














                                  SURVEY CONTROL DATA
                                
                             STATE=NY
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1011 ***********************************************************************
 OF1011  DESIGNATION -  0.01
 OF1011  PID         -  OF1011
 OF1011  STATE/COUNTY-  NY/MONROE
 OF1011  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1011
 OF1011                         *CURRENT SURVEY CONTROL
 OF1011  ___________________________________________________________________
 OF1011* NAD 83(1986)-  43 09 31.     (N)    077 37 02.     (W)     SCALED    
 OF1011* NAVD 88     -       156.70   (+/-2cm)     514.1    (feet)  VERTCON   
 OF1011  ___________________________________________________________________
 OF1011  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1011
 OF1011  VERT ORDER  -  THIRD (See Below)
 OF1011
 OF1011.The horizontal coordinates were scaled from a topographic map and have
 OF1011.an estimated accuracy of +/- 6 seconds.
 OF1011
 OF1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1011.The vertical order pertains to the NGVD 29 superseded value.
 OF1011
 OF1011.The geoid height was determined by GEOID03.
 OF1011
 OF1011;                    North         East    Units  Estimated Accuracy
 OF1011;SPC NY W     -   351,240.      428,570.      MT  (+/- 180 meters Scaled)
 OF1011
 OF1011                          SUPERSEDED SURVEY CONTROL
 OF1011
 OF1011  NGVD 29 (??/??/??)  156.88   (m)          514.7    (f) RESET       3  
 OF1011
 OF1011.Superseded values are not recommended for survey control.
 OF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1011.See file dsdata.txt to determine how the superseded data were derived.
 OF1011
 OF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN872817(NAD 83)
 OF1011_MARKER: Z = SEE DESCRIPTION
 OF1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1011+STABILITY: SURFACE MOTION
 OF1011
 OF1011  HISTORY     - Date     Condition        Report By
 OF1011  HISTORY     - UNK      MONUMENTED
 OF1011  HISTORY     - 1920     GOOD             NGS
 OF1011
 OF1011                          STATION DESCRIPTION
 OF1011
 OF1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OF1011'AT ROCHESTER.
 OF1011'PLUG IN BASE LINE MONUMENT IN CONCRETE PLATFORM OF UMBRELLA SHED
 OF1011'0+50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1559 ***********************************************************************
 OF1559  DESIGNATION -  005 NYGS 1969
 OF1559  PID         -  OF1559
 OF1559  STATE/COUNTY-  NY/MONROE
 OF1559  USGS QUAD   -  WEBSTER (1978)
 OF1559
 OF1559                         *CURRENT SURVEY CONTROL
 OF1559  ___________________________________________________________________
 OF1559* NAD 83(1996)-  43 07 39.53710(N)    077 26 28.83590(W)     ADJUSTED  
 OF1559* NAVD 88     -       154.38   (+/-2cm)     506.5    (feet)  VERTCON   
 OF1559  ___________________________________________________________________
 OF1559  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 OF1559  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF1559
 OF1559  HORZ ORDER  -  SECOND
 OF1559  VERT ORDER  -  THIRD ? (See Below)
 OF1559
 OF1559.The horizontal coordinates were established by classical geodetic methods
 OF1559.and adjusted by the National Geodetic Survey in January 1999..
 OF1559
 OF1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1559.The vertical order pertains to the NGVD 29 superseded value.
 OF1559
 OF1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1559
 OF1559.The geoid height was determined by GEOID03.
 OF1559
 OF1559;                    North         East     Units Scale Factor Converg.
 OF1559;SPC NY W     -   347,983.297   442,920.581   MT  1.00004368   +0 46 50.7
 OF1559;SPC NY W     - 1,141,675.20  1,453,148.61   sFT  1.00004368   +0 46 50.7
 OF1559;SPC NY C     -   347,707.568   180,186.229   MT  0.99999744   -0 35 11.7
 OF1559;SPC NY C     - 1,140,770.58    591,160.99   sFT  0.99999744   -0 35 11.7
 OF1559;UTM  18      - 4,777,883.325   301,418.531   MT  1.00008513   -1 40 10.2
 OF1559
 OF1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1559!SPC NY W     -   0.99998135  x   1.00004368  =   1.00002503
 OF1559!SPC NY C     -   0.99998135  x   0.99999744  =   0.99997879
 OF1559!UTM  18      -   0.99998135  x   1.00008513  =   1.00006648
 OF1559
 OF1559:                Primary Azimuth Mark                     Grid Az
 OF1559:SPC NY W     -  006 MCGS 1969                            180 19 13.6
 OF1559:SPC NY C     -  006 MCGS 1969                            181 41 16.0
 OF1559:UTM  18      -  006 MCGS 1969                            182 46 14.5
 OF1559
 OF1559|---------------------------------------------------------------------|
 OF1559| PID    Reference Object                     Distance      Geod. Az  |
 OF1559|                                                           dddmmss.s |
 OF1559| OF1448 006 MCGS 1969                       APPROX. 0.8 KM 1810604.3 |
 OF1559| OF1602 PEN 2 AZ MK                          49.647 METERS 35623     |
 OF1559|---------------------------------------------------------------------|
 OF1559
 OF1559                          SUPERSEDED SURVEY CONTROL
 OF1559
 OF1559  NAD 83(1986)-  43 07 39.54562(N)    077 26 28.83400(W) AD(       ) 2
 OF1559  NAD 27      -  43 07 39.31875(N)    077 26 29.85392(W) AD(       ) 2
 OF1559  NGVD 29 (07/19/86)  154.56   (m)          507.1    (f) LEVELING    3  
 OF1559
 OF1559.Superseded values are not recommended for survey control.
 OF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1559.See file dsdata.txt to determine how the superseded data were derived.
 OF1559
 OF1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0141977883(NAD 83)
 OF1559_MARKER: DS = TRIANGULATION STATION DISK
 OF1559_SETTING: 0 = UNSPECIFIED SETTING
 OF1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1559
 OF1559  HISTORY     - Date     Condition        Report By
 OF1559  HISTORY     - 1935     MONUMENTED       NYGS
 OF1559  HISTORY     - 1969     GOOD             CGS
 OF1559  HISTORY     - 1970     GOOD             NY-055
 OF1559  HISTORY     - 1977     GOOD             NY-055
 OF1559  HISTORY     - 19951102 MARK NOT FOUND   USPSQD
 OF1559
 OF1559                          STATION DESCRIPTION
 OF1559
 OF1559'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1559'IN PENFIELD, 0.25 MILE SOUTH OF PENFIELD ROAD, 17.1 FEET WEST
 OF1559'OF CENTER LINE OF FAIRPORT-NINE MILE POINT ROAD, 159.1 FEET
 OF1559'SOUTHEAST OF SOUTHEAST CORNER OF FRAME-HOUSE PORCH, 134.4
 OF1559'FEET NORTH OF NORTHEAST CORNER OF THE JAMES PALMER RED-BRICK
 OF1559'HOUSE, 32.7 FEET SOUTH OF 14-INCH MAPLE, 27.2 FEET NORTH OF
 OF1559'14-INCH MAPLE, AND 8.7 FEET NORTH OF RANGE LINE ON SOUTH SIDE OF
 OF1559'BARN.  STATION IS A USC AND GS AND STATE SURVEY STANDARD
 OF1559'DISK IN CONCRETE FLUSH WITH GROUND.
 OF1559
 OF1559                          STATION RECOVERY (1969)
 OF1559
 OF1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1559'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1559'
 OF1559'IN PENFIELD, JUST NORTH OF PENFEILD-PERINTON LINE, ON NINE
 OF1559'MILE POINT ROAD.
 OF1559'
 OF1559'0.25 MILE SOUTH OF INTERSECTION AT NINE MILE POINT ROAD AND
 OF1559'PENFIELD ROAD.
 OF1559'
 OF1559'0.6 MILES FROM STATION PEN-2.
 OF1559'
 OF1559'7.8 FEET FROM EDGE OF PAVEMENT OF NINE MILE POINT ROAD.
 OF1559'
 OF1559'25.8 FEET FROM CENTER OF PAVEMENT OF SAME ROAD.
 OF1559'
 OF1559'33.2 FEET SOUTH OF 24-INCH MAPLE TREE.
 OF1559'
 OF1559'40.7 FEET FROM SIGN ROUTE 250 (STATION 4301, 1065).
 OF1559'
 OF1559'49.6 FEET NORTHWEST OF POLE.
 OF1559'
 OF1559'51.0 FEET NORTHWEST OF CONCRETE POST.
 OF1559'
 OF1559'28.0 FEET NORTH OF 24-INCH MAPLE TREE.
 OF1559'
 OF1559'57.0 FEET NORTH OF 30-INCH MAPLE TREE.
 OF1559'
 OF1559'106.0 FEET NORTH OF NORTH RANGE LINE OF FAIR PORT SHOPPY.
 OF1559'
 OF1559'19.4 FEET SOUTHWEST OF RG AND E POLE 379.
 OF1559'
 OF1559'3.3 FEET EAST OF WITNESS POST.
 OF1559'
 OF1559'8.7 FEET NORTH OF NORTH RANGE OF BARN.
 OF1559'
 OF1559'53.6 FEET NORTH OF THE MAILBOX OF E.S. SMITH HOUSE NO. 2162.
 OF1559'
 OF1559'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1559'STANDARD DISK IN CONCRETE 3-INCHES BELOW GRADE.
 OF1559
 OF1559                          STATION RECOVERY (1970)
 OF1559
 OF1559'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1559'GOOD.
 OF1559
 OF1559                          STATION RECOVERY (1977)
 OF1559
 OF1559'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1559'005 GOOD.
 OF1559
 OF1559                          STATION RECOVERY (1995)
 OF1559
 OF1559'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1448 ***********************************************************************
 OF1448  DESIGNATION -  006 MCGS 1969
 OF1448  PID         -  OF1448
 OF1448  STATE/COUNTY-  NY/MONROE
 OF1448  USGS QUAD   -  FAIRPORT (1978)
 OF1448
 OF1448                         *CURRENT SURVEY CONTROL
 OF1448  ___________________________________________________________________
 OF1448* NAD 83(1996)-  43 07 12.80535(N)    077 26 29.53734(W)     ADJUSTED  
 OF1448* NAVD 88     -       153.23   (+/-2cm)     502.7    (feet)  VERTCON   
 OF1448  ___________________________________________________________________
 OF1448  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OF1448  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF1448
 OF1448  HORZ ORDER  -  SECOND
 OF1448  VERT ORDER  -  THIRD ? (See Below)
 OF1448
 OF1448.The horizontal coordinates were established by classical geodetic methods
 OF1448.and adjusted by the National Geodetic Survey in January 1999..
 OF1448
 OF1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1448.The vertical order pertains to the NGVD 29 superseded value.
 OF1448
 OF1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1448
 OF1448.The geoid height was determined by GEOID03.
 OF1448
 OF1448;                    North         East     Units Scale Factor Converg.
 OF1448;SPC NY W     -   347,158.186   442,915.965   MT  1.00004367   +0 46 49.8
 OF1448;SPC NY W     - 1,138,968.15  1,453,133.46   sFT  1.00004367   +0 46 49.8
 OF1448;SPC NY C     -   346,882.841   180,161.928   MT  0.99999748   -0 35 11.9
 OF1448;SPC NY C     - 1,138,064.79    591,081.26   sFT  0.99999748   -0 35 11.9
 OF1448;UTM  18      - 4,777,059.132   301,378.645   MT  1.00008533   -1 40 09.9
 OF1448
 OF1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1448!SPC NY W     -   0.99998153  x   1.00004367  =   1.00002520
 OF1448!SPC NY C     -   0.99998153  x   0.99999748  =   0.99997901
 OF1448!UTM  18      -   0.99998153  x   1.00008533  =   1.00006685
 OF1448
 OF1448:                Primary Azimuth Mark                     Grid Az
 OF1448:SPC NY W     -  005 NYGS 1969                            000 19 14.0
 OF1448:SPC NY C     -  005 NYGS 1969                            001 41 15.7
 OF1448:UTM  18      -  005 NYGS 1969                            002 46 13.7
 OF1448
 OF1448|---------------------------------------------------------------------|
 OF1448| PID    Reference Object                     Distance      Geod. Az  |
 OF1448|                                                           dddmmss.s |
 OF1448| OF1559 005 NYGS 1969                       APPROX. 0.8 KM 0010603.8 |
 OF1448|---------------------------------------------------------------------|
 OF1448
 OF1448                          SUPERSEDED SURVEY CONTROL
 OF1448
 OF1448  NAD 83(1986)-  43 07 12.81392(N)    077 26 29.53542(W) AD(       ) 2
 OF1448  NAD 27      -  43 07 12.58695(N)    077 26 30.55554(W) AD(       ) 2
 OF1448  NGVD 29 (07/19/86)  153.41   (m)          503.3    (f) LEVELING    3  
 OF1448
 OF1448.Superseded values are not recommended for survey control.
 OF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1448.See file dsdata.txt to determine how the superseded data were derived.
 OF1448
 OF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0137977059(NAD 83)
 OF1448_MARKER: DD = SURVEY DISK
 OF1448_SETTING: 0 = UNSPECIFIED SETTING
 OF1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1448
 OF1448  HISTORY     - Date     Condition        Report By
 OF1448  HISTORY     - 1969     MONUMENTED       NY-055
 OF1448  HISTORY     - 1977     GOOD             NY-055
 OF1448  HISTORY     - 19951102 MARK NOT FOUND   USPSQD
 OF1448
 OF1448                          STATION DESCRIPTION
 OF1448
 OF1448'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1448'IN PERINTON ON NINE MILE POINT ROAD.
 OF1448'
 OF1448'1.1 MILE SOUTHEAST OF STATION PEN-2 1969.
 OF1448'
 OF1448'0.7 MILE SOUTH OF PENFIELD ROAD.
 OF1448'
 OF1448'14.7 FEET EAST OF CENTER OF PAVEMENT OF NINE MILE POINT ROAD.
 OF1448'
 OF1448'0.8 MILE NORTH OF WHITNEY ROAD.
 OF1448'
 OF1448'9.7 FEET SOUTHWEST OF RTC POLE 55.
 OF1448'
 OF1448'48.2 FEET SOUTHEAST OF POLE NO. FMC1-35.
 OF1448'
 OF1448'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1448'DISK STAMPED 006 IN THE TOP OF A CONCRETE POST COVERED 0.9
 OF1448'FOOT BELOW GRADE.
 OF1448
 OF1448                          STATION RECOVERY (1977)
 OF1448
 OF1448'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1448'006 GOOD
 OF1448
 OF1448                          STATION RECOVERY (1995)
 OF1448
 OF1448'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1443 ***********************************************************************
 OF1443  DESIGNATION -  008 2 NYGS 1969
 OF1443  PID         -  OF1443
 OF1443  STATE/COUNTY-  NY/MONROE
 OF1443  USGS QUAD   -  FAIRPORT (1978)
 OF1443
 OF1443                         *CURRENT SURVEY CONTROL
 OF1443  ___________________________________________________________________
 OF1443* NAD 83(1996)-  43 05 54.81426(N)    077 25 40.67565(W)     ADJUSTED  
 OF1443* NAVD 88     -       169.45   (+/-2cm)     555.9    (feet)  VERTCON   
 OF1443  ___________________________________________________________________
 OF1443  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OF1443  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF1443
 OF1443  HORZ ORDER  -  SECOND
 OF1443  VERT ORDER  -  THIRD ? (See Below)
 OF1443
 OF1443.The horizontal coordinates were established by classical geodetic methods
 OF1443.and adjusted by the National Geodetic Survey in January 1999..
 OF1443
 OF1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1443.The vertical order pertains to the NGVD 29 superseded value.
 OF1443
 OF1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1443
 OF1443.The geoid height was determined by GEOID03.
 OF1443
 OF1443;                    North         East     Units Scale Factor Converg.
 OF1443;SPC NY W     -   344,766.659   444,053.651   MT  1.00004628   +0 47 22.1
 OF1443;SPC NY W     - 1,131,121.95  1,456,866.02   sFT  1.00004628   +0 47 22.1
 OF1443;SPC NY C     -   344,464.973   181,242.190   MT  0.99999564   -0 34 37.6
 OF1443;SPC NY C     - 1,130,132.17    594,625.42   sFT  0.99999564   -0 34 37.6
 OF1443;UTM  18      - 4,774,621.076   302,413.123   MT  1.00008029   -1 39 34.0
 OF1443
 OF1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1443!SPC NY W     -   0.99997897  x   1.00004628  =   1.00002525
 OF1443!SPC NY C     -   0.99997897  x   0.99999564  =   0.99997461
 OF1443!UTM  18      -   0.99997897  x   1.00008029  =   1.00005926
 OF1443
 OF1443:                Primary Azimuth Mark                     Grid Az
 OF1443:SPC NY W     -  008 3 MCGS 1969                          129 40 37.5
 OF1443:SPC NY C     -  008 3 MCGS 1969                          131 02 37.2
 OF1443:UTM  18      -  008 3 MCGS 1969                          132 07 33.6
 OF1443
 OF1443|---------------------------------------------------------------------|
 OF1443| PID    Reference Object                     Distance      Geod. Az  |
 OF1443|                                                           dddmmss.s |
 OF1443| OF1458 008 3 MCGS 1969                     APPROX. 0.6 KM 1302759.6 |
 OF1443|---------------------------------------------------------------------|
 OF1443
 OF1443                          SUPERSEDED SURVEY CONTROL
 OF1443
 OF1443  NAD 83(1986)-  43 05 54.82286(N)    077 25 40.67361(W) AD(       ) 2
 OF1443  NAD 27      -  43 05 54.59552(N)    077 25 41.69645(W) AD(       ) 2
 OF1443  NGVD 29 (07/19/86)  169.63   (m)          556.5    (f) LEVELING    3  
 OF1443
 OF1443.Superseded values are not recommended for survey control.
 OF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1443.See file dsdata.txt to determine how the superseded data were derived.
 OF1443
 OF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0241374621(NAD 83)
 OF1443_MARKER: DD = SURVEY DISK
 OF1443_SETTING: 0 = UNSPECIFIED SETTING
 OF1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1443
 OF1443  HISTORY     - Date     Condition        Report By
 OF1443  HISTORY     - 1938     MONUMENTED       NYGS
 OF1443  HISTORY     - 1969     GOOD             CGS
 OF1443  HISTORY     - 1977     GOOD             NY-055
 OF1443
 OF1443                          STATION DESCRIPTION
 OF1443
 OF1443'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF1443'IN PERINTON, ON SOUTH SIDE OF MACEDON CENTER ROAD, 0.5 MILE EAST
 OF1443'OF MAIN STREET, FAIRPORT, 35.0 FEET SOUTH OF CENTER LINE OF
 OF1443'MACEDON CENTER ROAD, 2.0 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE,
 OF1443'263.4 FEET SOUTHEAST OF NEW YORK STATE HIGHWAY MARKER (STATION
 OF1443'50+00), 239.4 FEET NORTHWEST OF NEW YORK STATE HIGHWAY MARKER
 OF1443'(STATION 55+00), 63.8 FEET SOUTHEAST OF MOST NORTHERLY TREE IN
 OF1443'ROW OF 12-INCH CHERRY TREES, 73.2 FEET SOUTHWEST OF CORNER POST
 OF1443'INTERSECTION OF FARM FENCE WITH NORTH RIGHT-OF-WAY FENCE, AND
 OF1443'3.2 FEET SOUTHEAST OF U.S. MARKER.  STATION IS A U.S.C. AND
 OF1443'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF1443'GROUND.
 OF1443
 OF1443                          STATION RECOVERY (1969)
 OF1443
 OF1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1443'DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1443'
 OF1443'IN PERINTON, ALONG MACEDON CENTER ROAD
 OF1443'
 OF1443'0.55 MILE NORTHEAST OF STATION FAIRPORT 1969
 OF1443'
 OF1443'0.35 MILE SOUTHEAST OF TURKS HILL ROAD
 OF1443'
 OF1443'34.9 FEET SOUTHWEST OF THE CENTERLINE OF MACEDON CENTER ROAD
 OF1443'
 OF1443'14.0 FEET SOUTHEAST OF CONCRETE POST
 OF1443'
 OF1443'1.8 FEET NORTHEAST OF WITNESS POST
 OF1443'
 OF1443'64.0 FEET NORTHWEST OF CENTER OF 8-INCH ASH TREE
 OF1443'
 OF1443'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1443'STANDARD FLUSH WITH GROUND AND STAMPED 008-2, 1938.
 OF1443
 OF1443                          STATION RECOVERY (1977)
 OF1443
 OF1443'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1443'008-2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1458 ***********************************************************************
 OF1458  DESIGNATION -  008 3 MCGS 1969
 OF1458  PID         -  OF1458
 OF1458  STATE/COUNTY-  NY/MONROE
 OF1458  USGS QUAD   -  FAIRPORT (1978)
 OF1458
 OF1458                         *CURRENT SURVEY CONTROL
 OF1458  ___________________________________________________________________
 OF1458* NAD 83(1996)-  43 05 42.14174(N)    077 25 20.40592(W)     ADJUSTED  
 OF1458* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 OF1458  ___________________________________________________________________
 OF1458  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 OF1458  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF1458
 OF1458  HORZ ORDER  -  SECOND
 OF1458
 OF1458.The horizontal coordinates were established by classical geodetic methods
 OF1458.and adjusted by the National Geodetic Survey in January 1999..
 OF1458
 OF1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1458
 OF1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1458
 OF1458.The geoid height was determined by GEOID03.
 OF1458
 OF1458;                    North         East     Units Scale Factor Converg.
 OF1458;SPC NY W     -   344,381.940   444,517.424   MT  1.00004736   +0 47 35.8
 OF1458;SPC NY W     - 1,129,859.75  1,458,387.58   sFT  1.00004736   +0 47 35.8
 OF1458;SPC NY C     -   344,069.324   181,696.633   MT  0.99999487   -0 34 23.7
 OF1458;SPC NY C     - 1,128,834.11    596,116.37   sFT  0.99999487   -0 34 23.7
 OF1458;UTM  18      - 4,774,216.880   302,860.049   MT  1.00007812   -1 39 19.8
 OF1458
 OF1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1458!SPC NY W     -   0.99998079  x   1.00004736  =   1.00002815
 OF1458!SPC NY C     -   0.99998079  x   0.99999487  =   0.99997566
 OF1458!UTM  18      -   0.99998079  x   1.00007812  =   1.00005891
 OF1458
 OF1458                          SUPERSEDED SURVEY CONTROL
 OF1458
 OF1458  NAD 83(1986)-  43 05 42.15035(N)    077 25 20.40385(W) AD(       ) 2
 OF1458  NAD 27      -  43 05 41.92279(N)    077 25 21.42756(W) AD(       ) 2
 OF1458  NGVD 29 (07/19/86)  158.     (m)          518.     (f) VERT ANG       
 OF1458
 OF1458.Superseded values are not recommended for survey control.
 OF1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1458.See file dsdata.txt to determine how the superseded data were derived.
 OF1458
 OF1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0286074217(NAD 83)
 OF1458_MARKER: DD = SURVEY DISK
 OF1458_SETTING: 0 = UNSPECIFIED SETTING
 OF1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1458
 OF1458  HISTORY     - Date     Condition        Report By
 OF1458  HISTORY     - 1969     MONUMENTED       NY-055
 OF1458  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1458
 OF1458                          STATION DESCRIPTION
 OF1458
 OF1458'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1458'IN PERINTON ALONG MACEDON CENTER ROAD
 OF1458'
 OF1458'0.8 MILE SOUTHEAST OF TURKS HILL ROAD
 OF1458'
 OF1458'0.9 MILE EAST OF STATION FAIRPORT 1969
 OF1458'
 OF1458'27.7 FEET SOUTH OF CENTER OF MACEDON CENTER ROAD
 OF1458'
 OF1458'24.4 FEET EAST OF EAST RANGELINE AND
 OF1458'
 OF1458'61.6 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE NO. 345
 OF1458'
 OF1458'80.8 FEET EAST NORTHEAST OF NORTHEAST CORNER OF GARAGE
 OF1458'
 OF1458'5.2 FEET NORTHWEST OF POLE FMC 1413
 OF1458'
 OF1458'STATION IS A MONROE COUNTY GEODETIC SURVEY STAMPED BRONZE DISK
 OF1458'STAMPED 008 3 IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET.
 OF1458
 OF1458                          STATION RECOVERY (1977)
 OF1458
 OF1458'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1458'008 3 NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1449 ***********************************************************************
 OF1449  DESIGNATION -  008 MCGS 1969
 OF1449  PID         -  OF1449
 OF1449  STATE/COUNTY-  NY/MONROE
 OF1449  USGS QUAD   -  FAIRPORT (1978)
 OF1449
 OF1449                         *CURRENT SURVEY CONTROL
 OF1449  ___________________________________________________________________
 OF1449* NAD 83(1996)-  43 06 34.73654(N)    077 26 30.27355(W)     ADJUSTED  
 OF1449* NAVD 88     -       155.28   (+/-2cm)     509.4    (feet)  VERTCON   
 OF1449  ___________________________________________________________________
 OF1449  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OF1449  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF1449
 OF1449  HORZ ORDER  -  SECOND
 OF1449  VERT ORDER  -  THIRD ? (See Below)
 OF1449
 OF1449.The horizontal coordinates were established by classical geodetic methods
 OF1449.and adjusted by the National Geodetic Survey in January 1999..
 OF1449
 OF1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1449.The vertical order pertains to the NGVD 29 superseded value.
 OF1449
 OF1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1449
 OF1449.The geoid height was determined by GEOID03.
 OF1449
 OF1449;                    North         East     Units Scale Factor Converg.
 OF1449;SPC NY W     -   345,983.224   442,915.323   MT  1.00004367   +0 46 48.8
 OF1449;SPC NY W     - 1,135,113.29  1,453,131.36   sFT  1.00004367   +0 46 48.8
 OF1449;SPC NY C     -   345,708.283   180,133.256   MT  0.99999753   -0 35 12.0
 OF1449;SPC NY C     - 1,134,211.26    590,987.19   sFT  0.99999753   -0 35 12.0
 OF1449;UTM  18      - 4,775,885.222   301,327.781   MT  1.00008558   -1 40 09.2
 OF1449
 OF1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1449!SPC NY W     -   0.99998120  x   1.00004367  =   1.00002487
 OF1449!SPC NY C     -   0.99998120  x   0.99999753  =   0.99997873
 OF1449!UTM  18      -   0.99998120  x   1.00008558  =   1.00006678
 OF1449
 OF1449:                Primary Azimuth Mark                     Grid Az
 OF1449:SPC NY W     -  006 MCGS 1969                            000 01 53.1
 OF1449:SPC NY C     -  006 MCGS 1969                            001 23 53.9
 OF1449:UTM  18      -  006 MCGS 1969                            002 28 51.1
 OF1449
 OF1449|---------------------------------------------------------------------|
 OF1449| PID    Reference Object                     Distance      Geod. Az  |
 OF1449|                                                           dddmmss.s |
 OF1449| OF1448 006 MCGS 1969                       APPROX. 1.2 KM 0004841.9 |
 OF1449| OF1469 4700 MCGS 1971                      137.387 METERS 18032     |
 OF1449|---------------------------------------------------------------------|
 OF1449
 OF1449                          SUPERSEDED SURVEY CONTROL
 OF1449
 OF1449  NAD 83(1986)-  43 06 34.74513(N)    077 26 30.27158(W) AD(       ) 2
 OF1449  NAD 27      -  43 06 34.51778(N)    077 26 31.29201(W) AD(       ) 2
 OF1449  NGVD 29 (07/19/86)  155.46   (m)          510.0    (f) LEVELING    3  
 OF1449
 OF1449.Superseded values are not recommended for survey control.
 OF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1449.See file dsdata.txt to determine how the superseded data were derived.
 OF1449
 OF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0132875885(NAD 83)
 OF1449_MARKER: DD = SURVEY DISK
 OF1449_SETTING: 0 = UNSPECIFIED SETTING
 OF1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1449
 OF1449  HISTORY     - Date     Condition        Report By
 OF1449  HISTORY     - 1969     MONUMENTED       NY-055
 OF1449  HISTORY     - 1973     GOOD             NY-055
 OF1449  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 OF1449  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1449
 OF1449                          STATION DESCRIPTION
 OF1449
 OF1449'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1449'IN PERINTON ON NINE MILE POINT ROAD.
 OF1449'
 OF1449'1.4 MILES SOUTH OF PENFIELD ROAD.
 OF1449'
 OF1449'1.7 MILE SOUTH, SOUTHEAST OF STATION PEN-2, 1969.
 OF1449'
 OF1449'12.6 FEET EAST OF CENTER OF PAVEMENT OF NINE MILE POINT ROAD.
 OF1449'
 OF1449'19.4 FEET NORTH OF CENTER DRIVEWAY TO FAIRPORT BAPTIST HOME
 OF1449'NO. 4646.
 OF1449'
 OF1449'45.1 FEET NORTH OF NORTH RANGE LINE AT 3 STORY BRICK, FAIRPORT
 OF1449'BAPTIST HOME.
 OF1449'
 OF1449'0.35 MILE NORTH OF HIGH STREET.
 OF1449'
 OF1449'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1449'DISK STAMPED 008 IN THE TOP OF A CONCRETE POST COVERED BY A CAST
 OF1449'IRON CASE AND COVER WHICH IS AT GRADE.
 OF1449
 OF1449                          STATION RECOVERY (1973)
 OF1449
 OF1449'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1449'DESCRIPTION IS ADEQUATE
 OF1449
 OF1449                          STATION RECOVERY (1982)
 OF1449
 OF1449'RECOVERY NOTE BY US POWER SQUADRON 1982 (MCG)
 OF1449'STATION NOT RECOVERED.  FOUND WITNESS POST.  MEASURED BY TAPE FROM
 OF1449'CENTER OF NINE MILE POINT ROAD (ROUTE 250) AND FROM NORTH LINE OF
 OF1449'OLD SECTION OF FAIRPORT BAPTIST HOME, WHICH HAS BEEN ADDED TO OVER
 OF1449'THE YEARS.  THE MARK APPEARS TO HAVE BEEN COVERED BY AN ASPHALT
 OF1449'DRIVEWAY.
 OF1449
 OF1449                          STATION RECOVERY (1995)
 OF1449
 OF1449'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1479 ***********************************************************************
 OF1479  DESIGNATION -  009
 OF1479  PID         -  OF1479
 OF1479  STATE/COUNTY-  NY/MONROE
 OF1479  USGS QUAD   -  FAIRPORT (1978)
 OF1479
 OF1479                         *CURRENT SURVEY CONTROL
 OF1479  ___________________________________________________________________
 OF1479* NAD 83(1996)-  43 06 17.15894(N)    077 26 31.15797(W)     ADJUSTED  
 OF1479* NAVD 88     -       139.7    (meters)     458.     (feet)  VERTCON   
 OF1479  ___________________________________________________________________
 OF1479  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 OF1479  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF1479
 OF1479  HORZ ORDER  -  SECOND
 OF1479
 OF1479.The horizontal coordinates were established by classical geodetic methods
 OF1479.and adjusted by the National Geodetic Survey in January 1999..
 OF1479
 OF1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1479
 OF1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1479
 OF1479.The geoid height was determined by GEOID03.
 OF1479
 OF1479;                    North         East     Units Scale Factor Converg.
 OF1479;SPC NY W     -   345,440.539   442,902.712   MT  1.00004364   +0 46 47.9
 OF1479;SPC NY W     - 1,133,332.84  1,453,089.98   sFT  1.00004364   +0 46 47.9
 OF1479;SPC NY C     -   345,166.078   180,107.705   MT  0.99999757   -0 35 12.4
 OF1479;SPC NY C     - 1,132,432.37    590,903.36   sFT  0.99999757   -0 35 12.4
 OF1479;UTM  18      - 4,775,343.549   301,291.988   MT  1.00008576   -1 40 09.3
 OF1479
 OF1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1479!SPC NY W     -   0.99998364  x   1.00004364  =   1.00002728
 OF1479!SPC NY C     -   0.99998364  x   0.99999757  =   0.99998121
 OF1479!UTM  18      -   0.99998364  x   1.00008576  =   1.00006940
 OF1479
 OF1479:                Primary Azimuth Mark                     Grid Az
 OF1479:SPC NY W     -  4700 MCGS 1971                           001 51 54.3
 OF1479:SPC NY C     -  4700 MCGS 1971                           003 13 54.6
 OF1479:UTM  18      -  4700 MCGS 1971                           004 18 51.5
 OF1479
 OF1479|---------------------------------------------------------------------|
 OF1479| PID    Reference Object                     Distance      Geod. Az  |
 OF1479|                                                           dddmmss.s |
 OF1479| OF1469 4700 MCGS 1971                      405.491 METERS 0023842.2 |
 OF1479|---------------------------------------------------------------------|
 OF1479
 OF1479                          SUPERSEDED SURVEY CONTROL
 OF1479
 OF1479  NAD 83(1986)-  43 06 17.16752(N)    077 26 31.15597(W) AD(       ) 2
 OF1479  NAD 27      -  43 06 16.94048(N)    077 26 32.17657(W) AD(       ) 2
 OF1479  NGVD 29 (07/19/86)  139.9    (m)          459.     (f) VERT ANG       
 OF1479
 OF1479.Superseded values are not recommended for survey control.
 OF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1479.See file dsdata.txt to determine how the superseded data were derived.
 OF1479
 OF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0129275344(NAD 83)
 OF1479_MARKER: DD = SURVEY DISK
 OF1479_SETTING: 0 = UNSPECIFIED SETTING
 OF1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1479
 OF1479  HISTORY     - Date     Condition        Report By
 OF1479  HISTORY     - 1935     MONUMENTED       NYGS
 OF1479  HISTORY     - 1973     GOOD             NY-055
 OF1479
 OF1479                          STATION DESCRIPTION
 OF1479
 OF1479'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1479'IN FAIRPORT, 3 FEET WEST OF WEST LINE OF WEST SIDEWALK OF MAIN
 OF1479'STREET, 78.4 FEET SOUTHWEST OF NORTHWEST CORNER OF LUNCHROOM ON
 OF1479'SOUTHEAST CORNER OF MAIN AND HIGH STREETS (109 MAIN STREET),
 OF1479'43.6 FEET SOUTH OF CENTER LINE OF HIGH STREET, AND 5.2 FEET
 OF1479'SOUTH OF LUNCHROOM.  STATION IS A U.S.C. AND G.S. AND STATE
 OF1479'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1479
 OF1479                          STATION RECOVERY (1973)
 OF1479
 OF1479'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1479'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1477 ***********************************************************************
 OF1477  DESIGNATION -  010
 OF1477  PID         -  OF1477
 OF1477  STATE/COUNTY-  NY/MONROE
 OF1477  USGS QUAD   -  FAIRPORT (1978)
 OF1477
 OF1477                         *CURRENT SURVEY CONTROL
 OF1477  ___________________________________________________________________
 OF1477* NAD 83(1996)-  43 05 51.83712(N)    077 26 30.90785(W)     ADJUSTED  
 OF1477* NAVD 88     -       150.90   (+/-2cm)     495.1    (feet)  VERTCON   
 OF1477  ___________________________________________________________________
 OF1477  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 OF1477  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF1477
 OF1477  HORZ ORDER  -  SECOND
 OF1477  VERT ORDER  -  THIRD ? (See Below)
 OF1477
 OF1477.The horizontal coordinates were established by classical geodetic methods
 OF1477.and adjusted by the National Geodetic Survey in January 1999..
 OF1477
 OF1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1477.The vertical order pertains to the NGVD 29 superseded value.
 OF1477
 OF1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1477
 OF1477.The geoid height was determined by GEOID03.
 OF1477
 OF1477;                    North         East     Units Scale Factor Converg.
 OF1477;SPC NY W     -   344,659.232   442,919.005   MT  1.00004368   +0 46 47.7
 OF1477;SPC NY W     - 1,130,769.50  1,453,143.44   sFT  1.00004368   +0 46 47.7
 OF1477;SPC NY C     -   344,384.641   180,105.360   MT  0.99999758   -0 35 11.9
 OF1477;SPC NY C     - 1,129,868.61    590,895.67   sFT  0.99999758   -0 35 11.9
 OF1477;UTM  18      - 4,774,562.227   301,274.879   MT  1.00008584   -1 40 08.3
 OF1477
 OF1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1477!SPC NY W     -   0.99998188  x   1.00004368  =   1.00002556
 OF1477!SPC NY C     -   0.99998188  x   0.99999758  =   0.99997946
 OF1477!UTM  18      -   0.99998188  x   1.00008584  =   1.00006772
 OF1477
 OF1477|---------------------------------------------------------------------|
 OF1477| PID    Reference Object                     Distance      Geod. Az  |
 OF1477|                                                           dddmmss.s |
 OF1477| OF1481 4722                                159.150 METERS 18431     |
 OF1477| OF1479 009                                 APPROX. 0.8 KM 3593507.2 |
 OF1477|---------------------------------------------------------------------|
 OF1477
 OF1477                          SUPERSEDED SURVEY CONTROL
 OF1477
 OF1477  NAD 83(1986)-  43 05 51.84569(N)    077 26 30.90580(W) AD(       ) 2
 OF1477  NAD 27      -  43 05 51.61858(N)    077 26 31.92668(W) AD(       ) 2
 OF1477  NGVD 29 (07/19/86)  151.08   (m)          495.7    (f) LEVELING    3  
 OF1477
 OF1477.Superseded values are not recommended for survey control.
 OF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1477.See file dsdata.txt to determine how the superseded data were derived.
 OF1477
 OF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0127574562(NAD 83)
 OF1477_MARKER: DD = SURVEY DISK
 OF1477_SETTING: 0 = UNSPECIFIED SETTING
 OF1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1477
 OF1477  HISTORY     - Date     Condition        Report By
 OF1477  HISTORY     - 1935     MONUMENTED       NYGS
 OF1477  HISTORY     - 1973     GOOD             NY-055
 OF1477  HISTORY     - 1977     GOOD             NY-055
 OF1477  HISTORY     - 1982     POOR             USPSQD
 OF1477  HISTORY     - 1983     POOR             USPSQD
 OF1477
 OF1477                          STATION DESCRIPTION
 OF1477
 OF1477'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1477'IN FAIRPORT, 0.05 MILE SOUTH OF CENTER LINE OF CHURCH STREET,
 OF1477'0.5 FOOT EAST OF EAST CURB LINE OF FAIRPORT-HANNANS CORNERS ROAD,
 OF1477'73.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF BRICK HOUSE 119, 46.7
 OF1477'FEET NORTHWEST OF NORTHWEST CORNER OF PORCH OF FRAME HOUSE 125,
 OF1477'17.6 FEET NORTH OF NORTH SIDE OF DRIVEWAY, AND 10.5 FEET WEST OF
 OF1477'WEST LINE OF EAST SIDEWALK.  STATION IS A U.S.C. AND G.S. AND
 OF1477'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1477
 OF1477                          STATION RECOVERY (1973)
 OF1477
 OF1477'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1477'A NEW DESCRIPTION FOLLOWS--
 OF1477'
 OF1477'IN THE TOWN OF FAIRPORT ON THE EAST SIDE OF MAIN ST. IN FAIRPORT,
 OF1477'AND 0.05 MI. SOUTH OF CHURCH ST.
 OF1477'
 OF1477'16.6 FT E OF C.L. OF MAIN ST. IN FAIRPORT,
 OF1477'
 OF1477'92.4 FT SW OF MOST NORTHERLY CORNER OF FAIRPORT POST OFFICE
 OF1477'
 OF1477'44.0 FT SW OF MOST SOUTHERLY CORNER OF FAIRPORT POST OFFICE 121
 OF1477'
 OF1477'57.1 FT W OF UTILITY POLE FMC 48-13A
 OF1477'
 OF1477'2.8 W OF SURVEY MARKER
 OF1477'
 OF1477'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1477'IN CONCRETE AT GRADE.
 OF1477
 OF1477                          STATION RECOVERY (1977)
 OF1477
 OF1477'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1477'GOOD
 OF1477
 OF1477                          STATION RECOVERY (1982)
 OF1477
 OF1477'RECOVERY NOTE BY US POWER SQUADRON 1982 (MCG)
 OF1477'010 NY GEOD. S. RECOVERED POOR.
 OF1477'
 OF1477'STICKS UP IN MIDDLE OF DRIVEWAY AND IS MUTILATED.  RECOMMEND
 OF1477'RE-ESTABLISHING.  POST OFFICE IS NOW A PAINT STORE.
 OF1477
 OF1477                          STATION RECOVERY (1983)
 OF1477
 OF1477'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEK)
 OF1477'STATION RECOVERED POOR.
 OF1477'
 OF1477'MARKER LOCATED IN DRIVEWAY ENTRANCE - SHOULD BE RELOCATED - MARKER
 OF1477'SLIGHTLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1482 ***********************************************************************
 OF1482  DESIGNATION -  011
 OF1482  PID         -  OF1482
 OF1482  STATE/COUNTY-  NY/MONROE
 OF1482  USGS QUAD   -  FAIRPORT (1978)
 OF1482
 OF1482                         *CURRENT SURVEY CONTROL
 OF1482  ___________________________________________________________________
 OF1482* NAD 83(1996)-  43 05 34.12605(N)    077 26 31.62930(W)     ADJUSTED  
 OF1482* NAVD 88     -       169.61   (+/-2cm)     556.5    (feet)  VERTCON   
 OF1482  ___________________________________________________________________
 OF1482  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OF1482  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF1482
 OF1482  HORZ ORDER  -  SECOND
 OF1482  VERT ORDER  -  THIRD ? (See Below)
 OF1482
 OF1482.The horizontal coordinates were established by classical geodetic methods
 OF1482.and adjusted by the National Geodetic Survey in January 1999..
 OF1482
 OF1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1482.The vertical order pertains to the NGVD 29 superseded value.
 OF1482
 OF1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1482
 OF1482.The geoid height was determined by GEOID03.
 OF1482
 OF1482;                    North         East     Units Scale Factor Converg.
 OF1482;SPC NY W     -   344,112.480   442,910.129   MT  1.00004366   +0 46 47.0
 OF1482;SPC NY W     - 1,128,975.69  1,453,114.31   sFT  1.00004366   +0 46 47.0
 OF1482;SPC NY C     -   343,838.281   180,083.448   MT  0.99999761   -0 35 12.2
 OF1482;SPC NY C     - 1,128,076.09    590,823.78   sFT  0.99999761   -0 35 12.2
 OF1482;UTM  18      - 4,774,016.330   301,242.649   MT  1.00008600   -1 40 08.2
 OF1482
 OF1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1482!SPC NY W     -   0.99997894  x   1.00004366  =   1.00002260
 OF1482!SPC NY C     -   0.99997894  x   0.99999761  =   0.99997655
 OF1482!UTM  18      -   0.99997894  x   1.00008600  =   1.00006494
 OF1482
 OF1482                          SUPERSEDED SURVEY CONTROL
 OF1482
 OF1482  NAD 83(1986)-  43 05 34.13459(N)    077 26 31.62722(W) AD(       ) 2
 OF1482  NAD 27      -  43 05 33.90752(N)    077 26 32.64821(W) AD(       ) 2
 OF1482  NGVD 29 (07/19/86)  169.79   (m)          557.1    (f) LEVELING    3  
 OF1482
 OF1482.Superseded values are not recommended for survey control.
 OF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1482.See file dsdata.txt to determine how the superseded data were derived.
 OF1482
 OF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0124374016(NAD 83)
 OF1482_MARKER: DD = SURVEY DISK
 OF1482_SETTING: 0 = UNSPECIFIED SETTING
 OF1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1482
 OF1482  HISTORY     - Date     Condition        Report By
 OF1482  HISTORY     - 1935     MONUMENTED       NYGS
 OF1482  HISTORY     - 1973     GOOD             NY-055
 OF1482  HISTORY     - 1977     GOOD             NY-055
 OF1482
 OF1482                          STATION DESCRIPTION
 OF1482
 OF1482'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1482'IN FAIRPORT, 0.4 MILE SOUTH OF CHURCH STREET, 23.2 FEET SOUTHWEST
 OF1482'OF END OF WEST CURB OF FAIRPORT-HANNANS CORNERS ROAD, 100.7 FEET
 OF1482'FROM NORTHEAST CORNER OF FRAME HOUSE 220, ON NORTH RANGE LINE
 OF1482'OF FRAME HOUSE 213, AND 6.1 FEET EAST OF EAST EDGE OF SIDEWALK
 OF1482'ON WEST SIDE OF ROAD.  STATION IS A U.S.C. AND G.S. AND STATE
 OF1482'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1482
 OF1482                          STATION RECOVERY (1973)
 OF1482
 OF1482'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1482'A NEW DESCRIPTION FOLLOWS--
 OF1482'
 OF1482'IN THE TOWN OF FAIRPORT ON THE WEST SIDE OF MOSLEY RD. (RT. 250),
 OF1482'0.15 MI. N OF HULBURT RD. AND 0.44 MI S. OF CHURCH STREET
 OF1482'
 OF1482'20.6 FT W OF C.L. OF MOSLEY ROAD
 OF1482'
 OF1482'96.2 FT SE OF MOST NORTHERLY CORNER OF HOUSE 210
 OF1482'
 OF1482'89.8 FT E OF MOST SOUTHERLY CORNER OF GARAGE TO HOUSE 210
 OF1482'
 OF1482'4.4 FT N OF UTILITY POLE FMC 48-29, RTC 29
 OF1482'
 OF1482'3.0 FT E OF MONROE COUNTY WITNESS POST
 OF1482'
 OF1482'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1482'IN CONCRETE COVERED 0.1 FT
 OF1482
 OF1482                          STATION RECOVERY (1977)
 OF1482
 OF1482'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1482'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1450 ***********************************************************************
 OF1450  DESIGNATION -  012 MCGS 1969
 OF1450  PID         -  OF1450
 OF1450  STATE/COUNTY-  NY/MONROE
 OF1450  USGS QUAD   -  FAIRPORT (1978)
 OF1450
 OF1450                         *CURRENT SURVEY CONTROL
 OF1450  ___________________________________________________________________
 OF1450* NAD 83(1996)-  43 04 59.95860(N)    077 26 31.29803(W)     ADJUSTED  
 OF1450* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 OF1450  ___________________________________________________________________
 OF1450  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OF1450  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1450
 OF1450  HORZ ORDER  -  SECOND
 OF1450
 OF1450.The horizontal coordinates were established by classical geodetic methods
 OF1450.and adjusted by the National Geodetic Survey in January 1999..
 OF1450
 OF1450.The orthometric height was scaled from a topographic map.
 OF1450
 OF1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1450
 OF1450.The geoid height was determined by GEOID03.
 OF1450
 OF1450;                    North         East     Units Scale Factor Converg.
 OF1450;SPC NY W     -   343,058.241   442,931.969   MT  1.00004371   +0 46 46.7
 OF1450;SPC NY W     - 1,125,516.91  1,453,185.97   sFT  1.00004371   +0 46 46.7
 OF1450;SPC NY C     -   342,783.870   180,080.145   MT  0.99999762   -0 35 11.6
 OF1450;SPC NY C     - 1,124,616.75    590,812.94   sFT  0.99999762   -0 35 11.6
 OF1450;UTM  18      - 4,772,962.076   301,219.431   MT  1.00008611   -1 40 07.0
 OF1450
 OF1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1450!SPC NY W     -   0.99997687  x   1.00004371  =   1.00002058
 OF1450!SPC NY C     -   0.99997687  x   0.99999762  =   0.99997449
 OF1450!UTM  18      -   0.99997687  x   1.00008611  =   1.00006298
 OF1450
 OF1450|---------------------------------------------------------------------|
 OF1450| PID    Reference Object                     Distance      Geod. Az  |
 OF1450|                                                           dddmmss.s |
 OF1450| OF1480 4 2 63                               48.939 METERS 17817     |
 OF1450| OF1485 TP 9043                             APPROX. 0.7 KM 1812650.4 |
 OF1450| OF1483 4 2 62                              APPROX. 0.8 KM 3590721.8 |
 OF1450|---------------------------------------------------------------------|
 OF1450
 OF1450                          SUPERSEDED SURVEY CONTROL
 OF1450
 OF1450  NAD 83(1986)-  43 04 59.96711(N)    077 26 31.29589(W) AD(       ) 2
 OF1450  NAD 27      -  43 04 59.73999(N)    077 26 32.31709(W) AD(       ) 2
 OF1450
 OF1450.Superseded values are not recommended for survey control.
 OF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1450.See file dsdata.txt to determine how the superseded data were derived.
 OF1450
 OF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0121972962(NAD 83)
 OF1450_MARKER: DD = SURVEY DISK
 OF1450_SETTING: 0 = UNSPECIFIED SETTING
 OF1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1450
 OF1450  HISTORY     - Date     Condition        Report By
 OF1450  HISTORY     - 1969     MONUMENTED       CGS
 OF1450  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1450  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 OF1450
 OF1450                          STATION DESCRIPTION
 OF1450
 OF1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1450'IN PERINTON, ALONG MOSLEY ROAD.
 OF1450'
 OF1450'0.3 MILE NORTH OF AYRAULT ROAD.
 OF1450'
 OF1450'7000 FEET NORTHEAST OF STATION OBRIEN.
 OF1450'
 OF1450'19.2 FEET EAST OF CENTER LINE.
 OF1450'
 OF1450'22.5 FEET SOUTH OF NORTH RANGE LINE OF HOUSE NO. 214.
 OF1450'
 OF1450'41.1 FEET SOUTHWEST OF A 4-INCH TULIPFERA TREE.
 OF1450'
 OF1450'87.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 OF1450'
 OF1450'56.3 FEET SOUTHWEST OF A 4-INCH MOUNTAIN ASH.
 OF1450'
 OF1450'21.3 FEET NORTHWEST OF A 10-INCH MAPLE TREE.
 OF1450'
 OF1450'24.1 FEET NORTH OF A WOOD POST AT NORTH EDGE OF DRIVEWAY.
 OF1450'
 OF1450'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1450'012 IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET.
 OF1450
 OF1450                          STATION RECOVERY (1977)
 OF1450
 OF1450'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1450'012 NOT RECOVERED.
 OF1450
 OF1450                          STATION RECOVERY (1995)
 OF1450
 OF1450'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1452 ***********************************************************************
 OF1452  DESIGNATION -  013 NYGS 1969
 OF1452  PID         -  OF1452
 OF1452  STATE/COUNTY-  NY/MONROE
 OF1452  USGS QUAD   -  FAIRPORT (1978)
 OF1452
 OF1452                         *CURRENT SURVEY CONTROL
 OF1452  ___________________________________________________________________
 OF1452* NAD 83(1996)-  43 04 35.83812(N)    077 26 32.59123(W)     ADJUSTED  
 OF1452* NAVD 88     -       198.40   (+/-2cm)     650.9    (feet)  VERTCON   
 OF1452  ___________________________________________________________________
 OF1452  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OF1452  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF1452
 OF1452  HORZ ORDER  -  SECOND
 OF1452  VERT ORDER  -  THIRD ? (See Below)
 OF1452
 OF1452.The horizontal coordinates were established by classical geodetic methods
 OF1452.and adjusted by the National Geodetic Survey in January 1999..
 OF1452
 OF1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1452.The vertical order pertains to the NGVD 29 superseded value.
 OF1452
 OF1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1452
 OF1452.The geoid height was determined by GEOID03.
 OF1452
 OF1452;                    North         East     Units Scale Factor Converg.
 OF1452;SPC NY W     -   342,313.533   442,912.844   MT  1.00004366   +0 46 45.5
 OF1452;SPC NY W     - 1,123,073.65  1,453,123.22   sFT  1.00004366   +0 46 45.5
 OF1452;SPC NY C     -   342,039.863   180,043.272   MT  0.99999768   -0 35 12.3
 OF1452;SPC NY C     - 1,122,175.78    590,691.97   sFT  0.99999768   -0 35 12.3
 OF1452;UTM  18      - 4,772,218.833   301,168.512   MT  1.00008636   -1 40 07.1
 OF1452
 OF1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1452!SPC NY W     -   0.99997442  x   1.00004366  =   1.00001808
 OF1452!SPC NY C     -   0.99997442  x   0.99999768  =   0.99997210
 OF1452!UTM  18      -   0.99997442  x   1.00008636  =   1.00006078
 OF1452
 OF1452|---------------------------------------------------------------------|
 OF1452| PID    Reference Object                     Distance      Geod. Az  |
 OF1452|                                                           dddmmss.s |
 OF1452| OF1485 TP 9043                              19.344 METERS 03408     |
 OF1452| OF1487 4726                                APPROX. 0.8 KM 1792026.0 |
 OF1452|---------------------------------------------------------------------|
 OF1452
 OF1452                          SUPERSEDED SURVEY CONTROL
 OF1452
 OF1452  NAD 83(1986)-  43 04 35.84666(N)    077 26 32.58906(W) AD(       ) 2
 OF1452  NAD 27      -  43 04 35.61891(N)    077 26 33.61038(W) AD(       ) 2
 OF1452  NGVD 29 (07/19/86)  198.57   (m)          651.5    (f) LEVELING    3  
 OF1452
 OF1452.Superseded values are not recommended for survey control.
 OF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1452.See file dsdata.txt to determine how the superseded data were derived.
 OF1452
 OF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0116972219(NAD 83)
 OF1452_MARKER: DD = SURVEY DISK
 OF1452_SETTING: 0 = UNSPECIFIED SETTING
 OF1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1452
 OF1452  HISTORY     - Date     Condition        Report By
 OF1452  HISTORY     - 1935     MONUMENTED       NYGS
 OF1452  HISTORY     - 1969     GOOD             CGS
 OF1452  HISTORY     - 1973     GOOD             NY-055
 OF1452  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF1452
 OF1452                          STATION DESCRIPTION
 OF1452
 OF1452'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1452'IN PERINTON, 0.3 MILES SOUTH OF AYRAULT ROAD, WEST OF
 OF1452'FAIRPORT-HANNANS CORNERS ROAD, AND 2 FEET WEST OF FAIRPORT WATER
 OF1452'TOWER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK
 OF1452'IN CONCRETE FLUSH WITH GROUND.
 OF1452
 OF1452                          STATION RECOVERY (1969)
 OF1452
 OF1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1452'DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1452'
 OF1452'IN PERINTON, WEST OF MOSLEY CIRCLE.
 OF1452'
 OF1452'0.2 MILE SOUTH OF INTERSECTION OF MOSLEY ROAD AND AYRAULT ROAD.
 OF1452'
 OF1452'1.0 FEET WEST OF CONCRETE BASE, FAIRPORT WATER TOWER.
 OF1452'
 OF1452'4800 FEET NORTHEAST OF STATION OBRIEN, 1969.
 OF1452'
 OF1452'STATION IS A USC AND GS AND STATE SURVEY STANDARD DISK SET IN
 OF1452'CONCRETE PROJECTING 3-INCHES.
 OF1452
 OF1452                          STATION RECOVERY (1973)
 OF1452
 OF1452'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1452'DESCRIPTION IS ADEQUATE.
 OF1452
 OF1452                          STATION RECOVERY (1995)
 OF1452
 OF1452'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1507 ***********************************************************************
 OF1507  DESIGNATION -  016 1
 OF1507  PID         -  OF1507
 OF1507  STATE/COUNTY-  NY/MONROE
 OF1507  USGS QUAD   -  FAIRPORT (1978)
 OF1507
 OF1507                         *CURRENT SURVEY CONTROL
 OF1507  ___________________________________________________________________
 OF1507* NAD 83(1996)-  43 04 44.38463(N)    077 27 44.07136(W)     ADJUSTED  
 OF1507* NAVD 88     -       138.66   (+/-2cm)     454.9    (feet)  VERTCON   
 OF1507  ___________________________________________________________________
 OF1507  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OF1507  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1507
 OF1507  HORZ ORDER  -  SECOND
 OF1507  VERT ORDER  -  THIRD ? (See Below)
 OF1507
 OF1507.The horizontal coordinates were established by classical geodetic methods
 OF1507.and adjusted by the National Geodetic Survey in January 1999..
 OF1507
 OF1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1507.The vertical order pertains to the NGVD 29 superseded value.
 OF1507
 OF1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1507
 OF1507.The geoid height was determined by GEOID03.
 OF1507
 OF1507;                    North         East     Units Scale Factor Converg.
 OF1507;SPC NY W     -   342,555.459   441,292.367   MT  1.00003999   +0 45 56.8
 OF1507;SPC NY W     - 1,123,867.37  1,447,806.71   sFT  1.00003999   +0 45 56.8
 OF1507;SPC NY C     -   342,320.340   178,429.092   MT  1.00000049   -0 36 01.2
 OF1507;SPC NY C     - 1,123,095.98    585,396.11   sFT  1.00000049   -0 36 01.2
 OF1507;UTM  18      - 4,772,529.767   299,559.769   MT  1.00009427   -1 40 56.2
 OF1507
 OF1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1507!SPC NY W     -   0.99998379  x   1.00003999  =   1.00002378
 OF1507!SPC NY C     -   0.99998379  x   1.00000049  =   0.99998428
 OF1507!UTM  18      -   0.99998379  x   1.00009427  =   1.00007806
 OF1507
 OF1507|---------------------------------------------------------------------|
 OF1507| PID    Reference Object                     Distance      Geod. Az  |
 OF1507|                                                           dddmmss.s |
 OF1507| OF1503 TP 9042                             143.950 METERS 06308     |
 OF1507| OF1511 4714                                APPROX. 0.5 KM 2691714.8 |
 OF1507|---------------------------------------------------------------------|
 OF1507
 OF1507                          SUPERSEDED SURVEY CONTROL
 OF1507
 OF1507  NAD 83(1986)-  43 04 44.39312(N)    077 27 44.06923(W) AD(       ) 2
 OF1507  NAD 27      -  43 04 44.16563(N)    077 27 45.08851(W) AD(       ) 2
 OF1507  NGVD 29 (07/19/86)  138.83   (m)          455.5    (f) LEVELING    3  
 OF1507
 OF1507.Superseded values are not recommended for survey control.
 OF1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1507.See file dsdata.txt to determine how the superseded data were derived.
 OF1507
 OF1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9956072530(NAD 83)
 OF1507_MARKER: DD = SURVEY DISK
 OF1507_SETTING: 0 = UNSPECIFIED SETTING
 OF1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1507
 OF1507  HISTORY     - Date     Condition        Report By
 OF1507  HISTORY     - 1940     MONUMENTED       NYGS
 OF1507  HISTORY     - 1973     GOOD             NY-055
 OF1507  HISTORY     - 1977     GOOD             NY-055
 OF1507  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1507
 OF1507                          STATION DESCRIPTION
 OF1507
 OF1507'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1507'IN PERINTON, ON SOUTH SIDE OF AYRAULT ROAD, AT INTERSECTION OF
 OF1507'JEFFERSON ROAD, 11.2 FEET SOUTH OF CENTER LINE OF AYRAULT ROAD,
 OF1507'2.0 FEET EAST OF CENTER LINE OF JEFFERSON ROAD (EXTENDED), 1.0
 OF1507'FOOT NORTH OF SOUTH RIGHT-OF-WAY FENCE, 144.5 FEET EAST OF EAST
 OF1507'RANGE LINE OF G.W. EVANS HOUSE, AND 50.0 FEET SOUTHEAST OF
 OF1507'R.T.C. POLE NO. 400/49.  STATION IS A U.S.C. AND G.S. AND STATE
 OF1507'SURVEY STANDARD DISK IN CONCRETE 0.3 FOOT BELOW GROUND.
 OF1507
 OF1507                          STATION RECOVERY (1973)
 OF1507
 OF1507'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1507'A NEW DESCRIPTION FOLLOWS--
 OF1507'
 OF1507'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF THE INTERSECTION
 OF1507'OF AYRAULT ROAD (RT. 021) AND JEFFERSON AVE.
 OF1507'
 OF1507'11.7 FT S. OF C.L. OF AYRAULT ROAD
 OF1507'
 OF1507'3.1 FT E. OF C.L. OF JEFFERSON AVE. PRODUCED
 OF1507'
 OF1507'46.7 FT SE OF FMC 400, 49
 OF1507'
 OF1507'5.6 FT NW OF OLD CONCRETE FOUNDATION FOR TRAFFIC SIGN
 OF1507'
 OF1507'1.4 FT N OF MONROE COUNTY WITNESS POST
 OF1507'
 OF1507'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1507'IN CONCRETE COVERED 0.1 FT
 OF1507
 OF1507                          STATION RECOVERY (1977)
 OF1507
 OF1507'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1507'GOOD
 OF1507
 OF1507                          STATION RECOVERY (1995)
 OF1507
 OF1507'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1461 ***********************************************************************
 OF1461  DESIGNATION -  018 MCGS 1969
 OF1461  PID         -  OF1461
 OF1461  STATE/COUNTY-  NY/MONROE
 OF1461  USGS QUAD   -  FAIRPORT (1978)
 OF1461
 OF1461                         *CURRENT SURVEY CONTROL
 OF1461  ___________________________________________________________________
 OF1461* NAD 83(1996)-  43 04 53.31059(N)    077 29 42.67075(W)     ADJUSTED  
 OF1461* NAVD 88     -       131.5    (meters)     431.     (feet)  VERTCON   
 OF1461  ___________________________________________________________________
 OF1461  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 OF1461  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF1461
 OF1461  HORZ ORDER  -  SECOND
 OF1461
 OF1461.The horizontal coordinates were established by classical geodetic methods
 OF1461.and adjusted by the National Geodetic Survey in January 1999..
 OF1461
 OF1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1461
 OF1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1461
 OF1461.The geoid height was determined by GEOID03.
 OF1461
 OF1461;                    North         East     Units Scale Factor Converg.
 OF1461;SPC NY W     -   342,795.565   438,606.063   MT  1.00003405   +0 44 35.9
 OF1461;SPC NY W     - 1,124,655.12  1,438,993.39   sFT  1.00003405   +0 44 35.9
 OF1461;UTM  18      - 4,772,884.422   296,886.002   MT  1.00010754   -1 42 17.6
 OF1461
 OF1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1461!SPC NY W     -   0.99998492  x   1.00003405  =   1.00001897
 OF1461!UTM  18      -   0.99998492  x   1.00010754  =   1.00009245
 OF1461
 OF1461|---------------------------------------------------------------------|
 OF1461| PID    Reference Object                     Distance      Geod. Az  |
 OF1461|                                                           dddmmss.s |
 OF1461| OF1533 4317                                110.548 METERS 12849     |
 OF1461| OF2032 019 MCGS 1969                       APPROX. 0.6 KM 3145535.5 |
 OF1461|---------------------------------------------------------------------|
 OF1461
 OF1461                          SUPERSEDED SURVEY CONTROL
 OF1461
 OF1461  NAD 83(1986)-  43 04 53.31892(N)    077 29 42.66873(W) AD(       ) 2
 OF1461  NAD 27      -  43 04 53.09202(N)    077 29 43.68228(W) AD(       ) 2
 OF1461  NGVD 29 (07/19/86)  131.7    (m)          432.     (f) VERT ANG       
 OF1461
 OF1461.Superseded values are not recommended for survey control.
 OF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1461.See file dsdata.txt to determine how the superseded data were derived.
 OF1461
 OF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9688672884(NAD 83)
 OF1461_MARKER: DD = SURVEY DISK
 OF1461_SETTING: 0 = UNSPECIFIED SETTING
 OF1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1461
 OF1461  HISTORY     - Date     Condition        Report By
 OF1461  HISTORY     - 1969     MONUMENTED       NY-055
 OF1461  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1461  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 OF1461
 OF1461                          STATION DESCRIPTION
 OF1461
 OF1461'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1461'IN PITTSFORD ALONG PALMYRA ROAD.
 OF1461'
 OF1461'0.1 MILE NORTHWEST OF MARSH ROAD.
 OF1461'
 OF1461'1.1 MILE EAST OF STATION PITTSFORD, 1969.
 OF1461'
 OF1461'25.0 FEET WEST OF SQUARE POST.
 OF1461'
 OF1461'11.8 FEET WEST OF EAST RANGELINE OF BARN
 OF1461'
 OF1461'140.4 FEET WEST OF WEST RANGELINE OF HOUSE 5595.
 OF1461'
 OF1461'38.4 FEET NORTHEAST OF MAPLE TREE.
 OF1461'
 OF1461'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1461'DISK STAMPED 018 IN THE TOP OF A CONCRETE POST 0.9 FEET BELOW GRADE.
 OF1461
 OF1461                          STATION RECOVERY (1977)
 OF1461
 OF1461'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1461'018 NOT RECOVERED.
 OF1461
 OF1461                          STATION RECOVERY (1995)
 OF1461
 OF1461'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2032 ***********************************************************************
 OF2032  DESIGNATION -  019 MCGS 1969
 OF2032  PID         -  OF2032
 OF2032  STATE/COUNTY-  NY/MONROE
 OF2032  USGS QUAD   -  PITTSFORD (1978)
 OF2032
 OF2032                         *CURRENT SURVEY CONTROL
 OF2032  ___________________________________________________________________
 OF2032* NAD 83(1996)-  43 05 06.15281(N)    077 30 00.23714(W)     ADJUSTED  
 OF2032* NAVD 88     -       139.8    (meters)     459.     (feet)  VERTCON   
 OF2032  ___________________________________________________________________
 OF2032  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 OF2032  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2032
 OF2032  HORZ ORDER  -  SECOND
 OF2032
 OF2032.The horizontal coordinates were established by classical geodetic methods
 OF2032.and adjusted by the National Geodetic Survey in January 1999..
 OF2032
 OF2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2032
 OF2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2032
 OF2032.The geoid height was determined by GEOID03.
 OF2032
 OF2032;                    North         East     Units Scale Factor Converg.
 OF2032;SPC NY W     -   343,186.707   438,203.607   MT  1.00003317   +0 44 24.0
 OF2032;SPC NY W     - 1,125,938.39  1,437,673.00   sFT  1.00003317   +0 44 24.0
 OF2032;UTM  18      - 4,773,292.429   296,500.593   MT  1.00010947   -1 42 30.0
 OF2032
 OF2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2032!SPC NY W     -   0.99998362  x   1.00003317  =   1.00001679
 OF2032!UTM  18      -   0.99998362  x   1.00010947  =   1.00009308
 OF2032
 OF2032:                Primary Azimuth Mark                     Grid Az
 OF2032:SPC NY W     -  018 MCGS 1969                            134 10 59.5
 OF2032:UTM  18      -  018 MCGS 1969                            136 37 53.5
 OF2032
 OF2032|---------------------------------------------------------------------|
 OF2032| PID    Reference Object                     Distance      Geod. Az  |
 OF2032|                                                           dddmmss.s |
 OF2032| OF1461 018 MCGS 1969                       APPROX. 0.6 KM 1345523.5 |
 OF2032| OF2057 4316                                229.602 METERS 31239     |
 OF2032|---------------------------------------------------------------------|
 OF2032
 OF2032                          SUPERSEDED SURVEY CONTROL
 OF2032
 OF2032  NAD 83(1986)-  43 05 06.16112(N)    077 30 00.23515(W) AD(       ) 2
 OF2032  NAD 27      -  43 05 05.93443(N)    077 30 01.24782(W) AD(       ) 2
 OF2032  NGVD 29 (07/19/86)  140.0    (m)          459.     (f) VERT ANG       
 OF2032
 OF2032.Superseded values are not recommended for survey control.
 OF2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2032.See file dsdata.txt to determine how the superseded data were derived.
 OF2032
 OF2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9650173292(NAD 83)
 OF2032_MARKER: DD = SURVEY DISK
 OF2032_SETTING: 0 = UNSPECIFIED SETTING
 OF2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2032
 OF2032  HISTORY     - Date     Condition        Report By
 OF2032  HISTORY     - 1969     MONUMENTED       NY-055
 OF2032  HISTORY     - 1973     GOOD             NY-055
 OF2032  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 OF2032
 OF2032                          STATION DESCRIPTION
 OF2032
 OF2032'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2032'IN PITTSFORD ALONG PALMYRA ROAD AT MITCHELL ROAD.
 OF2032'
 OF2032'85.5 FEET NORTH OF CENTER LINE OF MITCHELL ROAD.
 OF2032'
 OF2032'22.2 FEET WEST OF CENTER LINE OF PALMYRA ROAD (RT. 31).
 OF2032'
 OF2032'54.9 FEET NORTH OF SIGN POST.
 OF2032'
 OF2032'22.6 FEET NORTHEAST OF NY RT. 31 SIGN POST.
 OF2032'
 OF2032'39.0 FEET NORTHEAST OF RTC POLE 167-1/2 RGE POLE 31.
 OF2032'
 OF2032'82.5 FEET SOUTHEAST OF POLE ON EAST SIDE OF PALMYRA ROAD.
 OF2032'
 OF2032'0.95 MILES NORTHEAST OF STATION PITTSFORD 1969.
 OF2032'
 OF2032'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2032'DISK STAMPED 019 IN THE TOP OF A CONCRETE POST.
 OF2032
 OF2032                          STATION RECOVERY (1973)
 OF2032
 OF2032'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2032'DESCRIPTION IS ADEQUATE.
 OF2032
 OF2032                          STATION RECOVERY (1995)
 OF2032
 OF2032'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4569 ***********************************************************************
 KU4569  DESIGNATION -  01E 18N
 KU4569  PID         -  KU4569
 KU4569  STATE/COUNTY-  NY/NASSAU
 KU4569  USGS QUAD   -  FLUSHING (1979)
 KU4569
 KU4569                         *CURRENT SURVEY CONTROL
 KU4569  ___________________________________________________________________
 KU4569* NAD 83(1996)-  40 48 50.79546(N)    073 45 26.99039(W)     ADJUSTED  
 KU4569* NAVD 88     -        14.8    (meters)      49.     (feet)  VERTCON   
 KU4569  ___________________________________________________________________
 KU4569  X           -   1,352,113.197 (meters)                     COMP
 KU4569  Y           -  -4,641,150.738 (meters)                     COMP
 KU4569  Z           -   4,146,810.677 (meters)                     COMP
 KU4569  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KU4569  ELLIP HEIGHT-         -16.43  (meters)          (12/03/02) GPS OBS
 KU4569  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU4569
 KU4569  HORZ ORDER  -  FIRST
 KU4569  ELLP ORDER  -  FOURTH    CLASS II
 KU4569
 KU4569.The horizontal coordinates were established by GPS observations
 KU4569.and adjusted by the National Geodetic Survey in January 1999..
 KU4569
 KU4569.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4569
 KU4569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4569
 KU4569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4569
 KU4569.The ellipsoidal height was determined by GPS observations
 KU4569.and is referenced to NAD 83.
 KU4569
 KU4569.The geoid height was determined by GEOID03.
 KU4569
 KU4569;                    North         East     Units Scale Factor Converg.
 KU4569;SPC NY L     -    71,924.470   320,460.095   MT  0.99999510   +0 09 31.0
 KU4569;SPC NY L     -   235,972.20  1,051,376.16   sFT  0.99999510   +0 09 31.0
 KU4569;SPC NY E     -   220,171.428   212,639.776   MT  0.99994828   +0 29 07.2
 KU4569;SPC NY E     -   722,345.76    697,635.67   sFT  0.99994828   +0 29 07.2
 KU4569;UTM  18      - 4,518,864.538   604,790.622   MT  0.99973516   +0 48 43.9
 KU4569
 KU4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4569!SPC NY L     -   1.00000258  x   0.99999510  =   0.99999768
 KU4569!SPC NY E     -   1.00000258  x   0.99994828  =   0.99995086
 KU4569!UTM  18      -   1.00000258  x   0.99973516  =   0.99973774
 KU4569
 KU4569|---------------------------------------------------------------------|
 KU4569| PID    Reference Object                     Distance      Geod. Az  |
 KU4569|                                                           dddmmss.s |
 KU4569| KU4570 01E 18N AZ                          129.071 METERS 18857     |
 KU4569|---------------------------------------------------------------------|
 KU4569
 KU4569                          SUPERSEDED SURVEY CONTROL
 KU4569
 KU4569  ELLIP H (09/01/99)  -16.43   (m)                       GP(       ) 4 1
 KU4569  NAD 83(1996)-  40 48 50.79847(N)    073 45 26.98931(W) AD(       ) 1
 KU4569  NAD 83(1992)-  40 48 50.79834(N)    073 45 26.98912(W) AD(       ) 1
 KU4569  NAD 83(1986)-  40 48 50.79856(N)    073 45 26.99085(W) AD(       ) 1
 KU4569  NGVD 29 (03/24/92)   15.2    (m)           50.     (f) GPS OBS        
 KU4569
 KU4569.Superseded values are not recommended for survey control.
 KU4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4569.See file dsdata.txt to determine how the superseded data were derived.
 KU4569
 KU4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0479118865(NAD 83)
 KU4569_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4569_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4569_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4569_STAMPING: 01E18N
 KU4569_MARK LOGO: NYDPW 
 KU4569_PROJECTION: RECESSED 8 CENTIMETERS
 KU4569_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4569+STABILITY: POSITION/ELEVATION WELL
 KU4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4569+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4569_ROD/PIPE-DEPTH: 7.88 meters
 KU4569_SLEEVE-DEPTH  : 1.52 meters
 KU4569
 KU4569  HISTORY     - Date     Condition        Report By
 KU4569  HISTORY     - 1989     MONUMENTED       SBAS
 KU4569  HISTORY     - 19910205 GOOD
 KU4569
 KU4569                          STATION DESCRIPTION
 KU4569
 KU4569'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4569'POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 393 FEET
 KU4569'(119.8 M) SOUTH OF THE CENTERLINE OF SUNSET ROAD AND 19 FEET (5.8 M)
 KU4569'EAST OF THE CENTERLINE OF STEEPING STONE ROAD, IN THE PAVED ROADWAY.
 KU4569'LOCATION TIES ARE 41.2 FEET (12.6 M) FROM THE NEW YORK TELEPHONE
 KU4569'UTLILITY POLE, 85.8 FEET (26.2 M) FROM THE DRAIN MANHOLE AND 66.2
 KU4569'FEET (20.2 M) FROM THE START OF THE CHAIN LINK FENCE.
 KU4569
 KU4569                          STATION RECOVERY (1991)
 KU4569
 KU4569'RECOVERED 1991
 KU4569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4570 ***********************************************************************
 KU4570  DESIGNATION -  01E 18N AZ
 KU4570  PID         -  KU4570
 KU4570  STATE/COUNTY-  NY/NASSAU
 KU4570  USGS QUAD   -  FLUSHING (1979)
 KU4570
 KU4570                         *CURRENT SURVEY CONTROL
 KU4570  ___________________________________________________________________
 KU4570* NAD 83(1996)-  40 48 46.66231(N)    073 45 27.84789(W)     ADJUSTED  
 KU4570* NAVD 88     -        16.4    (meters)      54.     (feet)  VERTCON   
 KU4570  ___________________________________________________________________
 KU4570  X           -   1,352,117.551 (meters)                     COMP
 KU4570  Y           -  -4,641,237.534 (meters)                     COMP
 KU4570  Z           -   4,146,715.235 (meters)                     COMP
 KU4570  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 KU4570  ELLIP HEIGHT-         -14.82  (meters)          (12/03/02) GPS OBS
 KU4570  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4570
 KU4570  HORZ ORDER  -  FIRST
 KU4570  ELLP ORDER  -  FOURTH    CLASS II
 KU4570
 KU4570.The horizontal coordinates were established by GPS observations
 KU4570.and adjusted by the National Geodetic Survey in January 1999..
 KU4570
 KU4570.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4570
 KU4570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4570
 KU4570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4570
 KU4570.The ellipsoidal height was determined by GPS observations
 KU4570.and is referenced to NAD 83.
 KU4570
 KU4570.The geoid height was determined by GEOID03.
 KU4570
 KU4570;                    North         East     Units Scale Factor Converg.
 KU4570;SPC NY L     -    71,796.919   320,440.351   MT  0.99999511   +0 09 30.5
 KU4570;SPC NY L     -   235,553.73  1,051,311.38   sFT  0.99999511   +0 09 30.5
 KU4570;SPC NY E     -   220,043.772   212,620.761   MT  0.99994825   +0 29 06.6
 KU4570;SPC NY E     -   721,926.94    697,573.28   sFT  0.99994825   +0 29 06.6
 KU4570;UTM  18      - 4,518,736.803   604,772.339   MT  0.99973511   +0 48 43.2
 KU4570
 KU4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4570!SPC NY L     -   1.00000232  x   0.99999511  =   0.99999743
 KU4570!SPC NY E     -   1.00000232  x   0.99994825  =   0.99995057
 KU4570!UTM  18      -   1.00000232  x   0.99973511  =   0.99973743
 KU4570
 KU4570|---------------------------------------------------------------------|
 KU4570| PID    Reference Object                     Distance      Geod. Az  |
 KU4570|                                                           dddmmss.s |
 KU4570| KU4569 01E 18N                             129.071 METERS 00857     |
 KU4570|---------------------------------------------------------------------|
 KU4570
 KU4570                          SUPERSEDED SURVEY CONTROL
 KU4570
 KU4570  ELLIP H (09/01/99)  -14.82   (m)                       GP(       ) 4 1
 KU4570  NAD 83(1996)-  40 48 46.66532(N)    073 45 27.84680(W) AD(       ) 1
 KU4570  NAD 83(1992)-  40 48 46.66519(N)    073 45 27.84662(W) AD(       ) 1
 KU4570  NAD 83(1986)-  40 48 46.66546(N)    073 45 27.84831(W) AD(       ) 1
 KU4570  NGVD 29 (03/24/92)   16.8    (m)           55.     (f) GPS OBS        
 KU4570
 KU4570.Superseded values are not recommended for survey control.
 KU4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4570.See file dsdata.txt to determine how the superseded data were derived.
 KU4570
 KU4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0477218737(NAD 83)
 KU4570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4570_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4570_STAMPING: 01E18NAZ
 KU4570_MARK LOGO: NYDPW 
 KU4570_PROJECTION: RECESSED 8 CENTIMETERS
 KU4570_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4570+STABILITY: POSITION/ELEVATION WELL
 KU4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4570+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4570_ROD/PIPE-DEPTH: 7.27 meters
 KU4570_SLEEVE-DEPTH  : 1.52 meters
 KU4570
 KU4570  HISTORY     - Date     Condition        Report By
 KU4570  HISTORY     - 1989     MONUMENTED       SBAS
 KU4570  HISTORY     - 19910311 GOOD
 KU4570
 KU4570                          STATION DESCRIPTION
 KU4570
 KU4570'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4570'POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 340 FEET
 KU4570'(103.6 M) NORTH OF THE CENTERLINE STEPPING STONE ROAD AND 18 FEET
 KU4570'(5.5 M) WEST OF THE CENTERLINE OF STEPPING STONE LANE,IN THE PAVED
 KU4570'ROADWAY.
 KU4570'LOCATION TIES ARE 52.5 FEET (16.0 M) FROM THE NEW YORK TELEPHONE
 KU4570'UTILITY POLE, 14.2 FEET (4.3 M) FROM THE LIGHT POLE AND 51.5 FEET
 KU4570'(15.7 M) FROM THE END POST OF THE CHAIN LINK FENCE AT THE NORTH EAST
 KU4570'CORNER OF THE TICKET BOOTH.
 KU4570
 KU4570                          STATION RECOVERY (1991)
 KU4570
 KU4570'RECOVERED 1991
 KU4570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1549 ***********************************************************************
 OF1549  DESIGNATION -  026 MCGS 1969
 OF1549  PID         -  OF1549
 OF1549  STATE/COUNTY-  NY/MONROE
 OF1549  USGS QUAD   -  WEBSTER (1978)
 OF1549
 OF1549                         *CURRENT SURVEY CONTROL
 OF1549  ___________________________________________________________________
 OF1549* NAD 83(1996)-  43 09 50.98676(N)    077 24 01.66637(W)     ADJUSTED  
 OF1549* NAVD 88     -       158.9    (meters)     521.     (feet)  VERTCON   
 OF1549  ___________________________________________________________________
 OF1549  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 OF1549  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1549
 OF1549  HORZ ORDER  -  SECOND
 OF1549
 OF1549.The horizontal coordinates were established by classical geodetic methods
 OF1549.and adjusted by the National Geodetic Survey in January 1999..
 OF1549
 OF1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1549
 OF1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1549
 OF1549.The geoid height was determined by GEOID03.
 OF1549
 OF1549;                    North         East     Units Scale Factor Converg.
 OF1549;SPC NY W     -   352,085.763   446,189.663   MT  1.00005128   +0 48 33.3
 OF1549;SPC NY W     - 1,155,134.71  1,463,873.92   sFT  1.00005128   +0 48 33.3
 OF1549;SPC NY C     -   351,730.619   183,552.129   MT  0.99999180   -0 33 32.4
 OF1549;SPC NY C     - 1,153,969.54    602,203.94   sFT  0.99999180   -0 33 32.4
 OF1549;UTM  18      - 4,781,842.348   304,860.171   MT  1.00006846   -1 38 33.5
 OF1549
 OF1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1549!SPC NY W     -   0.99998065  x   1.00005128  =   1.00003193
 OF1549!SPC NY C     -   0.99998065  x   0.99999180  =   0.99997245
 OF1549!UTM  18      -   0.99998065  x   1.00006846  =   1.00004911
 OF1549
 OF1549:                Primary Azimuth Mark                     Grid Az
 OF1549:SPC NY W     -  SWEET                                    203 04 38.5
 OF1549:SPC NY C     -  SWEET                                    204 26 44.2
 OF1549:UTM  18      -  SWEET                                    205 31 45.3
 OF1549
 OF1549|---------------------------------------------------------------------|
 OF1549| PID    Reference Object                     Distance      Geod. Az  |
 OF1549|                                                           dddmmss.s |
 OF1549| OF1541 SWEET                               APPROX. 1.3 KM 2035311.8 |
 OF1549|---------------------------------------------------------------------|
 OF1549
 OF1549                          SUPERSEDED SURVEY CONTROL
 OF1549
 OF1549  NAD 83(1986)-  43 09 50.99555(N)    077 24 01.66452(W) AD(       ) 2
 OF1549  NAD 27      -  43 09 50.76817(N)    077 24 02.68848(W) AD(       ) 2
 OF1549  NGVD 29 (07/19/86)  159.1    (m)          522.     (f) VERT ANG       
 OF1549
 OF1549.Superseded values are not recommended for survey control.
 OF1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1549.See file dsdata.txt to determine how the superseded data were derived.
 OF1549
 OF1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0486081842(NAD 83)
 OF1549_MARKER: DD = SURVEY DISK
 OF1549_SETTING: 0 = UNSPECIFIED SETTING
 OF1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1549
 OF1549  HISTORY     - Date     Condition        Report By
 OF1549  HISTORY     - 1969     MONUMENTED       NY-055
 OF1549  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1549  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OF1549  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 OF1549
 OF1549                          STATION DESCRIPTION
 OF1549
 OF1549'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1549'IN PENFIELD ALONG SALT ROAD.
 OF1549'
 OF1549'0.3 MILE NORTH OF ATLANTIC AVENUE.
 OF1549'
 OF1549'0.85 MILE NORTH-NORTHEAST OF STATION SWEET, 1939.
 OF1549'
 OF1549'14.8 FEET EAST OF CENTERLINE OF SALT ROAD.
 OF1549'
 OF1549'166.2 FEET SOUTHEAST OF FIRE HYDRANT.
 OF1549'
 OF1549'170.0 FEET SOUTH-SOUTHEAST OF POLE (NO NUMBER).
 OF1549'
 OF1549'330.0 FEET SOUTH OF SOUTH RANGELINE OF HOUSE 1606.
 OF1549'
 OF1549'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD DISK
 OF1549'STAMPED 026 IN THE TOP OF A CONCRETE POST COVERED 1.2 FEET.
 OF1549
 OF1549                          STATION RECOVERY (1977)
 OF1549
 OF1549'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1549'026 NOT RECOVERED.
 OF1549
 OF1549                          STATION RECOVERY (1985)
 OF1549
 OF1549'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1549'026 NOT RECOVERED.
 OF1549'
 OF1549'NEW ROAD CONSTRUCTION.
 OF1549
 OF1549                          STATION RECOVERY (1995)
 OF1549
 OF1549'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1554 ***********************************************************************
 OF1554  DESIGNATION -  027 MCGS 1969
 OF1554  PID         -  OF1554
 OF1554  STATE/COUNTY-  NY/MONROE
 OF1554  USGS QUAD   -  WEBSTER (1978)
 OF1554
 OF1554                         *CURRENT SURVEY CONTROL
 OF1554  ___________________________________________________________________
 OF1554* NAD 83(1996)-  43 09 25.13922(N)    077 24 02.19723(W)     ADJUSTED  
 OF1554* NAVD 88     -       164.3    (meters)     539.     (feet)  VERTCON   
 OF1554  ___________________________________________________________________
 OF1554  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 OF1554  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF1554
 OF1554  HORZ ORDER  -  SECOND
 OF1554
 OF1554.The horizontal coordinates were established by classical geodetic methods
 OF1554.and adjusted by the National Geodetic Survey in January 1999..
 OF1554
 OF1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1554
 OF1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1554
 OF1554.The geoid height was determined by GEOID03.
 OF1554
 OF1554;                    North         East     Units Scale Factor Converg.
 OF1554;SPC NY W     -   351,287.978   446,188.936   MT  1.00005128   +0 48 32.6
 OF1554;SPC NY W     - 1,152,517.31  1,463,871.53   sFT  1.00005128   +0 48 32.6
 OF1554;SPC NY C     -   350,933.127   183,532.354   MT  0.99999183   -0 33 32.5
 OF1554;SPC NY C     - 1,151,353.10    602,139.06   sFT  0.99999183   -0 33 32.5
 OF1554;UTM  18      - 4,781,045.311   304,825.316   MT  1.00006863   -1 38 33.1
 OF1554
 OF1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1554!SPC NY W     -   0.99997980  x   1.00005128  =   1.00003108
 OF1554!SPC NY C     -   0.99997980  x   0.99999183  =   0.99997163
 OF1554!UTM  18      -   0.99997980  x   1.00006863  =   1.00004843
 OF1554
 OF1554:                Primary Azimuth Mark                     Grid Az
 OF1554:SPC NY W     -  SWEET                                    230 07 07.7
 OF1554:SPC NY C     -  SWEET                                    231 29 12.8
 OF1554:UTM  18      -  SWEET                                    232 34 13.4
 OF1554
 OF1554|---------------------------------------------------------------------|
 OF1554| PID    Reference Object                     Distance      Geod. Az  |
 OF1554|                                                           dddmmss.s |
 OF1554| OF1541 SWEET                               APPROX. 0.7 KM 2305540.3 |
 OF1554|---------------------------------------------------------------------|
 OF1554
 OF1554                          SUPERSEDED SURVEY CONTROL
 OF1554
 OF1554  NAD 83(1986)-  43 09 25.14801(N)    077 24 02.19536(W) AD(       ) 2
 OF1554  NAD 27      -  43 09 24.92056(N)    077 24 03.21966(W) AD(       ) 2
 OF1554  NGVD 29 (07/19/86)  164.5    (m)          540.     (f) VERT ANG       
 OF1554
 OF1554.Superseded values are not recommended for survey control.
 OF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1554.See file dsdata.txt to determine how the superseded data were derived.
 OF1554
 OF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0482581045(NAD 83)
 OF1554_MARKER: DD = SURVEY DISK
 OF1554_SETTING: 0 = UNSPECIFIED SETTING
 OF1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1554
 OF1554  HISTORY     - Date     Condition        Report By
 OF1554  HISTORY     - 1969     MONUMENTED       NY-055
 OF1554  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1554  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 OF1554
 OF1554                          STATION DESCRIPTION
 OF1554
 OF1554'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1554'IN PENFIELD ALONG SALT ROAD.
 OF1554'
 OF1554'0.15 MILE SOUTH OF ATLANTIC AVENUE.
 OF1554'
 OF1554'0.4 MILE NORTHEAST OF STATION SWEET, 1939.
 OF1554'
 OF1554'13.0 FEET WEST OF CENTERLINE OF SALT ROAD.
 OF1554'
 OF1554'175.0 FEET SOUTH SOUTHEAST OF FIRE HYDRANT.
 OF1554'
 OF1554'109.0 FEET SOUTH OF SOUTH RANGELINE OF HOUSE 1722.
 OF1554'
 OF1554'116.7 FEET SOUTHWEST OF 46 INCH MAPLE TREE.
 OF1554'
 OF1554'58.0 FEET SOUTHWEST OF 48 INCH MAPLE TREE.
 OF1554'
 OF1554'35.0 FEET WEST OF RG AND E POLE 178.
 OF1554'
 OF1554'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1554'DISK STAMPED 027 IN THE TOP OF A CONCRETE POST COVERED 1.2 FEET.
 OF1554
 OF1554                          STATION RECOVERY (1977)
 OF1554
 OF1554'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1554'027 NOT RECOVERED.
 OF1554
 OF1554                          STATION RECOVERY (1995)
 OF1554
 OF1554'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1555 ***********************************************************************
 OF1555  DESIGNATION -  028 MCGS 1969
 OF1555  PID         -  OF1555
 OF1555  STATE/COUNTY-  NY/MONROE
 OF1555  USGS QUAD   -  WEBSTER (1978)
 OF1555
 OF1555                         *CURRENT SURVEY CONTROL
 OF1555  ___________________________________________________________________
 OF1555* NAD 83(1996)-  43 08 53.21708(N)    077 24 02.17857(W)     ADJUSTED  
 OF1555* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 OF1555  ___________________________________________________________________
 OF1555  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OF1555  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF1555
 OF1555  HORZ ORDER  -  SECOND
 OF1555
 OF1555.The horizontal coordinates were established by classical geodetic methods
 OF1555.and adjusted by the National Geodetic Survey in January 1999..
 OF1555
 OF1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1555
 OF1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1555
 OF1555.The geoid height was determined by GEOID03.
 OF1555
 OF1555;                    North         East     Units Scale Factor Converg.
 OF1555;SPC NY W     -   350,302.917   446,203.267   MT  1.00005131   +0 48 32.1
 OF1555;SPC NY W     - 1,149,285.49  1,463,918.55   sFT  1.00005131   +0 48 32.1
 OF1555;SPC NY C     -   349,948.063   183,523.165   MT  0.99999184   -0 33 32.2
 OF1555;SPC NY C     - 1,148,121.27    602,108.92   sFT  0.99999184   -0 33 32.2
 OF1555;UTM  18      - 4,780,060.521   304,797.501   MT  1.00006876   -1 38 32.1
 OF1555
 OF1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1555!SPC NY W     -   0.99998128  x   1.00005131  =   1.00003259
 OF1555!SPC NY C     -   0.99998128  x   0.99999184  =   0.99997312
 OF1555!UTM  18      -   0.99998128  x   1.00006876  =   1.00005004
 OF1555
 OF1555:                Primary Azimuth Mark                     Grid Az
 OF1555:SPC NY W     -  027 MCGS 1969                            359 09 59.6
 OF1555:SPC NY C     -  027 MCGS 1969                            000 32 03.9
 OF1555:UTM  18      -  027 MCGS 1969                            001 37 03.8
 OF1555
 OF1555|---------------------------------------------------------------------|
 OF1555| PID    Reference Object                     Distance      Geod. Az  |
 OF1555|                                                           dddmmss.s |
 OF1555| OF1554 027 MCGS 1969                       APPROX. 1.0 KM 3595831.7 |
 OF1555|---------------------------------------------------------------------|
 OF1555
 OF1555                          SUPERSEDED SURVEY CONTROL
 OF1555
 OF1555  NAD 83(1986)-  43 08 53.22586(N)    077 24 02.17667(W) AD(       ) 2
 OF1555  NAD 27      -  43 08 52.99819(N)    077 24 03.20158(W) AD(       ) 2
 OF1555  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 OF1555
 OF1555.Superseded values are not recommended for survey control.
 OF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1555.See file dsdata.txt to determine how the superseded data were derived.
 OF1555
 OF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0479880061(NAD 83)
 OF1555_MARKER: DD = SURVEY DISK
 OF1555_SETTING: 0 = UNSPECIFIED SETTING
 OF1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1555
 OF1555  HISTORY     - Date     Condition        Report By
 OF1555  HISTORY     - 1969     MONUMENTED       NY-055
 OF1555  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1555  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OF1555  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 OF1555
 OF1555                          STATION DESCRIPTION
 OF1555
 OF1555'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1555'IN PENFIELD ALONG SALT ROAD.
 OF1555'
 OF1555'0.4 MILE SOUTH OF SWEETS CORNERS ROAD.
 OF1555'
 OF1555'0.55 MILE SOUTHEAST OF STATION SWEET, 1939.
 OF1555'
 OF1555'12.2 FEET WEST OF CENTERLINE OF SALT ROAD.
 OF1555'
 OF1555'3.7 FEET NORTH OF NORTH RANGE LINE OF HOUSE 1865.
 OF1555'
 OF1555'56.3 FEET NORTH-NORTHEAST OF 30 INCH MAPLE TREE.
 OF1555'
 OF1555'75.0 FEET NORTHEAST OF SOUTHEAST CORNER OF ENCLOSED PORCH.
 OF1555'
 OF1555'34.6 FEET NORTHEAST OF A 8 INCH CEDAR TREE.
 OF1555'
 OF1555'66.2 FEET EAST OF NORTHEAST CORNER OF HOUSE 1865.
 OF1555'
 OF1555'23.0 FEET EAST OF 5 INCH CEDAR TREE.
 OF1555'
 OF1555'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1555'STAMPED 028 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF1555
 OF1555                          STATION RECOVERY (1977)
 OF1555
 OF1555'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1555'028 NOT RECOVERED.
 OF1555
 OF1555                          STATION RECOVERY (1985)
 OF1555
 OF1555'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLH)
 OF1555'028 NOT RECOVERED.
 OF1555'DUG 1 FOOT 5 INCHES AT STATION LOCATION.
 OF1555
 OF1555                          STATION RECOVERY (1995)
 OF1555
 OF1555'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4571 ***********************************************************************
 KU4571  DESIGNATION -  02E 04N
 KU4571  PID         -  KU4571
 KU4571  STATE/COUNTY-  NY/NASSAU
 KU4571  USGS QUAD   -  LAWRENCE (1979)
 KU4571
 KU4571                         *CURRENT SURVEY CONTROL
 KU4571  ___________________________________________________________________
 KU4571* NAD 83(1996)-  40 36 53.74203(N)    073 44 15.91541(W)     ADJUSTED  
 KU4571* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 KU4571  ___________________________________________________________________
 KU4571  X           -   1,357,750.879 (meters)                     COMP
 KU4571  Y           -  -4,654,529.030 (meters)                     COMP
 KU4571  Z           -   4,130,039.931 (meters)                     COMP
 KU4571  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KU4571  ELLIP HEIGHT-         -24.79  (meters)          (12/03/02) GPS OBS
 KU4571  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KU4571
 KU4571  HORZ ORDER  -  FIRST
 KU4571  ELLP ORDER  -  FOURTH    CLASS II
 KU4571
 KU4571.The horizontal coordinates were established by GPS observations
 KU4571.and adjusted by the National Geodetic Survey in January 1999..
 KU4571
 KU4571.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4571
 KU4571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4571
 KU4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4571
 KU4571.The ellipsoidal height was determined by GPS observations
 KU4571.and is referenced to NAD 83.
 KU4571
 KU4571.The geoid height was determined by GEOID03.
 KU4571
 KU4571;                    North         East     Units Scale Factor Converg.
 KU4571;SPC NY L     -    49,810.622   322,192.042   MT  1.00000328   +0 10 17.5
 KU4571;SPC NY L     -   163,420.35  1,057,058.39   sFT  1.00000328   +0 10 17.5
 KU4571;UTM  18      - 4,496,777.581   606,773.545   MT  0.99974033   +0 49 18.4
 KU4571
 KU4571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4571!SPC NY L     -   1.00000389  x   1.00000328  =   1.00000717
 KU4571!UTM  18      -   1.00000389  x   0.99974033  =   0.99974422
 KU4571
 KU4571|---------------------------------------------------------------------|
 KU4571| PID    Reference Object                     Distance      Geod. Az  |
 KU4571|                                                           dddmmss.s |
 KU4571| KU4577 02E 04N AZ                          237.204 METERS 24917     |
 KU4571|---------------------------------------------------------------------|
 KU4571
 KU4571                          SUPERSEDED SURVEY CONTROL
 KU4571
 KU4571  ELLIP H (09/01/99)  -24.79   (m)                       GP(       ) 4 1
 KU4571  NAD 83(1986)-  40 36 53.74576(N)    073 44 15.91418(W) AD(       ) 1
 KU4571  NGVD 29 (03/24/92)    7.5    (m)           25.     (f) GPS OBS        
 KU4571
 KU4571.Superseded values are not recommended for survey control.
 KU4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4571.See file dsdata.txt to determine how the superseded data were derived.
 KU4571
 KU4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0677496778(NAD 83)
 KU4571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4571_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4571_STAMPING: 02E04N
 KU4571_MARK LOGO: NYDPW 
 KU4571_PROJECTION: RECESSED 8 CENTIMETERS
 KU4571_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4571+STABILITY: POSITION/ELEVATION WELL
 KU4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4571+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 KU4571_ROD/PIPE-DEPTH: 18.2 meters
 KU4571_SLEEVE-DEPTH  : 1.52 meters
 KU4571
 KU4571  HISTORY     - Date     Condition        Report By
 KU4571  HISTORY     - 1989     MONUMENTED       SBAS
 KU4571  HISTORY     - 19900108 GOOD
 KU4571
 KU4571                          STATION DESCRIPTION
 KU4571
 KU4571'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4571'THE POINT IS LOCATED IN INWOOD, THE TOWN OF HEMPSTEAD, 21 FEET
 KU4571'(6.4 M) SOUTH OF THE CENTERLINE OF BAYVIEW AVENUE AND 74 FEET
 KU4571'(22.6 M) WEST OF THE CENTERLINE OF LAWRENCE AVENUE,IN THE SIDEWALK.
 KU4571'THE LOCATION TIES ARE 52.8 FEET (16.1 M) FROM LILCO POLE NUMBER 39,
 KU4571'40.6 FEET (12.4 M) FROM NEW YORK TELEPHONE POLE NUMBER 1 AND 63.5
 KU4571'FEET (19.4 M) FROM THE NORTH EAST CORNER OF THE MASONRY BUILDING.
 KU4571
 KU4571                          STATION RECOVERY (1990)
 KU4571
 KU4571'RECOVERED 1990
 KU4571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4577 ***********************************************************************
 KU4577  DESIGNATION -  02E 04N AZ
 KU4577  PID         -  KU4577
 KU4577  STATE/COUNTY-  NY/NASSAU
 KU4577  USGS QUAD   -  LAWRENCE (1979)
 KU4577
 KU4577                         *CURRENT SURVEY CONTROL
 KU4577  ___________________________________________________________________
 KU4577* NAD 83(1996)-  40 36 51.02177(N)    073 44 25.35392(W)     ADJUSTED  
 KU4577* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 KU4577  ___________________________________________________________________
 KU4577  X           -   1,357,553.165 (meters)                     COMP
 KU4577  Y           -  -4,654,643.527 (meters)                     COMP
 KU4577  Z           -   4,129,976.176 (meters)                     COMP
 KU4577  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 KU4577  ELLIP HEIGHT-         -24.88  (meters)          (12/03/02) GPS OBS
 KU4577  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KU4577
 KU4577  HORZ ORDER  -  FIRST
 KU4577  ELLP ORDER  -  FOURTH    CLASS II
 KU4577
 KU4577.The horizontal coordinates were established by GPS observations
 KU4577.and adjusted by the National Geodetic Survey in January 1999..
 KU4577
 KU4577.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4577
 KU4577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4577
 KU4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4577
 KU4577.The ellipsoidal height was determined by GPS observations
 KU4577.and is referenced to NAD 83.
 KU4577
 KU4577.The geoid height was determined by GEOID03.
 KU4577
 KU4577;                    North         East     Units Scale Factor Converg.
 KU4577;SPC NY L     -    49,726.051   321,970.426   MT  1.00000333   +0 10 11.3
 KU4577;SPC NY L     -   163,142.89  1,056,331.31   sFT  1.00000333   +0 10 11.3
 KU4577;UTM  18      - 4,496,690.523   606,552.961   MT  0.99973975   +0 49 12.2
 KU4577
 KU4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4577!SPC NY L     -   1.00000390  x   1.00000333  =   1.00000723
 KU4577!UTM  18      -   1.00000390  x   0.99973975  =   0.99974365
 KU4577
 KU4577|---------------------------------------------------------------------|
 KU4577| PID    Reference Object                     Distance      Geod. Az  |
 KU4577|                                                           dddmmss.s |
 KU4577| KU4571 02E 04N                             237.204 METERS 06917     |
 KU4577|---------------------------------------------------------------------|
 KU4577
 KU4577                          SUPERSEDED SURVEY CONTROL
 KU4577
 KU4577  ELLIP H (09/01/99)  -24.88   (m)                       GP(       ) 4 1
 KU4577  NAD 83(1986)-  40 36 51.02544(N)    073 44 25.35278(W) AD(       ) 1
 KU4577  NGVD 29 (03/24/92)    7.5    (m)           25.     (f) GPS OBS        
 KU4577
 KU4577.Superseded values are not recommended for survey control.
 KU4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4577.See file dsdata.txt to determine how the superseded data were derived.
 KU4577
 KU4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0655396691(NAD 83)
 KU4577_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4577_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4577_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4577_STAMPING: 02E04NAZ
 KU4577_MARK LOGO: NYDPW 
 KU4577_PROJECTION: RECESSED 8 CENTIMETERS
 KU4577_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4577+STABILITY: POSITION/ELEVATION WELL
 KU4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4577+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1990
 KU4577_ROD/PIPE-DEPTH: 18.2 meters
 KU4577_SLEEVE-DEPTH  : 1.52 meters
 KU4577
 KU4577  HISTORY     - Date     Condition        Report By
 KU4577  HISTORY     - 1989     MONUMENTED       SBAS
 KU4577  HISTORY     - 19900611 GOOD
 KU4577
 KU4577                          STATION DESCRIPTION
 KU4577
 KU4577'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4577'THE POINT IS LOCATED IN INWOOD, TOWN OF HEMPSTEAD, 20 FEET (6.1 M)
 KU4577'SOUTH OF THE CENTERLINE OF BAYVIEW AVENUE AND 39 FEET (11.9 M) WEST OF
 KU4577'THE CENTERLINE OF HENRY STREET,IN THE SIDEWALK.
 KU4577'THE LOCATION TIES ARE 14.0 FEET (4.3 M) FROM THE STOP SIGN, 36.2 FEET
 KU4577'(11.0 M) FROM THE NORTH EAST CORNER OF THE 4 FOOT (1.2 M) THE CHAIN
 KU4577'LINK FENCE AND 12.5 FEET (3.8 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU4577'NUMBER 81 BAYVIEW AVENUE.
 KU4577
 KU4577                          STATION RECOVERY (1990)
 KU4577
 KU4577'RECOVERED 1990
 KU4577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4572 ***********************************************************************
 KU4572  DESIGNATION -  02E 05N
 KU4572  PID         -  KU4572
 KU4572  STATE/COUNTY-  NY/NASSAU
 KU4572  USGS QUAD   -  LYNBROOK (1969)
 KU4572
 KU4572                         *CURRENT SURVEY CONTROL
 KU4572  ___________________________________________________________________
 KU4572* NAD 83(1996)-  40 37 36.97758(N)    073 44 48.43574(W)     ADJUSTED  
 KU4572* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4572  ___________________________________________________________________
 KU4572  X           -   1,356,772.885 (meters)                     COMP
 KU4572  Y           -  -4,653,905.640 (meters)                     COMP
 KU4572  Z           -   4,131,048.797 (meters)                     COMP
 KU4572  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KU4572  ELLIP HEIGHT-         -30.04  (meters)          (12/03/02) GPS OBS
 KU4572  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KU4572
 KU4572  HORZ ORDER  -  FIRST
 KU4572  ELLP ORDER  -  FOURTH    CLASS II
 KU4572
 KU4572.The horizontal coordinates were established by GPS observations
 KU4572.and adjusted by the National Geodetic Survey in January 1999..
 KU4572
 KU4572.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4572
 KU4572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4572
 KU4572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4572
 KU4572.The ellipsoidal height was determined by GPS observations
 KU4572.and is referenced to NAD 83.
 KU4572
 KU4572.The geoid height was determined by GEOID03.
 KU4572
 KU4572;                    North         East     Units Scale Factor Converg.
 KU4572;SPC NY L     -    51,142.026   321,423.752   MT  1.00000245   +0 09 56.2
 KU4572;SPC NY L     -   167,788.46  1,054,537.76   sFT  1.00000245   +0 09 56.2
 KU4572;UTM  18      - 4,498,099.831   605,990.400   MT  0.99973828   +0 48 57.9
 KU4572
 KU4572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4572!SPC NY L     -   1.00000471  x   1.00000245  =   1.00000716
 KU4572!UTM  18      -   1.00000471  x   0.99973828  =   0.99974299
 KU4572
 KU4572|---------------------------------------------------------------------|
 KU4572| PID    Reference Object                     Distance      Geod. Az  |
 KU4572|                                                           dddmmss.s |
 KU4572| KU4578 02E 05N AZ                          184.536 METERS 26651     |
 KU4572|---------------------------------------------------------------------|
 KU4572
 KU4572                          SUPERSEDED SURVEY CONTROL
 KU4572
 KU4572  ELLIP H (09/01/99)  -30.04   (m)                       GP(       ) 4 1
 KU4572  NAD 83(1996)-  40 37 36.98124(N)    073 44 48.43453(W) AD(       ) 1
 KU4572  NAD 83(1992)-  40 37 36.98123(N)    073 44 48.43452(W) AD(       ) 1
 KU4572  NAD 83(1986)-  40 37 36.98123(N)    073 44 48.43463(W) AD(       ) 1
 KU4572  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4572
 KU4572.Superseded values are not recommended for survey control.
 KU4572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4572.See file dsdata.txt to determine how the superseded data were derived.
 KU4572
 KU4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0599098100(NAD 83)
 KU4572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4572_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4572_STAMPING: 02E05N
 KU4572_MARK LOGO: NYDPW 
 KU4572_PROJECTION: RECESSED 8 CENTIMETERS
 KU4572_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4572+STABILITY: POSITION/ELEVATION WELL
 KU4572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4572+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4572_ROD/PIPE-DEPTH: 20.6 meters
 KU4572_SLEEVE-DEPTH  : 1.52 meters
 KU4572
 KU4572  HISTORY     - Date     Condition        Report By
 KU4572  HISTORY     - 1990     MONUMENTED       SBAS
 KU4572  HISTORY     - 19910321 GOOD
 KU4572
 KU4572                          STATION DESCRIPTION
 KU4572
 KU4572'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4572'THE POINT IS LOCATED IN INWOOD, THE TOWN OF HEMPSTEAD, 24 FEET
 KU4572'(7.3 M) NORTH OF CENTERLINE OF INIP DRIVE AND 47 FEET (14.3 M) WEST
 KU4572'OF CENTERLINE OF DOUGHTY BOULEVARD,IN THE PAVED PARKING AREA BEHIND
 KU4572'THE CURB.
 KU4572'LOCATION TIES ARE 33.5 FEET (10.2 M) FROM THE SOUTH EAST CORNER OF THE
 KU4572'AMOCO BUILDING, 25.1 FEET (7.7 M) FROM THE CENTER OF THE SEWER
 KU4572'MANHOLE AND 16.6 FEET (5.1 M) FROM THE CENTER OF THE HYDRANT.
 KU4572
 KU4572                          STATION RECOVERY (1991)
 KU4572
 KU4572'RECOVERED 1991
 KU4572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4578 ***********************************************************************
 KU4578  DESIGNATION -  02E 05N AZ
 KU4578  PID         -  KU4578
 KU4578  STATE/COUNTY-  NY/NASSAU
 KU4578  USGS QUAD   -  LYNBROOK (1969)
 KU4578
 KU4578                         *CURRENT SURVEY CONTROL
 KU4578  ___________________________________________________________________
 KU4578* NAD 83(1996)-  40 37 36.64877(N)    073 44 56.27575(W)     ADJUSTED  
 KU4578* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4578  ___________________________________________________________________
 KU4578  X           -   1,356,597.829 (meters)                     COMP
 KU4578  Y           -  -4,653,963.511 (meters)                     COMP
 KU4578  Z           -   4,131,041.067 (meters)                     COMP
 KU4578  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 KU4578  ELLIP HEIGHT-         -30.09  (meters)          (12/03/02) GPS OBS
 KU4578  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU4578
 KU4578  HORZ ORDER  -  FIRST
 KU4578  ELLP ORDER  -  FOURTH    CLASS II
 KU4578
 KU4578.The horizontal coordinates were established by GPS observations
 KU4578.and adjusted by the National Geodetic Survey in January 1999..
 KU4578
 KU4578.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4578
 KU4578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4578
 KU4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4578
 KU4578.The ellipsoidal height was determined by GPS observations
 KU4578.and is referenced to NAD 83.
 KU4578
 KU4578.The geoid height was determined by GEOID03.
 KU4578
 KU4578;                    North         East     Units Scale Factor Converg.
 KU4578;SPC NY L     -    51,131.353   321,239.525   MT  1.00000245   +0 09 51.1
 KU4578;SPC NY L     -   167,753.45  1,053,933.34   sFT  1.00000245   +0 09 51.1
 KU4578;UTM  18      - 4,498,087.070   605,806.354   MT  0.99973780   +0 48 52.8
 KU4578
 KU4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4578!SPC NY L     -   1.00000472  x   1.00000245  =   1.00000717
 KU4578!UTM  18      -   1.00000472  x   0.99973780  =   0.99974252
 KU4578
 KU4578|---------------------------------------------------------------------|
 KU4578| PID    Reference Object                     Distance      Geod. Az  |
 KU4578|                                                           dddmmss.s |
 KU4578| KU4572 02E 05N                             184.536 METERS 08651     |
 KU4578|---------------------------------------------------------------------|
 KU4578
 KU4578                          SUPERSEDED SURVEY CONTROL
 KU4578
 KU4578  ELLIP H (09/01/99)  -30.09   (m)                       GP(       ) 4 1
 KU4578  NAD 83(1996)-  40 37 36.65243(N)    073 44 56.27454(W) AD(       ) 1
 KU4578  NAD 83(1992)-  40 37 36.65242(N)    073 44 56.27453(W) AD(       ) 1
 KU4578  NAD 83(1986)-  40 37 36.65243(N)    073 44 56.27463(W) AD(       ) 1
 KU4578  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4578
 KU4578.Superseded values are not recommended for survey control.
 KU4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4578.See file dsdata.txt to determine how the superseded data were derived.
 KU4578
 KU4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0580698087(NAD 83)
 KU4578_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4578_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4578_STAMPING: 02E05NAZ
 KU4578_MARK LOGO: NYDPW 
 KU4578_PROJECTION: RECESSED 8 CENTIMETERS
 KU4578_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4578+STABILITY: POSITION/ELEVATION WELL
 KU4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4578+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4578_ROD/PIPE-DEPTH: 20.6 meters
 KU4578_SLEEVE-DEPTH  : 1.52 meters
 KU4578
 KU4578  HISTORY     - Date     Condition        Report By
 KU4578  HISTORY     - 1990     MONUMENTED       SBAS
 KU4578  HISTORY     - 19910321 GOOD
 KU4578
 KU4578                          STATION DESCRIPTION
 KU4578
 KU4578'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4578'THE POINT IS LOCATED IN INWOOD, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU4578'NORTH OF THE CENTERLINE OF INIP DRIVE AND 385 FEET (117.3 M) WEST OF
 KU4578'THE CENTERLINE OF INIP PLACE,IN THE ASPHALT PARKING AREA BEHIND THE
 KU4578'CURB.
 KU4578'LOCATION TIES ARE 42.5 FEET (13.0 M) FROM THE CENTER OF THE SEWER
 KU4578'MANHOLE, 89.0 FEET (27.1 M) FROM THE CENTER OF THE LONG ISLAND
 KU4578'LIGHTING COMPANY POLE NUMBER 6 AND 51.8 FEET (15.8 M) FROM THE CENTER
 KU4578'OF THE DRAIN MANHOLE.
 KU4578
 KU4578                          STATION RECOVERY (1991)
 KU4578
 KU4578'RECOVERED 1991
 KU4578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4573 ***********************************************************************
 KU4573  DESIGNATION -  02E 16N
 KU4573  PID         -  KU4573
 KU4573  STATE/COUNTY-  NY/NASSAU
 KU4573  USGS QUAD   -  SEA CLIFF (1979)
 KU4573
 KU4573                         *CURRENT SURVEY CONTROL
 KU4573  ___________________________________________________________________
 KU4573* NAD 83(1996)-  40 47 02.38109(N)    073 44 20.03954(W)     ADJUSTED  
 KU4573* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 KU4573  ___________________________________________________________________
 KU4573  X           -   1,354,232.504 (meters)                     COMP
 KU4573  Y           -  -4,642,812.936 (meters)                     COMP
 KU4573  Z           -   4,144,282.242 (meters)                     COMP
 KU4573  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KU4573  ELLIP HEIGHT-         -11.53  (meters)          (12/03/02) GPS OBS
 KU4573  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4573
 KU4573  HORZ ORDER  -  FIRST
 KU4573  ELLP ORDER  -  FOURTH    CLASS II
 KU4573
 KU4573.The horizontal coordinates were established by GPS observations
 KU4573.and adjusted by the National Geodetic Survey in January 1999..
 KU4573
 KU4573.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4573
 KU4573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4573
 KU4573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4573
 KU4573.The ellipsoidal height was determined by GPS observations
 KU4573.and is referenced to NAD 83.
 KU4573
 KU4573.The geoid height was determined by GEOID03.
 KU4573
 KU4573;                    North         East     Units Scale Factor Converg.
 KU4573;SPC NY L     -    68,584.728   322,039.138   MT  0.99999556   +0 10 14.8
 KU4573;SPC NY L     -   225,015.06  1,056,556.74   sFT  0.99999556   +0 10 14.8
 KU4573;SPC NY E     -   216,840.892   214,237.754   MT  0.99995077   +0 29 49.8
 KU4573;SPC NY E     -   711,418.83    702,878.36   sFT  0.99995077   +0 29 49.8
 KU4573;UTM  18      - 4,515,543.875   606,407.225   MT  0.99973936   +0 49 25.8
 KU4573
 KU4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4573!SPC NY L     -   1.00000181  x   0.99999556  =   0.99999737
 KU4573!SPC NY E     -   1.00000181  x   0.99995077  =   0.99995258
 KU4573!UTM  18      -   1.00000181  x   0.99973936  =   0.99974117
 KU4573
 KU4573|---------------------------------------------------------------------|
 KU4573| PID    Reference Object                     Distance      Geod. Az  |
 KU4573|                                                           dddmmss.s |
 KU4573| KU4579 02E 16N AZ                          189.019 METERS 21446     |
 KU4573|---------------------------------------------------------------------|
 KU4573
 KU4573                          SUPERSEDED SURVEY CONTROL
 KU4573
 KU4573  ELLIP H (09/01/99)  -11.53   (m)                       GP(       ) 4 1
 KU4573  NAD 83(1996)-  40 47 02.38411(N)    073 44 20.03845(W) AD(       ) 1
 KU4573  NAD 83(1992)-  40 47 02.38398(N)    073 44 20.03827(W) AD(       ) 1
 KU4573  NAD 83(1986)-  40 47 02.38416(N)    073 44 20.03992(W) AD(       ) 1
 KU4573  NGVD 29 (03/24/92)   20.1    (m)           66.     (f) GPS OBS        
 KU4573
 KU4573.Superseded values are not recommended for survey control.
 KU4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4573.See file dsdata.txt to determine how the superseded data were derived.
 KU4573
 KU4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0640715544(NAD 83)
 KU4573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4573_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4573_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4573_STAMPING: 02E16N
 KU4573_MARK LOGO: NYDPW 
 KU4573_PROJECTION: RECESSED 8 CENTIMETERS
 KU4573_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4573+STABILITY: POSITION/ELEVATION WELL
 KU4573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4573+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1990
 KU4573_ROD/PIPE-DEPTH: 20.6 meters
 KU4573_SLEEVE-DEPTH  : 1.52 meters
 KU4573
 KU4573  HISTORY     - Date     Condition        Report By
 KU4573  HISTORY     - 1989     MONUMENTED       SBAS
 KU4573  HISTORY     - 19900118 GOOD
 KU4573  HISTORY     - 20010308 POOR             INDIV
 KU4573
 KU4573                          STATION DESCRIPTION
 KU4573
 KU4573'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4573'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 42 FEET
 KU4573'(12.8 M) NORTH EAST OF THE CENTERLINE OF BOXWOOD DRIVE AND 15 FEET
 KU4573'(4.6 M) NORTH WEST OF THE CENTERLINE OF PINE DRIVE,IN THE PAVED
 KU4573'ROADWAY.
 KU4573'LOCATION TIES ARE 47.1 FEET (14.4 M) FROM MANHOLE CASTING OF THE
 KU4573'SOUTHERLY CATCH BASIN, 24.6 FEET (7.5 M) FROM THE MANHOLE CASTING OF
 KU4573'THE NORTHERLY CATCH BASIN, AND 49.5 FEET (15.1 M) FROM THE MANHOLE AT
 KU4573'THE CENTER OF THE INTERSECTION.
 KU4573
 KU4573                          STATION RECOVERY (1990)
 KU4573
 KU4573'RECOVERED 1990
 KU4573'RECOVERED IN GOOD CONDITION.
 KU4573
 KU4573                          STATION RECOVERY (2001)
 KU4573
 KU4573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JOE)
 KU4573'MISSING TOP COVER FOR PROTECTIVE SLEEVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4579 ***********************************************************************
 KU4579  DESIGNATION -  02E 16N AZ
 KU4579  PID         -  KU4579
 KU4579  STATE/COUNTY-  NY/NASSAU
 KU4579  USGS QUAD   -  SEA CLIFF (1979)
 KU4579
 KU4579                         *CURRENT SURVEY CONTROL
 KU4579  ___________________________________________________________________
 KU4579* NAD 83(1996)-  40 46 57.34755(N)    073 44 24.63677(W)     ADJUSTED  
 KU4579* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 KU4579  ___________________________________________________________________
 KU4579  X           -   1,354,155.194 (meters)                     COMP
 KU4579  Y           -  -4,642,932.844 (meters)                     COMP
 KU4579  Z           -   4,144,157.809 (meters)                     COMP
 KU4579  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 KU4579  ELLIP HEIGHT-         -22.04  (meters)          (12/03/02) GPS OBS
 KU4579  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4579
 KU4579  HORZ ORDER  -  FIRST
 KU4579  ELLP ORDER  -  FOURTH    CLASS II
 KU4579
 KU4579.The horizontal coordinates were established by GPS observations
 KU4579.and adjusted by the National Geodetic Survey in January 1999..
 KU4579
 KU4579.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4579
 KU4579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4579
 KU4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4579
 KU4579.The ellipsoidal height was determined by GPS observations
 KU4579.and is referenced to NAD 83.
 KU4579
 KU4579.The geoid height was determined by GEOID03.
 KU4579
 KU4579;                    North         East     Units Scale Factor Converg.
 KU4579;SPC NY L     -    68,429.138   321,931.808   MT  0.99999559   +0 10 11.8
 KU4579;SPC NY L     -   224,504.60  1,056,204.61   sFT  0.99999559   +0 10 11.8
 KU4579;SPC NY E     -   216,684.701   214,131.317   MT  0.99995061   +0 29 46.8
 KU4579;SPC NY E     -   710,906.39    702,529.16   sFT  0.99995061   +0 29 46.8
 KU4579;UTM  18      - 4,515,387.112   606,301.703   MT  0.99973908   +0 49 22.7
 KU4579
 KU4579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4579!SPC NY L     -   1.00000346  x   0.99999559  =   0.99999905
 KU4579!SPC NY E     -   1.00000346  x   0.99995061  =   0.99995407
 KU4579!UTM  18      -   1.00000346  x   0.99973908  =   0.99974254
 KU4579
 KU4579|---------------------------------------------------------------------|
 KU4579| PID    Reference Object                     Distance      Geod. Az  |
 KU4579|                                                           dddmmss.s |
 KU4579| KU4573 02E 16N                             189.019 METERS 03446     |
 KU4579|---------------------------------------------------------------------|
 KU4579
 KU4579                          SUPERSEDED SURVEY CONTROL
 KU4579
 KU4579  ELLIP H (09/01/99)  -22.03   (m)                       GP(       ) 4 1
 KU4579  NAD 83(1996)-  40 46 57.35057(N)    073 44 24.63569(W) AD(       ) 1
 KU4579  NAD 83(1992)-  40 46 57.35043(N)    073 44 24.63550(W) AD(       ) 1
 KU4579  NAD 83(1986)-  40 46 57.35060(N)    073 44 24.63717(W) AD(       ) 1
 KU4579  NGVD 29 (03/24/92)    9.7    (m)           32.     (f) GPS OBS        
 KU4579
 KU4579.Superseded values are not recommended for survey control.
 KU4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4579.See file dsdata.txt to determine how the superseded data were derived.
 KU4579
 KU4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0630215387(NAD 83)
 KU4579_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4579_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4579_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4579_STAMPING: 02E16NAZ
 KU4579_MARK LOGO: NYDPW 
 KU4579_PROJECTION: RECESSED 8 CENTIMETERS
 KU4579_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4579+STABILITY: POSITION/ELEVATION WELL
 KU4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4579+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2001
 KU4579_ROD/PIPE-DEPTH: 19.4 meters
 KU4579_SLEEVE-DEPTH  : 1.52 meters
 KU4579
 KU4579  HISTORY     - Date     Condition        Report By
 KU4579  HISTORY     - 1989     MONUMENTED       SBAS
 KU4579  HISTORY     - 19900504 GOOD
 KU4579  HISTORY     - 20010308 GOOD             INDIV
 KU4579
 KU4579                          STATION DESCRIPTION
 KU4579
 KU4579'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4579'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 7 FEET
 KU4579'(2.1 M) SOUTH EAST OF CENTERLINE OF PINE DRIVE AND 600 FEET
 KU4579'(182.9 M) SOUTH WEST OF THE CENTERLINE OF BOXWOOD DRIVE,IN THE PAVED
 KU4579'ROADWAY.
 KU4579'THE LOCATION TIES ARE 46.2 FEET (14.1 M) FROM THE WATER VALVE, 23.3
 KU4579'FEET (7.1 M) FROM THE MANHOLE CASTING OF THE WESTERLY CATCH BASIN AND
 KU4579'11.3 FEET (3.4 M) FROM THE MANHOLE CASTING OF THE EASTERLY CATCH
 KU4579'BASIN.
 KU4579
 KU4579                          STATION RECOVERY (1990)
 KU4579
 KU4579'RECOVERED 1990
 KU4579'RECOVERED IN GOOD CONDITION.
 KU4579
 KU4579                          STATION RECOVERY (2001)
 KU4579
 KU4579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JOE)
 KU4579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4574 ***********************************************************************
 KU4574  DESIGNATION -  02E 17N
 KU4574  PID         -  KU4574
 KU4574  STATE/COUNTY-  NY/NASSAU
 KU4574  USGS QUAD   -  SEA CLIFF (1979)
 KU4574
 KU4574                         *CURRENT SURVEY CONTROL
 KU4574  ___________________________________________________________________
 KU4574* NAD 83(1996)-  40 48 11.22595(N)    073 44 30.13709(W)     ADJUSTED  
 KU4574* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 KU4574  ___________________________________________________________________
 KU4574  X           -   1,353,616.228 (meters)                     COMP
 KU4574  Y           -  -4,641,545.384 (meters)                     COMP
 KU4574  Z           -   4,145,888.331 (meters)                     COMP
 KU4574  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KU4574  ELLIP HEIGHT-         -14.09  (meters)          (12/03/02) GPS OBS
 KU4574  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4574
 KU4574  HORZ ORDER  -  FIRST
 KU4574  ELLP ORDER  -  FOURTH    CLASS II
 KU4574
 KU4574.The horizontal coordinates were established by GPS observations
 KU4574.and adjusted by the National Geodetic Survey in January 1999..
 KU4574
 KU4574.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4574
 KU4574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4574
 KU4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4574
 KU4574.The ellipsoidal height was determined by GPS observations
 KU4574.and is referenced to NAD 83.
 KU4574
 KU4574.The geoid height was determined by GEOID03.
 KU4574
 KU4574;                    North         East     Units Scale Factor Converg.
 KU4574;SPC NY L     -    70,707.678   321,796.120   MT  0.99999524   +0 10 08.2
 KU4574;SPC NY L     -   231,980.11  1,055,759.44   sFT  0.99999524   +0 10 08.2
 KU4574;SPC NY E     -   218,962.328   213,982.655   MT  0.99995037   +0 29 43.9
 KU4574;SPC NY E     -   718,378.90    702,041.43   sFT  0.99995037   +0 29 43.9
 KU4574;UTM  18      - 4,517,663.373   606,140.089   MT  0.99973866   +0 49 20.4
 KU4574
 KU4574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4574!SPC NY L     -   1.00000221  x   0.99999524  =   0.99999745
 KU4574!SPC NY E     -   1.00000221  x   0.99995037  =   0.99995258
 KU4574!UTM  18      -   1.00000221  x   0.99973866  =   0.99974087
 KU4574
 KU4574|---------------------------------------------------------------------|
 KU4574| PID    Reference Object                     Distance      Geod. Az  |
 KU4574|                                                           dddmmss.s |
 KU4574| KU4580 02E 17N AZ                          156.392 METERS 34357     |
 KU4574|---------------------------------------------------------------------|
 KU4574
 KU4574                          SUPERSEDED SURVEY CONTROL
 KU4574
 KU4574  ELLIP H (09/01/99)  -14.09   (m)                       GP(       ) 4 1
 KU4574  NAD 83(1996)-  40 48 11.22897(N)    073 44 30.13599(W) AD(       ) 1
 KU4574  NAD 83(1992)-  40 48 11.22884(N)    073 44 30.13581(W) AD(       ) 1
 KU4574  NAD 83(1986)-  40 48 11.22906(N)    073 44 30.13757(W) AD(       ) 1
 KU4574  NGVD 29 (03/24/92)   17.5    (m)           57.     (f) GPS OBS        
 KU4574
 KU4574.Superseded values are not recommended for survey control.
 KU4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4574.See file dsdata.txt to determine how the superseded data were derived.
 KU4574
 KU4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0614017663(NAD 83)
 KU4574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4574_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4574_STAMPING: 02E17N
 KU4574_MARK LOGO: NYDPW 
 KU4574_PROJECTION: RECESSED 8 CENTIMETERS
 KU4574_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4574+STABILITY: POSITION/ELEVATION WELL
 KU4574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4574+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4574_ROD/PIPE-DEPTH: 20.6 meters
 KU4574_SLEEVE-DEPTH  : 1.52 meters
 KU4574
 KU4574  HISTORY     - Date     Condition        Report By
 KU4574  HISTORY     - 1989     MONUMENTED       SBAS
 KU4574  HISTORY     - 19910205 GOOD
 KU4574
 KU4574                          STATION DESCRIPTION
 KU4574
 KU4574'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4574'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 687 FEET
 KU4574'(209.4 M) SOUTH OF THE CENTERLINE OF ARRANDALE AVENUE AND 22 FEET
 KU4574'(6.7 M) WEST OF THE CENTERLINE OF POLO ROAD,IN THE SIDEWALK.
 KU4574'THE LOCATION TIES ARE 42.3 FEET (12.9 M) FROM THE NEW  YORK TELEPHONE
 KU4574'UTILITY POLE NUMBER 14, 94.2 FEET (28.7 M) FROM THE  UTILITY POLE
 KU4574'NUMBER 15 AND 7.1 FEET (2.2 M) FROM THE 6 FOOT (1.8 M) CHAIN LINK
 KU4574'FENCE CORNER POST.
 KU4574
 KU4574                          STATION RECOVERY (1991)
 KU4574
 KU4574'RECOVERED 1991
 KU4574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4580 ***********************************************************************
 KU4580  DESIGNATION -  02E 17N AZ
 KU4580  PID         -  KU4580
 KU4580  STATE/COUNTY-  NY/NASSAU
 KU4580  USGS QUAD   -  SEA CLIFF (1979)
 KU4580
 KU4580                         *CURRENT SURVEY CONTROL
 KU4580  ___________________________________________________________________
 KU4580* NAD 83(1996)-  40 48 16.09821(N)    073 44 31.98172(W)     ADJUSTED  
 KU4580* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 KU4580  ___________________________________________________________________
 KU4580  X           -   1,353,548.330 (meters)                     COMP
 KU4580  Y           -  -4,641,467.004 (meters)                     COMP
 KU4580  Z           -   4,146,005.515 (meters)                     COMP
 KU4580  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 KU4580  ELLIP HEIGHT-          -8.86  (meters)          (12/03/02) GPS OBS
 KU4580  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4580
 KU4580  HORZ ORDER  -  FIRST
 KU4580  ELLP ORDER  -  FOURTH    CLASS II
 KU4580
 KU4580.The horizontal coordinates were established by GPS observations
 KU4580.and adjusted by the National Geodetic Survey in January 1999..
 KU4580
 KU4580.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4580
 KU4580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4580
 KU4580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4580
 KU4580.The ellipsoidal height was determined by GPS observations
 KU4580.and is referenced to NAD 83.
 KU4580
 KU4580.The geoid height was determined by GEOID03.
 KU4580
 KU4580;                    North         East     Units Scale Factor Converg.
 KU4580;SPC NY L     -    70,857.845   321,752.440   MT  0.99999522   +0 10 07.0
 KU4580;SPC NY L     -   232,472.78  1,055,616.13   sFT  0.99999522   +0 10 07.0
 KU4580;SPC NY E     -   219,112.237   213,938.121   MT  0.99995030   +0 29 42.8
 KU4580;SPC NY E     -   718,870.73    701,895.32   sFT  0.99995030   +0 29 42.8
 KU4580;UTM  18      - 4,517,812.994   606,094.711   MT  0.99973854   +0 49 19.2
 KU4580
 KU4580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4580!SPC NY L     -   1.00000139  x   0.99999522  =   0.99999661
 KU4580!SPC NY E     -   1.00000139  x   0.99995030  =   0.99995169
 KU4580!UTM  18      -   1.00000139  x   0.99973854  =   0.99973993
 KU4580
 KU4580|---------------------------------------------------------------------|
 KU4580| PID    Reference Object                     Distance      Geod. Az  |
 KU4580|                                                           dddmmss.s |
 KU4580| KU4574 02E 17N                             156.392 METERS 16357     |
 KU4580|---------------------------------------------------------------------|
 KU4580
 KU4580                          SUPERSEDED SURVEY CONTROL
 KU4580
 KU4580  ELLIP H (09/01/99)   -8.86   (m)                       GP(       ) 4 1
 KU4580  NAD 83(1996)-  40 48 16.10123(N)    073 44 31.98062(W) AD(       ) 1
 KU4580  NAD 83(1992)-  40 48 16.10109(N)    073 44 31.98044(W) AD(       ) 1
 KU4580  NAD 83(1986)-  40 48 16.10135(N)    073 44 31.98222(W) AD(       ) 1
 KU4580  NGVD 29 (03/24/92)   22.8    (m)           75.     (f) GPS OBS        
 KU4580
 KU4580.Superseded values are not recommended for survey control.
 KU4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4580.See file dsdata.txt to determine how the superseded data were derived.
 KU4580
 KU4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0609517813(NAD 83)
 KU4580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4580_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4580_STAMPING: 02E17NAZ
 KU4580_MARK LOGO: NYDPW 
 KU4580_PROJECTION: RECESSED 8 CENTIMETERS
 KU4580_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4580+STABILITY: POSITION/ELEVATION WELL
 KU4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4580+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4580_ROD/PIPE-DEPTH: 20.6 meters
 KU4580_SLEEVE-DEPTH  : 1.52 meters
 KU4580
 KU4580  HISTORY     - Date     Condition        Report By
 KU4580  HISTORY     - 1989     MONUMENTED       SBAS
 KU4580  HISTORY     - 19910205 GOOD
 KU4580
 KU4580                          STATION DESCRIPTION
 KU4580
 KU4580'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4580'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 168 FEET
 KU4580'(51.2 M) SOUTH OF THE CENTERLINE OF ARRANDALE AVENUE AND 21 FEET
 KU4580'(6.4 M) WEST OF THE CENTERLINE OF POLO ROAD,IN THE SIDEWALK.
 KU4580'THE LOCATION TIES ARE 88.0 FEET (26.8 M) FROM THE LONG ISLAND LIGHTING
 KU4580'COMPANY UTILITY POLE NUMBER 20, 57.8 FEET (17.6 M) FROM THE LONG
 KU4580'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 19 AND 4.0 FEET (1.2 M)
 KU4580'FROM THE FACE OF THE CURB.
 KU4580
 KU4580                          STATION RECOVERY (1991)
 KU4580
 KU4580'RECOVERED 1991
 KU4580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4575 ***********************************************************************
 KU4575  DESIGNATION -  02E 18N
 KU4575  PID         -  KU4575
 KU4575  STATE/COUNTY-  NY/NASSAU
 KU4575  USGS QUAD   -  SEA CLIFF (1979)
 KU4575
 KU4575                         *CURRENT SURVEY CONTROL
 KU4575  ___________________________________________________________________
 KU4575* NAD 83(1996)-  40 49 06.37575(N)    073 44 56.61903(W)     ADJUSTED  
 KU4575* NAVD 88     -        16.6    (meters)      54.     (feet)  VERTCON   
 KU4575  ___________________________________________________________________
 KU4575  X           -   1,352,709.035 (meters)                     COMP
 KU4575  Y           -  -4,640,651.305 (meters)                     COMP
 KU4575  Z           -   4,147,175.576 (meters)                     COMP
 KU4575  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 KU4575  ELLIP HEIGHT-         -14.64  (meters)          (12/03/02) GPS OBS
 KU4575  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4575
 KU4575  HORZ ORDER  -  FIRST
 KU4575  ELLP ORDER  -  FOURTH    CLASS II
 KU4575
 KU4575.The horizontal coordinates were established by GPS observations
 KU4575.and adjusted by the National Geodetic Survey in January 1999..
 KU4575
 KU4575.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4575
 KU4575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4575
 KU4575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4575
 KU4575.The ellipsoidal height was determined by GPS observations
 KU4575.and is referenced to NAD 83.
 KU4575
 KU4575.The geoid height was determined by GEOID03.
 KU4575
 KU4575;                    North         East     Units Scale Factor Converg.
 KU4575;SPC NY L     -    72,407.080   321,170.508   MT  0.99999505   +0 09 50.9
 KU4575;SPC NY L     -   237,555.56  1,053,706.91   sFT  0.99999505   +0 09 50.9
 KU4575;SPC NY E     -   220,658.059   213,347.393   MT  0.99994938   +0 29 27.2
 KU4575;SPC NY E     -   723,942.32    699,957.24   sFT  0.99994938   +0 29 27.2
 KU4575;UTM  18      - 4,519,355.094   605,495.301   MT  0.99973698   +0 49 04.0
 KU4575
 KU4575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4575!SPC NY L     -   1.00000230  x   0.99999505  =   0.99999735
 KU4575!SPC NY E     -   1.00000230  x   0.99994938  =   0.99995168
 KU4575!UTM  18      -   1.00000230  x   0.99973698  =   0.99973928
 KU4575
 KU4575:                Primary Azimuth Mark                     Grid Az
 KU4575:SPC NY L     -  02E 19N                                  004 43 59.5
 KU4575:SPC NY E     -  02E 19N                                  004 24 23.2
 KU4575:UTM  18      -  02E 19N                                  004 04 46.4
 KU4575
 KU4575|---------------------------------------------------------------------|
 KU4575| PID    Reference Object                     Distance      Geod. Az  |
 KU4575|                                                           dddmmss.s |
 KU4575| KU4576 02E 19N                             APPROX. 1.4 KM 0045350.4 |
 KU4575| KU4581 02E 18N AZ                          167.286 METERS 11919     |
 KU4575| KU4580 02E 17N AZ                          APPROX. 1.7 KM 1593436.1 |
 KU4575|---------------------------------------------------------------------|
 KU4575
 KU4575                          SUPERSEDED SURVEY CONTROL
 KU4575
 KU4575  ELLIP H (09/01/99)  -14.64   (m)                       GP(       ) 4 1
 KU4575  NAD 83(1996)-  40 49 06.37876(N)    073 44 56.61794(W) AD(       ) 1
 KU4575  NAD 83(1992)-  40 49 06.37862(N)    073 44 56.61776(W) AD(       ) 1
 KU4575  NAD 83(1986)-  40 49 06.37887(N)    073 44 56.61955(W) AD(       ) 1
 KU4575  NGVD 29 (03/24/92)   16.9    (m)           55.     (f) GPS OBS        
 KU4575
 KU4575.Superseded values are not recommended for survey control.
 KU4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4575.See file dsdata.txt to determine how the superseded data were derived.
 KU4575
 KU4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0549519355(NAD 83)
 KU4575_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4575_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4575_STAMPING: 02E18N
 KU4575_MARK LOGO: NYDPW 
 KU4575_PROJECTION: RECESSED 8 CENTIMETERS
 KU4575_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4575+STABILITY: POSITION/ELEVATION WELL
 KU4575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4575+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1990
 KU4575_ROD/PIPE-DEPTH: 20.6 meters
 KU4575_SLEEVE-DEPTH  : 1.52 meters
 KU4575
 KU4575  HISTORY     - Date     Condition        Report By
 KU4575  HISTORY     - 1989     MONUMENTED       SBAS
 KU4575  HISTORY     - 19900118 GOOD
 KU4575
 KU4575                          STATION DESCRIPTION
 KU4575
 KU4575'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4575'THE POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 13 FEET
 KU4575'(4.0 M) SOUTH EAST OF THE CENTERLINE OF LIGHT HOUSE ROAD AND 537 FEET
 KU4575'(163.7 M) SOUTH EAST OF THE CENTERLINE OF KINGSPOINT ROAD,IN THE
 KU4575'GRASS AREA BEHIND THE CURB.
 KU4575'THE LOCATION TIES ARE 17.5 FEET (5.3 M) FROM THE WATER METER OF HOUSE
 KU4575'NUMBER 18, 72.8 FEET (22.2 M) FROM THE NORTH EAST CORNER OF HOUSE
 KU4575'NUMBER 18 AND 50.0 FEET (15.2 M) FROM THE SOUTH WEST CORNER OF THE
 KU4575'DRIVEWAY OF HOUSE NUMBER 23.
 KU4575
 KU4575                          STATION RECOVERY (1990)
 KU4575
 KU4575'RECOVERED 1990
 KU4575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4581 ***********************************************************************
 KU4581  DESIGNATION -  02E 18N AZ
 KU4581  PID         -  KU4581
 KU4581  STATE/COUNTY-  NY/NASSAU
 KU4581  USGS QUAD   -  SEA CLIFF (1979)
 KU4581
 KU4581                         *CURRENT SURVEY CONTROL
 KU4581  ___________________________________________________________________
 KU4581* NAD 83(1996)-  40 49 03.72041(N)    073 44 50.39498(W)     ADJUSTED  
 KU4581* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 KU4581  ___________________________________________________________________
 KU4581  X           -   1,352,862.445 (meters)                     COMP
 KU4581  Y           -  -4,640,656.379 (meters)                     COMP
 KU4581  Z           -   4,147,108.633 (meters)                     COMP
 KU4581  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 KU4581  ELLIP HEIGHT-         -22.22  (meters)          (12/03/02) GPS OBS
 KU4581  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU4581
 KU4581  HORZ ORDER  -  FIRST
 KU4581  ELLP ORDER  -  FOURTH    CLASS II
 KU4581
 KU4581.The horizontal coordinates were established by GPS observations
 KU4581.and adjusted by the National Geodetic Survey in January 1999..
 KU4581
 KU4581.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4581
 KU4581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4581
 KU4581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4581
 KU4581.The ellipsoidal height was determined by GPS observations
 KU4581.and is referenced to NAD 83.
 KU4581
 KU4581.The geoid height was determined by GEOID03.
 KU4581
 KU4581;                    North         East     Units Scale Factor Converg.
 KU4581;SPC NY L     -    72,325.590   321,316.603   MT  0.99999506   +0 09 55.0
 KU4581;SPC NY L     -   237,288.21  1,054,186.22   sFT  0.99999506   +0 09 55.0
 KU4581;SPC NY E     -   220,577.407   213,493.943   MT  0.99994960   +0 29 31.2
 KU4581;SPC NY E     -   723,677.71    700,438.04   sFT  0.99994960   +0 29 31.2
 KU4581;UTM  18      - 4,519,275.296   605,642.278   MT  0.99973736   +0 49 08.0
 KU4581
 KU4581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4581!SPC NY L     -   1.00000349  x   0.99999506  =   0.99999855
 KU4581!SPC NY E     -   1.00000349  x   0.99994960  =   0.99995309
 KU4581!UTM  18      -   1.00000349  x   0.99973736  =   0.99974084
 KU4581
 KU4581|---------------------------------------------------------------------|
 KU4581| PID    Reference Object                     Distance      Geod. Az  |
 KU4581|                                                           dddmmss.s |
 KU4581| KU4575 02E 18N                             167.286 METERS 29919     |
 KU4581|---------------------------------------------------------------------|
 KU4581
 KU4581                          SUPERSEDED SURVEY CONTROL
 KU4581
 KU4581  ELLIP H (09/01/99)  -22.22   (m)                       GP(       ) 4 1
 KU4581  NAD 83(1996)-  40 49 03.72342(N)    073 44 50.39389(W) AD(       ) 1
 KU4581  NAD 83(1992)-  40 49 03.72329(N)    073 44 50.39371(W) AD(       ) 1
 KU4581  NAD 83(1986)-  40 49 03.72349(N)    073 44 50.39541(W) AD(       ) 1
 KU4581  NGVD 29 (03/24/92)    9.3    (m)           31.     (f) GPS OBS        
 KU4581
 KU4581.Superseded values are not recommended for survey control.
 KU4581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4581.See file dsdata.txt to determine how the superseded data were derived.
 KU4581
 KU4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0564219275(NAD 83)
 KU4581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4581_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4581_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4581_STAMPING: 02E18NAZ
 KU4581_MARK LOGO: NYDPW 
 KU4581_PROJECTION: RECESSED 8 CENTIMETERS
 KU4581_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4581+STABILITY: POSITION/ELEVATION WELL
 KU4581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4581+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 KU4581_ROD/PIPE-DEPTH: 20.6 meters
 KU4581_SLEEVE-DEPTH  : 1.52 meters
 KU4581
 KU4581  HISTORY     - Date     Condition        Report By
 KU4581  HISTORY     - 1989     MONUMENTED       SBAS
 KU4581  HISTORY     - 19900504 GOOD
 KU4581
 KU4581                          STATION DESCRIPTION
 KU4581
 KU4581'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4581'THE POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 12 FEET
 KU4581'(3.7 M) SOUTH EAST OF THE CENTERLINE OF LIGHT HOUSE ROAD AND 475 FEET
 KU4581'(144.8 M) SOUTH WEST OF THE CENTERLINE OF CHERRY LANE,IN THE GRASS
 KU4581'AREA BEHIND THE CURB.
 KU4581'THE LOCATION TIES ARE 122.5 FEET (37.3 M) FROM THE CATCH BASIN, 74.5
 KU4581'FEET (22.7 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 12 AND 39.2
 KU4581'FEET (11.9 M) FROM THE CONCRETE MONUMENT.
 KU4581
 KU4581                          STATION RECOVERY (1990)
 KU4581
 KU4581'RECOVERED 1990
 KU4581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4576 ***********************************************************************
 KU4576  DESIGNATION -  02E 19N
 KU4576  PID         -  KU4576
 KU4576  STATE/COUNTY-  NY/NASSAU
 KU4576  USGS QUAD   -  SEA CLIFF (1979)
 KU4576
 KU4576                         *CURRENT SURVEY CONTROL
 KU4576  ___________________________________________________________________
 KU4576* NAD 83(1996)-  40 49 53.17614(N)    073 44 51.33962(W)     ADJUSTED  
 KU4576* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KU4576  ___________________________________________________________________
 KU4576  X           -   1,352,560.520 (meters)                     COMP
 KU4576  Y           -  -4,639,699.784 (meters)                     COMP
 KU4576  Z           -   4,148,258.278 (meters)                     COMP
 KU4576  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KU4576  ELLIP HEIGHT-         -29.53  (meters)          (12/03/02) GPS OBS
 KU4576  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4576
 KU4576  HORZ ORDER  -  FIRST
 KU4576  ELLP ORDER  -  FOURTH    CLASS II
 KU4576
 KU4576.The horizontal coordinates were established by GPS observations
 KU4576.and adjusted by the National Geodetic Survey in January 1999..
 KU4576
 KU4576.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4576
 KU4576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4576
 KU4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4576
 KU4576.The ellipsoidal height was determined by GPS observations
 KU4576.and is referenced to NAD 83.
 KU4576
 KU4576.The geoid height was determined by GEOID03.
 KU4576
 KU4576;                    North         East     Units Scale Factor Converg.
 KU4576;SPC NY L     -    73,851.092   321,290.070   MT  0.99999495   +0 09 54.3
 KU4576;SPC NY L     -   242,293.12  1,054,099.17   sFT  0.99999495   +0 09 54.3
 KU4576;SPC NY E     -   222,102.663   213,458.711   MT  0.99994955   +0 29 31.1
 KU4576;SPC NY E     -   728,681.82    700,322.45   sFT  0.99994955   +0 29 31.1
 KU4576;UTM  18      - 4,520,800.002   605,598.353   MT  0.99973725   +0 49 08.2
 KU4576
 KU4576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4576!SPC NY L     -   1.00000463  x   0.99999495  =   0.99999958
 KU4576!SPC NY E     -   1.00000463  x   0.99994955  =   0.99995418
 KU4576!UTM  18      -   1.00000463  x   0.99973725  =   0.99974188
 KU4576
 KU4576|---------------------------------------------------------------------|
 KU4576| PID    Reference Object                     Distance      Geod. Az  |
 KU4576|                                                           dddmmss.s |
 KU4576| KU4582 02E 19N AZ                          243.775 METERS 30626     |
 KU4576|---------------------------------------------------------------------|
 KU4576
 KU4576                          SUPERSEDED SURVEY CONTROL
 KU4576
 KU4576  ELLIP H (09/01/99)  -29.52   (m)                       GP(       ) 4 1
 KU4576  NAD 83(1996)-  40 49 53.17915(N)    073 44 51.33853(W) AD(       ) 1
 KU4576  NAD 83(1992)-  40 49 53.17901(N)    073 44 51.33834(W) AD(       ) 1
 KU4576  NAD 83(1986)-  40 49 53.17933(N)    073 44 51.34015(W) AD(       ) 1
 KU4576  NGVD 29 (03/24/92)    2.0    (m)            7.     (f) GPS OBS        
 KU4576
 KU4576.Superseded values are not recommended for survey control.
 KU4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4576.See file dsdata.txt to determine how the superseded data were derived.
 KU4576
 KU4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0559820800(NAD 83)
 KU4576_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4576_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4576_STAMPING: 02E19N
 KU4576_MARK LOGO: NYDPW 
 KU4576_PROJECTION: RECESSED 8 CENTIMETERS
 KU4576_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4576+STABILITY: POSITION/ELEVATION WELL
 KU4576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4576+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4576_ROD/PIPE-DEPTH: 20.6 meters
 KU4576_SLEEVE-DEPTH  : 1.52 meters
 KU4576
 KU4576  HISTORY     - Date     Condition        Report By
 KU4576  HISTORY     - 1989     MONUMENTED       SBAS
 KU4576  HISTORY     - 19910205 GOOD
 KU4576
 KU4576                          STATION DESCRIPTION
 KU4576
 KU4576'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4576'THE POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 13 FEET
 KU4576'(4.0 M) WEST OF THE CENTERLINE OF KINGS POINT ROAD AND 10 FEET
 KU4576'(3.0 M) NORTH OF THE CENTERLINE OF EAGLE POINT DRIVE,IN THE GRASS
 KU4576'AREA BEHIND THE CURB.
 KU4576'THE LOCATION TIES ARE 22.1 FEET (6.7 M) FROM THE WATER VALVE IN KINGS
 KU4576'POINT ROAD, 37.6 FEET (11.5 M) FROM THE STREET SIGN ON THE NORTH EAST
 KU4576'CORNER AND 46.7 FEET (14.2 M) FROM THE LONG ISLAND LIGHTING COMPANY
 KU4576'UTILITY POLE NUMBER 77.
 KU4576
 KU4576                          STATION RECOVERY (1991)
 KU4576
 KU4576'RECOVERED 1991
 KU4576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4582 ***********************************************************************
 KU4582  DESIGNATION -  02E 19N AZ
 KU4582  PID         -  KU4582
 KU4582  STATE/COUNTY-  NY/NASSAU
 KU4582  USGS QUAD   -  FLUSHING (1979)
 KU4582
 KU4582                         *CURRENT SURVEY CONTROL
 KU4582  ___________________________________________________________________
 KU4582* NAD 83(1996)-  40 49 57.86853(N)    073 44 59.71127(W)     ADJUSTED  
 KU4582* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 KU4582  ___________________________________________________________________
 KU4582  X           -   1,352,346.294 (meters)                     COMP
 KU4582  Y           -  -4,639,665.769 (meters)                     COMP
 KU4582  Z           -   4,148,369.557 (meters)                     COMP
 KU4582  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 KU4582  ELLIP HEIGHT-         -26.84  (meters)          (12/03/02) GPS OBS
 KU4582  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4582
 KU4582  HORZ ORDER  -  FIRST
 KU4582  ELLP ORDER  -  FOURTH    CLASS II
 KU4582
 KU4582.The horizontal coordinates were established by GPS observations
 KU4582.and adjusted by the National Geodetic Survey in January 1999..
 KU4582
 KU4582.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4582
 KU4582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4582
 KU4582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4582
 KU4582.The ellipsoidal height was determined by GPS observations
 KU4582.and is referenced to NAD 83.
 KU4582
 KU4582.The geoid height was determined by GEOID03.
 KU4582
 KU4582;                    North         East     Units Scale Factor Converg.
 KU4582;SPC NY L     -    73,995.276   321,093.508   MT  0.99999495   +0 09 48.9
 KU4582;SPC NY L     -   242,766.17  1,053,454.28   sFT  0.99999495   +0 09 48.9
 KU4582;SPC NY E     -   222,245.717   213,261.338   MT  0.99994924   +0 29 25.7
 KU4582;SPC NY E     -   729,151.16    699,674.91   sFT  0.99994924   +0 29 25.7
 KU4582;UTM  18      - 4,520,941.897   605,400.209   MT  0.99973673   +0 49 02.8
 KU4582
 KU4582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4582!SPC NY L     -   1.00000421  x   0.99999495  =   0.99999916
 KU4582!SPC NY E     -   1.00000421  x   0.99994924  =   0.99995345
 KU4582!UTM  18      -   1.00000421  x   0.99973673  =   0.99974094
 KU4582
 KU4582|---------------------------------------------------------------------|
 KU4582| PID    Reference Object                     Distance      Geod. Az  |
 KU4582|                                                           dddmmss.s |
 KU4582| KU4576 02E 19N                             243.775 METERS 12625     |
 KU4582|---------------------------------------------------------------------|
 KU4582
 KU4582                          SUPERSEDED SURVEY CONTROL
 KU4582
 KU4582  ELLIP H (09/01/99)  -26.84   (m)                       GP(       ) 4 1
 KU4582  NAD 83(1996)-  40 49 57.87155(N)    073 44 59.71018(W) AD(       ) 1
 KU4582  NAD 83(1992)-  40 49 57.87141(N)    073 44 59.71000(W) AD(       ) 1
 KU4582  NAD 83(1986)-  40 49 57.87167(N)    073 44 59.71178(W) AD(       ) 1
 KU4582  NGVD 29 (03/24/92)    4.7    (m)           15.     (f) GPS OBS        
 KU4582
 KU4582.Superseded values are not recommended for survey control.
 KU4582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4582.See file dsdata.txt to determine how the superseded data were derived.
 KU4582
 KU4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0540020942(NAD 83)
 KU4582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4582_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4582_STAMPING: 02E19NAZ
 KU4582_MARK LOGO: NYDPW 
 KU4582_PROJECTION: RECESSED 8 CENTIMETERS
 KU4582_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4582+STABILITY: POSITION/ELEVATION WELL
 KU4582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4582+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4582_ROD/PIPE-DEPTH: 20.6 meters
 KU4582_SLEEVE-DEPTH  : 1.52 meters
 KU4582
 KU4582  HISTORY     - Date     Condition        Report By
 KU4582  HISTORY     - 1989     MONUMENTED       SBAS
 KU4582  HISTORY     - 19910311 GOOD
 KU4582
 KU4582                          STATION DESCRIPTION
 KU4582
 KU4582'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4582'THE POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 8 FEET
 KU4582'(2.4 M) NORTH EAST OF THE CENTERLINE OF KINGS POINT ROAD AND 0.23
 KU4582'MILES (0.37 KM) NORTH WEST OF THE CENTERLINE OF EAGLE POINT DRIVE,IN
 KU4582'THE PAVED ROADWAY.
 KU4582'THE LOCATION TIES ARE 36.4 FEET (11.1 M) FROM THE NORTH END OF THE
 KU4582'STONE WALL, 64.0 FEET (19.5 M) FROM THE LONG ISLAND LIGHTING COMPANY
 KU4582'UTILITY POLE NUMBER 27 AND 43.3 FEET (13.2 M) FROM THE NEW YORK
 KU4582'TELEPHONE POLE NUMBER 85.
 KU4582
 KU4582                          STATION RECOVERY (1991)
 KU4582
 KU4582'RECOVERED 1991
 KU4582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4537 ***********************************************************************
 KU4537  DESIGNATION -  03 E 10 N
 KU4537  PID         -  KU4537
 KU4537  STATE/COUNTY-  NY/NASSAU
 KU4537  USGS QUAD   -  LYNBROOK (1969)
 KU4537
 KU4537                         *CURRENT SURVEY CONTROL
 KU4537  ___________________________________________________________________
 KU4537* NAD 83(1996)-  40 42 04.50301(N)    073 43 34.94856(W)     ADJUSTED  
 KU4537* NAVD 88     -        18.00   (+/-2cm)      59.1    (feet)  VERTCON   
 KU4537  ___________________________________________________________________
 KU4537  X           -   1,356,927.500 (meters)                     COMP
 KU4537  Y           -  -4,648,272.024 (meters)                     COMP
 KU4537  Z           -   4,137,319.128 (meters)                     COMP
 KU4537  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KU4537  ELLIP HEIGHT-         -13.64  (meters)          (12/03/02) GPS OBS
 KU4537  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4537
 KU4537  HORZ ORDER  -  FIRST
 KU4537  VERT ORDER  -  THIRD (See Below)
 KU4537  ELLP ORDER  -  FOURTH    CLASS II
 KU4537
 KU4537.The horizontal coordinates were established by GPS observations
 KU4537.and adjusted by the National Geodetic Survey in January 1999..
 KU4537
 KU4537.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4537.The vertical order pertains to the NGVD 29 superseded value.
 KU4537
 KU4537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4537
 KU4537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4537
 KU4537.The ellipsoidal height was determined by GPS observations
 KU4537.and is referenced to NAD 83.
 KU4537
 KU4537.The geoid height was determined by GEOID03.
 KU4537
 KU4537;                    North         East     Units Scale Factor Converg.
 KU4537;SPC NY L     -    59,399.406   323,125.079   MT  0.99999826   +0 10 44.3
 KU4537;SPC NY L     -   194,879.55  1,060,119.53   sFT  0.99999826   +0 10 44.3
 KU4537;UTM  18      - 4,506,373.859   607,597.372   MT  0.99974250   +0 49 50.3
 KU4537
 KU4537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4537!SPC NY L     -   1.00000214  x   0.99999826  =   1.00000040
 KU4537!UTM  18      -   1.00000214  x   0.99974250  =   0.99974464
 KU4537
 KU4537|---------------------------------------------------------------------|
 KU4537| PID    Reference Object                     Distance      Geod. Az  |
 KU4537|                                                           dddmmss.s |
 KU4537| KU4605 03E 10N AZ                          331.354 METERS 10420     |
 KU4537|---------------------------------------------------------------------|
 KU4537
 KU4537                          SUPERSEDED SURVEY CONTROL
 KU4537
 KU4537  ELLIP H (09/01/99)  -13.64   (m)                       GP(       ) 4 1
 KU4537  NAD 83(1996)-  40 42 04.50626(N)    073 43 34.94738(W) AD(       ) 1
 KU4537  NAD 83(1992)-  40 42 04.50617(N)    073 43 34.94725(W) AD(       ) 1
 KU4537  NAD 83(1986)-  40 42 04.50618(N)    073 43 34.94834(W) AD(       ) 1
 KU4537  NGVD 29 (??/??/??)   18.34   (m)           60.2    (f) N HEIGHT    3  
 KU4537
 KU4537.Superseded values are not recommended for survey control.
 KU4537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4537.See file dsdata.txt to determine how the superseded data were derived.
 KU4537
 KU4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0759706374(NAD 83)
 KU4537_MARKER: DD = SURVEY DISK
 KU4537_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4537_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4537_STAMPING: 03E10N
 KU4537_MARK LOGO: NY-059
 KU4537_PROJECTION: RECESSED 8 CENTIMETERS
 KU4537_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4537+STABILITY: POSITION/ELEVATION WELL
 KU4537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4537+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 KU4537_ROD/PIPE-DEPTH: 20.6 meters
 KU4537_SLEEVE-DEPTH  : 1.52 meters
 KU4537
 KU4537  HISTORY     - Date     Condition        Report By
 KU4537  HISTORY     - 1989     MONUMENTED       SBAS
 KU4537  HISTORY     - 19910318 GOOD
 KU4537
 KU4537                          STATION DESCRIPTION
 KU4537
 KU4537'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4537'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 64 FEET (19.5 M)
 KU4537'EAST OF THE CENTERLINE OF THE EXTENDED PARKWAY DRIVE AND 1 FOOT (0.3
 KU4537'M) SOUTH OF THE CENTERLINE OF HOFFMAN AVENUE,IN THE PAVED ROADWAY.
 KU4537'THE LOCATION TIES ARE 40.5 FEET (12.3 M) FROM THE EASTERLY SEWER
 KU4537'MANHOLE, 33.8 FEET (10.3 M) FROM THE LIGHT POLE AND 72.8 FEET (22.2
 KU4537'M) FROM THE WESTERLY SEWER MANHOLE.
 KU4537
 KU4537                          STATION RECOVERY (1991)
 KU4537
 KU4537'RECOVERED 1991
 KU4537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1524 ***********************************************************************
 OF1524  DESIGNATION -  036
 OF1524  PID         -  OF1524
 OF1524  STATE/COUNTY-  NY/MONROE
 OF1524  USGS QUAD   -  FAIRPORT (1978)
 OF1524
 OF1524                         *CURRENT SURVEY CONTROL
 OF1524  ___________________________________________________________________
 OF1524* NAD 83(1996)-  43 04 36.49493(N)    077 29 48.96408(W)     ADJUSTED  
 OF1524* NAVD 88     -       141.78   (+/-2cm)     465.2    (feet)  VERTCON   
 OF1524  ___________________________________________________________________
 OF1524  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 OF1524  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1524
 OF1524  HORZ ORDER  -  SECOND
 OF1524  VERT ORDER  -  THIRD ? (See Below)
 OF1524
 OF1524.The horizontal coordinates were established by classical geodetic methods
 OF1524.and adjusted by the National Geodetic Survey in January 1999..
 OF1524
 OF1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1524.The vertical order pertains to the NGVD 29 superseded value.
 OF1524
 OF1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1524
 OF1524.The geoid height was determined by GEOID03.
 OF1524
 OF1524;                    North         East     Units Scale Factor Converg.
 OF1524;SPC NY W     -   342,274.823   438,470.434   MT  1.00003375   +0 44 31.3
 OF1524;SPC NY W     - 1,122,946.65  1,438,548.42   sFT  1.00003375   +0 44 31.3
 OF1524;SPC NY C     -   342,107.067   175,601.367   MT  1.00000557   -0 37 26.4
 OF1524;SPC NY C     - 1,122,396.27    576,118.82   sFT  1.00000557   -0 37 26.4
 OF1524;UTM  18      - 4,772,369.910   296,728.242   MT  1.00010833   -1 42 21.4
 OF1524
 OF1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1524!SPC NY W     -   0.99998330  x   1.00003375  =   1.00001705
 OF1524!SPC NY C     -   0.99998330  x   1.00000557  =   0.99998887
 OF1524!UTM  18      -   0.99998330  x   1.00010833  =   1.00009163
 OF1524
 OF1524:                Primary Azimuth Mark                     Grid Az
 OF1524:SPC NY W     -  037 1                                    139 55 32.9
 OF1524:SPC NY C     -  037 1                                    141 17 30.6
 OF1524:UTM  18      -  037 1                                    142 22 25.6
 OF1524
 OF1524|---------------------------------------------------------------------|
 OF1524| PID    Reference Object                     Distance      Geod. Az  |
 OF1524|                                                           dddmmss.s |
 OF1524| OF1523 037 1                               444.004 METERS 1404004.2 |
 OF1524| OF1529 4332                                105.658 METERS 25952     |
 OF1524| OF1525 TP 9040                              19.450 METERS 30130     |
 OF1524|---------------------------------------------------------------------|
 OF1524
 OF1524                          SUPERSEDED SURVEY CONTROL
 OF1524
 OF1524  NAD 83(1986)-  43 04 36.50325(N)    077 29 48.96203(W) AD(       ) 2
 OF1524  NAD 27      -  43 04 36.27623(N)    077 29 49.97629(W) AD(       ) 2
 OF1524  NGVD 29 (07/19/86)  141.96   (m)          465.7    (f) LEVELING    3  
 OF1524
 OF1524.Superseded values are not recommended for survey control.
 OF1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1524.See file dsdata.txt to determine how the superseded data were derived.
 OF1524
 OF1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9672872370(NAD 83)
 OF1524_MARKER: DD = SURVEY DISK
 OF1524_SETTING: 0 = UNSPECIFIED SETTING
 OF1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1524
 OF1524  HISTORY     - Date     Condition        Report By
 OF1524  HISTORY     - 1935     MONUMENTED       NYGS
 OF1524  HISTORY     - 1973     GOOD             NY-055
 OF1524  HISTORY     - 1977     GOOD             NY-055
 OF1524  HISTORY     - 19910406 GOOD             USPSQD
 OF1524  HISTORY     - 19950905 GOOD             USPSQD
 OF1524
 OF1524                          STATION DESCRIPTION
 OF1524
 OF1524'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1524'IN PITTSFORD, 95 FEET SOUTH OF CENTER LINE OF MARSH ROAD
 OF1524'(EXTENDED), 87.2 FEET NORTH OF NEW YORK STATE CANAL MARKER, 50.2
 OF1524'FEET NORTHWEST OF MOST WESTERLY TREE IN GROUP OF POPLARS, 34.6
 OF1524'FEET WEST OF 14-INCH POPLAR, AND 20.3 FEET EAST OF EAST CONCRETE
 OF1524'WALL OF BARGE CANAL.  STATION IS A U.S.C. AND G.S. AND STATE
 OF1524'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1524
 OF1524                          STATION RECOVERY (1973)
 OF1524
 OF1524'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1524'A NEW DESCRIPTION FOLLOWS--
 OF1524'
 OF1524'IN THE TOWN OF PITTSFORD, ON THE S.W. SIDE OF MARSH ROAD
 OF1524'
 OF1524'20.0 FT E. OF CONCRETE WALL OF N.Y. STATE BARGE CANAL
 OF1524'
 OF1524'87.2 FT N. OF CONCRETE R.O.W. MARKER
 OF1524'
 OF1524'66.6 FT S. OF CENTERLINE OF MARSH ROAD PRODUCES
 OF1524'
 OF1524'0.8 FT W. OF MONROE COUNTY WITNESS POST
 OF1524'
 OF1524'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1524'IN CONCRETE COVERED 0.1 FT
 OF1524
 OF1524                          STATION RECOVERY (1977)
 OF1524
 OF1524'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1524'GOOD
 OF1524
 OF1524                          STATION RECOVERY (1991)
 OF1524
 OF1524'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1524'RECOVERED IN GOOD CONDITION.
 OF1524
 OF1524                          STATION RECOVERY (1995)
 OF1524
 OF1524'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1523 ***********************************************************************
 OF1523  DESIGNATION -  037 1
 OF1523  PID         -  OF1523
 OF1523  STATE/COUNTY-  NY/MONROE
 OF1523  USGS QUAD   -  FAIRPORT (1978)
 OF1523
 OF1523                         *CURRENT SURVEY CONTROL
 OF1523  ___________________________________________________________________
 OF1523* NAD 83(1996)-  43 04 25.36590(N)    077 29 36.52477(W)     ADJUSTED  
 OF1523* NAVD 88     -       141.35   (+/-2cm)     463.7    (feet)  VERTCON   
 OF1523  ___________________________________________________________________
 OF1523  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 OF1523  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF1523
 OF1523  HORZ ORDER  -  SECOND
 OF1523  VERT ORDER  -  THIRD ? (See Below)
 OF1523
 OF1523.The horizontal coordinates were established by classical geodetic methods
 OF1523.and adjusted by the National Geodetic Survey in January 1999..
 OF1523
 OF1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1523.The vertical order pertains to the NGVD 29 superseded value.
 OF1523
 OF1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1523
 OF1523.The geoid height was determined by GEOID03.
 OF1523
 OF1523;                    North         East     Units Scale Factor Converg.
 OF1523;SPC NY W     -   341,935.054   438,756.284   MT  1.00003438   +0 44 39.7
 OF1523;SPC NY W     - 1,121,831.92  1,439,486.24   sFT  1.00003438   +0 44 39.7
 OF1523;SPC NY C     -   341,760.590   175,879.028   MT  1.00000506   -0 37 17.8
 OF1523;SPC NY C     - 1,121,259.54    577,029.78   sFT  1.00000506   -0 37 17.8
 OF1523;UTM  18      - 4,772,018.216   296,999.340   MT  1.00010697   -1 42 12.5
 OF1523
 OF1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1523!SPC NY W     -   0.99998337  x   1.00003438  =   1.00001775
 OF1523!SPC NY C     -   0.99998337  x   1.00000506  =   0.99998843
 OF1523!UTM  18      -   0.99998337  x   1.00010697  =   1.00009034
 OF1523
 OF1523:                Primary Azimuth Mark                     Grid Az
 OF1523:SPC NY W     -  TP 9040                                  319 08 03.3
 OF1523:SPC NY C     -  TP 9040                                  320 30 00.8
 OF1523:UTM  18      -  TP 9040                                  321 34 55.5
 OF1523
 OF1523|---------------------------------------------------------------------|
 OF1523| PID    Reference Object                     Distance      Geod. Az  |
 OF1523|                                                           dddmmss.s |
 OF1523| OF1525 TP 9040                             462.420 METERS 3195243.0 |
 OF1523| OF1524 036                                 444.004 METERS 3204012.7 |
 OF1523|---------------------------------------------------------------------|
 OF1523
 OF1523                          SUPERSEDED SURVEY CONTROL
 OF1523
 OF1523  NAD 83(1986)-  43 04 25.37424(N)    077 29 36.52270(W) AD(       ) 2
 OF1523  NAD 27      -  43 04 25.14708(N)    077 29 37.53759(W) AD(       ) 2
 OF1523  NGVD 29 (07/19/86)  141.53   (m)          464.3    (f) LEVELING    3  
 OF1523
 OF1523.Superseded values are not recommended for survey control.
 OF1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1523.See file dsdata.txt to determine how the superseded data were derived.
 OF1523
 OF1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9699972018(NAD 83)
 OF1523_MARKER: DD = SURVEY DISK
 OF1523_SETTING: 0 = UNSPECIFIED SETTING
 OF1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1523
 OF1523  HISTORY     - Date     Condition        Report By
 OF1523  HISTORY     - 1940     MONUMENTED       NYGS
 OF1523  HISTORY     - 1973     GOOD             NY-055
 OF1523  HISTORY     - 1977     GOOD             NY-055
 OF1523
 OF1523                          STATION DESCRIPTION
 OF1523
 OF1523'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1523'IN PITTSFORD, ON SOUTHWEST SIDE OF BARGE CANAL, 0.30 MILE
 OF1523'SOUTHEAST OF EAST STREET, 12.7 FEET NORTHEAST OF CENTER LINE OF
 OF1523'TOW PATH (DIRT), 12.2 FEET SOUTHWEST OF SOUTHWEST WALL OF BARGE
 OF1523'CANAL, 7.8 FEET SOUTHWEST OF BARGE CANAL LIGHT NO. 256-3, 59.3
 OF1523'FEET SOUTH OF B.M. NO. 10 ON CONCRETE WALL OF CANAL, AND 126.1
 OF1523'FEET NORTH OF STEEL MOORING POST SET IN CONCRETE SLAB 5 BY 5
 OF1523'FEET.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF1523'DISK IN CONCRETE FLUSH WITH GROUND.
 OF1523
 OF1523                          STATION RECOVERY (1973)
 OF1523
 OF1523'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1523'A NEW DESCRIPTION FOLLOWS--
 OF1523'
 OF1523'IN THE TOWN OF PITTSFORD, ON THE E. SIDE OF DIRT ROAD OFF OF
 OF1523'PITTSFORD-VICTOR ROAD, AND 0.3 MI. S. OF EAST STREET (RT. 056)
 OF1523'
 OF1523'12.7 FT E. OF CENTERLINE OF DIRT ROAD
 OF1523'
 OF1523'29.7 FT S. OF ANGLE IRON WHICH IS IN THE W. CONCRETE WALL OF CANAL
 OF1523'
 OF1523'7.8 FT W. OF 4 AND 8 WOOD POST
 OF1523'
 OF1523'0.8 FT W. OF MONROE COUNTY WITNESS POST
 OF1523'
 OF1523'12.2 FT W. OF E. FACE OF W. CONCRETE WALL OF CANAL
 OF1523'
 OF1523'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1523'IN CONCRETE AT GRADE
 OF1523
 OF1523                          STATION RECOVERY (1977)
 OF1523
 OF1523'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1523'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1516 ***********************************************************************
 OF1516  DESIGNATION -  037 5
 OF1516  PID         -  OF1516
 OF1516  STATE/COUNTY-  NY/MONROE
 OF1516  USGS QUAD   -  FAIRPORT (1978)
 OF1516
 OF1516                         *CURRENT SURVEY CONTROL
 OF1516  ___________________________________________________________________
 OF1516* NAD 83(1996)-  43 03 33.73437(N)    077 28 27.26093(W)     ADJUSTED  
 OF1516* NAVD 88     -       142.82   (+/-2cm)     468.6    (feet)  VERTCON   
 OF1516  ___________________________________________________________________
 OF1516  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 OF1516  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1516
 OF1516  HORZ ORDER  -  SECOND
 OF1516  VERT ORDER  -  THIRD ? (See Below)
 OF1516
 OF1516.The horizontal coordinates were established by classical geodetic methods
 OF1516.and adjusted by the National Geodetic Survey in January 1999..
 OF1516
 OF1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1516.The vertical order pertains to the NGVD 29 superseded value.
 OF1516
 OF1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1516
 OF1516.The geoid height was determined by GEOID03.
 OF1516
 OF1516;                    North         East     Units Scale Factor Converg.
 OF1516;SPC NY W     -   340,362.349   440,344.236   MT  1.00003787   +0 45 26.2
 OF1516;SPC NY W     - 1,116,672.14  1,444,696.05   sFT  1.00003787   +0 45 26.2
 OF1516;SPC NY C     -   340,150.535   177,428.993   MT  1.00000227   -0 36 29.9
 OF1516;SPC NY C     - 1,115,977.21    582,114.95   sFT  1.00000227   -0 36 29.9
 OF1516;UTM  18      - 4,770,379.025   298,518.785   MT  1.00009941   -1 41 23.5
 OF1516
 OF1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1516!SPC NY W     -   0.99998313  x   1.00003787  =   1.00002100
 OF1516!SPC NY C     -   0.99998313  x   1.00000227  =   0.99998540
 OF1516!UTM  18      -   0.99998313  x   1.00009941  =   1.00008254
 OF1516
 OF1516:                Primary Azimuth Mark                     Grid Az
 OF1516:SPC NY W     -  4738                                     154 30 11.7
 OF1516:SPC NY C     -  4738                                     155 52 07.8
 OF1516:UTM  18      -  4738                                     156 57 01.4
 OF1516
 OF1516|---------------------------------------------------------------------|
 OF1516| PID    Reference Object                     Distance      Geod. Az  |
 OF1516|                                                           dddmmss.s |
 OF1516| OF1513 4738                                440.765 METERS 1551537.9 |
 OF1516| OF1517 4739                                176.699 METERS 31953     |
 OF1516|---------------------------------------------------------------------|
 OF1516
 OF1516                          SUPERSEDED SURVEY CONTROL
 OF1516
 OF1516  NAD 83(1986)-  43 03 33.74281(N)    077 28 27.25863(W) AD(       ) 2
 OF1516  NAD 27      -  43 03 33.51475(N)    077 28 28.27514(W) AD(       ) 2
 OF1516  NGVD 29 (07/19/86)  142.99   (m)          469.1    (f) LEVELING    3  
 OF1516
 OF1516.Superseded values are not recommended for survey control.
 OF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1516.See file dsdata.txt to determine how the superseded data were derived.
 OF1516
 OF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9851970379(NAD 83)
 OF1516_MARKER: DD = SURVEY DISK
 OF1516_SETTING: 0 = UNSPECIFIED SETTING
 OF1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1516
 OF1516  HISTORY     - Date     Condition        Report By
 OF1516  HISTORY     - 1940     MONUMENTED       NYGS
 OF1516  HISTORY     - 1973     GOOD             NY-055
 OF1516  HISTORY     - 1977     GOOD             NY-055
 OF1516
 OF1516                          STATION DESCRIPTION
 OF1516
 OF1516'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1516'IN PERINTON, ON EAST SIDE OF PITTSFORD-VICTOR ROAD, 0.15 MILE
 OF1516'SOUTHEAST OF MARSH ROAD, 49.3 FEET EAST OF CENTER LINE OF
 OF1516'PITTSFORD-VICTOR ROAD, 72.7 FEET SOUTHWEST OF SOUTHWEST CORNER
 OF1516'OF T. SULLIVANS HOME, 36.2 FEET SOUTH OF SOUTH RANGE LINE OF
 OF1516'SAID HOME, AND 10.5 FEET NORTHEAST OF CORNER POST OF
 OF1516'RIGHT-OF-WAY AND YARD FENCES, AND 29.3 FEET SOUTHEAST OF
 OF1516'R.G. AND E. POLE NO. 85.  STATION IS A U.S.C. AND G.S. AND
 OF1516'STATE SURVEY STANDARD DISK IN CONCRETE 0.50 FOOT BELOW GROUND
 OF1516'(IN LAWN).
 OF1516
 OF1516                          STATION RECOVERY (1973)
 OF1516
 OF1516'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1516'A NEW DESCRIPTION FOLLOWS--
 OF1516'
 OF1516'IN THE TOWN OF PERINTON, ON THE EAST SIDE OF PITTSFORD VICTOR
 OF1516'ROAD (RT. 96), 0.1 MI S OF KREAG RD. (RT.027)
 OF1516'
 OF1516'47.0 FT E OF C.L. OF PITTSFORD VICTOR RD.
 OF1516'
 OF1516'36.2 FT S OF SOUTH RANGELINE OF OPEN PORCH TO HOUSE 748
 OF1516'
 OF1516'4.4 FT N OF CHAIN LINK FENCE
 OF1516'
 OF1516'14.9 FT E OF UTILITY POLE RGE 85
 OF1516'
 OF1516'10.3 FT E OF U.S. MARKER
 OF1516'
 OF1516'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1516'DISK IN CONCRETE COVERED 0.3 FT.
 OF1516
 OF1516                          STATION RECOVERY (1977)
 OF1516
 OF1516'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1516'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2071 ***********************************************************************
 OF2071  DESIGNATION -  039 4 1940
 OF2071  PID         -  OF2071
 OF2071  STATE/COUNTY-  NY/MONROE
 OF2071  USGS QUAD   -  PITTSFORD (1978)
 OF2071
 OF2071                         *CURRENT SURVEY CONTROL
 OF2071  ___________________________________________________________________
 OF2071* NAD 83(1996)-  43 03 32.89425(N)    077 31 58.62765(W)     ADJUSTED  
 OF2071* NAVD 88     -       199.31   (+/-2cm)     653.9    (feet)  VERTCON   
 OF2071  ___________________________________________________________________
 OF2071  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 OF2071  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2071
 OF2071  HORZ ORDER  -  SECOND
 OF2071  VERT ORDER  -  THIRD ? (See Below)
 OF2071
 OF2071.The horizontal coordinates were established by classical geodetic methods
 OF2071.and adjusted by the National Geodetic Survey in January 1999..
 OF2071
 OF2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2071.The vertical order pertains to the NGVD 29 superseded value.
 OF2071
 OF2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2071
 OF2071.The geoid height was determined by GEOID03.
 OF2071
 OF2071;                    North         East     Units Scale Factor Converg.
 OF2071;SPC NY W     -   340,274.881   435,561.900   MT  1.00002753   +0 43 01.9
 OF2071;SPC NY W     - 1,116,385.17  1,429,006.00   sFT  1.00002753   +0 43 01.9
 OF2071;UTM  18      - 4,770,495.843   293,736.698   MT  1.00012341   -1 43 48.0
 OF2071
 OF2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2071!SPC NY W     -   0.99997427  x   1.00002753  =   1.00000180
 OF2071!UTM  18      -   0.99997427  x   1.00012341  =   1.00009768
 OF2071
 OF2071|---------------------------------------------------------------------|
 OF2071| PID    Reference Object                     Distance      Geod. Az  |
 OF2071|                                                           dddmmss.s |
 OF2071| OF2070 4308                                221.707 METERS 02143     |
 OF2071| OF2034 039 4 MCGS 1969                     233.984 METERS 18520     |
 OF2071| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX. 9.4 KM 3335538.7 |
 OF2071| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX. 9.5 KM 3340639.7 |
 OF2071|---------------------------------------------------------------------|
 OF2071
 OF2071                          SUPERSEDED SURVEY CONTROL
 OF2071
 OF2071  NAD 83(1986)-  43 03 32.90239(N)    077 31 58.62543(W) AD(       ) 2
 OF2071  NAD 27      -  43 03 32.67620(N)    077 31 59.63480(W) AD(       ) 2
 OF2071  NGVD 29 (07/19/86)  199.48   (m)          654.5    (f) LEVELING    3  
 OF2071
 OF2071.Superseded values are not recommended for survey control.
 OF2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2071.See file dsdata.txt to determine how the superseded data were derived.
 OF2071
 OF2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9373770496(NAD 83)
 OF2071_MARKER: DD = SURVEY DISK
 OF2071_SETTING: 0 = UNSPECIFIED SETTING
 OF2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2071
 OF2071  HISTORY     - Date     Condition        Report By
 OF2071  HISTORY     - 1940     MONUMENTED       NYGS
 OF2071  HISTORY     - 1973     GOOD             NY-055
 OF2071  HISTORY     - 1977     GOOD             NY-055
 OF2071
 OF2071                          STATION DESCRIPTION
 OF2071
 OF2071'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2071'IN PITTSFORD, ON WEST SIDE OF PITTSFORD-MENDON CENTER ROAD, AT
 OF2071'THE INTERSECTION OF BARKER ROAD, 31.7 FEET WEST OF THE CENTER
 OF2071'LINE OF PITTSFORD-MENDON CENTER ROAD, 47.2 FEET SOUTH OF POINT
 OF2071'OF INTERSECTION OF CENTER LINES, 1.2 FEET EAST OF WEST
 OF2071'RIGHT-OF-WAY FENCE, 13.5 FEET SOUTH OF INTERSECTION OF WEST
 OF2071'RIGHT-OF-WAY AND FARM FENCES, 10.3 FEET SOUTH OF R.G. AND
 OF2071'E. POLE NO. 33, 55.5 FEET WEST OF R.T.C. POLE NO. 101, AND 3.5
 OF2071'FEET NORTH OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND
 OF2071'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2071'GROUND.
 OF2071
 OF2071                          STATION RECOVERY (1973)
 OF2071
 OF2071'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2071'A NEW DESCRIPTION FOLLOWS--
 OF2071'
 OF2071'IN THE TOWN OF PITTSFORD, IN THE S.W. CORNER OF THE
 OF2071'INTERSECTION OF MENDON CENTER ROAD (RTE.64) AND BARKER ROAD.
 OF2071'
 OF2071'30.4 FT W. OF CENTERLINE MENDON CENTER ROAD
 OF2071'
 OF2071'39.6 FT S. OF CENTERLINE BARKER ROAD PRODUCED
 OF2071'
 OF2071'30.6 FT S. OF RG AND E POLE NO. T33 RTC 101-1/2
 OF2071'
 OF2071'1.0 FT E. OF MONROE COUNTY WITNESS POST
 OF2071'
 OF2071'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2071'IN CONCRETE COVERED 0.6 FT
 OF2071
 OF2071                          STATION RECOVERY (1977)
 OF2071
 OF2071'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2071'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2034 ***********************************************************************
 OF2034  DESIGNATION -  039 4 MCGS 1969
 OF2034  PID         -  OF2034
 OF2034  STATE/COUNTY-  NY/MONROE
 OF2034  USGS QUAD   -  PITTSFORD (1978)
 OF2034
 OF2034                         *CURRENT SURVEY CONTROL
 OF2034  ___________________________________________________________________
 OF2034* NAD 83(1996)-  43 03 25.34485(N)    077 31 59.58946(W)     ADJUSTED  
 OF2034* NAVD 88     -       209.4    (meters)     687.     (feet)  VERTCON   
 OF2034  ___________________________________________________________________
 OF2034  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 OF2034  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF2034
 OF2034  HORZ ORDER  -  SECOND
 OF2034
 OF2034.The horizontal coordinates were established by classical geodetic methods
 OF2034.and adjusted by the National Geodetic Survey in January 1999..
 OF2034
 OF2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2034
 OF2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2034
 OF2034.The geoid height was determined by GEOID03.
 OF2034
 OF2034;                    North         East     Units Scale Factor Converg.
 OF2034;SPC NY W     -   340,041.651   435,543.052   MT  1.00002749   +0 43 01.1
 OF2034;SPC NY W     - 1,115,619.98  1,428,944.16   sFT  1.00002749   +0 43 01.1
 OF2034;UTM  18      - 4,770,263.608   293,707.907   MT  1.00012355   -1 43 48.4
 OF2034
 OF2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2034!SPC NY W     -   0.99997268  x   1.00002749  =   1.00000017
 OF2034!UTM  18      -   0.99997268  x   1.00012355  =   1.00009623
 OF2034
 OF2034:                Primary Azimuth Mark                     Grid Az
 OF2034:SPC NY W     -  PITTSFORD                                027 22 34.6
 OF2034:UTM  18      -  PITTSFORD                                029 49 24.1
 OF2034
 OF2034|---------------------------------------------------------------------|
 OF2034| PID    Reference Object                     Distance      Geod. Az  |
 OF2034|                                                           dddmmss.s |
 OF2034| OF2039 PITTSFORD                           APPROX. 2.8 KM 0280535.7 |
 OF2034|---------------------------------------------------------------------|
 OF2034
 OF2034                          SUPERSEDED SURVEY CONTROL
 OF2034
 OF2034  NAD 83(1986)-  43 03 25.35298(N)    077 31 59.58723(W) AD(       ) 2
 OF2034  NAD 27      -  43 03 25.12652(N)    077 32 00.59667(W) AD(       ) 2
 OF2034  NGVD 29 (07/19/86)  209.6    (m)          688.     (f) VERT ANG       
 OF2034
 OF2034.Superseded values are not recommended for survey control.
 OF2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2034.See file dsdata.txt to determine how the superseded data were derived.
 OF2034
 OF2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9370870264(NAD 83)
 OF2034_MARKER: DD = SURVEY DISK
 OF2034_SETTING: 0 = UNSPECIFIED SETTING
 OF2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2034
 OF2034  HISTORY     - Date     Condition        Report By
 OF2034  HISTORY     - 1969     MONUMENTED       NY-055
 OF2034  HISTORY     - 1973     GOOD             NY-055
 OF2034  HISTORY     - 19960413 GOOD             USPSQD
 OF2034
 OF2034                          STATION DESCRIPTION
 OF2034
 OF2034'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2034'IN PITTSFORD ALONG MENDON CENTER ROAD.
 OF2034'
 OF2034'0.15 MILE SOUTH OF BARKER ROAD.
 OF2034'
 OF2034'17.8 MILE EAST OF MENDON CENTER ROAD.
 OF2034'
 OF2034'ON NORTH RANGE LINE OF HOUSE NUMBER 311.
 OF2034'
 OF2034'58.2 FEET SOUTHEAST OF RG AND E POLE 36.
 OF2034'
 OF2034'96.1 FEET NORTHEAST OF RG AND E POLE 37.
 OF2034'
 OF2034'13.7 FEET NORTH OF AN UNNUMBERED POLE.
 OF2034'
 OF2034'1.72 MILES SOUTH, SOUTHWEST OF STATION PITTSFORD, 1969.
 OF2034'
 OF2034'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2034'DISK STAMPED 039-4 1969 IN THE TOP OF THE CONCRETE POST
 OF2034'1.0 FT BELOW GRADE.
 OF2034
 OF2034                          STATION RECOVERY (1973)
 OF2034
 OF2034'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2034'DESCRIPTION IS ADEQUATE.
 OF2034
 OF2034                          STATION RECOVERY (1996)
 OF2034
 OF2034'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2072 ***********************************************************************
 OF2072  DESIGNATION -  039 5 1940
 OF2072  PID         -  OF2072
 OF2072  STATE/COUNTY-  NY/MONROE
 OF2072  USGS QUAD   -  PITTSFORD (1978)
 OF2072
 OF2072                         *CURRENT SURVEY CONTROL
 OF2072  ___________________________________________________________________
 OF2072* NAD 83(1996)-  43 03 39.23228(N)    077 32 17.16124(W)     ADJUSTED  
 OF2072* NAVD 88     -       187.65   (+/-2cm)     615.6    (feet)  VERTCON   
 OF2072  ___________________________________________________________________
 OF2072  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OF2072  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2072
 OF2072  HORZ ORDER  -  SECOND
 OF2072  VERT ORDER  -  THIRD ? (See Below)
 OF2072
 OF2072.The horizontal coordinates were established by classical geodetic methods
 OF2072.and adjusted by the National Geodetic Survey in January 1999..
 OF2072
 OF2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2072.The vertical order pertains to the NGVD 29 superseded value.
 OF2072
 OF2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2072
 OF2072.The geoid height was determined by GEOID03.
 OF2072
 OF2072;                    North         East     Units Scale Factor Converg.
 OF2072;SPC NY W     -   340,465.222   435,140.097   MT  1.00002664   +0 42 49.3
 OF2072;SPC NY W     - 1,117,009.65  1,427,622.13   sFT  1.00002664   +0 42 49.3
 OF2072;UTM  18      - 4,770,704.041   293,323.367   MT  1.00012550   -1 44 00.8
 OF2072
 OF2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2072!SPC NY W     -   0.99997610  x   1.00002664  =   1.00000274
 OF2072!UTM  18      -   0.99997610  x   1.00012550  =   1.00010160
 OF2072
 OF2072:                Primary Azimuth Mark                     Grid Az
 OF2072:SPC NY W     -  4308                                     088 05 50.5
 OF2072:UTM  18      -  4308                                     090 32 40.6
 OF2072
 OF2072|---------------------------------------------------------------------|
 OF2072| PID    Reference Object                     Distance      Geod. Az  |
 OF2072|                                                           dddmmss.s |
 OF2072| OF2070 4308                                APPROX. 0.5 KM 0884839.8 |
 OF2072|---------------------------------------------------------------------|
 OF2072
 OF2072                          SUPERSEDED SURVEY CONTROL
 OF2072
 OF2072  NAD 83(1986)-  43 03 39.24039(N)    077 32 17.15904(W) AD(       ) 2
 OF2072  NAD 27      -  43 03 39.01429(N)    077 32 18.16766(W) AD(       ) 2
 OF2072  NGVD 29 (07/19/86)  187.82   (m)          616.2    (f) LEVELING    3  
 OF2072
 OF2072.Superseded values are not recommended for survey control.
 OF2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2072.See file dsdata.txt to determine how the superseded data were derived.
 OF2072
 OF2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9332370704(NAD 83)
 OF2072_MARKER: DD = SURVEY DISK
 OF2072_SETTING: 0 = UNSPECIFIED SETTING
 OF2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2072
 OF2072  HISTORY     - Date     Condition        Report By
 OF2072  HISTORY     - 1940     MONUMENTED       NYGS
 OF2072  HISTORY     - 1973     GOOD             NY-055
 OF2072  HISTORY     - 1977     GOOD             NY-055
 OF2072
 OF2072                          STATION DESCRIPTION
 OF2072
 OF2072'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2072'IN PITTSFORD, ON SOUTH SIDE OF WILLARD ROAD, 0.35 MILE WEST OF
 OF2072'PITTSFORD-MENDON CENTER ROAD, 14.8 FEET SOUTH OF THE CENTER LINE
 OF2072'OF WILLARD ROAD, 38.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 OF2072'FENCE, 21.0 FEET WEST OF WEST RANGE LINE OF J.E. PHELANS HOUSE,
 OF2072'62.0 FEET NORTH OF NORTH RANGE LINE OF SAID HOUSE, 156.5
 OF2072'FEET EAST OF THE INTERSECTION OF NORTH RIGHT-OF-WAY AND FARM
 OF2072'FENCES, 5.3 FEET WEST OF R.G. AND E. POLE NO. 16-A, 15.0 FEET
 OF2072'WEST OF 12-INCH WILLOW TREE, 53.1 FEET SOUTH OF 18-INCH MAPLE
 OF2072'TREE, AND 3.8 FEET EAST OF U.S. REFERENCE MARKER.  STATION IS
 OF2072'A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF2072'FLUSH WITH GROUND.
 OF2072
 OF2072                          STATION RECOVERY (1973)
 OF2072
 OF2072'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2072'NEW DESCRIPTION FOLLOWS--
 OF2072'
 OF2072'IN TOWN OF PITTSFORD ON WILLARD ROAD, 0.3 MI. WEST OF MENDON
 OF2072'CENTER ROAD
 OF2072'
 OF2072'15.5 FT S. OF CENTERLINE WILLARD ROAD
 OF2072'
 OF2072'164.6 FT SW OF UTILITY POLE RGET 24, RTC 9
 OF2072'
 OF2072'5.2 FT W. OF UTILITY POLE RGE 23A, RTC 10-1/2
 OF2072'
 OF2072'56.4 FT SE OF UTILITY POLE RGET 23, 409, RTC 10
 OF2072'
 OF2072'72.6 FT NW OF MOST NORTHERLY NE CORNER OF HOUSE 167
 OF2072'
 OF2072'65/5 FT NW OF MOST NORTHERLY NW CORNER OF HOUSE 167
 OF2072'
 OF2072'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2072'IN CONCRETE 0.2 FT BELOW GRADE
 OF2072
 OF2072                          STATION RECOVERY (1977)
 OF2072
 OF2072'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2072'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2075 ***********************************************************************
 OF2075  DESIGNATION -  039 6
 OF2075  PID         -  OF2075
 OF2075  STATE/COUNTY-  NY/MONROE
 OF2075  USGS QUAD   -  PITTSFORD (1978)
 OF2075
 OF2075                         *CURRENT SURVEY CONTROL
 OF2075  ___________________________________________________________________
 OF2075* NAD 83(1996)-  43 03 39.35536(N)    077 32 46.90577(W)     ADJUSTED  
 OF2075* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 OF2075  ___________________________________________________________________
 OF2075  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OF2075  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2075
 OF2075  HORZ ORDER  -  SECOND
 OF2075
 OF2075.The horizontal coordinates were established by classical geodetic methods
 OF2075.and adjusted by the National Geodetic Survey in January 1999..
 OF2075
 OF2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2075
 OF2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2075
 OF2075.The geoid height was determined by GEOID03.
 OF2075
 OF2075;                    North         East     Units Scale Factor Converg.
 OF2075;SPC NY W     -   340,460.670   434,467.028   MT  1.00002524   +0 42 29.0
 OF2075;SPC NY W     - 1,116,994.71  1,425,413.91   sFT  1.00002524   +0 42 29.0
 OF2075;UTM  18      - 4,770,728.235   292,650.650   MT  1.00012893   -1 44 21.2
 OF2075
 OF2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2075!SPC NY W     -   0.99997520  x   1.00002524  =   1.00000044
 OF2075!UTM  18      -   0.99997520  x   1.00012893  =   1.00010412
 OF2075
 OF2075:                Primary Azimuth Mark                     Grid Az
 OF2075:SPC NY W     -  039 4 MCGS 1969                          111 16 35.9
 OF2075:UTM  18      -  039 4 MCGS 1969                          113 43 26.1
 OF2075
 OF2075|---------------------------------------------------------------------|
 OF2075| PID    Reference Object                     Distance      Geod. Az  |
 OF2075|                                                           dddmmss.s |
 OF2075| OF2034 039 4 MCGS 1969                     APPROX. 1.2 KM 1115904.9 |
 OF2075|---------------------------------------------------------------------|
 OF2075
 OF2075                          SUPERSEDED SURVEY CONTROL
 OF2075
 OF2075  NAD 83(1986)-  43 03 39.36342(N)    077 32 46.90356(W) AD(       ) 2
 OF2075  NAD 27      -  43 03 39.13742(N)    077 32 47.91179(W) AD(       ) 2
 OF2075  NGVD 29 (07/19/86)  193.6    (m)          635.     (f) VERT ANG       
 OF2075
 OF2075.Superseded values are not recommended for survey control.
 OF2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2075.See file dsdata.txt to determine how the superseded data were derived.
 OF2075
 OF2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9265170728(NAD 83)
 OF2075_MARKER: DD = SURVEY DISK
 OF2075_SETTING: 0 = UNSPECIFIED SETTING
 OF2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2075
 OF2075  HISTORY     - Date     Condition        Report By
 OF2075  HISTORY     - 1973     MONUMENTED       NY-055
 OF2075
 OF2075                          STATION DESCRIPTION
 OF2075
 OF2075'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2075'IN THE TOWN OF PITTSFORD ON THE S. SIDE OF WILLARD ROAD, 0.25
 OF2075'MI. E. OF CLOVER ROAD (RT. 65)
 OF2075'
 OF2075'15.9 FT S. OF CENTERLINE OF WILLARD ROAD
 OF2075'
 OF2075'26.8 FT W. OF E. RANGELINE OF HOUSE 78 ACROSS STREET
 OF2075'
 OF2075'5.8 FT N.E. OF POLE RGE 11A RTC 22-1/2
 OF2075'
 OF2075'9.1 FT E. OF MONROE COUNTY WITNESS POST
 OF2075'
 OF2075'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2075'STAMPED 039-6 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4583 ***********************************************************************
 KU4583  DESIGNATION -  03E 02N
 KU4583  PID         -  KU4583
 KU4583  STATE/COUNTY-  NY/NASSAU
 KU4583  USGS QUAD   -  LAWRENCE (1979)
 KU4583
 KU4583                         *CURRENT SURVEY CONTROL
 KU4583  ___________________________________________________________________
 KU4583* NAD 83(1996)-  40 35 11.96433(N)    073 43 30.49898(W)     ADJUSTED  
 KU4583* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 KU4583  ___________________________________________________________________
 KU4583  X           -   1,359,347.435 (meters)                     COMP
 KU4583  Y           -  -4,656,188.317 (meters)                     COMP
 KU4583  Z           -   4,127,653.709 (meters)                     COMP
 KU4583  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 KU4583  ELLIP HEIGHT-         -28.73  (meters)          (12/03/02) GPS OBS
 KU4583  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU4583
 KU4583  HORZ ORDER  -  FIRST
 KU4583  ELLP ORDER  -  FOURTH    CLASS II
 KU4583
 KU4583.The horizontal coordinates were established by GPS observations
 KU4583.and adjusted by the National Geodetic Survey in January 1999..
 KU4583
 KU4583.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4583
 KU4583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4583
 KU4583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4583
 KU4583.The ellipsoidal height was determined by GPS observations
 KU4583.and is referenced to NAD 83.
 KU4583
 KU4583.The geoid height was determined by GEOID03.
 KU4583
 KU4583;                    North         East     Units Scale Factor Converg.
 KU4583;SPC NY L     -    46,674.444   323,269.467   MT  1.00000542   +0 10 47.2
 KU4583;SPC NY L     -   153,131.07  1,060,593.24   sFT  1.00000542   +0 10 47.2
 KU4583;UTM  18      - 4,493,654.648   607,886.185   MT  0.99974327   +0 49 46.2
 KU4583
 KU4583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4583!SPC NY L     -   1.00000451  x   1.00000542  =   1.00000993
 KU4583!UTM  18      -   1.00000451  x   0.99974327  =   0.99974778
 KU4583
 KU4583|---------------------------------------------------------------------|
 KU4583| PID    Reference Object                     Distance      Geod. Az  |
 KU4583|                                                           dddmmss.s |
 KU4583| KU4597 03E 02N AZ                          257.315 METERS 27536     |
 KU4583|---------------------------------------------------------------------|
 KU4583
 KU4583                          SUPERSEDED SURVEY CONTROL
 KU4583
 KU4583  ELLIP H (09/01/99)  -28.73   (m)                       GP(       ) 4 1
 KU4583  NAD 83(1986)-  40 35 11.96805(N)    073 43 30.49752(W) AD(       ) 1
 KU4583  NGVD 29 (03/24/92)    3.7    (m)           12.     (f) GPS OBS        
 KU4583
 KU4583.Superseded values are not recommended for survey control.
 KU4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4583.See file dsdata.txt to determine how the superseded data were derived.
 KU4583
 KU4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0788693655(NAD 83)
 KU4583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4583_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4583_STAMPING: 03E02N
 KU4583_MARK LOGO: NYDPW 
 KU4583_PROJECTION: RECESSED 8 CENTIMETERS
 KU4583_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4583+STABILITY: POSITION/ELEVATION WELL
 KU4583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4583+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 KU4583_ROD/PIPE-DEPTH: 17.9 meters
 KU4583_SLEEVE-DEPTH  : 1.52 meters
 KU4583
 KU4583  HISTORY     - Date     Condition        Report By
 KU4583  HISTORY     - 1989     MONUMENTED       SBAS
 KU4583  HISTORY     - 19910320 GOOD
 KU4583
 KU4583                          STATION DESCRIPTION
 KU4583
 KU4583'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4583'THE POINT IS LOCATED IN ATLANTIC BEACH, TOWN OF HEMPSTEAD, 17 FEET
 KU4583'(5.2 M) WEST OF THE CENTERLINE OF ONEIDA AVENUE AND 6 FEET (1.8 M)
 KU4583'SOUTH OF THE CENTERLINE OF OCEAN AVENUE,IN THE PAVED ROADWAY.
 KU4583'THE LOCATION TIES ARE 68.2 FEET (20.8 M) FROM THE HYDRANT, 83.6 FEET
 KU4583'(25.5 M) FROM THE NEW YORK TELEPHONE POLE NUMBER 42 AND 50.2 FEET
 KU4583'(15.3 M) FROM THE NEW YORK TELEPHONE POLE NUMBER 43.
 KU4583
 KU4583                          STATION RECOVERY (1991)
 KU4583
 KU4583'RECOVERED 1991
 KU4583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4597 ***********************************************************************
 KU4597  DESIGNATION -  03E 02N AZ
 KU4597  PID         -  KU4597
 KU4597  STATE/COUNTY-  NY/NASSAU
 KU4597  USGS QUAD   -  LAWRENCE (1979)
 KU4597
 KU4597                         *CURRENT SURVEY CONTROL
 KU4597  ___________________________________________________________________
 KU4597* NAD 83(1996)-  40 35 12.77939(N)    073 43 41.38862(W)     ADJUSTED  
 KU4597* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 KU4597  ___________________________________________________________________
 KU4597  X           -   1,359,096.953 (meters)                     COMP
 KU4597  Y           -  -4,656,244.113 (meters)                     COMP
 KU4597  Z           -   4,127,672.568 (meters)                     COMP
 KU4597  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU4597  ELLIP HEIGHT-         -29.09  (meters)          (12/03/02) GPS OBS
 KU4597  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KU4597
 KU4597  HORZ ORDER  -  FIRST
 KU4597  ELLP ORDER  -  FOURTH    CLASS II
 KU4597
 KU4597.The horizontal coordinates were established by GPS observations
 KU4597.and adjusted by the National Geodetic Survey in January 1999..
 KU4597
 KU4597.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4597
 KU4597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4597
 KU4597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4597
 KU4597.The ellipsoidal height was determined by GPS observations
 KU4597.and is referenced to NAD 83.
 KU4597
 KU4597.The geoid height was determined by GEOID03.
 KU4597
 KU4597;                    North         East     Units Scale Factor Converg.
 KU4597;SPC NY L     -    46,698.787   323,013.305   MT  1.00000540   +0 10 40.1
 KU4597;SPC NY L     -   153,210.94  1,059,752.82   sFT  1.00000540   +0 10 40.1
 KU4597;UTM  18      - 4,493,676.078   607,629.831   MT  0.99974259   +0 49 39.1
 KU4597
 KU4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4597!SPC NY L     -   1.00000456  x   1.00000540  =   1.00000996
 KU4597!UTM  18      -   1.00000456  x   0.99974259  =   0.99974715
 KU4597
 KU4597:                Primary Azimuth Mark                     Grid Az
 KU4597:SPC NY L     -  03E 03N AZ                               015 39 04.7
 KU4597:UTM  18      -  03E 03N AZ                               015 00 05.7
 KU4597
 KU4597|---------------------------------------------------------------------|
 KU4597| PID    Reference Object                     Distance      Geod. Az  |
 KU4597|                                                           dddmmss.s |
 KU4597| KU4598 03E 03N AZ                          APPROX. 1.3 KM 0154944.8 |
 KU4597| KU4583 03E 02N                             257.315 METERS 09536     |
 KU4597|---------------------------------------------------------------------|
 KU4597
 KU4597                          SUPERSEDED SURVEY CONTROL
 KU4597
 KU4597  ELLIP H (09/01/99)  -29.08   (m)                       GP(       ) 4 1
 KU4597  NAD 83(1986)-  40 35 12.78310(N)    073 43 41.38719(W) AD(       ) 1
 KU4597  NGVD 29 (03/24/92)    3.3    (m)           11.     (f) GPS OBS        
 KU4597
 KU4597.Superseded values are not recommended for survey control.
 KU4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4597.See file dsdata.txt to determine how the superseded data were derived.
 KU4597
 KU4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0763093676(NAD 83)
 KU4597_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4597_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4597_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4597_STAMPING: 03E02NAZ
 KU4597_MARK LOGO: NYDPW 
 KU4597_PROJECTION: RECESSED 8 CENTIMETERS
 KU4597_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4597+STABILITY: POSITION/ELEVATION WELL
 KU4597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4597+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 KU4597_ROD/PIPE-DEPTH: 19.4 meters
 KU4597_SLEEVE-DEPTH  : 1.52 meters
 KU4597
 KU4597  HISTORY     - Date     Condition        Report By
 KU4597  HISTORY     - 1989     MONUMENTED       SBAS
 KU4597  HISTORY     - 19910320 GOOD
 KU4597
 KU4597                          STATION DESCRIPTION
 KU4597
 KU4597'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4597'THE POINT IS LOCATED IN ATLANTIC BEACH, TOWN OF HEMPSTEAD, 8 FEET
 KU4597'(2.4 M) SOUTH OF THE CENTERLINE OF KINGS AVENUE AND 6 FEET (1.8 M)
 KU4597'NORTH OF THE CENTERLINE OF OCEAN BOULEVARD,IN THE PAVED ROADWAY.
 KU4597'THE LOCATION TIES ARE 57.6 FEET (17.6 M) FROM THE HYDRANT, 53.5 FEET
 KU4597'(16.3 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER
 KU4597'28243 AND 44.3 FEET (13.5 M) FROM THE LONG ISLAND LIGHTING COMPANY
 KU4597'UTILITY POLE NUMBER 35.
 KU4597
 KU4597                          STATION RECOVERY (1991)
 KU4597
 KU4597'RECOVERED 1991
 KU4597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4584 ***********************************************************************
 KU4584  DESIGNATION -  03E 03N
 KU4584  PID         -  KU4584
 KU4584  STATE/COUNTY-  NY/NASSAU
 KU4584  USGS QUAD   -  LAWRENCE (1979)
 KU4584
 KU4584                         *CURRENT SURVEY CONTROL
 KU4584  ___________________________________________________________________
 KU4584* NAD 83(1996)-  40 35 49.19367(N)    073 43 31.60331(W)     ADJUSTED  
 KU4584* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 KU4584  ___________________________________________________________________
 KU4584  X           -   1,359,112.544 (meters)                     COMP
 KU4584  Y           -  -4,655,476.396 (meters)                     COMP
 KU4584  Z           -   4,128,524.020 (meters)                     COMP
 KU4584  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KU4584  ELLIP HEIGHT-         -31.38  (meters)          (12/03/02) GPS OBS
 KU4584  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU4584
 KU4584  HORZ ORDER  -  FIRST
 KU4584  ELLP ORDER  -  FOURTH    CLASS II
 KU4584
 KU4584.The horizontal coordinates were established by GPS observations
 KU4584.and adjusted by the National Geodetic Survey in January 1999..
 KU4584
 KU4584.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4584
 KU4584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4584
 KU4584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4584
 KU4584.The ellipsoidal height was determined by GPS observations
 KU4584.and is referenced to NAD 83.
 KU4584
 KU4584.The geoid height was determined by GEOID03.
 KU4584
 KU4584;                    North         East     Units Scale Factor Converg.
 KU4584;SPC NY L     -    47,822.744   323,239.897   MT  1.00000461   +0 10 46.5
 KU4584;SPC NY L     -   156,898.45  1,060,496.23   sFT  1.00000461   +0 10 46.5
 KU4584;UTM  18      - 4,494,802.237   607,843.606   MT  0.99974315   +0 49 46.1
 KU4584
 KU4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4584!SPC NY L     -   1.00000492  x   1.00000461  =   1.00000953
 KU4584!UTM  18      -   1.00000492  x   0.99974315  =   0.99974807
 KU4584
 KU4584|---------------------------------------------------------------------|
 KU4584| PID    Reference Object                     Distance      Geod. Az  |
 KU4584|                                                           dddmmss.s |
 KU4584| KU4598 03E 03N AZ                          222.890 METERS 03815     |
 KU4584|---------------------------------------------------------------------|
 KU4584
 KU4584                          SUPERSEDED SURVEY CONTROL
 KU4584
 KU4584  ELLIP H (09/01/99)  -31.38   (m)                       GP(       ) 4 1
 KU4584  NAD 83(1986)-  40 35 49.19745(N)    073 43 31.60191(W) AD(       ) 1
 KU4584  NGVD 29 (03/24/92)    1.0    (m)            3.     (f) GPS OBS        
 KU4584
 KU4584.Superseded values are not recommended for survey control.
 KU4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4584.See file dsdata.txt to determine how the superseded data were derived.
 KU4584
 KU4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0784494802(NAD 83)
 KU4584_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4584_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4584_STAMPING: 03E03N
 KU4584_MARK LOGO: NYDPW 
 KU4584_PROJECTION: RECESSED 8 CENTIMETERS
 KU4584_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4584+STABILITY: POSITION/ELEVATION WELL
 KU4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4584+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 KU4584_ROD/PIPE-DEPTH: 14.2 meters
 KU4584_SLEEVE-DEPTH  : 1.52 meters
 KU4584
 KU4584  HISTORY     - Date     Condition        Report By
 KU4584  HISTORY     - 1989     MONUMENTED       SBAS
 KU4584  HISTORY     - 19910326 GOOD
 KU4584
 KU4584                          STATION DESCRIPTION
 KU4584
 KU4584'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4584'THE POINT IS LOCATED IN LAWRENCE, TOWN OF HEMPSTEAD, 9 FEET (2.7 M)
 KU4584'EAST OF THE CENTERLINE OF CAUSEWAY ROAD AND 16 FEET (4.9 M) NORTH OF
 KU4584'THE CENTERLINE OF STABLE LANE,IN THE DIRT SHOULDER.
 KU4584'THE LOCATION TIES ARE 41.6 FEET (12.7 M) FROM THE GAS VALVE BOX, 32.6
 KU4584'FEET (9.9 M) FROM THE UTILITY POLE AND 27.3 FEET (8.3 M) FROM THE
 KU4584'HYDRANT.
 KU4584
 KU4584                          STATION RECOVERY (1991)
 KU4584
 KU4584'RECOVERED 1991
 KU4584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4598 ***********************************************************************
 KU4598  DESIGNATION -  03E 03N AZ
 KU4598  PID         -  KU4598
 KU4598  STATE/COUNTY-  NY/NASSAU
 KU4598  USGS QUAD   -  LAWRENCE (1979)
 KU4598
 KU4598                         *CURRENT SURVEY CONTROL
 KU4598  ___________________________________________________________________
 KU4598* NAD 83(1996)-  40 35 54.86764(N)    073 43 25.73346(W)     ADJUSTED  
 KU4598* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 KU4598  ___________________________________________________________________
 KU4598  X           -   1,359,213.184 (meters)                     COMP
 KU4598  Y           -  -4,655,328.651 (meters)                     COMP
 KU4598  Z           -   4,128,657.145 (meters)                     COMP
 KU4598  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KU4598  ELLIP HEIGHT-         -31.02  (meters)          (12/03/02) GPS OBS
 KU4598  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KU4598
 KU4598  HORZ ORDER  -  FIRST
 KU4598  ELLP ORDER  -  FOURTH    CLASS II
 KU4598
 KU4598.The horizontal coordinates were established by GPS observations
 KU4598.and adjusted by the National Geodetic Survey in January 1999..
 KU4598
 KU4598.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4598
 KU4598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4598
 KU4598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4598
 KU4598.The ellipsoidal height was determined by GPS observations
 KU4598.and is referenced to NAD 83.
 KU4598
 KU4598.The geoid height was determined by GEOID03.
 KU4598
 KU4598;                    North         East     Units Scale Factor Converg.
 KU4598;SPC NY L     -    47,998.198   323,377.361   MT  1.00000449   +0 10 50.3
 KU4598;SPC NY L     -   157,474.09  1,060,947.23   sFT  1.00000449   +0 10 50.3
 KU4598;UTM  18      - 4,494,979.193   607,979.036   MT  0.99974351   +0 49 50.0
 KU4598
 KU4598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4598!SPC NY L     -   1.00000487  x   1.00000449  =   1.00000936
 KU4598!UTM  18      -   1.00000487  x   0.99974351  =   0.99974837
 KU4598
 KU4598:                Primary Azimuth Mark                     Grid Az
 KU4598:SPC NY L     -  03E 02N AZ                               195 39 04.7
 KU4598:UTM  18      -  03E 02N AZ                               195 00 05.0
 KU4598
 KU4598|---------------------------------------------------------------------|
 KU4598| PID    Reference Object                     Distance      Geod. Az  |
 KU4598|                                                           dddmmss.s |
 KU4598| KU4597 03E 02N AZ                          APPROX. 1.3 KM 1954955.0 |
 KU4598| KU4584 03E 03N                             222.890 METERS 21816     |
 KU4598|---------------------------------------------------------------------|
 KU4598
 KU4598                          SUPERSEDED SURVEY CONTROL
 KU4598
 KU4598  ELLIP H (09/01/99)  -31.01   (m)                       GP(       ) 4 1
 KU4598  NAD 83(1986)-  40 35 54.87138(N)    073 43 25.73208(W) AD(       ) 1
 KU4598  NGVD 29 (03/24/92)    1.4    (m)            5.     (f) GPS OBS        
 KU4598
 KU4598.Superseded values are not recommended for survey control.
 KU4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4598.See file dsdata.txt to determine how the superseded data were derived.
 KU4598
 KU4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0797994979(NAD 83)
 KU4598_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4598_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4598_STAMPING: 03E03NAZ
 KU4598_MARK LOGO: NYDPW 
 KU4598_PROJECTION: RECESSED 8 CENTIMETERS
 KU4598_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4598+STABILITY: POSITION/ELEVATION WELL
 KU4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4598+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1991
 KU4598_ROD/PIPE-DEPTH: 13.0 meters
 KU4598_SLEEVE-DEPTH  : 1.52 meters
 KU4598
 KU4598  HISTORY     - Date     Condition        Report By
 KU4598  HISTORY     - 1989     MONUMENTED       SBAS
 KU4598  HISTORY     - 19910529 GOOD
 KU4598
 KU4598                          STATION DESCRIPTION
 KU4598
 KU4598'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4598'THE POINT IS LOCATED IN LAWRENCE, TOWN OF HEMPSTEAD, 1 FOOT (0.3 M)
 KU4598'WEST OF THE CENTERLINE OF CAUSEWAY ROAD AND 311 FEET (94.8 M) NORTH OF
 KU4598'THE CENTERLINE OF SAGE AVENUE,IN THE PAVED ROADWAY.
 KU4598'THE LOCATION TIES ARE 33.4 FEET (10.2 M) FROM THE UTILITY POLE, 11.3
 KU4598'FEET (3.4 M) FROM THE CHAIN LINK FENCE AND 47.8 FEET (14.6 M) FROM
 KU4598'THE NORTH WEST CORNER OF THE CATCH BASIN.
 KU4598
 KU4598                          STATION RECOVERY (1991)
 KU4598
 KU4598'RECOVERED 1991
 KU4598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4585 ***********************************************************************
 KU4585  DESIGNATION -  03E 04N
 KU4585  PID         -  KU4585
 KU4585  STATE/COUNTY-  NY/NASSAU
 KU4585  USGS QUAD   -  LAWRENCE (1979)
 KU4585
 KU4585                         *CURRENT SURVEY CONTROL
 KU4585  ___________________________________________________________________
 KU4585* NAD 83(1996)-  40 36 33.51288(N)    073 43 28.25001(W)     ADJUSTED  
 KU4585* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 KU4585  ___________________________________________________________________
 KU4585  X           -   1,358,939.037 (meters)                     COMP
 KU4585  Y           -  -4,654,600.775 (meters)                     COMP
 KU4585  Z           -   4,129,562.424 (meters)                     COMP
 KU4585  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KU4585  ELLIP HEIGHT-         -30.65  (meters)          (12/03/02) GPS OBS
 KU4585  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KU4585
 KU4585  HORZ ORDER  -  FIRST
 KU4585  ELLP ORDER  -  FOURTH    CLASS II
 KU4585
 KU4585.The horizontal coordinates were established by GPS observations
 KU4585.and adjusted by the National Geodetic Survey in January 1999..
 KU4585
 KU4585.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4585
 KU4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4585
 KU4585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4585
 KU4585.The ellipsoidal height was determined by GPS observations
 KU4585.and is referenced to NAD 83.
 KU4585
 KU4585.The geoid height was determined by GEOID03.
 KU4585
 KU4585;                    North         East     Units Scale Factor Converg.
 KU4585;SPC NY L     -    49,190.068   323,314.443   MT  1.00000369   +0 10 48.7
 KU4585;SPC NY L     -   161,384.41  1,060,740.80   sFT  1.00000369   +0 10 48.7
 KU4585;UTM  18      - 4,496,169.963   607,902.620   MT  0.99974331   +0 49 49.0
 KU4585
 KU4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4585!SPC NY L     -   1.00000481  x   1.00000369  =   1.00000850
 KU4585!UTM  18      -   1.00000481  x   0.99974331  =   0.99974812
 KU4585
 KU4585|---------------------------------------------------------------------|
 KU4585| PID    Reference Object                     Distance      Geod. Az  |
 KU4585|                                                           dddmmss.s |
 KU4585| KU4599 03E 04N AZ                          234.297 METERS 23807     |
 KU4585|---------------------------------------------------------------------|
 KU4585
 KU4585                          SUPERSEDED SURVEY CONTROL
 KU4585
 KU4585  ELLIP H (09/01/99)  -30.64   (m)                       GP(       ) 4 1
 KU4585  NAD 83(1986)-  40 36 33.51653(N)    073 43 28.24882(W) AD(       ) 1
 KU4585  NGVD 29 (03/24/92)    1.7    (m)            6.     (f) GPS OBS        
 KU4585
 KU4585.Superseded values are not recommended for survey control.
 KU4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4585.See file dsdata.txt to determine how the superseded data were derived.
 KU4585
 KU4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0790396170(NAD 83)
 KU4585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4585_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4585_STAMPING: 03E04N
 KU4585_MARK LOGO: NYDPW 
 KU4585_PROJECTION: RECESSED 8 CENTIMETERS
 KU4585_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4585+STABILITY: POSITION/ELEVATION WELL
 KU4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4585+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4585_ROD/PIPE-DEPTH: 20.6 meters
 KU4585_SLEEVE-DEPTH  : 1.52 meters
 KU4585
 KU4585  HISTORY     - Date     Condition        Report By
 KU4585  HISTORY     - 1989     MONUMENTED       SBAS
 KU4585  HISTORY     - 19910321 GOOD
 KU4585
 KU4585                          STATION DESCRIPTION
 KU4585
 KU4585'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4585'THE POINT IS LOCATED IN LAWRENCE, TOWN OF HEMPSTEAD, 19 FEET (5.8 M)
 KU4585'WEST OF THE CENTERLINE OF HARRISON STREET AND 21 FEET (6.4 M) NORTH OF
 KU4585'THE CENTERLINE OF NORTH STREET,IN THE CONCRETE SIDEWALK.
 KU4585'THE LOCATION TIES ARE 74.9 FEET (22.8 M) FROM THE NORTH WEST CORNER OF
 KU4585'THE PROPERTY LINE  MONUMENT OF HOUSE NUMBER 123 HARRISON STREET, 9.0
 KU4585'FEET (2.7 M) FROM THE SOUTH WEST CORNER OF THE CATCH BASIN ON THE
 KU4585'WEST SIDE OF HARRISON STREET AND 33.7 FEET (10.3 M) FROM THE NORTH
 KU4585'WEST CORNER OF THE CATCH BASIN ON THE EAST SIDE OF HARRISON STREET.
 KU4585
 KU4585                          STATION RECOVERY (1991)
 KU4585
 KU4585'RECOVERED 1991
 KU4585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4599 ***********************************************************************
 KU4599  DESIGNATION -  03E 04N AZ
 KU4599  PID         -  KU4599
 KU4599  STATE/COUNTY-  NY/NASSAU
 KU4599  USGS QUAD   -  LAWRENCE (1979)
 KU4599
 KU4599                         *CURRENT SURVEY CONTROL
 KU4599  ___________________________________________________________________
 KU4599* NAD 83(1996)-  40 36 29.50128(N)    073 43 36.71309(W)     ADJUSTED  
 KU4599* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU4599  ___________________________________________________________________
 KU4599  X           -   1,358,770.669 (meters)                     COMP
 KU4599  Y           -  -4,654,733.990 (meters)                     COMP
 KU4599  Z           -   4,129,468.613 (meters)                     COMP
 KU4599  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 KU4599  ELLIP HEIGHT-         -30.45  (meters)          (12/03/02) GPS OBS
 KU4599  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KU4599
 KU4599  HORZ ORDER  -  FIRST
 KU4599  ELLP ORDER  -  FOURTH    CLASS II
 KU4599
 KU4599.The horizontal coordinates were established by GPS observations
 KU4599.and adjusted by the National Geodetic Survey in January 1999..
 KU4599
 KU4599.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4599
 KU4599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4599
 KU4599.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4599
 KU4599.The ellipsoidal height was determined by GPS observations
 KU4599.and is referenced to NAD 83.
 KU4599
 KU4599.The geoid height was determined by GEOID03.
 KU4599
 KU4599;                    North         East     Units Scale Factor Converg.
 KU4599;SPC NY L     -    49,065.703   323,115.876   MT  1.00000377   +0 10 43.2
 KU4599;SPC NY L     -   160,976.39  1,060,089.34   sFT  1.00000377   +0 10 43.2
 KU4599;UTM  18      - 4,496,043.385   607,705.529   MT  0.99974279   +0 49 43.5
 KU4599
 KU4599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4599!SPC NY L     -   1.00000478  x   1.00000377  =   1.00000855
 KU4599!UTM  18      -   1.00000478  x   0.99974279  =   0.99974757
 KU4599
 KU4599|---------------------------------------------------------------------|
 KU4599| PID    Reference Object                     Distance      Geod. Az  |
 KU4599|                                                           dddmmss.s |
 KU4599| KU4585 03E 04N                             234.297 METERS 05807     |
 KU4599|---------------------------------------------------------------------|
 KU4599
 KU4599                          SUPERSEDED SURVEY CONTROL
 KU4599
 KU4599  ELLIP H (09/01/99)  -30.45   (m)                       GP(       ) 4 1
 KU4599  NAD 83(1986)-  40 36 29.50499(N)    073 43 36.71193(W) AD(       ) 1
 KU4599  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU4599
 KU4599.Superseded values are not recommended for survey control.
 KU4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4599.See file dsdata.txt to determine how the superseded data were derived.
 KU4599
 KU4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0770696043(NAD 83)
 KU4599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4599_STAMPING: 03E04NAZ
 KU4599_MARK LOGO: NYDPW 
 KU4599_PROJECTION: RECESSED 8 CENTIMETERS
 KU4599_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4599+STABILITY: POSITION/ELEVATION WELL
 KU4599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4599+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4599_ROD/PIPE-DEPTH: 20.6 meters
 KU4599_SLEEVE-DEPTH  : 1.52 meters
 KU4599
 KU4599  HISTORY     - Date     Condition        Report By
 KU4599  HISTORY     - 1989     MONUMENTED       SBAS
 KU4599  HISTORY     - 19910321 GOOD
 KU4599
 KU4599                          STATION DESCRIPTION
 KU4599
 KU4599'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4599'THE POINT IS LOCATED IN LAWERENCE, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4599'WEST OF THE CENTERLINE OF CAUSEWAY ROAD WEST AND 6 FEET (1.8 M) NORTH
 KU4599'OF THE CENTERLINE OF NORTH STREET,IN THE PAVED AREA ADJACENT TO THE
 KU4599'ROAD.
 KU4599'THE LOCATION TIES ARE 24.9 FEET (7.6 M) FROM THE CENTER OF THE
 KU4599'MANHOLE, 7.8 FEET (2.4 M) FROM THE SPLIT RAIL FENCE AND 27.0 FEET
 KU4599'(8.2 M) FROM THE CENTER OF THE HYDRANT.
 KU4599
 KU4599                          STATION RECOVERY (1991)
 KU4599
 KU4599'RECOVERED 1991
 KU4599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4586 ***********************************************************************
 KU4586  DESIGNATION -  03E 05N
 KU4586  PID         -  KU4586
 KU4586  STATE/COUNTY-  NY/NASSAU
 KU4586  USGS QUAD   -  LYNBROOK (1969)
 KU4586
 KU4586                         *CURRENT SURVEY CONTROL
 KU4586  ___________________________________________________________________
 KU4586* NAD 83(1996)-  40 37 40.54128(N)    073 43 39.88509(W)     ADJUSTED  
 KU4586* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 KU4586  ___________________________________________________________________
 KU4586  X           -   1,358,299.833 (meters)                     COMP
 KU4586  Y           -  -4,653,387.085 (meters)                     COMP
 KU4586  Z           -   4,131,133.412 (meters)                     COMP
 KU4586  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 KU4586  ELLIP HEIGHT-         -28.22  (meters)          (12/03/02) GPS OBS
 KU4586  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KU4586
 KU4586  HORZ ORDER  -  FIRST
 KU4586  ELLP ORDER  -  FOURTH    CLASS II
 KU4586
 KU4586.The horizontal coordinates were established by GPS observations
 KU4586.and adjusted by the National Geodetic Survey in January 1999..
 KU4586
 KU4586.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4586
 KU4586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4586
 KU4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4586
 KU4586.The ellipsoidal height was determined by GPS observations
 KU4586.and is referenced to NAD 83.
 KU4586
 KU4586.The geoid height was determined by GEOID03.
 KU4586
 KU4586;                    North         East     Units Scale Factor Converg.
 KU4586;SPC NY L     -    51,256.785   323,034.496   MT  1.00000238   +0 10 41.1
 KU4586;SPC NY L     -   168,164.97  1,059,822.34   sFT  1.00000238   +0 10 41.1
 KU4586;UTM  18      - 4,498,232.833   607,599.315   MT  0.99974251   +0 49 42.6
 KU4586
 KU4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4586!SPC NY L     -   1.00000443  x   1.00000238  =   1.00000681
 KU4586!UTM  18      -   1.00000443  x   0.99974251  =   0.99974694
 KU4586
 KU4586|---------------------------------------------------------------------|
 KU4586| PID    Reference Object                     Distance      Geod. Az  |
 KU4586|                                                           dddmmss.s |
 KU4586| KU4600 03E 05N AZ                          299.844 METERS 33657     |
 KU4586|---------------------------------------------------------------------|
 KU4586
 KU4586                          SUPERSEDED SURVEY CONTROL
 KU4586
 KU4586  ELLIP H (09/01/99)  -28.22   (m)                       GP(       ) 4 1
 KU4586  NAD 83(1996)-  40 37 40.54493(N)    073 43 39.88387(W) AD(       ) 1
 KU4586  NAD 83(1992)-  40 37 40.54492(N)    073 43 39.88386(W) AD(       ) 1
 KU4586  NAD 83(1986)-  40 37 40.54503(N)    073 43 39.88404(W) AD(       ) 1
 KU4586  NGVD 29 (03/24/92)    4.1    (m)           13.     (f) GPS OBS        
 KU4586
 KU4586.Superseded values are not recommended for survey control.
 KU4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4586.See file dsdata.txt to determine how the superseded data were derived.
 KU4586
 KU4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0759998233(NAD 83)
 KU4586_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4586_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4586_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4586_STAMPING: 03E05N
 KU4586_MARK LOGO: NYDPW 
 KU4586_PROJECTION: RECESSED 8 CENTIMETERS
 KU4586_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4586+STABILITY: POSITION/ELEVATION WELL
 KU4586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4586+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4586_ROD/PIPE-DEPTH: 20.6 meters
 KU4586_SLEEVE-DEPTH  : 1.52 meters
 KU4586
 KU4586  HISTORY     - Date     Condition        Report By
 KU4586  HISTORY     - 1990     MONUMENTED       SBAS
 KU4586  HISTORY     - 19910321 GOOD
 KU4586
 KU4586                          STATION DESCRIPTION
 KU4586
 KU4586'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4586'THE POINT IS LOCATED IN CEDARHURST, TOWN OF HEMPSTEAD, 163 FEET
 KU4586'(49.7 M) SOUTH OF THE CENTERLINE OF MONROE STREET AND 20 FEET
 KU4586'(6.1 M) WEST OF THE CENTERLINE OF OCEAN POINT ROAD,IN THE CONCRETE
 KU4586'SIDEWALK.
 KU4586'THE LOCATION TIES ARE 29.3 FEET (8.9 M) FROM THE NORTH EAST CORNER OF
 KU4586'HOUSE NUMBER 433, 37.8 FEET (11.5 M) FROM THE CENTER OF THE NORTHERLY
 KU4586'UTILITY POLE NUMBER 3 AND 62.9 FEET (19.2 M) FROM THE CENTER OF THE
 KU4586'SOUTHERLY UTILITY POLE.
 KU4586
 KU4586                          STATION RECOVERY (1991)
 KU4586
 KU4586'RECOVERED 1991
 KU4586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4600 ***********************************************************************
 KU4600  DESIGNATION -  03E 05N AZ
 KU4600  PID         -  KU4600
 KU4600  STATE/COUNTY-  NY/NASSAU
 KU4600  USGS QUAD   -  LYNBROOK (1969)
 KU4600
 KU4600                         *CURRENT SURVEY CONTROL
 KU4600  ___________________________________________________________________
 KU4600* NAD 83(1996)-  40 37 49.48626(N)    073 43 44.87906(W)     ADJUSTED  
 KU4600* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 KU4600  ___________________________________________________________________
 KU4600  X           -   1,358,136.363 (meters)                     COMP
 KU4600  Y           -  -4,653,245.903 (meters)                     COMP
 KU4600  Z           -   4,131,341.392 (meters)                     COMP
 KU4600  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KU4600  ELLIP HEIGHT-         -30.41  (meters)          (12/03/02) GPS OBS
 KU4600  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KU4600
 KU4600  HORZ ORDER  -  FIRST
 KU4600  ELLP ORDER  -  FOURTH    CLASS II
 KU4600
 KU4600.The horizontal coordinates were established by GPS observations
 KU4600.and adjusted by the National Geodetic Survey in January 1999..
 KU4600
 KU4600.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4600
 KU4600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4600
 KU4600.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4600
 KU4600.The ellipsoidal height was determined by GPS observations
 KU4600.and is referenced to NAD 83.
 KU4600
 KU4600.The geoid height was determined by GEOID03.
 KU4600
 KU4600;                    North         East     Units Scale Factor Converg.
 KU4600;SPC NY L     -    51,532.340   322,916.276   MT  1.00000221   +0 10 37.8
 KU4600;SPC NY L     -   169,069.02  1,059,434.48   sFT  1.00000221   +0 10 37.8
 KU4600;UTM  18      - 4,498,506.957   607,478.006   MT  0.99974218   +0 49 39.5
 KU4600
 KU4600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4600!SPC NY L     -   1.00000477  x   1.00000221  =   1.00000698
 KU4600!UTM  18      -   1.00000477  x   0.99974218  =   0.99974695
 KU4600
 KU4600|---------------------------------------------------------------------|
 KU4600| PID    Reference Object                     Distance      Geod. Az  |
 KU4600|                                                           dddmmss.s |
 KU4600| KU4586 03E 05N                             299.844 METERS 15657     |
 KU4600|---------------------------------------------------------------------|
 KU4600
 KU4600                          SUPERSEDED SURVEY CONTROL
 KU4600
 KU4600  ELLIP H (09/01/99)  -30.41   (m)                       GP(       ) 4 1
 KU4600  NAD 83(1996)-  40 37 49.48988(N)    073 43 44.87785(W) AD(       ) 1
 KU4600  NAD 83(1992)-  40 37 49.48986(N)    073 43 44.87783(W) AD(       ) 1
 KU4600  NAD 83(1986)-  40 37 49.48993(N)    073 43 44.87799(W) AD(       ) 1
 KU4600  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU4600
 KU4600.Superseded values are not recommended for survey control.
 KU4600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4600.See file dsdata.txt to determine how the superseded data were derived.
 KU4600
 KU4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0747898507(NAD 83)
 KU4600_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4600_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4600_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4600_STAMPING: 03E05NAZ
 KU4600_MARK LOGO: NYDPW 
 KU4600_PROJECTION: RECESSED 8 CENTIMETERS
 KU4600_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4600+STABILITY: POSITION/ELEVATION WELL
 KU4600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4600+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4600_ROD/PIPE-DEPTH: 20.6 meters
 KU4600_SLEEVE-DEPTH  : 1.52 meters
 KU4600
 KU4600  HISTORY     - Date     Condition        Report By
 KU4600  HISTORY     - 1990     MONUMENTED       SBAS
 KU4600  HISTORY     - 19910321 GOOD
 KU4600
 KU4600                          STATION DESCRIPTION
 KU4600
 KU4600'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4600'THE POINT IS LOCATED IN CEDARHURST, TOWN OF HEMPSTEAD, 204 FEET
 KU4600'(62.2 M) SOUTH OF THE CENTERLINE OF PENINSULA BOULEVARD AND 18 FEET
 KU4600'(5.5 M) WEST OF THE CENTERLINE OF OCEAN POINT ROAD,IN THE CONCRETE
 KU4600'SIDEWALK.
 KU4600'THE LOCATION TIES ARE 66.2 FEET (20.2 M) FROM THE CENTER OF UTILITY
 KU4600'POLE NUMBER 582, 27.2 FEET (8.3 M) FROM THE CENTER OF THE NEW YORK
 KU4600'TELEPHONE UTILITY POLE NUMBER 14 AND 28.8 FEET (8.8 M) FROM THE SOUTH
 KU4600'WEST CORNER OF THE CHAIN LINK FENCE AT HOUSE NUMBER 547.
 KU4600
 KU4600                          STATION RECOVERY (1991)
 KU4600
 KU4600'RECOVERED 1991
 KU4600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4587 ***********************************************************************
 KU4587  DESIGNATION -  03E 06N
 KU4587  PID         -  KU4587
 KU4587  STATE/COUNTY-  NY/NASSAU
 KU4587  USGS QUAD   -  LYNBROOK (1969)
 KU4587
 KU4587                         *CURRENT SURVEY CONTROL
 KU4587  ___________________________________________________________________
 KU4587* NAD 83(1996)-  40 38 31.86978(N)    073 43 41.86133(W)     ADJUSTED  
 KU4587* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4587  ___________________________________________________________________
 KU4587  X           -   1,357,965.949 (meters)                     COMP
 KU4587  Y           -  -4,652,408.954 (meters)                     COMP
 KU4587  Z           -   4,132,333.723 (meters)                     COMP
 KU4587  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KU4587  ELLIP HEIGHT-         -30.07  (meters)          (12/03/02) GPS OBS
 KU4587  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU4587
 KU4587  HORZ ORDER  -  FIRST
 KU4587  ELLP ORDER  -  FOURTH    CLASS II
 KU4587
 KU4587.The horizontal coordinates were established by GPS observations
 KU4587.and adjusted by the National Geodetic Survey in January 1999..
 KU4587
 KU4587.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4587
 KU4587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4587
 KU4587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4587
 KU4587.The ellipsoidal height was determined by GPS observations
 KU4587.and is referenced to NAD 83.
 KU4587
 KU4587.The geoid height was determined by GEOID03.
 KU4587
 KU4587;                    North         East     Units Scale Factor Converg.
 KU4587;SPC NY L     -    52,839.933   322,983.140   MT  1.00000145   +0 10 39.8
 KU4587;SPC NY L     -   173,359.01  1,059,653.85   sFT  1.00000145   +0 10 39.8
 KU4587;UTM  18      - 4,499,814.885   607,530.005   MT  0.99974232   +0 49 42.2
 KU4587
 KU4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4587!SPC NY L     -   1.00000472  x   1.00000145  =   1.00000617
 KU4587!UTM  18      -   1.00000472  x   0.99974232  =   0.99974704
 KU4587
 KU4587:                Primary Azimuth Mark                     Grid Az
 KU4587:SPC NY L     -  03E 06N AZ                               247 00 18.9
 KU4587:UTM  18      -  03E 06N AZ                               246 21 16.5
 KU4587
 KU4587|---------------------------------------------------------------------|
 KU4587| PID    Reference Object                     Distance      Geod. Az  |
 KU4587|                                                           dddmmss.s |
 KU4587| KU4601 03E 06N AZ                          435.952 METERS 2471058.7 |
 KU4587|---------------------------------------------------------------------|
 KU4587
 KU4587                          SUPERSEDED SURVEY CONTROL
 KU4587
 KU4587  ELLIP H (09/01/99)  -30.07   (m)                       GP(       ) 4 1
 KU4587  NAD 83(1996)-  40 38 31.87332(N)    073 43 41.86017(W) AD(       ) 1
 KU4587  NAD 83(1992)-  40 38 31.87329(N)    073 43 41.86014(W) AD(       ) 1
 KU4587  NAD 83(1986)-  40 38 31.87331(N)    073 43 41.86045(W) AD(       ) 1
 KU4587  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4587
 KU4587.Superseded values are not recommended for survey control.
 KU4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4587.See file dsdata.txt to determine how the superseded data were derived.
 KU4587
 KU4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0753099815(NAD 83)
 KU4587_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4587_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4587_STAMPING: 03E06N
 KU4587_MARK LOGO: NYDPW 
 KU4587_PROJECTION: RECESSED 8 CENTIMETERS
 KU4587_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4587+STABILITY: POSITION/ELEVATION WELL
 KU4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4587+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1991
 KU4587_ROD/PIPE-DEPTH: 20.6 meters
 KU4587_SLEEVE-DEPTH  : 1.52 meters
 KU4587
 KU4587  HISTORY     - Date     Condition        Report By
 KU4587  HISTORY     - 1990     MONUMENTED       SBAS
 KU4587  HISTORY     - 19910502 GOOD
 KU4587
 KU4587                          STATION DESCRIPTION
 KU4587
 KU4587'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4587'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4587'NORTH OF THE CENTERLINE OF UNIVERSITY STREET AND 21 FEET (6.4 M) EAST
 KU4587'OF THE CENTERLINE OF GOLF DRIVE,IN THE CONCRETE SIDEWALK.
 KU4587'THE LOCATION TIES ARE 32.7 FEET (10.0 M) FROM THE CENTER OF THE SEWER
 KU4587'MANHOLE, 20.4 FEET (6.2 M) FROM THE CENTER OF THE TEN INCH MAPLE TREE
 KU4587'AND 3.2 FEET (1.0 M) FROM THE SOUTH WEST CORNER OF THE DRIVEWAY OF
 KU4587'HOUSE NUMBER 716.
 KU4587
 KU4587                          STATION RECOVERY (1991)
 KU4587
 KU4587'RECOVERED 1991
 KU4587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4601 ***********************************************************************
 KU4601  DESIGNATION -  03E 06N AZ
 KU4601  PID         -  KU4601
 KU4601  STATE/COUNTY-  NY/NASSAU
 KU4601  USGS QUAD   -  LYNBROOK (1969)
 KU4601
 KU4601                         *CURRENT SURVEY CONTROL
 KU4601  ___________________________________________________________________
 KU4601* NAD 83(1996)-  40 38 26.38880(N)    073 43 58.96273(W)     ADJUSTED  
 KU4601* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4601  ___________________________________________________________________
 KU4601  X           -   1,357,611.063 (meters)                     COMP
 KU4601  Y           -  -4,652,627.250 (meters)                     COMP
 KU4601  Z           -   4,132,205.448 (meters)                     COMP
 KU4601  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 KU4601  ELLIP HEIGHT-         -30.05  (meters)          (12/03/02) GPS OBS
 KU4601  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU4601
 KU4601  HORZ ORDER  -  FIRST
 KU4601  ELLP ORDER  -  FOURTH    CLASS II
 KU4601
 KU4601.The horizontal coordinates were established by GPS observations
 KU4601.and adjusted by the National Geodetic Survey in January 1999..
 KU4601
 KU4601.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4601
 KU4601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4601
 KU4601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4601
 KU4601.The ellipsoidal height was determined by GPS observations
 KU4601.and is referenced to NAD 83.
 KU4601
 KU4601.The geoid height was determined by GEOID03.
 KU4601
 KU4601;                    North         East     Units Scale Factor Converg.
 KU4601;SPC NY L     -    52,669.630   322,581.828   MT  1.00000155   +0 10 28.6
 KU4601;SPC NY L     -   172,800.28  1,058,337.21   sFT  1.00000155   +0 10 28.6
 KU4601;UTM  18      - 4,499,640.081   607,130.757   MT  0.99974127   +0 49 30.9
 KU4601
 KU4601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4601!SPC NY L     -   1.00000471  x   1.00000155  =   1.00000626
 KU4601!UTM  18      -   1.00000471  x   0.99974127  =   0.99974598
 KU4601
 KU4601:                Primary Azimuth Mark                     Grid Az
 KU4601:SPC NY L     -  03E 06N                                  067 00 18.9
 KU4601:UTM  18      -  03E 06N                                  066 21 16.6
 KU4601
 KU4601|---------------------------------------------------------------------|
 KU4601| PID    Reference Object                     Distance      Geod. Az  |
 KU4601|                                                           dddmmss.s |
 KU4601| KU4587 03E 06N                             435.952 METERS 0671047.5 |
 KU4601|---------------------------------------------------------------------|
 KU4601
 KU4601                          SUPERSEDED SURVEY CONTROL
 KU4601
 KU4601  ELLIP H (09/01/99)  -30.05   (m)                       GP(       ) 4 1
 KU4601  NAD 83(1996)-  40 38 26.39235(N)    073 43 58.96154(W) AD(       ) 1
 KU4601  NAD 83(1992)-  40 38 26.39232(N)    073 43 58.96150(W) AD(       ) 1
 KU4601  NAD 83(1986)-  40 38 26.39235(N)    073 43 58.96195(W) AD(       ) 1
 KU4601  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4601
 KU4601.Superseded values are not recommended for survey control.
 KU4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4601.See file dsdata.txt to determine how the superseded data were derived.
 KU4601
 KU4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0713199640(NAD 83)
 KU4601_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4601_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4601_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4601_STAMPING: 03E06NAZ
 KU4601_MARK LOGO: NYDPW 
 KU4601_PROJECTION: RECESSED 8 CENTIMETERS
 KU4601_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4601+STABILITY: POSITION/ELEVATION WELL
 KU4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4601+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KU4601_ROD/PIPE-DEPTH: 20.6 meters
 KU4601_SLEEVE-DEPTH  : 1.52 meters
 KU4601
 KU4601  HISTORY     - Date     Condition        Report By
 KU4601  HISTORY     - 1990     MONUMENTED       SBAS
 KU4601  HISTORY     - 19910502 GOOD
 KU4601  HISTORY     - 20050915 GOOD             AASCO
 KU4601
 KU4601                          STATION DESCRIPTION
 KU4601
 KU4601'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4601'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 11 FEET (3.4 M)
 KU4601'NORTH OF THE CENTERLINE OF THE EXTENDED UNIVERSITY DRIVE AND 40 FEET
 KU4601'(12.2 M) WEST OF THE CENTERLINE OF BRANCH BOULEVARD,IN THE CONCRETE
 KU4601'SIDEWALK.
 KU4601'THE LOCATION TIES ARE 12.1 FEET (3.7 M) FROM THE CHAIN LINK FENCE,
 KU4601'95.4 FEET (29.1 M) FROM THE CENTER OF THE HYDRANT AND 83.0 FEET
 KU4601'(25.3 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN ON THE WEST
 KU4601'SIDE OF BRANCH BOULEVARD.
 KU4601
 KU4601                          STATION RECOVERY (1991)
 KU4601
 KU4601'RECOVERED 1991
 KU4601'RECOVERED IN GOOD CONDITION.
 KU4601
 KU4601                          STATION RECOVERY (2005)
 KU4601
 KU4601'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2005 (JAL)
 KU4601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4588 ***********************************************************************
 KU4588  DESIGNATION -  03E 07N
 KU4588  PID         -  KU4588
 KU4588  STATE/COUNTY-  NY/NASSAU
 KU4588  USGS QUAD   -  LYNBROOK (1969)
 KU4588
 KU4588                         *CURRENT SURVEY CONTROL
 KU4588  ___________________________________________________________________
 KU4588* NAD 83(1996)-  40 39 23.92135(N)    073 43 24.63591(W)     ADJUSTED  
 KU4588* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU4588  ___________________________________________________________________
 KU4588  X           -   1,358,061.294 (meters)                     COMP
 KU4588  Y           -  -4,651,291.411 (meters)                     COMP
 KU4588  Z           -   4,133,551.808 (meters)                     COMP
 KU4588  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 KU4588  ELLIP HEIGHT-         -30.22  (meters)          (12/03/02) GPS OBS
 KU4588  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU4588
 KU4588  HORZ ORDER  -  FIRST
 KU4588  ELLP ORDER  -  FOURTH    CLASS II
 KU4588
 KU4588.The horizontal coordinates were established by GPS observations
 KU4588.and adjusted by the National Geodetic Survey in January 1999..
 KU4588
 KU4588.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4588
 KU4588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4588
 KU4588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4588
 KU4588.The ellipsoidal height was determined by GPS observations
 KU4588.and is referenced to NAD 83.
 KU4588
 KU4588.The geoid height was determined by GEOID03.
 KU4588
 KU4588;                    North         East     Units Scale Factor Converg.
 KU4588;SPC NY L     -    54,446.798   323,382.813   MT  1.00000057   +0 10 51.0
 KU4588;SPC NY L     -   178,630.87  1,060,965.11   sFT  1.00000057   +0 10 51.0
 KU4588;UTM  18      - 4,501,425.770   607,911.303   MT  0.99974333   +0 49 54.3
 KU4588
 KU4588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4588!SPC NY L     -   1.00000474  x   1.00000057  =   1.00000531
 KU4588!UTM  18      -   1.00000474  x   0.99974333  =   0.99974807
 KU4588
 KU4588|---------------------------------------------------------------------|
 KU4588| PID    Reference Object                     Distance      Geod. Az  |
 KU4588|                                                           dddmmss.s |
 KU4588| KU4602 03E 07N AZ                          195.737 METERS 11027     |
 KU4588|---------------------------------------------------------------------|
 KU4588
 KU4588                          SUPERSEDED SURVEY CONTROL
 KU4588
 KU4588  ELLIP H (09/01/99)  -30.22   (m)                       GP(       ) 4 1
 KU4588  NAD 83(1996)-  40 39 23.92490(N)    073 43 24.63472(W) AD(       ) 1
 KU4588  NAD 83(1992)-  40 39 23.92487(N)    073 43 24.63468(W) AD(       ) 1
 KU4588  NAD 83(1986)-  40 39 23.92497(N)    073 43 24.63512(W) AD(       ) 1
 KU4588  NGVD 29 (03/24/92)    2.0    (m)            7.     (f) GPS OBS        
 KU4588
 KU4588.Superseded values are not recommended for survey control.
 KU4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4588.See file dsdata.txt to determine how the superseded data were derived.
 KU4588
 KU4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0791101426(NAD 83)
 KU4588_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4588_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4588_STAMPING: 03E07N
 KU4588_MARK LOGO: NYDPW 
 KU4588_PROJECTION: RECESSED 8 CENTIMETERS
 KU4588_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4588+STABILITY: POSITION/ELEVATION WELL
 KU4588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4588+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU4588_ROD/PIPE-DEPTH: 20.6 meters
 KU4588_SLEEVE-DEPTH  : 1.52 meters
 KU4588
 KU4588  HISTORY     - Date     Condition        Report By
 KU4588  HISTORY     - 1990     MONUMENTED       SBAS
 KU4588  HISTORY     - 19910503 GOOD
 KU4588
 KU4588                          STATION DESCRIPTION
 KU4588
 KU4588'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4588'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 19 FEET (5.8 M)
 KU4588'SOUTH OF THE CENTERLINE OF SUNNYFIELD LANE AND 44 FEET (13.4 M) EAST
 KU4588'OF THE CENTERLINE OF HEATHERFIELD ROAD,IN THE CONCRETE SIDEWALK.
 KU4588'THE LOCATION TIES ARE 15.4 FROM THE CENTER OF THE MANHOLE, 32.0 FEET
 KU4588'(9.8 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER 41 AND 37.2 FEET
 KU4588'(11.3 M) FROM THE CENTER OF THE LIGHT POLE.
 KU4588
 KU4588                          STATION RECOVERY (1991)
 KU4588
 KU4588'RECOVERED 1991
 KU4588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4602 ***********************************************************************
 KU4602  DESIGNATION -  03E 07N AZ
 KU4602  PID         -  KU4602
 KU4602  STATE/COUNTY-  NY/NASSAU
 KU4602  USGS QUAD   -  LYNBROOK (1969)
 KU4602
 KU4602                         *CURRENT SURVEY CONTROL
 KU4602  ___________________________________________________________________
 KU4602* NAD 83(1996)-  40 39 21.70443(N)    073 43 16.82882(W)     ADJUSTED  
 KU4602* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 KU4602  ___________________________________________________________________
 KU4602  X           -   1,358,250.024 (meters)                     COMP
 KU4602  Y           -  -4,651,283.428 (meters)                     COMP
 KU4602  Z           -   4,133,500.516 (meters)                     COMP
 KU4602  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 KU4602  ELLIP HEIGHT-         -29.32  (meters)          (12/03/02) GPS OBS
 KU4602  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU4602
 KU4602  HORZ ORDER  -  FIRST
 KU4602  ELLP ORDER  -  FOURTH    CLASS II
 KU4602
 KU4602.The horizontal coordinates were established by GPS observations
 KU4602.and adjusted by the National Geodetic Survey in January 1999..
 KU4602
 KU4602.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4602
 KU4602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4602
 KU4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4602
 KU4602.The ellipsoidal height was determined by GPS observations
 KU4602.and is referenced to NAD 83.
 KU4602
 KU4602.The geoid height was determined by GEOID03.
 KU4602
 KU4602;                    North         East     Units Scale Factor Converg.
 KU4602;SPC NY L     -    54,378.996   323,566.432   MT  1.00000061   +0 10 56.2
 KU4602;SPC NY L     -   178,408.42  1,061,567.54   sFT  1.00000061   +0 10 56.2
 KU4602;UTM  18      - 4,501,360.074   608,095.633   MT  0.99974382   +0 49 59.3
 KU4602
 KU4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4602!SPC NY L     -   1.00000460  x   1.00000061  =   1.00000521
 KU4602!UTM  18      -   1.00000460  x   0.99974382  =   0.99974842
 KU4602
 KU4602|---------------------------------------------------------------------|
 KU4602| PID    Reference Object                     Distance      Geod. Az  |
 KU4602|                                                           dddmmss.s |
 KU4602| KU4588 03E 07N                             195.737 METERS 29027     |
 KU4602|---------------------------------------------------------------------|
 KU4602
 KU4602                          SUPERSEDED SURVEY CONTROL
 KU4602
 KU4602  ELLIP H (09/01/99)  -29.32   (m)                       GP(       ) 4 1
 KU4602  NAD 83(1996)-  40 39 21.70787(N)    073 43 16.82766(W) AD(       ) 1
 KU4602  NAD 83(1992)-  40 39 21.70784(N)    073 43 16.82757(W) AD(       ) 1
 KU4602  NAD 83(1986)-  40 39 21.70787(N)    073 43 16.82822(W) AD(       ) 1
 KU4602  NGVD 29 (03/24/92)    2.9    (m)           10.     (f) GPS OBS        
 KU4602
 KU4602.Superseded values are not recommended for survey control.
 KU4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4602.See file dsdata.txt to determine how the superseded data were derived.
 KU4602
 KU4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0809601360(NAD 83)
 KU4602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4602_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4602_STAMPING: 03E07NAZ
 KU4602_MARK LOGO: NYDPW 
 KU4602_PROJECTION: RECESSED 8 CENTIMETERS
 KU4602_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4602+STABILITY: POSITION/ELEVATION WELL
 KU4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4602+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 KU4602_ROD/PIPE-DEPTH: 20.6 meters
 KU4602_SLEEVE-DEPTH  : 1.52 meters
 KU4602
 KU4602  HISTORY     - Date     Condition        Report By
 KU4602  HISTORY     - 1990     MONUMENTED       SBAS
 KU4602  HISTORY     - 19910430 GOOD
 KU4602
 KU4602                          STATION DESCRIPTION
 KU4602
 KU4602'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4602'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 31 FEET (9.4 M)
 KU4602'SOUTH OF THE CENTERLINE OF SUNNYFIELD AVENUE AND 21 FEET (6.4 M) WEST
 KU4602'OF THE CENTERLINE OF SOUTHGATE ROAD,IN THE CONCRETE SIDEWALK.
 KU4602'THE LOCATION TIES ARE 28.2 FEET (8.6 M) FROM THE NORTH EAST CORNER OF
 KU4602'HOUSE NUMBER 73, 37.0 FEET (11.3 M) FROM THE CENTER OF THE NORTHERLY
 KU4602'SEWER MANHOLE AND 29.3 FEET (8.9 M) FROM THE CENTER OF THE SOUTHERLY
 KU4602'SEWER MANHOLE.
 KU4602
 KU4602                          STATION RECOVERY (1991)
 KU4602
 KU4602'RECOVERED 1991
 KU4602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4589 ***********************************************************************
 KU4589  DESIGNATION -  03E 08N
 KU4589  PID         -  KU4589
 KU4589  STATE/COUNTY-  NY/NASSAU
 KU4589  USGS QUAD   -  LYNBROOK (1969)
 KU4589
 KU4589                         *CURRENT SURVEY CONTROL
 KU4589  ___________________________________________________________________
 KU4589* NAD 83(1996)-  40 40 14.41549(N)    073 43 37.12180(W)     ADJUSTED  
 KU4589* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 KU4589  ___________________________________________________________________
 KU4589  X           -   1,357,496.184 (meters)                     COMP
 KU4589  Y           -  -4,650,402.250 (meters)                     COMP
 KU4589  Z           -   4,134,735.899 (meters)                     COMP
 KU4589  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 KU4589  ELLIP HEIGHT-         -26.22  (meters)          (12/03/02) GPS OBS
 KU4589  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU4589
 KU4589  HORZ ORDER  -  FIRST
 KU4589  ELLP ORDER  -  FOURTH    CLASS II
 KU4589
 KU4589.The horizontal coordinates were established by GPS observations
 KU4589.and adjusted by the National Geodetic Survey in January 1999..
 KU4589
 KU4589.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4589
 KU4589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4589
 KU4589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4589
 KU4589.The ellipsoidal height was determined by GPS observations
 KU4589.and is referenced to NAD 83.
 KU4589
 KU4589.The geoid height was determined by GEOID03.
 KU4589
 KU4589;                    North         East     Units Scale Factor Converg.
 KU4589;SPC NY L     -    56,003.439   323,084.644   MT  0.99999978   +0 10 42.9
 KU4589;SPC NY L     -   183,737.95  1,059,986.87   sFT  0.99999978   +0 10 42.9
 KU4589;UTM  18      - 4,502,978.522   607,595.548   MT  0.99974249   +0 49 47.0
 KU4589
 KU4589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4589!SPC NY L     -   1.00000411  x   0.99999978  =   1.00000389
 KU4589!UTM  18      -   1.00000411  x   0.99974249  =   0.99974660
 KU4589
 KU4589|---------------------------------------------------------------------|
 KU4589| PID    Reference Object                     Distance      Geod. Az  |
 KU4589|                                                           dddmmss.s |
 KU4589| KU4603 03E 08N AZ                          182.769 METERS 10504     |
 KU4589|---------------------------------------------------------------------|
 KU4589
 KU4589                          SUPERSEDED SURVEY CONTROL
 KU4589
 KU4589  ELLIP H (09/01/99)  -26.22   (m)                       GP(       ) 4 1
 KU4589  NAD 83(1996)-  40 40 14.41884(N)    073 43 37.12061(W) AD(       ) 1
 KU4589  NAD 83(1992)-  40 40 14.41877(N)    073 43 37.12052(W) AD(       ) 1
 KU4589  NAD 83(1986)-  40 40 14.41886(N)    073 43 37.12123(W) AD(       ) 1
 KU4589  NGVD 29 (03/24/92)    5.9    (m)           19.     (f) GPS OBS        
 KU4589
 KU4589.Superseded values are not recommended for survey control.
 KU4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4589.See file dsdata.txt to determine how the superseded data were derived.
 KU4589
 KU4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0759602979(NAD 83)
 KU4589_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4589_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4589_STAMPING: 03E08N
 KU4589_MARK LOGO: NYDPW 
 KU4589_PROJECTION: RECESSED 8 CENTIMETERS
 KU4589_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4589+STABILITY: POSITION/ELEVATION WELL
 KU4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4589+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 KU4589_ROD/PIPE-DEPTH: 20.6 meters
 KU4589_SLEEVE-DEPTH  : 1.52 meters
 KU4589
 KU4589  HISTORY     - Date     Condition        Report By
 KU4589  HISTORY     - 1990     MONUMENTED       SBAS
 KU4589  HISTORY     - 19910318 GOOD
 KU4589
 KU4589                          STATION DESCRIPTION
 KU4589
 KU4589'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4589'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 21 FEET
 KU4589'(6.4 M) NORTH OF THE CENTERLINE OF BEECH STREET, AND 384 FEET
 KU4589'(117.0 M) WEST OF THE CENTERLINE OF BROADWAY,IN THE CONCRETE
 KU4589'SIDEWALK.
 KU4589'THE LOCATION TIES ARE 32.5 FEET (9.9 M) FROM THE SOUTH EAST CORNER OF
 KU4589'THE HOUSE NUMBER 199, 8.8 FEET (2.7 M) FROM THE SOUTH WEST CORNER OF
 KU4589'THE WALK AT THE RETAINING WALL OF HOUSE NUMBER 195 AND 59.2 FROM THE
 KU4589'CENTER OF THE SEWER MANHOLE.
 KU4589
 KU4589                          STATION RECOVERY (1991)
 KU4589
 KU4589'RECOVERED 1991
 KU4589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4603 ***********************************************************************
 KU4603  DESIGNATION -  03E 08N AZ
 KU4603  PID         -  KU4603
 KU4603  STATE/COUNTY-  NY/NASSAU
 KU4603  USGS QUAD   -  LYNBROOK (1969)
 KU4603
 KU4603                         *CURRENT SURVEY CONTROL
 KU4603  ___________________________________________________________________
 KU4603* NAD 83(1996)-  40 40 12.87550(N)    073 43 29.60749(W)     ADJUSTED  
 KU4603* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 KU4603  ___________________________________________________________________
 KU4603  X           -   1,357,674.567 (meters)                     COMP
 KU4603  Y           -  -4,650,383.508 (meters)                     COMP
 KU4603  Z           -   4,134,700.762 (meters)                     COMP
 KU4603  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 KU4603  ELLIP HEIGHT-         -24.85  (meters)          (12/03/02) GPS OBS
 KU4603  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU4603
 KU4603  HORZ ORDER  -  FIRST
 KU4603  ELLP ORDER  -  FOURTH    CLASS II
 KU4603
 KU4603.The horizontal coordinates were established by GPS observations
 KU4603.and adjusted by the National Geodetic Survey in January 1999..
 KU4603
 KU4603.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4603
 KU4603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4603
 KU4603.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4603
 KU4603.The ellipsoidal height was determined by GPS observations
 KU4603.and is referenced to NAD 83.
 KU4603
 KU4603.The geoid height was determined by GEOID03.
 KU4603
 KU4603;                    North         East     Units Scale Factor Converg.
 KU4603;SPC NY L     -    55,956.488   323,261.280   MT  0.99999980   +0 10 47.8
 KU4603;SPC NY L     -   183,583.91  1,060,566.38   sFT  0.99999980   +0 10 47.8
 KU4603;UTM  18      - 4,502,933.593   607,772.661   MT  0.99974296   +0 49 51.9
 KU4603
 KU4603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4603!SPC NY L     -   1.00000390  x   0.99999980  =   1.00000370
 KU4603!UTM  18      -   1.00000390  x   0.99974296  =   0.99974686
 KU4603
 KU4603|---------------------------------------------------------------------|
 KU4603| PID    Reference Object                     Distance      Geod. Az  |
 KU4603|                                                           dddmmss.s |
 KU4603| KU4589 03E 08N                             182.769 METERS 28504     |
 KU4603|---------------------------------------------------------------------|
 KU4603
 KU4603                          SUPERSEDED SURVEY CONTROL
 KU4603
 KU4603  ELLIP H (09/01/99)  -24.85   (m)                       GP(       ) 4 1
 KU4603  NAD 83(1996)-  40 40 12.87881(N)    073 43 29.60630(W) AD(       ) 1
 KU4603  NAD 83(1992)-  40 40 12.87874(N)    073 43 29.60619(W) AD(       ) 1
 KU4603  NAD 83(1986)-  40 40 12.87881(N)    073 43 29.60708(W) AD(       ) 1
 KU4603  NGVD 29 (03/24/92)    7.3    (m)           24.     (f) GPS OBS        
 KU4603
 KU4603.Superseded values are not recommended for survey control.
 KU4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4603.See file dsdata.txt to determine how the superseded data were derived.
 KU4603
 KU4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0777302934(NAD 83)
 KU4603_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4603_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4603_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4603_STAMPING: 03E08NAZ
 KU4603_MARK LOGO: NYDPW 
 KU4603_PROJECTION: RECESSED 8 CENTIMETERS
 KU4603_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4603+STABILITY: POSITION/ELEVATION WELL
 KU4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4603+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 KU4603_ROD/PIPE-DEPTH: 20.6 meters
 KU4603_SLEEVE-DEPTH  : 1.52 meters
 KU4603
 KU4603  HISTORY     - Date     Condition        Report By
 KU4603  HISTORY     - 1990     MONUMENTED       SBAS
 KU4603  HISTORY     - 19910318 GOOD
 KU4603
 KU4603                          STATION DESCRIPTION
 KU4603
 KU4603'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4603'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 21 FEET
 KU4603'(6.4 M) NORTH OF THE CENTERLINE OF BEECH STREET AND 217 FEET
 KU4603'(66.1 M) EAST OF THE CENTERLINE OF BROADWAY,IN THE CONCRETE SIDEWALK.
 KU4603'THE LOCATION TIES ARE 47.4 FEET (14.4 M) FROM THE CENTER OF THE SEWER
 KU4603'MANHOLE, 14.2 FEET (4.3 M) FROM THE SOUTH WEST CORNER OF THE CONCRETE
 KU4603'DRIVEWAY AND 42.4 FEET (12.9 M) FROM THE UTILITY POLE ON THE SOUTH
 KU4603'SIDE OF BEECH STREET AT HOUSE NUMBER 148.
 KU4603
 KU4603                          STATION RECOVERY (1991)
 KU4603
 KU4603'RECOVERED 1991
 KU4603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4590 ***********************************************************************
 KU4590  DESIGNATION -  03E 09N
 KU4590  PID         -  KU4590
 KU4590  STATE/COUNTY-  NY/NASSAU
 KU4590  USGS QUAD   -  LYNBROOK (1969)
 KU4590
 KU4590                         *CURRENT SURVEY CONTROL
 KU4590  ___________________________________________________________________
 KU4590* NAD 83(1996)-  40 41 04.94268(N)    073 43 20.62448(W)     ADJUSTED  
 KU4590* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 KU4590  ___________________________________________________________________
 KU4590  X           -   1,357,585.199 (meters)                     COMP
 KU4590  Y           -  -4,649,324.724 (meters)                     COMP
 KU4590  Z           -   4,135,923.491 (meters)                     COMP
 KU4590  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KU4590  ELLIP HEIGHT-         -17.66  (meters)          (12/03/02) GPS OBS
 KU4590  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU4590
 KU4590  HORZ ORDER  -  FIRST
 KU4590  ELLP ORDER  -  FOURTH    CLASS II
 KU4590
 KU4590.The horizontal coordinates were established by GPS observations
 KU4590.and adjusted by the National Geodetic Survey in January 1999..
 KU4590
 KU4590.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4590
 KU4590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4590
 KU4590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4590
 KU4590.The ellipsoidal height was determined by GPS observations
 KU4590.and is referenced to NAD 83.
 KU4590
 KU4590.The geoid height was determined by GEOID03.
 KU4590
 KU4590;                    North         East     Units Scale Factor Converg.
 KU4590;SPC NY L     -    57,563.239   323,467.173   MT  0.99999905   +0 10 53.7
 KU4590;SPC NY L     -   188,855.39  1,061,241.88   sFT  0.99999905   +0 10 53.7
 KU4590;UTM  18      - 4,504,542.168   607,960.229   MT  0.99974346   +0 49 58.6
 KU4590
 KU4590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4590!SPC NY L     -   1.00000277  x   0.99999905  =   1.00000182
 KU4590!UTM  18      -   1.00000277  x   0.99974346  =   0.99974623
 KU4590
 KU4590|---------------------------------------------------------------------|
 KU4590| PID    Reference Object                     Distance      Geod. Az  |
 KU4590|                                                           dddmmss.s |
 KU4590| KU4604 03E 09N AZ                          249.740 METERS 21545     |
 KU4590|---------------------------------------------------------------------|
 KU4590
 KU4590                          SUPERSEDED SURVEY CONTROL
 KU4590
 KU4590  ELLIP H (09/01/99)  -17.65   (m)                       GP(       ) 4 1
 KU4590  NAD 83(1996)-  40 41 04.94602(N)    073 43 20.62329(W) AD(       ) 1
 KU4590  NAD 83(1992)-  40 41 04.94595(N)    073 43 20.62319(W) AD(       ) 1
 KU4590  NAD 83(1986)-  40 41 04.94600(N)    073 43 20.62401(W) AD(       ) 1
 KU4590  NGVD 29 (03/24/92)   14.4    (m)           47.     (f) GPS OBS        
 KU4590
 KU4590.Superseded values are not recommended for survey control.
 KU4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4590.See file dsdata.txt to determine how the superseded data were derived.
 KU4590
 KU4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0796004542(NAD 83)
 KU4590_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4590_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4590_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4590_STAMPING: 03E09N
 KU4590_MARK LOGO: NYDPW 
 KU4590_PROJECTION: RECESSED 8 CENTIMETERS
 KU4590_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4590+STABILITY: POSITION/ELEVATION WELL
 KU4590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4590+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 KU4590_ROD/PIPE-DEPTH: 20.6 meters
 KU4590_SLEEVE-DEPTH  : 1.52 meters
 KU4590
 KU4590  HISTORY     - Date     Condition        Report By
 KU4590  HISTORY     - 1990     MONUMENTED       SBAS
 KU4590  HISTORY     - 19910318 GOOD
 KU4590
 KU4590                          STATION DESCRIPTION
 KU4590
 KU4590'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4590'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 258 FEET (78.6 M)
 KU4590'SOUTH OF THE CENTERLINE OF ALDEN AVENUE AND 21 FEET (6.4 M) EAST OF
 KU4590'THE CENTERLINE OF DEWITT STREET,IN THE CONCRETE SIDEWALK.
 KU4590'THE LOCATION TIES ARE 21.8 FEET (6.6 M) FROM THE CENTER OF THE SEWER
 KU4590'MANHOLE, 18.8 FEET (5.7 M) FROM THE SOUTH WEST CORNER OF THE CHAIN
 KU4590'LINK FENCE OF HOUSE NUMBER 999 AND 30.1 FEET (9.2 M) FROM THE NORTH
 KU4590'WEST CORNER OF THE CHAIN LINK FENCE OF HOUSE NUMBER 999.
 KU4590
 KU4590                          STATION RECOVERY (1991)
 KU4590
 KU4590'RECOVERED 1991
 KU4590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4604 ***********************************************************************
 KU4604  DESIGNATION -  03E 09N AZ
 KU4604  PID         -  KU4604
 KU4604  STATE/COUNTY-  NY/NASSAU
 KU4604  USGS QUAD   -  LYNBROOK (1969)
 KU4604
 KU4604                         *CURRENT SURVEY CONTROL
 KU4604  ___________________________________________________________________
 KU4604* NAD 83(1996)-  40 40 58.37237(N)    073 43 26.83875(W)     ADJUSTED  
 KU4604* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 KU4604  ___________________________________________________________________
 KU4604  X           -   1,357,482.040 (meters)                     COMP
 KU4604  Y           -  -4,649,492.060 (meters)                     COMP
 KU4604  Z           -   4,135,769.456 (meters)                     COMP
 KU4604  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KU4604  ELLIP HEIGHT-         -18.19  (meters)          (12/03/02) GPS OBS
 KU4604  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU4604
 KU4604  HORZ ORDER  -  FIRST
 KU4604  ELLP ORDER  -  FOURTH    CLASS II
 KU4604
 KU4604.The horizontal coordinates were established by GPS observations
 KU4604.and adjusted by the National Geodetic Survey in January 1999..
 KU4604
 KU4604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4604
 KU4604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4604
 KU4604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4604
 KU4604.The ellipsoidal height was determined by GPS observations
 KU4604.and is referenced to NAD 83.
 KU4604
 KU4604.The geoid height was determined by GEOID03.
 KU4604
 KU4604;                    North         East     Units Scale Factor Converg.
 KU4604;SPC NY L     -    57,360.107   323,321.889   MT  0.99999914   +0 10 49.6
 KU4604;SPC NY L     -   188,188.95  1,060,765.23   sFT  0.99999914   +0 10 49.6
 KU4604;UTM  18      - 4,504,337.451   607,817.301   MT  0.99974308   +0 49 54.4
 KU4604
 KU4604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4604!SPC NY L     -   1.00000285  x   0.99999914  =   1.00000199
 KU4604!UTM  18      -   1.00000285  x   0.99974308  =   0.99974593
 KU4604
 KU4604|---------------------------------------------------------------------|
 KU4604| PID    Reference Object                     Distance      Geod. Az  |
 KU4604|                                                           dddmmss.s |
 KU4604| KU4590 03E 09N                             249.740 METERS 03545     |
 KU4604|---------------------------------------------------------------------|
 KU4604
 KU4604                          SUPERSEDED SURVEY CONTROL
 KU4604
 KU4604  ELLIP H (09/01/99)  -18.19   (m)                       GP(       ) 4 1
 KU4604  NAD 83(1996)-  40 40 58.37565(N)    073 43 26.83756(W) AD(       ) 1
 KU4604  NAD 83(1992)-  40 40 58.37557(N)    073 43 26.83744(W) AD(       ) 1
 KU4604  NAD 83(1986)-  40 40 58.37559(N)    073 43 26.83838(W) AD(       ) 1
 KU4604  NGVD 29 (03/24/92)   13.9    (m)           46.     (f) GPS OBS        
 KU4604
 KU4604.Superseded values are not recommended for survey control.
 KU4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4604.See file dsdata.txt to determine how the superseded data were derived.
 KU4604
 KU4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0781704337(NAD 83)
 KU4604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4604_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4604_STAMPING: 03E09NAZ
 KU4604_MARK LOGO: NYDPW 
 KU4604_PROJECTION: RECESSED 8 CENTIMETERS
 KU4604_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4604+STABILITY: POSITION/ELEVATION WELL
 KU4604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4604+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 KU4604_ROD/PIPE-DEPTH: 20.6 meters
 KU4604_SLEEVE-DEPTH  : 1.52 meters
 KU4604
 KU4604  HISTORY     - Date     Condition        Report By
 KU4604  HISTORY     - 1990     MONUMENTED       SBAS
 KU4604  HISTORY     - 19910318 GOOD
 KU4604
 KU4604                          STATION DESCRIPTION
 KU4604
 KU4604'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4604'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 103 FEET (31.4 M)
 KU4604'NORTH OF THE CENTERLINE OF SOBRO AVENUE AND 20 FEET (6.1 M) EAST OF
 KU4604'THE CENTERLINE OF DEWITT STREET,IN THE CONCRETE SIDEWALK.
 KU4604'THE LOCATION TIES ARE 43.6 FEET (13.3 M) FROM THE CENTER OF THE LONG
 KU4604'ISLAND LIGHTING COMPANY UTILTY POLE NUMBER 9, 35.4 FEET (10.8 M) FROM
 KU4604'THE SOUTH WEST CORNER OF HOUSE NUMBER 4 AND 38.3 FEET (11.7 M) FROM
 KU4604'THE NORTH WEST CORNER OF HOUSE NUMBER 4.
 KU4604
 KU4604                          STATION RECOVERY (1991)
 KU4604
 KU4604'RECOVERED 1991
 KU4604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4605 ***********************************************************************
 KU4605  DESIGNATION -  03E 10N AZ
 KU4605  PID         -  KU4605
 KU4605  STATE/COUNTY-  NY/NASSAU
 KU4605  USGS QUAD   -  LYNBROOK (1969)
 KU4605
 KU4605                         *CURRENT SURVEY CONTROL
 KU4605  ___________________________________________________________________
 KU4605* NAD 83(1996)-  40 42 01.84355(N)    073 43 21.27352(W)     ADJUSTED  
 KU4605* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 KU4605  ___________________________________________________________________
 KU4605  X           -   1,357,250.218 (meters)                     COMP
 KU4605  Y           -  -4,648,231.876 (meters)                     COMP
 KU4605  Z           -   4,137,255.566 (meters)                     COMP
 KU4605  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KU4605  ELLIP HEIGHT-         -15.74  (meters)          (12/03/02) GPS OBS
 KU4605  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4605
 KU4605  HORZ ORDER  -  FIRST
 KU4605  ELLP ORDER  -  FOURTH    CLASS II
 KU4605
 KU4605.The horizontal coordinates were established by GPS observations
 KU4605.and adjusted by the National Geodetic Survey in January 1999..
 KU4605
 KU4605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4605
 KU4605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4605
 KU4605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4605
 KU4605.The ellipsoidal height was determined by GPS observations
 KU4605.and is referenced to NAD 83.
 KU4605
 KU4605.The geoid height was determined by GEOID03.
 KU4605
 KU4605;                    North         East     Units Scale Factor Converg.
 KU4605;SPC NY L     -    59,318.381   323,446.373   MT  0.99999829   +0 10 53.2
 KU4605;SPC NY L     -   194,613.72  1,061,173.64   sFT  0.99999829   +0 10 53.2
 KU4605;UTM  18      - 4,506,296.513   607,919.485   MT  0.99974335   +0 49 59.1
 KU4605
 KU4605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4605!SPC NY L     -   1.00000247  x   0.99999829  =   1.00000076
 KU4605!UTM  18      -   1.00000247  x   0.99974335  =   0.99974582
 KU4605
 KU4605|---------------------------------------------------------------------|
 KU4605| PID    Reference Object                     Distance      Geod. Az  |
 KU4605|                                                           dddmmss.s |
 KU4605| KU4537 03 E 10 N                           331.354 METERS 28420     |
 KU4605|---------------------------------------------------------------------|
 KU4605
 KU4605                          SUPERSEDED SURVEY CONTROL
 KU4605
 KU4605  ELLIP H (09/01/99)  -15.74   (m)                       GP(       ) 4 1
 KU4605  NAD 83(1996)-  40 42 01.84680(N)    073 43 21.27235(W) AD(       ) 1
 KU4605  NAD 83(1992)-  40 42 01.84672(N)    073 43 21.27221(W) AD(       ) 1
 KU4605  NAD 83(1986)-  40 42 01.84674(N)    073 43 21.27329(W) AD(       ) 1
 KU4605  NGVD 29 (03/24/92)   16.3    (m)           53.     (f) GPS OBS        
 KU4605
 KU4605.Superseded values are not recommended for survey control.
 KU4605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4605.See file dsdata.txt to determine how the superseded data were derived.
 KU4605
 KU4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0791906297(NAD 83)
 KU4605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4605_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4605_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4605_STAMPING: 03E10NAZ
 KU4605_MARK LOGO: NYDPW 
 KU4605_PROJECTION: RECESSED 8 CENTIMETERS
 KU4605_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4605+STABILITY: POSITION/ELEVATION WELL
 KU4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4605+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 KU4605_ROD/PIPE-DEPTH: 4.24 meters
 KU4605_SLEEVE-DEPTH  : 1.52 meters
 KU4605
 KU4605  HISTORY     - Date     Condition        Report By
 KU4605  HISTORY     - 1989     MONUMENTED       SBAS
 KU4605  HISTORY     - 19910318 GOOD
 KU4605
 KU4605                          STATION DESCRIPTION
 KU4605
 KU4605'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4605'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 39 FEET (11.9 M)
 KU4605'EAST OF THE CENTERLINE OF FOURTH STREET AND 22 FEET (6.7 M) SOUTH OF
 KU4605'THE CENTERLINE OF HOFFMAN AVENUE,IN THE CONCRETE SIDEWALK.
 KU4605'THE LOCATION TIES ARE 29.0 FEET (8.8 M) FROM THE SEWER MANHOLE, 38.0
 KU4605'FEET (11.6 M) FROM THE NORTH SIDE CATCH BASIN AND 9.8 FEET (3.0 M)
 KU4605'FROM THE SOUTH SIDE CATCH BASIN.
 KU4605
 KU4605                          STATION RECOVERY (1991)
 KU4605
 KU4605'RECOVERED 1991
 KU4605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4591 ***********************************************************************
 KU4591  DESIGNATION -  03E 15N
 KU4591  PID         -  KU4591
 KU4591  STATE/COUNTY-  NY/NASSAU
 KU4591  USGS QUAD   -  SEA CLIFF (1979)
 KU4591
 KU4591                         *CURRENT SURVEY CONTROL
 KU4591  ___________________________________________________________________
 KU4591* NAD 83(1996)-  40 46 08.30490(N)    073 43 15.57897(W)     ADJUSTED  
 KU4591* NAVD 88     -        60.8    (meters)     199.     (feet)  VERTCON   
 KU4591  ___________________________________________________________________
 KU4591  X           -   1,355,997.464 (meters)                     COMP
 KU4591  Y           -  -4,643,465.039 (meters)                     COMP
 KU4591  Z           -   4,143,045.806 (meters)                     COMP
 KU4591  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KU4591  ELLIP HEIGHT-          29.43  (meters)          (12/03/02) GPS OBS
 KU4591  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4591
 KU4591  HORZ ORDER  -  FIRST
 KU4591  ELLP ORDER  -  FOURTH    CLASS II
 KU4591
 KU4591.The horizontal coordinates were established by GPS observations
 KU4591.and adjusted by the National Geodetic Survey in January 1999..
 KU4591
 KU4591.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4591
 KU4591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4591
 KU4591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4591
 KU4591.The ellipsoidal height was determined by GPS observations
 KU4591.and is referenced to NAD 83.
 KU4591
 KU4591.The geoid height was determined by GEOID03.
 KU4591
 KU4591;                    North         East     Units Scale Factor Converg.
 KU4591;SPC NY L     -    66,921.309   323,555.845   MT  0.99999590   +0 10 57.0
 KU4591;SPC NY L     -   219,557.66  1,061,532.80   sFT  0.99999590   +0 10 57.0
 KU4591;SPC NY E     -   215,186.210   215,763.843   MT  0.99995322   +0 30 31.4
 KU4591;SPC NY E     -   705,990.09    707,885.21   sFT  0.99995322   +0 30 31.4
 KU4591;UTM  18      - 4,513,898.266   607,942.399   MT  0.99974341   +0 50 07.0
 KU4591
 KU4591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4591!SPC NY L     -   0.99999538  x   0.99999590  =   0.99999128
 KU4591!SPC NY E     -   0.99999538  x   0.99995322  =   0.99994860
 KU4591!UTM  18      -   0.99999538  x   0.99974341  =   0.99973879
 KU4591
 KU4591|---------------------------------------------------------------------|
 KU4591| PID    Reference Object                     Distance      Geod. Az  |
 KU4591|                                                           dddmmss.s |
 KU4591| KU4606 03E 15N AZ                          256.495 METERS 22014     |
 KU4591|---------------------------------------------------------------------|
 KU4591
 KU4591                          SUPERSEDED SURVEY CONTROL
 KU4591
 KU4591  ELLIP H (09/01/99)   29.43   (m)                       GP(       ) 4 1
 KU4591  NAD 83(1996)-  40 46 08.30796(N)    073 43 15.57786(W) AD(       ) 1
 KU4591  NAD 83(1992)-  40 46 08.30783(N)    073 43 15.57767(W) AD(       ) 1
 KU4591  NAD 83(1986)-  40 46 08.30802(N)    073 43 15.57917(W) AD(       ) 1
 KU4591  NGVD 29 (03/24/92)   61.1    (m)          200.     (f) GPS OBS        
 KU4591
 KU4591.Superseded values are not recommended for survey control.
 KU4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4591.See file dsdata.txt to determine how the superseded data were derived.
 KU4591
 KU4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0794213898(NAD 83)
 KU4591_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4591_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4591_STAMPING: 03E15N
 KU4591_MARK LOGO: NYDPW 
 KU4591_PROJECTION: RECESSED 8 CENTIMETERS
 KU4591_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4591+STABILITY: POSITION/ELEVATION WELL
 KU4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4591+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1991
 KU4591_ROD/PIPE-DEPTH: 6.67 meters
 KU4591_SLEEVE-DEPTH  : 1.52 meters
 KU4591
 KU4591  HISTORY     - Date     Condition        Report By
 KU4591  HISTORY     - 1989     MONUMENTED       SBAS
 KU4591  HISTORY     - 19910225 GOOD
 KU4591
 KU4591                          STATION DESCRIPTION
 KU4591
 KU4591'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4591'THE POINT IS LOCATED IN UNIVERSITY GARDENS, TOWN OF NORTH HEMPSTEAD,
 KU4591'37 FEET (11.3 M) SOUTH EAST OF THE CENTERLINE OF HORACE HARDING
 KU4591'BOULEVARD AND 41 FEET (12.5 M) SOUTH WEST OF THE CENTERLINE OF
 KU4591'CORNELL DRIVE,IN THE GRASS AREA BEHIND THE CURB.
 KU4591'THE LOCATION TIES ARE 53.0 FEET (16.2 M) FROM THE LIGHT POLE, 70.2
 KU4591'FEET (21.4 M) FROM THE LARGE TRAFFIC LIGHT POLE AND 16.9 FEET
 KU4591'(5.2 M) FROM THE SMALL TRAFFIC LIGHT POLE.
 KU4591
 KU4591                          STATION RECOVERY (1991)
 KU4591
 KU4591'RECOVERED 1991
 KU4591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4606 ***********************************************************************
 KU4606  DESIGNATION -  03E 15N AZ
 KU4606  PID         -  KU4606
 KU4606  STATE/COUNTY-  NY/NASSAU
 KU4606  USGS QUAD   -  SEA CLIFF (1979)
 KU4606
 KU4606                         *CURRENT SURVEY CONTROL
 KU4606  ___________________________________________________________________
 KU4606* NAD 83(1996)-  40 46 01.95708(N)    073 43 22.64311(W)     ADJUSTED  
 KU4606* NAVD 88     -        57.8    (meters)     190.     (feet)  VERTCON   
 KU4606  ___________________________________________________________________
 KU4606  X           -   1,355,873.634 (meters)                     COMP
 KU4606  Y           -  -4,643,632.028 (meters)                     COMP
 KU4606  Z           -   4,142,895.540 (meters)                     COMP
 KU4606  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KU4606  ELLIP HEIGHT-          26.42  (meters)          (12/03/02) GPS OBS
 KU4606  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4606
 KU4606  HORZ ORDER  -  FIRST
 KU4606  ELLP ORDER  -  FOURTH    CLASS II
 KU4606
 KU4606.The horizontal coordinates were established by GPS observations
 KU4606.and adjusted by the National Geodetic Survey in January 1999..
 KU4606
 KU4606.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4606
 KU4606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4606
 KU4606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4606
 KU4606.The ellipsoidal height was determined by GPS observations
 KU4606.and is referenced to NAD 83.
 KU4606
 KU4606.The geoid height was determined by GEOID03.
 KU4606
 KU4606;                    North         East     Units Scale Factor Converg.
 KU4606;SPC NY L     -    66,724.973   323,390.795   MT  0.99999594   +0 10 52.4
 KU4606;SPC NY L     -   218,913.52  1,060,991.30   sFT  0.99999594   +0 10 52.4
 KU4606;SPC NY E     -   214,988.947   215,599.921   MT  0.99995295   +0 30 26.7
 KU4606;SPC NY E     -   705,342.90    707,347.41   sFT  0.99995295   +0 30 26.7
 KU4606;UTM  18      - 4,513,700.113   607,779.638   MT  0.99974298   +0 50 02.3
 KU4606
 KU4606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4606!SPC NY L     -   0.99999586  x   0.99999594  =   0.99999180
 KU4606!SPC NY E     -   0.99999586  x   0.99995295  =   0.99994881
 KU4606!UTM  18      -   0.99999586  x   0.99974298  =   0.99973884
 KU4606
 KU4606|---------------------------------------------------------------------|
 KU4606| PID    Reference Object                     Distance      Geod. Az  |
 KU4606|                                                           dddmmss.s |
 KU4606| KU4591 03E 15N                             256.495 METERS 04014     |
 KU4606|---------------------------------------------------------------------|
 KU4606
 KU4606                          SUPERSEDED SURVEY CONTROL
 KU4606
 KU4606  ELLIP H (09/01/99)   26.43   (m)                       GP(       ) 4 1
 KU4606  NAD 83(1996)-  40 46 01.96013(N)    073 43 22.64201(W) AD(       ) 1
 KU4606  NAD 83(1992)-  40 46 01.96000(N)    073 43 22.64183(W) AD(       ) 1
 KU4606  NAD 83(1986)-  40 46 01.96017(N)    073 43 22.64334(W) AD(       ) 1
 KU4606  NGVD 29 (03/24/92)   58.1    (m)          191.     (f) GPS OBS        
 KU4606
 KU4606.Superseded values are not recommended for survey control.
 KU4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4606.See file dsdata.txt to determine how the superseded data were derived.
 KU4606
 KU4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0778013700(NAD 83)
 KU4606_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4606_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4606_STAMPING: 03E15NAZ
 KU4606_MARK LOGO: NYDPW 
 KU4606_PROJECTION: RECESSED 8 CENTIMETERS
 KU4606_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4606+STABILITY: POSITION/ELEVATION WELL
 KU4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4606+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1991
 KU4606_ROD/PIPE-DEPTH: 3.94 meters
 KU4606_SLEEVE-DEPTH  : 1.52 meters
 KU4606
 KU4606  HISTORY     - Date     Condition        Report By
 KU4606  HISTORY     - 1989     MONUMENTED       SBAS
 KU4606  HISTORY     - 19910222 GOOD
 KU4606
 KU4606                          STATION DESCRIPTION
 KU4606
 KU4606'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4606'THE POINT IS LOCATED IN UNIVERSITY GARDENS, TOWN OF NORTH HEMPSTEAD,
 KU4606'22 FEET (6.7 M) NORTH OF THE CENTERLINE OF HORACE HARDING BOULEVARD
 KU4606'AND 310 FEET (94.5 M) NORTH WEST OF THE CENTERLINE OF SOUNDVIEW
 KU4606'DRIVE,IN THE PAVED ROADWAY.
 KU4606'THE LOCATION TIES ARE 95.0 FEET (29.0 M) FROM THE SEWER MANHOLE, 68.9
 KU4606'FEET (21.0 M) FROM THE NEW YORK TELEPHONE UTILTIY POLE NUMBER 9 AND
 KU4606'84.9 FEET (25.9 M) FROM THE METAL LIGHTPOLE.
 KU4606
 KU4606                          STATION RECOVERY (1991)
 KU4606
 KU4606'RECOVERED 1991
 KU4606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4592 ***********************************************************************
 KU4592  DESIGNATION -  03E 16N
 KU4592  PID         -  KU4592
 KU4592  STATE/COUNTY-  NY/NASSAU
 KU4592  USGS QUAD   -  SEA CLIFF (1979)
 KU4592
 KU4592                         *CURRENT SURVEY CONTROL
 KU4592  ___________________________________________________________________
 KU4592* NAD 83(1996)-  40 47 14.35385(N)    073 43 28.90691(W)     ADJUSTED  
 KU4592* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 KU4592  ___________________________________________________________________
 KU4592  X           -   1,355,318.308 (meters)                     COMP
 KU4592  Y           -  -4,642,254.108 (meters)                     COMP
 KU4592  Z           -   4,144,569.621 (meters)                     COMP
 KU4592  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KU4592  ELLIP HEIGHT-           0.32  (meters)          (12/03/02) GPS OBS
 KU4592  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4592
 KU4592  HORZ ORDER  -  FIRST
 KU4592  ELLP ORDER  -  FOURTH    CLASS II
 KU4592
 KU4592.The horizontal coordinates were established by GPS observations
 KU4592.and adjusted by the National Geodetic Survey in January 1999..
 KU4592
 KU4592.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4592
 KU4592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4592
 KU4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4592
 KU4592.The ellipsoidal height was determined by GPS observations
 KU4592.and is referenced to NAD 83.
 KU4592
 KU4592.The geoid height was determined by GEOID03.
 KU4592
 KU4592;                    North         East     Units Scale Factor Converg.
 KU4592;SPC NY L     -    68,957.721   323,236.874   MT  0.99999550   +0 10 48.3
 KU4592;SPC NY L     -   226,238.79  1,060,486.31   sFT  0.99999550   +0 10 48.3
 KU4592;SPC NY E     -   217,220.686   215,433.293   MT  0.99995268   +0 30 23.4
 KU4592;SPC NY E     -   712,664.87    706,800.73   sFT  0.99995268   +0 30 23.4
 KU4592;UTM  18      - 4,515,930.397   607,600.328   MT  0.99974250   +0 49 59.4
 KU4592
 KU4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4592!SPC NY L     -   0.99999995  x   0.99999550  =   0.99999545
 KU4592!SPC NY E     -   0.99999995  x   0.99995268  =   0.99995263
 KU4592!UTM  18      -   0.99999995  x   0.99974250  =   0.99974245
 KU4592
 KU4592|---------------------------------------------------------------------|
 KU4592| PID    Reference Object                     Distance      Geod. Az  |
 KU4592|                                                           dddmmss.s |
 KU4592| KU4607 03E 16N AZ                          146.065 METERS 08241     |
 KU4592|---------------------------------------------------------------------|
 KU4592
 KU4592                          SUPERSEDED SURVEY CONTROL
 KU4592
 KU4592  ELLIP H (09/01/99)    0.33   (m)                       GP(       ) 4 1
 KU4592  NAD 83(1996)-  40 47 14.35688(N)    073 43 28.90582(W) AD(       ) 1
 KU4592  NAD 83(1992)-  40 47 14.35675(N)    073 43 28.90563(W) AD(       ) 1
 KU4592  NAD 83(1986)-  40 47 14.35696(N)    073 43 28.90726(W) AD(       ) 1
 KU4592  NGVD 29 (03/24/92)   32.0    (m)          105.     (f) GPS OBS        
 KU4592
 KU4592.Superseded values are not recommended for survey control.
 KU4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4592.See file dsdata.txt to determine how the superseded data were derived.
 KU4592
 KU4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0760015930(NAD 83)
 KU4592_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4592_STAMPING: 03E16N
 KU4592_MARK LOGO: NYDPW 
 KU4592_PROJECTION: RECESSED 8 CENTIMETERS
 KU4592_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4592+STABILITY: POSITION/ELEVATION WELL
 KU4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4592+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 KU4592_ROD/PIPE-DEPTH: 20.6 meters
 KU4592_SLEEVE-DEPTH  : 1.52 meters
 KU4592
 KU4592  HISTORY     - Date     Condition        Report By
 KU4592  HISTORY     - 1990     MONUMENTED       SBAS
 KU4592  HISTORY     - 19910416 GOOD
 KU4592
 KU4592                          STATION DESCRIPTION
 KU4592
 KU4592'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4592'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, ON THE
 KU4592'CENTERLINE OF SHOREWARD DRIVE AND 7 FEET (2.1 M) WEST OF THE
 KU4592'CENTERLINE OF BARSTOW ROAD,IN THE TRAFFIC ISLAND.
 KU4592'THE LOCATION TIES ARE 11.0 FEET (3.4 M) FROM THE CENTER OF THE LIGHT
 KU4592'POLE ON THE ISLAND, 21.7 FEET (6.6 M) FROM THE CENTER OF THE DRAIN
 KU4592'MANHOLE AND 17.6 FEET (5.4 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4592
 KU4592                          STATION RECOVERY (1991)
 KU4592
 KU4592'RECOVERED 1991
 KU4592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4607 ***********************************************************************
 KU4607  DESIGNATION -  03E 16N AZ
 KU4607  PID         -  KU4607
 KU4607  STATE/COUNTY-  NY/NASSAU
 KU4607  USGS QUAD   -  SEA CLIFF (1979)
 KU4607
 KU4607                         *CURRENT SURVEY CONTROL
 KU4607  ___________________________________________________________________
 KU4607* NAD 83(1996)-  40 47 14.95649(N)    073 43 22.72766(W)     ADJUSTED  
 KU4607* NAVD 88     -        33.4    (meters)     110.     (feet)  VERTCON   
 KU4607  ___________________________________________________________________
 KU4607  X           -   1,355,454.360 (meters)                     COMP
 KU4607  Y           -  -4,642,203.162 (meters)                     COMP
 KU4607  Z           -   4,144,584.878 (meters)                     COMP
 KU4607  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 KU4607  ELLIP HEIGHT-           2.13  (meters)          (12/03/02) GPS OBS
 KU4607  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4607
 KU4607  HORZ ORDER  -  FIRST
 KU4607  ELLP ORDER  -  FOURTH    CLASS II
 KU4607
 KU4607.The horizontal coordinates were established by GPS observations
 KU4607.and adjusted by the National Geodetic Survey in January 1999..
 KU4607
 KU4607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4607
 KU4607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4607
 KU4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4607
 KU4607.The ellipsoidal height was determined by GPS observations
 KU4607.and is referenced to NAD 83.
 KU4607
 KU4607.The geoid height was determined by GEOID03.
 KU4607
 KU4607;                    North         East     Units Scale Factor Converg.
 KU4607;SPC NY L     -    68,976.767   323,381.691   MT  0.99999549   +0 10 52.3
 KU4607;SPC NY L     -   226,301.28  1,060,961.43   sFT  0.99999549   +0 10 52.3
 KU4607;SPC NY E     -   217,240.556   215,577.994   MT  0.99995291   +0 30 27.4
 KU4607;SPC NY E     -   712,730.06    707,275.47   sFT  0.99995291   +0 30 27.4
 KU4607;UTM  18      - 4,515,951.087   607,744.883   MT  0.99974289   +0 50 03.5
 KU4607
 KU4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4607!SPC NY L     -   0.99999967  x   0.99999549  =   0.99999516
 KU4607!SPC NY E     -   0.99999967  x   0.99995291  =   0.99995258
 KU4607!UTM  18      -   0.99999967  x   0.99974289  =   0.99974256
 KU4607
 KU4607|---------------------------------------------------------------------|
 KU4607| PID    Reference Object                     Distance      Geod. Az  |
 KU4607|                                                           dddmmss.s |
 KU4607| KU4592 03E 16N                             146.065 METERS 26241     |
 KU4607|---------------------------------------------------------------------|
 KU4607
 KU4607                          SUPERSEDED SURVEY CONTROL
 KU4607
 KU4607  ELLIP H (09/01/99)    2.13   (m)                       GP(       ) 4 1
 KU4607  NAD 83(1996)-  40 47 14.95951(N)    073 43 22.72656(W) AD(       ) 1
 KU4607  NAD 83(1992)-  40 47 14.95938(N)    073 43 22.72638(W) AD(       ) 1
 KU4607  NAD 83(1986)-  40 47 14.95959(N)    073 43 22.72804(W) AD(       ) 1
 KU4607  NGVD 29 (03/24/92)   33.8    (m)          111.     (f) GPS OBS        
 KU4607
 KU4607.Superseded values are not recommended for survey control.
 KU4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4607.See file dsdata.txt to determine how the superseded data were derived.
 KU4607
 KU4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0774515951(NAD 83)
 KU4607_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4607_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4607_STAMPING: 03E16NAZ
 KU4607_MARK LOGO: NYDPW 
 KU4607_PROJECTION: RECESSED 8 CENTIMETERS
 KU4607_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4607+STABILITY: POSITION/ELEVATION WELL
 KU4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4607+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4607_ROD/PIPE-DEPTH: 20.6 meters
 KU4607_SLEEVE-DEPTH  : 1.52 meters
 KU4607
 KU4607  HISTORY     - Date     Condition        Report By
 KU4607  HISTORY     - 1990     MONUMENTED       SBAS
 KU4607  HISTORY     - 19910205 GOOD
 KU4607
 KU4607                          STATION DESCRIPTION
 KU4607
 KU4607'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4607'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 49 FEET
 KU4607'(14.9 M) SOUTH OF THE CENTERLINE OF SHOREWARD DRIVE AND 467 FEET
 KU4607'(142.3 M) EAST OF THE CENTERLINE OF BARSTOW ROAD,IN THE CONCRETE
 KU4607'SIDEWALK.
 KU4607'THE LOCATION TIES ARE 32.0 FEET (9.8 M) FROM THE CENTER OF THE SEWER
 KU4607'MANHOLE, 7.3 FEET (2.2 M) FROM THE CENTER OF THE LIGHT POLE AND 50.1
 KU4607'FEET (15.3 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN.
 KU4607
 KU4607                          STATION RECOVERY (1991)
 KU4607
 KU4607'RECOVERED 1991
 KU4607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4593 ***********************************************************************
 KU4593  DESIGNATION -  03E 17N
 KU4593  PID         -  KU4593
 KU4593  STATE/COUNTY-  NY/NASSAU
 KU4593  USGS QUAD   -  SEA CLIFF (1979)
 KU4593
 KU4593                         *CURRENT SURVEY CONTROL
 KU4593  ___________________________________________________________________
 KU4593* NAD 83(1996)-  40 47 54.01979(N)    073 43 34.21342(W)     ADJUSTED  
 KU4593* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 KU4593  ___________________________________________________________________
 KU4593  X           -   1,354,974.461 (meters)                     COMP
 KU4593  Y           -  -4,641,520.224 (meters)                     COMP
 KU4593  Z           -   4,145,494.726 (meters)                     COMP
 KU4593  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KU4593  ELLIP HEIGHT-          -1.58  (meters)          (12/03/02) GPS OBS
 KU4593  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU4593
 KU4593  HORZ ORDER  -  FIRST
 KU4593  ELLP ORDER  -  FOURTH    CLASS II
 KU4593
 KU4593.The horizontal coordinates were established by GPS observations
 KU4593.and adjusted by the National Geodetic Survey in January 1999..
 KU4593
 KU4593.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4593
 KU4593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4593
 KU4593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4593
 KU4593.The ellipsoidal height was determined by GPS observations
 KU4593.and is referenced to NAD 83.
 KU4593
 KU4593.The geoid height was determined by GEOID03.
 KU4593
 KU4593;                    North         East     Units Scale Factor Converg.
 KU4593;SPC NY L     -    70,180.902   323,108.634   MT  0.99999531   +0 10 44.8
 KU4593;SPC NY L     -   230,251.84  1,060,065.58   sFT  0.99999531   +0 10 44.8
 KU4593;SPC NY E     -   218,443.064   215,298.092   MT  0.99995246   +0 30 20.3
 KU4593;SPC NY E     -   716,675.29    706,357.16   sFT  0.99995246   +0 30 20.3
 KU4593;UTM  18      - 4,517,151.728   607,458.189   MT  0.99974213   +0 49 56.6
 KU4593
 KU4593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4593!SPC NY L     -   1.00000025  x   0.99999531  =   0.99999556
 KU4593!SPC NY E     -   1.00000025  x   0.99995246  =   0.99995271
 KU4593!UTM  18      -   1.00000025  x   0.99974213  =   0.99974238
 KU4593
 KU4593|---------------------------------------------------------------------|
 KU4593| PID    Reference Object                     Distance      Geod. Az  |
 KU4593|                                                           dddmmss.s |
 KU4593| KU4608 03E 17N AZ                          169.791 METERS 17113     |
 KU4593|---------------------------------------------------------------------|
 KU4593
 KU4593                          SUPERSEDED SURVEY CONTROL
 KU4593
 KU4593  ELLIP H (09/01/99)   -1.58   (m)                       GP(       ) 4 1
 KU4593  NAD 83(1996)-  40 47 54.02281(N)    073 43 34.21232(W) AD(       ) 1
 KU4593  NAD 83(1992)-  40 47 54.02268(N)    073 43 34.21214(W) AD(       ) 1
 KU4593  NAD 83(1986)-  40 47 54.02294(N)    073 43 34.21375(W) AD(       ) 1
 KU4593  NGVD 29 (03/24/92)   30.0    (m)           98.     (f) GPS OBS        
 KU4593
 KU4593.Superseded values are not recommended for survey control.
 KU4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4593.See file dsdata.txt to determine how the superseded data were derived.
 KU4593
 KU4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0745817152(NAD 83)
 KU4593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4593_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4593_STAMPING: 03E17N
 KU4593_MARK LOGO: NYDPW 
 KU4593_PROJECTION: RECESSED 8 CENTIMETERS
 KU4593_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4593+STABILITY: POSITION/ELEVATION WELL
 KU4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4593+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4593_ROD/PIPE-DEPTH: 3.94 meters
 KU4593_SLEEVE-DEPTH  : 1.52 meters
 KU4593
 KU4593  HISTORY     - Date     Condition        Report By
 KU4593  HISTORY     - 1989     MONUMENTED       SBAS
 KU4593  HISTORY     - 19910205 GOOD
 KU4593
 KU4593                          STATION DESCRIPTION
 KU4593
 KU4593'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4593'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 9 FEET
 KU4593'(2.7 M) WEST OF THE CENTERLINE OF DEVON ROAD AND 174 FEET (53.0 M)
 KU4593'NORTH OF THE CENTERLINE OF WOOLEYS LANE,IN THE PAVED ROADWAY.
 KU4593'THE LOCATION TIES ARE 29.5 FEET (9.0 M) FROM THE NEW YORK TELEPHONE
 KU4593'UTILITY POLE NUMBER 10, 39.5 FEET (12.0 M) FROM THE NORTHERLY SEWER
 KU4593'MANHOLE AND 62.6 FEET (19.1 M) FROM THE SOUTHERLY SEWER MANHOLE.
 KU4593
 KU4593                          STATION RECOVERY (1991)
 KU4593
 KU4593'RECOVERED 1991
 KU4593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4608 ***********************************************************************
 KU4608  DESIGNATION -  03E 17N AZ
 KU4608  PID         -  KU4608
 KU4608  STATE/COUNTY-  NY/NASSAU
 KU4608  USGS QUAD   -  SEA CLIFF (1979)
 KU4608
 KU4608                         *CURRENT SURVEY CONTROL
 KU4608  ___________________________________________________________________
 KU4608* NAD 83(1996)-  40 47 48.58001(N)    073 43 33.10798(W)     ADJUSTED  
 KU4608* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 KU4608  ___________________________________________________________________
 KU4608  X           -   1,355,030.708 (meters)                     COMP
 KU4608  Y           -  -4,641,620.426 (meters)                     COMP
 KU4608  Z           -   4,145,369.689 (meters)                     COMP
 KU4608  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KU4608  ELLIP HEIGHT-           1.47  (meters)          (12/03/02) GPS OBS
 KU4608  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU4608
 KU4608  HORZ ORDER  -  FIRST
 KU4608  ELLP ORDER  -  FOURTH    CLASS II
 KU4608
 KU4608.The horizontal coordinates were established by GPS observations
 KU4608.and adjusted by the National Geodetic Survey in January 1999..
 KU4608
 KU4608.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4608
 KU4608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4608
 KU4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4608
 KU4608.The ellipsoidal height was determined by GPS observations
 KU4608.and is referenced to NAD 83.
 KU4608
 KU4608.The geoid height was determined by GEOID03.
 KU4608
 KU4608;                    North         East     Units Scale Factor Converg.
 KU4608;SPC NY L     -    70,013.183   323,135.073   MT  0.99999533   +0 10 45.5
 KU4608;SPC NY L     -   229,701.58  1,060,152.32   sFT  0.99999533   +0 10 45.5
 KU4608;SPC NY E     -   218,275.505   215,325.485   MT  0.99995251   +0 30 21.0
 KU4608;SPC NY E     -   716,125.55    706,447.03   sFT  0.99995251   +0 30 21.0
 KU4608;UTM  18      - 4,516,984.363   607,486.531   MT  0.99974220   +0 49 57.3
 KU4608
 KU4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4608!SPC NY L     -   0.99999977  x   0.99999533  =   0.99999510
 KU4608!SPC NY E     -   0.99999977  x   0.99995251  =   0.99995228
 KU4608!UTM  18      -   0.99999977  x   0.99974220  =   0.99974197
 KU4608
 KU4608|---------------------------------------------------------------------|
 KU4608| PID    Reference Object                     Distance      Geod. Az  |
 KU4608|                                                           dddmmss.s |
 KU4608| KU4593 03E 17N                             169.791 METERS 35113     |
 KU4608|---------------------------------------------------------------------|
 KU4608
 KU4608                          SUPERSEDED SURVEY CONTROL
 KU4608
 KU4608  ELLIP H (09/01/99)    1.47   (m)                       GP(       ) 4 1
 KU4608  NAD 83(1996)-  40 47 48.58303(N)    073 43 33.10688(W) AD(       ) 1
 KU4608  NAD 83(1992)-  40 47 48.58290(N)    073 43 33.10670(W) AD(       ) 1
 KU4608  NAD 83(1986)-  40 47 48.58315(N)    073 43 33.10838(W) AD(       ) 1
 KU4608  NGVD 29 (03/24/92)   33.1    (m)          109.     (f) GPS OBS        
 KU4608
 KU4608.Superseded values are not recommended for survey control.
 KU4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4608.See file dsdata.txt to determine how the superseded data were derived.
 KU4608
 KU4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0748716984(NAD 83)
 KU4608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4608_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4608_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4608_STAMPING: 03E17NAZ
 KU4608_MARK LOGO: NYDPW 
 KU4608_PROJECTION: RECESSED 8 CENTIMETERS
 KU4608_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4608+STABILITY: POSITION/ELEVATION WELL
 KU4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4608+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1991
 KU4608_ROD/PIPE-DEPTH: 20.6 meters
 KU4608_SLEEVE-DEPTH  : 1.52 meters
 KU4608
 KU4608  HISTORY     - Date     Condition        Report By
 KU4608  HISTORY     - 1989     MONUMENTED       SBAS
 KU4608  HISTORY     - 19910222 GOOD
 KU4608
 KU4608                          STATION DESCRIPTION
 KU4608
 KU4608'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4608'THE POINT IS LOCATED IN GREAT NECK, TOWN OF NORTH HEMPSTEAD, 10 FEET
 KU4608'(3.0 M) WEST OF THE CENTERLINE OF DEVON ROAD AND 30 FEET (9.1 M)
 KU4608'SOUTH OF THE CENTERLINE OF OXFORD BOULEVARD,IN THE PAVED ROADWAY.
 KU4608'THE LOCATION TIES ARE 9.5 FEET (2.9 M) FROM THE WATER VALVE NEAREST
 KU4608'TO THE SOUTH WEST CORNER, 14.0 FEET (4.3 M) FROM THE HYDRANT AND 69.7
 KU4608'FEET (21.2 M) FROM THE UTILTIY POLE NUMBER 4.
 KU4608
 KU4608                          STATION RECOVERY (1991)
 KU4608
 KU4608'RECOVERED 1991
 KU4608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4594 ***********************************************************************
 KU4594  DESIGNATION -  03E 18N
 KU4594  PID         -  KU4594
 KU4594  STATE/COUNTY-  NY/NASSAU
 KU4594  USGS QUAD   -  SEA CLIFF (1979)
 KU4594
 KU4594                         *CURRENT SURVEY CONTROL
 KU4594  ___________________________________________________________________
 KU4594* NAD 83(1996)-  40 48 52.30071(N)    073 43 32.88054(W)     ADJUSTED  
 KU4594* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 KU4594  ___________________________________________________________________
 KU4594  X           -   1,354,674.817 (meters)                     COMP
 KU4594  Y           -  -4,640,382.308 (meters)                     COMP
 KU4594  Z           -   4,146,854.303 (meters)                     COMP
 KU4594  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KU4594  ELLIP HEIGHT-          -3.45  (meters)          (12/03/02) GPS OBS
 KU4594  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4594
 KU4594  HORZ ORDER  -  FIRST
 KU4594  ELLP ORDER  -  FOURTH    CLASS II
 KU4594
 KU4594.The horizontal coordinates were established by GPS observations
 KU4594.and adjusted by the National Geodetic Survey in January 1999..
 KU4594
 KU4594.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4594
 KU4594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4594
 KU4594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4594
 KU4594.The ellipsoidal height was determined by GPS observations
 KU4594.and is referenced to NAD 83.
 KU4594
 KU4594.The geoid height was determined by GEOID03.
 KU4594
 KU4594;                    North         East     Units Scale Factor Converg.
 KU4594;SPC NY L     -    71,978.790   323,134.252   MT  0.99999509   +0 10 45.7
 KU4594;SPC NY L     -   236,150.41  1,060,149.63   sFT  0.99999509   +0 10 45.7
 KU4594;SPC NY E     -   220,240.992   215,313.460   MT  0.99995249   +0 30 21.8
 KU4594;SPC NY E     -   722,573.99    706,407.58   sFT  0.99995249   +0 30 21.8
 KU4594;UTM  18      - 4,518,949.335   607,463.300   MT  0.99974214   +0 49 58.5
 KU4594
 KU4594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4594!SPC NY L     -   1.00000054  x   0.99999509  =   0.99999563
 KU4594!SPC NY E     -   1.00000054  x   0.99995249  =   0.99995303
 KU4594!UTM  18      -   1.00000054  x   0.99974214  =   0.99974268
 KU4594
 KU4594|---------------------------------------------------------------------|
 KU4594| PID    Reference Object                     Distance      Geod. Az  |
 KU4594|                                                           dddmmss.s |
 KU4594| KU4609 03E 18N AZ                          131.561 METERS 25837     |
 KU4594|---------------------------------------------------------------------|
 KU4594
 KU4594                          SUPERSEDED SURVEY CONTROL
 KU4594
 KU4594  ELLIP H (09/01/99)   -3.45   (m)                       GP(       ) 4 1
 KU4594  NAD 83(1996)-  40 48 52.30372(N)    073 43 32.87945(W) AD(       ) 1
 KU4594  NAD 83(1992)-  40 48 52.30358(N)    073 43 32.87927(W) AD(       ) 1
 KU4594  NAD 83(1986)-  40 48 52.30399(N)    073 43 32.88081(W) AD(       ) 1
 KU4594  NGVD 29 (03/24/92)   28.1    (m)           92.     (f) GPS OBS        
 KU4594
 KU4594.Superseded values are not recommended for survey control.
 KU4594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4594.See file dsdata.txt to determine how the superseded data were derived.
 KU4594
 KU4594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0746318949(NAD 83)
 KU4594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4594_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4594_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4594_STAMPING: 03E18N
 KU4594_MARK LOGO: NYDPW 
 KU4594_PROJECTION: RECESSED 8 CENTIMETERS
 KU4594_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4594+STABILITY: POSITION/ELEVATION WELL
 KU4594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4594+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1991
 KU4594_ROD/PIPE-DEPTH: 16.7 meters
 KU4594_SLEEVE-DEPTH  : 1.52 meters
 KU4594
 KU4594  HISTORY     - Date     Condition        Report By
 KU4594  HISTORY     - 1989     MONUMENTED       SBAS
 KU4594  HISTORY     - 19910222 GOOD
 KU4594
 KU4594                          STATION DESCRIPTION
 KU4594
 KU4594'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4594'THE POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 10 FEET
 KU4594'(3.0 M) NORTH OF THE CENTERLINE OF KENNETH COURT AND 423 FEET
 KU4594'(128.9 M) EAST OF THE CENTERLINE OF STEVENS LANE,IN THE PAVED
 KU4594'ROADWAY.
 KU4594'THE LOCATION TIES ARE 48.1 FEET (14.7 M) FROM THE HYDRANT, 20.2 FEET
 KU4594'(6.2 M) FROM THE WATER SERVICE CAP OF HOUSE NUMBER 6 AND 61.0 FEET
 KU4594'(18.6 M) FROM THE WATER METER OF HOUSE NUMBER 6.
 KU4594
 KU4594                          STATION RECOVERY (1991)
 KU4594
 KU4594'RECOVERED 1991
 KU4594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4609 ***********************************************************************
 KU4609  DESIGNATION -  03E 18N AZ
 KU4609  PID         -  KU4609
 KU4609  STATE/COUNTY-  NY/NASSAU
 KU4609  USGS QUAD   -  SEA CLIFF (1979)
 KU4609
 KU4609                         *CURRENT SURVEY CONTROL
 KU4609  ___________________________________________________________________
 KU4609* NAD 83(1996)-  40 48 51.45935(N)    073 43 38.38379(W)     ADJUSTED  
 KU4609* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 KU4609  ___________________________________________________________________
 KU4609  X           -   1,354,555.191 (meters)                     COMP
 KU4609  Y           -  -4,640,432.780 (meters)                     COMP
 KU4609  Z           -   4,146,832.902 (meters)                     COMP
 KU4609  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 KU4609  ELLIP HEIGHT-          -6.14  (meters)          (12/03/02) GPS OBS
 KU4609  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4609
 KU4609  HORZ ORDER  -  FIRST
 KU4609  ELLP ORDER  -  FOURTH    CLASS II
 KU4609
 KU4609.The horizontal coordinates were established by GPS observations
 KU4609.and adjusted by the National Geodetic Survey in January 1999..
 KU4609
 KU4609.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4609
 KU4609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4609
 KU4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4609
 KU4609.The ellipsoidal height was determined by GPS observations
 KU4609.and is referenced to NAD 83.
 KU4609
 KU4609.The geoid height was determined by GEOID03.
 KU4609
 KU4609;                    North         East     Units Scale Factor Converg.
 KU4609;SPC NY L     -    71,952.434   323,005.358   MT  0.99999509   +0 10 42.1
 KU4609;SPC NY L     -   236,063.94  1,059,726.75   sFT  0.99999509   +0 10 42.1
 KU4609;SPC NY E     -   220,213.902   215,184.724   MT  0.99995228   +0 30 18.2
 KU4609;SPC NY E     -   722,485.11    705,985.22   sFT  0.99995228   +0 30 18.2
 KU4609;UTM  18      - 4,518,921.518   607,334.748   MT  0.99974180   +0 49 54.9
 KU4609
 KU4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4609!SPC NY L     -   1.00000096  x   0.99999509  =   0.99999605
 KU4609!SPC NY E     -   1.00000096  x   0.99995228  =   0.99995324
 KU4609!UTM  18      -   1.00000096  x   0.99974180  =   0.99974276
 KU4609
 KU4609|---------------------------------------------------------------------|
 KU4609| PID    Reference Object                     Distance      Geod. Az  |
 KU4609|                                                           dddmmss.s |
 KU4609| KU4594 03E 18N                             131.561 METERS 07837     |
 KU4609|---------------------------------------------------------------------|
 KU4609
 KU4609                          SUPERSEDED SURVEY CONTROL
 KU4609
 KU4609  ELLIP H (09/01/99)   -6.14   (m)                       GP(       ) 4 1
 KU4609  NAD 83(1996)-  40 48 51.46237(N)    073 43 38.38270(W) AD(       ) 1
 KU4609  NAD 83(1992)-  40 48 51.46223(N)    073 43 38.38252(W) AD(       ) 1
 KU4609  NAD 83(1986)-  40 48 51.46252(N)    073 43 38.38420(W) AD(       ) 1
 KU4609  NGVD 29 (03/24/92)   25.4    (m)           83.     (f) GPS OBS        
 KU4609
 KU4609.Superseded values are not recommended for survey control.
 KU4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4609.See file dsdata.txt to determine how the superseded data were derived.
 KU4609
 KU4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0733518922(NAD 83)
 KU4609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4609_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4609_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4609_STAMPING: 03E18NAZ
 KU4609_MARK LOGO: NYDPW 
 KU4609_PROJECTION: RECESSED 8 CENTIMETERS
 KU4609_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4609+STABILITY: POSITION/ELEVATION WELL
 KU4609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4609+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4609_ROD/PIPE-DEPTH: 20.6 meters
 KU4609_SLEEVE-DEPTH  : 1.52 meters
 KU4609
 KU4609  HISTORY     - Date     Condition        Report By
 KU4609  HISTORY     - 1989     MONUMENTED       SBAS
 KU4609  HISTORY     - 19910205 GOOD
 KU4609
 KU4609                          STATION DESCRIPTION
 KU4609
 KU4609'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4609'THE POINT IS LOCATED IN KINGS POINT, TOWN OF NORTH HEMPSTEAD, 29 FEET
 KU4609'(8.8 M) SOUTH OF THE CENTERLINE OF KENNETH COURT AND 13 FEET (4.0 M)
 KU4609'WEST OF THE CENTERLINE OF STEVENS LANE,IN THE GRASS AREA BEHIND THE
 KU4609'CURB.
 KU4609'THE LOCATION TIES ARE 73.5 FEET (22.4 M) FROM THE WESTERLY CATCH
 KU4609'BASIN, 76.4 FEET (23.3 M) FROM THE EASTERLY CATCH BASIN AND 41.7 FEET
 KU4609'(12.7 M) FROM THE WATER VALVE IN KENNETH COURT.
 KU4609
 KU4609                          STATION RECOVERY (1991)
 KU4609
 KU4609'RECOVERED 1991
 KU4609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4595 ***********************************************************************
 KU4595  DESIGNATION -  03E 20N
 KU4595  PID         -  KU4595
 KU4595  STATE/COUNTY-  NY/NASSAU
 KU4595  USGS QUAD   -  SEA CLIFF (1979)
 KU4595
 KU4595                         *CURRENT SURVEY CONTROL
 KU4595  ___________________________________________________________________
 KU4595* NAD 83(1996)-  40 50 38.63201(N)    073 43 13.75014(W)     ADJUSTED  
 KU4595* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 KU4595  ___________________________________________________________________
 KU4595  X           -   1,354,502.430 (meters)                     COMP
 KU4595  Y           -  -4,638,192.624 (meters)                     COMP
 KU4595  Z           -   4,149,331.237 (meters)                     COMP
 KU4595  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KU4595  ELLIP HEIGHT-         -11.01  (meters)          (12/03/02) GPS OBS
 KU4595  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU4595
 KU4595  HORZ ORDER  -  FIRST
 KU4595  ELLP ORDER  -  FOURTH    CLASS II
 KU4595
 KU4595.The horizontal coordinates were established by GPS observations
 KU4595.and adjusted by the National Geodetic Survey in January 1999..
 KU4595
 KU4595.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4595
 KU4595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4595
 KU4595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4595
 KU4595.The ellipsoidal height was determined by GPS observations
 KU4595.and is referenced to NAD 83.
 KU4595
 KU4595.The geoid height was determined by GEOID03.
 KU4595
 KU4595;                    North         East     Units Scale Factor Converg.
 KU4595;SPC NY L     -    75,260.217   323,572.126   MT  0.99999491   +0 10 58.2
 KU4595;SPC NY L     -   246,916.23  1,061,586.22   sFT  0.99999491   +0 10 58.2
 KU4595;SPC NY E     -   223,524.725   215,732.591   MT  0.99995316   +0 30 35.4
 KU4595;SPC NY E     -   733,347.37    707,782.68   sFT  0.99995316   +0 30 35.4
 KU4595;UTM  18      - 4,522,234.716   607,863.601   MT  0.99974320   +0 50 12.8
 KU4595
 KU4595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4595!SPC NY L     -   1.00000173  x   0.99999491  =   0.99999664
 KU4595!SPC NY E     -   1.00000173  x   0.99995316  =   0.99995489
 KU4595!UTM  18      -   1.00000173  x   0.99974320  =   0.99974493
 KU4595
 KU4595|---------------------------------------------------------------------|
 KU4595| PID    Reference Object                     Distance      Geod. Az  |
 KU4595|                                                           dddmmss.s |
 KU4595| KU4610 03E 20N AZ                          377.105 METERS 17134     |
 KU4595|---------------------------------------------------------------------|
 KU4595
 KU4595                          SUPERSEDED SURVEY CONTROL
 KU4595
 KU4595  ELLIP H (09/01/99)  -11.01   (m)                       GP(       ) 4 1
 KU4595  NAD 83(1996)-  40 50 38.63500(N)    073 43 13.74907(W) AD(       ) 1
 KU4595  NAD 83(1992)-  40 50 38.63485(N)    073 43 13.74889(W) AD(       ) 1
 KU4595  NAD 83(1986)-  40 50 38.63534(N)    073 43 13.75058(W) AD(       ) 1
 KU4595  NGVD 29 (03/24/92)   20.5    (m)           67.     (f) GPS OBS        
 KU4595
 KU4595.Superseded values are not recommended for survey control.
 KU4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4595.See file dsdata.txt to determine how the superseded data were derived.
 KU4595
 KU4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0786422235(NAD 83)
 KU4595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4595_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4595_STAMPING: 03E20N
 KU4595_MARK LOGO: NYDPW 
 KU4595_PROJECTION: RECESSED 8 CENTIMETERS
 KU4595_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4595+STABILITY: POSITION/ELEVATION WELL
 KU4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4595+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4595_ROD/PIPE-DEPTH: 19.7 meters
 KU4595_SLEEVE-DEPTH  : 1.52 meters
 KU4595
 KU4595  HISTORY     - Date     Condition        Report By
 KU4595  HISTORY     - 1989     MONUMENTED       SBAS
 KU4595  HISTORY     - 19910201 GOOD
 KU4595
 KU4595                          STATION DESCRIPTION
 KU4595
 KU4595'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4595'THE POINT IS LOCATED IN MANORHAVEN, TOWN OF NORTH HEMPSTEAD, 1341 FEET
 KU4595'(408.7 M) NORTH OF THE CENTERLINE OF MANORHAVEN BOULEVARD AND 20 FEET
 KU4595'(6.1 M) WEST OF THE CENTERLINE OF MARWOOD NORTH ROAD,IN THE GRASS
 KU4595'AREA BEHIND THE CURB.
 KU4595'THE LOCATION TIES ARE 34.4 FEET (10.5 M) FROM THE SOUTH EAST CORNER OF
 KU4595'HOUSE NUMBER 45, 82.1 FEET (25.0 M) FROM THE HYDRANT AND 71.2 FEET
 KU4595'(21.7 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER
 KU4595'12.
 KU4595
 KU4595                          STATION RECOVERY (1991)
 KU4595
 KU4595'RECOVERED 1991
 KU4595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4610 ***********************************************************************
 KU4610  DESIGNATION -  03E 20N AZ
 KU4610  PID         -  KU4610
 KU4610  STATE/COUNTY-  NY/NASSAU
 KU4610  USGS QUAD   -  SEA CLIFF (1979)
 KU4610
 KU4610                         *CURRENT SURVEY CONTROL
 KU4610  ___________________________________________________________________
 KU4610* NAD 83(1996)-  40 50 26.53922(N)    073 43 11.39051(W)     ADJUSTED  
 KU4610* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 KU4610  ___________________________________________________________________
 KU4610  X           -   1,354,622.267 (meters)                     COMP
 KU4610  Y           -  -4,638,405.782 (meters)                     COMP
 KU4610  Z           -   4,149,044.065 (meters)                     COMP
 KU4610  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KU4610  ELLIP HEIGHT-         -18.61  (meters)          (12/03/02) GPS OBS
 KU4610  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4610
 KU4610  HORZ ORDER  -  FIRST
 KU4610  ELLP ORDER  -  FOURTH    CLASS II
 KU4610
 KU4610.The horizontal coordinates were established by GPS observations
 KU4610.and adjusted by the National Geodetic Survey in January 1999..
 KU4610
 KU4610.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4610
 KU4610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4610
 KU4610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4610
 KU4610.The ellipsoidal height was determined by GPS observations
 KU4610.and is referenced to NAD 83.
 KU4610
 KU4610.The geoid height was determined by GEOID03.
 KU4610
 KU4610;                    North         East     Units Scale Factor Converg.
 KU4610;SPC NY L     -    74,887.365   323,628.595   MT  0.99999491   +0 10 59.7
 KU4610;SPC NY L     -   245,692.96  1,061,771.48   sFT  0.99999491   +0 10 59.7
 KU4610;SPC NY E     -   223,152.217   215,791.184   MT  0.99995326   +0 30 36.8
 KU4610;SPC NY E     -   732,125.23    707,974.91   sFT  0.99995326   +0 30 36.8
 KU4610;UTM  18      - 4,521,862.627   607,924.307   MT  0.99974336   +0 50 14.1
 KU4610
 KU4610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4610!SPC NY L     -   1.00000292  x   0.99999491  =   0.99999783
 KU4610!SPC NY E     -   1.00000292  x   0.99995326  =   0.99995618
 KU4610!UTM  18      -   1.00000292  x   0.99974336  =   0.99974628
 KU4610
 KU4610|---------------------------------------------------------------------|
 KU4610| PID    Reference Object                     Distance      Geod. Az  |
 KU4610|                                                           dddmmss.s |
 KU4610| KU4595 03E 20N                             377.105 METERS 35134     |
 KU4610|---------------------------------------------------------------------|
 KU4610
 KU4610                          SUPERSEDED SURVEY CONTROL
 KU4610
 KU4610  ELLIP H (09/01/99)  -18.61   (m)                       GP(       ) 4 1
 KU4610  NAD 83(1996)-  40 50 26.54220(N)    073 43 11.38944(W) AD(       ) 1
 KU4610  NAD 83(1992)-  40 50 26.54205(N)    073 43 11.38925(W) AD(       ) 1
 KU4610  NAD 83(1986)-  40 50 26.54244(N)    073 43 11.39109(W) AD(       ) 1
 KU4610  NGVD 29 (03/24/92)   12.9    (m)           42.     (f) GPS OBS        
 KU4610
 KU4610.Superseded values are not recommended for survey control.
 KU4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4610.See file dsdata.txt to determine how the superseded data were derived.
 KU4610
 KU4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0792421863(NAD 83)
 KU4610_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4610_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4610_STAMPING: 03E20NAZ
 KU4610_MARK LOGO: NYDPW 
 KU4610_PROJECTION: RECESSED 8 CENTIMETERS
 KU4610_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4610+STABILITY: POSITION/ELEVATION WELL
 KU4610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4610+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4610_ROD/PIPE-DEPTH: 5.76 meters
 KU4610_SLEEVE-DEPTH  : 1.52 meters
 KU4610
 KU4610  HISTORY     - Date     Condition        Report By
 KU4610  HISTORY     - 1989     MONUMENTED       SBAS
 KU4610  HISTORY     - 19910201 GOOD
 KU4610
 KU4610                          STATION DESCRIPTION
 KU4610
 KU4610'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4610'THE POINT IS LOCATED IN MANORHAVEN, TOWN OF NORTH HEMPSTEAD, 111 FEET
 KU4610'(33.8 M) NORTH OF THE CENTERLINE OF MANORHAVEN ROAD AND 22 FEET
 KU4610'(6.7 M) WEST OF THE CENTERLINE OF MARWOOD NORTH ROAD,IN THE CONCRETE
 KU4610'SIDEWALK.
 KU4610'THE LOCATION TIES ARE 42.0 FEET (12.8 M) FROM THE UTILITY POLE NUMBER
 KU4610'1, 16.9 FEET (5.2 M) FROM THE WATER SERVICE VALVE FOR HOUSE NUMBER 7
 KU4610'AND 22.5 FEET (6.9 M) FROM THE SOUTH EAST CORNER OF THE CHAIN LINK
 KU4610'FENCE OF HOUSE NUMBER 7.
 KU4610
 KU4610                          STATION RECOVERY (1991)
 KU4610
 KU4610'RECOVERED 1991
 KU4610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4596 ***********************************************************************
 KU4596  DESIGNATION -  03E 21N
 KU4596  PID         -  KU4596
 KU4596  STATE/COUNTY-  NY/NASSAU
 KU4596  USGS QUAD   -  SEA CLIFF (1979)
 KU4596
 KU4596                         *CURRENT SURVEY CONTROL
 KU4596  ___________________________________________________________________
 KU4596* NAD 83(1996)-  40 51 42.87847(N)    073 43 43.30789(W)     ADJUSTED  
 KU4596* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KU4596  ___________________________________________________________________
 KU4596  X           -   1,353,471.012 (meters)                     COMP
 KU4596  Y           -  -4,637,130.151 (meters)                     COMP
 KU4596  Z           -   4,150,819.389 (meters)                     COMP
 KU4596  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KU4596  ELLIP HEIGHT-         -27.66  (meters)          (12/03/02) GPS OBS
 KU4596  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4596
 KU4596  HORZ ORDER  -  FIRST
 KU4596  ELLP ORDER  -  FOURTH    CLASS II
 KU4596
 KU4596.The horizontal coordinates were established by GPS observations
 KU4596.and adjusted by the National Geodetic Survey in January 1999..
 KU4596
 KU4596.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4596
 KU4596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4596
 KU4596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4596
 KU4596.The ellipsoidal height was determined by GPS observations
 KU4596.and is referenced to NAD 83.
 KU4596
 KU4596.The geoid height was determined by GEOID03.
 KU4596
 KU4596;                    North         East     Units Scale Factor Converg.
 KU4596;SPC NY L     -    77,239.864   322,873.579   MT  0.99999492   +0 10 38.8
 KU4596;SPC NY L     -   253,411.12  1,059,294.40   sFT  0.99999492   +0 10 38.8
 KU4596;SPC NY E     -   225,500.268   215,022.784   MT  0.99995202   +0 30 16.7
 KU4596;SPC NY E     -   739,828.80    705,453.92   sFT  0.99995202   +0 30 16.7
 KU4596;UTM  18      - 4,524,205.760   607,142.678   MT  0.99974129   +0 49 54.5
 KU4596
 KU4596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4596!SPC NY L     -   1.00000434  x   0.99999492  =   0.99999926
 KU4596!SPC NY E     -   1.00000434  x   0.99995202  =   0.99995636
 KU4596!UTM  18      -   1.00000434  x   0.99974129  =   0.99974563
 KU4596
 KU4596|---------------------------------------------------------------------|
 KU4596| PID    Reference Object                     Distance      Geod. Az  |
 KU4596|                                                           dddmmss.s |
 KU4596| KU4611 03E 21N AZ                          202.981 METERS 00114     |
 KU4596|---------------------------------------------------------------------|
 KU4596
 KU4596                          SUPERSEDED SURVEY CONTROL
 KU4596
 KU4596  ELLIP H (09/01/99)  -27.65   (m)                       GP(       ) 4 1
 KU4596  NAD 83(1996)-  40 51 42.88144(N)    073 43 43.30682(W) AD(       ) 1
 KU4596  NAD 83(1992)-  40 51 42.88130(N)    073 43 43.30662(W) AD(       ) 1
 KU4596  NAD 83(1986)-  40 51 42.88166(N)    073 43 43.30858(W) AD(       ) 1
 KU4596  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4596
 KU4596.Superseded values are not recommended for survey control.
 KU4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4596.See file dsdata.txt to determine how the superseded data were derived.
 KU4596
 KU4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0714324206(NAD 83)
 KU4596_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4596_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4596_STAMPING: 03E21N
 KU4596_MARK LOGO: NYDPW 
 KU4596_PROJECTION: RECESSED 8 CENTIMETERS
 KU4596_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4596+STABILITY: POSITION/ELEVATION WELL
 KU4596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4596+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4596_ROD/PIPE-DEPTH: 20.6 meters
 KU4596_SLEEVE-DEPTH  : 1.52 meters
 KU4596
 KU4596  HISTORY     - Date     Condition        Report By
 KU4596  HISTORY     - 1989     MONUMENTED       SBAS
 KU4596  HISTORY     - 19910201 GOOD
 KU4596
 KU4596                          STATION DESCRIPTION
 KU4596
 KU4596'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4596'THE POINT IS LOCATED IN SANDS POINT, TOWN OF NORTH HEMPSTEAD, 5 FEET
 KU4596'(1.5 M) NORTH WEST OF THE CENTERLINE OF LIGHTHOUSE ROAD AND 250 FEET
 KU4596'(76.2 M) NORTH EAST OF THE CENTERLINE OF SEAMANS ROAD,IN THE PAVED
 KU4596'ROADWAY.
 KU4596'THE LOCATION TIES ARE 33.5 FEET (10.2 M) FROM THE NEW YORK TELEPHONE
 KU4596'UTILITY POLE NUMBER 14, 217.8 FEET (66.4 M) FROM THE HYDRANT AND
 KU4596'120.2 FEET (36.6 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER
 KU4596'13.
 KU4596
 KU4596                          STATION RECOVERY (1991)
 KU4596
 KU4596'RECOVERED 1991
 KU4596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4611 ***********************************************************************
 KU4611  DESIGNATION -  03E 21N AZ
 KU4611  PID         -  KU4611
 KU4611  STATE/COUNTY-  NY/NASSAU
 KU4611  USGS QUAD   -  SEA CLIFF (1979)
 KU4611
 KU4611                         *CURRENT SURVEY CONTROL
 KU4611  ___________________________________________________________________
 KU4611* NAD 83(1996)-  40 51 49.45706(N)    073 43 43.12142(W)     ADJUSTED  
 KU4611* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 KU4611  ___________________________________________________________________
 KU4611  X           -   1,353,438.352 (meters)                     COMP
 KU4611  Y           -  -4,637,002.668 (meters)                     COMP
 KU4611  Z           -   4,150,973.936 (meters)                     COMP
 KU4611  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 KU4611  ELLIP HEIGHT-         -26.02  (meters)          (12/03/02) GPS OBS
 KU4611  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU4611
 KU4611  HORZ ORDER  -  FIRST
 KU4611  ELLP ORDER  -  FOURTH    CLASS II
 KU4611
 KU4611.The horizontal coordinates were established by GPS observations
 KU4611.and adjusted by the National Geodetic Survey in January 1999..
 KU4611
 KU4611.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4611
 KU4611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4611
 KU4611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4611
 KU4611.The ellipsoidal height was determined by GPS observations
 KU4611.and is referenced to NAD 83.
 KU4611
 KU4611.The geoid height was determined by GEOID03.
 KU4611
 KU4611;                    North         East     Units Scale Factor Converg.
 KU4611;SPC NY L     -    77,442.809   322,877.317   MT  0.99999493   +0 10 39.0
 KU4611;SPC NY L     -   254,076.95  1,059,306.66   sFT  0.99999493   +0 10 39.0
 KU4611;SPC NY E     -   225,703.223   215,025.363   MT  0.99995203   +0 30 16.9
 KU4611;SPC NY E     -   740,494.66    705,462.38   sFT  0.99995203   +0 30 16.9
 KU4611;UTM  18      - 4,524,408.683   607,144.098   MT  0.99974129   +0 49 54.8
 KU4611
 KU4611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4611!SPC NY L     -   1.00000408  x   0.99999493  =   0.99999901
 KU4611!SPC NY E     -   1.00000408  x   0.99995203  =   0.99995611
 KU4611!UTM  18      -   1.00000408  x   0.99974129  =   0.99974537
 KU4611
 KU4611|---------------------------------------------------------------------|
 KU4611| PID    Reference Object                     Distance      Geod. Az  |
 KU4611|                                                           dddmmss.s |
 KU4611| KU4596 03E 21N                             202.981 METERS 18114     |
 KU4611|---------------------------------------------------------------------|
 KU4611
 KU4611                          SUPERSEDED SURVEY CONTROL
 KU4611
 KU4611  ELLIP H (09/01/99)  -26.02   (m)                       GP(       ) 4 1
 KU4611  NAD 83(1996)-  40 51 49.46003(N)    073 43 43.12035(W) AD(       ) 1
 KU4611  NAD 83(1992)-  40 51 49.45988(N)    073 43 43.12016(W) AD(       ) 1
 KU4611  NAD 83(1986)-  40 51 49.46021(N)    073 43 43.12213(W) AD(       ) 1
 KU4611  NGVD 29 (03/24/92)    5.4    (m)           18.     (f) GPS OBS        
 KU4611
 KU4611.Superseded values are not recommended for survey control.
 KU4611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4611.See file dsdata.txt to determine how the superseded data were derived.
 KU4611
 KU4611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0714424409(NAD 83)
 KU4611_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4611_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4611_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4611_STAMPING: 03E21NAZ
 KU4611_MARK LOGO: NYDPW 
 KU4611_PROJECTION: RECESSED 8 CENTIMETERS
 KU4611_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4611+STABILITY: POSITION/ELEVATION WELL
 KU4611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4611+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4611_ROD/PIPE-DEPTH: 20.6 meters
 KU4611_SLEEVE-DEPTH  : 1.52 meters
 KU4611
 KU4611  HISTORY     - Date     Condition        Report By
 KU4611  HISTORY     - 1989     MONUMENTED       SBAS
 KU4611  HISTORY     - 19910201 GOOD
 KU4611
 KU4611                          STATION DESCRIPTION
 KU4611
 KU4611'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4611'THE POINT IS LOCATED IN SANDS POINT, TOWN OF NORTH HEMPSTEAD, 7 FEET
 KU4611'(2.1 M) SOUTH EAST OF THE CENTERLINE OF LIGHTHOUSE ROAD AND 970 FEET
 KU4611'(295.7 M) NORTH EAST OF THE CENTERLINE OF SEAMANS ROAD,IN THE PAVED
 KU4611'ROADWAY.
 KU4611'THE LOCATION TIES ARE 70.7 FEET (21.5 M) FROM THE LONG ISLAND LIGHTING
 KU4611'COMPANY UTILITY POLE NUMBER 21, 12.2 FEET (3.7 M) FROM THE 20 MAPLE
 KU4611'TREE AND 32.6 FEET (9.9 M) FROM THE HYDRANT.
 KU4611
 KU4611                          STATION RECOVERY (1991)
 KU4611
 KU4611'RECOVERED 1991
 KU4611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4538 ***********************************************************************
 KU4538  DESIGNATION -  04 E 02 N
 KU4538  PID         -  KU4538
 KU4538  STATE/COUNTY-  NY/NASSAU
 KU4538  USGS QUAD   -  LAWRENCE (1979)
 KU4538
 KU4538                         *CURRENT SURVEY CONTROL
 KU4538  ___________________________________________________________________
 KU4538* NAD 83(1996)-  40 35 12.04106(N)    073 42 34.17378(W)     ADJUSTED  
 KU4538* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 KU4538  ___________________________________________________________________
 KU4538  X           -   1,360,618.228 (meters)                     COMP
 KU4538  Y           -  -4,655,814.780 (meters)                     COMP
 KU4538  Z           -   4,127,654.895 (meters)                     COMP
 KU4538  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KU4538  ELLIP HEIGHT-         -29.67  (meters)          (12/03/02) GPS OBS
 KU4538  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU4538
 KU4538  HORZ ORDER  -  FIRST
 KU4538  VERT ORDER  -  THIRD (See Below)
 KU4538  ELLP ORDER  -  FOURTH    CLASS II
 KU4538
 KU4538.The horizontal coordinates were established by GPS observations
 KU4538.and adjusted by the National Geodetic Survey in January 1999..
 KU4538
 KU4538.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4538.The vertical order pertains to the NGVD 29 superseded value.
 KU4538
 KU4538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4538
 KU4538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4538
 KU4538.The ellipsoidal height was determined by GPS observations
 KU4538.and is referenced to NAD 83.
 KU4538
 KU4538.The geoid height was determined by GEOID03.
 KU4538
 KU4538;                    North         East     Units Scale Factor Converg.
 KU4538;SPC NY L     -    46,681.086   324,594.018   MT  1.00000541   +0 11 24.1
 KU4538;SPC NY L     -   153,152.86  1,064,938.87   sFT  1.00000541   +0 11 24.1
 KU4538;UTM  18      - 4,493,676.302   609,210.231   MT  0.99974681   +0 50 22.9
 KU4538
 KU4538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4538!SPC NY L     -   1.00000465  x   1.00000541  =   1.00001006
 KU4538!UTM  18      -   1.00000465  x   0.99974681  =   0.99975146
 KU4538
 KU4538|---------------------------------------------------------------------|
 KU4538| PID    Reference Object                     Distance      Geod. Az  |
 KU4538|                                                           dddmmss.s |
 KU4538| KU4628 04E 02N AZ                          128.245 METERS 08929     |
 KU4538|---------------------------------------------------------------------|
 KU4538
 KU4538                          SUPERSEDED SURVEY CONTROL
 KU4538
 KU4538  ELLIP H (09/01/99)  -29.67   (m)                       GP(       ) 4 1
 KU4538  NAD 83(1986)-  40 35 12.04484(N)    073 42 34.17224(W) AD(       ) 1
 KU4538  NGVD 29 (03/24/92)    2.70   (m)            8.9    (f) LEVELING    3  
 KU4538
 KU4538.Superseded values are not recommended for survey control.
 KU4538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4538.See file dsdata.txt to determine how the superseded data were derived.
 KU4538
 KU4538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0921093676(NAD 83)
 KU4538_MARKER: DD = SURVEY DISK
 KU4538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4538_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4538_STAMPING: 04E02N
 KU4538_MARK LOGO: NY-059
 KU4538_PROJECTION: RECESSED 8 CENTIMETERS
 KU4538_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4538+STABILITY: POSITION/ELEVATION WELL
 KU4538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4538+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 KU4538_ROD/PIPE-DEPTH: 20.6 meters
 KU4538_SLEEVE-DEPTH  : 1.52 meters
 KU4538
 KU4538  HISTORY     - Date     Condition        Report By
 KU4538  HISTORY     - 1989     MONUMENTED       SBAS
 KU4538  HISTORY     - 19900108 GOOD
 KU4538
 KU4538                          STATION DESCRIPTION
 KU4538
 KU4538'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4538'THE POINT IS LOCATED IN ATLANTIC BEACH, TOWN OF NORTH HEMPSTEAD, 30
 KU4538'FEET (9.1 M) SOUTH OF THE CENTERLINE OF BEECH STREET AND 465 FEET
 KU4538'(141.7 M) EAST OF THE CENTERLINE ON SCOTT PLACE,IN THE GRASS AREA
 KU4538'BEHIND THE CURB.  THE LOCATION TIES ARE 65.9 FEET (20.1 M) FROM THE
 KU4538'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 75, 89.7 FEET (27.3
 KU4538'M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 9 AND
 KU4538'77.3 FEET (23.6 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE
 KU4538'NUMBER 8.
 KU4538
 KU4538                          STATION RECOVERY (1990)
 KU4538
 KU4538'RECOVERED 1990
 KU4538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4539 ***********************************************************************
 KU4539  DESIGNATION -  04 E 16 N
 KU4539  PID         -  KU4539
 KU4539  STATE/COUNTY-  NY/NASSAU
 KU4539  USGS QUAD   -  SEA CLIFF (1979)
 KU4539
 KU4539                         *CURRENT SURVEY CONTROL
 KU4539  ___________________________________________________________________
 KU4539* NAD 83(1996)-  40 47 02.78467(N)    073 42 32.21090(W)     ADJUSTED  
 KU4539* NAVD 88     -        44.939  (meters)     147.44   (feet)  ADJUSTED  
 KU4539  ___________________________________________________________________
 KU4539  X           -   1,356,662.495 (meters)                     COMP
 KU4539  Y           -  -4,642,114.832 (meters)                     COMP
 KU4539  Z           -   4,144,308.103 (meters)                     COMP
 KU4539  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KU4539  ELLIP HEIGHT-          13.63  (meters)          (12/03/02) GPS OBS
 KU4539  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4539  DYNAMIC HT  -          44.923 (meters)     147.38  (feet)  COMP
 KU4539  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 KU4539
 KU4539  HORZ ORDER  -  FIRST
 KU4539  VERT ORDER  -  THIRD
 KU4539  ELLP ORDER  -  FOURTH    CLASS II
 KU4539
 KU4539.The horizontal coordinates were established by GPS observations
 KU4539.and adjusted by the National Geodetic Survey in January 1999..
 KU4539
 KU4539.The orthometric height was determined by differential leveling
 KU4539.and adjusted by the National Geodetic Survey in August 1995..
 KU4539
 KU4539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4539
 KU4539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4539
 KU4539.The ellipsoidal height was determined by GPS observations
 KU4539.and is referenced to NAD 83.
 KU4539
 KU4539.The geoid height was determined by GEOID03.
 KU4539
 KU4539.The dynamic height is computed by dividing the NAVD 88
 KU4539.geopotential number by the normal gravity value computed on the
 KU4539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4539.degrees latitude (g = 980.6199 gals.).
 KU4539
 KU4539.The modeled gravity was interpolated from observed gravity values.
 KU4539
 KU4539;                    North         East     Units Scale Factor Converg.
 KU4539;SPC NY L     -    68,605.145   324,567.332   MT  0.99999556   +0 11 25.3
 KU4539;SPC NY L     -   225,082.05  1,064,851.32   sFT  0.99999556   +0 11 25.3
 KU4539;SPC NY E     -   216,875.709   216,765.683   MT  0.99995485   +0 31 00.3
 KU4539;SPC NY E     -   711,533.06    711,172.08   sFT  0.99995485   +0 31 00.3
 KU4539;UTM  18      - 4,515,593.093   608,934.384   MT  0.99974606   +0 50 36.3
 KU4539
 KU4539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4539!SPC NY L     -   0.99999786  x   0.99999556  =   0.99999342
 KU4539!SPC NY E     -   0.99999786  x   0.99995485  =   0.99995271
 KU4539!UTM  18      -   0.99999786  x   0.99974606  =   0.99974392
 KU4539
 KU4539|---------------------------------------------------------------------|
 KU4539| PID    Reference Object                     Distance      Geod. Az  |
 KU4539|                                                           dddmmss.s |
 KU4539| KU4640 04E 16N AZ                          167.987 METERS 17411     |
 KU4539|---------------------------------------------------------------------|
 KU4539
 KU4539                          SUPERSEDED SURVEY CONTROL
 KU4539
 KU4539  ELLIP H (09/01/99)   13.63   (m)                       GP(       ) 4 1
 KU4539  NAD 83(1996)-  40 47 02.78770(N)    073 42 32.20980(W) AD(       ) 1
 KU4539  NAD 83(1992)-  40 47 02.78757(N)    073 42 32.20962(W) AD(       ) 1
 KU4539  NAD 83(1986)-  40 47 02.78779(N)    073 42 32.21117(W) AD(       ) 1
 KU4539  NGVD 29 (03/24/92)   45.27   (m)          148.5    (f) LEVELING    3  
 KU4539
 KU4539.Superseded values are not recommended for survey control.
 KU4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4539.See file dsdata.txt to determine how the superseded data were derived.
 KU4539
 KU4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0893415593(NAD 83)
 KU4539_MARKER: DD = SURVEY DISK
 KU4539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4539_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4539_STAMPING: 04E16N
 KU4539_MARK LOGO: NY-059
 KU4539_PROJECTION: RECESSED 8 CENTIMETERS
 KU4539_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4539+STABILITY: POSITION/ELEVATION WELL
 KU4539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4539+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 KU4539_ROD/PIPE-DEPTH: 13.3 meters
 KU4539_SLEEVE-DEPTH  : 1.52 meters
 KU4539
 KU4539  HISTORY     - Date     Condition        Report By
 KU4539  HISTORY     - 1989     MONUMENTED       SBAS
 KU4539  HISTORY     - 19900117 GOOD
 KU4539  HISTORY     - 20060627 GOOD             NYDT
 KU4539
 KU4539                          STATION DESCRIPTION
 KU4539
 KU4539'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4539'THE POINT IS LOCATED IN THOMASTON, TOWN OF NORTH HEMPSTEAD, 28 FEET
 KU4539'(8.5 M) NORTH OF THE CENTERLINE OF CHERRYBROOK PLACE AND 18 FEET (5.5
 KU4539'M) EAST OF THE CENTERLINE OF ALLEN DRIVE,IN THE CONCRETE SIDEWALK.
 KU4539'THE LOCATION TIES ARE 7.8 FEET (2.4 M) FROM THE MANHOLE, 22.4 FEET
 KU4539'(6.8 M) FROM THE SEWER MANHOLE AND 9.5 FEET (2.9 M) FROM THE CATCH
 KU4539'BASIN.
 KU4539
 KU4539                          STATION RECOVERY (1990)
 KU4539
 KU4539'RECOVERED 1990
 KU4539'RECOVERED IN GOOD CONDITION.
 KU4539
 KU4539                          STATION RECOVERY (2006)
 KU4539
 KU4539'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU4539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1462 ***********************************************************************
 OF1462  DESIGNATION -  040 NYGS 1969
 OF1462  PID         -  OF1462
 OF1462  STATE/COUNTY-  NY/MONROE
 OF1462  USGS QUAD   -  FAIRPORT (1978)
 OF1462
 OF1462                         *CURRENT SURVEY CONTROL
 OF1462  ___________________________________________________________________
 OF1462* NAD 83(1996)-  43 02 52.22406(N)    077 29 56.56581(W)     ADJUSTED  
 OF1462* NAVD 88     -       140.84   (+/-2cm)     462.1    (feet)  VERTCON   
 OF1462  ___________________________________________________________________
 OF1462  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 OF1462  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OF1462
 OF1462  HORZ ORDER  -  SECOND
 OF1462  VERT ORDER  -  THIRD ? (See Below)
 OF1462
 OF1462.The horizontal coordinates were established by classical geodetic methods
 OF1462.and adjusted by the National Geodetic Survey in January 1999..
 OF1462
 OF1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1462.The vertical order pertains to the NGVD 29 superseded value.
 OF1462
 OF1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1462
 OF1462.The geoid height was determined by GEOID03.
 OF1462
 OF1462;                    North         East     Units Scale Factor Converg.
 OF1462;SPC NY W     -   339,055.019   438,340.057   MT  1.00003347   +0 44 24.7
 OF1462;SPC NY W     - 1,112,383.01  1,438,120.67   sFT  1.00003347   +0 44 24.7
 OF1462;SPC NY C     -   338,891.375   175,394.294   MT  1.00000595   -0 37 30.4
 OF1462;SPC NY C     - 1,111,846.12    575,439.45   sFT  1.00000595   -0 37 30.4
 OF1462;UTM  18      - 4,769,158.368   296,460.476   MT  1.00010967   -1 42 23.2
 OF1462
 OF1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1462!SPC NY W     -   0.99998344  x   1.00003347  =   1.00001691
 OF1462!SPC NY C     -   0.99998344  x   1.00000595  =   0.99998939
 OF1462!UTM  18      -   0.99998344  x   1.00010967  =   1.00009311
 OF1462
 OF1462:                Primary Azimuth Mark                     Grid Az
 OF1462:SPC NY W     -  WILLIAMS                                 200 32 19.5
 OF1462:SPC NY C     -  WILLIAMS                                 201 54 14.6
 OF1462:UTM  18      -  WILLIAMS                                 202 59 07.4
 OF1462
 OF1462|---------------------------------------------------------------------|
 OF1462| PID    Reference Object                     Distance      Geod. Az  |
 OF1462|                                                           dddmmss.s |
 OF1462| OF2029 WILLIAMS                            APPROX. 1.2 KM 2011644.2 |
 OF1462|---------------------------------------------------------------------|
 OF1462
 OF1462                          SUPERSEDED SURVEY CONTROL
 OF1462
 OF1462  NAD 83(1986)-  43 02 52.23236(N)    077 29 56.56349(W) AD(       ) 2
 OF1462  NAD 27      -  43 02 52.00164(N)    077 29 57.56153(W) AD(       ) 2
 OF1462  NGVD 29 (07/19/86)  141.01   (m)          462.6    (f) LEVELING    3  
 OF1462
 OF1462.Superseded values are not recommended for survey control.
 OF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1462.See file dsdata.txt to determine how the superseded data were derived.
 OF1462
 OF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9646069158(NAD 83)
 OF1462_MARKER: DD = SURVEY DISK
 OF1462_SETTING: 0 = UNSPECIFIED SETTING
 OF1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1462
 OF1462  HISTORY     - Date     Condition        Report By
 OF1462  HISTORY     - 1935     MONUMENTED       NYGS
 OF1462  HISTORY     - 1969     GOOD             CGS
 OF1462  HISTORY     - 1973     GOOD             NY-055
 OF1462  HISTORY     - 1977     GOOD             NY-055
 OF1462  HISTORY     - 19910406 GOOD             USPSQD
 OF1462  HISTORY     - 19950905 GOOD             USPSQD
 OF1462
 OF1462                          STATION DESCRIPTION
 OF1462
 OF1462'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1462'IN PITTSFORD, 0.07 MILE NORTH OF VAN VOORHIS ROAD, 25 FEET EAST OF
 OF1462'CENTER LINE OF EAST STREET, 61.5 FEET NORTHWEST OF SOUTHWEST
 OF1462'CORNER OF THE HOMER VAN VOORHIS HOUSE, 57.5 FEET NORTHWEST OF
 OF1462'NORTHWEST CORNER OF HOUSE, 14.6 FEET SOUTHWEST OF MOST NORTHERLY
 OF1462'OF FIVE 14-INCH MAPLES, AND 8.5 FEET NORTHWEST OF SECOND TREE
 OF1462'FROM NORTH END OF ROW BETWEEN POLES 4 AND 5.  STATION IS A U.S.C.
 OF1462'AND GS AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF1462'GROUND.
 OF1462
 OF1462                          STATION RECOVERY (1969)
 OF1462
 OF1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1462'ORIGINAL DESCRIPTION INADEQUATE NEW DESCRIPTION AS FOLLOWS.
 OF1462'
 OF1462'IN PITTSFORD, ALONG EAST STREET.
 OF1462'
 OF1462'0.07 MILE NORTH OF VAN VOORHIS ROAD.
 OF1462'
 OF1462'0.6 MILE NORTH NORTHEAST OF STATION WILLIAMS 1969.
 OF1462'
 OF1462'23.9 FEET EAST OF CENTER OF EAST STREET IN FRONT OF HOUSE 430.
 OF1462'
 OF1462'49.2 FEET WEST OF NORTHWEST CORNER OF PORCH.
 OF1462'
 OF1462'66.7 FEET NORTH OF CENTERLINE OF DRIVEWAY.
 OF1462'
 OF1462'61.6 FEET NORTHWEST OF SOUTHWEST CORNER OF PORCH.
 OF1462'
 OF1462'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1462'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1462
 OF1462                          STATION RECOVERY (1973)
 OF1462
 OF1462'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1462'A NEW DESCRIPTION FOLLOWS--
 OF1462'
 OF1462'IN THE TOWN OF PITTSFORD, ON THE E. SIDE OF EAST STREET (RT. 056),
 OF1462'AND 300 FT + OR - N. OF VAN VOORHIS ROAD
 OF1462'
 OF1462'23.9 FT E. OF CENTERLINE OF EAST ST.
 OF1462'
 OF1462'49.2 FT W. OF N.W. CORNER OF HOUSE 430
 OF1462'
 OF1462'61.6 FT N.W. OF S.W. CORNER OF HOUSE 430
 OF1462'
 OF1462'2.8 FT S.E. OF MONROE COUNTY WITNESS POST
 OF1462'
 OF1462'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1462'IN CONCRETE AT GRADE
 OF1462
 OF1462                          STATION RECOVERY (1977)
 OF1462
 OF1462'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1462'040 GOOD
 OF1462
 OF1462                          STATION RECOVERY (1991)
 OF1462
 OF1462'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1462'RECOVERED IN GOOD CONDITION.
 OF1462
 OF1462                          STATION RECOVERY (1995)
 OF1462
 OF1462'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2031 ***********************************************************************
 OF2031  DESIGNATION -  041 NYGS 1969
 OF2031  PID         -  OF2031
 OF2031  STATE/COUNTY-  NY/MONROE
 OF2031  USGS QUAD   -  PITTSFORD (1978)
 OF2031
 OF2031                         *CURRENT SURVEY CONTROL
 OF2031  ___________________________________________________________________
 OF2031* NAD 83(1996)-  43 02 22.32848(N)    077 30 06.23512(W)     ADJUSTED  
 OF2031* NAVD 88     -       179.25   (+/-2cm)     588.1    (feet)  VERTCON   
 OF2031  ___________________________________________________________________
 OF2031  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 OF2031  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OF2031
 OF2031  HORZ ORDER  -  SECOND
 OF2031  VERT ORDER  -  THIRD ? (See Below)
 OF2031
 OF2031.The horizontal coordinates were established by classical geodetic methods
 OF2031.and adjusted by the National Geodetic Survey in January 1999..
 OF2031
 OF2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2031.The vertical order pertains to the NGVD 29 superseded value.
 OF2031
 OF2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2031
 OF2031.The geoid height was determined by GEOID03.
 OF2031
 OF2031;                    North         East     Units Scale Factor Converg.
 OF2031;SPC NY W     -   338,129.684   438,133.113   MT  1.00003302   +0 44 17.7
 OF2031;SPC NY W     - 1,109,347.14  1,437,441.72   sFT  1.00003302   +0 44 17.7
 OF2031;SPC NY C     -   337,971.257   175,165.370   MT  1.00000637   -0 37 36.6
 OF2031;SPC NY C     - 1,108,827.37    574,688.38   sFT  1.00000637   -0 37 36.6
 OF2031;UTM  18      - 4,768,242.640   296,214.204   MT  1.00011091   -1 42 28.9
 OF2031
 OF2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2031!SPC NY W     -   0.99997741  x   1.00003302  =   1.00001043
 OF2031!SPC NY C     -   0.99997741  x   1.00000637  =   0.99998378
 OF2031!UTM  18      -   0.99997741  x   1.00011091  =   1.00008832
 OF2031
 OF2031:                Primary Azimuth Mark                     Grid Az
 OF2031:SPC NY W     -  042 NYGS 1969                            183 27 05.4
 OF2031:SPC NY C     -  042 NYGS 1969                            184 48 59.7
 OF2031:UTM  18      -  042 NYGS 1969                            185 53 52.0
 OF2031
 OF2031|---------------------------------------------------------------------|
 OF2031| PID    Reference Object                     Distance      Geod. Az  |
 OF2031|                                                           dddmmss.s |
 OF2031| OF2030 042 NYGS 1969                       APPROX. 0.6 KM 1841123.1 |
 OF2031| OF2029 WILLIAMS                            277.358 METERS 22926     |
 OF2031|---------------------------------------------------------------------|
 OF2031
 OF2031                          SUPERSEDED SURVEY CONTROL
 OF2031
 OF2031  NAD 83(1986)-  43 02 22.33674(N)    077 30 06.23273(W) AD(       ) 2
 OF2031  NAD 27      -  43 02 22.10939(N)    077 30 07.24721(W) AD(       ) 2
 OF2031  NGVD 29 (07/19/86)  179.42   (m)          588.6    (f) LEVELING    3  
 OF2031
 OF2031.Superseded values are not recommended for survey control.
 OF2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2031.See file dsdata.txt to determine how the superseded data were derived.
 OF2031
 OF2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9621468243(NAD 83)
 OF2031_MARKER: DD = SURVEY DISK
 OF2031_SETTING: 0 = UNSPECIFIED SETTING
 OF2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2031
 OF2031  HISTORY     - Date     Condition        Report By
 OF2031  HISTORY     - 1935     MONUMENTED       NYGS
 OF2031  HISTORY     - 1969     GOOD             CGS
 OF2031  HISTORY     - 1973     GOOD             NY-055
 OF2031  HISTORY     - 19920810 GOOD             USPSQD
 OF2031  HISTORY     - 19950905 GOOD             USPSQD
 OF2031
 OF2031                          STATION DESCRIPTION
 OF2031
 OF2031'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2031'IN PITTSFORD, 0.58 MILE SOUTH OF VAN VOORHIS ROAD, 25.6 FEET WEST
 OF2031'OF CENTER LINE OF EAST STREET, 208 FEET NORTH OF RANGE LINE OF
 OF2031'NORTH SIDE OF THE HOMER WILLIAMS HOUSE, 74.9 FEET SOUTHWEST OF
 OF2031'CORNER POST AT INTERSECTION OF RIGHT-OF-WAY WITH PROPERTY-LINE
 OF2031'FENCES ON EAST SIDE OF STREET, AND 3.1 FEET SOUTH OF TELEPHONE
 OF2031'POLE.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2031'DISK IN CONCRETE FLUSH WITH GROUND.
 OF2031
 OF2031                          STATION RECOVERY (1969)
 OF2031
 OF2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2031'ORIGINAL DESCRIPTION INADEQUATE NEW DESCRIPTION AS FOLLOWS.
 OF2031'
 OF2031'IN PITTSFORD ON EAST STREET,
 OF2031'
 OF2031'0.6 MILE SOUTH OF VAN VOORHIS ROAD.
 OF2031'
 OF2031'0.2 MILES NORTHEAST OF STATION WILLIAMS 1969.
 OF2031'
 OF2031'25.0 FEET WEST OF CENTERLINE.
 OF2031'
 OF2031'208.0 FEET NORTH OF RANGE LINE OF THE HOMER WILLIAMS HOUSE.
 OF2031'
 OF2031'82.5 FEET SOUTHWEST OF POLE RTC 127.
 OF2031'
 OF2031'2.5 FEET WEST OF WITNESS POST.
 OF2031'
 OF2031'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 OF2031'IN CONCRETE FLUSH WITH GROUND.
 OF2031
 OF2031                          STATION RECOVERY (1973)
 OF2031
 OF2031'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2031'A NEW DESCRIPTION FOLLOWS--
 OF2031'
 OF2031'IN THE TOWN OF PITTSFORD, ON THE WEST SIDE OF EAST STREET
 OF2031'(RT. 056), AND 0.6 MI. S OF VAN VOORHIS ROAD.
 OF2031'
 OF2031'25.0 FT W OF C.L. OF EAST STREET
 OF2031'
 OF2031'82.5 FT SW OF POLE RTC 127 ACROSS STREET
 OF2031'
 OF2031'174 FT 1 N OF HYDRANT
 OF2031'
 OF2031'0.8 FT E OF MONROE COUNTY WITNESS POST
 OF2031'
 OF2031'NOTE--STATION IS ALSO AZIMUTH MARK FOR WILLIAMS (C AND GS) 1969.
 OF2031'
 OF2031'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2031'IN CONCRETE POST.
 OF2031
 OF2031                          STATION RECOVERY (1992)
 OF2031
 OF2031'RECOVERY NOTE BY US POWER SQUADRON 1992 (MBM)
 OF2031'RECOVERED IN GOOD CONDITION.
 OF2031
 OF2031                          STATION RECOVERY (1995)
 OF2031
 OF2031'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2030 ***********************************************************************
 OF2030  DESIGNATION -  042 NYGS 1969
 OF2030  PID         -  OF2030
 OF2030  STATE/COUNTY-  NY/MONROE
 OF2030  USGS QUAD   -  PITTSFORD (1978)
 OF2030
 OF2030                         *CURRENT SURVEY CONTROL
 OF2030  ___________________________________________________________________
 OF2030* NAD 83(1996)-  43 02 04.26304(N)    077 30 08.03916(W)     ADJUSTED  
 OF2030* NAVD 88     -       172.91   (+/-2cm)     567.3    (feet)  VERTCON   
 OF2030  ___________________________________________________________________
 OF2030  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OF2030  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 OF2030
 OF2030  HORZ ORDER  -  SECOND
 OF2030  VERT ORDER  -  THIRD ? (See Below)
 OF2030
 OF2030.The horizontal coordinates were established by classical geodetic methods
 OF2030.and adjusted by the National Geodetic Survey in January 1999..
 OF2030
 OF2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2030.The vertical order pertains to the NGVD 29 superseded value.
 OF2030
 OF2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2030
 OF2030.The geoid height was determined by GEOID03.
 OF2030
 OF2030;                    North         East     Units Scale Factor Converg.
 OF2030;SPC NY W     -   337,571.699   438,099.459   MT  1.00003295   +0 44 16.2
 OF2030;SPC NY W     - 1,107,516.48  1,437,331.31   sFT  1.00003295   +0 44 16.2
 OF2030;SPC NY C     -   337,414.247   175,118.434   MT  1.00000646   -0 37 37.6
 OF2030;SPC NY C     - 1,106,999.91    574,534.40   sFT  1.00000646   -0 37 37.6
 OF2030;UTM  18      - 4,767,686.556   296,156.760   MT  1.00011120   -1 42 29.5
 OF2030
 OF2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2030!SPC NY W     -   0.99997840  x   1.00003295  =   1.00001135
 OF2030!SPC NY C     -   0.99997840  x   1.00000646  =   0.99998486
 OF2030!UTM  18      -   0.99997840  x   1.00011120  =   1.00008960
 OF2030
 OF2030:                Primary Azimuth Mark                     Grid Az
 OF2030:SPC NY W     -  041 NYGS 1969                            003 27 05.7
 OF2030:SPC NY C     -  041 NYGS 1969                            004 48 59.5
 OF2030:UTM  18      -  041 NYGS 1969                            005 53 51.4
 OF2030
 OF2030|---------------------------------------------------------------------|
 OF2030| PID    Reference Object                     Distance      Geod. Az  |
 OF2030|                                                           dddmmss.s |
 OF2030| OF2031 041 NYGS 1969                       APPROX. 0.6 KM 0041121.9 |
 OF2030| OF2029 WILLIAMS                            413.571 METERS 3354512.3 |
 OF2030|---------------------------------------------------------------------|
 OF2030
 OF2030                          SUPERSEDED SURVEY CONTROL
 OF2030
 OF2030  NAD 83(1986)-  43 02 04.27132(N)    077 30 08.03672(W) AD(       ) 2
 OF2030  NAD 27      -  43 02 04.04405(N)    077 30 09.05109(W) AD(       ) 2
 OF2030  NGVD 29 (07/19/86)  173.08   (m)          567.8    (f) LEVELING    3  
 OF2030
 OF2030.Superseded values are not recommended for survey control.
 OF2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2030.See file dsdata.txt to determine how the superseded data were derived.
 OF2030
 OF2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9615767687(NAD 83)
 OF2030_MARKER: DD = SURVEY DISK
 OF2030_SETTING: 0 = UNSPECIFIED SETTING
 OF2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2030
 OF2030  HISTORY     - Date     Condition        Report By
 OF2030  HISTORY     - 1935     MONUMENTED       NYGS
 OF2030  HISTORY     - 1969     GOOD             CGS
 OF2030  HISTORY     - 1973     GOOD             NY-055
 OF2030  HISTORY     - 19920810 GOOD             USPSQD
 OF2030  HISTORY     - 19950905 GOOD             USPSQD
 OF2030
 OF2030                          STATION DESCRIPTION
 OF2030
 OF2030'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2030'IN PITTSFORD, 0.94 MILE SOUTH OF VAN VOORHIS ROAD, 27.5 FEET
 OF2030'WEST OF CENTER LINE OF EAST STREET, AT CURVE, 49.2 FEET WEST OF
 OF2030'EAST RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTH OF CORNER POST AT
 OF2030'INTERSECTION OF PITTSFORD-MENDON TOWN LINE WITH RIGHT-OF-WAY
 OF2030'FENCES.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2030'DISK IN CONCRETE FLUSH WITH GROUND.
 OF2030
 OF2030                          STATION RECOVERY (1969)
 OF2030
 OF2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2030'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2030'
 OF2030'IN PITTSFORD, ALONG EAST STREET.
 OF2030'
 OF2030'0.9 MILE SOUTH OF VAN VOORHIS ROAD.
 OF2030'
 OF2030'0.25 MILE SOUTHEAST OF STATION WILLIAMS, 1969.
 OF2030'
 OF2030'68.7 FEET WEST OF CENTERLINE OF PAVEMENT.
 OF2030'
 OF2030'148.0 FEET NORTHWEST OF SIGN (TOWN OF MENDON).
 OF2030'
 OF2030'4.9 FEET NORTHEAST OF GUY POLE.
 OF2030'
 OF2030'2.0 FEET EAST OF OLD CORNER FENCE POST.
 OF2030'
 OF2030'142.7 FEET SOUTHWEST OF GUY POLE.
 OF2030'
 OF2030'101.3 FEET WEST OF RGE POLE 63 RTC 14.
 OF2030'
 OF2030'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2030'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2030
 OF2030                          STATION RECOVERY (1973)
 OF2030
 OF2030'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2030'A NEW DESCRIPTION FOLLOWS--
 OF2030'
 OF2030'IN THE TOWN OF PITTSFORD ON THE WEST SIDE OF EAST STREET (RT. 056),
 OF2030'AND 0.9 MI. SOUTH OF VAN VOORHIS ROAD.
 OF2030'
 OF2030'68.7 FT W OF C.L. OF EAST STREET
 OF2030'
 OF2030'148.0 FT N OF TOWN OF MENDON SIGN
 OF2030'
 OF2030'101.3 FT W OF POLE RGE 63 RTC 14 ACROSS STREET
 OF2030'
 OF2030'6.7 FT W OF MONROE COUNTY WITNESS POST
 OF2030'
 OF2030'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2030'IN CONCRETE COVERED 0.2 FT.
 OF2030
 OF2030                          STATION RECOVERY (1992)
 OF2030
 OF2030'RECOVERY NOTE BY US POWER SQUADRON 1992 (MBM)
 OF2030'RECOVERED IN GOOD CONDITION.
 OF2030
 OF2030                          STATION RECOVERY (1995)
 OF2030
 OF2030'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2045 ***********************************************************************
 OF2045  DESIGNATION -  044 MCGS 1969
 OF2045  PID         -  OF2045
 OF2045  STATE/COUNTY-  NY/MONROE
 OF2045  USGS QUAD   -  PITTSFORD (1978)
 OF2045
 OF2045                         *CURRENT SURVEY CONTROL
 OF2045  ___________________________________________________________________
 OF2045* NAD 83(1996)-  43 02 02.12786(N)    077 31 25.61062(W)     ADJUSTED  
 OF2045* NAVD 88     -       200.2    (meters)     657.     (feet)  VERTCON   
 OF2045  ___________________________________________________________________
 OF2045  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OF2045  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OF2045
 OF2045  HORZ ORDER  -  SECOND
 OF2045
 OF2045.The horizontal coordinates were established by classical geodetic methods
 OF2045.and adjusted by the National Geodetic Survey in January 1999..
 OF2045
 OF2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2045
 OF2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2045
 OF2045.The geoid height was determined by GEOID03.
 OF2045
 OF2045;                    North         East     Units Scale Factor Converg.
 OF2045;SPC NY W     -   337,483.424   436,344.348   MT  1.00002918   +0 43 23.2
 OF2045;SPC NY W     - 1,107,226.87  1,431,573.08   sFT  1.00002918   +0 43 23.2
 OF2045;SPC NY C     -   337,367.806   173,361.759   MT  1.00000973   -0 38 30.6
 OF2045;SPC NY C     - 1,106,847.54    568,771.04   sFT  1.00000973   -0 38 30.6
 OF2045;UTM  18      - 4,767,673.266   294,399.333   MT  1.00012005   -1 43 22.5
 OF2045
 OF2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2045!SPC NY W     -   0.99997411  x   1.00002918  =   1.00000329
 OF2045!SPC NY C     -   0.99997411  x   1.00000973  =   0.99998384
 OF2045!UTM  18      -   0.99997411  x   1.00012005  =   1.00009416
 OF2045
 OF2045:                Primary Azimuth Mark                     Grid Az
 OF2045:SPC NY W     -  046 MCGS 1969                            294 14 43.7
 OF2045:SPC NY C     -  046 MCGS 1969                            295 36 37.5
 OF2045:UTM  18      -  046 MCGS 1969                            296 41 29.4
 OF2045
 OF2045|---------------------------------------------------------------------|
 OF2045| PID    Reference Object                     Distance      Geod. Az  |
 OF2045|                                                           dddmmss.s |
 OF2045| OF2026 046 MCGS 1969                       APPROX. 1.6 KM 2945806.9 |
 OF2045|---------------------------------------------------------------------|
 OF2045
 OF2045                          SUPERSEDED SURVEY CONTROL
 OF2045
 OF2045  NAD 83(1986)-  43 02 02.13601(N)    077 31 25.60818(W) AD(       ) 2
 OF2045  NAD 27      -  43 02 01.90894(N)    077 31 26.61979(W) AD(       ) 2
 OF2045  NGVD 29 (07/19/86)  200.4    (m)          657.     (f) VERT ANG       
 OF2045
 OF2045.Superseded values are not recommended for survey control.
 OF2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2045.See file dsdata.txt to determine how the superseded data were derived.
 OF2045
 OF2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9439967673(NAD 83)
 OF2045_MARKER: DD = SURVEY DISK
 OF2045_SETTING: 0 = UNSPECIFIED SETTING
 OF2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2045
 OF2045  HISTORY     - Date     Condition        Report By
 OF2045  HISTORY     - 1969     MONUMENTED       NY-055
 OF2045  HISTORY     - 19910410 MARK NOT FOUND   USPSQD
 OF2045
 OF2045                          STATION DESCRIPTION
 OF2045
 OF2045'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2045'IN PITTSFORD ON WEST BLOOMFIELD ROAD.
 OF2045'
 OF2045'0.05 MILE NORTH OF CANFIELD ROAD.
 OF2045'
 OF2045'MARKER IN WEST SIDE WALK ON OVER PASS OVER NEW YORK STATE THRUWAY.
 OF2045'
 OF2045'13.1 FEET WEST OF CENTER LINE OF WEST BLOOMFIELD ROAD.
 OF2045'
 OF2045'1.1 FEET WEST OF EAST EDGE WEST WALK.
 OF2045'
 OF2045'3.3 FEET SOUTH OF EXPANSION JOINT.
 OF2045'
 OF2045'1.6 FEET EAST OF WEST RAILING.
 OF2045'
 OF2045'1.17 MILE SOUTHEAST OF STATION POND-2.
 OF2045'
 OF2045'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2045'STAMPED 044 FLUSH WITH SIDEWALK.
 OF2045
 OF2045                          STATION RECOVERY (1991)
 OF2045
 OF2045'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2017 ***********************************************************************
 OF2017  DESIGNATION -  045 4 MCGS 1969
 OF2017  PID         -  OF2017
 OF2017  STATE/COUNTY-  NY/MONROE
 OF2017  USGS QUAD   -  PITTSFORD (1978)
 OF2017
 OF2017                         *CURRENT SURVEY CONTROL
 OF2017  ___________________________________________________________________
 OF2017* NAD 83(1996)-  43 01 06.22714(N)    077 33 06.01161(W)     ADJUSTED  
 OF2017* NAVD 88     -       212.     (meters)     696.     (feet)  VERTCON   
 OF2017  ___________________________________________________________________
 OF2017  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OF2017  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2017
 OF2017  HORZ ORDER  -  SECOND
 OF2017
 OF2017.The horizontal coordinates were established by classical geodetic methods
 OF2017.and adjusted by the National Geodetic Survey in January 1999..
 OF2017
 OF2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2017
 OF2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2017
 OF2017.The geoid height was determined by GEOID03.
 OF2017
 OF2017;                    North         East     Units Scale Factor Converg.
 OF2017;SPC NY W     -   335,730.151   434,092.801   MT  1.00002446   +0 42 14.0
 OF2017;SPC NY W     - 1,101,474.67  1,424,186.13   sFT  1.00002446   +0 42 14.0
 OF2017;SPC NY C     -   335,668.681   171,069.127   MT  1.00001412   -0 39 38.4
 OF2017;SPC NY C     - 1,101,273.00    561,249.29   sFT  1.00001412   -0 39 38.4
 OF2017;UTM  18      - 4,766,017.504   292,074.790   MT  1.00013188   -1 44 29.2
 OF2017
 OF2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2017!SPC NY W     -   0.99997229  x   1.00002446  =   0.99999674
 OF2017!SPC NY C     -   0.99997229  x   1.00001412  =   0.99998641
 OF2017!UTM  18      -   0.99997229  x   1.00013188  =   1.00010416
 OF2017
 OF2017                          SUPERSEDED SURVEY CONTROL
 OF2017
 OF2017  NAD 83(1986)-  43 01 06.23521(N)    077 33 06.00899(W) AD(       ) 2
 OF2017  NAD 27      -  43 01 06.02295(N)    077 33 07.03651(W) AD(       ) 2
 OF2017  NGVD 29 (07/19/86)  212.     (m)          696.     (f) VERT ANG       
 OF2017
 OF2017.Superseded values are not recommended for survey control.
 OF2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2017.See file dsdata.txt to determine how the superseded data were derived.
 OF2017
 OF2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9207566018(NAD 83)
 OF2017_MARKER: DD = SURVEY DISK
 OF2017_SETTING: 0 = UNSPECIFIED SETTING
 OF2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2017
 OF2017  HISTORY     - Date     Condition        Report By
 OF2017  HISTORY     - 1969     MONUMENTED       CGS
 OF2017  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 OF2017
 OF2017                          STATION DESCRIPTION
 OF2017
 OF2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2017'IN MENDON
 OF2017'
 OF2017'ALONG PITTSFORD-MENDON CENTER ROAD.
 OF2017'
 OF2017'0.2 MILE NORTH OF SMITH ROAD
 OF2017'
 OF2017'14.5 FEET WEST OF CENTERLINE OF PITTSFORD-MENDON CENTER ROAD.
 OF2017'
 OF2017'64.6 FEET NORTH OF RG AND E POLE 98.
 OF2017'
 OF2017'5.3 FEET EAST OF U.S. MARKER.
 OF2017'
 OF2017'71 FEET SOUTHEAST OF 54-INCH OAK.
 OF2017'
 OF2017'36.8 FEET EAST SOUTHEAST OF SLOW SIGN.
 OF2017'
 OF2017'44.0 FEET WEST OF FIRE HYDRANT.
 OF2017'
 OF2017'1200 FEET SOUTHEAST OF STATION MENDON 1929, 1969.
 OF2017'
 OF2017'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2017'STAMPED 045-4 IN THE TOP OF A CONCRETE POST COVERED 0.8 FEET.
 OF2017
 OF2017                          STATION RECOVERY (1994)
 OF2017
 OF2017'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4628 ***********************************************************************
 KU4628  DESIGNATION -  04E 02N AZ
 KU4628  PID         -  KU4628
 KU4628  STATE/COUNTY-  NY/NASSAU
 KU4628  USGS QUAD   -  LAWRENCE (1979)
 KU4628
 KU4628                         *CURRENT SURVEY CONTROL
 KU4628  ___________________________________________________________________
 KU4628* NAD 83(1996)-  40 35 12.07892(N)    073 42 28.72053(W)     ADJUSTED  
 KU4628* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KU4628  ___________________________________________________________________
 KU4628  X           -   1,360,741.180 (meters)                     COMP
 KU4628  Y           -  -4,655,778.333 (meters)                     COMP
 KU4628  Z           -   4,127,656.009 (meters)                     COMP
 KU4628  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KU4628  ELLIP HEIGHT-         -29.32  (meters)          (12/03/02) GPS OBS
 KU4628  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU4628
 KU4628  HORZ ORDER  -  FIRST
 KU4628  ELLP ORDER  -  FOURTH    CLASS II
 KU4628
 KU4628.The horizontal coordinates were established by GPS observations
 KU4628.and adjusted by the National Geodetic Survey in January 1999..
 KU4628
 KU4628.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4628
 KU4628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4628
 KU4628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4628
 KU4628.The ellipsoidal height was determined by GPS observations
 KU4628.and is referenced to NAD 83.
 KU4628
 KU4628.The geoid height was determined by GEOID03.
 KU4628
 KU4628;                    North         East     Units Scale Factor Converg.
 KU4628;SPC NY L     -    46,682.680   324,722.254   MT  1.00000541   +0 11 27.6
 KU4628;SPC NY L     -   153,158.09  1,065,359.59   sFT  1.00000541   +0 11 27.6
 KU4628;UTM  18      - 4,493,679.349   609,338.408   MT  0.99974715   +0 50 26.4
 KU4628
 KU4628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4628!SPC NY L     -   1.00000460  x   1.00000541  =   1.00001001
 KU4628!UTM  18      -   1.00000460  x   0.99974715  =   0.99975175
 KU4628
 KU4628|---------------------------------------------------------------------|
 KU4628| PID    Reference Object                     Distance      Geod. Az  |
 KU4628|                                                           dddmmss.s |
 KU4628| KU4538 04 E 02 N                           128.245 METERS 26929     |
 KU4628|---------------------------------------------------------------------|
 KU4628
 KU4628                          SUPERSEDED SURVEY CONTROL
 KU4628
 KU4628  ELLIP H (09/01/99)  -29.32   (m)                       GP(       ) 4 1
 KU4628  NAD 83(1986)-  40 35 12.08264(N)    073 42 28.71901(W) AD(       ) 1
 KU4628  NGVD 29 (03/24/92)    3.1    (m)           10.     (f) GPS OBS        
 KU4628
 KU4628.Superseded values are not recommended for survey control.
 KU4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4628.See file dsdata.txt to determine how the superseded data were derived.
 KU4628
 KU4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0933893679(NAD 83)
 KU4628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4628_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4628_STAMPING: 04E02NAZ
 KU4628_MARK LOGO: NYDPW 
 KU4628_PROJECTION: RECESSED 8 CENTIMETERS
 KU4628_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4628+STABILITY: POSITION/ELEVATION WELL
 KU4628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4628+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 KU4628_ROD/PIPE-DEPTH: 20.6 meters
 KU4628_SLEEVE-DEPTH  : 1.52 meters
 KU4628
 KU4628  HISTORY     - Date     Condition        Report By
 KU4628  HISTORY     - 1989     MONUMENTED       SBAS
 KU4628  HISTORY     - 19900516 GOOD
 KU4628
 KU4628                          STATION DESCRIPTION
 KU4628
 KU4628'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4628'THE POINT IS LOCATED IN ATLANTIC BEACH, TOWN OF HEMPSTEAD, 29 FEET
 KU4628'(8.8 M) SOUTH OF THE CENTERLINE OF BEECH STREET AND 54 FEET (16.5 M)
 KU4628'WEST OF THE CENTERLINE OF THE WATER CLUB ENTRANCE,IN THE CONCRETE
 KU4628'SIDEWALK.
 KU4628'THE LOCATION TIES ARE 67.4 FEET (20.5 M) FROM THE UTILITY POLE NUMBER
 KU4628'72,3.6 FEET FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER
 KU4628'6 AND 10.6 FEET (3.2 M) FROM THE MASONRY WALL.
 KU4628
 KU4628                          STATION RECOVERY (1990)
 KU4628
 KU4628'RECOVERED 1990
 KU4628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4612 ***********************************************************************
 KU4612  DESIGNATION -  04E 04N
 KU4612  PID         -  KU4612
 KU4612  STATE/COUNTY-  NY/NASSAU
 KU4612  USGS QUAD   -  LAWRENCE (1979)
 KU4612
 KU4612                         *CURRENT SURVEY CONTROL
 KU4612  ___________________________________________________________________
 KU4612* NAD 83(1996)-  40 36 52.44031(N)    073 42 44.12588(W)     ADJUSTED  
 KU4612* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 KU4612  ___________________________________________________________________
 KU4612  X           -   1,359,829.000 (meters)                     COMP
 KU4612  Y           -  -4,653,948.151 (meters)                     COMP
 KU4612  Z           -   4,130,008.291 (meters)                     COMP
 KU4612  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KU4612  ELLIP HEIGHT-         -26.57  (meters)          (12/03/02) GPS OBS
 KU4612  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KU4612
 KU4612  HORZ ORDER  -  FIRST
 KU4612  ELLP ORDER  -  FOURTH    CLASS II
 KU4612
 KU4612.The horizontal coordinates were established by GPS observations
 KU4612.and adjusted by the National Geodetic Survey in January 1999..
 KU4612
 KU4612.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4612
 KU4612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4612
 KU4612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4612
 KU4612.The ellipsoidal height was determined by GPS observations
 KU4612.and is referenced to NAD 83.
 KU4612
 KU4612.The geoid height was determined by GEOID03.
 KU4612
 KU4612;                    North         East     Units Scale Factor Converg.
 KU4612;SPC NY L     -    49,777.242   324,349.809   MT  1.00000331   +0 11 17.5
 KU4612;SPC NY L     -   163,310.83  1,064,137.67   sFT  1.00000331   +0 11 17.5
 KU4612;UTM  18      - 4,496,768.691   608,930.991   MT  0.99974606   +0 50 18.1
 KU4612
 KU4612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4612!SPC NY L     -   1.00000417  x   1.00000331  =   1.00000748
 KU4612!UTM  18      -   1.00000417  x   0.99974606  =   0.99975023
 KU4612
 KU4612|---------------------------------------------------------------------|
 KU4612| PID    Reference Object                     Distance      Geod. Az  |
 KU4612|                                                           dddmmss.s |
 KU4612| KU4629 04E 04N AZ                          257.922 METERS 24241     |
 KU4612|---------------------------------------------------------------------|
 KU4612
 KU4612                          SUPERSEDED SURVEY CONTROL
 KU4612
 KU4612  ELLIP H (09/01/99)  -26.56   (m)                       GP(       ) 4 1
 KU4612  NAD 83(1986)-  40 36 52.44404(N)    073 42 44.12457(W) AD(       ) 1
 KU4612  NGVD 29 (03/24/92)    5.7    (m)           19.     (f) GPS OBS        
 KU4612
 KU4612.Superseded values are not recommended for survey control.
 KU4612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4612.See file dsdata.txt to determine how the superseded data were derived.
 KU4612
 KU4612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0893196769(NAD 83)
 KU4612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4612_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4612_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4612_STAMPING: 04E04N
 KU4612_MARK LOGO: NYDPW 
 KU4612_PROJECTION: RECESSED 8 CENTIMETERS
 KU4612_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4612+STABILITY: POSITION/ELEVATION WELL
 KU4612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4612+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 KU4612_ROD/PIPE-DEPTH: 18.2 meters
 KU4612_SLEEVE-DEPTH  : 1.52 meters
 KU4612
 KU4612  HISTORY     - Date     Condition        Report By
 KU4612  HISTORY     - 1989     MONUMENTED       SBAS
 KU4612  HISTORY     - 19900108 GOOD
 KU4612
 KU4612                          STATION DESCRIPTION
 KU4612
 KU4612'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4612'THE POINT IS LOCATED IN LAWRENCE, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4612'SOUTH OF THE CENTERLINE OF OCEAN AVENUE AND 748 FEET (228.0 M) EAST OF
 KU4612'THE CENTERLINE OF POLO LANE,IN THE ASPHALT PAVEMENT ENTRANCE TO THE
 KU4612'PARKING LOT.
 KU4612'THE LOCATION TIES ARE 48.2 FEET (14.7 M) FROM THE SOUTH WEST CORNER OF
 KU4612'THE WEST PILLAR, 46.5 FEET (14.2 M) FROM THE SOUTH WEST CORNER OF THE
 KU4612'EAST PILLAR AND 81.0 FEET (24.7 M) FROM THE UTILITY POLE NUMBER 15.
 KU4612
 KU4612                          STATION RECOVERY (1990)
 KU4612
 KU4612'RECOVERED 1990
 KU4612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4629 ***********************************************************************
 KU4629  DESIGNATION -  04E 04N AZ
 KU4629  PID         -  KU4629
 KU4629  STATE/COUNTY-  NY/NASSAU
 KU4629  USGS QUAD   -  LAWRENCE (1979)
 KU4629
 KU4629                         *CURRENT SURVEY CONTROL
 KU4629  ___________________________________________________________________
 KU4629* NAD 83(1996)-  40 36 48.60223(N)    073 42 53.87397(W)     ADJUSTED  
 KU4629* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 KU4629  ___________________________________________________________________
 KU4629  X           -   1,359,630.806 (meters)                     COMP
 KU4629  Y           -  -4,654,086.875 (meters)                     COMP
 KU4629  Z           -   4,129,918.856 (meters)                     COMP
 KU4629  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU4629  ELLIP HEIGHT-         -25.90  (meters)          (12/03/02) GPS OBS
 KU4629  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU4629
 KU4629  HORZ ORDER  -  FIRST
 KU4629  ELLP ORDER  -  FOURTH    CLASS II
 KU4629
 KU4629.The horizontal coordinates were established by GPS observations
 KU4629.and adjusted by the National Geodetic Survey in January 1999..
 KU4629
 KU4629.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4629
 KU4629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4629
 KU4629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4629
 KU4629.The ellipsoidal height was determined by GPS observations
 KU4629.and is referenced to NAD 83.
 KU4629
 KU4629.The geoid height was determined by GEOID03.
 KU4629
 KU4629;                    North         East     Units Scale Factor Converg.
 KU4629;SPC NY L     -    49,658.103   324,121.051   MT  1.00000338   +0 11 11.2
 KU4629;SPC NY L     -   162,919.96  1,063,387.15   sFT  1.00000338   +0 11 11.2
 KU4629;UTM  18      - 4,496,646.995   608,703.658   MT  0.99974545   +0 50 11.7
 KU4629
 KU4629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4629!SPC NY L     -   1.00000406  x   1.00000338  =   1.00000744
 KU4629!UTM  18      -   1.00000406  x   0.99974545  =   0.99974951
 KU4629
 KU4629|---------------------------------------------------------------------|
 KU4629| PID    Reference Object                     Distance      Geod. Az  |
 KU4629|                                                           dddmmss.s |
 KU4629| KU4612 04E 04N                             257.922 METERS 06241     |
 KU4629|---------------------------------------------------------------------|
 KU4629
 KU4629                          SUPERSEDED SURVEY CONTROL
 KU4629
 KU4629  ELLIP H (09/01/99)  -25.90   (m)                       GP(       ) 4 1
 KU4629  NAD 83(1986)-  40 36 48.60594(N)    073 42 53.87301(W) AD(       ) 1
 KU4629  NGVD 29 (03/24/92)    6.4    (m)           21.     (f) GPS OBS        
 KU4629
 KU4629.Superseded values are not recommended for survey control.
 KU4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4629.See file dsdata.txt to determine how the superseded data were derived.
 KU4629
 KU4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0870496647(NAD 83)
 KU4629_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4629_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4629_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4629_STAMPING: 04E04NAZ
 KU4629_MARK LOGO: NYDPW 
 KU4629_PROJECTION: RECESSED 8 CENTIMETERS
 KU4629_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4629+STABILITY: POSITION/ELEVATION WELL
 KU4629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4629+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 KU4629_ROD/PIPE-DEPTH: 19.4 meters
 KU4629_SLEEVE-DEPTH  : 1.52 meters
 KU4629
 KU4629  HISTORY     - Date     Condition        Report By
 KU4629  HISTORY     - 1989     MONUMENTED       SBAS
 KU4629  HISTORY     - 19900516 GOOD
 KU4629
 KU4629                          STATION DESCRIPTION
 KU4629
 KU4629'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4629'THE POINT IS LOCATED IN LAWRENCE, TOWN OF HEMPSTEAD, 13 FEET (4.0 M)
 KU4629'NORTH OF THE CENTERLINE OF OCEAN AVENUE AND 101 FEET (30.8 M) WEST OF
 KU4629'THE CENTERLINE OF POLO LANE,IN THE GRASS AREA ADJACENT TO THE
 KU4629'PAVEMENT.
 KU4629'THE LOCATION TIES ARE 35.5 FEET (10.8 M) FROM THE SOUTH WEST CORNER
 KU4629'OF THE CHAIN LINK FENCE OF THE TENNIS COURTS, 69.6 FEET (21.2 M) FROM
 KU4629'THE UTILITY POLE ON THE SOUTH SIDE OF OCEAN AVENUE AND 41.4 FEET
 KU4629'(12.6 M) FROM THE UTILITY POLE ON THE NORTH SIDE OF OCEAN AVENUE.
 KU4629
 KU4629                          STATION RECOVERY (1990)
 KU4629
 KU4629'RECOVERED 1990
 KU4629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4613 ***********************************************************************
 KU4613  DESIGNATION -  04E 05N
 KU4613  PID         -  KU4613
 KU4613  STATE/COUNTY-  NY/NASSAU
 KU4613  USGS QUAD   -  LYNBROOK (1969)
 KU4613
 KU4613                         *CURRENT SURVEY CONTROL
 KU4613  ___________________________________________________________________
 KU4613* NAD 83(1996)-  40 37 40.23900(N)    073 42 31.31525(W)     ADJUSTED  
 KU4613* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 KU4613  ___________________________________________________________________
 KU4613  X           -   1,359,848.838 (meters)                     COMP
 KU4613  Y           -  -4,652,942.558 (meters)                     COMP
 KU4613  Z           -   4,131,127.631 (meters)                     COMP
 KU4613  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU4613  ELLIP HEIGHT-         -26.23  (meters)          (12/03/02) GPS OBS
 KU4613  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KU4613
 KU4613  HORZ ORDER  -  FIRST
 KU4613  ELLP ORDER  -  FOURTH    CLASS II
 KU4613
 KU4613.The horizontal coordinates were established by GPS observations
 KU4613.and adjusted by the National Geodetic Survey in January 1999..
 KU4613
 KU4613.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4613
 KU4613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4613
 KU4613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4613
 KU4613.The ellipsoidal height was determined by GPS observations
 KU4613.and is referenced to NAD 83.
 KU4613
 KU4613.The geoid height was determined by GEOID03.
 KU4613
 KU4613;                    North         East     Units Scale Factor Converg.
 KU4613;SPC NY L     -    51,252.645   324,646.038   MT  1.00000239   +0 11 25.9
 KU4613;SPC NY L     -   168,151.39  1,065,109.54   sFT  1.00000239   +0 11 25.9
 KU4613;UTM  18      - 4,498,246.982   609,210.385   MT  0.99974681   +0 50 27.3
 KU4613
 KU4613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4613!SPC NY L     -   1.00000411  x   1.00000239  =   1.00000650
 KU4613!UTM  18      -   1.00000411  x   0.99974681  =   0.99975092
 KU4613
 KU4613:                Primary Azimuth Mark                     Grid Az
 KU4613:SPC NY L     -  04E 04N                                  191 21 10.1
 KU4613:UTM  18      -  04E 04N                                  190 42 08.7
 KU4613
 KU4613|---------------------------------------------------------------------|
 KU4613| PID    Reference Object                     Distance      Geod. Az  |
 KU4613|                                                           dddmmss.s |
 KU4613| KU4612 04E 04N                             APPROX. 1.5 KM 1913236.0 |
 KU4613|---------------------------------------------------------------------|
 KU4613
 KU4613                          SUPERSEDED SURVEY CONTROL
 KU4613
 KU4613  ELLIP H (09/01/99)  -26.23   (m)                       GP(       ) 4 1
 KU4613  NAD 83(1996)-  40 37 40.24272(N)    073 42 31.31391(W) AD(       ) 1
 KU4613  NAD 83(1992)-  40 37 40.24271(N)    073 42 31.31391(W) AD(       ) 1
 KU4613  NAD 83(1986)-  40 37 40.24276(N)    073 42 31.31395(W) AD(       ) 1
 KU4613  NGVD 29 (03/24/92)    6.0    (m)           20.     (f) GPS OBS        
 KU4613
 KU4613.Superseded values are not recommended for survey control.
 KU4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4613.See file dsdata.txt to determine how the superseded data were derived.
 KU4613
 KU4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0921098247(NAD 83)
 KU4613_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4613_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4613_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4613_STAMPING: 04E05N
 KU4613_MARK LOGO: NYDPW 
 KU4613_PROJECTION: RECESSED 8 CENTIMETERS
 KU4613_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4613+STABILITY: POSITION/ELEVATION WELL
 KU4613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4613+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4613_ROD/PIPE-DEPTH: 18.2 meters
 KU4613_SLEEVE-DEPTH  : 1.52 meters
 KU4613
 KU4613  HISTORY     - Date     Condition        Report By
 KU4613  HISTORY     - 1990     MONUMENTED       SBAS
 KU4613  HISTORY     - 19910321 GOOD
 KU4613
 KU4613                          STATION DESCRIPTION
 KU4613
 KU4613'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4613'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 32 FEET (9.8 M)
 KU4613'NORTH OF THE CENTERLINE OF CRAWFORD ROAD AND 31 FEET (9.4 M) EAST OF
 KU4613'THE CENTERLINE OF WOODMERE BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4613'THE LOCATION TIES ARE 30.0 FEET (9.1 M) FROM THE CENTER OF THE SEWER
 KU4613'MANHOLE, 18.3 FEET (5.6 M) FROM THE CENTER OF THE UTILITY POLE AND
 KU4613'40.3 FEET (12.3 M) FROM THE SOUTH EAST CORNER OF THE CATCH BASIN.
 KU4613
 KU4613                          STATION RECOVERY (1991)
 KU4613
 KU4613'RECOVERED 1991
 KU4613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4630 ***********************************************************************
 KU4630  DESIGNATION -  04E 05N AZ
 KU4630  PID         -  KU4630
 KU4630  STATE/COUNTY-  NY/NASSAU
 KU4630  USGS QUAD   -  LYNBROOK (1969)
 KU4630
 KU4630                         *CURRENT SURVEY CONTROL
 KU4630  ___________________________________________________________________
 KU4630* NAD 83(1996)-  40 37 55.28718(N)    073 42 44.60233(W)     ADJUSTED  
 KU4630* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 KU4630  ___________________________________________________________________
 KU4630  X           -   1,359,464.605 (meters)                     COMP
 KU4630  Y           -  -4,652,740.950 (meters)                     COMP
 KU4630  Z           -   4,131,480.745 (meters)                     COMP
 KU4630  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KU4630  ELLIP HEIGHT-         -24.95  (meters)          (12/03/02) GPS OBS
 KU4630  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU4630
 KU4630  HORZ ORDER  -  FIRST
 KU4630  ELLP ORDER  -  FOURTH    CLASS II
 KU4630
 KU4630.The horizontal coordinates were established by GPS observations
 KU4630.and adjusted by the National Geodetic Survey in January 1999..
 KU4630
 KU4630.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4630
 KU4630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4630
 KU4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4630
 KU4630.The ellipsoidal height was determined by GPS observations
 KU4630.and is referenced to NAD 83.
 KU4630
 KU4630.The geoid height was determined by GEOID03.
 KU4630
 KU4630;                    North         East     Units Scale Factor Converg.
 KU4630;SPC NY L     -    51,715.793   324,332.244   MT  1.00000211   +0 11 17.2
 KU4630;SPC NY L     -   169,670.90  1,064,080.04   sFT  1.00000211   +0 11 17.2
 KU4630;UTM  18      - 4,498,706.420   608,891.435   MT  0.99974595   +0 50 18.9
 KU4630
 KU4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4630!SPC NY L     -   1.00000391  x   1.00000211  =   1.00000602
 KU4630!UTM  18      -   1.00000391  x   0.99974595  =   0.99974986
 KU4630
 KU4630:                Primary Azimuth Mark                     Grid Az
 KU4630:SPC NY L     -  04E 06N                                  026 27 26.2
 KU4630:UTM  18      -  04E 06N                                  025 48 24.5
 KU4630
 KU4630|---------------------------------------------------------------------|
 KU4630| PID    Reference Object                     Distance      Geod. Az  |
 KU4630|                                                           dddmmss.s |
 KU4630| KU4614 04E 06N                             APPROX. 1.1 KM 0263843.4 |
 KU4630| KU4613 04E 05N                             APPROX. 0.6 KM 1460410.3 |
 KU4630|---------------------------------------------------------------------|
 KU4630
 KU4630                          SUPERSEDED SURVEY CONTROL
 KU4630
 KU4630  ELLIP H (09/01/99)  -24.95   (m)                       GP(       ) 4 1
 KU4630  NAD 83(1996)-  40 37 55.29080(N)    073 42 44.60116(W) AD(       ) 1
 KU4630  NAD 83(1992)-  40 37 55.29079(N)    073 42 44.60113(W) AD(       ) 1
 KU4630  NAD 83(1986)-  40 37 55.29092(N)    073 42 44.60137(W) AD(       ) 1
 KU4630  NGVD 29 (03/24/92)    7.3    (m)           24.     (f) GPS OBS        
 KU4630
 KU4630.Superseded values are not recommended for survey control.
 KU4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4630.See file dsdata.txt to determine how the superseded data were derived.
 KU4630
 KU4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0889198706(NAD 83)
 KU4630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4630_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4630_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4630_STAMPING: 04E05NAZ
 KU4630_MARK LOGO: NYDPW 
 KU4630_PROJECTION: RECESSED 8 CENTIMETERS
 KU4630_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4630+STABILITY: POSITION/ELEVATION WELL
 KU4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4630+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 KU4630_ROD/PIPE-DEPTH: 20.6 meters
 KU4630_SLEEVE-DEPTH  : 1.52 meters
 KU4630
 KU4630  HISTORY     - Date     Condition        Report By
 KU4630  HISTORY     - 1990     MONUMENTED       SBAS
 KU4630  HISTORY     - 19910321 GOOD
 KU4630
 KU4630                          STATION DESCRIPTION
 KU4630
 KU4630'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4630'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 18 FEET (5.5 M)
 KU4630'SOUTH OF THE CENTERLINE OF CEDAR LANE AND 30 FEET (9.1 M) WEST OF THE
 KU4630'CENTERLINE OF WOODMERE BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4630'THE LOCATION TIES ARE 21.4 FEET (6.5 M) FROM THE SOUTH EAST CORNER OF
 KU4630'THE BUILDING LOCATED ON THE NORTH WEST CORNER OF THE INTERSECTION,
 KU4630'31.1 FEET (9.5 M) FROM THE CENTER OF THE HYDRANT AND 41.4 FEET
 KU4630'(12.6 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4630
 KU4630                          STATION RECOVERY (1991)
 KU4630
 KU4630'RECOVERED 1991
 KU4630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4614 ***********************************************************************
 KU4614  DESIGNATION -  04E 06N
 KU4614  PID         -  KU4614
 KU4614  STATE/COUNTY-  NY/NASSAU
 KU4614  USGS QUAD   -  LYNBROOK (1969)
 KU4614
 KU4614                         *CURRENT SURVEY CONTROL
 KU4614  ___________________________________________________________________
 KU4614* NAD 83(1996)-  40 38 27.42692(N)    073 42 23.43202(W)     ADJUSTED  
 KU4614* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU4614  ___________________________________________________________________
 KU4614  X           -   1,359,760.022 (meters)                     COMP
 KU4614  Y           -  -4,651,978.339 (meters)                     COMP
 KU4614  Z           -   4,132,230.085 (meters)                     COMP
 KU4614  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KU4614  ELLIP HEIGHT-         -29.53  (meters)          (12/03/02) GPS OBS
 KU4614  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KU4614
 KU4614  HORZ ORDER  -  FIRST
 KU4614  ELLP ORDER  -  FOURTH    CLASS II
 KU4614
 KU4614.The horizontal coordinates were established by GPS observations
 KU4614.and adjusted by the National Geodetic Survey in January 1999..
 KU4614
 KU4614.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4614
 KU4614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4614
 KU4614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4614
 KU4614.The ellipsoidal height was determined by GPS observations
 KU4614.and is referenced to NAD 83.
 KU4614
 KU4614.The geoid height was determined by GEOID03.
 KU4614
 KU4614;                    North         East     Units Scale Factor Converg.
 KU4614;SPC NY L     -    52,708.833   324,826.431   MT  1.00000153   +0 11 31.1
 KU4614;SPC NY L     -   172,928.90  1,065,701.38   sFT  1.00000153   +0 11 31.1
 KU4614;UTM  18      - 4,499,704.752   609,374.193   MT  0.99974725   +0 50 33.2
 KU4614
 KU4614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4614!SPC NY L     -   1.00000463  x   1.00000153  =   1.00000616
 KU4614!UTM  18      -   1.00000463  x   0.99974725  =   0.99975188
 KU4614
 KU4614|---------------------------------------------------------------------|
 KU4614| PID    Reference Object                     Distance      Geod. Az  |
 KU4614|                                                           dddmmss.s |
 KU4614| KU4631 04E 06N AZ                          296.243 METERS 15847     |
 KU4614|---------------------------------------------------------------------|
 KU4614
 KU4614                          SUPERSEDED SURVEY CONTROL
 KU4614
 KU4614  ELLIP H (09/01/99)  -29.53   (m)                       GP(       ) 4 1
 KU4614  NAD 83(1996)-  40 38 27.43051(N)    073 42 23.43087(W) AD(       ) 1
 KU4614  NAD 83(1992)-  40 38 27.43050(N)    073 42 23.43085(W) AD(       ) 1
 KU4614  NAD 83(1986)-  40 38 27.43057(N)    073 42 23.43108(W) AD(       ) 1
 KU4614  NGVD 29 (03/24/92)    2.7    (m)            9.     (f) GPS OBS        
 KU4614
 KU4614.Superseded values are not recommended for survey control.
 KU4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4614.See file dsdata.txt to determine how the superseded data were derived.
 KU4614
 KU4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0937499705(NAD 83)
 KU4614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4614_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4614_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4614_STAMPING: 04E06N
 KU4614_MARK LOGO: NYDPW 
 KU4614_PROJECTION: RECESSED 8 CENTIMETERS
 KU4614_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4614+STABILITY: POSITION/ELEVATION WELL
 KU4614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4614+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1990
 KU4614_ROD/PIPE-DEPTH: 20.6 meters
 KU4614_SLEEVE-DEPTH  : 1.52 meters
 KU4614
 KU4614  HISTORY     - Date     Condition        Report By
 KU4614  HISTORY     - 1989     MONUMENTED       SBAS
 KU4614  HISTORY     - 19900104 GOOD
 KU4614
 KU4614                          STATION DESCRIPTION
 KU4614
 KU4614'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4614'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 19 FEET (5.8 M)
 KU4614'WEST OF THE CENTERLINE FRANKLIN AVENUE AND 21 FEET (6.4 M) NORTH OF
 KU4614'THE CENTERLINE OF DIVISION STREET,IN THE CONCRETE SIDEWALK.
 KU4614'THE LOCATION TIES ARE 5.0 FEET (1.5 M) FROM THE SOUTH WEST CORNER OF
 KU4614'THE CHAIN LINK FENCE, 57.9 FEET (17.6 M) FROM THE CENTER OF THE SEWER
 KU4614'MANHOLE AND 9.2 FEET (2.8 M) FROM THE CENTER OF THE WATER VALVE IN
 KU4614'DIVISION STREET.
 KU4614
 KU4614                          STATION RECOVERY (1990)
 KU4614
 KU4614'RECOVERED 1990
 KU4614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4631 ***********************************************************************
 KU4631  DESIGNATION -  04E 06N AZ
 KU4631  PID         -  KU4631
 KU4631  STATE/COUNTY-  NY/NASSAU
 KU4631  USGS QUAD   -  LYNBROOK (1969)
 KU4631
 KU4631                         *CURRENT SURVEY CONTROL
 KU4631  ___________________________________________________________________
 KU4631* NAD 83(1996)-  40 38 18.47362(N)    073 42 18.87100(W)     ADJUSTED  
 KU4631* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 KU4631  ___________________________________________________________________
 KU4631  X           -   1,359,914.239 (meters)                     COMP
 KU4631  Y           -  -4,652,123.934 (meters)                     COMP
 KU4631  Z           -   4,132,023.214 (meters)                     COMP
 KU4631  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KU4631  ELLIP HEIGHT-         -25.39  (meters)          (12/03/02) GPS OBS
 KU4631  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KU4631
 KU4631  HORZ ORDER  -  FIRST
 KU4631  ELLP ORDER  -  FOURTH    CLASS II
 KU4631
 KU4631.The horizontal coordinates were established by GPS observations
 KU4631.and adjusted by the National Geodetic Survey in January 1999..
 KU4631
 KU4631.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4631
 KU4631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4631
 KU4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4631
 KU4631.The ellipsoidal height was determined by GPS observations
 KU4631.and is referenced to NAD 83.
 KU4631
 KU4631.The geoid height was determined by GEOID03.
 KU4631
 KU4631;                    North         East     Units Scale Factor Converg.
 KU4631;SPC NY L     -    52,433.017   324,934.531   MT  1.00000169   +0 11 34.1
 KU4631;SPC NY L     -   172,023.99  1,066,056.04   sFT  1.00000169   +0 11 34.1
 KU4631;UTM  18      - 4,499,430.251   609,485.390   MT  0.99974755   +0 50 36.0
 KU4631
 KU4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4631!SPC NY L     -   1.00000398  x   1.00000169  =   1.00000567
 KU4631!UTM  18      -   1.00000398  x   0.99974755  =   0.99975153
 KU4631
 KU4631|---------------------------------------------------------------------|
 KU4631| PID    Reference Object                     Distance      Geod. Az  |
 KU4631|                                                           dddmmss.s |
 KU4631| KU4614 04E 06N                             296.243 METERS 33847     |
 KU4631|---------------------------------------------------------------------|
 KU4631
 KU4631                          SUPERSEDED SURVEY CONTROL
 KU4631
 KU4631  ELLIP H (09/01/99)  -25.39   (m)                       GP(       ) 4 1
 KU4631  NAD 83(1996)-  40 38 18.47713(N)    073 42 18.86989(W) AD(       ) 1
 KU4631  NAD 83(1992)-  40 38 18.47709(N)    073 42 18.86986(W) AD(       ) 1
 KU4631  NAD 83(1986)-  40 38 18.47710(N)    073 42 18.87011(W) AD(       ) 1
 KU4631  NGVD 29 (03/24/92)    6.8    (m)           22.     (f) GPS OBS        
 KU4631
 KU4631.Superseded values are not recommended for survey control.
 KU4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4631.See file dsdata.txt to determine how the superseded data were derived.
 KU4631
 KU4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0948599430(NAD 83)
 KU4631_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4631_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4631_STAMPING: 04E06NAZ
 KU4631_MARK LOGO: NYDPW 
 KU4631_PROJECTION: RECESSED 8 CENTIMETERS
 KU4631_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4631+STABILITY: POSITION/ELEVATION WELL
 KU4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4631+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 KU4631_ROD/PIPE-DEPTH: 20.6 meters
 KU4631_SLEEVE-DEPTH  : 1.52 meters
 KU4631
 KU4631  HISTORY     - Date     Condition        Report By
 KU4631  HISTORY     - 1989     MONUMENTED       SBAS
 KU4631  HISTORY     - 19900501 GOOD
 KU4631
 KU4631                          STATION DESCRIPTION
 KU4631
 KU4631'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4631'THE POINT IS LOCATED IN WOODMERE, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4631'WEST OF THE CENTERLINE OF FRANKLIN AVENUE AND 108 FEET (32.9 M) NORTH
 KU4631'OF THE CENTERLINE OF WEST BROADWAY,IN THE CONCRETE SIDEWALK.
 KU4631'THE LOCATION TIES ARE 32.5 FEET (9.9 M) FROM THE NORTH EAST CORNER OF
 KU4631'HOUSE NUMBER 30, 44.2 FEET (13.5 M) FROM THE NORTH EAST CORNER OF THE
 KU4631'TRAFFIC SIGNAL BOX AND 3.8 FEET (1.2 M) FROM THE SOUTH WEST CORNER OF
 KU4631'THE APRON AT THE PARKING LOT.
 KU4631
 KU4631                          STATION RECOVERY (1990)
 KU4631
 KU4631'RECOVERED 1990
 KU4631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4615 ***********************************************************************
 KU4615  DESIGNATION -  04E 07N
 KU4615  PID         -  KU4615
 KU4615  STATE/COUNTY-  NY/NASSAU
 KU4615  USGS QUAD   -  LYNBROOK (1969)
 KU4615
 KU4615                         *CURRENT SURVEY CONTROL
 KU4615  ___________________________________________________________________
 KU4615* NAD 83(1996)-  40 39 24.05195(N)    073 42 31.22733(W)     ADJUSTED  
 KU4615* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 KU4615  ___________________________________________________________________
 KU4615  X           -   1,359,265.004 (meters)                     COMP
 KU4615  Y           -  -4,650,937.513 (meters)                     COMP
 KU4615  Z           -   4,133,555.242 (meters)                     COMP
 KU4615  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 KU4615  ELLIP HEIGHT-         -29.64  (meters)          (12/03/02) GPS OBS
 KU4615  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU4615
 KU4615  HORZ ORDER  -  FIRST
 KU4615  ELLP ORDER  -  FOURTH    CLASS II
 KU4615
 KU4615.The horizontal coordinates were established by GPS observations
 KU4615.and adjusted by the National Geodetic Survey in January 1999..
 KU4615
 KU4615.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4615
 KU4615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4615
 KU4615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4615
 KU4615.The ellipsoidal height was determined by GPS observations
 KU4615.and is referenced to NAD 83.
 KU4615
 KU4615.The geoid height was determined by GEOID03.
 KU4615
 KU4615;                    North         East     Units Scale Factor Converg.
 KU4615;SPC NY L     -    54,454.893   324,637.454   MT  1.00000057   +0 11 26.0
 KU4615;SPC NY L     -   178,657.43  1,065,081.38   sFT  1.00000057   +0 11 26.0
 KU4615;UTM  18      - 4,501,448.111   609,165.451   MT  0.99974668   +0 50 29.1
 KU4615
 KU4615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4615!SPC NY L     -   1.00000465  x   1.00000057  =   1.00000522
 KU4615!UTM  18      -   1.00000465  x   0.99974668  =   0.99975133
 KU4615
 KU4615:                Primary Azimuth Mark                     Grid Az
 KU4615:SPC NY L     -  04E 06N                                  173 49 22.5
 KU4615:UTM  18      -  04E 06N                                  173 10 19.4
 KU4615
 KU4615|---------------------------------------------------------------------|
 KU4615| PID    Reference Object                     Distance      Geod. Az  |
 KU4615|                                                           dddmmss.s |
 KU4615| KU4614 04E 06N                             APPROX. 1.8 KM 1740048.5 |
 KU4615|---------------------------------------------------------------------|
 KU4615
 KU4615                          SUPERSEDED SURVEY CONTROL
 KU4615
 KU4615  ELLIP H (09/01/99)  -29.64   (m)                       GP(       ) 4 1
 KU4615  NAD 83(1996)-  40 39 24.05549(N)    073 42 31.22615(W) AD(       ) 1
 KU4615  NAD 83(1992)-  40 39 24.05547(N)    073 42 31.22610(W) AD(       ) 1
 KU4615  NAD 83(1986)-  40 39 24.05557(N)    073 42 31.22655(W) AD(       ) 1
 KU4615  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU4615
 KU4615.Superseded values are not recommended for survey control.
 KU4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4615.See file dsdata.txt to determine how the superseded data were derived.
 KU4615
 KU4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0916501448(NAD 83)
 KU4615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4615_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4615_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4615_STAMPING: 04E07N
 KU4615_MARK LOGO: NYDPW 
 KU4615_PROJECTION: RECESSED 8 CENTIMETERS
 KU4615_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4615+STABILITY: POSITION/ELEVATION WELL
 KU4615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4615+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4615_ROD/PIPE-DEPTH: 20.6 meters
 KU4615_SLEEVE-DEPTH  : 1.52 meters
 KU4615
 KU4615  HISTORY     - Date     Condition        Report By
 KU4615  HISTORY     - 1990     MONUMENTED       SBAS
 KU4615  HISTORY     - 19910305 GOOD
 KU4615
 KU4615                          STATION DESCRIPTION
 KU4615
 KU4615'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4615'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 20 FEET
 KU4615'(6.1 M) NORTH OF THE CENTERLINE OF RIDGE AVENUE AND 225 FEET
 KU4615'(68.6 M) EAST OF THE CENTERLINE OF MILL ROAD,IN THE CONCRETE
 KU4615'SIDEWALK.
 KU4615'THE LOCATION TIES ARE 30.5 FEET (9.3 M) FROM THE SOUTH EAST CORNER OF
 KU4615'HOUSE NUMBER 207, 7.9 FEET (2.4 M) FROM THE SOUTH EAST CORNER OF THE
 KU4615'DRIVEWAY OF HOUSE NUMBER 207 AND 24.2 FEET (7.4 M) FROM THE SOUTH
 KU4615'WEST CORNER OF THE DRIVEWAY OF HOUSE NUMBER 203.
 KU4615
 KU4615                          STATION RECOVERY (1991)
 KU4615
 KU4615'RECOVERED 1991
 KU4615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4632 ***********************************************************************
 KU4632  DESIGNATION -  04E 07N AZ
 KU4632  PID         -  KU4632
 KU4632  STATE/COUNTY-  NY/NASSAU
 KU4632  USGS QUAD   -  LYNBROOK (1969)
 KU4632
 KU4632                         *CURRENT SURVEY CONTROL
 KU4632  ___________________________________________________________________
 KU4632* NAD 83(1996)-  40 39 25.29341(N)    073 42 23.82322(W)     ADJUSTED  
 KU4632* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 KU4632  ___________________________________________________________________
 KU4632  X           -   1,359,425.103 (meters)                     COMP
 KU4632  Y           -  -4,650,865.279 (meters)                     COMP
 KU4632  Z           -   4,133,584.749 (meters)                     COMP
 KU4632  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 KU4632  ELLIP HEIGHT-         -28.94  (meters)          (12/03/02) GPS OBS
 KU4632  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU4632
 KU4632  HORZ ORDER  -  FIRST
 KU4632  ELLP ORDER  -  FOURTH    CLASS II
 KU4632
 KU4632.The horizontal coordinates were established by GPS observations
 KU4632.and adjusted by the National Geodetic Survey in January 1999..
 KU4632
 KU4632.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4632
 KU4632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4632
 KU4632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4632
 KU4632.The ellipsoidal height was determined by GPS observations
 KU4632.and is referenced to NAD 83.
 KU4632
 KU4632.The geoid height was determined by GEOID03.
 KU4632
 KU4632;                    North         East     Units Scale Factor Converg.
 KU4632;SPC NY L     -    54,493.768   324,811.261   MT  1.00000055   +0 11 30.8
 KU4632;SPC NY L     -   178,784.97  1,065,651.61   sFT  1.00000055   +0 11 30.8
 KU4632;UTM  18      - 4,501,488.947   609,338.761   MT  0.99974715   +0 50 33.9
 KU4632
 KU4632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4632!SPC NY L     -   1.00000454  x   1.00000055  =   1.00000509
 KU4632!UTM  18      -   1.00000454  x   0.99974715  =   0.99975169
 KU4632
 KU4632|---------------------------------------------------------------------|
 KU4632| PID    Reference Object                     Distance      Geod. Az  |
 KU4632|                                                           dddmmss.s |
 KU4632| KU4615 04E 07N                             178.101 METERS 25735     |
 KU4632| KU4616 04E 08N                             APPROX. 1.5 KM 3584301.6 |
 KU4632|---------------------------------------------------------------------|
 KU4632
 KU4632                          SUPERSEDED SURVEY CONTROL
 KU4632
 KU4632  ELLIP H (09/01/99)  -28.94   (m)                       GP(       ) 4 1
 KU4632  NAD 83(1996)-  40 39 25.29683(N)    073 42 23.82201(W) AD(       ) 1
 KU4632  NAD 83(1992)-  40 39 25.29676(N)    073 42 23.82194(W) AD(       ) 1
 KU4632  NAD 83(1986)-  40 39 25.29709(N)    073 42 23.82241(W) AD(       ) 1
 KU4632  NGVD 29 (03/24/92)    3.2    (m)           10.     (f) GPS OBS        
 KU4632
 KU4632.Superseded values are not recommended for survey control.
 KU4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4632.See file dsdata.txt to determine how the superseded data were derived.
 KU4632
 KU4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0933901489(NAD 83)
 KU4632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4632_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4632_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4632_STAMPING: 04E07NAZ
 KU4632_MARK LOGO: NYDPW 
 KU4632_PROJECTION: RECESSED 8 CENTIMETERS
 KU4632_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4632+STABILITY: POSITION/ELEVATION WELL
 KU4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4632+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 KU4632_ROD/PIPE-DEPTH: 20.6 meters
 KU4632_SLEEVE-DEPTH  : 1.52 meters
 KU4632
 KU4632  HISTORY     - Date     Condition        Report By
 KU4632  HISTORY     - 1990     MONUMENTED       SBAS
 KU4632  HISTORY     - 19910430 GOOD
 KU4632
 KU4632                          STATION DESCRIPTION
 KU4632
 KU4632'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4632'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 19 FEET
 KU4632'(5.8 M) NORTH OF THE CENTERLINE OF RIDGE AVENUE AND 95 FEET (29.0 M)
 KU4632'EAST OF THE CENTERLINE OF ELMWOOD STREET,IN THE CONCRETE SIDEWALK.
 KU4632'THE LOCATION TIES ARE 32.8 FEET (10.0 M) FROM THE EAST GATE POST OF
 KU4632'THE CHAIN LINK FENCE, 10.5 FEET (3.2 M) FROM THE SOUTH EAST CORNER OF
 KU4632'THE 6 FOOT (1.8 M) CHAIN LINK FENCE AND 46.5 FEET (14.2 M) FROM THE
 KU4632'UTILITY POLE ON THE SOUTH SIDE OF RIDGE AVENUE.
 KU4632
 KU4632                          STATION RECOVERY (1991)
 KU4632
 KU4632'RECOVERED 1991
 KU4632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4616 ***********************************************************************
 KU4616  DESIGNATION -  04E 08N
 KU4616  PID         -  KU4616
 KU4616  STATE/COUNTY-  NY/NASSAU
 KU4616  USGS QUAD   -  LYNBROOK (1969)
 KU4616
 KU4616                         *CURRENT SURVEY CONTROL
 KU4616  ___________________________________________________________________
 KU4616* NAD 83(1996)-  40 40 13.25339(N)    073 42 25.23380(W)     ADJUSTED  
 KU4616* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 KU4616  ___________________________________________________________________
 KU4616  X           -   1,359,123.376 (meters)                     COMP
 KU4616  Y           -  -4,649,951.098 (meters)                     COMP
 KU4616  Z           -   4,134,708.554 (meters)                     COMP
 KU4616  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 KU4616  ELLIP HEIGHT-         -26.46  (meters)          (12/03/02) GPS OBS
 KU4616  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KU4616
 KU4616  HORZ ORDER  -  FIRST
 KU4616  ELLP ORDER  -  FOURTH    CLASS II
 KU4616
 KU4616.The horizontal coordinates were established by GPS observations
 KU4616.and adjusted by the National Geodetic Survey in January 1999..
 KU4616
 KU4616.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4616
 KU4616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4616
 KU4616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4616
 KU4616.The ellipsoidal height was determined by GPS observations
 KU4616.and is referenced to NAD 83.
 KU4616
 KU4616.The geoid height was determined by GEOID03.
 KU4616
 KU4616;                    North         East     Units Scale Factor Converg.
 KU4616;SPC NY L     -    55,973.047   324,773.176   MT  0.99999980   +0 11 29.9
 KU4616;SPC NY L     -   183,638.24  1,065,526.66   sFT  0.99999980   +0 11 29.9
 KU4616;UTM  18      - 4,502,967.324   609,283.886   MT  0.99974700   +0 50 33.8
 KU4616
 KU4616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4616!SPC NY L     -   1.00000415  x   0.99999980  =   1.00000395
 KU4616!UTM  18      -   1.00000415  x   0.99974700  =   0.99975115
 KU4616
 KU4616:                Primary Azimuth Mark                     Grid Az
 KU4616:SPC NY L     -  04E 09N                                  005 20 34.9
 KU4616:UTM  18      -  04E 09N                                  004 41 31.0
 KU4616
 KU4616|---------------------------------------------------------------------|
 KU4616| PID    Reference Object                     Distance      Geod. Az  |
 KU4616|                                                           dddmmss.s |
 KU4616| KU4617 04E 09N                             APPROX. 1.8 KM 0053204.8 |
 KU4616| KU4633 04E 08N AZ                          APPROX. 0.8 KM 0182831.9 |
 KU4616|---------------------------------------------------------------------|
 KU4616
 KU4616                          SUPERSEDED SURVEY CONTROL
 KU4616
 KU4616  ELLIP H (09/01/99)  -26.46   (m)                       GP(       ) 4 1
 KU4616  NAD 83(1996)-  40 40 13.25679(N)    073 42 25.23261(W) AD(       ) 1
 KU4616  NAD 83(1992)-  40 40 13.25674(N)    073 42 25.23252(W) AD(       ) 1
 KU4616  NAD 83(1986)-  40 40 13.25685(N)    073 42 25.23318(W) AD(       ) 1
 KU4616  NGVD 29 (03/24/92)    5.7    (m)           19.     (f) GPS OBS        
 KU4616
 KU4616.Superseded values are not recommended for survey control.
 KU4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4616.See file dsdata.txt to determine how the superseded data were derived.
 KU4616
 KU4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0928402967(NAD 83)
 KU4616_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4616_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4616_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4616_STAMPING: 04E08N
 KU4616_MARK LOGO: NYDPW 
 KU4616_PROJECTION: RECESSED 8 CENTIMETERS
 KU4616_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4616+STABILITY: POSITION/ELEVATION WELL
 KU4616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4616+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1990
 KU4616_ROD/PIPE-DEPTH: 20.6 meters
 KU4616_SLEEVE-DEPTH  : 1.52 meters
 KU4616
 KU4616  HISTORY     - Date     Condition        Report By
 KU4616  HISTORY     - 1989     MONUMENTED       SBAS
 KU4616  HISTORY     - 19900104 GOOD
 KU4616
 KU4616                          STATION DESCRIPTION
 KU4616
 KU4616'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4616'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 96 FEET
 KU4616'(29.3 M) SOUTH OF THE CENTERLINE OF SAPIR STREET AND 23 FEET (7.0 M)
 KU4616'EAST OF THE CENTERLINE OF EAST AVENUE,IN THE CONCRETE SIDEWALK.
 KU4616'THE LOCATION TIES ARE 42.7 FEET (13.0 M) FROM THE END OF THE WOOD
 KU4616'FENCE BETWEEN HOUSE NUMBERS 39 AND 41, 49.4 FEET (15.1 M) FROM THE
 KU4616'CENTER OF THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 2 AND
 KU4616'55.7 FEET (17.0 M) FROM THE CORNER OF THE CHAIN LINK FENCE BETWEEN
 KU4616'HOUSE NUMBERS 38 AND 40.
 KU4616
 KU4616                          STATION RECOVERY (1990)
 KU4616
 KU4616'RECOVERED 1990
 KU4616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4633 ***********************************************************************
 KU4633  DESIGNATION -  04E 08N AZ
 KU4633  PID         -  KU4633
 KU4633  STATE/COUNTY-  NY/NASSAU
 KU4633  USGS QUAD   -  LYNBROOK (1969)
 KU4633
 KU4633                         *CURRENT SURVEY CONTROL
 KU4633  ___________________________________________________________________
 KU4633* NAD 83(1996)-  40 40 36.37805(N)    073 42 15.08528(W)     ADJUSTED  
 KU4633* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 KU4633  ___________________________________________________________________
 KU4633  X           -   1,359,222.539 (meters)                     COMP
 KU4633  Y           -  -4,649,440.837 (meters)                     COMP
 KU4633  Z           -   4,135,252.097 (meters)                     COMP
 KU4633  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 KU4633  ELLIP HEIGHT-         -22.56  (meters)          (12/03/02) GPS OBS
 KU4633  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU4633
 KU4633  HORZ ORDER  -  FIRST
 KU4633  ELLP ORDER  -  FOURTH    CLASS II
 KU4633
 KU4633.The horizontal coordinates were established by GPS observations
 KU4633.and adjusted by the National Geodetic Survey in January 1999..
 KU4633
 KU4633.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4633
 KU4633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4633
 KU4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4633
 KU4633.The ellipsoidal height was determined by GPS observations
 KU4633.and is referenced to NAD 83.
 KU4633
 KU4633.The geoid height was determined by GEOID03.
 KU4633
 KU4633;                    North         East     Units Scale Factor Converg.
 KU4633;SPC NY L     -    56,687.160   325,009.123   MT  0.99999945   +0 11 36.5
 KU4633;SPC NY L     -   185,981.12  1,066,300.76   sFT  0.99999945   +0 11 36.5
 KU4633;UTM  18      - 4,503,683.891   609,511.645   MT  0.99974761   +0 50 40.9
 KU4633
 KU4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4633!SPC NY L     -   1.00000354  x   0.99999945  =   1.00000299
 KU4633!UTM  18      -   1.00000354  x   0.99974761  =   0.99975115
 KU4633
 KU4633:                Primary Azimuth Mark                     Grid Az
 KU4633:SPC NY L     -  04E 08N                                  198 17 02.0
 KU4633:UTM  18      -  04E 08N                                  197 37 57.6
 KU4633
 KU4633|---------------------------------------------------------------------|
 KU4633| PID    Reference Object                     Distance      Geod. Az  |
 KU4633|                                                           dddmmss.s |
 KU4633| KU4616 04E 08N                             APPROX. 0.8 KM 1982838.5 |
 KU4633|---------------------------------------------------------------------|
 KU4633
 KU4633                          SUPERSEDED SURVEY CONTROL
 KU4633
 KU4633  ELLIP H (09/01/99)  -22.56   (m)                       GP(       ) 4 1
 KU4633  NAD 83(1996)-  40 40 36.38146(N)    073 42 15.08412(W) AD(       ) 1
 KU4633  NAD 83(1992)-  40 40 36.38141(N)    073 42 15.08404(W) AD(       ) 1
 KU4633  NAD 83(1986)-  40 40 36.38148(N)    073 42 15.08472(W) AD(       ) 1
 KU4633  NGVD 29 (03/24/92)    9.5    (m)           31.     (f) GPS OBS        
 KU4633
 KU4633.Superseded values are not recommended for survey control.
 KU4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4633.See file dsdata.txt to determine how the superseded data were derived.
 KU4633
 KU4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0951203684(NAD 83)
 KU4633_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4633_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4633_STAMPING: 04E08NAZ
 KU4633_MARK LOGO: NYDPW 
 KU4633_PROJECTION: RECESSED 8 CENTIMETERS
 KU4633_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4633+STABILITY: POSITION/ELEVATION WELL
 KU4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4633+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 KU4633_ROD/PIPE-DEPTH: 20.6 meters
 KU4633_SLEEVE-DEPTH  : 1.52 meters
 KU4633
 KU4633  HISTORY     - Date     Condition        Report By
 KU4633  HISTORY     - 1989     MONUMENTED       SBAS
 KU4633  HISTORY     - 19900501 GOOD
 KU4633
 KU4633                          STATION DESCRIPTION
 KU4633
 KU4633'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4633'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 25 FEET
 KU4633'(7.6 M) NORTH OF THE CENTERLINE OF HENDRICKSON AVENUE AND 12 FEET
 KU4633'(3.7 M) WEST OF THE CENTERLINE OF EAST AVENUE,IN THE CONCRETE
 KU4633'SIDEWALK.
 KU4633'THE LOCATION TIES ARE 34.0 FEET (10.4 M) FROM THE CENTER OF THE
 KU4633'WESTERLY SEWER MANHOLE, 29.9 FEET (9.1 M) FROM THE CENTER OF THE
 KU4633'EASTERLY SEWER MANHOLE AND 36.3 FEET (11.1 M) FROM THE SOUTH WEST
 KU4633'CORNER OF THE GARAGE OF HOUSE NUMBER 329.
 KU4633
 KU4633                          STATION RECOVERY (1990)
 KU4633
 KU4633'RECOVERED 1990
 KU4633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4617 ***********************************************************************
 KU4617  DESIGNATION -  04E 09N
 KU4617  PID         -  KU4617
 KU4617  STATE/COUNTY-  NY/NASSAU
 KU4617  USGS QUAD   -  LYNBROOK (1969)
 KU4617
 KU4617                         *CURRENT SURVEY CONTROL
 KU4617  ___________________________________________________________________
 KU4617* NAD 83(1996)-  40 41 10.99831(N)    073 42 17.88321(W)     ADJUSTED  
 KU4617* NAVD 88     -        12.0    (meters)      39.     (feet)  VERTCON   
 KU4617  ___________________________________________________________________
 KU4617  X           -   1,358,964.762 (meters)                     COMP
 KU4617  Y           -  -4,648,793.209 (meters)                     COMP
 KU4617  Z           -   4,136,063.821 (meters)                     COMP
 KU4617  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KU4617  ELLIP HEIGHT-         -19.68  (meters)          (12/03/02) GPS OBS
 KU4617  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU4617
 KU4617  HORZ ORDER  -  FIRST
 KU4617  ELLP ORDER  -  FOURTH    CLASS II
 KU4617
 KU4617.The horizontal coordinates were established by GPS observations
 KU4617.and adjusted by the National Geodetic Survey in January 1999..
 KU4617
 KU4617.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4617
 KU4617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4617
 KU4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4617
 KU4617.The ellipsoidal height was determined by GPS observations
 KU4617.and is referenced to NAD 83.
 KU4617
 KU4617.The geoid height was determined by GEOID03.
 KU4617
 KU4617;                    North         East     Units Scale Factor Converg.
 KU4617;SPC NY L     -    57,754.849   324,939.818   MT  0.99999896   +0 11 34.7
 KU4617;SPC NY L     -   189,484.03  1,066,073.39   sFT  0.99999896   +0 11 34.7
 KU4617;UTM  18      - 4,504,750.454   609,430.229   MT  0.99974740   +0 50 39.6
 KU4617
 KU4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4617!SPC NY L     -   1.00000309  x   0.99999896  =   1.00000205
 KU4617!UTM  18      -   1.00000309  x   0.99974740  =   0.99975049
 KU4617
 KU4617|---------------------------------------------------------------------|
 KU4617| PID    Reference Object                     Distance      Geod. Az  |
 KU4617|                                                           dddmmss.s |
 KU4617| KU4634 04E 09N AZ                          192.881 METERS 30338     |
 KU4617|---------------------------------------------------------------------|
 KU4617
 KU4617                          SUPERSEDED SURVEY CONTROL
 KU4617
 KU4617  ELLIP H (09/01/99)  -19.68   (m)                       GP(       ) 4 1
 KU4617  NAD 83(1996)-  40 41 11.00168(N)    073 42 17.88203(W) AD(       ) 1
 KU4617  NAD 83(1992)-  40 41 11.00162(N)    073 42 17.88193(W) AD(       ) 1
 KU4617  NAD 83(1986)-  40 41 11.00185(N)    073 42 17.88279(W) AD(       ) 1
 KU4617  NGVD 29 (03/24/92)   12.4    (m)           41.     (f) GPS OBS        
 KU4617
 KU4617.Superseded values are not recommended for survey control.
 KU4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4617.See file dsdata.txt to determine how the superseded data were derived.
 KU4617
 KU4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0943004750(NAD 83)
 KU4617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4617_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4617_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4617_STAMPING: 04E09N
 KU4617_MARK LOGO: NYDPW 
 KU4617_PROJECTION: RECESSED 8 CENTIMETERS
 KU4617_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4617+STABILITY: POSITION/ELEVATION WELL
 KU4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4617+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 KU4617_ROD/PIPE-DEPTH: 20.6 meters
 KU4617_SLEEVE-DEPTH  : 1.52 meters
 KU4617
 KU4617  HISTORY     - Date     Condition        Report By
 KU4617  HISTORY     - 1990     MONUMENTED       SBAS
 KU4617  HISTORY     - 19910319 GOOD
 KU4617
 KU4617                          STATION DESCRIPTION
 KU4617
 KU4617'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4617'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 20 FEET (6.1 M)
 KU4617'SOUTH OF THE CENTERLINE OF CAROLINE AVENUE AND 114 FEET (34.7 M) EAST
 KU4617'OF THE CENTERLINE OF NIAGARA STREET,IN THE CONCRETE SIDEWALK.
 KU4617'THE LOCATION TIES ARE 14.7 FEET (4.5 M) FROM THE CENTER OF THE LAMP
 KU4617'POST, 30.5 FEET (9.3 M) FROM THE NORTH EAST CORNER OF THE GARAGE OF
 KU4617'HOUSE NUMBER 753 AND 61.9 FEET (18.9 M) FROM THE CENTER OF THE
 KU4617'HYDRANT.
 KU4617
 KU4617                          STATION RECOVERY (1991)
 KU4617
 KU4617'RECOVERED 1991
 KU4617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4634 ***********************************************************************
 KU4634  DESIGNATION -  04E 09N AZ
 KU4634  PID         -  KU4634
 KU4634  STATE/COUNTY-  NY/NASSAU
 KU4634  USGS QUAD   -  LYNBROOK (1969)
 KU4634
 KU4634                         *CURRENT SURVEY CONTROL
 KU4634  ___________________________________________________________________
 KU4634* NAD 83(1996)-  40 41 14.46153(N)    073 42 24.72253(W)     ADJUSTED  
 KU4634* NAVD 88     -        14.7    (meters)      48.     (feet)  VERTCON   
 KU4634  ___________________________________________________________________
 KU4634  X           -   1,358,791.640 (meters)                     COMP
 KU4634  Y           -  -4,648,773.342 (meters)                     COMP
 KU4634  Z           -   4,136,146.548 (meters)                     COMP
 KU4634  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 KU4634  ELLIP HEIGHT-         -17.04  (meters)          (12/03/02) GPS OBS
 KU4634  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4634
 KU4634  HORZ ORDER  -  FIRST
 KU4634  ELLP ORDER  -  FOURTH    CLASS II
 KU4634
 KU4634.The horizontal coordinates were established by GPS observations
 KU4634.and adjusted by the National Geodetic Survey in January 1999..
 KU4634
 KU4634.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4634
 KU4634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4634
 KU4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4634
 KU4634.The ellipsoidal height was determined by GPS observations
 KU4634.and is referenced to NAD 83.
 KU4634
 KU4634.The geoid height was determined by GEOID03.
 KU4634
 KU4634;                    North         East     Units Scale Factor Converg.
 KU4634;SPC NY L     -    57,861.137   324,778.866   MT  0.99999892   +0 11 30.2
 KU4634;SPC NY L     -   189,832.75  1,065,545.33   sFT  0.99999892   +0 11 30.2
 KU4634;UTM  18      - 4,504,854.880   609,268.119   MT  0.99974696   +0 50 35.2
 KU4634
 KU4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4634!SPC NY L     -   1.00000267  x   0.99999892  =   1.00000159
 KU4634!UTM  18      -   1.00000267  x   0.99974696  =   0.99974963
 KU4634
 KU4634|---------------------------------------------------------------------|
 KU4634| PID    Reference Object                     Distance      Geod. Az  |
 KU4634|                                                           dddmmss.s |
 KU4634| KU4617 04E 09N                             192.881 METERS 12338     |
 KU4634|---------------------------------------------------------------------|
 KU4634
 KU4634                          SUPERSEDED SURVEY CONTROL
 KU4634
 KU4634  ELLIP H (09/01/99)  -17.04   (m)                       GP(       ) 4 1
 KU4634  NAD 83(1996)-  40 41 14.46483(N)    073 42 24.72135(W) AD(       ) 1
 KU4634  NAD 83(1992)-  40 41 14.46476(N)    073 42 24.72123(W) AD(       ) 1
 KU4634  NAD 83(1986)-  40 41 14.46482(N)    073 42 24.72210(W) AD(       ) 1
 KU4634  NGVD 29 (03/24/92)   15.0    (m)           49.     (f) GPS OBS        
 KU4634
 KU4634.Superseded values are not recommended for survey control.
 KU4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4634.See file dsdata.txt to determine how the superseded data were derived.
 KU4634
 KU4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0926804855(NAD 83)
 KU4634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4634_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4634_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4634_STAMPING: 04E09NAZ
 KU4634_MARK LOGO: NYDPW 
 KU4634_PROJECTION: RECESSED 8 CENTIMETERS
 KU4634_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4634+STABILITY: POSITION/ELEVATION WELL
 KU4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4634+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 KU4634_ROD/PIPE-DEPTH: 20.6 meters
 KU4634_SLEEVE-DEPTH  : 1.52 meters
 KU4634
 KU4634  HISTORY     - Date     Condition        Report By
 KU4634  HISTORY     - 1990     MONUMENTED       SBAS
 KU4634  HISTORY     - 19910226 GOOD
 KU4634
 KU4634                          STATION DESCRIPTION
 KU4634
 KU4634'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4634'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4634'NORTH OF THE CENTERLINE OF CAROLINE STREET AND 7 FEET (2.1 M) WEST OF
 KU4634'THE CENTERLINE OF THE EXTENDED BUFFALO STREET,IN THE CONCRETE
 KU4634'SIDEWALK.
 KU4634'THE LOCATION TIES ARE 46.1 FEET (14.1 M) FROM THE CENTER OF THE LAMP
 KU4634'POST, 29.1 FEET (8.9 M) FROM THE SOUTH EAST CORNER OF THE GARAGE OF
 KU4634'HOUSE NUMBER 86 AND 52.5 FEET (16.0 M) FROM THE SOUTH WEST CORNER OF
 KU4634'THE GARAGE OF HOUSE NUMBER 90.
 KU4634
 KU4634                          STATION RECOVERY (1991)
 KU4634
 KU4634'RECOVERED 1991
 KU4634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4618 ***********************************************************************
 KU4618  DESIGNATION -  04E 10N
 KU4618  PID         -  KU4618
 KU4618  STATE/COUNTY-  NY/NASSAU
 KU4618  USGS QUAD   -  LYNBROOK (1969)
 KU4618
 KU4618                         *CURRENT SURVEY CONTROL
 KU4618  ___________________________________________________________________
 KU4618* NAD 83(1996)-  40 42 10.11785(N)    073 42 16.40487(W)     ADJUSTED  
 KU4618* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 KU4618  ___________________________________________________________________
 KU4618  X           -   1,358,665.995 (meters)                     COMP
 KU4618  Y           -  -4,647,647.489 (meters)                     COMP
 KU4618  Z           -   4,137,451.254 (meters)                     COMP
 KU4618  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KU4618  ELLIP HEIGHT-         -12.38  (meters)          (12/03/02) GPS OBS
 KU4618  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU4618
 KU4618  HORZ ORDER  -  FIRST
 KU4618  ELLP ORDER  -  FOURTH    CLASS II
 KU4618
 KU4618.The horizontal coordinates were established by GPS observations
 KU4618.and adjusted by the National Geodetic Survey in January 1999..
 KU4618
 KU4618.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4618
 KU4618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4618
 KU4618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4618
 KU4618.The ellipsoidal height was determined by GPS observations
 KU4618.and is referenced to NAD 83.
 KU4618
 KU4618.The geoid height was determined by GEOID03.
 KU4618
 KU4618;                    North         East     Units Scale Factor Converg.
 KU4618;SPC NY L     -    59,578.594   324,968.381   MT  0.99999819   +0 11 35.7
 KU4618;SPC NY L     -   195,467.44  1,066,167.10   sFT  0.99999819   +0 11 35.7
 KU4618;UTM  18      - 4,506,573.948   609,438.050   MT  0.99974742   +0 50 41.6
 KU4618
 KU4618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4618!SPC NY L     -   1.00000194  x   0.99999819  =   1.00000013
 KU4618!UTM  18      -   1.00000194  x   0.99974742  =   0.99974936
 KU4618
 KU4618:                Primary Azimuth Mark                     Grid Az
 KU4618:SPC NY L     -  04E 10N AZ                               023 19 31.7
 KU4618:UTM  18      -  04E 10N AZ                               022 40 25.8
 KU4618
 KU4618|---------------------------------------------------------------------|
 KU4618| PID    Reference Object                     Distance      Geod. Az  |
 KU4618|                                                           dddmmss.s |
 KU4618| KU4635 04E 10N AZ                          APPROX. 0.6 KM 0233107.4 |
 KU4618|---------------------------------------------------------------------|
 KU4618
 KU4618                          SUPERSEDED SURVEY CONTROL
 KU4618
 KU4618  ELLIP H (09/01/99)  -12.38   (m)                       GP(       ) 4 1
 KU4618  NAD 83(1996)-  40 42 10.12111(N)    073 42 16.40369(W) AD(       ) 1
 KU4618  NAD 83(1992)-  40 42 10.12103(N)    073 42 16.40356(W) AD(       ) 1
 KU4618  NAD 83(1986)-  40 42 10.12110(N)    073 42 16.40455(W) AD(       ) 1
 KU4618  NGVD 29 (03/24/92)   19.6    (m)           64.     (f) GPS OBS        
 KU4618
 KU4618.Superseded values are not recommended for survey control.
 KU4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4618.See file dsdata.txt to determine how the superseded data were derived.
 KU4618
 KU4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0943806574(NAD 83)
 KU4618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4618_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4618_STAMPING: 04E10N
 KU4618_MARK LOGO: NYDPW 
 KU4618_PROJECTION: RECESSED 8 CENTIMETERS
 KU4618_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4618+STABILITY: POSITION/ELEVATION WELL
 KU4618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4618+SATELLITE: SATELLITE OBSERVATIONS - January 02, 1990
 KU4618_ROD/PIPE-DEPTH: 20.6 meters
 KU4618_SLEEVE-DEPTH  : 1.52 meters
 KU4618
 KU4618  HISTORY     - Date     Condition        Report By
 KU4618  HISTORY     - 1989     MONUMENTED       SBAS
 KU4618  HISTORY     - 19900102 GOOD
 KU4618
 KU4618                          STATION DESCRIPTION
 KU4618
 KU4618'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4618'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 40 FEET (12.2 M)
 KU4618'SOUTH OF THE CENTERLINE OF ESTELLE AVENUE AND 21 FEET (6.4 M) EAST OF
 KU4618'THE CENTERLINE OF STONE STREET,IN THE CONCRETE SIDEWALK.
 KU4618'THE LOCATION TIES ARE 12.9 FEET (3.9 M) FROM THE NORTH WEST CORNER OF
 KU4618'HOUSE NUMBER 1659, 56.4 FEET (17.2 M) FROM THE HYDRANT ON THE NORTH
 KU4618'SIDE OF ESTELLE STREET AND 40.7 FEET (12.4 M) FROM THE CENTER OF THE
 KU4618'DRAIN MANHOLE ON THE WEST SIDE OF STONE STREET.
 KU4618
 KU4618                          STATION RECOVERY (1990)
 KU4618
 KU4618'RECOVERED 1990
 KU4618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4635 ***********************************************************************
 KU4635  DESIGNATION -  04E 10N AZ
 KU4635  PID         -  KU4635
 KU4635  STATE/COUNTY-  NY/NASSAU
 KU4635  USGS QUAD   -  LYNBROOK (1969)
 KU4635
 KU4635                         *CURRENT SURVEY CONTROL
 KU4635  ___________________________________________________________________
 KU4635* NAD 83(1996)-  40 42 26.73223(N)    073 42 06.90319(W)     ADJUSTED  
 KU4635* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 KU4635  ___________________________________________________________________
 KU4635  X           -   1,358,786.735 (meters)                     COMP
 KU4635  Y           -  -4,647,265.607 (meters)                     COMP
 KU4635  Z           -   4,137,841.123 (meters)                     COMP
 KU4635  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 KU4635  ELLIP HEIGHT-         -10.30  (meters)          (12/03/02) GPS OBS
 KU4635  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4635
 KU4635  HORZ ORDER  -  FIRST
 KU4635  ELLP ORDER  -  FOURTH    CLASS II
 KU4635
 KU4635.The horizontal coordinates were established by GPS observations
 KU4635.and adjusted by the National Geodetic Survey in January 1999..
 KU4635
 KU4635.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4635
 KU4635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4635
 KU4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4635
 KU4635.The ellipsoidal height was determined by GPS observations
 KU4635.and is referenced to NAD 83.
 KU4635
 KU4635.The geoid height was determined by GEOID03.
 KU4635
 KU4635;                    North         East     Units Scale Factor Converg.
 KU4635;SPC NY L     -    60,091.845   325,189.692   MT  0.99999799   +0 11 41.9
 KU4635;SPC NY L     -   197,151.33  1,066,893.18   sFT  0.99999799   +0 11 41.9
 KU4635;UTM  18      - 4,507,089.554   609,653.456   MT  0.99974800   +0 50 48.1
 KU4635
 KU4635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4635!SPC NY L     -   1.00000162  x   0.99999799  =   0.99999961
 KU4635!UTM  18      -   1.00000162  x   0.99974800  =   0.99974962
 KU4635
 KU4635:                Primary Azimuth Mark                     Grid Az
 KU4635:SPC NY L     -  04E 10N                                  203 19 31.7
 KU4635:UTM  18      -  04E 10N                                  202 40 25.5
 KU4635
 KU4635|---------------------------------------------------------------------|
 KU4635| PID    Reference Object                     Distance      Geod. Az  |
 KU4635|                                                           dddmmss.s |
 KU4635| KU4618 04E 10N                             APPROX. 0.6 KM 2033113.6 |
 KU4635|---------------------------------------------------------------------|
 KU4635
 KU4635                          SUPERSEDED SURVEY CONTROL
 KU4635
 KU4635  ELLIP H (09/01/99)  -10.30   (m)                       GP(       ) 4 1
 KU4635  NAD 83(1996)-  40 42 26.73539(N)    073 42 06.90205(W) AD(       ) 1
 KU4635  NAD 83(1992)-  40 42 26.73528(N)    073 42 06.90190(W) AD(       ) 1
 KU4635  NAD 83(1986)-  40 42 26.73526(N)    073 42 06.90308(W) AD(       ) 1
 KU4635  NGVD 29 (03/24/92)   21.7    (m)           71.     (f) GPS OBS        
 KU4635
 KU4635.Superseded values are not recommended for survey control.
 KU4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4635.See file dsdata.txt to determine how the superseded data were derived.
 KU4635
 KU4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0965307090(NAD 83)
 KU4635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4635_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4635_STAMPING: 04E10NAZ
 KU4635_MARK LOGO: NYDPW 
 KU4635_PROJECTION: RECESSED 8 CENTIMETERS
 KU4635_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4635+STABILITY: POSITION/ELEVATION WELL
 KU4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4635+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 KU4635_ROD/PIPE-DEPTH: 20.6 meters
 KU4635_SLEEVE-DEPTH  : 1.52 meters
 KU4635
 KU4635  HISTORY     - Date     Condition        Report By
 KU4635  HISTORY     - 1989     MONUMENTED       SBAS
 KU4635  HISTORY     - 19900618 GOOD
 KU4635
 KU4635                          STATION DESCRIPTION
 KU4635
 KU4635'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4635'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 33 FEET (10.1 M)
 KU4635'NORTH OF THE CENTERLINE OF HEMPSTEAD TURNPIKE AND 25 FEET (7.6 M) EAST
 KU4635'OF THE CENTERLINE OF THE EXTENDED STONE STREET,IN THE CONCRETE
 KU4635'ISLAND.
 KU4635'THE LOCATION TIES ARE 12.1 FEET (3.7 M) FROM THE SOUTH POST OF THE TSS
 KU4635'ENTRANCE SIGN, 8.6 FEET (2.6 M) FROM THE CENTER OF THE UTILITY POLE
 KU4635'AND 65.8 FEET (20.1 M) FROM THE CENTER OF THE NEW YORK TELEPHONE
 KU4635'MANHOLE.
 KU4635
 KU4635                          STATION RECOVERY (1990)
 KU4635
 KU4635'RECOVERED 1990
 KU4635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4619 ***********************************************************************
 KU4619  DESIGNATION -  04E 11N
 KU4619  PID         -  KU4619
 KU4619  STATE/COUNTY-  NY/NASSAU
 KU4619  USGS QUAD   -  LYNBROOK (1969)
 KU4619
 KU4619                         *CURRENT SURVEY CONTROL
 KU4619  ___________________________________________________________________
 KU4619* NAD 83(1996)-  40 42 49.34614(N)    073 42 28.89917(W)     ADJUSTED  
 KU4619* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 KU4619  ___________________________________________________________________
 KU4619  X           -   1,358,163.607 (meters)                     COMP
 KU4619  Y           -  -4,646,974.107 (meters)                     COMP
 KU4619  Z           -   4,138,370.187 (meters)                     COMP
 KU4619  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KU4619  ELLIP HEIGHT-          -9.84  (meters)          (12/03/02) GPS OBS
 KU4619  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4619
 KU4619  HORZ ORDER  -  FIRST
 KU4619  ELLP ORDER  -  FOURTH    CLASS II
 KU4619
 KU4619.The horizontal coordinates were established by GPS observations
 KU4619.and adjusted by the National Geodetic Survey in January 1999..
 KU4619
 KU4619.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4619
 KU4619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4619
 KU4619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4619
 KU4619.The ellipsoidal height was determined by GPS observations
 KU4619.and is referenced to NAD 83.
 KU4619
 KU4619.The geoid height was determined by GEOID03.
 KU4619
 KU4619;                    North         East     Units Scale Factor Converg.
 KU4619;SPC NY L     -    60,787.666   324,671.039   MT  0.99999772   +0 11 27.5
 KU4619;SPC NY L     -   199,434.20  1,065,191.57   sFT  0.99999772   +0 11 27.5
 KU4619;UTM  18      - 4,507,779.257   609,127.053   MT  0.99974658   +0 50 34.1
 KU4619
 KU4619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4619!SPC NY L     -   1.00000154  x   0.99999772  =   0.99999926
 KU4619!UTM  18      -   1.00000154  x   0.99974658  =   0.99974812
 KU4619
 KU4619|---------------------------------------------------------------------|
 KU4619| PID    Reference Object                     Distance      Geod. Az  |
 KU4619|                                                           dddmmss.s |
 KU4619| KU4636 04E 11N AZ                          304.642 METERS 03110     |
 KU4619| KU4618 04E 10N                             APPROX. 1.2 KM 1662228.8 |
 KU4619|---------------------------------------------------------------------|
 KU4619
 KU4619                          SUPERSEDED SURVEY CONTROL
 KU4619
 KU4619  ELLIP H (09/01/99)   -9.83   (m)                       GP(       ) 4 1
 KU4619  NAD 83(1996)-  40 42 49.34942(N)    073 42 28.89796(W) AD(       ) 1
 KU4619  NAD 83(1992)-  40 42 49.34934(N)    073 42 28.89783(W) AD(       ) 1
 KU4619  NAD 83(1986)-  40 42 49.34947(N)    073 42 28.89881(W) AD(       ) 1
 KU4619  NGVD 29 (03/24/92)   22.1    (m)           73.     (f) GPS OBS        
 KU4619
 KU4619.Superseded values are not recommended for survey control.
 KU4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4619.See file dsdata.txt to determine how the superseded data were derived.
 KU4619
 KU4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0912707779(NAD 83)
 KU4619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4619_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4619_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4619_STAMPING: 04E11N
 KU4619_MARK LOGO: NYDPW 
 KU4619_PROJECTION: RECESSED 8 CENTIMETERS
 KU4619_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4619+STABILITY: POSITION/ELEVATION WELL
 KU4619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4619+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 KU4619_ROD/PIPE-DEPTH: 20.6 meters
 KU4619_SLEEVE-DEPTH  : 1.52 meters
 KU4619
 KU4619  HISTORY     - Date     Condition        Report By
 KU4619  HISTORY     - 1989     MONUMENTED       SBAS
 KU4619  HISTORY     - 19910306 GOOD
 KU4619
 KU4619                          STATION DESCRIPTION
 KU4619
 KU4619'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4619'THE POINT IS LOCATED IN FLORAL PARK, TOWN OF HEMPSTEAD, 23 FEET
 KU4619'(7.0 M) EAST OF THE CENTERLINE OF PLAINFIELD AVENUE AND 45 FEET
 KU4619'(13.7 M) SOUTH OF THE CENTERLINE OF VANDEWATER AVENUE,IN THE CONCRETE
 KU4619'SIDEWALK.
 KU4619'THE LOCATION TIES ARE 50.7 FEET (15.5 M) FROM THE LONG ISLAND LIGHTING
 KU4619'COMPANY UTILITY POLE NUMBER 26, 68.8 FEET (21.0 M) FROM THE LONG
 KU4619'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 27, 49.9 FEET (15.2 M)
 KU4619'FROM THE LONG ISLAND LIGHTING COMPANY POLE NUMBER 58 AND 7.5 FEET
 KU4619'(2.3 M) FROM THE EDGE OF THE PAVEMENT.
 KU4619
 KU4619                          STATION RECOVERY (1991)
 KU4619
 KU4619'RECOVERED 1991
 KU4619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4636 ***********************************************************************
 KU4636  DESIGNATION -  04E 11N AZ
 KU4636  PID         -  KU4636
 KU4636  STATE/COUNTY-  NY/NASSAU
 KU4636  USGS QUAD   -  LYNBROOK (1969)
 KU4636
 KU4636                         *CURRENT SURVEY CONTROL
 KU4636  ___________________________________________________________________
 KU4636* NAD 83(1996)-  40 42 57.79621(N)    073 42 22.18095(W)     ADJUSTED  
 KU4636* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 KU4636  ___________________________________________________________________
 KU4636  X           -   1,358,267.174 (meters)                     COMP
 KU4636  Y           -  -4,646,766.381 (meters)                     COMP
 KU4636  Z           -   4,138,567.495 (meters)                     COMP
 KU4636  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KU4636  ELLIP HEIGHT-         -10.24  (meters)          (12/03/02) GPS OBS
 KU4636  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4636
 KU4636  HORZ ORDER  -  FIRST
 KU4636  ELLP ORDER  -  FOURTH    CLASS II
 KU4636
 KU4636.The horizontal coordinates were established by GPS observations
 KU4636.and adjusted by the National Geodetic Survey in January 1999..
 KU4636
 KU4636.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4636
 KU4636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4636
 KU4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4636
 KU4636.The ellipsoidal height was determined by GPS observations
 KU4636.and is referenced to NAD 83.
 KU4636
 KU4636.The geoid height was determined by GEOID03.
 KU4636
 KU4636;                    North         East     Units Scale Factor Converg.
 KU4636;SPC NY L     -    61,048.849   324,827.852   MT  0.99999762   +0 11 31.9
 KU4636;SPC NY L     -   200,291.10  1,065,706.04   sFT  0.99999762   +0 11 31.9
 KU4636;UTM  18      - 4,508,042.141   609,280.845   MT  0.99974699   +0 50 38.6
 KU4636
 KU4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4636!SPC NY L     -   1.00000161  x   0.99999762  =   0.99999923
 KU4636!UTM  18      -   1.00000161  x   0.99974699  =   0.99974860
 KU4636
 KU4636:                Primary Azimuth Mark                     Grid Az
 KU4636:SPC NY L     -  04E 12N                                  006 02 57.5
 KU4636:UTM  18      -  04E 12N                                  005 23 50.8
 KU4636
 KU4636|---------------------------------------------------------------------|
 KU4636| PID    Reference Object                     Distance      Geod. Az  |
 KU4636|                                                           dddmmss.s |
 KU4636| KU4620 04E 12N                             APPROX. 1.4 KM 0061429.4 |
 KU4636|---------------------------------------------------------------------|
 KU4636
 KU4636                          SUPERSEDED SURVEY CONTROL
 KU4636
 KU4636  ELLIP H (09/01/99)  -10.24   (m)                       GP(       ) 4 1
 KU4636  NAD 83(1996)-  40 42 57.79946(N)    073 42 22.17972(W) AD(       ) 1
 KU4636  NAD 83(1992)-  40 42 57.79937(N)    073 42 22.17959(W) AD(       ) 1
 KU4636  NAD 83(1986)-  40 42 57.79950(N)    073 42 22.18061(W) AD(       ) 1
 KU4636  NGVD 29 (03/24/92)   21.7    (m)           71.     (f) GPS OBS        
 KU4636
 KU4636.Superseded values are not recommended for survey control.
 KU4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4636.See file dsdata.txt to determine how the superseded data were derived.
 KU4636
 KU4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0928108042(NAD 83)
 KU4636_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4636_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4636_STAMPING: 04E11NAZ
 KU4636_MARK LOGO: NYDPW 
 KU4636_PROJECTION: RECESSED 8 CENTIMETERS
 KU4636_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4636+STABILITY: POSITION/ELEVATION WELL
 KU4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4636+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 KU4636_ROD/PIPE-DEPTH: 20.6 meters
 KU4636_SLEEVE-DEPTH  : 1.52 meters
 KU4636
 KU4636  HISTORY     - Date     Condition        Report By
 KU4636  HISTORY     - 1989     MONUMENTED       SBAS
 KU4636  HISTORY     - 19910306 GOOD
 KU4636
 KU4636                          STATION DESCRIPTION
 KU4636
 KU4636'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4636'THE POINT IS LOCATED IN FLORAL PARK, TOWN OF HEMPSTEAD, 22 FEET
 KU4636'(6.7 M) SOUTH OF THE CENTERLINE OF MILLER AVENUE AND 52 FEET
 KU4636'(15.8 M) EAST OF THE CENTERLINE OF HEMLOCK STREET,IN THE CONCRETE
 KU4636'SIDEWALK.
 KU4636'THE LOCATION TIES ARE 35.8 FEET (10.9 M) FROM THE NEW YORK TELEPHONE
 KU4636'UTILITY POLE, 39.7 FEET (12.1 M) FROM THE DRAIN MANHOLE, 6.5 FEET
 KU4636'(2.0 M) FROM THE FACE OF THE CURB AND 65.8 FEET (20.1 M) FROM THE
 KU4636'MANHOLE CASTING OF THE CATCH BASIN.
 KU4636
 KU4636                          STATION RECOVERY (1991)
 KU4636
 KU4636'RECOVERED 1991
 KU4636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4620 ***********************************************************************
 KU4620  DESIGNATION -  04E 12N
 KU4620  PID         -  KU4620
 KU4620  STATE/COUNTY-  NY/NASSAU
 KU4620  USGS QUAD   -  LYNBROOK (1969)
 KU4620
 KU4620                         *CURRENT SURVEY CONTROL
 KU4620  ___________________________________________________________________
 KU4620* NAD 83(1996)-  40 43 42.67844(N)    073 42 15.72849(W)     ADJUSTED  
 KU4620* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 KU4620  ___________________________________________________________________
 KU4620  X           -   1,358,160.835 (meters)                     COMP
 KU4620  Y           -  -4,645,862.897 (meters)                     COMP
 KU4620  Z           -   4,139,622.090 (meters)                     COMP
 KU4620  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KU4620  ELLIP HEIGHT-          -2.07  (meters)          (12/03/02) GPS OBS
 KU4620  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4620
 KU4620  HORZ ORDER  -  FIRST
 KU4620  ELLP ORDER  -  FOURTH    CLASS II
 KU4620
 KU4620.The horizontal coordinates were established by GPS observations
 KU4620.and adjusted by the National Geodetic Survey in January 1999..
 KU4620
 KU4620.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4620
 KU4620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4620
 KU4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4620
 KU4620.The ellipsoidal height was determined by GPS observations
 KU4620.and is referenced to NAD 83.
 KU4620
 KU4620.The geoid height was determined by GEOID03.
 KU4620
 KU4620;                    North         East     Units Scale Factor Converg.
 KU4620;SPC NY L     -    62,433.821   324,974.623   MT  0.99999714   +0 11 36.1
 KU4620;SPC NY L     -   204,834.96  1,066,187.58   sFT  0.99999714   +0 11 36.1
 KU4620;UTM  18      - 4,509,428.347   609,411.815   MT  0.99974734   +0 50 43.6
 KU4620
 KU4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4620!SPC NY L     -   1.00000032  x   0.99999714  =   0.99999746
 KU4620!UTM  18      -   1.00000032  x   0.99974734  =   0.99974766
 KU4620
 KU4620|---------------------------------------------------------------------|
 KU4620| PID    Reference Object                     Distance      Geod. Az  |
 KU4620|                                                           dddmmss.s |
 KU4620| KU4637 04E 12N AZ                          258.657 METERS 25424     |
 KU4620|---------------------------------------------------------------------|
 KU4620
 KU4620                          SUPERSEDED SURVEY CONTROL
 KU4620
 KU4620  ELLIP H (09/01/99)   -2.07   (m)                       GP(       ) 4 1
 KU4620  NAD 83(1996)-  40 43 42.68157(N)    073 42 15.72736(W) AD(       ) 1
 KU4620  NAD 83(1992)-  40 43 42.68147(N)    073 42 15.72720(W) AD(       ) 1
 KU4620  NAD 83(1986)-  40 43 42.68146(N)    073 42 15.72852(W) AD(       ) 1
 KU4620  NGVD 29 (03/24/92)   29.8    (m)           98.     (f) GPS OBS        
 KU4620
 KU4620.Superseded values are not recommended for survey control.
 KU4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4620.See file dsdata.txt to determine how the superseded data were derived.
 KU4620
 KU4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0941209428(NAD 83)
 KU4620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4620_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4620_STAMPING: 04E12N
 KU4620_MARK LOGO: NYDPW 
 KU4620_PROJECTION: RECESSED 8 CENTIMETERS
 KU4620_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4620+STABILITY: POSITION/ELEVATION WELL
 KU4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4620+SATELLITE: SATELLITE OBSERVATIONS - January 02, 1990
 KU4620_ROD/PIPE-DEPTH: 20.6 meters
 KU4620_SLEEVE-DEPTH  : 1.52 meters
 KU4620
 KU4620  HISTORY     - Date     Condition        Report By
 KU4620  HISTORY     - 1989     MONUMENTED       SBAS
 KU4620  HISTORY     - 19900102 GOOD
 KU4620
 KU4620                          STATION DESCRIPTION
 KU4620
 KU4620'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4620'THE POINT IS LOCATED IN  FLORAL PARK, TOWN OF HEMPSTEAD, 86 FEET
 KU4620'(26.2 M) WEST OF THE CENTERLINE OF WHITNEY AVENUE AND 15 FEET
 KU4620'(4.6 M) NORTH OF THE CENTERLINE OF THE EASTBOUND JERICHO TURNPIKE,IN
 KU4620'THE CONCRETE PAVED AREA OF THE MEDIAN.
 KU4620'THE LOCATION TIES ARE 91.6 FEET (27.9 M) FROM THE MANHOLE, 4.2 FEET
 KU4620'(1.3 M) FROM THE NEW YORK STATE TRAFFIC SIGNAL BOX AND 54.4 FEET
 KU4620'(16.6 M) FROM THE HYDRANT.
 KU4620
 KU4620                          STATION RECOVERY (1990)
 KU4620
 KU4620'RECOVERED 1990
 KU4620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4637 ***********************************************************************
 KU4637  DESIGNATION -  04E 12N AZ
 KU4637  PID         -  KU4637
 KU4637  STATE/COUNTY-  NY/NASSAU
 KU4637  USGS QUAD   -  LYNBROOK (1969)
 KU4637
 KU4637                         *CURRENT SURVEY CONTROL
 KU4637  ___________________________________________________________________
 KU4637* NAD 83(1996)-  40 43 40.42247(N)    073 42 26.34441(W)     ADJUSTED  
 KU4637* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 KU4637  ___________________________________________________________________
 KU4637  X           -   1,357,934.057 (meters)                     COMP
 KU4637  Y           -  -4,645,974.991 (meters)                     COMP
 KU4637  Z           -   4,139,568.114 (meters)                     COMP
 KU4637  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KU4637  ELLIP HEIGHT-          -3.97  (meters)          (12/03/02) GPS OBS
 KU4637  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU4637
 KU4637  HORZ ORDER  -  FIRST
 KU4637  ELLP ORDER  -  FOURTH    CLASS II
 KU4637
 KU4637.The horizontal coordinates were established by GPS observations
 KU4637.and adjusted by the National Geodetic Survey in January 1999..
 KU4637
 KU4637.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4637
 KU4637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4637
 KU4637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4637
 KU4637.The ellipsoidal height was determined by GPS observations
 KU4637.and is referenced to NAD 83.
 KU4637
 KU4637.The geoid height was determined by GEOID03.
 KU4637
 KU4637;                    North         East     Units Scale Factor Converg.
 KU4637;SPC NY L     -    62,363.395   324,725.739   MT  0.99999716   +0 11 29.2
 KU4637;SPC NY L     -   204,603.91  1,065,371.03   sFT  0.99999716   +0 11 29.2
 KU4637;UTM  18      - 4,509,355.112   609,163.811   MT  0.99974668   +0 50 36.7
 KU4637
 KU4637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4637!SPC NY L     -   1.00000062  x   0.99999716  =   0.99999778
 KU4637!UTM  18      -   1.00000062  x   0.99974668  =   0.99974730
 KU4637
 KU4637|---------------------------------------------------------------------|
 KU4637| PID    Reference Object                     Distance      Geod. Az  |
 KU4637|                                                           dddmmss.s |
 KU4637| KU4620 04E 12N                             258.657 METERS 07424     |
 KU4637|---------------------------------------------------------------------|
 KU4637
 KU4637                          SUPERSEDED SURVEY CONTROL
 KU4637
 KU4637  ELLIP H (09/01/99)   -3.97   (m)                       GP(       ) 4 1
 KU4637  NAD 83(1996)-  40 43 40.42560(N)    073 42 26.34329(W) AD(       ) 1
 KU4637  NAD 83(1992)-  40 43 40.42549(N)    073 42 26.34312(W) AD(       ) 1
 KU4637  NAD 83(1986)-  40 43 40.42547(N)    073 42 26.34444(W) AD(       ) 1
 KU4637  NGVD 29 (03/24/92)   27.9    (m)           92.     (f) GPS OBS        
 KU4637
 KU4637.Superseded values are not recommended for survey control.
 KU4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4637.See file dsdata.txt to determine how the superseded data were derived.
 KU4637
 KU4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0916409355(NAD 83)
 KU4637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4637_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4637_STAMPING: 04E12NAZ
 KU4637_MARK LOGO: NYDPW 
 KU4637_PROJECTION: RECESSED 8 CENTIMETERS
 KU4637_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4637+STABILITY: POSITION/ELEVATION WELL
 KU4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4637+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1991
 KU4637_ROD/PIPE-DEPTH: 20.6 meters
 KU4637_SLEEVE-DEPTH  : 1.52 meters
 KU4637
 KU4637  HISTORY     - Date     Condition        Report By
 KU4637  HISTORY     - 1989     MONUMENTED       SBAS
 KU4637  HISTORY     - 19910718 GOOD
 KU4637
 KU4637                          STATION DESCRIPTION
 KU4637
 KU4637'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4637'THE POINT IS LOCATED IN FLORAL PARK, TOWN OF HEMPSTEAD, 110 FEET
 KU4637'(33.5 M) EAST OF THE CENTERLINE OF KEENE AVENUE AND 17 FEET (5.2 M)
 KU4637'SOUTH OF THE CENTERLINE OF THE EASTBOUND JERICHO TURNPIKE,IN THE
 KU4637'CONCRETE PAVED AREA OF THE MEDIAN.
 KU4637'THE LOCATION TIES ARE 52.7 FEET (16.1 M) FROM THE WESTERLY NEW YORK
 KU4637'STATE TRAFFIC SIGNAL BOX, 85.8 FEET (26.2 M) FROM THE EASTERLY NEW
 KU4637'YORK STATE SIGNAL BOX AND 2.3 FEET (0.7 M) SOUTH OF THE SOUTHERLY
 KU4637'CURBLINE OF THE WESTBOUND ROUTE 25.
 KU4637
 KU4637                          STATION RECOVERY (1991)
 KU4637
 KU4637'RECOVERED 1991
 KU4637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4621 ***********************************************************************
 KU4621  DESIGNATION -  04E 14N
 KU4621  PID         -  KU4621
 KU4621  STATE/COUNTY-  NY/NASSAU
 KU4621  USGS QUAD   -  SEA CLIFF (1979)
 KU4621
 KU4621                         *CURRENT SURVEY CONTROL
 KU4621  ___________________________________________________________________
 KU4621* NAD 83(1996)-  40 45 25.49479(N)    073 42 16.40409(W)     ADJUSTED  
 KU4621* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 KU4621  ___________________________________________________________________
 KU4621  X           -   1,357,567.669 (meters)                     COMP
 KU4621  Y           -  -4,643,890.332 (meters)                     COMP
 KU4621  Z           -   4,142,033.819 (meters)                     COMP
 KU4621  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KU4621  ELLIP HEIGHT-          11.41  (meters)          (12/03/02) GPS OBS
 KU4621  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4621
 KU4621  HORZ ORDER  -  FIRST
 KU4621  ELLP ORDER  -  FOURTH    CLASS II
 KU4621
 KU4621.The horizontal coordinates were established by GPS observations
 KU4621.and adjusted by the National Geodetic Survey in January 1999..
 KU4621
 KU4621.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4621
 KU4621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4621
 KU4621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4621
 KU4621.The ellipsoidal height was determined by GPS observations
 KU4621.and is referenced to NAD 83.
 KU4621
 KU4621.The geoid height was determined by GEOID03.
 KU4621
 KU4621;                    North         East     Units Scale Factor Converg.
 KU4621;SPC NY L     -    65,605.307   324,948.073   MT  0.99999621   +0 11 35.7
 KU4621;SPC NY L     -   215,240.08  1,066,100.47   sFT  0.99999621   +0 11 35.7
 KU4621;SPC NY E     -   213,878.210   217,163.481   MT  0.99995550   +0 31 09.6
 KU4621;SPC NY E     -   701,698.76    712,477.19   sFT  0.99995550   +0 31 09.6
 KU4621;UTM  18      - 4,512,598.535   609,349.174   MT  0.99974717   +0 50 44.9
 KU4621
 KU4621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4621!SPC NY L     -   0.99999821  x   0.99999621  =   0.99999442
 KU4621!SPC NY E     -   0.99999821  x   0.99995550  =   0.99995371
 KU4621!UTM  18      -   0.99999821  x   0.99974717  =   0.99974538
 KU4621
 KU4621|---------------------------------------------------------------------|
 KU4621| PID    Reference Object                     Distance      Geod. Az  |
 KU4621|                                                           dddmmss.s |
 KU4621| KU4638 04E 14N AZ                          301.791 METERS 17058     |
 KU4621| KU4622 04E 15N                             APPROX. 1.3 KM 3575307.3 |
 KU4621|---------------------------------------------------------------------|
 KU4621
 KU4621                          SUPERSEDED SURVEY CONTROL
 KU4621
 KU4621  ELLIP H (09/01/99)   11.41   (m)                       GP(       ) 4 1
 KU4621  NAD 83(1996)-  40 45 25.49785(N)    073 42 16.40297(W) AD(       ) 1
 KU4621  NAD 83(1992)-  40 45 25.49773(N)    073 42 16.40279(W) AD(       ) 1
 KU4621  NAD 83(1986)-  40 45 25.49789(N)    073 42 16.40430(W) AD(       ) 1
 KU4621  NGVD 29 (03/24/92)   43.2    (m)          142.     (f) GPS OBS        
 KU4621
 KU4621.Superseded values are not recommended for survey control.
 KU4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4621.See file dsdata.txt to determine how the superseded data were derived.
 KU4621
 KU4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0934912599(NAD 83)
 KU4621_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4621_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4621_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4621_STAMPING: 04E14N
 KU4621_MARK LOGO: NYDPW 
 KU4621_PROJECTION: RECESSED 8 CENTIMETERS
 KU4621_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4621+STABILITY: POSITION/ELEVATION WELL
 KU4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4621+SATELLITE: SATELLITE OBSERVATIONS - January 02, 1990
 KU4621_ROD/PIPE-DEPTH: 4.24 meters
 KU4621_SLEEVE-DEPTH  : 1.52 meters
 KU4621
 KU4621  HISTORY     - Date     Condition        Report By
 KU4621  HISTORY     - 1989     MONUMENTED       SBAS
 KU4621  HISTORY     - 19900102 GOOD
 KU4621
 KU4621                          STATION DESCRIPTION
 KU4621
 KU4621'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4621'THE POINT IS LOCATED IN LAKE SUCCESS, TOWN OF NORTH HEMPSTEAD, 27 FEET
 KU4621'(8.2 M) WEST OF THE CENTERLINE OF LAKEVILLE ROAD AND 73 FEET
 KU4621'(22.3 M) SOUTH OF THE CENTERLINE OF THE EXIT DRIVEWAY OF THE MEDICAL
 KU4621'CENTER,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4621'THE LOCATION TIES ARE 56.8 FEET (17.3 M) FROM THE TRAFFIC LIGHT POLE,
 KU4621'99.6 FEET (30.4 M) FROM THE FLAG POLE AND 23.5 FEET (7.2 M) FROM THE
 KU4621'LONG ISLAND LIGHTING COMPANY MANHOLE.
 KU4621
 KU4621                          STATION RECOVERY (1990)
 KU4621
 KU4621'RECOVERED 1990
 KU4621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4638 ***********************************************************************
 KU4638  DESIGNATION -  04E 14N AZ
 KU4638  PID         -  KU4638
 KU4638  STATE/COUNTY-  NY/NASSAU
 KU4638  USGS QUAD   -  SEA CLIFF (1979)
 KU4638
 KU4638                         *CURRENT SURVEY CONTROL
 KU4638  ___________________________________________________________________
 KU4638* NAD 83(1996)-  40 45 15.83282(N)    073 42 14.38266(W)     ADJUSTED  
 KU4638* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 KU4638  ___________________________________________________________________
 KU4638  X           -   1,357,667.390 (meters)                     COMP
 KU4638  Y           -  -4,644,062.460 (meters)                     COMP
 KU4638  Z           -   4,141,806.863 (meters)                     COMP
 KU4638  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KU4638  ELLIP HEIGHT-           9.59  (meters)          (12/03/02) GPS OBS
 KU4638  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU4638
 KU4638  HORZ ORDER  -  FIRST
 KU4638  ELLP ORDER  -  FOURTH    CLASS II
 KU4638
 KU4638.The horizontal coordinates were established by GPS observations
 KU4638.and adjusted by the National Geodetic Survey in January 1999..
 KU4638
 KU4638.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4638
 KU4638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4638
 KU4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4638
 KU4638.The ellipsoidal height was determined by GPS observations
 KU4638.and is referenced to NAD 83.
 KU4638
 KU4638.The geoid height was determined by GEOID03.
 KU4638
 KU4638;                    North         East     Units Scale Factor Converg.
 KU4638;SPC NY L     -    65,307.427   324,996.495   MT  0.99999629   +0 11 37.0
 KU4638;SPC NY L     -   214,262.78  1,066,259.33   sFT  0.99999629   +0 11 37.0
 KU4638;SPC NY E     -   213,580.622   217,213.596   MT  0.99995559   +0 31 10.8
 KU4638;SPC NY E     -   700,722.42    712,641.61   sFT  0.99995559   +0 31 10.8
 KU4638;UTM  18      - 4,512,301.299   609,400.973   MT  0.99974731   +0 50 46.1
 KU4638
 KU4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4638!SPC NY L     -   0.99999850  x   0.99999629  =   0.99999479
 KU4638!SPC NY E     -   0.99999850  x   0.99995559  =   0.99995409
 KU4638!UTM  18      -   0.99999850  x   0.99974731  =   0.99974581
 KU4638
 KU4638|---------------------------------------------------------------------|
 KU4638| PID    Reference Object                     Distance      Geod. Az  |
 KU4638|                                                           dddmmss.s |
 KU4638| KU4621 04E 14N                             301.791 METERS 35058     |
 KU4638|---------------------------------------------------------------------|
 KU4638
 KU4638                          SUPERSEDED SURVEY CONTROL
 KU4638
 KU4638  ELLIP H (09/01/99)    9.59   (m)                       GP(       ) 4 1
 KU4638  NAD 83(1996)-  40 45 15.83588(N)    073 42 14.38156(W) AD(       ) 1
 KU4638  NAD 83(1992)-  40 45 15.83576(N)    073 42 14.38138(W) AD(       ) 1
 KU4638  NAD 83(1986)-  40 45 15.83593(N)    073 42 14.38286(W) AD(       ) 1
 KU4638  NGVD 29 (03/24/92)   41.4    (m)          136.     (f) GPS OBS        
 KU4638
 KU4638.Superseded values are not recommended for survey control.
 KU4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4638.See file dsdata.txt to determine how the superseded data were derived.
 KU4638
 KU4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0940112301(NAD 83)
 KU4638_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4638_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4638_STAMPING: 04E14NAZ
 KU4638_MARK LOGO: NYDPW 
 KU4638_PROJECTION: RECESSED 8 CENTIMETERS
 KU4638_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4638+STABILITY: POSITION/ELEVATION WELL
 KU4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4638+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1991
 KU4638_ROD/PIPE-DEPTH: 6.06 meters
 KU4638_SLEEVE-DEPTH  : 1.52 meters
 KU4638
 KU4638  HISTORY     - Date     Condition        Report By
 KU4638  HISTORY     - 1989     MONUMENTED       SBAS
 KU4638  HISTORY     - 19910718 GOOD
 KU4638
 KU4638                          STATION DESCRIPTION
 KU4638
 KU4638'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4638'THE POINT IS LOCATED IN LAKE SUCCESS, TOWN OF NORTH HEMPSTEAD, 310
 KU4638'FEET (94.5 M) NORTH OF THE CENTERLINE OF 77TH AVENUE AND 35 FEET
 KU4638'(10.7 M) WEST OF THE CENTERLINE OF LAKEVILLE ROAD,IN THE AREA BETWEEN
 KU4638'THE CONCRETE SIDEWALK AND THE ASPHALT WALK.
 KU4638'THE LOCATION TIES ARE 46.6 FEET (14.2 M) FROM THE SOUTH EAST CORNER OF
 KU4638'BUILDING NUMBER 444, 23.3 FEET (7.1 M) FROM THE SEWER MANHOLE AND
 KU4638'80.2 FEET (24.4 M) FROM THE LONG ISLAND LIGHTING COMPANY MANHOLE.
 KU4638
 KU4638                          STATION RECOVERY (1991)
 KU4638
 KU4638'RECOVERED 1991
 KU4638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4622 ***********************************************************************
 KU4622  DESIGNATION -  04E 15N
 KU4622  PID         -  KU4622
 KU4622  STATE/COUNTY-  NY/NASSAU
 KU4622  USGS QUAD   -  SEA CLIFF (1979)
 KU4622
 KU4622                         *CURRENT SURVEY CONTROL
 KU4622  ___________________________________________________________________
 KU4622* NAD 83(1996)-  40 46 06.32214(N)    073 42 18.38693(W)     ADJUSTED  
 KU4622* NAVD 88     -        64.2    (meters)     211.     (feet)  VERTCON   
 KU4622  ___________________________________________________________________
 KU4622  X           -   1,357,296.852 (meters)                     COMP
 KU4622  Y           -  -4,643,129.669 (meters)                     COMP
 KU4622  Z           -   4,143,001.691 (meters)                     COMP
 KU4622  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KU4622  ELLIP HEIGHT-          32.81  (meters)          (12/03/02) GPS OBS
 KU4622  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4622
 KU4622  HORZ ORDER  -  FIRST
 KU4622  ELLP ORDER  -  FOURTH    CLASS II
 KU4622
 KU4622.The horizontal coordinates were established by GPS observations
 KU4622.and adjusted by the National Geodetic Survey in January 1999..
 KU4622
 KU4622.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4622
 KU4622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4622
 KU4622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4622
 KU4622.The ellipsoidal height was determined by GPS observations
 KU4622.and is referenced to NAD 83.
 KU4622
 KU4622.The geoid height was determined by GEOID03.
 KU4622
 KU4622;                    North         East     Units Scale Factor Converg.
 KU4622;SPC NY L     -    66,864.541   324,897.323   MT  0.99999591   +0 11 34.4
 KU4622;SPC NY L     -   219,371.41  1,065,933.97   sFT  0.99999591   +0 11 34.4
 KU4622;SPC NY E     -   215,137.083   217,105.567   MT  0.99995541   +0 31 08.7
 KU4622;SPC NY E     -   705,828.91    712,287.18   sFT  0.99995541   +0 31 08.7
 KU4622;UTM  18      - 4,513,856.795   609,284.100   MT  0.99974700   +0 50 44.3
 KU4622
 KU4622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4622!SPC NY L     -   0.99999485  x   0.99999591  =   0.99999076
 KU4622!SPC NY E     -   0.99999485  x   0.99995541  =   0.99995026
 KU4622!UTM  18      -   0.99999485  x   0.99974700  =   0.99974185
 KU4622
 KU4622:                Primary Azimuth Mark                     Grid Az
 KU4622:SPC NY L     -  04E 14N                                  177 41 31.6
 KU4622:SPC NY E     -  04E 14N                                  177 21 57.3
 KU4622:UTM  18      -  04E 14N                                  177 02 21.7
 KU4622
 KU4622|---------------------------------------------------------------------|
 KU4622| PID    Reference Object                     Distance      Geod. Az  |
 KU4622|                                                           dddmmss.s |
 KU4622| KU4621 04E 14N                             APPROX. 1.3 KM 1775306.0 |
 KU4622| KU4639 04E 15N AZ                          168.864 METERS 27656     |
 KU4622|---------------------------------------------------------------------|
 KU4622
 KU4622                          SUPERSEDED SURVEY CONTROL
 KU4622
 KU4622  ELLIP H (09/01/99)   32.81   (m)                       GP(       ) 4 1
 KU4622  NAD 83(1996)-  40 46 06.32518(N)    073 42 18.38582(W) AD(       ) 1
 KU4622  NAD 83(1992)-  40 46 06.32505(N)    073 42 18.38564(W) AD(       ) 1
 KU4622  NAD 83(1986)-  40 46 06.32526(N)    073 42 18.38715(W) AD(       ) 1
 KU4622  NGVD 29 (03/24/92)   64.5    (m)          212.     (f) GPS OBS        
 KU4622
 KU4622.Superseded values are not recommended for survey control.
 KU4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4622.See file dsdata.txt to determine how the superseded data were derived.
 KU4622
 KU4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0928413857(NAD 83)
 KU4622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4622_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4622_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4622_STAMPING: 04E15N
 KU4622_MARK LOGO: NYDPW 
 KU4622_PROJECTION: RECESSED 8 CENTIMETERS
 KU4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4622+STABILITY: POSITION/ELEVATION WELL
 KU4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4622+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1991
 KU4622_ROD/PIPE-DEPTH: 16.7 meters
 KU4622_SLEEVE-DEPTH  : 1.52 meters
 KU4622
 KU4622  HISTORY     - Date     Condition        Report By
 KU4622  HISTORY     - 1990     MONUMENTED       SBAS
 KU4622  HISTORY     - 19910225 GOOD
 KU4622
 KU4622                          STATION DESCRIPTION
 KU4622
 KU4622'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4622'THE POINT IS LOCATED IN LAKE SUCCESS, TOWN OF NORTH HEMPSTEAD, 265
 KU4622'FEET (80.8 M) WEST OF THE CENTERLINE OF JEFFREY LANE, 14 FEET
 KU4622'(4.3 M) NORTH OF THE CENTERLINE OF JEFFREY LANE AND 400 FEET
 KU4622'(121.9 M) SOUTH OF THE CENTERLINE OF SOUTH SERVICE ROAD OF THE LONG
 KU4622'ISLAND EXPRESSWAY,IN THE GRASS AREA BEHIND THE CURB.
 KU4622'THE LOCATION TIES ARE 8.8 FEET (2.7 M) FROM THE HYDRANT, 20.0 FEET
 KU4622'(6.1 M) FROM THE SEWER MANHOLE AND 22.7 FEET (6.9 M) FROM THE LIGHT
 KU4622'POLE.
 KU4622
 KU4622                          STATION RECOVERY (1991)
 KU4622
 KU4622'RECOVERED 1991
 KU4622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4639 ***********************************************************************
 KU4639  DESIGNATION -  04E 15N AZ
 KU4639  PID         -  KU4639
 KU4639  STATE/COUNTY-  NY/NASSAU
 KU4639  USGS QUAD   -  SEA CLIFF (1979)
 KU4639
 KU4639                         *CURRENT SURVEY CONTROL
 KU4639  ___________________________________________________________________
 KU4639* NAD 83(1996)-  40 46 06.98289(N)    073 42 25.53457(W)     ADJUSTED  
 KU4639* NAVD 88     -        63.9    (meters)     210.     (feet)  VERTCON   
 KU4639  ___________________________________________________________________
 KU4639  X           -   1,357,132.150 (meters)                     COMP
 KU4639  Y           -  -4,643,163.685 (meters)                     COMP
 KU4639  Z           -   4,143,016.912 (meters)                     COMP
 KU4639  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 KU4639  ELLIP HEIGHT-          32.48  (meters)          (12/03/02) GPS OBS
 KU4639  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4639
 KU4639  HORZ ORDER  -  FIRST
 KU4639  ELLP ORDER  -  FOURTH    CLASS II
 KU4639
 KU4639.The horizontal coordinates were established by GPS observations
 KU4639.and adjusted by the National Geodetic Survey in January 1999..
 KU4639
 KU4639.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4639
 KU4639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4639
 KU4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4639
 KU4639.The ellipsoidal height was determined by GPS observations
 KU4639.and is referenced to NAD 83.
 KU4639
 KU4639.The geoid height was determined by GEOID03.
 KU4639
 KU4639;                    North         East     Units Scale Factor Converg.
 KU4639;SPC NY L     -    66,884.360   324,729.626   MT  0.99999591   +0 11 29.7
 KU4639;SPC NY L     -   219,436.44  1,065,383.78   sFT  0.99999591   +0 11 29.7
 KU4639;SPC NY E     -   215,155.947   216,937.767   MT  0.99995513   +0 31 04.1
 KU4639;SPC NY E     -   705,890.80    711,736.66   sFT  0.99995513   +0 31 04.1
 KU4639;UTM  18      - 4,513,874.699   609,116.230   MT  0.99974655   +0 50 39.7
 KU4639
 KU4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4639!SPC NY L     -   0.99999491  x   0.99999591  =   0.99999082
 KU4639!SPC NY E     -   0.99999491  x   0.99995513  =   0.99995004
 KU4639!UTM  18      -   0.99999491  x   0.99974655  =   0.99974146
 KU4639
 KU4639|---------------------------------------------------------------------|
 KU4639| PID    Reference Object                     Distance      Geod. Az  |
 KU4639|                                                           dddmmss.s |
 KU4639| KU4622 04E 15N                             168.864 METERS 09656     |
 KU4639|---------------------------------------------------------------------|
 KU4639
 KU4639                          SUPERSEDED SURVEY CONTROL
 KU4639
 KU4639  ELLIP H (09/01/99)   32.48   (m)                       GP(       ) 4 1
 KU4639  NAD 83(1996)-  40 46 06.98593(N)    073 42 25.53348(W) AD(       ) 1
 KU4639  NAD 83(1992)-  40 46 06.98580(N)    073 42 25.53329(W) AD(       ) 1
 KU4639  NAD 83(1986)-  40 46 06.98598(N)    073 42 25.53482(W) AD(       ) 1
 KU4639  NGVD 29 (03/24/92)   64.2    (m)          211.     (f) GPS OBS        
 KU4639
 KU4639.Superseded values are not recommended for survey control.
 KU4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4639.See file dsdata.txt to determine how the superseded data were derived.
 KU4639
 KU4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0911613875(NAD 83)
 KU4639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4639_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4639_STAMPING: 04E15NAZ
 KU4639_MARK LOGO: NYDPW 
 KU4639_PROJECTION: RECESSED 8 CENTIMETERS
 KU4639_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4639+STABILITY: POSITION/ELEVATION WELL
 KU4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4639+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 KU4639_ROD/PIPE-DEPTH: 20.6 meters
 KU4639_SLEEVE-DEPTH  : 1.52 meters
 KU4639
 KU4639  HISTORY     - Date     Condition        Report By
 KU4639  HISTORY     - 1990     MONUMENTED       SBAS
 KU4639  HISTORY     - 19910322 GOOD
 KU4639
 KU4639                          STATION DESCRIPTION
 KU4639
 KU4639'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4639'THE POINT IS LOCATED IN LAKE SUCCESS, TOWN OF NORTH HEMPSTEAD, ON THE
 KU4639'CENTERLINE OF THE EXTENDED JEFFREY LANE AND 400 FEET (121.9 M) SOUTH
 KU4639'OF THE CENTERLINE OF THE SOUTH SERVICE ROAD OF THE LONG ISLAND
 KU4639'EXPRESSWAY IN THE GRASS.
 KU4639'THE LOCATION TIES ARE 46.5 FEET (14.2 M) FROM THE SEWER MANHOLE, 62.3
 KU4639'FEET (19.0 M) FROM THE EAST END CORNER OF THE BRICK WALL SOUTH OF THE
 KU4639'DRIVEWAY AND 20.9 FEET (6.4 M) FROM THE SOUTH END OF THE BRICK WALL
 KU4639'NORTH OF THE DRIVEWAY.
 KU4639
 KU4639                          STATION RECOVERY (1991)
 KU4639
 KU4639'RECOVERED 1991
 KU4639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4640 ***********************************************************************
 KU4640  DESIGNATION -  04E 16N AZ
 KU4640  PID         -  KU4640
 KU4640  STATE/COUNTY-  NY/NASSAU
 KU4640  USGS QUAD   -  SEA CLIFF (1979)
 KU4640
 KU4640                         *CURRENT SURVEY CONTROL
 KU4640  ___________________________________________________________________
 KU4640* NAD 83(1996)-  40 46 57.36689(N)    073 42 31.48515(W)     ADJUSTED  
 KU4640* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 KU4640  ___________________________________________________________________
 KU4640  X           -   1,356,710.463 (meters)                     COMP
 KU4640  Y           -  -4,642,218.300 (meters)                     COMP
 KU4640  Z           -   4,144,184.669 (meters)                     COMP
 KU4640  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KU4640  ELLIP HEIGHT-          18.39  (meters)          (12/03/02) GPS OBS
 KU4640  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4640
 KU4640  HORZ ORDER  -  FIRST
 KU4640  ELLP ORDER  -  FOURTH    CLASS II
 KU4640
 KU4640.The horizontal coordinates were established by GPS observations
 KU4640.and adjusted by the National Geodetic Survey in January 1999..
 KU4640
 KU4640.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4640
 KU4640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4640
 KU4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4640
 KU4640.The ellipsoidal height was determined by GPS observations
 KU4640.and is referenced to NAD 83.
 KU4640
 KU4640.The geoid height was determined by GEOID03.
 KU4640
 KU4640;                    North         East     Units Scale Factor Converg.
 KU4640;SPC NY L     -    68,438.080   324,584.905   MT  0.99999559   +0 11 25.8
 KU4640;SPC NY L     -   224,533.93  1,064,908.98   sFT  0.99999559   +0 11 25.8
 KU4640;SPC NY E     -   216,708.754   216,784.206   MT  0.99995488   +0 31 00.7
 KU4640;SPC NY E     -   710,985.30    711,232.85   sFT  0.99995488   +0 31 00.7
 KU4640;UTM  18      - 4,515,426.281   608,953.854   MT  0.99974611   +0 50 36.7
 KU4640
 KU4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4640!SPC NY L     -   0.99999712  x   0.99999559  =   0.99999271
 KU4640!SPC NY E     -   0.99999712  x   0.99995488  =   0.99995200
 KU4640!UTM  18      -   0.99999712  x   0.99974611  =   0.99974323
 KU4640
 KU4640|---------------------------------------------------------------------|
 KU4640| PID    Reference Object                     Distance      Geod. Az  |
 KU4640|                                                           dddmmss.s |
 KU4640| KU4539 04 E 16 N                           167.987 METERS 35411     |
 KU4640|---------------------------------------------------------------------|
 KU4640
 KU4640                          SUPERSEDED SURVEY CONTROL
 KU4640
 KU4640  ELLIP H (09/01/99)   18.39   (m)                       GP(       ) 4 1
 KU4640  NAD 83(1996)-  40 46 57.36990(N)    073 42 31.48406(W) AD(       ) 1
 KU4640  NAD 83(1992)-  40 46 57.36976(N)    073 42 31.48388(W) AD(       ) 1
 KU4640  NAD 83(1986)-  40 46 57.37004(N)    073 42 31.48548(W) AD(       ) 1
 KU4640  NGVD 29 (03/24/92)   50.0    (m)          164.     (f) GPS OBS        
 KU4640
 KU4640.Superseded values are not recommended for survey control.
 KU4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4640.See file dsdata.txt to determine how the superseded data were derived.
 KU4640
 KU4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0895415426(NAD 83)
 KU4640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4640_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4640_STAMPING: 04E16NAZ
 KU4640_MARK LOGO: NYDPW 
 KU4640_PROJECTION: RECESSED 8 CENTIMETERS
 KU4640_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4640+STABILITY: POSITION/ELEVATION WELL
 KU4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4640+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 KU4640_ROD/PIPE-DEPTH: 17.0 meters
 KU4640_SLEEVE-DEPTH  : 1.52 meters
 KU4640
 KU4640  HISTORY     - Date     Condition        Report By
 KU4640  HISTORY     - 1989     MONUMENTED       SBAS
 KU4640  HISTORY     - 19900504 GOOD
 KU4640
 KU4640                          STATION DESCRIPTION
 KU4640
 KU4640'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4640'THE POINT IS LOCATED IN THOMASTON, TOWN OF NORTH HEMPSTEAD, 49 FEET
 KU4640'(14.9 M) NORTH OF THE CENTERLINE OF POND HILL ROAD AND 19 FEET
 KU4640'(5.8 M) EAST OF THE CENTERLINE OF ALLEN DRIVE,IN THE CONCRETE
 KU4640'SIDEWALK.
 KU4640'THE LOCATION TIES ARE 53.7 FEET (16.4 M) FROM THE MANHOLE CASTING OF
 KU4640'THE CATCH BASIN, 3.2 FEET (1.0 M) FROM THE FACE OF THE CURB ON THE
 KU4640'EAST SIDE OF ALLEN DRIVE AND 41.8 FEET (12.7 M) FROM THE LONG ISLAND
 KU4640'LIGHTING COMPANY UTILITY POLE NUMBER 9.
 KU4640
 KU4640                          STATION RECOVERY (1990)
 KU4640
 KU4640'RECOVERED 1990
 KU4640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4623 ***********************************************************************
 KU4623  DESIGNATION -  04E 17N
 KU4623  PID         -  KU4623
 KU4623  STATE/COUNTY-  NY/NASSAU
 KU4623  USGS QUAD   -  SEA CLIFF (1979)
 KU4623
 KU4623                         *CURRENT SURVEY CONTROL
 KU4623  ___________________________________________________________________
 KU4623* NAD 83(1996)-  40 48 01.50621(N)    073 42 06.09564(W)     ADJUSTED  
 KU4623* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 KU4623  ___________________________________________________________________
 KU4623  X           -   1,356,915.588 (meters)                     COMP
 KU4623  Y           -  -4,640,798.533 (meters)                     COMP
 KU4623  Z           -   4,145,671.720 (meters)                     COMP
 KU4623  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 KU4623  ELLIP HEIGHT-           1.75  (meters)          (12/03/02) GPS OBS
 KU4623  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4623
 KU4623  HORZ ORDER  -  FIRST
 KU4623  ELLP ORDER  -  FOURTH    CLASS II
 KU4623
 KU4623.The horizontal coordinates were established by GPS observations
 KU4623.and adjusted by the National Geodetic Survey in January 1999..
 KU4623
 KU4623.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4623
 KU4623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4623
 KU4623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4623
 KU4623.The ellipsoidal height was determined by GPS observations
 KU4623.and is referenced to NAD 83.
 KU4623
 KU4623.The geoid height was determined by GEOID03.
 KU4623
 KU4623;                    North         East     Units Scale Factor Converg.
 KU4623;SPC NY L     -    70,418.581   325,173.482   MT  0.99999527   +0 11 42.4
 KU4623;SPC NY L     -   231,031.63  1,066,840.00   sFT  0.99999527   +0 11 42.4
 KU4623;SPC NY E     -   218,692.496   217,361.466   MT  0.99995583   +0 31 18.0
 KU4623;SPC NY E     -   717,493.63    713,126.74   sFT  0.99995583   +0 31 18.0
 KU4623;UTM  18      - 4,517,412.869   609,519.675   MT  0.99974763   +0 50 54.4
 KU4623
 KU4623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4623!SPC NY L     -   0.99999973  x   0.99999527  =   0.99999500
 KU4623!SPC NY E     -   0.99999973  x   0.99995583  =   0.99995556
 KU4623!UTM  18      -   0.99999973  x   0.99974763  =   0.99974736
 KU4623
 KU4623|---------------------------------------------------------------------|
 KU4623| PID    Reference Object                     Distance      Geod. Az  |
 KU4623|                                                           dddmmss.s |
 KU4623| KU4641 04E 17N AZ                          144.359 METERS 31650     |
 KU4623|---------------------------------------------------------------------|
 KU4623
 KU4623                          SUPERSEDED SURVEY CONTROL
 KU4623
 KU4623  ELLIP H (09/01/99)    1.75   (m)                       GP(       ) 4 1
 KU4623  NAD 83(1996)-  40 48 01.50925(N)    073 42 06.09454(W) AD(       ) 1
 KU4623  NAD 83(1992)-  40 48 01.50911(N)    073 42 06.09436(W) AD(       ) 1
 KU4623  NAD 83(1986)-  40 48 01.50941(N)    073 42 06.09595(W) AD(       ) 1
 KU4623  NGVD 29 (03/24/92)   33.3    (m)          109.     (f) GPS OBS        
 KU4623
 KU4623.Superseded values are not recommended for survey control.
 KU4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4623.See file dsdata.txt to determine how the superseded data were derived.
 KU4623
 KU4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0952017413(NAD 83)
 KU4623_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4623_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4623_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4623_STAMPING: 04E17N
 KU4623_MARK LOGO: NYDPW 
 KU4623_PROJECTION: RECESSED 8 CENTIMETERS
 KU4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4623+STABILITY: POSITION/ELEVATION WELL
 KU4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4623+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1991
 KU4623_ROD/PIPE-DEPTH: 5.76 meters
 KU4623_SLEEVE-DEPTH  : 1.52 meters
 KU4623
 KU4623  HISTORY     - Date     Condition        Report By
 KU4623  HISTORY     - 1989     MONUMENTED       SBAS
 KU4623  HISTORY     - 19910121 GOOD
 KU4623
 KU4623                          STATION DESCRIPTION
 KU4623
 KU4623'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4623'THE POINT IS LOCATED IN PLANDOME HEIGHTS, TOWN OF NORTH HEMPSTEAD, 32
 KU4623'FEET (9.8 M) NORTH OF THE CENTERLINE OF WEBSTER AVENUE AND 27 FEET
 KU4623'(8.2 M) EAST OF THE CENTERLINE OF PLANDOME ROAD,IN THE CONCRETE
 KU4623'SIDEWALK.
 KU4623'THE LOCATION TIES ARE 19.1 FEET (5.8 M) FROM THE WATER MANHOLE, 14.1
 KU4623'FEET (4.3 M) FROM THE GAS VALVE AND 55.5 FEET (16.9 M) FROM THE LONG
 KU4623'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 29.
 KU4623
 KU4623                          STATION RECOVERY (1991)
 KU4623
 KU4623'RECOVERED 1991
 KU4623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4641 ***********************************************************************
 KU4641  DESIGNATION -  04E 17N AZ
 KU4641  PID         -  KU4641
 KU4641  STATE/COUNTY-  NY/NASSAU
 KU4641  USGS QUAD   -  SEA CLIFF (1979)
 KU4641
 KU4641                         *CURRENT SURVEY CONTROL
 KU4641  ___________________________________________________________________
 KU4641* NAD 83(1996)-  40 48 04.91921(N)    073 42 10.30916(W)     ADJUSTED  
 KU4641* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 KU4641  ___________________________________________________________________
 KU4641  X           -   1,356,800.812 (meters)                     COMP
 KU4641  Y           -  -4,640,757.932 (meters)                     COMP
 KU4641  Z           -   4,145,749.359 (meters)                     COMP
 KU4641  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KU4641  ELLIP HEIGHT-          -1.40  (meters)          (12/03/02) GPS OBS
 KU4641  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4641
 KU4641  HORZ ORDER  -  FIRST
 KU4641  ELLP ORDER  -  FOURTH    CLASS II
 KU4641
 KU4641.The horizontal coordinates were established by GPS observations
 KU4641.and adjusted by the National Geodetic Survey in January 1999..
 KU4641
 KU4641.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4641
 KU4641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4641
 KU4641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4641
 KU4641.The ellipsoidal height was determined by GPS observations
 KU4641.and is referenced to NAD 83.
 KU4641
 KU4641.The geoid height was determined by GEOID03.
 KU4641
 KU4641;                    North         East     Units Scale Factor Converg.
 KU4641;SPC NY L     -    70,523.526   325,074.355   MT  0.99999526   +0 11 39.7
 KU4641;SPC NY L     -   231,375.93  1,066,514.78   sFT  0.99999526   +0 11 39.7
 KU4641;SPC NY E     -   218,796.870   217,261.748   MT  0.99995567   +0 31 15.2
 KU4641;SPC NY E     -   717,836.06    712,799.58   sFT  0.99995567   +0 31 15.2
 KU4641;UTM  18      - 4,517,516.651   609,419.384   MT  0.99974736   +0 50 51.7
 KU4641
 KU4641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4641!SPC NY L     -   1.00000022  x   0.99999526  =   0.99999548
 KU4641!SPC NY E     -   1.00000022  x   0.99995567  =   0.99995589
 KU4641!UTM  18      -   1.00000022  x   0.99974736  =   0.99974758
 KU4641
 KU4641|---------------------------------------------------------------------|
 KU4641| PID    Reference Object                     Distance      Geod. Az  |
 KU4641|                                                           dddmmss.s |
 KU4641| KU4623 04E 17N                             144.359 METERS 13650     |
 KU4641|---------------------------------------------------------------------|
 KU4641
 KU4641                          SUPERSEDED SURVEY CONTROL
 KU4641
 KU4641  ELLIP H (09/01/99)   -1.40   (m)                       GP(       ) 4 1
 KU4641  NAD 83(1996)-  40 48 04.92223(N)    073 42 10.30806(W) AD(       ) 1
 KU4641  NAD 83(1992)-  40 48 04.92209(N)    073 42 10.30788(W) AD(       ) 1
 KU4641  NAD 83(1986)-  40 48 04.92245(N)    073 42 10.30947(W) AD(       ) 1
 KU4641  NGVD 29 (03/24/92)   30.2    (m)           99.     (f) GPS OBS        
 KU4641
 KU4641.Superseded values are not recommended for survey control.
 KU4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4641.See file dsdata.txt to determine how the superseded data were derived.
 KU4641
 KU4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0941917517(NAD 83)
 KU4641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4641_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4641_STAMPING: 04E17NAZ
 KU4641_MARK LOGO: NYDPW 
 KU4641_PROJECTION: RECESSED 8 CENTIMETERS
 KU4641_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4641+STABILITY: POSITION/ELEVATION WELL
 KU4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4641+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1991
 KU4641_ROD/PIPE-DEPTH: 20.6 meters
 KU4641_SLEEVE-DEPTH  : 1.52 meters
 KU4641
 KU4641  HISTORY     - Date     Condition        Report By
 KU4641  HISTORY     - 1989     MONUMENTED       SBAS
 KU4641  HISTORY     - 19910222 GOOD
 KU4641
 KU4641                          STATION DESCRIPTION
 KU4641
 KU4641'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4641'THE POINT IS LOCATED IN PLANDOME HEIGHTS, TOWN OF NORTH HEMPSTEAD, 25
 KU4641'FEET (7.6 M) EAST OF THE CENTERLINE OF PLANDOME ROAD AND 20 FEET
 KU4641'(6.1 M) SOUTH OF THE CENTERLINE OF BOURNDALE ROAD NORTH,IN THE
 KU4641'CONCRETE SIDEWALK.
 KU4641'THE LOCATION TIES ARE 72.1 FEET (22.0 M) FROM THE HYDRANT, 50.7 FEET
 KU4641'(15.5 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 33
 KU4641'AND 6.5 FEET (2.0 M) FROM THE WATER VALVE.
 KU4641
 KU4641                          STATION RECOVERY (1991)
 KU4641
 KU4641'RECOVERED 1991
 KU4641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4624 ***********************************************************************
 KU4624  DESIGNATION -  04E 18N
 KU4624  PID         -  KU4624
 KU4624  STATE/COUNTY-  NY/NASSAU
 KU4624  USGS QUAD   -  SEA CLIFF (1979)
 KU4624
 KU4624                         *CURRENT SURVEY CONTROL
 KU4624  ___________________________________________________________________
 KU4624* NAD 83(1996)-  40 48 56.62460(N)    073 42 11.51361(W)     ADJUSTED  
 KU4624* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU4624  ___________________________________________________________________
 KU4624  X           -   1,356,475.788 (meters)                     COMP
 KU4624  Y           -  -4,639,746.817 (meters)                     COMP
 KU4624  Z           -   4,146,939.894 (meters)                     COMP
 KU4624  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 KU4624  ELLIP HEIGHT-         -26.94  (meters)          (12/03/02) GPS OBS
 KU4624  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4624
 KU4624  HORZ ORDER  -  FIRST
 KU4624  ELLP ORDER  -  FOURTH    CLASS II
 KU4624
 KU4624.The horizontal coordinates were established by GPS observations
 KU4624.and adjusted by the National Geodetic Survey in January 1999..
 KU4624
 KU4624.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4624
 KU4624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4624
 KU4624.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4624
 KU4624.The ellipsoidal height was determined by GPS observations
 KU4624.and is referenced to NAD 83.
 KU4624
 KU4624.The geoid height was determined by GEOID03.
 KU4624
 KU4624;                    North         East     Units Scale Factor Converg.
 KU4624;SPC NY L     -    72,118.384   325,040.718   MT  0.99999508   +0 11 38.9
 KU4624;SPC NY L     -   236,608.40  1,066,404.42   sFT  0.99999508   +0 11 38.9
 KU4624;SPC NY E     -   220,391.448   217,219.021   MT  0.99995560   +0 31 15.0
 KU4624;SPC NY E     -   723,067.61    712,659.40   sFT  0.99995560   +0 31 15.0
 KU4624;UTM  18      - 4,519,110.626   609,367.573   MT  0.99974722   +0 50 51.8
 KU4624
 KU4624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4624!SPC NY L     -   1.00000423  x   0.99999508  =   0.99999931
 KU4624!SPC NY E     -   1.00000423  x   0.99995560  =   0.99995983
 KU4624!UTM  18      -   1.00000423  x   0.99974722  =   0.99975144
 KU4624
 KU4624:                Primary Azimuth Mark                     Grid Az
 KU4624:SPC NY L     -  04E 17N AZ                               178 47 30.3
 KU4624:SPC NY E     -  04E 17N AZ                               178 27 54.2
 KU4624:UTM  18      -  04E 17N AZ                               178 08 17.4
 KU4624
 KU4624|---------------------------------------------------------------------|
 KU4624| PID    Reference Object                     Distance      Geod. Az  |
 KU4624|                                                           dddmmss.s |
 KU4624| KU4641 04E 17N AZ                          APPROX. 1.6 KM 1785909.2 |
 KU4624| KU4642 04E 18N AZ                          171.706 METERS 19306     |
 KU4624|---------------------------------------------------------------------|
 KU4624
 KU4624                          SUPERSEDED SURVEY CONTROL
 KU4624
 KU4624  ELLIP H (09/01/99)  -26.94   (m)                       GP(       ) 4 1
 KU4624  NAD 83(1996)-  40 48 56.62760(N)    073 42 11.51252(W) AD(       ) 1
 KU4624  NAD 83(1992)-  40 48 56.62746(N)    073 42 11.51234(W) AD(       ) 1
 KU4624  NAD 83(1986)-  40 48 56.62782(N)    073 42 11.51406(W) AD(       ) 1
 KU4624  NGVD 29 (03/24/92)    4.6    (m)           15.     (f) GPS OBS        
 KU4624
 KU4624.Superseded values are not recommended for survey control.
 KU4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4624.See file dsdata.txt to determine how the superseded data were derived.
 KU4624
 KU4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0936819111(NAD 83)
 KU4624_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4624_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4624_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4624_STAMPING: 04E18N
 KU4624_MARK LOGO: NYDPW 
 KU4624_PROJECTION: RECESSED 8 CENTIMETERS
 KU4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4624+STABILITY: POSITION/ELEVATION WELL
 KU4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4624+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 KU4624_ROD/PIPE-DEPTH: 20.6 meters
 KU4624_SLEEVE-DEPTH  : 1.52 meters
 KU4624
 KU4624  HISTORY     - Date     Condition        Report By
 KU4624  HISTORY     - 1989     MONUMENTED       SBAS
 KU4624  HISTORY     - 19900122 GOOD
 KU4624
 KU4624                          STATION DESCRIPTION
 KU4624
 KU4624'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4624'THE POINT IS LOCATED IN PLANDOME MANOR, TOWN OF NORTH HEMPSTEAD, 283
 KU4624'FEET (86.3 M) NORTH OF THE CENTERLINE OF ROCK HOLLOW ROAD AND 25 FEET
 KU4624'(7.6 M) WEST OF THE CENTERLINE OF PLANDOME ROAD,IN THE ASPHALT
 KU4624'SIDEWALK.
 KU4624'THE LOCATION TIES ARE 7.3 FEET (2.2 M) FROM THE FACE OF THE CURB ON
 KU4624'THE WEST SIDE OF PLANDOME ROAD, 20.2 FEET (6.2 M) FROM THE CATCH
 KU4624'BASIN AND 28.1 FEET (8.6 M) FROM THE MANHOLE.
 KU4624
 KU4624                          STATION RECOVERY (1990)
 KU4624
 KU4624'RECOVERED 1990
 KU4624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4642 ***********************************************************************
 KU4642  DESIGNATION -  04E 18N AZ
 KU4642  PID         -  KU4642
 KU4642  STATE/COUNTY-  NY/NASSAU
 KU4642  USGS QUAD   -  SEA CLIFF (1979)
 KU4642
 KU4642                         *CURRENT SURVEY CONTROL
 KU4642  ___________________________________________________________________
 KU4642* NAD 83(1996)-  40 48 51.20302(N)    073 42 13.17355(W)     ADJUSTED  
 KU4642* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 KU4642  ___________________________________________________________________
 KU4642  X           -   1,356,468.865 (meters)                     COMP
 KU4642  Y           -  -4,639,861.774 (meters)                     COMP
 KU4642  Z           -   4,146,812.531 (meters)                     COMP
 KU4642  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 KU4642  ELLIP HEIGHT-         -28.15  (meters)          (12/03/02) GPS OBS
 KU4642  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4642
 KU4642  HORZ ORDER  -  FIRST
 KU4642  ELLP ORDER  -  FOURTH    CLASS II
 KU4642
 KU4642.The horizontal coordinates were established by GPS observations
 KU4642.and adjusted by the National Geodetic Survey in January 1999..
 KU4642
 KU4642.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4642
 KU4642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4642
 KU4642.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4642
 KU4642.The ellipsoidal height was determined by GPS observations
 KU4642.and is referenced to NAD 83.
 KU4642
 KU4642.The geoid height was determined by GEOID03.
 KU4642
 KU4642;                    North         East     Units Scale Factor Converg.
 KU4642;SPC NY L     -    71,951.013   325,002.382   MT  0.99999510   +0 11 37.8
 KU4642;SPC NY L     -   236,059.28  1,066,278.65   sFT  0.99999510   +0 11 37.8
 KU4642;SPC NY E     -   220,223.867   217,181.641   MT  0.99995553   +0 31 13.9
 KU4642;SPC NY E     -   722,517.80    712,536.77   sFT  0.99995553   +0 31 13.9
 KU4642;UTM  18      - 4,518,942.871   609,331.157   MT  0.99974712   +0 50 50.6
 KU4642
 KU4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4642!SPC NY L     -   1.00000442  x   0.99999510  =   0.99999952
 KU4642!SPC NY E     -   1.00000442  x   0.99995553  =   0.99995995
 KU4642!UTM  18      -   1.00000442  x   0.99974712  =   0.99975153
 KU4642
 KU4642|---------------------------------------------------------------------|
 KU4642| PID    Reference Object                     Distance      Geod. Az  |
 KU4642|                                                           dddmmss.s |
 KU4642| KU4624 04E 18N                             171.706 METERS 01306     |
 KU4642|---------------------------------------------------------------------|
 KU4642
 KU4642                          SUPERSEDED SURVEY CONTROL
 KU4642
 KU4642  ELLIP H (09/01/99)  -28.14   (m)                       GP(       ) 4 1
 KU4642  NAD 83(1996)-  40 48 51.20603(N)    073 42 13.17247(W) AD(       ) 1
 KU4642  NAD 83(1992)-  40 48 51.20588(N)    073 42 13.17229(W) AD(       ) 1
 KU4642  NAD 83(1986)-  40 48 51.20619(N)    073 42 13.17386(W) AD(       ) 1
 KU4642  NGVD 29 (03/24/92)    3.4    (m)           11.     (f) GPS OBS        
 KU4642
 KU4642.Superseded values are not recommended for survey control.
 KU4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4642.See file dsdata.txt to determine how the superseded data were derived.
 KU4642
 KU4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0933118943(NAD 83)
 KU4642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4642_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4642_STAMPING: 04E18NAZ
 KU4642_MARK LOGO: NYDPW 
 KU4642_PROJECTION: RECESSED 8 CENTIMETERS
 KU4642_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4642+STABILITY: POSITION/ELEVATION WELL
 KU4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4642+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 KU4642_ROD/PIPE-DEPTH: 15.5 meters
 KU4642_SLEEVE-DEPTH  : 1.52 meters
 KU4642
 KU4642  HISTORY     - Date     Condition        Report By
 KU4642  HISTORY     - 1989     MONUMENTED       SBAS
 KU4642  HISTORY     - 19900504 GOOD
 KU4642
 KU4642                          STATION DESCRIPTION
 KU4642
 KU4642'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4642'THE POINT IS LOCATED IN PLANDOME MANOR, TOWN OF NORTH HEMPSTEAD, 79
 KU4642'FEET (24.1 M) NORTH OF THE CENTERLINE OF WATER LANE AND 31 FEET
 KU4642'(9.4 M) WEST OF THE CENTERLINE OF PLANDOME ROAD,IN THE GRASS AREA
 KU4642'BEHIND THE GUIDE RAIL.
 KU4642'THE LOCATION TIES ARE 13.0 FEET (4.0 M) FROM THE NEW YORK TELEPHONE
 KU4642'MANHOLE, 62.1 FEET (18.9 M) FROM THE LONG ISLAND LIGHTING COMPANY
 KU4642'UTILITY POLE NUMBER 88 AND 25.2 FEET (7.7 M) FROM THE LONG ISLAND
 KU4642'LIGHTING COMPANY UTILITY POLE NUMBER 88S.
 KU4642
 KU4642                          STATION RECOVERY (1990)
 KU4642
 KU4642'RECOVERED 1990
 KU4642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4625 ***********************************************************************
 KU4625  DESIGNATION -  04E 19N
 KU4625  PID         -  KU4625
 KU4625  STATE/COUNTY-  NY/NASSAU
 KU4625  USGS QUAD   -  SEA CLIFF (1979)
 KU4625
 KU4625                         *CURRENT SURVEY CONTROL
 KU4625  ___________________________________________________________________
 KU4625* NAD 83(1996)-  40 49 50.73834(N)    073 42 09.83477(W)     ADJUSTED  
 KU4625* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU4625  ___________________________________________________________________
 KU4625  X           -   1,356,206.929 (meters)                     COMP
 KU4625  Y           -  -4,638,687.025 (meters)                     COMP
 KU4625  Z           -   4,148,201.849 (meters)                     COMP
 KU4625  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KU4625  ELLIP HEIGHT-         -28.81  (meters)          (12/03/02) GPS OBS
 KU4625  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4625
 KU4625  HORZ ORDER  -  FIRST
 KU4625  ELLP ORDER  -  FOURTH    CLASS II
 KU4625
 KU4625.The horizontal coordinates were established by GPS observations
 KU4625.and adjusted by the National Geodetic Survey in January 1999..
 KU4625
 KU4625.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4625
 KU4625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4625
 KU4625.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4625
 KU4625.The ellipsoidal height was determined by GPS observations
 KU4625.and is referenced to NAD 83.
 KU4625
 KU4625.The geoid height was determined by GEOID03.
 KU4625
 KU4625;                    North         East     Units Scale Factor Converg.
 KU4625;SPC NY L     -    73,787.765   325,074.398   MT  0.99999496   +0 11 40.0
 KU4625;SPC NY L     -   242,085.36  1,066,514.92   sFT  0.99999496   +0 11 40.0
 KU4625;SPC NY E     -   222,060.928   217,243.178   MT  0.99995564   +0 31 16.7
 KU4625;SPC NY E     -   728,544.89    712,738.66   sFT  0.99995564   +0 31 16.7
 KU4625;UTM  18      - 4,520,779.870   609,382.201   MT  0.99974726   +0 50 53.8
 KU4625
 KU4625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4625!SPC NY L     -   1.00000452  x   0.99999496  =   0.99999948
 KU4625!SPC NY E     -   1.00000452  x   0.99995564  =   0.99996016
 KU4625!UTM  18      -   1.00000452  x   0.99974726  =   0.99975178
 KU4625
 KU4625|---------------------------------------------------------------------|
 KU4625| PID    Reference Object                     Distance      Geod. Az  |
 KU4625|                                                           dddmmss.s |
 KU4625| KU4643 04E 19N AZ                          155.656 METERS 00737     |
 KU4625| KU4624 04E 18N                             APPROX. 1.7 KM 1812100.8 |
 KU4625|---------------------------------------------------------------------|
 KU4625
 KU4625                          SUPERSEDED SURVEY CONTROL
 KU4625
 KU4625  ELLIP H (09/01/99)  -28.81   (m)                       GP(       ) 4 1
 KU4625  NAD 83(1996)-  40 49 50.74134(N)    073 42 09.83369(W) AD(       ) 1
 KU4625  NAD 83(1992)-  40 49 50.74120(N)    073 42 09.83351(W) AD(       ) 1
 KU4625  NAD 83(1986)-  40 49 50.74162(N)    073 42 09.83522(W) AD(       ) 1
 KU4625  NGVD 29 (03/24/92)    2.7    (m)            9.     (f) GPS OBS        
 KU4625
 KU4625.Superseded values are not recommended for survey control.
 KU4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4625.See file dsdata.txt to determine how the superseded data were derived.
 KU4625
 KU4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0938220780(NAD 83)
 KU4625_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4625_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4625_STAMPING: 04E19N
 KU4625_MARK LOGO: NYDPW 
 KU4625_PROJECTION: RECESSED 8 CENTIMETERS
 KU4625_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4625+STABILITY: POSITION/ELEVATION WELL
 KU4625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4625+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4625_ROD/PIPE-DEPTH: 20.6 meters
 KU4625_SLEEVE-DEPTH  : 1.52 meters
 KU4625
 KU4625  HISTORY     - Date     Condition        Report By
 KU4625  HISTORY     - 1989     MONUMENTED       SBAS
 KU4625  HISTORY     - 19910201 GOOD
 KU4625
 KU4625                          STATION DESCRIPTION
 KU4625
 KU4625'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4625'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 280
 KU4625'FEET (85.3 M) SOUTH OF THE CENTERLINE OF COVERT STREET AND 200 FEET
 KU4625'(61.0 M) WEST OF THE CENTERLINE OF MAIN STREET,IN THE CORNER OF THE
 KU4625'BULKHEADED AREA OF THE TOWN OF NORTH HEMPSTEAD DOCK.
 KU4625'THE LOCATION TIES ARE 90.7 FEET (27.6 M) FROM THE STREET LIGHT POLE,
 KU4625'9.7 FEET (3.0 M) FROM THE CONCRETE BULKHEAD AND 5.1 FEET (1.6 M) FROM
 KU4625'THE CONCRETE BULKHEAD.
 KU4625
 KU4625                          STATION RECOVERY (1991)
 KU4625
 KU4625'RECOVERED 1991
 KU4625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4643 ***********************************************************************
 KU4643  DESIGNATION -  04E 19N AZ
 KU4643  PID         -  KU4643
 KU4643  STATE/COUNTY-  NY/NASSAU
 KU4643  USGS QUAD   -  SEA CLIFF (1979)
 KU4643
 KU4643                         *CURRENT SURVEY CONTROL
 KU4643  ___________________________________________________________________
 KU4643* NAD 83(1996)-  40 49 55.73976(N)    073 42 08.95355(W)     ADJUSTED  
 KU4643* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 KU4643  ___________________________________________________________________
 KU4643  X           -   1,356,198.560 (meters)                     COMP
 KU4643  Y           -  -4,638,584.824 (meters)                     COMP
 KU4643  Z           -   4,148,318.956 (meters)                     COMP
 KU4643  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KU4643  ELLIP HEIGHT-         -28.24  (meters)          (12/03/02) GPS OBS
 KU4643  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU4643
 KU4643  HORZ ORDER  -  FIRST
 KU4643  ELLP ORDER  -  FOURTH    CLASS II
 KU4643
 KU4643.The horizontal coordinates were established by GPS observations
 KU4643.and adjusted by the National Geodetic Survey in January 1999..
 KU4643
 KU4643.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4643
 KU4643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4643
 KU4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4643
 KU4643.The ellipsoidal height was determined by GPS observations
 KU4643.and is referenced to NAD 83.
 KU4643
 KU4643.The geoid height was determined by GEOID03.
 KU4643
 KU4643;                    North         East     Units Scale Factor Converg.
 KU4643;SPC NY L     -    73,942.114   325,094.521   MT  0.99999495   +0 11 40.6
 KU4643;SPC NY L     -   242,591.75  1,066,580.94   sFT  0.99999495   +0 11 40.6
 KU4643;SPC NY E     -   222,215.384   217,262.420   MT  0.99995567   +0 31 17.3
 KU4643;SPC NY E     -   729,051.64    712,801.79   sFT  0.99995567   +0 31 17.3
 KU4643;UTM  18      - 4,520,934.400   609,400.557   MT  0.99974731   +0 50 54.4
 KU4643
 KU4643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4643!SPC NY L     -   1.00000443  x   0.99999495  =   0.99999938
 KU4643!SPC NY E     -   1.00000443  x   0.99995567  =   0.99996010
 KU4643!UTM  18      -   1.00000443  x   0.99974731  =   0.99975174
 KU4643
 KU4643|---------------------------------------------------------------------|
 KU4643| PID    Reference Object                     Distance      Geod. Az  |
 KU4643|                                                           dddmmss.s |
 KU4643| KU4625 04E 19N                             155.656 METERS 18737     |
 KU4643|---------------------------------------------------------------------|
 KU4643
 KU4643                          SUPERSEDED SURVEY CONTROL
 KU4643
 KU4643  ELLIP H (09/01/99)  -28.24   (m)                       GP(       ) 4 1
 KU4643  NAD 83(1996)-  40 49 55.74275(N)    073 42 08.95248(W) AD(       ) 1
 KU4643  NAD 83(1992)-  40 49 55.74261(N)    073 42 08.95229(W) AD(       ) 1
 KU4643  NAD 83(1986)-  40 49 55.74309(N)    073 42 08.95393(W) AD(       ) 1
 KU4643  NGVD 29 (03/24/92)    3.3    (m)           11.     (f) GPS OBS        
 KU4643
 KU4643.Superseded values are not recommended for survey control.
 KU4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4643.See file dsdata.txt to determine how the superseded data were derived.
 KU4643
 KU4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0940120934(NAD 83)
 KU4643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4643_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4643_STAMPING: 04E19NAZ
 KU4643_MARK LOGO: NYDPW 
 KU4643_PROJECTION: RECESSED 8 CENTIMETERS
 KU4643_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4643+STABILITY: POSITION/ELEVATION WELL
 KU4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4643+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4643_ROD/PIPE-DEPTH: 20.6 meters
 KU4643_SLEEVE-DEPTH  : 1.52 meters
 KU4643
 KU4643  HISTORY     - Date     Condition        Report By
 KU4643  HISTORY     - 1989     MONUMENTED       SBAS
 KU4643  HISTORY     - 19910201 GOOD
 KU4643
 KU4643                          STATION DESCRIPTION
 KU4643
 KU4643'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4643'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 200
 KU4643'FEET (61.0 M) WEST OF THE CENTERLINE OF MAIN STREET AND 225 FEET
 KU4643'(68.6 M) NORTH OF THE CENTERLINE OF COVERT STREET,BETWEEN THE GUIDE
 KU4643'RAIL AND THE BULKHEAD AT THE TOWN OF NORTH HEMPSTEAD DOCK.
 KU4643'THE LOCATION TIES ARE 12.5 FEET (3.8 M) FROM THE WOOD PILE, 56.5 FEET
 KU4643'(17.2 M) FROM THE EASTERLY LIGHT POLE AND 58.4 FEET (17.8 M) FROM THE
 KU4643'WESTERLY LIGHT POLE.
 KU4643
 KU4643                          STATION RECOVERY (1991)
 KU4643
 KU4643'RECOVERED 1991
 KU4643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4626 ***********************************************************************
 KU4626  CBN         -  This is a Cooperative Base Network Control Station.
 KU4626  DESIGNATION -  04E 20N
 KU4626  PID         -  KU4626
 KU4626  STATE/COUNTY-  NY/NASSAU
 KU4626  USGS QUAD   -  SEA CLIFF (1979)
 KU4626
 KU4626                         *CURRENT SURVEY CONTROL
 KU4626  ___________________________________________________________________
 KU4626* NAD 83(1996)-  40 50 36.66707(N)    073 42 28.30435(W)     ADJUSTED  
 KU4626* NAVD 88     -         5.6    (meters)      18.     (feet)  GPS OBS   
 KU4626  ___________________________________________________________________
 KU4626  X           -   1,355,532.351 (meters)                     COMP
 KU4626  Y           -  -4,637,921.562 (meters)                     COMP
 KU4626  Z           -   4,149,275.868 (meters)                     COMP
 KU4626  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 KU4626  ELLIP HEIGHT-         -25.56  (meters)          (09/18/02) GPS OBS
 KU4626  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4626
 KU4626  HORZ ORDER  -  A
 KU4626  ELLP ORDER  -  FOURTH    CLASS II
 KU4626
 KU4626.The horizontal coordinates were established by GPS observations
 KU4626.and adjusted by the National Geodetic Survey in September 2002..
 KU4626
 KU4626.The orthometric height was determined by GPS observations and a
 KU4626.high-resolution geoid model.
 KU4626
 KU4626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4626
 KU4626.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4626
 KU4626.The ellipsoidal height was determined by GPS observations
 KU4626.and is referenced to NAD 83.
 KU4626
 KU4626.The geoid height was determined by GEOID03.
 KU4626
 KU4626;                    North         East     Units Scale Factor Converg.
 KU4626;SPC NY L     -    75,203.078   324,636.925   MT  0.99999491   +0 11 27.9
 KU4626;SPC NY L     -   246,728.77  1,065,079.64   sFT  0.99999491   +0 11 27.9
 KU4626;SPC NY E     -   223,473.666   216,797.655   MT  0.99995490   +0 31 05.1
 KU4626;SPC NY E     -   733,179.85    711,276.97   sFT  0.99995490   +0 31 05.1
 KU4626;UTM  18      - 4,522,189.747   608,928.715   MT  0.99974604   +0 50 42.5
 KU4626
 KU4626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4626!SPC NY L     -   1.00000401  x   0.99999491  =   0.99999892
 KU4626!SPC NY E     -   1.00000401  x   0.99995490  =   0.99995891
 KU4626!UTM  18      -   1.00000401  x   0.99974604  =   0.99975005
 KU4626
 KU4626|---------------------------------------------------------------------|
 KU4626| PID    Reference Object                     Distance      Geod. Az  |
 KU4626|                                                           dddmmss.s |
 KU4626| KU4644 04E 20N AZ                          213.326 METERS 01335     |
 KU4626| KU4627 04E 21N                             APPROX. 1.8 KM 3542640.0 |
 KU4626|---------------------------------------------------------------------|
 KU4626
 KU4626                          SUPERSEDED SURVEY CONTROL
 KU4626
 KU4626  ELLIP H (09/01/99)  -25.54   (m)                       GP(       ) 4 1
 KU4626  NAD 83(1996)-  40 50 36.66586(N)    073 42 28.30378(W) AD(       ) 1
 KU4626  NAD 83(1996)-  40 50 36.66883(N)    073 42 28.30272(W) AD(       ) 1
 KU4626  NAD 83(1992)-  40 50 36.66868(N)    073 42 28.30254(W) AD(       ) 1
 KU4626  NAD 83(1986)-  40 50 36.66913(N)    073 42 28.30418(W) AD(       ) 1
 KU4626  NGVD 29 (03/24/92)    5.9    (m)           19.     (f) GPS OBS        
 KU4626
 KU4626.Superseded values are not recommended for survey control.
 KU4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4626.See file dsdata.txt to determine how the superseded data were derived.
 KU4626
 KU4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0892922190(NAD 83)
 KU4626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4626_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4626_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4626_STAMPING: 04E20N
 KU4626_MARK LOGO: NY-059
 KU4626_PROJECTION: RECESSED 8 CENTIMETERS
 KU4626_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4626+STABILITY: POSITION/ELEVATION WELL
 KU4626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4626+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 KU4626_ROD/PIPE-DEPTH: 20.6 meters
 KU4626_SLEEVE-DEPTH  : 1.52 meters
 KU4626
 KU4626  HISTORY     - Date     Condition        Report By
 KU4626  HISTORY     - 1989     MONUMENTED       SBAS
 KU4626  HISTORY     - 19900129 GOOD
 KU4626  HISTORY     - 20010829 GOOD             NYDT
 KU4626
 KU4626                          STATION DESCRIPTION
 KU4626
 KU4626'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4626'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 23
 KU4626'FEET (7.0 M) WEST OF THE CENTERLINE OF COW NECK ROAD AND 223 FEET
 KU4626'(68.0 M) NORTH OF THE CENTERLINE OF SANDS POINT ROAD,IN THE GRASS
 KU4626'AREA ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU4626'THE LOCATION TIES ARE 50.5 FEET (15.4 M) FROM THE EASTERLY UTILITY
 KU4626'POLE, 26.9 FEET (8.2 M) FROM THE SOUTHERLY UTILITY POLE AND 30.7 FEET
 KU4626'(9.4 M) FROM THE MANHOLE.
 KU4626
 KU4626                          STATION RECOVERY (1990)
 KU4626
 KU4626'RECOVERED 1990
 KU4626'RECOVERED IN GOOD CONDITION.
 KU4626
 KU4626                          STATION RECOVERY (2001)
 KU4626
 KU4626'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (VGM)
 KU4626'RECOVERED AS DESCRIBED. FOLLOWING INFORMATION PROVIDED IN 2001.
 KU4626'STATION IS IN THE
 KU4626'COMMUNITY OF PORT WASHINGTON AT THE INTERSECTION OF THREE ROADS--COWS
 KU4626'NECK, SANDS
 KU4626'POINT AND SHORE, WITHIN THE GRASS FIELD OWNED BY JOHN PHILIP SOUSA
 KU4626'SCHOOL.
 KU4626' 
 KU4626'DIRECTIONS FROM STATE ROUTE 495 OR 25A--FOLLOW SR 101 NORTH TO END.
 KU4626'TURN LEFT ONTO MAIN
 KU4626'ST--HARBOR RD--AND PROCEED WEST. TURN RIGHT ON SHORE RD AND FOLLOW TO
 KU4626'STATION AT
 KU4626'INTERSECTION WITH COW NECK RD.
 KU4626' 
 KU4626'STATION IS A NASSAU COUNTY DPW ENCLOSED ROD-TYPE MONUMENT.
 KU4626' 
 KU4626' 
 KU4626'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4644 ***********************************************************************
 KU4644  DESIGNATION -  04E 20N AZ
 KU4644  PID         -  KU4644
 KU4644  STATE/COUNTY-  NY/NASSAU
 KU4644  USGS QUAD   -  SEA CLIFF (1979)
 KU4644
 KU4644                         *CURRENT SURVEY CONTROL
 KU4644  ___________________________________________________________________
 KU4644* NAD 83(1996)-  40 50 43.38936(N)    073 42 26.16685(W)     ADJUSTED  
 KU4644* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 KU4644  ___________________________________________________________________
 KU4644  X           -   1,355,542.782 (meters)                     COMP
 KU4644  Y           -  -4,637,778.765 (meters)                     COMP
 KU4644  Z           -   4,149,434.019 (meters)                     COMP
 KU4644  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 KU4644  ELLIP HEIGHT-         -23.60  (meters)          (12/03/02) GPS OBS
 KU4644  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4644
 KU4644  HORZ ORDER  -  FIRST
 KU4644  ELLP ORDER  -  FOURTH    CLASS II
 KU4644
 KU4644.The horizontal coordinates were established by GPS observations
 KU4644.and adjusted by the National Geodetic Survey in January 1999..
 KU4644
 KU4644.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4644
 KU4644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4644
 KU4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4644
 KU4644.The ellipsoidal height was determined by GPS observations
 KU4644.and is referenced to NAD 83.
 KU4644
 KU4644.The geoid height was determined by GEOID03.
 KU4644
 KU4644;                    North         East     Units Scale Factor Converg.
 KU4644;SPC NY L     -    75,410.608   324,686.305   MT  0.99999490   +0 11 29.3
 KU4644;SPC NY L     -   247,409.64  1,065,241.65   sFT  0.99999490   +0 11 29.3
 KU4644;SPC NY E     -   223,681.466   216,845.847   MT  0.99995498   +0 31 06.5
 KU4644;SPC NY E     -   733,861.61    711,435.08   sFT  0.99995498   +0 31 06.5
 KU4644;UTM  18      - 4,522,397.776   608,975.711   MT  0.99974617   +0 50 44.0
 KU4644
 KU4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4644!SPC NY L     -   1.00000370  x   0.99999490  =   0.99999860
 KU4644!SPC NY E     -   1.00000370  x   0.99995498  =   0.99995868
 KU4644!UTM  18      -   1.00000370  x   0.99974617  =   0.99974987
 KU4644
 KU4644|---------------------------------------------------------------------|
 KU4644| PID    Reference Object                     Distance      Geod. Az  |
 KU4644|                                                           dddmmss.s |
 KU4644| KU4626 04E 20N                             213.326 METERS 19335     |
 KU4644|---------------------------------------------------------------------|
 KU4644
 KU4644                          SUPERSEDED SURVEY CONTROL
 KU4644
 KU4644  ELLIP H (09/01/99)  -23.59   (m)                       GP(       ) 4 1
 KU4644  NAD 83(1996)-  40 50 43.39233(N)    073 42 26.16579(W) AD(       ) 1
 KU4644  NAD 83(1992)-  40 50 43.39218(N)    073 42 26.16560(W) AD(       ) 1
 KU4644  NAD 83(1986)-  40 50 43.39260(N)    073 42 26.16731(W) AD(       ) 1
 KU4644  NGVD 29 (03/24/92)    7.9    (m)           26.     (f) GPS OBS        
 KU4644
 KU4644.Superseded values are not recommended for survey control.
 KU4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4644.See file dsdata.txt to determine how the superseded data were derived.
 KU4644
 KU4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0897622398(NAD 83)
 KU4644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4644_STAMPING: 04E20NAZ
 KU4644_MARK LOGO: NYDPW 
 KU4644_PROJECTION: RECESSED 8 CENTIMETERS
 KU4644_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4644+STABILITY: POSITION/ELEVATION WELL
 KU4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4644+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1990
 KU4644_ROD/PIPE-DEPTH: 20.6 meters
 KU4644_SLEEVE-DEPTH  : 1.52 meters
 KU4644
 KU4644  HISTORY     - Date     Condition        Report By
 KU4644  HISTORY     - 1989     MONUMENTED       SBAS
 KU4644  HISTORY     - 19900608 GOOD
 KU4644
 KU4644                          STATION DESCRIPTION
 KU4644
 KU4644'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4644'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 23
 KU4644'FEET (7.0 M) WEST OF THE CENTERLINE OF COW NECK ROAD AND 983 FEET
 KU4644'(299.6 M) NORTH OF THE CENTERLINE OF SANDS POINT ROAD,IN THE GRASS
 KU4644'AREA BETWEEN THE EDGE OF THE PAVEMENT AND THE CHAIN LINK FENCE.
 KU4644'THE LOCATION TIES ARE 36.2 FEET (11.0 M) FROM THE MANHOLE, 3.7 FEET
 KU4644'(1.1 M) FROM THE CHAIN LINK FENCE AND 41.0 FEET (12.5 M) FROM THE
 KU4644'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 9.
 KU4644
 KU4644                          STATION RECOVERY (1990)
 KU4644
 KU4644'RECOVERED 1990
 KU4644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4627 ***********************************************************************
 KU4627  DESIGNATION -  04E 21N
 KU4627  PID         -  KU4627
 KU4627  STATE/COUNTY-  NY/NASSAU
 KU4627  USGS QUAD   -  SEA CLIFF (1979)
 KU4627
 KU4627                         *CURRENT SURVEY CONTROL
 KU4627  ___________________________________________________________________
 KU4627* NAD 83(1996)-  40 51 33.62885(N)    073 42 35.60190(W)     ADJUSTED  
 KU4627* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 KU4627  ___________________________________________________________________
 KU4627  X           -   1,355,048.404 (meters)                     COMP
 KU4627  Y           -  -4,636,874.986 (meters)                     COMP
 KU4627  Z           -   4,150,612.774 (meters)                     COMP
 KU4627  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KU4627  ELLIP HEIGHT-         -13.63  (meters)          (12/03/02) GPS OBS
 KU4627  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU4627
 KU4627  HORZ ORDER  -  FIRST
 KU4627  ELLP ORDER  -  FOURTH    CLASS II
 KU4627
 KU4627.The horizontal coordinates were established by GPS observations
 KU4627.and adjusted by the National Geodetic Survey in January 1999..
 KU4627
 KU4627.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4627
 KU4627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4627
 KU4627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4627
 KU4627.The ellipsoidal height was determined by GPS observations
 KU4627.and is referenced to NAD 83.
 KU4627
 KU4627.The geoid height was determined by GEOID03.
 KU4627
 KU4627;                    North         East     Units Scale Factor Converg.
 KU4627;SPC NY L     -    76,959.620   324,460.155   MT  0.99999491   +0 11 23.1
 KU4627;SPC NY L     -   252,491.69  1,064,499.69   sFT  0.99999491   +0 11 23.1
 KU4627;SPC NY E     -   225,229.100   216,610.867   MT  0.99995459   +0 31 00.9
 KU4627;SPC NY E     -   738,939.14    710,664.15   sFT  0.99995459   +0 31 00.9
 KU4627;UTM  18      - 4,523,943.720   608,731.950   MT  0.99974551   +0 50 38.7
 KU4627
 KU4627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4627!SPC NY L     -   1.00000214  x   0.99999491  =   0.99999705
 KU4627!SPC NY E     -   1.00000214  x   0.99995459  =   0.99995673
 KU4627!UTM  18      -   1.00000214  x   0.99974551  =   0.99974765
 KU4627
 KU4627|---------------------------------------------------------------------|
 KU4627| PID    Reference Object                     Distance      Geod. Az  |
 KU4627|                                                           dddmmss.s |
 KU4627| KU4645 04E 21N AZ                          200.529 METERS 00028     |
 KU4627| KU4626 04E 20N                             APPROX. 1.8 KM 1742635.2 |
 KU4627|---------------------------------------------------------------------|
 KU4627
 KU4627                          SUPERSEDED SURVEY CONTROL
 KU4627
 KU4627  ELLIP H (09/01/99)  -13.62   (m)                       GP(       ) 4 1
 KU4627  NAD 83(1996)-  40 51 33.63182(N)    073 42 35.60084(W) AD(       ) 1
 KU4627  NAD 83(1992)-  40 51 33.63167(N)    073 42 35.60065(W) AD(       ) 1
 KU4627  NAD 83(1986)-  40 51 33.63210(N)    073 42 35.60242(W) AD(       ) 1
 KU4627  NGVD 29 (03/24/92)   17.8    (m)           58.     (f) GPS OBS        
 KU4627
 KU4627.Superseded values are not recommended for survey control.
 KU4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4627.See file dsdata.txt to determine how the superseded data were derived.
 KU4627
 KU4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0873223944(NAD 83)
 KU4627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4627_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4627_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4627_STAMPING: 04E21N
 KU4627_MARK LOGO: NYDPW 
 KU4627_PROJECTION: RECESSED 8 CENTIMETERS
 KU4627_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4627+STABILITY: POSITION/ELEVATION WELL
 KU4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4627+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4627_ROD/PIPE-DEPTH: 20.6 meters
 KU4627_SLEEVE-DEPTH  : 1.52 meters
 KU4627
 KU4627  HISTORY     - Date     Condition        Report By
 KU4627  HISTORY     - 1989     MONUMENTED       SBAS
 KU4627  HISTORY     - 19910201 GOOD
 KU4627
 KU4627                          STATION DESCRIPTION
 KU4627
 KU4627'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4627'THE POINT IS LOCATED IN SANDS POINT, TOWN OF NORTH HEMPSTEAD, 1115
 KU4627'FEET (339.9 M) NORTH OF THE CENTERLINE OF MIDDLE NECK ROAD AND 9 FEET
 KU4627'(2.7 M) EAST OF THE CENTERLINE OF LONGWOOD ROAD,IN THE PAVED ROADWAY.
 KU4627'THE LOCATION TIES ARE 27.5 FEET (8.4 M) FROM THE WATER VALVE, 91.7
 KU4627'FROM THE MANHOLE AND 1.7 FEET (0.5 M) FROM THE FACE OF THE CURB ON
 KU4627'THE EAST SIDE OF LONGWOOD ROAD.
 KU4627
 KU4627                          STATION RECOVERY (1991)
 KU4627
 KU4627'RECOVERED 1991
 KU4627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4645 ***********************************************************************
 KU4645  DESIGNATION -  04E 21N AZ
 KU4645  PID         -  KU4645
 KU4645  STATE/COUNTY-  NY/NASSAU
 KU4645  USGS QUAD   -  SEA CLIFF (1979)
 KU4645
 KU4645                         *CURRENT SURVEY CONTROL
 KU4645  ___________________________________________________________________
 KU4645* NAD 83(1996)-  40 51 40.12930(N)    073 42 35.53317(W)     ADJUSTED  
 KU4645* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 KU4645  ___________________________________________________________________
 KU4645  X           -   1,355,012.944 (meters)                     COMP
 KU4645  Y           -  -4,636,747.904 (meters)                     COMP
 KU4645  Z           -   4,150,763.790 (meters)                     COMP
 KU4645  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 KU4645  ELLIP HEIGHT-         -14.61  (meters)          (12/03/02) GPS OBS
 KU4645  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU4645
 KU4645  HORZ ORDER  -  FIRST
 KU4645  ELLP ORDER  -  FOURTH    CLASS II
 KU4645
 KU4645.The horizontal coordinates were established by GPS observations
 KU4645.and adjusted by the National Geodetic Survey in January 1999..
 KU4645
 KU4645.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4645
 KU4645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4645
 KU4645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4645
 KU4645.The ellipsoidal height was determined by GPS observations
 KU4645.and is referenced to NAD 83.
 KU4645
 KU4645.The geoid height was determined by GEOID03.
 KU4645
 KU4645;                    North         East     Units Scale Factor Converg.
 KU4645;SPC NY L     -    77,160.146   324,461.100   MT  0.99999492   +0 11 23.2
 KU4645;SPC NY L     -   253,149.58  1,064,502.79   sFT  0.99999492   +0 11 23.2
 KU4645;SPC NY E     -   225,429.620   216,610.668   MT  0.99995459   +0 31 01.0
 KU4645;SPC NY E     -   739,597.01    710,663.50   sFT  0.99995459   +0 31 01.0
 KU4645;UTM  18      - 4,524,144.193   608,730.606   MT  0.99974551   +0 50 38.8
 KU4645
 KU4645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4645!SPC NY L     -   1.00000229  x   0.99999492  =   0.99999721
 KU4645!SPC NY E     -   1.00000229  x   0.99995459  =   0.99995688
 KU4645!UTM  18      -   1.00000229  x   0.99974551  =   0.99974780
 KU4645
 KU4645|---------------------------------------------------------------------|
 KU4645| PID    Reference Object                     Distance      Geod. Az  |
 KU4645|                                                           dddmmss.s |
 KU4645| KU4627 04E 21N                             200.529 METERS 18028     |
 KU4645|---------------------------------------------------------------------|
 KU4645
 KU4645                          SUPERSEDED SURVEY CONTROL
 KU4645
 KU4645  ELLIP H (09/01/99)  -14.61   (m)                       GP(       ) 4 1
 KU4645  NAD 83(1996)-  40 51 40.13226(N)    073 42 35.53211(W) AD(       ) 1
 KU4645  NAD 83(1992)-  40 51 40.13211(N)    073 42 35.53191(W) AD(       ) 1
 KU4645  NAD 83(1986)-  40 51 40.13261(N)    073 42 35.53372(W) AD(       ) 1
 KU4645  NGVD 29 (03/24/92)   16.8    (m)           55.     (f) GPS OBS        
 KU4645
 KU4645.Superseded values are not recommended for survey control.
 KU4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4645.See file dsdata.txt to determine how the superseded data were derived.
 KU4645
 KU4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0873124144(NAD 83)
 KU4645_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4645_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4645_STAMPING: 04E21NAZ
 KU4645_MARK LOGO: NYDPW 
 KU4645_PROJECTION: RECESSED 8 CENTIMETERS
 KU4645_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4645+STABILITY: POSITION/ELEVATION WELL
 KU4645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4645+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4645_ROD/PIPE-DEPTH: 20.6 meters
 KU4645_SLEEVE-DEPTH  : 1.52 meters
 KU4645
 KU4645  HISTORY     - Date     Condition        Report By
 KU4645  HISTORY     - 1989     MONUMENTED       SBAS
 KU4645  HISTORY     - 19910201 GOOD
 KU4645
 KU4645                          STATION DESCRIPTION
 KU4645
 KU4645'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4645'THE POINT IS LOCATED IN SANDS POINT, TOWN OF NORTH HEMPSTEAD, 1769
 KU4645'FEET (539.2 M) NORTH OF THE CENTERLINE OF MIDDLE NECK ROAD AND 10
 KU4645'FEET (3.0 M) EAST OF THE CENTERLINE OF LONGWOOD ROAD,IN THE PAVED
 KU4645'ROADWAY.
 KU4645'THE LOCATION TIES ARE 40.1 FEET (12.2 M) FROM THE NORTHERLY  MANHOLE,
 KU4645'63.2 FEET (19.3 M) FROM THE SOUTHERLY MANHOLE AND 1.0 FEET (0.3 M)
 KU4645'FROM THE FACE OF THE CURB ON THE EAST SIDE OF LONGWOOD ROAD.
 KU4645
 KU4645                          STATION RECOVERY (1991)
 KU4645
 KU4645'RECOVERED 1991
 KU4645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2011 ***********************************************************************
 OF2011  DESIGNATION -  054 MCGS 1969
 OF2011  PID         -  OF2011
 OF2011  STATE/COUNTY-  NY/MONROE
 OF2011  USGS QUAD   -  PITTSFORD (1978)
 OF2011
 OF2011                         *CURRENT SURVEY CONTROL
 OF2011  ___________________________________________________________________
 OF2011* NAD 83(1996)-  43 03 24.65753(N)    077 35 39.49739(W)     ADJUSTED  
 OF2011* NAVD 88     -       190.3    (meters)     624.     (feet)  VERTCON   
 OF2011  ___________________________________________________________________
 OF2011  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF2011  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF2011
 OF2011  HORZ ORDER  -  SECOND
 OF2011
 OF2011.The horizontal coordinates were established by classical geodetic methods
 OF2011.and adjusted by the National Geodetic Survey in January 1999..
 OF2011
 OF2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2011
 OF2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2011
 OF2011.The geoid height was determined by GEOID03.
 OF2011
 OF2011;                    North         East     Units Scale Factor Converg.
 OF2011;SPC NY W     -   339,959.980   430,567.194   MT  1.00001732   +0 40 31.0
 OF2011;SPC NY W     - 1,115,352.03  1,412,619.20   sFT  1.00001732   +0 40 31.0
 OF2011;UTM  18      - 4,770,394.481   288,732.533   MT  1.00014911   -1 46 18.6
 OF2011
 OF2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2011!SPC NY W     -   0.99997568  x   1.00001732  =   0.99999300
 OF2011!UTM  18      -   0.99997568  x   1.00014911  =   1.00012478
 OF2011
 OF2011:                Primary Azimuth Mark                     Grid Az
 OF2011:SPC NY W     -  3115                                     201 07 44.4
 OF2011:UTM  18      -  3115                                     203 34 34.0
 OF2011
 OF2011|---------------------------------------------------------------------|
 OF2011| PID    Reference Object                     Distance      Geod. Az  |
 OF2011|                                                           dddmmss.s |
 OF2011| OF2083 3115                                APPROX. 0.8 KM 2014815.4 |
 OF2011|---------------------------------------------------------------------|
 OF2011
 OF2011                          SUPERSEDED SURVEY CONTROL
 OF2011
 OF2011  NAD 83(1986)-  43 03 24.66526(N)    077 35 39.49531(W) AD(       ) 2
 OF2011  NAD 27      -  43 03 24.43935(N)    077 35 40.49689(W) AD(       ) 2
 OF2011  NGVD 29 (07/19/86)  190.5    (m)          625.     (f) VERT ANG       
 OF2011
 OF2011.Superseded values are not recommended for survey control.
 OF2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2011.See file dsdata.txt to determine how the superseded data were derived.
 OF2011
 OF2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8873370394(NAD 83)
 OF2011_MARKER: DD = SURVEY DISK
 OF2011_SETTING: 0 = UNSPECIFIED SETTING
 OF2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2011
 OF2011  HISTORY     - Date     Condition        Report By
 OF2011  HISTORY     - 1969     MONUMENTED       NY-055
 OF2011  HISTORY     - 1973     GOOD             NY-055
 OF2011
 OF2011                          STATION DESCRIPTION
 OF2011
 OF2011'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2011'IN HENRIETTA ALONG PINNACLE ROAD
 OF2011'
 OF2011'0.2 MILE SOUTH OF LEHIGH STATION ROAD
 OF2011'
 OF2011'0.9 MILE WEST SOUTHWEST OF STATION LOVEJOY 1969
 OF2011'
 OF2011'20.6 FEET EAST OF CENTERLINE OF PINNACLE ROAD
 OF2011'
 OF2011'29.5 FEET WEST OF NORTHWEST CORNER OF HOUSE NO. 946 AND ON
 OF2011'NORTH RANGELINE OF THE SAME HOUSE
 OF2011'
 OF2011'42.4 FEET NORTH WEST OF SOUTHWEST CORNER OF HOUSE NO. 946
 OF2011'
 OF2011'21.1 FEET SOUTH OF CENTER OF DRIVEWAY
 OF2011'
 OF2011'43.9 FEET SOUTH OF POLE RG AND E 50 222 RTC 78
 OF2011'
 OF2011'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 054 IN THE TOP
 OF2011'OF A CONCRETE POST
 OF2011
 OF2011                          STATION RECOVERY (1973)
 OF2011
 OF2011'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2011'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2078 ***********************************************************************
 OF2078  DESIGNATION -  055 4
 OF2078  PID         -  OF2078
 OF2078  STATE/COUNTY-  NY/MONROE
 OF2078  USGS QUAD   -  PITTSFORD (1978)
 OF2078
 OF2078                         *CURRENT SURVEY CONTROL
 OF2078  ___________________________________________________________________
 OF2078* NAD 83(1996)-  43 04 07.45280(N)    077 33 36.41433(W)     ADJUSTED  
 OF2078* NAVD 88     -       193.13   (+/-2cm)     633.6    (feet)  VERTCON   
 OF2078  ___________________________________________________________________
 OF2078  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OF2078  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF2078
 OF2078  HORZ ORDER  -  SECOND
 OF2078  VERT ORDER  -  THIRD ? (See Below)
 OF2078
 OF2078.The horizontal coordinates were established by classical geodetic methods
 OF2078.and adjusted by the National Geodetic Survey in January 1999..
 OF2078
 OF2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2078.The vertical order pertains to the NGVD 29 superseded value.
 OF2078
 OF2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2078
 OF2078.The geoid height was determined by GEOID03.
 OF2078
 OF2078;                    North         East     Units Scale Factor Converg.
 OF2078;SPC NY W     -   341,313.944   433,336.239   MT  1.00002291   +0 41 55.6
 OF2078;SPC NY W     - 1,119,794.16  1,421,703.98   sFT  1.00002291   +0 41 55.6
 OF2078;UTM  18      - 4,771,629.116   291,557.212   MT  1.00013452   -1 44 55.9
 OF2078
 OF2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2078!SPC NY W     -   0.99997525  x   1.00002291  =   0.99999816
 OF2078!UTM  18      -   0.99997525  x   1.00013452  =   1.00010976
 OF2078
 OF2078:                Primary Azimuth Mark                     Grid Az
 OF2078:SPC NY W     -  4302                                     089 08 13.5
 OF2078:UTM  18      -  4302                                     091 35 05.0
 OF2078
 OF2078|---------------------------------------------------------------------|
 OF2078| PID    Reference Object                     Distance      Geod. Az  |
 OF2078|                                                           dddmmss.s |
 OF2078| OF2077 4302                                APPROX. 0.6 KM 0895009.1 |
 OF2078|---------------------------------------------------------------------|
 OF2078
 OF2078                          SUPERSEDED SURVEY CONTROL
 OF2078
 OF2078  NAD 83(1986)-  43 04 07.46077(N)    077 33 36.41223(W) AD(       ) 2
 OF2078  NAD 27      -  43 04 07.23499(N)    077 33 37.41773(W) AD(       ) 2
 OF2078  NGVD 29 (07/19/86)  193.30   (m)          634.2    (f) LEVELING    3  
 OF2078
 OF2078.Superseded values are not recommended for survey control.
 OF2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2078.See file dsdata.txt to determine how the superseded data were derived.
 OF2078
 OF2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9155771629(NAD 83)
 OF2078_MARKER: DD = SURVEY DISK
 OF2078_SETTING: 0 = UNSPECIFIED SETTING
 OF2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2078
 OF2078  HISTORY     - Date     Condition        Report By
 OF2078  HISTORY     - 1940     MONUMENTED       NYGS
 OF2078  HISTORY     - 1973     GOOD             NY-055
 OF2078  HISTORY     - 1977     GOOD             NY-055
 OF2078  HISTORY     - 19950324 GOOD             USPSQD
 OF2078  HISTORY     - 20020120 GOOD             USPSQD
 OF2078
 OF2078                          STATION DESCRIPTION
 OF2078
 OF2078'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2078'IN PITTSFORD, ON SOUTH SIDE OF CALKINS ROAD, 0.45 MILE EAST OF
 OF2078'TOWN LINE ROAD, 18.7 FEET SOUTH OF THE CENTER LINE OF CALKINS
 OF2078'ROAD, 5.5 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE, 133.5 FEET
 OF2078'EAST OF EAST RANGE LINE OF CHAS. WILDERS HOUSE, 82.3 FEET EAST
 OF2078'OF R.G. AND E. POLE NO. 94, 7.7 FEET NORTHWEST OF TELEPHONE POLE
 OF2078'(NO IDENTIFICATION), AND 4.2 FEET NORTHEAST OF U.S. REFERENCE
 OF2078'MARKER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2078'DISK IN CONCRETE FLUSH WITH GROUND.
 OF2078
 OF2078                          STATION RECOVERY (1973)
 OF2078
 OF2078'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2078'NEW DESCRIPTION FOLLOWS--
 OF2078'
 OF2078'IN TOWN OF PITTSFORD ON CALKINS ROAD, 0.45 MI. E. OF
 OF2078'HENRIETTA-PITTSFORD T.L. ROAD AND 0.55 W. OF CLOVER STREET
 OF2078'
 OF2078'18.7 FT S. OF CENTERLINE CALKINS ROAD
 OF2078'
 OF2078'81.5 FT E. OF UTILITY POLE RTC 36, RGE 94
 OF2078'
 OF2078'102.9 FT W. OF UTILITY POLE RTC 35, RGE 95
 OF2078'
 OF2078'2.0 FT N. OF M.C. WITNESS SIGN
 OF2078'
 OF2078'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF2078'DISK IN CONCRETE 0.1 BELOW GRADE
 OF2078
 OF2078                          STATION RECOVERY (1977)
 OF2078
 OF2078'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2078'GOOD
 OF2078
 OF2078                          STATION RECOVERY (1995)
 OF2078
 OF2078'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2078'RECOVERED IN GOOD CONDITION.
 OF2078
 OF2078                          STATION RECOVERY (2002)
 OF2078
 OF2078'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2008 ***********************************************************************
 OF2008  DESIGNATION -  055 MCGS 1969
 OF2008  PID         -  OF2008
 OF2008  STATE/COUNTY-  NY/MONROE
 OF2008  USGS QUAD   -  PITTSFORD (1978)
 OF2008
 OF2008                         *CURRENT SURVEY CONTROL
 OF2008  ___________________________________________________________________
 OF2008* NAD 83(1996)-  43 03 50.06904(N)    077 35 26.70227(W)     ADJUSTED  
 OF2008* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 OF2008  ___________________________________________________________________
 OF2008  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF2008  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2008
 OF2008  HORZ ORDER  -  SECOND
 OF2008
 OF2008.The horizontal coordinates were established by classical geodetic methods
 OF2008.and adjusted by the National Geodetic Survey in January 1999..
 OF2008
 OF2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2008
 OF2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2008
 OF2008.The geoid height was determined by GEOID03.
 OF2008
 OF2008;                    North         East     Units Scale Factor Converg.
 OF2008;SPC NY W     -   340,747.543   430,847.449   MT  1.00001788   +0 40 40.0
 OF2008;SPC NY W     - 1,117,935.90  1,413,538.67   sFT  1.00001788   +0 40 40.0
 OF2008;UTM  18      - 4,771,169.459   289,046.202   MT  1.00014748   -1 46 10.7
 OF2008
 OF2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2008!SPC NY W     -   0.99997733  x   1.00001788  =   0.99999521
 OF2008!UTM  18      -   0.99997733  x   1.00014748  =   1.00012481
 OF2008
 OF2008:                Primary Azimuth Mark                     Grid Az
 OF2008:SPC NY W     -  3126                                     021 58 45.5
 OF2008:UTM  18      -  3126                                     024 25 36.2
 OF2008
 OF2008|---------------------------------------------------------------------|
 OF2008| PID    Reference Object                     Distance      Geod. Az  |
 OF2008|                                                           dddmmss.s |
 OF2008| OF2082 3126                                APPROX. 0.6 KM 0223925.5 |
 OF2008| OF2011 054 MCGS 1969                       APPROX. 0.8 KM 2001557.2 |
 OF2008|---------------------------------------------------------------------|
 OF2008
 OF2008                          SUPERSEDED SURVEY CONTROL
 OF2008
 OF2008  NAD 83(1986)-  43 03 50.07684(N)    077 35 26.70025(W) AD(       ) 2
 OF2008  NAD 27      -  43 03 49.85135(N)    077 35 27.70214(W) AD(       ) 2
 OF2008  NGVD 29 (07/19/86)  180.0    (m)          591.     (f) VERT ANG       
 OF2008
 OF2008.Superseded values are not recommended for survey control.
 OF2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2008.See file dsdata.txt to determine how the superseded data were derived.
 OF2008
 OF2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8904671169(NAD 83)
 OF2008_MARKER: DD = SURVEY DISK
 OF2008_SETTING: 0 = UNSPECIFIED SETTING
 OF2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2008
 OF2008  HISTORY     - Date     Condition        Report By
 OF2008  HISTORY     - 1969     MONUMENTED       NY-055
 OF2008  HISTORY     - 1973     GOOD             NY-055
 OF2008
 OF2008                          STATION DESCRIPTION
 OF2008
 OF2008'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2008'IN HENRIETTA, ALONG PINNACLE ROAD
 OF2008'
 OF2008'0.3 MILE NORTH OF LEHIGH STATION ROAD
 OF2008'
 OF2008'0.75 MILE WEST NORTHWEST OF STATION LOVEJOY 1969
 OF2008'
 OF2008'AT INTERSECTION OF PARK MEADOW DRIVE
 OF2008'
 OF2008'18.8 FEET WEST OF CENTER OF PINNACLE ROAD
 OF2008'
 OF2008'37.0 FEET SOUTHWEST OF A MANHOLE
 OF2008'
 OF2008'61.3 FEET NORTHWEST OF A MANHOLE
 OF2008'
 OF2008'63.7 FEET NORTHWEST OF POLE RG AND E 39, RTC 1415
 OF2008'
 OF2008'8.0 FEET EAST OF EAST EDGE OF ASPHALT WALK
 OF2008'
 OF2008'4.7 FEET SOUTHEAST OF A LIGHT POLE
 OF2008'
 OF2008'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 055 IN THE TOP
 OF2008'OF A CONCRETE POST COVERED 1.4 FEET
 OF2008
 OF2008                          STATION RECOVERY (1973)
 OF2008
 OF2008'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2008'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4646 ***********************************************************************
 KU4646  DESIGNATION -  05E 02N
 KU4646  PID         -  KU4646
 KU4646  STATE/COUNTY-  NY/NASSAU
 KU4646  USGS QUAD   -  LAWRENCE (1979)
 KU4646
 KU4646                         *CURRENT SURVEY CONTROL
 KU4646  ___________________________________________________________________
 KU4646* NAD 83(1996)-  40 35 09.44077(N)    073 41 23.43907(W)     ADJUSTED  
 KU4646* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU4646  ___________________________________________________________________
 KU4646  X           -   1,362,229.275 (meters)                     COMP
 KU4646  Y           -  -4,655,397.466 (meters)                     COMP
 KU4646  Z           -   4,127,593.514 (meters)                     COMP
 KU4646  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KU4646  ELLIP HEIGHT-         -30.39  (meters)          (12/03/02) GPS OBS
 KU4646  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KU4646
 KU4646  HORZ ORDER  -  FIRST
 KU4646  ELLP ORDER  -  FOURTH    CLASS II
 KU4646
 KU4646.The horizontal coordinates were established by GPS observations
 KU4646.and adjusted by the National Geodetic Survey in January 1999..
 KU4646
 KU4646.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4646
 KU4646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4646
 KU4646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4646
 KU4646.The ellipsoidal height was determined by GPS observations
 KU4646.and is referenced to NAD 83.
 KU4646
 KU4646.The geoid height was determined by GEOID03.
 KU4646
 KU4646;                    North         East     Units Scale Factor Converg.
 KU4646;SPC NY L     -    46,606.580   326,257.718   MT  1.00000547   +0 12 10.3
 KU4646;SPC NY L     -   152,908.42  1,070,397.20   sFT  1.00000547   +0 12 10.3
 KU4646;UTM  18      - 4,493,620.678   610,874.242   MT  0.99975131   +0 51 08.9
 KU4646
 KU4646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4646!SPC NY L     -   1.00000477  x   1.00000547  =   1.00001024
 KU4646!UTM  18      -   1.00000477  x   0.99975131  =   0.99975608
 KU4646
 KU4646|---------------------------------------------------------------------|
 KU4646| PID    Reference Object                     Distance      Geod. Az  |
 KU4646|                                                           dddmmss.s |
 KU4646| KU4664 05E 02N AZ                          144.421 METERS 08357     |
 KU4646|---------------------------------------------------------------------|
 KU4646
 KU4646                          SUPERSEDED SURVEY CONTROL
 KU4646
 KU4646  ELLIP H (09/01/99)  -30.39   (m)                       GP(       ) 4 1
 KU4646  NAD 83(1986)-  40 35 09.44456(N)    073 41 23.43743(W) AD(       ) 1
 KU4646  NGVD 29 (03/24/92)    2.0    (m)            7.     (f) GPS OBS        
 KU4646
 KU4646.Superseded values are not recommended for survey control.
 KU4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4646.See file dsdata.txt to determine how the superseded data were derived.
 KU4646
 KU4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1087493621(NAD 83)
 KU4646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4646_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4646_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4646_STAMPING: 05E02N
 KU4646_MARK LOGO: NYDPW 
 KU4646_PROJECTION: RECESSED 8 CENTIMETERS
 KU4646_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4646+STABILITY: POSITION/ELEVATION WELL
 KU4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4646+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4646_ROD/PIPE-DEPTH: 20.6 meters
 KU4646_SLEEVE-DEPTH  : 1.52 meters
 KU4646
 KU4646  HISTORY     - Date     Condition        Report By
 KU4646  HISTORY     - 1989     MONUMENTED       SBAS
 KU4646  HISTORY     - 19910308 GOOD
 KU4646
 KU4646                          STATION DESCRIPTION
 KU4646
 KU4646'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4646'THE POINT IS LOCATED IN LONG BEACH, CITY OF LONG BEACH, 24 FEET
 KU4646'(7.3 M) SOUTH OF THE CENTERLINE OF WEST BEECH STREET AND 33 FEET
 KU4646'(10.1 M) WEST OF THE CENTERLINE OF OREGON STREET,IN THE CONCRETE
 KU4646'SIDEWALK.
 KU4646'THE LOCATION TIES ARE 19.7 FEET (6.0 M) FROM THE NORTH EAST CORNER OF
 KU4646'THE MASONARY WALL, 40.2 FEET (12.3 M) FROM THE NORTH WEST CORNER OF
 KU4646'THE MASONARY WALL AND 27.1 FEET (8.3 M) FROM THE CENTER OF THE
 KU4646'HYDRANT.
 KU4646
 KU4646                          STATION RECOVERY (1991)
 KU4646
 KU4646'RECOVERED 1991
 KU4646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4664 ***********************************************************************
 KU4664  DESIGNATION -  05E 02N AZ
 KU4664  PID         -  KU4664
 KU4664  STATE/COUNTY-  NY/NASSAU
 KU4664  USGS QUAD   -  LAWRENCE (1979)
 KU4664
 KU4664                         *CURRENT SURVEY CONTROL
 KU4664  ___________________________________________________________________
 KU4664* NAD 83(1996)-  40 35 09.93440(N)    073 41 17.33205(W)     ADJUSTED  
 KU4664* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KU4664  ___________________________________________________________________
 KU4664  X           -   1,362,364.343 (meters)                     COMP
 KU4664  Y           -  -4,655,347.675 (meters)                     COMP
 KU4664  Z           -   4,127,605.123 (meters)                     COMP
 KU4664  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KU4664  ELLIP HEIGHT-         -30.32  (meters)          (12/03/02) GPS OBS
 KU4664  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KU4664
 KU4664  HORZ ORDER  -  FIRST
 KU4664  ELLP ORDER  -  FOURTH    CLASS II
 KU4664
 KU4664.The horizontal coordinates were established by GPS observations
 KU4664.and adjusted by the National Geodetic Survey in January 1999..
 KU4664
 KU4664.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4664
 KU4664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4664
 KU4664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4664
 KU4664.The ellipsoidal height was determined by GPS observations
 KU4664.and is referenced to NAD 83.
 KU4664
 KU4664.The geoid height was determined by GEOID03.
 KU4664
 KU4664;                    North         East     Units Scale Factor Converg.
 KU4664;SPC NY L     -    46,622.317   326,401.279   MT  1.00000546   +0 12 14.3
 KU4664;SPC NY L     -   152,960.05  1,070,868.20   sFT  1.00000546   +0 12 14.3
 KU4664;UTM  18      - 4,493,638.037   611,017.580   MT  0.99975171   +0 51 12.8
 KU4664
 KU4664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4664!SPC NY L     -   1.00000476  x   1.00000546  =   1.00001022
 KU4664!UTM  18      -   1.00000476  x   0.99975171  =   0.99975647
 KU4664
 KU4664|---------------------------------------------------------------------|
 KU4664| PID    Reference Object                     Distance      Geod. Az  |
 KU4664|                                                           dddmmss.s |
 KU4664| KU4646 05E 02N                             144.421 METERS 26357     |
 KU4664|---------------------------------------------------------------------|
 KU4664
 KU4664                          SUPERSEDED SURVEY CONTROL
 KU4664
 KU4664  ELLIP H (09/01/99)  -30.32   (m)                       GP(       ) 4 1
 KU4664  NAD 83(1986)-  40 35 09.93819(N)    073 41 17.33044(W) AD(       ) 1
 KU4664  NGVD 29 (03/24/92)    2.0    (m)            7.     (f) GPS OBS        
 KU4664
 KU4664.Superseded values are not recommended for survey control.
 KU4664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4664.See file dsdata.txt to determine how the superseded data were derived.
 KU4664
 KU4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1101893638(NAD 83)
 KU4664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4664_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4664_STAMPING: 05E02NAZ
 KU4664_MARK LOGO: NYDPW 
 KU4664_PROJECTION: RECESSED 8 CENTIMETERS
 KU4664_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4664+STABILITY: POSITION/ELEVATION WELL
 KU4664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4664+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 KU4664_ROD/PIPE-DEPTH: 20.6 meters
 KU4664_SLEEVE-DEPTH  : 1.52 meters
 KU4664
 KU4664  HISTORY     - Date     Condition        Report By
 KU4664  HISTORY     - 1989     MONUMENTED       SBAS
 KU4664  HISTORY     - 19910320 GOOD
 KU4664
 KU4664                          STATION DESCRIPTION
 KU4664
 KU4664'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4664'THE POINT IS LOCATED IN LONG BEACH, CITY OF LONG BEACH, 33 FEET
 KU4664'(10.1 M) WEST OF THE CENTERLINE ON PENNSYLVANIA AVENUE AND 26 FEET
 KU4664'(7.9 M) NORTH OF THE WEST BEECH STREET,IN THE CONCRETE SIDEWALK.
 KU4664'THE LOCATION TIE ARE 16.0 FEET (4.9 M) FROM THE SIGN NO STOPPING
 KU4664'ANYTIME, 5.7 FEET (1.7 M) FROM THE NORTH WEST CORNER OF THE CATCH
 KU4664'BASIN AND 12.2 FEET (3.7 M) FROM THE SOUTH WEST CORNER OF THE TRAFFIC
 KU4664'SIGNAL BOX.
 KU4664
 KU4664                          STATION RECOVERY (1991)
 KU4664
 KU4664'RECOVERED 1991
 KU4664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4647 ***********************************************************************
 KU4647  DESIGNATION -  05E 05N
 KU4647  PID         -  KU4647
 KU4647  STATE/COUNTY-  NY/NASSAU
 KU4647  USGS QUAD   -  LYNBROOK (1969)
 KU4647
 KU4647                         *CURRENT SURVEY CONTROL
 KU4647  ___________________________________________________________________
 KU4647* NAD 83(1996)-  40 37 44.23100(N)    073 41 16.47802(W)     ADJUSTED  
 KU4647* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4647  ___________________________________________________________________
 KU4647  X           -   1,361,513.657 (meters)                     COMP
 KU4647  Y           -  -4,652,369.330 (meters)                     COMP
 KU4647  Z           -   4,131,218.775 (meters)                     COMP
 KU4647  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KU4647  ELLIP HEIGHT-         -29.78  (meters)          (12/03/02) GPS OBS
 KU4647  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KU4647
 KU4647  HORZ ORDER  -  FIRST
 KU4647  ELLP ORDER  -  FOURTH    CLASS II
 KU4647
 KU4647.The horizontal coordinates were established by GPS observations
 KU4647.and adjusted by the National Geodetic Survey in January 1999..
 KU4647
 KU4647.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4647
 KU4647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4647
 KU4647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4647
 KU4647.The ellipsoidal height was determined by GPS observations
 KU4647.and is referenced to NAD 83.
 KU4647
 KU4647.The geoid height was determined by GEOID03.
 KU4647
 KU4647;                    North         East     Units Scale Factor Converg.
 KU4647;SPC NY L     -    51,381.840   326,404.406   MT  1.00000231   +0 12 14.9
 KU4647;SPC NY L     -   168,575.25  1,070,878.46   sFT  1.00000231   +0 12 14.9
 KU4647;UTM  18      - 4,498,396.090   610,966.728   MT  0.99975157   +0 51 16.1
 KU4647
 KU4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4647!SPC NY L     -   1.00000467  x   1.00000231  =   1.00000698
 KU4647!UTM  18      -   1.00000467  x   0.99975157  =   0.99975624
 KU4647
 KU4647|---------------------------------------------------------------------|
 KU4647| PID    Reference Object                     Distance      Geod. Az  |
 KU4647|                                                           dddmmss.s |
 KU4647| KU4665 05E 05N AZ                          169.354 METERS 33131     |
 KU4647|---------------------------------------------------------------------|
 KU4647
 KU4647                          SUPERSEDED SURVEY CONTROL
 KU4647
 KU4647  ELLIP H (09/01/99)  -29.78   (m)                       GP(       ) 4 1
 KU4647  NAD 83(1996)-  40 37 44.23461(N)    073 41 16.47682(W) AD(       ) 1
 KU4647  NAD 83(1992)-  40 37 44.23461(N)    073 41 16.47680(W) AD(       ) 1
 KU4647  NAD 83(1986)-  40 37 44.23467(N)    073 41 16.47692(W) AD(       ) 1
 KU4647  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU4647
 KU4647.Superseded values are not recommended for survey control.
 KU4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4647.See file dsdata.txt to determine how the superseded data were derived.
 KU4647
 KU4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1096798396(NAD 83)
 KU4647_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4647_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4647_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4647_STAMPING: 05E05N
 KU4647_MARK LOGO: NYDPW 
 KU4647_PROJECTION: RECESSED 8 CENTIMETERS
 KU4647_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4647+STABILITY: POSITION/ELEVATION WELL
 KU4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4647+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 KU4647_ROD/PIPE-DEPTH: 20.6 meters
 KU4647_SLEEVE-DEPTH  : 1.52 meters
 KU4647
 KU4647  HISTORY     - Date     Condition        Report By
 KU4647  HISTORY     - 1990     MONUMENTED       SBAS
 KU4647  HISTORY     - 19910320 GOOD
 KU4647
 KU4647                          STATION DESCRIPTION
 KU4647
 KU4647'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4647'THE POINT IS LOCATED IN HEWLETT HARBOR, TOWN OF HEMPSTEAD, 13 FEET
 KU4647'(4.0 M) EAST OF THE CENTERLINE OF SEAWANE DRIVE AND 277 FEET
 KU4647'(84.4 M) NORTH OF THE CENTELINE OF WATER EDGE PLACE,IN THE GRASS AREA
 KU4647'ADJACENT TO THE PAVEMENT.
 KU4647'THE LOCATION TIES ARE 24.5 FEET (7.5 M) FROM THE CENTER OF THE SEWER
 KU4647'MANHOLE, 42.9 FEET (13.1 M) FROM THE CENTER OF THE 19 INCH TREE AND
 KU4647'3.2 FEET (1.0 M) EAST OF THE EDGE OF THE PAVEMENT OF SEAWANE DRIVE.
 KU4647
 KU4647                          STATION RECOVERY (1991)
 KU4647
 KU4647'RECOVERED 1991
 KU4647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4665 ***********************************************************************
 KU4665  DESIGNATION -  05E 05N AZ
 KU4665  PID         -  KU4665
 KU4665  STATE/COUNTY-  NY/NASSAU
 KU4665  USGS QUAD   -  LYNBROOK (1969)
 KU4665
 KU4665                         *CURRENT SURVEY CONTROL
 KU4665  ___________________________________________________________________
 KU4665* NAD 83(1996)-  40 37 49.05663(N)    073 41 19.91482(W)     ADJUSTED  
 KU4665* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KU4665  ___________________________________________________________________
 KU4665  X           -   1,361,409.194 (meters)                     COMP
 KU4665  Y           -  -4,652,299.935 (meters)                     COMP
 KU4665  Z           -   4,131,332.591 (meters)                     COMP
 KU4665  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KU4665  ELLIP HEIGHT-         -28.48  (meters)          (12/03/02) GPS OBS
 KU4665  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KU4665
 KU4665  HORZ ORDER  -  FIRST
 KU4665  ELLP ORDER  -  FOURTH    CLASS II
 KU4665
 KU4665.The horizontal coordinates were established by GPS observations
 KU4665.and adjusted by the National Geodetic Survey in January 1999..
 KU4665
 KU4665.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4665
 KU4665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4665
 KU4665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4665
 KU4665.The ellipsoidal height was determined by GPS observations
 KU4665.and is referenced to NAD 83.
 KU4665
 KU4665.The geoid height was determined by GEOID03.
 KU4665
 KU4665;                    North         East     Units Scale Factor Converg.
 KU4665;SPC NY L     -    51,530.405   326,323.108   MT  1.00000222   +0 12 12.6
 KU4665;SPC NY L     -   169,062.67  1,070,611.73   sFT  1.00000222   +0 12 12.6
 KU4665;UTM  18      - 4,498,543.685   610,883.770   MT  0.99975134   +0 51 13.9
 KU4665
 KU4665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4665!SPC NY L     -   1.00000447  x   1.00000222  =   1.00000669
 KU4665!UTM  18      -   1.00000447  x   0.99975134  =   0.99975581
 KU4665
 KU4665|---------------------------------------------------------------------|
 KU4665| PID    Reference Object                     Distance      Geod. Az  |
 KU4665|                                                           dddmmss.s |
 KU4665| KU4647 05E 05N                             169.354 METERS 15131     |
 KU4665|---------------------------------------------------------------------|
 KU4665
 KU4665                          SUPERSEDED SURVEY CONTROL
 KU4665
 KU4665  ELLIP H (09/01/99)  -28.48   (m)                       GP(       ) 4 1
 KU4665  NAD 83(1996)-  40 37 49.06021(N)    073 41 19.91363(W) AD(       ) 1
 KU4665  NAD 83(1992)-  40 37 49.06020(N)    073 41 19.91360(W) AD(       ) 1
 KU4665  NAD 83(1986)-  40 37 49.06027(N)    073 41 19.91379(W) AD(       ) 1
 KU4665  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4665
 KU4665.Superseded values are not recommended for survey control.
 KU4665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4665.See file dsdata.txt to determine how the superseded data were derived.
 KU4665
 KU4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1088498544(NAD 83)
 KU4665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4665_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4665_STAMPING: 05E05NAZ
 KU4665_MARK LOGO: NYDPW 
 KU4665_PROJECTION: RECESSED 8 CENTIMETERS
 KU4665_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4665+STABILITY: POSITION/ELEVATION WELL
 KU4665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4665+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 KU4665_ROD/PIPE-DEPTH: 20.6 meters
 KU4665_SLEEVE-DEPTH  : 1.52 meters
 KU4665
 KU4665  HISTORY     - Date     Condition        Report By
 KU4665  HISTORY     - 1990     MONUMENTED       SBAS
 KU4665  HISTORY     - 19910320 GOOD
 KU4665
 KU4665                          STATION DESCRIPTION
 KU4665
 KU4665'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4665'THE POINT IS LOCATED IN HEWLETT HARBOR, TOWN OF HEMPSTEAD, 16 FEET
 KU4665'(4.9 M) EAST OF THE CENTERLINE OF SEAWANE DRIVE AND 836 FEET
 KU4665'(254.8 M) NORTH OF THE CENTERLINE OF WATER EDGE PLACE,IN THE GRASS
 KU4665'AREA BEHIND THE BELGIAN BLOCK CURB.
 KU4665'THE LOCATION TIES ARE 72.6 FEET (22.1 M) FROM THE CENTER OF THE SEWER
 KU4665'MANHOLE, 16.7 FEET (5.1 M) FROM THE CENTER OF THE 8 INCH TREE, AND
 KU4665'23.7 FEET (7.2 M) FROM THE SOUTH EDGE OF THE DRIVEWAY OF HOUSE NUMBER
 KU4665'1095.
 KU4665
 KU4665                          STATION RECOVERY (1991)
 KU4665
 KU4665'RECOVERED 1991
 KU4665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4648 ***********************************************************************
 KU4648  DESIGNATION -  05E 06N
 KU4648  PID         -  KU4648
 KU4648  STATE/COUNTY-  NY/NASSAU
 KU4648  USGS QUAD   -  LYNBROOK (1969)
 KU4648
 KU4648                         *CURRENT SURVEY CONTROL
 KU4648  ___________________________________________________________________
 KU4648* NAD 83(1996)-  40 38 37.81380(N)    073 41 17.39713(W)     ADJUSTED  
 KU4648* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU4648  ___________________________________________________________________
 KU4648  X           -   1,361,190.674 (meters)                     COMP
 KU4648  Y           -  -4,651,342.566 (meters)                     COMP
 KU4648  Z           -   4,132,473.263 (meters)                     COMP
 KU4648  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KU4648  ELLIP HEIGHT-         -29.43  (meters)          (12/03/02) GPS OBS
 KU4648  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU4648
 KU4648  HORZ ORDER  -  FIRST
 KU4648  ELLP ORDER  -  FOURTH    CLASS II
 KU4648
 KU4648.The horizontal coordinates were established by GPS observations
 KU4648.and adjusted by the National Geodetic Survey in January 1999..
 KU4648
 KU4648.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4648
 KU4648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4648
 KU4648.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4648
 KU4648.The ellipsoidal height was determined by GPS observations
 KU4648.and is referenced to NAD 83.
 KU4648
 KU4648.The geoid height was determined by GEOID03.
 KU4648
 KU4648;                    North         East     Units Scale Factor Converg.
 KU4648;SPC NY L     -    53,034.590   326,376.922   MT  1.00000135   +0 12 14.3
 KU4648;SPC NY L     -   173,997.65  1,070,788.28   sFT  1.00000135   +0 12 14.3
 KU4648;UTM  18      - 4,500,048.007   610,920.495   MT  0.99975144   +0 51 16.4
 KU4648
 KU4648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4648!SPC NY L     -   1.00000462  x   1.00000135  =   1.00000597
 KU4648!UTM  18      -   1.00000462  x   0.99975144  =   0.99975606
 KU4648
 KU4648|---------------------------------------------------------------------|
 KU4648| PID    Reference Object                     Distance      Geod. Az  |
 KU4648|                                                           dddmmss.s |
 KU4648| KU4666 05E 06N AZ                          326.493 METERS 31815     |
 KU4648|---------------------------------------------------------------------|
 KU4648
 KU4648                          SUPERSEDED SURVEY CONTROL
 KU4648
 KU4648  ELLIP H (09/01/99)  -29.43   (m)                       GP(       ) 4 1
 KU4648  NAD 83(1996)-  40 38 37.81731(N)    073 41 17.39591(W) AD(       ) 1
 KU4648  NAD 83(1992)-  40 38 37.81728(N)    073 41 17.39584(W) AD(       ) 1
 KU4648  NAD 83(1986)-  40 38 37.81741(N)    073 41 17.39636(W) AD(       ) 1
 KU4648  NGVD 29 (03/24/92)    2.8    (m)            9.     (f) GPS OBS        
 KU4648
 KU4648.Superseded values are not recommended for survey control.
 KU4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4648.See file dsdata.txt to determine how the superseded data were derived.
 KU4648
 KU4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1092000048(NAD 83)
 KU4648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4648_STAMPING: 05E06N
 KU4648_MARK LOGO: NYDPW 
 KU4648_PROJECTION: RECESSED 8 CENTIMETERS
 KU4648_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4648+STABILITY: POSITION/ELEVATION WELL
 KU4648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4648+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4648_ROD/PIPE-DEPTH: 20.6 meters
 KU4648_SLEEVE-DEPTH  : 1.52 meters
 KU4648
 KU4648  HISTORY     - Date     Condition        Report By
 KU4648  HISTORY     - 1990     MONUMENTED       SBAS
 KU4648  HISTORY     - 19910305 GOOD
 KU4648
 KU4648                          STATION DESCRIPTION
 KU4648
 KU4648'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4648'THE POINT IS LOCATED IN HEWLETT, TOWN OF HEMPSTEAD, 1242 FEET
 KU4648'(378.6 M) SOUTH OF THE CENTERLINE OF BROADWAY AND 347 FEET (105.8 M)
 KU4648'WEST OF THE CENTERLINE OF SHERIDAN AVENUE,IN GRANT PARK BETWEEN THE
 KU4648'STEPS TO THE FLAGPOLE AND THE BULKHEAD AT THE LAKE.
 KU4648'THE LOCATION TIES ARE 19.9 FEET (6.1 M) FROM THE NORTH EAST CORNER OF
 KU4648'THE PARK STEPS, 10.3 FEET (3.1 M) FROM THE NORTH WEST CORNER OF THE
 KU4648'PARK STEPS AND 6.2 FEET (1.9 M) FROM THE NORTH EDGE OF THE WOOD
 KU4648'BULKHEAD.
 KU4648
 KU4648                          STATION RECOVERY (1991)
 KU4648
 KU4648'RECOVERED 1991
 KU4648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4666 ***********************************************************************
 KU4666  DESIGNATION -  05E 06N AZ
 KU4666  PID         -  KU4666
 KU4666  STATE/COUNTY-  NY/NASSAU
 KU4666  USGS QUAD   -  LYNBROOK (1969)
 KU4666
 KU4666                         *CURRENT SURVEY CONTROL
 KU4666  ___________________________________________________________________
 KU4666* NAD 83(1996)-  40 38 45.70959(N)    073 41 26.65129(W)     ADJUSTED  
 KU4666* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 KU4666  ___________________________________________________________________
 KU4666  X           -   1,360,937.934 (meters)                     COMP
 KU4666  Y           -  -4,651,253.068 (meters)                     COMP
 KU4666  Z           -   4,132,659.582 (meters)                     COMP
 KU4666  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KU4666  ELLIP HEIGHT-         -27.10  (meters)          (12/03/02) GPS OBS
 KU4666  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU4666
 KU4666  HORZ ORDER  -  FIRST
 KU4666  ELLP ORDER  -  FOURTH    CLASS II
 KU4666
 KU4666.The horizontal coordinates were established by GPS observations
 KU4666.and adjusted by the National Geodetic Survey in January 1999..
 KU4666
 KU4666.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4666
 KU4666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4666
 KU4666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4666
 KU4666.The ellipsoidal height was determined by GPS observations
 KU4666.and is referenced to NAD 83.
 KU4666
 KU4666.The geoid height was determined by GEOID03.
 KU4666
 KU4666;                    North         East     Units Scale Factor Converg.
 KU4666;SPC NY L     -    53,277.375   326,158.625   MT  1.00000121   +0 12 08.2
 KU4666;SPC NY L     -   174,794.19  1,070,072.09   sFT  1.00000121   +0 12 08.2
 KU4666;UTM  18      - 4,500,288.238   610,699.511   MT  0.99975084   +0 51 10.5
 KU4666
 KU4666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4666!SPC NY L     -   1.00000425  x   1.00000121  =   1.00000546
 KU4666!UTM  18      -   1.00000425  x   0.99975084  =   0.99975509
 KU4666
 KU4666|---------------------------------------------------------------------|
 KU4666| PID    Reference Object                     Distance      Geod. Az  |
 KU4666|                                                           dddmmss.s |
 KU4666| KU4648 05E 06N                             326.493 METERS 13815     |
 KU4666|---------------------------------------------------------------------|
 KU4666
 KU4666                          SUPERSEDED SURVEY CONTROL
 KU4666
 KU4666  ELLIP H (09/01/99)  -27.10   (m)                       GP(       ) 4 1
 KU4666  NAD 83(1996)-  40 38 45.71313(N)    073 41 26.65012(W) AD(       ) 1
 KU4666  NAD 83(1992)-  40 38 45.71311(N)    073 41 26.65008(W) AD(       ) 1
 KU4666  NAD 83(1986)-  40 38 45.71326(N)    073 41 26.65033(W) AD(       ) 1
 KU4666  NGVD 29 (03/24/92)    5.1    (m)           17.     (f) GPS OBS        
 KU4666
 KU4666.Superseded values are not recommended for survey control.
 KU4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4666.See file dsdata.txt to determine how the superseded data were derived.
 KU4666
 KU4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1070000288(NAD 83)
 KU4666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4666_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4666_STAMPING: 05E06NAZ
 KU4666_MARK LOGO: NYDPW 
 KU4666_PROJECTION: RECESSED 8 CENTIMETERS
 KU4666_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4666+STABILITY: POSITION/ELEVATION WELL
 KU4666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4666+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4666_ROD/PIPE-DEPTH: 20.6 meters
 KU4666_SLEEVE-DEPTH  : 1.52 meters
 KU4666
 KU4666  HISTORY     - Date     Condition        Report By
 KU4666  HISTORY     - 1990     MONUMENTED       SBAS
 KU4666  HISTORY     - 19910305 GOOD
 KU4666
 KU4666                          STATION DESCRIPTION
 KU4666
 KU4666'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4666'THE POINT IS LOCATED IN HEWLETT, TOWN OF HEMPSTEAD, 163 FEET (49.7 M)
 KU4666'SOUTH OF THE CENTERLINE OF BROADWAY AND 347 FEET (105.8 M) WEST OF THE
 KU4666'CENTERLINE OF SHERIDAN AVENUE,IN GRANT PARK IN THE WESTERLY ASPHALT
 KU4666'PATH BETWEEN THE HORSESHOE PITS AND THE ONE STOREY BRICK BUILDING.
 KU4666'THE LOCATION TIES ARE 5.9 FEET (1.8 M) FROM THE NORTH EAST CORNER OF
 KU4666'THE METAL UTILITY CASTING, 78.7 FEET (24.0 M) FROM THE SOUTH EAST
 KU4666'CORNER OF THE BRICK BUILDING AND 30.7 FEET (9.4 M) FROM THE 10 INCH
 KU4666'TREE.
 KU4666
 KU4666                          STATION RECOVERY (1991)
 KU4666
 KU4666'RECOVERED 1991
 KU4666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4649 ***********************************************************************
 KU4649  DESIGNATION -  05E 07N
 KU4649  PID         -  KU4649
 KU4649  STATE/COUNTY-  NY/NASSAU
 KU4649  USGS QUAD   -  LYNBROOK (1969)
 KU4649
 KU4649                         *CURRENT SURVEY CONTROL
 KU4649  ___________________________________________________________________
 KU4649* NAD 83(1996)-  40 39 25.64874(N)    073 41 10.23275(W)     ADJUSTED  
 KU4649* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 KU4649  ___________________________________________________________________
 KU4649  X           -   1,361,083.081 (meters)                     COMP
 KU4649  Y           -  -4,650,375.681 (meters)                     COMP
 KU4649  Z           -   4,133,595.357 (meters)                     COMP
 KU4649  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KU4649  ELLIP HEIGHT-         -25.42  (meters)          (12/03/02) GPS OBS
 KU4649  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU4649
 KU4649  HORZ ORDER  -  FIRST
 KU4649  ELLP ORDER  -  FOURTH    CLASS II
 KU4649
 KU4649.The horizontal coordinates were established by GPS observations
 KU4649.and adjusted by the National Geodetic Survey in January 1999..
 KU4649
 KU4649.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4649
 KU4649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4649
 KU4649.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4649
 KU4649.The ellipsoidal height was determined by GPS observations
 KU4649.and is referenced to NAD 83.
 KU4649
 KU4649.The geoid height was determined by GEOID03.
 KU4649
 KU4649;                    North         East     Units Scale Factor Converg.
 KU4649;SPC NY L     -    54,510.721   326,539.971   MT  1.00000054   +0 12 19.0
 KU4649;SPC NY L     -   178,840.59  1,071,323.22   sFT  1.00000054   +0 12 19.0
 KU4649;UTM  18      - 4,501,525.526   611,066.733   MT  0.99975184   +0 51 21.9
 KU4649
 KU4649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4649!SPC NY L     -   1.00000399  x   1.00000054  =   1.00000453
 KU4649!UTM  18      -   1.00000399  x   0.99975184  =   0.99975583
 KU4649
 KU4649|---------------------------------------------------------------------|
 KU4649| PID    Reference Object                     Distance      Geod. Az  |
 KU4649|                                                           dddmmss.s |
 KU4649| KU4667 05E 07N AZ                          311.970 METERS 09903     |
 KU4649|---------------------------------------------------------------------|
 KU4649
 KU4649                          SUPERSEDED SURVEY CONTROL
 KU4649
 KU4649  ELLIP H (09/01/99)  -25.42   (m)                       GP(       ) 4 1
 KU4649  NAD 83(1996)-  40 39 25.65217(N)    073 41 10.23151(W) AD(       ) 1
 KU4649  NAD 83(1992)-  40 39 25.65213(N)    073 41 10.23143(W) AD(       ) 1
 KU4649  NAD 83(1986)-  40 39 25.65231(N)    073 41 10.23205(W) AD(       ) 1
 KU4649  NGVD 29 (03/24/92)    6.7    (m)           22.     (f) GPS OBS        
 KU4649
 KU4649.Superseded values are not recommended for survey control.
 KU4649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4649.See file dsdata.txt to determine how the superseded data were derived.
 KU4649
 KU4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1106701526(NAD 83)
 KU4649_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4649_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4649_STAMPING: 05E07N
 KU4649_MARK LOGO: NYDPW 
 KU4649_PROJECTION: RECESSED 8 CENTIMETERS
 KU4649_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4649+STABILITY: POSITION/ELEVATION WELL
 KU4649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4649+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4649_ROD/PIPE-DEPTH: 20.6 meters
 KU4649_SLEEVE-DEPTH  : 1.52 meters
 KU4649
 KU4649  HISTORY     - Date     Condition        Report By
 KU4649  HISTORY     - 1990     MONUMENTED       SBAS
 KU4649  HISTORY     - 19910305 GOOD
 KU4649
 KU4649                          STATION DESCRIPTION
 KU4649
 KU4649'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4649'THE POINT IS LOCATED IN LYNBROOK, TOWN OF HEMPSTEAD, 27 FEET (8.2 M)
 KU4649'NORTH OF THE CENTERLINE OF THE EASTBOUND SUNRISE HIGHWAY AND 15 FEET
 KU4649'(4.6 M) EAST OF THE CENTERLINE OF ROGERS AVENUE EXTENDED,IN THE GRASS
 KU4649'MEDIAN.
 KU4649'THE LOCATION TIES ARE 8.3 FEET (2.5 M) FROM THE BASE OF THE ONE WAY
 KU4649'SIGN, 21.7 FEET (6.6 M) FROM THE CENTER OF THE SMALL SHRUB LIKE TREE
 KU4649'AND 50.3 FEET (15.3 M) FROM THE CENTER OF THE GUY POLE FOR THE
 KU4649'TRAFFIC LIGHTS.
 KU4649
 KU4649                          STATION RECOVERY (1991)
 KU4649
 KU4649'RECOVERED 1991
 KU4649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4667 ***********************************************************************
 KU4667  DESIGNATION -  05E 07N AZ
 KU4667  PID         -  KU4667
 KU4667  STATE/COUNTY-  NY/NASSAU
 KU4667  USGS QUAD   -  LYNBROOK (1969)
 KU4667
 KU4667                         *CURRENT SURVEY CONTROL
 KU4667  ___________________________________________________________________
 KU4667* NAD 83(1996)-  40 39 24.05911(N)    073 40 57.11780(W)     ADJUSTED  
 KU4667* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 KU4667  ___________________________________________________________________
 KU4667  X           -   1,361,387.863 (meters)                     COMP
 KU4667  Y           -  -4,650,320.212 (meters)                     COMP
 KU4667  Z           -   4,133,558.537 (meters)                     COMP
 KU4667  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 KU4667  ELLIP HEIGHT-         -24.84  (meters)          (12/03/02) GPS OBS
 KU4667  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU4667
 KU4667  HORZ ORDER  -  FIRST
 KU4667  ELLP ORDER  -  FOURTH    CLASS II
 KU4667
 KU4667.The horizontal coordinates were established by GPS observations
 KU4667.and adjusted by the National Geodetic Survey in January 1999..
 KU4667
 KU4667.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4667
 KU4667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4667
 KU4667.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4667
 KU4667.The ellipsoidal height was determined by GPS observations
 KU4667.and is referenced to NAD 83.
 KU4667
 KU4667.The geoid height was determined by GEOID03.
 KU4667
 KU4667;                    North         East     Units Scale Factor Converg.
 KU4667;SPC NY L     -    54,462.797   326,848.237   MT  1.00000057   +0 12 27.5
 KU4667;SPC NY L     -   178,683.36  1,072,334.59   sFT  1.00000057   +0 12 27.5
 KU4667;UTM  18      - 4,501,481.117   611,375.447   MT  0.99975268   +0 51 30.4
 KU4667
 KU4667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4667!SPC NY L     -   1.00000390  x   1.00000057  =   1.00000447
 KU4667!UTM  18      -   1.00000390  x   0.99975268  =   0.99975658
 KU4667
 KU4667|---------------------------------------------------------------------|
 KU4667| PID    Reference Object                     Distance      Geod. Az  |
 KU4667|                                                           dddmmss.s |
 KU4667| KU4649 05E 07N                             311.970 METERS 27903     |
 KU4667|---------------------------------------------------------------------|
 KU4667
 KU4667                          SUPERSEDED SURVEY CONTROL
 KU4667
 KU4667  ELLIP H (09/01/99)  -24.84   (m)                       GP(       ) 4 1
 KU4667  NAD 83(1996)-  40 39 24.06251(N)    073 40 57.11654(W) AD(       ) 1
 KU4667  NAD 83(1992)-  40 39 24.06245(N)    073 40 57.11645(W) AD(       ) 1
 KU4667  NAD 83(1986)-  40 39 24.06261(N)    073 40 57.11707(W) AD(       ) 1
 KU4667  NGVD 29 (03/24/92)    7.3    (m)           24.     (f) GPS OBS        
 KU4667
 KU4667.Superseded values are not recommended for survey control.
 KU4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4667.See file dsdata.txt to determine how the superseded data were derived.
 KU4667
 KU4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1137501481(NAD 83)
 KU4667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4667_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4667_STAMPING: 05E07NAZ
 KU4667_MARK LOGO: NYDPW 
 KU4667_PROJECTION: RECESSED 8 CENTIMETERS
 KU4667_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4667+STABILITY: POSITION/ELEVATION WELL
 KU4667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4667+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 KU4667_ROD/PIPE-DEPTH: 20.6 meters
 KU4667_SLEEVE-DEPTH  : 1.52 meters
 KU4667
 KU4667  HISTORY     - Date     Condition        Report By
 KU4667  HISTORY     - 1990     MONUMENTED       SBAS
 KU4667  HISTORY     - 19910129 GOOD
 KU4667
 KU4667                          STATION DESCRIPTION
 KU4667
 KU4667'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4667'THE POINT IS LOCATED IN LYNBROOK, TOWN OF HEMPSTEAD, 27 FEET (8.2 M)
 KU4667'NORTH OF THE CENTERLINE OF THE EASTBOUND SUNRISE HIGHWAY AND 54 FEET
 KU4667'(16.5 M) WEST OF THE CENTERLINE OF NORMAN STREET,IN THE GRASS MEDIAN.
 KU4667'THE LOCATION TIES ARE 43.0 FEET (13.1 M) FROM THE CENTER OF THE DWS
 KU4667'MANHOLE, 23.3 FEET (7.1 M) FROM THE CENTER OF THE 5 INCH TREE AND
 KU4667'59.0 FEET (18.0 M) FROM THE WEST POST OF THE ONE WAY ARROW SIGN.
 KU4667
 KU4667                          STATION RECOVERY (1991)
 KU4667
 KU4667'RECOVERED 1991
 KU4667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4650 ***********************************************************************
 KU4650  DESIGNATION -  05E 08N
 KU4650  PID         -  KU4650
 KU4650  STATE/COUNTY-  NY/NASSAU
 KU4650  USGS QUAD   -  LYNBROOK (1969)
 KU4650
 KU4650                         *CURRENT SURVEY CONTROL
 KU4650  ___________________________________________________________________
 KU4650* NAD 83(1996)-  40 40 13.59872(N)    073 41 15.56489(W)     ADJUSTED  
 KU4650* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 KU4650  ___________________________________________________________________
 KU4650  X           -   1,360,692.476 (meters)                     COMP
 KU4650  Y           -  -4,649,486.948 (meters)                     COMP
 KU4650  Z           -   4,134,718.282 (meters)                     COMP
 KU4650  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 KU4650  ELLIP HEIGHT-         -23.93  (meters)          (12/03/02) GPS OBS
 KU4650  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU4650
 KU4650  HORZ ORDER  -  FIRST
 KU4650  ELLP ORDER  -  FOURTH    CLASS II
 KU4650
 KU4650.The horizontal coordinates were established by GPS observations
 KU4650.and adjusted by the National Geodetic Survey in January 1999..
 KU4650
 KU4650.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4650
 KU4650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4650
 KU4650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4650
 KU4650.The ellipsoidal height was determined by GPS observations
 KU4650.and is referenced to NAD 83.
 KU4650
 KU4650.The geoid height was determined by GEOID03.
 KU4650
 KU4650;                    North         East     Units Scale Factor Converg.
 KU4650;SPC NY L     -    55,989.353   326,409.437   MT  0.99999979   +0 12 15.5
 KU4650;SPC NY L     -   183,691.74  1,070,894.96   sFT  0.99999979   +0 12 15.5
 KU4650;UTM  18      - 4,503,002.213   610,919.446   MT  0.99975143   +0 51 19.3
 KU4650
 KU4650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4650!SPC NY L     -   1.00000375  x   0.99999979  =   1.00000354
 KU4650!UTM  18      -   1.00000375  x   0.99975143  =   0.99975518
 KU4650
 KU4650:                Primary Azimuth Mark                     Grid Az
 KU4650:SPC NY L     -  05E 08N AZ                               025 30 47.8
 KU4650:UTM  18      -  05E 08N AZ                               024 51 44.0
 KU4650
 KU4650|---------------------------------------------------------------------|
 KU4650| PID    Reference Object                     Distance      Geod. Az  |
 KU4650|                                                           dddmmss.s |
 KU4650| KU4668 05E 08N AZ                          458.792 METERS 0254303.3 |
 KU4650|---------------------------------------------------------------------|
 KU4650
 KU4650                          SUPERSEDED SURVEY CONTROL
 KU4650
 KU4650  ELLIP H (09/01/99)  -23.93   (m)                       GP(       ) 4 1
 KU4650  NAD 83(1996)-  40 40 13.60210(N)    073 41 15.56369(W) AD(       ) 1
 KU4650  NAD 83(1992)-  40 40 13.60204(N)    073 41 15.56359(W) AD(       ) 1
 KU4650  NAD 83(1986)-  40 40 13.60228(N)    073 41 15.56431(W) AD(       ) 1
 KU4650  NGVD 29 (03/24/92)    8.2    (m)           27.     (f) GPS OBS        
 KU4650
 KU4650.Superseded values are not recommended for survey control.
 KU4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4650.See file dsdata.txt to determine how the superseded data were derived.
 KU4650
 KU4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1091903002(NAD 83)
 KU4650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4650_STAMPING: 05E08N
 KU4650_MARK LOGO: NYDPW 
 KU4650_PROJECTION: RECESSED 8 CENTIMETERS
 KU4650_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4650+STABILITY: POSITION/ELEVATION WELL
 KU4650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4650+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4650_ROD/PIPE-DEPTH: 20.6 meters
 KU4650_SLEEVE-DEPTH  : 1.52 meters
 KU4650
 KU4650  HISTORY     - Date     Condition        Report By
 KU4650  HISTORY     - 1990     MONUMENTED       SBAS
 KU4650  HISTORY     - 19910305 GOOD
 KU4650
 KU4650                          STATION DESCRIPTION
 KU4650
 KU4650'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4650'THE POINT IS LOCATED IN MALVERNE, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4650'WEST OF THE CENTERLINE OF EMERSON PLACE AND 121 FEET (36.9 M) SOUTH OF
 KU4650'THE CENTERLINE OF MOTLEY STREET,IN THE ASPHALT STRIP BETWEEN THE CURB
 KU4650'AND SIDEWALK.
 KU4650'THE LOCATION TIES ARE 70.7 FEET (21.5 M) FROM THE UTILITY POLE ON THE
 KU4650'WEST SIDE OF EMERSON PLACE, 94.7 FEET (28.9 M) FROM THE HYDRANT ON
 KU4650'THE EAST SIDE OF EMERSON PLACE AND 37.7 FEET (11.5 M) FROM UTILITY
 KU4650'POLE NUMBER 4 ON THE EAST SIDE OF EMERSON PLACE.
 KU4650
 KU4650                          STATION RECOVERY (1991)
 KU4650
 KU4650'RECOVERED 1991
 KU4650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4668 ***********************************************************************
 KU4668  DESIGNATION -  05E 08N AZ
 KU4668  PID         -  KU4668
 KU4668  STATE/COUNTY-  NY/NASSAU
 KU4668  USGS QUAD   -  LYNBROOK (1969)
 KU4668
 KU4668                         *CURRENT SURVEY CONTROL
 KU4668  ___________________________________________________________________
 KU4668* NAD 83(1996)-  40 40 26.99870(N)    073 41 07.08794(W)     ADJUSTED  
 KU4668* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 KU4668  ___________________________________________________________________
 KU4668  X           -   1,360,808.157 (meters)                     COMP
 KU4668  Y           -  -4,649,173.422 (meters)                     COMP
 KU4668  Z           -   4,135,032.621 (meters)                     COMP
 KU4668  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 KU4668  ELLIP HEIGHT-         -22.64  (meters)          (12/03/02) GPS OBS
 KU4668  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU4668
 KU4668  HORZ ORDER  -  FIRST
 KU4668  ELLP ORDER  -  FOURTH    CLASS II
 KU4668
 KU4668.The horizontal coordinates were established by GPS observations
 KU4668.and adjusted by the National Geodetic Survey in January 1999..
 KU4668
 KU4668.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4668
 KU4668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4668
 KU4668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4668
 KU4668.The ellipsoidal height was determined by GPS observations
 KU4668.and is referenced to NAD 83.
 KU4668
 KU4668.The geoid height was determined by GEOID03.
 KU4668
 KU4668;                    North         East     Units Scale Factor Converg.
 KU4668;SPC NY L     -    56,403.406   326,607.048   MT  0.99999959   +0 12 21.0
 KU4668;SPC NY L     -   185,050.17  1,071,543.29   sFT  0.99999959   +0 12 21.0
 KU4668;UTM  18      - 4,503,418.381   611,112.291   MT  0.99975196   +0 51 25.0
 KU4668
 KU4668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4668!SPC NY L     -   1.00000355  x   0.99999959  =   1.00000314
 KU4668!UTM  18      -   1.00000355  x   0.99975196  =   0.99975551
 KU4668
 KU4668:                Primary Azimuth Mark                     Grid Az
 KU4668:SPC NY L     -  05E 08N                                  205 30 47.9
 KU4668:UTM  18      -  05E 08N                                  204 51 43.9
 KU4668
 KU4668|---------------------------------------------------------------------|
 KU4668| PID    Reference Object                     Distance      Geod. Az  |
 KU4668|                                                           dddmmss.s |
 KU4668| KU4650 05E 08N                             458.792 METERS 2054308.9 |
 KU4668|---------------------------------------------------------------------|
 KU4668
 KU4668                          SUPERSEDED SURVEY CONTROL
 KU4668
 KU4668  ELLIP H (09/01/99)  -22.64   (m)                       GP(       ) 4 1
 KU4668  NAD 83(1996)-  40 40 27.00208(N)    073 41 07.08675(W) AD(       ) 1
 KU4668  NAD 83(1992)-  40 40 27.00202(N)    073 41 07.08665(W) AD(       ) 1
 KU4668  NAD 83(1986)-  40 40 27.00223(N)    073 41 07.08738(W) AD(       ) 1
 KU4668  NGVD 29 (03/24/92)    9.4    (m)           31.     (f) GPS OBS        
 KU4668
 KU4668.Superseded values are not recommended for survey control.
 KU4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4668.See file dsdata.txt to determine how the superseded data were derived.
 KU4668
 KU4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1111203418(NAD 83)
 KU4668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4668_STAMPING: 05E08NAZ
 KU4668_MARK LOGO: NYDPW 
 KU4668_PROJECTION: RECESSED 8 CENTIMETERS
 KU4668_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4668+STABILITY: POSITION/ELEVATION WELL
 KU4668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4668+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 KU4668_ROD/PIPE-DEPTH: 20.6 meters
 KU4668_SLEEVE-DEPTH  : 1.52 meters
 KU4668
 KU4668  HISTORY     - Date     Condition        Report By
 KU4668  HISTORY     - 1990     MONUMENTED       SBAS
 KU4668  HISTORY     - 19910313 GOOD
 KU4668
 KU4668                          STATION DESCRIPTION
 KU4668
 KU4668'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4668'THE POINT IS LOCATED IN MALVERNE, TOWN OF HEMPSTEAD, 65 FEET (19.8 M)
 KU4668'SOUTH OF THE CENTERLINE OF ZERMEK STREET AND 18 FEET (5.5 M) EAST OF
 KU4668'THE CENTERLINE OF EMERSON STREET,IN THE GRASS AREA ADJACENT TO THE
 KU4668'CURB.
 KU4668'THE LOCATION TIES ARE 83.0 FEET (25.3 M) FROM THE HYDRANT, 31.7 FEET
 KU4668'(9.7 M) FROM THE SOUTH WEST CORNER OF THE 2 STOREY FRAME HOUSE NUMBER
 KU4668'339 AND 22.6 FEET (6.9 M) FROM THE NEW YORK TELEPHONE UTILITY POLE
 KU4668'NUMBER 318.
 KU4668
 KU4668                          STATION RECOVERY (1991)
 KU4668
 KU4668'RECOVERED 1991
 KU4668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4651 ***********************************************************************
 KU4651  DESIGNATION -  05E 09N
 KU4651  PID         -  KU4651
 KU4651  STATE/COUNTY-  NY/NASSAU
 KU4651  USGS QUAD   -  LYNBROOK (1969)
 KU4651
 KU4651                         *CURRENT SURVEY CONTROL
 KU4651  ___________________________________________________________________
 KU4651* NAD 83(1996)-  40 41 02.64384(N)    073 41 16.47239(W)     ADJUSTED  
 KU4651* NAVD 88     -         9.8    (meters)      32.     (feet)  VERTCON   
 KU4651  ___________________________________________________________________
 KU4651  X           -   1,360,395.496 (meters)                     COMP
 KU4651  Y           -  -4,648,548.037 (meters)                     COMP
 KU4651  Z           -   4,135,866.967 (meters)                     COMP
 KU4651  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 KU4651  ELLIP HEIGHT-         -21.88  (meters)          (12/03/02) GPS OBS
 KU4651  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4651
 KU4651  HORZ ORDER  -  FIRST
 KU4651  ELLP ORDER  -  FOURTH    CLASS II
 KU4651
 KU4651.The horizontal coordinates were established by GPS observations
 KU4651.and adjusted by the National Geodetic Survey in January 1999..
 KU4651
 KU4651.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4651
 KU4651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4651
 KU4651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4651
 KU4651.The ellipsoidal height was determined by GPS observations
 KU4651.and is referenced to NAD 83.
 KU4651
 KU4651.The geoid height was determined by GEOID03.
 KU4651
 KU4651;                    North         East     Units Scale Factor Converg.
 KU4651;SPC NY L     -    57,502.141   326,382.733   MT  0.99999908   +0 12 14.9
 KU4651;SPC NY L     -   188,654.94  1,070,807.35   sFT  0.99999908   +0 12 14.9
 KU4651;UTM  18      - 4,504,514.224   610,875.562   MT  0.99975131   +0 51 19.5
 KU4651
 KU4651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4651!SPC NY L     -   1.00000343  x   0.99999908  =   1.00000251
 KU4651!UTM  18      -   1.00000343  x   0.99975131  =   0.99975474
 KU4651
 KU4651:                Primary Azimuth Mark                     Grid Az
 KU4651:SPC NY L     -  05E 09N AZ                               007 15 08.7
 KU4651:UTM  18      -  05E 09N AZ                               006 36 04.1
 KU4651
 KU4651|---------------------------------------------------------------------|
 KU4651| PID    Reference Object                     Distance      Geod. Az  |
 KU4651|                                                           dddmmss.s |
 KU4651| KU4669 05E 09N AZ                          422.314 METERS 0072723.6 |
 KU4651|---------------------------------------------------------------------|
 KU4651
 KU4651                          SUPERSEDED SURVEY CONTROL
 KU4651
 KU4651  ELLIP H (09/01/99)  -21.88   (m)                       GP(       ) 4 1
 KU4651  NAD 83(1996)-  40 41 02.64709(N)    073 41 16.47120(W) AD(       ) 1
 KU4651  NAD 83(1992)-  40 41 02.64700(N)    073 41 16.47105(W) AD(       ) 1
 KU4651  NAD 83(1986)-  40 41 02.64700(N)    073 41 16.47204(W) AD(       ) 1
 KU4651  NGVD 29 (03/24/92)   10.2    (m)           33.     (f) GPS OBS        
 KU4651
 KU4651.Superseded values are not recommended for survey control.
 KU4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4651.See file dsdata.txt to determine how the superseded data were derived.
 KU4651
 KU4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1087604514(NAD 83)
 KU4651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4651_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4651_STAMPING: 05E09N
 KU4651_MARK LOGO: NYDPW 
 KU4651_PROJECTION: RECESSED 8 CENTIMETERS
 KU4651_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4651+STABILITY: POSITION/ELEVATION WELL
 KU4651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4651+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 KU4651_ROD/PIPE-DEPTH: 20.6 meters
 KU4651_SLEEVE-DEPTH  : 1.52 meters
 KU4651
 KU4651  HISTORY     - Date     Condition        Report By
 KU4651  HISTORY     - 1990     MONUMENTED       SBAS
 KU4651  HISTORY     - 19910116 GOOD
 KU4651
 KU4651                          STATION DESCRIPTION
 KU4651
 KU4651'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4651'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 29 FEET
 KU4651'(8.8 M) EAST OF THE CENTERLINE OF CORONA AVENUE AND 332 FEET
 KU4651'(101.2 M) SOUTH OF THE CENTERLINE OF DUTCH BROADWAY,IN THE CONCRETE
 KU4651'SIDEWALK.
 KU4651'THE LOCATION TIES ARE 35.8 FEET (10.9 M) FROM THE CENTER OF THE
 KU4651'HYDRANT, 46.0 FEET (14.0 M) FROM THE END OF THE GUIDE RAIL AND 43.9
 KU4651'FEET (13.4 M) FROM THE CENTER OF THE MANHOLE.
 KU4651
 KU4651                          STATION RECOVERY (1991)
 KU4651
 KU4651'RECOVERED 1991
 KU4651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4669 ***********************************************************************
 KU4669  DESIGNATION -  05E 09N AZ
 KU4669  PID         -  KU4669
 KU4669  STATE/COUNTY-  NY/NASSAU
 KU4669  USGS QUAD   -  LYNBROOK (1969)
 KU4669
 KU4669                         *CURRENT SURVEY CONTROL
 KU4669  ___________________________________________________________________
 KU4669* NAD 83(1996)-  40 41 16.21883(N)    073 41 14.13833(W)     ADJUSTED  
 KU4669* NAVD 88     -         9.8    (meters)      32.     (feet)  VERTCON   
 KU4669  ___________________________________________________________________
 KU4669  X           -   1,360,371.412 (meters)                     COMP
 KU4669  Y           -  -4,648,270.613 (meters)                     COMP
 KU4669  Z           -   4,136,184.464 (meters)                     COMP
 KU4669  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 KU4669  ELLIP HEIGHT-         -21.93  (meters)          (12/03/02) GPS OBS
 KU4669  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU4669
 KU4669  HORZ ORDER  -  FIRST
 KU4669  ELLP ORDER  -  FOURTH    CLASS II
 KU4669
 KU4669.The horizontal coordinates were established by GPS observations
 KU4669.and adjusted by the National Geodetic Survey in January 1999..
 KU4669
 KU4669.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4669
 KU4669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4669
 KU4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4669
 KU4669.The ellipsoidal height was determined by GPS observations
 KU4669.and is referenced to NAD 83.
 KU4669
 KU4669.The geoid height was determined by GEOID03.
 KU4669
 KU4669;                    North         East     Units Scale Factor Converg.
 KU4669;SPC NY L     -    57,921.076   326,436.046   MT  0.99999889   +0 12 16.4
 KU4669;SPC NY L     -   190,029.40  1,070,982.26   sFT  0.99999889   +0 12 16.4
 KU4669;UTM  18      - 4,504,933.634   610,924.097   MT  0.99975145   +0 51 21.3
 KU4669
 KU4669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4669!SPC NY L     -   1.00000344  x   0.99999889  =   1.00000233
 KU4669!UTM  18      -   1.00000344  x   0.99975145  =   0.99975489
 KU4669
 KU4669:                Primary Azimuth Mark                     Grid Az
 KU4669:SPC NY L     -  05E 09N                                  187 15 08.7
 KU4669:UTM  18      -  05E 09N                                  186 36 03.8
 KU4669
 KU4669|---------------------------------------------------------------------|
 KU4669| PID    Reference Object                     Distance      Geod. Az  |
 KU4669|                                                           dddmmss.s |
 KU4669| KU4651 05E 09N                             422.314 METERS 1872725.1 |
 KU4669|---------------------------------------------------------------------|
 KU4669
 KU4669                          SUPERSEDED SURVEY CONTROL
 KU4669
 KU4669  ELLIP H (09/01/99)  -21.93   (m)                       GP(       ) 4 1
 KU4669  NAD 83(1996)-  40 41 16.22208(N)    073 41 14.13714(W) AD(       ) 1
 KU4669  NAD 83(1992)-  40 41 16.22200(N)    073 41 14.13699(W) AD(       ) 1
 KU4669  NAD 83(1986)-  40 41 16.22205(N)    073 41 14.13802(W) AD(       ) 1
 KU4669  NGVD 29 (03/24/92)   10.1    (m)           33.     (f) GPS OBS        
 KU4669
 KU4669.Superseded values are not recommended for survey control.
 KU4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4669.See file dsdata.txt to determine how the superseded data were derived.
 KU4669
 KU4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1092404934(NAD 83)
 KU4669_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4669_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4669_STAMPING: 05E09NAZ
 KU4669_MARK LOGO: NYDPW 
 KU4669_PROJECTION: RECESSED 8 CENTIMETERS
 KU4669_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4669+STABILITY: POSITION/ELEVATION WELL
 KU4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4669+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1991
 KU4669_ROD/PIPE-DEPTH: 20.6 meters
 KU4669_SLEEVE-DEPTH  : 1.52 meters
 KU4669
 KU4669  HISTORY     - Date     Condition        Report By
 KU4669  HISTORY     - 1990     MONUMENTED       SBAS
 KU4669  HISTORY     - 19910501 GOOD
 KU4669
 KU4669                          STATION DESCRIPTION
 KU4669
 KU4669'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4669'THE POINT IS LOCATED IN VALLEY STREAM, TOWN OF HEMPSTEAD, 39 FEET
 KU4669'(11.9 M) NORTH WEST OF THE CENTERLINE OF CORONA AVENUE AND 288 FEET
 KU4669'(87.8 M) WEST OF THE CENTERLINE OF FRANKLIN AVENUE,IN THE CONCRETE
 KU4669'SIDEWALK.
 KU4669'THE LOCATION TIES ARE 28.4 FEET (8.7 M) FROM THE CORNER OF THE
 KU4669'WOOD/CHAIN LINK FENCE, 59.6 FEET (18.2 M) FROM THE LONG ISLAND
 KU4669'LIGHTING COMPANY UTILITY POLE NUMBER 98 AND 57.8 FEET (17.6 M) FROM
 KU4669'THE CENTER OF THE SEWER MANHOLE.
 KU4669
 KU4669                          STATION RECOVERY (1991)
 KU4669
 KU4669'RECOVERED 1991
 KU4669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4652 ***********************************************************************
 KU4652  DESIGNATION -  05E 10N
 KU4652  PID         -  KU4652
 KU4652  STATE/COUNTY-  NY/NASSAU
 KU4652  USGS QUAD   -  LYNBROOK (1969)
 KU4652
 KU4652                         *CURRENT SURVEY CONTROL
 KU4652  ___________________________________________________________________
 KU4652* NAD 83(1996)-  40 42 04.85289(N)    073 41 18.53241(W)     ADJUSTED  
 KU4652* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 KU4652  ___________________________________________________________________
 KU4652  X           -   1,359,999.503 (meters)                     COMP
 KU4652  Y           -  -4,647,367.092 (meters)                     COMP
 KU4652  Z           -   4,137,327.545 (meters)                     COMP
 KU4652  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KU4652  ELLIP HEIGHT-         -13.28  (meters)          (12/03/02) GPS OBS
 KU4652  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU4652
 KU4652  HORZ ORDER  -  FIRST
 KU4652  ELLP ORDER  -  FOURTH    CLASS II
 KU4652
 KU4652.The horizontal coordinates were established by GPS observations
 KU4652.and adjusted by the National Geodetic Survey in January 1999..
 KU4652
 KU4652.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4652
 KU4652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4652
 KU4652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4652
 KU4652.The ellipsoidal height was determined by GPS observations
 KU4652.and is referenced to NAD 83.
 KU4652
 KU4652.The geoid height was determined by GEOID03.
 KU4652
 KU4652;                    North         East     Units Scale Factor Converg.
 KU4652;SPC NY L     -    59,420.895   326,327.535   MT  0.99999825   +0 12 13.5
 KU4652;SPC NY L     -   194,950.05  1,070,626.25   sFT  0.99999825   +0 12 13.5
 KU4652;UTM  18      - 4,506,431.752   610,798.571   MT  0.99975110   +0 51 19.3
 KU4652
 KU4652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4652!SPC NY L     -   1.00000208  x   0.99999825  =   1.00000033
 KU4652!UTM  18      -   1.00000208  x   0.99975110  =   0.99975318
 KU4652
 KU4652:                Primary Azimuth Mark                     Grid Az
 KU4652:SPC NY L     -  05E 10N AZ                               187 25 28.4
 KU4652:UTM  18      -  05E 10N AZ                               186 46 22.6
 KU4652
 KU4652|---------------------------------------------------------------------|
 KU4652| PID    Reference Object                     Distance      Geod. Az  |
 KU4652|                                                           dddmmss.s |
 KU4652| KU4670 05E 10N AZ                          411.077 METERS 1873741.9 |
 KU4652|---------------------------------------------------------------------|
 KU4652
 KU4652                          SUPERSEDED SURVEY CONTROL
 KU4652
 KU4652  ELLIP H (09/01/99)  -13.28   (m)                       GP(       ) 4 1
 KU4652  NAD 83(1996)-  40 42 04.85614(N)    073 41 18.53123(W) AD(       ) 1
 KU4652  NAD 83(1992)-  40 42 04.85606(N)    073 41 18.53108(W) AD(       ) 1
 KU4652  NAD 83(1986)-  40 42 04.85620(N)    073 41 18.53215(W) AD(       ) 1
 KU4652  NGVD 29 (03/24/92)   18.7    (m)           61.     (f) GPS OBS        
 KU4652
 KU4652.Superseded values are not recommended for survey control.
 KU4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4652.See file dsdata.txt to determine how the superseded data were derived.
 KU4652
 KU4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1079906432(NAD 83)
 KU4652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4652_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4652_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4652_STAMPING: 05E10N
 KU4652_MARK LOGO: NYDPW 
 KU4652_PROJECTION: RECESSED 8 CENTIMETERS
 KU4652_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4652+STABILITY: POSITION/ELEVATION WELL
 KU4652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4652+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 KU4652_ROD/PIPE-DEPTH: 20.6 meters
 KU4652_SLEEVE-DEPTH  : 1.52 meters
 KU4652
 KU4652  HISTORY     - Date     Condition        Report By
 KU4652  HISTORY     - 1989     MONUMENTED       SBAS
 KU4652  HISTORY     - 19910116 GOOD
 KU4652
 KU4652                          STATION DESCRIPTION
 KU4652
 KU4652'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4652'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4652'EAST OF THE CENTERLINE OF EVANS AVENUE AND 51 FEET (15.5 M) NORTH OF
 KU4652'THE CENTERLINE OF TRIBUNE AVENUE,IN THE CONCRETE SIDEWALK.
 KU4652'THE LOCATION TIES ARE 58.8 FEET (17.9 M) FROM THE SEWER MANHOLE, 52.2
 KU4652'FEET (15.9 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 24S,
 KU4652'50.5 FEET (15.4 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 25
 KU4652'AND 1.8 FEET (0.5 M) FROM THE FACE OF THE CURB.
 KU4652
 KU4652                          STATION RECOVERY (1991)
 KU4652
 KU4652'RECOVERED 1991
 KU4652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4670 ***********************************************************************
 KU4670  DESIGNATION -  05E 10N AZ
 KU4670  PID         -  KU4670
 KU4670  STATE/COUNTY-  NY/NASSAU
 KU4670  USGS QUAD   -  LYNBROOK (1969)
 KU4670
 KU4670                         *CURRENT SURVEY CONTROL
 KU4670  ___________________________________________________________________
 KU4670* NAD 83(1996)-  40 41 51.64436(N)    073 41 20.85673(W)     ADJUSTED  
 KU4670* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 KU4670  ___________________________________________________________________
 KU4670  X           -   1,360,021.139 (meters)                     COMP
 KU4670  Y           -  -4,647,635.315 (meters)                     COMP
 KU4670  Z           -   4,137,016.771 (meters)                     COMP
 KU4670  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KU4670  ELLIP HEIGHT-         -16.16  (meters)          (12/03/02) GPS OBS
 KU4670  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4670
 KU4670  HORZ ORDER  -  FIRST
 KU4670  ELLP ORDER  -  FOURTH    CLASS II
 KU4670
 KU4670.The horizontal coordinates were established by GPS observations
 KU4670.and adjusted by the National Geodetic Survey in January 1999..
 KU4670
 KU4670.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4670
 KU4670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4670
 KU4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4670
 KU4670.The ellipsoidal height was determined by GPS observations
 KU4670.and is referenced to NAD 83.
 KU4670
 KU4670.The geoid height was determined by GEOID03.
 KU4670
 KU4670;                    North         East     Units Scale Factor Converg.
 KU4670;SPC NY L     -    59,013.265   326,274.416   MT  0.99999842   +0 12 12.0
 KU4670;SPC NY L     -   193,612.69  1,070,451.98   sFT  0.99999842   +0 12 12.0
 KU4670;UTM  18      - 4,506,023.645   610,750.103   MT  0.99975097   +0 51 17.5
 KU4670
 KU4670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4670!SPC NY L     -   1.00000253  x   0.99999842  =   1.00000095
 KU4670!UTM  18      -   1.00000253  x   0.99975097  =   0.99975350
 KU4670
 KU4670:                Primary Azimuth Mark                     Grid Az
 KU4670:SPC NY L     -  05E 10N                                  007 25 28.4
 KU4670:UTM  18      -  05E 10N                                  006 46 22.9
 KU4670
 KU4670|---------------------------------------------------------------------|
 KU4670| PID    Reference Object                     Distance      Geod. Az  |
 KU4670|                                                           dddmmss.s |
 KU4670| KU4652 05E 10N                             411.077 METERS 0073740.4 |
 KU4670|---------------------------------------------------------------------|
 KU4670
 KU4670                          SUPERSEDED SURVEY CONTROL
 KU4670
 KU4670  ELLIP H (09/01/99)  -16.16   (m)                       GP(       ) 4 1
 KU4670  NAD 83(1996)-  40 41 51.64761(N)    073 41 20.85555(W) AD(       ) 1
 KU4670  NAD 83(1992)-  40 41 51.64753(N)    073 41 20.85540(W) AD(       ) 1
 KU4670  NAD 83(1986)-  40 41 51.64766(N)    073 41 20.85646(W) AD(       ) 1
 KU4670  NGVD 29 (03/24/92)   15.8    (m)           52.     (f) GPS OBS        
 KU4670
 KU4670.Superseded values are not recommended for survey control.
 KU4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4670.See file dsdata.txt to determine how the superseded data were derived.
 KU4670
 KU4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1075006024(NAD 83)
 KU4670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4670_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4670_STAMPING: 05E10NAZ
 KU4670_MARK LOGO: NYDPW 
 KU4670_PROJECTION: RECESSED 8 CENTIMETERS
 KU4670_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4670+STABILITY: POSITION/ELEVATION WELL
 KU4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4670+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 KU4670_ROD/PIPE-DEPTH: 20.6 meters
 KU4670_SLEEVE-DEPTH  : 1.52 meters
 KU4670
 KU4670  HISTORY     - Date     Condition        Report By
 KU4670  HISTORY     - 1989     MONUMENTED       SBAS
 KU4670  HISTORY     - 19910306 GOOD
 KU4670
 KU4670                          STATION DESCRIPTION
 KU4670
 KU4670'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4670'THE POINT IS LOCATED IN ELMONT, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4670'EAST OF THE CENTERLINE OF EVANS AVENUE AND 62 FEET (18.9 M) SOUTH OF
 KU4670'THE CENTERLINE OF NEWS AVENUE,IN THE CONCRETE SIDEWALK.
 KU4670'THE LOCATION TIES ARE 62.8 FEET (19.1 M) FROM THE SEWER MANHOLE, 45.2
 KU4670'FEET (13.8 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 38 AND
 KU4670'85.5 FEET (26.1 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER
 KU4670'37.
 KU4670
 KU4670                          STATION RECOVERY (1991)
 KU4670
 KU4670'RECOVERED 1991
 KU4670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4653 ***********************************************************************
 KU4653  DESIGNATION -  05E 11N
 KU4653  PID         -  KU4653
 KU4653  STATE/COUNTY-  NY/NASSAU
 KU4653  USGS QUAD   -  LYNBROOK (1969)
 KU4653
 KU4653                         *CURRENT SURVEY CONTROL
 KU4653  ___________________________________________________________________
 KU4653* NAD 83(1996)-  40 42 52.98414(N)    073 41 14.70748(W)     ADJUSTED  
 KU4653* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 KU4653  ___________________________________________________________________
 KU4653  X           -   1,359,814.976 (meters)                     COMP
 KU4653  Y           -  -4,646,416.882 (meters)                     COMP
 KU4653  Z           -   4,138,456.904 (meters)                     COMP
 KU4653  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KU4653  ELLIP HEIGHT-          -7.30  (meters)          (12/03/02) GPS OBS
 KU4653  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4653
 KU4653  HORZ ORDER  -  FIRST
 KU4653  ELLP ORDER  -  FOURTH    CLASS II
 KU4653
 KU4653.The horizontal coordinates were established by GPS observations
 KU4653.and adjusted by the National Geodetic Survey in January 1999..
 KU4653
 KU4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4653
 KU4653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4653
 KU4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4653
 KU4653.The ellipsoidal height was determined by GPS observations
 KU4653.and is referenced to NAD 83.
 KU4653
 KU4653.The geoid height was determined by GEOID03.
 KU4653
 KU4653;                    North         East     Units Scale Factor Converg.
 KU4653;SPC NY L     -    60,905.895   326,412.031   MT  0.99999768   +0 12 16.0
 KU4653;SPC NY L     -   199,822.09  1,070,903.47   sFT  0.99999768   +0 12 16.0
 KU4653;UTM  18      - 4,507,917.250   610,866.154   MT  0.99975129   +0 51 22.6
 KU4653
 KU4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4653!SPC NY L     -   1.00000115  x   0.99999768  =   0.99999883
 KU4653!UTM  18      -   1.00000115  x   0.99975129  =   0.99975243
 KU4653
 KU4653|---------------------------------------------------------------------|
 KU4653| PID    Reference Object                     Distance      Geod. Az  |
 KU4653|                                                           dddmmss.s |
 KU4653| KU4671 05E 11N AZ                          337.364 METERS 18546     |
 KU4653|---------------------------------------------------------------------|
 KU4653
 KU4653                          SUPERSEDED SURVEY CONTROL
 KU4653
 KU4653  ELLIP H (09/01/99)   -7.30   (m)                       GP(       ) 4 1
 KU4653  NAD 83(1996)-  40 42 52.98737(N)    073 41 14.70630(W) AD(       ) 1
 KU4653  NAD 83(1992)-  40 42 52.98729(N)    073 41 14.70614(W) AD(       ) 1
 KU4653  NAD 83(1986)-  40 42 52.98744(N)    073 41 14.70718(W) AD(       ) 1
 KU4653  NGVD 29 (03/24/92)   24.6    (m)           81.     (f) GPS OBS        
 KU4653
 KU4653.Superseded values are not recommended for survey control.
 KU4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4653.See file dsdata.txt to determine how the superseded data were derived.
 KU4653
 KU4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1086607917(NAD 83)
 KU4653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4653_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4653_STAMPING: 05E11N
 KU4653_MARK LOGO: NYDPW 
 KU4653_PROJECTION: RECESSED 8 CENTIMETERS
 KU4653_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4653+STABILITY: POSITION/ELEVATION WELL
 KU4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4653+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 KU4653_ROD/PIPE-DEPTH: 20.6 meters
 KU4653_SLEEVE-DEPTH  : 1.52 meters
 KU4653
 KU4653  HISTORY     - Date     Condition        Report By
 KU4653  HISTORY     - 1989     MONUMENTED       SBAS
 KU4653  HISTORY     - 19910116 GOOD
 KU4653
 KU4653                          STATION DESCRIPTION
 KU4653
 KU4653'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4653'THE POINT IS LOCATED IN STEWART MANOR, TOWN OF HEMPSTEAD, 160 FEET
 KU4653'(48.8 M) NORTH OF THE CENTERLINE OF EWELLER AVENUE AND 21 FEET
 KU4653'(6.4 M) EAST OF THE CENTERLINE OF SCHENCK BOULEVARD,IN THE CONCRETE
 KU4653'SIDEWALK.
 KU4653'THE LOCATION TIES ARE 68.3 FEET (20.8 M) FROM THE NEW YORK TELEPHONE
 KU4653'UTILITY POLE NUMBER 7, 81.6 FEET (24.9 M) FROM THE NEW YORK TELEPHONE
 KU4653'UTILITY POLE NUMBER 6, 23.8 FEET (7.3 M) FROM THE SOUTH EAST CORNER
 KU4653'OF HOUSE NUMBER 170 AND 7.1 FEET (2.2 M) FROM THE FACE OF THE CURB.
 KU4653
 KU4653                          STATION RECOVERY (1991)
 KU4653
 KU4653'RECOVERED 1991
 KU4653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4671 ***********************************************************************
 KU4671  DESIGNATION -  05E 11N AZ
 KU4671  PID         -  KU4671
 KU4671  STATE/COUNTY-  NY/NASSAU
 KU4671  USGS QUAD   -  LYNBROOK (1969)
 KU4671
 KU4671                         *CURRENT SURVEY CONTROL
 KU4671  ___________________________________________________________________
 KU4671* NAD 83(1996)-  40 42 42.10286(N)    073 41 16.15346(W)     ADJUSTED  
 KU4671* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 KU4671  ___________________________________________________________________
 KU4671  X           -   1,359,843.526 (meters)                     COMP
 KU4671  Y           -  -4,646,635.272 (meters)                     COMP
 KU4671  Z           -   4,138,201.350 (meters)                     COMP
 KU4671  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 KU4671  ELLIP HEIGHT-          -9.04  (meters)          (12/03/02) GPS OBS
 KU4671  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4671
 KU4671  HORZ ORDER  -  FIRST
 KU4671  ELLP ORDER  -  FOURTH    CLASS II
 KU4671
 KU4671.The horizontal coordinates were established by GPS observations
 KU4671.and adjusted by the National Geodetic Survey in January 1999..
 KU4671
 KU4671.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4671
 KU4671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4671
 KU4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4671
 KU4671.The ellipsoidal height was determined by GPS observations
 KU4671.and is referenced to NAD 83.
 KU4671
 KU4671.The geoid height was determined by GEOID03.
 KU4671
 KU4671;                    North         East     Units Scale Factor Converg.
 KU4671;SPC NY L     -    60,570.124   326,379.288   MT  0.99999780   +0 12 15.1
 KU4671;SPC NY L     -   198,720.48  1,070,796.05   sFT  0.99999780   +0 12 15.1
 KU4671;UTM  18      - 4,507,581.212   610,837.240   MT  0.99975121   +0 51 21.5
 KU4671
 KU4671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4671!SPC NY L     -   1.00000142  x   0.99999780  =   0.99999922
 KU4671!UTM  18      -   1.00000142  x   0.99975121  =   0.99975263
 KU4671
 KU4671|---------------------------------------------------------------------|
 KU4671| PID    Reference Object                     Distance      Geod. Az  |
 KU4671|                                                           dddmmss.s |
 KU4671| KU4653 05E 11N                             337.364 METERS 00546     |
 KU4671|---------------------------------------------------------------------|
 KU4671
 KU4671                          SUPERSEDED SURVEY CONTROL
 KU4671
 KU4671  ELLIP H (09/01/99)   -9.04   (m)                       GP(       ) 4 1
 KU4671  NAD 83(1996)-  40 42 42.10608(N)    073 41 16.15229(W) AD(       ) 1
 KU4671  NAD 83(1992)-  40 42 42.10599(N)    073 41 16.15212(W) AD(       ) 1
 KU4671  NAD 83(1986)-  40 42 42.10616(N)    073 41 16.15317(W) AD(       ) 1
 KU4671  NGVD 29 (03/24/92)   22.9    (m)           75.     (f) GPS OBS        
 KU4671
 KU4671.Superseded values are not recommended for survey control.
 KU4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4671.See file dsdata.txt to determine how the superseded data were derived.
 KU4671
 KU4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1083707581(NAD 83)
 KU4671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4671_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4671_STAMPING: 05E11NAZ
 KU4671_MARK LOGO: NYDPW 
 KU4671_PROJECTION: RECESSED 8 CENTIMETERS
 KU4671_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4671+STABILITY: POSITION/ELEVATION WELL
 KU4671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4671+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4671_ROD/PIPE-DEPTH: 20.6 meters
 KU4671_SLEEVE-DEPTH  : 1.52 meters
 KU4671
 KU4671  HISTORY     - Date     Condition        Report By
 KU4671  HISTORY     - 1989     MONUMENTED       SBAS
 KU4671  HISTORY     - 19910130 GOOD
 KU4671
 KU4671                          STATION DESCRIPTION
 KU4671
 KU4671'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4671'THE POINT IS LOCATED IN STEWART MANOR, TOWN OF HEMPSTEAD, 22 FEET
 KU4671'(6.7 M) SOUTH OF THE CENTERLINE OF AVERILL BOULEVARD PARK SOUTH EXIT
 KU4671'ROAD AND 22 FEET (6.7 M) EAST OF THE CENTERLINE OF SCHENCK
 KU4671'BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4671'THE LOCATION TIES ARE 39.0 FEET (11.9 M) FROM THE HYDRANT, 7.0 FEET
 KU4671'(2.1 M) FROM THE FACE OF THE CURB, 6.9 FEET (2.1 M) FROM THE MANHOLE
 KU4671'CASTING OF THE WESTERLY CATCH BASIN AND 40.4 FEET (12.3 M) FROM THE
 KU4671'MANHOLE CASTING OF THE EASTERLY CATCH BASIN.
 KU4671
 KU4671                          STATION RECOVERY (1991)
 KU4671
 KU4671'RECOVERED 1991
 KU4671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4654 ***********************************************************************
 KU4654  DESIGNATION -  05E 12N
 KU4654  PID         -  KU4654
 KU4654  STATE/COUNTY-  NY/NASSAU
 KU4654  USGS QUAD   -  LYNBROOK (1969)
 KU4654
 KU4654                         *CURRENT SURVEY CONTROL
 KU4654  ___________________________________________________________________
 KU4654* NAD 83(1996)-  40 43 50.97484(N)    073 41 12.14922(W)     ADJUSTED  
 KU4654* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 KU4654  ___________________________________________________________________
 KU4654  X           -   1,359,545.967 (meters)                     COMP
 KU4654  Y           -  -4,645,283.963 (meters)                     COMP
 KU4654  Z           -   4,139,816.193 (meters)                     COMP
 KU4654  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 KU4654  ELLIP HEIGHT-          -1.81  (meters)          (12/03/02) GPS OBS
 KU4654  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU4654
 KU4654  HORZ ORDER  -  FIRST
 KU4654  ELLP ORDER  -  FOURTH    CLASS II
 KU4654
 KU4654.The horizontal coordinates were established by GPS observations
 KU4654.and adjusted by the National Geodetic Survey in January 1999..
 KU4654
 KU4654.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4654
 KU4654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4654
 KU4654.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4654
 KU4654.The ellipsoidal height was determined by GPS observations
 KU4654.and is referenced to NAD 83.
 KU4654
 KU4654.The geoid height was determined by GEOID03.
 KU4654
 KU4654;                    North         East     Units Scale Factor Converg.
 KU4654;SPC NY L     -    62,694.922   326,465.678   MT  0.99999706   +0 12 17.7
 KU4654;SPC NY L     -   205,691.59  1,071,079.48   sFT  0.99999706   +0 12 17.7
 KU4654;UTM  18      - 4,509,706.332   610,899.434   MT  0.99975138   +0 51 25.3
 KU4654
 KU4654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4654!SPC NY L     -   1.00000028  x   0.99999706  =   0.99999734
 KU4654!UTM  18      -   1.00000028  x   0.99975138  =   0.99975166
 KU4654
 KU4654|---------------------------------------------------------------------|
 KU4654| PID    Reference Object                     Distance      Geod. Az  |
 KU4654|                                                           dddmmss.s |
 KU4654| KU4672 05E 12N AZ                          391.404 METERS 25419     |
 KU4654|---------------------------------------------------------------------|
 KU4654
 KU4654                          SUPERSEDED SURVEY CONTROL
 KU4654
 KU4654  ELLIP H (09/01/99)   -1.81   (m)                       GP(       ) 4 1
 KU4654  NAD 83(1996)-  40 43 50.97809(N)    073 41 12.14808(W) AD(       ) 1
 KU4654  NAD 83(1992)-  40 43 50.97801(N)    073 41 12.14794(W) AD(       ) 1
 KU4654  NAD 83(1986)-  40 43 50.97821(N)    073 41 12.14906(W) AD(       ) 1
 KU4654  NGVD 29 (03/24/92)   30.0    (m)           98.     (f) GPS OBS        
 KU4654
 KU4654.Superseded values are not recommended for survey control.
 KU4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4654.See file dsdata.txt to determine how the superseded data were derived.
 KU4654
 KU4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1089909706(NAD 83)
 KU4654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4654_STAMPING: 05E12N
 KU4654_MARK LOGO: NYDPW 
 KU4654_PROJECTION: RECESSED 8 CENTIMETERS
 KU4654_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4654+STABILITY: POSITION/ELEVATION WELL
 KU4654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4654+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1991
 KU4654_ROD/PIPE-DEPTH: 20.6 meters
 KU4654_SLEEVE-DEPTH  : 1.52 meters
 KU4654
 KU4654  HISTORY     - Date     Condition        Report By
 KU4654  HISTORY     - 1989     MONUMENTED       SBAS
 KU4654  HISTORY     - 19910225 GOOD
 KU4654
 KU4654                          STATION DESCRIPTION
 KU4654
 KU4654'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4654'THE POINT IS LOCATED IN NEW HYDE PARK, TOWN OF HEMPSTEAD, 25 FEET
 KU4654'(7.6 M) SOUTH OF THE CENTERLINE OF FIRST AVENUE AND 40 FEET (12.2 M)
 KU4654'EAST OF THE CENTERLINE SOUTH OF EIGHTH STREET,IN THE CONCRETE
 KU4654'SIDEWALK.
 KU4654'THE LOCATION TIES ARE 7.2 FEET (2.2 M) FROM THE CATCH BASIN MANHOLE
 KU4654'CASTING, 18.3 FEET (5.6 M) FROM THE NEW YORK TELEPHONE UTILITY POLE
 KU4654'NUMBER 17 AND 56.1 FEET (17.1 M) FROM THE UTILITY POLE.
 KU4654
 KU4654                          STATION RECOVERY (1991)
 KU4654
 KU4654'RECOVERED 1991
 KU4654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4672 ***********************************************************************
 KU4672  DESIGNATION -  05E 12N AZ
 KU4672  PID         -  KU4672
 KU4672  STATE/COUNTY-  NY/NASSAU
 KU4672  USGS QUAD   -  LYNBROOK (1969)
 KU4672
 KU4672                         *CURRENT SURVEY CONTROL
 KU4672  ___________________________________________________________________
 KU4672* NAD 83(1996)-  40 43 47.54402(N)    073 41 28.20766(W)     ADJUSTED  
 KU4672* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 KU4672  ___________________________________________________________________
 KU4672  X           -   1,359,203.349 (meters)                     COMP
 KU4672  Y           -  -4,645,454.863 (meters)                     COMP
 KU4672  Z           -   4,139,734.913 (meters)                     COMP
 KU4672  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KU4672  ELLIP HEIGHT-          -3.47  (meters)          (12/03/02) GPS OBS
 KU4672  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU4672
 KU4672  HORZ ORDER  -  FIRST
 KU4672  ELLP ORDER  -  FOURTH    CLASS II
 KU4672
 KU4672.The horizontal coordinates were established by GPS observations
 KU4672.and adjusted by the National Geodetic Survey in January 1999..
 KU4672
 KU4672.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4672
 KU4672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4672
 KU4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4672
 KU4672.The ellipsoidal height was determined by GPS observations
 KU4672.and is referenced to NAD 83.
 KU4672
 KU4672.The geoid height was determined by GEOID03.
 KU4672
 KU4672;                    North         East     Units Scale Factor Converg.
 KU4672;SPC NY L     -    62,587.755   326,089.232   MT  0.99999709   +0 12 07.2
 KU4672;SPC NY L     -   205,339.99  1,069,844.42   sFT  0.99999709   +0 12 07.2
 KU4672;UTM  18      - 4,509,594.915   610,524.324   MT  0.99975036   +0 51 14.7
 KU4672
 KU4672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4672!SPC NY L     -   1.00000054  x   0.99999709  =   0.99999763
 KU4672!UTM  18      -   1.00000054  x   0.99975036  =   0.99975090
 KU4672
 KU4672|---------------------------------------------------------------------|
 KU4672| PID    Reference Object                     Distance      Geod. Az  |
 KU4672|                                                           dddmmss.s |
 KU4672| KU4654 05E 12N                             391.404 METERS 07419     |
 KU4672|---------------------------------------------------------------------|
 KU4672
 KU4672                          SUPERSEDED SURVEY CONTROL
 KU4672
 KU4672  ELLIP H (09/01/99)   -3.47   (m)                       GP(       ) 4 1
 KU4672  NAD 83(1996)-  40 43 47.54723(N)    073 41 28.20654(W) AD(       ) 1
 KU4672  NAD 83(1992)-  40 43 47.54714(N)    073 41 28.20640(W) AD(       ) 1
 KU4672  NAD 83(1986)-  40 43 47.54733(N)    073 41 28.20764(W) AD(       ) 1
 KU4672  NGVD 29 (03/24/92)   28.4    (m)           93.     (f) GPS OBS        
 KU4672
 KU4672.Superseded values are not recommended for survey control.
 KU4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4672.See file dsdata.txt to determine how the superseded data were derived.
 KU4672
 KU4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1052409595(NAD 83)
 KU4672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4672_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4672_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4672_STAMPING: 05E12NAZ
 KU4672_MARK LOGO: NYDPW 
 KU4672_PROJECTION: RECESSED 8 CENTIMETERS
 KU4672_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4672+STABILITY: POSITION/ELEVATION WELL
 KU4672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4672+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 KU4672_ROD/PIPE-DEPTH: 20.6 meters
 KU4672_SLEEVE-DEPTH  : 1.52 meters
 KU4672
 KU4672  HISTORY     - Date     Condition        Report By
 KU4672  HISTORY     - 1989     MONUMENTED       SBAS
 KU4672  HISTORY     - 19910313 GOOD
 KU4672
 KU4672                          STATION DESCRIPTION
 KU4672
 KU4672'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4672'THE POINT IS LOCATED IN NEW HYDE PARK, TOWN OF HEMPSTEAD, 26 FEET
 KU4672'(7.9 M) SOUTH OF THE CENTERLINE OF FIRST AVENUE AND 21 FEET (6.4 M)
 KU4672'EAST OF THE CENTERLINE OF SOUTH THIRD AVENUE,IN THE CONCRETE SIDEWALK.
 KU4672'THE LOCATION TIES ARE 49.3 FEET (15.0 M) FROM THE MANHOLE BEHIND THE
 KU4672'CATCH BASIN, 57.2 FEET (17.4 M) FROM THE LONG ISLAND LIGHTING COMPANY
 KU4672'UTILITY POLE, 38.9 FEET (11.9 M) FROM THE NEW YORK TELEPHONE UTILITY
 KU4672'POLE NUMBER 4 AND 5.7 FEET (1.7 M) FROM THE FACE OF THE CURB.
 KU4672
 KU4672                          STATION RECOVERY (1991)
 KU4672
 KU4672'RECOVERED 1991
 KU4672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4655 ***********************************************************************
 KU4655  DESIGNATION -  05E 13N
 KU4655  PID         -  KU4655
 KU4655  STATE/COUNTY-  NY/NASSAU
 KU4655  USGS QUAD   -  LYNBROOK (1969)
 KU4655
 KU4655                         *CURRENT SURVEY CONTROL
 KU4655  ___________________________________________________________________
 KU4655* NAD 83(1996)-  40 44 36.52184(N)    073 41 17.58119(W)     ADJUSTED  
 KU4655* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 KU4655  ___________________________________________________________________
 KU4655  X           -   1,359,166.807 (meters)                     COMP
 KU4655  Y           -  -4,644,442.157 (meters)                     COMP
 KU4655  Z           -   4,140,882.886 (meters)                     COMP
 KU4655  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KU4655  ELLIP HEIGHT-           1.44  (meters)          (12/03/02) GPS OBS
 KU4655  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU4655
 KU4655  HORZ ORDER  -  FIRST
 KU4655  ELLP ORDER  -  FOURTH    CLASS II
 KU4655
 KU4655.The horizontal coordinates were established by GPS observations
 KU4655.and adjusted by the National Geodetic Survey in January 1999..
 KU4655
 KU4655.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4655
 KU4655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4655
 KU4655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4655
 KU4655.The ellipsoidal height was determined by GPS observations
 KU4655.and is referenced to NAD 83.
 KU4655
 KU4655.The geoid height was determined by GEOID03.
 KU4655
 KU4655;                    North         East     Units Scale Factor Converg.
 KU4655;SPC NY L     -    64,099.437   326,333.214   MT  0.99999662   +0 12 14.2
 KU4655;SPC NY L     -   210,299.57  1,070,644.89   sFT  0.99999662   +0 12 14.2
 KU4655;UTM  18      - 4,511,108.904   610,751.026   MT  0.99975097   +0 51 22.5
 KU4655
 KU4655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4655!SPC NY L     -   0.99999977  x   0.99999662  =   0.99999639
 KU4655!UTM  18      -   0.99999977  x   0.99975097  =   0.99975074
 KU4655
 KU4655|---------------------------------------------------------------------|
 KU4655| PID    Reference Object                     Distance      Geod. Az  |
 KU4655|                                                           dddmmss.s |
 KU4655| KU4673 05E 13N AZ                          284.861 METERS 32101     |
 KU4655|---------------------------------------------------------------------|
 KU4655
 KU4655                          SUPERSEDED SURVEY CONTROL
 KU4655
 KU4655  ELLIP H (09/01/99)    1.44   (m)                       GP(       ) 4 1
 KU4655  NAD 83(1996)-  40 44 36.52491(N)    073 41 17.58005(W) AD(       ) 1
 KU4655  NAD 83(1992)-  40 44 36.52478(N)    073 41 17.57985(W) AD(       ) 1
 KU4655  NAD 83(1986)-  40 44 36.52507(N)    073 41 17.58121(W) AD(       ) 1
 KU4655  NGVD 29 (03/24/92)   33.2    (m)          109.     (f) GPS OBS        
 KU4655
 KU4655.Superseded values are not recommended for survey control.
 KU4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4655.See file dsdata.txt to determine how the superseded data were derived.
 KU4655
 KU4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1075111109(NAD 83)
 KU4655_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4655_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4655_STAMPING: 05E13N
 KU4655_MARK LOGO: NYDPW 
 KU4655_PROJECTION: RECESSED 8 CENTIMETERS
 KU4655_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4655+STABILITY: POSITION/ELEVATION WELL
 KU4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4655+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1991
 KU4655_ROD/PIPE-DEPTH: 20.6 meters
 KU4655_SLEEVE-DEPTH  : 1.52 meters
 KU4655
 KU4655  HISTORY     - Date     Condition        Report By
 KU4655  HISTORY     - 1989     MONUMENTED       SBAS
 KU4655  HISTORY     - 19910225 GOOD
 KU4655
 KU4655                          STATION DESCRIPTION
 KU4655
 KU4655'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4655'THE POINT IS LOCATED IN NEW HYDE PARK, TOWN OF NORTH HEMPSTEAD, 21
 KU4655'FEET (6.4 M) SOUTH WEST OF THE CENTERLINE OF LINCOLN AVENUE AND 46
 KU4655'FEET (14.0 M) SOUTH EAST OF THE CENTERLINE OF KAMDA BOULEVARD,IN THE
 KU4655'CONCRETE SIDEWALK.
 KU4655'THE LOCATION TIES ARE 82.6 FEET (25.2 M) FROM THE UTILITY POLE NUMBER
 KU4655'5, 42.2 FEET (12.9 M) FROM THE MANHOLE, 27.0 FEET (8.2 M) FROM THE
 KU4655'UTILITY POLE ON THE CORNER AND 6.1 FEET (1.9 M) FROM THE FACE OF THE
 KU4655'CURB.
 KU4655
 KU4655                          STATION RECOVERY (1991)
 KU4655
 KU4655'RECOVERED 1991
 KU4655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4673 ***********************************************************************
 KU4673  DESIGNATION -  05E 13N AZ
 KU4673  PID         -  KU4673
 KU4673  STATE/COUNTY-  NY/NASSAU
 KU4673  USGS QUAD   -  LYNBROOK (1969)
 KU4673
 KU4673                         *CURRENT SURVEY CONTROL
 KU4673  ___________________________________________________________________
 KU4673* NAD 83(1996)-  40 44 43.69980(N)    073 41 25.22030(W)     ADJUSTED  
 KU4673* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 KU4673  ___________________________________________________________________
 KU4673  X           -   1,358,954.193 (meters)                     COMP
 KU4673  Y           -  -4,644,353.725 (meters)                     COMP
 KU4673  Z           -   4,141,050.580 (meters)                     COMP
 KU4673  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KU4673  ELLIP HEIGHT-           1.35  (meters)          (12/03/02) GPS OBS
 KU4673  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4673
 KU4673  HORZ ORDER  -  FIRST
 KU4673  ELLP ORDER  -  FOURTH    CLASS II
 KU4673
 KU4673.The horizontal coordinates were established by GPS observations
 KU4673.and adjusted by the National Geodetic Survey in January 1999..
 KU4673
 KU4673.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4673
 KU4673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4673
 KU4673.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4673
 KU4673.The ellipsoidal height was determined by GPS observations
 KU4673.and is referenced to NAD 83.
 KU4673
 KU4673.The geoid height was determined by GEOID03.
 KU4673
 KU4673;                    North         East     Units Scale Factor Converg.
 KU4673;SPC NY L     -    64,320.217   326,153.210   MT  0.99999656   +0 12 09.2
 KU4673;SPC NY L     -   211,023.91  1,070,054.32   sFT  0.99999656   +0 12 09.2
 KU4673;UTM  18      - 4,511,327.566   610,568.565   MT  0.99975048   +0 51 17.6
 KU4673
 KU4673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4673!SPC NY L     -   0.99999979  x   0.99999656  =   0.99999635
 KU4673!UTM  18      -   0.99999979  x   0.99975048  =   0.99975027
 KU4673
 KU4673|---------------------------------------------------------------------|
 KU4673| PID    Reference Object                     Distance      Geod. Az  |
 KU4673|                                                           dddmmss.s |
 KU4673| KU4655 05E 13N                             284.861 METERS 14101     |
 KU4673|---------------------------------------------------------------------|
 KU4673
 KU4673                          SUPERSEDED SURVEY CONTROL
 KU4673
 KU4673  ELLIP H (09/01/99)    1.35   (m)                       GP(       ) 4 1
 KU4673  NAD 83(1996)-  40 44 43.70285(N)    073 41 25.21917(W) AD(       ) 1
 KU4673  NAD 83(1992)-  40 44 43.70273(N)    073 41 25.21897(W) AD(       ) 1
 KU4673  NAD 83(1986)-  40 44 43.70306(N)    073 41 25.22030(W) AD(       ) 1
 KU4673  NGVD 29 (03/24/92)   33.1    (m)          109.     (f) GPS OBS        
 KU4673
 KU4673.Superseded values are not recommended for survey control.
 KU4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4673.See file dsdata.txt to determine how the superseded data were derived.
 KU4673
 KU4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1056911328(NAD 83)
 KU4673_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4673_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4673_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4673_STAMPING: 05E13NAZ
 KU4673_MARK LOGO: NYDPW 
 KU4673_PROJECTION: RECESSED 8 CENTIMETERS
 KU4673_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4673+STABILITY: POSITION/ELEVATION WELL
 KU4673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4673+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 KU4673_ROD/PIPE-DEPTH: 20.6 meters
 KU4673_SLEEVE-DEPTH  : 1.52 meters
 KU4673
 KU4673  HISTORY     - Date     Condition        Report By
 KU4673  HISTORY     - 1989     MONUMENTED       SBAS
 KU4673  HISTORY     - 19901220 GOOD
 KU4673
 KU4673                          STATION DESCRIPTION
 KU4673
 KU4673'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4673'THE POINT IS LOCATED IN NEW HYDE PARK, TOWN OF NORTH HEMPSTEAD, 166
 KU4673'FEET (50.6 M) WEST OF THE CENTERLINE OF LINCOLN AVENUE AND 21 FEET
 KU4673'(6.4 M) NORTH OF THE CENTERLINE OF HILLSIDE AVENUE,IN THE CONCRETE
 KU4673'SIDEWALK.
 KU4673'THE LOCATION TIES ARE 23.6 FEET (7.2 M) FROM THE SOUTH EAST CORNER OF
 KU4673'HOUSE NUMBER 55, 27.0 FEET (8.2 M) FROM THE SOUTH WEST CORNER OF
 KU4673'HOUSE NUMBER 59, 58.2 FEET (17.7 M) FROM THE TRAFFIC SIGNAL POLE AND
 KU4673'6.4 FEET (2.0 M) FROM THE FACE OF THE CURB.
 KU4673
 KU4673                          STATION RECOVERY (1990)
 KU4673
 KU4673'RECOVERED 1990
 KU4673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4656 ***********************************************************************
 KU4656  DESIGNATION -  05E 14N
 KU4656  PID         -  KU4656
 KU4656  STATE/COUNTY-  NY/NASSAU
 KU4656  USGS QUAD   -  SEA CLIFF (1979)
 KU4656
 KU4656                         *CURRENT SURVEY CONTROL
 KU4656  ___________________________________________________________________
 KU4656* NAD 83(1996)-  40 45 29.19272(N)    073 41 17.27156(W)     ADJUSTED  
 KU4656* NAVD 88     -        35.8    (meters)     117.     (feet)  VERTCON   
 KU4656  ___________________________________________________________________
 KU4656  X           -   1,358,876.530 (meters)                     COMP
 KU4656  Y           -  -4,643,424.387 (meters)                     COMP
 KU4656  Z           -   4,142,115.655 (meters)                     COMP
 KU4656  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 KU4656  ELLIP HEIGHT-           4.41  (meters)          (12/03/02) GPS OBS
 KU4656  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4656
 KU4656  HORZ ORDER  -  FIRST
 KU4656  ELLP ORDER  -  FOURTH    CLASS II
 KU4656
 KU4656.The horizontal coordinates were established by GPS observations
 KU4656.and adjusted by the National Geodetic Survey in January 1999..
 KU4656
 KU4656.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4656
 KU4656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4656
 KU4656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4656
 KU4656.The ellipsoidal height was determined by GPS observations
 KU4656.and is referenced to NAD 83.
 KU4656
 KU4656.The geoid height was determined by GEOID03.
 KU4656
 KU4656;                    North         East     Units Scale Factor Converg.
 KU4656;SPC NY L     -    65,724.184   326,334.694   MT  0.99999618   +0 12 14.4
 KU4656;SPC NY L     -   215,630.09  1,070,649.74   sFT  0.99999618   +0 12 14.4
 KU4656;UTM  18      - 4,512,733.163   610,734.009   MT  0.99975093   +0 51 23.6
 KU4656
 KU4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4656!SPC NY L     -   0.99999931  x   0.99999618  =   0.99999549
 KU4656!UTM  18      -   0.99999931  x   0.99975093  =   0.99975024
 KU4656
 KU4656|---------------------------------------------------------------------|
 KU4656| PID    Reference Object                     Distance      Geod. Az  |
 KU4656|                                                           dddmmss.s |
 KU4656| KU4674 05E 14N AZ                          202.290 METERS 35622     |
 KU4656|---------------------------------------------------------------------|
 KU4656
 KU4656                          SUPERSEDED SURVEY CONTROL
 KU4656
 KU4656  ELLIP H (09/01/99)    4.41   (m)                       GP(       ) 4 1
 KU4656  NAD 83(1996)-  40 45 29.19577(N)    073 41 17.27045(W) AD(       ) 1
 KU4656  NAD 83(1992)-  40 45 29.19564(N)    073 41 17.27025(W) AD(       ) 1
 KU4656  NAD 83(1986)-  40 45 29.19585(N)    073 41 17.27177(W) AD(       ) 1
 KU4656  NGVD 29 (03/24/92)   36.2    (m)          119.     (f) GPS OBS        
 KU4656
 KU4656.Superseded values are not recommended for survey control.
 KU4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4656.See file dsdata.txt to determine how the superseded data were derived.
 KU4656
 KU4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1073412733(NAD 83)
 KU4656_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4656_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4656_STAMPING: 05E14N
 KU4656_MARK LOGO: NYDPW 
 KU4656_PROJECTION: RECESSED 8 CENTIMETERS
 KU4656_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4656+STABILITY: POSITION/ELEVATION WELL
 KU4656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4656+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KU4656_ROD/PIPE-DEPTH: 20.6 meters
 KU4656_SLEEVE-DEPTH  : 1.52 meters
 KU4656
 KU4656  HISTORY     - Date     Condition        Report By
 KU4656  HISTORY     - 1989     MONUMENTED       SBAS
 KU4656  HISTORY     - 19910319 GOOD
 KU4656  HISTORY     - 20030717 GOOD             BRUIN
 KU4656
 KU4656                          STATION DESCRIPTION
 KU4656
 KU4656'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4656'THE POINT IS LOCATED IN HERRICKS, TOWN OF NORTH HEMPSTEAD, 722 FEET
 KU4656'(220.1 M) SOUTH OF THE CENTERLINE OF HOLIDAY GATE AND 21 FEET
 KU4656'(6.4 M) WEST OF THE CENTERLINE OF EXECUTIVE DRIVE,IN THE CONCRETE
 KU4656'SIDEWALK.
 KU4656'THE LOCATION TIES ARE 45.8 FEET (14.0 M) FROM THE SOUTH EAST CORNER OF
 KU4656'HOUSE NUMBER 23, 12.0 FEET (3.7 M) FROM THE CATCH BASIN AND 55.4 FEET
 KU4656'(16.9 M) FROM THE SEWER MANHOLE.
 KU4656
 KU4656                          STATION RECOVERY (1991)
 KU4656
 KU4656'RECOVERED 1991
 KU4656'RECOVERED IN GOOD CONDITION.
 KU4656
 KU4656                          STATION RECOVERY (2003)
 KU4656
 KU4656'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2003 (MML)
 KU4656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4674 ***********************************************************************
 KU4674  DESIGNATION -  05E 14N AZ
 KU4674  PID         -  KU4674
 KU4674  STATE/COUNTY-  NY/NASSAU
 KU4674  USGS QUAD   -  SEA CLIFF (1979)
 KU4674
 KU4674                         *CURRENT SURVEY CONTROL
 KU4674  ___________________________________________________________________
 KU4674* NAD 83(1996)-  40 45 35.73739(N)    073 41 17.81834(W)     ADJUSTED  
 KU4674* NAVD 88     -        38.1    (meters)     125.     (feet)  VERTCON   
 KU4674  ___________________________________________________________________
 KU4674  X           -   1,358,827.691 (meters)                     COMP
 KU4674  Y           -  -4,643,303.161 (meters)                     COMP
 KU4674  Z           -   4,142,270.075 (meters)                     COMP
 KU4674  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 KU4674  ELLIP HEIGHT-           6.71  (meters)          (12/03/02) GPS OBS
 KU4674  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4674
 KU4674  HORZ ORDER  -  FIRST
 KU4674  ELLP ORDER  -  FOURTH    CLASS II
 KU4674
 KU4674.The horizontal coordinates were established by GPS observations
 KU4674.and adjusted by the National Geodetic Survey in January 1999..
 KU4674
 KU4674.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4674
 KU4674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4674
 KU4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4674
 KU4674.The ellipsoidal height was determined by GPS observations
 KU4674.and is referenced to NAD 83.
 KU4674
 KU4674.The geoid height was determined by GEOID03.
 KU4674
 KU4674;                    North         East     Units Scale Factor Converg.
 KU4674;SPC NY L     -    65,926.020   326,321.150   MT  0.99999613   +0 12 14.0
 KU4674;SPC NY L     -   216,292.28  1,070,605.31   sFT  0.99999613   +0 12 14.0
 KU4674;UTM  18      - 4,512,934.782   610,718.171   MT  0.99975088   +0 51 23.4
 KU4674
 KU4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4674!SPC NY L     -   0.99999895  x   0.99999613  =   0.99999508
 KU4674!UTM  18      -   0.99999895  x   0.99975088  =   0.99974983
 KU4674
 KU4674|---------------------------------------------------------------------|
 KU4674| PID    Reference Object                     Distance      Geod. Az  |
 KU4674|                                                           dddmmss.s |
 KU4674| KU4656 05E 14N                             202.290 METERS 17622     |
 KU4674|---------------------------------------------------------------------|
 KU4674
 KU4674                          SUPERSEDED SURVEY CONTROL
 KU4674
 KU4674  ELLIP H (09/01/99)    6.71   (m)                       GP(       ) 4 1
 KU4674  NAD 83(1996)-  40 45 35.74044(N)    073 41 17.81723(W) AD(       ) 1
 KU4674  NAD 83(1992)-  40 45 35.74031(N)    073 41 17.81704(W) AD(       ) 1
 KU4674  NAD 83(1986)-  40 45 35.74043(N)    073 41 17.81856(W) AD(       ) 1
 KU4674  NGVD 29 (03/24/92)   38.5    (m)          126.     (f) GPS OBS        
 KU4674
 KU4674.Superseded values are not recommended for survey control.
 KU4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4674.See file dsdata.txt to determine how the superseded data were derived.
 KU4674
 KU4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1071812935(NAD 83)
 KU4674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4674_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4674_STAMPING: 05E14NAZ
 KU4674_MARK LOGO: NYDPW 
 KU4674_PROJECTION: RECESSED 8 CENTIMETERS
 KU4674_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4674+STABILITY: POSITION/ELEVATION WELL
 KU4674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4674+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KU4674_ROD/PIPE-DEPTH: 20.6 meters
 KU4674_SLEEVE-DEPTH  : 1.52 meters
 KU4674
 KU4674  HISTORY     - Date     Condition        Report By
 KU4674  HISTORY     - 1989     MONUMENTED       SBAS
 KU4674  HISTORY     - 19910225 GOOD
 KU4674  HISTORY     - 20030717 GOOD             BRUIN
 KU4674
 KU4674                          STATION DESCRIPTION
 KU4674
 KU4674'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4674'THE POINT IS LOCATED IN HERRICKS, TOWN OF NORTH HEMPSTEAD, 52 FEET
 KU4674'(15.8 M) SOUTH OF THE CENTERLINE OF HOLIDAY GATE AND 21 FEET (6.4 M)
 KU4674'WEST OF THE CENTERLINE OF EXECUTIVE DRIVE,IN THE CONCRETE SIDEWALK.
 KU4674'THE LOCATION TIES ARE 55.7 FEET (17.0 M) FROM THE WATER METER, 58.4
 KU4674'FEET (17.8 M) FROM THE LIGHT POLE AND 30.4 FEET (9.3 M) FROM THE
 KU4674'DRAIN MANHOLE.
 KU4674
 KU4674                          STATION RECOVERY (1991)
 KU4674
 KU4674'RECOVERED 1991
 KU4674'RECOVERED IN GOOD CONDITION.
 KU4674
 KU4674                          STATION RECOVERY (2003)
 KU4674
 KU4674'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2003 (MML)
 KU4674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4657 ***********************************************************************
 KU4657  DESIGNATION -  05E 15N
 KU4657  PID         -  KU4657
 KU4657  STATE/COUNTY-  NY/NASSAU
 KU4657  USGS QUAD   -  SEA CLIFF (1979)
 KU4657
 KU4657                         *CURRENT SURVEY CONTROL
 KU4657  ___________________________________________________________________
 KU4657* NAD 83(1996)-  40 46 06.03577(N)    073 41 28.22695(W)     ADJUSTED  
 KU4657* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 KU4657  ___________________________________________________________________
 KU4657  X           -   1,358,426.718 (meters)                     COMP
 KU4657  Y           -  -4,642,802.119 (meters)                     COMP
 KU4657  Z           -   4,142,992.415 (meters)                     COMP
 KU4657  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 KU4657  ELLIP HEIGHT-          28.85  (meters)          (12/03/02) GPS OBS
 KU4657  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4657
 KU4657  HORZ ORDER  -  FIRST
 KU4657  ELLP ORDER  -  FOURTH    CLASS II
 KU4657
 KU4657.The horizontal coordinates were established by GPS observations
 KU4657.and adjusted by the National Geodetic Survey in January 1999..
 KU4657
 KU4657.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4657
 KU4657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4657
 KU4657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4657
 KU4657.The ellipsoidal height was determined by GPS observations
 KU4657.and is referenced to NAD 83.
 KU4657
 KU4657.The geoid height was determined by GEOID03.
 KU4657
 KU4657;                    North         East     Units Scale Factor Converg.
 KU4657;SPC NY L     -    66,859.761   326,073.719   MT  0.99999591   +0 12 07.2
 KU4657;SPC NY L     -   219,355.73  1,069,793.53   sFT  0.99999591   +0 12 07.2
 KU4657;UTM  18      - 4,513,865.416   610,460.183   MT  0.99975018   +0 51 17.1
 KU4657
 KU4657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4657!SPC NY L     -   0.99999547  x   0.99999591  =   0.99999138
 KU4657!UTM  18      -   0.99999547  x   0.99975018  =   0.99974566
 KU4657
 KU4657|---------------------------------------------------------------------|
 KU4657| PID    Reference Object                     Distance      Geod. Az  |
 KU4657|                                                           dddmmss.s |
 KU4657| KU4675 05E 15N AZ                          224.174 METERS 16116     |
 KU4657|---------------------------------------------------------------------|
 KU4657
 KU4657                          SUPERSEDED SURVEY CONTROL
 KU4657
 KU4657  ELLIP H (09/01/99)   28.85   (m)                       GP(       ) 4 1
 KU4657  NAD 83(1996)-  40 46 06.03886(N)    073 41 28.22582(W) AD(       ) 1
 KU4657  NAD 83(1992)-  40 46 06.03875(N)    073 41 28.22563(W) AD(       ) 1
 KU4657  NAD 83(1986)-  40 46 06.03909(N)    073 41 28.22703(W) AD(       ) 1
 KU4657  NGVD 29 (03/24/92)   60.6    (m)          199.     (f) GPS OBS        
 KU4657
 KU4657.Superseded values are not recommended for survey control.
 KU4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4657.See file dsdata.txt to determine how the superseded data were derived.
 KU4657
 KU4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1046013865(NAD 83)
 KU4657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4657_STAMPING: 05E15N
 KU4657_MARK LOGO: NYDPW 
 KU4657_PROJECTION: RECESSED 8 CENTIMETERS
 KU4657_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4657+STABILITY: POSITION/ELEVATION WELL
 KU4657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4657+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 KU4657_ROD/PIPE-DEPTH: 16.4 meters
 KU4657_SLEEVE-DEPTH  : 1.52 meters
 KU4657
 KU4657  HISTORY     - Date     Condition        Report By
 KU4657  HISTORY     - 1989     MONUMENTED       SBAS
 KU4657  HISTORY     - 19901220 GOOD
 KU4657
 KU4657                          STATION DESCRIPTION
 KU4657
 KU4657'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4657'THE POINT IS LOCATED IN NORTH HILLS, TOWN OF NORTH HEMPSTEAD, 33 FEET
 KU4657'(10.1 M) SOUTH OF THE CENTERLINE OF THE SOUTH SERVICE ROAD OF THE
 KU4657'LONG ISLAND EXPRESSWAY AND 39 FEET (11.9 M) EAST OF THE CENTERLINE OF
 KU4657'NORTH BOUND LANES OF NEW HYDE PARK ROAD,IN THE GRASS AREA ADJACENT TO
 KU4657'THE CURB.
 KU4657'THE LOCATION TIES ARE 14.4 FEET (4.4 M) FROM THE CENTER OF THE TRAFFIC
 KU4657'SIGNAL POLE, 21.8 FEET (6.6 M) FROM THE SOUTH EAST CORNER OF THE
 KU4657'CATCH BASIN AND 16.6 FEET (5.1 M) FROM THE EAST POST OF THE SIGN 495
 KU4657'EAST.
 KU4657
 KU4657                          STATION RECOVERY (1990)
 KU4657
 KU4657'RECOVERED 1990
 KU4657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4675 ***********************************************************************
 KU4675  DESIGNATION -  05E 15N AZ
 KU4675  PID         -  KU4675
 KU4675  STATE/COUNTY-  NY/NASSAU
 KU4675  USGS QUAD   -  SEA CLIFF (1979)
 KU4675
 KU4675                         *CURRENT SURVEY CONTROL
 KU4675  ___________________________________________________________________
 KU4675* NAD 83(1996)-  40 45 59.15343(N)    073 41 25.15729(W)     ADJUSTED  
 KU4675* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 KU4675  ___________________________________________________________________
 KU4675  X           -   1,358,534.140 (meters)                     COMP
 KU4675  Y           -  -4,642,912.889 (meters)                     COMP
 KU4675  Z           -   4,142,829.771 (meters)                     COMP
 KU4675  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 KU4675  ELLIP HEIGHT-          26.01  (meters)          (12/03/02) GPS OBS
 KU4675  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4675
 KU4675  HORZ ORDER  -  FIRST
 KU4675  ELLP ORDER  -  FOURTH    CLASS II
 KU4675
 KU4675.The horizontal coordinates were established by GPS observations
 KU4675.and adjusted by the National Geodetic Survey in January 1999..
 KU4675
 KU4675.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4675
 KU4675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4675
 KU4675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4675
 KU4675.The ellipsoidal height was determined by GPS observations
 KU4675.and is referenced to NAD 83.
 KU4675
 KU4675.The geoid height was determined by GEOID03.
 KU4675
 KU4675;                    North         East     Units Scale Factor Converg.
 KU4675;SPC NY L     -    66,647.717   326,146.460   MT  0.99999596   +0 12 09.2
 KU4675;SPC NY L     -   218,660.05  1,070,032.18   sFT  0.99999596   +0 12 09.2
 KU4675;UTM  18      - 4,513,654.266   610,535.317   MT  0.99975038   +0 51 19.0
 KU4675
 KU4675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4675!SPC NY L     -   0.99999592  x   0.99999596  =   0.99999188
 KU4675!UTM  18      -   0.99999592  x   0.99975038  =   0.99974630
 KU4675
 KU4675|---------------------------------------------------------------------|
 KU4675| PID    Reference Object                     Distance      Geod. Az  |
 KU4675|                                                           dddmmss.s |
 KU4675| KU4657 05E 15N                             224.174 METERS 34116     |
 KU4675|---------------------------------------------------------------------|
 KU4675
 KU4675                          SUPERSEDED SURVEY CONTROL
 KU4675
 KU4675  ELLIP H (09/01/99)   26.01   (m)                       GP(       ) 4 1
 KU4675  NAD 83(1996)-  40 45 59.15644(N)    073 41 25.15620(W) AD(       ) 1
 KU4675  NAD 83(1992)-  40 45 59.15630(N)    073 41 25.15601(W) AD(       ) 1
 KU4675  NAD 83(1986)-  40 45 59.15658(N)    073 41 25.15745(W) AD(       ) 1
 KU4675  NGVD 29 (03/24/92)   57.7    (m)          189.     (f) GPS OBS        
 KU4675
 KU4675.Superseded values are not recommended for survey control.
 KU4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4675.See file dsdata.txt to determine how the superseded data were derived.
 KU4675
 KU4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1053513654(NAD 83)
 KU4675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4675_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4675_STAMPING: 05E15NAZ
 KU4675_MARK LOGO: NYDPW 
 KU4675_PROJECTION: RECESSED 8 CENTIMETERS
 KU4675_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4675+STABILITY: POSITION/ELEVATION WELL
 KU4675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4675+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 KU4675_ROD/PIPE-DEPTH: 20.6 meters
 KU4675_SLEEVE-DEPTH  : 1.52 meters
 KU4675
 KU4675  HISTORY     - Date     Condition        Report By
 KU4675  HISTORY     - 1989     MONUMENTED       SBAS
 KU4675  HISTORY     - 19910205 GOOD
 KU4675
 KU4675                          STATION DESCRIPTION
 KU4675
 KU4675'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4675'THE POINT IS LOCATED IN NORTH HILLS, TOWN OF NORTH HEMPSTEAD, 15 FEET
 KU4675'(4.6 M) EAST OF THE CENTERLINE OF THE NORTHBOUND NEW HYDE PARK ROAD
 KU4675'AND 73 FEET (22.3 M) SOUTH OF THE CENTERLINE OF I U WILLETS ROAD,IN
 KU4675'THE CONCRETE SIDEWALK.
 KU4675'THE LOCATION TIES ARE 32.6 FEET (9.9 M) FROM THE SOUTH EAST CORNER OF
 KU4675'THE CATCH BASIN, 39.4 FEET (12.0 M) FROM THE CENTER OF THE WOOD
 KU4675'UTILITY POLE, AND 45.6 FEET (13.9 M) FROM THE NOSE OF THE CURB.
 KU4675
 KU4675                          STATION RECOVERY (1991)
 KU4675
 KU4675'RECOVERED 1991
 KU4675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4658 ***********************************************************************
 KU4658  DESIGNATION -  05E 16N
 KU4658  PID         -  KU4658
 KU4658  STATE/COUNTY-  NY/NASSAU
 KU4658  USGS QUAD   -  SEA CLIFF (1979)
 KU4658
 KU4658                         *CURRENT SURVEY CONTROL
 KU4658  ___________________________________________________________________
 KU4658* NAD 83(1996)-  40 47 16.76851(N)    073 41 14.55901(W)     ADJUSTED  
 KU4658* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 KU4658  ___________________________________________________________________
 KU4658  X           -   1,358,330.862 (meters)                     COMP
 KU4658  Y           -  -4,641,333.348 (meters)                     COMP
 KU4658  Z           -   4,144,634.731 (meters)                     COMP
 KU4658  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KU4658  ELLIP HEIGHT-          13.66  (meters)          (12/03/02) GPS OBS
 KU4658  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU4658
 KU4658  HORZ ORDER  -  FIRST
 KU4658  ELLP ORDER  -  FOURTH    CLASS II
 KU4658
 KU4658.The horizontal coordinates were established by GPS observations
 KU4658.and adjusted by the National Geodetic Survey in January 1999..
 KU4658
 KU4658.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4658
 KU4658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4658
 KU4658.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4658
 KU4658.The ellipsoidal height was determined by GPS observations
 KU4658.and is referenced to NAD 83.
 KU4658
 KU4658.The geoid height was determined by GEOID03.
 KU4658
 KU4658;                    North         East     Units Scale Factor Converg.
 KU4658;SPC NY L     -    69,042.776   326,386.476   MT  0.99999549   +0 12 16.1
 KU4658;SPC NY L     -   226,517.84  1,070,819.63   sFT  0.99999549   +0 12 16.1
 KU4658;SPC NY E     -   217,323.678   218,582.233   MT  0.99995787   +0 31 51.2
 KU4658;SPC NY E     -   713,002.77    717,131.88   sFT  0.99995787   +0 31 51.2
 KU4658;UTM  18      - 4,516,051.317   610,747.973   MT  0.99975096   +0 51 27.3
 KU4658
 KU4658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4658!SPC NY L     -   0.99999786  x   0.99999549  =   0.99999335
 KU4658!SPC NY E     -   0.99999786  x   0.99995787  =   0.99995573
 KU4658!UTM  18      -   0.99999786  x   0.99975096  =   0.99974882
 KU4658
 KU4658|---------------------------------------------------------------------|
 KU4658| PID    Reference Object                     Distance      Geod. Az  |
 KU4658|                                                           dddmmss.s |
 KU4658| KU4676 05E 16N AZ                          276.242 METERS 29717     |
 KU4658|---------------------------------------------------------------------|
 KU4658
 KU4658                          SUPERSEDED SURVEY CONTROL
 KU4658
 KU4658  ELLIP H (09/01/99)   13.66   (m)                       GP(       ) 4 1
 KU4658  NAD 83(1996)-  40 47 16.77156(N)    073 41 14.55791(W) AD(       ) 1
 KU4658  NAD 83(1992)-  40 47 16.77143(N)    073 41 14.55771(W) AD(       ) 1
 KU4658  NAD 83(1986)-  40 47 16.77172(N)    073 41 14.55923(W) AD(       ) 1
 KU4658  NGVD 29 (03/24/92)   45.3    (m)          149.     (f) GPS OBS        
 KU4658
 KU4658.Superseded values are not recommended for survey control.
 KU4658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4658.See file dsdata.txt to determine how the superseded data were derived.
 KU4658
 KU4658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1074816051(NAD 83)
 KU4658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4658_STAMPING: 05E16N
 KU4658_MARK LOGO: NYDPW 
 KU4658_PROJECTION: RECESSED 8 CENTIMETERS
 KU4658_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4658+STABILITY: POSITION/ELEVATION WELL
 KU4658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4658+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 KU4658_ROD/PIPE-DEPTH: 14.6 meters
 KU4658_SLEEVE-DEPTH  : 1.52 meters
 KU4658
 KU4658  HISTORY     - Date     Condition        Report By
 KU4658  HISTORY     - 1989     MONUMENTED       SBAS
 KU4658  HISTORY     - 19910319 GOOD
 KU4658
 KU4658                          STATION DESCRIPTION
 KU4658
 KU4658'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4658'THE POINT IS LOCATED IN NORTH HILLS, TOWN OF NORTH HEMPSTEAD, 37 FEET
 KU4658'(11.3 M) EAST OF THE CENTERLINE OF SHELTER ROCK ROAD AND 991 FEET
 KU4658'(302.1 M) SOUTH OF THE CENTERLINE OF OLD SHELTER ROCK ROAD,IN THE
 KU4658'CONCRETE SIDEWALK.
 KU4658'THE LOCATION TIES ARE 105.0 FEET (32.0 M) FROM THE HYDRANT, 32.2 FEET
 KU4658'(9.8 M) FROM THE UTILITY POLE NUMBER 28 AND 55.8 FEET (17.0 M) FROM
 KU4658'THE GAS VALVE.
 KU4658
 KU4658                          STATION RECOVERY (1991)
 KU4658
 KU4658'RECOVERED 1991
 KU4658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4676 ***********************************************************************
 KU4676  DESIGNATION -  05E 16N AZ
 KU4676  PID         -  KU4676
 KU4676  STATE/COUNTY-  NY/NASSAU
 KU4676  USGS QUAD   -  SEA CLIFF (1979)
 KU4676
 KU4676                         *CURRENT SURVEY CONTROL
 KU4676  ___________________________________________________________________
 KU4676* NAD 83(1996)-  40 47 20.87379(N)    073 41 25.03037(W)     ADJUSTED  
 KU4676* NAVD 88     -        38.3    (meters)     126.     (feet)  VERTCON   
 KU4676  ___________________________________________________________________
 KU4676  X           -   1,358,070.590 (meters)                     COMP
 KU4676  Y           -  -4,641,318.069 (meters)                     COMP
 KU4676  Z           -   4,144,726.266 (meters)                     COMP
 KU4676  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KU4676  ELLIP HEIGHT-           7.01  (meters)          (12/03/02) GPS OBS
 KU4676  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU4676
 KU4676  HORZ ORDER  -  FIRST
 KU4676  ELLP ORDER  -  FOURTH    CLASS II
 KU4676
 KU4676.The horizontal coordinates were established by GPS observations
 KU4676.and adjusted by the National Geodetic Survey in January 1999..
 KU4676
 KU4676.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4676
 KU4676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4676
 KU4676.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4676
 KU4676.The ellipsoidal height was determined by GPS observations
 KU4676.and is referenced to NAD 83.
 KU4676
 KU4676.The geoid height was determined by GEOID03.
 KU4676
 KU4676;                    North         East     Units Scale Factor Converg.
 KU4676;SPC NY L     -    69,168.539   326,140.524   MT  0.99999546   +0 12 09.3
 KU4676;SPC NY L     -   226,930.45  1,070,012.70   sFT  0.99999546   +0 12 09.3
 KU4676;SPC NY E     -   217,448.033   218,335.578   MT  0.99995746   +0 31 44.4
 KU4676;SPC NY E     -   713,410.75    716,322.64   sFT  0.99995746   +0 31 44.4
 KU4676;UTM  18      - 4,516,174.238   610,500.664   MT  0.99975029   +0 51 20.5
 KU4676
 KU4676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4676!SPC NY L     -   0.99999890  x   0.99999546  =   0.99999436
 KU4676!SPC NY E     -   0.99999890  x   0.99995746  =   0.99995636
 KU4676!UTM  18      -   0.99999890  x   0.99975029  =   0.99974919
 KU4676
 KU4676|---------------------------------------------------------------------|
 KU4676| PID    Reference Object                     Distance      Geod. Az  |
 KU4676|                                                           dddmmss.s |
 KU4676| KU4658 05E 16N                             276.242 METERS 11717     |
 KU4676|---------------------------------------------------------------------|
 KU4676
 KU4676                          SUPERSEDED SURVEY CONTROL
 KU4676
 KU4676  ELLIP H (09/01/99)    7.01   (m)                       GP(       ) 4 1
 KU4676  NAD 83(1996)-  40 47 20.87684(N)    073 41 25.02928(W) AD(       ) 1
 KU4676  NAD 83(1992)-  40 47 20.87671(N)    073 41 25.02909(W) AD(       ) 1
 KU4676  NAD 83(1986)-  40 47 20.87707(N)    073 41 25.03060(W) AD(       ) 1
 KU4676  NGVD 29 (03/24/92)   38.6    (m)          127.     (f) GPS OBS        
 KU4676
 KU4676.Superseded values are not recommended for survey control.
 KU4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4676.See file dsdata.txt to determine how the superseded data were derived.
 KU4676
 KU4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1050116174(NAD 83)
 KU4676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4676_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4676_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4676_STAMPING: 05E16NAZ
 KU4676_MARK LOGO: NYDPW 
 KU4676_PROJECTION: RECESSED 8 CENTIMETERS
 KU4676_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4676+STABILITY: POSITION/ELEVATION WELL
 KU4676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4676+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1991
 KU4676_ROD/PIPE-DEPTH: 9.09 meters
 KU4676_SLEEVE-DEPTH  : 1.52 meters
 KU4676
 KU4676  HISTORY     - Date     Condition        Report By
 KU4676  HISTORY     - 1989     MONUMENTED       SBAS
 KU4676  HISTORY     - 19910121 GOOD
 KU4676
 KU4676                          STATION DESCRIPTION
 KU4676
 KU4676'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4676'THE POINT IS LOCATED IN NORTH HILLS, TOWN OF NORTH HEMPSTEAD, 38 FEET
 KU4676'(11.6 M) EAST OF THE CENTERLINE OF SHELTER ROCK ROAD AND 141 FEET
 KU4676'(43.0 M) SOUTH OF THE CENTERLINE OF OLD SHELTER ROCK ROAD,IN THE
 KU4676'CONCRETE SIDEWALK.
 KU4676'THE LOCATION TIES ARE 6.2 FEET (1.9 M) FROM THE HYDRANT, 92.0 FEET
 KU4676'(28.0 M) FROM THE LIGHT POLE NUMBER 25 AND 107.5 FEET (32.8 M) FROM
 KU4676'THE CATCH BASIN.
 KU4676
 KU4676                          STATION RECOVERY (1991)
 KU4676
 KU4676'RECOVERED 1991
 KU4676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4659 ***********************************************************************
 KU4659  DESIGNATION -  05E 17N
 KU4659  PID         -  KU4659
 KU4659  STATE/COUNTY-  NY/NASSAU
 KU4659  USGS QUAD   -  SEA CLIFF (1979)
 KU4659
 KU4659                         *CURRENT SURVEY CONTROL
 KU4659  ___________________________________________________________________
 KU4659* NAD 83(1996)-  40 48 08.61860(N)    073 40 51.91699(W)     ADJUSTED  
 KU4659* NAVD 88     -        52.6    (meters)     173.     (feet)  VERTCON   
 KU4659  ___________________________________________________________________
 KU4659  X           -   1,358,548.355 (meters)                     COMP
 KU4659  Y           -  -4,640,186.921 (meters)                     COMP
 KU4659  Z           -   4,145,850.627 (meters)                     COMP
 KU4659  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KU4659  ELLIP HEIGHT-          21.38  (meters)          (12/03/02) GPS OBS
 KU4659  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU4659
 KU4659  HORZ ORDER  -  FIRST
 KU4659  ELLP ORDER  -  FOURTH    CLASS II
 KU4659
 KU4659.The horizontal coordinates were established by GPS observations
 KU4659.and adjusted by the National Geodetic Survey in January 1999..
 KU4659
 KU4659.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4659
 KU4659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4659
 KU4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4659
 KU4659.The ellipsoidal height was determined by GPS observations
 KU4659.and is referenced to NAD 83.
 KU4659
 KU4659.The geoid height was determined by GEOID03.
 KU4659
 KU4659;                    North         East     Units Scale Factor Converg.
 KU4659;SPC NY L     -    70,644.102   326,911.503   MT  0.99999525   +0 12 30.9
 KU4659;SPC NY L     -   231,771.52  1,072,542.16   sFT  0.99999525   +0 12 30.9
 KU4659;SPC NY E     -   218,927.910   219,098.109   MT  0.99995875   +0 32 06.5
 KU4659;SPC NY E     -   718,265.98    718,824.38   sFT  0.99995875   +0 32 06.5
 KU4659;UTM  18      - 4,517,658.133   611,254.587   MT  0.99975235   +0 51 43.0
 KU4659
 KU4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4659!SPC NY L     -   0.99999665  x   0.99999525  =   0.99999190
 KU4659!SPC NY E     -   0.99999665  x   0.99995875  =   0.99995540
 KU4659!UTM  18      -   0.99999665  x   0.99975235  =   0.99974900
 KU4659
 KU4659|---------------------------------------------------------------------|
 KU4659| PID    Reference Object                     Distance      Geod. Az  |
 KU4659|                                                           dddmmss.s |
 KU4659| KU4677 05E 17N AZ                          326.042 METERS 07431     |
 KU4659|---------------------------------------------------------------------|
 KU4659
 KU4659                          SUPERSEDED SURVEY CONTROL
 KU4659
 KU4659  ELLIP H (09/01/99)   21.38   (m)                       GP(       ) 4 1
 KU4659  NAD 83(1996)-  40 48 08.62161(N)    073 40 51.91590(W) AD(       ) 1
 KU4659  NAD 83(1992)-  40 48 08.62148(N)    073 40 51.91572(W) AD(       ) 1
 KU4659  NAD 83(1986)-  40 48 08.62185(N)    073 40 51.91735(W) AD(       ) 1
 KU4659  NGVD 29 (03/24/92)   53.0    (m)          174.     (f) GPS OBS        
 KU4659
 KU4659.Superseded values are not recommended for survey control.
 KU4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4659.See file dsdata.txt to determine how the superseded data were derived.
 KU4659
 KU4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1125517658(NAD 83)
 KU4659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4659_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4659_STAMPING: 05E17N
 KU4659_MARK LOGO: NYDPW 
 KU4659_PROJECTION: RECESSED 8 CENTIMETERS
 KU4659_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4659+STABILITY: POSITION/ELEVATION WELL
 KU4659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4659+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 KU4659_ROD/PIPE-DEPTH: 20.6 meters
 KU4659_SLEEVE-DEPTH  : 1.52 meters
 KU4659
 KU4659  HISTORY     - Date     Condition        Report By
 KU4659  HISTORY     - 1989     MONUMENTED       SBAS
 KU4659  HISTORY     - 19910416 GOOD
 KU4659
 KU4659                          STATION DESCRIPTION
 KU4659
 KU4659'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4659'THE POINT LOCATED IN FLOWER HILL, TOWN OF NORTH HEMPSTEAD, 10 FEET
 KU4659'(3.0 M) SOUTH OF THE CENTERLINE OF DOGWOOD LANE AND 245 FEET
 KU4659'(74.7 M) WEST OF THE CENTERLINE OF BIRCH LANE,IN THE PAVED ROADWAY.
 KU4659'THE LOCATION TIES ARE 120.4 FEET (36.7 M) FROM THE HYDRANT, 68.5 FEET
 KU4659'(20.9 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 188 AND 67.2 FEET
 KU4659'(20.5 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER 188.
 KU4659
 KU4659                          STATION RECOVERY (1991)
 KU4659
 KU4659'RECOVERED 1991
 KU4659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4677 ***********************************************************************
 KU4677  DESIGNATION -  05E 17N AZ
 KU4677  PID         -  KU4677
 KU4677  STATE/COUNTY-  NY/NASSAU
 KU4677  USGS QUAD   -  SEA CLIFF (1979)
 KU4677
 KU4677                         *CURRENT SURVEY CONTROL
 KU4677  ___________________________________________________________________
 KU4677* NAD 83(1996)-  40 48 11.43996(N)    073 40 38.51230(W)     ADJUSTED  
 KU4677* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 KU4677  ___________________________________________________________________
 KU4677  X           -   1,358,833.677 (meters)                     COMP
 KU4677  Y           -  -4,640,043.201 (meters)                     COMP
 KU4677  Z           -   4,145,915.749 (meters)                     COMP
 KU4677  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 KU4677  ELLIP HEIGHT-          20.22  (meters)          (12/03/02) GPS OBS
 KU4677  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU4677
 KU4677  HORZ ORDER  -  FIRST
 KU4677  ELLP ORDER  -  FOURTH    CLASS II
 KU4677
 KU4677.The horizontal coordinates were established by GPS observations
 KU4677.and adjusted by the National Geodetic Survey in January 1999..
 KU4677
 KU4677.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4677
 KU4677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4677
 KU4677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4677
 KU4677.The ellipsoidal height was determined by GPS observations
 KU4677.and is referenced to NAD 83.
 KU4677
 KU4677.The geoid height was determined by GEOID03.
 KU4677
 KU4677;                    North         East     Units Scale Factor Converg.
 KU4677;SPC NY L     -    70,732.283   327,225.392   MT  0.99999523   +0 12 39.7
 KU4677;SPC NY L     -   232,060.83  1,073,571.97   sFT  0.99999523   +0 12 39.7
 KU4677;SPC NY E     -   219,017.875   219,411.479   MT  0.99995928   +0 32 15.3
 KU4677;SPC NY E     -   718,561.14    719,852.49   sFT  0.99995928   +0 32 15.3
 KU4677;UTM  18      - 4,517,749.865   611,567.374   MT  0.99975320   +0 51 51.8
 KU4677
 KU4677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4677!SPC NY L     -   0.99999683  x   0.99999523  =   0.99999206
 KU4677!SPC NY E     -   0.99999683  x   0.99995928  =   0.99995611
 KU4677!UTM  18      -   0.99999683  x   0.99975320  =   0.99975003
 KU4677
 KU4677|---------------------------------------------------------------------|
 KU4677| PID    Reference Object                     Distance      Geod. Az  |
 KU4677|                                                           dddmmss.s |
 KU4677| KU4659 05E 17N                             326.042 METERS 25431     |
 KU4677|---------------------------------------------------------------------|
 KU4677
 KU4677                          SUPERSEDED SURVEY CONTROL
 KU4677
 KU4677  ELLIP H (09/01/99)   20.22   (m)                       GP(       ) 4 1
 KU4677  NAD 83(1996)-  40 48 11.44298(N)    073 40 38.51120(W) AD(       ) 1
 KU4677  NAD 83(1992)-  40 48 11.44285(N)    073 40 38.51102(W) AD(       ) 1
 KU4677  NAD 83(1986)-  40 48 11.44324(N)    073 40 38.51258(W) AD(       ) 1
 KU4677  NGVD 29 (03/24/92)   51.8    (m)          170.     (f) GPS OBS        
 KU4677
 KU4677.Superseded values are not recommended for survey control.
 KU4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4677.See file dsdata.txt to determine how the superseded data were derived.
 KU4677
 KU4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1156717750(NAD 83)
 KU4677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4677_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4677_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4677_STAMPING: 05E17NAZ
 KU4677_MARK LOGO: NYDPW 
 KU4677_PROJECTION: RECESSED 8 CENTIMETERS
 KU4677_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4677+STABILITY: POSITION/ELEVATION WELL
 KU4677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4677+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 KU4677_ROD/PIPE-DEPTH: 20.6 meters
 KU4677_SLEEVE-DEPTH  : 1.52 meters
 KU4677
 KU4677  HISTORY     - Date     Condition        Report By
 KU4677  HISTORY     - 1989     MONUMENTED       SBAS
 KU4677  HISTORY     - 19910416 GOOD
 KU4677
 KU4677                          STATION DESCRIPTION
 KU4677
 KU4677'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4677'THE POINT IS LOCATED IN FLOWER HILL, TOWN OF NORTH HEMPSTEAD, 13 FEET
 KU4677'(4.0 M) NORTH OF THE CENTERLINE OF DOGWOOD LANE AND 445 FEET
 KU4677'(135.6 M) WEST OF THE CENTERLINE OF NORTHWOOD ROAD,IN THE GRASS AREA
 KU4677'BEHIND THE CONCRETE GUTTER.
 KU4677'THE LOCATION TIES ARE 65.3 FEET (19.9 M) FROM THE SOUTH EAST CORNER OF
 KU4677'HOUSE NUMBER 87, 99.2 FEET (30.2 M) FROM THE SOUTH WEST CORNER OF
 KU4677'HOUSE NUMBER 87 AND 13.8 FEET (4.2 M) FROM THE HYDRANT.
 KU4677
 KU4677                          STATION RECOVERY (1991)
 KU4677
 KU4677'RECOVERED 1991
 KU4677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4660 ***********************************************************************
 KU4660  DESIGNATION -  05E 18N
 KU4660  PID         -  KU4660
 KU4660  STATE/COUNTY-  NY/NASSAU
 KU4660  USGS QUAD   -  SEA CLIFF (1979)
 KU4660
 KU4660                         *CURRENT SURVEY CONTROL
 KU4660  ___________________________________________________________________
 KU4660* NAD 83(1996)-  40 48 59.21099(N)    073 41 00.72257(W)     ADJUSTED  
 KU4660* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 KU4660  ___________________________________________________________________
 KU4660  X           -   1,358,062.087 (meters)                     COMP
 KU4660  Y           -  -4,639,260.486 (meters)                     COMP
 KU4660  Z           -   4,147,026.858 (meters)                     COMP
 KU4660  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KU4660  ELLIP HEIGHT-          13.73  (meters)          (12/03/02) GPS OBS
 KU4660  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4660
 KU4660  HORZ ORDER  -  FIRST
 KU4660  ELLP ORDER  -  FOURTH    CLASS II
 KU4660
 KU4660.The horizontal coordinates were established by GPS observations
 KU4660.and adjusted by the National Geodetic Survey in January 1999..
 KU4660
 KU4660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4660
 KU4660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4660
 KU4660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4660
 KU4660.The ellipsoidal height was determined by GPS observations
 KU4660.and is referenced to NAD 83.
 KU4660
 KU4660.The geoid height was determined by GEOID03.
 KU4660
 KU4660;                    North         East     Units Scale Factor Converg.
 KU4660;SPC NY L     -    72,203.974   326,699.460   MT  0.99999507   +0 12 25.2
 KU4660;SPC NY L     -   236,889.20  1,071,846.48   sFT  0.99999507   +0 12 25.2
 KU4660;SPC NY E     -   220,486.491   218,877.185   MT  0.99995837   +0 32 01.3
 KU4660;SPC NY E     -   723,379.43    718,099.56   sFT  0.99995837   +0 32 01.3
 KU4660;UTM  18      - 4,519,215.106   611,024.823   MT  0.99975172   +0 51 38.1
 KU4660
 KU4660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4660!SPC NY L     -   0.99999785  x   0.99999507  =   0.99999292
 KU4660!SPC NY E     -   0.99999785  x   0.99995837  =   0.99995622
 KU4660!UTM  18      -   0.99999785  x   0.99975172  =   0.99974957
 KU4660
 KU4660|---------------------------------------------------------------------|
 KU4660| PID    Reference Object                     Distance      Geod. Az  |
 KU4660|                                                           dddmmss.s |
 KU4660| KU4678 05E 18N AZ                          202.505 METERS 16713     |
 KU4660|---------------------------------------------------------------------|
 KU4660
 KU4660                          SUPERSEDED SURVEY CONTROL
 KU4660
 KU4660  ELLIP H (09/01/99)   13.74   (m)                       GP(       ) 4 1
 KU4660  NAD 83(1996)-  40 48 59.21399(N)    073 41 00.72149(W) AD(       ) 1
 KU4660  NAD 83(1992)-  40 48 59.21385(N)    073 41 00.72130(W) AD(       ) 1
 KU4660  NAD 83(1986)-  40 48 59.21422(N)    073 41 00.72296(W) AD(       ) 1
 KU4660  NGVD 29 (03/24/92)   45.3    (m)          149.     (f) GPS OBS        
 KU4660
 KU4660.Superseded values are not recommended for survey control.
 KU4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4660.See file dsdata.txt to determine how the superseded data were derived.
 KU4660
 KU4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1102519215(NAD 83)
 KU4660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4660_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4660_STAMPING: 05E18N
 KU4660_MARK LOGO: NYDPW 
 KU4660_PROJECTION: RECESSED 8 CENTIMETERS
 KU4660_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4660+STABILITY: POSITION/ELEVATION WELL
 KU4660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4660+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1991
 KU4660_ROD/PIPE-DEPTH: 18.2 meters
 KU4660_SLEEVE-DEPTH  : 1.52 meters
 KU4660
 KU4660  HISTORY     - Date     Condition        Report By
 KU4660  HISTORY     - 1989     MONUMENTED       SBAS
 KU4660  HISTORY     - 19910121 GOOD
 KU4660
 KU4660                          STATION DESCRIPTION
 KU4660
 KU4660'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4660'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 20
 KU4660'FEET (6.1 M) SOUTH EAST OF THE CENTERLINE OF CHESTNUT DRIVE AND 23
 KU4660'FEET (7.0 M) NORTH EAST OF THE CENTERLINE OF RENI DRIVE,IN THE PAVED
 KU4660'ROADWAY.
 KU4660'THE LOCATION TIES ARE 43.6 FEET (13.3 M) FROM THE WATER VALVE, 11.0
 KU4660'FEET (3.4 M) FROM THE STOP SIGN AND 53.3 FEET (16.2 M) FROM THE
 KU4660'STREET SIGN.
 KU4660
 KU4660                          STATION RECOVERY (1991)
 KU4660
 KU4660'RECOVERED 1991
 KU4660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4678 ***********************************************************************
 KU4678  DESIGNATION -  05E 18N AZ
 KU4678  PID         -  KU4678
 KU4678  STATE/COUNTY-  NY/NASSAU
 KU4678  USGS QUAD   -  SEA CLIFF (1979)
 KU4678
 KU4678                         *CURRENT SURVEY CONTROL
 KU4678  ___________________________________________________________________
 KU4678* NAD 83(1996)-  40 48 52.80894(N)    073 40 58.81067(W)     ADJUSTED  
 KU4678* NAVD 88     -        41.7    (meters)     137.     (feet)  VERTCON   
 KU4678  ___________________________________________________________________
 KU4678  X           -   1,358,140.676 (meters)                     COMP
 KU4678  Y           -  -4,639,369.464 (meters)                     COMP
 KU4678  Z           -   4,146,875.312 (meters)                     COMP
 KU4678  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 KU4678  ELLIP HEIGHT-          10.54  (meters)          (12/03/02) GPS OBS
 KU4678  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU4678
 KU4678  HORZ ORDER  -  FIRST
 KU4678  ELLP ORDER  -  FOURTH    CLASS II
 KU4678
 KU4678.The horizontal coordinates were established by GPS observations
 KU4678.and adjusted by the National Geodetic Survey in January 1999..
 KU4678
 KU4678.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4678
 KU4678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4678
 KU4678.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4678
 KU4678.The ellipsoidal height was determined by GPS observations
 KU4678.and is referenced to NAD 83.
 KU4678
 KU4678.The geoid height was determined by GEOID03.
 KU4678
 KU4678;                    North         East     Units Scale Factor Converg.
 KU4678;SPC NY L     -    72,006.652   326,744.981   MT  0.99999509   +0 12 26.4
 KU4678;SPC NY L     -   236,241.82  1,071,995.83   sFT  0.99999509   +0 12 26.4
 KU4678;SPC NY E     -   220,289.439   218,923.828   MT  0.99995845   +0 32 02.5
 KU4678;SPC NY E     -   722,732.93    718,252.59   sFT  0.99995845   +0 32 02.5
 KU4678;UTM  18      - 4,519,018.364   611,072.580   MT  0.99975185   +0 51 39.2
 KU4678
 KU4678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4678!SPC NY L     -   0.99999835  x   0.99999509  =   0.99999344
 KU4678!SPC NY E     -   0.99999835  x   0.99995845  =   0.99995680
 KU4678!UTM  18      -   0.99999835  x   0.99975185  =   0.99975020
 KU4678
 KU4678|---------------------------------------------------------------------|
 KU4678| PID    Reference Object                     Distance      Geod. Az  |
 KU4678|                                                           dddmmss.s |
 KU4678| KU4660 05E 18N                             202.505 METERS 34713     |
 KU4678|---------------------------------------------------------------------|
 KU4678
 KU4678                          SUPERSEDED SURVEY CONTROL
 KU4678
 KU4678  ELLIP H (09/01/99)   10.54   (m)                       GP(       ) 4 1
 KU4678  NAD 83(1996)-  40 48 52.81194(N)    073 40 58.80959(W) AD(       ) 1
 KU4678  NAD 83(1992)-  40 48 52.81181(N)    073 40 58.80940(W) AD(       ) 1
 KU4678  NAD 83(1986)-  40 48 52.81201(N)    073 40 58.81102(W) AD(       ) 1
 KU4678  NGVD 29 (03/24/92)   42.1    (m)          138.     (f) GPS OBS        
 KU4678
 KU4678.Superseded values are not recommended for survey control.
 KU4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4678.See file dsdata.txt to determine how the superseded data were derived.
 KU4678
 KU4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1107319018(NAD 83)
 KU4678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4678_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4678_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4678_STAMPING: 05E18NAZ
 KU4678_MARK LOGO: NYDPW 
 KU4678_PROJECTION: RECESSED 8 CENTIMETERS
 KU4678_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4678+STABILITY: POSITION/ELEVATION WELL
 KU4678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4678+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4678_ROD/PIPE-DEPTH: 20.6 meters
 KU4678_SLEEVE-DEPTH  : 1.52 meters
 KU4678
 KU4678  HISTORY     - Date     Condition        Report By
 KU4678  HISTORY     - 1989     MONUMENTED       SBAS
 KU4678  HISTORY     - 19910201 GOOD
 KU4678
 KU4678                          STATION DESCRIPTION
 KU4678
 KU4678'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4678'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 313
 KU4678'FEET (95.4 M) NORTH OF THE CENTERLINE OF HEMLOCK ROAD AND 23 FEET
 KU4678'(7.0 M) WEST OF THE CENTERLINE OF RENI DRIVE,IN THE PAVED ROADWAY.
 KU4678'THE LOCATION TIES ARE 79.5 FEET (24.2 M) FROM THE NORTH WEST CORNER OF
 KU4678'HOUSE NUMBER 111, 30.2 FEET (9.2 M) FROM THE SOUTH WEST CORNER OF THE
 KU4678'DRIVEWAY OF HOUSE NUMBER 111 AND 40.8 FEET (12.4 M) FROM THE NORTH
 KU4678'EAST CORNER OF THE DRIVEWAY OF HOUSE NUMBER 112.
 KU4678
 KU4678                          STATION RECOVERY (1991)
 KU4678
 KU4678'RECOVERED 1991
 KU4678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4661 ***********************************************************************
 KU4661  DESIGNATION -  05E 19N
 KU4661  PID         -  KU4661
 KU4661  STATE/COUNTY-  NY/NASSAU
 KU4661  USGS QUAD   -  SEA CLIFF (1979)
 KU4661
 KU4661                         *CURRENT SURVEY CONTROL
 KU4661  ___________________________________________________________________
 KU4661* NAD 83(1996)-  40 49 44.58608(N)    073 41 16.93966(W)     ADJUSTED  
 KU4661* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 KU4661  ___________________________________________________________________
 KU4661  X           -   1,357,438.710 (meters)                     COMP
 KU4661  Y           -  -4,638,483.514 (meters)                     COMP
 KU4661  Z           -   4,148,081.069 (meters)                     COMP
 KU4661  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KU4661  ELLIP HEIGHT-           6.09  (meters)          (12/03/02) GPS OBS
 KU4661  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU4661
 KU4661  HORZ ORDER  -  FIRST
 KU4661  ELLP ORDER  -  FOURTH    CLASS II
 KU4661
 KU4661.The horizontal coordinates were established by GPS observations
 KU4661.and adjusted by the National Geodetic Survey in January 1999..
 KU4661
 KU4661.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4661
 KU4661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4661
 KU4661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4661
 KU4661.The ellipsoidal height was determined by GPS observations
 KU4661.and is referenced to NAD 83.
 KU4661
 KU4661.The geoid height was determined by GEOID03.
 KU4661
 KU4661;                    North         East     Units Scale Factor Converg.
 KU4661;SPC NY L     -    73,602.296   326,314.422   MT  0.99999497   +0 12 14.6
 KU4661;SPC NY L     -   241,476.87  1,070,583.23   sFT  0.99999497   +0 12 14.6
 KU4661;SPC NY E     -   221,882.543   218,484.193   MT  0.99995771   +0 31 51.2
 KU4661;SPC NY E     -   727,959.64    716,810.22   sFT  0.99995771   +0 31 51.2
 KU4661;UTM  18      - 4,520,608.605   610,623.955   MT  0.99975062   +0 51 28.3
 KU4661
 KU4661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4661!SPC NY L     -   0.99999904  x   0.99999497  =   0.99999401
 KU4661!SPC NY E     -   0.99999904  x   0.99995771  =   0.99995675
 KU4661!UTM  18      -   0.99999904  x   0.99975062  =   0.99974966
 KU4661
 KU4661|---------------------------------------------------------------------|
 KU4661| PID    Reference Object                     Distance      Geod. Az  |
 KU4661|                                                           dddmmss.s |
 KU4661| KU4679 05E 19N AZ                          120.629 METERS 17008     |
 KU4661|---------------------------------------------------------------------|
 KU4661
 KU4661                          SUPERSEDED SURVEY CONTROL
 KU4661
 KU4661  ELLIP H (09/01/99)    6.09   (m)                       GP(       ) 4 1
 KU4661  NAD 83(1996)-  40 49 44.58908(N)    073 41 16.93858(W) AD(       ) 1
 KU4661  NAD 83(1992)-  40 49 44.58894(N)    073 41 16.93840(W) AD(       ) 1
 KU4661  NAD 83(1986)-  40 49 44.58940(N)    073 41 16.94013(W) AD(       ) 1
 KU4661  NGVD 29 (03/24/92)   37.6    (m)          123.     (f) GPS OBS        
 KU4661
 KU4661.Superseded values are not recommended for survey control.
 KU4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4661.See file dsdata.txt to determine how the superseded data were derived.
 KU4661
 KU4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1062420609(NAD 83)
 KU4661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4661_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4661_STAMPING: 05E19N
 KU4661_MARK LOGO: NYDPW 
 KU4661_PROJECTION: RECESSED 8 CENTIMETERS
 KU4661_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4661+STABILITY: POSITION/ELEVATION WELL
 KU4661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4661+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4661_ROD/PIPE-DEPTH: 15.2 meters
 KU4661_SLEEVE-DEPTH  : 1.52 meters
 KU4661
 KU4661  HISTORY     - Date     Condition        Report By
 KU4661  HISTORY     - 1989     MONUMENTED       SBAS
 KU4661  HISTORY     - 19910201 GOOD
 KU4661
 KU4661                          STATION DESCRIPTION
 KU4661
 KU4661'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4661'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 19
 KU4661'FEET (5.8 M) NORTH OF THE CENTERLINE OF FRANKLIN AVENUE AND 22 FEET
 KU4661'(6.7 M) WEST OF THE CENTERLINE OF HAVEN AVENUE,IN THE CONCRETE
 KU4661'SIDEWALK.
 KU4661'THE LOCATION TIES ARE 53.1 FEET (16.2 M) FROM THE SOUTH EAST CORNER OF
 KU4661'DELL TRANSPORTATION BUS REPAIR, 50.8 FEET (15.5 M) FROM THE NORTH
 KU4661'EAST CORNER OF PORT WASHINGTON LODGE AND 28.2 FEET (8.6 M) FROM THE
 KU4661'MANHOLE.
 KU4661
 KU4661                          STATION RECOVERY (1991)
 KU4661
 KU4661'RECOVERED 1991
 KU4661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4679 ***********************************************************************
 KU4679  DESIGNATION -  05E 19N AZ
 KU4679  PID         -  KU4679
 KU4679  STATE/COUNTY-  NY/NASSAU
 KU4679  USGS QUAD   -  SEA CLIFF (1979)
 KU4679
 KU4679                         *CURRENT SURVEY CONTROL
 KU4679  ___________________________________________________________________
 KU4679* NAD 83(1996)-  40 49 40.73346(N)    073 41 16.05711(W)     ADJUSTED  
 KU4679* NAVD 88     -        38.5    (meters)     126.     (feet)  VERTCON   
 KU4679  ___________________________________________________________________
 KU4679  X           -   1,357,480.639 (meters)                     COMP
 KU4679  Y           -  -4,638,553.164 (meters)                     COMP
 KU4679  Z           -   4,147,991.942 (meters)                     COMP
 KU4679  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KU4679  ELLIP HEIGHT-           7.31  (meters)          (12/03/02) GPS OBS
 KU4679  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU4679
 KU4679  HORZ ORDER  -  FIRST
 KU4679  ELLP ORDER  -  FOURTH    CLASS II
 KU4679
 KU4679.The horizontal coordinates were established by GPS observations
 KU4679.and adjusted by the National Geodetic Survey in January 1999..
 KU4679
 KU4679.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4679
 KU4679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4679
 KU4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4679
 KU4679.The ellipsoidal height was determined by GPS observations
 KU4679.and is referenced to NAD 83.
 KU4679
 KU4679.The geoid height was determined by GEOID03.
 KU4679
 KU4679;                    North         East     Units Scale Factor Converg.
 KU4679;SPC NY L     -    73,483.528   326,335.525   MT  0.99999497   +0 12 15.2
 KU4679;SPC NY L     -   241,087.21  1,070,652.47   sFT  0.99999497   +0 12 15.2
 KU4679;SPC NY E     -   221,763.901   218,505.972   MT  0.99995775   +0 31 51.7
 KU4679;SPC NY E     -   727,570.40    716,881.68   sFT  0.99995775   +0 31 51.7
 KU4679;UTM  18      - 4,520,490.114   610,646.406   MT  0.99975068   +0 51 28.8
 KU4679
 KU4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4679!SPC NY L     -   0.99999885  x   0.99999497  =   0.99999382
 KU4679!SPC NY E     -   0.99999885  x   0.99995775  =   0.99995660
 KU4679!UTM  18      -   0.99999885  x   0.99975068  =   0.99974953
 KU4679
 KU4679|---------------------------------------------------------------------|
 KU4679| PID    Reference Object                     Distance      Geod. Az  |
 KU4679|                                                           dddmmss.s |
 KU4679| KU4661 05E 19N                             120.629 METERS 35008     |
 KU4679|---------------------------------------------------------------------|
 KU4679
 KU4679                          SUPERSEDED SURVEY CONTROL
 KU4679
 KU4679  ELLIP H (09/01/99)    7.31   (m)                       GP(       ) 4 1
 KU4679  NAD 83(1996)-  40 49 40.73646(N)    073 41 16.05604(W) AD(       ) 1
 KU4679  NAD 83(1992)-  40 49 40.73632(N)    073 41 16.05585(W) AD(       ) 1
 KU4679  NAD 83(1986)-  40 49 40.73673(N)    073 41 16.05756(W) AD(       ) 1
 KU4679  NGVD 29 (03/24/92)   38.8    (m)          127.     (f) GPS OBS        
 KU4679
 KU4679.Superseded values are not recommended for survey control.
 KU4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4679.See file dsdata.txt to determine how the superseded data were derived.
 KU4679
 KU4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1064620490(NAD 83)
 KU4679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4679_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4679_STAMPING: 05E19NAZ
 KU4679_MARK LOGO: NYDPW 
 KU4679_PROJECTION: RECESSED 8 CENTIMETERS
 KU4679_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4679+STABILITY: POSITION/ELEVATION WELL
 KU4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4679+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4679_ROD/PIPE-DEPTH: 9.09 meters
 KU4679_SLEEVE-DEPTH  : 1.52 meters
 KU4679
 KU4679  HISTORY     - Date     Condition        Report By
 KU4679  HISTORY     - 1989     MONUMENTED       SBAS
 KU4679  HISTORY     - 19910201 GOOD
 KU4679
 KU4679                          STATION DESCRIPTION
 KU4679
 KU4679'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4679'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 126
 KU4679'FEET (38.4 M) SOUTH OF THE CENTERLINE OF BAYVIEW AVENUE AND 20 FEET
 KU4679'(6.1 M) EAST OF THE CENTERLINE OF HAVEN AVENUE,IN THE CONCRETE
 KU4679'SIDEWALK.
 KU4679'THE LOCATION TIES ARE 4.8 FEET (1.5 M) FROM THE UTILITY POLE NUMBER
 KU4679'10, 11.6 FEET (3.5 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER 27
 KU4679'AND 80.9 FEET (24.7 M) FROM THE UTILITY POLE.
 KU4679
 KU4679                          STATION RECOVERY (1991)
 KU4679
 KU4679'RECOVERED 1991
 KU4679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4662 ***********************************************************************
 KU4662  DESIGNATION -  05E 20N
 KU4662  PID         -  KU4662
 KU4662  STATE/COUNTY-  NY/NASSAU
 KU4662  USGS QUAD   -  SEA CLIFF (1979)
 KU4662
 KU4662                         *CURRENT SURVEY CONTROL
 KU4662  ___________________________________________________________________
 KU4662* NAD 83(1996)-  40 50 27.51573(N)    073 41 30.45846(W)     ADJUSTED  
 KU4662* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 KU4662  ___________________________________________________________________
 KU4662  X           -   1,356,887.011 (meters)                     COMP
 KU4662  Y           -  -4,637,725.907 (meters)                     COMP
 KU4662  Z           -   4,149,069.057 (meters)                     COMP
 KU4662  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KU4662  ELLIP HEIGHT-         -15.24  (meters)          (12/03/02) GPS OBS
 KU4662  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4662
 KU4662  HORZ ORDER  -  FIRST
 KU4662  ELLP ORDER  -  FOURTH    CLASS II
 KU4662
 KU4662.The horizontal coordinates were established by GPS observations
 KU4662.and adjusted by the National Geodetic Survey in January 1999..
 KU4662
 KU4662.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4662
 KU4662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4662
 KU4662.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4662
 KU4662.The ellipsoidal height was determined by GPS observations
 KU4662.and is referenced to NAD 83.
 KU4662
 KU4662.The geoid height was determined by GEOID03.
 KU4662
 KU4662;                    North         East     Units Scale Factor Converg.
 KU4662;SPC NY L     -    74,925.429   325,993.005   MT  0.99999491   +0 12 05.7
 KU4662;SPC NY L     -   245,817.84  1,069,528.72   sFT  0.99999491   +0 12 05.7
 KU4662;SPC NY E     -   223,203.771   218,155.244   MT  0.99995716   +0 31 42.8
 KU4662;SPC NY E     -   732,294.37    715,731.00   sFT  0.99995716   +0 31 42.8
 KU4662;UTM  18      - 4,521,927.660   610,287.541   MT  0.99974971   +0 51 20.2
 KU4662
 KU4662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4662!SPC NY L     -   1.00000239  x   0.99999491  =   0.99999730
 KU4662!SPC NY E     -   1.00000239  x   0.99995716  =   0.99995955
 KU4662!UTM  18      -   1.00000239  x   0.99974971  =   0.99975210
 KU4662
 KU4662|---------------------------------------------------------------------|
 KU4662| PID    Reference Object                     Distance      Geod. Az  |
 KU4662|                                                           dddmmss.s |
 KU4662| KU4680 05E 20N AZ                          138.881 METERS 14423     |
 KU4662|---------------------------------------------------------------------|
 KU4662
 KU4662                          SUPERSEDED SURVEY CONTROL
 KU4662
 KU4662  ELLIP H (09/01/99)  -15.24   (m)                       GP(       ) 4 1
 KU4662  NAD 83(1996)-  40 50 27.51869(N)    073 41 30.45740(W) AD(       ) 1
 KU4662  NAD 83(1992)-  40 50 27.51855(N)    073 41 30.45721(W) AD(       ) 1
 KU4662  NAD 83(1986)-  40 50 27.51887(N)    073 41 30.45882(W) AD(       ) 1
 KU4662  NGVD 29 (03/24/92)   16.2    (m)           53.     (f) GPS OBS        
 KU4662
 KU4662.Superseded values are not recommended for survey control.
 KU4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4662.See file dsdata.txt to determine how the superseded data were derived.
 KU4662
 KU4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1028821928(NAD 83)
 KU4662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4662_STAMPING: 05E20N
 KU4662_MARK LOGO: NYDPW 
 KU4662_PROJECTION: RECESSED 8 CENTIMETERS
 KU4662_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4662+STABILITY: POSITION/ELEVATION WELL
 KU4662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4662+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 KU4662_ROD/PIPE-DEPTH: 20.6 meters
 KU4662_SLEEVE-DEPTH  : 1.52 meters
 KU4662
 KU4662  HISTORY     - Date     Condition        Report By
 KU4662  HISTORY     - 1989     MONUMENTED       SBAS
 KU4662  HISTORY     - 19910411 GOOD
 KU4662
 KU4662                          STATION DESCRIPTION
 KU4662
 KU4662'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4662'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 30
 KU4662'FEET (9.1 M) NORTH OF THE CENTERLINE OF JAMES AVENUE AND 22 FEET
 KU4662'(6.7 M) WEST OF THE CENTERLINE OF ROGER DRIVE,IN THE CONCRETE
 KU4662'SIDEWALK.
 KU4662'THE LOCATION TIES ARE 62.9 FEET (19.2 M) FROM THE MANHOLE, 40.7 FEET
 KU4662'(12.4 M) FROM THE UTILITY POLE AND 7.4 FEET (2.3 M) FROM THE STREET
 KU4662'SIGN.
 KU4662
 KU4662                          STATION RECOVERY (1991)
 KU4662
 KU4662'RECOVERED 1991
 KU4662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4680 ***********************************************************************
 KU4680  DESIGNATION -  05E 20N AZ
 KU4680  PID         -  KU4680
 KU4680  STATE/COUNTY-  NY/NASSAU
 KU4680  USGS QUAD   -  SEA CLIFF (1979)
 KU4680
 KU4680                         *CURRENT SURVEY CONTROL
 KU4680  ___________________________________________________________________
 KU4680* NAD 83(1996)-  40 50 23.85537(N)    073 41 27.00683(W)     ADJUSTED  
 KU4680* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 KU4680  ___________________________________________________________________
 KU4680  X           -   1,356,985.191 (meters)                     COMP
 KU4680  Y           -  -4,637,773.510 (meters)                     COMP
 KU4680  Z           -   4,148,983.132 (meters)                     COMP
 KU4680  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KU4680  ELLIP HEIGHT-         -16.01  (meters)          (12/03/02) GPS OBS
 KU4680  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4680
 KU4680  HORZ ORDER  -  FIRST
 KU4680  ELLP ORDER  -  FOURTH    CLASS II
 KU4680
 KU4680.The horizontal coordinates were established by GPS observations
 KU4680.and adjusted by the National Geodetic Survey in January 1999..
 KU4680
 KU4680.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4680
 KU4680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4680
 KU4680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4680
 KU4680.The ellipsoidal height was determined by GPS observations
 KU4680.and is referenced to NAD 83.
 KU4680
 KU4680.The geoid height was determined by GEOID03.
 KU4680
 KU4680;                    North         East     Units Scale Factor Converg.
 KU4680;SPC NY L     -    74,812.802   326,074.264   MT  0.99999492   +0 12 08.0
 KU4680;SPC NY L     -   245,448.33  1,069,795.31   sFT  0.99999492   +0 12 08.0
 KU4680;SPC NY E     -   223,091.614   218,237.142   MT  0.99995729   +0 31 45.0
 KU4680;SPC NY E     -   731,926.40    715,999.69   sFT  0.99995729   +0 31 45.0
 KU4680;UTM  18      - 4,521,815.996   610,370.060   MT  0.99974993   +0 51 22.4
 KU4680
 KU4680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4680!SPC NY L     -   1.00000251  x   0.99999492  =   0.99999743
 KU4680!SPC NY E     -   1.00000251  x   0.99995729  =   0.99995980
 KU4680!UTM  18      -   1.00000251  x   0.99974993  =   0.99975244
 KU4680
 KU4680|---------------------------------------------------------------------|
 KU4680| PID    Reference Object                     Distance      Geod. Az  |
 KU4680|                                                           dddmmss.s |
 KU4680| KU4662 05E 20N                             138.881 METERS 32424     |
 KU4680|---------------------------------------------------------------------|
 KU4680
 KU4680                          SUPERSEDED SURVEY CONTROL
 KU4680
 KU4680  ELLIP H (09/01/99)  -15.99   (m)                       GP(       ) 4 1
 KU4680  NAD 83(1996)-  40 50 23.85833(N)    073 41 27.00577(W) AD(       ) 1
 KU4680  NAD 83(1992)-  40 50 23.85818(N)    073 41 27.00558(W) AD(       ) 1
 KU4680  NAD 83(1986)-  40 50 23.85863(N)    073 41 27.00713(W) AD(       ) 1
 KU4680  NGVD 29 (03/24/92)   15.5    (m)           51.     (f) GPS OBS        
 KU4680
 KU4680.Superseded values are not recommended for survey control.
 KU4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4680.See file dsdata.txt to determine how the superseded data were derived.
 KU4680
 KU4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1037021816(NAD 83)
 KU4680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4680_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4680_STAMPING: 05E20NAZ
 KU4680_MARK LOGO: NYDPW 
 KU4680_PROJECTION: RECESSED 8 CENTIMETERS
 KU4680_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4680+STABILITY: POSITION/ELEVATION WELL
 KU4680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4680+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1991
 KU4680_ROD/PIPE-DEPTH: 20.6 meters
 KU4680_SLEEVE-DEPTH  : 1.52 meters
 KU4680
 KU4680  HISTORY     - Date     Condition        Report By
 KU4680  HISTORY     - 1989     MONUMENTED       SBAS
 KU4680  HISTORY     - 19910204 GOOD
 KU4680
 KU4680                          STATION DESCRIPTION
 KU4680
 KU4680'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4680'THE POINT IS LOCATED IN PORT WASHINGTON , TOWN OF NORTH HEMPSTEAD, 243
 KU4680'FEET (74.1 M) NORTH OF THE CENTERLINE OF LEWIS LANE AND 21 FEET
 KU4680'(6.4 M) WEST OF THE CENTERLINE OF ROGER DRIVE,IN THE CONCRETE
 KU4680'SIDEWALK.
 KU4680'THE LOCATION TIES ARE 44.4 FEET (13.5 M) FROM THE SOUTH EAST CORNER OF
 KU4680'HOUSE NUMBER 51, 48.3 FEET (14.7 M) FROM THE SEWER MANHOLE AND 39.6
 KU4680'FEET (12.1 M) FROM THE UTILITY POLE.
 KU4680
 KU4680                          STATION RECOVERY (1991)
 KU4680
 KU4680'RECOVERED 1991
 KU4680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4663 ***********************************************************************
 KU4663  DESIGNATION -  05E 21N
 KU4663  PID         -  KU4663
 KU4663  STATE/COUNTY-  NY/NASSAU
 KU4663  USGS QUAD   -  SEA CLIFF (1979)
 KU4663
 KU4663                         *CURRENT SURVEY CONTROL
 KU4663  ___________________________________________________________________
 KU4663* NAD 83(1996)-  40 51 20.70446(N)    073 41 23.97279(W)     ADJUSTED  
 KU4663* NAVD 88     -        35.2    (meters)     115.     (feet)  VERTCON   
 KU4663  ___________________________________________________________________
 KU4663  X           -   1,356,735.566 (meters)                     COMP
 KU4663  Y           -  -4,636,667.313 (meters)                     COMP
 KU4663  Z           -   4,150,322.819 (meters)                     COMP
 KU4663  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KU4663  ELLIP HEIGHT-           4.08  (meters)          (12/03/02) GPS OBS
 KU4663  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU4663
 KU4663  HORZ ORDER  -  FIRST
 KU4663  ELLP ORDER  -  FOURTH    CLASS II
 KU4663
 KU4663.The horizontal coordinates were established by GPS observations
 KU4663.and adjusted by the National Geodetic Survey in January 1999..
 KU4663
 KU4663.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4663
 KU4663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4663
 KU4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4663
 KU4663.The ellipsoidal height was determined by GPS observations
 KU4663.and is referenced to NAD 83.
 KU4663
 KU4663.The geoid height was determined by GEOID03.
 KU4663
 KU4663;                    North         East     Units Scale Factor Converg.
 KU4663;SPC NY L     -    76,566.685   326,139.137   MT  0.99999491   +0 12 10.0
 KU4663;SPC NY L     -   251,202.53  1,070,008.15   sFT  0.99999491   +0 12 10.0
 KU4663;SPC NY E     -   224,845.773   218,292.000   MT  0.99995738   +0 31 47.6
 KU4663;SPC NY E     -   737,681.51    716,179.67   sFT  0.99995738   +0 31 47.6
 KU4663;UTM  18      - 4,523,570.076   610,414.894   MT  0.99975005   +0 51 25.3
 KU4663
 KU4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4663!SPC NY L     -   0.99999936  x   0.99999491  =   0.99999427
 KU4663!SPC NY E     -   0.99999936  x   0.99995738  =   0.99995674
 KU4663!UTM  18      -   0.99999936  x   0.99975005  =   0.99974941
 KU4663
 KU4663|---------------------------------------------------------------------|
 KU4663| PID    Reference Object                     Distance      Geod. Az  |
 KU4663|                                                           dddmmss.s |
 KU4663| KU4681 05E 21N AZ                          153.180 METERS 03944     |
 KU4663|---------------------------------------------------------------------|
 KU4663
 KU4663                          SUPERSEDED SURVEY CONTROL
 KU4663
 KU4663  ELLIP H (09/01/99)    4.08   (m)                       GP(       ) 4 1
 KU4663  NAD 83(1996)-  40 51 20.70744(N)    073 41 23.97172(W) AD(       ) 1
 KU4663  NAD 83(1992)-  40 51 20.70730(N)    073 41 23.97153(W) AD(       ) 1
 KU4663  NAD 83(1986)-  40 51 20.70781(N)    073 41 23.97342(W) AD(       ) 1
 KU4663  NGVD 29 (03/24/92)   35.5    (m)          116.     (f) GPS OBS        
 KU4663
 KU4663.Superseded values are not recommended for survey control.
 KU4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4663.See file dsdata.txt to determine how the superseded data were derived.
 KU4663
 KU4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1041523570(NAD 83)
 KU4663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4663_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4663_STAMPING: 05E21N
 KU4663_MARK LOGO: NYDPW 
 KU4663_PROJECTION: RECESSED 8 CENTIMETERS
 KU4663_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4663+STABILITY: POSITION/ELEVATION WELL
 KU4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4663+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4663_ROD/PIPE-DEPTH: 9.70 meters
 KU4663_SLEEVE-DEPTH  : 1.52 meters
 KU4663
 KU4663  HISTORY     - Date     Condition        Report By
 KU4663  HISTORY     - 1989     MONUMENTED       SBAS
 KU4663  HISTORY     - 19910201 GOOD
 KU4663
 KU4663                          STATION DESCRIPTION
 KU4663
 KU4663'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4663'THE POINT IS LOCATED IN SANDS POINT, TOWN OF NORTH HEMPSTEAD, 13 FEET
 KU4663'(4.0 M) NORTH WEST OF THE CENTERLINE OF ELM COURT AND 1508 FEET
 KU4663'(459.6 M) EAST OF THE CENTERLINE OF MIDDLE NECK ROAD,IN THE GRASS
 KU4663'AREA ADJACENT TO THE CURB.
 KU4663'THE LOCATION TIES ARE 151.8 FEET (46.3 M) FROM THE HYDRANT, 24.0 FEET
 KU4663'(7.3 M) FROM THE DRAIN CASTING AND 2.2 FEET (0.7 M) FROM THE FACE OF
 KU4663'THE CURB ON THE NORTH SIDE OF ELM COURT.
 KU4663
 KU4663                          STATION RECOVERY (1991)
 KU4663
 KU4663'RECOVERED 1991
 KU4663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4681 ***********************************************************************
 KU4681  DESIGNATION -  05E 21N AZ
 KU4681  PID         -  KU4681
 KU4681  STATE/COUNTY-  NY/NASSAU
 KU4681  USGS QUAD   -  SEA CLIFF (1979)
 KU4681
 KU4681                         *CURRENT SURVEY CONTROL
 KU4681  ___________________________________________________________________
 KU4681* NAD 83(1996)-  40 51 24.52334(N)    073 41 19.79239(W)     ADJUSTED  
 KU4681* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 KU4681  ___________________________________________________________________
 KU4681  X           -   1,356,808.245 (meters)                     COMP
 KU4681  Y           -  -4,636,567.052 (meters)                     COMP
 KU4681  Z           -   4,150,412.999 (meters)                     COMP
 KU4681  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KU4681  ELLIP HEIGHT-           5.73  (meters)          (12/03/02) GPS OBS
 KU4681  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4681
 KU4681  HORZ ORDER  -  FIRST
 KU4681  ELLP ORDER  -  FOURTH    CLASS II
 KU4681
 KU4681.The horizontal coordinates were established by GPS observations
 KU4681.and adjusted by the National Geodetic Survey in January 1999..
 KU4681
 KU4681.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4681
 KU4681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4681
 KU4681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4681
 KU4681.The ellipsoidal height was determined by GPS observations
 KU4681.and is referenced to NAD 83.
 KU4681
 KU4681.The geoid height was determined by GEOID03.
 KU4681
 KU4681;                    North         East     Units Scale Factor Converg.
 KU4681;SPC NY L     -    76,684.834   326,236.629   MT  0.99999491   +0 12 12.7
 KU4681;SPC NY L     -   251,590.16  1,070,328.01   sFT  0.99999491   +0 12 12.7
 KU4681;SPC NY E     -   224,964.472   218,388.813   MT  0.99995755   +0 31 50.4
 KU4681;SPC NY E     -   738,070.94    716,497.30   sFT  0.99995755   +0 31 50.4
 KU4681;UTM  18      - 4,523,689.301   610,511.008   MT  0.99975032   +0 51 28.1
 KU4681
 KU4681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4681!SPC NY L     -   0.99999910  x   0.99999491  =   0.99999401
 KU4681!SPC NY E     -   0.99999910  x   0.99995755  =   0.99995665
 KU4681!UTM  18      -   0.99999910  x   0.99975032  =   0.99974942
 KU4681
 KU4681|---------------------------------------------------------------------|
 KU4681| PID    Reference Object                     Distance      Geod. Az  |
 KU4681|                                                           dddmmss.s |
 KU4681| KU4663 05E 21N                             153.180 METERS 21944     |
 KU4681|---------------------------------------------------------------------|
 KU4681
 KU4681                          SUPERSEDED SURVEY CONTROL
 KU4681
 KU4681  ELLIP H (09/01/99)    5.74   (m)                       GP(       ) 4 1
 KU4681  NAD 83(1996)-  40 51 24.52632(N)    073 41 19.79132(W) AD(       ) 1
 KU4681  NAD 83(1992)-  40 51 24.52618(N)    073 41 19.79113(W) AD(       ) 1
 KU4681  NAD 83(1986)-  40 51 24.52670(N)    073 41 19.79302(W) AD(       ) 1
 KU4681  NGVD 29 (03/24/92)   37.1    (m)          122.     (f) GPS OBS        
 KU4681
 KU4681.Superseded values are not recommended for survey control.
 KU4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4681.See file dsdata.txt to determine how the superseded data were derived.
 KU4681
 KU4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1051123689(NAD 83)
 KU4681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4681_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4681_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4681_STAMPING: 05E21NAZ
 KU4681_MARK LOGO: NYDPW 
 KU4681_PROJECTION: RECESSED 8 CENTIMETERS
 KU4681_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4681+STABILITY: POSITION/ELEVATION WELL
 KU4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4681+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4681_ROD/PIPE-DEPTH: 5.76 meters
 KU4681_SLEEVE-DEPTH  : 1.52 meters
 KU4681
 KU4681  HISTORY     - Date     Condition        Report By
 KU4681  HISTORY     - 1989     MONUMENTED       SBAS
 KU4681  HISTORY     - 19910201 GOOD
 KU4681
 KU4681                          STATION DESCRIPTION
 KU4681
 KU4681'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4681'THE POINT IS LOCATED IN SANDS POINT, TOWN OF NORTH HEMPSTEAD, 29 FEET
 KU4681'(8.8 M) NORTH OF THE CENTERLINE OF ELM COURT AND 2008 FEET (612.0 M)
 KU4681'EAST OF THE CENTERLINE OF MIDDLE NECK ROAD,IN THE GRASS AREA BEHIND
 KU4681'THE CURB.
 KU4681'THE LOCATION TIES ARE 4.0 FEET (1.2 M) FROM THE PROPERTY MONUMENT,
 KU4681'13.6 FEET (4.1 M) FROM THE BRICK ENTRANCE COLUMN AND 2.0 FEET
 KU4681'(0.6 M) FROM THE FACE OF THE CURB ON THE NORTH SIDE OF ELM COURT.
 KU4681
 KU4681                          STATION RECOVERY (1991)
 KU4681
 KU4681'RECOVERED 1991
 KU4681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2015 ***********************************************************************
 OF2015  DESIGNATION -  062 5 NYGS 1969
 OF2015  PID         -  OF2015
 OF2015  STATE/COUNTY-  NY/MONROE
 OF2015  USGS QUAD   -  PITTSFORD (1978)
 OF2015
 OF2015                         *CURRENT SURVEY CONTROL
 OF2015  ___________________________________________________________________
 OF2015* NAD 83(1996)-  43 04 26.14661(N)    077 36 24.09734(W)     ADJUSTED  
 OF2015* NAVD 88     -       175.50   (+/-2cm)     575.8    (feet)  VERTCON   
 OF2015  ___________________________________________________________________
 OF2015  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 OF2015  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2015
 OF2015  HORZ ORDER  -  SECOND
 OF2015  VERT ORDER  -  THIRD ? (See Below)
 OF2015
 OF2015.The horizontal coordinates were established by classical geodetic methods
 OF2015.and adjusted by the National Geodetic Survey in January 1999..
 OF2015
 OF2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2015.The vertical order pertains to the NGVD 29 superseded value.
 OF2015
 OF2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2015
 OF2015.The geoid height was determined by GEOID03.
 OF2015
 OF2015;                    North         East     Units Scale Factor Converg.
 OF2015;SPC NY W     -   341,845.579   429,535.891   MT  1.00001529   +0 40 01.3
 OF2015;SPC NY W     - 1,121,538.37  1,409,235.67   sFT  1.00001529   +0 40 01.3
 OF2015;UTM  18      - 4,772,322.661   287,782.565   MT  1.00015406   -1 46 51.2
 OF2015
 OF2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2015!SPC NY W     -   0.99997801  x   1.00001529  =   0.99999330
 OF2015!UTM  18      -   0.99997801  x   1.00015406  =   1.00013207
 OF2015
 OF2015                          SUPERSEDED SURVEY CONTROL
 OF2015
 OF2015  NAD 83(1986)-  43 04 26.15443(N)    077 36 24.09550(W) AD(       ) 2
 OF2015  NAD 27      -  43 04 25.92915(N)    077 36 25.09555(W) AD(       ) 2
 OF2015  NGVD 29 (07/19/86)  175.67   (m)          576.3    (f) LEVELING    3  
 OF2015
 OF2015.Superseded values are not recommended for survey control.
 OF2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2015.See file dsdata.txt to determine how the superseded data were derived.
 OF2015
 OF2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8778372323(NAD 83)
 OF2015_MARKER: DD = SURVEY DISK
 OF2015_SETTING: 0 = UNSPECIFIED SETTING
 OF2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2015
 OF2015  HISTORY     - Date     Condition        Report By
 OF2015  HISTORY     - 1938     MONUMENTED       NYGS
 OF2015  HISTORY     - 1969     GOOD             CGS
 OF2015  HISTORY     - 1970     SEE DESCRIPTION  NY-055
 OF2015  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2015
 OF2015                          STATION DESCRIPTION
 OF2015
 OF2015'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF2015'IN HENRIETTA, ON EAST SIDE OF EAST HENRIETTA ROAD, 0.35 MILE
 OF2015'NORTH OF CALKINS ROAD, 20.3 FEET EAST OF CENTER LINE OF EAST
 OF2015'HENRIETTA ROAD, 58.8 FEET SOUTHEAST OF NEW YORK STATE HIGHWAY
 OF2015'MARKER (STATION 190+00), 98.4 FEET SOUTH OF CENTER LINE OF DIRT
 OF2015'DRIVE, 133.0 FEET SOUTHWEST FROM SOUTHWEST CORNER OF H. MEYERS
 OF2015'HOUSE, 146.5 FEET SOUTHWEST OF SOUTHEAST CORNER OF SAID HOUSE,
 OF2015'84.5 FEET SOUTHWEST OF SECOND 12-INCH APPLE TREE SOUTH OF DIRT
 OF2015'DRIVE, 97.0 FEET NORTH OF CORNER POST AT INTERSECTION OF EAST
 OF2015'RIGHT-OF-WAY AND FARM FENCES, AND 2.2 FEET WEST OF
 OF2015'U.S. MARKER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2015'STANDARD DISK IN CONCRETE 0.1 FOOT ABOVE GROUND.
 OF2015
 OF2015                          STATION RECOVERY (1969)
 OF2015
 OF2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2015'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2015'
 OF2015'IN HENRIETTA ALONG RT 15A, EAST HENRIETTA ROAD
 OF2015'
 OF2015'0.35 MILE NORTH OF CALKINS ROAD
 OF2015'
 OF2015'0.90 MILE SOUTH OF JEFFERSON ROAD
 OF2015'
 OF2015'1.50 MILE SOUTHEAST OF STATION CLAY 1969
 OF2015'
 OF2015'20.0 FEET EAST OF CENTER LINE OF EAST HENRIETTA ROAD
 OF2015'
 OF2015'46.7 FEET SOUTHEAST OF SOUTH RANGELINE OF ONE STORY BRICK PLAZA
 OF2015'BUILDING
 OF2015'
 OF2015'55.3 FEET SOUTH OF WATER MAIN VALVE BOX
 OF2015'
 OF2015'129.0 FEET SOUTH OF SOUTHWEST CORNER OF 1-1/2 STORY FRAME HOUSE
 OF2015'NO. 2162
 OF2015'
 OF2015'145.8 FEET SOUTHWEST OF SOUTHEAST CORNER OF THE SAME HOUSE
 OF2015'
 OF2015'2.2 FEET WEST OF U.S. MARKER
 OF2015'
 OF2015'540.0 FEET NORTH OF THOMPSON ROAD
 OF2015'
 OF2015'80.0 FEET NORTH EAST OF POLE NO. RGE 92
 OF2015'
 OF2015'70.7 FEET NORTHEAST OF SOUTH END AND 46.0 FEET SOUTHEAST OF NORTH
 OF2015'END OF 12-INCH CULVERT PIPE UNDER PLAZA ENTRANCE
 OF2015'
 OF2015'76.0 FEET SOUTHEAST OF POLE NO. RGE 91
 OF2015'
 OF2015'STATION IS U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2015'STANDARD DISK IN CONCRETE STAMPED 062-5, 1938 AND COVERED 1.5 FOOT.
 OF2015
 OF2015                          STATION RECOVERY (1970)
 OF2015
 OF2015'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (SJC)
 OF2015'STATION NOW UNDER MORE THAN TWO FEET OF NEW FILL.  CONSIDER
 OF2015'DESTROYED.
 OF2015
 OF2015                          STATION RECOVERY (1994)
 OF2015
 OF2015'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2014 ***********************************************************************
 OF2014  DESIGNATION -  062 6 NYGS 1969
 OF2014  PID         -  OF2014
 OF2014  STATE/COUNTY-  NY/MONROE
 OF2014  USGS QUAD   -  PITTSFORD (1978)
 OF2014
 OF2014                         *CURRENT SURVEY CONTROL
 OF2014  ___________________________________________________________________
 OF2014* NAD 83(1996)-  43 04 46.00771(N)    077 36 21.72825(W)     ADJUSTED  
 OF2014* NAVD 88     -       177.03   (+/-2cm)     580.8    (feet)  VERTCON   
 OF2014  ___________________________________________________________________
 OF2014  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 OF2014  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2014
 OF2014  HORZ ORDER  -  SECOND
 OF2014  VERT ORDER  -  THIRD ? (See Below)
 OF2014
 OF2014.The horizontal coordinates were established by classical geodetic methods
 OF2014.and adjusted by the National Geodetic Survey in January 1999..
 OF2014
 OF2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2014.The vertical order pertains to the NGVD 29 superseded value.
 OF2014
 OF2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2014
 OF2014.The geoid height was determined by GEOID03.
 OF2014
 OF2014;                    North         East     Units Scale Factor Converg.
 OF2014;SPC NY W     -   342,459.075   429,582.344   MT  1.00001538   +0 40 03.1
 OF2014;SPC NY W     - 1,123,551.15  1,409,388.07   sFT  1.00001538   +0 40 03.1
 OF2014;UTM  18      - 4,772,933.698   287,855.190   MT  1.00015368   -1 46 50.2
 OF2014
 OF2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2014!SPC NY W     -   0.99997778  x   1.00001538  =   0.99999316
 OF2014!UTM  18      -   0.99997778  x   1.00015368  =   1.00013145
 OF2014
 OF2014:                Primary Azimuth Mark                     Grid Az
 OF2014:SPC NY W     -  CLAY                                     339 30 17.2
 OF2014:UTM  18      -  CLAY                                     341 57 10.5
 OF2014
 OF2014|---------------------------------------------------------------------|
 OF2014| PID    Reference Object                     Distance      Geod. Az  |
 OF2014|                                                           dddmmss.s |
 OF2014| OF2013 CLAY                                APPROX. 1.9 KM 3401020.3 |
 OF2014|---------------------------------------------------------------------|
 OF2014
 OF2014                          SUPERSEDED SURVEY CONTROL
 OF2014
 OF2014  NAD 83(1986)-  43 04 46.01552(N)    077 36 21.72646(W) AD(       ) 2
 OF2014  NAD 27      -  43 04 45.79035(N)    077 36 22.72633(W) AD(       ) 2
 OF2014  NGVD 29 (07/19/86)  177.20   (m)          581.4    (f) LEVELING    3  
 OF2014
 OF2014.Superseded values are not recommended for survey control.
 OF2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2014.See file dsdata.txt to determine how the superseded data were derived.
 OF2014
 OF2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8785572934(NAD 83)
 OF2014_MARKER: DD = SURVEY DISK
 OF2014_SETTING: 0 = UNSPECIFIED SETTING
 OF2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2014
 OF2014  HISTORY     - Date     Condition        Report By
 OF2014  HISTORY     - 1938     MONUMENTED       NYGS
 OF2014  HISTORY     - 1969     GOOD             CGS
 OF2014  HISTORY     - 1977     GOOD             NY-055
 OF2014
 OF2014                          STATION DESCRIPTION
 OF2014
 OF2014'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF2014'IN HENRIETTA, ON EAST SIDE OF EAST HENRIETTA ROAD, 0.45 MILE
 OF2014'SOUTH OF JEFFERSON AVENUE, AT CURVE IN ROAD, 28.7 FEET EAST OF
 OF2014'CENTER LINE OF EAST HENRIETTA ROAD, 4.6 FEET NORTHEAST OF NORTHEAST
 OF2014'CORNER OF WALL OF R.W.W. VALVE PIT AT EAST SIDE OF ROAD, 45.3
 OF2014'FEET NORTHEAST OF NORTHEAST CORNER OF WALL OF R.W.W. PIT AT
 OF2014'WEST SIDE OF ROAD, 19.0 FEET SOUTH OF NEW YORK STATE HIGHWAY
 OF2014'MARKER (STATION 170+00), 78.0 FEET SOUTHEAST OF 18-INCH WALNUT
 OF2014'TREE, 35.6 FEET NORTHWEST OF 24-INCH ELM TREE, AND 2.7 FEET
 OF2014'EAST OF U.S. MARKER.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2014'SURVEY STANDARD DISK IN CONCRETE 0.2 FOOT ABOVE GROUND.
 OF2014
 OF2014                          STATION RECOVERY (1969)
 OF2014
 OF2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2014'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2014'
 OF2014'IN HENRIETTA, ALONG EAST HENRIETTA ROAD
 OF2014'
 OF2014'1.2 MILES SOUTH SOUTHEAST OF STATION CLAY 1969
 OF2014'
 OF2014'0.45 MILE SOUTH OF JEFFERSON ROAD
 OF2014'
 OF2014'23.6 FEET EAST OF CENTER OF EAST HENRIETTA ROAD
 OF2014'
 OF2014'42.5 FEET SOUTH OF CENTER LINE OF PALOMINA DRIVE
 OF2014'
 OF2014'60.0 FEET SOUTHEAST OF POLE
 OF2014'
 OF2014'2.6 FEET SOUTH OF 9-INCH RWW STAND PIPE 2-FEET HIGH
 OF2014'
 OF2014'49.5 FEET EAST OF RWW CHAMBER STEEL COVER
 OF2014'
 OF2014'8.8 FEET NORTH OF RWW MANHOLE COVER
 OF2014'
 OF2014'69.0 FEET NORTHWEST OF SOUTH END OF
 OF2014'
 OF2014'TOP CONCRETE STEP OF 1 STORY FRAME HOUSE NO. 2030
 OF2014'
 OF2014'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2014'STANDARD DISK IN CONCRETE STAMPED 062-6, 1938.
 OF2014
 OF2014                          STATION RECOVERY (1977)
 OF2014
 OF2014'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2014'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4682 ***********************************************************************
 KU4682  DESIGNATION -  06E 02N
 KU4682  PID         -  KU4682
 KU4682  STATE/COUNTY-  NY/NASSAU
 KU4682  USGS QUAD   -  LAWRENCE (1979)
 KU4682
 KU4682                         *CURRENT SURVEY CONTROL
 KU4682  ___________________________________________________________________
 KU4682* NAD 83(1996)-  40 35 27.08145(N)    073 40 11.34601(W)     ADJUSTED  
 KU4682* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 KU4682  ___________________________________________________________________
 KU4682  X           -   1,363,756.938 (meters)                     COMP
 KU4682  Y           -  -4,654,581.821 (meters)                     COMP
 KU4682  Z           -   4,128,007.194 (meters)                     COMP
 KU4682  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KU4682  ELLIP HEIGHT-         -29.69  (meters)          (12/03/02) GPS OBS
 KU4682  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KU4682
 KU4682  HORZ ORDER  -  FIRST
 KU4682  ELLP ORDER  -  FOURTH    CLASS II
 KU4682
 KU4682.The horizontal coordinates were established by GPS observations
 KU4682.and adjusted by the National Geodetic Survey in January 1999..
 KU4682
 KU4682.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4682
 KU4682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4682
 KU4682.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4682
 KU4682.The ellipsoidal height was determined by GPS observations
 KU4682.and is referenced to NAD 83.
 KU4682
 KU4682.The geoid height was determined by GEOID03.
 KU4682
 KU4682;                    North         East     Units Scale Factor Converg.
 KU4682;SPC NY L     -    47,156.922   327,951.042   MT  1.00000508   +0 12 57.5
 KU4682;SPC NY L     -   154,714.00  1,075,952.71   sFT  1.00000508   +0 12 57.5
 KU4682;UTM  18      - 4,494,190.040   612,560.794   MT  0.99975595   +0 51 56.1
 KU4682
 KU4682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4682!SPC NY L     -   1.00000466  x   1.00000508  =   1.00000974
 KU4682!UTM  18      -   1.00000466  x   0.99975595  =   0.99976061
 KU4682
 KU4682|---------------------------------------------------------------------|
 KU4682| PID    Reference Object                     Distance      Geod. Az  |
 KU4682|                                                           dddmmss.s |
 KU4682| KU4700 06E 02N AZ                          135.491 METERS 08934     |
 KU4682|---------------------------------------------------------------------|
 KU4682
 KU4682                          SUPERSEDED SURVEY CONTROL
 KU4682
 KU4682  ELLIP H (09/01/99)  -29.69   (m)                       GP(       ) 4 1
 KU4682  NAD 83(1986)-  40 35 27.08527(N)    073 40 11.34433(W) AD(       ) 1
 KU4682  NGVD 29 (03/24/92)    2.6    (m)            9.     (f) GPS OBS        
 KU4682
 KU4682.Superseded values are not recommended for survey control.
 KU4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4682.See file dsdata.txt to determine how the superseded data were derived.
 KU4682
 KU4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1256194190(NAD 83)
 KU4682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4682_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4682_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4682_STAMPING: 06E02N
 KU4682_MARK LOGO: NYDPW 
 KU4682_PROJECTION: RECESSED 8 CENTIMETERS
 KU4682_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4682+STABILITY: POSITION/ELEVATION WELL
 KU4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4682+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4682_ROD/PIPE-DEPTH: 20.6 meters
 KU4682_SLEEVE-DEPTH  : 1.52 meters
 KU4682
 KU4682  HISTORY     - Date     Condition        Report By
 KU4682  HISTORY     - 1989     MONUMENTED       SBAS
 KU4682
 KU4682                          STATION DESCRIPTION
 KU4682
 KU4682'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4682'THE POINT IS LOCATED IN LONG BEACH, CITY OF LONG BEACH, 26 FEET
 KU4682'(7.9 M) WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF MAGNOLIA
 KU4682'BOULEVARD AND 32 FEET (9.8 M) NORTH OF THE CENTERLINE OF THE EAST
 KU4682'BOUND HUDSON STREET,IN THE TRAFFIC ISLAND.
 KU4682'THE LOCATION TIES ARE 24.6 FEET (7.5 M) FROM THE SEWER MANHOLE ON
 KU4682'SOUTH BOUND MAGNOLIA BOULEVARD, 65.7 FEET (20.0 M) FROM POLE NUMBER
 KU4682'10 ON THE NORTH EAST CORNER AND 76.3 FEET (23.3 M) FROM THE LONG
 KU4682'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 83896 ON THE SOUTH EAST
 KU4682'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4700 ***********************************************************************
 KU4700  DESIGNATION -  06E 02N AZ
 KU4700  PID         -  KU4700
 KU4700  STATE/COUNTY-  NY/NASSAU
 KU4700  USGS QUAD   -  LAWRENCE (1979)
 KU4700
 KU4700                         *CURRENT SURVEY CONTROL
 KU4700  ___________________________________________________________________
 KU4700* NAD 83(1996)-  40 35 27.11433(N)    073 40 05.58421(W)     ADJUSTED  
 KU4700* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4700  ___________________________________________________________________
 KU4700  X           -   1,363,886.703 (meters)                     COMP
 KU4700  Y           -  -4,654,542.850 (meters)                     COMP
 KU4700  Z           -   4,128,007.749 (meters)                     COMP
 KU4700  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU4700  ELLIP HEIGHT-         -30.02  (meters)          (12/03/02) GPS OBS
 KU4700  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KU4700
 KU4700  HORZ ORDER  -  FIRST
 KU4700  ELLP ORDER  -  FOURTH    CLASS II
 KU4700
 KU4700.The horizontal coordinates were established by GPS observations
 KU4700.and adjusted by the National Geodetic Survey in January 1999..
 KU4700
 KU4700.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4700
 KU4700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4700
 KU4700.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4700
 KU4700.The ellipsoidal height was determined by GPS observations
 KU4700.and is referenced to NAD 83.
 KU4700
 KU4700.The geoid height was determined by GEOID03.
 KU4700
 KU4700;                    North         East     Units Scale Factor Converg.
 KU4700;SPC NY L     -    47,158.448   328,086.526   MT  1.00000508   +0 13 01.2
 KU4700;SPC NY L     -   154,719.01  1,076,397.21   sFT  1.00000508   +0 13 01.2
 KU4700;UTM  18      - 4,494,193.101   612,696.218   MT  0.99975633   +0 51 59.8
 KU4700
 KU4700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4700!SPC NY L     -   1.00000471  x   1.00000508  =   1.00000979
 KU4700!UTM  18      -   1.00000471  x   0.99975633  =   0.99976104
 KU4700
 KU4700|---------------------------------------------------------------------|
 KU4700| PID    Reference Object                     Distance      Geod. Az  |
 KU4700|                                                           dddmmss.s |
 KU4700| KU4682 06E 02N                             135.491 METERS 26934     |
 KU4700|---------------------------------------------------------------------|
 KU4700
 KU4700                          SUPERSEDED SURVEY CONTROL
 KU4700
 KU4700  ELLIP H (09/01/99)  -30.02   (m)                       GP(       ) 4 1
 KU4700  NAD 83(1986)-  40 35 27.11812(N)    073 40 05.58261(W) AD(       ) 1
 KU4700  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4700
 KU4700.Superseded values are not recommended for survey control.
 KU4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4700.See file dsdata.txt to determine how the superseded data were derived.
 KU4700
 KU4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1269694193(NAD 83)
 KU4700_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4700_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4700_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4700_STAMPING: 06E02NAZ
 KU4700_MARK LOGO: NYDPW 
 KU4700_PROJECTION: RECESSED 8 CENTIMETERS
 KU4700_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4700+STABILITY: POSITION/ELEVATION WELL
 KU4700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4700+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1990
 KU4700_ROD/PIPE-DEPTH: 14.2 meters
 KU4700_SLEEVE-DEPTH  : 1.52 meters
 KU4700
 KU4700  HISTORY     - Date     Condition        Report By
 KU4700  HISTORY     - 1989     MONUMENTED       SBAS
 KU4700  HISTORY     - 19900323 GOOD
 KU4700
 KU4700                          STATION DESCRIPTION
 KU4700
 KU4700'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4700'THE POINT IS LOCATED IN LONG BEACH, CITY OF LONG BEACH,  32 FEET
 KU4700'(9.8 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF HUDSON
 KU4700'STREET AND 399 FEET (121.6 M) EAST OF THE CENTERLINE OF NORTH BOUND
 KU4700'LANES OF MAGNOLIA BOULEVARD,IN THE GRASS AREA OF THE MEDIAN.
 KU4700'THE LOCATION TIES ARE 47.9 FEET (14.6 M) FROM THE CENTER OF THE
 KU4700'HYDRANT, 60.7 FEET (18.5 M) FROM THE LIGHT POLE ON THE NORTH SIDE OF
 KU4700'HUDSON STREET AND 57.3 FEET (17.5 M) FROM THE LIGHT POLE ON THE SOUTH
 KU4700'SIDE OF HUDSON STREET.
 KU4700
 KU4700                          STATION RECOVERY (1990)
 KU4700
 KU4700'RECOVERED 1990
 KU4700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4683 ***********************************************************************
 KU4683  DESIGNATION -  06E 03N
 KU4683  PID         -  KU4683
 KU4683  STATE/COUNTY-  NY/NASSAU
 KU4683  USGS QUAD   -  LAWRENCE (1979)
 KU4683
 KU4683                         *CURRENT SURVEY CONTROL
 KU4683  ___________________________________________________________________
 KU4683* NAD 83(1996)-  40 35 56.31185(N)    073 39 57.07850(W)     ADJUSTED  
 KU4683* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 KU4683  ___________________________________________________________________
 KU4683  X           -   1,363,913.690 (meters)                     COMP
 KU4683  Y           -  -4,653,923.762 (meters)                     COMP
 KU4683  Z           -   4,128,691.217 (meters)                     COMP
 KU4683  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KU4683  ELLIP HEIGHT-         -30.64  (meters)          (12/03/02) GPS OBS
 KU4683  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU4683
 KU4683  HORZ ORDER  -  FIRST
 KU4683  ELLP ORDER  -  FOURTH    CLASS II
 KU4683
 KU4683.The horizontal coordinates were established by GPS observations
 KU4683.and adjusted by the National Geodetic Survey in January 1999..
 KU4683
 KU4683.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4683
 KU4683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4683
 KU4683.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4683
 KU4683.The ellipsoidal height was determined by GPS observations
 KU4683.and is referenced to NAD 83.
 KU4683
 KU4683.The geoid height was determined by GEOID03.
 KU4683
 KU4683;                    North         East     Units Scale Factor Converg.
 KU4683;SPC NY L     -    48,059.837   328,283.100   MT  1.00000446   +0 13 06.8
 KU4683;SPC NY L     -   157,676.32  1,077,042.14   sFT  1.00000446   +0 13 06.8
 KU4683;UTM  18      - 4,495,096.436   612,882.513   MT  0.99975685   +0 52 05.9
 KU4683
 KU4683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4683!SPC NY L     -   1.00000481  x   1.00000446  =   1.00000927
 KU4683!UTM  18      -   1.00000481  x   0.99975685  =   0.99976166
 KU4683
 KU4683:                Primary Azimuth Mark                     Grid Az
 KU4683:SPC NY L     -  06E 02N                                  200 11 29.7
 KU4683:UTM  18      -  06E 02N                                  199 32 30.6
 KU4683
 KU4683|---------------------------------------------------------------------|
 KU4683| PID    Reference Object                     Distance      Geod. Az  |
 KU4683|                                                           dddmmss.s |
 KU4683| KU4682 06E 02N                             APPROX. 1.0 KM 2002436.5 |
 KU4683| KU4701 06E 03N AZ                          320.684 METERS 32435     |
 KU4683|---------------------------------------------------------------------|
 KU4683
 KU4683                          SUPERSEDED SURVEY CONTROL
 KU4683
 KU4683  ELLIP H (09/01/99)  -30.64   (m)                       GP(       ) 4 1
 KU4683  NAD 83(1986)-  40 35 56.31567(N)    073 39 57.07686(W) AD(       ) 1
 KU4683  NGVD 29 (03/24/92)    1.6    (m)            5.     (f) GPS OBS        
 KU4683
 KU4683.Superseded values are not recommended for survey control.
 KU4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4683.See file dsdata.txt to determine how the superseded data were derived.
 KU4683
 KU4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1288395096(NAD 83)
 KU4683_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4683_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4683_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4683_STAMPING: 06E03N
 KU4683_MARK LOGO: NYDPW 
 KU4683_PROJECTION: RECESSED 8 CENTIMETERS
 KU4683_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4683+STABILITY: POSITION/ELEVATION WELL
 KU4683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4683+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4683_ROD/PIPE-DEPTH: 20.3 meters
 KU4683_SLEEVE-DEPTH  : 1.52 meters
 KU4683
 KU4683  HISTORY     - Date     Condition        Report By
 KU4683  HISTORY     - 1989     MONUMENTED       SBAS
 KU4683  HISTORY     - 19910308 GOOD
 KU4683
 KU4683                          STATION DESCRIPTION
 KU4683
 KU4683'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4683'THE POINT IS LOCATED IN HARBOR ISLE, TOWN OF HEMPSTEAD, 15 FEET
 KU4683'(4.6 M) EAST OF THE CENTERLINE OF ISLAND PARK PLACE AND 44 FEET
 KU4683'(13.4 M) SOUTH OF THE CENTERLINE OF ISLAND PARKWAY SOUTH,IN THE
 KU4683'CONCRETE SIDEWALK.
 KU4683'THE LOCATION TIES ARE 25.1 FEET (7.7 M) FROM THE CATCH BASIN ON ISLAND
 KU4683'PARKWAY SOUTH,  38.8 FEET (11.8 M) FROM THE DRAIN MANHOLE AND 26.7
 KU4683'FEET (8.1 M) FROM THE SEWER MANHOLE.
 KU4683
 KU4683                          STATION RECOVERY (1991)
 KU4683
 KU4683'RECOVERED 1991
 KU4683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4701 ***********************************************************************
 KU4701  DESIGNATION -  06E 03N AZ
 KU4701  PID         -  KU4701
 KU4701  STATE/COUNTY-  NY/NASSAU
 KU4701  USGS QUAD   -  LAWRENCE (1979)
 KU4701
 KU4701                         *CURRENT SURVEY CONTROL
 KU4701  ___________________________________________________________________
 KU4701* NAD 83(1996)-  40 36 04.78455(N)    073 40 04.98242(W)     ADJUSTED  
 KU4701* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4701  ___________________________________________________________________
 KU4701  X           -   1,363,687.653 (meters)                     COMP
 KU4701  Y           -  -4,653,813.236 (meters)                     COMP
 KU4701  Z           -   4,128,890.036 (meters)                     COMP
 KU4701  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KU4701  ELLIP HEIGHT-         -30.05  (meters)          (12/03/02) GPS OBS
 KU4701  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU4701
 KU4701  HORZ ORDER  -  FIRST
 KU4701  ELLP ORDER  -  FOURTH    CLASS II
 KU4701
 KU4701.The horizontal coordinates were established by GPS observations
 KU4701.and adjusted by the National Geodetic Survey in January 1999..
 KU4701
 KU4701.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4701
 KU4701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4701
 KU4701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4701
 KU4701.The ellipsoidal height was determined by GPS observations
 KU4701.and is referenced to NAD 83.
 KU4701
 KU4701.The geoid height was determined by GEOID03.
 KU4701
 KU4701;                    North         East     Units Scale Factor Converg.
 KU4701;SPC NY L     -    48,320.480   328,096.274   MT  1.00000428   +0 13 01.6
 KU4701;SPC NY L     -   158,531.44  1,076,429.19   sFT  1.00000428   +0 13 01.6
 KU4701;UTM  18      - 4,495,354.880   612,692.789   MT  0.99975632   +0 52 00.9
 KU4701
 KU4701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4701!SPC NY L     -   1.00000471  x   1.00000428  =   1.00000899
 KU4701!UTM  18      -   1.00000471  x   0.99975632  =   0.99976103
 KU4701
 KU4701:                Primary Azimuth Mark                     Grid Az
 KU4701:SPC NY L     -  06E 02N                                  187 06 52.8
 KU4701:UTM  18      -  06E 02N                                  186 27 53.5
 KU4701
 KU4701|---------------------------------------------------------------------|
 KU4701| PID    Reference Object                     Distance      Geod. Az  |
 KU4701|                                                           dddmmss.s |
 KU4701| KU4682 06E 02N                             APPROX. 1.2 KM 1871954.4 |
 KU4701|---------------------------------------------------------------------|
 KU4701
 KU4701                          SUPERSEDED SURVEY CONTROL
 KU4701
 KU4701  ELLIP H (09/01/99)  -30.05   (m)                       GP(       ) 4 1
 KU4701  NAD 83(1986)-  40 36 04.78840(N)    073 40 04.98084(W) AD(       ) 1
 KU4701  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4701
 KU4701.Superseded values are not recommended for survey control.
 KU4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4701.See file dsdata.txt to determine how the superseded data were derived.
 KU4701
 KU4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1269395355(NAD 83)
 KU4701_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4701_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4701_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4701_STAMPING: 06E03NAZ
 KU4701_MARK LOGO: NYDPW 
 KU4701_PROJECTION: RECESSED 8 CENTIMETERS
 KU4701_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4701+STABILITY: POSITION/ELEVATION WELL
 KU4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4701+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4701_ROD/PIPE-DEPTH: 20.6 meters
 KU4701_SLEEVE-DEPTH  : 1.52 meters
 KU4701
 KU4701  HISTORY     - Date     Condition        Report By
 KU4701  HISTORY     - 1989     MONUMENTED       SBAS
 KU4701  HISTORY     - 19910308 GOOD
 KU4701
 KU4701                          STATION DESCRIPTION
 KU4701
 KU4701'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4701'THE POINT IS LOCATED IN HARBOR ISLE, TOWN OF HEMPSTEAD, 28 FEET
 KU4701'(8.5 M) SOUTH OF THE CENTERLINE OF ISLAND PARKWAY WEST AND 196 FEET
 KU4701'(59.7 M) WEST OF THE CENTERLINE OF FRANKLIN AVENUE,IN THE CONCRETE
 KU4701'SIDEWALK.
 KU4701'THE LOCATION TIES ARE 37.7 FEET (11.5 M) FROM THE UTILITY POLE, 0.8
 KU4701'FEET (0.2 M) FROM THE BACK OF THE WALK AND 88.9 FEET (27.1 M) FROM
 KU4701'UTILITY POLE NUMBER 31.
 KU4701
 KU4701                          STATION RECOVERY (1991)
 KU4701
 KU4701'RECOVERED 1991
 KU4701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4684 ***********************************************************************
 KU4684  DESIGNATION -  06E 05N
 KU4684  PID         -  KU4684
 KU4684  STATE/COUNTY-  NY/NASSAU
 KU4684  USGS QUAD   -  LYNBROOK (1969)
 KU4684
 KU4684                         *CURRENT SURVEY CONTROL
 KU4684  ___________________________________________________________________
 KU4684* NAD 83(1996)-  40 37 44.67450(N)    073 40 10.38927(W)     ADJUSTED  
 KU4684* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 KU4684  ___________________________________________________________________
 KU4684  X           -   1,363,001.555 (meters)                     COMP
 KU4684  Y           -  -4,651,923.684 (meters)                     COMP
 KU4684  Z           -   4,131,228.604 (meters)                     COMP
 KU4684  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KU4684  ELLIP HEIGHT-         -30.63  (meters)          (12/03/02) GPS OBS
 KU4684  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KU4684
 KU4684  HORZ ORDER  -  FIRST
 KU4684  ELLP ORDER  -  FOURTH    CLASS II
 KU4684
 KU4684.The horizontal coordinates were established by GPS observations
 KU4684.and adjusted by the National Geodetic Survey in January 1999..
 KU4684
 KU4684.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4684
 KU4684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4684
 KU4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4684
 KU4684.The ellipsoidal height was determined by GPS observations
 KU4684.and is referenced to NAD 83.
 KU4684
 KU4684.The geoid height was determined by GEOID03.
 KU4684
 KU4684;                    North         East     Units Scale Factor Converg.
 KU4684;SPC NY L     -    51,401.217   327,957.529   MT  1.00000230   +0 12 58.1
 KU4684;SPC NY L     -   168,638.83  1,075,973.99   sFT  1.00000230   +0 12 58.1
 KU4684;UTM  18      - 4,498,433.084   612,519.146   MT  0.99975584   +0 51 59.1
 KU4684
 KU4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4684!SPC NY L     -   1.00000480  x   1.00000230  =   1.00000710
 KU4684!UTM  18      -   1.00000480  x   0.99975584  =   0.99976064
 KU4684
 KU4684|---------------------------------------------------------------------|
 KU4684| PID    Reference Object                     Distance      Geod. Az  |
 KU4684|                                                           dddmmss.s |
 KU4684| KU4702 06E 05N AZ                          368.161 METERS 01546     |
 KU4684| KU4685 06E 06N                             APPROX. 1.5 KM 3595818.0 |
 KU4684|---------------------------------------------------------------------|
 KU4684
 KU4684                          SUPERSEDED SURVEY CONTROL
 KU4684
 KU4684  ELLIP H (09/01/99)  -30.63   (m)                       GP(       ) 4 1
 KU4684  NAD 83(1996)-  40 37 44.67802(N)    073 40 10.38804(W) AD(       ) 1
 KU4684  NAD 83(1992)-  40 37 44.67800(N)    073 40 10.38799(W) AD(       ) 1
 KU4684  NAD 83(1986)-  40 37 44.67813(N)    073 40 10.38824(W) AD(       ) 1
 KU4684  NGVD 29 (03/24/92)    1.6    (m)            5.     (f) GPS OBS        
 KU4684
 KU4684.Superseded values are not recommended for survey control.
 KU4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4684.See file dsdata.txt to determine how the superseded data were derived.
 KU4684
 KU4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1251998433(NAD 83)
 KU4684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4684_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4684_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4684_STAMPING: 06E05N
 KU4684_MARK LOGO: NYDPW 
 KU4684_PROJECTION: RECESSED 8 CENTIMETERS
 KU4684_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4684+STABILITY: POSITION/ELEVATION WELL
 KU4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4684+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 KU4684_ROD/PIPE-DEPTH: 20.6 meters
 KU4684_SLEEVE-DEPTH  : 1.52 meters
 KU4684
 KU4684  HISTORY     - Date     Condition        Report By
 KU4684  HISTORY     - 1990     MONUMENTED       SBAS
 KU4684  HISTORY     - 19910326 GOOD
 KU4684
 KU4684                          STATION DESCRIPTION
 KU4684
 KU4684'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4684'THE POINT IS LOCATED IN BAY PARK, TOWN OF HEMPSTEAD, 43 FEET (13.1 M)
 KU4684'NORTH OF THE CENTERLINE OF COOKE STREET EAST AND 23 FEET (7.0 M) WEST
 KU4684'OF THE CENTERLINE OF EAST BOULEVARD,IN THE GRASS AREA BETWEEN THE
 KU4684'CURB AND THE CANAL.
 KU4684'THE LOCATION TIES ARE 49.7 FEET (15.1 M) FROM THE CENTER OF THE SEWER
 KU4684'MANHOLE, 22.9 FEET (7.0 M) FROM THE CENTER OF THE LONG ISLAND
 KU4684'LIGHTING COMPANY UTILITY POLE AND 95.5 FEET (29.1 M) FROM THE
 KU4684'HYDRANT.
 KU4684
 KU4684                          STATION RECOVERY (1991)
 KU4684
 KU4684'RECOVERED 1991
 KU4684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4702 ***********************************************************************
 KU4702  DESIGNATION -  06E 05N AZ
 KU4702  PID         -  KU4702
 KU4702  STATE/COUNTY-  NY/NASSAU
 KU4702  USGS QUAD   -  LYNBROOK (1969)
 KU4702
 KU4702                         *CURRENT SURVEY CONTROL
 KU4702  ___________________________________________________________________
 KU4702* NAD 83(1996)-  40 37 56.16113(N)    073 40 06.13425(W)     ADJUSTED  
 KU4702* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU4702  ___________________________________________________________________
 KU4702  X           -   1,363,032.714 (meters)                     COMP
 KU4702  Y           -  -4,651,674.405 (meters)                     COMP
 KU4702  Z           -   4,131,497.733 (meters)                     COMP
 KU4702  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 KU4702  ELLIP HEIGHT-         -30.28  (meters)          (12/03/02) GPS OBS
 KU4702  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU4702
 KU4702  HORZ ORDER  -  FIRST
 KU4702  ELLP ORDER  -  FOURTH    CLASS II
 KU4702
 KU4702.The horizontal coordinates were established by GPS observations
 KU4702.and adjusted by the National Geodetic Survey in January 1999..
 KU4702
 KU4702.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4702
 KU4702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4702
 KU4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4702
 KU4702.The ellipsoidal height was determined by GPS observations
 KU4702.and is referenced to NAD 83.
 KU4702
 KU4702.The geoid height was determined by GEOID03.
 KU4702
 KU4702;                    North         East     Units Scale Factor Converg.
 KU4702;SPC NY L     -    51,755.914   328,056.186   MT  1.00000209   +0 13 00.9
 KU4702;SPC NY L     -   169,802.53  1,076,297.67   sFT  1.00000209   +0 13 00.9
 KU4702;UTM  18      - 4,498,788.789   612,613.747   MT  0.99975610   +0 52 02.1
 KU4702
 KU4702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4702!SPC NY L     -   1.00000475  x   1.00000209  =   1.00000684
 KU4702!UTM  18      -   1.00000475  x   0.99975610  =   0.99976085
 KU4702
 KU4702|---------------------------------------------------------------------|
 KU4702| PID    Reference Object                     Distance      Geod. Az  |
 KU4702|                                                           dddmmss.s |
 KU4702| KU4684 06E 05N                             368.161 METERS 19546     |
 KU4702| KU4685 06E 06N                             APPROX. 1.1 KM 3545740.0 |
 KU4702|---------------------------------------------------------------------|
 KU4702
 KU4702                          SUPERSEDED SURVEY CONTROL
 KU4702
 KU4702  ELLIP H (09/01/99)  -30.27   (m)                       GP(       ) 4 1
 KU4702  NAD 83(1996)-  40 37 56.16461(N)    073 40 06.13302(W) AD(       ) 1
 KU4702  NAD 83(1992)-  40 37 56.16457(N)    073 40 06.13296(W) AD(       ) 1
 KU4702  NAD 83(1986)-  40 37 56.16470(N)    073 40 06.13326(W) AD(       ) 1
 KU4702  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU4702
 KU4702.Superseded values are not recommended for survey control.
 KU4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4702.See file dsdata.txt to determine how the superseded data were derived.
 KU4702
 KU4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1261498789(NAD 83)
 KU4702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4702_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4702_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4702_STAMPING: 06E05NAZ
 KU4702_MARK LOGO: NYDPW 
 KU4702_PROJECTION: RECESSED 8 CENTIMETERS
 KU4702_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4702+STABILITY: POSITION/ELEVATION WELL
 KU4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4702+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4702_ROD/PIPE-DEPTH: 20.6 meters
 KU4702_SLEEVE-DEPTH  : 1.52 meters
 KU4702
 KU4702  HISTORY     - Date     Condition        Report By
 KU4702  HISTORY     - 1990     MONUMENTED       SBAS
 KU4702  HISTORY     - 19910305 GOOD
 KU4702
 KU4702                          STATION DESCRIPTION
 KU4702
 KU4702'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4702'THE POINT IS LOCATED IN BAY PARK, TOWN OF HEMPSTEAD, ON THE CENTERLINE
 KU4702'OF THE EXTENDED HUDSON STREET EAST AND 21 FEET (6.4 M) WEST OF THE
 KU4702'CENTERLINE OF EAST BOUVEVARD,IN THE GRASS AREA BETWEEN THE CURB AND
 KU4702'THE CANAL.
 KU4702'THE LOCATION TIES ARE 47.5 FEET (14.5 M) FROM THE CENTER OF THE
 KU4702'HYDRANT, 22.2 FEET (6.8 M) FROM THE CENTER OF THE SOUTHERLY UTILITY
 KU4702'POLE AND 25.4 FEET (7.7 M) FROM THE NORTH WEST CORNER OF THE CONCRETE
 KU4702'BLOCK UTILITY PIT.
 KU4702
 KU4702                          STATION RECOVERY (1991)
 KU4702
 KU4702'RECOVERED 1991
 KU4702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4685 ***********************************************************************
 KU4685  DESIGNATION -  06E 06N
 KU4685  PID         -  KU4685
 KU4685  STATE/COUNTY-  NY/NASSAU
 KU4685  USGS QUAD   -  LYNBROOK (1969)
 KU4685
 KU4685                         *CURRENT SURVEY CONTROL
 KU4685  ___________________________________________________________________
 KU4685* NAD 83(1996)-  40 38 33.19268(N)    073 40 10.42076(W)     ADJUSTED  
 KU4685* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KU4685  ___________________________________________________________________
 KU4685  X           -   1,362,727.113 (meters)                     COMP
 KU4685  Y           -  -4,650,989.646 (meters)                     COMP
 KU4685  Z           -   4,132,365.299 (meters)                     COMP
 KU4685  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 KU4685  ELLIP HEIGHT-         -29.13  (meters)          (12/03/02) GPS OBS
 KU4685  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU4685
 KU4685  HORZ ORDER  -  FIRST
 KU4685  ELLP ORDER  -  FOURTH    CLASS II
 KU4685
 KU4685.The horizontal coordinates were established by GPS observations
 KU4685.and adjusted by the National Geodetic Survey in January 1999..
 KU4685
 KU4685.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4685
 KU4685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4685
 KU4685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4685
 KU4685.The ellipsoidal height was determined by GPS observations
 KU4685.and is referenced to NAD 83.
 KU4685
 KU4685.The geoid height was determined by GEOID03.
 KU4685
 KU4685;                    North         East     Units Scale Factor Converg.
 KU4685;SPC NY L     -    52,897.815   327,951.144   MT  1.00000143   +0 12 58.1
 KU4685;SPC NY L     -   173,548.91  1,075,953.04   sFT  1.00000143   +0 12 58.1
 KU4685;UTM  18      - 4,499,929.145   612,495.778   MT  0.99975577   +0 51 60.0
 KU4685
 KU4685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4685!SPC NY L     -   1.00000457  x   1.00000143  =   1.00000600
 KU4685!UTM  18      -   1.00000457  x   0.99975577  =   0.99976034
 KU4685
 KU4685:                Primary Azimuth Mark                     Grid Az
 KU4685:SPC NY L     -  06E 05N                                  179 45 19.9
 KU4685:UTM  18      -  06E 05N                                  179 06 18.0
 KU4685
 KU4685|---------------------------------------------------------------------|
 KU4685| PID    Reference Object                     Distance      Geod. Az  |
 KU4685|                                                           dddmmss.s |
 KU4685| KU4684 06E 05N                             APPROX. 1.5 KM 1795818.0 |
 KU4685| KU4703 06E 06N AZ                          205.209 METERS 35850     |
 KU4685|---------------------------------------------------------------------|
 KU4685
 KU4685                          SUPERSEDED SURVEY CONTROL
 KU4685
 KU4685  ELLIP H (09/01/99)  -29.13   (m)                       GP(       ) 4 1
 KU4685  NAD 83(1996)-  40 38 33.19614(N)    073 40 10.41951(W) AD(       ) 1
 KU4685  NAD 83(1992)-  40 38 33.19611(N)    073 40 10.41944(W) AD(       ) 1
 KU4685  NAD 83(1986)-  40 38 33.19629(N)    073 40 10.41997(W) AD(       ) 1
 KU4685  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4685
 KU4685.Superseded values are not recommended for survey control.
 KU4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4685.See file dsdata.txt to determine how the superseded data were derived.
 KU4685
 KU4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1249699929(NAD 83)
 KU4685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4685_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4685_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4685_STAMPING: 06E06N
 KU4685_MARK LOGO: NYDPW 
 KU4685_PROJECTION: RECESSED 8 CENTIMETERS
 KU4685_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4685+STABILITY: POSITION/ELEVATION WELL
 KU4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4685+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4685_ROD/PIPE-DEPTH: 13.9 meters
 KU4685_SLEEVE-DEPTH  : 1.52 meters
 KU4685
 KU4685  HISTORY     - Date     Condition        Report By
 KU4685  HISTORY     - 1989     MONUMENTED       SBAS
 KU4685
 KU4685                          STATION DESCRIPTION
 KU4685
 KU4685'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4685'THE POINT IS LOCATED IN EAST ROCKAWAY, TOWN OF HEMPSTEAD, 20 FEET
 KU4685'(6.1 M) WEST OF THE CENTERLINE OF CARMAN STREET AND 174 FEET
 KU4685'(53.0 M) NORTH OF THE CENTERLINE OF MAIN STREET,IN THE CONCRETE
 KU4685'SIDEWALK.
 KU4685'THE LOCATION TIES ARE 40.3 FEET (12.3 M) FROM THE CENTERLINE OF THE
 KU4685'NEW YORK TELEPHONE POLE NUMBER 26J, 42.4 FEET (12.9 M) FROM THE NORTH
 KU4685'EAST CORNER OF HOUSE NUMBER 195 AND 44.6 FEET (13.6 M) FROM THE NORTH
 KU4685'EAST CORNER OF THE SOUTHERLY PORTION OF HOUSE NUMBER 195 BY THE
 KU4685'STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4703 ***********************************************************************
 KU4703  DESIGNATION -  06E 06N AZ
 KU4703  PID         -  KU4703
 KU4703  STATE/COUNTY-  NY/NASSAU
 KU4703  USGS QUAD   -  LYNBROOK (1969)
 KU4703
 KU4703                         *CURRENT SURVEY CONTROL
 KU4703  ___________________________________________________________________
 KU4703* NAD 83(1996)-  40 38 39.84393(N)    073 40 10.59771(W)     ADJUSTED  
 KU4703* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 KU4703  ___________________________________________________________________
 KU4703  X           -   1,362,685.783 (meters)                     COMP
 KU4703  Y           -  -4,650,863.373 (meters)                     COMP
 KU4703  Z           -   4,132,521.691 (meters)                     COMP
 KU4703  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KU4703  ELLIP HEIGHT-         -28.03  (meters)          (12/03/02) GPS OBS
 KU4703  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU4703
 KU4703  HORZ ORDER  -  FIRST
 KU4703  ELLP ORDER  -  FOURTH    CLASS II
 KU4703
 KU4703.The horizontal coordinates were established by GPS observations
 KU4703.and adjusted by the National Geodetic Survey in January 1999..
 KU4703
 KU4703.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4703
 KU4703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4703
 KU4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4703
 KU4703.The ellipsoidal height was determined by GPS observations
 KU4703.and is referenced to NAD 83.
 KU4703
 KU4703.The geoid height was determined by GEOID03.
 KU4703
 KU4703;                    North         East     Units Scale Factor Converg.
 KU4703;SPC NY L     -    53,102.966   327,946.212   MT  1.00000131   +0 12 58.0
 KU4703;SPC NY L     -   174,221.98  1,075,936.86   sFT  1.00000131   +0 12 58.0
 KU4703;UTM  18      - 4,500,134.175   612,488.519   MT  0.99975575   +0 51 60.0
 KU4703
 KU4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4703!SPC NY L     -   1.00000440  x   1.00000131  =   1.00000571
 KU4703!UTM  18      -   1.00000440  x   0.99975575  =   0.99976015
 KU4703
 KU4703|---------------------------------------------------------------------|
 KU4703| PID    Reference Object                     Distance      Geod. Az  |
 KU4703|                                                           dddmmss.s |
 KU4703| KU4685 06E 06N                             205.209 METERS 17850     |
 KU4703|---------------------------------------------------------------------|
 KU4703
 KU4703                          SUPERSEDED SURVEY CONTROL
 KU4703
 KU4703  ELLIP H (09/01/99)  -28.03   (m)                       GP(       ) 4 1
 KU4703  NAD 83(1996)-  40 38 39.84735(N)    073 40 10.59647(W) AD(       ) 1
 KU4703  NAD 83(1992)-  40 38 39.84730(N)    073 40 10.59637(W) AD(       ) 1
 KU4703  NAD 83(1986)-  40 38 39.84749(N)    073 40 10.59693(W) AD(       ) 1
 KU4703  NGVD 29 (03/24/92)    4.1    (m)           13.     (f) GPS OBS        
 KU4703
 KU4703.Superseded values are not recommended for survey control.
 KU4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4703.See file dsdata.txt to determine how the superseded data were derived.
 KU4703
 KU4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1248900134(NAD 83)
 KU4703_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4703_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4703_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4703_STAMPING: 06E06NAZ
 KU4703_MARK LOGO: NYDPW 
 KU4703_PROJECTION: RECESSED 8 CENTIMETERS
 KU4703_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4703+STABILITY: POSITION/ELEVATION WELL
 KU4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4703+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1990
 KU4703_ROD/PIPE-DEPTH: 20.6 meters
 KU4703_SLEEVE-DEPTH  : 1.52 meters
 KU4703
 KU4703  HISTORY     - Date     Condition        Report By
 KU4703  HISTORY     - 1989     MONUMENTED       SBAS
 KU4703  HISTORY     - 19900427 GOOD
 KU4703
 KU4703                          STATION DESCRIPTION
 KU4703
 KU4703'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4703'THE POINT IS LOCATED IN EAST ROCKAWAY, TOWN OF HEMPSTEAD, 20 FEET
 KU4703'(6.1 M) WEST OF THE CENTERLINE, OF CARMAN STREET AND 391 FEET
 KU4703'(119.2 M) SOUTH OF THE CENTERLINE OF SACHEM STREET,IN THE CONCRETE
 KU4703'SIDEWALK.
 KU4703'THE LOCATION TIES ARE 20.4 FEET (6.2 M) FROM THE CENTER OF THE
 KU4703'HYDRANT, 46.7 FEET (14.2 M) FROM THE NORTH EAST CORNER OF HOUSE
 KU4703'NUMBER 143 AND 47.6 FEET (14.5 M) FROM THE SOUTH EAST CORNER OF HOUSE
 KU4703'NUMBER 143.
 KU4703
 KU4703                          STATION RECOVERY (1990)
 KU4703
 KU4703'RECOVERED 1990
 KU4703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4686 ***********************************************************************
 KU4686  DESIGNATION -  06E 07N
 KU4686  PID         -  KU4686
 KU4686  STATE/COUNTY-  NY/NASSAU
 KU4686  USGS QUAD   -  LYNBROOK (1969)
 KU4686
 KU4686                         *CURRENT SURVEY CONTROL
 KU4686  ___________________________________________________________________
 KU4686* NAD 83(1996)-  40 39 34.71432(N)    073 40 16.54835(W)     ADJUSTED  
 KU4686* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 KU4686  ___________________________________________________________________
 KU4686  X           -   1,362,242.090 (meters)                     COMP
 KU4686  Y           -  -4,649,846.185 (meters)                     COMP
 KU4686  Z           -   4,133,807.280 (meters)                     COMP
 KU4686  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 KU4686  ELLIP HEIGHT-         -25.75  (meters)          (12/03/02) GPS OBS
 KU4686  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KU4686
 KU4686  HORZ ORDER  -  FIRST
 KU4686  ELLP ORDER  -  FOURTH    CLASS II
 KU4686
 KU4686.The horizontal coordinates were established by GPS observations
 KU4686.and adjusted by the National Geodetic Survey in January 1999..
 KU4686
 KU4686.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4686
 KU4686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4686
 KU4686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4686
 KU4686.The ellipsoidal height was determined by GPS observations
 KU4686.and is referenced to NAD 83.
 KU4686
 KU4686.The geoid height was determined by GEOID03.
 KU4686
 KU4686;                    North         East     Units Scale Factor Converg.
 KU4686;SPC NY L     -    54,794.985   327,800.045   MT  1.00000040   +0 12 54.1
 KU4686;SPC NY L     -   179,773.21  1,075,457.31   sFT  1.00000040   +0 12 54.1
 KU4686;UTM  18      - 4,501,824.011   612,323.186   MT  0.99975529   +0 51 57.1
 KU4686
 KU4686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4686!SPC NY L     -   1.00000404  x   1.00000040  =   1.00000444
 KU4686!UTM  18      -   1.00000404  x   0.99975529  =   0.99975933
 KU4686
 KU4686|---------------------------------------------------------------------|
 KU4686| PID    Reference Object                     Distance      Geod. Az  |
 KU4686|                                                           dddmmss.s |
 KU4686| KU4704 06E 07N AZ                          246.957 METERS 27044     |
 KU4686|---------------------------------------------------------------------|
 KU4686
 KU4686                          SUPERSEDED SURVEY CONTROL
 KU4686
 KU4686  ELLIP H (09/01/99)  -25.75   (m)                       GP(       ) 4 1
 KU4686  NAD 83(1996)-  40 39 34.71775(N)    073 40 16.54710(W) AD(       ) 1
 KU4686  NAD 83(1992)-  40 39 34.71770(N)    073 40 16.54702(W) AD(       ) 1
 KU4686  NAD 83(1986)-  40 39 34.71786(N)    073 40 16.54767(W) AD(       ) 1
 KU4686  NGVD 29 (03/24/92)    6.3    (m)           21.     (f) GPS OBS        
 KU4686
 KU4686.Superseded values are not recommended for survey control.
 KU4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4686.See file dsdata.txt to determine how the superseded data were derived.
 KU4686
 KU4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1232301824(NAD 83)
 KU4686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4686_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4686_STAMPING: 06E07N
 KU4686_MARK LOGO: NYDPW 
 KU4686_PROJECTION: RECESSED 8 CENTIMETERS
 KU4686_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4686+STABILITY: POSITION/ELEVATION WELL
 KU4686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4686+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 KU4686_ROD/PIPE-DEPTH: 10.9 meters
 KU4686_SLEEVE-DEPTH  : 1.52 meters
 KU4686
 KU4686  HISTORY     - Date     Condition        Report By
 KU4686  HISTORY     - 1990     MONUMENTED       SBAS
 KU4686  HISTORY     - 19910129 GOOD
 KU4686
 KU4686                          STATION DESCRIPTION
 KU4686
 KU4686'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4686'THE POINT IS LOCATED IN LYNBROOK, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4686'SOUTH OF THE CENTERLINE OF NOBLE STREET AND 81 FEET (24.7 M) WEST OF
 KU4686'THE CENTERLINE OF HEMPSTEAD AVENUE,IN THE CONCRETE SIDEWALK.
 KU4686'THE LOCATION TIES ARE 38.2 FEET (11.6 M) FROM THE LONG ISLAND LIGHTING
 KU4686'UTILITY POLE, 49.8 FEET (15.2 M) FROM THE MANHOLE CASTING OF THE
 KU4686'CATCH BASIN ON THE SOUTH SIDE OF NOBLE STREET AND 16.7 FEET (5.1 M)
 KU4686'FROM THE SEWER MANHOLE.
 KU4686
 KU4686                          STATION RECOVERY (1991)
 KU4686
 KU4686'RECOVERED 1991
 KU4686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4704 ***********************************************************************
 KU4704  DESIGNATION -  06E 07N AZ
 KU4704  PID         -  KU4704
 KU4704  STATE/COUNTY-  NY/NASSAU
 KU4704  USGS QUAD   -  LYNBROOK (1969)
 KU4704
 KU4704                         *CURRENT SURVEY CONTROL
 KU4704  ___________________________________________________________________
 KU4704* NAD 83(1996)-  40 39 34.81598(N)    073 40 27.06047(W)     ADJUSTED  
 KU4704* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 KU4704  ___________________________________________________________________
 KU4704  X           -   1,362,004.389 (meters)                     COMP
 KU4704  Y           -  -4,649,913.135 (meters)                     COMP
 KU4704  Z           -   4,133,809.202 (meters)                     COMP
 KU4704  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KU4704  ELLIP HEIGHT-         -26.45  (meters)          (12/03/02) GPS OBS
 KU4704  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KU4704
 KU4704  HORZ ORDER  -  FIRST
 KU4704  ELLP ORDER  -  FOURTH    CLASS II
 KU4704
 KU4704.The horizontal coordinates were established by GPS observations
 KU4704.and adjusted by the National Geodetic Survey in January 1999..
 KU4704
 KU4704.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4704
 KU4704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4704
 KU4704.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4704
 KU4704.The ellipsoidal height was determined by GPS observations
 KU4704.and is referenced to NAD 83.
 KU4704
 KU4704.The geoid height was determined by GEOID03.
 KU4704
 KU4704;                    North         East     Units Scale Factor Converg.
 KU4704;SPC NY L     -    54,797.199   327,553.098   MT  1.00000040   +0 12 47.2
 KU4704;SPC NY L     -   179,780.48  1,074,647.12   sFT  1.00000040   +0 12 47.2
 KU4704;UTM  18      - 4,501,823.420   612,076.291   MT  0.99975461   +0 51 50.2
 KU4704
 KU4704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4704!SPC NY L     -   1.00000415  x   1.00000040  =   1.00000455
 KU4704!UTM  18      -   1.00000415  x   0.99975461  =   0.99975876
 KU4704
 KU4704:                Primary Azimuth Mark                     Grid Az
 KU4704:SPC NY L     -  06E 08N                                  018 58 38.4
 KU4704:UTM  18      -  06E 08N                                  018 19 35.4
 KU4704
 KU4704|---------------------------------------------------------------------|
 KU4704| PID    Reference Object                     Distance      Geod. Az  |
 KU4704|                                                           dddmmss.s |
 KU4704| KU4687 06E 08N                             APPROX. 1.3 KM 0191125.6 |
 KU4704| KU4686 06E 07N                             246.957 METERS 09044     |
 KU4704|---------------------------------------------------------------------|
 KU4704
 KU4704                          SUPERSEDED SURVEY CONTROL
 KU4704
 KU4704  ELLIP H (09/01/99)  -26.45   (m)                       GP(       ) 4 1
 KU4704  NAD 83(1996)-  40 39 34.81937(N)    073 40 27.05922(W) AD(       ) 1
 KU4704  NAD 83(1992)-  40 39 34.81932(N)    073 40 27.05913(W) AD(       ) 1
 KU4704  NAD 83(1986)-  40 39 34.81941(N)    073 40 27.05976(W) AD(       ) 1
 KU4704  NGVD 29 (03/24/92)    5.7    (m)           19.     (f) GPS OBS        
 KU4704
 KU4704.Superseded values are not recommended for survey control.
 KU4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4704.See file dsdata.txt to determine how the superseded data were derived.
 KU4704
 KU4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1207601823(NAD 83)
 KU4704_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4704_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4704_STAMPING: 06E07NAZ
 KU4704_MARK LOGO: NYDPW 
 KU4704_PROJECTION: RECESSED 8 CENTIMETERS
 KU4704_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4704+STABILITY: POSITION/ELEVATION WELL
 KU4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4704+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4704_ROD/PIPE-DEPTH: 20.6 meters
 KU4704_SLEEVE-DEPTH  : 1.52 meters
 KU4704
 KU4704  HISTORY     - Date     Condition        Report By
 KU4704  HISTORY     - 1990     MONUMENTED       SBAS
 KU4704  HISTORY     - 19910305 GOOD
 KU4704
 KU4704                          STATION DESCRIPTION
 KU4704
 KU4704'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4704'THE POINT IS LOCATED IN LYNBROOK, TOWN OF HEMPSTEAD, 19 FEET (5.8 M)
 KU4704'SOUTH OF THE CENTERLINE OF NOBLE STREET AND 181 FEET (55.2 M) EAST OF
 KU4704'THE CENTERLINE OF FOWLER AVENUE,IN THE CONCRETE SIDEWALK.
 KU4704'THE LOCATION TIES ARE 67.7 FEET (20.6 M) FROM THE LONG ISLAND LIGHTING
 KU4704'COMPANY UTILITY POLE NUMBER 7, 77.0 FEET (23.5 M) FROM THE LONG
 KU4704'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 8 AND 48.5 FEET (14.8 M)
 KU4704'FROM THE NORTH EAST CORNER OF HOUSE NUMBER 24.
 KU4704
 KU4704                          STATION RECOVERY (1991)
 KU4704
 KU4704'RECOVERED 1991
 KU4704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4687 ***********************************************************************
 KU4687  DESIGNATION -  06E 08N
 KU4687  PID         -  KU4687
 KU4687  STATE/COUNTY-  NY/NASSAU
 KU4687  USGS QUAD   -  LYNBROOK (1969)
 KU4687
 KU4687                         *CURRENT SURVEY CONTROL
 KU4687  ___________________________________________________________________
 KU4687* NAD 83(1996)-  40 40 13.67695(N)    073 40 09.29652(W)     ADJUSTED  
 KU4687* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 KU4687  ___________________________________________________________________
 KU4687  X           -   1,362,185.635 (meters)                     COMP
 KU4687  Y           -  -4,649,047.675 (meters)                     COMP
 KU4687  Z           -   4,134,719.786 (meters)                     COMP
 KU4687  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KU4687  ELLIP HEIGHT-         -24.43  (meters)          (12/03/02) GPS OBS
 KU4687  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU4687
 KU4687  HORZ ORDER  -  FIRST
 KU4687  ELLP ORDER  -  FOURTH    CLASS II
 KU4687
 KU4687.The horizontal coordinates were established by GPS observations
 KU4687.and adjusted by the National Geodetic Survey in January 1999..
 KU4687
 KU4687.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4687
 KU4687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4687
 KU4687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4687
 KU4687.The ellipsoidal height was determined by GPS observations
 KU4687.and is referenced to NAD 83.
 KU4687
 KU4687.The geoid height was determined by GEOID03.
 KU4687
 KU4687;                    North         East     Units Scale Factor Converg.
 KU4687;SPC NY L     -    55,997.479   327,965.856   MT  0.99999979   +0 12 58.8
 KU4687;SPC NY L     -   183,718.40  1,076,001.31   sFT  0.99999979   +0 12 58.8
 KU4687;UTM  18      - 4,503,028.017   612,475.289   MT  0.99975571   +0 52 02.5
 KU4687
 KU4687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4687!SPC NY L     -   1.00000383  x   0.99999979  =   1.00000362
 KU4687!UTM  18      -   1.00000383  x   0.99975571  =   0.99975954
 KU4687
 KU4687:                Primary Azimuth Mark                     Grid Az
 KU4687:SPC NY L     -  06E 07N AZ                               198 58 38.3
 KU4687:UTM  18      -  06E 07N AZ                               198 19 34.6
 KU4687
 KU4687|---------------------------------------------------------------------|
 KU4687| PID    Reference Object                     Distance      Geod. Az  |
 KU4687|                                                           dddmmss.s |
 KU4687| KU4704 06E 07N AZ                          APPROX. 1.3 KM 1991137.1 |
 KU4687|---------------------------------------------------------------------|
 KU4687
 KU4687                          SUPERSEDED SURVEY CONTROL
 KU4687
 KU4687  ELLIP H (09/01/99)  -24.42   (m)                       GP(       ) 4 1
 KU4687  NAD 83(1996)-  40 40 13.68031(N)    073 40 09.29529(W) AD(       ) 1
 KU4687  NAD 83(1992)-  40 40 13.68025(N)    073 40 09.29518(W) AD(       ) 1
 KU4687  NAD 83(1986)-  40 40 13.68043(N)    073 40 09.29590(W) AD(       ) 1
 KU4687  NGVD 29 (03/24/92)    7.6    (m)           25.     (f) GPS OBS        
 KU4687
 KU4687.Superseded values are not recommended for survey control.
 KU4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4687.See file dsdata.txt to determine how the superseded data were derived.
 KU4687
 KU4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1247503028(NAD 83)
 KU4687_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4687_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4687_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4687_STAMPING: 06E08N
 KU4687_MARK LOGO: NYDPW 
 KU4687_PROJECTION: RECESSED 8 CENTIMETERS
 KU4687_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4687+STABILITY: POSITION/ELEVATION WELL
 KU4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4687+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4687_ROD/PIPE-DEPTH: 20.6 meters
 KU4687_SLEEVE-DEPTH  : 1.52 meters
 KU4687
 KU4687  HISTORY     - Date     Condition        Report By
 KU4687  HISTORY     - 1989     MONUMENTED       SBAS
 KU4687
 KU4687                          STATION DESCRIPTION
 KU4687
 KU4687'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4687'THE POINT IS LOCATED IN MALVERNE, TOWN OF HEMPSTEAD, 27 FEET (8.2 M)
 KU4687'NORTH OF THE CENTERLINE OF CEDAR ROAD AND 20 FEET (6.1 M) EAST OF THE
 KU4687'CENTERLINE OF HANSON PLACE,IN THE CONCRETE SIDEWALK.
 KU4687'THE LOCATION TIES ARE 33.8 FEET (10.3 M) FROM THE CENTER OF THE SEWER
 KU4687'MANHOLE, 41.7 FEET (12.7 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU4687'13.4 FEET (4.1 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4705 ***********************************************************************
 KU4705  DESIGNATION -  06E 08N AZ
 KU4705  PID         -  KU4705
 KU4705  STATE/COUNTY-  NY/NASSAU
 KU4705  USGS QUAD   -  LYNBROOK (1969)
 KU4705
 KU4705                         *CURRENT SURVEY CONTROL
 KU4705  ___________________________________________________________________
 KU4705* NAD 83(1996)-  40 40 20.36832(N)    073 40 08.55154(W)     ADJUSTED  
 KU4705* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 KU4705  ___________________________________________________________________
 KU4705  X           -   1,362,164.892 (meters)                     COMP
 KU4705  Y           -  -4,648,914.654 (meters)                     COMP
 KU4705  Z           -   4,134,877.222 (meters)                     COMP
 KU4705  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KU4705  ELLIP HEIGHT-         -23.07  (meters)          (12/03/02) GPS OBS
 KU4705  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU4705
 KU4705  HORZ ORDER  -  FIRST
 KU4705  ELLP ORDER  -  FOURTH    CLASS II
 KU4705
 KU4705.The horizontal coordinates were established by GPS observations
 KU4705.and adjusted by the National Geodetic Survey in January 1999..
 KU4705
 KU4705.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4705
 KU4705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4705
 KU4705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4705
 KU4705.The ellipsoidal height was determined by GPS observations
 KU4705.and is referenced to NAD 83.
 KU4705
 KU4705.The geoid height was determined by GEOID03.
 KU4705
 KU4705;                    North         East     Units Scale Factor Converg.
 KU4705;SPC NY L     -    56,203.950   327,982.573   MT  0.99999969   +0 12 59.3
 KU4705;SPC NY L     -   184,395.79  1,076,056.16   sFT  0.99999969   +0 12 59.3
 KU4705;UTM  18      - 4,503,234.613   612,489.655   MT  0.99975575   +0 52 03.1
 KU4705
 KU4705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4705!SPC NY L     -   1.00000362  x   0.99999969  =   1.00000331
 KU4705!UTM  18      -   1.00000362  x   0.99975575  =   0.99975937
 KU4705
 KU4705|---------------------------------------------------------------------|
 KU4705| PID    Reference Object                     Distance      Geod. Az  |
 KU4705|                                                           dddmmss.s |
 KU4705| KU4687 06E 08N                             207.146 METERS 18451     |
 KU4705|---------------------------------------------------------------------|
 KU4705
 KU4705                          SUPERSEDED SURVEY CONTROL
 KU4705
 KU4705  ELLIP H (09/01/99)  -23.07   (m)                       GP(       ) 4 1
 KU4705  NAD 83(1996)-  40 40 20.37165(N)    073 40 08.55034(W) AD(       ) 1
 KU4705  NAD 83(1992)-  40 40 20.37158(N)    073 40 08.55023(W) AD(       ) 1
 KU4705  NAD 83(1986)-  40 40 20.37166(N)    073 40 08.55094(W) AD(       ) 1
 KU4705  NGVD 29 (03/24/92)    9.0    (m)           30.     (f) GPS OBS        
 KU4705
 KU4705.Superseded values are not recommended for survey control.
 KU4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4705.See file dsdata.txt to determine how the superseded data were derived.
 KU4705
 KU4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1249003235(NAD 83)
 KU4705_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4705_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4705_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4705_STAMPING: 06E08NAZ
 KU4705_MARK LOGO: NYDPW 
 KU4705_PROJECTION: RECESSED 8 CENTIMETERS
 KU4705_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4705+STABILITY: POSITION/ELEVATION WELL
 KU4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4705+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1990
 KU4705_ROD/PIPE-DEPTH: 20.6 meters
 KU4705_SLEEVE-DEPTH  : 1.52 meters
 KU4705
 KU4705  HISTORY     - Date     Condition        Report By
 KU4705  HISTORY     - 1989     MONUMENTED       SBAS
 KU4705  HISTORY     - 19900430 GOOD
 KU4705
 KU4705                          STATION DESCRIPTION
 KU4705
 KU4705'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4705'THE POINT IS LOCATED IN MALVERNE, TOWN OF HEMPSTEAD, 38 FEET (11.6 M)
 KU4705'SOUTH OF THE CENTERLINE OF JOHNSON AVENUE AND 20 FEET (6.1 M) EAST OF
 KU4705'THE CENTERLINE OF HANSON PLACE,IN THE CONCRETE SIDEWALK.
 KU4705'THE LOCATION TIES ARE 18.6 FEET (5.7 M) FROM THE NEW YORK TELEPHONE
 KU4705'UTILITY POLE NUMBER 1, 37.0 FEET (11.3 M) FROM THE NORTH WEST CORNER
 KU4705'OF HOUSE NUMBER 86 AND 54.8 FEET (16.7 M) FROM THE SOUTH WEST CORNER
 KU4705'OF HOUSE NUMBER 86.
 KU4705
 KU4705                          STATION RECOVERY (1990)
 KU4705
 KU4705'RECOVERED 1990
 KU4705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4688 ***********************************************************************
 KU4688  DESIGNATION -  06E 09N
 KU4688  PID         -  KU4688
 KU4688  STATE/COUNTY-  NY/NASSAU
 KU4688  USGS QUAD   -  LYNBROOK (1969)
 KU4688
 KU4688                         *CURRENT SURVEY CONTROL
 KU4688  ___________________________________________________________________
 KU4688* NAD 83(1996)-  40 41 08.68270(N)    073 40 12.87143(W)     ADJUSTED  
 KU4688* NAVD 88     -        14.0    (meters)      46.     (feet)  VERTCON   
 KU4688  ___________________________________________________________________
 KU4688  X           -   1,361,795.535 (meters)                     COMP
 KU4688  Y           -  -4,648,014.828 (meters)                     COMP
 KU4688  Z           -   4,136,010.928 (meters)                     COMP
 KU4688  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 KU4688  ELLIP HEIGHT-         -17.73  (meters)          (12/03/02) GPS OBS
 KU4688  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU4688
 KU4688  HORZ ORDER  -  FIRST
 KU4688  ELLP ORDER  -  FOURTH    CLASS II
 KU4688
 KU4688.The horizontal coordinates were established by GPS observations
 KU4688.and adjusted by the National Geodetic Survey in January 1999..
 KU4688
 KU4688.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4688
 KU4688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4688
 KU4688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4688
 KU4688.The ellipsoidal height was determined by GPS observations
 KU4688.and is referenced to NAD 83.
 KU4688
 KU4688.The geoid height was determined by GEOID03.
 KU4688
 KU4688;                    North         East     Units Scale Factor Converg.
 KU4688;SPC NY L     -    57,693.889   327,875.506   MT  0.99999899   +0 12 56.5
 KU4688;SPC NY L     -   189,284.03  1,075,704.89   sFT  0.99999899   +0 12 56.5
 KU4688;UTM  18      - 4,504,722.877   612,365.692   MT  0.99975541   +0 52 01.1
 KU4688
 KU4688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4688!SPC NY L     -   1.00000278  x   0.99999899  =   1.00000177
 KU4688!UTM  18      -   1.00000278  x   0.99975541  =   0.99975819
 KU4688
 KU4688|---------------------------------------------------------------------|
 KU4688| PID    Reference Object                     Distance      Geod. Az  |
 KU4688|                                                           dddmmss.s |
 KU4688| KU4706 06E 09N AZ                          230.071 METERS 26238     |
 KU4688|---------------------------------------------------------------------|
 KU4688
 KU4688                          SUPERSEDED SURVEY CONTROL
 KU4688
 KU4688  ELLIP H (09/01/99)  -17.73   (m)                       GP(       ) 4 1
 KU4688  NAD 83(1996)-  40 41 08.68596(N)    073 40 12.87024(W) AD(       ) 1
 KU4688  NAD 83(1992)-  40 41 08.68589(N)    073 40 12.87009(W) AD(       ) 1
 KU4688  NAD 83(1986)-  40 41 08.68616(N)    073 40 12.87102(W) AD(       ) 1
 KU4688  NGVD 29 (03/24/92)   14.3    (m)           47.     (f) GPS OBS        
 KU4688
 KU4688.Superseded values are not recommended for survey control.
 KU4688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4688.See file dsdata.txt to determine how the superseded data were derived.
 KU4688
 KU4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1236604723(NAD 83)
 KU4688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4688_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4688_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4688_STAMPING: 06E09N
 KU4688_MARK LOGO: NYDPW 
 KU4688_PROJECTION: RECESSED 8 CENTIMETERS
 KU4688_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4688+STABILITY: POSITION/ELEVATION WELL
 KU4688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4688+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1991
 KU4688_ROD/PIPE-DEPTH: 20.6 meters
 KU4688_SLEEVE-DEPTH  : 1.52 meters
 KU4688
 KU4688  HISTORY     - Date     Condition        Report By
 KU4688  HISTORY     - 1990     MONUMENTED       SBAS
 KU4688  HISTORY     - 19910501 GOOD
 KU4688
 KU4688                          STATION DESCRIPTION
 KU4688
 KU4688'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4688'THE POINT IS LOCATED IN LAKEVIEW, TOWN OF HEMPSTEAD, 40 FEET (12.2 M)
 KU4688'WEST OF THE CENTERLINE OF HEMLOCK STREET AND 21 FEET (6.4 M) NORTH OF
 KU4688'THE CENTERLINE OF WILLOW ROAD,IN THE CONCRETE SIDEWALK.
 KU4688'THE LOCATION TIES ARE 36.0 FEET (11.0 M) FROM THE SOUTH WEST CORNER OF
 KU4688'HOUSE NUMBER 690, 50.4 FEET (15.4 M) FROM THE CENTER OF THE SEWER
 KU4688'MANHOLE AND 33.2 FEET (10.1 M) FROM THE SOUTH EAST CORNER OF THE
 KU4688'EASTERLY BRICK COLUMN.
 KU4688
 KU4688                          STATION RECOVERY (1991)
 KU4688
 KU4688'RECOVERED 1991
 KU4688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4706 ***********************************************************************
 KU4706  DESIGNATION -  06E 09N AZ
 KU4706  PID         -  KU4706
 KU4706  STATE/COUNTY-  NY/NASSAU
 KU4706  USGS QUAD   -  LYNBROOK (1969)
 KU4706
 KU4706                         *CURRENT SURVEY CONTROL
 KU4706  ___________________________________________________________________
 KU4706* NAD 83(1996)-  40 41 07.72572(N)    073 40 22.58840(W)     ADJUSTED  
 KU4706* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 KU4706  ___________________________________________________________________
 KU4706  X           -   1,361,581.891 (meters)                     COMP
 KU4706  Y           -  -4,648,097.145 (meters)                     COMP
 KU4706  Z           -   4,135,988.276 (meters)                     COMP
 KU4706  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KU4706  ELLIP HEIGHT-         -18.14  (meters)          (12/03/02) GPS OBS
 KU4706  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU4706
 KU4706  HORZ ORDER  -  FIRST
 KU4706  ELLP ORDER  -  FOURTH    CLASS II
 KU4706
 KU4706.The horizontal coordinates were established by GPS observations
 KU4706.and adjusted by the National Geodetic Survey in January 1999..
 KU4706
 KU4706.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4706
 KU4706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4706
 KU4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4706
 KU4706.The ellipsoidal height was determined by GPS observations
 KU4706.and is referenced to NAD 83.
 KU4706
 KU4706.The geoid height was determined by GEOID03.
 KU4706
 KU4706;                    North         East     Units Scale Factor Converg.
 KU4706;SPC NY L     -    57,663.514   327,647.448   MT  0.99999901   +0 12 50.1
 KU4706;SPC NY L     -   189,184.38  1,074,956.67   sFT  0.99999901   +0 12 50.1
 KU4706;UTM  18      - 4,504,689.920   612,138.051   MT  0.99975478   +0 51 54.7
 KU4706
 KU4706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4706!SPC NY L     -   1.00000285  x   0.99999901  =   1.00000186
 KU4706!UTM  18      -   1.00000285  x   0.99975478  =   0.99975762
 KU4706
 KU4706|---------------------------------------------------------------------|
 KU4706| PID    Reference Object                     Distance      Geod. Az  |
 KU4706|                                                           dddmmss.s |
 KU4706| KU4688 06E 09N                             230.071 METERS 08238     |
 KU4706| KU4687 06E 08N                             APPROX. 1.7 KM 1692339.1 |
 KU4706|---------------------------------------------------------------------|
 KU4706
 KU4706                          SUPERSEDED SURVEY CONTROL
 KU4706
 KU4706  ELLIP H (09/01/99)  -18.14   (m)                       GP(       ) 4 1
 KU4706  NAD 83(1996)-  40 41 07.72902(N)    073 40 22.58720(W) AD(       ) 1
 KU4706  NAD 83(1992)-  40 41 07.72895(N)    073 40 22.58705(W) AD(       ) 1
 KU4706  NAD 83(1986)-  40 41 07.72917(N)    073 40 22.58801(W) AD(       ) 1
 KU4706  NGVD 29 (03/24/92)   13.9    (m)           46.     (f) GPS OBS        
 KU4706
 KU4706.Superseded values are not recommended for survey control.
 KU4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4706.See file dsdata.txt to determine how the superseded data were derived.
 KU4706
 KU4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1213804690(NAD 83)
 KU4706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4706_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4706_STAMPING: 06E09NAZ
 KU4706_MARK LOGO: NYDPW 
 KU4706_PROJECTION: RECESSED 8 CENTIMETERS
 KU4706_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4706+STABILITY: POSITION/ELEVATION WELL
 KU4706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4706+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4706_ROD/PIPE-DEPTH: 20.6 meters
 KU4706_SLEEVE-DEPTH  : 1.52 meters
 KU4706
 KU4706  HISTORY     - Date     Condition        Report By
 KU4706  HISTORY     - 1990     MONUMENTED       SBAS
 KU4706  HISTORY     - 19910128 GOOD
 KU4706
 KU4706                          STATION DESCRIPTION
 KU4706
 KU4706'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4706'THE POINT IS LOCATED IN LAKEVIEW, TOWN OF HEMPSTEAD, 20 FEET (6.1 M)
 KU4706'SOUTH OF THE CENTERLINE OF WILLOW ROAD AND 31 FEET (9.4 M) WEST ON THE
 KU4706'CENTERLINE OF PALM TERRACE,IN THE CONCRETE SIDEWALK.
 KU4706'THE LOCATION TIES ARE 79.7 FEET (24.3 M) FROM THE CENTER OF THE LIGHT
 KU4706'POLE ON THE WEST SIDE OF BIRCH STREET, 14.6 FEET (4.5 M) FROM THE
 KU4706'CENTER OF THE LIGHT POLE ON THE WEST SIDE OF PALM TERRACE AND 36.4
 KU4706'FEET (11.1 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4706
 KU4706                          STATION RECOVERY (1991)
 KU4706
 KU4706'RECOVERED 1991
 KU4706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4689 ***********************************************************************
 KU4689  DESIGNATION -  06E 10N
 KU4689  PID         -  KU4689
 KU4689  STATE/COUNTY-  NY/NASSAU
 KU4689  USGS QUAD   -  LYNBROOK (1969)
 KU4689
 KU4689                         *CURRENT SURVEY CONTROL
 KU4689  ___________________________________________________________________
 KU4689* NAD 83(1996)-  40 41 54.37517(N)    073 40 07.61359(W)     ADJUSTED  
 KU4689* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 KU4689  ___________________________________________________________________
 KU4689  X           -   1,361,656.256 (meters)                     COMP
 KU4689  Y           -  -4,647,100.425 (meters)                     COMP
 KU4689  Z           -   4,137,081.575 (meters)                     COMP
 KU4689  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KU4689  ELLIP HEIGHT-         -14.72  (meters)          (12/03/02) GPS OBS
 KU4689  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU4689
 KU4689  HORZ ORDER  -  FIRST
 KU4689  ELLP ORDER  -  FOURTH    CLASS II
 KU4689
 KU4689.The horizontal coordinates were established by GPS observations
 KU4689.and adjusted by the National Geodetic Survey in January 1999..
 KU4689
 KU4689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4689
 KU4689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4689
 KU4689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4689
 KU4689.The ellipsoidal height was determined by GPS observations
 KU4689.and is referenced to NAD 83.
 KU4689
 KU4689.The geoid height was determined by GEOID03.
 KU4689
 KU4689;                    North         East     Units Scale Factor Converg.
 KU4689;SPC NY L     -    59,103.803   327,993.637   MT  0.99999839   +0 12 59.9
 KU4689;SPC NY L     -   193,909.73  1,076,092.46   sFT  0.99999839   +0 12 59.9
 KU4689;UTM  18      - 4,506,133.700   612,467.763   MT  0.99975569   +0 52 05.3
 KU4689
 KU4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4689!SPC NY L     -   1.00000231  x   0.99999839  =   1.00000070
 KU4689!UTM  18      -   1.00000231  x   0.99975569  =   0.99975800
 KU4689
 KU4689:                Primary Azimuth Mark                     Grid Az
 KU4689:SPC NY L     -  06E 10N AZ                               001 31 18.6
 KU4689:UTM  18      -  06E 10N AZ                               000 52 13.2
 KU4689
 KU4689|---------------------------------------------------------------------|
 KU4689| PID    Reference Object                     Distance      Geod. Az  |
 KU4689|                                                           dddmmss.s |
 KU4689| KU4707 06E 10N AZ                          455.790 METERS 0014418.5 |
 KU4689|---------------------------------------------------------------------|
 KU4689
 KU4689                          SUPERSEDED SURVEY CONTROL
 KU4689
 KU4689  ELLIP H (09/01/99)  -14.71   (m)                       GP(       ) 4 1
 KU4689  NAD 83(1996)-  40 41 54.37842(N)    073 40 07.61239(W) AD(       ) 1
 KU4689  NAD 83(1992)-  40 41 54.37834(N)    073 40 07.61225(W) AD(       ) 1
 KU4689  NAD 83(1986)-  40 41 54.37851(N)    073 40 07.61320(W) AD(       ) 1
 KU4689  NGVD 29 (03/24/92)   17.3    (m)           57.     (f) GPS OBS        
 KU4689
 KU4689.Superseded values are not recommended for survey control.
 KU4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4689.See file dsdata.txt to determine how the superseded data were derived.
 KU4689
 KU4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1246806134(NAD 83)
 KU4689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4689_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4689_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4689_STAMPING: 06E10N
 KU4689_MARK LOGO: NYDPW 
 KU4689_PROJECTION: RECESSED 8 CENTIMETERS
 KU4689_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4689+STABILITY: POSITION/ELEVATION WELL
 KU4689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4689+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4689_ROD/PIPE-DEPTH: 20.6 meters
 KU4689_SLEEVE-DEPTH  : 1.52 meters
 KU4689
 KU4689  HISTORY     - Date     Condition        Report By
 KU4689  HISTORY     - 1989     MONUMENTED       SBAS
 KU4689
 KU4689                          STATION DESCRIPTION
 KU4689
 KU4689'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4689'THE POINT IS LOCATED IN FRANKLIN SQUARE, TOWN OF HEMPSTEAD, 22 FEET
 KU4689'(6.7 M) SOUTH OF THE CENTERLINE OF RUTGERS ROAD AND 19 FEET (5.8 M)
 KU4689'WEST OF THE CENTERLINE OF THE EXTENDED RINTIN STREET,IN THE CONCRETE
 KU4689'SIDEWALK.
 KU4689'THE LOCATION TIES ARE 35.3 FEET (10.8 M) FROM THE NORTH EAST CORNER OF
 KU4689'THE GARAGE OF HOUSE NUMBER 347, 19.7 FEET (6.0 M) FROM THE CENTER OF
 KU4689'THE LIGHT POLE AND 28.0 FEET (8.5 M) FROM THE CENTER OF THE SEWER
 KU4689'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4707 ***********************************************************************
 KU4707  DESIGNATION -  06E 10N AZ
 KU4707  PID         -  KU4707
 KU4707  STATE/COUNTY-  NY/NASSAU
 KU4707  USGS QUAD   -  LYNBROOK (1969)
 KU4707
 KU4707                         *CURRENT SURVEY CONTROL
 KU4707  ___________________________________________________________________
 KU4707* NAD 83(1996)-  40 42 09.14433(N)    073 40 07.02458(W)     ADJUSTED  
 KU4707* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 KU4707  ___________________________________________________________________
 KU4707  X           -   1,361,586.025 (meters)                     COMP
 KU4707  Y           -  -4,646,811.562 (meters)                     COMP
 KU4707  Z           -   4,137,427.073 (meters)                     COMP
 KU4707  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KU4707  ELLIP HEIGHT-         -14.55  (meters)          (12/03/02) GPS OBS
 KU4707  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU4707
 KU4707  HORZ ORDER  -  FIRST
 KU4707  ELLP ORDER  -  FOURTH    CLASS II
 KU4707
 KU4707.The horizontal coordinates were established by GPS observations
 KU4707.and adjusted by the National Geodetic Survey in January 1999..
 KU4707
 KU4707.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4707
 KU4707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4707
 KU4707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4707
 KU4707.The ellipsoidal height was determined by GPS observations
 KU4707.and is referenced to NAD 83.
 KU4707
 KU4707.The geoid height was determined by GEOID03.
 KU4707
 KU4707;                    North         East     Units Scale Factor Converg.
 KU4707;SPC NY L     -    59,559.431   328,005.742   MT  0.99999820   +0 13 00.3
 KU4707;SPC NY L     -   195,404.57  1,076,132.17   sFT  0.99999820   +0 13 00.3
 KU4707;UTM  18      - 4,506,589.325   612,474.684   MT  0.99975571   +0 52 06.0
 KU4707
 KU4707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4707!SPC NY L     -   1.00000228  x   0.99999820  =   1.00000048
 KU4707!UTM  18      -   1.00000228  x   0.99975571  =   0.99975799
 KU4707
 KU4707:                Primary Azimuth Mark                     Grid Az
 KU4707:SPC NY L     -  06E 10N                                  181 31 18.5
 KU4707:UTM  18      -  06E 10N                                  180 52 12.8
 KU4707
 KU4707|---------------------------------------------------------------------|
 KU4707| PID    Reference Object                     Distance      Geod. Az  |
 KU4707|                                                           dddmmss.s |
 KU4707| KU4689 06E 10N                             455.790 METERS 1814418.8 |
 KU4707|---------------------------------------------------------------------|
 KU4707
 KU4707                          SUPERSEDED SURVEY CONTROL
 KU4707
 KU4707  ELLIP H (09/01/99)  -14.55   (m)                       GP(       ) 4 1
 KU4707  NAD 83(1996)-  40 42 09.14757(N)    073 40 07.02340(W) AD(       ) 1
 KU4707  NAD 83(1992)-  40 42 09.14748(N)    073 40 07.02324(W) AD(       ) 1
 KU4707  NAD 83(1986)-  40 42 09.14768(N)    073 40 07.02424(W) AD(       ) 1
 KU4707  NGVD 29 (03/24/92)   17.4    (m)           57.     (f) GPS OBS        
 KU4707
 KU4707.Superseded values are not recommended for survey control.
 KU4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4707.See file dsdata.txt to determine how the superseded data were derived.
 KU4707
 KU4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1247506589(NAD 83)
 KU4707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4707_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4707_STAMPING: 06E10NAZ
 KU4707_MARK LOGO: NYDPW 
 KU4707_PROJECTION: RECESSED 8 CENTIMETERS
 KU4707_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4707+STABILITY: POSITION/ELEVATION WELL
 KU4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4707+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 KU4707_ROD/PIPE-DEPTH: 20.6 meters
 KU4707_SLEEVE-DEPTH  : 1.52 meters
 KU4707
 KU4707  HISTORY     - Date     Condition        Report By
 KU4707  HISTORY     - 1989     MONUMENTED       SBAS
 KU4707  HISTORY     - 19900426 GOOD
 KU4707
 KU4707                          STATION DESCRIPTION
 KU4707
 KU4707'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4707'THE POINT IS LOCATED IN FRANKLIN SQUARE, TOWN OF HEMPSTEAD, 27 FEET
 KU4707'(8.2 M) SOUTH OF THE CENTERLINE OF FENWORTH BOULEVARD AND 21 FEET
 KU4707'(6.4 M) WEST OF THE CENTERLINE OF RINTIN STREET,IN THE CONCRETE
 KU4707'SIDEWALK.
 KU4707'THE LOCATION TIES ARE 12.6 FEET (3.8 M) FROM THE CENTER OF THE WATER
 KU4707'VALVE ON RINTIN STREET, 63.7 FEET (19.4 M) FROM THE CENTER OF THE
 KU4707'HYDRANT ON THE NORTH WEST CORNER AND 35.5 FEET (10.8 M) FROM THE
 KU4707'CENTER OF THE SEWER MANHOLE.
 KU4707
 KU4707                          STATION RECOVERY (1990)
 KU4707
 KU4707'RECOVERED 1990
 KU4707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4690 ***********************************************************************
 KU4690  DESIGNATION -  06E 11N
 KU4690  PID         -  KU4690
 KU4690  STATE/COUNTY-  NY/NASSAU
 KU4690  USGS QUAD   -  LYNBROOK (1969)
 KU4690
 KU4690                         *CURRENT SURVEY CONTROL
 KU4690  ___________________________________________________________________
 KU4690* NAD 83(1996)-  40 42 43.62249(N)    073 40 07.68019(W)     ADJUSTED  
 KU4690* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 KU4690  ___________________________________________________________________
 KU4690  X           -   1,361,376.541 (meters)                     COMP
 KU4690  Y           -  -4,646,151.363 (meters)                     COMP
 KU4690  Z           -   4,138,234.292 (meters)                     COMP
 KU4690  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KU4690  ELLIP HEIGHT-         -13.01  (meters)          (12/03/02) GPS OBS
 KU4690  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4690
 KU4690  HORZ ORDER  -  FIRST
 KU4690  ELLP ORDER  -  FOURTH    CLASS II
 KU4690
 KU4690.The horizontal coordinates were established by GPS observations
 KU4690.and adjusted by the National Geodetic Survey in January 1999..
 KU4690
 KU4690.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4690
 KU4690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4690
 KU4690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4690
 KU4690.The ellipsoidal height was determined by GPS observations
 KU4690.and is referenced to NAD 83.
 KU4690
 KU4690.The geoid height was determined by GEOID03.
 KU4690
 KU4690;                    North         East     Units Scale Factor Converg.
 KU4690;SPC NY L     -    60,622.902   327,986.330   MT  0.99999779   +0 12 59.9
 KU4690;SPC NY L     -   198,893.64  1,076,068.48   sFT  0.99999779   +0 12 59.9
 KU4690;UTM  18      - 4,507,652.249   612,443.186   MT  0.99975562   +0 52 06.2
 KU4690
 KU4690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4690!SPC NY L     -   1.00000204  x   0.99999779  =   0.99999983
 KU4690!UTM  18      -   1.00000204  x   0.99975562  =   0.99975766
 KU4690
 KU4690|---------------------------------------------------------------------|
 KU4690| PID    Reference Object                     Distance      Geod. Az  |
 KU4690|                                                           dddmmss.s |
 KU4690| KU4708 06E 11N AZ                          255.639 METERS 17946     |
 KU4690| KU4689 06E 10N                             APPROX. 1.5 KM 1795627.7 |
 KU4690|---------------------------------------------------------------------|
 KU4690
 KU4690                          SUPERSEDED SURVEY CONTROL
 KU4690
 KU4690  ELLIP H (09/01/99)  -13.01   (m)                       GP(       ) 4 1
 KU4690  NAD 83(1996)-  40 42 43.62572(N)    073 40 07.67902(W) AD(       ) 1
 KU4690  NAD 83(1992)-  40 42 43.62564(N)    073 40 07.67886(W) AD(       ) 1
 KU4690  NAD 83(1986)-  40 42 43.62583(N)    073 40 07.67988(W) AD(       ) 1
 KU4690  NGVD 29 (03/24/92)   18.9    (m)           62.     (f) GPS OBS        
 KU4690
 KU4690.Superseded values are not recommended for survey control.
 KU4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4690.See file dsdata.txt to determine how the superseded data were derived.
 KU4690
 KU4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1244307652(NAD 83)
 KU4690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4690_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4690_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4690_STAMPING: 06E11N
 KU4690_MARK LOGO: NYDPW 
 KU4690_PROJECTION: RECESSED 8 CENTIMETERS
 KU4690_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4690+STABILITY: POSITION/ELEVATION WELL
 KU4690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4690+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 KU4690_ROD/PIPE-DEPTH: 20.6 meters
 KU4690_SLEEVE-DEPTH  : 1.52 meters
 KU4690
 KU4690  HISTORY     - Date     Condition        Report By
 KU4690  HISTORY     - 1989     MONUMENTED       SBAS
 KU4690  HISTORY     - 19910116 GOOD
 KU4690  HISTORY     - 20060731 POOR             GEOCAC
 KU4690
 KU4690                          STATION DESCRIPTION
 KU4690
 KU4690'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4690'THE POINT IS LOCATED IN GARDEN CITY SOUTH, TOWN OF HEMPSTEAD, 22 FEET
 KU4690'(6.7 M) EAST OF THE CENTERLINE OF POPPY AVENUE AND 191 FEET (58.2 M)
 KU4690'NORTH OF THE CENTERLINE OF WASHINGTON STREET,IN THE CONCRETE SIDEWALK.
 KU4690'THE LOCATION TIES ARE 85.0 FEET (25.9 M) FROM THE SOUTHERLY UTILITY
 KU4690'POLE, 83.7 FEET (25.5 M) FROM THE NORTHERLY UTILITY POLE NUMBER 21
 KU4690'AND 92.7 FEET (28.3 M) FROM THE SOUTH WEST CORNER OF THE SCHOOL
 KU4690'BUILDING.
 KU4690
 KU4690                          STATION RECOVERY (1991)
 KU4690
 KU4690'RECOVERED 1991
 KU4690'RECOVERED IN GOOD CONDITION.
 KU4690
 KU4690                          STATION RECOVERY (2006)
 KU4690
 KU4690'RECOVERY NOTE BY GEOCACHING 2006
 KU4690'WENT LOOKING FOR THIS ONE BUT AT THE COORDINATES FOUND A BLANK SPOT.
 KU4690'IT WAS MOVED TO 40 42 754 BY 73 40 129.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4708 ***********************************************************************
 KU4708  DESIGNATION -  06E 11N AZ
 KU4708  PID         -  KU4708
 KU4708  STATE/COUNTY-  NY/NASSAU
 KU4708  USGS QUAD   -  LYNBROOK (1969)
 KU4708
 KU4708                         *CURRENT SURVEY CONTROL
 KU4708  ___________________________________________________________________
 KU4708* NAD 83(1996)-  40 42 35.33516(N)    073 40 07.63689(W)     ADJUSTED  
 KU4708* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 KU4708  ___________________________________________________________________
 KU4708  X           -   1,361,424.275 (meters)                     COMP
 KU4708  Y           -  -4,646,310.658 (meters)                     COMP
 KU4708  Z           -   4,138,040.132 (meters)                     COMP
 KU4708  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 KU4708  ELLIP HEIGHT-         -13.60  (meters)          (12/03/02) GPS OBS
 KU4708  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4708
 KU4708  HORZ ORDER  -  FIRST
 KU4708  ELLP ORDER  -  FOURTH    CLASS II
 KU4708
 KU4708.The horizontal coordinates were established by GPS observations
 KU4708.and adjusted by the National Geodetic Survey in January 1999..
 KU4708
 KU4708.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4708
 KU4708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4708
 KU4708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4708
 KU4708.The ellipsoidal height was determined by GPS observations
 KU4708.and is referenced to NAD 83.
 KU4708
 KU4708.The geoid height was determined by GEOID03.
 KU4708
 KU4708;                    North         East     Units Scale Factor Converg.
 KU4708;SPC NY L     -    60,367.271   327,988.313   MT  0.99999788   +0 12 59.9
 KU4708;SPC NY L     -   198,054.95  1,076,074.99   sFT  0.99999788   +0 12 59.9
 KU4708;UTM  18      - 4,507,396.719   612,448.075   MT  0.99975564   +0 52 06.0
 KU4708
 KU4708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4708!SPC NY L     -   1.00000213  x   0.99999788  =   1.00000001
 KU4708!UTM  18      -   1.00000213  x   0.99975564  =   0.99975777
 KU4708
 KU4708|---------------------------------------------------------------------|
 KU4708| PID    Reference Object                     Distance      Geod. Az  |
 KU4708|                                                           dddmmss.s |
 KU4708| KU4690 06E 11N                             255.639 METERS 35946     |
 KU4708|---------------------------------------------------------------------|
 KU4708
 KU4708                          SUPERSEDED SURVEY CONTROL
 KU4708
 KU4708  ELLIP H (09/01/99)  -13.60   (m)                       GP(       ) 4 1
 KU4708  NAD 83(1996)-  40 42 35.33839(N)    073 40 07.63572(W) AD(       ) 1
 KU4708  NAD 83(1992)-  40 42 35.33830(N)    073 40 07.63555(W) AD(       ) 1
 KU4708  NAD 83(1986)-  40 42 35.33846(N)    073 40 07.63657(W) AD(       ) 1
 KU4708  NGVD 29 (03/24/92)   18.3    (m)           60.     (f) GPS OBS        
 KU4708
 KU4708.Superseded values are not recommended for survey control.
 KU4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4708.See file dsdata.txt to determine how the superseded data were derived.
 KU4708
 KU4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1244807397(NAD 83)
 KU4708_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4708_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4708_STAMPING: 06E11NAZ
 KU4708_MARK LOGO: NYDPW 
 KU4708_PROJECTION: RECESSED 8 CENTIMETERS
 KU4708_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4708+STABILITY: POSITION/ELEVATION WELL
 KU4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4708+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4708_ROD/PIPE-DEPTH: 20.6 meters
 KU4708_SLEEVE-DEPTH  : 1.52 meters
 KU4708
 KU4708  HISTORY     - Date     Condition        Report By
 KU4708  HISTORY     - 1989     MONUMENTED       SBAS
 KU4708  HISTORY     - 19910130 GOOD
 KU4708
 KU4708                          STATION DESCRIPTION
 KU4708
 KU4708'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4708'THE POINT IS LOCATED IN GARDEN CITY SOUTH, TOWN OF HEMPSTEAD, 161 FEET
 KU4708'(49.1 M) SOUTH OF THE CENTERLINE OF GARFIELD STREET AND 23 FEET
 KU4708'(7.0 M) EAST OF THE CENTERLINE OF POPPY AVENUE,IN THE CONCRETE
 KU4708'SIDEWALK.
 KU4708'THE LOCATION TIES ARE 49.5 FEET (15.1 M) FROM THE UTILITY POLE NUMBER
 KU4708'13, 40.9 FEET (12.5 M) FROM THE SEWER MANHOLE AND 36.7 FEET (11.2 M)
 KU4708'FROM THE NORTH WEST CORNER OF HOUSE NUMBER 120.
 KU4708
 KU4708                          STATION RECOVERY (1991)
 KU4708
 KU4708'RECOVERED 1991
 KU4708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4691 ***********************************************************************
 KU4691  DESIGNATION -  06E 12N
 KU4691  PID         -  KU4691
 KU4691  STATE/COUNTY-  NY/NASSAU
 KU4691  USGS QUAD   -  LYNBROOK (1969)
 KU4691
 KU4691                         *CURRENT SURVEY CONTROL
 KU4691  ___________________________________________________________________
 KU4691* NAD 83(1996)-  40 43 39.63725(N)    073 40 02.83898(W)     ADJUSTED  
 KU4691* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 KU4691  ___________________________________________________________________
 KU4691  X           -   1,361,170.176 (meters)                     COMP
 KU4691  Y           -  -4,645,043.050 (meters)                     COMP
 KU4691  Z           -   4,139,548.663 (meters)                     COMP
 KU4691  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 KU4691  ELLIP HEIGHT-          -5.65  (meters)          (12/03/02) GPS OBS
 KU4691  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU4691
 KU4691  HORZ ORDER  -  FIRST
 KU4691  ELLP ORDER  -  FOURTH    CLASS II
 KU4691
 KU4691.The horizontal coordinates were established by GPS observations
 KU4691.and adjusted by the National Geodetic Survey in January 1999..
 KU4691
 KU4691.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4691
 KU4691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4691
 KU4691.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4691
 KU4691.The ellipsoidal height was determined by GPS observations
 KU4691.and is referenced to NAD 83.
 KU4691
 KU4691.The geoid height was determined by GEOID03.
 KU4691
 KU4691;                    North         East     Units Scale Factor Converg.
 KU4691;SPC NY L     -    62,351.192   328,093.404   MT  0.99999717   +0 13 03.0
 KU4691;SPC NY L     -   204,563.87  1,076,419.78   sFT  0.99999717   +0 13 03.0
 KU4691;UTM  18      - 4,509,381.227   612,530.568   MT  0.99975586   +0 52 10.3
 KU4691
 KU4691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4691!SPC NY L     -   1.00000089  x   0.99999717  =   0.99999806
 KU4691!UTM  18      -   1.00000089  x   0.99975586  =   0.99975675
 KU4691
 KU4691:                Primary Azimuth Mark                     Grid Az
 KU4691:SPC NY L     -  06E 13N                                  005 10 04.7
 KU4691:UTM  18      -  06E 13N                                  004 30 57.4
 KU4691
 KU4691|---------------------------------------------------------------------|
 KU4691| PID    Reference Object                     Distance      Geod. Az  |
 KU4691|                                                           dddmmss.s |
 KU4691| KU4692 06E 13N                             APPROX. 1.8 KM 0052307.7 |
 KU4691| KU4709 06E 12N AZ                          309.282 METERS 18016     |
 KU4691|---------------------------------------------------------------------|
 KU4691
 KU4691                          SUPERSEDED SURVEY CONTROL
 KU4691
 KU4691  ELLIP H (09/01/99)   -5.64   (m)                       GP(       ) 4 1
 KU4691  NAD 83(1996)-  40 43 39.64046(N)    073 40 02.83782(W) AD(       ) 1
 KU4691  NAD 83(1992)-  40 43 39.64037(N)    073 40 02.83765(W) AD(       ) 1
 KU4691  NAD 83(1986)-  40 43 39.64062(N)    073 40 02.83876(W) AD(       ) 1
 KU4691  NGVD 29 (03/24/92)   26.2    (m)           86.     (f) GPS OBS        
 KU4691
 KU4691.Superseded values are not recommended for survey control.
 KU4691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4691.See file dsdata.txt to determine how the superseded data were derived.
 KU4691
 KU4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1253109381(NAD 83)
 KU4691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4691_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4691_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4691_STAMPING: 06E12N
 KU4691_MARK LOGO: NYDPW 
 KU4691_PROJECTION: RECESSED 8 CENTIMETERS
 KU4691_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4691+STABILITY: POSITION/ELEVATION WELL
 KU4691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4691+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
 KU4691_ROD/PIPE-DEPTH: 20.6 meters
 KU4691_SLEEVE-DEPTH  : 1.52 meters
 KU4691
 KU4691  HISTORY     - Date     Condition        Report By
 KU4691  HISTORY     - 1989     MONUMENTED       SBAS
 KU4691  HISTORY     - 19900105 GOOD
 KU4691
 KU4691                          STATION DESCRIPTION
 KU4691
 KU4691'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4691'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 166 FEET
 KU4691'(50.6 M) NORTH OF THE CENTERLINE OF STRATFORD AVENUE AND 20 FEET
 KU4691'(6.1 M) EAST OF THE CENTERLINE OF KILDARE ROAD,IN THE CONCRETE
 KU4691'SIDEWALK.
 KU4691'THE LOCATION TIES ARE 85.6 FEET (26.1 M) FROM THE SOUTH WEST CORNER OF
 KU4691'THE SCHOOL BUILDING, 132.2 FEET (40.3 M) FROM THE CENTER OF THE
 KU4691'MANHOLE AND 4.8 FEET (1.5 M) FROM THE FACE OF THE CURB ON THE EAST
 KU4691'SIDE OF KILDARE ROAD.
 KU4691
 KU4691                          STATION RECOVERY (1990)
 KU4691
 KU4691'RECOVERED 1990
 KU4691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4709 ***********************************************************************
 KU4709  DESIGNATION -  06E 12N AZ
 KU4709  PID         -  KU4709
 KU4709  STATE/COUNTY-  NY/NASSAU
 KU4709  USGS QUAD   -  LYNBROOK (1969)
 KU4709
 KU4709                         *CURRENT SURVEY CONTROL
 KU4709  ___________________________________________________________________
 KU4709* NAD 83(1996)-  40 43 29.61097(N)    073 40 02.89992(W)     ADJUSTED  
 KU4709* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 KU4709  ___________________________________________________________________
 KU4709  X           -   1,361,225.524 (meters)                     COMP
 KU4709  Y           -  -4,645,237.010 (meters)                     COMP
 KU4709  Z           -   4,139,314.202 (meters)                     COMP
 KU4709  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 KU4709  ELLIP HEIGHT-          -5.77  (meters)          (12/03/02) GPS OBS
 KU4709  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4709
 KU4709  HORZ ORDER  -  FIRST
 KU4709  ELLP ORDER  -  FOURTH    CLASS II
 KU4709
 KU4709.The horizontal coordinates were established by GPS observations
 KU4709.and adjusted by the National Geodetic Survey in January 1999..
 KU4709
 KU4709.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4709
 KU4709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4709
 KU4709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4709
 KU4709.The ellipsoidal height was determined by GPS observations
 KU4709.and is referenced to NAD 83.
 KU4709
 KU4709.The geoid height was determined by GEOID03.
 KU4709
 KU4709;                    North         East     Units Scale Factor Converg.
 KU4709;SPC NY L     -    62,041.910   328,093.148   MT  0.99999728   +0 13 03.0
 KU4709;SPC NY L     -   203,549.17  1,076,418.94   sFT  0.99999728   +0 13 03.0
 KU4709;UTM  18      - 4,509,072.038   612,533.831   MT  0.99975587   +0 52 10.1
 KU4709
 KU4709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4709!SPC NY L     -   1.00000091  x   0.99999728  =   0.99999819
 KU4709!UTM  18      -   1.00000091  x   0.99975587  =   0.99975677
 KU4709
 KU4709|---------------------------------------------------------------------|
 KU4709| PID    Reference Object                     Distance      Geod. Az  |
 KU4709|                                                           dddmmss.s |
 KU4709| KU4691 06E 12N                             309.282 METERS 00016     |
 KU4709|---------------------------------------------------------------------|
 KU4709
 KU4709                          SUPERSEDED SURVEY CONTROL
 KU4709
 KU4709  ELLIP H (09/01/99)   -5.77   (m)                       GP(       ) 4 1
 KU4709  NAD 83(1996)-  40 43 29.61416(N)    073 40 02.89875(W) AD(       ) 1
 KU4709  NAD 83(1992)-  40 43 29.61406(N)    073 40 02.89857(W) AD(       ) 1
 KU4709  NAD 83(1986)-  40 43 29.61433(N)    073 40 02.89972(W) AD(       ) 1
 KU4709  NGVD 29 (03/24/92)   26.1    (m)           86.     (f) GPS OBS        
 KU4709
 KU4709.Superseded values are not recommended for survey control.
 KU4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4709.See file dsdata.txt to determine how the superseded data were derived.
 KU4709
 KU4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1253409072(NAD 83)
 KU4709_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4709_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4709_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4709_STAMPING: 06E12NAZ
 KU4709_MARK LOGO: NYDPW 
 KU4709_PROJECTION: RECESSED 8 CENTIMETERS
 KU4709_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4709+STABILITY: POSITION/ELEVATION WELL
 KU4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4709+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 KU4709_ROD/PIPE-DEPTH: 20.6 meters
 KU4709_SLEEVE-DEPTH  : 1.52 meters
 KU4709
 KU4709  HISTORY     - Date     Condition        Report By
 KU4709  HISTORY     - 1989     MONUMENTED       SBAS
 KU4709  HISTORY     - 19900406 GOOD
 KU4709
 KU4709                          STATION DESCRIPTION
 KU4709
 KU4709'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4709'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 40 FEET
 KU4709'(12.2 M) NORTH OF THE CENTERLINE OF STEWART AVENUE AND 20 FEET
 KU4709'(6.1 M) EAST OF THE CENTERLINE OF KILDARE ROAD,IN THE CONCRETE
 KU4709'SIDEWALK.
 KU4709'THE LOCATION TIES ARE 54.2 FEET (16.5 M) FROM THE SOUTH WEST CORNER OF
 KU4709'HOUSE NUMBER 185, 10.1 FEET (3.1 M) FROM THE CENTER OF THE MANHOLE IN
 KU4709'THE SIDEWALK AND 38.4 FEET (11.7 M) FROM THE CENTER OF THE MANHOLE IN
 KU4709'KILDARE ROAD.
 KU4709
 KU4709                          STATION RECOVERY (1990)
 KU4709
 KU4709'RECOVERED 1990
 KU4709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4692 ***********************************************************************
 KU4692  DESIGNATION -  06E 13N
 KU4692  PID         -  KU4692
 KU4692  STATE/COUNTY-  NY/NASSAU
 KU4692  USGS QUAD   -  LYNBROOK (1969)
 KU4692
 KU4692                         *CURRENT SURVEY CONTROL
 KU4692  ___________________________________________________________________
 KU4692* NAD 83(1996)-  40 44 37.89271(N)    073 39 55.61823(W)     ADJUSTED  
 KU4692* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 KU4692  ___________________________________________________________________
 KU4692  X           -   1,361,004.503 (meters)                     COMP
 KU4692  Y           -  -4,643,875.267 (meters)                     COMP
 KU4692  Z           -   4,140,914.970 (meters)                     COMP
 KU4692  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KU4692  ELLIP HEIGHT-           1.51  (meters)          (12/03/02) GPS OBS
 KU4692  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4692
 KU4692  HORZ ORDER  -  FIRST
 KU4692  ELLP ORDER  -  FOURTH    CLASS II
 KU4692
 KU4692.The horizontal coordinates were established by GPS observations
 KU4692.and adjusted by the National Geodetic Survey in January 1999..
 KU4692
 KU4692.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4692
 KU4692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4692
 KU4692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4692
 KU4692.The ellipsoidal height was determined by GPS observations
 KU4692.and is referenced to NAD 83.
 KU4692
 KU4692.The geoid height was determined by GEOID03.
 KU4692
 KU4692;                    North         East     Units Scale Factor Converg.
 KU4692;SPC NY L     -    64,148.818   328,255.987   MT  0.99999661   +0 13 07.8
 KU4692;SPC NY L     -   210,461.58  1,076,953.18   sFT  0.99999661   +0 13 07.8
 KU4692;UTM  18      - 4,511,180.154   612,672.646   MT  0.99975626   +0 52 16.0
 KU4692
 KU4692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4692!SPC NY L     -   0.99999976  x   0.99999661  =   0.99999637
 KU4692!UTM  18      -   0.99999976  x   0.99975626  =   0.99975602
 KU4692
 KU4692:                Primary Azimuth Mark                     Grid Az
 KU4692:SPC NY L     -  06E 12N                                  185 10 04.6
 KU4692:UTM  18      -  06E 12N                                  184 30 56.4
 KU4692
 KU4692|---------------------------------------------------------------------|
 KU4692| PID    Reference Object                     Distance      Geod. Az  |
 KU4692|                                                           dddmmss.s |
 KU4692| KU4691 06E 12N                             APPROX. 1.8 KM 1852312.4 |
 KU4692|---------------------------------------------------------------------|
 KU4692
 KU4692                          SUPERSEDED SURVEY CONTROL
 KU4692
 KU4692  ELLIP H (09/01/99)    1.51   (m)                       GP(       ) 4 1
 KU4692  NAD 83(1996)-  40 44 37.89585(N)    073 39 55.61708(W) AD(       ) 1
 KU4692  NAD 83(1992)-  40 44 37.89574(N)    073 39 55.61690(W) AD(       ) 1
 KU4692  NAD 83(1986)-  40 44 37.89604(N)    073 39 55.61807(W) AD(       ) 1
 KU4692  NGVD 29 (03/24/92)   33.3    (m)          109.     (f) GPS OBS        
 KU4692
 KU4692.Superseded values are not recommended for survey control.
 KU4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4692.See file dsdata.txt to determine how the superseded data were derived.
 KU4692
 KU4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1267311180(NAD 83)
 KU4692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4692_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4692_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4692_STAMPING: 06E13N
 KU4692_MARK LOGO: NYDPW 
 KU4692_PROJECTION: RECESSED 8 CENTIMETERS
 KU4692_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4692+STABILITY: POSITION/ELEVATION WELL
 KU4692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4692+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4692_ROD/PIPE-DEPTH: 20.6 meters
 KU4692_SLEEVE-DEPTH  : 1.52 meters
 KU4692
 KU4692  HISTORY     - Date     Condition        Report By
 KU4692  HISTORY     - 1989     MONUMENTED       SBAS
 KU4692  HISTORY     - 19910130 GOOD
 KU4692
 KU4692                          STATION DESCRIPTION
 KU4692
 KU4692'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4692'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF NORTH HEMPSTEAD, 27 FEET
 KU4692'(8.2 M) SOUTH OF THE CENTERLINE OF FIFTH STREET AND 32 FEET (9.8 M)
 KU4692'WEST OF THE CENTERLINE OF NASSAU BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4692'THE LOCATION TIES ARE 15.5 FEET (4.7 M) FROM THE GAS VALVE, 32.0 FEET
 KU4692'(9.8 M) FROM THE UTILITY POLE NUMBER 203, 29.9 FEET (9.1 M) FROM THE
 KU4692'HYDRANT AND 8.8 FEET (2.7 M) FROM THE FACE OF THE CURB.
 KU4692
 KU4692                          STATION RECOVERY (1991)
 KU4692
 KU4692'RECOVERED 1991
 KU4692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4710 ***********************************************************************
 KU4710  DESIGNATION -  06E 13N AZ
 KU4710  PID         -  KU4710
 KU4710  STATE/COUNTY-  NY/NASSAU
 KU4710  USGS QUAD   -  LYNBROOK (1969)
 KU4710
 KU4710                         *CURRENT SURVEY CONTROL
 KU4710  ___________________________________________________________________
 KU4710* NAD 83(1996)-  40 44 32.50773(N)    073 39 50.31247(W)     ADJUSTED  
 KU4710* NAVD 88     -        32.6    (meters)     107.     (feet)  VERTCON   
 KU4710  ___________________________________________________________________
 KU4710  X           -   1,361,154.364 (meters)                     COMP
 KU4710  Y           -  -4,643,943.996 (meters)                     COMP
 KU4710  Z           -   4,140,788.850 (meters)                     COMP
 KU4710  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 KU4710  ELLIP HEIGHT-           1.10  (meters)          (12/03/02) GPS OBS
 KU4710  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4710
 KU4710  HORZ ORDER  -  FIRST
 KU4710  ELLP ORDER  -  FOURTH    CLASS II
 KU4710
 KU4710.The horizontal coordinates were established by GPS observations
 KU4710.and adjusted by the National Geodetic Survey in January 1999..
 KU4710
 KU4710.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4710
 KU4710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4710
 KU4710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4710
 KU4710.The ellipsoidal height was determined by GPS observations
 KU4710.and is referenced to NAD 83.
 KU4710
 KU4710.The geoid height was determined by GEOID03.
 KU4710
 KU4710;                    North         East     Units Scale Factor Converg.
 KU4710;SPC NY L     -    63,983.186   328,381.102   MT  0.99999666   +0 13 11.2
 KU4710;SPC NY L     -   209,918.17  1,077,363.67   sFT  0.99999666   +0 13 11.2
 KU4710;UTM  18      - 4,511,015.997   612,799.608   MT  0.99975661   +0 52 19.4
 KU4710
 KU4710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4710!SPC NY L     -   0.99999983  x   0.99999666  =   0.99999649
 KU4710!UTM  18      -   0.99999983  x   0.99975661  =   0.99975644
 KU4710
 KU4710|---------------------------------------------------------------------|
 KU4710| PID    Reference Object                     Distance      Geod. Az  |
 KU4710|                                                           dddmmss.s |
 KU4710| KU4692 06E 13N                             207.576 METERS 32309     |
 KU4710|---------------------------------------------------------------------|
 KU4710
 KU4710                          SUPERSEDED SURVEY CONTROL
 KU4710
 KU4710  ELLIP H (09/01/99)    1.10   (m)                       GP(       ) 4 1
 KU4710  NAD 83(1996)-  40 44 32.51085(N)    073 39 50.31132(W) AD(       ) 1
 KU4710  NAD 83(1992)-  40 44 32.51073(N)    073 39 50.31114(W) AD(       ) 1
 KU4710  NAD 83(1986)-  40 44 32.51105(N)    073 39 50.31235(W) AD(       ) 1
 KU4710  NGVD 29 (03/24/92)   32.9    (m)          108.     (f) GPS OBS        
 KU4710
 KU4710.Superseded values are not recommended for survey control.
 KU4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4710.See file dsdata.txt to determine how the superseded data were derived.
 KU4710
 KU4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1280011016(NAD 83)
 KU4710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4710_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4710_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4710_STAMPING: 06E13NAZ
 KU4710_MARK LOGO: NYDPW 
 KU4710_PROJECTION: RECESSED 8 CENTIMETERS
 KU4710_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4710+STABILITY: POSITION/ELEVATION WELL
 KU4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4710+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4710_ROD/PIPE-DEPTH: 20.6 meters
 KU4710_SLEEVE-DEPTH  : 1.52 meters
 KU4710
 KU4710  HISTORY     - Date     Condition        Report By
 KU4710  HISTORY     - 1989     MONUMENTED       SBAS
 KU4710  HISTORY     - 19910130 GOOD
 KU4710
 KU4710                          STATION DESCRIPTION
 KU4710
 KU4710'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4710'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF NORTH HEMPSTEAD, 44 FEET
 KU4710'(13.4 M) NORTH OF THE CENTERLINE OF SECOND STREET AND 30 FEET
 KU4710'(9.1 M) EAST OF THE CENTERLINE OF NASSAU BOULEVARD,IN THE CONCRETE
 KU4710'SIDEWALK.
 KU4710'THE LOCATION TIES ARE 37.3 FEET (11.4 M) FROM THE HYDRANT, 15.1 FEET
 KU4710'(4.6 M) FROM THE TRAFFIC SIGNAL POLE AND 30.5 FEET (9.3 M) FROM THE
 KU4710'UTILITY POLE IN THE CENTER MEDIAN.
 KU4710
 KU4710                          STATION RECOVERY (1991)
 KU4710
 KU4710'RECOVERED 1991
 KU4710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4693 ***********************************************************************
 KU4693  DESIGNATION -  06E 14N
 KU4693  PID         -  KU4693
 KU4693  STATE/COUNTY-  NY/NASSAU
 KU4693  USGS QUAD   -  SEA CLIFF (1979)
 KU4693
 KU4693                         *CURRENT SURVEY CONTROL
 KU4693  ___________________________________________________________________
 KU4693* NAD 83(1996)-  40 45 18.74120(N)    073 39 58.33259(W)     ADJUSTED  
 KU4693* NAVD 88     -        34.4    (meters)     113.     (feet)  VERTCON   
 KU4693  ___________________________________________________________________
 KU4693  X           -   1,360,712.392 (meters)                     COMP
 KU4693  Y           -  -4,643,104.945 (meters)                     COMP
 KU4693  Z           -   4,141,870.514 (meters)                     COMP
 KU4693  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 KU4693  ELLIP HEIGHT-           2.99  (meters)          (12/03/02) GPS OBS
 KU4693  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4693
 KU4693  HORZ ORDER  -  FIRST
 KU4693  ELLP ORDER  -  FOURTH    CLASS II
 KU4693
 KU4693.The horizontal coordinates were established by GPS observations
 KU4693.and adjusted by the National Geodetic Survey in January 1999..
 KU4693
 KU4693.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4693
 KU4693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4693
 KU4693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4693
 KU4693.The ellipsoidal height was determined by GPS observations
 KU4693.and is referenced to NAD 83.
 KU4693
 KU4693.The geoid height was determined by GEOID03.
 KU4693
 KU4693;                    North         East     Units Scale Factor Converg.
 KU4693;SPC NY L     -    65,408.613   328,187.504   MT  0.99999627   +0 13 06.0
 KU4693;SPC NY L     -   214,594.76  1,076,728.50   sFT  0.99999627   +0 13 06.0
 KU4693;UTM  18      - 4,512,438.786   612,589.843   MT  0.99975603   +0 52 15.0
 KU4693
 KU4693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4693!SPC NY L     -   0.99999953  x   0.99999627  =   0.99999580
 KU4693!UTM  18      -   0.99999953  x   0.99975603  =   0.99975556
 KU4693
 KU4693|---------------------------------------------------------------------|
 KU4693| PID    Reference Object                     Distance      Geod. Az  |
 KU4693|                                                           dddmmss.s |
 KU4693| KU4711 06E 14N AZ                          273.349 METERS 08840     |
 KU4693| KU4710 06E 13N AZ                          APPROX. 1.4 KM 1722902.0 |
 KU4693|---------------------------------------------------------------------|
 KU4693
 KU4693                          SUPERSEDED SURVEY CONTROL
 KU4693
 KU4693  ELLIP H (09/01/99)    2.99   (m)                       GP(       ) 4 1
 KU4693  NAD 83(1996)-  40 45 18.74430(N)    073 39 58.33145(W) AD(       ) 1
 KU4693  NAD 83(1992)-  40 45 18.74418(N)    073 39 58.33126(W) AD(       ) 1
 KU4693  NAD 83(1986)-  40 45 18.74451(N)    073 39 58.33258(W) AD(       ) 1
 KU4693  NGVD 29 (03/24/92)   34.7    (m)          114.     (f) GPS OBS        
 KU4693
 KU4693.Superseded values are not recommended for survey control.
 KU4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4693.See file dsdata.txt to determine how the superseded data were derived.
 KU4693
 KU4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1259012439(NAD 83)
 KU4693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4693_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4693_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4693_STAMPING: 06E14N
 KU4693_MARK LOGO: NYDPW 
 KU4693_PROJECTION: RECESSED 8 CENTIMETERS
 KU4693_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4693+STABILITY: POSITION/ELEVATION WELL
 KU4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4693+SATELLITE: SATELLITE OBSERVATIONS - January 02, 1990
 KU4693_ROD/PIPE-DEPTH: 7.88 meters
 KU4693_SLEEVE-DEPTH  : 1.52 meters
 KU4693
 KU4693  HISTORY     - Date     Condition        Report By
 KU4693  HISTORY     - 1989     MONUMENTED       SBAS
 KU4693  HISTORY     - 19900102 GOOD
 KU4693
 KU4693                          STATION DESCRIPTION
 KU4693
 KU4693'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4693'THE POINT IS LOCATED IN HERRICKS, TOWN OF NORTH HEMPSTEAD, 22 FEET
 KU4693'(6.7 M) SOUTH OF THE CENTERLINE OF PINE STREET AND ON THE EXTENDED
 KU4693'CENTERLINE OF NASSAU DRIVE,IN THE CONCRETE SIDEWALK.
 KU4693'THE LOCATION TIES ARE 62.5 FEET (19.1 M) FROM THE CENTER OF THE
 KU4693'HYDRANT, 47.5 FEET (14.5 M) FROM THE LIGHT POLE ON THE NORTH WEST
 KU4693'CORNER AND 32.2 FEET (9.8 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU4693'NUMBER 160.
 KU4693
 KU4693                          STATION RECOVERY (1990)
 KU4693
 KU4693'RECOVERED 1990
 KU4693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4711 ***********************************************************************
 KU4711  DESIGNATION -  06E 14N AZ
 KU4711  PID         -  KU4711
 KU4711  STATE/COUNTY-  NY/NASSAU
 KU4711  USGS QUAD   -  SEA CLIFF (1979)
 KU4711
 KU4711                         *CURRENT SURVEY CONTROL
 KU4711  ___________________________________________________________________
 KU4711* NAD 83(1996)-  40 45 18.94718(N)    073 39 46.68261(W)     ADJUSTED  
 KU4711* NAVD 88     -        37.1    (meters)     122.     (feet)  VERTCON   
 KU4711  ___________________________________________________________________
 KU4711  X           -   1,360,974.042 (meters)                     COMP
 KU4711  Y           -  -4,643,026.059 (meters)                     COMP
 KU4711  Z           -   4,141,877.084 (meters)                     COMP
 KU4711  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KU4711  ELLIP HEIGHT-           5.68  (meters)          (12/03/02) GPS OBS
 KU4711  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4711
 KU4711  HORZ ORDER  -  FIRST
 KU4711  ELLP ORDER  -  FOURTH    CLASS II
 KU4711
 KU4711.The horizontal coordinates were established by GPS observations
 KU4711.and adjusted by the National Geodetic Survey in January 1999..
 KU4711
 KU4711.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4711
 KU4711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4711
 KU4711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4711
 KU4711.The ellipsoidal height was determined by GPS observations
 KU4711.and is referenced to NAD 83.
 KU4711
 KU4711.The geoid height was determined by GEOID03.
 KU4711
 KU4711;                    North         East     Units Scale Factor Converg.
 KU4711;SPC NY L     -    65,416.014   328,460.752   MT  0.99999626   +0 13 13.6
 KU4711;SPC NY L     -   214,619.04  1,077,624.98   sFT  0.99999626   +0 13 13.6
 KU4711;UTM  18      - 4,512,449.295   612,862.923   MT  0.99975679   +0 52 22.6
 KU4711
 KU4711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4711!SPC NY L     -   0.99999911  x   0.99999626  =   0.99999537
 KU4711!UTM  18      -   0.99999911  x   0.99975679  =   0.99975590
 KU4711
 KU4711|---------------------------------------------------------------------|
 KU4711| PID    Reference Object                     Distance      Geod. Az  |
 KU4711|                                                           dddmmss.s |
 KU4711| KU4693 06E 14N                             273.349 METERS 26840     |
 KU4711|---------------------------------------------------------------------|
 KU4711
 KU4711                          SUPERSEDED SURVEY CONTROL
 KU4711
 KU4711  ELLIP H (09/01/99)    5.68   (m)                       GP(       ) 4 1
 KU4711  NAD 83(1996)-  40 45 18.95027(N)    073 39 46.68149(W) AD(       ) 1
 KU4711  NAD 83(1992)-  40 45 18.95015(N)    073 39 46.68130(W) AD(       ) 1
 KU4711  NAD 83(1986)-  40 45 18.95044(N)    073 39 46.68260(W) AD(       ) 1
 KU4711  NGVD 29 (03/24/92)   37.4    (m)          123.     (f) GPS OBS        
 KU4711
 KU4711.Superseded values are not recommended for survey control.
 KU4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4711.See file dsdata.txt to determine how the superseded data were derived.
 KU4711
 KU4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1286312449(NAD 83)
 KU4711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4711_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4711_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4711_STAMPING: 06E14NAZ
 KU4711_MARK LOGO: NYDPW 
 KU4711_PROJECTION: RECESSED 8 CENTIMETERS
 KU4711_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4711+STABILITY: POSITION/ELEVATION WELL
 KU4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4711+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 KU4711_ROD/PIPE-DEPTH: 8.18 meters
 KU4711_SLEEVE-DEPTH  : 1.52 meters
 KU4711
 KU4711  HISTORY     - Date     Condition        Report By
 KU4711  HISTORY     - 1989     MONUMENTED       SBAS
 KU4711  HISTORY     - 19900406 GOOD
 KU4711
 KU4711                          STATION DESCRIPTION
 KU4711
 KU4711'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4711'THE POINT IS LOCATED IN HERRICKS, TOWN OF NORTH HEMPSTEAD, 21 FEET
 KU4711'(6.4 M) SOUTH OF THE CENTERLINE OF PINE STREET AND 24 FEET (7.3 M)
 KU4711'WEST OF THE CENTERLINE OF EAST STREET,IN THE CONCRETE SIDEWALK.
 KU4711'THE LOCATION TIES ARE 39.3 FEET (12.0 M) FROM THE CENTER OF THE SEWER
 KU4711'MANHOLE ON PINE STREET, 52.6 FEET (16.0 M) FROM THE CENTER OF THE
 KU4711'NORTHERLY SEWER MANHOLE ON EAST STREET AND 27.8 FEET (8.5 M) FROM THE
 KU4711'CENTER OF THE SOUTHERLY SEWER MANHOLE ON EAST STREET.
 KU4711
 KU4711                          STATION RECOVERY (1990)
 KU4711
 KU4711'RECOVERED 1990
 KU4711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4694 ***********************************************************************
 KU4694  DESIGNATION -  06E 15N
 KU4694  PID         -  KU4694
 KU4694  STATE/COUNTY-  NY/NASSAU
 KU4694  USGS QUAD   -  SEA CLIFF (1979)
 KU4694
 KU4694                         *CURRENT SURVEY CONTROL
 KU4694  ___________________________________________________________________
 KU4694* NAD 83(1996)-  40 46 26.85882(N)    073 39 56.28179(W)     ADJUSTED  
 KU4694* NAVD 88     -        47.0    (meters)     154.     (feet)  VERTCON   
 KU4694  ___________________________________________________________________
 KU4694  X           -   1,360,375.380 (meters)                     COMP
 KU4694  Y           -  -4,641,783.968 (meters)                     COMP
 KU4694  Z           -   4,143,470.229 (meters)                     COMP
 KU4694  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KU4694  ELLIP HEIGHT-          15.62  (meters)          (12/03/02) GPS OBS
 KU4694  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4694
 KU4694  HORZ ORDER  -  FIRST
 KU4694  ELLP ORDER  -  FOURTH    CLASS II
 KU4694
 KU4694.The horizontal coordinates were established by GPS observations
 KU4694.and adjusted by the National Geodetic Survey in January 1999..
 KU4694
 KU4694.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4694
 KU4694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4694
 KU4694.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4694
 KU4694.The ellipsoidal height was determined by GPS observations
 KU4694.and is referenced to NAD 83.
 KU4694
 KU4694.The geoid height was determined by GEOID03.
 KU4694
 KU4694;                    North         East     Units Scale Factor Converg.
 KU4694;SPC NY L     -    67,510.000   328,227.589   MT  0.99999578   +0 13 07.3
 KU4694;SPC NY L     -   221,489.06  1,076,860.01   sFT  0.99999578   +0 13 07.3
 KU4694;UTM  18      - 4,514,539.989   612,605.984   MT  0.99975607   +0 52 17.5
 KU4694
 KU4694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4694!SPC NY L     -   0.99999755  x   0.99999578  =   0.99999333
 KU4694!UTM  18      -   0.99999755  x   0.99975607  =   0.99975362
 KU4694
 KU4694:                Primary Azimuth Mark                     Grid Az
 KU4694:SPC NY L     -  06E 15N AZ                               170 38 09.2
 KU4694:UTM  18      -  06E 15N AZ                               169 58 59.0
 KU4694
 KU4694|---------------------------------------------------------------------|
 KU4694| PID    Reference Object                     Distance      Geod. Az  |
 KU4694|                                                           dddmmss.s |
 KU4694| KU4712 06E 15N AZ                          478.288 METERS 1705116.5 |
 KU4694|---------------------------------------------------------------------|
 KU4694
 KU4694                          SUPERSEDED SURVEY CONTROL
 KU4694
 KU4694  ELLIP H (09/01/99)   15.62   (m)                       GP(       ) 4 1
 KU4694  NAD 83(1996)-  40 46 26.86189(N)    073 39 56.28065(W) AD(       ) 1
 KU4694  NAD 83(1992)-  40 46 26.86176(N)    073 39 56.28046(W) AD(       ) 1
 KU4694  NAD 83(1986)-  40 46 26.86214(N)    073 39 56.28184(W) AD(       ) 1
 KU4694  NGVD 29 (03/24/92)   47.3    (m)          155.     (f) GPS OBS        
 KU4694
 KU4694.Superseded values are not recommended for survey control.
 KU4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4694.See file dsdata.txt to determine how the superseded data were derived.
 KU4694
 KU4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1260614540(NAD 83)
 KU4694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4694_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4694_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4694_STAMPING: 06E15N
 KU4694_MARK LOGO: NYDPW 
 KU4694_PROJECTION: RECESSED 8 CENTIMETERS
 KU4694_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4694+STABILITY: POSITION/ELEVATION WELL
 KU4694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU4694+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 KU4694_ROD/PIPE-DEPTH: 20.6 meters
 KU4694_SLEEVE-DEPTH  : 1.52 meters
 KU4694
 KU4694  HISTORY     - Date     Condition        Report By
 KU4694  HISTORY     - 1989     MONUMENTED       SBAS
 KU4694  HISTORY     - 19901220 GOOD
 KU4694  HISTORY     - 20030715 GOOD             BRUIN
 KU4694
 KU4694                          STATION DESCRIPTION
 KU4694
 KU4694'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4694'THE POINT IS LOCATED IN SEARINGTOWN, TOWN OF NORTH HEMPSTEAD, 150 FEET
 KU4694'(45.7 M) NORTH OF THE CENTERLINE OF DOGWOOD ROAD (NORTH END) AND 21
 KU4694'FEET (6.4 M) WEST OF THE CENTERLINE OF ELM DRIVE,IN THE CONCRETE
 KU4694'SIDEWALK.
 KU4694'THE LOCATION TIES ARE 23.0 FEET (7.0 M) FROM THE NORTHERLY SEWER
 KU4694'MANHOLE, 152.0 FEET (46.3 M) FROM THE SOUTHERLY SEWER MANHOLE AND 6.5
 KU4694'FEET (2.0 M) FROM THE WATER METER OF HOUSE NUMBER 400.
 KU4694
 KU4694                          STATION RECOVERY (1990)
 KU4694
 KU4694'RECOVERED 1990
 KU4694'RECOVERED IN GOOD CONDITION.
 KU4694
 KU4694                          STATION RECOVERY (2003)
 KU4694
 KU4694'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2003 (MML)
 KU4694'MAY NOT BE SUITABLE FOR GPS OBSERVATION.  RECENTLY PLANTED TREES
 KU4694'OVERSHADOW THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4712 ***********************************************************************
 KU4712  DESIGNATION -  06E 15N AZ
 KU4712  PID         -  KU4712
 KU4712  STATE/COUNTY-  NY/NASSAU
 KU4712  USGS QUAD   -  SEA CLIFF (1979)
 KU4712
 KU4712                         *CURRENT SURVEY CONTROL
 KU4712  ___________________________________________________________________
 KU4712* NAD 83(1996)-  40 46 11.55077(N)    073 39 53.04029(W)     ADJUSTED  
 KU4712* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 KU4712  ___________________________________________________________________
 KU4712  X           -   1,360,534.630 (meters)                     COMP
 KU4712  Y           -  -4,642,057.050 (meters)                     COMP
 KU4712  Z           -   4,143,111.298 (meters)                     COMP
 KU4712  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 KU4712  ELLIP HEIGHT-          13.60  (meters)          (12/03/02) GPS OBS
 KU4712  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4712
 KU4712  HORZ ORDER  -  FIRST
 KU4712  ELLP ORDER  -  FOURTH    CLASS II
 KU4712
 KU4712.The horizontal coordinates were established by GPS observations
 KU4712.and adjusted by the National Geodetic Survey in January 1999..
 KU4712
 KU4712.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4712
 KU4712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4712
 KU4712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4712
 KU4712.The ellipsoidal height was determined by GPS observations
 KU4712.and is referenced to NAD 83.
 KU4712
 KU4712.The geoid height was determined by GEOID03.
 KU4712
 KU4712;                    North         East     Units Scale Factor Converg.
 KU4712;SPC NY L     -    67,038.088   328,305.410   MT  0.99999588   +0 13 09.5
 KU4712;SPC NY L     -   219,940.79  1,077,115.33   sFT  0.99999588   +0 13 09.5
 KU4712;UTM  18      - 4,514,069.106   612,689.157   MT  0.99975630   +0 52 19.4
 KU4712
 KU4712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4712!SPC NY L     -   0.99999787  x   0.99999588  =   0.99999375
 KU4712!UTM  18      -   0.99999787  x   0.99975630  =   0.99975417
 KU4712
 KU4712:                Primary Azimuth Mark                     Grid Az
 KU4712:SPC NY L     -  06E 16N                                  005 27 59.1
 KU4712:UTM  18      -  06E 16N                                  004 48 49.2
 KU4712
 KU4712|---------------------------------------------------------------------|
 KU4712| PID    Reference Object                     Distance      Geod. Az  |
 KU4712|                                                           dddmmss.s |
 KU4712| KU4695 06E 16N                             APPROX. 1.8 KM 0054108.6 |
 KU4712| KU4694 06E 15N                             478.288 METERS 3505118.6 |
 KU4712|---------------------------------------------------------------------|
 KU4712
 KU4712                          SUPERSEDED SURVEY CONTROL
 KU4712
 KU4712  ELLIP H (09/01/99)   13.60   (m)                       GP(       ) 4 1
 KU4712  NAD 83(1996)-  40 46 11.55382(N)    073 39 53.03916(W) AD(       ) 1
 KU4712  NAD 83(1992)-  40 46 11.55369(N)    073 39 53.03896(W) AD(       ) 1
 KU4712  NAD 83(1986)-  40 46 11.55403(N)    073 39 53.04034(W) AD(       ) 1
 KU4712  NGVD 29 (03/24/92)   45.3    (m)          149.     (f) GPS OBS        
 KU4712
 KU4712.Superseded values are not recommended for survey control.
 KU4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4712.See file dsdata.txt to determine how the superseded data were derived.
 KU4712
 KU4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1268914069(NAD 83)
 KU4712_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4712_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4712_STAMPING: 06E15NAZ
 KU4712_MARK LOGO: NYDPW 
 KU4712_PROJECTION: RECESSED 8 CENTIMETERS
 KU4712_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4712+STABILITY: POSITION/ELEVATION WELL
 KU4712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4712+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003
 KU4712_ROD/PIPE-DEPTH: 20.6 meters
 KU4712_SLEEVE-DEPTH  : 1.52 meters
 KU4712
 KU4712  HISTORY     - Date     Condition        Report By
 KU4712  HISTORY     - 1989     MONUMENTED       SBAS
 KU4712  HISTORY     - 19901220 GOOD
 KU4712  HISTORY     - 20030715 GOOD             BRUIN
 KU4712
 KU4712                          STATION DESCRIPTION
 KU4712
 KU4712'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4712'THE POINT IS LOCATED IN SEARINGTOWN, TOWN OF NORTH HEMPSTEAD, 70 FEET
 KU4712'(21.3 M) NORTH OF THE CENTERLINE OF DOGWOOD ROAD (SOUTH END) AND 21
 KU4712'FEET (6.4 M) WEST OF THE CENTERLINE OF ELM DRIVE,IN THE CONCRETE
 KU4712'SIDEWALK.
 KU4712'THE LOCATION TIES ARE 69.3 FEET (21.1 M) FROM THE CENTER OF THE
 KU4712'MANHOLE CASTING OF THE CATCH BASIN ON THE EAST SIDE, 56.1 FEET
 KU4712'(17.1 M) FROM THE CENTER OF THE MANHOLE CASTING OF THE CATCH BASIN ON
 KU4712'THE WEST SIDE AND 74.2 FEET (22.6 M) FROM THE SOUTHERLY SEWER
 KU4712'MANHOLE.
 KU4712
 KU4712                          STATION RECOVERY (1990)
 KU4712
 KU4712'RECOVERED 1990
 KU4712'RECOVERED IN GOOD CONDITION.
 KU4712
 KU4712                          STATION RECOVERY (2003)
 KU4712
 KU4712'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2003 (MML)
 KU4712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4695 ***********************************************************************
 KU4695  DESIGNATION -  06E 16N
 KU4695  PID         -  KU4695
 KU4695  STATE/COUNTY-  NY/NASSAU
 KU4695  USGS QUAD   -  SEA CLIFF (1979)
 KU4695
 KU4695                         *CURRENT SURVEY CONTROL
 KU4695  ___________________________________________________________________
 KU4695* NAD 83(1996)-  40 47 08.90285(N)    073 39 45.52788(W)     ADJUSTED  
 KU4695* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 KU4695  ___________________________________________________________________
 KU4695  X           -   1,360,381.950 (meters)                     COMP
 KU4695  Y           -  -4,640,909.859 (meters)                     COMP
 KU4695  Z           -   4,144,461.043 (meters)                     COMP
 KU4695  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 KU4695  ELLIP HEIGHT-          29.00  (meters)          (12/03/02) GPS OBS
 KU4695  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU4695
 KU4695  HORZ ORDER  -  FIRST
 KU4695  ELLP ORDER  -  FOURTH    CLASS II
 KU4695
 KU4695.The horizontal coordinates were established by GPS observations
 KU4695.and adjusted by the National Geodetic Survey in January 1999..
 KU4695
 KU4695.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4695
 KU4695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4695
 KU4695.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4695
 KU4695.The ellipsoidal height was determined by GPS observations
 KU4695.and is referenced to NAD 83.
 KU4695
 KU4695.The geoid height was determined by GEOID03.
 KU4695
 KU4695;                    North         East     Units Scale Factor Converg.
 KU4695;SPC NY L     -    68,807.890   328,474.776   MT  0.99999553   +0 13 14.4
 KU4695;SPC NY L     -   225,747.22  1,077,670.99   sFT  0.99999553   +0 13 14.4
 KU4695;UTM  18      - 4,515,840.299   612,838.309   MT  0.99975672   +0 52 25.3
 KU4695
 KU4695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4695!SPC NY L     -   0.99999545  x   0.99999553  =   0.99999098
 KU4695!UTM  18      -   0.99999545  x   0.99975672  =   0.99975217
 KU4695
 KU4695|---------------------------------------------------------------------|
 KU4695| PID    Reference Object                     Distance      Geod. Az  |
 KU4695|                                                           dddmmss.s |
 KU4695| KU4713 06E 16N AZ                          273.536 METERS 16926     |
 KU4695| KU4712 06E 15N AZ                          APPROX. 1.8 KM 1854113.5 |
 KU4695|---------------------------------------------------------------------|
 KU4695
 KU4695                          SUPERSEDED SURVEY CONTROL
 KU4695
 KU4695  ELLIP H (09/01/99)   29.01   (m)                       GP(       ) 4 1
 KU4695  NAD 83(1996)-  40 47 08.90588(N)    073 39 45.52678(W) AD(       ) 1
 KU4695  NAD 83(1992)-  40 47 08.90575(N)    073 39 45.52658(W) AD(       ) 1
 KU4695  NAD 83(1986)-  40 47 08.90612(N)    073 39 45.52798(W) AD(       ) 1
 KU4695  NGVD 29 (03/24/92)   60.6    (m)          199.     (f) GPS OBS        
 KU4695
 KU4695.Superseded values are not recommended for survey control.
 KU4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4695.See file dsdata.txt to determine how the superseded data were derived.
 KU4695
 KU4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1283815840(NAD 83)
 KU4695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4695_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4695_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4695_STAMPING: 06E16N
 KU4695_MARK LOGO: NYDPW 
 KU4695_PROJECTION: RECESSED 8 CENTIMETERS
 KU4695_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4695+STABILITY: POSITION/ELEVATION WELL
 KU4695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4695+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1990
 KU4695_ROD/PIPE-DEPTH: 3.64 meters
 KU4695_SLEEVE-DEPTH  : 1.52 meters
 KU4695
 KU4695  HISTORY     - Date     Condition        Report By
 KU4695  HISTORY     - 1989     MONUMENTED       SBAS
 KU4695  HISTORY     - 19900117 GOOD
 KU4695
 KU4695                          STATION DESCRIPTION
 KU4695
 KU4695'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4695'THE POINT IS LOCATED IN NORTH HILLS, TOWN OF NORTH HEMPSTEAD, 334 FEET
 KU4695'(101.8 M) EAST OF THE CENTERLINE OF SEARINGTOWN ROAD AND 2066 FEET
 KU4695'(629.7 M) NORTH OF THE CENTERLINE OF THE NORTH SERVICE ROAD OF THE
 KU4695'LONG ISLAND EXPRESSWAY,IN CHRISTOPHER MORLEY PARK,IN THE GRASS AREA
 KU4695'NORTH OF THE NORTH EAST SIDE OF THE ASPHALT PARKING LOT.
 KU4695'THE LOCATION TIES ARE 26.7 FEET (8.1 M) FROM THE CENTER OF THE
 KU4695'EASTERLY LIGHT POLE, 28.1 FEET (8.6 M) FROM THE CENTER OF THE MIDDLE
 KU4695'LIGHT POLE AND 76.4 FEET (23.3 M) FROM THE CENTER OF THE WESTERLY
 KU4695'LIGHT POLE.
 KU4695
 KU4695                          STATION RECOVERY (1990)
 KU4695
 KU4695'RECOVERED 1990
 KU4695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4713 ***********************************************************************
 KU4713  DESIGNATION -  06E 16N AZ
 KU4713  PID         -  KU4713
 KU4713  STATE/COUNTY-  NY/NASSAU
 KU4713  USGS QUAD   -  SEA CLIFF (1979)
 KU4713
 KU4713                         *CURRENT SURVEY CONTROL
 KU4713  ___________________________________________________________________
 KU4713* NAD 83(1996)-  40 47 00.18572(N)    073 39 43.38877(W)     ADJUSTED  
 KU4713* NAVD 88     -        52.2    (meters)     171.     (feet)  VERTCON   
 KU4713  ___________________________________________________________________
 KU4713  X           -   1,360,477.756 (meters)                     COMP
 KU4713  Y           -  -4,641,058.393 (meters)                     COMP
 KU4713  Z           -   4,144,252.123 (meters)                     COMP
 KU4713  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KU4713  ELLIP HEIGHT-          20.86  (meters)          (12/03/02) GPS OBS
 KU4713  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4713
 KU4713  HORZ ORDER  -  FIRST
 KU4713  ELLP ORDER  -  FOURTH    CLASS II
 KU4713
 KU4713.The horizontal coordinates were established by GPS observations
 KU4713.and adjusted by the National Geodetic Survey in January 1999..
 KU4713
 KU4713.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4713
 KU4713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4713
 KU4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4713
 KU4713.The ellipsoidal height was determined by GPS observations
 KU4713.and is referenced to NAD 83.
 KU4713
 KU4713.The geoid height was determined by GEOID03.
 KU4713
 KU4713;                    North         East     Units Scale Factor Converg.
 KU4713;SPC NY L     -    68,539.188   328,525.967   MT  0.99999558   +0 13 15.8
 KU4713;SPC NY L     -   224,865.65  1,077,838.94   sFT  0.99999558   +0 13 15.8
 KU4713;UTM  18      - 4,515,572.262   612,892.547   MT  0.99975687   +0 52 26.5
 KU4713
 KU4713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4713!SPC NY L     -   0.99999673  x   0.99999558  =   0.99999231
 KU4713!UTM  18      -   0.99999673  x   0.99975687  =   0.99975360
 KU4713
 KU4713|---------------------------------------------------------------------|
 KU4713| PID    Reference Object                     Distance      Geod. Az  |
 KU4713|                                                           dddmmss.s |
 KU4713| KU4695 06E 16N                             273.536 METERS 34926     |
 KU4713|---------------------------------------------------------------------|
 KU4713
 KU4713                          SUPERSEDED SURVEY CONTROL
 KU4713
 KU4713  ELLIP H (09/01/99)   20.87   (m)                       GP(       ) 4 1
 KU4713  NAD 83(1996)-  40 47 00.18876(N)    073 39 43.38766(W) AD(       ) 1
 KU4713  NAD 83(1992)-  40 47 00.18863(N)    073 39 43.38747(W) AD(       ) 1
 KU4713  NAD 83(1986)-  40 47 00.18899(N)    073 39 43.38885(W) AD(       ) 1
 KU4713  NGVD 29 (03/24/92)   52.5    (m)          172.     (f) GPS OBS        
 KU4713
 KU4713.Superseded values are not recommended for survey control.
 KU4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4713.See file dsdata.txt to determine how the superseded data were derived.
 KU4713
 KU4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1289315572(NAD 83)
 KU4713_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4713_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4713_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4713_STAMPING: 06E16NAZ
 KU4713_MARK LOGO: NYDPW 
 KU4713_PROJECTION: RECESSED 8 CENTIMETERS
 KU4713_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4713+STABILITY: POSITION/ELEVATION WELL
 KU4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4713+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 KU4713_ROD/PIPE-DEPTH: 20.6 meters
 KU4713_SLEEVE-DEPTH  : 1.52 meters
 KU4713
 KU4713  HISTORY     - Date     Condition        Report By
 KU4713  HISTORY     - 1989     MONUMENTED       SBAS
 KU4713  HISTORY     - 19900406 GOOD
 KU4713
 KU4713                          STATION DESCRIPTION
 KU4713
 KU4713'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4713'THE POINT IS LOCATED IN NORTH HILLS, TOWN OF NORTH HEMPSTEAD, 277 FEET
 KU4713'(84.4 M) EAST OF THE CENTERLINE OF SEARINGTOWN ROAD AND 1197 FEET
 KU4713'(364.8 M) NORTH OF THE CENTERLINE OF THE NORTH SERVICE ROAD OF THE
 KU4713'LONG ISLAND EXPRESSWAY,IN CHRISTOPHER MORLEY PARK,THE SOUTH EAST
 KU4713'CORNER OF THE PARK,IN THE ASPHALT WALK SOUTH OF THE PARKING LOT.
 KU4713'THE LOCATION TIES ARE 41.3 FEET (12.6 M) FROM THE HYDRANT, 57.5 FEET
 KU4713'(17.5 M) FROM THE SOUTH WEST CORNER OF THE CATCH BASIN AND 25.8 FEET
 KU4713'(7.9 M) FROM THE CENTER OF THE LIGHT POLE.
 KU4713
 KU4713                          STATION RECOVERY (1990)
 KU4713
 KU4713'RECOVERED 1990
 KU4713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4696 ***********************************************************************
 KU4696  DESIGNATION -  06E 17N
 KU4696  PID         -  KU4696
 KU4696  STATE/COUNTY-  NY/NASSAU
 KU4696  USGS QUAD   -  SEA CLIFF (1979)
 KU4696
 KU4696                         *CURRENT SURVEY CONTROL
 KU4696  ___________________________________________________________________
 KU4696* NAD 83(1996)-  40 48 07.40064(N)    073 40 13.91848(W)     ADJUSTED  
 KU4696* NAVD 88     -        47.8    (meters)     157.     (feet)  VERTCON   
 KU4696  ___________________________________________________________________
 KU4696  X           -   1,359,409.037 (meters)                     COMP
 KU4696  Y           -  -4,639,956.642 (meters)                     COMP
 KU4696  Z           -   4,145,819.050 (meters)                     COMP
 KU4696  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 KU4696  ELLIP HEIGHT-          16.58  (meters)          (12/03/02) GPS OBS
 KU4696  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU4696
 KU4696  HORZ ORDER  -  FIRST
 KU4696  ELLP ORDER  -  FOURTH    CLASS II
 KU4696
 KU4696.The horizontal coordinates were established by GPS observations
 KU4696.and adjusted by the National Geodetic Survey in January 1999..
 KU4696
 KU4696.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4696
 KU4696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4696
 KU4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4696
 KU4696.The ellipsoidal height was determined by GPS observations
 KU4696.and is referenced to NAD 83.
 KU4696
 KU4696.The geoid height was determined by GEOID03.
 KU4696
 KU4696;                    North         East     Units Scale Factor Converg.
 KU4696;SPC NY L     -    70,609.828   327,802.340   MT  0.99999525   +0 12 55.8
 KU4696;SPC NY L     -   231,659.08  1,075,464.84   sFT  0.99999525   +0 12 55.8
 KU4696;UTM  18      - 4,517,634.025   612,145.541   MT  0.99975480   +0 52 07.8
 KU4696
 KU4696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4696!SPC NY L     -   0.99999740  x   0.99999525  =   0.99999265
 KU4696!UTM  18      -   0.99999740  x   0.99975480  =   0.99975220
 KU4696
 KU4696|---------------------------------------------------------------------|
 KU4696| PID    Reference Object                     Distance      Geod. Az  |
 KU4696|                                                           dddmmss.s |
 KU4696| KU4540 06E 17N AZ MK                       260.385 METERS 18922     |
 KU4696|---------------------------------------------------------------------|
 KU4696
 KU4696                          SUPERSEDED SURVEY CONTROL
 KU4696
 KU4696  ELLIP H (09/01/99)   16.58   (m)                       GP(       ) 4 1
 KU4696  NAD 83(1996)-  40 48 07.40367(N)    073 40 13.91737(W) AD(       ) 1
 KU4696  NAD 83(1992)-  40 48 07.40354(N)    073 40 13.91718(W) AD(       ) 1
 KU4696  NAD 83(1986)-  40 48 07.40390(N)    073 40 13.91861(W) AD(       ) 1
 KU4696  NGVD 29 (03/24/92)   48.2    (m)          158.     (f) GPS OBS        
 KU4696
 KU4696.Superseded values are not recommended for survey control.
 KU4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4696.See file dsdata.txt to determine how the superseded data were derived.
 KU4696
 KU4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1214617634(NAD 83)
 KU4696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4696_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4696_STAMPING: 06E17N
 KU4696_MARK LOGO: NYDPW 
 KU4696_PROJECTION: RECESSED 8 CENTIMETERS
 KU4696_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4696+STABILITY: POSITION/ELEVATION WELL
 KU4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4696+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4696_ROD/PIPE-DEPTH: 17.9 meters
 KU4696_SLEEVE-DEPTH  : 1.52 meters
 KU4696
 KU4696  HISTORY     - Date     Condition        Report By
 KU4696  HISTORY     - 1989     MONUMENTED       SBAS
 KU4696  HISTORY     - 19910311 GOOD
 KU4696
 KU4696                          STATION DESCRIPTION
 KU4696
 KU4696'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4696'THE POINT IS LOCATED IN MUNSEY PARK, TOWN OF NORTH HEMPSTEAD, 41 FEET
 KU4696'(12.5 M) SOUTH OF THE CENTERLINE OF KENSETT ROAD AND 15 FEET (4.6 M)
 KU4696'WEST OF THE CENTERLINE OF BARTLETT ROAD,IN THE GRASS AREA BEHIND THE
 KU4696'CURB.
 KU4696'THE LOCATION TIES ARE 27.3 FEET (8.3 M) FROM THE MANHOLE ON THE SOUTH
 KU4696'SIDE OF KENSETT ROAD, 13.5 FEET (4.1 M) FROM THE MANHOLE ON THE WEST
 KU4696'SIDE OF BARTLETT ROAD AND 41.6 FEET (12.7 M) FROM THE MANHOLE ON THE
 KU4696'EAST SIDE OF BARTLETT ROAD.
 KU4696
 KU4696                          STATION RECOVERY (1991)
 KU4696
 KU4696'RECOVERED 1991
 KU4696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4540 ***********************************************************************
 KU4540  DESIGNATION -  06E 17N AZ MK
 KU4540  PID         -  KU4540
 KU4540  STATE/COUNTY-  NY/NASSAU
 KU4540  USGS QUAD   -  SEA CLIFF (1979)
 KU4540
 KU4540                         *CURRENT SURVEY CONTROL
 KU4540  ___________________________________________________________________
 KU4540* NAD 83(1996)-  40 47 59.07199(N)    073 40 15.72569(W)     ADJUSTED  
 KU4540* NAVD 88     -        54.188  (meters)     177.78   (feet)  ADJUSTED  
 KU4540  ___________________________________________________________________
 KU4540  X           -   1,359,416.938 (meters)                     COMP
 KU4540  Y           -  -4,640,134.286 (meters)                     COMP
 KU4540  Z           -   4,145,628.731 (meters)                     COMP
 KU4540  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KU4540  ELLIP HEIGHT-          22.95  (meters)          (12/03/02) GPS OBS
 KU4540  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU4540  DYNAMIC HT  -          54.167 (meters)     177.71  (feet)  COMP
 KU4540  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 KU4540
 KU4540  HORZ ORDER  -  FIRST
 KU4540  VERT ORDER  -  THIRD
 KU4540  ELLP ORDER  -  FOURTH    CLASS II
 KU4540
 KU4540.The horizontal coordinates were established by GPS observations
 KU4540.and adjusted by the National Geodetic Survey in January 1999..
 KU4540
 KU4540.The orthometric height was determined by differential leveling
 KU4540.and adjusted by the National Geodetic Survey in August 1995..
 KU4540
 KU4540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4540
 KU4540.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4540
 KU4540.The ellipsoidal height was determined by GPS observations
 KU4540.and is referenced to NAD 83.
 KU4540
 KU4540.The geoid height was determined by GEOID03.
 KU4540
 KU4540.The dynamic height is computed by dividing the NAVD 88
 KU4540.geopotential number by the normal gravity value computed on the
 KU4540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4540.degrees latitude (g = 980.6199 gals.).
 KU4540
 KU4540.The modeled gravity was interpolated from observed gravity values.
 KU4540
 KU4540;                    North         East     Units Scale Factor Converg.
 KU4540;SPC NY L     -    70,352.756   327,760.943   MT  0.99999528   +0 12 54.6
 KU4540;SPC NY L     -   230,815.67  1,075,329.03   sFT  0.99999528   +0 12 54.6
 KU4540;UTM  18      - 4,517,376.560   612,107.087   MT  0.99975469   +0 52 06.5
 KU4540
 KU4540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4540!SPC NY L     -   0.99999640  x   0.99999528  =   0.99999168
 KU4540!UTM  18      -   0.99999640  x   0.99975469  =   0.99975109
 KU4540
 KU4540|---------------------------------------------------------------------|
 KU4540| PID    Reference Object                     Distance      Geod. Az  |
 KU4540|                                                           dddmmss.s |
 KU4540| KU4696 06E 17N                             260.385 METERS 00922     |
 KU4540|---------------------------------------------------------------------|
 KU4540
 KU4540                          SUPERSEDED SURVEY CONTROL
 KU4540
 KU4540  ELLIP H (09/01/99)   22.96   (m)                       GP(       ) 4 1
 KU4540  NAD 83(1996)-  40 47 59.07501(N)    073 40 15.72461(W) AD(       ) 1
 KU4540  NAD 83(1992)-  40 47 59.07488(N)    073 40 15.72442(W) AD(       ) 1
 KU4540  NAD 83(1986)-  40 47 59.07525(N)    073 40 15.72583(W) AD(       ) 1
 KU4540  NGVD 29 (03/24/92)   54.53   (m)          178.9    (f) LEVELING    3  
 KU4540
 KU4540.Superseded values are not recommended for survey control.
 KU4540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4540.See file dsdata.txt to determine how the superseded data were derived.
 KU4540
 KU4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1210717377(NAD 83)
 KU4540_MARKER: DD = SURVEY DISK
 KU4540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4540_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4540_STAMPING: 06E17NAZ
 KU4540_MARK LOGO: NYDPW 
 KU4540_PROJECTION: RECESSED 8 CENTIMETERS
 KU4540_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4540+STABILITY: POSITION/ELEVATION WELL
 KU4540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4540+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1991
 KU4540_ROD/PIPE-DEPTH: 20.6 meters
 KU4540_SLEEVE-DEPTH  : 1.52 meters
 KU4540
 KU4540  HISTORY     - Date     Condition        Report By
 KU4540  HISTORY     - 1989     MONUMENTED       SBAS
 KU4540  HISTORY     - 19910121 GOOD
 KU4540
 KU4540                          STATION DESCRIPTION
 KU4540
 KU4540'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4540'THE POINT IS LOCATED IN MUNSEY PARK, TOWN OF NORTH HEMPSTEAD, 14 FEET
 KU4540'(4.3 M) SOUTH OF THE CENTERLINE OF BARTLETT ROAD AND 216 FEET
 KU4540'(65.8 M) EAST OF THE CENTERLINE OF TRUMBULL ROAD,IN THE GRASS AREA
 KU4540'BEHIND THE CURB.
 KU4540'THE LOCATION TIES ARE 31.2 FEET (9.5 M) FROM THE HYDRANT, 69.0 FEET
 KU4540'(21.0 M) FROM THE UTILITY POLE NUMBER 2A AND 48.4 FEET (14.8 M) FROM
 KU4540'THE NORTH EAST CORNER OF HOUSE NUMBER 14.
 KU4540
 KU4540                          STATION RECOVERY (1991)
 KU4540
 KU4540'RECOVERED 1991
 KU4540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4697 ***********************************************************************
 KU4697  DESIGNATION -  06E 18N
 KU4697  PID         -  KU4697
 KU4697  STATE/COUNTY-  NY/NASSAU
 KU4697  USGS QUAD   -  SEA CLIFF (1979)
 KU4697
 KU4697                         *CURRENT SURVEY CONTROL
 KU4697  ___________________________________________________________________
 KU4697* NAD 83(1996)-  40 49 00.42929(N)    073 40 17.53191(W)     ADJUSTED  
 KU4697* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 KU4697  ___________________________________________________________________
 KU4697  X           -   1,359,027.062 (meters)                     COMP
 KU4697  Y           -  -4,638,954.067 (meters)                     COMP
 KU4697  Z           -   4,147,056.764 (meters)                     COMP
 KU4697  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 KU4697  ELLIP HEIGHT-          15.97  (meters)          (12/03/02) GPS OBS
 KU4697  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4697
 KU4697  HORZ ORDER  -  FIRST
 KU4697  ELLP ORDER  -  FOURTH    CLASS II
 KU4697
 KU4697.The horizontal coordinates were established by GPS observations
 KU4697.and adjusted by the National Geodetic Survey in January 1999..
 KU4697
 KU4697.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4697
 KU4697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4697
 KU4697.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4697
 KU4697.The ellipsoidal height was determined by GPS observations
 KU4697.and is referenced to NAD 83.
 KU4697
 KU4697.The geoid height was determined by GEOID03.
 KU4697
 KU4697;                    North         East     Units Scale Factor Converg.
 KU4697;SPC NY L     -    72,245.280   327,711.506   MT  0.99999507   +0 12 53.4
 KU4697;SPC NY L     -   237,024.72  1,075,166.83   sFT  0.99999507   +0 12 53.4
 KU4697;SPC NY E     -   220,533.566   219,888.943   MT  0.99996010   +0 32 29.5
 KU4697;SPC NY E     -   723,533.87    721,418.97   sFT  0.99996010   +0 32 29.5
 KU4697;UTM  18      - 4,519,267.942   612,036.088   MT  0.99975449   +0 52 06.3
 KU4697
 KU4697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4697!SPC NY L     -   0.99999749  x   0.99999507  =   0.99999256
 KU4697!SPC NY E     -   0.99999749  x   0.99996010  =   0.99995759
 KU4697!UTM  18      -   0.99999749  x   0.99975449  =   0.99975199
 KU4697
 KU4697:                Primary Azimuth Mark                     Grid Az
 KU4697:SPC NY L     -  06E 19N                                  038 58 46.0
 KU4697:SPC NY E     -  06E 19N                                  038 39 09.9
 KU4697:UTM  18      -  06E 19N                                  038 19 33.1
 KU4697
 KU4697|---------------------------------------------------------------------|
 KU4697| PID    Reference Object                     Distance      Geod. Az  |
 KU4697|                                                           dddmmss.s |
 KU4697| KU4698 06E 19N                             APPROX. 1.6 KM 0391139.4 |
 KU4697| KU4540 06E 17N AZ MK                       APPROX. 1.9 KM 1784306.6 |
 KU4697| KU4715 06E 18N AZ                          152.746 METERS 25820     |
 KU4697|---------------------------------------------------------------------|
 KU4697
 KU4697                          SUPERSEDED SURVEY CONTROL
 KU4697
 KU4697  ELLIP H (09/01/99)   15.98   (m)                       GP(       ) 4 1
 KU4697  NAD 83(1996)-  40 49 00.43228(N)    073 40 17.53083(W) AD(       ) 1
 KU4697  NAD 83(1992)-  40 49 00.43214(N)    073 40 17.53064(W) AD(       ) 1
 KU4697  NAD 83(1986)-  40 49 00.43258(N)    073 40 17.53221(W) AD(       ) 1
 KU4697  NGVD 29 (03/24/92)   47.5    (m)          156.     (f) GPS OBS        
 KU4697
 KU4697.Superseded values are not recommended for survey control.
 KU4697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4697.See file dsdata.txt to determine how the superseded data were derived.
 KU4697
 KU4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1203619268(NAD 83)
 KU4697_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4697_STAMPING: 06E18N
 KU4697_MARK LOGO: NYDPW 
 KU4697_PROJECTION: RECESSED 8 CENTIMETERS
 KU4697_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4697+STABILITY: POSITION/ELEVATION WELL
 KU4697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4697+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 KU4697_ROD/PIPE-DEPTH: 20.6 meters
 KU4697_SLEEVE-DEPTH  : 1.52 meters
 KU4697
 KU4697  HISTORY     - Date     Condition        Report By
 KU4697  HISTORY     - 1989     MONUMENTED       SBAS
 KU4697  HISTORY     - 19900122 GOOD
 KU4697
 KU4697                          STATION DESCRIPTION
 KU4697
 KU4697'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4697'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 4
 KU4697'FEET (1.2 M) SOUTH OF THE CENTERLINE OF WAKEFIELD AVENUE AND 280 FEET
 KU4697'(85.3 M) EAST OF THE CENTERLINE OF GUILFORD ROAD,IN THE PAVED
 KU4697'ROADWAY.
 KU4697'THE LOCATION TIES ARE 8.3 FEET (2.5 M) FROM THE CENTER OF THE SEWER
 KU4697'MANHOLE, 22.7 FEET (6.9 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU4697'52.3 FEET (15.9 M) FROM THE NORTH EAST CORNER OF THE CHAIN LINK FENCE
 KU4697'AT THE PUMP STATION.
 KU4697
 KU4697                          STATION RECOVERY (1990)
 KU4697
 KU4697'RECOVERED 1990
 KU4697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4715 ***********************************************************************
 KU4715  DESIGNATION -  06E 18N AZ
 KU4715  PID         -  KU4715
 KU4715  STATE/COUNTY-  NY/NASSAU
 KU4715  USGS QUAD   -  SEA CLIFF (1979)
 KU4715
 KU4715                         *CURRENT SURVEY CONTROL
 KU4715  ___________________________________________________________________
 KU4715* NAD 83(1996)-  40 48 59.42732(N)    073 40 23.91477(W)     ADJUSTED  
 KU4715* NAVD 88     -        55.3    (meters)     181.     (feet)  VERTCON   
 KU4715  ___________________________________________________________________
 KU4715  X           -   1,358,890.920 (meters)                     COMP
 KU4715  Y           -  -4,639,021.420 (meters)                     COMP
 KU4715  Z           -   4,147,038.693 (meters)                     COMP
 KU4715  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 KU4715  ELLIP HEIGHT-          24.11  (meters)          (12/03/02) GPS OBS
 KU4715  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4715
 KU4715  HORZ ORDER  -  FIRST
 KU4715  ELLP ORDER  -  FOURTH    CLASS II
 KU4715
 KU4715.The horizontal coordinates were established by GPS observations
 KU4715.and adjusted by the National Geodetic Survey in January 1999..
 KU4715
 KU4715.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4715
 KU4715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4715
 KU4715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4715
 KU4715.The ellipsoidal height was determined by GPS observations
 KU4715.and is referenced to NAD 83.
 KU4715
 KU4715.The geoid height was determined by GEOID03.
 KU4715
 KU4715;                    North         East     Units Scale Factor Converg.
 KU4715;SPC NY L     -    72,213.813   327,562.038   MT  0.99999507   +0 12 49.3
 KU4715;SPC NY L     -   236,921.48  1,074,676.45   sFT  0.99999507   +0 12 49.3
 KU4715;SPC NY E     -   220,501.248   219,739.661   MT  0.99995984   +0 32 25.4
 KU4715;SPC NY E     -   723,427.84    720,929.20   sFT  0.99995984   +0 32 25.4
 KU4715;UTM  18      - 4,519,234.780   611,887.024   MT  0.99975408   +0 52 02.2
 KU4715
 KU4715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4715!SPC NY L     -   0.99999622  x   0.99999507  =   0.99999129
 KU4715!SPC NY E     -   0.99999622  x   0.99995984  =   0.99995606
 KU4715!UTM  18      -   0.99999622  x   0.99975408  =   0.99975030
 KU4715
 KU4715|---------------------------------------------------------------------|
 KU4715| PID    Reference Object                     Distance      Geod. Az  |
 KU4715|                                                           dddmmss.s |
 KU4715| KU4697 06E 18N                             152.746 METERS 07819     |
 KU4715|---------------------------------------------------------------------|
 KU4715
 KU4715                          SUPERSEDED SURVEY CONTROL
 KU4715
 KU4715  ELLIP H (09/01/99)   24.11   (m)                       GP(       ) 4 1
 KU4715  NAD 83(1996)-  40 48 59.43031(N)    073 40 23.91369(W) AD(       ) 1
 KU4715  NAD 83(1992)-  40 48 59.43018(N)    073 40 23.91349(W) AD(       ) 1
 KU4715  NAD 83(1986)-  40 48 59.43067(N)    073 40 23.91499(W) AD(       ) 1
 KU4715  NGVD 29 (03/24/92)   55.6    (m)          182.     (f) GPS OBS        
 KU4715
 KU4715.Superseded values are not recommended for survey control.
 KU4715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4715.See file dsdata.txt to determine how the superseded data were derived.
 KU4715
 KU4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1188719235(NAD 83)
 KU4715_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4715_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4715_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4715_STAMPING: 06E18NAZ
 KU4715_MARK LOGO: NYDPW 
 KU4715_PROJECTION: RECESSED 8 CENTIMETERS
 KU4715_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4715+STABILITY: POSITION/ELEVATION WELL
 KU4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4715+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
 KU4715_ROD/PIPE-DEPTH: 20.6 meters
 KU4715_SLEEVE-DEPTH  : 1.52 meters
 KU4715
 KU4715  HISTORY     - Date     Condition        Report By
 KU4715  HISTORY     - 1989     MONUMENTED       SBAS
 KU4715  HISTORY     - 19900619 GOOD
 KU4715
 KU4715                          STATION DESCRIPTION
 KU4715
 KU4715'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4715'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 20
 KU4715'FEET (6.1 M) SOUTH OF THE CENTERLINE OF WAKEFIELD AVENUE AND 224 FEET
 KU4715'(68.3 M) WEST OF THE CENTERLINE OF GUILFORD ROAD,IN THE CONCRETE
 KU4715'SIDEWALK.
 KU4715'THE LOCATION TIES ARE 56.2 FEET (17.1 M) FROM THE CENTER OF THE SEWER
 KU4715'MANHOLE, 62.0 FEET (18.9 M) FROM THE LIGHT POLE AND 14.8 FEET
 KU4715'(4.5 M) FROM THE WATER METER OF HOUSE NUMBER 52.
 KU4715
 KU4715                          STATION RECOVERY (1990)
 KU4715
 KU4715'RECOVERED 1990
 KU4715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4698 ***********************************************************************
 KU4698  DESIGNATION -  06E 19N
 KU4698  PID         -  KU4698
 KU4698  STATE/COUNTY-  NY/NASSAU
 KU4698  USGS QUAD   -  SEA CLIFF (1979)
 KU4698
 KU4698                         *CURRENT SURVEY CONTROL
 KU4698  ___________________________________________________________________
 KU4698* NAD 83(1996)-  40 49 41.50071(N)    073 39 33.43978(W)     ADJUSTED  
 KU4698* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 KU4698  ___________________________________________________________________
 KU4698  X           -   1,359,776.696 (meters)                     COMP
 KU4698  Y           -  -4,637,838.124 (meters)                     COMP
 KU4698  Z           -   4,147,988.001 (meters)                     COMP
 KU4698  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KU4698  ELLIP HEIGHT-         -26.11  (meters)          (12/03/02) GPS OBS
 KU4698  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4698
 KU4698  HORZ ORDER  -  FIRST
 KU4698  ELLP ORDER  -  FOURTH    CLASS II
 KU4698
 KU4698.The horizontal coordinates were established by GPS observations
 KU4698.and adjusted by the National Geodetic Survey in January 1999..
 KU4698
 KU4698.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4698
 KU4698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4698
 KU4698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4698
 KU4698.The ellipsoidal height was determined by GPS observations
 KU4698.and is referenced to NAD 83.
 KU4698
 KU4698.The geoid height was determined by GEOID03.
 KU4698
 KU4698;                    North         East     Units Scale Factor Converg.
 KU4698;SPC NY L     -    73,516.156   328,739.886   MT  0.99999497   +0 13 22.3
 KU4698;SPC NY L     -   241,194.26  1,078,540.78   sFT  0.99999497   +0 13 22.3
 KU4698;UTM  18      - 4,520,550.161   613,049.659   MT  0.99975730   +0 52 35.9
 KU4698
 KU4698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4698!SPC NY L     -   1.00000410  x   0.99999497  =   0.99999907
 KU4698!UTM  18      -   1.00000410  x   0.99975730  =   0.99976139
 KU4698
 KU4698:                Primary Azimuth Mark                     Grid Az
 KU4698:SPC NY L     -  06E 19N AZ                               336 53 39.1
 KU4698:UTM  18      -  06E 19N AZ                               336 14 25.5
 KU4698
 KU4698|---------------------------------------------------------------------|
 KU4698| PID    Reference Object                     Distance      Geod. Az  |
 KU4698|                                                           dddmmss.s |
 KU4698| KU4716 06E 19N AZ                          492.239 METERS 3370701.4 |
 KU4698|---------------------------------------------------------------------|
 KU4698
 KU4698                          SUPERSEDED SURVEY CONTROL
 KU4698
 KU4698  ELLIP H (09/01/99)  -26.11   (m)                       GP(       ) 4 1
 KU4698  NAD 83(1996)-  40 49 41.50370(N)    073 39 33.43870(W) AD(       ) 1
 KU4698  NAD 83(1992)-  40 49 41.50356(N)    073 39 33.43851(W) AD(       ) 1
 KU4698  NAD 83(1986)-  40 49 41.50403(N)    073 39 33.44014(W) AD(       ) 1
 KU4698  NGVD 29 (03/24/92)    5.4    (m)           18.     (f) GPS OBS        
 KU4698
 KU4698.Superseded values are not recommended for survey control.
 KU4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4698.See file dsdata.txt to determine how the superseded data were derived.
 KU4698
 KU4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1305020550(NAD 83)
 KU4698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4698_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4698_STAMPING: 06E19N
 KU4698_MARK LOGO: NYDPW 
 KU4698_PROJECTION: RECESSED 8 CENTIMETERS
 KU4698_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4698+STABILITY: POSITION/ELEVATION WELL
 KU4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4698+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4698_ROD/PIPE-DEPTH: 20.6 meters
 KU4698_SLEEVE-DEPTH  : 1.52 meters
 KU4698
 KU4698  HISTORY     - Date     Condition        Report By
 KU4698  HISTORY     - 1990     MONUMENTED       SBAS
 KU4698  HISTORY     - 19910201 GOOD
 KU4698
 KU4698                          STATION DESCRIPTION
 KU4698
 KU4698'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4698'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 49
 KU4698'FEET (14.9 M) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF WEST
 KU4698'SHORE DRIVE AND 1.2 MILES (1.9 KM) NORTH OF HARBOR DRIVE NORTH,IN THE
 KU4698'GRASS PORTION OF THE MEDIAN.
 KU4698'THE LOCATION TIES ARE 41.5 FEET (12.6 M) FROM THE CENTER OF THE VENT
 KU4698'PIPE, 87.9 FEET (26.8 M) FROM THE HYDRANT AND 104.3 FEET (31.8 M)
 KU4698'FROM THE WEST POST OF THE SIGN BAR BEACH.
 KU4698
 KU4698                          STATION RECOVERY (1991)
 KU4698
 KU4698'RECOVERED 1991
 KU4698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4716 ***********************************************************************
 KU4716  DESIGNATION -  06E 19N AZ
 KU4716  PID         -  KU4716
 KU4716  STATE/COUNTY-  NY/NASSAU
 KU4716  USGS QUAD   -  SEA CLIFF (1979)
 KU4716
 KU4716                         *CURRENT SURVEY CONTROL
 KU4716  ___________________________________________________________________
 KU4716* NAD 83(1996)-  40 49 56.20203(N)    073 39 41.60908(W)     ADJUSTED  
 KU4716* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 KU4716  ___________________________________________________________________
 KU4716  X           -   1,359,509.391 (meters)                     COMP
 KU4716  Y           -  -4,637,606.734 (meters)                     COMP
 KU4716  Z           -   4,148,330.497 (meters)                     COMP
 KU4716  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KU4716  ELLIP HEIGHT-         -27.09  (meters)          (12/03/02) GPS OBS
 KU4716  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU4716
 KU4716  HORZ ORDER  -  FIRST
 KU4716  ELLP ORDER  -  FOURTH    CLASS II
 KU4716
 KU4716.The horizontal coordinates were established by GPS observations
 KU4716.and adjusted by the National Geodetic Survey in January 1999..
 KU4716
 KU4716.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4716
 KU4716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4716
 KU4716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4716
 KU4716.The ellipsoidal height was determined by GPS observations
 KU4716.and is referenced to NAD 83.
 KU4716
 KU4716.The geoid height was determined by GEOID03.
 KU4716
 KU4716;                    North         East     Units Scale Factor Converg.
 KU4716;SPC NY L     -    73,968.906   328,546.718   MT  0.99999495   +0 13 16.9
 KU4716;SPC NY L     -   242,679.65  1,077,907.02   sFT  0.99999495   +0 13 16.9
 KU4716;UTM  18      - 4,521,000.570   612,851.384   MT  0.99975675   +0 52 30.8
 KU4716
 KU4716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4716!SPC NY L     -   1.00000425  x   0.99999495  =   0.99999920
 KU4716!UTM  18      -   1.00000425  x   0.99975675  =   0.99976100
 KU4716
 KU4716:                Primary Azimuth Mark                     Grid Az
 KU4716:SPC NY L     -  06E 19N                                  156 53 39.1
 KU4716:UTM  18      -  06E 19N                                  156 14 25.2
 KU4716
 KU4716|---------------------------------------------------------------------|
 KU4716| PID    Reference Object                     Distance      Geod. Az  |
 KU4716|                                                           dddmmss.s |
 KU4716| KU4698 06E 19N                             492.239 METERS 1570656.0 |
 KU4716|---------------------------------------------------------------------|
 KU4716
 KU4716                          SUPERSEDED SURVEY CONTROL
 KU4716
 KU4716  ELLIP H (09/01/99)  -27.09   (m)                       GP(       ) 4 1
 KU4716  NAD 83(1996)-  40 49 56.20502(N)    073 39 41.60800(W) AD(       ) 1
 KU4716  NAD 83(1992)-  40 49 56.20487(N)    073 39 41.60781(W) AD(       ) 1
 KU4716  NAD 83(1986)-  40 49 56.20538(N)    073 39 41.60949(W) AD(       ) 1
 KU4716  NGVD 29 (03/24/92)    4.4    (m)           14.     (f) GPS OBS        
 KU4716
 KU4716.Superseded values are not recommended for survey control.
 KU4716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4716.See file dsdata.txt to determine how the superseded data were derived.
 KU4716
 KU4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1285121001(NAD 83)
 KU4716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4716_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4716_STAMPING: 06E19NAZ
 KU4716_MARK LOGO: NYDPW 
 KU4716_PROJECTION: RECESSED 8 CENTIMETERS
 KU4716_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4716+STABILITY: POSITION/ELEVATION WELL
 KU4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4716+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 KU4716_ROD/PIPE-DEPTH: 20.6 meters
 KU4716_SLEEVE-DEPTH  : 1.52 meters
 KU4716
 KU4716  HISTORY     - Date     Condition        Report By
 KU4716  HISTORY     - 1990     MONUMENTED       SBAS
 KU4716  HISTORY     - 19910201 GOOD
 KU4716
 KU4716                          STATION DESCRIPTION
 KU4716
 KU4716'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4716'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 17
 KU4716'FEET (5.2 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF WEST
 KU4716'SHORE DRIVE AND 1.4 MILES (2.3 KM) NORTH OF HARBOR PARK DRIVE
 KU4716'NORTH,IN THE GRASS PORTION OF THE MEDIAN.
 KU4716'THE LOCATION TIES ARE 50.0 FEET (15.2 M) FROM THE NORTH EAST CORNER OF
 KU4716'THE SOUTHERLY CATCH BASIN, 117.2 FEET (35.7 M) FROM THE SOUTH EAST
 KU4716'CORNER OF THE NORTHERLY CATCH BASIN AND 38.4 FEET (11.7 M) FROM THE
 KU4716'NORTH WEST CORNER OF THE CATCH BASIN IN THE MEDIAN.
 KU4716
 KU4716                          STATION RECOVERY (1991)
 KU4716
 KU4716'RECOVERED 1991
 KU4716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4699 ***********************************************************************
 KU4699  DESIGNATION -  06E 20N
 KU4699  PID         -  KU4699
 KU4699  STATE/COUNTY-  NY/NASSAU
 KU4699  USGS QUAD   -  SEA CLIFF (1979)
 KU4699
 KU4699                         *CURRENT SURVEY CONTROL
 KU4699  ___________________________________________________________________
 KU4699* NAD 83(1996)-  40 50 27.42509(N)    073 40 01.40996(W)     ADJUSTED  
 KU4699* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 KU4699  ___________________________________________________________________
 KU4699  X           -   1,358,891.505 (meters)                     COMP
 KU4699  Y           -  -4,637,147.955 (meters)                     COMP
 KU4699  Z           -   4,149,072.815 (meters)                     COMP
 KU4699  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 KU4699  ELLIP HEIGHT-          -6.26  (meters)          (12/03/02) GPS OBS
 KU4699  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU4699
 KU4699  HORZ ORDER  -  FIRST
 KU4699  ELLP ORDER  -  FOURTH    CLASS II
 KU4699
 KU4699.The horizontal coordinates were established by GPS observations
 KU4699.and adjusted by the National Geodetic Survey in January 1999..
 KU4699
 KU4699.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4699
 KU4699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4699
 KU4699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4699
 KU4699.The ellipsoidal height was determined by GPS observations
 KU4699.and is referenced to NAD 83.
 KU4699
 KU4699.The geoid height was determined by GEOID03.
 KU4699
 KU4699;                    North         East     Units Scale Factor Converg.
 KU4699;SPC NY L     -    74,930.267   328,079.127   MT  0.99999491   +0 13 04.0
 KU4699;SPC NY L     -   245,833.72  1,076,372.94   sFT  0.99999491   +0 13 04.0
 KU4699;SPC NY E     -   223,220.513   220,241.230   MT  0.99996071   +0 32 41.0
 KU4699;SPC NY E     -   732,349.30    722,574.77   sFT  0.99996071   +0 32 41.0
 KU4699;UTM  18      - 4,521,956.303   612,372.966   MT  0.99975542   +0 52 18.4
 KU4699
 KU4699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4699!SPC NY L     -   1.00000098  x   0.99999491  =   0.99999589
 KU4699!SPC NY E     -   1.00000098  x   0.99996071  =   0.99996169
 KU4699!UTM  18      -   1.00000098  x   0.99975542  =   0.99975640
 KU4699
 KU4699|---------------------------------------------------------------------|
 KU4699| PID    Reference Object                     Distance      Geod. Az  |
 KU4699|                                                           dddmmss.s |
 KU4699| KU4717 06E 20N AZ                          334.885 METERS 14220     |
 KU4699|---------------------------------------------------------------------|
 KU4699
 KU4699                          SUPERSEDED SURVEY CONTROL
 KU4699
 KU4699  ELLIP H (09/01/99)   -6.26   (m)                       GP(       ) 4 1
 KU4699  NAD 83(1996)-  40 50 27.42805(N)    073 40 01.40890(W) AD(       ) 1
 KU4699  NAD 83(1992)-  40 50 27.42791(N)    073 40 01.40871(W) AD(       ) 1
 KU4699  NAD 83(1986)-  40 50 27.42836(N)    073 40 01.41031(W) AD(       ) 1
 KU4699  NGVD 29 (03/24/92)   25.2    (m)           83.     (f) GPS OBS        
 KU4699
 KU4699.Superseded values are not recommended for survey control.
 KU4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4699.See file dsdata.txt to determine how the superseded data were derived.
 KU4699
 KU4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1237321956(NAD 83)
 KU4699_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4699_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4699_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4699_STAMPING: 06E20N
 KU4699_MARK LOGO: NYDPW 
 KU4699_PROJECTION: RECESSED 8 CENTIMETERS
 KU4699_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4699+STABILITY: POSITION/ELEVATION WELL
 KU4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4699+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1990
 KU4699_ROD/PIPE-DEPTH: 5.15 meters
 KU4699_SLEEVE-DEPTH  : 1.52 meters
 KU4699
 KU4699  HISTORY     - Date     Condition        Report By
 KU4699  HISTORY     - 1989     MONUMENTED       SBAS
 KU4699  HISTORY     - 19900129 GOOD
 KU4699
 KU4699                          STATION DESCRIPTION
 KU4699
 KU4699'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4699'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 15
 KU4699'FEET (4.6 M) EAST OF THE CENTERLINE OF MARGINAL ROAD AND 0.5 MILES
 KU4699'(0.8 KM) SOUTH OF BEACON DRIVE,IN THE CONCRETE SIDEWALK.
 KU4699'THE LOCATION TIES ARE 93.4 FEET (28.5 M) FROM THE SOUTH EAST CORNER OF
 KU4699'THE NORTHERLY CATCH BASIN, 44.6 FEET (13.6 M) FROM THE HYDRANT AND
 KU4699'157.5 FEET (48.0 M) FROM THE NORTH WEST CORNER OF THE SOUTHERLY CATCH
 KU4699'BASIN.
 KU4699
 KU4699                          STATION RECOVERY (1990)
 KU4699
 KU4699'RECOVERED 1990
 KU4699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4717 ***********************************************************************
 KU4717  DESIGNATION -  06E 20N AZ
 KU4717  PID         -  KU4717
 KU4717  STATE/COUNTY-  NY/NASSAU
 KU4717  USGS QUAD   -  SEA CLIFF (1979)
 KU4717
 KU4717                         *CURRENT SURVEY CONTROL
 KU4717  ___________________________________________________________________
 KU4717* NAD 83(1996)-  40 50 18.83215(N)    073 39 52.67400(W)     ADJUSTED  
 KU4717* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 KU4717  ___________________________________________________________________
 KU4717  X           -   1,359,132.166 (meters)                     COMP
 KU4717  Y           -  -4,637,241.422 (meters)                     COMP
 KU4717  Z           -   4,148,858.480 (meters)                     COMP
 KU4717  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 KU4717  ELLIP HEIGHT-         -27.36  (meters)          (12/03/02) GPS OBS
 KU4717  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU4717
 KU4717  HORZ ORDER  -  FIRST
 KU4717  ELLP ORDER  -  FOURTH    CLASS II
 KU4717
 KU4717.The horizontal coordinates were established by GPS observations
 KU4717.and adjusted by the National Geodetic Survey in January 1999..
 KU4717
 KU4717.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4717
 KU4717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4717
 KU4717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4717
 KU4717.The ellipsoidal height was determined by GPS observations
 KU4717.and is referenced to NAD 83.
 KU4717
 KU4717.The geoid height was determined by GEOID03.
 KU4717
 KU4717;                    North         East     Units Scale Factor Converg.
 KU4717;SPC NY L     -    74,665.981   328,284.797   MT  0.99999492   +0 13 09.7
 KU4717;SPC NY L     -   244,966.64  1,077,047.70   sFT  0.99999492   +0 13 09.7
 KU4717;UTM  18      - 4,521,694.444   612,581.589   MT  0.99975600   +0 52 24.0
 KU4717
 KU4717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4717!SPC NY L     -   1.00000429  x   0.99999492  =   0.99999921
 KU4717!UTM  18      -   1.00000429  x   0.99975600  =   0.99976029
 KU4717
 KU4717|---------------------------------------------------------------------|
 KU4717| PID    Reference Object                     Distance      Geod. Az  |
 KU4717|                                                           dddmmss.s |
 KU4717| KU4699 06E 20N                             334.885 METERS 32220     |
 KU4717|---------------------------------------------------------------------|
 KU4717
 KU4717                          SUPERSEDED SURVEY CONTROL
 KU4717
 KU4717  ELLIP H (09/01/99)  -27.36   (m)                       GP(       ) 4 1
 KU4717  NAD 83(1996)-  40 50 18.83511(N)    073 39 52.67294(W) AD(       ) 1
 KU4717  NAD 83(1992)-  40 50 18.83497(N)    073 39 52.67274(W) AD(       ) 1
 KU4717  NAD 83(1986)-  40 50 18.83543(N)    073 39 52.67432(W) AD(       ) 1
 KU4717  NGVD 29 (03/24/92)    4.1    (m)           13.     (f) GPS OBS        
 KU4717
 KU4717.Superseded values are not recommended for survey control.
 KU4717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4717.See file dsdata.txt to determine how the superseded data were derived.
 KU4717
 KU4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1258221694(NAD 83)
 KU4717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4717_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4717_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4717_STAMPING: 06E20NAZ
 KU4717_MARK LOGO: NYDPW 
 KU4717_PROJECTION: RECESSED 8 CENTIMETERS
 KU4717_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4717+STABILITY: POSITION/ELEVATION WELL
 KU4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4717+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 KU4717_ROD/PIPE-DEPTH: 20.6 meters
 KU4717_SLEEVE-DEPTH  : 1.52 meters
 KU4717
 KU4717  HISTORY     - Date     Condition        Report By
 KU4717  HISTORY     - 1989     MONUMENTED       SBAS
 KU4717  HISTORY     - 19910717 GOOD
 KU4717
 KU4717                          STATION DESCRIPTION
 KU4717
 KU4717'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4717'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF NORTH HEMPSTEAD, 22
 KU4717'FEET (6.7 M) EAST OF THE CENTERLINE OF THE NORTHBOUND ROSYLN WEST
 KU4717'SHORE DRIVE AND 906 FEET (276.1 M) NORTH OF THE CENTERLINE OF
 KU4717'MARGINAL ROAD,IN THE CONCRETE SIDEWALK.
 KU4717'THE LOCATION TIES ARE 34.7 FEET (10.6 M) FROM THE POWER AUTHORITY
 KU4717'MANHOLE, 69.9 FEET (21.3 M) FROM THE SOUTHERLY UTILITY POLE AND 30.5
 KU4717'FEET (9.3 M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN.
 KU4717
 KU4717                          STATION RECOVERY (1991)
 KU4717
 KU4717'RECOVERED 1991
 KU4717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4541 ***********************************************************************
 KU4541  DESIGNATION -  07 E 17 N
 KU4541  PID         -  KU4541
 KU4541  STATE/COUNTY-  NY/NASSAU
 KU4541  USGS QUAD   -  SEA CLIFF (1979)
 KU4541
 KU4541                         *CURRENT SURVEY CONTROL
 KU4541  ___________________________________________________________________
 KU4541* NAD 83(1996)-  40 48 15.18611(N)    073 38 44.55499(W)     ADJUSTED  
 KU4541* NAVD 88     -        15.919  (meters)      52.23   (feet)  ADJUSTED  
 KU4541  ___________________________________________________________________
 KU4541  X           -   1,361,368.174 (meters)                     COMP
 KU4541  Y           -  -4,639,193.520 (meters)                     COMP
 KU4541  Z           -   4,145,980.023 (meters)                     COMP
 KU4541  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KU4541  ELLIP HEIGHT-         -15.28  (meters)          (12/03/02) GPS OBS
 KU4541  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4541  DYNAMIC HT  -          15.913 (meters)      52.21  (feet)  COMP
 KU4541  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 KU4541
 KU4541  HORZ ORDER  -  FIRST
 KU4541  VERT ORDER  -  THIRD
 KU4541  ELLP ORDER  -  FOURTH    CLASS II
 KU4541
 KU4541.The horizontal coordinates were established by GPS observations
 KU4541.and adjusted by the National Geodetic Survey in January 1999..
 KU4541
 KU4541.The orthometric height was determined by differential leveling
 KU4541.and adjusted by the National Geodetic Survey in August 1995..
 KU4541
 KU4541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4541
 KU4541.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4541
 KU4541.The ellipsoidal height was determined by GPS observations
 KU4541.and is referenced to NAD 83.
 KU4541
 KU4541.The geoid height was determined by GEOID03.
 KU4541
 KU4541.The dynamic height is computed by dividing the NAVD 88
 KU4541.geopotential number by the normal gravity value computed on the
 KU4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4541.degrees latitude (g = 980.6199 gals.).
 KU4541
 KU4541.The modeled gravity was interpolated from observed gravity values.
 KU4541
 KU4541;                    North         East     Units Scale Factor Converg.
 KU4541;SPC NY L     -    70,858.161   329,896.082   MT  0.99999522   +0 13 54.2
 KU4541;SPC NY L     -   232,473.82  1,082,334.06   sFT  0.99999522   +0 13 54.2
 KU4541;UTM  18      - 4,517,906.151   614,235.819   MT  0.99976062   +0 53 06.3
 KU4541
 KU4541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4541!SPC NY L     -   1.00000240  x   0.99999522  =   0.99999762
 KU4541!UTM  18      -   1.00000240  x   0.99976062  =   0.99976302
 KU4541
 KU4541:                Primary Azimuth Mark                     Grid Az
 KU4541:SPC NY L     -  07E 17N AZ                               074 56 13.5
 KU4541:UTM  18      -  07E 17N AZ                               074 17 01.4
 KU4541
 KU4541|---------------------------------------------------------------------|
 KU4541| PID    Reference Object                     Distance      Geod. Az  |
 KU4541|                                                           dddmmss.s |
 KU4541| KU4753 07E 17N AZ                          452.221 METERS 0751007.7 |
 KU4541|---------------------------------------------------------------------|
 KU4541
 KU4541                          SUPERSEDED SURVEY CONTROL
 KU4541
 KU4541  ELLIP H (09/01/99)  -15.28   (m)                       GP(       ) 4 1
 KU4541  NAD 83(1996)-  40 48 15.18916(N)    073 38 44.55388(W) AD(       ) 1
 KU4541  NAD 83(1992)-  40 48 15.18904(N)    073 38 44.55368(W) AD(       ) 1
 KU4541  NAD 83(1986)-  40 48 15.18951(N)    073 38 44.55485(W) AD(       ) 1
 KU4541  NGVD 29 (03/24/92)   16.3    (m)           53.     (f) GPS OBS        
 KU4541
 KU4541.Superseded values are not recommended for survey control.
 KU4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4541.See file dsdata.txt to determine how the superseded data were derived.
 KU4541
 KU4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1423617906(NAD 83)
 KU4541_MARKER: DD = SURVEY DISK
 KU4541_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4541_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4541_STAMPING: 07E17N
 KU4541_MARK LOGO: NY-059
 KU4541_PROJECTION: RECESSED 8 CENTIMETERS
 KU4541_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4541+STABILITY: POSITION/ELEVATION WELL
 KU4541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4541+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 KU4541_ROD/PIPE-DEPTH: 6.06 meters
 KU4541_SLEEVE-DEPTH  : 1.52 meters
 KU4541
 KU4541  HISTORY     - Date     Condition        Report By
 KU4541  HISTORY     - 1989     MONUMENTED       SBAS
 KU4541  HISTORY     - 19910228 GOOD
 KU4541
 KU4541                          STATION DESCRIPTION
 KU4541
 KU4541'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4541'THE POINT IS LOCATED IN ROSLYN, TOWN OF NORTH HEMPSTEAD, 32 FEET (9.8
 KU4541'M) SOUTH OF THE CENTERLINE OF THE EASTBOUND NORTHERN BOULEVARD AND 65
 KU4541'FEET (19.8 M) NORTH OF THE CENTERLINE OF SCHOOL STREET,IN THE GRASS
 KU4541'AREA OF THE TRIANGULAR TRAFFIC ISLAND.  THE LOCATION TIES ARE 22.9
 KU4541'FEET (7.0 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE
 KU4541'NUMBER 4, 32.9 FEET (10.0 M) FROM THE SOUTH EAST CORNER OF THE
 KU4541'EASTERLY CATCH BASIN AND 72.9 FEET (22.2 M) FROM THE SOUTH EAST
 KU4541'CORNER OF THE WESTERLY CATCH BASIN.
 KU4541
 KU4541                          STATION RECOVERY (1991)
 KU4541
 KU4541'RECOVERED 1991
 KU4541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2122 ***********************************************************************
 OF2122  DESIGNATION -  072 MCGS 1969
 OF2122  PID         -  OF2122
 OF2122  STATE/COUNTY-  NY/MONROE
 OF2122  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2122
 OF2122                         *CURRENT SURVEY CONTROL
 OF2122  ___________________________________________________________________
 OF2122* NAD 83(1996)-  43 03 45.14531(N)    077 39 00.31286(W)     ADJUSTED  
 OF2122* NAVD 88     -       193.     (meters)     633.     (feet)  VERTCON   
 OF2122  ___________________________________________________________________
 OF2122  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OF2122  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OF2122
 OF2122  HORZ ORDER  -  SECOND
 OF2122
 OF2122.The horizontal coordinates were established by classical geodetic methods
 OF2122.and adjusted by the National Geodetic Survey in January 1999..
 OF2122
 OF2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2122
 OF2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2122
 OF2122.The geoid height was determined by GEOID03.
 OF2122
 OF2122;                    North         East     Units Scale Factor Converg.
 OF2122;SPC NY W     -   340,540.141   426,016.074   MT  1.00000856   +0 38 14.1
 OF2122;SPC NY W     - 1,117,255.45  1,397,687.74   sFT  1.00000856   +0 38 14.1
 OF2122;UTM  18      - 4,771,168.558   284,209.666   MT  1.00017288   -1 48 36.6
 OF2122
 OF2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2122!SPC NY W     -   0.99997528  x   1.00000856  =   0.99998384
 OF2122!UTM  18      -   0.99997528  x   1.00017288  =   1.00014816
 OF2122
 OF2122                          SUPERSEDED SURVEY CONTROL
 OF2122
 OF2122  NAD 83(1986)-  43 03 45.15273(N)    077 39 00.31113(W) AD(       ) 2
 OF2122  NAD 27      -  43 03 44.92758(N)    077 39 01.30653(W) AD(       ) 2
 OF2122  NGVD 29 (07/19/86)  193.     (m)          633.     (f) VERT ANG       
 OF2122
 OF2122.Superseded values are not recommended for survey control.
 OF2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2122.See file dsdata.txt to determine how the superseded data were derived.
 OF2122
 OF2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8421071169(NAD 83)
 OF2122_MARKER: DD = SURVEY DISK
 OF2122_SETTING: 0 = UNSPECIFIED SETTING
 OF2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2122
 OF2122  HISTORY     - Date     Condition        Report By
 OF2122  HISTORY     - 1969     MONUMENTED       CGS
 OF2122  HISTORY     - 1977     GOOD             NY-055
 OF2122
 OF2122                          STATION DESCRIPTION
 OF2122
 OF2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2122'IN HENRIETTA
 OF2122'
 OF2122'ALONG WEST HENRIETTA ROAD (RT. 15)
 OF2122'
 OF2122'0.26 MI. NORTH OF LEHIGH STATION ROAD AT TOP OF HILL,
 OF2122'
 OF2122'0.75 MI. SOUTH OF BAILEY ROAD (FORMALLY MAPLE ST.).
 OF2122'
 OF2122'31.5 FEET WEST OF CENTER LINE OF ROAD.
 OF2122'
 OF2122'63.0 FEET SOUTHEAST OF NORTHEAST CORNER OF THE COBBLESTONE
 OF2122'HOUSE 4495
 OF2122'
 OF2122'35.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF STONE FOUNDATION
 OF2122'OF PORCH OF HOUSE.
 OF2122'
 OF2122'36.2 FEET NORTHEAST OF A 15 INCH MAPLE
 OF2122'
 OF2122'50.6 FEET EAST OF SOUTHEAST CORNER OF THE COBBLESTONE HOUSE
 OF2122'ALONG SOUTH RANGELINE.
 OF2122'
 OF2122'300.0 FEET SOUTHWEST OF STATION METHODIST HILL.
 OF2122'
 OF2122'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2122'STAMPED 072 IN THE TOP OF A CONCRETE POST COVERED 1.2 FEET.
 OF2122
 OF2122                          STATION RECOVERY (1977)
 OF2122
 OF2122'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2122'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2120 ***********************************************************************
 OF2120  DESIGNATION -  073
 OF2120  PID         -  OF2120
 OF2120  STATE/COUNTY-  NY/MONROE
 OF2120  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2120
 OF2120                         *CURRENT SURVEY CONTROL
 OF2120  ___________________________________________________________________
 OF2120* NAD 83(1996)-  43 04 12.98532(N)    077 38 45.32503(W)     ADJUSTED  
 OF2120* NAVD 88     -       162.19   (+/-2cm)     532.1    (feet)  VERTCON   
 OF2120  ___________________________________________________________________
 OF2120  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 OF2120  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF2120
 OF2120  HORZ ORDER  -  SECOND
 OF2120  VERT ORDER  -  THIRD ? (See Below)
 OF2120
 OF2120.The horizontal coordinates were established by classical geodetic methods
 OF2120.and adjusted by the National Geodetic Survey in January 1999..
 OF2120
 OF2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2120.The vertical order pertains to the NGVD 29 superseded value.
 OF2120
 OF2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2120
 OF2120.The geoid height was determined by GEOID03.
 OF2120
 OF2120;                    North         East     Units Scale Factor Converg.
 OF2120;SPC NY W     -   341,403.003   426,345.591   MT  1.00000918   +0 38 24.7
 OF2120;SPC NY W     - 1,120,086.35  1,398,768.83   sFT  1.00000918   +0 38 24.7
 OF2120;UTM  18      - 4,772,016.699   284,575.792   MT  1.00017093   -1 48 27.3
 OF2120
 OF2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2120!SPC NY W     -   0.99998009  x   1.00000918  =   0.99998927
 OF2120!UTM  18      -   0.99998009  x   1.00017093  =   1.00015102
 OF2120
 OF2120:                Primary Azimuth Mark                     Grid Az
 OF2120:SPC NY W     -  METHODIST HILL                           197 36 03.2
 OF2120:UTM  18      -  METHODIST HILL                           200 02 55.2
 OF2120
 OF2120|---------------------------------------------------------------------|
 OF2120| PID    Reference Object                     Distance      Geod. Az  |
 OF2120|                                                           dddmmss.s |
 OF2120| OF2101 METHODIST HILL                      APPROX. 0.8 KM 1981427.9 |
 OF2120|---------------------------------------------------------------------|
 OF2120
 OF2120                          SUPERSEDED SURVEY CONTROL
 OF2120
 OF2120  NAD 83(1986)-  43 04 12.99279(N)    077 38 45.32339(W) AD(       ) 2
 OF2120  NAD 27      -  43 04 12.76712(N)    077 38 46.31917(W) AD(       ) 2
 OF2120  NGVD 29 (07/19/86)  162.36   (m)          532.7    (f) LEVELING    3  
 OF2120
 OF2120.Superseded values are not recommended for survey control.
 OF2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2120.See file dsdata.txt to determine how the superseded data were derived.
 OF2120
 OF2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8457672017(NAD 83)
 OF2120_MARKER: DD = SURVEY DISK
 OF2120_SETTING: 0 = UNSPECIFIED SETTING
 OF2120
 OF2120  HISTORY     - Date     Condition        Report By
 OF2120  HISTORY     - 1939     MONUMENTED       NYGS
 OF2120  HISTORY     - 1942     GOOD             CGS
 OF2120  HISTORY     - 1969     GOOD             CGS
 OF2120  HISTORY     - 1977     GOOD             NY-055
 OF2120
 OF2120                          STATION DESCRIPTION
 OF2120
 OF2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2120'IN HENRIETTA, 0.2 MILE SOUTH OF MAPLE STREET, 17.2 FEET WEST
 OF2120'OF CENTER LINE OF WEST HENRIETTA ROAD, 283 FEET NORTH OF RANGE
 OF2120'LINE ON NORTH SIDE OF THE FRED RUHE HOUSE, 60.7 FEET SOUTHWEST
 OF2120'OF POLE 475 ON EAST SIDE OF ROAD, AND 12.1 FEET EAST OF CORNER
 OF2120'POST AT INTERSECTION OF RIGHT-OF-WAY PROPERTY LINE FENCES.
 OF2120'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 OF2120'CONCRETE AND 2 INCHES BELOW GROUND.
 OF2120
 OF2120                          STATION RECOVERY (1969)
 OF2120
 OF2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GL)
 OF2120'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS.
 OF2120'
 OF2120'IN HENRIETTA
 OF2120'
 OF2120'ALONG WEST HENRIETTA ROAD
 OF2120'
 OF2120'0.2 MILES SOUTH OF BAILEY ROAD (FORMALLY MAPLE ST.).
 OF2120'
 OF2120'2600 FEET NORTH NORTHWEST OF STATION METHODIST HILL.
 OF2120'
 OF2120'20.5 FEET FROM THE CENTER OF THE ROAD.
 OF2120'
 OF2120'73.0 FEET SOUTH OF SOUTH RANGE LINE OF HOUSE 4112.
 OF2120'
 OF2120'95 FEET NORTH OF NORTH RANGE LINE OF ONE STORY CONCRETE BLOCK
 OF2120'BUILDING 4139.
 OF2120'
 OF2120'1.5 FEET EAST OF WEST EDGE OF PAVEMENT.
 OF2120'
 OF2120'14.2 FEET EAST OF RG AND E POLE 82.
 OF2120'
 OF2120'14.3 FEET EAST OF U.S. MARKER.
 OF2120'
 OF2120'STATION IS U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2120'STANDARD DISK IN CONCRETE STAMPED 073, 2 INCHES BELOW GROUND.
 OF2120
 OF2120                          STATION RECOVERY (1977)
 OF2120
 OF2120'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2120'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2103 ***********************************************************************
 OF2103  DESIGNATION -  074 RESET NYGS 1969
 OF2103  PID         -  OF2103
 OF2103  STATE/COUNTY-  NY/MONROE
 OF2103  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2103
 OF2103                         *CURRENT SURVEY CONTROL
 OF2103  ___________________________________________________________________
 OF2103* NAD 83(1996)-  43 04 48.36663(N)    077 38 25.87941(W)     ADJUSTED  
 OF2103* NAVD 88     -       162.26   (+/-2cm)     532.3    (feet)  VERTCON   
 OF2103  ___________________________________________________________________
 OF2103  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 OF2103  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2103
 OF2103  HORZ ORDER  -  SECOND
 OF2103  VERT ORDER  -  THIRD ? (See Below)
 OF2103
 OF2103.The horizontal coordinates were established by classical geodetic methods
 OF2103.and adjusted by the National Geodetic Survey in January 1999..
 OF2103
 OF2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2103.The vertical order pertains to the NGVD 29 superseded value.
 OF2103
 OF2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2103
 OF2103.The geoid height was determined by GEOID03.
 OF2103
 OF2103;                    North         East     Units Scale Factor Converg.
 OF2103;SPC NY W     -   342,499.724   426,773.243   MT  1.00000998   +0 38 38.4
 OF2103;SPC NY W     - 1,123,684.51  1,400,171.88   sFT  1.00000998   +0 38 38.4
 OF2103;UTM  18      - 4,773,094.326   285,049.973   MT  1.00016842   -1 48 15.2
 OF2103
 OF2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2103!SPC NY W     -   0.99998009  x   1.00000998  =   0.99999007
 OF2103!UTM  18      -   0.99998009  x   1.00016842  =   1.00014851
 OF2103
 OF2103                          SUPERSEDED SURVEY CONTROL
 OF2103
 OF2103  NAD 83(1986)-  43 04 48.37421(N)    077 38 25.87783(W) AD(       ) 2
 OF2103  NAD 27      -  43 04 48.13996(N)    077 38 26.87869(W) AD(       ) 2
 OF2103  NGVD 29 (07/19/86)  162.43   (m)          532.9    (f) LEVELING    3  
 OF2103
 OF2103.Superseded values are not recommended for survey control.
 OF2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2103.See file dsdata.txt to determine how the superseded data were derived.
 OF2103
 OF2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8505073094(NAD 83)
 OF2103_MARKER: DD = SURVEY DISK
 OF2103_SETTING: 0 = UNSPECIFIED SETTING
 OF2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2103
 OF2103  HISTORY     - Date     Condition        Report By
 OF2103  HISTORY     - 1936     MONUMENTED       NYGS
 OF2103  HISTORY     - 1969     GOOD             CGS
 OF2103  HISTORY     - 1977     GOOD             NY-055
 OF2103
 OF2103                          STATION DESCRIPTION
 OF2103
 OF2103'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2103'IN HENRIETTA, 0.55 MILE NORTH OF MAPLE STREET, 15.2 FEET EAST
 OF2103'OF CENTER LINE OF WEST HENRIETTA ROAD, 57 FEET SOUTHWEST OF
 OF2103'NORTHWEST CORNER OF THE O.R. MEISENZAHL HOUSE, 47.2 FEET EAST
 OF2103'OF WEST RIGHT-OF-WAY FENCE, 47 FEET WEST OF SOUTHWEST CORNER OF
 OF2103'HOUSE, 28.9 FEET NORTH OF 24-INCH MAPLE, 27.8 FEET SOUTH OF
 OF2103'20-INCH MAPLE, AND 16.6 FEET NORTH OF CENTER LINE OF
 OF2103'DRIVEWAY.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2103'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2103
 OF2103                          STATION RECOVERY (1969)
 OF2103
 OF2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GL)
 OF2103'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS.
 OF2103'
 OF2103'IN HENRIETTA
 OF2103'
 OF2103'ALONG WEST HENRIETTA ROAD
 OF2103'
 OF2103'0.56 MI. NORTH OF BAILEY ROAD (FORMALLY MAPLE STREET).
 OF2103'
 OF2103'1.25 MI NORTH OF STATION METHODIST HILL 1939, 1969.
 OF2103'
 OF2103'15.0 FEET EAST OF CENTER LINE OF ROAD.
 OF2103'
 OF2103'7.0 FEET WEST OF THE EAST EDGE OF THE PAVEMENT.
 OF2103'
 OF2103'695.5 FEET SOUTH ALONG THE EAST EDGE OF PAVEMENT FROM SOUTH
 OF2103'RAILROAD TRACK.
 OF2103'
 OF2103'249.5 FEET SOUTH OF SOUTH RANGE LINE OF MEISENZAHL DAIRY STORE
 OF2103'AND BARN.
 OF2103'
 OF2103'50.0 FEET SOUTHWEST OF NORTHWEST OF CORNER OF ENCLOSED PORCH
 OF2103'OF HOUSE 3700.
 OF2103'
 OF2103'39.5 FEET WEST, SOUTHWEST OF SOUTHWEST CORNER OF ENCLOSED PORCH
 OF2103'OF HOUSE 3700.
 OF2103'
 OF2103'39.3 FEET NORTH, NORTHWEST OF RG AND E POLE 64A.
 OF2103'
 OF2103'64.2 FEET NORTHEAST OF SOUTH MOST OF 11 TRAFFIC GUARD POSTS.
 OF2103'
 OF2103'72.3 FEET SOUTHEAST OF NORTH MOST 11 TRAFFIC GUARD POSTS.
 OF2103'
 OF2103'57.0 FEET SOUTHEAST OF RG AND E POLE 64.
 OF2103'
 OF2103'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2103'STANDARD DISK IN CONCRETE STAMPED 074 IN CAST IRON FRAME AND
 OF2103'COVER MARKED USC AND GS, FLUSH WITH PAVEMENT.
 OF2103
 OF2103                          STATION RECOVERY (1977)
 OF2103
 OF2103'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2103'074 R GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4718 ***********************************************************************
 KU4718  DESIGNATION -  07E 02N
 KU4718  PID         -  KU4718
 KU4718  STATE/COUNTY-  NY/NASSAU
 KU4718  USGS QUAD   -  LAWRENCE (1979)
 KU4718
 KU4718                         *CURRENT SURVEY CONTROL
 KU4718  ___________________________________________________________________
 KU4718* NAD 83(1996)-  40 35 24.40203(N)    073 38 58.81771(W)     ADJUSTED  
 KU4718* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4718  ___________________________________________________________________
 KU4718  X           -   1,365,408.597 (meters)                     COMP
 KU4718  Y           -  -4,654,153.352 (meters)                     COMP
 KU4718  Z           -   4,127,944.210 (meters)                     COMP
 KU4718  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4718  ELLIP HEIGHT-         -30.03  (meters)          (12/03/02) GPS OBS
 KU4718  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU4718
 KU4718  HORZ ORDER  -  FIRST
 KU4718  ELLP ORDER  -  FOURTH    CLASS II
 KU4718
 KU4718.The horizontal coordinates were established by GPS observations
 KU4718.and adjusted by the National Geodetic Survey in January 1999..
 KU4718
 KU4718.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4718
 KU4718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4718
 KU4718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4718
 KU4718.The ellipsoidal height was determined by GPS observations
 KU4718.and is referenced to NAD 83.
 KU4718
 KU4718.The geoid height was determined by GEOID03.
 KU4718
 KU4718;                    North         East     Units Scale Factor Converg.
 KU4718;SPC NY L     -    47,080.897   329,656.858   MT  1.00000514   +0 13 44.9
 KU4718;SPC NY L     -   154,464.58  1,081,549.21   sFT  1.00000514   +0 13 44.9
 KU4718;UTM  18      - 4,494,133.372   614,266.940   MT  0.99976072   +0 52 43.2
 KU4718
 KU4718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4718!SPC NY L     -   1.00000471  x   1.00000514  =   1.00000985
 KU4718!UTM  18      -   1.00000471  x   0.99976072  =   0.99976543
 KU4718
 KU4718|---------------------------------------------------------------------|
 KU4718| PID    Reference Object                     Distance      Geod. Az  |
 KU4718|                                                           dddmmss.s |
 KU4718| KU4738 07E 02N AZ                          184.064 METERS 35910     |
 KU4718|---------------------------------------------------------------------|
 KU4718
 KU4718                          SUPERSEDED SURVEY CONTROL
 KU4718
 KU4718  ELLIP H (09/01/99)  -30.03   (m)                       GP(       ) 4 1
 KU4718  NAD 83(1986)-  40 35 24.40573(N)    073 38 58.81610(W) AD(       ) 1
 KU4718  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4718
 KU4718.Superseded values are not recommended for survey control.
 KU4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4718.See file dsdata.txt to determine how the superseded data were derived.
 KU4718
 KU4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1426794133(NAD 83)
 KU4718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4718_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4718_STAMPING: 07E02N
 KU4718_MARK LOGO: NYDPW 
 KU4718_PROJECTION: RECESSED 8 CENTIMETERS
 KU4718_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4718+STABILITY: POSITION/ELEVATION WELL
 KU4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4718+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4718_ROD/PIPE-DEPTH: 20.6 meters
 KU4718_SLEEVE-DEPTH  : 1.52 meters
 KU4718
 KU4718  HISTORY     - Date     Condition        Report By
 KU4718  HISTORY     - 1989     MONUMENTED       SBAS
 KU4718  HISTORY     - 19910308 GOOD
 KU4718
 KU4718                          STATION DESCRIPTION
 KU4718
 KU4718'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4718'THE POINT IS LOCATED IN LONG BEACH, CITY OF LONG BEACH, 16 FEET
 KU4718'(4.9 M) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF FRANKLIN
 KU4718'BOULEVARD AND 47 FEET (14.3 M) SOUTH OF THE CENTERLINE OF EAST MARKET
 KU4718'STREET,IN THE GRASS AREA OF THE MEDIAN.
 KU4718'THE LOCATION TIES ARE 28.0 FEET (8.5 M) FROM THE SOUTH EAST CORNER OF
 KU4718'THE CATCH BASIN ON THE WEST SIDE OF FRANKLIN BOULEVARD, 10.5 FEET
 KU4718'(3.2 M) FROM THE SOUTH WEST CORNER OF THE CATCH BASIN IN THE MEDIAN
 KU4718'AND 42.2 FEET (12.9 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN
 KU4718'ON THE EAST SIDE OF FRANKLIN BOULEVARD.
 KU4718
 KU4718                          STATION RECOVERY (1991)
 KU4718
 KU4718'RECOVERED 1991
 KU4718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4738 ***********************************************************************
 KU4738  DESIGNATION -  07E 02N AZ
 KU4738  PID         -  KU4738
 KU4738  STATE/COUNTY-  NY/NASSAU
 KU4738  USGS QUAD   -  LAWRENCE (1979)
 KU4738
 KU4738                         *CURRENT SURVEY CONTROL
 KU4738  ___________________________________________________________________
 KU4738* NAD 83(1996)-  40 35 30.36855(N)    073 38 58.93263(W)     ADJUSTED  
 KU4738* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU4738  ___________________________________________________________________
 KU4738  X           -   1,365,372.227 (meters)                     COMP
 KU4738  Y           -  -4,654,038.982 (meters)                     COMP
 KU4738  Z           -   4,128,083.766 (meters)                     COMP
 KU4738  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU4738  ELLIP HEIGHT-         -30.34  (meters)          (12/03/02) GPS OBS
 KU4738  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU4738
 KU4738  HORZ ORDER  -  FIRST
 KU4738  ELLP ORDER  -  FOURTH    CLASS II
 KU4738
 KU4738.The horizontal coordinates were established by GPS observations
 KU4738.and adjusted by the National Geodetic Survey in January 1999..
 KU4738
 KU4738.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4738
 KU4738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4738
 KU4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4738
 KU4738.The ellipsoidal height was determined by GPS observations
 KU4738.and is referenced to NAD 83.
 KU4738
 KU4738.The geoid height was determined by GEOID03.
 KU4738
 KU4738;                    North         East     Units Scale Factor Converg.
 KU4738;SPC NY L     -    47,264.930   329,653.419   MT  1.00000501   +0 13 44.8
 KU4738;SPC NY L     -   155,068.36  1,081,537.93   sFT  1.00000501   +0 13 44.8
 KU4738;UTM  18      - 4,494,317.309   614,261.417   MT  0.99976070   +0 52 43.3
 KU4738
 KU4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4738!SPC NY L     -   1.00000476  x   1.00000501  =   1.00000977
 KU4738!UTM  18      -   1.00000476  x   0.99976070  =   0.99976546
 KU4738
 KU4738|---------------------------------------------------------------------|
 KU4738| PID    Reference Object                     Distance      Geod. Az  |
 KU4738|                                                           dddmmss.s |
 KU4738| KU4718 07E 02N                             184.064 METERS 17910     |
 KU4738|---------------------------------------------------------------------|
 KU4738
 KU4738                          SUPERSEDED SURVEY CONTROL
 KU4738
 KU4738  ELLIP H (09/01/99)  -30.34   (m)                       GP(       ) 4 1
 KU4738  NAD 83(1986)-  40 35 30.37230(N)    073 38 58.93095(W) AD(       ) 1
 KU4738  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU4738
 KU4738.Superseded values are not recommended for survey control.
 KU4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4738.See file dsdata.txt to determine how the superseded data were derived.
 KU4738
 KU4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1426194317(NAD 83)
 KU4738_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4738_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4738_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4738_STAMPING: 07E02NAZ
 KU4738_MARK LOGO: NYDPW 
 KU4738_PROJECTION: RECESSED 8 CENTIMETERS
 KU4738_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4738+STABILITY: POSITION/ELEVATION WELL
 KU4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4738+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4738_ROD/PIPE-DEPTH: 20.6 meters
 KU4738_SLEEVE-DEPTH  : 1.52 meters
 KU4738
 KU4738  HISTORY     - Date     Condition        Report By
 KU4738  HISTORY     - 1989     MONUMENTED       SBAS
 KU4738  HISTORY     - 19910308 GOOD
 KU4738
 KU4738                          STATION DESCRIPTION
 KU4738
 KU4738'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4738'THE POINT IS LOCATED IN LONG BEACH, CITY OF LONG BEACH, 15 FEET
 KU4738'(4.6 M) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF FRANKLIN
 KU4738'BOULEVARD AND 44 FEET (13.4 M) NORTH OF THE CENTERLINE OF EAST FULTON
 KU4738'STREET,IN THE GRASS AREA OF THE MEDIAN.
 KU4738'LOCATION TIES ARE 1.0 FEET (0.3 M) FROM THE FACE OF THE CURB ON THE
 KU4738'EAST SIDE OF THE SOUTH BOUND FRANKLIN BOULEVARD, 31.0 FEET (9.4 M)
 KU4738'FROM THE LIGHT POLE AND 16.1 FEET (4.9 M) FROM THE NORTH WEST CORNER
 KU4738'OF THE CATCH BASIN IN THE MEDIAN.
 KU4738
 KU4738                          STATION RECOVERY (1991)
 KU4738
 KU4738'RECOVERED 1991
 KU4738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4719 ***********************************************************************
 KU4719  DESIGNATION -  07E 03N
 KU4719  PID         -  KU4719
 KU4719  STATE/COUNTY-  NY/NASSAU
 KU4719  USGS QUAD   -  LAWRENCE (1979)
 KU4719
 KU4719                         *CURRENT SURVEY CONTROL
 KU4719  ___________________________________________________________________
 KU4719* NAD 83(1996)-  40 35 56.84085(N)    073 38 43.55960(W)     ADJUSTED  
 KU4719* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4719  ___________________________________________________________________
 KU4719  X           -   1,365,569.521 (meters)                     COMP
 KU4719  Y           -  -4,653,427.517 (meters)                     COMP
 KU4719  Z           -   4,128,703.945 (meters)                     COMP
 KU4719  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 KU4719  ELLIP HEIGHT-         -30.12  (meters)          (12/03/02) GPS OBS
 KU4719  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KU4719
 KU4719  HORZ ORDER  -  FIRST
 KU4719  ELLP ORDER  -  FOURTH    CLASS II
 KU4719
 KU4719.The horizontal coordinates were established by GPS observations
 KU4719.and adjusted by the National Geodetic Survey in January 1999..
 KU4719
 KU4719.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4719
 KU4719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4719
 KU4719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4719
 KU4719.The ellipsoidal height was determined by GPS observations
 KU4719.and is referenced to NAD 83.
 KU4719
 KU4719.The geoid height was determined by GEOID03.
 KU4719
 KU4719;                    North         East     Units Scale Factor Converg.
 KU4719;SPC NY L     -    48,082.950   330,011.602   MT  1.00000444   +0 13 54.9
 KU4719;SPC NY L     -   157,752.15  1,082,713.06   sFT  1.00000444   +0 13 54.9
 KU4719;UTM  18      - 4,495,139.137   614,610.217   MT  0.99976168   +0 52 53.7
 KU4719
 KU4719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4719!SPC NY L     -   1.00000472  x   1.00000444  =   1.00000916
 KU4719!UTM  18      -   1.00000472  x   0.99976168  =   0.99976640
 KU4719
 KU4719|---------------------------------------------------------------------|
 KU4719| PID    Reference Object                     Distance      Geod. Az  |
 KU4719|                                                           dddmmss.s |
 KU4719| KU4739 07E 03N AZ                          256.903 METERS 32704     |
 KU4719|---------------------------------------------------------------------|
 KU4719
 KU4719                          SUPERSEDED SURVEY CONTROL
 KU4719
 KU4719  ELLIP H (09/01/99)  -30.12   (m)                       GP(       ) 4 1
 KU4719  NAD 83(1986)-  40 35 56.84449(N)    073 38 43.55827(W) AD(       ) 1
 KU4719  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU4719
 KU4719.Superseded values are not recommended for survey control.
 KU4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4719.See file dsdata.txt to determine how the superseded data were derived.
 KU4719
 KU4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1461095139(NAD 83)
 KU4719_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4719_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4719_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4719_STAMPING: 07E03N
 KU4719_MARK LOGO: NYDPW 
 KU4719_PROJECTION: RECESSED 8 CENTIMETERS
 KU4719_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4719+STABILITY: POSITION/ELEVATION WELL
 KU4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4719+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1991
 KU4719_ROD/PIPE-DEPTH: 20.6 meters
 KU4719_SLEEVE-DEPTH  : 1.52 meters
 KU4719
 KU4719  HISTORY     - Date     Condition        Report By
 KU4719  HISTORY     - 1989     MONUMENTED       SBAS
 KU4719  HISTORY     - 19910529 GOOD
 KU4719
 KU4719                          STATION DESCRIPTION
 KU4719
 KU4719'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4719'THE POINT IS LOCATED IN BARNUM ISLAND, TOWN OF HEMPSTEAD, IN THE SOUTH
 KU4719'EAST CORNER OF SHELL CREEK PARK 75 FEET (22.9 M) WEST OF THE BULKHEAD
 KU4719'AND 87 FEET (26.5 M) NORTH OF THE BULKHEAD,IN THE GRASS AREA NORTH OF
 KU4719'THE GAZEBO.
 KU4719'THE LOCATION TIES ARE 60.4 FEET (18.4 M) FROM THE CENTER OF THE DROP
 KU4719'INLET OF THE EASTERLY CATCH BASIN, 47.0 FEET (14.3 M) FROM THE WOOD
 KU4719'LIGHT POLE AND 89.1 FEET (27.2 M) FROM THE CENTER OF THE DROP INLET
 KU4719'OF THE WESTERLY CATCH BASIN.
 KU4719
 KU4719                          STATION RECOVERY (1991)
 KU4719
 KU4719'RECOVERED 1991
 KU4719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4739 ***********************************************************************
 KU4739  DESIGNATION -  07E 03N AZ
 KU4739  PID         -  KU4739
 KU4739  STATE/COUNTY-  NY/NASSAU
 KU4739  USGS QUAD   -  LAWRENCE (1979)
 KU4739
 KU4739                         *CURRENT SURVEY CONTROL
 KU4739  ___________________________________________________________________
 KU4739* NAD 83(1996)-  40 36 03.83099(N)    073 38 49.50007(W)     ADJUSTED  
 KU4739* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4739  ___________________________________________________________________
 KU4739  X           -   1,365,396.004 (meters)                     COMP
 KU4739  Y           -  -4,653,332.238 (meters)                     COMP
 KU4739  Z           -   4,128,867.690 (meters)                     COMP
 KU4739  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KU4739  ELLIP HEIGHT-         -30.07  (meters)          (12/03/02) GPS OBS
 KU4739  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KU4739
 KU4739  HORZ ORDER  -  FIRST
 KU4739  ELLP ORDER  -  FOURTH    CLASS II
 KU4739
 KU4739.The horizontal coordinates were established by GPS observations
 KU4739.and adjusted by the National Geodetic Survey in January 1999..
 KU4739
 KU4739.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4739
 KU4739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4739
 KU4739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4739
 KU4739.The ellipsoidal height was determined by GPS observations
 KU4739.and is referenced to NAD 83.
 KU4739
 KU4739.The geoid height was determined by GEOID03.
 KU4739
 KU4739;                    North         East     Units Scale Factor Converg.
 KU4739;SPC NY L     -    48,298.004   329,871.062   MT  1.00000430   +0 13 51.0
 KU4739;SPC NY L     -   158,457.70  1,082,251.98   sFT  1.00000430   +0 13 51.0
 KU4739;UTM  18      - 4,495,352.532   614,467.283   MT  0.99976128   +0 52 50.0
 KU4739
 KU4739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4739!SPC NY L     -   1.00000472  x   1.00000430  =   1.00000902
 KU4739!UTM  18      -   1.00000472  x   0.99976128  =   0.99976600
 KU4739
 KU4739:                Primary Azimuth Mark                     Grid Az
 KU4739:SPC NY L     -  07E 04N                                  343 31 16.8
 KU4739:UTM  18      -  07E 04N                                  342 52 17.8
 KU4739
 KU4739|---------------------------------------------------------------------|
 KU4739| PID    Reference Object                     Distance      Geod. Az  |
 KU4739|                                                           dddmmss.s |
 KU4739| KU4720 07E 04N                             APPROX. 1.2 KM 3434507.8 |
 KU4739|---------------------------------------------------------------------|
 KU4739
 KU4739                          SUPERSEDED SURVEY CONTROL
 KU4739
 KU4739  ELLIP H (09/01/99)  -30.07   (m)                       GP(       ) 4 1
 KU4739  NAD 83(1986)-  40 36 03.83460(N)    073 38 49.49877(W) AD(       ) 1
 KU4739  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4739
 KU4739.Superseded values are not recommended for survey control.
 KU4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4739.See file dsdata.txt to determine how the superseded data were derived.
 KU4739
 KU4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1446795353(NAD 83)
 KU4739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4739_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4739_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4739_STAMPING: 07E03NAZ
 KU4739_MARK LOGO: NYDPW 
 KU4739_PROJECTION: RECESSED 8 CENTIMETERS
 KU4739_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4739+STABILITY: POSITION/ELEVATION WELL
 KU4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4739+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1991
 KU4739_ROD/PIPE-DEPTH: 17.0 meters
 KU4739_SLEEVE-DEPTH  : 1.52 meters
 KU4739
 KU4739  HISTORY     - Date     Condition        Report By
 KU4739  HISTORY     - 1989     MONUMENTED       SBAS
 KU4739  HISTORY     - 19910529 GOOD
 KU4739
 KU4739                          STATION DESCRIPTION
 KU4739
 KU4739'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4739'THE POINT IS LOCATED IN BARNUM ISLAND, TOWN OF HEMPSTEAD, IN THE NORTH
 KU4739'WEST CORNER OF SHELL CREEK PARK AND 46 FEET (14.0 M) NORTH OF THE
 KU4739'CENTERLINE OF TRAYMORE BOULEVARD,IN THE GRASS.
 KU4739'THE LOCATION TIES ARE 78.0 FEET (23.8 M) FROM BOTH THE NORTH AND THE
 KU4739'WEST CHAIN LINK FENCES, 91.3 FEET (27.8 M) FROM THE SOUTH WEST CORNER
 KU4739'OF THE CATCH BASIN AND 82.6 FEET (25.2 M) FROM THE NORTH GATE POST ON
 KU4739'TRAYMORE BOULEVARD.
 KU4739
 KU4739                          STATION RECOVERY (1991)
 KU4739
 KU4739'RECOVERED 1991
 KU4739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4720 ***********************************************************************
 KU4720  DESIGNATION -  07E 04N
 KU4720  PID         -  KU4720
 KU4720  STATE/COUNTY-  NY/NASSAU
 KU4720  USGS QUAD   -  LAWRENCE (1979)
 KU4720
 KU4720                         *CURRENT SURVEY CONTROL
 KU4720  ___________________________________________________________________
 KU4720* NAD 83(1996)-  40 36 42.05266(N)    073 39 04.11663(W)     ADJUSTED  
 KU4720* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 KU4720  ___________________________________________________________________
 KU4720  X           -   1,364,850.122 (meters)                     COMP
 KU4720  Y           -  -4,652,692.211 (meters)                     COMP
 KU4720  Z           -   4,129,762.379 (meters)                     COMP
 KU4720  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU4720  ELLIP HEIGHT-         -30.68  (meters)          (12/03/02) GPS OBS
 KU4720  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU4720
 KU4720  HORZ ORDER  -  FIRST
 KU4720  ELLP ORDER  -  FOURTH    CLASS II
 KU4720
 KU4720.The horizontal coordinates were established by GPS observations
 KU4720.and adjusted by the National Geodetic Survey in January 1999..
 KU4720
 KU4720.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4720
 KU4720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4720
 KU4720.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4720
 KU4720.The ellipsoidal height was determined by GPS observations
 KU4720.and is referenced to NAD 83.
 KU4720
 KU4720.The geoid height was determined by GEOID03.
 KU4720
 KU4720;                    North         East     Units Scale Factor Converg.
 KU4720;SPC NY L     -    49,475.616   329,522.714   MT  1.00000351   +0 13 41.5
 KU4720;SPC NY L     -   162,321.25  1,081,109.10   sFT  1.00000351   +0 13 41.5
 KU4720;UTM  18      - 4,496,525.832   614,105.690   MT  0.99976026   +0 52 41.2
 KU4720
 KU4720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4720!SPC NY L     -   1.00000481  x   1.00000351  =   1.00000832
 KU4720!UTM  18      -   1.00000481  x   0.99976026  =   0.99976507
 KU4720
 KU4720:                Primary Azimuth Mark                     Grid Az
 KU4720:SPC NY L     -  07E 03N AZ                               163 31 16.8
 KU4720:UTM  18      -  07E 03N AZ                               162 52 17.1
 KU4720
 KU4720|---------------------------------------------------------------------|
 KU4720| PID    Reference Object                     Distance      Geod. Az  |
 KU4720|                                                           dddmmss.s |
 KU4720| KU4739 07E 03N AZ                          APPROX. 1.2 KM 1634458.3 |
 KU4720| KU4740 07E 04N AZ                          488.970 METERS 2235806.5 |
 KU4720|---------------------------------------------------------------------|
 KU4720
 KU4720                          SUPERSEDED SURVEY CONTROL
 KU4720
 KU4720  ELLIP H (09/01/99)  -30.68   (m)                       GP(       ) 4 1
 KU4720  NAD 83(1986)-  40 36 42.05627(N)    073 39 04.11544(W) AD(       ) 1
 KU4720  NGVD 29 (03/24/92)    1.5    (m)            5.     (f) GPS OBS        
 KU4720
 KU4720.Superseded values are not recommended for survey control.
 KU4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4720.See file dsdata.txt to determine how the superseded data were derived.
 KU4720
 KU4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1410696526(NAD 83)
 KU4720_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4720_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4720_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4720_STAMPING: 07E04N
 KU4720_MARK LOGO: NYDPW 
 KU4720_PROJECTION: RECESSED 8 CENTIMETERS
 KU4720_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4720+STABILITY: POSITION/ELEVATION WELL
 KU4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4720+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991
 KU4720_ROD/PIPE-DEPTH: 20.6 meters
 KU4720_SLEEVE-DEPTH  : 1.52 meters
 KU4720
 KU4720  HISTORY     - Date     Condition        Report By
 KU4720  HISTORY     - 1989     MONUMENTED       SBAS
 KU4720  HISTORY     - 19910524 GOOD
 KU4720
 KU4720                          STATION DESCRIPTION
 KU4720
 KU4720'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4720'THE POINT IS LOCATED IN ISLAND PARK, TOWN OF HEMPSTEAD, 41 FEET
 KU4720'(12.5 M) NORTH OF THE CENTERLINE OF REDFIELD ROAD AND 5 FEET (1.5 M)
 KU4720'WEST OF THE CENTERLINE OF NORFOLK ROAD,IN THE PAVED ROADWAY.
 KU4720'THE LOCATION TIES ARE 32.6 FEET (9.9 M) FROM THE UTILITY POLE 8S, 6.2
 KU4720'FEET (1.9 M) FROM THE FACE OF THE CURB ON THE WEST SIDE OF NORFOLK
 KU4720'ROAD AND 31.3 FEET (9.5 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4720
 KU4720                          STATION RECOVERY (1991)
 KU4720
 KU4720'RECOVERED 1991
 KU4720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4740 ***********************************************************************
 KU4740  DESIGNATION -  07E 04N AZ
 KU4740  PID         -  KU4740
 KU4740  STATE/COUNTY-  NY/NASSAU
 KU4740  USGS QUAD   -  LAWRENCE (1979)
 KU4740
 KU4740                         *CURRENT SURVEY CONTROL
 KU4740  ___________________________________________________________________
 KU4740* NAD 83(1996)-  40 36 30.64347(N)    073 39 18.55702(W)     ADJUSTED  
 KU4740* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KU4740  ___________________________________________________________________
 KU4740  X           -   1,364,588.965 (meters)                     COMP
 KU4740  Y           -  -4,653,007.946 (meters)                     COMP
 KU4740  Z           -   4,129,495.549 (meters)                     COMP
 KU4740  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KU4740  ELLIP HEIGHT-         -30.16  (meters)          (12/03/02) GPS OBS
 KU4740  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KU4740
 KU4740  HORZ ORDER  -  FIRST
 KU4740  ELLP ORDER  -  FOURTH    CLASS II
 KU4740
 KU4740.The horizontal coordinates were established by GPS observations
 KU4740.and adjusted by the National Geodetic Survey in January 1999..
 KU4740
 KU4740.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4740
 KU4740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4740
 KU4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4740
 KU4740.The ellipsoidal height was determined by GPS observations
 KU4740.and is referenced to NAD 83.
 KU4740
 KU4740.The geoid height was determined by GEOID03.
 KU4740
 KU4740;                    North         East     Units Scale Factor Converg.
 KU4740;SPC NY L     -    49,122.343   329,184.644   MT  1.00000374   +0 13 32.0
 KU4740;SPC NY L     -   161,162.22  1,079,999.95   sFT  1.00000374   +0 13 32.0
 KU4740;UTM  18      - 4,496,168.834   613,771.730   MT  0.99975933   +0 52 31.6
 KU4740
 KU4740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4740!SPC NY L     -   1.00000473  x   1.00000374  =   1.00000847
 KU4740!UTM  18      -   1.00000473  x   0.99975933  =   0.99976406
 KU4740
 KU4740:                Primary Azimuth Mark                     Grid Az
 KU4740:SPC NY L     -  07E 04N                                  043 44 25.1
 KU4740:UTM  18      -  07E 04N                                  043 05 25.5
 KU4740
 KU4740|---------------------------------------------------------------------|
 KU4740| PID    Reference Object                     Distance      Geod. Az  |
 KU4740|                                                           dddmmss.s |
 KU4740| KU4720 07E 04N                             488.970 METERS 0435757.1 |
 KU4740|---------------------------------------------------------------------|
 KU4740
 KU4740                          SUPERSEDED SURVEY CONTROL
 KU4740
 KU4740  ELLIP H (09/01/99)  -30.16   (m)                       GP(       ) 4 1
 KU4740  NAD 83(1986)-  40 36 30.64704(N)    073 39 18.55582(W) AD(       ) 1
 KU4740  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU4740
 KU4740.Superseded values are not recommended for survey control.
 KU4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4740.See file dsdata.txt to determine how the superseded data were derived.
 KU4740
 KU4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1377296169(NAD 83)
 KU4740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4740_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4740_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4740_STAMPING: 07E04NAZ
 KU4740_MARK LOGO: NYDPW 
 KU4740_PROJECTION: RECESSED 8 CENTIMETERS
 KU4740_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4740+STABILITY: POSITION/ELEVATION WELL
 KU4740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4740+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991
 KU4740_ROD/PIPE-DEPTH: 20.6 meters
 KU4740_SLEEVE-DEPTH  : 1.52 meters
 KU4740
 KU4740  HISTORY     - Date     Condition        Report By
 KU4740  HISTORY     - 1989     MONUMENTED       SBAS
 KU4740  HISTORY     - 19910524 GOOD
 KU4740
 KU4740                          STATION DESCRIPTION
 KU4740
 KU4740'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4740'THE POINT IS LOCATED IN ISLAND PARK, TOWN OF HEMPSTEAD, IN THE GRASS
 KU4740'BY THE GAZEBO IN THE PARK LOCATED BETWEEN WATERFORD ROAD,MARINA PLACE
 KU4740'AND TALBOT PLACE AND 150 FEET (45.7 M) NORTHWEST OF THE CENTERLINE OF
 KU4740'WATERFORD ROAD.
 KU4740'THE LOCATION TIES ARE 48.6 FEET (14.8 M) FROM THE NORTH METAL POST
 KU4740'UNDER THE GAZEBO, 53.4 FEET (16.3 M) FROM THE CORNER OF THE CURB AND
 KU4740'3.9 FEET (1.2 M) FROM THE FACE OF THE CURB AT THE BRICK WALK.
 KU4740
 KU4740                          STATION RECOVERY (1991)
 KU4740
 KU4740'RECOVERED 1991
 KU4740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4721 ***********************************************************************
 KU4721  DESIGNATION -  07E 05N
 KU4721  PID         -  KU4721
 KU4721  STATE/COUNTY-  NY/NASSAU
 KU4721  USGS QUAD   -  LYNBROOK (1969)
 KU4721
 KU4721                         *CURRENT SURVEY CONTROL
 KU4721  ___________________________________________________________________
 KU4721* NAD 83(1996)-  40 37 39.54103(N)    073 39 00.04431(W)     ADJUSTED  
 KU4721* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4721  ___________________________________________________________________
 KU4721  X           -   1,364,617.132 (meters)                     COMP
 KU4721  Y           -  -4,651,557.956 (meters)                     COMP
 KU4721  Z           -   4,131,108.823 (meters)                     COMP
 KU4721  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KU4721  ELLIP HEIGHT-         -30.02  (meters)          (12/03/02) GPS OBS
 KU4721  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU4721
 KU4721  HORZ ORDER  -  FIRST
 KU4721  ELLP ORDER  -  FOURTH    CLASS II
 KU4721
 KU4721.The horizontal coordinates were established by GPS observations
 KU4721.and adjusted by the National Geodetic Survey in January 1999..
 KU4721
 KU4721.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4721
 KU4721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4721
 KU4721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4721
 KU4721.The ellipsoidal height was determined by GPS observations
 KU4721.and is referenced to NAD 83.
 KU4721
 KU4721.The geoid height was determined by GEOID03.
 KU4721
 KU4721;                    North         East     Units Scale Factor Converg.
 KU4721;SPC NY L     -    51,249.290   329,611.359   MT  1.00000240   +0 13 44.1
 KU4721;SPC NY L     -   168,140.38  1,081,399.93   sFT  1.00000240   +0 13 44.1
 KU4721;UTM  18      - 4,498,299.968   614,174.189   MT  0.99976045   +0 52 44.9
 KU4721
 KU4721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4721!SPC NY L     -   1.00000471  x   1.00000240  =   1.00000711
 KU4721!UTM  18      -   1.00000471  x   0.99976045  =   0.99976516
 KU4721
 KU4721|---------------------------------------------------------------------|
 KU4721| PID    Reference Object                     Distance      Geod. Az  |
 KU4721|                                                           dddmmss.s |
 KU4721| KU4741 07E 05N AZ                          370.363 METERS 35342     |
 KU4721|---------------------------------------------------------------------|
 KU4721
 KU4721                          SUPERSEDED SURVEY CONTROL
 KU4721
 KU4721  ELLIP H (09/01/99)  -30.02   (m)                       GP(       ) 4 1
 KU4721  NAD 83(1996)-  40 37 39.54454(N)    073 39 00.04308(W) AD(       ) 1
 KU4721  NAD 83(1992)-  40 37 39.54453(N)    073 39 00.04301(W) AD(       ) 1
 KU4721  NAD 83(1986)-  40 37 39.54465(N)    073 39 00.04332(W) AD(       ) 1
 KU4721  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU4721
 KU4721.Superseded values are not recommended for survey control.
 KU4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4721.See file dsdata.txt to determine how the superseded data were derived.
 KU4721
 KU4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1417498300(NAD 83)
 KU4721_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4721_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4721_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4721_STAMPING: 07E05N
 KU4721_MARK LOGO: NYDPW 
 KU4721_PROJECTION: RECESSED 8 CENTIMETERS
 KU4721_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4721+STABILITY: POSITION/ELEVATION WELL
 KU4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4721+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 KU4721_ROD/PIPE-DEPTH: 20.6 meters
 KU4721_SLEEVE-DEPTH  : 1.52 meters
 KU4721
 KU4721  HISTORY     - Date     Condition        Report By
 KU4721  HISTORY     - 1990     MONUMENTED       SBAS
 KU4721  HISTORY     - 19910312 GOOD
 KU4721
 KU4721                          STATION DESCRIPTION
 KU4721
 KU4721'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4721'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 12 FEET (3.7 M)
 KU4721'SOUTH OF THE EXTENDED CENTERLINE OF EAST LEXINGTON AVENUE AND 18 FEET
 KU4721'(5.5 M) WEST OF THE CENTERLINE OF YOST BOULEVARD,IN THE GRASS AREA
 KU4721'ADJACENT TO THE CURB.
 KU4721'THE LOCATION TIES ARE 39.9 FEET (12.2 M) FROM THE CENTER OF THE
 KU4721'MANHOLE CASTING ON THE SOUTH EAST CORNER OF YOST BOULEVARD AND EAST
 KU4721'LEXINGTON AVENUE, 39.4 FEET (12.0 M) FROM THE CENTER OF THE DRAIN
 KU4721'MANHOLE ON THE NORTH EAST CORNER OF YOST BOULEVARD AND EAST LEXINGTON
 KU4721'AVENUE AND 11.2 FEET (3.4 M) FROM THE CENTER OF THE MANHOLE CASTING
 KU4721'ON THE WEST SIDE OF YOST BOULEVARD.
 KU4721
 KU4721                          STATION RECOVERY (1991)
 KU4721
 KU4721'RECOVERED 1991
 KU4721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4741 ***********************************************************************
 KU4741  DESIGNATION -  07E 05N AZ
 KU4741  PID         -  KU4741
 KU4741  STATE/COUNTY-  NY/NASSAU
 KU4741  USGS QUAD   -  LYNBROOK (1969)
 KU4741
 KU4741                         *CURRENT SURVEY CONTROL
 KU4741  ___________________________________________________________________
 KU4741* NAD 83(1996)-  40 37 51.47519(N)    073 39 01.77437(W)     ADJUSTED  
 KU4741* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KU4741  ___________________________________________________________________
 KU4741  X           -   1,364,510.615 (meters)                     COMP
 KU4741  Y           -  -4,651,339.299 (meters)                     COMP
 KU4741  Z           -   4,131,388.128 (meters)                     COMP
 KU4741  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU4741  ELLIP HEIGHT-         -30.14  (meters)          (12/03/02) GPS OBS
 KU4741  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU4741
 KU4741  HORZ ORDER  -  FIRST
 KU4741  ELLP ORDER  -  FOURTH    CLASS II
 KU4741
 KU4741.The horizontal coordinates were established by GPS observations
 KU4741.and adjusted by the National Geodetic Survey in January 1999..
 KU4741
 KU4741.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4741
 KU4741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4741
 KU4741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4741
 KU4741.The ellipsoidal height was determined by GPS observations
 KU4741.and is referenced to NAD 83.
 KU4741
 KU4741.The geoid height was determined by GEOID03.
 KU4741
 KU4741;                    North         East     Units Scale Factor Converg.
 KU4741;SPC NY L     -    51,617.251   329,569.231   MT  1.00000218   +0 13 43.0
 KU4741;SPC NY L     -   169,347.60  1,081,261.72   sFT  1.00000218   +0 13 43.0
 KU4741;UTM  18      - 4,498,667.338   614,127.899   MT  0.99976032   +0 52 43.9
 KU4741
 KU4741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4741!SPC NY L     -   1.00000473  x   1.00000218  =   1.00000691
 KU4741!UTM  18      -   1.00000473  x   0.99976032  =   0.99976505
 KU4741
 KU4741|---------------------------------------------------------------------|
 KU4741| PID    Reference Object                     Distance      Geod. Az  |
 KU4741|                                                           dddmmss.s |
 KU4741| KU4721 07E 05N                             370.363 METERS 17342     |
 KU4741|---------------------------------------------------------------------|
 KU4741
 KU4741                          SUPERSEDED SURVEY CONTROL
 KU4741
 KU4741  ELLIP H (09/01/99)  -30.14   (m)                       GP(       ) 4 1
 KU4741  NAD 83(1996)-  40 37 51.47866(N)    073 39 01.77312(W) AD(       ) 1
 KU4741  NAD 83(1992)-  40 37 51.47862(N)    073 39 01.77305(W) AD(       ) 1
 KU4741  NAD 83(1986)-  40 37 51.47886(N)    073 39 01.77346(W) AD(       ) 1
 KU4741  NGVD 29 (03/24/92)    2.0    (m)            7.     (f) GPS OBS        
 KU4741
 KU4741.Superseded values are not recommended for survey control.
 KU4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4741.See file dsdata.txt to determine how the superseded data were derived.
 KU4741
 KU4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1412898667(NAD 83)
 KU4741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4741_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4741_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4741_STAMPING: 07E05NAZ
 KU4741_MARK LOGO: NYDPW 
 KU4741_PROJECTION: RECESSED 8 CENTIMETERS
 KU4741_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4741+STABILITY: POSITION/ELEVATION WELL
 KU4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4741+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1991
 KU4741_ROD/PIPE-DEPTH: 20.6 meters
 KU4741_SLEEVE-DEPTH  : 1.52 meters
 KU4741
 KU4741  HISTORY     - Date     Condition        Report By
 KU4741  HISTORY     - 1990     MONUMENTED       SBAS
 KU4741  HISTORY     - 19910305 GOOD
 KU4741
 KU4741                          STATION DESCRIPTION
 KU4741
 KU4741'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4741'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 71 FEET
 KU4741'(21.6 M) SOUTH OF THE CENTERLINE OF WEST CORTLAND AVENUE AND 17 FEET
 KU4741'(5.2 M) EAST OF THE CENTERLINE OF YOST BOULEVARD,IN THE PAVED
 KU4741'ROADWAY.
 KU4741'THE LOCATION TIES ARE 57.5 FEET (17.5 M) FROM THE CENTER OF THE LONG
 KU4741'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 22, 72.3 FEET (22.0 M)
 KU4741'FROM THE CENTER OF THE SEWER MANHOLE AND 44.6 FEET (13.6 M) FROM THE
 KU4741'CENTER OF THE DRAIN MANHOLE.
 KU4741
 KU4741                          STATION RECOVERY (1991)
 KU4741
 KU4741'RECOVERED 1991
 KU4741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4722 ***********************************************************************
 KU4722  DESIGNATION -  07E 06N
 KU4722  PID         -  KU4722
 KU4722  STATE/COUNTY-  NY/NASSAU
 KU4722  USGS QUAD   -  LYNBROOK (1969)
 KU4722
 KU4722                         *CURRENT SURVEY CONTROL
 KU4722  ___________________________________________________________________
 KU4722* NAD 83(1996)-  40 38 31.75408(N)    073 39 03.21503(W)     ADJUSTED  
 KU4722* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU4722  ___________________________________________________________________
 KU4722  X           -   1,364,250.514 (meters)                     COMP
 KU4722  Y           -  -4,650,572.923 (meters)                     COMP
 KU4722  Z           -   4,132,331.445 (meters)                     COMP
 KU4722  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KU4722  ELLIP HEIGHT-         -29.41  (meters)          (12/03/02) GPS OBS
 KU4722  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU4722
 KU4722  HORZ ORDER  -  FIRST
 KU4722  ELLP ORDER  -  FOURTH    CLASS II
 KU4722
 KU4722.The horizontal coordinates were established by GPS observations
 KU4722.and adjusted by the National Geodetic Survey in January 1999..
 KU4722
 KU4722.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4722
 KU4722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4722
 KU4722.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4722
 KU4722.The ellipsoidal height was determined by GPS observations
 KU4722.and is referenced to NAD 83.
 KU4722
 KU4722.The geoid height was determined by GEOID03.
 KU4722
 KU4722;                    North         East     Units Scale Factor Converg.
 KU4722;SPC NY L     -    52,859.565   329,530.423   MT  1.00000145   +0 13 42.0
 KU4722;SPC NY L     -   173,423.42  1,081,134.40   sFT  1.00000145   +0 13 42.0
 KU4722;UTM  18      - 4,499,908.832   614,075.005   MT  0.99976018   +0 52 43.7
 KU4722
 KU4722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4722!SPC NY L     -   1.00000461  x   1.00000145  =   1.00000606
 KU4722!UTM  18      -   1.00000461  x   0.99976018  =   0.99976479
 KU4722
 KU4722|---------------------------------------------------------------------|
 KU4722| PID    Reference Object                     Distance      Geod. Az  |
 KU4722|                                                           dddmmss.s |
 KU4722| KU4742 07E 06N AZ                          225.961 METERS 28803     |
 KU4722|---------------------------------------------------------------------|
 KU4722
 KU4722                          SUPERSEDED SURVEY CONTROL
 KU4722
 KU4722  ELLIP H (09/01/99)  -29.41   (m)                       GP(       ) 4 1
 KU4722  NAD 83(1996)-  40 38 31.75755(N)    073 39 03.21386(W) AD(       ) 1
 KU4722  NAD 83(1992)-  40 38 31.75751(N)    073 39 03.21379(W) AD(       ) 1
 KU4722  NAD 83(1986)-  40 38 31.75765(N)    073 39 03.21410(W) AD(       ) 1
 KU4722  NGVD 29 (03/24/92)    2.7    (m)            9.     (f) GPS OBS        
 KU4722
 KU4722.Superseded values are not recommended for survey control.
 KU4722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4722.See file dsdata.txt to determine how the superseded data were derived.
 KU4722
 KU4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1407599909(NAD 83)
 KU4722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4722_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4722_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4722_STAMPING: 07E06N
 KU4722_MARK LOGO: NYDPW 
 KU4722_PROJECTION: RECESSED 8 CENTIMETERS
 KU4722_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4722+STABILITY: POSITION/ELEVATION WELL
 KU4722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4722+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 KU4722_ROD/PIPE-DEPTH: 20.6 meters
 KU4722_SLEEVE-DEPTH  : 1.52 meters
 KU4722
 KU4722  HISTORY     - Date     Condition        Report By
 KU4722  HISTORY     - 1990     MONUMENTED       SBAS
 KU4722  HISTORY     - 19910129 GOOD
 KU4722
 KU4722                          STATION DESCRIPTION
 KU4722
 KU4722'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4722'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 27 FEET (8.2 M)
 KU4722'NORTH EAST OF THE EXTENDED CENTERLINE OF PEARL STREET AND 22 FEET
 KU4722'(6.7 M) SOUTH EAST OF THE CENTERLINE OF DAVISON STREET,IN THE
 KU4722'CONCRETE SIDEWALK.
 KU4722'THE LOCATION TIES ARE 19.4 FEET (5.9 M) FROM THE CENTER OF GUY POLE,
 KU4722'48.7 FEET (14.8 M) FROM THE CENTER OF THE LONG ISLAND LIGHTING
 KU4722'COMPANY UTILITY POLE NUMBER 12 AND 65.5 FEET (20.0 M) FROM THE CENTER
 KU4722'OF THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 7.
 KU4722
 KU4722                          STATION RECOVERY (1991)
 KU4722
 KU4722'RECOVERED 1991
 KU4722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4742 ***********************************************************************
 KU4742  DESIGNATION -  07E 06N AZ
 KU4742  PID         -  KU4742
 KU4742  STATE/COUNTY-  NY/NASSAU
 KU4742  USGS QUAD   -  LYNBROOK (1969)
 KU4742
 KU4742                         *CURRENT SURVEY CONTROL
 KU4742  ___________________________________________________________________
 KU4742* NAD 83(1996)-  40 38 34.02426(N)    073 39 12.35827(W)     ADJUSTED  
 KU4742* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU4742  ___________________________________________________________________
 KU4742  X           -   1,364,031.533 (meters)                     COMP
 KU4742  Y           -  -4,650,589.647 (meters)                     COMP
 KU4742  Z           -   4,132,384.600 (meters)                     COMP
 KU4742  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU4742  ELLIP HEIGHT-         -29.38  (meters)          (12/03/02) GPS OBS
 KU4742  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU4742
 KU4742  HORZ ORDER  -  FIRST
 KU4742  ELLP ORDER  -  FOURTH    CLASS II
 KU4742
 KU4742.The horizontal coordinates were established by GPS observations
 KU4742.and adjusted by the National Geodetic Survey in January 1999..
 KU4742
 KU4742.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4742
 KU4742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4742
 KU4742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4742
 KU4742.The ellipsoidal height was determined by GPS observations
 KU4742.and is referenced to NAD 83.
 KU4742
 KU4742.The geoid height was determined by GEOID03.
 KU4742
 KU4742;                    North         East     Units Scale Factor Converg.
 KU4742;SPC NY L     -    52,928.738   329,315.310   MT  1.00000141   +0 13 36.1
 KU4742;SPC NY L     -   173,650.37  1,080,428.65   sFT  1.00000141   +0 13 36.1
 KU4742;UTM  18      - 4,499,975.542   613,859.173   MT  0.99975957   +0 52 37.8
 KU4742
 KU4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4742!SPC NY L     -   1.00000461  x   1.00000141  =   1.00000602
 KU4742!UTM  18      -   1.00000461  x   0.99975957  =   0.99976418
 KU4742
 KU4742|---------------------------------------------------------------------|
 KU4742| PID    Reference Object                     Distance      Geod. Az  |
 KU4742|                                                           dddmmss.s |
 KU4742| KU4722 07E 06N                             225.961 METERS 10803     |
 KU4742|---------------------------------------------------------------------|
 KU4742
 KU4742                          SUPERSEDED SURVEY CONTROL
 KU4742
 KU4742  ELLIP H (09/01/99)  -29.38   (m)                       GP(       ) 4 1
 KU4742  NAD 83(1996)-  40 38 34.02774(N)    073 39 12.35709(W) AD(       ) 1
 KU4742  NAD 83(1992)-  40 38 34.02770(N)    073 39 12.35703(W) AD(       ) 1
 KU4742  NAD 83(1986)-  40 38 34.02781(N)    073 39 12.35735(W) AD(       ) 1
 KU4742  NGVD 29 (03/24/92)    2.7    (m)            9.     (f) GPS OBS        
 KU4742
 KU4742.Superseded values are not recommended for survey control.
 KU4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4742.See file dsdata.txt to determine how the superseded data were derived.
 KU4742
 KU4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1385999976(NAD 83)
 KU4742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4742_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4742_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4742_STAMPING: 07E06NAZ
 KU4742_MARK LOGO: NYDPW 
 KU4742_PROJECTION: RECESSED 8 CENTIMETERS
 KU4742_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4742+STABILITY: POSITION/ELEVATION WELL
 KU4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4742+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1991
 KU4742_ROD/PIPE-DEPTH: 18.2 meters
 KU4742_SLEEVE-DEPTH  : 1.52 meters
 KU4742
 KU4742  HISTORY     - Date     Condition        Report By
 KU4742  HISTORY     - 1990     MONUMENTED       SBAS
 KU4742  HISTORY     - 19910507 GOOD
 KU4742
 KU4742                          STATION DESCRIPTION
 KU4742
 KU4742'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4742'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 20 FEET (6.1 M)
 KU4742'NORTH OF THE CENTERLINE OF PEARL STREET AND 11 FEET (3.4 M) WEST OF
 KU4742'THE EXTENDED CENTERLINE OF EVERGREEN AVENUE,IN THE CONCRETE SIDEWALK.
 KU4742'THE LOCATION TIES ARE 34.7 FEET (10.6 M) FROM THE CENTER OF THE DRAIN
 KU4742'MANHOLE, 12.9 FEET (3.9 M) FROM THE NORTH WEST CORNER OF THE CATCH
 KU4742'BASIN AND 45.9 FEET (14.0 M) FROM THE CENTER OF THE LONG ISLAND
 KU4742'LIGHTING COMPANY UTILITY POLE NUMBER 7.
 KU4742
 KU4742                          STATION RECOVERY (1991)
 KU4742
 KU4742'RECOVERED 1991
 KU4742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4723 ***********************************************************************
 KU4723  DESIGNATION -  07E 07N
 KU4723  PID         -  KU4723
 KU4723  STATE/COUNTY-  NY/NASSAU
 KU4723  USGS QUAD   -  LYNBROOK (1969)
 KU4723
 KU4723                         *CURRENT SURVEY CONTROL
 KU4723  ___________________________________________________________________
 KU4723* NAD 83(1996)-  40 39 17.24989(N)    073 39 08.84643(W)     ADJUSTED  
 KU4723* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 KU4723  ___________________________________________________________________
 KU4723  X           -   1,363,866.582 (meters)                     COMP
 KU4723  Y           -  -4,649,734.123 (meters)                     COMP
 KU4723  Z           -   4,133,397.271 (meters)                     COMP
 KU4723  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KU4723  ELLIP HEIGHT-         -27.79  (meters)          (12/03/02) GPS OBS
 KU4723  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU4723
 KU4723  HORZ ORDER  -  FIRST
 KU4723  ELLP ORDER  -  FOURTH    CLASS II
 KU4723
 KU4723.The horizontal coordinates were established by GPS observations
 KU4723.and adjusted by the National Geodetic Survey in January 1999..
 KU4723
 KU4723.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4723
 KU4723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4723
 KU4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4723
 KU4723.The ellipsoidal height was determined by GPS observations
 KU4723.and is referenced to NAD 83.
 KU4723
 KU4723.The geoid height was determined by GEOID03.
 KU4723
 KU4723;                    North         East     Units Scale Factor Converg.
 KU4723;SPC NY L     -    54,262.412   329,392.536   MT  1.00000068   +0 13 38.4
 KU4723;SPC NY L     -   178,025.93  1,080,682.01   sFT  1.00000068   +0 13 38.4
 KU4723;UTM  18      - 4,501,309.685   613,921.235   MT  0.99975974   +0 52 40.9
 KU4723
 KU4723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4723!SPC NY L     -   1.00000436  x   1.00000068  =   1.00000504
 KU4723!UTM  18      -   1.00000436  x   0.99975974  =   0.99976410
 KU4723
 KU4723|---------------------------------------------------------------------|
 KU4723| PID    Reference Object                     Distance      Geod. Az  |
 KU4723|                                                           dddmmss.s |
 KU4723| KU4743 07E 07N AZ                          226.367 METERS 17544     |
 KU4723|---------------------------------------------------------------------|
 KU4723
 KU4723                          SUPERSEDED SURVEY CONTROL
 KU4723
 KU4723  ELLIP H (09/01/99)  -27.79   (m)                       GP(       ) 4 1
 KU4723  NAD 83(1996)-  40 39 17.25333(N)    073 39 08.84524(W) AD(       ) 1
 KU4723  NAD 83(1992)-  40 39 17.25328(N)    073 39 08.84516(W) AD(       ) 1
 KU4723  NAD 83(1986)-  40 39 17.25347(N)    073 39 08.84550(W) AD(       ) 1
 KU4723  NGVD 29 (03/24/92)    4.3    (m)           14.     (f) GPS OBS        
 KU4723
 KU4723.Superseded values are not recommended for survey control.
 KU4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4723.See file dsdata.txt to determine how the superseded data were derived.
 KU4723
 KU4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1392101310(NAD 83)
 KU4723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4723_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4723_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4723_STAMPING: 07E07N
 KU4723_MARK LOGO: NYDPW 
 KU4723_PROJECTION: RECESSED 8 CENTIMETERS
 KU4723_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4723+STABILITY: POSITION/ELEVATION WELL
 KU4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4723+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1991
 KU4723_ROD/PIPE-DEPTH: 20.6 meters
 KU4723_SLEEVE-DEPTH  : 1.52 meters
 KU4723
 KU4723  HISTORY     - Date     Condition        Report By
 KU4723  HISTORY     - 1990     MONUMENTED       SBAS
 KU4723  HISTORY     - 19910507 GOOD
 KU4723
 KU4723                          STATION DESCRIPTION
 KU4723
 KU4723'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4723'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 20 FEET
 KU4723'(6.1 M) NORTH OF THE CENTERLINE OF SOUTH VILLAGE AVENUE AND 12 FEET
 KU4723'(3.7 M) WEST OF THE EXTENDED CENTERLINE OF HENDRICKSON AVENUE,IN THE
 KU4723'CONCRETE SIDEWALK.
 KU4723'THE LOCATION TIES ARE 23.7 FEET (7.2 M) FROM THE CENTER OF THE UTILITY
 KU4723'MANHOLE, 44.0 FEET (13.4 M) FROM THE CENTER OF THE DRAIN MANHOLE ON
 KU4723'THE SOUTH SIDE OF SOUTH VILLAGE AVENUE AND 27.1 FEET (8.3 M) FROM THE
 KU4723'CENTER OF THE DRAIN MANHOLE ON THE CENTERLINE OF SOUTH VILLAGE
 KU4723'AVENUE.
 KU4723
 KU4723                          STATION RECOVERY (1991)
 KU4723
 KU4723'RECOVERED 1991
 KU4723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4743 ***********************************************************************
 KU4743  DESIGNATION -  07E 07N AZ
 KU4743  PID         -  KU4743
 KU4743  STATE/COUNTY-  NY/NASSAU
 KU4743  USGS QUAD   -  LYNBROOK (1969)
 KU4743
 KU4743                         *CURRENT SURVEY CONTROL
 KU4743  ___________________________________________________________________
 KU4743* NAD 83(1996)-  40 39 09.93169(N)    073 39 08.13031(W)     ADJUSTED  
 KU4743* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 KU4743  ___________________________________________________________________
 KU4743  X           -   1,363,924.040 (meters)                     COMP
 KU4743  Y           -  -4,649,870.239 (meters)                     COMP
 KU4743  Z           -   4,133,225.770 (meters)                     COMP
 KU4743  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KU4743  ELLIP HEIGHT-         -28.16  (meters)          (12/03/02) GPS OBS
 KU4743  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU4743
 KU4743  HORZ ORDER  -  FIRST
 KU4743  ELLP ORDER  -  FOURTH    CLASS II
 KU4743
 KU4743.The horizontal coordinates were established by GPS observations
 KU4743.and adjusted by the National Geodetic Survey in January 1999..
 KU4743
 KU4743.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4743
 KU4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4743
 KU4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4743
 KU4743.The ellipsoidal height was determined by GPS observations
 KU4743.and is referenced to NAD 83.
 KU4743
 KU4743.The geoid height was determined by GEOID03.
 KU4743
 KU4743;                    North         East     Units Scale Factor Converg.
 KU4743;SPC NY L     -    54,036.740   329,410.255   MT  1.00000080   +0 13 38.8
 KU4743;SPC NY L     -   177,285.54  1,080,740.14   sFT  1.00000080   +0 13 38.8
 KU4743;UTM  18      - 4,501,084.283   613,941.511   MT  0.99975980   +0 52 41.2
 KU4743
 KU4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4743!SPC NY L     -   1.00000442  x   1.00000080  =   1.00000522
 KU4743!UTM  18      -   1.00000442  x   0.99975980  =   0.99976422
 KU4743
 KU4743|---------------------------------------------------------------------|
 KU4743| PID    Reference Object                     Distance      Geod. Az  |
 KU4743|                                                           dddmmss.s |
 KU4743| KU4723 07E 07N                             226.367 METERS 35544     |
 KU4743|---------------------------------------------------------------------|
 KU4743
 KU4743                          SUPERSEDED SURVEY CONTROL
 KU4743
 KU4743  ELLIP H (09/01/99)  -28.15   (m)                       GP(       ) 4 1
 KU4743  NAD 83(1996)-  40 39 09.93518(N)    073 39 08.12911(W) AD(       ) 1
 KU4743  NAD 83(1992)-  40 39 09.93515(N)    073 39 08.12906(W) AD(       ) 1
 KU4743  NAD 83(1986)-  40 39 09.93528(N)    073 39 08.12918(W) AD(       ) 1
 KU4743  NGVD 29 (03/24/92)    4.0    (m)           13.     (f) GPS OBS        
 KU4743
 KU4743.Superseded values are not recommended for survey control.
 KU4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4743.See file dsdata.txt to determine how the superseded data were derived.
 KU4743
 KU4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1394201084(NAD 83)
 KU4743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4743_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4743_STAMPING: 07E07NAZ
 KU4743_MARK LOGO: NYDPW 
 KU4743_PROJECTION: RECESSED 8 CENTIMETERS
 KU4743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4743+STABILITY: POSITION/ELEVATION WELL
 KU4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4743+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 KU4743_ROD/PIPE-DEPTH: 20.6 meters
 KU4743_SLEEVE-DEPTH  : 1.52 meters
 KU4743
 KU4743  HISTORY     - Date     Condition        Report By
 KU4743  HISTORY     - 1990     MONUMENTED       SBAS
 KU4743  HISTORY     - 19910326 GOOD
 KU4743
 KU4743                          STATION DESCRIPTION
 KU4743
 KU4743'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4743'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 25 FEET
 KU4743'(7.6 M) NORTH OF THE CENTERLINE OF SOUTH PARK AVENUE AND 19 FEET
 KU4743'(5.8 M) EAST OF THE CENTERLINE OF HENDRICKSON AVENUE,IN THE CONCRETE
 KU4743'SIDEWALK.
 KU4743'THE LOCATION TIES ARE 15.6 FEET (4.8 M) FROM THE CENTER OF THE NEW
 KU4743'YORK TELEPHONE UTILITY POLE NUMBER 18, 20.7 FEET (6.3 M) FROM THE
 KU4743'CENTER OF THE SEWER MANHOLE AND 31.8 FEET (9.7 M) FROM THE CENTER OF
 KU4743'THE DRAIN MANHOLE.
 KU4743
 KU4743                          STATION RECOVERY (1991)
 KU4743
 KU4743'RECOVERED 1991
 KU4743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4724 ***********************************************************************
 KU4724  DESIGNATION -  07E 08N
 KU4724  PID         -  KU4724
 KU4724  STATE/COUNTY-  NY/NASSAU
 KU4724  USGS QUAD   -  LYNBROOK (1969)
 KU4724
 KU4724                         *CURRENT SURVEY CONTROL
 KU4724  ___________________________________________________________________
 KU4724* NAD 83(1996)-  40 40 11.90319(N)    073 39 15.78447(W)     ADJUSTED  
 KU4724* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 KU4724  ___________________________________________________________________
 KU4724  X           -   1,363,402.180 (meters)                     COMP
 KU4724  Y           -  -4,648,729.822 (meters)                     COMP
 KU4724  Z           -   4,134,679.617 (meters)                     COMP
 KU4724  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KU4724  ELLIP HEIGHT-         -22.39  (meters)          (12/03/02) GPS OBS
 KU4724  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU4724
 KU4724  HORZ ORDER  -  FIRST
 KU4724  ELLP ORDER  -  FOURTH    CLASS II
 KU4724
 KU4724.The horizontal coordinates were established by GPS observations
 KU4724.and adjusted by the National Geodetic Survey in January 1999..
 KU4724
 KU4724.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4724
 KU4724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4724
 KU4724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4724
 KU4724.The ellipsoidal height was determined by GPS observations
 KU4724.and is referenced to NAD 83.
 KU4724
 KU4724.The geoid height was determined by GEOID03.
 KU4724
 KU4724;                    North         East     Units Scale Factor Converg.
 KU4724;SPC NY L     -    55,947.618   329,222.894   MT  0.99999982   +0 13 33.8
 KU4724;SPC NY L     -   183,554.81  1,080,125.44   sFT  0.99999982   +0 13 33.8
 KU4724;UTM  18      - 4,502,992.449   613,732.508   MT  0.99975921   +0 52 37.3
 KU4724
 KU4724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4724!SPC NY L     -   1.00000351  x   0.99999982  =   1.00000333
 KU4724!UTM  18      -   1.00000351  x   0.99975921  =   0.99976272
 KU4724
 KU4724|---------------------------------------------------------------------|
 KU4724| PID    Reference Object                     Distance      Geod. Az  |
 KU4724|                                                           dddmmss.s |
 KU4724| KU4744 07E 08N AZ                          159.002 METERS 27357     |
 KU4724|---------------------------------------------------------------------|
 KU4724
 KU4724                          SUPERSEDED SURVEY CONTROL
 KU4724
 KU4724  ELLIP H (09/01/99)  -22.39   (m)                       GP(       ) 4 1
 KU4724  NAD 83(1996)-  40 40 11.90650(N)    073 39 15.78329(W) AD(       ) 1
 KU4724  NAD 83(1992)-  40 40 11.90645(N)    073 39 15.78314(W) AD(       ) 1
 KU4724  NAD 83(1986)-  40 40 11.90674(N)    073 39 15.78392(W) AD(       ) 1
 KU4724  NGVD 29 (03/24/92)    9.7    (m)           32.     (f) GPS OBS        
 KU4724
 KU4724.Superseded values are not recommended for survey control.
 KU4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4724.See file dsdata.txt to determine how the superseded data were derived.
 KU4724
 KU4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1373302992(NAD 83)
 KU4724_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4724_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4724_STAMPING: 07E08N
 KU4724_MARK LOGO: NYDPW 
 KU4724_PROJECTION: RECESSED 8 CENTIMETERS
 KU4724_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4724+STABILITY: POSITION/ELEVATION WELL
 KU4724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4724+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1991
 KU4724_ROD/PIPE-DEPTH: 20.6 meters
 KU4724_SLEEVE-DEPTH  : 1.52 meters
 KU4724
 KU4724  HISTORY     - Date     Condition        Report By
 KU4724  HISTORY     - 1990     MONUMENTED       SBAS
 KU4724  HISTORY     - 19910304 GOOD
 KU4724
 KU4724                          STATION DESCRIPTION
 KU4724
 KU4724'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4724'THE POINT IS LOCATED IN LAKEVIEW, TOWN OF HEMPSTEAD, 33 FEET (10.1 M)
 KU4724'NORTH OF THE CENTERLINE OF PERSHING BOULEVARD AND 66 FEET (20.1 M)
 KU4724'WEST OF THE CENTERLINE OF WOODFIELD ROAD,IN THE CONCRETE SIDEWALK.
 KU4724'THE LOCATION TIES ARE 41.1 FEET (12.5 M) FROM THE SOUTH EAST CORNER OF
 KU4724'HOUSE NUMBER 422, 32.4 FEET (9.9 M) FROM THE NORTH WEST CORNER OF THE
 KU4724'CATCH BASIN ON THE NORTH SIDE OF PERSHING BOULEVARD AND 51.6 FEET
 KU4724'(15.7 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN ON THE SOUTH
 KU4724'SIDE ON PERSHING BOULEVARD.
 KU4724
 KU4724                          STATION RECOVERY (1991)
 KU4724
 KU4724'RECOVERED 1991
 KU4724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4744 ***********************************************************************
 KU4744  DESIGNATION -  07E 08N AZ
 KU4744  PID         -  KU4744
 KU4744  STATE/COUNTY-  NY/NASSAU
 KU4744  USGS QUAD   -  LYNBROOK (1969)
 KU4744
 KU4744                         *CURRENT SURVEY CONTROL
 KU4744  ___________________________________________________________________
 KU4744* NAD 83(1996)-  40 40 12.25797(N)    073 39 22.53821(W)     ADJUSTED  
 KU4744* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 KU4744  ___________________________________________________________________
 KU4744  X           -   1,363,247.882 (meters)                     COMP
 KU4744  Y           -  -4,648,767.356 (meters)                     COMP
 KU4744  Z           -   4,134,687.682 (meters)                     COMP
 KU4744  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KU4744  ELLIP HEIGHT-         -22.75  (meters)          (12/03/02) GPS OBS
 KU4744  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU4744
 KU4744  HORZ ORDER  -  FIRST
 KU4744  ELLP ORDER  -  FOURTH    CLASS II
 KU4744
 KU4744.The horizontal coordinates were established by GPS observations
 KU4744.and adjusted by the National Geodetic Survey in January 1999..
 KU4744
 KU4744.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4744
 KU4744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4744
 KU4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4744
 KU4744.The ellipsoidal height was determined by GPS observations
 KU4744.and is referenced to NAD 83.
 KU4744
 KU4744.The geoid height was determined by GEOID03.
 KU4744
 KU4744;                    North         East     Units Scale Factor Converg.
 KU4744;SPC NY L     -    55,957.937   329,064.227   MT  0.99999981   +0 13 29.4
 KU4744;SPC NY L     -   183,588.66  1,079,604.88   sFT  0.99999981   +0 13 29.4
 KU4744;UTM  18      - 4,503,000.963   613,573.772   MT  0.99975877   +0 52 32.9
 KU4744
 KU4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4744!SPC NY L     -   1.00000357  x   0.99999981  =   1.00000338
 KU4744!UTM  18      -   1.00000357  x   0.99975877  =   0.99976234
 KU4744
 KU4744|---------------------------------------------------------------------|
 KU4744| PID    Reference Object                     Distance      Geod. Az  |
 KU4744|                                                           dddmmss.s |
 KU4744| KU4724 07E 08N                             159.002 METERS 09357     |
 KU4744|---------------------------------------------------------------------|
 KU4744
 KU4744                          SUPERSEDED SURVEY CONTROL
 KU4744
 KU4744  ELLIP H (09/01/99)  -22.75   (m)                       GP(       ) 4 1
 KU4744  NAD 83(1996)-  40 40 12.26128(N)    073 39 22.53703(W) AD(       ) 1
 KU4744  NAD 83(1992)-  40 40 12.26123(N)    073 39 22.53688(W) AD(       ) 1
 KU4744  NAD 83(1986)-  40 40 12.26149(N)    073 39 22.53765(W) AD(       ) 1
 KU4744  NGVD 29 (03/24/92)    9.3    (m)           31.     (f) GPS OBS        
 KU4744
 KU4744.Superseded values are not recommended for survey control.
 KU4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4744.See file dsdata.txt to determine how the superseded data were derived.
 KU4744
 KU4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1357403001(NAD 83)
 KU4744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4744_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4744_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4744_STAMPING: 07E08NAZ
 KU4744_MARK LOGO: NYDPW 
 KU4744_PROJECTION: RECESSED 8 CENTIMETERS
 KU4744_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4744+STABILITY: POSITION/ELEVATION WELL
 KU4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4744+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4744_ROD/PIPE-DEPTH: 20.6 meters
 KU4744_SLEEVE-DEPTH  : 1.52 meters
 KU4744
 KU4744  HISTORY     - Date     Condition        Report By
 KU4744  HISTORY     - 1990     MONUMENTED       SBAS
 KU4744  HISTORY     - 19910128 GOOD
 KU4744
 KU4744                          STATION DESCRIPTION
 KU4744
 KU4744'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4744'THE POINT IS LOCATED IN LAKEVIEW, TOWN OF HEMPSTEAD, 34 FEET (10.4 M)
 KU4744'NORTH OF THE CENTERLINE OF PERSHING BOULEVARD AND 27 FEET (8.2 M) WEST
 KU4744'OF THE CENTERLINE OF LANGDON BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4744'THE LOCATION TIES ARE 77.3 FEET (23.6 M) FROM THE CENTER OF THE
 KU4744'HYDRANT, 25.8 FEET (7.9 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU4744'66.3 FEET (20.2 M) FROM THE CENTER OF THE NEW YORK TELEPHONE UTILITY
 KU4744'POLE NUMBER 22.
 KU4744
 KU4744                          STATION RECOVERY (1991)
 KU4744
 KU4744'RECOVERED 1991
 KU4744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4725 ***********************************************************************
 KU4725  DESIGNATION -  07E 09N
 KU4725  PID         -  KU4725
 KU4725  STATE/COUNTY-  NY/NASSAU
 KU4725  USGS QUAD   -  LYNBROOK (1969)
 KU4725
 KU4725                         *CURRENT SURVEY CONTROL
 KU4725  ___________________________________________________________________
 KU4725* NAD 83(1996)-  40 41 08.53074(N)    073 38 50.97339(W)     ADJUSTED  
 KU4725* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 KU4725  ___________________________________________________________________
 KU4725  X           -   1,363,641.678 (meters)                     COMP
 KU4725  Y           -  -4,647,476.289 (meters)                     COMP
 KU4725  Z           -   4,136,007.015 (meters)                     COMP
 KU4725  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KU4725  ELLIP HEIGHT-         -18.28  (meters)          (12/03/02) GPS OBS
 KU4725  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU4725
 KU4725  HORZ ORDER  -  FIRST
 KU4725  ELLP ORDER  -  FOURTH    CLASS II
 KU4725
 KU4725.The horizontal coordinates were established by GPS observations
 KU4725.and adjusted by the National Geodetic Survey in January 1999..
 KU4725
 KU4725.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4725
 KU4725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4725
 KU4725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4725
 KU4725.The ellipsoidal height was determined by GPS observations
 KU4725.and is referenced to NAD 83.
 KU4725
 KU4725.The geoid height was determined by GEOID03.
 KU4725
 KU4725;                    North         East     Units Scale Factor Converg.
 KU4725;SPC NY L     -    57,696.691   329,798.600   MT  0.99999900   +0 13 50.0
 KU4725;SPC NY L     -   189,293.23  1,082,014.24   sFT  0.99999900   +0 13 50.0
 KU4725;UTM  18      - 4,504,747.531   614,288.167   MT  0.99976077   +0 52 54.5
 KU4725
 KU4725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4725!SPC NY L     -   1.00000287  x   0.99999900  =   1.00000187
 KU4725!UTM  18      -   1.00000287  x   0.99976077  =   0.99976364
 KU4725
 KU4725|---------------------------------------------------------------------|
 KU4725| PID    Reference Object                     Distance      Geod. Az  |
 KU4725|                                                           dddmmss.s |
 KU4725| KU4745 07E 09N AZ                          390.274 METERS 09606     |
 KU4725|---------------------------------------------------------------------|
 KU4725
 KU4725                          SUPERSEDED SURVEY CONTROL
 KU4725
 KU4725  ELLIP H (09/01/99)  -18.28   (m)                       GP(       ) 4 1
 KU4725  NAD 83(1996)-  40 41 08.53406(N)    073 38 50.97223(W) AD(       ) 1
 KU4725  NAD 83(1992)-  40 41 08.53400(N)    073 38 50.97207(W) AD(       ) 1
 KU4725  NAD 83(1986)-  40 41 08.53420(N)    073 38 50.97293(W) AD(       ) 1
 KU4725  NGVD 29 (03/24/92)   13.7    (m)           45.     (f) GPS OBS        
 KU4725
 KU4725.Superseded values are not recommended for survey control.
 KU4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4725.See file dsdata.txt to determine how the superseded data were derived.
 KU4725
 KU4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1428804748(NAD 83)
 KU4725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4725_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4725_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4725_STAMPING: 07E09N
 KU4725_MARK LOGO: NYDPW 
 KU4725_PROJECTION: RECESSED 8 CENTIMETERS
 KU4725_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4725+STABILITY: POSITION/ELEVATION WELL
 KU4725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4725+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 KU4725_ROD/PIPE-DEPTH: 20.6 meters
 KU4725_SLEEVE-DEPTH  : 1.52 meters
 KU4725
 KU4725  HISTORY     - Date     Condition        Report By
 KU4725  HISTORY     - 1990     MONUMENTED       SBAS
 KU4725  HISTORY     - 19910129 GOOD
 KU4725
 KU4725                          STATION DESCRIPTION
 KU4725
 KU4725'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4725'THE POINT IS LOCATED IN LAKEVIEW, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4725'SOUTH OF THE CENTERLINE OF EAGLE AVENUE AND 151 FEET (46.0 M) EAST OF
 KU4725'THE CENTERLINE OF JENNINGS AVENUE,IN THE CONCRETE SIDEWALK.
 KU4725'THE LOCATION TIES ARE 66.7 FEET (20.3 M) FROM THE CENTER OF THE NEW
 KU4725'YORK TELEPHONE UTILITY POLE NUMBER 35, 59.5 FEET (18.1 M) FROM THE
 KU4725'CENTER OF THE UTILITY POLE AND 23.9 FEET (7.3 M) FROM THE END OF THE
 KU4725'CHAIN LINK FENCE.
 KU4725
 KU4725                          STATION RECOVERY (1991)
 KU4725
 KU4725'RECOVERED 1991
 KU4725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4745 ***********************************************************************
 KU4745  DESIGNATION -  07E 09N AZ
 KU4745  PID         -  KU4745
 KU4745  STATE/COUNTY-  NY/NASSAU
 KU4745  USGS QUAD   -  LYNBROOK (1969)
 KU4745
 KU4745                         *CURRENT SURVEY CONTROL
 KU4745  ___________________________________________________________________
 KU4745* NAD 83(1996)-  40 41 07.18712(N)    073 38 34.44696(W)     ADJUSTED  
 KU4745* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 KU4745  ___________________________________________________________________
 KU4745  X           -   1,364,022.184 (meters)                     COMP
 KU4745  Y           -  -4,647,394.760 (meters)                     COMP
 KU4745  Z           -   4,135,977.216 (meters)                     COMP
 KU4745  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 KU4745  ELLIP HEIGHT-         -15.78  (meters)          (12/03/02) GPS OBS
 KU4745  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU4745
 KU4745  HORZ ORDER  -  FIRST
 KU4745  ELLP ORDER  -  FOURTH    CLASS II
 KU4745
 KU4745.The horizontal coordinates were established by GPS observations
 KU4745.and adjusted by the National Geodetic Survey in January 1999..
 KU4745
 KU4745.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4745
 KU4745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4745
 KU4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4745
 KU4745.The ellipsoidal height was determined by GPS observations
 KU4745.and is referenced to NAD 83.
 KU4745
 KU4745.The geoid height was determined by GEOID03.
 KU4745
 KU4745;                    North         East     Units Scale Factor Converg.
 KU4745;SPC NY L     -    57,656.817   330,186.831   MT  0.99999902   +0 14 00.9
 KU4745;SPC NY L     -   189,162.41  1,083,287.96   sFT  0.99999902   +0 14 00.9
 KU4745;UTM  18      - 4,504,712.081   614,676.734   MT  0.99976187   +0 53 05.3
 KU4745
 KU4745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4745!SPC NY L     -   1.00000248  x   0.99999902  =   1.00000150
 KU4745!UTM  18      -   1.00000248  x   0.99976187  =   0.99976434
 KU4745
 KU4745|---------------------------------------------------------------------|
 KU4745| PID    Reference Object                     Distance      Geod. Az  |
 KU4745|                                                           dddmmss.s |
 KU4745| KU4725 07E 09N                             390.274 METERS 27606     |
 KU4745|---------------------------------------------------------------------|
 KU4745
 KU4745                          SUPERSEDED SURVEY CONTROL
 KU4745
 KU4745  ELLIP H (09/01/99)  -15.77   (m)                       GP(       ) 4 1
 KU4745  NAD 83(1996)-  40 41 07.19036(N)    073 38 34.44579(W) AD(       ) 1
 KU4745  NAD 83(1992)-  40 41 07.19028(N)    073 38 34.44562(W) AD(       ) 1
 KU4745  NAD 83(1986)-  40 41 07.19047(N)    073 38 34.44657(W) AD(       ) 1
 KU4745  NGVD 29 (03/24/92)   16.2    (m)           53.     (f) GPS OBS        
 KU4745
 KU4745.Superseded values are not recommended for survey control.
 KU4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4745.See file dsdata.txt to determine how the superseded data were derived.
 KU4745
 KU4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1467704712(NAD 83)
 KU4745_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4745_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4745_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4745_STAMPING: 07E09NAZ
 KU4745_MARK LOGO: NYDPW 
 KU4745_PROJECTION: RECESSED 8 CENTIMETERS
 KU4745_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4745+STABILITY: POSITION/ELEVATION WELL
 KU4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4745+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4745_ROD/PIPE-DEPTH: 20.6 meters
 KU4745_SLEEVE-DEPTH  : 1.52 meters
 KU4745
 KU4745  HISTORY     - Date     Condition        Report By
 KU4745  HISTORY     - 1990     MONUMENTED       SBAS
 KU4745  HISTORY     - 19910128 GOOD
 KU4745
 KU4745                          STATION DESCRIPTION
 KU4745
 KU4745'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4745'THE POINT IS LOCATED IN LAKEVIEW, TOWN OF HEMPSTEAD,IN HEMPSTEAD LAKE
 KU4745'STATE PARK,106 FEET EAST OF THE CENTERLINE OF EAGLE AVENUE AND 662
 KU4745'FEET (201.8 M) SOUTH OF THE CENTERLINE OF PARK AVENUE,IN THE GRASS
 KU4745'AREA NEAR THE DIRT PATHS.
 KU4745'THE LOCATION TIES ARE 97.4 FEET (29.7 M) FROM THE NORTH EAST CORNER OF
 KU4745'THE BRIDGE ABUTMENT, 48.2 FEET (14.7 M) FROM THE NORTH EAST CORNER OF
 KU4745'THE ASPHALT WALK AND 96.8 FEET (29.5 M) FROM 11TH POST FROM THE NORTH
 KU4745'END OF THE 8 FOOT (2.4 M) CHAIN LINK FENCE WITH THE GUIDE RAIL.
 KU4745
 KU4745                          STATION RECOVERY (1991)
 KU4745
 KU4745'RECOVERED 1991
 KU4745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4726 ***********************************************************************
 KU4726  DESIGNATION -  07E 10N
 KU4726  PID         -  KU4726
 KU4726  STATE/COUNTY-  NY/NASSAU
 KU4726  USGS QUAD   -  LYNBROOK (1969)
 KU4726
 KU4726                         *CURRENT SURVEY CONTROL
 KU4726  ___________________________________________________________________
 KU4726* NAD 83(1996)-  40 42 03.59838(N)    073 38 56.45161(W)     ADJUSTED  
 KU4726* NAVD 88     -        18.1    (meters)      59.     (feet)  VERTCON   
 KU4726  ___________________________________________________________________
 KU4726  X           -   1,363,207.466 (meters)                     COMP
 KU4726  Y           -  -4,646,453.225 (meters)                     COMP
 KU4726  Z           -   4,137,298.051 (meters)                     COMP
 KU4726  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KU4726  ELLIP HEIGHT-         -13.52  (meters)          (12/03/02) GPS OBS
 KU4726  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4726
 KU4726  HORZ ORDER  -  FIRST
 KU4726  ELLP ORDER  -  FOURTH    CLASS II
 KU4726
 KU4726.The horizontal coordinates were established by GPS observations
 KU4726.and adjusted by the National Geodetic Survey in January 1999..
 KU4726
 KU4726.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4726
 KU4726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4726
 KU4726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4726
 KU4726.The ellipsoidal height was determined by GPS observations
 KU4726.and is referenced to NAD 83.
 KU4726
 KU4726.The geoid height was determined by GEOID03.
 KU4726
 KU4726;                    North         East     Units Scale Factor Converg.
 KU4726;SPC NY L     -    59,394.811   329,663.158   MT  0.99999827   +0 13 46.5
 KU4726;SPC NY L     -   194,864.48  1,081,569.88   sFT  0.99999827   +0 13 46.5
 KU4726;UTM  18      - 4,506,443.598   614,133.465   MT  0.99976034   +0 52 51.9
 KU4726
 KU4726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4726!SPC NY L     -   1.00000212  x   0.99999827  =   1.00000039
 KU4726!UTM  18      -   1.00000212  x   0.99976034  =   0.99976246
 KU4726
 KU4726|---------------------------------------------------------------------|
 KU4726| PID    Reference Object                     Distance      Geod. Az  |
 KU4726|                                                           dddmmss.s |
 KU4726| KU4746 07E 10N AZ                          216.787 METERS 33755     |
 KU4726|---------------------------------------------------------------------|
 KU4726
 KU4726                          SUPERSEDED SURVEY CONTROL
 KU4726
 KU4726  ELLIP H (09/01/99)  -13.52   (m)                       GP(       ) 4 1
 KU4726  NAD 83(1996)-  40 42 03.60161(N)    073 38 56.45043(W) AD(       ) 1
 KU4726  NAD 83(1992)-  40 42 03.60153(N)    073 38 56.45027(W) AD(       ) 1
 KU4726  NAD 83(1986)-  40 42 03.60179(N)    073 38 56.45120(W) AD(       ) 1
 KU4726  NGVD 29 (03/24/92)   18.4    (m)           60.     (f) GPS OBS        
 KU4726
 KU4726.Superseded values are not recommended for survey control.
 KU4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4726.See file dsdata.txt to determine how the superseded data were derived.
 KU4726
 KU4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1413306444(NAD 83)
 KU4726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4726_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4726_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4726_STAMPING: 07E10N
 KU4726_MARK LOGO: NYDPW 
 KU4726_PROJECTION: RECESSED 8 CENTIMETERS
 KU4726_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4726+STABILITY: POSITION/ELEVATION WELL
 KU4726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4726+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4726_ROD/PIPE-DEPTH: 20.6 meters
 KU4726_SLEEVE-DEPTH  : 1.52 meters
 KU4726
 KU4726  HISTORY     - Date     Condition        Report By
 KU4726  HISTORY     - 1989     MONUMENTED       SBAS
 KU4726  HISTORY     - 19910128 GOOD
 KU4726
 KU4726                          STATION DESCRIPTION
 KU4726
 KU4726'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4726'THE POINT IS LOCATED IN WEST HEMPSTEAD, TOWN OF HEMPSTEAD, 186 FEET
 KU4726'(56.7 M) NORTH OF THE CENTERLINE OF HEMPSTEAD AVENUE AND 23 FEET
 KU4726'(7.0 M) WEST OF THE CENTERLINE OF SYCAMORE STREET,IN THE CONCRETE
 KU4726'SIDEWALK.
 KU4726'THE LOCATION TIES ARE 35.1 FEET (10.7 M) FROM THE SEWER MANHOLE NUMBER
 KU4726'659, 46.0 FEET (14.0 M) FROM THE NEW YORK TELEPHONE UTILITY POLE
 KU4726'NUMBER 16 AND 110.1 FEET (33.6 M) FROM THE NEW YORK TELEPHONE UTILITY
 KU4726'POLE NUMBER 15.
 KU4726
 KU4726                          STATION RECOVERY (1991)
 KU4726
 KU4726'RECOVERED 1991
 KU4726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4746 ***********************************************************************
 KU4746  DESIGNATION -  07E 10N AZ
 KU4746  PID         -  KU4746
 KU4746  STATE/COUNTY-  NY/NASSAU
 KU4746  USGS QUAD   -  LYNBROOK (1969)
 KU4746
 KU4746                         *CURRENT SURVEY CONTROL
 KU4746  ___________________________________________________________________
 KU4746* NAD 83(1996)-  40 42 10.11097(N)    073 38 59.92241(W)     ADJUSTED  
 KU4746* NAVD 88     -        19.5    (meters)      64.     (feet)  VERTCON   
 KU4746  ___________________________________________________________________
 KU4746  X           -   1,363,092.698 (meters)                     COMP
 KU4746  Y           -  -4,646,351.466 (meters)                     COMP
 KU4746  Z           -   4,137,451.256 (meters)                     COMP
 KU4746  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KU4746  ELLIP HEIGHT-         -12.13  (meters)          (12/03/02) GPS OBS
 KU4746  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4746
 KU4746  HORZ ORDER  -  FIRST
 KU4746  ELLP ORDER  -  FOURTH    CLASS II
 KU4746
 KU4746.The horizontal coordinates were established by GPS observations
 KU4746.and adjusted by the National Geodetic Survey in January 1999..
 KU4746
 KU4746.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4746
 KU4746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4746
 KU4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4746
 KU4746.The ellipsoidal height was determined by GPS observations
 KU4746.and is referenced to NAD 83.
 KU4746
 KU4746.The geoid height was determined by GEOID03.
 KU4746
 KU4746;                    North         East     Units Scale Factor Converg.
 KU4746;SPC NY L     -    59,595.375   329,580.874   MT  0.99999819   +0 13 44.2
 KU4746;SPC NY L     -   195,522.49  1,081,299.92   sFT  0.99999819   +0 13 44.2
 KU4746;UTM  18      - 4,506,643.166   614,048.927   MT  0.99976010   +0 52 49.8
 KU4746
 KU4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4746!SPC NY L     -   1.00000190  x   0.99999819  =   1.00000009
 KU4746!UTM  18      -   1.00000190  x   0.99976010  =   0.99976200
 KU4746
 KU4746|---------------------------------------------------------------------|
 KU4746| PID    Reference Object                     Distance      Geod. Az  |
 KU4746|                                                           dddmmss.s |
 KU4746| KU4726 07E 10N                             216.787 METERS 15755     |
 KU4746|---------------------------------------------------------------------|
 KU4746
 KU4746                          SUPERSEDED SURVEY CONTROL
 KU4746
 KU4746  ELLIP H (09/01/99)  -12.13   (m)                       GP(       ) 4 1
 KU4746  NAD 83(1996)-  40 42 10.11421(N)    073 38 59.92122(W) AD(       ) 1
 KU4746  NAD 83(1992)-  40 42 10.11413(N)    073 38 59.92105(W) AD(       ) 1
 KU4746  NAD 83(1986)-  40 42 10.11437(N)    073 38 59.92202(W) AD(       ) 1
 KU4746  NGVD 29 (03/24/92)   19.8    (m)           65.     (f) GPS OBS        
 KU4746
 KU4746.Superseded values are not recommended for survey control.
 KU4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4746.See file dsdata.txt to determine how the superseded data were derived.
 KU4746
 KU4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1404906643(NAD 83)
 KU4746_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4746_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4746_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4746_STAMPING: 07E10NAZ
 KU4746_MARK LOGO: NYDPW 
 KU4746_PROJECTION: RECESSED 8 CENTIMETERS
 KU4746_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4746+STABILITY: POSITION/ELEVATION WELL
 KU4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4746+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 KU4746_ROD/PIPE-DEPTH: 20.6 meters
 KU4746_SLEEVE-DEPTH  : 1.52 meters
 KU4746
 KU4746  HISTORY     - Date     Condition        Report By
 KU4746  HISTORY     - 1989     MONUMENTED       SBAS
 KU4746  HISTORY     - 19910319 GOOD
 KU4746
 KU4746                          STATION DESCRIPTION
 KU4746
 KU4746'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4746'THE POINT IS LOCATED IN WEST HEMPSTEAD, TOWN OF HEMPSTEAD, 32 FEET
 KU4746'(9.8 M) SOUTH OF THE CENTERLINE OF FAIRLAWN AVENUE AND 23 FEET
 KU4746'(7.0 M) WEST OF THE CENTERLINE OF SYCAMORE STREET,IN THE CONCRETE
 KU4746'SIDEWALK.
 KU4746'THE LOCATION TIES ARE 28.2 FEET (8.6 M) FROM THE MANHOLE CASTING OF
 KU4746'THE CATCH BASIN ON THE SOUTH SIDE OF FAIRLAWN AVENUE, 44.5 FEET
 KU4746'(13.6 M) FROM THE SOUTH EAST CORNER OF THE CATCH BASIN ON THE NORTH
 KU4746'SIDE OF FAIRLAWN AVENUE AND 50.6 FEET (15.4 M) FROM THE CENTER OF THE
 KU4746'DRAIN MANHOLE.
 KU4746
 KU4746                          STATION RECOVERY (1991)
 KU4746
 KU4746'RECOVERED 1991
 KU4746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4727 ***********************************************************************
 KU4727  DESIGNATION -  07E 11N
 KU4727  PID         -  KU4727
 KU4727  STATE/COUNTY-  NY/NASSAU
 KU4727  USGS QUAD   -  LYNBROOK (1969)
 KU4727
 KU4727                         *CURRENT SURVEY CONTROL
 KU4727  ___________________________________________________________________
 KU4727* NAD 83(1996)-  40 42 45.93297(N)    073 38 57.47126(W)     ADJUSTED  
 KU4727* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 KU4727  ___________________________________________________________________
 KU4727  X           -   1,362,945.486 (meters)                     COMP
 KU4727  Y           -  -4,645,645.287 (meters)                     COMP
 KU4727  Z           -   4,138,290.278 (meters)                     COMP
 KU4727  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KU4727  ELLIP HEIGHT-         -10.00  (meters)          (12/03/02) GPS OBS
 KU4727  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KU4727
 KU4727  HORZ ORDER  -  FIRST
 KU4727  ELLP ORDER  -  FOURTH    CLASS II
 KU4727
 KU4727.The horizontal coordinates were established by GPS observations
 KU4727.and adjusted by the National Geodetic Survey in January 1999..
 KU4727
 KU4727.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4727
 KU4727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4727
 KU4727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4727
 KU4727.The ellipsoidal height was determined by GPS observations
 KU4727.and is referenced to NAD 83.
 KU4727
 KU4727.The geoid height was determined by GEOID03.
 KU4727
 KU4727;                    North         East     Units Scale Factor Converg.
 KU4727;SPC NY L     -    60,700.586   329,633.992   MT  0.99999776   +0 13 45.8
 KU4727;SPC NY L     -   199,148.51  1,081,474.19   sFT  0.99999776   +0 13 45.8
 KU4727;UTM  18      - 4,507,748.647   614,089.462   MT  0.99976021   +0 52 52.0
 KU4727
 KU4727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4727!SPC NY L     -   1.00000157  x   0.99999776  =   0.99999933
 KU4727!UTM  18      -   1.00000157  x   0.99976021  =   0.99976178
 KU4727
 KU4727|---------------------------------------------------------------------|
 KU4727| PID    Reference Object                     Distance      Geod. Az  |
 KU4727|                                                           dddmmss.s |
 KU4727| KU4747 07E 11N AZ                          285.182 METERS 08224     |
 KU4727|---------------------------------------------------------------------|
 KU4727
 KU4727                          SUPERSEDED SURVEY CONTROL
 KU4727
 KU4727  ELLIP H (09/01/99)  -10.00   (m)                       GP(       ) 4 1
 KU4727  NAD 83(1996)-  40 42 45.93620(N)    073 38 57.47006(W) AD(       ) 1
 KU4727  NAD 83(1992)-  40 42 45.93610(N)    073 38 57.46991(W) AD(       ) 1
 KU4727  NAD 83(1986)-  40 42 45.93641(N)    073 38 57.47093(W) AD(       ) 1
 KU4727  NGVD 29 (03/24/92)   21.9    (m)           72.     (f) GPS OBS        
 KU4727
 KU4727.Superseded values are not recommended for survey control.
 KU4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4727.See file dsdata.txt to determine how the superseded data were derived.
 KU4727
 KU4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1408907749(NAD 83)
 KU4727_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4727_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4727_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4727_STAMPING: 07E11N
 KU4727_MARK LOGO: NYDPW 
 KU4727_PROJECTION: RECESSED 8 CENTIMETERS
 KU4727_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4727+STABILITY: POSITION/ELEVATION WELL
 KU4727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4727+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4727_ROD/PIPE-DEPTH: 20.6 meters
 KU4727_SLEEVE-DEPTH  : 1.52 meters
 KU4727
 KU4727  HISTORY     - Date     Condition        Report By
 KU4727  HISTORY     - 1989     MONUMENTED       SBAS
 KU4727  HISTORY     - 19910128 GOOD
 KU4727  HISTORY     - 20060731 MARK NOT FOUND   GEOCAC
 KU4727
 KU4727                          STATION DESCRIPTION
 KU4727
 KU4727'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4727'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 25 FEET
 KU4727'(7.6 M) SOUTH OF THE CENTERLINE OF FIRST AVENUE AND 750 FEET
 KU4727'(228.6 M) WEST OF THE CENTERLINE OF MAYFAIR AVENUE,IN THE GRASS AREA
 KU4727'ADJACENT TO THE CURB.
 KU4727'THE LOCATION TIES ARE 123.7 FEET (37.7 M) FROM THE HYDRANT, 79.9 FEET
 KU4727'(24.4 M) FROM THE LIGHT POLE AND 44.3 FEET (13.5 M) FROM THE SEWER
 KU4727'MANHOLE.
 KU4727
 KU4727                          STATION RECOVERY (1991)
 KU4727
 KU4727'RECOVERED 1991
 KU4727'RECOVERED IN GOOD CONDITION.
 KU4727
 KU4727                          STATION RECOVERY (2006)
 KU4727
 KU4727'RECOVERY NOTE BY GEOCACHING 2006
 KU4727'LOOKED FOR A BIT BUT NO LUCK. YOU MAY NEED A METAL DETECTOR TO FIND
 KU4727'THIS ONE. THE GRASSY AREA IT WAS SUPPOSED TO BE IN IS A WELL MANICURED
 KU4727'AREA SO IT COULD COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4747 ***********************************************************************
 KU4747  DESIGNATION -  07E 11N AZ
 KU4747  PID         -  KU4747
 KU4747  STATE/COUNTY-  NY/NASSAU
 KU4747  USGS QUAD   -  LYNBROOK (1969)
 KU4747
 KU4747                         *CURRENT SURVEY CONTROL
 KU4747  ___________________________________________________________________
 KU4747* NAD 83(1996)-  40 42 47.15667(N)    073 38 45.42827(W)     ADJUSTED  
 KU4747* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 KU4747  ___________________________________________________________________
 KU4747  X           -   1,363,210.048 (meters)                     COMP
 KU4747  Y           -  -4,645,542.950 (meters)                     COMP
 KU4747  Z           -   4,138,319.673 (meters)                     COMP
 KU4747  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KU4747  ELLIP HEIGHT-          -8.80  (meters)          (12/03/02) GPS OBS
 KU4747  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KU4747
 KU4747  HORZ ORDER  -  FIRST
 KU4747  ELLP ORDER  -  FOURTH    CLASS II
 KU4747
 KU4747.The horizontal coordinates were established by GPS observations
 KU4747.and adjusted by the National Geodetic Survey in January 1999..
 KU4747
 KU4747.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4747
 KU4747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4747
 KU4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4747
 KU4747.The ellipsoidal height was determined by GPS observations
 KU4747.and is referenced to NAD 83.
 KU4747
 KU4747.The geoid height was determined by GEOID03.
 KU4747
 KU4747;                    North         East     Units Scale Factor Converg.
 KU4747;SPC NY L     -    60,739.470   329,916.510   MT  0.99999775   +0 13 53.7
 KU4747;SPC NY L     -   199,276.08  1,082,401.08   sFT  0.99999775   +0 13 53.7
 KU4747;UTM  18      - 4,507,790.732   614,371.453   MT  0.99976101   +0 52 59.9
 KU4747
 KU4747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4747!SPC NY L     -   1.00000138  x   0.99999775  =   0.99999913
 KU4747!UTM  18      -   1.00000138  x   0.99976101  =   0.99976239
 KU4747
 KU4747|---------------------------------------------------------------------|
 KU4747| PID    Reference Object                     Distance      Geod. Az  |
 KU4747|                                                           dddmmss.s |
 KU4747| KU4727 07E 11N                             285.182 METERS 26224     |
 KU4747|---------------------------------------------------------------------|
 KU4747
 KU4747                          SUPERSEDED SURVEY CONTROL
 KU4747
 KU4747  ELLIP H (09/01/99)   -8.80   (m)                       GP(       ) 4 1
 KU4747  NAD 83(1996)-  40 42 47.15988(N)    073 38 45.42709(W) AD(       ) 1
 KU4747  NAD 83(1992)-  40 42 47.15979(N)    073 38 45.42693(W) AD(       ) 1
 KU4747  NAD 83(1986)-  40 42 47.16010(N)    073 38 45.42799(W) AD(       ) 1
 KU4747  NGVD 29 (03/24/92)   23.1    (m)           76.     (f) GPS OBS        
 KU4747
 KU4747.Superseded values are not recommended for survey control.
 KU4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4747.See file dsdata.txt to determine how the superseded data were derived.
 KU4747
 KU4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1437107791(NAD 83)
 KU4747_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4747_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4747_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4747_STAMPING: 07E11NAZ
 KU4747_MARK LOGO: NYDPW 
 KU4747_PROJECTION: RECESSED 8 CENTIMETERS
 KU4747_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4747+STABILITY: POSITION/ELEVATION WELL
 KU4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4747+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4747_ROD/PIPE-DEPTH: 20.6 meters
 KU4747_SLEEVE-DEPTH  : 1.52 meters
 KU4747
 KU4747  HISTORY     - Date     Condition        Report By
 KU4747  HISTORY     - 1989     MONUMENTED       SBAS
 KU4747  HISTORY     - 19910130 GOOD
 KU4747
 KU4747                          STATION DESCRIPTION
 KU4747
 KU4747'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4747'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 25 FEET
 KU4747'(7.6 M) SOUTH OF THE CENTERLINE OF FIRST AVENUE AND 52 FEET (15.8 M)
 KU4747'EAST OF THE CENTERLINE OF MAYFAIR AVENUE,IN THE GRASS AREA ADJACENT TO
 KU4747'THE CURB.
 KU4747'THE LOCATION TIES ARE 72.5 FEET (22.1 M) FROM THE HYDRANT, 16.3 FEET
 KU4747'(5.0 M) FROM THE LIGHT POLE, 53.4 FEET (16.3 M) FROM THE SEWER
 KU4747'MANHOLE AND 3.5 FEET (1.1 M) FROM THE EDGE OF THE PAVEMENT.
 KU4747
 KU4747                          STATION RECOVERY (1991)
 KU4747
 KU4747'RECOVERED 1991
 KU4747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4728 ***********************************************************************
 KU4728  DESIGNATION -  07E 12N
 KU4728  PID         -  KU4728
 KU4728  STATE/COUNTY-  NY/NASSAU
 KU4728  USGS QUAD   -  LYNBROOK (1969)
 KU4728
 KU4728                         *CURRENT SURVEY CONTROL
 KU4728  ___________________________________________________________________
 KU4728* NAD 83(1996)-  40 43 43.99146(N)    073 39 11.77817(W)     ADJUSTED  
 KU4728* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 KU4728  ___________________________________________________________________
 KU4728  X           -   1,362,295.750 (meters)                     COMP
 KU4728  Y           -  -4,644,623.225 (meters)                     COMP
 KU4728  Z           -   4,139,651.674 (meters)                     COMP
 KU4728  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KU4728  ELLIP HEIGHT-          -3.77  (meters)          (12/03/02) GPS OBS
 KU4728  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4728
 KU4728  HORZ ORDER  -  FIRST
 KU4728  ELLP ORDER  -  FOURTH    CLASS II
 KU4728
 KU4728.The horizontal coordinates were established by GPS observations
 KU4728.and adjusted by the National Geodetic Survey in January 1999..
 KU4728
 KU4728.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4728
 KU4728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4728
 KU4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4728
 KU4728.The ellipsoidal height was determined by GPS observations
 KU4728.and is referenced to NAD 83.
 KU4728
 KU4728.The geoid height was determined by GEOID03.
 KU4728
 KU4728;                    North         East     Units Scale Factor Converg.
 KU4728;SPC NY L     -    62,490.150   329,291.094   MT  0.99999713   +0 13 36.4
 KU4728;SPC NY L     -   205,019.77  1,080,349.20   sFT  0.99999713   +0 13 36.4
 KU4728;UTM  18      - 4,509,533.769   613,726.313   MT  0.99975919   +0 52 43.7
 KU4728
 KU4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4728!SPC NY L     -   1.00000059  x   0.99999713  =   0.99999772
 KU4728!UTM  18      -   1.00000059  x   0.99975919  =   0.99975978
 KU4728
 KU4728|---------------------------------------------------------------------|
 KU4728| PID    Reference Object                     Distance      Geod. Az  |
 KU4728|                                                           dddmmss.s |
 KU4728| KU4748 07E 12N AZ                          324.970 METERS 18004     |
 KU4728|---------------------------------------------------------------------|
 KU4728
 KU4728                          SUPERSEDED SURVEY CONTROL
 KU4728
 KU4728  ELLIP H (09/01/99)   -3.77   (m)                       GP(       ) 4 1
 KU4728  NAD 83(1996)-  40 43 43.99467(N)    073 39 11.77700(W) AD(       ) 1
 KU4728  NAD 83(1992)-  40 43 43.99458(N)    073 39 11.77682(W) AD(       ) 1
 KU4728  NAD 83(1986)-  40 43 43.99492(N)    073 39 11.77796(W) AD(       ) 1
 KU4728  NGVD 29 (03/24/92)   28.1    (m)           92.     (f) GPS OBS        
 KU4728
 KU4728.Superseded values are not recommended for survey control.
 KU4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4728.See file dsdata.txt to determine how the superseded data were derived.
 KU4728
 KU4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1372609534(NAD 83)
 KU4728_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4728_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4728_STAMPING: 07E12N
 KU4728_MARK LOGO: NYDPW 
 KU4728_PROJECTION: RECESSED 8 CENTIMETERS
 KU4728_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4728+STABILITY: POSITION/ELEVATION WELL
 KU4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4728+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1990
 KU4728_ROD/PIPE-DEPTH: 20.6 meters
 KU4728_SLEEVE-DEPTH  : 1.52 meters
 KU4728
 KU4728  HISTORY     - Date     Condition        Report By
 KU4728  HISTORY     - 1989     MONUMENTED       SBAS
 KU4728  HISTORY     - 19901210 GOOD
 KU4728
 KU4728                          STATION DESCRIPTION
 KU4728
 KU4728'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4728'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 77 FEET
 KU4728'(23.5 M) SOUTH OF THE CENTERLINE OF SAINT PAULS PLACE AND 24 FEET
 KU4728'(7.3 M) EAST OF THE CENTERLINE OF HAMPTON ROAD,IN THE CONCRETE
 KU4728'SIDEWALK.
 KU4728'THE LOCATION TIES ARE 66.0 FEET (20.1 M) FROM THE NORTHERLY SEWER
 KU4728'MANHOLE, 65.5 FEET (20.0 M) FROM THE SOUTH EAST CORNER OF THE CATCH
 KU4728'BASIN AND 38.5 FEET (11.7 M) FROM THE DRAIN MANHOLE IN THE SIDEWALK.
 KU4728
 KU4728                          STATION RECOVERY (1990)
 KU4728
 KU4728'RECOVERED 1990
 KU4728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4748 ***********************************************************************
 KU4748  DESIGNATION -  07E 12N AZ
 KU4748  PID         -  KU4748
 KU4748  STATE/COUNTY-  NY/NASSAU
 KU4748  USGS QUAD   -  LYNBROOK (1969)
 KU4748
 KU4748                         *CURRENT SURVEY CONTROL
 KU4748  ___________________________________________________________________
 KU4748* NAD 83(1996)-  40 43 33.45651(N)    073 39 11.79281(W)     ADJUSTED  
 KU4748* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 KU4748  ___________________________________________________________________
 KU4748  X           -   1,362,354.864 (meters)                     COMP
 KU4748  Y           -  -4,644,825.988 (meters)                     COMP
 KU4748  Z           -   4,139,404.693 (meters)                     COMP
 KU4748  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 KU4748  ELLIP HEIGHT-          -4.86  (meters)          (12/03/02) GPS OBS
 KU4748  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU4748
 KU4748  HORZ ORDER  -  FIRST
 KU4748  ELLP ORDER  -  FOURTH    CLASS II
 KU4748
 KU4748.The horizontal coordinates were established by GPS observations
 KU4748.and adjusted by the National Geodetic Survey in January 1999..
 KU4748
 KU4748.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4748
 KU4748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4748
 KU4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4748
 KU4748.The ellipsoidal height was determined by GPS observations
 KU4748.and is referenced to NAD 83.
 KU4748
 KU4748.The geoid height was determined by GEOID03.
 KU4748
 KU4748;                    North         East     Units Scale Factor Converg.
 KU4748;SPC NY L     -    62,165.182   329,292.037   MT  0.99999724   +0 13 36.4
 KU4748;SPC NY L     -   203,953.60  1,080,352.29   sFT  0.99999724   +0 13 36.4
 KU4748;UTM  18      - 4,509,208.910   613,730.952   MT  0.99975921   +0 52 43.5
 KU4748
 KU4748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4748!SPC NY L     -   1.00000076  x   0.99999724  =   0.99999800
 KU4748!UTM  18      -   1.00000076  x   0.99975921  =   0.99975997
 KU4748
 KU4748|---------------------------------------------------------------------|
 KU4748| PID    Reference Object                     Distance      Geod. Az  |
 KU4748|                                                           dddmmss.s |
 KU4748| KU4728 07E 12N                             324.970 METERS 00004     |
 KU4748|---------------------------------------------------------------------|
 KU4748
 KU4748                          SUPERSEDED SURVEY CONTROL
 KU4748
 KU4748  ELLIP H (09/01/99)   -4.86   (m)                       GP(       ) 4 1
 KU4748  NAD 83(1996)-  40 43 33.45972(N)    073 39 11.79164(W) AD(       ) 1
 KU4748  NAD 83(1992)-  40 43 33.45963(N)    073 39 11.79147(W) AD(       ) 1
 KU4748  NAD 83(1986)-  40 43 33.45998(N)    073 39 11.79252(W) AD(       ) 1
 KU4748  NGVD 29 (03/24/92)   27.0    (m)           89.     (f) GPS OBS        
 KU4748
 KU4748.Superseded values are not recommended for survey control.
 KU4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4748.See file dsdata.txt to determine how the superseded data were derived.
 KU4748
 KU4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1373109209(NAD 83)
 KU4748_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4748_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4748_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4748_STAMPING: 07E12NAZ
 KU4748_MARK LOGO: NYDPW 
 KU4748_PROJECTION: RECESSED 8 CENTIMETERS
 KU4748_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4748+STABILITY: POSITION/ELEVATION WELL
 KU4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4748+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4748_ROD/PIPE-DEPTH: 20.6 meters
 KU4748_SLEEVE-DEPTH  : 1.52 meters
 KU4748
 KU4748  HISTORY     - Date     Condition        Report By
 KU4748  HISTORY     - 1989     MONUMENTED       SBAS
 KU4748  HISTORY     - 19910130 GOOD
 KU4748
 KU4748                          STATION DESCRIPTION
 KU4748
 KU4748'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4748'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 24 FEET
 KU4748'(7.3 M) EAST OF THE CENTERLINE OF HAMPTON ROAD AND 445 FEET
 KU4748'(135.6 M) NORTH OF THE CENTERLINE OF STEWART AVENUE,IN THE CONCRETE
 KU4748'SIDEWALK.
 KU4748'THE LOCATION TIES ARE 154.4 FEET (47.1 M) FROM THE NORTHERLY SEWER
 KU4748'MANHOLE, 150.8 FEET (46.0 M) FROM THE SOUTHERLY SEWER MANHOLE AND
 KU4748'24.9 FEET (7.6 M) FROM THE SOUTH WEST CORNER OF THE BRICK PILLAR.
 KU4748
 KU4748                          STATION RECOVERY (1991)
 KU4748
 KU4748'RECOVERED 1991
 KU4748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4729 ***********************************************************************
 KU4729  DESIGNATION -  07E 13N
 KU4729  PID         -  KU4729
 KU4729  STATE/COUNTY-  NY/NASSAU
 KU4729  USGS QUAD   -  LYNBROOK (1969)
 KU4729
 KU4729                         *CURRENT SURVEY CONTROL
 KU4729  ___________________________________________________________________
 KU4729* NAD 83(1996)-  40 44 43.14551(N)    073 39 10.73953(W)     ADJUSTED  
 KU4729* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 KU4729  ___________________________________________________________________
 KU4729  X           -   1,361,984.614 (meters)                     COMP
 KU4729  Y           -  -4,643,475.856 (meters)                     COMP
 KU4729  Z           -   4,141,036.210 (meters)                     COMP
 KU4729  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 KU4729  ELLIP HEIGHT-          -0.82  (meters)          (12/03/02) GPS OBS
 KU4729  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU4729
 KU4729  HORZ ORDER  -  FIRST
 KU4729  ELLP ORDER  -  FOURTH    CLASS II
 KU4729
 KU4729.The horizontal coordinates were established by GPS observations
 KU4729.and adjusted by the National Geodetic Survey in January 1999..
 KU4729
 KU4729.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4729
 KU4729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4729
 KU4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4729
 KU4729.The ellipsoidal height was determined by GPS observations
 KU4729.and is referenced to NAD 83.
 KU4729
 KU4729.The geoid height was determined by GEOID03.
 KU4729
 KU4729;                    North         East     Units Scale Factor Converg.
 KU4729;SPC NY L     -    64,314.945   329,308.238   MT  0.99999656   +0 13 37.1
 KU4729;SPC NY L     -   211,006.62  1,080,405.44   sFT  0.99999656   +0 13 37.1
 KU4729;UTM  18      - 4,511,358.208   613,722.687   MT  0.99975918   +0 52 45.4
 KU4729
 KU4729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4729!SPC NY L     -   1.00000013  x   0.99999656  =   0.99999669
 KU4729!UTM  18      -   1.00000013  x   0.99975918  =   0.99975931
 KU4729
 KU4729|---------------------------------------------------------------------|
 KU4729| PID    Reference Object                     Distance      Geod. Az  |
 KU4729|                                                           dddmmss.s |
 KU4729| KU4749 07E 13N AZ                          368.800 METERS 06626     |
 KU4729|---------------------------------------------------------------------|
 KU4729
 KU4729                          SUPERSEDED SURVEY CONTROL
 KU4729
 KU4729  ELLIP H (09/01/99)   -0.82   (m)                       GP(       ) 4 1
 KU4729  NAD 83(1996)-  40 44 43.14870(N)    073 39 10.73838(W) AD(       ) 1
 KU4729  NAD 83(1992)-  40 44 43.14861(N)    073 39 10.73820(W) AD(       ) 1
 KU4729  NAD 83(1986)-  40 44 43.14920(N)    073 39 10.73946(W) AD(       ) 1
 KU4729  NGVD 29 (03/24/92)   30.9    (m)          101.     (f) GPS OBS        
 KU4729
 KU4729.Superseded values are not recommended for survey control.
 KU4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4729.See file dsdata.txt to determine how the superseded data were derived.
 KU4729
 KU4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1372311358(NAD 83)
 KU4729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4729_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4729_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4729_STAMPING: 07E13N
 KU4729_MARK LOGO: NYDPW 
 KU4729_PROJECTION: RECESSED 8 CENTIMETERS
 KU4729_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4729+STABILITY: POSITION/ELEVATION WELL
 KU4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4729+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 KU4729_ROD/PIPE-DEPTH: 20.6 meters
 KU4729_SLEEVE-DEPTH  : 1.52 meters
 KU4729
 KU4729  HISTORY     - Date     Condition        Report By
 KU4729  HISTORY     - 1989     MONUMENTED       SBAS
 KU4729  HISTORY     - 19910130 GOOD
 KU4729
 KU4729                          STATION DESCRIPTION
 KU4729
 KU4729'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4729'THE POINT IS LOCATED IN MINEOLA, TOWN OF NORTH HEMPSTEAD, 99 FEET
 KU4729'(30.2 M) EAST OF THE CENTERLINE OF LATHAM ROAD AND 26 FEET (7.9 M)
 KU4729'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF JERICHO TURNPIKE,IN
 KU4729'THE CONCRETE SIDEWALK.
 KU4729'THE LOCATION TIES ARE 66.8 FEET (20.4 M) FROM THE HYDRANT, 35.8 FEET
 KU4729'(10.9 M) FROM THE SOUTH WEST CORNER OF THE TOBACCO JUNCTION
 KU4729'BUILDING AND 25.2 FEET (7.7 M) FROM THE UTILITY POLE.
 KU4729
 KU4729                          STATION RECOVERY (1991)
 KU4729
 KU4729'RECOVERED 1991
 KU4729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4749 ***********************************************************************
 KU4749  DESIGNATION -  07E 13N AZ
 KU4749  PID         -  KU4749
 KU4749  STATE/COUNTY-  NY/NASSAU
 KU4749  USGS QUAD   -  LYNBROOK (1969)
 KU4749
 KU4749                         *CURRENT SURVEY CONTROL
 KU4749  ___________________________________________________________________
 KU4749* NAD 83(1996)-  40 44 47.92428(N)    073 38 56.32978(W)     ADJUSTED  
 KU4749* NAVD 88     -        31.3    (meters)     103.     (feet)  VERTCON   
 KU4749  ___________________________________________________________________
 KU4749  X           -   1,362,282.058 (meters)                     COMP
 KU4749  Y           -  -4,643,288.844 (meters)                     COMP
 KU4749  Z           -   4,141,148.314 (meters)                     COMP
 KU4749  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 KU4749  ELLIP HEIGHT-          -0.17  (meters)          (12/03/02) GPS OBS
 KU4749  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU4749
 KU4749  HORZ ORDER  -  FIRST
 KU4749  ELLP ORDER  -  FOURTH    CLASS II
 KU4749
 KU4749.The horizontal coordinates were established by GPS observations
 KU4749.and adjusted by the National Geodetic Survey in January 1999..
 KU4749
 KU4749.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4749
 KU4749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4749
 KU4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4749
 KU4749.The ellipsoidal height was determined by GPS observations
 KU4749.and is referenced to NAD 83.
 KU4749
 KU4749.The geoid height was determined by GEOID03.
 KU4749
 KU4749;                    North         East     Units Scale Factor Converg.
 KU4749;SPC NY L     -    64,463.701   329,645.705   MT  0.99999652   +0 13 46.5
 KU4749;SPC NY L     -   211,494.66  1,081,512.62   sFT  0.99999652   +0 13 46.5
 KU4749;UTM  18      - 4,511,510.760   614,058.359   MT  0.99976012   +0 52 54.9
 KU4749
 KU4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4749!SPC NY L     -   1.00000003  x   0.99999652  =   0.99999655
 KU4749!UTM  18      -   1.00000003  x   0.99976012  =   0.99976015
 KU4749
 KU4749|---------------------------------------------------------------------|
 KU4749| PID    Reference Object                     Distance      Geod. Az  |
 KU4749|                                                           dddmmss.s |
 KU4749| KU4729 07E 13N                             368.800 METERS 24627     |
 KU4749|---------------------------------------------------------------------|
 KU4749
 KU4749                          SUPERSEDED SURVEY CONTROL
 KU4749
 KU4749  ELLIP H (09/01/99)   -0.17   (m)                       GP(       ) 4 1
 KU4749  NAD 83(1996)-  40 44 47.92739(N)    073 38 56.32863(W) AD(       ) 1
 KU4749  NAD 83(1992)-  40 44 47.92727(N)    073 38 56.32845(W) AD(       ) 1
 KU4749  NAD 83(1986)-  40 44 47.92770(N)    073 38 56.32963(W) AD(       ) 1
 KU4749  NGVD 29 (03/24/92)   31.6    (m)          104.     (f) GPS OBS        
 KU4749
 KU4749.Superseded values are not recommended for survey control.
 KU4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4749.See file dsdata.txt to determine how the superseded data were derived.
 KU4749
 KU4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1405811511(NAD 83)
 KU4749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4749_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4749_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4749_STAMPING: 07E13NAZ
 KU4749_MARK LOGO: NYDPW 
 KU4749_PROJECTION: RECESSED 8 CENTIMETERS
 KU4749_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4749+STABILITY: POSITION/ELEVATION WELL
 KU4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4749+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 KU4749_ROD/PIPE-DEPTH: 20.6 meters
 KU4749_SLEEVE-DEPTH  : 1.52 meters
 KU4749
 KU4749  HISTORY     - Date     Condition        Report By
 KU4749  HISTORY     - 1989     MONUMENTED       SBAS
 KU4749  HISTORY     - 19901220 GOOD
 KU4749  HISTORY     - 20050712 GOOD             GEOCAC
 KU4749
 KU4749                          STATION DESCRIPTION
 KU4749
 KU4749'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4749'THE POINT IS LOCATED IN MINEOLA, TOWN OF NORTH HEMPSTEAD, 165 FEET
 KU4749'(50.3 M) EAST OF THE CENTERLINE OF SAVILLE ROAD AND 25 FEET (7.6 M)
 KU4749'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF JERICHO TURNPIKE,IN
 KU4749'THE CONCRETE SIDEWALK.
 KU4749'THE LOCATION TIES ARE 64.2 FEET (19.6 M) FROM THE SOUTH EAST CORNER OF
 KU4749'THE HONDA BUILDING, 64.8 FEET (19.8 M) FROM THE LIGHT POLE AND 46.5
 KU4749'FEET (14.2 M) FROM THE CATCH BASIN.
 KU4749
 KU4749                          STATION RECOVERY (1990)
 KU4749
 KU4749'RECOVERED 1990
 KU4749'RECOVERED IN GOOD CONDITION.
 KU4749
 KU4749                          STATION RECOVERY (2005)
 KU4749
 KU4749'RECOVERY NOTE BY GEOCACHING 2005 (CAG)
 KU4749'ROD SEEMS TO BE LEANING IN OUTER CASING - NOT SURE IF THIS IS THE
 KU4749'ORIGINAL STATE OF THE ROD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4730 ***********************************************************************
 KU4730  DESIGNATION -  07E 14N
 KU4730  PID         -  KU4730
 KU4730  STATE/COUNTY-  NY/NASSAU
 KU4730  USGS QUAD   -  SEA CLIFF (1979)
 KU4730
 KU4730                         *CURRENT SURVEY CONTROL
 KU4730  ___________________________________________________________________
 KU4730* NAD 83(1996)-  40 45 26.26308(N)    073 39 03.64424(W)     ADJUSTED  
 KU4730* NAVD 88     -        36.7    (meters)     120.     (feet)  VERTCON   
 KU4730  ___________________________________________________________________
 KU4730  X           -   1,361,901.257 (meters)                     COMP
 KU4730  Y           -  -4,642,600.341 (meters)                     COMP
 KU4730  Z           -   4,142,047.788 (meters)                     COMP
 KU4730  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 KU4730  ELLIP HEIGHT-           5.31  (meters)          (12/03/02) GPS OBS
 KU4730  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4730
 KU4730  HORZ ORDER  -  FIRST
 KU4730  ELLP ORDER  -  FOURTH    CLASS II
 KU4730
 KU4730.The horizontal coordinates were established by GPS observations
 KU4730.and adjusted by the National Geodetic Survey in January 1999..
 KU4730
 KU4730.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4730
 KU4730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4730
 KU4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4730
 KU4730.The ellipsoidal height was determined by GPS observations
 KU4730.and is referenced to NAD 83.
 KU4730
 KU4730.The geoid height was determined by GEOID03.
 KU4730
 KU4730;                    North         East     Units Scale Factor Converg.
 KU4730;SPC NY L     -    65,645.638   329,469.398   MT  0.99999621   +0 13 41.8
 KU4730;SPC NY L     -   215,372.40  1,080,934.18   sFT  0.99999621   +0 13 41.8
 KU4730;UTM  18      - 4,512,690.333   613,868.649   MT  0.99975959   +0 52 50.8
 KU4730
 KU4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4730!SPC NY L     -   0.99999917  x   0.99999621  =   0.99999538
 KU4730!UTM  18      -   0.99999917  x   0.99975959  =   0.99975876
 KU4730
 KU4730|---------------------------------------------------------------------|
 KU4730| PID    Reference Object                     Distance      Geod. Az  |
 KU4730|                                                           dddmmss.s |
 KU4730| KU4750 07E 14N AZ                          209.323 METERS 26212     |
 KU4730|---------------------------------------------------------------------|
 KU4730
 KU4730                          SUPERSEDED SURVEY CONTROL
 KU4730
 KU4730  ELLIP H (09/01/99)    5.31   (m)                       GP(       ) 4 1
 KU4730  NAD 83(1996)-  40 45 26.26615(N)    073 39 03.64312(W) AD(       ) 1
 KU4730  NAD 83(1992)-  40 45 26.26602(N)    073 39 03.64291(W) AD(       ) 1
 KU4730  NAD 83(1986)-  40 45 26.26648(N)    073 39 03.64424(W) AD(       ) 1
 KU4730  NGVD 29 (03/24/92)   37.0    (m)          121.     (f) GPS OBS        
 KU4730
 KU4730.Superseded values are not recommended for survey control.
 KU4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4730.See file dsdata.txt to determine how the superseded data were derived.
 KU4730
 KU4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1386912690(NAD 83)
 KU4730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4730_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4730_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4730_STAMPING: 07E14N
 KU4730_MARK LOGO: NYDPW 
 KU4730_PROJECTION: RECESSED 8 CENTIMETERS
 KU4730_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4730+STABILITY: POSITION/ELEVATION WELL
 KU4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4730+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1990
 KU4730_ROD/PIPE-DEPTH: 20.6 meters
 KU4730_SLEEVE-DEPTH  : 1.52 meters
 KU4730
 KU4730  HISTORY     - Date     Condition        Report By
 KU4730  HISTORY     - 1989     MONUMENTED       SBAS
 KU4730  HISTORY     - 19901214 GOOD
 KU4730
 KU4730                          STATION DESCRIPTION
 KU4730
 KU4730'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4730'THE POINT IS LOCATED IN WILLISTOWN PARK, TOWN OF NORTH HEMPSTEAD, 22
 KU4730'FEET (6.7 M) EAST OF THE CENTERLINE OF CUSHING AVENUE AND 21 FEET
 KU4730'(6.4 M) SOUTH OF THE CENTERLINE OF LAFAYETTE STREET,IN THE CONCRETE
 KU4730'SIDEWALK.
 KU4730'THE LOCATION TIES ARE 6.0 FEET (1.8 M) FROM THE LIGHT POLE, 30.9 FEET
 KU4730'(9.4 M) FROM THE SEWER MANHOLE AND 45.5 FEET (13.9 M) FROM THE
 KU4730'UTILITY POLE.
 KU4730
 KU4730                          STATION RECOVERY (1990)
 KU4730
 KU4730'RECOVERED 1990
 KU4730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4750 ***********************************************************************
 KU4750  DESIGNATION -  07E 14N AZ
 KU4750  PID         -  KU4750
 KU4750  STATE/COUNTY-  NY/NASSAU
 KU4750  USGS QUAD   -  SEA CLIFF (1979)
 KU4750
 KU4750                         *CURRENT SURVEY CONTROL
 KU4750  ___________________________________________________________________
 KU4750* NAD 83(1996)-  40 45 25.34212(N)    073 39 12.48558(W)     ADJUSTED  
 KU4750* NAVD 88     -        35.4    (meters)     116.     (feet)  VERTCON   
 KU4750  ___________________________________________________________________
 KU4750  X           -   1,361,707.193 (meters)                     COMP
 KU4750  Y           -  -4,642,675.551 (meters)                     COMP
 KU4750  Z           -   4,142,025.407 (meters)                     COMP
 KU4750  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 KU4750  ELLIP HEIGHT-           3.99  (meters)          (12/03/02) GPS OBS
 KU4750  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4750
 KU4750  HORZ ORDER  -  FIRST
 KU4750  ELLP ORDER  -  FOURTH    CLASS II
 KU4750
 KU4750.The horizontal coordinates were established by GPS observations
 KU4750.and adjusted by the National Geodetic Survey in January 1999..
 KU4750
 KU4750.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4750
 KU4750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4750
 KU4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4750
 KU4750.The ellipsoidal height was determined by GPS observations
 KU4750.and is referenced to NAD 83.
 KU4750
 KU4750.The geoid height was determined by GEOID03.
 KU4750
 KU4750;                    North         East     Units Scale Factor Converg.
 KU4750;SPC NY L     -    65,616.406   329,262.126   MT  0.99999621   +0 13 36.0
 KU4750;SPC NY L     -   215,276.49  1,080,254.16   sFT  0.99999621   +0 13 36.0
 KU4750;UTM  18      - 4,512,658.750   613,661.773   MT  0.99975901   +0 52 45.1
 KU4750
 KU4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4750!SPC NY L     -   0.99999937  x   0.99999621  =   0.99999558
 KU4750!UTM  18      -   0.99999937  x   0.99975901  =   0.99975838
 KU4750
 KU4750|---------------------------------------------------------------------|
 KU4750| PID    Reference Object                     Distance      Geod. Az  |
 KU4750|                                                           dddmmss.s |
 KU4750| KU4730 07E 14N                             209.323 METERS 08212     |
 KU4750|---------------------------------------------------------------------|
 KU4750
 KU4750                          SUPERSEDED SURVEY CONTROL
 KU4750
 KU4750  ELLIP H (09/01/99)    4.00   (m)                       GP(       ) 4 1
 KU4750  NAD 83(1996)-  40 45 25.34520(N)    073 39 12.48445(W) AD(       ) 1
 KU4750  NAD 83(1992)-  40 45 25.34507(N)    073 39 12.48425(W) AD(       ) 1
 KU4750  NAD 83(1986)-  40 45 25.34546(N)    073 39 12.48556(W) AD(       ) 1
 KU4750  NGVD 29 (03/24/92)   35.7    (m)          117.     (f) GPS OBS        
 KU4750
 KU4750.Superseded values are not recommended for survey control.
 KU4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4750.See file dsdata.txt to determine how the superseded data were derived.
 KU4750
 KU4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1366212659(NAD 83)
 KU4750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4750_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4750_STAMPING: 07E14NAZ
 KU4750_MARK LOGO: NYDPW 
 KU4750_PROJECTION: RECESSED 8 CENTIMETERS
 KU4750_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4750+STABILITY: POSITION/ELEVATION WELL
 KU4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4750+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 KU4750_ROD/PIPE-DEPTH: 17.0 meters
 KU4750_SLEEVE-DEPTH  : 1.52 meters
 KU4750
 KU4750  HISTORY     - Date     Condition        Report By
 KU4750  HISTORY     - 1989     MONUMENTED       SBAS
 KU4750  HISTORY     - 19901220 GOOD
 KU4750
 KU4750                          STATION DESCRIPTION
 KU4750
 KU4750'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4750'THE POINT IS LOCATED IN WILLISTOWN PARK, TOWN OF NORTH HEMPSTEAD, 22
 KU4750'FEET (6.7 M) EAST OF THE CENTERLINE OF CONCORD AVENUE AND 21 FEET
 KU4750'(6.4 M) SOUTH OF THE CENTERLINE OF LAFAYETTE STREET,IN THE CONCRETE
 KU4750'SIDEWALK.
 KU4750'THE LOCATION TIES ARE 51.8 FEET (15.8 M) FROM THE HYDRANT, 44.4 FEET
 KU4750'(13.5 M) FROM THE UTILITY POLE AND 29.6 FEET (9.0 M) FROM THE
 KU4750'MANHOLE.
 KU4750
 KU4750                          STATION RECOVERY (1990)
 KU4750
 KU4750'RECOVERED 1990
 KU4750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4731 ***********************************************************************
 KU4731  DESIGNATION -  07E 15N
 KU4731  PID         -  KU4731
 KU4731  STATE/COUNTY-  NY/NASSAU
 KU4731  USGS QUAD   -  SEA CLIFF (1979)
 KU4731
 KU4731                         *CURRENT SURVEY CONTROL
 KU4731  ___________________________________________________________________
 KU4731* NAD 83(1996)-  40 46 20.03549(N)    073 38 55.18142(W)     ADJUSTED  
 KU4731* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 KU4731  ___________________________________________________________________
 KU4731  X           -   1,361,788.595 (meters)                     COMP
 KU4731  Y           -  -4,641,511.235 (meters)                     COMP
 KU4731  Z           -   4,143,309.525 (meters)                     COMP
 KU4731  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KU4731  ELLIP HEIGHT-          13.62  (meters)          (12/03/02) GPS OBS
 KU4731  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4731
 KU4731  HORZ ORDER  -  FIRST
 KU4731  ELLP ORDER  -  FOURTH    CLASS II
 KU4731
 KU4731.The horizontal coordinates were established by GPS observations
 KU4731.and adjusted by the National Geodetic Survey in January 1999..
 KU4731
 KU4731.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4731
 KU4731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4731
 KU4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4731
 KU4731.The ellipsoidal height was determined by GPS observations
 KU4731.and is referenced to NAD 83.
 KU4731
 KU4731.The geoid height was determined by GEOID03.
 KU4731
 KU4731;                    North         East     Units Scale Factor Converg.
 KU4731;SPC NY L     -    67,305.131   329,661.250   MT  0.99999582   +0 13 47.3
 KU4731;SPC NY L     -   220,816.92  1,081,563.62   sFT  0.99999582   +0 13 47.3
 KU4731;UTM  18      - 4,514,351.512   614,041.545   MT  0.99976008   +0 52 57.3
 KU4731
 KU4731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4731!SPC NY L     -   0.99999786  x   0.99999582  =   0.99999368
 KU4731!UTM  18      -   0.99999786  x   0.99976008  =   0.99975794
 KU4731
 KU4731|---------------------------------------------------------------------|
 KU4731| PID    Reference Object                     Distance      Geod. Az  |
 KU4731|                                                           dddmmss.s |
 KU4731| KU4751 07E 15N AZ                          272.279 METERS 07740     |
 KU4731|---------------------------------------------------------------------|
 KU4731
 KU4731                          SUPERSEDED SURVEY CONTROL
 KU4731
 KU4731  ELLIP H (09/01/99)   13.62   (m)                       GP(       ) 4 1
 KU4731  NAD 83(1996)-  40 46 20.03856(N)    073 38 55.18028(W) AD(       ) 1
 KU4731  NAD 83(1992)-  40 46 20.03843(N)    073 38 55.18007(W) AD(       ) 1
 KU4731  NAD 83(1986)-  40 46 20.03890(N)    073 38 55.18146(W) AD(       ) 1
 KU4731  NGVD 29 (03/24/92)   45.3    (m)          149.     (f) GPS OBS        
 KU4731
 KU4731.Superseded values are not recommended for survey control.
 KU4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4731.See file dsdata.txt to determine how the superseded data were derived.
 KU4731
 KU4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1404214352(NAD 83)
 KU4731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4731_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4731_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4731_STAMPING: 07E15N
 KU4731_MARK LOGO: NYDPW 
 KU4731_PROJECTION: RECESSED 8 CENTIMETERS
 KU4731_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4731+STABILITY: POSITION/ELEVATION WELL
 KU4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4731+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1990
 KU4731_ROD/PIPE-DEPTH: 20.6 meters
 KU4731_SLEEVE-DEPTH  : 1.52 meters
 KU4731
 KU4731  HISTORY     - Date     Condition        Report By
 KU4731  HISTORY     - 1989     MONUMENTED       SBAS
 KU4731  HISTORY     - 19901120 GOOD
 KU4731
 KU4731                          STATION DESCRIPTION
 KU4731
 KU4731'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4731'THE POINT IS LOCATED IN ALBERTSON, TOWN OF NORTH HEMPSTEAD, 77 FEET
 KU4731'(23.5 M) WEST OF THE CENTERLINE OF BERRY PLACE AND 17 FEET (5.2 M)
 KU4731'SOUTH OF THE CENTERLINE OF WILLOW PLACE,IN THE GRASS AREA ADJACENT TO
 KU4731'THE CURB.
 KU4731'THE LOCATION TIES ARE 79.0 FEET (24.1 M) FROM THE EASTERLY SEWER
 KU4731'MANHOLE NUMBER 233, 47.8 FEET (14.6 M) FROM THE WESTERLY SEWER
 KU4731'MANHOLE AND 53.7 FEET (16.4 M) FROM THE WATER VALVE.
 KU4731
 KU4731                          STATION RECOVERY (1990)
 KU4731
 KU4731'RECOVERED 1990
 KU4731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4751 ***********************************************************************
 KU4751  DESIGNATION -  07E 15N AZ
 KU4751  PID         -  KU4751
 KU4751  STATE/COUNTY-  NY/NASSAU
 KU4751  USGS QUAD   -  SEA CLIFF (1979)
 KU4751
 KU4751                         *CURRENT SURVEY CONTROL
 KU4751  ___________________________________________________________________
 KU4751* NAD 83(1996)-  40 46 21.92015(N)    073 38 43.83866(W)     ADJUSTED  
 KU4751* NAVD 88     -        43.9    (meters)     144.     (feet)  VERTCON   
 KU4751  ___________________________________________________________________
 KU4751  X           -   1,362,032.919 (meters)                     COMP
 KU4751  Y           -  -4,641,399.141 (meters)                     COMP
 KU4751  Z           -   4,143,352.860 (meters)                     COMP
 KU4751  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 KU4751  ELLIP HEIGHT-          12.56  (meters)          (12/03/02) GPS OBS
 KU4751  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4751
 KU4751  HORZ ORDER  -  FIRST
 KU4751  ELLP ORDER  -  FOURTH    CLASS II
 KU4751
 KU4751.The horizontal coordinates were established by GPS observations
 KU4751.and adjusted by the National Geodetic Survey in January 1999..
 KU4751
 KU4751.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4751
 KU4751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4751
 KU4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4751
 KU4751.The ellipsoidal height was determined by GPS observations
 KU4751.and is referenced to NAD 83.
 KU4751
 KU4751.The geoid height was determined by GEOID03.
 KU4751
 KU4751;                    North         East     Units Scale Factor Converg.
 KU4751;SPC NY L     -    67,364.338   329,927.012   MT  0.99999581   +0 13 54.7
 KU4751;SPC NY L     -   221,011.17  1,082,435.54   sFT  0.99999581   +0 13 54.7
 KU4751;UTM  18      - 4,514,413.728   614,306.553   MT  0.99976082   +0 53 04.8
 KU4751
 KU4751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4751!SPC NY L     -   0.99999803  x   0.99999581  =   0.99999384
 KU4751!UTM  18      -   0.99999803  x   0.99976082  =   0.99975885
 KU4751
 KU4751|---------------------------------------------------------------------|
 KU4751| PID    Reference Object                     Distance      Geod. Az  |
 KU4751|                                                           dddmmss.s |
 KU4751| KU4731 07E 15N                             272.279 METERS 25740     |
 KU4751|---------------------------------------------------------------------|
 KU4751
 KU4751                          SUPERSEDED SURVEY CONTROL
 KU4751
 KU4751  ELLIP H (09/01/99)   12.57   (m)                       GP(       ) 4 1
 KU4751  NAD 83(1996)-  40 46 21.92321(N)    073 38 43.83754(W) AD(       ) 1
 KU4751  NAD 83(1992)-  40 46 21.92308(N)    073 38 43.83733(W) AD(       ) 1
 KU4751  NAD 83(1986)-  40 46 21.92356(N)    073 38 43.83868(W) AD(       ) 1
 KU4751  NGVD 29 (03/24/92)   44.2    (m)          145.     (f) GPS OBS        
 KU4751
 KU4751.Superseded values are not recommended for survey control.
 KU4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4751.See file dsdata.txt to determine how the superseded data were derived.
 KU4751
 KU4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1430714414(NAD 83)
 KU4751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4751_STAMPING: 07E15NAZ
 KU4751_MARK LOGO: NYDPW 
 KU4751_PROJECTION: RECESSED 8 CENTIMETERS
 KU4751_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4751+STABILITY: POSITION/ELEVATION WELL
 KU4751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4751+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1990
 KU4751_ROD/PIPE-DEPTH: 20.6 meters
 KU4751_SLEEVE-DEPTH  : 1.52 meters
 KU4751
 KU4751  HISTORY     - Date     Condition        Report By
 KU4751  HISTORY     - 1989     MONUMENTED       SBAS
 KU4751  HISTORY     - 19901217 GOOD
 KU4751
 KU4751                          STATION DESCRIPTION
 KU4751
 KU4751'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4751'THE POINT IS LOCATED IN ALBERTSON, TOWN OF NORTH HEMPSTEAD, 25 FEET
 KU4751'(7.6 M) NORTH OF THE CENTERLINE OF WILLOW PLACE AND 26 FEET (7.9 M)
 KU4751'WEST OF THE CENTERLINE OF MEADOW DRIVE,IN THE CONCRETE SIDEWALK.
 KU4751'THE LOCATION TIES ARE 33.7 FEET (10.3 M) FROM THE CENTER OF THE SEWER
 KU4751'MANHOLE, 13.8 FEET (4.2 M) FROM THE NORTHERLY WATER VALVE AND 13.2
 KU4751'FEET (4.0 M) FROM THE WESTERLY WATER VALVE.
 KU4751
 KU4751                          STATION RECOVERY (1990)
 KU4751
 KU4751'RECOVERED 1990
 KU4751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4732 ***********************************************************************
 KU4732  DESIGNATION -  07E 16N
 KU4732  PID         -  KU4732
 KU4732  STATE/COUNTY-  NY/NASSAU
 KU4732  USGS QUAD   -  SEA CLIFF (1979)
 KU4732
 KU4732                         *CURRENT SURVEY CONTROL
 KU4732  ___________________________________________________________________
 KU4732* NAD 83(1996)-  40 47 11.23945(N)    073 38 59.35538(W)     ADJUSTED  
 KU4732* NAVD 88     -        51.0    (meters)     167.     (feet)  VERTCON   
 KU4732  ___________________________________________________________________
 KU4732  X           -   1,361,405.556 (meters)                     COMP
 KU4732  Y           -  -4,640,553.305 (meters)                     COMP
 KU4732  Z           -   4,144,509.561 (meters)                     COMP
 KU4732  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KU4732  ELLIP HEIGHT-          19.73  (meters)          (12/03/02) GPS OBS
 KU4732  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU4732
 KU4732  HORZ ORDER  -  FIRST
 KU4732  ELLP ORDER  -  FOURTH    CLASS II
 KU4732
 KU4732.The horizontal coordinates were established by GPS observations
 KU4732.and adjusted by the National Geodetic Survey in January 1999..
 KU4732
 KU4732.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4732
 KU4732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4732
 KU4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4732
 KU4732.The ellipsoidal height was determined by GPS observations
 KU4732.and is referenced to NAD 83.
 KU4732
 KU4732.The geoid height was determined by GEOID03.
 KU4732
 KU4732;                    North         East     Units Scale Factor Converg.
 KU4732;SPC NY L     -    68,884.215   329,557.053   MT  0.99999551   +0 13 44.6
 KU4732;SPC NY L     -   225,997.63  1,081,221.76   sFT  0.99999551   +0 13 44.6
 KU4732;UTM  18      - 4,515,928.933   613,919.389   MT  0.99975973   +0 52 55.5
 KU4732
 KU4732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4732!SPC NY L     -   0.99999691  x   0.99999551  =   0.99999242
 KU4732!UTM  18      -   0.99999691  x   0.99975973  =   0.99975664
 KU4732
 KU4732:                Primary Azimuth Mark                     Grid Az
 KU4732:SPC NY L     -  07E 16N AZ                               253 21 52.2
 KU4732:UTM  18      -  07E 16N AZ                               252 42 41.3
 KU4732
 KU4732|---------------------------------------------------------------------|
 KU4732| PID    Reference Object                     Distance      Geod. Az  |
 KU4732|                                                           dddmmss.s |
 KU4732| KU4752 07E 16N AZ                          449.656 METERS 2533536.8 |
 KU4732|---------------------------------------------------------------------|
 KU4732
 KU4732                          SUPERSEDED SURVEY CONTROL
 KU4732
 KU4732  ELLIP H (09/01/99)   19.73   (m)                       GP(       ) 4 1
 KU4732  NAD 83(1996)-  40 47 11.24249(N)    073 38 59.35427(W) AD(       ) 1
 KU4732  NAD 83(1992)-  40 47 11.24236(N)    073 38 59.35407(W) AD(       ) 1
 KU4732  NAD 83(1986)-  40 47 11.24279(N)    073 38 59.35554(W) AD(       ) 1
 KU4732  NGVD 29 (03/24/92)   51.4    (m)          169.     (f) GPS OBS        
 KU4732
 KU4732.Superseded values are not recommended for survey control.
 KU4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4732.See file dsdata.txt to determine how the superseded data were derived.
 KU4732
 KU4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1391915929(NAD 83)
 KU4732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4732_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4732_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4732_STAMPING: 07E16N
 KU4732_MARK LOGO: NYDPW 
 KU4732_PROJECTION: RECESSED 8 CENTIMETERS
 KU4732_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4732+STABILITY: POSITION/ELEVATION WELL
 KU4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4732+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 KU4732_ROD/PIPE-DEPTH: 4.85 meters
 KU4732_SLEEVE-DEPTH  : 1.52 meters
 KU4732
 KU4732  HISTORY     - Date     Condition        Report By
 KU4732  HISTORY     - 1989     MONUMENTED       SBAS
 KU4732  HISTORY     - 19910108 GOOD
 KU4732
 KU4732                          STATION DESCRIPTION
 KU4732
 KU4732'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4732'THE POINT IS LOCATED IN ROSLYN HEIGHTS, TOWN OF NORTH HEMPSTEAD, 33
 KU4732'FEET (10.1 M) SOUTH OF THE CENTERLINE OF MCGREGOR AVENUE AND 96 FEET
 KU4732'(29.3 M) WEST OF THE CENTERLINE ON MINEOLA AVENUE,IN THE CONCRETE
 KU4732'SIDEWALK.
 KU4732'THE LOCATION TIES ARE 69.6 FEET (21.2 M) FROM THE UTILITY POLE, 66.1
 KU4732'FEET (20.1 M) FROM THE SOUTH WEST CORNER OF BUILDING NUMBER 177 AND
 KU4732'52.3 FEET (15.9 M) FROM THE SOUTH EAST CORNER OF BUILDING NUMBER 177.
 KU4732
 KU4732                          STATION RECOVERY (1991)
 KU4732
 KU4732'RECOVERED 1991
 KU4732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4752 ***********************************************************************
 KU4752  DESIGNATION -  07E 16N AZ
 KU4752  PID         -  KU4752
 KU4752  STATE/COUNTY-  NY/NASSAU
 KU4752  USGS QUAD   -  SEA CLIFF (1979)
 KU4752
 KU4752                         *CURRENT SURVEY CONTROL
 KU4752  ___________________________________________________________________
 KU4752* NAD 83(1996)-  40 47 07.12181(N)    073 39 17.75241(W)     ADJUSTED  
 KU4752* NAVD 88     -        52.3    (meters)     172.     (feet)  VERTCON   
 KU4752  ___________________________________________________________________
 KU4752  X           -   1,361,015.279 (meters)                     COMP
 KU4752  Y           -  -4,640,755.269 (meters)                     COMP
 KU4752  Z           -   4,144,414.231 (meters)                     COMP
 KU4752  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KU4752  ELLIP HEIGHT-          21.02  (meters)          (12/03/02) GPS OBS
 KU4752  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU4752
 KU4752  HORZ ORDER  -  FIRST
 KU4752  ELLP ORDER  -  FOURTH    CLASS II
 KU4752
 KU4752.The horizontal coordinates were established by GPS observations
 KU4752.and adjusted by the National Geodetic Survey in January 1999..
 KU4752
 KU4752.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4752
 KU4752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4752
 KU4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4752
 KU4752.The ellipsoidal height was determined by GPS observations
 KU4752.and is referenced to NAD 83.
 KU4752
 KU4752.The geoid height was determined by GEOID03.
 KU4752
 KU4752;                    North         East     Units Scale Factor Converg.
 KU4752;SPC NY L     -    68,755.487   329,126.219   MT  0.99999554   +0 13 32.5
 KU4752;SPC NY L     -   225,575.29  1,079,808.27   sFT  0.99999554   +0 13 32.5
 KU4752;UTM  18      - 4,515,795.335   613,490.152   MT  0.99975853   +0 52 43.4
 KU4752
 KU4752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4752!SPC NY L     -   0.99999670  x   0.99999554  =   0.99999224
 KU4752!UTM  18      -   0.99999670  x   0.99975853  =   0.99975523
 KU4752
 KU4752:                Primary Azimuth Mark                     Grid Az
 KU4752:SPC NY L     -  07E 16N                                  073 21 52.3
 KU4752:UTM  18      -  07E 16N                                  072 42 41.4
 KU4752
 KU4752|---------------------------------------------------------------------|
 KU4752| PID    Reference Object                     Distance      Geod. Az  |
 KU4752|                                                           dddmmss.s |
 KU4752| KU4732 07E 16N                             449.656 METERS 0733524.8 |
 KU4752|---------------------------------------------------------------------|
 KU4752
 KU4752                          SUPERSEDED SURVEY CONTROL
 KU4752
 KU4752  ELLIP H (09/01/99)   21.03   (m)                       GP(       ) 4 1
 KU4752  NAD 83(1996)-  40 47 07.12485(N)    073 39 17.75129(W) AD(       ) 1
 KU4752  NAD 83(1992)-  40 47 07.12472(N)    073 39 17.75109(W) AD(       ) 1
 KU4752  NAD 83(1986)-  40 47 07.12512(N)    073 39 17.75258(W) AD(       ) 1
 KU4752  NGVD 29 (03/24/92)   52.7    (m)          173.     (f) GPS OBS        
 KU4752
 KU4752.Superseded values are not recommended for survey control.
 KU4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4752.See file dsdata.txt to determine how the superseded data were derived.
 KU4752
 KU4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1349015795(NAD 83)
 KU4752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4752_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4752_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4752_STAMPING: 07E16NAZ
 KU4752_MARK LOGO: NYDPW 
 KU4752_PROJECTION: RECESSED 8 CENTIMETERS
 KU4752_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4752+STABILITY: POSITION/ELEVATION WELL
 KU4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4752+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 KU4752_ROD/PIPE-DEPTH: 17.0 meters
 KU4752_SLEEVE-DEPTH  : 1.52 meters
 KU4752
 KU4752  HISTORY     - Date     Condition        Report By
 KU4752  HISTORY     - 1989     MONUMENTED       SBAS
 KU4752  HISTORY     - 19901220 GOOD
 KU4752
 KU4752                          STATION DESCRIPTION
 KU4752
 KU4752'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4752'THE POINT IS LOCATED IN ROSLYN HEIGHTS, TOWN OF NORTH HEMPSTEAD, 21
 KU4752'FEET (6.4 M) EAST OF THE CENTERLINE OF JESSICA PLACE AND 21 FEET
 KU4752'(6.4 M) SOUTH OF THE CENTERLINE OF MCGREGOR AVENUE,IN THE CONCRETE
 KU4752'SIDEWALK.
 KU4752'THE LOCATION TIES ARE 55.8 FEET (17.0 M) FROM THE UTILITY POLE NUMBER
 KU4752'4, 39.4 FEET (12.0 M) FROM THE UTILITY POLE NUMBER 15 AND 65.9 FEET
 KU4752'(20.1 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 3.
 KU4752
 KU4752                          STATION RECOVERY (1990)
 KU4752
 KU4752'RECOVERED 1990
 KU4752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4753 ***********************************************************************
 KU4753  DESIGNATION -  07E 17N AZ
 KU4753  PID         -  KU4753
 KU4753  STATE/COUNTY-  NY/NASSAU
 KU4753  USGS QUAD   -  SEA CLIFF (1979)
 KU4753
 KU4753                         *CURRENT SURVEY CONTROL
 KU4753  ___________________________________________________________________
 KU4753* NAD 83(1996)-  40 48 18.93825(N)    073 38 25.90465(W)     ADJUSTED  
 KU4753* NAVD 88     -        44.5    (meters)     146.     (feet)  VERTCON   
 KU4753  ___________________________________________________________________
 KU4753  X           -   1,361,772.431 (meters)                     COMP
 KU4753  Y           -  -4,639,018.591 (meters)                     COMP
 KU4753  Z           -   4,146,086.310 (meters)                     COMP
 KU4753  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KU4753  ELLIP HEIGHT-          13.30  (meters)          (12/03/02) GPS OBS
 KU4753  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU4753
 KU4753  HORZ ORDER  -  FIRST
 KU4753  ELLP ORDER  -  FOURTH    CLASS II
 KU4753
 KU4753.The horizontal coordinates were established by GPS observations
 KU4753.and adjusted by the National Geodetic Survey in January 1999..
 KU4753
 KU4753.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4753
 KU4753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4753
 KU4753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4753
 KU4753.The ellipsoidal height was determined by GPS observations
 KU4753.and is referenced to NAD 83.
 KU4753
 KU4753.The geoid height was determined by GEOID03.
 KU4753
 KU4753;                    North         East     Units Scale Factor Converg.
 KU4753;SPC NY L     -    70,975.683   330,332.764   MT  0.99999521   +0 14 06.4
 KU4753;SPC NY L     -   232,859.39  1,083,766.74   sFT  0.99999521   +0 14 06.4
 KU4753;UTM  18      - 4,518,028.617   614,671.030   MT  0.99976185   +0 53 18.6
 KU4753
 KU4753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4753!SPC NY L     -   0.99999791  x   0.99999521  =   0.99999312
 KU4753!UTM  18      -   0.99999791  x   0.99976185  =   0.99975976
 KU4753
 KU4753:                Primary Azimuth Mark                     Grid Az
 KU4753:SPC NY L     -  07 E 17 N                                254 56 13.5
 KU4753:UTM  18      -  07 E 17 N                                254 17 01.3
 KU4753
 KU4753|---------------------------------------------------------------------|
 KU4753| PID    Reference Object                     Distance      Geod. Az  |
 KU4753|                                                           dddmmss.s |
 KU4753| KU4541 07 E 17 N                           452.221 METERS 2551019.9 |
 KU4753|---------------------------------------------------------------------|
 KU4753
 KU4753                          SUPERSEDED SURVEY CONTROL
 KU4753
 KU4753  ELLIP H (09/01/99)   13.31   (m)                       GP(       ) 4 1
 KU4753  NAD 83(1996)-  40 48 18.94129(N)    073 38 25.90356(W) AD(       ) 1
 KU4753  NAD 83(1992)-  40 48 18.94117(N)    073 38 25.90336(W) AD(       ) 1
 KU4753  NAD 83(1986)-  40 48 18.94172(N)    073 38 25.90487(W) AD(       ) 1
 KU4753  NGVD 29 (03/24/92)   44.9    (m)          147.     (f) GPS OBS        
 KU4753
 KU4753.Superseded values are not recommended for survey control.
 KU4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4753.See file dsdata.txt to determine how the superseded data were derived.
 KU4753
 KU4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1467118029(NAD 83)
 KU4753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4753_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4753_STAMPING: 07E17NAZ
 KU4753_MARK LOGO: NYDPW 
 KU4753_PROJECTION: RECESSED 8 CENTIMETERS
 KU4753_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4753+STABILITY: POSITION/ELEVATION WELL
 KU4753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4753+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 KU4753_ROD/PIPE-DEPTH: 7.58 meters
 KU4753_SLEEVE-DEPTH  : 1.52 meters
 KU4753
 KU4753  HISTORY     - Date     Condition        Report By
 KU4753  HISTORY     - 1990     MONUMENTED       SBAS
 KU4753  HISTORY     - 19910228 GOOD
 KU4753
 KU4753                          STATION DESCRIPTION
 KU4753
 KU4753'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4753'THE POINT IS LOCATED IN ROSYLN, TOWN OF NORTH HEMPSTEAD, 20 FEET
 KU4753'(6.1 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND NORTHERN BOULEVARD
 KU4753'AND 1561 FEET (475.8 M) NORTH OF THE CENTERLINE OF SCHOOL STREET,IN
 KU4753'THE GRASS AREA ADJACENT TO THE CURB.
 KU4753'THE LOCATION TIES ARE 54.0 FEET (16.5 M) FROM THE NORTH EAST CORNER OF
 KU4753'ACURA OF ROSLYN BUILDING, 9.5 FEET (2.9 M) FROM THE ELECTRIC
 KU4753'MANHOLE AND 35.5 FEET (10.8 M) FROM THE SOUTH EAST CORNER OF THE
 KU4753'CATCH BASIN.
 KU4753
 KU4753                          STATION RECOVERY (1991)
 KU4753
 KU4753'RECOVERED 1991
 KU4753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4733 ***********************************************************************
 KU4733  DESIGNATION -  07E 18N
 KU4733  PID         -  KU4733
 KU4733  STATE/COUNTY-  NY/NASSAU
 KU4733  USGS QUAD   -  SEA CLIFF (1979)
 KU4733
 KU4733                         *CURRENT SURVEY CONTROL
 KU4733  ___________________________________________________________________
 KU4733* NAD 83(1996)-  40 48 52.45168(N)    073 38 31.48958(W)     ADJUSTED  
 KU4733* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 KU4733  ___________________________________________________________________
 KU4733  X           -   1,361,450.274 (meters)                     COMP
 KU4733  Y           -  -4,638,385.833 (meters)                     COMP
 KU4733  Z           -   4,146,849.572 (meters)                     COMP
 KU4733  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KU4733  ELLIP HEIGHT-         -16.08  (meters)          (12/03/02) GPS OBS
 KU4733  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4733
 KU4733  HORZ ORDER  -  FIRST
 KU4733  ELLP ORDER  -  FOURTH    CLASS II
 KU4733
 KU4733.The horizontal coordinates were established by GPS observations
 KU4733.and adjusted by the National Geodetic Survey in January 1999..
 KU4733
 KU4733.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4733
 KU4733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4733
 KU4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4733
 KU4733.The ellipsoidal height was determined by GPS observations
 KU4733.and is referenced to NAD 83.
 KU4733
 KU4733.The geoid height was determined by GEOID03.
 KU4733
 KU4733;                    North         East     Units Scale Factor Converg.
 KU4733;SPC NY L     -    72,008.932   330,197.633   MT  0.99999509   +0 14 02.8
 KU4733;SPC NY L     -   236,249.30  1,083,323.40   sFT  0.99999509   +0 14 02.8
 KU4733;UTM  18      - 4,519,060.017   614,524.159   MT  0.99976143   +0 53 15.5
 KU4733
 KU4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4733!SPC NY L     -   1.00000252  x   0.99999509  =   0.99999761
 KU4733!UTM  18      -   1.00000252  x   0.99976143  =   0.99976395
 KU4733
 KU4733|---------------------------------------------------------------------|
 KU4733| PID    Reference Object                     Distance      Geod. Az  |
 KU4733|                                                           dddmmss.s |
 KU4733| KU4754 07E 18N AZ                          196.845 METERS 07933     |
 KU4733|---------------------------------------------------------------------|
 KU4733
 KU4733                          SUPERSEDED SURVEY CONTROL
 KU4733
 KU4733  ELLIP H (09/01/99)  -16.08   (m)                       GP(       ) 4 1
 KU4733  NAD 83(1996)-  40 48 52.45467(N)    073 38 31.48850(W) AD(       ) 1
 KU4733  NAD 83(1992)-  40 48 52.45454(N)    073 38 31.48831(W) AD(       ) 1
 KU4733  NAD 83(1986)-  40 48 52.45508(N)    073 38 31.48967(W) AD(       ) 1
 KU4733  NGVD 29 (03/24/92)   15.4    (m)           51.     (f) GPS OBS        
 KU4733
 KU4733.Superseded values are not recommended for survey control.
 KU4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4733.See file dsdata.txt to determine how the superseded data were derived.
 KU4733
 KU4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1452419060(NAD 83)
 KU4733_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4733_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4733_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4733_STAMPING: 07E18N
 KU4733_MARK LOGO: NYDPW 
 KU4733_PROJECTION: RECESSED 8 CENTIMETERS
 KU4733_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4733+STABILITY: POSITION/ELEVATION WELL
 KU4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4733+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 KU4733_ROD/PIPE-DEPTH: 20.6 meters
 KU4733_SLEEVE-DEPTH  : 1.52 meters
 KU4733
 KU4733  HISTORY     - Date     Condition        Report By
 KU4733  HISTORY     - 1989     MONUMENTED       SBAS
 KU4733  HISTORY     - 19910228 GOOD
 KU4733
 KU4733                          STATION DESCRIPTION
 KU4733
 KU4733'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4733'THE POINT IS LOCATED IN ROSLYN HARBOR, TOWN OF NORTH HEMPSTEAD, 45
 KU4733'FEET (13.7 M) NORTH EAST OF THE CENTERLINE OF POST DRIVE AND 11 FEET
 KU4733'(3.4 M) SOUTH EAST OF THE CENTERLINE OF HARBOR LANE,IN THE PAVED
 KU4733'ROADWAY.
 KU4733'THE LOCATION TIES ARE 36.4 FEET (11.1 M) FROM UTILITY POLE NUMBER 1,
 KU4733'18.5 FEET (5.6 M) FROM THE MANHOLE AND 19.0 FEET (5.8 M) FROM THE
 KU4733'NORTH WEST CORNER OF THE CATCH BASIN.
 KU4733
 KU4733                          STATION RECOVERY (1991)
 KU4733
 KU4733'RECOVERED 1991
 KU4733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4754 ***********************************************************************
 KU4754  DESIGNATION -  07E 18N AZ
 KU4754  PID         -  KU4754
 KU4754  STATE/COUNTY-  NY/NASSAU
 KU4754  USGS QUAD   -  SEA CLIFF (1979)
 KU4754
 KU4754                         *CURRENT SURVEY CONTROL
 KU4754  ___________________________________________________________________
 KU4754* NAD 83(1996)-  40 48 53.60981(N)    073 38 23.22988(W)     ADJUSTED  
 KU4754* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 KU4754  ___________________________________________________________________
 KU4754  X           -   1,361,630.434 (meters)                     COMP
 KU4754  Y           -  -4,638,312.304 (meters)                     COMP
 KU4754  Z           -   4,146,879.669 (meters)                     COMP
 KU4754  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KU4754  ELLIP HEIGHT-         -11.40  (meters)          (12/03/02) GPS OBS
 KU4754  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4754
 KU4754  HORZ ORDER  -  FIRST
 KU4754  ELLP ORDER  -  FOURTH    CLASS II
 KU4754
 KU4754.The horizontal coordinates were established by GPS observations
 KU4754.and adjusted by the National Geodetic Survey in January 1999..
 KU4754
 KU4754.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4754
 KU4754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4754
 KU4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4754
 KU4754.The ellipsoidal height was determined by GPS observations
 KU4754.and is referenced to NAD 83.
 KU4754
 KU4754.The geoid height was determined by GEOID03.
 KU4754
 KU4754;                    North         East     Units Scale Factor Converg.
 KU4754;SPC NY L     -    72,045.450   330,391.060   MT  0.99999509   +0 14 08.2
 KU4754;SPC NY L     -   236,369.11  1,083,958.00   sFT  0.99999509   +0 14 08.2
 KU4754;UTM  18      - 4,519,098.730   614,717.112   MT  0.99976198   +0 53 21.0
 KU4754
 KU4754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4754!SPC NY L     -   1.00000179  x   0.99999509  =   0.99999688
 KU4754!UTM  18      -   1.00000179  x   0.99976198  =   0.99976377
 KU4754
 KU4754|---------------------------------------------------------------------|
 KU4754| PID    Reference Object                     Distance      Geod. Az  |
 KU4754|                                                           dddmmss.s |
 KU4754| KU4733 07E 18N                             196.845 METERS 25933     |
 KU4754|---------------------------------------------------------------------|
 KU4754
 KU4754                          SUPERSEDED SURVEY CONTROL
 KU4754
 KU4754  ELLIP H (09/01/99)  -11.40   (m)                       GP(       ) 4 1
 KU4754  NAD 83(1996)-  40 48 53.61280(N)    073 38 23.22880(W) AD(       ) 1
 KU4754  NAD 83(1992)-  40 48 53.61266(N)    073 38 23.22861(W) AD(       ) 1
 KU4754  NAD 83(1986)-  40 48 53.61320(N)    073 38 23.23007(W) AD(       ) 1
 KU4754  NGVD 29 (03/24/92)   20.1    (m)           66.     (f) GPS OBS        
 KU4754
 KU4754.Superseded values are not recommended for survey control.
 KU4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4754.See file dsdata.txt to determine how the superseded data were derived.
 KU4754
 KU4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1471719099(NAD 83)
 KU4754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4754_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4754_STAMPING: 07E18NAZ
 KU4754_MARK LOGO: NYDPW 
 KU4754_PROJECTION: RECESSED 8 CENTIMETERS
 KU4754_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4754+STABILITY: POSITION/ELEVATION WELL
 KU4754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4754+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 KU4754_ROD/PIPE-DEPTH: 20.6 meters
 KU4754_SLEEVE-DEPTH  : 1.52 meters
 KU4754
 KU4754  HISTORY     - Date     Condition        Report By
 KU4754  HISTORY     - 1989     MONUMENTED       SBAS
 KU4754  HISTORY     - 19910228 GOOD
 KU4754
 KU4754                          STATION DESCRIPTION
 KU4754
 KU4754'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4754'THE POINT IS LOCATED IN ROSLYN HARBOR, TOWN OF NORTH HEMPSTEAD, 695
 KU4754'FEET (211.8 M) NORTH EAST OF THE CENTERLINE OF POST DRIVE AND 12 FEET
 KU4754'(3.7 M) SOUTH OF THE CENTERLINE OF HARBOR LANE,IN THE PAVED ROADWAY.
 KU4754'THE LOCATION TIES ARE 26.0 FEET (7.9 M) FROM THE LIGHT POLE, 45.0 FEET
 KU4754'(13.7 M) FROM THE UTILITY POLE AND 1.0 FEET (0.3 M) FROM THE EDGE OF
 KU4754'THE GUTTER.
 KU4754
 KU4754                          STATION RECOVERY (1991)
 KU4754
 KU4754'RECOVERED 1991
 KU4754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4734 ***********************************************************************
 KU4734  DESIGNATION -  07E 19N
 KU4734  PID         -  KU4734
 KU4734  STATE/COUNTY-  NY/NASSAU
 KU4734  USGS QUAD   -  SEA CLIFF (1979)
 KU4734
 KU4734                         *CURRENT SURVEY CONTROL
 KU4734  ___________________________________________________________________
 KU4734* NAD 83(1996)-  40 50 07.10065(N)    073 39 05.61551(W)     ADJUSTED  
 KU4734* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU4734  ___________________________________________________________________
 KU4734  X           -   1,360,256.328 (meters)                     COMP
 KU4734  Y           -  -4,637,157.000 (meters)                     COMP
 KU4734  Z           -   4,148,583.524 (meters)                     COMP
 KU4734  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KU4734  ELLIP HEIGHT-         -29.14  (meters)          (12/03/02) GPS OBS
 KU4734  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU4734
 KU4734  HORZ ORDER  -  FIRST
 KU4734  ELLP ORDER  -  FOURTH    CLASS II
 KU4734
 KU4734.The horizontal coordinates were established by GPS observations
 KU4734.and adjusted by the National Geodetic Survey in January 1999..
 KU4734
 KU4734.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4734
 KU4734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4734
 KU4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4734
 KU4734.The ellipsoidal height was determined by GPS observations
 KU4734.and is referenced to NAD 83.
 KU4734
 KU4734.The geoid height was determined by GEOID03.
 KU4734
 KU4734;                    North         East     Units Scale Factor Converg.
 KU4734;SPC NY L     -    74,308.402   329,388.700   MT  0.99999493   +0 13 40.5
 KU4734;SPC NY L     -   243,793.48  1,080,669.43   sFT  0.99999493   +0 13 40.5
 KU4734;UTM  18      - 4,521,349.570   613,689.238   MT  0.99975909   +0 52 54.6
 KU4734
 KU4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4734!SPC NY L     -   1.00000457  x   0.99999493  =   0.99999950
 KU4734!UTM  18      -   1.00000457  x   0.99975909  =   0.99976366
 KU4734
 KU4734|---------------------------------------------------------------------|
 KU4734| PID    Reference Object                     Distance      Geod. Az  |
 KU4734|                                                           dddmmss.s |
 KU4734| KU4755 07E 19N AZ                          318.115 METERS 33532     |
 KU4734|---------------------------------------------------------------------|
 KU4734
 KU4734                          SUPERSEDED SURVEY CONTROL
 KU4734
 KU4734  ELLIP H (09/01/99)  -29.14   (m)                       GP(       ) 4 1
 KU4734  NAD 83(1996)-  40 50 07.10360(N)    073 39 05.61444(W) AD(       ) 1
 KU4734  NAD 83(1992)-  40 50 07.10350(N)    073 39 05.61427(W) AD(       ) 1
 KU4734  NAD 83(1986)-  40 50 07.10406(N)    073 39 05.61590(W) AD(       ) 1
 KU4734  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4734
 KU4734.Superseded values are not recommended for survey control.
 KU4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4734.See file dsdata.txt to determine how the superseded data were derived.
 KU4734
 KU4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1368921350(NAD 83)
 KU4734_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4734_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4734_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4734_STAMPING: 07E19N
 KU4734_MARK LOGO: NYDPW 
 KU4734_PROJECTION: RECESSED 8 CENTIMETERS
 KU4734_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4734+STABILITY: POSITION/ELEVATION WELL
 KU4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4734+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 KU4734_ROD/PIPE-DEPTH: 20.6 meters
 KU4734_SLEEVE-DEPTH  : 1.52 meters
 KU4734
 KU4734  HISTORY     - Date     Condition        Report By
 KU4734  HISTORY     - 1989     MONUMENTED       SBAS
 KU4734  HISTORY     - 19910314 GOOD
 KU4734
 KU4734                          STATION DESCRIPTION
 KU4734
 KU4734'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4734'THE POINT IS LOCATED IN GLENWOOD LANDING, TOWN OF OYSTER BAY, 389 FEET
 KU4734'(118.6 M) NORTH WEST OF THE CENTERLINE OF PROSPECT AVENUE AND 975
 KU4734'FEET (297.2 M) SOUTH OF THE CENTERLINE OF LITTLEWORTH LANE,IN THE
 KU4734'TAPPEN BEACH PARK ASPHALT PARKING AREA.
 KU4734'THE LOCATION TIES ARE 31.0 FEET (9.4 M) FROM THE UTILITY POLE, 1.9
 KU4734'FEET (0.6 M) FROM THE FACE OF THE CURB AND 71.8 FEET (21.9 M) FROM
 KU4734'THE CORNER OF THE CONCRETE PIER.
 KU4734
 KU4734                          STATION RECOVERY (1991)
 KU4734
 KU4734'RECOVERED 1991
 KU4734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4755 ***********************************************************************
 KU4755  DESIGNATION -  07E 19N AZ
 KU4755  PID         -  KU4755
 KU4755  STATE/COUNTY-  NY/NASSAU
 KU4755  USGS QUAD   -  SEA CLIFF (1979)
 KU4755
 KU4755                         *CURRENT SURVEY CONTROL
 KU4755  ___________________________________________________________________
 KU4755* NAD 83(1996)-  40 50 16.48666(N)    073 39 11.24046(W)     ADJUSTED  
 KU4755* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4755  ___________________________________________________________________
 KU4755  X           -   1,360,076.601 (meters)                     COMP
 KU4755  Y           -  -4,637,012.478 (meters)                     COMP
 KU4755  Z           -   4,148,802.630 (meters)                     COMP
 KU4755  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KU4755  ELLIP HEIGHT-         -29.06  (meters)          (12/03/02) GPS OBS
 KU4755  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU4755
 KU4755  HORZ ORDER  -  FIRST
 KU4755  ELLP ORDER  -  FOURTH    CLASS II
 KU4755
 KU4755.The horizontal coordinates were established by GPS observations
 KU4755.and adjusted by the National Geodetic Survey in January 1999..
 KU4755
 KU4755.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4755
 KU4755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4755
 KU4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4755
 KU4755.The ellipsoidal height was determined by GPS observations
 KU4755.and is referenced to NAD 83.
 KU4755
 KU4755.The geoid height was determined by GEOID03.
 KU4755
 KU4755;                    North         East     Units Scale Factor Converg.
 KU4755;SPC NY L     -    74,597.410   329,255.768   MT  0.99999492   +0 13 36.8
 KU4755;SPC NY L     -   244,741.67  1,080,233.30   sFT  0.99999492   +0 13 36.8
 KU4755;UTM  18      - 4,521,636.974   613,553.049   MT  0.99975871   +0 52 51.0
 KU4755
 KU4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4755!SPC NY L     -   1.00000456  x   0.99999492  =   0.99999948
 KU4755!UTM  18      -   1.00000456  x   0.99975871  =   0.99976327
 KU4755
 KU4755:                Primary Azimuth Mark                     Grid Az
 KU4755:SPC NY L     -  07E 20N                                  357 15 20.9
 KU4755:UTM  18      -  07E 20N                                  356 36 06.7
 KU4755
 KU4755|---------------------------------------------------------------------|
 KU4755| PID    Reference Object                     Distance      Geod. Az  |
 KU4755|                                                           dddmmss.s |
 KU4755| KU4735 07E 20N                             APPROX. 0.6 KM 3572857.7 |
 KU4755|---------------------------------------------------------------------|
 KU4755
 KU4755                          SUPERSEDED SURVEY CONTROL
 KU4755
 KU4755  ELLIP H (09/01/99)  -29.06   (m)                       GP(       ) 4 1
 KU4755  NAD 83(1996)-  40 50 16.48959(N)    073 39 11.23939(W) AD(       ) 1
 KU4755  NAD 83(1992)-  40 50 16.48947(N)    073 39 11.23936(W) AD(       ) 1
 KU4755  NAD 83(1986)-  40 50 16.49000(N)    073 39 11.24097(W) AD(       ) 1
 KU4755  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU4755
 KU4755.Superseded values are not recommended for survey control.
 KU4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4755.See file dsdata.txt to determine how the superseded data were derived.
 KU4755
 KU4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1355321637(NAD 83)
 KU4755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4755_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4755_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4755_STAMPING: 07E 19N AZ
 KU4755_MARK LOGO: NYDPW 
 KU4755_PROJECTION: RECESSED 8 CENTIMETERS
 KU4755_MAGNETIC: I = MARKER IS A STEEL ROD
 KU4755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4755+STABILITY: POSITION/ELEVATION WELL
 KU4755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4755+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4755_ROD/PIPE-DEPTH: 20.6 meters
 KU4755_SLEEVE-DEPTH  : 1.52 meters
 KU4755
 KU4755  HISTORY     - Date     Condition        Report By
 KU4755  HISTORY     - 1989     MONUMENTED       SBAS
 KU4755  HISTORY     - 19900410 GOOD             NOSAMC
 KU4755  HISTORY     - 19910311 GOOD
 KU4755
 KU4755                          STATION DESCRIPTION
 KU4755
 KU4755'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4755'THE POINT IS LOCATED IN PORT WASHINGTON, TOWN OF OYSTER BAY, 103 FEET
 KU4755'(31.4 M) SOUTH OF THE CENTERLINE OF LITTLE WORTH LANE AND 221 FEET
 KU4755'(67.4 M) NORTH WEST OF THE CENTERLINE OF PROSPECT AVENUE,IN TAPPEN
 KU4755'BEACH PARK ASPHALT WALK NORTHWEST OF THE SWIMMING POOL.
 KU4755'THE LOCATION TIES ARE 74.1 FEET (22.6 M) FROM THE CORNER OF THE
 KU4755'RAILROAD TIE PLANTER, 49.0 FEET (14.9 M) FROM THE 4 INCH TREE AND 1.5
 KU4755'FEET (0.5 M) FROM THE PARK BENCH SUPPORT.
 KU4755'THIS POINT IS A COMMON AZIMUTH POINT FOR BOTH 07E19N(SSN0719) AND
 KU4755'07E20N(SSN0720).
 KU4755
 KU4755                          STATION RECOVERY (1990)
 KU4755
 KU4755'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU4755'STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE OF
 KU4755'THE ISLAND NEAR THE SOUTHWEST SIDE OF THE VILLAGE OF SEA CLIFF ON THE
 KU4755'EAST SHORE OF HEMPSTEAD HARBOR IN TAPPEN BEACH PARK NEAR THE NORTH
 KU4755'LIMITS OF THE PARK ON A ROUNDED POINT OF LAND WITH A RIPRAP SHORELINE
 KU4755'JUST NORTHWEST OF THE TAPPEN POOL NEAR THE WEST END OF A SLIM TRIANGLE
 KU4755'OF GRASSY SOIL FORMED BETWEEN THE AHPHALT SIDEWALK WHICH FOLLOWS THE
 KU4755'SHORE.  TO REACH THE STATION FROM THE JUNCTION OF GLENWOOD ROAD AND
 KU4755'SHORE ROAD JUST NORTH OF THE LILCO GENERATING STATION IN GLEN COVE
 KU4755'LANDING, GO NORTH ON SHORE ROAD FOR 0.85 KM (0.50 MI) TO THE ENTRANCE
 KU4755'TO TAPPEN BEACH PARK ON THE LEFT, TURN LEFT INTO THE PARK AND PROCEED
 KU4755'0.25 KM (0.15 MI) TO THE NORTHWEST CORNER OF THE PARKING LOT AND TO
 KU4755'THE STATION ABOUT 50 M (164.0 FT) NORTH-NORTHWEST.  THE STATION MARK
 KU4755'IS A CLASS A MARK CONSISTING OF A STAINLESS STEEL ROD DRIVEN TO AN
 KU4755'UNKNOWN DEPTH ENCASED IN A 2.5 CM DIAMETER GREASE FILLED PVC SLEEVE.
 KU4755'THE STAINLESS STEEL ROD IS TOPPED BY THE DATUM POINT WHICH IS CRIMPED
 KU4755'TO THE ROD AND HAS A CENTERPUNCH IN ITS TOP CENTER.  THE MARK IN ITS
 KU4755'ENTIRETY IS THEN ENCASED IN A 15 CM DIAMETER PVC SLEEVE WITH AN
 KU4755'ALUMINUM ALLOY CAP ATTACHED TO THE TOP WHICH HAS THE LOGO NCDPW CAST
 KU4755'IN RAISED LETTERS AND A RAISED PLATE WHICH IS STAMPED ---07E 19N
 KU4755'AZ---.  THE LOGO CAP IS FLUSH WITH THE GROUND AND A SMALL SPANNER
 KU4755'WRENCH OR THE EQUIVALENT IS REQUIRED TO GAIN ACCESS TO THE DATUM
 KU4755'POINT.  IT IS 13 M (42.7 FT) WEST OF A DWARF WILLOW TREE GROWING AT
 KU4755'THE END OF THE SLIM TRIANGLE OF SOIL FORMED BY THE ASPHALT SIDEWALK, 6
 KU4755'M (19.7 FT) NORTH OF THE SHOREWARD EDGE OF THE SOUTH RIPRAP SHORELINE,
 KU4755'6 M (19.7 FT) EAST OF THE SHOREWARD EDGE OF THE WEST RIPRAP SHORELINE
 KU4755'AT THE POINT, 5 M (16.4 FT) SOUTH OF THE SHOREWARD EDGE OF THE NORTH
 KU4755'RIPRAP SHORELINE AND 1.12 M (3.67 FT) EAST OF THE NORTH SUPPORT POLE
 KU4755'FOR THE LONE PARK BENCH ON THE POINT.  DESCRIBED BY C S MIDDLETON JR.
 KU4755
 KU4755                          STATION RECOVERY (1991)
 KU4755
 KU4755'RECOVERED 1991
 KU4755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4735 ***********************************************************************
 KU4735  DESIGNATION -  07E 20N
 KU4735  PID         -  KU4735
 KU4735  STATE/COUNTY-  NY/NASSAU
 KU4735  USGS QUAD   -  SEA CLIFF (1979)
 KU4735
 KU4735                         *CURRENT SURVEY CONTROL
 KU4735  ___________________________________________________________________
 KU4735* NAD 83(1996)-  40 50 34.80851(N)    073 39 12.30113(W)     ADJUSTED  
 KU4735* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KU4735  ___________________________________________________________________
 KU4735  X           -   1,359,948.863 (meters)                     COMP
 KU4735  Y           -  -4,636,665.253 (meters)                     COMP
 KU4735  Z           -   4,149,230.606 (meters)                     COMP
 KU4735  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 KU4735  ELLIP HEIGHT-         -28.45  (meters)          (12/03/02) GPS OBS
 KU4735  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4735
 KU4735  HORZ ORDER  -  FIRST
 KU4735  ELLP ORDER  -  FOURTH    CLASS II
 KU4735
 KU4735.The horizontal coordinates were established by GPS observations
 KU4735.and adjusted by the National Geodetic Survey in January 1999..
 KU4735
 KU4735.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4735
 KU4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4735
 KU4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4735
 KU4735.The ellipsoidal height was determined by GPS observations
 KU4735.and is referenced to NAD 83.
 KU4735
 KU4735.The geoid height was determined by GEOID03.
 KU4735
 KU4735;                    North         East     Units Scale Factor Converg.
 KU4735;SPC NY L     -    75,162.486   329,228.683   MT  0.99999491   +0 13 36.1
 KU4735;SPC NY L     -   246,595.59  1,080,144.44   sFT  0.99999491   +0 13 36.1
 KU4735;UTM  18      - 4,522,201.571   613,519.524   MT  0.99975861   +0 52 50.7
 KU4735
 KU4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4735!SPC NY L     -   1.00000446  x   0.99999491  =   0.99999937
 KU4735!UTM  18      -   1.00000446  x   0.99975861  =   0.99976307
 KU4735
 KU4735:                Primary Azimuth Mark                     Grid Az
 KU4735:SPC NY L     -  07E 19N AZ                               177 15 20.9
 KU4735:UTM  18      -  07E 19N AZ                               176 36 06.3
 KU4735
 KU4735|---------------------------------------------------------------------|
 KU4735| PID    Reference Object                     Distance      Geod. Az  |
 KU4735|                                                           dddmmss.s |
 KU4735| KU4755 07E 19N AZ                          APPROX. 0.6 KM 1772857.0 |
 KU4735|---------------------------------------------------------------------|
 KU4735
 KU4735                          SUPERSEDED SURVEY CONTROL
 KU4735
 KU4735  ELLIP H (09/01/99)  -28.45   (m)                       GP(       ) 4 1
 KU4735  NAD 83(1996)-  40 50 34.81143(N)    073 39 12.30011(W) AD(       ) 1
 KU4735  NAD 83(1992)-  40 50 34.81136(N)    073 39 12.29984(W) AD(       ) 1
 KU4735  NAD 83(1986)-  40 50 34.81195(N)    073 39 12.30148(W) AD(       ) 1
 KU4735  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4735
 KU4735.Superseded values are not recommended for survey control.
 KU4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4735.See file dsdata.txt to determine how the superseded data were derived.
 KU4735
 KU4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1352022202(NAD 83)
 KU4735_MARKER: I = METAL ROD
 KU4735_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4735_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4735_STAMPING: 07E 20N
 KU4735_MARK LOGO: NYDPW 
 KU4735_PROJECTION: RECESSED 8 CENTIMETERS
 KU4735_MAGNETIC: I = MARKER IS A STEEL ROD
 KU4735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4735+STABILITY: POSITION/ELEVATION WELL
 KU4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4735+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 KU4735_ROD/PIPE-DEPTH: 20.6 meters
 KU4735_SLEEVE-DEPTH  : 1.52 meters
 KU4735
 KU4735  HISTORY     - Date     Condition        Report By
 KU4735  HISTORY     - 1989     MONUMENTED       SBAS
 KU4735  HISTORY     - 19900410 GOOD             NOSAMC
 KU4735  HISTORY     - 19910206 GOOD
 KU4735
 KU4735                          STATION DESCRIPTION
 KU4735
 KU4735'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4735'THE POINT IS LOCATED IN SEA CLIFF, TOWN OF OYSTER BAY, 310 FEET
 KU4735'(94.5 M) NORTH OF THE CENTERLINE OF LAUREL AVENUE AND 87 FEET
 KU4735'(26.5 M) WEST OF THE CENTERLINE OF PROSPECT AVENUE,IN THE PARK
 KU4735'ADJACENT TO THE RIP RAP BY HEMPSTEAD HARBOR.
 KU4735'THE LOCATION TIES ARE 77.0 FEET (23.5 M) FROM THE SOUTH WEST CORNER OF
 KU4735'HOUSE NUMBER 306, 59.9 FEET (18.3 M) FROM THE LIGHT POLE AND 70.0
 KU4735'FEET (21.3 M) FROM THE DRAIN MANHOLE.
 KU4735
 KU4735                          STATION RECOVERY (1990)
 KU4735
 KU4735'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU4735'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, ON THE SOUTHWEST SIDE
 KU4735'OF THE TOWN OF SEA CLIFF ON THE EAST SHORE OF HEMPSTEAD HARBOR JUST
 KU4735'SOUTH OF GLEN COVE CREEK IN A SMALL PARK. TO REACH THE STATION FROM
 KU4735'THE JUNCTION OF N.Y. HWY 25A AND N.Y. HWY 107 IN JERICO, TAKE N.Y. HWY
 KU4735'107 (CEDAR SWAMP ROAD) NORTHWEST FOR 8.60 KM (5.35 MI) TO GLEN HEAD
 KU4735'ROAD ON THE LEFT, TURN LEFT AND PROCEED WEST-SOUTHWEST FOR 1.45 KM
 KU4735'(0.90 MI) TO THE INTERSECTION WITH GLEN COVE AVENUE. TURN RIGHT ON
 KU4735'CLEN COVE AVENUE AND PROCEED NORTH FOR 1.95 KM (1.20 MI) TO GLEN
 KU4735'AVENUE ON THE LEFT, TURN LEFT AND GO WEST-SOUTHWEST FOR 1.45 KM (0.90
 KU4735'MI) TO A REVERSE FORK RIGHT AT THE JUNCTION WITH PROSPECT ON THE
 KU4735'RIGHT, BEAR LEFT ONTO PROSPECT ROAD AND PROCEED SOUTHWEST FOR 0.35 KM
 KU4735'(0.20 MI) TO A SMALL PARK AREA ON THE RIGHT AND THE STATION IN A
 KU4735'GRASSY AREA NEAR THE WATER.  THE STATION IS A CLASS A TYPE OF MARKER
 KU4735'AND CONSISTS OF A STAINLESS STEEL ROD WHICH IS DRIVEN INTO THE GROUND
 KU4735'TO AN UNKNOWN DEPTH ENCASED IN A GREASE FILLED SLEEVE AND HOUSED BY AN
 KU4735'ALUMINUM ALLOY LOGO CAP ATTACHED TO A PVC SLEEVE SET IN CONCRETE.  THE
 KU4735'LOGO CAP IS CAST WITH THE LETTERS NCDPW SURVEY MONUMENT, AND THE
 KU4735'RAISED PLATE IS STAMPED ---07E 20N---.  THE LOGO CAP IS FLUSH WITH THE
 KU4735'GROUND SURFACE.  THE POINT OBSERVED IS A CENTER PUNCH IN THE TOP
 KU4735'CENTER OF THE POINTED TIP OF THE ROD AND THE TOP OF THE ROD IS ABOUT
 KU4735'0.05 M (0.16 FT) BELOW GROUND LEVEL.  A SPECIAL SPANNER WRENCH TOOL OR
 KU4735'EQUIVALENT IS REQUIRED TO ACCESS THE DATUM POINT BELOW THE CAP.  IT IS
 KU4735'ABOUT 20 M (65.6 FT) SOUTHEAST OF A BOULDER BELOW THE HIGH WATER LINE
 KU4735'WHICH HAS AN UNSTAMPED COAST AND GEODETIC SURVEY REFERENCE MARK DISK
 KU4735'CEMENTED INTO A DRILL HOLE IN THE TOP.  THE ARROW POINTS EAST RATHER
 KU4735'THAN TO THE STATION, 22.3 M (73.2 FT) NORTH OF THE CENTERLINE END OF A
 KU4735'CONCRETE STORM SEWER OUTFALL, 19.35 M (63.48 FT) WEST OF THE ROAD CURB
 KU4735'AT POWER POLE NUMBER 59 BESIDE SHORE DRIVE, 19.10 M (62.66 FT) SOUTH
 KU4735'OF A CHAIN LINK FENCE AND BUSH HEDGE AND 3.40 M (11.15 FT) EAST OF THE
 KU4735'EDGE OF THE GRASS NEAR THE SHORELINE.  THE STATION WAS POSITIONED BY
 KU4735'GPS OBSERVATIONS.  DESCRIBED BY C S MIDDLETON JR.
 KU4735
 KU4735                          STATION RECOVERY (1991)
 KU4735
 KU4735'RECOVERED 1991
 KU4735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4736 ***********************************************************************
 KU4736  DESIGNATION -  07E 21N
 KU4736  PID         -  KU4736
 KU4736  STATE/COUNTY-  NY/NASSAU
 KU4736  USGS QUAD   -  SEA CLIFF (1979)
 KU4736
 KU4736                         *CURRENT SURVEY CONTROL
 KU4736  ___________________________________________________________________
 KU4736* NAD 83(1996)-  40 51 32.04240(N)    073 38 44.35089(W)     ADJUSTED  
 KU4736* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 KU4736  ___________________________________________________________________
 KU4736  X           -   1,360,252.325 (meters)                     COMP
 KU4736  Y           -  -4,635,374.018 (meters)                     COMP
 KU4736  Z           -   4,150,567.126 (meters)                     COMP
 KU4736  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KU4736  ELLIP HEIGHT-         -26.83  (meters)          (12/03/02) GPS OBS
 KU4736  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4736
 KU4736  HORZ ORDER  -  FIRST
 KU4736  ELLP ORDER  -  FOURTH    CLASS II
 KU4736
 KU4736.The horizontal coordinates were established by GPS observations
 KU4736.and adjusted by the National Geodetic Survey in January 1999..
 KU4736
 KU4736.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4736
 KU4736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4736
 KU4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4736
 KU4736.The ellipsoidal height was determined by GPS observations
 KU4736.and is referenced to NAD 83.
 KU4736
 KU4736.The geoid height was determined by GEOID03.
 KU4736
 KU4736;                    North         East     Units Scale Factor Converg.
 KU4736;SPC NY L     -    76,930.605   329,876.302   MT  0.99999491   +0 13 54.4
 KU4736;SPC NY L     -   252,396.49  1,082,269.17   sFT  0.99999491   +0 13 54.4
 KU4736;SPC NY E     -   225,231.012   222,026.898   MT  0.99996383   +0 33 32.2
 KU4736;SPC NY E     -   738,945.41    728,433.25   sFT  0.99996383   +0 33 32.2
 KU4736;UTM  18      - 4,523,976.551   614,146.765   MT  0.99976037   +0 53 10.0
 KU4736
 KU4736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4736!SPC NY L     -   1.00000421  x   0.99999491  =   0.99999912
 KU4736!SPC NY E     -   1.00000421  x   0.99996383  =   0.99996804
 KU4736!UTM  18      -   1.00000421  x   0.99976037  =   0.99976458
 KU4736
 KU4736|---------------------------------------------------------------------|
 KU4736| PID    Reference Object                     Distance      Geod. Az  |
 KU4736|                                                           dddmmss.s |
 KU4736| KU4756 07E 21N AZ                          238.246 METERS 24847     |
 KU4736|---------------------------------------------------------------------|
 KU4736
 KU4736                          SUPERSEDED SURVEY CONTROL
 KU4736
 KU4736  ELLIP H (09/01/99)  -26.83   (m)                       GP(       ) 4 1
 KU4736  NAD 83(1996)-  40 51 32.04533(N)    073 38 44.34983(W) AD(       ) 1
 KU4736  NAD 83(1992)-  40 51 32.04522(N)    073 38 44.34972(W) AD(       ) 1
 KU4736  NAD 83(1986)-  40 51 32.04584(N)    073 38 44.35145(W) AD(       ) 1
 KU4736  NGVD 29 (03/24/92)    4.5    (m)           15.     (f) GPS OBS        
 KU4736
 KU4736.Superseded values are not recommended for survey control.
 KU4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4736.See file dsdata.txt to determine how the superseded data were derived.
 KU4736
 KU4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1414723977(NAD 83)
 KU4736_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4736_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4736_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4736_STAMPING: 07E21N
 KU4736_MARK LOGO: NYDPW 
 KU4736_PROJECTION: RECESSED 8 CENTIMETERS
 KU4736_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4736+STABILITY: POSITION/ELEVATION WELL
 KU4736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4736+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4736_ROD/PIPE-DEPTH: 20.6 meters
 KU4736_SLEEVE-DEPTH  : 1.52 meters
 KU4736
 KU4736  HISTORY     - Date     Condition        Report By
 KU4736  HISTORY     - 1989     MONUMENTED       SBAS
 KU4736  HISTORY     - 19910311 GOOD
 KU4736
 KU4736                          STATION DESCRIPTION
 KU4736
 KU4736'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4736'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 0.375 MILES
 KU4736'(0.603 KM) WEST OF THE CENTERLINE OF CHARLES PLACE AND 23 FEET
 KU4736'(7.0 M) NORTH OF THE CENTERLINE OF GARVIES POINT ROAD,IN THE GRASS
 KU4736'PORTION OF THE ISLAND AT THE ENTRANCE TO THE INDUSTRIAL BUILDING.
 KU4736'THE LOCATION TIES ARE 53.8 FEET (16.4 M) FROM THE NEW YORK TELEPHONE
 KU4736'UTILITY POLE, 61.6 FEET (18.8 M) FROM THE SEWER MANHOLE AND 1.9 FEET
 KU4736'(0.6 M) FROM THE FACE OF THE CURB ON THE NORTH SIDE OF GARVIES POINT
 KU4736'ROAD.
 KU4736
 KU4736                          STATION RECOVERY (1991)
 KU4736
 KU4736'RECOVERED 1991
 KU4736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4756 ***********************************************************************
 KU4756  DESIGNATION -  07E 21N AZ
 KU4756  PID         -  KU4756
 KU4756  STATE/COUNTY-  NY/NASSAU
 KU4756  USGS QUAD   -  SEA CLIFF (1979)
 KU4756
 KU4756                         *CURRENT SURVEY CONTROL
 KU4756  ___________________________________________________________________
 KU4756* NAD 83(1996)-  40 51 29.24665(N)    073 38 53.83345(W)     ADJUSTED  
 KU4756* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KU4756  ___________________________________________________________________
 KU4756  X           -   1,360,054.936 (meters)                     COMP
 KU4756  Y           -  -4,635,490.104 (meters)                     COMP
 KU4756  Z           -   4,150,501.376 (meters)                     COMP
 KU4756  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KU4756  ELLIP HEIGHT-         -27.63  (meters)          (12/03/02) GPS OBS
 KU4756  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU4756
 KU4756  HORZ ORDER  -  FIRST
 KU4756  ELLP ORDER  -  FOURTH    CLASS II
 KU4756
 KU4756.The horizontal coordinates were established by GPS observations
 KU4756.and adjusted by the National Geodetic Survey in January 1999..
 KU4756
 KU4756.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4756
 KU4756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4756
 KU4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4756
 KU4756.The ellipsoidal height was determined by GPS observations
 KU4756.and is referenced to NAD 83.
 KU4756
 KU4756.The geoid height was determined by GEOID03.
 KU4756
 KU4756;                    North         East     Units Scale Factor Converg.
 KU4756;SPC NY L     -    76,843.469   329,654.564   MT  0.99999491   +0 13 48.2
 KU4756;SPC NY L     -   252,110.61  1,081,541.68   sFT  0.99999491   +0 13 48.2
 KU4756;SPC NY E     -   225,142.614   221,805.668   MT  0.99996344   +0 33 25.9
 KU4756;SPC NY E     -   738,655.39    727,707.43   sFT  0.99996344   +0 33 25.9
 KU4756;UTM  18      - 4,523,886.910   613,926.088   MT  0.99975975   +0 53 03.7
 KU4756
 KU4756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4756!SPC NY L     -   1.00000433  x   0.99999491  =   0.99999924
 KU4756!SPC NY E     -   1.00000433  x   0.99996344  =   0.99996777
 KU4756!UTM  18      -   1.00000433  x   0.99975975  =   0.99976408
 KU4756
 KU4756|---------------------------------------------------------------------|
 KU4756| PID    Reference Object                     Distance      Geod. Az  |
 KU4756|                                                           dddmmss.s |
 KU4756| KU4736 07E 21N                             238.246 METERS 06847     |
 KU4756|---------------------------------------------------------------------|
 KU4756
 KU4756                          SUPERSEDED SURVEY CONTROL
 KU4756
 KU4756  ELLIP H (09/01/99)  -27.63   (m)                       GP(       ) 4 1
 KU4756  NAD 83(1996)-  40 51 29.24958(N)    073 38 53.83240(W) AD(       ) 1
 KU4756  NAD 83(1992)-  40 51 29.24947(N)    073 38 53.83222(W) AD(       ) 1
 KU4756  NAD 83(1986)-  40 51 29.25005(N)    073 38 53.83401(W) AD(       ) 1
 KU4756  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4756
 KU4756.Superseded values are not recommended for survey control.
 KU4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4756.See file dsdata.txt to determine how the superseded data were derived.
 KU4756
 KU4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1392623887(NAD 83)
 KU4756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4756_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4756_STAMPING: 07E21NAZ
 KU4756_MARK LOGO: NYDPW 
 KU4756_PROJECTION: RECESSED 8 CENTIMETERS
 KU4756_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4756+STABILITY: POSITION/ELEVATION WELL
 KU4756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4756+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4756_ROD/PIPE-DEPTH: 7.58 meters
 KU4756_SLEEVE-DEPTH  : 1.52 meters
 KU4756
 KU4756  HISTORY     - Date     Condition        Report By
 KU4756  HISTORY     - 1989     MONUMENTED       SBAS
 KU4756  HISTORY     - 19910311 GOOD
 KU4756
 KU4756                          STATION DESCRIPTION
 KU4756
 KU4756'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4756'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 0.525 MILES
 KU4756'(0.845 KM) WEST OF THE CENTERLINE OF CHARLES PLACE AND 23 FEET
 KU4756'(7.0 M) SOUTH OF THE CENTERLINE OF GARVIES POINT ROAD,IN THE GRASS
 KU4756'AREA ADJACENT TO THE CURB.
 KU4756'THE LOCATION TIES ARE 61.9 FEET (18.9 M) FROM THE OLD BLUE STONE
 KU4756'MONUMENT, 61.7 FROM THE HYDRANT AND 2.2 FEET (0.7 M) FROM THE FACE OF
 KU4756'THE CURB ON THE SOUTH SIDE OF GARVIES POINT ROAD.
 KU4756
 KU4756                          STATION RECOVERY (1991)
 KU4756
 KU4756'RECOVERED 1991
 KU4756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4737 ***********************************************************************
 KU4737  DESIGNATION -  07E 22N
 KU4737  PID         -  KU4737
 KU4737  STATE/COUNTY-  NY/NASSAU
 KU4737  USGS QUAD   -  MAMARONECK (1975)
 KU4737
 KU4737                         *CURRENT SURVEY CONTROL
 KU4737  ___________________________________________________________________
 KU4737* NAD 83(1996)-  40 52 32.59221(N)    073 39 04.54560(W)     ADJUSTED  
 KU4737* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 KU4737  ___________________________________________________________________
 KU4737  X           -   1,359,457.729 (meters)                     COMP
 KU4737  Y           -  -4,634,345.551 (meters)                     COMP
 KU4737  Z           -   4,151,989.612 (meters)                     COMP
 KU4737  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KU4737  ELLIP HEIGHT-         -11.55  (meters)          (12/03/02) GPS OBS
 KU4737  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4737
 KU4737  HORZ ORDER  -  FIRST
 KU4737  ELLP ORDER  -  FOURTH    CLASS II
 KU4737
 KU4737.The horizontal coordinates were established by GPS observations
 KU4737.and adjusted by the National Geodetic Survey in January 1999..
 KU4737
 KU4737.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4737
 KU4737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4737
 KU4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4737
 KU4737.The ellipsoidal height was determined by GPS observations
 KU4737.and is referenced to NAD 83.
 KU4737
 KU4737.The geoid height was determined by GEOID03.
 KU4737
 KU4737;                    North         East     Units Scale Factor Converg.
 KU4737;SPC NY L     -    78,796.499   329,395.899   MT  0.99999500   +0 13 41.2
 KU4737;SPC NY L     -   258,518.18  1,080,693.05   sFT  0.99999500   +0 13 41.2
 KU4737;SPC NY E     -   227,094.072   221,535.861   MT  0.99996297   +0 33 19.6
 KU4737;SPC NY E     -   745,057.80    726,822.24   sFT  0.99996297   +0 33 19.6
 KU4737;UTM  18      - 4,525,836.398   613,645.198   MT  0.99975896   +0 52 57.8
 KU4737
 KU4737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4737!SPC NY L     -   1.00000181  x   0.99999500  =   0.99999681
 KU4737!SPC NY E     -   1.00000181  x   0.99996297  =   0.99996478
 KU4737!UTM  18      -   1.00000181  x   0.99975896  =   0.99976077
 KU4737
 KU4737|---------------------------------------------------------------------|
 KU4737| PID    Reference Object                     Distance      Geod. Az  |
 KU4737|                                                           dddmmss.s |
 KU4737| KU4757 07E 22N AZ                          178.274 METERS 26508     |
 KU4737|---------------------------------------------------------------------|
 KU4737
 KU4737                          SUPERSEDED SURVEY CONTROL
 KU4737
 KU4737  ELLIP H (09/01/99)  -11.55   (m)                       GP(       ) 4 1
 KU4737  NAD 83(1996)-  40 52 32.59514(N)    073 39 04.54454(W) AD(       ) 1
 KU4737  NAD 83(1992)-  40 52 32.59502(N)    073 39 04.54435(W) AD(       ) 1
 KU4737  NAD 83(1986)-  40 52 32.59563(N)    073 39 04.54619(W) AD(       ) 1
 KU4737  NGVD 29 (03/24/92)   19.8    (m)           65.     (f) GPS OBS        
 KU4737
 KU4737.Superseded values are not recommended for survey control.
 KU4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4737.See file dsdata.txt to determine how the superseded data were derived.
 KU4737
 KU4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1364525836(NAD 83)
 KU4737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4737_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4737_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4737_STAMPING: 07E22N
 KU4737_MARK LOGO: NYDPW 
 KU4737_PROJECTION: RECESSED 8 CENTIMETERS
 KU4737_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4737+STABILITY: POSITION/ELEVATION WELL
 KU4737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4737+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4737_ROD/PIPE-DEPTH: 20.6 meters
 KU4737_SLEEVE-DEPTH  : 1.52 meters
 KU4737
 KU4737  HISTORY     - Date     Condition        Report By
 KU4737  HISTORY     - 1989     MONUMENTED       SBAS
 KU4737  HISTORY     - 19910311 GOOD
 KU4737
 KU4737                          STATION DESCRIPTION
 KU4737
 KU4737'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4737'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 627 FEET
 KU4737'(191.1 M) WEST OF THE CENTERLINE OF SEAWARD AVENUE AND 17 FEET
 KU4737'(5.2 M) NORTH OF THE CENTERLINE OF WHITNEY CIRCLE,IN THE GRASS AREA
 KU4737'ADJACENT TO THE CURB.
 KU4737'THE LOCATION TIES ARE 14.1 FEET (4.3 M) FROM THE HYDRANT, 43.2 FEET
 KU4737'(13.2 M) FROM THE UTILITY POLE NUMBER 19 AND 1.5 FEET (0.5 M) FROM
 KU4737'THE FACE OF THE CURB ON THE NORTH SIDE OF WHITNEY CIRCLE.
 KU4737
 KU4737                          STATION RECOVERY (1991)
 KU4737
 KU4737'RECOVERED 1991
 KU4737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4757 ***********************************************************************
 KU4757  DESIGNATION -  07E 22N AZ
 KU4757  PID         -  KU4757
 KU4757  STATE/COUNTY-  NY/NASSAU
 KU4757  USGS QUAD   -  MAMARONECK (1975)
 KU4757
 KU4757                         *CURRENT SURVEY CONTROL
 KU4757  ___________________________________________________________________
 KU4757* NAD 83(1996)-  40 52 32.10242(N)    073 39 12.13194(W)     ADJUSTED  
 KU4757* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 KU4757  ___________________________________________________________________
 KU4757  X           -   1,359,289.498 (meters)                     COMP
 KU4757  Y           -  -4,634,403.113 (meters)                     COMP
 KU4757  Z           -   4,151,976.454 (meters)                     COMP
 KU4757  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KU4757  ELLIP HEIGHT-         -14.20  (meters)          (12/03/02) GPS OBS
 KU4757  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4757
 KU4757  HORZ ORDER  -  FIRST
 KU4757  ELLP ORDER  -  FOURTH    CLASS II
 KU4757
 KU4757.The horizontal coordinates were established by GPS observations
 KU4757.and adjusted by the National Geodetic Survey in January 1999..
 KU4757
 KU4757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4757
 KU4757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4757
 KU4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4757
 KU4757.The ellipsoidal height was determined by GPS observations
 KU4757.and is referenced to NAD 83.
 KU4757
 KU4757.The geoid height was determined by GEOID03.
 KU4757
 KU4757;                    North         East     Units Scale Factor Converg.
 KU4757;SPC NY L     -    78,780.685   329,218.329   MT  0.99999500   +0 13 36.2
 KU4757;SPC NY L     -   258,466.30  1,080,110.47   sFT  0.99999500   +0 13 36.2
 KU4757;SPC NY E     -   227,077.245   221,358.390   MT  0.99996265   +0 33 14.7
 KU4757;SPC NY E     -   745,002.59    726,239.98   sFT  0.99996265   +0 33 14.7
 KU4757;UTM  18      - 4,525,818.561   613,467.862   MT  0.99975847   +0 52 52.9
 KU4757
 KU4757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4757!SPC NY L     -   1.00000223  x   0.99999500  =   0.99999723
 KU4757!SPC NY E     -   1.00000223  x   0.99996265  =   0.99996488
 KU4757!UTM  18      -   1.00000223  x   0.99975847  =   0.99976070
 KU4757
 KU4757|---------------------------------------------------------------------|
 KU4757| PID    Reference Object                     Distance      Geod. Az  |
 KU4757|                                                           dddmmss.s |
 KU4757| KU4737 07E 22N                             178.274 METERS 08508     |
 KU4757|---------------------------------------------------------------------|
 KU4757
 KU4757                          SUPERSEDED SURVEY CONTROL
 KU4757
 KU4757  ELLIP H (09/01/99)  -14.19   (m)                       GP(       ) 4 1
 KU4757  NAD 83(1996)-  40 52 32.10535(N)    073 39 12.13089(W) AD(       ) 1
 KU4757  NAD 83(1992)-  40 52 32.10523(N)    073 39 12.13070(W) AD(       ) 1
 KU4757  NAD 83(1986)-  40 52 32.10580(N)    073 39 12.13254(W) AD(       ) 1
 KU4757  NGVD 29 (03/24/92)   17.1    (m)           56.     (f) GPS OBS        
 KU4757
 KU4757.Superseded values are not recommended for survey control.
 KU4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4757.See file dsdata.txt to determine how the superseded data were derived.
 KU4757
 KU4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1346825819(NAD 83)
 KU4757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4757_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4757_STAMPING: 07E22NAZ
 KU4757_MARK LOGO: NYDPW 
 KU4757_PROJECTION: RECESSED 8 CENTIMETERS
 KU4757_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4757+STABILITY: POSITION/ELEVATION WELL
 KU4757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4757+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KU4757_ROD/PIPE-DEPTH: 20.6 meters
 KU4757_SLEEVE-DEPTH  : 1.52 meters
 KU4757
 KU4757  HISTORY     - Date     Condition        Report By
 KU4757  HISTORY     - 1989     MONUMENTED       SBAS
 KU4757  HISTORY     - 19910311 GOOD
 KU4757
 KU4757                          STATION DESCRIPTION
 KU4757
 KU4757'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4757'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 1187 FEET
 KU4757'(361.8 M) WEST OF THE CENTERLINE OF SEAWARD AVENUE AND 14 FEET
 KU4757'(4.3 M) SOUTH OF THE CENTERLINE OF WHITNEY CIRCLE,IN THE PAVED
 KU4757'ROADWAY.
 KU4757'THE LOCATION TIES ARE 47.3 FEET (14.4 M) FROM THE NEW YORK TELEPHONE
 KU4757'UTILITY POLE NUMBER 14, 45.5 FEET (13.9 M) FROM THE UTILITY POLE
 KU4757'NUMBER 15 AND 1.5 FEET (0.5 M) FROM THE FACE OF THE CURB ON THE SOUTH
 KU4757'SIDE OF WHITNEY CIRCLE.
 KU4757
 KU4757                          STATION RECOVERY (1991)
 KU4757
 KU4757'RECOVERED 1991
 KU4757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4556 ***********************************************************************
 KU4556  DESIGNATION -  08 E 16 N
 KU4556  PID         -  KU4556
 KU4556  STATE/COUNTY-  NY/NASSAU
 KU4556  USGS QUAD   -  SEA CLIFF (1979)
 KU4556
 KU4556                         *CURRENT SURVEY CONTROL
 KU4556  ___________________________________________________________________
 KU4556* NAD 83(1996)-  40 47 09.43738(N)    073 37 35.34047(W)     ADJUSTED  
 KU4556* NAVD 88     -        49.551  (meters)     162.57   (feet)  ADJUSTED  
 KU4556  ___________________________________________________________________
 KU4556  X           -   1,363,305.547 (meters)                     COMP
 KU4556  Y           -  -4,640,032.207 (meters)                     COMP
 KU4556  Z           -   4,144,466.544 (meters)                     COMP
 KU4556  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KU4556  ELLIP HEIGHT-          18.31  (meters)          (12/03/02) GPS OBS
 KU4556  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4556  DYNAMIC HT  -          49.531 (meters)     162.50  (feet)  COMP
 KU4556  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 KU4556
 KU4556  HORZ ORDER  -  FIRST
 KU4556  VERT ORDER  -  THIRD
 KU4556  ELLP ORDER  -  FOURTH    CLASS II
 KU4556
 KU4556.The horizontal coordinates were established by GPS observations
 KU4556.and adjusted by the National Geodetic Survey in January 1999..
 KU4556
 KU4556.The orthometric height was determined by differential leveling
 KU4556.and adjusted by the National Geodetic Survey in August 1995..
 KU4556
 KU4556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4556
 KU4556.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4556
 KU4556.The ellipsoidal height was determined by GPS observations
 KU4556.and is referenced to NAD 83.
 KU4556
 KU4556.The geoid height was determined by GEOID03.
 KU4556
 KU4556.The dynamic height is computed by dividing the NAVD 88
 KU4556.geopotential number by the normal gravity value computed on the
 KU4556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4556.degrees latitude (g = 980.6199 gals.).
 KU4556
 KU4556.The modeled gravity was interpolated from observed gravity values.
 KU4556
 KU4556;                    North         East     Units Scale Factor Converg.
 KU4556;SPC NY L     -    68,836.764   331,527.090   MT  0.99999552   +0 14 39.5
 KU4556;SPC NY L     -   225,841.95  1,087,685.13   sFT  0.99999552   +0 14 39.5
 KU4556;UTM  18      - 4,515,903.944   615,889.380   MT  0.99976531   +0 53 50.4
 KU4556
 KU4556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4556!SPC NY L     -   0.99999713  x   0.99999552  =   0.99999265
 KU4556!UTM  18      -   0.99999713  x   0.99976531  =   0.99976244
 KU4556
 KU4556|---------------------------------------------------------------------|
 KU4556| PID    Reference Object                     Distance      Geod. Az  |
 KU4556|                                                           dddmmss.s |
 KU4556| KU4791 08E 16N AZ                          334.991 METERS 35444     |
 KU4556|---------------------------------------------------------------------|
 KU4556
 KU4556                          SUPERSEDED SURVEY CONTROL
 KU4556
 KU4556  ELLIP H (09/01/99)   18.31   (m)                       GP(       ) 4 1
 KU4556  NAD 83(1996)-  40 47 09.44042(N)    073 37 35.33935(W) AD(       ) 1
 KU4556  NAD 83(1992)-  40 47 09.44029(N)    073 37 35.33915(W) AD(       ) 1
 KU4556  NAD 83(1986)-  40 47 09.44083(N)    073 37 35.34048(W) AD(       ) 1
 KU4556  NGVD 29 (03/24/92)   49.91   (m)          163.7    (f) LEVELING    3  
 KU4556
 KU4556.Superseded values are not recommended for survey control.
 KU4556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4556.See file dsdata.txt to determine how the superseded data were derived.
 KU4556
 KU4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1588915904(NAD 83)
 KU4556_MARKER: DD = SURVEY DISK
 KU4556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4556_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4556_STAMPING: 08E16N
 KU4556_MARK LOGO: NY-059
 KU4556_PROJECTION: RECESSED 8 CENTIMETERS
 KU4556_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4556+STABILITY: POSITION/ELEVATION WELL
 KU4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4556+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1990
 KU4556_ROD/PIPE-DEPTH: 20.6 meters
 KU4556_SLEEVE-DEPTH  : 1.52 meters
 KU4556
 KU4556  HISTORY     - Date     Condition        Report By
 KU4556  HISTORY     - 1989     MONUMENTED       SBAS
 KU4556  HISTORY     - 19900103 GOOD
 KU4556
 KU4556                          STATION DESCRIPTION
 KU4556
 KU4556'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4556'THE POINT IS LOCATED IN EAST HILLS, TOWN OF NORTH HEMPSTEAD, 13 FEET
 KU4556'(4.0 M) EAST OF THE CENTERLINE OF WESTWOOD CIRCLE AND 410 FEET (125.0
 KU4556'M) SOUTH OF THE CENTERLINE OF ANDOVER ROAD,IN THE GRASS AREA ADJACENT
 KU4556'TO THE CURB.  THE LOCATION TIES ARE 55.9 FEET (17.0 M) FROM THE NORTH
 KU4556'WEST CORNER OF HOUSE NUMBER 161, 51.8 FEET (15.8 M) FROM THE SOUTH
 KU4556'WEST CORNER OF HOUSE NUMBER 161 AND 30.5 FEET (9.3 M) FROM THE SOUTH
 KU4556'EAST CORNER OF THE STUCCO/BRICK LIGHT POST.
 KU4556
 KU4556                          STATION RECOVERY (1990)
 KU4556
 KU4556'RECOVERED 1990
 KU4556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2105 ***********************************************************************
 OF2105  DESIGNATION -  080 NYGS 1969
 OF2105  PID         -  OF2105
 OF2105  STATE/COUNTY-  NY/MONROE
 OF2105  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2105
 OF2105                         *CURRENT SURVEY CONTROL
 OF2105  ___________________________________________________________________
 OF2105* NAD 83(1996)-  43 02 55.70013(N)    077 41 36.92528(W)     ADJUSTED  
 OF2105* NAVD 88     -       190.88   (+/-2cm)     626.2    (feet)  VERTCON   
 OF2105  ___________________________________________________________________
 OF2105  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 OF2105  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OF2105
 OF2105  HORZ ORDER  -  SECOND
 OF2105  VERT ORDER  -  THIRD ? (See Below)
 OF2105
 OF2105.The horizontal coordinates were established by classical geodetic methods
 OF2105.and adjusted by the National Geodetic Survey in January 1999..
 OF2105
 OF2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2105.The vertical order pertains to the NGVD 29 superseded value.
 OF2105
 OF2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2105
 OF2105.The geoid height was determined by GEOID03.
 OF2105
 OF2105;                    North         East     Units Scale Factor Converg.
 OF2105;SPC NY W     -   338,975.881   422,488.728   MT  1.00000212   +0 36 26.6
 OF2105;SPC NY W     - 1,112,123.37  1,386,115.10   sFT  1.00000212   +0 36 26.6
 OF2105;UTM  18      - 4,769,756.083   280,618.111   MT  1.00019211   -1 50 22.0
 OF2105
 OF2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2105!SPC NY W     -   0.99997558  x   1.00000212  =   0.99997770
 OF2105!UTM  18      -   0.99997558  x   1.00019211  =   1.00016768
 OF2105
 OF2105                          SUPERSEDED SURVEY CONTROL
 OF2105
 OF2105  NAD 83(1986)-  43 02 55.70732(N)    077 41 36.92338(W) AD(       ) 2
 OF2105  NAD 27      -  43 02 55.48293(N)    077 41 37.91280(W) AD(       ) 2
 OF2105  NGVD 29 (07/19/86)  191.05   (m)          626.8    (f) LEVELING    3  
 OF2105
 OF2105.Superseded values are not recommended for survey control.
 OF2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2105.See file dsdata.txt to determine how the superseded data were derived.
 OF2105
 OF2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8061869756(NAD 83)
 OF2105_MARKER: DD = SURVEY DISK
 OF2105_SETTING: 0 = UNSPECIFIED SETTING
 OF2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2105
 OF2105  HISTORY     - Date     Condition        Report By
 OF2105  HISTORY     - 1936     MONUMENTED       NYGS
 OF2105  HISTORY     - 1977     GOOD             NY-055
 OF2105
 OF2105                          STATION DESCRIPTION
 OF2105
 OF2105'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2105'IN HENRIETTA, 20.5 FEET WEST OF EAST RIVER ROAD AT CENTER LINE OF
 OF2105'BROOKS ROAD EXTENDED (BRAG STREET), 61.6 FEET SOUTHEAST OF
 OF2105'SOUTHWEST CORNER OF THE CLARENCE SMITH HOUSE, AND 37.9 FEET SOUTH
 OF2105'OF SOUTHEAST CORNER OF HOUSE.  STATION IS A U.S.C. AND G.S. AND
 OF2105'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2105
 OF2105                          STATION RECOVERY (1977)
 OF2105
 OF2105'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2105'080 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2109 ***********************************************************************
 OF2109  DESIGNATION -  085 MCGS 1969
 OF2109  PID         -  OF2109
 OF2109  STATE/COUNTY-  NY/MONROE
 OF2109  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2109
 OF2109                         *CURRENT SURVEY CONTROL
 OF2109  ___________________________________________________________________
 OF2109* NAD 83(1996)-  43 05 32.41130(N)    077 40 47.22008(W)     ADJUSTED  
 OF2109* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 OF2109  ___________________________________________________________________
 OF2109  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 OF2109  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2109
 OF2109  HORZ ORDER  -  SECOND
 OF2109
 OF2109.The horizontal coordinates were established by classical geodetic methods
 OF2109.and adjusted by the National Geodetic Survey in January 1999..
 OF2109
 OF2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2109
 OF2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2109
 OF2109.The geoid height was determined by GEOID03.
 OF2109
 OF2109;                    North         East     Units Scale Factor Converg.
 OF2109;SPC NY W     -   343,823.662   423,561.530   MT  1.00000404   +0 37 02.3
 OF2109;SPC NY W     - 1,128,028.13  1,389,634.79   sFT  1.00000404   +0 37 02.3
 OF2109;UTM  18      - 4,774,554.513   281,897.217   MT  1.00018522   -1 49 53.3
 OF2109
 OF2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2109!SPC NY W     -   0.99998033  x   1.00000404  =   0.99998437
 OF2109!UTM  18      -   0.99998033  x   1.00018522  =   1.00016555
 OF2109
 OF2109                          SUPERSEDED SURVEY CONTROL
 OF2109
 OF2109  NAD 83(1986)-  43 05 32.41825(N)    077 40 47.21850(W) AD(       ) 2
 OF2109  NAD 27      -  43 05 32.19565(N)    077 40 48.20886(W) AD(       ) 2
 OF2109  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG       
 OF2109
 OF2109.Superseded values are not recommended for survey control.
 OF2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2109.See file dsdata.txt to determine how the superseded data were derived.
 OF2109
 OF2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8189774555(NAD 83)
 OF2109_MARKER: Z = SEE DESCRIPTION
 OF2109_SETTING: 0 = UNSPECIFIED SETTING
 OF2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2109
 OF2109  HISTORY     - Date     Condition        Report By
 OF2109  HISTORY     - 1969     MONUMENTED       NY-055
 OF2109  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2109
 OF2109                          STATION DESCRIPTION
 OF2109
 OF2109'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2109'NOTE--STATION HAS BEEN DESTROYED IN NEW CONSTRUCTION.
 OF2109
 OF2109                          STATION RECOVERY (1994)
 OF2109
 OF2109'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0829 ***********************************************************************
 NB0829  DESIGNATION -  089
 NB0829  PID         -  NB0829
 NB0829  STATE/COUNTY-  NY/YATES
 NB0829  USGS QUAD   -  PENN YAN (1976)
 NB0829
 NB0829                         *CURRENT SURVEY CONTROL
 NB0829  ___________________________________________________________________
 NB0829* NAD 83(1986)-  42 43 01.     (N)    077 04 00.     (W)     SCALED    
 NB0829* NAVD 88     -       335.011  (meters)    1099.12   (feet)  ADJUSTED  
 NB0829  ___________________________________________________________________
 NB0829  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NB0829  DYNAMIC HT  -         334.905 (meters)    1098.77  (feet)  COMP
 NB0829  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NB0829
 NB0829  VERT ORDER  -  SECOND    CLASS 0
 NB0829
 NB0829.The horizontal coordinates were scaled from a topographic map and have
 NB0829.an estimated accuracy of +/- 6 seconds.
 NB0829
 NB0829.The orthometric height was determined by differential leveling
 NB0829.and adjusted by the National Geodetic Survey in June 1991..
 NB0829
 NB0829.The geoid height was determined by GEOID03.
 NB0829
 NB0829.The dynamic height is computed by dividing the NAVD 88
 NB0829.geopotential number by the normal gravity value computed on the
 NB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0829.degrees latitude (g = 980.6199 gals.).
 NB0829
 NB0829.The modeled gravity was interpolated from observed gravity values.
 NB0829
 NB0829;                    North         East    Units  Estimated Accuracy
 NB0829;SPC NY C     -   301,840.      210,410.      MT  (+/- 180 meters Scaled)
 NB0829
 NB0829                          SUPERSEDED SURVEY CONTROL
 NB0829
 NB0829  NGVD 29 (??/??/92)  335.15   (m)         1099.6    (f) COMPUTED    2 0
 NB0829
 NB0829.Superseded values are not recommended for survey control.
 NB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0829.See file dsdata.txt to determine how the superseded data were derived.
 NB0829
 NB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN307314(NAD 83)
 NB0829_MARKER: DD = SURVEY DISK
 NB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0829_SP_SET: STONE FOUNDATION
 NB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0829+STABILITY: SURFACE MOTION
 NB0829
 NB0829  HISTORY     - Date     Condition        Report By
 NB0829  HISTORY     - UNK      MONUMENTED       USGS
 NB0829  HISTORY     - 1935     GOOD             NGS
 NB0829  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0829
 NB0829                          STATION DESCRIPTION
 NB0829
 NB0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0829'AT BENTON.
 NB0829'IS LOCATED IN THE NORTHEAST CORNER OF THE METHODIST CHURCH STONE
 NB0829'FOUNDATION. CHURCH IS LOCATED IN SOUTHWEST CORNER OF THE INTERSECTION
 NB0829'OF THE MAIN ROAD OF BENTON AND STATE HY. NO. 14 A. TABLET SET
 NB0829'VERTICALLY IN STONE FOUNDATION, 1.6 FT. ABOVE THE GROUND.
 NB0829
 NB0829                          STATION RECOVERY (1990)
 NB0829
 NB0829'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4758 ***********************************************************************
 KU4758  DESIGNATION -  08E 02N
 KU4758  PID         -  KU4758
 KU4758  STATE/COUNTY-  NY/NASSAU
 KU4758  USGS QUAD   -  LAWRENCE (1979)
 KU4758
 KU4758                         *CURRENT SURVEY CONTROL
 KU4758  ___________________________________________________________________
 KU4758* NAD 83(1996)-  40 35 18.43098(N)    073 37 44.95465(W)     ADJUSTED  
 KU4758* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4758  ___________________________________________________________________
 KU4758  X           -   1,367,108.910 (meters)                     COMP
 KU4758  Y           -  -4,653,779.015 (meters)                     COMP
 KU4758  Z           -   4,127,804.285 (meters)                     COMP
 KU4758  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KU4758  ELLIP HEIGHT-         -30.12  (meters)          (12/03/02) GPS OBS
 KU4758  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KU4758
 KU4758  HORZ ORDER  -  FIRST
 KU4758  ELLP ORDER  -  FOURTH    CLASS II
 KU4758
 KU4758.The horizontal coordinates were established by GPS observations
 KU4758.and adjusted by the National Geodetic Survey in January 1999..
 KU4758
 KU4758.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4758
 KU4758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4758
 KU4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4758
 KU4758.The ellipsoidal height was determined by GPS observations
 KU4758.and is referenced to NAD 83.
 KU4758
 KU4758.The geoid height was determined by GEOID03.
 KU4758
 KU4758;                    North         East     Units Scale Factor Converg.
 KU4758;SPC NY L     -    46,903.864   331,394.526   MT  1.00000527   +0 14 33.2
 KU4758;SPC NY L     -   153,883.76  1,087,250.21   sFT  1.00000527   +0 14 33.2
 KU4758;UTM  18      - 4,493,976.086   616,006.083   MT  0.99976565   +0 53 31.2
 KU4758
 KU4758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4758!SPC NY L     -   1.00000472  x   1.00000527  =   1.00000999
 KU4758!UTM  18      -   1.00000472  x   0.99976565  =   0.99977037
 KU4758
 KU4758|---------------------------------------------------------------------|
 KU4758| PID    Reference Object                     Distance      Geod. Az  |
 KU4758|                                                           dddmmss.s |
 KU4758| KU4779 08E 02N AZ                          221.429 METERS 35934     |
 KU4758|---------------------------------------------------------------------|
 KU4758
 KU4758                          SUPERSEDED SURVEY CONTROL
 KU4758
 KU4758  ELLIP H (09/01/99)  -30.12   (m)                       GP(       ) 4 1
 KU4758  NAD 83(1986)-  40 35 18.43465(N)    073 37 44.95315(W) AD(       ) 1
 KU4758  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU4758
 KU4758.Superseded values are not recommended for survey control.
 KU4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4758.See file dsdata.txt to determine how the superseded data were derived.
 KU4758
 KU4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1600693976(NAD 83)
 KU4758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4758_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4758_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4758_STAMPING: 08E02N
 KU4758_MARK LOGO: NYDPW 
 KU4758_PROJECTION: RECESSED 8 CENTIMETERS
 KU4758_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4758+STABILITY: POSITION/ELEVATION WELL
 KU4758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4758+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4758_ROD/PIPE-DEPTH: 20.6 meters
 KU4758_SLEEVE-DEPTH  : 1.52 meters
 KU4758
 KU4758  HISTORY     - Date     Condition        Report By
 KU4758  HISTORY     - 1989     MONUMENTED       SBAS
 KU4758
 KU4758                          STATION DESCRIPTION
 KU4758
 KU4758'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4758'THE POINT IS LOCATED IN LIDO BEACH, TOWN OF HEMPSTEAD, 236 FEET
 KU4758'(71.9 M) NORTH OF THE FLOW LINE OF LIDO BOULEVARD AND ON THE
 KU4758'CENTERLINE OF THE EXIT ROAD OF THE LONG BEACH SCHOOL DISTRICT
 KU4758'ADMINISTRATION BUILDING,IN THE PAVED ROADWAY.
 KU4758'THE LOCATION TIES ARE 39.5 FEET (12.0 M) FROM THE NORTH WEST CORNER OF
 KU4758'THE ADMINISTRATION BUILDING, 80.5 FEET (24.5 M) FROM THE LIGHT POLE
 KU4758'AND 58.3 FEET (17.8 M) FROM THE SOUTH EAST CORNER OF THE CHAIN LINK
 KU4758'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4779 ***********************************************************************
 KU4779  DESIGNATION -  08E 02N AZ
 KU4779  PID         -  KU4779
 KU4779  STATE/COUNTY-  NY/NASSAU
 KU4779  USGS QUAD   -  LAWRENCE (1979)
 KU4779
 KU4779                         *CURRENT SURVEY CONTROL
 KU4779  ___________________________________________________________________
 KU4779* NAD 83(1996)-  40 35 25.60928(N)    073 37 45.02669(W)     ADJUSTED  
 KU4779* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4779  ___________________________________________________________________
 KU4779  X           -   1,367,066.752 (meters)                     COMP
 KU4779  Y           -  -4,653,641.516 (meters)                     COMP
 KU4779  Z           -   4,127,972.651 (meters)                     COMP
 KU4779  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 KU4779  ELLIP HEIGHT-         -29.78  (meters)          (12/03/02) GPS OBS
 KU4779  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU4779
 KU4779  HORZ ORDER  -  FIRST
 KU4779  ELLP ORDER  -  FOURTH    CLASS II
 KU4779
 KU4779.The horizontal coordinates were established by GPS observations
 KU4779.and adjusted by the National Geodetic Survey in January 1999..
 KU4779
 KU4779.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4779
 KU4779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4779
 KU4779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4779
 KU4779.The ellipsoidal height was determined by GPS observations
 KU4779.and is referenced to NAD 83.
 KU4779
 KU4779.The geoid height was determined by GEOID03.
 KU4779
 KU4779;                    North         East     Units Scale Factor Converg.
 KU4779;SPC NY L     -    47,125.279   331,391.895   MT  1.00000511   +0 14 33.2
 KU4779;SPC NY L     -   154,610.19  1,087,241.58   sFT  1.00000511   +0 14 33.2
 KU4779;UTM  18      - 4,494,197.403   616,000.943   MT  0.99976563   +0 53 31.3
 KU4779
 KU4779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4779!SPC NY L     -   1.00000467  x   1.00000511  =   1.00000978
 KU4779!UTM  18      -   1.00000467  x   0.99976563  =   0.99977030
 KU4779
 KU4779|---------------------------------------------------------------------|
 KU4779| PID    Reference Object                     Distance      Geod. Az  |
 KU4779|                                                           dddmmss.s |
 KU4779| KU4758 08E 02N                             221.429 METERS 17934     |
 KU4779|---------------------------------------------------------------------|
 KU4779
 KU4779                          SUPERSEDED SURVEY CONTROL
 KU4779
 KU4779  ELLIP H (09/01/99)  -29.78   (m)                       GP(       ) 4 1
 KU4779  NAD 83(1986)-  40 35 25.61293(N)    073 37 45.02523(W) AD(       ) 1
 KU4779  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU4779
 KU4779.Superseded values are not recommended for survey control.
 KU4779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4779.See file dsdata.txt to determine how the superseded data were derived.
 KU4779
 KU4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1600194197(NAD 83)
 KU4779_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4779_STAMPING: 08E02NAZ
 KU4779_MARK LOGO: NYDPW 
 KU4779_PROJECTION: RECESSED 8 CENTIMETERS
 KU4779_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4779+STABILITY: POSITION/ELEVATION WELL
 KU4779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4779+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 KU4779_ROD/PIPE-DEPTH: 20.6 meters
 KU4779_SLEEVE-DEPTH  : 1.52 meters
 KU4779
 KU4779  HISTORY     - Date     Condition        Report By
 KU4779  HISTORY     - 1989     MONUMENTED       SBAS
 KU4779  HISTORY     - 19900413 GOOD
 KU4779
 KU4779                          STATION DESCRIPTION
 KU4779
 KU4779'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4779'THE POINT IS LOCATED IN LIDO BEACH, TOWN OF HEMPSTEAD, 960 FEET
 KU4779'(292.6 M) NORTH OF THE FLOW LINE OF LIDO BOULEVARD AND ON THE
 KU4779'CENTERLINE OF THE EXIT ROAD FROM THE LONG BEACH SCHOOL DISTRICT
 KU4779'ADMINISTRATION BUILDING,IN THE PAVED ROADWAY.
 KU4779'THE LOCATION TIES ARE 61.5 FEET (18.7 M) FROM THE NORTH EAST CORNER OF
 KU4779'THE CHAIN LINK FENCE, 51.4 FEET (15.7 M) FROM THE SOUTH EAST CORNER
 KU4779'OF THE CATCH BASIN GRATE AND 9.9 FEET (3.0 M) FROM THE FACE OF THE
 KU4779'CURB ON THE EAST SIDE OF THE ROAD.
 KU4779
 KU4779                          STATION RECOVERY (1990)
 KU4779
 KU4779'RECOVERED 1990
 KU4779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4759 ***********************************************************************
 KU4759  DESIGNATION -  08E 04N
 KU4759  PID         -  KU4759
 KU4759  STATE/COUNTY-  NY/NASSAU
 KU4759  USGS QUAD   -  LAWRENCE (1979)
 KU4759
 KU4759                         *CURRENT SURVEY CONTROL
 KU4759  ___________________________________________________________________
 KU4759* NAD 83(1996)-  40 36 48.94601(N)    073 37 46.34511(W)     ADJUSTED  
 KU4759* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU4759  ___________________________________________________________________
 KU4759  X           -   1,366,565.486 (meters)                     COMP
 KU4759  Y           -  -4,652,045.109 (meters)                     COMP
 KU4759  Z           -   4,129,924.368 (meters)                     COMP
 KU4759  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4759  ELLIP HEIGHT-         -29.80  (meters)          (12/03/02) GPS OBS
 KU4759  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU4759
 KU4759  HORZ ORDER  -  FIRST
 KU4759  ELLP ORDER  -  FOURTH    CLASS II
 KU4759
 KU4759.The horizontal coordinates were established by GPS observations
 KU4759.and adjusted by the National Geodetic Survey in January 1999..
 KU4759
 KU4759.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4759
 KU4759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4759
 KU4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4759
 KU4759.The ellipsoidal height was determined by GPS observations
 KU4759.and is referenced to NAD 83.
 KU4759
 KU4759.The geoid height was determined by GEOID03.
 KU4759
 KU4759;                    North         East     Units Scale Factor Converg.
 KU4759;SPC NY L     -    49,695.755   331,350.021   MT  1.00000338   +0 14 32.3
 KU4759;SPC NY L     -   163,043.49  1,087,104.19   sFT  1.00000338   +0 14 32.3
 KU4759;UTM  18      - 4,496,766.626   615,929.943   MT  0.99976543   +0 53 31.9
 KU4759
 KU4759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4759!SPC NY L     -   1.00000467  x   1.00000338  =   1.00000805
 KU4759!UTM  18      -   1.00000467  x   0.99976543  =   0.99977010
 KU4759
 KU4759|---------------------------------------------------------------------|
 KU4759| PID    Reference Object                     Distance      Geod. Az  |
 KU4759|                                                           dddmmss.s |
 KU4759| KU4780 08E 04N AZ                          289.383 METERS 35750     |
 KU4759|---------------------------------------------------------------------|
 KU4759
 KU4759                          SUPERSEDED SURVEY CONTROL
 KU4759
 KU4759  ELLIP H (09/01/99)  -29.80   (m)                       GP(       ) 4 1
 KU4759  NAD 83(1986)-  40 36 48.94964(N)    073 37 46.34383(W) AD(       ) 1
 KU4759  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU4759
 KU4759.Superseded values are not recommended for survey control.
 KU4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4759.See file dsdata.txt to determine how the superseded data were derived.
 KU4759
 KU4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1593096767(NAD 83)
 KU4759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4759_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4759_STAMPING: 08E04N
 KU4759_MARK LOGO: NYDPW 
 KU4759_PROJECTION: RECESSED 8 CENTIMETERS
 KU4759_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4759+STABILITY: POSITION/ELEVATION WELL
 KU4759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4759+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4759_ROD/PIPE-DEPTH: 20.6 meters
 KU4759_SLEEVE-DEPTH  : 1.52 meters
 KU4759
 KU4759  HISTORY     - Date     Condition        Report By
 KU4759  HISTORY     - 1989     MONUMENTED       SBAS
 KU4759
 KU4759                          STATION DESCRIPTION
 KU4759
 KU4759'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4759'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 115 FEET
 KU4759'(35.1 M) SOUTH OF THE CENTERLINE OF JEFFREY LANE AND 24 FEET (7.3 M)
 KU4759'EAST OF THE CENTERLINE OF CARREL BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4759'THE LOCATION TIES ARE 21.5 FEET (6.6 M) FROM THE BRICK WALL, 44.3 FEET
 KU4759'(13.5 M) FROM THE SOUTH EAST CORNER OF THE DRIVEWAY APRON AND 73.4
 KU4759'FEET (22.4 M) FROM THE HYDRANT ON THE WEST SIDE OF CARREL BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4780 ***********************************************************************
 KU4780  DESIGNATION -  08E 04N AZ
 KU4780  PID         -  KU4780
 KU4780  STATE/COUNTY-  NY/NASSAU
 KU4780  USGS QUAD   -  LAWRENCE (1979)
 KU4780
 KU4780                         *CURRENT SURVEY CONTROL
 KU4780  ___________________________________________________________________
 KU4780* NAD 83(1996)-  40 36 58.32079(N)    073 37 46.80989(W)     ADJUSTED  
 KU4780* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4780  ___________________________________________________________________
 KU4780  X           -   1,366,501.924 (meters)                     COMP
 KU4780  Y           -  -4,651,867.494 (meters)                     COMP
 KU4780  Z           -   4,130,143.810 (meters)                     COMP
 KU4780  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4780  ELLIP HEIGHT-         -29.91  (meters)          (12/03/02) GPS OBS
 KU4780  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU4780
 KU4780  HORZ ORDER  -  FIRST
 KU4780  ELLP ORDER  -  FOURTH    CLASS II
 KU4780
 KU4780.The horizontal coordinates were established by GPS observations
 KU4780.and adjusted by the National Geodetic Survey in January 1999..
 KU4780
 KU4780.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4780
 KU4780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4780
 KU4780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4780
 KU4780.The ellipsoidal height was determined by GPS observations
 KU4780.and is referenced to NAD 83.
 KU4780
 KU4780.The geoid height was determined by GEOID03.
 KU4780
 KU4780;                    North         East     Units Scale Factor Converg.
 KU4780;SPC NY L     -    49,984.883   331,337.873   MT  1.00000319   +0 14 32.0
 KU4780;SPC NY L     -   163,992.07  1,087,064.34   sFT  1.00000319   +0 14 32.0
 KU4780;UTM  18      - 4,497,055.530   615,914.520   MT  0.99976538   +0 53 31.8
 KU4780
 KU4780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4780!SPC NY L     -   1.00000469  x   1.00000319  =   1.00000788
 KU4780!UTM  18      -   1.00000469  x   0.99976538  =   0.99977007
 KU4780
 KU4780|---------------------------------------------------------------------|
 KU4780| PID    Reference Object                     Distance      Geod. Az  |
 KU4780|                                                           dddmmss.s |
 KU4780| KU4759 08E 04N                             289.383 METERS 17750     |
 KU4780|---------------------------------------------------------------------|
 KU4780
 KU4780                          SUPERSEDED SURVEY CONTROL
 KU4780
 KU4780  ELLIP H (09/01/99)  -29.91   (m)                       GP(       ) 4 1
 KU4780  NAD 83(1986)-  40 36 58.32438(N)    073 37 46.80867(W) AD(       ) 1
 KU4780  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4780
 KU4780.Superseded values are not recommended for survey control.
 KU4780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4780.See file dsdata.txt to determine how the superseded data were derived.
 KU4780
 KU4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1591597056(NAD 83)
 KU4780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4780_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4780_STAMPING: 08E04NAZ
 KU4780_MARK LOGO: NYDPW 
 KU4780_PROJECTION: RECESSED 8 CENTIMETERS
 KU4780_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4780+STABILITY: POSITION/ELEVATION WELL
 KU4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4780+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1990
 KU4780_ROD/PIPE-DEPTH: 20.0 meters
 KU4780_SLEEVE-DEPTH  : 1.52 meters
 KU4780
 KU4780  HISTORY     - Date     Condition        Report By
 KU4780  HISTORY     - 1989     MONUMENTED       SBAS
 KU4780  HISTORY     - 19900305 GOOD
 KU4780
 KU4780                          STATION DESCRIPTION
 KU4780
 KU4780'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4780'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 24 FEET (7.3 M)
 KU4780'EAST OF THE CENTERLINE OF CARREL BOULEVARD AND 836 FEET (254.8 M)
 KU4780'NORTH OF THE CENTERLINE OF JEFFREY LANE,IN THE CONCRETE SIDEWALK.
 KU4780'THE LOCATION TIES ARE 22.7 FEET (6.9 M) FROM THE SEWER MANHOLE, 14.4
 KU4780'FEET (4.4 M) FROM THE SOUTH EAST CORNER OF THE CONCRETE APRON OF
 KU4780'HOUSE NUMBER 3911 AND 2.0 FEET (0.6 M) FROM THE BACK OF THE WALK.
 KU4780
 KU4780                          STATION RECOVERY (1990)
 KU4780
 KU4780'RECOVERED 1990
 KU4780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4760 ***********************************************************************
 KU4760  DESIGNATION -  08E 05N
 KU4760  PID         -  KU4760
 KU4760  STATE/COUNTY-  NY/NASSAU
 KU4760  USGS QUAD   -  LAWRENCE (1979)
 KU4760
 KU4760                         *CURRENT SURVEY CONTROL
 KU4760  ___________________________________________________________________
 KU4760* NAD 83(1996)-  40 37 26.37363(N)    073 37 43.57211(W)     ADJUSTED  
 KU4760* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4760  ___________________________________________________________________
 KU4760  X           -   1,366,416.198 (meters)                     COMP
 KU4760  Y           -  -4,651,305.664 (meters)                     COMP
 KU4760  Z           -   4,130,800.750 (meters)                     COMP
 KU4760  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4760  ELLIP HEIGHT-         -29.72  (meters)          (12/03/02) GPS OBS
 KU4760  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU4760
 KU4760  HORZ ORDER  -  FIRST
 KU4760  ELLP ORDER  -  FOURTH    CLASS II
 KU4760
 KU4760.The horizontal coordinates were established by GPS observations
 KU4760.and adjusted by the National Geodetic Survey in January 1999..
 KU4760
 KU4760.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4760
 KU4760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4760
 KU4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4760
 KU4760.The ellipsoidal height was determined by GPS observations
 KU4760.and is referenced to NAD 83.
 KU4760
 KU4760.The geoid height was determined by GEOID03.
 KU4760
 KU4760;                    North         East     Units Scale Factor Converg.
 KU4760;SPC NY L     -    50,850.526   331,410.312   MT  1.00000265   +0 14 34.1
 KU4760;SPC NY L     -   166,832.10  1,087,302.00   sFT  1.00000265   +0 14 34.1
 KU4760;UTM  18      - 4,497,921.732   615,977.119   MT  0.99976556   +0 53 34.4
 KU4760
 KU4760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4760!SPC NY L     -   1.00000466  x   1.00000265  =   1.00000731
 KU4760!UTM  18      -   1.00000466  x   0.99976556  =   0.99977022
 KU4760
 KU4760|---------------------------------------------------------------------|
 KU4760| PID    Reference Object                     Distance      Geod. Az  |
 KU4760|                                                           dddmmss.s |
 KU4760| KU4781 08E 05N AZ                          197.154 METERS 14113     |
 KU4760| KU4759 08E 04N                             APPROX. 1.2 KM 1831353.6 |
 KU4760|---------------------------------------------------------------------|
 KU4760
 KU4760                          SUPERSEDED SURVEY CONTROL
 KU4760
 KU4760  ELLIP H (09/01/99)  -29.72   (m)                       GP(       ) 4 1
 KU4760  NAD 83(1986)-  40 37 26.37725(N)    073 37 43.57092(W) AD(       ) 1
 KU4760  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU4760
 KU4760.Superseded values are not recommended for survey control.
 KU4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4760.See file dsdata.txt to determine how the superseded data were derived.
 KU4760
 KU4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1597797922(NAD 83)
 KU4760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4760_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4760_STAMPING: 08E05N
 KU4760_MARK LOGO: NYDPW 
 KU4760_PROJECTION: RECESSED 8 CENTIMETERS
 KU4760_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4760+STABILITY: POSITION/ELEVATION WELL
 KU4760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4760+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991
 KU4760_ROD/PIPE-DEPTH: 20.6 meters
 KU4760_SLEEVE-DEPTH  : 1.52 meters
 KU4760
 KU4760  HISTORY     - Date     Condition        Report By
 KU4760  HISTORY     - 1989     MONUMENTED       SBAS
 KU4760  HISTORY     - 19910524 GOOD
 KU4760
 KU4760                          STATION DESCRIPTION
 KU4760
 KU4760'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4760'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 25 FEET (7.6 M)
 KU4760'WEST OF THE CENTERLINE OF MAHLON BROWER DRIVE AND 129 FEET (39.3 M)
 KU4760'SOUTH OF THE CENTERLINE OF LORRIE DRIVE,IN THE CONCRETE SIDEWALK.
 KU4760'THE LOCATION TIES ARE 62.0 FEET (18.9 M) FROM THE DRAIN MANHOLE, 5.7
 KU4760'FEET (1.7 M) FROM THE FACE OF THE CURB AND 51.6 FEET (15.7 M) FROM
 KU4760'THE NORTH WEST CORNER OF THE WOOD FENCE.
 KU4760
 KU4760                          STATION RECOVERY (1991)
 KU4760
 KU4760'RECOVERED 1991
 KU4760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4781 ***********************************************************************
 KU4781  DESIGNATION -  08E 05N AZ
 KU4781  PID         -  KU4781
 KU4781  STATE/COUNTY-  NY/NASSAU
 KU4781  USGS QUAD   -  LAWRENCE (1979)
 KU4781
 KU4781                         *CURRENT SURVEY CONTROL
 KU4781  ___________________________________________________________________
 KU4781* NAD 83(1996)-  40 37 21.39078(N)    073 37 38.31875(W)     ADJUSTED  
 KU4781* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4781  ___________________________________________________________________
 KU4781  X           -   1,366,562.844 (meters)                     COMP
 KU4781  Y           -  -4,651,366.788 (meters)                     COMP
 KU4781  Z           -   4,130,684.011 (meters)                     COMP
 KU4781  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KU4781  ELLIP HEIGHT-         -29.84  (meters)          (12/03/02) GPS OBS
 KU4781  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU4781
 KU4781  HORZ ORDER  -  FIRST
 KU4781  ELLP ORDER  -  FOURTH    CLASS II
 KU4781
 KU4781.The horizontal coordinates were established by GPS observations
 KU4781.and adjusted by the National Geodetic Survey in January 1999..
 KU4781
 KU4781.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4781
 KU4781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4781
 KU4781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4781
 KU4781.The ellipsoidal height was determined by GPS observations
 KU4781.and is referenced to NAD 83.
 KU4781
 KU4781.The geoid height was determined by GEOID03.
 KU4781
 KU4781;                    North         East     Units Scale Factor Converg.
 KU4781;SPC NY L     -    50,697.349   331,534.436   MT  1.00000274   +0 14 37.6
 KU4781;SPC NY L     -   166,329.55  1,087,709.23   sFT  1.00000274   +0 14 37.6
 KU4781;UTM  18      - 4,497,770.009   616,102.943   MT  0.99976592   +0 53 37.8
 KU4781
 KU4781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4781!SPC NY L     -   1.00000468  x   1.00000274  =   1.00000742
 KU4781!UTM  18      -   1.00000468  x   0.99976592  =   0.99977060
 KU4781
 KU4781|---------------------------------------------------------------------|
 KU4781| PID    Reference Object                     Distance      Geod. Az  |
 KU4781|                                                           dddmmss.s |
 KU4781| KU4760 08E 05N                             197.154 METERS 32113     |
 KU4781|---------------------------------------------------------------------|
 KU4781
 KU4781                          SUPERSEDED SURVEY CONTROL
 KU4781
 KU4781  ELLIP H (09/01/99)  -29.84   (m)                       GP(       ) 4 1
 KU4781  NAD 83(1986)-  40 37 21.39444(N)    073 37 38.31758(W) AD(       ) 1
 KU4781  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4781
 KU4781.Superseded values are not recommended for survey control.
 KU4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4781.See file dsdata.txt to determine how the superseded data were derived.
 KU4781
 KU4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1610397770(NAD 83)
 KU4781_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4781_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4781_STAMPING: 08E05NAZ
 KU4781_MARK LOGO: NYDPW 
 KU4781_PROJECTION: RECESSED 8 CENTIMETERS
 KU4781_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4781+STABILITY: POSITION/ELEVATION WELL
 KU4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4781+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1991
 KU4781_ROD/PIPE-DEPTH: 18.5 meters
 KU4781_SLEEVE-DEPTH  : 1.52 meters
 KU4781
 KU4781  HISTORY     - Date     Condition        Report By
 KU4781  HISTORY     - 1989     MONUMENTED       SBAS
 KU4781  HISTORY     - 19910521 GOOD
 KU4781
 KU4781                          STATION DESCRIPTION
 KU4781
 KU4781'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4781'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 24 FEET (7.3 M)
 KU4781'WEST OF THE CENTERLINE OF MAHLON BROWER DRIVE AND 240 FEET (73.2 M)
 KU4781'SOUTH OF THE CENTERLINE OF CATHY COURT,IN THE CONCRETE SIDEWALK.
 KU4781'THE LOCATION TIES ARE 90.5 FEET (27.6 M) FROM THE HYDRANT ON THE EAST
 KU4781'SIDE OF MAHLON BROWER DRIVE, 5.2 FEET (1.6 M) FROM THE FACE OF THE
 KU4781'CURB AND 42.3 FEET (12.9 M) FROM THE MANHOLE.
 KU4781
 KU4781                          STATION RECOVERY (1991)
 KU4781
 KU4781'RECOVERED 1991
 KU4781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4761 ***********************************************************************
 KU4761  DESIGNATION -  08E 06N
 KU4761  PID         -  KU4761
 KU4761  STATE/COUNTY-  NY/NASSAU
 KU4761  USGS QUAD   -  LYNBROOK (1969)
 KU4761
 KU4761                         *CURRENT SURVEY CONTROL
 KU4761  ___________________________________________________________________
 KU4761* NAD 83(1996)-  40 38 36.52603(N)    073 37 49.01572(W)     ADJUSTED  
 KU4761* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 KU4761  ___________________________________________________________________
 KU4761  X           -   1,365,896.846 (meters)                     COMP
 KU4761  Y           -  -4,649,991.570 (meters)                     COMP
 KU4761  Z           -   4,132,444.653 (meters)                     COMP
 KU4761  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 KU4761  ELLIP HEIGHT-         -27.08  (meters)          (12/03/02) GPS OBS
 KU4761  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU4761
 KU4761  HORZ ORDER  -  FIRST
 KU4761  ELLP ORDER  -  FOURTH    CLASS II
 KU4761
 KU4761.The horizontal coordinates were established by GPS observations
 KU4761.and adjusted by the National Geodetic Survey in January 1999..
 KU4761
 KU4761.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4761
 KU4761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4761
 KU4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4761
 KU4761.The ellipsoidal height was determined by GPS observations
 KU4761.and is referenced to NAD 83.
 KU4761
 KU4761.The geoid height was determined by GEOID03.
 KU4761
 KU4761;                    North         East     Units Scale Factor Converg.
 KU4761;SPC NY L     -    53,013.915   331,273.238   MT  1.00000137   +0 14 30.6
 KU4761;SPC NY L     -   173,929.82  1,086,852.28   sFT  1.00000137   +0 14 30.6
 KU4761;UTM  18      - 4,500,082.915   615,815.539   MT  0.99976510   +0 53 32.2
 KU4761
 KU4761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4761!SPC NY L     -   1.00000425  x   1.00000137  =   1.00000562
 KU4761!UTM  18      -   1.00000425  x   0.99976510  =   0.99976935
 KU4761
 KU4761|---------------------------------------------------------------------|
 KU4761| PID    Reference Object                     Distance      Geod. Az  |
 KU4761|                                                           dddmmss.s |
 KU4761| KU4782 08E 06N AZ                          301.159 METERS 27136     |
 KU4761|---------------------------------------------------------------------|
 KU4761
 KU4761                          SUPERSEDED SURVEY CONTROL
 KU4761
 KU4761  ELLIP H (09/01/99)  -27.08   (m)                       GP(       ) 4 1
 KU4761  NAD 83(1996)-  40 38 36.52956(N)    073 37 49.01452(W) AD(       ) 1
 KU4761  NAD 83(1992)-  40 38 36.52955(N)    073 37 49.01446(W) AD(       ) 1
 KU4761  NAD 83(1986)-  40 38 36.52967(N)    073 37 49.01475(W) AD(       ) 1
 KU4761  NGVD 29 (03/24/92)    5.0    (m)           16.     (f) GPS OBS        
 KU4761
 KU4761.Superseded values are not recommended for survey control.
 KU4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4761.See file dsdata.txt to determine how the superseded data were derived.
 KU4761
 KU4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1581600083(NAD 83)
 KU4761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4761_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4761_STAMPING: 08E06N
 KU4761_MARK LOGO: NYDPW 
 KU4761_PROJECTION: RECESSED 8 CENTIMETERS
 KU4761_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4761+STABILITY: POSITION/ELEVATION WELL
 KU4761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4761+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4761_ROD/PIPE-DEPTH: 20.6 meters
 KU4761_SLEEVE-DEPTH  : 1.52 meters
 KU4761
 KU4761  HISTORY     - Date     Condition        Report By
 KU4761  HISTORY     - 1989     MONUMENTED       SBAS
 KU4761
 KU4761                          STATION DESCRIPTION
 KU4761
 KU4761'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4761'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 220 FEET
 KU4761'(67.1 M) WEST OF THE CENTERLINE OF MORTON AVENUE AND 21 FEET (6.4 M)
 KU4761'NORTH OF THE CENTERLINE OF ELIZABETH AVENUE,IN THE CONCRETE SIDEWALK.
 KU4761'THE LOCATION TIES ARE 29.3 FEET (8.9 M) FROM THE SOUTH EAST CORNER OF
 KU4761'HOUSE NUMBER 263, 45.9 FEET (14.0 M) FROM THE SOUTH WEST CORNER OF
 KU4761'THE FRONT ENTRANCE TO HOUSE NUMBER 269 AND 49.8 FEET (15.2 M) FROM
 KU4761'THE SOUTH EAST CORNER OF THE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4782 ***********************************************************************
 KU4782  DESIGNATION -  08E 06N AZ
 KU4782  PID         -  KU4782
 KU4782  STATE/COUNTY-  NY/NASSAU
 KU4782  USGS QUAD   -  LYNBROOK (1969)
 KU4782
 KU4782                         *CURRENT SURVEY CONTROL
 KU4782  ___________________________________________________________________
 KU4782* NAD 83(1996)-  40 38 36.79772(N)    073 38 01.82804(W)     ADJUSTED  
 KU4782* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 KU4782  ___________________________________________________________________
 KU4782  X           -   1,365,606.313 (meters)                     COMP
 KU4782  Y           -  -4,650,070.643 (meters)                     COMP
 KU4782  Z           -   4,132,450.543 (meters)                     COMP
 KU4782  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 KU4782  ELLIP HEIGHT-         -27.80  (meters)          (12/03/02) GPS OBS
 KU4782  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU4782
 KU4782  HORZ ORDER  -  FIRST
 KU4782  ELLP ORDER  -  FOURTH    CLASS II
 KU4782
 KU4782.The horizontal coordinates were established by GPS observations
 KU4782.and adjusted by the National Geodetic Survey in January 1999..
 KU4782
 KU4782.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4782
 KU4782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4782
 KU4782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4782
 KU4782.The ellipsoidal height was determined by GPS observations
 KU4782.and is referenced to NAD 83.
 KU4782
 KU4782.The geoid height was determined by GEOID03.
 KU4782
 KU4782;                    North         East     Units Scale Factor Converg.
 KU4782;SPC NY L     -    53,021.031   330,972.162   MT  1.00000137   +0 14 22.2
 KU4782;SPC NY L     -   173,953.17  1,085,864.50   sFT  1.00000137   +0 14 22.2
 KU4782;UTM  18      - 4,500,086.612   615,514.474   MT  0.99976424   +0 53 23.8
 KU4782
 KU4782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4782!SPC NY L     -   1.00000436  x   1.00000137  =   1.00000573
 KU4782!UTM  18      -   1.00000436  x   0.99976424  =   0.99976860
 KU4782
 KU4782|---------------------------------------------------------------------|
 KU4782| PID    Reference Object                     Distance      Geod. Az  |
 KU4782|                                                           dddmmss.s |
 KU4782| KU4761 08E 06N                             301.159 METERS 09136     |
 KU4782|---------------------------------------------------------------------|
 KU4782
 KU4782                          SUPERSEDED SURVEY CONTROL
 KU4782
 KU4782  ELLIP H (09/01/99)  -27.80   (m)                       GP(       ) 4 1
 KU4782  NAD 83(1996)-  40 38 36.80120(N)    073 38 01.82678(W) AD(       ) 1
 KU4782  NAD 83(1992)-  40 38 36.80116(N)    073 38 01.82668(W) AD(       ) 1
 KU4782  NAD 83(1986)-  40 38 36.80131(N)    073 38 01.82710(W) AD(       ) 1
 KU4782  NGVD 29 (03/24/92)    4.3    (m)           14.     (f) GPS OBS        
 KU4782
 KU4782.Superseded values are not recommended for survey control.
 KU4782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4782.See file dsdata.txt to determine how the superseded data were derived.
 KU4782
 KU4782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1551400087(NAD 83)
 KU4782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4782_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4782_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4782_STAMPING: 08E06NAZ
 KU4782_MARK LOGO: NYDPW 
 KU4782_PROJECTION: RECESSED 8 CENTIMETERS
 KU4782_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4782+STABILITY: POSITION/ELEVATION WELL
 KU4782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4782+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 KU4782_ROD/PIPE-DEPTH: 20.6 meters
 KU4782_SLEEVE-DEPTH  : 1.52 meters
 KU4782
 KU4782  HISTORY     - Date     Condition        Report By
 KU4782  HISTORY     - 1989     MONUMENTED       SBAS
 KU4782  HISTORY     - 19900321 GOOD
 KU4782
 KU4782                          STATION DESCRIPTION
 KU4782
 KU4782'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4782'THE POINT IS LOCATED IN OCEANSIDE, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU4782'NORTH OF THE CENTERLINE OF ELIZABETH AVENUE AND 58 FEET (17.7 M) EAST
 KU4782'OF THE CENTERLINE OF OCEAN ROAD,IN THE CONCRETE SIDEWALK.
 KU4782'THE LOCATION TIES ARE 38.0 FEET (11.6 M) FROM THE CENTER OF THE
 KU4782'WESTERLY DRAIN IN THE PARKING LOT, 20.0 FEET (6.1 M) FROM THE CENTER
 KU4782'OF THE EASTERLY DRAIN IN THE PARKING LOT AND 45.8 FEET (14.0 M) FROM
 KU4782'THE CENTER OF THE MANHOLE ON THE SOUTH SIDE OF ELIZABETH AVENUE.
 KU4782
 KU4782                          STATION RECOVERY (1990)
 KU4782
 KU4782'RECOVERED 1990
 KU4782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4762 ***********************************************************************
 KU4762  DESIGNATION -  08E 07N
 KU4762  PID         -  KU4762
 KU4762  STATE/COUNTY-  NY/NASSAU
 KU4762  USGS QUAD   -  LYNBROOK (1969)
 KU4762
 KU4762                         *CURRENT SURVEY CONTROL
 KU4762  ___________________________________________________________________
 KU4762* NAD 83(1996)-  40 39 25.16232(N)    073 37 53.62033(W)     ADJUSTED  
 KU4762* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 KU4762  ___________________________________________________________________
 KU4762  X           -   1,365,518.226 (meters)                     COMP
 KU4762  Y           -  -4,649,086.417 (meters)                     COMP
 KU4762  Z           -   4,133,584.744 (meters)                     COMP
 KU4762  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4762  ELLIP HEIGHT-         -24.24  (meters)          (12/03/02) GPS OBS
 KU4762  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4762
 KU4762  HORZ ORDER  -  FIRST
 KU4762  ELLP ORDER  -  FOURTH    CLASS II
 KU4762
 KU4762.The horizontal coordinates were established by GPS observations
 KU4762.and adjusted by the National Geodetic Survey in January 1999..
 KU4762
 KU4762.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4762
 KU4762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4762
 KU4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4762
 KU4762.The ellipsoidal height was determined by GPS observations
 KU4762.and is referenced to NAD 83.
 KU4762
 KU4762.The geoid height was determined by GEOID03.
 KU4762
 KU4762;                    North         East     Units Scale Factor Converg.
 KU4762;SPC NY L     -    54,513.703   331,158.737   MT  1.00000055   +0 14 27.6
 KU4762;SPC NY L     -   178,850.37  1,086,476.62   sFT  1.00000055   +0 14 27.6
 KU4762;UTM  18      - 4,501,580.953   615,684.048   MT  0.99976473   +0 53 30.0
 KU4762
 KU4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4762!SPC NY L     -   1.00000380  x   1.00000055  =   1.00000435
 KU4762!UTM  18      -   1.00000380  x   0.99976473  =   0.99976853
 KU4762
 KU4762:                Primary Azimuth Mark                     Grid Az
 KU4762:SPC NY L     -  08E 06N                                  175 38 03.2
 KU4762:UTM  18      -  08E 06N                                  174 59 00.8
 KU4762
 KU4762|---------------------------------------------------------------------|
 KU4762| PID    Reference Object                     Distance      Geod. Az  |
 KU4762|                                                           dddmmss.s |
 KU4762| KU4761 08E 06N                             APPROX. 1.5 KM 1755230.8 |
 KU4762| KU4783 08E 07N AZ                          213.719 METERS 27327     |
 KU4762|---------------------------------------------------------------------|
 KU4762
 KU4762                          SUPERSEDED SURVEY CONTROL
 KU4762
 KU4762  ELLIP H (09/01/99)  -24.24   (m)                       GP(       ) 4 1
 KU4762  NAD 83(1996)-  40 39 25.16570(N)    073 37 53.61921(W) AD(       ) 1
 KU4762  NAD 83(1992)-  40 39 25.16565(N)    073 37 53.61911(W) AD(       ) 1
 KU4762  NAD 83(1986)-  40 39 25.16584(N)    073 37 53.61964(W) AD(       ) 1
 KU4762  NGVD 29 (03/24/92)    7.8    (m)           26.     (f) GPS OBS        
 KU4762
 KU4762.Superseded values are not recommended for survey control.
 KU4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4762.See file dsdata.txt to determine how the superseded data were derived.
 KU4762
 KU4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1568401581(NAD 83)
 KU4762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4762_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4762_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4762_STAMPING: 08E07N
 KU4762_MARK LOGO: NYDPW 
 KU4762_PROJECTION: RECESSED 8 CENTIMETERS
 KU4762_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4762+STABILITY: POSITION/ELEVATION WELL
 KU4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4762+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 KU4762_ROD/PIPE-DEPTH: 20.6 meters
 KU4762_SLEEVE-DEPTH  : 1.52 meters
 KU4762
 KU4762  HISTORY     - Date     Condition        Report By
 KU4762  HISTORY     - 1990     MONUMENTED       SBAS
 KU4762  HISTORY     - 19910129 GOOD
 KU4762
 KU4762                          STATION DESCRIPTION
 KU4762
 KU4762'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4762'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 33 FEET
 KU4762'(10.1 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SUNRISE
 KU4762'HIGHWAY AND 178 FEET (54.3 M) EAST OF THE CENTERLINE OF LONG BEACH
 KU4762'ROAD,IN THE CONCRETE SIDEWALK.
 KU4762'THE LOCATION TIES ARE 25.2 FEET (7.7 M) FROM THE NORTH WEST CORNER OF
 KU4762'THE TACO BELL BUILDING, 69.7 FEET (21.2 M) FROM THE CENTER OF THE
 KU4762'HYDRANT AND 7.2 FEET (2.2 M) FROM THE CENTER OF THE LIGHT POLE.
 KU4762
 KU4762                          STATION RECOVERY (1991)
 KU4762
 KU4762'RECOVERED 1991
 KU4762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4783 ***********************************************************************
 KU4783  DESIGNATION -  08E 07N AZ
 KU4783  PID         -  KU4783
 KU4783  STATE/COUNTY-  NY/NASSAU
 KU4783  USGS QUAD   -  LYNBROOK (1969)
 KU4783
 KU4783                         *CURRENT SURVEY CONTROL
 KU4783  ___________________________________________________________________
 KU4783* NAD 83(1996)-  40 39 25.57828(N)    073 38 02.70160(W)     ADJUSTED  
 KU4783* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 KU4783  ___________________________________________________________________
 KU4783  X           -   1,365,311.281 (meters)                     COMP
 KU4783  Y           -  -4,649,138.847 (meters)                     COMP
 KU4783  Z           -   4,133,594.777 (meters)                     COMP
 KU4783  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KU4783  ELLIP HEIGHT-         -23.78  (meters)          (12/03/02) GPS OBS
 KU4783  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU4783
 KU4783  HORZ ORDER  -  FIRST
 KU4783  ELLP ORDER  -  FOURTH    CLASS II
 KU4783
 KU4783.The horizontal coordinates were established by GPS observations
 KU4783.and adjusted by the National Geodetic Survey in January 1999..
 KU4783
 KU4783.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4783
 KU4783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4783
 KU4783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4783
 KU4783.The ellipsoidal height was determined by GPS observations
 KU4783.and is referenced to NAD 83.
 KU4783
 KU4783.The geoid height was determined by GEOID03.
 KU4783
 KU4783;                    North         East     Units Scale Factor Converg.
 KU4783;SPC NY L     -    54,525.640   330,945.351   MT  1.00000055   +0 14 21.6
 KU4783;SPC NY L     -   178,889.54  1,085,776.54   sFT  1.00000055   +0 14 21.6
 KU4783;UTM  18      - 4,501,590.463   615,470.591   MT  0.99976412   +0 53 24.1
 KU4783
 KU4783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4783!SPC NY L     -   1.00000373  x   1.00000055  =   1.00000428
 KU4783!UTM  18      -   1.00000373  x   0.99976412  =   0.99976785
 KU4783
 KU4783:                Primary Azimuth Mark                     Grid Az
 KU4783:SPC NY L     -  08E 08N                                  007 02 34.3
 KU4783:UTM  18      -  08E 08N                                  006 23 31.8
 KU4783
 KU4783|---------------------------------------------------------------------|
 KU4783| PID    Reference Object                     Distance      Geod. Az  |
 KU4783|                                                           dddmmss.s |
 KU4783| KU4763 08E 08N                             APPROX. 1.5 KM 0071655.9 |
 KU4783|---------------------------------------------------------------------|
 KU4783
 KU4783                          SUPERSEDED SURVEY CONTROL
 KU4783
 KU4783  ELLIP H (09/01/99)  -23.78   (m)                       GP(       ) 4 1
 KU4783  NAD 83(1996)-  40 39 25.58160(N)    073 38 02.70044(W) AD(       ) 1
 KU4783  NAD 83(1992)-  40 39 25.58155(N)    073 38 02.70028(W) AD(       ) 1
 KU4783  NAD 83(1986)-  40 39 25.58175(N)    073 38 02.70100(W) AD(       ) 1
 KU4783  NGVD 29 (03/24/92)    8.3    (m)           27.     (f) GPS OBS        
 KU4783
 KU4783.Superseded values are not recommended for survey control.
 KU4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4783.See file dsdata.txt to determine how the superseded data were derived.
 KU4783
 KU4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1547101590(NAD 83)
 KU4783_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4783_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4783_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4783_STAMPING: 08E07NAZ
 KU4783_MARK LOGO: NYDPW 
 KU4783_PROJECTION: RECESSED 8 CENTIMETERS
 KU4783_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4783+STABILITY: POSITION/ELEVATION WELL
 KU4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4783+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1991
 KU4783_ROD/PIPE-DEPTH: 20.6 meters
 KU4783_SLEEVE-DEPTH  : 1.52 meters
 KU4783
 KU4783  HISTORY     - Date     Condition        Report By
 KU4783  HISTORY     - 1990     MONUMENTED       SBAS
 KU4783  HISTORY     - 19910304 GOOD
 KU4783
 KU4783                          STATION DESCRIPTION
 KU4783
 KU4783'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4783'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 31 FEET
 KU4783'(9.4 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SUNRISE
 KU4783'HIGHWAY AND 59 FEET (18.0 M) EAST OF THE CENTERLINE OF MONTAUK
 KU4783'AVENUE,IN THE CONCRETE SIDEWALK.
 KU4783'THE LOCATION TIES ARE 23.7 FEET (7.2 M) FROM THE CENTER OF THE
 KU4783'HYDRANT, 16.6 FEET (5.1 M) FROM THE CENTER OF THE LIGHT POLE AND 19.4
 KU4783'FEET (5.9 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4783
 KU4783                          STATION RECOVERY (1991)
 KU4783
 KU4783'RECOVERED 1991
 KU4783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4763 ***********************************************************************
 KU4763  DESIGNATION -  08E 08N
 KU4763  PID         -  KU4763
 KU4763  STATE/COUNTY-  NY/NASSAU
 KU4763  USGS QUAD   -  LYNBROOK (1969)
 KU4763
 KU4763                         *CURRENT SURVEY CONTROL
 KU4763  ___________________________________________________________________
 KU4763* NAD 83(1996)-  40 40 15.14823(N)    073 37 54.38225(W)     ADJUSTED  
 KU4763* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 KU4763  ___________________________________________________________________
 KU4763  X           -   1,365,218.630 (meters)                     COMP
 KU4763  Y           -  -4,648,129.903 (meters)                     COMP
 KU4763  Z           -   4,134,756.522 (meters)                     COMP
 KU4763  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 KU4763  ELLIP HEIGHT-         -20.88  (meters)          (12/03/02) GPS OBS
 KU4763  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4763
 KU4763  HORZ ORDER  -  FIRST
 KU4763  ELLP ORDER  -  FOURTH    CLASS II
 KU4763
 KU4763.The horizontal coordinates were established by GPS observations
 KU4763.and adjusted by the National Geodetic Survey in January 1999..
 KU4763
 KU4763.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4763
 KU4763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4763
 KU4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4763
 KU4763.The ellipsoidal height was determined by GPS observations
 KU4763.and is referenced to NAD 83.
 KU4763
 KU4763.The geoid height was determined by GEOID03.
 KU4763
 KU4763;                    North         East     Units Scale Factor Converg.
 KU4763;SPC NY L     -    56,055.505   331,134.357   MT  0.99999977   +0 14 27.1
 KU4763;SPC NY L     -   183,908.77  1,086,396.64   sFT  0.99999977   +0 14 27.1
 KU4763;UTM  18      - 4,503,122.015   615,642.167   MT  0.99976461   +0 53 30.4
 KU4763
 KU4763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4763!SPC NY L     -   1.00000328  x   0.99999977  =   1.00000305
 KU4763!UTM  18      -   1.00000328  x   0.99976461  =   0.99976788
 KU4763
 KU4763:                Primary Azimuth Mark                     Grid Az
 KU4763:SPC NY L     -  08E 09N                                  355 11 21.4
 KU4763:UTM  18      -  08E 09N                                  354 32 18.1
 KU4763
 KU4763|---------------------------------------------------------------------|
 KU4763| PID    Reference Object                     Distance      Geod. Az  |
 KU4763|                                                           dddmmss.s |
 KU4763| KU4764 08E 09N                             APPROX. 1.5 KM 3552548.5 |
 KU4763|---------------------------------------------------------------------|
 KU4763
 KU4763                          SUPERSEDED SURVEY CONTROL
 KU4763
 KU4763  ELLIP H (09/01/99)  -20.88   (m)                       GP(       ) 4 1
 KU4763  NAD 83(1996)-  40 40 15.15148(N)    073 37 54.38106(W) AD(       ) 1
 KU4763  NAD 83(1992)-  40 40 15.15140(N)    073 37 54.38091(W) AD(       ) 1
 KU4763  NAD 83(1986)-  40 40 15.15170(N)    073 37 54.38165(W) AD(       ) 1
 KU4763  NGVD 29 (03/24/92)   11.1    (m)           36.     (f) GPS OBS        
 KU4763
 KU4763.Superseded values are not recommended for survey control.
 KU4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4763.See file dsdata.txt to determine how the superseded data were derived.
 KU4763
 KU4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1564203122(NAD 83)
 KU4763_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4763_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4763_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4763_STAMPING: 08E08N
 KU4763_MARK LOGO: NYDPW 
 KU4763_PROJECTION: RECESSED 8 CENTIMETERS
 KU4763_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4763+STABILITY: POSITION/ELEVATION WELL
 KU4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4763+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4763_ROD/PIPE-DEPTH: 20.6 meters
 KU4763_SLEEVE-DEPTH  : 1.52 meters
 KU4763
 KU4763  HISTORY     - Date     Condition        Report By
 KU4763  HISTORY     - 1989     MONUMENTED       SBAS
 KU4763
 KU4763                          STATION DESCRIPTION
 KU4763
 KU4763'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4763'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 124 FEET
 KU4763'(37.8 M) SOUTH OF THE CENTERLINE OF OXFORD ROAD AND 22 FEET (6.7 M)
 KU4763'EAST OF THE CENTERLINE OF PLYMOUTH ROAD,IN THE CONCRETE SIDEWALK.
 KU4763'THE LOCATION TIES ARE 46.1 FEET (14.1 M) FROM THE SOUTH WEST CORNER OF
 KU4763'THE FLORIDA ROOM OF HOUSE NUMBER 30, 88.0 FEET (26.8 M) FROM THE NEW
 KU4763'YORK TELEPHONE UTILITY POLE NUMBER 11 AND 40.1 FEET (12.2 M) FROM THE
 KU4763'UTILITY POLE NUMBER R12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4542 ***********************************************************************
 KU4542  DESIGNATION -  08E 08N AZ
 KU4542  PID         -  KU4542
 KU4542  STATE/COUNTY-  NY/NASSAU
 KU4542  USGS QUAD   -  LYNBROOK (1969)
 KU4542
 KU4542                         *CURRENT SURVEY CONTROL
 KU4542  ___________________________________________________________________
 KU4542* NAD 83(1996)-  40 40 05.90145(N)    073 37 59.52321(W)     ADJUSTED  
 KU4542* NAVD 88     -        10.41   (+/-2cm)      34.2    (feet)  VERTCON   
 KU4542  ___________________________________________________________________
 KU4542  X           -   1,365,155.079 (meters)                     COMP
 KU4542  Y           -  -4,648,342.010 (meters)                     COMP
 KU4542  Z           -   4,134,539.939 (meters)                     COMP
 KU4542  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 KU4542  ELLIP HEIGHT-         -21.25  (meters)          (12/03/02) GPS OBS
 KU4542  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU4542
 KU4542  HORZ ORDER  -  FIRST
 KU4542  VERT ORDER  -  THIRD (See Below)
 KU4542  ELLP ORDER  -  FOURTH    CLASS II
 KU4542
 KU4542.The horizontal coordinates were established by GPS observations
 KU4542.and adjusted by the National Geodetic Survey in January 1999..
 KU4542
 KU4542.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4542.The vertical order pertains to the NGVD 29 superseded value.
 KU4542
 KU4542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4542
 KU4542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4542
 KU4542.The ellipsoidal height was determined by GPS observations
 KU4542.and is referenced to NAD 83.
 KU4542
 KU4542.The geoid height was determined by GEOID03.
 KU4542
 KU4542;                    North         East     Units Scale Factor Converg.
 KU4542;SPC NY L     -    55,769.770   331,014.808   MT  0.99999991   +0 14 23.7
 KU4542;SPC NY L     -   182,971.32  1,086,004.42   sFT  0.99999991   +0 14 23.7
 KU4542;UTM  18      - 4,502,835.008   615,525.899   MT  0.99976427   +0 53 26.9
 KU4542
 KU4542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4542!SPC NY L     -   1.00000333  x   0.99999991  =   1.00000324
 KU4542!UTM  18      -   1.00000333  x   0.99976427  =   0.99976760
 KU4542
 KU4542|---------------------------------------------------------------------|
 KU4542| PID    Reference Object                     Distance      Geod. Az  |
 KU4542|                                                           dddmmss.s |
 KU4542| KU4763 08E 08N                             309.736 METERS 02257     |
 KU4542|---------------------------------------------------------------------|
 KU4542
 KU4542                          SUPERSEDED SURVEY CONTROL
 KU4542
 KU4542  ELLIP H (09/01/99)  -21.25   (m)                       GP(       ) 4 1
 KU4542  NAD 83(1996)-  40 40 05.90468(N)    073 37 59.52203(W) AD(       ) 1
 KU4542  NAD 83(1992)-  40 40 05.90460(N)    073 37 59.52186(W) AD(       ) 1
 KU4542  NAD 83(1986)-  40 40 05.90494(N)    073 37 59.52265(W) AD(       ) 1
 KU4542  NGVD 29 (??/??/??)   10.75   (m)           35.3    (f) N HEIGHT    3  
 KU4542
 KU4542.Superseded values are not recommended for survey control.
 KU4542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4542.See file dsdata.txt to determine how the superseded data were derived.
 KU4542
 KU4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1552602835(NAD 83)
 KU4542_MARKER: DD = SURVEY DISK
 KU4542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4542_STAMPING: 08E08NAZ
 KU4542_MARK LOGO: NY-059
 KU4542_PROJECTION: RECESSED 8 CENTIMETERS
 KU4542_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4542+STABILITY: POSITION/ELEVATION WELL
 KU4542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4542+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1990
 KU4542_ROD/PIPE-DEPTH: 20.6 meters
 KU4542_SLEEVE-DEPTH  : 1.52 meters
 KU4542
 KU4542  HISTORY     - Date     Condition        Report By
 KU4542  HISTORY     - 1989     MONUMENTED       SBAS
 KU4542  HISTORY     - 19900305 GOOD
 KU4542
 KU4542                          STATION DESCRIPTION
 KU4542
 KU4542'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4542'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 22 FEET
 KU4542'(6.7 M) SOUTH OF THE CENTERLINE OF PRINCETON ROAD AND 22 FEET (6.7 M)
 KU4542'EAST OF THE CENTERLINE OF PLYMOUTH ROAD,IN THE CONCRETE SIDEWALK.
 KU4542'THE LOCATION TIES ARE 31.7 FEET (9.7 M) FROM THE CENTER OF THE
 KU4542'NORTHERLY SEWER MANHOLE, 22.0 FEET (6.7 M) FROM THE CENTER OF THE
 KU4542'SOUTHERLY SEWER MANHOLE AND 38.3 FEET (11.7 M) FROM THE UTILITY POLE
 KU4542'NUMBER 15.
 KU4542
 KU4542                          STATION RECOVERY (1990)
 KU4542
 KU4542'RECOVERED 1990
 KU4542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4764 ***********************************************************************
 KU4764  DESIGNATION -  08E 09N
 KU4764  PID         -  KU4764
 KU4764  STATE/COUNTY-  NY/NASSAU
 KU4764  USGS QUAD   -  LYNBROOK (1969)
 KU4764
 KU4764                         *CURRENT SURVEY CONTROL
 KU4764  ___________________________________________________________________
 KU4764* NAD 83(1996)-  40 41 02.54959(N)    073 37 59.35920(W)     ADJUSTED  
 KU4764* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 KU4764  ___________________________________________________________________
 KU4764  X           -   1,364,838.366 (meters)                     COMP
 KU4764  Y           -  -4,647,249.937 (meters)                     COMP
 KU4764  Z           -   4,135,866.770 (meters)                     COMP
 KU4764  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KU4764  ELLIP HEIGHT-         -18.80  (meters)          (12/03/02) GPS OBS
 KU4764  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4764
 KU4764  HORZ ORDER  -  FIRST
 KU4764  ELLP ORDER  -  FOURTH    CLASS II
 KU4764
 KU4764.The horizontal coordinates were established by GPS observations
 KU4764.and adjusted by the National Geodetic Survey in January 1999..
 KU4764
 KU4764.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4764
 KU4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4764
 KU4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4764
 KU4764.The ellipsoidal height was determined by GPS observations
 KU4764.and is referenced to NAD 83.
 KU4764
 KU4764.The geoid height was determined by GEOID03.
 KU4764
 KU4764;                    North         East     Units Scale Factor Converg.
 KU4764;SPC NY L     -    57,517.171   331,011.342   MT  0.99999908   +0 14 23.8
 KU4764;SPC NY L     -   188,704.25  1,085,993.04   sFT  0.99999908   +0 14 23.8
 KU4764;UTM  18      - 4,504,581.845   615,502.584   MT  0.99976421   +0 53 28.1
 KU4764
 KU4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4764!SPC NY L     -   1.00000295  x   0.99999908  =   1.00000203
 KU4764!UTM  18      -   1.00000295  x   0.99976421  =   0.99976716
 KU4764
 KU4764:                Primary Azimuth Mark                     Grid Az
 KU4764:SPC NY L     -  08E 08N                                  175 11 21.4
 KU4764:UTM  18      -  08E 08N                                  174 32 17.1
 KU4764
 KU4764|---------------------------------------------------------------------|
 KU4764| PID    Reference Object                     Distance      Geod. Az  |
 KU4764|                                                           dddmmss.s |
 KU4764| KU4763 08E 08N                             APPROX. 1.5 KM 1752545.2 |
 KU4764| KU4784 08E 09N AZ                          209.648 METERS 28148     |
 KU4764|---------------------------------------------------------------------|
 KU4764
 KU4764                          SUPERSEDED SURVEY CONTROL
 KU4764
 KU4764  ELLIP H (09/01/99)  -18.80   (m)                       GP(       ) 4 1
 KU4764  NAD 83(1996)-  40 41 02.55283(N)    073 37 59.35801(W) AD(       ) 1
 KU4764  NAD 83(1992)-  40 41 02.55275(N)    073 37 59.35785(W) AD(       ) 1
 KU4764  NAD 83(1986)-  40 41 02.55307(N)    073 37 59.35853(W) AD(       ) 1
 KU4764  NGVD 29 (03/24/92)   13.2    (m)           43.     (f) GPS OBS        
 KU4764
 KU4764.Superseded values are not recommended for survey control.
 KU4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4764.See file dsdata.txt to determine how the superseded data were derived.
 KU4764
 KU4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1550304582(NAD 83)
 KU4764_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4764_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4764_STAMPING: 08E09N
 KU4764_MARK LOGO: NYDPW 
 KU4764_PROJECTION: RECESSED 8 CENTIMETERS
 KU4764_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4764+STABILITY: POSITION/ELEVATION WELL
 KU4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4764+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 KU4764_ROD/PIPE-DEPTH: 20.6 meters
 KU4764_SLEEVE-DEPTH  : 1.52 meters
 KU4764
 KU4764  HISTORY     - Date     Condition        Report By
 KU4764  HISTORY     - 1990     MONUMENTED       SBAS
 KU4764  HISTORY     - 19910402 GOOD
 KU4764
 KU4764                          STATION DESCRIPTION
 KU4764
 KU4764'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4764'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, 23 FEET
 KU4764'(7.0 M) SOUTH OF THE CENTERLINE OF ATKINSON ROAD AND 38 FEET
 KU4764'(11.6 M) WEST OF THE CENTERLINE OF BUCKMINSTER ROAD,IN THE CONCRETE
 KU4764'SIDEWALK.
 KU4764'THE LOCATION TIES ARE 6.7 FEET (2.0 M) FROM THE CENTER OF UTILITY POLE
 KU4764'NUMBER R14, 7.4 FEET (2.3 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU4764'35.3 FEET (10.8 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 14.
 KU4764
 KU4764                          STATION RECOVERY (1991)
 KU4764
 KU4764'RECOVERED 1991
 KU4764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4784 ***********************************************************************
 KU4784  DESIGNATION -  08E 09N AZ
 KU4784  PID         -  KU4784
 KU4784  STATE/COUNTY-  NY/NASSAU
 KU4784  USGS QUAD   -  LYNBROOK (1969)
 KU4784
 KU4784                         *CURRENT SURVEY CONTROL
 KU4784  ___________________________________________________________________
 KU4784* NAD 83(1996)-  40 41 03.94030(N)    073 38 08.09828(W)     ADJUSTED  
 KU4784* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 KU4784  ___________________________________________________________________
 KU4784  X           -   1,364,633.722 (meters)                     COMP
 KU4784  Y           -  -4,647,281.377 (meters)                     COMP
 KU4784  Z           -   4,135,899.705 (meters)                     COMP
 KU4784  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KU4784  ELLIP HEIGHT-         -18.18  (meters)          (12/03/02) GPS OBS
 KU4784  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4784
 KU4784  HORZ ORDER  -  FIRST
 KU4784  ELLP ORDER  -  FOURTH    CLASS II
 KU4784
 KU4784.The horizontal coordinates were established by GPS observations
 KU4784.and adjusted by the National Geodetic Survey in January 1999..
 KU4784
 KU4784.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4784
 KU4784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4784
 KU4784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4784
 KU4784.The ellipsoidal height was determined by GPS observations
 KU4784.and is referenced to NAD 83.
 KU4784
 KU4784.The geoid height was determined by GEOID03.
 KU4784
 KU4784;                    North         East     Units Scale Factor Converg.
 KU4784;SPC NY L     -    57,559.212   330,805.953   MT  0.99999906   +0 14 18.1
 KU4784;SPC NY L     -   188,842.18  1,085,319.20   sFT  0.99999906   +0 14 18.1
 KU4784;UTM  18      - 4,504,621.541   615,296.779   MT  0.99976362   +0 53 22.4
 KU4784
 KU4784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4784!SPC NY L     -   1.00000285  x   0.99999906  =   1.00000191
 KU4784!UTM  18      -   1.00000285  x   0.99976362  =   0.99976647
 KU4784
 KU4784|---------------------------------------------------------------------|
 KU4784| PID    Reference Object                     Distance      Geod. Az  |
 KU4784|                                                           dddmmss.s |
 KU4784| KU4764 08E 09N                             209.648 METERS 10148     |
 KU4784|---------------------------------------------------------------------|
 KU4784
 KU4784                          SUPERSEDED SURVEY CONTROL
 KU4784
 KU4784  ELLIP H (09/01/99)  -18.18   (m)                       GP(       ) 4 1
 KU4784  NAD 83(1996)-  40 41 03.94354(N)    073 38 08.09709(W) AD(       ) 1
 KU4784  NAD 83(1992)-  40 41 03.94345(N)    073 38 08.09694(W) AD(       ) 1
 KU4784  NAD 83(1986)-  40 41 03.94373(N)    073 38 08.09767(W) AD(       ) 1
 KU4784  NGVD 29 (03/24/92)   13.8    (m)           45.     (f) GPS OBS        
 KU4784
 KU4784.Superseded values are not recommended for survey control.
 KU4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4784.See file dsdata.txt to determine how the superseded data were derived.
 KU4784
 KU4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1529704622(NAD 83)
 KU4784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4784_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4784_STAMPING: 08E09NAZ
 KU4784_MARK LOGO: NYDPW 
 KU4784_PROJECTION: RECESSED 8 CENTIMETERS
 KU4784_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4784+STABILITY: POSITION/ELEVATION WELL
 KU4784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4784+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4784_ROD/PIPE-DEPTH: 20.6 meters
 KU4784_SLEEVE-DEPTH  : 1.52 meters
 KU4784
 KU4784  HISTORY     - Date     Condition        Report By
 KU4784  HISTORY     - 1990     MONUMENTED       SBAS
 KU4784  HISTORY     - 19910128 GOOD
 KU4784
 KU4784                          STATION DESCRIPTION
 KU4784
 KU4784'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4784'THE POINT IS LOCATED IN ROCKVILLE CENTRE, TOWN OF HEMPSTEAD, ON THE
 KU4784'EXTENDED CENTERLINE OF ATKINSON ROAD AND 20 FEET (6.1 M) EAST OF THE
 KU4784'CENTERLINE OF THE SOUTHBOUND LANES OF PENINSULA BOULEVARD,IN THE
 KU4784'GRASS AREA OF THE MEDIAN.
 KU4784'THE LOCATION TIES ARE 54.5 FEET (16.6 M) FROM THE CENTER OF THE LIGHT
 KU4784'POLE ON THE EAST SIDE OF PENINSULA BOULEVARD, 89.0 FEET (27.1 M) FROM
 KU4784'THE CENTER OF THE LIGHT POLE ON THE WEST SIDE OF PENINSULA BOULEVARD
 KU4784'AND 69.4 FEET (21.2 M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN.
 KU4784
 KU4784                          STATION RECOVERY (1991)
 KU4784
 KU4784'RECOVERED 1991
 KU4784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4765 ***********************************************************************
 KU4765  DESIGNATION -  08E 10N
 KU4765  PID         -  KU4765
 KU4765  STATE/COUNTY-  NY/NASSAU
 KU4765  USGS QUAD   -  LYNBROOK (1969)
 KU4765
 KU4765                         *CURRENT SURVEY CONTROL
 KU4765  ___________________________________________________________________
 KU4765* NAD 83(1996)-  40 41 58.84371(N)    073 37 42.27138(W)     ADJUSTED  
 KU4765* NAVD 88     -        12.2    (meters)      40.     (feet)  VERTCON   
 KU4765  ___________________________________________________________________
 KU4765  X           -   1,364,904.111 (meters)                     COMP
 KU4765  Y           -  -4,646,050.152 (meters)                     COMP
 KU4765  Z           -   4,137,183.025 (meters)                     COMP
 KU4765  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KU4765  ELLIP HEIGHT-         -19.40  (meters)          (12/03/02) GPS OBS
 KU4765  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU4765
 KU4765  HORZ ORDER  -  FIRST
 KU4765  ELLP ORDER  -  FOURTH    CLASS II
 KU4765
 KU4765.The horizontal coordinates were established by GPS observations
 KU4765.and adjusted by the National Geodetic Survey in January 1999..
 KU4765
 KU4765.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4765
 KU4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4765
 KU4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4765
 KU4765.The ellipsoidal height was determined by GPS observations
 KU4765.and is referenced to NAD 83.
 KU4765
 KU4765.The geoid height was determined by GEOID03.
 KU4765
 KU4765;                    North         East     Units Scale Factor Converg.
 KU4765;SPC NY L     -    59,255.329   331,405.230   MT  0.99999833   +0 14 35.0
 KU4765;SPC NY L     -   194,406.86  1,087,285.33   sFT  0.99999833   +0 14 35.0
 KU4765;UTM  18      - 4,506,323.962   615,876.601   MT  0.99976527   +0 53 40.2
 KU4765
 KU4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4765!SPC NY L     -   1.00000304  x   0.99999833  =   1.00000137
 KU4765!UTM  18      -   1.00000304  x   0.99976527  =   0.99976831
 KU4765
 KU4765:                Primary Azimuth Mark                     Grid Az
 KU4765:SPC NY L     -  08E 11N                                  345 31 42.1
 KU4765:UTM  18      -  08E 11N                                  344 52 36.9
 KU4765
 KU4765|---------------------------------------------------------------------|
 KU4765| PID    Reference Object                     Distance      Geod. Az  |
 KU4765|                                                           dddmmss.s |
 KU4765| KU4766 08E 11N                             APPROX. 1.6 KM 3454617.1 |
 KU4765|---------------------------------------------------------------------|
 KU4765
 KU4765                          SUPERSEDED SURVEY CONTROL
 KU4765
 KU4765  ELLIP H (09/01/99)  -19.40   (m)                       GP(       ) 4 1
 KU4765  NAD 83(1996)-  40 41 58.84693(N)    073 37 42.27019(W) AD(       ) 1
 KU4765  NAD 83(1992)-  40 41 58.84684(N)    073 37 42.27000(W) AD(       ) 1
 KU4765  NAD 83(1986)-  40 41 58.84723(N)    073 37 42.27098(W) AD(       ) 1
 KU4765  NGVD 29 (03/24/92)   12.5    (m)           41.     (f) GPS OBS        
 KU4765
 KU4765.Superseded values are not recommended for survey control.
 KU4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4765.See file dsdata.txt to determine how the superseded data were derived.
 KU4765
 KU4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1587706324(NAD 83)
 KU4765_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4765_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4765_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4765_STAMPING: 08E10N
 KU4765_MARK LOGO: NYDPW 
 KU4765_PROJECTION: RECESSED 8 CENTIMETERS
 KU4765_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4765+STABILITY: POSITION/ELEVATION WELL
 KU4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4765+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4765_ROD/PIPE-DEPTH: 20.6 meters
 KU4765_SLEEVE-DEPTH  : 1.52 meters
 KU4765
 KU4765  HISTORY     - Date     Condition        Report By
 KU4765  HISTORY     - 1989     MONUMENTED       SBAS
 KU4765
 KU4765                          STATION DESCRIPTION
 KU4765
 KU4765'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4765'THE POINT IS LOCATED IN HEMPSTEAD, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4765'EAST OF THE CENTERLINE OF THE SOUTHBOUND TRAVELED WAY OF PENINSULA
 KU4765'BOULEVARD AND 87 FEET (26.5 M) SOUTH OF THE CENTERLINE OF POLK
 KU4765'AVENUE,IN THE GRASS AREA OF THE MEDIAN.
 KU4765'THE LOCATION TIES ARE 72.8 FEET (22.2 M) FROM THE CENTER OF THE NEW
 KU4765'YORK TELEPHONE POLE NUMBER 15, 58.9 FEET (18.0 M) FROM THE CENTER OF
 KU4765'THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 16 AND 49.0 FEET
 KU4765'(14.9 M) FROM THE FACE OF THE CURB AT THE TIP OF THE CENTER ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4785 ***********************************************************************
 KU4785  DESIGNATION -  08E 10N AZ
 KU4785  PID         -  KU4785
 KU4785  STATE/COUNTY-  NY/NASSAU
 KU4785  USGS QUAD   -  LYNBROOK (1969)
 KU4785
 KU4785                         *CURRENT SURVEY CONTROL
 KU4785  ___________________________________________________________________
 KU4785* NAD 83(1996)-  40 41 48.54852(N)    073 37 47.75481(W)     ADJUSTED  
 KU4785* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 KU4785  ___________________________________________________________________
 KU4785  X           -   1,364,839.639 (meters)                     COMP
 KU4785  Y           -  -4,646,287.427 (meters)                     COMP
 KU4785  Z           -   4,136,944.324 (meters)                     COMP
 KU4785  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KU4785  ELLIP HEIGHT-         -16.23  (meters)          (12/03/02) GPS OBS
 KU4785  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU4785
 KU4785  HORZ ORDER  -  FIRST
 KU4785  ELLP ORDER  -  FOURTH    CLASS II
 KU4785
 KU4785.The horizontal coordinates were established by GPS observations
 KU4785.and adjusted by the National Geodetic Survey in January 1999..
 KU4785
 KU4785.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4785
 KU4785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4785
 KU4785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4785
 KU4785.The ellipsoidal height was determined by GPS observations
 KU4785.and is referenced to NAD 83.
 KU4785
 KU4785.The geoid height was determined by GEOID03.
 KU4785
 KU4785;                    North         East     Units Scale Factor Converg.
 KU4785;SPC NY L     -    58,937.215   331,277.841   MT  0.99999846   +0 14 31.4
 KU4785;SPC NY L     -   193,363.18  1,086,867.38   sFT  0.99999846   +0 14 31.4
 KU4785;UTM  18      - 4,506,004.494   615,752.865   MT  0.99976492   +0 53 36.5
 KU4785
 KU4785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4785!SPC NY L     -   1.00000255  x   0.99999846  =   1.00000101
 KU4785!UTM  18      -   1.00000255  x   0.99976492  =   0.99976747
 KU4785
 KU4785|---------------------------------------------------------------------|
 KU4785| PID    Reference Object                     Distance      Geod. Az  |
 KU4785|                                                           dddmmss.s |
 KU4785| KU4765 08E 10N                             342.673 METERS 02204     |
 KU4785|---------------------------------------------------------------------|
 KU4785
 KU4785                          SUPERSEDED SURVEY CONTROL
 KU4785
 KU4785  ELLIP H (09/01/99)  -16.23   (m)                       GP(       ) 4 1
 KU4785  NAD 83(1996)-  40 41 48.55172(N)    073 37 47.75363(W) AD(       ) 1
 KU4785  NAD 83(1992)-  40 41 48.55163(N)    073 37 47.75345(W) AD(       ) 1
 KU4785  NAD 83(1986)-  40 41 48.55200(N)    073 37 47.75443(W) AD(       ) 1
 KU4785  NGVD 29 (03/24/92)   15.7    (m)           52.     (f) GPS OBS        
 KU4785
 KU4785.Superseded values are not recommended for survey control.
 KU4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4785.See file dsdata.txt to determine how the superseded data were derived.
 KU4785
 KU4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1575306004(NAD 83)
 KU4785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4785_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4785_STAMPING: 08E10NAZ
 KU4785_MARK LOGO: NYDPW 
 KU4785_PROJECTION: RECESSED 8 CENTIMETERS
 KU4785_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4785+STABILITY: POSITION/ELEVATION WELL
 KU4785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4785+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1990
 KU4785_ROD/PIPE-DEPTH: 20.6 meters
 KU4785_SLEEVE-DEPTH  : 1.52 meters
 KU4785
 KU4785  HISTORY     - Date     Condition        Report By
 KU4785  HISTORY     - 1989     MONUMENTED       SBAS
 KU4785  HISTORY     - 19900305 GOOD
 KU4785
 KU4785                          STATION DESCRIPTION
 KU4785
 KU4785'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4785'THE POINT IS LOCATED IN HEMPSTEAD, TOWN OF HEMPSTEAD, 156 FEET
 KU4785'(47.5 M) SOUTH OF THE CENTERLINE OF SYCAMORE AVENUE AND 30 FEET
 KU4785'(9.1 M) WEST OF THE CENTERLINE OF THREE NORTH EAST BOUND LANES OF
 KU4785'PENINSULA BOULEVARD,IN THE GRASS AREA OF THE MEDIAN.
 KU4785'THE LOCATION TIES ARE 55.7 FEET (17.0 M) FROM THE CENTER OF THE
 KU4785'HYDRANT, 24.5 FEET (7.5 M) FROM THE SOUTH EAST CORNER OF THE TRAFFIC
 KU4785'SIGNAL BOX AND 40.5 FEET (12.3 M) FROM THE FACE OF THE CURB ON THE
 KU4785'SOUTH END OF THE ISLAND.
 KU4785
 KU4785                          STATION RECOVERY (1990)
 KU4785
 KU4785'RECOVERED 1990
 KU4785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4766 ***********************************************************************
 KU4766  DESIGNATION -  08E 11N
 KU4766  PID         -  KU4766
 KU4766  STATE/COUNTY-  NY/NASSAU
 KU4766  USGS QUAD   -  LYNBROOK (1969)
 KU4766
 KU4766                         *CURRENT SURVEY CONTROL
 KU4766  ___________________________________________________________________
 KU4766* NAD 83(1996)-  40 42 47.72849(N)    073 37 58.56190(W)     ADJUSTED  
 KU4766* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 KU4766  ___________________________________________________________________
 KU4766  X           -   1,364,261.293 (meters)                     COMP
 KU4766  Y           -  -4,645,218.602 (meters)                     COMP
 KU4766  Z           -   4,138,329.951 (meters)                     COMP
 KU4766  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 KU4766  ELLIP HEIGHT-         -13.54  (meters)          (12/03/02) GPS OBS
 KU4766  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4766
 KU4766  HORZ ORDER  -  FIRST
 KU4766  ELLP ORDER  -  FOURTH    CLASS II
 KU4766
 KU4766.The horizontal coordinates were established by GPS observations
 KU4766.and adjusted by the National Geodetic Survey in January 1999..
 KU4766
 KU4766.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4766
 KU4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4766
 KU4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4766
 KU4766.The ellipsoidal height was determined by GPS observations
 KU4766.and is referenced to NAD 83.
 KU4766
 KU4766.The geoid height was determined by GEOID03.
 KU4766
 KU4766;                    North         East     Units Scale Factor Converg.
 KU4766;SPC NY L     -    60,761.636   331,016.469   MT  0.99999774   +0 14 24.3
 KU4766;SPC NY L     -   199,348.80  1,086,009.87   sFT  0.99999774   +0 14 24.3
 KU4766;UTM  18      - 4,507,825.400   615,470.830   MT  0.99976412   +0 53 30.5
 KU4766
 KU4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4766!SPC NY L     -   1.00000212  x   0.99999774  =   0.99999986
 KU4766!UTM  18      -   1.00000212  x   0.99976412  =   0.99976624
 KU4766
 KU4766|---------------------------------------------------------------------|
 KU4766| PID    Reference Object                     Distance      Geod. Az  |
 KU4766|                                                           dddmmss.s |
 KU4766| KU4786 08E 11N AZ                          203.717 METERS 10250     |
 KU4766| KU4765 08E 10N                             APPROX. 1.6 KM 1654606.5 |
 KU4766|---------------------------------------------------------------------|
 KU4766
 KU4766                          SUPERSEDED SURVEY CONTROL
 KU4766
 KU4766  ELLIP H (09/01/99)  -13.54   (m)                       GP(       ) 4 1
 KU4766  NAD 83(1996)-  40 42 47.73170(N)    073 37 58.56071(W) AD(       ) 1
 KU4766  NAD 83(1992)-  40 42 47.73161(N)    073 37 58.56053(W) AD(       ) 1
 KU4766  NAD 83(1986)-  40 42 47.73196(N)    073 37 58.56158(W) AD(       ) 1
 KU4766  NGVD 29 (03/24/92)   18.3    (m)           60.     (f) GPS OBS        
 KU4766
 KU4766.Superseded values are not recommended for survey control.
 KU4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4766.See file dsdata.txt to determine how the superseded data were derived.
 KU4766
 KU4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1547107825(NAD 83)
 KU4766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4766_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4766_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4766_STAMPING: 08E11N
 KU4766_MARK LOGO: NYDPW 
 KU4766_PROJECTION: RECESSED 8 CENTIMETERS
 KU4766_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4766+STABILITY: POSITION/ELEVATION WELL
 KU4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4766+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1990
 KU4766_ROD/PIPE-DEPTH: 20.6 meters
 KU4766_SLEEVE-DEPTH  : 1.52 meters
 KU4766
 KU4766  HISTORY     - Date     Condition        Report By
 KU4766  HISTORY     - 1989     MONUMENTED       SBAS
 KU4766  HISTORY     - 19901210 GOOD
 KU4766
 KU4766                          STATION DESCRIPTION
 KU4766
 KU4766'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4766'THE POINT IS LOCATED IN HEMPSTEAD, TOWN OF HEMPSTEAD, 28 FEET (8.5 M)
 KU4766'SOUTH WEST OF THE CENTERLINE OF ATLANTIC AVENUE AND 39 FEET (11.9 M)
 KU4766'WEST OF THE CENTERLINE OF WENDELL STREET,IN THE CONCRETE SIDEWALK.
 KU4766'THE LOCATION TIES ARE 90.1 FEET (27.5 M) FROM THE UTILITY POLE ON THE
 KU4766'NORTH SIDE OF ATLANTIC AVENUE, 74.7 FEET (22.8 M) FROM THE NEW YORK
 KU4766'TELEPHONE MANHOLE AND 9.7 FEET (3.0 M) FROM THE UTILITY POLE ON THE
 KU4766'SOUTH SIDE OF ATLANTIC AVENUE.
 KU4766
 KU4766                          STATION RECOVERY (1990)
 KU4766
 KU4766'RECOVERED 1990
 KU4766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4786 ***********************************************************************
 KU4786  DESIGNATION -  08E 11N AZ
 KU4786  PID         -  KU4786
 KU4786  STATE/COUNTY-  NY/NASSAU
 KU4786  USGS QUAD   -  LYNBROOK (1969)
 KU4786
 KU4786                         *CURRENT SURVEY CONTROL
 KU4786  ___________________________________________________________________
 KU4786* NAD 83(1996)-  40 42 46.26213(N)    073 37 50.09936(W)     ADJUSTED  
 KU4786* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 KU4786  ___________________________________________________________________
 KU4786  X           -   1,364,460.202 (meters)                     COMP
 KU4786  Y           -  -4,645,190.977 (meters)                     COMP
 KU4786  Z           -   4,138,295.704 (meters)                     COMP
 KU4786  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 KU4786  ELLIP HEIGHT-         -13.48  (meters)          (12/03/02) GPS OBS
 KU4786  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4786
 KU4786  HORZ ORDER  -  FIRST
 KU4786  ELLP ORDER  -  FOURTH    CLASS II
 KU4786
 KU4786.The horizontal coordinates were established by GPS observations
 KU4786.and adjusted by the National Geodetic Survey in January 1999..
 KU4786
 KU4786.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4786
 KU4786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4786
 KU4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4786
 KU4786.The ellipsoidal height was determined by GPS observations
 KU4786.and is referenced to NAD 83.
 KU4786
 KU4786.The geoid height was determined by GEOID03.
 KU4786
 KU4786;                    North         East     Units Scale Factor Converg.
 KU4786;SPC NY L     -    60,717.239   331,215.289   MT  0.99999776   +0 14 29.9
 KU4786;SPC NY L     -   199,203.14  1,086,662.16   sFT  0.99999776   +0 14 29.9
 KU4786;UTM  18      - 4,507,783.277   615,670.095   MT  0.99976468   +0 53 36.0
 KU4786
 KU4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4786!SPC NY L     -   1.00000211  x   0.99999776  =   0.99999987
 KU4786!UTM  18      -   1.00000211  x   0.99976468  =   0.99976679
 KU4786
 KU4786|---------------------------------------------------------------------|
 KU4786| PID    Reference Object                     Distance      Geod. Az  |
 KU4786|                                                           dddmmss.s |
 KU4786| KU4766 08E 11N                             203.717 METERS 28250     |
 KU4786|---------------------------------------------------------------------|
 KU4786
 KU4786                          SUPERSEDED SURVEY CONTROL
 KU4786
 KU4786  ELLIP H (09/01/99)  -13.48   (m)                       GP(       ) 4 1
 KU4786  NAD 83(1996)-  40 42 46.26533(N)    073 37 50.09817(W) AD(       ) 1
 KU4786  NAD 83(1992)-  40 42 46.26524(N)    073 37 50.09799(W) AD(       ) 1
 KU4786  NAD 83(1986)-  40 42 46.26560(N)    073 37 50.09901(W) AD(       ) 1
 KU4786  NGVD 29 (03/24/92)   18.4    (m)           60.     (f) GPS OBS        
 KU4786
 KU4786.Superseded values are not recommended for survey control.
 KU4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4786.See file dsdata.txt to determine how the superseded data were derived.
 KU4786
 KU4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1567007783(NAD 83)
 KU4786_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4786_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4786_STAMPING: 08E11NAZ
 KU4786_MARK LOGO: NYDPW 
 KU4786_PROJECTION: RECESSED 8 CENTIMETERS
 KU4786_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4786+STABILITY: POSITION/ELEVATION WELL
 KU4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4786+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1990
 KU4786_ROD/PIPE-DEPTH: 20.6 meters
 KU4786_SLEEVE-DEPTH  : 1.52 meters
 KU4786
 KU4786  HISTORY     - Date     Condition        Report By
 KU4786  HISTORY     - 1989     MONUMENTED       SBAS
 KU4786  HISTORY     - 19901210 GOOD
 KU4786
 KU4786                          STATION DESCRIPTION
 KU4786
 KU4786'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4786'THE POINT IS LOCATED IN HEMPSTEAD, TOWN OF HEMPSTEAD, 144 FEET
 KU4786'(43.9 M) NORTH WEST OF THE CENTERLINE OF MARGARET COURT AND 21 FEET
 KU4786'(6.4 M) SOUTH WEST OF THE CENTERLINE OF ATLANTIC AVENUE,IN THE GRASS
 KU4786'AREA ADJACENT TO THE CURB.
 KU4786'THE LOCATION TIES ARE 45.1 FEET (13.7 M) FROM THE UTILITY POLE NUMBER
 KU4786'2, 27.0 FEET (8.2 M) FROM THE DRAIN MANHOLE AND 72.0 FEET (21.9 M)
 KU4786'FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 24.
 KU4786
 KU4786                          STATION RECOVERY (1990)
 KU4786
 KU4786'RECOVERED 1990
 KU4786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4767 ***********************************************************************
 KU4767  DESIGNATION -  08E 12N
 KU4767  PID         -  KU4767
 KU4767  STATE/COUNTY-  NY/NASSAU
 KU4767  USGS QUAD   -  LYNBROOK (1969)
 KU4767
 KU4767                         *CURRENT SURVEY CONTROL
 KU4767  ___________________________________________________________________
 KU4767* NAD 83(1996)-  40 43 40.31560(N)    073 37 47.50132(W)     ADJUSTED  
 KU4767* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 KU4767  ___________________________________________________________________
 KU4767  X           -   1,364,213.789 (meters)                     COMP
 KU4767  Y           -  -4,644,135.759 (meters)                     COMP
 KU4767  Z           -   4,139,564.448 (meters)                     COMP
 KU4767  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 KU4767  ELLIP HEIGHT-          -5.76  (meters)          (12/03/02) GPS OBS
 KU4767  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU4767
 KU4767  HORZ ORDER  -  FIRST
 KU4767  ELLP ORDER  -  FOURTH    CLASS II
 KU4767
 KU4767.The horizontal coordinates were established by GPS observations
 KU4767.and adjusted by the National Geodetic Survey in January 1999..
 KU4767
 KU4767.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4767
 KU4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4767
 KU4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4767
 KU4767.The ellipsoidal height was determined by GPS observations
 KU4767.and is referenced to NAD 83.
 KU4767
 KU4767.The geoid height was determined by GEOID03.
 KU4767
 KU4767;                    North         East     Units Scale Factor Converg.
 KU4767;SPC NY L     -    62,384.855   331,269.224   MT  0.99999717   +0 14 31.6
 KU4767;SPC NY L     -   204,674.31  1,086,839.11   sFT  0.99999717   +0 14 31.6
 KU4767;UTM  18      - 4,509,451.010   615,705.047   MT  0.99976478   +0 53 38.6
 KU4767
 KU4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4767!SPC NY L     -   1.00000090  x   0.99999717  =   0.99999807
 KU4767!UTM  18      -   1.00000090  x   0.99976478  =   0.99976568
 KU4767
 KU4767:                Primary Azimuth Mark                     Grid Az
 KU4767:SPC NY L     -  08E 11N AZ                               181 51 08.8
 KU4767:UTM  18      -  08E 11N AZ                               181 12 01.8
 KU4767
 KU4767|---------------------------------------------------------------------|
 KU4767| PID    Reference Object                     Distance      Geod. Az  |
 KU4767|                                                           dddmmss.s |
 KU4767| KU4786 08E 11N AZ                          APPROX. 1.7 KM 1820540.4 |
 KU4767| KU4787 08E 12N AZ                          462.549 METERS 2533748.2 |
 KU4767|---------------------------------------------------------------------|
 KU4767
 KU4767                          SUPERSEDED SURVEY CONTROL
 KU4767
 KU4767  ELLIP H (09/01/99)   -5.75   (m)                       GP(       ) 4 1
 KU4767  NAD 83(1996)-  40 43 40.31877(N)    073 37 47.50014(W) AD(       ) 1
 KU4767  NAD 83(1992)-  40 43 40.31868(N)    073 37 47.49995(W) AD(       ) 1
 KU4767  NAD 83(1986)-  40 43 40.31913(N)    073 37 47.50106(W) AD(       ) 1
 KU4767  NGVD 29 (03/24/92)   26.1    (m)           86.     (f) GPS OBS        
 KU4767
 KU4767.Superseded values are not recommended for survey control.
 KU4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4767.See file dsdata.txt to determine how the superseded data were derived.
 KU4767
 KU4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1570509451(NAD 83)
 KU4767_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4767_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4767_STAMPING: 08E12N
 KU4767_MARK LOGO: NYDPW 
 KU4767_PROJECTION: RECESSED 8 CENTIMETERS
 KU4767_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4767+STABILITY: POSITION/ELEVATION WELL
 KU4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4767+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4767_ROD/PIPE-DEPTH: 20.6 meters
 KU4767_SLEEVE-DEPTH  : 1.52 meters
 KU4767
 KU4767  HISTORY     - Date     Condition        Report By
 KU4767  HISTORY     - 1989     MONUMENTED       SBAS
 KU4767
 KU4767                          STATION DESCRIPTION
 KU4767
 KU4767'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4767'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 25 FEET
 KU4767'(7.6 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF STEWART
 KU4767'AVENUE AND 89 FEET (27.1 M) EAST OF THE CENTERLINE OF JOHN STREET,IN
 KU4767'THE CONCRETE SIDEWALK.
 KU4767'THE LOCATION TIES ARE 9.7 FEET (3.0 M) FROM THE FACE OF THE CURB ON
 KU4767'THE NORTH SIDE OF STEWART AVENUE, 66.3 FEET (20.2 M) FROM THE DRAIN
 KU4767'MANHOLE ON THE NORTH EAST CORNER OF STEWART AVENUE AND JOHN STREET
 KU4767'AND 63.3 FEET (19.3 M) FROM THE CENTER OF THE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4787 ***********************************************************************
 KU4787  DESIGNATION -  08E 12N AZ
 KU4787  PID         -  KU4787
 KU4787  STATE/COUNTY-  NY/NASSAU
 KU4787  USGS QUAD   -  LYNBROOK (1969)
 KU4787
 KU4787                         *CURRENT SURVEY CONTROL
 KU4787  ___________________________________________________________________
 KU4787* NAD 83(1996)-  40 43 36.08900(N)    073 38 06.41277(W)     ADJUSTED  
 KU4787* NAVD 88     -        27.0    (meters)      89.     (feet)  VERTCON   
 KU4787  ___________________________________________________________________
 KU4787  X           -   1,363,812.230 (meters)                     COMP
 KU4787  Y           -  -4,644,343.383 (meters)                     COMP
 KU4787  Z           -   4,139,466.493 (meters)                     COMP
 KU4787  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 KU4787  ELLIP HEIGHT-          -4.46  (meters)          (12/03/02) GPS OBS
 KU4787  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU4787
 KU4787  HORZ ORDER  -  FIRST
 KU4787  ELLP ORDER  -  FOURTH    CLASS II
 KU4787
 KU4787.The horizontal coordinates were established by GPS observations
 KU4787.and adjusted by the National Geodetic Survey in January 1999..
 KU4787
 KU4787.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4787
 KU4787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4787
 KU4787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4787
 KU4787.The ellipsoidal height was determined by GPS observations
 KU4787.and is referenced to NAD 83.
 KU4787
 KU4787.The geoid height was determined by GEOID03.
 KU4787
 KU4787;                    North         East     Units Scale Factor Converg.
 KU4787;SPC NY L     -    62,252.617   330,825.982   MT  0.99999721   +0 14 19.2
 KU4787;SPC NY L     -   204,240.46  1,085,384.91   sFT  0.99999721   +0 14 19.2
 KU4787;UTM  18      - 4,509,313.769   615,263.442   MT  0.99976353   +0 53 26.2
 KU4787
 KU4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4787!SPC NY L     -   1.00000070  x   0.99999721  =   0.99999791
 KU4787!UTM  18      -   1.00000070  x   0.99976353  =   0.99976423
 KU4787
 KU4787:                Primary Azimuth Mark                     Grid Az
 KU4787:SPC NY L     -  08E 12N                                  073 23 16.6
 KU4787:UTM  18      -  08E 12N                                  072 44 09.6
 KU4787
 KU4787|---------------------------------------------------------------------|
 KU4787| PID    Reference Object                     Distance      Geod. Az  |
 KU4787|                                                           dddmmss.s |
 KU4787| KU4767 08E 12N                             462.549 METERS 0733735.8 |
 KU4787|---------------------------------------------------------------------|
 KU4787
 KU4787                          SUPERSEDED SURVEY CONTROL
 KU4787
 KU4787  ELLIP H (09/01/99)   -4.46   (m)                       GP(       ) 4 1
 KU4787  NAD 83(1996)-  40 43 36.09215(N)    073 38 06.41161(W) AD(       ) 1
 KU4787  NAD 83(1992)-  40 43 36.09204(N)    073 38 06.41141(W) AD(       ) 1
 KU4787  NAD 83(1986)-  40 43 36.09247(N)    073 38 06.41255(W) AD(       ) 1
 KU4787  NGVD 29 (03/24/92)   27.4    (m)           90.     (f) GPS OBS        
 KU4787
 KU4787.Superseded values are not recommended for survey control.
 KU4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4787.See file dsdata.txt to determine how the superseded data were derived.
 KU4787
 KU4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1526309314(NAD 83)
 KU4787_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4787_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4787_STAMPING: 08E12NAZ
 KU4787_MARK LOGO: NYDPW 
 KU4787_PROJECTION: RECESSED 8 CENTIMETERS
 KU4787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4787+STABILITY: POSITION/ELEVATION WELL
 KU4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4787+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 KU4787_ROD/PIPE-DEPTH: 20.6 meters
 KU4787_SLEEVE-DEPTH  : 1.52 meters
 KU4787
 KU4787  HISTORY     - Date     Condition        Report By
 KU4787  HISTORY     - 1989     MONUMENTED       SBAS
 KU4787  HISTORY     - 19900618 GOOD
 KU4787
 KU4787                          STATION DESCRIPTION
 KU4787
 KU4787'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4787'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 85 FEET
 KU4787'(25.9 M) NORTH OF THE CENTERLINE OF STEWART AVENUE AND 159 FEET
 KU4787'(48.5 M) WEST OF THE CENTERLINE OF FRANKLIN AVENUE,IN THE CONCRETE
 KU4787'SIDEWALK.
 KU4787'THE LOCATION TIES ARE 46.4 FEET (14.1 M) FROM THE PROPERTY MONUMENT IN
 KU4787'THE SIDEWALK, 33.9 FEET (10.3 M) FROM THE FACE OF THE CURB ON THE
 KU4787'SOUTH EAST CORNER OF THE PARKING LOT AND 34.6 FEET (10.5 M) FROM THE
 KU4787'SOUTH WEST CORNER OF THE BRICK BUILDING.
 KU4787
 KU4787                          STATION RECOVERY (1990)
 KU4787
 KU4787'RECOVERED 1990
 KU4787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4768 ***********************************************************************
 KU4768  DESIGNATION -  08E 13N
 KU4768  PID         -  KU4768
 KU4768  STATE/COUNTY-  NY/NASSAU
 KU4768  USGS QUAD   -  LYNBROOK (1969)
 KU4768
 KU4768                         *CURRENT SURVEY CONTROL
 KU4768  ___________________________________________________________________
 KU4768* NAD 83(1996)-  40 44 45.51941(N)    073 37 51.24038(W)     ADJUSTED  
 KU4768* NAVD 88     -        33.7    (meters)     111.     (feet)  VERTCON   
 KU4768  ___________________________________________________________________
 KU4768  X           -   1,363,761.408 (meters)                     COMP
 KU4768  Y           -  -4,642,906.974 (meters)                     COMP
 KU4768  Z           -   4,141,093.718 (meters)                     COMP
 KU4768  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KU4768  ELLIP HEIGHT-           2.29  (meters)          (12/03/02) GPS OBS
 KU4768  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4768
 KU4768  HORZ ORDER  -  FIRST
 KU4768  ELLP ORDER  -  FOURTH    CLASS II
 KU4768
 KU4768.The horizontal coordinates were established by GPS observations
 KU4768.and adjusted by the National Geodetic Survey in January 1999..
 KU4768
 KU4768.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4768
 KU4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4768
 KU4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4768
 KU4768.The ellipsoidal height was determined by GPS observations
 KU4768.and is referenced to NAD 83.
 KU4768
 KU4768.The geoid height was determined by GEOID03.
 KU4768
 KU4768;                    North         East     Units Scale Factor Converg.
 KU4768;SPC NY L     -    64,395.795   331,173.007   MT  0.99999654   +0 14 29.1
 KU4768;SPC NY L     -   211,271.87  1,086,523.44   sFT  0.99999654   +0 14 29.1
 KU4768;UTM  18      - 4,511,460.258   615,585.976   MT  0.99976444   +0 53 37.4
 KU4768
 KU4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4768!SPC NY L     -   0.99999964  x   0.99999654  =   0.99999618
 KU4768!UTM  18      -   0.99999964  x   0.99976444  =   0.99976408
 KU4768
 KU4768|---------------------------------------------------------------------|
 KU4768| PID    Reference Object                     Distance      Geod. Az  |
 KU4768|                                                           dddmmss.s |
 KU4768| KU4788 08E 13N AZ                          155.719 METERS 07235     |
 KU4768|---------------------------------------------------------------------|
 KU4768
 KU4768                          SUPERSEDED SURVEY CONTROL
 KU4768
 KU4768  ELLIP H (09/01/99)    2.29   (m)                       GP(       ) 4 1
 KU4768  NAD 83(1996)-  40 44 45.52254(N)    073 37 51.23920(W) AD(       ) 1
 KU4768  NAD 83(1992)-  40 44 45.52243(N)    073 37 51.23899(W) AD(       ) 1
 KU4768  NAD 83(1986)-  40 44 45.52291(N)    073 37 51.24021(W) AD(       ) 1
 KU4768  NGVD 29 (03/24/92)   34.0    (m)          112.     (f) GPS OBS        
 KU4768
 KU4768.Superseded values are not recommended for survey control.
 KU4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4768.See file dsdata.txt to determine how the superseded data were derived.
 KU4768
 KU4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1558611460(NAD 83)
 KU4768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4768_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4768_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4768_STAMPING: 08E13N
 KU4768_MARK LOGO: NYDPW 
 KU4768_PROJECTION: RECESSED 8 CENTIMETERS
 KU4768_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4768+STABILITY: POSITION/ELEVATION WELL
 KU4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4768+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1990
 KU4768_ROD/PIPE-DEPTH: 20.6 meters
 KU4768_SLEEVE-DEPTH  : 1.52 meters
 KU4768
 KU4768  HISTORY     - Date     Condition        Report By
 KU4768  HISTORY     - 1989     MONUMENTED       SBAS
 KU4768  HISTORY     - 19901120 GOOD
 KU4768
 KU4768                          STATION DESCRIPTION
 KU4768
 KU4768'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4768'THE POINT IS LOCATED IN MINEOLA, TOWN OF NORTH HEMPSTEAD, 22 FEET
 KU4768'(6.7 M) NORTH OF THE CENTERLINE OF COLONIAL AVENUE AND 30 FEET
 KU4768'(9.1 M) EAST OF THE CENTERLINE OF HUDSON STREET,IN THE CONCRETE
 KU4768'SIDEWALK.
 KU4768'THE LOCATION TIES ARE 64.9 FEET (19.8 M) FROM THE UTILITY POLE NUMBER
 KU4768'9, 12.5 FEET (3.8 M) FROM THE WATER VALVE AND 68.4 FEET (20.8 M) FROM
 KU4768'THE UTILITY POLE NUMBER 8.
 KU4768
 KU4768                          STATION RECOVERY (1990)
 KU4768
 KU4768'RECOVERED 1990
 KU4768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4788 ***********************************************************************
 KU4788  DESIGNATION -  08E 13N AZ
 KU4788  PID         -  KU4788
 KU4788  STATE/COUNTY-  NY/NASSAU
 KU4788  USGS QUAD   -  LYNBROOK (1969)
 KU4788
 KU4788                         *CURRENT SURVEY CONTROL
 KU4788  ___________________________________________________________________
 KU4788* NAD 83(1996)-  40 44 47.03101(N)    073 37 44.90738(W)     ADJUSTED  
 KU4788* NAVD 88     -        33.6    (meters)     110.     (feet)  VERTCON   
 KU4788  ___________________________________________________________________
 KU4788  X           -   1,363,895.354 (meters)                     COMP
 KU4788  Y           -  -4,642,835.804 (meters)                     COMP
 KU4788  Z           -   4,141,128.959 (meters)                     COMP
 KU4788  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 KU4788  ELLIP HEIGHT-           2.16  (meters)          (12/03/02) GPS OBS
 KU4788  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4788
 KU4788  HORZ ORDER  -  FIRST
 KU4788  ELLP ORDER  -  FOURTH    CLASS II
 KU4788
 KU4788.The horizontal coordinates were established by GPS observations
 KU4788.and adjusted by the National Geodetic Survey in January 1999..
 KU4788
 KU4788.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4788
 KU4788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4788
 KU4788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4788
 KU4788.The ellipsoidal height was determined by GPS observations
 KU4788.and is referenced to NAD 83.
 KU4788
 KU4788.The geoid height was determined by GEOID03.
 KU4788
 KU4788;                    North         East     Units Scale Factor Converg.
 KU4788;SPC NY L     -    64,443.051   331,321.382   MT  0.99999653   +0 14 33.3
 KU4788;SPC NY L     -   211,426.91  1,087,010.23   sFT  0.99999653   +0 14 33.3
 KU4788;UTM  18      - 4,511,509.188   615,733.770   MT  0.99976486   +0 53 41.6
 KU4788
 KU4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4788!SPC NY L     -   0.99999966  x   0.99999653  =   0.99999619
 KU4788!UTM  18      -   0.99999966  x   0.99976486  =   0.99976452
 KU4788
 KU4788:                Primary Azimuth Mark                     Grid Az
 KU4788:SPC NY L     -  08E 14N                                  009 28 29.9
 KU4788:UTM  18      -  08E 14N                                  008 49 21.6
 KU4788
 KU4788|---------------------------------------------------------------------|
 KU4788| PID    Reference Object                     Distance      Geod. Az  |
 KU4788|                                                           dddmmss.s |
 KU4788| KU4769 08E 14N                             APPROX. 1.1 KM 0094303.2 |
 KU4788|---------------------------------------------------------------------|
 KU4788
 KU4788                          SUPERSEDED SURVEY CONTROL
 KU4788
 KU4788  ELLIP H (09/01/99)    2.16   (m)                       GP(       ) 4 1
 KU4788  NAD 83(1996)-  40 44 47.03409(N)    073 37 44.90623(W) AD(       ) 1
 KU4788  NAD 83(1992)-  40 44 47.03396(N)    073 37 44.90603(W) AD(       ) 1
 KU4788  NAD 83(1986)-  40 44 47.03442(N)    073 37 44.90725(W) AD(       ) 1
 KU4788  NGVD 29 (03/24/92)   33.9    (m)          111.     (f) GPS OBS        
 KU4788
 KU4788.Superseded values are not recommended for survey control.
 KU4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4788.See file dsdata.txt to determine how the superseded data were derived.
 KU4788
 KU4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1573411509(NAD 83)
 KU4788_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4788_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4788_STAMPING: 08E13NAZ
 KU4788_MARK LOGO: NYDPW 
 KU4788_PROJECTION: RECESSED 8 CENTIMETERS
 KU4788_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4788+STABILITY: POSITION/ELEVATION WELL
 KU4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4788+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 KU4788_ROD/PIPE-DEPTH: 20.6 meters
 KU4788_SLEEVE-DEPTH  : 1.52 meters
 KU4788
 KU4788  HISTORY     - Date     Condition        Report By
 KU4788  HISTORY     - 1989     MONUMENTED       SBAS
 KU4788  HISTORY     - 19901203 GOOD
 KU4788
 KU4788                          STATION DESCRIPTION
 KU4788
 KU4788'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4788'THE POINT IS LOCATED IN MINEOLA, TOWN OF NORTH HEMPSTEAD, 21 FEET
 KU4788'(6.4 M) NORTH OF THE CENTERLINE OF COLONIAL AVENUE AND 30 FEET
 KU4788'(9.1 M) EAST OF THE CENTERLINE OF UNION STREET,IN THE CONCRETE
 KU4788'SIDEWALK.
 KU4788'THE LOCATION TIES ARE 36.2 FEET (11.0 M) FROM THE SEWER MANHOLE, 12.6
 KU4788'FEET (3.8 M) FROM THE WATER VALVE AND 45.6 FEET (13.9 M) FROM THE
 KU4788'UTILITY POLE.
 KU4788
 KU4788                          STATION RECOVERY (1990)
 KU4788
 KU4788'RECOVERED 1990
 KU4788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4769 ***********************************************************************
 KU4769  DESIGNATION -  08E 14N
 KU4769  PID         -  KU4769
 KU4769  STATE/COUNTY-  NY/NASSAU
 KU4769  USGS QUAD   -  SEA CLIFF (1979)
 KU4769
 KU4769                         *CURRENT SURVEY CONTROL
 KU4769  ___________________________________________________________________
 KU4769* NAD 83(1996)-  40 45 22.53301(N)    073 37 36.91227(W)     ADJUSTED  
 KU4769* NAVD 88     -        36.9    (meters)     121.     (feet)  VERTCON   
 KU4769  ___________________________________________________________________
 KU4769  X           -   1,363,874.514 (meters)                     COMP
 KU4769  Y           -  -4,642,099.484 (meters)                     COMP
 KU4769  Z           -   4,141,960.761 (meters)                     COMP
 KU4769  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KU4769  ELLIP HEIGHT-           5.51  (meters)          (12/03/02) GPS OBS
 KU4769  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4769
 KU4769  HORZ ORDER  -  FIRST
 KU4769  ELLP ORDER  -  FOURTH    CLASS II
 KU4769
 KU4769.The horizontal coordinates were established by GPS observations
 KU4769.and adjusted by the National Geodetic Survey in January 1999..
 KU4769
 KU4769.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4769
 KU4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4769
 KU4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4769
 KU4769.The ellipsoidal height was determined by GPS observations
 KU4769.and is referenced to NAD 83.
 KU4769
 KU4769.The geoid height was determined by GEOID03.
 KU4769
 KU4769;                    North         East     Units Scale Factor Converg.
 KU4769;SPC NY L     -    65,538.962   331,504.283   MT  0.99999624   +0 14 38.5
 KU4769;SPC NY L     -   215,022.41  1,087,610.30   sFT  0.99999624   +0 14 38.5
 KU4769;UTM  18      - 4,512,606.858   615,904.141   MT  0.99976535   +0 53 47.4
 KU4769
 KU4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4769!SPC NY L     -   0.99999914  x   0.99999624  =   0.99999538
 KU4769!UTM  18      -   0.99999914  x   0.99976535  =   0.99976449
 KU4769
 KU4769|---------------------------------------------------------------------|
 KU4769| PID    Reference Object                     Distance      Geod. Az  |
 KU4769|                                                           dddmmss.s |
 KU4769| KU4789 08E 14N AZ                          157.053 METERS 24629     |
 KU4769|---------------------------------------------------------------------|
 KU4769
 KU4769                          SUPERSEDED SURVEY CONTROL
 KU4769
 KU4769  ELLIP H (09/01/99)    5.51   (m)                       GP(       ) 4 1
 KU4769  NAD 83(1996)-  40 45 22.53609(N)    073 37 36.91113(W) AD(       ) 1
 KU4769  NAD 83(1992)-  40 45 22.53597(N)    073 37 36.91092(W) AD(       ) 1
 KU4769  NAD 83(1986)-  40 45 22.53645(N)    073 37 36.91218(W) AD(       ) 1
 KU4769  NGVD 29 (03/24/92)   37.2    (m)          122.     (f) GPS OBS        
 KU4769
 KU4769.Superseded values are not recommended for survey control.
 KU4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4769.See file dsdata.txt to determine how the superseded data were derived.
 KU4769
 KU4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1590412607(NAD 83)
 KU4769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4769_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4769_STAMPING: 08E14N
 KU4769_MARK LOGO: NYDPW 
 KU4769_PROJECTION: RECESSED 8 CENTIMETERS
 KU4769_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4769+STABILITY: POSITION/ELEVATION WELL
 KU4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4769+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4769_ROD/PIPE-DEPTH: 9.70 meters
 KU4769_SLEEVE-DEPTH  : 1.52 meters
 KU4769
 KU4769  HISTORY     - Date     Condition        Report By
 KU4769  HISTORY     - 1989     MONUMENTED       SBAS
 KU4769
 KU4769                          STATION DESCRIPTION
 KU4769
 KU4769'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4769'THE POINT IS LOCATED IN MINEOLA, TOWN OF NORTH HEMPSTEAD, 198 FEET
 KU4769'(60.4 M) EAST OF THE CENTERLINE OF BARWICK BOULEVARD AND 19 FEET
 KU4769'(5.8 M) NORTH OF THE CENTERLINE OF THE ROSELLE STREET,IN THE CONCRETE
 KU4769'SIDEWALK.
 KU4769'THE LOCATION TIES 89.9 FEET (27.4 M) FROM THE CENTER OF THE SEWER
 KU4769'MANHOLE, 39.8 FEET (12.1 M) FROM THE SOUTH EAST CORNER OF HOUSE
 KU4769'NUMBER 262 AND 40.9 FEET (12.5 M) FROM THE SOUTH WEST CORNER OF HOUSE
 KU4769'NUMBER 268.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4789 ***********************************************************************
 KU4789  DESIGNATION -  08E 14N AZ
 KU4789  PID         -  KU4789
 KU4789  STATE/COUNTY-  NY/NASSAU
 KU4789  USGS QUAD   -  SEA CLIFF (1979)
 KU4789
 KU4789                         *CURRENT SURVEY CONTROL
 KU4789  ___________________________________________________________________
 KU4789* NAD 83(1996)-  40 45 20.50078(N)    073 37 43.05115(W)     ADJUSTED  
 KU4789* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 KU4789  ___________________________________________________________________
 KU4789  X           -   1,363,747.877 (meters)                     COMP
 KU4789  Y           -  -4,642,179.296 (meters)                     COMP
 KU4789  Z           -   4,141,913.236 (meters)                     COMP
 KU4789  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KU4789  ELLIP HEIGHT-           5.45  (meters)          (12/03/02) GPS OBS
 KU4789  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4789
 KU4789  HORZ ORDER  -  FIRST
 KU4789  ELLP ORDER  -  FOURTH    CLASS II
 KU4789
 KU4789.The horizontal coordinates were established by GPS observations
 KU4789.and adjusted by the National Geodetic Survey in January 1999..
 KU4789
 KU4789.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4789
 KU4789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4789
 KU4789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4789
 KU4789.The ellipsoidal height was determined by GPS observations
 KU4789.and is referenced to NAD 83.
 KU4789
 KU4789.The geoid height was determined by GEOID03.
 KU4789
 KU4789;                    North         East     Units Scale Factor Converg.
 KU4789;SPC NY L     -    65,475.663   331,360.552   MT  0.99999625   +0 14 34.5
 KU4789;SPC NY L     -   214,814.74  1,087,138.74   sFT  0.99999625   +0 14 34.5
 KU4789;UTM  18      - 4,512,541.941   615,761.173   MT  0.99976494   +0 53 43.4
 KU4789
 KU4789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4789!SPC NY L     -   0.99999915  x   0.99999625  =   0.99999540
 KU4789!UTM  18      -   0.99999915  x   0.99976494  =   0.99976409
 KU4789
 KU4789|---------------------------------------------------------------------|
 KU4789| PID    Reference Object                     Distance      Geod. Az  |
 KU4789|                                                           dddmmss.s |
 KU4789| KU4769 08E 14N                             157.053 METERS 06628     |
 KU4789|---------------------------------------------------------------------|
 KU4789
 KU4789                          SUPERSEDED SURVEY CONTROL
 KU4789
 KU4789  ELLIP H (09/01/99)    5.46   (m)                       GP(       ) 4 1
 KU4789  NAD 83(1996)-  40 45 20.50384(N)    073 37 43.05003(W) AD(       ) 1
 KU4789  NAD 83(1992)-  40 45 20.50371(N)    073 37 43.04983(W) AD(       ) 1
 KU4789  NAD 83(1986)-  40 45 20.50418(N)    073 37 43.05106(W) AD(       ) 1
 KU4789  NGVD 29 (03/24/92)   37.2    (m)          122.     (f) GPS OBS        
 KU4789
 KU4789.Superseded values are not recommended for survey control.
 KU4789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4789.See file dsdata.txt to determine how the superseded data were derived.
 KU4789
 KU4789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1576112542(NAD 83)
 KU4789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4789_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4789_STAMPING: 08E14NAZ
 KU4789_MARK LOGO: NYDPW 
 KU4789_PROJECTION: RECESSED 8 CENTIMETERS
 KU4789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4789+STABILITY: POSITION/ELEVATION WELL
 KU4789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4789+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 KU4789_ROD/PIPE-DEPTH: 12.1 meters
 KU4789_SLEEVE-DEPTH  : 1.52 meters
 KU4789
 KU4789  HISTORY     - Date     Condition        Report By
 KU4789  HISTORY     - 1989     MONUMENTED       SBAS
 KU4789  HISTORY     - 19900301 GOOD
 KU4789
 KU4789                          STATION DESCRIPTION
 KU4789
 KU4789'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4789'THE POINT IS LOCATED IN MINEOLA, TOWN OF NORTH HEMPSTEAD, 131 FEET
 KU4789'(39.9 M) EAST OF THE CENTERLINE OF SHERIDAN BOULEVARD AND 21 FEET
 KU4789'(6.4 M) NORTH OF THE CENTERLINE OF ROSELLE STREET,IN THE CONCRETE
 KU4789'SIDEWALK.
 KU4789'THE LOCATION TIES ARE 33.5 FEET (10.2 M) FROM THE SOUTH WEST CORNER OF
 KU4789'HOUSE NUMBER 220, 40.8 FEET (12.4 M) FROM THE SOUTH WEST CORNER OF
 KU4789'THE GARAGE OF HOUSE NUMBER 220 AND 46.6 FEET (14.2 M) FROM THE LIGHT
 KU4789'POLE ON THE SOUTH SIDE OF ROSELLE STREET.
 KU4789
 KU4789                          STATION RECOVERY (1990)
 KU4789
 KU4789'RECOVERED 1990
 KU4789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4770 ***********************************************************************
 KU4770  DESIGNATION -  08E 15N
 KU4770  PID         -  KU4770
 KU4770  STATE/COUNTY-  NY/NASSAU
 KU4770  USGS QUAD   -  SEA CLIFF (1979)
 KU4770
 KU4770                         *CURRENT SURVEY CONTROL
 KU4770  ___________________________________________________________________
 KU4770* NAD 83(1996)-  40 46 30.22814(N)    073 37 37.56180(W)     ADJUSTED  
 KU4770* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 KU4770  ___________________________________________________________________
 KU4770  X           -   1,363,476.972 (meters)                     COMP
 KU4770  Y           -  -4,640,800.440 (meters)                     COMP
 KU4770  Z           -   4,143,546.729 (meters)                     COMP
 KU4770  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KU4770  ELLIP HEIGHT-          12.24  (meters)          (12/03/02) GPS OBS
 KU4770  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4770
 KU4770  HORZ ORDER  -  FIRST
 KU4770  ELLP ORDER  -  FOURTH    CLASS II
 KU4770
 KU4770.The horizontal coordinates were established by GPS observations
 KU4770.and adjusted by the National Geodetic Survey in January 1999..
 KU4770
 KU4770.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4770
 KU4770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4770
 KU4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4770
 KU4770.The ellipsoidal height was determined by GPS observations
 KU4770.and is referenced to NAD 83.
 KU4770
 KU4770.The geoid height was determined by GEOID03.
 KU4770
 KU4770;                    North         East     Units Scale Factor Converg.
 KU4770;SPC NY L     -    67,627.065   331,480.158   MT  0.99999575   +0 14 38.1
 KU4770;SPC NY L     -   221,873.13  1,087,531.15   sFT  0.99999575   +0 14 38.1
 KU4770;UTM  18      - 4,514,694.069   615,856.244   MT  0.99976521   +0 53 48.2
 KU4770
 KU4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4770!SPC NY L     -   0.99999808  x   0.99999575  =   0.99999383
 KU4770!UTM  18      -   0.99999808  x   0.99976521  =   0.99976329
 KU4770
 KU4770|---------------------------------------------------------------------|
 KU4770| PID    Reference Object                     Distance      Geod. Az  |
 KU4770|                                                           dddmmss.s |
 KU4770| KU4790 08E 15N AZ                          293.602 METERS 26247     |
 KU4770|---------------------------------------------------------------------|
 KU4770
 KU4770                          SUPERSEDED SURVEY CONTROL
 KU4770
 KU4770  ELLIP H (09/01/99)   12.24   (m)                       GP(       ) 4 1
 KU4770  NAD 83(1996)-  40 46 30.23121(N)    073 37 37.56067(W) AD(       ) 1
 KU4770  NAD 83(1992)-  40 46 30.23108(N)    073 37 37.56047(W) AD(       ) 1
 KU4770  NAD 83(1986)-  40 46 30.23163(N)    073 37 37.56172(W) AD(       ) 1
 KU4770  NGVD 29 (03/24/92)   43.9    (m)          144.     (f) GPS OBS        
 KU4770
 KU4770.Superseded values are not recommended for survey control.
 KU4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4770.See file dsdata.txt to determine how the superseded data were derived.
 KU4770
 KU4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1585614694(NAD 83)
 KU4770_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4770_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4770_STAMPING: 08E15N
 KU4770_MARK LOGO: NYDPW 
 KU4770_PROJECTION: RECESSED 8 CENTIMETERS
 KU4770_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4770+STABILITY: POSITION/ELEVATION WELL
 KU4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4770+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 KU4770_ROD/PIPE-DEPTH: 20.6 meters
 KU4770_SLEEVE-DEPTH  : 1.52 meters
 KU4770
 KU4770  HISTORY     - Date     Condition        Report By
 KU4770  HISTORY     - 1989     MONUMENTED       SBAS
 KU4770  HISTORY     - 19901127 GOOD
 KU4770
 KU4770                          STATION DESCRIPTION
 KU4770
 KU4770'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4770'THE POINT IS LOCATED IN ALBERTSON, TOWN OF NORTH HEMPSTEAD, 21 FEET
 KU4770'(6.4 M) SOUTH OF THE CENTERLINE OF DOGLEG LANE AND 207 FEET (63.1 M)
 KU4770'WEST OF THE CENTERLINE OF PARKWAY BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU4770'THE LOCATION TIES ARE 77.4 FEET (23.6 M) FROM THE CENTER OF THE SEWER
 KU4770'MANHOLE, 49.3 FEET (15.0 M) FROM THE CORNER OF HOUSE NUMBER 70 ON THE
 KU4770'WEST SIDE OF THE DRIVEWAY AND 40.3 FEET (12.3 M) FROM THE CORNER OF
 KU4770'HOUSE NUMBER 70 ON THE EAST SIDE OF THE DRIVEWAY.
 KU4770
 KU4770                          STATION RECOVERY (1990)
 KU4770
 KU4770'RECOVERED 1990
 KU4770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4790 ***********************************************************************
 KU4790  DESIGNATION -  08E 15N AZ
 KU4790  PID         -  KU4790
 KU4790  STATE/COUNTY-  NY/NASSAU
 KU4790  USGS QUAD   -  SEA CLIFF (1979)
 KU4790
 KU4790                         *CURRENT SURVEY CONTROL
 KU4790  ___________________________________________________________________
 KU4790* NAD 83(1996)-  40 46 29.03226(N)    073 37 49.98282(W)     ADJUSTED  
 KU4790* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 KU4790  ___________________________________________________________________
 KU4790  X           -   1,363,204.159 (meters)                     COMP
 KU4790  Y           -  -4,640,905.189 (meters)                     COMP
 KU4790  Z           -   4,143,518.375 (meters)                     COMP
 KU4790  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 KU4790  ELLIP HEIGHT-          11.60  (meters)          (12/03/02) GPS OBS
 KU4790  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4790
 KU4790  HORZ ORDER  -  FIRST
 KU4790  ELLP ORDER  -  FOURTH    CLASS II
 KU4790
 KU4790.The horizontal coordinates were established by GPS observations
 KU4790.and adjusted by the National Geodetic Survey in January 1999..
 KU4790
 KU4790.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4790
 KU4790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4790
 KU4790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4790
 KU4790.The ellipsoidal height was determined by GPS observations
 KU4790.and is referenced to NAD 83.
 KU4790
 KU4790.The geoid height was determined by GEOID03.
 KU4790
 KU4790;                    North         East     Units Scale Factor Converg.
 KU4790;SPC NY L     -    67,588.942   331,189.042   MT  0.99999576   +0 14 29.9
 KU4790;SPC NY L     -   221,748.05  1,086,576.05   sFT  0.99999576   +0 14 29.9
 KU4790;UTM  18      - 4,514,652.641   615,565.648   MT  0.99976438   +0 53 40.1
 KU4790
 KU4790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4790!SPC NY L     -   0.99999818  x   0.99999576  =   0.99999394
 KU4790!UTM  18      -   0.99999818  x   0.99976438  =   0.99976256
 KU4790
 KU4790|---------------------------------------------------------------------|
 KU4790| PID    Reference Object                     Distance      Geod. Az  |
 KU4790|                                                           dddmmss.s |
 KU4790| KU4770 08E 15N                             293.602 METERS 08247     |
 KU4790|---------------------------------------------------------------------|
 KU4790
 KU4790                          SUPERSEDED SURVEY CONTROL
 KU4790
 KU4790  ELLIP H (09/01/99)   11.60   (m)                       GP(       ) 4 1
 KU4790  NAD 83(1996)-  40 46 29.03531(N)    073 37 49.98169(W) AD(       ) 1
 KU4790  NAD 83(1992)-  40 46 29.03518(N)    073 37 49.98148(W) AD(       ) 1
 KU4790  NAD 83(1986)-  40 46 29.03570(N)    073 37 49.98276(W) AD(       ) 1
 KU4790  NGVD 29 (03/24/92)   43.2    (m)          142.     (f) GPS OBS        
 KU4790
 KU4790.Superseded values are not recommended for survey control.
 KU4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4790.See file dsdata.txt to determine how the superseded data were derived.
 KU4790
 KU4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1556614653(NAD 83)
 KU4790_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4790_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4790_STAMPING: 08E15NAZ
 KU4790_MARK LOGO: NYDPW 
 KU4790_PROJECTION: RECESSED 8 CENTIMETERS
 KU4790_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4790+STABILITY: POSITION/ELEVATION WELL
 KU4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4790+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 KU4790_ROD/PIPE-DEPTH: 20.6 meters
 KU4790_SLEEVE-DEPTH  : 1.52 meters
 KU4790
 KU4790  HISTORY     - Date     Condition        Report By
 KU4790  HISTORY     - 1989     MONUMENTED       SBAS
 KU4790  HISTORY     - 19901127 GOOD
 KU4790
 KU4790                          STATION DESCRIPTION
 KU4790
 KU4790'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4790'THE POINT IS LOCATED IN ALBERTSON, TOWN OF NORTH HEMPSTEAD, 226 FEET
 KU4790'(68.9 M) WEST OF THE CENTERLINE OF TURF LANE AND 21 FEET (6.4 M)
 KU4790'SOUTH OF THE CENTERLINE OF DOGLEG LANE,IN THE CONCRETE SIDEWALK.
 KU4790'THE LOCATION TIES ARE 46.1 FEET (14.1 M) FROM THE CENTER OF THE
 KU4790'HYDRANT, 62.6 FEET (19.1 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU4790'40.8 FEET (12.4 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER 24.
 KU4790
 KU4790                          STATION RECOVERY (1990)
 KU4790
 KU4790'RECOVERED 1990
 KU4790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4791 ***********************************************************************
 KU4791  DESIGNATION -  08E 16N AZ
 KU4791  PID         -  KU4791
 KU4791  STATE/COUNTY-  NY/NASSAU
 KU4791  USGS QUAD   -  SEA CLIFF (1979)
 KU4791
 KU4791                         *CURRENT SURVEY CONTROL
 KU4791  ___________________________________________________________________
 KU4791* NAD 83(1996)-  40 47 20.25115(N)    073 37 36.65307(W)     ADJUSTED  
 KU4791* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 KU4791  ___________________________________________________________________
 KU4791  X           -   1,363,214.998 (meters)                     COMP
 KU4791  Y           -  -4,639,833.190 (meters)                     COMP
 KU4791  Z           -   4,144,720.348 (meters)                     COMP
 KU4791  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 KU4791  ELLIP HEIGHT-          20.21  (meters)          (12/03/02) GPS OBS
 KU4791  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU4791
 KU4791  HORZ ORDER  -  FIRST
 KU4791  ELLP ORDER  -  FOURTH    CLASS II
 KU4791
 KU4791.The horizontal coordinates were established by GPS observations
 KU4791.and adjusted by the National Geodetic Survey in January 1999..
 KU4791
 KU4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4791
 KU4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4791
 KU4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4791
 KU4791.The ellipsoidal height was determined by GPS observations
 KU4791.and is referenced to NAD 83.
 KU4791
 KU4791.The geoid height was determined by GEOID03.
 KU4791
 KU4791;                    North         East     Units Scale Factor Converg.
 KU4791;SPC NY L     -    69,170.202   331,494.894   MT  0.99999547   +0 14 38.7
 KU4791;SPC NY L     -   226,935.90  1,087,579.50   sFT  0.99999547   +0 14 38.7
 KU4791;UTM  18      - 4,516,236.918   615,853.394   MT  0.99976520   +0 53 49.7
 KU4791
 KU4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4791!SPC NY L     -   0.99999683  x   0.99999547  =   0.99999230
 KU4791!UTM  18      -   0.99999683  x   0.99976520  =   0.99976203
 KU4791
 KU4791|---------------------------------------------------------------------|
 KU4791| PID    Reference Object                     Distance      Geod. Az  |
 KU4791|                                                           dddmmss.s |
 KU4791| KU4556 08 E 16 N                           334.991 METERS 17444     |
 KU4791|---------------------------------------------------------------------|
 KU4791
 KU4791                          SUPERSEDED SURVEY CONTROL
 KU4791
 KU4791  ELLIP H (09/01/99)   20.21   (m)                       GP(       ) 4 1
 KU4791  NAD 83(1996)-  40 47 20.25416(N)    073 37 36.65197(W) AD(       ) 1
 KU4791  NAD 83(1992)-  40 47 20.25404(N)    073 37 36.65177(W) AD(       ) 1
 KU4791  NAD 83(1986)-  40 47 20.25452(N)    073 37 36.65313(W) AD(       ) 1
 KU4791  NGVD 29 (03/24/92)   51.8    (m)          170.     (f) GPS OBS        
 KU4791
 KU4791.Superseded values are not recommended for survey control.
 KU4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4791.See file dsdata.txt to determine how the superseded data were derived.
 KU4791
 KU4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1585316237(NAD 83)
 KU4791_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4791_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4791_STAMPING: 08E16NAZ
 KU4791_MARK LOGO: NYDPW 
 KU4791_PROJECTION: RECESSED 8 CENTIMETERS
 KU4791_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4791+STABILITY: POSITION/ELEVATION WELL
 KU4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4791+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1990
 KU4791_ROD/PIPE-DEPTH: 20.6 meters
 KU4791_SLEEVE-DEPTH  : 1.52 meters
 KU4791
 KU4791  HISTORY     - Date     Condition        Report By
 KU4791  HISTORY     - 1989     MONUMENTED       SBAS
 KU4791  HISTORY     - 19900309 GOOD
 KU4791
 KU4791                          STATION DESCRIPTION
 KU4791
 KU4791'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4791'THE POINT IS LOCATED IN EAST HILLS, TOWN OF NORTH HEMPSTEAD, 433 FEET
 KU4791'(132.0 M) NORTH OF THE CENTERLINE OF PLANTING FIELDS ROAD AND 15 FEET
 KU4791'(4.6 M) WEST OF THE CENTERLINE WESTWOOD CIRCLE,IN THE GRASS AREA
 KU4791'ADJACENT TO THE CURB.
 KU4791'THE LOCATION TIES ARE 78.8 FEET (24.0 M) FROM THE NORTH EAST CORNER OF
 KU4791'HOUSE NUMBER 118, 64.4 FEET (19.6 M) FROM THE NORTH EAST CORNER OF
 KU4791'HOUSE NUMBER 122 AND 10.9 FEET (3.3 M) FROM THE SOUTH EAST CORNER OF
 KU4791'THE DRIVEWAY OF HOUSE NUMBER 122 AT THE BELGIAN BLOCK CURB.
 KU4791
 KU4791                          STATION RECOVERY (1990)
 KU4791
 KU4791'RECOVERED 1990
 KU4791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4771 ***********************************************************************
 KU4771  DESIGNATION -  08E 17N
 KU4771  PID         -  KU4771
 KU4771  STATE/COUNTY-  NY/NASSAU
 KU4771  USGS QUAD   -  SEA CLIFF (1979)
 KU4771
 KU4771                         *CURRENT SURVEY CONTROL
 KU4771  ___________________________________________________________________
 KU4771* NAD 83(1996)-  40 47 59.96565(N)    073 37 34.02247(W)     ADJUSTED  
 KU4771* NAVD 88     -        62.2    (meters)     204.     (feet)  VERTCON   
 KU4771  ___________________________________________________________________
 KU4771  X           -   1,363,050.835 (meters)                     COMP
 KU4771  Y           -  -4,639,055.689 (meters)                     COMP
 KU4771  Z           -   4,145,654.852 (meters)                     COMP
 KU4771  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KU4771  ELLIP HEIGHT-          30.99  (meters)          (12/03/02) GPS OBS
 KU4771  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU4771
 KU4771  HORZ ORDER  -  FIRST
 KU4771  ELLP ORDER  -  FOURTH    CLASS II
 KU4771
 KU4771.The horizontal coordinates were established by GPS observations
 KU4771.and adjusted by the National Geodetic Survey in January 1999..
 KU4771
 KU4771.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4771
 KU4771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4771
 KU4771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4771
 KU4771.The ellipsoidal height was determined by GPS observations
 KU4771.and is referenced to NAD 83.
 KU4771
 KU4771.The geoid height was determined by GEOID03.
 KU4771
 KU4771;                    North         East     Units Scale Factor Converg.
 KU4771;SPC NY L     -    70,395.530   331,551.339   MT  0.99999528   +0 14 40.4
 KU4771;SPC NY L     -   230,956.00  1,087,764.68   sFT  0.99999528   +0 14 40.4
 KU4771;UTM  18      - 4,517,462.527   615,895.858   MT  0.99976532   +0 53 52.2
 KU4771
 KU4771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4771!SPC NY L     -   0.99999514  x   0.99999528  =   0.99999042
 KU4771!UTM  18      -   0.99999514  x   0.99976532  =   0.99976046
 KU4771
 KU4771|---------------------------------------------------------------------|
 KU4771| PID    Reference Object                     Distance      Geod. Az  |
 KU4771|                                                           dddmmss.s |
 KU4771| KU4792 08E 17N AZ                          238.734 METERS 16206     |
 KU4771|---------------------------------------------------------------------|
 KU4771
 KU4771                          SUPERSEDED SURVEY CONTROL
 KU4771
 KU4771  ELLIP H (09/01/99)   31.00   (m)                       GP(       ) 4 1
 KU4771  NAD 83(1996)-  40 47 59.96867(N)    073 37 34.02137(W) AD(       ) 1
 KU4771  NAD 83(1992)-  40 47 59.96854(N)    073 37 34.02116(W) AD(       ) 1
 KU4771  NAD 83(1986)-  40 47 59.96910(N)    073 37 34.02257(W) AD(       ) 1
 KU4771  NGVD 29 (03/24/92)   62.5    (m)          205.     (f) GPS OBS        
 KU4771
 KU4771.Superseded values are not recommended for survey control.
 KU4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4771.See file dsdata.txt to determine how the superseded data were derived.
 KU4771
 KU4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1589617463(NAD 83)
 KU4771_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4771_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4771_STAMPING: 08E17N
 KU4771_MARK LOGO: NYDPW 
 KU4771_PROJECTION: RECESSED 8 CENTIMETERS
 KU4771_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4771+STABILITY: POSITION/ELEVATION WELL
 KU4771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4771+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1990
 KU4771_ROD/PIPE-DEPTH: 20.6 meters
 KU4771_SLEEVE-DEPTH  : 1.52 meters
 KU4771
 KU4771  HISTORY     - Date     Condition        Report By
 KU4771  HISTORY     - 1989     MONUMENTED       SBAS
 KU4771  HISTORY     - 19901217 GOOD
 KU4771
 KU4771                          STATION DESCRIPTION
 KU4771
 KU4771'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4771'THE POINT IS LOCATED IN EAST HILLS, TOWN OF NORTH HEMPSTEAD, 19 FEET
 KU4771'(5.8 M) WEST ON THE CENTERLINE OF WALNUT DRIVE AND 48 FEET (14.6 M)
 KU4771'SOUTH OF THE CENTERLINE OF ELM DRIVE,IN THE GRASS AREA ADJACENT TO THE
 KU4771'CURB.
 KU4771'THE LOCATION TIES ARE 50.3 FEET (15.3 M) FROM THE CENTER OF THE DRAIN
 KU4771'MANHOLE IN THE STREET, 60.8 FEET (18.5 M) FROM THE CENTER OF THE
 KU4771'DRAIN MANHOLE IN THE SIDEWALK ON THE SOUTH SIDE OF THE STREET AND
 KU4771'77.2 FEET (23.5 M) FROM THE CENTER OF THE HYDRANT.
 KU4771
 KU4771                          STATION RECOVERY (1990)
 KU4771
 KU4771'RECOVERED 1990
 KU4771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4792 ***********************************************************************
 KU4792  DESIGNATION -  08E 17N AZ
 KU4792  PID         -  KU4792
 KU4792  STATE/COUNTY-  NY/NASSAU
 KU4792  USGS QUAD   -  SEA CLIFF (1979)
 KU4792
 KU4792                         *CURRENT SURVEY CONTROL
 KU4792  ___________________________________________________________________
 KU4792* NAD 83(1996)-  40 47 52.60095(N)    073 37 30.89268(W)     ADJUSTED  
 KU4792* NAVD 88     -        62.6    (meters)     205.     (feet)  VERTCON   
 KU4792  ___________________________________________________________________
 KU4792  X           -   1,363,163.151 (meters)                     COMP
 KU4792  Y           -  -4,639,177.689 (meters)                     COMP
 KU4792  Z           -   4,145,483.110 (meters)                     COMP
 KU4792  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 KU4792  ELLIP HEIGHT-          31.35  (meters)          (12/03/02) GPS OBS
 KU4792  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4792
 KU4792  HORZ ORDER  -  FIRST
 KU4792  ELLP ORDER  -  FOURTH    CLASS II
 KU4792
 KU4792.The horizontal coordinates were established by GPS observations
 KU4792.and adjusted by the National Geodetic Survey in January 1999..
 KU4792
 KU4792.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4792
 KU4792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4792
 KU4792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4792
 KU4792.The ellipsoidal height was determined by GPS observations
 KU4792.and is referenced to NAD 83.
 KU4792
 KU4792.The geoid height was determined by GEOID03.
 KU4792
 KU4792;                    North         East     Units Scale Factor Converg.
 KU4792;SPC NY L     -    70,168.666   331,625.677   MT  0.99999531   +0 14 42.4
 KU4792;SPC NY L     -   230,211.70  1,088,008.58   sFT  0.99999531   +0 14 42.4
 KU4792;UTM  18      - 4,517,236.577   615,972.759   MT  0.99976554   +0 53 54.1
 KU4792
 KU4792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4792!SPC NY L     -   0.99999508  x   0.99999531  =   0.99999039
 KU4792!UTM  18      -   0.99999508  x   0.99976554  =   0.99976062
 KU4792
 KU4792|---------------------------------------------------------------------|
 KU4792| PID    Reference Object                     Distance      Geod. Az  |
 KU4792|                                                           dddmmss.s |
 KU4792| KU4771 08E 17N                             238.734 METERS 34206     |
 KU4792|---------------------------------------------------------------------|
 KU4792
 KU4792                          SUPERSEDED SURVEY CONTROL
 KU4792
 KU4792  ELLIP H (09/01/99)   31.35   (m)                       GP(       ) 4 1
 KU4792  NAD 83(1996)-  40 47 52.60395(N)    073 37 30.89159(W) AD(       ) 1
 KU4792  NAD 83(1992)-  40 47 52.60382(N)    073 37 30.89138(W) AD(       ) 1
 KU4792  NAD 83(1986)-  40 47 52.60425(N)    073 37 30.89259(W) AD(       ) 1
 KU4792  NGVD 29 (03/24/92)   62.9    (m)          206.     (f) GPS OBS        
 KU4792
 KU4792.Superseded values are not recommended for survey control.
 KU4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4792.See file dsdata.txt to determine how the superseded data were derived.
 KU4792
 KU4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1597317237(NAD 83)
 KU4792_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4792_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4792_STAMPING: 08E17NAZ
 KU4792_MARK LOGO: NYDPW 
 KU4792_PROJECTION: RECESSED 8 CENTIMETERS
 KU4792_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4792+STABILITY: POSITION/ELEVATION WELL
 KU4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4792+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 KU4792_ROD/PIPE-DEPTH: 17.0 meters
 KU4792_SLEEVE-DEPTH  : 1.52 meters
 KU4792
 KU4792  HISTORY     - Date     Condition        Report By
 KU4792  HISTORY     - 1989     MONUMENTED       SBAS
 KU4792  HISTORY     - 19910228 GOOD
 KU4792
 KU4792                          STATION DESCRIPTION
 KU4792
 KU4792'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4792'THE POINT IS LOCATED IN EAST HILLS, TOWN OF NORTH HEMPSTEAD, 27 FEET
 KU4792'(8.2 M) EAST OF THE CENTERLINE OF WALNUT DRIVE AND 26 FEET (7.9 M)
 KU4792'SOUTH OF THE CENTERLINE OF CEDAR DRIVE,IN THE GRASS AREA ADJACENT TO
 KU4792'THE CURB.
 KU4792'THE LOCATION TIES ARE 36.0 FEET (11.0 M) FROM THE WATER VALVE, 64.0
 KU4792'FEET (19.5 M) FROM THE HYDRANT AND 29.9 FEET (9.1 M) FROM THE NORTH
 KU4792'WEST CORNER OF THE BRICK COLUMN LOCATED IN FRONT OF HOUSE NUMBER 125
 KU4792'CEDAR DRIVE.
 KU4792
 KU4792                          STATION RECOVERY (1991)
 KU4792
 KU4792'RECOVERED 1991
 KU4792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4772 ***********************************************************************
 KU4772  DESIGNATION -  08E 18N
 KU4772  PID         -  KU4772
 KU4772  STATE/COUNTY-  NY/NASSAU
 KU4772  USGS QUAD   -  SEA CLIFF (1979)
 KU4772
 KU4772                         *CURRENT SURVEY CONTROL
 KU4772  ___________________________________________________________________
 KU4772* NAD 83(1996)-  40 49 01.14919(N)    073 37 32.02101(W)     ADJUSTED  
 KU4772* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 KU4772  ___________________________________________________________________
 KU4772  X           -   1,362,744.782 (meters)                     COMP
 KU4772  Y           -  -4,637,847.673 (meters)                     COMP
 KU4772  Z           -   4,147,073.152 (meters)                     COMP
 KU4772  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KU4772  ELLIP HEIGHT-          15.33  (meters)          (12/03/02) GPS OBS
 KU4772  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4772
 KU4772  HORZ ORDER  -  FIRST
 KU4772  ELLP ORDER  -  FOURTH    CLASS II
 KU4772
 KU4772.The horizontal coordinates were established by GPS observations
 KU4772.and adjusted by the National Geodetic Survey in January 1999..
 KU4772
 KU4772.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4772
 KU4772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4772
 KU4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4772
 KU4772.The ellipsoidal height was determined by GPS observations
 KU4772.and is referenced to NAD 83.
 KU4772
 KU4772.The geoid height was determined by GEOID03.
 KU4772
 KU4772;                    North         East     Units Scale Factor Converg.
 KU4772;SPC NY L     -    72,283.049   331,590.188   MT  0.99999507   +0 14 41.7
 KU4772;SPC NY L     -   237,148.64  1,087,892.14   sFT  0.99999507   +0 14 41.7
 KU4772;UTM  18      - 4,519,349.933   615,913.175   MT  0.99976537   +0 53 54.6
 KU4772
 KU4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4772!SPC NY L     -   0.99999760  x   0.99999507  =   0.99999267
 KU4772!UTM  18      -   0.99999760  x   0.99976537  =   0.99976297
 KU4772
 KU4772:                Primary Azimuth Mark                     Grid Az
 KU4772:SPC NY L     -  08E 18N AZ                               007 30 16.3
 KU4772:UTM  18      -  08E 18N AZ                               006 51 03.4
 KU4772
 KU4772|---------------------------------------------------------------------|
 KU4772| PID    Reference Object                     Distance      Geod. Az  |
 KU4772|                                                           dddmmss.s |
 KU4772| KU4793 08E 18N AZ                          425.263 METERS 0074458.0 |
 KU4772|---------------------------------------------------------------------|
 KU4772
 KU4772                          SUPERSEDED SURVEY CONTROL
 KU4772
 KU4772  ELLIP H (09/01/99)   15.34   (m)                       GP(       ) 4 1
 KU4772  NAD 83(1996)-  40 49 01.15218(N)    073 37 32.01992(W) AD(       ) 1
 KU4772  NAD 83(1992)-  40 49 01.15206(N)    073 37 32.01971(W) AD(       ) 1
 KU4772  NAD 83(1986)-  40 49 01.15259(N)    073 37 32.02117(W) AD(       ) 1
 KU4772  NGVD 29 (03/24/92)   46.8    (m)          154.     (f) GPS OBS        
 KU4772
 KU4772.Superseded values are not recommended for survey control.
 KU4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4772.See file dsdata.txt to determine how the superseded data were derived.
 KU4772
 KU4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1591319350(NAD 83)
 KU4772_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4772_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4772_STAMPING: 08E18N
 KU4772_MARK LOGO: NYDPW 
 KU4772_PROJECTION: RECESSED 8 CENTIMETERS
 KU4772_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4772+STABILITY: POSITION/ELEVATION WELL
 KU4772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4772+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1990
 KU4772_ROD/PIPE-DEPTH: 20.6 meters
 KU4772_SLEEVE-DEPTH  : 1.52 meters
 KU4772
 KU4772  HISTORY     - Date     Condition        Report By
 KU4772  HISTORY     - 1989     MONUMENTED       SBAS
 KU4772  HISTORY     - 19900123 GOOD
 KU4772
 KU4772                          STATION DESCRIPTION
 KU4772
 KU4772'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4772'THE POINT IS LOCATED IN GREENVALE, TOWN OF OYSTER BAY, 58 FEET
 KU4772'(17.7 M) SOUTH OF THE CENTERLINE OF MARY LANE AND 25 FEET (7.6 M)
 KU4772'EAST OF THE CENTERLINE OF NORTHBOUND LANES OF GLEN COVE ROAD,IN THE
 KU4772'GRASS AREA ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU4772'THE LOCATION TIES ARE 22.5 FEET (6.9 M) FROM THE NORTH EAST CORNER OF
 KU4772'THE WESTERLY CATCH BASIN, 20.0 FEET (6.1 M) FROM THE NORTH WEST
 KU4772'CORNER OF THE EASTERLY CATCH BASIN AND 34.4 FEET (10.5 M) FROM THE
 KU4772'CENTER OF THE UTILITY POLE.
 KU4772
 KU4772                          STATION RECOVERY (1990)
 KU4772
 KU4772'RECOVERED 1990
 KU4772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4793 ***********************************************************************
 KU4793  DESIGNATION -  08E 18N AZ
 KU4793  PID         -  KU4793
 KU4793  STATE/COUNTY-  NY/NASSAU
 KU4793  USGS QUAD   -  SEA CLIFF (1979)
 KU4793
 KU4793                         *CURRENT SURVEY CONTROL
 KU4793  ___________________________________________________________________
 KU4793* NAD 83(1996)-  40 49 14.80933(N)    073 37 29.57402(W)     ADJUSTED  
 KU4793* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 KU4793  ___________________________________________________________________
 KU4793  X           -   1,362,722.652 (meters)                     COMP
 KU4793  Y           -  -4,637,568.949 (meters)                     COMP
 KU4793  Z           -   4,147,393.587 (meters)                     COMP
 KU4793  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KU4793  ELLIP HEIGHT-          17.69  (meters)          (12/03/02) GPS OBS
 KU4793  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU4793
 KU4793  HORZ ORDER  -  FIRST
 KU4793  ELLP ORDER  -  FOURTH    CLASS II
 KU4793
 KU4793.The horizontal coordinates were established by GPS observations
 KU4793.and adjusted by the National Geodetic Survey in January 1999..
 KU4793
 KU4793.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4793
 KU4793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4793
 KU4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4793
 KU4793.The ellipsoidal height was determined by GPS observations
 KU4793.and is referenced to NAD 83.
 KU4793
 KU4793.The geoid height was determined by GEOID03.
 KU4793
 KU4793;                    North         East     Units Scale Factor Converg.
 KU4793;SPC NY L     -    72,704.668   331,645.729   MT  0.99999503   +0 14 43.3
 KU4793;SPC NY L     -   238,531.90  1,088,074.36   sFT  0.99999503   +0 14 43.3
 KU4793;UTM  18      - 4,519,772.061   615,963.891   MT  0.99976552   +0 53 56.4
 KU4793
 KU4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4793!SPC NY L     -   0.99999723  x   0.99999503  =   0.99999226
 KU4793!UTM  18      -   0.99999723  x   0.99976552  =   0.99976275
 KU4793
 KU4793:                Primary Azimuth Mark                     Grid Az
 KU4793:SPC NY L     -  08E 18N                                  187 30 16.3
 KU4793:UTM  18      -  08E 18N                                  186 51 03.2
 KU4793
 KU4793|---------------------------------------------------------------------|
 KU4793| PID    Reference Object                     Distance      Geod. Az  |
 KU4793|                                                           dddmmss.s |
 KU4793| KU4772 08E 18N                             425.263 METERS 1874459.6 |
 KU4793|---------------------------------------------------------------------|
 KU4793
 KU4793                          SUPERSEDED SURVEY CONTROL
 KU4793
 KU4793  ELLIP H (09/01/99)   17.69   (m)                       GP(       ) 4 1
 KU4793  NAD 83(1996)-  40 49 14.81233(N)    073 37 29.57293(W) AD(       ) 1
 KU4793  NAD 83(1992)-  40 49 14.81220(N)    073 37 29.57272(W) AD(       ) 1
 KU4793  NAD 83(1986)-  40 49 14.81264(N)    073 37 29.57409(W) AD(       ) 1
 KU4793  NGVD 29 (03/24/92)   49.2    (m)          161.     (f) GPS OBS        
 KU4793
 KU4793.Superseded values are not recommended for survey control.
 KU4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4793.See file dsdata.txt to determine how the superseded data were derived.
 KU4793
 KU4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1596419772(NAD 83)
 KU4793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4793_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4793_STAMPING: 08E18NAZ
 KU4793_MARK LOGO: NYDPW 
 KU4793_PROJECTION: RECESSED 8 CENTIMETERS
 KU4793_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4793+STABILITY: POSITION/ELEVATION WELL
 KU4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4793+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1990
 KU4793_ROD/PIPE-DEPTH: 20.6 meters
 KU4793_SLEEVE-DEPTH  : 1.52 meters
 KU4793
 KU4793  HISTORY     - Date     Condition        Report By
 KU4793  HISTORY     - 1989     MONUMENTED       SBAS
 KU4793  HISTORY     - 19900309 GOOD
 KU4793
 KU4793                          STATION DESCRIPTION
 KU4793
 KU4793'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4793'THE POINT IS LOCATED IN OLD BROOKVILLE, TOWN OF OYSTER BAY, 26 FEET
 KU4793'(7.9 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF GLEN COVE
 KU4793'ROAD AND 596 FEET (181.7 M) SOUTH OF THE CENTERLINE OF SIMONSON
 KU4793'ROAD,IN THE GRASS AREA ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU4793'THE LOCATION TIES ARE 3.2 FEET (1.0 M) FROM THE EDGE OF THE PAVEMENT
 KU4793'OF GLEN COVE ROAD, 29.0 FEET (8.8 M) FROM THE CENTER OF THE ROUTE
 KU4793'MARKER SIGN AND 72.9 FEET (22.2 M) FROM THE CENTER OF THE SIGN
 KU4793'READING NO DUMPING N Y STATE.
 KU4793
 KU4793                          STATION RECOVERY (1990)
 KU4793
 KU4793'RECOVERED 1990
 KU4793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4773 ***********************************************************************
 KU4773  DESIGNATION -  08E 19N
 KU4773  PID         -  KU4773
 KU4773  STATE/COUNTY-  NY/NASSAU
 KU4773  USGS QUAD   -  SEA CLIFF (1979)
 KU4773
 KU4773                         *CURRENT SURVEY CONTROL
 KU4773  ___________________________________________________________________
 KU4773* NAD 83(1996)-  40 49 46.17287(N)    073 38 07.61748(W)     ADJUSTED  
 KU4773* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 KU4773  ___________________________________________________________________
 KU4773  X           -   1,361,687.050 (meters)                     COMP
 KU4773  Y           -  -4,637,206.455 (meters)                     COMP
 KU4773  Z           -   4,148,119.493 (meters)                     COMP
 KU4773  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KU4773  ELLIP HEIGHT-           8.21  (meters)          (12/03/02) GPS OBS
 KU4773  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU4773
 KU4773  HORZ ORDER  -  FIRST
 KU4773  ELLP ORDER  -  FOURTH    CLASS II
 KU4773
 KU4773.The horizontal coordinates were established by GPS observations
 KU4773.and adjusted by the National Geodetic Survey in January 1999..
 KU4773
 KU4773.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4773
 KU4773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4773
 KU4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4773
 KU4773.The ellipsoidal height was determined by GPS observations
 KU4773.and is referenced to NAD 83.
 KU4773
 KU4773.The geoid height was determined by GEOID03.
 KU4773
 KU4773;                    North         East     Units Scale Factor Converg.
 KU4773;SPC NY L     -    73,668.373   330,750.202   MT  0.99999496   +0 14 18.4
 KU4773;SPC NY L     -   241,693.65  1,085,136.29   sFT  0.99999496   +0 14 18.4
 KU4773;UTM  18      - 4,520,725.266   615,057.635   MT  0.99976294   +0 53 32.1
 KU4773
 KU4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4773!SPC NY L     -   0.99999871  x   0.99999496  =   0.99999367
 KU4773!UTM  18      -   0.99999871  x   0.99976294  =   0.99976165
 KU4773
 KU4773|---------------------------------------------------------------------|
 KU4773| PID    Reference Object                     Distance      Geod. Az  |
 KU4773|                                                           dddmmss.s |
 KU4773| KU4794 08E 19N AZ                          207.786 METERS 34841     |
 KU4773|---------------------------------------------------------------------|
 KU4773
 KU4773                          SUPERSEDED SURVEY CONTROL
 KU4773
 KU4773  ELLIP H (09/01/99)    8.22   (m)                       GP(       ) 4 1
 KU4773  NAD 83(1996)-  40 49 46.17582(N)    073 38 07.61640(W) AD(       ) 1
 KU4773  NAD 83(1992)-  40 49 46.17572(N)    073 38 07.61623(W) AD(       ) 1
 KU4773  NAD 83(1986)-  40 49 46.17628(N)    073 38 07.61782(W) AD(       ) 1
 KU4773  NGVD 29 (03/24/92)   39.7    (m)          130.     (f) GPS OBS        
 KU4773
 KU4773.Superseded values are not recommended for survey control.
 KU4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4773.See file dsdata.txt to determine how the superseded data were derived.
 KU4773
 KU4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1505820725(NAD 83)
 KU4773_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4773_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4773_STAMPING: 08E19N
 KU4773_MARK LOGO: NYDPW 
 KU4773_PROJECTION: RECESSED 8 CENTIMETERS
 KU4773_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4773+STABILITY: POSITION/ELEVATION WELL
 KU4773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4773+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991
 KU4773_ROD/PIPE-DEPTH: 20.6 meters
 KU4773_SLEEVE-DEPTH  : 1.52 meters
 KU4773
 KU4773  HISTORY     - Date     Condition        Report By
 KU4773  HISTORY     - 1989     MONUMENTED       SBAS
 KU4773  HISTORY     - 19910729 GOOD
 KU4773
 KU4773                          STATION DESCRIPTION
 KU4773
 KU4773'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4773'THE POINT IS LOCATED IN GLENWOOD LANDING,TOWN OF OYSTER BAY,7 FEET
 KU4773'WEST OF THE CENTERLINE OF VIRGINIA STREET AND 90 FEET (27.4 M) SOUTH
 KU4773'OF THE CENTERLINE OF SMITH STREET,IN THE PAVED ROADWAY.
 KU4773'THE LOCATION TIES ARE 50.6 FEET (15.4 M) FROM THE LONG ISLAND LIGHTING
 KU4773'COMPANY UTILITY POLE NUMBER 1,40.1 FEET FROM THE SOUTH EAST CORNER OF
 KU4773'HOUSE NUMBER 57 SMITH STREET AND 21.8 FEET (6.6 M) FROM THE FACE OF
 KU4773'THE CURB ON THE EAST SIDE OF VIRGINIA STREET.
 KU4773
 KU4773                          STATION RECOVERY (1991)
 KU4773
 KU4773'RECOVERED 1991
 KU4773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4794 ***********************************************************************
 KU4794  DESIGNATION -  08E 19N AZ
 KU4794  PID         -  KU4794
 KU4794  STATE/COUNTY-  NY/NASSAU
 KU4794  USGS QUAD   -  SEA CLIFF (1979)
 KU4794
 KU4794                         *CURRENT SURVEY CONTROL
 KU4794  ___________________________________________________________________
 KU4794* NAD 83(1996)-  40 49 52.77783(N)    073 38 09.35778(W)     ADJUSTED  
 KU4794* NAVD 88     -        39.5    (meters)     130.     (feet)  VERTCON   
 KU4794  ___________________________________________________________________
 KU4794  X           -   1,361,610.421 (meters)                     COMP
 KU4794  Y           -  -4,637,090.221 (meters)                     COMP
 KU4794  Z           -   4,148,273.742 (meters)                     COMP
 KU4794  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 KU4794  ELLIP HEIGHT-           8.34  (meters)          (12/03/02) GPS OBS
 KU4794  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU4794
 KU4794  HORZ ORDER  -  FIRST
 KU4794  ELLP ORDER  -  FOURTH    CLASS II
 KU4794
 KU4794.The horizontal coordinates were established by GPS observations
 KU4794.and adjusted by the National Geodetic Survey in January 1999..
 KU4794
 KU4794.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4794
 KU4794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4794
 KU4794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4794
 KU4794.The ellipsoidal height was determined by GPS observations
 KU4794.and is referenced to NAD 83.
 KU4794
 KU4794.The geoid height was determined by GEOID03.
 KU4794
 KU4794;                    North         East     Units Scale Factor Converg.
 KU4794;SPC NY L     -    73,871.947   330,708.579   MT  0.99999495   +0 14 17.3
 KU4794;SPC NY L     -   242,361.55  1,084,999.73   sFT  0.99999495   +0 14 17.3
 KU4794;UTM  18      - 4,520,928.304   615,013.702   MT  0.99976281   +0 53 31.1
 KU4794
 KU4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4794!SPC NY L     -   0.99999869  x   0.99999495  =   0.99999364
 KU4794!UTM  18      -   0.99999869  x   0.99976281  =   0.99976150
 KU4794
 KU4794|---------------------------------------------------------------------|
 KU4794| PID    Reference Object                     Distance      Geod. Az  |
 KU4794|                                                           dddmmss.s |
 KU4794| KU4773 08E 19N                             207.786 METERS 16841     |
 KU4794|---------------------------------------------------------------------|
 KU4794
 KU4794                          SUPERSEDED SURVEY CONTROL
 KU4794
 KU4794  ELLIP H (09/01/99)    8.35   (m)                       GP(       ) 4 1
 KU4794  NAD 83(1996)-  40 49 52.78080(N)    073 38 09.35671(W) AD(       ) 1
 KU4794  NAD 83(1992)-  40 49 52.78067(N)    073 38 09.35651(W) AD(       ) 1
 KU4794  NAD 83(1986)-  40 49 52.78134(N)    073 38 09.35815(W) AD(       ) 1
 KU4794  NGVD 29 (03/24/92)   39.8    (m)          131.     (f) GPS OBS        
 KU4794
 KU4794.Superseded values are not recommended for survey control.
 KU4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4794.See file dsdata.txt to determine how the superseded data were derived.
 KU4794
 KU4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1501420928(NAD 83)
 KU4794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4794_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4794_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4794_STAMPING: 08E19NAZ
 KU4794_MARK LOGO: NYDPW 
 KU4794_PROJECTION: RECESSED 8 CENTIMETERS
 KU4794_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4794+STABILITY: POSITION/ELEVATION WELL
 KU4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4794+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 KU4794_ROD/PIPE-DEPTH: 20.6 meters
 KU4794_SLEEVE-DEPTH  : 1.52 meters
 KU4794
 KU4794  HISTORY     - Date     Condition        Report By
 KU4794  HISTORY     - 1989     MONUMENTED       SBAS
 KU4794  HISTORY     - 19910206 GOOD
 KU4794
 KU4794                          STATION DESCRIPTION
 KU4794
 KU4794'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4794'THE POINT IS LOCATED IN GLENWOOD LANDING,TOWN OF OYSTER BAY,18 FEET
 KU4794'SOUTH OF THE CENTERLINE OF GLENWOOD ROAD AND 19 FEET (5.8 M) EAST OF
 KU4794'THE CENTERLINE OF VIRGINIA STREET,IN THE CONCRETE SIDEWALK.
 KU4794'THE LOCATION TIES ARE 36.3 FEET (11.1 M) FROM THE LONG ISLAND LIGHTING
 KU4794'COMPANY UTILITY POLE NUMBER 24,38.8 FEET FROM THE CENTER OF THE
 KU4794'HYDRANT AND 38.2 FEET (11.6 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU4794'NUMBER 59 GLENWOOD ROAD.
 KU4794
 KU4794                          STATION RECOVERY (1991)
 KU4794
 KU4794'RECOVERED 1991
 KU4794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4774 ***********************************************************************
 KU4774  DESIGNATION -  08E 20N
 KU4774  PID         -  KU4774
 KU4774  STATE/COUNTY-  NY/NASSAU
 KU4774  USGS QUAD   -  SEA CLIFF (1979)
 KU4774
 KU4774                         *CURRENT SURVEY CONTROL
 KU4774  ___________________________________________________________________
 KU4774* NAD 83(1996)-  40 50 32.38901(N)    073 37 45.18993(W)     ADJUSTED  
 KU4774* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 KU4774  ___________________________________________________________________
 KU4774  X           -   1,361,930.560 (meters)                     COMP
 KU4774  Y           -  -4,636,170.935 (meters)                     COMP
 KU4774  Z           -   4,149,204.424 (meters)                     COMP
 KU4774  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 KU4774  ELLIP HEIGHT-          17.85  (meters)          (12/03/02) GPS OBS
 KU4774  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4774
 KU4774  HORZ ORDER  -  FIRST
 KU4774  ELLP ORDER  -  FOURTH    CLASS II
 KU4774
 KU4774.The horizontal coordinates were established by GPS observations
 KU4774.and adjusted by the National Geodetic Survey in January 1999..
 KU4774
 KU4774.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4774
 KU4774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4774
 KU4774.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4774
 KU4774.The ellipsoidal height was determined by GPS observations
 KU4774.and is referenced to NAD 83.
 KU4774
 KU4774.The geoid height was determined by GEOID03.
 KU4774
 KU4774;                    North         East     Units Scale Factor Converg.
 KU4774;SPC NY L     -    75,096.208   331,269.660   MT  0.99999491   +0 14 33.1
 KU4774;SPC NY L     -   246,378.14  1,086,840.54   sFT  0.99999491   +0 14 33.1
 KU4774;UTM  18      - 4,522,158.604   615,560.648   MT  0.99976437   +0 53 47.6
 KU4774
 KU4774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4774!SPC NY L     -   0.99999720  x   0.99999491  =   0.99999211
 KU4774!UTM  18      -   0.99999720  x   0.99976437  =   0.99976157
 KU4774
 KU4774|---------------------------------------------------------------------|
 KU4774| PID    Reference Object                     Distance      Geod. Az  |
 KU4774|                                                           dddmmss.s |
 KU4774| KU4795 08E 20N AZ                          336.576 METERS 25047     |
 KU4774|---------------------------------------------------------------------|
 KU4774
 KU4774                          SUPERSEDED SURVEY CONTROL
 KU4774
 KU4774  ELLIP H (09/01/99)   17.85   (m)                       GP(       ) 4 1
 KU4774  NAD 83(1996)-  40 50 32.39197(N)    073 37 45.18887(W) AD(       ) 1
 KU4774  NAD 83(1992)-  40 50 32.39185(N)    073 37 45.18866(W) AD(       ) 1
 KU4774  NAD 83(1986)-  40 50 32.39245(N)    073 37 45.19024(W) AD(       ) 1
 KU4774  NGVD 29 (03/24/92)   49.3    (m)          162.     (f) GPS OBS        
 KU4774
 KU4774.Superseded values are not recommended for survey control.
 KU4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4774.See file dsdata.txt to determine how the superseded data were derived.
 KU4774
 KU4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1556122159(NAD 83)
 KU4774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4774_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4774_STAMPING: 08E20N
 KU4774_MARK LOGO: NYDPW 
 KU4774_PROJECTION: RECESSED 8 CENTIMETERS
 KU4774_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4774+STABILITY: POSITION/ELEVATION WELL
 KU4774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4774+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1990
 KU4774_ROD/PIPE-DEPTH: 3.64 meters
 KU4774_SLEEVE-DEPTH  : 1.52 meters
 KU4774
 KU4774  HISTORY     - Date     Condition        Report By
 KU4774  HISTORY     - 1989     MONUMENTED       SBAS
 KU4774  HISTORY     - 19900131 GOOD
 KU4774
 KU4774                          STATION DESCRIPTION
 KU4774
 KU4774'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4774'THE POINT IS LOCATED IN GLEN HEAD, TOWN OF OYSTER BAY, 993 FEET
 KU4774'(302.7 M) EAST OF THE CENTERLINE OF EXETER PLACE AND 21 FEET (6.4 M)
 KU4774'NORTH OF PLYMOUTH DRIVE NORTH,IN THE CONCRETE SIDEWALK.
 KU4774'THE LOCATION TIES ARE 73.7 FEET (22.5 M) FROM THE LIGHT POLE, 6.3 FEET
 KU4774'(1.9 M) FROM THE FACE OF THE CURB ON THE NORTH SIDE OF PLYMOUTH DRIVE
 KU4774'NORTH AND 44.3 FEET (13.5 M) FROM THE SOUTH EAST CORNER OF HOUSE
 KU4774'NUMBER 77.
 KU4774
 KU4774                          STATION RECOVERY (1990)
 KU4774
 KU4774'RECOVERED 1990
 KU4774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4795 ***********************************************************************
 KU4795  DESIGNATION -  08E 20N AZ
 KU4795  PID         -  KU4795
 KU4795  STATE/COUNTY-  NY/NASSAU
 KU4795  USGS QUAD   -  SEA CLIFF (1979)
 KU4795
 KU4795                         *CURRENT SURVEY CONTROL
 KU4795  ___________________________________________________________________
 KU4795* NAD 83(1996)-  40 50 28.79863(N)    073 37 58.75704(W)     ADJUSTED  
 KU4795* NAVD 88     -        53.9    (meters)     177.     (feet)  VERTCON   
 KU4795  ___________________________________________________________________
 KU4795  X           -   1,361,647.066 (meters)                     COMP
 KU4795  Y           -  -4,636,333.558 (meters)                     COMP
 KU4795  Z           -   4,149,123.840 (meters)                     COMP
 KU4795  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KU4795  ELLIP HEIGHT-          22.75  (meters)          (12/03/02) GPS OBS
 KU4795  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4795
 KU4795  HORZ ORDER  -  FIRST
 KU4795  ELLP ORDER  -  FOURTH    CLASS II
 KU4795
 KU4795.The horizontal coordinates were established by GPS observations
 KU4795.and adjusted by the National Geodetic Survey in January 1999..
 KU4795
 KU4795.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4795
 KU4795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4795
 KU4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4795
 KU4795.The ellipsoidal height was determined by GPS observations
 KU4795.and is referenced to NAD 83.
 KU4795
 KU4795.The geoid height was determined by GEOID03.
 KU4795
 KU4795;                    North         East     Units Scale Factor Converg.
 KU4795;SPC NY L     -    74,984.117   330,952.299   MT  0.99999491   +0 14 24.2
 KU4795;SPC NY L     -   246,010.39  1,085,799.33   sFT  0.99999491   +0 14 24.2
 KU4795;UTM  18      - 4,522,042.925   615,244.660   MT  0.99976347   +0 53 38.7
 KU4795
 KU4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4795!SPC NY L     -   0.99999643  x   0.99999491  =   0.99999134
 KU4795!UTM  18      -   0.99999643  x   0.99976347  =   0.99975990
 KU4795
 KU4795|---------------------------------------------------------------------|
 KU4795| PID    Reference Object                     Distance      Geod. Az  |
 KU4795|                                                           dddmmss.s |
 KU4795| KU4774 08E 20N                             336.576 METERS 07047     |
 KU4795|---------------------------------------------------------------------|
 KU4795
 KU4795                          SUPERSEDED SURVEY CONTROL
 KU4795
 KU4795  ELLIP H (09/01/99)   22.76   (m)                       GP(       ) 4 1
 KU4795  NAD 83(1996)-  40 50 28.80157(N)    073 37 58.75597(W) AD(       ) 1
 KU4795  NAD 83(1992)-  40 50 28.80144(N)    073 37 58.75577(W) AD(       ) 1
 KU4795  NAD 83(1986)-  40 50 28.80203(N)    073 37 58.75739(W) AD(       ) 1
 KU4795  NGVD 29 (03/24/92)   54.2    (m)          178.     (f) GPS OBS        
 KU4795
 KU4795.Superseded values are not recommended for survey control.
 KU4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4795.See file dsdata.txt to determine how the superseded data were derived.
 KU4795
 KU4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1524522043(NAD 83)
 KU4795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4795_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4795_STAMPING: 08E20NAZ
 KU4795_MARK LOGO: NYDPW 
 KU4795_PROJECTION: RECESSED 8 CENTIMETERS
 KU4795_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4795+STABILITY: POSITION/ELEVATION WELL
 KU4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4795+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1991
 KU4795_ROD/PIPE-DEPTH: 6.97 meters
 KU4795_SLEEVE-DEPTH  : 1.52 meters
 KU4795
 KU4795  HISTORY     - Date     Condition        Report By
 KU4795  HISTORY     - 1989     MONUMENTED       SBAS
 KU4795  HISTORY     - 19910717 GOOD
 KU4795
 KU4795                          STATION DESCRIPTION
 KU4795
 KU4795'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4795'THE POINT IS LOCATED IN GLEN HEAD, TOWN OF OYSTER BAY, 110 FEET
 KU4795'(33.5 M) WEST OF THE CENTERLINE OF EXETER PLACE AND 21 FEET (6.4 M)
 KU4795'NORTH OF THE CENTERLINE OF PLYMOUTH DRIVE NORTH,IN THE GRASS AREA
 KU4795'ADJACENT TO THE CURB.
 KU4795'THE LOCATION TIES ARE 79.2 FEET (24.1 M) FROM THE HYDRANT, 5.9 FEET
 KU4795'(1.8 M) FROM THE FACE OF THE CURB ON THE NORTH SIDE OF PLYMOUTH DRIVE
 KU4795'NORTH AND 52.3 FEET (15.9 M) FROM THE SOUTH EAST CORNER OF HOUSE
 KU4795'NUMBER 103.
 KU4795
 KU4795                          STATION RECOVERY (1991)
 KU4795
 KU4795'RECOVERED 1991
 KU4795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4775 ***********************************************************************
 KU4775  DESIGNATION -  08E 21N
 KU4775  PID         -  KU4775
 KU4775  STATE/COUNTY-  NY/NASSAU
 KU4775  USGS QUAD   -  SEA CLIFF (1979)
 KU4775
 KU4775                         *CURRENT SURVEY CONTROL
 KU4775  ___________________________________________________________________
 KU4775* NAD 83(1996)-  40 51 20.52482(N)    073 37 50.81066(W)     ADJUSTED  
 KU4775* NAVD 88     -        47.5    (meters)     156.     (feet)  VERTCON   
 KU4775  ___________________________________________________________________
 KU4775  X           -   1,361,530.202 (meters)                     COMP
 KU4775  Y           -  -4,635,275.153 (meters)                     COMP
 KU4775  Z           -   4,150,326.686 (meters)                     COMP
 KU4775  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 KU4775  ELLIP HEIGHT-          16.40  (meters)          (12/03/02) GPS OBS
 KU4775  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4775
 KU4775  HORZ ORDER  -  FIRST
 KU4775  ELLP ORDER  -  FOURTH    CLASS II
 KU4775
 KU4775.The horizontal coordinates were established by GPS observations
 KU4775.and adjusted by the National Geodetic Survey in January 1999..
 KU4775
 KU4775.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4775
 KU4775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4775
 KU4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4775
 KU4775.The ellipsoidal height was determined by GPS observations
 KU4775.and is referenced to NAD 83.
 KU4775
 KU4775.The geoid height was determined by GEOID03.
 KU4775
 KU4775;                    North         East     Units Scale Factor Converg.
 KU4775;SPC NY L     -    76,580.500   331,131.730   MT  0.99999491   +0 14 29.4
 KU4775;SPC NY L     -   251,247.86  1,086,388.02   sFT  0.99999491   +0 14 29.4
 KU4775;UTM  18      - 4,523,640.883   615,405.816   MT  0.99976393   +0 53 44.8
 KU4775
 KU4775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4775!SPC NY L     -   0.99999743  x   0.99999491  =   0.99999234
 KU4775!UTM  18      -   0.99999743  x   0.99976393  =   0.99976136
 KU4775
 KU4775:                Primary Azimuth Mark                     Grid Az
 KU4775:SPC NY L     -  08E 20N                                  174 41 27.3
 KU4775:UTM  18      -  08E 20N                                  174 02 11.9
 KU4775
 KU4775|---------------------------------------------------------------------|
 KU4775| PID    Reference Object                     Distance      Geod. Az  |
 KU4775|                                                           dddmmss.s |
 KU4775| KU4774 08E 20N                             APPROX. 1.5 KM 1745556.7 |
 KU4775|---------------------------------------------------------------------|
 KU4775
 KU4775                          SUPERSEDED SURVEY CONTROL
 KU4775
 KU4775  ELLIP H (09/01/99)   16.40   (m)                       GP(       ) 4 1
 KU4775  NAD 83(1996)-  40 51 20.52778(N)    073 37 50.80960(W) AD(       ) 1
 KU4775  NAD 83(1992)-  40 51 20.52766(N)    073 37 50.80939(W) AD(       ) 1
 KU4775  NAD 83(1986)-  40 51 20.52827(N)    073 37 50.81113(W) AD(       ) 1
 KU4775  NGVD 29 (03/24/92)   47.8    (m)          157.     (f) GPS OBS        
 KU4775
 KU4775.Superseded values are not recommended for survey control.
 KU4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4775.See file dsdata.txt to determine how the superseded data were derived.
 KU4775
 KU4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1540623641(NAD 83)
 KU4775_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4775_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4775_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4775_STAMPING: 08E21N
 KU4775_MARK LOGO: NYDPW 
 KU4775_PROJECTION: RECESSED 8 CENTIMETERS
 KU4775_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4775+STABILITY: POSITION/ELEVATION WELL
 KU4775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4775+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 KU4775_ROD/PIPE-DEPTH: 20.6 meters
 KU4775_SLEEVE-DEPTH  : 1.52 meters
 KU4775
 KU4775  HISTORY     - Date     Condition        Report By
 KU4775  HISTORY     - 1989     MONUMENTED       SBAS
 KU4775  HISTORY     - 19910206 GOOD
 KU4775
 KU4775                          STATION DESCRIPTION
 KU4775
 KU4775'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4775'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 40 FEET
 KU4775'(12.2 M) WEST OF THE CENTERLINE OF TAYLOR DRIVE AND 16 FEET (4.9 M)
 KU4775'SOUTH OF THE CENTERLINE OF CRAFT AVENUE.
 KU4775'THE LOCATION TIES ARE 16.3 FEET (5.0 M) FROM THE STREET SIGN, 1.2 FEET
 KU4775'(0.4 M) FROM THE FACE OF THE CURB ON THE SOUTH SIDE OF CRAFT AVENUE
 KU4775'AND 19.2 FEET (5.9 M) FROM THE WATER METER IN CRAFT AVENUE.
 KU4775
 KU4775                          STATION RECOVERY (1991)
 KU4775
 KU4775'RECOVERED 1991
 KU4775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4796 ***********************************************************************
 KU4796  DESIGNATION -  08E 21N AZ
 KU4796  PID         -  KU4796
 KU4796  STATE/COUNTY-  NY/NASSAU
 KU4796  USGS QUAD   -  SEA CLIFF (1979)
 KU4796
 KU4796                         *CURRENT SURVEY CONTROL
 KU4796  ___________________________________________________________________
 KU4796* NAD 83(1996)-  40 51 25.46565(N)    073 37 50.30327(W)     ADJUSTED  
 KU4796* NAVD 88     -        46.2    (meters)     152.     (feet)  VERTCON   
 KU4796  ___________________________________________________________________
 KU4796  X           -   1,361,513.246 (meters)                     COMP
 KU4796  Y           -  -4,635,175.256 (meters)                     COMP
 KU4796  Z           -   4,150,441.166 (meters)                     COMP
 KU4796  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 KU4796  ELLIP HEIGHT-          15.18  (meters)          (12/03/02) GPS OBS
 KU4796  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KU4796
 KU4796  HORZ ORDER  -  FIRST
 KU4796  ELLP ORDER  -  FOURTH    CLASS II
 KU4796
 KU4796.The horizontal coordinates were established by GPS observations
 KU4796.and adjusted by the National Geodetic Survey in January 1999..
 KU4796
 KU4796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4796
 KU4796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4796
 KU4796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4796
 KU4796.The ellipsoidal height was determined by GPS observations
 KU4796.and is referenced to NAD 83.
 KU4796
 KU4796.The geoid height was determined by GEOID03.
 KU4796
 KU4796;                    North         East     Units Scale Factor Converg.
 KU4796;SPC NY L     -    76,732.961   331,142.971   MT  0.99999491   +0 14 29.7
 KU4796;SPC NY L     -   251,748.06  1,086,424.90   sFT  0.99999491   +0 14 29.7
 KU4796;UTM  18      - 4,523,793.427   615,415.313   MT  0.99976395   +0 53 45.2
 KU4796
 KU4796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4796!SPC NY L     -   0.99999762  x   0.99999491  =   0.99999253
 KU4796!UTM  18      -   0.99999762  x   0.99976395  =   0.99976157
 KU4796
 KU4796:                Primary Azimuth Mark                     Grid Az
 KU4796:SPC NY L     -  08E 22N                                  008 00 13.5
 KU4796:UTM  18      -  08E 22N                                  007 20 58.0
 KU4796
 KU4796|---------------------------------------------------------------------|
 KU4796| PID    Reference Object                     Distance      Geod. Az  |
 KU4796|                                                           dddmmss.s |
 KU4796| KU4776 08E 22N                             APPROX. 1.8 KM 0081443.2 |
 KU4796| KU4775 08E 21N                             152.875 METERS 18428     |
 KU4796|---------------------------------------------------------------------|
 KU4796
 KU4796                          SUPERSEDED SURVEY CONTROL
 KU4796
 KU4796  ELLIP H (09/01/99)   15.18   (m)                       GP(       ) 4 1
 KU4796  NAD 83(1996)-  40 51 25.46860(N)    073 37 50.30221(W) AD(       ) 1
 KU4796  NAD 83(1992)-  40 51 25.46848(N)    073 37 50.30201(W) AD(       ) 1
 KU4796  NAD 83(1986)-  40 51 25.46914(N)    073 37 50.30364(W) AD(       ) 1
 KU4796  NGVD 29 (03/24/92)   46.5    (m)          153.     (f) GPS OBS        
 KU4796
 KU4796.Superseded values are not recommended for survey control.
 KU4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4796.See file dsdata.txt to determine how the superseded data were derived.
 KU4796
 KU4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1541523793(NAD 83)
 KU4796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4796_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4796_STAMPING: 08E21NAZ
 KU4796_MARK LOGO: NYDPW 
 KU4796_PROJECTION: RECESSED 8 CENTIMETERS
 KU4796_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4796+STABILITY: POSITION/ELEVATION WELL
 KU4796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4796+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1991
 KU4796_ROD/PIPE-DEPTH: 20.6 meters
 KU4796_SLEEVE-DEPTH  : 1.52 meters
 KU4796
 KU4796  HISTORY     - Date     Condition        Report By
 KU4796  HISTORY     - 1989     MONUMENTED       SBAS
 KU4796  HISTORY     - 19910328 GOOD
 KU4796
 KU4796                          STATION DESCRIPTION
 KU4796
 KU4796'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4796'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 15 FEET (4.6 M)
 KU4796'EAST OF THE CENTERLINE OF COLONIAL GATE AND 31 FEET (9.4 M) NORTH OF
 KU4796'THE CENTERLINE OF DOXEY DRIVE,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4796'THE LOCATION TIES ARE 21.2 FEET (6.5 M) FROM THE HYDRANT, 1.5 FEET
 KU4796'(0.5 M) FROM THE FACE OF THE CURB ON THE EAST SIDE OF COLONIAL GATE
 KU4796'AND 4.7 FEET (1.4 M) FROM THE STREET SIGN.
 KU4796
 KU4796                          STATION RECOVERY (1991)
 KU4796
 KU4796'RECOVERED 1991
 KU4796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4776 ***********************************************************************
 KU4776  DESIGNATION -  08E 22N
 KU4776  PID         -  KU4776
 KU4776  STATE/COUNTY-  NY/NASSAU
 KU4776  USGS QUAD   -  SEA CLIFF (1979)
 KU4776
 KU4776                         *CURRENT SURVEY CONTROL
 KU4776  ___________________________________________________________________
 KU4776* NAD 83(1996)-  40 52 21.95591(N)    073 37 39.51911(W)     ADJUSTED  
 KU4776* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 KU4776  ___________________________________________________________________
 KU4776  X           -   1,361,433.477 (meters)                     COMP
 KU4776  Y           -  -4,634,007.685 (meters)                     COMP
 KU4776  Z           -   4,151,756.777 (meters)                     COMP
 KU4776  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 KU4776  ELLIP HEIGHT-          11.77  (meters)          (12/03/02) GPS OBS
 KU4776  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 KU4776
 KU4776  HORZ ORDER  -  FIRST
 KU4776  ELLP ORDER  -  FOURTH    CLASS II
 KU4776
 KU4776.The horizontal coordinates were established by GPS observations
 KU4776.and adjusted by the National Geodetic Survey in January 1999..
 KU4776
 KU4776.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4776
 KU4776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4776
 KU4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4776
 KU4776.The ellipsoidal height was determined by GPS observations
 KU4776.and is referenced to NAD 83.
 KU4776
 KU4776.The geoid height was determined by GEOID03.
 KU4776
 KU4776;                    North         East     Units Scale Factor Converg.
 KU4776;SPC NY L     -    78,476.593   331,388.139   MT  0.99999498   +0 14 36.8
 KU4776;SPC NY L     -   257,468.62  1,087,229.25   sFT  0.99999498   +0 14 36.8
 KU4776;SPC NY E     -   226,785.563   223,529.836   MT  0.99996652   +0 34 15.2
 KU4776;SPC NY E     -   744,045.63    733,364.14   sFT  0.99996652   +0 34 15.2
 KU4776;UTM  18      - 4,525,539.343   615,640.497   MT  0.99976459   +0 53 53.3
 KU4776
 KU4776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4776!SPC NY L     -   0.99999815  x   0.99999498  =   0.99999313
 KU4776!SPC NY E     -   0.99999815  x   0.99996652  =   0.99996467
 KU4776!UTM  18      -   0.99999815  x   0.99976459  =   0.99976274
 KU4776
 KU4776:                Primary Azimuth Mark                     Grid Az
 KU4776:SPC NY L     -  08E 21N AZ                               188 00 13.5
 KU4776:SPC NY E     -  08E 21N AZ                               187 40 35.1
 KU4776:UTM  18      -  08E 21N AZ                               187 20 57.0
 KU4776
 KU4776|---------------------------------------------------------------------|
 KU4776| PID    Reference Object                     Distance      Geod. Az  |
 KU4776|                                                           dddmmss.s |
 KU4776| KU4796 08E 21N AZ                          APPROX. 1.8 KM 1881450.3 |
 KU4776| KU4797 08E 22N AZ                          160.433 METERS 35548     |
 KU4776|---------------------------------------------------------------------|
 KU4776
 KU4776                          SUPERSEDED SURVEY CONTROL
 KU4776
 KU4776  ELLIP H (09/01/99)   11.78   (m)                       GP(       ) 4 1
 KU4776  NAD 83(1996)-  40 52 21.95883(N)    073 37 39.51806(W) AD(       ) 1
 KU4776  NAD 83(1992)-  40 52 21.95870(N)    073 37 39.51785(W) AD(       ) 1
 KU4776  NAD 83(1986)-  40 52 21.95937(N)    073 37 39.51958(W) AD(       ) 1
 KU4776  NGVD 29 (03/24/92)   43.1    (m)          141.     (f) GPS OBS        
 KU4776
 KU4776.Superseded values are not recommended for survey control.
 KU4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4776.See file dsdata.txt to determine how the superseded data were derived.
 KU4776
 KU4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1564025539(NAD 83)
 KU4776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4776_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4776_STAMPING: 08E22N
 KU4776_MARK LOGO: NYDPW 
 KU4776_PROJECTION: RECESSED 8 CENTIMETERS
 KU4776_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4776+STABILITY: POSITION/ELEVATION WELL
 KU4776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4776+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1990
 KU4776_ROD/PIPE-DEPTH: 20.6 meters
 KU4776_SLEEVE-DEPTH  : 1.52 meters
 KU4776
 KU4776  HISTORY     - Date     Condition        Report By
 KU4776  HISTORY     - 1989     MONUMENTED       SBAS
 KU4776  HISTORY     - 19900131 GOOD
 KU4776
 KU4776                          STATION DESCRIPTION
 KU4776
 KU4776'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4776'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 21 FEET (6.4 M)
 KU4776'WEST OF THE CENTERLINE OF TULANE DRIVE AND 50 FEET (15.2 M) NORTH OF
 KU4776'THE CENTERLINE OF YALE PLACE,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4776'THE LOCATION TIES ARE 43.5 FEET (13.3 M) FROM THE SOUTH WEST CORNER OF
 KU4776'THE FENCE OF HOUSE NUMBER 14 YALE PLACE, 78.3 FEET (23.9 M) FROM THE
 KU4776'CENTER OF THE HYDRANT AND 50.0 FEET (15.2 M) FROM THE CENTER OF THE
 KU4776'SEWER MANHOLE.
 KU4776
 KU4776                          STATION RECOVERY (1990)
 KU4776
 KU4776'RECOVERED 1990
 KU4776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4797 ***********************************************************************
 KU4797  DESIGNATION -  08E 22N AZ
 KU4797  PID         -  KU4797
 KU4797  STATE/COUNTY-  NY/NASSAU
 KU4797  USGS QUAD   -  SEA CLIFF (1979)
 KU4797
 KU4797                         *CURRENT SURVEY CONTROL
 KU4797  ___________________________________________________________________
 KU4797* NAD 83(1996)-  40 52 27.14279(N)    073 37 40.02073(W)     ADJUSTED  
 KU4797* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 KU4797  ___________________________________________________________________
 KU4797  X           -   1,361,393.617 (meters)                     COMP
 KU4797  Y           -  -4,633,913.678 (meters)                     COMP
 KU4797  Z           -   4,151,880.598 (meters)                     COMP
 KU4797  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 KU4797  ELLIP HEIGHT-          16.10  (meters)          (12/03/02) GPS OBS
 KU4797  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 KU4797
 KU4797  HORZ ORDER  -  FIRST
 KU4797  ELLP ORDER  -  FOURTH    CLASS II
 KU4797
 KU4797.The horizontal coordinates were established by GPS observations
 KU4797.and adjusted by the National Geodetic Survey in January 1999..
 KU4797
 KU4797.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4797
 KU4797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4797
 KU4797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4797
 KU4797.The ellipsoidal height was determined by GPS observations
 KU4797.and is referenced to NAD 83.
 KU4797
 KU4797.The geoid height was determined by GEOID03.
 KU4797
 KU4797;                    North         East     Units Scale Factor Converg.
 KU4797;SPC NY L     -    78,636.544   331,375.714   MT  0.99999499   +0 14 36.5
 KU4797;SPC NY L     -   257,993.39  1,087,188.49   sFT  0.99999499   +0 14 36.5
 KU4797;SPC NY E     -   226,945.436   223,516.497   MT  0.99996650   +0 34 14.9
 KU4797;SPC NY E     -   744,570.15    733,320.37   sFT  0.99996650   +0 34 14.9
 KU4797;UTM  18      - 4,525,699.105   615,626.249   MT  0.99976455   +0 53 53.1
 KU4797
 KU4797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4797!SPC NY L     -   0.99999747  x   0.99999499  =   0.99999246
 KU4797!SPC NY E     -   0.99999747  x   0.99996650  =   0.99996397
 KU4797!UTM  18      -   0.99999747  x   0.99976455  =   0.99976203
 KU4797
 KU4797|---------------------------------------------------------------------|
 KU4797| PID    Reference Object                     Distance      Geod. Az  |
 KU4797|                                                           dddmmss.s |
 KU4797| KU4776 08E 22N                             160.433 METERS 17548     |
 KU4797|---------------------------------------------------------------------|
 KU4797
 KU4797                          SUPERSEDED SURVEY CONTROL
 KU4797
 KU4797  ELLIP H (09/01/99)   16.10   (m)                       GP(       ) 4 1
 KU4797  NAD 83(1996)-  40 52 27.14570(N)    073 37 40.01969(W) AD(       ) 1
 KU4797  NAD 83(1992)-  40 52 27.14557(N)    073 37 40.01948(W) AD(       ) 1
 KU4797  NAD 83(1986)-  40 52 27.14623(N)    073 37 40.02122(W) AD(       ) 1
 KU4797  NGVD 29 (03/24/92)   47.4    (m)          156.     (f) GPS OBS        
 KU4797
 KU4797.Superseded values are not recommended for survey control.
 KU4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4797.See file dsdata.txt to determine how the superseded data were derived.
 KU4797
 KU4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1562625699(NAD 83)
 KU4797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4797_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4797_STAMPING: 08E22NAZ
 KU4797_MARK LOGO: NYDPW 
 KU4797_PROJECTION: RECESSED 8 CENTIMETERS
 KU4797_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4797+STABILITY: POSITION/ELEVATION WELL
 KU4797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4797+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1990
 KU4797_ROD/PIPE-DEPTH: 20.6 meters
 KU4797_SLEEVE-DEPTH  : 1.52 meters
 KU4797
 KU4797  HISTORY     - Date     Condition        Report By
 KU4797  HISTORY     - 1989     MONUMENTED       SBAS
 KU4797  HISTORY     - 19900613 GOOD
 KU4797
 KU4797                          STATION DESCRIPTION
 KU4797
 KU4797'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4797'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 21 FEET (6.4 M)
 KU4797'WEST OF TULANE DRIVE AND 188 FEET (57.3 M) SOUTH OF THE CENTERLINE OF
 KU4797'DARTMOUTH DRIVE,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4797'THE LOCATION TIES ARE 25.0 FEET (7.6 M) FROM THE CENTER OF NORTHERLY
 KU4797'SEWER MANHOLE, 92.7 FEET (28.3 M) FROM THE HYDRANT AND 65.5 FEET
 KU4797'(20.0 M) FROM THE CENTER OF THE SOUTHERLY MANHOLE.
 KU4797
 KU4797                          STATION RECOVERY (1990)
 KU4797
 KU4797'RECOVERED 1990
 KU4797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4777 ***********************************************************************
 KU4777  DESIGNATION -  08E 23N
 KU4777  PID         -  KU4777
 KU4777  STATE/COUNTY-  NY/NASSAU
 KU4777  USGS QUAD   -  MAMARONECK (1975)
 KU4777
 KU4777                         *CURRENT SURVEY CONTROL
 KU4777  ___________________________________________________________________
 KU4777* NAD 83(1996)-  40 53 25.93486(N)    073 37 46.15451(W)     ADJUSTED  
 KU4777* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 KU4777  ___________________________________________________________________
 KU4777  X           -   1,360,915.291 (meters)                     COMP
 KU4777  Y           -  -4,632,794.956 (meters)                     COMP
 KU4777  Z           -   4,153,233.453 (meters)                     COMP
 KU4777  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 KU4777  ELLIP HEIGHT-         -11.90  (meters)          (12/03/02) GPS OBS
 KU4777  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU4777
 KU4777  HORZ ORDER  -  FIRST
 KU4777  ELLP ORDER  -  FOURTH    CLASS II
 KU4777
 KU4777.The horizontal coordinates were established by GPS observations
 KU4777.and adjusted by the National Geodetic Survey in January 1999..
 KU4777
 KU4777.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4777
 KU4777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4777
 KU4777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4777
 KU4777.The ellipsoidal height was determined by GPS observations
 KU4777.and is referenced to NAD 83.
 KU4777
 KU4777.The geoid height was determined by GEOID03.
 KU4777
 KU4777;                    North         East     Units Scale Factor Converg.
 KU4777;SPC NY L     -    80,449.509   331,224.420   MT  0.99999515   +0 14 32.4
 KU4777;SPC NY L     -   263,941.43  1,086,692.12   sFT  0.99999515   +0 14 32.4
 KU4777;SPC NY E     -   228,757.454   223,354.851   MT  0.99996621   +0 34 11.6
 KU4777;SPC NY E     -   750,515.08    732,790.04   sFT  0.99996621   +0 34 11.6
 KU4777;UTM  18      - 4,527,509.804   615,454.287   MT  0.99976406   +0 53 50.1
 KU4777
 KU4777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4777!SPC NY L     -   1.00000187  x   0.99999515  =   0.99999702
 KU4777!SPC NY E     -   1.00000187  x   0.99996621  =   0.99996808
 KU4777!UTM  18      -   1.00000187  x   0.99976406  =   0.99976593
 KU4777
 KU4777|---------------------------------------------------------------------|
 KU4777| PID    Reference Object                     Distance      Geod. Az  |
 KU4777|                                                           dddmmss.s |
 KU4777| KU4798 08E 23N AZ                          219.289 METERS 35810     |
 KU4777|---------------------------------------------------------------------|
 KU4777
 KU4777                          SUPERSEDED SURVEY CONTROL
 KU4777
 KU4777  ELLIP H (09/01/99)  -11.90   (m)                       GP(       ) 4 1
 KU4777  NAD 83(1996)-  40 53 25.93777(N)    073 37 46.15346(W) AD(       ) 1
 KU4777  NAD 83(1992)-  40 53 25.93764(N)    073 37 46.15325(W) AD(       ) 1
 KU4777  NAD 83(1986)-  40 53 25.93832(N)    073 37 46.15508(W) AD(       ) 1
 KU4777  NGVD 29 (03/24/92)   19.4    (m)           64.     (f) GPS OBS        
 KU4777
 KU4777.Superseded values are not recommended for survey control.
 KU4777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4777.See file dsdata.txt to determine how the superseded data were derived.
 KU4777
 KU4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1545427510(NAD 83)
 KU4777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4777_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4777_STAMPING: 08E23N
 KU4777_MARK LOGO: NYDPW 
 KU4777_PROJECTION: RECESSED 8 CENTIMETERS
 KU4777_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4777+STABILITY: POSITION/ELEVATION WELL
 KU4777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4777+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 KU4777_ROD/PIPE-DEPTH: 20.6 meters
 KU4777_SLEEVE-DEPTH  : 1.52 meters
 KU4777
 KU4777  HISTORY     - Date     Condition        Report By
 KU4777  HISTORY     - 1989     MONUMENTED       SBAS
 KU4777  HISTORY     - 19910327 GOOD
 KU4777
 KU4777                          STATION DESCRIPTION
 KU4777
 KU4777'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4777'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, ON THE
 KU4777'CENTERLINE OF BEATRICE AVENUE AND 581 FEET (177.1 M) NORTH OF THE
 KU4777'CENTERLINE OF LATTINGTOWN ROAD,IN THE PAVED ROADWAY.
 KU4777'THE LOCATION TIES ARE 13.6 FEET (4.1 M) FROM THE FACE OF THE CURB ON
 KU4777'THE WEST SIDE OF BEATRICE LANE, 42.6 FEET (13.0 M) FROM THE HYDRANT
 KU4777'AND 23.3 FEET (7.1 M) FROM THE MAILBOX OF HOUSE NUMBER 8.
 KU4777
 KU4777                          STATION RECOVERY (1991)
 KU4777
 KU4777'RECOVERED 1991
 KU4777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4798 ***********************************************************************
 KU4798  DESIGNATION -  08E 23N AZ
 KU4798  PID         -  KU4798
 KU4798  STATE/COUNTY-  NY/NASSAU
 KU4798  USGS QUAD   -  MAMARONECK (1975)
 KU4798
 KU4798                         *CURRENT SURVEY CONTROL
 KU4798  ___________________________________________________________________
 KU4798* NAD 83(1996)-  40 53 33.04000(N)    073 37 46.45391(W)     ADJUSTED  
 KU4798* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 KU4798  ___________________________________________________________________
 KU4798  X           -   1,360,866.781 (meters)                     COMP
 KU4798  Y           -  -4,632,654.685 (meters)                     COMP
 KU4798  Z           -   4,153,395.002 (meters)                     COMP
 KU4798  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KU4798  ELLIP HEIGHT-         -18.22  (meters)          (12/03/02) GPS OBS
 KU4798  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KU4798
 KU4798  HORZ ORDER  -  FIRST
 KU4798  ELLP ORDER  -  FOURTH    CLASS II
 KU4798
 KU4798.The horizontal coordinates were established by GPS observations
 KU4798.and adjusted by the National Geodetic Survey in January 1999..
 KU4798
 KU4798.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4798
 KU4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4798
 KU4798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4798
 KU4798.The ellipsoidal height was determined by GPS observations
 KU4798.and is referenced to NAD 83.
 KU4798
 KU4798.The geoid height was determined by GEOID03.
 KU4798
 KU4798;                    North         East     Units Scale Factor Converg.
 KU4798;SPC NY L     -    80,668.654   331,216.485   MT  0.99999517   +0 14 32.2
 KU4798;SPC NY L     -   264,660.41  1,086,666.08   sFT  0.99999517   +0 14 32.2
 KU4798;SPC NY E     -   228,976.544   223,345.663   MT  0.99996619   +0 34 11.4
 KU4798;SPC NY E     -   751,233.88    732,759.90   sFT  0.99996619   +0 34 11.4
 KU4798;UTM  18      - 4,527,728.793   615,443.850   MT  0.99976403   +0 53 50.1
 KU4798
 KU4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4798!SPC NY L     -   1.00000286  x   0.99999517  =   0.99999803
 KU4798!SPC NY E     -   1.00000286  x   0.99996619  =   0.99996905
 KU4798!UTM  18      -   1.00000286  x   0.99976403  =   0.99976689
 KU4798
 KU4798:                Primary Azimuth Mark                     Grid Az
 KU4798:SPC NY L     -  08E 24N                                  359 24 55.2
 KU4798:SPC NY E     -  08E 24N                                  359 05 16.0
 KU4798:UTM  18      -  08E 24N                                  358 45 37.3
 KU4798
 KU4798|---------------------------------------------------------------------|
 KU4798| PID    Reference Object                     Distance      Geod. Az  |
 KU4798|                                                           dddmmss.s |
 KU4798| KU4778 08E 24N                             APPROX. 0.8 KM 3593927.4 |
 KU4798|---------------------------------------------------------------------|
 KU4798
 KU4798                          SUPERSEDED SURVEY CONTROL
 KU4798
 KU4798  ELLIP H (09/01/99)  -18.22   (m)                       GP(       ) 4 1
 KU4798  NAD 83(1996)-  40 53 33.04291(N)    073 37 46.45286(W) AD(       ) 1
 KU4798  NAD 83(1992)-  40 53 33.04278(N)    073 37 46.45265(W) AD(       ) 1
 KU4798  NAD 83(1986)-  40 53 33.04349(N)    073 37 46.45450(W) AD(       ) 1
 KU4798  NGVD 29 (03/24/92)   13.0    (m)           43.     (f) GPS OBS        
 KU4798
 KU4798.Superseded values are not recommended for survey control.
 KU4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4798.See file dsdata.txt to determine how the superseded data were derived.
 KU4798
 KU4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1544427729(NAD 83)
 KU4798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4798_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4798_STAMPING: 08E23NAZ
 KU4798_MARK LOGO: NYDPW 
 KU4798_PROJECTION: RECESSED 8 CENTIMETERS
 KU4798_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4798+STABILITY: POSITION/ELEVATION WELL
 KU4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4798+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 KU4798_ROD/PIPE-DEPTH: 20.0 meters
 KU4798_SLEEVE-DEPTH  : 1.52 meters
 KU4798
 KU4798  HISTORY     - Date     Condition        Report By
 KU4798  HISTORY     - 1989     MONUMENTED       SBAS
 KU4798  HISTORY     - 19910327 GOOD
 KU4798
 KU4798                          STATION DESCRIPTION
 KU4798
 KU4798'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4798'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 21 FEET (6.4 M)
 KU4798'WEST OF THE CENTERLINE OF BEATRICE LANE AND 40 FEET (12.2 M) NORTH OF
 KU4798'THE CENTERLINE OF BARBARA LANE,IN THE GRASS AREA ADJACENT TO THE
 KU4798'CURB.
 KU4798'THE LOCATION TIES ARE 30.6 FEET (9.3 M) FROM THE MANHOLE, 83.8 FEET
 KU4798'(25.5 M) FROM THE CATCH BASIN AND 1.3 FEET (0.4 M) FROM THE FACE OF
 KU4798'THE CURB ON THE WEST SIDE OF BEATRICE LANE.
 KU4798
 KU4798                          STATION RECOVERY (1991)
 KU4798
 KU4798'RECOVERED 1991
 KU4798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4778 ***********************************************************************
 KU4778  DESIGNATION -  08E 24N
 KU4778  PID         -  KU4778
 KU4778  STATE/COUNTY-  NY/NASSAU
 KU4778  USGS QUAD   -  MAMARONECK (1975)
 KU4778
 KU4778                         *CURRENT SURVEY CONTROL
 KU4778  ___________________________________________________________________
 KU4778* NAD 83(1996)-  40 53 59.57871(N)    073 37 46.66293(W)     ADJUSTED  
 KU4778* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KU4778  ___________________________________________________________________
 KU4778  X           -   1,360,708.886 (meters)                     COMP
 KU4778  Y           -  -4,632,134.536 (meters)                     COMP
 KU4778  Z           -   4,154,007.243 (meters)                     COMP
 KU4778  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 KU4778  ELLIP HEIGHT-         -28.27  (meters)          (12/03/02) GPS OBS
 KU4778  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU4778
 KU4778  HORZ ORDER  -  FIRST
 KU4778  ELLP ORDER  -  FOURTH    CLASS II
 KU4778
 KU4778.The horizontal coordinates were established by GPS observations
 KU4778.and adjusted by the National Geodetic Survey in January 1999..
 KU4778
 KU4778.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4778
 KU4778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4778
 KU4778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4778
 KU4778.The ellipsoidal height was determined by GPS observations
 KU4778.and is referenced to NAD 83.
 KU4778
 KU4778.The geoid height was determined by GEOID03.
 KU4778
 KU4778;                    North         East     Units Scale Factor Converg.
 KU4778;SPC NY L     -    81,487.281   331,208.131   MT  0.99999528   +0 14 32.1
 KU4778;SPC NY L     -   267,346.19  1,086,638.68   sFT  0.99999528   +0 14 32.1
 KU4778;SPC NY E     -   229,795.086   223,332.628   MT  0.99996617   +0 34 11.6
 KU4778;SPC NY E     -   753,919.38    732,717.13   sFT  0.99996617   +0 34 11.6
 KU4778;UTM  18      - 4,528,547.083   615,426.142   MT  0.99976398   +0 53 50.4
 KU4778
 KU4778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4778!SPC NY L     -   1.00000443  x   0.99999528  =   0.99999971
 KU4778!SPC NY E     -   1.00000443  x   0.99996617  =   0.99997060
 KU4778!UTM  18      -   1.00000443  x   0.99976398  =   0.99976841
 KU4778
 KU4778|---------------------------------------------------------------------|
 KU4778| PID    Reference Object                     Distance      Geod. Az  |
 KU4778|                                                           dddmmss.s |
 KU4778| KU4799 08E 24N AZ                          327.383 METERS 11730     |
 KU4778| KU4798 08E 23N AZ                          APPROX. 0.8 KM 1793927.2 |
 KU4778|---------------------------------------------------------------------|
 KU4778
 KU4778                          SUPERSEDED SURVEY CONTROL
 KU4778
 KU4778  ELLIP H (09/01/99)  -28.26   (m)                       GP(       ) 4 1
 KU4778  NAD 83(1996)-  40 53 59.58161(N)    073 37 46.66189(W) AD(       ) 1
 KU4778  NAD 83(1992)-  40 53 59.58148(N)    073 37 46.66167(W) AD(       ) 1
 KU4778  NAD 83(1986)-  40 53 59.58219(N)    073 37 46.66354(W) AD(       ) 1
 KU4778  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4778
 KU4778.Superseded values are not recommended for survey control.
 KU4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4778.See file dsdata.txt to determine how the superseded data were derived.
 KU4778
 KU4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1542628547(NAD 83)
 KU4778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4778_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4778_STAMPING: 08E24N
 KU4778_MARK LOGO: NYDPW 
 KU4778_PROJECTION: RECESSED 8 CENTIMETERS
 KU4778_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4778+STABILITY: POSITION/ELEVATION WELL
 KU4778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4778+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1990
 KU4778_ROD/PIPE-DEPTH: 11.5 meters
 KU4778_SLEEVE-DEPTH  : 1.52 meters
 KU4778
 KU4778  HISTORY     - Date     Condition        Report By
 KU4778  HISTORY     - 1989     MONUMENTED       SBAS
 KU4778  HISTORY     - 19900202 GOOD
 KU4778
 KU4778                          STATION DESCRIPTION
 KU4778
 KU4778'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4778'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 280 FEET
 KU4778'(85.3 M) SOUTH EAST OF THE CENTERLINE OF SOUNDBEACH DRIVE AND 18 FEET
 KU4778'(5.5 M) SOUTH WEST OF THE CENTERLINE OF EASTLAND DRIVE,IN THE GRASS
 KU4778'AREA ADJACENT TO THE CURB.
 KU4778'THE LOCATION TIES ARE 55.2 FEET (16.8 M) FROM THE UTILITY POLE NUMBER
 KU4778'9, 17.5 FEET (5.3 M) FROM THE SOUTH EAST CORNER OF THE DRIVEWAY OF
 KU4778'HOUSE NUMBER 16 AND 2.9 FEET (0.9 M) FROM THE FACE OF THE CURB ON THE
 KU4778'WEST SIDE OF EASTLAND DRIVE.
 KU4778
 KU4778                          STATION RECOVERY (1990)
 KU4778
 KU4778'RECOVERED 1990
 KU4778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4799 ***********************************************************************
 KU4799  DESIGNATION -  08E 24N AZ
 KU4799  PID         -  KU4799
 KU4799  STATE/COUNTY-  NY/NASSAU
 KU4799  USGS QUAD   -  MAMARONECK (1975)
 KU4799
 KU4799                         *CURRENT SURVEY CONTROL
 KU4799  ___________________________________________________________________
 KU4799* NAD 83(1996)-  40 53 54.67898(N)    073 37 34.25590(W)     ADJUSTED  
 KU4799* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 KU4799  ___________________________________________________________________
 KU4799  X           -   1,361,015.316 (meters)                     COMP
 KU4799  Y           -  -4,632,147.314 (meters)                     COMP
 KU4799  Z           -   4,153,892.716 (meters)                     COMP
 KU4799  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 KU4799  ELLIP HEIGHT-         -28.70  (meters)          (12/03/02) GPS OBS
 KU4799  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU4799
 KU4799  HORZ ORDER  -  FIRST
 KU4799  ELLP ORDER  -  FOURTH    CLASS II
 KU4799
 KU4799.The horizontal coordinates were established by GPS observations
 KU4799.and adjusted by the National Geodetic Survey in January 1999..
 KU4799
 KU4799.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4799
 KU4799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4799
 KU4799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4799
 KU4799.The ellipsoidal height was determined by GPS observations
 KU4799.and is referenced to NAD 83.
 KU4799
 KU4799.The geoid height was determined by GEOID03.
 KU4799
 KU4799;                    North         East     Units Scale Factor Converg.
 KU4799;SPC NY L     -    81,337.371   331,499.173   MT  0.99999526   +0 14 40.2
 KU4799;SPC NY L     -   266,854.36  1,087,593.54   sFT  0.99999526   +0 14 40.2
 KU4799;SPC NY E     -   229,646.847   223,624.515   MT  0.99996670   +0 34 19.7
 KU4799;SPC NY E     -   753,433.03    733,674.76   sFT  0.99996670   +0 34 19.7
 KU4799;UTM  18      - 4,528,400.544   615,718.812   MT  0.99976481   +0 53 58.4
 KU4799
 KU4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4799!SPC NY L     -   1.00000450  x   0.99999526  =   0.99999976
 KU4799!SPC NY E     -   1.00000450  x   0.99996670  =   0.99997120
 KU4799!UTM  18      -   1.00000450  x   0.99976481  =   0.99976931
 KU4799
 KU4799|---------------------------------------------------------------------|
 KU4799| PID    Reference Object                     Distance      Geod. Az  |
 KU4799|                                                           dddmmss.s |
 KU4799| KU4778 08E 24N                             327.383 METERS 29730     |
 KU4799|---------------------------------------------------------------------|
 KU4799
 KU4799                          SUPERSEDED SURVEY CONTROL
 KU4799
 KU4799  ELLIP H (09/01/99)  -28.69   (m)                       GP(       ) 4 1
 KU4799  NAD 83(1996)-  40 53 54.68188(N)    073 37 34.25486(W) AD(       ) 1
 KU4799  NAD 83(1992)-  40 53 54.68174(N)    073 37 34.25464(W) AD(       ) 1
 KU4799  NAD 83(1986)-  40 53 54.68248(N)    073 37 34.25654(W) AD(       ) 1
 KU4799  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU4799
 KU4799.Superseded values are not recommended for survey control.
 KU4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4799.See file dsdata.txt to determine how the superseded data were derived.
 KU4799
 KU4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1571928401(NAD 83)
 KU4799_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4799_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4799_STAMPING: 08E24NAZ
 KU4799_MARK LOGO: NYDPW 
 KU4799_PROJECTION: RECESSED 8 CENTIMETERS
 KU4799_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4799+STABILITY: POSITION/ELEVATION WELL
 KU4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4799+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1990
 KU4799_ROD/PIPE-DEPTH: 20.6 meters
 KU4799_SLEEVE-DEPTH  : 1.52 meters
 KU4799
 KU4799  HISTORY     - Date     Condition        Report By
 KU4799  HISTORY     - 1989     MONUMENTED       SBAS
 KU4799  HISTORY     - 19900613 GOOD
 KU4799
 KU4799                          STATION DESCRIPTION
 KU4799
 KU4799'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4799'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 434 FEET
 KU4799'(132.3 M) SOUTH OF THE CENTERLINE OF SOUTHLAND DRIVE AND 17 FEET
 KU4799'(5.2 M) EAST OF EASTLAND DRIVE,IN THE GRASS AREA ADJACENT TO THE
 KU4799'CURB.
 KU4799'THE LOCATION TIES ARE 52.2 FEET (15.9 M) FROM THE SOUTH EAST CORNER OF
 KU4799'HOUSE NUMBER 32, 2.2 FEET (0.7 M) FROM THE FACE OF THE CURB ON THE
 KU4799'WEST SIDE OF EASTLAND DRIVE AND 66.5 FEET (20.3 M) FROM UTILITY POLE
 KU4799'NUMBER 1.
 KU4799
 KU4799                          STATION RECOVERY (1990)
 KU4799
 KU4799'RECOVERED 1990
 KU4799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4800 ***********************************************************************
 KU4800  DESIGNATION -  09E 02N
 KU4800  PID         -  KU4800
 KU4800  STATE/COUNTY-  NY/NASSAU
 KU4800  USGS QUAD   -  JONES INLET (1975)
 KU4800
 KU4800                         *CURRENT SURVEY CONTROL
 KU4800  ___________________________________________________________________
 KU4800* NAD 83(1996)-  40 35 26.17325(N)    073 36 51.18123(W)     ADJUSTED  
 KU4800* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4800  ___________________________________________________________________
 KU4800  X           -   1,368,278.360 (meters)                     COMP
 KU4800  Y           -  -4,653,273.669 (meters)                     COMP
 KU4800  Z           -   4,127,985.901 (meters)                     COMP
 KU4800  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 KU4800  ELLIP HEIGHT-         -29.72  (meters)          (12/03/02) GPS OBS
 KU4800  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KU4800
 KU4800  HORZ ORDER  -  FIRST
 KU4800  ELLP ORDER  -  FOURTH    CLASS II
 KU4800
 KU4800.The horizontal coordinates were established by GPS observations
 KU4800.and adjusted by the National Geodetic Survey in January 1999..
 KU4800
 KU4800.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4800
 KU4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4800
 KU4800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4800
 KU4800.The ellipsoidal height was determined by GPS observations
 KU4800.and is referenced to NAD 83.
 KU4800
 KU4800.The geoid height was determined by GEOID03.
 KU4800
 KU4800;                    North         East     Units Scale Factor Converg.
 KU4800;SPC NY L     -    47,148.143   332,657.986   MT  1.00000510   +0 15 08.4
 KU4800;SPC NY L     -   154,685.20  1,091,395.41   sFT  1.00000510   +0 15 08.4
 KU4800;UTM  18      - 4,494,234.608   617,266.393   MT  0.99976926   +0 54 06.3
 KU4800
 KU4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4800!SPC NY L     -   1.00000466  x   1.00000510  =   1.00000976
 KU4800!UTM  18      -   1.00000466  x   0.99976926  =   0.99977392
 KU4800
 KU4800|---------------------------------------------------------------------|
 KU4800| PID    Reference Object                     Distance      Geod. Az  |
 KU4800|                                                           dddmmss.s |
 KU4800| KU4820 09E 02N AZ                          294.498 METERS 06318     |
 KU4800|---------------------------------------------------------------------|
 KU4800
 KU4800                          SUPERSEDED SURVEY CONTROL
 KU4800
 KU4800  ELLIP H (09/01/99)  -29.71   (m)                       GP(       ) 4 1
 KU4800  NAD 83(1986)-  40 35 26.17703(N)    073 36 51.17958(W) AD(       ) 1
 KU4800  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU4800
 KU4800.Superseded values are not recommended for survey control.
 KU4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4800.See file dsdata.txt to determine how the superseded data were derived.
 KU4800
 KU4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1726694235(NAD 83)
 KU4800_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4800_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4800_STAMPING: 09E02N
 KU4800_MARK LOGO: NYDPW 
 KU4800_PROJECTION: RECESSED 8 CENTIMETERS
 KU4800_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4800+STABILITY: POSITION/ELEVATION WELL
 KU4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4800+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4800_ROD/PIPE-DEPTH: 20.6 meters
 KU4800_SLEEVE-DEPTH  : 1.52 meters
 KU4800
 KU4800  HISTORY     - Date     Condition        Report By
 KU4800  HISTORY     - 1989     MONUMENTED       SBAS
 KU4800  HISTORY     - 19910308 GOOD
 KU4800
 KU4800                          STATION DESCRIPTION
 KU4800
 KU4800'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4800'THE POINT IS LOCATED IN LIDO BEACH, TOWN OF HEMPSTEAD, 1717 FEET
 KU4800'(523.3 M) WEST OF THE CENTERLINE OF BAY LANE, 44 FEET (13.4 M) NORTH
 KU4800'OF THE CENTERLINE OF LIDO BOULEVARD AND 53 FEET (16.2 M) WEST OF THE
 KU4800'CENTERLINE OF THE LONG BEACH CITY SCHOOL BUS YARD ENTRANCE,IN THE
 KU4800'GRASS AREA ADJACENT TO THE CURB.
 KU4800'THE LOCATION TIES ARE 52.2 FEET (15.9 M) FROM THE LIGHT POLE, 43.5
 KU4800'FEET (13.3 M) FROM THE NORTH EAST CORNER OF THE SEWER MANHOLE AND
 KU4800'39.0 FEET (11.9 M) FROM THE END OF THE CHAIN LINK FENCE.
 KU4800
 KU4800                          STATION RECOVERY (1991)
 KU4800
 KU4800'RECOVERED 1991
 KU4800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4820 ***********************************************************************
 KU4820  DESIGNATION -  09E 02N AZ
 KU4820  PID         -  KU4820
 KU4820  STATE/COUNTY-  NY/NASSAU
 KU4820  USGS QUAD   -  JONES INLET (1975)
 KU4820
 KU4820                         *CURRENT SURVEY CONTROL
 KU4820  ___________________________________________________________________
 KU4820* NAD 83(1996)-  40 35 30.46268(N)    073 36 39.99242(W)     ADJUSTED  
 KU4820* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4820  ___________________________________________________________________
 KU4820  X           -   1,368,506.432 (meters)                     COMP
 KU4820  Y           -  -4,653,116.674 (meters)                     COMP
 KU4820  Z           -   4,128,086.218 (meters)                     COMP
 KU4820  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KU4820  ELLIP HEIGHT-         -29.96  (meters)          (12/03/02) GPS OBS
 KU4820  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU4820
 KU4820  HORZ ORDER  -  FIRST
 KU4820  ELLP ORDER  -  FOURTH    CLASS II
 KU4820
 KU4820.The horizontal coordinates were established by GPS observations
 KU4820.and adjusted by the National Geodetic Survey in January 1999..
 KU4820
 KU4820.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4820
 KU4820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4820
 KU4820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4820
 KU4820.The ellipsoidal height was determined by GPS observations
 KU4820.and is referenced to NAD 83.
 KU4820
 KU4820.The geoid height was determined by GEOID03.
 KU4820
 KU4820;                    North         East     Units Scale Factor Converg.
 KU4820;SPC NY L     -    47,281.618   332,920.501   MT  1.00000501   +0 15 15.7
 KU4820;SPC NY L     -   155,123.11  1,092,256.68   sFT  1.00000501   +0 15 15.7
 KU4820;UTM  18      - 4,494,371.018   617,527.317   MT  0.99977002   +0 54 13.7
 KU4820
 KU4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4820!SPC NY L     -   1.00000470  x   1.00000501  =   1.00000971
 KU4820!UTM  18      -   1.00000470  x   0.99977002  =   0.99977472
 KU4820
 KU4820|---------------------------------------------------------------------|
 KU4820| PID    Reference Object                     Distance      Geod. Az  |
 KU4820|                                                           dddmmss.s |
 KU4820| KU4800 09E 02N                             294.498 METERS 24318     |
 KU4820|---------------------------------------------------------------------|
 KU4820
 KU4820                          SUPERSEDED SURVEY CONTROL
 KU4820
 KU4820  ELLIP H (09/01/99)  -29.96   (m)                       GP(       ) 4 1
 KU4820  NAD 83(1986)-  40 35 30.46645(N)    073 36 39.99081(W) AD(       ) 1
 KU4820  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4820
 KU4820.Superseded values are not recommended for survey control.
 KU4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4820.See file dsdata.txt to determine how the superseded data were derived.
 KU4820
 KU4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1752794371(NAD 83)
 KU4820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4820_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4820_STAMPING: 09E02NAZ
 KU4820_MARK LOGO: NYDPW 
 KU4820_PROJECTION: RECESSED 8 CENTIMETERS
 KU4820_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4820+STABILITY: POSITION/ELEVATION WELL
 KU4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4820+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 KU4820_ROD/PIPE-DEPTH: 20.6 meters
 KU4820_SLEEVE-DEPTH  : 1.52 meters
 KU4820
 KU4820  HISTORY     - Date     Condition        Report By
 KU4820  HISTORY     - 1989     MONUMENTED       SBAS
 KU4820  HISTORY     - 19910313 GOOD
 KU4820
 KU4820                          STATION DESCRIPTION
 KU4820
 KU4820'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4820'THE POINT IS LOCATED IN LIDO BEACH, TOWN OF HEMPSTEAD, 747 FEET
 KU4820'(227.7 M) WEST OF THE CENTERLINE OF BAY LANE, 58 FEET (17.7 M) WEST
 KU4820'OF THE CENTERLINE OF THE ENTRANCE ROAD TO NUMBER 750 TOWN HOUSE AND
 KU4820'44 FEET (13.4 M) NORTH OF THE CENTERLINE OF LIDO BOULEVARD,IN THE
 KU4820'GRASS AREA ADJACENT TO THE CURB.
 KU4820'THE LOCATION TIES ARE 26.3 FEET (8.0 M) FROM THE SEWER MANHOLE IN THE
 KU4820'STREET, 27.3 FEET (8.3 M) FROM THE MANHOLE OF THE CATCH BASIN ON THE
 KU4820'NORTH SIDE OF LIDO BOULEVARD AND 57.1 FEET (17.4 M) FROM THE LIGHT
 KU4820'POLE.
 KU4820
 KU4820                          STATION RECOVERY (1991)
 KU4820
 KU4820'RECOVERED 1991
 KU4820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4801 ***********************************************************************
 KU4801  DESIGNATION -  09E 05N
 KU4801  PID         -  KU4801
 KU4801  STATE/COUNTY-  NY/NASSAU
 KU4801  USGS QUAD   -  FREEPORT (1979)
 KU4801
 KU4801                         *CURRENT SURVEY CONTROL
 KU4801  ___________________________________________________________________
 KU4801* NAD 83(1996)-  40 37 42.26937(N)    073 36 44.34584(W)     ADJUSTED  
 KU4801* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4801  ___________________________________________________________________
 KU4801  X           -   1,367,661.659 (meters)                     COMP
 KU4801  Y           -  -4,650,606.936 (meters)                     COMP
 KU4801  Z           -   4,131,172.983 (meters)                     COMP
 KU4801  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KU4801  ELLIP HEIGHT-         -29.58  (meters)          (12/03/02) GPS OBS
 KU4801  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU4801
 KU4801  HORZ ORDER  -  FIRST
 KU4801  ELLP ORDER  -  FOURTH    CLASS II
 KU4801
 KU4801.The horizontal coordinates were established by GPS observations
 KU4801.and adjusted by the National Geodetic Survey in January 1999..
 KU4801
 KU4801.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4801
 KU4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4801
 KU4801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4801
 KU4801.The ellipsoidal height was determined by GPS observations
 KU4801.and is referenced to NAD 83.
 KU4801
 KU4801.The geoid height was determined by GEOID03.
 KU4801
 KU4801;                    North         East     Units Scale Factor Converg.
 KU4801;SPC NY L     -    51,346.877   332,800.139   MT  1.00000235   +0 15 12.9
 KU4801;SPC NY L     -   168,460.55  1,091,861.79   sFT  1.00000235   +0 15 12.9
 KU4801;UTM  18      - 4,498,433.700   617,360.900   MT  0.99976954   +0 54 13.3
 KU4801
 KU4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4801!SPC NY L     -   1.00000464  x   1.00000235  =   1.00000699
 KU4801!UTM  18      -   1.00000464  x   0.99976954  =   0.99977418
 KU4801
 KU4801:                Primary Azimuth Mark                     Grid Az
 KU4801:SPC NY L     -  09E 05N AZ                               110 12 00.5
 KU4801:UTM  18      -  09E 05N AZ                               109 33 00.1
 KU4801
 KU4801|---------------------------------------------------------------------|
 KU4801| PID    Reference Object                     Distance      Geod. Az  |
 KU4801|                                                           dddmmss.s |
 KU4801| KU4821 09E 05N AZ                          471.780 METERS 1102713.4 |
 KU4801|---------------------------------------------------------------------|
 KU4801
 KU4801                          SUPERSEDED SURVEY CONTROL
 KU4801
 KU4801  ELLIP H (09/01/99)  -29.58   (m)                       GP(       ) 4 1
 KU4801  NAD 83(1996)-  40 37 42.27285(N)    073 36 44.34458(W) AD(       ) 1
 KU4801  NAD 83(1992)-  40 37 42.27283(N)    073 36 44.34449(W) AD(       ) 1
 KU4801  NAD 83(1986)-  40 37 42.27294(N)    073 36 44.34487(W) AD(       ) 1
 KU4801  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU4801
 KU4801.Superseded values are not recommended for survey control.
 KU4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4801.See file dsdata.txt to determine how the superseded data were derived.
 KU4801
 KU4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1736198434(NAD 83)
 KU4801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4801_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4801_STAMPING: 09E05N
 KU4801_MARK LOGO: NYDPW 
 KU4801_PROJECTION: RECESSED 8 CENTIMETERS
 KU4801_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4801+STABILITY: POSITION/ELEVATION WELL
 KU4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4801+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1991
 KU4801_ROD/PIPE-DEPTH: 20.6 meters
 KU4801_SLEEVE-DEPTH  : 1.52 meters
 KU4801
 KU4801  HISTORY     - Date     Condition        Report By
 KU4801  HISTORY     - 1990     MONUMENTED       SBAS
 KU4801  HISTORY     - 19910517 GOOD
 KU4801
 KU4801                          STATION DESCRIPTION
 KU4801
 KU4801'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4801'THE POINT IS LOCATED IN BALDWIN HARBOR, TOWN OF HEMPSTEAD, IN BALDWIN
 KU4801'PARK AT THE SOUTH END OF GRAND AVENUE, 51 FEET (15.5 M) EAST OF THE
 KU4801'PARK ACCESS ROAD AND 400 FEET (121.9 M) ALONG THE ACCESS ROAD FROM
 KU4801'GRAND AVENUE,IN THE GRASS NORTH OF THE MAIN BUILDING.
 KU4801'THE LOCATION TIES ARE 60.1 FEET (18.3 M) FROM THE NORTH WEST CORNER OF
 KU4801'THE PARK BUILDING, 56.6 FEET (17.3 M) FROM THE SEWER MANHOLE AND 60.0
 KU4801'FEET (18.3 M) FROM THE NORTH WEST CORNER OF THE CHAIN LINK FENCE.
 KU4801
 KU4801                          STATION RECOVERY (1991)
 KU4801
 KU4801'RECOVERED 1991
 KU4801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4821 ***********************************************************************
 KU4821  DESIGNATION -  09E 05N AZ
 KU4821  PID         -  KU4821
 KU4821  STATE/COUNTY-  NY/NASSAU
 KU4821  USGS QUAD   -  FREEPORT (1979)
 KU4821
 KU4821                         *CURRENT SURVEY CONTROL
 KU4821  ___________________________________________________________________
 KU4821* NAD 83(1996)-  40 37 36.92426(N)    073 36 25.53752(W)     ADJUSTED  
 KU4821* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 KU4821  ___________________________________________________________________
 KU4821  X           -   1,368,116.415 (meters)                     COMP
 KU4821  Y           -  -4,650,586.546 (meters)                     COMP
 KU4821  Z           -   4,131,049.053 (meters)                     COMP
 KU4821  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4821  ELLIP HEIGHT-         -27.73  (meters)          (12/03/02) GPS OBS
 KU4821  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU4821
 KU4821  HORZ ORDER  -  FIRST
 KU4821  ELLP ORDER  -  FOURTH    CLASS II
 KU4821
 KU4821.The horizontal coordinates were established by GPS observations
 KU4821.and adjusted by the National Geodetic Survey in January 1999..
 KU4821
 KU4821.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4821
 KU4821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4821
 KU4821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4821
 KU4821.The ellipsoidal height was determined by GPS observations
 KU4821.and is referenced to NAD 83.
 KU4821
 KU4821.The geoid height was determined by GEOID03.
 KU4821
 KU4821;                    North         East     Units Scale Factor Converg.
 KU4821;SPC NY L     -    51,183.971   333,242.902   MT  1.00000245   +0 15 25.2
 KU4821;SPC NY L     -   167,926.08  1,093,314.42   sFT  1.00000245   +0 15 25.2
 KU4821;UTM  18      - 4,498,275.865   617,805.379   MT  0.99977082   +0 54 25.4
 KU4821
 KU4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4821!SPC NY L     -   1.00000435  x   1.00000245  =   1.00000680
 KU4821!UTM  18      -   1.00000435  x   0.99977082  =   0.99977517
 KU4821
 KU4821:                Primary Azimuth Mark                     Grid Az
 KU4821:SPC NY L     -  09E 05N                                  290 12 00.5
 KU4821:UTM  18      -  09E 05N                                  289 33 00.3
 KU4821
 KU4821|---------------------------------------------------------------------|
 KU4821| PID    Reference Object                     Distance      Geod. Az  |
 KU4821|                                                           dddmmss.s |
 KU4821| KU4801 09E 05N                             471.780 METERS 2902725.7 |
 KU4821|---------------------------------------------------------------------|
 KU4821
 KU4821                          SUPERSEDED SURVEY CONTROL
 KU4821
 KU4821  ELLIP H (09/01/99)  -27.73   (m)                       GP(       ) 4 1
 KU4821  NAD 83(1996)-  40 37 36.92771(N)    073 36 25.53626(W) AD(       ) 1
 KU4821  NAD 83(1992)-  40 37 36.92767(N)    073 36 25.53615(W) AD(       ) 1
 KU4821  NAD 83(1986)-  40 37 36.92781(N)    073 36 25.53655(W) AD(       ) 1
 KU4821  NGVD 29 (03/24/92)    4.3    (m)           14.     (f) GPS OBS        
 KU4821
 KU4821.Superseded values are not recommended for survey control.
 KU4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4821.See file dsdata.txt to determine how the superseded data were derived.
 KU4821
 KU4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1780598276(NAD 83)
 KU4821_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4821_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4821_STAMPING: 09E05NAZ
 KU4821_MARK LOGO: NYDPW 
 KU4821_PROJECTION: RECESSED 8 CENTIMETERS
 KU4821_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4821+STABILITY: POSITION/ELEVATION WELL
 KU4821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4821+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1991
 KU4821_ROD/PIPE-DEPTH: 20.6 meters
 KU4821_SLEEVE-DEPTH  : 1.52 meters
 KU4821
 KU4821  HISTORY     - Date     Condition        Report By
 KU4821  HISTORY     - 1990     MONUMENTED       SBAS
 KU4821  HISTORY     - 19910517 GOOD
 KU4821
 KU4821                          STATION DESCRIPTION
 KU4821
 KU4821'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4821'THE POINT IS LOCATED IN BALDWIN HARBOR, TOWN OF HEMPSTEAD, IN BALDWIN
 KU4821'PARK AT THE SOUTH END OF GRAND AVENUE, 0.6 MILES (1.0 KM) ALONG PARK
 KU4821'ENTRANCE ROAD FROM GRAND AVENUE,IN THE GRASS AREA BETWEEN THE ROLLER
 KU4821'HOCKEY RINK AND THE PARKING LOT.
 KU4821'LOCATION TIES ARE 61.2 FEET (18.7 M) FROM THE NORTH WEST CORNER OF THE
 KU4821'PARKING LOT, 42.1 FEET (12.8 M) FROM THE DRAIN INLET AND 117.3 FEET
 KU4821'(35.8 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN.
 KU4821
 KU4821                          STATION RECOVERY (1991)
 KU4821
 KU4821'RECOVERED 1991
 KU4821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4802 ***********************************************************************
 KU4802  DESIGNATION -  09E 06N
 KU4802  PID         -  KU4802
 KU4802  STATE/COUNTY-  NY/NASSAU
 KU4802  USGS QUAD   -  FREEPORT (1979)
 KU4802
 KU4802                         *CURRENT SURVEY CONTROL
 KU4802  ___________________________________________________________________
 KU4802* NAD 83(1996)-  40 38 28.47952(N)    073 36 45.43437(W)     ADJUSTED  
 KU4802* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KU4802  ___________________________________________________________________
 KU4802  X           -   1,367,375.504 (meters)                     COMP
 KU4802  Y           -  -4,649,724.548 (meters)                     COMP
 KU4802  Z           -   4,132,255.550 (meters)                     COMP
 KU4802  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4802  ELLIP HEIGHT-         -28.26  (meters)          (12/03/02) GPS OBS
 KU4802  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4802
 KU4802  HORZ ORDER  -  FIRST
 KU4802  ELLP ORDER  -  FOURTH    CLASS II
 KU4802
 KU4802.The horizontal coordinates were established by GPS observations
 KU4802.and adjusted by the National Geodetic Survey in January 1999..
 KU4802
 KU4802.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4802
 KU4802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4802
 KU4802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4802
 KU4802.The ellipsoidal height was determined by GPS observations
 KU4802.and is referenced to NAD 83.
 KU4802
 KU4802.The geoid height was determined by GEOID03.
 KU4802
 KU4802;                    North         East     Units Scale Factor Converg.
 KU4802;SPC NY L     -    52,772.167   332,768.254   MT  1.00000151   +0 15 12.2
 KU4802;SPC NY L     -   173,136.68  1,091,757.18   sFT  1.00000151   +0 15 12.2
 KU4802;UTM  18      - 4,499,858.206   617,312.853   MT  0.99976940   +0 54 13.4
 KU4802
 KU4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4802!SPC NY L     -   1.00000443  x   1.00000151  =   1.00000594
 KU4802!UTM  18      -   1.00000443  x   0.99976940  =   0.99977383
 KU4802
 KU4802|---------------------------------------------------------------------|
 KU4802| PID    Reference Object                     Distance      Geod. Az  |
 KU4802|                                                           dddmmss.s |
 KU4802| KU4822 09E 06N AZ                          256.250 METERS 09637     |
 KU4802|---------------------------------------------------------------------|
 KU4802
 KU4802                          SUPERSEDED SURVEY CONTROL
 KU4802
 KU4802  ELLIP H (09/01/99)  -28.25   (m)                       GP(       ) 4 1
 KU4802  NAD 83(1996)-  40 38 28.48282(N)    073 36 45.43321(W) AD(       ) 1
 KU4802  NAD 83(1992)-  40 38 28.48276(N)    073 36 45.43307(W) AD(       ) 1
 KU4802  NAD 83(1986)-  40 38 28.48312(N)    073 36 45.43350(W) AD(       ) 1
 KU4802  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4802
 KU4802.Superseded values are not recommended for survey control.
 KU4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4802.See file dsdata.txt to determine how the superseded data were derived.
 KU4802
 KU4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1731399858(NAD 83)
 KU4802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4802_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4802_STAMPING: 09E06N
 KU4802_MARK LOGO: NYDPW 
 KU4802_PROJECTION: RECESSED 8 CENTIMETERS
 KU4802_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4802+STABILITY: POSITION/ELEVATION WELL
 KU4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4802+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1991
 KU4802_ROD/PIPE-DEPTH: 20.0 meters
 KU4802_SLEEVE-DEPTH  : 1.52 meters
 KU4802
 KU4802  HISTORY     - Date     Condition        Report By
 KU4802  HISTORY     - 1990     MONUMENTED       SBAS
 KU4802  HISTORY     - 19910307 GOOD
 KU4802
 KU4802                          STATION DESCRIPTION
 KU4802
 KU4802'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4802'THE POINT IS LOCATED IN BALDWIN, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU4802'NORTH OF THE CENTERLINE OF CHURCH STREET AND 58 FEET (17.7 M) EAST OF
 KU4802'THE CENTERLINE OF GRAND AVENUE,IN THE GRASS AREA ADJACENT TO THE
 KU4802'CURB.
 KU4802'THE LOCATION TIES ARE 28.5 FEET (8.7 M) FROM THE HYDRANT, 20.7 FEET
 KU4802'(6.3 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 1
 KU4802'AND 38.2 FEET (11.6 M) FROM THE SOUTH WEST CORNER OF THE BRICK
 KU4802'FOUNDATION OF THE HOUSE ON THE NORTH EAST CORNER OF GRAND AVENUE AND
 KU4802'CHURCH STREET.
 KU4802
 KU4802                          STATION RECOVERY (1991)
 KU4802
 KU4802'RECOVERED 1991
 KU4802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4822 ***********************************************************************
 KU4822  DESIGNATION -  09E 06N AZ
 KU4822  PID         -  KU4822
 KU4822  STATE/COUNTY-  NY/NASSAU
 KU4822  USGS QUAD   -  FREEPORT (1979)
 KU4822
 KU4822                         *CURRENT SURVEY CONTROL
 KU4822  ___________________________________________________________________
 KU4822* NAD 83(1996)-  40 38 27.52328(N)    073 36 34.60132(W)     ADJUSTED  
 KU4822* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 KU4822  ___________________________________________________________________
 KU4822  X           -   1,367,625.228 (meters)                     COMP
 KU4822  Y           -  -4,649,671.500 (meters)                     COMP
 KU4822  Z           -   4,132,233.474 (meters)                     COMP
 KU4822  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4822  ELLIP HEIGHT-         -27.79  (meters)          (12/03/02) GPS OBS
 KU4822  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4822
 KU4822  HORZ ORDER  -  FIRST
 KU4822  ELLP ORDER  -  FOURTH    CLASS II
 KU4822
 KU4822.The horizontal coordinates were established by GPS observations
 KU4822.and adjusted by the National Geodetic Survey in January 1999..
 KU4822
 KU4822.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4822
 KU4822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4822
 KU4822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4822
 KU4822.The ellipsoidal height was determined by GPS observations
 KU4822.and is referenced to NAD 83.
 KU4822
 KU4822.The geoid height was determined by GEOID03.
 KU4822
 KU4822;                    North         East     Units Scale Factor Converg.
 KU4822;SPC NY L     -    52,743.801   333,022.929   MT  1.00000153   +0 15 19.2
 KU4822;SPC NY L     -   173,043.62  1,092,592.73   sFT  1.00000153   +0 15 19.2
 KU4822;UTM  18      - 4,499,832.738   617,567.774   MT  0.99977013   +0 54 20.5
 KU4822
 KU4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4822!SPC NY L     -   1.00000436  x   1.00000153  =   1.00000589
 KU4822!UTM  18      -   1.00000436  x   0.99977013  =   0.99977449
 KU4822
 KU4822|---------------------------------------------------------------------|
 KU4822| PID    Reference Object                     Distance      Geod. Az  |
 KU4822|                                                           dddmmss.s |
 KU4822| KU4802 09E 06N                             256.250 METERS 27637     |
 KU4822|---------------------------------------------------------------------|
 KU4822
 KU4822                          SUPERSEDED SURVEY CONTROL
 KU4822
 KU4822  ELLIP H (09/01/99)  -27.79   (m)                       GP(       ) 4 1
 KU4822  NAD 83(1996)-  40 38 27.52661(N)    073 36 34.60019(W) AD(       ) 1
 KU4822  NAD 83(1992)-  40 38 27.52655(N)    073 36 34.60010(W) AD(       ) 1
 KU4822  NAD 83(1986)-  40 38 27.52683(N)    073 36 34.60045(W) AD(       ) 1
 KU4822  NGVD 29 (03/24/92)    4.3    (m)           14.     (f) GPS OBS        
 KU4822
 KU4822.Superseded values are not recommended for survey control.
 KU4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4822.See file dsdata.txt to determine how the superseded data were derived.
 KU4822
 KU4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1756899833(NAD 83)
 KU4822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4822_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4822_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4822_STAMPING: 09E06NAZ
 KU4822_MARK LOGO: NYDPW 
 KU4822_PROJECTION: RECESSED 8 CENTIMETERS
 KU4822_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4822+STABILITY: POSITION/ELEVATION WELL
 KU4822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4822+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1991
 KU4822_ROD/PIPE-DEPTH: 20.6 meters
 KU4822_SLEEVE-DEPTH  : 1.52 meters
 KU4822
 KU4822  HISTORY     - Date     Condition        Report By
 KU4822  HISTORY     - 1990     MONUMENTED       SBAS
 KU4822  HISTORY     - 19910508 GOOD
 KU4822
 KU4822                          STATION DESCRIPTION
 KU4822
 KU4822'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4822'THE POINT IS LOCATED IN BALDWIN, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU4822'SOUTH OF THE CENTERLINE OF CHURCH STREET AND 36 FEET (11.0 M) WEST OF
 KU4822'THE CENTERLINE OF PARK AVENUE,IN THE CONCRETE SIDEWALK.
 KU4822'THE LOCATION TIES ARE 62.1 FEET (18.9 M) FROM THE CENTER OF THE
 KU4822'UTILITY POLE NUMBER 7 1/2S, 42.0 FEET (12.8 M) FROM THE CENTER OF THE
 KU4822'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 68 AND 35.8 FEET
 KU4822'(10.9 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4822
 KU4822                          STATION RECOVERY (1991)
 KU4822
 KU4822'RECOVERED 1991
 KU4822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4803 ***********************************************************************
 KU4803  DESIGNATION -  09E 07N
 KU4803  PID         -  KU4803
 KU4803  STATE/COUNTY-  NY/NASSAU
 KU4803  USGS QUAD   -  FREEPORT (1979)
 KU4803
 KU4803                         *CURRENT SURVEY CONTROL
 KU4803  ___________________________________________________________________
 KU4803* NAD 83(1996)-  40 39 23.36187(N)    073 36 50.31877(W)     ADJUSTED  
 KU4803* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 KU4803  ___________________________________________________________________
 KU4803  X           -   1,366,955.196 (meters)                     COMP
 KU4803  Y           -  -4,648,702.003 (meters)                     COMP
 KU4803  Z           -   4,133,542.755 (meters)                     COMP
 KU4803  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4803  ELLIP HEIGHT-         -24.02  (meters)          (12/03/02) GPS OBS
 KU4803  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU4803
 KU4803  HORZ ORDER  -  FIRST
 KU4803  ELLP ORDER  -  FOURTH    CLASS II
 KU4803
 KU4803.The horizontal coordinates were established by GPS observations
 KU4803.and adjusted by the National Geodetic Survey in January 1999..
 KU4803
 KU4803.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4803
 KU4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4803
 KU4803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4803
 KU4803.The ellipsoidal height was determined by GPS observations
 KU4803.and is referenced to NAD 83.
 KU4803
 KU4803.The geoid height was determined by GEOID03.
 KU4803
 KU4803;                    North         East     Units Scale Factor Converg.
 KU4803;SPC NY L     -    54,464.570   332,646.025   MT  1.00000058   +0 15 09.0
 KU4803;SPC NY L     -   178,689.18  1,091,356.17   sFT  1.00000058   +0 15 09.0
 KU4803;UTM  18      - 4,501,548.720   617,171.450   MT  0.99976899   +0 54 11.3
 KU4803
 KU4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4803!SPC NY L     -   1.00000377  x   1.00000058  =   1.00000435
 KU4803!UTM  18      -   1.00000377  x   0.99976899  =   0.99977276
 KU4803
 KU4803|---------------------------------------------------------------------|
 KU4803| PID    Reference Object                     Distance      Geod. Az  |
 KU4803|                                                           dddmmss.s |
 KU4803| KU4823 09E 07N AZ                          375.948 METERS 27326     |
 KU4803|---------------------------------------------------------------------|
 KU4803
 KU4803                          SUPERSEDED SURVEY CONTROL
 KU4803
 KU4803  ELLIP H (09/01/99)  -24.02   (m)                       GP(       ) 4 1
 KU4803  NAD 83(1996)-  40 39 23.36514(N)    073 36 50.31758(W) AD(       ) 1
 KU4803  NAD 83(1992)-  40 39 23.36507(N)    073 36 50.31743(W) AD(       ) 1
 KU4803  NAD 83(1986)-  40 39 23.36538(N)    073 36 50.31800(W) AD(       ) 1
 KU4803  NGVD 29 (03/24/92)    8.0    (m)           26.     (f) GPS OBS        
 KU4803
 KU4803.Superseded values are not recommended for survey control.
 KU4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4803.See file dsdata.txt to determine how the superseded data were derived.
 KU4803
 KU4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1717101549(NAD 83)
 KU4803_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4803_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4803_STAMPING: 09E07N
 KU4803_MARK LOGO: NYDPW 
 KU4803_PROJECTION: RECESSED 8 CENTIMETERS
 KU4803_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4803+STABILITY: POSITION/ELEVATION WELL
 KU4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4803+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 KU4803_ROD/PIPE-DEPTH: 20.6 meters
 KU4803_SLEEVE-DEPTH  : 1.52 meters
 KU4803
 KU4803  HISTORY     - Date     Condition        Report By
 KU4803  HISTORY     - 1990     MONUMENTED       SBAS
 KU4803  HISTORY     - 19910312 GOOD
 KU4803
 KU4803                          STATION DESCRIPTION
 KU4803
 KU4803'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4803'THE POINT IS LOCATED IN BALDWIN, TOWN OF HEMPSTEAD, 24 FEET (7.3 M)
 KU4803'NORTH OF THE CENTERLINE OF THE WESTBOUND SUNRISE HIGHWAY AND 117 FEET
 KU4803'(35.7 M) WEST OF THE CENTERLINE OF EDNA COURT,IN THE GRASS PORTION OF
 KU4803'THE MEDIAN.
 KU4803'THE LOCATION TIES ARE 58.8 FEET (17.9 M) FROM THE CENTER OF THE LIGHT
 KU4803'POLE ON THE NORTH SIDE OF SUNRISE HIGHWAY, 94.0 FEET (28.7 M) FROM
 KU4803'THE NORTH WEST CORNER OF THE CATCH BASIN AND 89.5 FEET (27.3 M) FROM
 KU4803'THE CENTER OF THE LIGHT POLE ON THE SOUTH SIDE OF SUNRISE HIGHWAY.
 KU4803
 KU4803                          STATION RECOVERY (1991)
 KU4803
 KU4803'RECOVERED 1991
 KU4803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4823 ***********************************************************************
 KU4823  DESIGNATION -  09E 07N AZ
 KU4823  PID         -  KU4823
 KU4823  STATE/COUNTY-  NY/NASSAU
 KU4823  USGS QUAD   -  FREEPORT (1979)
 KU4823
 KU4823                         *CURRENT SURVEY CONTROL
 KU4823  ___________________________________________________________________
 KU4823* NAD 83(1996)-  40 39 24.09111(N)    073 37 06.29350(W)     ADJUSTED  
 KU4823* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 KU4823  ___________________________________________________________________
 KU4823  X           -   1,366,591.042 (meters)                     COMP
 KU4823  Y           -  -4,648,793.846 (meters)                     COMP
 KU4823  Z           -   4,133,559.865 (meters)                     COMP
 KU4823  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 KU4823  ELLIP HEIGHT-         -23.95  (meters)          (12/03/02) GPS OBS
 KU4823  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU4823
 KU4823  HORZ ORDER  -  FIRST
 KU4823  ELLP ORDER  -  FOURTH    CLASS II
 KU4823
 KU4823.The horizontal coordinates were established by GPS observations
 KU4823.and adjusted by the National Geodetic Survey in January 1999..
 KU4823
 KU4823.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4823
 KU4823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4823
 KU4823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4823
 KU4823.The ellipsoidal height was determined by GPS observations
 KU4823.and is referenced to NAD 83.
 KU4823
 KU4823.The geoid height was determined by GEOID03.
 KU4823
 KU4823;                    North         East     Units Scale Factor Converg.
 KU4823;SPC NY L     -    54,485.420   332,270.655   MT  1.00000057   +0 14 58.5
 KU4823;SPC NY L     -   178,757.58  1,090,124.64   sFT  1.00000057   +0 14 58.5
 KU4823;UTM  18      - 4,501,565.302   616,795.955   MT  0.99976791   +0 54 00.9
 KU4823
 KU4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4823!SPC NY L     -   1.00000376  x   1.00000057  =   1.00000433
 KU4823!UTM  18      -   1.00000376  x   0.99976791  =   0.99977167
 KU4823
 KU4823|---------------------------------------------------------------------|
 KU4823| PID    Reference Object                     Distance      Geod. Az  |
 KU4823|                                                           dddmmss.s |
 KU4823| KU4803 09E 07N                             375.948 METERS 09326     |
 KU4823|---------------------------------------------------------------------|
 KU4823
 KU4823                          SUPERSEDED SURVEY CONTROL
 KU4823
 KU4823  ELLIP H (09/01/99)  -23.95   (m)                       GP(       ) 4 1
 KU4823  NAD 83(1996)-  40 39 24.09442(N)    073 37 06.29235(W) AD(       ) 1
 KU4823  NAD 83(1992)-  40 39 24.09435(N)    073 37 06.29221(W) AD(       ) 1
 KU4823  NAD 83(1986)-  40 39 24.09464(N)    073 37 06.29275(W) AD(       ) 1
 KU4823  NGVD 29 (03/24/92)    8.1    (m)           27.     (f) GPS OBS        
 KU4823
 KU4823.Superseded values are not recommended for survey control.
 KU4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4823.See file dsdata.txt to determine how the superseded data were derived.
 KU4823
 KU4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1679601565(NAD 83)
 KU4823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4823_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4823_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4823_STAMPING: 09E07NAZ
 KU4823_MARK LOGO: NYDPW 
 KU4823_PROJECTION: RECESSED 8 CENTIMETERS
 KU4823_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4823+STABILITY: POSITION/ELEVATION WELL
 KU4823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4823+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 KU4823_ROD/PIPE-DEPTH: 20.6 meters
 KU4823_SLEEVE-DEPTH  : 1.52 meters
 KU4823
 KU4823  HISTORY     - Date     Condition        Report By
 KU4823  HISTORY     - 1990     MONUMENTED       SBAS
 KU4823  HISTORY     - 19910312 GOOD
 KU4823
 KU4823                          STATION DESCRIPTION
 KU4823
 KU4823'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4823'THE POINT IS LOCATED IN BALDWIN, TOWN OF HEMPSTEAD, 27 FEET (8.2 M)
 KU4823'NORTH OF THE CENTERLINE OF THE EASTBOUND SUNRISE HIGHWAY AND 91 FEET
 KU4823'(27.7 M) EAST OF THE EXTENDED CENTERLINE OF CROYDON DRIVE,IN THE
 KU4823'GRASS PORTION OF THE MEDIAN.
 KU4823'THE LOCATION TIES ARE 80.2 FEET (24.4 M) FROM THE CENTER OF THE LIGHT
 KU4823'POLE NUMBER 21 ON THE NORTH SIDE OF SUNRISE HIGHWAY, 65.2 FEET
 KU4823'(19.9 M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN AND 59.7 FEET
 KU4823'(18.2 M) FROM THE FACE OF THE CURB AT THE CENTER OF THE MEDIAN
 KU4823'OPPOSITE CROYDON DRIVE.
 KU4823
 KU4823                          STATION RECOVERY (1991)
 KU4823
 KU4823'RECOVERED 1991
 KU4823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4804 ***********************************************************************
 KU4804  DESIGNATION -  09E 08N
 KU4804  PID         -  KU4804
 KU4804  STATE/COUNTY-  NY/NASSAU
 KU4804  USGS QUAD   -  FREEPORT (1979)
 KU4804
 KU4804                         *CURRENT SURVEY CONTROL
 KU4804  ___________________________________________________________________
 KU4804* NAD 83(1996)-  40 40 00.16075(N)    073 36 20.09563(W)     ADJUSTED  
 KU4804* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 KU4804  ___________________________________________________________________
 KU4804  X           -   1,367,427.700 (meters)                     COMP
 KU4804  Y           -  -4,647,792.517 (meters)                     COMP
 KU4804  Z           -   4,134,404.190 (meters)                     COMP
 KU4804  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KU4804  ELLIP HEIGHT-         -23.45  (meters)          (12/03/02) GPS OBS
 KU4804  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU4804
 KU4804  HORZ ORDER  -  FIRST
 KU4804  ELLP ORDER  -  FOURTH    CLASS II
 KU4804
 KU4804.The horizontal coordinates were established by GPS observations
 KU4804.and adjusted by the National Geodetic Survey in January 1999..
 KU4804
 KU4804.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4804
 KU4804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4804
 KU4804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4804
 KU4804.The ellipsoidal height was determined by GPS observations
 KU4804.and is referenced to NAD 83.
 KU4804
 KU4804.The geoid height was determined by GEOID03.
 KU4804
 KU4804;                    North         East     Units Scale Factor Converg.
 KU4804;SPC NY L     -    55,602.838   333,350.903   MT  1.00000000   +0 15 28.7
 KU4804;SPC NY L     -   182,423.64  1,093,668.75   sFT  1.00000000   +0 15 28.7
 KU4804;UTM  18      - 4,502,694.656   617,863.197   MT  0.99977099   +0 54 31.6
 KU4804
 KU4804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4804!SPC NY L     -   1.00000368  x   1.00000000  =   1.00000368
 KU4804!UTM  18      -   1.00000368  x   0.99977099  =   0.99977467
 KU4804
 KU4804|---------------------------------------------------------------------|
 KU4804| PID    Reference Object                     Distance      Geod. Az  |
 KU4804|                                                           dddmmss.s |
 KU4804| KU4824 09E 08N AZ                          254.959 METERS 09147     |
 KU4804|---------------------------------------------------------------------|
 KU4804
 KU4804                          SUPERSEDED SURVEY CONTROL
 KU4804
 KU4804  ELLIP H (09/01/99)  -23.45   (m)                       GP(       ) 4 1
 KU4804  NAD 83(1996)-  40 40 00.16400(N)    073 36 20.09442(W) AD(       ) 1
 KU4804  NAD 83(1992)-  40 40 00.16393(N)    073 36 20.09427(W) AD(       ) 1
 KU4804  NAD 83(1986)-  40 40 00.16424(N)    073 36 20.09482(W) AD(       ) 1
 KU4804  NGVD 29 (03/24/92)    8.5    (m)           28.     (f) GPS OBS        
 KU4804
 KU4804.Superseded values are not recommended for survey control.
 KU4804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4804.See file dsdata.txt to determine how the superseded data were derived.
 KU4804
 KU4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1786302695(NAD 83)
 KU4804_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4804_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4804_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4804_STAMPING: 09E08N
 KU4804_MARK LOGO: NYDPW 
 KU4804_PROJECTION: RECESSED 8 CENTIMETERS
 KU4804_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4804+STABILITY: POSITION/ELEVATION WELL
 KU4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4804+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 KU4804_ROD/PIPE-DEPTH: 20.6 meters
 KU4804_SLEEVE-DEPTH  : 1.52 meters
 KU4804
 KU4804  HISTORY     - Date     Condition        Report By
 KU4804  HISTORY     - 1990     MONUMENTED       SBAS
 KU4804  HISTORY     - 19910402 GOOD
 KU4804
 KU4804                          STATION DESCRIPTION
 KU4804
 KU4804'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4804'THE POINT IS LOCATED IN ROOSEVELT, TOWN OF HEMPSTEAD, IN THE BALDWIN
 KU4804'SENIOR HIGH SCHOOL, 17 FEET (5.2 M) NORTH OF THE CENTERLINE OF THE
 KU4804'HIGH SCHOOL DRIVE AND 705 FEET (214.9 M) EAST OF THE CENTERLINE OF
 KU4804'GRAND AVENUE,IN THE INTERIOR CONCRETE SIDEWALK.
 KU4804'THE LOCATION TIES ARE 13.5 FEET (4.1 M) FROM THE SOUTH WEST CORNER OF
 KU4804'THE CHAIN LINK FENCE, 48.5 FEET (14.8 M) FROM THE CORNER OF THE FACE
 KU4804'OF THE CURB ON THE SOUTH SIDE OF THE HIGH SCHOOL DRIVE AND 55.3 FEET
 KU4804'(16.9 M) FROM THE SOUTH WEST CORNER OF THE FACE OF THE CURB IN THE
 KU4804'PARKING AREA.
 KU4804
 KU4804                          STATION RECOVERY (1991)
 KU4804
 KU4804'RECOVERED 1991
 KU4804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4824 ***********************************************************************
 KU4824  DESIGNATION -  09E 08N AZ
 KU4824  PID         -  KU4824
 KU4824  STATE/COUNTY-  NY/NASSAU
 KU4824  USGS QUAD   -  FREEPORT (1979)
 KU4824
 KU4824                         *CURRENT SURVEY CONTROL
 KU4824  ___________________________________________________________________
 KU4824* NAD 83(1996)-  40 39 59.90297(N)    073 36 09.24614(W)     ADJUSTED  
 KU4824* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 KU4824  ___________________________________________________________________
 KU4824  X           -   1,367,673.092 (meters)                     COMP
 KU4824  Y           -  -4,647,723.715 (meters)                     COMP
 KU4824  Z           -   4,134,396.510 (meters)                     COMP
 KU4824  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KU4824  ELLIP HEIGHT-         -25.98  (meters)          (12/03/02) GPS OBS
 KU4824  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU4824
 KU4824  HORZ ORDER  -  FIRST
 KU4824  ELLP ORDER  -  FOURTH    CLASS II
 KU4824
 KU4824.The horizontal coordinates were established by GPS observations
 KU4824.and adjusted by the National Geodetic Survey in January 1999..
 KU4824
 KU4824.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4824
 KU4824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4824
 KU4824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4824
 KU4824.The ellipsoidal height was determined by GPS observations
 KU4824.and is referenced to NAD 83.
 KU4824
 KU4824.The geoid height was determined by GEOID03.
 KU4824
 KU4824;                    North         East     Units Scale Factor Converg.
 KU4824;SPC NY L     -    55,596.038   333,605.772   MT  1.00000000   +0 15 35.8
 KU4824;SPC NY L     -   182,401.33  1,094,504.94   sFT  1.00000000   +0 15 35.8
 KU4824;UTM  18      - 4,502,690.752   618,118.068   MT  0.99977173   +0 54 38.7
 KU4824
 KU4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4824!SPC NY L     -   1.00000408  x   1.00000000  =   1.00000408
 KU4824!UTM  18      -   1.00000408  x   0.99977173  =   0.99977580
 KU4824
 KU4824|---------------------------------------------------------------------|
 KU4824| PID    Reference Object                     Distance      Geod. Az  |
 KU4824|                                                           dddmmss.s |
 KU4824| KU4804 09E 08N                             254.959 METERS 27147     |
 KU4824|---------------------------------------------------------------------|
 KU4824
 KU4824                          SUPERSEDED SURVEY CONTROL
 KU4824
 KU4824  ELLIP H (09/01/99)  -25.98   (m)                       GP(       ) 4 1
 KU4824  NAD 83(1996)-  40 39 59.90623(N)    073 36 09.24494(W) AD(       ) 1
 KU4824  NAD 83(1992)-  40 39 59.90615(N)    073 36 09.24478(W) AD(       ) 1
 KU4824  NAD 83(1986)-  40 39 59.90654(N)    073 36 09.24537(W) AD(       ) 1
 KU4824  NGVD 29 (03/24/92)    6.0    (m)           20.     (f) GPS OBS        
 KU4824
 KU4824.Superseded values are not recommended for survey control.
 KU4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4824.See file dsdata.txt to determine how the superseded data were derived.
 KU4824
 KU4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1811802691(NAD 83)
 KU4824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4824_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4824_STAMPING: 09E08NAZ
 KU4824_MARK LOGO: NYDPW 
 KU4824_PROJECTION: RECESSED 8 CENTIMETERS
 KU4824_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4824+STABILITY: POSITION/ELEVATION WELL
 KU4824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4824+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 KU4824_ROD/PIPE-DEPTH: 20.6 meters
 KU4824_SLEEVE-DEPTH  : 1.52 meters
 KU4824
 KU4824  HISTORY     - Date     Condition        Report By
 KU4824  HISTORY     - 1990     MONUMENTED       SBAS
 KU4824  HISTORY     - 19910402 GOOD
 KU4824
 KU4824                          STATION DESCRIPTION
 KU4824
 KU4824'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4824'THE POINT IS LOCATED IN ROOSEVELT, TOWN OF HEMPSTEAD, IN THE BALDWIN
 KU4824'SENIOR HIGH SCHOOL, 17 FEET (5.2 M) NORTH OF THE HIGH SCHOOL DRIVE
 KU4824'AND 360 FEET (109.7 M) WEST OF THE CENTERLINE OF BROOKSIDE AVENUE,IN
 KU4824'THE 9 FOOT (2.7 M) CONCRETE SIDEWALK NEAR THE BROOK.
 KU4824'THE LOCATION TIES ARE 23.0 FEET (7.0 M) FROM THE NORTH WEST CORNER OF
 KU4824'THE 8 FOOT (2.4 M) CHAIN LINK FENCE, 18.8 FEET (5.7 M) FROM THE BEND
 KU4824'POINT OF THE 8 FOOT (2.4 M) CHAIN LINK FENCE AND 16.7 FEET (5.1 M)
 KU4824'FROM THE NORTH WEST CORNER OF THE CATCH BASIN.
 KU4824
 KU4824                          STATION RECOVERY (1991)
 KU4824
 KU4824'RECOVERED 1991
 KU4824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4805 ***********************************************************************
 KU4805  DESIGNATION -  09E 09N
 KU4805  PID         -  KU4805
 KU4805  STATE/COUNTY-  NY/NASSAU
 KU4805  USGS QUAD   -  FREEPORT (1979)
 KU4805
 KU4805                         *CURRENT SURVEY CONTROL
 KU4805  ___________________________________________________________________
 KU4805* NAD 83(1996)-  40 41 01.83554(N)    073 36 52.39240(W)     ADJUSTED  
 KU4805* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 KU4805  ___________________________________________________________________
 KU4805  X           -   1,366,351.331 (meters)                     COMP
 KU4805  Y           -  -4,646,821.001 (meters)                     COMP
 KU4805  Z           -   4,135,850.648 (meters)                     COMP
 KU4805  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KU4805  ELLIP HEIGHT-         -17.91  (meters)          (12/03/02) GPS OBS
 KU4805  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4805
 KU4805  HORZ ORDER  -  FIRST
 KU4805  ELLP ORDER  -  FOURTH    CLASS II
 KU4805
 KU4805.The horizontal coordinates were established by GPS observations
 KU4805.and adjusted by the National Geodetic Survey in January 1999..
 KU4805
 KU4805.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4805
 KU4805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4805
 KU4805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4805
 KU4805.The ellipsoidal height was determined by GPS observations
 KU4805.and is referenced to NAD 83.
 KU4805
 KU4805.The geoid height was determined by GEOID03.
 KU4805
 KU4805;                    North         East     Units Scale Factor Converg.
 KU4805;SPC NY L     -    57,501.897   332,583.946   MT  0.99999909   +0 15 07.6
 KU4805;SPC NY L     -   188,654.14  1,091,152.50   sFT  0.99999909   +0 15 07.6
 KU4805;UTM  18      - 4,504,584.445   617,074.894   MT  0.99976871   +0 54 11.7
 KU4805
 KU4805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4805!SPC NY L     -   1.00000281  x   0.99999909  =   1.00000190
 KU4805!UTM  18      -   1.00000281  x   0.99976871  =   0.99977152
 KU4805
 KU4805|---------------------------------------------------------------------|
 KU4805| PID    Reference Object                     Distance      Geod. Az  |
 KU4805|                                                           dddmmss.s |
 KU4805| KU4825 09E 09N AZ                          203.655 METERS 17409     |
 KU4805|---------------------------------------------------------------------|
 KU4805
 KU4805                          SUPERSEDED SURVEY CONTROL
 KU4805
 KU4805  ELLIP H (09/01/99)  -17.90   (m)                       GP(       ) 4 1
 KU4805  NAD 83(1996)-  40 41 01.83877(N)    073 36 52.39119(W) AD(       ) 1
 KU4805  NAD 83(1992)-  40 41 01.83868(N)    073 36 52.39103(W) AD(       ) 1
 KU4805  NAD 83(1986)-  40 41 01.83907(N)    073 36 52.39178(W) AD(       ) 1
 KU4805  NGVD 29 (03/24/92)   14.0    (m)           46.     (f) GPS OBS        
 KU4805
 KU4805.Superseded values are not recommended for survey control.
 KU4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4805.See file dsdata.txt to determine how the superseded data were derived.
 KU4805
 KU4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1707504584(NAD 83)
 KU4805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4805_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4805_STAMPING: 09E09N
 KU4805_MARK LOGO: NYDPW 
 KU4805_PROJECTION: RECESSED 8 CENTIMETERS
 KU4805_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4805+STABILITY: POSITION/ELEVATION WELL
 KU4805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4805+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1991
 KU4805_ROD/PIPE-DEPTH: 20.6 meters
 KU4805_SLEEVE-DEPTH  : 1.52 meters
 KU4805
 KU4805  HISTORY     - Date     Condition        Report By
 KU4805  HISTORY     - 1990     MONUMENTED       SBAS
 KU4805  HISTORY     - 19910304 GOOD
 KU4805
 KU4805                          STATION DESCRIPTION
 KU4805
 KU4805'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4805'THE POINT IS LOCATED IN SOUTH HEMPSTEAD, TOWN OF HEMPSTEAD, 137 FEET
 KU4805'(41.8 M) SOUTH OF THE CENTERLINE OF SCHOOL DRIVE AND 21 FEET (6.4 M)
 KU4805'WEST OF THE CENTERLINE OF MCDONALD PLACE,IN THE CONCRETE SIDEWALK.
 KU4805'THE LOCATION TIES ARE 59.3 FEET (18.1 M) FROM THE CENTER OF THE LIGHT
 KU4805'POLE, 35.3 FEET (10.8 M) FROM THE SOUTH EAST CORNER OF HOUSE NUMBER
 KU4805'1106 AND 45.6 FEET (13.9 M) FROM THE CORNER OF THE CHAIN LINK FENCE.
 KU4805
 KU4805                          STATION RECOVERY (1991)
 KU4805
 KU4805'RECOVERED 1991
 KU4805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4825 ***********************************************************************
 KU4825  DESIGNATION -  09E 09N AZ
 KU4825  PID         -  KU4825
 KU4825  STATE/COUNTY-  NY/NASSAU
 KU4825  USGS QUAD   -  FREEPORT (1979)
 KU4825
 KU4825                         *CURRENT SURVEY CONTROL
 KU4825  ___________________________________________________________________
 KU4825* NAD 83(1996)-  40 40 55.26772(N)    073 36 51.50850(W)     ADJUSTED  
 KU4825* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 KU4825  ___________________________________________________________________
 KU4825  X           -   1,366,408.480 (meters)                     COMP
 KU4825  Y           -  -4,646,941.782 (meters)                     COMP
 KU4825  Z           -   4,135,696.956 (meters)                     COMP
 KU4825  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4825  ELLIP HEIGHT-         -18.00  (meters)          (12/03/02) GPS OBS
 KU4825  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4825
 KU4825  HORZ ORDER  -  FIRST
 KU4825  ELLP ORDER  -  FOURTH    CLASS II
 KU4825
 KU4825.The horizontal coordinates were established by GPS observations
 KU4825.and adjusted by the National Geodetic Survey in January 1999..
 KU4825
 KU4825.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4825
 KU4825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4825
 KU4825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4825
 KU4825.The ellipsoidal height was determined by GPS observations
 KU4825.and is referenced to NAD 83.
 KU4825
 KU4825.The geoid height was determined by GEOID03.
 KU4825
 KU4825;                    North         East     Units Scale Factor Converg.
 KU4825;SPC NY L     -    57,299.396   332,605.594   MT  0.99999918   +0 15 08.2
 KU4825;SPC NY L     -   187,989.77  1,091,223.52   sFT  0.99999918   +0 15 08.2
 KU4825;UTM  18      - 4,504,382.249   617,098.836   MT  0.99976878   +0 54 12.2
 KU4825
 KU4825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4825!SPC NY L     -   1.00000282  x   0.99999918  =   1.00000200
 KU4825!UTM  18      -   1.00000282  x   0.99976878  =   0.99977160
 KU4825
 KU4825|---------------------------------------------------------------------|
 KU4825| PID    Reference Object                     Distance      Geod. Az  |
 KU4825|                                                           dddmmss.s |
 KU4825| KU4805 09E 09N                             203.655 METERS 35409     |
 KU4825|---------------------------------------------------------------------|
 KU4825
 KU4825                          SUPERSEDED SURVEY CONTROL
 KU4825
 KU4825  ELLIP H (09/01/99)  -18.00   (m)                       GP(       ) 4 1
 KU4825  NAD 83(1996)-  40 40 55.27095(N)    073 36 51.50727(W) AD(       ) 1
 KU4825  NAD 83(1992)-  40 40 55.27086(N)    073 36 51.50710(W) AD(       ) 1
 KU4825  NAD 83(1986)-  40 40 55.27125(N)    073 36 51.50793(W) AD(       ) 1
 KU4825  NGVD 29 (03/24/92)   13.9    (m)           46.     (f) GPS OBS        
 KU4825
 KU4825.Superseded values are not recommended for survey control.
 KU4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4825.See file dsdata.txt to determine how the superseded data were derived.
 KU4825
 KU4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1709904382(NAD 83)
 KU4825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4825_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4825_STAMPING: 09E09NAZ
 KU4825_MARK LOGO: NYDPW 
 KU4825_PROJECTION: RECESSED 8 CENTIMETERS
 KU4825_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4825+STABILITY: POSITION/ELEVATION WELL
 KU4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4825+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 KU4825_ROD/PIPE-DEPTH: 20.6 meters
 KU4825_SLEEVE-DEPTH  : 1.52 meters
 KU4825
 KU4825  HISTORY     - Date     Condition        Report By
 KU4825  HISTORY     - 1990     MONUMENTED       SBAS
 KU4825  HISTORY     - 19910429 GOOD
 KU4825
 KU4825                          STATION DESCRIPTION
 KU4825
 KU4825'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4825'THE POINT IS LOCATED IN SOUTH HEMPSTEAD, TOWN OF HEMPSTEAD, 24 FEET
 KU4825'(7.3 M) SOUTH OF THE CENTERLINE OF VILLAGE AVENUE AND 25 FEET
 KU4825'(7.6 M) EAST OF THE CENTERLINE OF MCDONALD PLACE,IN THE CONCRETE
 KU4825'SIDEWALK.
 KU4825'THE LOCATION TIES ARE 25.1 FEET (7.7 M) FROM THE NORTH WEST CORNER OF
 KU4825'THE MASONRY BUILDING, 79.1 FEET (24.1 M) FROM THE NORTH EAST CORNER
 KU4825'OF THE MASONRY BUILDING AND 42.6 FEET (13.0 M) FROM THE LIGHT POLE.
 KU4825
 KU4825                          STATION RECOVERY (1991)
 KU4825
 KU4825'RECOVERED 1991
 KU4825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4806 ***********************************************************************
 KU4806  DESIGNATION -  09E 10N
 KU4806  PID         -  KU4806
 KU4806  STATE/COUNTY-  NY/NASSAU
 KU4806  USGS QUAD   -  FREEPORT (1979)
 KU4806
 KU4806                         *CURRENT SURVEY CONTROL
 KU4806  ___________________________________________________________________
 KU4806* NAD 83(1996)-  40 42 00.07536(N)    073 36 44.34751(W)     ADJUSTED  
 KU4806* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 KU4806  ___________________________________________________________________
 KU4806  X           -   1,366,203.219 (meters)                     COMP
 KU4806  Y           -  -4,645,647.785 (meters)                     COMP
 KU4806  Z           -   4,137,216.204 (meters)                     COMP
 KU4806  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KU4806  ELLIP HEIGHT-         -12.69  (meters)          (12/03/02) GPS OBS
 KU4806  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4806
 KU4806  HORZ ORDER  -  FIRST
 KU4806  ELLP ORDER  -  FOURTH    CLASS II
 KU4806
 KU4806.The horizontal coordinates were established by GPS observations
 KU4806.and adjusted by the National Geodetic Survey in January 1999..
 KU4806
 KU4806.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4806
 KU4806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4806
 KU4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4806
 KU4806.The ellipsoidal height was determined by GPS observations
 KU4806.and is referenced to NAD 83.
 KU4806
 KU4806.The geoid height was determined by GEOID03.
 KU4806
 KU4806;                    North         East     Units Scale Factor Converg.
 KU4806;SPC NY L     -    59,299.215   332,764.905   MT  0.99999831   +0 15 12.9
 KU4806;SPC NY L     -   194,550.84  1,091,746.19   sFT  0.99999831   +0 15 12.9
 KU4806;UTM  18      - 4,506,383.289   617,235.375   MT  0.99976917   +0 54 18.0
 KU4806
 KU4806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4806!SPC NY L     -   1.00000199  x   0.99999831  =   1.00000030
 KU4806!UTM  18      -   1.00000199  x   0.99976917  =   0.99977116
 KU4806
 KU4806|---------------------------------------------------------------------|
 KU4806| PID    Reference Object                     Distance      Geod. Az  |
 KU4806|                                                           dddmmss.s |
 KU4806| KU4826 09E 10N AZ                          254.871 METERS 13225     |
 KU4806|---------------------------------------------------------------------|
 KU4806
 KU4806                          SUPERSEDED SURVEY CONTROL
 KU4806
 KU4806  ELLIP H (09/01/99)  -12.69   (m)                       GP(       ) 4 1
 KU4806  NAD 83(1996)-  40 42 00.07856(N)    073 36 44.34632(W) AD(       ) 1
 KU4806  NAD 83(1992)-  40 42 00.07846(N)    073 36 44.34613(W) AD(       ) 1
 KU4806  NAD 83(1986)-  40 42 00.07885(N)    073 36 44.34708(W) AD(       ) 1
 KU4806  NGVD 29 (03/24/92)   19.2    (m)           63.     (f) GPS OBS        
 KU4806
 KU4806.Superseded values are not recommended for survey control.
 KU4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4806.See file dsdata.txt to determine how the superseded data were derived.
 KU4806
 KU4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1723506383(NAD 83)
 KU4806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4806_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4806_STAMPING: 09E10N
 KU4806_MARK LOGO: NYDPW 
 KU4806_PROJECTION: RECESSED 8 CENTIMETERS
 KU4806_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4806+STABILITY: POSITION/ELEVATION WELL
 KU4806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4806+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1990
 KU4806_ROD/PIPE-DEPTH: 20.6 meters
 KU4806_SLEEVE-DEPTH  : 1.52 meters
 KU4806
 KU4806  HISTORY     - Date     Condition        Report By
 KU4806  HISTORY     - 1989     MONUMENTED       SBAS
 KU4806  HISTORY     - 19901129 GOOD
 KU4806
 KU4806                          STATION DESCRIPTION
 KU4806
 KU4806'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4806'THE POINT IS LOCATED IN HEMPSTEAD, TOWN OF HEMPSTEAD,IN KENNEDY
 KU4806'MEMORIAL PARK, 445 FEET (135.6 M) NORTH EAST OF THE CENTERLINE OF
 KU4806'GREENWICH STREET AND 28 FEET (8.5 M) NORTH OF THE CENTERLINE OF THE
 KU4806'ASPHALT DRIVEWAY,IN THE GRASS AREA NORTH OF THE DRIVEWAY CIRCLE.
 KU4806'THE LOCATION TIES ARE 20.3 FEET (6.2 M) FROM THE LIGHT POLE NUMBER 9,
 KU4806'25.1 FEET (7.7 M) FROM THE HYDRANT AND 79.0 FEET (24.1 M) FROM THE
 KU4806'LIGHT POLE.
 KU4806
 KU4806                          STATION RECOVERY (1990)
 KU4806
 KU4806'RECOVERED 1990
 KU4806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4826 ***********************************************************************
 KU4826  DESIGNATION -  09E 10N AZ
 KU4826  PID         -  KU4826
 KU4826  STATE/COUNTY-  NY/NASSAU
 KU4826  USGS QUAD   -  FREEPORT (1979)
 KU4826
 KU4826                         *CURRENT SURVEY CONTROL
 KU4826  ___________________________________________________________________
 KU4826* NAD 83(1996)-  40 41 54.50183(N)    073 36 36.33316(W)     ADJUSTED  
 KU4826* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 KU4826  ___________________________________________________________________
 KU4826  X           -   1,366,415.150 (meters)                     COMP
 KU4826  Y           -  -4,645,701.547 (meters)                     COMP
 KU4826  Z           -   4,137,085.228 (meters)                     COMP
 KU4826  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KU4826  ELLIP HEIGHT-         -13.66  (meters)          (12/03/02) GPS OBS
 KU4826  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4826
 KU4826  HORZ ORDER  -  FIRST
 KU4826  ELLP ORDER  -  FOURTH    CLASS II
 KU4826
 KU4826.The horizontal coordinates were established by GPS observations
 KU4826.and adjusted by the National Geodetic Survey in January 1999..
 KU4826
 KU4826.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4826
 KU4826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4826
 KU4826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4826
 KU4826.The ellipsoidal height was determined by GPS observations
 KU4826.and is referenced to NAD 83.
 KU4826
 KU4826.The geoid height was determined by GEOID03.
 KU4826
 KU4826;                    North         East     Units Scale Factor Converg.
 KU4826;SPC NY L     -    59,128.127   332,953.817   MT  0.99999839   +0 15 18.1
 KU4826;SPC NY L     -   193,989.53  1,092,365.98   sFT  0.99999839   +0 15 18.1
 KU4826;UTM  18      - 4,506,214.399   617,426.176   MT  0.99976972   +0 54 23.2
 KU4826
 KU4826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4826!SPC NY L     -   1.00000214  x   0.99999839  =   1.00000053
 KU4826!UTM  18      -   1.00000214  x   0.99976972  =   0.99977186
 KU4826
 KU4826|---------------------------------------------------------------------|
 KU4826| PID    Reference Object                     Distance      Geod. Az  |
 KU4826|                                                           dddmmss.s |
 KU4826| KU4806 09E 10N                             254.871 METERS 31225     |
 KU4826|---------------------------------------------------------------------|
 KU4826
 KU4826                          SUPERSEDED SURVEY CONTROL
 KU4826
 KU4826  ELLIP H (09/01/99)  -13.66   (m)                       GP(       ) 4 1
 KU4826  NAD 83(1996)-  40 41 54.50502(N)    073 36 36.33198(W) AD(       ) 1
 KU4826  NAD 83(1992)-  40 41 54.50492(N)    073 36 36.33178(W) AD(       ) 1
 KU4826  NAD 83(1986)-  40 41 54.50531(N)    073 36 36.33270(W) AD(       ) 1
 KU4826  NGVD 29 (03/24/92)   18.2    (m)           60.     (f) GPS OBS        
 KU4826
 KU4826.Superseded values are not recommended for survey control.
 KU4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4826.See file dsdata.txt to determine how the superseded data were derived.
 KU4826
 KU4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1742606214(NAD 83)
 KU4826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4826_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4826_STAMPING: 09E10NAZ
 KU4826_MARK LOGO: NYDPW 
 KU4826_PROJECTION: RECESSED 8 CENTIMETERS
 KU4826_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4826+STABILITY: POSITION/ELEVATION WELL
 KU4826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4826+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1990
 KU4826_ROD/PIPE-DEPTH: 20.6 meters
 KU4826_SLEEVE-DEPTH  : 1.52 meters
 KU4826
 KU4826  HISTORY     - Date     Condition        Report By
 KU4826  HISTORY     - 1989     MONUMENTED       SBAS
 KU4826  HISTORY     - 19901129 GOOD
 KU4826
 KU4826                          STATION DESCRIPTION
 KU4826
 KU4826'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4826'THE POINT IS LOCATED IN HEMPSTEAD, TOWN OF HEMPSTEAD,IN KENNEDY
 KU4826'MEMORIAL PARK, 300 FEET (91.4 M) NORTH WEST OF THE CENTERLINE OF
 KU4826'MARTIN STREET AND 200 FEET (61.0 M) NORTH EAST OF THE CENTERLINE OF
 KU4826'GREENWICH STREET,IN THE GRASS NORTH WEST OF THE ASPHALT WALK.
 KU4826'THE LOCATION TIES ARE 75.0 FEET (22.9 M) FROM THE SOUTHERLY LIGHT
 KU4826'POLE, 166.8 FEET (50.8 M) FROM THE NORTHERLY LIGHT POLE AND 140.7
 KU4826'FEET (42.9 M) FROM THE UTILITY POLE.
 KU4826
 KU4826                          STATION RECOVERY (1990)
 KU4826
 KU4826'RECOVERED 1990
 KU4826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4807 ***********************************************************************
 KU4807  DESIGNATION -  09E 11N
 KU4807  PID         -  KU4807
 KU4807  STATE/COUNTY-  NY/NASSAU
 KU4807  USGS QUAD   -  FREEPORT (1979)
 KU4807
 KU4807                         *CURRENT SURVEY CONTROL
 KU4807  ___________________________________________________________________
 KU4807* NAD 83(1996)-  40 42 58.95512(N)    073 36 15.80363(W)     ADJUSTED  
 KU4807* NAVD 88     -        22.3    (meters)      73.     (feet)  VERTCON   
 KU4807  ___________________________________________________________________
 KU4807  X           -   1,366,512.480 (meters)                     COMP
 KU4807  Y           -  -4,644,324.840 (meters)                     COMP
 KU4807  Z           -   4,138,595.288 (meters)                     COMP
 KU4807  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 KU4807  ELLIP HEIGHT-          -9.17  (meters)          (12/03/02) GPS OBS
 KU4807  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU4807
 KU4807  HORZ ORDER  -  FIRST
 KU4807  ELLP ORDER  -  FOURTH    CLASS II
 KU4807
 KU4807.The horizontal coordinates were established by GPS observations
 KU4807.and adjusted by the National Geodetic Survey in January 1999..
 KU4807
 KU4807.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4807
 KU4807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4807
 KU4807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4807
 KU4807.The ellipsoidal height was determined by GPS observations
 KU4807.and is referenced to NAD 83.
 KU4807
 KU4807.The geoid height was determined by GEOID03.
 KU4807
 KU4807;                    North         East     Units Scale Factor Converg.
 KU4807;SPC NY L     -    61,118.437   333,426.806   MT  0.99999761   +0 15 31.5
 KU4807;SPC NY L     -   200,519.41  1,093,917.78   sFT  0.99999761   +0 15 31.5
 KU4807;UTM  18      - 4,508,209.505   617,876.398   MT  0.99977103   +0 54 37.7
 KU4807
 KU4807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4807!SPC NY L     -   1.00000144  x   0.99999761  =   0.99999905
 KU4807!UTM  18      -   1.00000144  x   0.99977103  =   0.99977247
 KU4807
 KU4807|---------------------------------------------------------------------|
 KU4807| PID    Reference Object                     Distance      Geod. Az  |
 KU4807|                                                           dddmmss.s |
 KU4807| KU4827 09E 11N AZ                          295.842 METERS 34306     |
 KU4807|---------------------------------------------------------------------|
 KU4807
 KU4807                          SUPERSEDED SURVEY CONTROL
 KU4807
 KU4807  ELLIP H (09/01/99)   -9.17   (m)                       GP(       ) 4 1
 KU4807  NAD 83(1996)-  40 42 58.95839(N)    073 36 15.80250(W) AD(       ) 1
 KU4807  NAD 83(1992)-  40 42 58.95832(N)    073 36 15.80235(W) AD(       ) 1
 KU4807  NAD 83(1986)-  40 42 58.95873(N)    073 36 15.80322(W) AD(       ) 1
 KU4807  NGVD 29 (03/24/92)   22.6    (m)           74.     (f) GPS OBS        
 KU4807
 KU4807.Superseded values are not recommended for survey control.
 KU4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4807.See file dsdata.txt to determine how the superseded data were derived.
 KU4807
 KU4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1787608210(NAD 83)
 KU4807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4807_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4807_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4807_STAMPING: 09E11N
 KU4807_MARK LOGO: NYDPW 
 KU4807_PROJECTION: RECESSED 8 CENTIMETERS
 KU4807_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4807+STABILITY: POSITION/ELEVATION WELL
 KU4807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4807+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 KU4807_ROD/PIPE-DEPTH: 20.6 meters
 KU4807_SLEEVE-DEPTH  : 1.52 meters
 KU4807
 KU4807  HISTORY     - Date     Condition        Report By
 KU4807  HISTORY     - 1989     MONUMENTED       SBAS
 KU4807  HISTORY     - 19910128 GOOD
 KU4807
 KU4807                          STATION DESCRIPTION
 KU4807
 KU4807'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4807'THE POINT IS LOCATED IN UNIONDALE, TOWN OF HEMPSTEAD, 0.15 MILES
 KU4807'(0.24 KM) NORTH OF HEMPSTEAD TURNPIKE AND 16 FEET (4.9 M) WEST OF THE
 KU4807'CENTERLINE OF THE NORTHBOUND LANES OF OAK STREET,IN THE GRASS PORTION
 KU4807'OF THE MEDIAN.
 KU4807'THE LOCATION TIES ARE 34.9 FEET (10.6 M) FROM THE SOUTH EAST CORNER OF
 KU4807'THE WESTERLY CATCH BASIN, 33.7 FEET (10.3 M) FROM THE SOUTH WEST
 KU4807'CORNER OF THE EASTERLY CATCH BASIN AND 43.6 FEET (13.3 M) FROM THE
 KU4807'CENTER OF THE DRAIN MANHOLE.
 KU4807
 KU4807                          STATION RECOVERY (1991)
 KU4807
 KU4807'RECOVERED 1991
 KU4807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4827 ***********************************************************************
 KU4827  DESIGNATION -  09E 11N AZ
 KU4827  PID         -  KU4827
 KU4827  STATE/COUNTY-  NY/NASSAU
 KU4827  USGS QUAD   -  FREEPORT (1979)
 KU4827
 KU4827                         *CURRENT SURVEY CONTROL
 KU4827  ___________________________________________________________________
 KU4827* NAD 83(1996)-  40 43 08.13174(N)    073 36 19.46746(W)     ADJUSTED  
 KU4827* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 KU4827  ___________________________________________________________________
 KU4827  X           -   1,366,378.128 (meters)                     COMP
 KU4827  Y           -  -4,644,172.860 (meters)                     COMP
 KU4827  Z           -   4,138,810.638 (meters)                     COMP
 KU4827  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KU4827  ELLIP HEIGHT-          -7.94  (meters)          (12/03/02) GPS OBS
 KU4827  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4827
 KU4827  HORZ ORDER  -  FIRST
 KU4827  ELLP ORDER  -  FOURTH    CLASS II
 KU4827
 KU4827.The horizontal coordinates were established by GPS observations
 KU4827.and adjusted by the National Geodetic Survey in January 1999..
 KU4827
 KU4827.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4827
 KU4827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4827
 KU4827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4827
 KU4827.The ellipsoidal height was determined by GPS observations
 KU4827.and is referenced to NAD 83.
 KU4827
 KU4827.The geoid height was determined by GEOID03.
 KU4827
 KU4827;                    North         East     Units Scale Factor Converg.
 KU4827;SPC NY L     -    61,401.115   333,339.539   MT  0.99999751   +0 15 29.1
 KU4827;SPC NY L     -   201,446.82  1,093,631.47   sFT  0.99999751   +0 15 29.1
 KU4827;UTM  18      - 4,508,491.108   617,785.942   MT  0.99977076   +0 54 35.5
 KU4827
 KU4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4827!SPC NY L     -   1.00000125  x   0.99999751  =   0.99999876
 KU4827!UTM  18      -   1.00000125  x   0.99977076  =   0.99977201
 KU4827
 KU4827|---------------------------------------------------------------------|
 KU4827| PID    Reference Object                     Distance      Geod. Az  |
 KU4827|                                                           dddmmss.s |
 KU4827| KU4807 09E 11N                             295.842 METERS 16306     |
 KU4827|---------------------------------------------------------------------|
 KU4827
 KU4827                          SUPERSEDED SURVEY CONTROL
 KU4827
 KU4827  ELLIP H (09/01/99)   -7.94   (m)                       GP(       ) 4 1
 KU4827  NAD 83(1996)-  40 43 08.13502(N)    073 36 19.46634(W) AD(       ) 1
 KU4827  NAD 83(1992)-  40 43 08.13496(N)    073 36 19.46619(W) AD(       ) 1
 KU4827  NAD 83(1986)-  40 43 08.13537(N)    073 36 19.46705(W) AD(       ) 1
 KU4827  NGVD 29 (03/24/92)   23.9    (m)           78.     (f) GPS OBS        
 KU4827
 KU4827.Superseded values are not recommended for survey control.
 KU4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4827.See file dsdata.txt to determine how the superseded data were derived.
 KU4827
 KU4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1778608491(NAD 83)
 KU4827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4827_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4827_STAMPING: 09E11NAZ
 KU4827_MARK LOGO: NYDPW 
 KU4827_PROJECTION: RECESSED 8 CENTIMETERS
 KU4827_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4827+STABILITY: POSITION/ELEVATION WELL
 KU4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4827+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 KU4827_ROD/PIPE-DEPTH: 20.6 meters
 KU4827_SLEEVE-DEPTH  : 1.52 meters
 KU4827
 KU4827  HISTORY     - Date     Condition        Report By
 KU4827  HISTORY     - 1989     MONUMENTED       SBAS
 KU4827  HISTORY     - 19901203 GOOD
 KU4827
 KU4827                          STATION DESCRIPTION
 KU4827
 KU4827'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4827'THE POINT IS LOCATED IN UNIONDALE, TOWN OF HEMPSTEAD, 16 FEET (4.9 M)
 KU4827'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF OAK STREET AND 0.35
 KU4827'MILES (0.56 KM) NORTH OF HEMPSTEAD TURNPIKE,IN THE GRASS PORTION OF
 KU4827'THE MEDIAN.
 KU4827'THE LOCATION TIES ARE 37.6 FEET (11.5 M) FROM THE SOUTH EAST CORNER OF
 KU4827'THE WESTERLY CATCH BASIN, 37.0 FEET (11.3 M) FROM THE SOUTH WEST
 KU4827'CORNER OF THE EASTERLY CATCH BASIN AND 38.2 FEET (11.6 M) FROM THE
 KU4827'CENTER OF THE DRAIN MANHOLE.
 KU4827
 KU4827                          STATION RECOVERY (1990)
 KU4827
 KU4827'RECOVERED 1990
 KU4827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4808 ***********************************************************************
 KU4808  DESIGNATION -  09E 12N
 KU4808  PID         -  KU4808
 KU4808  STATE/COUNTY-  NY/NASSAU
 KU4808  USGS QUAD   -  FREEPORT (1979)
 KU4808
 KU4808                         *CURRENT SURVEY CONTROL
 KU4808  ___________________________________________________________________
 KU4808* NAD 83(1996)-  40 43 43.90880(N)    073 36 32.68838(W)     ADJUSTED  
 KU4808* NAVD 88     -        22.1    (meters)      73.     (feet)  VERTCON   
 KU4808  ___________________________________________________________________
 KU4808  X           -   1,365,876.970 (meters)                     COMP
 KU4808  Y           -  -4,643,568.666 (meters)                     COMP
 KU4808  Z           -   4,139,646.107 (meters)                     COMP
 KU4808  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KU4808  ELLIP HEIGHT-          -9.34  (meters)          (12/03/02) GPS OBS
 KU4808  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU4808
 KU4808  HORZ ORDER  -  FIRST
 KU4808  ELLP ORDER  -  FOURTH    CLASS II
 KU4808
 KU4808.The horizontal coordinates were established by GPS observations
 KU4808.and adjusted by the National Geodetic Survey in January 1999..
 KU4808
 KU4808.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4808
 KU4808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4808
 KU4808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4808
 KU4808.The ellipsoidal height was determined by GPS observations
 KU4808.and is referenced to NAD 83.
 KU4808
 KU4808.The geoid height was determined by GEOID03.
 KU4808
 KU4808;                    North         East     Units Scale Factor Converg.
 KU4808;SPC NY L     -    62,503.319   333,024.324   MT  0.99999713   +0 15 20.5
 KU4808;SPC NY L     -   205,062.97  1,092,597.30   sFT  0.99999713   +0 15 20.5
 KU4808;UTM  18      - 4,509,589.405   617,458.283   MT  0.99976981   +0 54 27.5
 KU4808
 KU4808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4808!SPC NY L     -   1.00000147  x   0.99999713  =   0.99999860
 KU4808!UTM  18      -   1.00000147  x   0.99976981  =   0.99977127
 KU4808
 KU4808|---------------------------------------------------------------------|
 KU4808| PID    Reference Object                     Distance      Geod. Az  |
 KU4808|                                                           dddmmss.s |
 KU4808| KU4828 09E 12N AZ                          339.076 METERS 16304     |
 KU4808|---------------------------------------------------------------------|
 KU4808
 KU4808                          SUPERSEDED SURVEY CONTROL
 KU4808
 KU4808  ELLIP H (09/01/99)   -9.34   (m)                       GP(       ) 4 1
 KU4808  NAD 83(1996)-  40 43 43.91192(N)    073 36 32.68719(W) AD(       ) 1
 KU4808  NAD 83(1992)-  40 43 43.91179(N)    073 36 32.68697(W) AD(       ) 1
 KU4808  NAD 83(1986)-  40 43 43.91238(N)    073 36 32.68821(W) AD(       ) 1
 KU4808  NGVD 29 (03/24/92)   22.4    (m)           73.     (f) GPS OBS        
 KU4808
 KU4808.Superseded values are not recommended for survey control.
 KU4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4808.See file dsdata.txt to determine how the superseded data were derived.
 KU4808
 KU4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1745809589(NAD 83)
 KU4808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4808_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4808_STAMPING: 09E12N
 KU4808_MARK LOGO: NYDPW 
 KU4808_PROJECTION: RECESSED 8 CENTIMETERS
 KU4808_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4808+STABILITY: POSITION/ELEVATION WELL
 KU4808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4808+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4808_ROD/PIPE-DEPTH: 20.6 meters
 KU4808_SLEEVE-DEPTH  : 1.52 meters
 KU4808
 KU4808  HISTORY     - Date     Condition        Report By
 KU4808  HISTORY     - 1990     MONUMENTED       SBAS
 KU4808
 KU4808                          STATION DESCRIPTION
 KU4808
 KU4808'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4808'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 38 FEET
 KU4808'(11.6 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF OAK STREET
 KU4808'AND 256 FEET (78.0 M) SOUTH OF THE CENTERLINE OF COMMERCIAL AVENUE,IN
 KU4808'THE CONCRETE SIDEWALK.
 KU4808'THE LOCATION TIES ARE 47.5 FEET (14.5 M) FROM THE CENTER OF THE
 KU4808'HYDRANT, 67.0 FEET (20.4 M) FROM THE CENTER OF THE MANHOLE AND 14.7
 KU4808'FEET (4.5 M) FROM THE SOUTH EAST CORNER OF THE TRAFFIC CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4828 ***********************************************************************
 KU4828  DESIGNATION -  09E 12N AZ
 KU4828  PID         -  KU4828
 KU4828  STATE/COUNTY-  NY/NASSAU
 KU4828  USGS QUAD   -  FREEPORT (1979)
 KU4828
 KU4828                         *CURRENT SURVEY CONTROL
 KU4828  ___________________________________________________________________
 KU4828* NAD 83(1996)-  40 43 33.39328(N)    073 36 28.47926(W)     ADJUSTED  
 KU4828* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 KU4828  ___________________________________________________________________
 KU4828  X           -   1,366,031.249 (meters)                     COMP
 KU4828  Y           -  -4,643,743.131 (meters)                     COMP
 KU4828  Z           -   4,139,399.666 (meters)                     COMP
 KU4828  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KU4828  ELLIP HEIGHT-         -10.30  (meters)          (12/03/02) GPS OBS
 KU4828  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU4828
 KU4828  HORZ ORDER  -  FIRST
 KU4828  ELLP ORDER  -  FOURTH    CLASS II
 KU4828
 KU4828.The horizontal coordinates were established by GPS observations
 KU4828.and adjusted by the National Geodetic Survey in January 1999..
 KU4828
 KU4828.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4828
 KU4828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4828
 KU4828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4828
 KU4828.The ellipsoidal height was determined by GPS observations
 KU4828.and is referenced to NAD 83.
 KU4828
 KU4828.The geoid height was determined by GEOID03.
 KU4828
 KU4828;                    North         East     Units Scale Factor Converg.
 KU4828;SPC NY L     -    62,179.394   333,124.548   MT  0.99999724   +0 15 23.3
 KU4828;SPC NY L     -   204,000.23  1,092,926.12   sFT  0.99999724   +0 15 23.3
 KU4828;UTM  18      - 4,509,266.715   617,562.162   MT  0.99977011   +0 54 30.1
 KU4828
 KU4828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4828!SPC NY L     -   1.00000162  x   0.99999724  =   0.99999886
 KU4828!UTM  18      -   1.00000162  x   0.99977011  =   0.99977173
 KU4828
 KU4828|---------------------------------------------------------------------|
 KU4828| PID    Reference Object                     Distance      Geod. Az  |
 KU4828|                                                           dddmmss.s |
 KU4828| KU4808 09E 12N                             339.076 METERS 34304     |
 KU4828|---------------------------------------------------------------------|
 KU4828
 KU4828                          SUPERSEDED SURVEY CONTROL
 KU4828
 KU4828  ELLIP H (09/01/99)  -10.30   (m)                       GP(       ) 4 1
 KU4828  NAD 83(1996)-  40 43 33.39640(N)    073 36 28.47808(W) AD(       ) 1
 KU4828  NAD 83(1992)-  40 43 33.39628(N)    073 36 28.47786(W) AD(       ) 1
 KU4828  NAD 83(1986)-  40 43 33.39685(N)    073 36 28.47907(W) AD(       ) 1
 KU4828  NGVD 29 (03/24/92)   21.5    (m)           71.     (f) GPS OBS        
 KU4828
 KU4828.Superseded values are not recommended for survey control.
 KU4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4828.See file dsdata.txt to determine how the superseded data were derived.
 KU4828
 KU4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1756209267(NAD 83)
 KU4828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4828_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4828_STAMPING: 09E12NAZ
 KU4828_MARK LOGO: NYDPW 
 KU4828_PROJECTION: RECESSED 8 CENTIMETERS
 KU4828_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4828+STABILITY: POSITION/ELEVATION WELL
 KU4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4828+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4828_ROD/PIPE-DEPTH: 20.6 meters
 KU4828_SLEEVE-DEPTH  : 1.52 meters
 KU4828
 KU4828  HISTORY     - Date     Condition        Report By
 KU4828  HISTORY     - 1990     MONUMENTED       SBAS
 KU4828
 KU4828                          STATION DESCRIPTION
 KU4828
 KU4828'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4828'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 32 FEET
 KU4828'(9.8 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF OAK STREET
 KU4828'AND 1356 FEET (413.3 M) SOUTH OF THE CENTERLINE OF COMMERCIAL
 KU4828'AVENUE,IN THE ASPHALT SIDEWALK.
 KU4828'THE LOCATION TIES ARE 44.9 FEET (13.7 M) FROM THE CENTER OF THE
 KU4828'NORTHERLY DRAIN MANHOLE, 72.6 FEET (22.1 M) FROM THE CENTER OF THE
 KU4828'SOUTHERLY DRAIN MANHOLE AND 15.8 FEET (4.8 M) FROM THE CENTER OF THE
 KU4828'SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4809 ***********************************************************************
 KU4809  DESIGNATION -  09E 13N
 KU4809  PID         -  KU4809
 KU4809  STATE/COUNTY-  NY/NASSAU
 KU4809  USGS QUAD   -  FREEPORT (1979)
 KU4809
 KU4809                         *CURRENT SURVEY CONTROL
 KU4809  ___________________________________________________________________
 KU4809* NAD 83(1996)-  40 44 38.15220(N)    073 36 44.31925(W)     ADJUSTED  
 KU4809* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 KU4809  ___________________________________________________________________
 KU4809  X           -   1,365,308.407 (meters)                     COMP
 KU4809  Y           -  -4,642,602.710 (meters)                     COMP
 KU4809  Z           -   4,140,918.078 (meters)                     COMP
 KU4809  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 KU4809  ELLIP HEIGHT-          -3.02  (meters)          (12/03/02) GPS OBS
 KU4809  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4809
 KU4809  HORZ ORDER  -  FIRST
 KU4809  ELLP ORDER  -  FOURTH    CLASS II
 KU4809
 KU4809.The horizontal coordinates were established by GPS observations
 KU4809.and adjusted by the National Geodetic Survey in January 1999..
 KU4809
 KU4809.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4809
 KU4809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4809
 KU4809.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4809
 KU4809.The ellipsoidal height was determined by GPS observations
 KU4809.and is referenced to NAD 83.
 KU4809
 KU4809.The geoid height was determined by GEOID03.
 KU4809
 KU4809;                    North         East     Units Scale Factor Converg.
 KU4809;SPC NY L     -    64,175.324   332,743.988   MT  0.99999661   +0 15 12.9
 KU4809;SPC NY L     -   210,548.54  1,091,677.57   sFT  0.99999661   +0 15 12.9
 KU4809;UTM  18      - 4,511,257.732   617,159.003   MT  0.99976895   +0 54 20.9
 KU4809
 KU4809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4809!SPC NY L     -   1.00000047  x   0.99999661  =   0.99999708
 KU4809!UTM  18      -   1.00000047  x   0.99976895  =   0.99976942
 KU4809
 KU4809|---------------------------------------------------------------------|
 KU4809| PID    Reference Object                     Distance      Geod. Az  |
 KU4809|                                                           dddmmss.s |
 KU4809| KU4829 09E 13N AZ                          133.849 METERS 34733     |
 KU4809|---------------------------------------------------------------------|
 KU4809
 KU4809                          SUPERSEDED SURVEY CONTROL
 KU4809
 KU4809  ELLIP H (09/01/99)   -3.02   (m)                       GP(       ) 4 1
 KU4809  NAD 83(1996)-  40 44 38.15530(N)    073 36 44.31808(W) AD(       ) 1
 KU4809  NAD 83(1992)-  40 44 38.15518(N)    073 36 44.31787(W) AD(       ) 1
 KU4809  NAD 83(1986)-  40 44 38.15565(N)    073 36 44.31910(W) AD(       ) 1
 KU4809  NGVD 29 (03/24/92)   28.7    (m)           94.     (f) GPS OBS        
 KU4809
 KU4809.Superseded values are not recommended for survey control.
 KU4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4809.See file dsdata.txt to determine how the superseded data were derived.
 KU4809
 KU4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1715911258(NAD 83)
 KU4809_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4809_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4809_STAMPING: 09E13N
 KU4809_MARK LOGO: NYDPW 
 KU4809_PROJECTION: RECESSED 8 CENTIMETERS
 KU4809_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4809+STABILITY: POSITION/ELEVATION WELL
 KU4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4809+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4809_ROD/PIPE-DEPTH: 20.6 meters
 KU4809_SLEEVE-DEPTH  : 1.52 meters
 KU4809
 KU4809  HISTORY     - Date     Condition        Report By
 KU4809  HISTORY     - 1990     MONUMENTED       SBAS
 KU4809
 KU4809                          STATION DESCRIPTION
 KU4809
 KU4809'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4809'THE POINT IS LOCATED IN CARLE PLACE, TOWN OF NORTH HEMPSTEAD, 18 FEET
 KU4809'(5.5 M) WEST OF THE CENTERLINE OF MARGINAL LANE AND 139 FEET
 KU4809'(42.4 M) NORTH OF THE CENTERLINE OF OLD COUNTRY ROAD,IN THE ASPHALT
 KU4809'DRAINAGE DITCH.
 KU4809'THE LOCATION TIES ARE 60.7 FEET (18.5 M) FROM THE CENTER OF THE DRAIN
 KU4809'MANHOLE, 55.0 FEET (16.8 M) FROM THE CORNER OF THE CURB AND 22.2 FEET
 KU4809'(6.8 M) FROM THE CENTER OF THE WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4829 ***********************************************************************
 KU4829  DESIGNATION -  09E 13N AZ
 KU4829  PID         -  KU4829
 KU4829  STATE/COUNTY-  NY/NASSAU
 KU4829  USGS QUAD   -  FREEPORT (1979)
 KU4829
 KU4829                         *CURRENT SURVEY CONTROL
 KU4829  ___________________________________________________________________
 KU4829* NAD 83(1996)-  40 44 42.38918(N)    073 36 45.54992(W)     ADJUSTED  
 KU4829* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 KU4829  ___________________________________________________________________
 KU4829  X           -   1,365,256.414 (meters)                     COMP
 KU4829  Y           -  -4,642,528.246 (meters)                     COMP
 KU4829  Z           -   4,141,016.406 (meters)                     COMP
 KU4829  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KU4829  ELLIP HEIGHT-          -4.08  (meters)          (12/03/02) GPS OBS
 KU4829  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4829
 KU4829  HORZ ORDER  -  FIRST
 KU4829  ELLP ORDER  -  FOURTH    CLASS II
 KU4829
 KU4829.The horizontal coordinates were established by GPS observations
 KU4829.and adjusted by the National Geodetic Survey in January 1999..
 KU4829
 KU4829.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4829
 KU4829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4829
 KU4829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4829
 KU4829.The ellipsoidal height was determined by GPS observations
 KU4829.and is referenced to NAD 83.
 KU4829
 KU4829.The geoid height was determined by GEOID03.
 KU4829
 KU4829;                    North         East     Units Scale Factor Converg.
 KU4829;SPC NY L     -    64,305.893   332,714.537   MT  0.99999657   +0 15 12.1
 KU4829;SPC NY L     -   210,976.92  1,091,580.94   sFT  0.99999657   +0 15 12.1
 KU4829;UTM  18      - 4,511,387.927   617,128.076   MT  0.99976886   +0 54 20.2
 KU4829
 KU4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4829!SPC NY L     -   1.00000064  x   0.99999657  =   0.99999721
 KU4829!UTM  18      -   1.00000064  x   0.99976886  =   0.99976950
 KU4829
 KU4829|---------------------------------------------------------------------|
 KU4829| PID    Reference Object                     Distance      Geod. Az  |
 KU4829|                                                           dddmmss.s |
 KU4829| KU4809 09E 13N                             133.849 METERS 16733     |
 KU4829|---------------------------------------------------------------------|
 KU4829
 KU4829                          SUPERSEDED SURVEY CONTROL
 KU4829
 KU4829  ELLIP H (09/01/99)   -4.08   (m)                       GP(       ) 4 1
 KU4829  NAD 83(1996)-  40 44 42.39227(N)    073 36 45.54876(W) AD(       ) 1
 KU4829  NAD 83(1992)-  40 44 42.39215(N)    073 36 45.54854(W) AD(       ) 1
 KU4829  NAD 83(1986)-  40 44 42.39262(N)    073 36 45.54977(W) AD(       ) 1
 KU4829  NGVD 29 (03/24/92)   27.6    (m)           91.     (f) GPS OBS        
 KU4829
 KU4829.Superseded values are not recommended for survey control.
 KU4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4829.See file dsdata.txt to determine how the superseded data were derived.
 KU4829
 KU4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1712811388(NAD 83)
 KU4829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4829_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4829_STAMPING: 09E13NAZ
 KU4829_MARK LOGO: NYDPW 
 KU4829_PROJECTION: RECESSED 8 CENTIMETERS
 KU4829_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4829+STABILITY: POSITION/ELEVATION WELL
 KU4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4829+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4829_ROD/PIPE-DEPTH: 20.6 meters
 KU4829_SLEEVE-DEPTH  : 1.52 meters
 KU4829
 KU4829  HISTORY     - Date     Condition        Report By
 KU4829  HISTORY     - 1990     MONUMENTED       SBAS
 KU4829
 KU4829                          STATION DESCRIPTION
 KU4829
 KU4829'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4829'THE POINT IS LOCATED IN CARLE PLACE, TOWN OF NORTH HEMPSTEAD, 9 FEET
 KU4829'(2.7 M) WEST OF THE CENTERLINE OF MARGINAL LANE AND 581 FEET
 KU4829'(177.1 M) NORTH OF THE CENTERLINE OF OLD COUNTRY ROAD,IN THE PAVED
 KU4829'ROADWAY.
 KU4829'THE LOCATION TIES ARE 23.2 FEET (7.1 M) FROM THE CENTER OF THE DRAIN
 KU4829'MANHOLE, 12.3 FEET (3.7 M) FROM THE CORNER OF THE CURB AND 62.5 FEET
 KU4829'(19.1 M) FROM THE CENTER OF THE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4810 ***********************************************************************
 KU4810  DESIGNATION -  09E 14N
 KU4810  PID         -  KU4810
 KU4810  STATE/COUNTY-  NY/NASSAU
 KU4810  USGS QUAD   -  HICKSVILLE (1979)
 KU4810
 KU4810                         *CURRENT SURVEY CONTROL
 KU4810  ___________________________________________________________________
 KU4810* NAD 83(1996)-  40 45 23.14399(N)    073 36 30.13696(W)     ADJUSTED  
 KU4810* NAVD 88     -        32.0    (meters)     105.     (feet)  VERTCON   
 KU4810  ___________________________________________________________________
 KU4810  X           -   1,365,372.750 (meters)                     COMP
 KU4810  Y           -  -4,641,642.385 (meters)                     COMP
 KU4810  Z           -   4,141,971.878 (meters)                     COMP
 KU4810  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KU4810  ELLIP HEIGHT-           0.67  (meters)          (12/03/02) GPS OBS
 KU4810  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU4810
 KU4810  HORZ ORDER  -  FIRST
 KU4810  ELLP ORDER  -  FOURTH    CLASS II
 KU4810
 KU4810.The horizontal coordinates were established by GPS observations
 KU4810.and adjusted by the National Geodetic Survey in January 1999..
 KU4810
 KU4810.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4810
 KU4810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4810
 KU4810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4810
 KU4810.The ellipsoidal height was determined by GPS observations
 KU4810.and is referenced to NAD 83.
 KU4810
 KU4810.The geoid height was determined by GEOID03.
 KU4810
 KU4810;                    North         East     Units Scale Factor Converg.
 KU4810;SPC NY L     -    65,564.646   333,070.510   MT  0.99999623   +0 15 22.2
 KU4810;SPC NY L     -   215,106.68  1,092,748.83   sFT  0.99999623   +0 15 22.2
 KU4810;UTM  18      - 4,512,650.365   617,469.617   MT  0.99976985   +0 54 31.0
 KU4810
 KU4810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4810!SPC NY L     -   0.99999989  x   0.99999623  =   0.99999612
 KU4810!UTM  18      -   0.99999989  x   0.99976985  =   0.99976974
 KU4810
 KU4810|---------------------------------------------------------------------|
 KU4810| PID    Reference Object                     Distance      Geod. Az  |
 KU4810|                                                           dddmmss.s |
 KU4810| KU4830 09E 14N AZ                          193.425 METERS 15106     |
 KU4810|---------------------------------------------------------------------|
 KU4810
 KU4810                          SUPERSEDED SURVEY CONTROL
 KU4810
 KU4810  ELLIP H (09/01/99)    0.67   (m)                       GP(       ) 4 1
 KU4810  NAD 83(1996)-  40 45 23.14705(N)    073 36 30.13582(W) AD(       ) 1
 KU4810  NAD 83(1992)-  40 45 23.14692(N)    073 36 30.13561(W) AD(       ) 1
 KU4810  NAD 83(1986)-  40 45 23.14746(N)    073 36 30.13686(W) AD(       ) 1
 KU4810  NGVD 29 (03/24/92)   32.4    (m)          106.     (f) GPS OBS        
 KU4810
 KU4810.Superseded values are not recommended for survey control.
 KU4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4810.See file dsdata.txt to determine how the superseded data were derived.
 KU4810
 KU4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1747012650(NAD 83)
 KU4810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4810_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4810_STAMPING: 09E14N
 KU4810_MARK LOGO: NYDPW 
 KU4810_PROJECTION: RECESSED 8 CENTIMETERS
 KU4810_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4810+STABILITY: POSITION/ELEVATION WELL
 KU4810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4810+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 KU4810_ROD/PIPE-DEPTH: 20.6 meters
 KU4810_SLEEVE-DEPTH  : 1.52 meters
 KU4810
 KU4810  HISTORY     - Date     Condition        Report By
 KU4810  HISTORY     - 1990     MONUMENTED       SBAS
 KU4810  HISTORY     - 19910404 GOOD
 KU4810
 KU4810                          STATION DESCRIPTION
 KU4810
 KU4810'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4810'THE POINT IS LOCATED IN CARLE PLACE, TOWN OF NORTH HEMPSTEAD, IN THE
 KU4810'NORTH WEST CORNER OF THE CARLE PLACE HIGH SCHOOL, 150 FEET (45.7 M)
 KU4810'SOUTH OF THE CENTERLINE OF SOUTHVIEW COURT AND 1000 FEET (304.8 M)
 KU4810'WEST OF THE CENTERLINE OF CHERRY LANE,IN THE GRASS NORTH EAST OF THE
 KU4810'STORAGE BUILDING.
 KU4810'THE LOCATION TIES ARE 44.4 FEET (13.5 M) FROM THE UTILITY POLE, 34.3
 KU4810'FEET (10.5 M) FROM THE NORTH EAST CORNER OF THE STORAGE BUILDING AND
 KU4810'62.8 FEET (19.1 M) FROM THE NORTH EAST CORNER OF THE CONCRETE CURB.
 KU4810
 KU4810                          STATION RECOVERY (1991)
 KU4810
 KU4810'RECOVERED 1991
 KU4810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4830 ***********************************************************************
 KU4830  DESIGNATION -  09E 14N AZ
 KU4830  PID         -  KU4830
 KU4830  STATE/COUNTY-  NY/NASSAU
 KU4830  USGS QUAD   -  HICKSVILLE (1979)
 KU4830
 KU4830                         *CURRENT SURVEY CONTROL
 KU4830  ___________________________________________________________________
 KU4830* NAD 83(1996)-  40 45 17.65405(N)    073 36 26.15275(W)     ADJUSTED  
 KU4830* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 KU4830  ___________________________________________________________________
 KU4830  X           -   1,365,493.506 (meters)                     COMP
 KU4830  Y           -  -4,641,721.724 (meters)                     COMP
 KU4830  Z           -   4,141,843.283 (meters)                     COMP
 KU4830  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KU4830  ELLIP HEIGHT-           0.19  (meters)          (12/03/02) GPS OBS
 KU4830  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU4830
 KU4830  HORZ ORDER  -  FIRST
 KU4830  ELLP ORDER  -  FOURTH    CLASS II
 KU4830
 KU4830.The horizontal coordinates were established by GPS observations
 KU4830.and adjusted by the National Geodetic Survey in January 1999..
 KU4830
 KU4830.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4830
 KU4830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4830
 KU4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4830
 KU4830.The ellipsoidal height was determined by GPS observations
 KU4830.and is referenced to NAD 83.
 KU4830
 KU4830.The geoid height was determined by GEOID03.
 KU4830
 KU4830;                    North         East     Units Scale Factor Converg.
 KU4830;SPC NY L     -    65,395.719   333,164.725   MT  0.99999627   +0 15 24.8
 KU4830;SPC NY L     -   214,552.45  1,093,057.94   sFT  0.99999627   +0 15 24.8
 KU4830;UTM  18      - 4,512,482.559   617,565.727   MT  0.99977012   +0 54 33.5
 KU4830
 KU4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4830!SPC NY L     -   0.99999997  x   0.99999627  =   0.99999624
 KU4830!UTM  18      -   0.99999997  x   0.99977012  =   0.99977009
 KU4830
 KU4830|---------------------------------------------------------------------|
 KU4830| PID    Reference Object                     Distance      Geod. Az  |
 KU4830|                                                           dddmmss.s |
 KU4830| KU4810 09E 14N                             193.425 METERS 33106     |
 KU4830|---------------------------------------------------------------------|
 KU4830
 KU4830                          SUPERSEDED SURVEY CONTROL
 KU4830
 KU4830  ELLIP H (09/01/99)    0.19   (m)                       GP(       ) 4 1
 KU4830  NAD 83(1996)-  40 45 17.65711(N)    073 36 26.15162(W) AD(       ) 1
 KU4830  NAD 83(1992)-  40 45 17.65698(N)    073 36 26.15139(W) AD(       ) 1
 KU4830  NAD 83(1986)-  40 45 17.65750(N)    073 36 26.15275(W) AD(       ) 1
 KU4830  NGVD 29 (03/24/92)   31.9    (m)          105.     (f) GPS OBS        
 KU4830
 KU4830.Superseded values are not recommended for survey control.
 KU4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4830.See file dsdata.txt to determine how the superseded data were derived.
 KU4830
 KU4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1756612483(NAD 83)
 KU4830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4830_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4830_STAMPING: 09E14NAZ
 KU4830_MARK LOGO: NYDPW 
 KU4830_PROJECTION: RECESSED 8 CENTIMETERS
 KU4830_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4830+STABILITY: POSITION/ELEVATION WELL
 KU4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4830+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 KU4830_ROD/PIPE-DEPTH: 20.6 meters
 KU4830_SLEEVE-DEPTH  : 1.52 meters
 KU4830
 KU4830  HISTORY     - Date     Condition        Report By
 KU4830  HISTORY     - 1990     MONUMENTED       SBAS
 KU4830  HISTORY     - 19910404 GOOD
 KU4830
 KU4830                          STATION DESCRIPTION
 KU4830
 KU4830'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4830'THE POINT IS LOCATED IN CARLE PLACE, TOWN OF NORTH HEMPSTEAD, SOUTH
 KU4830'EAST OF THE CARLE PLACE HIGH SCHOOL RUNNING TRACK, 650 FEET
 KU4830'(198.1 M) SOUTH OF SOUTHVIEW COURT AND 600 FEET (182.9 M) WEST OF
 KU4830'CHERRY LANE,IN THE GRASS WEST OF THE SCHOOL BUILDING. THE LOCATION
 KU4830'TIES ARE 135.2 FEET (41.2 M) FROM THE SOUTH WEST CORNER OF THE
 KU4830'CONCRETE SLAB, 50.2 FEET (15.3 M) FROM THE SOUTH WEST CORNER OF THE
 KU4830'BUILDING AND 71.0 FEET (21.6 M) FROM THE 6 FOOT (1.8 M) CHAIN LINK
 KU4830'FENCE.
 KU4830
 KU4830                          STATION RECOVERY (1991)
 KU4830
 KU4830'RECOVERED 1991
 KU4830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4811 ***********************************************************************
 KU4811  DESIGNATION -  09E 15N
 KU4811  PID         -  KU4811
 KU4811  STATE/COUNTY-  NY/NASSAU
 KU4811  USGS QUAD   -  HICKSVILLE (1979)
 KU4811
 KU4811                         *CURRENT SURVEY CONTROL
 KU4811  ___________________________________________________________________
 KU4811* NAD 83(1996)-  40 46 03.85660(N)    073 36 50.71150(W)     ADJUSTED  
 KU4811* NAVD 88     -        42.1    (meters)     138.     (feet)  VERTCON   
 KU4811  ___________________________________________________________________
 KU4811  X           -   1,364,680.579 (meters)                     COMP
 KU4811  Y           -  -4,640,999.199 (meters)                     COMP
 KU4811  Z           -   4,142,929.679 (meters)                     COMP
 KU4811  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KU4811  ELLIP HEIGHT-          10.74  (meters)          (12/03/02) GPS OBS
 KU4811  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4811
 KU4811  HORZ ORDER  -  FIRST
 KU4811  ELLP ORDER  -  FOURTH    CLASS II
 KU4811
 KU4811.The horizontal coordinates were established by GPS observations
 KU4811.and adjusted by the National Geodetic Survey in January 1999..
 KU4811
 KU4811.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4811
 KU4811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4811
 KU4811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4811
 KU4811.The ellipsoidal height was determined by GPS observations
 KU4811.and is referenced to NAD 83.
 KU4811
 KU4811.The geoid height was determined by GEOID03.
 KU4811
 KU4811;                    North         East     Units Scale Factor Converg.
 KU4811;SPC NY L     -    66,818.350   332,582.373   MT  0.99999593   +0 15 08.7
 KU4811;SPC NY L     -   219,219.87  1,091,147.34   sFT  0.99999593   +0 15 08.7
 KU4811;UTM  18      - 4,513,898.145   616,967.346   MT  0.99976840   +0 54 18.3
 KU4811
 KU4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4811!SPC NY L     -   0.99999832  x   0.99999593  =   0.99999425
 KU4811!UTM  18      -   0.99999832  x   0.99976840  =   0.99976672
 KU4811
 KU4811|---------------------------------------------------------------------|
 KU4811| PID    Reference Object                     Distance      Geod. Az  |
 KU4811|                                                           dddmmss.s |
 KU4811| KU4831 09E 15N AZ                          138.654 METERS 00205     |
 KU4811|---------------------------------------------------------------------|
 KU4811
 KU4811                          SUPERSEDED SURVEY CONTROL
 KU4811
 KU4811  ELLIP H (09/01/99)   10.75   (m)                       GP(       ) 4 1
 KU4811  NAD 83(1996)-  40 46 03.85967(N)    073 36 50.71034(W) AD(       ) 1
 KU4811  NAD 83(1992)-  40 46 03.85954(N)    073 36 50.71011(W) AD(       ) 1
 KU4811  NAD 83(1986)-  40 46 03.86008(N)    073 36 50.71135(W) AD(       ) 1
 KU4811  NGVD 29 (03/24/92)   42.4    (m)          139.     (f) GPS OBS        
 KU4811
 KU4811.Superseded values are not recommended for survey control.
 KU4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4811.See file dsdata.txt to determine how the superseded data were derived.
 KU4811
 KU4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1696713898(NAD 83)
 KU4811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4811_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4811_STAMPING: 09E15N
 KU4811_MARK LOGO: NYDPW 
 KU4811_PROJECTION: RECESSED 8 CENTIMETERS
 KU4811_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4811+STABILITY: POSITION/ELEVATION WELL
 KU4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4811+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 KU4811_ROD/PIPE-DEPTH: 20.6 meters
 KU4811_SLEEVE-DEPTH  : 1.52 meters
 KU4811
 KU4811  HISTORY     - Date     Condition        Report By
 KU4811  HISTORY     - 1989     MONUMENTED       SBAS
 KU4811  HISTORY     - 19901019 GOOD
 KU4811
 KU4811                          STATION DESCRIPTION
 KU4811
 KU4811'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4811'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF NORTH HEMPSTEAD, ON THE
 KU4811'EXTENDED CENTERLINE OF WINDSOR DRIVE AND 1886 FEET (574.9 M) SOUTH OF
 KU4811'THE CENTERLINE OF I.U. WILLETS ROAD,IN THE GRASS BEHIND THE CURB AND
 KU4811'EAST OF THE RECHARGE BASIN.
 KU4811'THE LOCATION TIES ARE 22.0 FEET (6.7 M) FROM THE HYDRANT, 24.3 FEET
 KU4811'(7.4 M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN AND 57.7 FEET
 KU4811'(17.6 M) FROM THE CENTER OF THE MANHOLE IN THE CENTER OF THE
 KU4811'CUL-DE-SAC.
 KU4811
 KU4811                          STATION RECOVERY (1990)
 KU4811
 KU4811'RECOVERED 1990
 KU4811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4831 ***********************************************************************
 KU4831  DESIGNATION -  09E 15N AZ
 KU4831  PID         -  KU4831
 KU4831  STATE/COUNTY-  NY/NASSAU
 KU4831  USGS QUAD   -  HICKSVILLE (1979)
 KU4831
 KU4831                         *CURRENT SURVEY CONTROL
 KU4831  ___________________________________________________________________
 KU4831* NAD 83(1996)-  40 46 08.34850(N)    073 36 50.49602(W)     ADJUSTED  
 KU4831* NAVD 88     -        44.6    (meters)     146.     (feet)  VERTCON   
 KU4831  ___________________________________________________________________
 KU4831  X           -   1,364,660.448 (meters)                     COMP
 KU4831  Y           -  -4,640,912.827 (meters)                     COMP
 KU4831  Z           -   4,143,036.291 (meters)                     COMP
 KU4831  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KU4831  ELLIP HEIGHT-          13.30  (meters)          (12/03/02) GPS OBS
 KU4831  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4831
 KU4831  HORZ ORDER  -  FIRST
 KU4831  ELLP ORDER  -  FOURTH    CLASS II
 KU4831
 KU4831.The horizontal coordinates were established by GPS observations
 KU4831.and adjusted by the National Geodetic Survey in January 1999..
 KU4831
 KU4831.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4831
 KU4831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4831
 KU4831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4831
 KU4831.The ellipsoidal height was determined by GPS observations
 KU4831.and is referenced to NAD 83.
 KU4831
 KU4831.The geoid height was determined by GEOID03.
 KU4831
 KU4831;                    North         East     Units Scale Factor Converg.
 KU4831;SPC NY L     -    66,956.932   332,586.816   MT  0.99999590   +0 15 08.8
 KU4831;SPC NY L     -   219,674.53  1,091,161.91   sFT  0.99999590   +0 15 08.8
 KU4831;UTM  18      - 4,514,036.738   616,970.210   MT  0.99976840   +0 54 18.6
 KU4831
 KU4831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4831!SPC NY L     -   0.99999791  x   0.99999590  =   0.99999381
 KU4831!UTM  18      -   0.99999791  x   0.99976840  =   0.99976631
 KU4831
 KU4831|---------------------------------------------------------------------|
 KU4831| PID    Reference Object                     Distance      Geod. Az  |
 KU4831|                                                           dddmmss.s |
 KU4831| KU4811 09E 15N                             138.654 METERS 18205     |
 KU4831|---------------------------------------------------------------------|
 KU4831
 KU4831                          SUPERSEDED SURVEY CONTROL
 KU4831
 KU4831  ELLIP H (09/01/99)   13.30   (m)                       GP(       ) 4 1
 KU4831  NAD 83(1996)-  40 46 08.35156(N)    073 36 50.49488(W) AD(       ) 1
 KU4831  NAD 83(1992)-  40 46 08.35143(N)    073 36 50.49466(W) AD(       ) 1
 KU4831  NAD 83(1986)-  40 46 08.35195(N)    073 36 50.49592(W) AD(       ) 1
 KU4831  NGVD 29 (03/24/92)   44.9    (m)          147.     (f) GPS OBS        
 KU4831
 KU4831.Superseded values are not recommended for survey control.
 KU4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4831.See file dsdata.txt to determine how the superseded data were derived.
 KU4831
 KU4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1697014037(NAD 83)
 KU4831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4831_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4831_STAMPING: 09E15NAZ
 KU4831_MARK LOGO: NYDPW 
 KU4831_PROJECTION: RECESSED 8 CENTIMETERS
 KU4831_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4831+STABILITY: POSITION/ELEVATION WELL
 KU4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4831+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1991
 KU4831_ROD/PIPE-DEPTH: 20.6 meters
 KU4831_SLEEVE-DEPTH  : 1.52 meters
 KU4831
 KU4831  HISTORY     - Date     Condition        Report By
 KU4831  HISTORY     - 1989     MONUMENTED       SBAS
 KU4831  HISTORY     - 19910107 GOOD
 KU4831
 KU4831                          STATION DESCRIPTION
 KU4831
 KU4831'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4831'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF NORTH HEMPSTEAD, 1435
 KU4831'FEET (437.4 M) SOUTH OF THE CENTERLINE OF I.U.WILLETS ROAD AND 15
 KU4831'FEET (4.6 M) EAST OF THE CENTERLINE OF WINDSOR DRIVE,IN THE GRASS
 KU4831'ADJACENT TO THE CURB.
 KU4831'THE LOCATION TIES ARE 36.9 FEET (11.2 M) FROM THE HYDRANT, 48.2 FEET
 KU4831'(14.7 M) FROM THE CENTER OF THE MANHOLE AND 47.8 FEET (14.6 M) FROM
 KU4831'THE CENTER OF THE CABLE TELEVISION BOX.
 KU4831
 KU4831                          STATION RECOVERY (1991)
 KU4831
 KU4831'RECOVERED 1991
 KU4831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4812 ***********************************************************************
 KU4812  DESIGNATION -  09E 16N
 KU4812  PID         -  KU4812
 KU4812  STATE/COUNTY-  NY/NASSAU
 KU4812  USGS QUAD   -  HICKSVILLE (1979)
 KU4812
 KU4812                         *CURRENT SURVEY CONTROL
 KU4812  ___________________________________________________________________
 KU4812* NAD 83(1996)-  40 47 14.03201(N)    073 36 16.64068(W)     ADJUSTED  
 KU4812* NAVD 88     -        48.4    (meters)     159.     (feet)  VERTCON   
 KU4812  ___________________________________________________________________
 KU4812  X           -   1,365,049.456 (meters)                     COMP
 KU4812  Y           -  -4,639,422.033 (meters)                     COMP
 KU4812  Z           -   4,144,573.092 (meters)                     COMP
 KU4812  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KU4812  ELLIP HEIGHT-          17.14  (meters)          (12/03/02) GPS OBS
 KU4812  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4812
 KU4812  HORZ ORDER  -  FIRST
 KU4812  ELLP ORDER  -  FOURTH    CLASS II
 KU4812
 KU4812.The horizontal coordinates were established by GPS observations
 KU4812.and adjusted by the National Geodetic Survey in January 1999..
 KU4812
 KU4812.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4812
 KU4812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4812
 KU4812.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4812
 KU4812.The ellipsoidal height was determined by GPS observations
 KU4812.and is referenced to NAD 83.
 KU4812
 KU4812.The geoid height was determined by GEOID03.
 KU4812
 KU4812;                    North         East     Units Scale Factor Converg.
 KU4812;SPC NY L     -    68,986.591   333,371.645   MT  0.99999550   +0 15 31.0
 KU4812;SPC NY L     -   226,333.51  1,093,736.81   sFT  0.99999550   +0 15 31.0
 KU4812;UTM  18      - 4,516,074.746   617,731.689   MT  0.99977060   +0 54 41.9
 KU4812
 KU4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4812!SPC NY L     -   0.99999731  x   0.99999550  =   0.99999281
 KU4812!UTM  18      -   0.99999731  x   0.99977060  =   0.99976791
 KU4812
 KU4812|---------------------------------------------------------------------|
 KU4812| PID    Reference Object                     Distance      Geod. Az  |
 KU4812|                                                           dddmmss.s |
 KU4812| KU4544 09E 16N AZ                          197.066 METERS 33921     |
 KU4812|---------------------------------------------------------------------|
 KU4812
 KU4812                          SUPERSEDED SURVEY CONTROL
 KU4812
 KU4812  ELLIP H (09/01/99)   17.15   (m)                       GP(       ) 4 1
 KU4812  NAD 83(1996)-  40 47 14.03504(N)    073 36 16.63959(W) AD(       ) 1
 KU4812  NAD 83(1992)-  40 47 14.03491(N)    073 36 16.63936(W) AD(       ) 1
 KU4812  NAD 83(1986)-  40 47 14.03536(N)    073 36 16.64078(W) AD(       ) 1
 KU4812  NGVD 29 (03/24/92)   48.7    (m)          160.     (f) GPS OBS        
 KU4812
 KU4812.Superseded values are not recommended for survey control.
 KU4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4812.See file dsdata.txt to determine how the superseded data were derived.
 KU4812
 KU4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1773216075(NAD 83)
 KU4812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4812_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4812_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4812_STAMPING: 09E16N
 KU4812_MARK LOGO: NYDPW 
 KU4812_PROJECTION: RECESSED 8 CENTIMETERS
 KU4812_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4812+STABILITY: POSITION/ELEVATION WELL
 KU4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4812+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1990
 KU4812_ROD/PIPE-DEPTH: 20.6 meters
 KU4812_SLEEVE-DEPTH  : 1.52 meters
 KU4812
 KU4812  HISTORY     - Date     Condition        Report By
 KU4812  HISTORY     - 1989     MONUMENTED       SBAS
 KU4812  HISTORY     - 19901214 GOOD
 KU4812
 KU4812                          STATION DESCRIPTION
 KU4812
 KU4812'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4812'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF NORTH HEMPSTEAD, 385
 KU4812'FEET (117.3 M) NORTH OF THE CENTERLINE OF WHEATLEY ROAD AND 9 FEET
 KU4812'(2.7 M) EAST OF THE CENTERLINE OF TRUSSDALE DRIVE,IN THE PAVED
 KU4812'ROADWAY.
 KU4812'THE LOCATION TIES ARE 24.9 FEET (7.6 M) FROM THE CATCH BASIN, 36.0
 KU4812'FEET (11.0 M) FROM THE MANHOLE AND 62.3 FEET (19.0 M) FROM THE
 KU4812'HYDRANT.
 KU4812
 KU4812                          STATION RECOVERY (1990)
 KU4812
 KU4812'RECOVERED 1990
 KU4812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4544 ***********************************************************************
 KU4544  DESIGNATION -  09E 16N AZ
 KU4544  PID         -  KU4544
 KU4544  STATE/COUNTY-  NY/NASSAU
 KU4544  USGS QUAD   -  HICKSVILLE (1979)
 KU4544
 KU4544                         *CURRENT SURVEY CONTROL
 KU4544  ___________________________________________________________________
 KU4544* NAD 83(1996)-  40 47 20.01034(N)    073 36 19.60382(W)     ADJUSTED  
 KU4544* NAVD 88     -        47.857  (meters)     157.01   (feet)  ADJUSTED  
 KU4544  ___________________________________________________________________
 KU4544  X           -   1,364,948.700 (meters)                     COMP
 KU4544  Y           -  -4,639,325.714 (meters)                     COMP
 KU4544  Z           -   4,144,712.398 (meters)                     COMP
 KU4544  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KU4544  ELLIP HEIGHT-          16.65  (meters)          (12/03/02) GPS OBS
 KU4544  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4544  DYNAMIC HT  -          47.838 (meters)     156.95  (feet)  COMP
 KU4544  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 KU4544
 KU4544  HORZ ORDER  -  FIRST
 KU4544  VERT ORDER  -  THIRD
 KU4544  ELLP ORDER  -  FOURTH    CLASS II
 KU4544
 KU4544.The horizontal coordinates were established by GPS observations
 KU4544.and adjusted by the National Geodetic Survey in January 1999..
 KU4544
 KU4544.The orthometric height was determined by differential leveling
 KU4544.and adjusted by the National Geodetic Survey in August 1995..
 KU4544
 KU4544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4544
 KU4544.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4544
 KU4544.The ellipsoidal height was determined by GPS observations
 KU4544.and is referenced to NAD 83.
 KU4544
 KU4544.The geoid height was determined by GEOID03.
 KU4544
 KU4544.The dynamic height is computed by dividing the NAVD 88
 KU4544.geopotential number by the normal gravity value computed on the
 KU4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4544.degrees latitude (g = 980.6199 gals.).
 KU4544
 KU4544.The modeled gravity was interpolated from observed gravity values.
 KU4544
 KU4544;                    North         East     Units Scale Factor Converg.
 KU4544;SPC NY L     -    69,170.690   333,301.342   MT  0.99999547   +0 15 29.1
 KU4544;SPC NY L     -   226,937.51  1,093,506.15   sFT  0.99999547   +0 15 29.1
 KU4544;UTM  18      - 4,516,257.990   617,659.309   MT  0.99977039   +0 54 40.1
 KU4544
 KU4544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4544!SPC NY L     -   0.99999739  x   0.99999547  =   0.99999286
 KU4544!UTM  18      -   0.99999739  x   0.99977039  =   0.99976778
 KU4544
 KU4544|---------------------------------------------------------------------|
 KU4544| PID    Reference Object                     Distance      Geod. Az  |
 KU4544|                                                           dddmmss.s |
 KU4544| KU4812 09E 16N                             197.066 METERS 15921     |
 KU4544|---------------------------------------------------------------------|
 KU4544
 KU4544                          SUPERSEDED SURVEY CONTROL
 KU4544
 KU4544  ELLIP H (09/01/99)   16.65   (m)                       GP(       ) 4 1
 KU4544  NAD 83(1996)-  40 47 20.01337(N)    073 36 19.60271(W) AD(       ) 1
 KU4544  NAD 83(1992)-  40 47 20.01324(N)    073 36 19.60250(W) AD(       ) 1
 KU4544  NAD 83(1986)-  40 47 20.01376(N)    073 36 19.60379(W) AD(       ) 1
 KU4544  NGVD 29 (03/24/92)   48.21   (m)          158.2    (f) LEVELING    3  
 KU4544
 KU4544.Superseded values are not recommended for survey control.
 KU4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4544.See file dsdata.txt to determine how the superseded data were derived.
 KU4544
 KU4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1765916258(NAD 83)
 KU4544_MARKER: DD = SURVEY DISK
 KU4544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4544_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4544_STAMPING: 09E16NAZ
 KU4544_MARK LOGO: NY-059
 KU4544_PROJECTION: RECESSED 8 CENTIMETERS
 KU4544_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4544+STABILITY: POSITION/ELEVATION WELL
 KU4544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4544+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1990
 KU4544_ROD/PIPE-DEPTH: 5.76 meters
 KU4544_SLEEVE-DEPTH  : 1.52 meters
 KU4544
 KU4544  HISTORY     - Date     Condition        Report By
 KU4544  HISTORY     - 1989     MONUMENTED       SBAS
 KU4544  HISTORY     - 19901217 GOOD
 KU4544
 KU4544                          STATION DESCRIPTION
 KU4544
 KU4544'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4544'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF NORTH HEMPSTEAD, 6 FEET
 KU4544'(1.8 M) EAST OF THE CENTERLINE OF TRUSSDALE DRIVE AND 1035 FEET
 KU4544'(315.5 M) NORTH OF THE CENTERLINE OF WHEATLEY ROAD,IN THE PAVED
 KU4544'ROADWAY.  THE LOCATION TIES ARE 86.0 FEET (26.2 M) FROM THE SOUTH
 KU4544'WEST CORNER OF THE CATCH BASIN ON THE EAST SIDE OF THE ROAD, 5.2 FEET
 KU4544'(1.6 M) FROM THE NORTHERLY MANHOLE AND 86.7 FEET (26.4 M) FROM THE
 KU4544'SOUTHERLY MANHOLE.
 KU4544
 KU4544                          STATION RECOVERY (1990)
 KU4544
 KU4544'RECOVERED 1990
 KU4544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4813 ***********************************************************************
 KU4813  DESIGNATION -  09E 17N
 KU4813  PID         -  KU4813
 KU4813  STATE/COUNTY-  NY/NASSAU
 KU4813  USGS QUAD   -  HICKSVILLE (1979)
 KU4813
 KU4813                         *CURRENT SURVEY CONTROL
 KU4813  ___________________________________________________________________
 KU4813* NAD 83(1996)-  40 48 16.99124(N)    073 36 46.87754(W)     ADJUSTED  
 KU4813* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 KU4813  ___________________________________________________________________
 KU4813  X           -   1,364,014.963 (meters)                     COMP
 KU4813  Y           -  -4,638,417.018 (meters)                     COMP
 KU4813  Z           -   4,146,054.428 (meters)                     COMP
 KU4813  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU4813  ELLIP HEIGHT-          34.08  (meters)          (12/03/02) GPS OBS
 KU4813  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4813
 KU4813  HORZ ORDER  -  FIRST
 KU4813  ELLP ORDER  -  FOURTH    CLASS II
 KU4813
 KU4813.The horizontal coordinates were established by GPS observations
 KU4813.and adjusted by the National Geodetic Survey in January 1999..
 KU4813
 KU4813.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4813
 KU4813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4813
 KU4813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4813
 KU4813.The ellipsoidal height was determined by GPS observations
 KU4813.and is referenced to NAD 83.
 KU4813
 KU4813.The geoid height was determined by GEOID03.
 KU4813
 KU4813;                    North         East     Units Scale Factor Converg.
 KU4813;SPC NY L     -    70,925.514   332,654.146   MT  0.99999521   +0 15 11.2
 KU4813;SPC NY L     -   232,694.79  1,091,382.81   sFT  0.99999521   +0 15 11.2
 KU4813;UTM  18      - 4,518,004.927   616,992.300   MT  0.99976847   +0 54 23.3
 KU4813
 KU4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4813!SPC NY L     -   0.99999465  x   0.99999521  =   0.99998986
 KU4813!UTM  18      -   0.99999465  x   0.99976847  =   0.99976313
 KU4813
 KU4813|---------------------------------------------------------------------|
 KU4813| PID    Reference Object                     Distance      Geod. Az  |
 KU4813|                                                           dddmmss.s |
 KU4813| KU4832 09E 17N AZ                          115.594 METERS 27107     |
 KU4813|---------------------------------------------------------------------|
 KU4813
 KU4813                          SUPERSEDED SURVEY CONTROL
 KU4813
 KU4813  ELLIP H (09/01/99)   34.09   (m)                       GP(       ) 4 1
 KU4813  NAD 83(1996)-  40 48 16.99422(N)    073 36 46.87645(W) AD(       ) 1
 KU4813  NAD 83(1992)-  40 48 16.99409(N)    073 36 46.87622(W) AD(       ) 1
 KU4813  NAD 83(1986)-  40 48 16.99466(N)    073 36 46.87765(W) AD(       ) 1
 KU4813  NGVD 29 (03/24/92)   65.6    (m)          215.     (f) GPS OBS        
 KU4813
 KU4813.Superseded values are not recommended for survey control.
 KU4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4813.See file dsdata.txt to determine how the superseded data were derived.
 KU4813
 KU4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1699218005(NAD 83)
 KU4813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4813_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4813_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4813_STAMPING: 09E17N
 KU4813_MARK LOGO: NYDPW 
 KU4813_PROJECTION: RECESSED 8 CENTIMETERS
 KU4813_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4813+STABILITY: POSITION/ELEVATION WELL
 KU4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4813+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 KU4813_ROD/PIPE-DEPTH: 20.6 meters
 KU4813_SLEEVE-DEPTH  : 1.52 meters
 KU4813
 KU4813  HISTORY     - Date     Condition        Report By
 KU4813  HISTORY     - 1989     MONUMENTED       SBAS
 KU4813  HISTORY     - 19910415 GOOD
 KU4813
 KU4813                          STATION DESCRIPTION
 KU4813
 KU4813'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4813'THE POINT IS LOCATED IN EAST HILLS,TOWN OF NORTH HEMPSTEAD,113 FEET
 KU4813'WEST OF THE CENTERLINE OF GEORGIAN COURT AND 10 FEET (3.0 M) SOUTH OF
 KU4813'THE CENTERLINE OF TARA DRIVE,IN THE PAVED ROADWAY.
 KU4813'THE LOCATION TIES ARE 208.2 FEET (63.5 M) FROM THE WESTERLY
 KU4813'HYDRANT,24.O FEET FROM THE WATER METER OF HOUSE NUMBER 125 AND 141.8
 KU4813'FEET (43.2 M) FROM THE EASTERLY HYDRANT.
 KU4813
 KU4813                          STATION RECOVERY (1991)
 KU4813
 KU4813'RECOVERED 1991
 KU4813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4832 ***********************************************************************
 KU4832  DESIGNATION -  09E 17N AZ
 KU4832  PID         -  KU4832
 KU4832  STATE/COUNTY-  NY/NASSAU
 KU4832  USGS QUAD   -  HICKSVILLE (1979)
 KU4832
 KU4832                         *CURRENT SURVEY CONTROL
 KU4832  ___________________________________________________________________
 KU4832* NAD 83(1996)-  40 48 17.06377(N)    073 36 51.80814(W)     ADJUSTED  
 KU4832* NAVD 88     -        58.5    (meters)     192.     (feet)  VERTCON   
 KU4832  ___________________________________________________________________
 KU4832  X           -   1,363,902.225 (meters)                     COMP
 KU4832  Y           -  -4,638,443.296 (meters)                     COMP
 KU4832  Z           -   4,146,051.691 (meters)                     COMP
 KU4832  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KU4832  ELLIP HEIGHT-          27.30  (meters)          (12/03/02) GPS OBS
 KU4832  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4832
 KU4832  HORZ ORDER  -  FIRST
 KU4832  ELLP ORDER  -  FOURTH    CLASS II
 KU4832
 KU4832.The horizontal coordinates were established by GPS observations
 KU4832.and adjusted by the National Geodetic Survey in January 1999..
 KU4832
 KU4832.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4832
 KU4832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4832
 KU4832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4832
 KU4832.The ellipsoidal height was determined by GPS observations
 KU4832.and is referenced to NAD 83.
 KU4832
 KU4832.The geoid height was determined by GEOID03.
 KU4832
 KU4832;                    North         East     Units Scale Factor Converg.
 KU4832;SPC NY L     -    70,927.242   332,538.566   MT  0.99999521   +0 15 08.0
 KU4832;SPC NY L     -   232,700.46  1,091,003.61   sFT  0.99999521   +0 15 08.0
 KU4832;UTM  18      - 4,518,005.337   616,876.734   MT  0.99976813   +0 54 20.1
 KU4832
 KU4832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4832!SPC NY L     -   0.99999572  x   0.99999521  =   0.99999093
 KU4832!UTM  18      -   0.99999572  x   0.99976813  =   0.99976385
 KU4832
 KU4832|---------------------------------------------------------------------|
 KU4832| PID    Reference Object                     Distance      Geod. Az  |
 KU4832|                                                           dddmmss.s |
 KU4832| KU4813 09E 17N                             115.594 METERS 09107     |
 KU4832|---------------------------------------------------------------------|
 KU4832
 KU4832                          SUPERSEDED SURVEY CONTROL
 KU4832
 KU4832  ELLIP H (09/01/99)   27.30   (m)                       GP(       ) 4 1
 KU4832  NAD 83(1996)-  40 48 17.06675(N)    073 36 51.80705(W) AD(       ) 1
 KU4832  NAD 83(1992)-  40 48 17.06662(N)    073 36 51.80683(W) AD(       ) 1
 KU4832  NAD 83(1986)-  40 48 17.06720(N)    073 36 51.80823(W) AD(       ) 1
 KU4832  NGVD 29 (03/24/92)   58.8    (m)          193.     (f) GPS OBS        
 KU4832
 KU4832.Superseded values are not recommended for survey control.
 KU4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4832.See file dsdata.txt to determine how the superseded data were derived.
 KU4832
 KU4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1687718005(NAD 83)
 KU4832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4832_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4832_STAMPING: 09E17NAZ
 KU4832_MARK LOGO: NYDPW 
 KU4832_PROJECTION: RECESSED 8 CENTIMETERS
 KU4832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4832+STABILITY: POSITION/ELEVATION WELL
 KU4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4832+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 KU4832_ROD/PIPE-DEPTH: 20.6 meters
 KU4832_SLEEVE-DEPTH  : 1.52 meters
 KU4832
 KU4832  HISTORY     - Date     Condition        Report By
 KU4832  HISTORY     - 1989     MONUMENTED       SBAS
 KU4832  HISTORY     - 19910111 GOOD
 KU4832
 KU4832                          STATION DESCRIPTION
 KU4832
 KU4832'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4832'THE POINT IS LOCATED IN EAST HILLS, TOWN OF NORTH HEMPSTEAD, 7 FEET
 KU4832'(2.1 M) EAST OF THE CENTERLINE OF FINCH DRIVE AND 4 FEET (1.2 M)
 KU4832'NORTH OF THE CENTERLINE OF TARA DRIVE,IN THE PAVED ROADWAY.
 KU4832'THE LOCATIONS TIES ARE 58.7 FEET (17.9 M) FROM THE CENTER OF THE
 KU4832'EASTERLY DRAIN MANHOLE, 23.9 FEET (7.3 M) FROM THE CENTER OF THE
 KU4832'LEAST WESTERLY MANHOLE AND 61.0 FEET (18.6 M) FROM THE CENTER OF THE
 KU4832'MOST WESTERLY MANHOLE.
 KU4832
 KU4832                          STATION RECOVERY (1991)
 KU4832
 KU4832'RECOVERED 1991
 KU4832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4814 ***********************************************************************
 KU4814  DESIGNATION -  09E 18N
 KU4814  PID         -  KU4814
 KU4814  STATE/COUNTY-  NY/NASSAU
 KU4814  USGS QUAD   -  HICKSVILLE (1979)
 KU4814
 KU4814                         *CURRENT SURVEY CONTROL
 KU4814  ___________________________________________________________________
 KU4814* NAD 83(1996)-  40 48 43.90848(N)    073 36 53.78236(W)     ADJUSTED  
 KU4814* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 KU4814  ___________________________________________________________________
 KU4814  X           -   1,363,700.400 (meters)                     COMP
 KU4814  Y           -  -4,637,920.938 (meters)                     COMP
 KU4814  Z           -   4,146,663.883 (meters)                     COMP
 KU4814  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KU4814  ELLIP HEIGHT-           4.98  (meters)          (12/03/02) GPS OBS
 KU4814  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4814
 KU4814  HORZ ORDER  -  FIRST
 KU4814  ELLP ORDER  -  FOURTH    CLASS II
 KU4814
 KU4814.The horizontal coordinates were established by GPS observations
 KU4814.and adjusted by the National Geodetic Survey in January 1999..
 KU4814
 KU4814.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4814
 KU4814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4814
 KU4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4814
 KU4814.The ellipsoidal height was determined by GPS observations
 KU4814.and is referenced to NAD 83.
 KU4814
 KU4814.The geoid height was determined by GEOID03.
 KU4814
 KU4814;                    North         East     Units Scale Factor Converg.
 KU4814;SPC NY L     -    71,755.112   332,488.652   MT  0.99999512   +0 15 06.7
 KU4814;SPC NY L     -   235,416.56  1,090,839.85   sFT  0.99999512   +0 15 06.7
 KU4814;UTM  18      - 4,518,832.397   616,817.395   MT  0.99976796   +0 54 19.3
 KU4814
 KU4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4814!SPC NY L     -   0.99999922  x   0.99999512  =   0.99999434
 KU4814!UTM  18      -   0.99999922  x   0.99976796  =   0.99976718
 KU4814
 KU4814|---------------------------------------------------------------------|
 KU4814| PID    Reference Object                     Distance      Geod. Az  |
 KU4814|                                                           dddmmss.s |
 KU4814| KU4833 09E 18N AZ                          345.841 METERS 14235     |
 KU4814|---------------------------------------------------------------------|
 KU4814
 KU4814                          SUPERSEDED SURVEY CONTROL
 KU4814
 KU4814  ELLIP H (09/01/99)    4.99   (m)                       GP(       ) 4 1
 KU4814  NAD 83(1996)-  40 48 43.91146(N)    073 36 53.78128(W) AD(       ) 1
 KU4814  NAD 83(1992)-  40 48 43.91133(N)    073 36 53.78106(W) AD(       ) 1
 KU4814  NAD 83(1986)-  40 48 43.91191(N)    073 36 53.78253(W) AD(       ) 1
 KU4814  NGVD 29 (03/24/92)   36.5    (m)          120.     (f) GPS OBS        
 KU4814
 KU4814.Superseded values are not recommended for survey control.
 KU4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4814.See file dsdata.txt to determine how the superseded data were derived.
 KU4814
 KU4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1681718832(NAD 83)
 KU4814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4814_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4814_STAMPING: 09E18N
 KU4814_MARK LOGO: NYDPW 
 KU4814_PROJECTION: RECESSED 8 CENTIMETERS
 KU4814_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4814+STABILITY: POSITION/ELEVATION WELL
 KU4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4814+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 KU4814_ROD/PIPE-DEPTH: 14.9 meters
 KU4814_SLEEVE-DEPTH  : 1.52 meters
 KU4814
 KU4814  HISTORY     - Date     Condition        Report By
 KU4814  HISTORY     - 1989     MONUMENTED       SBAS
 KU4814  HISTORY     - 19910111 GOOD
 KU4814
 KU4814                          STATION DESCRIPTION
 KU4814
 KU4814'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4814'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 330 FEET
 KU4814'(100.6 M) SOUTH OF THE CENTERLINE OF NORTHERN BOULEVARD AND 16 FEET
 KU4814'(4.9 M) WEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO DESEVERSKY
 KU4814'CONFERENCE CENTER,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4814'THE LOCATION TIES ARE 156.8 FEET (47.8 M) FROM THE WESTERLY CATCH
 KU4814'BASIN, 181.7 FEET (55.4 M) FROM THE CENTER CATCH BASIN AND 182.6 FEET
 KU4814'(55.7 M) FROM THE EASTERLY CATCH BASIN.
 KU4814
 KU4814                          STATION RECOVERY (1991)
 KU4814
 KU4814'RECOVERED 1991
 KU4814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4833 ***********************************************************************
 KU4833  DESIGNATION -  09E 18N AZ
 KU4833  PID         -  KU4833
 KU4833  STATE/COUNTY-  NY/NASSAU
 KU4833  USGS QUAD   -  HICKSVILLE (1979)
 KU4833
 KU4833                         *CURRENT SURVEY CONTROL
 KU4833  ___________________________________________________________________
 KU4833* NAD 83(1996)-  40 48 35.00418(N)    073 36 44.81626(W)     ADJUSTED  
 KU4833* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 KU4833  ___________________________________________________________________
 KU4833  X           -   1,363,954.059 (meters)                     COMP
 KU4833  Y           -  -4,638,038.665 (meters)                     COMP
 KU4833  Z           -   4,146,460.297 (meters)                     COMP
 KU4833  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KU4833  ELLIP HEIGHT-          11.57  (meters)          (12/03/02) GPS OBS
 KU4833  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4833
 KU4833  HORZ ORDER  -  FIRST
 KU4833  ELLP ORDER  -  FOURTH    CLASS II
 KU4833
 KU4833.The horizontal coordinates were established by GPS observations
 KU4833.and adjusted by the National Geodetic Survey in January 1999..
 KU4833
 KU4833.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4833
 KU4833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4833
 KU4833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4833
 KU4833.The ellipsoidal height was determined by GPS observations
 KU4833.and is referenced to NAD 83.
 KU4833
 KU4833.The geoid height was determined by GEOID03.
 KU4833
 KU4833;                    North         East     Units Scale Factor Converg.
 KU4833;SPC NY L     -    71,481.370   332,700.003   MT  0.99999515   +0 15 12.6
 KU4833;SPC NY L     -   234,518.46  1,091,533.26   sFT  0.99999515   +0 15 12.6
 KU4833;UTM  18      - 4,518,561.144   617,031.806   MT  0.99976858   +0 54 25.0
 KU4833
 KU4833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4833!SPC NY L     -   0.99999819  x   0.99999515  =   0.99999334
 KU4833!UTM  18      -   0.99999819  x   0.99976858  =   0.99976677
 KU4833
 KU4833|---------------------------------------------------------------------|
 KU4833| PID    Reference Object                     Distance      Geod. Az  |
 KU4833|                                                           dddmmss.s |
 KU4833| KU4814 09E 18N                             345.841 METERS 32235     |
 KU4833|---------------------------------------------------------------------|
 KU4833
 KU4833                          SUPERSEDED SURVEY CONTROL
 KU4833
 KU4833  ELLIP H (09/01/99)   11.58   (m)                       GP(       ) 4 1
 KU4833  NAD 83(1996)-  40 48 35.00715(N)    073 36 44.81519(W) AD(       ) 1
 KU4833  NAD 83(1992)-  40 48 35.00702(N)    073 36 44.81498(W) AD(       ) 1
 KU4833  NAD 83(1986)-  40 48 35.00760(N)    073 36 44.81642(W) AD(       ) 1
 KU4833  NGVD 29 (03/24/92)   43.1    (m)          141.     (f) GPS OBS        
 KU4833
 KU4833.Superseded values are not recommended for survey control.
 KU4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4833.See file dsdata.txt to determine how the superseded data were derived.
 KU4833
 KU4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1703218561(NAD 83)
 KU4833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4833_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4833_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4833_STAMPING: 09E18NAZ
 KU4833_MARK LOGO: NYDPW 
 KU4833_PROJECTION: RECESSED 8 CENTIMETERS
 KU4833_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4833+STABILITY: POSITION/ELEVATION WELL
 KU4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4833+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 KU4833_ROD/PIPE-DEPTH: 20.6 meters
 KU4833_SLEEVE-DEPTH  : 1.52 meters
 KU4833
 KU4833  HISTORY     - Date     Condition        Report By
 KU4833  HISTORY     - 1989     MONUMENTED       SBAS
 KU4833  HISTORY     - 19910415 GOOD
 KU4833
 KU4833                          STATION DESCRIPTION
 KU4833
 KU4833'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4833'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 1572 FEET
 KU4833'(479.1 M) SOUTH OF THE CENTERLINE OF NORTHERN BOULEVARD AND 12.4 FEET
 KU4833'(3.8 M) EAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE
 KU4833'DESEVERSKY CONFERENCE CENTER,IN THE GRASS ADJACENT TO THE PAVEMENT.
 KU4833'THE LOCATION TIES ARE 117.3 FEET (35.8 M) FROM THE CATCH BASIN, 180.0
 KU4833'FEET (54.9 M) NORTH OF THE NYIT ASPHALT PATH AND 5.0 FEET (1.5 M)
 KU4833'EAST OF THE EDGE OF THE PAVEMENT.
 KU4833
 KU4833                          STATION RECOVERY (1991)
 KU4833
 KU4833'RECOVERED 1991
 KU4833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4815 ***********************************************************************
 KU4815  DESIGNATION -  09E 19N
 KU4815  PID         -  KU4815
 KU4815  STATE/COUNTY-  NY/NASSAU
 KU4815  USGS QUAD   -  HICKSVILLE (1979)
 KU4815
 KU4815                         *CURRENT SURVEY CONTROL
 KU4815  ___________________________________________________________________
 KU4815* NAD 83(1996)-  40 49 31.02019(N)    073 36 41.35147(W)     ADJUSTED  
 KU4815* NAVD 88     -        40.7    (meters)     134.     (feet)  VERTCON   
 KU4815  ___________________________________________________________________
 KU4815  X           -   1,363,712.862 (meters)                     COMP
 KU4815  Y           -  -4,636,930.722 (meters)                     COMP
 KU4815  Z           -   4,147,766.699 (meters)                     COMP
 KU4815  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 KU4815  ELLIP HEIGHT-           9.58  (meters)          (12/03/02) GPS OBS
 KU4815  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4815
 KU4815  HORZ ORDER  -  FIRST
 KU4815  ELLP ORDER  -  FOURTH    CLASS II
 KU4815
 KU4815.The horizontal coordinates were established by GPS observations
 KU4815.and adjusted by the National Geodetic Survey in January 1999..
 KU4815
 KU4815.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4815
 KU4815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4815
 KU4815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4815
 KU4815.The ellipsoidal height was determined by GPS observations
 KU4815.and is referenced to NAD 83.
 KU4815
 KU4815.The geoid height was determined by GEOID03.
 KU4815
 KU4815;                    North         East     Units Scale Factor Converg.
 KU4815;SPC NY L     -    73,209.648   332,773.546   MT  0.99999499   +0 15 14.8
 KU4815;SPC NY L     -   240,188.65  1,091,774.54   sFT  0.99999499   +0 15 14.8
 KU4815;UTM  18      - 4,520,289.757   617,085.617   MT  0.99976873   +0 54 28.3
 KU4815
 KU4815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4815!SPC NY L     -   0.99999850  x   0.99999499  =   0.99999349
 KU4815!UTM  18      -   0.99999850  x   0.99976873  =   0.99976723
 KU4815
 KU4815|---------------------------------------------------------------------|
 KU4815| PID    Reference Object                     Distance      Geod. Az  |
 KU4815|                                                           dddmmss.s |
 KU4815| KU4834 09E 19N AZ                          230.135 METERS 16332     |
 KU4815|---------------------------------------------------------------------|
 KU4815
 KU4815                          SUPERSEDED SURVEY CONTROL
 KU4815
 KU4815  ELLIP H (09/01/99)    9.59   (m)                       GP(       ) 4 1
 KU4815  NAD 83(1996)-  40 49 31.02317(N)    073 36 41.35039(W) AD(       ) 1
 KU4815  NAD 83(1992)-  40 49 31.02304(N)    073 36 41.35018(W) AD(       ) 1
 KU4815  NAD 83(1986)-  40 49 31.02358(N)    073 36 41.35167(W) AD(       ) 1
 KU4815  NGVD 29 (03/24/92)   41.0    (m)          135.     (f) GPS OBS        
 KU4815
 KU4815.Superseded values are not recommended for survey control.
 KU4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4815.See file dsdata.txt to determine how the superseded data were derived.
 KU4815
 KU4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1708620290(NAD 83)
 KU4815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4815_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4815_STAMPING: 09E19N
 KU4815_MARK LOGO: NYDPW 
 KU4815_PROJECTION: RECESSED 8 CENTIMETERS
 KU4815_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4815+STABILITY: POSITION/ELEVATION WELL
 KU4815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4815+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 KU4815_ROD/PIPE-DEPTH: 20.6 meters
 KU4815_SLEEVE-DEPTH  : 1.52 meters
 KU4815
 KU4815  HISTORY     - Date     Condition        Report By
 KU4815  HISTORY     - 1989     MONUMENTED       SBAS
 KU4815  HISTORY     - 19910228 GOOD
 KU4815
 KU4815                          STATION DESCRIPTION
 KU4815
 KU4815'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4815'THE POINT IS LOCATED IN OLD BROOKVILLE, TOWN OF OYSTER BAY, 1666 FEET
 KU4815'(507.8 M) NORTH OF THE CENTERLINE OF VALENTINES LANE AND 11 FEET
 KU4815'(3.4 M) WEST OF THE CENTERLINE OF LONGRIDGE LANE,IN THE PAVED
 KU4815'ROADWAY.
 KU4815'THE LOCATION TIES ARE 23.5 FEET (7.2 M) FROM THE WATER METER OF HOUSE
 KU4815'NUMBER 25, 36.7 FEET (11.2 M) FROM THE LAMP ON THE ENTRANCE PILLAR OF
 KU4815'HOUSE NUMBER 25 AND 75.8 FEET (23.1 M) FROM THE HYDRANT.
 KU4815
 KU4815                          STATION RECOVERY (1991)
 KU4815
 KU4815'RECOVERED 1991
 KU4815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4834 ***********************************************************************
 KU4834  DESIGNATION -  09E 19N AZ
 KU4834  PID         -  KU4834
 KU4834  STATE/COUNTY-  NY/NASSAU
 KU4834  USGS QUAD   -  HICKSVILLE (1979)
 KU4834
 KU4834                         *CURRENT SURVEY CONTROL
 KU4834  ___________________________________________________________________
 KU4834* NAD 83(1996)-  40 49 23.86570(N)    073 36 38.56778(W)     ADJUSTED  
 KU4834* NAVD 88     -        37.4    (meters)     123.     (feet)  VERTCON   
 KU4834  ___________________________________________________________________
 KU4834  X           -   1,363,815.436 (meters)                     COMP
 KU4834  Y           -  -4,637,048.302 (meters)                     COMP
 KU4834  Z           -   4,147,597.503 (meters)                     COMP
 KU4834  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KU4834  ELLIP HEIGHT-           6.23  (meters)          (12/03/02) GPS OBS
 KU4834  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU4834
 KU4834  HORZ ORDER  -  FIRST
 KU4834  ELLP ORDER  -  FOURTH    CLASS II
 KU4834
 KU4834.The horizontal coordinates were established by GPS observations
 KU4834.and adjusted by the National Geodetic Survey in January 1999..
 KU4834
 KU4834.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4834
 KU4834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4834
 KU4834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4834
 KU4834.The ellipsoidal height was determined by GPS observations
 KU4834.and is referenced to NAD 83.
 KU4834
 KU4834.The geoid height was determined by GEOID03.
 KU4834
 KU4834;                    North         East     Units Scale Factor Converg.
 KU4834;SPC NY L     -    72,989.244   332,839.754   MT  0.99999501   +0 15 16.7
 KU4834;SPC NY L     -   239,465.54  1,091,991.76   sFT  0.99999501   +0 15 16.7
 KU4834;UTM  18      - 4,520,070.172   617,154.320   MT  0.99976893   +0 54 29.9
 KU4834
 KU4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4834!SPC NY L     -   0.99999902  x   0.99999501  =   0.99999403
 KU4834!UTM  18      -   0.99999902  x   0.99976893  =   0.99976795
 KU4834
 KU4834|---------------------------------------------------------------------|
 KU4834| PID    Reference Object                     Distance      Geod. Az  |
 KU4834|                                                           dddmmss.s |
 KU4834| KU4815 09E 19N                             230.135 METERS 34332     |
 KU4834|---------------------------------------------------------------------|
 KU4834
 KU4834                          SUPERSEDED SURVEY CONTROL
 KU4834
 KU4834  ELLIP H (09/01/99)    6.24   (m)                       GP(       ) 4 1
 KU4834  NAD 83(1996)-  40 49 23.86868(N)    073 36 38.56670(W) AD(       ) 1
 KU4834  NAD 83(1992)-  40 49 23.86855(N)    073 36 38.56649(W) AD(       ) 1
 KU4834  NAD 83(1986)-  40 49 23.86910(N)    073 36 38.56799(W) AD(       ) 1
 KU4834  NGVD 29 (03/24/92)   37.7    (m)          124.     (f) GPS OBS        
 KU4834
 KU4834.Superseded values are not recommended for survey control.
 KU4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4834.See file dsdata.txt to determine how the superseded data were derived.
 KU4834
 KU4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1715420070(NAD 83)
 KU4834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4834_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4834_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4834_STAMPING: 09E19NAZ
 KU4834_MARK LOGO: NYDPW 
 KU4834_PROJECTION: RECESSED 8 CENTIMETERS
 KU4834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4834+STABILITY: POSITION/ELEVATION WELL
 KU4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4834+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KU4834_ROD/PIPE-DEPTH: 20.6 meters
 KU4834_SLEEVE-DEPTH  : 1.52 meters
 KU4834
 KU4834  HISTORY     - Date     Condition        Report By
 KU4834  HISTORY     - 1989     MONUMENTED       SBAS
 KU4834  HISTORY     - 19910219 GOOD
 KU4834
 KU4834                          STATION DESCRIPTION
 KU4834
 KU4834'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4834'THE POINT IS LOCATED IN OLD BROOKVILLE, TOWN OF OYSTER BAY, 904 FEET
 KU4834'(275.5 M) NORTH OF THE CENTERLINE OF VALENTINES LANE AND 14 FEET
 KU4834'(4.3 M) WEST OF THE CENTERLINE OF LONGRIDGE LANE,IN THE GRASS AREA
 KU4834'ADJACENT TO THE PAVEMENT.
 KU4834'THE LOCATION TIES ARE 76.2 FEET (23.2 M) FROM THE HYDRANT, 28.1 FEET
 KU4834'(8.6 M) FROM THE WATER VALVE AND 75.8 FEET (23.1 M) FROM THE CATCH
 KU4834'BASIN.
 KU4834
 KU4834                          STATION RECOVERY (1991)
 KU4834
 KU4834'RECOVERED 1991
 KU4834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4816 ***********************************************************************
 KU4816  DESIGNATION -  09E 20N
 KU4816  PID         -  KU4816
 KU4816  STATE/COUNTY-  NY/NASSAU
 KU4816  USGS QUAD   -  HICKSVILLE (1979)
 KU4816
 KU4816                         *CURRENT SURVEY CONTROL
 KU4816  ___________________________________________________________________
 KU4816* NAD 83(1996)-  40 50 52.73931(N)    073 36 37.15802(W)     ADJUSTED  
 KU4816* NAVD 88     -        45.7    (meters)     150.     (feet)  VERTCON   
 KU4816  ___________________________________________________________________
 KU4816  X           -   1,363,343.098 (meters)                     COMP
 KU4816  Y           -  -4,635,325.291 (meters)                     COMP
 KU4816  Z           -   4,149,677.229 (meters)                     COMP
 KU4816  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU4816  ELLIP HEIGHT-          14.67  (meters)          (12/03/02) GPS OBS
 KU4816  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4816
 KU4816  HORZ ORDER  -  FIRST
 KU4816  ELLP ORDER  -  FOURTH    CLASS II
 KU4816
 KU4816.The horizontal coordinates were established by GPS observations
 KU4816.and adjusted by the National Geodetic Survey in January 1999..
 KU4816
 KU4816.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4816
 KU4816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4816
 KU4816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4816
 KU4816.The ellipsoidal height was determined by GPS observations
 KU4816.and is referenced to NAD 83.
 KU4816
 KU4816.The geoid height was determined by GEOID03.
 KU4816
 KU4816;                    North         East     Units Scale Factor Converg.
 KU4816;SPC NY L     -    75,730.872   332,860.594   MT  0.99999490   +0 15 17.6
 KU4816;SPC NY L     -   248,460.37  1,092,060.13   sFT  0.99999490   +0 15 17.6
 KU4816;UTM  18      - 4,522,811.240   617,143.871   MT  0.99976890   +0 54 32.5
 KU4816
 KU4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4816!SPC NY L     -   0.99999770  x   0.99999490  =   0.99999260
 KU4816!UTM  18      -   0.99999770  x   0.99976890  =   0.99976660
 KU4816
 KU4816|---------------------------------------------------------------------|
 KU4816| PID    Reference Object                     Distance      Geod. Az  |
 KU4816|                                                           dddmmss.s |
 KU4816| KU4835 09E 20N AZ                          271.094 METERS 08338     |
 KU4816|---------------------------------------------------------------------|
 KU4816
 KU4816                          SUPERSEDED SURVEY CONTROL
 KU4816
 KU4816  ELLIP H (09/01/99)   14.67   (m)                       GP(       ) 4 1
 KU4816  NAD 83(1996)-  40 50 52.74227(N)    073 36 37.15695(W) AD(       ) 1
 KU4816  NAD 83(1992)-  40 50 52.74214(N)    073 36 37.15674(W) AD(       ) 1
 KU4816  NAD 83(1986)-  40 50 52.74283(N)    073 36 37.15838(W) AD(       ) 1
 KU4816  NGVD 29 (03/24/92)   46.0    (m)          151.     (f) GPS OBS        
 KU4816
 KU4816.Superseded values are not recommended for survey control.
 KU4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4816.See file dsdata.txt to determine how the superseded data were derived.
 KU4816
 KU4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1714422811(NAD 83)
 KU4816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4816_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4816_STAMPING: 09E20N
 KU4816_MARK LOGO: NYDPW 
 KU4816_PROJECTION: RECESSED 8 CENTIMETERS
 KU4816_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4816+STABILITY: POSITION/ELEVATION WELL
 KU4816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4816+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 KU4816_ROD/PIPE-DEPTH: 20.0 meters
 KU4816_SLEEVE-DEPTH  : 1.52 meters
 KU4816
 KU4816  HISTORY     - Date     Condition        Report By
 KU4816  HISTORY     - 1989     MONUMENTED       SBAS
 KU4816  HISTORY     - 19910206 GOOD
 KU4816
 KU4816                          STATION DESCRIPTION
 KU4816
 KU4816'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4816'THE POINT IS LOCATED IN GLEN HEAD, TOWN OF OYSTER BAY, AT THE CENTER
 KU4816'OF THE CUL-DE-SAC OF WEDGEWOOD COURT WEST AND 360 FEET (109.7 M) WEST
 KU4816'OF THE CENTERLINE OF CROSSWAY,IN THE PAVED ROADWAY.
 KU4816'THE LOCATION TIES ARE 46.5 FEET (14.2 M) FROM THE HYDRANT, 45.8 FEET
 KU4816'(14.0 M) FROM THE MANHOLE AND 55.3 FEET (16.9 M) FROM THE WATER METER
 KU4816'OF HOUSE NUMBER 7.
 KU4816
 KU4816                          STATION RECOVERY (1991)
 KU4816
 KU4816'RECOVERED 1991
 KU4816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4835 ***********************************************************************
 KU4835  DESIGNATION -  09E 20N AZ
 KU4835  PID         -  KU4835
 KU4835  STATE/COUNTY-  NY/NASSAU
 KU4835  USGS QUAD   -  HICKSVILLE (1979)
 KU4835
 KU4835                         *CURRENT SURVEY CONTROL
 KU4835  ___________________________________________________________________
 KU4835* NAD 83(1996)-  40 50 53.71348(N)    073 36 25.65623(W)     ADJUSTED  
 KU4835* NAVD 88     -        43.9    (meters)     144.     (feet)  VERTCON   
 KU4835  ___________________________________________________________________
 KU4835  X           -   1,363,595.638 (meters)                     COMP
 KU4835  Y           -  -4,635,229.092 (meters)                     COMP
 KU4835  Z           -   4,149,698.777 (meters)                     COMP
 KU4835  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KU4835  ELLIP HEIGHT-          12.86  (meters)          (12/03/02) GPS OBS
 KU4835  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KU4835
 KU4835  HORZ ORDER  -  FIRST
 KU4835  ELLP ORDER  -  FOURTH    CLASS II
 KU4835
 KU4835.The horizontal coordinates were established by GPS observations
 KU4835.and adjusted by the National Geodetic Survey in January 1999..
 KU4835
 KU4835.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4835
 KU4835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4835
 KU4835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4835
 KU4835.The ellipsoidal height was determined by GPS observations
 KU4835.and is referenced to NAD 83.
 KU4835
 KU4835.The geoid height was determined by GEOID03.
 KU4835
 KU4835;                    North         East     Units Scale Factor Converg.
 KU4835;SPC NY L     -    75,762.125   333,129.878   MT  0.99999490   +0 15 25.1
 KU4835;SPC NY L     -   248,562.91  1,092,943.61   sFT  0.99999490   +0 15 25.1
 KU4835;UTM  18      - 4,522,845.558   617,412.720   MT  0.99976968   +0 54 40.0
 KU4835
 KU4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4835!SPC NY L     -   0.99999798  x   0.99999490  =   0.99999288
 KU4835!UTM  18      -   0.99999798  x   0.99976968  =   0.99976766
 KU4835
 KU4835|---------------------------------------------------------------------|
 KU4835| PID    Reference Object                     Distance      Geod. Az  |
 KU4835|                                                           dddmmss.s |
 KU4835| KU4816 09E 20N                             271.094 METERS 26338     |
 KU4835|---------------------------------------------------------------------|
 KU4835
 KU4835                          SUPERSEDED SURVEY CONTROL
 KU4835
 KU4835  ELLIP H (09/01/99)   12.86   (m)                       GP(       ) 4 1
 KU4835  NAD 83(1996)-  40 50 53.71644(N)    073 36 25.65516(W) AD(       ) 1
 KU4835  NAD 83(1992)-  40 50 53.71631(N)    073 36 25.65495(W) AD(       ) 1
 KU4835  NAD 83(1986)-  40 50 53.71699(N)    073 36 25.65658(W) AD(       ) 1
 KU4835  NGVD 29 (03/24/92)   44.2    (m)          145.     (f) GPS OBS        
 KU4835
 KU4835.Superseded values are not recommended for survey control.
 KU4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4835.See file dsdata.txt to determine how the superseded data were derived.
 KU4835
 KU4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1741322846(NAD 83)
 KU4835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4835_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4835_STAMPING: 09E20NAZ
 KU4835_MARK LOGO: NYDPW 
 KU4835_PROJECTION: RECESSED 8 CENTIMETERS
 KU4835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4835+STABILITY: POSITION/ELEVATION WELL
 KU4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4835+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 KU4835_ROD/PIPE-DEPTH: 20.6 meters
 KU4835_SLEEVE-DEPTH  : 1.52 meters
 KU4835
 KU4835  HISTORY     - Date     Condition        Report By
 KU4835  HISTORY     - 1989     MONUMENTED       SBAS
 KU4835  HISTORY     - 19910206 GOOD
 KU4835
 KU4835                          STATION DESCRIPTION
 KU4835
 KU4835'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4835'THE POINT IS LOCATED IN GLEN HEAD, TOWN OF OYSTER BAY, 527 FEET
 KU4835'(160.6 M) EAST OF THE CENTERLINE OF CROSSWAY AND 19 FEET (5.8 M)
 KU4835'SOUTH OF THE CENTERLINE OF WEDGEWOOD COURT EAST,IN THE GRASS ADJACENT
 KU4835'TO THE PAVEMENT.
 KU4835'THE LOCATION TIES ARE 72.9 FEET (22.2 M) FROM THE NORTH EAST CORNER OF
 KU4835'HOUSE NUMBER 17, 117.3 FEET (35.8 M) FROM THE SOUTH WESTERLY CATCH
 KU4835'BASIN AND 111.2 FEET (33.9 M) FROM THE NORTH WESTERLY CATCH BASIN.
 KU4835
 KU4835                          STATION RECOVERY (1991)
 KU4835
 KU4835'RECOVERED 1991
 KU4835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4817 ***********************************************************************
 KU4817  DESIGNATION -  09E 21N
 KU4817  PID         -  KU4817
 KU4817  STATE/COUNTY-  NY/NASSAU
 KU4817  USGS QUAD   -  HICKSVILLE (1979)
 KU4817
 KU4817                         *CURRENT SURVEY CONTROL
 KU4817  ___________________________________________________________________
 KU4817* NAD 83(1996)-  40 51 34.76150(N)    073 36 37.96420(W)     ADJUSTED  
 KU4817* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 KU4817  ___________________________________________________________________
 KU4817  X           -   1,363,086.575 (meters)                     COMP
 KU4817  Y           -  -4,634,520.038 (meters)                     COMP
 KU4817  Z           -   4,150,660.330 (meters)                     COMP
 KU4817  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KU4817  ELLIP HEIGHT-          18.67  (meters)          (12/03/02) GPS OBS
 KU4817  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4817
 KU4817  HORZ ORDER  -  FIRST
 KU4817  ELLP ORDER  -  FOURTH    CLASS II
 KU4817
 KU4817.The horizontal coordinates were established by GPS observations
 KU4817.and adjusted by the National Geodetic Survey in January 1999..
 KU4817
 KU4817.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4817
 KU4817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4817
 KU4817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4817
 KU4817.The ellipsoidal height was determined by GPS observations
 KU4817.and is referenced to NAD 83.
 KU4817
 KU4817.The geoid height was determined by GEOID03.
 KU4817
 KU4817;                    North         East     Units Scale Factor Converg.
 KU4817;SPC NY L     -    77,027.049   332,835.946   MT  0.99999491   +0 15 17.0
 KU4817;SPC NY L     -   252,712.91  1,091,979.27   sFT  0.99999491   +0 15 17.0
 KU4817;UTM  18      - 4,524,106.758   617,104.433   MT  0.99976879   +0 54 32.7
 KU4817
 KU4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4817!SPC NY L     -   0.99999707  x   0.99999491  =   0.99999198
 KU4817!UTM  18      -   0.99999707  x   0.99976879  =   0.99976586
 KU4817
 KU4817|---------------------------------------------------------------------|
 KU4817| PID    Reference Object                     Distance      Geod. Az  |
 KU4817|                                                           dddmmss.s |
 KU4817| KU4836 09E 21N AZ                          270.720 METERS 26308     |
 KU4817|---------------------------------------------------------------------|
 KU4817
 KU4817                          SUPERSEDED SURVEY CONTROL
 KU4817
 KU4817  ELLIP H (09/01/99)   18.67   (m)                       GP(       ) 4 1
 KU4817  NAD 83(1996)-  40 51 34.76446(N)    073 36 37.96314(W) AD(       ) 1
 KU4817  NAD 83(1992)-  40 51 34.76432(N)    073 36 37.96292(W) AD(       ) 1
 KU4817  NAD 83(1986)-  40 51 34.76506(N)    073 36 37.96452(W) AD(       ) 1
 KU4817  NGVD 29 (03/24/92)   50.0    (m)          164.     (f) GPS OBS        
 KU4817
 KU4817.Superseded values are not recommended for survey control.
 KU4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4817.See file dsdata.txt to determine how the superseded data were derived.
 KU4817
 KU4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1710424107(NAD 83)
 KU4817_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4817_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4817_STAMPING: 09E21N
 KU4817_MARK LOGO: NYDPW 
 KU4817_PROJECTION: RECESSED 8 CENTIMETERS
 KU4817_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4817+STABILITY: POSITION/ELEVATION WELL
 KU4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4817+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KU4817_ROD/PIPE-DEPTH: 20.6 meters
 KU4817_SLEEVE-DEPTH  : 1.52 meters
 KU4817
 KU4817  HISTORY     - Date     Condition        Report By
 KU4817  HISTORY     - 1989     MONUMENTED       SBAS
 KU4817  HISTORY     - 19910219 GOOD
 KU4817
 KU4817                          STATION DESCRIPTION
 KU4817
 KU4817'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4817'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 130 FEET
 KU4817'(39.6 M) WEST OF THE CENTERLINE OF GUILFOY STREET AND 21 FEET
 KU4817'(6.4 M) NORTH OF THE CENTERLINE OF ELM AVENUE,IN THE CONCRETE
 KU4817'SIDEWALK.
 KU4817'THE LOCATION TIES ARE 5.9 FEET (1.8 M) FROM THE FACE OF THE CURB ON
 KU4817'THE NORTH SIDE OF ELM STREET, 5.9 FEET (1.8 M) FROM THE CORNER OF THE
 KU4817'CHAIN LINK FENCE AND 6.1 FEET (1.9 M) FROM THE WATER METER OF HOUSE
 KU4817'NUMBER 107.
 KU4817
 KU4817                          STATION RECOVERY (1991)
 KU4817
 KU4817'RECOVERED 1991
 KU4817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4836 ***********************************************************************
 KU4836  DESIGNATION -  09E 21N AZ
 KU4836  PID         -  KU4836
 KU4836  STATE/COUNTY-  NY/NASSAU
 KU4836  USGS QUAD   -  HICKSVILLE (1979)
 KU4836
 KU4836                         *CURRENT SURVEY CONTROL
 KU4836  ___________________________________________________________________
 KU4836* NAD 83(1996)-  40 51 33.71116(N)    073 36 49.44023(W)     ADJUSTED  
 KU4836* NAVD 88     -        45.6    (meters)     150.     (feet)  VERTCON   
 KU4836  ___________________________________________________________________
 KU4836  X           -   1,362,833.828 (meters)                     COMP
 KU4836  Y           -  -4,634,613.237 (meters)                     COMP
 KU4836  Z           -   4,150,633.150 (meters)                     COMP
 KU4836  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KU4836  ELLIP HEIGHT-          14.58  (meters)          (12/03/02) GPS OBS
 KU4836  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU4836
 KU4836  HORZ ORDER  -  FIRST
 KU4836  ELLP ORDER  -  FOURTH    CLASS II
 KU4836
 KU4836.The horizontal coordinates were established by GPS observations
 KU4836.and adjusted by the National Geodetic Survey in January 1999..
 KU4836
 KU4836.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4836
 KU4836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4836
 KU4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4836
 KU4836.The ellipsoidal height was determined by GPS observations
 KU4836.and is referenced to NAD 83.
 KU4836
 KU4836.The geoid height was determined by GEOID03.
 KU4836
 KU4836;                    North         East     Units Scale Factor Converg.
 KU4836;SPC NY L     -    76,993.459   332,567.320   MT  0.99999491   +0 15 09.5
 KU4836;SPC NY L     -   252,602.71  1,091,097.95   sFT  0.99999491   +0 15 09.5
 KU4836;UTM  18      - 4,524,070.111   616,836.269   MT  0.99976801   +0 54 25.2
 KU4836
 KU4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4836!SPC NY L     -   0.99999771  x   0.99999491  =   0.99999262
 KU4836!UTM  18      -   0.99999771  x   0.99976801  =   0.99976572
 KU4836
 KU4836|---------------------------------------------------------------------|
 KU4836| PID    Reference Object                     Distance      Geod. Az  |
 KU4836|                                                           dddmmss.s |
 KU4836| KU4817 09E 21N                             270.720 METERS 08308     |
 KU4836|---------------------------------------------------------------------|
 KU4836
 KU4836                          SUPERSEDED SURVEY CONTROL
 KU4836
 KU4836  ELLIP H (09/01/99)   14.59   (m)                       GP(       ) 4 1
 KU4836  NAD 83(1996)-  40 51 33.71409(N)    073 36 49.43919(W) AD(       ) 1
 KU4836  NAD 83(1992)-  40 51 33.71395(N)    073 36 49.43898(W) AD(       ) 1
 KU4836  NAD 83(1986)-  40 51 33.71467(N)    073 36 49.44054(W) AD(       ) 1
 KU4836  NGVD 29 (03/24/92)   45.9    (m)          151.     (f) GPS OBS        
 KU4836
 KU4836.Superseded values are not recommended for survey control.
 KU4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4836.See file dsdata.txt to determine how the superseded data were derived.
 KU4836
 KU4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1683624070(NAD 83)
 KU4836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4836_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4836_STAMPING: 09E21NAZ
 KU4836_MARK LOGO: NYDPW 
 KU4836_PROJECTION: RECESSED 8 CENTIMETERS
 KU4836_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4836+STABILITY: POSITION/ELEVATION WELL
 KU4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4836+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 KU4836_ROD/PIPE-DEPTH: 20.3 meters
 KU4836_SLEEVE-DEPTH  : 1.52 meters
 KU4836
 KU4836  HISTORY     - Date     Condition        Report By
 KU4836  HISTORY     - 1989     MONUMENTED       SBAS
 KU4836  HISTORY     - 19910327 GOOD
 KU4836
 KU4836                          STATION DESCRIPTION
 KU4836
 KU4836'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4836'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 23.5 WEST OF THE
 KU4836'CENTERLINE OF LIBERTY PLACE AND 18 FEET (5.5 M) NORTH OF THE
 KU4836'CENTERLINE OF ELM AVENUE,IN THE CONCRETE SIDEWALK.
 KU4836'THE LOCATION TIES ARE 16.0 FEET (4.9 M) FROM THE WATER VALVE, 2.8 FEET
 KU4836'(0.9 M) FROM THE FACE OF THE CURB ON THE NORTH SIDE OF ELM STREET AND
 KU4836'38.0 FEET (11.6 M) FROM THE SOUTH EAST CORNER OF HOUSE NUMBER 71.
 KU4836
 KU4836                          STATION RECOVERY (1991)
 KU4836
 KU4836'RECOVERED 1991
 KU4836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4818 ***********************************************************************
 KU4818  DESIGNATION -  09E 22N
 KU4818  PID         -  KU4818
 KU4818  STATE/COUNTY-  NY/NASSAU
 KU4818  USGS QUAD   -  BAYVILLE (1975)
 KU4818
 KU4818                         *CURRENT SURVEY CONTROL
 KU4818  ___________________________________________________________________
 KU4818* NAD 83(1996)-  40 52 45.48363(N)    073 36 49.61769(W)     ADJUSTED  
 KU4818* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 KU4818  ___________________________________________________________________
 KU4818  X           -   1,362,419.090 (meters)                     COMP
 KU4818  Y           -  -4,633,217.559 (meters)                     COMP
 KU4818  Z           -   4,152,301.093 (meters)                     COMP
 KU4818  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KU4818  ELLIP HEIGHT-           4.95  (meters)          (12/03/02) GPS OBS
 KU4818  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU4818
 KU4818  HORZ ORDER  -  FIRST
 KU4818  ELLP ORDER  -  FOURTH    CLASS II
 KU4818
 KU4818.The horizontal coordinates were established by GPS observations
 KU4818.and adjusted by the National Geodetic Survey in January 1999..
 KU4818
 KU4818.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4818
 KU4818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4818
 KU4818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4818
 KU4818.The ellipsoidal height was determined by GPS observations
 KU4818.and is referenced to NAD 83.
 KU4818
 KU4818.The geoid height was determined by GEOID03.
 KU4818
 KU4818;                    North         East     Units Scale Factor Converg.
 KU4818;SPC NY L     -    79,207.417   332,553.402   MT  0.99999503   +0 15 09.4
 KU4818;SPC NY L     -   259,866.33  1,091,052.29   sFT  0.99999503   +0 15 09.4
 KU4818;SPC NY E     -   227,523.012   224,690.873   MT  0.99996864   +0 34 48.1
 KU4818;SPC NY E     -   746,465.08    737,173.31   sFT  0.99996864   +0 34 48.1
 KU4818;UTM  18      - 4,526,283.263   616,797.070   MT  0.99976790   +0 54 26.4
 KU4818
 KU4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4818!SPC NY L     -   0.99999922  x   0.99999503  =   0.99999425
 KU4818!SPC NY E     -   0.99999922  x   0.99996864  =   0.99996786
 KU4818!UTM  18      -   0.99999922  x   0.99976790  =   0.99976712
 KU4818
 KU4818|---------------------------------------------------------------------|
 KU4818| PID    Reference Object                     Distance      Geod. Az  |
 KU4818|                                                           dddmmss.s |
 KU4818| KU4837 09E 22N AZ                          162.411 METERS 32018     |
 KU4818|---------------------------------------------------------------------|
 KU4818
 KU4818                          SUPERSEDED SURVEY CONTROL
 KU4818
 KU4818  ELLIP H (09/01/99)    4.95   (m)                       GP(       ) 4 1
 KU4818  NAD 83(1996)-  40 52 45.48655(N)    073 36 49.61664(W) AD(       ) 1
 KU4818  NAD 83(1992)-  40 52 45.48641(N)    073 36 49.61642(W) AD(       ) 1
 KU4818  NAD 83(1986)-  40 52 45.48719(N)    073 36 49.61822(W) AD(       ) 1
 KU4818  NGVD 29 (03/24/92)   36.2    (m)          119.     (f) GPS OBS        
 KU4818
 KU4818.Superseded values are not recommended for survey control.
 KU4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4818.See file dsdata.txt to determine how the superseded data were derived.
 KU4818
 KU4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1679726283(NAD 83)
 KU4818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4818_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4818_STAMPING: 09E22N
 KU4818_MARK LOGO: NYDPW 
 KU4818_PROJECTION: RECESSED 8 CENTIMETERS
 KU4818_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4818+STABILITY: POSITION/ELEVATION WELL
 KU4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4818+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 KU4818_ROD/PIPE-DEPTH: 13.6 meters
 KU4818_SLEEVE-DEPTH  : 1.52 meters
 KU4818
 KU4818  HISTORY     - Date     Condition        Report By
 KU4818  HISTORY     - 1989     MONUMENTED       SBAS
 KU4818  HISTORY     - 19910327 GOOD
 KU4818
 KU4818                          STATION DESCRIPTION
 KU4818
 KU4818'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4818'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, 657 FEET
 KU4818'(200.3 M) NORTH OF THE CENTERLINE OF LATTINGTOWN ROAD AND 14 FEET
 KU4818'(4.3 M) SOUTH WEST OF THE CENTERLINE OF LATTINGTOWN RIDGE COURT,IN
 KU4818'THE GRASS ADJACENT TO THE PAVEMENT.
 KU4818'THE LOCATION TIES ARE 50.4 FEET (15.4 M) FROM THE MAIL BOX OF HOUSE
 KU4818'NUMBER 6, 96.3 FEET (29.4 M) FROM THE WATER VALVE OF HOUSE NUMBER 7
 KU4818'AND 27.6 FEET (8.4 M) FROM THE NORTH EAST CORNER OF THE DRIVEWAY OF
 KU4818'HOUSE NUMBER 7 LATTINGTOWN RIDGE COURT.
 KU4818
 KU4818                          STATION RECOVERY (1991)
 KU4818
 KU4818'RECOVERED 1991
 KU4818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4837 ***********************************************************************
 KU4837  DESIGNATION -  09E 22N AZ
 KU4837  PID         -  KU4837
 KU4837  STATE/COUNTY-  NY/NASSAU
 KU4837  USGS QUAD   -  BAYVILLE (1975)
 KU4837
 KU4837                         *CURRENT SURVEY CONTROL
 KU4837  ___________________________________________________________________
 KU4837* NAD 83(1996)-  40 52 49.53443(N)    073 36 54.04873(W)     ADJUSTED  
 KU4837* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 KU4837  ___________________________________________________________________
 KU4837  X           -   1,362,293.822 (meters)                     COMP
 KU4837  Y           -  -4,633,159.298 (meters)                     COMP
 KU4837  Z           -   4,152,387.390 (meters)                     COMP
 KU4837  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KU4837  ELLIP HEIGHT-          -7.55  (meters)          (12/03/02) GPS OBS
 KU4837  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU4837
 KU4837  HORZ ORDER  -  FIRST
 KU4837  ELLP ORDER  -  FOURTH    CLASS II
 KU4837
 KU4837.The horizontal coordinates were established by GPS observations
 KU4837.and adjusted by the National Geodetic Survey in January 1999..
 KU4837
 KU4837.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4837
 KU4837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4837
 KU4837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4837
 KU4837.The ellipsoidal height was determined by GPS observations
 KU4837.and is referenced to NAD 83.
 KU4837
 KU4837.The geoid height was determined by GEOID03.
 KU4837
 KU4837;                    North         East     Units Scale Factor Converg.
 KU4837;SPC NY L     -    79,331.916   332,449.109   MT  0.99999504   +0 15 06.5
 KU4837;SPC NY L     -   260,274.79  1,090,710.12   sFT  0.99999504   +0 15 06.5
 KU4837;SPC NY E     -   227,646.910   224,585.872   MT  0.99996845   +0 34 45.2
 KU4837;SPC NY E     -   746,871.57    736,828.82   sFT  0.99996845   +0 34 45.2
 KU4837;UTM  18      - 4,526,406.534   616,691.384   MT  0.99976760   +0 54 23.6
 KU4837
 KU4837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4837!SPC NY L     -   1.00000118  x   0.99999504  =   0.99999622
 KU4837!SPC NY E     -   1.00000118  x   0.99996845  =   0.99996963
 KU4837!UTM  18      -   1.00000118  x   0.99976760  =   0.99976878
 KU4837
 KU4837|---------------------------------------------------------------------|
 KU4837| PID    Reference Object                     Distance      Geod. Az  |
 KU4837|                                                           dddmmss.s |
 KU4837| KU4818 09E 22N                             162.411 METERS 14018     |
 KU4837|---------------------------------------------------------------------|
 KU4837
 KU4837                          SUPERSEDED SURVEY CONTROL
 KU4837
 KU4837  ELLIP H (09/01/99)   -7.54   (m)                       GP(       ) 4 1
 KU4837  NAD 83(1996)-  40 52 49.53735(N)    073 36 54.04768(W) AD(       ) 1
 KU4837  NAD 83(1992)-  40 52 49.53722(N)    073 36 54.04746(W) AD(       ) 1
 KU4837  NAD 83(1986)-  40 52 49.53797(N)    073 36 54.04925(W) AD(       ) 1
 KU4837  NGVD 29 (03/24/92)   23.7    (m)           78.     (f) GPS OBS        
 KU4837
 KU4837.Superseded values are not recommended for survey control.
 KU4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4837.See file dsdata.txt to determine how the superseded data were derived.
 KU4837
 KU4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1669126407(NAD 83)
 KU4837_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4837_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4837_STAMPING: 09E22NAZ
 KU4837_MARK LOGO: NYDPW 
 KU4837_PROJECTION: RECESSED 8 CENTIMETERS
 KU4837_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4837+STABILITY: POSITION/ELEVATION WELL
 KU4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4837+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 KU4837_ROD/PIPE-DEPTH: 17.0 meters
 KU4837_SLEEVE-DEPTH  : 1.52 meters
 KU4837
 KU4837  HISTORY     - Date     Condition        Report By
 KU4837  HISTORY     - 1989     MONUMENTED       SBAS
 KU4837  HISTORY     - 19910327 GOOD
 KU4837
 KU4837                          STATION DESCRIPTION
 KU4837
 KU4837'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4837'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, 8 FEET
 KU4837'(2.4 M) WEST OF THE CENTERLINE OF LATTINGTOWN RIDGE COURT AND 1193
 KU4837'FEET (363.6 M) NORTH OF THE CENTERLINE OF LATTINGTOWN/SKUNKS MISERY
 KU4837'ROAD,IN THE GRASS AREA IN THE CENTER OF THE CIRCLE.
 KU4837'THE LOCATION TIES ARE 94.4 FEET (28.8 M) FROM THE HYDRANT, 62.8 FEET
 KU4837'(19.1 M) FROM THE WESTERLY CATCH BASIN AND 66.4 FEET (20.2 M) FROM
 KU4837'THE EASTERLY CATCH BASIN.
 KU4837
 KU4837                          STATION RECOVERY (1991)
 KU4837
 KU4837'RECOVERED 1991
 KU4837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4819 ***********************************************************************
 KU4819  DESIGNATION -  09E 23N
 KU4819  PID         -  KU4819
 KU4819  STATE/COUNTY-  NY/NASSAU
 KU4819  USGS QUAD   -  BAYVILLE (1975)
 KU4819
 KU4819                         *CURRENT SURVEY CONTROL
 KU4819  ___________________________________________________________________
 KU4819* NAD 83(1996)-  40 52 54.79771(N)    073 36 28.92893(W)     ADJUSTED  
 KU4819* NAVD 88     -        53.9    (meters)     177.     (feet)  VERTCON   
 KU4819  ___________________________________________________________________
 KU4819  X           -   1,362,834.571 (meters)                     COMP
 KU4819  Y           -  -4,632,913.514 (meters)                     COMP
 KU4819  Z           -   4,152,530.088 (meters)                     COMP
 KU4819  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 KU4819  ELLIP HEIGHT-          22.92  (meters)          (12/03/02) GPS OBS
 KU4819  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU4819
 KU4819  HORZ ORDER  -  FIRST
 KU4819  ELLP ORDER  -  FOURTH    CLASS II
 KU4819
 KU4819.The horizontal coordinates were established by GPS observations
 KU4819.and adjusted by the National Geodetic Survey in January 1999..
 KU4819
 KU4819.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4819
 KU4819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4819
 KU4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4819
 KU4819.The ellipsoidal height was determined by GPS observations
 KU4819.and is referenced to NAD 83.
 KU4819
 KU4819.The geoid height was determined by GEOID03.
 KU4819
 KU4819;                    North         East     Units Scale Factor Converg.
 KU4819;SPC NY L     -    79,496.882   333,036.505   MT  0.99999505   +0 15 23.0
 KU4819;SPC NY L     -   260,816.02  1,092,637.27   sFT  0.99999505   +0 15 23.0
 KU4819;SPC NY E     -   227,815.225   225,172.301   MT  0.99996953   +0 35 01.8
 KU4819;SPC NY E     -   747,423.78    738,752.79   sFT  0.99996953   +0 35 01.8
 KU4819;UTM  18      - 4,526,578.162   617,276.725   MT  0.99976928   +0 54 40.1
 KU4819
 KU4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4819!SPC NY L     -   0.99999640  x   0.99999505  =   0.99999145
 KU4819!SPC NY E     -   0.99999640  x   0.99996953  =   0.99996593
 KU4819!UTM  18      -   0.99999640  x   0.99976928  =   0.99976569
 KU4819
 KU4819|---------------------------------------------------------------------|
 KU4819| PID    Reference Object                     Distance      Geod. Az  |
 KU4819|                                                           dddmmss.s |
 KU4819| KU4838 09E 23N AZ                          269.256 METERS 00712     |
 KU4819|---------------------------------------------------------------------|
 KU4819
 KU4819                          SUPERSEDED SURVEY CONTROL
 KU4819
 KU4819  ELLIP H (09/01/99)   22.93   (m)                       GP(       ) 4 1
 KU4819  NAD 83(1996)-  40 52 54.80061(N)    073 36 28.92789(W) AD(       ) 1
 KU4819  NAD 83(1992)-  40 52 54.80047(N)    073 36 28.92765(W) AD(       ) 1
 KU4819  NAD 83(1986)-  40 52 54.80132(N)    073 36 28.92938(W) AD(       ) 1
 KU4819  NGVD 29 (03/24/92)   54.2    (m)          178.     (f) GPS OBS        
 KU4819
 KU4819.Superseded values are not recommended for survey control.
 KU4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4819.See file dsdata.txt to determine how the superseded data were derived.
 KU4819
 KU4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1727726578(NAD 83)
 KU4819_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4819_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4819_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4819_STAMPING: 09E23N
 KU4819_MARK LOGO: NYDPW 
 KU4819_PROJECTION: RECESSED 8 CENTIMETERS
 KU4819_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4819+STABILITY: POSITION/ELEVATION WELL
 KU4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4819+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1991
 KU4819_ROD/PIPE-DEPTH: 7.27 meters
 KU4819_SLEEVE-DEPTH  : 1.52 meters
 KU4819
 KU4819  HISTORY     - Date     Condition        Report By
 KU4819  HISTORY     - 1989     MONUMENTED       SBAS
 KU4819  HISTORY     - 19910412 GOOD
 KU4819
 KU4819                          STATION DESCRIPTION
 KU4819
 KU4819'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4819'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, 150 FEET
 KU4819'(45.7 M) NORTH OF THE CENTERLINE OF OVERLOOK COURT AND 11 FEET
 KU4819'(3.4 M) WEST OF THE CENTERLINE OF OVERLOOK ROAD,IN THE GRASS ADJACENT
 KU4819'TO THE PAVEMENT.
 KU4819'THE LOCATION TIES ARE 90.8 FEET (27.7 M) FROM THE SOUTH WEST CORNER OF
 KU4819'THE STONE DRIVEWAY PILLAR, 67.2 FEET (20.5 M) FROM THE WATER SERVICE
 KU4819'VALVE AND 67.4 FEET (20.5 M) FROM THE SOUTH EAST CORNER OF THE ROCK
 KU4819'WALL.
 KU4819
 KU4819                          STATION RECOVERY (1991)
 KU4819
 KU4819'RECOVERED 1991
 KU4819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4838 ***********************************************************************
 KU4838  DESIGNATION -  09E 23N AZ
 KU4838  PID         -  KU4838
 KU4838  STATE/COUNTY-  NY/NASSAU
 KU4838  USGS QUAD   -  BAYVILLE (1975)
 KU4838
 KU4838                         *CURRENT SURVEY CONTROL
 KU4838  ___________________________________________________________________
 KU4838* NAD 83(1996)-  40 53 03.45742(N)    073 36 27.48724(W)     ADJUSTED  
 KU4838* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 KU4838  ___________________________________________________________________
 KU4838  X           -   1,362,817.733 (meters)                     COMP
 KU4838  Y           -  -4,632,736.673 (meters)                     COMP
 KU4838  Z           -   4,152,732.433 (meters)                     COMP
 KU4838  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 KU4838  ELLIP HEIGHT-          23.50  (meters)          (12/03/02) GPS OBS
 KU4838  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KU4838
 KU4838  HORZ ORDER  -  FIRST
 KU4838  ELLP ORDER  -  FOURTH    CLASS II
 KU4838
 KU4838.The horizontal coordinates were established by GPS observations
 KU4838.and adjusted by the National Geodetic Survey in January 1999..
 KU4838
 KU4838.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4838
 KU4838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4838
 KU4838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4838
 KU4838.The ellipsoidal height was determined by GPS observations
 KU4838.and is referenced to NAD 83.
 KU4838
 KU4838.The geoid height was determined by GEOID03.
 KU4838
 KU4838;                    North         East     Units Scale Factor Converg.
 KU4838;SPC NY L     -    79,764.161   333,069.062   MT  0.99999508   +0 15 23.9
 KU4838;SPC NY L     -   261,692.92  1,092,744.08   sFT  0.99999508   +0 15 23.9
 KU4838;SPC NY E     -   228,082.679   225,203.329   MT  0.99996959   +0 35 02.8
 KU4838;SPC NY E     -   748,301.26    738,854.59   sFT  0.99996959   +0 35 02.8
 KU4838;UTM  18      - 4,526,845.736   617,306.218   MT  0.99976937   +0 54 41.2
 KU4838
 KU4838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4838!SPC NY L     -   0.99999631  x   0.99999508  =   0.99999139
 KU4838!SPC NY E     -   0.99999631  x   0.99996959  =   0.99996590
 KU4838!UTM  18      -   0.99999631  x   0.99976937  =   0.99976568
 KU4838
 KU4838|---------------------------------------------------------------------|
 KU4838| PID    Reference Object                     Distance      Geod. Az  |
 KU4838|                                                           dddmmss.s |
 KU4838| KU4819 09E 23N                             269.256 METERS 18712     |
 KU4838|---------------------------------------------------------------------|
 KU4838
 KU4838                          SUPERSEDED SURVEY CONTROL
 KU4838
 KU4838  ELLIP H (09/01/99)   23.50   (m)                       GP(       ) 4 1
 KU4838  NAD 83(1996)-  40 53 03.46034(N)    073 36 27.48617(W) AD(       ) 1
 KU4838  NAD 83(1992)-  40 53 03.46021(N)    073 36 27.48592(W) AD(       ) 1
 KU4838  NAD 83(1986)-  40 53 03.46099(N)    073 36 27.48775(W) AD(       ) 1
 KU4838  NGVD 29 (03/24/92)   54.8    (m)          180.     (f) GPS OBS        
 KU4838
 KU4838.Superseded values are not recommended for survey control.
 KU4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4838.See file dsdata.txt to determine how the superseded data were derived.
 KU4838
 KU4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1730626846(NAD 83)
 KU4838_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4838_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4838_STAMPING: 09E23NAZ
 KU4838_MARK LOGO: NYDPW 
 KU4838_PROJECTION: RECESSED 8 CENTIMETERS
 KU4838_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4838+STABILITY: POSITION/ELEVATION WELL
 KU4838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4838+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1991
 KU4838_ROD/PIPE-DEPTH: 10.3 meters
 KU4838_SLEEVE-DEPTH  : 1.52 meters
 KU4838
 KU4838  HISTORY     - Date     Condition        Report By
 KU4838  HISTORY     - 1989     MONUMENTED       SBAS
 KU4838  HISTORY     - 19910423 GOOD
 KU4838
 KU4838                          STATION DESCRIPTION
 KU4838
 KU4838'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4838'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, 1040 FEET
 KU4838'(317.0 M) NORTH OF THE CENTERLINE OF OVERLOOK COURT AND 18 FEET
 KU4838'(5.5 M) EAST OF THE CENTERLINE OF OVERLOOK ROAD,IN THE GRASS ADJACENT
 KU4838'TO THE PAVEMENT.
 KU4838'THE LOCATION TIES ARE 164.7 FEET (50.2 M) FROM THE HYDRANT, 17.5 FEET
 KU4838'(5.3 M) FROM THE MANHOLE AND 69.4 FEET (21.2 M) FROM THE NORTH EAST
 KU4838'CORNER OF THE SOUTH STONE PILLAR.
 KU4838
 KU4838                          STATION RECOVERY (1991)
 KU4838
 KU4838'RECOVERED 1991
 KU4838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1080 ***********************************************************************
 KU1080  DESIGNATION -  1
 KU1080  PID         -  KU1080
 KU1080  STATE/COUNTY-  NY/QUEENS
 KU1080  USGS QUAD   -  CENTRAL PARK (1979)
 KU1080
 KU1080                         *CURRENT SURVEY CONTROL
 KU1080  ___________________________________________________________________
 KU1080* NAD 83(1986)-  40 46 18.     (N)    073 52 33.     (W)     SCALED    
 KU1080* NAVD 88     -         9.711  (meters)      31.86   (feet)  ADJUSTED  
 KU1080  ___________________________________________________________________
 KU1080  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU1080  DYNAMIC HT  -           9.708 (meters)      31.85  (feet)  COMP
 KU1080  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 KU1080
 KU1080  VERT ORDER  -  FIRST     CLASS II
 KU1080
 KU1080.The horizontal coordinates were scaled from a topographic map and have
 KU1080.an estimated accuracy of +/- 6 seconds.
 KU1080
 KU1080.The orthometric height was determined by differential leveling
 KU1080.and adjusted by the National Geodetic Survey in June 1991..
 KU1080
 KU1080.The geoid height was determined by GEOID03.
 KU1080
 KU1080.The dynamic height is computed by dividing the NAVD 88
 KU1080.geopotential number by the normal gravity value computed on the
 KU1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1080.degrees latitude (g = 980.6199 gals.).
 KU1080
 KU1080.The modeled gravity was interpolated from observed gravity values.
 KU1080
 KU1080;                    North         East    Units  Estimated Accuracy
 KU1080;SPC NY L     -    67,190.      310,480.      MT  (+/- 180 meters Scaled)
 KU1080
 KU1080                          SUPERSEDED SURVEY CONTROL
 KU1080
 KU1080  NGVD 29 (??/??/92)   10.039  (m)           32.94   (f) ADJ UNCH    1 2
 KU1080
 KU1080.Superseded values are not recommended for survey control.
 KU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1080.See file dsdata.txt to determine how the superseded data were derived.
 KU1080
 KU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL948140(NAD 83)
 KU1080_MARKER: B = BOLT
 KU1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1080_SP_SET: BRIDGE COPING
 KU1080_STAMPING: 1
 KU1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1080
 KU1080  HISTORY     - Date     Condition        Report By
 KU1080  HISTORY     - UNK      MONUMENTED       NYPA
 KU1080  HISTORY     - 1952     GOOD             NGS
 KU1080  HISTORY     - 1957     GOOD             NGS
 KU1080  HISTORY     - 20021001 MARK NOT FOUND   PORANY
 KU1080
 KU1080                          STATION DESCRIPTION
 KU1080
 KU1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1080'AT NEW YORK.
 KU1080'AT NEW YORK, IN BOROUGH OF QUEENS, NEAR ENTRANCE TO LA GUARDIA
 KU1080'FIELD, AT OVERPASS OF 94TH STREET OVER GRAND CENTRAL PARKWAY,
 KU1080'IN THE TOP OF NORTH END OF WEST GRANITE BRIDGE RAILING, 10.3
 KU1080'FEET WEST OF WEST CURB, A 1/2-INCH BRASS BOLT LEADED IN THE
 KU1080'TOP OF GRANITE COPING AND ABOUT 3 FEET ABOVE BRIDGE SIDE WALK.
 KU1080
 KU1080                          STATION RECOVERY (1957)
 KU1080
 KU1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KU1080'RECOVERED IN GOOD CONDITION.
 KU1080
 KU1080                          STATION RECOVERY (2002)
 KU1080
 KU1080'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2002 (SSZ)
 KU1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0034 ***********************************************************************
 OG0034  DESIGNATION -  1
 OG0034  PID         -  OG0034
 OG0034  STATE/COUNTY-  NY/ORLEANS
 OG0034  USGS QUAD   -  ASHWOOD (1950)
 OG0034
 OG0034                         *CURRENT SURVEY CONTROL
 OG0034  ___________________________________________________________________
 OG0034* NAD 83(1986)-  43 21 50.     (N)    078 15 55.     (W)     SCALED    
 OG0034* NAVD 88     -        79.667  (meters)     261.37   (feet)  ADJUSTED  
 OG0034  ___________________________________________________________________
 OG0034  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OG0034  DYNAMIC HT  -          79.651 (meters)     261.32  (feet)  COMP
 OG0034  MODELED GRAV-     980,418.8   (mgal)                       NAVD 88
 OG0034
 OG0034  VERT ORDER  -  FIRST     CLASS II
 OG0034
 OG0034.The horizontal coordinates were scaled from a topographic map and have
 OG0034.an estimated accuracy of +/- 6 seconds.
 OG0034
 OG0034.The orthometric height was determined by differential leveling
 OG0034.and adjusted by the National Geodetic Survey in June 1991..
 OG0034
 OG0034.The geoid height was determined by GEOID03.
 OG0034
 OG0034.The dynamic height is computed by dividing the NAVD 88
 OG0034.geopotential number by the normal gravity value computed on the
 OG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0034.degrees latitude (g = 980.6199 gals.).
 OG0034
 OG0034.The modeled gravity was interpolated from observed gravity values.
 OG0034
 OG0034;                    North         East    Units  Estimated Accuracy
 OG0034;SPC NY W     -   373,640.      375,780.      MT  (+/- 180 meters Scaled)
 OG0034
 OG0034                          SUPERSEDED SURVEY CONTROL
 OG0034
 OG0034  NGVD 29 (??/??/92)   79.847  (m)          261.96   (f) ADJ UNCH    1 2
 OG0034
 OG0034.Superseded values are not recommended for survey control.
 OG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0034.See file dsdata.txt to determine how the superseded data were derived.
 OG0034
 OG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ215048(NAD 83)
 OG0034_MARKER: Z = SEE DESCRIPTION
 OG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0034+STABILITY: SURFACE MOTION
 OG0034
 OG0034  HISTORY     - Date     Condition        Report By
 OG0034  HISTORY     - UNK      MONUMENTED       NYHD
 OG0034  HISTORY     - 1967     GOOD             USLS
 OG0034
 OG0034                          STATION DESCRIPTION
 OG0034
 OG0034'DESCRIBED BY US LAKE SURVEY 1967
 OG0034'IN KUCKVILLE.
 OG0034'A BENCHMARK ESTABLISHED BY THE NEW YORK STATE HIGHWAY DEPT., IS AT
 OG0034'KUCKVILLE, ORLEANS CO., NEW YORK, ABOUT 4 MILES WEST OF OAK ORCHARD
 OG0034'HARBOR, 0.3 MILES NORTH OF INTERSECTION OF ROOSEVELT HIGHWAY, (HWY.
 OG0034'18) AND LAKESIDE ROAD, AT NORTHEAST CORNER OF SMALL BRIDGE OVER A
 OG0034'CREEK, 12 FEET WEST OF CENTERLINE OF LAKESIDE RD., 1.1 FEET SOUTH OF
 OG0034'NORTH FACE EXTENDED AND 0.3 FEET WEST OF WEST FACE OF BRIDGE, 2 FEET
 OG0034'ABOVE THE GROUND, BEING THE HIGHEST POINT ON TOP OF A 3/4-INCH
 OG0034'DIAMETER IRON ROD SET INTO THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1886 ***********************************************************************
 NA1886  DESIGNATION -  1 CRH USGS
 NA1886  PID         -  NA1886
 NA1886  STATE/COUNTY-  NY/BROOME
 NA1886  USGS QUAD   -  BINGHAMTON EAST (1976)
 NA1886
 NA1886                         *CURRENT SURVEY CONTROL
 NA1886  ___________________________________________________________________
 NA1886* NAD 83(1986)-  42 03 42.     (N)    075 48 05.     (W)     SCALED    
 NA1886* NAVD 88     -       264.842  (meters)     868.90   (feet)  ADJUSTED  
 NA1886  ___________________________________________________________________
 NA1886  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 NA1886  DYNAMIC HT  -         264.742 (meters)     868.57  (feet)  COMP
 NA1886  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 NA1886
 NA1886  VERT ORDER  -  FIRST     CLASS II
 NA1886
 NA1886.The horizontal coordinates were scaled from a topographic map and have
 NA1886.an estimated accuracy of +/- 6 seconds.
 NA1886
 NA1886.The orthometric height was determined by differential leveling
 NA1886.and adjusted by the National Geodetic Survey in June 1991..
 NA1886
 NA1886.The geoid height was determined by GEOID03.
 NA1886
 NA1886.The dynamic height is computed by dividing the NAVD 88
 NA1886.geopotential number by the normal gravity value computed on the
 NA1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1886.degrees latitude (g = 980.6199 gals.).
 NA1886
 NA1886.The modeled gravity was interpolated from observed gravity values.
 NA1886
 NA1886;                    North         East    Units  Estimated Accuracy
 NA1886;SPC NY E     -   359,270.       42,290.      MT  (+/- 180 meters Scaled)
 NA1886
 NA1886                          SUPERSEDED SURVEY CONTROL
 NA1886
 NA1886.No superseded survey control is available for this station.
 NA1886
 NA1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM336569(NAD 83)
 NA1886_MARKER: DD = SURVEY DISK
 NA1886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA1886_SP_SET: ABUTMENT
 NA1886_STAMPING: 1 CRH 1968
 NA1886_MARK LOGO: USGS  
 NA1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1886+STABILITY: SURFACE MOTION
 NA1886
 NA1886  HISTORY     - Date     Condition        Report By
 NA1886  HISTORY     - 1968     MONUMENTED       USGS
 NA1886  HISTORY     - 1982     GOOD             NGS
 NA1886
 NA1886                          STATION DESCRIPTION
 NA1886
 NA1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1886'12.3 KM (7.65 MI) NW FROM GREAT BEND PA.
 NA1886'12.3 KM (7.65 MI) NORTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF
 NA1886'PA. STATE HIGHWAY 171 IN GREAT BEND, PA. TO THE MARK ON THE LEFT, IN
 NA1886'TOP OF THE WEST END OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE, 4.90
 NA1886'METERS (16.0 FT) WEST OF THE CENTER LINE OF THE HIGHWAY.
 NA1886'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1587 ***********************************************************************
 NB1587  DESIGNATION -  1 GAGING STATION USGS
 NB1587  PID         -  NB1587
 NB1587  STATE/COUNTY-  NY/CHEMUNG
 NB1587  USGS QUAD   -  WELLSBURG (1969)
 NB1587
 NB1587                         *CURRENT SURVEY CONTROL
 NB1587  ___________________________________________________________________
 NB1587* NAD 83(1986)-  42 00 09.     (N)    076 38 08.     (W)     SCALED    
 NB1587* NAVD 88     -       247.139  (meters)     810.82   (feet)  ADJUSTED  
 NB1587  ___________________________________________________________________
 NB1587  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NB1587  DYNAMIC HT  -         247.042 (meters)     810.50  (feet)  COMP
 NB1587  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 NB1587
 NB1587  VERT ORDER  -  FIRST     CLASS II
 NB1587
 NB1587.The horizontal coordinates were scaled from a topographic map and have
 NB1587.an estimated accuracy of +/- 6 seconds.
 NB1587
 NB1587.The orthometric height was determined by differential leveling
 NB1587.and adjusted by the National Geodetic Survey in June 1991..
 NB1587
 NB1587.The geoid height was determined by GEOID03.
 NB1587
 NB1587.The dynamic height is computed by dividing the NAVD 88
 NB1587.geopotential number by the normal gravity value computed on the
 NB1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1587.degrees latitude (g = 980.6199 gals.).
 NB1587
 NB1587.The modeled gravity was interpolated from observed gravity values.
 NB1587
 NB1587;                    North         East    Units  Estimated Accuracy
 NB1587;SPC NY C     -   222,370.      245,670.      MT  (+/- 180 meters Scaled)
 NB1587
 NB1587                          SUPERSEDED SURVEY CONTROL
 NB1587
 NB1587.No superseded survey control is available for this station.
 NB1587
 NB1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM645513(NAD 83)
 NB1587_MARKER: DD = SURVEY DISK
 NB1587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1587_SP_SET: BRIDGE ABUTMENT
 NB1587_STAMPING: 1 GAGING STATION
 NB1587_MARK LOGO: USGS  
 NB1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1587
 NB1587  HISTORY     - Date     Condition        Report By
 NB1587  HISTORY     - UNK      MONUMENTED       USGS
 NB1587  HISTORY     - 1982     GOOD             NGS
 NB1587  HISTORY     - 1988     GOOD             USPSQD
 NB1587
 NB1587                          STATION DESCRIPTION
 NB1587
 NB1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1587'8.75 KM (5.45 MI) EAST FROM WELLSBURG.
 NB1587'8.75 KM (5.45 MI) EAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 NB1587'STATE HIGHWAY 367 S IN WELLSBURG, TO THE MARK ON THE LEFT, IN TOP OF
 NB1587'THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE OVER
 NB1587'CHEMUNG RIVER, 52.55 METERS (172.4 FT) NORTHEAST OF THE CENTER LINE OF
 NB1587'THE HIGHWAY, 7.12 METERS (23.4 FT) NORTHWEST OF THE CENTER LINE OF A
 NB1587'PAVED ROAD LEADING NORTHEAST.
 NB1587'THE MARK IS 0.30 M ABOVE HIGHWAY.
 NB1587
 NB1587                          STATION RECOVERY (1988)
 NB1587
 NB1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1619 ***********************************************************************
 NB1619  DESIGNATION -  1 NYDPW
 NB1619  PID         -  NB1619
 NB1619  STATE/COUNTY-  NY/CHEMUNG
 NB1619  USGS QUAD   -  VAN ETTEN (1969)
 NB1619
 NB1619                         *CURRENT SURVEY CONTROL
 NB1619  ___________________________________________________________________
 NB1619* NAD 83(1986)-  42 13 11.     (N)    076 35 59.     (W)     SCALED    
 NB1619* NAVD 88     -       312.968  (meters)    1026.80   (feet)  ADJUSTED  
 NB1619  ___________________________________________________________________
 NB1619  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NB1619  DYNAMIC HT  -         312.851 (meters)    1026.41  (feet)  COMP
 NB1619  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 NB1619
 NB1619  VERT ORDER  -  FIRST     CLASS II
 NB1619
 NB1619.The horizontal coordinates were scaled from a topographic map and have
 NB1619.an estimated accuracy of +/- 6 seconds.
 NB1619
 NB1619.The orthometric height was determined by differential leveling
 NB1619.and adjusted by the National Geodetic Survey in June 1991..
 NB1619
 NB1619.The geoid height was determined by GEOID03.
 NB1619
 NB1619.The dynamic height is computed by dividing the NAVD 88
 NB1619.geopotential number by the normal gravity value computed on the
 NB1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1619.degrees latitude (g = 980.6199 gals.).
 NB1619
 NB1619.The modeled gravity was interpolated from observed gravity values.
 NB1619
 NB1619;                    North         East    Units  Estimated Accuracy
 NB1619;SPC NY C     -   246,500.      248,650.      MT  (+/- 180 meters Scaled)
 NB1619
 NB1619                          SUPERSEDED SURVEY CONTROL
 NB1619
 NB1619.No superseded survey control is available for this station.
 NB1619
 NB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM679754(NAD 83)
 NB1619_MARKER: DD = SURVEY DISK
 NB1619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1619_SP_SET: BRIDGE ABUTMENT
 NB1619_STAMPING: 1
 NB1619_MARK LOGO: NYDPW 
 NB1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1619
 NB1619  HISTORY     - Date     Condition        Report By
 NB1619  HISTORY     - UNK      MONUMENTED       NYDPW
 NB1619  HISTORY     - 1982     GOOD             NGS
 NB1619  HISTORY     - 1988     GOOD             USPSQD
 NB1619  HISTORY     - 1989     GOOD             USPSQD
 NB1619
 NB1619                          STATION DESCRIPTION
 NB1619
 NB1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1619'5.0 KM (3.10 MI) WEST FROM VAN ETTEN.
 NB1619'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 224 FROM THE
 NB1619'JUNCTION OF STATE HIGHWAY 34 IN VAN ETTEN, THENCE 0.3 KM
 NB1619'(0.2 MI) WEST ALONG STATE HIGHWAY 223 TO THE MARK ON THE
 NB1619'LEFT, AT THE SOUTHWEST ABUTMENT OF A HIGHWAY BRIDGE OVER
 NB1619'CAYUTA CREEK, 5.55 METERS (18.2 FT) SOUTH OF THE CENTERLINE
 NB1619'OF THE HIGHWAY, 0.85 METER (2.8 FT) SOUTH OF THE EAST END
 NB1619'OF A STEEL GUARDRAIL.
 NB1619'THE MARK IS 0.85 METERS  E FROM A WITNESS POST.
 NB1619'THE MARK IS 0.15 M ABOVE HIGHWAY.
 NB1619
 NB1619                          STATION RECOVERY (1988)
 NB1619
 NB1619'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1619'RECOVERED IN GOOD CONDITION.
 NB1619
 NB1619                          STATION RECOVERY (1989)
 NB1619
 NB1619'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1457 ***********************************************************************
 LX1457  DESIGNATION -  1 R=SERIAL 1602
 LX1457  PID         -  LX1457
 LX1457  STATE/COUNTY-  NY/DUTCHESS
 LX1457  USGS QUAD   -  KINGSTON EAST (1980)
 LX1457
 LX1457                         *CURRENT SURVEY CONTROL
 LX1457  ___________________________________________________________________
 LX1457* NAD 83(1986)-  41 55 09.     (N)    073 57 11.     (W)     SCALED    
 LX1457* NAVD 88     -         3.203  (meters)      10.51   (feet)  ADJUSTED  
 LX1457  ___________________________________________________________________
 LX1457  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX1457  DYNAMIC HT  -           3.202 (meters)      10.51  (feet)  COMP
 LX1457  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LX1457
 LX1457  VERT ORDER  -  FIRST     CLASS II
 LX1457
 LX1457.The horizontal coordinates were scaled from a topographic map and have
 LX1457.an estimated accuracy of +/- 6 seconds.
 LX1457
 LX1457.The orthometric height was determined by differential leveling
 LX1457.and adjusted by the National Geodetic Survey in June 1991..
 LX1457.WARNING-Repeat measurements at this control monument indicate possible
 LX1457.vertical movement.
 LX1457
 LX1457.The geoid height was determined by GEOID03.
 LX1457
 LX1457.The dynamic height is computed by dividing the NAVD 88
 LX1457.geopotential number by the normal gravity value computed on the
 LX1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1457.degrees latitude (g = 980.6199 gals.).
 LX1457
 LX1457.The modeled gravity was interpolated from observed gravity values.
 LX1457
 LX1457;                    North         East    Units  Estimated Accuracy
 LX1457;SPC NY E     -   342,770.      195,370.      MT  (+/- 180 meters Scaled)
 LX1457
 LX1457                          SUPERSEDED SURVEY CONTROL
 LX1457
 LX1457  NGVD 29 (??/??/92)    3.450  (m)           11.32   (f) ADJ UNCH    1 2
 LX1457
 LX1457.Superseded values are not recommended for survey control.
 LX1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1457.See file dsdata.txt to determine how the superseded data were derived.
 LX1457
 LX1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM868413(NAD 83)
 LX1457_MARKER: Q = CHISELED SQUARE
 LX1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1457_SP_SET: CONCRETE PAVEMENT
 LX1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1457
 LX1457  HISTORY     - Date     Condition        Report By
 LX1457  HISTORY     - UNK      MONUMENTED       DOD
 LX1457  HISTORY     - 1955     GOOD             NGS
 LX1457
 LX1457                          STATION DESCRIPTION
 LX1457
 LX1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1457'AT RHINECLIFF.
 LX1457'AT RHINECLIFF, ALONG THE NEW YORK CENTRAL RAILROAD, JUST SOUTH
 LX1457'OF THE STATION, A 1 1/2-INCH OUTLINED SQUARE ON THE TOP OF
 LX1457'CONCRETE PAVEMENT OF WESTERLY OF TWO RAILROAD STATION SHEDS,
 LX1457'13 FEET EAST OF EAST RAIL OF THE WEST ONE OF FOUR TRACKS, 105 1/2
 LX1457'FEET NORTH OF SOUTH END OF CONCRETE PLATFORM, 1.7 FEET SOUTH
 LX1457'OF THE 6TH STATION SHED POST NORTH OF SOUTH END OF SHED AND
 LX1457'ABOUT 1/2 FOOT ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0694 ***********************************************************************
 NC0694  DESIGNATION -  1 USE
 NC0694  PID         -  NC0694
 NC0694  STATE/COUNTY-  NY/ERIE
 NC0694  USGS QUAD   -  BUFFALO NW (1965)
 NC0694
 NC0694                         *CURRENT SURVEY CONTROL
 NC0694  ___________________________________________________________________
 NC0694* NAD 83(1986)-  42 54 48.     (N)    078 54 12.     (W)     SCALED    
 NC0694* NAVD 88     -       174.866  (meters)     573.71   (feet)  ADJUSTED  
 NC0694  ___________________________________________________________________
 NC0694  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NC0694  DYNAMIC HT  -         174.820 (meters)     573.56  (feet)  COMP
 NC0694  MODELED GRAV-     980,354.8   (mgal)                       NAVD 88
 NC0694
 NC0694  VERT ORDER  -  FIRST     CLASS 0
 NC0694
 NC0694.The horizontal coordinates were scaled from a topographic map and have
 NC0694.an estimated accuracy of +/- 6 seconds.
 NC0694
 NC0694.The orthometric height was determined by differential leveling
 NC0694.and adjusted by the National Geodetic Survey in June 1991..
 NC0694
 NC0694.The geoid height was determined by GEOID03.
 NC0694
 NC0694.The dynamic height is computed by dividing the NAVD 88
 NC0694.geopotential number by the normal gravity value computed on the
 NC0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0694.degrees latitude (g = 980.6199 gals.).
 NC0694
 NC0694.The modeled gravity was interpolated from observed gravity values.
 NC0694
 NC0694;                    North         East    Units  Estimated Accuracy
 NC0694;SPC NY W     -   323,590.      323,870.      MT  (+/- 180 meters Scaled)
 NC0694
 NC0694                          SUPERSEDED SURVEY CONTROL
 NC0694
 NC0694  NGVD 29 (??/??/92)  175.028  (m)          574.24   (f) ADJ UNCH    1 0
 NC0694
 NC0694.Superseded values are not recommended for survey control.
 NC0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0694.See file dsdata.txt to determine how the superseded data were derived.
 NC0694
 NC0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH711533(NAD 83)
 NC0694_MARKER: DB = BENCH MARK DISK
 NC0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0694_SP_SET: BULKHEAD
 NC0694_STAMPING: 1
 NC0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0694
 NC0694  HISTORY     - Date     Condition        Report By
 NC0694  HISTORY     - UNK      MONUMENTED       USE
 NC0694  HISTORY     - 1977     GOOD             NGS
 NC0694
 NC0694                          STATION DESCRIPTION
 NC0694
 NC0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0694'2.0 MI NW FROM BUFFALO.
 NC0694'AT BUFFALO, LOCATED AT THE EXTREME SOUTHWEST END OF SQUAW ISLAND,
 NC0694'SET IN THE CONCRETE BULKHEAD LOCATED ON THE NIAGARA RIVER SIDE,
 NC0694'4.0 FEET WEST OF A 3 FOOT HIGH STONE WALL, 13.0 FEET FROM THE
 NC0694'SOUTH CORNER OF THE MOST SOUTHERLY ON SQUAW ISLAND, 1.3 FEET FROM
 NC0694'EAST FACE OF BULKHEAD, 99.7 FEET EAST OF CORP OF ENGINEERS DISK
 NC0694'STAMPED ROW E F K 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1779 ***********************************************************************
 KU1779  DESIGNATION -  1 USN
 KU1779  PID         -  KU1779
 KU1779  STATE/COUNTY-  NY/KINGS
 KU1779  USGS QUAD   -  BROOKLYN (1979)
 KU1779
 KU1779                         *CURRENT SURVEY CONTROL
 KU1779  ___________________________________________________________________
 KU1779* NAD 83(1986)-  40 42 06.     (N)    073 58 38.     (W)     SCALED    
 KU1779* NAVD 88     -         2.275  (meters)       7.46   (feet)  ADJUSTED  
 KU1779  ___________________________________________________________________
 KU1779  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1779  DYNAMIC HT  -           2.274 (meters)       7.46  (feet)  COMP
 KU1779  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 KU1779
 KU1779  VERT ORDER  -  FIRST     CLASS II
 KU1779
 KU1779.The horizontal coordinates were scaled from a topographic map and have
 KU1779.an estimated accuracy of +/- 6 seconds.
 KU1779
 KU1779.The orthometric height was determined by differential leveling
 KU1779.and adjusted by the National Geodetic Survey in June 1991..
 KU1779
 KU1779.The geoid height was determined by GEOID03.
 KU1779
 KU1779.The dynamic height is computed by dividing the NAVD 88
 KU1779.geopotential number by the normal gravity value computed on the
 KU1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1779.degrees latitude (g = 980.6199 gals.).
 KU1779
 KU1779.The modeled gravity was interpolated from observed gravity values.
 KU1779
 KU1779;                    North         East    Units  Estimated Accuracy
 KU1779;SPC NY L     -    59,410.      301,930.      MT  (+/- 180 meters Scaled)
 KU1779
 KU1779                          SUPERSEDED SURVEY CONTROL
 KU1779
 KU1779  NGVD 29 (??/??/92)    2.612  (m)            8.57   (f) ADJ UNCH    1 2
 KU1779
 KU1779.Superseded values are not recommended for survey control.
 KU1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1779.See file dsdata.txt to determine how the superseded data were derived.
 KU1779
 KU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL864061(NAD 83)
 KU1779_MARKER: Q = CHISELED SQUARE
 KU1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1779_SP_SET: DOOR SILL
 KU1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1779
 KU1779  HISTORY     - Date     Condition        Report By
 KU1779  HISTORY     - UNK      MONUMENTED       DOD
 KU1779  HISTORY     - 1952     GOOD             NGS
 KU1779
 KU1779                          STATION DESCRIPTION
 KU1779
 KU1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1779'AT NEW YORK.
 KU1779'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD AT
 KU1779'DOCK AND SECOND STREETS, IN THE TOP OF NORTHEAST END OF STONE
 KU1779'DOOR SILL OF NORTHWEST ENTRANCE TO BUILDING NO. 10, 27.2 FEET
 KU1779'SOUTHWEST OF NORTH CORNER OF BUILDING AND ABOVT LEVEL WITH THE
 KU1779'SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1731 ***********************************************************************
 NB1731  DESIGNATION -  1 WELLSVILLE
 NB1731  PID         -  NB1731
 NB1731  STATE/COUNTY-  NY/ALLEGANY
 NB1731  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1731
 NB1731                         *CURRENT SURVEY CONTROL
 NB1731  ___________________________________________________________________
 NB1731* NAD 83(1986)-  42 07 20.     (N)    077 56 55.     (W)     SCALED    
 NB1731* NAVD 88     -       462.203  (meters)    1516.41   (feet)  ADJUSTED  
 NB1731  ___________________________________________________________________
 NB1731  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NB1731  DYNAMIC HT  -         462.026 (meters)    1515.83  (feet)  COMP
 NB1731  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 NB1731
 NB1731  VERT ORDER  -  FIRST     CLASS II
 NB1731
 NB1731.The horizontal coordinates were scaled from a topographic map and have
 NB1731.an estimated accuracy of +/- 6 seconds.
 NB1731
 NB1731.The orthometric height was determined by differential leveling
 NB1731.and adjusted by the National Geodetic Survey in June 1991..
 NB1731
 NB1731.The geoid height was determined by GEOID03.
 NB1731
 NB1731.The dynamic height is computed by dividing the NAVD 88
 NB1731.geopotential number by the normal gravity value computed on the
 NB1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1731.degrees latitude (g = 980.6199 gals.).
 NB1731
 NB1731.The modeled gravity was interpolated from observed gravity values.
 NB1731
 NB1731;                    North         East    Units  Estimated Accuracy
 NB1731;SPC NY W     -   235,860.      402,480.      MT  (+/- 180 meters Scaled)
 NB1731
 NB1731                          SUPERSEDED SURVEY CONTROL
 NB1731
 NB1731.No superseded survey control is available for this station.
 NB1731
 NB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM562675(NAD 83)
 NB1731_MARKER: R = RIVET
 NB1731_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NB1731_SP_SET: BUILDING FOUNDATION
 NB1731_STAMPING: 1
 NB1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1731+STABILITY: POSITION/ELEVATION WELL
 NB1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1731+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 NB1731
 NB1731  HISTORY     - Date     Condition        Report By
 NB1731  HISTORY     - UNK      MONUMENTED       LOCENG
 NB1731  HISTORY     - 1983     GOOD             NGS
 NB1731  HISTORY     - 20040626 GOOD             USPSQD
 NB1731
 NB1731                          STATION DESCRIPTION
 NB1731
 NB1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1731'IN WELLSVILLE.
 NB1731'IN WELLSVILLE, AT THE VILLAGE MUNICIPAL BUILDING, LOCATED AT THE
 NB1731'JUNCTION OF NORTH MAIN AND JEFFERSON STREETS, IN TOP OF THE BASE OF
 NB1731'THE NORTHWEST ENTRANCE COLUMN, THIS MARK WAS ESTABLISHED BY THE
 NB1731'VILLAGE OF WELLSVILLE, IT IS A STAINLESS STEEL RIVET, 8.22 METERS
 NB1731'(27.0 FT) NORTHEAST OF THE NORTHEAST CURB OF MAIN STREET, 7.31 METERS
 NB1731'(24.0 FT) NORTHWEST OF THE NORTHWEST CURB OF JEFFERSON STREET,
 NB1731'0.18 METER (0.6 FT) NORTHWEST OF THE SOUTH CORNER OF THE BASE OF THE
 NB1731'COLUMN, 0.18 METER (0.6 FT) DIRECTLY BELOW BENCH MARK PTS 29 USGS.
 NB1731'THE MARK IS 0.82 M ABOVE SIDEWALK.
 NB1731
 NB1731                          STATION RECOVERY (2004)
 NB1731
 NB1731'RECOVERY NOTE BY US POWER SQUADRON 2004 (SFG)
 NB1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1714 ***********************************************************************
 NB1714  DESIGNATION -  1 X NYDPW
 NB1714  PID         -  NB1714
 NB1714  STATE/COUNTY-  NY/STEUBEN
 NB1714  USGS QUAD   -  CANISTEO (1978)
 NB1714
 NB1714                         *CURRENT SURVEY CONTROL
 NB1714  ___________________________________________________________________
 NB1714* NAD 83(1986)-  42 16 35.     (N)    077 36 06.     (W)     SCALED    
 NB1714* NAVD 88     -       345.792  (meters)    1134.49   (feet)  ADJUSTED  
 NB1714  ___________________________________________________________________
 NB1714  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NB1714  DYNAMIC HT  -         345.663 (meters)    1134.06  (feet)  COMP
 NB1714  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 NB1714
 NB1714  VERT ORDER  -  FIRST     CLASS II
 NB1714
 NB1714.The horizontal coordinates were scaled from a topographic map and have
 NB1714.an estimated accuracy of +/- 6 seconds.
 NB1714
 NB1714.The orthometric height was determined by differential leveling
 NB1714.and adjusted by the National Geodetic Survey in June 1991..
 NB1714
 NB1714.The geoid height was determined by GEOID03.
 NB1714
 NB1714.The dynamic height is computed by dividing the NAVD 88
 NB1714.geopotential number by the normal gravity value computed on the
 NB1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1714.degrees latitude (g = 980.6199 gals.).
 NB1714
 NB1714.The modeled gravity was interpolated from observed gravity values.
 NB1714
 NB1714;                    North         East    Units  Estimated Accuracy
 NB1714;SPC NY C     -   253,290.      166,000.      MT  (+/- 180 meters Scaled)
 NB1714
 NB1714                          SUPERSEDED SURVEY CONTROL
 NB1714
 NB1714.No superseded survey control is available for this station.
 NB1714
 NB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM854837(NAD 83)
 NB1714_MARKER: DD = SURVEY DISK
 NB1714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1714_SP_SET: ABUTMENT
 NB1714_STAMPING: 1 X
 NB1714_MARK LOGO: NYDPW 
 NB1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1714
 NB1714  HISTORY     - Date     Condition        Report By
 NB1714  HISTORY     - UNK      MONUMENTED       NYDPW
 NB1714  HISTORY     - 1983     GOOD             NGS
 NB1714
 NB1714                          STATION DESCRIPTION
 NB1714
 NB1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1714'0.7 KM (0.45 MI) NORTH FROM CANISTEO.
 NB1714'0.7 KM (0.45 MI) NORTH ALONG DEPOT STREET FROM THE POST OFFICE IN
 NB1714'CANISTEO TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST END OF THE
 NB1714'SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE CANISTEO RIVER, 5.49 METERS
 NB1714'(18.0 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 0.30 METER
 NB1714'(1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT.
 NB1714'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0032 ***********************************************************************
 OG0032  DESIGNATION -  10
 OG0032  PID         -  OG0032
 OG0032  STATE/COUNTY-  NY/ORLEANS
 OG0032  USGS QUAD   -  KENT (1978)
 OG0032
 OG0032                         *CURRENT SURVEY CONTROL
 OG0032  ___________________________________________________________________
 OG0032* NAD 83(1986)-  43 21 37.     (N)    078 14 01.     (W)     SCALED    
 OG0032* NAVD 88     -        85.160  (meters)     279.40   (feet)  ADJUSTED  
 OG0032  ___________________________________________________________________
 OG0032  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OG0032  DYNAMIC HT  -          85.143 (meters)     279.34  (feet)  COMP
 OG0032  MODELED GRAV-     980,414.3   (mgal)                       NAVD 88
 OG0032
 OG0032  VERT ORDER  -  FIRST     CLASS II
 OG0032
 OG0032.The horizontal coordinates were scaled from a topographic map and have
 OG0032.an estimated accuracy of +/- 6 seconds.
 OG0032
 OG0032.The orthometric height was determined by differential leveling
 OG0032.and adjusted by the National Geodetic Survey in June 1991..
 OG0032
 OG0032.The geoid height was determined by GEOID03.
 OG0032
 OG0032.The dynamic height is computed by dividing the NAVD 88
 OG0032.geopotential number by the normal gravity value computed on the
 OG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0032.degrees latitude (g = 980.6199 gals.).
 OG0032
 OG0032.The modeled gravity was interpolated from observed gravity values.
 OG0032
 OG0032;                    North         East    Units  Estimated Accuracy
 OG0032;SPC NY W     -   373,250.      378,350.      MT  (+/- 180 meters Scaled)
 OG0032
 OG0032                          SUPERSEDED SURVEY CONTROL
 OG0032
 OG0032  NGVD 29 (??/??/92)   85.33   (m)          280.0    (f) COMPUTED    1 2
 OG0032
 OG0032.Superseded values are not recommended for survey control.
 OG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0032.See file dsdata.txt to determine how the superseded data were derived.
 OG0032
 OG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ241045(NAD 83)
 OG0032_MARKER: Z = SEE DESCRIPTION
 OG0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0032_SP_SET: CULVERT
 OG0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0032
 OG0032  HISTORY     - Date     Condition        Report By
 OG0032  HISTORY     - UNK      MONUMENTED       NYHD
 OG0032  HISTORY     - 1967     GOOD             USLS
 OG0032
 OG0032                          STATION DESCRIPTION
 OG0032
 OG0032'DESCRIBED BY US LAKE SURVEY 1967
 OG0032'2 MI W FROM OAK ORCHARD HARBOR.
 OG0032'A BENCHMARK ESTABLISHED BY THE NEW YORK STATE HIGHWAY DEPT., IS IN
 OG0032'ORLEANS COUNTY, NEW YORK ABOUT 2 MILES WEST OF OAK ORCHARD HARBOR,
 OG0032'1.1 MILES EAST OF INTERSECTION OF ROOSEVELT HWY, (HWY. 18) AND
 OG0032'WATERPORT ROAD, (HWY. 279), 27 FEET SOUTH OF CENTERLINE OF ROOSEVELT
 OG0032'HIGHWAY, 1.3 FEET SOUTH OF NORTH FACE AND ON SOUTHEAST CORNER OF
 OG0032'CONCRETE CULVERT, 2 FEET ABOVE THE GROUND, BEING HIGHEST POINT IN A
 OG0032'2-INCH SQUARE FORMED BY TWO CHISILED LINES AND THE EDGES OF THE
 OG0032'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0816 ***********************************************************************
 PH0816  DESIGNATION -  10
 PH0816  PID         -  PH0816
 PH0816  STATE/COUNTY-  NY/ST LAWRENCE
 PH0816  USGS QUAD   -  MORRISBURG (1964)
 PH0816
 PH0816                         *CURRENT SURVEY CONTROL
 PH0816  ___________________________________________________________________
 PH0816* NAD 83(1986)-  44 53 08.     (N)    075 09 17.     (W)     SCALED    
 PH0816* NAVD 88     -        71.95   (+/-2cm)     236.1    (feet)  VERTCON   
 PH0816  ___________________________________________________________________
 PH0816  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 PH0816
 PH0816  VERT ORDER  -  ? (See Below)
 PH0816
 PH0816.The horizontal coordinates were scaled from a topographic map and have
 PH0816.an estimated accuracy of +/- 6 seconds.
 PH0816
 PH0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0816.The vertical order pertains to the NGVD 29 superseded value.
 PH0816
 PH0816.The geoid height was determined by GEOID03.
 PH0816
 PH0816;                    North         East    Units  Estimated Accuracy
 PH0816;SPC NY E     -   672,370.       98,280.      MT  (+/- 180 meters Scaled)
 PH0816
 PH0816                          SUPERSEDED SURVEY CONTROL
 PH0816
 PH0816  NGVD 29 (??/??/92)   72.071  (m)          236.45   (f) ADJ UNCH    ?  
 PH0816
 PH0816.Superseded values are not recommended for survey control.
 PH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0816.See file dsdata.txt to determine how the superseded data were derived.
 PH0816
 PH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ877702(NAD 83)
 PH0816_MARKER: B = BOLT
 PH0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0816+STABILITY: SURFACE MOTION
 PH0816
 PH0816  HISTORY     - Date     Condition        Report By
 PH0816  HISTORY     - UNK      MONUMENTED       USLS
 PH0816  HISTORY     - 1934     GOOD             NGS
 PH0816
 PH0816                          STATION DESCRIPTION
 PH0816
 PH0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0816'2.4 MI NE FROM WADDINGTON.
 PH0816'ABOUT 2.4 MILES NORTHEAST OF WADDINGTON, ST. LAWRENCE COUNTY, ON STATE
 PH0816'HIGHWAY 37, ABOUT 136 FEET NORTH OF THE NORTHEAST CORNER OF THE HANES
 PH0816'AND HANSON HOUSE, 73 FEET EAST OF THE EAST EDGE OF THE HEAD WALL OF A
 PH0816'CULVERT, 13 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT, 64 FEET
 PH0816'NORTH OF A 36-INCH MAPLE TREE, 22 FEET SOUTHEAST OF A
 PH0816'TRIANGULAR-BLAZED 39-INCH ELM TREE, AND 19 FEET SOUTH OF A FENCE
 PH0816'CORNER.  THE TOP OF A 1/4-INCH BRASS BOLT SET IN THE TOP OF A CONCRETE
 PH0816'POST AND PROJECTING ABOUT 3/4 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0417 ***********************************************************************
 KV0417  DESIGNATION -  10 BOR
 KV0417  PID         -  KV0417
 KV0417  STATE/COUNTY-  NY/RICHMOND
 KV0417  USGS QUAD   -  JERSEY CITY (1981)
 KV0417
 KV0417                         *CURRENT SURVEY CONTROL
 KV0417  ___________________________________________________________________
 KV0417* NAD 83(1986)-  40 37 47.     (N)    074 04 36.     (W)     SCALED    
 KV0417* NAVD 88     -         3.803  (meters)      12.48   (feet)  ADJUSTED  
 KV0417  ___________________________________________________________________
 KV0417  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0417  DYNAMIC HT  -           3.802 (meters)      12.47  (feet)  COMP
 KV0417  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 KV0417
 KV0417  VERT ORDER  -  FIRST     CLASS II
 KV0417
 KV0417.The horizontal coordinates were scaled from a topographic map and have
 KV0417.an estimated accuracy of +/- 6 seconds.
 KV0417
 KV0417.The orthometric height was determined by differential leveling
 KV0417.and adjusted by the National Geodetic Survey in June 1991..
 KV0417
 KV0417.The geoid height was determined by GEOID03.
 KV0417
 KV0417.The dynamic height is computed by dividing the NAVD 88
 KV0417.geopotential number by the normal gravity value computed on the
 KV0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0417.degrees latitude (g = 980.6199 gals.).
 KV0417
 KV0417.The modeled gravity was interpolated from observed gravity values.
 KV0417
 KV0417;                    North         East    Units  Estimated Accuracy
 KV0417;SPC NY L     -    51,420.      293,510.      MT  (+/- 180 meters Scaled)
 KV0417
 KV0417                          SUPERSEDED SURVEY CONTROL
 KV0417
 KV0417  NGVD 29 (04/16/92)    4.140  (m)           13.58   (f) ADJUSTED    1 2
 KV0417
 KV0417.Superseded values are not recommended for survey control.
 KV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0417.See file dsdata.txt to determine how the superseded data were derived.
 KV0417
 KV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK780980(NAD 83)
 KV0417_MARKER: O = CHISELED CIRCLE
 KV0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0417_SP_SET: DOOR SILL
 KV0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0417
 KV0417  HISTORY     - Date     Condition        Report By
 KV0417  HISTORY     - 1952     MONUMENTED       NY-085
 KV0417  HISTORY     - 1952     GOOD             CGS
 KV0417  HISTORY     - 19970121 GOOD             USPSQD
 KV0417
 KV0417                          STATION DESCRIPTION
 KV0417
 KV0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0417'AT STATEN ISLAND.
 KV0417'ON STATEN ISLAND, AT STAPLETON, AT THE JUNCTION OF BAY AND SAND
 KV0417'STREETS, AN OUTLINE CIRCLE ON THE SOUTH END OF GRANITE WATER
 KV0417'TABLE FLUSH WITH DOOR SILL OF SECOND ENTRANCE SOUTH OF SAND
 KV0417'STREET, 14 FEET WEST OF WEST CURB OF BAY STREET, 57 FEET SOUTH
 KV0417'OF SOUTH CURB OF SAND STREET AND ABOUT 1.3 FEET ABOVE SIDE WALK.
 KV0417
 KV0417                          STATION RECOVERY (1997)
 KV0417
 KV0417'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4545 ***********************************************************************
 KU4545  DESIGNATION -  10 E 13 N AZ MK
 KU4545  PID         -  KU4545
 KU4545  STATE/COUNTY-  NY/NASSAU
 KU4545  USGS QUAD   -  FREEPORT (1979)
 KU4545
 KU4545                         *CURRENT SURVEY CONTROL
 KU4545  ___________________________________________________________________
 KU4545* NAD 83(1996)-  40 44 27.94834(N)    073 35 34.21465(W)     ADJUSTED  
 KU4545* NAVD 88     -        30.213  (meters)      99.12   (feet)  ADJUSTED  
 KU4545  ___________________________________________________________________
 KU4545  X           -   1,366,944.667 (meters)                     COMP
 KU4545  Y           -  -4,642,336.829 (meters)                     COMP
 KU4545  Z           -   4,140,680.822 (meters)                     COMP
 KU4545  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KU4545  ELLIP HEIGHT-          -1.15  (meters)          (12/03/02) GPS OBS
 KU4545  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4545  DYNAMIC HT  -          30.201 (meters)      99.08  (feet)  COMP
 KU4545  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 KU4545
 KU4545  HORZ ORDER  -  FIRST
 KU4545  VERT ORDER  -  THIRD
 KU4545  ELLP ORDER  -  FOURTH    CLASS II
 KU4545
 KU4545.The horizontal coordinates were established by GPS observations
 KU4545.and adjusted by the National Geodetic Survey in January 1999..
 KU4545
 KU4545.The orthometric height was determined by differential leveling
 KU4545.and adjusted by the National Geodetic Survey in August 1995..
 KU4545
 KU4545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4545
 KU4545.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4545
 KU4545.The ellipsoidal height was determined by GPS observations
 KU4545.and is referenced to NAD 83.
 KU4545
 KU4545.The geoid height was determined by GEOID03.
 KU4545
 KU4545.The dynamic height is computed by dividing the NAVD 88
 KU4545.geopotential number by the normal gravity value computed on the
 KU4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4545.degrees latitude (g = 980.6199 gals.).
 KU4545
 KU4545.The modeled gravity was interpolated from observed gravity values.
 KU4545
 KU4545;                    North         East     Units Scale Factor Converg.
 KU4545;SPC NY L     -    63,868.033   334,390.159   MT  0.99999670   +0 15 58.7
 KU4545;SPC NY L     -   209,540.37  1,097,078.38   sFT  0.99999670   +0 15 58.7
 KU4545;UTM  18      - 4,510,969.264   618,808.194   MT  0.99977374   +0 55 06.5
 KU4545
 KU4545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4545!SPC NY L     -   1.00000018  x   0.99999670  =   0.99999688
 KU4545!UTM  18      -   1.00000018  x   0.99977374  =   0.99977392
 KU4545
 KU4545|---------------------------------------------------------------------|
 KU4545| PID    Reference Object                     Distance      Geod. Az  |
 KU4545|                                                           dddmmss.s |
 KU4545| KU4848 10E 13N                             227.912 METERS 01656     |
 KU4545|---------------------------------------------------------------------|
 KU4545
 KU4545                          SUPERSEDED SURVEY CONTROL
 KU4545
 KU4545  ELLIP H (01/11/99)   -1.15   (m)                       GP(       ) 4 1
 KU4545  NAD 83(1996)-  40 44 27.95142(N)    073 35 34.21350(W) AD(       ) 1
 KU4545  NAD 83(1992)-  40 44 27.95130(N)    073 35 34.21328(W) AD(       ) 1
 KU4545  NAD 83(1986)-  40 44 27.95190(N)    073 35 34.21449(W) AD(       ) 1
 KU4545  NGVD 29 (03/24/92)   30.57   (m)          100.3    (f) LEVELING    3  
 KU4545
 KU4545.Superseded values are not recommended for survey control.
 KU4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4545.See file dsdata.txt to determine how the superseded data were derived.
 KU4545
 KU4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1880810969(NAD 83)
 KU4545_MARKER: DD = SURVEY DISK
 KU4545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4545_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4545_STAMPING: 10E13NAZ
 KU4545_MARK LOGO: NY-059
 KU4545_PROJECTION: RECESSED 8 CENTIMETERS
 KU4545_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4545+STABILITY: POSITION/ELEVATION WELL
 KU4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4545+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1990
 KU4545_ROD/PIPE-DEPTH: 20.6 meters
 KU4545_SLEEVE-DEPTH  : 1.52 meters
 KU4545
 KU4545  HISTORY     - Date     Condition        Report By
 KU4545  HISTORY     - 1989     MONUMENTED       SBAS
 KU4545  HISTORY     - 19901022 GOOD
 KU4545
 KU4545                          STATION DESCRIPTION
 KU4545
 KU4545'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4545'THE POINT IS LOCATED IN SOUTH WESTBURY, TOWN OF HEMPSTEAD, 2600 FEET
 KU4545'(792.5 M) SOUTH OF THE CENTERLINE OF OLD COUNTRY ROAD, AND 66 FEET
 KU4545'(20.1 M) WEST OF THE CENTERLINE OF ELLISON AVENUE,IN THE ASPHALT
 KU4545'PAVEMENT SOUTH OF THE EAST-WEST SEGMENT OF THE CONCRETE WALL.  THE
 KU4545'LOCATION TIES ARE 125.1 FEET (38.1 M) FROM THE NORTHERLY LIGHT POLE,
 KU4545'79.5 FEET (24.2 M) FROM THE SOUTHERLY LIGHT POLE AND 72.1 FEET (22.0
 KU4545'M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN.
 KU4545
 KU4545                          STATION RECOVERY (1990)
 KU4545
 KU4545'RECOVERED 1990
 KU4545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4546 ***********************************************************************
 KU4546  DESIGNATION -  10 E 14 N
 KU4546  PID         -  KU4546
 KU4546  STATE/COUNTY-  NY/NASSAU
 KU4546  USGS QUAD   -  HICKSVILLE (1979)
 KU4546
 KU4546                         *CURRENT SURVEY CONTROL
 KU4546  ___________________________________________________________________
 KU4546* NAD 83(1996)-  40 45 19.65317(N)    073 35 35.26774(W)     ADJUSTED  
 KU4546* NAVD 88     -        34.516  (meters)     113.24   (feet)  ADJUSTED  
 KU4546  ___________________________________________________________________
 KU4546  X           -   1,366,627.840 (meters)                     COMP
 KU4546  Y           -  -4,641,348.294 (meters)                     COMP
 KU4546  Z           -   4,141,891.968 (meters)                     COMP
 KU4546  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 KU4546  ELLIP HEIGHT-           3.21  (meters)          (12/03/02) GPS OBS
 KU4546  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4546  DYNAMIC HT  -          34.502 (meters)     113.20  (feet)  COMP
 KU4546  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 KU4546
 KU4546  HORZ ORDER  -  FIRST
 KU4546  VERT ORDER  -  THIRD
 KU4546  ELLP ORDER  -  FOURTH    CLASS II
 KU4546
 KU4546.The horizontal coordinates were established by GPS observations
 KU4546.and adjusted by the National Geodetic Survey in January 1999..
 KU4546
 KU4546.The orthometric height was determined by differential leveling
 KU4546.and adjusted by the National Geodetic Survey in August 1995..
 KU4546
 KU4546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4546
 KU4546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4546
 KU4546.The ellipsoidal height was determined by GPS observations
 KU4546.and is referenced to NAD 83.
 KU4546
 KU4546.The geoid height was determined by GEOID03.
 KU4546
 KU4546.The dynamic height is computed by dividing the NAVD 88
 KU4546.geopotential number by the normal gravity value computed on the
 KU4546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4546.degrees latitude (g = 980.6199 gals.).
 KU4546
 KU4546.The modeled gravity was interpolated from observed gravity values.
 KU4546
 KU4546;                    North         East     Units Scale Factor Converg.
 KU4546;SPC NY L     -    65,462.832   334,358.044   MT  0.99999626   +0 15 58.1
 KU4546;SPC NY L     -   214,772.64  1,096,973.02   sFT  0.99999626   +0 15 58.1
 KU4546;UTM  18      - 4,512,563.239   618,757.936   MT  0.99977359   +0 55 06.8
 KU4546
 KU4546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4546!SPC NY L     -   0.99999950  x   0.99999626  =   0.99999576
 KU4546!UTM  18      -   0.99999950  x   0.99977359  =   0.99977309
 KU4546
 KU4546:                Primary Azimuth Mark                     Grid Az
 KU4546:SPC NY L     -  10 E 13 N AZ MK                          178 50 46.8
 KU4546:UTM  18      -  10 E 13 N AZ MK                          178 11 38.1
 KU4546
 KU4546|---------------------------------------------------------------------|
 KU4546| PID    Reference Object                     Distance      Geod. Az  |
 KU4546|                                                           dddmmss.s |
 KU4546| KU4545 10 E 13 N AZ MK                     APPROX. 1.6 KM 1790644.9 |
 KU4546|---------------------------------------------------------------------|
 KU4546
 KU4546                          SUPERSEDED SURVEY CONTROL
 KU4546
 KU4546  ELLIP H (01/11/99)    3.21   (m)                       GP(       ) 4 1
 KU4546  NAD 83(1996)-  40 45 19.65624(N)    073 35 35.26659(W) AD(       ) 1
 KU4546  NAD 83(1992)-  40 45 19.65611(N)    073 35 35.26636(W) AD(       ) 1
 KU4546  NAD 83(1986)-  40 45 19.65666(N)    073 35 35.26767(W) AD(       ) 1
 KU4546  NGVD 29 (03/24/92)   34.87   (m)          114.4    (f) LEVELING    3  
 KU4546
 KU4546.Superseded values are not recommended for survey control.
 KU4546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4546.See file dsdata.txt to determine how the superseded data were derived.
 KU4546
 KU4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1875812563(NAD 83)
 KU4546_MARKER: DD = SURVEY DISK
 KU4546_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4546_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4546_STAMPING: 10E14N
 KU4546_MARK LOGO: NY-059
 KU4546_PROJECTION: RECESSED 8 CENTIMETERS
 KU4546_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4546+STABILITY: POSITION/ELEVATION WELL
 KU4546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4546+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4546_ROD/PIPE-DEPTH: 20.6 meters
 KU4546_SLEEVE-DEPTH  : 1.52 meters
 KU4546
 KU4546  HISTORY     - Date     Condition        Report By
 KU4546  HISTORY     - 1989     MONUMENTED       SBAS
 KU4546
 KU4546                          STATION DESCRIPTION
 KU4546
 KU4546'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4546'THE POINT IS LOCATED IN WESTBURY, TOWN OF NORTH HEMPSTEAD, 20 FEET
 KU4546'(6.1 M) WEST OF THE CENTERLINE OF SAINT BRIGIDS LANE AND 264 FEET
 KU4546'(80.5 M) NORTH OF THE CENTERLINE OF MAPLE AVENUE,IN THE ISLAND ON THE
 KU4546'WEST SIDE OF THE STREET.  THE LOCATION TIES ARE 37.0 FEET (11.3 M)
 KU4546'FROM THE CENTER OF THE STREET LIGHT POLE, 27.3 FEET (8.3 M) FROM THE
 KU4546'CENTER OF THE SEWER MANHOLE AND 74.3 FEET (22.6 M) FROM THE CENTER OF
 KU4546'THE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4557 ***********************************************************************
 KU4557  DESIGNATION -  10 E 15 N AZ MK
 KU4557  PID         -  KU4557
 KU4557  STATE/COUNTY-  NY/NASSAU
 KU4557  USGS QUAD   -  HICKSVILLE (1979)
 KU4557
 KU4557                         *CURRENT SURVEY CONTROL
 KU4557  ___________________________________________________________________
 KU4557* NAD 83(1996)-  40 46 09.85330(N)    073 35 33.51847(W)     ADJUSTED  
 KU4557* NAVD 88     -        39.707  (meters)     130.27   (feet)  ADJUSTED  
 KU4557  ___________________________________________________________________
 KU4557  X           -   1,366,382.730 (meters)                     COMP
 KU4557  Y           -  -4,640,370.607 (meters)                     COMP
 KU4557  Z           -   4,143,068.273 (meters)                     COMP
 KU4557  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU4557  ELLIP HEIGHT-           8.44  (meters)          (12/03/02) GPS OBS
 KU4557  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4557  DYNAMIC HT  -          39.691 (meters)     130.22  (feet)  COMP
 KU4557  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 KU4557
 KU4557  HORZ ORDER  -  FIRST
 KU4557  VERT ORDER  -  THIRD
 KU4557  ELLP ORDER  -  FOURTH    CLASS II
 KU4557
 KU4557.The horizontal coordinates were established by GPS observations
 KU4557.and adjusted by the National Geodetic Survey in January 1999..
 KU4557
 KU4557.The orthometric height was determined by differential leveling
 KU4557.and adjusted by the National Geodetic Survey in August 1995..
 KU4557
 KU4557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4557
 KU4557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4557
 KU4557.The ellipsoidal height was determined by GPS observations
 KU4557.and is referenced to NAD 83.
 KU4557
 KU4557.The geoid height was determined by GEOID03.
 KU4557
 KU4557.The dynamic height is computed by dividing the NAVD 88
 KU4557.geopotential number by the normal gravity value computed on the
 KU4557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4557.degrees latitude (g = 980.6199 gals.).
 KU4557
 KU4557.The modeled gravity was interpolated from observed gravity values.
 KU4557
 KU4557;                    North         East     Units Scale Factor Converg.
 KU4557;SPC NY L     -    67,011.525   334,391.875   MT  0.99999589   +0 15 59.2
 KU4557;SPC NY L     -   219,853.64  1,097,084.01   sFT  0.99999589   +0 15 59.2
 KU4557;UTM  18      - 4,514,111.872   618,774.123   MT  0.99977364   +0 55 08.9
 KU4557
 KU4557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4557!SPC NY L     -   0.99999868  x   0.99999589  =   0.99999457
 KU4557!UTM  18      -   0.99999868  x   0.99977364  =   0.99977232
 KU4557
 KU4557:                Primary Azimuth Mark                     Grid Az
 KU4557:SPC NY L     -  10 E 16 N                                009 47 18.9
 KU4557:UTM  18      -  10 E 16 N                                009 08 09.2
 KU4557
 KU4557|---------------------------------------------------------------------|
 KU4557| PID    Reference Object                     Distance      Geod. Az  |
 KU4557|                                                           dddmmss.s |
 KU4557| KU4558 10 E 16 N                           APPROX. 1.6 KM 0100318.1 |
 KU4557|---------------------------------------------------------------------|
 KU4557
 KU4557                          SUPERSEDED SURVEY CONTROL
 KU4557
 KU4557  ELLIP H (01/11/99)    8.45   (m)                       GP(       ) 4 1
 KU4557  NAD 83(1996)-  40 46 09.85633(N)    073 35 33.51736(W) AD(       ) 1
 KU4557  NAD 83(1992)-  40 46 09.85620(N)    073 35 33.51712(W) AD(       ) 1
 KU4557  NAD 83(1986)-  40 46 09.85671(N)    073 35 33.51852(W) AD(       ) 1
 KU4557  NGVD 29 (03/24/92)   40.06   (m)          131.4    (f) LEVELING    3  
 KU4557
 KU4557.Superseded values are not recommended for survey control.
 KU4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4557.See file dsdata.txt to determine how the superseded data were derived.
 KU4557
 KU4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1877414112(NAD 83)
 KU4557_MARKER: DD = SURVEY DISK
 KU4557_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4557_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4557_STAMPING: 10E15NAZ
 KU4557_MARK LOGO: NY-059
 KU4557_PROJECTION: RECESSED 8 CENTIMETERS
 KU4557_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4557+STABILITY: POSITION/ELEVATION WELL
 KU4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4557+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 KU4557_ROD/PIPE-DEPTH: 8.18 meters
 KU4557_SLEEVE-DEPTH  : 1.52 meters
 KU4557
 KU4557  HISTORY     - Date     Condition        Report By
 KU4557  HISTORY     - 1989     MONUMENTED       SBAS
 KU4557  HISTORY     - 19901212 GOOD
 KU4557
 KU4557                          STATION DESCRIPTION
 KU4557
 KU4557'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4557'THE POINT IS LOCATED IN WESTBURY, TOWN OF NORTH HEMPSTEAD, 4 FEET
 KU4557'(1.2 M) WEST OF THE CENTERLINE OF LINDEN LANE AND 740 FEET (225.6 M)
 KU4557'NORTH OF THE CENTERLINE OF BRIDLE PATH DRIVE,IN THE PAVED ROADWAY.
 KU4557'THE LOCATION TIES ARE 36.6 FEET (11.2 M) FROM THE HYDRANT, 69.2 FEET
 KU4557'(21.1 M) FROM THE CENTER OF THE MANHOLE AND 54.8 FEET (16.7 M) FROM
 KU4557'THE CENTER OF THE WATER METER OF HOUSE NUMBER 8.
 KU4557
 KU4557                          STATION RECOVERY (1990)
 KU4557
 KU4557'RECOVERED 1990
 KU4557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4558 ***********************************************************************
 KU4558  DESIGNATION -  10 E 16 N
 KU4558  PID         -  KU4558
 KU4558  STATE/COUNTY-  NY/NASSAU
 KU4558  USGS QUAD   -  HICKSVILLE (1979)
 KU4558
 KU4558                         *CURRENT SURVEY CONTROL
 KU4558  ___________________________________________________________________
 KU4558* NAD 83(1996)-  40 47 02.14115(N)    073 35 21.32071(W)     ADJUSTED  
 KU4558* NAVD 88     -        51.734  (meters)     169.73   (feet)  ADJUSTED  
 KU4558  ___________________________________________________________________
 KU4558  X           -   1,366,362.113 (meters)                     COMP
 KU4558  Y           -  -4,639,288.068 (meters)                     COMP
 KU4558  Z           -   4,144,297.580 (meters)                     COMP
 KU4558  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU4558  ELLIP HEIGHT-          20.53  (meters)          (12/03/02) GPS OBS
 KU4558  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU4558  DYNAMIC HT  -          51.713 (meters)     169.66  (feet)  COMP
 KU4558  MODELED GRAV-     980,230.5   (mgal)                       NAVD 88
 KU4558
 KU4558  HORZ ORDER  -  FIRST
 KU4558  VERT ORDER  -  THIRD
 KU4558  ELLP ORDER  -  FOURTH    CLASS II
 KU4558
 KU4558.The horizontal coordinates were established by GPS observations
 KU4558.and adjusted by the National Geodetic Survey in January 1999..
 KU4558
 KU4558.The orthometric height was determined by differential leveling
 KU4558.and adjusted by the National Geodetic Survey in August 1995..
 KU4558
 KU4558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4558
 KU4558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4558
 KU4558.The ellipsoidal height was determined by GPS observations
 KU4558.and is referenced to NAD 83.
 KU4558
 KU4558.The geoid height was determined by GEOID03.
 KU4558
 KU4558.The dynamic height is computed by dividing the NAVD 88
 KU4558.geopotential number by the normal gravity value computed on the
 KU4558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4558.degrees latitude (g = 980.6199 gals.).
 KU4558
 KU4558.The modeled gravity was interpolated from observed gravity values.
 KU4558
 KU4558;                    North         East     Units Scale Factor Converg.
 KU4558;SPC NY L     -    68,625.765   334,670.371   MT  0.99999556   +0 16 07.2
 KU4558;SPC NY L     -   225,149.70  1,097,997.71   sFT  0.99999556   +0 16 07.2
 KU4558;UTM  18      - 4,515,728.822   619,034.152   MT  0.99977440   +0 55 17.8
 KU4558
 KU4558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4558!SPC NY L     -   0.99999678  x   0.99999556  =   0.99999234
 KU4558!UTM  18      -   0.99999678  x   0.99977440  =   0.99977118
 KU4558
 KU4558|---------------------------------------------------------------------|
 KU4558| PID    Reference Object                     Distance      Geod. Az  |
 KU4558|                                                           dddmmss.s |
 KU4558| KU4867 10E 16N AZ                          292.050 METERS 19140     |
 KU4558|---------------------------------------------------------------------|
 KU4558
 KU4558                          SUPERSEDED SURVEY CONTROL
 KU4558
 KU4558  ELLIP H (01/11/99)   20.53   (m)                       GP(       ) 4 1
 KU4558  NAD 83(1996)-  40 47 02.14416(N)    073 35 21.31962(W) AD(       ) 1
 KU4558  NAD 83(1992)-  40 47 02.14403(N)    073 35 21.31939(W) AD(       ) 1
 KU4558  NAD 83(1986)-  40 47 02.14462(N)    073 35 21.32069(W) AD(       ) 1
 KU4558  NGVD 29 (03/24/92)   52.09   (m)          170.9    (f) LEVELING    3  
 KU4558
 KU4558.Superseded values are not recommended for survey control.
 KU4558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4558.See file dsdata.txt to determine how the superseded data were derived.
 KU4558
 KU4558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1903415729(NAD 83)
 KU4558_MARKER: DD = SURVEY DISK
 KU4558_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4558_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4558_STAMPING: 10E16N
 KU4558_MARK LOGO: NY-059
 KU4558_PROJECTION: RECESSED 8 CENTIMETERS
 KU4558_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4558+STABILITY: POSITION/ELEVATION WELL
 KU4558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4558+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1990
 KU4558_ROD/PIPE-DEPTH: 17.9 meters
 KU4558_SLEEVE-DEPTH  : 1.52 meters
 KU4558
 KU4558  HISTORY     - Date     Condition        Report By
 KU4558  HISTORY     - 1989     MONUMENTED       SBAS
 KU4558  HISTORY     - 19900111 GOOD
 KU4558
 KU4558                          STATION DESCRIPTION
 KU4558
 KU4558'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4558'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF NORTH HEMPSTEAD, 30
 KU4558'FEET (9.1 M) SOUTH OF THE CENTERLINE OF STORE HILL ROAD AND 38 FEET
 KU4558'(11.6 M) EAST OF THE CENTERLINE OF THE POST ROAD MEDIAN,IN THE
 KU4558'CONCRETE SIDEWALK.  THE LOCATION TIES ARE 7.4 FEET (2.3 M) FROM THE
 KU4558'SOUTH EAST CORNER OF THE CATCH BASIN, 13.6 FEET (4.1 M) FROM THE
 KU4558'SOUTH WEST CORNER OF THE TRAFFIC SIGNAL BOX AND 9.7 FEET (3.0 M) FROM
 KU4558'THE FENCE POST AT THE BEND IN THE CHAIN LINK FENCE.
 KU4558
 KU4558                          STATION RECOVERY (1990)
 KU4558
 KU4558'RECOVERED 1990
 KU4558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4547 ***********************************************************************
 KU4547  DESIGNATION -  10 E 22 N 1
 KU4547  PID         -  KU4547
 KU4547  STATE/COUNTY-  NY/NASSAU
 KU4547  USGS QUAD   -  BAYVILLE (1975)
 KU4547
 KU4547                         *CURRENT SURVEY CONTROL
 KU4547  ___________________________________________________________________
 KU4547* NAD 83(1996)-  40 52 30.83524(N)    073 35 50.28673(W)     ADJUSTED  
 KU4547* NAVD 88     -        37.624  (meters)     123.44   (feet)  ADJUSTED  
 KU4547  ___________________________________________________________________
 KU4547  X           -   1,363,835.631 (meters)                     COMP
 KU4547  Y           -  -4,633,110.415 (meters)                     COMP
 KU4547  Z           -   4,151,960.561 (meters)                     COMP
 KU4547  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU4547  ELLIP HEIGHT-           6.68  (meters)          (12/03/02) GPS OBS
 KU4547  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU4547  DYNAMIC HT  -          37.610 (meters)     123.39  (feet)  COMP
 KU4547  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 KU4547
 KU4547  HORZ ORDER  -  FIRST
 KU4547  VERT ORDER  -  THIRD
 KU4547  ELLP ORDER  -  FOURTH    CLASS II
 KU4547
 KU4547.The horizontal coordinates were established by GPS observations
 KU4547.and adjusted by the National Geodetic Survey in January 1999..
 KU4547
 KU4547.The orthometric height was determined by differential leveling
 KU4547.and adjusted by the National Geodetic Survey in August 1995..
 KU4547
 KU4547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4547
 KU4547.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4547
 KU4547.The ellipsoidal height was determined by GPS observations
 KU4547.and is referenced to NAD 83.
 KU4547
 KU4547.The geoid height was determined by GEOID03.
 KU4547
 KU4547.The dynamic height is computed by dividing the NAVD 88
 KU4547.geopotential number by the normal gravity value computed on the
 KU4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4547.degrees latitude (g = 980.6199 gals.).
 KU4547
 KU4547.The modeled gravity was interpolated from observed gravity values.
 KU4547
 KU4547;                    North         East     Units Scale Factor Converg.
 KU4547;SPC NY L     -    78,761.811   333,944.602   MT  0.99999500   +0 15 48.2
 KU4547;SPC NY L     -   258,404.37  1,095,616.58   sFT  0.99999500   +0 15 48.2
 KU4547;SPC NY E     -   227,085.374   226,084.561   MT  0.99997123   +0 35 26.8
 KU4547;SPC NY E     -   745,029.26    741,745.76   sFT  0.99997123   +0 35 26.8
 KU4547;UTM  18      - 4,525,853.679   618,192.956   MT  0.99977194   +0 55 05.0
 KU4547
 KU4547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4547!SPC NY L     -   0.99999895  x   0.99999500  =   0.99999395
 KU4547!SPC NY E     -   0.99999895  x   0.99997123  =   0.99997018
 KU4547!UTM  18      -   0.99999895  x   0.99977194  =   0.99977089
 KU4547
 KU4547|---------------------------------------------------------------------|
 KU4547| PID    Reference Object                     Distance      Geod. Az  |
 KU4547|                                                           dddmmss.s |
 KU4547| KU4873 10E 22N AZ                          316.022 METERS 23206     |
 KU4547|---------------------------------------------------------------------|
 KU4547
 KU4547                          SUPERSEDED SURVEY CONTROL
 KU4547
 KU4547  ELLIP H (01/11/99)    6.68   (m)                       GP(       ) 4 1
 KU4547  NAD 83(1996)-  40 52 30.83816(N)    073 35 50.28568(W) AD(       ) 1
 KU4547  NAD 83(1992)-  40 52 30.83802(N)    073 35 50.28546(W) AD(       ) 1
 KU4547  NAD 83(1986)-  40 52 30.83880(N)    073 35 50.28719(W) AD(       ) 1
 KU4547  NGVD 29 (03/24/92)   37.95   (m)          124.5    (f) LEVELING    3  
 KU4547
 KU4547.Superseded values are not recommended for survey control.
 KU4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4547.See file dsdata.txt to determine how the superseded data were derived.
 KU4547
 KU4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1819325854(NAD 83)
 KU4547_MARKER: DD = SURVEY DISK
 KU4547_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4547_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4547_STAMPING: 10E22N1
 KU4547_MARK LOGO: NY-059
 KU4547_PROJECTION: RECESSED 8 CENTIMETERS
 KU4547_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4547+STABILITY: POSITION/ELEVATION WELL
 KU4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4547+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 KU4547_ROD/PIPE-DEPTH: 15.8 meters
 KU4547_SLEEVE-DEPTH  : 1.52 meters
 KU4547
 KU4547  HISTORY     - Date     Condition        Report By
 KU4547  HISTORY     - 1989     MONUMENTED       SBAS
 KU4547  HISTORY     - 19900130 GOOD
 KU4547
 KU4547                          STATION DESCRIPTION
 KU4547
 KU4547'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4547'THE POINT IS LOCATED IN LOCUST VALLEY, TOWN OF OYSTER BAY, 95 FEET
 KU4547'(29.0 M) WEST OF THE CENTERLINE OF BIRCH HILL ROAD AND 15 FEET (4.6
 KU4547'M) NORTH OF THE CENTERLINE OF ELM STREET,IN THE PAVED ROADWAY.  THE
 KU4547'LOCATION TIES ARE 30.1 FEET (9.2 M) FROM THE SOUTH WEST CORNER OF THE
 KU4547'BUILDING, 42.6 FEET (13.0 M) FROM THE SOUTH EAST CORNER OF THE
 KU4547'BUILDING AND 42.6 FEET (13.0 M) FROM THE SEWER MANHOLE.
 KU4547
 KU4547                          STATION RECOVERY (1990)
 KU4547
 KU4547'RECOVERED 1990
 KU4547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1719 ***********************************************************************
 KU1719  DESIGNATION -  10 USE
 KU1719  PID         -  KU1719
 KU1719  STATE/COUNTY-  NY/WESTCHESTER
 KU1719  USGS QUAD   -  MOUNT VERNON (1979)
 KU1719
 KU1719                         *CURRENT SURVEY CONTROL
 KU1719  ___________________________________________________________________
 KU1719* NAD 83(1986)-  40 54 29.     (N)    073 46 13.     (W)     SCALED    
 KU1719* NAVD 88     -         2.147  (meters)       7.04   (feet)  ADJUSTED  
 KU1719  ___________________________________________________________________
 KU1719  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU1719  DYNAMIC HT  -           2.146 (meters)       7.04  (feet)  COMP
 KU1719  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 KU1719
 KU1719  VERT ORDER  -  FIRST     CLASS I
 KU1719
 KU1719.The horizontal coordinates were scaled from a topographic map and have
 KU1719.an estimated accuracy of +/- 6 seconds.
 KU1719
 KU1719.The orthometric height was determined by differential leveling
 KU1719.and adjusted by the National Geodetic Survey in June 1991..
 KU1719
 KU1719.The geoid height was determined by GEOID03.
 KU1719
 KU1719.The dynamic height is computed by dividing the NAVD 88
 KU1719.geopotential number by the normal gravity value computed on the
 KU1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1719.degrees latitude (g = 980.6199 gals.).
 KU1719
 KU1719.The modeled gravity was interpolated from observed gravity values.
 KU1719
 KU1719;                    North         East    Units  Estimated Accuracy
 KU1719;SPC NY E     -   230,590.      211,480.      MT  (+/- 180 meters Scaled)
 KU1719
 KU1719                          SUPERSEDED SURVEY CONTROL
 KU1719
 KU1719  NGVD 29 (??/??/92)    2.470  (m)            8.10   (f) ADJ UNCH    1 1
 KU1719
 KU1719.Superseded values are not recommended for survey control.
 KU1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1719.See file dsdata.txt to determine how the superseded data were derived.
 KU1719
 KU1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL035292(NAD 83)
 KU1719_MARKER: Q = CHISELED SQUARE
 KU1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1719_SP_SET: FLOOR
 KU1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1719
 KU1719  HISTORY     - Date     Condition        Report By
 KU1719  HISTORY     - UNK      MONUMENTED       DOD
 KU1719  HISTORY     - 1965     GOOD             NGS
 KU1719
 KU1719                          STATION DESCRIPTION
 KU1719
 KU1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1719'AT NEW ROCHELLE.
 KU1719'AT NEW ROCHELLE, ABOUT 0.2 MILE NORTHEAST ALONG HUDSON PARK
 KU1719'ROAD FROM THE INTERSECTION OF FRANKLIN AVENUE, AT THE ENTRANCE TO
 KU1719'HUDSON PARK, A ONE INCH CHISELED SQUARE AT THE EAST CORNER OF
 KU1719'CONCRETE FLOOR OF OPEN WAITING SHED, 21 FEET NORTHWEST OF THE
 KU1719'CENTER LINE OF HUDSON PARK ROAD, 15 FEET NORTHEAST OF THE NORTHEAST
 KU1719'SIDE OF NORTHWEST ONE OF (3) STONE COLUMN AT ENTRANCE TO PARK AND
 KU1719'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0047 ***********************************************************************
 NA0047  DESIGNATION -  100
 NA0047  PID         -  NA0047
 NA0047  STATE/COUNTY-  NY/MONTGOMERY
 NA0047  USGS QUAD   -  TRIBES HILL (1980)
 NA0047
 NA0047                         *CURRENT SURVEY CONTROL
 NA0047  ___________________________________________________________________
 NA0047* NAD 83(1986)-  42 56 43.     (N)    074 17 18.     (W)     SCALED    
 NA0047* NAVD 88     -        90.53   (+/-2cm)     297.0    (feet)  VERTCON   
 NA0047  ___________________________________________________________________
 NA0047  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 NA0047
 NA0047  VERT ORDER  -  ? (See Below)
 NA0047
 NA0047.The horizontal coordinates were scaled from a topographic map and have
 NA0047.an estimated accuracy of +/- 6 seconds.
 NA0047
 NA0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0047.The vertical order pertains to the NGVD 29 superseded value.
 NA0047
 NA0047.The geoid height was determined by GEOID03.
 NA0047
 NA0047;                    North         East    Units  Estimated Accuracy
 NA0047;SPC NY E     -   456,620.      167,270.      MT  (+/- 180 meters Scaled)
 NA0047
 NA0047                          SUPERSEDED SURVEY CONTROL
 NA0047
 NA0047  NGVD 29 (??/??/92)   90.689  (m)          297.54   (f) ADJ UNCH    ?  
 NA0047
 NA0047.Superseded values are not recommended for survey control.
 NA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0047.See file dsdata.txt to determine how the superseded data were derived.
 NA0047
 NA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN580549(NAD 83)
 NA0047_MARKER: O = CHISELED CIRCLE
 NA0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0047_SP_SET: STONE
 NA0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0047+STABILITY: SURFACE MOTION
 NA0047
 NA0047  HISTORY     - Date     Condition        Report By
 NA0047  HISTORY     - UNK      MONUMENTED       NY-057
 NA0047  HISTORY     - 1931     GOOD             NGS
 NA0047  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NA0047
 NA0047                          STATION DESCRIPTION
 NA0047
 NA0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0047'AT FT HUNTER.
 NA0047'ON COPING OF LOCK NO. 30 BETWEEN ENDS OF ANCHOR, NE GATE OF NORTH
 NA0047'LOCK.  JUST NORTH OF ROAD CUTTING THROUGH MIDDLE OF LOCK.
 NA0047
 NA0047                          STATION RECOVERY (1984)
 NA0047
 NA0047'RECOVERY NOTE BY US POWER SQUADRON 1984
 NA0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0416 ***********************************************************************
 NB0416  DESIGNATION -  100
 NB0416  PID         -  NB0416
 NB0416  STATE/COUNTY-  NY/YATES
 NB0416  USGS QUAD   -  READING CENTER (1978)
 NB0416
 NB0416                         *CURRENT SURVEY CONTROL
 NB0416  ___________________________________________________________________
 NB0416* NAD 83(1986)-  42 28 59.     (N)    076 54 55.     (W)     SCALED    
 NB0416* NAVD 88     -       203.197  (meters)     666.66   (feet)  ADJUSTED  
 NB0416  ___________________________________________________________________
 NB0416  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NB0416  DYNAMIC HT  -         203.133 (meters)     666.45  (feet)  COMP
 NB0416  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NB0416
 NB0416  VERT ORDER  -  SECOND    CLASS 0
 NB0416
 NB0416.The horizontal coordinates were scaled from a topographic map and have
 NB0416.an estimated accuracy of +/- 6 seconds.
 NB0416
 NB0416.The orthometric height was determined by differential leveling
 NB0416.and adjusted by the National Geodetic Survey in June 1991..
 NB0416
 NB0416.The geoid height was determined by GEOID03.
 NB0416
 NB0416.The dynamic height is computed by dividing the NAVD 88
 NB0416.geopotential number by the normal gravity value computed on the
 NB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0416.degrees latitude (g = 980.6199 gals.).
 NB0416
 NB0416.The modeled gravity was interpolated from observed gravity values.
 NB0416
 NB0416;                    North         East    Units  Estimated Accuracy
 NB0416;SPC NY C     -   275,800.      222,710.      MT  (+/- 180 meters Scaled)
 NB0416
 NB0416                          SUPERSEDED SURVEY CONTROL
 NB0416
 NB0416  NGVD 29 (??/??/92)  203.365  (m)          667.21   (f) ADJ UNCH    2 0
 NB0416
 NB0416.Superseded values are not recommended for survey control.
 NB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0416.See file dsdata.txt to determine how the superseded data were derived.
 NB0416
 NB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN425051(NAD 83)
 NB0416_MARKER: B = BOLT
 NB0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0416_SP_SET: BRIDGE ABUTMENT
 NB0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0416
 NB0416  HISTORY     - Date     Condition        Report By
 NB0416  HISTORY     - UNK      MONUMENTED       PRR
 NB0416  HISTORY     - 1935     GOOD             NGS
 NB0416
 NB0416                          STATION DESCRIPTION
 NB0416
 NB0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0416'0.8 MI N FROM ROCK STREAM.
 NB0416'IS LOCATED 0.8 OF MILE NORTH OF THE DEPOT. ON SECOND STEP OF EAST
 NB0416'WING OF SOUTH ABUTMENT OF BRIDGE NO. 24. 56. OVER ROCKS STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2085 ***********************************************************************
 PH2085  DESIGNATION -  1000 ISLANDS BRIDGE NW LIGHT
 PH2085  PID         -  PH2085
 PH2085  STATE/COUNTY-  NY/JEFFERSON
 PH2085  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2085
 PH2085                         *CURRENT SURVEY CONTROL
 PH2085  ___________________________________________________________________
 PH2085* NAD 83(1996)-  44 18 10.98892(N)    075 59 01.37988(W)     ADJUSTED  
 PH2085* NAVD 88     -                                                        
 PH2085  ___________________________________________________________________
 PH2085  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 PH2085  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 PH2085
 PH2085  HORZ ORDER  -  THIRD
 PH2085
 PH2085.The horizontal coordinates were established by classical geodetic methods
 PH2085.and adjusted by the National Geodetic Survey in January 1999..
 PH2085
 PH2085
 PH2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2085
 PH2085.The geoid height was determined by GEOID03.
 PH2085
 PH2085;                    North         East     Units Scale Factor Converg.
 PH2085;SPC NY C     -   478,112.067   297,844.535   MT  0.99996564   +0 25 07.7
 PH2085;SPC NY C     - 1,568,606.01    977,178.28   sFT  0.99996564   +0 25 07.7
 PH2085;UTM  18      - 4,906,003.607   421,533.845   MT  0.99967572   -0 41 13.6
 PH2085
 PH2085                          SUPERSEDED SURVEY CONTROL
 PH2085
 PH2085  NAD 83(1986)-  44 18 10.99378(N)    075 59 01.38275(W) AD(       ) 4
 PH2085  NAD 27      -  44 18 10.83600(N)    075 59 02.56300(W) AD(       ) 3
 PH2085
 PH2085.Superseded values are not recommended for survey control.
 PH2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2085.See file dsdata.txt to determine how the superseded data were derived.
 PH2085
 PH2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2153406004(NAD 83)
 PH2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH2085+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 PH2085
 PH2085  HISTORY     - Date     Condition        Report By
 PH2085  HISTORY     - UNK      MONUMENTED
 PH2085  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PH2085  HISTORY     - 1989     GOOD             USPSQD
 PH2085  HISTORY     - 20050722 GOOD             USPSQD
 PH2085
 PH2085                          STATION DESCRIPTION
 PH2085
 PH2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DAF)
 PH2085'THE FOUR LIGHTS ON THE NORTH TOWER WERE RECOVERED IN GOOD CONDITION.
 PH2085
 PH2085                          STATION RECOVERY (1989)
 PH2085
 PH2085'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRZ)
 PH2085'RECOVERED IN GOOD CONDITION.
 PH2085
 PH2085                          STATION RECOVERY (2005)
 PH2085
 PH2085'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 PH2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2086 ***********************************************************************
 PH2086  DESIGNATION -  1000 ISLANDS BRIDGE NE LIGHT
 PH2086  PID         -  PH2086
 PH2086  STATE/COUNTY-  NY/JEFFERSON
 PH2086  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2086
 PH2086                         *CURRENT SURVEY CONTROL
 PH2086  ___________________________________________________________________
 PH2086* NAD 83(1996)-  44 18 11.18345(N)    075 59 01.05852(W)     ADJUSTED  
 PH2086* NAVD 88     -                                                        
 PH2086  ___________________________________________________________________
 PH2086  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 PH2086  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 PH2086
 PH2086  HORZ ORDER  -  THIRD
 PH2086
 PH2086.The horizontal coordinates were established by classical geodetic methods
 PH2086.and adjusted by the National Geodetic Survey in January 1999..
 PH2086
 PH2086
 PH2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2086
 PH2086.The geoid height was determined by GEOID03.
 PH2086
 PH2086;                    North         East     Units Scale Factor Converg.
 PH2086;SPC NY C     -   478,118.123   297,851.613   MT  0.99996565   +0 25 07.9
 PH2086;SPC NY C     - 1,568,625.88    977,201.50   sFT  0.99996565   +0 25 07.9
 PH2086;UTM  18      - 4,906,009.524   421,541.038   MT  0.99967570   -0 41 13.4
 PH2086
 PH2086                          SUPERSEDED SURVEY CONTROL
 PH2086
 PH2086  NAD 83(1986)-  44 18 11.18836(N)    075 59 01.06129(W) AD(       ) 4
 PH2086  NAD 27      -  44 18 11.03000(N)    075 59 02.24200(W) AD(       ) 3
 PH2086
 PH2086.Superseded values are not recommended for survey control.
 PH2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2086.See file dsdata.txt to determine how the superseded data were derived.
 PH2086
 PH2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2154106010(NAD 83)
 PH2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH2086+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 PH2086
 PH2086  HISTORY     - Date     Condition        Report By
 PH2086  HISTORY     - UNK      MONUMENTED
 PH2086  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PH2086  HISTORY     - 19950613 GOOD             USPSQD
 PH2086  HISTORY     - 20050722 GOOD             USPSQD
 PH2086
 PH2086                          STATION DESCRIPTION
 PH2086
 PH2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DAF)
 PH2086'THE FOUR LIGHTS ON THE NORTH TOWER WERE RECOVERED IN GOOD CONDITION.
 PH2086
 PH2086                          STATION RECOVERY (1995)
 PH2086
 PH2086'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2086'RECOVERED IN GOOD CONDITION.
 PH2086
 PH2086                          STATION RECOVERY (2005)
 PH2086
 PH2086'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 PH2086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2088 ***********************************************************************
 PH2088  DESIGNATION -  1000 ISLANDS BRIDGE SW LIGHT
 PH2088  PID         -  PH2088
 PH2088  STATE/COUNTY-  NY/JEFFERSON
 PH2088  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2088
 PH2088                         *CURRENT SURVEY CONTROL
 PH2088  ___________________________________________________________________
 PH2088* NAD 83(1996)-  44 18 05.00773(N)    075 58 54.18097(W)     ADJUSTED  
 PH2088* NAVD 88     -                                                        
 PH2088  ___________________________________________________________________
 PH2088  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 PH2088  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 PH2088
 PH2088  HORZ ORDER  -  THIRD
 PH2088
 PH2088.The horizontal coordinates were established by classical geodetic methods
 PH2088.and adjusted by the National Geodetic Survey in January 1999..
 PH2088
 PH2088
 PH2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2088
 PH2088.The geoid height was determined by GEOID03.
 PH2088
 PH2088;                    North         East     Units Scale Factor Converg.
 PH2088;SPC NY C     -   477,928.630   298,005.448   MT  0.99996583   +0 25 12.7
 PH2088;SPC NY C     - 1,568,004.18    977,706.21   sFT  0.99996583   +0 25 12.7
 PH2088;UTM  18      - 4,905,817.153   421,691.143   MT  0.99967542   -0 41 08.5
 PH2088
 PH2088                          SUPERSEDED SURVEY CONTROL
 PH2088
 PH2088  NAD 83(1986)-  44 18 05.01261(N)    075 58 54.18378(W) AD(       ) 4
 PH2088  NAD 27      -  44 18 04.85300(N)    075 58 55.36600(W) AD(       ) 3
 PH2088
 PH2088.Superseded values are not recommended for survey control.
 PH2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2088.See file dsdata.txt to determine how the superseded data were derived.
 PH2088
 PH2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2169105817(NAD 83)
 PH2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH2088+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 PH2088
 PH2088  HISTORY     - Date     Condition        Report By
 PH2088  HISTORY     - 1942     MONUMENTED       CGS
 PH2088  HISTORY     - 1989     GOOD             USPSQD
 PH2088  HISTORY     - 20050722 GOOD             USPSQD
 PH2088
 PH2088                          STATION DESCRIPTION
 PH2088
 PH2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2088'STATION IS THE FLASHING RED LIGHT ON THE W SIDE OF THE S TOWER
 PH2088'OF THE AMERICAN SPAN OF THE 1000 ISLANDS BRIDGE.
 PH2088
 PH2088                          STATION RECOVERY (1989)
 PH2088
 PH2088'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRZ)
 PH2088'RECOVERED IN GOOD CONDITION.
 PH2088
 PH2088                          STATION RECOVERY (2005)
 PH2088
 PH2088'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 PH2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2089 ***********************************************************************
 PH2089  DESIGNATION -  1000 ISLANDS BRIDGE SE LIGHT
 PH2089  PID         -  PH2089
 PH2089  STATE/COUNTY-  NY/JEFFERSON
 PH2089  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2089
 PH2089                         *CURRENT SURVEY CONTROL
 PH2089  ___________________________________________________________________
 PH2089* NAD 83(1996)-  44 18 05.20727(N)    075 58 53.86197(W)     ADJUSTED  
 PH2089* NAVD 88     -                                                        
 PH2089  ___________________________________________________________________
 PH2089  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 PH2089  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 PH2089
 PH2089  HORZ ORDER  -  THIRD
 PH2089
 PH2089.The horizontal coordinates were established by classical geodetic methods
 PH2089.and adjusted by the National Geodetic Survey in January 1999..
 PH2089
 PH2089
 PH2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2089
 PH2089.The geoid height was determined by GEOID03.
 PH2089
 PH2089;                    North         East     Units Scale Factor Converg.
 PH2089;SPC NY C     -   477,934.841   298,012.474   MT  0.99996584   +0 25 12.9
 PH2089;SPC NY C     - 1,568,024.56    977,729.26   sFT  0.99996584   +0 25 12.9
 PH2089;UTM  18      - 4,905,823.225   421,698.285   MT  0.99967540   -0 41 08.3
 PH2089
 PH2089                          SUPERSEDED SURVEY CONTROL
 PH2089
 PH2089  NAD 83(1986)-  44 18 05.21244(N)    075 58 53.86449(W) AD(       ) 4
 PH2089  NAD 27      -  44 18 05.05200(N)    075 58 55.04700(W) AD(       ) 3
 PH2089
 PH2089.Superseded values are not recommended for survey control.
 PH2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2089.See file dsdata.txt to determine how the superseded data were derived.
 PH2089
 PH2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2169805823(NAD 83)
 PH2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH2089+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 PH2089
 PH2089  HISTORY     - Date     Condition        Report By
 PH2089  HISTORY     - UNK      MONUMENTED
 PH2089  HISTORY     - 1965     SEE DESCRIPTION  CGS
 PH2089  HISTORY     - 19950613 GOOD             USPSQD
 PH2089  HISTORY     - 20050722 GOOD             USPSQD
 PH2089
 PH2089                          STATION DESCRIPTION
 PH2089
 PH2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DAF)
 PH2089'THE FOUR LIGHTS ON THE NORTH TOWER WERE RECOVERED IN GOOD
 PH2089'CONDITION.
 PH2089
 PH2089                          STATION RECOVERY (1995)
 PH2089
 PH2089'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2089'RECOVERED IN GOOD CONDITION.
 PH2089
 PH2089                          STATION RECOVERY (2005)
 PH2089
 PH2089'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 PH2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1020 ***********************************************************************
 PG1020  DESIGNATION -  10000 145
 PG1020  PID         -  PG1020
 PG1020  STATE/COUNTY-  NY/CLINTON
 PG1020  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1020
 PG1020                         *CURRENT SURVEY CONTROL
 PG1020  ___________________________________________________________________
 PG1020* NAD 83(1986)-  44 54 43.     (N)    073 49 05.     (W)     SCALED    
 PG1020* NAVD 88     -       293.648  (meters)     963.41   (feet)  POSTED    
 PG1020  ___________________________________________________________________
 PG1020  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PG1020  DYNAMIC HT  -         293.630 (meters)     963.35  (feet)  COMP
 PG1020  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 PG1020
 PG1020  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PG1020
 PG1020.The horizontal coordinates were scaled from a topographic map and have
 PG1020.an estimated accuracy of +/- 6 seconds.
 PG1020
 PG1020.The orthometric height was determined by differential leveling
 PG1020.and adjusted by the National Geodetic Survey in 1992..
 PG1020.No vertical observational check was made to the station.
 PG1020.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PG1020.was located on a no-check spur therefore a value was not computed.
 PG1020
 PG1020.The geoid height was determined by GEOID03.
 PG1020
 PG1020.The dynamic height is computed by dividing the NAVD 88
 PG1020.geopotential number by the normal gravity value computed on the
 PG1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1020.degrees latitude (g = 980.6199 gals.).
 PG1020
 PG1020.The modeled gravity was interpolated from observed gravity values.
 PG1020
 PG1020;                    North         East    Units  Estimated Accuracy
 PG1020;SPC NY E     -   675,320.      203,850.      MT  (+/- 180 meters Scaled)
 PG1020
 PG1020                          SUPERSEDED SURVEY CONTROL
 PG1020
 PG1020  NGVD 29 (??/??/??)  293.717  (m)          963.64   (f) ADJUSTED    1 2
 PG1020
 PG1020.Superseded values are not recommended for survey control.
 PG1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1020.See file dsdata.txt to determine how the superseded data were derived.
 PG1020
 PG1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ932738(NAD 83)
 PG1020_MARKER: DD = SURVEY DISK
 PG1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1020_SP_SET: SILO WALL
 PG1020_STAMPING: EL 10000 145
 PG1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1020
 PG1020  HISTORY     - Date     Condition        Report By
 PG1020  HISTORY     - UNK      MONUMENTED       RBNF
 PG1020  HISTORY     - 1961     GOOD             CGS
 PG1020
 PG1020                          STATION DESCRIPTION
 PG1020
 PG1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1020'2.35 MI E FROM ELLENBURGH.
 PG1020'ABOUT 1.2 MILES NORTH EASTERLY ALONG U.S. HWY 11 FROM THE ELLENBURGH
 PG1020'CENTRAL SCHOOL IN ELLENBURGH THENCE 0.9 MILE NORTH ALONG BLACKTOP ROAD
 PG1020'TO RESTRICTED ROAD THENCE 0.25 MILE EAST ON RESTRICTED ROAD, BRASS
 PG1020'DISK DRILLED IN HORIZONTAL IN SILO WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0738 ***********************************************************************
 PG0738  DESIGNATION -  1000.002 1000 024
 PG0738  PID         -  PG0738
 PG0738  STATE/COUNTY-  NY/ESSEX
 PG0738  USGS QUAD   -  
 PG0738
 PG0738                         *CURRENT SURVEY CONTROL
 PG0738  ___________________________________________________________________
 PG0738* NAD 83(1986)-  44 20 33.     (N)    073 22 03.     (W)     SCALED    
 PG0738* NAVD 88     -        60.525  (meters)     198.57   (feet)  ADJUSTED  
 PG0738  ___________________________________________________________________
 PG0738  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PG0738  DYNAMIC HT  -          60.518 (meters)     198.55  (feet)  COMP
 PG0738  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 PG0738
 PG0738  VERT ORDER  -  SECOND    CLASS 0
 PG0738
 PG0738.The horizontal coordinates were scaled from a topographic map and have
 PG0738.an estimated accuracy of +/- 6 seconds.
 PG0738
 PG0738.The orthometric height was determined by differential leveling
 PG0738.and adjusted by the National Geodetic Survey in June 1991..
 PG0738
 PG0738.The geoid height was determined by GEOID03.
 PG0738
 PG0738.The dynamic height is computed by dividing the NAVD 88
 PG0738.geopotential number by the normal gravity value computed on the
 PG0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0738.degrees latitude (g = 980.6199 gals.).
 PG0738
 PG0738.The modeled gravity was interpolated from observed gravity values.
 PG0738
 PG0738;                    North         East    Units  Estimated Accuracy
 PG0738;SPC NY E     -   612,440.      240,300.      MT  (+/- 180 meters Scaled)
 PG0738
 PG0738                          SUPERSEDED SURVEY CONTROL
 PG0738
 PG0738  NGVD 29 (??/??/??)   60.676  (m)          199.07   (f) ADJUSTED    2 0
 PG0738
 PG0738.Superseded values are not recommended for survey control.
 PG0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0738.See file dsdata.txt to determine how the superseded data were derived.
 PG0738
 PG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ301112(NAD 83)
 PG0738_MARKER: DB = BENCH MARK DISK
 PG0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0738_SP_SET: RETAINING WALL
 PG0738_STAMPING: 1000.002 1000 024
 PG0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0738
 PG0738  HISTORY     - Date     Condition        Report By
 PG0738  HISTORY     - UNK      MONUMENTED       CGS
 PG0738  HISTORY     - 1961     GOOD             CGS
 PG0738
 PG0738                          STATION DESCRIPTION
 PG0738
 PG0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0738'1.15 MI S FROM WILLSBORO.
 PG0738'ABOUT 1.15 MILES SOUTH ALONG NEW YORK HIGHWAY NO. 22 FROM THE
 PG0738'WILLSBORO POST OFFICE TO SITE ENTRANCE ON RIGHT, THENCE RIGHT FOR 0.3
 PG0738'MILES ON RESTRICTED ROAD.  A BRONZE DISK SET IN RETAINING WALL OF
 PG0738'SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2042 ***********************************************************************
 OF2042  DESIGNATION -  1003 NYGS 1969
 OF2042  PID         -  OF2042
 OF2042  STATE/COUNTY-  NY/MONROE
 OF2042  USGS QUAD   -  PITTSFORD (1978)
 OF2042
 OF2042                         *CURRENT SURVEY CONTROL
 OF2042  ___________________________________________________________________
 OF2042* NAD 83(1996)-  43 00 41.36912(N)    077 31 29.69715(W)     ADJUSTED  
 OF2042* NAVD 88     -       200.83   (+/-2cm)     658.9    (feet)  VERTCON   
 OF2042  ___________________________________________________________________
 OF2042  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OF2042  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OF2042
 OF2042  HORZ ORDER  -  SECOND
 OF2042  VERT ORDER  -  THIRD ? (See Below)
 OF2042
 OF2042.The horizontal coordinates were established by classical geodetic methods
 OF2042.and adjusted by the National Geodetic Survey in January 1999..
 OF2042
 OF2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2042.The vertical order pertains to the NGVD 29 superseded value.
 OF2042
 OF2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2042
 OF2042.The geoid height was determined by GEOID03.
 OF2042
 OF2042;                    North         East     Units Scale Factor Converg.
 OF2042;SPC NY W     -   334,990.232   436,283.255   MT  1.00002905   +0 43 19.3
 OF2042;SPC NY W     - 1,099,047.12  1,431,372.65   sFT  1.00002905   +0 43 19.3
 OF2042;SPC NY C     -   334,876.824   173,241.309   MT  1.00000996   -0 38 32.4
 OF2042;SPC NY C     - 1,098,675.05    568,375.86   sFT  1.00000996   -0 38 32.4
 OF2042;UTM  18      - 4,765,184.723   294,231.898   MT  1.00012090   -1 43 22.7
 OF2042
 OF2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2042!SPC NY W     -   0.99997401  x   1.00002905  =   1.00000306
 OF2042!SPC NY C     -   0.99997401  x   1.00000996  =   0.99998397
 OF2042!UTM  18      -   0.99997401  x   1.00012090  =   1.00009491
 OF2042
 OF2042                          SUPERSEDED SURVEY CONTROL
 OF2042
 OF2042  NAD 83(1986)-  43 00 41.37723(N)    077 31 29.69454(W) AD(       ) 2
 OF2042  NAD 27      -  43 00 41.14986(N)    077 31 30.70694(W) AD(       ) 2
 OF2042  NGVD 29 (07/19/86)  200.99   (m)          659.4    (f) LEVELING    3  
 OF2042
 OF2042.Superseded values are not recommended for survey control.
 OF2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2042.See file dsdata.txt to determine how the superseded data were derived.
 OF2042
 OF2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9423265185(NAD 83)
 OF2042_MARKER: DD = SURVEY DISK
 OF2042_SETTING: 0 = UNSPECIFIED SETTING
 OF2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2042
 OF2042  HISTORY     - Date     Condition        Report By
 OF2042  HISTORY     - 1936     MONUMENTED       NYGS
 OF2042  HISTORY     - 1969     GOOD             CGS
 OF2042
 OF2042                          STATION DESCRIPTION
 OF2042
 OF2042'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2042'IN MENDON, 0.2 MILE NORTH OF POND ROAD, 19.6 FEET WEST OF CENTER
 OF2042'LINE OF WEST BLOOMFIELD-PITTSFORD ROAD, 89.5 FEET SOUTHWEST OF
 OF2042'SOUTHWEST CORNER OF THE WILLIAM ARMSTRONG, SR. HOUSE, 50.7
 OF2042'FEET SOUTHWEST OF 28-INCH BUTTERNUT TREE, AND 27.8 FEET
 OF2042'NORTHEAST OF POLE 221-309.  STATION IS A U.S.C. AND G.S. AND
 OF2042'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2042
 OF2042                          STATION RECOVERY (1969)
 OF2042
 OF2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2042'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2042'
 OF2042'IN MENDON, ALONG WEST BLOOMFIELD ROAD
 OF2042'
 OF2042'0.2 MILE NORTH OF POND ROAD
 OF2042'
 OF2042'89.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF GARAGE OF HOUSE
 OF2042'NO. 756
 OF2042'
 OF2042'19.6 FEET WEST OF CENTERLINE OF WEST BLOOMFIELD ROAD
 OF2042'
 OF2042'1.2 FEET EAST OF WITNESS POST
 OF2042'
 OF2042'1.6 MILES NORTHWEST OF STATION LONE 1969
 OF2042'
 OF2042'STATION IS A U.S.C. AND G.S. AND S.S. STANDARD DISK IN CONCRETE
 OF2042'COVERED 6 INCHES AND STAMPED 1003 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2040 ***********************************************************************
 OF2040  DESIGNATION -  1004 MCGS 1969
 OF2040  PID         -  OF2040
 OF2040  STATE/COUNTY-  NY/MONROE
 OF2040  USGS QUAD   -  PITTSFORD (1978)
 OF2040
 OF2040                         *CURRENT SURVEY CONTROL
 OF2040  ___________________________________________________________________
 OF2040* NAD 83(1996)-  43 00 21.05170(N)    077 31 28.36377(W)     ADJUSTED  
 OF2040* NAVD 88     -       202.9    (meters)     666.     (feet)  VERTCON   
 OF2040  ___________________________________________________________________
 OF2040  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OF2040  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OF2040
 OF2040  HORZ ORDER  -  SECOND
 OF2040
 OF2040.The horizontal coordinates were established by classical geodetic methods
 OF2040.and adjusted by the National Geodetic Survey in January 1999..
 OF2040
 OF2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2040
 OF2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2040
 OF2040.The geoid height was determined by GEOID03.
 OF2040
 OF2040;                    North         East     Units Scale Factor Converg.
 OF2040;SPC NY W     -   334,363.666   436,321.353   MT  1.00002913   +0 43 20.0
 OF2040;SPC NY W     - 1,096,991.46  1,431,497.64   sFT  1.00002913   +0 43 20.0
 OF2040;SPC NY C     -   334,249.540   173,264.478   MT  1.00000991   -0 38 31.2
 OF2040;SPC NY C     - 1,096,617.03    568,451.87   sFT  1.00000991   -0 38 31.2
 OF2040;UTM  18      - 4,764,557.045   294,243.234   MT  1.00012084   -1 43 21.1
 OF2040
 OF2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2040!SPC NY W     -   0.99997368  x   1.00002913  =   1.00000280
 OF2040!SPC NY C     -   0.99997368  x   1.00000991  =   0.99998359
 OF2040!UTM  18      -   0.99997368  x   1.00012084  =   1.00009451
 OF2040
 OF2040:                Primary Azimuth Mark                     Grid Az
 OF2040:SPC NY W     -  1061 MCGS                                177 27 07.4
 OF2040:SPC NY C     -  1061 MCGS                                178 48 58.6
 OF2040:UTM  18      -  1061 MCGS                                179 53 48.5
 OF2040
 OF2040|---------------------------------------------------------------------|
 OF2040| PID    Reference Object                     Distance      Geod. Az  |
 OF2040|                                                           dddmmss.s |
 OF2040| NB1975 1061 MCGS                           APPROX. 1.1 KM 1781027.4 |
 OF2040| OF2042 1003 NYGS 1969                      APPROX. 0.6 KM 3571433.8 |
 OF2040|---------------------------------------------------------------------|
 OF2040
 OF2040                          SUPERSEDED SURVEY CONTROL
 OF2040
 OF2040  NAD 83(1986)-  43 00 21.05982(N)    077 31 28.36109(W) AD(       ) 2
 OF2040  NAD 27      -  43 00 20.83229(N)    077 31 29.37362(W) AD(       ) 2
 OF2040  NGVD 29 (07/19/86)  203.1    (m)          666.     (f) VERT ANG       
 OF2040
 OF2040.Superseded values are not recommended for survey control.
 OF2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2040.See file dsdata.txt to determine how the superseded data were derived.
 OF2040
 OF2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9424364557(NAD 83)
 OF2040_MARKER: DD = SURVEY DISK
 OF2040_SETTING: 0 = UNSPECIFIED SETTING
 OF2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2040
 OF2040  HISTORY     - Date     Condition        Report By
 OF2040  HISTORY     - 1969     MONUMENTED       NY-055
 OF2040
 OF2040                          STATION DESCRIPTION
 OF2040
 OF2040'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2040'IN MENDON, ALONG WEST BLOOMFIELD ROAD
 OF2040'
 OF2040'0.2 MILE SOUTH OF POND ROAD
 OF2040'
 OF2040'1.32 MILE NORTH WEST STATION LONE 1969
 OF2040'
 OF2040'13.6 FEET EAST OF CENTER OF WEST BLOOMFIELD ROAD
 OF2040'
 OF2040'93.2 FEET SOUTH OF POLE
 OF2040'
 OF2040'113.7 FEET NORTH OF NORTH RANGELINE OF HOUSE 546
 OF2040'
 OF2040'50.9 FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE WELL CAP
 OF2040'
 OF2040'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 1004 IN THE
 OF2040'TOP OF A CONCRETE POST COVERED 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0145 ***********************************************************************
 NB0145  DESIGNATION -  1005
 NB0145  PID         -  NB0145
 NB0145  STATE/COUNTY-  NY/TOMPKINS
 NB0145  USGS QUAD   -  WEST GROTON (1976)
 NB0145
 NB0145                         *CURRENT SURVEY CONTROL
 NB0145  ___________________________________________________________________
 NB0145* NAD 83(1986)-  42 36 42.     (N)    076 29 52.     (W)     SCALED    
 NB0145* NAVD 88     -       305.433  (meters)    1002.07   (feet)  ADJUSTED  
 NB0145  ___________________________________________________________________
 NB0145  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NB0145  DYNAMIC HT  -         305.335 (meters)    1001.75  (feet)  COMP
 NB0145  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 NB0145
 NB0145  VERT ORDER  -  SECOND    CLASS 0
 NB0145
 NB0145.The horizontal coordinates were scaled from a topographic map and have
 NB0145.an estimated accuracy of +/- 6 seconds.
 NB0145
 NB0145.The orthometric height was determined by differential leveling
 NB0145.and adjusted by the National Geodetic Survey in June 1991..
 NB0145
 NB0145.The geoid height was determined by GEOID03.
 NB0145
 NB0145.The dynamic height is computed by dividing the NAVD 88
 NB0145.geopotential number by the normal gravity value computed on the
 NB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0145.degrees latitude (g = 980.6199 gals.).
 NB0145
 NB0145.The modeled gravity was interpolated from observed gravity values.
 NB0145
 NB0145;                    North         East    Units  Estimated Accuracy
 NB0145;SPC NY C     -   290,040.      257,020.      MT  (+/- 180 meters Scaled)
 NB0145
 NB0145                          SUPERSEDED SURVEY CONTROL
 NB0145
 NB0145  NGVD 29 (??/??/92)  305.569  (m)         1002.52   (f) ADJ UNCH    2 0
 NB0145
 NB0145.Superseded values are not recommended for survey control.
 NB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0145.See file dsdata.txt to determine how the superseded data were derived.
 NB0145
 NB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN771187(NAD 83)
 NB0145_MARKER: P = PIPE CAP
 NB0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NB0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NB0145_STAMPING: 1005
 NB0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0145+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2002
 NB0145
 NB0145  HISTORY     - Date     Condition        Report By
 NB0145  HISTORY     - UNK      MONUMENTED       USGS
 NB0145  HISTORY     - 1942     GOOD             NGS
 NB0145  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0145  HISTORY     - 20020218 GOOD             NYSE+S
 NB0145  HISTORY     - 20060822 MARK NOT FOUND   USPSQD
 NB0145
 NB0145                          STATION DESCRIPTION
 NB0145
 NB0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0145'5.2 MI SE FROM GENOA.
 NB0145'TO REACH FROM THE U.S. POST OFFICE AT GENOA-- PROCEED EASTERLY ALONG
 NB0145'NEW YORK STATE HIGHWAY NO.90 0.4 MILE THENCE SOUTHERLY ALONG NEW YORK
 NB0145'STATE HIGHWAY NO.34 4.8 MILES TO THE SITE OF THE BENCH MARK. BENCH
 NB0145'MARK IS 35.FEET NORTH OF AND ABOUT 1. FOOT ABOVE THE
 NB0145'CENTER LINE OF DIRT ROAD
 NB0145'LEADING WEST, 62.FEET WEST OF AND ABOUT 1.5 FOOT ABOVE THE CENTER
 NB0145'LINE OF NEW YORK STATE HIGHWAY NO.34. IT IS 3.7 FEET SOUTH OF OLD
 NB0145'ABANDONED STORE BUILDING AND 3.FEET EAST OF A 4X4-INCH WOODEN MARKER
 NB0145'POST. THE MONUMENT PROJECTS 0.2 FOOT. A STANDARD U.S.G.S. DISK
 NB0145'RIVITED ON A 3-INCH IRON PIPE. STAMPED 1005.
 NB0145
 NB0145                          STATION RECOVERY (1990)
 NB0145
 NB0145'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0145'MARK NOT FOUND.
 NB0145
 NB0145                          STATION RECOVERY (2002)
 NB0145
 NB0145'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2002 (RLC)
 NB0145'RECOVERED AS DESCRIBED
 NB0145
 NB0145                          STATION RECOVERY (2006)
 NB0145
 NB0145'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 NB0145'THE ABANDONED STORE WAS BULL DOZED IN 2005, THEY DID NOT FIND THE MARK
 NB0145'AT THE TIME OF THE BUILDING DESTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1082 ***********************************************************************
 NB1082  DESIGNATION -  1006 D USGS
 NB1082  PID         -  NB1082
 NB1082  STATE/COUNTY-  NY/STEUBEN
 NB1082  USGS QUAD   -  RATHBONE (1953)
 NB1082
 NB1082                         *CURRENT SURVEY CONTROL
 NB1082  ___________________________________________________________________
 NB1082* NAD 83(1986)-  42 08 01.     (N)    077 19 16.     (W)     SCALED    
 NB1082* NAVD 88     -       306.947  (meters)    1007.04   (feet)  ADJUSTED  
 NB1082  ___________________________________________________________________
 NB1082  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NB1082  DYNAMIC HT  -         306.828 (meters)    1006.65  (feet)  COMP
 NB1082  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 NB1082
 NB1082  VERT ORDER  -  FIRST     CLASS II
 NB1082
 NB1082.The horizontal coordinates were scaled from a topographic map and have
 NB1082.an estimated accuracy of +/- 6 seconds.
 NB1082
 NB1082.The orthometric height was determined by differential leveling
 NB1082.and adjusted by the National Geodetic Survey in June 1991..
 NB1082
 NB1082.The geoid height was determined by GEOID03.
 NB1082
 NB1082.The dynamic height is computed by dividing the NAVD 88
 NB1082.geopotential number by the normal gravity value computed on the
 NB1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1082.degrees latitude (g = 980.6199 gals.).
 NB1082
 NB1082.The modeled gravity was interpolated from observed gravity values.
 NB1082
 NB1082;                    North         East    Units  Estimated Accuracy
 NB1082;SPC NY C     -   237,200.      189,010.      MT  (+/- 180 meters Scaled)
 NB1082
 NB1082                          SUPERSEDED SURVEY CONTROL
 NB1082
 NB1082  NGVD 29 (??/??/92)  307.104  (m)         1007.56   (f) ADJ UNCH    1 2
 NB1082
 NB1082.Superseded values are not recommended for survey control.
 NB1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1082.See file dsdata.txt to determine how the superseded data were derived.
 NB1082
 NB1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM081672(NAD 83)
 NB1082_MARKER: DD = SURVEY DISK
 NB1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1082_SP_SET: STONE
 NB1082_STAMPING: 1006 D 1898
 NB1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1082+STABILITY: SURFACE MOTION
 NB1082
 NB1082  HISTORY     - Date     Condition        Report By
 NB1082  HISTORY     - 1898     MONUMENTED       USGS
 NB1082  HISTORY     - 1941     GOOD             NGS
 NB1082  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1082  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NB1082
 NB1082                          STATION DESCRIPTION
 NB1082
 NB1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1082'5.3 MI NW FROM ADDISON.
 NB1082'5.3 MILES NORTHWEST ALONG ERIE RAILROAD FROM STATION AT ADDISON,
 NB1082'AT RATHBONE, SET IN THE FOUNDATION STONE ON NORTH SIDE OF THE EAST
 NB1082'ENTRANCE OF F. MARTINS STORE, 21.5 FEET WEST OF THE CENTER LINE OF
 NB1082'THE MAIN STREET, 6.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 NB1082'BUILDING, 1.6 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE NORTH OF THE
 NB1082'STORE, 1.2 FEET NORTH OF THE ENTRANCE. A STANDARD DISK STAMPED 1006 D
 NB1082'1898.
 NB1082
 NB1082                          STATION RECOVERY (1983)
 NB1082
 NB1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1082'NOT RECOVERED, THE STORE HAS BEEN TORN DOWN.
 NB1082
 NB1082                          STATION RECOVERY (2002)
 NB1082
 NB1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0414 ***********************************************************************
 NB0414  DESIGNATION -  101
 NB0414  PID         -  NB0414
 NB0414  STATE/COUNTY-  NY/YATES
 NB0414  USGS QUAD   -  READING CENTER (1978)
 NB0414
 NB0414                         *CURRENT SURVEY CONTROL
 NB0414  ___________________________________________________________________
 NB0414* NAD 83(1986)-  42 29 26.     (N)    076 54 59.     (W)     SCALED    
 NB0414* NAVD 88     -       209.732  (meters)     688.10   (feet)  ADJUSTED  
 NB0414  ___________________________________________________________________
 NB0414  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NB0414  DYNAMIC HT  -         209.665 (meters)     687.88  (feet)  COMP
 NB0414  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NB0414
 NB0414  VERT ORDER  -  SECOND    CLASS 0
 NB0414
 NB0414.The horizontal coordinates were scaled from a topographic map and have
 NB0414.an estimated accuracy of +/- 6 seconds.
 NB0414
 NB0414.The orthometric height was determined by differential leveling
 NB0414.and adjusted by the National Geodetic Survey in June 1991..
 NB0414
 NB0414.The geoid height was determined by GEOID03.
 NB0414
 NB0414.The dynamic height is computed by dividing the NAVD 88
 NB0414.geopotential number by the normal gravity value computed on the
 NB0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0414.degrees latitude (g = 980.6199 gals.).
 NB0414
 NB0414.The modeled gravity was interpolated from observed gravity values.
 NB0414
 NB0414;                    North         East    Units  Estimated Accuracy
 NB0414;SPC NY C     -   276,630.      222,620.      MT  (+/- 180 meters Scaled)
 NB0414
 NB0414                          SUPERSEDED SURVEY CONTROL
 NB0414
 NB0414  NGVD 29 (??/??/92)  209.898  (m)          688.64   (f) ADJ UNCH    2 0
 NB0414
 NB0414.Superseded values are not recommended for survey control.
 NB0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0414.See file dsdata.txt to determine how the superseded data were derived.
 NB0414
 NB0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN425060(NAD 83)
 NB0414_MARKER: B = BOLT
 NB0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0414_SP_SET: BRIDGE ABUTMENT
 NB0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0414
 NB0414  HISTORY     - Date     Condition        Report By
 NB0414  HISTORY     - UNK      MONUMENTED       PRR
 NB0414  HISTORY     - 1935     GOOD             NGS
 NB0414
 NB0414                          STATION DESCRIPTION
 NB0414
 NB0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0414'1.35 MI N FROM ROCK STREAM.
 NB0414'IS LOCATED 1.35 MILES NORTH OF THE DEPOT AT ROCK STREAM. 0.75 OF MILE
 NB0414'SOUTH OF THE DEPOT AT GLENORA. ON WEST END OF BACK WALL OF NORTH
 NB0414'ABUTMENT OF BRIDGE NO. 25.05 OVER BIG STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0023 ***********************************************************************
 PH0023  DESIGNATION -  1010
 PH0023  PID         -  PH0023
 PH0023  STATE/COUNTY-  NY/FRANKLIN
 PH0023  USGS QUAD   -  MALONE (1964)
 PH0023
 PH0023                         *CURRENT SURVEY CONTROL
 PH0023  ___________________________________________________________________
 PH0023* NAD 83(1986)-  44 49 03.     (N)    074 15 14.     (W)     SCALED    
 PH0023* NAVD 88     -       307.654  (meters)    1009.36   (feet)  ADJUSTED  
 PH0023  ___________________________________________________________________
 PH0023  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 PH0023  DYNAMIC HT  -         307.632 (meters)    1009.29  (feet)  COMP
 PH0023  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 PH0023
 PH0023  VERT ORDER  -  FIRST     CLASS II
 PH0023
 PH0023.The horizontal coordinates were scaled from a topographic map and have
 PH0023.an estimated accuracy of +/- 6 seconds.
 PH0023
 PH0023.The orthometric height was determined by differential leveling
 PH0023.and adjusted by the National Geodetic Survey in June 1991..
 PH0023
 PH0023.The geoid height was determined by GEOID03.
 PH0023
 PH0023.The dynamic height is computed by dividing the NAVD 88
 PH0023.geopotential number by the normal gravity value computed on the
 PH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0023.degrees latitude (g = 980.6199 gals.).
 PH0023
 PH0023.The modeled gravity was interpolated from observed gravity values.
 PH0023
 PH0023;                    North         East    Units  Estimated Accuracy
 PH0023;SPC NY E     -   664,620.      169,470.      MT  (+/- 180 meters Scaled)
 PH0023
 PH0023                          SUPERSEDED SURVEY CONTROL
 PH0023
 PH0023  NGVD 29 (??/??/92)  307.724  (m)         1009.59   (f) ADJ UNCH    1 2
 PH0023
 PH0023.Superseded values are not recommended for survey control.
 PH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0023.See file dsdata.txt to determine how the superseded data were derived.
 PH0023
 PH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ589629(NAD 83)
 PH0023_MARKER: DD = SURVEY DISK
 PH0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0023_SP_SET: BRIDGE
 PH0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0023
 PH0023  HISTORY     - Date     Condition        Report By
 PH0023  HISTORY     - UNK      MONUMENTED       USGS
 PH0023  HISTORY     - 1931     GOOD             NGS
 PH0023
 PH0023                          STATION DESCRIPTION
 PH0023
 PH0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0023'1.0 MI N FROM WHIPPLEVILLE.
 PH0023'ON THE RIGHT OF WAY OF THE NEW YORK CENTRAL RAILROAD.  0.25 MILE NORTH
 PH0023'OF MILEPOST 4-170, IN THE CENTER OF THE CAP STONE ON WEST SIDE OF
 PH0023'CONCRETE DRY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1554 ***********************************************************************
 NB1554  DESIGNATION -  1011 USGS RESET 1982
 NB1554  PID         -  NB1554
 NB1554  STATE/COUNTY-  NY/STEUBEN
 NB1554  USGS QUAD   -  CAMPBELL (1978)
 NB1554
 NB1554                         *CURRENT SURVEY CONTROL
 NB1554  ___________________________________________________________________
 NB1554* NAD 83(1986)-  42 13 45.     (N)    077 11 20.     (W)     SCALED    
 NB1554* NAVD 88     -       309.29   (meters)    1014.7    (feet)  RESET     
 NB1554  ___________________________________________________________________
 NB1554  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 NB1554
 NB1554  VERT ORDER  -  THIRD
 NB1554
 NB1554.The horizontal coordinates were scaled from a topographic map and have
 NB1554.an estimated accuracy of +/- 6 seconds.
 NB1554
 NB1554.The orthometric height was computed from unverified reset data.
 NB1554.No vertical observational check was made to the station.
 NB1554
 NB1554.The geoid height was determined by GEOID03.
 NB1554
 NB1554;                    North         East    Units  Estimated Accuracy
 NB1554;SPC NY C     -   247,730.      200,010.      MT  (+/- 180 meters Scaled)
 NB1554
 NB1554                          SUPERSEDED SURVEY CONTROL
 NB1554
 NB1554  NGVD 29 (09/01/04)  309.44   (m)         1015.2    (f) RESET       3  
 NB1554
 NB1554.Superseded values are not recommended for survey control.
 NB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1554.See file dsdata.txt to determine how the superseded data were derived.
 NB1554
 NB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM193775(NAD 83)
 NB1554_MARKER: DB = BENCH MARK DISK
 NB1554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NB1554_SP_SET: WINGWALL
 NB1554_STAMPING: 1011 USGS RESET 1982
 NB1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1554+STABILITY: SURFACE MOTION
 NB1554
 NB1554  HISTORY     - Date     Condition        Report By
 NB1554  HISTORY     - 1982     MONUMENTED       NYDT
 NB1554  HISTORY     - 1988     GOOD             USPSQD
 NB1554  HISTORY     - 20010331 GOOD             NGS
 NB1554  HISTORY     - 20041012 GOOD             SEAR
 NB1554
 NB1554                          STATION DESCRIPTION
 NB1554
 NB1554'DESCRIBED BY NY DEPT OF TRANSP 1982
 NB1554'IN CAMPBELL.
 NB1554'IN CAMPBELL, ON NEW YORK STATE ROUTE 333 NEAR THE EASTERLY LIMITS
 NB1554'OF THE HAMLET OF CAMPBELL, ON A HIGHWAY BRIDGE OVER MCNUTT RUN
 NB1554'CREEK, IN TOP OF THE NORTHWEST CONCRETE WINGWALL.
 NB1554
 NB1554                          STATION RECOVERY (1988)
 NB1554
 NB1554'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1554'RECOVERED IN GOOD CONDITION.
 NB1554
 NB1554                          STATION RECOVERY (2001)
 NB1554
 NB1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB1554
 NB1554                          STATION RECOVERY (2004)
 NB1554
 NB1554'RECOVERY NOTE BY SEAR-BROWN 2004 (MJG)
 NB1554'THE 1982 DESCRIPTION IS OK EXCEPT THAT THE BRIDGE CARRIES STEUBEN
 NB1554'COUNTY ROUTE 333, NOT NEW YORK STATE ROUTE 333, OVER MCNUT RUN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1740 ***********************************************************************
 NA1740  DESIGNATION -  1015
 NA1740  PID         -  NA1740
 NA1740  STATE/COUNTY-  NY/CHENANGO
 NA1740  USGS QUAD   -  NORWICH (1943)
 NA1740
 NA1740                         *CURRENT SURVEY CONTROL
 NA1740  ___________________________________________________________________
 NA1740* NAD 83(1986)-  42 31 53.     (N)    075 31 30.     (W)     SCALED    
 NA1740* NAVD 88     -       309.374  (meters)    1015.00   (feet)  ADJUSTED  
 NA1740  ___________________________________________________________________
 NA1740  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NA1740  DYNAMIC HT  -         309.265 (meters)    1014.65  (feet)  COMP
 NA1740  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 NA1740
 NA1740  VERT ORDER  -  SECOND    CLASS 0
 NA1740
 NA1740.The horizontal coordinates were scaled from a topographic map and have
 NA1740.an estimated accuracy of +/- 6 seconds.
 NA1740
 NA1740.The orthometric height was determined by differential leveling
 NA1740.and adjusted by the National Geodetic Survey in June 1991..
 NA1740
 NA1740.The geoid height was determined by GEOID03.
 NA1740
 NA1740.The dynamic height is computed by dividing the NAVD 88
 NA1740.geopotential number by the normal gravity value computed on the
 NA1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1740.degrees latitude (g = 980.6199 gals.).
 NA1740
 NA1740.The modeled gravity was interpolated from observed gravity values.
 NA1740
 NA1740;                    North         East    Units  Estimated Accuracy
 NA1740;SPC NY C     -   281,660.      336,950.      MT  (+/- 180 meters Scaled)
 NA1740
 NA1740                          SUPERSEDED SURVEY CONTROL
 NA1740
 NA1740  NGVD 29 (??/??/92)  309.477  (m)         1015.34   (f) ADJ UNCH    2 0
 NA1740
 NA1740.Superseded values are not recommended for survey control.
 NA1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1740.See file dsdata.txt to determine how the superseded data were derived.
 NA1740
 NA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN568089(NAD 83)
 NA1740_MARKER: DD = SURVEY DISK
 NA1740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1740_SP_SET: SIDEWALK
 NA1740_STAMPING: 1015-NY-ALBANY
 NA1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1740
 NA1740  HISTORY     - Date     Condition        Report By
 NA1740  HISTORY     - UNK      MONUMENTED       USGS
 NA1740  HISTORY     - 1934     GOOD             NGS
 NA1740
 NA1740                          STATION DESCRIPTION
 NA1740
 NA1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA1740'AT NORWICH.
 NA1740'AT THE CHENANGO COUNTY COURT HOUSE IN NORWICH, IN THE FACE OF THE
 NA1740'SOUTH WALL OF THE COURT HOUSE, AT THE SOUTHEAST CORNER OF THE
 NA1740'BUILDING, 4 1/2 YARDS WEST OF THE BASE OF THE BOTTOM STEP LEADING TO
 NA1740'THE ENTRANCE TO THE COURT HOUSE, 2 1/2 YARDS NORTH OF A STONE
 NA1740'SIDEWALK, 1 YARD ABOVE THE LEVEL OF THE SIDE WALK, A VERTICAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0168 ***********************************************************************
 NA0168  DESIGNATION -  1015
 NA0168  PID         -  NA0168
 NA0168  STATE/COUNTY-  NY/ALBANY
 NA0168  USGS QUAD   -  GALLUPVILLE (1978)
 NA0168
 NA0168                         *CURRENT SURVEY CONTROL
 NA0168  ___________________________________________________________________
 NA0168* NAD 83(1986)-  42 37 32.     (N)    074 08 31.     (W)     SCALED    
 NA0168* NAVD 88     -       308.916  (meters)    1013.50   (feet)  ADJUSTED  
 NA0168  ___________________________________________________________________
 NA0168  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NA0168  DYNAMIC HT  -         308.817 (meters)    1013.18  (feet)  COMP
 NA0168  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 NA0168
 NA0168  VERT ORDER  -  SECOND    CLASS 0
 NA0168
 NA0168.The horizontal coordinates were scaled from a topographic map and have
 NA0168.an estimated accuracy of +/- 6 seconds.
 NA0168
 NA0168.The orthometric height was determined by differential leveling
 NA0168.and adjusted by the National Geodetic Survey in June 1991..
 NA0168
 NA0168.The geoid height was determined by GEOID03.
 NA0168
 NA0168.The dynamic height is computed by dividing the NAVD 88
 NA0168.geopotential number by the normal gravity value computed on the
 NA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0168.degrees latitude (g = 980.6199 gals.).
 NA0168
 NA0168.The modeled gravity was interpolated from observed gravity values.
 NA0168
 NA0168;                    North         East    Units  Estimated Accuracy
 NA0168;SPC NY E     -   421,140.      179,370.      MT  (+/- 180 meters Scaled)
 NA0168
 NA0168                          SUPERSEDED SURVEY CONTROL
 NA0168
 NA0168  NGVD 29 (??/??/92)  309.074  (m)         1014.02   (f) ADJ UNCH    2 0
 NA0168
 NA0168.Superseded values are not recommended for survey control.
 NA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0168.See file dsdata.txt to determine how the superseded data were derived.
 NA0168
 NA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN703195(NAD 83)
 NA0168_MARKER: DD = SURVEY DISK
 NA0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0168_SP_SET: BUILDING
 NA0168_STAMPING: 1015
 NA0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0168
 NA0168  HISTORY     - Date     Condition        Report By
 NA0168  HISTORY     - UNK      MONUMENTED       USGS
 NA0168  HISTORY     - 1942     GOOD             NGS
 NA0168
 NA0168                          STATION DESCRIPTION
 NA0168
 NA0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0168'AT BERNE.
 NA0168'AT BERNE, IN THE EAST FACE OF THE STONE FOUNDATION OF ST. PAULS
 NA0168'LUTHERAN CHURCH, AT THE SOUTHEAST CORNER, ABOUT 1.5 FEET ABOVE
 NA0168'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1092 ***********************************************************************
 OE1092  DESIGNATION -  1017
 OE1092  PID         -  OE1092
 OE1092  STATE/COUNTY-  NY/ONEIDA
 OE1092  USGS QUAD   -  POINT ROCK (1955)
 OE1092
 OE1092                         *CURRENT SURVEY CONTROL
 OE1092  ___________________________________________________________________
 OE1092* NAD 83(1986)-  43 22 50.     (N)    075 32 51.     (W)     SCALED    
 OE1092* NAVD 88     -       309.687  (meters)    1016.03   (feet)  ADJUSTED  
 OE1092  ___________________________________________________________________
 OE1092  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 OE1092  DYNAMIC HT  -         309.608 (meters)    1015.77  (feet)  COMP
 OE1092  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 OE1092
 OE1092  VERT ORDER  -  SECOND    CLASS 0
 OE1092
 OE1092.The horizontal coordinates were scaled from a topographic map and have
 OE1092.an estimated accuracy of +/- 6 seconds.
 OE1092
 OE1092.The orthometric height was determined by differential leveling
 OE1092.and adjusted by the National Geodetic Survey in June 1991..
 OE1092
 OE1092.The geoid height was determined by GEOID03.
 OE1092
 OE1092.The dynamic height is computed by dividing the NAVD 88
 OE1092.geopotential number by the normal gravity value computed on the
 OE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1092.degrees latitude (g = 980.6199 gals.).
 OE1092
 OE1092.The modeled gravity was interpolated from observed gravity values.
 OE1092
 OE1092;                    North         East    Units  Estimated Accuracy
 OE1092;SPC NY C     -   375,970.      333,940.      MT  (+/- 180 meters Scaled)
 OE1092
 OE1092                          SUPERSEDED SURVEY CONTROL
 OE1092
 OE1092  NGVD 29 (??/??/92)  309.825  (m)         1016.48   (f) ADJ UNCH    2 0
 OE1092
 OE1092.Superseded values are not recommended for survey control.
 OE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1092.See file dsdata.txt to determine how the superseded data were derived.
 OE1092
 OE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP556032(NAD 83)
 OE1092_MARKER: DD = SURVEY DISK
 OE1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1092_SP_SET: WALL
 OE1092_STAMPING: 1017 ALBANY 1902
 OE1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1092
 OE1092  HISTORY     - Date     Condition        Report By
 OE1092  HISTORY     - 1902     MONUMENTED       USGS
 OE1092  HISTORY     - 1942     GOOD             NGS
 OE1092
 OE1092                          STATION DESCRIPTION
 OE1092
 OE1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1092'IN POINT ROCK.
 OE1092'AT POINT ROCK, ONEIDA COUNTY, AT THE WILLSON STORE, IN THE NORTH
 OE1092'FOUNDATION WALL, 1 FOOT EAST OF THE NORTHWEST CORNER, AND 1.2 FEET
 OE1092'HIGHER THAN THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OE1092'DISK, STAMPED 1017 ALBANY 1902 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0325 ***********************************************************************
 NB0325  DESIGNATION -  1019
 NB0325  PID         -  NB0325
 NB0325  STATE/COUNTY-  NY/CORTLAND
 NB0325  USGS QUAD   -  MARATHON (1994)
 NB0325
 NB0325                         *CURRENT SURVEY CONTROL
 NB0325  ___________________________________________________________________
 NB0325* NAD 83(1986)-  42 26 28.     (N)    076 02 00.     (W)     SCALED    
 NB0325* NAVD 88     -       310.643  (meters)    1019.17   (feet)  ADJUSTED  
 NB0325  ___________________________________________________________________
 NB0325  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 NB0325  DYNAMIC HT  -         310.535 (meters)    1018.81  (feet)  COMP
 NB0325  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 NB0325
 NB0325  VERT ORDER  -  SECOND    CLASS 0
 NB0325
 NB0325.The horizontal coordinates were scaled from a topographic map and have
 NB0325.an estimated accuracy of +/- 6 seconds.
 NB0325
 NB0325.The orthometric height was determined by differential leveling
 NB0325.and adjusted by the National Geodetic Survey in June 1991..
 NB0325
 NB0325.The geoid height was determined by GEOID03.
 NB0325
 NB0325.The dynamic height is computed by dividing the NAVD 88
 NB0325.geopotential number by the normal gravity value computed on the
 NB0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0325.degrees latitude (g = 980.6199 gals.).
 NB0325
 NB0325.The modeled gravity was interpolated from observed gravity values.
 NB0325
 NB0325;                    North         East    Units  Estimated Accuracy
 NB0325;SPC NY C     -   271,240.      295,250.      MT  (+/- 180 meters Scaled)
 NB0325
 NB0325                          SUPERSEDED SURVEY CONTROL
 NB0325
 NB0325  NGVD 29 (??/??/92)  310.782  (m)         1019.62   (f) ADJ UNCH    2 0
 NB0325
 NB0325.Superseded values are not recommended for survey control.
 NB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0325.See file dsdata.txt to determine how the superseded data were derived.
 NB0325
 NB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM150992(NAD 83)
 NB0325_MARKER: DD = SURVEY DISK
 NB0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0325_SP_SET: BUILDING
 NB0325_STAMPING: 1019 ALBANY 1900
 NB0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0325
 NB0325  HISTORY     - Date     Condition        Report By
 NB0325  HISTORY     - 1900     MONUMENTED       USGS
 NB0325  HISTORY     - 19981027 GOOD             FA
 NB0325
 NB0325                          STATION DESCRIPTION
 NB0325
 NB0325'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 NB0325'AT MARATHON.
 NB0325'AT MARATHON, CORTLAND COUNTY, AT THE PECK MEMORIAL LIBRARY, IN THE
 NB0325'TOP OF THE NORTHWEST CORNER OF THE WATER TABLE, AND 1.5 FEET FROM THE
 NB0325'CORNER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NB0325'1019 ALBANY 1900.
 NB0325
 NB0325                          STATION RECOVERY (1998)
 NB0325
 NB0325'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 NB0325'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1450 ***********************************************************************
 PH1450  DESIGNATION -  102
 PH1450  PID         -  PH1450
 PH1450  STATE/COUNTY-  NY/ST LAWRENCE
 PH1450  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1450
 PH1450                         *CURRENT SURVEY CONTROL
 PH1450  ___________________________________________________________________
 PH1450* NAD 83(1986)-  44 40 56.     (N)    075 31 07.     (W)     SCALED    
 PH1450* NAVD 88     -        79.134  (meters)     259.63   (feet)  ADJUSTED  
 PH1450  ___________________________________________________________________
 PH1450  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 PH1450  DYNAMIC HT  -          79.129 (meters)     259.61  (feet)  COMP
 PH1450  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 PH1450
 PH1450  VERT ORDER  -  FIRST     CLASS 0
 PH1450
 PH1450.The horizontal coordinates were scaled from a topographic map and have
 PH1450.an estimated accuracy of +/- 6 seconds.
 PH1450
 PH1450.The orthometric height was determined by differential leveling
 PH1450.and adjusted by the National Geodetic Survey in June 1991..
 PH1450
 PH1450.The geoid height was determined by GEOID03.
 PH1450
 PH1450.The dynamic height is computed by dividing the NAVD 88
 PH1450.geopotential number by the normal gravity value computed on the
 PH1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1450.degrees latitude (g = 980.6199 gals.).
 PH1450
 PH1450.The modeled gravity was interpolated from observed gravity values.
 PH1450
 PH1450;                    North         East    Units  Estimated Accuracy
 PH1450;SPC NY E     -   650,070.       69,250.      MT  (+/- 180 meters Scaled)
 PH1450
 PH1450                          SUPERSEDED SURVEY CONTROL
 PH1450
 PH1450  NGVD 29 (??/??/92)   79.264  (m)          260.05   (f) ADJ UNCH    1 0
 PH1450
 PH1450.Superseded values are not recommended for survey control.
 PH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1450.See file dsdata.txt to determine how the superseded data were derived.
 PH1450
 PH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ589477(NAD 83)
 PH1450_MARKER: Z = SEE DESCRIPTION
 PH1450_SETTING: 80 = SET IN A BOULDER
 PH1450_SP_SET: BOULDER
 PH1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1450+STABILITY: SURFACE MOTION
 PH1450
 PH1450  HISTORY     - Date     Condition        Report By
 PH1450  HISTORY     - UNK      MONUMENTED       USLS
 PH1450  HISTORY     - 1969     GOOD             USLS
 PH1450
 PH1450                          STATION DESCRIPTION
 PH1450
 PH1450'DESCRIBED BY US LAKE SURVEY 1969
 PH1450'1.5 MI SW FROM OGDENSBURG.
 PH1450'IS IN ST. LAWRENCE COUNTY, NEW YORK, 1.5 MILES UPRIVER FROM CENTERLINE
 PH1450'OF BRIDGE OVER THE OSWEGATCHIE RIVER AT OGDENSBURG, ON ROAD SIDE OF
 PH1450'THE PENN CENTRAL R.R. TRACKS, ABOUT NORTH 10 DEGREES WEST OF THE
 PH1450'FLAGPOLE IN FRONT OF KNIGHTS OF PYTHIAN HOME FOR AGED, APPROXIMATELY
 PH1450'763 FEET DOWNRIVER FROM MILEPOST U-133, 146 FEET DOWNRIVER FROM
 PH1450'CENTERLINE OF CULVERT UNDER RAILROAD TRACKS, 17.9 FEET TOWARD ROAD
 PH1450'FROM SOUTH RAIL OF TRACKS, IN BOTTOM OF A DEEP DITCH AT TOE OF SLOPE
 PH1450'OF THE RAILROAD BED, ON TOP OF A 3 X 3 X 2 FOOT BOULDER, BEING HIGHEST
 PH1450'POINT ON A KNOB OUT IN THE UPRIVER SIDE, WITH NUMBERS 102 CUT ON THE
 PH1450'RIVER SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0819 ***********************************************************************
 NC0819  DESIGNATION -  102 SKS USGS RESET 1962
 NC0819  PID         -  NC0819
 NC0819  STATE/COUNTY-  NY/ALLEGANY
 NC0819  USGS QUAD   -  ANGELICA (1978)
 NC0819
 NC0819                         *CURRENT SURVEY CONTROL
 NC0819  ___________________________________________________________________
 NC0819* NAD 83(1986)-  42 15 01.     (N)    078 04 00.     (W)     SCALED    
 NC0819* NAVD 88     -       419.389  (meters)    1375.95   (feet)  ADJUSTED  
 NC0819  ___________________________________________________________________
 NC0819  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 NC0819  DYNAMIC HT  -         419.235 (meters)    1375.44  (feet)  COMP
 NC0819  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 NC0819
 NC0819  VERT ORDER  -  FIRST     CLASS II
 NC0819
 NC0819.The horizontal coordinates were scaled from a topographic map and have
 NC0819.an estimated accuracy of +/- 6 seconds.
 NC0819
 NC0819.The orthometric height was determined by differential leveling
 NC0819.and adjusted by the National Geodetic Survey in June 1991..
 NC0819
 NC0819.The geoid height was determined by GEOID03.
 NC0819
 NC0819.The dynamic height is computed by dividing the NAVD 88
 NC0819.geopotential number by the normal gravity value computed on the
 NC0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0819.degrees latitude (g = 980.6199 gals.).
 NC0819
 NC0819.The modeled gravity was interpolated from observed gravity values.
 NC0819
 NC0819;                    North         East    Units  Estimated Accuracy
 NC0819;SPC NY W     -   250,020.      392,640.      MT  (+/- 180 meters Scaled)
 NC0819
 NC0819                          SUPERSEDED SURVEY CONTROL
 NC0819
 NC0819.No superseded survey control is available for this station.
 NC0819
 NC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG419817(NAD 83)
 NC0819_MARKER: DD = SURVEY DISK
 NC0819_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC0819_SP_SET: HEADWALL OF CULVERT
 NC0819_STAMPING: 102 SKS 1952 RESET 1962
 NC0819_MARK LOGO: USGS  
 NC0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0819+STABILITY: SURFACE MOTION
 NC0819
 NC0819  HISTORY     - Date     Condition        Report By
 NC0819  HISTORY     - 1962     MONUMENTED       USGS
 NC0819  HISTORY     - 1983     GOOD             NGS
 NC0819
 NC0819                          STATION DESCRIPTION
 NC0819
 NC0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0819'0.8 KM (0.5 MI) SW FROM BELIVIDERE.
 NC0819'0.8 KM (0.5 MI) SOUTHWEST ALONG COUNTY HIGHWAY 20 FROM THE JUNCTION OF
 NC0819'STATE HIGHWAY 19 IN BELVIDERE TO THE MARK ON THE LEFT, IN THE
 NC0819'SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.79 METERS
 NC0819'(19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 39.62 METERS
 NC0819'(130.0 FT) NORTHEAST OF THE CENTER OF LYONS ROAD, 1.06 METERS (3.5 FT)
 NC0819'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF THE
 NC0819'CULVERT.
 NC0819'THE MARK IS 1.82 METERS  NE FROM A WITNESS POST.
 NC0819'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1100 ***********************************************************************
 NB1100  DESIGNATION -  1021 D
 NB1100  PID         -  NB1100
 NB1100  STATE/COUNTY-  NY/STEUBEN
 NB1100  USGS QUAD   -  ADDISON (1976)
 NB1100
 NB1100                         *CURRENT SURVEY CONTROL
 NB1100  ___________________________________________________________________
 NB1100* NAD 83(1986)-  42 06 35.     (N)    077 14 56.     (W)     SCALED    
 NB1100* NAVD 88     -       311.661  (meters)    1022.51   (feet)  ADJUSTED  
 NB1100  ___________________________________________________________________
 NB1100  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 NB1100  DYNAMIC HT  -         311.545 (meters)    1022.13  (feet)  COMP
 NB1100  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 NB1100
 NB1100  VERT ORDER  -  SECOND    CLASS 0
 NB1100
 NB1100.The horizontal coordinates were scaled from a topographic map and have
 NB1100.an estimated accuracy of +/- 6 seconds.
 NB1100
 NB1100.The orthometric height was determined by differential leveling
 NB1100.and adjusted by the National Geodetic Survey in June 1991..
 NB1100
 NB1100.The geoid height was determined by GEOID03.
 NB1100
 NB1100.The dynamic height is computed by dividing the NAVD 88
 NB1100.geopotential number by the normal gravity value computed on the
 NB1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1100.degrees latitude (g = 980.6199 gals.).
 NB1100
 NB1100.The modeled gravity was interpolated from observed gravity values.
 NB1100
 NB1100;                    North         East    Units  Estimated Accuracy
 NB1100;SPC NY C     -   234,500.      194,960.      MT  (+/- 180 meters Scaled)
 NB1100
 NB1100                          SUPERSEDED SURVEY CONTROL
 NB1100
 NB1100  NGVD 29 (??/??/92)  311.83   (m)         1023.1    (f) COMPUTED    2 0
 NB1100
 NB1100.Superseded values are not recommended for survey control.
 NB1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1100.See file dsdata.txt to determine how the superseded data were derived.
 NB1100
 NB1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM140644(NAD 83)
 NB1100_MARKER: DB = BENCH MARK DISK
 NB1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1100_SP_SET: BUILDING
 NB1100_STAMPING: 1021 D
 NB1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1100
 NB1100  HISTORY     - Date     Condition        Report By
 NB1100  HISTORY     - UNK      MONUMENTED       USGS
 NB1100  HISTORY     - 1941     MARK NOT FOUND   NGS
 NB1100  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NB1100
 NB1100                          STATION DESCRIPTION
 NB1100
 NB1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1100'0.4 MI E FROM ADDISON.
 NB1100'ADDISON, 0.4 MI E. OF STATION AND 750 FT NW. OF TRACKS. AT RIGHT
 NB1100'OF MAIN ENTRANCE TO UNION SCHOOL. STANDARD TABLET STAMPED 1021 D.
 NB1100
 NB1100                          STATION RECOVERY (2002)
 NB1100
 NB1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1100'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1979 ***********************************************************************
 NB1979  DESIGNATION -  1023 6 MCGS 1969
 NB1979  PID         -  NB1979
 NB1979  STATE/COUNTY-  NY/MONROE
 NB1979  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1979
 NB1979                         *CURRENT SURVEY CONTROL
 NB1979  ___________________________________________________________________
 NB1979* NAD 83(1996)-  42 57 55.09176(N)    077 35 31.71579(W)     ADJUSTED  
 NB1979* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 NB1979  ___________________________________________________________________
 NB1979  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 NB1979  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NB1979
 NB1979  HORZ ORDER  -  SECOND
 NB1979
 NB1979.The horizontal coordinates were established by classical geodetic methods
 NB1979.and adjusted by the National Geodetic Survey in January 1999..
 NB1979
 NB1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1979
 NB1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1979
 NB1979.The geoid height was determined by GEOID03.
 NB1979
 NB1979;                    North         East     Units Scale Factor Converg.
 NB1979;SPC NY W     -   329,792.465   430,863.298   MT  1.00001791   +0 40 32.1
 NB1979;SPC NY W     - 1,081,994.11  1,413,590.67   sFT  1.00001791   +0 40 32.1
 NB1979;SPC NY C     -   329,809.566   167,699.225   MT  1.00002080   -0 41 15.4
 NB1979;SPC NY C     - 1,082,050.22    550,193.21   sFT  1.00002080   -0 41 15.4
 NB1979;UTM  18      - 4,760,222.248   288,594.595   MT  1.00014984   -1 46 02.4
 NB1979
 NB1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1979!SPC NY W     -   0.99997589  x   1.00001791  =   0.99999380
 NB1979!SPC NY C     -   0.99997589  x   1.00002080  =   0.99999669
 NB1979!UTM  18      -   0.99997589  x   1.00014984  =   1.00012573
 NB1979
 NB1979|---------------------------------------------------------------------|
 NB1979| PID    Reference Object                     Distance      Geod. Az  |
 NB1979|                                                           dddmmss.s |
 NB1979| NB1978 1023 7 MCGS 1969                    395.685 METERS 15758     |
 NB1979|---------------------------------------------------------------------|
 NB1979
 NB1979                          SUPERSEDED SURVEY CONTROL
 NB1979
 NB1979  NAD 83(1986)-  42 57 55.09953(N)    077 35 31.71286(W) AD(       ) 2
 NB1979  NAD 27      -  42 57 54.87096(N)    077 35 32.71777(W) AD(       ) 2
 NB1979  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 NB1979
 NB1979.Superseded values are not recommended for survey control.
 NB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1979.See file dsdata.txt to determine how the superseded data were derived.
 NB1979
 NB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8859560222(NAD 83)
 NB1979_MARKER: DD = SURVEY DISK
 NB1979_SETTING: 0 = UNSPECIFIED SETTING
 NB1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1979
 NB1979  HISTORY     - Date     Condition        Report By
 NB1979  HISTORY     - 1969     MONUMENTED       NY-055
 NB1979  HISTORY     - 19940724 GOOD             USPSQD
 NB1979  HISTORY     - 20010331 GOOD             NGS
 NB1979
 NB1979                          STATION DESCRIPTION
 NB1979
 NB1979'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1979'IN MENDON ON CLOVER STREET,
 NB1979'
 NB1979'0.15 MILE SOUTH OF CHEESE FACTORY ROAD NEAR THE NORTHEAST CORNER
 NB1979'OF THE GROUNDS OF HOUSE 4809.
 NB1979'
 NB1979'2800 FEET SOUTH OF ALBERT 2 1966.
 NB1979'
 NB1979'19.5 FEET WEST OF CENTERLINE.
 NB1979'
 NB1979'48.2 FEET NORTH OF WOOD GUARD POST.
 NB1979'
 NB1979'99.2 FEET NORTH OF POLE NLO 206-1.
 NB1979'
 NB1979'64.0 FEET NORTH OF POLE R-S.
 NB1979'
 NB1979'77.5 FEET NORTHEAST OF 7 IN MAPLE TREE.
 NB1979'
 NB1979'46.2 FEET EAST OF 7 IN MAPLE TREE.
 NB1979'
 NB1979'84.0 FEET SOUTHEAST OF POLE NM 207-1
 NB1979'
 NB1979'31.5 FEET SOUTH OF CENTERLINE OF A GRAVEL DRIVEWAY.
 NB1979'
 NB1979'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 NB1979'DISK STAMPED 1023-6 IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 NB1979'GRADE IN A CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 NB1979
 NB1979                          STATION RECOVERY (1994)
 NB1979
 NB1979'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1979'RECOVERED IN GOOD CONDITION.
 NB1979
 NB1979                          STATION RECOVERY (2001)
 NB1979
 NB1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1979'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1978 ***********************************************************************
 NB1978  DESIGNATION -  1023 7 MCGS 1969
 NB1978  PID         -  NB1978
 NB1978  STATE/COUNTY-  NY/MONROE
 NB1978  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1978
 NB1978                         *CURRENT SURVEY CONTROL
 NB1978  ___________________________________________________________________
 NB1978* NAD 83(1996)-  42 57 43.20634(N)    077 35 25.16442(W)     ADJUSTED  
 NB1978* NAVD 88     -       198.63   (+/-2cm)     651.7    (feet)  VERTCON   
 NB1978  ___________________________________________________________________
 NB1978  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NB1978  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NB1978
 NB1978  HORZ ORDER  -  SECOND
 NB1978  VERT ORDER  -  THIRD ? (See Below)
 NB1978
 NB1978.The horizontal coordinates were established by classical geodetic methods
 NB1978.and adjusted by the National Geodetic Survey in January 1999..
 NB1978
 NB1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1978.The vertical order pertains to the NGVD 29 superseded value.
 NB1978
 NB1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1978
 NB1978.The geoid height was determined by GEOID03.
 NB1978
 NB1978;                    North         East     Units Scale Factor Converg.
 NB1978;SPC NY W     -   329,427.465   431,016.097   MT  1.00001822   +0 40 36.4
 NB1978;SPC NY W     - 1,080,796.61  1,414,091.98   sFT  1.00001822   +0 40 36.4
 NB1978;SPC NY C     -   329,441.033   167,843.298   MT  1.00002051   -0 41 10.7
 NB1978;SPC NY C     - 1,080,841.12    550,665.89   sFT  1.00002051   -0 41 10.7
 NB1978;UTM  18      - 4,759,851.019   288,731.716   MT  1.00014913   -1 45 57.6
 NB1978
 NB1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1978!SPC NY W     -   0.99997432  x   1.00001822  =   0.99999254
 NB1978!SPC NY C     -   0.99997432  x   1.00002051  =   0.99999483
 NB1978!UTM  18      -   0.99997432  x   1.00014913  =   1.00012345
 NB1978
 NB1978|---------------------------------------------------------------------|
 NB1978| PID    Reference Object                     Distance      Geod. Az  |
 NB1978|                                                           dddmmss.s |
 NB1978| NB1979 1023 6 MCGS 1969                    395.685 METERS 33758     |
 NB1978|---------------------------------------------------------------------|
 NB1978
 NB1978                          SUPERSEDED SURVEY CONTROL
 NB1978
 NB1978  NAD 83(1986)-  42 57 43.21408(N)    077 35 25.16143(W) AD(       ) 2
 NB1978  NAD 27      -  42 57 42.98519(N)    077 35 26.16654(W) AD(       ) 2
 NB1978  NGVD 29 (07/19/86)  198.79   (m)          652.2    (f) LEVELING    3  
 NB1978
 NB1978.Superseded values are not recommended for survey control.
 NB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1978.See file dsdata.txt to determine how the superseded data were derived.
 NB1978
 NB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8873259851(NAD 83)
 NB1978_MARKER: DD = SURVEY DISK
 NB1978_SETTING: 0 = UNSPECIFIED SETTING
 NB1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1978
 NB1978  HISTORY     - Date     Condition        Report By
 NB1978  HISTORY     - 1969     MONUMENTED       NY-055
 NB1978  HISTORY     - 20010331 GOOD             NGS
 NB1978
 NB1978                          STATION DESCRIPTION
 NB1978
 NB1978'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1978'IN HONEOYE FALLS, ALONG CLOVER STREET
 NB1978'
 NB1978'0.4 MILES SOUTH OF CHEESE FACTORY ROAD AT CEMETERY
 NB1978'
 NB1978'.74 MILES SOUTHWEST OF STATION ALBERT-2 1966
 NB1978'
 NB1978'17.3 FEET WEST OF CENTERLINE OF CLOVER STREET
 NB1978'
 NB1978'4.8 FEET NORTH OF SOUTH RANGELINE, EXCLUDING PORCH, OF HOUSE
 NB1978'NO. 15.
 NB1978'
 NB1978'20.8 FEET NORTHEAST OF RUMSEG HEADSTONE BASE
 NB1978'
 NB1978'10.4 FEET SOUTHEAST OF MOST EASTERLY POST OF IRON PICKET FENCE
 NB1978'
 NB1978'9.2 FEET SOUTHEAST OF POLE
 NB1978'
 NB1978'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1978'STAMPED 1023-7 IN THE TOP OF A CONCRETE POST COVERED 1-FOOT
 NB1978'BELOW GROUND.
 NB1978
 NB1978                          STATION RECOVERY (2001)
 NB1978
 NB1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1978'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1982 ***********************************************************************
 NB1982  DESIGNATION -  1023 7 NYGS 1969
 NB1982  PID         -  NB1982
 NB1982  STATE/COUNTY-  NY/MONROE
 NB1982  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1982
 NB1982                         *CURRENT SURVEY CONTROL
 NB1982  ___________________________________________________________________
 NB1982* NAD 83(1996)-  42 57 42.06299(N)    077 35 24.49366(W)     ADJUSTED  
 NB1982* NAVD 88     -       198.13   (+/-2cm)     650.0    (feet)  VERTCON   
 NB1982  ___________________________________________________________________
 NB1982  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NB1982  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NB1982
 NB1982  HORZ ORDER  -  SECOND
 NB1982  VERT ORDER  -  THIRD ? (See Below)
 NB1982
 NB1982.The horizontal coordinates were established by classical geodetic methods
 NB1982.and adjusted by the National Geodetic Survey in January 1999..
 NB1982
 NB1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1982.The vertical order pertains to the NGVD 29 superseded value.
 NB1982
 NB1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1982
 NB1982.The geoid height was determined by GEOID03.
 NB1982
 NB1982;                    North         East     Units Scale Factor Converg.
 NB1982;SPC NY W     -   329,392.364   431,031.715   MT  1.00001825   +0 40 36.9
 NB1982;SPC NY W     - 1,080,681.45  1,414,143.22   sFT  1.00001825   +0 40 36.9
 NB1982;SPC NY C     -   329,405.570   167,858.077   MT  1.00002048   -0 41 10.3
 NB1982;SPC NY C     - 1,080,724.77    550,714.37   sFT  1.00002048   -0 41 10.3
 NB1982;UTM  18      - 4,759,815.279   288,745.825   MT  1.00014906   -1 45 57.1
 NB1982
 NB1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1982!SPC NY W     -   0.99997440  x   1.00001825  =   0.99999265
 NB1982!SPC NY C     -   0.99997440  x   1.00002048  =   0.99999488
 NB1982!UTM  18      -   0.99997440  x   1.00014906  =   1.00012346
 NB1982
 NB1982                          SUPERSEDED SURVEY CONTROL
 NB1982
 NB1982  NAD 83(1986)-  42 57 42.07074(N)    077 35 24.49067(W) AD(       ) 2
 NB1982  NAD 27      -  42 57 41.84184(N)    077 35 25.49581(W) AD(       ) 2
 NB1982  NGVD 29 (07/19/86)  198.29   (m)          650.6    (f) LEVELING    3  
 NB1982
 NB1982.Superseded values are not recommended for survey control.
 NB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1982.See file dsdata.txt to determine how the superseded data were derived.
 NB1982
 NB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8874659815(NAD 83)
 NB1982_MARKER: DD = SURVEY DISK
 NB1982_SETTING: 0 = UNSPECIFIED SETTING
 NB1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1982
 NB1982  HISTORY     - Date     Condition        Report By
 NB1982  HISTORY     - 1938     MONUMENTED       NYGS
 NB1982  HISTORY     - 1942     GOOD             CGS
 NB1982  HISTORY     - 1969     GOOD             CGS
 NB1982  HISTORY     - 19960506 GOOD             USPSQD
 NB1982  HISTORY     - 20010331 GOOD             NGS
 NB1982
 NB1982                          STATION DESCRIPTION
 NB1982
 NB1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1982'IN HONEOYE FALLS, ON WEST SIDE OF CLOVER STREET, 0.40 MILE SOUTH
 NB1982'OF CHEESE FACTORY ROAD, AT CEMETERY, 20.2 FEET WEST OF CENTER
 NB1982'LINE OF CLOVER STREET, IN RANGE LINE OF ROW OF EVERGREENS IN
 NB1982'NURSERY OF CHASE BROTHERS CO., 162.7 FEET SOUTHWEST OF SOUTHWEST
 NB1982'CORNER OF CHASE BROTHERS HOME, 30.4 FEET EAST OF SOUTHEAST CORNER
 NB1982'OF ZULAUF GRAVESTONE, 30.3 FEET NORTHEAST OF NORTHEAST CORNER OF
 NB1982'BELOTE GRAVESTONE, 11.3 FEET SOUTH OF 14-INCH MAPLE TREE, 14.4
 NB1982'FEET NORTH OF 14-INCH MAPLE TREE, AND 7.0 FEET EAST OF U.S.
 NB1982'MARKER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 NB1982'STANDARD DISK IN CONCRETE 0.3 FOOT BELOW GROUND.
 NB1982'ELEVATION--650.533 FEET.
 NB1982
 NB1982                          STATION RECOVERY (1969)
 NB1982
 NB1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1982'DESCRIPTION ADEQUATE.
 NB1982
 NB1982                          STATION RECOVERY (1996)
 NB1982
 NB1982'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB1982'RECOVERED IN GOOD CONDITION.
 NB1982
 NB1982                          STATION RECOVERY (2001)
 NB1982
 NB1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1982'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0146 ***********************************************************************
 OE0146  DESIGNATION -  1026
 OE0146  PID         -  OE0146
 OE0146  STATE/COUNTY-  NY/HAMILTON
 OE0146  USGS QUAD   -  
 OE0146
 OE0146                         *CURRENT SURVEY CONTROL
 OE0146  ___________________________________________________________________
 OE0146* NAD 83(1986)-  43 24 03.     (N)    074 17 06.     (W)     SCALED    
 OE0146* NAVD 88     -       311.464  (meters)    1021.86   (feet)  ADJUSTED  
 OE0146  ___________________________________________________________________
 OE0146  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 OE0146  DYNAMIC HT  -         311.392 (meters)    1021.63  (feet)  COMP
 OE0146  MODELED GRAV-     980,381.3   (mgal)                       NAVD 88
 OE0146
 OE0146  VERT ORDER  -  SECOND    CLASS 0
 OE0146
 OE0146.The horizontal coordinates were scaled from a topographic map and have
 OE0146.an estimated accuracy of +/- 6 seconds.
 OE0146
 OE0146.The orthometric height was determined by differential leveling
 OE0146.and adjusted by the National Geodetic Survey in June 1991..
 OE0146
 OE0146.The geoid height was determined by GEOID03.
 OE0146
 OE0146.The dynamic height is computed by dividing the NAVD 88
 OE0146.geopotential number by the normal gravity value computed on the
 OE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0146.degrees latitude (g = 980.6199 gals.).
 OE0146
 OE0146.The modeled gravity was interpolated from observed gravity values.
 OE0146
 OE0146;                    North         East    Units  Estimated Accuracy
 OE0146;SPC NY E     -   507,220.      167,420.      MT  (+/- 180 meters Scaled)
 OE0146
 OE0146                          SUPERSEDED SURVEY CONTROL
 OE0146
 OE0146  NGVD 29 (??/??/92)  311.580  (m)         1022.24   (f) ADJ UNCH    2 0
 OE0146
 OE0146.Superseded values are not recommended for survey control.
 OE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0146.See file dsdata.txt to determine how the superseded data were derived.
 OE0146
 OE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP578055(NAD 83)
 OE0146_MARKER: DD = SURVEY DISK
 OE0146_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0146_SP_SET: UNSPECIFIED ROCK
 OE0146_STAMPING: 1026
 OE0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0146+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 OE0146
 OE0146  HISTORY     - Date     Condition        Report By
 OE0146  HISTORY     - UNK      MONUMENTED       USGS
 OE0146  HISTORY     - 1935     GOOD             NGS
 OE0146  HISTORY     - 1989     GOOD             USPSQD
 OE0146  HISTORY     - 20020815 GOOD             USPSQD
 OE0146  HISTORY     - 20060802 GOOD             NYDT
 OE0146
 OE0146                          STATION DESCRIPTION
 OE0146
 OE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0146'IN WELLS.
 OE0146'IS LOCATED IN SIDE OF A ROCK 15 FT. BY 5 FT. HIGH IN THE BACK YARD OF
 OE0146'THE ZEISERS HOTEL.
 OE0146
 OE0146                          STATION RECOVERY (1989)
 OE0146
 OE0146'RECOVERY NOTE BY US POWER SQUADRON 1989 (ATL)
 OE0146'RECOVERED IN GOOD CONDITION.
 OE0146
 OE0146                          STATION RECOVERY (2002)
 OE0146
 OE0146'RECOVERY NOTE BY US POWER SQUADRON 2002 (FAS)
 OE0146'RECOVERED IN GOOD CONDITION.
 OE0146
 OE0146                          STATION RECOVERY (2006)
 OE0146
 OE0146'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (KBM)
 OE0146'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1329 ***********************************************************************
 NA1329  DESIGNATION -  1026 USGS
 NA1329  PID         -  NA1329
 NA1329  STATE/COUNTY-  NY/BROOME
 NA1329  USGS QUAD   -  DEPOSIT (1965)
 NA1329
 NA1329                         *CURRENT SURVEY CONTROL
 NA1329  ___________________________________________________________________
 NA1329* NAD 83(1986)-  42 03 04.     (N)    075 26 33.     (W)     SCALED    
 NA1329* NAVD 88     -       312.796  (meters)    1026.23   (feet)  ADJUSTED  
 NA1329  ___________________________________________________________________
 NA1329  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NA1329  DYNAMIC HT  -         312.679 (meters)    1025.85  (feet)  COMP
 NA1329  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 NA1329
 NA1329  VERT ORDER  -  FIRST     CLASS II
 NA1329
 NA1329.The horizontal coordinates were scaled from a topographic map and have
 NA1329.an estimated accuracy of +/- 6 seconds.
 NA1329
 NA1329.The orthometric height was determined by differential leveling
 NA1329.and adjusted by the National Geodetic Survey in June 1991..
 NA1329
 NA1329.The geoid height was determined by GEOID03.
 NA1329
 NA1329.The dynamic height is computed by dividing the NAVD 88
 NA1329.geopotential number by the normal gravity value computed on the
 NA1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1329.degrees latitude (g = 980.6199 gals.).
 NA1329
 NA1329.The modeled gravity was interpolated from observed gravity values.
 NA1329
 NA1329;                    North         East    Units  Estimated Accuracy
 NA1329;SPC NY E     -   357,710.       71,980.      MT  (+/- 180 meters Scaled)
 NA1329
 NA1329                          SUPERSEDED SURVEY CONTROL
 NA1329
 NA1329.No superseded survey control is available for this station.
 NA1329
 NA1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM633555(NAD 83)
 NA1329_MARKER: DD = SURVEY DISK
 NA1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1329_SP_SET: BRIDGE
 NA1329_STAMPING: 1026 ALBANY 1900
 NA1329_MARK LOGO: USGS  
 NA1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1329
 NA1329  HISTORY     - Date     Condition        Report By
 NA1329  HISTORY     - 1900     MONUMENTED       USGS
 NA1329  HISTORY     - 1941     GOOD             NGS
 NA1329  HISTORY     - 1982     POOR             NGS
 NA1329
 NA1329                          STATION DESCRIPTION
 NA1329
 NA1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1329'1 MI W FROM DEPOSIT.
 NA1329'IS 1 MILE WEST OF DEPOSIT, BROOME COUNTY, N.Y., IN THE SOUTH WING OF
 NA1329'THE EAST ABUTMENT OF THE IRON BRIDGE OVER THE RIVER. DEPOSIT, 1 MILE
 NA1329'WEST OF, IRON BRIDGE OVER RIVER, SOUTH WING OF EAST ABUTMENT BRONZE
 NA1329'TABLET MARKED 1026 ALBANY 1900.
 NA1329
 NA1329                          STATION RECOVERY (1982)
 NA1329
 NA1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1329'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5 MI)
 NA1329'EAST ALONG THE CONRAIL RAILROAD FROM THE CROSSING OF OQUAGA LAKE ROAD
 NA1329'IN MCCLURE, TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE
 NA1329'NORTHEAST ABUTMENT OF AN IRON RAILROAD BRIDGE OVER OQUAGA CREEK, 3.40
 NA1329'METERS (11.1 FT) SOUTHEAST OF THE EAST RAIL, 1.06 METERS (3.5 FT) WEST
 NA1329'OF THE WING WALL ANGLE.  NOTE--THE DISK HAS BEEN STRUCK AND THE
 NA1329'STAMPING 1026 ALBANY IS BARELY READABLE (1900 COULD NOT BE MADE OUT).
 NA1329'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0666 ***********************************************************************
 NB0666  DESIGNATION -  103
 NB0666  PID         -  NB0666
 NB0666  STATE/COUNTY-  NY/YATES
 NB0666  USGS QUAD   -  DUNDEE (1942)
 NB0666
 NB0666                         *CURRENT SURVEY CONTROL
 NB0666  ___________________________________________________________________
 NB0666* NAD 83(1986)-  42 30 38.     (N)    076 55 07.     (W)     SCALED    
 NB0666* NAVD 88     -       224.659  (meters)     737.07   (feet)  ADJUSTED  
 NB0666  ___________________________________________________________________
 NB0666  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NB0666  DYNAMIC HT  -         224.589 (meters)     736.84  (feet)  COMP
 NB0666  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NB0666
 NB0666  VERT ORDER  -  SECOND    CLASS 0
 NB0666
 NB0666.The horizontal coordinates were scaled from a topographic map and have
 NB0666.an estimated accuracy of +/- 6 seconds.
 NB0666
 NB0666.The orthometric height was determined by differential leveling
 NB0666.and adjusted by the National Geodetic Survey in June 1991..
 NB0666
 NB0666.The geoid height was determined by GEOID03.
 NB0666
 NB0666.The dynamic height is computed by dividing the NAVD 88
 NB0666.geopotential number by the normal gravity value computed on the
 NB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0666.degrees latitude (g = 980.6199 gals.).
 NB0666
 NB0666.The modeled gravity was interpolated from observed gravity values.
 NB0666
 NB0666;                    North         East    Units  Estimated Accuracy
 NB0666;SPC NY C     -   278,860.      222,450.      MT  (+/- 180 meters Scaled)
 NB0666
 NB0666                          SUPERSEDED SURVEY CONTROL
 NB0666
 NB0666  NGVD 29 (??/??/92)  224.823  (m)          737.61   (f) ADJ UNCH    2 0
 NB0666
 NB0666.Superseded values are not recommended for survey control.
 NB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0666.See file dsdata.txt to determine how the superseded data were derived.
 NB0666
 NB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN423082(NAD 83)
 NB0666_MARKER: B = BOLT
 NB0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0666_SP_SET: BRIDGE ABUTMENT
 NB0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0666
 NB0666  HISTORY     - Date     Condition        Report By
 NB0666  HISTORY     - UNK      MONUMENTED       PRR
 NB0666  HISTORY     - 1935     GOOD             NGS
 NB0666  HISTORY     - 1957     GOOD             LOCENG
 NB0666  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0666  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0666  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0666
 NB0666                          STATION DESCRIPTION
 NB0666
 NB0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0666'0.4 MI S FROM STARKEY.
 NB0666'IS LOCATED 0.4 OF MILE SOUTH OF THE DEPOT. ON EAST END OF BRIDGE
 NB0666'SEAT OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 26.44 OVER CATTLE PASS.
 NB0666
 NB0666                          STATION RECOVERY (1957)
 NB0666
 NB0666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB0666'RECOVERED IN GOOD CONDITION.
 NB0666
 NB0666                          STATION RECOVERY (1985)
 NB0666
 NB0666'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0666'MARK NOT FOUND.
 NB0666
 NB0666                          STATION RECOVERY (1985)
 NB0666
 NB0666'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0666'MARK NOT FOUND.
 NB0666
 NB0666                          STATION RECOVERY (1999)
 NB0666
 NB0666'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0048 ***********************************************************************
 OG0048  DESIGNATION -  103 1/2
 OG0048  PID         -  OG0048
 OG0048  STATE/COUNTY-  NY/ORLEANS
 OG0048  USGS QUAD   -  KENDALL (1978)
 OG0048
 OG0048                         *CURRENT SURVEY CONTROL
 OG0048  ___________________________________________________________________
 OG0048* NAD 83(1986)-  43 21 44.     (N)    078 06 41.     (W)     SCALED    
 OG0048* NAVD 88     -        86.016  (meters)     282.20   (feet)  ADJUSTED  
 OG0048  ___________________________________________________________________
 OG0048  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OG0048  DYNAMIC HT  -          85.998 (meters)     282.15  (feet)  COMP
 OG0048  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 OG0048
 OG0048  VERT ORDER  -  FIRST     CLASS II
 OG0048
 OG0048.The horizontal coordinates were scaled from a topographic map and have
 OG0048.an estimated accuracy of +/- 6 seconds.
 OG0048
 OG0048.The orthometric height was determined by differential leveling
 OG0048.and adjusted by the National Geodetic Survey in June 1991..
 OG0048
 OG0048.The geoid height was determined by GEOID03.
 OG0048
 OG0048.The dynamic height is computed by dividing the NAVD 88
 OG0048.geopotential number by the normal gravity value computed on the
 OG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0048.degrees latitude (g = 980.6199 gals.).
 OG0048
 OG0048.The modeled gravity was interpolated from observed gravity values.
 OG0048
 OG0048;                    North         East    Units  Estimated Accuracy
 OG0048;SPC NY W     -   373,520.      388,250.      MT  (+/- 180 meters Scaled)
 OG0048
 OG0048                          SUPERSEDED SURVEY CONTROL
 OG0048
 OG0048.No superseded survey control is available for this station.
 OG0048
 OG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ340050(NAD 83)
 OG0048_MARKER: DB = BENCH MARK DISK
 OG0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0048_SP_SET: CULVERT
 OG0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0048
 OG0048  HISTORY     - Date     Condition        Report By
 OG0048  HISTORY     - UNK      MONUMENTED       USLS
 OG0048  HISTORY     - 1967     GOOD             USLS
 OG0048  HISTORY     - 20001030 MARK NOT FOUND   NYDT
 OG0048
 OG0048                          STATION DESCRIPTION
 OG0048
 OG0048'DESCRIBED BY US LAKE SURVEY 1967
 OG0048'3.8 MI E FROM POINT BREEZE.
 OG0048'IS IN ORLEANS COUNTY, NEW YORK, 3.8 MILES EAST OF INTERSECTIONS OF
 OG0048'POINT BREEZE RD., LAKESHORE RD, AND WATER ST, IN POINT BREEZE, TO
 OG0048'TRANSIT RD., 0.6 MILE SOUTH ON TRANSIT RD. TO LAKESHORE RD., 0.2
 OG0048'MILE EAST ON LAKESHORE RD., ABOUT 360 FEET WEST OF WEST FACE EXTENDED
 OG0048'OF DWELLING AT 15607 LAKESHORE RD., 18 FEET SOUTH OF CENTERLINE OF
 OG0048'LAKESHORE RD., 4.0 FEET WEST OF EAST FACE AND 0.7 FOOT SOUTH OF NORTH
 OG0048'FACE OF CONCRETE CULVERT, 1/4- FOOT ABOVE THE GROUND, BEING HIGHEST
 OG0048'POINT OVER A CROSS AT CENTER OF BRONZE DISC SET
 OG0048'IN THE TOP OF THE CULVERT.
 OG0048
 OG0048                          STATION RECOVERY (2000)
 OG0048
 OG0048'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PTS)
 OG0048'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0607 ***********************************************************************
 KV0607  DESIGNATION -  103 NYPA
 KV0607  PID         -  KV0607
 KV0607  STATE/COUNTY-  NY/NEW YORK
 KV0607  USGS QUAD   -  CENTRAL PARK (1979)
 KV0607
 KV0607                         *CURRENT SURVEY CONTROL
 KV0607  ___________________________________________________________________
 KV0607* NAD 83(1986)-  40 45 29.     (N)    073 59 48.     (W)     SCALED    
 KV0607* NAVD 88     -         8.67   (+/-2cm)      28.4    (feet)  VERTCON   
 KV0607  ___________________________________________________________________
 KV0607  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KV0607
 KV0607  VERT ORDER  -  ? (See Below)
 KV0607
 KV0607.The horizontal coordinates were scaled from a topographic map and have
 KV0607.an estimated accuracy of +/- 6 seconds.
 KV0607
 KV0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0607.The vertical order pertains to the NGVD 29 superseded value.
 KV0607
 KV0607.The geoid height was determined by GEOID03.
 KV0607
 KV0607;                    North         East    Units  Estimated Accuracy
 KV0607;SPC NY E     -   213,800.      192,500.      MT  (+/- 180 meters Scaled)
 KV0607
 KV0607                          SUPERSEDED SURVEY CONTROL
 KV0607
 KV0607  NGVD 29 (??/??/??)    8.999  (m)           29.52   (f) ADJUSTED    ?  
 KV0607
 KV0607.Superseded values are not recommended for survey control.
 KV0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0607.See file dsdata.txt to determine how the superseded data were derived.
 KV0607
 KV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL846123(NAD 83)
 KV0607_MARKER: B = BOLT
 KV0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0607_SP_SET: FIRE PLUG
 KV0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0607
 KV0607  HISTORY     - Date     Condition        Report By
 KV0607  HISTORY     - UNK      MONUMENTED       NYPA
 KV0607  HISTORY     - 1934     GOOD             CGS
 KV0607  HISTORY     - 20050929 MARK NOT FOUND   GEOCAC
 KV0607
 KV0607                          STATION DESCRIPTION
 KV0607
 KV0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0607'IN NEW YORK CITY.
 KV0607'IN MANHATTAN, ON 10TH AVENUE BETWEEN 39TH AND 40TH STREETS, ON
 KV0607'THE WEST SIDE OF THE STREET.  THE EASTERN BOLT IN THE TOP OF THE
 KV0607'FIRE PLUG IN FRONT OF NO. 524 10TH AVENUE.  15.2 FEET EAST OF
 KV0607'THE BUILDING LINE.  76 YARDS NORTH OF THE NORTH CURB OF THE 39TH
 KV0607'STREET.  3.2 FEET ABOVE THE SURFACE OF THE SIDEWALK.
 KV0607
 KV0607                          STATION RECOVERY (2005)
 KV0607
 KV0607'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KV0607'NOT FOUND, PRESUMED DESTROYED.
 KV0607' 
 KV0607'THE ENTIRE BLOCK WEST OF TENTH AVENUE BETWEEN WEST 39TH AND WEST 40TH
 KV0607'STREETS IS NOW AN ACCESS AREA FOR THE LINCOLN TUNNEL.  THERE IS NO
 KV0607'FIRE PLUG AT THE DESCRIBED LOCATION ALTHOUGH THERE IS A NEW FIRE
 KV0607'HYDRANT FURTHER SOUTH ON THE BLOCK.  PRESUMABLY THE 1934 FIRE PLUG WAS
 KV0607'REMOVED WHEN THE LINCOLN TUNNEL WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1127 ***********************************************************************
 PH1127  DESIGNATION -  1031
 PH1127  PID         -  PH1127
 PH1127  STATE/COUNTY-  NY/ST LAWRENCE
 PH1127  USGS QUAD   -  FINE (1966)
 PH1127
 PH1127                         *CURRENT SURVEY CONTROL
 PH1127  ___________________________________________________________________
 PH1127* NAD 83(1986)-  44 09 55.     (N)    075 14 04.     (W)     SCALED    
 PH1127* NAVD 88     -       314.181  (meters)    1030.78   (feet)  ADJUSTED  
 PH1127  ___________________________________________________________________
 PH1127  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 PH1127  DYNAMIC HT  -         314.131 (meters)    1030.61  (feet)  COMP
 PH1127  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 PH1127
 PH1127  VERT ORDER  -  SECOND    CLASS 0
 PH1127
 PH1127.The horizontal coordinates were scaled from a topographic map and have
 PH1127.an estimated accuracy of +/- 6 seconds.
 PH1127
 PH1127.The orthometric height was determined by differential leveling
 PH1127.and adjusted by the National Geodetic Survey in June 1991..
 PH1127
 PH1127.The geoid height was determined by GEOID03.
 PH1127
 PH1127.The dynamic height is computed by dividing the NAVD 88
 PH1127.geopotential number by the normal gravity value computed on the
 PH1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1127.degrees latitude (g = 980.6199 gals.).
 PH1127
 PH1127.The modeled gravity was interpolated from observed gravity values.
 PH1127
 PH1127;                    North         East    Units  Estimated Accuracy
 PH1127;SPC NY E     -   592,390.       91,260.      MT  (+/- 180 meters Scaled)
 PH1127
 PH1127                          SUPERSEDED SURVEY CONTROL
 PH1127
 PH1127  NGVD 29 (??/??/92)  314.326  (m)         1031.25   (f) ADJ UNCH    2 0
 PH1127
 PH1127.Superseded values are not recommended for survey control.
 PH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1127.See file dsdata.txt to determine how the superseded data were derived.
 PH1127
 PH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP812902(NAD 83)
 PH1127_MARKER: DD = SURVEY DISK
 PH1127_SETTING: 66 = SET IN ROCK OUTCROP
 PH1127_SP_SET: ROCK LEDGE
 PH1127_STAMPING: NEW YORK 1031
 PH1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1127+STABILITY: POSITION/ELEVATION WELL
 PH1127
 PH1127  HISTORY     - Date     Condition        Report By
 PH1127  HISTORY     - UNK      MONUMENTED       USGS
 PH1127  HISTORY     - 1935     GOOD             NGS
 PH1127
 PH1127                          STATION DESCRIPTION
 PH1127
 PH1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH1127'2.65 MI E FROM BACKUS.
 PH1127'1031 IS LOCATED 2.65 MILES EAST OF THE RAILROAD GRADE CROSSING AT
 PH1127'BACKUS.  11 TELEGRAPH POLES NORTHWEST OF A RAILROAD WATER TANK.  88
 PH1127'FT. SOUTHEAST OF CENTERLINE OF MILLERS RAILROAD CROSSING.  13.6 FT.
 PH1127'SOUTHWEST OF SOUTHWEST RAIL.  TABLET SET IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1227 ***********************************************************************
 NA1227  DESIGNATION -  1035 USGS
 NA1227  PID         -  NA1227
 NA1227  STATE/COUNTY-  NY/CHENANGO
 NA1227  USGS QUAD   -  GUILFORD (1943)
 NA1227
 NA1227                         *CURRENT SURVEY CONTROL
 NA1227  ___________________________________________________________________
 NA1227* NAD 83(1986)-  42 25 41.     (N)    075 23 04.     (W)     SCALED    
 NA1227* NAVD 88     -       315.596  (meters)    1035.42   (feet)  ADJUSTED  
 NA1227  ___________________________________________________________________
 NA1227  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 NA1227  DYNAMIC HT  -         315.488 (meters)    1035.06  (feet)  COMP
 NA1227  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 NA1227
 NA1227  VERT ORDER  -  FIRST     CLASS II
 NA1227
 NA1227.The horizontal coordinates were scaled from a topographic map and have
 NA1227.an estimated accuracy of +/- 6 seconds.
 NA1227
 NA1227.The orthometric height was determined by differential leveling
 NA1227.and adjusted by the National Geodetic Survey in June 1991..
 NA1227
 NA1227.The geoid height was determined by GEOID03.
 NA1227
 NA1227.The dynamic height is computed by dividing the NAVD 88
 NA1227.geopotential number by the normal gravity value computed on the
 NA1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1227.degrees latitude (g = 980.6199 gals.).
 NA1227
 NA1227.The modeled gravity was interpolated from observed gravity values.
 NA1227
 NA1227;                    North         East    Units  Estimated Accuracy
 NA1227;SPC NY C     -   270,340.      348,660.      MT  (+/- 180 meters Scaled)
 NA1227
 NA1227                          SUPERSEDED SURVEY CONTROL
 NA1227
 NA1227  NGVD 29 (??/??/92)  315.697  (m)         1035.75   (f) ADJ UNCH    1 2
 NA1227
 NA1227.Superseded values are not recommended for survey control.
 NA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1227.See file dsdata.txt to determine how the superseded data were derived.
 NA1227
 NA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM683973(NAD 83)
 NA1227_MARKER: DD = SURVEY DISK
 NA1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1227_SP_SET: WALL
 NA1227_STAMPING: 1035 ALBANY 1903
 NA1227_MARK LOGO: USGS  
 NA1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1227
 NA1227  HISTORY     - Date     Condition        Report By
 NA1227  HISTORY     - 1903     MONUMENTED       USGS
 NA1227  HISTORY     - 1942     GOOD             NGS
 NA1227  HISTORY     - 1976     GOOD             NGS
 NA1227  HISTORY     - 1982     GOOD             NGS
 NA1227
 NA1227                          STATION DESCRIPTION
 NA1227
 NA1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1227'AT MOUNT UPTON.
 NA1227'AT THE METHODIST CHURCH IN MOUNT UPTON.  A U.S.G.S. DISK, SET
 NA1227'VERTICALLY, IN THE EAST FOUNDATION WALL, 1.0 FOOT NORTH OF THE NORTH
 NA1227'EDGE OF THE FRONT ENTRANCE STEPS, AND 1.6 FEET ABOVE THE GROUND.
 NA1227
 NA1227                          STATION RECOVERY (1976)
 NA1227
 NA1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1227'RECOVERED IN GOOD CONDITION.
 NA1227
 NA1227                          STATION RECOVERY (1982)
 NA1227
 NA1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1227'RECOVERED IN GOOD CONDITION.  NOTE--THE DATE IS STAMPED ON THE DISK,
 NA1227'IT WAS NOT REPORTED SO IN 1941 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2117 ***********************************************************************
 OF2117  DESIGNATION -  1038 NYGS 1969
 OF2117  PID         -  OF2117
 OF2117  STATE/COUNTY-  NY/MONROE
 OF2117  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2117
 OF2117                         *CURRENT SURVEY CONTROL
 OF2117  ___________________________________________________________________
 OF2117* NAD 83(1996)-  43 00 29.20286(N)    077 38 27.78946(W)     ADJUSTED  
 OF2117* NAVD 88     -       200.28   (+/-2cm)     657.1    (feet)  VERTCON   
 OF2117  ___________________________________________________________________
 OF2117  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 OF2117  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OF2117
 OF2117  HORZ ORDER  -  SECOND
 OF2117  VERT ORDER  -  THIRD ? (See Below)
 OF2117
 OF2117.The horizontal coordinates were established by classical geodetic methods
 OF2117.and adjusted by the National Geodetic Survey in January 1999..
 OF2117
 OF2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2117.The vertical order pertains to the NGVD 29 superseded value.
 OF2117
 OF2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2117
 OF2117.The geoid height was determined by GEOID03.
 OF2117
 OF2117;                    North         East     Units Scale Factor Converg.
 OF2117;SPC NY W     -   334,502.041   426,819.818   MT  1.00001007   +0 38 33.9
 OF2117;SPC NY W     - 1,097,445.45  1,400,324.69   sFT  1.00001007   +0 38 33.9
 OF2117;UTM  18      - 4,765,100.674   284,755.056   MT  1.00016999   -1 48 07.8
 OF2117
 OF2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2117!SPC NY W     -   0.99997409  x   1.00001007  =   0.99998416
 OF2117!UTM  18      -   0.99997409  x   1.00016999  =   1.00014407
 OF2117
 OF2117                          SUPERSEDED SURVEY CONTROL
 OF2117
 OF2117  NAD 83(1986)-  43 00 29.21022(N)    077 38 27.78717(W) AD(       ) 2
 OF2117  NAD 27      -  43 00 28.98418(N)    077 38 28.78454(W) AD(       ) 2
 OF2117  NGVD 29 (07/19/86)  200.45   (m)          657.6    (f) LEVELING    3  
 OF2117
 OF2117.Superseded values are not recommended for survey control.
 OF2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2117.See file dsdata.txt to determine how the superseded data were derived.
 OF2117
 OF2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8475565101(NAD 83)
 OF2117_MARKER: DD = SURVEY DISK
 OF2117_SETTING: 0 = UNSPECIFIED SETTING
 OF2117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2117
 OF2117  HISTORY     - Date     Condition        Report By
 OF2117  HISTORY     - 1936     MONUMENTED       NYGS
 OF2117  HISTORY     - 1969     GOOD             CGS
 OF2117  HISTORY     - 1970     SEE DESCRIPTION  NY-055
 OF2117  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2117
 OF2117                          STATION DESCRIPTION
 OF2117
 OF2117'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2117'IN RUSH, 0.15 MILE SOUTH OF JEFFORDS ROAD, 21 FEET EAST OF
 OF2117'CENTER LINE OF EAST HENRIETTA ROAD, 62.9 FEET SOUTHEAST OF
 OF2117'22-INCH MAPLE WEST OF ROAD, 54.7 FEET EAST OF 22-INCH MAPLE WEST
 OF2117'OF ROAD, AND 3.7 FEET SOUTH OF TELEPHONE POLE.  STATION IS A
 OF2117'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH
 OF2117'WITH GROUND.
 OF2117
 OF2117                          STATION RECOVERY (1969)
 OF2117
 OF2117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2117'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2117'
 OF2117'IN RUSH,
 OF2117'
 OF2117'0.15 MILE SOUTH OF JEFFORDS ROAD.
 OF2117'
 OF2117'21.6 FEET EAST OF CENTER OF PAVEMENT OF EAST HENRIETTA ROAD
 OF2117'(RT15A).
 OF2117'
 OF2117'1.0 FEET SOUTHWEST OF POLE MO-57.
 OF2117'
 OF2117'3.2 FEET NORTH OF WITNESS POST.
 OF2117'
 OF2117'43.5 FEET SOUTHWEST OF HYDRANT.
 OF2117'
 OF2117'.64 MILE SOUTH OF STATION RUSH.
 OF2117'
 OF2117'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2117'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2117
 OF2117                          STATION RECOVERY (1970)
 OF2117
 OF2117'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (SJC)
 OF2117'STATION DESTROYED.
 OF2117
 OF2117                          STATION RECOVERY (1994)
 OF2117
 OF2117'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2116 ***********************************************************************
 OF2116  DESIGNATION -  1039 MCGS 1969
 OF2116  PID         -  OF2116
 OF2116  STATE/COUNTY-  NY/MONROE
 OF2116  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2116
 OF2116                         *CURRENT SURVEY CONTROL
 OF2116  ___________________________________________________________________
 OF2116* NAD 83(1996)-  43 00 39.76329(N)    077 38 22.55767(W)     ADJUSTED  
 OF2116* NAVD 88     -       201.4    (meters)     661.     (feet)  VERTCON   
 OF2116  ___________________________________________________________________
 OF2116  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 OF2116  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OF2116
 OF2116  HORZ ORDER  -  SECOND
 OF2116
 OF2116.The horizontal coordinates were established by classical geodetic methods
 OF2116.and adjusted by the National Geodetic Survey in January 1999..
 OF2116
 OF2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2116
 OF2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2116
 OF2116.The geoid height was determined by GEOID03.
 OF2116
 OF2116;                    North         East     Units Scale Factor Converg.
 OF2116;SPC NY W     -   334,829.240   426,934.636   MT  1.00001029   +0 38 37.6
 OF2116;SPC NY W     - 1,098,518.93  1,400,701.38   sFT  1.00001029   +0 38 37.6
 OF2116;UTM  18      - 4,765,422.728   284,883.749   MT  1.00016931   -1 48 04.5
 OF2116
 OF2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2116!SPC NY W     -   0.99997391  x   1.00001029  =   0.99998420
 OF2116!UTM  18      -   0.99997391  x   1.00016931  =   1.00014321
 OF2116
 OF2116:                Primary Azimuth Mark                     Grid Az
 OF2116:SPC NY W     -  1040 MCGS 1969                           018 51 28.2
 OF2116:UTM  18      -  1040 MCGS 1969                           021 18 10.3
 OF2116
 OF2116|---------------------------------------------------------------------|
 OF2116| PID    Reference Object                     Distance      Geod. Az  |
 OF2116|                                                           dddmmss.s |
 OF2116| OF2106 1040 MCGS 1969                      APPROX. 0.7 KM 0193005.8 |
 OF2116| OF2117 1038 NYGS 1969                      346.756 METERS 19959     |
 OF2116|---------------------------------------------------------------------|
 OF2116
 OF2116                          SUPERSEDED SURVEY CONTROL
 OF2116
 OF2116  NAD 83(1986)-  43 00 39.77064(N)    077 38 22.55539(W) AD(       ) 2
 OF2116  NAD 27      -  43 00 39.54466(N)    077 38 23.55291(W) AD(       ) 2
 OF2116  NGVD 29 (07/19/86)  201.6    (m)          661.     (f) VERT ANG       
 OF2116
 OF2116.Superseded values are not recommended for survey control.
 OF2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2116.See file dsdata.txt to determine how the superseded data were derived.
 OF2116
 OF2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8488465423(NAD 83)
 OF2116_MARKER: DD = SURVEY DISK
 OF2116_SETTING: 0 = UNSPECIFIED SETTING
 OF2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2116
 OF2116  HISTORY     - Date     Condition        Report By
 OF2116  HISTORY     - 1969     MONUMENTED       NY-055
 OF2116  HISTORY     - 19961019 GOOD             USPSQD
 OF2116
 OF2116                          STATION DESCRIPTION
 OF2116
 OF2116'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2116'IN RUSH ALONG EAST HENRIETTA ROAD (U.S. ROUTE 15A).
 OF2116'
 OF2116'0.1 MILE NORTH OF JEFFORDS ROAD.
 OF2116'
 OF2116'0.43 MILE SOUTH OF STATION RUSH 1969.
 OF2116'
 OF2116'14.9 FEET EAST OF CENTER LINE OF EAST HENRIETTA ROAD.
 OF2116'
 OF2116'9.6 FEET WEST OF A UTILITY POLE.
 OF2116'
 OF2116'76.2 FEET NORTHEAST OF POLE SW3465, NL047,30A.
 OF2116'
 OF2116'83.8 FEET EAST OF PARKING LOT LIGHT POLE IN FRONT OF MONICA
 OF2116'LEAVY SCHOOL.
 OF2116'
 OF2116'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2116'STAMPED 1039 IN THE TOP OF A CONCRETE POST COVERED 1.6 FEET.
 OF2116
 OF2116                          STATION RECOVERY (1996)
 OF2116
 OF2116'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0957 ***********************************************************************
 OE0957  DESIGNATION -  104
 OE0957  PID         -  OE0957
 OE0957  STATE/COUNTY-  NY/ONEIDA
 OE0957  USGS QUAD   -  VERONA (1955)
 OE0957
 OE0957                         *CURRENT SURVEY CONTROL
 OE0957  ___________________________________________________________________
 OE0957* NAD 83(1986)-  43 13 33.     (N)    075 30 31.     (W)     SCALED    
 OE0957* NAVD 88     -       131.791  (meters)     432.38   (feet)  ADJUSTED  
 OE0957  ___________________________________________________________________
 OE0957  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 OE0957  DYNAMIC HT  -         131.759 (meters)     432.28  (feet)  COMP
 OE0957  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 OE0957
 OE0957  VERT ORDER  -  FIRST     CLASS II
 OE0957
 OE0957.The horizontal coordinates were scaled from a topographic map and have
 OE0957.an estimated accuracy of +/- 6 seconds.
 OE0957
 OE0957.The orthometric height was determined by differential leveling
 OE0957.and adjusted by the National Geodetic Survey in June 1991..
 OE0957
 OE0957.The geoid height was determined by GEOID03.
 OE0957
 OE0957.The dynamic height is computed by dividing the NAVD 88
 OE0957.geopotential number by the normal gravity value computed on the
 OE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0957.degrees latitude (g = 980.6199 gals.).
 OE0957
 OE0957.The modeled gravity was interpolated from observed gravity values.
 OE0957
 OE0957;                    North         East    Units  Estimated Accuracy
 OE0957;SPC NY C     -   358,820.      337,310.      MT  (+/- 180 meters Scaled)
 OE0957
 OE0957                          SUPERSEDED SURVEY CONTROL
 OE0957
 OE0957  NGVD 29 (??/??/92)  131.962  (m)          432.95   (f) ADJ UNCH    1 2
 OE0957
 OE0957.Superseded values are not recommended for survey control.
 OE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0957.See file dsdata.txt to determine how the superseded data were derived.
 OE0957
 OE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN586860(NAD 83)
 OE0957_MARKER: Z = SEE DESCRIPTION
 OE0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0957_SP_SET: PARAPET
 OE0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0957
 OE0957  HISTORY     - Date     Condition        Report By
 OE0957  HISTORY     - UNK      MONUMENTED       USLS
 OE0957  HISTORY     - 1941     GOOD             NGS
 OE0957
 OE0957                          STATION DESCRIPTION
 OE0957
 OE0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OE0957'2.6 MI W FROM ROME.
 OE0957'2.6 MILES WEST ALONG STATE HIGHWAY 46 FROM ROME, ONEIDA COUNTY, ABOUT
 OE0957'100 FEET SOUTH OF THE HIGHWAY, IN THE SOUTHEAST CORNER OF THE END
 OE0957'STONE OF THE WEST END OF THE PARAPET OF THE FORT BULL WASTE WEIR, AND
 OE0957'2.8 FEET HIGHER THAN THE GROUND.  A COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0521 ***********************************************************************
 KU0521  DESIGNATION -  104
 KU0521  PID         -  KU0521
 KU0521  STATE/COUNTY-  NY/SUFFOLK
 KU0521  USGS QUAD   -  PATCHOGUE (1967)
 KU0521
 KU0521                         *CURRENT SURVEY CONTROL
 KU0521  ___________________________________________________________________
 KU0521* NAD 83(1986)-  40 48 49.     (N)    073 02 39.     (W)     SCALED    
 KU0521* NAVD 88     -        31.315  (meters)     102.74   (feet)  ADJUSTED  
 KU0521  ___________________________________________________________________
 KU0521  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU0521  DYNAMIC HT  -          31.303 (meters)     102.70  (feet)  COMP
 KU0521  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 KU0521
 KU0521  VERT ORDER  -  SECOND    CLASS 0
 KU0521
 KU0521.The horizontal coordinates were scaled from a topographic map and have
 KU0521.an estimated accuracy of +/- 6 seconds.
 KU0521
 KU0521.The orthometric height was determined by differential leveling
 KU0521.and adjusted by the National Geodetic Survey in June 1991..
 KU0521
 KU0521.The geoid height was determined by GEOID03.
 KU0521
 KU0521.The dynamic height is computed by dividing the NAVD 88
 KU0521.geopotential number by the normal gravity value computed on the
 KU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0521.degrees latitude (g = 980.6199 gals.).
 KU0521
 KU0521.The modeled gravity was interpolated from observed gravity values.
 KU0521
 KU0521;                    North         East    Units  Estimated Accuracy
 KU0521;SPC NY L     -    72,280.      380,640.      MT  (+/- 180 meters Scaled)
 KU0521
 KU0521                          SUPERSEDED SURVEY CONTROL
 KU0521
 KU0521  NGVD 29 (??/??/92)   31.632  (m)          103.78   (f) ADJ UNCH    2 0
 KU0521
 KU0521.Superseded values are not recommended for survey control.
 KU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0521.See file dsdata.txt to determine how the superseded data were derived.
 KU0521
 KU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL649199(NAD 83)
 KU0521_MARKER: DD = SURVEY DISK
 KU0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0521_SP_SET: WALL
 KU0521_STAMPING: 103.779 104 WILLETS
 KU0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0521
 KU0521  HISTORY     - Date     Condition        Report By
 KU0521  HISTORY     - UNK      MONUMENTED       USGS
 KU0521  HISTORY     - 1932     GOOD             NGS
 KU0521  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0521
 KU0521                          STATION DESCRIPTION
 KU0521
 KU0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0521'AT HOLTSVILLE.
 KU0521'AT HOLTSVILLE, SUFFOLK COUNTY, ON THE LONG ISLAND RAILROAD, ONE
 KU0521'POLE WEST OF THE STATION, 1-1/4 POLES EAST OF A ROAD CROSSING, 43
 KU0521'FEET SOUTH OF THE SOUTH RAIL, IN THE NORTH WALL OF A RED-BRICK
 KU0521'HOUSE, 4 FEET EAST OF THE DOORJAMB, AND 10 INCHES ABOVE THE
 KU0521'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KU0521'103.779 104 WILLETS AND SET VERTICALLY.  NOTE-- IT WAS REPORTED
 KU0521'IN FEBRUARY 1935 THAT THE DISK IS HEAVILY COATED WITH RED PAINT.
 KU0521
 KU0521                          STATION RECOVERY (1995)
 KU0521
 KU0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0521'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2106 ***********************************************************************
 OF2106  DESIGNATION -  1040 MCGS 1969
 OF2106  PID         -  OF2106
 OF2106  STATE/COUNTY-  NY/MONROE
 OF2106  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2106
 OF2106                         *CURRENT SURVEY CONTROL
 OF2106  ___________________________________________________________________
 OF2106* NAD 83(1996)-  43 01 01.00222(N)    077 38 12.30698(W)     ADJUSTED  
 OF2106* NAVD 88     -       211.7    (meters)     695.     (feet)  VERTCON   
 OF2106  ___________________________________________________________________
 OF2106  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 OF2106  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OF2106
 OF2106  HORZ ORDER  -  SECOND
 OF2106
 OF2106.The horizontal coordinates were established by classical geodetic methods
 OF2106.and adjusted by the National Geodetic Survey in January 1999..
 OF2106
 OF2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2106
 OF2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2106
 OF2106.The geoid height was determined by GEOID03.
 OF2106
 OF2106;                    North         East     Units Scale Factor Converg.
 OF2106;SPC NY W     -   335,487.234   427,159.376   MT  1.00001071   +0 38 44.9
 OF2106;SPC NY W     - 1,100,677.70  1,401,438.72   sFT  1.00001071   +0 38 44.9
 OF2106;UTM  18      - 4,766,070.636   285,136.396   MT  1.00016797   -1 47 58.3
 OF2106
 OF2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2106!SPC NY W     -   0.99997230  x   1.00001071  =   0.99998301
 OF2106!UTM  18      -   0.99997230  x   1.00016797  =   1.00014026
 OF2106
 OF2106:                Primary Azimuth Mark                     Grid Az
 OF2106:SPC NY W     -  1041 MCGS 1969                           035 28 07.3
 OF2106:UTM  18      -  1041 MCGS 1969                           037 54 50.5
 OF2106
 OF2106|---------------------------------------------------------------------|
 OF2106| PID    Reference Object                     Distance      Geod. Az  |
 OF2106|                                                           dddmmss.s |
 OF2106| OF2110 1041 MCGS 1969                      492.288 METERS 0360652.2 |
 OF2106| OF2118 RUSH                                287.665 METERS 27825     |
 OF2106|---------------------------------------------------------------------|
 OF2106
 OF2106                          SUPERSEDED SURVEY CONTROL
 OF2106
 OF2106  NAD 83(1986)-  43 01 01.00954(N)    077 38 12.30475(W) AD(       ) 2
 OF2106  NAD 27      -  43 01 00.78361(N)    077 38 13.30257(W) AD(       ) 2
 OF2106  NGVD 29 (07/19/86)  211.9    (m)          695.     (f) VERT ANG       
 OF2106
 OF2106.Superseded values are not recommended for survey control.
 OF2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2106.See file dsdata.txt to determine how the superseded data were derived.
 OF2106
 OF2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8513666071(NAD 83)
 OF2106_MARKER: DD = SURVEY DISK
 OF2106_SETTING: 0 = UNSPECIFIED SETTING
 OF2106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2106
 OF2106  HISTORY     - Date     Condition        Report By
 OF2106  HISTORY     - 1969     MONUMENTED       NY-055
 OF2106  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 OF2106
 OF2106                          STATION DESCRIPTION
 OF2106
 OF2106'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2106'IN RUSH ALONG EAST HENRIETTA ROAD, (U.S. 15A).
 OF2106'
 OF2106'0.1 MILE SOUTH OF TOWN LINE ROAD.
 OF2106'
 OF2106'0.17 MILE EAST OF STATION RUSH, 1969.
 OF2106'
 OF2106'30.9 FEET WEST OF CENTER LINE OF PAVEMENT.
 OF2106'
 OF2106'29.2 FEET SOUTHEAST OF 1 1/2-INCH WILLOW TREE.
 OF2106'
 OF2106'10.8 FEET EAST OF GUY WIRE.
 OF2106'
 OF2106'7.8 FEET NORTHEAST OF POLE NO. RTC6768 NM61.
 OF2106'
 OF2106'43.6 FEET NORTHEAST OF 1-INCH WILLOW TREE.
 OF2106'
 OF2106'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD DISK
 OF2106'STAMPED 1040 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF2106
 OF2106                          STATION RECOVERY (1996)
 OF2106
 OF2106'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2110 ***********************************************************************
 OF2110  DESIGNATION -  1041 MCGS 1969
 OF2110  PID         -  OF2110
 OF2110  STATE/COUNTY-  NY/MONROE
 OF2110  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2110
 OF2110                         *CURRENT SURVEY CONTROL
 OF2110  ___________________________________________________________________
 OF2110* NAD 83(1996)-  43 01 13.88928(N)    077 37 59.49249(W)     ADJUSTED  
 OF2110* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 OF2110  ___________________________________________________________________
 OF2110  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 OF2110  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OF2110
 OF2110  HORZ ORDER  -  SECOND
 OF2110
 OF2110.The horizontal coordinates were established by classical geodetic methods
 OF2110.and adjusted by the National Geodetic Survey in January 1999..
 OF2110
 OF2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2110
 OF2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2110
 OF2110.The geoid height was determined by GEOID03.
 OF2110
 OF2110;                    North         East     Units Scale Factor Converg.
 OF2110;SPC NY W     -   335,888.174   427,445.033   MT  1.00001126   +0 38 53.8
 OF2110;SPC NY W     - 1,101,993.12  1,402,375.91   sFT  1.00001126   +0 38 53.8
 OF2110;UTM  18      - 4,766,459.084   285,438.948   MT  1.00016637   -1 47 49.9
 OF2110
 OF2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2110!SPC NY W     -   0.99997401  x   1.00001126  =   0.99998527
 OF2110!UTM  18      -   0.99997401  x   1.00016637  =   1.00014037
 OF2110
 OF2110:                Primary Azimuth Mark                     Grid Az
 OF2110:SPC NY W     -  3106                                     020 07 56.4
 OF2110:UTM  18      -  3106                                     022 34 40.1
 OF2110
 OF2110|---------------------------------------------------------------------|
 OF2110| PID    Reference Object                     Distance      Geod. Az  |
 OF2110|                                                           dddmmss.s |
 OF2110| OF2133 3106                                APPROX. 0.8 KM 0204650.2 |
 OF2110| OF2136 RUSH AZ MK                          175.881 METERS 20525     |
 OF2110| OF2135 3105                                336.151 METERS 21102     |
 OF2110|---------------------------------------------------------------------|
 OF2110
 OF2110                          SUPERSEDED SURVEY CONTROL
 OF2110
 OF2110  NAD 83(1986)-  43 01 13.89659(N)    077 37 59.49030(W) AD(       ) 2
 OF2110  NAD 27      -  43 01 13.66992(N)    077 38 00.48799(W) AD(       ) 2
 OF2110  NGVD 29 (07/19/86)  201.0    (m)          659.     (f) VERT ANG       
 OF2110
 OF2110.Superseded values are not recommended for survey control.
 OF2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2110.See file dsdata.txt to determine how the superseded data were derived.
 OF2110
 OF2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8543966459(NAD 83)
 OF2110_MARKER: DD = SURVEY DISK
 OF2110_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2110
 OF2110  HISTORY     - Date     Condition        Report By
 OF2110  HISTORY     - 1969     MONUMENTED       NY-055
 OF2110  HISTORY     - 1973     GOOD             NY-055
 OF2110  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 OF2110
 OF2110                          STATION DESCRIPTION
 OF2110
 OF2110'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2110'IN RUSH ALONG EAST HENRIETTA ROAD (ROUTE 15-A).
 OF2110'
 OF2110'0.1 MILE NORTH OF RUSH HENRIETTA TOWN LINE ROAD.
 OF2110'
 OF2110'0.3 MILE NORTHEAST OF STATION RUSH 1969.
 OF2110'
 OF2110'18.3 FEET EAST OF CENTER OF PAVEMENT OF EAST HENRIETTA ROAD.
 OF2110'
 OF2110'31.0 FEET SOUTH OF NORTH RANGE LINE OF HOUSE NO. 5120.
 OF2110'
 OF2110'103.6 FEET SOUTHWEST OF NORTHWEST CORNER OF SAME HOUSE.
 OF2110'
 OF2110'106.3 FEET NORTHWEST OF SOUTHWEST CORNER OF SAME HOUSE.
 OF2110'
 OF2110'43.3 FEET NORTH OF 4-INCH MAPLE TREE.
 OF2110'
 OF2110'6.3 FEET NORTH OF MAILBOX POST.
 OF2110'
 OF2110'44.6 FEET SOUTHEAST OF POLE RTC 65.
 OF2110'
 OF2110'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2110'STAMPED 1041 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF2110
 OF2110                          STATION RECOVERY (1973)
 OF2110
 OF2110'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2110'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2110
 OF2110                          STATION RECOVERY (1996)
 OF2110
 OF2110'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2056 ***********************************************************************
 OF2056  DESIGNATION -  1042 1
 OF2056  PID         -  OF2056
 OF2056  STATE/COUNTY-  NY/MONROE
 OF2056  USGS QUAD   -  PITTSFORD (1978)
 OF2056
 OF2056                         *CURRENT SURVEY CONTROL
 OF2056  ___________________________________________________________________
 OF2056* NAD 83(1996)-  43 01 37.13074(N)    077 37 26.24636(W)     ADJUSTED  
 OF2056* NAVD 88     -       219.18   (+/-2cm)     719.1    (feet)  VERTCON   
 OF2056  ___________________________________________________________________
 OF2056  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 OF2056  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OF2056
 OF2056  HORZ ORDER  -  SECOND
 OF2056  VERT ORDER  -  THIRD ? (See Below)
 OF2056
 OF2056.The horizontal coordinates were established by classical geodetic methods
 OF2056.and adjusted by the National Geodetic Survey in January 1999..
 OF2056
 OF2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2056.The vertical order pertains to the NGVD 29 superseded value.
 OF2056
 OF2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2056
 OF2056.The geoid height was determined by GEOID03.
 OF2056
 OF2056;                    North         East     Units Scale Factor Converg.
 OF2056;SPC NY W     -   336,613.908   428,189.582   MT  1.00001268   +0 39 16.8
 OF2056;SPC NY W     - 1,104,374.13  1,404,818.65   sFT  1.00001268   +0 39 16.8
 OF2056;UTM  18      - 4,767,152.492   286,213.905   MT  1.00016229   -1 47 28.0
 OF2056
 OF2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2056!SPC NY W     -   0.99997114  x   1.00001268  =   0.99998382
 OF2056!UTM  18      -   0.99997114  x   1.00016229  =   1.00013342
 OF2056
 OF2056:                Primary Azimuth Mark                     Grid Az
 OF2056:SPC NY W     -  3125                                     086 59 40.0
 OF2056:UTM  18      -  3125                                     089 26 24.8
 OF2056
 OF2056|---------------------------------------------------------------------|
 OF2056| PID    Reference Object                     Distance      Geod. Az  |
 OF2056|                                                           dddmmss.s |
 OF2056| OF2055 3125                                APPROX. 0.6 KM 0873856.8 |
 OF2056|---------------------------------------------------------------------|
 OF2056
 OF2056                          SUPERSEDED SURVEY CONTROL
 OF2056
 OF2056  NAD 83(1986)-  43 01 37.13814(N)    077 37 26.24417(W) AD(       ) 2
 OF2056  NAD 27      -  43 01 36.91260(N)    077 37 27.24370(W) AD(       ) 2
 OF2056  NGVD 29 (07/19/86)  219.34   (m)          719.6    (f) LEVELING    3  
 OF2056
 OF2056.Superseded values are not recommended for survey control.
 OF2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2056.See file dsdata.txt to determine how the superseded data were derived.
 OF2056
 OF2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8621467152(NAD 83)
 OF2056_MARKER: DD = SURVEY DISK
 OF2056_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2056
 OF2056  HISTORY     - Date     Condition        Report By
 OF2056  HISTORY     - 1940     MONUMENTED       NYGS
 OF2056  HISTORY     - 1973     GOOD             NY-055
 OF2056  HISTORY     - 1973     GOOD             NY-055
 OF2056
 OF2056                          STATION DESCRIPTION
 OF2056
 OF2056'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2056'IN HENRIETTA, ON SOUTH SIDE OF WARD HILL ROAD, 0.3 MILE EAST OF
 OF2056'EAST HENRIETTA ROAD, 22.2 FEET SOUTH OF THE CENTER LINE OF WARD
 OF2056'HILL ROAD, 9.9 FEET WEST OF EAST RANGE LINE OF GEORGE WARDS
 OF2056'HOUSE, 66.4 FEET EAST OF THE WEST RANGE LINE OF SAID HOUSE, 58.1
 OF2056'FEET SOUTHWEST OF THE INTERSECTION OF NORTH RIGHT-OF-WAY AND
 OF2056'FARM FENCES, 73.4 FEET SOUTHEAST OF INTERSECTION OF NORTH
 OF2056'RIGHT-OF-WAY AND YARD FENCES, 48.2 FEET SOUTH OF 20-INCH MAPLE
 OF2056'TREE, 52.5 FEET SOUTH OF A 30-INCH POPLAR TREE, AND 3.2 FEET
 OF2056'NORTH OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND G.S.
 OF2056'AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2056'GROUND.
 OF2056
 OF2056                          STATION RECOVERY (1973)
 OF2056
 OF2056'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2056'NEW DESCRIPTION FOLLOWS--
 OF2056'
 OF2056'IN THE TOWN OF HENRIETTA, ON WARD HILL RD. (RT.69), 0.3 MI. E. OF
 OF2056'E. HENRIETTA RD. (RT. 15A)
 OF2056'
 OF2056'22.2 FT N. OF CENTERLINE WARD HILL ROAD
 OF2056'
 OF2056'47.4 FT N.N.W. OF MOST EASTERLY CONC. HITCHING POST WITH METAL RING
 OF2056'
 OF2056'44.0 FT N. OF MOST WESTERLY CONC. HITCHING POST WITH METAL RING
 OF2056'
 OF2056'66.4 FT W. OF E. RANGELINE HOUSE 120
 OF2056'
 OF2056'3.8 FT E. OF W. RANGELINE HOUSE 120
 OF2056'
 OF2056'1.0 FT S. OF M.C. WITNESS POST.
 OF2056'
 OF2056'A C AND GS AND STATE SURVEY STANDARD BRONZE DISK STAMPED 1042-1
 OF2056'IN THE TOP OF A CONCRETE POST COVERED 0.1 FT
 OF2056
 OF2056                          STATION RECOVERY (1973)
 OF2056
 OF2056'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2056'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2056'IN HENRIETTA ON N SIDE OF WARD HILL RD RTE 69, 0.3 MI E OF E HENRIETTA
 OF2056'RD RTE 15A, 22.2 FT N OF CL OF WARD HILL RD, 66.4 FT W OF E RANGE LINE
 OF2056'OF HSE NO 120, AND 1.0 FT S OF MONROE COUNTY WITNESS POST.  STATION IS
 OF2056'A STANDARD DISK STAMPED---1042-1---IN CONCRETE POST 0.1 FT BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2053 ***********************************************************************
 OF2053  DESIGNATION -  1042 3
 OF2053  PID         -  OF2053
 OF2053  STATE/COUNTY-  NY/MONROE
 OF2053  USGS QUAD   -  PITTSFORD (1978)
 OF2053
 OF2053                         *CURRENT SURVEY CONTROL
 OF2053  ___________________________________________________________________
 OF2053* NAD 83(1996)-  43 01 21.69177(N)    077 36 36.71007(W)     ADJUSTED  
 OF2053* NAVD 88     -       211.61   (+/-2cm)     694.3    (feet)  VERTCON   
 OF2053  ___________________________________________________________________
 OF2053  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 OF2053  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2053
 OF2053  HORZ ORDER  -  SECOND
 OF2053  VERT ORDER  -  THIRD ? (See Below)
 OF2053
 OF2053.The horizontal coordinates were established by classical geodetic methods
 OF2053.and adjusted by the National Geodetic Survey in January 1999..
 OF2053
 OF2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2053.The vertical order pertains to the NGVD 29 superseded value.
 OF2053
 OF2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2053
 OF2053.The geoid height was determined by GEOID03.
 OF2053
 OF2053;                    North         East     Units Scale Factor Converg.
 OF2053;SPC NY W     -   336,150.405   429,316.564   MT  1.00001487   +0 39 50.4
 OF2053;SPC NY W     - 1,102,853.45  1,408,516.09   sFT  1.00001487   +0 39 50.4
 OF2053;UTM  18      - 4,766,641.245   287,320.243   MT  1.00015648   -1 46 53.7
 OF2053
 OF2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2053!SPC NY W     -   0.99997232  x   1.00001487  =   0.99998719
 OF2053!UTM  18      -   0.99997232  x   1.00015648  =   1.00012880
 OF2053
 OF2053:                Primary Azimuth Mark                     Grid Az
 OF2053:SPC NY W     -  3123                                     086 55 23.5
 OF2053:UTM  18      -  3123                                     089 22 07.6
 OF2053
 OF2053|---------------------------------------------------------------------|
 OF2053| PID    Reference Object                     Distance      Geod. Az  |
 OF2053|                                                           dddmmss.s |
 OF2053| OF2050 3123                                APPROX. 0.6 KM 0873513.9 |
 OF2053| OF2054 3122                                172.051 METERS 27447     |
 OF2053|---------------------------------------------------------------------|
 OF2053
 OF2053                          SUPERSEDED SURVEY CONTROL
 OF2053
 OF2053  NAD 83(1986)-  43 01 21.69926(N)    077 36 36.70774(W) AD(       ) 2
 OF2053  NAD 27      -  43 01 21.47390(N)    077 36 37.70920(W) AD(       ) 2
 OF2053  NGVD 29 (07/19/86)  211.77   (m)          694.8    (f) LEVELING    3  
 OF2053
 OF2053.Superseded values are not recommended for survey control.
 OF2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2053.See file dsdata.txt to determine how the superseded data were derived.
 OF2053
 OF2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8732066641(NAD 83)
 OF2053_MARKER: DD = SURVEY DISK
 OF2053_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2053_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2053
 OF2053  HISTORY     - Date     Condition        Report By
 OF2053  HISTORY     - 1940     MONUMENTED       NYGS
 OF2053  HISTORY     - 1973     GOOD             NY-055
 OF2053  HISTORY     - 1973     GOOD             NY-055
 OF2053
 OF2053                          STATION DESCRIPTION
 OF2053
 OF2053'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2053'IN HENRIETTA, ON SOUTH SIDE OF WILLIAMS ROAD, 0.1 MILE EAST OF
 OF2053'PINNACLE ROAD, 20.4 FEET SOUTH OF THE CENTER LINE OF WILLIAMS ROAD,
 OF2053'1.5 FEET NORTH OF R.G. AND E. POLE NO. 3, 237.0 FEET EAST OF THE
 OF2053'EAST RANGE LINE OF A. REMELTS BARN, 244.0 FEET EAST OF THE
 OF2053'INTERSECTION OF SOUTH RIGHT-OF-WAY AND FARM FENCES, AND 3.6 FEET
 OF2053'NORTHWEST OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND
 OF2053'G.S.  AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2053'GROUND.
 OF2053
 OF2053                          STATION RECOVERY (1973)
 OF2053
 OF2053'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2053'NEW DESCRIPTION FOLLOWS--
 OF2053'
 OF2053'IN THE TOWN OF HENRIETTA, ON WILLIAMS RD. (RT.43), 0.1 MI. E.
 OF2053'OF PINNACLE RD. (RT. 92)
 OF2053'
 OF2053'20.0 FT S. OF CENTERLINE WILLIAMS RD.
 OF2053'
 OF2053'1.5 FT N.W. OF UTILITY POLE R1
 OF2053'
 OF2053'180.6 FT + OR - E. OF E. RANGELINE OF GARAGE OF HOUSE 33
 OF2053'
 OF2053'209.8 FT + OR - N.E. OF N.E. CORNER OF GARAGE OF HOUSE 33
 OF2053'
 OF2053'A C AND GS AND STATE SURVEY STANDARD BRONZE DISK STAMPED 1042-3 IN
 OF2053'THE TOP OF A CONCRETE POST COVERED 0.1 FT
 OF2053
 OF2053                          STATION RECOVERY (1973)
 OF2053
 OF2053'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2053'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2053'IN HENRIETTA ON S SIDE OF WILLIAMS RD RTE 43, 0.1 MI E OF PINNACLE RD
 OF2053'RTE 92, 20.0 FT S OF CL OF WILLIAMS RD, 1.5 FT NW OF UTILITY POLE R 1,
 OF2053'AND 180.6 FT + OR - E OF E RANGE LINE OF GARAGE OF HSE NO 33.  STATION
 OF2053'IS A STANDARD DISK STAMPED---1042-3---IN CONCRETE POST 0.1 FT BELOW
 OF2053'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2007 ***********************************************************************
 OF2007  DESIGNATION -  1042 4 NYGS 1969
 OF2007  PID         -  OF2007
 OF2007  STATE/COUNTY-  NY/MONROE
 OF2007  USGS QUAD   -  PITTSFORD (1978)
 OF2007
 OF2007                         *CURRENT SURVEY CONTROL
 OF2007  ___________________________________________________________________
 OF2007* NAD 83(1996)-  43 01 22.76644(N)    077 36 01.10809(W)     ADJUSTED  
 OF2007* NAVD 88     -       212.81   (+/-2cm)     698.2    (feet)  VERTCON   
 OF2007  ___________________________________________________________________
 OF2007  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OF2007  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2007
 OF2007  HORZ ORDER  -  SECOND
 OF2007  VERT ORDER  -  THIRD ? (See Below)
 OF2007
 OF2007.The horizontal coordinates were established by classical geodetic methods
 OF2007.and adjusted by the National Geodetic Survey in January 1999..
 OF2007
 OF2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2007.The vertical order pertains to the NGVD 29 superseded value.
 OF2007
 OF2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2007
 OF2007.The geoid height was determined by GEOID03.
 OF2007
 OF2007;                    North         East     Units Scale Factor Converg.
 OF2007;SPC NY W     -   336,192.956   430,122.231   MT  1.00001645   +0 40 14.7
 OF2007;SPC NY W     - 1,102,993.06  1,411,159.35   sFT  1.00001645   +0 40 14.7
 OF2007;UTM  18      - 4,766,649.381   288,127.104   MT  1.00015227   -1 46 29.4
 OF2007
 OF2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2007!SPC NY W     -   0.99997213  x   1.00001645  =   0.99998858
 OF2007!UTM  18      -   0.99997213  x   1.00015227  =   1.00012440
 OF2007
 OF2007:                Primary Azimuth Mark                     Grid Az
 OF2007:SPC NY W     -  1042 5 NYGS 1969                         088 38 44.8
 OF2007:UTM  18      -  1042 5 NYGS 1969                         091 05 28.9
 OF2007
 OF2007|---------------------------------------------------------------------|
 OF2007| PID    Reference Object                     Distance      Geod. Az  |
 OF2007|                                                           dddmmss.s |
 OF2007| OF2010 1042 5 NYGS 1969                    APPROX. 1.0 KM 0891859.5 |
 OF2007| OF2050 3123                                183.157 METERS 26750     |
 OF2007|---------------------------------------------------------------------|
 OF2007
 OF2007                          SUPERSEDED SURVEY CONTROL
 OF2007
 OF2007  NAD 83(1986)-  43 01 22.77400(N)    077 36 01.10576(W) AD(       ) 2
 OF2007  NAD 27      -  43 01 22.54890(N)    077 36 02.10819(W) AD(       ) 2
 OF2007  NGVD 29 (07/19/86)  212.97   (m)          698.7    (f) LEVELING    3  
 OF2007
 OF2007.Superseded values are not recommended for survey control.
 OF2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2007.See file dsdata.txt to determine how the superseded data were derived.
 OF2007
 OF2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8812766649(NAD 83)
 OF2007_MARKER: DD = SURVEY DISK
 OF2007_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2007_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2007
 OF2007  HISTORY     - Date     Condition        Report By
 OF2007  HISTORY     - 1940     MONUMENTED       NYGS
 OF2007  HISTORY     - 1969     GOOD             CGS
 OF2007  HISTORY     - 1973     GOOD             NY-055
 OF2007  HISTORY     - 1973     GOOD             NY-055
 OF2007
 OF2007                          STATION DESCRIPTION
 OF2007
 OF2007'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2007'IN HENRIETTA, ON NORTH SIDE OF WILLIAMS ROAD, 0.13 MILE EAST OF
 OF2007'WARDELL ROAD, 23.7 FEET NORTH OF THE CENTER LINE OF WILLIAMS ROAD
 OF2007'ON THE WEST RANGE LINE OF CHAS. W. AGATES HOUSE, 44.7 FEET WEST
 OF2007'OF EAST RANGE LINE OF SAID HOUSE, 50.1 FEET NORTHEAST OF
 OF2007'INTERSECTION OF SOUTH RIGHT-OF-WAY AND FARM FENCES, 47.2 FEET
 OF2007'NORTH OF 14-INCH MAPLE TREE, 49.9 FEET NORTH OF 24-INCH MAPLE
 OF2007'TREE, 62.1 FEET NORTHWEST OF 24-INCH MAPLE TREE, AND 4.0 FEET
 OF2007'EAST OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND G.S.
 OF2007'AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2007
 OF2007                          STATION RECOVERY (1969)
 OF2007
 OF2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2007'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2007'
 OF2007'IN HENRIETTA ALONG WILLIAMS ROAD
 OF2007'
 OF2007'0.9 MILE NORTHWEST OF STATION CLOVER 1969
 OF2007'
 OF2007'0.13 MILE EAST OF WARDELL ROAD
 OF2007'
 OF2007'23.1 FEET NORTH OF CENTER OF WILLIAMS ROAD
 OF2007'
 OF2007'90.3 FEET NORTH OF NORTHWEST CORNER OF HOUSE NO. 259
 OF2007'
 OF2007'72.0 FEET WEST OF POLE R3
 OF2007'
 OF2007'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2007'STANDARD DISK IN CONCRETE COVERED 2 INCHES.
 OF2007
 OF2007                          STATION RECOVERY (1973)
 OF2007
 OF2007'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2007'DESCRIPTION IS ADEQUATE.
 OF2007
 OF2007                          STATION RECOVERY (1973)
 OF2007
 OF2007'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2007'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2010 ***********************************************************************
 OF2010  DESIGNATION -  1042 5 NYGS 1969
 OF2010  PID         -  OF2010
 OF2010  STATE/COUNTY-  NY/MONROE
 OF2010  USGS QUAD   -  PITTSFORD (1978)
 OF2010
 OF2010                         *CURRENT SURVEY CONTROL
 OF2010  ___________________________________________________________________
 OF2010* NAD 83(1996)-  43 01 23.13570(N)    077 35 18.67052(W)     ADJUSTED  
 OF2010* NAVD 88     -       200.44   (+/-2cm)     657.6    (feet)  VERTCON   
 OF2010  ___________________________________________________________________
 OF2010  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 OF2010  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OF2010
 OF2010  HORZ ORDER  -  SECOND
 OF2010  VERT ORDER  -  THIRD ? (See Below)
 OF2010
 OF2010.The horizontal coordinates were established by classical geodetic methods
 OF2010.and adjusted by the National Geodetic Survey in January 1999..
 OF2010
 OF2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2010.The vertical order pertains to the NGVD 29 superseded value.
 OF2010
 OF2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2010
 OF2010.The geoid height was determined by GEOID03.
 OF2010
 OF2010;                    North         East     Units Scale Factor Converg.
 OF2010;SPC NY W     -   336,215.666   431,082.910   MT  1.00001835   +0 40 43.6
 OF2010;SPC NY W     - 1,103,067.56  1,414,311.18   sFT  1.00001835   +0 40 43.6
 OF2010;UTM  18      - 4,766,631.076   289,088.004   MT  1.00014727   -1 46 00.4
 OF2010
 OF2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2010!SPC NY W     -   0.99997407  x   1.00001835  =   0.99999242
 OF2010!UTM  18      -   0.99997407  x   1.00014727  =   1.00012134
 OF2010
 OF2010                          SUPERSEDED SURVEY CONTROL
 OF2010
 OF2010  NAD 83(1986)-  43 01 23.14335(N)    077 35 18.66819(W) AD(       ) 2
 OF2010  NAD 27      -  43 01 22.91830(N)    077 35 19.67207(W) AD(       ) 2
 OF2010  NGVD 29 (07/19/86)  200.60   (m)          658.1    (f) LEVELING    3  
 OF2010
 OF2010.Superseded values are not recommended for survey control.
 OF2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2010.See file dsdata.txt to determine how the superseded data were derived.
 OF2010
 OF2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8908866631(NAD 83)
 OF2010_MARKER: DD = SURVEY DISK
 OF2010_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2010
 OF2010  HISTORY     - Date     Condition        Report By
 OF2010  HISTORY     - 1940     MONUMENTED       NYGS
 OF2010  HISTORY     - 1969     GOOD             CGS
 OF2010  HISTORY     - 1973     GOOD             NY-055
 OF2010  HISTORY     - 1973     GOOD             NY-055
 OF2010
 OF2010                          STATION DESCRIPTION
 OF2010
 OF2010'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2010'IN RUSH, ON NORTH SIDE OF WILLIAMS ROAD, 0.2 MILE EAST OF CLOVER
 OF2010'STREET, 23.4 FEET NORTH OF THE CENTER LINE OF WILLIAMS ROAD,
 OF2010'248.7 FEET EAST OF THE EAST RANGE LINE OF F. SEAMS HOUSE, AND
 OF2010'2.9 FEET WEST OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND
 OF2010'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2010'GROUND.
 OF2010
 OF2010                          STATION RECOVERY (1969)
 OF2010
 OF2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2010'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2010'
 OF2010'IN MENDON ALONG WILLIAMS ROAD
 OF2010'
 OF2010'0.5 MILES NORTHWEST OF STATION CLOVER 1969
 OF2010'
 OF2010'0.2 MILES WEST OF CLOVER STREET
 OF2010'
 OF2010'23.0 FEET NORTH OF THE CENTER OF WILLIAMS ROAD
 OF2010'
 OF2010'2.9 FEET WEST OF WITNESS POST
 OF2010'
 OF2010'125.1 FEET EAST OF POLE RTC 7, RGE E-29
 OF2010'
 OF2010'183.6 FEET EAST OF THE CENTER LINE OF DRIVEWAY
 OF2010'
 OF2010'246.7 FEET EAST OF THE EAST RANGE OF HOUSE NO. 320
 OF2010'
 OF2010'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2010'STANDARD DISK IN CONCRETE COVERED 2 INCHES.
 OF2010
 OF2010                          STATION RECOVERY (1973)
 OF2010
 OF2010'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2010'DESCRIPTION IS ADEQUATE.
 OF2010
 OF2010                          STATION RECOVERY (1973)
 OF2010
 OF2010'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2010'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1752 ***********************************************************************
 NA1752  DESIGNATION -  1045
 NA1752  PID         -  NA1752
 NA1752  STATE/COUNTY-  NY/CORTLAND
 NA1752  USGS QUAD   -  CINCINNATUS (1976)
 NA1752
 NA1752                         *CURRENT SURVEY CONTROL
 NA1752  ___________________________________________________________________
 NA1752* NAD 83(1986)-  42 32 34.     (N)    075 53 43.     (W)     SCALED    
 NA1752* NAVD 88     -       318.572  (meters)    1045.18   (feet)  ADJUSTED  
 NA1752  ___________________________________________________________________
 NA1752  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 NA1752  DYNAMIC HT  -         318.467 (meters)    1044.84  (feet)  COMP
 NA1752  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 NA1752
 NA1752  VERT ORDER  -  SECOND    CLASS II
 NA1752
 NA1752.The horizontal coordinates were scaled from a topographic map and have
 NA1752.an estimated accuracy of +/- 6 seconds.
 NA1752
 NA1752.The orthometric height was determined by differential leveling
 NA1752.and adjusted by the National Geodetic Survey in June 2005..
 NA1752.No vertical observational check was made to the station.
 NA1752
 NA1752.The geoid height was determined by GEOID03.
 NA1752
 NA1752.The dynamic height is computed by dividing the NAVD 88
 NA1752.geopotential number by the normal gravity value computed on the
 NA1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1752.degrees latitude (g = 980.6199 gals.).
 NA1752
 NA1752.The modeled gravity was interpolated from observed gravity values.
 NA1752
 NA1752;                    North         East    Units  Estimated Accuracy
 NA1752;SPC NY C     -   282,610.      306,520.      MT  (+/- 180 meters Scaled)
 NA1752
 NA1752                          SUPERSEDED SURVEY CONTROL
 NA1752
 NA1752  NAVD 88 (06/15/91)  318.599  (m)         1045.27   (f) UNKNOWN     2 0
 NA1752  NGVD 29 (??/??/92)  318.741  (m)         1045.74   (f) ADJ UNCH    2 0
 NA1752
 NA1752.Superseded values are not recommended for survey control.
 NA1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1752.See file dsdata.txt to determine how the superseded data were derived.
 NA1752
 NA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN264104(NAD 83)
 NA1752_MARKER: DB = BENCH MARK DISK
 NA1752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1752_SP_SET: BUILDING FOUNDATION
 NA1752_STAMPING: ALBANY 1045
 NA1752_MARK LOGO: USGS  
 NA1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1752+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 NA1752
 NA1752  HISTORY     - Date     Condition        Report By
 NA1752  HISTORY     - UNK      MONUMENTED       USGS
 NA1752  HISTORY     - 1934     GOOD             NGS
 NA1752  HISTORY     - 19990219 GOOD             FA
 NA1752  HISTORY     - 20010401 GOOD             NYDT
 NA1752  HISTORY     - 20010425 GOOD             NYDT
 NA1752  HISTORY     - 20040713 GOOD             NYDT
 NA1752
 NA1752                          STATION DESCRIPTION
 NA1752
 NA1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA1752'AT CINCINNATUS.
 NA1752'AT THE EAST END OF MAIN STREET, OPPOSITE A SMALL MONUMENT IN A GRASS
 NA1752'PLOT, SET ON THE EAST FACE AT THE NORTH EAST CORNER IN A FOUNDATION
 NA1752'STONE OF A TWO STORY BRICK BUILDING PAINTED YELLOW.
 NA1752
 NA1752                          STATION RECOVERY (1999)
 NA1752
 NA1752'RECOVERY NOTE BY FISHER ASSOCIATES 1999 (TWR)
 NA1752'VERTICAL DISK 0.25 ABOVE SIDEWALK ON EAST FACE AT NORTHEAST CORNER 2
 NA1752'STORY BRICK BUILDING -MAGROS ITALIA PIZZERIA INC- AT THE SOUTH CORNER
 NA1752'OF THE INTERSECTION OF TELEPHONE RD EXT -MAIN ST- AND RT 166 SOUTH OF
 NA1752'ISLAND CONTAINING TOWN OF CINCINNATUS SOLDIER MEMORIAL STONE AND
 NA1752'PLAQUE.
 NA1752
 NA1752                          STATION RECOVERY (2001)
 NA1752
 NA1752'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (HW)
 NA1752'RECOVERED IN GOOD CONDITION.
 NA1752
 NA1752                          STATION RECOVERY (2001)
 NA1752
 NA1752'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 NA1752'RECOVERED AS DESCRIBED.
 NA1752' 
 NA1752'
 NA1752
 NA1752                          STATION RECOVERY (2004)
 NA1752
 NA1752'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (GJB)
 NA1752'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1308 ***********************************************************************
 NA1308  DESIGNATION -  1047
 NA1308  PID         -  NA1308
 NA1308  STATE/COUNTY-  NY/OTSEGO
 NA1308  USGS QUAD   -  FRANKLIN (1982)
 NA1308
 NA1308                         *CURRENT SURVEY CONTROL
 NA1308  ___________________________________________________________________
 NA1308* NAD 83(1986)-  42 22 01.     (N)    075 14 42.     (W)     SCALED    
 NA1308* NAVD 88     -       318.906  (meters)    1046.28   (feet)  ADJUSTED  
 NA1308  ___________________________________________________________________
 NA1308  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NA1308  DYNAMIC HT  -         318.794 (meters)    1045.91  (feet)  COMP
 NA1308  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 NA1308
 NA1308  VERT ORDER  -  FIRST     CLASS II
 NA1308
 NA1308.The horizontal coordinates were scaled from a topographic map and have
 NA1308.an estimated accuracy of +/- 6 seconds.
 NA1308
 NA1308.The orthometric height was determined by differential leveling
 NA1308.and adjusted by the National Geodetic Survey in June 1991..
 NA1308
 NA1308.The geoid height was determined by GEOID03.
 NA1308
 NA1308.The dynamic height is computed by dividing the NAVD 88
 NA1308.geopotential number by the normal gravity value computed on the
 NA1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1308.degrees latitude (g = 980.6199 gals.).
 NA1308
 NA1308.The modeled gravity was interpolated from observed gravity values.
 NA1308
 NA1308;                    North         East    Units  Estimated Accuracy
 NA1308;SPC NY E     -   392,620.       88,640.      MT  (+/- 180 meters Scaled)
 NA1308
 NA1308                          SUPERSEDED SURVEY CONTROL
 NA1308
 NA1308  NGVD 29 (??/??/92)  319.024  (m)         1046.66   (f) ADJ UNCH    1 2
 NA1308
 NA1308.Superseded values are not recommended for survey control.
 NA1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1308.See file dsdata.txt to determine how the superseded data were derived.
 NA1308
 NA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM798905(NAD 83)
 NA1308_MARKER: DD = SURVEY DISK
 NA1308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1308_SP_SET: BRIDGE
 NA1308_STAMPING: 1047 ALBANY 1898
 NA1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1308
 NA1308  HISTORY     - Date     Condition        Report By
 NA1308  HISTORY     - 1898     MONUMENTED       USGS
 NA1308  HISTORY     - 1941     GOOD             NGS
 NA1308  HISTORY     - 1976     GOOD             NGS
 NA1308
 NA1308                          STATION DESCRIPTION
 NA1308
 NA1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1308'AT WELLS BRIDGE.
 NA1308'AT WELLS BRIDGE, OTSEGO COUNTY, ON THE DELAWARE AND HUDSON RAILROAD,
 NA1308'0.1 MILE WEST OF THE STATION, 156 FEET SOUTH OF THE SOUTH RAIL OF THE
 NA1308'SOUTH TRACK, AT A STEEL HIGHWAY BRIDGE OVER SUSQUEHANNA RIVER, IN THE
 NA1308'EAST CORNER OF THE NORTH ABUTMENT, 24.5 FEET SOUTH OF POLE 2626, AND
 NA1308'12 FEET EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 NA1308'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1047 ALBANY 1898.
 NA1308
 NA1308                          STATION RECOVERY (1976)
 NA1308
 NA1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0664 ***********************************************************************
 NB0664  DESIGNATION -  105
 NB0664  PID         -  NB0664
 NB0664  STATE/COUNTY-  NY/YATES
 NB0664  USGS QUAD   -  DUNDEE (1942)
 NB0664
 NB0664                         *CURRENT SURVEY CONTROL
 NB0664  ___________________________________________________________________
 NB0664* NAD 83(1986)-  42 31 55.     (N)    076 55 21.     (W)     SCALED    
 NB0664* NAVD 88     -       242.223  (meters)     794.69   (feet)  ADJUSTED  
 NB0664  ___________________________________________________________________
 NB0664  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NB0664  DYNAMIC HT  -         242.148 (meters)     794.45  (feet)  COMP
 NB0664  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 NB0664
 NB0664  VERT ORDER  -  SECOND    CLASS 0
 NB0664
 NB0664.The horizontal coordinates were scaled from a topographic map and have
 NB0664.an estimated accuracy of +/- 6 seconds.
 NB0664
 NB0664.The orthometric height was determined by differential leveling
 NB0664.and adjusted by the National Geodetic Survey in June 1991..
 NB0664
 NB0664.The geoid height was determined by GEOID03.
 NB0664
 NB0664.The dynamic height is computed by dividing the NAVD 88
 NB0664.geopotential number by the normal gravity value computed on the
 NB0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0664.degrees latitude (g = 980.6199 gals.).
 NB0664
 NB0664.The modeled gravity was interpolated from observed gravity values.
 NB0664
 NB0664;                    North         East    Units  Estimated Accuracy
 NB0664;SPC NY C     -   281,230.      222,140.      MT  (+/- 180 meters Scaled)
 NB0664
 NB0664                          SUPERSEDED SURVEY CONTROL
 NB0664
 NB0664  NGVD 29 (??/??/92)  242.384  (m)          795.22   (f) ADJ UNCH    2 0
 NB0664
 NB0664.Superseded values are not recommended for survey control.
 NB0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0664.See file dsdata.txt to determine how the superseded data were derived.
 NB0664
 NB0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN421106(NAD 83)
 NB0664_MARKER: B = BOLT
 NB0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0664_SP_SET: CULVERT
 NB0664_STAMPING: 105 PRR
 NB0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0664
 NB0664  HISTORY     - Date     Condition        Report By
 NB0664  HISTORY     - UNK      MONUMENTED       PRR
 NB0664  HISTORY     - 1942     GOOD             NGS
 NB0664  HISTORY     - 1985     GOOD             USPSQD
 NB0664  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NB0664  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0664  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0664
 NB0664                          STATION DESCRIPTION
 NB0664
 NB0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0664'0.2 MI S FROM STARKEY.
 NB0664'TO REACH FROM THE PENNSYLVANIA RAILROAD STATION AT STARKEY, PROCEED
 NB0664'0.2 MILE SOUTH ALONG THE TRACKS TO A CONCRETE CULVERT AND SITE OF
 NB0664'BENCH MARK. BENCH MARK IS A COPPER BOLT SET VERTICALLY IN THE TOP
 NB0664'OF THE SOUTH END OF COPING OF THE WEST CONCRETE HEADWALL OF A 36.0
 NB0664'INCH PIPE CULVERT. IT IS 12.0 FEET WEST OF AND ABOUT 4.0 FEET BELOW
 NB0664'THE CENTER LINE OF TRACK, 27.0 YARDS SOUTH OF MILE POST NO. 28. A
 NB0664'COPPER BOLT SET IN DRILL HOLE.
 NB0664
 NB0664                          STATION RECOVERY (1985)
 NB0664
 NB0664'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0664'THE STATION AT STARKEY NO LONGER EXISTS. THE MARK IS LOCATED 7 INCHES
 NB0664'FROM THE WEST FACE AND 24 INCHES NORTH OF THE SOUTH END OF THE
 NB0664'CULVERT HEADWALL. THE HEADWALL IS LAID UP NATURAL STONE OF SHALE
 NB0664'CHARACTERISTIC. THE TOP COURSE IS SPALLING AND WILL SHORTLY ENDANGER
 NB0664'THE INTEGRITY OF THE BOLT.
 NB0664
 NB0664                          STATION RECOVERY (1987)
 NB0664
 NB0664'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHS)
 NB0664'MARK NOT FOUND.
 NB0664
 NB0664                          STATION RECOVERY (1988)
 NB0664
 NB0664'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0664'MARK NOT FOUND.
 NB0664
 NB0664                          STATION RECOVERY (1999)
 NB0664
 NB0664'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1445 ***********************************************************************
 PH1445  DESIGNATION -  105
 PH1445  PID         -  PH1445
 PH1445  STATE/COUNTY-  NY/ST LAWRENCE
 PH1445  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1445
 PH1445                         *CURRENT SURVEY CONTROL
 PH1445  ___________________________________________________________________
 PH1445* NAD 83(1986)-  44 39 07.     (N)    075 33 27.     (W)     SCALED    
 PH1445* NAVD 88     -        79.58   (+/-2cm)     261.1    (feet)  VERTCON   
 PH1445  ___________________________________________________________________
 PH1445  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 PH1445
 PH1445  VERT ORDER  -  ? (See Below)
 PH1445
 PH1445.The horizontal coordinates were scaled from a topographic map and have
 PH1445.an estimated accuracy of +/- 6 seconds.
 PH1445
 PH1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1445.The vertical order pertains to the NGVD 29 superseded value.
 PH1445
 PH1445.The geoid height was determined by GEOID03.
 PH1445
 PH1445;                    North         East    Units  Estimated Accuracy
 PH1445;SPC NY E     -   646,740.       66,130.      MT  (+/- 180 meters Scaled)
 PH1445
 PH1445                          SUPERSEDED SURVEY CONTROL
 PH1445
 PH1445  NGVD 29 (??/??/92)   79.701  (m)          261.49   (f) ADJ UNCH    ?  
 PH1445
 PH1445.Superseded values are not recommended for survey control.
 PH1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1445.See file dsdata.txt to determine how the superseded data were derived.
 PH1445
 PH1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ557444(NAD 83)
 PH1445_MARKER: Z = SEE DESCRIPTION
 PH1445_SETTING: 80 = SET IN A BOULDER
 PH1445_SP_SET: BOULDER
 PH1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1445+STABILITY: SURFACE MOTION
 PH1445
 PH1445  HISTORY     - Date     Condition        Report By
 PH1445  HISTORY     - UNK      MONUMENTED       USLS
 PH1445  HISTORY     - 1969     GOOD             USLS
 PH1445
 PH1445                          STATION DESCRIPTION
 PH1445
 PH1445'DESCRIBED BY US LAKE SURVEY 1969
 PH1445'4.1 MI SW FROM OGDENSBURG.
 PH1445'IS IN ST. LAWRENCE COUNTY, NEW YORK, 4.1 MILES UPRIVER FROM CENTERLINE
 PH1445'OF BRIDGE OVER OSWEGATCHIE RIVER AT OGDENSBURG, ON RIVER SIDE OF THE
 PH1445'OLD R.R. GRADE, ABOUT 328 FEET DOWNRIVER FROM DOWNRIVER CORNER OF OLD
 PH1445'BUTTER FACTORY RUINS, 22.8 FEET UPRIVER FROM CENTERLINE OF RIVER END
 PH1445'OF A 3 FOOT IRON CULVERT UNDER THE OLD GRADE, APPROXIMATELY 15 FEET
 PH1445'UPRIVER FROM UPRIVER END OF A GRADE CUT, ON A 2 X 1-1/2 FOOT GRANITE
 PH1445'BOULDER, 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT ON A KNOB OUT
 PH1445'IN TOP OF BOULDER, WITH NUMBERS 105 CUT 0.5 FEET TOWARD RIVER FROM THE
 PH1445'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0003 ***********************************************************************
 OF0003  DESIGNATION -  105 WSM
 OF0003  PID         -  OF0003
 OF0003  STATE/COUNTY-  NY/OSWEGO
 OF0003  USGS QUAD   -  TEXAS (1980)
 OF0003
 OF0003                         *CURRENT SURVEY CONTROL
 OF0003  ___________________________________________________________________
 OF0003* NAD 83(1986)-  43 30 15.     (N)    076 16 38.     (W)     SCALED    
 OF0003* NAVD 88     -        83.735  (meters)     274.72   (feet)  ADJUSTED  
 OF0003  ___________________________________________________________________
 OF0003  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OF0003  DYNAMIC HT  -          83.718 (meters)     274.66  (feet)  COMP
 OF0003  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 OF0003
 OF0003  VERT ORDER  -  FIRST     CLASS II
 OF0003
 OF0003.The horizontal coordinates were scaled from a topographic map and have
 OF0003.an estimated accuracy of +/- 6 seconds.
 OF0003
 OF0003.The orthometric height was determined by differential leveling
 OF0003.and adjusted by the National Geodetic Survey in June 1991..
 OF0003
 OF0003.The geoid height was determined by GEOID03.
 OF0003
 OF0003.The dynamic height is computed by dividing the NAVD 88
 OF0003.geopotential number by the normal gravity value computed on the
 OF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0003.degrees latitude (g = 980.6199 gals.).
 OF0003
 OF0003.The modeled gravity was interpolated from observed gravity values.
 OF0003
 OF0003;                    North         East    Units  Estimated Accuracy
 OF0003;SPC NY C     -   389,220.      274,750.      MT  (+/- 180 meters Scaled)
 OF0003
 OF0003                          SUPERSEDED SURVEY CONTROL
 OF0003
 OF0003  NGVD 29 (??/??/92)   83.909  (m)          275.29   (f) ADJ UNCH    1 2
 OF0003
 OF0003.Superseded values are not recommended for survey control.
 OF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0003.See file dsdata.txt to determine how the superseded data were derived.
 OF0003
 OF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP967175(NAD 83)
 OF0003_MARKER: DD = SURVEY DISK
 OF0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0003_SP_SET: CULVERT
 OF0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0003
 OF0003  HISTORY     - Date     Condition        Report By
 OF0003  HISTORY     - UNK      MONUMENTED       USGS
 OF0003  HISTORY     - 1968     GOOD             USLS
 OF0003  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0003  HISTORY     - 20060411 MARK NOT FOUND   NYDT
 OF0003
 OF0003                          STATION DESCRIPTION
 OF0003
 OF0003'DESCRIBED BY US LAKE SURVEY 1968
 OF0003'1.3 MI SW FROM TEXAS.
 OF0003'105 WSM A BENCH MARK ESTABLISHED BY THE UNITED STATES GEOLOGICAL
 OF0003'SURVEY, IS IN OSWEGO COUNTY, NEW YORK, ABOUT 12.6 MILES NORTHEAST
 OF0003'OF OSWEGO, 1.3 MILES SOUTHWEST OF TEXAS 444 FEET NORTHEAST OF
 OF0003'INTERSECTION OF HIGHWAY NO. 104 B AND NORTH ROAD (COUNTY ROAD NO. 1),
 OF0003'34 FEET NORTHWEST OF CENTERLINE OF HIGHWAY 104 B, ON SOUTHWEST END
 OF0003'OF A CONCRETE CULVERT, BEING HIGHEST POINT OVER CROSS AT CENTER
 OF0003'OF BRONZE DISC SET INTO THE CULVERT.
 OF0003
 OF0003                          STATION RECOVERY (2001)
 OF0003
 OF0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0003'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OF0003
 OF0003                          STATION RECOVERY (2006)
 OF0003
 OF0003'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1125 ***********************************************************************
 NB1125  DESIGNATION -  1050
 NB1125  PID         -  NB1125
 NB1125  STATE/COUNTY-  NY/STEUBEN
 NB1125  USGS QUAD   -  SAVONA (1978)
 NB1125
 NB1125                         *CURRENT SURVEY CONTROL
 NB1125  ___________________________________________________________________
 NB1125* NAD 83(1986)-  42 17 20.     (N)    077 13 16.     (W)     SCALED    
 NB1125* NAVD 88     -       320.333  (meters)    1050.96   (feet)  ADJUSTED  
 NB1125  ___________________________________________________________________
 NB1125  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NB1125  DYNAMIC HT  -         320.216 (meters)    1050.58  (feet)  COMP
 NB1125  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 NB1125
 NB1125  VERT ORDER  -  SECOND    CLASS 0
 NB1125
 NB1125.The horizontal coordinates were scaled from a topographic map and have
 NB1125.an estimated accuracy of +/- 6 seconds.
 NB1125
 NB1125.The orthometric height was determined by differential leveling
 NB1125.and adjusted by the National Geodetic Survey in June 1991..
 NB1125
 NB1125.The geoid height was determined by GEOID03.
 NB1125
 NB1125.The dynamic height is computed by dividing the NAVD 88
 NB1125.geopotential number by the normal gravity value computed on the
 NB1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1125.degrees latitude (g = 980.6199 gals.).
 NB1125
 NB1125.The modeled gravity was interpolated from observed gravity values.
 NB1125
 NB1125;                    North         East    Units  Estimated Accuracy
 NB1125;SPC NY C     -   254,380.      197,400.      MT  (+/- 180 meters Scaled)
 NB1125
 NB1125                          SUPERSEDED SURVEY CONTROL
 NB1125
 NB1125  NGVD 29 (??/??/92)  320.471  (m)         1051.41   (f) ADJ UNCH    2 0
 NB1125
 NB1125.Superseded values are not recommended for survey control.
 NB1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1125.See file dsdata.txt to determine how the superseded data were derived.
 NB1125
 NB1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM168842(NAD 83)
 NB1125_MARKER: DD = SURVEY DISK
 NB1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1125_SP_SET: BRIDGE
 NB1125_STAMPING: 1050 OSWEGO 1899 NEW YORK
 NB1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1125
 NB1125  HISTORY     - Date     Condition        Report By
 NB1125  HISTORY     - 1899     MONUMENTED       USGS
 NB1125  HISTORY     - 19941104 MARK NOT FOUND   USPSQD
 NB1125
 NB1125                          STATION DESCRIPTION
 NB1125
 NB1125'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 NB1125'AT SAVONA.
 NB1125'AT SAVONA, STEUBEN COUNTY, AT A HIGHWAY BRIDGE OVER THE COHOCTON
 NB1125'RIVER, AND IN THE TOP OF THE SOUTH END OF THE STONE ABUTMENT. A
 NB1125'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1050 OSWEGO
 NB1125'1899 NEW YORK. NOTE.--THIS BENCH IS DAMAGED. NOTE--PREVIOUSLY
 NB1125'DESIGNATED 1059 USGS
 NB1125
 NB1125                          STATION RECOVERY (1994)
 NB1125
 NB1125'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1464 ***********************************************************************
 NA1464  DESIGNATION -  1051
 NA1464  PID         -  NA1464
 NA1464  STATE/COUNTY-  NY/BROOME
 NA1464  USGS QUAD   -  AFTON (1957)
 NA1464
 NA1464                         *CURRENT SURVEY CONTROL
 NA1464  ___________________________________________________________________
 NA1464* NAD 83(1986)-  42 11 26.     (N)    075 37 06.     (W)     SCALED    
 NA1464* NAVD 88     -       319.539  (meters)    1048.35   (feet)  ADJUSTED  
 NA1464  ___________________________________________________________________
 NA1464  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NA1464  DYNAMIC HT  -         319.421 (meters)    1047.97  (feet)  COMP
 NA1464  MODELED GRAV-     980,244.0   (mgal)                       NAVD 88
 NA1464
 NA1464  VERT ORDER  -  FIRST     CLASS II
 NA1464
 NA1464.The horizontal coordinates were scaled from a topographic map and have
 NA1464.an estimated accuracy of +/- 6 seconds.
 NA1464
 NA1464.The orthometric height was determined by differential leveling
 NA1464.and adjusted by the National Geodetic Survey in June 1991..
 NA1464
 NA1464.The geoid height was determined by GEOID03.
 NA1464
 NA1464.The dynamic height is computed by dividing the NAVD 88
 NA1464.geopotential number by the normal gravity value computed on the
 NA1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1464.degrees latitude (g = 980.6199 gals.).
 NA1464
 NA1464.The modeled gravity was interpolated from observed gravity values.
 NA1464
 NA1464;                    North         East    Units  Estimated Accuracy
 NA1464;SPC NY E     -   373,370.       57,630.      MT  (+/- 180 meters Scaled)
 NA1464
 NA1464                          SUPERSEDED SURVEY CONTROL
 NA1464
 NA1464  NGVD 29 (??/??/92)  319.672  (m)         1048.79   (f) ADJ UNCH    1 2
 NA1464
 NA1464.Superseded values are not recommended for survey control.
 NA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1464.See file dsdata.txt to determine how the superseded data were derived.
 NA1464
 NA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM489711(NAD 83)
 NA1464_MARKER: DD = SURVEY DISK
 NA1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1464_SP_SET: BRIDGE
 NA1464_STAMPING: 1051 ALBANY 1898
 NA1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1464
 NA1464  HISTORY     - Date     Condition        Report By
 NA1464  HISTORY     - 1898     MONUMENTED       USGS
 NA1464  HISTORY     - 1941     GOOD             NGS
 NA1464  HISTORY     - 1970     POOR             LDA
 NA1464
 NA1464                          STATION DESCRIPTION
 NA1464
 NA1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1464'0.3 MI W FROM HARPURSVILLE.
 NA1464'0.3 MILE WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA1464'AT HARPURSVILLE, BROOME COUNTY, AT BRIDGE 120.52 OVER STATE HIGHWAY
 NA1464'235, IN THE WEST BRIDGE SEAT, 1.1 FEET WEST OF THE EAST EDGE OF THE
 NA1464'BRIDGE SEAT, 0.8 FOOT NORTH OF THE SOUTH END, 46 FEET EAST OF THE
 NA1464'SIGNAL TOWER 1203, 5.7 FEET SOUTH OF THE SOUTH RAIL, AND 4.8 FEET
 NA1464'LOWER THAN THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NA1464'DISK, STAMPED 1051 ALBANY 1898.
 NA1464
 NA1464                          STATION RECOVERY (1970)
 NA1464
 NA1464'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 NA1464'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0397 ***********************************************************************
 NB0397  DESIGNATION -  1054 A USGS
 NB0397  PID         -  NB0397
 NB0397  STATE/COUNTY-  NY/CHEMUNG
 NB0397  USGS QUAD   -  VAN ETTEN (1969)
 NB0397
 NB0397                         *CURRENT SURVEY CONTROL
 NB0397  ___________________________________________________________________
 NB0397* NAD 83(1986)-  42 13 27.     (N)    076 36 35.     (W)     SCALED    
 NB0397* NAVD 88     -       321.430  (meters)    1054.56   (feet)  ADJUSTED  
 NB0397  ___________________________________________________________________
 NB0397  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NB0397  DYNAMIC HT  -         321.310 (meters)    1054.16  (feet)  COMP
 NB0397  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 NB0397
 NB0397  VERT ORDER  -  FIRST     CLASS II
 NB0397
 NB0397.The horizontal coordinates were scaled from a topographic map and have
 NB0397.an estimated accuracy of +/- 6 seconds.
 NB0397
 NB0397.The orthometric height was determined by differential leveling
 NB0397.and adjusted by the National Geodetic Survey in June 1991..
 NB0397
 NB0397.The geoid height was determined by GEOID03.
 NB0397
 NB0397.The dynamic height is computed by dividing the NAVD 88
 NB0397.geopotential number by the normal gravity value computed on the
 NB0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0397.degrees latitude (g = 980.6199 gals.).
 NB0397
 NB0397.The modeled gravity was interpolated from observed gravity values.
 NB0397
 NB0397;                    North         East    Units  Estimated Accuracy
 NB0397;SPC NY C     -   246,990.      247,820.      MT  (+/- 180 meters Scaled)
 NB0397
 NB0397                          SUPERSEDED SURVEY CONTROL
 NB0397
 NB0397  NGVD 29 (??/??/92)  321.553  (m)         1054.96   (f) ADJ UNCH    1 2
 NB0397
 NB0397.Superseded values are not recommended for survey control.
 NB0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0397.See file dsdata.txt to determine how the superseded data were derived.
 NB0397
 NB0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM671759(NAD 83)
 NB0397_MARKER: DD = SURVEY DISK
 NB0397_SETTING: 0 = UNSPECIFIED SETTING
 NB0397_STAMPING: A 1054
 NB0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0397
 NB0397  HISTORY     - Date     Condition        Report By
 NB0397  HISTORY     - UNK      MONUMENTED       USGS
 NB0397  HISTORY     - 1932     GOOD             NGS
 NB0397  HISTORY     - 1964     MARK NOT FOUND
 NB0397  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0397
 NB0397                          STATION DESCRIPTION
 NB0397
 NB0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0397'AT SWARTWOOD.
 NB0397'FRONT OF RESIDENCE OF BENJAMIN BARNES, CENTER OF FOUNDATION, NORTH
 NB0397'WING. NOTE--A PORCH HAS BEEN BUILT ON THE N SIDE OF THE HOUSE AND
 NB0397'PROBABLY COVERS THE MARK.
 NB0397
 NB0397                          STATION RECOVERY (1964)
 NB0397
 NB0397'RECOVERED 1964
 NB0397'MARK NOT FOUND.
 NB0397
 NB0397                          STATION RECOVERY (1982)
 NB0397
 NB0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0397'NOT SEARCHED FOR, MR. BARNES RESIDENCE COULD NOT BE LOCATED,
 NB0397'LOCAL RESIDENTS WERE CONTACTED AND NO ONE COULD REMEMBER A
 NB0397'MR. BARNES OR FAMILY.  THE MARK WAS SET AROUND 1932, EXACT
 NB0397'LOCATION COULD NOT BE FOUND AS THE DESCRIPTION IS NOW
 NB0397'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2111 ***********************************************************************
 OF2111  DESIGNATION -  1054 NYGS 1969
 OF2111  PID         -  OF2111
 OF2111  STATE/COUNTY-  NY/MONROE
 OF2111  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2111
 OF2111                         *CURRENT SURVEY CONTROL
 OF2111  ___________________________________________________________________
 OF2111* NAD 83(1996)-  43 00 11.84405(N)    077 42 33.05271(W)     ADJUSTED  
 OF2111* NAVD 88     -       203.84   (+/-2cm)     668.8    (feet)  VERTCON   
 OF2111  ___________________________________________________________________
 OF2111  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OF2111  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OF2111
 OF2111  HORZ ORDER  -  SECOND
 OF2111  VERT ORDER  -  THIRD ? (See Below)
 OF2111
 OF2111.The horizontal coordinates were established by classical geodetic methods
 OF2111.and adjusted by the National Geodetic Survey in January 1999..
 OF2111
 OF2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2111.The vertical order pertains to the NGVD 29 superseded value.
 OF2111
 OF2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2111
 OF2111.The geoid height was determined by GEOID03.
 OF2111
 OF2111;                    North         East     Units Scale Factor Converg.
 OF2111;SPC NY W     -   333,906.334   421,271.142   MT  0.99999997   +0 35 46.4
 OF2111;SPC NY W     - 1,095,491.03  1,382,120.41   sFT  0.99999997   +0 35 46.4
 OF2111;UTM  18      - 4,764,742.136   279,185.018   MT  1.00019988   -1 50 54.7
 OF2111
 OF2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2111!SPC NY W     -   0.99997352  x   0.99999997  =   0.99997349
 OF2111!UTM  18      -   0.99997352  x   1.00019988  =   1.00017339
 OF2111
 OF2111:                Primary Azimuth Mark                     Grid Az
 OF2111:SPC NY W     -  1055 MCGS 1969                           027 07 51.7
 OF2111:UTM  18      -  1055 MCGS 1969                           029 34 32.8
 OF2111
 OF2111|---------------------------------------------------------------------|
 OF2111| PID    Reference Object                     Distance      Geod. Az  |
 OF2111|                                                           dddmmss.s |
 OF2111| OF2113 1055 MCGS 1969                      APPROX. 0.6 KM 0274338.1 |
 OF2111| OF2173 3503                                400.889 METERS 0642726.2 |
 OF2111| NB1991 SCOTTSVILLE RESET                   389.400 METERS 18822     |
 OF2111| OF2193 3501                                270.203 METERS 26731     |
 OF2111|---------------------------------------------------------------------|
 OF2111
 OF2111                          SUPERSEDED SURVEY CONTROL
 OF2111
 OF2111  NAD 83(1986)-  43 00 11.85122(N)    077 42 33.05035(W) AD(       ) 2
 OF2111  NAD 27      -  43 00 11.62455(N)    077 42 34.03892(W) AD(       ) 2
 OF2111  NGVD 29 (07/19/86)  204.01   (m)          669.3    (f) LEVELING    3  
 OF2111
 OF2111.Superseded values are not recommended for survey control.
 OF2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2111.See file dsdata.txt to determine how the superseded data were derived.
 OF2111
 OF2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7918564742(NAD 83)
 OF2111_MARKER: DD = SURVEY DISK
 OF2111_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2111_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2111
 OF2111  HISTORY     - Date     Condition        Report By
 OF2111  HISTORY     - 1936     MONUMENTED       NYGS
 OF2111  HISTORY     - 1969     GOOD             CGS
 OF2111  HISTORY     - 1973     GOOD             NY-055
 OF2111  HISTORY     - 19910526 GOOD             USPSQD
 OF2111  HISTORY     - 19970426 GOOD             USPSQD
 OF2111
 OF2111                          STATION DESCRIPTION
 OF2111
 OF2111'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2111'IN RUSH, 0.2 MILE WEST OF EAST RIVER ROAD, 23.8 FEET NORTH OF
 OF2111'CENTER LINE OF RUSH ROAD, 265 FEET EAST OF EAST RANGE LINE OF
 OF2111'THE G. CALAPSADEL HOUSE, 713 FEET EAST OF TELEPHONE POLE, 57.2
 OF2111'FEET WEST OF TELEPHONE POLE, AND 1.5 FEET SOUTH OF NORTH
 OF2111'RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2111'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2111
 OF2111                          STATION RECOVERY (1969)
 OF2111
 OF2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2111'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2111'
 OF2111'IN RUSH ALONG RUSH-SCOTTSVILLE ROAD.
 OF2111'
 OF2111'0.2 MILE WEST OF EAST RIVER ROAD IN LAWN IN FRONT OF HOUSE 40.
 OF2111'
 OF2111'0.25 MILE NORTH OF STATION SCOTTSVILLE 1875.
 OF2111'
 OF2111'22.2 FEET NORTH OF CENTERLINE.
 OF2111'
 OF2111'86.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF BREEZEWAY AND
 OF2111'
 OF2111'91.0 FEET SOUTHWEST OF SOUTHEAST CORNER OF HOUSE 40.
 OF2111'
 OF2111'41.8 FEET WEST OF FIRE HYDRANT.
 OF2111'
 OF2111'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2111'STANDARD DISK ON CONCRETE COLUMN.
 OF2111
 OF2111                          STATION RECOVERY (1973)
 OF2111
 OF2111'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2111'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2111
 OF2111                          STATION RECOVERY (1991)
 OF2111
 OF2111'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2111'RECOVERED IN GOOD CONDITION.
 OF2111
 OF2111                          STATION RECOVERY (1997)
 OF2111
 OF2111'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0209 ***********************************************************************
 NC0209  DESIGNATION -  105.40 L
 NC0209  PID         -  NC0209
 NC0209  STATE/COUNTY-  NY/CATTARAUGUS
 NC0209  USGS QUAD   -  SALAMANCA (1961)
 NC0209
 NC0209                         *CURRENT SURVEY CONTROL
 NC0209  ___________________________________________________________________
 NC0209* NAD 83(1986)-  42 11 07.     (N)    078 40 49.     (W)     SCALED    
 NC0209* NAVD 88     -       438.736  (meters)    1439.42   (feet)  ADJUSTED  
 NC0209  ___________________________________________________________________
 NC0209  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 NC0209  DYNAMIC HT  -         438.566 (meters)    1438.86  (feet)  COMP
 NC0209  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 NC0209
 NC0209  VERT ORDER  -  FIRST     CLASS I
 NC0209
 NC0209.The horizontal coordinates were scaled from a topographic map and have
 NC0209.an estimated accuracy of +/- 6 seconds.
 NC0209
 NC0209.The orthometric height was determined by differential leveling
 NC0209.and adjusted by the National Geodetic Survey in June 1991..
 NC0209
 NC0209.The geoid height was determined by GEOID03.
 NC0209
 NC0209.The dynamic height is computed by dividing the NAVD 88
 NC0209.geopotential number by the normal gravity value computed on the
 NC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0209.degrees latitude (g = 980.6199 gals.).
 NC0209
 NC0209.The modeled gravity was interpolated from observed gravity values.
 NC0209
 NC0209;                    North         East    Units  Estimated Accuracy
 NC0209;SPC NY W     -   242,680.      341,990.      MT  (+/- 180 meters Scaled)
 NC0209
 NC0209                          SUPERSEDED SURVEY CONTROL
 NC0209
 NC0209  NGVD 29 (??/??/92)  438.883  (m)         1439.90   (f) ADJ UNCH    1 1
 NC0209
 NC0209.Superseded values are not recommended for survey control.
 NC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0209.See file dsdata.txt to determine how the superseded data were derived.
 NC0209
 NC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG915729(NAD 83)
 NC0209_MARKER: DD = SURVEY DISK
 NC0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0209_SP_SET: BRIDGE ABUTMENT
 NC0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0209
 NC0209  HISTORY     - Date     Condition        Report By
 NC0209  HISTORY     - UNK      MONUMENTED       BORR
 NC0209  HISTORY     - 1967     GOOD             NGS
 NC0209  HISTORY     - 20020521 MARK NOT FOUND   USPSQD
 NC0209
 NC0209                          STATION DESCRIPTION
 NC0209
 NC0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0209'1.5 MI NE FROM SALAMANCA.
 NC0209'ABOUT 1.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0209'THE EAST SALAMANCA STATION AT SALAMANCA, SET ON THE TOP OF THE
 NC0209'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 105.40
 NC0209'OVER GREAT VALLEY CREEK, 10.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 NC0209'THE SOUTHEAST MAIN TRACK AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 NC0209
 NC0209                          STATION RECOVERY (2002)
 NC0209
 NC0209'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0209'BRIDGE HAS BEEN ELEVATED ON STEEL PILINGS, CONCRETE ABUTMENT BROKEN
 NC0209'OFF AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2113 ***********************************************************************
 OF2113  DESIGNATION -  1055 MCGS 1969
 OF2113  PID         -  OF2113
 OF2113  STATE/COUNTY-  NY/MONROE
 OF2113  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2113
 OF2113                         *CURRENT SURVEY CONTROL
 OF2113  ___________________________________________________________________
 OF2113* NAD 83(1996)-  43 00 29.46348(N)    077 42 20.43341(W)     ADJUSTED  
 OF2113* NAVD 88     -       190.5    (meters)     625.     (feet)  VERTCON   
 OF2113  ___________________________________________________________________
 OF2113  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 OF2113  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OF2113
 OF2113  HORZ ORDER  -  SECOND
 OF2113
 OF2113.The horizontal coordinates were established by classical geodetic methods
 OF2113.and adjusted by the National Geodetic Survey in January 1999..
 OF2113
 OF2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2113
 OF2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2113
 OF2113.The geoid height was determined by GEOID03.
 OF2113
 OF2113;                    North         East     Units Scale Factor Converg.
 OF2113;SPC NY W     -   334,453.005   421,551.261   MT  1.00000046   +0 35 55.2
 OF2113;SPC NY W     - 1,097,284.57  1,383,039.43   sFT  1.00000046   +0 35 55.2
 OF2113;UTM  18      - 4,765,276.466   279,488.262   MT  1.00019823   -1 50 46.6
 OF2113
 OF2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2113!SPC NY W     -   0.99997561  x   1.00000046  =   0.99997607
 OF2113!UTM  18      -   0.99997561  x   1.00019823  =   1.00017383
 OF2113
 OF2113|---------------------------------------------------------------------|
 OF2113| PID    Reference Object                     Distance      Geod. Az  |
 OF2113|                                                           dddmmss.s |
 OF2113| OF2174 3504                                204.155 METERS 10211     |
 OF2113| OF2173 3503                                378.559 METERS 16826     |
 OF2113|---------------------------------------------------------------------|
 OF2113
 OF2113                          SUPERSEDED SURVEY CONTROL
 OF2113
 OF2113  NAD 83(1986)-  43 00 29.47068(N)    077 42 20.43107(W) AD(       ) 2
 OF2113  NAD 27      -  43 00 29.24397(N)    077 42 21.42029(W) AD(       ) 2
 OF2113  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG       
 OF2113
 OF2113.Superseded values are not recommended for survey control.
 OF2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2113.See file dsdata.txt to determine how the superseded data were derived.
 OF2113
 OF2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7948865276(NAD 83)
 OF2113_MARKER: DD = SURVEY DISK
 OF2113_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2113
 OF2113  HISTORY     - Date     Condition        Report By
 OF2113  HISTORY     - 1969     MONUMENTED       NY-055
 OF2113  HISTORY     - 1973     GOOD             NY-055
 OF2113  HISTORY     - 1973     GOOD             NY-055
 OF2113  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 OF2113  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2113
 OF2113                          STATION DESCRIPTION
 OF2113
 OF2113'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2113'IN RUSH ALONG EAST RIVER ROAD.
 OF2113'
 OF2113'0.15 MILE NORTH OF TELEPHONE ROAD.
 OF2113'
 OF2113'0.6 MILE NORTHEAST OF STATION SCOTTSVILLE 1875.
 OF2113'
 OF2113'18.1 FEET EAST OF CENTERLINE OF EAST RIVER ROAD.
 OF2113'
 OF2113'15.3 FEET SOUTH OF RANGELINE OF ROW OF POLES ON WEST SIDE OF ROAD.
 OF2113'
 OF2113'180.5 FEET SOUTHEAST OF SOUTH POLE OF BASEBALL BACKSTOP FENCE.
 OF2113'
 OF2113'191.1 FEET SOUTH OF 24 INCH MAPLE TREE.
 OF2113'
 OF2113'49.4 FEET NORTH OF CENTERLINE OF PAVED ENTRANCE TO AGRICULTURE
 OF2113'SCHOOL.
 OF2113'
 OF2113'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2113'STAMPED 1055 IN THE TOP OF A CONCRETE POST 0.9 FEET BELOW GRADE.
 OF2113
 OF2113                          STATION RECOVERY (1973)
 OF2113
 OF2113'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2113'DESCRIPTION IS ADEQUATE.
 OF2113
 OF2113                          STATION RECOVERY (1973)
 OF2113
 OF2113'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2113'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2113
 OF2113                          STATION RECOVERY (1991)
 OF2113
 OF2113'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2113'MARK NOT FOUND.
 OF2113
 OF2113                          STATION RECOVERY (1997)
 OF2113
 OF2113'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1008 ***********************************************************************
 NA1008  DESIGNATION -  1059 USGS
 NA1008  PID         -  NA1008
 NA1008  STATE/COUNTY-  NY/CHENANGO
 NA1008  USGS QUAD   -  HOLMESVILLE (1994)
 NA1008
 NA1008                         *CURRENT SURVEY CONTROL
 NA1008  ___________________________________________________________________
 NA1008* NAD 83(1986)-  42 31 41.     (N)    075 23 08.     (W)     SCALED    
 NA1008* NAVD 88     -       322.865  (meters)    1059.27   (feet)  ADJUSTED  
 NA1008  ___________________________________________________________________
 NA1008  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NA1008  DYNAMIC HT  -         322.756 (meters)    1058.91  (feet)  COMP
 NA1008  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NA1008
 NA1008  VERT ORDER  -  FIRST     CLASS II
 NA1008
 NA1008.The horizontal coordinates were scaled from a topographic map and have
 NA1008.an estimated accuracy of +/- 6 seconds.
 NA1008
 NA1008.The orthometric height was determined by differential leveling
 NA1008.and adjusted by the National Geodetic Survey in June 1991..
 NA1008
 NA1008.The geoid height was determined by GEOID03.
 NA1008
 NA1008.The dynamic height is computed by dividing the NAVD 88
 NA1008.geopotential number by the normal gravity value computed on the
 NA1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1008.degrees latitude (g = 980.6199 gals.).
 NA1008
 NA1008.The modeled gravity was interpolated from observed gravity values.
 NA1008
 NA1008;                    North         East    Units  Estimated Accuracy
 NA1008;SPC NY C     -   281,440.      348,410.      MT  (+/- 180 meters Scaled)
 NA1008
 NA1008                          SUPERSEDED SURVEY CONTROL
 NA1008
 NA1008  NGVD 29 (??/??/92)  322.981  (m)         1059.65   (f) ADJ UNCH    1 2
 NA1008
 NA1008.Superseded values are not recommended for survey control.
 NA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1008.See file dsdata.txt to determine how the superseded data were derived.
 NA1008
 NA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN683084(NAD 83)
 NA1008_MARKER: DD = SURVEY DISK
 NA1008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1008_SP_SET: BUILDING
 NA1008_STAMPING: 1059 ALBANY 1901
 NA1008_MARK LOGO: USGS  
 NA1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1008
 NA1008  HISTORY     - Date     Condition        Report By
 NA1008  HISTORY     - 1901     MONUMENTED       USGS
 NA1008  HISTORY     - 1941     GOOD             NGS
 NA1008  HISTORY     - 1976     GOOD             NGS
 NA1008  HISTORY     - 1982     GOOD             NGS
 NA1008
 NA1008                          STATION DESCRIPTION
 NA1008
 NA1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1008'AT SOUTH NEW BERLIN.
 NA1008'IS AT SOUTH NEW BERLIN, CHENANGO COUNTY, N.Y., ON THE BAPTIST CHURCH,
 NA1008'NEAR THE NORTHWEST CORNER OF THE BUILDING, NEAR THE NORTH SIDE OF THE
 NA1008'ENTRANCE, UNDER THE FRONT WINDOW, IN THE THIRD COURSE OF BRICK ABOVE
 NA1008'THE WATER TABLE.  SOUTH NEW BERLIN, BAPTIST CHURCH, UNDER FRONT
 NA1008'WINDOW, NORTH SIDE OF ENTRANCE, NEAR NORTHWEST CORNER OF BUILDING, IN
 NA1008'THIRD COURSE OF BRICK ABOVE WATER TABLE.  ALUMINUM TABLET STAMPED
 NA1008'1059 ALBANY 1901.
 NA1008
 NA1008                          STATION RECOVERY (1976)
 NA1008
 NA1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1008'RECOVERED IN GOOD CONDITION.
 NA1008
 NA1008                          STATION RECOVERY (1982)
 NA1008
 NA1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0662 ***********************************************************************
 NB0662  DESIGNATION -  106
 NB0662  PID         -  NB0662
 NB0662  STATE/COUNTY-  NY/YATES
 NB0662  USGS QUAD   -  DUNDEE (1942)
 NB0662
 NB0662                         *CURRENT SURVEY CONTROL
 NB0662  ___________________________________________________________________
 NB0662* NAD 83(1986)-  42 32 54.     (N)    076 55 59.     (W)     SCALED    
 NB0662* NAVD 88     -       250.712  (meters)     822.54   (feet)  ADJUSTED  
 NB0662  ___________________________________________________________________
 NB0662  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NB0662  DYNAMIC HT  -         250.635 (meters)     822.29  (feet)  COMP
 NB0662  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 NB0662
 NB0662  VERT ORDER  -  SECOND    CLASS 0
 NB0662
 NB0662.The horizontal coordinates were scaled from a topographic map and have
 NB0662.an estimated accuracy of +/- 6 seconds.
 NB0662
 NB0662.The orthometric height was determined by differential leveling
 NB0662.and adjusted by the National Geodetic Survey in June 1991..
 NB0662
 NB0662.The geoid height was determined by GEOID03.
 NB0662
 NB0662.The dynamic height is computed by dividing the NAVD 88
 NB0662.geopotential number by the normal gravity value computed on the
 NB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0662.degrees latitude (g = 980.6199 gals.).
 NB0662
 NB0662.The modeled gravity was interpolated from observed gravity values.
 NB0662
 NB0662;                    North         East    Units  Estimated Accuracy
 NB0662;SPC NY C     -   283,060.      221,280.      MT  (+/- 180 meters Scaled)
 NB0662
 NB0662                          SUPERSEDED SURVEY CONTROL
 NB0662
 NB0662  NGVD 29 (??/??/92)  250.862  (m)          823.04   (f) ADJ UNCH    2 0
 NB0662
 NB0662.Superseded values are not recommended for survey control.
 NB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0662.See file dsdata.txt to determine how the superseded data were derived.
 NB0662
 NB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN412124(NAD 83)
 NB0662_MARKER: B = BOLT
 NB0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0662_SP_SET: CULVERT
 NB0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0662
 NB0662  HISTORY     - Date     Condition        Report By
 NB0662  HISTORY     - UNK      MONUMENTED       PRR
 NB0662  HISTORY     - 1935     GOOD             NGS
 NB0662  HISTORY     - 1957     POOR             LOCENG
 NB0662  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0662
 NB0662                          STATION DESCRIPTION
 NB0662
 NB0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0662'0.9 MI N FROM STARKEY.
 NB0662'IS LOCATED 0.9 OF MILE NORTH OF THE DEPOT AT STARKEY. ON SOUTH END
 NB0662'OF COPING OF WEST HEADWALL OF 4 FT. PIPE CULVERT.
 NB0662
 NB0662                          STATION RECOVERY (1957)
 NB0662
 NB0662'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB0662'MARK RECOVERED IN POOR CONDITION.
 NB0662
 NB0662                          STATION RECOVERY (1985)
 NB0662
 NB0662'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1443 ***********************************************************************
 PH1443  DESIGNATION -  106
 PH1443  PID         -  PH1443
 PH1443  STATE/COUNTY-  NY/ST LAWRENCE
 PH1443  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1443
 PH1443                         *CURRENT SURVEY CONTROL
 PH1443  ___________________________________________________________________
 PH1443* NAD 83(1986)-  44 38 49.     (N)    075 33 53.     (W)     SCALED    
 PH1443* NAVD 88     -        77.64   (+/-2cm)     254.7    (feet)  VERTCON   
 PH1443  ___________________________________________________________________
 PH1443  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 PH1443
 PH1443  VERT ORDER  -  ? (See Below)
 PH1443
 PH1443.The horizontal coordinates were scaled from a topographic map and have
 PH1443.an estimated accuracy of +/- 6 seconds.
 PH1443
 PH1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1443.The vertical order pertains to the NGVD 29 superseded value.
 PH1443
 PH1443.The geoid height was determined by GEOID03.
 PH1443
 PH1443;                    North         East    Units  Estimated Accuracy
 PH1443;SPC NY E     -   646,200.       65,540.      MT  (+/- 180 meters Scaled)
 PH1443
 PH1443                          SUPERSEDED SURVEY CONTROL
 PH1443
 PH1443  NGVD 29 (??/??/92)   77.767  (m)          255.14   (f) ADJ UNCH    ?  
 PH1443
 PH1443.Superseded values are not recommended for survey control.
 PH1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1443.See file dsdata.txt to determine how the superseded data were derived.
 PH1443
 PH1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ552438(NAD 83)
 PH1443_MARKER: Z = SEE DESCRIPTION
 PH1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1443_SP_SET: CULVERT
 PH1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1443
 PH1443  HISTORY     - Date     Condition        Report By
 PH1443  HISTORY     - UNK      MONUMENTED       USLS
 PH1443  HISTORY     - 1969     GOOD             USLS
 PH1443
 PH1443                          STATION DESCRIPTION
 PH1443
 PH1443'DESCRIBED BY US LAKE SURVEY 1969
 PH1443'4.8 MI SW FROM OGDENSBURG.
 PH1443'ABOUT 4.8 MILES SOUTHWEST OF OGDENSBURG, ST. LAWRENCE COUNTY, ON THE
 PH1443'SOUTHEAST SIDE OF THE NEW YORK CENTRAL RAILROAD, ABOUT 1,100 FEET
 PH1443'SOUTHWEST OF MILEPOST U 130, 92 FEET SOUTHWEST OF A CROSS ROAD, 75
 PH1443'FEET SOUTHEAST OF THE SOUTH CORNER OF THE RALPH MORISSETTE HOUSE, AT
 PH1443'CULVERT U 330, 0.8 FOOT FROM THE NORTHEAST FACE, AND 0.4 FOOT FROM THE
 PH1443'SOUTHEAST END.  THE TOP OF A 3/4-INCH KNOB CUT ON THE STONE JUST WEST
 PH1443'OF THE CHISELED FIGURES 106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1776 ***********************************************************************
 KU1776  DESIGNATION -  106 USN
 KU1776  PID         -  KU1776
 KU1776  STATE/COUNTY-  NY/KINGS
 KU1776  USGS QUAD   -  BROOKLYN (1979)
 KU1776
 KU1776                         *CURRENT SURVEY CONTROL
 KU1776  ___________________________________________________________________
 KU1776* NAD 83(1986)-  40 41 58.     (N)    073 58 47.     (W)     SCALED    
 KU1776* NAVD 88     -         3.162  (meters)      10.37   (feet)  ADJUSTED  
 KU1776  ___________________________________________________________________
 KU1776  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU1776  DYNAMIC HT  -           3.161 (meters)      10.37  (feet)  COMP
 KU1776  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 KU1776
 KU1776  VERT ORDER  -  FIRST     CLASS II
 KU1776
 KU1776.The horizontal coordinates were scaled from a topographic map and have
 KU1776.an estimated accuracy of +/- 6 seconds.
 KU1776
 KU1776.The orthometric height was determined by differential leveling
 KU1776.and adjusted by the National Geodetic Survey in June 1991..
 KU1776
 KU1776.The geoid height was determined by GEOID03.
 KU1776
 KU1776.The dynamic height is computed by dividing the NAVD 88
 KU1776.geopotential number by the normal gravity value computed on the
 KU1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1776.degrees latitude (g = 980.6199 gals.).
 KU1776
 KU1776.The modeled gravity was interpolated from observed gravity values.
 KU1776
 KU1776;                    North         East    Units  Estimated Accuracy
 KU1776;SPC NY L     -    59,160.      301,710.      MT  (+/- 180 meters Scaled)
 KU1776
 KU1776                          SUPERSEDED SURVEY CONTROL
 KU1776
 KU1776  NGVD 29 (??/??/92)    3.499  (m)           11.48   (f) ADJ UNCH    1 2
 KU1776
 KU1776.Superseded values are not recommended for survey control.
 KU1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1776.See file dsdata.txt to determine how the superseded data were derived.
 KU1776
 KU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL861058(NAD 83)
 KU1776_MARKER: Q = CHISELED SQUARE
 KU1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1776_SP_SET: STEP
 KU1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1776
 KU1776  HISTORY     - Date     Condition        Report By
 KU1776  HISTORY     - UNK      MONUMENTED       DOD
 KU1776  HISTORY     - 1952     GOOD             NGS
 KU1776
 KU1776                          STATION DESCRIPTION
 KU1776
 KU1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1776'AT NEW YORK.
 KU1776'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD, NEAR
 KU1776'THE SAND STREET ENTRANCE TO SHIP YARD, IN THE TOP OF THE SOUTH
 KU1776'END OF THE BOTTOM STEP OF DISPENSARY ENTRANCE TO BUILDING NO. 122
 KU1776'AND IS A 1 1/2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0004 ***********************************************************************
 OF0004  DESIGNATION -  106 WSM
 OF0004  PID         -  OF0004
 OF0004  STATE/COUNTY-  NY/OSWEGO
 OF0004  USGS QUAD   -  TEXAS (1980)
 OF0004
 OF0004                         *CURRENT SURVEY CONTROL
 OF0004  ___________________________________________________________________
 OF0004* NAD 83(1986)-  43 30 42.     (N)    076 15 09.     (W)     SCALED    
 OF0004* NAVD 88     -        78.712  (meters)     258.24   (feet)  ADJUSTED  
 OF0004  ___________________________________________________________________
 OF0004  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OF0004  DYNAMIC HT  -          78.696 (meters)     258.19  (feet)  COMP
 OF0004  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 OF0004
 OF0004  VERT ORDER  -  FIRST     CLASS II
 OF0004
 OF0004.The horizontal coordinates were scaled from a topographic map and have
 OF0004.an estimated accuracy of +/- 6 seconds.
 OF0004
 OF0004.The orthometric height was determined by differential leveling
 OF0004.and adjusted by the National Geodetic Survey in June 1991..
 OF0004
 OF0004.The geoid height was determined by GEOID03.
 OF0004
 OF0004.The dynamic height is computed by dividing the NAVD 88
 OF0004.geopotential number by the normal gravity value computed on the
 OF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0004.degrees latitude (g = 980.6199 gals.).
 OF0004
 OF0004.The modeled gravity was interpolated from observed gravity values.
 OF0004
 OF0004;                    North         East    Units  Estimated Accuracy
 OF0004;SPC NY C     -   390,070.      276,750.      MT  (+/- 180 meters Scaled)
 OF0004
 OF0004                          SUPERSEDED SURVEY CONTROL
 OF0004
 OF0004  NGVD 29 (??/??/92)   78.886  (m)          258.81   (f) ADJ UNCH    1 2
 OF0004
 OF0004.Superseded values are not recommended for survey control.
 OF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0004.See file dsdata.txt to determine how the superseded data were derived.
 OF0004
 OF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP987183(NAD 83)
 OF0004_MARKER: DD = SURVEY DISK
 OF0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0004_SP_SET: BRIDGE
 OF0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0004
 OF0004  HISTORY     - Date     Condition        Report By
 OF0004  HISTORY     - UNK      MONUMENTED       USGS
 OF0004  HISTORY     - 1968     GOOD             USLS
 OF0004  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0004
 OF0004                          STATION DESCRIPTION
 OF0004
 OF0004'DESCRIBED BY US LAKE SURVEY 1968
 OF0004'AT TEXAS.
 OF0004'106 WSM A BENCH MARK ESTABLISHED BY THE U. S. GEOLOGICAL SURVEY,
 OF0004'IS AT TEXAS, OSWEGO COUNTY, NEW YORK, ABOUT 14 MILES NORTHEAST OF
 OF0004'OSWEGO, ABOUT 300 FEET SOUTHERLY OF INTERSECTION OF HIGHWAY 104B
 OF0004'AND COUNTY ROAD NO. 16, AT SOUTHEAST CORNER OF BRIDGE OVER LITTLE
 OF0004'SALMON RIVER, 2.8 FEET EASTERLY OF DOWNSTREAM FACE OF BRIDGE, 1.0
 OF0004'FEET SOUTHERLY OF ABUTMENT CORNER, BEING HIGHEST POINT OVER CROSS
 OF0004'AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 OF0004
 OF0004                          STATION RECOVERY (2001)
 OF0004
 OF0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1975 ***********************************************************************
 NB1975  DESIGNATION -  1061 MCGS
 NB1975  PID         -  NB1975
 NB1975  STATE/COUNTY-  NY/MONROE
 NB1975  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1975
 NB1975                         *CURRENT SURVEY CONTROL
 NB1975  ___________________________________________________________________
 NB1975* NAD 83(1996)-  42 59 46.86432(N)    077 31 26.87918(W)     ADJUSTED  
 NB1975* NAVD 88     -       182.6    (meters)     599.     (feet)  VERTCON   
 NB1975  ___________________________________________________________________
 NB1975  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NB1975  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 NB1975
 NB1975  HORZ ORDER  -  SECOND
 NB1975
 NB1975.The horizontal coordinates were established by classical geodetic methods
 NB1975.and adjusted by the National Geodetic Survey in January 1999..
 NB1975
 NB1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1975
 NB1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1975
 NB1975.The geoid height was determined by GEOID03.
 NB1975
 NB1975;                    North         East     Units Scale Factor Converg.
 NB1975;SPC NY W     -   333,309.151   436,368.277   MT  1.00002923   +0 43 20.5
 NB1975;SPC NY W     - 1,093,531.77  1,431,651.59   sFT  1.00002923   +0 43 20.5
 NB1975;SPC NY C     -   333,194.228   173,286.284   MT  1.00000987   -0 38 29.8
 NB1975;SPC NY C     - 1,093,154.73    568,523.42   sFT  1.00000987   -0 38 29.8
 NB1975;UTM  18      - 4,763,501.391   294,245.138   MT  1.00012084   -1 43 19.0
 NB1975
 NB1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1975!SPC NY W     -   0.99997685  x   1.00002923  =   1.00000608
 NB1975!SPC NY C     -   0.99997685  x   1.00000987  =   0.99998672
 NB1975!UTM  18      -   0.99997685  x   1.00012084  =   1.00009769
 NB1975
 NB1975:                Primary Azimuth Mark                     Grid Az
 NB1975:SPC NY W     -  1062 NYGS                                178 35 59.6
 NB1975:SPC NY C     -  1062 NYGS                                179 57 49.9
 NB1975:UTM  18      -  1062 NYGS                                181 02 39.1
 NB1975
 NB1975|---------------------------------------------------------------------|
 NB1975| PID    Reference Object                     Distance      Geod. Az  |
 NB1975|                                                           dddmmss.s |
 NB1975| NB1974 1062 NYGS                           APPROX. 0.6 KM 1791920.1 |
 NB1975|---------------------------------------------------------------------|
 NB1975
 NB1975                          SUPERSEDED SURVEY CONTROL
 NB1975
 NB1975  NAD 83(1986)-  42 59 46.87245(N)    077 31 26.87639(W) AD(       ) 2
 NB1975  NAD 27      -  42 59 46.64471(N)    077 31 27.88910(W) AD(       ) 2
 NB1975  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 NB1975
 NB1975.Superseded values are not recommended for survey control.
 NB1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1975.See file dsdata.txt to determine how the superseded data were derived.
 NB1975
 NB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9424563501(NAD 83)
 NB1975_MARKER: DD = SURVEY DISK
 NB1975_SETTING: 0 = UNSPECIFIED SETTING
 NB1975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1975
 NB1975  HISTORY     - Date     Condition        Report By
 NB1975  HISTORY     - 1969     MONUMENTED       NY-055
 NB1975  HISTORY     - 19920529 MARK NOT FOUND   USPSQD
 NB1975  HISTORY     - 19940724 GOOD             USPSQD
 NB1975
 NB1975                          STATION DESCRIPTION
 NB1975
 NB1975'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1975'IN MENDON, ALONG WEST BLOOMFIELD ROAD
 NB1975'
 NB1975'230 FEET + OR - SOUTH OF RUSH MENDON ROAD
 NB1975'
 NB1975'1.15 MILE WEST OF STATION LONE 1969
 NB1975'
 NB1975'68.4 FEET SOUTH OF SOUTH RANGELINE OF FRONT SECTION OF HOUSE 294
 NB1975'
 NB1975'26.5 FEET SOUTH OF STATION 1061 1969
 NB1975'
 NB1975'17.9 FEET SOUTHWEST OF POLE
 NB1975'
 NB1975'12.7 FEET EAST OF CENTER OF ROAD
 NB1975'
 NB1975'52.2 FEET SOUTHWEST OF POLE
 NB1975'
 NB1975'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 NB1975'DISK STAMPED 1061 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 NB1975
 NB1975                          STATION RECOVERY (1992)
 NB1975
 NB1975'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 NB1975'THE METAL DETECTOR DID NOT LOCATE THE STATION.  THE USCGS MARK IS 28
 NB1975'FT (8.5 M) FROM THE ROAD CENTERLINE AND 12 FT (3.7 M) S OF DRIVEWAY
 NB1975'CENTERLINE.  THE MARK IS STAMPED 1061.
 NB1975
 NB1975                          STATION RECOVERY (1994)
 NB1975
 NB1975'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1974 ***********************************************************************
 NB1974  DESIGNATION -  1062 NYGS
 NB1974  PID         -  NB1974
 NB1974  STATE/COUNTY-  NY/MONROE
 NB1974  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1974
 NB1974                         *CURRENT SURVEY CONTROL
 NB1974  ___________________________________________________________________
 NB1974* NAD 83(1996)-  42 59 27.59685(N)    077 31 26.56870(W)     ADJUSTED  
 NB1974* NAVD 88     -       174.74   (+/-2cm)     573.3    (feet)  VERTCON   
 NB1974  ___________________________________________________________________
 NB1974  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 NB1974  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 NB1974
 NB1974  HORZ ORDER  -  SECOND
 NB1974  VERT ORDER  -  THIRD ? (See Below)
 NB1974
 NB1974.The horizontal coordinates were established by classical geodetic methods
 NB1974.and adjusted by the National Geodetic Survey in January 1999..
 NB1974
 NB1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1974.The vertical order pertains to the NGVD 29 superseded value.
 NB1974
 NB1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1974
 NB1974.The geoid height was determined by GEOID03.
 NB1974
 NB1974;                    North         East     Units Scale Factor Converg.
 NB1974;SPC NY W     -   332,714.693   436,382.806   MT  1.00002927   +0 43 20.5
 NB1974;SPC NY W     - 1,091,581.46  1,431,699.26   sFT  1.00002927   +0 43 20.5
 NB1974;SPC NY C     -   332,599.604   173,286.660   MT  1.00000987   -0 38 29.4
 NB1974;SPC NY C     - 1,091,203.87    568,524.65   sFT  1.00000987   -0 38 29.4
 NB1974;UTM  18      - 4,762,906.801   294,234.301   MT  1.00012089   -1 43 18.1
 NB1974
 NB1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1974!SPC NY W     -   0.99997809  x   1.00002927  =   1.00000736
 NB1974!SPC NY C     -   0.99997809  x   1.00000987  =   0.99998796
 NB1974!UTM  18      -   0.99997809  x   1.00012089  =   1.00009898
 NB1974
 NB1974                          SUPERSEDED SURVEY CONTROL
 NB1974
 NB1974  NAD 83(1986)-  42 59 27.60500(N)    077 31 26.56585(W) AD(       ) 2
 NB1974  NAD 27      -  42 59 27.37714(N)    077 31 27.57865(W) AD(       ) 2
 NB1974  NGVD 29 (07/19/86)  174.89   (m)          573.8    (f) LEVELING    3  
 NB1974
 NB1974.Superseded values are not recommended for survey control.
 NB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1974.See file dsdata.txt to determine how the superseded data were derived.
 NB1974
 NB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9423462907(NAD 83)
 NB1974_MARKER: DD = SURVEY DISK
 NB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1974_STAMPING: 1062 1936
 NB1974_MARK LOGO: NYGS  
 NB1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1974
 NB1974  HISTORY     - Date     Condition        Report By
 NB1974  HISTORY     - 1936     MONUMENTED       NYGS
 NB1974  HISTORY     - 1969     GOOD             CGS
 NB1974  HISTORY     - 19920529 GOOD             USPSQD
 NB1974
 NB1974                          STATION DESCRIPTION
 NB1974
 NB1974'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB1974'IN MENDEN, 0.45 MILE SOUTH OF RUSH-MENDON ROAD, 26 FEET WEST OF
 NB1974'CENTER LINE OF WEST BLOOMFIELD-PITTSFORD ROAD, 214.8 FEET SOUTH
 NB1974'OF CENTER LINE OF LEHIGH VALLEY RAILROAD MAIN-LINE ROADBED, 48.5
 NB1974'FEET WEST OF EAST RIGHT-OF-WAY FENCE, 20 FEET NORTH OF
 NB1974'INTERSECTION OF RIGHT-OF-WAY AND FARM FENCES, AND 4 FEET EAST
 NB1974'OF WEST RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND
 NB1974'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB1974
 NB1974                          STATION RECOVERY (1969)
 NB1974
 NB1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1974'ORIGINAL DESCRIPTION INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 NB1974'
 NB1974'IN MENDON, ALONG WEST BLOOMFIELD ROAD
 NB1974'
 NB1974'0.45 MILE SOUTH OF RUSH-MENDON ROAD
 NB1974'
 NB1974'4.0 FEET EAST OF FENCELINE
 NB1974'
 NB1974'23.2 FEET WEST OF CENTERLINE OF WEST BLOOMFIELD ROAD
 NB1974'
 NB1974'20.1 FEET NORTH OF FENCE CORNER
 NB1974'
 NB1974'128.0 FEET SOUTH OF POLE RG AND E 128
 NB1974'
 NB1974'1.17 MILES WEST SOUTHWEST OF STATION LONE 1969
 NB1974'
 NB1974'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB1974'STANDARD DISK IN CONCRETE STAMPED 1062, 1936
 NB1974
 NB1974                          STATION RECOVERY (1992)
 NB1974
 NB1974'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 NB1974'THE FENCE NO LONGER EXISTS NEAR THE STATION.  THE CORNER POST IS STILL
 NB1974'THERE.  THE MARK IS 3 FT (0.9 M) ESE OF A WITNESS POST.  THE MARK IS
 NB1974'ABOUT 10 M (32.8 FT) BELOW GROUND LEVEL AND WAS UNCOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1966 ***********************************************************************
 NB1966  DESIGNATION -  1064 10 MCGS 1969
 NB1966  PID         -  NB1966
 NB1966  STATE/COUNTY-  NY/MONROE
 NB1966  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1966
 NB1966                         *CURRENT SURVEY CONTROL
 NB1966  ___________________________________________________________________
 NB1966* NAD 83(1996)-  42 57 40.09443(N)    077 34 15.20441(W)     ADJUSTED  
 NB1966* NAVD 88     -       199.1    (meters)     653.     (feet)  VERTCON   
 NB1966  ___________________________________________________________________
 NB1966  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NB1966  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NB1966
 NB1966  HORZ ORDER  -  SECOND
 NB1966
 NB1966.The horizontal coordinates were established by classical geodetic methods
 NB1966.and adjusted by the National Geodetic Survey in January 1999..
 NB1966
 NB1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1966
 NB1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1966
 NB1966.The geoid height was determined by GEOID03.
 NB1966
 NB1966;                    North         East     Units Scale Factor Converg.
 NB1966;SPC NY W     -   329,350.352   432,602.761   MT  1.00002141   +0 41 24.1
 NB1966;SPC NY W     - 1,080,543.61  1,419,297.56   sFT  1.00002141   +0 41 24.1
 NB1966;SPC NY C     -   329,326.199   169,427.677   MT  1.00001734   -0 40 23.0
 NB1966;SPC NY C     - 1,080,464.37    555,863.97   sFT  1.00001734   -0 40 23.0
 NB1966;UTM  18      - 4,759,706.332   290,313.849   MT  1.00014093   -1 45 09.7
 NB1966
 NB1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1966!SPC NY W     -   0.99997424  x   1.00002141  =   0.99999565
 NB1966!SPC NY C     -   0.99997424  x   1.00001734  =   0.99999158
 NB1966!UTM  18      -   0.99997424  x   1.00014093  =   1.00011517
 NB1966
 NB1966:                Primary Azimuth Mark                     Grid Az
 NB1966:SPC NY W     -  1074 NYGS 1969                           186 07 01.8
 NB1966:SPC NY C     -  1074 NYGS 1969                           187 28 48.9
 NB1966:UTM  18      -  1074 NYGS 1969                           188 33 35.6
 NB1966
 NB1966|---------------------------------------------------------------------|
 NB1966| PID    Reference Object                     Distance      Geod. Az  |
 NB1966|                                                           dddmmss.s |
 NB1966| NB1965 1074 NYGS 1969                      APPROX. 0.7 KM 1864825.9 |
 NB1966|---------------------------------------------------------------------|
 NB1966
 NB1966                          SUPERSEDED SURVEY CONTROL
 NB1966
 NB1966  NAD 83(1986)-  42 57 40.10218(N)    077 34 15.20140(W) AD(       ) 2
 NB1966  NAD 27      -  42 57 39.87413(N)    077 34 16.20829(W) AD(       ) 2
 NB1966  NGVD 29 (07/19/86)  199.3    (m)          654.     (f) VERT ANG       
 NB1966
 NB1966.Superseded values are not recommended for survey control.
 NB1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1966.See file dsdata.txt to determine how the superseded data were derived.
 NB1966
 NB1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9031459706(NAD 83)
 NB1966_MARKER: DD = SURVEY DISK
 NB1966_SETTING: 0 = UNSPECIFIED SETTING
 NB1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1966
 NB1966  HISTORY     - Date     Condition        Report By
 NB1966  HISTORY     - 1969     MONUMENTED       NY-055
 NB1966  HISTORY     - 20010331 GOOD             NGS
 NB1966
 NB1966                          STATION DESCRIPTION
 NB1966
 NB1966'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1966'IN MENDON ALONG QUAKER MEETING HOUSE ROAD.
 NB1966'
 NB1966'1.6 MILES NORTH OF STATION WELLS 1969.
 NB1966'
 NB1966'0.45 MILE NORTH OF BOUGHTON HILL ROAD.
 NB1966'
 NB1966'11.3 FEET WEST OF CENTER LINE OF QUAKER MEETING HOUSE ROAD.
 NB1966'
 NB1966'38.8 FEET EAST OF 8 INCH ASH TREE.
 NB1966'
 NB1966'14.2 FEET EAST OF POLE 19 AND 20.
 NB1966'
 NB1966'79.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 431
 NB1966'
 NB1966'111.1 FEET SOUTH EAST OF THE NORTHEAST CORNER OF GARAGE OF HOUSE
 NB1966'431
 NB1966'
 NB1966'58.2 FEET SOUTHEAST OF 2 INCH RED MAPLE TREE.
 NB1966'
 NB1966'89.0 FEET SOUTH OF A YARD LAMP POST.
 NB1966'
 NB1966'30.0 FEET SOUTH OF SOUTH RANGELINE OF HOUSE 431.
 NB1966'
 NB1966'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1966'STAMPED 1064-10 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 NB1966
 NB1966                          STATION RECOVERY (2001)
 NB1966
 NB1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1967 ***********************************************************************
 NB1967  DESIGNATION -  1064 7 NYGS 1969
 NB1967  PID         -  NB1967
 NB1967  STATE/COUNTY-  NY/MONROE
 NB1967  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1967
 NB1967                         *CURRENT SURVEY CONTROL
 NB1967  ___________________________________________________________________
 NB1967* NAD 83(1996)-  42 58 14.55812(N)    077 33 25.32453(W)     ADJUSTED  
 NB1967* NAVD 88     -       204.09   (+/-2cm)     669.6    (feet)  VERTCON   
 NB1967  ___________________________________________________________________
 NB1967  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 NB1967  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NB1967
 NB1967  HORZ ORDER  -  SECOND
 NB1967  VERT ORDER  -  THIRD ? (See Below)
 NB1967
 NB1967.The horizontal coordinates were established by classical geodetic methods
 NB1967.and adjusted by the National Geodetic Survey in January 1999..
 NB1967
 NB1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1967.The vertical order pertains to the NGVD 29 superseded value.
 NB1967
 NB1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1967
 NB1967.The geoid height was determined by GEOID03.
 NB1967
 NB1967;                    North         East     Units Scale Factor Converg.
 NB1967;SPC NY W     -   330,427.518   433,720.224   MT  1.00002370   +0 41 58.5
 NB1967;SPC NY W     - 1,084,077.62  1,422,963.77   sFT  1.00002370   +0 41 58.5
 NB1967;SPC NY C     -   330,376.468   170,570.442   MT  1.00001509   -0 39 49.4
 NB1967;SPC NY C     - 1,083,910.13    559,613.19   sFT  1.00001509   -0 39 49.4
 NB1967;UTM  18      - 4,760,735.007   291,476.344   MT  1.00013495   -1 44 36.8
 NB1967
 NB1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1967!SPC NY W     -   0.99997347  x   1.00002370  =   0.99999717
 NB1967!SPC NY C     -   0.99997347  x   1.00001509  =   0.99998856
 NB1967!UTM  18      -   0.99997347  x   1.00013495  =   1.00010842
 NB1967
 NB1967:                Primary Azimuth Mark                     Grid Az
 NB1967:SPC NY W     -  1064 8 MCGS 1969                         260 31 37.0
 NB1967:SPC NY C     -  1064 8 MCGS 1969                         261 53 24.9
 NB1967:UTM  18      -  1064 8 MCGS 1969                         262 58 12.3
 NB1967
 NB1967|---------------------------------------------------------------------|
 NB1967| PID    Reference Object                     Distance      Geod. Az  |
 NB1967|                                                           dddmmss.s |
 NB1967| NB1969 1064 8 MCGS 1969                    476.666 METERS 2611335.5 |
 NB1967| NB1968 CHEESE                              199.695 METERS 34746     |
 NB1967|---------------------------------------------------------------------|
 NB1967
 NB1967                          SUPERSEDED SURVEY CONTROL
 NB1967
 NB1967  NAD 83(1986)-  42 58 14.56601(N)    077 33 25.32162(W) AD(       ) 2
 NB1967  NAD 27      -  42 58 14.33808(N)    077 33 26.33035(W) AD(       ) 2
 NB1967  NGVD 29 (07/19/86)  204.24   (m)          670.1    (f) LEVELING    3  
 NB1967
 NB1967.Superseded values are not recommended for survey control.
 NB1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1967.See file dsdata.txt to determine how the superseded data were derived.
 NB1967
 NB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9147660735(NAD 83)
 NB1967_MARKER: DD = SURVEY DISK
 NB1967_SETTING: 0 = UNSPECIFIED SETTING
 NB1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1967
 NB1967  HISTORY     - Date     Condition        Report By
 NB1967  HISTORY     - 1940     MONUMENTED       NYGS
 NB1967  HISTORY     - 1969     GOOD             CGS
 NB1967  HISTORY     - 20010331 GOOD             NGS
 NB1967
 NB1967                          STATION DESCRIPTION
 NB1967
 NB1967'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 NB1967'IN MENDON, ON SOUTH SIDE OF CHEESE FACTORY ROAD, 0.3 MILE WEST
 NB1967'OF CHAMBERLAIN ROAD, 23.2 FEET SOUTH OF CENTER LINE OF CHEESE
 NB1967'FACTORY ROAD, 3.2 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE, 44.2
 NB1967'FEET WEST OF 6-INCH WALNUT TREE, 44.8 FEET EAST OF 10-INCH
 NB1967'WALNUT TREE, 65.8 FEET SOUTHEAST OF R.T.C. POLE NO. 75, AND
 NB1967'485.0 FEET EAST OF EAST RANGE LINE OF GEORGE ALBERTS
 NB1967'BARN.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 NB1967'DISK IN CONCRETE FLUSH WITH GROUND.
 NB1967
 NB1967                          STATION RECOVERY (1969)
 NB1967
 NB1967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1967'ORIGINAL DESCRIPTION IS INADEQUATE NEW TIES FOLLOW--
 NB1967'
 NB1967'IN MENDON, ALONG CHEESE FACTORY ROAD
 NB1967'
 NB1967'0.3 MILE WEST OF CHAMBERLAIN ROAD
 NB1967'
 NB1967'22.5 FEET SOUTH OF CENTERLINE OF CHEESE FACTORY ROAD
 NB1967'
 NB1967'9.6 FEET WEST OF WITNESS POST
 NB1967'
 NB1967'20.7 FEET WEST OF CENTER OF TRIPLE 8-INCH ELM TREE
 NB1967'
 NB1967'44.8 FEET EAST OF WALNUT TREE
 NB1967'
 NB1967'0.15 MILE SOUTH OF STATION CHEESE 1969 STATION IS
 NB1967'
 NB1967'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 NB1967'IN CONCRETE FLUSH WITH GROUND.
 NB1967
 NB1967                          STATION RECOVERY (2001)
 NB1967
 NB1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1967'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1969 ***********************************************************************
 NB1969  DESIGNATION -  1064 8 MCGS 1969
 NB1969  PID         -  NB1969
 NB1969  STATE/COUNTY-  NY/MONROE
 NB1969  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1969
 NB1969                         *CURRENT SURVEY CONTROL
 NB1969  ___________________________________________________________________
 NB1969* NAD 83(1996)-  42 58 12.20155(N)    077 33 46.11279(W)     ADJUSTED  
 NB1969* NAVD 88     -       199.8    (meters)     656.     (feet)  VERTCON   
 NB1969  ___________________________________________________________________
 NB1969  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NB1969  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NB1969
 NB1969  HORZ ORDER  -  SECOND
 NB1969
 NB1969.The horizontal coordinates were established by classical geodetic methods
 NB1969.and adjusted by the National Geodetic Survey in January 1999..
 NB1969
 NB1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1969
 NB1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1969
 NB1969.The geoid height was determined by GEOID03.
 NB1969
 NB1969;                    North         East     Units Scale Factor Converg.
 NB1969;SPC NY W     -   330,349.064   433,250.047   MT  1.00002273   +0 41 44.3
 NB1969;SPC NY W     - 1,083,820.22  1,421,421.20   sFT  1.00002273   +0 41 44.3
 NB1969;SPC NY C     -   330,309.224   170,098.536   MT  1.00001601   -0 40 03.6
 NB1969;SPC NY C     - 1,083,689.51    558,064.95   sFT  1.00001601   -0 40 03.6
 NB1969;UTM  18      - 4,760,676.661   291,003.197   MT  1.00013738   -1 44 50.9
 NB1969
 NB1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1969!SPC NY W     -   0.99997414  x   1.00002273  =   0.99999687
 NB1969!SPC NY C     -   0.99997414  x   1.00001601  =   0.99999015
 NB1969!UTM  18      -   0.99997414  x   1.00013738  =   1.00011152
 NB1969
 NB1969:                Primary Azimuth Mark                     Grid Az
 NB1969:SPC NY W     -  1064 7 NYGS 1969                         080 31 37.0
 NB1969:SPC NY C     -  1064 7 NYGS 1969                         081 53 24.9
 NB1969:UTM  18      -  1064 7 NYGS 1969                         082 58 12.2
 NB1969
 NB1969|---------------------------------------------------------------------|
 NB1969| PID    Reference Object                     Distance      Geod. Az  |
 NB1969|                                                           dddmmss.s |
 NB1969| NB1967 1064 7 NYGS 1969                    476.666 METERS 0811321.3 |
 NB1969|---------------------------------------------------------------------|
 NB1969
 NB1969                          SUPERSEDED SURVEY CONTROL
 NB1969
 NB1969  NAD 83(1986)-  42 58 12.20942(N)    077 33 46.10984(W) AD(       ) 2
 NB1969  NAD 27      -  42 58 11.98142(N)    077 33 47.11764(W) AD(       ) 2
 NB1969  NGVD 29 (07/19/86)  200.0    (m)          656.     (f) VERT ANG       
 NB1969
 NB1969.Superseded values are not recommended for survey control.
 NB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1969.See file dsdata.txt to determine how the superseded data were derived.
 NB1969
 NB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9100360677(NAD 83)
 NB1969_MARKER: DD = SURVEY DISK
 NB1969_SETTING: 0 = UNSPECIFIED SETTING
 NB1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1969
 NB1969  HISTORY     - Date     Condition        Report By
 NB1969  HISTORY     - 1969     MONUMENTED       NY-055
 NB1969  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1969
 NB1969                          STATION DESCRIPTION
 NB1969
 NB1969'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1969'IN MENDON ALONG CHEESE FACTORY ROAD
 NB1969'
 NB1969'0.4 MILE EAST OF QUAKER MEETING HOUSE ROAD
 NB1969'
 NB1969'0.37 MILE SOUTHWEST OF STATION CHEESE 1969
 NB1969'
 NB1969'12.6 FEET SOUTH OF CENTER OF CHEESE FACTORY ROAD
 NB1969'
 NB1969'70.0 FEET SOUTHEAST OF TELEPHONE POLE
 NB1969'
 NB1969'74.0 FEET EAST OF POLE NO. NM 37
 NB1969'
 NB1969'30.5 FEET NORTHEAST OF CENTER TRUNK OF 5 TRUNK TREE
 NB1969'
 NB1969'15.4 FEET NORTHWEST OF ELMTREE
 NB1969'
 NB1969'93.7 FEET ALONG WEST RANGELINE NORTH OF NORTHWEST CORNER OF
 NB1969'HOUSE NO. 316
 NB1969'
 NB1969'118.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF HOUSE.
 NB1969'
 NB1969'STATION IS MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1969'STAMPED 1064-8 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 NB1969
 NB1969                          STATION RECOVERY (2001)
 NB1969
 NB1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0384 ***********************************************************************
 OE0384  DESIGNATION -  1065
 OE0384  PID         -  OE0384
 OE0384  STATE/COUNTY-  NY/HERKIMER
 OE0384  USGS QUAD   -  SALISBURY (1945)
 OE0384
 OE0384                         *CURRENT SURVEY CONTROL
 OE0384  ___________________________________________________________________
 OE0384* NAD 83(1986)-  43 08 35.     (N)    074 47 04.     (W)     SCALED    
 OE0384* NAVD 88     -       324.526  (meters)    1064.72   (feet)  ADJUSTED  
 OE0384  ___________________________________________________________________
 OE0384  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 OE0384  DYNAMIC HT  -         324.434 (meters)    1064.41  (feet)  COMP
 OE0384  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 OE0384
 OE0384  VERT ORDER  -  SECOND    CLASS 0
 OE0384
 OE0384.The horizontal coordinates were scaled from a topographic map and have
 OE0384.an estimated accuracy of +/- 6 seconds.
 OE0384
 OE0384.The orthometric height was determined by differential leveling
 OE0384.and adjusted by the National Geodetic Survey in June 1991..
 OE0384
 OE0384.The geoid height was determined by GEOID03.
 OE0384
 OE0384.The dynamic height is computed by dividing the NAVD 88
 OE0384.geopotential number by the normal gravity value computed on the
 OE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0384.degrees latitude (g = 980.6199 gals.).
 OE0384
 OE0384.The modeled gravity was interpolated from observed gravity values.
 OE0384
 OE0384;                    North         East    Units  Estimated Accuracy
 OE0384;SPC NY E     -   478,600.      126,860.      MT  (+/- 180 meters Scaled)
 OE0384
 OE0384                          SUPERSEDED SURVEY CONTROL
 OE0384
 OE0384  NGVD 29 (??/??/92)  324.670  (m)         1065.19   (f) ADJ UNCH    2 0
 OE0384
 OE0384.Superseded values are not recommended for survey control.
 OE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0384.See file dsdata.txt to determine how the superseded data were derived.
 OE0384
 OE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN175767(NAD 83)
 OE0384_MARKER: DD = SURVEY DISK
 OE0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0384_SP_SET: BUILDING
 OE0384_STAMPING: 1065
 OE0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0384
 OE0384  HISTORY     - Date     Condition        Report By
 OE0384  HISTORY     - UNK      MONUMENTED       USGS
 OE0384  HISTORY     - 1942     GOOD             NGS
 OE0384
 OE0384                          STATION DESCRIPTION
 OE0384
 OE0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0384'IN SALISBURY CENTER.
 OE0384'AT SALISBURY CENTER, AT THE REAR OF THE UNIVERSALIST CHURCH, A U. S.
 OE0384'GEOLOGICAL SURVEY DISK SET IN BRICK CHIMNEY OF THE CHURCH, ABOUT 6
 OE0384'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1424 ***********************************************************************
 NA1424  DESIGNATION -  1067
 NA1424  PID         -  NA1424
 NA1424  STATE/COUNTY-  NY/DELAWARE
 NA1424  USGS QUAD   -  CORBETT (1965)
 NA1424
 NA1424                         *CURRENT SURVEY CONTROL
 NA1424  ___________________________________________________________________
 NA1424* NAD 83(1986)-  42 01 11.     (N)    075 07 05.     (W)     SCALED    
 NA1424* NAVD 88     -       325.013  (meters)    1066.31   (feet)  ADJUSTED  
 NA1424  ___________________________________________________________________
 NA1424  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 NA1424  DYNAMIC HT  -         324.902 (meters)    1065.95  (feet)  COMP
 NA1424  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NA1424
 NA1424  VERT ORDER  -  SECOND    CLASS 0
 NA1424
 NA1424.The horizontal coordinates were scaled from a topographic map and have
 NA1424.an estimated accuracy of +/- 6 seconds.
 NA1424
 NA1424.The orthometric height was determined by differential leveling
 NA1424.and adjusted by the National Geodetic Survey in June 1991..
 NA1424
 NA1424.The geoid height was determined by GEOID03.
 NA1424
 NA1424.The dynamic height is computed by dividing the NAVD 88
 NA1424.geopotential number by the normal gravity value computed on the
 NA1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1424.degrees latitude (g = 980.6199 gals.).
 NA1424
 NA1424.The modeled gravity was interpolated from observed gravity values.
 NA1424
 NA1424;                    North         East    Units  Estimated Accuracy
 NA1424;SPC NY E     -   353,980.       98,810.      MT  (+/- 180 meters Scaled)
 NA1424
 NA1424                          SUPERSEDED SURVEY CONTROL
 NA1424
 NA1424  NGVD 29 (??/??/92)  325.166  (m)         1066.82   (f) ADJ UNCH    2 0
 NA1424
 NA1424.Superseded values are not recommended for survey control.
 NA1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1424.See file dsdata.txt to determine how the superseded data were derived.
 NA1424
 NA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM902519(NAD 83)
 NA1424_MARKER: DD = SURVEY DISK
 NA1424_SETTING: 66 = SET IN ROCK OUTCROP
 NA1424_SP_SET: ROCK LEDGE
 NA1424_STAMPING: 1067
 NA1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1424+STABILITY: POSITION/ELEVATION WELL
 NA1424
 NA1424  HISTORY     - Date     Condition        Report By
 NA1424  HISTORY     - UNK      MONUMENTED       USGS
 NA1424  HISTORY     - 1942     GOOD             NGS
 NA1424
 NA1424                          STATION DESCRIPTION
 NA1424
 NA1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1424'AT HARVARD.
 NA1424'AT HARVARD, ALONG THE DELAWARE AND NORTHERN RAILROAD, SET IN THE ROCK
 NA1424'LEDGE, 4 RAILS SOUTHEAST OF THE CENTER OF THE STATION, 6.7 FEET
 NA1424'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, ABOUT 1.5 FEET ABOVE
 NA1424'TRACK LEVEL.  A U.S. GEOLOGICAL SURVEY BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0362 ***********************************************************************
 NB0362  DESIGNATION -  1067 H USGS
 NB0362  PID         -  NB0362
 NB0362  STATE/COUNTY-  NY/CHEMUNG
 NB0362  USGS QUAD   -  ELMIRA (1969)
 NB0362
 NB0362                         *CURRENT SURVEY CONTROL
 NB0362  ___________________________________________________________________
 NB0362* NAD 83(1986)-  42 00 35.     (N)    076 47 28.     (W)     SCALED    
 NB0362* NAVD 88     -       325.606  (meters)    1068.26   (feet)  ADJUSTED  
 NB0362  ___________________________________________________________________
 NB0362  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NB0362  DYNAMIC HT  -         325.477 (meters)    1067.84  (feet)  COMP
 NB0362  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 NB0362
 NB0362  VERT ORDER  -  FIRST     CLASS II
 NB0362
 NB0362.The horizontal coordinates were scaled from a topographic map and have
 NB0362.an estimated accuracy of +/- 6 seconds.
 NB0362
 NB0362.The orthometric height was determined by differential leveling
 NB0362.and adjusted by the National Geodetic Survey in June 1991..
 NB0362
 NB0362.The geoid height was determined by GEOID03.
 NB0362
 NB0362.The dynamic height is computed by dividing the NAVD 88
 NB0362.geopotential number by the normal gravity value computed on the
 NB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0362.degrees latitude (g = 980.6199 gals.).
 NB0362
 NB0362.The modeled gravity was interpolated from observed gravity values.
 NB0362
 NB0362;                    North         East    Units  Estimated Accuracy
 NB0362;SPC NY C     -   223,200.      232,790.      MT  (+/- 180 meters Scaled)
 NB0362
 NB0362                          SUPERSEDED SURVEY CONTROL
 NB0362
 NB0362  NGVD 29 (??/??/92)  325.756  (m)         1068.75   (f) ADJ UNCH    1 2
 NB0362
 NB0362.Superseded values are not recommended for survey control.
 NB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0362.See file dsdata.txt to determine how the superseded data were derived.
 NB0362
 NB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM516524(NAD 83)
 NB0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0362
 NB0362  HISTORY     - Date     Condition        Report By
 NB0362  HISTORY     - UNK      MONUMENTED       USGS
 NB0362  HISTORY     - 1942     GOOD             NGS
 NB0362  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0362  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB0362
 NB0362                          STATION DESCRIPTION
 NB0362
 NB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0362'7.1 MI S FROM ELMIRA.
 NB0362'IS 7.1 MILES SOUTH OF ELMIRA, CHEMUNG COUNTY, N.Y., IN THE WALL
 NB0362'OF THE CREEK AND CATTLE PASS CULVERT, ON THE WEST SIDE OF THE
 NB0362'RAILROAD. (SEE NOTE 46, P. 584.)
 NB0362
 NB0362                          STATION RECOVERY (1982)
 NB0362
 NB0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0362'MARK IS INACCESSIBLE AS THE PENNSYLVANIA RAILROAD
 NB0362'TRACKS HAVE BEEN REMOVED AS WELL AS THE RAILROAD BRIDGES LEADING TO
 NB0362'THE MARK.
 NB0362
 NB0362                          STATION RECOVERY (1983)
 NB0362
 NB0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB0362'NOT RECOVERED.  THE CULVERT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1976 ***********************************************************************
 NB1976  DESIGNATION -  1067 MCGS 1969
 NB1976  PID         -  NB1976
 NB1976  STATE/COUNTY-  NY/MONROE
 NB1976  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1976
 NB1976                         *CURRENT SURVEY CONTROL
 NB1976  ___________________________________________________________________
 NB1976* NAD 83(1996)-  42 58 03.68001(N)    077 31 59.45067(W)     ADJUSTED  
 NB1976* NAVD 88     -       202.2    (meters)     663.     (feet)  VERTCON   
 NB1976  ___________________________________________________________________
 NB1976  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 NB1976  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NB1976
 NB1976  HORZ ORDER  -  SECOND
 NB1976
 NB1976.The horizontal coordinates were established by classical geodetic methods
 NB1976.and adjusted by the National Geodetic Survey in January 1999..
 NB1976
 NB1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1976
 NB1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1976
 NB1976.The geoid height was determined by GEOID03.
 NB1976
 NB1976;                    North         East     Units Scale Factor Converg.
 NB1976;SPC NY W     -   330,115.885   435,670.309   MT  1.00002776   +0 42 56.9
 NB1976;SPC NY W     - 1,083,055.20  1,429,361.67   sFT  1.00002776   +0 42 56.9
 NB1976;SPC NY C     -   330,018.532   172,512.537   MT  1.00001134   -0 38 50.8
 NB1976;SPC NY C     - 1,082,735.80    565,984.88   sFT  1.00001134   -0 38 50.8
 NB1976;UTM  18      - 4,760,340.490   293,411.574   MT  1.00012507   -1 43 37.9
 NB1976
 NB1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1976!SPC NY W     -   0.99997376  x   1.00002776  =   1.00000152
 NB1976!SPC NY C     -   0.99997376  x   1.00001134  =   0.99998510
 NB1976!UTM  18      -   0.99997376  x   1.00012507  =   1.00009883
 NB1976
 NB1976:                Primary Azimuth Mark                     Grid Az
 NB1976:SPC NY W     -  CHEESE                                   284 14 26.1
 NB1976:SPC NY C     -  CHEESE                                   285 36 13.8
 NB1976:UTM  18      -  CHEESE                                   286 41 00.9
 NB1976
 NB1976|---------------------------------------------------------------------|
 NB1976| PID    Reference Object                     Distance      Geod. Az  |
 NB1976|                                                           dddmmss.s |
 NB1976| NB1968 CHEESE                              APPROX. 2.1 KM 2845723.0 |
 NB1976|---------------------------------------------------------------------|
 NB1976
 NB1976                          SUPERSEDED SURVEY CONTROL
 NB1976
 NB1976  NAD 83(1986)-  42 58 03.68802(N)    077 31 59.44769(W) AD(       ) 2
 NB1976  NAD 27      -  42 58 03.45971(N)    077 32 00.45963(W) AD(       ) 2
 NB1976  NGVD 29 (07/19/86)  202.4    (m)          664.     (f) VERT ANG       
 NB1976
 NB1976.Superseded values are not recommended for survey control.
 NB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1976.See file dsdata.txt to determine how the superseded data were derived.
 NB1976
 NB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9341260340(NAD 83)
 NB1976_MARKER: DD = SURVEY DISK
 NB1976_SETTING: 0 = UNSPECIFIED SETTING
 NB1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1976
 NB1976  HISTORY     - Date     Condition        Report By
 NB1976  HISTORY     - 1969     MONUMENTED       NY-055
 NB1976  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1976
 NB1976                          STATION DESCRIPTION
 NB1976
 NB1976'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1976'IN MENDON, ALONG WEST BLOOMFIELD ROAD
 NB1976'
 NB1976'0.4 MILE NORTH OF BOUGHTON HILL ROAD
 NB1976'
 NB1976'1.45 MILE SOUTHEAST OF STATION CHEESE 1969
 NB1976'
 NB1976'20.5 FEET WEST OF CENTER LINE OF WEST BLOOMFIELD ROAD
 NB1976'
 NB1976'57.3 FEET SOUTH OF MAIL BOX POST
 NB1976'
 NB1976'80.4 FEET SOUTHWEST OF POLE
 NB1976'
 NB1976'137.5 FEET SOUTHWEST OF NORTHWEST CORNER OF CONCRETE BLOCK GARAGE
 NB1976'
 NB1976'130.1 FEET NORTHWEST OF MOST WESTERLY CORNER OF HOUSE NO. 1418
 NB1976'
 NB1976'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1976'STAMPED 1067 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 NB1976
 NB1976                          STATION RECOVERY (2001)
 NB1976
 NB1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1976'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1983 ***********************************************************************
 NB1983  DESIGNATION -  1068 MCGS 1969
 NB1983  PID         -  NB1983
 NB1983  STATE/COUNTY-  NY/MONROE
 NB1983  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1983
 NB1983                         *CURRENT SURVEY CONTROL
 NB1983  ___________________________________________________________________
 NB1983* NAD 83(1996)-  42 57 41.52558(N)    077 31 59.39460(W)     ADJUSTED  
 NB1983* NAVD 88     -       207.1    (meters)     679.     (feet)  VERTCON   
 NB1983  ___________________________________________________________________
 NB1983  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 NB1983  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NB1983
 NB1983  HORZ ORDER  -  SECOND
 NB1983
 NB1983.The horizontal coordinates were established by classical geodetic methods
 NB1983.and adjusted by the National Geodetic Survey in January 1999..
 NB1983
 NB1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1983
 NB1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1983
 NB1983.The geoid height was determined by GEOID03.
 NB1983
 NB1983;                    North         East     Units Scale Factor Converg.
 NB1983;SPC NY W     -   329,432.274   435,680.120   MT  1.00002778   +0 42 56.7
 NB1983;SPC NY W     - 1,080,812.39  1,429,393.86   sFT  1.00002778   +0 42 56.7
 NB1983;SPC NY C     -   329,334.893   172,506.083   MT  1.00001135   -0 38 50.5
 NB1983;SPC NY C     - 1,080,492.89    565,963.71   sFT  1.00001135   -0 38 50.5
 NB1983;UTM  18      - 4,759,657.015   293,392.238   MT  1.00012517   -1 43 37.1
 NB1983
 NB1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1983!SPC NY W     -   0.99997300  x   1.00002778  =   1.00000078
 NB1983!SPC NY C     -   0.99997300  x   1.00001135  =   0.99998435
 NB1983!UTM  18      -   0.99997300  x   1.00012517  =   1.00009817
 NB1983
 NB1983:                Primary Azimuth Mark                     Grid Az
 NB1983:SPC NY W     -  1067 MCGS 1969                           359 10 39.9
 NB1983:SPC NY C     -  1067 MCGS 1969                           000 32 27.1
 NB1983:UTM  18      -  1067 MCGS 1969                           001 37 13.7
 NB1983
 NB1983|---------------------------------------------------------------------|
 NB1983| PID    Reference Object                     Distance      Geod. Az  |
 NB1983|                                                           dddmmss.s |
 NB1983| NB1976 1067 MCGS 1969                      APPROX. 0.7 KM 3595336.6 |
 NB1983|---------------------------------------------------------------------|
 NB1983
 NB1983                          SUPERSEDED SURVEY CONTROL
 NB1983
 NB1983  NAD 83(1986)-  42 57 41.53358(N)    077 31 59.39155(W) AD(       ) 2
 NB1983  NAD 27      -  42 57 41.30505(N)    077 32 00.40360(W) AD(       ) 2
 NB1983  NGVD 29 (07/19/86)  207.2    (m)          680.     (f) VERT ANG       
 NB1983
 NB1983.Superseded values are not recommended for survey control.
 NB1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1983.See file dsdata.txt to determine how the superseded data were derived.
 NB1983
 NB1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9339259657(NAD 83)
 NB1983_MARKER: DD = SURVEY DISK
 NB1983_SETTING: 0 = UNSPECIFIED SETTING
 NB1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1983
 NB1983  HISTORY     - Date     Condition        Report By
 NB1983  HISTORY     - 1969     MONUMENTED       NY-055
 NB1983
 NB1983                          STATION DESCRIPTION
 NB1983
 NB1983'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1983'IN MENDON ALONG BOUGHTON HILL AT THE INTERSECTION OF BOUGHTON
 NB1983'HILL ROAD AND WEST BLOOMFIELD ROAD IN SOUTHWEST CORNER.
 NB1983'
 NB1983'1.45 MILE SOUTHEAST OF STATION CHEESE 1969.
 NB1983'
 NB1983'1.25 MILE NORTHWEST OF STATION TRENHOLM 1969.
 NB1983'
 NB1983'21.1 FEET SOUTH OF CENTERLINE OF BOUGHTON HILL ROAD.
 NB1983'
 NB1983'38.5 FEET WEST OF CENTERLINE OF WEST BLOOMFIELD ROAD.
 NB1983'
 NB1983'80.0 FEET NORTHWEST OF NORTHWEST CORNER OF BARN.
 NB1983'
 NB1983'23.3 FEET NORTH OF NORTH RANGE LINE OF BARN.
 NB1983'
 NB1983'65.3 FEET NORTH OF POLE 350, RTC-1.
 NB1983'
 NB1983'6.7 FEET NORTHWEST OF STREET SIGN.
 NB1983'
 NB1983'3.7 FEET NORTHEAST OF POLE 134, RTC 141, 142.
 NB1983'
 NB1983'57.6 FEET SOUTH OF POLE N.M. 223.
 NB1983'
 NB1983'88.3 FEET SOUTH-SOUTHWEST OF POLE NM 83 1/2, RTC-1.
 NB1983'
 NB1983'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1983'STAMPED 1068 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1980 ***********************************************************************
 NB1980  DESIGNATION -  1069 MCGS 1969
 NB1980  PID         -  NB1980
 NB1980  STATE/COUNTY-  NY/MONROE
 NB1980  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1980
 NB1980                         *CURRENT SURVEY CONTROL
 NB1980  ___________________________________________________________________
 NB1980* NAD 83(1996)-  42 57 35.35180(N)    077 32 26.38629(W)     ADJUSTED  
 NB1980* NAVD 88     -       209.2    (meters)     686.     (feet)  VERTCON   
 NB1980  ___________________________________________________________________
 NB1980  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 NB1980  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NB1980
 NB1980  HORZ ORDER  -  SECOND
 NB1980
 NB1980.The horizontal coordinates were established by classical geodetic methods
 NB1980.and adjusted by the National Geodetic Survey in January 1999..
 NB1980
 NB1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1980
 NB1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1980
 NB1980.The geoid height was determined by GEOID03.
 NB1980
 NB1980;                    North         East     Units Scale Factor Converg.
 NB1980;SPC NY W     -   329,234.153   435,070.764   MT  1.00002650   +0 42 38.2
 NB1980;SPC NY W     - 1,080,162.38  1,427,394.66   sFT  1.00002650   +0 42 38.2
 NB1980;SPC NY C     -   329,151.326   171,892.195   MT  1.00001253   -0 39 08.8
 NB1980;SPC NY C     - 1,079,890.64    563,949.64   sFT  1.00001253   -0 39 08.8
 NB1980;UTM  18      - 4,759,485.028   292,774.929   MT  1.00012831   -1 43 55.3
 NB1980
 NB1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1980!SPC NY W     -   0.99997266  x   1.00002650  =   0.99999916
 NB1980!SPC NY C     -   0.99997266  x   1.00001253  =   0.99998519
 NB1980!UTM  18      -   0.99997266  x   1.00012831  =   1.00010096
 NB1980
 NB1980:                Primary Azimuth Mark                     Grid Az
 NB1980:SPC NY W     -  TRENHOLM                                 121 07 51.0
 NB1980:SPC NY C     -  TRENHOLM                                 122 29 38.0
 NB1980:UTM  18      -  TRENHOLM                                 123 34 24.5
 NB1980
 NB1980|---------------------------------------------------------------------|
 NB1980| PID    Reference Object                     Distance      Geod. Az  |
 NB1980|                                                           dddmmss.s |
 NB1980| NB1977 TRENHOLM                            APPROX. 2.3 KM 1215029.2 |
 NB1980|---------------------------------------------------------------------|
 NB1980
 NB1980                          SUPERSEDED SURVEY CONTROL
 NB1980
 NB1980  NAD 83(1986)-  42 57 35.35976(N)    077 32 26.38324(W) AD(       ) 2
 NB1980  NAD 27      -  42 57 35.13118(N)    077 32 27.39424(W) AD(       ) 2
 NB1980  NGVD 29 (07/19/86)  209.4    (m)          687.     (f) VERT ANG       
 NB1980
 NB1980.Superseded values are not recommended for survey control.
 NB1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1980.See file dsdata.txt to determine how the superseded data were derived.
 NB1980
 NB1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9277559485(NAD 83)
 NB1980_MARKER: DD = SURVEY DISK
 NB1980_SETTING: 0 = UNSPECIFIED SETTING
 NB1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1980
 NB1980  HISTORY     - Date     Condition        Report By
 NB1980  HISTORY     - 1969     MONUMENTED       NY-055
 NB1980  HISTORY     - 20010331 GOOD             NGS
 NB1980
 NB1980                          STATION DESCRIPTION
 NB1980
 NB1980'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1980'IN MENDON ALONG BOUGHTON HILL ROAD.
 NB1980'
 NB1980'0.4 MILE WEST OF W. BLOOMFIELD ROAD.
 NB1980'
 NB1980'1.15 MILES SOUTHEAST OF STATION CHEESE. 1969.
 NB1980'
 NB1980'1.4 MILES NORTHWEST OF STATION TRENHOLM. 1969.
 NB1980'
 NB1980'13.0 FEET SOUTH OF CENTERLINE OF BOUGHTON HILL ROAD.
 NB1980'
 NB1980'21.0 FEET WEST OF POLE 1-26.
 NB1980'
 NB1980'95.0 FEET WEST OF WEST RANGELINE OF HOUSE 349.
 NB1980'
 NB1980'15.8 FEET EAST OF A 3 FOOT STUMP OF A POLE.
 NB1980'
 NB1980'65.5 FEET SOUTHEAST OF POLE NLO-215.
 NB1980'
 NB1980'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1980'STAMPED 1069 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 NB1980
 NB1980                          STATION RECOVERY (2001)
 NB1980
 NB1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0661 ***********************************************************************
 NB0661  DESIGNATION -  107
 NB0661  PID         -  NB0661
 NB0661  STATE/COUNTY-  NY/YATES
 NB0661  USGS QUAD   -  DUNDEE (1942)
 NB0661
 NB0661                         *CURRENT SURVEY CONTROL
 NB0661  ___________________________________________________________________
 NB0661* NAD 83(1986)-  42 33 42.     (N)    076 56 25.     (W)     SCALED    
 NB0661* NAVD 88     -       248.139  (meters)     814.10   (feet)  ADJUSTED  
 NB0661  ___________________________________________________________________
 NB0661  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NB0661  DYNAMIC HT  -         248.062 (meters)     813.85  (feet)  COMP
 NB0661  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NB0661
 NB0661  VERT ORDER  -  SECOND    CLASS 0
 NB0661
 NB0661.The horizontal coordinates were scaled from a topographic map and have
 NB0661.an estimated accuracy of +/- 6 seconds.
 NB0661
 NB0661.The orthometric height was determined by differential leveling
 NB0661.and adjusted by the National Geodetic Survey in June 1991..
 NB0661
 NB0661.The geoid height was determined by GEOID03.
 NB0661
 NB0661.The dynamic height is computed by dividing the NAVD 88
 NB0661.geopotential number by the normal gravity value computed on the
 NB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0661.degrees latitude (g = 980.6199 gals.).
 NB0661
 NB0661.The modeled gravity was interpolated from observed gravity values.
 NB0661
 NB0661;                    North         East    Units  Estimated Accuracy
 NB0661;SPC NY C     -   284,540.      220,690.      MT  (+/- 180 meters Scaled)
 NB0661
 NB0661                          SUPERSEDED SURVEY CONTROL
 NB0661
 NB0661  NGVD 29 (??/??/92)  248.289  (m)          814.59   (f) ADJ UNCH    2 0
 NB0661
 NB0661.Superseded values are not recommended for survey control.
 NB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0661.See file dsdata.txt to determine how the superseded data were derived.
 NB0661
 NB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN407139(NAD 83)
 NB0661_MARKER: B = BOLT
 NB0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0661_SP_SET: CULVERT
 NB0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0661
 NB0661  HISTORY     - Date     Condition        Report By
 NB0661  HISTORY     - UNK      MONUMENTED       PRR
 NB0661  HISTORY     - 1935     GOOD             NGS
 NB0661  HISTORY     - 1957     MARK NOT FOUND   LOCENG
 NB0661  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0661
 NB0661                          STATION DESCRIPTION
 NB0661
 NB0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0661'1.9 MI N FROM STARKEY.
 NB0661'IS LOCATED 1.9 MILES NORTH OF THE RAILROAD STATION. ON SOUTH END OF
 NB0661'COPING OF WEST HEADWALL OF 3 FT. PIPE CULVERT.
 NB0661
 NB0661                          STATION RECOVERY (1957)
 NB0661
 NB0661'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB0661'MARK NOT FOUND.
 NB0661
 NB0661                          STATION RECOVERY (1999)
 NB0661
 NB0661'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0107 ***********************************************************************
 PJ0107  DESIGNATION -  107 RHP USGS
 PJ0107  PID         -  PJ0107
 PJ0107  STATE/COUNTY-  NY/JEFFERSON
 PJ0107  USGS QUAD   -  CLAYTON (1980)
 PJ0107
 PJ0107                         *CURRENT SURVEY CONTROL
 PJ0107  ___________________________________________________________________
 PJ0107* NAD 83(1986)-  44 13 21.     (N)    076 07 17.     (W)     SCALED    
 PJ0107* NAVD 88     -       103.275  (meters)     338.83   (feet)  ADJUSTED  
 PJ0107  ___________________________________________________________________
 PJ0107  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PJ0107  DYNAMIC HT  -         103.262 (meters)     338.79  (feet)  COMP
 PJ0107  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 PJ0107
 PJ0107  VERT ORDER  -  FIRST     CLASS 0
 PJ0107
 PJ0107.The horizontal coordinates were scaled from a topographic map and have
 PJ0107.an estimated accuracy of +/- 6 seconds.
 PJ0107
 PJ0107.The orthometric height was determined by differential leveling
 PJ0107.and adjusted by the National Geodetic Survey in June 1991..
 PJ0107
 PJ0107.The geoid height was determined by GEOID03.
 PJ0107
 PJ0107.The dynamic height is computed by dividing the NAVD 88
 PJ0107.geopotential number by the normal gravity value computed on the
 PJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0107.degrees latitude (g = 980.6199 gals.).
 PJ0107
 PJ0107.The modeled gravity was interpolated from observed gravity values.
 PJ0107
 PJ0107;                    North         East    Units  Estimated Accuracy
 PJ0107;SPC NY C     -   469,090.      286,910.      MT  (+/- 180 meters Scaled)
 PJ0107
 PJ0107                          SUPERSEDED SURVEY CONTROL
 PJ0107
 PJ0107  NGVD 29 (??/??/92)  103.42   (m)          339.3    (f) COMPUTED    1 0
 PJ0107
 PJ0107.Superseded values are not recommended for survey control.
 PJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0107.See file dsdata.txt to determine how the superseded data were derived.
 PJ0107
 PJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP104971(NAD 83)
 PJ0107_MARKER: Z = SEE DESCRIPTION
 PJ0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0107_SP_SET: CULVERT
 PJ0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0107
 PJ0107  HISTORY     - Date     Condition        Report By
 PJ0107  HISTORY     - UNK      MONUMENTED       CGS
 PJ0107  HISTORY     - 1955     GOOD             NGS
 PJ0107  HISTORY     - 1989     GOOD             USPSQD
 PJ0107  HISTORY     - 19990727 GOOD             USPSQD
 PJ0107  HISTORY     - 20050924 GOOD             USPSQD
 PJ0107
 PJ0107                          STATION DESCRIPTION
 PJ0107
 PJ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PJ0107'13.0 MI NE FROM CAPE VINCENT.
 PJ0107'107 BM A BENCH MARK OF THE U. S. COAST AND GEODETIC SURVEY, IS IN
 PJ0107'JEFFERSON COUNTY, NEW YORK, 13.0 MILES NORTHEAST OF INTERSECTION OF
 PJ0107'MARKET AND BROADWAY STREETS IN CAPE VINCENT, 73.2 FEET SOUTHWEST OF
 PJ0107'UTILITY POLE NO. 46, 67 FEET SOUTHWEST OF CENTERLINE OF CRYSTAL
 PJ0107'SPRING ROAD, 44.1 FEET NORTHEAST OF UTILITY POLE NO. 47, 19 FEET
 PJ0107'SOUTH OF CENTERLINE OF HIGHWAY 12E, 4.1 FEET WEST OF EAST FACE AND
 PJ0107'0.6 FOOT NORTH OF SOUTH FACE OF CONCRETE CULVERT, BEING HIGHEST
 PJ0107'POINT OVER TRIANGLE AT CENTER OF AN ALUMINUM DISC SET INTO THE
 PJ0107'CULVERT.
 PJ0107
 PJ0107                          STATION RECOVERY (1989)
 PJ0107
 PJ0107'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 PJ0107'RECOVERED IN GOOD CONDITION.
 PJ0107
 PJ0107                          STATION RECOVERY (1999)
 PJ0107
 PJ0107'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0107'RECOVERED IN GOOD CONDITION.
 PJ0107
 PJ0107                          STATION RECOVERY (2005)
 PJ0107
 PJ0107'RECOVERY NOTE BY US POWER SQUADRON 2005 (EF)
 PJ0107'HARD TO READ BECAUSE OF CORROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1068 ***********************************************************************
 NA1068  DESIGNATION -  1074
 NA1068  PID         -  NA1068
 NA1068  STATE/COUNTY-  NY/CHENANGO
 NA1068  USGS QUAD   -  SHERBURNE (1994)
 NA1068
 NA1068                         *CURRENT SURVEY CONTROL
 NA1068  ___________________________________________________________________
 NA1068* NAD 83(1986)-  42 40 34.     (N)    075 29 39.     (W)     SCALED    
 NA1068* NAVD 88     -       327.456  (meters)    1074.33   (feet)  ADJUSTED  
 NA1068  ___________________________________________________________________
 NA1068  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NA1068  DYNAMIC HT  -         327.350 (meters)    1073.98  (feet)  COMP
 NA1068  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 NA1068
 NA1068  VERT ORDER  -  SECOND    CLASS 0
 NA1068
 NA1068.The horizontal coordinates were scaled from a topographic map and have
 NA1068.an estimated accuracy of +/- 6 seconds.
 NA1068
 NA1068.The orthometric height was determined by differential leveling
 NA1068.and adjusted by the National Geodetic Survey in June 1991..
 NA1068
 NA1068.The geoid height was determined by GEOID03.
 NA1068
 NA1068.The dynamic height is computed by dividing the NAVD 88
 NA1068.geopotential number by the normal gravity value computed on the
 NA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1068.degrees latitude (g = 980.6199 gals.).
 NA1068
 NA1068.The modeled gravity was interpolated from observed gravity values.
 NA1068
 NA1068;                    North         East    Units  Estimated Accuracy
 NA1068;SPC NY C     -   297,770.      339,270.      MT  (+/- 180 meters Scaled)
 NA1068
 NA1068                          SUPERSEDED SURVEY CONTROL
 NA1068
 NA1068  NGVD 29 (??/??/92)  327.569  (m)         1074.70   (f) ADJ UNCH    2 0
 NA1068
 NA1068.Superseded values are not recommended for survey control.
 NA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1068.See file dsdata.txt to determine how the superseded data were derived.
 NA1068
 NA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN595249(NAD 83)
 NA1068_MARKER: DD = SURVEY DISK
 NA1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1068_SP_SET: BUILDING
 NA1068_STAMPING: 1074.45
 NA1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1068+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 NA1068
 NA1068  HISTORY     - Date     Condition        Report By
 NA1068  HISTORY     - UNK      MONUMENTED       USGS
 NA1068  HISTORY     - 1945     GOOD             NGS
 NA1068  HISTORY     - 20060531 GOOD             NYDT
 NA1068
 NA1068                          STATION DESCRIPTION
 NA1068
 NA1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NA1068'AT SHERBURNE.
 NA1068'AT SHERBURNE, CHENANGO COUNTY, AT THE HIGH SCHOOL, AT THE NORTHWEST
 NA1068'CORNER, 1.5 FEET FROM THE CORNER, 84 FEET SOUTH OF THE CENTER LINE OF
 NA1068'THE STREET, 78 FEET SOUTHWEST OF A FLAGPOLE, 36 FEET EAST OF A
 NA1068'24-INCH AMERICAN ELM, AND 1-1/2 FEET HIGHER THAN THE GROUND.  A
 NA1068'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1074.45 AND
 NA1068'SET VERTICALLY.
 NA1068
 NA1068                          STATION RECOVERY (2006)
 NA1068
 NA1068'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 NA1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0360 ***********************************************************************
 OE0360  DESIGNATION -  1074 A
 OE0360  PID         -  OE0360
 OE0360  STATE/COUNTY-  NY/HERKIMER
 OE0360  USGS QUAD   -  STRATFORD (1945)
 OE0360
 OE0360                         *CURRENT SURVEY CONTROL
 OE0360  ___________________________________________________________________
 OE0360* NAD 83(1986)-  43 10 47.     (N)    074 41 50.     (W)     SCALED    
 OE0360* NAVD 88     -       327.619  (meters)    1074.86   (feet)  ADJUSTED  
 OE0360  ___________________________________________________________________
 OE0360  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 OE0360  DYNAMIC HT  -         327.526 (meters)    1074.56  (feet)  COMP
 OE0360  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 OE0360
 OE0360  VERT ORDER  -  SECOND    CLASS 0
 OE0360
 OE0360.The horizontal coordinates were scaled from a topographic map and have
 OE0360.an estimated accuracy of +/- 6 seconds.
 OE0360
 OE0360.The orthometric height was determined by differential leveling
 OE0360.and adjusted by the National Geodetic Survey in June 1991..
 OE0360
 OE0360.The geoid height was determined by GEOID03.
 OE0360
 OE0360.The dynamic height is computed by dividing the NAVD 88
 OE0360.geopotential number by the normal gravity value computed on the
 OE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0360.degrees latitude (g = 980.6199 gals.).
 OE0360
 OE0360.The modeled gravity was interpolated from observed gravity values.
 OE0360
 OE0360;                    North         East    Units  Estimated Accuracy
 OE0360;SPC NY E     -   482,660.      133,970.      MT  (+/- 180 meters Scaled)
 OE0360
 OE0360                          SUPERSEDED SURVEY CONTROL
 OE0360
 OE0360  NGVD 29 (??/??/92)  327.758  (m)         1075.32   (f) ADJ UNCH    2 0
 OE0360
 OE0360.Superseded values are not recommended for survey control.
 OE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0360.See file dsdata.txt to determine how the superseded data were derived.
 OE0360
 OE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN246808(NAD 83)
 OE0360_MARKER: DB = BENCH MARK DISK
 OE0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0360_SP_SET: STONE
 OE0360_STAMPING: 1074 ALBANY
 OE0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0360+STABILITY: SURFACE MOTION
 OE0360
 OE0360  HISTORY     - Date     Condition        Report By
 OE0360  HISTORY     - UNK      MONUMENTED       USGS
 OE0360  HISTORY     - 1942     GOOD             NGS
 OE0360
 OE0360                          STATION DESCRIPTION
 OE0360
 OE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0360'IN STRATFORD.
 OE0360'AT STRATFORD, 0.2 MILE WEST OF THE STRATFORD SCHOOL, AT G. RODIERS
 OE0360'2-STORY YELLOW APARTMENT HOUSE.  A U.S.G.S. DISK, SET VERTICALLY, IN
 OE0360'THE SOUTHWEST STONE FOUNDATION WALL, 2.0 FEET NORTHWEST OF THE SOUTH
 OE0360'CORNER, AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1965 ***********************************************************************
 NB1965  CBN         -  This is a Cooperative Base Network Control Station.
 NB1965  DESIGNATION -  1074 NYGS 1969
 NB1965  PID         -  NB1965
 NB1965  STATE/COUNTY-  NY/MONROE
 NB1965  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1965
 NB1965                         *CURRENT SURVEY CONTROL
 NB1965  ___________________________________________________________________
 NB1965* NAD 83(1996)-  42 57 18.02358(N)    077 34 18.79118(W)     ADJUSTED  
 NB1965* NAVD 88     -       199.4    (meters)     654.     (feet)  GPS OBS   
 NB1965  ___________________________________________________________________
 NB1965  X           -   1,006,231.513 (meters)                     COMP
 NB1965  Y           -  -4,565,919.818 (meters)                     COMP
 NB1965  Z           -   4,323,957.027 (meters)                     COMP
 NB1965  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NB1965  ELLIP HEIGHT-         164.69  (meters)          (12/03/02) GPS OBS
 NB1965  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NB1965
 NB1965  HORZ ORDER  -  B
 NB1965  ELLP ORDER  -  THIRD     CLASS I
 NB1965
 NB1965.The horizontal coordinates were established by GPS observations
 NB1965.and adjusted by the National Geodetic Survey in July 1997..
 NB1965
 NB1965.The orthometric height was determined by GPS observations and a
 NB1965.high-resolution geoid model.
 NB1965
 NB1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB1965
 NB1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1965
 NB1965.The ellipsoidal height was determined by GPS observations
 NB1965.and is referenced to NAD 83.
 NB1965
 NB1965.The geoid height was determined by GEOID03.
 NB1965
 NB1965;                    North         East     Units Scale Factor Converg.
 NB1965;SPC NY W     -   328,668.327   432,529.667   MT  1.00002126   +0 41 21.3
 NB1965;SPC NY W     - 1,078,306.00  1,419,057.75   sFT  1.00002126   +0 41 21.3
 NB1965;SPC NY C     -   328,646.108   169,338.381   MT  1.00001751   -0 40 25.2
 NB1965;SPC NY C     - 1,078,233.11    555,571.00   sFT  1.00001751   -0 40 25.2
 NB1965;UTM  18      - 4,759,027.961   290,211.742   MT  1.00014146   -1 45 11.5
 NB1965
 NB1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1965!SPC NY W     -   0.99997417  x   1.00002126  =   0.99999543
 NB1965!SPC NY C     -   0.99997417  x   1.00001751  =   0.99999168
 NB1965!UTM  18      -   0.99997417  x   1.00014146  =   1.00011563
 NB1965
 NB1965:                Primary Azimuth Mark                     Grid Az
 NB1965:SPC NY W     -  WELLS                                    173 24 53.5
 NB1965:SPC NY C     -  WELLS                                    174 46 40.0
 NB1965:UTM  18      -  WELLS                                    175 51 26.3
 NB1965
 NB1965|---------------------------------------------------------------------|
 NB1965| PID    Reference Object                     Distance      Geod. Az  |
 NB1965|                                                           dddmmss.s |
 NB1965| NB1971 WELLS                               APPROX. 1.9 KM 1740614.8 |
 NB1965|---------------------------------------------------------------------|
 NB1965
 NB1965                          SUPERSEDED SURVEY CONTROL
 NB1965
 NB1965  ELLIP H (07/22/97)  164.72   (m)                       GP(       ) 1 1
 NB1965  NAD 83(1986)-  42 57 18.03133(N)    077 34 18.78812(W) AD(       ) 2
 NB1965  NAD 27      -  42 57 17.80323(N)    077 34 19.79507(W) AD(       ) 2
 NB1965  NGVD 29 (07/19/86)  199.76   (m)          655.4    (f) LEVELING    3  
 NB1965
 NB1965.Superseded values are not recommended for survey control.
 NB1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1965.See file dsdata.txt to determine how the superseded data were derived.
 NB1965
 NB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9021259028(NAD 83)
 NB1965_MARKER: DD = SURVEY DISK
 NB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1965_STAMPING: 1074
 NB1965_MARK LOGO: CGS   
 NB1965_PROJECTION: FLUSH
 NB1965_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1965+STABILITY: SURFACE MOTION
 NB1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1965+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 NB1965
 NB1965  HISTORY     - Date     Condition        Report By
 NB1965  HISTORY     - 1936     MONUMENTED       NYGS
 NB1965  HISTORY     - 1969     GOOD             CGS
 NB1965  HISTORY     - 1990     GOOD             USPSQD
 NB1965  HISTORY     - 19951201 GOOD             NYDT
 NB1965  HISTORY     - 19980728 GOOD             FA
 NB1965  HISTORY     - 20010331 GOOD             NGS
 NB1965  HISTORY     - 20040707 GOOD             INDIV
 NB1965
 NB1965                          STATION DESCRIPTION
 NB1965
 NB1965'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB1965'IN MENDON, IN SOUTHEAST CORNER OF INTERSECTION OF BOUGHTON HILL
 NB1965'AND QUAKER MEETING HOUSE ROADS, 26 FEET SOUTH OF CENTER LINE OF
 NB1965'BOUGHTON HILL ROAD, 35.9 FEET EAST OF CENTER LINE OF QUAKER
 NB1965'MEETING HOUSE ROAD, 166.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 NB1965'THE J. BURTON HOUSE, 55.4 FEET EAST OF CULVERT HEAD WALL AT
 NB1965'SOUTHWEST CORNER, 14.7 FEET EAST OF CORNER POST OF RIGHT-OF-WAY
 NB1965'FENCE AT INTERSECTION, 7.5 FEET SOUTHEAST OF POLE 37, AND 2.2
 NB1965'FEET NORTH OF RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND
 NB1965'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 NB1965'GROUND.
 NB1965
 NB1965                          STATION RECOVERY (1969)
 NB1965
 NB1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1965'ORIGINAL DESCRIPTION INADEQUATE NEW DESCRIPTION AS FOLLOWS--
 NB1965'
 NB1965'IN MENDON IN SOUTHEAST CORNER OF INTERSECTON OF BOUGHTON HILL
 NB1965'AND QUAKER MEETING HOUSE ROADS.
 NB1965'
 NB1965'1.2 MILE NORTH OF STATION WELLS, 1969.
 NB1965'
 NB1965'31.5 FEET EAST OF CENTERLINE OF QUAKER MEETING HOUSE ROAD.
 NB1965'
 NB1965'23.0 FEET SOUTH OF CENTERLINE OF BOUGHTON HILL ROAD.
 NB1965'
 NB1965'17.7 FEET EAST OF EAST HEADWALL OF CULVERT.
 NB1965'
 NB1965'8.7 FEET EAST OF ROAD SIGN.
 NB1965'
 NB1965'166.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE J. BURTON
 NB1965'HOUSE.
 NB1965'
 NB1965'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB1965'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB1965
 NB1965                          STATION RECOVERY (1990)
 NB1965
 NB1965'RECOVERY NOTE BY US POWER SQUADRON 1990 (EFR)
 NB1965'RECOVERED IN GOOD CONDITION.
 NB1965
 NB1965                          STATION RECOVERY (1995)
 NB1965
 NB1965'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NB1965'RECOVERED AS DESCRIBED.  THE STATION IS NOW 0.6 M (1.97 FT) BELOW
 NB1965'STREET LEVEL, 3.2 M (10.50 FT) FROM THE PAINTED EDGE OF THE ROAD, AND
 NB1965'10.7 M (35.10 FT) WEST OF A WOODEN UTILITY POLE.
 NB1965
 NB1965                          STATION RECOVERY (1998)
 NB1965
 NB1965'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 NB1965'CONSTRUCTION IN AREA.
 NB1965
 NB1965                          STATION RECOVERY (2001)
 NB1965
 NB1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1965'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB1965
 NB1965                          STATION RECOVERY (2004)
 NB1965
 NB1965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RJB)
 NB1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0275 ***********************************************************************
 NC0275  DESIGNATION -  107.40
 NC0275  PID         -  NC0275
 NC0275  STATE/COUNTY-  NY/CATTARAUGUS
 NC0275  USGS QUAD   -  SALAMANCA (1961)
 NC0275
 NC0275                         *CURRENT SURVEY CONTROL
 NC0275  ___________________________________________________________________
 NC0275* NAD 83(1986)-  42 09 36.     (N)    078 41 16.     (W)     SCALED    
 NC0275* NAVD 88     -       426.110  (meters)    1398.00   (feet)  ADJUSTED  
 NC0275  ___________________________________________________________________
 NC0275  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 NC0275  DYNAMIC HT  -         425.945 (meters)    1397.45  (feet)  COMP
 NC0275  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 NC0275
 NC0275  VERT ORDER  -  FIRST     CLASS I
 NC0275
 NC0275.The horizontal coordinates were scaled from a topographic map and have
 NC0275.an estimated accuracy of +/- 6 seconds.
 NC0275
 NC0275.The orthometric height was determined by differential leveling
 NC0275.and adjusted by the National Geodetic Survey in June 1991..
 NC0275
 NC0275.The geoid height was determined by GEOID03.
 NC0275
 NC0275.The dynamic height is computed by dividing the NAVD 88
 NC0275.geopotential number by the normal gravity value computed on the
 NC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0275.degrees latitude (g = 980.6199 gals.).
 NC0275
 NC0275.The modeled gravity was interpolated from observed gravity values.
 NC0275
 NC0275;                    North         East    Units  Estimated Accuracy
 NC0275;SPC NY W     -   239,870.      341,370.      MT  (+/- 180 meters Scaled)
 NC0275
 NC0275                          SUPERSEDED SURVEY CONTROL
 NC0275
 NC0275  NGVD 29 (??/??/92)  426.264  (m)         1398.50   (f) ADJ UNCH    1 1
 NC0275
 NC0275.Superseded values are not recommended for survey control.
 NC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0275.See file dsdata.txt to determine how the superseded data were derived.
 NC0275
 NC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG910701(NAD 83)
 NC0275_MARKER: DD = SURVEY DISK
 NC0275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0275_SP_SET: OVERPASS ABUTMENT
 NC0275_MARK LOGO: BORR  
 NC0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0275
 NC0275  HISTORY     - Date     Condition        Report By
 NC0275  HISTORY     - UNK      MONUMENTED       BORR
 NC0275  HISTORY     - 1967     GOOD             NGS
 NC0275  HISTORY     - 1983     GOOD             NGS
 NC0275  HISTORY     - 19910404 GOOD             BRPRR
 NC0275  HISTORY     - 20020521 GOOD             USPSQD
 NC0275
 NC0275                          STATION DESCRIPTION
 NC0275
 NC0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0275'0.5 MI SE FROM SALAMANCA.
 NC0275'ABOUT 0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0275'THE EAST SALAMANCA STATION AT SALAMANCA, AT THE OVERPASS OVER U. S.
 NC0275'HIGHWAY 219 AND STATE HIGHWAY 17, SET ON THE TOP OF THE NORTHWEST
 NC0275'STONE ABUTMENT OF THE OVERPASS, 32.8 FEET SOUTHWEST OF THE SOUTHWEST
 NC0275'RAIL OF A TRACK LEADING THROUGH RAILROAD YARDS, 12.6 FEET NORTHEAST OF
 NC0275'THE NORTHEAST RAIL OF THE MAIN TRACK, 1.7 FEET NORTHWEST OF THE
 NC0275'SOUTHEAST EDGE OF THE ABUTMENT AND 2 FEET BELOW THE LEVEL OF THE
 NC0275'TRACK.
 NC0275
 NC0275                          STATION RECOVERY (1983)
 NC0275
 NC0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0275'RECOVERED IN GOOD CONDITION.
 NC0275
 NC0275                          STATION RECOVERY (1991)
 NC0275
 NC0275'RECOVERY NOTE BY BUFFALO ROCHESTER PITTSBURG RAILROAD 1991
 NC0275'RECOVERED IN GOOD CONDITION.
 NC0275
 NC0275                          STATION RECOVERY (2002)
 NC0275
 NC0275'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0081 ***********************************************************************
 OE0081  DESIGNATION -  1076
 OE0081  PID         -  OE0081
 OE0081  STATE/COUNTY-  NY/WARREN
 OE0081  USGS QUAD   -  
 OE0081
 OE0081                         *CURRENT SURVEY CONTROL
 OE0081  ___________________________________________________________________
 OE0081* NAD 83(1986)-  43 44 39.     (N)    074 03 29.     (W)     SCALED    
 OE0081* NAVD 88     -       326.699  (meters)    1071.85   (feet)  ADJUSTED  
 OE0081  ___________________________________________________________________
 OE0081  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE0081  DYNAMIC HT  -         326.621 (meters)    1071.59  (feet)  COMP
 OE0081  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 OE0081
 OE0081  VERT ORDER  -  SECOND    CLASS 0
 OE0081
 OE0081.The horizontal coordinates were scaled from a topographic map and have
 OE0081.an estimated accuracy of +/- 6 seconds.
 OE0081
 OE0081.The orthometric height was determined by differential leveling
 OE0081.and adjusted by the National Geodetic Survey in June 1991..
 OE0081
 OE0081.The geoid height was determined by GEOID03.
 OE0081
 OE0081.The dynamic height is computed by dividing the NAVD 88
 OE0081.geopotential number by the normal gravity value computed on the
 OE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0081.degrees latitude (g = 980.6199 gals.).
 OE0081
 OE0081.The modeled gravity was interpolated from observed gravity values.
 OE0081
 OE0081;                    North         East    Units  Estimated Accuracy
 OE0081;SPC NY E     -   545,440.      185,600.      MT  (+/- 180 meters Scaled)
 OE0081
 OE0081                          SUPERSEDED SURVEY CONTROL
 OE0081
 OE0081  NGVD 29 (??/??/92)  326.779  (m)         1072.11   (f) ADJ UNCH    2 0
 OE0081
 OE0081.Superseded values are not recommended for survey control.
 OE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0081.See file dsdata.txt to determine how the superseded data were derived.
 OE0081
 OE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP758438(NAD 83)
 OE0081_MARKER: B = BOLT
 OE0081_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0081_SP_SET: UNSPECIFIED ROCK
 OE0081_STAMPING: U.S.G.S. 1076
 OE0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0081
 OE0081  HISTORY     - Date     Condition        Report By
 OE0081  HISTORY     - UNK      MONUMENTED       USGS
 OE0081  HISTORY     - 1935     GOOD             NGS
 OE0081
 OE0081                          STATION DESCRIPTION
 OE0081
 OE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0081'IN NORTH RIVER.
 OE0081'IS LOCATED 39.6 FT. WEST OF THE NORTH WEST CORNER OF THIRTEENTH CREEK
 OE0081'HIGHWAY BRIDGE. 31.9 FT. EAST OF NORTHEAST CORNER OF HOUSE. 40 FT.
 OE0081'SOUTHWEST OF CENTERLINE OF STATE HY. NO. 28. COPPER BOLT SET IN ROCK
 OE0081'LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1439 ***********************************************************************
 PH1439  DESIGNATION -  108
 PH1439  PID         -  PH1439
 PH1439  STATE/COUNTY-  NY/ST LAWRENCE
 PH1439  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1439
 PH1439                         *CURRENT SURVEY CONTROL
 PH1439  ___________________________________________________________________
 PH1439* NAD 83(1986)-  44 37 52.     (N)    075 35 23.     (W)     SCALED    
 PH1439* NAVD 88     -        78.34   (+/-2cm)     257.0    (feet)  VERTCON   
 PH1439  ___________________________________________________________________
 PH1439  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 PH1439
 PH1439  VERT ORDER  -  ? (See Below)
 PH1439
 PH1439.The horizontal coordinates were scaled from a topographic map and have
 PH1439.an estimated accuracy of +/- 6 seconds.
 PH1439
 PH1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1439.The vertical order pertains to the NGVD 29 superseded value.
 PH1439
 PH1439.The geoid height was determined by GEOID03.
 PH1439
 PH1439;                    North         East    Units  Estimated Accuracy
 PH1439;SPC NY E     -   644,460.       63,540.      MT  (+/- 180 meters Scaled)
 PH1439
 PH1439                          SUPERSEDED SURVEY CONTROL
 PH1439
 PH1439  NGVD 29 (??/??/92)   78.457  (m)          257.40   (f) ADJ UNCH    ?  
 PH1439
 PH1439.Superseded values are not recommended for survey control.
 PH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1439.See file dsdata.txt to determine how the superseded data were derived.
 PH1439
 PH1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ532421(NAD 83)
 PH1439_MARKER: Z = SEE DESCRIPTION
 PH1439_SETTING: 66 = SET IN ROCK OUTCROP
 PH1439_SP_SET: BEDROCK
 PH1439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1439+STABILITY: POSITION/ELEVATION WELL
 PH1439
 PH1439  HISTORY     - Date     Condition        Report By
 PH1439  HISTORY     - UNK      MONUMENTED       USLS
 PH1439  HISTORY     - 1943     GOOD             NGS
 PH1439
 PH1439                          STATION DESCRIPTION
 PH1439
 PH1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1439'4.6 MI NE FROM MORRISTOWN.
 PH1439'IS IN ST. LAWRENCE COUNTY, NEW YORK, APPROXIMATELY 4.6 MILES NORTHEAST
 PH1439'OF INTERSECTION OF HIGHWAYS 37 AND 58 IN MORRISTOWN TO INTERSECTION OF
 PH1439'HIGHWAY 37 AND 37 SUNSET STRIP (ALSO STONE CHURCH RD.) THEN ABOUT 1200
 PH1439'FEET NORTHWEST ON 37 SUNSET STRIP TO OLD R.R. GRADE, THEN 930 FEET
 PH1439'SOUTHWEST ALONG OLD GRADE, 157.0 FEET SOUTHEAST OF UTILITY POLE NO. 59
 PH1439'75.0 FEET SOUTHWEST OF UTILITY POLE NO. 142-2, 54 FEET SOUTHEAST OF
 PH1439'CENTERLINE OF DIRT ROAD, 51.7 FEET NORTHWEST OF WIRE FENCE, IN THE OLD
 PH1439'RAILROAD BED DITCH, BEING HIGHEST POINT ON A 1-INCH DIAMETER KNOB CUT
 PH1439'IN THE BEDROCK, WITH NUMBERS 108 CUT JUST SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0276 ***********************************************************************
 NC0276  DESIGNATION -  108.12
 NC0276  PID         -  NC0276
 NC0276  STATE/COUNTY-  NY/CATTARAUGUS
 NC0276  USGS QUAD   -  SALAMANCA (1961)
 NC0276
 NC0276                         *CURRENT SURVEY CONTROL
 NC0276  ___________________________________________________________________
 NC0276* NAD 83(1986)-  42 09 13.     (N)    078 40 42.     (W)     SCALED    
 NC0276* NAVD 88     -       422.225  (meters)    1385.25   (feet)  ADJUSTED  
 NC0276  ___________________________________________________________________
 NC0276  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 NC0276  DYNAMIC HT  -         422.061 (meters)    1384.71  (feet)  COMP
 NC0276  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 NC0276
 NC0276  VERT ORDER  -  FIRST     CLASS I
 NC0276
 NC0276.The horizontal coordinates were scaled from a topographic map and have
 NC0276.an estimated accuracy of +/- 6 seconds.
 NC0276
 NC0276.The orthometric height was determined by differential leveling
 NC0276.and adjusted by the National Geodetic Survey in June 1991..
 NC0276
 NC0276.The geoid height was determined by GEOID03.
 NC0276
 NC0276.The dynamic height is computed by dividing the NAVD 88
 NC0276.geopotential number by the normal gravity value computed on the
 NC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0276.degrees latitude (g = 980.6199 gals.).
 NC0276
 NC0276.The modeled gravity was interpolated from observed gravity values.
 NC0276
 NC0276;                    North         East    Units  Estimated Accuracy
 NC0276;SPC NY W     -   239,160.      342,150.      MT  (+/- 180 meters Scaled)
 NC0276
 NC0276                          SUPERSEDED SURVEY CONTROL
 NC0276
 NC0276  NGVD 29 (??/??/92)  422.378  (m)         1385.75   (f) ADJ UNCH    1 1
 NC0276
 NC0276.Superseded values are not recommended for survey control.
 NC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0276.See file dsdata.txt to determine how the superseded data were derived.
 NC0276
 NC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG918694(NAD 83)
 NC0276_MARKER: DD = SURVEY DISK
 NC0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0276_SP_SET: CULVERT
 NC0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0276
 NC0276  HISTORY     - Date     Condition        Report By
 NC0276  HISTORY     - UNK      MONUMENTED       BORR
 NC0276  HISTORY     - 1967     GOOD             NGS
 NC0276  HISTORY     - 20020521 GOOD             USPSQD
 NC0276
 NC0276                          STATION DESCRIPTION
 NC0276
 NC0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0276'1.2 MI SE FROM SALAMANCA.
 NC0276'ABOUT 1.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0276'THE EAST SALAMANCA STATION AT SALAMANCA, 156 YARDS SOUTHEAST OF A
 NC0276'BLACK TOPPED ROAD CROSSING, SET ON THE TOP AND ABOUT IN THE CENTER OF
 NC0276'THE NORTHEAST CONCRETE HEAD WALL OF A 10-FOOT CULVERT UNDER THE B AND
 NC0276'O RR, AT MILEAGE 108.12, 4.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NC0276'THE MAIN TRACK AND ABOUT LEVEL WITH THE TRACK.
 NC0276
 NC0276                          STATION RECOVERY (2002)
 NC0276
 NC0276'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1972 ***********************************************************************
 NB1972  DESIGNATION -  1085 MCGS 1969
 NB1972  PID         -  NB1972
 NB1972  STATE/COUNTY-  NY/MONROE
 NB1972  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1972
 NB1972                         *CURRENT SURVEY CONTROL
 NB1972  ___________________________________________________________________
 NB1972* NAD 83(1996)-  42 58 47.63911(N)    077 36 22.53574(W)     ADJUSTED  
 NB1972* NAVD 88     -       194.9    (meters)     639.     (feet)  VERTCON   
 NB1972  ___________________________________________________________________
 NB1972  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NB1972  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 NB1972
 NB1972  HORZ ORDER  -  SECOND
 NB1972
 NB1972.The horizontal coordinates were established by classical geodetic methods
 NB1972.and adjusted by the National Geodetic Survey in January 1999..
 NB1972
 NB1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1972
 NB1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1972
 NB1972.The geoid height was determined by GEOID03.
 NB1972
 NB1972;                    North         East     Units Scale Factor Converg.
 NB1972;SPC NY W     -   331,400.453   429,692.775   MT  1.00001560   +0 39 58.1
 NB1972;SPC NY W     - 1,087,269.65  1,409,750.38   sFT  1.00001560   +0 39 58.1
 NB1972;UTM  18      - 4,761,878.899   287,493.535   MT  1.00015558   -1 46 38.9
 NB1972
 NB1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1972!SPC NY W     -   0.99997491  x   1.00001560  =   0.99999051
 NB1972!UTM  18      -   0.99997491  x   1.00015558  =   1.00013049
 NB1972
 NB1972|---------------------------------------------------------------------|
 NB1972| PID    Reference Object                     Distance      Geod. Az  |
 NB1972|                                                           dddmmss.s |
 NB1972| NB1973 1086 NYGS 1969                      368.839 METERS 05412     |
 NB1972|---------------------------------------------------------------------|
 NB1972
 NB1972                          SUPERSEDED SURVEY CONTROL
 NB1972
 NB1972  NAD 83(1986)-  42 58 47.64668(N)    077 36 22.53309(W) AD(       ) 2
 NB1972  NAD 27      -  42 58 47.41922(N)    077 36 23.53547(W) AD(       ) 2
 NB1972  NGVD 29 (07/19/86)  195.1    (m)          640.     (f) VERT ANG       
 NB1972
 NB1972.Superseded values are not recommended for survey control.
 NB1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1972.See file dsdata.txt to determine how the superseded data were derived.
 NB1972
 NB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8749461879(NAD 83)
 NB1972_MARKER: DD = SURVEY DISK
 NB1972_SETTING: 0 = UNSPECIFIED SETTING
 NB1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1972
 NB1972  HISTORY     - Date     Condition        Report By
 NB1972  HISTORY     - 1969     MONUMENTED       NY-055
 NB1972  HISTORY     - 20010331 GOOD             NGS
 NB1972
 NB1972                          STATION DESCRIPTION
 NB1972
 NB1972'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1972'IN MENDON ALONG PLAINS ROAD
 NB1972'
 NB1972'0.1 MILE NORTHEAST OF SCHOFIELD ROAD
 NB1972'
 NB1972'0.75 MILES SOUTHWEST OF ROCHESTER JUNCTION
 NB1972'
 NB1972'0.75 MILES EAST SOUTHEAST OF STATION KEYES 1969
 NB1972'
 NB1972'23.3 FEET NORTHWEST OF CENTER OF PLAINS ROAD
 NB1972'
 NB1972'71.3 FEET SOUTHWEST OF POLE RTC 70
 NB1972'
 NB1972'77.6 FEET WEST OF 12 IN FIR
 NB1972'
 NB1972'113.3 FEET WEST OF NORTH CORNER OF OPEN PORCH AND
 NB1972'
 NB1972'94.0 FEET NORTH NORTHWEST OF WEST END OF ENCLOSED PORCH OF
 NB1972'HOUSE 160
 NB1972'
 NB1972'68.4 FEET NORTH NORTHWEST OF 18-INCH FIR
 NB1972'
 NB1972'74.3 FEET NORTH OF POLE NO. NLO 18
 NB1972'
 NB1972'64.4 FEET NORTHEAST OF POLE
 NB1972'
 NB1972'12.4 FEET NORTHEAST OF SOUTHWEST RANGE LINE OF HOUSE NO. 160
 NB1972'
 NB1972'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1972'STAMPED 1085 IN THE TOP OF A CONCRETE POST COVERED 0.7 FEET.
 NB1972
 NB1972                          STATION RECOVERY (2001)
 NB1972
 NB1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1973 ***********************************************************************
 NB1973  DESIGNATION -  1086 NYGS 1969
 NB1973  PID         -  NB1973
 NB1973  STATE/COUNTY-  NY/MONROE
 NB1973  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1973
 NB1973                         *CURRENT SURVEY CONTROL
 NB1973  ___________________________________________________________________
 NB1973* NAD 83(1996)-  42 58 54.62954(N)    077 36 09.33118(W)     ADJUSTED  
 NB1973* NAVD 88     -       194.74   (+/-2cm)     638.9    (feet)  VERTCON   
 NB1973  ___________________________________________________________________
 NB1973  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 NB1973  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NB1973
 NB1973  HORZ ORDER  -  SECOND
 NB1973  VERT ORDER  -  THIRD ? (See Below)
 NB1973
 NB1973.The horizontal coordinates were established by classical geodetic methods
 NB1973.and adjusted by the National Geodetic Survey in January 1999..
 NB1973
 NB1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1973.The vertical order pertains to the NGVD 29 superseded value.
 NB1973
 NB1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1973
 NB1973.The geoid height was determined by GEOID03.
 NB1973
 NB1973;                    North         East     Units Scale Factor Converg.
 NB1973;SPC NY W     -   331,619.644   429,989.426   MT  1.00001618   +0 40 07.2
 NB1973;SPC NY W     - 1,087,988.78  1,410,723.64   sFT  1.00001618   +0 40 07.2
 NB1973;UTM  18      - 4,762,085.272   287,799.304   MT  1.00015398   -1 46 30.1
 NB1973
 NB1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1973!SPC NY W     -   0.99997494  x   1.00001618  =   0.99999112
 NB1973!UTM  18      -   0.99997494  x   1.00015398  =   1.00012892
 NB1973
 NB1973|---------------------------------------------------------------------|
 NB1973| PID    Reference Object                     Distance      Geod. Az  |
 NB1973|                                                           dddmmss.s |
 NB1973| NB1972 1085 MCGS 1969                      368.839 METERS 23413     |
 NB1973| NB1970 KEYES                               APPROX. 1.7 KM 2742501.1 |
 NB1973|---------------------------------------------------------------------|
 NB1973
 NB1973                          SUPERSEDED SURVEY CONTROL
 NB1973
 NB1973  NAD 83(1986)-  42 58 54.63713(N)    077 36 09.32853(W) AD(       ) 2
 NB1973  NAD 27      -  42 58 54.40973(N)    077 36 10.33111(W) AD(       ) 2
 NB1973  NGVD 29 (07/19/86)  194.90   (m)          639.4    (f) LEVELING    3  
 NB1973
 NB1973.Superseded values are not recommended for survey control.
 NB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1973.See file dsdata.txt to determine how the superseded data were derived.
 NB1973
 NB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8779962085(NAD 83)
 NB1973_MARKER: DD = SURVEY DISK
 NB1973_SETTING: 0 = UNSPECIFIED SETTING
 NB1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1973
 NB1973  HISTORY     - Date     Condition        Report By
 NB1973  HISTORY     - 1936     MONUMENTED       NYGS
 NB1973  HISTORY     - 1969     GOOD             CGS
 NB1973  HISTORY     - 20010331 GOOD             NGS
 NB1973
 NB1973                          STATION DESCRIPTION
 NB1973
 NB1973'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB1973'IN MENDON, 0.38 MILE NORTHEAST OF SCHOFIELD ROAD, 20 FEET EAST OF
 NB1973'CENTER LINE OF PLAINS ROAD, 99.6 FEET NORTHEAST OF SOUTHEAST
 NB1973'CORNER OF THE HOUSE OF MR. TREAT, 85.4 FEET EAST OF NORTHEAST
 NB1973'CORNER OF HOUSE, 55 FEET SOUTHEAST OF 12-INCH MAPLE, 45.6 FEET
 NB1973'NORTHEAST OF 15-INCH HICKORY TREE, AND 1 FOOT WEST OF
 NB1973'RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND STATE
 NB1973'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB1973
 NB1973                          STATION RECOVERY (1969)
 NB1973
 NB1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1973'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 NB1973'
 NB1973'IN MENDON ALONG PLAINS ROAD
 NB1973'
 NB1973'0.45 TO ROCHESTER JUNCTION ROAD
 NB1973'
 NB1973'1.0 MILE TO STATION KEYES 1969
 NB1973'
 NB1973'0.3 MILE NORTHEAST OF SCHOFIELD ROAD
 NB1973'
 NB1973'21.8 FEET SOUTH OF CENTER OF PAVEMENT OF PLAINS ROAD
 NB1973'
 NB1973'85.4 FEET SOUTH OF SOUTHEAST CORNER AND
 NB1973'
 NB1973'99.6 FEET SOUTHEAST OF SOUTHWEST CORNER OF HOUSE 205
 NB1973'
 NB1973'70.0 FEET SOUTHWEST OF POLE RTC 79
 NB1973'
 NB1973'1.0 FOOT NORTH OF FENCE
 NB1973'
 NB1973'3.0 FEET EAST OF EAST RANGE LINE OF HOUSE 205
 NB1973'
 NB1973'55.8 FEET EAST OF POLE NLO 24
 NB1973'
 NB1973'103.8 FEET EAST OF HISTORIC MARKER
 NB1973'
 NB1973'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB1973'STANDARD DISK IN CONCRETE COVERED 2 INCHES.
 NB1973
 NB1973                          STATION RECOVERY (2001)
 NB1973
 NB1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1973'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1419 ***********************************************************************
 NA1419  DESIGNATION -  1088
 NA1419  PID         -  NA1419
 NA1419  STATE/COUNTY-  NY/DELAWARE
 NA1419  USGS QUAD   -  CORBETT (1965)
 NA1419
 NA1419                         *CURRENT SURVEY CONTROL
 NA1419  ___________________________________________________________________
 NA1419* NAD 83(1986)-  42 01 38.     (N)    075 03 05.     (W)     SCALED    
 NA1419* NAVD 88     -       331.510  (meters)    1087.63   (feet)  ADJUSTED  
 NA1419  ___________________________________________________________________
 NA1419  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 NA1419  DYNAMIC HT  -         331.396 (meters)    1087.26  (feet)  COMP
 NA1419  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 NA1419
 NA1419  VERT ORDER  -  SECOND    CLASS 0
 NA1419
 NA1419.The horizontal coordinates were scaled from a topographic map and have
 NA1419.an estimated accuracy of +/- 6 seconds.
 NA1419
 NA1419.The orthometric height was determined by differential leveling
 NA1419.and adjusted by the National Geodetic Survey in June 1991..
 NA1419
 NA1419.The geoid height was determined by GEOID03.
 NA1419
 NA1419.The dynamic height is computed by dividing the NAVD 88
 NA1419.geopotential number by the normal gravity value computed on the
 NA1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1419.degrees latitude (g = 980.6199 gals.).
 NA1419
 NA1419.The modeled gravity was interpolated from observed gravity values.
 NA1419
 NA1419;                    North         East    Units  Estimated Accuracy
 NA1419;SPC NY E     -   354,770.      104,340.      MT  (+/- 180 meters Scaled)
 NA1419
 NA1419                          SUPERSEDED SURVEY CONTROL
 NA1419
 NA1419  NGVD 29 (??/??/92)  331.670  (m)         1088.15   (f) ADJ UNCH    2 0
 NA1419
 NA1419.Superseded values are not recommended for survey control.
 NA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1419.See file dsdata.txt to determine how the superseded data were derived.
 NA1419
 NA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM957528(NAD 83)
 NA1419_MARKER: DD = SURVEY DISK
 NA1419_SETTING: 80 = SET IN A BOULDER
 NA1419_SP_SET: BOULDER
 NA1419_STAMPING: 1088-NY
 NA1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1419+STABILITY: SURFACE MOTION
 NA1419
 NA1419  HISTORY     - Date     Condition        Report By
 NA1419  HISTORY     - UNK      MONUMENTED       USGS
 NA1419  HISTORY     - 1934     GOOD             NGS
 NA1419
 NA1419                          STATION DESCRIPTION
 NA1419
 NA1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA1419'1 MI E FROM SHINHOPPLE.
 NA1419'ON THE DELAWARE AND NORTHERN RAILWAY, 120 YARDS WEST OF A CONCRETE
 NA1419'CULVERT, 2 YARDS SOUTH OF SOUTH RAIL, ON TOP OF A LARGE BOULDER,
 NA1419'LEVEL WITH THE TOP OF THE RAILS, 6 INCHES ABOVE THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0999 ***********************************************************************
 NA0999  DESIGNATION -  1089 A USGS
 NA0999  PID         -  NA0999
 NA0999  STATE/COUNTY-  NY/CHENANGO
 NA0999  USGS QUAD   -  NEW BERLIN NORTH (1994)
 NA0999
 NA0999                         *CURRENT SURVEY CONTROL
 NA0999  ___________________________________________________________________
 NA0999* NAD 83(1986)-  42 37 31.     (N)    075 19 38.     (W)     SCALED    
 NA0999* NAVD 88     -       332.164  (meters)    1089.77   (feet)  ADJUSTED  
 NA0999  ___________________________________________________________________
 NA0999  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NA0999  DYNAMIC HT  -         332.054 (meters)    1089.41  (feet)  COMP
 NA0999  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 NA0999
 NA0999  VERT ORDER  -  FIRST     CLASS II
 NA0999
 NA0999.The horizontal coordinates were scaled from a topographic map and have
 NA0999.an estimated accuracy of +/- 6 seconds.
 NA0999
 NA0999.The orthometric height was determined by differential leveling
 NA0999.and adjusted by the National Geodetic Survey in June 1991..
 NA0999
 NA0999.The geoid height was determined by GEOID03.
 NA0999
 NA0999.The dynamic height is computed by dividing the NAVD 88
 NA0999.geopotential number by the normal gravity value computed on the
 NA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0999.degrees latitude (g = 980.6199 gals.).
 NA0999
 NA0999.The modeled gravity was interpolated from observed gravity values.
 NA0999
 NA0999;                    North         East    Units  Estimated Accuracy
 NA0999;SPC NY C     -   292,310.      353,040.      MT  (+/- 180 meters Scaled)
 NA0999
 NA0999                          SUPERSEDED SURVEY CONTROL
 NA0999
 NA0999  NGVD 29 (??/??/92)  332.271  (m)         1090.13   (f) ADJ UNCH    1 2
 NA0999
 NA0999.Superseded values are not recommended for survey control.
 NA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0999.See file dsdata.txt to determine how the superseded data were derived.
 NA0999
 NA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN731192(NAD 83)
 NA0999_MARKER: DD = SURVEY DISK
 NA0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0999_SP_SET: BRIDGE
 NA0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0999
 NA0999  HISTORY     - Date     Condition        Report By
 NA0999  HISTORY     - UNK      MONUMENTED       USGS
 NA0999  HISTORY     - 1942     POOR             NGS
 NA0999  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0999
 NA0999                          STATION DESCRIPTION
 NA0999
 NA0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0999'AT NEW BERLIN.
 NA0999'AT NEW BERLIN, ABOUT 0.1 MILE NORTHEAST ALONG THE NEW YORK, ONTARIO
 NA0999'AND WESTERN RAILROAD FROM THE STATION, AT THE STEEL RAILROAD BRIDGE
 NA0999'OVER THE UNADILLA RIVER.  A U.S.G.S. DISK, SET IN THE TOP OF THE
 NA0999'NORTHWEST END OF THE SOUTHWEST BRIDGE SEAT.
 NA0999
 NA0999                          STATION RECOVERY (1982)
 NA0999
 NA0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0999'NOT RECOVERED, ONLY A DRILL HOLE THAT THE MARK MAY HAVE BEEN IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0504 ***********************************************************************
 NC0504  DESIGNATION -  1089.46
 NC0504  PID         -  NC0504
 NC0504  STATE/COUNTY-  NY/ERIE
 NC0504  USGS QUAD   -  EAST AURORA (1965)
 NC0504
 NC0504                         *CURRENT SURVEY CONTROL
 NC0504  ___________________________________________________________________
 NC0504* NAD 83(1986)-  42 46 02.     (N)    078 34 40.     (W)     SCALED    
 NC0504* NAVD 88     -       331.844  (meters)    1088.72   (feet)  ADJUSTED  
 NC0504  ___________________________________________________________________
 NC0504  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NC0504  DYNAMIC HT  -         331.738 (meters)    1088.38  (feet)  COMP
 NC0504  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 NC0504
 NC0504  VERT ORDER  -  SECOND    CLASS 0
 NC0504
 NC0504.The horizontal coordinates were scaled from a topographic map and have
 NC0504.an estimated accuracy of +/- 6 seconds.
 NC0504
 NC0504.The orthometric height was determined by differential leveling
 NC0504.and adjusted by the National Geodetic Survey in June 1991..
 NC0504
 NC0504.The geoid height was determined by GEOID03.
 NC0504
 NC0504.The dynamic height is computed by dividing the NAVD 88
 NC0504.geopotential number by the normal gravity value computed on the
 NC0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0504.degrees latitude (g = 980.6199 gals.).
 NC0504
 NC0504.The modeled gravity was interpolated from observed gravity values.
 NC0504
 NC0504;                    North         East    Units  Estimated Accuracy
 NC0504;SPC NY W     -   307,310.      350,460.      MT  (+/- 180 meters Scaled)
 NC0504
 NC0504                          SUPERSEDED SURVEY CONTROL
 NC0504
 NC0504  NGVD 29 (??/??/92)  331.994  (m)         1089.22   (f) ADJ UNCH    2 0
 NC0504
 NC0504.Superseded values are not recommended for survey control.
 NC0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0504.See file dsdata.txt to determine how the superseded data were derived.
 NC0504
 NC0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH981378(NAD 83)
 NC0504_MARKER: Q = CHISELED SQUARE
 NC0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0504_SP_SET: SIDEWALK
 NC0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0504
 NC0504  HISTORY     - Date     Condition        Report By
 NC0504  HISTORY     - UNK      MONUMENTED       USGS
 NC0504  HISTORY     - 1935     GOOD             NGS
 NC0504
 NC0504                          STATION DESCRIPTION
 NC0504
 NC0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0504'2.6 MI W FROM WALES CENTER.
 NC0504'2.6 MILES WEST OF WALES CENTER ON HIGHWAY US 20 60 FEET EAST OF TOWN
 NC0504'LINE WALES EAST AURORA 54 FEET EAST OF CENTER LINE OF REITER ROAD 21
 NC0504'FEET NORTH OF CENTER LINE OF HIGHWAY AT ENTRANCE TO 1-STORY SCHOOL
 NC0504'BUILDING IN TOP OF CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0659 ***********************************************************************
 NB0659  DESIGNATION -  109
 NB0659  PID         -  NB0659
 NB0659  STATE/COUNTY-  NY/YATES
 NB0659  USGS QUAD   -  DUNDEE (1942)
 NB0659
 NB0659                         *CURRENT SURVEY CONTROL
 NB0659  ___________________________________________________________________
 NB0659* NAD 83(1986)-  42 35 25.     (N)    076 57 18.     (W)     SCALED    
 NB0659* NAVD 88     -       243.582  (meters)     799.15   (feet)  ADJUSTED  
 NB0659  ___________________________________________________________________
 NB0659  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NB0659  DYNAMIC HT  -         243.506 (meters)     798.90  (feet)  COMP
 NB0659  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 NB0659
 NB0659  VERT ORDER  -  SECOND    CLASS 0
 NB0659
 NB0659.The horizontal coordinates were scaled from a topographic map and have
 NB0659.an estimated accuracy of +/- 6 seconds.
 NB0659
 NB0659.The orthometric height was determined by differential leveling
 NB0659.and adjusted by the National Geodetic Survey in June 1991..
 NB0659
 NB0659.The geoid height was determined by GEOID03.
 NB0659
 NB0659.The dynamic height is computed by dividing the NAVD 88
 NB0659.geopotential number by the normal gravity value computed on the
 NB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0659.degrees latitude (g = 980.6199 gals.).
 NB0659
 NB0659.The modeled gravity was interpolated from observed gravity values.
 NB0659
 NB0659;                    North         East    Units  Estimated Accuracy
 NB0659;SPC NY C     -   287,720.      219,500.      MT  (+/- 180 meters Scaled)
 NB0659
 NB0659                          SUPERSEDED SURVEY CONTROL
 NB0659
 NB0659  NGVD 29 (??/??/92)  243.734  (m)          799.65   (f) ADJ UNCH    2 0
 NB0659
 NB0659.Superseded values are not recommended for survey control.
 NB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0659.See file dsdata.txt to determine how the superseded data were derived.
 NB0659
 NB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN395171(NAD 83)
 NB0659_MARKER: B = BOLT
 NB0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0659_SP_SET: BRIDGE ABUTMENT
 NB0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0659
 NB0659  HISTORY     - Date     Condition        Report By
 NB0659  HISTORY     - UNK      MONUMENTED       PRR
 NB0659  HISTORY     - 1935     GOOD             NGS
 NB0659  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0659  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0659
 NB0659                          STATION DESCRIPTION
 NB0659
 NB0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0659'AT HIMROD.
 NB0659'IS LOCATED 0.10 OF MILE NORTH OF THE HIMROD DEPOT. ON THE WEST END
 NB0659'OF BACK WALL OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 32.35 OVER
 NB0659'SMALL RUN.
 NB0659
 NB0659                          STATION RECOVERY (1985)
 NB0659
 NB0659'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0659'MARK NOT FOUND.
 NB0659
 NB0659                          STATION RECOVERY (1999)
 NB0659
 NB0659'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0487 ***********************************************************************
 PG0487  DESIGNATION -  109 DHRR
 PG0487  PID         -  PG0487
 PG0487  STATE/COUNTY-  NY/CLINTON
 PG0487  USGS QUAD   -  PLATTSBURGH (1966)
 PG0487
 PG0487                         *CURRENT SURVEY CONTROL
 PG0487  ___________________________________________________________________
 PG0487* NAD 83(1986)-  44 44 00.     (N)    073 27 52.     (W)     SCALED    
 PG0487* NAVD 88     -        31.969  (meters)     104.89   (feet)  ADJUSTED  
 PG0487  ___________________________________________________________________
 PG0487  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0487  DYNAMIC HT  -          31.968 (meters)     104.88  (feet)  COMP
 PG0487  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 PG0487
 PG0487  VERT ORDER  -  FIRST     CLASS I
 PG0487
 PG0487.The horizontal coordinates were scaled from a topographic map and have
 PG0487.an estimated accuracy of +/- 6 seconds.
 PG0487
 PG0487.The orthometric height was determined by differential leveling
 PG0487.and adjusted by the National Geodetic Survey in June 1991..
 PG0487.WARNING-Repeat measurements at this control monument indicate possible
 PG0487.vertical movement.
 PG0487
 PG0487.The geoid height was determined by GEOID03.
 PG0487
 PG0487.The dynamic height is computed by dividing the NAVD 88
 PG0487.geopotential number by the normal gravity value computed on the
 PG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0487.degrees latitude (g = 980.6199 gals.).
 PG0487
 PG0487.The modeled gravity was interpolated from observed gravity values.
 PG0487
 PG0487;                    North         East    Units  Estimated Accuracy
 PG0487;SPC NY E     -   655,760.      232,020.      MT  (+/- 180 meters Scaled)
 PG0487
 PG0487                          SUPERSEDED SURVEY CONTROL
 PG0487
 PG0487  NGVD 29 (??/??/??)   32.085  (m)          105.27   (f) ADJUSTED    1 1
 PG0487
 PG0487.Superseded values are not recommended for survey control.
 PG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0487.See file dsdata.txt to determine how the superseded data were derived.
 PG0487
 PG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ215544(NAD 83)
 PG0487_MARKER: Q = CHISELED SQUARE
 PG0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0487_SP_SET: STONE SEAT
 PG0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0487
 PG0487  HISTORY     - Date     Condition        Report By
 PG0487  HISTORY     - UNK      MONUMENTED       DHRR
 PG0487  HISTORY     - 1973     GOOD             NGS
 PG0487
 PG0487                          STATION DESCRIPTION
 PG0487
 PG0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0487'2.7 MI N FROM PLATTSBURGH.
 PG0487'ABOUT 2.7 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0487'STATION AT PLATTSBURGH, 0.25 MILE NORTH OF MILEPOST A 170-RP 21, A
 PG0487'1-INCH OUTLINED SQUARE ON THE TOP OF THE NORTHWEST CORNER AT THE WEST
 PG0487'END OF THE SOUTH STONE SEAT OF A 15-FOOT LONG TRESTLE, 6.7 FEET WEST
 PG0487'OF THE WEST RAIL AND ABOUT 4 FEET BELOW THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0397 ***********************************************************************
 KV0397  DESIGNATION -  109 NYBE+A
 KV0397  PID         -  KV0397
 KV0397  STATE/COUNTY-  NY/RICHMOND
 KV0397  USGS QUAD   -  THE NARROWS (1981)
 KV0397
 KV0397                         *CURRENT SURVEY CONTROL
 KV0397  ___________________________________________________________________
 KV0397* NAD 83(1986)-  40 36 11.     (N)    074 03 28.     (W)     SCALED    
 KV0397* NAVD 88     -        32.314  (meters)     106.02   (feet)  ADJUSTED  
 KV0397  ___________________________________________________________________
 KV0397  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0397  DYNAMIC HT  -          32.302 (meters)     105.98  (feet)  COMP
 KV0397  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 KV0397
 KV0397  VERT ORDER  -  FIRST     CLASS II
 KV0397
 KV0397.The horizontal coordinates were scaled from a topographic map and have
 KV0397.an estimated accuracy of +/- 6 seconds.
 KV0397
 KV0397.The orthometric height was determined by differential leveling
 KV0397.and adjusted by the National Geodetic Survey in June 1991..
 KV0397
 KV0397.The geoid height was determined by GEOID03.
 KV0397
 KV0397.The dynamic height is computed by dividing the NAVD 88
 KV0397.geopotential number by the normal gravity value computed on the
 KV0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0397.degrees latitude (g = 980.6199 gals.).
 KV0397
 KV0397.The modeled gravity was interpolated from observed gravity values.
 KV0397
 KV0397;                    North         East    Units  Estimated Accuracy
 KV0397;SPC NY L     -    48,460.      295,110.      MT  (+/- 180 meters Scaled)
 KV0397
 KV0397                          SUPERSEDED SURVEY CONTROL
 KV0397
 KV0397  NGVD 29 (04/16/92)   32.652  (m)          107.13   (f) ADJUSTED    1 2
 KV0397
 KV0397.Superseded values are not recommended for survey control.
 KV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0397.See file dsdata.txt to determine how the superseded data were derived.
 KV0397
 KV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK797951(NAD 83)
 KV0397_MARKER: DD = SURVEY DISK
 KV0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0397_SP_SET: BUILDING
 KV0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0397
 KV0397  HISTORY     - Date     Condition        Report By
 KV0397  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0397  HISTORY     - 1952     GOOD             CGS
 KV0397
 KV0397                          STATION DESCRIPTION
 KV0397
 KV0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0397'AT STATEN ISLAND.
 KV0397'ON STATEN ISLAND, ON FORT WADSWORTH MILITARY RESERVATION, LOCATED
 KV0397'ALONG NEW YORK AVENUE, ABOUT 0.1 MILE NORTH OF ITS JUNCTION
 KV0397'WITH RICHMOND AVENUE, SET VERTICALLY IN THE NORTH FACE AT THE
 KV0397'NORTHEAST CORNER OF POST HEADQUARTERS BUILDING, 0.3 FOOT WEST OF
 KV0397'NORTHEAST CORNER OF BUILDING AND ABOUT 6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1995 ***********************************************************************
 NB1995  DESIGNATION -  1092 NYGS 1969
 NB1995  PID         -  NB1995
 NB1995  STATE/COUNTY-  NY/MONROE
 NB1995  USGS QUAD   -  RUSH (1976)
 NB1995
 NB1995                         *CURRENT SURVEY CONTROL
 NB1995  ___________________________________________________________________
 NB1995* NAD 83(1996)-  42 56 49.46005(N)    077 37 57.06983(W)     ADJUSTED  
 NB1995* NAVD 88     -       213.00   (+/-2cm)     698.8    (feet)  VERTCON   
 NB1995  ___________________________________________________________________
 NB1995  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 NB1995  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NB1995
 NB1995  HORZ ORDER  -  SECOND
 NB1995  VERT ORDER  -  THIRD ? (See Below)
 NB1995
 NB1995.The horizontal coordinates were established by classical geodetic methods
 NB1995.and adjusted by the National Geodetic Survey in January 1999..
 NB1995
 NB1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1995.The vertical order pertains to the NGVD 29 superseded value.
 NB1995
 NB1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1995
 NB1995.The geoid height was determined by GEOID03.
 NB1995
 NB1995;                    North         East     Units Scale Factor Converg.
 NB1995;SPC NY W     -   327,729.200   427,592.214   MT  1.00001154   +0 38 52.2
 NB1995;SPC NY W     - 1,075,224.88  1,402,858.79   sFT  1.00001154   +0 38 52.2
 NB1995;SPC NY C     -   327,824.672   164,379.958   MT  1.00002765   -0 42 53.6
 NB1995;SPC NY C     - 1,075,538.11    539,303.25   sFT  1.00002765   -0 42 53.6
 NB1995;UTM  18      - 4,758,299.987   285,238.069   MT  1.00016744   -1 47 39.4
 NB1995
 NB1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1995!SPC NY W     -   0.99997206  x   1.00001154  =   0.99998360
 NB1995!SPC NY C     -   0.99997206  x   1.00002765  =   0.99999971
 NB1995!UTM  18      -   0.99997206  x   1.00016744  =   1.00013949
 NB1995
 NB1995:                Primary Azimuth Mark                     Grid Az
 NB1995:SPC NY W     -  1093 MCGS 1969                           268 13 42.6
 NB1995:SPC NY C     -  1093 MCGS 1969                           269 35 28.4
 NB1995:UTM  18      -  1093 MCGS 1969                           270 40 14.2
 NB1995
 NB1995|---------------------------------------------------------------------|
 NB1995| PID    Reference Object                     Distance      Geod. Az  |
 NB1995|                                                           dddmmss.s |
 NB1995| NB1992 1093 MCGS 1969                      APPROX. 0.6 KM 2685234.8 |
 NB1995| NB1994 FALLS                                 8.208 METERS 34210     |
 NB1995|---------------------------------------------------------------------|
 NB1995
 NB1995                          SUPERSEDED SURVEY CONTROL
 NB1995
 NB1995  NAD 83(1986)-  42 56 49.46736(N)    077 37 57.06684(W) AD(       ) 2
 NB1995  NAD 27      -  42 56 49.23992(N)    077 37 58.06696(W) AD(       ) 2
 NB1995  NGVD 29 (07/19/86)  213.16   (m)          699.3    (f) LEVELING    3  
 NB1995
 NB1995.Superseded values are not recommended for survey control.
 NB1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1995.See file dsdata.txt to determine how the superseded data were derived.
 NB1995
 NB1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8523858300(NAD 83)
 NB1995_MARKER: DD = SURVEY DISK
 NB1995_SETTING: 0 = UNSPECIFIED SETTING
 NB1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1995+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 NB1995
 NB1995  HISTORY     - Date     Condition        Report By
 NB1995  HISTORY     - 1936     MONUMENTED       NYGS
 NB1995  HISTORY     - 1969     GOOD             CGS
 NB1995  HISTORY     - 20040707 GOOD             INDIV
 NB1995
 NB1995                          STATION DESCRIPTION
 NB1995
 NB1995'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB1995'IN RUSH, 0.8 MILE EAST OF WORKS ROAD, 19.2 FEET NORTH OF CENTER
 NB1995'LINE OF HONEOYE FALLS ROAD, ABOUT 420 FEET EAST OF CENTER LINE
 NB1995'OF CONCRETE CULVERT, 82.1 FEET NORTH OF 14-INCH CHERRY TREE
 NB1995'SOUTH OF ROAD, 46.1 FEET NORTH OF 12-INCH BASSWOOD TREE SOUTH
 NB1995'OF ROAD, 7.3 FEET SOUTHWEST OF 14-INCH CHERRY TREE, AND 3.1
 NB1995'FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND
 NB1995'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 NB1995'GROUND.
 NB1995
 NB1995                          STATION RECOVERY (1969)
 NB1995
 NB1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1995'IN RUSH, 1.1 MILES EAST OF WORKS ROAD
 NB1995'
 NB1995'27 FEET SOUTH OF STATION FALLS 1969
 NB1995'
 NB1995'39.4 FEET NORTH OF CENTER OF HONEOYE FALLS ROAD
 NB1995'
 NB1995'27.0 FEET WEST OF 24-INCH TREE
 NB1995'
 NB1995'3.0 FEET SOUTH OF WITNESS POST
 NB1995'
 NB1995'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB1995'STANDARD DISK IN CONCRETE, STAMPED 1092, 1936.
 NB1995
 NB1995                          STATION RECOVERY (2004)
 NB1995
 NB1995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RJB)
 NB1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1992 ***********************************************************************
 NB1992  DESIGNATION -  1093 MCGS 1969
 NB1992  PID         -  NB1992
 NB1992  STATE/COUNTY-  NY/MONROE
 NB1992  USGS QUAD   -  RUSH (1976)
 NB1992
 NB1992                         *CURRENT SURVEY CONTROL
 NB1992  ___________________________________________________________________
 NB1992* NAD 83(1996)-  42 56 49.10585(N)    077 38 21.60077(W)     ADJUSTED  
 NB1992* NAVD 88     -       211.93   (+/-2cm)     695.3    (feet)  VERTCON   
 NB1992  ___________________________________________________________________
 NB1992  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 NB1992  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NB1992
 NB1992  HORZ ORDER  -  SECOND
 NB1992  VERT ORDER  -  THIRD ? (See Below)
 NB1992
 NB1992.The horizontal coordinates were established by classical geodetic methods
 NB1992.and adjusted by the National Geodetic Survey in January 1999..
 NB1992
 NB1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1992.The vertical order pertains to the NGVD 29 superseded value.
 NB1992
 NB1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1992
 NB1992.The geoid height was determined by GEOID03.
 NB1992
 NB1992;                    North         East     Units Scale Factor Converg.
 NB1992;SPC NY W     -   327,712.006   427,036.257   MT  1.00001048   +0 38 35.5
 NB1992;SPC NY W     - 1,075,168.47  1,401,034.79   sFT  1.00001048   +0 38 35.5
 NB1992;SPC NY C     -   327,820.703   163,823.740   MT  1.00002883   -0 43 10.3
 NB1992;SPC NY C     - 1,075,525.09    537,478.39   sFT  1.00002883   -0 43 10.3
 NB1992;UTM  18      - 4,758,306.498   284,681.796   MT  1.00017039   -1 47 56.1
 NB1992
 NB1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1992!SPC NY W     -   0.99997222  x   1.00001048  =   0.99998270
 NB1992!SPC NY C     -   0.99997222  x   1.00002883  =   1.00000105
 NB1992!UTM  18      -   0.99997222  x   1.00017039  =   1.00014261
 NB1992
 NB1992:                Primary Azimuth Mark                     Grid Az
 NB1992:SPC NY W     -  1092 NYGS 1969                           088 13 42.6
 NB1992:SPC NY C     -  1092 NYGS 1969                           089 35 28.4
 NB1992:UTM  18      -  1092 NYGS 1969                           090 40 14.2
 NB1992
 NB1992|---------------------------------------------------------------------|
 NB1992| PID    Reference Object                     Distance      Geod. Az  |
 NB1992|                                                           dddmmss.s |
 NB1992| NB1995 1092 NYGS 1969                      APPROX. 0.6 KM 0885218.1 |
 NB1992| NB1993 1093 NYGS 1969                        5.808 METERS 22730     |
 NB1992|---------------------------------------------------------------------|
 NB1992
 NB1992                          SUPERSEDED SURVEY CONTROL
 NB1992
 NB1992  NAD 83(1986)-  42 56 49.11327(N)    077 38 21.59785(W) AD(       ) 2
 NB1992  NAD 27      -  42 56 48.88578(N)    077 38 22.59706(W) AD(       ) 2
 NB1992  NGVD 29 (07/19/86)  212.09   (m)          695.8    (f) LEVELING    3  
 NB1992
 NB1992.Superseded values are not recommended for survey control.
 NB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1992.See file dsdata.txt to determine how the superseded data were derived.
 NB1992
 NB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8468258306(NAD 83)
 NB1992_MARKER: DD = SURVEY DISK
 NB1992_SETTING: 0 = UNSPECIFIED SETTING
 NB1992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1992
 NB1992  HISTORY     - Date     Condition        Report By
 NB1992  HISTORY     - 1969     MONUMENTED       NY-055
 NB1992
 NB1992                          STATION DESCRIPTION
 NB1992
 NB1992'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1992'IN MENDON, ALONG HONEOYE FALLS ROAD (RT 6)
 NB1992'
 NB1992'0.45 MILE EAST OF WORKS ROAD
 NB1992'
 NB1992'13.2 FEET SOUTH OF CENTER OF HONEOYE FALLS ROAD
 NB1992'
 NB1992'19.0 FEET NORTHEAST OF STATION 1093 1936
 NB1992'
 NB1992'18.3 FEET NORTHEAST OF BLAZED 22-INCH MAPLE
 NB1992'
 NB1992'22.7 FEET NORTHEAST OF A 24-INCH MAPLE
 NB1992'
 NB1992'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 NB1992'DISK STAMPED 1093 IN THE TOP OF A CONCRETE POST COVERED 0.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1993 ***********************************************************************
 NB1993  DESIGNATION -  1093 NYGS 1969
 NB1993  PID         -  NB1993
 NB1993  STATE/COUNTY-  NY/MONROE
 NB1993  USGS QUAD   -  RUSH (1976)
 NB1993
 NB1993                         *CURRENT SURVEY CONTROL
 NB1993  ___________________________________________________________________
 NB1993* NAD 83(1996)-  42 56 48.97868(N)    077 38 21.78964(W)     ADJUSTED  
 NB1993* NAVD 88     -       211.95   (+/-2cm)     695.4    (feet)  VERTCON   
 NB1993  ___________________________________________________________________
 NB1993  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 NB1993  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NB1993
 NB1993  HORZ ORDER  -  SECOND
 NB1993  VERT ORDER  -  THIRD ? (See Below)
 NB1993
 NB1993.The horizontal coordinates were established by classical geodetic methods
 NB1993.and adjusted by the National Geodetic Survey in January 1999..
 NB1993
 NB1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1993.The vertical order pertains to the NGVD 29 superseded value.
 NB1993
 NB1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1993
 NB1993.The geoid height was determined by GEOID03.
 NB1993
 NB1993;                    North         East     Units Scale Factor Converg.
 NB1993;SPC NY W     -   327,708.033   427,032.019   MT  1.00001047   +0 38 35.4
 NB1993;SPC NY W     - 1,075,155.44  1,401,020.88   sFT  1.00001047   +0 38 35.4
 NB1993;SPC NY C     -   327,816.833   163,819.409   MT  1.00002884   -0 43 10.4
 NB1993;SPC NY C     - 1,075,512.39    537,464.18   sFT  1.00002884   -0 43 10.4
 NB1993;UTM  18      - 4,758,302.709   284,677.393   MT  1.00017041   -1 47 56.2
 NB1993
 NB1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1993!SPC NY W     -   0.99997222  x   1.00001047  =   0.99998269
 NB1993!SPC NY C     -   0.99997222  x   1.00002884  =   1.00000106
 NB1993!UTM  18      -   0.99997222  x   1.00017041  =   1.00014263
 NB1993
 NB1993                          SUPERSEDED SURVEY CONTROL
 NB1993
 NB1993  NAD 83(1986)-  42 56 48.98611(N)    077 38 21.78672(W) AD(       ) 2
 NB1993  NAD 27      -  42 56 48.75862(N)    077 38 22.78593(W) AD(       ) 2
 NB1993  NGVD 29 (07/19/86)  212.11   (m)          695.9    (f) LEVELING    3  
 NB1993
 NB1993.Superseded values are not recommended for survey control.
 NB1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1993.See file dsdata.txt to determine how the superseded data were derived.
 NB1993
 NB1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8467758303(NAD 83)
 NB1993_MARKER: DD = SURVEY DISK
 NB1993_SETTING: 0 = UNSPECIFIED SETTING
 NB1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1993
 NB1993  HISTORY     - Date     Condition        Report By
 NB1993  HISTORY     - 1936     MONUMENTED       NYGS
 NB1993  HISTORY     - 1969     GOOD             CGS
 NB1993
 NB1993                          STATION DESCRIPTION
 NB1993
 NB1993'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB1993'IN RUSH, 0.45 MILE EAST OF WORKS ROAD, 0.1 MILE WEST OF
 NB1993'CONCRETE CULVERT, 26.4 FEET SOUTH OF CENTER LINE OF HONEOYE FALLS
 NB1993'ROAD, 104.2 FEET SOUTH OF 12-INCH HICKORY TREE, 33.7 FEET SOUTH
 NB1993'OF NORTH RIGHT-OF-WAY STONE FENCE, 23.1 FEET EAST OF 24-INCH
 NB1993'MAPLE, 12.8 FEET WEST OF 14-INCH MAPLE, AND 7.7 FEET NORTH OF
 NB1993'10-INCH MAPLE.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 NB1993'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB1993
 NB1993                          STATION RECOVERY (1969)
 NB1993
 NB1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1993'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 NB1993'
 NB1993'IN MENDON, ALONG HONEOYE FALLS ROAD (RT 6)
 NB1993'
 NB1993'0.45 MILE EAST OF WORKS ROAD
 NB1993'
 NB1993'26.0 FEET SOUTH OF CENTER OF HONEOYE FALLS ROAD
 NB1993'
 NB1993'12.3 FEET NORTHWEST OF BLAZED 22-INCH MAPLE
 NB1993'
 NB1993'19.0 FEET SOUTHEAST OF STATION 1093, 1969
 NB1993'
 NB1993'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB1993'STANDARD DISK IN CONCRETE STAMPED 1093, 1936, AND 0.1 FEET
 NB1993'ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2005 ***********************************************************************
 NB2005  DESIGNATION -  1094 5 MCGS 1969
 NB2005  PID         -  NB2005
 NB2005  STATE/COUNTY-  NY/MONROE
 NB2005  USGS QUAD   -  RUSH (1976)
 NB2005
 NB2005                         *CURRENT SURVEY CONTROL
 NB2005  ___________________________________________________________________
 NB2005* NAD 83(1996)-  42 58 52.02873(N)    077 38 06.13664(W)     ADJUSTED  
 NB2005* NAVD 88     -       202.0    (meters)     663.     (feet)  VERTCON   
 NB2005  ___________________________________________________________________
 NB2005  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NB2005  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NB2005
 NB2005  HORZ ORDER  -  SECOND
 NB2005
 NB2005.The horizontal coordinates were established by classical geodetic methods
 NB2005.and adjusted by the National Geodetic Survey in January 1999..
 NB2005
 NB2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2005
 NB2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2005
 NB2005.The geoid height was determined by GEOID03.
 NB2005
 NB2005;                    North         East     Units Scale Factor Converg.
 NB2005;SPC NY W     -   331,509.015   427,344.016   MT  1.00001107   +0 38 47.5
 NB2005;SPC NY W     - 1,087,625.83  1,402,044.49   sFT  1.00001107   +0 38 47.5
 NB2005;UTM  18      - 4,762,087.538   285,151.193   MT  1.00016790   -1 47 49.7
 NB2005
 NB2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2005!SPC NY W     -   0.99997380  x   1.00001107  =   0.99998487
 NB2005!UTM  18      -   0.99997380  x   1.00016790  =   1.00014169
 NB2005
 NB2005:                Primary Azimuth Mark                     Grid Az
 NB2005:SPC NY W     -  KEYES                                    076 53 10.0
 NB2005:UTM  18      -  KEYES                                    079 19 47.2
 NB2005
 NB2005|---------------------------------------------------------------------|
 NB2005| PID    Reference Object                     Distance      Geod. Az  |
 NB2005|                                                           dddmmss.s |
 NB2005| NB1970 KEYES                               APPROX. 1.0 KM 0773157.5 |
 NB2005|---------------------------------------------------------------------|
 NB2005
 NB2005                          SUPERSEDED SURVEY CONTROL
 NB2005
 NB2005  NAD 83(1986)-  42 58 52.03617(N)    077 38 06.13399(W) AD(       ) 2
 NB2005  NAD 27      -  42 58 51.80942(N)    077 38 07.13275(W) AD(       ) 2
 NB2005  NGVD 29 (07/19/86)  202.2    (m)          663.     (f) VERT ANG       
 NB2005
 NB2005.Superseded values are not recommended for survey control.
 NB2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2005.See file dsdata.txt to determine how the superseded data were derived.
 NB2005
 NB2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8515162088(NAD 83)
 NB2005_MARKER: DD = SURVEY DISK
 NB2005_SETTING: 0 = UNSPECIFIED SETTING
 NB2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2005
 NB2005  HISTORY     - Date     Condition        Report By
 NB2005  HISTORY     - 1969     MONUMENTED       NY-055
 NB2005
 NB2005                          STATION DESCRIPTION
 NB2005
 NB2005'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB2005'IN RUSH ALONG PHELPS ROAD,
 NB2005'
 NB2005'0.6 MILE SOUTH OF RUSH-LIME ROAD (RT 15A)
 NB2005'
 NB2005'0.6 MILE SOUTHWEST OF STATION KEYES 1969
 NB2005'
 NB2005'13.8 FEET SOUTH EAST OF CENTER OF PHELPS ROAD
 NB2005'
 NB2005'11.2 FEET SOUTHWEST OF EAST END AND
 NB2005'
 NB2005'35.2 FEET SOUTHEAST OF WEST END OF 12-INCH CULVERT UNDER ROAD
 NB2005'
 NB2005'39.9 FEET SOUTHEAST OF POLE RTC 20
 NB2005'
 NB2005'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB2005'STAMPED 1094-5 IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2003 ***********************************************************************
 NB2003  DESIGNATION -  1094 6 MCGS 1969
 NB2003  PID         -  NB2003
 NB2003  STATE/COUNTY-  NY/MONROE
 NB2003  USGS QUAD   -  RUSH (1976)
 NB2003
 NB2003                         *CURRENT SURVEY CONTROL
 NB2003  ___________________________________________________________________
 NB2003* NAD 83(1996)-  42 59 16.24022(N)    077 37 52.94674(W)     ADJUSTED  
 NB2003* NAVD 88     -       198.5    (meters)     651.     (feet)  VERTCON   
 NB2003  ___________________________________________________________________
 NB2003  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NB2003  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 NB2003
 NB2003  HORZ ORDER  -  SECOND
 NB2003
 NB2003.The horizontal coordinates were established by classical geodetic methods
 NB2003.and adjusted by the National Geodetic Survey in January 1999..
 NB2003
 NB2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2003
 NB2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2003
 NB2003.The geoid height was determined by GEOID03.
 NB2003
 NB2003;                    North         East     Units Scale Factor Converg.
 NB2003;SPC NY W     -   332,259.497   427,634.382   MT  1.00001162   +0 38 56.8
 NB2003;SPC NY W     - 1,090,088.03  1,402,997.13   sFT  1.00001162   +0 38 56.8
 NB2003;UTM  18      - 4,762,825.071   285,473.346   MT  1.00016620   -1 47 41.5
 NB2003
 NB2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2003!SPC NY W     -   0.99997435  x   1.00001162  =   0.99998597
 NB2003!UTM  18      -   0.99997435  x   1.00016620  =   1.00014055
 NB2003
 NB2003:                Primary Azimuth Mark                     Grid Az
 NB2003:SPC NY W     -  1094 5 MCGS 1969                         201 09 06.3
 NB2003:UTM  18      -  1094 5 MCGS 1969                         203 35 44.6
 NB2003
 NB2003|---------------------------------------------------------------------|
 NB2003| PID    Reference Object                     Distance      Geod. Az  |
 NB2003|                                                           dddmmss.s |
 NB2003| NB2005 1094 5 MCGS 1969                    APPROX. 0.8 KM 2014803.1 |
 NB2003|---------------------------------------------------------------------|
 NB2003
 NB2003                          SUPERSEDED SURVEY CONTROL
 NB2003
 NB2003  NAD 83(1986)-  42 59 16.24768(N)    077 37 52.94415(W) AD(       ) 2
 NB2003  NAD 27      -  42 59 16.02099(N)    077 37 53.94309(W) AD(       ) 2
 NB2003  NGVD 29 (07/19/86)  198.7    (m)          652.     (f) VERT ANG       
 NB2003
 NB2003.Superseded values are not recommended for survey control.
 NB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2003.See file dsdata.txt to determine how the superseded data were derived.
 NB2003
 NB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8547362825(NAD 83)
 NB2003_MARKER: DD = SURVEY DISK
 NB2003_SETTING: 0 = UNSPECIFIED SETTING
 NB2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2003
 NB2003  HISTORY     - Date     Condition        Report By
 NB2003  HISTORY     - 1969     MONUMENTED       NY-055
 NB2003
 NB2003                          STATION DESCRIPTION
 NB2003
 NB2003'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB2003'IN RUSH ALONG PHELPS ROAD
 NB2003'
 NB2003'0.1 MILE SOUTHWEST OF RUSH LIMA ROAD (RT 15A)
 NB2003'
 NB2003'0.53 MILE NORTHWEST OF STATION KEYES 1969
 NB2003'
 NB2003'34.5 FEET SOUTH OF NORTH RANGE LINE OF HOUSE 44
 NB2003'
 NB2003'18.5 FEET WEST OF CENTER OF PHELPS ROAD
 NB2003'
 NB2003'86.9 FEET SOUTHWEST OF POLE RTC 3, NM 40-1/2
 NB2003'
 NB2003'48.6 FEET NORTHWEST OF SOUTH END AND
 NB2003'
 NB2003'38.0 FEET NORTHWEST OF NORTH END OF 12 INCH CULVERT UNDER DRIVEWAY
 NB2003'TO HOUSE 44.
 NB2003'
 NB2003'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB2003'STAMPED 1094-6 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1996 ***********************************************************************
 NB1996  DESIGNATION -  1097 NYGS 1969
 NB1996  PID         -  NB1996
 NB1996  STATE/COUNTY-  NY/MONROE
 NB1996  USGS QUAD   -  RUSH (1976)
 NB1996
 NB1996                         *CURRENT SURVEY CONTROL
 NB1996  ___________________________________________________________________
 NB1996* NAD 83(1996)-  42 56 50.25691(N)    077 40 25.58690(W)     ADJUSTED  
 NB1996* NAVD 88     -       221.92   (+/-2cm)     728.1    (feet)  VERTCON   
 NB1996  ___________________________________________________________________
 NB1996  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NB1996  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB1996
 NB1996  HORZ ORDER  -  SECOND
 NB1996  VERT ORDER  -  THIRD ? (See Below)
 NB1996
 NB1996.The horizontal coordinates were established by classical geodetic methods
 NB1996.and adjusted by the National Geodetic Survey in January 1999..
 NB1996
 NB1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1996.The vertical order pertains to the NGVD 29 superseded value.
 NB1996
 NB1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1996
 NB1996.The geoid height was determined by GEOID03.
 NB1996
 NB1996;                    North         East     Units Scale Factor Converg.
 NB1996;SPC NY W     -   327,716.547   424,225.288   MT  1.00000525   +0 37 11.0
 NB1996;SPC NY W     - 1,075,183.37  1,391,812.47   sFT  1.00000525   +0 37 11.0
 NB1996;UTM  18      - 4,758,430.833   281,873.097   MT  1.00018537   -1 49 20.7
 NB1996
 NB1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1996!SPC NY W     -   0.99997065  x   1.00000525  =   0.99997590
 NB1996!UTM  18      -   0.99997065  x   1.00018537  =   1.00015602
 NB1996
 NB1996                          SUPERSEDED SURVEY CONTROL
 NB1996
 NB1996  NAD 83(1986)-  42 56 50.26417(N)    077 40 25.58410(W) AD(       ) 2
 NB1996  NAD 27      -  42 56 50.03728(N)    077 40 26.57853(W) AD(       ) 2
 NB1996  NGVD 29 (07/19/86)  222.08   (m)          728.6    (f) LEVELING    3  
 NB1996
 NB1996.Superseded values are not recommended for survey control.
 NB1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1996.See file dsdata.txt to determine how the superseded data were derived.
 NB1996
 NB1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8187358431(NAD 83)
 NB1996_MARKER: DD = SURVEY DISK
 NB1996_SETTING: 0 = UNSPECIFIED SETTING
 NB1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1996
 NB1996  HISTORY     - Date     Condition        Report By
 NB1996  HISTORY     - 1936     MONUMENTED       NYGS
 NB1996  HISTORY     - 1969     GOOD             CGS
 NB1996  HISTORY     - 19910602 GOOD             USPSQD
 NB1996
 NB1996                          STATION DESCRIPTION
 NB1996
 NB1996'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB1996'IN RUSH, 0.25 MILE WEST OF WILKINSON ROAD, 22.8 FEET SOUTH OF
 NB1996'CENTER LINE OF HONEOYE FALLS ROAD, 124 FEET WEST OF 48-INCH
 NB1996'TWIN ELM, 121 FEET EAST OF NORTHEAST CORNER OF THE WILLIAM GUNTHER
 NB1996'HOUSE, AND 7.2 FEET NORTH OF INTERSECTION OF RIGHT-OF-WAY AND
 NB1996'GARDEN FENCES.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 NB1996'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB1996
 NB1996                          STATION RECOVERY (1969)
 NB1996
 NB1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB1996'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 NB1996'
 NB1996'IN MENDON ALONG HONEOYE FALLS ROAD (RT 6.)
 NB1996'
 NB1996'0.25 MILES WEST OF WILKINSON ROAD
 NB1996'
 NB1996'1.15 MILES NORTHEAST OF STATION FOGARTY 1969
 NB1996'
 NB1996'22.8 FEET SOUTH OF CENTERLINE OF HONEOYE FALLS ROAD
 NB1996'
 NB1996'6.1 FEET NORTH OF WITNESS POST
 NB1996'
 NB1996'6.3 FEET SOUTH OF NO. 1187 MAILBOX
 NB1996'
 NB1996'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB1996'STANDARD DISK IN CONCRETE FLUSH WITH GROUND AND STAMPED 1097, 1936.
 NB1996
 NB1996                          STATION RECOVERY (1991)
 NB1996
 NB1996'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2002 ***********************************************************************
 NB2002  DESIGNATION -  1098 MCGS 1969
 NB2002  PID         -  NB2002
 NB2002  STATE/COUNTY-  NY/MONROE
 NB2002  USGS QUAD   -  RUSH (1976)
 NB2002
 NB2002                         *CURRENT SURVEY CONTROL
 NB2002  ___________________________________________________________________
 NB2002* NAD 83(1996)-  42 56 51.60676(N)    077 41 12.83000(W)     ADJUSTED  
 NB2002* NAVD 88     -       206.7    (meters)     678.     (feet)  VERTCON   
 NB2002  ___________________________________________________________________
 NB2002  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NB2002  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NB2002
 NB2002  HORZ ORDER  -  SECOND
 NB2002
 NB2002.The horizontal coordinates were established by classical geodetic methods
 NB2002.and adjusted by the National Geodetic Survey in January 1999..
 NB2002
 NB2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2002
 NB2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2002
 NB2002.The geoid height was determined by GEOID03.
 NB2002
 NB2002;                    North         East     Units Scale Factor Converg.
 NB2002;SPC NY W     -   327,746.699   423,153.918   MT  1.00000331   +0 36 38.9
 NB2002;SPC NY W     - 1,075,282.29  1,388,297.48   sFT  1.00000331   +0 36 38.9
 NB2002;UTM  18      - 4,758,506.624   280,803.788   MT  1.00019112   -1 49 53.0
 NB2002
 NB2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2002!SPC NY W     -   0.99997303  x   1.00000331  =   0.99997634
 NB2002!UTM  18      -   0.99997303  x   1.00019112  =   1.00016415
 NB2002
 NB2002:                Primary Azimuth Mark                     Grid Az
 NB2002:SPC NY W     -  FOGARTY                                  217 10 51.9
 NB2002:UTM  18      -  FOGARTY                                  219 37 23.8
 NB2002
 NB2002|---------------------------------------------------------------------|
 NB2002| PID    Reference Object                     Distance      Geod. Az  |
 NB2002|                                                           dddmmss.s |
 NB2002| NB2000 FOGARTY                             APPROX. 1.0 KM 2174730.8 |
 NB2002|---------------------------------------------------------------------|
 NB2002
 NB2002                          SUPERSEDED SURVEY CONTROL
 NB2002
 NB2002  NAD 83(1986)-  42 56 51.61398(N)    077 41 12.82723(W) AD(       ) 2
 NB2002  NAD 27      -  42 56 51.38732(N)    077 41 13.82003(W) AD(       ) 2
 NB2002  NGVD 29 (07/19/86)  206.9    (m)          679.     (f) VERT ANG       
 NB2002
 NB2002.Superseded values are not recommended for survey control.
 NB2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2002.See file dsdata.txt to determine how the superseded data were derived.
 NB2002
 NB2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8080458507(NAD 83)
 NB2002_MARKER: DD = SURVEY DISK
 NB2002_SETTING: 0 = UNSPECIFIED SETTING
 NB2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2002
 NB2002  HISTORY     - Date     Condition        Report By
 NB2002  HISTORY     - 1969     MONUMENTED       NY-055
 NB2002
 NB2002                          STATION DESCRIPTION
 NB2002
 NB2002'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB2002'IN MENDON, ALONG HONEOYE FALLS ROAD (RT. 6)
 NB2002'
 NB2002'0.65 NORTHEAST OF STATION FOGARTY 1969
 NB2002'
 NB2002'0.6 MILE EAST OF WEST HENRIETTA ROAD RT. U.S. 15
 NB2002'
 NB2002'0.1 MILE WEST OF ROCHESTER BROOKS GUN CLUB, HOUSE 950
 NB2002'
 NB2002'14.6 FEET NORTH OF CENTER OF HONEOYE FALLS ROAD
 NB2002'
 NB2002'12.5 FEET SOUTH OF U.S. MARKER
 NB2002'
 NB2002'29.3 FEET SOUTHWEST OF POLE NLO. 16
 NB2002'
 NB2002'0.2 MILE EAST OF CULVERT
 NB2002'
 NB2002'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB2002'STAMPED 1098 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2004 ***********************************************************************
 NB2004  DESIGNATION -  1099 NYGS 1969
 NB2004  PID         -  NB2004
 NB2004  STATE/COUNTY-  NY/MONROE
 NB2004  USGS QUAD   -  RUSH (1976)
 NB2004
 NB2004                         *CURRENT SURVEY CONTROL
 NB2004  ___________________________________________________________________
 NB2004* NAD 83(1996)-  42 57 11.88900(N)    077 41 38.37535(W)     ADJUSTED  
 NB2004* NAVD 88     -       190.91   (+/-2cm)     626.3    (feet)  VERTCON   
 NB2004  ___________________________________________________________________
 NB2004  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 NB2004  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NB2004
 NB2004  HORZ ORDER  -  SECOND
 NB2004  VERT ORDER  -  THIRD ? (See Below)
 NB2004
 NB2004.The horizontal coordinates were established by classical geodetic methods
 NB2004.and adjusted by the National Geodetic Survey in January 1999..
 NB2004
 NB2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2004.The vertical order pertains to the NGVD 29 superseded value.
 NB2004
 NB2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2004
 NB2004.The geoid height was determined by GEOID03.
 NB2004
 NB2004;                    North         East     Units Scale Factor Converg.
 NB2004;SPC NY W     -   328,366.403   422,568.230   MT  1.00000226   +0 36 21.7
 NB2004;SPC NY W     - 1,077,315.44  1,386,375.93   sFT  1.00000226   +0 36 21.7
 NB2004;UTM  18      - 4,759,150.845   280,244.933   MT  1.00019414   -1 50 11.1
 NB2004
 NB2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2004!SPC NY W     -   0.99997552  x   1.00000226  =   0.99997778
 NB2004!UTM  18      -   0.99997552  x   1.00019414  =   1.00016965
 NB2004
 NB2004:                Primary Azimuth Mark                     Grid Az
 NB2004:SPC NY W     -  FOGARTY                                  181 11 34.6
 NB2004:UTM  18      -  FOGARTY                                  183 38 07.4
 NB2004
 NB2004|---------------------------------------------------------------------|
 NB2004| PID    Reference Object                     Distance      Geod. Az  |
 NB2004|                                                           dddmmss.s |
 NB2004| NB2000 FOGARTY                             APPROX. 1.4 KM 1814756.3 |
 NB2004|---------------------------------------------------------------------|
 NB2004
 NB2004                          SUPERSEDED SURVEY CONTROL
 NB2004
 NB2004  NAD 83(1986)-  42 57 11.89618(N)    077 41 38.37262(W) AD(       ) 2
 NB2004  NAD 27      -  42 57 11.66978(N)    077 41 39.36436(W) AD(       ) 2
 NB2004  NGVD 29 (07/19/86)  191.07   (m)          626.9    (f) LEVELING    3  
 NB2004
 NB2004.Superseded values are not recommended for survey control.
 NB2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2004.See file dsdata.txt to determine how the superseded data were derived.
 NB2004
 NB2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8024559151(NAD 83)
 NB2004_MARKER: DD = SURVEY DISK
 NB2004_SETTING: 0 = UNSPECIFIED SETTING
 NB2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2004
 NB2004  HISTORY     - Date     Condition        Report By
 NB2004  HISTORY     - 1936     MONUMENTED       NYGS
 NB2004  HISTORY     - 1969     GOOD             CGS
 NB2004
 NB2004                          STATION DESCRIPTION
 NB2004
 NB2004'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB2004'IN RUSH, 0.5 MILE NORTH OF HONEOYE FALLS ROAD, 26.2 FEET EAST
 NB2004'OF CENTER LINE OF WEST HENRIETTA ROAD (ROUTE 2), 165 FEET NORTH
 NB2004'OF NEW YORK STATE HIGHWAY STATION 340+00, 89.1 FEET SOUTH OF
 NB2004'TELEPHONE POLE 162, 42.4 FEET NORTH OF 12-INCH HICKORY TREE,
 NB2004'AND 17.3 FEET SOUTH OF INTERSECTION OF EAST RIGHT-OF-WAY AND
 NB2004'FARM FENCES.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 NB2004'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB2004
 NB2004                          STATION RECOVERY (1969)
 NB2004
 NB2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB2004'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 NB2004'
 NB2004'IN MENDON ALONG WEST HENRIETTA ROAD (RT 15)
 NB2004'
 NB2004'0.5 MILE NORTH OF HONEOYE FALLS ROAD (RT. 6)
 NB2004'
 NB2004'25.5 FEET EAST OF CENTER OF WEST HENRIETTA ROAD
 NB2004'
 NB2004'0.7 FEET WEST OF WITNESS POST
 NB2004'
 NB2004'30.5 FEET NORTH OF POLE 50 305
 NB2004'
 NB2004'0.9 MILE NORTH OF STATION FOGARTY 1969
 NB2004'
 NB2004'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 NB2004'SURVEY STANDARD DISK IN CONCRETE STAMPED 1099, 1936 AND FLUSH
 NB2004'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4839 ***********************************************************************
 KU4839  DESIGNATION -  10E 02N
 KU4839  PID         -  KU4839
 KU4839  STATE/COUNTY-  NY/NASSAU
 KU4839  USGS QUAD   -  JONES INLET (1975)
 KU4839
 KU4839                         *CURRENT SURVEY CONTROL
 KU4839  ___________________________________________________________________
 KU4839* NAD 83(1996)-  40 35 23.19861(N)    073 35 40.97305(W)     ADJUSTED  
 KU4839* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 KU4839  ___________________________________________________________________
 KU4839  X           -   1,369,879.163 (meters)                     COMP
 KU4839  Y           -  -4,652,865.432 (meters)                     COMP
 KU4839  Z           -   4,127,916.666 (meters)                     COMP
 KU4839  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU4839  ELLIP HEIGHT-         -29.04  (meters)          (12/03/02) GPS OBS
 KU4839  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU4839
 KU4839  HORZ ORDER  -  FIRST
 KU4839  ELLP ORDER  -  FOURTH    CLASS II
 KU4839
 KU4839.The horizontal coordinates were established by GPS observations
 KU4839.and adjusted by the National Geodetic Survey in January 1999..
 KU4839
 KU4839.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4839
 KU4839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4839
 KU4839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4839
 KU4839.The ellipsoidal height was determined by GPS observations
 KU4839.and is referenced to NAD 83.
 KU4839
 KU4839.The geoid height was determined by GEOID03.
 KU4839
 KU4839;                    North         East     Units Scale Factor Converg.
 KU4839;SPC NY L     -    47,063.842   334,309.340   MT  1.00000517   +0 15 54.3
 KU4839;SPC NY L     -   154,408.62  1,096,813.23   sFT  1.00000517   +0 15 54.3
 KU4839;UTM  18      - 4,494,169.044   618,918.211   MT  0.99977407   +0 54 52.0
 KU4839
 KU4839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4839!SPC NY L     -   1.00000456  x   1.00000517  =   1.00000973
 KU4839!UTM  18      -   1.00000456  x   0.99977407  =   0.99977862
 KU4839
 KU4839|---------------------------------------------------------------------|
 KU4839| PID    Reference Object                     Distance      Geod. Az  |
 KU4839|                                                           dddmmss.s |
 KU4839| KU4857 10E 02N AZ                          240.274 METERS 08345     |
 KU4839|---------------------------------------------------------------------|
 KU4839
 KU4839                          SUPERSEDED SURVEY CONTROL
 KU4839
 KU4839  ELLIP H (01/11/99)  -29.04   (m)                       GP(       ) 4 1
 KU4839  NAD 83(1986)-  40 35 23.20158(N)    073 35 40.97209(W) AD(       ) 1
 KU4839  NGVD 29 (03/24/92)    3.1    (m)           10.     (f) GPS OBS        
 KU4839
 KU4839.Superseded values are not recommended for survey control.
 KU4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4839.See file dsdata.txt to determine how the superseded data were derived.
 KU4839
 KU4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1891894169(NAD 83)
 KU4839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4839_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4839_STAMPING: 10E02N
 KU4839_MARK LOGO: NYDPW 
 KU4839_PROJECTION: RECESSED 8 CENTIMETERS
 KU4839_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4839+STABILITY: POSITION/ELEVATION WELL
 KU4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4839+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 KU4839_ROD/PIPE-DEPTH: 23.0 meters
 KU4839_SLEEVE-DEPTH  : 1.52 meters
 KU4839
 KU4839  HISTORY     - Date     Condition        Report By
 KU4839  HISTORY     - 1988     MONUMENTED       SBAS
 KU4839  HISTORY     - 19891102 GOOD
 KU4839
 KU4839                          STATION DESCRIPTION
 KU4839
 KU4839'DESCRIBED BY SIDNEY B BOWNE AND SON 1988
 KU4839'THE POINT IS LOCATED IN POINT LOOKOUT, TOWN OF HEMPSTEAD, IN POINT
 KU4839'LOOKOUT PARK, 0.5 MILES (0.8 KM) WEST OF THE LOOP PARKWAY,0.2 MILES
 KU4839'SOUTH OF LIDO BOULEVARD ALONG THE PARK SERVICE ROAD,0.1 MILES EAST
 KU4839'ALONG THE PARK SERVICE ROAD,27 FEET SOUTH OF THE CENTERLINE OF THE
 KU4839'PARK SERVICE ROAD AND 58 FEET (17.7 M) EAST OF THE GUARD BOOTH
 KU4839'ENTRANCE,IN THE GRASS AREA BEHIND THE SIDEWALK.
 KU4839'THE LOCATION TIES ARE 12.0 FEET (3.7 M) FROM THE FACE OF THE CURB,
 KU4839'76.0 FEET (23.2 M) FROM THE EASTERLY LIGHT POLE AND 21.8 FEET
 KU4839'(6.6 M) FROM THE WESTERLY LIGHT POLE.
 KU4839
 KU4839                          STATION RECOVERY (1989)
 KU4839
 KU4839'RECOVERED 1989
 KU4839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4857 ***********************************************************************
 KU4857  DESIGNATION -  10E 02N AZ
 KU4857  PID         -  KU4857
 KU4857  STATE/COUNTY-  NY/NASSAU
 KU4857  USGS QUAD   -  JONES INLET (1975)
 KU4857
 KU4857                         *CURRENT SURVEY CONTROL
 KU4857  ___________________________________________________________________
 KU4857* NAD 83(1996)-  40 35 24.04592(N)    073 35 30.81585(W)     ADJUSTED  
 KU4857* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KU4857  ___________________________________________________________________
 KU4857  X           -   1,370,103.451 (meters)                     COMP
 KU4857  Y           -  -4,652,781.554 (meters)                     COMP
 KU4857  Z           -   4,127,936.422 (meters)                     COMP
 KU4857  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU4857  ELLIP HEIGHT-         -29.18  (meters)          (12/03/02) GPS OBS
 KU4857  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU4857
 KU4857  HORZ ORDER  -  FIRST
 KU4857  ELLP ORDER  -  FOURTH    CLASS II
 KU4857
 KU4857.The horizontal coordinates were established by GPS observations
 KU4857.and adjusted by the National Geodetic Survey in January 1999..
 KU4857
 KU4857.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4857
 KU4857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4857
 KU4857.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4857
 KU4857.The ellipsoidal height was determined by GPS observations
 KU4857.and is referenced to NAD 83.
 KU4857
 KU4857.The geoid height was determined by GEOID03.
 KU4857
 KU4857;                    North         East     Units Scale Factor Converg.
 KU4857;SPC NY L     -    47,091.087   334,548.065   MT  1.00000515   +0 16 01.0
 KU4857;SPC NY L     -   154,498.01  1,097,596.44   sFT  1.00000515   +0 16 01.0
 KU4857;UTM  18      - 4,494,198.986   619,156.557   MT  0.99977477   +0 54 58.6
 KU4857
 KU4857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4857!SPC NY L     -   1.00000458  x   1.00000515  =   1.00000973
 KU4857!UTM  18      -   1.00000458  x   0.99977477  =   0.99977935
 KU4857
 KU4857|---------------------------------------------------------------------|
 KU4857| PID    Reference Object                     Distance      Geod. Az  |
 KU4857|                                                           dddmmss.s |
 KU4857| KU4839 10E 02N                             240.274 METERS 26345     |
 KU4857|---------------------------------------------------------------------|
 KU4857
 KU4857                          SUPERSEDED SURVEY CONTROL
 KU4857
 KU4857  ELLIP H (01/11/99)  -29.18   (m)                       GP(       ) 4 1
 KU4857  NAD 83(1986)-  40 35 24.04892(N)    073 35 30.81486(W) AD(       ) 1
 KU4857  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4857
 KU4857.Superseded values are not recommended for survey control.
 KU4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4857.See file dsdata.txt to determine how the superseded data were derived.
 KU4857
 KU4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1915794199(NAD 83)
 KU4857_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4857_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4857_STAMPING: 10E02NAZ
 KU4857_MARK LOGO: NYDPW 
 KU4857_PROJECTION: RECESSED 8 CENTIMETERS
 KU4857_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4857+STABILITY: POSITION/ELEVATION WELL
 KU4857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4857+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 KU4857_ROD/PIPE-DEPTH: 20.6 meters
 KU4857_SLEEVE-DEPTH  : 1.52 meters
 KU4857
 KU4857  HISTORY     - Date     Condition        Report By
 KU4857  HISTORY     - 1988     MONUMENTED       SBAS
 KU4857  HISTORY     - 19900416 GOOD
 KU4857
 KU4857                          STATION DESCRIPTION
 KU4857
 KU4857'DESCRIBED BY SIDNEY B BOWNE AND SON 1988
 KU4857'THE POINT IS LOCATED IN POINT LOOKOUT, TOWN OF HEMPSTEAD, IN THE POINT
 KU4857'LOOKOUT PARK,0.3 MILES SOUTH ALONG PARK ENTRANCE ROAD FROM THE
 KU4857'INTERSECTION OF LIDO BOULEVARD AND THE LOOP PARKWAY,0.1 MILE WEST
 KU4857'ALONG THE PARK SERVICE ROAD, 25 FEET (7.6 M) NORTH OF THE CENTERLINE
 KU4857'OF THE PARK SERVICE ROAD,IN THE GRASS AREA BEHIND THE CURB.
 KU4857'THE LOCATION TIES ARE 61.3 FEET (18.7 M) FROM THE DRAIN MANHOLE, 36.7
 KU4857'FEET (11.2 M) FROM THE SOUTH WEST CORNER OF THE FRAME BUILDING AND
 KU4857'59.5 FEET (18.1 M) FROM THE MANHOLE IN THE CONCRETE WALK.
 KU4857
 KU4857                          STATION RECOVERY (1990)
 KU4857
 KU4857'RECOVERED 1990
 KU4857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4840 ***********************************************************************
 KU4840  DESIGNATION -  10E 05N
 KU4840  PID         -  KU4840
 KU4840  STATE/COUNTY-  NY/NASSAU
 KU4840  USGS QUAD   -  FREEPORT (1979)
 KU4840
 KU4840                         *CURRENT SURVEY CONTROL
 KU4840  ___________________________________________________________________
 KU4840* NAD 83(1996)-  40 37 31.37138(N)    073 35 39.64363(W)     ADJUSTED  
 KU4840* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 KU4840  ___________________________________________________________________
 KU4840  X           -   1,369,181.952 (meters)                     COMP
 KU4840  Y           -  -4,650,386.689 (meters)                     COMP
 KU4840  Z           -   4,130,916.975 (meters)                     COMP
 KU4840  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 KU4840  ELLIP HEIGHT-         -30.92  (meters)          (12/03/02) GPS OBS
 KU4840  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4840
 KU4840  HORZ ORDER  -  FIRST
 KU4840  ELLP ORDER  -  FOURTH    CLASS II
 KU4840
 KU4840.The horizontal coordinates were established by GPS observations
 KU4840.and adjusted by the National Geodetic Survey in January 1999..
 KU4840
 KU4840.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4840
 KU4840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4840
 KU4840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4840
 KU4840.The ellipsoidal height was determined by GPS observations
 KU4840.and is referenced to NAD 83.
 KU4840
 KU4840.The geoid height was determined by GEOID03.
 KU4840
 KU4840;                    North         East     Units Scale Factor Converg.
 KU4840;SPC NY L     -    51,017.603   334,322.292   MT  1.00000255   +0 15 55.2
 KU4840;SPC NY L     -   167,380.25  1,096,855.72   sFT  1.00000255   +0 15 55.2
 KU4840;UTM  18      - 4,498,121.789   618,886.339   MT  0.99977397   +0 54 55.2
 KU4840
 KU4840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4840!SPC NY L     -   1.00000485  x   1.00000255  =   1.00000740
 KU4840!UTM  18      -   1.00000485  x   0.99977397  =   0.99977882
 KU4840
 KU4840:                Primary Azimuth Mark                     Grid Az
 KU4840:SPC NY L     -  10E 05N AZ                               340 28 58.3
 KU4840:UTM  18      -  10E 05N AZ                               339 49 58.3
 KU4840
 KU4840|---------------------------------------------------------------------|
 KU4840| PID    Reference Object                     Distance      Geod. Az  |
 KU4840|                                                           dddmmss.s |
 KU4840| KU4858 10E 05N AZ                          APPROX. 0.6 KM 3404453.5 |
 KU4840|---------------------------------------------------------------------|
 KU4840
 KU4840                          SUPERSEDED SURVEY CONTROL
 KU4840
 KU4840  ELLIP H (01/11/99)  -30.91   (m)                       GP(       ) 4 1
 KU4840  NAD 83(1996)-  40 37 31.37473(N)    073 35 39.64237(W) AD(       ) 1
 KU4840  NAD 83(1992)-  40 37 31.37467(N)    073 35 39.64228(W) AD(       ) 1
 KU4840  NAD 83(1986)-  40 37 31.37491(N)    073 35 39.64248(W) AD(       ) 1
 KU4840  NGVD 29 (03/24/92)    1.1    (m)            4.     (f) GPS OBS        
 KU4840
 KU4840.Superseded values are not recommended for survey control.
 KU4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4840.See file dsdata.txt to determine how the superseded data were derived.
 KU4840
 KU4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1888698122(NAD 83)
 KU4840_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4840_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4840_STAMPING: 10E05N
 KU4840_MARK LOGO: NYDPW 
 KU4840_PROJECTION: RECESSED 8 CENTIMETERS
 KU4840_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4840+STABILITY: POSITION/ELEVATION WELL
 KU4840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4840+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 KU4840_ROD/PIPE-DEPTH: 20.6 meters
 KU4840_SLEEVE-DEPTH  : 1.52 meters
 KU4840
 KU4840  HISTORY     - Date     Condition        Report By
 KU4840  HISTORY     - 1990     MONUMENTED       SBAS
 KU4840  HISTORY     - 19910312 GOOD
 KU4840
 KU4840                          STATION DESCRIPTION
 KU4840
 KU4840'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4840'THE POINT IS LOCATED IN BALDWIN HARBOR, TOWN OF HEMPSTEAD, 123 FEET
 KU4840'(37.5 M) SOUTH OF THE CENTERLINE OF BAY FRONT DRIVE AND 4 FEET
 KU4840'(1.2 M) WEST OF THE CENTERLINE OF COLONY DRIVE,IN THE PAVED ROADWAY.
 KU4840'THE LOCATION TIES ARE 7.5 FEET (2.3 M) FROM THE CENTER OF THE SEWER
 KU4840'MANHOLE, 18.8 FEET (5.7 M) FROM THE CENTER OF THE UTILITY POLE AND
 KU4840'27.6 FEET (8.4 M) FROM THE CENTER OF THE WATER VALVE OF HOUSE NUMBER
 KU4840'3522.
 KU4840
 KU4840                          STATION RECOVERY (1991)
 KU4840
 KU4840'RECOVERED 1991
 KU4840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4858 ***********************************************************************
 KU4858  DESIGNATION -  10E 05N AZ
 KU4858  PID         -  KU4858
 KU4858  STATE/COUNTY-  NY/NASSAU
 KU4858  USGS QUAD   -  FREEPORT (1979)
 KU4858
 KU4858                         *CURRENT SURVEY CONTROL
 KU4858  ___________________________________________________________________
 KU4858* NAD 83(1996)-  40 37 50.38402(N)    073 35 48.35932(W)     ADJUSTED  
 KU4858* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 KU4858  ___________________________________________________________________
 KU4858  X           -   1,368,877.753 (meters)                     COMP
 KU4858  Y           -  -4,650,078.695 (meters)                     COMP
 KU4858  Z           -   4,131,362.512 (meters)                     COMP
 KU4858  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4858  ELLIP HEIGHT-         -30.25  (meters)          (12/03/02) GPS OBS
 KU4858  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU4858
 KU4858  HORZ ORDER  -  FIRST
 KU4858  ELLP ORDER  -  FOURTH    CLASS II
 KU4858
 KU4858.The horizontal coordinates were established by GPS observations
 KU4858.and adjusted by the National Geodetic Survey in January 1999..
 KU4858
 KU4858.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4858
 KU4858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4858
 KU4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4858
 KU4858.The ellipsoidal height was determined by GPS observations
 KU4858.and is referenced to NAD 83.
 KU4858
 KU4858.The geoid height was determined by GEOID03.
 KU4858
 KU4858;                    North         East     Units Scale Factor Converg.
 KU4858;SPC NY L     -    51,603.122   334,114.752   MT  1.00000220   +0 15 49.5
 KU4858;SPC NY L     -   169,301.24  1,096,174.82   sFT  1.00000220   +0 15 49.5
 KU4858;UTM  18      - 4,498,704.783   618,672.218   MT  0.99977335   +0 54 49.9
 KU4858
 KU4858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4858!SPC NY L     -   1.00000475  x   1.00000220  =   1.00000695
 KU4858!UTM  18      -   1.00000475  x   0.99977335  =   0.99977809
 KU4858
 KU4858:                Primary Azimuth Mark                     Grid Az
 KU4858:SPC NY L     -  10E 05N                                  160 28 58.3
 KU4858:UTM  18      -  10E 05N                                  159 49 57.9
 KU4858
 KU4858|---------------------------------------------------------------------|
 KU4858| PID    Reference Object                     Distance      Geod. Az  |
 KU4858|                                                           dddmmss.s |
 KU4858| KU4840 10E 05N                             APPROX. 0.6 KM 1604447.8 |
 KU4858| KU4841 10E 06N                             APPROX. 1.4 KM 3551955.3 |
 KU4858|---------------------------------------------------------------------|
 KU4858
 KU4858                          SUPERSEDED SURVEY CONTROL
 KU4858
 KU4858  ELLIP H (01/11/99)  -30.25   (m)                       GP(       ) 4 1
 KU4858  NAD 83(1996)-  40 37 50.38736(N)    073 35 48.35807(W) AD(       ) 1
 KU4858  NAD 83(1992)-  40 37 50.38730(N)    073 35 48.35796(W) AD(       ) 1
 KU4858  NAD 83(1986)-  40 37 50.38756(N)    073 35 48.35829(W) AD(       ) 1
 KU4858  NGVD 29 (03/24/92)    1.8    (m)            6.     (f) GPS OBS        
 KU4858
 KU4858.Superseded values are not recommended for survey control.
 KU4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4858.See file dsdata.txt to determine how the superseded data were derived.
 KU4858
 KU4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1867298705(NAD 83)
 KU4858_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4858_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4858_STAMPING: 10E05NAZ
 KU4858_MARK LOGO: NYDPW 
 KU4858_PROJECTION: RECESSED 8 CENTIMETERS
 KU4858_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4858+STABILITY: POSITION/ELEVATION WELL
 KU4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4858+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1991
 KU4858_ROD/PIPE-DEPTH: 20.0 meters
 KU4858_SLEEVE-DEPTH  : 1.52 meters
 KU4858
 KU4858  HISTORY     - Date     Condition        Report By
 KU4858  HISTORY     - 1990     MONUMENTED       SBAS
 KU4858  HISTORY     - 19910307 GOOD
 KU4858
 KU4858                          STATION DESCRIPTION
 KU4858
 KU4858'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4858'THE POINT IS LOCATED IN BALDWIN HARBOR, TOWN OF HEMPSTEAD, 273 FEET
 KU4858'(83.2 M) SOUTH OF THE CENTERLINE OF BAY FRONT DRIVE AND 21 FEET
 KU4858'(6.4 M) EAST OF THE CENTERLINE OF COLONY DRIVE,IN THE GRASS AREA
 KU4858'ADJACENT TO THE CURB.
 KU4858'THE LOCATION TIES ARE 47.8 FEET (14.6 M) FROM THE CENTER OF THE SEWER
 KU4858'MANHOLE, 20.8 FEET (6.3 M) FROM THE WATER VALVE OF HOUSE NUMBER 3325
 KU4858'AND 40.5 FEET (12.3 M) FROM THE END OF THE CHAIN LINK FENCE BETWEEN
 KU4858'HOUSES NUMBER 3325 AND 3355.
 KU4858
 KU4858                          STATION RECOVERY (1991)
 KU4858
 KU4858'RECOVERED 1991
 KU4858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4841 ***********************************************************************
 KU4841  DESIGNATION -  10E 06N
 KU4841  PID         -  KU4841
 KU4841  STATE/COUNTY-  NY/NASSAU
 KU4841  USGS QUAD   -  FREEPORT (1979)
 KU4841
 KU4841                         *CURRENT SURVEY CONTROL
 KU4841  ___________________________________________________________________
 KU4841* NAD 83(1996)-  40 38 35.68361(N)    073 35 53.21517(W)     ADJUSTED  
 KU4841* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 KU4841  ___________________________________________________________________
 KU4841  X           -   1,368,511.557 (meters)                     COMP
 KU4841  Y           -  -4,649,238.751 (meters)                     COMP
 KU4841  Z           -   4,132,423.607 (meters)                     COMP
 KU4841  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KU4841  ELLIP HEIGHT-         -29.12  (meters)          (12/03/02) GPS OBS
 KU4841  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU4841
 KU4841  HORZ ORDER  -  FIRST
 KU4841  ELLP ORDER  -  FOURTH    CLASS II
 KU4841
 KU4841.The horizontal coordinates were established by GPS observations
 KU4841.and adjusted by the National Geodetic Survey in January 1999..
 KU4841
 KU4841.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4841
 KU4841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4841
 KU4841.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4841
 KU4841.The ellipsoidal height was determined by GPS observations
 KU4841.and is referenced to NAD 83.
 KU4841
 KU4841.The geoid height was determined by GEOID03.
 KU4841
 KU4841;                    North         East     Units Scale Factor Converg.
 KU4841;SPC NY L     -    52,999.913   333,994.226   MT  1.00000138   +0 15 46.3
 KU4841;SPC NY L     -   173,883.88  1,095,779.39   sFT  1.00000138   +0 15 46.3
 KU4841;UTM  18      - 4,500,099.797   618,535.879   MT  0.99977295   +0 54 47.6
 KU4841
 KU4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4841!SPC NY L     -   1.00000457  x   1.00000138  =   1.00000595
 KU4841!UTM  18      -   1.00000457  x   0.99977295  =   0.99977752
 KU4841
 KU4841:                Primary Azimuth Mark                     Grid Az
 KU4841:SPC NY L     -  10E 05N AZ                               175 04 05.8
 KU4841:UTM  18      -  10E 05N AZ                               174 25 04.5
 KU4841
 KU4841|---------------------------------------------------------------------|
 KU4841| PID    Reference Object                     Distance      Geod. Az  |
 KU4841|                                                           dddmmss.s |
 KU4841| KU4858 10E 05N AZ                          APPROX. 1.4 KM 1751952.1 |
 KU4841| KU4859 10E 06N AZ                          217.116 METERS 29113     |
 KU4841| KU4842 10E 07N                             APPROX. 1.5 KM 3503823.9 |
 KU4841|---------------------------------------------------------------------|
 KU4841
 KU4841                          SUPERSEDED SURVEY CONTROL
 KU4841
 KU4841  ELLIP H (01/11/99)  -29.12   (m)                       GP(       ) 4 1
 KU4841  NAD 83(1996)-  40 38 35.68696(N)    073 35 53.21396(W) AD(       ) 1
 KU4841  NAD 83(1992)-  40 38 35.68691(N)    073 35 53.21383(W) AD(       ) 1
 KU4841  NAD 83(1986)-  40 38 35.68711(N)    073 35 53.21431(W) AD(       ) 1
 KU4841  NGVD 29 (03/24/92)    2.9    (m)           10.     (f) GPS OBS        
 KU4841
 KU4841.Superseded values are not recommended for survey control.
 KU4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4841.See file dsdata.txt to determine how the superseded data were derived.
 KU4841
 KU4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1853600100(NAD 83)
 KU4841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4841_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4841_STAMPING: 10E06N
 KU4841_MARK LOGO: NYDPW 
 KU4841_PROJECTION: RECESSED 8 CENTIMETERS
 KU4841_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4841+STABILITY: POSITION/ELEVATION WELL
 KU4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4841+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4841_ROD/PIPE-DEPTH: 20.6 meters
 KU4841_SLEEVE-DEPTH  : 1.52 meters
 KU4841
 KU4841  HISTORY     - Date     Condition        Report By
 KU4841  HISTORY     - 1989     MONUMENTED       SBAS
 KU4841
 KU4841                          STATION DESCRIPTION
 KU4841
 KU4841'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4841'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD,IN MILLBURN CREEK
 KU4841'PARK,315 FEET WEST OF THE CENTERLINE OF WEST END AVENUE AND 112 FEET
 KU4841'(34.1 M) NORTH OF THE CENTER OF THE DOUBLE YELLOW LINE OF ATLANTIC
 KU4841'AVENUE,IN THE GRASS AREA ADJACENT TO THE ASPHALT SIDEWALK.
 KU4841'THE LOCATION TIES ARE 92.3 FEET (28.1 M) FROM THE LIGHT POLE, 52.0
 KU4841'FEET (15.8 M) FROM THE CURB AT THE SOUTH EAST CORNER OF THE PARKING
 KU4841'LOT AND 80.1 FEET (24.4 M) FROM THE DRAIN MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4859 ***********************************************************************
 KU4859  DESIGNATION -  10E 06N AZ
 KU4859  PID         -  KU4859
 KU4859  STATE/COUNTY-  NY/NASSAU
 KU4859  USGS QUAD   -  FREEPORT (1979)
 KU4859
 KU4859                         *CURRENT SURVEY CONTROL
 KU4859  ___________________________________________________________________
 KU4859* NAD 83(1996)-  40 38 38.23039(N)    073 36 01.82950(W)     ADJUSTED  
 KU4859* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 KU4859  ___________________________________________________________________
 KU4859  X           -   1,368,302.686 (meters)                     COMP
 KU4859  Y           -  -4,649,245.947 (meters)                     COMP
 KU4859  Z           -   4,132,482.441 (meters)                     COMP
 KU4859  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KU4859  ELLIP HEIGHT-         -30.31  (meters)          (12/03/02) GPS OBS
 KU4859  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU4859
 KU4859  HORZ ORDER  -  FIRST
 KU4859  ELLP ORDER  -  FOURTH    CLASS II
 KU4859
 KU4859.The horizontal coordinates were established by GPS observations
 KU4859.and adjusted by the National Geodetic Survey in January 1999..
 KU4859
 KU4859.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4859
 KU4859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4859
 KU4859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4859
 KU4859.The ellipsoidal height was determined by GPS observations
 KU4859.and is referenced to NAD 83.
 KU4859
 KU4859.The geoid height was determined by GEOID03.
 KU4859
 KU4859;                    North         East     Units Scale Factor Converg.
 KU4859;SPC NY L     -    53,077.545   333,791.463   MT  1.00000134   +0 15 40.7
 KU4859;SPC NY L     -   174,138.58  1,095,114.16   sFT  1.00000134   +0 15 40.7
 KU4859;UTM  18      - 4,500,175.105   618,332.295   MT  0.99977235   +0 54 42.0
 KU4859
 KU4859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4859!SPC NY L     -   1.00000475  x   1.00000134  =   1.00000609
 KU4859!UTM  18      -   1.00000475  x   0.99977235  =   0.99977710
 KU4859
 KU4859|---------------------------------------------------------------------|
 KU4859| PID    Reference Object                     Distance      Geod. Az  |
 KU4859|                                                           dddmmss.s |
 KU4859| KU4841 10E 06N                             217.116 METERS 11113     |
 KU4859|---------------------------------------------------------------------|
 KU4859
 KU4859                          SUPERSEDED SURVEY CONTROL
 KU4859
 KU4859  ELLIP H (01/11/99)  -30.30   (m)                       GP(       ) 4 1
 KU4859  NAD 83(1996)-  40 38 38.23371(N)    073 36 01.82827(W) AD(       ) 1
 KU4859  NAD 83(1992)-  40 38 38.23365(N)    073 36 01.82813(W) AD(       ) 1
 KU4859  NAD 83(1986)-  40 38 38.23389(N)    073 36 01.82869(W) AD(       ) 1
 KU4859  NGVD 29 (03/24/92)    1.7    (m)            6.     (f) GPS OBS        
 KU4859
 KU4859.Superseded values are not recommended for survey control.
 KU4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4859.See file dsdata.txt to determine how the superseded data were derived.
 KU4859
 KU4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1833200175(NAD 83)
 KU4859_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4859_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4859_STAMPING: 10E06NAZ
 KU4859_MARK LOGO: NYDPW 
 KU4859_PROJECTION: RECESSED 8 CENTIMETERS
 KU4859_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4859+STABILITY: POSITION/ELEVATION WELL
 KU4859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4859+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1990
 KU4859_ROD/PIPE-DEPTH: 20.6 meters
 KU4859_SLEEVE-DEPTH  : 1.52 meters
 KU4859
 KU4859  HISTORY     - Date     Condition        Report By
 KU4859  HISTORY     - 1989     MONUMENTED       SBAS
 KU4859  HISTORY     - 19900328 GOOD
 KU4859
 KU4859                          STATION DESCRIPTION
 KU4859
 KU4859'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4859'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD,IN MILLBURN CREEK
 KU4859'PARK,73 FEET WEST OF THE CENTERLINE OF BROOKSIDE AVENUE AND 126 FEET
 KU4859'(38.4 M) SOUTH OF THE CENTERLINE OF SOUTHSIDE AVENUE,IN THE ASPHALT
 KU4859'PAVEMENT BETWEEN THE BULKHEAD AND THE ROADWAY.
 KU4859'THE LOCATION TIES ARE 46.5 FEET (14.2 M) FROM THE NORTH EAST CORNER OF
 KU4859'THE BULKHEAD, 28.6 FEET (8.7 M) FROM THE NORTH EAST CORNER OF THE
 KU4859'CATCH BASIN AND 36.2 FEET (11.0 M) FROM THE CORNER OF THE CURB AT THE
 KU4859'CUL-DE-SAC.
 KU4859
 KU4859                          STATION RECOVERY (1990)
 KU4859
 KU4859'RECOVERED 1990
 KU4859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4842 ***********************************************************************
 KU4842  DESIGNATION -  10E 07N
 KU4842  PID         -  KU4842
 KU4842  STATE/COUNTY-  NY/NASSAU
 KU4842  USGS QUAD   -  FREEPORT (1979)
 KU4842
 KU4842                         *CURRENT SURVEY CONTROL
 KU4842  ___________________________________________________________________
 KU4842* NAD 83(1996)-  40 39 22.84163(N)    073 36 03.42190(W)     ADJUSTED  
 KU4842* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 KU4842  ___________________________________________________________________
 KU4842  X           -   1,368,014.511 (meters)                     COMP
 KU4842  Y           -  -4,648,399.277 (meters)                     COMP
 KU4842  Z           -   4,133,528.932 (meters)                     COMP
 KU4842  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4842  ELLIP HEIGHT-         -26.55  (meters)          (12/03/02) GPS OBS
 KU4842  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU4842
 KU4842  HORZ ORDER  -  FIRST
 KU4842  ELLP ORDER  -  FOURTH    CLASS II
 KU4842
 KU4842.The horizontal coordinates were established by GPS observations
 KU4842.and adjusted by the National Geodetic Survey in January 1999..
 KU4842
 KU4842.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4842
 KU4842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4842
 KU4842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4842
 KU4842.The ellipsoidal height was determined by GPS observations
 KU4842.and is referenced to NAD 83.
 KU4842
 KU4842.The geoid height was determined by GEOID03.
 KU4842
 KU4842;                    North         East     Units Scale Factor Converg.
 KU4842;SPC NY L     -    54,453.459   333,747.779   MT  1.00000059   +0 15 39.6
 KU4842;SPC NY L     -   178,652.72  1,094,970.84   sFT  1.00000059   +0 15 39.6
 KU4842;UTM  18      - 4,501,550.120   618,273.007   MT  0.99977218   +0 54 41.8
 KU4842
 KU4842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4842!SPC NY L     -   1.00000416  x   1.00000059  =   1.00000475
 KU4842!UTM  18      -   1.00000416  x   0.99977218  =   0.99977634
 KU4842
 KU4842|---------------------------------------------------------------------|
 KU4842| PID    Reference Object                     Distance      Geod. Az  |
 KU4842|                                                           dddmmss.s |
 KU4842| KU4860 10E 07N AZ                          314.189 METERS 18841     |
 KU4842|---------------------------------------------------------------------|
 KU4842
 KU4842                          SUPERSEDED SURVEY CONTROL
 KU4842
 KU4842  ELLIP H (01/11/99)  -26.55   (m)                       GP(       ) 4 1
 KU4842  NAD 83(1996)-  40 39 22.84489(N)    073 36 03.42066(W) AD(       ) 1
 KU4842  NAD 83(1992)-  40 39 22.84480(N)    073 36 03.42050(W) AD(       ) 1
 KU4842  NAD 83(1986)-  40 39 22.84518(N)    073 36 03.42106(W) AD(       ) 1
 KU4842  NGVD 29 (03/24/92)    5.4    (m)           18.     (f) GPS OBS        
 KU4842
 KU4842.Superseded values are not recommended for survey control.
 KU4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4842.See file dsdata.txt to determine how the superseded data were derived.
 KU4842
 KU4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1827301550(NAD 83)
 KU4842_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4842_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4842_STAMPING: 10E07N
 KU4842_MARK LOGO: NYDPW 
 KU4842_PROJECTION: RECESSED 8 CENTIMETERS
 KU4842_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4842+STABILITY: POSITION/ELEVATION WELL
 KU4842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4842+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1991
 KU4842_ROD/PIPE-DEPTH: 20.6 meters
 KU4842_SLEEVE-DEPTH  : 1.52 meters
 KU4842
 KU4842  HISTORY     - Date     Condition        Report By
 KU4842  HISTORY     - 1990     MONUMENTED       SBAS
 KU4842  HISTORY     - 19910307 GOOD
 KU4842
 KU4842                          STATION DESCRIPTION
 KU4842
 KU4842'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4842'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 36 FEET (11.0 M)
 KU4842'NORTH OF THE CENTERLINE OF THE WESTBOUND SUNRISE HIGHWAY AND ON THE
 KU4842'CENTERLINE OF BROOKSIDE AVENUE,IN THE GRASS AREA OF THE MEDIAN.
 KU4842'THE LOCATION TIES ARE 37.0 FEET (11.3 M) FROM THE CENTER OF THE
 KU4842'HYDRANT, 32.7 FEET (10.0 M) FROM THE SOUTH WEST CORNER OF THE UTILITY
 KU4842'CASTING IN THE NORTH BOUND LANES OF BROOKSIDE AVENUE AND 14.9 FEET
 KU4842'(4.5 M) FROM THE NORTH EAST CORNER OF THE UTILITY CASTING IN THE
 KU4842'SOUTH BOUND LANES OF BROOKSIDE AVENUE.
 KU4842
 KU4842                          STATION RECOVERY (1991)
 KU4842
 KU4842'RECOVERED 1991
 KU4842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4860 ***********************************************************************
 KU4860  DESIGNATION -  10E 07N AZ
 KU4860  PID         -  KU4860
 KU4860  STATE/COUNTY-  NY/NASSAU
 KU4860  USGS QUAD   -  FREEPORT (1979)
 KU4860
 KU4860                         *CURRENT SURVEY CONTROL
 KU4860  ___________________________________________________________________
 KU4860* NAD 83(1996)-  40 39 12.77295(N)    073 36 05.44243(W)     ADJUSTED  
 KU4860* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 KU4860  ___________________________________________________________________
 KU4860  X           -   1,368,025.829 (meters)                     COMP
 KU4860  Y           -  -4,648,605.867 (meters)                     COMP
 KU4860  Z           -   4,133,292.483 (meters)                     COMP
 KU4860  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4860  ELLIP HEIGHT-         -27.82  (meters)          (12/03/02) GPS OBS
 KU4860  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU4860
 KU4860  HORZ ORDER  -  FIRST
 KU4860  ELLP ORDER  -  FOURTH    CLASS II
 KU4860
 KU4860.The horizontal coordinates were established by GPS observations
 KU4860.and adjusted by the National Geodetic Survey in January 1999..
 KU4860
 KU4860.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4860
 KU4860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4860
 KU4860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4860
 KU4860.The ellipsoidal height was determined by GPS observations
 KU4860.and is referenced to NAD 83.
 KU4860
 KU4860.The geoid height was determined by GEOID03.
 KU4860
 KU4860;                    North         East     Units Scale Factor Converg.
 KU4860;SPC NY L     -    54,142.663   333,701.727   MT  1.00000076   +0 15 38.3
 KU4860;SPC NY L     -   177,633.05  1,094,819.75   sFT  1.00000076   +0 15 38.3
 KU4860;UTM  18      - 4,501,238.892   618,230.496   MT  0.99977206   +0 54 40.3
 KU4860
 KU4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4860!SPC NY L     -   1.00000436  x   1.00000076  =   1.00000512
 KU4860!UTM  18      -   1.00000436  x   0.99977206  =   0.99977642
 KU4860
 KU4860|---------------------------------------------------------------------|
 KU4860| PID    Reference Object                     Distance      Geod. Az  |
 KU4860|                                                           dddmmss.s |
 KU4860| KU4842 10E 07N                             314.189 METERS 00841     |
 KU4860|---------------------------------------------------------------------|
 KU4860
 KU4860                          SUPERSEDED SURVEY CONTROL
 KU4860
 KU4860  ELLIP H (01/11/99)  -27.81   (m)                       GP(       ) 4 1
 KU4860  NAD 83(1996)-  40 39 12.77620(N)    073 36 05.44121(W) AD(       ) 1
 KU4860  NAD 83(1992)-  40 39 12.77611(N)    073 36 05.44104(W) AD(       ) 1
 KU4860  NAD 83(1986)-  40 39 12.77644(N)    073 36 05.44165(W) AD(       ) 1
 KU4860  NGVD 29 (03/24/92)    4.2    (m)           14.     (f) GPS OBS        
 KU4860
 KU4860.Superseded values are not recommended for survey control.
 KU4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4860.See file dsdata.txt to determine how the superseded data were derived.
 KU4860
 KU4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1823001239(NAD 83)
 KU4860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4860_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4860_STAMPING: 10E07NAZ
 KU4860_MARK LOGO: NYDPW 
 KU4860_PROJECTION: RECESSED 8 CENTIMETERS
 KU4860_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4860+STABILITY: POSITION/ELEVATION WELL
 KU4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4860+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 KU4860_ROD/PIPE-DEPTH: 20.6 meters
 KU4860_SLEEVE-DEPTH  : 1.52 meters
 KU4860
 KU4860  HISTORY     - Date     Condition        Report By
 KU4860  HISTORY     - 1990     MONUMENTED       SBAS
 KU4860  HISTORY     - 19910402 GOOD
 KU4860
 KU4860                          STATION DESCRIPTION
 KU4860
 KU4860'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4860'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 28 FEET (8.5 M)
 KU4860'NORTH OF THE EXTENDED CENTERLINE OF PINE STREET AND 42 FEET (12.8 M)
 KU4860'WEST OF THE CENTERLINE OF BROOKSIDE AVENUE,IN THE CONCRETE SIDEWALK AT
 KU4860'THE ENTRANCE TO THE FREEPORT HIGH SCHOOL.
 KU4860'THE LOCATION TIES ARE 59.9 FEET (18.3 M) FROM THE CENTER OF THE
 KU4860'FLAGPOLE, 34.9 FEET (10.6 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU4860'48.7 FEET (14.8 M) FROM THE SOUTH EAST CORNER OF THE DRAIN INLET
 KU4860'CASTING.
 KU4860
 KU4860                          STATION RECOVERY (1991)
 KU4860
 KU4860'RECOVERED 1991
 KU4860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4843 ***********************************************************************
 KU4843  DESIGNATION -  10E 08N
 KU4843  PID         -  KU4843
 KU4843  STATE/COUNTY-  NY/NASSAU
 KU4843  USGS QUAD   -  FREEPORT (1979)
 KU4843
 KU4843                         *CURRENT SURVEY CONTROL
 KU4843  ___________________________________________________________________
 KU4843* NAD 83(1996)-  40 39 53.77450(N)    073 35 12.31740(W)     ADJUSTED  
 KU4843* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 KU4843  ___________________________________________________________________
 KU4843  X           -   1,368,991.026 (meters)                     COMP
 KU4843  Y           -  -4,647,465.634 (meters)                     COMP
 KU4843  Z           -   4,134,254.375 (meters)                     COMP
 KU4843  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KU4843  ELLIP HEIGHT-         -24.05  (meters)          (12/03/02) GPS OBS
 KU4843  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4843
 KU4843  HORZ ORDER  -  FIRST
 KU4843  ELLP ORDER  -  FOURTH    CLASS II
 KU4843
 KU4843.The horizontal coordinates were established by GPS observations
 KU4843.and adjusted by the National Geodetic Survey in January 1999..
 KU4843
 KU4843.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4843
 KU4843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4843
 KU4843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4843
 KU4843.The ellipsoidal height was determined by GPS observations
 KU4843.and is referenced to NAD 83.
 KU4843
 KU4843.The geoid height was determined by GEOID03.
 KU4843
 KU4843;                    North         East     Units Scale Factor Converg.
 KU4843;SPC NY L     -    55,413.186   334,943.805   MT  1.00000010   +0 16 13.1
 KU4843;SPC NY L     -   181,801.43  1,098,894.80   sFT  1.00000010   +0 16 13.1
 KU4843;UTM  18      - 4,502,523.146   619,457.788   MT  0.99977565   +0 55 15.7
 KU4843
 KU4843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4843!SPC NY L     -   1.00000377  x   1.00000010  =   1.00000387
 KU4843!UTM  18      -   1.00000377  x   0.99977565  =   0.99977942
 KU4843
 KU4843:                Primary Azimuth Mark                     Grid Az
 KU4843:SPC NY L     -  10E 08N AZ                               352 04 26.9
 KU4843:UTM  18      -  10E 08N AZ                               351 25 24.3
 KU4843
 KU4843|---------------------------------------------------------------------|
 KU4843| PID    Reference Object                     Distance      Geod. Az  |
 KU4843|                                                           dddmmss.s |
 KU4843| KU4861 10E 08N AZ                          418.550 METERS 3522040.0 |
 KU4843|---------------------------------------------------------------------|
 KU4843
 KU4843                          SUPERSEDED SURVEY CONTROL
 KU4843
 KU4843  ELLIP H (01/11/99)  -24.05   (m)                       GP(       ) 4 1
 KU4843  NAD 83(1996)-  40 39 53.77775(N)    073 35 12.31617(W) AD(       ) 1
 KU4843  NAD 83(1992)-  40 39 53.77767(N)    073 35 12.31601(W) AD(       ) 1
 KU4843  NAD 83(1986)-  40 39 53.77801(N)    073 35 12.31664(W) AD(       ) 1
 KU4843  NGVD 29 (03/24/92)    7.9    (m)           26.     (f) GPS OBS        
 KU4843
 KU4843.Superseded values are not recommended for survey control.
 KU4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4843.See file dsdata.txt to determine how the superseded data were derived.
 KU4843
 KU4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1945802523(NAD 83)
 KU4843_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4843_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4843_STAMPING: 10E08N
 KU4843_MARK LOGO: NYDPW 
 KU4843_PROJECTION: RECESSED 8 CENTIMETERS
 KU4843_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4843+STABILITY: POSITION/ELEVATION WELL
 KU4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4843+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4843_ROD/PIPE-DEPTH: 20.6 meters
 KU4843_SLEEVE-DEPTH  : 1.52 meters
 KU4843
 KU4843  HISTORY     - Date     Condition        Report By
 KU4843  HISTORY     - 1989     MONUMENTED       SBAS
 KU4843
 KU4843                          STATION DESCRIPTION
 KU4843
 KU4843'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4843'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 33 FEET (10.1 M)
 KU4843'WEST OF THE CENTERLINE OF NORTH MAIN STREET AND 95 FEET (29.0 M) SOUTH
 KU4843'OF THE CENTERLINE OF WEST SEAMAN AVENUE,IN THE CONCRETE SIDEWALK.
 KU4843'THE LOCATION TIES ARE 18.7 FEET (5.7 M) FROM THE CENTER OF THE DRAIN
 KU4843'MANHOLE, 38.7 FEET (11.8 M) FROM THE SOUTH EAST CORNER OF HOUSE
 KU4843'NUMBER 229 AND 79.0 FEET (24.1 M) FROM THE NORTH EAST CORNER OF HOUSE
 KU4843'NUMBER 219.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4861 ***********************************************************************
 KU4861  DESIGNATION -  10E 08N AZ
 KU4861  PID         -  KU4861
 KU4861  STATE/COUNTY-  NY/NASSAU
 KU4861  USGS QUAD   -  FREEPORT (1979)
 KU4861
 KU4861                         *CURRENT SURVEY CONTROL
 KU4861  ___________________________________________________________________
 KU4861* NAD 83(1996)-  40 40 07.22235(N)    073 35 14.69135(W)     ADJUSTED  
 KU4861* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 KU4861  ___________________________________________________________________
 KU4861  X           -   1,368,860.950 (meters)                     COMP
 KU4861  Y           -  -4,647,221.379 (meters)                     COMP
 KU4861  Z           -   4,134,568.387 (meters)                     COMP
 KU4861  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KU4861  ELLIP HEIGHT-         -25.02  (meters)          (12/03/02) GPS OBS
 KU4861  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU4861
 KU4861  HORZ ORDER  -  FIRST
 KU4861  ELLP ORDER  -  FOURTH    CLASS II
 KU4861
 KU4861.The horizontal coordinates were established by GPS observations
 KU4861.and adjusted by the National Geodetic Survey in January 1999..
 KU4861
 KU4861.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4861
 KU4861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4861
 KU4861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4861
 KU4861.The ellipsoidal height was determined by GPS observations
 KU4861.and is referenced to NAD 83.
 KU4861
 KU4861.The geoid height was determined by GEOID03.
 KU4861
 KU4861;                    North         East     Units Scale Factor Converg.
 KU4861;SPC NY L     -    55,827.738   334,886.091   MT  0.99999989   +0 16 11.5
 KU4861;SPC NY L     -   183,161.50  1,098,705.45   sFT  0.99999989   +0 16 11.5
 KU4861;UTM  18      - 4,502,936.923   619,395.383   MT  0.99977546   +0 55 14.4
 KU4861
 KU4861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4861!SPC NY L     -   1.00000392  x   0.99999989  =   1.00000381
 KU4861!UTM  18      -   1.00000392  x   0.99977546  =   0.99977938
 KU4861
 KU4861:                Primary Azimuth Mark                     Grid Az
 KU4861:SPC NY L     -  10E 08N                                  172 04 26.9
 KU4861:UTM  18      -  10E 08N                                  171 25 24.0
 KU4861
 KU4861|---------------------------------------------------------------------|
 KU4861| PID    Reference Object                     Distance      Geod. Az  |
 KU4861|                                                           dddmmss.s |
 KU4861| KU4843 10E 08N                             418.550 METERS 1722038.4 |
 KU4861|---------------------------------------------------------------------|
 KU4861
 KU4861                          SUPERSEDED SURVEY CONTROL
 KU4861
 KU4861  ELLIP H (01/11/99)  -25.01   (m)                       GP(       ) 4 1
 KU4861  NAD 83(1996)-  40 40 07.22558(N)    073 35 14.69014(W) AD(       ) 1
 KU4861  NAD 83(1992)-  40 40 07.22550(N)    073 35 14.68997(W) AD(       ) 1
 KU4861  NAD 83(1986)-  40 40 07.22590(N)    073 35 14.69065(W) AD(       ) 1
 KU4861  NGVD 29 (03/24/92)    6.9    (m)           23.     (f) GPS OBS        
 KU4861
 KU4861.Superseded values are not recommended for survey control.
 KU4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4861.See file dsdata.txt to determine how the superseded data were derived.
 KU4861
 KU4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1939502937(NAD 83)
 KU4861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4861_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4861_STAMPING: 10E08NAZ
 KU4861_MARK LOGO: NYDPW 
 KU4861_PROJECTION: RECESSED 8 CENTIMETERS
 KU4861_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4861+STABILITY: POSITION/ELEVATION WELL
 KU4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4861+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1990
 KU4861_ROD/PIPE-DEPTH: 20.6 meters
 KU4861_SLEEVE-DEPTH  : 1.52 meters
 KU4861
 KU4861  HISTORY     - Date     Condition        Report By
 KU4861  HISTORY     - 1989     MONUMENTED       SBAS
 KU4861  HISTORY     - 19900328 GOOD
 KU4861
 KU4861                          STATION DESCRIPTION
 KU4861
 KU4861'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4861'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 34 FEET (10.4 M)
 KU4861'EAST OF THE CENTERLINE OF NORTH MAIN STREET AND 55 FEET (16.8 M) NORTH
 KU4861'OF THE CENTERLINE OF STEVENS STREET,IN THE CONCRETE SIDEWALK.
 KU4861'THE LOCATION TIES ARE 31.5 FEET (9.6 M) FROM THE SOUTH WEST CORNER OF
 KU4861'BUILDING NUMBER 354 NORTH OF THE LOADING DOCK, 66.9 FEET (20.4 M)
 KU4861'FROM THE CENTER OF POLE NUMBER F35 AND 29.0 FEET (8.8 M) FROM THE
 KU4861'CENTER OF THE DRAIN INLET CASTING IN THE PAVED AREA SOUTH WEST OF THE
 KU4861'LOADING DOCK OF BUILDING NUMBER 354.
 KU4861
 KU4861                          STATION RECOVERY (1990)
 KU4861
 KU4861'RECOVERED 1990
 KU4861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4844 ***********************************************************************
 KU4844  DESIGNATION -  10E 09N
 KU4844  PID         -  KU4844
 KU4844  STATE/COUNTY-  NY/NASSAU
 KU4844  USGS QUAD   -  FREEPORT (1979)
 KU4844
 KU4844                         *CURRENT SURVEY CONTROL
 KU4844  ___________________________________________________________________
 KU4844* NAD 83(1996)-  40 41 08.15682(N)    073 35 34.96552(W)     ADJUSTED  
 KU4844* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 KU4844  ___________________________________________________________________
 KU4844  X           -   1,368,059.640 (meters)                     COMP
 KU4844  Y           -  -4,646,185.855 (meters)                     COMP
 KU4844  Z           -   4,135,998.523 (meters)                     COMP
 KU4844  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 KU4844  ELLIP HEIGHT-         -17.89  (meters)          (12/03/02) GPS OBS
 KU4844  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4844
 KU4844  HORZ ORDER  -  FIRST
 KU4844  ELLP ORDER  -  FOURTH    CLASS II
 KU4844
 KU4844.The horizontal coordinates were established by GPS observations
 KU4844.and adjusted by the National Geodetic Survey in January 1999..
 KU4844
 KU4844.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4844
 KU4844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4844
 KU4844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4844
 KU4844.The ellipsoidal height was determined by GPS observations
 KU4844.and is referenced to NAD 83.
 KU4844
 KU4844.The geoid height was determined by GEOID03.
 KU4844
 KU4844;                    North         East     Units Scale Factor Converg.
 KU4844;SPC NY L     -    57,705.109   334,401.174   MT  0.99999900   +0 15 58.3
 KU4844;SPC NY L     -   189,320.85  1,097,114.52   sFT  0.99999900   +0 15 58.3
 KU4844;UTM  18      - 4,504,808.243   618,889.282   MT  0.99977398   +0 55 02.3
 KU4844
 KU4844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4844!SPC NY L     -   1.00000281  x   0.99999900  =   1.00000181
 KU4844!UTM  18      -   1.00000281  x   0.99977398  =   0.99977679
 KU4844
 KU4844|---------------------------------------------------------------------|
 KU4844| PID    Reference Object                     Distance      Geod. Az  |
 KU4844|                                                           dddmmss.s |
 KU4844| KU4862 10E 09N AZ                          306.033 METERS 16510     |
 KU4844|---------------------------------------------------------------------|
 KU4844
 KU4844                          SUPERSEDED SURVEY CONTROL
 KU4844
 KU4844  ELLIP H (01/11/99)  -17.89   (m)                       GP(       ) 4 1
 KU4844  NAD 83(1996)-  40 41 08.16008(N)    073 35 34.96433(W) AD(       ) 1
 KU4844  NAD 83(1992)-  40 41 08.16001(N)    073 35 34.96416(W) AD(       ) 1
 KU4844  NAD 83(1986)-  40 41 08.16035(N)    073 35 34.96497(W) AD(       ) 1
 KU4844  NGVD 29 (03/24/92)   14.0    (m)           46.     (f) GPS OBS        
 KU4844
 KU4844.Superseded values are not recommended for survey control.
 KU4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4844.See file dsdata.txt to determine how the superseded data were derived.
 KU4844
 KU4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1888904808(NAD 83)
 KU4844_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4844_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4844_STAMPING: 10E09N
 KU4844_MARK LOGO: NYDPW 
 KU4844_PROJECTION: RECESSED 8 CENTIMETERS
 KU4844_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4844+STABILITY: POSITION/ELEVATION WELL
 KU4844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4844+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1991
 KU4844_ROD/PIPE-DEPTH: 20.6 meters
 KU4844_SLEEVE-DEPTH  : 1.52 meters
 KU4844
 KU4844  HISTORY     - Date     Condition        Report By
 KU4844  HISTORY     - 1990     MONUMENTED       SBAS
 KU4844  HISTORY     - 19910304 GOOD
 KU4844
 KU4844                          STATION DESCRIPTION
 KU4844
 KU4844'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4844'THE POINT IS LOCATED IN ROOSEVELT, TOWN OF HEMPSTEAD, 20 FEET (6.1 M)
 KU4844'NORTH WEST OF THE CENTERLINE OF PENNYWOOD AVENUE AND 50 FEET (15.2 M)
 KU4844'NORTH EAST OF THE CENTERLINE OF NASSAU ROAD,IN THE CONCRETE SIDEWALK.
 KU4844'THE LOCATION TIES ARE 5.1 FEET (1.6 M) FROM THE NORTH EAST CORNER OF
 KU4844'THE CATCH BASIN, 15.4 FEET (4.7 M) FROM THE CENTER OF THE HYDRANT AND
 KU4844'15.3 FEET (4.7 M) FROM THE SOUTH EAST  CORNER OF THE TRAFFIC SIGNAL
 KU4844'BOX.
 KU4844
 KU4844                          STATION RECOVERY (1991)
 KU4844
 KU4844'RECOVERED 1991
 KU4844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4862 ***********************************************************************
 KU4862  DESIGNATION -  10E 09N AZ
 KU4862  PID         -  KU4862
 KU4862  STATE/COUNTY-  NY/NASSAU
 KU4862  USGS QUAD   -  FREEPORT (1979)
 KU4862
 KU4862                         *CURRENT SURVEY CONTROL
 KU4862  ___________________________________________________________________
 KU4862* NAD 83(1996)-  40 40 58.56646(N)    073 35 31.62839(W)     ADJUSTED  
 KU4862* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 KU4862  ___________________________________________________________________
 KU4862  X           -   1,368,189.098 (meters)                     COMP
 KU4862  Y           -  -4,646,348.083 (meters)                     COMP
 KU4862  Z           -   4,135,773.625 (meters)                     COMP
 KU4862  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KU4862  ELLIP HEIGHT-         -18.76  (meters)          (12/03/02) GPS OBS
 KU4862  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU4862
 KU4862  HORZ ORDER  -  FIRST
 KU4862  ELLP ORDER  -  FOURTH    CLASS II
 KU4862
 KU4862.The horizontal coordinates were established by GPS observations
 KU4862.and adjusted by the National Geodetic Survey in January 1999..
 KU4862
 KU4862.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4862
 KU4862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4862
 KU4862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4862
 KU4862.The ellipsoidal height was determined by GPS observations
 KU4862.and is referenced to NAD 83.
 KU4862
 KU4862.The geoid height was determined by GEOID03.
 KU4862
 KU4862;                    North         East     Units Scale Factor Converg.
 KU4862;SPC NY L     -    57,409.646   334,480.911   MT  0.99999914   +0 16 00.4
 KU4862;SPC NY L     -   188,351.48  1,097,376.12   sFT  0.99999914   +0 16 00.4
 KU4862;UTM  18      - 4,504,513.772   618,972.353   MT  0.99977422   +0 55 04.3
 KU4862
 KU4862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4862!SPC NY L     -   1.00000294  x   0.99999914  =   1.00000208
 KU4862!UTM  18      -   1.00000294  x   0.99977422  =   0.99977716
 KU4862
 KU4862|---------------------------------------------------------------------|
 KU4862| PID    Reference Object                     Distance      Geod. Az  |
 KU4862|                                                           dddmmss.s |
 KU4862| KU4844 10E 09N                             306.033 METERS 34510     |
 KU4862|---------------------------------------------------------------------|
 KU4862
 KU4862                          SUPERSEDED SURVEY CONTROL
 KU4862
 KU4862  ELLIP H (01/11/99)  -18.75   (m)                       GP(       ) 4 1
 KU4862  NAD 83(1996)-  40 40 58.56970(N)    073 35 31.62721(W) AD(       ) 1
 KU4862  NAD 83(1992)-  40 40 58.56963(N)    073 35 31.62704(W) AD(       ) 1
 KU4862  NAD 83(1986)-  40 40 58.57000(N)    073 35 31.62782(W) AD(       ) 1
 KU4862  NGVD 29 (03/24/92)   13.1    (m)           43.     (f) GPS OBS        
 KU4862
 KU4862.Superseded values are not recommended for survey control.
 KU4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4862.See file dsdata.txt to determine how the superseded data were derived.
 KU4862
 KU4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1897204514(NAD 83)
 KU4862_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4862_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4862_STAMPING: 10E09NAZ
 KU4862_MARK LOGO: NYDPW 
 KU4862_PROJECTION: RECESSED 8 CENTIMETERS
 KU4862_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4862+STABILITY: POSITION/ELEVATION WELL
 KU4862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4862+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4862_ROD/PIPE-DEPTH: 20.6 meters
 KU4862_SLEEVE-DEPTH  : 1.52 meters
 KU4862
 KU4862  HISTORY     - Date     Condition        Report By
 KU4862  HISTORY     - 1990     MONUMENTED       SBAS
 KU4862
 KU4862                          STATION DESCRIPTION
 KU4862
 KU4862'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4862'THE POINT IS LOCATED IN ROOSEVELT, TOWN OF HEMPSTEAD, 35 FEET
 KU4862'(10.7 M) NORTH OF THE CENTERLINE OF WEST ROOSEVELT AVENUE AND 45 FEET
 KU4862'(13.7 M) WEST OF THE CENTERLINE OF NASSAU ROAD,IN THE CONCRETE
 KU4862'SIDEWALK.
 KU4862'THE LOCATION TIES ARE 18.9 FEET (5.8 M) FROM THE NORTH EAST CORNER OF
 KU4862'THE CATCH BASIN ON THE NORTH SIDE OF WEST ROOSEVELT AVENUE, 13.9 FEET
 KU4862'(4.2 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN ON THE WEST
 KU4862'SIDE OF NASSAU ROAD AND 36.3 FEET (11.1 M) FROM THE MANHOLE CASTING
 KU4862'NEAR THE CENTERLINE OF WEST ROOSEVELT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4845 ***********************************************************************
 KU4845  DESIGNATION -  10E 10N
 KU4845  PID         -  KU4845
 KU4845  STATE/COUNTY-  NY/NASSAU
 KU4845  USGS QUAD   -  FREEPORT (1979)
 KU4845
 KU4845                         *CURRENT SURVEY CONTROL
 KU4845  ___________________________________________________________________
 KU4845* NAD 83(1996)-  40 41 48.97372(N)    073 35 42.20437(W)     ADJUSTED  
 KU4845* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 KU4845  ___________________________________________________________________
 KU4845  X           -   1,367,665.063 (meters)                     COMP
 KU4845  Y           -  -4,645,447.480 (meters)                     COMP
 KU4845  Z           -   4,136,954.157 (meters)                     COMP
 KU4845  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KU4845  ELLIP HEIGHT-         -16.40  (meters)          (12/03/02) GPS OBS
 KU4845  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU4845
 KU4845  HORZ ORDER  -  FIRST
 KU4845  ELLP ORDER  -  FOURTH    CLASS II
 KU4845
 KU4845.The horizontal coordinates were established by GPS observations
 KU4845.and adjusted by the National Geodetic Survey in January 1999..
 KU4845
 KU4845.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4845
 KU4845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4845
 KU4845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4845
 KU4845.The ellipsoidal height was determined by GPS observations
 KU4845.and is referenced to NAD 83.
 KU4845
 KU4845.The geoid height was determined by GEOID03.
 KU4845
 KU4845;                    North         East     Units Scale Factor Converg.
 KU4845;SPC NY L     -    58,963.370   334,225.376   MT  0.99999846   +0 15 53.5
 KU4845;SPC NY L     -   193,448.99  1,096,537.75   sFT  0.99999846   +0 15 53.5
 KU4845;UTM  18      - 4,506,064.143   618,699.236   MT  0.99977342   +0 54 58.4
 KU4845
 KU4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4845!SPC NY L     -   1.00000257  x   0.99999846  =   1.00000103
 KU4845!UTM  18      -   1.00000257  x   0.99977342  =   0.99977599
 KU4845
 KU4845|---------------------------------------------------------------------|
 KU4845| PID    Reference Object                     Distance      Geod. Az  |
 KU4845|                                                           dddmmss.s |
 KU4845| KU4863 10E 10N AZ                          194.441 METERS 27911     |
 KU4845|---------------------------------------------------------------------|
 KU4845
 KU4845                          SUPERSEDED SURVEY CONTROL
 KU4845
 KU4845  ELLIP H (01/11/99)  -16.39   (m)                       GP(       ) 4 1
 KU4845  NAD 83(1996)-  40 41 48.97691(N)    073 35 42.20318(W) AD(       ) 1
 KU4845  NAD 83(1992)-  40 41 48.97681(N)    073 35 42.20297(W) AD(       ) 1
 KU4845  NAD 83(1986)-  40 41 48.97731(N)    073 35 42.20394(W) AD(       ) 1
 KU4845  NGVD 29 (03/24/92)   15.4    (m)           51.     (f) GPS OBS        
 KU4845
 KU4845.Superseded values are not recommended for survey control.
 KU4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4845.See file dsdata.txt to determine how the superseded data were derived.
 KU4845
 KU4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1869906064(NAD 83)
 KU4845_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4845_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4845_STAMPING: 10E10N
 KU4845_MARK LOGO: NYDPW 
 KU4845_PROJECTION: RECESSED 8 CENTIMETERS
 KU4845_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4845+STABILITY: POSITION/ELEVATION WELL
 KU4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4845+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4845_ROD/PIPE-DEPTH: 20.6 meters
 KU4845_SLEEVE-DEPTH  : 1.52 meters
 KU4845
 KU4845  HISTORY     - Date     Condition        Report By
 KU4845  HISTORY     - 1989     MONUMENTED       SBAS
 KU4845
 KU4845                          STATION DESCRIPTION
 KU4845
 KU4845'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4845'THE POINT IS LOCATED IN UNIONDALE, TOWN OF HEMPSTEAD,IN THE UNIONDALE
 KU4845'PARK,138 FEET WEST OF THE CENTERLINE OF UNIONDALE AVENUE AND 263 FEET
 KU4845'(80.2 M) NORTH OF THE NORTHERN STATE PARKWAY,IN THE GRASS SOUTH OF
 KU4845'THE PARK ENTRANCE AND EAST OF THE ASPHALT PARKING LOT.
 KU4845'THE LOCATION TIES ARE 21.8 FEET (6.6 M) FROM THE NORTH EAST CORNER OF
 KU4845'THE CONCRETE BASE OF THE LIGHT POLE ON THE WEST SIDE OF THE PARK,
 KU4845'56.4 FEET (17.2 M) FROM THE CENTER OF THE TREE AND 80.0 FEET
 KU4845'(24.4 M) FROM THE SOUTH WEST CORNER OF THE CONCRETE BASE OF THE LIGHT
 KU4845'POLE ON THE NORTH SIDE OF THE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4863 ***********************************************************************
 KU4863  DESIGNATION -  10E 10N AZ
 KU4863  PID         -  KU4863
 KU4863  STATE/COUNTY-  NY/NASSAU
 KU4863  USGS QUAD   -  FREEPORT (1979)
 KU4863
 KU4863                         *CURRENT SURVEY CONTROL
 KU4863  ___________________________________________________________________
 KU4863* NAD 83(1996)-  40 41 49.97978(N)    073 35 50.38018(W)     ADJUSTED  
 KU4863* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 KU4863  ___________________________________________________________________
 KU4863  X           -   1,367,475.625 (meters)                     COMP
 KU4863  Y           -  -4,645,483.672 (meters)                     COMP
 KU4863  Z           -   4,136,978.938 (meters)                     COMP
 KU4863  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 KU4863  ELLIP HEIGHT-         -14.48  (meters)          (12/03/02) GPS OBS
 KU4863  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU4863
 KU4863  HORZ ORDER  -  FIRST
 KU4863  ELLP ORDER  -  FOURTH    CLASS II
 KU4863
 KU4863.The horizontal coordinates were established by GPS observations
 KU4863.and adjusted by the National Geodetic Survey in January 1999..
 KU4863
 KU4863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4863
 KU4863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4863
 KU4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4863
 KU4863.The ellipsoidal height was determined by GPS observations
 KU4863.and is referenced to NAD 83.
 KU4863
 KU4863.The geoid height was determined by GEOID03.
 KU4863
 KU4863;                    North         East     Units Scale Factor Converg.
 KU4863;SPC NY L     -    58,993.519   334,033.287   MT  0.99999844   +0 15 48.2
 KU4863;SPC NY L     -   193,547.90  1,095,907.54   sFT  0.99999844   +0 15 48.2
 KU4863;UTM  18      - 4,506,092.099   618,506.861   MT  0.99977286   +0 54 53.0
 KU4863
 KU4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4863!SPC NY L     -   1.00000227  x   0.99999844  =   1.00000071
 KU4863!UTM  18      -   1.00000227  x   0.99977286  =   0.99977513
 KU4863
 KU4863|---------------------------------------------------------------------|
 KU4863| PID    Reference Object                     Distance      Geod. Az  |
 KU4863|                                                           dddmmss.s |
 KU4863| KU4845 10E 10N                             194.441 METERS 09911     |
 KU4863|---------------------------------------------------------------------|
 KU4863
 KU4863                          SUPERSEDED SURVEY CONTROL
 KU4863
 KU4863  ELLIP H (01/11/99)  -14.47   (m)                       GP(       ) 4 1
 KU4863  NAD 83(1996)-  40 41 49.98292(N)    073 35 50.37902(W) AD(       ) 1
 KU4863  NAD 83(1992)-  40 41 49.98280(N)    073 35 50.37882(W) AD(       ) 1
 KU4863  NAD 83(1986)-  40 41 49.98329(N)    073 35 50.37984(W) AD(       ) 1
 KU4863  NGVD 29 (03/24/92)   17.4    (m)           57.     (f) GPS OBS        
 KU4863
 KU4863.Superseded values are not recommended for survey control.
 KU4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4863.See file dsdata.txt to determine how the superseded data were derived.
 KU4863
 KU4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1850706092(NAD 83)
 KU4863_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4863_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4863_STAMPING: 10E10NAZ
 KU4863_MARK LOGO: NYDPW 
 KU4863_PROJECTION: RECESSED 8 CENTIMETERS
 KU4863_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4863+STABILITY: POSITION/ELEVATION WELL
 KU4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4863+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 KU4863_ROD/PIPE-DEPTH: 20.6 meters
 KU4863_SLEEVE-DEPTH  : 1.52 meters
 KU4863
 KU4863  HISTORY     - Date     Condition        Report By
 KU4863  HISTORY     - 1989     MONUMENTED       SBAS
 KU4863  HISTORY     - 19900403 GOOD
 KU4863
 KU4863                          STATION DESCRIPTION
 KU4863
 KU4863'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4863'THE POINT IS LOCATED IN UNIONDALE, TOWN OF HEMPSTEAD,IN THE UNIONDALE
 KU4863'PARK,340 FEET EAST OF THE CENTERLINE OF CLINTON AVENUE AND 79 FEET
 KU4863'(24.1 M) SOUTH OF THE CENTERLINE OF ARGYLE AVENUE,IN THE GRASS NEAR
 KU4863'THE FLAGPOLE IN FRONT OF THE OFFICE BUILDING.
 KU4863'THE LOCATION TIES ARE 6.0 FEET (1.8 M) FROM THE CENTER OF THE FLAG
 KU4863'POLE, 27.8 FEET (8.5 M) FROM THE NORTH EAST CORNER OF THE OFFICE
 KU4863'BUILDING AND 33.8 FEET (10.3 M) FROM THE SOUTH EAST CORNER OF THE
 KU4863'OFFICE BUILDING.
 KU4863
 KU4863                          STATION RECOVERY (1990)
 KU4863
 KU4863'RECOVERED 1990
 KU4863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4846 ***********************************************************************
 KU4846  DESIGNATION -  10E 11N
 KU4846  PID         -  KU4846
 KU4846  STATE/COUNTY-  NY/NASSAU
 KU4846  USGS QUAD   -  FREEPORT (1979)
 KU4846
 KU4846                         *CURRENT SURVEY CONTROL
 KU4846  ___________________________________________________________________
 KU4846* NAD 83(1996)-  40 42 52.88358(N)    073 35 37.14571(W)     ADJUSTED  
 KU4846* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 KU4846  ___________________________________________________________________
 KU4846  X           -   1,367,417.255 (meters)                     COMP
 KU4846  Y           -  -4,644,185.363 (meters)                     COMP
 KU4846  Z           -   4,138,452.902 (meters)                     COMP
 KU4846  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4846  ELLIP HEIGHT-          -9.83  (meters)          (12/03/02) GPS OBS
 KU4846  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU4846
 KU4846  HORZ ORDER  -  FIRST
 KU4846  ELLP ORDER  -  FOURTH    CLASS II
 KU4846
 KU4846.The horizontal coordinates were established by GPS observations
 KU4846.and adjusted by the National Geodetic Survey in January 1999..
 KU4846
 KU4846.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4846
 KU4846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4846
 KU4846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4846
 KU4846.The ellipsoidal height was determined by GPS observations
 KU4846.and is referenced to NAD 83.
 KU4846
 KU4846.The geoid height was determined by GEOID03.
 KU4846
 KU4846;                    North         East     Units Scale Factor Converg.
 KU4846;SPC NY L     -    60,935.306   334,334.994   MT  0.99999768   +0 15 56.8
 KU4846;SPC NY L     -   199,918.58  1,096,897.39   sFT  0.99999768   +0 15 56.8
 KU4846;UTM  18      - 4,508,036.754   618,786.406   MT  0.99977368   +0 55 02.8
 KU4846
 KU4846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4846!SPC NY L     -   1.00000154  x   0.99999768  =   0.99999922
 KU4846!UTM  18      -   1.00000154  x   0.99977368  =   0.99977522
 KU4846
 KU4846|---------------------------------------------------------------------|
 KU4846| PID    Reference Object                     Distance      Geod. Az  |
 KU4846|                                                           dddmmss.s |
 KU4846| KU4864 10E 11N AZ                          392.990 METERS 35015     |
 KU4846|---------------------------------------------------------------------|
 KU4846
 KU4846                          SUPERSEDED SURVEY CONTROL
 KU4846
 KU4846  ELLIP H (01/11/99)   -9.83   (m)                       GP(       ) 4 1
 KU4846  NAD 83(1996)-  40 42 52.88674(N)    073 35 37.14451(W) AD(       ) 1
 KU4846  NAD 83(1992)-  40 42 52.88663(N)    073 35 37.14430(W) AD(       ) 1
 KU4846  NAD 83(1986)-  40 42 52.88715(N)    073 35 37.14537(W) AD(       ) 1
 KU4846  NGVD 29 (03/24/92)   21.9    (m)           72.     (f) GPS OBS        
 KU4846
 KU4846.Superseded values are not recommended for survey control.
 KU4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4846.See file dsdata.txt to determine how the superseded data were derived.
 KU4846
 KU4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1878608037(NAD 83)
 KU4846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4846_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4846_STAMPING: 10E11N
 KU4846_MARK LOGO: NYDPW 
 KU4846_PROJECTION: RECESSED 8 CENTIMETERS
 KU4846_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4846+STABILITY: POSITION/ELEVATION WELL
 KU4846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4846+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4846_ROD/PIPE-DEPTH: 20.6 meters
 KU4846_SLEEVE-DEPTH  : 1.52 meters
 KU4846
 KU4846  HISTORY     - Date     Condition        Report By
 KU4846  HISTORY     - 1990     MONUMENTED       SBAS
 KU4846
 KU4846                          STATION DESCRIPTION
 KU4846
 KU4846'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4846'THE POINT IS LOCATED IN UNIONDALE, TOWN OF HEMPSTEAD,AT THE ENTRANCE
 KU4846'TO HOFSTRA STADIUM, 24 FEET (7.3 M) WEST OF THE CENTERLINE OF
 KU4846'UNIONDALE AVENUE AND 21 FEET (6.4 M) SOUTH OF THE EXTENDED CENTERLINE
 KU4846'OF GERALD STREET,IN THE CONCRETE SIDEWALK.
 KU4846'THE LOCATION TIES ARE 23.8 FEET (7.3 M) FROM THE CENTER OF THE
 KU4846'NORTHERLY MANHOLE, 22.9 FEET (7.0 M) FROM THE CENTER OF THE GATE POST
 KU4846'AND 41.4 FEET (12.6 M) FROM THE CENTER OF THE EASTERLY MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4864 ***********************************************************************
 KU4864  DESIGNATION -  10E 11N AZ
 KU4864  PID         -  KU4864
 KU4864  STATE/COUNTY-  NY/NASSAU
 KU4864  USGS QUAD   -  FREEPORT (1979)
 KU4864
 KU4864                         *CURRENT SURVEY CONTROL
 KU4864  ___________________________________________________________________
 KU4864* NAD 83(1996)-  40 43 05.43945(N)    073 35 39.98264(W)     ADJUSTED  
 KU4864* NAVD 88     -        23.2    (meters)      76.     (feet)  VERTCON   
 KU4864  ___________________________________________________________________
 KU4864  X           -   1,367,282.368 (meters)                     COMP
 KU4864  Y           -  -4,643,962.979 (meters)                     COMP
 KU4864  Z           -   4,138,747.511 (meters)                     COMP
 KU4864  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KU4864  ELLIP HEIGHT-          -8.22  (meters)          (12/03/02) GPS OBS
 KU4864  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU4864
 KU4864  HORZ ORDER  -  FIRST
 KU4864  ELLP ORDER  -  FOURTH    CLASS II
 KU4864
 KU4864.The horizontal coordinates were established by GPS observations
 KU4864.and adjusted by the National Geodetic Survey in January 1999..
 KU4864
 KU4864.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4864
 KU4864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4864
 KU4864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4864
 KU4864.The ellipsoidal height was determined by GPS observations
 KU4864.and is referenced to NAD 83.
 KU4864
 KU4864.The geoid height was determined by GEOID03.
 KU4864
 KU4864;                    North         East     Units Scale Factor Converg.
 KU4864;SPC NY L     -    61,322.300   334,266.615   MT  0.99999754   +0 15 55.0
 KU4864;SPC NY L     -   201,188.25  1,096,673.05   sFT  0.99999754   +0 15 55.0
 KU4864;UTM  18      - 4,508,422.859   618,713.646   MT  0.99977346   +0 55 01.2
 KU4864
 KU4864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4864!SPC NY L     -   1.00000129  x   0.99999754  =   0.99999883
 KU4864!UTM  18      -   1.00000129  x   0.99977346  =   0.99977475
 KU4864
 KU4864:                Primary Azimuth Mark                     Grid Az
 KU4864:SPC NY L     -  10E 12N                                  009 47 53.8
 KU4864:UTM  18      -  10E 12N                                  009 08 47.6
 KU4864
 KU4864|---------------------------------------------------------------------|
 KU4864| PID    Reference Object                     Distance      Geod. Az  |
 KU4864|                                                           dddmmss.s |
 KU4864| KU4847 10E 12N                             APPROX. 1.1 KM 0100348.8 |
 KU4864| KU4846 10E 11N                             392.990 METERS 17015     |
 KU4864|---------------------------------------------------------------------|
 KU4864
 KU4864                          SUPERSEDED SURVEY CONTROL
 KU4864
 KU4864  ELLIP H (01/11/99)   -8.22   (m)                       GP(       ) 4 1
 KU4864  NAD 83(1996)-  40 43 05.44258(N)    073 35 39.98146(W) AD(       ) 1
 KU4864  NAD 83(1992)-  40 43 05.44245(N)    073 35 39.98123(W) AD(       ) 1
 KU4864  NAD 83(1986)-  40 43 05.44301(N)    073 35 39.98240(W) AD(       ) 1
 KU4864  NGVD 29 (03/24/92)   23.6    (m)           77.     (f) GPS OBS        
 KU4864
 KU4864.Superseded values are not recommended for survey control.
 KU4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4864.See file dsdata.txt to determine how the superseded data were derived.
 KU4864
 KU4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1871408423(NAD 83)
 KU4864_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4864_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4864_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4864_STAMPING: 10E11NAZ
 KU4864_MARK LOGO: NYDPW 
 KU4864_PROJECTION: RECESSED 8 CENTIMETERS
 KU4864_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4864+STABILITY: POSITION/ELEVATION WELL
 KU4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4864+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4864_ROD/PIPE-DEPTH: 5.45 meters
 KU4864_SLEEVE-DEPTH  : 1.53 meters
 KU4864
 KU4864  HISTORY     - Date     Condition        Report By
 KU4864  HISTORY     - 1990     MONUMENTED       SBAS
 KU4864
 KU4864                          STATION DESCRIPTION
 KU4864
 KU4864'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4864'THE POINT IS LOCATED IN UNIONDALE, TOWN OF HEMPSTEAD, 32 FEET (9.8 M)
 KU4864'WEST OF THE CENTERLINE OF THE SOUTHBOUND EARLE OVINGTON BOULEVARD AND
 KU4864'200 FEET (61.0 M) NORTH OF THE CENTERLINE OF THE WESTBOUND HEMPSTEAD
 KU4864'TURNPIKE,IN THE GRASS AREA BETWEEN THE CURB AND THE ASPHALT WALK.
 KU4864'THE LOCATION TIES ARE 21.5 FEET (6.6 M) FROM THE CENTER OF THE LIGHT
 KU4864'POLE, 6.4 FEET (2.0 M) FROM THE SOUTH EAST CORNER OF THE TRAFFIC
 KU4864'SIGNAL BOX AND 91.1 FEET (27.8 M) FROM THE NORTH WEST CORNER OF THE
 KU4864'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4847 ***********************************************************************
 KU4847  DESIGNATION -  10E 12N
 KU4847  PID         -  KU4847
 KU4847  STATE/COUNTY-  NY/NASSAU
 KU4847  USGS QUAD   -  FREEPORT (1979)
 KU4847
 KU4847                         *CURRENT SURVEY CONTROL
 KU4847  ___________________________________________________________________
 KU4847* NAD 83(1996)-  40 43 41.48906(N)    073 35 31.57278(W)     ADJUSTED  
 KU4847* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 KU4847  ___________________________________________________________________
 KU4847  X           -   1,367,267.445 (meters)                     COMP
 KU4847  Y           -  -4,643,213.543 (meters)                     COMP
 KU4847  Z           -   4,139,592.297 (meters)                     COMP
 KU4847  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 KU4847  ELLIP HEIGHT-          -5.12  (meters)          (12/03/02) GPS OBS
 KU4847  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4847
 KU4847  HORZ ORDER  -  FIRST
 KU4847  ELLP ORDER  -  FOURTH    CLASS II
 KU4847
 KU4847.The horizontal coordinates were established by GPS observations
 KU4847.and adjusted by the National Geodetic Survey in January 1999..
 KU4847
 KU4847.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4847
 KU4847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4847
 KU4847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4847
 KU4847.The ellipsoidal height was determined by GPS observations
 KU4847.and is referenced to NAD 83.
 KU4847
 KU4847.The geoid height was determined by GEOID03.
 KU4847
 KU4847;                    North         East     Units Scale Factor Converg.
 KU4847;SPC NY L     -    62,435.218   334,458.815   MT  0.99999715   +0 16 00.5
 KU4847;SPC NY L     -   204,839.54  1,097,303.63   sFT  0.99999715   +0 16 00.5
 KU4847;UTM  18      - 4,509,537.642   618,893.133   MT  0.99977399   +0 55 07.4
 KU4847
 KU4847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4847!SPC NY L     -   1.00000080  x   0.99999715  =   0.99999795
 KU4847!UTM  18      -   1.00000080  x   0.99977399  =   0.99977479
 KU4847
 KU4847:                Primary Azimuth Mark                     Grid Az
 KU4847:SPC NY L     -  10E 13N                                  359 53 11.8
 KU4847:UTM  18      -  10E 13N                                  359 14 04.9
 KU4847
 KU4847|---------------------------------------------------------------------|
 KU4847| PID    Reference Object                     Distance      Geod. Az  |
 KU4847|                                                           dddmmss.s |
 KU4847| KU4848 10E 13N                             APPROX. 1.7 KM 0000912.3 |
 KU4847| KU4864 10E 11N AZ                          APPROX. 1.1 KM 1900354.3 |
 KU4847| KU4865 10E 12N AZ                          375.012 METERS 25231     |
 KU4847|---------------------------------------------------------------------|
 KU4847
 KU4847                          SUPERSEDED SURVEY CONTROL
 KU4847
 KU4847  ELLIP H (01/11/99)   -5.12   (m)                       GP(       ) 4 1
 KU4847  NAD 83(1996)-  40 43 41.49216(N)    073 35 31.57160(W) AD(       ) 1
 KU4847  NAD 83(1992)-  40 43 41.49204(N)    073 35 31.57137(W) AD(       ) 1
 KU4847  NAD 83(1986)-  40 43 41.49265(N)    073 35 31.57258(W) AD(       ) 1
 KU4847  NGVD 29 (03/24/92)   26.6    (m)           87.     (f) GPS OBS        
 KU4847
 KU4847.Superseded values are not recommended for survey control.
 KU4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4847.See file dsdata.txt to determine how the superseded data were derived.
 KU4847
 KU4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1889309538(NAD 83)
 KU4847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4847_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4847_STAMPING: 10E12N
 KU4847_MARK LOGO: NYDPW 
 KU4847_PROJECTION: RECESSED 8 CENTIMETERS
 KU4847_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4847+STABILITY: POSITION/ELEVATION WELL
 KU4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4847+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4847_ROD/PIPE-DEPTH: 20.6 meters
 KU4847_SLEEVE-DEPTH  : 1.52 meters
 KU4847
 KU4847  HISTORY     - Date     Condition        Report By
 KU4847  HISTORY     - 1989     MONUMENTED       SBAS
 KU4847
 KU4847                          STATION DESCRIPTION
 KU4847
 KU4847'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4847'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD,ON THE CAMPUS
 KU4847'OF THE NASSAU COUNTY COMMUNITY COLLEGE, 800 FEET (243.8 M) NORTH OF
 KU4847'THE CENTERLINE OF CHARLES LINDBERGH BOULEVARD AND 100 FEET (30.5 M)
 KU4847'WEST OF THE EXTENDED CENTERLINE OF EARL OVINGTON BOULEVARD,IN THE
 KU4847'GRASS ADJACENT TO THE CONCRETE CURB AND THE ASPHALT WALK SOUTH OF THE
 KU4847'PHYSICAL EDUCATION CENTER.
 KU4847'THE LOCATION TIES ARE 64.6 FEET (19.7 M) FROM THE CORNER OF THE NASSAU
 KU4847'COUNTY COMMUNITY COLLEGE PHYSICAL EDUCATION BUILDING, 31.5 FEET
 KU4847'(9.6 M) FROM THE CENTER OF THE MANHOLE,38.5 FEET FROM THE SOUTH WEST
 KU4847'CORNER OF THE CATCH BASIN, 1.6 FEET (0.5 M) FROM THE CONCRETE CURB
 KU4847'AND 2.1 FEET (0.6 M) FROM THE ASPHALT WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4865 ***********************************************************************
 KU4865  DESIGNATION -  10E 12N AZ
 KU4865  PID         -  KU4865
 KU4865  STATE/COUNTY-  NY/NASSAU
 KU4865  USGS QUAD   -  FREEPORT (1979)
 KU4865
 KU4865                         *CURRENT SURVEY CONTROL
 KU4865  ___________________________________________________________________
 KU4865* NAD 83(1996)-  40 43 37.83771(N)    073 35 46.81551(W)     ADJUSTED  
 KU4865* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 KU4865  ___________________________________________________________________
 KU4865  X           -   1,366,944.887 (meters)                     COMP
 KU4865  Y           -  -4,643,384.457 (meters)                     COMP
 KU4865  Z           -   4,139,506.394 (meters)                     COMP
 KU4865  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KU4865  ELLIP HEIGHT-          -5.96  (meters)          (12/03/02) GPS OBS
 KU4865  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4865
 KU4865  HORZ ORDER  -  FIRST
 KU4865  ELLP ORDER  -  FOURTH    CLASS II
 KU4865
 KU4865.The horizontal coordinates were established by GPS observations
 KU4865.and adjusted by the National Geodetic Survey in January 1999..
 KU4865
 KU4865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4865
 KU4865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4865
 KU4865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4865
 KU4865.The ellipsoidal height was determined by GPS observations
 KU4865.and is referenced to NAD 83.
 KU4865
 KU4865.The geoid height was determined by GEOID03.
 KU4865
 KU4865;                    North         East     Units Scale Factor Converg.
 KU4865;SPC NY L     -    62,320.929   334,101.644   MT  0.99999719   +0 15 50.5
 KU4865;SPC NY L     -   204,464.58  1,096,131.81   sFT  0.99999719   +0 15 50.5
 KU4865;UTM  18      - 4,509,419.324   618,537.364   MT  0.99977295   +0 54 57.4
 KU4865
 KU4865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4865!SPC NY L     -   1.00000093  x   0.99999719  =   0.99999812
 KU4865!UTM  18      -   1.00000093  x   0.99977295  =   0.99977388
 KU4865
 KU4865|---------------------------------------------------------------------|
 KU4865| PID    Reference Object                     Distance      Geod. Az  |
 KU4865|                                                           dddmmss.s |
 KU4865| KU4847 10E 12N                             375.012 METERS 07231     |
 KU4865|---------------------------------------------------------------------|
 KU4865
 KU4865                          SUPERSEDED SURVEY CONTROL
 KU4865
 KU4865  ELLIP H (01/11/99)   -5.96   (m)                       GP(       ) 4 1
 KU4865  NAD 83(1996)-  40 43 37.84080(N)    073 35 46.81436(W) AD(       ) 1
 KU4865  NAD 83(1992)-  40 43 37.84068(N)    073 35 46.81414(W) AD(       ) 1
 KU4865  NAD 83(1986)-  40 43 37.84121(N)    073 35 46.81531(W) AD(       ) 1
 KU4865  NGVD 29 (03/24/92)   25.8    (m)           85.     (f) GPS OBS        
 KU4865
 KU4865.Superseded values are not recommended for survey control.
 KU4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4865.See file dsdata.txt to determine how the superseded data were derived.
 KU4865
 KU4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1853709419(NAD 83)
 KU4865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4865_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4865_STAMPING: 10E12NAZ
 KU4865_MARK LOGO: NYDPW 
 KU4865_PROJECTION: RECESSED 8 CENTIMETERS
 KU4865_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4865+STABILITY: POSITION/ELEVATION WELL
 KU4865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4865+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 KU4865_ROD/PIPE-DEPTH: 20.6 meters
 KU4865_SLEEVE-DEPTH  : 1.52 meters
 KU4865
 KU4865  HISTORY     - Date     Condition        Report By
 KU4865  HISTORY     - 1989     MONUMENTED       SBAS
 KU4865  HISTORY     - 19900403 GOOD
 KU4865
 KU4865                          STATION DESCRIPTION
 KU4865
 KU4865'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4865'THE POINT IS LOCATED IN GARDEN CITY, TOWN OF HEMPSTEAD, 50 FEET
 KU4865'(15.2 M) NORTH OF THE CENTERLINE OF CHARLES LINDBERGH BOULEVARD AND
 KU4865'1584 FEET (482.8 M) WEST OF EARL OVINGTON BOULEVARD,IN THE GRASS AREA
 KU4865'BEHIND THE ASPHALT SIDEWALK.
 KU4865'THE LOCATION TIES ARE 22.4 FEET (6.8 M) FROM THE SOUTH EAST CORNER OF
 KU4865'THE CATCH BASIN, 17.9 FEET (5.5 M) FROM THE CENTER OF THE LIGHT POLE
 KU4865'AND 26.4 FEET (8.0 M) FROM THE NORTH WEST CORNER OF THE ELECTRIC BOX.
 KU4865
 KU4865                          STATION RECOVERY (1990)
 KU4865
 KU4865'RECOVERED 1990
 KU4865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4848 ***********************************************************************
 KU4848  DESIGNATION -  10E 13N
 KU4848  PID         -  KU4848
 KU4848  STATE/COUNTY-  NY/NASSAU
 KU4848  USGS QUAD   -  FREEPORT (1979)
 KU4848
 KU4848                         *CURRENT SURVEY CONTROL
 KU4848  ___________________________________________________________________
 KU4848* NAD 83(1996)-  40 44 35.01625(N)    073 35 31.38433(W)     ADJUSTED  
 KU4848* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 KU4848  ___________________________________________________________________
 KU4848  X           -   1,366,968.114 (meters)                     COMP
 KU4848  Y           -  -4,642,181.369 (meters)                     COMP
 KU4848  Z           -   4,140,845.826 (meters)                     COMP
 KU4848  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU4848  ELLIP HEIGHT-          -1.43  (meters)          (12/03/02) GPS OBS
 KU4848  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4848
 KU4848  HORZ ORDER  -  FIRST
 KU4848  ELLP ORDER  -  FOURTH    CLASS II
 KU4848
 KU4848.The horizontal coordinates were established by GPS observations
 KU4848.and adjusted by the National Geodetic Survey in January 1999..
 KU4848
 KU4848.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4848
 KU4848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4848
 KU4848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4848
 KU4848.The ellipsoidal height was determined by GPS observations
 KU4848.and is referenced to NAD 83.
 KU4848
 KU4848.The geoid height was determined by GEOID03.
 KU4848
 KU4848;                    North         East     Units Scale Factor Converg.
 KU4848;SPC NY L     -    64,086.362   334,455.548   MT  0.99999664   +0 16 00.6
 KU4848;SPC NY L     -   210,256.67  1,097,292.91   sFT  0.99999664   +0 16 00.6
 KU4848;UTM  18      - 4,511,188.274   618,871.080   MT  0.99977392   +0 55 08.5
 KU4848
 KU4848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4848!SPC NY L     -   1.00000022  x   0.99999664  =   0.99999686
 KU4848!UTM  18      -   1.00000022  x   0.99977392  =   0.99977414
 KU4848
 KU4848:                Primary Azimuth Mark                     Grid Az
 KU4848:SPC NY L     -  10E 12N                                  179 53 11.8
 KU4848:UTM  18      -  10E 12N                                  179 14 03.9
 KU4848
 KU4848|---------------------------------------------------------------------|
 KU4848| PID    Reference Object                     Distance      Geod. Az  |
 KU4848|                                                           dddmmss.s |
 KU4848| KU4847 10E 12N                             APPROX. 1.7 KM 1800912.4 |
 KU4848|---------------------------------------------------------------------|
 KU4848
 KU4848                          SUPERSEDED SURVEY CONTROL
 KU4848
 KU4848  ELLIP H (01/11/99)   -1.42   (m)                       GP(       ) 4 1
 KU4848  NAD 83(1996)-  40 44 35.01933(N)    073 35 31.38316(W) AD(       ) 1
 KU4848  NAD 83(1992)-  40 44 35.01920(N)    073 35 31.38293(W) AD(       ) 1
 KU4848  NAD 83(1986)-  40 44 35.01984(N)    073 35 31.38425(W) AD(       ) 1
 KU4848  NGVD 29 (03/24/92)   30.3    (m)           99.     (f) GPS OBS        
 KU4848
 KU4848.Superseded values are not recommended for survey control.
 KU4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4848.See file dsdata.txt to determine how the superseded data were derived.
 KU4848
 KU4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1887111188(NAD 83)
 KU4848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4848_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4848_STAMPING: 10E13N
 KU4848_MARK LOGO: NYDPW 
 KU4848_PROJECTION: RECESSED 8 CENTIMETERS
 KU4848_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4848+STABILITY: POSITION/ELEVATION WELL
 KU4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4848+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1990
 KU4848_ROD/PIPE-DEPTH: 20.6 meters
 KU4848_SLEEVE-DEPTH  : 1.52 meters
 KU4848
 KU4848  HISTORY     - Date     Condition        Report By
 KU4848  HISTORY     - 1989     MONUMENTED       SBAS
 KU4848  HISTORY     - 19901022 GOOD
 KU4848
 KU4848                          STATION DESCRIPTION
 KU4848
 KU4848'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4848'THE POINT IS LOCATED IN SOUTH WESTBURY, TOWN OF HEMPSTEAD, 73 FEET
 KU4848'(22.3 M) EAST OF THE CENTERLINE OF ELLISON AVENUE AND 1500 FEET
 KU4848'(457.2 M) SOUTH OF THE CENTERLINE OF OLD COUNTRY ROAD,IN THE ASPHALT
 KU4848'BEHIND THE WHITE PAINTED LINES.
 KU4848'THE LOCATION TIES ARE 70.1 FEET (21.4 M) FROM THE LIGHT POLE, 68.9
 KU4848'FEET (21.0 M) FROM THE DRAIN INLET IN THE PARKING LOT AND 74.0 FEET
 KU4848'(22.6 M) FROM THE UTILITY POLE.
 KU4848
 KU4848                          STATION RECOVERY (1990)
 KU4848
 KU4848'RECOVERED 1990
 KU4848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4866 ***********************************************************************
 KU4866  DESIGNATION -  10E 14N AZ
 KU4866  PID         -  KU4866
 KU4866  STATE/COUNTY-  NY/NASSAU
 KU4866  USGS QUAD   -  HICKSVILLE (1979)
 KU4866
 KU4866                         *CURRENT SURVEY CONTROL
 KU4866  ___________________________________________________________________
 KU4866* NAD 83(1996)-  40 45 26.41654(N)    073 35 38.14010(W)     ADJUSTED  
 KU4866* NAVD 88     -        35.3    (meters)     116.     (feet)  VERTCON   
 KU4866  ___________________________________________________________________
 KU4866  X           -   1,366,524.906 (meters)                     COMP
 KU4866  Y           -  -4,641,237.242 (meters)                     COMP
 KU4866  Z           -   4,142,050.519 (meters)                     COMP
 KU4866  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 KU4866  ELLIP HEIGHT-           4.00  (meters)          (12/03/02) GPS OBS
 KU4866  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4866
 KU4866  HORZ ORDER  -  FIRST
 KU4866  ELLP ORDER  -  FOURTH    CLASS II
 KU4866
 KU4866.The horizontal coordinates were established by GPS observations
 KU4866.and adjusted by the National Geodetic Survey in January 1999..
 KU4866
 KU4866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4866
 KU4866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4866
 KU4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4866
 KU4866.The ellipsoidal height was determined by GPS observations
 KU4866.and is referenced to NAD 83.
 KU4866
 KU4866.The geoid height was determined by GEOID03.
 KU4866
 KU4866;                    North         East     Units Scale Factor Converg.
 KU4866;SPC NY L     -    65,671.146   334,289.700   MT  0.99999620   +0 15 56.2
 KU4866;SPC NY L     -   215,456.08  1,096,748.79   sFT  0.99999620   +0 15 56.2
 KU4866;UTM  18      - 4,512,770.715   618,687.241   MT  0.99977338   +0 55 05.1
 KU4866
 KU4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4866!SPC NY L     -   0.99999937  x   0.99999620  =   0.99999557
 KU4866!UTM  18      -   0.99999937  x   0.99977338  =   0.99977275
 KU4866
 KU4866|---------------------------------------------------------------------|
 KU4866| PID    Reference Object                     Distance      Geod. Az  |
 KU4866|                                                           dddmmss.s |
 KU4866| KU4546 10 E 14 N                           219.239 METERS 16206     |
 KU4866|---------------------------------------------------------------------|
 KU4866
 KU4866                          SUPERSEDED SURVEY CONTROL
 KU4866
 KU4866  ELLIP H (01/11/99)    4.00   (m)                       GP(       ) 4 1
 KU4866  NAD 83(1996)-  40 45 26.41958(N)    073 35 38.13897(W) AD(       ) 1
 KU4866  NAD 83(1992)-  40 45 26.41945(N)    073 35 38.13874(W) AD(       ) 1
 KU4866  NAD 83(1986)-  40 45 26.41992(N)    073 35 38.14003(W) AD(       ) 1
 KU4866  NGVD 29 (03/24/92)   35.6    (m)          117.     (f) GPS OBS        
 KU4866
 KU4866.Superseded values are not recommended for survey control.
 KU4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4866.See file dsdata.txt to determine how the superseded data were derived.
 KU4866
 KU4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1868712771(NAD 83)
 KU4866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4866_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4866_STAMPING: 10E14NAZ
 KU4866_MARK LOGO: NYDPW 
 KU4866_PROJECTION: RECESSED 8 CENTIMETERS
 KU4866_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4866+STABILITY: POSITION/ELEVATION WELL
 KU4866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4866+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 KU4866_ROD/PIPE-DEPTH: 20.6 meters
 KU4866_SLEEVE-DEPTH  : 1.52 meters
 KU4866
 KU4866  HISTORY     - Date     Condition        Report By
 KU4866  HISTORY     - 1989     MONUMENTED       SBAS
 KU4866  HISTORY     - 19900604 GOOD
 KU4866
 KU4866                          STATION DESCRIPTION
 KU4866
 KU4866'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4866'THE POINT IS LOCATED IN WESTBURY, TOWN OF NORTH HEMPSTEAD, 23 FEET
 KU4866'(7.0 M) EAST OF THE CENTERLINE OF SAINT BRIGIDS LANE AND 19 FEET
 KU4866'(5.8 M) SOUTH OF THE CENTERLINE OF DREXEL AVENUE,IN THE CONCRETE
 KU4866'SIDEWALK.
 KU4866'THE LOCATION TIES ARE 11.3 FEET (3.4 M) FROM THE CENTER OF THE
 KU4866'HYDRANT, 48.9 FEET (14.9 M) FROM THE CENTER OF THE UTILITY POLE
 KU4866'NUMBER 18 ON THE NORTH SIDE OF DREXEL AVENUE AND 56.8 FEET (17.3 M)
 KU4866'FROM THE CENTER OF THE UTILITY POLE NUMBER 18 1/2 ON THE NORTH SIDE OF
 KU4866'DREXEL AVENUE.
 KU4866
 KU4866                          STATION RECOVERY (1990)
 KU4866
 KU4866'RECOVERED 1990
 KU4866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4849 ***********************************************************************
 KU4849  DESIGNATION -  10E 15N
 KU4849  PID         -  KU4849
 KU4849  STATE/COUNTY-  NY/NASSAU
 KU4849  USGS QUAD   -  HICKSVILLE (1979)
 KU4849
 KU4849                         *CURRENT SURVEY CONTROL
 KU4849  ___________________________________________________________________
 KU4849* NAD 83(1996)-  40 46 15.26399(N)    073 35 30.78004(W)     ADJUSTED  
 KU4849* NAVD 88     -        39.6    (meters)     130.     (feet)  VERTCON   
 KU4849  ___________________________________________________________________
 KU4849  X           -   1,366,413.518 (meters)                     COMP
 KU4849  Y           -  -4,640,247.811 (meters)                     COMP
 KU4849  Z           -   4,143,194.584 (meters)                     COMP
 KU4849  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU4849  ELLIP HEIGHT-           8.30  (meters)          (12/03/02) GPS OBS
 KU4849  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4849
 KU4849  HORZ ORDER  -  FIRST
 KU4849  ELLP ORDER  -  FOURTH    CLASS II
 KU4849
 KU4849.The horizontal coordinates were established by GPS observations
 KU4849.and adjusted by the National Geodetic Survey in January 1999..
 KU4849
 KU4849.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4849
 KU4849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4849
 KU4849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4849
 KU4849.The ellipsoidal height was determined by GPS observations
 KU4849.and is referenced to NAD 83.
 KU4849
 KU4849.The geoid height was determined by GEOID03.
 KU4849
 KU4849;                    North         East     Units Scale Factor Converg.
 KU4849;SPC NY L     -    67,178.726   334,455.318   MT  0.99999585   +0 16 01.0
 KU4849;SPC NY L     -   220,402.20  1,097,292.16   sFT  0.99999585   +0 16 01.0
 KU4849;UTM  18      - 4,514,279.747   618,835.644   MT  0.99977382   +0 55 10.8
 KU4849
 KU4849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4849!SPC NY L     -   0.99999870  x   0.99999585  =   0.99999455
 KU4849!UTM  18      -   0.99999870  x   0.99977382  =   0.99977252
 KU4849
 KU4849|---------------------------------------------------------------------|
 KU4849| PID    Reference Object                     Distance      Geod. Az  |
 KU4849|                                                           dddmmss.s |
 KU4849| KU4557 10 E 15 N AZ MK                     178.833 METERS 20103     |
 KU4849|---------------------------------------------------------------------|
 KU4849
 KU4849                          SUPERSEDED SURVEY CONTROL
 KU4849
 KU4849  ELLIP H (01/11/99)    8.31   (m)                       GP(       ) 4 1
 KU4849  NAD 83(1996)-  40 46 15.26705(N)    073 35 30.77892(W) AD(       ) 1
 KU4849  NAD 83(1992)-  40 46 15.26692(N)    073 35 30.77868(W) AD(       ) 1
 KU4849  NAD 83(1986)-  40 46 15.26749(N)    073 35 30.78009(W) AD(       ) 1
 KU4849  NGVD 29 (03/24/92)   39.9    (m)          131.     (f) GPS OBS        
 KU4849
 KU4849.Superseded values are not recommended for survey control.
 KU4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4849.See file dsdata.txt to determine how the superseded data were derived.
 KU4849
 KU4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1883614280(NAD 83)
 KU4849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4849_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4849_STAMPING: 10E15N
 KU4849_MARK LOGO: NYDPW 
 KU4849_PROJECTION: RECESSED 8 CENTIMETERS
 KU4849_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4849+STABILITY: POSITION/ELEVATION WELL
 KU4849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4849+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 KU4849_ROD/PIPE-DEPTH: 20.6 meters
 KU4849_SLEEVE-DEPTH  : 1.52 meters
 KU4849
 KU4849  HISTORY     - Date     Condition        Report By
 KU4849  HISTORY     - 1989     MONUMENTED       SBAS
 KU4849  HISTORY     - 19901212 GOOD
 KU4849
 KU4849                          STATION DESCRIPTION
 KU4849
 KU4849'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4849'THE POINT IS LOCATED IN WESTBURY, TOWN OF NORTH HEMPSTEAD, 14 FEET
 KU4849'(4.3 M) WEST OF THE CENTERLINE OF LINDEN AVENUE AND 807 FEET
 KU4849'(246.0 M) SOUTH WEST OF THE CENTERLINE OF POST ROAD,IN THE GRASS AREA
 KU4849'ADJACENT TO THE CURB.
 KU4849'THE LOCATION TIES ARE 18.6 FEET (5.7 M) FROM THE CENTER OF THE DRAIN
 KU4849'MANHOLE, 60.7 FEET (18.5 M) FROM THE HYDRANT AND 45.0 FEET (13.7 M)
 KU4849'FROM THE CENTER OF THE 3.5 FOOT (1.1 M) DIAMETER MANHOLE.
 KU4849
 KU4849                          STATION RECOVERY (1990)
 KU4849
 KU4849'RECOVERED 1990
 KU4849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4867 ***********************************************************************
 KU4867  DESIGNATION -  10E 16N AZ
 KU4867  PID         -  KU4867
 KU4867  STATE/COUNTY-  NY/NASSAU
 KU4867  USGS QUAD   -  HICKSVILLE (1979)
 KU4867
 KU4867                         *CURRENT SURVEY CONTROL
 KU4867  ___________________________________________________________________
 KU4867* NAD 83(1996)-  40 46 52.86897(N)    073 35 23.83868(W)     ADJUSTED  
 KU4867* NAVD 88     -        49.8    (meters)     163.     (feet)  VERTCON   
 KU4867  ___________________________________________________________________
 KU4867  X           -   1,366,357.853 (meters)                     COMP
 KU4867  Y           -  -4,639,482.583 (meters)                     COMP
 KU4867  Z           -   4,144,079.766 (meters)                     COMP
 KU4867  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KU4867  ELLIP HEIGHT-          18.63  (meters)          (12/03/02) GPS OBS
 KU4867  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4867
 KU4867  HORZ ORDER  -  FIRST
 KU4867  ELLP ORDER  -  FOURTH    CLASS II
 KU4867
 KU4867.The horizontal coordinates were established by GPS observations
 KU4867.and adjusted by the National Geodetic Survey in January 1999..
 KU4867
 KU4867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4867
 KU4867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4867
 KU4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4867
 KU4867.The ellipsoidal height was determined by GPS observations
 KU4867.and is referenced to NAD 83.
 KU4867
 KU4867.The geoid height was determined by GEOID03.
 KU4867
 KU4867;                    North         East     Units Scale Factor Converg.
 KU4867;SPC NY L     -    68,339.473   334,612.672   MT  0.99999562   +0 16 05.5
 KU4867;SPC NY L     -   224,210.42  1,097,808.41   sFT  0.99999562   +0 16 05.5
 KU4867;UTM  18      - 4,515,441.954   618,979.731   MT  0.99977424   +0 55 16.0
 KU4867
 KU4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4867!SPC NY L     -   0.99999708  x   0.99999562  =   0.99999270
 KU4867!UTM  18      -   0.99999708  x   0.99977424  =   0.99977132
 KU4867
 KU4867|---------------------------------------------------------------------|
 KU4867| PID    Reference Object                     Distance      Geod. Az  |
 KU4867|                                                           dddmmss.s |
 KU4867| KU4558 10 E 16 N                           292.050 METERS 01140     |
 KU4867|---------------------------------------------------------------------|
 KU4867
 KU4867                          SUPERSEDED SURVEY CONTROL
 KU4867
 KU4867  ELLIP H (01/11/99)   18.63   (m)                       GP(       ) 4 1
 KU4867  NAD 83(1996)-  40 46 52.87197(N)    073 35 23.83758(W) AD(       ) 1
 KU4867  NAD 83(1992)-  40 46 52.87184(N)    073 35 23.83735(W) AD(       ) 1
 KU4867  NAD 83(1986)-  40 46 52.87242(N)    073 35 23.83874(W) AD(       ) 1
 KU4867  NGVD 29 (03/24/92)   50.2    (m)          165.     (f) GPS OBS        
 KU4867
 KU4867.Superseded values are not recommended for survey control.
 KU4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4867.See file dsdata.txt to determine how the superseded data were derived.
 KU4867
 KU4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1898015442(NAD 83)
 KU4867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4867_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4867_STAMPING: 10E16NAZ
 KU4867_MARK LOGO: NYDPW 
 KU4867_PROJECTION: RECESSED 8 CENTIMETERS
 KU4867_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4867+STABILITY: POSITION/ELEVATION WELL
 KU4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4867+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1990
 KU4867_ROD/PIPE-DEPTH: 20.6 meters
 KU4867_SLEEVE-DEPTH  : 1.52 meters
 KU4867
 KU4867  HISTORY     - Date     Condition        Report By
 KU4867  HISTORY     - 1989     MONUMENTED       SBAS
 KU4867  HISTORY     - 19900604 GOOD
 KU4867
 KU4867                          STATION DESCRIPTION
 KU4867
 KU4867'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4867'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF NORTH HEMPSTEAD, 94 FEET
 KU4867'(28.7 M) WEST OF THE CENTERLINE OF THE NORTH BOUND POST ROAD AND 216
 KU4867'FEET (65.8 M) SOUTH OF THE CENTERLINE OF HITCHCOCK LANE,IN THE GRASS
 KU4867'AREA OF THE TRAFFIC CIRCLE SOUTH OF THE POND.
 KU4867'THE LOCATION TIES ARE 44.6 FEET (13.6 M) FROM THE CENTER OF THE 24
 KU4867'INCH MAPLE TREE NEXT TO THE POND, 45.4 FEET (13.8 M) FROM THE CENTER
 KU4867'OF THE 12 INCH MAPLE TREE AND 76.1 FEET (23.2 M) FROM THE CENTER OF
 KU4867'THE NO PARKING SIGN.
 KU4867
 KU4867                          STATION RECOVERY (1990)
 KU4867
 KU4867'RECOVERED 1990
 KU4867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4850 ***********************************************************************
 KU4850  DESIGNATION -  10E 17N
 KU4850  PID         -  KU4850
 KU4850  STATE/COUNTY-  NY/NASSAU
 KU4850  USGS QUAD   -  HICKSVILLE (1979)
 KU4850
 KU4850                         *CURRENT SURVEY CONTROL
 KU4850  ___________________________________________________________________
 KU4850* NAD 83(1996)-  40 47 52.29264(N)    073 35 18.24400(W)     ADJUSTED  
 KU4850* NAVD 88     -        69.5    (meters)     228.     (feet)  VERTCON   
 KU4850  ___________________________________________________________________
 KU4850  X           -   1,366,149.579 (meters)                     COMP
 KU4850  Y           -  -4,638,311.147 (meters)                     COMP
 KU4850  Z           -   4,145,480.503 (meters)                     COMP
 KU4850  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 KU4850  ELLIP HEIGHT-          38.38  (meters)          (12/03/02) GPS OBS
 KU4850  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4850
 KU4850  HORZ ORDER  -  FIRST
 KU4850  ELLP ORDER  -  FOURTH    CLASS II
 KU4850
 KU4850.The horizontal coordinates were established by GPS observations
 KU4850.and adjusted by the National Geodetic Survey in January 1999..
 KU4850
 KU4850.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4850
 KU4850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4850
 KU4850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4850
 KU4850.The ellipsoidal height was determined by GPS observations
 KU4850.and is referenced to NAD 83.
 KU4850
 KU4850.The geoid height was determined by GEOID03.
 KU4850
 KU4850;                    North         East     Units Scale Factor Converg.
 KU4850;SPC NY L     -    70,173.112   334,735.241   MT  0.99999531   +0 16 09.2
 KU4850;SPC NY L     -   230,226.28  1,098,210.54   sFT  0.99999531   +0 16 09.2
 KU4850;UTM  18      - 4,517,276.466   619,081.370   MT  0.99977454   +0 55 20.8
 KU4850
 KU4850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4850!SPC NY L     -   0.99999398  x   0.99999531  =   0.99998929
 KU4850!UTM  18      -   0.99999398  x   0.99977454  =   0.99976852
 KU4850
 KU4850|---------------------------------------------------------------------|
 KU4850| PID    Reference Object                     Distance      Geod. Az  |
 KU4850|                                                           dddmmss.s |
 KU4850| KU4868 10E 17N AZ                          265.223 METERS 03928     |
 KU4850|---------------------------------------------------------------------|
 KU4850
 KU4850                          SUPERSEDED SURVEY CONTROL
 KU4850
 KU4850  ELLIP H (01/11/99)   38.38   (m)                       GP(       ) 4 1
 KU4850  NAD 83(1996)-  40 47 52.29563(N)    073 35 18.24292(W) AD(       ) 1
 KU4850  NAD 83(1992)-  40 47 52.29549(N)    073 35 18.24270(W) AD(       ) 1
 KU4850  NAD 83(1986)-  40 47 52.29610(N)    073 35 18.24408(W) AD(       ) 1
 KU4850  NGVD 29 (03/24/92)   69.9    (m)          229.     (f) GPS OBS        
 KU4850
 KU4850.Superseded values are not recommended for survey control.
 KU4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4850.See file dsdata.txt to determine how the superseded data were derived.
 KU4850
 KU4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1908117276(NAD 83)
 KU4850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4850_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4850_STAMPING: 10E17N
 KU4850_MARK LOGO: NYDPW 
 KU4850_PROJECTION: RECESSED 8 CENTIMETERS
 KU4850_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4850+STABILITY: POSITION/ELEVATION WELL
 KU4850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4850+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 KU4850_ROD/PIPE-DEPTH: 20.6 meters
 KU4850_SLEEVE-DEPTH  : 1.52 meters
 KU4850
 KU4850  HISTORY     - Date     Condition        Report By
 KU4850  HISTORY     - 1989     MONUMENTED       SBAS
 KU4850  HISTORY     - 19910110 GOOD
 KU4850
 KU4850                          STATION DESCRIPTION
 KU4850
 KU4850'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4850'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF OYSTER BAY, 12 FEET
 KU4850'(3.7 M) NORTH WEST OF THE CORNER OF MORGAN DRIVE AND 324 FEET
 KU4850'(98.8 M) SOUTH WEST OF THE CENTERLINE OF DEEPWOOD COURT,IN THE GRASS
 KU4850'AREA ADJACENT TO THE CURB.
 KU4850'THE LOCATION TIES ARE 66.7 FEET (20.3 M) FROM THE HYDRANT, 42.6 FEET
 KU4850'(13.0 M) FROM THE NEW YORK TELEPHONE COMPANY MANHOLE AND 197.6 FEET
 KU4850'(60.2 M) FROM THE MANHOLE COVER OF THE CATCH BASIN.
 KU4850
 KU4850                          STATION RECOVERY (1991)
 KU4850
 KU4850'RECOVERED 1991
 KU4850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4868 ***********************************************************************
 KU4868  DESIGNATION -  10E 17N AZ
 KU4868  PID         -  KU4868
 KU4868  STATE/COUNTY-  NY/NASSAU
 KU4868  USGS QUAD   -  HICKSVILLE (1979)
 KU4868
 KU4868                         *CURRENT SURVEY CONTROL
 KU4868  ___________________________________________________________________
 KU4868* NAD 83(1996)-  40 47 58.92978(N)    073 35 11.05176(W)     ADJUSTED  
 KU4868* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 KU4868  ___________________________________________________________________
 KU4868  X           -   1,366,274.718 (meters)                     COMP
 KU4868  Y           -  -4,638,139.285 (meters)                     COMP
 KU4868  Z           -   4,145,639.184 (meters)                     COMP
 KU4868  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KU4868  ELLIP HEIGHT-          44.03  (meters)          (12/03/02) GPS OBS
 KU4868  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU4868
 KU4868  HORZ ORDER  -  FIRST
 KU4868  ELLP ORDER  -  FOURTH    CLASS II
 KU4868
 KU4868.The horizontal coordinates were established by GPS observations
 KU4868.and adjusted by the National Geodetic Survey in January 1999..
 KU4868
 KU4868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4868
 KU4868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4868
 KU4868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4868
 KU4868.The ellipsoidal height was determined by GPS observations
 KU4868.and is referenced to NAD 83.
 KU4868
 KU4868.The geoid height was determined by GEOID03.
 KU4868
 KU4868;                    North         East     Units Scale Factor Converg.
 KU4868;SPC NY L     -    70,378.640   334,902.873   MT  0.99999529   +0 16 13.9
 KU4868;SPC NY L     -   230,900.59  1,098,760.51   sFT  0.99999529   +0 16 13.9
 KU4868;UTM  18      - 4,517,483.846   619,246.611   MT  0.99977502   +0 55 25.6
 KU4868
 KU4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4868!SPC NY L     -   0.99999309  x   0.99999529  =   0.99998838
 KU4868!UTM  18      -   0.99999309  x   0.99977502  =   0.99976811
 KU4868
 KU4868|---------------------------------------------------------------------|
 KU4868| PID    Reference Object                     Distance      Geod. Az  |
 KU4868|                                                           dddmmss.s |
 KU4868| KU4850 10E 17N                             265.223 METERS 21928     |
 KU4868|---------------------------------------------------------------------|
 KU4868
 KU4868                          SUPERSEDED SURVEY CONTROL
 KU4868
 KU4868  ELLIP H (01/11/99)   44.03   (m)                       GP(       ) 4 1
 KU4868  NAD 83(1996)-  40 47 58.93278(N)    073 35 11.05067(W) AD(       ) 1
 KU4868  NAD 83(1992)-  40 47 58.93264(N)    073 35 11.05045(W) AD(       ) 1
 KU4868  NAD 83(1986)-  40 47 58.93329(N)    073 35 11.05189(W) AD(       ) 1
 KU4868  NGVD 29 (03/24/92)   75.5    (m)          248.     (f) GPS OBS        
 KU4868
 KU4868.Superseded values are not recommended for survey control.
 KU4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4868.See file dsdata.txt to determine how the superseded data were derived.
 KU4868
 KU4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1924717484(NAD 83)
 KU4868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4868_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4868_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4868_STAMPING: 10E17NAZ
 KU4868_MARK LOGO: NYDPW 
 KU4868_PROJECTION: RECESSED 8 CENTIMETERS
 KU4868_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4868+STABILITY: POSITION/ELEVATION WELL
 KU4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4868+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 KU4868_ROD/PIPE-DEPTH: 20.6 meters
 KU4868_SLEEVE-DEPTH  : 1.52 meters
 KU4868
 KU4868  HISTORY     - Date     Condition        Report By
 KU4868  HISTORY     - 1989     MONUMENTED       SBAS
 KU4868  HISTORY     - 19910404 GOOD
 KU4868
 KU4868                          STATION DESCRIPTION
 KU4868
 KU4868'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4868'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF OYSTER BAY, 7 FEET
 KU4868'(2.1 M) EAST OF THE CENTERLINE OF MORGAN DRIVE AND 526 FEET
 KU4868'(160.3 M) NORTH EAST OF THE CENTERLINE OF DEEPWOOD COURT,IN THE PAVED
 KU4868'ROADWAY.
 KU4868'THE LOCATION TIES ARE 43.5 FEET (13.3 M) FROM THE MANHOLE COVER OF THE
 KU4868'WESTERLY CATCH BASIN, 11.3 FEET (3.4 M) FROM THE MANHOLE COVER OF THE
 KU4868'EASTERLY CATCH BASIN AND 177.2 FEET (54.0 M) FROM THE HYDRANT.
 KU4868
 KU4868                          STATION RECOVERY (1991)
 KU4868
 KU4868'RECOVERED 1991
 KU4868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4851 ***********************************************************************
 KU4851  DESIGNATION -  10E 18N
 KU4851  PID         -  KU4851
 KU4851  STATE/COUNTY-  NY/NASSAU
 KU4851  USGS QUAD   -  HICKSVILLE (1979)
 KU4851
 KU4851                         *CURRENT SURVEY CONTROL
 KU4851  ___________________________________________________________________
 KU4851* NAD 83(1996)-  40 49 00.69487(N)    073 35 34.91745(W)     ADJUSTED  
 KU4851* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 KU4851  ___________________________________________________________________
 KU4851  X           -   1,365,381.548 (meters)                     COMP
 KU4851  Y           -  -4,637,086.566 (meters)                     COMP
 KU4851  Z           -   4,147,066.624 (meters)                     COMP
 KU4851  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 KU4851  ELLIP HEIGHT-          21.57  (meters)          (12/03/02) GPS OBS
 KU4851  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4851
 KU4851  HORZ ORDER  -  FIRST
 KU4851  ELLP ORDER  -  FOURTH    CLASS II
 KU4851
 KU4851.The horizontal coordinates were established by GPS observations
 KU4851.and adjusted by the National Geodetic Survey in January 1999..
 KU4851
 KU4851.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4851
 KU4851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4851
 KU4851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4851
 KU4851.The ellipsoidal height was determined by GPS observations
 KU4851.and is referenced to NAD 83.
 KU4851
 KU4851.The geoid height was determined by GEOID03.
 KU4851
 KU4851;                    North         East     Units Scale Factor Converg.
 KU4851;SPC NY L     -    72,281.275   334,334.583   MT  0.99999507   +0 15 58.3
 KU4851;SPC NY L     -   237,142.82  1,096,896.04   sFT  0.99999507   +0 15 58.3
 KU4851;UTM  18      - 4,519,379.457   618,656.791   MT  0.99977329   +0 55 11.1
 KU4851
 KU4851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4851!SPC NY L     -   0.99999662  x   0.99999507  =   0.99999169
 KU4851!UTM  18      -   0.99999662  x   0.99977329  =   0.99976991
 KU4851
 KU4851|---------------------------------------------------------------------|
 KU4851| PID    Reference Object                     Distance      Geod. Az  |
 KU4851|                                                           dddmmss.s |
 KU4851| KU4869 10E 18N AZ                          257.353 METERS 06924     |
 KU4851|---------------------------------------------------------------------|
 KU4851
 KU4851                          SUPERSEDED SURVEY CONTROL
 KU4851
 KU4851  ELLIP H (01/11/99)   21.58   (m)                       GP(       ) 4 1
 KU4851  NAD 83(1996)-  40 49 00.69785(N)    073 35 34.91638(W) AD(       ) 1
 KU4851  NAD 83(1992)-  40 49 00.69772(N)    073 35 34.91615(W) AD(       ) 1
 KU4851  NAD 83(1986)-  40 49 00.69836(N)    073 35 34.91761(W) AD(       ) 1
 KU4851  NGVD 29 (03/24/92)   53.0    (m)          174.     (f) GPS OBS        
 KU4851
 KU4851.Superseded values are not recommended for survey control.
 KU4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4851.See file dsdata.txt to determine how the superseded data were derived.
 KU4851
 KU4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1865719379(NAD 83)
 KU4851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4851_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4851_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4851_STAMPING: 10E18N
 KU4851_MARK LOGO: NYDPW 
 KU4851_PROJECTION: RECESSED 8 CENTIMETERS
 KU4851_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4851+STABILITY: POSITION/ELEVATION WELL
 KU4851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4851+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 KU4851_ROD/PIPE-DEPTH: 20.6 meters
 KU4851_SLEEVE-DEPTH  : 1.52 meters
 KU4851
 KU4851  HISTORY     - Date     Condition        Report By
 KU4851  HISTORY     - 1989     MONUMENTED       SBAS
 KU4851  HISTORY     - 19900124 GOOD
 KU4851
 KU4851                          STATION DESCRIPTION
 KU4851
 KU4851'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4851'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY,ON THE CAMPUS
 KU4851'OF THE C.W. POST COLLEGE, 0.4 MILES (0.6 KM) SOUTH OF THE CENTERLINE
 KU4851'OF NORTHERN BOULEVARD AND 1875 FEET (571.5 M) WEST OF THE MAIN
 KU4851'ENTRANCE ROAD TO THE CAMPUS,ON THE MOST SOUTHERLY ENTRANCE ISLAND ON
 KU4851'THE WEST END OF THE PARKING FIELD NORTH OF THE SPORTS COMPLEX
 KU4851'BUILDING.
 KU4851'THE LOCATION TIES ARE 10.3 FEET (3.1 M) FROM THE LIGHT POLE, 1.4 FEET
 KU4851'(0.4 M) FROM THE CURB AND 62.0 FEET (18.9 M) FROM THE HYDRANT.
 KU4851
 KU4851                          STATION RECOVERY (1990)
 KU4851
 KU4851'RECOVERED 1990
 KU4851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4869 ***********************************************************************
 KU4869  DESIGNATION -  10E 18N AZ
 KU4869  PID         -  KU4869
 KU4869  STATE/COUNTY-  NY/NASSAU
 KU4869  USGS QUAD   -  HICKSVILLE (1979)
 KU4869
 KU4869                         *CURRENT SURVEY CONTROL
 KU4869  ___________________________________________________________________
 KU4869* NAD 83(1996)-  40 49 03.63024(N)    073 35 24.63820(W)     ADJUSTED  
 KU4869* NAVD 88     -        51.9    (meters)     170.     (feet)  VERTCON   
 KU4869  ___________________________________________________________________
 KU4869  X           -   1,365,595.753 (meters)                     COMP
 KU4869  Y           -  -4,636,961.189 (meters)                     COMP
 KU4869  Z           -   4,147,134.655 (meters)                     COMP
 KU4869  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 KU4869  ELLIP HEIGHT-          20.81  (meters)          (12/03/02) GPS OBS
 KU4869  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU4869
 KU4869  HORZ ORDER  -  FIRST
 KU4869  ELLP ORDER  -  FOURTH    CLASS II
 KU4869
 KU4869.The horizontal coordinates were established by GPS observations
 KU4869.and adjusted by the National Geodetic Survey in January 1999..
 KU4869
 KU4869.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4869
 KU4869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4869
 KU4869.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4869
 KU4869.The ellipsoidal height was determined by GPS observations
 KU4869.and is referenced to NAD 83.
 KU4869
 KU4869.The geoid height was determined by GEOID03.
 KU4869
 KU4869;                    North         East     Units Scale Factor Converg.
 KU4869;SPC NY L     -    72,372.945   334,575.054   MT  0.99999506   +0 16 05.0
 KU4869;SPC NY L     -   237,443.57  1,097,684.99   sFT  0.99999506   +0 16 05.0
 KU4869;UTM  18      - 4,519,473.844   618,896.148   MT  0.99977399   +0 55 17.9
 KU4869
 KU4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4869!SPC NY L     -   0.99999674  x   0.99999506  =   0.99999180
 KU4869!UTM  18      -   0.99999674  x   0.99977399  =   0.99977073
 KU4869
 KU4869|---------------------------------------------------------------------|
 KU4869| PID    Reference Object                     Distance      Geod. Az  |
 KU4869|                                                           dddmmss.s |
 KU4869| KU4851 10E 18N                             257.353 METERS 24924     |
 KU4869|---------------------------------------------------------------------|
 KU4869
 KU4869                          SUPERSEDED SURVEY CONTROL
 KU4869
 KU4869  ELLIP H (01/11/99)   20.82   (m)                       GP(       ) 4 1
 KU4869  NAD 83(1996)-  40 49 03.63321(N)    073 35 24.63714(W) AD(       ) 1
 KU4869  NAD 83(1992)-  40 49 03.63307(N)    073 35 24.63691(W) AD(       ) 1
 KU4869  NAD 83(1986)-  40 49 03.63372(N)    073 35 24.63837(W) AD(       ) 1
 KU4869  NGVD 29 (03/24/92)   52.2    (m)          171.     (f) GPS OBS        
 KU4869
 KU4869.Superseded values are not recommended for survey control.
 KU4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4869.See file dsdata.txt to determine how the superseded data were derived.
 KU4869
 KU4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1889619474(NAD 83)
 KU4869_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4869_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4869_STAMPING: 10E18NAZ
 KU4869_MARK LOGO: NYDPW 
 KU4869_PROJECTION: RECESSED 8 CENTIMETERS
 KU4869_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4869+STABILITY: POSITION/ELEVATION WELL
 KU4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4869+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1990
 KU4869_ROD/PIPE-DEPTH: 5.76 meters
 KU4869_SLEEVE-DEPTH  : 1.52 meters
 KU4869
 KU4869  HISTORY     - Date     Condition        Report By
 KU4869  HISTORY     - 1989     MONUMENTED       SBAS
 KU4869  HISTORY     - 19900329 GOOD
 KU4869
 KU4869                          STATION DESCRIPTION
 KU4869
 KU4869'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4869'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, ON THE CAMPUS
 KU4869'OF THE C.W. POST COLLEGE,0.4 MILES SOUTH OF THE CENTERLINE OF
 KU4869'NORTHERN BOULEVARD AND 165 FEET (50.3 M) WEST OF THE MAIN ENTRANCE
 KU4869'ROAD TO THE CAMPUS,ON THE MOST EASTERLY AND SOUTHERLY LIGHT POLE
 KU4869'ISLAND IN THE PARKING FIELD NORTH OF THE SPORTS COMPLEX BUILDING.
 KU4869'THE LOCATION TIES ARE 15.7 FEET (4.8 M) FROM THE LIGHT POLE, 1.9 FEET
 KU4869'(0.6 M) FROM THE CURB AND 29.5 FEET (9.0 M) FROM THE MANHOLE.
 KU4869
 KU4869                          STATION RECOVERY (1990)
 KU4869
 KU4869'RECOVERED 1990
 KU4869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4852 ***********************************************************************
 KU4852  DESIGNATION -  10E 19N
 KU4852  PID         -  KU4852
 KU4852  STATE/COUNTY-  NY/NASSAU
 KU4852  USGS QUAD   -  HICKSVILLE (1979)
 KU4852
 KU4852                         *CURRENT SURVEY CONTROL
 KU4852  ___________________________________________________________________
 KU4852* NAD 83(1996)-  40 49 39.78519(N)    073 35 19.76732(W)     ADJUSTED  
 KU4852* NAVD 88     -        44.2    (meters)     145.     (feet)  VERTCON   
 KU4852  ___________________________________________________________________
 KU4852  X           -   1,365,497.624 (meters)                     COMP
 KU4852  Y           -  -4,636,223.982 (meters)                     COMP
 KU4852  Z           -   4,147,973.613 (meters)                     COMP
 KU4852  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 KU4852  ELLIP HEIGHT-          13.13  (meters)          (12/03/02) GPS OBS
 KU4852  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU4852
 KU4852  HORZ ORDER  -  FIRST
 KU4852  ELLP ORDER  -  FOURTH    CLASS II
 KU4852
 KU4852.The horizontal coordinates were established by GPS observations
 KU4852.and adjusted by the National Geodetic Survey in January 1999..
 KU4852
 KU4852.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4852
 KU4852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4852
 KU4852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4852
 KU4852.The ellipsoidal height was determined by GPS observations
 KU4852.and is referenced to NAD 83.
 KU4852
 KU4852.The geoid height was determined by GEOID03.
 KU4852
 KU4852;                    North         East     Units Scale Factor Converg.
 KU4852;SPC NY L     -    73,488.747   334,683.967   MT  0.99999498   +0 16 08.2
 KU4852;SPC NY L     -   241,104.33  1,098,042.32   sFT  0.99999498   +0 16 08.2
 KU4852;UTM  18      - 4,520,590.568   618,992.303   MT  0.99977427   +0 55 21.8
 KU4852
 KU4852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4852!SPC NY L     -   0.99999794  x   0.99999498  =   0.99999292
 KU4852!UTM  18      -   0.99999794  x   0.99977427  =   0.99977221
 KU4852
 KU4852:                Primary Azimuth Mark                     Grid Az
 KU4852:SPC NY L     -  10E 18N                                  196 08 16.5
 KU4852:UTM  18      -  10E 18N                                  195 29 02.9
 KU4852
 KU4852|---------------------------------------------------------------------|
 KU4852| PID    Reference Object                     Distance      Geod. Az  |
 KU4852|                                                           dddmmss.s |
 KU4852| KU4851 10E 18N                             APPROX. 1.3 KM 1962424.7 |
 KU4852|---------------------------------------------------------------------|
 KU4852
 KU4852                          SUPERSEDED SURVEY CONTROL
 KU4852
 KU4852  ELLIP H (01/11/99)   13.13   (m)                       GP(       ) 4 1
 KU4852  NAD 83(1996)-  40 49 39.78816(N)    073 35 19.76624(W) AD(       ) 1
 KU4852  NAD 83(1992)-  40 49 39.78803(N)    073 35 19.76601(W) AD(       ) 1
 KU4852  NAD 83(1986)-  40 49 39.78876(N)    073 35 19.76752(W) AD(       ) 1
 KU4852  NGVD 29 (03/24/92)   44.5    (m)          146.     (f) GPS OBS        
 KU4852
 KU4852.Superseded values are not recommended for survey control.
 KU4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4852.See file dsdata.txt to determine how the superseded data were derived.
 KU4852
 KU4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1899220591(NAD 83)
 KU4852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4852_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4852_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4852_STAMPING: 10E19N
 KU4852_MARK LOGO: NYDPW 
 KU4852_PROJECTION: RECESSED 8 CENTIMETERS
 KU4852_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4852+STABILITY: POSITION/ELEVATION WELL
 KU4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4852+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 KU4852_ROD/PIPE-DEPTH: 20.6 meters
 KU4852_SLEEVE-DEPTH  : 1.52 meters
 KU4852
 KU4852  HISTORY     - Date     Condition        Report By
 KU4852  HISTORY     - 1989     MONUMENTED       SBAS
 KU4852  HISTORY     - 19910111 GOOD
 KU4852
 KU4852                          STATION DESCRIPTION
 KU4852
 KU4852'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4852'THE POINT IS LOCATED IN OLD BROOKVILLE, TOWN OF OYSTER BAY,12 FEET
 KU4852'SOUTH OF THE CENTERLINE OF OVERBROOKE LANE AND 49 FEET (14.9 M) EAST
 KU4852'OF THE CENTERLINE OF CHARLES WAY,IN THE GRASS AREA ADJACENT TO THE
 KU4852'PAVEMENT.
 KU4852'THE LOCATION TIES ARE 74.0 FEET (22.6 M) FROM THE WESTERLY MANHOLE,
 KU4852'0.9 FEET (0.3 M) FROM THE FACE OF THE CURB ON THE SOUTH SIDE OF
 KU4852'OVERBROOKE LANE AND 49.5 FEET (15.1 M) FROM THE EASTERLY MANHOLE.
 KU4852
 KU4852                          STATION RECOVERY (1991)
 KU4852
 KU4852'RECOVERED 1991
 KU4852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4870 ***********************************************************************
 KU4870  DESIGNATION -  10E 19N AZ
 KU4870  PID         -  KU4870
 KU4870  STATE/COUNTY-  NY/NASSAU
 KU4870  USGS QUAD   -  HICKSVILLE (1979)
 KU4870
 KU4870                         *CURRENT SURVEY CONTROL
 KU4870  ___________________________________________________________________
 KU4870* NAD 83(1996)-  40 49 42.89208(N)    073 35 10.59713(W)     ADJUSTED  
 KU4870* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 KU4870  ___________________________________________________________________
 KU4870  X           -   1,365,686.183 (meters)                     COMP
 KU4870  Y           -  -4,636,103.665 (meters)                     COMP
 KU4870  Z           -   4,148,046.583 (meters)                     COMP
 KU4870  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 KU4870  ELLIP HEIGHT-          13.82  (meters)          (12/03/02) GPS OBS
 KU4870  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU4870
 KU4870  HORZ ORDER  -  FIRST
 KU4870  ELLP ORDER  -  FOURTH    CLASS II
 KU4870
 KU4870.The horizontal coordinates were established by GPS observations
 KU4870.and adjusted by the National Geodetic Survey in January 1999..
 KU4870
 KU4870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4870
 KU4870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4870
 KU4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4870
 KU4870.The ellipsoidal height was determined by GPS observations
 KU4870.and is referenced to NAD 83.
 KU4870
 KU4870.The geoid height was determined by GEOID03.
 KU4870
 KU4870;                    North         East     Units Scale Factor Converg.
 KU4870;SPC NY L     -    73,585.597   334,898.383   MT  0.99999497   +0 16 14.2
 KU4870;SPC NY L     -   241,422.08  1,098,745.78   sFT  0.99999497   +0 16 14.2
 KU4870;UTM  18      - 4,520,689.836   619,205.553   MT  0.99977490   +0 55 27.8
 KU4870
 KU4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4870!SPC NY L     -   0.99999783  x   0.99999497  =   0.99999280
 KU4870!UTM  18      -   0.99999783  x   0.99977490  =   0.99977273
 KU4870
 KU4870|---------------------------------------------------------------------|
 KU4870| PID    Reference Object                     Distance      Geod. Az  |
 KU4870|                                                           dddmmss.s |
 KU4870| KU4852 10E 19N                             235.276 METERS 24558     |
 KU4870|---------------------------------------------------------------------|
 KU4870
 KU4870                          SUPERSEDED SURVEY CONTROL
 KU4870
 KU4870  ELLIP H (01/11/99)   13.83   (m)                       GP(       ) 4 1
 KU4870  NAD 83(1996)-  40 49 42.89504(N)    073 35 10.59604(W) AD(       ) 1
 KU4870  NAD 83(1992)-  40 49 42.89491(N)    073 35 10.59582(W) AD(       ) 1
 KU4870  NAD 83(1986)-  40 49 42.89560(N)    073 35 10.59726(W) AD(       ) 1
 KU4870  NGVD 29 (03/24/92)   45.2    (m)          148.     (f) GPS OBS        
 KU4870
 KU4870.Superseded values are not recommended for survey control.
 KU4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4870.See file dsdata.txt to determine how the superseded data were derived.
 KU4870
 KU4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1920620690(NAD 83)
 KU4870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4870_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4870_STAMPING: 10E19NAZ
 KU4870_MARK LOGO: NYDPW 
 KU4870_PROJECTION: RECESSED 8 CENTIMETERS
 KU4870_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4870+STABILITY: POSITION/ELEVATION WELL
 KU4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4870+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 KU4870_ROD/PIPE-DEPTH: 20.6 meters
 KU4870_SLEEVE-DEPTH  : 1.52 meters
 KU4870
 KU4870  HISTORY     - Date     Condition        Report By
 KU4870  HISTORY     - 1989     MONUMENTED       SBAS
 KU4870  HISTORY     - 19910206 GOOD
 KU4870
 KU4870                          STATION DESCRIPTION
 KU4870
 KU4870'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4870'THE POINT IS LOCATED IN OLD BROOKVILLE, TOWN OF OYSTER BAY, 15 FEET
 KU4870'(4.6 M) NORTH OF THE CENTERLINE OF OVERBROOKE LANE AND 814 FEET
 KU4870'(248.1 M) EAST OF THE CENTERLINE OF CHARLES WAY,IN GRASS AREA
 KU4870'ADJACENT TO THE PAVEMENT.
 KU4870'THE LOCATION TIES ARE 45.3 FEET (13.8 M) FROM THE WATER METER OF HOUSE
 KU4870'NUMBER 22, 3.8 FEET (1.2 M) FROM THE FACE OF THE CURB AND 26.7 FEET
 KU4870'(8.1 M) FROM THE HYDRANT.
 KU4870
 KU4870                          STATION RECOVERY (1991)
 KU4870
 KU4870'RECOVERED 1991
 KU4870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4853 ***********************************************************************
 KU4853  DESIGNATION -  10E 20N
 KU4853  PID         -  KU4853
 KU4853  STATE/COUNTY-  NY/NASSAU
 KU4853  USGS QUAD   -  HICKSVILLE (1979)
 KU4853
 KU4853                         *CURRENT SURVEY CONTROL
 KU4853  ___________________________________________________________________
 KU4853* NAD 83(1996)-  40 50 27.41257(N)    073 35 06.41991(W)     ADJUSTED  
 KU4853* NAVD 88     -        51.7    (meters)     170.     (feet)  VERTCON   
 KU4853  ___________________________________________________________________
 KU4853  X           -   1,365,527.761 (meters)                     COMP
 KU4853  Y           -  -4,635,219.548 (meters)                     COMP
 KU4853  Z           -   4,149,090.107 (meters)                     COMP
 KU4853  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 KU4853  ELLIP HEIGHT-          20.63  (meters)          (12/03/02) GPS OBS
 KU4853  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KU4853
 KU4853  HORZ ORDER  -  FIRST
 KU4853  ELLP ORDER  -  FOURTH    CLASS II
 KU4853
 KU4853.The horizontal coordinates were established by GPS observations
 KU4853.and adjusted by the National Geodetic Survey in January 1999..
 KU4853
 KU4853.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4853
 KU4853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4853
 KU4853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4853
 KU4853.The ellipsoidal height was determined by GPS observations
 KU4853.and is referenced to NAD 83.
 KU4853
 KU4853.The geoid height was determined by GEOID03.
 KU4853
 KU4853;                    North         East     Units Scale Factor Converg.
 KU4853;SPC NY L     -    74,959.380   334,989.755   MT  0.99999491   +0 16 16.9
 KU4853;SPC NY L     -   245,929.23  1,099,045.55   sFT  0.99999491   +0 16 16.9
 KU4853;UTM  18      - 4,522,064.270   619,281.224   MT  0.99977512   +0 55 31.4
 KU4853
 KU4853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4853!SPC NY L     -   0.99999676  x   0.99999491  =   0.99999167
 KU4853!UTM  18      -   0.99999676  x   0.99977512  =   0.99977188
 KU4853
 KU4853|---------------------------------------------------------------------|
 KU4853| PID    Reference Object                     Distance      Geod. Az  |
 KU4853|                                                           dddmmss.s |
 KU4853| KU4871 10E 20N AZ                          154.562 METERS 06631     |
 KU4853|---------------------------------------------------------------------|
 KU4853
 KU4853                          SUPERSEDED SURVEY CONTROL
 KU4853
 KU4853  ELLIP H (01/11/99)   20.63   (m)                       GP(       ) 4 1
 KU4853  NAD 83(1996)-  40 50 27.41552(N)    073 35 06.41885(W) AD(       ) 1
 KU4853  NAD 83(1992)-  40 50 27.41538(N)    073 35 06.41863(W) AD(       ) 1
 KU4853  NAD 83(1986)-  40 50 27.41612(N)    073 35 06.42017(W) AD(       ) 1
 KU4853  NGVD 29 (03/24/92)   52.0    (m)          171.     (f) GPS OBS        
 KU4853
 KU4853.Superseded values are not recommended for survey control.
 KU4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4853.See file dsdata.txt to determine how the superseded data were derived.
 KU4853
 KU4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1928122064(NAD 83)
 KU4853_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4853_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4853_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4853_STAMPING: 10E20N
 KU4853_MARK LOGO: NYDPW 
 KU4853_PROJECTION: RECESSED 8 CENTIMETERS
 KU4853_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4853+STABILITY: POSITION/ELEVATION WELL
 KU4853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4853+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 KU4853_ROD/PIPE-DEPTH: 13.3 meters
 KU4853_SLEEVE-DEPTH  : 1.52 meters
 KU4853
 KU4853  HISTORY     - Date     Condition        Report By
 KU4853  HISTORY     - 1989     MONUMENTED       SBAS
 KU4853  HISTORY     - 19900124 GOOD
 KU4853
 KU4853                          STATION DESCRIPTION
 KU4853
 KU4853'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4853'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 49 FEET
 KU4853'(14.9 M) SOUTH EAST OF THE CENTER OF THE CUL-DE-SAC AT HIGH MEADOW
 KU4853'COURT AND 865 FEET (263.7 M) WEST OF THE CENTERLINE OF PIPING ROCK
 KU4853'ROAD,IN THE CONCRETE GUTTER
 KU4853'THE LOCATION TIES ARE 43.8 FEET (13.4 M) FROM THE HYDRANT, 1.2 FEET
 KU4853'(0.4 M) FROM THE EDGE OF THE PAVEMENT AND 66.7 FEET (20.3 M) FROM THE
 KU4853'CATCH BASIN.
 KU4853
 KU4853                          STATION RECOVERY (1990)
 KU4853
 KU4853'RECOVERED 1990
 KU4853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4871 ***********************************************************************
 KU4871  DESIGNATION -  10E 20N AZ
 KU4871  PID         -  KU4871
 KU4871  STATE/COUNTY-  NY/NASSAU
 KU4871  USGS QUAD   -  HICKSVILLE (1979)
 KU4871
 KU4871                         *CURRENT SURVEY CONTROL
 KU4871  ___________________________________________________________________
 KU4871* NAD 83(1996)-  40 50 29.40933(N)    073 35 00.36882(W)     ADJUSTED  
 KU4871* NAVD 88     -        52.4    (meters)     172.     (feet)  VERTCON   
 KU4871  ___________________________________________________________________
 KU4871  X           -   1,365,652.511 (meters)                     COMP
 KU4871  Y           -  -4,635,141.369 (meters)                     COMP
 KU4871  Z           -   4,149,137.177 (meters)                     COMP
 KU4871  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KU4871  ELLIP HEIGHT-          21.35  (meters)          (12/03/02) GPS OBS
 KU4871  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU4871
 KU4871  HORZ ORDER  -  FIRST
 KU4871  ELLP ORDER  -  FOURTH    CLASS II
 KU4871
 KU4871.The horizontal coordinates were established by GPS observations
 KU4871.and adjusted by the National Geodetic Survey in January 1999..
 KU4871
 KU4871.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4871
 KU4871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4871
 KU4871.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4871
 KU4871.The ellipsoidal height was determined by GPS observations
 KU4871.and is referenced to NAD 83.
 KU4871
 KU4871.The geoid height was determined by GEOID03.
 KU4871
 KU4871;                    North         East     Units Scale Factor Converg.
 KU4871;SPC NY L     -    75,021.646   335,131.219   MT  0.99999491   +0 16 20.9
 KU4871;SPC NY L     -   246,133.52  1,099,509.67   sFT  0.99999491   +0 16 20.9
 KU4871;UTM  18      - 4,522,128.134   619,421.937   MT  0.99977553   +0 55 35.4
 KU4871
 KU4871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4871!SPC NY L     -   0.99999665  x   0.99999491  =   0.99999156
 KU4871!UTM  18      -   0.99999665  x   0.99977553  =   0.99977218
 KU4871
 KU4871|---------------------------------------------------------------------|
 KU4871| PID    Reference Object                     Distance      Geod. Az  |
 KU4871|                                                           dddmmss.s |
 KU4871| KU4853 10E 20N                             154.562 METERS 24631     |
 KU4871|---------------------------------------------------------------------|
 KU4871
 KU4871                          SUPERSEDED SURVEY CONTROL
 KU4871
 KU4871  ELLIP H (01/11/99)   21.35   (m)                       GP(       ) 4 1
 KU4871  NAD 83(1996)-  40 50 29.41227(N)    073 35 00.36778(W) AD(       ) 1
 KU4871  NAD 83(1992)-  40 50 29.41214(N)    073 35 00.36755(W) AD(       ) 1
 KU4871  NAD 83(1986)-  40 50 29.41288(N)    073 35 00.36908(W) AD(       ) 1
 KU4871  NGVD 29 (03/24/92)   52.7    (m)          173.     (f) GPS OBS        
 KU4871
 KU4871.Superseded values are not recommended for survey control.
 KU4871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4871.See file dsdata.txt to determine how the superseded data were derived.
 KU4871
 KU4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1942222128(NAD 83)
 KU4871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4871_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4871_STAMPING: 10E20NAZ
 KU4871_MARK LOGO: NYDPW 
 KU4871_PROJECTION: RECESSED 8 CENTIMETERS
 KU4871_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4871+STABILITY: POSITION/ELEVATION WELL
 KU4871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4871+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 KU4871_ROD/PIPE-DEPTH: 20.6 meters
 KU4871_SLEEVE-DEPTH  : 1.52 meters
 KU4871
 KU4871  HISTORY     - Date     Condition        Report By
 KU4871  HISTORY     - 1989     MONUMENTED       SBAS
 KU4871  HISTORY     - 19900423 GOOD
 KU4871
 KU4871                          STATION DESCRIPTION
 KU4871
 KU4871'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4871'THE POINT IS LOCATED IN OLD BROOKVILLE, TOWN OF OYSTER BAY, 11 FEET
 KU4871'(3.4 M) SOUTH OF THE CENTERLINE OF HIGH MEADOW COURT AND 491 FEET
 KU4871'(149.7 M) WEST OF THE CENTERLINE OF PIPING ROCK ROAD,IN THE PAVED
 KU4871'ROADWAY.
 KU4871'THE LOCATION TIES ARE 80.5 FEET (24.5 M) FROM THE SOUTH EAST CORNER OF
 KU4871'THE DRIVEWAY, 26.5 FEET (8.1 M) FROM THE HYDRANT AND 0.9 FEET
 KU4871'(0.3 M) FROM THE EDGE OF THE PAVEMENT.
 KU4871
 KU4871                          STATION RECOVERY (1990)
 KU4871
 KU4871'RECOVERED 1990
 KU4871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4854 ***********************************************************************
 KU4854  DESIGNATION -  10E 21N
 KU4854  PID         -  KU4854
 KU4854  STATE/COUNTY-  NY/NASSAU
 KU4854  USGS QUAD   -  HICKSVILLE (1979)
 KU4854
 KU4854                         *CURRENT SURVEY CONTROL
 KU4854  ___________________________________________________________________
 KU4854* NAD 83(1996)-  40 51 26.52396(N)    073 36 06.62455(W)     ADJUSTED  
 KU4854* NAVD 88     -        39.8    (meters)     131.     (feet)  VERTCON   
 KU4854  ___________________________________________________________________
 KU4854  X           -   1,363,835.542 (meters)                     COMP
 KU4854  Y           -  -4,634,465.177 (meters)                     COMP
 KU4854  Z           -   4,150,461.671 (meters)                     COMP
 KU4854  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KU4854  ELLIP HEIGHT-           8.78  (meters)          (12/03/02) GPS OBS
 KU4854  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4854
 KU4854  HORZ ORDER  -  FIRST
 KU4854  ELLP ORDER  -  FOURTH    CLASS II
 KU4854
 KU4854.The horizontal coordinates were established by GPS observations
 KU4854.and adjusted by the National Geodetic Survey in January 1999..
 KU4854
 KU4854.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4854
 KU4854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4854
 KU4854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4854
 KU4854.The ellipsoidal height was determined by GPS observations
 KU4854.and is referenced to NAD 83.
 KU4854
 KU4854.The geoid height was determined by GEOID03.
 KU4854
 KU4854;                    North         East     Units Scale Factor Converg.
 KU4854;SPC NY L     -    76,776.245   333,571.077   MT  0.99999491   +0 15 37.5
 KU4854;SPC NY L     -   251,890.06  1,094,391.11   sFT  0.99999491   +0 15 37.5
 KU4854;UTM  18      - 4,523,864.420   617,842.214   MT  0.99977092   +0 54 53.1
 KU4854
 KU4854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4854!SPC NY L     -   0.99999862  x   0.99999491  =   0.99999353
 KU4854!UTM  18      -   0.99999862  x   0.99977092  =   0.99976954
 KU4854
 KU4854|---------------------------------------------------------------------|
 KU4854| PID    Reference Object                     Distance      Geod. Az  |
 KU4854|                                                           dddmmss.s |
 KU4854| KU4872 10E 21N AZ                          353.906 METERS 17306     |
 KU4854|---------------------------------------------------------------------|
 KU4854
 KU4854                          SUPERSEDED SURVEY CONTROL
 KU4854
 KU4854  ELLIP H (01/11/99)    8.78   (m)                       GP(       ) 4 1
 KU4854  NAD 83(1996)-  40 51 26.52689(N)    073 36 06.62349(W) AD(       ) 1
 KU4854  NAD 83(1992)-  40 51 26.52675(N)    073 36 06.62326(W) AD(       ) 1
 KU4854  NAD 83(1986)-  40 51 26.52750(N)    073 36 06.62488(W) AD(       ) 1
 KU4854  NGVD 29 (03/24/92)   40.1    (m)          132.     (f) GPS OBS        
 KU4854
 KU4854.Superseded values are not recommended for survey control.
 KU4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4854.See file dsdata.txt to determine how the superseded data were derived.
 KU4854
 KU4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1784223864(NAD 83)
 KU4854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4854_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4854_STAMPING: 10E21N
 KU4854_MARK LOGO: NYDPW 
 KU4854_PROJECTION: RECESSED 8 CENTIMETERS
 KU4854_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4854+STABILITY: POSITION/ELEVATION WELL
 KU4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4854+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KU4854_ROD/PIPE-DEPTH: 20.6 meters
 KU4854_SLEEVE-DEPTH  : 1.52 meters
 KU4854
 KU4854  HISTORY     - Date     Condition        Report By
 KU4854  HISTORY     - 1989     MONUMENTED       SBAS
 KU4854  HISTORY     - 19910219 GOOD
 KU4854
 KU4854                          STATION DESCRIPTION
 KU4854
 KU4854'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4854'THE POINT IS LOCATED IN GLEN COVE, CITY OF GLEN COVE, 36 FEET
 KU4854'(11.0 M) SOUTH OF THE CENTERLINE OF MERCANDANTE PLACE AND 20 FEET
 KU4854'(6.1 M) EAST OF LAWRENCE LANE,IN THE CONCRETE SIDEWALK.
 KU4854'THE LOCATION TIES ARE 42.0 FEET (12.8 M) FROM THE MANHOLE, 6.8 FEET
 KU4854'(2.1 M) FROM THE NORTHERLY GAS VALVE AND 8.4 FEET (2.6 M) FROM THE
 KU4854'SOUTHERLY GAS VALVE.
 KU4854
 KU4854                          STATION RECOVERY (1991)
 KU4854
 KU4854'RECOVERED 1991
 KU4854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4872 ***********************************************************************
 KU4872  DESIGNATION -  10E 21N AZ
 KU4872  PID         -  KU4872
 KU4872  STATE/COUNTY-  NY/NASSAU
 KU4872  USGS QUAD   -  HICKSVILLE (1979)
 KU4872
 KU4872                         *CURRENT SURVEY CONTROL
 KU4872  ___________________________________________________________________
 KU4872* NAD 83(1996)-  40 51 15.13444(N)    073 36 04.80787(W)     ADJUSTED  
 KU4872* NAVD 88     -        41.7    (meters)     137.     (feet)  VERTCON   
 KU4872  ___________________________________________________________________
 KU4872  X           -   1,363,941.647 (meters)                     COMP
 KU4872  Y           -  -4,634,675.010 (meters)                     COMP
 KU4872  Z           -   4,150,197.163 (meters)                     COMP
 KU4872  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KU4872  ELLIP HEIGHT-          10.66  (meters)          (12/03/02) GPS OBS
 KU4872  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4872
 KU4872  HORZ ORDER  -  FIRST
 KU4872  ELLP ORDER  -  FOURTH    CLASS II
 KU4872
 KU4872.The horizontal coordinates were established by GPS observations
 KU4872.and adjusted by the National Geodetic Survey in January 1999..
 KU4872
 KU4872.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4872
 KU4872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4872
 KU4872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4872
 KU4872.The ellipsoidal height was determined by GPS observations
 KU4872.and is referenced to NAD 83.
 KU4872
 KU4872.The geoid height was determined by GEOID03.
 KU4872
 KU4872;                    North         East     Units Scale Factor Converg.
 KU4872;SPC NY L     -    76,425.105   333,615.224   MT  0.99999490   +0 15 38.7
 KU4872;SPC NY L     -   250,738.03  1,094,535.95   sFT  0.99999490   +0 15 38.7
 KU4872;UTM  18      - 4,523,513.886   617,890.357   MT  0.99977106   +0 54 54.1
 KU4872
 KU4872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4872!SPC NY L     -   0.99999833  x   0.99999490  =   0.99999323
 KU4872!UTM  18      -   0.99999833  x   0.99977106  =   0.99976939
 KU4872
 KU4872|---------------------------------------------------------------------|
 KU4872| PID    Reference Object                     Distance      Geod. Az  |
 KU4872|                                                           dddmmss.s |
 KU4872| KU4854 10E 21N                             353.906 METERS 35306     |
 KU4872|---------------------------------------------------------------------|
 KU4872
 KU4872                          SUPERSEDED SURVEY CONTROL
 KU4872
 KU4872  ELLIP H (01/11/99)   10.66   (m)                       GP(       ) 4 1
 KU4872  NAD 83(1996)-  40 51 15.13737(N)    073 36 04.80682(W) AD(       ) 1
 KU4872  NAD 83(1992)-  40 51 15.13724(N)    073 36 04.80659(W) AD(       ) 1
 KU4872  NAD 83(1986)-  40 51 15.13799(N)    073 36 04.80821(W) AD(       ) 1
 KU4872  NGVD 29 (03/24/92)   42.0    (m)          138.     (f) GPS OBS        
 KU4872
 KU4872.Superseded values are not recommended for survey control.
 KU4872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4872.See file dsdata.txt to determine how the superseded data were derived.
 KU4872
 KU4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1789023514(NAD 83)
 KU4872_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4872_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4872_STAMPING: 10E21NAZ
 KU4872_MARK LOGO: NYDPW 
 KU4872_PROJECTION: RECESSED 8 CENTIMETERS
 KU4872_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4872+STABILITY: POSITION/ELEVATION WELL
 KU4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4872+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 KU4872_ROD/PIPE-DEPTH: 20.6 meters
 KU4872_SLEEVE-DEPTH  : 1.52 meters
 KU4872
 KU4872  HISTORY     - Date     Condition        Report By
 KU4872  HISTORY     - 1989     MONUMENTED       SBAS
 KU4872  HISTORY     - 19910327 GOOD
 KU4872
 KU4872                          STATION DESCRIPTION
 KU4872
 KU4872'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4872'THE POINT IS LOCATED IN GLEN HEAD, TOWN OF OYSTER BAY, 182 FEET
 KU4872'(55.5 M) NORTH OF THE CENTERLINE OF FROST POND ROAD AND 13 FEET
 KU4872'(4.0 M) WEST OF THE CENTERLINE OF LAWRENCE LANE,IN THE PAVED ROADWAY.
 KU4872'THE LOCATION TIES ARE 28.3 FEET (8.6 M) FROM THE CORNER POST OF THE
 KU4872'POST AND RAIL FENCE, 18.0 FEET (5.5 M) FROM THE WATER METER OF HOUSE
 KU4872'NUMBER 200 AND 34.5 FEET (10.5 M) FROM THE LIGHT POLE.
 KU4872
 KU4872                          STATION RECOVERY (1991)
 KU4872
 KU4872'RECOVERED 1991
 KU4872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4873 ***********************************************************************
 KU4873  DESIGNATION -  10E 22N AZ
 KU4873  PID         -  KU4873
 KU4873  STATE/COUNTY-  NY/NASSAU
 KU4873  USGS QUAD   -  HICKSVILLE (1979)
 KU4873
 KU4873                         *CURRENT SURVEY CONTROL
 KU4873  ___________________________________________________________________
 KU4873* NAD 83(1996)-  40 52 24.54225(N)    073 36 00.93671(W)     ADJUSTED  
 KU4873* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 KU4873  ___________________________________________________________________
 KU4873  X           -   1,363,632.208 (meters)                     COMP
 KU4873  Y           -  -4,633,302.462 (meters)                     COMP
 KU4873  Z           -   4,151,813.565 (meters)                     COMP
 KU4873  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 KU4873  ELLIP HEIGHT-           6.36  (meters)          (12/03/02) GPS OBS
 KU4873  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU4873
 KU4873  HORZ ORDER  -  FIRST
 KU4873  ELLP ORDER  -  FOURTH    CLASS II
 KU4873
 KU4873.The horizontal coordinates were established by GPS observations
 KU4873.and adjusted by the National Geodetic Survey in January 1999..
 KU4873
 KU4873.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4873
 KU4873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4873
 KU4873.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4873
 KU4873.The ellipsoidal height was determined by GPS observations
 KU4873.and is referenced to NAD 83.
 KU4873
 KU4873.The geoid height was determined by GEOID03.
 KU4873
 KU4873;                    North         East     Units Scale Factor Converg.
 KU4873;SPC NY L     -    78,566.548   333,696.124   MT  0.99999498   +0 15 41.3
 KU4873;SPC NY L     -   257,763.75  1,094,801.37   sFT  0.99999498   +0 15 41.3
 KU4873;SPC NY E     -   226,888.699   225,837.208   MT  0.99997077   +0 35 19.7
 KU4873;SPC NY E     -   744,384.01    740,934.24   sFT  0.99997077   +0 35 19.7
 KU4873;UTM  18      - 4,525,655.634   617,946.780   MT  0.99977122   +0 54 57.9
 KU4873
 KU4873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4873!SPC NY L     -   0.99999900  x   0.99999498  =   0.99999398
 KU4873!SPC NY E     -   0.99999900  x   0.99997077  =   0.99996977
 KU4873!UTM  18      -   0.99999900  x   0.99977122  =   0.99977022
 KU4873
 KU4873|---------------------------------------------------------------------|
 KU4873| PID    Reference Object                     Distance      Geod. Az  |
 KU4873|                                                           dddmmss.s |
 KU4873| KU4547 10 E 22 N 1                         316.022 METERS 05206     |
 KU4873|---------------------------------------------------------------------|
 KU4873
 KU4873                          SUPERSEDED SURVEY CONTROL
 KU4873
 KU4873  ELLIP H (01/11/99)    6.37   (m)                       GP(       ) 4 1
 KU4873  NAD 83(1996)-  40 52 24.54514(N)    073 36 00.93567(W) AD(       ) 1
 KU4873  NAD 83(1992)-  40 52 24.54500(N)    073 36 00.93545(W) AD(       ) 1
 KU4873  NAD 83(1986)-  40 52 24.54570(N)    073 36 00.93724(W) AD(       ) 1
 KU4873  NGVD 29 (03/24/92)   37.6    (m)          123.     (f) GPS OBS        
 KU4873
 KU4873.Superseded values are not recommended for survey control.
 KU4873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4873.See file dsdata.txt to determine how the superseded data were derived.
 KU4873
 KU4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1794725656(NAD 83)
 KU4873_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4873_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4873_STAMPING: 10E22NAZ
 KU4873_MARK LOGO: NYDPW 
 KU4873_PROJECTION: RECESSED 8 CENTIMETERS
 KU4873_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4873+STABILITY: POSITION/ELEVATION WELL
 KU4873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4873+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 KU4873_ROD/PIPE-DEPTH: 20.6 meters
 KU4873_SLEEVE-DEPTH  : 1.52 meters
 KU4873
 KU4873  HISTORY     - Date     Condition        Report By
 KU4873  HISTORY     - 1989     MONUMENTED       SBAS
 KU4873  HISTORY     - 19900514 GOOD
 KU4873
 KU4873                          STATION DESCRIPTION
 KU4873
 KU4873'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4873'THE POINT IS LOCATED IN LOCUST VALLEY, TOWN OF OYSTER BAY, 225 FEET
 KU4873'(68.6 M) EAST OF THE CENTERLINE OF SOUTH FOURTH STREET AND 27 FEET
 KU4873'(8.2 M) SOUTH OF THE CENTERLINE OF ELM STREET,IN THE GRASS AREA OF
 KU4873'THE PARKING LOT.
 KU4873'THE LOCATION TIES ARE 52.3 FEET (15.9 M) FROM THE SOUTH EAST CORNER OF
 KU4873'THE WESTERLY CATCH BASIN, 52.6 FEET (16.0 M) FROM THE SOUTH WEST
 KU4873'CORNER OF THE EASTERLY CATCH BASIN AND 53.2 FEET (16.2 M) FROM THE
 KU4873'NORTH WESTERLY DRAIN MANHOLE.
 KU4873
 KU4873                          STATION RECOVERY (1990)
 KU4873
 KU4873'RECOVERED 1990
 KU4873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4855 ***********************************************************************
 KU4855  DESIGNATION -  10E 23N
 KU4855  PID         -  KU4855
 KU4855  STATE/COUNTY-  NY/NASSAU
 KU4855  USGS QUAD   -  BAYVILLE (1975)
 KU4855
 KU4855                         *CURRENT SURVEY CONTROL
 KU4855  ___________________________________________________________________
 KU4855* NAD 83(1996)-  40 53 18.91692(N)    073 35 24.40176(W)     ADJUSTED  
 KU4855* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 KU4855  ___________________________________________________________________
 KU4855  X           -   1,364,138.227 (meters)                     COMP
 KU4855  Y           -  -4,631,992.479 (meters)                     COMP
 KU4855  Z           -   4,153,067.942 (meters)                     COMP
 KU4855  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KU4855  ELLIP HEIGHT-         -14.73  (meters)          (12/03/02) GPS OBS
 KU4855  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU4855
 KU4855  HORZ ORDER  -  FIRST
 KU4855  ELLP ORDER  -  FOURTH    CLASS II
 KU4855
 KU4855.The horizontal coordinates were established by GPS observations
 KU4855.and adjusted by the National Geodetic Survey in January 1999..
 KU4855
 KU4855.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4855
 KU4855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4855
 KU4855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4855
 KU4855.The ellipsoidal height was determined by GPS observations
 KU4855.and is referenced to NAD 83.
 KU4855
 KU4855.The geoid height was determined by GEOID03.
 KU4855
 KU4855;                    North         East     Units Scale Factor Converg.
 KU4855;SPC NY L     -    80,247.806   334,543.746   MT  0.99999513   +0 16 05.2
 KU4855;SPC NY L     -   263,279.68  1,097,582.27   sFT  0.99999513   +0 16 05.2
 KU4855;SPC NY E     -   228,574.734   226,675.189   MT  0.99997234   +0 35 44.3
 KU4855;SPC NY E     -   749,915.61    743,683.52   sFT  0.99997234   +0 35 44.3
 KU4855;UTM  18      - 4,527,346.092   618,774.950   MT  0.99977364   +0 55 22.8
 KU4855
 KU4855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4855!SPC NY L     -   1.00000231  x   0.99999513  =   0.99999744
 KU4855!SPC NY E     -   1.00000231  x   0.99997234  =   0.99997465
 KU4855!UTM  18      -   1.00000231  x   0.99977364  =   0.99977595
 KU4855
 KU4855|---------------------------------------------------------------------|
 KU4855| PID    Reference Object                     Distance      Geod. Az  |
 KU4855|                                                           dddmmss.s |
 KU4855| KU4874 10E 23N AZ                          178.770 METERS 28015     |
 KU4855|---------------------------------------------------------------------|
 KU4855
 KU4855                          SUPERSEDED SURVEY CONTROL
 KU4855
 KU4855  ELLIP H (01/11/99)  -14.73   (m)                       GP(       ) 4 1
 KU4855  NAD 83(1996)-  40 53 18.91982(N)    073 35 24.40072(W) AD(       ) 1
 KU4855  NAD 83(1992)-  40 53 18.91968(N)    073 35 24.40049(W) AD(       ) 1
 KU4855  NAD 83(1986)-  40 53 18.92045(N)    073 35 24.40233(W) AD(       ) 1
 KU4855  NGVD 29 (03/24/92)   16.5    (m)           54.     (f) GPS OBS        
 KU4855
 KU4855.Superseded values are not recommended for survey control.
 KU4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4855.See file dsdata.txt to determine how the superseded data were derived.
 KU4855
 KU4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1877527346(NAD 83)
 KU4855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4855_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4855_STAMPING: 10E23N
 KU4855_MARK LOGO: NYDPW 
 KU4855_PROJECTION: RECESSED 8 CENTIMETERS
 KU4855_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4855+STABILITY: POSITION/ELEVATION WELL
 KU4855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4855+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1991
 KU4855_ROD/PIPE-DEPTH: 20.6 meters
 KU4855_SLEEVE-DEPTH  : 1.52 meters
 KU4855
 KU4855  HISTORY     - Date     Condition        Report By
 KU4855  HISTORY     - 1989     MONUMENTED       SBAS
 KU4855  HISTORY     - 19910328 GOOD
 KU4855
 KU4855                          STATION DESCRIPTION
 KU4855
 KU4855'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4855'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, 30 FEET
 KU4855'(9.1 M) SOUTH WEST OF THE CENTERLINE OF THE LOCUST VALLEY HIGH SCHOOL
 KU4855'ENTRANCE ROAD AND 150 FEET (45.7 M) NORTH WEST OF THE CENTERLINE OF
 KU4855'HORSE HOLLOW ROAD,IN THE GRASS AREA ADJACENT TO THE PAVEMENT.
 KU4855'THE LOCATION TIES ARE 54.7 FEET (16.7 M) FROM THE CATCH BASIN, 69.4
 KU4855'FEET (21.2 M) FROM THE LIGHT POLE AND 15.5 FEET (4.7 M) FROM THE EDGE
 KU4855'OF THE PAVEMENT.
 KU4855
 KU4855                          STATION RECOVERY (1991)
 KU4855
 KU4855'RECOVERED 1991
 KU4855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4874 ***********************************************************************
 KU4874  DESIGNATION -  10E 23N AZ
 KU4874  PID         -  KU4874
 KU4874  STATE/COUNTY-  NY/NASSAU
 KU4874  USGS QUAD   -  BAYVILLE (1975)
 KU4874
 KU4874                         *CURRENT SURVEY CONTROL
 KU4874  ___________________________________________________________________
 KU4874* NAD 83(1996)-  40 53 19.94763(N)    073 35 31.91643(W)     ADJUSTED  
 KU4874* NAVD 88     -        18.7    (meters)      61.     (feet)  VERTCON   
 KU4874  ___________________________________________________________________
 KU4874  X           -   1,363,964.125 (meters)                     COMP
 KU4874  Y           -  -4,632,024.015 (meters)                     COMP
 KU4874  Z           -   4,153,093.608 (meters)                     COMP
 KU4874  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 KU4874  ELLIP HEIGHT-         -12.24  (meters)          (12/03/02) GPS OBS
 KU4874  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU4874
 KU4874  HORZ ORDER  -  FIRST
 KU4874  ELLP ORDER  -  FOURTH    CLASS II
 KU4874
 KU4874.The horizontal coordinates were established by GPS observations
 KU4874.and adjusted by the National Geodetic Survey in January 1999..
 KU4874
 KU4874.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4874
 KU4874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4874
 KU4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4874
 KU4874.The ellipsoidal height was determined by GPS observations
 KU4874.and is referenced to NAD 83.
 KU4874
 KU4874.The geoid height was determined by GEOID03.
 KU4874
 KU4874;                    North         East     Units Scale Factor Converg.
 KU4874;SPC NY L     -    80,278.780   334,367.681   MT  0.99999513   +0 16 00.2
 KU4874;SPC NY L     -   263,381.30  1,097,004.63   sFT  0.99999513   +0 16 00.2
 KU4874;SPC NY E     -   228,604.700   226,498.954   MT  0.99997201   +0 35 39.4
 KU4874;SPC NY E     -   750,013.92    743,105.32   sFT  0.99997201   +0 35 39.4
 KU4874;UTM  18      - 4,527,375.045   618,598.582   MT  0.99977312   +0 55 17.9
 KU4874
 KU4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4874!SPC NY L     -   1.00000192  x   0.99999513  =   0.99999705
 KU4874!SPC NY E     -   1.00000192  x   0.99997201  =   0.99997393
 KU4874!UTM  18      -   1.00000192  x   0.99977312  =   0.99977504
 KU4874
 KU4874|---------------------------------------------------------------------|
 KU4874| PID    Reference Object                     Distance      Geod. Az  |
 KU4874|                                                           dddmmss.s |
 KU4874| KU4855 10E 23N                             178.770 METERS 10015     |
 KU4874|---------------------------------------------------------------------|
 KU4874
 KU4874                          SUPERSEDED SURVEY CONTROL
 KU4874
 KU4874  ELLIP H (01/11/99)  -12.23   (m)                       GP(       ) 4 1
 KU4874  NAD 83(1996)-  40 53 19.95052(N)    073 35 31.91540(W) AD(       ) 1
 KU4874  NAD 83(1992)-  40 53 19.95038(N)    073 35 31.91517(W) AD(       ) 1
 KU4874  NAD 83(1986)-  40 53 19.95113(N)    073 35 31.91697(W) AD(       ) 1
 KU4874  NGVD 29 (03/24/92)   19.0    (m)           62.     (f) GPS OBS        
 KU4874
 KU4874.Superseded values are not recommended for survey control.
 KU4874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4874.See file dsdata.txt to determine how the superseded data were derived.
 KU4874
 KU4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1859927375(NAD 83)
 KU4874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4874_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4874_STAMPING: 10E23NAZ
 KU4874_MARK LOGO: NYDPW 
 KU4874_PROJECTION: RECESSED 8 CENTIMETERS
 KU4874_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4874+STABILITY: POSITION/ELEVATION WELL
 KU4874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4874+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1991
 KU4874_ROD/PIPE-DEPTH: 20.6 meters
 KU4874_SLEEVE-DEPTH  : 1.52 meters
 KU4874
 KU4874  HISTORY     - Date     Condition        Report By
 KU4874  HISTORY     - 1989     MONUMENTED       SBAS
 KU4874  HISTORY     - 19910405 GOOD
 KU4874
 KU4874                          STATION DESCRIPTION
 KU4874
 KU4874'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4874'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, 77 FEET
 KU4874'(23.5 M) SOUTH WEST OF THE CENTERLINE OF LOCUST VALLEY HIGH SCHOOL
 KU4874'ENTRANCE ROAD AND 780 FEET (237.7 M) NORTH WEST OF THE CENTERLINE OF
 KU4874'HORSE HOLLOW ROAD,IN THE GRASS.
 KU4874'THE LOCATION TIES ARE 53.0 FEET (16.2 M) FROM THE STONE COLUMN, 43.5
 KU4874'FEET (13.3 M) FROM THE SOUTH EAST CORNER OF THE BRICK BUILDING AND
 KU4874'59.0 FEET (18.0 M) FROM THE NORTH EAST CORNER OF THE BRICK BUILDING.
 KU4874
 KU4874                          STATION RECOVERY (1991)
 KU4874
 KU4874'RECOVERED 1991
 KU4874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4856 ***********************************************************************
 KU4856  DESIGNATION -  10E 24N
 KU4856  PID         -  KU4856
 KU4856  STATE/COUNTY-  NY/NASSAU
 KU4856  USGS QUAD   -  BAYVILLE (1975)
 KU4856
 KU4856                         *CURRENT SURVEY CONTROL
 KU4856  ___________________________________________________________________
 KU4856* NAD 83(1996)-  40 54 29.52693(N)    073 35 33.56314(W)     ADJUSTED  
 KU4856* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 KU4856  ___________________________________________________________________
 KU4856  X           -   1,363,526.721 (meters)                     COMP
 KU4856  Y           -  -4,630,675.022 (meters)                     COMP
 KU4856  Z           -   4,154,705.285 (meters)                     COMP
 KU4856  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KU4856  ELLIP HEIGHT-         -28.57  (meters)          (12/03/02) GPS OBS
 KU4856  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 KU4856
 KU4856  HORZ ORDER  -  FIRST
 KU4856  ELLP ORDER  -  FOURTH    CLASS II
 KU4856
 KU4856.The horizontal coordinates were established by GPS observations
 KU4856.and adjusted by the National Geodetic Survey in January 1999..
 KU4856
 KU4856.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4856
 KU4856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4856
 KU4856.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4856
 KU4856.The ellipsoidal height was determined by GPS observations
 KU4856.and is referenced to NAD 83.
 KU4856
 KU4856.The geoid height was determined by GEOID03.
 KU4856
 KU4856;                    North         East     Units Scale Factor Converg.
 KU4856;SPC NY L     -    82,424.933   334,319.151   MT  0.99999541   +0 15 59.2
 KU4856;SPC NY L     -   270,422.47  1,096,845.41   sFT  0.99999541   +0 15 59.2
 KU4856;SPC NY E     -   230,750.491   226,438.154   MT  0.99997189   +0 35 39.1
 KU4856;SPC NY E     -   757,053.90    742,905.84   sFT  0.99997189   +0 35 39.1
 KU4856;UTM  18      - 4,529,520.026   618,525.534   MT  0.99977291   +0 55 18.1
 KU4856
 KU4856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4856!SPC NY L     -   1.00000448  x   0.99999541  =   0.99999989
 KU4856!SPC NY E     -   1.00000448  x   0.99997189  =   0.99997637
 KU4856!UTM  18      -   1.00000448  x   0.99977291  =   0.99977739
 KU4856
 KU4856|---------------------------------------------------------------------|
 KU4856| PID    Reference Object                     Distance      Geod. Az  |
 KU4856|                                                           dddmmss.s |
 KU4856| KU4875 10E 24N AZ                          287.445 METERS 08955     |
 KU4856|---------------------------------------------------------------------|
 KU4856
 KU4856                          SUPERSEDED SURVEY CONTROL
 KU4856
 KU4856  ELLIP H (01/11/99)  -28.56   (m)                       GP(       ) 4 1
 KU4856  NAD 83(1996)-  40 54 29.52980(N)    073 35 33.56213(W) AD(       ) 1
 KU4856  NAD 83(1992)-  40 54 29.52966(N)    073 35 33.56190(W) AD(       ) 1
 KU4856  NAD 83(1986)-  40 54 29.53042(N)    073 35 33.56386(W) AD(       ) 1
 KU4856  NGVD 29 (03/24/92)    2.6    (m)            9.     (f) GPS OBS        
 KU4856
 KU4856.Superseded values are not recommended for survey control.
 KU4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4856.See file dsdata.txt to determine how the superseded data were derived.
 KU4856
 KU4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1852629520(NAD 83)
 KU4856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4856_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4856_STAMPING: 10E24N
 KU4856_MARK LOGO: NYDPW 
 KU4856_PROJECTION: RECESSED 8 CENTIMETERS
 KU4856_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4856+STABILITY: POSITION/ELEVATION WELL
 KU4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4856+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 KU4856_ROD/PIPE-DEPTH: 18.8 meters
 KU4856_SLEEVE-DEPTH  : 1.52 meters
 KU4856
 KU4856  HISTORY     - Date     Condition        Report By
 KU4856  HISTORY     - 1989     MONUMENTED       SBAS
 KU4856  HISTORY     - 19900130 GOOD
 KU4856
 KU4856                          STATION DESCRIPTION
 KU4856
 KU4856'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4856'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, STEHLI BEACH,
 KU4856'0.5 MILES (0.8 KM) WEST OF BAYVILLE ROAD ON THE BEACH ENTRANCE ROAD
 KU4856'OPPOSITE THE TIDES MOTEL,IN THE SAND AREA SOUTH OF THE DIRT ROAD.
 KU4856'THE LOCATION TIES ARE 25.6 FEET (7.8 M) FROM THE NORTH GATE POST, 18.2
 KU4856'FEET (5.5 M) FROM THE SOUTH GATE POST AND 38.1 FEET (11.6 M) FROM THE
 KU4856'HYDRANT.
 KU4856
 KU4856                          STATION RECOVERY (1990)
 KU4856
 KU4856'RECOVERED 1990
 KU4856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4875 ***********************************************************************
 KU4875  DESIGNATION -  10E 24N AZ
 KU4875  PID         -  KU4875
 KU4875  STATE/COUNTY-  NY/NASSAU
 KU4875  USGS QUAD   -  BAYVILLE (1975)
 KU4875
 KU4875                         *CURRENT SURVEY CONTROL
 KU4875  ___________________________________________________________________
 KU4875* NAD 83(1996)-  40 54 29.53911(N)    073 35 21.28090(W)     ADJUSTED  
 KU4875* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 KU4875  ___________________________________________________________________
 KU4875  X           -   1,363,802.518 (meters)                     COMP
 KU4875  Y           -  -4,630,594.027 (meters)                     COMP
 KU4875  Z           -   4,154,705.969 (meters)                     COMP
 KU4875  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 KU4875  ELLIP HEIGHT-         -27.96  (meters)          (12/03/02) GPS OBS
 KU4875  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU4875
 KU4875  HORZ ORDER  -  FIRST
 KU4875  ELLP ORDER  -  FOURTH    CLASS II
 KU4875
 KU4875.The horizontal coordinates were established by GPS observations
 KU4875.and adjusted by the National Geodetic Survey in January 1999..
 KU4875
 KU4875.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4875
 KU4875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4875
 KU4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4875
 KU4875.The ellipsoidal height was determined by GPS observations
 KU4875.and is referenced to NAD 83.
 KU4875
 KU4875.The geoid height was determined by GEOID03.
 KU4875
 KU4875;                    North         East     Units Scale Factor Converg.
 KU4875;SPC NY L     -    82,426.651   334,606.590   MT  0.99999541   +0 16 07.2
 KU4875;SPC NY L     -   270,428.10  1,097,788.45   sFT  0.99999541   +0 16 07.2
 KU4875;SPC NY E     -   230,753.853   226,725.571   MT  0.99997243   +0 35 47.2
 KU4875;SPC NY E     -   757,064.93    743,848.81   sFT  0.99997243   +0 35 47.2
 KU4875;UTM  18      - 4,529,525.030   618,812.870   MT  0.99977375   +0 55 26.2
 KU4875
 KU4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4875!SPC NY L     -   1.00000439  x   0.99999541  =   0.99999980
 KU4875!SPC NY E     -   1.00000439  x   0.99997243  =   0.99997682
 KU4875!UTM  18      -   1.00000439  x   0.99977375  =   0.99977813
 KU4875
 KU4875|---------------------------------------------------------------------|
 KU4875| PID    Reference Object                     Distance      Geod. Az  |
 KU4875|                                                           dddmmss.s |
 KU4875| KU4856 10E 24N                             287.445 METERS 26956     |
 KU4875|---------------------------------------------------------------------|
 KU4875
 KU4875                          SUPERSEDED SURVEY CONTROL
 KU4875
 KU4875  ELLIP H (01/11/99)  -27.95   (m)                       GP(       ) 4 1
 KU4875  NAD 83(1996)-  40 54 29.54199(N)    073 35 21.27987(W) AD(       ) 1
 KU4875  NAD 83(1992)-  40 54 29.54186(N)    073 35 21.27964(W) AD(       ) 1
 KU4875  NAD 83(1986)-  40 54 29.54266(N)    073 35 21.28159(W) AD(       ) 1
 KU4875  NGVD 29 (03/24/92)    3.2    (m)           10.     (f) GPS OBS        
 KU4875
 KU4875.Superseded values are not recommended for survey control.
 KU4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4875.See file dsdata.txt to determine how the superseded data were derived.
 KU4875
 KU4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1881329525(NAD 83)
 KU4875_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4875_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4875_STAMPING: 10E24NAZ
 KU4875_MARK LOGO: NYDPW 
 KU4875_PROJECTION: RECESSED 8 CENTIMETERS
 KU4875_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4875+STABILITY: POSITION/ELEVATION WELL
 KU4875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4875+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 KU4875_ROD/PIPE-DEPTH: 20.6 meters
 KU4875_SLEEVE-DEPTH  : 1.52 meters
 KU4875
 KU4875  HISTORY     - Date     Condition        Report By
 KU4875  HISTORY     - 1989     MONUMENTED       SBAS
 KU4875  HISTORY     - 19900518 GOOD
 KU4875
 KU4875                          STATION DESCRIPTION
 KU4875
 KU4875'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4875'THE POINT IS LOCATED IN LATTINGTOWN, TOWN OF OYSTER BAY, STEHLI BEACH,
 KU4875'0.3 MILES (0.5 KM) WEST OF BAYVILLE ROAD ON THE BEACH ENTRANCE ROAD
 KU4875'OPPOSITE THE TIDES MOTEL,IN THE GRASS.
 KU4875'THE LOCATION TIES ARE 130.4 FEET (39.7 M) FROM THE HYDRANT, 38.2 FEET
 KU4875'(11.6 M) FROM THE NORTH WEST CORNER OF THE RESTROOM BUILDING AND 22.3
 KU4875'FEET (6.8 M) FROM THE SOUTH WEST CORNER OF THE RESTROOM BUILDING.
 KU4875
 KU4875                          STATION RECOVERY (1990)
 KU4875
 KU4875'RECOVERED 1990
 KU4875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0813 ***********************************************************************
 PH0813  DESIGNATION -  11
 PH0813  PID         -  PH0813
 PH0813  STATE/COUNTY-  NY/ST LAWRENCE
 PH0813  USGS QUAD   -  WADDINGTON (1964)
 PH0813
 PH0813                         *CURRENT SURVEY CONTROL
 PH0813  ___________________________________________________________________
 PH0813* NAD 83(1986)-  44 51 49.     (N)    075 12 06.     (W)     SCALED    
 PH0813* NAVD 88     -        84.794  (meters)     278.19   (feet)  ADJUSTED  
 PH0813  ___________________________________________________________________
 PH0813  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 PH0813  DYNAMIC HT  -          84.792 (meters)     278.19  (feet)  COMP
 PH0813  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 PH0813
 PH0813  VERT ORDER  -  FIRST     CLASS 0
 PH0813
 PH0813.The horizontal coordinates were scaled from a topographic map and have
 PH0813.an estimated accuracy of +/- 6 seconds.
 PH0813
 PH0813.The orthometric height was determined by differential leveling
 PH0813.and adjusted by the National Geodetic Survey in June 1991..
 PH0813
 PH0813.The geoid height was determined by GEOID03.
 PH0813
 PH0813.The dynamic height is computed by dividing the NAVD 88
 PH0813.geopotential number by the normal gravity value computed on the
 PH0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0813.degrees latitude (g = 980.6199 gals.).
 PH0813
 PH0813.The modeled gravity was interpolated from observed gravity values.
 PH0813
 PH0813;                    North         East    Units  Estimated Accuracy
 PH0813;SPC NY E     -   669,960.       94,550.      MT  (+/- 180 meters Scaled)
 PH0813
 PH0813                          SUPERSEDED SURVEY CONTROL
 PH0813
 PH0813  NGVD 29 (??/??/92)   84.924  (m)          278.62   (f) ADJ UNCH    1 0
 PH0813
 PH0813.Superseded values are not recommended for survey control.
 PH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0813.See file dsdata.txt to determine how the superseded data were derived.
 PH0813
 PH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ840678(NAD 83)
 PH0813_MARKER: Z = SEE DESCRIPTION
 PH0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0813_SP_SET: WATER TABLE
 PH0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0813
 PH0813  HISTORY     - Date     Condition        Report By
 PH0813  HISTORY     - UNK      MONUMENTED       USLS
 PH0813  HISTORY     - 1969     GOOD             USLS
 PH0813  HISTORY     - 1989     GOOD             USPSQD
 PH0813
 PH0813                          STATION DESCRIPTION
 PH0813
 PH0813'DESCRIBED BY US LAKE SURVEY 1969
 PH0813'IN WADDINGTON.
 PH0813'IS AT WADDINGTON, ST. LAWRENCE COUNTY, NEW YORK, ON THE NORTHWESTERLY
 PH0813'SIDE OF LINCOLN AVENUE (HIGHWAY 37), BETWEEN FENTON AND LAGRASSE
 PH0813'STREETS, IN LINCOLN AVENUE FACE OF THE ST. PAUL EPISCOPAL CHURCH, 0.3
 PH0813'FEET FROM THE CORNER NEARER LAGRASSE STREET, 3/4 FOOT ABOVE THE
 PH0813'GROUND, BEING CENTER PUNCH MARK IN END OF 1/4-INCH BRASS BOLT SET INTO
 PH0813'THE STONE WATER TABLE, WITH LETTERS US 11 CUT IN STONE AROUND THE
 PH0813'MARK.
 PH0813
 PH0813                          STATION RECOVERY (1989)
 PH0813
 PH0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0981 ***********************************************************************
 OF0981  DESIGNATION -  11
 OF0981  PID         -  OF0981
 OF0981  STATE/COUNTY-  NY/WAYNE
 OF0981  USGS QUAD   -  NEWARK (1976)
 OF0981
 OF0981                         *CURRENT SURVEY CONTROL
 OF0981  ___________________________________________________________________
 OF0981* NAD 83(1986)-  43 02 49.     (N)    077 05 14.     (W)     SCALED    
 OF0981* NAVD 88     -       139.779  (meters)     458.59   (feet)  ADJUSTED  
 OF0981  ___________________________________________________________________
 OF0981  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OF0981  DYNAMIC HT  -         139.743 (meters)     458.47  (feet)  COMP
 OF0981  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 OF0981
 OF0981  VERT ORDER  -  SECOND    CLASS 0
 OF0981
 OF0981.The horizontal coordinates were scaled from a topographic map and have
 OF0981.an estimated accuracy of +/- 6 seconds.
 OF0981
 OF0981.The orthometric height was determined by differential leveling
 OF0981.and adjusted by the National Geodetic Survey in June 1991..
 OF0981
 OF0981.The geoid height was determined by GEOID03.
 OF0981
 OF0981.The dynamic height is computed by dividing the NAVD 88
 OF0981.geopotential number by the normal gravity value computed on the
 OF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0981.degrees latitude (g = 980.6199 gals.).
 OF0981
 OF0981.The modeled gravity was interpolated from observed gravity values.
 OF0981
 OF0981;                    North         East    Units  Estimated Accuracy
 OF0981;SPC NY C     -   338,510.      208,950.      MT  (+/- 180 meters Scaled)
 OF0981
 OF0981                          SUPERSEDED SURVEY CONTROL
 OF0981
 OF0981  NGVD 29 (??/??/92)  139.962  (m)          459.19   (f) ADJ UNCH    2 0
 OF0981
 OF0981.Superseded values are not recommended for survey control.
 OF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0981.See file dsdata.txt to determine how the superseded data were derived.
 OF0981
 OF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN300681(NAD 83)
 OF0981_MARKER: B = BOLT
 OF0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0981_SP_SET: BRIDGE ABUTMENT
 OF0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0981
 OF0981  HISTORY     - Date     Condition        Report By
 OF0981  HISTORY     - UNK      MONUMENTED       PRR
 OF0981  HISTORY     - 1942     GOOD             NGS
 OF0981  HISTORY     - 1968     GOOD             LOCENG
 OF0981
 OF0981                          STATION DESCRIPTION
 OF0981
 OF0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0981'AT NEWARK.
 OF0981'BENCH MARK IS ABOUT 0.1 MILE NORTH OF THE PENNSYLVANIA RAILROAD
 OF0981'STATION, AT BRIDGE NO. 16.90 OVER THE BARGE CANAL, AND SET VERTICALLY
 OF0981'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT. IT IS 6.0 FEET
 OF0981'WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK.
 OF0981'THE TOP OF A COPPER BOLT SET IN DRILL HOLE.
 OF0981
 OF0981                          STATION RECOVERY (1968)
 OF0981
 OF0981'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 OF0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4548 ***********************************************************************
 KU4548  DESIGNATION -  11 E 10 N
 KU4548  PID         -  KU4548
 KU4548  STATE/COUNTY-  NY/NASSAU
 KU4548  USGS QUAD   -  FREEPORT (1979)
 KU4548
 KU4548                         *CURRENT SURVEY CONTROL
 KU4548  ___________________________________________________________________
 KU4548* NAD 83(1996)-  40 41 45.75750(N)    073 34 17.14119(W)     ADJUSTED  
 KU4548* NAVD 88     -        14.711  (meters)      48.26   (feet)  ADJUSTED  
 KU4548  ___________________________________________________________________
 KU4548  X           -   1,369,598.946 (meters)                     COMP
 KU4548  Y           -  -4,644,944.879 (meters)                     COMP
 KU4548  Z           -   4,136,878.731 (meters)                     COMP
 KU4548  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KU4548  ELLIP HEIGHT-         -16.72  (meters)          (12/03/02) GPS OBS
 KU4548  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4548  DYNAMIC HT  -          14.705 (meters)      48.24  (feet)  COMP
 KU4548  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 KU4548
 KU4548  HORZ ORDER  -  FIRST
 KU4548  VERT ORDER  -  THIRD
 KU4548  ELLP ORDER  -  FOURTH    CLASS II
 KU4548
 KU4548.The horizontal coordinates were established by GPS observations
 KU4548.and adjusted by the National Geodetic Survey in January 1999..
 KU4548
 KU4548.The orthometric height was determined by differential leveling
 KU4548.and adjusted by the National Geodetic Survey in August 1995..
 KU4548
 KU4548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4548
 KU4548.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4548
 KU4548.The ellipsoidal height was determined by GPS observations
 KU4548.and is referenced to NAD 83.
 KU4548
 KU4548.The geoid height was determined by GEOID03.
 KU4548
 KU4548.The dynamic height is computed by dividing the NAVD 88
 KU4548.geopotential number by the normal gravity value computed on the
 KU4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4548.degrees latitude (g = 980.6199 gals.).
 KU4548
 KU4548.The modeled gravity was interpolated from observed gravity values.
 KU4548
 KU4548;                    North         East     Units Scale Factor Converg.
 KU4548;SPC NY L     -    58,873.663   336,222.915   MT  0.99999850   +0 16 49.2
 KU4548;SPC NY L     -   193,154.68  1,103,091.35   sFT  0.99999850   +0 16 49.2
 KU4548;UTM  18      - 4,505,997.163   620,697.223   MT  0.99977931   +0 55 53.8
 KU4548
 KU4548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4548!SPC NY L     -   1.00000262  x   0.99999850  =   1.00000112
 KU4548!UTM  18      -   1.00000262  x   0.99977931  =   0.99978193
 KU4548
 KU4548|---------------------------------------------------------------------|
 KU4548| PID    Reference Object                     Distance      Geod. Az  |
 KU4548|                                                           dddmmss.s |
 KU4548| KU4901 11E 10N AZ                          188.220 METERS 34246     |
 KU4548|---------------------------------------------------------------------|
 KU4548
 KU4548                          SUPERSEDED SURVEY CONTROL
 KU4548
 KU4548  ELLIP H (01/11/99)  -16.72   (m)                       GP(       ) 4 1
 KU4548  NAD 83(1996)-  40 41 45.76063(N)    073 34 17.14000(W) AD(       ) 1
 KU4548  NAD 83(1992)-  40 41 45.76051(N)    073 34 17.13978(W) AD(       ) 1
 KU4548  NAD 83(1986)-  40 41 45.76118(N)    073 34 17.14077(W) AD(       ) 1
 KU4548  NGVD 29 (03/24/92)   15.06   (m)           49.4    (f) LEVELING    3  
 KU4548
 KU4548.Superseded values are not recommended for survey control.
 KU4548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4548.See file dsdata.txt to determine how the superseded data were derived.
 KU4548
 KU4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2069705997(NAD 83)
 KU4548_MARKER: DD = SURVEY DISK
 KU4548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4548_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4548_STAMPING: 11E10N
 KU4548_MARK LOGO: NY-059
 KU4548_PROJECTION: RECESSED 8 CENTIMETERS
 KU4548_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4548+STABILITY: POSITION/ELEVATION WELL
 KU4548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4548+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4548_ROD/PIPE-DEPTH: 20.6 meters
 KU4548_SLEEVE-DEPTH  : 1.52 meters
 KU4548
 KU4548  HISTORY     - Date     Condition        Report By
 KU4548  HISTORY     - 1990     MONUMENTED       SBAS
 KU4548
 KU4548                          STATION DESCRIPTION
 KU4548
 KU4548'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4548'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 42 FEET (12.8
 KU4548'M) NORTH OF THE CENTERLINE OF NORTH JERUSALEM AVENUE AND 21 FEET (6.4
 KU4548'M) WEST OF THE CENTERLINE OF PRESTON ROAD,IN THE CONCRETE SIDEWALK.
 KU4548'THE LOCATION TIES ARE 8.3 FEET (2.5 M) FROM THE CENTER OF THE UTILITY
 KU4548'POLE, 7.8 FEET (2.4 M) FROM THE CENTER OF THE DRAIN MANHOLE AND 34.0
 KU4548'FEET (10.4 M) FROM THE SOUTH EAST CORNER OF HOUSE NUMBER 1407.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4549 ***********************************************************************
 KU4549  DESIGNATION -  11 E 11 N
 KU4549  PID         -  KU4549
 KU4549  STATE/COUNTY-  NY/NASSAU
 KU4549  USGS QUAD   -  FREEPORT (1979)
 KU4549
 KU4549                         *CURRENT SURVEY CONTROL
 KU4549  ___________________________________________________________________
 KU4549* NAD 83(1996)-  40 43 01.76239(N)    073 34 30.22369(W)     ADJUSTED  
 KU4549* NAVD 88     -        20.284  (meters)      66.55   (feet)  ADJUSTED  
 KU4549  ___________________________________________________________________
 KU4549  X           -   1,368,873.187 (meters)                     COMP
 KU4549  Y           -  -4,643,569.175 (meters)                     COMP
 KU4549  Z           -   4,138,659.664 (meters)                     COMP
 KU4549  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4549  ELLIP HEIGHT-         -11.10  (meters)          (12/03/02) GPS OBS
 KU4549  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4549  DYNAMIC HT  -          20.275 (meters)      66.52  (feet)  COMP
 KU4549  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 KU4549
 KU4549  HORZ ORDER  -  FIRST
 KU4549  VERT ORDER  -  THIRD
 KU4549  ELLP ORDER  -  FOURTH    CLASS II
 KU4549
 KU4549.The horizontal coordinates were established by GPS observations
 KU4549.and adjusted by the National Geodetic Survey in January 1999..
 KU4549
 KU4549.The orthometric height was determined by differential leveling
 KU4549.and adjusted by the National Geodetic Survey in August 1995..
 KU4549
 KU4549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4549
 KU4549.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4549
 KU4549.The ellipsoidal height was determined by GPS observations
 KU4549.and is referenced to NAD 83.
 KU4549
 KU4549.The geoid height was determined by GEOID03.
 KU4549
 KU4549.The dynamic height is computed by dividing the NAVD 88
 KU4549.geopotential number by the normal gravity value computed on the
 KU4549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4549.degrees latitude (g = 980.6199 gals.).
 KU4549
 KU4549.The modeled gravity was interpolated from observed gravity values.
 KU4549
 KU4549;                    North         East     Units Scale Factor Converg.
 KU4549;SPC NY L     -    61,216.638   335,904.396   MT  0.99999758   +0 16 40.6
 KU4549;SPC NY L     -   200,841.59  1,102,046.34   sFT  0.99999758   +0 16 40.6
 KU4549;UTM  18      - 4,508,335.851   620,352.159   MT  0.99977829   +0 55 46.7
 KU4549
 KU4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4549!SPC NY L     -   1.00000174  x   0.99999758  =   0.99999932
 KU4549!UTM  18      -   1.00000174  x   0.99977829  =   0.99978003
 KU4549
 KU4549|---------------------------------------------------------------------|
 KU4549| PID    Reference Object                     Distance      Geod. Az  |
 KU4549|                                                           dddmmss.s |
 KU4549| KU4902 11E 11N AZ                          249.690 METERS 32523     |
 KU4549|---------------------------------------------------------------------|
 KU4549
 KU4549                          SUPERSEDED SURVEY CONTROL
 KU4549
 KU4549  ELLIP H (01/11/99)  -11.10   (m)                       GP(       ) 4 1
 KU4549  NAD 83(1996)-  40 43 01.76552(N)    073 34 30.22250(W) AD(       ) 1
 KU4549  NAD 83(1992)-  40 43 01.76540(N)    073 34 30.22228(W) AD(       ) 1
 KU4549  NAD 83(1986)-  40 43 01.76607(N)    073 34 30.22332(W) AD(       ) 1
 KU4549  NGVD 29 (03/24/92)   20.64   (m)           67.7    (f) LEVELING    3  
 KU4549
 KU4549.Superseded values are not recommended for survey control.
 KU4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4549.See file dsdata.txt to determine how the superseded data were derived.
 KU4549
 KU4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2035208336(NAD 83)
 KU4549_MARKER: DD = SURVEY DISK
 KU4549_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4549_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4549_STAMPING: 11E11N
 KU4549_MARK LOGO: NY-059
 KU4549_PROJECTION: RECESSED 8 CENTIMETERS
 KU4549_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4549+STABILITY: POSITION/ELEVATION WELL
 KU4549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4549+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4549_ROD/PIPE-DEPTH: 20.6 meters
 KU4549_SLEEVE-DEPTH  : 1.52 meters
 KU4549
 KU4549  HISTORY     - Date     Condition        Report By
 KU4549  HISTORY     - 1990     MONUMENTED       SBAS
 KU4549
 KU4549                          STATION DESCRIPTION
 KU4549
 KU4549'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4549'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 50 FEET (15.2
 KU4549'M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF GLEN CURTISS
 KU4549'BOULEVARD AND 112 FEET (34.1 M) WEST OF THE CENTERLINE OF THE
 KU4549'SOUTHBOUND LANES OF MERRICK AVENUE,IN THE GRASS AREA ADJACENT TO THE
 KU4549'CURB.  THE LOCATION TIES ARE 87.2 FEET (26.6 M) FROM THE NORTH EAST
 KU4549'CORNER OF THE BASE OF LIGHT POLE NUMBER M3372, 42.0 FEET (12.8 M)
 KU4549'FROM THE NORTH WEST CORNER OF THE BASE OF LIGHT POLE NUMBER M3374 AND
 KU4549'79.1 FEET (24.1 M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4550 ***********************************************************************
 KU4550  DESIGNATION -  11 E 12 N
 KU4550  PID         -  KU4550
 KU4550  STATE/COUNTY-  NY/NASSAU
 KU4550  USGS QUAD   -  FREEPORT (1979)
 KU4550
 KU4550                         *CURRENT SURVEY CONTROL
 KU4550  ___________________________________________________________________
 KU4550* NAD 83(1996)-  40 43 40.46047(N)    073 34 26.21610(W)     ADJUSTED  
 KU4550* NAVD 88     -        25.805  (meters)      84.66   (feet)  ADJUSTED  
 KU4550  ___________________________________________________________________
 KU4550  X           -   1,368,744.376 (meters)                     COMP
 KU4550  Y           -  -4,642,799.618 (meters)                     COMP
 KU4550  Z           -   4,139,567.965 (meters)                     COMP
 KU4550  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 KU4550  ELLIP HEIGHT-          -5.56  (meters)          (12/03/02) GPS OBS
 KU4550  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4550  DYNAMIC HT  -          25.795 (meters)      84.63  (feet)  COMP
 KU4550  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 KU4550
 KU4550  HORZ ORDER  -  FIRST
 KU4550  VERT ORDER  -  THIRD
 KU4550  ELLP ORDER  -  FOURTH    CLASS II
 KU4550
 KU4550.The horizontal coordinates were established by GPS observations
 KU4550.and adjusted by the National Geodetic Survey in January 1999..
 KU4550
 KU4550.The orthometric height was determined by differential leveling
 KU4550.and adjusted by the National Geodetic Survey in August 1995..
 KU4550
 KU4550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4550
 KU4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4550
 KU4550.The ellipsoidal height was determined by GPS observations
 KU4550.and is referenced to NAD 83.
 KU4550
 KU4550.The geoid height was determined by GEOID03.
 KU4550
 KU4550.The dynamic height is computed by dividing the NAVD 88
 KU4550.geopotential number by the normal gravity value computed on the
 KU4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4550.degrees latitude (g = 980.6199 gals.).
 KU4550
 KU4550.The modeled gravity was interpolated from observed gravity values.
 KU4550
 KU4550;                    North         East     Units Scale Factor Converg.
 KU4550;SPC NY L     -    62,410.790   335,992.649   MT  0.99999716   +0 16 43.2
 KU4550;SPC NY L     -   204,759.40  1,102,335.88   sFT  0.99999716   +0 16 43.2
 KU4550;UTM  18      - 4,509,530.669   620,426.806   MT  0.99977851   +0 55 50.0
 KU4550
 KU4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4550!SPC NY L     -   1.00000087  x   0.99999716  =   0.99999803
 KU4550!UTM  18      -   1.00000087  x   0.99977851  =   0.99977938
 KU4550
 KU4550|---------------------------------------------------------------------|
 KU4550| PID    Reference Object                     Distance      Geod. Az  |
 KU4550|                                                           dddmmss.s |
 KU4550| KU4903 11E 12N AZ                          290.930 METERS 01146     |
 KU4550|---------------------------------------------------------------------|
 KU4550
 KU4550                          SUPERSEDED SURVEY CONTROL
 KU4550
 KU4550  ELLIP H (01/11/99)   -5.56   (m)                       GP(       ) 4 1
 KU4550  NAD 83(1996)-  40 43 40.46354(N)    073 34 26.21492(W) AD(       ) 1
 KU4550  NAD 83(1992)-  40 43 40.46340(N)    073 34 26.21468(W) AD(       ) 1
 KU4550  NAD 83(1986)-  40 43 40.46416(N)    073 34 26.21591(W) AD(       ) 1
 KU4550  NGVD 29 (03/24/92)   26.16   (m)           85.8    (f) LEVELING    3  
 KU4550
 KU4550.Superseded values are not recommended for survey control.
 KU4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4550.See file dsdata.txt to determine how the superseded data were derived.
 KU4550
 KU4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2042709531(NAD 83)
 KU4550_MARKER: DD = SURVEY DISK
 KU4550_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4550_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4550_STAMPING: 11E12N
 KU4550_MARK LOGO: NY-059
 KU4550_PROJECTION: RECESSED 8 CENTIMETERS
 KU4550_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4550+STABILITY: POSITION/ELEVATION WELL
 KU4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4550+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 KU4550_ROD/PIPE-DEPTH: 20.6 meters
 KU4550_SLEEVE-DEPTH  : 1.52 meters
 KU4550
 KU4550  HISTORY     - Date     Condition        Report By
 KU4550  HISTORY     - 1990     MONUMENTED       SBAS
 KU4550  HISTORY     - 20050521 GOOD             GEOCAC
 KU4550
 KU4550                          STATION DESCRIPTION
 KU4550
 KU4550'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4550'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, IN EISENHOWER
 KU4550'MEMORIAL PARK, 1057 FEET (322.2 M) SOUTH OF THE CENTERLINE OF THE
 KU4550'EASTBOUND LANES OF PARK BOULEVARD (ALSO KNOWN AS BICENTENNIAL
 KU4550'BOULEVARD) AND 1840 FEET (560.8 M) EAST OF THE CENTERLINE OF THE 4
 KU4550'LANE PORTION OF MERRICK AVENUE,IN THE GRASS AREA ADJACENT TO THE
 KU4550'ASPHALT WALK.  THE LOCATION TIES ARE 43.3 FEET (13.2 M) FROM THE
 KU4550'NORTH WEST CORNER OF THE CHAIN LINK FENCE, 51.0 FEET (15.5 M) FROM
 KU4550'THE SOUTH WEST CORNER OF THE BICYCLE RENTAL BUILDING AND 13.0 FEET
 KU4550'(4.0 M) FROM THE CENTER OF THE 1-FOOT DIAMETER SEWER MANHOLE CASTING.
 KU4550
 KU4550                          STATION RECOVERY (2005)
 KU4550
 KU4550'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU4550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2060 ***********************************************************************
 PG2060  DESIGNATION -  11 J USGS 1942
 PG2060  PID         -  PG2060
 PG2060  STATE/COUNTY-  NY/ESSEX
 PG2060  USGS QUAD   -  
 PG2060
 PG2060                         *CURRENT SURVEY CONTROL
 PG2060  ___________________________________________________________________
 PG2060* NAD 83(1996)-  44 22 36.95126(N)    073 31 20.57672(W)     ADJUSTED  
 PG2060* NAVD 88     -       261.45   (+/-2cm)     857.8    (feet)  VERTCON   
 PG2060  ___________________________________________________________________
 PG2060  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 PG2060  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PG2060
 PG2060  HORZ ORDER  -  THIRD
 PG2060  VERT ORDER  -  THIRD ? (See Below)
 PG2060
 PG2060.The horizontal coordinates were established by classical geodetic methods
 PG2060.and adjusted by the National Geodetic Survey in January 1999..
 PG2060
 PG2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2060.The vertical order pertains to the NGVD 29 superseded value.
 PG2060
 PG2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2060
 PG2060.The geoid height was determined by GEOID03.
 PG2060
 PG2060;                    North         East     Units Scale Factor Converg.
 PG2060;SPC NY E     -   616,107.007   227,905.167   MT  0.99997462   +0 41 01.5
 PG2060;SPC NY E     - 2,021,344.41    747,718.87   sFT  0.99997462   +0 41 01.5
 PG2060;SPC VT       -   209,030.430   418,522.330   MT  1.00004590   -0 42 54.2
 PG2060;UTM  18      - 4,914,800.805   617,714.408   MT  0.99977041   +1 02 00.7
 PG2060
 PG2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2060!SPC NY E     -   0.99996353  x   0.99997462  =   0.99993815
 PG2060!SPC VT       -   0.99996353  x   1.00004590  =   1.00000942
 PG2060!UTM  18      -   0.99996353  x   0.99977041  =   0.99973394
 PG2060
 PG2060                          SUPERSEDED SURVEY CONTROL
 PG2060
 PG2060  NAD 83(1996)-  44 22 36.95332(N)    073 31 20.57719(W) AD(       ) 3
 PG2060  NAD 83(1992)-  44 22 36.95251(N)    073 31 20.57915(W) AD(       ) 3
 PG2060  NAD 83(1986)-  44 22 36.95805(N)    073 31 20.57867(W) AD(       ) 3
 PG2060  NAD 27      -  44 22 36.78000(N)    073 31 22.10000(W) AD(       ) 3
 PG2060  NGVD 29 (07/19/86)  261.58   (m)          858.2    (f) LEVELING    3  
 PG2060
 PG2060.Superseded values are not recommended for survey control.
 PG2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2060.See file dsdata.txt to determine how the superseded data were derived.
 PG2060
 PG2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1771414801(NAD 83)
 PG2060
 PG2060  HISTORY     - Date     Condition        Report By
 PG2060  HISTORY     - 1942     MONUMENTED       USGS
 PG2060
 PG2060                          STATION DESCRIPTION
 PG2060
 PG2060'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 PG2060'SEE STATION DEERFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0350 ***********************************************************************
 KV0350  DESIGNATION -  11 NYBE+A
 KV0350  PID         -  KV0350
 KV0350  STATE/COUNTY-  NY/RICHMOND
 KV0350  USGS QUAD   -  ARTHUR KILL (1981)
 KV0350
 KV0350                         *CURRENT SURVEY CONTROL
 KV0350  ___________________________________________________________________
 KV0350* NAD 83(1986)-  40 30 56.     (N)    074 14 06.     (W)     SCALED    
 KV0350* NAVD 88     -        12.681  (meters)      41.60   (feet)  ADJUSTED  
 KV0350  ___________________________________________________________________
 KV0350  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0350  DYNAMIC HT  -          12.676 (meters)      41.59  (feet)  COMP
 KV0350  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 KV0350
 KV0350  VERT ORDER  -  FIRST     CLASS II
 KV0350
 KV0350.The horizontal coordinates were scaled from a topographic map and have
 KV0350.an estimated accuracy of +/- 6 seconds.
 KV0350
 KV0350.The orthometric height was determined by differential leveling
 KV0350.and adjusted by the National Geodetic Survey in June 1991..
 KV0350
 KV0350.The geoid height was determined by GEOID03.
 KV0350
 KV0350.The dynamic height is computed by dividing the NAVD 88
 KV0350.geopotential number by the normal gravity value computed on the
 KV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0350.degrees latitude (g = 980.6199 gals.).
 KV0350
 KV0350.The modeled gravity was interpolated from observed gravity values.
 KV0350
 KV0350;                    North         East    Units  Estimated Accuracy
 KV0350;SPC NY L     -    38,770.      280,080.      MT  (+/- 180 meters Scaled)
 KV0350
 KV0350                          SUPERSEDED SURVEY CONTROL
 KV0350
 KV0350  NGVD 29 (04/16/92)   12.998  (m)           42.64   (f) ADJUSTED    1 2
 KV0350
 KV0350.Superseded values are not recommended for survey control.
 KV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0350.See file dsdata.txt to determine how the superseded data were derived.
 KV0350
 KV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK648852(NAD 83)
 KV0350_MARKER: Q = CHISELED SQUARE
 KV0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0350_SP_SET: STEP
 KV0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0350
 KV0350  HISTORY     - Date     Condition        Report By
 KV0350  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0350  HISTORY     - 1952     GOOD             CGS
 KV0350  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0350  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0350  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV0350
 KV0350                          STATION DESCRIPTION
 KV0350
 KV0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0350'AT STATEN ISLAND.
 KV0350'ON STATEN ISLAND, AT RICHMOND VALLEY, AT THE JUNCTION OF BETHEL
 KV0350'AVENUE AND AMBOY ROAD, AN OUTLINE SQUARE IN THE TOP OF THE TOP
 KV0350'STEP OF EAST ENTRANCE TO BETHEL M. E. CHURCH, 0.5 FOOT WEST OF
 KV0350'EAST END OF STEP AND ABOUT 2 FEET ABOVE SIDE WALK.
 KV0350
 KV0350                          STATION RECOVERY (1985)
 KV0350
 KV0350'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0350'MARK NOT FOUND.
 KV0350
 KV0350                          STATION RECOVERY (1985)
 KV0350
 KV0350'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0350'MARK NOT FOUND.
 KV0350
 KV0350                          STATION RECOVERY (1991)
 KV0350
 KV0350'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0656 ***********************************************************************
 NB0656  DESIGNATION -  110
 NB0656  PID         -  NB0656
 NB0656  STATE/COUNTY-  NY/YATES
 NB0656  USGS QUAD   -  DUNDEE (1942)
 NB0656
 NB0656                         *CURRENT SURVEY CONTROL
 NB0656  ___________________________________________________________________
 NB0656* NAD 83(1986)-  42 36 02.     (N)    076 57 23.     (W)     SCALED    
 NB0656* NAVD 88     -       248.933  (meters)     816.71   (feet)  ADJUSTED  
 NB0656  ___________________________________________________________________
 NB0656  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NB0656  DYNAMIC HT  -         248.857 (meters)     816.46  (feet)  COMP
 NB0656  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NB0656
 NB0656  VERT ORDER  -  SECOND    CLASS 0
 NB0656
 NB0656.The horizontal coordinates were scaled from a topographic map and have
 NB0656.an estimated accuracy of +/- 6 seconds.
 NB0656
 NB0656.The orthometric height was determined by differential leveling
 NB0656.and adjusted by the National Geodetic Survey in June 1991..
 NB0656
 NB0656.The geoid height was determined by GEOID03.
 NB0656
 NB0656.The dynamic height is computed by dividing the NAVD 88
 NB0656.geopotential number by the normal gravity value computed on the
 NB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0656.degrees latitude (g = 980.6199 gals.).
 NB0656
 NB0656.The modeled gravity was interpolated from observed gravity values.
 NB0656
 NB0656;                    North         East    Units  Estimated Accuracy
 NB0656;SPC NY C     -   288,870.      219,390.      MT  (+/- 180 meters Scaled)
 NB0656
 NB0656                          SUPERSEDED SURVEY CONTROL
 NB0656
 NB0656  NGVD 29 (??/??/92)  249.084  (m)          817.20   (f) ADJ UNCH    2 0
 NB0656
 NB0656.Superseded values are not recommended for survey control.
 NB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0656.See file dsdata.txt to determine how the superseded data were derived.
 NB0656
 NB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN395183(NAD 83)
 NB0656_MARKER: B = BOLT
 NB0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0656_SP_SET: CULVERT
 NB0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0656
 NB0656  HISTORY     - Date     Condition        Report By
 NB0656  HISTORY     - UNK      MONUMENTED       PRR
 NB0656  HISTORY     - 1935     GOOD             NGS
 NB0656  HISTORY     - 1985     GOOD             USPSQD
 NB0656  HISTORY     - 1990     POOR             USPSQD
 NB0656  HISTORY     - 19990630 POOR             USPSQD
 NB0656
 NB0656                          STATION DESCRIPTION
 NB0656
 NB0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0656'0.8 MI N FROM HIMROD.
 NB0656'IS LOCATED 0.8 OF MILE NORTH OF THE R.R. STATION. IN NORTH END OF
 NB0656'COPING OF EAST HEADWALL OF 3 FT. PIPE CULVERT.
 NB0656
 NB0656                          STATION RECOVERY (1985)
 NB0656
 NB0656'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0656'THIS MARK IS LOCATED 18 INCHES SOUTH OF NORTH END, AND 8 INCHES WEST
 NB0656'OF EAST OF THE CULVERT HEADWALL. TO REACH MARK, WALK TO THE REAR OF
 NB0656'TH EPROPERTY OF LESTER M. TRAVIS ON NORRIS ROAD.
 NB0656
 NB0656                          STATION RECOVERY (1990)
 NB0656
 NB0656'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0656'MARK RECOVERED IN POOR CONDITION.
 NB0656
 NB0656                          STATION RECOVERY (1999)
 NB0656
 NB0656'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0656'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2001 ***********************************************************************
 NB2001  DESIGNATION -  1100 NYGS 1969
 NB2001  PID         -  NB2001
 NB2001  STATE/COUNTY-  NY/MONROE
 NB2001  USGS QUAD   -  RUSH (1976)
 NB2001
 NB2001                         *CURRENT SURVEY CONTROL
 NB2001  ___________________________________________________________________
 NB2001* NAD 83(1996)-  42 57 34.01340(N)    077 41 19.36157(W)     ADJUSTED  
 NB2001* NAVD 88     -       194.77   (+/-2cm)     639.0    (feet)  VERTCON   
 NB2001  ___________________________________________________________________
 NB2001  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 NB2001  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NB2001
 NB2001  HORZ ORDER  -  SECOND
 NB2001  VERT ORDER  -  THIRD ? (See Below)
 NB2001
 NB2001.The horizontal coordinates were established by classical geodetic methods
 NB2001.and adjusted by the National Geodetic Survey in January 1999..
 NB2001
 NB2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2001.The vertical order pertains to the NGVD 29 superseded value.
 NB2001
 NB2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2001
 NB2001.The geoid height was determined by GEOID03.
 NB2001
 NB2001;                    North         East     Units Scale Factor Converg.
 NB2001;SPC NY W     -   329,053.672   422,991.935   MT  1.00000302   +0 36 34.9
 NB2001;SPC NY W     - 1,079,570.26  1,387,766.04   sFT  1.00000302   +0 36 34.9
 NB2001;UTM  18      - 4,759,819.559   280,697.630   MT  1.00019169   -1 49 58.9
 NB2001
 NB2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2001!SPC NY W     -   0.99997492  x   1.00000302  =   0.99997794
 NB2001!UTM  18      -   0.99997492  x   1.00019169  =   1.00016660
 NB2001
 NB2001:                Primary Azimuth Mark                     Grid Az
 NB2001:SPC NY W     -  1099 NYGS 1969                           211 39 14.6
 NB2001:UTM  18      -  1099 NYGS 1969                           214 05 48.4
 NB2001
 NB2001|---------------------------------------------------------------------|
 NB2001| PID    Reference Object                     Distance      Geod. Az  |
 NB2001|                                                           dddmmss.s |
 NB2001| NB2004 1099 NYGS 1969                      APPROX. 0.8 KM 2121549.5 |
 NB2001|---------------------------------------------------------------------|
 NB2001
 NB2001                          SUPERSEDED SURVEY CONTROL
 NB2001
 NB2001  NAD 83(1986)-  42 57 34.02059(N)    077 41 19.35888(W) AD(       ) 2
 NB2001  NAD 27      -  42 57 33.79421(N)    077 41 20.35115(W) AD(       ) 2
 NB2001  NGVD 29 (07/19/86)  194.93   (m)          639.5    (f) LEVELING    3  
 NB2001
 NB2001.Superseded values are not recommended for survey control.
 NB2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2001.See file dsdata.txt to determine how the superseded data were derived.
 NB2001
 NB2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8069859820(NAD 83)
 NB2001_MARKER: DD = SURVEY DISK
 NB2001_SETTING: 0 = UNSPECIFIED SETTING
 NB2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2001
 NB2001  HISTORY     - Date     Condition        Report By
 NB2001  HISTORY     - 1936     MONUMENTED       NYGS
 NB2001  HISTORY     - 1969     GOOD             CGS
 NB2001
 NB2001                          STATION DESCRIPTION
 NB2001
 NB2001'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 NB2001'IN RUSH, 1.0 MILE NORTH OF HONEOYE FALLS ROAD, 32 FEET WEST OF
 NB2001'CENTER LINE OF WEST HENRIETTA ROAD (ROUTE 2), 180 FEET NORTH OF
 NB2001'30-INCH ELM, 140.3 FEET SOUTH OF INTERSECTION OF RIGHT-OF-WAY
 NB2001'AND FARM FENCES, 87.7 FEET SOUTH OF NEW YORK STATE HIGHWAY
 NB2001'STATION 310+00, AND 7.8 FEET SOUTH OF 20-INCH ASH TREE.  STATION
 NB2001'IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 NB2001'CONCRETE FLUSH WITH GROUND.
 NB2001
 NB2001                          STATION RECOVERY (1969)
 NB2001
 NB2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB2001'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 NB2001'
 NB2001'IN MENDON, ALONG WEST HENRIETTA ROAD (U.S. 15)
 NB2001'
 NB2001'1.3 MILE NORTH OF STATION FOGARTY 1969
 NB2001'
 NB2001'1.0 MILE NORTH OF HONEOYE FALLS ROAD
 NB2001'
 NB2001'33.6 FEET WEST OF CENTER OF WEST HENRIETTA ROAD
 NB2001'
 NB2001'8.2 FEET SOUTHEAST OF A 40 INCH ELM TREE
 NB2001'
 NB2001'3.8 FEET WEST OF WITNESS POST
 NB2001'
 NB2001'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB2001'STANDARD DISK IN CONCRETE FLUSH WITH GROUND AND STAMPED 1100, 1936
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1421 ***********************************************************************
 NA1421  DESIGNATION -  1102
 NA1421  PID         -  NA1421
 NA1421  STATE/COUNTY-  NY/DELAWARE
 NA1421  USGS QUAD   -  CORBETT (1965)
 NA1421
 NA1421                         *CURRENT SURVEY CONTROL
 NA1421  ___________________________________________________________________
 NA1421* NAD 83(1986)-  42 00 30.     (N)    075 04 27.     (W)     SCALED    
 NA1421* NAVD 88     -       335.949  (meters)    1102.19   (feet)  ADJUSTED  
 NA1421  ___________________________________________________________________
 NA1421  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 NA1421  DYNAMIC HT  -         335.835 (meters)    1101.82  (feet)  COMP
 NA1421  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NA1421
 NA1421  VERT ORDER  -  SECOND    CLASS 0
 NA1421
 NA1421.The horizontal coordinates were scaled from a topographic map and have
 NA1421.an estimated accuracy of +/- 6 seconds.
 NA1421
 NA1421.The orthometric height was determined by differential leveling
 NA1421.and adjusted by the National Geodetic Survey in June 1991..
 NA1421
 NA1421.The geoid height was determined by GEOID03.
 NA1421
 NA1421.The dynamic height is computed by dividing the NAVD 88
 NA1421.geopotential number by the normal gravity value computed on the
 NA1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1421.degrees latitude (g = 980.6199 gals.).
 NA1421
 NA1421.The modeled gravity was interpolated from observed gravity values.
 NA1421
 NA1421;                    North         East    Units  Estimated Accuracy
 NA1421;SPC NY E     -   352,690.      102,440.      MT  (+/- 180 meters Scaled)
 NA1421
 NA1421                          SUPERSEDED SURVEY CONTROL
 NA1421
 NA1421  NGVD 29 (??/??/92)  336.104  (m)         1102.70   (f) ADJ UNCH    2 0
 NA1421
 NA1421.Superseded values are not recommended for survey control.
 NA1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1421.See file dsdata.txt to determine how the superseded data were derived.
 NA1421
 NA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM938507(NAD 83)
 NA1421_MARKER: DD = SURVEY DISK
 NA1421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1421_SP_SET: BRIDGE ABUTMENT
 NA1421_STAMPING: 1102-NY
 NA1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1421
 NA1421  HISTORY     - Date     Condition        Report By
 NA1421  HISTORY     - UNK      MONUMENTED       USGS
 NA1421  HISTORY     - 1934     GOOD             NGS
 NA1421
 NA1421                          STATION DESCRIPTION
 NA1421
 NA1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA1421'3.0 MI E FROM HARVARD.
 NA1421'ON THE DELAWARE AND NORTHERN RAILWAY, 16 RAILS EAST OF SWITCH AT LONG
 NA1421'FLAT, IN THE SOUTH END OF THE EAST ABUTMENT OF RAILWAY BRIDGE NO. 32,
 NA1421'2 YARDS SOUTH OF SOUTH RAIL, 2 FEET BELOW THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0994 ***********************************************************************
 OE0994  DESIGNATION -  1103
 OE0994  PID         -  OE0994
 OE0994  STATE/COUNTY-  NY/MADISON
 OE0994  USGS QUAD   -  CANASTOTA (1993)
 OE0994
 OE0994                         *CURRENT SURVEY CONTROL
 OE0994  ___________________________________________________________________
 OE0994* NAD 83(1986)-  43 00 24.     (N)    075 47 56.     (W)     SCALED    
 OE0994* NAVD 88     -       336.225  (meters)    1103.10   (feet)  ADJUSTED  
 OE0994  ___________________________________________________________________
 OE0994  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 OE0994  DYNAMIC HT  -         336.128 (meters)    1102.78  (feet)  COMP
 OE0994  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 OE0994
 OE0994  VERT ORDER  -  SECOND    CLASS 0
 OE0994
 OE0994.The horizontal coordinates were scaled from a topographic map and have
 OE0994.an estimated accuracy of +/- 6 seconds.
 OE0994
 OE0994.The orthometric height was determined by differential leveling
 OE0994.and adjusted by the National Geodetic Survey in June 1991..
 OE0994
 OE0994.The geoid height was determined by GEOID03.
 OE0994
 OE0994.The dynamic height is computed by dividing the NAVD 88
 OE0994.geopotential number by the normal gravity value computed on the
 OE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0994.degrees latitude (g = 980.6199 gals.).
 OE0994
 OE0994.The modeled gravity was interpolated from observed gravity values.
 OE0994
 OE0994;                    North         East    Units  Estimated Accuracy
 OE0994;SPC NY C     -   334,210.      313,950.      MT  (+/- 180 meters Scaled)
 OE0994
 OE0994                          SUPERSEDED SURVEY CONTROL
 OE0994
 OE0994  NGVD 29 (??/??/92)  336.365  (m)         1103.56   (f) ADJ UNCH    2 0
 OE0994
 OE0994.Superseded values are not recommended for survey control.
 OE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0994.See file dsdata.txt to determine how the superseded data were derived.
 OE0994
 OE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN348618(NAD 83)
 OE0994_MARKER: DB = BENCH MARK DISK
 OE0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0994_SP_SET: STONE FOUNDATION
 OE0994_STAMPING: 1103 ALBANY DATUM
 OE0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0994
 OE0994  HISTORY     - Date     Condition        Report By
 OE0994  HISTORY     - UNK      MONUMENTED       USGS
 OE0994  HISTORY     - 1934     GOOD             NGS
 OE0994
 OE0994                          STATION DESCRIPTION
 OE0994
 OE0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE0994'IN PERRYVILLE.
 OE0994'AT PERRYVILLE, MADISON COUNTY, ON THE LEHIGH VALLEY RAILROAD, AT A
 OE0994'SCHOOLHOUSE, 18 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 OE0994'ENTRANCE STEPS, IN THE FACE OF THE SOUTH CORNER OF THE STONE
 OE0994'FOUNDATION, AND ABOUT 1 FOOT HIGHER THAN THE GROUND. A UNITED STATES
 OE0994'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1103 ALBANY DATUM AND SET
 OE0994'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1450 ***********************************************************************
 NA1450  DESIGNATION -  1106.7
 NA1450  PID         -  NA1450
 NA1450  STATE/COUNTY-  NY/BROOME
 NA1450  USGS QUAD   -  CHENANGO FORKS (1968)
 NA1450
 NA1450                         *CURRENT SURVEY CONTROL
 NA1450  ___________________________________________________________________
 NA1450* NAD 83(1986)-  42 09 36.     (N)    075 45 59.     (W)     SCALED    
 NA1450* NAVD 88     -       337.155  (meters)    1106.15   (feet)  ADJUSTED  
 NA1450  ___________________________________________________________________
 NA1450  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 NA1450  DYNAMIC HT  -         337.024 (meters)    1105.72  (feet)  COMP
 NA1450  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 NA1450
 NA1450  VERT ORDER  -  FIRST     CLASS II
 NA1450
 NA1450.The horizontal coordinates were scaled from a topographic map and have
 NA1450.an estimated accuracy of +/- 6 seconds.
 NA1450
 NA1450.The orthometric height was determined by differential leveling
 NA1450.and adjusted by the National Geodetic Survey in June 1991..
 NA1450
 NA1450.The geoid height was determined by GEOID03.
 NA1450
 NA1450.The dynamic height is computed by dividing the NAVD 88
 NA1450.geopotential number by the normal gravity value computed on the
 NA1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1450.degrees latitude (g = 980.6199 gals.).
 NA1450
 NA1450.The modeled gravity was interpolated from observed gravity values.
 NA1450
 NA1450;                    North         East    Units  Estimated Accuracy
 NA1450;SPC NY E     -   370,150.       45,350.      MT  (+/- 180 meters Scaled)
 NA1450
 NA1450                          SUPERSEDED SURVEY CONTROL
 NA1450
 NA1450  NGVD 29 (??/??/92)  337.290  (m)         1106.59   (f) ADJ UNCH    1 2
 NA1450
 NA1450.Superseded values are not recommended for survey control.
 NA1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1450.See file dsdata.txt to determine how the superseded data were derived.
 NA1450
 NA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM366678(NAD 83)
 NA1450_MARKER: Q = CHISELED SQUARE
 NA1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1450_SP_SET: STEP
 NA1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1450
 NA1450  HISTORY     - Date     Condition        Report By
 NA1450  HISTORY     - UNK      MONUMENTED       USGS
 NA1450  HISTORY     - 1941     GOOD             NGS
 NA1450
 NA1450                          STATION DESCRIPTION
 NA1450
 NA1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1450'AT SANITARIA SPRINGS.
 NA1450'AT SANITARIA SPRINGS, BROOME COUNTY, AT THE GENERAL STORE AND POST
 NA1450'OFFICE, 6.4 FEET NORTHWEST OF THE NORTH CORNER OF THE BUILDING, ON
 NA1450'THE NORTH CORNER OF THE NORTHWEST BOTTOM STEP, AND 33.2 FEET
 NA1450'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1546 ***********************************************************************
 OF1546  DESIGNATION -  1107 3 NYGS 1969
 OF1546  PID         -  OF1546
 OF1546  STATE/COUNTY-  NY/MONROE
 OF1546  USGS QUAD   -  WEBSTER (1978)
 OF1546
 OF1546                         *CURRENT SURVEY CONTROL
 OF1546  ___________________________________________________________________
 OF1546* NAD 83(1996)-  43 11 40.65988(N)    077 24 01.54230(W)     ADJUSTED  
 OF1546* NAVD 88     -       149.95   (+/-2cm)     492.0    (feet)  VERTCON   
 OF1546  ___________________________________________________________________
 OF1546  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OF1546  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OF1546
 OF1546  HORZ ORDER  -  SECOND
 OF1546  VERT ORDER  -  THIRD ? (See Below)
 OF1546
 OF1546.The horizontal coordinates were established by classical geodetic methods
 OF1546.and adjusted by the National Geodetic Survey in January 1999..
 OF1546
 OF1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1546.The vertical order pertains to the NGVD 29 superseded value.
 OF1546
 OF1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1546
 OF1546.The geoid height was determined by GEOID03.
 OF1546
 OF1546;                    North         East     Units Scale Factor Converg.
 OF1546;SPC NY W     -   355,470.158   446,144.646   MT  1.00005117   +0 48 35.0
 OF1546;SPC NY W     - 1,166,238.34  1,463,726.23   sFT  1.00005117   +0 48 35.0
 OF1546;SPC NY C     -   355,114.923   183,587.960   MT  0.99999174   -0 33 33.5
 OF1546;SPC NY C     - 1,165,072.88    602,321.50   sFT  0.99999174   -0 33 33.5
 OF1546;UTM  18      - 4,785,225.626   304,960.025   MT  1.00006798   -1 38 36.8
 OF1546
 OF1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1546!SPC NY W     -   0.99998207  x   1.00005117  =   1.00003324
 OF1546!SPC NY C     -   0.99998207  x   0.99999174  =   0.99997381
 OF1546!UTM  18      -   0.99998207  x   1.00006798  =   1.00005005
 OF1546
 OF1546                          SUPERSEDED SURVEY CONTROL
 OF1546
 OF1546  NAD 83(1986)-  43 11 40.66890(N)    077 24 01.54054(W) AD(       ) 2
 OF1546  NAD 27      -  43 11 40.44232(N)    077 24 02.56359(W) AD(       ) 2
 OF1546  NGVD 29 (07/19/86)  150.14   (m)          492.6    (f) LEVELING    3  
 OF1546
 OF1546.Superseded values are not recommended for survey control.
 OF1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1546.See file dsdata.txt to determine how the superseded data were derived.
 OF1546
 OF1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0496085226(NAD 83)
 OF1546_MARKER: DD = SURVEY DISK
 OF1546_SETTING: 0 = UNSPECIFIED SETTING
 OF1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1546
 OF1546  HISTORY     - Date     Condition        Report By
 OF1546  HISTORY     - 1940     MONUMENTED       NYGS
 OF1546  HISTORY     - 1969     GOOD             CGS
 OF1546
 OF1546                          STATION DESCRIPTION
 OF1546
 OF1546'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1546'IN PENFIELD, ON WEST SIDE OF SALT ROAD, 0.6 MILE SOUTH OF STATE
 OF1546'ROAD, 19.2 FEET WEST OF CENTER LINE OF SALT ROAD, 9.9 FEET SOUTH
 OF1546'OF SOUTH RANGE LINE OF F. ORLAUSKAS HOUSE, 67.6 FEET NORTH OF
 OF1546'CENTER LINE OF DRIVEWAY TO FIELD, 50.0 FEET NORTHWEST OF R.G. AND
 OF1546'E. POLE NO. 124, 91.7 FEET NORTHWEST OF END POST OF FARM FENCE,
 OF1546'AND 128.4 FEET SOUTH OF MOST SOUTHERLY POST OF ROW OF CONCRETE
 OF1546'GUARDRAILS ON WEST SIDE OF ROAD.  STATION IS A U.S.C. AND G.S.
 OF1546'AND STATE SURVEY STANDARD DISK FLUSH WITH GROUND.
 OF1546
 OF1546                          STATION RECOVERY (1969)
 OF1546
 OF1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1546'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1546'
 OF1546'IN PENFIELD ALONG SALT ROAD.
 OF1546'
 OF1546'0.45 MILE SOUTH WEST OF STATION NABER, 1969.
 OF1546'
 OF1546'IN FRONT OF HOUSE NO. 1188.
 OF1546'
 OF1546'0.6 MILE SOUTH OF STATE ROAD.
 OF1546'
 OF1546'19.8 FEET WEST OF CENTERLINE OF SALT ROAD.
 OF1546'
 OF1546'66.2 FEET NORTHWEST OF HYDRANT.
 OF1546'
 OF1546'51.6 FEET NORTH OF RG AND E POLE 159.
 OF1546'
 OF1546'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1546'STANDARD DISK IN CONCRETE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1562 ***********************************************************************
 OF1562  DESIGNATION -  1107 4 MCGS 1969
 OF1562  PID         -  OF1562
 OF1562  STATE/COUNTY-  NY/MONROE
 OF1562  USGS QUAD   -  WEBSTER (1978)
 OF1562
 OF1562                         *CURRENT SURVEY CONTROL
 OF1562  ___________________________________________________________________
 OF1562* NAD 83(1996)-  43 12 03.18208(N)    077 24 01.38971(W)     ADJUSTED  
 OF1562* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 OF1562  ___________________________________________________________________
 OF1562  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 OF1562  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF1562
 OF1562  HORZ ORDER  -  SECOND
 OF1562
 OF1562.The horizontal coordinates were established by classical geodetic methods
 OF1562.and adjusted by the National Geodetic Survey in January 1999..
 OF1562
 OF1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1562
 OF1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1562
 OF1562.The geoid height was determined by GEOID03.
 OF1562
 OF1562;                    North         East     Units Scale Factor Converg.
 OF1562;SPC NY W     -   356,165.212   446,138.268   MT  1.00005116   +0 48 35.5
 OF1562;SPC NY W     - 1,168,518.70  1,463,705.30   sFT  1.00005116   +0 48 35.5
 OF1562;SPC NY C     -   355,809.889   183,598.190   MT  0.99999172   -0 33 33.6
 OF1562;SPC NY C     - 1,167,352.94    602,355.06   sFT  0.99999172   -0 33 33.6
 OF1562;UTM  18      - 4,785,920.327   304,983.406   MT  1.00006786   -1 38 37.4
 OF1562
 OF1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1562!SPC NY W     -   0.99998216  x   1.00005116  =   1.00003332
 OF1562!SPC NY C     -   0.99998216  x   0.99999172  =   0.99997388
 OF1562!UTM  18      -   0.99998216  x   1.00006786  =   1.00005002
 OF1562
 OF1562:                Primary Azimuth Mark                     Grid Az
 OF1562:SPC NY W     -  1107 3 NYGS 1969                         179 28 26.9
 OF1562:SPC NY C     -  1107 3 NYGS 1969                         180 50 36.0
 OF1562:UTM  18      -  1107 3 NYGS 1969                         181 55 39.8
 OF1562
 OF1562|---------------------------------------------------------------------|
 OF1562| PID    Reference Object                     Distance      Geod. Az  |
 OF1562|                                                           dddmmss.s |
 OF1562| OF1546 1107 3 NYGS 1969                    APPROX. 0.7 KM 1801702.4 |
 OF1562| OF1556 1107 5 MCGS 1969                    APPROX. 0.6 KM 3585406.4 |
 OF1562|---------------------------------------------------------------------|
 OF1562
 OF1562                          SUPERSEDED SURVEY CONTROL
 OF1562
 OF1562  NAD 83(1986)-  43 12 03.19110(N)    077 24 01.38797(W) AD(       ) 2
 OF1562  NAD 27      -  43 12 02.96480(N)    077 24 02.41075(W) AD(       ) 2
 OF1562  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG       
 OF1562
 OF1562.Superseded values are not recommended for survey control.
 OF1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1562.See file dsdata.txt to determine how the superseded data were derived.
 OF1562
 OF1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0498385920(NAD 83)
 OF1562_MARKER: DD = SURVEY DISK
 OF1562_SETTING: 0 = UNSPECIFIED SETTING
 OF1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1562
 OF1562  HISTORY     - Date     Condition        Report By
 OF1562  HISTORY     - 1969     MONUMENTED       NY-055
 OF1562
 OF1562                          STATION DESCRIPTION
 OF1562
 OF1562'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1562'IN WEBSTER
 OF1562'
 OF1562'ALONG SALT ROAD
 OF1562'
 OF1562'0.32 MILE WEST OF STATION NABER, 1969.
 OF1562'
 OF1562'0.2 MILE SOUTH OF STATE ROAD.
 OF1562'
 OF1562'15.2 FEET EAST OF CENTER OF SALT ROAD.
 OF1562'
 OF1562'33.8 FEET NORTH OF RG AND E POLE 114A.
 OF1562'
 OF1562'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1562'STAMPED 1107-4 IN THE TOP OF A CONCRETE POST 1.2 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1556 ***********************************************************************
 OF1556  DESIGNATION -  1107 5 MCGS 1969
 OF1556  PID         -  OF1556
 OF1556  STATE/COUNTY-  NY/MONROE
 OF1556  USGS QUAD   -  WEBSTER (1978)
 OF1556
 OF1556                         *CURRENT SURVEY CONTROL
 OF1556  ___________________________________________________________________
 OF1556* NAD 83(1996)-  43 12 22.02976(N)    077 24 01.88364(W)     ADJUSTED  
 OF1556* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 OF1556  ___________________________________________________________________
 OF1556  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OF1556  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF1556
 OF1556  HORZ ORDER  -  SECOND
 OF1556
 OF1556.The horizontal coordinates were established by classical geodetic methods
 OF1556.and adjusted by the National Geodetic Survey in January 1999..
 OF1556
 OF1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1556
 OF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1556
 OF1556.The geoid height was determined by GEOID03.
 OF1556
 OF1556;                    North         East     Units Scale Factor Converg.
 OF1556;SPC NY W     -   356,746.669   446,118.896   MT  1.00005111   +0 48 35.4
 OF1556;SPC NY W     - 1,170,426.36  1,463,641.74   sFT  1.00005111   +0 48 35.4
 OF1556;SPC NY C     -   356,391.608   183,592.718   MT  0.99999173   -0 33 34.2
 OF1556;SPC NY C     - 1,169,261.47    602,337.11   sFT  0.99999173   -0 33 34.2
 OF1556;UTM  18      - 4,786,502.090   304,988.946   MT  1.00006784   -1 38 38.3
 OF1556
 OF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1556!SPC NY W     -   0.99998274  x   1.00005111  =   1.00003385
 OF1556!SPC NY C     -   0.99998274  x   0.99999173  =   0.99997447
 OF1556!UTM  18      -   0.99998274  x   1.00006784  =   1.00005058
 OF1556
 OF1556:                Primary Azimuth Mark                     Grid Az
 OF1556:SPC NY W     -  1107 4 MCGS 1969                         178 05 30.6
 OF1556:SPC NY C     -  1107 4 MCGS 1969                         179 27 40.2
 OF1556:UTM  18      -  1107 4 MCGS 1969                         180 32 44.3
 OF1556
 OF1556|---------------------------------------------------------------------|
 OF1556| PID    Reference Object                     Distance      Geod. Az  |
 OF1556|                                                           dddmmss.s |
 OF1556| OF1562 1107 4 MCGS 1969                    APPROX. 0.6 KM 1785406.0 |
 OF1556|---------------------------------------------------------------------|
 OF1556
 OF1556                          SUPERSEDED SURVEY CONTROL
 OF1556
 OF1556  NAD 83(1986)-  43 12 22.03878(N)    077 24 01.88194(W) AD(       ) 2
 OF1556  NAD 27      -  43 12 21.81263(N)    077 24 02.90447(W) AD(       ) 2
 OF1556  NGVD 29 (07/19/86)  145.9    (m)          479.     (f) VERT ANG       
 OF1556
 OF1556.Superseded values are not recommended for survey control.
 OF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1556.See file dsdata.txt to determine how the superseded data were derived.
 OF1556
 OF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0498986502(NAD 83)
 OF1556_MARKER: DD = SURVEY DISK
 OF1556_SETTING: 0 = UNSPECIFIED SETTING
 OF1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1556
 OF1556  HISTORY     - Date     Condition        Report By
 OF1556  HISTORY     - 1969     MONUMENTED       CGS
 OF1556  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1556  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1556
 OF1556                          STATION DESCRIPTION
 OF1556
 OF1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1556'IN WEBSTER, ALONG SALT ROAD.
 OF1556'
 OF1556'0.2 MILES NORTH OF STATE ROAD.
 OF1556'
 OF1556'0.5 MILES WEST OF STATION NABER, 1969.
 OF1556'
 OF1556'21.5 FEET WEST OF CENTER LINE OF SALT ROAD.
 OF1556'
 OF1556'65.8 FEET NORTH OF MOST NORTHERLY OF TWO 36-INCH LOCUST.
 OF1556'
 OF1556'87.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF ENCLOSED ENTRANCE
 OF1556'TO HOUSE NO.1019.
 OF1556'
 OF1556'28.4 FEET SOUTHEAST OF HYDRANT.
 OF1556'
 OF1556'80.3 FEET SOUTHWEST OF RG AND E POLE NO.106 AND RTC 130.
 OF1556'
 OF1556'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1556'STAMPED 1107-5 IN THE TOP OF A CONCRETE POST.
 OF1556
 OF1556                          STATION RECOVERY (1977)
 OF1556
 OF1556'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1556'1107-5 DESTROYED.
 OF1556
 OF1556                          STATION RECOVERY (1994)
 OF1556
 OF1556'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1353 ***********************************************************************
 NA1353  DESIGNATION -  1108
 NA1353  PID         -  NA1353
 NA1353  STATE/COUNTY-  NY/OTSEGO
 NA1353  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1353
 NA1353                         *CURRENT SURVEY CONTROL
 NA1353  ___________________________________________________________________
 NA1353* NAD 83(1986)-  42 28 18.     (N)    075 19 38.     (W)     SCALED    
 NA1353* NAVD 88     -       337.551  (meters)    1107.45   (feet)  ADJUSTED  
 NA1353  ___________________________________________________________________
 NA1353  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 NA1353  DYNAMIC HT  -         337.431 (meters)    1107.05  (feet)  COMP
 NA1353  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 NA1353
 NA1353  VERT ORDER  -  SECOND    CLASS 0
 NA1353
 NA1353.The horizontal coordinates were scaled from a topographic map and have
 NA1353.an estimated accuracy of +/- 6 seconds.
 NA1353
 NA1353.The orthometric height was determined by differential leveling
 NA1353.and adjusted by the National Geodetic Survey in June 1991..
 NA1353
 NA1353.The geoid height was determined by GEOID03.
 NA1353
 NA1353.The dynamic height is computed by dividing the NAVD 88
 NA1353.geopotential number by the normal gravity value computed on the
 NA1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1353.degrees latitude (g = 980.6199 gals.).
 NA1353
 NA1353.The modeled gravity was interpolated from observed gravity values.
 NA1353
 NA1353;                    North         East    Units  Estimated Accuracy
 NA1353;SPC NY E     -   404,320.       81,980.      MT  (+/- 180 meters Scaled)
 NA1353
 NA1353                          SUPERSEDED SURVEY CONTROL
 NA1353
 NA1353  NGVD 29 (??/??/92)  337.648  (m)         1107.77   (f) ADJ UNCH    2 0
 NA1353
 NA1353.Superseded values are not recommended for survey control.
 NA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1353.See file dsdata.txt to determine how the superseded data were derived.
 NA1353
 NA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN731021(NAD 83)
 NA1353_MARKER: DB = BENCH MARK DISK
 NA1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1353_SP_SET: BRIDGE
 NA1353_STAMPING: 1108
 NA1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1353
 NA1353  HISTORY     - Date     Condition        Report By
 NA1353  HISTORY     - UNK      MONUMENTED       USGS
 NA1353  HISTORY     - 1942     GOOD             NGS
 NA1353  HISTORY     - 1976     GOOD             NGS
 NA1353
 NA1353                          STATION DESCRIPTION
 NA1353
 NA1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1353'AT GILBERTSVILLE.
 NA1353'AT GILBERTSVILLE, ABOUT 50 YARDS NORTHEAST OF MAJORS INN, AT STATE
 NA1353'HIGHWAY NO. 51 BRIDGE OVER DUNDERBERG CREEK.  A U.S.G.S. DISK, SET
 NA1353'VERTICALLY, IN THE SOUTHEAST GUARD WALL, 24.5 FEET SOUTHEAST OF THE
 NA1353'CENTER LINE OF THE HIGHWAY, AND 1.2 FEET ABOVE THE SIDEWALK.
 NA1353
 NA1353                          STATION RECOVERY (1976)
 NA1353
 NA1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0654 ***********************************************************************
 NB0654  DESIGNATION -  111
 NB0654  PID         -  NB0654
 NB0654  STATE/COUNTY-  NY/YATES
 NB0654  USGS QUAD   -  DUNDEE (1942)
 NB0654
 NB0654                         *CURRENT SURVEY CONTROL
 NB0654  ___________________________________________________________________
 NB0654* NAD 83(1986)-  42 36 58.     (N)    076 57 54.     (W)     SCALED    
 NB0654* NAVD 88     -       258.100  (meters)     846.78   (feet)  ADJUSTED  
 NB0654  ___________________________________________________________________
 NB0654  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NB0654  DYNAMIC HT  -         258.021 (meters)     846.52  (feet)  COMP
 NB0654  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 NB0654
 NB0654  VERT ORDER  -  SECOND    CLASS 0
 NB0654
 NB0654.The horizontal coordinates were scaled from a topographic map and have
 NB0654.an estimated accuracy of +/- 6 seconds.
 NB0654
 NB0654.The orthometric height was determined by differential leveling
 NB0654.and adjusted by the National Geodetic Survey in June 1991..
 NB0654
 NB0654.The geoid height was determined by GEOID03.
 NB0654
 NB0654.The dynamic height is computed by dividing the NAVD 88
 NB0654.geopotential number by the normal gravity value computed on the
 NB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0654.degrees latitude (g = 980.6199 gals.).
 NB0654
 NB0654.The modeled gravity was interpolated from observed gravity values.
 NB0654
 NB0654;                    North         East    Units  Estimated Accuracy
 NB0654;SPC NY C     -   290,600.      218,690.      MT  (+/- 180 meters Scaled)
 NB0654
 NB0654                          SUPERSEDED SURVEY CONTROL
 NB0654
 NB0654  NGVD 29 (??/??/92)  258.247  (m)          847.27   (f) ADJ UNCH    2 0
 NB0654
 NB0654.Superseded values are not recommended for survey control.
 NB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0654.See file dsdata.txt to determine how the superseded data were derived.
 NB0654
 NB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN388200(NAD 83)
 NB0654_MARKER: B = BOLT
 NB0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0654_SP_SET: CULVERT
 NB0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0654
 NB0654  HISTORY     - Date     Condition        Report By
 NB0654  HISTORY     - UNK      MONUMENTED       PRR
 NB0654  HISTORY     - 1935     GOOD             NGS
 NB0654
 NB0654                          STATION DESCRIPTION
 NB0654
 NB0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0654'1.6 MI S FROM MILO.
 NB0654'IS LOCATED 1.6 MILES SOUTH OF THE DEPOT AT MILO. IN CENTER OF WEST
 NB0654'HEADWALL OF A 4 FT. PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0491 ***********************************************************************
 PG0491  DESIGNATION -  111 DHRR
 PG0491  PID         -  PG0491
 PG0491  STATE/COUNTY-  NY/CLINTON
 PG0491  USGS QUAD   -  BEEKMANTOWN (1966)
 PG0491
 PG0491                         *CURRENT SURVEY CONTROL
 PG0491  ___________________________________________________________________
 PG0491* NAD 83(1986)-  44 45 39.     (N)    073 28 01.     (W)     SCALED    
 PG0491* NAVD 88     -        48.615  (meters)     159.50   (feet)  POSTED    
 PG0491  ___________________________________________________________________
 PG0491  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0491  DYNAMIC HT  -          48.610 (meters)     159.48  (feet)  COMP
 PG0491  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 PG0491
 PG0491  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PG0491
 PG0491.The horizontal coordinates were scaled from a topographic map and have
 PG0491.an estimated accuracy of +/- 6 seconds.
 PG0491
 PG0491.The orthometric height was determined by differential leveling
 PG0491.and adjusted by the National Geodetic Survey in 1992..
 PG0491.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PG0491.rate of 1.1 thru 2.0 mm/km.
 PG0491
 PG0491.The geoid height was determined by GEOID03.
 PG0491
 PG0491.The dynamic height is computed by dividing the NAVD 88
 PG0491.geopotential number by the normal gravity value computed on the
 PG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0491.degrees latitude (g = 980.6199 gals.).
 PG0491
 PG0491.The modeled gravity was interpolated from observed gravity values.
 PG0491
 PG0491;                    North         East    Units  Estimated Accuracy
 PG0491;SPC NY E     -   658,820.      231,780.      MT  (+/- 180 meters Scaled)
 PG0491
 PG0491                          SUPERSEDED SURVEY CONTROL
 PG0491
 PG0491  NGVD 29 (??/??/??)   48.730  (m)          159.88   (f) ADJUSTED    1 2
 PG0491
 PG0491.Superseded values are not recommended for survey control.
 PG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0491.See file dsdata.txt to determine how the superseded data were derived.
 PG0491
 PG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ213575(NAD 83)
 PG0491_MARKER: DD = SURVEY DISK
 PG0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0491_SP_SET: CULVERT
 PG0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0491
 PG0491  HISTORY     - Date     Condition        Report By
 PG0491  HISTORY     - UNK      MONUMENTED       DHRR
 PG0491  HISTORY     - 1973     MARK NOT FOUND   NGS
 PG0491
 PG0491                          STATION DESCRIPTION
 PG0491
 PG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0491'0.5 MI N FROM BEEKMANTOWN.
 PG0491'ABOUT 0.5 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 PG0491'BEEKMANTOWN, CLINTON COUNTY, AT A 3-BY-7-FOOT RAIL CULVERT, AND ON THE
 PG0491'TOP OF THE NORTHWEST CORNER OF THE WEST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0327 ***********************************************************************
 OE0327  DESIGNATION -  1110 ALBANY
 OE0327  PID         -  OE0327
 OE0327  STATE/COUNTY-  NY/FULTON
 OE0327  USGS QUAD   -  OPPENHEIM (1945)
 OE0327
 OE0327                         *CURRENT SURVEY CONTROL
 OE0327  ___________________________________________________________________
 OE0327* NAD 83(1986)-  43 04 21.     (N)    074 41 32.     (W)     SCALED    
 OE0327* NAVD 88     -       338.369  (meters)    1110.13   (feet)  ADJUSTED  
 OE0327  ___________________________________________________________________
 OE0327  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 OE0327  DYNAMIC HT  -         338.277 (meters)    1109.83  (feet)  COMP
 OE0327  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 OE0327
 OE0327  VERT ORDER  -  SECOND    CLASS 0
 OE0327
 OE0327.The horizontal coordinates were scaled from a topographic map and have
 OE0327.an estimated accuracy of +/- 6 seconds.
 OE0327
 OE0327.The orthometric height was determined by differential leveling
 OE0327.and adjusted by the National Geodetic Survey in June 1991..
 OE0327
 OE0327.The geoid height was determined by GEOID03.
 OE0327
 OE0327.The dynamic height is computed by dividing the NAVD 88
 OE0327.geopotential number by the normal gravity value computed on the
 OE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0327.degrees latitude (g = 980.6199 gals.).
 OE0327
 OE0327.The modeled gravity was interpolated from observed gravity values.
 OE0327
 OE0327;                    North         East    Units  Estimated Accuracy
 OE0327;SPC NY E     -   470,740.      134,350.      MT  (+/- 180 meters Scaled)
 OE0327
 OE0327                          SUPERSEDED SURVEY CONTROL
 OE0327
 OE0327  NGVD 29 (??/??/92)  338.527  (m)         1110.65   (f) ADJ UNCH    2 0
 OE0327
 OE0327.Superseded values are not recommended for survey control.
 OE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0327.See file dsdata.txt to determine how the superseded data were derived.
 OE0327
 OE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN250689(NAD 83)
 OE0327_MARKER: DD = SURVEY DISK
 OE0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0327_SP_SET: WATER TABLE
 OE0327_STAMPING: 1110 ALBANY
 OE0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0327
 OE0327  HISTORY     - Date     Condition        Report By
 OE0327  HISTORY     - UNK      MONUMENTED       USGS
 OE0327  HISTORY     - 1942     GOOD             NGS
 OE0327
 OE0327                          STATION DESCRIPTION
 OE0327
 OE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0327'IN OPPENHEIM.
 OE0327'AT OPPENHEIM, A U.S. GEOLOGICAL DISK SET VERTICALLY IN THE WEST FACE
 OE0327'OF THE HOWARD HESS RESIDENCE, IN THE LIMESTONE WATER TABLE, 120 FEET
 OE0327'NORTHEAST OF THE CENTER LINE OF HIGHWAY NO. 29, 3.7 FEET NORTHEAST OF
 OE0327'THE NORTHWEST CORNER OF THE HOUSE, AND 3.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0025 ***********************************************************************
 PH0025  DESIGNATION -  1112.4
 PH0025  PID         -  PH0025
 PH0025  STATE/COUNTY-  NY/FRANKLIN
 PH0025  USGS QUAD   -  CHASM FALLS (1980)
 PH0025
 PH0025                         *CURRENT SURVEY CONTROL
 PH0025  ___________________________________________________________________
 PH0025* NAD 83(1986)-  44 48 13.     (N)    074 14 33.     (W)     SCALED    
 PH0025* NAVD 88     -       338.91   (+/-2cm)    1111.9    (feet)  VERTCON   
 PH0025  ___________________________________________________________________
 PH0025  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 PH0025
 PH0025  VERT ORDER  -  ? (See Below)
 PH0025
 PH0025.The horizontal coordinates were scaled from a topographic map and have
 PH0025.an estimated accuracy of +/- 6 seconds.
 PH0025
 PH0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0025.The vertical order pertains to the NGVD 29 superseded value.
 PH0025
 PH0025.The geoid height was determined by GEOID03.
 PH0025
 PH0025;                    North         East    Units  Estimated Accuracy
 PH0025;SPC NY E     -   663,080.      170,370.      MT  (+/- 180 meters Scaled)
 PH0025
 PH0025                          SUPERSEDED SURVEY CONTROL
 PH0025
 PH0025  NGVD 29 (??/??/92)  338.979  (m)         1112.13   (f) ADJ UNCH    ?  
 PH0025
 PH0025.Superseded values are not recommended for survey control.
 PH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0025.See file dsdata.txt to determine how the superseded data were derived.
 PH0025
 PH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ599614(NAD 83)
 PH0025_MARKER: Q = CHISELED SQUARE
 PH0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0025_SP_SET: BRIDGE
 PH0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0025
 PH0025  HISTORY     - Date     Condition        Report By
 PH0025  HISTORY     - UNK      MONUMENTED       USGS
 PH0025  HISTORY     - 1931     GOOD             NGS
 PH0025
 PH0025                          STATION DESCRIPTION
 PH0025
 PH0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0025'0.2 MI S FROM WHIPPLEVILLE.
 PH0025'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD, BRIDGE NO. M-115.  TOP
 PH0025'COURSE WING WALL.  ON NORTH END OF WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0277 ***********************************************************************
 NC0277  DESIGNATION -  111.74 BRPRR
 NC0277  PID         -  NC0277
 NC0277  STATE/COUNTY-  NY/CATTARAUGUS
 NC0277  USGS QUAD   -  LIMESTONE (1976)
 NC0277
 NC0277                         *CURRENT SURVEY CONTROL
 NC0277  ___________________________________________________________________
 NC0277* NAD 83(1986)-  42 06 25.     (N)    078 39 00.     (W)     SCALED    
 NC0277* NAVD 88     -       430.819  (meters)    1413.45   (feet)  ADJUSTED  
 NC0277  ___________________________________________________________________
 NC0277  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NC0277  DYNAMIC HT  -         430.650 (meters)    1412.89  (feet)  COMP
 NC0277  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 NC0277
 NC0277  VERT ORDER  -  FIRST     CLASS I
 NC0277
 NC0277.The horizontal coordinates were scaled from a topographic map and have
 NC0277.an estimated accuracy of +/- 6 seconds.
 NC0277
 NC0277.The orthometric height was determined by differential leveling
 NC0277.and adjusted by the National Geodetic Survey in June 1991..
 NC0277
 NC0277.The geoid height was determined by GEOID03.
 NC0277
 NC0277.The dynamic height is computed by dividing the NAVD 88
 NC0277.geopotential number by the normal gravity value computed on the
 NC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0277.degrees latitude (g = 980.6199 gals.).
 NC0277
 NC0277.The modeled gravity was interpolated from observed gravity values.
 NC0277
 NC0277;                    North         East    Units  Estimated Accuracy
 NC0277;SPC NY W     -   233,970.      344,490.      MT  (+/- 180 meters Scaled)
 NC0277
 NC0277                          SUPERSEDED SURVEY CONTROL
 NC0277
 NC0277  NGVD 29 (??/??/92)  430.973  (m)         1413.95   (f) ADJ UNCH    1 1
 NC0277
 NC0277.Superseded values are not recommended for survey control.
 NC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0277.See file dsdata.txt to determine how the superseded data were derived.
 NC0277
 NC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG943643(NAD 83)
 NC0277_MARKER: DD = SURVEY DISK
 NC0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0277_SP_SET: OVERPASS
 NC0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0277+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 NC0277
 NC0277  HISTORY     - Date     Condition        Report By
 NC0277  HISTORY     - UNK      MONUMENTED       BORR
 NC0277  HISTORY     - 1967     GOOD             NGS
 NC0277  HISTORY     - 20020416 GOOD             USPSQD
 NC0277  HISTORY     - 20050419 GOOD             USPSQD
 NC0277
 NC0277                          STATION DESCRIPTION
 NC0277
 NC0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0277'4.8 MI SE FROM SALAMANCA.
 NC0277'ABOUT 4.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0277'THE EAST SALAMANCA RAILROAD STATION AT SALAMANCA, AT CARROLTON, AT THE
 NC0277'BALTIMORE AND OHIO RAILROAD OVERPASS OVER THE ERIE RAILROAD, SET ON
 NC0277'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE BACKWALL OF THE
 NC0277'SOUTHWEST ABUTMENT OF THE OVERPASS, 6.5 FEET SOUTHEAST OF THE SOUTH
 NC0277'END OF THE WEST STEEL GIRDER OF THE OVERPASS, 4.6 FEET WEST OF THE
 NC0277'WEST RAIL OF SIDE TRACK AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 NC0277'NOTE-- ON LINE 29, NEW YORK, PART 1, DUNKIRK TO ELMIRA, NEW YORK THIS
 NC0277'MARK IS DESIGNATED AS BM (B AND O RR).
 NC0277
 NC0277                          STATION RECOVERY (2002)
 NC0277
 NC0277'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0277'RECOVERED IN GOOD CONDITION.
 NC0277
 NC0277                          STATION RECOVERY (2005)
 NC0277
 NC0277'RECOVERY NOTE BY US POWER SQUADRON 2005 (SFG)
 NC0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0653 ***********************************************************************
 NB0653  DESIGNATION -  112
 NB0653  PID         -  NB0653
 NB0653  STATE/COUNTY-  NY/YATES
 NB0653  USGS QUAD   -  DRESDEN (1978)
 NB0653
 NB0653                         *CURRENT SURVEY CONTROL
 NB0653  ___________________________________________________________________
 NB0653* NAD 83(1986)-  42 38 04.     (N)    076 58 47.     (W)     SCALED    
 NB0653* NAVD 88     -       258.720  (meters)     848.82   (feet)  ADJUSTED  
 NB0653  ___________________________________________________________________
 NB0653  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NB0653  DYNAMIC HT  -         258.642 (meters)     848.56  (feet)  COMP
 NB0653  MODELED GRAV-     980,313.7   (mgal)                       NAVD 88
 NB0653
 NB0653  VERT ORDER  -  SECOND    CLASS 0
 NB0653
 NB0653.The horizontal coordinates were scaled from a topographic map and have
 NB0653.an estimated accuracy of +/- 6 seconds.
 NB0653
 NB0653.The orthometric height was determined by differential leveling
 NB0653.and adjusted by the National Geodetic Survey in June 1991..
 NB0653
 NB0653.The geoid height was determined by GEOID03.
 NB0653
 NB0653.The dynamic height is computed by dividing the NAVD 88
 NB0653.geopotential number by the normal gravity value computed on the
 NB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0653.degrees latitude (g = 980.6199 gals.).
 NB0653
 NB0653.The modeled gravity was interpolated from observed gravity values.
 NB0653
 NB0653;                    North         East    Units  Estimated Accuracy
 NB0653;SPC NY C     -   292,640.      217,490.      MT  (+/- 180 meters Scaled)
 NB0653
 NB0653                          SUPERSEDED SURVEY CONTROL
 NB0653
 NB0653  NGVD 29 (??/??/92)  258.868  (m)          849.30   (f) ADJ UNCH    2 0
 NB0653
 NB0653.Superseded values are not recommended for survey control.
 NB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0653.See file dsdata.txt to determine how the superseded data were derived.
 NB0653
 NB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN376221(NAD 83)
 NB0653_MARKER: B = BOLT
 NB0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0653_SP_SET: BRIDGE
 NB0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0653
 NB0653  HISTORY     - Date     Condition        Report By
 NB0653  HISTORY     - UNK      MONUMENTED       PRR
 NB0653  HISTORY     - 1935     GOOD             NGS
 NB0653  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0653  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0653  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0653
 NB0653                          STATION DESCRIPTION
 NB0653
 NB0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0653'0.1 MI S FROM MILO.
 NB0653'FROM LIST OF PRR BENCH MARKS IN CORRESPONDENCE FILE. MILO, 900 FEET
 NB0653'SOUTH OF, BRIDGE NO. 35.65 (U.G.), WEST HEAD WALL OF 5-FT. PIPE,
 NB0653'TOP STEP OF SOUTH WING. COPPER BOLT. PRR ELEV., 849.19. APPROX.
 NB0653'ELEV. OF TOP OF RAIL OPPOSITE B.M., 855.9.
 NB0653
 NB0653                          STATION RECOVERY (1985)
 NB0653
 NB0653'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0653'MARK NOT FOUND.
 NB0653
 NB0653                          STATION RECOVERY (1985)
 NB0653
 NB0653'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0653'MARK NOT FOUND.
 NB0653
 NB0653                          STATION RECOVERY (1999)
 NB0653
 NB0653'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0921 ***********************************************************************
 KU0921  DESIGNATION -  112
 KU0921  PID         -  KU0921
 KU0921  STATE/COUNTY-  NY/BRONX
 KU0921  USGS QUAD   -  YONKERS (1979)
 KU0921
 KU0921                         *CURRENT SURVEY CONTROL
 KU0921  ___________________________________________________________________
 KU0921* NAD 83(1986)-  40 52 49.     (N)    073 55 25.     (W)     SCALED    
 KU0921* NAVD 88     -         2.430  (meters)       7.97   (feet)  ADJUSTED  
 KU0921  ___________________________________________________________________
 KU0921  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU0921  DYNAMIC HT  -           2.430 (meters)       7.97  (feet)  COMP
 KU0921  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 KU0921
 KU0921  VERT ORDER  -  FIRST     CLASS I
 KU0921
 KU0921.The horizontal coordinates were scaled from a topographic map and have
 KU0921.an estimated accuracy of +/- 6 seconds.
 KU0921
 KU0921.The orthometric height was determined by differential leveling
 KU0921.and adjusted by the National Geodetic Survey in June 1991..
 KU0921
 KU0921.The geoid height was determined by GEOID03.
 KU0921
 KU0921.The dynamic height is computed by dividing the NAVD 88
 KU0921.geopotential number by the normal gravity value computed on the
 KU0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0921.degrees latitude (g = 980.6199 gals.).
 KU0921
 KU0921.The modeled gravity was interpolated from observed gravity values.
 KU0921
 KU0921;                    North         East    Units  Estimated Accuracy
 KU0921;SPC NY E     -   227,410.      198,580.      MT  (+/- 180 meters Scaled)
 KU0921
 KU0921                          SUPERSEDED SURVEY CONTROL
 KU0921
 KU0921  NGVD 29 (??/??/92)    2.753  (m)            9.03   (f) ADJ UNCH    1 1
 KU0921
 KU0921.Superseded values are not recommended for survey control.
 KU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0921.See file dsdata.txt to determine how the superseded data were derived.
 KU0921
 KU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL906260(NAD 83)
 KU0921_MARKER: B = BOLT
 KU0921_SETTING: 66 = SET IN ROCK OUTCROP
 KU0921_SP_SET: ROCK CUT
 KU0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0921+STABILITY: POSITION/ELEVATION WELL
 KU0921
 KU0921  HISTORY     - Date     Condition        Report By
 KU0921  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0921  HISTORY     - 1952     GOOD             NGS
 KU0921  HISTORY     - 1965     GOOD             NGS
 KU0921
 KU0921                          STATION DESCRIPTION
 KU0921
 KU0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0921'AT NEW YORK.
 KU0921'AT NEW YORK, IN BOROUGH OF BRONX, ABOUT 1.75 MILES SOUTH ALONG THE
 KU0921'NEW YORK CENTRAL RAILROAD FROM THE STATION AT RIVERDALE, ABOUT 105
 KU0921'YARDS NORTH-NORTHWEST OF NORTHWEST END OF STATION AT SPUYTEN DUYVIL,
 KU0921'THE TOP OF AN IRON BOLT SET IN THE SLANTING FACE OF ROCK IN A ROCK
 KU0921'CUT ON INSIDE OF A CURVE IN TRACK, ACROSS TRACK FROM POWER
 KU0921'TRANSMISSION TOWER NO. 169, ABOUT 36 YARDS EAST AND ACROSS TRACKS
 KU0921'FROM BM Z 44, ABOUT 150 YARDS SOUTHEAST OF JUNCTION OF TRACKS, 5.8
 KU0921'FEET EAST OF EAST OF EAST RAIL OF EAST TRACK, ABOUT 70 YARDS EAST
 KU0921'OF EAST CORNER OF TOWER DV AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 KU0921
 KU0921                          STATION RECOVERY (1965)
 KU0921
 KU0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1642 ***********************************************************************
 OF1642  DESIGNATION -  1121 NYGS 1937
 OF1642  PID         -  OF1642
 OF1642  STATE/COUNTY-  NY/MONROE
 OF1642  USGS QUAD   -  WEBSTER (1978)
 OF1642
 OF1642                         *CURRENT SURVEY CONTROL
 OF1642  ___________________________________________________________________
 OF1642* NAD 83(1996)-  43 14 06.76036(N)    077 26 48.59805(W)     ADJUSTED  
 OF1642* NAVD 88     -       110.48   (+/-2cm)     362.5    (feet)  VERTCON   
 OF1642  ___________________________________________________________________
 OF1642  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OF1642  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF1642
 OF1642  HORZ ORDER  -  SECOND
 OF1642  VERT ORDER  -  THIRD ? (See Below)
 OF1642
 OF1642.The horizontal coordinates were established by classical geodetic methods
 OF1642.and adjusted by the National Geodetic Survey in January 1999..
 OF1642
 OF1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1642.The vertical order pertains to the NGVD 29 superseded value.
 OF1642
 OF1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1642
 OF1642.The geoid height was determined by GEOID03.
 OF1642
 OF1642;                    North         East     Units Scale Factor Converg.
 OF1642;SPC NY W     -   359,926.370   442,311.696   MT  1.00004229   +0 46 42.8
 OF1642;SPC NY W     - 1,180,858.43  1,451,150.96   sFT  1.00004229   +0 46 42.8
 OF1642;UTM  18      - 4,789,842.021   301,321.302   MT  1.00008560   -1 40 35.8
 OF1642
 OF1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1642!SPC NY W     -   0.99998829  x   1.00004229  =   1.00003058
 OF1642!UTM  18      -   0.99998829  x   1.00008560  =   1.00007389
 OF1642
 OF1642:                Primary Azimuth Mark                     Grid Az
 OF1642:SPC NY W     -  1122 1 MCGS 1972                         000 20 21.3
 OF1642:UTM  18      -  1122 1 MCGS 1972                         002 47 39.9
 OF1642
 OF1642|---------------------------------------------------------------------|
 OF1642| PID    Reference Object                     Distance      Geod. Az  |
 OF1642|                                                           dddmmss.s |
 OF1642| OF1604 1122 1 MCGS 1972                    442.944 METERS 0010704.1 |
 OF1642| OF1641 1121 NYGS 1937 ECC                    3.630 METERS 09202     |
 OF1642|---------------------------------------------------------------------|
 OF1642
 OF1642                          SUPERSEDED SURVEY CONTROL
 OF1642
 OF1642  NAD 83(1986)-  43 14 06.76924(N)    077 26 48.59630(W) AD(       ) 2
 OF1642  NAD 27      -  43 14 06.54366(N)    077 26 49.61202(W) AD(       ) 2
 OF1642  NGVD 29 (07/19/86)  110.70   (m)          363.2    (f) LEVELING    3  
 OF1642
 OF1642.Superseded values are not recommended for survey control.
 OF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1642.See file dsdata.txt to determine how the superseded data were derived.
 OF1642
 OF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0132189842(NAD 83)
 OF1642_MARKER: DS = TRIANGULATION STATION DISK
 OF1642_SETTING: 0 = UNSPECIFIED SETTING
 OF1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1642
 OF1642  HISTORY     - Date     Condition        Report By
 OF1642  HISTORY     - 1937     MONUMENTED       NYGS
 OF1642  HISTORY     - 1972     GOOD             NY-055
 OF1642  HISTORY     - 19961023 GOOD             USPSQD
 OF1642  HISTORY     - 20020427 GOOD             USPSQD
 OF1642
 OF1642                          STATION DESCRIPTION
 OF1642
 OF1642'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF1642'IN WEBSTER, OPPOSITE JUNCTION OF WALL ROAD, 25.3 FEET WEST OF
 OF1642'CENTER LINE OF HOLT ROAD, 115 FEET SOUTH OF SOUTH RANGE LINE OF
 OF1642'THE ANNA C. MEAUMEN HOUSE, 71.5 FEET WEST OF 20-INCH MAPLE
 OF1642'AT NORTHEAST CORNER OF ROAD JUNCTION, 40.7 FEET NORTH OF 25-INCH
 OF1642'MAPLE, AND 17.4 FEET SOUTH OF 22-INCH MAPLE.  STATION IS A U.S.C.
 OF1642'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND 0.2 FOOT
 OF1642'BELOW GROUND.
 OF1642
 OF1642                          STATION RECOVERY (1972)
 OF1642
 OF1642'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1642'A NEW DESCRIPTION FOLLOWS.
 OF1642'
 OF1642'IN WEBSTER ON W. SIDE OF HOLT ROAD AT JUNCTION WITH WALL ROAD
 OF1642'
 OF1642'26.6 FT W. OF CENTERLINE HOLT ROAD
 OF1642'
 OF1642'6.7 FT S OF CENTERLINE WALL ROAD
 OF1642'
 OF1642'90.0 FT S OF W. END OF CULVERT
 OF1642'
 OF1642'73.0 FT W.N.W. OF UTILITY POLE RGE 43,260 RTC 67
 OF1642'
 OF1642'0.7 FT E. OF A MONROE COUNTY WITNESS POST.
 OF1642'
 OF1642'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1642'DISK IN CONCRETE 0.4 FEET BELOW GRADE.
 OF1642
 OF1642                          STATION RECOVERY (1996)
 OF1642
 OF1642'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1642'RECOVERED IN GOOD CONDITION.
 OF1642
 OF1642                          STATION RECOVERY (2002)
 OF1642
 OF1642'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1604 ***********************************************************************
 OF1604  DESIGNATION -  1122 1 MCGS 1972
 OF1604  PID         -  OF1604
 OF1604  STATE/COUNTY-  NY/MONROE
 OF1604  USGS QUAD   -  WEBSTER (1978)
 OF1604
 OF1604                         *CURRENT SURVEY CONTROL
 OF1604  ___________________________________________________________________
 OF1604* NAD 83(1996)-  43 14 21.11078(N)    077 26 48.21506(W)     ADJUSTED  
 OF1604* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 OF1604  ___________________________________________________________________
 OF1604  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 OF1604  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1604
 OF1604  HORZ ORDER  -  SECOND
 OF1604
 OF1604.The horizontal coordinates were established by classical geodetic methods
 OF1604.and adjusted by the National Geodetic Survey in January 1999..
 OF1604
 OF1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1604
 OF1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1604
 OF1604.The geoid height was determined by GEOID03.
 OF1604
 OF1604;                    North         East     Units Scale Factor Converg.
 OF1604;SPC NY W     -   360,369.325   442,314.319   MT  1.00004229   +0 46 43.3
 OF1604;SPC NY W     - 1,182,311.69  1,451,159.56   sFT  1.00004229   +0 46 43.3
 OF1604;UTM  18      - 4,790,284.476   301,342.899   MT  1.00008549   -1 40 36.0
 OF1604
 OF1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1604!SPC NY W     -   0.99998867  x   1.00004229  =   1.00003096
 OF1604!UTM  18      -   0.99998867  x   1.00008549  =   1.00007416
 OF1604
 OF1604                          SUPERSEDED SURVEY CONTROL
 OF1604
 OF1604  NAD 83(1986)-  43 14 21.11969(N)    077 26 48.21331(W) AD(       ) 2
 OF1604  NAD 27      -  43 14 20.89407(N)    077 26 49.22900(W) AD(       ) 2
 OF1604  NGVD 29 (07/19/86)  108.3    (m)          355.     (f) VERT ANG       
 OF1604
 OF1604.Superseded values are not recommended for survey control.
 OF1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1604.See file dsdata.txt to determine how the superseded data were derived.
 OF1604
 OF1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0134390284(NAD 83)
 OF1604_MARKER: DD = SURVEY DISK
 OF1604_SETTING: 0 = UNSPECIFIED SETTING
 OF1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1604
 OF1604  HISTORY     - Date     Condition        Report By
 OF1604  HISTORY     - 1972     MONUMENTED       NY-055
 OF1604  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1604  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1604
 OF1604                          STATION DESCRIPTION
 OF1604
 OF1604'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1604'IN WEBSTER AT THE JUNCTION OF HOLT ROAD AND SHOEMAKER ROAD
 OF1604'
 OF1604'10.9 FT E. OF CENTERLINE HOLT ROAD
 OF1604'
 OF1604'19.5 FT N. OF CENTERLINE SHOEMAKER ROAD
 OF1604'
 OF1604'38.8 FT E. OF A HYDRANT
 OF1604'
 OF1604'43.0 FT ESE OF UTILITY POLE RTC 260, 74 RGE 36
 OF1604'
 OF1604'64.7 FT S. OF S. RANGELINE OF HOUSE NO. 525
 OF1604'
 OF1604'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1604'1122-1 IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET.
 OF1604
 OF1604                          STATION RECOVERY (1977)
 OF1604
 OF1604'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1604'1122-1 DESTROYED IN RECONSTRUCTION OF HOLT RD.
 OF1604
 OF1604                          STATION RECOVERY (1994)
 OF1604
 OF1604'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1550 ***********************************************************************
 OF1550  DESIGNATION -  1122 2 MCGS 1969
 OF1550  PID         -  OF1550
 OF1550  STATE/COUNTY-  NY/MONROE
 OF1550  USGS QUAD   -  WEBSTER (1978)
 OF1550
 OF1550                         *CURRENT SURVEY CONTROL
 OF1550  ___________________________________________________________________
 OF1550* NAD 83(1996)-  43 14 20.23067(N)    077 26 57.10139(W)     ADJUSTED  
 OF1550* NAVD 88     -       109.3    (meters)     359.     (feet)  VERTCON   
 OF1550  ___________________________________________________________________
 OF1550  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OF1550  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1550
 OF1550  HORZ ORDER  -  SECOND
 OF1550
 OF1550.The horizontal coordinates were established by classical geodetic methods
 OF1550.and adjusted by the National Geodetic Survey in January 1999..
 OF1550
 OF1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1550
 OF1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1550
 OF1550.The geoid height was determined by GEOID03.
 OF1550
 OF1550;                    North         East     Units Scale Factor Converg.
 OF1550;SPC NY W     -   360,339.444   442,114.202   MT  1.00004184   +0 46 37.2
 OF1550;SPC NY W     - 1,182,213.66  1,450,503.01   sFT  1.00004184   +0 46 37.2
 OF1550;UTM  18      - 4,790,263.195   301,141.677   MT  1.00008648   -1 40 42.1
 OF1550
 OF1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1550!SPC NY W     -   0.99998848  x   1.00004184  =   1.00003032
 OF1550!UTM  18      -   0.99998848  x   1.00008648  =   1.00007496
 OF1550
 OF1550:                Primary Azimuth Mark                     Grid Az
 OF1550:SPC NY W     -  OHSTROM                                  006 32 24.8
 OF1550:UTM  18      -  OHSTROM                                  008 59 44.1
 OF1550
 OF1550|---------------------------------------------------------------------|
 OF1550| PID    Reference Object                     Distance      Geod. Az  |
 OF1550|                                                           dddmmss.s |
 OF1550| OF1551 OHSTROM                             APPROX. 1.0 KM 0071902.0 |
 OF1550|---------------------------------------------------------------------|
 OF1550
 OF1550                          SUPERSEDED SURVEY CONTROL
 OF1550
 OF1550  NAD 83(1986)-  43 14 20.23959(N)    077 26 57.09959(W) AD(       ) 2
 OF1550  NAD 27      -  43 14 20.01395(N)    077 26 58.11505(W) AD(       ) 2
 OF1550  NGVD 29 (07/19/86)  109.5    (m)          359.     (f) VERT ANG       
 OF1550
 OF1550.Superseded values are not recommended for survey control.
 OF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1550.See file dsdata.txt to determine how the superseded data were derived.
 OF1550
 OF1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0114290263(NAD 83)
 OF1550_MARKER: DD = SURVEY DISK
 OF1550_SETTING: 0 = UNSPECIFIED SETTING
 OF1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1550
 OF1550  HISTORY     - Date     Condition        Report By
 OF1550  HISTORY     - 1969     MONUMENTED       NY-055
 OF1550  HISTORY     - 1972     GOOD             NY-055
 OF1550  HISTORY     - 20020427 MARK NOT FOUND   USPSQD
 OF1550
 OF1550                          STATION DESCRIPTION
 OF1550
 OF1550'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1550'IN WEBSTER ALONG SHOEMAKER ROAD
 OF1550'
 OF1550'0.6 MILES SOUTH OF STATION OHSTROM, 1969.
 OF1550'
 OF1550'43.0 FEET WEST OF CENTER LINE OF LICIA LANE.
 OF1550'
 OF1550'16.3 FEET NORTH OF CENTER LINE OF SHOEMAKER ROAD.
 OF1550'
 OF1550'46.0 FEET SOUTHWEST OF MOST SOUTHERLY OF TWO GAS VALVES.
 OF1550'
 OF1550'81.5 FEET WEST OF A HYDRANT.
 OF1550'
 OF1550'72.0 FEET WEST OF RG AND E POLE 32, RTC POLE 33.
 OF1550'
 OF1550'6.3 FEET WEST OF EAST RANGE LINE OF HOUSE NO. 1101.
 OF1550'
 OF1550'43.7 FEET NORTHWEST OF 34-INCH MAPLE TREE.
 OF1550'
 OF1550'41.5 FEET NORTH, NORTHEAST OF 26-INCH MAPLE TREE.
 OF1550'
 OF1550'58.5 FEET NORTHEAST OF 42-INCH MAPLE TREE.
 OF1550'
 OF1550'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1550'STAMPED 1122-2 IN THE TOP OF A CONCRETE POST 1 FOOT BELOW GRADE.
 OF1550
 OF1550                          STATION RECOVERY (1972)
 OF1550
 OF1550'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1550'DESCRIPTION IS ADEQUATE.
 OF1550
 OF1550                          STATION RECOVERY (2002)
 OF1550
 OF1550'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1547 ***********************************************************************
 OF1547  DESIGNATION -  1122 3 MCGS 1969
 OF1547  PID         -  OF1547
 OF1547  STATE/COUNTY-  NY/MONROE
 OF1547  USGS QUAD   -  WEBSTER (1978)
 OF1547
 OF1547                         *CURRENT SURVEY CONTROL
 OF1547  ___________________________________________________________________
 OF1547* NAD 83(1996)-  43 14 16.11900(N)    077 27 33.96694(W)     ADJUSTED  
 OF1547* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 OF1547  ___________________________________________________________________
 OF1547  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OF1547  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1547
 OF1547  HORZ ORDER  -  SECOND
 OF1547
 OF1547.The horizontal coordinates were established by classical geodetic methods
 OF1547.and adjusted by the National Geodetic Survey in January 1999..
 OF1547
 OF1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1547
 OF1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1547
 OF1547.The geoid height was determined by GEOID03.
 OF1547
 OF1547;                    North         East     Units Scale Factor Converg.
 OF1547;SPC NY W     -   360,201.333   441,284.177   MT  1.00003997   +0 46 11.8
 OF1547;SPC NY W     - 1,181,760.54  1,447,779.84   sFT  1.00003997   +0 46 11.8
 OF1547;UTM  18      - 4,790,160.765   300,306.458   MT  1.00009057   -1 41 07.2
 OF1547
 OF1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1547!SPC NY W     -   0.99998840  x   1.00003997  =   1.00002837
 OF1547!UTM  18      -   0.99998840  x   1.00009057  =   1.00007897
 OF1547
 OF1547                          SUPERSEDED SURVEY CONTROL
 OF1547
 OF1547  NAD 83(1986)-  43 14 16.12791(N)    077 27 33.96513(W) AD(       ) 2
 OF1547  NAD 27      -  43 14 15.90220(N)    077 27 34.97928(W) AD(       ) 2
 OF1547  NGVD 29 (07/19/86)  110.0    (m)          361.     (f) VERT ANG       
 OF1547
 OF1547.Superseded values are not recommended for survey control.
 OF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1547.See file dsdata.txt to determine how the superseded data were derived.
 OF1547
 OF1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0030690161(NAD 83)
 OF1547_MARKER: DD = SURVEY DISK
 OF1547_SETTING: 0 = UNSPECIFIED SETTING
 OF1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1547
 OF1547  HISTORY     - Date     Condition        Report By
 OF1547  HISTORY     - 1969     MONUMENTED       NY-055
 OF1547  HISTORY     - 1972     GOOD             NGS
 OF1547
 OF1547                          STATION DESCRIPTION
 OF1547
 OF1547'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1547'IN WEBSTER ALONG SHOEMAKER ROAD.
 OF1547'
 OF1547'0.6 MILE WEST OF HOLT ROAD.
 OF1547'
 OF1547'0.9 MI SOUTHWEST OF STATION OHSTROM.  1969.
 OF1547'
 OF1547'12.0 FEET SOUTH OF CENTERLINE OF SHOEMAKER ROAD.
 OF1547'
 OF1547'91.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NO.1012
 OF1547'
 OF1547'14.3 FEET WEST OF WEST RANGE LINE OF HOUSE NO. 1012.
 OF1547'
 OF1547'45.4 FEET EAST OF POLE.
 OF1547'
 OF1547'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1547'DISK STAMPED 1123-3 IN THE TOP OF A CONCRETE POST COVERED 0.16
 OF1547'FEET BELOW GROUND SURFACE.
 OF1547
 OF1547                          STATION RECOVERY (1972)
 OF1547
 OF1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JEG)
 OF1547'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1598 ***********************************************************************
 NA1598  DESIGNATION -  1126 A
 NA1598  PID         -  NA1598
 NA1598  STATE/COUNTY-  NY/MADISON
 NA1598  USGS QUAD   -  HAMILTON (1976)
 NA1598
 NA1598                         *CURRENT SURVEY CONTROL
 NA1598  ___________________________________________________________________
 NA1598* NAD 83(1986)-  42 49 37.     (N)    075 32 40.     (W)     SCALED    
 NA1598* NAVD 88     -       343.142  (meters)    1125.79   (feet)  ADJUSTED  
 NA1598  ___________________________________________________________________
 NA1598  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 NA1598  DYNAMIC HT  -         343.034 (meters)    1125.44  (feet)  COMP
 NA1598  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NA1598
 NA1598  VERT ORDER  -  SECOND    CLASS II
 NA1598
 NA1598.The horizontal coordinates were scaled from a topographic map and have
 NA1598.an estimated accuracy of +/- 6 seconds.
 NA1598
 NA1598.The orthometric height was determined by differential leveling
 NA1598.and adjusted by the National Geodetic Survey in June 1991..
 NA1598
 NA1598.The geoid height was determined by GEOID03.
 NA1598
 NA1598.The dynamic height is computed by dividing the NAVD 88
 NA1598.geopotential number by the normal gravity value computed on the
 NA1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1598.degrees latitude (g = 980.6199 gals.).
 NA1598
 NA1598.The modeled gravity was interpolated from observed gravity values.
 NA1598
 NA1598;                    North         East    Units  Estimated Accuracy
 NA1598;SPC NY C     -   314,470.      334,940.      MT  (+/- 180 meters Scaled)
 NA1598
 NA1598                          SUPERSEDED SURVEY CONTROL
 NA1598
 NA1598  NGVD 29 (??/??/92)  343.261  (m)         1126.18   (f) ADJ UNCH    2 0
 NA1598
 NA1598.Superseded values are not recommended for survey control.
 NA1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1598.See file dsdata.txt to determine how the superseded data were derived.
 NA1598
 NA1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN554417(NAD 83)
 NA1598_MARKER: DB = BENCH MARK DISK
 NA1598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1598_SP_SET: BUILDING
 NA1598_STAMPING: 1126 /U.S.G.S./ ALBANY
 NA1598_MARK LOGO: USGS  
 NA1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1598
 NA1598  HISTORY     - Date     Condition        Report By
 NA1598  HISTORY     - UNK      MONUMENTED       USGS
 NA1598  HISTORY     - 1942     GOOD             NGS
 NA1598  HISTORY     - 1966     GOOD             LDA
 NA1598  HISTORY     - 20040816 GOOD             LDA
 NA1598
 NA1598                          STATION DESCRIPTION
 NA1598
 NA1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1598'AT HAMILTON.
 NA1598'AT THE NATIONAL HAMILTON BANK BUILDING IN HAMILTON.  A DISK, SET
 NA1598'VERTICALLY IN THE NORTH WALL, 1.7 FEET WEST OF THE NORTHEAST CORNER,
 NA1598'AND 2.0 FEET ABOVE THE SIDEWALK.
 NA1598
 NA1598                          STATION RECOVERY (1966)
 NA1598
 NA1598'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 NA1598'RECOVERED IN GOOD CONDITION.
 NA1598
 NA1598                          STATION RECOVERY (2004)
 NA1598
 NA1598'RECOVERY NOTE BY L DICKERSON ASSOC 2004 (GJB)
 NA1598'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0995 ***********************************************************************
 NA0995  DESIGNATION -  1127 USGS
 NA0995  PID         -  NA0995
 NA0995  STATE/COUNTY-  NY/CHENANGO
 NA0995  USGS QUAD   -  NEW BERLIN NORTH (1994)
 NA0995
 NA0995                         *CURRENT SURVEY CONTROL
 NA0995  ___________________________________________________________________
 NA0995* NAD 83(1986)-  42 41 01.     (N)    075 19 05.     (W)     SCALED    
 NA0995* NAVD 88     -       343.533  (meters)    1127.07   (feet)  ADJUSTED  
 NA0995  ___________________________________________________________________
 NA0995  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NA0995  DYNAMIC HT  -         343.421 (meters)    1126.71  (feet)  COMP
 NA0995  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 NA0995
 NA0995  VERT ORDER  -  FIRST     CLASS II
 NA0995
 NA0995.The horizontal coordinates were scaled from a topographic map and have
 NA0995.an estimated accuracy of +/- 6 seconds.
 NA0995
 NA0995.The orthometric height was determined by differential leveling
 NA0995.and adjusted by the National Geodetic Survey in June 1991..
 NA0995
 NA0995.The geoid height was determined by GEOID03.
 NA0995
 NA0995.The dynamic height is computed by dividing the NAVD 88
 NA0995.geopotential number by the normal gravity value computed on the
 NA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0995.degrees latitude (g = 980.6199 gals.).
 NA0995
 NA0995.The modeled gravity was interpolated from observed gravity values.
 NA0995
 NA0995;                    North         East    Units  Estimated Accuracy
 NA0995;SPC NY C     -   298,800.      353,690.      MT  (+/- 180 meters Scaled)
 NA0995
 NA0995                          SUPERSEDED SURVEY CONTROL
 NA0995
 NA0995  NGVD 29 (??/??/92)  343.632  (m)         1127.40   (f) ADJ UNCH    1 2
 NA0995
 NA0995.Superseded values are not recommended for survey control.
 NA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0995.See file dsdata.txt to determine how the superseded data were derived.
 NA0995
 NA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN739257(NAD 83)
 NA0995_MARKER: DB = BENCH MARK DISK
 NA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0995_STAMPING: 1127 ALBANY 1909
 NA0995_MARK LOGO: USGS  
 NA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0995+STABILITY: SURFACE MOTION
 NA0995
 NA0995  HISTORY     - Date     Condition        Report By
 NA0995  HISTORY     - 1909     MONUMENTED       USGS
 NA0995  HISTORY     - 1941     GOOD             NGS
 NA0995  HISTORY     - 1982     GOOD             NGS
 NA0995
 NA0995                          STATION DESCRIPTION
 NA0995
 NA0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA0995'AT SOUTH EDMESTON.
 NA0995'THIS MARK IS AT SOUTH EDMESTON, CHENANGO COUNTY, IN THE NORTHEAST
 NA0995'CORNER OF THE FOUNDATION OF THE SOUTH EDMESTON FREE CHURCH, SET
 NA0995'VERTICALLY IN THE NORTH FACE OF THE FOUNDATION, 3 FEET HIGHER THAN
 NA0995'THE SURFACE OF THE GROUND, AND IS A STANDARD TABLET.
 NA0995
 NA0995                          STATION RECOVERY (1982)
 NA0995
 NA0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0848 ***********************************************************************
 OF0848  DESIGNATION -  1128 3
 OF0848  PID         -  OF0848
 OF0848  STATE/COUNTY-  NY/MONROE
 OF0848  USGS QUAD   -  WEBSTER (1978)
 OF0848
 OF0848                         *CURRENT SURVEY CONTROL
 OF0848  ___________________________________________________________________
 OF0848* NAD 83(1996)-  43 14 25.84680(N)    077 25 09.99988(W)     ADJUSTED  
 OF0848* NAVD 88     -       107.619  (meters)     353.08   (feet)  ADJUSTED  
 OF0848  ___________________________________________________________________
 OF0848  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 OF0848  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF0848  DYNAMIC HT  -         107.593 (meters)     352.99  (feet)  COMP
 OF0848  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 OF0848
 OF0848  HORZ ORDER  -  SECOND
 OF0848  VERT ORDER  -  FIRST     CLASS II
 OF0848
 OF0848.The horizontal coordinates were established by classical geodetic methods
 OF0848.and adjusted by the National Geodetic Survey in January 1999..
 OF0848
 OF0848.The orthometric height was determined by differential leveling
 OF0848.and adjusted by the National Geodetic Survey in June 1991..
 OF0848
 OF0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF0848
 OF0848.The geoid height was determined by GEOID03.
 OF0848
 OF0848.The dynamic height is computed by dividing the NAVD 88
 OF0848.geopotential number by the normal gravity value computed on the
 OF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0848.degrees latitude (g = 980.6199 gals.).
 OF0848
 OF0848.The modeled gravity was interpolated from observed gravity values.
 OF0848
 OF0848;                    North         East     Units Scale Factor Converg.
 OF0848;SPC NY W     -   360,545.951   444,528.126   MT  1.00004738   +0 47 50.6
 OF0848;SPC NY W     - 1,182,891.17  1,458,422.69   sFT  1.00004738   +0 47 50.6
 OF0848;UTM  18      - 4,790,366.101   303,562.319   MT  1.00007470   -1 39 28.8
 OF0848
 OF0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF0848!SPC NY W     -   0.99998873  x   1.00004738  =   1.00003611
 OF0848!UTM  18      -   0.99998873  x   1.00007470  =   1.00006343
 OF0848
 OF0848:                Primary Azimuth Mark                     Grid Az
 OF0848:SPC NY W     -  1128 4 NYGS 1940                         179 21 51.7
 OF0848:UTM  18      -  1128 4 NYGS 1940                         181 49 11.1
 OF0848
 OF0848|---------------------------------------------------------------------|
 OF0848| PID    Reference Object                     Distance      Geod. Az  |
 OF0848|                                                           dddmmss.s |
 OF0848| OF1638 1128 4 NYGS 1940                    APPROX. 0.6 KM 1800942.3 |
 OF0848|---------------------------------------------------------------------|
 OF0848
 OF0848                          SUPERSEDED SURVEY CONTROL
 OF0848
 OF0848  NAD 83(1986)-  43 14 25.85574(N)    077 25 09.99811(W) AD(       ) 2
 OF0848  NAD 27      -  43 14 25.63033(N)    077 25 11.01722(W) AD(       ) 2
 OF0848  NGVD 29 (??/??/92)  107.819  (m)          353.74   (f) ADJ UNCH    1 2
 OF0848
 OF0848.Superseded values are not recommended for survey control.
 OF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0848.See file dsdata.txt to determine how the superseded data were derived.
 OF0848
 OF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0356290366(NAD 83)
 OF0848_MARKER: DD = SURVEY DISK
 OF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0848+STABILITY: SURFACE MOTION
 OF0848
 OF0848  HISTORY     - Date     Condition        Report By
 OF0848  HISTORY     - 1940     MONUMENTED       NYGS
 OF0848  HISTORY     - 1967     GOOD             NGS
 OF0848  HISTORY     - 1972     GOOD             NY-055
 OF0848  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF0848  HISTORY     - 20020427 GOOD             USPSQD
 OF0848
 OF0848                          STATION DESCRIPTION
 OF0848
 OF0848'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF0848'IN WEBSTER, ON EAST SIDE OF PHILLIPS ROAD AT THE INTERSECTION
 OF0848'OF SCHLEGEL ROAD, 17.6 FEET EAST OF THE CENTER LINE OF PHILLIPS
 OF0848'ROAD, 7.4 FEET SOUTH OF THE CENTER LINE OF SCHLEGEL ROAD
 OF0848'(EXTENDED), 17.0 FEET NORTH OF THE NORTH RANGE LINE OF W. VAN
 OF0848'NORMANS HOUSE, 74.5 FEET WEST OF THE WEST RANGE LINE OF SAID
 OF0848'HOUSE, 8.3 FEET SOUTHWEST OF R.G. AND E. POLE NO. 41, 51.8 FEET
 OF0848'WEST OF 12-INCH NUT TREE, 85.9 FEET SOUTHEAST OF 30-INCH PINE
 OF0848'TREE, 38.7 FEET NORTHWEST OF 16-INCH CHERRY TREE, AND 7.8 FEET
 OF0848'SOUTHWEST OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND
 OF0848'G.S.  AND STATE SURVEY STANDARD DISK IN CONCRETE 0.3 FOOT BELOW
 OF0848'GROUND.
 OF0848
 OF0848                          STATION RECOVERY (1967)
 OF0848
 OF0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OF0848'6 MI E FROM SEA BREEZE.
 OF0848'1128 3 A BENCH MARK ESTABLISHED BY U.S.C. AND G.S. AND NEW YORK
 OF0848'STATE, IS IN MONROE COUNTY, NEW YORK, ABOUT 6 MILES EAST ON HWY.
 OF0848'18 FROM THE N.Y.C.R.R. BRIDGE AT SEA BREEZE, 1.8 MILES SOUTH OF
 OF0848'INTERSECTION OF LAKE RD. (HWY. 18) AND PHILLIPS RD., 90 FEET SOUTH
 OF0848'OF CENTERLINE OF SCHEGEL RD., 24.9 FEET SOUTHWEST OF UTILITY POLE
 OF0848'NO. 41, 20 FEET EAST OF CENTERLINE OF PHILLIPS RD., 1.4 FEET WEST
 OF0848'OF A WITNESS POST, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 OF0848'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO A 4-INCH SQUARE
 OF0848'CONCRETE POST.
 OF0848
 OF0848                          STATION RECOVERY (1972)
 OF0848
 OF0848'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF0848'A NEW DESCRIPTION FOLLOWS--
 OF0848'
 OF0848'IN WEBSTER, AT THE SE CORNER OF THE INTERSECTION OF SCHLEGEL AND
 OF0848'PHILLIPS ROADS.
 OF0848'
 OF0848'16.3 FT E OF CENTERLINE OF PHILLIPS ROAD
 OF0848'
 OF0848'25.5 FT S OF CENTERLINE OF SCHLEGEL ROAD
 OF0848'
 OF0848'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK IN
 OF0848'CONCRETE 1.0 BELOW GRADE IN A CAST IRON FRAME AND COVER WHICH IS AT
 OF0848'PAVEMENT GRADE
 OF0848
 OF0848                          STATION RECOVERY (1984)
 OF0848
 OF0848'RECOVERY NOTE BY US POWER SQUADRON 1984 (REH)
 OF0848'1128-3 NYGS NOT RECOVERED - CAST IRON FRAME AND COVER FLUSH
 OF0848'WITH PAVEMENT FOUND AT SITE, COVER MARKED M.
 OF0848
 OF0848                          STATION RECOVERY (2002)
 OF0848
 OF0848'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1638 ***********************************************************************
 OF1638  DESIGNATION -  1128 4 NYGS 1940
 OF1638  PID         -  OF1638
 OF1638  STATE/COUNTY-  NY/MONROE
 OF1638  USGS QUAD   -  WEBSTER (1978)
 OF1638
 OF1638                         *CURRENT SURVEY CONTROL
 OF1638  ___________________________________________________________________
 OF1638* NAD 83(1996)-  43 14 06.26881(N)    077 25 10.07547(W)     ADJUSTED  
 OF1638* NAVD 88     -       114.41   (+/-2cm)     375.4    (feet)  VERTCON   
 OF1638  ___________________________________________________________________
 OF1638  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 OF1638  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF1638
 OF1638  HORZ ORDER  -  SECOND
 OF1638  VERT ORDER  -  THIRD ? (See Below)
 OF1638
 OF1638.The horizontal coordinates were established by classical geodetic methods
 OF1638.and adjusted by the National Geodetic Survey in January 1999..
 OF1638
 OF1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1638.The vertical order pertains to the NGVD 29 superseded value.
 OF1638
 OF1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1638
 OF1638.The geoid height was determined by GEOID03.
 OF1638
 OF1638;                    North         East     Units Scale Factor Converg.
 OF1638;SPC NY W     -   359,941.773   444,534.829   MT  1.00004740   +0 47 50.3
 OF1638;SPC NY W     - 1,180,908.97  1,458,444.68   sFT  1.00004740   +0 47 50.3
 OF1638;UTM  18      - 4,789,762.174   303,543.132   MT  1.00007480   -1 39 28.2
 OF1638
 OF1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1638!SPC NY W     -   0.99998767  x   1.00004740  =   1.00003507
 OF1638!UTM  18      -   0.99998767  x   1.00007480  =   1.00006247
 OF1638
 OF1638                          SUPERSEDED SURVEY CONTROL
 OF1638
 OF1638  NAD 83(1986)-  43 14 06.27775(N)    077 25 10.07367(W) AD(       ) 2
 OF1638  NAD 27      -  43 14 06.05226(N)    077 25 11.09281(W) AD(       ) 2
 OF1638  NGVD 29 (07/19/86)  114.61   (m)          376.0    (f) LEVELING    3  
 OF1638
 OF1638.Superseded values are not recommended for survey control.
 OF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1638.See file dsdata.txt to determine how the superseded data were derived.
 OF1638
 OF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0354389762(NAD 83)
 OF1638_MARKER: DD = SURVEY DISK
 OF1638_SETTING: 0 = UNSPECIFIED SETTING
 OF1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1638
 OF1638  HISTORY     - Date     Condition        Report By
 OF1638  HISTORY     - 1940     MONUMENTED       NYGS
 OF1638  HISTORY     - 1972     GOOD             NY-055
 OF1638  HISTORY     - 1974     MARK NOT FOUND   NY-055
 OF1638  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1638
 OF1638                          STATION DESCRIPTION
 OF1638
 OF1638'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1638'IN WEBSTER, ON WEST SIDE OF PHILLIPS ROAD, 0.4 MILE SOUTH OF
 OF1638'SCHLEGEL ROAD, 17.0 FEET WEST OF THE CENTER LINE OF PHILLIPS
 OF1638'ROAD, 51.6 FEET NORTH OF THE NORTH RANGE LINE OF L.L. WITTS
 OF1638'HOUSE, 60.1 FEET EAST OF THE EAST RANGE LINE OF SAID HOUSE, 34.2
 OF1638'FEET SOUTH OF R.G. AND E. POLE NO. 50-A, 72.8 FEET EAST OF
 OF1638'12-INCH POPLAR TREE, AND 2.8 FEET SOUTHEAST OF U.S. REFERENCE
 OF1638'MARKER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF1638'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1638
 OF1638                          STATION RECOVERY (1972)
 OF1638
 OF1638'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1638'A NEW DESCRIPTION FOLLOWS--
 OF1638'
 OF1638'IN WEBSTER ON THE W. SIDE OF PHILLIPS ROAD,
 OF1638'
 OF1638'0.4 MILE S. OF SCHLEGEL ROAD
 OF1638'
 OF1638'1.05 MILE N. OF ORCHARD STREET
 OF1638'
 OF1638'17.4 FT W. OF CENTERLINE PHILLIPS ROAD
 OF1638'
 OF1638'124.0 FT SE. OF S.E. CORNER OF HOUSE NO. 599
 OF1638'
 OF1638'80.2 FT NE. OF N.E CORNER, AND
 OF1638'
 OF1638'52.6 FT N. OF N. RANGELINE OF HOUSE NO. 603
 OF1638'
 OF1638'64.9 FT NW OF UTILITY POLE RGE-51
 OF1638'
 OF1638'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1638'DISK IN CONCRETE
 OF1638
 OF1638                          STATION RECOVERY (1974)
 OF1638
 OF1638'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974
 OF1638'DESTROYED IN THE RECONSTRUCTION OF PHILLIPS ROAD.
 OF1638
 OF1638                          STATION RECOVERY (1994)
 OF1638
 OF1638'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1623 ***********************************************************************
 OF1623  DESIGNATION -  1128 5 NYGS 1940
 OF1623  PID         -  OF1623
 OF1623  STATE/COUNTY-  NY/MONROE
 OF1623  USGS QUAD   -  WEBSTER (1978)
 OF1623
 OF1623                         *CURRENT SURVEY CONTROL
 OF1623  ___________________________________________________________________
 OF1623* NAD 83(1996)-  43 13 42.86498(N)    077 25 09.19315(W)     ADJUSTED  
 OF1623* NAVD 88     -       116.03   (+/-2cm)     380.7    (feet)  VERTCON   
 OF1623  ___________________________________________________________________
 OF1623  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OF1623  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1623
 OF1623  HORZ ORDER  -  SECOND
 OF1623  VERT ORDER  -  THIRD ? (See Below)
 OF1623
 OF1623.The horizontal coordinates were established by classical geodetic methods
 OF1623.and adjusted by the National Geodetic Survey in January 1999..
 OF1623
 OF1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1623.The vertical order pertains to the NGVD 29 superseded value.
 OF1623
 OF1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1623
 OF1623.The geoid height was determined by GEOID03.
 OF1623
 OF1623;                    North         East     Units Scale Factor Converg.
 OF1623;SPC NY W     -   359,219.835   444,564.788   MT  1.00004747   +0 47 50.5
 OF1623;SPC NY W     - 1,178,540.41  1,458,542.98   sFT  1.00004747   +0 47 50.5
 OF1623;UTM  18      - 4,789,039.596   303,542.141   MT  1.00007480   -1 39 26.9
 OF1623
 OF1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1623!SPC NY W     -   0.99998741  x   1.00004747  =   1.00003488
 OF1623!UTM  18      -   0.99998741  x   1.00007480  =   1.00006221
 OF1623
 OF1623                          SUPERSEDED SURVEY CONTROL
 OF1623
 OF1623  NAD 83(1986)-  43 13 42.87391(N)    077 25 09.19129(W) AD(       ) 2
 OF1623  NAD 27      -  43 13 42.64832(N)    077 25 10.21052(W) AD(       ) 2
 OF1623  NGVD 29 (07/19/86)  116.23   (m)          381.3    (f) LEVELING    3  
 OF1623
 OF1623.Superseded values are not recommended for survey control.
 OF1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1623.See file dsdata.txt to determine how the superseded data were derived.
 OF1623
 OF1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0354289040(NAD 83)
 OF1623_MARKER: DD = SURVEY DISK
 OF1623_SETTING: 0 = UNSPECIFIED SETTING
 OF1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1623
 OF1623  HISTORY     - Date     Condition        Report By
 OF1623  HISTORY     - 1940     MONUMENTED       NYGS
 OF1623  HISTORY     - 1972     GOOD             NY-055
 OF1623  HISTORY     - 1974     MARK NOT FOUND   NY-055
 OF1623  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1623
 OF1623                          STATION DESCRIPTION
 OF1623
 OF1623'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1623'IN WEBSTER, ON EAST SIDE OF PHILLIPS ROAD, 0.65 MILE NORTH OF
 OF1623'NEW YORK CENTRAL RAILROAD (WATERTOWN-OGDENSBURG BRANCH), 16.3
 OF1623'FEET EAST OF THE CENTER LINE OF PHILLIPS ROAD, 29.0 FEET NORTH
 OF1623'OF THE NORTH RANGE LINE OF E. FELDBAUERS BARN, 42.5 FEET WEST
 OF1623'OF THE WEST RANGE LINE OF SAID BARN, 8.9 FEET NORTH OF 7-INCH
 OF1623'PEAR TREE, 40.2 FEET EAST OF 10-INCH MAPLE TREE, 42.0 FEET
 OF1623'EAST OF 12-INCH MAPLE TREE, 60.0 FEET SOUTHEAST OF 10-INCH
 OF1623'MAPLE TREE, 43.1 FEET SOUTH OF 10-INCH FIR TREE, AND 3.3 FEET
 OF1623'WEST OF U.S. REFERENCE MARKER.  STATION IS A U.S.C. AND G.S.
 OF1623'AND STATE SURVEY STANDARD DISK IN CONCRETE 0.3 FOOT BELOW
 OF1623'GROUND.
 OF1623
 OF1623                          STATION RECOVERY (1972)
 OF1623
 OF1623'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1623'A NEW DESCRIPTION FOLLOWS--
 OF1623'
 OF1623'IN WEBSTER, ON THE E. SIDE OF PHILLIPS ROAD
 OF1623'
 OF1623'0.84 MILE S. OF SCHLEGEL ROAD
 OF1623'
 OF1623'0.6 MILE N. OF ORCHARD STREET
 OF1623'
 OF1623'15.9 FT E. OF CENTERLINE PHILLIPS ROAD
 OF1623'
 OF1623'51.5 FT NW OF N.W. CORNER OF A BARN
 OF1623'
 OF1623'108.5 FT N. OF N. RANGELINE OF HOUSE NO. 695
 OF1623'
 OF1623'32.2 FT NE OF POLE RTC-8
 OF1623'
 OF1623'3.9 FT W. OF A MONROE COUNTY WITNESS POST.
 OF1623'
 OF1623'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK IN
 OF1623'CONCRETE
 OF1623
 OF1623                          STATION RECOVERY (1974)
 OF1623
 OF1623'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974
 OF1623'DESTROYED IN THE RECONSTRUCTION OF PHILLIPS ROAD.
 OF1623
 OF1623                          STATION RECOVERY (1994)
 OF1623
 OF1623'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0648 ***********************************************************************
 NB0648  DESIGNATION -  113
 NB0648  PID         -  NB0648
 NB0648  STATE/COUNTY-  NY/YATES
 NB0648  USGS QUAD   -  DRESDEN (1978)
 NB0648
 NB0648                         *CURRENT SURVEY CONTROL
 NB0648  ___________________________________________________________________
 NB0648* NAD 83(1986)-  42 38 30.     (N)    076 59 24.     (W)     SCALED    
 NB0648* NAVD 88     -       256.926  (meters)     842.93   (feet)  ADJUSTED  
 NB0648  ___________________________________________________________________
 NB0648  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NB0648  DYNAMIC HT  -         256.849 (meters)     842.68  (feet)  COMP
 NB0648  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 NB0648
 NB0648  VERT ORDER  -  SECOND    CLASS 0
 NB0648
 NB0648.The horizontal coordinates were scaled from a topographic map and have
 NB0648.an estimated accuracy of +/- 6 seconds.
 NB0648
 NB0648.The orthometric height was determined by differential leveling
 NB0648.and adjusted by the National Geodetic Survey in June 1991..
 NB0648
 NB0648.The geoid height was determined by GEOID03.
 NB0648
 NB0648.The dynamic height is computed by dividing the NAVD 88
 NB0648.geopotential number by the normal gravity value computed on the
 NB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0648.degrees latitude (g = 980.6199 gals.).
 NB0648
 NB0648.The modeled gravity was interpolated from observed gravity values.
 NB0648
 NB0648;                    North         East    Units  Estimated Accuracy
 NB0648;SPC NY C     -   293,450.      216,650.      MT  (+/- 180 meters Scaled)
 NB0648
 NB0648                          SUPERSEDED SURVEY CONTROL
 NB0648
 NB0648  NGVD 29 (??/??/92)  257.076  (m)          843.42   (f) ADJ UNCH    2 0
 NB0648
 NB0648.Superseded values are not recommended for survey control.
 NB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0648.See file dsdata.txt to determine how the superseded data were derived.
 NB0648
 NB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN368229(NAD 83)
 NB0648_MARKER: B = BOLT
 NB0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0648_SP_SET: BRIDGE
 NB0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0648
 NB0648  HISTORY     - Date     Condition        Report By
 NB0648  HISTORY     - UNK      MONUMENTED       PRR
 NB0648  HISTORY     - 1935     GOOD             NGS
 NB0648
 NB0648                          STATION DESCRIPTION
 NB0648
 NB0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0648'3.5 MI SE FROM MILO.
 NB0648'IS LOCATED 3.5 OF MILE SOUTHEAST OF THE DEPOT AT MILO. IN NORTH END
 NB0648'OF COPING OF WEST HEADWALL OF RAILROAD BRIDGE NO. 36.38 OVER SMALL
 NB0648'RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1952 ***********************************************************************
 OF1952  DESIGNATION -  113 1 NYGS 1970
 OF1952  PID         -  OF1952
 OF1952  STATE/COUNTY-  NY/MONROE
 OF1952  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1952
 OF1952                         *CURRENT SURVEY CONTROL
 OF1952  ___________________________________________________________________
 OF1952* NAD 83(1996)-  43 08 16.03806(N)    077 31 47.29995(W)     ADJUSTED  
 OF1952* NAVD 88     -       133.6    (meters)     438.     (feet)  VERTCON   
 OF1952  ___________________________________________________________________
 OF1952  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 OF1952  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF1952
 OF1952  HORZ ORDER  -  SECOND
 OF1952
 OF1952.The horizontal coordinates were established by classical geodetic methods
 OF1952.and adjusted by the National Geodetic Survey in January 1999..
 OF1952
 OF1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1952
 OF1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1952
 OF1952.The geoid height was determined by GEOID03.
 OF1952
 OF1952;                    North         East     Units Scale Factor Converg.
 OF1952;SPC NY W     -   349,015.361   435,708.434   MT  1.00002784   +0 43 13.4
 OF1952;SPC NY W     - 1,145,061.23  1,429,486.75   sFT  1.00002784   +0 43 13.4
 OF1952;UTM  18      - 4,779,222.903   294,256.626   MT  1.00012076   -1 43 49.3
 OF1952
 OF1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1952!SPC NY W     -   0.99998462  x   1.00002784  =   1.00001246
 OF1952!UTM  18      -   0.99998462  x   1.00012076  =   1.00010538
 OF1952
 OF1952:                Primary Azimuth Mark                     Grid Az
 OF1952:SPC NY W     -  113 2 MCGS 1969                          090 29 37.5
 OF1952:UTM  18      -  113 2 MCGS 1969                          092 56 40.2
 OF1952
 OF1952|---------------------------------------------------------------------|
 OF1952| PID    Reference Object                     Distance      Geod. Az  |
 OF1952|                                                           dddmmss.s |
 OF1952| OF1956 113 2 MCGS 1969                     APPROX. 0.6 KM 0911250.9 |
 OF1952| OF1949 113 1A MCGS 1970                    341.394 METERS 26929     |
 OF1952|---------------------------------------------------------------------|
 OF1952
 OF1952                          SUPERSEDED SURVEY CONTROL
 OF1952
 OF1952  NAD 83(1986)-  43 08 16.04632(N)    077 31 47.29841(W) AD(       ) 2
 OF1952  NAD 27      -  43 08 15.82147(N)    077 31 48.30595(W) AD(       ) 2
 OF1952  NGVD 29 (07/19/86)  133.8    (m)          439.     (f) VERT ANG       
 OF1952
 OF1952.Superseded values are not recommended for survey control.
 OF1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1952.See file dsdata.txt to determine how the superseded data were derived.
 OF1952
 OF1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9425779223(NAD 83)
 OF1952_MARKER: DD = SURVEY DISK
 OF1952_SETTING: 0 = UNSPECIFIED SETTING
 OF1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1952
 OF1952  HISTORY     - Date     Condition        Report By
 OF1952  HISTORY     - 1970     MONUMENTED       NYGS
 OF1952  HISTORY     - 1977     GOOD             NY-055
 OF1952  HISTORY     - 19950403 GOOD             USPSQD
 OF1952
 OF1952                          STATION DESCRIPTION
 OF1952
 OF1952'DESCRIBED BY NEW YORK GEODETIC SURVEY 1970 (JEG)
 OF1952'IN TOWN OF BRIGHTON, SOUTH SIDE OF PENFIELD ROAD AND WEST
 OF1952'OF DRIVEWAY OF HOUSE 353 PENFIELD ROAD, AND OPPOSITE LANDING
 OF1952'ROAD.  STANDARD MONUMENT SET 0.1 FT. BELOW GROUND.
 OF1952'
 OF1952'21.1 FEET SOUTH OF CENTERLINE OF HIGHWAY.
 OF1952'
 OF1952'14.0 FEET WEST OF CENTERLINE OF LANDING ROAD.
 OF1952'
 OF1952'5.6 FEET NORTHWEST OF POLE RGE 19.
 OF1952'
 OF1952'10.5 FEET NORTH OF CHESTNUT TREE.
 OF1952'
 OF1952'3.1 FEET NORTH OF STONE FENCE.
 OF1952'
 OF1952'2.6 FEET NORTH OF U.S. REFERENCE MARKER.
 OF1952'
 OF1952'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1952'STANDARD DISK IN CONCRETE POST STAMPED 113-1, 0.1 FEET BELOW GROUND.
 OF1952
 OF1952                          STATION RECOVERY (1977)
 OF1952
 OF1952'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1952'113-1 RECOVERED IN GOOD CONDITION.
 OF1952
 OF1952                          STATION RECOVERY (1995)
 OF1952
 OF1952'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1956 ***********************************************************************
 OF1956  DESIGNATION -  113 2 MCGS 1969
 OF1956  PID         -  OF1956
 OF1956  STATE/COUNTY-  NY/MONROE
 OF1956  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1956
 OF1956                         *CURRENT SURVEY CONTROL
 OF1956  ___________________________________________________________________
 OF1956* NAD 83(1996)-  43 08 15.61199(N)    077 31 19.90713(W)     ADJUSTED  
 OF1956* NAVD 88     -       130.8    (meters)     429.     (feet)  VERTCON   
 OF1956  ___________________________________________________________________
 OF1956  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 OF1956  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF1956
 OF1956  HORZ ORDER  -  SECOND
 OF1956
 OF1956.The horizontal coordinates were established by classical geodetic methods
 OF1956.and adjusted by the National Geodetic Survey in January 1999..
 OF1956
 OF1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1956
 OF1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1956
 OF1956.The geoid height was determined by GEOID03.
 OF1956
 OF1956;                    North         East     Units Scale Factor Converg.
 OF1956;SPC NY W     -   349,010.026   436,327.636   MT  1.00002915   +0 43 32.2
 OF1956;SPC NY W     - 1,145,043.73  1,431,518.25   sFT  1.00002915   +0 43 32.2
 OF1956;UTM  18      - 4,779,191.091   294,875.089   MT  1.00011763   -1 43 30.6
 OF1956
 OF1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1956!SPC NY W     -   0.99998506  x   1.00002915  =   1.00001421
 OF1956!UTM  18      -   0.99998506  x   1.00011763  =   1.00010269
 OF1956
 OF1956|---------------------------------------------------------------------|
 OF1956| PID    Reference Object                     Distance      Geod. Az  |
 OF1956|                                                           dddmmss.s |
 OF1956| OF1958 113 2A MCGS 1970                    138.926 METERS 10902     |
 OF1956| OF1952 113 1 NYGS 1970                     APPROX. 0.6 KM 2711309.6 |
 OF1956| OF1955 113 2 NYGS 1970                      22.329 METERS 30610     |
 OF1956|---------------------------------------------------------------------|
 OF1956
 OF1956                          SUPERSEDED SURVEY CONTROL
 OF1956
 OF1956  NAD 83(1986)-  43 08 15.62028(N)    077 31 19.90557(W) AD(       ) 2
 OF1956  NAD 27      -  43 08 15.39530(N)    077 31 20.91412(W) AD(       ) 2
 OF1956  NGVD 29 (07/19/86)  131.0    (m)          430.     (f) VERT ANG       
 OF1956
 OF1956.Superseded values are not recommended for survey control.
 OF1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1956.See file dsdata.txt to determine how the superseded data were derived.
 OF1956
 OF1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9487579191(NAD 83)
 OF1956_MARKER: DD = SURVEY DISK
 OF1956_SETTING: 0 = UNSPECIFIED SETTING
 OF1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1956
 OF1956  HISTORY     - Date     Condition        Report By
 OF1956  HISTORY     - 1970     MONUMENTED       NY-055
 OF1956  HISTORY     - 1977     GOOD             NY-055
 OF1956  HISTORY     - 19950508 GOOD             USPSQD
 OF1956
 OF1956                          STATION DESCRIPTION
 OF1956
 OF1956'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1956'IN TOWN OF BRIGHTON, NORTH SIDE OF PENFIELD ROAD AND EAST OF
 OF1956'WEYMOUTH DRIVE.  STANDARD MONUMENT SET 1 FOOT BELOW GROUND.
 OF1956'
 OF1956'37.8 FEET NORTHWEST OF POLE.
 OF1956'
 OF1956'3.5 FEET NORTH OF 5 FOOT CONCRETE WALK.
 OF1956'
 OF1956'34.9 FEET NORTHEAST OF POLE RGE 3.
 OF1956'
 OF1956'81.3 FEET NORTHEAST OF MANHOLE.
 OF1956'
 OF1956'42.0 FEET NORTHEAST OF RGE HAND HOLE.
 OF1956'
 OF1956'47.5 FEET SOUTH OF MOST WESTERLY OF 2 DOUBLE BOLE ASH TREE.
 OF1956'
 OF1956'STATION IS A MONROE COUNTY AND GEODETIC SURVEY STANDARD BRONZE
 OF1956'DISK IN CONCRETE POST, STAMPED 113-2A, ONE (1) FOOT BELOW GROUND.
 OF1956
 OF1956                          STATION RECOVERY (1977)
 OF1956
 OF1956'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1956'113-2 RECOVERED IN GOOD CONDITION.
 OF1956
 OF1956                          STATION RECOVERY (1995)
 OF1956
 OF1956'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1955 ***********************************************************************
 OF1955  DESIGNATION -  113 2 NYGS 1970
 OF1955  PID         -  OF1955
 OF1955  STATE/COUNTY-  NY/MONROE
 OF1955  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1955
 OF1955                         *CURRENT SURVEY CONTROL
 OF1955  ___________________________________________________________________
 OF1955* NAD 83(1996)-  43 08 16.03901(N)    077 31 20.70476(W)     ADJUSTED  
 OF1955* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 OF1955  ___________________________________________________________________
 OF1955  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 OF1955  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF1955
 OF1955  HORZ ORDER  -  THIRD
 OF1955
 OF1955.The horizontal coordinates were established by classical geodetic methods
 OF1955.and adjusted by the National Geodetic Survey in January 1999..
 OF1955
 OF1955.The orthometric height was scaled from a topographic map.
 OF1955
 OF1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1955
 OF1955.The geoid height was determined by GEOID03.
 OF1955
 OF1955;                    North         East     Units Scale Factor Converg.
 OF1955;SPC NY W     -   349,022.974   436,309.444   MT  1.00002911   +0 43 31.6
 OF1955;SPC NY W     - 1,145,086.21  1,431,458.57   sFT  1.00002911   +0 43 31.6
 OF1955;UTM  18      - 4,779,204.807   294,857.466   MT  1.00011772   -1 43 31.1
 OF1955
 OF1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1955!SPC NY W     -   0.99998490  x   1.00002911  =   1.00001401
 OF1955!UTM  18      -   0.99998490  x   1.00011772  =   1.00010262
 OF1955
 OF1955                          SUPERSEDED SURVEY CONTROL
 OF1955
 OF1955  NAD 83(1986)-  43 08 16.04729(N)    077 31 20.70320(W) AD(       ) 3
 OF1955  NAD 27      -  43 08 15.82232(N)    077 31 21.71172(W) AD(       ) 3
 OF1955
 OF1955.Superseded values are not recommended for survey control.
 OF1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1955.See file dsdata.txt to determine how the superseded data were derived.
 OF1955
 OF1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9485779205(NAD 83)
 OF1955_MARKER: DS = TRIANGULATION STATION DISK
 OF1955_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1955
 OF1955  HISTORY     - Date     Condition        Report By
 OF1955  HISTORY     - 1969     MONUMENTED       NYGS
 OF1955  HISTORY     - 1977     GOOD             NY-055
 OF1955  HISTORY     - 19950403 GOOD             USPSQD
 OF1955
 OF1955                          STATION DESCRIPTION
 OF1955
 OF1955'DESCRIBED BY NEW YORK GEODETIC SURVEY 1969 (JEG)
 OF1955'IN TOWN OF BRIGHTON, AT INTERSECTION OF PENFIELD AND WEYMOUTH DRIVE
 OF1955'NORTH OF PENFIELD ROAD EAST OF WEYMOUTH DRIVE.  STANDARD MONUMENT.
 OF1955'
 OF1955'61 FEET NORTH OF CENTER LINE OF PENFIELD ROAD.
 OF1955'
 OF1955'40.6 FEET NORTHEAST OF CNCRETE LITE POLE ON ISLNAD IN THE INTERSECTION
 OF1955'OF WEYMOUTH DRIVE AND PENFIELD ROAD.
 OF1955'
 OF1955'22.7 FEET EAST OF CENTER LINE OF WEYMOUTH DRIVE.
 OF1955'
 OF1955'94.7 FEET SOUTH EAST OF CONCRETE LITE POLE.
 OF1955'
 OF1955'69.3 FEET SOUTH OF SOUTH RANGE LINE OF HOUSE NO. 320.
 OF1955'
 OF1955'90.0 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE NO. 320.
 OF1955'
 OF1955'59.3 FEET SOUTHWEST OF 9 INCH MAPLE.
 OF1955'
 OF1955'1.2 FEET WEST OF 5 FOOT CONCRETE WALK.
 OF1955'
 OF1955'STATION IS S U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1955'DISK IN CONCRETE POST, FLUSH WITH GROUND.
 OF1955
 OF1955                          STATION RECOVERY (1977)
 OF1955
 OF1955'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1955'113-2 RECOVERED IN GOOD CONDITION.
 OF1955
 OF1955                          STATION RECOVERY (1995)
 OF1955
 OF1955'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1958 ***********************************************************************
 OF1958  DESIGNATION -  113 2A MCGS 1970
 OF1958  PID         -  OF1958
 OF1958  STATE/COUNTY-  NY/MONROE
 OF1958  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1958
 OF1958                         *CURRENT SURVEY CONTROL
 OF1958  ___________________________________________________________________
 OF1958* NAD 83(1996)-  43 08 14.14352(N)    077 31 14.09612(W)     ADJUSTED  
 OF1958* NAVD 88     -       127.4    (meters)     418.     (feet)  VERTCON   
 OF1958  ___________________________________________________________________
 OF1958  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 OF1958  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF1958
 OF1958  HORZ ORDER  -  SECOND
 OF1958
 OF1958.The horizontal coordinates were established by classical geodetic methods
 OF1958.and adjusted by the National Geodetic Survey in January 1999..
 OF1958
 OF1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1958
 OF1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1958
 OF1958.The geoid height was determined by GEOID03.
 OF1958
 OF1958;                    North         East     Units Scale Factor Converg.
 OF1958;SPC NY W     -   348,966.375   436,459.530   MT  1.00002943   +0 43 36.1
 OF1958;SPC NY W     - 1,144,900.52  1,431,950.97   sFT  1.00002943   +0 43 36.1
 OF1958;UTM  18      - 4,779,141.837   295,005.008   MT  1.00011698   -1 43 26.6
 OF1958
 OF1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1958!SPC NY W     -   0.99998559  x   1.00002943  =   1.00001502
 OF1958!UTM  18      -   0.99998559  x   1.00011698  =   1.00010257
 OF1958
 OF1958:                Primary Azimuth Mark                     Grid Az
 OF1958:SPC NY W     -  113 3 MCGS 1969                          108 55 11.5
 OF1958:UTM  18      -  113 3 MCGS 1969                          111 22 14.2
 OF1958
 OF1958|---------------------------------------------------------------------|
 OF1958| PID    Reference Object                     Distance      Geod. Az  |
 OF1958|                                                           dddmmss.s |
 OF1958| OF1970 113 3 MCGS 1969                     490.451 METERS 1093847.6 |
 OF1958| OF1956 113 2 MCGS 1969                     138.926 METERS 28902     |
 OF1958|---------------------------------------------------------------------|
 OF1958
 OF1958                          SUPERSEDED SURVEY CONTROL
 OF1958
 OF1958  NAD 83(1986)-  43 08 14.15181(N)    077 31 14.09454(W) AD(       ) 2
 OF1958  NAD 27      -  43 08 13.92681(N)    077 31 15.10338(W) AD(       ) 2
 OF1958  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 OF1958
 OF1958.Superseded values are not recommended for survey control.
 OF1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1958.See file dsdata.txt to determine how the superseded data were derived.
 OF1958
 OF1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9500579142(NAD 83)
 OF1958_MARKER: I = METAL ROD
 OF1958_SETTING: 0 = UNSPECIFIED SETTING
 OF1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1958
 OF1958  HISTORY     - Date     Condition        Report By
 OF1958  HISTORY     - 1970     MONUMENTED       NY-055
 OF1958  HISTORY     - 19950403 MARK NOT FOUND   USPSQD
 OF1958
 OF1958                          STATION DESCRIPTION
 OF1958
 OF1958'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1958'IN TOWN OF BRIGHTON, SOUTHSIDE OF PENFIELD ROAD IN FRONT OF
 OF1958'HOUSE 673, AND OPPOSITE COMMODORE PARKWAY.
 OF1958'
 OF1958'1) 17.5 FEET WEST OF HYDRANT.
 OF1958'
 OF1958'2) 39.5 FEET WEST OF POLE 31RGE45.
 OF1958'
 OF1958'3) 07.6 FEET WEST OF EVERGREEN.
 OF1958'
 OF1958'4) 74.0 FEET FROM NORTHEAST CORNER OF HOUSE 673.
 OF1958'
 OF1958'STATION IS IRON PIN WITH CHISELED CROSS, FLUSH WITH GROUND.
 OF1958
 OF1958                          STATION RECOVERY (1995)
 OF1958
 OF1958'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1970 ***********************************************************************
 OF1970  DESIGNATION -  113 3 MCGS 1969
 OF1970  PID         -  OF1970
 OF1970  STATE/COUNTY-  NY/MONROE
 OF1970  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1970
 OF1970                         *CURRENT SURVEY CONTROL
 OF1970  ___________________________________________________________________
 OF1970* NAD 83(1996)-  43 08 08.79957(N)    077 30 53.65841(W)     ADJUSTED  
 OF1970* NAVD 88     -       123.9    (meters)     406.     (feet)  VERTCON   
 OF1970  ___________________________________________________________________
 OF1970  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OF1970  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF1970
 OF1970  HORZ ORDER  -  SECOND
 OF1970
 OF1970.The horizontal coordinates were established by classical geodetic methods
 OF1970.and adjusted by the National Geodetic Survey in January 1999..
 OF1970
 OF1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1970
 OF1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1970
 OF1970.The geoid height was determined by GEOID03.
 OF1970
 OF1970;                    North         East     Units Scale Factor Converg.
 OF1970;SPC NY W     -   348,807.344   436,923.498   MT  1.00003041   +0 43 50.0
 OF1970;SPC NY W     - 1,144,378.76  1,433,473.18   sFT  1.00003041   +0 43 50.0
 OF1970;UTM  18      - 4,778,963.096   295,461.790   MT  1.00011468   -1 43 12.4
 OF1970
 OF1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1970!SPC NY W     -   0.99998614  x   1.00003041  =   1.00001655
 OF1970!UTM  18      -   0.99998614  x   1.00011468  =   1.00010082
 OF1970
 OF1970:                Primary Azimuth Mark                     Grid Az
 OF1970:SPC NY W     -  113 4 NYGS 1970                          093 50 29.8
 OF1970:UTM  18      -  113 4 NYGS 1970                          096 17 32.2
 OF1970
 OF1970|---------------------------------------------------------------------|
 OF1970| PID    Reference Object                     Distance      Geod. Az  |
 OF1970|                                                           dddmmss.s |
 OF1970| OF1978 113 4 NYGS 1970                     APPROX. 0.5 KM 0943419.8 |
 OF1970|---------------------------------------------------------------------|
 OF1970
 OF1970                          SUPERSEDED SURVEY CONTROL
 OF1970
 OF1970  NAD 83(1986)-  43 08 08.80788(N)    077 30 53.65680(W) AD(       ) 2
 OF1970  NAD 27      -  43 08 08.58273(N)    077 30 54.66648(W) AD(       ) 2
 OF1970  NGVD 29 (07/19/86)  124.1    (m)          407.     (f) VERT ANG       
 OF1970
 OF1970.Superseded values are not recommended for survey control.
 OF1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1970.See file dsdata.txt to determine how the superseded data were derived.
 OF1970
 OF1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9546278963(NAD 83)
 OF1970_MARKER: DD = SURVEY DISK
 OF1970_SETTING: 0 = UNSPECIFIED SETTING
 OF1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1970
 OF1970  HISTORY     - Date     Condition        Report By
 OF1970  HISTORY     - 1970     MONUMENTED       NY-055
 OF1970  HISTORY     - 1977     GOOD             NY-055
 OF1970  HISTORY     - 19950508 GOOD             USPSQD
 OF1970
 OF1970                          STATION DESCRIPTION
 OF1970
 OF1970'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1970'IN PENFIELD, 112 FT WEST OF PENFIELD CRESCENT ROAD
 OF1970'CENTER LINE, 13 FT SOUTH OF CENTER LINE ON PENFIELD ROAD.
 OF1970'
 OF1970'81.1 FT WEST OF CENTER OF HYDRANT.
 OF1970'
 OF1970'28.4 FT NORTHWEST OF RG AND E POLE 59.
 OF1970'
 OF1970'26.0 FT NORTH FROM THE CENTER OF A 16 IN SPRUCE TREE.
 OF1970'
 OF1970'48.4 FT NORTHEAST FROM THE CENTER OF A 6 IN SYCAMORE.
 OF1970'
 OF1970'32.4 FT NORTHEAST OF YARD LITE.
 OF1970'
 OF1970'18.3 FT EAST OF EAST RANGE LINE OF HOUSE 999 EXTENDED.
 OF1970'
 OF1970'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1970'DISK STAMPED 113-3 IN TOP OF A CONCRETE POST, 0.5 FT BELOW GRADE.
 OF1970
 OF1970                          STATION RECOVERY (1977)
 OF1970
 OF1970'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1970'113-3 RECOVERED IN GOOD CONDITION.
 OF1970
 OF1970                          STATION RECOVERY (1995)
 OF1970
 OF1970'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1978 ***********************************************************************
 OF1978  DESIGNATION -  113 4 NYGS 1970
 OF1978  PID         -  OF1978
 OF1978  STATE/COUNTY-  NY/MONROE
 OF1978  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1978
 OF1978                         *CURRENT SURVEY CONTROL
 OF1978  ___________________________________________________________________
 OF1978* NAD 83(1996)-  43 08 07.39566(N)    077 30 29.69892(W)     ADJUSTED  
 OF1978* NAVD 88     -       122.4    (meters)     402.     (feet)  VERTCON   
 OF1978  ___________________________________________________________________
 OF1978  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 OF1978  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1978
 OF1978  HORZ ORDER  -  SECOND
 OF1978
 OF1978.The horizontal coordinates were established by classical geodetic methods
 OF1978.and adjusted by the National Geodetic Survey in January 1999..
 OF1978
 OF1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1978
 OF1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1978
 OF1978.The geoid height was determined by GEOID03.
 OF1978
 OF1978;                    North         East     Units Scale Factor Converg.
 OF1978;SPC NY W     -   348,770.948   437,465.518   MT  1.00003158   +0 44 06.4
 OF1978;SPC NY W     - 1,144,259.35  1,435,251.45   sFT  1.00003158   +0 44 06.4
 OF1978;UTM  18      - 4,778,903.552   296,001.803   MT  1.00011196   -1 42 56.0
 OF1978
 OF1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1978!SPC NY W     -   0.99998637  x   1.00003158  =   1.00001795
 OF1978!UTM  18      -   0.99998637  x   1.00011196  =   1.00009833
 OF1978
 OF1978:                Primary Azimuth Mark                     Grid Az
 OF1978:SPC NY W     -  113 5 MCGS 1969                          092 22 54.8
 OF1978:UTM  18      -  113 5 MCGS 1969                          094 49 57.2
 OF1978
 OF1978|---------------------------------------------------------------------|
 OF1978| PID    Reference Object                     Distance      Geod. Az  |
 OF1978|                                                           dddmmss.s |
 OF1978| OF1960 113 5 MCGS 1969                     436.962 METERS 0930701.2 |
 OF1978|---------------------------------------------------------------------|
 OF1978
 OF1978                          SUPERSEDED SURVEY CONTROL
 OF1978
 OF1978  NAD 83(1986)-  43 08 07.40399(N)    077 30 29.69728(W) AD(       ) 2
 OF1978  NAD 27      -  43 08 07.17867(N)    077 30 30.70787(W) AD(       ) 2
 OF1978  NGVD 29 (07/19/86)  122.6    (m)          402.     (f) VERT ANG       
 OF1978
 OF1978.Superseded values are not recommended for survey control.
 OF1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1978.See file dsdata.txt to determine how the superseded data were derived.
 OF1978
 OF1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9600278904(NAD 83)
 OF1978_MARKER: DS = TRIANGULATION STATION DISK
 OF1978_SETTING: 0 = UNSPECIFIED SETTING
 OF1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1978
 OF1978  HISTORY     - Date     Condition        Report By
 OF1978  HISTORY     - 1970     MONUMENTED       NYGS
 OF1978  HISTORY     - 1977     GOOD             NY-055
 OF1978  HISTORY     - 19950508 GOOD             USPSQD
 OF1978
 OF1978                          STATION DESCRIPTION
 OF1978
 OF1978'DESCRIBED BY NEW YORK GEODETIC SURVEY 1970 (JEG)
 OF1978'IN TOWN OF PENFIELD, NORTH OF PENFIELD ROAD IN FRONT OF
 OF1978'HOUSE 1060, 32 WEST OF CENTER LINE OF POPLAR DRIVE.  0.15 MI.
 OF1978'WEST OF WEST ROAD TO GRAVEL PIT.
 OF1978'
 OF1978'21.9 FT NORTH OF CENTERLINE OF HIGHWAY.
 OF1978'
 OF1978'7.0 FT WEST OF WEST RANGE LINE OF HOUSE 1060.
 OF1978'
 OF1978'56.2 FT NORTHEAST OF POLE RGE73.
 OF1978'
 OF1978'48.0 FT EAST OF 24 IN CONCRETE BOX CULVERT.
 OF1978'
 OF1978'66.0 FT FROM SOUTHWEST CORNER OF HOUSE 1060.
 OF1978'
 OF1978'75+ FT FROM SOUTHEAST CORNER OF HOUSE 1060.
 OF1978'
 OF1978'36.6 FT SOUTHWEST OF 2 IN MAPLE.
 OF1978'
 OF1978'4.2 FT SOUTH OF U.S. REFERENCE MARKER.
 OF1978'
 OF1978'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1978'STANDARD DISK IN CONCRETE POST STAMPED 113-4 SET 0.1 FOOT
 OF1978'BELOW GROUND.
 OF1978
 OF1978                          STATION RECOVERY (1977)
 OF1978
 OF1978'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1978'113-4 RECOVERED IN GOOD CONDITION.
 OF1978
 OF1978                          STATION RECOVERY (1995)
 OF1978
 OF1978'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1960 ***********************************************************************
 OF1960  DESIGNATION -  113 5 MCGS 1969
 OF1960  PID         -  OF1960
 OF1960  STATE/COUNTY-  NY/MONROE
 OF1960  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1960
 OF1960                         *CURRENT SURVEY CONTROL
 OF1960  ___________________________________________________________________
 OF1960* NAD 83(1996)-  43 08 06.62528(N)    077 30 10.39340(W)     ADJUSTED  
 OF1960* NAVD 88     -       119.9    (meters)     393.     (feet)  VERTCON   
 OF1960  ___________________________________________________________________
 OF1960  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OF1960  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1960
 OF1960  HORZ ORDER  -  SECOND
 OF1960
 OF1960.The horizontal coordinates were established by classical geodetic methods
 OF1960.and adjusted by the National Geodetic Survey in January 1999..
 OF1960
 OF1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1960
 OF1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1960
 OF1960.The geoid height was determined by GEOID03.
 OF1960
 OF1960;                    North         East     Units Scale Factor Converg.
 OF1960;SPC NY W     -   348,752.787   437,902.117   MT  1.00003252   +0 44 19.6
 OF1960;SPC NY W     - 1,144,199.77  1,436,683.86   sFT  1.00003252   +0 44 19.6
 OF1960;UTM  18      - 4,778,866.737   296,437.260   MT  1.00010978   -1 42 42.7
 OF1960
 OF1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1960!SPC NY W     -   0.99998676  x   1.00003252  =   1.00001928
 OF1960!UTM  18      -   0.99998676  x   1.00010978  =   1.00009654
 OF1960
 OF1960:                Primary Azimuth Mark                     Grid Az
 OF1960:SPC NY W     -  113 6 MCGS 1969                          093 47 46.9
 OF1960:UTM  18      -  113 6 MCGS 1969                          096 14 49.2
 OF1960
 OF1960|---------------------------------------------------------------------|
 OF1960| PID    Reference Object                     Distance      Geod. Az  |
 OF1960|                                                           dddmmss.s |
 OF1960| OF1590 113 6 MCGS 1969                     APPROX. 0.6 KM 0943206.5 |
 OF1960| OF1978 113 4 NYGS 1970                     436.962 METERS 2730714.4 |
 OF1960|---------------------------------------------------------------------|
 OF1960
 OF1960                          SUPERSEDED SURVEY CONTROL
 OF1960
 OF1960  NAD 83(1986)-  43 08 06.63363(N)    077 30 10.39173(W) AD(       ) 2
 OF1960  NAD 27      -  43 08 06.40817(N)    077 30 11.40308(W) AD(       ) 2
 OF1960  NGVD 29 (07/19/86)  120.1    (m)          394.     (f) VERT ANG       
 OF1960
 OF1960.Superseded values are not recommended for survey control.
 OF1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1960.See file dsdata.txt to determine how the superseded data were derived.
 OF1960
 OF1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9643778867(NAD 83)
 OF1960_MARKER: DD = SURVEY DISK
 OF1960_SETTING: 0 = UNSPECIFIED SETTING
 OF1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1960
 OF1960  HISTORY     - Date     Condition        Report By
 OF1960  HISTORY     - 1970     MONUMENTED       NY-055
 OF1960  HISTORY     - 1977     GOOD             NY-055
 OF1960  HISTORY     - 19950508 GOOD             USPSQD
 OF1960
 OF1960                          STATION DESCRIPTION
 OF1960
 OF1960'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1960'IN TOWN OF PENFIELD NORTH OF PENFIELD ROAD JUST WEST OF OSCAR
 OF1960'DE BREE HOUSE 1200.
 OF1960'
 OF1960'24 FT WEST OF WEST RANGELINE OF HOUSE 1200.
 OF1960'
 OF1960'12.9 FT NORTHEAST OF 0.4 FT DIAMETER OF OAK TREE.
 OF1960'
 OF1960'15.5 FT EAST OF 0.5 FT DIAMETER OF OAK TREE.
 OF1960'
 OF1960'6.4 FT SOUTH OF POLE RGE84B.
 OF1960'
 OF1960'STATION IS A MONROE COUNTY AND GEODETIC SURVEY STANDARD
 OF1960'BRONZE DISK IN CONCRETE POST STAMPED 113-5 BELOW GROUND.  IN
 OF1960'A CAST IRON FRAME AND COVER.
 OF1960
 OF1960                          STATION RECOVERY (1977)
 OF1960
 OF1960'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1960'113-5 RECOVERED IN GOOD CONDITION.
 OF1960
 OF1960                          STATION RECOVERY (1995)
 OF1960
 OF1960'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1590 ***********************************************************************
 OF1590  DESIGNATION -  113 6 MCGS 1969
 OF1590  PID         -  OF1590
 OF1590  STATE/COUNTY-  NY/MONROE
 OF1590  USGS QUAD   -  WEBSTER (1978)
 OF1590
 OF1590                         *CURRENT SURVEY CONTROL
 OF1590  ___________________________________________________________________
 OF1590* NAD 83(1996)-  43 08 05.01216(N)    077 29 42.64042(W)     ADJUSTED  
 OF1590* NAVD 88     -        81.4    (meters)     267.     (feet)  VERTCON   
 OF1590  ___________________________________________________________________
 OF1590  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 OF1590  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1590
 OF1590  HORZ ORDER  -  SECOND
 OF1590
 OF1590.The horizontal coordinates were established by classical geodetic methods
 OF1590.and adjusted by the National Geodetic Survey in January 1999..
 OF1590
 OF1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1590
 OF1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1590
 OF1590.The geoid height was determined by GEOID03.
 OF1590
 OF1590;                    North         East     Units Scale Factor Converg.
 OF1590;SPC NY W     -   348,711.126   438,529.964   MT  1.00003388   +0 44 38.5
 OF1590;SPC NY W     - 1,144,063.09  1,438,743.72   sFT  1.00003388   +0 44 38.5
 OF1590;UTM  18      - 4,778,798.262   297,062.799   MT  1.00010665   -1 42 23.7
 OF1590
 OF1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1590!SPC NY W     -   0.99999280  x   1.00003388  =   1.00002668
 OF1590!UTM  18      -   0.99999280  x   1.00010665  =   1.00009945
 OF1590
 OF1590|---------------------------------------------------------------------|
 OF1590| PID    Reference Object                     Distance      Geod. Az  |
 OF1590|                                                           dddmmss.s |
 OF1590| OF1600 113 6A MCGS 1969                    376.273 METERS 23811     |
 OF1590|---------------------------------------------------------------------|
 OF1590
 OF1590                          SUPERSEDED SURVEY CONTROL
 OF1590
 OF1590  NAD 83(1986)-  43 08 05.02055(N)    077 29 42.63874(W) AD(       ) 2
 OF1590  NAD 27      -  43 08 04.79489(N)    077 29 43.65113(W) AD(       ) 2
 OF1590  NGVD 29 (07/19/86)   81.6    (m)          268.     (f) VERT ANG       
 OF1590
 OF1590.Superseded values are not recommended for survey control.
 OF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1590.See file dsdata.txt to determine how the superseded data were derived.
 OF1590
 OF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9706378798(NAD 83)
 OF1590_MARKER: DD = SURVEY DISK
 OF1590_SETTING: 0 = UNSPECIFIED SETTING
 OF1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1590
 OF1590  HISTORY     - Date     Condition        Report By
 OF1590  HISTORY     - 1970     MONUMENTED       NY-055
 OF1590  HISTORY     - 1977     GOOD             NY-055
 OF1590  HISTORY     - 1988     GOOD             USPSQD
 OF1590
 OF1590                          STATION DESCRIPTION
 OF1590
 OF1590'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1590'IN TOWN OF PENFIELD, NORTHSIDE OF PENFIELD ROAD IN FRONT OF
 OF1590'PANORAMA GARDENS (A FRUIT STAND) EAST OF HOUSE 1610 AND WEST OF
 OF1590'AN ARCO GAS STATION.
 OF1590'
 OF1590'14.6 FT NORTHEAST OF POLE RG AND T93 RTC189.
 OF1590'
 OF1590'89.3 FT SOUTHEAST OF HOUSE 1610.
 OF1590'
 OF1590'50.1 FT SOUTH OF FRUIT STAND.
 OF1590'
 OF1590'34.2 FT SOUTHWEST POLE RGE C.
 OF1590'
 OF1590'STATION IS A MONROE COUNTY AND GEODETIC SURVEY STANDARD BRONZE
 OF1590'DISK IN CONCRETE POST STAMPED 113-6, 0.8 FT BELOW GROUND.
 OF1590
 OF1590                          STATION RECOVERY (1977)
 OF1590
 OF1590'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1590'113-6 RECOVERED IN GOOD CONDITION.
 OF1590
 OF1590                          STATION RECOVERY (1988)
 OF1590
 OF1590'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1600 ***********************************************************************
 OF1600  DESIGNATION -  113 6A MCGS 1969
 OF1600  PID         -  OF1600
 OF1600  STATE/COUNTY-  NY/MONROE
 OF1600  USGS QUAD   -  WEBSTER (1978)
 OF1600
 OF1600                         *CURRENT SURVEY CONTROL
 OF1600  ___________________________________________________________________
 OF1600* NAD 83(1996)-  43 07 58.58244(N)    077 29 56.78598(W)     ADJUSTED  
 OF1600* NAVD 88     -        82.4    (meters)     270.     (feet)  VERTCON   
 OF1600  ___________________________________________________________________
 OF1600  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OF1600  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF1600
 OF1600  HORZ ORDER  -  SECOND
 OF1600
 OF1600.The horizontal coordinates were established by classical geodetic methods
 OF1600.and adjusted by the National Geodetic Survey in January 1999..
 OF1600
 OF1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1600
 OF1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1600
 OF1600.The geoid height was determined by GEOID03.
 OF1600
 OF1600;                    North         East     Units Scale Factor Converg.
 OF1600;SPC NY W     -   348,508.572   438,212.848   MT  1.00003319   +0 44 28.8
 OF1600;SPC NY W     - 1,143,398.54  1,437,703.32   sFT  1.00003319   +0 44 28.8
 OF1600;UTM  18      - 4,778,609.439   296,737.288   MT  1.00010828   -1 42 33.1
 OF1600
 OF1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1600!SPC NY W     -   0.99999264  x   1.00003319  =   1.00002583
 OF1600!UTM  18      -   0.99999264  x   1.00010828  =   1.00010092
 OF1600
 OF1600                          SUPERSEDED SURVEY CONTROL
 OF1600
 OF1600  NAD 83(1986)-  43 07 58.59082(N)    077 29 56.78428(W) AD(       ) 2
 OF1600  NAD 27      -  43 07 58.36522(N)    077 29 57.79629(W) AD(       ) 2
 OF1600  NGVD 29 (07/19/86)   82.6    (m)          271.     (f) VERT ANG       
 OF1600
 OF1600.Superseded values are not recommended for survey control.
 OF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1600.See file dsdata.txt to determine how the superseded data were derived.
 OF1600
 OF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9673778609(NAD 83)
 OF1600_MARKER: DD = SURVEY DISK
 OF1600_SETTING: 0 = UNSPECIFIED SETTING
 OF1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1600
 OF1600  HISTORY     - Date     Condition        Report By
 OF1600  HISTORY     - 1970     MONUMENTED       NY-055
 OF1600  HISTORY     - 1977     GOOD             NY-055
 OF1600
 OF1600                          STATION DESCRIPTION
 OF1600
 OF1600'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1600'IN PENFIELD .22 OF A MILE SOUTH OF CENTER LINE OF PENFIELD ROAD,
 OF1600'INSIDE A METAL FENCE IN FRONT OF 2 CEMENT BLOCK PUMPHOUSES.
 OF1600'
 OF1600'35.18 FT SOUTHWEST OF WEST POST OF GATE DOOR.
 OF1600'
 OF1600'32.24 FT WEST OF NORTHWEST CORNER OF EASTERLY CEMENT
 OF1600'BLOCK PUMPHOUSE.
 OF1600'
 OF1600'18.86 FT NORTHWEST OF NORTHEAST CORNER OF WESTERLY
 OF1600'CEMENT BLOCK PUMPHOUSE.
 OF1600'
 OF1600'13.31 FT NORTHEAST OF NORTHWEST CORNER OF WESTERLY
 OF1600'CEMENT BLOCK PUMPHOUSE.  ITS FRONT IS 24.57 FT WIDE.
 OF1600'
 OF1600'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1600'DISK STAMPED 113-6A IN TOP OF A CONCRETE POST 1.0 FT BELOW GRADE.
 OF1600
 OF1600                          STATION RECOVERY (1977)
 OF1600
 OF1600'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1600'113-6A RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1596 ***********************************************************************
 OF1596  DESIGNATION -  113 7 MCGS 1970
 OF1596  PID         -  OF1596
 OF1596  STATE/COUNTY-  NY/MONROE
 OF1596  USGS QUAD   -  WEBSTER (1978)
 OF1596
 OF1596                         *CURRENT SURVEY CONTROL
 OF1596  ___________________________________________________________________
 OF1596* NAD 83(1996)-  43 07 49.63289(N)    077 29 15.16597(W)     ADJUSTED  
 OF1596* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 OF1596  ___________________________________________________________________
 OF1596  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OF1596  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF1596
 OF1596  HORZ ORDER  -  SECOND
 OF1596
 OF1596.The horizontal coordinates were established by classical geodetic methods
 OF1596.and adjusted by the National Geodetic Survey in January 1999..
 OF1596
 OF1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1596
 OF1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1596
 OF1596.The geoid height was determined by GEOID03.
 OF1596
 OF1596;                    North         East     Units Scale Factor Converg.
 OF1596;SPC NY W     -   348,244.640   439,157.081   MT  1.00003525   +0 44 57.1
 OF1596;SPC NY W     - 1,142,532.62  1,440,801.19   sFT  1.00003525   +0 44 57.1
 OF1596;UTM  18      - 4,778,305.355   297,669.440   MT  1.00010363   -1 42 04.4
 OF1596
 OF1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1596!SPC NY W     -   0.99999183  x   1.00003525  =   1.00002708
 OF1596!UTM  18      -   0.99999183  x   1.00010363  =   1.00009546
 OF1596
 OF1596|---------------------------------------------------------------------|
 OF1596| PID    Reference Object                     Distance      Geod. Az  |
 OF1596|                                                           dddmmss.s |
 OF1596| OF1588 113 8 MCGS 1970                     336.548 METERS 13003     |
 OF1596|---------------------------------------------------------------------|
 OF1596
 OF1596                          SUPERSEDED SURVEY CONTROL
 OF1596
 OF1596  NAD 83(1986)-  43 07 49.64130(N)    077 29 15.16424(W) AD(       ) 2
 OF1596  NAD 27      -  43 07 49.41534(N)    077 29 16.17785(W) AD(       ) 2
 OF1596  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 OF1596
 OF1596.Superseded values are not recommended for survey control.
 OF1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1596.See file dsdata.txt to determine how the superseded data were derived.
 OF1596
 OF1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9766978305(NAD 83)
 OF1596_MARKER: I = METAL ROD
 OF1596_SETTING: 0 = UNSPECIFIED SETTING
 OF1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1596
 OF1596  HISTORY     - Date     Condition        Report By
 OF1596  HISTORY     - 1970     MONUMENTED       NY-055
 OF1596  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OF1596
 OF1596                          STATION DESCRIPTION
 OF1596
 OF1596'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1596'IN PENFIELD, ON NORTH SIDE OF CENTER LINE OF PENFIELD ROAD,
 OF1596'0.1 OF A MILE EAST OF CENTER LINE OF PANORAMA TRAIL AND PENFIELD
 OF1596'ROAD INTERSECTION.
 OF1596'
 OF1596'IN FRONT OF GUARD RAIL STARTING ON EAST SIDE OF DRIVEWAY.
 OF1596'
 OF1596'18.2 FT SOUTHEAST OF MOST WESTERLY GUARD RAIL POST.
 OF1596'
 OF1596'25.1 FT SOUTHWEST OF SECOND POST GOING EAST OF MOST
 OF1596'WESTERLY GUARD RAIL POST.
 OF1596'
 OF1596'STATION IS AN IRON PIN WITH A CHISELED CROSS ON TOP, FLUSH
 OF1596'WITH THE GROUND.
 OF1596
 OF1596                          STATION RECOVERY (1988)
 OF1596
 OF1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1986 ***********************************************************************
 OF1986  DESIGNATION -  113 MCGS 1969
 OF1986  PID         -  OF1986
 OF1986  STATE/COUNTY-  NY/MONROE
 OF1986  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1986
 OF1986                         *CURRENT SURVEY CONTROL
 OF1986  ___________________________________________________________________
 OF1986* NAD 83(1996)-  43 08 14.93865(N)    077 32 22.45168(W)     ADJUSTED  
 OF1986* NAVD 88     -       142.13   (+/-2cm)     466.3    (feet)  VERTCON   
 OF1986  ___________________________________________________________________
 OF1986  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 OF1986  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF1986
 OF1986  HORZ ORDER  -  THIRD
 OF1986  VERT ORDER  -  THIRD ? (See Below)
 OF1986
 OF1986.The horizontal coordinates were established by classical geodetic methods
 OF1986.and adjusted by the National Geodetic Survey in January 1999..
 OF1986
 OF1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1986.The vertical order pertains to the NGVD 29 superseded value.
 OF1986
 OF1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1986
 OF1986.The geoid height was determined by GEOID03.
 OF1986
 OF1986;                    North         East     Units Scale Factor Converg.
 OF1986;SPC NY W     -   348,971.493   434,914.483   MT  1.00002617   +0 42 49.4
 OF1986;SPC NY W     - 1,144,917.31  1,426,881.93   sFT  1.00002617   +0 42 49.4
 OF1986;UTM  18      - 4,779,213.024   293,461.449   MT  1.00012479   -1 44 13.4
 OF1986
 OF1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1986!SPC NY W     -   0.99998328  x   1.00002617  =   1.00000945
 OF1986!UTM  18      -   0.99998328  x   1.00012479  =   1.00010807
 OF1986
 OF1986                          SUPERSEDED SURVEY CONTROL
 OF1986
 OF1986  NAD 83(1986)-  43 08 14.94686(N)    077 32 22.45018(W) AD(       ) 3
 OF1986  NAD 27      -  43 08 14.72216(N)    077 32 23.45636(W) AD(       ) 3
 OF1986  NGVD 29 (07/19/86)  142.32   (m)          466.9    (f) LEVELING    3  
 OF1986
 OF1986.Superseded values are not recommended for survey control.
 OF1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1986.See file dsdata.txt to determine how the superseded data were derived.
 OF1986
 OF1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9346179213(NAD 83)
 OF1986_MARKER: DD = SURVEY DISK
 OF1986_SETTING: 0 = UNSPECIFIED SETTING
 OF1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1986
 OF1986  HISTORY     - Date     Condition        Report By
 OF1986  HISTORY     - 1969     MONUMENTED       NY-055
 OF1986  HISTORY     - 1977     GOOD             NY-055
 OF1986  HISTORY     - 19950415 GOOD             USPSQD
 OF1986
 OF1986                          STATION DESCRIPTION
 OF1986
 OF1986'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (JEG)
 OF1986'IN BRIGHTON AT INTERSECTION OF EAST AVE.  AND PENFIELD,
 OF1986'SOUTH OF EAST AVE.  CENTER LINE.
 OF1986'
 OF1986'2.2 FT SOUTH OF SOUTH CURB ON EAST AVE.
 OF1986'
 OF1986'28.4 FT NORTHWEST OF M.H.
 OF1986'
 OF1986'56.9 FT NORTHWEST OF TRAFFIC LITE POLE.
 OF1986'
 OF1986'2.5 FT NORTH OF PENFIELD ROAD CENTER LINE, EXTENDED.
 OF1986'
 OF1986'14.1 SOUTHEAST OF SOUTH RANGE LINE OF EAST AVE. TOWERS APTS.
 OF1986'EXTENDED.
 OF1986'
 OF1986'8.9 FT SOUTH OF RGE POLE 34.
 OF1986'
 OF1986'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1986'DISK STAMPED 113 IN THE TOP OF A CONCRETE POST 0.7 BELOW
 OF1986'THE GRADE.
 OF1986
 OF1986                          STATION RECOVERY (1977)
 OF1986
 OF1986'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1986'113 RECOVERED IN GOOD CONDITION.
 OF1986
 OF1986                          STATION RECOVERY (1995)
 OF1986
 OF1986'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1650 ***********************************************************************
 OF1650  DESIGNATION -  1134 NYGS 1973
 OF1650  PID         -  OF1650
 OF1650  STATE/COUNTY-  NY/MONROE
 OF1650  USGS QUAD   -  NINEMILE POINT (1976)
 OF1650
 OF1650                         *CURRENT SURVEY CONTROL
 OF1650  ___________________________________________________________________
 OF1650* NAD 83(1996)-  43 16 09.00055(N)    077 22 33.37413(W)     ADJUSTED  
 OF1650* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 OF1650  ___________________________________________________________________
 OF1650  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OF1650  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1650
 OF1650  HORZ ORDER  -  THIRD
 OF1650
 OF1650.The horizontal coordinates were established by classical geodetic methods
 OF1650.and adjusted by the National Geodetic Survey in January 1999..
 OF1650.No horizontal observational check was made to the station.
 OF1650
 OF1650.The orthometric height was scaled from a topographic map.
 OF1650
 OF1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1650
 OF1650.The geoid height was determined by GEOID03.
 OF1650
 OF1650;                    North         East     Units Scale Factor Converg.
 OF1650;SPC NY W     -   363,779.270   448,015.727   MT  1.00005564   +0 49 39.5
 OF1650;SPC NY W     - 1,193,499.15  1,469,864.93   sFT  1.00005564   +0 49 39.5
 OF1650;SPC NY C     -   363,376.401   185,657.033   MT  0.99998841   -0 32 35.8
 OF1650;SPC NY C     - 1,192,177.41    609,109.78   sFT  0.99998841   -0 32 35.8
 OF1650;UTM  18      - 4,793,447.041   307,185.325   MT  1.00005735   -1 37 44.5
 OF1650
 OF1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1650!SPC NY W     -   0.99999075  x   1.00005564  =   1.00004639
 OF1650!SPC NY C     -   0.99999075  x   0.99998841  =   0.99997916
 OF1650!UTM  18      -   0.99999075  x   1.00005735  =   1.00004810
 OF1650
 OF1650                          SUPERSEDED SURVEY CONTROL
 OF1650
 OF1650  NAD 83(1986)-  43 16 09.00987(N)    077 22 33.37007(W) AD(       ) 3
 OF1650  NAD 27      -  43 16 08.78457(N)    077 22 34.39516(W) AD(       ) 3
 OF1650
 OF1650.Superseded values are not recommended for survey control.
 OF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1650.See file dsdata.txt to determine how the superseded data were derived.
 OF1650
 OF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0718593447(NAD 83)
 OF1650_MARKER: DD = SURVEY DISK
 OF1650_SETTING: 0 = UNSPECIFIED SETTING
 OF1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1650
 OF1650  HISTORY     - Date     Condition        Report By
 OF1650  HISTORY     - 1937     MONUMENTED       NYGS
 OF1650  HISTORY     - 1973     GOOD             NGS
 OF1650
 OF1650                          STATION DESCRIPTION
 OF1650
 OF1650'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF1650'IN ONTARIO, 26 FEET EAST OF CENTER LINE OF COUNTY LINE ROAD
 OF1650'(MONROE-WAYNE), 162 FEET SOUTH OF CENTER LINE OF LAKE ROAD,
 OF1650'OPPOSITE CUT-OFF ROAD, 84 FEET SOUTH OF 16-INCH ELM, 82.5 FEET
 OF1650'SOUTHWEST OF 22-INCH ELM (NORTHEAST TREE IN GROUP OF THREE ELMS
 OF1650'IN TRIANGULAR PLOT WEST OF COUNTY LINE AND NORTH OF CUT-OFF
 OF1650'ROAD), 64.5 FEET EAST OF INTERSECTION OF WEST RIGHT-OF-WAY FENCE
 OF1650'OF COUNTY LINE ROAD WITH SOUTH RIGHT-OF-WAY FENCE OF
 OF1650'CUT-OFF ROAD, 4.7 FEET SOUTH OF POLE 1, AND 3 FEET WEST OF
 OF1650'EAST RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND
 OF1650'STATE SURVEY STANDARD DISK IN CONCRETE AND 0.1 FOOT BELOW
 OF1650'GROUND.
 OF1650
 OF1650                          STATION RECOVERY (1973)
 OF1650
 OF1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OF1650'STATION MARK RECOVERED IN GOOD CONDITION BY ANGLE AND HEWETT-PACKARD
 OF1650'DISTANCE FROM TRAVERSE STA. 1135.  ORIGINAL DESCRIPTION
 OF1650'IS INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 OF1650'
 OF1650'STATION MARK IS A C AND GS AND SS DISK, STAMPED 1134, SET IN THE
 OF1650'TOP OF A 6-INCH-SQUARE, CONCRETE POST 2 INCHES BELOW GROUND LEVEL.
 OF1650'
 OF1650'167.5 FEET SOUTHEAST OF INTERSECTION OF CENTERLINES OF LAKE
 OF1650'RD. AND COUNTY LINE RD.
 OF1650'
 OF1650'29 FEET EAST OF CENTER LINE OF COUNTY LINE RD.
 OF1650'
 OF1650'75.8 FEET SOUTH OF A FIRE HYDRANT.
 OF1650'
 OF1650'101.3 FEET EAST-SOUTHEAST OF THE FIRST POWER LINE POLE IN LINE
 OF1650'RUNNING WEST FROM STATION.
 OF1650'
 OF1650'3.4 FEET WEST OF OLD HOG-WIRE FENCE IN BRUSH.
 OF1650'
 OF1650'52 FEET SOUTH OF JUNCTION OF CENTER LINES OF COUNTY LINE RD. AND
 OF1650'GRAVEL CUTOFF ROAD RUNNING WEST.
 OF1650'1.7 FEET SOUTH OF POWER POLE 1.
 OF1650'2.8 FEET NORTH OF A METAL WITNESS POST.
 OF1650'
 OF1650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1650'5 MILES NW OF WEBSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0280 ***********************************************************************
 NC0280  DESIGNATION -  113.47 BRPRR
 NC0280  PID         -  NC0280
 NC0280  STATE/COUNTY-  NY/CATTARAUGUS
 NC0280  USGS QUAD   -  LIMESTONE (1976)
 NC0280
 NC0280                         *CURRENT SURVEY CONTROL
 NC0280  ___________________________________________________________________
 NC0280* NAD 83(1986)-  42 05 01.     (N)    078 38 35.     (W)     SCALED    
 NC0280* NAVD 88     -       425.892  (meters)    1397.28   (feet)  ADJUSTED  
 NC0280  ___________________________________________________________________
 NC0280  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NC0280  DYNAMIC HT  -         425.725 (meters)    1396.73  (feet)  COMP
 NC0280  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 NC0280
 NC0280  VERT ORDER  -  FIRST     CLASS I
 NC0280
 NC0280.The horizontal coordinates were scaled from a topographic map and have
 NC0280.an estimated accuracy of +/- 6 seconds.
 NC0280
 NC0280.The orthometric height was determined by differential leveling
 NC0280.and adjusted by the National Geodetic Survey in June 1991..
 NC0280
 NC0280.The geoid height was determined by GEOID03.
 NC0280
 NC0280.The dynamic height is computed by dividing the NAVD 88
 NC0280.geopotential number by the normal gravity value computed on the
 NC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0280.degrees latitude (g = 980.6199 gals.).
 NC0280
 NC0280.The modeled gravity was interpolated from observed gravity values.
 NC0280
 NC0280;                    North         East    Units  Estimated Accuracy
 NC0280;SPC NY W     -   231,380.      345,060.      MT  (+/- 180 meters Scaled)
 NC0280
 NC0280                          SUPERSEDED SURVEY CONTROL
 NC0280
 NC0280  NGVD 29 (??/??/92)  426.048  (m)         1397.79   (f) ADJ UNCH    1 1
 NC0280
 NC0280.Superseded values are not recommended for survey control.
 NC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0280.See file dsdata.txt to determine how the superseded data were derived.
 NC0280
 NC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG949617(NAD 83)
 NC0280_MARKER: DD = SURVEY DISK
 NC0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0280_SP_SET: BRIDGE
 NC0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0280+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 NC0280
 NC0280  HISTORY     - Date     Condition        Report By
 NC0280  HISTORY     - UNK      MONUMENTED       BORR
 NC0280  HISTORY     - 1967     GOOD             NGS
 NC0280  HISTORY     - 20010608 GOOD             INDIV
 NC0280  HISTORY     - 20050419 GOOD             USPSQD
 NC0280
 NC0280                          STATION DESCRIPTION
 NC0280
 NC0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0280'4.2 MI N FROM LIMESTONE.
 NC0280'ABOUT 4.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0280'CROSSING OF LIMESTONE RUN ROAD AT LIMESTONE, 0.1 MILE NORTH OF THE
 NC0280'NORTH END OF THE BRIDGE OVER THE ALLEGHENY RIVER, SET ON THE TOP OF
 NC0280'THE EAST END OF A LONG CONCRETE RETAINING WALL FOR APPROACH TO BRIDGE
 NC0280'NO. 113.47, 8.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK AND ABOUT
 NC0280'LEVEL WITH THE TRACK.
 NC0280
 NC0280                          STATION RECOVERY (2001)
 NC0280
 NC0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MJT)
 NC0280'RECOVERED AS DESCRIBED
 NC0280
 NC0280                          STATION RECOVERY (2005)
 NC0280
 NC0280'RECOVERY NOTE BY US POWER SQUADRON 2005 (SFG)
 NC0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1651 ***********************************************************************
 OF1651  DESIGNATION -  1135 2 NYGS 1973
 OF1651  PID         -  OF1651
 OF1651  STATE/COUNTY-  NY/MONROE
 OF1651  USGS QUAD   -  NINEMILE POINT (1976)
 OF1651
 OF1651                         *CURRENT SURVEY CONTROL
 OF1651  ___________________________________________________________________
 OF1651* NAD 83(1996)-  43 15 49.39216(N)    077 22 33.82854(W)     ADJUSTED  
 OF1651* NAVD 88     -        94.88   (+/-2cm)     311.3    (feet)  VERTCON   
 OF1651  ___________________________________________________________________
 OF1651  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OF1651  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1651
 OF1651  HORZ ORDER  -  THIRD
 OF1651  VERT ORDER  -  THIRD ? (See Below)
 OF1651
 OF1651.The horizontal coordinates were established by classical geodetic methods
 OF1651.and adjusted by the National Geodetic Survey in January 1999..
 OF1651.No horizontal observational check was made to the station.
 OF1651
 OF1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1651.The vertical order pertains to the NGVD 29 superseded value.
 OF1651
 OF1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1651
 OF1651.The geoid height was determined by GEOID03.
 OF1651
 OF1651;                    North         East     Units Scale Factor Converg.
 OF1651;SPC NY W     -   363,174.026   448,014.220   MT  1.00005563   +0 49 38.9
 OF1651;SPC NY W     - 1,191,513.45  1,469,859.99   sFT  1.00005563   +0 49 38.9
 OF1651;SPC NY C     -   362,771.407   185,641.047   MT  0.99998843   -0 32 36.0
 OF1651;SPC NY C     - 1,190,192.52    609,057.34   sFT  0.99998843   -0 32 36.0
 OF1651;UTM  18      - 4,792,842.416   307,157.878   MT  1.00005748   -1 37 44.2
 OF1651
 OF1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1651!SPC NY W     -   0.99999074  x   1.00005563  =   1.00004636
 OF1651!SPC NY C     -   0.99999074  x   0.99998843  =   0.99997917
 OF1651!UTM  18      -   0.99999074  x   1.00005748  =   1.00004821
 OF1651
 OF1651:                Primary Azimuth Mark                     Grid Az
 OF1651:SPC NY W     -  1134 NYGS 1973                           000 08 33.7
 OF1651:SPC NY C     -  1134 NYGS 1973                           001 30 48.6
 OF1651:UTM  18      -  1134 NYGS 1973                           002 35 56.8
 OF1651
 OF1651|---------------------------------------------------------------------|
 OF1651| PID    Reference Object                     Distance      Geod. Az  |
 OF1651|                                                           dddmmss.s |
 OF1651| OF1650 1134 NYGS 1973                      APPROX. 0.6 KM 0005812.6 |
 OF1651| OF1647 1135 NYGS 1969                        3.712 METERS 11104     |
 OF1651| OF1648 1136 NYGS 1969                      APPROX. 0.6 KM 1775337.2 |
 OF1651|---------------------------------------------------------------------|
 OF1651
 OF1651                          SUPERSEDED SURVEY CONTROL
 OF1651
 OF1651  NAD 83(1986)-  43 15 49.40149(N)    077 22 33.82544(W) AD(       ) 3
 OF1651  NAD 27      -  43 15 49.17605(N)    077 22 34.85004(W) AD(       ) 3
 OF1651  NGVD 29 (07/19/86)   95.09   (m)          312.0    (f) LEVELING    3  
 OF1651
 OF1651.Superseded values are not recommended for survey control.
 OF1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1651.See file dsdata.txt to determine how the superseded data were derived.
 OF1651
 OF1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0715892842(NAD 83)
 OF1651_MARKER: DD = SURVEY DISK
 OF1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1651+STABILITY: SURFACE MOTION
 OF1651
 OF1651  HISTORY     - Date     Condition        Report By
 OF1651  HISTORY     - 1973     MONUMENTED       NGS
 OF1651
 OF1651                          STATION DESCRIPTION
 OF1651
 OF1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OF1651'STATION IS LOCATED ALONG WEST SIDE OF COUNTY LINE ROAD, JUST
 OF1651'SOUTH OF A WHITE BOARD FENCE, ABOUT ON ROAD RIGHT-OF-WAY LINE, AND
 OF1651'NEAR THE HOME OF MR. ROBERT COENE.
 OF1651'
 OF1651'TO REACH STATION FROM THE POST OFFICE IN WEBSTER, GO EAST ON
 OF1651'U.S. HIGHWAY 104 FOR 3.3 MILES TO CROSSROAD.  TURN LEFT AND GO
 OF1651'NORTH ON COUNTY LINE RD. FOR 2.75 MILES TO STATION ON LEFT.
 OF1651'
 OF1651'STATION MARK IS A STANDARD NGS STATION DISK, STAMPED 1135 2
 OF1651'C AND GS AND SS 1973, SET IN THE TOP OF A 10-INCH-DIAMETER,
 OF1651'CONCRETE MONUMENT 1 INCH BELOW GROUND LEVEL.  IT IS 29.2 FEET
 OF1651'WEST OF THE CENTER LINE OF COUNTY LINE ROAD, 8 FEET SOUTH OF
 OF1651'WHITE BOARD FENCE, 122 FEET SOUTH OF CENTER LINE OF MR. COENES
 OF1651'DRIVEWAY, AND 64 FEET SOUTHEAST OF THE SOUTH 1 OF 2 RED MAPLES
 OF1651'IN MR. COENES YARD.  UNDERGROUND MARK IS A STANDARD DISK STAMPED
 OF1651'1135 2 C AND GS AND SS 1973, SET IN CONCRETE 3 FEET BELOW
 OF1651'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1647 ***********************************************************************
 OF1647  DESIGNATION -  1135 NYGS 1969
 OF1647  PID         -  OF1647
 OF1647  STATE/COUNTY-  NY/MONROE
 OF1647  USGS QUAD   -  NINEMILE POINT (1976)
 OF1647
 OF1647                         *CURRENT SURVEY CONTROL
 OF1647  ___________________________________________________________________
 OF1647* NAD 83(1996)-  43 15 49.34891(N)    077 22 33.67494(W)     ADJUSTED  
 OF1647* NAVD 88     -        94.75   (+/-2cm)     310.9    (feet)  VERTCON   
 OF1647  ___________________________________________________________________
 OF1647  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OF1647  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1647
 OF1647  HORZ ORDER  -  SECOND
 OF1647  VERT ORDER  -  THIRD ? (See Below)
 OF1647
 OF1647.The horizontal coordinates were established by classical geodetic methods
 OF1647.and adjusted by the National Geodetic Survey in January 1999..
 OF1647
 OF1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1647.The vertical order pertains to the NGVD 29 superseded value.
 OF1647
 OF1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1647
 OF1647.The geoid height was determined by GEOID03.
 OF1647
 OF1647;                    North         East     Units Scale Factor Converg.
 OF1647;SPC NY W     -   363,172.741   448,017.703   MT  1.00005564   +0 49 39.0
 OF1647;SPC NY W     - 1,191,509.23  1,469,871.41   sFT  1.00005564   +0 49 39.0
 OF1647;SPC NY C     -   362,770.039   185,644.499   MT  0.99998843   -0 32 35.9
 OF1647;SPC NY C     - 1,190,188.04    609,068.66   sFT  0.99998843   -0 32 35.9
 OF1647;UTM  18      - 4,792,840.984   307,161.303   MT  1.00005746   -1 37 44.1
 OF1647
 OF1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1647!SPC NY W     -   0.99999076  x   1.00005564  =   1.00004639
 OF1647!SPC NY C     -   0.99999076  x   0.99998843  =   0.99997919
 OF1647!UTM  18      -   0.99999076  x   1.00005746  =   1.00004821
 OF1647
 OF1647:                Primary Azimuth Mark                     Grid Az
 OF1647:SPC NY W     -  1136 NYGS 1969                           177 22 10.2
 OF1647:SPC NY C     -  1136 NYGS 1969                           178 44 25.1
 OF1647:UTM  18      -  1136 NYGS 1969                           179 49 33.3
 OF1647
 OF1647|---------------------------------------------------------------------|
 OF1647| PID    Reference Object                     Distance      Geod. Az  |
 OF1647|                                                           dddmmss.s |
 OF1647| OF1648 1136 NYGS 1969                      APPROX. 0.6 KM 1781149.2 |
 OF1647| OF1651 1135 2 NYGS 1973                      3.712 METERS 29104     |
 OF1647|---------------------------------------------------------------------|
 OF1647
 OF1647                          SUPERSEDED SURVEY CONTROL
 OF1647
 OF1647  NAD 83(1986)-  43 15 49.35844(N)    077 22 33.67254(W) AD(       ) 2
 OF1647  NAD 27      -  43 15 49.13280(N)    077 22 34.69645(W) AD(       ) 2
 OF1647  NGVD 29 (07/19/86)   94.96   (m)          311.5    (f) LEVELING    3  
 OF1647
 OF1647.Superseded values are not recommended for survey control.
 OF1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1647.See file dsdata.txt to determine how the superseded data were derived.
 OF1647
 OF1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0716192841(NAD 83)
 OF1647_MARKER: DD = SURVEY DISK
 OF1647_SETTING: 0 = UNSPECIFIED SETTING
 OF1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1647
 OF1647  HISTORY     - Date     Condition        Report By
 OF1647  HISTORY     - 1937     MONUMENTED       NYGS
 OF1647  HISTORY     - 1969     GOOD             CGS
 OF1647  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OF1647  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1647  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1647
 OF1647                          STATION DESCRIPTION
 OF1647
 OF1647'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF1647'IN WEBSTER, 0.35 MILE SOUTH OF LAKE ROAD, 17 FEET WEST OF CENTER
 OF1647'LINE OF COUNTY LINE ROAD, 164 FEET SOUTH OF RANGE LINE OF
 OF1647'PROPERTY-LINE FENCE, 103 FEET NORTH OF NORTHWEST CORNER OF WEST
 OF1647'HEAD WALL OF CULVERT, 94 FEET SOUTH OF SOUTH RANGE LINE OF THE
 OF1647'FRANK P. CHAPMAN HOUSE, 63.5 FEET SOUTHWEST OF 16-INCH MAPLE,
 OF1647'56.5 FEET NORTHWEST OF 24-INCH MAPLE, 3.7 FEET SOUTH OF POLE 13,
 OF1647'AND 3.4 FEET EAST OF WEST RIGHT-OF-WAY FENCE.  STATION IS A
 OF1647'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND
 OF1647'0.2 FOOT ABOVE GROUND.
 OF1647
 OF1647                          STATION RECOVERY (1969)
 OF1647
 OF1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1647'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF1647'
 OF1647'IN WEBSTER, ALONG MONROE-WAYNE COUNTY LINE ROAD
 OF1647'
 OF1647'0.7 MILE NORTH OF STATION COENE - 2 1969
 OF1647'
 OF1647'0.35 MILE SOUTH OF LAKE ROAD
 OF1647'
 OF1647'17.1 FEET WEST OF CENTER LINE OF PAVEMENT
 OF1647'
 OF1647'10.0 FEET WEST OF WEST EDGE OF PAVEMENT
 OF1647'
 OF1647'78.0 FEET SOUTH OF SOUTH RANGE LINE OF ROBERT COENE HOUSE 193
 OF1647'
 OF1647'102.4 FEET NORTH OF NORTHWEST CORNER OF WEST HEADWALL OF 5 FOOT
 OF1647'BOX CULVERT
 OF1647'
 OF1647'108.5 FEET NORTHWEST OF NORTHEAST CORNER OF EAST HEADWALL.
 OF1647'
 OF1647'3.4 FEET NORTH OF U.S. REFERENCE MARKER
 OF1647'
 OF1647'3.1 FEET EAST OF WEST RIGHT-OF-WAY FENCE
 OF1647'
 OF1647'1.2 FEET SOUTHEAST OF POLE RG AND E 59 RTC 12
 OF1647'
 OF1647'12.7 FEET SOUTH, SOUTHEAST OF 8 X 8 INCH WOOD CORNER FENCE POST
 OF1647'
 OF1647'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1647'STANDARD DISK IN CONCRETE 3 INCHES ABOVE GROUND.
 OF1647
 OF1647                          STATION RECOVERY (1973)
 OF1647
 OF1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OF1647'STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT IS DUE TO BE
 OF1647'DESTROYED BY ROAD WIDENING BY THE WAYNE COUNTY HIGHWAY DEPARTMENT,
 OF1647'SO A NEW STATION WAS ESTABLISHED NEARBY.
 OF1647'
 OF1647'THE OLD STATION MARK WAS LEFT IN PLACE, SINCE THERE IS A
 OF1647'POSSIBILITY THAT IT MAY ONLY BE BURIED.
 OF1647'
 OF1647'FOR INFORMATION SEE DESCRIPTION FOR TRAVERSE STA. 1135 2 (C AND
 OF1647'GS AND SS).
 OF1647'
 OF1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1647'5 MILES NW OF WEBSTER.
 OF1647
 OF1647                          STATION RECOVERY (1977)
 OF1647
 OF1647'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1647'1135 DESTROYED IN RECONSTRUCTION OF MONROE-WAYNE COUNTY LINE RD.
 OF1647
 OF1647                          STATION RECOVERY (1994)
 OF1647
 OF1647'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1648 ***********************************************************************
 OF1648  DESIGNATION -  1136 NYGS 1969
 OF1648  PID         -  OF1648
 OF1648  STATE/COUNTY-  NY/MONROE
 OF1648  USGS QUAD   -  NINEMILE POINT (1976)
 OF1648
 OF1648                         *CURRENT SURVEY CONTROL
 OF1648  ___________________________________________________________________
 OF1648* NAD 83(1996)-  43 15 28.46821(N)    077 22 32.77562(W)     ADJUSTED  
 OF1648* NAVD 88     -       104.67   (+/-2cm)     343.4    (feet)  VERTCON   
 OF1648  ___________________________________________________________________
 OF1648  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 OF1648  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1648
 OF1648  HORZ ORDER  -  SECOND
 OF1648  VERT ORDER  -  THIRD ? (See Below)
 OF1648
 OF1648.The horizontal coordinates were established by classical geodetic methods
 OF1648.and adjusted by the National Geodetic Survey in January 1999..
 OF1648
 OF1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1648.The vertical order pertains to the NGVD 29 superseded value.
 OF1648
 OF1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1648
 OF1648.The geoid height was determined by GEOID03.
 OF1648
 OF1648;                    North         East     Units Scale Factor Converg.
 OF1648;SPC NY W     -   362,528.676   448,047.293   MT  1.00005571   +0 49 39.3
 OF1648;SPC NY W     - 1,189,396.16  1,469,968.49   sFT  1.00005571   +0 49 39.3
 OF1648;SPC NY C     -   362,125.495   185,658.672   MT  0.99998841   -0 32 35.0
 OF1648;SPC NY C     - 1,188,073.39    609,115.16   sFT  0.99998841   -0 32 35.0
 OF1648;UTM  18      - 4,792,196.242   307,163.263   MT  1.00005746   -1 37 42.9
 OF1648
 OF1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1648!SPC NY W     -   0.99998920  x   1.00005571  =   1.00004491
 OF1648!SPC NY C     -   0.99998920  x   0.99998841  =   0.99997761
 OF1648!UTM  18      -   0.99998920  x   1.00005746  =   1.00004666
 OF1648
 OF1648|---------------------------------------------------------------------|
 OF1648| PID    Reference Object                     Distance      Geod. Az  |
 OF1648|                                                           dddmmss.s |
 OF1648| OF1646 COENE 2                             361.080 METERS 18204     |
 OF1648| OF1647 1135 NYGS 1969                      APPROX. 0.6 KM 3581149.8 |
 OF1648|---------------------------------------------------------------------|
 OF1648
 OF1648                          SUPERSEDED SURVEY CONTROL
 OF1648
 OF1648  NAD 83(1986)-  43 15 28.47764(N)    077 22 32.77356(W) AD(       ) 2
 OF1648  NAD 27      -  43 15 28.25188(N)    077 22 33.79767(W) AD(       ) 2
 OF1648  NGVD 29 (07/19/86)  104.88   (m)          344.1    (f) LEVELING    3  
 OF1648
 OF1648.Superseded values are not recommended for survey control.
 OF1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1648.See file dsdata.txt to determine how the superseded data were derived.
 OF1648
 OF1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0716392196(NAD 83)
 OF1648_MARKER: DD = SURVEY DISK
 OF1648_SETTING: 0 = UNSPECIFIED SETTING
 OF1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1648
 OF1648  HISTORY     - Date     Condition        Report By
 OF1648  HISTORY     - 1937     MONUMENTED       NYGS
 OF1648  HISTORY     - 1942     GOOD             CGS
 OF1648  HISTORY     - 1969     GOOD             CGS
 OF1648  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OF1648  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1648  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1648
 OF1648                          STATION DESCRIPTION
 OF1648
 OF1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF1648'IN ONTARIO, 0.8 MILE SOUTH OF LAKE ROAD, 21 FEET EAST OF CENTER
 OF1648'LINE OF COUNTY LINE ROAD, 234 FEET SOUTHEAST OF 20-INCH MAPLE
 OF1648'WEST OF ROAD (YOUNG APPLE ORCHARDS EAST OF ROAD), 209.5 FEET
 OF1648'NORTH OF NORTHWEST CORNER OF WEST HEAD WALL OF CULVERT, 148 FEET
 OF1648'NORTH OF FARM STONE FENCE, 27 FEET SOUTH OF 20-INCH APPLE TREE,
 OF1648'AND 4 FEET WEST OF EAST RIGHT-OF-WAY FENCE AT NORTH GATEPOST.
 OF1648'STATION IS A U.S.C. AND G.S. AND STATION SURVEY STANDARD DISK IN
 OF1648'CONCRETE FLUSH WITH GROUND.
 OF1648
 OF1648                          STATION RECOVERY (1969)
 OF1648
 OF1648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1648'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF1648'
 OF1648'IN WEBSTER, ALONG COUNTY LINE ROAD
 OF1648'
 OF1648'0.3 MILE NORTH OF STATION COENE-2 1969
 OF1648'
 OF1648'0.8 MILE SOUTH OF LAKE ROAD
 OF1648'
 OF1648'20.5 FEET EAST OF CENTERLINE OF PAVEMENT
 OF1648'
 OF1648'4.0 FEET WEST OF NORTH WOOD GATE POST
 OF1648'
 OF1648'3.0 FEET WEST OF U.S. REFERENCE MARKER
 OF1648'
 OF1648'13.0 FEET EAST OF EAST EDGE OF PAVEMENT
 OF1648'
 OF1648'23.5 FEET SOUTH OF NORTH RANGELINE OF GARAGE CONNECTED TO
 OF1648'HOUSE NO. 279
 OF1648'
 OF1648'1.0 FEET SOUTH OF NORTH RANGELINE OF MAIN PORTION OF HOUSE NO. 279
 OF1648'
 OF1648'82.9 FEET NORTHEAST OF POLE RG AND E 49A
 OF1648'
 OF1648'64.5 FEET NORTHEAST OF 4-INCH MAPLE
 OF1648'
 OF1648'49.7 FEET EAST OF 6-INCH RED MAPLE
 OF1648'
 OF1648'53.6 FEET EAST OF YARD LIGHT
 OF1648'
 OF1648'57.9 FEET EAST SOUTHEAST OF 6-INCH HONEY LOCUST
 OF1648'
 OF1648'56.0 FEET SOUTHEAST OF 6-INCH PINE WHICH IS EASTERLY MOST OF A
 OF1648'ROW OF 6 INCH PINES ON NORTH SIDE OF HOUSE NO. 279.
 OF1648'
 OF1648'45.2 FEET NORTH OF POLE RG AND E 49, RTC 23
 OF1648'
 OF1648'STATION IS A USC AND GS AND SS STANDARD BRONZE DISK ON A CONCRETE
 OF1648'POST PROJECTING 3 INCHES.
 OF1648
 OF1648                          STATION RECOVERY (1973)
 OF1648
 OF1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OF1648'STATION MARK RECOVERED IN GOOD CONDITION, BUT WILL BE DESTROYED BY
 OF1648'ROAD WIDENING BY THE WAYNE COUNTY HIGHWAY DEPARTMENT.  THERE IS
 OF1648'NO ADEQUATE LOCATION TO MOVE THE STATION TO, SO IT WAS TIED
 OF1648'BOTH HORIZONTALLY AND VERTICALLY TO 3 REFERENCE POINTS, AND A
 OF1648'NEW MARK WILL BE SET AFTER THE ROAD WORK IS COMPLETED.
 OF1648'
 OF1648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1648'5 MILES NW OF WEBSTER.
 OF1648
 OF1648                          STATION RECOVERY (1977)
 OF1648
 OF1648'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1648'1136 DESTROYED IN RECONSTRUCTION OF MONROE-WAYNE COUNTY LINE ROAD.
 OF1648
 OF1648                          STATION RECOVERY (1994)
 OF1648
 OF1648'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1941 ***********************************************************************
 OF1941  DESIGNATION -  113A MCGS 1969
 OF1941  PID         -  OF1941
 OF1941  STATE/COUNTY-  NY/MONROE
 OF1941  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1941
 OF1941                         *CURRENT SURVEY CONTROL
 OF1941  ___________________________________________________________________
 OF1941* NAD 83(1996)-  43 08 23.19066(N)    077 32 33.05268(W)     ADJUSTED  
 OF1941* NAVD 88     -       141.0    (meters)     463.     (feet)  VERTCON   
 OF1941  ___________________________________________________________________
 OF1941  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 OF1941  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF1941
 OF1941  HORZ ORDER  -  SECOND
 OF1941
 OF1941.The horizontal coordinates were established by classical geodetic methods
 OF1941.and adjusted by the National Geodetic Survey in January 1999..
 OF1941
 OF1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1941
 OF1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1941
 OF1941.The geoid height was determined by GEOID03.
 OF1941
 OF1941;                    North         East     Units Scale Factor Converg.
 OF1941;SPC NY W     -   349,223.156   434,671.753   MT  1.00002566   +0 42 42.2
 OF1941;SPC NY W     - 1,145,742.97  1,426,085.58   sFT  1.00002566   +0 42 42.2
 OF1941;UTM  18      - 4,779,474.862   293,229.679   MT  1.00012597   -1 44 20.9
 OF1941
 OF1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1941!SPC NY W     -   0.99998346  x   1.00002566  =   1.00000912
 OF1941!UTM  18      -   0.99998346  x   1.00012597  =   1.00010943
 OF1941
 OF1941:                Primary Azimuth Mark                     Grid Az
 OF1941:SPC NY W     -  170 11 MCGS 1969                         000 36 25.3
 OF1941:UTM  18      -  170 11 MCGS 1969                         003 03 28.4
 OF1941
 OF1941|---------------------------------------------------------------------|
 OF1941| PID    Reference Object                     Distance      Geod. Az  |
 OF1941|                                                           dddmmss.s |
 OF1941| OF1908 170 11 MCGS 1969                    400.199 METERS 0011907.5 |
 OF1941| OF1985 113 MCGS 1969 ECC                   346.216 METERS 13659     |
 OF1941|---------------------------------------------------------------------|
 OF1941
 OF1941                          SUPERSEDED SURVEY CONTROL
 OF1941
 OF1941  NAD 83(1986)-  43 08 23.19887(N)    077 32 33.05122(W) AD(       ) 2
 OF1941  NAD 27      -  43 08 22.97422(N)    077 32 34.05693(W) AD(       ) 2
 OF1941  NGVD 29 (07/19/86)  141.2    (m)          463.     (f) VERT ANG       
 OF1941
 OF1941.Superseded values are not recommended for survey control.
 OF1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1941.See file dsdata.txt to determine how the superseded data were derived.
 OF1941
 OF1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9323079475(NAD 83)
 OF1941_MARKER: DD = SURVEY DISK
 OF1941_SETTING: 0 = UNSPECIFIED SETTING
 OF1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1941
 OF1941  HISTORY     - Date     Condition        Report By
 OF1941  HISTORY     - 1970     MONUMENTED       NY-055
 OF1941  HISTORY     - 1977     GOOD             NY-055
 OF1941  HISTORY     - 19950415 GOOD             USPSQD
 OF1941
 OF1941                          STATION DESCRIPTION
 OF1941
 OF1941'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1941'IN BRIGHTON AT INTERSECTION OF EAST AVE. AND COUNCIL ROCK AVE.
 OF1941'
 OF1941'11.7 FEET NORTH OF NORTH CURB.
 OF1941'
 OF1941'17.3 EAST OF EAST CURB LINE COUNCIL ROCK, PRODUCED.
 OF1941'
 OF1941'49.5 EAST OF M.H.
 OF1941'
 OF1941'86.6 FT EAST OF RG AND E POLE 180, 22.
 OF1941'
 OF1941'21.4 FT WEST OF RG AND E POLE 24A.
 OF1941'
 OF1941'33.8 FT SOUTH WEST OF BASE OF LOCUST TREE.
 OF1941'
 OF1941'91.8 FT SOUTH WEST OF NORTH WEST CORNER OF STONE-TOLAN
 OF1941'HOUSE.
 OF1941'
 OF1941'79.1 FT WEST OF SOUTH WEST CORNER OF STONE-TOLAN HOUSE.
 OF1941'
 OF1941'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1941'DISK STAMPED 113A IN TOP OF A CONCRETE POST 0.5 FEET BELOW GRADE.
 OF1941
 OF1941                          STATION RECOVERY (1977)
 OF1941
 OF1941'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1941'113 A RECOVERED IN GOOD CONDITION.
 OF1941
 OF1941                          STATION RECOVERY (1995)
 OF1941
 OF1941'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1243 ***********************************************************************
 PG1243  DESIGNATION -  114
 PG1243  PID         -  PG1243
 PG1243  STATE/COUNTY-  NY/CLINTON
 PG1243  USGS QUAD   -  
 PG1243
 PG1243                         *CURRENT SURVEY CONTROL
 PG1243  ___________________________________________________________________
 PG1243* NAD 83(1986)-  45 00 37.     (N)    073 22 16.     (W)     SCALED    
 PG1243* NAVD 88     -        34.691  (meters)     113.82   (feet)  ADJUSTED  
 PG1243  ___________________________________________________________________
 PG1243  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 PG1243  DYNAMIC HT  -          34.690 (meters)     113.81  (feet)  COMP
 PG1243  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 PG1243
 PG1243  VERT ORDER  -  FIRST     CLASS I
 PG1243
 PG1243.The horizontal coordinates were scaled from a topographic map and have
 PG1243.an estimated accuracy of +/- 6 seconds.
 PG1243
 PG1243.The orthometric height was determined by differential leveling
 PG1243.and adjusted by the National Geodetic Survey in June 1991..
 PG1243
 PG1243.The geoid height was determined by GEOID03.
 PG1243
 PG1243.The dynamic height is computed by dividing the NAVD 88
 PG1243.geopotential number by the normal gravity value computed on the
 PG1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1243.degrees latitude (g = 980.6199 gals.).
 PG1243
 PG1243.The modeled gravity was interpolated from observed gravity values.
 PG1243
 PG1243;                    North         East    Units  Estimated Accuracy
 PG1243;SPC NY E     -   686,640.      238,990.      MT  (+/- 180 meters Scaled)
 PG1243
 PG1243                          SUPERSEDED SURVEY CONTROL
 PG1243
 PG1243  NGVD 29 (??/??/??)   34.828  (m)          114.26   (f) ADJUSTED    1 1
 PG1243
 PG1243.Superseded values are not recommended for survey control.
 PG1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1243.See file dsdata.txt to determine how the superseded data were derived.
 PG1243
 PG1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ283853(NAD 83)
 PG1243_MARKER: DD = SURVEY DISK
 PG1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1243_SP_SET: BOUNDARY MONUMENT
 PG1243_STAMPING: 114
 PG1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1243
 PG1243  HISTORY     - Date     Condition        Report By
 PG1243  HISTORY     - UNK      MONUMENTED       GSC
 PG1243  HISTORY     - 1973     GOOD             NGS
 PG1243
 PG1243                          STATION DESCRIPTION
 PG1243
 PG1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1243'0.6 MI N FROM ROUSES POINT.
 PG1243'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 9B FROM THE U.S. CUSTOMS AND
 PG1243'IMMIGRATION BUILDING AT ROUSES POINT, AT AMERICAN-CANADIAN BORDER, AT
 PG1243'A POINT WHERE STATE HIGHWAY 9B CROSSES THE GRAND TRUNK RAILROAD, 93
 PG1243'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHWEST OF
 PG1243'THE NORTHWEST RAIL OF THE TRACK, 22 FEET SOUTH OF THE CENTER LINE OF A
 PG1243'GRAVEL ROAD, 37.4 FEET WEST OF BENCH MARK A 392 1973, ABOUT LEVEL WITH
 PG1243'THE ROAD AND SET IN THE TOP AND SOUTH SIDE OF BOUNDARY MONUMENT. ALSO
 PG1243'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 9B FROM THE POST OFFICE AT
 PG1243'ROUSES POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1540 ***********************************************************************
 LX1540  DESIGNATION -  114
 LX1540  PID         -  LX1540
 LX1540  STATE/COUNTY-  NY/DUTCHESS
 LX1540  USGS QUAD   -  AMENIA (1984)
 LX1540
 LX1540                         *CURRENT SURVEY CONTROL
 LX1540  ___________________________________________________________________
 LX1540* NAD 83(1986)-  41 45 42.     (N)    073 34 17.     (W)     SCALED    
 LX1540* NAVD 88     -       125.565  (meters)     411.96   (feet)  ADJUSTED  
 LX1540  ___________________________________________________________________
 LX1540  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX1540  DYNAMIC HT  -         125.520 (meters)     411.81  (feet)  COMP
 LX1540  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LX1540
 LX1540  VERT ORDER  -  FIRST     CLASS II
 LX1540
 LX1540.The horizontal coordinates were scaled from a topographic map and have
 LX1540.an estimated accuracy of +/- 6 seconds.
 LX1540
 LX1540.The orthometric height was determined by differential leveling
 LX1540.and adjusted by the National Geodetic Survey in June 1991..
 LX1540
 LX1540.The geoid height was determined by GEOID03.
 LX1540
 LX1540.The dynamic height is computed by dividing the NAVD 88
 LX1540.geopotential number by the normal gravity value computed on the
 LX1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1540.degrees latitude (g = 980.6199 gals.).
 LX1540
 LX1540.The modeled gravity was interpolated from observed gravity values.
 LX1540
 LX1540;                    North         East    Units  Estimated Accuracy
 LX1540;SPC NY E     -   325,550.      227,220.      MT  (+/- 180 meters Scaled)
 LX1540
 LX1540                          SUPERSEDED SURVEY CONTROL
 LX1540
 LX1540.No superseded survey control is available for this station.
 LX1540
 LX1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM187243(NAD 83)
 LX1540_MARKER: DD = SURVEY DISK
 LX1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1540_SP_SET: BRIDGE
 LX1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1540
 LX1540  HISTORY     - Date     Condition        Report By
 LX1540  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1540  HISTORY     - 1923     GOOD             NGS
 LX1540  HISTORY     - 1935     GOOD             LOCENG
 LX1540
 LX1540                          STATION DESCRIPTION
 LX1540
 LX1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX1540'1.5 MI N FROM DOVER PLAINS.
 LX1540'1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM DOVER
 LX1540'PLAINS, DUTCHESS COUNTY, ONE POLE NORTH OF MILEPOST NY 78, AT
 LX1540'90-FOOT PLATE GIRDER BRIDGE NO. H 114, ON THE TOP OF THE
 LX1540'RETAINING WALL, 6 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF
 LX1540'THE ANGLE WITH THE WINGWALL, AND 16 INCHES BELOW THE TOP OF THE
 LX1540'RAIL.  A CHISELED SQUARE.
 LX1540
 LX1540                          STATION RECOVERY (1935)
 LX1540
 LX1540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1935
 LX1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1956 ***********************************************************************
 PH1956  DESIGNATION -  114 SUB IBC
 PH1956  PID         -  PH1956
 PH1956  STATE/COUNTY-  NY/ST LAWRENCE
 PH1956  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1956
 PH1956                         *CURRENT SURVEY CONTROL
 PH1956  ___________________________________________________________________
 PH1956* NAD 83(1996)-  44 50 20.74802(N)    075 17 31.10671(W)     ADJUSTED  
 PH1956* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1956  ___________________________________________________________________
 PH1956  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 PH1956  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 PH1956
 PH1956  HORZ ORDER  -  THIRD
 PH1956
 PH1956.The horizontal coordinates were established by classical geodetic methods
 PH1956.and adjusted by the National Geodetic Survey in January 1999..
 PH1956
 PH1956.The orthometric height was scaled from a topographic map.
 PH1956
 PH1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1956
 PH1956.The geoid height was determined by GEOID03.
 PH1956
 PH1956;                    North         East     Units Scale Factor Converg.
 PH1956;SPC NY E     -   667,299.922    87,387.071   MT  0.99994819   -0 33 30.4
 PH1956;SPC NY E     - 2,189,299.83    286,702.42   sFT  0.99994819   -0 33 30.4
 PH1956;UTM  18      - 4,965,117.792   476,923.659   MT  0.99960655   -0 12 21.2
 PH1956
 PH1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1956!SPC NY E     -   0.99999307  x   0.99994819  =   0.99994126
 PH1956!UTM  18      -   0.99999307  x   0.99960655  =   0.99959963
 PH1956
 PH1956|---------------------------------------------------------------------|
 PH1956| PID    Reference Object                     Distance      Geod. Az  |
 PH1956|                                                           dddmmss.s |
 PH1956| PH1955 CHANNEL LIGHT 107 IBC               141.736 METERS 01640     |
 PH1956| PH1952 PINE TREE USLS                      APPROX. 2.2 KM 0261947.2 |
 PH1956| PH1950 CHANNEL LIGHT 106 IBC               APPROX. 2.2 KM 0354829.5 |
 PH1956| PH1960 CHANNEL LIGHT 110 IBC               APPROX. 1.4 KM 2592949.8 |
 PH1956| PH1965 IROQUOIS TANK IBC                   APPROX. 2.9 KM 2964013.9 |
 PH1956|---------------------------------------------------------------------|
 PH1956
 PH1956                          SUPERSEDED SURVEY CONTROL
 PH1956
 PH1956  NAD 83(1986)-  44 50 20.75497(N)    075 17 31.10899(W) AD(       ) 3
 PH1956  NAD 27      -  44 50 20.53500(N)    075 17 32.36000(W) AD(       ) 3
 PH1956
 PH1956.Superseded values are not recommended for survey control.
 PH1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1956.See file dsdata.txt to determine how the superseded data were derived.
 PH1956
 PH1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7692465118(NAD 83)
 PH1956_MARKER: DD = SURVEY DISK
 PH1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1956+STABILITY: SURFACE MOTION
 PH1956
 PH1956  HISTORY     - Date     Condition        Report By
 PH1956  HISTORY     - 1939     MONUMENTED       IBC
 PH1956  HISTORY     - 1959     GOOD             IBC
 PH1956
 PH1956                          STATION DESCRIPTION
 PH1956
 PH1956'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1956'IN AN OPEN FIELD ABOUT 1/2 MILE EAST OF IROQUOIS DAM.  IT IS ABOUT
 PH1956'4 FEET WEST OF THE REMAINS OF AN OLD FENCE - LINE, SLIGHTLY VISIBLE IN
 PH1956'PLACES, ESPECIALLY NEAR THE WATER, AND WHICH RUNS TO A BREAK IN THE
 PH1956'WOODS NEAR THE OLD ROAD.  THE STATION IS ABOUT HALFWAY FROM THE WOODS
 PH1956'NEAR THE ROAD TO THE WATER, AND ABOUT 25 FEET NORTH OF THE LINE
 PH1956'THROUGH THE UNITED STATES END OF THE DAM AND A LARGE ELM IN THE FIELD
 PH1956'WEST OF THE STATION.  CHANNEL LIGHT 107 IS OFF THE POINT NORTHEASTERLY
 PH1956'OF THE STATION.
 PH1956'
 PH1956'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1956'BRONZE - DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND, IN THE
 PH1956'TOP OF A 10 - INCH CYLINDER OF CONCRETE 24 INCHES IN LENGTH.  THE
 PH1956'SUBSURFACE MARK IS A BRASS SCREW SET IN THE TOP OF A 10 - INCH
 PH1956'CYLINDER OF CONCRETE 12 INCHES IN LENGTH AND 24 INCHES UNDERGROUND.
 PH1956'REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW POINTING TOWARDS THE
 PH1956'STATION CUT IN A BLACK BOULDER SHOWING 2 BY 2 FEET OF SURFACE NEARLY
 PH1956'FLUSH WITH THE GROUND IN THE PASTURE 20 FEET WEST OF THE OLD
 PH1956'FENCE - LINE.  REFERENCE MARK 2 IS A DRILL HOLE AND AN ARROW POINTING
 PH1956'TOWARDS THE STATION CUT IN A SLOPING FLAT ROCK WITH A SURFACE ABOUT
 PH1956'3 BY 3 FEET.
 PH1956
 PH1956                          STATION RECOVERY (1959)
 PH1956
 PH1956'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1956'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1120 ***********************************************************************
 NB1120  DESIGNATION -  1143
 NB1120  PID         -  NB1120
 NB1120  STATE/COUNTY-  NY/STEUBEN
 NB1120  USGS QUAD   -  BATH (1978)
 NB1120
 NB1120                         *CURRENT SURVEY CONTROL
 NB1120  ___________________________________________________________________
 NB1120* NAD 83(1986)-  42 22 16.     (N)    077 21 56.     (W)     SCALED    
 NB1120* NAVD 88     -       348.121  (meters)    1142.13   (feet)  ADJUSTED  
 NB1120  ___________________________________________________________________
 NB1120  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 NB1120  DYNAMIC HT  -         347.997 (meters)    1141.72  (feet)  COMP
 NB1120  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 NB1120
 NB1120  VERT ORDER  -  SECOND    CLASS 0
 NB1120
 NB1120.The horizontal coordinates were scaled from a topographic map and have
 NB1120.an estimated accuracy of +/- 6 seconds.
 NB1120
 NB1120.The orthometric height was determined by differential leveling
 NB1120.and adjusted by the National Geodetic Survey in June 1991..
 NB1120
 NB1120.The geoid height was determined by GEOID03.
 NB1120
 NB1120.The dynamic height is computed by dividing the NAVD 88
 NB1120.geopotential number by the normal gravity value computed on the
 NB1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1120.degrees latitude (g = 980.6199 gals.).
 NB1120
 NB1120.The modeled gravity was interpolated from observed gravity values.
 NB1120
 NB1120;                    North         East    Units  Estimated Accuracy
 NB1120;SPC NY C     -   263,610.      185,570.      MT  (+/- 180 meters Scaled)
 NB1120
 NB1120                          SUPERSEDED SURVEY CONTROL
 NB1120
 NB1120  NGVD 29 (??/??/92)  348.247  (m)         1142.54   (f) ADJ UNCH    2 0
 NB1120
 NB1120.Superseded values are not recommended for survey control.
 NB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1120.See file dsdata.txt to determine how the superseded data were derived.
 NB1120
 NB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM052936(NAD 83)
 NB1120_MARKER: DD = SURVEY DISK
 NB1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1120_SP_SET: STONE
 NB1120_STAMPING: 1143--1908 NEW YORK
 NB1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1120+STABILITY: SURFACE MOTION
 NB1120
 NB1120  HISTORY     - Date     Condition        Report By
 NB1120  HISTORY     - 1908     MONUMENTED       USGS
 NB1120  HISTORY     - 1935     GOOD             NGS
 NB1120  HISTORY     - 1957     GOOD             LOCENG
 NB1120  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB1120  HISTORY     - 19941104 GOOD             USPSQD
 NB1120  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 NB1120
 NB1120                          STATION DESCRIPTION
 NB1120
 NB1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1120'AT KANONA.
 NB1120'IS LOCATED IN THE STONE FOUNDATION OF THE WEST SIDE OF NORTHWEST
 NB1120'CORNER OF STEEPLE OF THE METHODIST CHURCH. TABLET SET VERTICALLY.
 NB1120
 NB1120                          STATION RECOVERY (1957)
 NB1120
 NB1120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB1120'RECOVERED IN GOOD CONDITION.
 NB1120
 NB1120                          STATION RECOVERY (1988)
 NB1120
 NB1120'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1120'MARK NOT FOUND.
 NB1120
 NB1120                          STATION RECOVERY (1994)
 NB1120
 NB1120'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1120'RECOVERED IN GOOD CONDITION.
 NB1120
 NB1120                          STATION RECOVERY (1997)
 NB1120
 NB1120'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0442 ***********************************************************************
 OE0442  DESIGNATION -  1144
 OE0442  PID         -  OE0442
 OE0442  STATE/COUNTY-  NY/FULTON
 OE0442  USGS QUAD   -  LASSELLSVILLE (1945)
 OE0442
 OE0442                         *CURRENT SURVEY CONTROL
 OE0442  ___________________________________________________________________
 OE0442* NAD 83(1986)-  43 03 29.     (N)    074 30 16.     (W)     SCALED    
 OE0442* NAVD 88     -       318.512  (meters)    1044.98   (feet)  ADJUSTED  
 OE0442  ___________________________________________________________________
 OE0442  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OE0442  DYNAMIC HT  -         318.421 (meters)    1044.69  (feet)  COMP
 OE0442  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 OE0442
 OE0442  VERT ORDER  -  SECOND    CLASS 0
 OE0442
 OE0442.The horizontal coordinates were scaled from a topographic map and have
 OE0442.an estimated accuracy of +/- 6 seconds.
 OE0442
 OE0442.The orthometric height was determined by differential leveling
 OE0442.and adjusted by the National Geodetic Survey in June 1991..
 OE0442
 OE0442.The geoid height was determined by GEOID03.
 OE0442
 OE0442.The dynamic height is computed by dividing the NAVD 88
 OE0442.geopotential number by the normal gravity value computed on the
 OE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0442.degrees latitude (g = 980.6199 gals.).
 OE0442
 OE0442.The modeled gravity was interpolated from observed gravity values.
 OE0442
 OE0442;                    North         East    Units  Estimated Accuracy
 OE0442;SPC NY E     -   469,120.      149,640.      MT  (+/- 180 meters Scaled)
 OE0442
 OE0442                          SUPERSEDED SURVEY CONTROL
 OE0442
 OE0442  NGVD 29 (??/??/92)  318.660  (m)         1045.47   (f) ADJ UNCH    2 0
 OE0442
 OE0442.Superseded values are not recommended for survey control.
 OE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0442.See file dsdata.txt to determine how the superseded data were derived.
 OE0442
 OE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN403673(NAD 83)
 OE0442_MARKER: DD = SURVEY DISK
 OE0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0442_SP_SET: WALL
 OE0442_STAMPING: 1144 ALBANY
 OE0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0442
 OE0442  HISTORY     - Date     Condition        Report By
 OE0442  HISTORY     - UNK      MONUMENTED       USGS
 OE0442  HISTORY     - 1942     GOOD             NGS
 OE0442  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 OE0442
 OE0442                          STATION DESCRIPTION
 OE0442
 OE0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0442'IN ROCKWOOD.
 OE0442'ABOUT 100 YARDS WEST OF THE ROCKWOOD HOTEL IN ROCKWOOD, AT THE MILFORD
 OE0442'MOSHER FRAME HOUSE.  A U.S.G.S. DISK, SET VERTICALLY, IN THE STONE
 OE0442'FOUNDATION WALL, AT THE SOUTHEAST CORNER, AND 1.5 FEET ABOVE THE
 OE0442'GROUND.
 OE0442
 OE0442                          STATION RECOVERY (2005)
 OE0442
 OE0442'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWK)
 OE0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1369 ***********************************************************************
 NA1369  DESIGNATION -  1144
 NA1369  PID         -  NA1369
 NA1369  STATE/COUNTY-  NY/OTSEGO
 NA1369  USGS QUAD   -  ONEONTA (1982)
 NA1369
 NA1369                         *CURRENT SURVEY CONTROL
 NA1369  ___________________________________________________________________
 NA1369* NAD 83(1986)-  42 28 20.     (N)    075 07 04.     (W)     SCALED    
 NA1369* NAVD 88     -       348.614  (meters)    1143.74   (feet)  ADJUSTED  
 NA1369  ___________________________________________________________________
 NA1369  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 NA1369  DYNAMIC HT  -         348.493 (meters)    1143.35  (feet)  COMP
 NA1369  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 NA1369
 NA1369  VERT ORDER  -  SECOND    CLASS 0
 NA1369
 NA1369.The horizontal coordinates were scaled from a topographic map and have
 NA1369.an estimated accuracy of +/- 6 seconds.
 NA1369
 NA1369.The orthometric height was determined by differential leveling
 NA1369.and adjusted by the National Geodetic Survey in June 1991..
 NA1369
 NA1369.The geoid height was determined by GEOID03.
 NA1369
 NA1369.The dynamic height is computed by dividing the NAVD 88
 NA1369.geopotential number by the normal gravity value computed on the
 NA1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1369.degrees latitude (g = 980.6199 gals.).
 NA1369
 NA1369.The modeled gravity was interpolated from observed gravity values.
 NA1369
 NA1369;                    North         East    Units  Estimated Accuracy
 NA1369;SPC NY E     -   404,230.       99,200.      MT  (+/- 180 meters Scaled)
 NA1369
 NA1369                          SUPERSEDED SURVEY CONTROL
 NA1369
 NA1369  NGVD 29 (??/??/92)  348.737  (m)         1144.15   (f) ADJ UNCH    2 0
 NA1369
 NA1369.Superseded values are not recommended for survey control.
 NA1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1369.See file dsdata.txt to determine how the superseded data were derived.
 NA1369
 NA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN903022(NAD 83)
 NA1369_MARKER: DD = SURVEY DISK
 NA1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1369_SP_SET: STEP
 NA1369_STAMPING: 1144
 NA1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1369
 NA1369  HISTORY     - Date     Condition        Report By
 NA1369  HISTORY     - UNK      MONUMENTED       USGS
 NA1369  HISTORY     - 1942     GOOD             NGS
 NA1369
 NA1369                          STATION DESCRIPTION
 NA1369
 NA1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1369'AT WEST ONEONTA.
 NA1369'AT M. C. VANBURENS ARROWHEAD STORE IN WEST ONEONTA.  A U.S.G.S. DISK,
 NA1369'SET IN THE TOP OF THE SECOND STEP DOWN FROM THE TOP OF SOME OLD
 NA1369'CONCRETE STEPS TO AN OLD ABANDONED BASEMENT OF THE STORE, 3.2 FEET
 NA1369'SOUTHWEST OF THE SOUTHEAST CORNER OF THE STORE, AND 1.5 FEET BELOW THE
 NA1369'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0873 ***********************************************************************
 LY0873  DESIGNATION -  1144
 LY0873  PID         -  LY0873
 LY0873  STATE/COUNTY-  NY/SULLIVAN
 LY0873  USGS QUAD   -  WOODRIDGE (1982)
 LY0873
 LY0873                         *CURRENT SURVEY CONTROL
 LY0873  ___________________________________________________________________
 LY0873* NAD 83(1986)-  41 42 33.     (N)    074 34 21.     (W)     SCALED    
 LY0873* NAVD 88     -       349.418  (meters)    1146.38   (feet)  ADJUSTED  
 LY0873  ___________________________________________________________________
 LY0873  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LY0873  DYNAMIC HT  -         349.274 (meters)    1145.91  (feet)  COMP
 LY0873  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 LY0873
 LY0873  VERT ORDER  -  SECOND    CLASS 0
 LY0873
 LY0873.The horizontal coordinates were scaled from a topographic map and have
 LY0873.an estimated accuracy of +/- 6 seconds.
 LY0873
 LY0873.The orthometric height was determined by differential leveling
 LY0873.and adjusted by the National Geodetic Survey in June 1991..
 LY0873
 LY0873.The geoid height was determined by GEOID03.
 LY0873
 LY0873.The dynamic height is computed by dividing the NAVD 88
 LY0873.geopotential number by the normal gravity value computed on the
 LY0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0873.degrees latitude (g = 980.6199 gals.).
 LY0873
 LY0873.The modeled gravity was interpolated from observed gravity values.
 LY0873
 LY0873;                    North         East    Units  Estimated Accuracy
 LY0873;SPC NY E     -   319,300.      143,970.      MT  (+/- 180 meters Scaled)
 LY0873
 LY0873                          SUPERSEDED SURVEY CONTROL
 LY0873
 LY0873  NGVD 29 (??/??/92)  349.607  (m)         1147.00   (f) ADJ UNCH    2 0
 LY0873
 LY0873.Superseded values are not recommended for survey control.
 LY0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0873.See file dsdata.txt to determine how the superseded data were derived.
 LY0873
 LY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM355175(NAD 83)
 LY0873_MARKER: DD = SURVEY DISK
 LY0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0873_SP_SET: RETAINING WALL
 LY0873_STAMPING: 1144 ADJ 1903
 LY0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0873
 LY0873  HISTORY     - Date     Condition        Report By
 LY0873  HISTORY     - 1903     MONUMENTED       USGS
 LY0873  HISTORY     - 1935     GOOD             NGS
 LY0873
 LY0873                          STATION DESCRIPTION
 LY0873
 LY0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0873'AT WOODRIDGE.
 LY0873'AT WOODRIDGE, SULLIVAN COUNTY, AT THE NEW YORK, ONTARIO AND
 LY0873'WESTERN RAILWAY STATION, IN THE TOP OF THE RETAINING WALL
 LY0873'OPPOSITE THE STATION, 40 FEET WEST OF THE CENTER LINE OF THE
 LY0873'SOUTH-BOUND TRACK, AND 4 FEET HIGHER THAN THE TRACK.  A UNITED
 LY0873'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1144 ADJ. 1903
 LY0873'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0203 ***********************************************************************
 PH0203  DESIGNATION -  1149
 PH0203  PID         -  PH0203
 PH0203  STATE/COUNTY-  NY/FRANKLIN
 PH0203  USGS QUAD   -  
 PH0203
 PH0203                         *CURRENT SURVEY CONTROL
 PH0203  ___________________________________________________________________
 PH0203* NAD 83(1986)-  44 15 12.     (N)    074 27 26.     (W)     SCALED    
 PH0203* NAVD 88     -       475.464  (meters)    1559.92   (feet)  ADJUSTED  
 PH0203  ___________________________________________________________________
 PH0203  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 PH0203  DYNAMIC HT  -         475.376 (meters)    1559.63  (feet)  COMP
 PH0203  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 PH0203
 PH0203  VERT ORDER  -  FIRST     CLASS II
 PH0203
 PH0203.The horizontal coordinates were scaled from a topographic map and have
 PH0203.an estimated accuracy of +/- 6 seconds.
 PH0203
 PH0203.The orthometric height was determined by differential leveling
 PH0203.and adjusted by the National Geodetic Survey in June 1991..
 PH0203
 PH0203.The geoid height was determined by GEOID03.
 PH0203
 PH0203.The dynamic height is computed by dividing the NAVD 88
 PH0203.geopotential number by the normal gravity value computed on the
 PH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0203.degrees latitude (g = 980.6199 gals.).
 PH0203
 PH0203.The modeled gravity was interpolated from observed gravity values.
 PH0203
 PH0203;                    North         East    Units  Estimated Accuracy
 PH0203;SPC NY E     -   601,910.      153,420.      MT  (+/- 180 meters Scaled)
 PH0203
 PH0203                          SUPERSEDED SURVEY CONTROL
 PH0203
 PH0203  NGVD 29 (??/??/92)  475.521  (m)         1560.11   (f) ADJ UNCH    1 2
 PH0203
 PH0203.Superseded values are not recommended for survey control.
 PH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0203.See file dsdata.txt to determine how the superseded data were derived.
 PH0203
 PH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ433001(NAD 83)
 PH0203_MARKER: Z = SEE DESCRIPTION
 PH0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0203_SP_SET: CULVERT
 PH0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0203
 PH0203  HISTORY     - Date     Condition        Report By
 PH0203  HISTORY     - UNK      MONUMENTED       NYCRR
 PH0203  HISTORY     - 1931     GOOD             NGS
 PH0203
 PH0203                          STATION DESCRIPTION
 PH0203
 PH0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0203'1.3 MI N FROM TUPPER LAKE JUNCTION.
 PH0203'EAST END OF NORTH IRON PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0900 ***********************************************************************
 OF0900  DESIGNATION -  1149
 OF0900  PID         -  OF0900
 OF0900  STATE/COUNTY-  NY/MONROE
 OF0900  USGS QUAD   -  ONTARIO (1978)
 OF0900
 OF0900                         *CURRENT SURVEY CONTROL
 OF0900  ___________________________________________________________________
 OF0900* NAD 83(1986)-  43 07 51.     (N)    077 22 26.     (W)     SCALED    
 OF0900* NAVD 88     -       153.618  (meters)     504.00   (feet)  ADJUSTED  
 OF0900  ___________________________________________________________________
 OF0900  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF0900  DYNAMIC HT  -         153.579 (meters)     503.87  (feet)  COMP
 OF0900  MODELED GRAV-     980,366.9   (mgal)                       NAVD 88
 OF0900
 OF0900  VERT ORDER  -  SECOND    CLASS 0
 OF0900
 OF0900.The horizontal coordinates were scaled from a topographic map and have
 OF0900.an estimated accuracy of +/- 6 seconds.
 OF0900
 OF0900.The orthometric height was determined by differential leveling
 OF0900.and adjusted by the National Geodetic Survey in June 1991..
 OF0900
 OF0900.The geoid height was determined by GEOID03.
 OF0900
 OF0900.The dynamic height is computed by dividing the NAVD 88
 OF0900.geopotential number by the normal gravity value computed on the
 OF0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0900.degrees latitude (g = 980.6199 gals.).
 OF0900
 OF0900.The modeled gravity was interpolated from observed gravity values.
 OF0900
 OF0900;                    North         East    Units  Estimated Accuracy
 OF0900;SPC NY W     -   348,410.      448,400.      MT  (+/- 180 meters Scaled)
 OF0900
 OF0900                          SUPERSEDED SURVEY CONTROL
 OF0900
 OF0900  NGVD 29 (??/??/92)  153.802  (m)          504.60   (f) ADJ UNCH    2 0
 OF0900
 OF0900.Superseded values are not recommended for survey control.
 OF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0900.See file dsdata.txt to determine how the superseded data were derived.
 OF0900
 OF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN069780(NAD 83)
 OF0900_MARKER: DB = BENCH MARK DISK
 OF0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0900+STABILITY: SURFACE MOTION
 OF0900
 OF0900  HISTORY     - Date     Condition        Report By
 OF0900  HISTORY     - UNK      MONUMENTED       NYGS
 OF0900  HISTORY     - 1942     GOOD             NGS
 OF0900
 OF0900                          STATION DESCRIPTION
 OF0900
 OF0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0900'2.1 MI SW FROM WEST WALWORTH.
 OF0900'TO REACH FROM THE GRADE SCHOOL AT WEST WALWORTH-- PROCEED 0.9
 OF0900'MILES SOUTH ALONG PAVED ROAD TO INTERSECTION OF STATE HIGHWAY NO.
 OF0900'33. THENCE, GO 1.2 MILES WESTERLY ALONG STATE HIGHWAY NO. 33 TO
 OF0900'THE SITE OF THE BENCH MARK.
 OF0900'(BENCH MARK IS ABOUT 1.6 MILES EAST OF EAST PENFIELD)
 OF0900'BENCH MARK IS ABOUT 110.0 FEET WEST OF THE MONROE-WAYNE COUNTY
 OF0900'LINE, 30.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 33
 OF0900'AND 5.0 FEET SOUTH OF U.S. MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1592 ***********************************************************************
 NA1592  DESIGNATION -  1149 A
 NA1592  PID         -  NA1592
 NA1592  STATE/COUNTY-  NY/MADISON
 NA1592  USGS QUAD   -  MUNNSVILLE (1943)
 NA1592
 NA1592                         *CURRENT SURVEY CONTROL
 NA1592  ___________________________________________________________________
 NA1592* NAD 83(1986)-  42 53 21.     (N)    075 33 06.     (W)     SCALED    
 NA1592* NAVD 88     -       350.343  (meters)    1149.42   (feet)  ADJUSTED  
 NA1592  ___________________________________________________________________
 NA1592  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 NA1592  DYNAMIC HT  -         350.236 (meters)    1149.07  (feet)  COMP
 NA1592  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NA1592
 NA1592  VERT ORDER  -  SECOND    CLASS 0
 NA1592
 NA1592.The horizontal coordinates were scaled from a topographic map and have
 NA1592.an estimated accuracy of +/- 6 seconds.
 NA1592
 NA1592.The orthometric height was determined by differential leveling
 NA1592.and adjusted by the National Geodetic Survey in June 1991..
 NA1592
 NA1592.The geoid height was determined by GEOID03.
 NA1592
 NA1592.The dynamic height is computed by dividing the NAVD 88
 NA1592.geopotential number by the normal gravity value computed on the
 NA1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1592.degrees latitude (g = 980.6199 gals.).
 NA1592
 NA1592.The modeled gravity was interpolated from observed gravity values.
 NA1592
 NA1592;                    North         East    Units  Estimated Accuracy
 NA1592;SPC NY C     -   321,380.      334,270.      MT  (+/- 180 meters Scaled)
 NA1592
 NA1592                          SUPERSEDED SURVEY CONTROL
 NA1592
 NA1592  NGVD 29 (??/??/92)  350.464  (m)         1149.81   (f) ADJ UNCH    2 0
 NA1592
 NA1592.Superseded values are not recommended for survey control.
 NA1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1592.See file dsdata.txt to determine how the superseded data were derived.
 NA1592
 NA1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN549486(NAD 83)
 NA1592_MARKER: DD = SURVEY DISK
 NA1592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1592_SP_SET: WALL
 NA1592_STAMPING: 1149 A /U.S.G.S./ ALBANY
 NA1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1592
 NA1592  HISTORY     - Date     Condition        Report By
 NA1592  HISTORY     - UNK      MONUMENTED       USGS
 NA1592  HISTORY     - 1942     GOOD             NGS
 NA1592
 NA1592                          STATION DESCRIPTION
 NA1592
 NA1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1592'AT BOUCKVILLE.
 NA1592'AT BOUCKVILLE, AT A LARGE TWO STORY ROCK AND CONCRETE BUILDING USED
 NA1592'AS AN AUTHENIC AMERICAN ANTIQUE SHOP.  A DISK, SET VERTICALLY IN THE
 NA1592'NORTH WALL, 1 FOOT WEST OF THE NORTHEAST CORNER, AND 1.6 FEET ABOVE
 NA1592'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1767 ***********************************************************************
 NB1767  DESIGNATION -  114=GILES
 NB1767  PID         -  NB1767
 NB1767  STATE/COUNTY-  NY/ONONDAGA
 NB1767  USGS QUAD   -  SKANEATELES (1976)
 NB1767
 NB1767                         *CURRENT SURVEY CONTROL
 NB1767  ___________________________________________________________________
 NB1767* NAD 83(1996)-  42 53 02.29679(N)    076 26 12.40160(W)     ADJUSTED  
 NB1767* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 NB1767  ___________________________________________________________________
 NB1767  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 NB1767  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NB1767
 NB1767  HORZ ORDER  -  SECOND
 NB1767
 NB1767.The horizontal coordinates were established by classical geodetic methods
 NB1767.and adjusted by the National Geodetic Survey in January 1999..
 NB1767
 NB1767.The orthometric height was scaled from a topographic map.
 NB1767
 NB1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1767
 NB1767.The geoid height was determined by GEOID03.
 NB1767
 NB1767;                    North         East     Units Scale Factor Converg.
 NB1767;SPC NY C     -   320,291.443   261,971.960   MT  0.99993926   +0 05 59.0
 NB1767;SPC NY C     - 1,050,822.84    859,486.34   sFT  0.99993926   +0 05 59.0
 NB1767;UTM  18      - 4,748,931.370   382,669.530   MT  0.99976936   -0 58 40.3
 NB1767
 NB1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1767!SPC NY C     -   0.99994490  x   0.99993926  =   0.99988417
 NB1767!UTM  18      -   0.99994490  x   0.99976936  =   0.99971428
 NB1767
 NB1767|---------------------------------------------------------------------|
 NB1767| PID    Reference Object                     Distance      Geod. Az  |
 NB1767|                                                           dddmmss.s |
 NB1767| CZ8340 GILES RM 1                           59.558 METERS 13903     |
 NB1767| CZ8341 GILES RM 2                           59.497 METERS 21137     |
 NB1767| NB1836 FLEMING                             APPROX.14.6 KM 2690527.6 |
 NB1767| CZ8339 GILES AZ MK                                        3502358.9 |
 NB1767|---------------------------------------------------------------------|
 NB1767
 NB1767                          SUPERSEDED SURVEY CONTROL
 NB1767
 NB1767  NAD 83(1986)-  42 53 02.30281(N)    076 26 12.39947(W) AD(       ) 2
 NB1767  NAD 27      -  42 53 02.05900(N)    076 26 13.63000(W) AD(       ) 2
 NB1767
 NB1767.Superseded values are not recommended for survey control.
 NB1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1767.See file dsdata.txt to determine how the superseded data were derived.
 NB1767
 NB1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN8267048931(NAD 83)
 NB1767
 NB1767  HISTORY     - Date     Condition        Report By
 NB1767  HISTORY     - 1882     MONUMENTED       NYSS
 NB1767  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NB1767  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1767  HISTORY     - 1990     GOOD             USPSQD
 NB1767
 NB1767                          STATION DESCRIPTION
 NB1767
 NB1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1767'STATION IS ON A ROUND TOP UNWOODED HILL, ABOUT 4-1/2 MILES
 NB1767'S OF SKANEATELES VILLAGE.  1-1/2 MILES W OF LAKE SKANEATELES, AND
 NB1767'2-1/2 MILES NW OF OWASCO.  STATION IS 74 PACES NW OF A TREE WITH
 NB1767'TRIANGULAR BLAZE, AND 52 PACES N OF ANOTHER TREE WITH TRIANGULAR
 NB1767'BLAZE, BOTH TREES BEING IN A LINE OF TREES ON THE N SIDE OF THE
 NB1767'E-W ROAD PAST STATION.  MARK IS A 5-INCH SQUARE GRANITE POST,
 NB1767'PROJECTING 6 INCHES ABOVE GROUND, AND FITTED ON TOP WITH A
 NB1767'BRONZE TRIANGULATION DISK.  GRANITE POST WAS PLACED BY THE
 NB1767'N.Y.S.S.
 NB1767'
 NB1767'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE,
 NB1767'AS DESCRIBED IN NOTE 11A.
 NB1767'
 NB1767'REFERENCE MARK NO.1 IS SE OF STATION, 9 PACES N OF E-W ROAD
 NB1767'PAST STATION AND IN A LINE OF TREES ON THE N SIDE OF ROAD.  MARK
 NB1767'PROJECTS 4 INCHES.
 NB1767'
 NB1767'REFERENCE MARK NO.2 IS SW OF STATION 9 PACES N OF E-W ROAD
 NB1767'PAST STATION AND IN A LINE OF TREES ON N SIDE OF ROAD.  MARK IS
 NB1767'SET FLUSH WITH THE GROUND.
 NB1767'
 NB1767'AZIMUTH MARK IS LOCATED ABOUT 1/2 MILE N OF STATION, ON E
 NB1767'SIDE OF N-S ROAD PAST STATION.  MARK PROJECTS 4 INCHES AND IS
 NB1767'LOCATED 6 PACES E OF CENTER OF ROAD.  36 PACES NW OF NW CORNER OF
 NB1767'HOUSE, AND 7 PACES NW OF TELEPHONE POLE MARKED NYT 44.  TO REACH
 NB1767'FROM STATION, GO N ON ROAD LEADING N FROM T-ROAD INTERSECTION SW
 NB1767'OF STATION FOR 0.4 MILE TO HOUSE ON RIGHT AND AZIMUTH MARK NW OF
 NB1767'HOUSE.
 NB1767'
 NB1767'ALL MARKS ARE STAMPED GILES NYSS NO. 114, 1882, 1942.
 NB1767'
 NB1767'STATION IS REACHED FROM THE JUNCTION OF U.S. NO.20 AND STATE
 NB1767'ROUTES 41A IN SKANEATELES VILLAGE, BY GOING S ON ROUTE 41A FOR
 NB1767'4.6 MILES TO GRAVEL ROAD RIGHT JUST BEFORE REACHING WHITE SCHOOL
 NB1767'ON RIGHT, TURN RIGHT, W, ON GRAVEL ROAD AND GO 1.2 MILES TO FIELD
 NB1767'ON RIGHT, N, SIDE OF ROAD IN WHICH STATION IS LOCATED.
 NB1767'
 NB1767'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NB1767
 NB1767                          STATION RECOVERY (1974)
 NB1767
 NB1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NB1767'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 NB1767'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 NB1767'HAD BEEN KNOCKED OUT OF GROUND AND WAS LYING ON EDGE OF ROAD,
 NB1767'THE DISK WAS REMOVED FROM THE MONUMENT AT THIS TIME.
 NB1767'
 NB1767'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF SKANEATELES, ABOUT
 NB1767'2-1/2 MILES NORTHWEST OF OWASCO AND ABOUT 1-1/2 MILES WEST OF
 NB1767'SKANEATELES LAKE.
 NB1767'
 NB1767'STATION MARK IS A 5 INCH SQUARE GRANITE POST WITH A STANDARD DISK
 NB1767'SET IN A DRILL HOLE IN TOP AND THE DISK IS STAMPED GILES NYSS NO
 NB1767'114 1882.  IT IS 2 FEET SOUTH OF WITNESS POST AND PROJECTS ABOUT
 NB1767'6 INCHES ABOVE GROUND.
 NB1767'
 NB1767'REFERENCE MARK 1 A STANDARD DISK SET IN TOP OF A 14 INCH SQUARE
 NB1767'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 NB1767'STAMPED GILES NYSS NO 114 1882 1942.  IS SET IN A LINE OF TREES
 NB1767'ABOUT 30 FEET NORTH OF CENTER OF ROAD.
 NB1767'
 NB1767'REFERENCE MARK 2 A STANDARD DISK SET IN TOP OF A 14 INCH SQUARE
 NB1767'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED GILES NYSS
 NB1767'NO 114 1882 1942.  IS IN A LINE OF TREES 30 FEET NORTH OF CENTER
 NB1767'OF ROAD.
 NB1767'
 NB1767'TO REACH THE STATION FROM U.S. HIGHWAY 20 AND STATE HIGHWAY 41A
 NB1767'IN SKANEATELES, GO SOUTH OF STATE HIGHWAY 41A FOR 4.5 MILES TO
 NB1767'SIDE ROAD RIGHT, TURN RIGHT, GO WEST ON HENCOOP ROAD FOR 1.15
 NB1767'MILES TO A FIELD ROAD RIGHT, TURN RIGHT PASSING A SMALL BUILDING
 NB1767'AND ANTENNA ON LEFT, GO NORTHWEST ABOUT 100 YARDS TO TOP OF HILL
 NB1767'AND THE STATION.
 NB1767
 NB1767                          STATION RECOVERY (1990)
 NB1767
 NB1767'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0836 ***********************************************************************
 NB0836  DESIGNATION -  115
 NB0836  PID         -  NB0836
 NB0836  STATE/COUNTY-  NY/YATES
 NB0836  USGS QUAD   -  PENN YAN (1976)
 NB0836
 NB0836                         *CURRENT SURVEY CONTROL
 NB0836  ___________________________________________________________________
 NB0836* NAD 83(1986)-  42 39 25.     (N)    077 02 28.     (W)     SCALED    
 NB0836* NAVD 88     -       236.027  (meters)     774.37   (feet)  ADJUSTED  
 NB0836  ___________________________________________________________________
 NB0836  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NB0836  DYNAMIC HT  -         235.954 (meters)     774.13  (feet)  COMP
 NB0836  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NB0836
 NB0836  VERT ORDER  -  SECOND    CLASS 0
 NB0836
 NB0836.The horizontal coordinates were scaled from a topographic map and have
 NB0836.an estimated accuracy of +/- 6 seconds.
 NB0836
 NB0836.The orthometric height was determined by differential leveling
 NB0836.and adjusted by the National Geodetic Survey in June 1991..
 NB0836
 NB0836.The geoid height was determined by GEOID03.
 NB0836
 NB0836.The dynamic height is computed by dividing the NAVD 88
 NB0836.geopotential number by the normal gravity value computed on the
 NB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0836.degrees latitude (g = 980.6199 gals.).
 NB0836
 NB0836.The modeled gravity was interpolated from observed gravity values.
 NB0836
 NB0836;                    North         East    Units  Estimated Accuracy
 NB0836;SPC NY C     -   295,160.      212,470.      MT  (+/- 180 meters Scaled)
 NB0836
 NB0836                          SUPERSEDED SURVEY CONTROL
 NB0836
 NB0836  NGVD 29 (??/??/92)  236.181  (m)          774.87   (f) ADJ UNCH    2 0
 NB0836
 NB0836.Superseded values are not recommended for survey control.
 NB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0836.See file dsdata.txt to determine how the superseded data were derived.
 NB0836
 NB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN327247(NAD 83)
 NB0836_MARKER: B = BOLT
 NB0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0836_SP_SET: BRIDGE
 NB0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0836
 NB0836  HISTORY     - Date     Condition        Report By
 NB0836  HISTORY     - UNK      MONUMENTED       PRR
 NB0836  HISTORY     - 1942     GOOD             NGS
 NB0836
 NB0836                          STATION DESCRIPTION
 NB0836
 NB0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0836'0.6 MI SE FROM PENN YAN.
 NB0836'TO REACH FROM THE PENNSYLVANIA RAILROAD STATION AT PENN YAN--PROCEED
 NB0836'0.6 MILE SOUTHEASTERLY ALONG THE PENNSYLVANIA RAILROAD TO OVERHEAD
 NB0836'BRIDGE NO. 39/26 AND THE SITE OF THE BENCH MARK. BENCH MARK IS THE
 NB0836'TOP OF A COPPER BOLT SET VERTICALLY IN THE SOUTHEAST PEDESTAL ON
 NB0836'THE EAST SIDE OF THE BRIDGE. IT IS 9.0 FEET SOUTH OF AND ABOUT 3.0
 NB0836'FEET ABOVE THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1112 ***********************************************************************
 PG1112  DESIGNATION -  115 DHRR
 PG1112  PID         -  PG1112
 PG1112  STATE/COUNTY-  NY/CLINTON
 PG1112  USGS QUAD   -  WEST CHAZY (1966)
 PG1112
 PG1112                         *CURRENT SURVEY CONTROL
 PG1112  ___________________________________________________________________
 PG1112* NAD 83(1986)-  44 50 09.     (N)    073 30 17.     (W)     SCALED    
 PG1112* NAVD 88     -        75.506  (meters)     247.72   (feet)  ADJUSTED  
 PG1112  ___________________________________________________________________
 PG1112  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 PG1112  DYNAMIC HT  -          75.503 (meters)     247.71  (feet)  COMP
 PG1112  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 PG1112
 PG1112  VERT ORDER  -  FIRST     CLASS I
 PG1112
 PG1112.The horizontal coordinates were scaled from a topographic map and have
 PG1112.an estimated accuracy of +/- 6 seconds.
 PG1112
 PG1112.The orthometric height was determined by differential leveling
 PG1112.and adjusted by the National Geodetic Survey in June 1991..
 PG1112
 PG1112.The geoid height was determined by GEOID03.
 PG1112
 PG1112.The dynamic height is computed by dividing the NAVD 88
 PG1112.geopotential number by the normal gravity value computed on the
 PG1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1112.degrees latitude (g = 980.6199 gals.).
 PG1112
 PG1112.The modeled gravity was interpolated from observed gravity values.
 PG1112
 PG1112;                    North         East    Units  Estimated Accuracy
 PG1112;SPC NY E     -   667,110.      228,690.      MT  (+/- 180 meters Scaled)
 PG1112
 PG1112                          SUPERSEDED SURVEY CONTROL
 PG1112
 PG1112  NGVD 29 (??/??/??)   75.614  (m)          248.08   (f) ADJUSTED    1 1
 PG1112
 PG1112.Superseded values are not recommended for survey control.
 PG1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1112.See file dsdata.txt to determine how the superseded data were derived.
 PG1112
 PG1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ181658(NAD 83)
 PG1112_MARKER: Q = CHISELED SQUARE
 PG1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1112_SP_SET: CULVERT
 PG1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1112
 PG1112  HISTORY     - Date     Condition        Report By
 PG1112  HISTORY     - UNK      MONUMENTED       DHRR
 PG1112  HISTORY     - 1973     GOOD             NGS
 PG1112
 PG1112                          STATION DESCRIPTION
 PG1112
 PG1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1112'1.05 MI NE FROM WEST CHAZY.
 PG1112'ABOUT 1.05 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG1112'THE CROSSING OF STATE HIGHWAY 348 AT WEST CHAZY, ABOUT 0.15 MILE
 PG1112'SOUTHWEST OF MILE POST A 178-RP 13, 131 FEET WEST OF THE SOUTHWEST
 PG1112'HEADWALL OF A 90-INCH PIPE TYPE CULVERT UNDER THE TRACK, AT AN ABONDED
 PG1112'STONE BRIDGE ON OLD RAILWAY GRADE, 90 FEET NORTHWEST OF THE NORTHWEST
 PG1112'RAIL, 17 1/2 FEET SOUTHEAST OF APPROXIMATE CENTER LINE OF A WOODEN
 PG1112'BRIDGE, A 1-INCH CHISELED SQUARE ON TOP OF THE WEST CORNER OF THE TOP
 PG1112'STONE OF THE SOUTHWEST ABUTMENT AND ABOUT 5 FEET BELOW THE LEVEL OF
 PG1112'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0332 ***********************************************************************
 OE0332  DESIGNATION -  1153 ALBANY
 OE0332  PID         -  OE0332
 OE0332  STATE/COUNTY-  NY/FULTON
 OE0332  USGS QUAD   -  LASSELLSVILLE (1945)
 OE0332
 OE0332                         *CURRENT SURVEY CONTROL
 OE0332  ___________________________________________________________________
 OE0332* NAD 83(1986)-  43 02 57.     (N)    074 36 04.     (W)     SCALED    
 OE0332* NAVD 88     -       351.532  (meters)    1153.32   (feet)  ADJUSTED  
 OE0332  ___________________________________________________________________
 OE0332  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 OE0332  DYNAMIC HT  -         351.433 (meters)    1152.99  (feet)  COMP
 OE0332  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 OE0332
 OE0332  VERT ORDER  -  SECOND    CLASS 0
 OE0332
 OE0332.The horizontal coordinates were scaled from a topographic map and have
 OE0332.an estimated accuracy of +/- 6 seconds.
 OE0332
 OE0332.The orthometric height was determined by differential leveling
 OE0332.and adjusted by the National Geodetic Survey in June 1991..
 OE0332
 OE0332.The geoid height was determined by GEOID03.
 OE0332
 OE0332.The dynamic height is computed by dividing the NAVD 88
 OE0332.geopotential number by the normal gravity value computed on the
 OE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0332.degrees latitude (g = 980.6199 gals.).
 OE0332
 OE0332.The modeled gravity was interpolated from observed gravity values.
 OE0332
 OE0332;                    North         East    Units  Estimated Accuracy
 OE0332;SPC NY E     -   468,140.      141,760.      MT  (+/- 180 meters Scaled)
 OE0332
 OE0332                          SUPERSEDED SURVEY CONTROL
 OE0332
 OE0332  NGVD 29 (??/??/92)  351.686  (m)         1153.82   (f) ADJ UNCH    2 0
 OE0332
 OE0332.Superseded values are not recommended for survey control.
 OE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0332.See file dsdata.txt to determine how the superseded data were derived.
 OE0332
 OE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN324663(NAD 83)
 OE0332_MARKER: DB = BENCH MARK DISK
 OE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0332_STAMPING: 1153 ALBANY
 OE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0332+STABILITY: SURFACE MOTION
 OE0332
 OE0332  HISTORY     - Date     Condition        Report By
 OE0332  HISTORY     - UNK      MONUMENTED       USGS
 OE0332  HISTORY     - 1942     GOOD             NGS
 OE0332  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 OE0332
 OE0332                          STATION DESCRIPTION
 OE0332
 OE0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0332'IN LASSELLSVILLE.
 OE0332'AT LASSELLSVILLE, 37 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY NO.
 OE0332'29, A U.S.G.S. DISK SET VERTICALLY IN THE EAST FACE OF THE STONE
 OE0332'FOUNDATION OF JOHN LEEKS STORE BUILDING, ABOUT 6 INCHES ABOVE THE
 OE0332'GROUND.
 OE0332
 OE0332                          STATION RECOVERY (2005)
 OE0332
 OE0332'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWK)
 OE0332'AREA BUSINESS PERSON REPORTED THAT STORE WAS TORN DOWN IN 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0120 ***********************************************************************
 NA0120  DESIGNATION -  1156 A
 NA0120  PID         -  NA0120
 NA0120  STATE/COUNTY-  NY/SCHOHARIE
 NA0120  USGS QUAD   -  BREAKABEEN (1994)
 NA0120
 NA0120                         *CURRENT SURVEY CONTROL
 NA0120  ___________________________________________________________________
 NA0120* NAD 83(1986)-  42 33 51.     (N)    074 27 49.     (W)     SCALED    
 NA0120* NAVD 88     -       352.610  (meters)    1156.85   (feet)  ADJUSTED  
 NA0120  ___________________________________________________________________
 NA0120  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 NA0120  DYNAMIC HT  -         352.493 (meters)    1156.47  (feet)  COMP
 NA0120  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 NA0120
 NA0120  VERT ORDER  -  SECOND    CLASS 0
 NA0120
 NA0120.The horizontal coordinates were scaled from a topographic map and have
 NA0120.an estimated accuracy of +/- 6 seconds.
 NA0120
 NA0120.The orthometric height was determined by differential leveling
 NA0120.and adjusted by the National Geodetic Survey in June 1991..
 NA0120
 NA0120.The geoid height was determined by GEOID03.
 NA0120
 NA0120.The dynamic height is computed by dividing the NAVD 88
 NA0120.geopotential number by the normal gravity value computed on the
 NA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0120.degrees latitude (g = 980.6199 gals.).
 NA0120
 NA0120.The modeled gravity was interpolated from observed gravity values.
 NA0120
 NA0120;                    North         East    Units  Estimated Accuracy
 NA0120;SPC NY E     -   414,260.      152,990.      MT  (+/- 180 meters Scaled)
 NA0120
 NA0120                          SUPERSEDED SURVEY CONTROL
 NA0120
 NA0120  NGVD 29 (??/??/92)  352.748  (m)         1157.31   (f) ADJ UNCH    2 0
 NA0120
 NA0120.Superseded values are not recommended for survey control.
 NA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0120.See file dsdata.txt to determine how the superseded data were derived.
 NA0120
 NA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN440125(NAD 83)
 NA0120_MARKER: DD = SURVEY DISK
 NA0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0120_SP_SET: BRIDGE ABUTMENT
 NA0120_STAMPING: 1156 ALBANY
 NA0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0120
 NA0120  HISTORY     - Date     Condition        Report By
 NA0120  HISTORY     - UNK      MONUMENTED       USGS
 NA0120  HISTORY     - 1942     GOOD             NGS
 NA0120
 NA0120                          STATION DESCRIPTION
 NA0120
 NA0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0120'AT WEST FULTON.
 NA0120'AT WEST FULTON, AT A CONCRETE BRIDGE OVER PANTHER CREEK.  A U.S.G.S.
 NA0120'BRONZE DISK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 NA0120'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1447 ***********************************************************************
 OF1447  DESIGNATION -  1159 A NYGS 1969
 OF1447  PID         -  OF1447
 OF1447  STATE/COUNTY-  NY/MONROE
 OF1447  USGS QUAD   -  FAIRPORT (1978)
 OF1447
 OF1447                         *CURRENT SURVEY CONTROL
 OF1447  ___________________________________________________________________
 OF1447* NAD 83(1996)-  43 03 52.56154(N)    077 23 07.02484(W)     ADJUSTED  
 OF1447* NAVD 88     -       144.53   (+/-2cm)     474.2    (feet)  VERTCON   
 OF1447  ___________________________________________________________________
 OF1447  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 OF1447  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1447
 OF1447  HORZ ORDER  -  SECOND
 OF1447  VERT ORDER  -  THIRD ? (See Below)
 OF1447
 OF1447.The horizontal coordinates were established by classical geodetic methods
 OF1447.and adjusted by the National Geodetic Survey in January 1999..
 OF1447
 OF1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1447.The vertical order pertains to the NGVD 29 superseded value.
 OF1447
 OF1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1447
 OF1447.The geoid height was determined by GEOID03.
 OF1447
 OF1447;                    North         East     Units Scale Factor Converg.
 OF1447;SPC NY W     -   341,042.938   447,582.036   MT  1.00005460   +0 49 05.2
 OF1447;SPC NY W     - 1,118,905.04  1,468,442.06   sFT  1.00005460   +0 49 05.2
 OF1447;SPC NY C     -   340,658.407   184,680.594   MT  0.99998997   -0 32 51.4
 OF1447;SPC NY C     - 1,117,643.46    605,906.25   sFT  0.99998997   -0 32 51.4
 OF1447;UTM  18      - 4,770,749.954   305,779.302   MT  1.00006407   -1 37 45.2
 OF1447
 OF1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1447!SPC NY W     -   0.99998286  x   1.00005460  =   1.00003746
 OF1447!SPC NY C     -   0.99998286  x   0.99998997  =   0.99997283
 OF1447!UTM  18      -   0.99998286  x   1.00006407  =   1.00004693
 OF1447
 OF1447:                Primary Azimuth Mark                     Grid Az
 OF1447:SPC NY W     -  GERBER                                   081 48 04.5
 OF1447:SPC NY C     -  GERBER                                   083 10 01.1
 OF1447:UTM  18      -  GERBER                                   084 14 54.9
 OF1447
 OF1447|---------------------------------------------------------------------|
 OF1447| PID    Reference Object                     Distance      Geod. Az  |
 OF1447|                                                           dddmmss.s |
 OF1447| OF1460 GERBER                              APPROX. 0.8 KM 0823709.7 |
 OF1447|---------------------------------------------------------------------|
 OF1447
 OF1447                          SUPERSEDED SURVEY CONTROL
 OF1447
 OF1447  NAD 83(1986)-  43 03 52.57032(N)    077 23 07.02248(W) AD(       ) 2
 OF1447  NAD 27      -  43 03 52.34101(N)    077 23 08.05276(W) AD(       ) 2
 OF1447  NGVD 29 (07/19/86)  144.70   (m)          474.7    (f) LEVELING    3  
 OF1447
 OF1447.Superseded values are not recommended for survey control.
 OF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1447.See file dsdata.txt to determine how the superseded data were derived.
 OF1447
 OF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0577970750(NAD 83)
 OF1447_MARKER: DD = SURVEY DISK
 OF1447_SETTING: 0 = UNSPECIFIED SETTING
 OF1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1447
 OF1447  HISTORY     - Date     Condition        Report By
 OF1447  HISTORY     - 1937     MONUMENTED       NYGS
 OF1447  HISTORY     - 1969     GOOD             CGS
 OF1447
 OF1447                          STATION DESCRIPTION
 OF1447
 OF1447'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF1447'IN PERINTON, 0.4 MILE WEST OF PANNELL ROAD, 15.9 FEET NORTH OF
 OF1447'CENTER LINE OF PITTSFORD-PALMYRA ROAD, 79.2 FEET EAST OF 18-INCH
 OF1447'ELM, 65.2 FEET EAST OF POLE 6, AND 1.4 FEET SOUTH OF NEW YORK
 OF1447'STATE HIGHWAY STATION 350+00.  STATION IS A U.S.C AND G.S. AND
 OF1447'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1447
 OF1447                          STATION RECOVERY (1969)
 OF1447
 OF1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1447'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1447'
 OF1447'IN PERINTON ALONG PITTSFORD - PALMYRA ROAD
 OF1447'
 OF1447'0.4 MILE WEST OF PANNELL ROAD
 OF1447'
 OF1447'22.6 FEET NORTH OF CENTER LINE OF PITTSFORD-PALMYRA ROAD
 OF1447'
 OF1447'3.6 FEET SOUTH OF WITNESS POST
 OF1447'
 OF1447'2.5 FEET EAST OF 6 X 8 - INCH POST
 OF1447'
 OF1447'23.8 FEET SOUTHEAST OF POLE NO. SMC 34-64 RTC 8
 OF1447'
 OF1447'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1447'STANDARD DISK IN CONCRETE STAMPED 1159A
 OF1447'
 OF1447'NOTE--1159, 1937 WAS RESET OUT OF THE WAY OF NEW CONSTRUCTION
 OF1447'BY THE MONROE COUNTY DPW SURVEY OFFICE NOVEMBER 1959 AND
 OF1447'REDESIGNATED 1159A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0835 ***********************************************************************
 NB0835  DESIGNATION -  116
 NB0835  PID         -  NB0835
 NB0835  STATE/COUNTY-  NY/YATES
 NB0835  USGS QUAD   -  PENN YAN (1976)
 NB0835
 NB0835                         *CURRENT SURVEY CONTROL
 NB0835  ___________________________________________________________________
 NB0835* NAD 83(1986)-  42 39 36.     (N)    077 02 49.     (W)     SCALED    
 NB0835* NAVD 88     -       230.162  (meters)     755.12   (feet)  ADJUSTED  
 NB0835  ___________________________________________________________________
 NB0835  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NB0835  DYNAMIC HT  -         230.091 (meters)     754.89  (feet)  COMP
 NB0835  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 NB0835
 NB0835  VERT ORDER  -  SECOND    CLASS 0
 NB0835
 NB0835.The horizontal coordinates were scaled from a topographic map and have
 NB0835.an estimated accuracy of +/- 6 seconds.
 NB0835
 NB0835.The orthometric height was determined by differential leveling
 NB0835.and adjusted by the National Geodetic Survey in June 1991..
 NB0835
 NB0835.The geoid height was determined by GEOID03.
 NB0835
 NB0835.The dynamic height is computed by dividing the NAVD 88
 NB0835.geopotential number by the normal gravity value computed on the
 NB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0835.degrees latitude (g = 980.6199 gals.).
 NB0835
 NB0835.The modeled gravity was interpolated from observed gravity values.
 NB0835
 NB0835;                    North         East    Units  Estimated Accuracy
 NB0835;SPC NY C     -   295,510.      211,990.      MT  (+/- 180 meters Scaled)
 NB0835
 NB0835                          SUPERSEDED SURVEY CONTROL
 NB0835
 NB0835  NGVD 29 (??/??/92)  230.314  (m)          755.62   (f) ADJ UNCH    2 0
 NB0835
 NB0835.Superseded values are not recommended for survey control.
 NB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0835.See file dsdata.txt to determine how the superseded data were derived.
 NB0835
 NB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN322250(NAD 83)
 NB0835_MARKER: B = BOLT
 NB0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0835_SP_SET: BRIDGE
 NB0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0835
 NB0835  HISTORY     - Date     Condition        Report By
 NB0835  HISTORY     - UNK      MONUMENTED       PRR
 NB0835  HISTORY     - 1942     GOOD             NGS
 NB0835  HISTORY     - 1985     GOOD             USPSQD
 NB0835  HISTORY     - 1990     GOOD             USPSQD
 NB0835  HISTORY     - 20010608 GOOD             USPSQD
 NB0835
 NB0835                          STATION DESCRIPTION
 NB0835
 NB0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0835'0.1 MI SE FROM PENN YAN.
 NB0835'TO REACH FROM THE PENNSYLVANIA RAILROAD STATION AT PENN YAN, PROCEED
 NB0835'0.1 MILE SOUTHEAST ALONG TRACK TO OVERHEAD BRIDGE AND SITE OF BENCH
 NB0835'MARK. BENCH MARK IS A COPPER BOLT SET IN THE NORTH AND WEST STONE
 NB0835'WINGWALL OF STEEL BRIDGE, 12.0 FEET WEST OF AND ABOUT 4.0 FEET BELOW
 NB0835'THE CENTER LINE OF TRACK, AND ABOUT 12.0 FEET ABOVE THE ASPHALT ROAD.
 NB0835
 NB0835                          STATION RECOVERY (1985)
 NB0835
 NB0835'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0835'BRIDGE NO. 39-63 PASSES OVER CHERRY STREET. THE MARK IS LCOATED AS
 NB0835'DESCRIBED INTHE TOP OF TH EUPPERMOST STEP IN THE WEST WINGWALL OF THE
 NB0835'NORTH ABUTMENT.
 NB0835
 NB0835                          STATION RECOVERY (1990)
 NB0835
 NB0835'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0835'RECOVERED IN GOOD CONDITION.
 NB0835
 NB0835                          STATION RECOVERY (2001)
 NB0835
 NB0835'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1446 ***********************************************************************
 OF1446  DESIGNATION -  1160 A NYGS 1969
 OF1446  PID         -  OF1446
 OF1446  STATE/COUNTY-  NY/MONROE
 OF1446  USGS QUAD   -  FAIRPORT (1978)
 OF1446
 OF1446                         *CURRENT SURVEY CONTROL
 OF1446  ___________________________________________________________________
 OF1446* NAD 83(1996)-  43 03 51.91024(N)    077 23 38.00714(W)     ADJUSTED  
 OF1446* NAVD 88     -       165.11   (+/-2cm)     541.7    (feet)  VERTCON   
 OF1446  ___________________________________________________________________
 OF1446  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OF1446  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1446
 OF1446  HORZ ORDER  -  SECOND
 OF1446  VERT ORDER  -  THIRD ? (See Below)
 OF1446
 OF1446.The horizontal coordinates were established by classical geodetic methods
 OF1446.and adjusted by the National Geodetic Survey in January 1999..
 OF1446
 OF1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1446.The vertical order pertains to the NGVD 29 superseded value.
 OF1446
 OF1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1446
 OF1446.The geoid height was determined by GEOID03.
 OF1446
 OF1446;                    North         East     Units Scale Factor Converg.
 OF1446;SPC NY W     -   341,012.866   446,881.332   MT  1.00005292   +0 48 44.1
 OF1446;SPC NY W     - 1,118,806.38  1,466,143.17   sFT  1.00005292   +0 48 44.1
 OF1446;SPC NY C     -   340,645.046   183,979.417   MT  0.99999110   -0 33 12.5
 OF1446;SPC NY C     - 1,117,599.62    603,605.80   sFT  0.99999110   -0 33 12.5
 OF1446;UTM  18      - 4,770,749.831   305,077.945   MT  1.00006742   -1 38 06.4
 OF1446
 OF1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1446!SPC NY W     -   0.99997963  x   1.00005292  =   1.00003255
 OF1446!SPC NY C     -   0.99997963  x   0.99999110  =   0.99997073
 OF1446!UTM  18      -   0.99997963  x   1.00006742  =   1.00004705
 OF1446
 OF1446:                Primary Azimuth Mark                     Grid Az
 OF1446:SPC NY W     -  1159 A NYGS 1969                         087 32 33.2
 OF1446:SPC NY C     -  1159 A NYGS 1969                         088 54 29.8
 OF1446:UTM  18      -  1159 A NYGS 1969                         089 59 23.7
 OF1446
 OF1446|---------------------------------------------------------------------|
 OF1446| PID    Reference Object                     Distance      Geod. Az  |
 OF1446|                                                           dddmmss.s |
 OF1446| OF1447 1159 A NYGS 1969                    APPROX. 0.7 KM 0882117.3 |
 OF1446|---------------------------------------------------------------------|
 OF1446
 OF1446                          SUPERSEDED SURVEY CONTROL
 OF1446
 OF1446  NAD 83(1986)-  43 03 51.91900(N)    077 23 38.00479(W) AD(       ) 2
 OF1446  NAD 27      -  43 03 51.68988(N)    077 23 39.03399(W) AD(       ) 2
 OF1446  NGVD 29 (07/19/86)  165.28   (m)          542.3    (f) LEVELING    3  
 OF1446
 OF1446.Superseded values are not recommended for survey control.
 OF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1446.See file dsdata.txt to determine how the superseded data were derived.
 OF1446
 OF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0507870750(NAD 83)
 OF1446_MARKER: DD = SURVEY DISK
 OF1446_SETTING: 0 = UNSPECIFIED SETTING
 OF1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1446
 OF1446  HISTORY     - Date     Condition        Report By
 OF1446  HISTORY     - 1937     MONUMENTED       NYGS
 OF1446  HISTORY     - 1969     GOOD             CGS
 OF1446
 OF1446                          STATION DESCRIPTION
 OF1446
 OF1446'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF1446'IN PERINTON, 0.1 MILE WEST OF ALDRICH ROAD, 24.9 FEET SOUTH OF
 OF1446'CENTER LINE OF PITTSFORD-PALMYRA ROAD, 144 FEET EAST OF NEW YORK
 OF1446'STATE HIGHWAY STATION 325+00, 127.7 FEET EAST OF EAST RANGE LINE
 OF1446'OF THE BRUNNER BOWN BARN, 87.4 FEET EAST OF 26-INCH ELM, 64.6
 OF1446'FEET SOUTH OF 38-INCH LOCUST TREE, AND 22.4 FEET EAST OF WEST
 OF1446'RANGE LINE OF THE WARREN W. ALLEN HOUSE.  STATION IS A
 OF1446'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF1446'FLUSH WITH GROUND.
 OF1446
 OF1446                          STATION RECOVERY (1969)
 OF1446
 OF1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1446'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1446'
 OF1446'IN PERINTON ALONG PITTSFORD-PALMYRA ROAD
 OF1446'
 OF1446'0.1 MILE WEST OF ALDRICH ROAD
 OF1446'
 OF1446'3.0 FEET WEST OF EAST RANGELINE HOUSE 7752
 OF1446'
 OF1446'67.0 FEET EAST OF SIGN
 OF1446'
 OF1446'29.7 FEET SOUTH OF CENTER OF PITTSFORD-PALMYRA ROAD
 OF1446'
 OF1446'3.0 FEET MONTH OF WITNESS POST.
 OF1446'
 OF1446'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1446'STANDARD DISK IN CONCRETE STAMPED 1160A
 OF1446'
 OF1446'NOTE--STATION 1160 1937 WAS RESET OUT OF THE WAY OF NEW
 OF1446'CONSTRUCTION BY THE MONROE COUNTY DPW SURVEY OFFICE NOVEMBER
 OF1446'1959 AND REDESIGNATED 1160A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0202 ***********************************************************************
 PH0202  DESIGNATION -  1162
 PH0202  PID         -  PH0202
 PH0202  STATE/COUNTY-  NY/FRANKLIN
 PH0202  USGS QUAD   -  
 PH0202
 PH0202                         *CURRENT SURVEY CONTROL
 PH0202  ___________________________________________________________________
 PH0202* NAD 83(1986)-  44 15 58.     (N)    074 26 28.     (W)     SCALED    
 PH0202* NAVD 88     -       480.776  (meters)    1577.35   (feet)  ADJUSTED  
 PH0202  ___________________________________________________________________
 PH0202  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 PH0202  DYNAMIC HT  -         480.688 (meters)    1577.06  (feet)  COMP
 PH0202  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 PH0202
 PH0202  VERT ORDER  -  FIRST     CLASS II
 PH0202
 PH0202.The horizontal coordinates were scaled from a topographic map and have
 PH0202.an estimated accuracy of +/- 6 seconds.
 PH0202
 PH0202.The orthometric height was determined by differential leveling
 PH0202.and adjusted by the National Geodetic Survey in June 1991..
 PH0202
 PH0202.The geoid height was determined by GEOID03.
 PH0202
 PH0202.The dynamic height is computed by dividing the NAVD 88
 PH0202.geopotential number by the normal gravity value computed on the
 PH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0202.degrees latitude (g = 980.6199 gals.).
 PH0202
 PH0202.The modeled gravity was interpolated from observed gravity values.
 PH0202
 PH0202;                    North         East    Units  Estimated Accuracy
 PH0202;SPC NY E     -   603,330.      154,700.      MT  (+/- 180 meters Scaled)
 PH0202
 PH0202                          SUPERSEDED SURVEY CONTROL
 PH0202
 PH0202  NGVD 29 (??/??/92)  480.832  (m)         1577.53   (f) ADJ UNCH    1 2
 PH0202
 PH0202.Superseded values are not recommended for survey control.
 PH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0202.See file dsdata.txt to determine how the superseded data were derived.
 PH0202
 PH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ446015(NAD 83)
 PH0202_MARKER: Z = SEE DESCRIPTION
 PH0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0202_SP_SET: CULVERT
 PH0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0202
 PH0202  HISTORY     - Date     Condition        Report By
 PH0202  HISTORY     - UNK      MONUMENTED       NYCRR
 PH0202  HISTORY     - 1931     GOOD             NGS
 PH0202
 PH0202                          STATION DESCRIPTION
 PH0202
 PH0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0202'2.6 MI N FROM TUPPER LAKE JUNCTION.
 PH0202'WEST END OF PIPE CULVERT UNDER THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0317 ***********************************************************************
 KV0317  DESIGNATION -  1162 BOR
 KV0317  PID         -  KV0317
 KV0317  STATE/COUNTY-  NY/RICHMOND
 KV0317  USGS QUAD   -  ARTHUR KILL (1981)
 KV0317
 KV0317                         *CURRENT SURVEY CONTROL
 KV0317  ___________________________________________________________________
 KV0317* NAD 83(1986)-  40 35 35.     (N)    074 09 49.     (W)     SCALED    
 KV0317* NAVD 88     -         7.238  (meters)      23.75   (feet)  ADJUSTED  
 KV0317  ___________________________________________________________________
 KV0317  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0317  DYNAMIC HT  -           7.235 (meters)      23.74  (feet)  COMP
 KV0317  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 KV0317
 KV0317  VERT ORDER  -  FIRST     CLASS II
 KV0317
 KV0317.The horizontal coordinates were scaled from a topographic map and have
 KV0317.an estimated accuracy of +/- 6 seconds.
 KV0317
 KV0317.The orthometric height was determined by differential leveling
 KV0317.and adjusted by the National Geodetic Survey in June 1991..
 KV0317
 KV0317.The geoid height was determined by GEOID03.
 KV0317
 KV0317.The dynamic height is computed by dividing the NAVD 88
 KV0317.geopotential number by the normal gravity value computed on the
 KV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0317.degrees latitude (g = 980.6199 gals.).
 KV0317
 KV0317.The modeled gravity was interpolated from observed gravity values.
 KV0317
 KV0317;                    North         East    Units  Estimated Accuracy
 KV0317;SPC NY L     -    47,360.      286,150.      MT  (+/- 180 meters Scaled)
 KV0317
 KV0317                          SUPERSEDED SURVEY CONTROL
 KV0317
 KV0317  NGVD 29 (04/16/92)    7.567  (m)           24.83   (f) ADJUSTED    1 2
 KV0317
 KV0317.Superseded values are not recommended for survey control.
 KV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0317.See file dsdata.txt to determine how the superseded data were derived.
 KV0317
 KV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707939(NAD 83)
 KV0317_MARKER: Q = CHISELED SQUARE
 KV0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0317_SP_SET: BRIDGE
 KV0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0317
 KV0317  HISTORY     - Date     Condition        Report By
 KV0317  HISTORY     - 1952     MONUMENTED       NY-085
 KV0317  HISTORY     - 1952     GOOD             CGS
 KV0317  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 KV0317  HISTORY     - 19960821 MARK NOT FOUND   USPSQD
 KV0317
 KV0317                          STATION DESCRIPTION
 KV0317
 KV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0317'AT STATEN ISLAND.
 KV0317'ON STATEN ISLAND, AT NEW SPRINGVILLE, AT THE JUNCTION OF TRAVIS
 KV0317'AND RICHMOND AVENUES, AN OUT LINE SQUARE ON THE TOP OF THE
 KV0317'EAST END OF NORTH HEAD WALL OF A MASONRY BRIDGE UNDER TRAVIS
 KV0317'AVENUE, 56 FEET WEST OF CENTER OF JUNCTION, 12 1/2 FEET NORTH
 KV0317'OF CENTER LINE OF TRAVIS AVENUE AND ABOUT 1 1/2 FEET ABOVE
 KV0317'TRAVIS AVENUE.
 KV0317
 KV0317                          STATION RECOVERY (1995)
 KV0317
 KV0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0317'MARK NOT FOUND.
 KV0317
 KV0317                          STATION RECOVERY (1996)
 KV0317
 KV0317'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0318 ***********************************************************************
 KV0318  DESIGNATION -  1163 BOR
 KV0318  PID         -  KV0318
 KV0318  STATE/COUNTY-  NY/RICHMOND
 KV0318  USGS QUAD   -  ARTHUR KILL (1981)
 KV0318
 KV0318                         *CURRENT SURVEY CONTROL
 KV0318  ___________________________________________________________________
 KV0318* NAD 83(1986)-  40 35 35.     (N)    074 09 49.     (W)     SCALED    
 KV0318* NAVD 88     -         7.214  (meters)      23.67   (feet)  ADJUSTED  
 KV0318  ___________________________________________________________________
 KV0318  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0318  DYNAMIC HT  -           7.211 (meters)      23.66  (feet)  COMP
 KV0318  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 KV0318
 KV0318  VERT ORDER  -  FIRST     CLASS II
 KV0318
 KV0318.The horizontal coordinates were scaled from a topographic map and have
 KV0318.an estimated accuracy of +/- 6 seconds.
 KV0318
 KV0318.The orthometric height was determined by differential leveling
 KV0318.and adjusted by the National Geodetic Survey in June 1991..
 KV0318
 KV0318.The geoid height was determined by GEOID03.
 KV0318
 KV0318.The dynamic height is computed by dividing the NAVD 88
 KV0318.geopotential number by the normal gravity value computed on the
 KV0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0318.degrees latitude (g = 980.6199 gals.).
 KV0318
 KV0318.The modeled gravity was interpolated from observed gravity values.
 KV0318
 KV0318;                    North         East    Units  Estimated Accuracy
 KV0318;SPC NY L     -    47,360.      286,150.      MT  (+/- 180 meters Scaled)
 KV0318
 KV0318                          SUPERSEDED SURVEY CONTROL
 KV0318
 KV0318  NGVD 29 (04/16/92)    7.543  (m)           24.75   (f) ADJUSTED    1 2
 KV0318
 KV0318.Superseded values are not recommended for survey control.
 KV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0318.See file dsdata.txt to determine how the superseded data were derived.
 KV0318
 KV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707939(NAD 83)
 KV0318_MARKER: Q = CHISELED SQUARE
 KV0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0318_SP_SET: BRIDGE
 KV0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0318
 KV0318  HISTORY     - Date     Condition        Report By
 KV0318  HISTORY     - 1952     MONUMENTED       NY-085
 KV0318  HISTORY     - 1952     GOOD             CGS
 KV0318  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 KV0318  HISTORY     - 19960821 MARK NOT FOUND   USPSQD
 KV0318
 KV0318                          STATION DESCRIPTION
 KV0318
 KV0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0318'AT STATEN ISLAND.
 KV0318'ON STATEN ISLAND, AT JUNCTION OF TRAVIS AND RICHMOND AVENUES,
 KV0318'AT NEW SPRINGVILLE, AN OUTLINE SQUARE ON TOP OF WEST END OF
 KV0318'SOUTH CONCRETE HEAD WALL OF A MASONRY BRIDGE UNDER TRAVIS AVENUE,
 KV0318'98 FEET WEST OF CENTER OF JUNCTION, 15 FEET SOUTH OF CENTER LINE
 KV0318'OF TRAVIS AVENUE AND ABOUT 2 FEET ABOVE TRAVIS AVENUE.
 KV0318
 KV0318                          STATION RECOVERY (1995)
 KV0318
 KV0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0318'MARK NOT FOUND.
 KV0318
 KV0318                          STATION RECOVERY (1996)
 KV0318
 KV0318'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0343 ***********************************************************************
 NA0343  DESIGNATION -  1164 A
 NA0343  PID         -  NA0343
 NA0343  STATE/COUNTY-  NY/GREENE
 NA0343  USGS QUAD   -  PRATTSVILLE (1945)
 NA0343
 NA0343                         *CURRENT SURVEY CONTROL
 NA0343  ___________________________________________________________________
 NA0343* NAD 83(1986)-  42 18 49.     (N)    074 25 56.     (W)     SCALED    
 NA0343* NAVD 88     -       354.798  (meters)    1164.03   (feet)  ADJUSTED  
 NA0343  ___________________________________________________________________
 NA0343  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NA0343  DYNAMIC HT  -         354.679 (meters)    1163.64  (feet)  COMP
 NA0343  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 NA0343
 NA0343  VERT ORDER  -  SECOND    CLASS 0
 NA0343
 NA0343.The horizontal coordinates were scaled from a topographic map and have
 NA0343.an estimated accuracy of +/- 6 seconds.
 NA0343
 NA0343.The orthometric height was determined by differential leveling
 NA0343.and adjusted by the National Geodetic Survey in June 1991..
 NA0343
 NA0343.The geoid height was determined by GEOID03.
 NA0343
 NA0343.The dynamic height is computed by dividing the NAVD 88
 NA0343.geopotential number by the normal gravity value computed on the
 NA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0343.degrees latitude (g = 980.6199 gals.).
 NA0343
 NA0343.The modeled gravity was interpolated from observed gravity values.
 NA0343
 NA0343;                    North         East    Units  Estimated Accuracy
 NA0343;SPC NY E     -   386,430.      155,590.      MT  (+/- 180 meters Scaled)
 NA0343
 NA0343                          SUPERSEDED SURVEY CONTROL
 NA0343
 NA0343  NGVD 29 (??/??/92)  354.989  (m)         1164.66   (f) ADJ UNCH    2 0
 NA0343
 NA0343.Superseded values are not recommended for survey control.
 NA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0343.See file dsdata.txt to determine how the superseded data were derived.
 NA0343
 NA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM467847(NAD 83)
 NA0343_MARKER: DD = SURVEY DISK
 NA0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0343_SP_SET: BUILDING
 NA0343_STAMPING: 1164 ALBANY
 NA0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0343
 NA0343  HISTORY     - Date     Condition        Report By
 NA0343  HISTORY     - UNK      MONUMENTED       USGS
 NA0343  HISTORY     - 1955     GOOD             NGS
 NA0343
 NA0343                          STATION DESCRIPTION
 NA0343
 NA0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NA0343'AT PRATTSVILLE.
 NA0343'AT PRATTSVILLE, ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM
 NA0343'THE POST OFFICE, ABOUT 66 YARDS NORTH WEST OF A 50-FOOT CONCRETE
 NA0343'BRIDGE UNDER HIGHWAY, SOUTHWEST AND ACROSS HIGHWAY FROM WILSONS
 NA0343'SILVER SPRUCE HOTEL, SET VERTICALLY IN THE CENTER OF NORTHEAST FACE
 NA0343'OF A SMALL 1-STORY BRICK SCHOOL BUILDING (PAINTED WHITE), 107 FEET
 NA0343'SOUTHWEST OF CENTER LINE OF HIGHWAY, DIRECTLY BELOW THE CENTER OF THE
 NA0343'ONLY WINDOW ON NORTHEAST SIDE OF BUILDING AND 2 FEET ABOVE LEVEL OF
 NA0343'CONCRETE WALK IN FRONT OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1454 ***********************************************************************
 OF1454  DESIGNATION -  1165 MCGS 1969
 OF1454  PID         -  OF1454
 OF1454  STATE/COUNTY-  NY/MONROE
 OF1454  USGS QUAD   -  FAIRPORT (1978)
 OF1454
 OF1454                         *CURRENT SURVEY CONTROL
 OF1454  ___________________________________________________________________
 OF1454* NAD 83(1996)-  43 04 08.50849(N)    077 25 29.84623(W)     ADJUSTED  
 OF1454* NAVD 88     -       171.0    (meters)     561.     (feet)  VERTCON   
 OF1454  ___________________________________________________________________
 OF1454  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OF1454  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1454
 OF1454  HORZ ORDER  -  SECOND
 OF1454
 OF1454.The horizontal coordinates were established by classical geodetic methods
 OF1454.and adjusted by the National Geodetic Survey in January 1999..
 OF1454
 OF1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1454
 OF1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1454
 OF1454.The geoid height was determined by GEOID03.
 OF1454
 OF1454;                    North         East     Units Scale Factor Converg.
 OF1454;SPC NY W     -   341,489.649   444,343.844   MT  1.00004696   +0 47 27.9
 OF1454;SPC NY W     - 1,120,370.62  1,457,818.09   sFT  1.00004696   +0 47 27.9
 OF1454;SPC NY C     -   341,182.144   181,454.157   MT  0.99999528   -0 34 29.1
 OF1454;SPC NY C     - 1,119,361.75    595,320.85   sFT  0.99999528   -0 34 29.1
 OF1454;UTM  18      - 4,771,334.552   302,563.072   MT  1.00007956   -1 39 23.3
 OF1454
 OF1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1454!SPC NY W     -   0.99997871  x   1.00004696  =   1.00002567
 OF1454!SPC NY C     -   0.99997871  x   0.99999528  =   0.99997399
 OF1454!UTM  18      -   0.99997871  x   1.00007956  =   1.00005827
 OF1454
 OF1454                          SUPERSEDED SURVEY CONTROL
 OF1454
 OF1454  NAD 83(1986)-  43 04 08.51712(N)    077 25 29.84412(W) AD(       ) 2
 OF1454  NAD 27      -  43 04 08.28874(N)    077 25 30.86800(W) AD(       ) 2
 OF1454  NGVD 29 (07/19/86)  171.2    (m)          562.     (f) VERT ANG       
 OF1454
 OF1454.Superseded values are not recommended for survey control.
 OF1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1454.See file dsdata.txt to determine how the superseded data were derived.
 OF1454
 OF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0256371335(NAD 83)
 OF1454_MARKER: Z = SEE DESCRIPTION
 OF1454_SETTING: 0 = UNSPECIFIED SETTING
 OF1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1454
 OF1454  HISTORY     - Date     Condition        Report By
 OF1454  HISTORY     - 1969     MONUMENTED       CGS
 OF1454  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1454  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1454
 OF1454                          STATION DESCRIPTION
 OF1454
 OF1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1454'IN PERINTON, ALONG PITTSFORD-PALMYRA ROAD.
 OF1454'
 OF1454'0.35 MILE WEST OF HOGAN ROAD
 OF1454'
 OF1454'8450 FEET EAST OF STATION OBRIEN.
 OF1454'
 OF1454'8.0 FEET SOUTH OF SOUTH EAST CORNER OF STAPLES IN ON THE EAST
 OF1454'RANGE LINE.
 OF1454'
 OF1454'38.7 FEET EAST OF SOUTHWEST CORNER.
 OF1454'
 OF1454'NOTE--PRESENT LOCATION IS A STAKE WITH TACK SET FLUSH WITH
 OF1454'GROUND.  MORE LIKELY THAN NOT, PERMISSION TO PLACE A MONUMENT
 OF1454'AT STATION WILL NOT BE GIVEN, SO WE EXPECT TO PLACE MONUMENT ON
 OF1454'OR NEAR SHOULDERS OF ROAD.  STATION WILL THEN BE DESIGNATED
 OF1454'1165A, 1969.
 OF1454
 OF1454                          STATION RECOVERY (1977)
 OF1454
 OF1454'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1454'1165 DESTROYED
 OF1454
 OF1454                          STATION RECOVERY (1994)
 OF1454
 OF1454'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1442 ***********************************************************************
 OF1442  DESIGNATION -  1166 A 1969
 OF1442  PID         -  OF1442
 OF1442  STATE/COUNTY-  NY/MONROE
 OF1442  USGS QUAD   -  FAIRPORT (1978)
 OF1442
 OF1442                         *CURRENT SURVEY CONTROL
 OF1442  ___________________________________________________________________
 OF1442* NAD 83(1996)-  43 04 06.38683(N)    077 25 56.30800(W)     ADJUSTED  
 OF1442* NAVD 88     -       176.64   (+/-2cm)     579.5    (feet)  VERTCON   
 OF1442  ___________________________________________________________________
 OF1442  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 OF1442  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1442
 OF1442  HORZ ORDER  -  SECOND
 OF1442  VERT ORDER  -  THIRD ? (See Below)
 OF1442
 OF1442.The horizontal coordinates were established by classical geodetic methods
 OF1442.and adjusted by the National Geodetic Survey in January 1999..
 OF1442
 OF1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1442.The vertical order pertains to the NGVD 29 superseded value.
 OF1442
 OF1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1442
 OF1442.The geoid height was determined by GEOID03.
 OF1442
 OF1442;                    North         East     Units Scale Factor Converg.
 OF1442;SPC NY W     -   341,415.939   443,746.077   MT  1.00004557   +0 47 09.8
 OF1442;SPC NY W     - 1,120,128.79  1,455,856.92   sFT  1.00004557   +0 47 09.8
 OF1442;SPC NY C     -   341,122.706   180,854.833   MT  0.99999629   -0 34 47.1
 OF1442;SPC NY C     - 1,119,166.74    593,354.56   sFT  0.99999629   -0 34 47.1
 OF1442;UTM  18      - 4,771,286.435   301,962.681   MT  1.00008249   -1 39 41.4
 OF1442
 OF1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1442!SPC NY W     -   0.99997783  x   1.00004557  =   1.00002340
 OF1442!SPC NY C     -   0.99997783  x   0.99999629  =   0.99997412
 OF1442!UTM  18      -   0.99997783  x   1.00008249  =   1.00006032
 OF1442
 OF1442                          SUPERSEDED SURVEY CONTROL
 OF1442
 OF1442  NAD 83(1986)-  43 04 06.39541(N)    077 25 56.30616(W) AD(       ) 2
 OF1442  NAD 27      -  43 04 06.16711(N)    077 25 57.32919(W) AD(       ) 2
 OF1442  NGVD 29 (07/19/86)  176.81   (m)          580.1    (f) LEVELING    3  
 OF1442
 OF1442.Superseded values are not recommended for survey control.
 OF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1442.See file dsdata.txt to determine how the superseded data were derived.
 OF1442
 OF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0196371286(NAD 83)
 OF1442_MARKER: DS = TRIANGULATION STATION DISK
 OF1442_SETTING: 0 = UNSPECIFIED SETTING
 OF1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1442
 OF1442  HISTORY     - Date     Condition        Report By
 OF1442  HISTORY     - 1959     MONUMENTED       CGS
 OF1442  HISTORY     - 1969     GOOD             CGS
 OF1442  HISTORY     - 1972     SEE DESCRIPTION  NY-055
 OF1442  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1442
 OF1442                          STATION DESCRIPTION
 OF1442
 OF1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1442'IN PERINTON AT THE SOUTHWEST CORNER OF INTERSECTION OF
 OF1442'PITTSFORD-PALMYRA ROAD AND TURKS HILL ROAD.
 OF1442'
 OF1442'6500 FEET EAST OF STATION ORIEN, 1969.
 OF1442'
 OF1442'30.4 FEET SOUTH OF CENTER LINE.
 OF1442'
 OF1442'47.3 FEET WEST OF CENTER LINE.
 OF1442'
 OF1442'10.0 FEET NORTHWEST OF POLE NO. FMC 33-94.
 OF1442'
 OF1442'62.4 FEET EAST OF HYDRANT AT WITNESS POST.
 OF1442'
 OF1442'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1442'DISK IN CONCRETE STAMPED 1166A.
 OF1442'
 OF1442'NOTE--1166(NY GEOD S) 1937 WAS RESET IN DIFFERENT LOCATIONS BY
 OF1442'MONROE COUNTY DEPARTMENT OF PUBLIC WORKS ON 17 NOVEMBER 1959
 OF1442'AND ADDED LETTER A TO STAMPING.  ELEVATION WAS ALSO CHANGED.
 OF1442
 OF1442                          STATION RECOVERY (1972)
 OF1442
 OF1442'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1442'THE MARK IS DESTROYED.  TOP OF MONUMENT IS BROKEN OFF.
 OF1442
 OF1442                          STATION RECOVERY (1994)
 OF1442
 OF1442'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0372 ***********************************************************************
 KV0372  DESIGNATION -  1166 BOR
 KV0372  PID         -  KV0372
 KV0372  STATE/COUNTY-  NY/RICHMOND
 KV0372  USGS QUAD   -  ARTHUR KILL (1981)
 KV0372
 KV0372                         *CURRENT SURVEY CONTROL
 KV0372  ___________________________________________________________________
 KV0372* NAD 83(1986)-  40 32 32.     (N)    074 08 45.     (W)     SCALED    
 KV0372* NAVD 88     -         9.561  (meters)      31.37   (feet)  ADJUSTED  
 KV0372  ___________________________________________________________________
 KV0372  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV0372  DYNAMIC HT  -           9.557 (meters)      31.35  (feet)  COMP
 KV0372  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 KV0372
 KV0372  VERT ORDER  -  FIRST     CLASS II
 KV0372
 KV0372.The horizontal coordinates were scaled from a topographic map and have
 KV0372.an estimated accuracy of +/- 6 seconds.
 KV0372
 KV0372.The orthometric height was determined by differential leveling
 KV0372.and adjusted by the National Geodetic Survey in June 1991..
 KV0372
 KV0372.The geoid height was determined by GEOID03.
 KV0372
 KV0372.The dynamic height is computed by dividing the NAVD 88
 KV0372.geopotential number by the normal gravity value computed on the
 KV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0372.degrees latitude (g = 980.6199 gals.).
 KV0372
 KV0372.The modeled gravity was interpolated from observed gravity values.
 KV0372
 KV0372;                    North         East    Units  Estimated Accuracy
 KV0372;SPC NY L     -    41,710.      287,650.      MT  (+/- 180 meters Scaled)
 KV0372
 KV0372                          SUPERSEDED SURVEY CONTROL
 KV0372
 KV0372  NGVD 29 (04/16/92)    9.887  (m)           32.44   (f) ADJUSTED    1 2
 KV0372
 KV0372.Superseded values are not recommended for survey control.
 KV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0372.See file dsdata.txt to determine how the superseded data were derived.
 KV0372
 KV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK723882(NAD 83)
 KV0372_MARKER: Q = CHISELED SQUARE
 KV0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0372_SP_SET: CON FOUNDATION
 KV0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0372
 KV0372  HISTORY     - Date     Condition        Report By
 KV0372  HISTORY     - 1952     MONUMENTED       NY-085
 KV0372  HISTORY     - 1952     GOOD             CGS
 KV0372
 KV0372                          STATION DESCRIPTION
 KV0372
 KV0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0372'AT STATEN ISLAND.
 KV0372'ON STATEN ISLAND, AT GREAT KILLS, AT THE INTERSECTION OF HYLAN
 KV0372'BOULEVARD AND NELSON AVENUE, IN THE SOUTHEAST QUARTER OF
 KV0372'INTERSECTION, AN OUTLINE SQUARE ON TOP OF CONCRETE FOUNDATION
 KV0372'PROTRUDING 2 1/2 INCHES NORTH OF NORTH FACE OF BUILDING NO. 301
 KV0372'NELSON AVENUE, 9.8 FEET EAST OF NORTHWEST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0286 ***********************************************************************
 NC0286  DESIGNATION -  116.86
 NC0286  PID         -  NC0286
 NC0286  STATE/COUNTY-  NY/CATTARAUGUS
 NC0286  USGS QUAD   -  LIMESTONE (1976)
 NC0286
 NC0286                         *CURRENT SURVEY CONTROL
 NC0286  ___________________________________________________________________
 NC0286* NAD 83(1986)-  42 02 07.     (N)    078 37 58.     (W)     SCALED    
 NC0286* NAVD 88     -       426.153  (meters)    1398.14   (feet)  ADJUSTED  
 NC0286  ___________________________________________________________________
 NC0286  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 NC0286  DYNAMIC HT  -         425.986 (meters)    1397.59  (feet)  COMP
 NC0286  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 NC0286
 NC0286  VERT ORDER  -  FIRST     CLASS I
 NC0286
 NC0286.The horizontal coordinates were scaled from a topographic map and have
 NC0286.an estimated accuracy of +/- 6 seconds.
 NC0286
 NC0286.The orthometric height was determined by differential leveling
 NC0286.and adjusted by the National Geodetic Survey in June 1991..
 NC0286
 NC0286.The geoid height was determined by GEOID03.
 NC0286
 NC0286.The dynamic height is computed by dividing the NAVD 88
 NC0286.geopotential number by the normal gravity value computed on the
 NC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0286.degrees latitude (g = 980.6199 gals.).
 NC0286
 NC0286.The modeled gravity was interpolated from observed gravity values.
 NC0286
 NC0286;                    North         East    Units  Estimated Accuracy
 NC0286;SPC NY W     -   226,010.      345,910.      MT  (+/- 180 meters Scaled)
 NC0286
 NC0286                          SUPERSEDED SURVEY CONTROL
 NC0286
 NC0286  NGVD 29 (??/??/92)  426.305  (m)         1398.64   (f) ADJ UNCH    1 1
 NC0286
 NC0286.Superseded values are not recommended for survey control.
 NC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0286.See file dsdata.txt to determine how the superseded data were derived.
 NC0286
 NC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG959564(NAD 83)
 NC0286_MARKER: DD = SURVEY DISK
 NC0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0286_SP_SET: BRIDGE ABUTMENT
 NC0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0286+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 NC0286
 NC0286  HISTORY     - Date     Condition        Report By
 NC0286  HISTORY     - UNK      MONUMENTED       BORR
 NC0286  HISTORY     - 1967     GOOD             NGS
 NC0286  HISTORY     - 20010608 GOOD             INDIV
 NC0286  HISTORY     - 20041127 GOOD             USPSQD
 NC0286  HISTORY     - 20060531 GOOD             USPSQD
 NC0286
 NC0286                          STATION DESCRIPTION
 NC0286
 NC0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0286'0.85 MI N FROM LIMESTONE.
 NC0286'ABOUT 0.85 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0286'CROSSING OF LIMESTONE RUN ROAD AT LIMESTONE, SET ON THE TOP OF THE
 NC0286'EAST END OF THE NORTH STONE BRIDGE SEAT FOR THE NORTH ABUTMENT OF
 NC0286'BRIDGE NO. 116-86 OVER LEONARD BROOK, 6.4 FEET WEST OF THE EAST END OF
 NC0286'THE BRIDGE SEAT, 4 FEET EAST OF THE EAST RAIL OF TRACK AND 4 1/2 FEET
 NC0286'BELOW THE LEVEL OF THE TRACK.
 NC0286
 NC0286                          STATION RECOVERY (2001)
 NC0286
 NC0286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MJT)
 NC0286'RECOVERED AS DESCRIBED
 NC0286
 NC0286                          STATION RECOVERY (2004)
 NC0286
 NC0286'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC0286'RECOVERED IN GOOD CONDITION.
 NC0286
 NC0286                          STATION RECOVERY (2006)
 NC0286
 NC0286'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1156 ***********************************************************************
 NA1156  DESIGNATION -  1169
 NA1156  PID         -  NA1156
 NA1156  STATE/COUNTY-  NY/OTSEGO
 NA1156  USGS QUAD   -  MT VISION (1994)
 NA1156
 NA1156                         *CURRENT SURVEY CONTROL
 NA1156  ___________________________________________________________________
 NA1156* NAD 83(1986)-  42 34 46.     (N)    075 03 30.     (W)     SCALED    
 NA1156* NAVD 88     -       356.141  (meters)    1168.44   (feet)  ADJUSTED  
 NA1156  ___________________________________________________________________
 NA1156  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 NA1156  DYNAMIC HT  -         356.017 (meters)    1168.03  (feet)  COMP
 NA1156  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 NA1156
 NA1156  VERT ORDER  -  SECOND    CLASS 0
 NA1156
 NA1156.The horizontal coordinates were scaled from a topographic map and have
 NA1156.an estimated accuracy of +/- 6 seconds.
 NA1156
 NA1156.The orthometric height was determined by differential leveling
 NA1156.and adjusted by the National Geodetic Survey in June 1991..
 NA1156
 NA1156.The geoid height was determined by GEOID03.
 NA1156
 NA1156.The dynamic height is computed by dividing the NAVD 88
 NA1156.geopotential number by the normal gravity value computed on the
 NA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1156.degrees latitude (g = 980.6199 gals.).
 NA1156
 NA1156.The modeled gravity was interpolated from observed gravity values.
 NA1156
 NA1156;                    North         East    Units  Estimated Accuracy
 NA1156;SPC NY E     -   416,110.      104,170.      MT  (+/- 180 meters Scaled)
 NA1156
 NA1156                          SUPERSEDED SURVEY CONTROL
 NA1156
 NA1156  NGVD 29 (??/??/92)  356.263  (m)         1168.84   (f) ADJ UNCH    2 0
 NA1156
 NA1156.Superseded values are not recommended for survey control.
 NA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1156.See file dsdata.txt to determine how the superseded data were derived.
 NA1156
 NA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN952141(NAD 83)
 NA1156_MARKER: DD = SURVEY DISK
 NA1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1156_SP_SET: WALL
 NA1156_STAMPING: 1169 N.Y. 1909
 NA1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1156
 NA1156  HISTORY     - Date     Condition        Report By
 NA1156  HISTORY     - 1909     MONUMENTED       USGS
 NA1156  HISTORY     - 1942     GOOD             NGS
 NA1156
 NA1156                          STATION DESCRIPTION
 NA1156
 NA1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1156'AT MT. VISION.
 NA1156'AT THE FIRST BAPTIST CHURCH IN MT. VISION.  A U.S.G.S. DISK, SET
 NA1156'VERTICALLY, IN THE SOUTH CONCRETE FOUNDATION WALL, 0.6 FOOT WEST OF
 NA1156'THE SOUTHEAST CORNER, AND 1.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0610 ***********************************************************************
 OE0610  DESIGNATION -  1172
 OE0610  PID         -  OE0610
 OE0610  STATE/COUNTY-  NY/ONEIDA
 OE0610  USGS QUAD   -  REMSEN (1979)
 OE0610
 OE0610                         *CURRENT SURVEY CONTROL
 OE0610  ___________________________________________________________________
 OE0610* NAD 83(1986)-  43 19 32.     (N)    075 11 08.     (W)     SCALED    
 OE0610* NAVD 88     -       356.955  (meters)    1171.11   (feet)  ADJUSTED  
 OE0610  ___________________________________________________________________
 OE0610  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 OE0610  DYNAMIC HT  -         356.859 (meters)    1170.79  (feet)  COMP
 OE0610  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 OE0610
 OE0610  VERT ORDER  -  FIRST     CLASS I
 OE0610
 OE0610.The horizontal coordinates were scaled from a topographic map and have
 OE0610.an estimated accuracy of +/- 6 seconds.
 OE0610
 OE0610.The orthometric height was determined by differential leveling
 OE0610.and adjusted by the National Geodetic Survey in June 1991..
 OE0610.WARNING-Repeat measurements at this control monument indicate possible
 OE0610.vertical movement.
 OE0610
 OE0610.The geoid height was determined by GEOID03.
 OE0610
 OE0610.The dynamic height is computed by dividing the NAVD 88
 OE0610.geopotential number by the normal gravity value computed on the
 OE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0610.degrees latitude (g = 980.6199 gals.).
 OE0610
 OE0610.The modeled gravity was interpolated from observed gravity values.
 OE0610
 OE0610;                    North         East    Units  Estimated Accuracy
 OE0610;SPC NY C     -   370,290.      363,370.      MT  (+/- 180 meters Scaled)
 OE0610
 OE0610                          SUPERSEDED SURVEY CONTROL
 OE0610
 OE0610  NGVD 29 (??/??/92)  357.058  (m)         1171.45   (f) ADJ UNCH    1 1
 OE0610
 OE0610.Superseded values are not recommended for survey control.
 OE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0610.See file dsdata.txt to determine how the superseded data were derived.
 OE0610
 OE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN849969(NAD 83)
 OE0610_MARKER: DD = SURVEY DISK
 OE0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0610_SP_SET: WALL COPING
 OE0610_STAMPING: 1172
 OE0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0610+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 OE0610
 OE0610  HISTORY     - Date     Condition        Report By
 OE0610  HISTORY     - UNK      MONUMENTED       USGS
 OE0610  HISTORY     - 1975     GOOD             NGS
 OE0610  HISTORY     - 20020601 GOOD             USPSQD
 OE0610  HISTORY     - 20050729 GOOD             NYDT
 OE0610
 OE0610                          STATION DESCRIPTION
 OE0610
 OE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0610'0.05 MI S FROM REMSEN.
 OE0610'0.05 MILE SOUTH ALONG THE RAILROAD FROM THE CROSSING OF PINE STREET AT
 OE0610'REMSEN, SET VERTICALLY IN THE NORTH FACE OF THE COPING AT THE NORTH
 OE0610'END OF A STONE RETAINING WALL, 8 FEET WEST OF THE WEST RAIL AND ABOUT
 OE0610'1 FOOT ABOVE THE LEVEL OF THE TRACKS.
 OE0610
 OE0610                          STATION RECOVERY (2002)
 OE0610
 OE0610'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0610'RECOVERED IN GOOD CONDITION.
 OE0610
 OE0610                          STATION RECOVERY (2005)
 OE0610
 OE0610'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0380 ***********************************************************************
 KV0380  DESIGNATION -  1173 BOR
 KV0380  PID         -  KV0380
 KV0380  STATE/COUNTY-  NY/RICHMOND
 KV0380  USGS QUAD   -  THE NARROWS (1981)
 KV0380
 KV0380                         *CURRENT SURVEY CONTROL
 KV0380  ___________________________________________________________________
 KV0380* NAD 83(1986)-  40 33 37.     (N)    074 07 12.     (W)     SCALED    
 KV0380* NAVD 88     -         2.224  (meters)       7.30   (feet)  ADJUSTED  
 KV0380  ___________________________________________________________________
 KV0380  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0380  DYNAMIC HT  -           2.223 (meters)       7.29  (feet)  COMP
 KV0380  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 KV0380
 KV0380  VERT ORDER  -  FIRST     CLASS II
 KV0380
 KV0380.The horizontal coordinates were scaled from a topographic map and have
 KV0380.an estimated accuracy of +/- 6 seconds.
 KV0380
 KV0380.The orthometric height was determined by differential leveling
 KV0380.and adjusted by the National Geodetic Survey in June 1991..
 KV0380
 KV0380.The geoid height was determined by GEOID03.
 KV0380
 KV0380.The dynamic height is computed by dividing the NAVD 88
 KV0380.geopotential number by the normal gravity value computed on the
 KV0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0380.degrees latitude (g = 980.6199 gals.).
 KV0380
 KV0380.The modeled gravity was interpolated from observed gravity values.
 KV0380
 KV0380;                    North         East    Units  Estimated Accuracy
 KV0380;SPC NY L     -    43,720.      289,840.      MT  (+/- 180 meters Scaled)
 KV0380
 KV0380                          SUPERSEDED SURVEY CONTROL
 KV0380
 KV0380  NGVD 29 (04/16/92)    2.553  (m)            8.38   (f) ADJUSTED    1 2
 KV0380
 KV0380.Superseded values are not recommended for survey control.
 KV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0380.See file dsdata.txt to determine how the superseded data were derived.
 KV0380
 KV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK744903(NAD 83)
 KV0380_MARKER: Q = CHISELED SQUARE
 KV0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0380_SP_SET: CATCH BASIN
 KV0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0380
 KV0380  HISTORY     - Date     Condition        Report By
 KV0380  HISTORY     - 1952     MONUMENTED       NY-085
 KV0380  HISTORY     - 1952     GOOD             CGS
 KV0380
 KV0380                          STATION DESCRIPTION
 KV0380
 KV0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0380'AT STATEN ISLAND.
 KV0380'ON STATEN ISLAND, AT OAKWOOD, AT THE INTERSECTION OF HYLAN
 KV0380'BOULEVARD AND GUYON STREET, AN OUTLINE SQUARE IN THE TOP OF THE
 KV0380'NORTH EDGE OF SOUTH CURB OF HYLAN BOULEVARD DIRECTLY OVER CENTER
 KV0380'OF A CATCH BASIN, 6 FEET WEST OF CONCRETE BASE OF A TRAFFIC
 KV0380'SIGNAL LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0384 ***********************************************************************
 KV0384  DESIGNATION -  1175 BOR
 KV0384  PID         -  KV0384
 KV0384  STATE/COUNTY-  NY/RICHMOND
 KV0384  USGS QUAD   -  THE NARROWS (1981)
 KV0384
 KV0384                         *CURRENT SURVEY CONTROL
 KV0384  ___________________________________________________________________
 KV0384* NAD 83(1986)-  40 34 08.     (N)    074 06 40.     (W)     SCALED    
 KV0384* NAVD 88     -         5.421  (meters)      17.79   (feet)  ADJUSTED  
 KV0384  ___________________________________________________________________
 KV0384  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0384  DYNAMIC HT  -           5.419 (meters)      17.78  (feet)  COMP
 KV0384  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 KV0384
 KV0384  VERT ORDER  -  FIRST     CLASS II
 KV0384
 KV0384.The horizontal coordinates were scaled from a topographic map and have
 KV0384.an estimated accuracy of +/- 6 seconds.
 KV0384
 KV0384.The orthometric height was determined by differential leveling
 KV0384.and adjusted by the National Geodetic Survey in June 1991..
 KV0384
 KV0384.The geoid height was determined by GEOID03.
 KV0384
 KV0384.The dynamic height is computed by dividing the NAVD 88
 KV0384.geopotential number by the normal gravity value computed on the
 KV0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0384.degrees latitude (g = 980.6199 gals.).
 KV0384
 KV0384.The modeled gravity was interpolated from observed gravity values.
 KV0384
 KV0384;                    North         East    Units  Estimated Accuracy
 KV0384;SPC NY L     -    44,670.      290,590.      MT  (+/- 180 meters Scaled)
 KV0384
 KV0384                          SUPERSEDED SURVEY CONTROL
 KV0384
 KV0384  NGVD 29 (04/16/92)    5.751  (m)           18.87   (f) ADJUSTED    1 2
 KV0384
 KV0384.Superseded values are not recommended for survey control.
 KV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0384.See file dsdata.txt to determine how the superseded data were derived.
 KV0384
 KV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK752912(NAD 83)
 KV0384_MARKER: Q = CHISELED SQUARE
 KV0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0384_SP_SET: DOOR SILL
 KV0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0384
 KV0384  HISTORY     - Date     Condition        Report By
 KV0384  HISTORY     - 1952     MONUMENTED       NY-085
 KV0384  HISTORY     - 1952     GOOD             CGS
 KV0384  HISTORY     - 1985     GOOD             USPSQD
 KV0384  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 KV0384  HISTORY     - 19960724 MARK NOT FOUND   USPSQD
 KV0384
 KV0384                          STATION DESCRIPTION
 KV0384
 KV0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0384'AT STATEN ISLAND.
 KV0384'ON STATEN ISLAND, AT NEW DORP, AT THE JUNCTION OF HYLAN BOULEVARD
 KV0384'AND ROSE AVENUE, IN THE NORTH QUARTER OF JUNCTION, AN OUTLINE
 KV0384'SQUARE IN THE DOOR SILL OF SOUTHEAST ENTRANCE TO D.W.S. PUMPING
 KV0384'STATION BUILDING, 1/2 FOOT NORTHEAST OF CENTER OF ENTRANCE.
 KV0384
 KV0384                          STATION RECOVERY (1985)
 KV0384
 KV0384'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0384'RECOVERED IN GOOD CONDITION.
 KV0384
 KV0384                          STATION RECOVERY (1994)
 KV0384
 KV0384'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0384'MARK NOT FOUND.
 KV0384
 KV0384                          STATION RECOVERY (1996)
 KV0384
 KV0384'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1455 ***********************************************************************
 OF1455  DESIGNATION -  1178
 OF1455  PID         -  OF1455
 OF1455  STATE/COUNTY-  NY/ONTARIO
 OF1455  USGS QUAD   -  FAIRPORT (1978)
 OF1455
 OF1455                         *CURRENT SURVEY CONTROL
 OF1455  ___________________________________________________________________
 OF1455* NAD 83(1996)-  43 02 04.45803(N)    077 25 23.24779(W)     ADJUSTED  
 OF1455* NAVD 88     -       281.76   (+/-2cm)     924.4    (feet)  VERTCON   
 OF1455  ___________________________________________________________________
 OF1455  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OF1455  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OF1455
 OF1455  HORZ ORDER  -  SECOND
 OF1455  VERT ORDER  -  THIRD ? (See Below)
 OF1455
 OF1455.The horizontal coordinates were established by classical geodetic methods
 OF1455.and adjusted by the National Geodetic Survey in January 1999..
 OF1455
 OF1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1455.The vertical order pertains to the NGVD 29 superseded value.
 OF1455
 OF1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1455
 OF1455.The geoid height was determined by GEOID03.
 OF1455
 OF1455;                    North         East     Units Scale Factor Converg.
 OF1455;SPC NY C     -   337,352.739   181,565.134   MT  0.99999509   -0 34 23.3
 OF1455;SPC NY C     - 1,106,798.11    595,684.94   sFT  0.99999509   -0 34 23.3
 OF1455;SPC NY W     -   337,663.777   444,546.049   MT  1.00004743   +0 47 30.6
 OF1455;SPC NY W     - 1,107,818.58  1,458,481.50   sFT  1.00004743   +0 47 30.6
 OF1455;UTM  18      - 4,767,503.411   302,601.761   MT  1.00007938   -1 39 15.0
 OF1455
 OF1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1455!SPC NY C     -   0.99996133  x   0.99999509  =   0.99995642
 OF1455!SPC NY W     -   0.99996133  x   1.00004743  =   1.00000876
 OF1455!UTM  18      -   0.99996133  x   1.00007938  =   1.00004070
 OF1455
 OF1455|---------------------------------------------------------------------|
 OF1455| PID    Reference Object                     Distance      Geod. Az  |
 OF1455|                                                           dddmmss.s |
 OF1455| OF1438 TURKS HILL 2                        202.024 METERS 01040     |
 OF1455| NB1904 1178 AZIMUTH MCGS 1969              APPROX. 4.9 KM 2075832.7 |
 OF1455|---------------------------------------------------------------------|
 OF1455
 OF1455                          SUPERSEDED SURVEY CONTROL
 OF1455
 OF1455  NAD 83(1986)-  43 02 04.46666(N)    077 25 23.24533(W) AD(       ) 2
 OF1455  NAD 27      -  43 02 04.23769(N)    077 25 24.27126(W) AD(       ) 2
 OF1455  NGVD 29 (07/19/86)  281.92   (m)          924.9    (f) LEVELING    3  
 OF1455
 OF1455.Superseded values are not recommended for survey control.
 OF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1455.See file dsdata.txt to determine how the superseded data were derived.
 OF1455
 OF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0260267503(NAD 83)
 OF1455_MARKER: DD = SURVEY DISK
 OF1455_SETTING: 0 = UNSPECIFIED SETTING
 OF1455
 OF1455  HISTORY     - Date     Condition        Report By
 OF1455  HISTORY     - UNK      MONUMENTED       NYGS
 OF1455  HISTORY     - 1943     GOOD             CGS
 OF1455  HISTORY     - 1969     GOOD             CGS
 OF1455
 OF1455                          STATION DESCRIPTION
 OF1455
 OF1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 OF1455'IN VICTOR, 640 FEET WEST OF THAYER ROAD, 545.62 FEET SOUTHEAST
 OF1455'OF CONCRETE MARKER AT INTERSECTION OF COUNTY LINE WITH FIRST
 OF1455'FENCE WEST OF THAYER ROAD, 541.14 FEET EAST OF CONCRETE MARKER
 OF1455'IN FENCE LINE, 52.98 FEET SOUTH OF FIRST CONCRETE MARKER, AND
 OF1455'53 FEET SOUTH OF COUNTY LINE.  STATION IS A U.S.C. AND G.S. AND
 OF1455'STATE SURVEY STANDARD DISK IN CONCRETE AND 24 INCHES BELOW
 OF1455'GROUND.
 OF1455
 OF1455                          STATION RECOVERY (1969)
 OF1455
 OF1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1455'ORIGINAL DESCRIPTION INADEQUATE NEW DESCRIPTION AS FOLLOWS--
 OF1455'
 OF1455'IN PERINTON 0.4 MILE SOUTH OF STEELE ROAD.
 OF1455'
 OF1455'66.3 FEET SOUTH OF STATION TURK HILL 2.
 OF1455'
 OF1455'422.0 FEET SOUTHWEST OF INTERSECTION OF CENTERLINE OF THAYER
 OF1455'ROAD. AND DRIVEWAY TO HOUSE ON EAST SIDE OF THAYER ROAD.
 OF1455'
 OF1455'97.0 FEET SOUTH OF SOUTH RANGELINE OF HOUSE.
 OF1455'
 OF1455'5.6 FEET WEST OF RANGELINE FROM RADIO TOWER, OVER BARN AND THRU
 OF1455'CENTER OF DOUBLE BOLE, 12 INCH WALNUT TREE.
 OF1455'
 OF1455'4.1 FEET EAST OF WITNESS POST.
 OF1455'
 OF1455'255.0 FEET SOUTHEAST OF A 36 INCH DOUBLE WALNUT TREE.
 OF1455'
 OF1455'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1455'STANDARD DISK IN CONCRETE 1 FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1904 ***********************************************************************
 NB1904  DESIGNATION -  1178 AZIMUTH MCGS 1969
 NB1904  PID         -  NB1904
 NB1904  STATE/COUNTY-  NY/MONROE
 NB1904  USGS QUAD   -  VICTOR (1978)
 NB1904
 NB1904                         *CURRENT SURVEY CONTROL
 NB1904  ___________________________________________________________________
 NB1904* NAD 83(1996)-  42 59 44.13719(N)    077 27 04.77770(W)     ADJUSTED  
 NB1904* NAVD 88     -       194.2    (meters)     637.     (feet)  VERTCON   
 NB1904  ___________________________________________________________________
 NB1904  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 NB1904  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 NB1904
 NB1904  HORZ ORDER  -  SECOND
 NB1904
 NB1904.The horizontal coordinates were established by classical geodetic methods
 NB1904.and adjusted by the National Geodetic Survey in January 1999..
 NB1904
 NB1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1904
 NB1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1904
 NB1904.The geoid height was determined by GEOID03.
 NB1904
 NB1904;                    North         East     Units Scale Factor Converg.
 NB1904;SPC NY W     -   333,302.424   442,306.138   MT  1.00004228   +0 46 19.3
 NB1904;SPC NY W     - 1,093,509.70  1,451,132.72   sFT  1.00004228   +0 46 19.3
 NB1904;SPC NY C     -   333,046.165   179,222.117   MT  0.99999911   -0 35 31.0
 NB1904;SPC NY C     - 1,092,668.96    587,997.90   sFT  0.99999911   -0 35 31.0
 NB1904;UTM  18      - 4,763,241.417   300,177.726   MT  1.00009123   -1 40 20.0
 NB1904
 NB1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1904!SPC NY W     -   0.99997503  x   1.00004228  =   1.00001731
 NB1904!SPC NY C     -   0.99997503  x   0.99999911  =   0.99997414
 NB1904!UTM  18      -   0.99997503  x   1.00009123  =   1.00006626
 NB1904
 NB1904:                Primary Azimuth Mark                     Grid Az
 NB1904:SPC NY W     -  1178                                     027 11 04.1
 NB1904:SPC NY C     -  1178                                     028 32 54.4
 NB1904:UTM  18      -  1178                                     029 37 43.4
 NB1904
 NB1904|---------------------------------------------------------------------|
 NB1904| PID    Reference Object                     Distance      Geod. Az  |
 NB1904|                                                           dddmmss.s |
 NB1904| OF1455 1178                                APPROX. 4.9 KM 0275723.4 |
 NB1904|---------------------------------------------------------------------|
 NB1904
 NB1904                          SUPERSEDED SURVEY CONTROL
 NB1904
 NB1904  NAD 83(1986)-  42 59 44.14583(N)    077 27 04.77505(W) AD(       ) 2
 NB1904  NAD 27      -  42 59 43.91618(N)    077 27 05.79835(W) AD(       ) 2
 NB1904  NGVD 29 (07/19/86)  194.4    (m)          638.     (f) VERT ANG       
 NB1904
 NB1904.Superseded values are not recommended for survey control.
 NB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1904.See file dsdata.txt to determine how the superseded data were derived.
 NB1904
 NB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0017863241(NAD 83)
 NB1904_MARKER: DD = SURVEY DISK
 NB1904_SETTING: 0 = UNSPECIFIED SETTING
 NB1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1904+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 NB1904
 NB1904  HISTORY     - Date     Condition        Report By
 NB1904  HISTORY     - 1969     MONUMENTED       NY-055
 NB1904  HISTORY     - 1990     GOOD             USPSQD
 NB1904  HISTORY     - 20020306 GOOD             INDIV
 NB1904
 NB1904                          STATION DESCRIPTION
 NB1904
 NB1904'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1904'IN VICTOR, ONTARIO COUNTY.
 NB1904'
 NB1904'IN VICTOR HEIGHTS APARTMENT COMPLEX ALONG RT. 251 (MAIN STREET).
 NB1904'
 NB1904'1.1 MILE WEST OF HIGH STREET, TURN SOUTH ON T ROAD INTO VICTOR
 NB1904'HEIGHTS APARTMENT COMPLEX.
 NB1904'
 NB1904'3.0 MILES SOUTH OF STATION TURKS HILL 2, 1939.
 NB1904'
 NB1904'82.3 FEET SOUTH OF FIRE HYDRANT.
 NB1904'
 NB1904'3.0 FEET SOUTH OF SOUTH CURB AT APT. 5678.
 NB1904'
 NB1904'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 NB1904'DISK STAMPED 1178AZ IN THE CONCRETE WALK.
 NB1904
 NB1904                          STATION RECOVERY (1990)
 NB1904
 NB1904'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1904'RECOVERED IN GOOD CONDITION.
 NB1904
 NB1904                          STATION RECOVERY (2002)
 NB1904
 NB1904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RJB)
 NB1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1891 ***********************************************************************
 OE1891  DESIGNATION -  117=PROSPECT RESET
 OE1891  PID         -  OE1891
 OE1891  STATE/COUNTY-  NY/ONEIDA
 OE1891  USGS QUAD   -  CLINTON (1955)
 OE1891
 OE1891                         *CURRENT SURVEY CONTROL
 OE1891  ___________________________________________________________________
 OE1891* NAD 83(1996)-  43 02 15.37375(N)    075 26 39.09983(W)     ADJUSTED  
 OE1891* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 OE1891  ___________________________________________________________________
 OE1891  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 OE1891  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 OE1891
 OE1891  HORZ ORDER  -  FIRST
 OE1891
 OE1891.The horizontal coordinates were established by classical geodetic methods
 OE1891.and adjusted by the National Geodetic Survey in January 1999..
 OE1891
 OE1891.The orthometric height was scaled from a topographic map.
 OE1891
 OE1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1891
 OE1891.The geoid height was determined by GEOID03.
 OE1891
 OE1891;                    North         East     Units Scale Factor Converg.
 OE1891;SPC NY C     -   337,977.097   342,824.455   MT  1.00004346   +0 46 39.0
 OE1891;SPC NY C     - 1,108,846.53  1,124,749.90   sFT  1.00004346   +0 46 39.0
 OE1891;UTM  18      - 4,765,086.375   463,816.508   MT  0.99961611   -0 18 11.4
 OE1891
 OE1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1891!SPC NY C     -   0.99993923  x   1.00004346  =   0.99998269
 OE1891!UTM  18      -   0.99993923  x   0.99961611  =   0.99955536
 OE1891
 OE1891:                Primary Azimuth Mark                     Grid Az
 OE1891:SPC NY C     -  CLINTON HAMILTON COLL CHAPEL             062 19 11.6
 OE1891:UTM  18      -  CLINTON HAMILTON COLL CHAPEL             063 24 02.0
 OE1891
 OE1891|---------------------------------------------------------------------|
 OE1891| PID    Reference Object                     Distance      Geod. Az  |
 OE1891|                                                           dddmmss.s |
 OE1891| OE1895 CLINTON HAMILTON COLL CHAPEL        APPROX. 3.5 KM 0630550.6 |
 OE1891| CZ4172 PROSPECT 117 RM 1                    21.800 METERS 14736     |
 OE1891| CZ4171 PROSPECT 117 AZ MK                                 2182722.5 |
 OE1891| CZ4173 PROSPECT 117 RM 2                    16.713 METERS 22947     |
 OE1891| OE1947 VERNON CENTER PRESB CH SPIRE        APPROX. 5.0 KM 2901847.7 |
 OE1891| OE1944 VERONA AIR BEACON                   APPROX.13.4 KM 3111753.4 |
 OE1891|---------------------------------------------------------------------|
 OE1891
 OE1891                          SUPERSEDED SURVEY CONTROL
 OE1891
 OE1891  NAD 83(1986)-  43 02 15.37800(N)    075 26 39.09860(W) AD(       ) 1
 OE1891  NAD 27      -  43 02 15.13100(N)    075 26 40.47400(W) AD(       ) 1
 OE1891
 OE1891.Superseded values are not recommended for survey control.
 OE1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1891.See file dsdata.txt to determine how the superseded data were derived.
 OE1891
 OE1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN6381765086(NAD 83)
 OE1891_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1891
 OE1891  HISTORY     - Date     Condition        Report By
 OE1891  HISTORY     - 1942     MONUMENTED       CGS
 OE1891  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1891
 OE1891                          STATION DESCRIPTION
 OE1891
 OE1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1891'THE STATION IS LOCATED ABOUT 3.5 MILES SW OF CLINTON, AND 3.0
 OE1891'MILES SE OF VERNON CENTER, ON THE NW END OF A HIGH BARE HILL,
 OE1891'AND ON PROPERTY OWNED BY LINCOLN KITCHEN OF VERNON.  THE DISK IS
 OE1891'STAMPED PROSPECT N.Y.S.S. NO.117, 1879, 1942, AND PROJECTS 4
 OE1891'INCHES.
 OE1891'
 OE1891'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1891'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1891'
 OE1891'REFERENCE MARK NO.1 IS S OF THE STATION, ABOUT 4 FEET LOWER IN
 OE1891'ELEVATION THAN THE STATION.  THE DISK IS STAMPED PROSPECT
 OE1891'N.Y.S.S., NO.117, 1879, 1942, AND PROJECTS 3 INCHES.
 OE1891'
 OE1891'REFERENCE MARK NO.2 IS W OF THE STATION, ON THE W END OF THE
 OE1891'RIDGE, AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 OE1891'STATION.  THE DISK IS STAMPED PROSPECT N.Y.S.S., NO.117, NO.2,
 OE1891'1879, 1942, AND PROJECTS 3 INCHES.
 OE1891'
 OE1891'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW OF THE STATION, SET IN
 OE1891'THE SW END OF A TRIANGLE FORMED BY THE INTERSECTION OF FARM
 OE1891'ROAD JUNCTION, 15 FEET N OF A Y FORMED BY THE FARM ROADS, AND
 OE1891'60 FEET S OF THE GATE TO A SMALL CEMETERY ON THE N.  THE DISK
 OE1891'IS STAMPED PROSPECT N.Y.S.S., NO.117, 1879, 1942, AND PROJECTS
 OE1891'3 INCHES.  TO REACH FROM THE STATION GO W TO DIRT ROAD TURN
 OE1891'LEFT AND GO S ON GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE
 OE1891'RIGHT.
 OE1891'
 OE1891'TO REACH THE STATION FROM THE POST OFFICE IN VERNON CENTER.  GO
 OE1891'S ON STATE ROUTE 234 FOR 0.2 MILE TO THE VILLAGE CIRCLE.  BEAR
 OE1891'LEFT AROUND CIRCLE FOR 0.1 MILE TO A MACADAM SIDE ROAD LEFT AND
 OE1891'SIGN CLINTON-5 MI.  TURN LEFT AND GO SE ON MACADAM ROAD FOR
 OE1891'2.9 MILES TO CROSSROADS.  TURN RIGHT AND GO W ON MACADAM ROAD
 OE1891'FOR 0.3 MILE TO A FORKS.  BEAR LEFT AND CONTINUE W FOR 0.45 MILE
 OE1891'TO CROSSROADS.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.5
 OE1891'MILE TO A FARM ROAD, LEFT.  LEFT 0.1 MI. (S) TO THE TOP OF THE
 OE1891'RIDGE AND A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO NE FOR
 OE1891'ABOUT 200 FEET TO THE HIGHEST POINT AND STATION.
 OE1891'
 OE1891'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 OE1891'
 OE1891'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OE1891
 OE1891                          STATION RECOVERY (1974)
 OE1891
 OE1891'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1891'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, EXCEPT
 OE1891'THAT THE RM 2 DISK HAS BEEN PRIED UP SLIGHTLY ON ONE SIDE IN AN
 OE1891'ATTEMPT TO REMOVE IT.  DISTANCE AND ANGLE TO RMS AND AZIMUTH
 OE1891'MARK WERE NOT CHECKED.  STATION HAS OPEN VIEW FROM SOUTHEAST
 OE1891'AROUND CLOCKWISE TO NORTHEAST.  30-FOOT TREES BLOCK THE
 OE1891'REMAINING QUADRANT.
 OE1891'
 OE1891'STATION MARK IS A STANDARD DISK STAMPED PROSPECT NO 117 NYSS
 OE1891'1879 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OE1891'PROJECTING 1 IN.
 OE1891'
 OE1891'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PROSPECT
 OE1891'NO 117 NYSS 1879 NO 1 1942, SET IN A SQUARE CONCRETE MONUMENT
 OE1891'PROJECTING 2 INCHES.
 OE1891'
 OE1891'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PROSPECT
 OE1891'NO 117 NYSS 1879 NO 2 1942, SET IN A SQUARE CONCRETE MONUMENT
 OE1891'PROJECTING 1 INCH.
 OE1891'
 OE1891'AZIMUTH MARK IS A STANDARD DISK STAMPED PROSPECT NO 117 NYSS
 OE1891'1879 1942, SET IN A SQUARE CONCRETE MONUMENT PROJECTING 4
 OE1891'INCHES.  IT IS 7 FEET SOUTH OF A HUGE BOULDER, ON A GRASSY AREA
 OE1891'HIGHER THAN ROAD, AND 69 FEET SOUTH OF A CEMETERY GATE.
 OE1891'
 OE1891'TO REACH STATION FROM THE POST OFFICE IN FRANKLIN SPRINGS, GO
 OE1891'SW ON N.Y. RT. 12B FOR 1.45 MILES.  TAKE RIGHT FORK AND GO WEST
 OE1891'ON CHAMPION RD. FOR 1.7 MILES TO CROSSROAD.  GO RIGHT, NORTH, ON
 OE1891'SKYLINE DR. FOR 0.15 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE
 OE1891'NORTH FOR 0.4 MILE TO MACADAM ROAD RIGHT.  FOLLOW THIS ROAD
 OE1891'EAST AND NORTH 0.3 MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2035 ***********************************************************************
 OF2035  DESIGNATION -  118 MCGS 1969
 OF2035  PID         -  OF2035
 OF2035  STATE/COUNTY-  NY/MONROE
 OF2035  USGS QUAD   -  PITTSFORD (1978)
 OF2035
 OF2035                         *CURRENT SURVEY CONTROL
 OF2035  ___________________________________________________________________
 OF2035* NAD 83(1996)-  43 06 56.02989(N)    077 30 53.57916(W)     ADJUSTED  
 OF2035* NAVD 88     -       136.38   (+/-2cm)     447.4    (feet)  VERTCON   
 OF2035  ___________________________________________________________________
 OF2035  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 OF2035  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2035
 OF2035  HORZ ORDER  -  SECOND
 OF2035  VERT ORDER  -  THIRD ? (See Below)
 OF2035
 OF2035.The horizontal coordinates were established by classical geodetic methods
 OF2035.and adjusted by the National Geodetic Survey in January 1999..
 OF2035
 OF2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2035.The vertical order pertains to the NGVD 29 superseded value.
 OF2035
 OF2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2035
 OF2035.The geoid height was determined by GEOID03.
 OF2035
 OF2035;                    North         East     Units Scale Factor Converg.
 OF2035;SPC NY W     -   346,561.826   436,953.917   MT  1.00003048   +0 43 49.1
 OF2035;SPC NY W     - 1,137,011.59  1,433,572.98   sFT  1.00003048   +0 43 49.1
 OF2035;UTM  18      - 4,776,718.141   295,396.178   MT  1.00011501   -1 43 10.0
 OF2035
 OF2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2035!SPC NY W     -   0.99998417  x   1.00003048  =   1.00001465
 OF2035!UTM  18      -   0.99998417  x   1.00011501  =   1.00009918
 OF2035
 OF2035                          SUPERSEDED SURVEY CONTROL
 OF2035
 OF2035  NAD 83(1986)-  43 06 56.03821(N)    077 30 53.57745(W) AD(       ) 2
 OF2035  NAD 27      -  43 06 55.81243(N)    077 30 54.58788(W) AD(       ) 2
 OF2035  NGVD 29 (07/19/86)  136.57   (m)          448.1    (f) LEVELING    3  
 OF2035
 OF2035.Superseded values are not recommended for survey control.
 OF2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2035.See file dsdata.txt to determine how the superseded data were derived.
 OF2035
 OF2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9539676718(NAD 83)
 OF2035_MARKER: DD = SURVEY DISK
 OF2035_SETTING: 0 = UNSPECIFIED SETTING
 OF2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2035
 OF2035  HISTORY     - Date     Condition        Report By
 OF2035  HISTORY     - 1969     MONUMENTED       CGS
 OF2035
 OF2035                          STATION DESCRIPTION
 OF2035
 OF2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2035'TOWN OF PITTSFORD
 OF2035'
 OF2035'AT INTERSECTION OF FAIRPORT ROAD AND ALLEN PARKWAY.
 OF2035'
 OF2035'5.9 FEET NORTH OF FAIRPORT ROAD (N.Y. 31F) PAVEMENT.
 OF2035'
 OF2035'150 + OR - FEET TO CENTER LINE OF PAVEMENT OF DRIVEWAY
 OF2035'TO ST. JOHN FISHER COLLEGE.
 OF2035'
 OF2035'33.4 FEET NORTHWEST OF POLE RTC6, RG AND E 5A400.
 OF2035'
 OF2035'37.7 FEET NORTHWEST OF SANITARY MANHOLE.
 OF2035'
 OF2035'62.0 FEET NORTHWEST OF MANHOLE IN FAIRPORT ROAD PAVEMENT.
 OF2035'
 OF2035'0.43 MILE SOUTH OF STATION MONDAY, 1969.
 OF2035'
 OF2035'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2035'118 IN THE TOP OF A CONCRETE POST IN CAST IRON CASE AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1548 ***********************************************************************
 OE1548  DESIGNATION -  118 USLS
 OE1548  PID         -  OE1548
 OE1548  STATE/COUNTY-  NY/OSWEGO
 OE1548  USGS QUAD   -  PANTHER LAKE (1959)
 OE1548
 OE1548                         *CURRENT SURVEY CONTROL
 OE1548  ___________________________________________________________________
 OE1548* NAD 83(1986)-  43 15 02.     (N)    075 59 53.     (W)     SCALED    
 OE1548* NAVD 88     -       119.801  (meters)     393.05   (feet)  ADJUSTED  
 OE1548  ___________________________________________________________________
 OE1548  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OE1548  DYNAMIC HT  -         119.773 (meters)     392.96  (feet)  COMP
 OE1548  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 OE1548
 OE1548  VERT ORDER  -  FIRST     CLASS II
 OE1548
 OE1548.The horizontal coordinates were scaled from a topographic map and have
 OE1548.an estimated accuracy of +/- 6 seconds.
 OE1548
 OE1548.The orthometric height was determined by differential leveling
 OE1548.and adjusted by the National Geodetic Survey in June 1991..
 OE1548
 OE1548.The geoid height was determined by GEOID03.
 OE1548
 OE1548.The dynamic height is computed by dividing the NAVD 88
 OE1548.geopotential number by the normal gravity value computed on the
 OE1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1548.degrees latitude (g = 980.6199 gals.).
 OE1548
 OE1548.The modeled gravity was interpolated from observed gravity values.
 OE1548
 OE1548;                    North         East    Units  Estimated Accuracy
 OE1548;SPC NY C     -   361,170.      297,530.      MT  (+/- 180 meters Scaled)
 OE1548
 OE1548                          SUPERSEDED SURVEY CONTROL
 OE1548
 OE1548  NGVD 29 (??/??/92)  119.991  (m)          393.67   (f) ADJ UNCH    1 2
 OE1548
 OE1548.Superseded values are not recommended for survey control.
 OE1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1548.See file dsdata.txt to determine how the superseded data were derived.
 OE1548
 OE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN189891(NAD 83)
 OE1548_MARKER: B = BOLT
 OE1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1548_SP_SET: CULVERT COPING
 OE1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1548
 OE1548  HISTORY     - Date     Condition        Report By
 OE1548  HISTORY     - UNK      MONUMENTED       USLS
 OE1548  HISTORY     - 1941     GOOD             NGS
 OE1548
 OE1548                          STATION DESCRIPTION
 OE1548
 OE1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OE1548'AT CONSTANTIA.
 OE1548'AT CONSTANTIA, OSWEGO COUNTY, 0.2 MILE EAST OF THE NEW YORK,
 OE1548'ONTARIO AND WESTERN RAILROAD STATION, NOW ABANDONED, AT CULVERT 395
 OE1548'OVER THE SECOND CREEK EAST OF THE STATION, IN THE COPING AT THE
 OE1548'NORTH END OF THE WEST ABUTMENT, 4.8 FEET NORTH OF THE NORTH RAIL,
 OE1548'AND 2.8 FEET LOWER THAN THE BASE OF THE RAIL. THE TOP OF A 3/8-INCH
 OE1548'BRASS BOLT, MARKED U.S.B.M.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0199 ***********************************************************************
 PH0199  DESIGNATION -  1184
 PH0199  PID         -  PH0199
 PH0199  STATE/COUNTY-  NY/FRANKLIN
 PH0199  USGS QUAD   -  
 PH0199
 PH0199                         *CURRENT SURVEY CONTROL
 PH0199  ___________________________________________________________________
 PH0199* NAD 83(1986)-  44 17 34.     (N)    074 25 19.     (W)     SCALED    
 PH0199* NAVD 88     -       489.498  (meters)    1605.96   (feet)  ADJUSTED  
 PH0199  ___________________________________________________________________
 PH0199  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 PH0199  DYNAMIC HT  -         489.408 (meters)    1605.67  (feet)  COMP
 PH0199  MODELED GRAV-     980,418.5   (mgal)                       NAVD 88
 PH0199
 PH0199  VERT ORDER  -  FIRST     CLASS II
 PH0199
 PH0199.The horizontal coordinates were scaled from a topographic map and have
 PH0199.an estimated accuracy of +/- 6 seconds.
 PH0199
 PH0199.The orthometric height was determined by differential leveling
 PH0199.and adjusted by the National Geodetic Survey in June 1991..
 PH0199
 PH0199.The geoid height was determined by GEOID03.
 PH0199
 PH0199.The dynamic height is computed by dividing the NAVD 88
 PH0199.geopotential number by the normal gravity value computed on the
 PH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0199.degrees latitude (g = 980.6199 gals.).
 PH0199
 PH0199.The modeled gravity was interpolated from observed gravity values.
 PH0199
 PH0199;                    North         East    Units  Estimated Accuracy
 PH0199;SPC NY E     -   606,300.      156,230.      MT  (+/- 180 meters Scaled)
 PH0199
 PH0199                          SUPERSEDED SURVEY CONTROL
 PH0199
 PH0199  NGVD 29 (??/??/92)  489.548  (m)         1606.13   (f) ADJ UNCH    1 2
 PH0199
 PH0199.Superseded values are not recommended for survey control.
 PH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0199.See file dsdata.txt to determine how the superseded data were derived.
 PH0199
 PH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ461045(NAD 83)
 PH0199_MARKER: O = CHISELED CIRCLE
 PH0199_SETTING: 66 = SET IN ROCK OUTCROP
 PH0199_SP_SET: ROCK OUTCROP
 PH0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0199+STABILITY: POSITION/ELEVATION WELL
 PH0199
 PH0199  HISTORY     - Date     Condition        Report By
 PH0199  HISTORY     - UNK      MONUMENTED       NYCRR
 PH0199  HISTORY     - 1931     GOOD             NGS
 PH0199
 PH0199                          STATION DESCRIPTION
 PH0199
 PH0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0199'3.0 MI S FROM FLOODWOOD STATION.
 PH0199'ON EAST SIDE OF TRACK AT SOUTH END OF ROCK CUT.  ROUND CHISELED MARK
 PH0199'ON SMALL ROCK LEDGE ON LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0872 ***********************************************************************
 NA0872  DESIGNATION -  1186 A
 NA0872  PID         -  NA0872
 NA0872  STATE/COUNTY-  NY/SCHOHARIE
 NA0872  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0872
 NA0872                         *CURRENT SURVEY CONTROL
 NA0872  ___________________________________________________________________
 NA0872* NAD 83(1986)-  42 43 14.     (N)    074 36 32.     (W)     SCALED    
 NA0872* NAVD 88     -       361.188  (meters)    1185.00   (feet)  ADJUSTED  
 NA0872  ___________________________________________________________________
 NA0872  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0872  DYNAMIC HT  -         361.068 (meters)    1184.60  (feet)  COMP
 NA0872  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NA0872
 NA0872  VERT ORDER  -  SECOND    CLASS 0
 NA0872
 NA0872.The horizontal coordinates were scaled from a topographic map and have
 NA0872.an estimated accuracy of +/- 6 seconds.
 NA0872
 NA0872.The orthometric height was determined by differential leveling
 NA0872.and adjusted by the National Geodetic Survey in June 1991..
 NA0872.WARNING-Repeat measurements at this control monument indicate possible
 NA0872.vertical movement.
 NA0872
 NA0872.The geoid height was determined by GEOID03.
 NA0872
 NA0872.The dynamic height is computed by dividing the NAVD 88
 NA0872.geopotential number by the normal gravity value computed on the
 NA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0872.degrees latitude (g = 980.6199 gals.).
 NA0872
 NA0872.The modeled gravity was interpolated from observed gravity values.
 NA0872
 NA0872;                    North         East    Units  Estimated Accuracy
 NA0872;SPC NY E     -   431,640.      141,080.      MT  (+/- 180 meters Scaled)
 NA0872
 NA0872                          SUPERSEDED SURVEY CONTROL
 NA0872
 NA0872  NGVD 29 (??/??/92)  361.332  (m)         1185.47   (f) ADJ UNCH    2 0
 NA0872
 NA0872.Superseded values are not recommended for survey control.
 NA0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0872.See file dsdata.txt to determine how the superseded data were derived.
 NA0872
 NA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN320298(NAD 83)
 NA0872_MARKER: DD = SURVEY DISK
 NA0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0872_SP_SET: WALL
 NA0872_STAMPING: 1186 ALBANY 1902
 NA0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0872+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 NA0872
 NA0872  HISTORY     - Date     Condition        Report By
 NA0872  HISTORY     - 1902     MONUMENTED       USGS
 NA0872  HISTORY     - 1942     GOOD             NGS
 NA0872  HISTORY     - 20020930 GOOD             NYSS
 NA0872
 NA0872                          STATION DESCRIPTION
 NA0872
 NA0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0872'AT SEWARD.
 NA0872'AT SEWARD, AT THE OLD ABANDONED L. E. WINNIE GENERAL STORE. A
 NA0872'U.S.G.S. BRONZE DISK, SET VERTICALLY, IN THE NORTH FOUNDATION WALL,
 NA0872'11.4 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 1
 NA0872'FOOT ABOVE THE GROUND.
 NA0872
 NA0872                          STATION RECOVERY (2002)
 NA0872
 NA0872'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 NA0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1147 ***********************************************************************
 PG1147  DESIGNATION -  1188 USGS
 PG1147  PID         -  PG1147
 PG1147  STATE/COUNTY-  NY/CLINTON
 PG1147  USGS QUAD   -  DANNEMORA (1966)
 PG1147
 PG1147                         *CURRENT SURVEY CONTROL
 PG1147  ___________________________________________________________________
 PG1147* NAD 83(1986)-  44 42 49.     (N)    073 41 57.     (W)     SCALED    
 PG1147* NAVD 88     -       362.175  (meters)    1188.24   (feet)  ADJUSTED  
 PG1147  ___________________________________________________________________
 PG1147  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 PG1147  DYNAMIC HT  -         362.140 (meters)    1188.12  (feet)  COMP
 PG1147  MODELED GRAV-     980,507.7   (mgal)                       NAVD 88
 PG1147
 PG1147  VERT ORDER  -  SECOND    CLASS 0
 PG1147
 PG1147.The horizontal coordinates were scaled from a topographic map and have
 PG1147.an estimated accuracy of +/- 6 seconds.
 PG1147
 PG1147.The orthometric height was determined by differential leveling
 PG1147.and adjusted by the National Geodetic Survey in June 1991..
 PG1147
 PG1147.The geoid height was determined by GEOID03.
 PG1147
 PG1147.The dynamic height is computed by dividing the NAVD 88
 PG1147.geopotential number by the normal gravity value computed on the
 PG1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1147.degrees latitude (g = 980.6199 gals.).
 PG1147
 PG1147.The modeled gravity was interpolated from observed gravity values.
 PG1147
 PG1147;                    North         East    Units  Estimated Accuracy
 PG1147;SPC NY E     -   653,360.      213,450.      MT  (+/- 180 meters Scaled)
 PG1147
 PG1147                          SUPERSEDED SURVEY CONTROL
 PG1147
 PG1147  NGVD 29 (??/??/??)  362.254  (m)         1188.49   (f) ADJUSTED    2 0
 PG1147
 PG1147.Superseded values are not recommended for survey control.
 PG1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1147.See file dsdata.txt to determine how the superseded data were derived.
 PG1147
 PG1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ030519(NAD 83)
 PG1147_MARKER: DD = SURVEY DISK
 PG1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1147_SP_SET: CULVERT
 PG1147_STAMPING: 1188 FT. NEW YORK
 PG1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1147
 PG1147  HISTORY     - Date     Condition        Report By
 PG1147  HISTORY     - UNK      MONUMENTED       USGS
 PG1147  HISTORY     - 1935     GOOD             CGS
 PG1147
 PG1147                          STATION DESCRIPTION
 PG1147
 PG1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1147'1.5 MI E FROM DANNEMORA.
 PG1147'IS LOCATED 1.5 MILES EAST OF THE STATION AT DANNEMORA.  7.4 FEET
 PG1147'NORTHEAST OF NORTHEAST RAIL OF TRACK.  STANDARD TABLET SET ON
 PG1147'NORTHWEST END OF RAILROAD CONCRETE CULVERT FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0827 ***********************************************************************
 NB0827  DESIGNATION -  119
 NB0827  PID         -  NB0827
 NB0827  STATE/COUNTY-  NY/YATES
 NB0827  USGS QUAD   -  PENN YAN (1976)
 NB0827
 NB0827                         *CURRENT SURVEY CONTROL
 NB0827  ___________________________________________________________________
 NB0827* NAD 83(1986)-  42 43 03.     (N)    077 02 35.     (W)     SCALED    
 NB0827* NAVD 88     -       254.613  (meters)     835.34   (feet)  ADJUSTED  
 NB0827  ___________________________________________________________________
 NB0827  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NB0827  DYNAMIC HT  -         254.533 (meters)     835.08  (feet)  COMP
 NB0827  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NB0827
 NB0827  VERT ORDER  -  SECOND    CLASS 0
 NB0827
 NB0827.The horizontal coordinates were scaled from a topographic map and have
 NB0827.an estimated accuracy of +/- 6 seconds.
 NB0827
 NB0827.The orthometric height was determined by differential leveling
 NB0827.and adjusted by the National Geodetic Survey in June 1991..
 NB0827
 NB0827.The geoid height was determined by GEOID03.
 NB0827
 NB0827.The dynamic height is computed by dividing the NAVD 88
 NB0827.geopotential number by the normal gravity value computed on the
 NB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0827.degrees latitude (g = 980.6199 gals.).
 NB0827
 NB0827.The modeled gravity was interpolated from observed gravity values.
 NB0827
 NB0827;                    North         East    Units  Estimated Accuracy
 NB0827;SPC NY C     -   301,890.      212,350.      MT  (+/- 180 meters Scaled)
 NB0827
 NB0827                          SUPERSEDED SURVEY CONTROL
 NB0827
 NB0827  NGVD 29 (??/??/92)  254.757  (m)          835.82   (f) ADJ UNCH    2 0
 NB0827
 NB0827.Superseded values are not recommended for survey control.
 NB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0827.See file dsdata.txt to determine how the superseded data were derived.
 NB0827
 NB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN327314(NAD 83)
 NB0827_MARKER: B = BOLT
 NB0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0827_SP_SET: CULVERT
 NB0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0827
 NB0827  HISTORY     - Date     Condition        Report By
 NB0827  HISTORY     - UNK      MONUMENTED       PRR
 NB0827  HISTORY     - 1935     GOOD             NGS
 NB0827  HISTORY     - 1982     POOR             LOCSUR
 NB0827  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NB0827
 NB0827                          STATION DESCRIPTION
 NB0827
 NB0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0827'AT BENTON.
 NB0827'IS LOCATED 85 FT. NORTH OF THE DEPOT. IN NORTH END OF EAST HEADWALL
 NB0827'OF CULVERT.
 NB0827
 NB0827                          STATION RECOVERY (1982)
 NB0827
 NB0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NB0827'2' PIPE LEANING SOME 20 DEGREES FROM STREAM AND ROAD BANK.
 NB0827
 NB0827                          STATION RECOVERY (1984)
 NB0827
 NB0827'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2024 ***********************************************************************
 OF2024  DESIGNATION -  119 A MCGS 1969
 OF2024  PID         -  OF2024
 OF2024  STATE/COUNTY-  NY/MONROE
 OF2024  USGS QUAD   -  PITTSFORD (1978)
 OF2024
 OF2024                         *CURRENT SURVEY CONTROL
 OF2024  ___________________________________________________________________
 OF2024* NAD 83(1996)-  43 07 00.63977(N)    077 30 21.91109(W)     ADJUSTED  
 OF2024* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 OF2024  ___________________________________________________________________
 OF2024  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OF2024  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2024
 OF2024  HORZ ORDER  -  SECOND
 OF2024
 OF2024.The horizontal coordinates were established by classical geodetic methods
 OF2024.and adjusted by the National Geodetic Survey in January 1999..
 OF2024
 OF2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2024
 OF2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2024
 OF2024.The geoid height was determined by GEOID03.
 OF2024
 OF2024;                    North         East     Units Scale Factor Converg.
 OF2024;SPC NY W     -   346,713.241   437,667.998   MT  1.00003201   +0 44 10.8
 OF2024;SPC NY W     - 1,137,508.36  1,435,915.76   sFT  1.00003201   +0 44 10.8
 OF2024;UTM  18      - 4,776,838.905   296,116.137   MT  1.00011139   -1 42 48.5
 OF2024
 OF2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2024!SPC NY W     -   0.99998392  x   1.00003201  =   1.00001593
 OF2024!UTM  18      -   0.99998392  x   1.00011139  =   1.00009530
 OF2024
 OF2024:                Primary Azimuth Mark                     Grid Az
 OF2024:SPC NY W     -  MONDAY                                   313 42 40.6
 OF2024:UTM  18      -  MONDAY                                   316 09 39.9
 OF2024
 OF2024|---------------------------------------------------------------------|
 OF2024| PID    Reference Object                     Distance      Geod. Az  |
 OF2024|                                                           dddmmss.s |
 OF2024| OF2043 MONDAY                              APPROX. 0.5 KM 3142651.4 |
 OF2024|---------------------------------------------------------------------|
 OF2024
 OF2024                          SUPERSEDED SURVEY CONTROL
 OF2024
 OF2024  NAD 83(1986)-  43 07 00.64810(N)    077 30 21.90936(W) AD(       ) 2
 OF2024  NAD 27      -  43 07 00.42232(N)    077 30 22.92083(W) AD(       ) 2
 OF2024  NGVD 29 (07/19/86)  138.2    (m)          453.     (f) VERT ANG       
 OF2024
 OF2024.Superseded values are not recommended for survey control.
 OF2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2024.See file dsdata.txt to determine how the superseded data were derived.
 OF2024
 OF2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9611676839(NAD 83)
 OF2024_MARKER: DD = SURVEY DISK
 OF2024_SETTING: 0 = UNSPECIFIED SETTING
 OF2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2024
 OF2024  HISTORY     - Date     Condition        Report By
 OF2024  HISTORY     - 1969     MONUMENTED       NY-055
 OF2024  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 OF2024
 OF2024                          STATION DESCRIPTION
 OF2024
 OF2024'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2024'TOWN OF PITTSFORD
 OF2024'
 OF2024'IN THE SOUTH SHOULDER OF THE EAST BOUND EXIT FROM EAST BOUND
 OF2024'RT. 490 TO EAST ROCHESTER.
 OF2024'
 OF2024'0.40 MILE SOUTH, SOUTHEAST OF STATION MONDAY,
 OF2024'
 OF2024'20.0 SOUTH OF RAILROAD SPIKE IN 2 FT. CENTER MALL.
 OF2024'
 OF2024'18.9 FEET SOUTH, SOUTHEAST OF RAILROAD SPIKE IN 2 FT. CENTER MALL.
 OF2024'
 OF2024'2.2 FEET SOUTH OF SOUTH EDGE OF PAVEMENT.
 OF2024'
 OF2024'10.4 FEET NORTHWEST OF GUARDRAIL POST.
 OF2024'
 OF2024'7.5 FEET NORTH OF GUARDRAIL.
 OF2024'
 OF2024'9.3 FEET NORTHEAST OF GUARDRAIL POST.
 OF2024'
 OF2024'195 FEET + OR - FEET EAST, NORTHEAST OF CONCRETE PYLON.
 OF2024'
 OF2024'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2024'119A IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET IN A CAST
 OF2024'IRON CASE AND COVER AT GRADE.
 OF2024
 OF2024                          STATION RECOVERY (1995)
 OF2024
 OF2024'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2027 ***********************************************************************
 OF2027  DESIGNATION -  119 MCGS 1969
 OF2027  PID         -  OF2027
 OF2027  STATE/COUNTY-  NY/MONROE
 OF2027  USGS QUAD   -  PITTSFORD (1978)
 OF2027
 OF2027                         *CURRENT SURVEY CONTROL
 OF2027  ___________________________________________________________________
 OF2027* NAD 83(1996)-  43 06 38.80899(N)    077 30 27.04583(W)     ADJUSTED  
 OF2027* NAVD 88     -       138.7    (meters)     455.     (feet)  VERTCON   
 OF2027  ___________________________________________________________________
 OF2027  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 OF2027  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2027
 OF2027  HORZ ORDER  -  SECOND
 OF2027
 OF2027.The horizontal coordinates were established by classical geodetic methods
 OF2027.and adjusted by the National Geodetic Survey in January 1999..
 OF2027
 OF2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2027
 OF2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2027
 OF2027.The geoid height was determined by GEOID03.
 OF2027
 OF2027;                    North         East     Units Scale Factor Converg.
 OF2027;SPC NY W     -   346,038.093   437,560.567   MT  1.00003178   +0 44 07.0
 OF2027;SPC NY W     - 1,135,293.31  1,435,563.29   sFT  1.00003178   +0 44 07.0
 OF2027;UTM  18      - 4,776,168.912   295,979.936   MT  1.00011208   -1 42 51.3
 OF2027
 OF2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2027!SPC NY W     -   0.99998380  x   1.00003178  =   1.00001558
 OF2027!UTM  18      -   0.99998380  x   1.00011208  =   1.00009588
 OF2027
 OF2027:                Primary Azimuth Mark                     Grid Az
 OF2027:SPC NY W     -  MONDAY                                   344 41 05.3
 OF2027:UTM  18      -  MONDAY                                   347 08 03.6
 OF2027
 OF2027|---------------------------------------------------------------------|
 OF2027| PID    Reference Object                     Distance      Geod. Az  |
 OF2027|                                                           dddmmss.s |
 OF2027| OF2043 MONDAY                              APPROX. 1.1 KM 3452512.3 |
 OF2027|---------------------------------------------------------------------|
 OF2027
 OF2027                          SUPERSEDED SURVEY CONTROL
 OF2027
 OF2027  NAD 83(1986)-  43 06 38.81732(N)    077 30 27.04404(W) AD(       ) 2
 OF2027  NAD 27      -  43 06 38.59134(N)    077 30 28.05553(W) AD(       ) 2
 OF2027  NGVD 29 (07/19/86)  138.9    (m)          456.     (f) VERT ANG       
 OF2027
 OF2027.Superseded values are not recommended for survey control.
 OF2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2027.See file dsdata.txt to determine how the superseded data were derived.
 OF2027
 OF2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9598076169(NAD 83)
 OF2027_MARKER: DD = SURVEY DISK
 OF2027_SETTING: 0 = UNSPECIFIED SETTING
 OF2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2027
 OF2027  HISTORY     - Date     Condition        Report By
 OF2027  HISTORY     - 1969     MONUMENTED       NY-055
 OF2027  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 OF2027
 OF2027                          STATION DESCRIPTION
 OF2027
 OF2027'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2027'TOWN OF PITTSFORD
 OF2027'
 OF2027'AT INTERSECTION OF U.S. 490 AND RT. 31F (FAIRPORT ROAD).
 OF2027'
 OF2027'AT WEST END OF SOUTH ABUTMENT ON RT. 490 OVERPASS OVER RT. 31F
 OF2027'
 OF2027'1.5 FEET EAST OF WEST HANDRAIL.
 OF2027'
 OF2027'2.0 FEET SOUTH OF EXPANSION JOINT.
 OF2027'
 OF2027'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2027'119 IN TOP OF A CONCRETE POST FLUSH WITH THE PAVEMENT.
 OF2027
 OF2027                          STATION RECOVERY (1995)
 OF2027
 OF2027'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1116 ***********************************************************************
 NB1116  DESIGNATION -  1191
 NB1116  PID         -  NB1116
 NB1116  STATE/COUNTY-  NY/STEUBEN
 NB1116  USGS QUAD   -  AVOCA (1978)
 NB1116
 NB1116                         *CURRENT SURVEY CONTROL
 NB1116  ___________________________________________________________________
 NB1116* NAD 83(1986)-  42 24 27.     (N)    077 25 16.     (W)     SCALED    
 NB1116* NAVD 88     -       363.078  (meters)    1191.20   (feet)  ADJUSTED  
 NB1116  ___________________________________________________________________
 NB1116  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NB1116  DYNAMIC HT  -         362.947 (meters)    1190.77  (feet)  COMP
 NB1116  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 NB1116
 NB1116  VERT ORDER  -  SECOND    CLASS 0
 NB1116
 NB1116.The horizontal coordinates were scaled from a topographic map and have
 NB1116.an estimated accuracy of +/- 6 seconds.
 NB1116
 NB1116.The orthometric height was determined by differential leveling
 NB1116.and adjusted by the National Geodetic Survey in June 1991..
 NB1116
 NB1116.The geoid height was determined by GEOID03.
 NB1116
 NB1116.The dynamic height is computed by dividing the NAVD 88
 NB1116.geopotential number by the normal gravity value computed on the
 NB1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1116.degrees latitude (g = 980.6199 gals.).
 NB1116
 NB1116.The modeled gravity was interpolated from observed gravity values.
 NB1116
 NB1116;                    North         East    Units  Estimated Accuracy
 NB1116;SPC NY C     -   267,700.      181,040.      MT  (+/- 180 meters Scaled)
 NB1116
 NB1116                          SUPERSEDED SURVEY CONTROL
 NB1116
 NB1116  NGVD 29 (??/??/92)  363.213  (m)         1191.64   (f) ADJ UNCH    2 0
 NB1116
 NB1116.Superseded values are not recommended for survey control.
 NB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1116.See file dsdata.txt to determine how the superseded data were derived.
 NB1116
 NB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM007978(NAD 83)
 NB1116_MARKER: DD = SURVEY DISK
 NB1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1116_SP_SET: STONE
 NB1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1116+STABILITY: SURFACE MOTION
 NB1116
 NB1116  HISTORY     - Date     Condition        Report By
 NB1116  HISTORY     - UNK      MONUMENTED       USGS
 NB1116  HISTORY     - 1935     GOOD             NGS
 NB1116  HISTORY     - 1988     GOOD             USPSQD
 NB1116  HISTORY     - 20011212 MARK NOT FOUND   NGS
 NB1116
 NB1116                          STATION DESCRIPTION
 NB1116
 NB1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1116'AT AVOCA.
 NB1116'IS LOCATED IN THE STONE FOUNDATION OF THE EAST SIDE OF THE METHODIST
 NB1116'EPISCOPAL CHURCH. BETWEEN ENTRANCE AND SOUTHEAST CORNER. TABLET SET
 NB1116'VERTICALLY.
 NB1116
 NB1116                          STATION RECOVERY (1988)
 NB1116
 NB1116'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1116'RECOVERED IN GOOD CONDITION.
 NB1116
 NB1116                          STATION RECOVERY (2001)
 NB1116
 NB1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1686 ***********************************************************************
 NA1686  DESIGNATION -  1192
 NA1686  PID         -  NA1686
 NA1686  STATE/COUNTY-  NY/CHENANGO
 NA1686  USGS QUAD   -  CUYLER (1976)
 NA1686
 NA1686                         *CURRENT SURVEY CONTROL
 NA1686  ___________________________________________________________________
 NA1686* NAD 83(1986)-  42 40 32.     (N)    075 52 36.     (W)     SCALED    
 NA1686* NAVD 88     -       363.029  (meters)    1191.04   (feet)  ADJUSTED  
 NA1686  ___________________________________________________________________
 NA1686  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 NA1686  DYNAMIC HT  -         362.910 (meters)    1190.65  (feet)  COMP
 NA1686  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NA1686
 NA1686  VERT ORDER  -  SECOND    CLASS 0
 NA1686
 NA1686.The horizontal coordinates were scaled from a topographic map and have
 NA1686.an estimated accuracy of +/- 6 seconds.
 NA1686
 NA1686.The orthometric height was determined by differential leveling
 NA1686.and adjusted by the National Geodetic Survey in June 1991..
 NA1686
 NA1686.The geoid height was determined by GEOID03.
 NA1686
 NA1686.The dynamic height is computed by dividing the NAVD 88
 NA1686.geopotential number by the normal gravity value computed on the
 NA1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1686.degrees latitude (g = 980.6199 gals.).
 NA1686
 NA1686.The modeled gravity was interpolated from observed gravity values.
 NA1686
 NA1686;                    North         East    Units  Estimated Accuracy
 NA1686;SPC NY C     -   297,370.      307,920.      MT  (+/- 180 meters Scaled)
 NA1686
 NA1686                          SUPERSEDED SURVEY CONTROL
 NA1686
 NA1686  NGVD 29 (??/??/92)  363.158  (m)         1191.46   (f) ADJ UNCH    2 0
 NA1686
 NA1686.Superseded values are not recommended for survey control.
 NA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1686.See file dsdata.txt to determine how the superseded data were derived.
 NA1686
 NA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN281251(NAD 83)
 NA1686_MARKER: DD = SURVEY DISK
 NA1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1686_SP_SET: BUILDING
 NA1686_STAMPING: 1192 ALBANY 1900
 NA1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1686
 NA1686  HISTORY     - Date     Condition        Report By
 NA1686  HISTORY     - 1900     MONUMENTED       USGS
 NA1686
 NA1686                          STATION DESCRIPTION
 NA1686
 NA1686'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 NA1686'3.8 MI N FROM UNION VALLEY.
 NA1686'IN CHENANGO COUNTY, 3.8 MILES NORTH ALONG A COUNTY ROAD FROM THE POST
 NA1686'OFFICE AT UNION VALLEY, CORTLANT COUNTY, AT LINCKLAEN, AT THE FIRST
 NA1686'CONGREGATIONAL CHURCH, IN THE NORTHWEST CORNER OF THE WEST FACE, 72
 NA1686'FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, AND 1.4 FEET HIGHER
 NA1686'THAN THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NA1686'STAMPED 1192 ALBANY 1900 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4895 ***********************************************************************
 KU4895  DESIGNATION -  11E 02N AZ
 KU4895  PID         -  KU4895
 KU4895  STATE/COUNTY-  NY/NASSAU
 KU4895  USGS QUAD   -  JONES INLET (1975)
 KU4895
 KU4895                         *CURRENT SURVEY CONTROL
 KU4895  ___________________________________________________________________
 KU4895* NAD 83(1996)-  40 35 36.55289(N)    073 35 01.96777(W)     ADJUSTED  
 KU4895* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 KU4895  ___________________________________________________________________
 KU4895  X           -   1,370,683.095 (meters)                     COMP
 KU4895  Y           -  -4,652,348.634 (meters)                     COMP
 KU4895  Z           -   4,128,228.961 (meters)                     COMP
 KU4895  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KU4895  ELLIP HEIGHT-         -29.82  (meters)          (12/03/02) GPS OBS
 KU4895  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KU4895
 KU4895  HORZ ORDER  -  FIRST
 KU4895  ELLP ORDER  -  FOURTH    CLASS II
 KU4895
 KU4895.The horizontal coordinates were established by GPS observations
 KU4895.and adjusted by the SIDNEY B BOWNE AND SON in May 2002..
 KU4895
 KU4895.The orthometric height was determined by GPS observations and a
 KU4895.high-resolution geoid model.
 KU4895
 KU4895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4895
 KU4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4895
 KU4895.The ellipsoidal height was determined by GPS observations
 KU4895.and is referenced to NAD 83.
 KU4895
 KU4895.The geoid height was determined by GEOID03.
 KU4895
 KU4895;                    North         East     Units Scale Factor Converg.
 KU4895;SPC NY L     -    47,480.068   335,224.594   MT  1.00000488   +0 16 19.8
 KU4895;SPC NY L     -   155,774.19  1,099,816.02   sFT  1.00000488   +0 16 19.8
 KU4895;UTM  18      - 4,494,595.518   619,828.480   MT  0.99977674   +0 55 17.6
 KU4895
 KU4895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4895!SPC NY L     -   1.00000468  x   1.00000488  =   1.00000956
 KU4895!UTM  18      -   1.00000468  x   0.99977674  =   0.99978142
 KU4895
 KU4895:                Primary Azimuth Mark                     Grid Az
 KU4895:SPC NY L     -  11E 02N                                  082 14 37.7
 KU4895:UTM  18      -  11E 02N                                  081 35 39.9
 KU4895
 KU4895|---------------------------------------------------------------------|
 KU4895| PID    Reference Object                     Distance      Geod. Az  |
 KU4895|                                                           dddmmss.s |
 KU4895| KU4876 11E 02N                             464.108 METERS 0823057.5 |
 KU4895| AM7043 11E 02N RESET                       APPROX. 0.6 KM 1795106.1 |
 KU4895|---------------------------------------------------------------------|
 KU4895
 KU4895                          SUPERSEDED SURVEY CONTROL
 KU4895
 KU4895  ELLIP H (05/10/02)  -29.82   (m)                       GP(       ) 4 1
 KU4895  NAD 83(1996)-  40 35 36.55255(N)    073 35 01.96803(W) AD(       ) 1
 KU4895  ELLIP H (01/11/99)  -29.82   (m)                       GP(       ) 4 1
 KU4895  NAD 83(1986)-  40 35 36.55560(N)    073 35 01.96701(W) AD(       ) 1
 KU4895  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4895
 KU4895.Superseded values are not recommended for survey control.
 KU4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4895.See file dsdata.txt to determine how the superseded data were derived.
 KU4895
 KU4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1982894596(NAD 83)
 KU4895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4895_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4895_STAMPING: 11E02NAZ
 KU4895_MARK LOGO: NYDPW 
 KU4895_PROJECTION: RECESSED 8 CENTIMETERS
 KU4895_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4895+STABILITY: POSITION/ELEVATION WELL
 KU4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4895+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1991
 KU4895_ROD/PIPE-DEPTH: 20.6 meters
 KU4895_SLEEVE-DEPTH  : 1.52 meters
 KU4895
 KU4895  HISTORY     - Date     Condition        Report By
 KU4895  HISTORY     - 1989     MONUMENTED       SBAS
 KU4895  HISTORY     - 19910308 GOOD
 KU4895
 KU4895                          STATION DESCRIPTION
 KU4895
 KU4895'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4895'THE POINT IS LOCATED IN POINT LOOKOUT, TOWN OF HEMPSTEAD, 23 FEET
 KU4895'(7.0 M) WEST OF THE CENTERLINE OF PARKSIDE DRIVE AND 22 FEET (6.7 M)
 KU4895'SOUTH OF THE CENTERLINE OF BAYSIDE DRIVE,IN THE CONCRETE SIDEWALK.
 KU4895'THE LOCATION TIES ARE 4.3 FEET (1.3 M) FROM THE HYDRANT, 28.5 FEET
 KU4895'(8.7 M) FROM THE FLAG POLE AND 55.8 FEET (17.0 M) FROM THE UTILITY
 KU4895'POLE NUMBER 1.
 KU4895
 KU4895                          STATION RECOVERY (1991)
 KU4895
 KU4895'RECOVERED 1991
 KU4895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AM7043 ***********************************************************************
 AM7043  DESIGNATION -  11E 02N RESET
 AM7043  PID         -  AM7043
 AM7043  STATE/COUNTY-  NY/NASSAU
 AM7043  USGS QUAD   -  JONES INLET (1975)
 AM7043
 AM7043                         *CURRENT SURVEY CONTROL
 AM7043  ___________________________________________________________________
 AM7043* NAD 83(1996)-  40 35 16.70053(N)    073 35 01.90036(W)     ADJUSTED  
 AM7043* NAVD 88     -         3.0    (meters)      10.     (feet)  GPS OBS   
 AM7043  ___________________________________________________________________
 AM7043  X           -   1,370,797.433 (meters)                     COMP
 AM7043  Y           -  -4,652,731.108 (meters)                     COMP
 AM7043  Z           -   4,127,764.595 (meters)                     COMP
 AM7043  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 AM7043  ELLIP HEIGHT-         -28.82  (meters)          (12/03/02) GPS OBS
 AM7043  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AM7043
 AM7043  HORZ ORDER  -  FIRST
 AM7043  ELLP ORDER  -  FOURTH    CLASS II
 AM7043
 AM7043.The horizontal coordinates were established by GPS observations
 AM7043.and adjusted by the SIDNEY B BOWNE AND SON in May 2002..
 AM7043
 AM7043.The orthometric height was determined by GPS observations and a
 AM7043.high-resolution geoid model.
 AM7043
 AM7043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM7043
 AM7043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM7043
 AM7043.The ellipsoidal height was determined by GPS observations
 AM7043.and is referenced to NAD 83.
 AM7043
 AM7043.The geoid height was determined by GEOID03.
 AM7043
 AM7043;                    North         East     Units Scale Factor Converg.
 AM7043;SPC NY L     -    46,867.711   335,229.088   MT  1.00000531   +0 16 19.9
 AM7043;SPC NY L     -   153,765.15  1,099,830.77   sFT  1.00000531   +0 16 19.9
 AM7043;UTM  18      - 4,493,983.391   619,839.911   MT  0.99977678   +0 55 17.3
 AM7043
 AM7043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM7043!SPC NY L     -   1.00000452  x   1.00000531  =   1.00000983
 AM7043!UTM  18      -   1.00000452  x   0.99977678  =   0.99978130
 AM7043
 AM7043:                Primary Azimuth Mark                     Grid Az
 AM7043:SPC NY L     -  GUARD TBM                                030 32 00.2
 AM7043:UTM  18      -  GUARD TBM                                029 53 02.8
 AM7043
 AM7043|---------------------------------------------------------------------|
 AM7043| PID    Reference Object                     Distance      Geod. Az  |
 AM7043|                                                           dddmmss.s |
 AM7043| AM7045 GUARD TBM                           455.012 METERS 0304820.1 |
 AM7043| KU4895 11E 02N AZ                          APPROX. 0.6 KM 3595106.1 |
 AM7043|---------------------------------------------------------------------|
 AM7043
 AM7043                          SUPERSEDED SURVEY CONTROL
 AM7043
 AM7043  ELLIP H (05/10/02)  -28.82   (m)                       GP(       ) 4 1
 AM7043
 AM7043.Superseded values are not recommended for survey control.
 AM7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM7043.See file dsdata.txt to determine how the superseded data were derived.
 AM7043
 AM7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1984093983(NAD 83)
 AM7043_MARKER: I = METAL ROD
 AM7043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AM7043_STAMPING: 11E 02N 2001
 AM7043_MARK LOGO: NY-059
 AM7043_PROJECTION: RECESSED 8 CENTIMETERS
 AM7043_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AM7043+STABILITY: POSITION/ELEVATION WELL
 AM7043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7043+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2001
 AM7043_ROD/PIPE-DEPTH: 20.7 meters
 AM7043_SLEEVE-DEPTH  :  0.9 meters
 AM7043
 AM7043  HISTORY     - Date     Condition        Report By
 AM7043  HISTORY     - 20010702 MONUMENTED       SBAS
 AM7043
 AM7043                          STATION DESCRIPTION
 AM7043
 AM7043'DESCRIBED BY SIDNEY B BOWNE AND SON 2001 (PL)
 AM7043'THE STATION IS LOCATED IN POINT LOOKOUT, TOWN OF HEMPSTEAD.
 AM7043'TO REACH THE STATION FROM THE INTERSECTION OF PARKSIDE DRIVE AND LIDO
 AM7043'BOULEVARD, GO
 AM7043'SOUTH 0.25 MILES TO THE STATION ON THE RIGHT IN FRONT OF HOUSE NO.
 AM7043'117.
 AM7043'THE STATION IS SET IN A CONCRETE SIDEWALK ON THE WEST SIDE OF PARKSIDE
 AM7043'DRIVE, F FEET EAST
 AM7043'OF A 4 FOOT HIGH MASONRY WALL, 19.4 FEET NORTH OF NORTH EAST CORNER OF
 AM7043'PILLAR AT THE
 AM7043'SOUTH END OF THE MASONRY WALL, 56.7 FEET SOUTH WEST OF NEW YORK TEL.
 AM7043'POLE NO. 19.
 AM7043'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4877 ***********************************************************************
 KU4877  DESIGNATION -  11E 05N
 KU4877  PID         -  KU4877
 KU4877  STATE/COUNTY-  NY/NASSAU
 KU4877  USGS QUAD   -  FREEPORT (1979)
 KU4877
 KU4877                         *CURRENT SURVEY CONTROL
 KU4877  ___________________________________________________________________
 KU4877* NAD 83(1996)-  40 37 45.72889(N)    073 34 36.58531(W)     ADJUSTED  
 KU4877* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU4877  ___________________________________________________________________
 KU4877  X           -   1,370,522.236 (meters)                     COMP
 KU4877  Y           -  -4,649,691.912 (meters)                     COMP
 KU4877  Z           -   4,131,253.659 (meters)                     COMP
 KU4877  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 KU4877  ELLIP HEIGHT-         -30.06  (meters)          (12/03/02) GPS OBS
 KU4877  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4877
 KU4877  HORZ ORDER  -  FIRST
 KU4877  ELLP ORDER  -  FOURTH    CLASS II
 KU4877
 KU4877.The horizontal coordinates were established by GPS observations
 KU4877.and adjusted by the National Geodetic Survey in January 1999..
 KU4877
 KU4877.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4877
 KU4877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4877
 KU4877.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4877
 KU4877.The ellipsoidal height was determined by GPS observations
 KU4877.and is referenced to NAD 83.
 KU4877
 KU4877.The geoid height was determined by GEOID03.
 KU4877
 KU4877;                    North         East     Units Scale Factor Converg.
 KU4877;SPC NY L     -    51,467.486   335,802.181   MT  1.00000228   +0 16 36.4
 KU4877;SPC NY L     -   168,856.24  1,101,710.99   sFT  1.00000228   +0 16 36.4
 KU4877;UTM  18      - 4,498,588.327   620,360.695   MT  0.99977831   +0 55 36.6
 KU4877
 KU4877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4877!SPC NY L     -   1.00000472  x   1.00000228  =   1.00000700
 KU4877!UTM  18      -   1.00000472  x   0.99977831  =   0.99978302
 KU4877
 KU4877|---------------------------------------------------------------------|
 KU4877| PID    Reference Object                     Distance      Geod. Az  |
 KU4877|                                                           dddmmss.s |
 KU4877| KU4896 11E 05N AZ                          191.415 METERS 27419     |
 KU4877|---------------------------------------------------------------------|
 KU4877
 KU4877                          SUPERSEDED SURVEY CONTROL
 KU4877
 KU4877  ELLIP H (01/11/99)  -30.06   (m)                       GP(       ) 4 1
 KU4877  NAD 83(1996)-  40 37 45.73222(N)    073 34 36.58405(W) AD(       ) 1
 KU4877  NAD 83(1992)-  40 37 45.73216(N)    073 34 36.58395(W) AD(       ) 1
 KU4877  NAD 83(1986)-  40 37 45.73243(N)    073 34 36.58411(W) AD(       ) 1
 KU4877  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU4877
 KU4877.Superseded values are not recommended for survey control.
 KU4877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4877.See file dsdata.txt to determine how the superseded data were derived.
 KU4877
 KU4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2036198588(NAD 83)
 KU4877_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4877_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4877_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4877_STAMPING: 11E05N
 KU4877_MARK LOGO: NYDPW 
 KU4877_PROJECTION: RECESSED 8 CENTIMETERS
 KU4877_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4877+STABILITY: POSITION/ELEVATION WELL
 KU4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4877+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 KU4877_ROD/PIPE-DEPTH: 20.6 meters
 KU4877_SLEEVE-DEPTH  : 1.52 meters
 KU4877
 KU4877  HISTORY     - Date     Condition        Report By
 KU4877  HISTORY     - 1990     MONUMENTED       SBAS
 KU4877  HISTORY     - 19910312 GOOD
 KU4877
 KU4877                          STATION DESCRIPTION
 KU4877
 KU4877'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4877'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4877'NORTH EAST OF THE CENTERLINE OF ANCHORAGE WAY AND 745 FEET (227.1 M)
 KU4877'EAST OF THE CENTERLINE OF GUY LOMBARDO AVENUE,IN THE GRASS AREA
 KU4877'ADJACENT TO THE CURB.
 KU4877'THE LOCATION TIES ARE 29.7 FEET (9.1 M) FROM THE EASTERLY CATCH BASIN,
 KU4877'40.2 FEET (12.3 M) FROM THE WESTERLY CATCH BASIN AND 79.2 FEET
 KU4877'(24.1 M) FROM THE LIGHT POLE.
 KU4877
 KU4877                          STATION RECOVERY (1991)
 KU4877
 KU4877'RECOVERED 1991
 KU4877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4896 ***********************************************************************
 KU4896  DESIGNATION -  11E 05N AZ
 KU4896  PID         -  KU4896
 KU4896  STATE/COUNTY-  NY/NASSAU
 KU4896  USGS QUAD   -  FREEPORT (1979)
 KU4896
 KU4896                         *CURRENT SURVEY CONTROL
 KU4896  ___________________________________________________________________
 KU4896* NAD 83(1996)-  40 37 46.19614(N)    073 34 44.70707(W)     ADJUSTED  
 KU4896* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 KU4896  ___________________________________________________________________
 KU4896  X           -   1,370,336.479 (meters)                     COMP
 KU4896  Y           -  -4,649,736.805 (meters)                     COMP
 KU4896  Z           -   4,131,264.539 (meters)                     COMP
 KU4896  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 KU4896  ELLIP HEIGHT-         -30.15  (meters)          (12/03/02) GPS OBS
 KU4896  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4896
 KU4896  HORZ ORDER  -  FIRST
 KU4896  ELLP ORDER  -  FOURTH    CLASS II
 KU4896
 KU4896.The horizontal coordinates were established by GPS observations
 KU4896.and adjusted by the National Geodetic Survey in January 1999..
 KU4896
 KU4896.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4896
 KU4896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4896
 KU4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4896
 KU4896.The ellipsoidal height was determined by GPS observations
 KU4896.and is referenced to NAD 83.
 KU4896
 KU4896.The geoid height was determined by GEOID03.
 KU4896
 KU4896;                    North         East     Units Scale Factor Converg.
 KU4896;SPC NY L     -    51,480.980   335,611.242   MT  1.00000227   +0 16 31.1
 KU4896;SPC NY L     -   168,900.52  1,101,084.55   sFT  1.00000227   +0 16 31.1
 KU4896;UTM  18      - 4,498,599.651   620,169.658   MT  0.99977775   +0 55 31.3
 KU4896
 KU4896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4896!SPC NY L     -   1.00000473  x   1.00000227  =   1.00000700
 KU4896!UTM  18      -   1.00000473  x   0.99977775  =   0.99978248
 KU4896
 KU4896|---------------------------------------------------------------------|
 KU4896| PID    Reference Object                     Distance      Geod. Az  |
 KU4896|                                                           dddmmss.s |
 KU4896| KU4877 11E 05N                             191.415 METERS 09419     |
 KU4896|---------------------------------------------------------------------|
 KU4896
 KU4896                          SUPERSEDED SURVEY CONTROL
 KU4896
 KU4896  ELLIP H (01/11/99)  -30.15   (m)                       GP(       ) 4 1
 KU4896  NAD 83(1996)-  40 37 46.19947(N)    073 34 44.70582(W) AD(       ) 1
 KU4896  NAD 83(1992)-  40 37 46.19941(N)    073 34 44.70571(W) AD(       ) 1
 KU4896  NAD 83(1986)-  40 37 46.19966(N)    073 34 44.70588(W) AD(       ) 1
 KU4896  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU4896
 KU4896.Superseded values are not recommended for survey control.
 KU4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4896.See file dsdata.txt to determine how the superseded data were derived.
 KU4896
 KU4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2017098600(NAD 83)
 KU4896_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4896_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4896_STAMPING: 11E05NAZ
 KU4896_MARK LOGO: NYDPW 
 KU4896_PROJECTION: RECESSED 8 CENTIMETERS
 KU4896_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4896+STABILITY: POSITION/ELEVATION WELL
 KU4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4896+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1991
 KU4896_ROD/PIPE-DEPTH: 20.6 meters
 KU4896_SLEEVE-DEPTH  : 1.52 meters
 KU4896
 KU4896  HISTORY     - Date     Condition        Report By
 KU4896  HISTORY     - 1990     MONUMENTED       SBAS
 KU4896  HISTORY     - 19910307 GOOD
 KU4896
 KU4896                          STATION DESCRIPTION
 KU4896
 KU4896'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4896'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 19 FEET (5.8 M)
 KU4896'SOUTH OF THE CENTERLINE OF ANCHORAGE WAY AND 105 FEET (32.0 M) EAST OF
 KU4896'THE CENTERLINE OF GUY LOMBARDO AVENUE,IN THE GRASS AREA ADJACENT TO
 KU4896'THE CURB.
 KU4896'THE LOCATION TIES ARE 59.2 FEET (18.0 M) FROM THE WESTERLY LIGHT POLE
 KU4896'ON THE SOUTH SIDE OF ANCHORAGE WAY, 89.3 FEET (27.2 M) FROM THE
 KU4896'EASTERLY LIGHT POLE ON THE SOUTH SIDE OF ANCHORAGE WAY AND 109.7 FEET
 KU4896'(33.4 M) FROM THE HYDRANT.
 KU4896
 KU4896                          STATION RECOVERY (1991)
 KU4896
 KU4896'RECOVERED 1991
 KU4896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4878 ***********************************************************************
 KU4878  DESIGNATION -  11E 06N
 KU4878  PID         -  KU4878
 KU4878  STATE/COUNTY-  NY/NASSAU
 KU4878  USGS QUAD   -  FREEPORT (1979)
 KU4878
 KU4878                         *CURRENT SURVEY CONTROL
 KU4878  ___________________________________________________________________
 KU4878* NAD 83(1996)-  40 38 16.72498(N)    073 34 19.55338(W)     ADJUSTED  
 KU4878* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 KU4878  ___________________________________________________________________
 KU4878  X           -   1,370,730.055 (meters)                     COMP
 KU4878  Y           -  -4,648,981.412 (meters)                     COMP
 KU4878  Z           -   4,131,979.157 (meters)                     COMP
 KU4878  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4878  ELLIP HEIGHT-         -30.19  (meters)          (12/03/02) GPS OBS
 KU4878  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4878
 KU4878  HORZ ORDER  -  FIRST
 KU4878  ELLP ORDER  -  FOURTH    CLASS II
 KU4878
 KU4878.The horizontal coordinates were established by GPS observations
 KU4878.and adjusted by the National Geodetic Survey in January 1999..
 KU4878
 KU4878.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4878
 KU4878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4878
 KU4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4878
 KU4878.The ellipsoidal height was determined by GPS observations
 KU4878.and is referenced to NAD 83.
 KU4878
 KU4878.The geoid height was determined by GEOID03.
 KU4878
 KU4878;                    North         East     Units Scale Factor Converg.
 KU4878;SPC NY L     -    52,425.537   336,197.780   MT  1.00000172   +0 16 47.6
 KU4878;SPC NY L     -   171,999.45  1,103,008.88   sFT  1.00000172   +0 16 47.6
 KU4878;UTM  18      - 4,499,550.590   620,745.312   MT  0.99977946   +0 55 48.3
 KU4878
 KU4878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4878!SPC NY L     -   1.00000474  x   1.00000172  =   1.00000646
 KU4878!UTM  18      -   1.00000474  x   0.99977946  =   0.99978419
 KU4878
 KU4878|---------------------------------------------------------------------|
 KU4878| PID    Reference Object                     Distance      Geod. Az  |
 KU4878|                                                           dddmmss.s |
 KU4878| KU4897 11E 06N AZ                          236.375 METERS 15810     |
 KU4878|---------------------------------------------------------------------|
 KU4878
 KU4878                          SUPERSEDED SURVEY CONTROL
 KU4878
 KU4878  ELLIP H (01/11/99)  -30.19   (m)                       GP(       ) 4 1
 KU4878  NAD 83(1996)-  40 38 16.72825(N)    073 34 19.55215(W) AD(       ) 1
 KU4878  NAD 83(1992)-  40 38 16.72820(N)    073 34 19.55201(W) AD(       ) 1
 KU4878  NAD 83(1986)-  40 38 16.72845(N)    073 34 19.55240(W) AD(       ) 1
 KU4878  NGVD 29 (03/24/92)    1.8    (m)            6.     (f) GPS OBS        
 KU4878
 KU4878.Superseded values are not recommended for survey control.
 KU4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4878.See file dsdata.txt to determine how the superseded data were derived.
 KU4878
 KU4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2074599551(NAD 83)
 KU4878_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4878_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4878_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4878_STAMPING: 11E06N
 KU4878_MARK LOGO: NYDPW 
 KU4878_PROJECTION: RECESSED 8 CENTIMETERS
 KU4878_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4878+STABILITY: POSITION/ELEVATION WELL
 KU4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4878+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 KU4878_ROD/PIPE-DEPTH: 20.6 meters
 KU4878_SLEEVE-DEPTH  : 1.52 meters
 KU4878
 KU4878  HISTORY     - Date     Condition        Report By
 KU4878  HISTORY     - 1990     MONUMENTED       SBAS
 KU4878  HISTORY     - 19910409 GOOD
 KU4878
 KU4878                          STATION DESCRIPTION
 KU4878
 KU4878'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4878'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD,IN COW MEADOW
 KU4878'PRESERVE PARK, 147 FEET (44.8 M) EAST OF THE CENTERLINE OF SOUTH MAIN
 KU4878'STREET AND 221 FEET (67.4 M) SOUTH OF THE CENTERLINE OF ANN DRIVE
 KU4878'SOUTH,IN THE ASPHALT WALK.
 KU4878'THE LOCATION TIES ARE 47.2 FEET (14.4 M) FROM THE CONCRETE BOX, 99.0
 KU4878'FEET (30.2 M) FROM THE SOUTH WEST CORNER OF THE CATCH BASIN AND 31.2
 KU4878'FEET (9.5 M) FROM THE LIGHT POLE.
 KU4878
 KU4878                          STATION RECOVERY (1991)
 KU4878
 KU4878'RECOVERED 1991
 KU4878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4897 ***********************************************************************
 KU4897  DESIGNATION -  11E 06N AZ
 KU4897  PID         -  KU4897
 KU4897  STATE/COUNTY-  NY/NASSAU
 KU4897  USGS QUAD   -  FREEPORT (1979)
 KU4897
 KU4897                         *CURRENT SURVEY CONTROL
 KU4897  ___________________________________________________________________
 KU4897* NAD 83(1996)-  40 38 09.61187(N)    073 34 15.81163(W)     ADJUSTED  
 KU4897* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4897  ___________________________________________________________________
 KU4897  X           -   1,370,854.890 (meters)                     COMP
 KU4897  Y           -  -4,649,093.898 (meters)                     COMP
 KU4897  Z           -   4,131,812.916 (meters)                     COMP
 KU4897  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 KU4897  ELLIP HEIGHT-         -29.79  (meters)          (12/03/02) GPS OBS
 KU4897  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4897
 KU4897  HORZ ORDER  -  FIRST
 KU4897  ELLP ORDER  -  FOURTH    CLASS II
 KU4897
 KU4897.The horizontal coordinates were established by GPS observations
 KU4897.and adjusted by the National Geodetic Survey in January 1999..
 KU4897
 KU4897.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4897
 KU4897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4897
 KU4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4897
 KU4897.The ellipsoidal height was determined by GPS observations
 KU4897.and is referenced to NAD 83.
 KU4897
 KU4897.The geoid height was determined by GEOID03.
 KU4897
 KU4897;                    North         East     Units Scale Factor Converg.
 KU4897;SPC NY L     -    52,206.556   336,286.778   MT  1.00000185   +0 16 50.0
 KU4897;SPC NY L     -   171,281.01  1,103,300.87   sFT  1.00000185   +0 16 50.0
 KU4897;UTM  18      - 4,499,332.681   620,836.769   MT  0.99977973   +0 55 50.6
 KU4897
 KU4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4897!SPC NY L     -   1.00000467  x   1.00000185  =   1.00000652
 KU4897!UTM  18      -   1.00000467  x   0.99977973  =   0.99978440
 KU4897
 KU4897|---------------------------------------------------------------------|
 KU4897| PID    Reference Object                     Distance      Geod. Az  |
 KU4897|                                                           dddmmss.s |
 KU4897| KU4878 11E 06N                             236.375 METERS 33810     |
 KU4897|---------------------------------------------------------------------|
 KU4897
 KU4897                          SUPERSEDED SURVEY CONTROL
 KU4897
 KU4897  ELLIP H (01/11/99)  -29.79   (m)                       GP(       ) 4 1
 KU4897  NAD 83(1996)-  40 38 09.61516(N)    073 34 15.81040(W) AD(       ) 1
 KU4897  NAD 83(1992)-  40 38 09.61510(N)    073 34 15.81027(W) AD(       ) 1
 KU4897  NAD 83(1986)-  40 38 09.61534(N)    073 34 15.81063(W) AD(       ) 1
 KU4897  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4897
 KU4897.Superseded values are not recommended for survey control.
 KU4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4897.See file dsdata.txt to determine how the superseded data were derived.
 KU4897
 KU4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2083799333(NAD 83)
 KU4897_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4897_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4897_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4897_STAMPING: 11E06NAZ
 KU4897_MARK LOGO: NYDPW 
 KU4897_PROJECTION: RECESSED 8 CENTIMETERS
 KU4897_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4897+STABILITY: POSITION/ELEVATION WELL
 KU4897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4897+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1991
 KU4897_ROD/PIPE-DEPTH: 20.6 meters
 KU4897_SLEEVE-DEPTH  : 1.52 meters
 KU4897
 KU4897  HISTORY     - Date     Condition        Report By
 KU4897  HISTORY     - 1990     MONUMENTED       SBAS
 KU4897  HISTORY     - 19910307 GOOD
 KU4897
 KU4897                          STATION DESCRIPTION
 KU4897
 KU4897'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4897'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, IN COW MEADOW
 KU4897'PRESERVE PARK, 652 FEET (198.7 M) SOUTH OF THE CENTERLINE OF ANN
 KU4897'DRIVE SOUTH AND 332 FEET (101.2 M) EAST OF THE EXTENDED CENTERLINE OF
 KU4897'SOUTH MAIN STREET,IN GRASS AREA SOUTH OF THE PATH.
 KU4897'THE LOCATION TIES ARE 91.3 FEET (27.8 M) FROM THE CONCRETE BOX, 47.4
 KU4897'FEET (14.4 M) FROM THE LIGHT POLE AND 8.5 FEET (2.6 M) FROM THE SOUTH
 KU4897'EAST CORNER OF THE DRAIN CASTING.
 KU4897
 KU4897                          STATION RECOVERY (1991)
 KU4897
 KU4897'RECOVERED 1991
 KU4897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4879 ***********************************************************************
 KU4879  DESIGNATION -  11E 07N
 KU4879  PID         -  KU4879
 KU4879  STATE/COUNTY-  NY/NASSAU
 KU4879  USGS QUAD   -  FREEPORT (1979)
 KU4879
 KU4879                         *CURRENT SURVEY CONTROL
 KU4879  ___________________________________________________________________
 KU4879* NAD 83(1996)-  40 39 27.54091(N)    073 34 15.81223(W)     ADJUSTED  
 KU4879* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 KU4879  ___________________________________________________________________
 KU4879  X           -   1,370,412.338 (meters)                     COMP
 KU4879  Y           -  -4,647,593.082 (meters)                     COMP
 KU4879  Z           -   4,133,637.759 (meters)                     COMP
 KU4879  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KU4879  ELLIP HEIGHT-         -28.30  (meters)          (12/03/02) GPS OBS
 KU4879  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU4879
 KU4879  HORZ ORDER  -  FIRST
 KU4879  ELLP ORDER  -  FOURTH    CLASS II
 KU4879
 KU4879.The horizontal coordinates were established by GPS observations
 KU4879.and adjusted by the National Geodetic Survey in January 1999..
 KU4879
 KU4879.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4879
 KU4879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4879
 KU4879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4879
 KU4879.The ellipsoidal height was determined by GPS observations
 KU4879.and is referenced to NAD 83.
 KU4879
 KU4879.The geoid height was determined by GEOID03.
 KU4879
 KU4879;                    North         East     Units Scale Factor Converg.
 KU4879;SPC NY L     -    54,610.361   336,274.993   MT  1.00000051   +0 16 50.0
 KU4879;SPC NY L     -   179,167.49  1,103,262.21   sFT  1.00000051   +0 16 50.0
 KU4879;UTM  18      - 4,501,735.666   620,797.708   MT  0.99977961   +0 55 52.0
 KU4879
 KU4879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4879!SPC NY L     -   1.00000444  x   1.00000051  =   1.00000495
 KU4879!UTM  18      -   1.00000444  x   0.99977961  =   0.99978405
 KU4879
 KU4879|---------------------------------------------------------------------|
 KU4879| PID    Reference Object                     Distance      Geod. Az  |
 KU4879|                                                           dddmmss.s |
 KU4879| KU4898 11E 07N AZ                          267.999 METERS 17715     |
 KU4879|---------------------------------------------------------------------|
 KU4879
 KU4879                          SUPERSEDED SURVEY CONTROL
 KU4879
 KU4879  ELLIP H (01/11/99)  -28.30   (m)                       GP(       ) 4 1
 KU4879  NAD 83(1996)-  40 39 27.54413(N)    073 34 15.81102(W) AD(       ) 1
 KU4879  NAD 83(1992)-  40 39 27.54406(N)    073 34 15.81084(W) AD(       ) 1
 KU4879  NAD 83(1986)-  40 39 27.54435(N)    073 34 15.81152(W) AD(       ) 1
 KU4879  NGVD 29 (03/24/92)    3.6    (m)           12.     (f) GPS OBS        
 KU4879
 KU4879.Superseded values are not recommended for survey control.
 KU4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4879.See file dsdata.txt to determine how the superseded data were derived.
 KU4879
 KU4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2079801736(NAD 83)
 KU4879_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4879_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4879_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4879_STAMPING: 11E07N
 KU4879_MARK LOGO: NYDPW 
 KU4879_PROJECTION: RECESSED 8 CENTIMETERS
 KU4879_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4879+STABILITY: POSITION/ELEVATION WELL
 KU4879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4879+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 KU4879_ROD/PIPE-DEPTH: 20.6 meters
 KU4879_SLEEVE-DEPTH  : 1.52 meters
 KU4879
 KU4879  HISTORY     - Date     Condition        Report By
 KU4879  HISTORY     - 1990     MONUMENTED       SBAS
 KU4879  HISTORY     - 19910409 GOOD
 KU4879
 KU4879                          STATION DESCRIPTION
 KU4879
 KU4879'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4879'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 34 FEET (10.4 M)
 KU4879'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SUNRISE HIGHWAY AND
 KU4879'27 FEET (8.2 M) EAST OF THE CENTERLINE OF BUFFALO AVENUE,IN THE
 KU4879'CONCRETE SIDEWALK.
 KU4879'THE LOCATION TIES ARE 11.5 FEET (3.5 M) FROM THE CENTER OF THE UTILITY
 KU4879'POLE NUMBER F3, 13.4 FEET (4.1 M) FROM THE CENTER OF THE LIGHT POLE
 KU4879'AND 28.5 FEET (8.7 M) FROM THE NORTH WEST CORNER OF THE CHAIN LINK
 KU4879'FENCE.
 KU4879
 KU4879                          STATION RECOVERY (1991)
 KU4879
 KU4879'RECOVERED 1991
 KU4879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4898 ***********************************************************************
 KU4898  DESIGNATION -  11E 07N AZ
 KU4898  PID         -  KU4898
 KU4898  STATE/COUNTY-  NY/NASSAU
 KU4898  USGS QUAD   -  FREEPORT (1979)
 KU4898
 KU4898                         *CURRENT SURVEY CONTROL
 KU4898  ___________________________________________________________________
 KU4898* NAD 83(1996)-  40 39 18.86274(N)    073 34 15.26571(W)     ADJUSTED  
 KU4898* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KU4898  ___________________________________________________________________
 KU4898  X           -   1,370,473.640 (meters)                     COMP
 KU4898  Y           -  -4,647,755.586 (meters)                     COMP
 KU4898  Z           -   4,133,433.652 (meters)                     COMP
 KU4898  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KU4898  ELLIP HEIGHT-         -29.88  (meters)          (12/03/02) GPS OBS
 KU4898  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU4898
 KU4898  HORZ ORDER  -  FIRST
 KU4898  ELLP ORDER  -  FOURTH    CLASS II
 KU4898
 KU4898.The horizontal coordinates were established by GPS observations
 KU4898.and adjusted by the National Geodetic Survey in January 1999..
 KU4898
 KU4898.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4898
 KU4898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4898
 KU4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4898
 KU4898.The ellipsoidal height was determined by GPS observations
 KU4898.and is referenced to NAD 83.
 KU4898
 KU4898.The geoid height was determined by GEOID03.
 KU4898
 KU4898;                    North         East     Units Scale Factor Converg.
 KU4898;SPC NY L     -    54,342.736   336,289.143   MT  1.00000065   +0 16 50.4
 KU4898;SPC NY L     -   178,289.46  1,103,308.63   sFT  1.00000065   +0 16 50.4
 KU4898;UTM  18      - 4,501,468.278   620,814.892   MT  0.99977966   +0 55 52.2
 KU4898
 KU4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4898!SPC NY L     -   1.00000469  x   1.00000065  =   1.00000534
 KU4898!UTM  18      -   1.00000469  x   0.99977966  =   0.99978435
 KU4898
 KU4898|---------------------------------------------------------------------|
 KU4898| PID    Reference Object                     Distance      Geod. Az  |
 KU4898|                                                           dddmmss.s |
 KU4898| KU4879 11E 07N                             267.999 METERS 35715     |
 KU4898|---------------------------------------------------------------------|
 KU4898
 KU4898                          SUPERSEDED SURVEY CONTROL
 KU4898
 KU4898  ELLIP H (01/11/99)  -29.88   (m)                       GP(       ) 4 1
 KU4898  NAD 83(1996)-  40 39 18.86593(N)    073 34 15.26449(W) AD(       ) 1
 KU4898  NAD 83(1992)-  40 39 18.86583(N)    073 34 15.26429(W) AD(       ) 1
 KU4898  NAD 83(1986)-  40 39 18.86625(N)    073 34 15.26508(W) AD(       ) 1
 KU4898  NGVD 29 (03/24/92)    2.0    (m)            7.     (f) GPS OBS        
 KU4898
 KU4898.Superseded values are not recommended for survey control.
 KU4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4898.See file dsdata.txt to determine how the superseded data were derived.
 KU4898
 KU4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2081501468(NAD 83)
 KU4898_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4898_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4898_STAMPING: 11E07NAZ
 KU4898_MARK LOGO: NYDPW 
 KU4898_PROJECTION: RECESSED 8 CENTIMETERS
 KU4898_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4898+STABILITY: POSITION/ELEVATION WELL
 KU4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4898+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 KU4898_ROD/PIPE-DEPTH: 20.6 meters
 KU4898_SLEEVE-DEPTH  : 1.52 meters
 KU4898
 KU4898  HISTORY     - Date     Condition        Report By
 KU4898  HISTORY     - 1990     MONUMENTED       SBAS
 KU4898  HISTORY     - 19910429 GOOD
 KU4898
 KU4898                          STATION DESCRIPTION
 KU4898
 KU4898'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4898'THE POINT IS LOCATED IN FREEPORT, TOWN OF HEMPSTEAD, 922 FEET
 KU4898'(281.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SUNRISE
 KU4898'HIGHWAY AND 21 FEET (6.4 M) EAST OF THE CENTERLINE OF BUFFALO
 KU4898'AVENUE,IN THE CONCRETE SIDEWALK.
 KU4898'THE LOCATION TIES ARE 33.2 FEET (10.1 M) FROM THE CENTER OF THE
 KU4898'UTILITY POLE NUMBER 1, 23.4 FEET (7.1 M) FROM THE CENTER OF THE
 KU4898'MANHOLE AND 5.2 FEET (1.6 M) FROM THE SOUTH WEST CORNER OF THE CHAIN
 KU4898'LINK FENCE.
 KU4898
 KU4898                          STATION RECOVERY (1991)
 KU4898
 KU4898'RECOVERED 1991
 KU4898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4880 ***********************************************************************
 KU4880  DESIGNATION -  11E 08N
 KU4880  PID         -  KU4880
 KU4880  STATE/COUNTY-  NY/NASSAU
 KU4880  USGS QUAD   -  FREEPORT (1979)
 KU4880
 KU4880                         *CURRENT SURVEY CONTROL
 KU4880  ___________________________________________________________________
 KU4880* NAD 83(1996)-  40 39 57.66922(N)    073 34 09.74044(W)     ADJUSTED  
 KU4880* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 KU4880  ___________________________________________________________________
 KU4880  X           -   1,370,378.206 (meters)                     COMP
 KU4880  Y           -  -4,646,973.076 (meters)                     COMP
 KU4880  Z           -   4,134,343.776 (meters)                     COMP
 KU4880  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KU4880  ELLIP HEIGHT-         -26.70  (meters)          (12/03/02) GPS OBS
 KU4880  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU4880
 KU4880  HORZ ORDER  -  FIRST
 KU4880  ELLP ORDER  -  FOURTH    CLASS II
 KU4880
 KU4880.The horizontal coordinates were established by GPS observations
 KU4880.and adjusted by the National Geodetic Survey in January 1999..
 KU4880
 KU4880.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4880
 KU4880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4880
 KU4880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4880
 KU4880.The ellipsoidal height was determined by GPS observations
 KU4880.and is referenced to NAD 83.
 KU4880
 KU4880.The geoid height was determined by GEOID03.
 KU4880
 KU4880;                    North         East     Units Scale Factor Converg.
 KU4880;SPC NY L     -    55,540.403   336,413.057   MT  1.00000004   +0 16 54.0
 KU4880;SPC NY L     -   182,218.81  1,103,715.17   sFT  1.00000004   +0 16 54.0
 KU4880;UTM  18      - 4,502,667.010   620,925.175   MT  0.99977999   +0 55 56.6
 KU4880
 KU4880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4880!SPC NY L     -   1.00000419  x   1.00000004  =   1.00000423
 KU4880!UTM  18      -   1.00000419  x   0.99977999  =   0.99978418
 KU4880
 KU4880|---------------------------------------------------------------------|
 KU4880| PID    Reference Object                     Distance      Geod. Az  |
 KU4880|                                                           dddmmss.s |
 KU4880| KU4899 11E 08N AZ                          198.212 METERS 10119     |
 KU4880|---------------------------------------------------------------------|
 KU4880
 KU4880                          SUPERSEDED SURVEY CONTROL
 KU4880
 KU4880  ELLIP H (01/11/99)  -26.70   (m)                       GP(       ) 4 1
 KU4880  NAD 83(1996)-  40 39 57.67243(N)    073 34 09.73922(W) AD(       ) 1
 KU4880  NAD 83(1992)-  40 39 57.67234(N)    073 34 09.73903(W) AD(       ) 1
 KU4880  NAD 83(1986)-  40 39 57.67284(N)    073 34 09.73976(W) AD(       ) 1
 KU4880  NGVD 29 (03/24/92)    5.2    (m)           17.     (f) GPS OBS        
 KU4880
 KU4880.Superseded values are not recommended for survey control.
 KU4880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4880.See file dsdata.txt to determine how the superseded data were derived.
 KU4880
 KU4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2092502667(NAD 83)
 KU4880_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4880_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4880_STAMPING: 11E08N
 KU4880_MARK LOGO: NYDPW 
 KU4880_PROJECTION: RECESSED 8 CENTIMETERS
 KU4880_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4880+STABILITY: POSITION/ELEVATION WELL
 KU4880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4880+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 KU4880_ROD/PIPE-DEPTH: 20.6 meters
 KU4880_SLEEVE-DEPTH  : 1.52 meters
 KU4880
 KU4880  HISTORY     - Date     Condition        Report By
 KU4880  HISTORY     - 1990     MONUMENTED       SBAS
 KU4880  HISTORY     - 19910409 GOOD
 KU4880
 KU4880                          STATION DESCRIPTION
 KU4880
 KU4880'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4880'THE POINT IS LOCATED IN ROOSEVELT, TOWN OF HEMPSTEAD, 268 FEET
 KU4880'(81.7 M) NORTH OF THE CENTERLINE OF BABYLON TURNPIKE AND 220 FEET
 KU4880'(67.1 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 KU4880'MEADOWBROOK PARKWAY,IN THE GRASS AREA OF THE TRAFFIC ISLAND.
 KU4880'THE LOCATION TIES ARE 63.0 FEET (19.2 M) FROM THE CENTER OF THE
 KU4880'UTILITY POLE NUMBER 338, 70.5 FEET (21.5 M) FROM THE SOUTH WEST
 KU4880'CORNER OF THE CATCH BASIN ON THE EXIT RAMP AND 46.2 FEET (14.1 M)
 KU4880'FROM THE SOUTH WEST CORNER OF THE CATCH BASIN ON THE ENTRANCE RAMP.
 KU4880
 KU4880                          STATION RECOVERY (1991)
 KU4880
 KU4880'RECOVERED 1991
 KU4880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4899 ***********************************************************************
 KU4899  DESIGNATION -  11E 08N AZ
 KU4899  PID         -  KU4899
 KU4899  STATE/COUNTY-  NY/NASSAU
 KU4899  USGS QUAD   -  FREEPORT (1979)
 KU4899
 KU4899                         *CURRENT SURVEY CONTROL
 KU4899  ___________________________________________________________________
 KU4899* NAD 83(1996)-  40 39 56.40857(N)    073 34 01.46576(W)     ADJUSTED  
 KU4899* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 KU4899  ___________________________________________________________________
 KU4899  X           -   1,370,571.888 (meters)                     COMP
 KU4899  Y           -  -4,646,942.715 (meters)                     COMP
 KU4899  Z           -   4,134,314.560 (meters)                     COMP
 KU4899  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KU4899  ELLIP HEIGHT-         -26.27  (meters)          (12/03/02) GPS OBS
 KU4899  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4899
 KU4899  HORZ ORDER  -  FIRST
 KU4899  ELLP ORDER  -  FOURTH    CLASS II
 KU4899
 KU4899.The horizontal coordinates were established by GPS observations
 KU4899.and adjusted by the National Geodetic Survey in January 1999..
 KU4899
 KU4899.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4899
 KU4899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4899
 KU4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4899
 KU4899.The ellipsoidal height was determined by GPS observations
 KU4899.and is referenced to NAD 83.
 KU4899
 KU4899.The geoid height was determined by GEOID03.
 KU4899
 KU4899;                    North         East     Units Scale Factor Converg.
 KU4899;SPC NY L     -    55,502.475   336,607.607   MT  1.00000006   +0 16 59.4
 KU4899;SPC NY L     -   182,094.37  1,104,353.46   sFT  1.00000006   +0 16 59.4
 KU4899;UTM  18      - 4,502,631.301   621,120.099   MT  0.99978057   +0 56 01.9
 KU4899
 KU4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4899!SPC NY L     -   1.00000412  x   1.00000006  =   1.00000418
 KU4899!UTM  18      -   1.00000412  x   0.99978057  =   0.99978469
 KU4899
 KU4899|---------------------------------------------------------------------|
 KU4899| PID    Reference Object                     Distance      Geod. Az  |
 KU4899|                                                           dddmmss.s |
 KU4899| KU4880 11E 08N                             198.212 METERS 28119     |
 KU4899|---------------------------------------------------------------------|
 KU4899
 KU4899                          SUPERSEDED SURVEY CONTROL
 KU4899
 KU4899  ELLIP H (01/11/99)  -26.27   (m)                       GP(       ) 4 1
 KU4899  NAD 83(1996)-  40 39 56.41181(N)    073 34 01.46455(W) AD(       ) 1
 KU4899  NAD 83(1992)-  40 39 56.41173(N)    073 34 01.46438(W) AD(       ) 1
 KU4899  NAD 83(1986)-  40 39 56.41207(N)    073 34 01.46508(W) AD(       ) 1
 KU4899  NGVD 29 (03/24/92)    5.6    (m)           18.     (f) GPS OBS        
 KU4899
 KU4899.Superseded values are not recommended for survey control.
 KU4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4899.See file dsdata.txt to determine how the superseded data were derived.
 KU4899
 KU4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2112002631(NAD 83)
 KU4899_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4899_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4899_STAMPING: 11E08NAZ
 KU4899_MARK LOGO: NYDPW 
 KU4899_PROJECTION: RECESSED 8 CENTIMETERS
 KU4899_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4899+STABILITY: POSITION/ELEVATION WELL
 KU4899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4899+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1991
 KU4899_ROD/PIPE-DEPTH: 20.6 meters
 KU4899_SLEEVE-DEPTH  : 1.52 meters
 KU4899
 KU4899  HISTORY     - Date     Condition        Report By
 KU4899  HISTORY     - 1990     MONUMENTED       SBAS
 KU4899  HISTORY     - 19910304 GOOD
 KU4899
 KU4899                          STATION DESCRIPTION
 KU4899
 KU4899'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4899'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD, 218 FEET (66.4 M)
 KU4899'NORTH OF THE CENTERLINE OF BABYLON TURNPIKE AND 326 FEET (99.4 M) EAST
 KU4899'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE MEADOWBROOK
 KU4899'PARKWAY,IN THE GRASS AREA OF THE TRAFFIC ISLAND.
 KU4899'THE LOCATION TIES ARE 98.0 FEET (29.9 M) FROM THE CENTER OF THE LIGHT
 KU4899'POLE NUMBER 337, 50.6 FEET (15.4 M) FROM THE CENTER OF THE WRONG
 KU4899'WAY SIGN ON THE WESTBOUND EXIT RAMP AND 48.7 FEET (14.8 M) FROM THE
 KU4899'CENTER OF THE 8 INCH TREE.
 KU4899
 KU4899                          STATION RECOVERY (1991)
 KU4899
 KU4899'RECOVERED 1991
 KU4899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4881 ***********************************************************************
 KU4881  DESIGNATION -  11E 09N
 KU4881  PID         -  KU4881
 KU4881  STATE/COUNTY-  NY/NASSAU
 KU4881  USGS QUAD   -  FREEPORT (1979)
 KU4881
 KU4881                         *CURRENT SURVEY CONTROL
 KU4881  ___________________________________________________________________
 KU4881* NAD 83(1996)-  40 41 12.17736(N)    073 34 07.59998(W)     ADJUSTED  
 KU4881* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 KU4881  ___________________________________________________________________
 KU4881  X           -   1,370,003.795 (meters)                     COMP
 KU4881  Y           -  -4,645,525.751 (meters)                     COMP
 KU4881  Z           -   4,136,090.161 (meters)                     COMP
 KU4881  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KU4881  ELLIP HEIGHT-         -21.58  (meters)          (12/03/02) GPS OBS
 KU4881  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU4881
 KU4881  HORZ ORDER  -  FIRST
 KU4881  ELLP ORDER  -  FOURTH    CLASS II
 KU4881
 KU4881.The horizontal coordinates were established by GPS observations
 KU4881.and adjusted by the National Geodetic Survey in January 1999..
 KU4881
 KU4881.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4881
 KU4881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4881
 KU4881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4881
 KU4881.The ellipsoidal height was determined by GPS observations
 KU4881.and is referenced to NAD 83.
 KU4881
 KU4881.The geoid height was determined by GEOID03.
 KU4881
 KU4881;                    North         East     Units Scale Factor Converg.
 KU4881;SPC NY L     -    57,838.942   336,452.019   MT  0.99999895   +0 16 55.4
 KU4881;SPC NY L     -   189,759.93  1,103,843.00   sFT  0.99999895   +0 16 55.4
 KU4881;UTM  18      - 4,504,965.338   620,938.019   MT  0.99978003   +0 55 59.4
 KU4881
 KU4881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4881!SPC NY L     -   1.00000339  x   0.99999895  =   1.00000234
 KU4881!UTM  18      -   1.00000339  x   0.99978003  =   0.99978341
 KU4881
 KU4881|---------------------------------------------------------------------|
 KU4881| PID    Reference Object                     Distance      Geod. Az  |
 KU4881|                                                           dddmmss.s |
 KU4881| KU4900 11E 09N AZ                          267.943 METERS 02653     |
 KU4881|---------------------------------------------------------------------|
 KU4881
 KU4881                          SUPERSEDED SURVEY CONTROL
 KU4881
 KU4881  ELLIP H (01/11/99)  -21.57   (m)                       GP(       ) 4 1
 KU4881  NAD 83(1996)-  40 41 12.18059(N)    073 34 07.59878(W) AD(       ) 1
 KU4881  NAD 83(1992)-  40 41 12.18052(N)    073 34 07.59860(W) AD(       ) 1
 KU4881  NAD 83(1986)-  40 41 12.18089(N)    073 34 07.59933(W) AD(       ) 1
 KU4881  NGVD 29 (03/24/92)   10.2    (m)           33.     (f) GPS OBS        
 KU4881
 KU4881.Superseded values are not recommended for survey control.
 KU4881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4881.See file dsdata.txt to determine how the superseded data were derived.
 KU4881
 KU4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2093804965(NAD 83)
 KU4881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4881_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4881_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4881_STAMPING: 11E09N
 KU4881_MARK LOGO: NYDPW 
 KU4881_PROJECTION: RECESSED 8 CENTIMETERS
 KU4881_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4881+STABILITY: POSITION/ELEVATION WELL
 KU4881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4881+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 KU4881_ROD/PIPE-DEPTH: 20.6 meters
 KU4881_SLEEVE-DEPTH  : 1.52 meters
 KU4881
 KU4881  HISTORY     - Date     Condition        Report By
 KU4881  HISTORY     - 1990     MONUMENTED       SBAS
 KU4881  HISTORY     - 19910402 GOOD
 KU4881
 KU4881                          STATION DESCRIPTION
 KU4881
 KU4881'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4881'THE POINT IS LOCATED IN NORTH MERRICK, TOWN OF HEMPSTEAD, 349 FEET
 KU4881'(106.4 M) NORTH OF THE CENTERLINE OF SANDRA LANE AND 25 FEET (7.6 M)
 KU4881'WEST OF THE CENTERLINE OF MEADOWBROOK ROAD,IN THE ASPHALT PAVED AREA
 KU4881'OF THE MEDIAN.
 KU4881'THE LOCATION TIES ARE 8.5 FEET (2.6 M) FROM THE NORTH EAST CORNER OF
 KU4881'THE FACE OF THE CURB BOX DRAIN, 46.4 FEET (14.1 M) FROM THE CENTER OF
 KU4881'THE NEW YORK TELEPHONE UTILITY POLE NUMBER 80 ON THE EAST SIDE OF
 KU4881'MEADOWBROOK ROAD AND 143.0 FEET (43.6 M) FROM THE CENTER OF THE
 KU4881'HYDRANT.
 KU4881
 KU4881                          STATION RECOVERY (1991)
 KU4881
 KU4881'RECOVERED 1991
 KU4881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4900 ***********************************************************************
 KU4900  DESIGNATION -  11E 09N AZ
 KU4900  PID         -  KU4900
 KU4900  STATE/COUNTY-  NY/NASSAU
 KU4900  USGS QUAD   -  FREEPORT (1979)
 KU4900
 KU4900                         *CURRENT SURVEY CONTROL
 KU4900  ___________________________________________________________________
 KU4900* NAD 83(1996)-  40 41 19.92436(N)    073 34 02.43865(W)     ADJUSTED  
 KU4900* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 KU4900  ___________________________________________________________________
 KU4900  X           -   1,370,076.761 (meters)                     COMP
 KU4900  Y           -  -4,645,344.731 (meters)                     COMP
 KU4900  Z           -   4,136,273.776 (meters)                     COMP
 KU4900  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KU4900  ELLIP HEIGHT-         -17.88  (meters)          (12/03/02) GPS OBS
 KU4900  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU4900
 KU4900  HORZ ORDER  -  FIRST
 KU4900  ELLP ORDER  -  FOURTH    CLASS II
 KU4900
 KU4900.The horizontal coordinates were established by GPS observations
 KU4900.and adjusted by the National Geodetic Survey in January 1999..
 KU4900
 KU4900.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4900
 KU4900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4900
 KU4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4900
 KU4900.The ellipsoidal height was determined by GPS observations
 KU4900.and is referenced to NAD 83.
 KU4900
 KU4900.The geoid height was determined by GEOID03.
 KU4900
 KU4900;                    North         East     Units Scale Factor Converg.
 KU4900;SPC NY L     -    58,078.505   336,572.031   MT  0.99999884   +0 16 58.8
 KU4900;SPC NY L     -   190,545.90  1,104,236.74   sFT  0.99999884   +0 16 58.8
 KU4900;UTM  18      - 4,505,206.197   621,055.275   MT  0.99978038   +0 56 02.9
 KU4900
 KU4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4900!SPC NY L     -   1.00000280  x   0.99999884  =   1.00000164
 KU4900!UTM  18      -   1.00000280  x   0.99978038  =   0.99978318
 KU4900
 KU4900|---------------------------------------------------------------------|
 KU4900| PID    Reference Object                     Distance      Geod. Az  |
 KU4900|                                                           dddmmss.s |
 KU4900| KU4881 11E 09N                             267.943 METERS 20654     |
 KU4900|---------------------------------------------------------------------|
 KU4900
 KU4900                          SUPERSEDED SURVEY CONTROL
 KU4900
 KU4900  ELLIP H (01/11/99)  -17.88   (m)                       GP(       ) 4 1
 KU4900  NAD 83(1996)-  40 41 19.92757(N)    073 34 02.43746(W) AD(       ) 1
 KU4900  NAD 83(1992)-  40 41 19.92748(N)    073 34 02.43726(W) AD(       ) 1
 KU4900  NAD 83(1986)-  40 41 19.92798(N)    073 34 02.43806(W) AD(       ) 1
 KU4900  NGVD 29 (03/24/92)   13.9    (m)           46.     (f) GPS OBS        
 KU4900
 KU4900.Superseded values are not recommended for survey control.
 KU4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4900.See file dsdata.txt to determine how the superseded data were derived.
 KU4900
 KU4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2105505206(NAD 83)
 KU4900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4900_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4900_STAMPING: 11E09NAZ
 KU4900_MARK LOGO: NYDPW 
 KU4900_PROJECTION: RECESSED 8 CENTIMETERS
 KU4900_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4900+STABILITY: POSITION/ELEVATION WELL
 KU4900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4900+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4900_ROD/PIPE-DEPTH: 20.6 meters
 KU4900_SLEEVE-DEPTH  : 1.52 meters
 KU4900
 KU4900  HISTORY     - Date     Condition        Report By
 KU4900  HISTORY     - 1990     MONUMENTED       SBAS
 KU4900
 KU4900                          STATION DESCRIPTION
 KU4900
 KU4900'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4900'THE POINT IS LOCATED IN NORTH MERRICK, TOWN OF HEMPSTEAD, 293 FEET
 KU4900'(89.3 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 KU4900'SOUTHERN STATE PARKWAY AND 69 FEET (21.0 M) EAST OF THE CENTERLINE OF
 KU4900'MEADOWBROOK ROAD,IN THE GRASS AREA OF THE CLOVERLEAF.
 KU4900'THE LOCATION TIES ARE 45.5 FEET (13.9 M) FROM THE CENTER OF THE STOP
 KU4900'SIGN, 47.5 FEET (14.5 M) FROM THE CENTER OF THE LONG ISLAND LIGHTING
 KU4900'COMPANY UTILITY POLE NUMBER 88 AND 98.9 FEET (30.1 M) FROM THE SOUTH
 KU4900'EAST CORNER OF THE FIRST WOOD GUIDE RAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4901 ***********************************************************************
 KU4901  DESIGNATION -  11E 10N AZ
 KU4901  PID         -  KU4901
 KU4901  STATE/COUNTY-  NY/NASSAU
 KU4901  USGS QUAD   -  FREEPORT (1979)
 KU4901
 KU4901                         *CURRENT SURVEY CONTROL
 KU4901  ___________________________________________________________________
 KU4901* NAD 83(1996)-  40 41 51.58544(N)    073 34 19.51598(W)     ADJUSTED  
 KU4901* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 KU4901  ___________________________________________________________________
 KU4901  X           -   1,369,512.483 (meters)                     COMP
 KU4901  Y           -  -4,644,848.778 (meters)                     COMP
 KU4901  Z           -   4,137,015.537 (meters)                     COMP
 KU4901  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KU4901  ELLIP HEIGHT-         -15.94  (meters)          (12/03/02) GPS OBS
 KU4901  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4901
 KU4901  HORZ ORDER  -  FIRST
 KU4901  ELLP ORDER  -  FOURTH    CLASS II
 KU4901
 KU4901.The horizontal coordinates were established by GPS observations
 KU4901.and adjusted by the National Geodetic Survey in January 1999..
 KU4901
 KU4901.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4901
 KU4901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4901
 KU4901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4901
 KU4901.The ellipsoidal height was determined by GPS observations
 KU4901.and is referenced to NAD 83.
 KU4901
 KU4901.The geoid height was determined by GEOID03.
 KU4901
 KU4901;                    North         East     Units Scale Factor Converg.
 KU4901;SPC NY L     -    59,053.161   336,166.282   MT  0.99999842   +0 16 47.6
 KU4901;SPC NY L     -   193,743.58  1,102,905.54   sFT  0.99999842   +0 16 47.6
 KU4901;UTM  18      - 4,506,175.966   620,638.566   MT  0.99977914   +0 55 52.3
 KU4901
 KU4901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4901!SPC NY L     -   1.00000250  x   0.99999842  =   1.00000092
 KU4901!UTM  18      -   1.00000250  x   0.99977914  =   0.99978164
 KU4901
 KU4901|---------------------------------------------------------------------|
 KU4901| PID    Reference Object                     Distance      Geod. Az  |
 KU4901|                                                           dddmmss.s |
 KU4901| KU4548 11 E 10 N                           188.220 METERS 16246     |
 KU4901|---------------------------------------------------------------------|
 KU4901
 KU4901                          SUPERSEDED SURVEY CONTROL
 KU4901
 KU4901  ELLIP H (01/11/99)  -15.94   (m)                       GP(       ) 4 1
 KU4901  NAD 83(1996)-  40 41 51.58858(N)    073 34 19.51479(W) AD(       ) 1
 KU4901  NAD 83(1992)-  40 41 51.58846(N)    073 34 19.51458(W) AD(       ) 1
 KU4901  NAD 83(1986)-  40 41 51.58910(N)    073 34 19.51552(W) AD(       ) 1
 KU4901  NGVD 29 (03/24/92)   15.8    (m)           52.     (f) GPS OBS        
 KU4901
 KU4901.Superseded values are not recommended for survey control.
 KU4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4901.See file dsdata.txt to determine how the superseded data were derived.
 KU4901
 KU4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2063906176(NAD 83)
 KU4901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4901_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4901_STAMPING: 11E10NAZ
 KU4901_MARK LOGO: NYDPW 
 KU4901_PROJECTION: RECESSED 8 CENTIMETERS
 KU4901_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4901+STABILITY: POSITION/ELEVATION WELL
 KU4901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4901+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4901_ROD/PIPE-DEPTH: 20.6 meters
 KU4901_SLEEVE-DEPTH  : 1.52 meters
 KU4901
 KU4901  HISTORY     - Date     Condition        Report By
 KU4901  HISTORY     - 1990     MONUMENTED       SBAS
 KU4901
 KU4901                          STATION DESCRIPTION
 KU4901
 KU4901'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4901'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 155 FEET
 KU4901'(47.2 M) NORTH OF THE CENTERLINE OF EAST SALLY COURT AND 21 FEET
 KU4901'(6.4 M) WEST OF THE CENTERLINE OF PRESTON ROAD,IN THE CONCRETE
 KU4901'SIDEWALK.
 KU4901'THE LOCATION TIES ARE 35.5 FEET (10.8 M) FROM THE CENTER OF THE
 KU4901'SOUTHERLY UTILITY POLE NUMBER 6, 52.5 FEET (16.0 M) FROM THE SOUTH
 KU4901'EAST CORNER OF HOUSE NUMBER 902 AND 69.2 FEET (21.1 M) FROM THE
 KU4901'CENTER OF THE NORTHERLY UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4902 ***********************************************************************
 KU4902  DESIGNATION -  11E 11N AZ
 KU4902  PID         -  KU4902
 KU4902  STATE/COUNTY-  NY/NASSAU
 KU4902  USGS QUAD   -  FREEPORT (1979)
 KU4902
 KU4902                         *CURRENT SURVEY CONTROL
 KU4902  ___________________________________________________________________
 KU4902* NAD 83(1996)-  40 43 08.42380(N)    073 34 36.26758(W)     ADJUSTED  
 KU4902* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 KU4902  ___________________________________________________________________
 KU4902  X           -   1,368,699.580 (meters)                     COMP
 KU4902  Y           -  -4,643,481.915 (meters)                     COMP
 KU4902  Z           -   4,138,816.488 (meters)                     COMP
 KU4902  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KU4902  ELLIP HEIGHT-          -9.44  (meters)          (12/03/02) GPS OBS
 KU4902  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4902
 KU4902  HORZ ORDER  -  FIRST
 KU4902  ELLP ORDER  -  FOURTH    CLASS II
 KU4902
 KU4902.The horizontal coordinates were established by GPS observations
 KU4902.and adjusted by the National Geodetic Survey in January 1999..
 KU4902
 KU4902.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4902
 KU4902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4902
 KU4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4902
 KU4902.The ellipsoidal height was determined by GPS observations
 KU4902.and is referenced to NAD 83.
 KU4902
 KU4902.The geoid height was determined by GEOID03.
 KU4902
 KU4902;                    North         East     Units Scale Factor Converg.
 KU4902;SPC NY L     -    61,421.431   335,761.552   MT  0.99999751   +0 16 36.6
 KU4902;SPC NY L     -   201,513.48  1,101,577.69   sFT  0.99999751   +0 16 36.6
 KU4902;UTM  18      - 4,508,538.962   620,207.027   MT  0.99977786   +0 55 42.9
 KU4902
 KU4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4902!SPC NY L     -   1.00000148  x   0.99999751  =   0.99999899
 KU4902!UTM  18      -   1.00000148  x   0.99977786  =   0.99977934
 KU4902
 KU4902|---------------------------------------------------------------------|
 KU4902| PID    Reference Object                     Distance      Geod. Az  |
 KU4902|                                                           dddmmss.s |
 KU4902| KU4549 11 E 11 N                           249.690 METERS 14523     |
 KU4902|---------------------------------------------------------------------|
 KU4902
 KU4902                          SUPERSEDED SURVEY CONTROL
 KU4902
 KU4902  ELLIP H (01/11/99)   -9.44   (m)                       GP(       ) 4 1
 KU4902  NAD 83(1996)-  40 43 08.42693(N)    073 34 36.26640(W) AD(       ) 1
 KU4902  NAD 83(1992)-  40 43 08.42681(N)    073 34 36.26618(W) AD(       ) 1
 KU4902  NAD 83(1986)-  40 43 08.42741(N)    073 34 36.26729(W) AD(       ) 1
 KU4902  NGVD 29 (03/24/92)   22.3    (m)           73.     (f) GPS OBS        
 KU4902
 KU4902.Superseded values are not recommended for survey control.
 KU4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4902.See file dsdata.txt to determine how the superseded data were derived.
 KU4902
 KU4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2020708539(NAD 83)
 KU4902_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4902_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4902_STAMPING: 11E11NAZ
 KU4902_MARK LOGO: NYDPW 
 KU4902_PROJECTION: RECESSED 8 CENTIMETERS
 KU4902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4902+STABILITY: POSITION/ELEVATION WELL
 KU4902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4902+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4902_ROD/PIPE-DEPTH: 20.6 meters
 KU4902_SLEEVE-DEPTH  : 1.52 meters
 KU4902
 KU4902  HISTORY     - Date     Condition        Report By
 KU4902  HISTORY     - 1990     MONUMENTED       SBAS
 KU4902
 KU4902                          STATION DESCRIPTION
 KU4902
 KU4902'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4902'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 370 FEET
 KU4902'(112.8 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF MERRICK
 KU4902'AVENUE AND 833 FEET (253.9 M) NORTH OF THE CENTERLINE OF GLEN CURTISS
 KU4902'BOULEVARD,IN THE GRASS.
 KU4902'THE LOCATION TIES ARE 82.4 FEET (25.1 M) FROM THE SOUTH WEST CORNER OF
 KU4902'THE PARK BUILDING, 33.9 FEET (10.3 M) FROM THE SOUTH WEST CORNER OF
 KU4902'THE CHAIN LINK FENCE AND 7.5 FEET (2.3 M) FROM THE SOUTHERLY GATE
 KU4902'POST TO THE BALLFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4903 ***********************************************************************
 KU4903  DESIGNATION -  11E 12N AZ
 KU4903  PID         -  KU4903
 KU4903  STATE/COUNTY-  NY/NASSAU
 KU4903  USGS QUAD   -  FREEPORT (1979)
 KU4903
 KU4903                         *CURRENT SURVEY CONTROL
 KU4903  ___________________________________________________________________
 KU4903* NAD 83(1996)-  40 43 49.69365(N)    073 34 23.68753(W)     ADJUSTED  
 KU4903* NAVD 88     -        26.1    (meters)      86.     (feet)  VERTCON   
 KU4903  ___________________________________________________________________
 KU4903  X           -   1,368,748.801 (meters)                     COMP
 KU4903  Y           -  -4,642,604.797 (meters)                     COMP
 KU4903  Z           -   4,139,783.987 (meters)                     COMP
 KU4903  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 KU4903  ELLIP HEIGHT-          -5.27  (meters)          (12/03/02) GPS OBS
 KU4903  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4903
 KU4903  HORZ ORDER  -  FIRST
 KU4903  ELLP ORDER  -  FOURTH    CLASS II
 KU4903
 KU4903.The horizontal coordinates were established by GPS observations
 KU4903.and adjusted by the National Geodetic Survey in January 1999..
 KU4903
 KU4903.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4903
 KU4903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4903
 KU4903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4903
 KU4903.The ellipsoidal height was determined by GPS observations
 KU4903.and is referenced to NAD 83.
 KU4903
 KU4903.The geoid height was determined by GEOID03.
 KU4903
 KU4903;                    North         East     Units Scale Factor Converg.
 KU4903;SPC NY L     -    62,695.889   336,050.598   MT  0.99999707   +0 16 44.9
 KU4903;SPC NY L     -   205,694.76  1,102,526.00   sFT  0.99999707   +0 16 44.9
 KU4903;UTM  18      - 4,509,816.346   620,481.495   MT  0.99977867   +0 55 51.9
 KU4903
 KU4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4903!SPC NY L     -   1.00000083  x   0.99999707  =   0.99999790
 KU4903!UTM  18      -   1.00000083  x   0.99977867  =   0.99977950
 KU4903
 KU4903|---------------------------------------------------------------------|
 KU4903| PID    Reference Object                     Distance      Geod. Az  |
 KU4903|                                                           dddmmss.s |
 KU4903| KU4550 11 E 12 N                           290.930 METERS 19146     |
 KU4903|---------------------------------------------------------------------|
 KU4903
 KU4903                          SUPERSEDED SURVEY CONTROL
 KU4903
 KU4903  ELLIP H (01/11/99)   -5.27   (m)                       GP(       ) 4 1
 KU4903  NAD 83(1996)-  40 43 49.69674(N)    073 34 23.68636(W) AD(       ) 1
 KU4903  NAD 83(1992)-  40 43 49.69661(N)    073 34 23.68612(W) AD(       ) 1
 KU4903  NAD 83(1986)-  40 43 49.69731(N)    073 34 23.68730(W) AD(       ) 1
 KU4903  NGVD 29 (03/24/92)   26.4    (m)           87.     (f) GPS OBS        
 KU4903
 KU4903.Superseded values are not recommended for survey control.
 KU4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4903.See file dsdata.txt to determine how the superseded data were derived.
 KU4903
 KU4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2048109816(NAD 83)
 KU4903_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4903_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4903_STAMPING: 11E12NAZ
 KU4903_MARK LOGO: NYDPW 
 KU4903_PROJECTION: RECESSED 8 CENTIMETERS
 KU4903_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4903+STABILITY: POSITION/ELEVATION WELL
 KU4903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4903+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 KU4903_ROD/PIPE-DEPTH: 20.6 meters
 KU4903_SLEEVE-DEPTH  : 1.52 meters
 KU4903
 KU4903  HISTORY     - Date     Condition        Report By
 KU4903  HISTORY     - 1990     MONUMENTED       SBAS
 KU4903  HISTORY     - 20050521 GOOD             GEOCAC
 KU4903
 KU4903                          STATION DESCRIPTION
 KU4903
 KU4903'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4903'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, IN EISENHOWER
 KU4903'MEMORIAL PARK, 106 FEET (32.3 M) SOUTH OF THE CENTERLINE OF THE
 KU4903'EASTBOUND LANES OF PARK BOULEVARD (BICENTENNIAL BOULEVARD) AND 1500
 KU4903'FEET (457.2 M) EAST OF THE CENTERLINE OF MERRICK AVENUE,IN THE GRASS
 KU4903'AREA SOUTH WEST OF PARKING FIELD 5.
 KU4903'THE LOCATION TIES ARE 32.0 FEET (9.8 M) FROM THE SOUTH WEST CORNER OF
 KU4903'THE FACE OF THE CURB, 74.5 FEET (22.7 M) FROM THE NORTH WEST CORNER
 KU4903'OF THE FACE OF THE CURB AND 90.8 FEET (27.7 M) FROM THE SOUTH WEST
 KU4903'CORNER OF LIGHT POLE NUMBER 45.
 KU4903
 KU4903                          STATION RECOVERY (2005)
 KU4903
 KU4903'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU4903'COORDINATES ARE GOOD.  LOCATED IN EISENHOWER PARK.  IT IS IN AN
 KU4903'ASPHALT SIDEWALK, BETWEEN THE MINIATURE GOLF COURSE, AND A REFRESHMENT
 KU4903'STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4882 ***********************************************************************
 KU4882  DESIGNATION -  11E 13N
 KU4882  PID         -  KU4882
 KU4882  STATE/COUNTY-  NY/NASSAU
 KU4882  USGS QUAD   -  FREEPORT (1979)
 KU4882
 KU4882                         *CURRENT SURVEY CONTROL
 KU4882  ___________________________________________________________________
 KU4882* NAD 83(1996)-  40 44 43.62112(N)    073 34 15.30145(W)     ADJUSTED  
 KU4882* NAVD 88     -        31.4    (meters)     103.     (feet)  VERTCON   
 KU4882  ___________________________________________________________________
 KU4882  X           -   1,368,631.664 (meters)                     COMP
 KU4882  Y           -  -4,641,511.767 (meters)                     COMP
 KU4882  Z           -   4,141,047.919 (meters)                     COMP
 KU4882  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KU4882  ELLIP HEIGHT-           0.09  (meters)          (12/03/02) GPS OBS
 KU4882  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4882
 KU4882  HORZ ORDER  -  FIRST
 KU4882  ELLP ORDER  -  FOURTH    CLASS II
 KU4882
 KU4882.The horizontal coordinates were established by GPS observations
 KU4882.and adjusted by the National Geodetic Survey in January 1999..
 KU4882
 KU4882.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4882
 KU4882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4882
 KU4882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4882
 KU4882.The ellipsoidal height was determined by GPS observations
 KU4882.and is referenced to NAD 83.
 KU4882
 KU4882.The geoid height was determined by GEOID03.
 KU4882
 KU4882;                    North         East     Units Scale Factor Converg.
 KU4882;SPC NY L     -    64,360.320   336,239.233   MT  0.99999656   +0 16 50.4
 KU4882;SPC NY L     -   211,155.48  1,103,144.88   sFT  0.99999656   +0 16 50.4
 KU4882;UTM  18      - 4,511,482.454   620,651.139   MT  0.99977917   +0 55 58.3
 KU4882
 KU4882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4882!SPC NY L     -   0.99999999  x   0.99999656  =   0.99999655
 KU4882!UTM  18      -   0.99999999  x   0.99977917  =   0.99977916
 KU4882
 KU4882|---------------------------------------------------------------------|
 KU4882| PID    Reference Object                     Distance      Geod. Az  |
 KU4882|                                                           dddmmss.s |
 KU4882| KU4904 11E 13N AZ                          300.349 METERS 07923     |
 KU4882|---------------------------------------------------------------------|
 KU4882
 KU4882                          SUPERSEDED SURVEY CONTROL
 KU4882
 KU4882  ELLIP H (01/11/99)    0.09   (m)                       GP(       ) 4 1
 KU4882  NAD 83(1996)-  40 44 43.62420(N)    073 34 15.30028(W) AD(       ) 1
 KU4882  NAD 83(1992)-  40 44 43.62406(N)    073 34 15.30003(W) AD(       ) 1
 KU4882  NAD 83(1986)-  40 44 43.62478(N)    073 34 15.30121(W) AD(       ) 1
 KU4882  NGVD 29 (03/24/92)   31.7    (m)          104.     (f) GPS OBS        
 KU4882
 KU4882.Superseded values are not recommended for survey control.
 KU4882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4882.See file dsdata.txt to determine how the superseded data were derived.
 KU4882
 KU4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2065111482(NAD 83)
 KU4882_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4882_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4882_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4882_STAMPING: 11E13N
 KU4882_MARK LOGO: NYDPW 
 KU4882_PROJECTION: RECESSED 8 CENTIMETERS
 KU4882_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4882+STABILITY: POSITION/ELEVATION WELL
 KU4882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4882+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1990
 KU4882_ROD/PIPE-DEPTH: 20.6 meters
 KU4882_SLEEVE-DEPTH  : 1.52 meters
 KU4882
 KU4882  HISTORY     - Date     Condition        Report By
 KU4882  HISTORY     - 1989     MONUMENTED       SBAS
 KU4882  HISTORY     - 19901017 GOOD
 KU4882
 KU4882                          STATION DESCRIPTION
 KU4882
 KU4882'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4882'THE POINT IS LOCATED IN SOUTH WESTBURY, TOWN OF HEMPSTEAD, 128 FEET
 KU4882'(39.0 M) SOUTH OF THE CENTERLINE OF LAWRENCE COURT AND 25 FEET
 KU4882'(7.6 M) EAST OF THE CENTERLINE OF VALENTINE ROAD,IN THE CONCRETE
 KU4882'SIDEWALK.
 KU4882'THE LOCATION TIES 62.6 FEET (19.1 M) FROM THE CENTER OF THE MANHOLE,
 KU4882'72.9 FEET (22.2 M) FROM THE CENTER OF THE LIGHT POLE AND 97.4 FEET
 KU4882'(29.7 M) FROM THE CORNER OF THE 4 FOOT (1.2 M) CHAIN LINK FENCE.
 KU4882
 KU4882                          STATION RECOVERY (1990)
 KU4882
 KU4882'RECOVERED 1990
 KU4882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4904 ***********************************************************************
 KU4904  DESIGNATION -  11E 13N AZ
 KU4904  PID         -  KU4904
 KU4904  STATE/COUNTY-  NY/NASSAU
 KU4904  USGS QUAD   -  FREEPORT (1979)
 KU4904
 KU4904                         *CURRENT SURVEY CONTROL
 KU4904  ___________________________________________________________________
 KU4904* NAD 83(1996)-  40 44 45.41525(N)    073 34 02.71831(W)     ADJUSTED  
 KU4904* NAVD 88     -        31.0    (meters)     102.     (feet)  VERTCON   
 KU4904  ___________________________________________________________________
 KU4904  X           -   1,368,904.524 (meters)                     COMP
 KU4904  Y           -  -4,641,393.371 (meters)                     COMP
 KU4904  Z           -   4,141,089.626 (meters)                     COMP
 KU4904  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4904  ELLIP HEIGHT-          -0.25  (meters)          (12/03/02) GPS OBS
 KU4904  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4904
 KU4904  HORZ ORDER  -  FIRST
 KU4904  ELLP ORDER  -  FOURTH    CLASS II
 KU4904
 KU4904.The horizontal coordinates were established by GPS observations
 KU4904.and adjusted by the National Geodetic Survey in January 1999..
 KU4904
 KU4904.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4904
 KU4904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4904
 KU4904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4904
 KU4904.The ellipsoidal height was determined by GPS observations
 KU4904.and is referenced to NAD 83.
 KU4904
 KU4904.The geoid height was determined by GEOID03.
 KU4904
 KU4904;                    North         East     Units Scale Factor Converg.
 KU4904;SPC NY L     -    64,417.115   336,534.163   MT  0.99999654   +0 16 58.6
 KU4904;SPC NY L     -   211,341.82  1,104,112.50   sFT  0.99999654   +0 16 58.6
 KU4904;UTM  18      - 4,511,542.589   620,945.339   MT  0.99978005   +0 56 06.6
 KU4904
 KU4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4904!SPC NY L     -   1.00000004  x   0.99999654  =   0.99999658
 KU4904!UTM  18      -   1.00000004  x   0.99978005  =   0.99978009
 KU4904
 KU4904|---------------------------------------------------------------------|
 KU4904| PID    Reference Object                     Distance      Geod. Az  |
 KU4904|                                                           dddmmss.s |
 KU4904| KU4882 11E 13N                             300.349 METERS 25923     |
 KU4904|---------------------------------------------------------------------|
 KU4904
 KU4904                          SUPERSEDED SURVEY CONTROL
 KU4904
 KU4904  ELLIP H (01/11/99)   -0.25   (m)                       GP(       ) 4 1
 KU4904  NAD 83(1996)-  40 44 45.41833(N)    073 34 02.71714(W) AD(       ) 1
 KU4904  NAD 83(1992)-  40 44 45.41819(N)    073 34 02.71690(W) AD(       ) 1
 KU4904  NAD 83(1986)-  40 44 45.41893(N)    073 34 02.71809(W) AD(       ) 1
 KU4904  NGVD 29 (03/24/92)   31.4    (m)          103.     (f) GPS OBS        
 KU4904
 KU4904.Superseded values are not recommended for survey control.
 KU4904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4904.See file dsdata.txt to determine how the superseded data were derived.
 KU4904
 KU4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2094511543(NAD 83)
 KU4904_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4904_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4904_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4904_STAMPING: 11E13NAZ
 KU4904_MARK LOGO: NYDPW 
 KU4904_PROJECTION: RECESSED 8 CENTIMETERS
 KU4904_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4904+STABILITY: POSITION/ELEVATION WELL
 KU4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4904+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1990
 KU4904_ROD/PIPE-DEPTH: 20.6 meters
 KU4904_SLEEVE-DEPTH  : 1.52 meters
 KU4904
 KU4904  HISTORY     - Date     Condition        Report By
 KU4904  HISTORY     - 1989     MONUMENTED       SBAS
 KU4904  HISTORY     - 19901017 GOOD
 KU4904
 KU4904                          STATION DESCRIPTION
 KU4904
 KU4904'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4904'THE POINT IS LOCATED IN SOUTH WESTBURY, TOWN OF HEMPSTEAD, 220 FEET
 KU4904'(67.1 M) SOUTH WEST OF THE CENTERLINE OF REGENT DRIVE AND 10 FEET
 KU4904'(3.0 M) NORTH WEST ON THE CENTERLINE OF REGENT COURT NORTH,IN THE
 KU4904'PAVED ROADWAY.
 KU4904'THE LOCATION TIES ARE 25.8 FEET (7.9 M) FROM THE METAL LIGHT POLE,
 KU4904'21.5 FEET (6.6 M) FROM THE CENTER OF THE MANHOLE AND 36.4 FEET
 KU4904'(11.1 M) FROM THE CENTER OF THE SEWER MANHOLE IN THE SIDEWALK
 KU4904'OPPOSITE HOUSE NUMBER 2165.
 KU4904
 KU4904                          STATION RECOVERY (1990)
 KU4904
 KU4904'RECOVERED 1990
 KU4904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4883 ***********************************************************************
 KU4883  DESIGNATION -  11E 14N
 KU4883  PID         -  KU4883
 KU4883  STATE/COUNTY-  NY/NASSAU
 KU4883  USGS QUAD   -  HICKSVILLE (1979)
 KU4883
 KU4883                         *CURRENT SURVEY CONTROL
 KU4883  ___________________________________________________________________
 KU4883* NAD 83(1996)-  40 45 31.93685(N)    073 34 24.84567(W)     ADJUSTED  
 KU4883* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 KU4883  ___________________________________________________________________
 KU4883  X           -   1,368,142.843 (meters)                     COMP
 KU4883  Y           -  -4,640,645.537 (meters)                     COMP
 KU4883  Z           -   4,142,180.230 (meters)                     COMP
 KU4883  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU4883  ELLIP HEIGHT-           5.11  (meters)          (12/03/02) GPS OBS
 KU4883  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4883
 KU4883  HORZ ORDER  -  FIRST
 KU4883  ELLP ORDER  -  FOURTH    CLASS II
 KU4883
 KU4883.The horizontal coordinates were established by GPS observations
 KU4883.and adjusted by the National Geodetic Survey in January 1999..
 KU4883
 KU4883.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4883
 KU4883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4883
 KU4883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4883
 KU4883.The ellipsoidal height was determined by GPS observations
 KU4883.and is referenced to NAD 83.
 KU4883
 KU4883.The geoid height was determined by GEOID03.
 KU4883
 KU4883;                    North         East     Units Scale Factor Converg.
 KU4883;SPC NY L     -    65,849.598   336,008.068   MT  0.99999616   +0 16 44.1
 KU4883;SPC NY L     -   216,041.56  1,102,386.47   sFT  0.99999616   +0 16 44.1
 KU4883;UTM  18      - 4,512,968.680   620,403.087   MT  0.99977843   +0 55 53.0
 KU4883
 KU4883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4883!SPC NY L     -   0.99999920  x   0.99999616  =   0.99999536
 KU4883!UTM  18      -   0.99999920  x   0.99977843  =   0.99977763
 KU4883
 KU4883|---------------------------------------------------------------------|
 KU4883| PID    Reference Object                     Distance      Geod. Az  |
 KU4883|                                                           dddmmss.s |
 KU4883| KU4905 11E 14N AZ                          173.831 METERS 35334     |
 KU4883|---------------------------------------------------------------------|
 KU4883
 KU4883                          SUPERSEDED SURVEY CONTROL
 KU4883
 KU4883  ELLIP H (01/11/99)    5.11   (m)                       GP(       ) 4 1
 KU4883  NAD 83(1996)-  40 45 31.93988(N)    073 34 24.84452(W) AD(       ) 1
 KU4883  NAD 83(1992)-  40 45 31.93973(N)    073 34 24.84425(W) AD(       ) 1
 KU4883  NAD 83(1986)-  40 45 31.94041(N)    073 34 24.84565(W) AD(       ) 1
 KU4883  NGVD 29 (03/24/92)   36.7    (m)          120.     (f) GPS OBS        
 KU4883
 KU4883.Superseded values are not recommended for survey control.
 KU4883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4883.See file dsdata.txt to determine how the superseded data were derived.
 KU4883
 KU4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2040312969(NAD 83)
 KU4883_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4883_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4883_STAMPING: 11E14N
 KU4883_MARK LOGO: NYDPW 
 KU4883_PROJECTION: RECESSED 8 CENTIMETERS
 KU4883_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4883+STABILITY: POSITION/ELEVATION WELL
 KU4883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4883+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4883_ROD/PIPE-DEPTH: 20.6 meters
 KU4883_SLEEVE-DEPTH  : 1.52 meters
 KU4883
 KU4883  HISTORY     - Date     Condition        Report By
 KU4883  HISTORY     - 1990     MONUMENTED       SBAS
 KU4883
 KU4883                          STATION DESCRIPTION
 KU4883
 KU4883'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4883'THE POINT IS LOCATED IN NEW CASSEL, TOWN OF NORTH HEMPSTEAD, 16 FEET
 KU4883'(4.9 M) WEST OF THE CENTERLINE OF BROOK STREET AND 46 FEET (14.0 M)
 KU4883'NORTH OF THE CENTERLINE OF BROADWAY,IN THE GRASS AREA BETWEEN THE CURB
 KU4883'AND THE SIDEWALK.
 KU4883'THE LOCATION TIES ARE 28.1 FEET (8.6 M) FROM THE CENTER OF UTILITY
 KU4883'POLE NUMBER 12, 26.8 FEET (8.2 M) FROM THE CENTER OF THE HYDRANT AND
 KU4883'31.4 FEET (9.6 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4905 ***********************************************************************
 KU4905  DESIGNATION -  11E 14N AZ
 KU4905  PID         -  KU4905
 KU4905  STATE/COUNTY-  NY/NASSAU
 KU4905  USGS QUAD   -  HICKSVILLE (1979)
 KU4905
 KU4905                         *CURRENT SURVEY CONTROL
 KU4905  ___________________________________________________________________
 KU4905* NAD 83(1996)-  40 45 37.53662(N)    073 34 25.67617(W)     ADJUSTED  
 KU4905* NAVD 88     -        37.2    (meters)     122.     (feet)  VERTCON   
 KU4905  ___________________________________________________________________
 KU4905  X           -   1,368,092.436 (meters)                     COMP
 KU4905  Y           -  -4,640,543.445 (meters)                     COMP
 KU4905  Z           -   4,142,311.586 (meters)                     COMP
 KU4905  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KU4905  ELLIP HEIGHT-           5.90  (meters)          (12/03/02) GPS OBS
 KU4905  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4905
 KU4905  HORZ ORDER  -  FIRST
 KU4905  ELLP ORDER  -  FOURTH    CLASS II
 KU4905
 KU4905.The horizontal coordinates were established by GPS observations
 KU4905.and adjusted by the National Geodetic Survey in January 1999..
 KU4905
 KU4905.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4905
 KU4905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4905
 KU4905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4905
 KU4905.The ellipsoidal height was determined by GPS observations
 KU4905.and is referenced to NAD 83.
 KU4905
 KU4905.The geoid height was determined by GEOID03.
 KU4905
 KU4905;                    North         East     Units Scale Factor Converg.
 KU4905;SPC NY L     -    66,022.237   335,987.748   MT  0.99999612   +0 16 43.6
 KU4905;SPC NY L     -   216,607.96  1,102,319.80   sFT  0.99999612   +0 16 43.6
 KU4905;UTM  18      - 4,513,141.038   620,380.807   MT  0.99977837   +0 55 52.6
 KU4905
 KU4905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4905!SPC NY L     -   0.99999907  x   0.99999612  =   0.99999519
 KU4905!UTM  18      -   0.99999907  x   0.99977837  =   0.99977744
 KU4905
 KU4905|---------------------------------------------------------------------|
 KU4905| PID    Reference Object                     Distance      Geod. Az  |
 KU4905|                                                           dddmmss.s |
 KU4905| KU4883 11E 14N                             173.831 METERS 17334     |
 KU4905|---------------------------------------------------------------------|
 KU4905
 KU4905                          SUPERSEDED SURVEY CONTROL
 KU4905
 KU4905  ELLIP H (01/11/99)    5.90   (m)                       GP(       ) 4 1
 KU4905  NAD 83(1996)-  40 45 37.53966(N)    073 34 25.67501(W) AD(       ) 1
 KU4905  NAD 83(1992)-  40 45 37.53951(N)    073 34 25.67475(W) AD(       ) 1
 KU4905  NAD 83(1986)-  40 45 37.54016(N)    073 34 25.67609(W) AD(       ) 1
 KU4905  NGVD 29 (03/24/92)   37.5    (m)          123.     (f) GPS OBS        
 KU4905
 KU4905.Superseded values are not recommended for survey control.
 KU4905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4905.See file dsdata.txt to determine how the superseded data were derived.
 KU4905
 KU4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2038113141(NAD 83)
 KU4905_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4905_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4905_STAMPING: 11E14NAZ
 KU4905_MARK LOGO: NYDPW 
 KU4905_PROJECTION: RECESSED 8 CENTIMETERS
 KU4905_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4905+STABILITY: POSITION/ELEVATION WELL
 KU4905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4905+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4905_ROD/PIPE-DEPTH: 20.6 meters
 KU4905_SLEEVE-DEPTH  : 1.52 meters
 KU4905
 KU4905  HISTORY     - Date     Condition        Report By
 KU4905  HISTORY     - 1990     MONUMENTED       SBAS
 KU4905
 KU4905                          STATION DESCRIPTION
 KU4905
 KU4905'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4905'THE POINT IS LOCATED IN NEW CASSEL, TOWN OF NORTH HEMPSTEAD, 10 FEET
 KU4905'(3.0 M) WEST OF THE CENTERLINE OF BROOK STREET AND 86 FEET (26.2 M)
 KU4905'NORTH OF THE CENTERLINE OF ROMAN AVENUE,IN THE PAVED ROADWAY.
 KU4905'THE LOCATION TIES ARE 45.3 FEET (13.8 M) FROM THE CENTER OF THE NEW
 KU4905'YORK TELEPHONE UTILITY POLE NUMBER 6, 42.2 FEET (12.9 M) FROM THE
 KU4905'SOUTH WEST CORNER OF THE FRAME GARAGE OF HOUSE NUMBER 701 ROMAN
 KU4905'AVENUE AND 63.3 FEET (19.3 M) FROM THE SOUTH EAST CORNER OF THE FRAME
 KU4905'GARAGE ON THE NORTH EAST CORNER OF ROMAN AVENUE AND BROOK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4884 ***********************************************************************
 KU4884  DESIGNATION -  11E 15N
 KU4884  PID         -  KU4884
 KU4884  STATE/COUNTY-  NY/NASSAU
 KU4884  USGS QUAD   -  HICKSVILLE (1979)
 KU4884
 KU4884                         *CURRENT SURVEY CONTROL
 KU4884  ___________________________________________________________________
 KU4884* NAD 83(1996)-  40 46 19.15410(N)    073 34 33.01887(W)     ADJUSTED  
 KU4884* NAVD 88     -        40.6    (meters)     133.     (feet)  VERTCON   
 KU4884  ___________________________________________________________________
 KU4884  X           -   1,367,690.962 (meters)                     COMP
 KU4884  Y           -  -4,639,790.590 (meters)                     COMP
 KU4884  Z           -   4,143,286.153 (meters)                     COMP
 KU4884  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KU4884  ELLIP HEIGHT-           9.36  (meters)          (12/03/02) GPS OBS
 KU4884  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4884
 KU4884  HORZ ORDER  -  FIRST
 KU4884  ELLP ORDER  -  FOURTH    CLASS II
 KU4884
 KU4884.The horizontal coordinates were established by GPS observations
 KU4884.and adjusted by the National Geodetic Survey in January 1999..
 KU4884
 KU4884.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4884
 KU4884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4884
 KU4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4884
 KU4884.The ellipsoidal height was determined by GPS observations
 KU4884.and is referenced to NAD 83.
 KU4884
 KU4884.The geoid height was determined by GEOID03.
 KU4884
 KU4884;                    North         East     Units Scale Factor Converg.
 KU4884;SPC NY L     -    67,305.157   335,809.309   MT  0.99999583   +0 16 38.8
 KU4884;SPC NY L     -   220,817.00  1,101,734.37   sFT  0.99999583   +0 16 38.8
 KU4884;UTM  18      - 4,514,421.564   620,187.810   MT  0.99977780   +0 55 48.6
 KU4884
 KU4884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4884!SPC NY L     -   0.99999853  x   0.99999583  =   0.99999436
 KU4884!UTM  18      -   0.99999853  x   0.99977780  =   0.99977633
 KU4884
 KU4884:                Primary Azimuth Mark                     Grid Az
 KU4884:SPC NY L     -  11E 15N AZ                               054 48 29.7
 KU4884:UTM  18      -  11E 15N AZ                               054 09 19.9
 KU4884
 KU4884|---------------------------------------------------------------------|
 KU4884| PID    Reference Object                     Distance      Geod. Az  |
 KU4884|                                                           dddmmss.s |
 KU4884| KU4906 11E 15N AZ                          APPROX. 0.6 KM 0550508.5 |
 KU4884|---------------------------------------------------------------------|
 KU4884
 KU4884                          SUPERSEDED SURVEY CONTROL
 KU4884
 KU4884  ELLIP H (01/11/99)    9.36   (m)                       GP(       ) 4 1
 KU4884  NAD 83(1996)-  40 46 19.15714(N)    073 34 33.01775(W) AD(       ) 1
 KU4884  NAD 83(1992)-  40 46 19.15701(N)    073 34 33.01750(W) AD(       ) 1
 KU4884  NAD 83(1986)-  40 46 19.15763(N)    073 34 33.01886(W) AD(       ) 1
 KU4884  NGVD 29 (03/24/92)   40.9    (m)          134.     (f) GPS OBS        
 KU4884
 KU4884.Superseded values are not recommended for survey control.
 KU4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4884.See file dsdata.txt to determine how the superseded data were derived.
 KU4884
 KU4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2018814422(NAD 83)
 KU4884_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4884_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4884_STAMPING: 11E15N
 KU4884_MARK LOGO: NYDPW 
 KU4884_PROJECTION: RECESSED 8 CENTIMETERS
 KU4884_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4884+STABILITY: POSITION/ELEVATION WELL
 KU4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4884+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990
 KU4884_ROD/PIPE-DEPTH: 20.6 meters
 KU4884_SLEEVE-DEPTH  : 1.52 meters
 KU4884
 KU4884  HISTORY     - Date     Condition        Report By
 KU4884  HISTORY     - 1989     MONUMENTED       SBAS
 KU4884  HISTORY     - 19901102 GOOD
 KU4884
 KU4884                          STATION DESCRIPTION
 KU4884
 KU4884'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4884'THE POINT IS LOCATED IN WESTBURY, TOWN OF HEMPSTEAD, ON THE CENTERLINE
 KU4884'OF JERICHO TURNPIKE AND 262 FEET (79.9 M) EAST OF THE CENTERLINE OF
 KU4884'POWELL LANE,IN THE CONCRETE PAVED AREA OF THE MEDIAN.
 KU4884'THE LOCATION TIES ARE 20.6 FEET (6.3 M) FROM THE SOUTH WEST CORNER OF
 KU4884'THE CATCH BASIN ON THE SOUTH SIDE OF THE WEST BOUND LANES OF JERICHO
 KU4884'TURNPIKE, 22.2 FEET (6.8 M) FROM THE NORTH WEST CORNER OF THE CATCH
 KU4884'BASIN ON THE NORTH SIDE OF THE EAST BOUND LANES OF JERICHO TURNPIKE
 KU4884'AND 53.0 FEET (16.2 M) FROM THE SEWER MANHOLE.
 KU4884
 KU4884                          STATION RECOVERY (1990)
 KU4884
 KU4884'RECOVERED 1990
 KU4884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4906 ***********************************************************************
 KU4906  DESIGNATION -  11E 15N AZ
 KU4906  PID         -  KU4906
 KU4906  STATE/COUNTY-  NY/NASSAU
 KU4906  USGS QUAD   -  HICKSVILLE (1979)
 KU4906
 KU4906                         *CURRENT SURVEY CONTROL
 KU4906  ___________________________________________________________________
 KU4906* NAD 83(1996)-  40 46 29.44186(N)    073 34 13.62952(W)     ADJUSTED  
 KU4906* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 KU4906  ___________________________________________________________________
 KU4906  X           -   1,368,069.121 (meters)                     COMP
 KU4906  Y           -  -4,639,465.358 (meters)                     COMP
 KU4906  Z           -   4,143,528.407 (meters)                     COMP
 KU4906  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 KU4906  ELLIP HEIGHT-          12.31  (meters)          (12/03/02) GPS OBS
 KU4906  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU4906
 KU4906  HORZ ORDER  -  FIRST
 KU4906  ELLP ORDER  -  FOURTH    CLASS II
 KU4906
 KU4906.The horizontal coordinates were established by GPS observations
 KU4906.and adjusted by the National Geodetic Survey in January 1999..
 KU4906
 KU4906.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4906
 KU4906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4906
 KU4906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4906
 KU4906.The ellipsoidal height was determined by GPS observations
 KU4906.and is referenced to NAD 83.
 KU4906
 KU4906.The geoid height was determined by GEOID03.
 KU4906
 KU4906;                    North         East     Units Scale Factor Converg.
 KU4906;SPC NY L     -    67,624.715   336,262.450   MT  0.99999576   +0 16 51.5
 KU4906;SPC NY L     -   221,865.42  1,103,221.05   sFT  0.99999576   +0 16 51.5
 KU4906;UTM  18      - 4,514,746.193   620,637.183   MT  0.99977913   +0 56 01.4
 KU4906
 KU4906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4906!SPC NY L     -   0.99999807  x   0.99999576  =   0.99999383
 KU4906!UTM  18      -   0.99999807  x   0.99977913  =   0.99977720
 KU4906
 KU4906:                Primary Azimuth Mark                     Grid Az
 KU4906:SPC NY L     -  11E 15N                                  234 48 29.6
 KU4906:UTM  18      -  11E 15N                                  234 09 19.7
 KU4906
 KU4906|---------------------------------------------------------------------|
 KU4906| PID    Reference Object                     Distance      Geod. Az  |
 KU4906|                                                           dddmmss.s |
 KU4906| KU4884 11E 15N                             APPROX. 0.6 KM 2350521.1 |
 KU4906|---------------------------------------------------------------------|
 KU4906
 KU4906                          SUPERSEDED SURVEY CONTROL
 KU4906
 KU4906  ELLIP H (01/11/99)   12.31   (m)                       GP(       ) 4 1
 KU4906  NAD 83(1996)-  40 46 29.44490(N)    073 34 13.62841(W) AD(       ) 1
 KU4906  NAD 83(1992)-  40 46 29.44476(N)    073 34 13.62816(W) AD(       ) 1
 KU4906  NAD 83(1986)-  40 46 29.44543(N)    073 34 13.62951(W) AD(       ) 1
 KU4906  NGVD 29 (03/24/92)   43.9    (m)          144.     (f) GPS OBS        
 KU4906
 KU4906.Superseded values are not recommended for survey control.
 KU4906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4906.See file dsdata.txt to determine how the superseded data were derived.
 KU4906
 KU4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2063714746(NAD 83)
 KU4906_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4906_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4906_STAMPING: 11E15NAZ
 KU4906_MARK LOGO: NYDPW 
 KU4906_PROJECTION: RECESSED 8 CENTIMETERS
 KU4906_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4906+STABILITY: POSITION/ELEVATION WELL
 KU4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4906+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 KU4906_ROD/PIPE-DEPTH: 20.6 meters
 KU4906_SLEEVE-DEPTH  : 1.52 meters
 KU4906
 KU4906  HISTORY     - Date     Condition        Report By
 KU4906  HISTORY     - 1989     MONUMENTED       SBAS
 KU4906  HISTORY     - 19901212 GOOD
 KU4906
 KU4906                          STATION DESCRIPTION
 KU4906
 KU4906'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4906'THE POINT IS LOCATED IN WESTBURY, TOWN OF HEMPSTEAD, 1 FOOT (0.3 M)
 KU4906'NORTH OF THE CENTERLINE OF JERICHO TURNPIKE, AND 270 FEET (82.3 M)
 KU4906'WEST OF THE CENTERLINE OF SUDBURY LANE,IN THE GRASS AREA OF THE
 KU4906'MEDIAN.
 KU4906'THE LOCATION TIES ARE 86.0 FEET (26.2 M) FROM THE SOUTH EAST CORNER OF
 KU4906'THE CATCH BASIN ON THE SOUTH SIDE OF THE WEST BOUND LANES OF JERICHO
 KU4906'TURNPIKE, 86.5 FEET (26.4 M) FROM THE NORTH EAST CORNER OF THE CATCH
 KU4906'BASIN ON THE NORTH SIDE OF THE EAST BOUND LANES OF JERICHO TURNPIKE
 KU4906'AND 208.0 FEET (63.4 M) FROM THE DRAIN MANHOLE.
 KU4906
 KU4906                          STATION RECOVERY (1990)
 KU4906
 KU4906'RECOVERED 1990
 KU4906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4885 ***********************************************************************
 KU4885  DESIGNATION -  11E 16N
 KU4885  PID         -  KU4885
 KU4885  STATE/COUNTY-  NY/NASSAU
 KU4885  USGS QUAD   -  HICKSVILLE (1979)
 KU4885
 KU4885                         *CURRENT SURVEY CONTROL
 KU4885  ___________________________________________________________________
 KU4885* NAD 83(1996)-  40 46 50.88690(N)    073 34 02.35101(W)     ADJUSTED  
 KU4885* NAVD 88     -        47.8    (meters)     157.     (feet)  VERTCON   
 KU4885  ___________________________________________________________________
 KU4885  X           -   1,368,201.514 (meters)                     COMP
 KU4885  Y           -  -4,638,979.304 (meters)                     COMP
 KU4885  Z           -   4,144,032.189 (meters)                     COMP
 KU4885  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 KU4885  ELLIP HEIGHT-          16.67  (meters)          (12/03/02) GPS OBS
 KU4885  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4885
 KU4885  HORZ ORDER  -  FIRST
 KU4885  ELLP ORDER  -  FOURTH    CLASS II
 KU4885
 KU4885.The horizontal coordinates were established by GPS observations
 KU4885.and adjusted by the National Geodetic Survey in January 1999..
 KU4885
 KU4885.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4885
 KU4885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4885
 KU4885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4885
 KU4885.The ellipsoidal height was determined by GPS observations
 KU4885.and is referenced to NAD 83.
 KU4885
 KU4885.The geoid height was determined by GEOID03.
 KU4885
 KU4885;                    North         East     Units Scale Factor Converg.
 KU4885;SPC NY L     -    68,287.524   336,523.662   MT  0.99999563   +0 16 58.8
 KU4885;SPC NY L     -   224,039.98  1,104,078.05   sFT  0.99999563   +0 16 58.8
 KU4885;UTM  18      - 4,515,411.791   620,890.771   MT  0.99977988   +0 56 09.2
 KU4885
 KU4885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4885!SPC NY L     -   0.99999739  x   0.99999563  =   0.99999302
 KU4885!UTM  18      -   0.99999739  x   0.99977988  =   0.99977727
 KU4885
 KU4885:                Primary Azimuth Mark                     Grid Az
 KU4885:SPC NY L     -  11E 16N AZ                               252 28 54.2
 KU4885:UTM  18      -  11E 16N AZ                               251 49 43.8
 KU4885
 KU4885|---------------------------------------------------------------------|
 KU4885| PID    Reference Object                     Distance      Geod. Az  |
 KU4885|                                                           dddmmss.s |
 KU4885| KU4907 11E 16N AZ                          419.970 METERS 2524553.0 |
 KU4885|---------------------------------------------------------------------|
 KU4885
 KU4885                          SUPERSEDED SURVEY CONTROL
 KU4885
 KU4885  ELLIP H (01/11/99)   16.67   (m)                       GP(       ) 4 1
 KU4885  NAD 83(1996)-  40 46 50.88992(N)    073 34 02.34991(W) AD(       ) 1
 KU4885  NAD 83(1992)-  40 46 50.88979(N)    073 34 02.34967(W) AD(       ) 1
 KU4885  NAD 83(1986)-  40 46 50.89043(N)    073 34 02.35100(W) AD(       ) 1
 KU4885  NGVD 29 (03/24/92)   48.2    (m)          158.     (f) GPS OBS        
 KU4885
 KU4885.Superseded values are not recommended for survey control.
 KU4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4885.See file dsdata.txt to determine how the superseded data were derived.
 KU4885
 KU4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2089115412(NAD 83)
 KU4885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4885_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4885_STAMPING: 11E16N
 KU4885_MARK LOGO: NYDPW 
 KU4885_PROJECTION: RECESSED 8 CENTIMETERS
 KU4885_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4885+STABILITY: POSITION/ELEVATION WELL
 KU4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4885+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KU4885_ROD/PIPE-DEPTH: 12.1 meters
 KU4885_SLEEVE-DEPTH  : 1.52 meters
 KU4885
 KU4885  HISTORY     - Date     Condition        Report By
 KU4885  HISTORY     - 1989     MONUMENTED       SBAS
 KU4885  HISTORY     - 19910227 GOOD
 KU4885
 KU4885                          STATION DESCRIPTION
 KU4885
 KU4885'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4885'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 22 FEET (6.7 M)
 KU4885'NORTH OF THE CENTERLINE OF THE WESTBOUND SERVICE ROAD OF THE LONG
 KU4885'ISLAND EXPRESSWAY AND 2054 FEET (626.1 M) WEST OF THE CENTERLINE OF
 KU4885'MAPLE RUN DRIVE,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4885'THE LOCATION TIES ARE 16.2 FEET (4.9 M) FROM THE DRAIN INLET, 34.0
 KU4885'FEET (10.4 M) FROM THE ELECTRIC BOX AND 35.5 FEET (10.8 M) FROM THE
 KU4885'SOUTH WEST CORNER OF THE CATCH BASIN.
 KU4885
 KU4885                          STATION RECOVERY (1991)
 KU4885
 KU4885'RECOVERED 1991
 KU4885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4907 ***********************************************************************
 KU4907  DESIGNATION -  11E 16N AZ
 KU4907  PID         -  KU4907
 KU4907  STATE/COUNTY-  NY/NASSAU
 KU4907  USGS QUAD   -  HICKSVILLE (1979)
 KU4907
 KU4907                         *CURRENT SURVEY CONTROL
 KU4907  ___________________________________________________________________
 KU4907* NAD 83(1996)-  40 46 46.85260(N)    073 34 19.45707(W)     ADJUSTED  
 KU4907* NAVD 88     -        54.6    (meters)     179.     (feet)  VERTCON   
 KU4907  ___________________________________________________________________
 KU4907  X           -   1,367,841.211 (meters)                     COMP
 KU4907  Y           -  -4,639,175.595 (meters)                     COMP
 KU4907  Z           -   4,143,942.338 (meters)                     COMP
 KU4907  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KU4907  ELLIP HEIGHT-          23.38  (meters)          (12/03/02) GPS OBS
 KU4907  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4907
 KU4907  HORZ ORDER  -  FIRST
 KU4907  ELLP ORDER  -  FOURTH    CLASS II
 KU4907
 KU4907.The horizontal coordinates were established by GPS observations
 KU4907.and adjusted by the National Geodetic Survey in January 1999..
 KU4907
 KU4907.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4907
 KU4907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4907
 KU4907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4907
 KU4907.The ellipsoidal height was determined by GPS observations
 KU4907.and is referenced to NAD 83.
 KU4907
 KU4907.The geoid height was determined by GEOID03.
 KU4907
 KU4907;                    North         East     Units Scale Factor Converg.
 KU4907;SPC NY L     -    68,161.109   336,123.171   MT  0.99999565   +0 16 47.6
 KU4907;SPC NY L     -   223,625.24  1,102,764.10   sFT  0.99999565   +0 16 47.6
 KU4907;UTM  18      - 4,515,280.849   620,491.833   MT  0.99977870   +0 55 58.0
 KU4907
 KU4907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4907!SPC NY L     -   0.99999633  x   0.99999565  =   0.99999198
 KU4907!UTM  18      -   0.99999633  x   0.99977870  =   0.99977503
 KU4907
 KU4907:                Primary Azimuth Mark                     Grid Az
 KU4907:SPC NY L     -  11E 16N                                  072 28 54.2
 KU4907:UTM  18      -  11E 16N                                  071 49 43.8
 KU4907
 KU4907|---------------------------------------------------------------------|
 KU4907| PID    Reference Object                     Distance      Geod. Az  |
 KU4907|                                                           dddmmss.s |
 KU4907| KU4885 11E 16N                             419.970 METERS 0724541.8 |
 KU4907|---------------------------------------------------------------------|
 KU4907
 KU4907                          SUPERSEDED SURVEY CONTROL
 KU4907
 KU4907  ELLIP H (01/11/99)   23.38   (m)                       GP(       ) 4 1
 KU4907  NAD 83(1996)-  40 46 46.85562(N)    073 34 19.45598(W) AD(       ) 1
 KU4907  NAD 83(1992)-  40 46 46.85549(N)    073 34 19.45575(W) AD(       ) 1
 KU4907  NAD 83(1986)-  40 46 46.85608(N)    073 34 19.45705(W) AD(       ) 1
 KU4907  NGVD 29 (03/24/92)   54.9    (m)          180.     (f) GPS OBS        
 KU4907
 KU4907.Superseded values are not recommended for survey control.
 KU4907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4907.See file dsdata.txt to determine how the superseded data were derived.
 KU4907
 KU4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2049215281(NAD 83)
 KU4907_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4907_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4907_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4907_STAMPING: 11E16NAZ
 KU4907_MARK LOGO: NYDPW 
 KU4907_PROJECTION: RECESSED 8 CENTIMETERS
 KU4907_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4907+STABILITY: POSITION/ELEVATION WELL
 KU4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4907+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 KU4907_ROD/PIPE-DEPTH: 13.9 meters
 KU4907_SLEEVE-DEPTH  : 1.52 meters
 KU4907
 KU4907  HISTORY     - Date     Condition        Report By
 KU4907  HISTORY     - 1989     MONUMENTED       SBAS
 KU4907  HISTORY     - 19910110 GOOD
 KU4907
 KU4907                          STATION DESCRIPTION
 KU4907
 KU4907'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4907'THE POINT IS LOCATED IN OLD WESTBURY, TOWN OF OYSTER BAY, 16 FEET
 KU4907'(4.9 M) SOUTH OF THE CENTERLINE OF THE WESTBOUND SERVICE ROAD OF THE
 KU4907'LONG ISLAND EXPRESSWAY AND 3422 FEET (1043.0 M) WEST OF THE
 KU4907'CENTERLINE OF MAPLE RUN ROAD,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4907'THE LOCATION TIES ARE 265.5 FEET (80.9 M) FROM THE SOUTH EAST CORNER
 KU4907'OF THE NORTH/EASTERLY CATCH BASIN, 34.0 FEET (10.4 M) FROM THE SOUTH
 KU4907'EAST CORNER OF THE NORTHERLY CATCH BASIN AND 267.0 FEET (81.4 M) FROM
 KU4907'THE SOUTH EAST CORNER OF THE NORTH/WESTERLY CATCH BASIN.
 KU4907
 KU4907                          STATION RECOVERY (1991)
 KU4907
 KU4907'RECOVERED 1991
 KU4907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4886 ***********************************************************************
 KU4886  DESIGNATION -  11E 17N
 KU4886  PID         -  KU4886
 KU4886  STATE/COUNTY-  NY/NASSAU
 KU4886  USGS QUAD   -  HICKSVILLE (1979)
 KU4886
 KU4886                         *CURRENT SURVEY CONTROL
 KU4886  ___________________________________________________________________
 KU4886* NAD 83(1996)-  40 48 06.27953(N)    073 33 58.83331(W)     ADJUSTED  
 KU4886* NAVD 88     -        69.3    (meters)     227.     (feet)  VERTCON   
 KU4886  ___________________________________________________________________
 KU4886  X           -   1,367,855.399 (meters)                     COMP
 KU4886  Y           -  -4,637,514.292 (meters)                     COMP
 KU4886  Z           -   4,145,806.986 (meters)                     COMP
 KU4886  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KU4886  ELLIP HEIGHT-          38.18  (meters)          (12/03/02) GPS OBS
 KU4886  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4886
 KU4886  HORZ ORDER  -  FIRST
 KU4886  ELLP ORDER  -  FOURTH    CLASS II
 KU4886
 KU4886.The horizontal coordinates were established by GPS observations
 KU4886.and adjusted by the National Geodetic Survey in January 1999..
 KU4886
 KU4886.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4886
 KU4886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4886
 KU4886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4886
 KU4886.The ellipsoidal height was determined by GPS observations
 KU4886.and is referenced to NAD 83.
 KU4886
 KU4886.The geoid height was determined by GEOID03.
 KU4886
 KU4886;                    North         East     Units Scale Factor Converg.
 KU4886;SPC NY L     -    70,613.543   336,594.631   MT  0.99999525   +0 17 01.1
 KU4886;SPC NY L     -   231,671.27  1,104,310.89   sFT  0.99999525   +0 17 01.1
 KU4886;UTM  18      - 4,517,737.966   620,935.213   MT  0.99978001   +0 56 12.9
 KU4886
 KU4886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4886!SPC NY L     -   0.99999401  x   0.99999525  =   0.99998926
 KU4886!UTM  18      -   0.99999401  x   0.99978001  =   0.99977402
 KU4886
 KU4886|---------------------------------------------------------------------|
 KU4886| PID    Reference Object                     Distance      Geod. Az  |
 KU4886|                                                           dddmmss.s |
 KU4886| KU4908 11E 17N AZ                          113.855 METERS 34815     |
 KU4886|---------------------------------------------------------------------|
 KU4886
 KU4886                          SUPERSEDED SURVEY CONTROL
 KU4886
 KU4886  ELLIP H (01/11/99)   38.18   (m)                       GP(       ) 4 1
 KU4886  NAD 83(1996)-  40 48 06.28250(N)    073 33 58.83227(W) AD(       ) 1
 KU4886  NAD 83(1992)-  40 48 06.28238(N)    073 33 58.83200(W) AD(       ) 1
 KU4886  NAD 83(1986)-  40 48 06.28307(N)    073 33 58.83339(W) AD(       ) 1
 KU4886  NGVD 29 (03/24/92)   69.6    (m)          228.     (f) GPS OBS        
 KU4886
 KU4886.Superseded values are not recommended for survey control.
 KU4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4886.See file dsdata.txt to determine how the superseded data were derived.
 KU4886
 KU4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2093517738(NAD 83)
 KU4886_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4886_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4886_STAMPING: 11E17N
 KU4886_MARK LOGO: NYDPW 
 KU4886_PROJECTION: RECESSED 8 CENTIMETERS
 KU4886_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4886+STABILITY: POSITION/ELEVATION WELL
 KU4886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4886+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 KU4886_ROD/PIPE-DEPTH: 18.5 meters
 KU4886_SLEEVE-DEPTH  : 1.52 meters
 KU4886
 KU4886  HISTORY     - Date     Condition        Report By
 KU4886  HISTORY     - 1989     MONUMENTED       SBAS
 KU4886  HISTORY     - 19910404 GOOD
 KU4886
 KU4886                          STATION DESCRIPTION
 KU4886
 KU4886'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4886'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 13 FEET
 KU4886'(4.0 M) SOUTH OF THE CENTERLINE OF WENWOOD DRIVE AND 2 FEET (0.6 M)
 KU4886'WEST OF THE CENTERLINE OF IVY COURT,IN THE GRASS AREA ADJACENT TO THE
 KU4886'CURB.
 KU4886'THE LOCATION TIES ARE 18.3 FEET (5.6 M) FROM THE DRAIN MANHOLE, 53.3
 KU4886'FEET (16.2 M) FROM THE NORTH/EASTERLY CATCH BASIN AND 58.0 FEET
 KU4886'(17.7 M) FROM THE NORTH/WESTERLY CATCH BASIN.
 KU4886
 KU4886                          STATION RECOVERY (1991)
 KU4886
 KU4886'RECOVERED 1991
 KU4886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4908 ***********************************************************************
 KU4908  DESIGNATION -  11E 17N AZ
 KU4908  PID         -  KU4908
 KU4908  STATE/COUNTY-  NY/NASSAU
 KU4908  USGS QUAD   -  HICKSVILLE (1979)
 KU4908
 KU4908                         *CURRENT SURVEY CONTROL
 KU4908  ___________________________________________________________________
 KU4908* NAD 83(1996)-  40 48 09.89303(N)    073 33 59.82302(W)     ADJUSTED  
 KU4908* NAVD 88     -        69.7    (meters)     229.     (feet)  VERTCON   
 KU4908  ___________________________________________________________________
 KU4908  X           -   1,367,812.626 (meters)                     COMP
 KU4908  Y           -  -4,637,451.283 (meters)                     COMP
 KU4908  Z           -   4,145,891.625 (meters)                     COMP
 KU4908  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KU4908  ELLIP HEIGHT-          38.58  (meters)          (12/03/02) GPS OBS
 KU4908  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4908
 KU4908  HORZ ORDER  -  FIRST
 KU4908  ELLP ORDER  -  FOURTH    CLASS II
 KU4908
 KU4908.The horizontal coordinates were established by GPS observations
 KU4908.and adjusted by the National Geodetic Survey in January 1999..
 KU4908
 KU4908.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4908
 KU4908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4908
 KU4908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4908
 KU4908.The ellipsoidal height was determined by GPS observations
 KU4908.and is referenced to NAD 83.
 KU4908
 KU4908.The geoid height was determined by GEOID03.
 KU4908
 KU4908;                    North         East     Units Scale Factor Converg.
 KU4908;SPC NY L     -    70,724.893   336,570.880   MT  0.99999524   +0 17 00.5
 KU4908;SPC NY L     -   232,036.59  1,104,232.96   sFT  0.99999524   +0 17 00.5
 KU4908;UTM  18      - 4,517,849.014   620,910.200   MT  0.99977994   +0 56 12.4
 KU4908
 KU4908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4908!SPC NY L     -   0.99999395  x   0.99999524  =   0.99998919
 KU4908!UTM  18      -   0.99999395  x   0.99977994  =   0.99977389
 KU4908
 KU4908|---------------------------------------------------------------------|
 KU4908| PID    Reference Object                     Distance      Geod. Az  |
 KU4908|                                                           dddmmss.s |
 KU4908| KU4886 11E 17N                             113.855 METERS 16815     |
 KU4908|---------------------------------------------------------------------|
 KU4908
 KU4908                          SUPERSEDED SURVEY CONTROL
 KU4908
 KU4908  ELLIP H (01/11/99)   38.59   (m)                       GP(       ) 4 1
 KU4908  NAD 83(1996)-  40 48 09.89598(N)    073 33 59.82199(W) AD(       ) 1
 KU4908  NAD 83(1992)-  40 48 09.89586(N)    073 33 59.82172(W) AD(       ) 1
 KU4908  NAD 83(1986)-  40 48 09.89657(N)    073 33 59.82314(W) AD(       ) 1
 KU4908  NGVD 29 (03/24/92)   70.0    (m)          230.     (f) GPS OBS        
 KU4908
 KU4908.Superseded values are not recommended for survey control.
 KU4908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4908.See file dsdata.txt to determine how the superseded data were derived.
 KU4908
 KU4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2091017849(NAD 83)
 KU4908_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4908_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4908_STAMPING: 11E17NAZ
 KU4908_MARK LOGO: NYDPW 
 KU4908_PROJECTION: RECESSED 8 CENTIMETERS
 KU4908_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4908+STABILITY: POSITION/ELEVATION WELL
 KU4908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4908+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU4908_ROD/PIPE-DEPTH: 15.5 meters
 KU4908_SLEEVE-DEPTH  : 1.52 meters
 KU4908
 KU4908  HISTORY     - Date     Condition        Report By
 KU4908  HISTORY     - 1989     MONUMENTED       SBAS
 KU4908  HISTORY     - 19910214 GOOD
 KU4908
 KU4908                          STATION DESCRIPTION
 KU4908
 KU4908'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4908'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 13 FEET
 KU4908'(4.0 M) NORTH WEST OF THE CENTERLINE OF IVY COURT AND 357 FEET
 KU4908'(108.8 M) NORTH OF THE CENTERLINE OF WENWOOD DRIVE,IN THE PAVED
 KU4908'ROADWAY.
 KU4908'THE LOCATION TIES ARE 51.0 FEET (15.5 M) FROM THE WATER METER OF HOUSE
 KU4908'NUMBER 3, 74.0 FEET (22.6 M) FROM THE NEW YORK TELEPHONE UTILITY POLE
 KU4908'NUMBER 2 AND 92.8 FEET (28.3 M) FROM THE HYDRANT.
 KU4908
 KU4908                          STATION RECOVERY (1991)
 KU4908
 KU4908'RECOVERED 1991
 KU4908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4887 ***********************************************************************
 KU4887  DESIGNATION -  11E 18N
 KU4887  PID         -  KU4887
 KU4887  STATE/COUNTY-  NY/NASSAU
 KU4887  USGS QUAD   -  HICKSVILLE (1979)
 KU4887
 KU4887                         *CURRENT SURVEY CONTROL
 KU4887  ___________________________________________________________________
 KU4887* NAD 83(1996)-  40 48 57.20647(N)    073 33 53.88968(W)     ADJUSTED  
 KU4887* NAVD 88     -        70.4    (meters)     231.     (feet)  VERTCON   
 KU4887  ___________________________________________________________________
 KU4887  X           -   1,367,676.309 (meters)                     COMP
 KU4887  Y           -  -4,636,497.584 (meters)                     COMP
 KU4887  Z           -   4,146,996.775 (meters)                     COMP
 KU4887  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU4887  ELLIP HEIGHT-          39.30  (meters)          (12/03/02) GPS OBS
 KU4887  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU4887
 KU4887  HORZ ORDER  -  FIRST
 KU4887  ELLP ORDER  -  FOURTH    CLASS II
 KU4887
 KU4887.The horizontal coordinates were established by GPS observations
 KU4887.and adjusted by the National Geodetic Survey in January 1999..
 KU4887
 KU4887.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4887
 KU4887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4887
 KU4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4887
 KU4887.The ellipsoidal height was determined by GPS observations
 KU4887.and is referenced to NAD 83.
 KU4887
 KU4887.The geoid height was determined by GEOID03.
 KU4887
 KU4887;                    North         East     Units Scale Factor Converg.
 KU4887;SPC NY L     -    72,185.048   336,702.710   MT  0.99999508   +0 17 04.4
 KU4887;SPC NY L     -   236,827.11  1,104,665.47   sFT  0.99999508   +0 17 04.4
 KU4887;UTM  18      - 4,519,310.264   621,025.344   MT  0.99978028   +0 56 17.1
 KU4887
 KU4887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4887!SPC NY L     -   0.99999384  x   0.99999508  =   0.99998892
 KU4887!UTM  18      -   0.99999384  x   0.99978028  =   0.99977412
 KU4887
 KU4887|---------------------------------------------------------------------|
 KU4887| PID    Reference Object                     Distance      Geod. Az  |
 KU4887|                                                           dddmmss.s |
 KU4887| KU4909 11E 18N AZ                          151.042 METERS 04544     |
 KU4887|---------------------------------------------------------------------|
 KU4887
 KU4887                          SUPERSEDED SURVEY CONTROL
 KU4887
 KU4887  ELLIP H (01/11/99)   39.30   (m)                       GP(       ) 4 1
 KU4887  NAD 83(1996)-  40 48 57.20942(N)    073 33 53.88860(W) AD(       ) 1
 KU4887  NAD 83(1992)-  40 48 57.20928(N)    073 33 53.88836(W) AD(       ) 1
 KU4887  NAD 83(1986)-  40 48 57.21005(N)    073 33 53.88977(W) AD(       ) 1
 KU4887  NGVD 29 (03/24/92)   70.7    (m)          232.     (f) GPS OBS        
 KU4887
 KU4887.Superseded values are not recommended for survey control.
 KU4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4887.See file dsdata.txt to determine how the superseded data were derived.
 KU4887
 KU4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2102519310(NAD 83)
 KU4887_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4887_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4887_STAMPING: 11E18N
 KU4887_MARK LOGO: NYDPW 
 KU4887_PROJECTION: RECESSED 8 CENTIMETERS
 KU4887_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4887+STABILITY: POSITION/ELEVATION WELL
 KU4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4887+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 KU4887_ROD/PIPE-DEPTH: 6.06 meters
 KU4887_SLEEVE-DEPTH  : 1.52 meters
 KU4887
 KU4887  HISTORY     - Date     Condition        Report By
 KU4887  HISTORY     - 1989     MONUMENTED       SBAS
 KU4887  HISTORY     - 19910415 GOOD
 KU4887
 KU4887                          STATION DESCRIPTION
 KU4887
 KU4887'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4887'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 9 FEET
 KU4887'(2.7 M) NORTH WEST OF THE CENTERLINE OF DOGWOOD HILL AND 0.2 MILE
 KU4887'(0.3 KM) NORTH EAST OF THE CENTERLINE OF CEDAR SWAMP ROAD,IN THE
 KU4887'PAVED ROADWAY.
 KU4887'THE LOCATION TIES ARE 162.2 FEET (49.4 M) FROM THE EASTERLY CATCH
 KU4887'BASIN, 164.2 FEET (50.0 M) FROM THE WESTERLY CATCH BASIN AND 66.8
 KU4887'FEET (20.4 M) FROM THE WATER METER OF HOUSE NUMBER 15.
 KU4887
 KU4887                          STATION RECOVERY (1991)
 KU4887
 KU4887'RECOVERED 1991
 KU4887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4909 ***********************************************************************
 KU4909  DESIGNATION -  11E 18N AZ
 KU4909  PID         -  KU4909
 KU4909  STATE/COUNTY-  NY/NASSAU
 KU4909  USGS QUAD   -  HICKSVILLE (1979)
 KU4909
 KU4909                         *CURRENT SURVEY CONTROL
 KU4909  ___________________________________________________________________
 KU4909* NAD 83(1996)-  40 49 00.62413(N)    073 33 49.27439(W)     ADJUSTED  
 KU4909* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 KU4909  ___________________________________________________________________
 KU4909  X           -   1,367,760.444 (meters)                     COMP
 KU4909  Y           -  -4,636,400.508 (meters)                     COMP
 KU4909  Z           -   4,147,076.222 (meters)                     COMP
 KU4909  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 KU4909  ELLIP HEIGHT-          38.78  (meters)          (12/03/02) GPS OBS
 KU4909  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU4909
 KU4909  HORZ ORDER  -  FIRST
 KU4909  ELLP ORDER  -  FOURTH    CLASS II
 KU4909
 KU4909.The horizontal coordinates were established by GPS observations
 KU4909.and adjusted by the National Geodetic Survey in January 1999..
 KU4909
 KU4909.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4909
 KU4909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4909
 KU4909.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4909
 KU4909.The ellipsoidal height was determined by GPS observations
 KU4909.and is referenced to NAD 83.
 KU4909
 KU4909.The geoid height was determined by GEOID03.
 KU4909
 KU4909;                    North         East     Units Scale Factor Converg.
 KU4909;SPC NY L     -    72,291.010   336,810.346   MT  0.99999507   +0 17 07.4
 KU4909;SPC NY L     -   237,174.76  1,105,018.61   sFT  0.99999507   +0 17 07.4
 KU4909;UTM  18      - 4,519,417.423   621,131.742   MT  0.99978060   +0 56 20.2
 KU4909
 KU4909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4909!SPC NY L     -   0.99999392  x   0.99999507  =   0.99998899
 KU4909!UTM  18      -   0.99999392  x   0.99978060  =   0.99977452
 KU4909
 KU4909|---------------------------------------------------------------------|
 KU4909| PID    Reference Object                     Distance      Geod. Az  |
 KU4909|                                                           dddmmss.s |
 KU4909| KU4887 11E 18N                             151.042 METERS 22544     |
 KU4909|---------------------------------------------------------------------|
 KU4909
 KU4909                          SUPERSEDED SURVEY CONTROL
 KU4909
 KU4909  ELLIP H (01/11/99)   38.78   (m)                       GP(       ) 4 1
 KU4909  NAD 83(1996)-  40 49 00.62708(N)    073 33 49.27331(W) AD(       ) 1
 KU4909  NAD 83(1992)-  40 49 00.62694(N)    073 33 49.27308(W) AD(       ) 1
 KU4909  NAD 83(1986)-  40 49 00.62770(N)    073 33 49.27446(W) AD(       ) 1
 KU4909  NGVD 29 (03/24/92)   70.2    (m)          230.     (f) GPS OBS        
 KU4909
 KU4909.Superseded values are not recommended for survey control.
 KU4909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4909.See file dsdata.txt to determine how the superseded data were derived.
 KU4909
 KU4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2113219417(NAD 83)
 KU4909_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4909_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4909_STAMPING: 11E18NAZ
 KU4909_MARK LOGO: NYDPW 
 KU4909_PROJECTION: RECESSED 8 CENTIMETERS
 KU4909_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4909+STABILITY: POSITION/ELEVATION WELL
 KU4909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4909+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 KU4909_ROD/PIPE-DEPTH: 8.48 meters
 KU4909_SLEEVE-DEPTH  : 1.52 meters
 KU4909
 KU4909  HISTORY     - Date     Condition        Report By
 KU4909  HISTORY     - 1989     MONUMENTED       SBAS
 KU4909  HISTORY     - 19910111 GOOD
 KU4909
 KU4909                          STATION DESCRIPTION
 KU4909
 KU4909'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4909'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 13 FEET
 KU4909'(4.0 M) NORTH WEST OF THE CENTERLINE OF DOGWOOD HILL AND 520 FEET
 KU4909'(158.5 M) NORTH EAST OF THE CENTERLINE OF CEDAR SWAMP ROAD (ROUTE
 KU4909'107),IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4909'THE LOCATION TIES ARE 8.1 FEET (2.5 M) FROM THE WATER VALVE, 8.1 FEET
 KU4909'(2.5 M) FROM THE WATER VALVE AND 61.7 FEET (18.8 M) FROM THE CATCH
 KU4909'BASIN.
 KU4909
 KU4909                          STATION RECOVERY (1991)
 KU4909
 KU4909'RECOVERED 1991
 KU4909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4888 ***********************************************************************
 KU4888  DESIGNATION -  11E 19N
 KU4888  PID         -  KU4888
 KU4888  STATE/COUNTY-  NY/NASSAU
 KU4888  USGS QUAD   -  HICKSVILLE (1979)
 KU4888
 KU4888                         *CURRENT SURVEY CONTROL
 KU4888  ___________________________________________________________________
 KU4888* NAD 83(1996)-  40 49 45.88211(N)    073 34 36.41159(W)     ADJUSTED  
 KU4888* NAVD 88     -        50.3    (meters)     165.     (feet)  VERTCON   
 KU4888  ___________________________________________________________________
 KU4888  X           -   1,366,438.648 (meters)                     COMP
 KU4888  Y           -  -4,635,823.363 (meters)                     COMP
 KU4888  Z           -   4,148,119.931 (meters)                     COMP
 KU4888  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KU4888  ELLIP HEIGHT-          19.26  (meters)          (12/03/02) GPS OBS
 KU4888  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4888
 KU4888  HORZ ORDER  -  FIRST
 KU4888  ELLP ORDER  -  FOURTH    CLASS II
 KU4888
 KU4888.The horizontal coordinates were established by GPS observations
 KU4888.and adjusted by the National Geodetic Survey in January 1999..
 KU4888
 KU4888.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4888
 KU4888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4888
 KU4888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4888
 KU4888.The ellipsoidal height was determined by GPS observations
 KU4888.and is referenced to NAD 83.
 KU4888
 KU4888.The geoid height was determined by GEOID03.
 KU4888
 KU4888;                    North         East     Units Scale Factor Converg.
 KU4888;SPC NY L     -    73,681.656   335,698.937   MT  0.99999497   +0 16 36.6
 KU4888;SPC NY L     -   241,737.23  1,101,372.26   sFT  0.99999497   +0 16 36.6
 KU4888;UTM  18      - 4,520,795.002   620,004.784   MT  0.99977725   +0 55 50.2
 KU4888
 KU4888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4888!SPC NY L     -   0.99999698  x   0.99999497  =   0.99999195
 KU4888!UTM  18      -   0.99999698  x   0.99977725  =   0.99977423
 KU4888
 KU4888|---------------------------------------------------------------------|
 KU4888| PID    Reference Object                     Distance      Geod. Az  |
 KU4888|                                                           dddmmss.s |
 KU4888| KU4910 11E 19N AZ                          139.204 METERS 28027     |
 KU4888|---------------------------------------------------------------------|
 KU4888
 KU4888                          SUPERSEDED SURVEY CONTROL
 KU4888
 KU4888  ELLIP H (01/11/99)   19.27   (m)                       GP(       ) 4 1
 KU4888  NAD 83(1996)-  40 49 45.88509(N)    073 34 36.41051(W) AD(       ) 1
 KU4888  NAD 83(1992)-  40 49 45.88495(N)    073 34 36.41029(W) AD(       ) 1
 KU4888  NAD 83(1986)-  40 49 45.88566(N)    073 34 36.41175(W) AD(       ) 1
 KU4888  NGVD 29 (03/24/92)   50.6    (m)          166.     (f) GPS OBS        
 KU4888
 KU4888.Superseded values are not recommended for survey control.
 KU4888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4888.See file dsdata.txt to determine how the superseded data were derived.
 KU4888
 KU4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2000520795(NAD 83)
 KU4888_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4888_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4888_STAMPING: 11E19N
 KU4888_MARK LOGO: NYDPW 
 KU4888_PROJECTION: RECESSED 8 CENTIMETERS
 KU4888_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4888+STABILITY: POSITION/ELEVATION WELL
 KU4888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4888+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 KU4888_ROD/PIPE-DEPTH: 20.6 meters
 KU4888_SLEEVE-DEPTH  : 1.52 meters
 KU4888
 KU4888  HISTORY     - Date     Condition        Report By
 KU4888  HISTORY     - 1989     MONUMENTED       SBAS
 KU4888  HISTORY     - 19910111 GOOD
 KU4888
 KU4888                          STATION DESCRIPTION
 KU4888
 KU4888'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4888'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, 1 FOOT
 KU4888'(0.3 M) SOUTH OF THE CENTERLINE OF WOOD HILL LANE AND 635 FEET
 KU4888'(193.5 M) EAST OF THE CENTERLINE OF FARMWOODS LANE,IN THE PAVED
 KU4888'ROADWAY.
 KU4888'THE LOCATION TIES ARE 43.8 FEET (13.4 M) FROM THE HYDRANT,62.4 FEET
 KU4888'FROM THE WATER VALVE AND 89.3 FEET (27.2 M) FROM THE WATER METER.
 KU4888
 KU4888                          STATION RECOVERY (1991)
 KU4888
 KU4888'RECOVERED 1991
 KU4888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4910 ***********************************************************************
 KU4910  DESIGNATION -  11E 19N AZ
 KU4910  PID         -  KU4910
 KU4910  STATE/COUNTY-  NY/NASSAU
 KU4910  USGS QUAD   -  HICKSVILLE (1979)
 KU4910
 KU4910                         *CURRENT SURVEY CONTROL
 KU4910  ___________________________________________________________________
 KU4910* NAD 83(1996)-  40 49 46.70052(N)    073 34 42.25407(W)     ADJUSTED  
 KU4910* NAVD 88     -        49.4    (meters)     162.     (feet)  VERTCON   
 KU4910  ___________________________________________________________________
 KU4910  X           -   1,366,302.477 (meters)                     COMP
 KU4910  Y           -  -4,635,845.572 (meters)                     COMP
 KU4910  Z           -   4,148,138.438 (meters)                     COMP
 KU4910  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 KU4910  ELLIP HEIGHT-          18.35  (meters)          (12/03/02) GPS OBS
 KU4910  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4910
 KU4910  HORZ ORDER  -  FIRST
 KU4910  ELLP ORDER  -  FOURTH    CLASS II
 KU4910
 KU4910.The horizontal coordinates were established by GPS observations
 KU4910.and adjusted by the National Geodetic Survey in January 1999..
 KU4910
 KU4910.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4910
 KU4910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4910
 KU4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4910
 KU4910.The ellipsoidal height was determined by GPS observations
 KU4910.and is referenced to NAD 83.
 KU4910
 KU4910.The geoid height was determined by GEOID03.
 KU4910
 KU4910;                    North         East     Units Scale Factor Converg.
 KU4910;SPC NY L     -    73,706.242   335,561.923   MT  0.99999496   +0 16 32.7
 KU4910;SPC NY L     -   241,817.90  1,100,922.74   sFT  0.99999496   +0 16 32.7
 KU4910;UTM  18      - 4,520,818.017   619,867.528   MT  0.99977685   +0 55 46.4
 KU4910
 KU4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4910!SPC NY L     -   0.99999712  x   0.99999496  =   0.99999208
 KU4910!UTM  18      -   0.99999712  x   0.99977685  =   0.99977397
 KU4910
 KU4910|---------------------------------------------------------------------|
 KU4910| PID    Reference Object                     Distance      Geod. Az  |
 KU4910|                                                           dddmmss.s |
 KU4910| KU4888 11E 19N                             139.204 METERS 10027     |
 KU4910|---------------------------------------------------------------------|
 KU4910
 KU4910                          SUPERSEDED SURVEY CONTROL
 KU4910
 KU4910  ELLIP H (01/11/99)   18.36   (m)                       GP(       ) 4 1
 KU4910  NAD 83(1996)-  40 49 46.70349(N)    073 34 42.25300(W) AD(       ) 1
 KU4910  NAD 83(1992)-  40 49 46.70336(N)    073 34 42.25278(W) AD(       ) 1
 KU4910  NAD 83(1986)-  40 49 46.70410(N)    073 34 42.25424(W) AD(       ) 1
 KU4910  NGVD 29 (03/24/92)   49.7    (m)          163.     (f) GPS OBS        
 KU4910
 KU4910.Superseded values are not recommended for survey control.
 KU4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4910.See file dsdata.txt to determine how the superseded data were derived.
 KU4910
 KU4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1986820818(NAD 83)
 KU4910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4910_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4910_STAMPING: 11E19NAZ
 KU4910_MARK LOGO: NYDPW 
 KU4910_PROJECTION: RECESSED 8 CENTIMETERS
 KU4910_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4910+STABILITY: POSITION/ELEVATION WELL
 KU4910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4910+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KU4910_ROD/PIPE-DEPTH: 20.6 meters
 KU4910_SLEEVE-DEPTH  : 1.52 meters
 KU4910
 KU4910  HISTORY     - Date     Condition        Report By
 KU4910  HISTORY     - 1989     MONUMENTED       SBAS
 KU4910  HISTORY     - 19910219 GOOD
 KU4910
 KU4910                          STATION DESCRIPTION
 KU4910
 KU4910'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4910'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, 17 FEET
 KU4910'(5.2 M) SOUTH OF THE CENTERLINE OF WOOD HILL LANE AND 35 FEET
 KU4910'(10.7 M) EAST OF THE CENTERLINE OF FARMWOODS LANE,IN THE GRASS AREA
 KU4910'ADJACENT TO THE CURB.
 KU4910'THE LOCATION TIES ARE 35.1 FEET (10.7 M) FROM THE MANHOLE, 30.2 FEET
 KU4910'(9.2 M) FROM THE HYDRANT AND 42.4 FEET (12.9 M) FROM THE CATCH BASIN
 KU4910'ON THE NORTH SIDE OF WOOD HILL LANE.
 KU4910
 KU4910                          STATION RECOVERY (1991)
 KU4910
 KU4910'RECOVERED 1991
 KU4910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4889 ***********************************************************************
 KU4889  DESIGNATION -  11E 20N
 KU4889  PID         -  KU4889
 KU4889  STATE/COUNTY-  NY/NASSAU
 KU4889  USGS QUAD   -  HICKSVILLE (1979)
 KU4889
 KU4889                         *CURRENT SURVEY CONTROL
 KU4889  ___________________________________________________________________
 KU4889* NAD 83(1996)-  40 50 54.85820(N)    073 34 07.40543(W)     ADJUSTED  
 KU4889* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 KU4889  ___________________________________________________________________
 KU4889  X           -   1,366,696.687 (meters)                     COMP
 KU4889  Y           -  -4,634,295.614 (meters)                     COMP
 KU4889  Z           -   4,149,728.805 (meters)                     COMP
 KU4889  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 KU4889  ELLIP HEIGHT-          17.93  (meters)          (12/03/02) GPS OBS
 KU4889  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KU4889
 KU4889  HORZ ORDER  -  FIRST
 KU4889  ELLP ORDER  -  FOURTH    CLASS II
 KU4889
 KU4889.The horizontal coordinates were established by GPS observations
 KU4889.and adjusted by the National Geodetic Survey in January 1999..
 KU4889
 KU4889.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4889
 KU4889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4889
 KU4889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4889
 KU4889.The ellipsoidal height was determined by GPS observations
 KU4889.and is referenced to NAD 83.
 KU4889
 KU4889.The geoid height was determined by GEOID03.
 KU4889
 KU4889;                    North         East     Units Scale Factor Converg.
 KU4889;SPC NY L     -    75,812.671   336,368.095   MT  0.99999490   +0 16 55.5
 KU4889;SPC NY L     -   248,728.74  1,103,567.66   sFT  0.99999490   +0 16 55.5
 KU4889;UTM  18      - 4,522,933.051   620,649.435   MT  0.99977916   +0 56 10.5
 KU4889
 KU4889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4889!SPC NY L     -   0.99999719  x   0.99999490  =   0.99999209
 KU4889!UTM  18      -   0.99999719  x   0.99977916  =   0.99977635
 KU4889
 KU4889|---------------------------------------------------------------------|
 KU4889| PID    Reference Object                     Distance      Geod. Az  |
 KU4889|                                                           dddmmss.s |
 KU4889| KU4911 11E 20N AZ                          240.393 METERS 08233     |
 KU4889|---------------------------------------------------------------------|
 KU4889
 KU4889                          SUPERSEDED SURVEY CONTROL
 KU4889
 KU4889  ELLIP H (01/11/99)   17.93   (m)                       GP(       ) 4 1
 KU4889  NAD 83(1996)-  40 50 54.86112(N)    073 34 07.40438(W) AD(       ) 1
 KU4889  NAD 83(1992)-  40 50 54.86099(N)    073 34 07.40412(W) AD(       ) 1
 KU4889  NAD 83(1986)-  40 50 54.86182(N)    073 34 07.40580(W) AD(       ) 1
 KU4889  NGVD 29 (03/24/92)   49.2    (m)          161.     (f) GPS OBS        
 KU4889
 KU4889.Superseded values are not recommended for survey control.
 KU4889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4889.See file dsdata.txt to determine how the superseded data were derived.
 KU4889
 KU4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2064922933(NAD 83)
 KU4889_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4889_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4889_STAMPING: 11E20N
 KU4889_MARK LOGO: NYDPW 
 KU4889_PROJECTION: RECESSED 8 CENTIMETERS
 KU4889_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4889+STABILITY: POSITION/ELEVATION WELL
 KU4889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4889+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU4889_ROD/PIPE-DEPTH: 15.2 meters
 KU4889_SLEEVE-DEPTH  : 1.52 meters
 KU4889
 KU4889  HISTORY     - Date     Condition        Report By
 KU4889  HISTORY     - 1989     MONUMENTED       SBAS
 KU4889  HISTORY     - 19910214 GOOD
 KU4889
 KU4889                          STATION DESCRIPTION
 KU4889
 KU4889'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4889'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, 12 FEET
 KU4889'(3.7 M) NORTH OF THE CENTERLINE OF CHESTNUT HILL DRIVE AND 0.4 MILES
 KU4889'(0.6 KM) SOUTH OF CHICKEN VALLEY ROAD,IN THE GRASS AREA ADJACENT TO
 KU4889'THE CURB.
 KU4889'THE LOCATION TIES ARE 51.7 FEET (15.8 M) FROM THE SOUTHERLY  CATCH
 KU4889'BASIN, 42.1 FEET (12.8 M) FROM THE NORTHERLY CATCH BASIN AND 43.0
 KU4889'FEET (13.1 M) FROM THE CORNER OF THE CHAIN LINK FENCE.
 KU4889
 KU4889                          STATION RECOVERY (1991)
 KU4889
 KU4889'RECOVERED 1991
 KU4889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4911 ***********************************************************************
 KU4911  DESIGNATION -  11E 20N AZ
 KU4911  PID         -  KU4911
 KU4911  STATE/COUNTY-  NY/NASSAU
 KU4911  USGS QUAD   -  HICKSVILLE (1979)
 KU4911
 KU4911                         *CURRENT SURVEY CONTROL
 KU4911  ___________________________________________________________________
 KU4911* NAD 83(1996)-  40 50 55.86942(N)    073 33 57.22964(W)     ADJUSTED  
 KU4911* NAVD 88     -        52.6    (meters)     173.     (feet)  VERTCON   
 KU4911  ___________________________________________________________________
 KU4911  X           -   1,366,920.338 (meters)                     COMP
 KU4911  Y           -  -4,634,211.322 (meters)                     COMP
 KU4911  Z           -   4,149,754.841 (meters)                     COMP
 KU4911  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KU4911  ELLIP HEIGHT-          21.66  (meters)          (12/03/02) GPS OBS
 KU4911  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KU4911
 KU4911  HORZ ORDER  -  FIRST
 KU4911  ELLP ORDER  -  FOURTH    CLASS II
 KU4911
 KU4911.The horizontal coordinates were established by GPS observations
 KU4911.and adjusted by the National Geodetic Survey in January 1999..
 KU4911
 KU4911.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4911
 KU4911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4911
 KU4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4911
 KU4911.The ellipsoidal height was determined by GPS observations
 KU4911.and is referenced to NAD 83.
 KU4911
 KU4911.The geoid height was determined by GEOID03.
 KU4911
 KU4911;                    North         East     Units Scale Factor Converg.
 KU4911;SPC NY L     -    75,845.041   336,606.297   MT  0.99999490   +0 17 02.2
 KU4911;SPC NY L     -   248,834.94  1,104,349.16   sFT  0.99999490   +0 17 02.2
 KU4911;UTM  18      - 4,522,968.132   620,887.200   MT  0.99977987   +0 56 17.2
 KU4911
 KU4911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4911!SPC NY L     -   0.99999660  x   0.99999490  =   0.99999150
 KU4911!UTM  18      -   0.99999660  x   0.99977987  =   0.99977647
 KU4911
 KU4911|---------------------------------------------------------------------|
 KU4911| PID    Reference Object                     Distance      Geod. Az  |
 KU4911|                                                           dddmmss.s |
 KU4911| KU4889 11E 20N                             240.393 METERS 26233     |
 KU4911|---------------------------------------------------------------------|
 KU4911
 KU4911                          SUPERSEDED SURVEY CONTROL
 KU4911
 KU4911  ELLIP H (01/11/99)   21.67   (m)                       GP(       ) 4 1
 KU4911  NAD 83(1996)-  40 50 55.87235(N)    073 33 57.22859(W) AD(       ) 1
 KU4911  NAD 83(1992)-  40 50 55.87222(N)    073 33 57.22834(W) AD(       ) 1
 KU4911  NAD 83(1986)-  40 50 55.87296(N)    073 33 57.22997(W) AD(       ) 1
 KU4911  NGVD 29 (03/24/92)   53.0    (m)          174.     (f) GPS OBS        
 KU4911
 KU4911.Superseded values are not recommended for survey control.
 KU4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4911.See file dsdata.txt to determine how the superseded data were derived.
 KU4911
 KU4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2088722968(NAD 83)
 KU4911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4911_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4911_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4911_STAMPING: 11E20NAZ
 KU4911_MARK LOGO: NYDPW 
 KU4911_PROJECTION: RECESSED 8 CENTIMETERS
 KU4911_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4911+STABILITY: POSITION/ELEVATION WELL
 KU4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4911+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KU4911_ROD/PIPE-DEPTH: 20.6 meters
 KU4911_SLEEVE-DEPTH  : 1.52 meters
 KU4911
 KU4911  HISTORY     - Date     Condition        Report By
 KU4911  HISTORY     - 1989     MONUMENTED       SBAS
 KU4911  HISTORY     - 19910219 GOOD
 KU4911
 KU4911                          STATION DESCRIPTION
 KU4911
 KU4911'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4911'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, 15 FEET
 KU4911'(4.6 M) NORTH OF THE CENTERLINE OF CHESTNUT HILL DRIVE AND 0.5 MILES
 KU4911'(0.8 KM) SOUTH OF CHICKEN VALLEY ROAD,IN THE GRASS AREA ADJACENT TO
 KU4911'THE CURB.
 KU4911'THE LOCATION TIES ARE 47.4 FEET (14.4 M) FROM THE HYDRANT, 28.4 FEET
 KU4911'(8.7 M) FROM THE MANHOLE AND 23.3 FEET (7.1 M) FROM THE SOUTH WEST
 KU4911'CORNER OF THE CATCH BASIN.
 KU4911
 KU4911                          STATION RECOVERY (1991)
 KU4911
 KU4911'RECOVERED 1991
 KU4911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4890 ***********************************************************************
 KU4890  DESIGNATION -  11E 21N
 KU4890  PID         -  KU4890
 KU4890  STATE/COUNTY-  NY/NASSAU
 KU4890  USGS QUAD   -  HICKSVILLE (1979)
 KU4890
 KU4890                         *CURRENT SURVEY CONTROL
 KU4890  ___________________________________________________________________
 KU4890* NAD 83(1996)-  40 51 37.46004(N)    073 34 02.74415(W)     ADJUSTED  
 KU4890* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 KU4890  ___________________________________________________________________
 KU4890  X           -   1,366,554.667 (meters)                     COMP
 KU4890  Y           -  -4,633,428.108 (meters)                     COMP
 KU4890  Z           -   4,150,711.905 (meters)                     COMP
 KU4890  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KU4890  ELLIP HEIGHT-           1.27  (meters)          (12/03/02) GPS OBS
 KU4890  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU4890
 KU4890  HORZ ORDER  -  FIRST
 KU4890  ELLP ORDER  -  FOURTH    CLASS II
 KU4890
 KU4890.The horizontal coordinates were established by GPS observations
 KU4890.and adjusted by the National Geodetic Survey in January 1999..
 KU4890
 KU4890.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4890
 KU4890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4890
 KU4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4890
 KU4890.The ellipsoidal height was determined by GPS observations
 KU4890.and is referenced to NAD 83.
 KU4890
 KU4890.The geoid height was determined by GEOID03.
 KU4890
 KU4890;                    North         East     Units Scale Factor Converg.
 KU4890;SPC NY L     -    77,127.348   336,470.790   MT  0.99999492   +0 16 58.6
 KU4890;SPC NY L     -   253,041.97  1,103,904.58   sFT  0.99999492   +0 16 58.6
 KU4890;UTM  18      - 4,524,248.532   620,737.092   MT  0.99977942   +0 56 14.4
 KU4890
 KU4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4890!SPC NY L     -   0.99999980  x   0.99999492  =   0.99999472
 KU4890!UTM  18      -   0.99999980  x   0.99977942  =   0.99977922
 KU4890
 KU4890|---------------------------------------------------------------------|
 KU4890| PID    Reference Object                     Distance      Geod. Az  |
 KU4890|                                                           dddmmss.s |
 KU4890| KU4912 11E 21N AZ                          108.415 METERS 05000     |
 KU4890|---------------------------------------------------------------------|
 KU4890
 KU4890                          SUPERSEDED SURVEY CONTROL
 KU4890
 KU4890  ELLIP H (01/11/99)    1.27   (m)                       GP(       ) 4 1
 KU4890  NAD 83(1996)-  40 51 37.46298(N)    073 34 02.74308(W) AD(       ) 1
 KU4890  NAD 83(1992)-  40 51 37.46284(N)    073 34 02.74285(W) AD(       ) 1
 KU4890  NAD 83(1986)-  40 51 37.46357(N)    073 34 02.74436(W) AD(       ) 1
 KU4890  NGVD 29 (03/24/92)   32.5    (m)          107.     (f) GPS OBS        
 KU4890
 KU4890.Superseded values are not recommended for survey control.
 KU4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4890.See file dsdata.txt to determine how the superseded data were derived.
 KU4890
 KU4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2073724249(NAD 83)
 KU4890_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4890_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4890_STAMPING: 11E21N
 KU4890_MARK LOGO: NYDPW 
 KU4890_PROJECTION: RECESSED 8 CENTIMETERS
 KU4890_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4890+STABILITY: POSITION/ELEVATION WELL
 KU4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4890+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1991
 KU4890_ROD/PIPE-DEPTH: 20.6 meters
 KU4890_SLEEVE-DEPTH  : 1.52 meters
 KU4890
 KU4890  HISTORY     - Date     Condition        Report By
 KU4890  HISTORY     - 1989     MONUMENTED       SBAS
 KU4890  HISTORY     - 19910328 GOOD
 KU4890
 KU4890                          STATION DESCRIPTION
 KU4890
 KU4890'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4890'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, 1044
 KU4890'FEET (318.2 M) SOUTH WEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO
 KU4890'THE PLANTING FIELDS ARBORETUM AND 14 FEET (4.3 M) SOUTH EAST OF THE
 KU4890'CENTERLINE OF CHICKEN VALLEY ROAD,IN THE PAVED ENTRANCE ROAD.
 KU4890'THE LOCATION TIES ARE 69.4 FEET (21.2 M) FROM THE LONG ISLAND LIGHTING
 KU4890'COMPANY UTILITY POLE NUMBER 1, 49.1 FEET (15.0 M) FROM THE LIGHT POLE
 KU4890'NUMBER 145 AND 88.8 FEET (27.1 M) FROM THE NORTH CORNER OF THE
 KU4890'ARBORETUM SIGN.
 KU4890
 KU4890                          STATION RECOVERY (1991)
 KU4890
 KU4890'RECOVERED 1991
 KU4890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4912 ***********************************************************************
 KU4912  DESIGNATION -  11E 21N AZ
 KU4912  PID         -  KU4912
 KU4912  STATE/COUNTY-  NY/NASSAU
 KU4912  USGS QUAD   -  HICKSVILLE (1979)
 KU4912
 KU4912                         *CURRENT SURVEY CONTROL
 KU4912  ___________________________________________________________________
 KU4912* NAD 83(1996)-  40 51 39.71888(N)    073 33 59.19772(W)     ADJUSTED  
 KU4912* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 KU4912  ___________________________________________________________________
 KU4912  X           -   1,366,620.242 (meters)                     COMP
 KU4912  Y           -  -4,633,356.840 (meters)                     COMP
 KU4912  Z           -   4,150,760.953 (meters)                     COMP
 KU4912  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KU4912  ELLIP HEIGHT-          -4.31  (meters)          (12/03/02) GPS OBS
 KU4912  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU4912
 KU4912  HORZ ORDER  -  FIRST
 KU4912  ELLP ORDER  -  FOURTH    CLASS II
 KU4912
 KU4912.The horizontal coordinates were established by GPS observations
 KU4912.and adjusted by the National Geodetic Survey in January 1999..
 KU4912
 KU4912.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4912
 KU4912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4912
 KU4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4912
 KU4912.The ellipsoidal height was determined by GPS observations
 KU4912.and is referenced to NAD 83.
 KU4912
 KU4912.The geoid height was determined by GEOID03.
 KU4912
 KU4912;                    North         East     Units Scale Factor Converg.
 KU4912;SPC NY L     -    77,197.437   336,553.502   MT  0.99999492   +0 17 00.9
 KU4912;SPC NY L     -   253,271.92  1,104,175.95   sFT  0.99999492   +0 17 00.9
 KU4912;UTM  18      - 4,524,319.546   620,818.980   MT  0.99977967   +0 56 16.7
 KU4912
 KU4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4912!SPC NY L     -   1.00000068  x   0.99999492  =   0.99999560
 KU4912!UTM  18      -   1.00000068  x   0.99977967  =   0.99978035
 KU4912
 KU4912|---------------------------------------------------------------------|
 KU4912| PID    Reference Object                     Distance      Geod. Az  |
 KU4912|                                                           dddmmss.s |
 KU4912| KU4890 11E 21N                             108.415 METERS 23000     |
 KU4912|---------------------------------------------------------------------|
 KU4912
 KU4912                          SUPERSEDED SURVEY CONTROL
 KU4912
 KU4912  ELLIP H (01/11/99)   -4.31   (m)                       GP(       ) 4 1
 KU4912  NAD 83(1996)-  40 51 39.72184(N)    073 33 59.19665(W) AD(       ) 1
 KU4912  NAD 83(1992)-  40 51 39.72170(N)    073 33 59.19643(W) AD(       ) 1
 KU4912  NAD 83(1986)-  40 51 39.72243(N)    073 33 59.19796(W) AD(       ) 1
 KU4912  NGVD 29 (03/24/92)   26.9    (m)           88.     (f) GPS OBS        
 KU4912
 KU4912.Superseded values are not recommended for survey control.
 KU4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4912.See file dsdata.txt to determine how the superseded data were derived.
 KU4912
 KU4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2081924320(NAD 83)
 KU4912_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4912_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4912_STAMPING: 11E21NAZ
 KU4912_MARK LOGO: NYDPW 
 KU4912_PROJECTION: RECESSED 8 CENTIMETERS
 KU4912_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4912+STABILITY: POSITION/ELEVATION WELL
 KU4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4912+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KU4912_ROD/PIPE-DEPTH: 20.6 meters
 KU4912_SLEEVE-DEPTH  : 1.52 meters
 KU4912
 KU4912  HISTORY     - Date     Condition        Report By
 KU4912  HISTORY     - 1989     MONUMENTED       SBAS
 KU4912  HISTORY     - 19910219 GOOD
 KU4912
 KU4912                          STATION DESCRIPTION
 KU4912
 KU4912'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4912'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, 757 FEET
 KU4912'(230.7 M) SOUTH WEST OF THE CENTERLINE OF PLANTING FIELDS ROAD AND
 KU4912'196 FEET (59.7 M) SOUTH EAST OF THE CENTERLINE OF CHICKEN VALLEY
 KU4912'ROAD,IN THE PAVED ROADWAY.
 KU4912'THE LOCATION TIES ARE 100.6 FEET (30.7 M) FROM THE CORNER OF THE
 KU4912'CONCRETE WALL, 47.3 FEET (14.4 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU4912'NUMBER 1359 AND 80.0 FEET (24.4 M) FROM THE SOUTH WEST CORNER OF
 KU4912'HOUSE NUMBER 1359.
 KU4912
 KU4912                          STATION RECOVERY (1991)
 KU4912
 KU4912'RECOVERED 1991
 KU4912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4891 ***********************************************************************
 KU4891  DESIGNATION -  11E 22N
 KU4891  PID         -  KU4891
 KU4891  STATE/COUNTY-  NY/NASSAU
 KU4891  USGS QUAD   -  BAYVILLE (1975)
 KU4891
 KU4891                         *CURRENT SURVEY CONTROL
 KU4891  ___________________________________________________________________
 KU4891* NAD 83(1996)-  40 52 37.44072(N)    073 34 26.09363(W)     ADJUSTED  
 KU4891* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 KU4891  ___________________________________________________________________
 KU4891  X           -   1,365,687.700 (meters)                     COMP
 KU4891  Y           -  -4,632,421.191 (meters)                     COMP
 KU4891  Z           -   4,152,110.804 (meters)                     COMP
 KU4891  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU4891  ELLIP HEIGHT-           0.83  (meters)          (12/03/02) GPS OBS
 KU4891  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU4891
 KU4891  HORZ ORDER  -  FIRST
 KU4891  ELLP ORDER  -  FOURTH    CLASS II
 KU4891
 KU4891.The horizontal coordinates were established by GPS observations
 KU4891.and adjusted by the National Geodetic Survey in January 1999..
 KU4891
 KU4891.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4891
 KU4891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4891
 KU4891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4891
 KU4891.The ellipsoidal height was determined by GPS observations
 KU4891.and is referenced to NAD 83.
 KU4891
 KU4891.The geoid height was determined by GEOID03.
 KU4891
 KU4891;                    North         East     Units Scale Factor Converg.
 KU4891;SPC NY L     -    78,974.897   335,914.952   MT  0.99999501   +0 16 43.3
 KU4891;SPC NY L     -   259,103.47  1,102,080.97   sFT  0.99999501   +0 16 43.3
 KU4891;UTM  18      - 4,526,089.212   620,160.309   MT  0.99977771   +0 56 00.2
 KU4891
 KU4891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4891!SPC NY L     -   0.99999987  x   0.99999501  =   0.99999488
 KU4891!UTM  18      -   0.99999987  x   0.99977771  =   0.99977758
 KU4891
 KU4891|---------------------------------------------------------------------|
 KU4891| PID    Reference Object                     Distance      Geod. Az  |
 KU4891|                                                           dddmmss.s |
 KU4891| KU4913 11E 22N AZ                          186.378 METERS 05829     |
 KU4891|---------------------------------------------------------------------|
 KU4891
 KU4891                          SUPERSEDED SURVEY CONTROL
 KU4891
 KU4891  ELLIP H (01/11/99)    0.83   (m)                       GP(       ) 4 1
 KU4891  NAD 83(1996)-  40 52 37.44363(N)    073 34 26.09259(W) AD(       ) 1
 KU4891  NAD 83(1992)-  40 52 37.44350(N)    073 34 26.09234(W) AD(       ) 1
 KU4891  NAD 83(1986)-  40 52 37.44435(N)    073 34 26.09410(W) AD(       ) 1
 KU4891  NGVD 29 (03/24/92)   32.1    (m)          105.     (f) GPS OBS        
 KU4891
 KU4891.Superseded values are not recommended for survey control.
 KU4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4891.See file dsdata.txt to determine how the superseded data were derived.
 KU4891
 KU4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2016026089(NAD 83)
 KU4891_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4891_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4891_STAMPING: 11E22N
 KU4891_MARK LOGO: NYDPW 
 KU4891_PROJECTION: RECESSED 8 CENTIMETERS
 KU4891_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4891+STABILITY: POSITION/ELEVATION WELL
 KU4891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4891+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 KU4891_ROD/PIPE-DEPTH: 20.6 meters
 KU4891_SLEEVE-DEPTH  : 1.52 meters
 KU4891
 KU4891  HISTORY     - Date     Condition        Report By
 KU4891  HISTORY     - 1989     MONUMENTED       SBAS
 KU4891  HISTORY     - 19910827 GOOD
 KU4891
 KU4891                          STATION DESCRIPTION
 KU4891
 KU4891'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4891'THE POINT IS LOCATED IN MATINECOCK,TOWN OF OYSTER BAY,509 FEET WEST OF
 KU4891'THE CENTERLINE OF WOODS ROAD AND 9 FEET (2.7 M) SOUTH OF THE
 KU4891'CENTERLINE OF PERSHING AVENUE,IN THE PAVED ROADWAY.
 KU4891'THE LOCATION TIES ARE 35.7 FEET (10.9 M) FROM THE NORTH WEST CORNER OF
 KU4891'HOUSE NUMBER 72,43.2 FEET FROM THE UTILITY POLE AND 24.0 FEET
 KU4891'(7.3 M) FROM THE HYDRANT.
 KU4891
 KU4891                          STATION RECOVERY (1991)
 KU4891
 KU4891'RECOVERED 1991
 KU4891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4913 ***********************************************************************
 KU4913  DESIGNATION -  11E 22N AZ
 KU4913  PID         -  KU4913
 KU4913  STATE/COUNTY-  NY/NASSAU
 KU4913  USGS QUAD   -  BAYVILLE (1975)
 KU4913
 KU4913                         *CURRENT SURVEY CONTROL
 KU4913  ___________________________________________________________________
 KU4913* NAD 83(1996)-  40 52 40.59975(N)    073 34 19.30828(W)     ADJUSTED  
 KU4913* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 KU4913  ___________________________________________________________________
 KU4913  X           -   1,365,822.435 (meters)                     COMP
 KU4913  Y           -  -4,632,316.389 (meters)                     COMP
 KU4913  Z           -   4,152,185.657 (meters)                     COMP
 KU4913  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KU4913  ELLIP HEIGHT-           2.62  (meters)          (12/03/02) GPS OBS
 KU4913  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU4913
 KU4913  HORZ ORDER  -  FIRST
 KU4913  ELLP ORDER  -  FOURTH    CLASS II
 KU4913
 KU4913.The horizontal coordinates were established by GPS observations
 KU4913.and adjusted by the National Geodetic Survey in January 1999..
 KU4913
 KU4913.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4913
 KU4913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4913
 KU4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4913
 KU4913.The ellipsoidal height was determined by GPS observations
 KU4913.and is referenced to NAD 83.
 KU4913
 KU4913.The geoid height was determined by GEOID03.
 KU4913
 KU4913;                    North         East     Units Scale Factor Converg.
 KU4913;SPC NY L     -    79,073.118   336,073.347   MT  0.99999502   +0 16 47.7
 KU4913;SPC NY L     -   259,425.72  1,102,600.64   sFT  0.99999502   +0 16 47.7
 KU4913;UTM  18      - 4,526,189.215   620,317.538   MT  0.99977818   +0 56 04.7
 KU4913
 KU4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4913!SPC NY L     -   0.99999959  x   0.99999502  =   0.99999461
 KU4913!UTM  18      -   0.99999959  x   0.99977818  =   0.99977777
 KU4913
 KU4913|---------------------------------------------------------------------|
 KU4913| PID    Reference Object                     Distance      Geod. Az  |
 KU4913|                                                           dddmmss.s |
 KU4913| KU4891 11E 22N                             186.378 METERS 23829     |
 KU4913|---------------------------------------------------------------------|
 KU4913
 KU4913                          SUPERSEDED SURVEY CONTROL
 KU4913
 KU4913  ELLIP H (01/11/99)    2.62   (m)                       GP(       ) 4 1
 KU4913  NAD 83(1996)-  40 52 40.60267(N)    073 34 19.30724(W) AD(       ) 1
 KU4913  NAD 83(1992)-  40 52 40.60253(N)    073 34 19.30699(W) AD(       ) 1
 KU4913  NAD 83(1986)-  40 52 40.60338(N)    073 34 19.30873(W) AD(       ) 1
 KU4913  NGVD 29 (03/24/92)   33.8    (m)          111.     (f) GPS OBS        
 KU4913
 KU4913.Superseded values are not recommended for survey control.
 KU4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4913.See file dsdata.txt to determine how the superseded data were derived.
 KU4913
 KU4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2031826189(NAD 83)
 KU4913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4913_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4913_STAMPING: 11E22NAZ
 KU4913_MARK LOGO: NYDPW 
 KU4913_PROJECTION: RECESSED 8 CENTIMETERS
 KU4913_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4913+STABILITY: POSITION/ELEVATION WELL
 KU4913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4913+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1991
 KU4913_ROD/PIPE-DEPTH: 17.3 meters
 KU4913_SLEEVE-DEPTH  : 1.52 meters
 KU4913
 KU4913  HISTORY     - Date     Condition        Report By
 KU4913  HISTORY     - 1989     MONUMENTED       SBAS
 KU4913  HISTORY     - 19910328 GOOD
 KU4913
 KU4913                          STATION DESCRIPTION
 KU4913
 KU4913'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4913'THE POINT IS LOCATED IN MATINECOCK, TOWN OF OYSTER BAY, 64 FEET
 KU4913'(19.5 M) EAST OF THE CENTERLINE OF FRENCH STREET AND 11 FEET (3.4 M)
 KU4913'NORTH OF THE CENTERLINE OF PERSHING AVENUE,IN THE GRASS AREA ADJACENT
 KU4913'TO THE CURB.
 KU4913'THE LOCATION TIES ARE 14.6 FEET (4.5 M) FROM THE SOUTH EAST OF HOUSE
 KU4913'NUMBER 27 FRENCH STREET, AND 21.0 FEET (6.4 M) FROM THE SOUTH WEST
 KU4913'CORNER OF HOUSE NUMBER 27 FRENCH STREET AND 48.7 FEET (14.8 M) FROM
 KU4913'THE NEW YORK TELEPHONE UTILITY POLE NUMBER 14.
 KU4913
 KU4913                          STATION RECOVERY (1991)
 KU4913
 KU4913'RECOVERED 1991
 KU4913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4892 ***********************************************************************
 KU4892  DESIGNATION -  11E 23N
 KU4892  PID         -  KU4892
 KU4892  STATE/COUNTY-  NY/NASSAU
 KU4892  USGS QUAD   -  BAYVILLE (1975)
 KU4892
 KU4892                         *CURRENT SURVEY CONTROL
 KU4892  ___________________________________________________________________
 KU4892* NAD 83(1996)-  40 52 52.02156(N)    073 34 53.23583(W)     ADJUSTED  
 KU4892* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 KU4892  ___________________________________________________________________
 KU4892  X           -   1,364,994.660 (meters)                     COMP
 KU4892  Y           -  -4,632,317.654 (meters)                     COMP
 KU4892  Z           -   4,152,450.123 (meters)                     COMP
 KU4892  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 KU4892  ELLIP HEIGHT-          -0.33  (meters)          (12/03/02) GPS OBS
 KU4892  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU4892
 KU4892  HORZ ORDER  -  FIRST
 KU4892  ELLP ORDER  -  FOURTH    CLASS II
 KU4892
 KU4892.The horizontal coordinates were established by GPS observations
 KU4892.and adjusted by the National Geodetic Survey in January 1999..
 KU4892
 KU4892.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4892
 KU4892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4892
 KU4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4892
 KU4892.The ellipsoidal height was determined by GPS observations
 KU4892.and is referenced to NAD 83.
 KU4892
 KU4892.The geoid height was determined by GEOID03.
 KU4892
 KU4892;                    North         East     Units Scale Factor Converg.
 KU4892;SPC NY L     -    79,421.610   335,277.299   MT  0.99999505   +0 16 25.5
 KU4892;SPC NY L     -   260,569.07  1,099,988.94   sFT  0.99999505   +0 16 25.5
 KU4892;UTM  18      - 4,526,528.514   619,517.734   MT  0.99977581   +0 55 42.7
 KU4892
 KU4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4892!SPC NY L     -   1.00000005  x   0.99999505  =   0.99999510
 KU4892!UTM  18      -   1.00000005  x   0.99977581  =   0.99977586
 KU4892
 KU4892|---------------------------------------------------------------------|
 KU4892| PID    Reference Object                     Distance      Geod. Az  |
 KU4892|                                                           dddmmss.s |
 KU4892| KU4914 11E 23N AZ                          140.435 METERS 16936     |
 KU4892|---------------------------------------------------------------------|
 KU4892
 KU4892                          SUPERSEDED SURVEY CONTROL
 KU4892
 KU4892  ELLIP H (01/11/99)   -0.33   (m)                       GP(       ) 4 1
 KU4892  NAD 83(1996)-  40 52 52.02445(N)    073 34 53.23480(W) AD(       ) 1
 KU4892  NAD 83(1992)-  40 52 52.02431(N)    073 34 53.23456(W) AD(       ) 1
 KU4892  NAD 83(1986)-  40 52 52.02504(N)    073 34 53.23647(W) AD(       ) 1
 KU4892  NGVD 29 (03/24/92)   30.9    (m)          101.     (f) GPS OBS        
 KU4892
 KU4892.Superseded values are not recommended for survey control.
 KU4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4892.See file dsdata.txt to determine how the superseded data were derived.
 KU4892
 KU4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1951826529(NAD 83)
 KU4892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4892_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4892_STAMPING: 11E23N
 KU4892_MARK LOGO: NYDPW 
 KU4892_PROJECTION: RECESSED 8 CENTIMETERS
 KU4892_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4892+STABILITY: POSITION/ELEVATION WELL
 KU4892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4892+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4892_ROD/PIPE-DEPTH: 12.4 meters
 KU4892_SLEEVE-DEPTH  : 1.52 meters
 KU4892
 KU4892  HISTORY     - Date     Condition        Report By
 KU4892  HISTORY     - 1989     MONUMENTED       SBAS
 KU4892  HISTORY     - 19910208 GOOD
 KU4892
 KU4892                          STATION DESCRIPTION
 KU4892
 KU4892'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4892'THE POINT IS LOCATED IN LOCUST VALLEY, TOWN OF OYSTER BAY, 23 FEET
 KU4892'(7.0 M) NORTH OF THE CENTERLINE OF MIDWAY AVENUE AND 16 FEET (4.9 M)
 KU4892'EAST OF THE CENTERLINE OF LE BRITTON STREET,IN THE CONCRETE SIDEWALK.
 KU4892'THE LOCATION TIES ARE 37.8 FEET (11.5 M) FROM THE WESTERLY CATCH
 KU4892'BASIN, 6.3 FEET (1.9 M) FROM THE EASTERLY CATCH BASIN AND 18.1 FEET
 KU4892'(5.5 M) FROM THE GAS VALVE.
 KU4892
 KU4892                          STATION RECOVERY (1991)
 KU4892
 KU4892'RECOVERED 1991
 KU4892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4914 ***********************************************************************
 KU4914  DESIGNATION -  11E 23N AZ
 KU4914  PID         -  KU4914
 KU4914  STATE/COUNTY-  NY/NASSAU
 KU4914  USGS QUAD   -  BAYVILLE (1975)
 KU4914
 KU4914                         *CURRENT SURVEY CONTROL
 KU4914  ___________________________________________________________________
 KU4914* NAD 83(1996)-  40 52 47.54370(N)    073 34 52.15389(W)     ADJUSTED  
 KU4914* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 KU4914  ___________________________________________________________________
 KU4914  X           -   1,365,044.016 (meters)                     COMP
 KU4914  Y           -  -4,632,395.530 (meters)                     COMP
 KU4914  Z           -   4,152,344.167 (meters)                     COMP
 KU4914  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KU4914  ELLIP HEIGHT-          -2.65  (meters)          (12/03/02) GPS OBS
 KU4914  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU4914
 KU4914  HORZ ORDER  -  FIRST
 KU4914  ELLP ORDER  -  FOURTH    CLASS II
 KU4914
 KU4914.The horizontal coordinates were established by GPS observations
 KU4914.and adjusted by the National Geodetic Survey in January 1999..
 KU4914
 KU4914.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4914
 KU4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4914
 KU4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4914
 KU4914.The ellipsoidal height was determined by GPS observations
 KU4914.and is referenced to NAD 83.
 KU4914
 KU4914.The geoid height was determined by GEOID03.
 KU4914
 KU4914;                    North         East     Units Scale Factor Converg.
 KU4914;SPC NY L     -    79,283.602   335,303.291   MT  0.99999504   +0 16 26.3
 KU4914;SPC NY L     -   260,116.28  1,100,074.21   sFT  0.99999504   +0 16 26.3
 KU4914;UTM  18      - 4,526,390.842   619,545.295   MT  0.99977590   +0 55 43.4
 KU4914
 KU4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4914!SPC NY L     -   1.00000042  x   0.99999504  =   0.99999546
 KU4914!UTM  18      -   1.00000042  x   0.99977590  =   0.99977632
 KU4914
 KU4914|---------------------------------------------------------------------|
 KU4914| PID    Reference Object                     Distance      Geod. Az  |
 KU4914|                                                           dddmmss.s |
 KU4914| KU4892 11E 23N                             140.435 METERS 34936     |
 KU4914|---------------------------------------------------------------------|
 KU4914
 KU4914                          SUPERSEDED SURVEY CONTROL
 KU4914
 KU4914  ELLIP H (01/11/99)   -2.64   (m)                       GP(       ) 4 1
 KU4914  NAD 83(1996)-  40 52 47.54658(N)    073 34 52.15286(W) AD(       ) 1
 KU4914  NAD 83(1992)-  40 52 47.54644(N)    073 34 52.15263(W) AD(       ) 1
 KU4914  NAD 83(1986)-  40 52 47.54719(N)    073 34 52.15449(W) AD(       ) 1
 KU4914  NGVD 29 (03/24/92)   28.6    (m)           94.     (f) GPS OBS        
 KU4914
 KU4914.Superseded values are not recommended for survey control.
 KU4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4914.See file dsdata.txt to determine how the superseded data were derived.
 KU4914
 KU4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1954526391(NAD 83)
 KU4914_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4914_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4914_STAMPING: 11E23NAZ
 KU4914_MARK LOGO: NYDPW 
 KU4914_PROJECTION: RECESSED 8 CENTIMETERS
 KU4914_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4914+STABILITY: POSITION/ELEVATION WELL
 KU4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4914+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1991
 KU4914_ROD/PIPE-DEPTH: 20.6 meters
 KU4914_SLEEVE-DEPTH  : 1.52 meters
 KU4914
 KU4914  HISTORY     - Date     Condition        Report By
 KU4914  HISTORY     - 1989     MONUMENTED       SBAS
 KU4914  HISTORY     - 19910207 GOOD
 KU4914
 KU4914                          STATION DESCRIPTION
 KU4914
 KU4914'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4914'THE POINT IS LOCATED IN LOCUST VALLEY, TOWN OF OYSTER BAY, 21 FEET
 KU4914'(6.4 M) NORTH OF THE CENTERLINE OF VALLEY AVENUE AND 22 FEET (6.7 M)
 KU4914'WEST OF THE CENTERLINE OF LE BRITTON STREET,IN THE CONCRETE SIDEWALK.
 KU4914'THE LOCATION TIES ARE 10.0 FEET (3.0 M) FROM THE MANHOLE COVER OF THE
 KU4914'WESTERLY CATCH BASIN, 40.2 FEET (12.3 M) FROM THE MANHOLE COVER OF
 KU4914'THE EASTERLY CATCH BASIN AND 5.4 FEET (1.6 M) FROM THE LIGHT POLE.
 KU4914
 KU4914                          STATION RECOVERY (1991)
 KU4914
 KU4914'RECOVERED 1991
 KU4914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4893 ***********************************************************************
 KU4893  DESIGNATION -  11E 24N
 KU4893  PID         -  KU4893
 KU4893  STATE/COUNTY-  NY/NASSAU
 KU4893  USGS QUAD   -  BAYVILLE (1975)
 KU4893
 KU4893                         *CURRENT SURVEY CONTROL
 KU4893  ___________________________________________________________________
 KU4893* NAD 83(1996)-  40 54 09.41187(N)    073 34 19.07374(W)     ADJUSTED  
 KU4893* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU4893  ___________________________________________________________________
 KU4893  X           -   1,365,313.782 (meters)                     COMP
 KU4893  Y           -  -4,630,571.832 (meters)                     COMP
 KU4893  Z           -   4,154,236.138 (meters)                     COMP
 KU4893  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 KU4893  ELLIP HEIGHT-         -28.84  (meters)          (12/03/02) GPS OBS
 KU4893  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KU4893
 KU4893  HORZ ORDER  -  FIRST
 KU4893  ELLP ORDER  -  FOURTH    CLASS II
 KU4893
 KU4893.The horizontal coordinates were established by GPS observations
 KU4893.and adjusted by the National Geodetic Survey in January 1999..
 KU4893
 KU4893.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4893
 KU4893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4893
 KU4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4893
 KU4893.The ellipsoidal height was determined by GPS observations
 KU4893.and is referenced to NAD 83.
 KU4893
 KU4893.The geoid height was determined by GEOID03.
 KU4893
 KU4893;                    North         East     Units Scale Factor Converg.
 KU4893;SPC NY L     -    81,812.750   336,065.452   MT  0.99999532   +0 16 47.9
 KU4893;SPC NY L     -   268,414.00  1,102,574.74   sFT  0.99999532   +0 16 47.9
 KU4893;SPC NY E     -   230,148.320   228,187.889   MT  0.99997522   +0 36 27.7
 KU4893;SPC NY E     -   755,078.28    748,646.43   sFT  0.99997522   +0 36 27.7
 KU4893;UTM  18      - 4,528,927.984   620,278.335   MT  0.99977806   +0 56 06.6
 KU4893
 KU4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4893!SPC NY L     -   1.00000452  x   0.99999532  =   0.99999984
 KU4893!SPC NY E     -   1.00000452  x   0.99997522  =   0.99997974
 KU4893!UTM  18      -   1.00000452  x   0.99977806  =   0.99978258
 KU4893
 KU4893:                Primary Azimuth Mark                     Grid Az
 KU4893:SPC NY L     -  11E 24N AZ                               253 41 40.8
 KU4893:SPC NY E     -  11E 24N AZ                               253 22 01.0
 KU4893:UTM  18      -  11E 24N AZ                               253 02 22.1
 KU4893
 KU4893|---------------------------------------------------------------------|
 KU4893| PID    Reference Object                     Distance      Geod. Az  |
 KU4893|                                                           dddmmss.s |
 KU4893| KU4915 11E 24N AZ                          APPROX. 0.5 KM 2535828.7 |
 KU4893|---------------------------------------------------------------------|
 KU4893
 KU4893                          SUPERSEDED SURVEY CONTROL
 KU4893
 KU4893  ELLIP H (01/11/99)  -28.83   (m)                       GP(       ) 4 1
 KU4893  NAD 83(1996)-  40 54 09.41475(N)    073 34 19.07272(W) AD(       ) 1
 KU4893  NAD 83(1992)-  40 54 09.41462(N)    073 34 19.07248(W) AD(       ) 1
 KU4893  NAD 83(1986)-  40 54 09.41544(N)    073 34 19.07442(W) AD(       ) 1
 KU4893  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4893
 KU4893.Superseded values are not recommended for survey control.
 KU4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4893.See file dsdata.txt to determine how the superseded data were derived.
 KU4893
 KU4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2027828928(NAD 83)
 KU4893_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4893_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4893_STAMPING: 11E24N
 KU4893_MARK LOGO: NYDPW 
 KU4893_PROJECTION: RECESSED 8 CENTIMETERS
 KU4893_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4893+STABILITY: POSITION/ELEVATION WELL
 KU4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4893+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1991
 KU4893_ROD/PIPE-DEPTH: 20.6 meters
 KU4893_SLEEVE-DEPTH  : 1.52 meters
 KU4893
 KU4893  HISTORY     - Date     Condition        Report By
 KU4893  HISTORY     - 1989     MONUMENTED       SBAS
 KU4893  HISTORY     - 19910207 GOOD
 KU4893
 KU4893                          STATION DESCRIPTION
 KU4893
 KU4893'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4893'THE POINT IS LOCATED IN BAYVILLE, TOWN OF OYSTER BAY, 39 FEET
 KU4893'(11.9 M) WEST OF THE CENTERLINE OF SHORE DRIVE AND 35 FEET (10.7 M)
 KU4893'SOUTH OF THE CENTERLINE OF BAY STREET,IN THE GRASS AREA BEHIND THE
 KU4893'CURB.
 KU4893'THE LOCATION TIES ARE 44.5 FEET (13.6 M) FROM THE NEW YORK TELEPHONE
 KU4893'UTILITY POLE NUMBER 5, 58.3 FEET (17.8 M) FROM THE WEST CORNER OF THE
 KU4893'CONCRETE NAME POST AND 79.4 FEET (24.2 M) FROM THE SOUTH WEST CORNER
 KU4893'OF HOUSE NUMBER 14 BAY STREET.
 KU4893
 KU4893                          STATION RECOVERY (1991)
 KU4893
 KU4893'RECOVERED 1991
 KU4893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4915 ***********************************************************************
 KU4915  DESIGNATION -  11E 24N AZ
 KU4915  PID         -  KU4915
 KU4915  STATE/COUNTY-  NY/NASSAU
 KU4915  USGS QUAD   -  BAYVILLE (1975)
 KU4915
 KU4915                         *CURRENT SURVEY CONTROL
 KU4915  ___________________________________________________________________
 KU4915* NAD 83(1996)-  40 54 04.74434(N)    073 34 40.48865(W)     ADJUSTED  
 KU4915* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 KU4915  ___________________________________________________________________
 KU4915  X           -   1,364,859.728 (meters)                     COMP
 KU4915  Y           -  -4,630,804.182 (meters)                     COMP
 KU4915  Z           -   4,154,127.488 (meters)                     COMP
 KU4915  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KU4915  ELLIP HEIGHT-         -28.57  (meters)          (12/03/02) GPS OBS
 KU4915  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU4915
 KU4915  HORZ ORDER  -  FIRST
 KU4915  ELLP ORDER  -  FOURTH    CLASS II
 KU4915
 KU4915.The horizontal coordinates were established by GPS observations
 KU4915.and adjusted by the National Geodetic Survey in January 1999..
 KU4915
 KU4915.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4915
 KU4915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4915
 KU4915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4915
 KU4915.The ellipsoidal height was determined by GPS observations
 KU4915.and is referenced to NAD 83.
 KU4915
 KU4915.The geoid height was determined by GEOID03.
 KU4915
 KU4915;                    North         East     Units Scale Factor Converg.
 KU4915;SPC NY L     -    81,666.337   335,564.932   MT  0.99999530   +0 16 33.9
 KU4915;SPC NY L     -   267,933.64  1,100,932.61   sFT  0.99999530   +0 16 33.9
 KU4915;SPC NY E     -   229,999.050   227,688.226   MT  0.99997426   +0 36 13.6
 KU4915;SPC NY E     -   754,588.55    747,007.12   sFT  0.99997426   +0 36 13.6
 KU4915;UTM  18      - 4,528,775.890   619,779.631   MT  0.99977659   +0 55 52.4
 KU4915
 KU4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4915!SPC NY L     -   1.00000448  x   0.99999530  =   0.99999978
 KU4915!SPC NY E     -   1.00000448  x   0.99997426  =   0.99997874
 KU4915!UTM  18      -   1.00000448  x   0.99977659  =   0.99978107
 KU4915
 KU4915:                Primary Azimuth Mark                     Grid Az
 KU4915:SPC NY L     -  11E 25N AZ                               025 21 57.5
 KU4915:SPC NY E     -  11E 25N AZ                               025 02 17.8
 KU4915:UTM  18      -  11E 25N AZ                               024 42 39.0
 KU4915
 KU4915|---------------------------------------------------------------------|
 KU4915| PID    Reference Object                     Distance      Geod. Az  |
 KU4915|                                                           dddmmss.s |
 KU4915| KU4916 11E 25N AZ                          APPROX. 1.3 KM 0253831.4 |
 KU4915| KU4893 11E 24N                             APPROX. 0.5 KM 0735814.6 |
 KU4915|---------------------------------------------------------------------|
 KU4915
 KU4915                          SUPERSEDED SURVEY CONTROL
 KU4915
 KU4915  ELLIP H (01/11/99)  -28.56   (m)                       GP(       ) 4 1
 KU4915  NAD 83(1996)-  40 54 04.74721(N)    073 34 40.48763(W) AD(       ) 1
 KU4915  NAD 83(1992)-  40 54 04.74708(N)    073 34 40.48740(W) AD(       ) 1
 KU4915  NAD 83(1986)-  40 54 04.74784(N)    073 34 40.48933(W) AD(       ) 1
 KU4915  NGVD 29 (03/24/92)    2.6    (m)            9.     (f) GPS OBS        
 KU4915
 KU4915.Superseded values are not recommended for survey control.
 KU4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4915.See file dsdata.txt to determine how the superseded data were derived.
 KU4915
 KU4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1978028776(NAD 83)
 KU4915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4915_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4915_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4915_STAMPING: 11E24NAZ
 KU4915_MARK LOGO: NYDPW 
 KU4915_PROJECTION: RECESSED 8 CENTIMETERS
 KU4915_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4915+STABILITY: POSITION/ELEVATION WELL
 KU4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4915+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 KU4915_ROD/PIPE-DEPTH: 20.6 meters
 KU4915_SLEEVE-DEPTH  : 1.52 meters
 KU4915
 KU4915  HISTORY     - Date     Condition        Report By
 KU4915  HISTORY     - 1989     MONUMENTED       SBAS
 KU4915  HISTORY     - 19910211 GOOD
 KU4915
 KU4915                          STATION DESCRIPTION
 KU4915
 KU4915'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4915'THE POINT IS LOCATED IN BAYVILLE, TOWN OF OYSTER BAY, 16 FEET (4.9 M)
 KU4915'SOUTH OF THE CENTERLINE OF HERMAN AVENUE AND 291 FEET (88.7 M) EAST OF
 KU4915'THE CENTERLINE OF DOW STREET,IN THE CONCRETE GUTTER.
 KU4915'THE LOCATION TIES ARE 4.6 FEET (1.4 M) FROM THE SOUTH EAST CORNER OF
 KU4915'THE SOUTHERLY CATCH BASIN, 8.7 FEET (2.7 M) FROM THE MANHOLE AND 28.7
 KU4915'FEET (8.7 M) FROM THE SOUTH EAST CORNER OF THE NORTHERLY CATCH BASIN.
 KU4915
 KU4915                          STATION RECOVERY (1991)
 KU4915
 KU4915'RECOVERED 1991
 KU4915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4894 ***********************************************************************
 KU4894  DESIGNATION -  11E 25N
 KU4894  PID         -  KU4894
 KU4894  STATE/COUNTY-  NY/NASSAU
 KU4894  USGS QUAD   -  BAYVILLE (1975)
 KU4894
 KU4894                         *CURRENT SURVEY CONTROL
 KU4894  ___________________________________________________________________
 KU4894* NAD 83(1996)-  40 54 47.17753(N)    073 34 17.65886(W)     ADJUSTED  
 KU4894* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 KU4894  ___________________________________________________________________
 KU4894  X           -   1,365,132.123 (meters)                     COMP
 KU4894  Y           -  -4,629,838.645 (meters)                     COMP
 KU4894  Z           -   4,155,123.741 (meters)                     COMP
 KU4894  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KU4894  ELLIP HEIGHT-         -17.92  (meters)          (12/03/02) GPS OBS
 KU4894  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU4894
 KU4894  HORZ ORDER  -  FIRST
 KU4894  ELLP ORDER  -  FOURTH    CLASS II
 KU4894
 KU4894.The horizontal coordinates were established by GPS observations
 KU4894.and adjusted by the National Geodetic Survey in January 1999..
 KU4894
 KU4894.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4894
 KU4894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4894
 KU4894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4894
 KU4894.The ellipsoidal height was determined by GPS observations
 KU4894.and is referenced to NAD 83.
 KU4894
 KU4894.The geoid height was determined by GEOID03.
 KU4894
 KU4894;                    North         East     Units Scale Factor Converg.
 KU4894;SPC NY L     -    82,977.881   336,092.869   MT  0.99999550   +0 16 48.8
 KU4894;SPC NY L     -   272,236.60  1,102,664.69   sFT  0.99999550   +0 16 48.8
 KU4894;SPC CT       -   161,588.529   235,584.983   MT  1.00004138   -0 32 41.1
 KU4894;SPC CT       -   530,145.03    772,915.07   sFT  1.00004138   -0 32 41.1
 KU4894;SPC NY E     -   231,313.565   228,208.640   MT  0.99997526   +0 36 29.1
 KU4894;SPC NY E     -   758,901.25    748,714.51   sFT  0.99997526   +0 36 29.1
 KU4894;UTM  18      - 4,530,093.098   620,292.422   MT  0.99977810   +0 56 08.2
 KU4894
 KU4894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4894!SPC NY L     -   1.00000281  x   0.99999550  =   0.99999831
 KU4894!SPC CT       -   1.00000281  x   1.00004138  =   1.00004419
 KU4894!SPC NY E     -   1.00000281  x   0.99997526  =   0.99997807
 KU4894!UTM  18      -   1.00000281  x   0.99977810  =   0.99978091
 KU4894
 KU4894|---------------------------------------------------------------------|
 KU4894| PID    Reference Object                     Distance      Geod. Az  |
 KU4894|                                                           dddmmss.s |
 KU4894| KU4916 11E 25N AZ                          145.235 METERS 16955     |
 KU4894|---------------------------------------------------------------------|
 KU4894
 KU4894                          SUPERSEDED SURVEY CONTROL
 KU4894
 KU4894  ELLIP H (01/11/99)  -17.91   (m)                       GP(       ) 4 1
 KU4894  NAD 83(1996)-  40 54 47.18041(N)    073 34 17.65783(W) AD(       ) 1
 KU4894  NAD 83(1992)-  40 54 47.18027(N)    073 34 17.65760(W) AD(       ) 1
 KU4894  NAD 83(1986)-  40 54 47.18111(N)    073 34 17.65952(W) AD(       ) 1
 KU4894  NGVD 29 (03/24/92)   13.2    (m)           43.     (f) GPS OBS        
 KU4894
 KU4894.Superseded values are not recommended for survey control.
 KU4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4894.See file dsdata.txt to determine how the superseded data were derived.
 KU4894
 KU4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2029230093(NAD 83)
 KU4894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4894_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4894_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4894_STAMPING: 11E25N
 KU4894_MARK LOGO: NYDPW 
 KU4894_PROJECTION: RECESSED 8 CENTIMETERS
 KU4894_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4894+STABILITY: POSITION/ELEVATION WELL
 KU4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4894+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1991
 KU4894_ROD/PIPE-DEPTH: 20.6 meters
 KU4894_SLEEVE-DEPTH  : 1.52 meters
 KU4894
 KU4894  HISTORY     - Date     Condition        Report By
 KU4894  HISTORY     - 1989     MONUMENTED       SBAS
 KU4894  HISTORY     - 19910207 GOOD
 KU4894
 KU4894                          STATION DESCRIPTION
 KU4894
 KU4894'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4894'THE POINT IS LOCATED IN BAYVILLE, TOWN OF OYSTER BAY, 13 FEET (4.0 M)
 KU4894'WEST OF THE CENTERLINE OF BEAVER DRIVE AND 659 FEET (200.9 M) NORTH OF
 KU4894'THE CENTERLINE OF BAYVILLE ROAD,IN THE PAVED ROADWAY.
 KU4894'THE LOCATION TIES ARE 169.7 FEET (51.7 M) FROM THE HYDRANT, 12.8 FEET
 KU4894'(3.9 M) FROM THE NEW YORK TELEPHONE UTILITY MANHOLE AND 18.0 FEET
 KU4894'(5.5 M) FROM THE MANHOLE WITH THE GRATE.
 KU4894
 KU4894                          STATION RECOVERY (1991)
 KU4894
 KU4894'RECOVERED 1991
 KU4894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4916 ***********************************************************************
 KU4916  DESIGNATION -  11E 25N AZ
 KU4916  PID         -  KU4916
 KU4916  STATE/COUNTY-  NY/NASSAU
 KU4916  USGS QUAD   -  BAYVILLE (1975)
 KU4916
 KU4916                         *CURRENT SURVEY CONTROL
 KU4916  ___________________________________________________________________
 KU4916* NAD 83(1996)-  40 54 42.54223(N)    073 34 16.57155(W)     ADJUSTED  
 KU4916* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 KU4916  ___________________________________________________________________
 KU4916  X           -   1,365,183.095 (meters)                     COMP
 KU4916  Y           -  -4,629,921.545 (meters)                     COMP
 KU4916  Z           -   4,155,015.932 (meters)                     COMP
 KU4916  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 KU4916  ELLIP HEIGHT-         -17.54  (meters)          (12/03/02) GPS OBS
 KU4916  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU4916
 KU4916  HORZ ORDER  -  FIRST
 KU4916  ELLP ORDER  -  FOURTH    CLASS II
 KU4916
 KU4916.The horizontal coordinates were established by GPS observations
 KU4916.and adjusted by the National Geodetic Survey in January 1999..
 KU4916
 KU4916.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4916
 KU4916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4916
 KU4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4916
 KU4916.The ellipsoidal height was determined by GPS observations
 KU4916.and is referenced to NAD 83.
 KU4916
 KU4916.The geoid height was determined by GEOID03.
 KU4916
 KU4916;                    North         East     Units Scale Factor Converg.
 KU4916;SPC NY L     -    82,835.019   336,119.013   MT  0.99999548   +0 16 49.5
 KU4916;SPC NY L     -   271,767.89  1,102,750.46   sFT  0.99999548   +0 16 49.5
 KU4916;SPC CT       -   161,445.299   235,609.069   MT  1.00004162   -0 32 40.4
 KU4916;SPC CT       -   529,675.12    772,994.09   sFT  1.00004162   -0 32 40.4
 KU4916;SPC NY E     -   231,170.858   228,235.601   MT  0.99997531   +0 36 29.7
 KU4916;SPC NY E     -   758,433.06    748,802.97   sFT  0.99997531   +0 36 29.7
 KU4916;UTM  18      - 4,529,950.575   620,320.193   MT  0.99977818   +0 56 08.8
 KU4916
 KU4916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4916!SPC NY L     -   1.00000275  x   0.99999548  =   0.99999823
 KU4916!SPC CT       -   1.00000275  x   1.00004162  =   1.00004437
 KU4916!SPC NY E     -   1.00000275  x   0.99997531  =   0.99997806
 KU4916!UTM  18      -   1.00000275  x   0.99977818  =   0.99978093
 KU4916
 KU4916:                Primary Azimuth Mark                     Grid Az
 KU4916:SPC NY L     -  11E 24N AZ                               205 21 57.6
 KU4916:SPC CT       -  11E 24N AZ                               206 11 27.5
 KU4916:SPC NY E     -  11E 24N AZ                               205 02 17.4
 KU4916:UTM  18      -  11E 24N AZ                               204 42 38.3
 KU4916
 KU4916|---------------------------------------------------------------------|
 KU4916| PID    Reference Object                     Distance      Geod. Az  |
 KU4916|                                                           dddmmss.s |
 KU4916| KU4915 11E 24N AZ                          APPROX. 1.3 KM 2053847.1 |
 KU4916| KU4894 11E 25N                             145.235 METERS 34955     |
 KU4916|---------------------------------------------------------------------|
 KU4916
 KU4916                          SUPERSEDED SURVEY CONTROL
 KU4916
 KU4916  ELLIP H (01/11/99)  -17.53   (m)                       GP(       ) 4 1
 KU4916  NAD 83(1996)-  40 54 42.54512(N)    073 34 16.57052(W) AD(       ) 1
 KU4916  NAD 83(1992)-  40 54 42.54498(N)    073 34 16.57029(W) AD(       ) 1
 KU4916  NAD 83(1986)-  40 54 42.54581(N)    073 34 16.57219(W) AD(       ) 1
 KU4916  NGVD 29 (03/24/92)   13.6    (m)           45.     (f) GPS OBS        
 KU4916
 KU4916.Superseded values are not recommended for survey control.
 KU4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4916.See file dsdata.txt to determine how the superseded data were derived.
 KU4916
 KU4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2032029951(NAD 83)
 KU4916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4916_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4916_STAMPING: 11E25NAZ
 KU4916_MARK LOGO: NYDPW 
 KU4916_PROJECTION: RECESSED 8 CENTIMETERS
 KU4916_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4916+STABILITY: POSITION/ELEVATION WELL
 KU4916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4916+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 KU4916_ROD/PIPE-DEPTH: 20.6 meters
 KU4916_SLEEVE-DEPTH  : 1.52 meters
 KU4916
 KU4916  HISTORY     - Date     Condition        Report By
 KU4916  HISTORY     - 1989     MONUMENTED       SBAS
 KU4916  HISTORY     - 19910211 GOOD
 KU4916
 KU4916                          STATION DESCRIPTION
 KU4916
 KU4916'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4916'THE POINT IS LOCATED IN BAYVILLE, TOWN OF OYSTER BAY, 15 FEET (4.6 M)
 KU4916'NORTH OF THE CENTERLINE OF BEAVER DRIVE AND 178 FEET (54.3 M) NORTH OF
 KU4916'THE CENTERLINE OF BAYVILLE ROAD,IN THE PAVED ROADWAY.
 KU4916'THE LOCATION TIES ARE 75.6 FEET (23.0 M) FROM THE NORTH WEST CORNER OF
 KU4916'HOUSE NUMBER 3, 68.4 FEET (20.8 M) FROM THE SOUTH WEST CORNER OF
 KU4916'HOUSE NUMBER 3 AND 32.1 FEET (9.8 M) FROM THE CORNER OF THE ASPHALT
 KU4916'DRIVEWAY.
 KU4916
 KU4916                          STATION RECOVERY (1991)
 KU4916
 KU4916'RECOVERED 1991
 KU4916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1078 ***********************************************************************
 KU1078  DESIGNATION -  12
 KU1078  PID         -  KU1078
 KU1078  STATE/COUNTY-  NY/QUEENS
 KU1078  USGS QUAD   -  CENTRAL PARK (1979)
 KU1078
 KU1078                         *CURRENT SURVEY CONTROL
 KU1078  ___________________________________________________________________
 KU1078* NAD 83(1986)-  40 46 26.     (N)    073 53 07.     (W)     SCALED    
 KU1078* NAVD 88     -         2.597  (meters)       8.52   (feet)  ADJUSTED  
 KU1078  ___________________________________________________________________
 KU1078  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU1078  DYNAMIC HT  -           2.596 (meters)       8.52  (feet)  COMP
 KU1078  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 KU1078
 KU1078  VERT ORDER  -  FIRST     CLASS II
 KU1078
 KU1078.This mark is at La Guardia Airport (LGA)
 KU1078
 KU1078.The horizontal coordinates were scaled from a topographic map and have
 KU1078.an estimated accuracy of +/- 6 seconds.
 KU1078
 KU1078.The orthometric height was determined by differential leveling
 KU1078.and adjusted by the National Geodetic Survey in June 1991..
 KU1078
 KU1078.The geoid height was determined by GEOID03.
 KU1078
 KU1078.The dynamic height is computed by dividing the NAVD 88
 KU1078.geopotential number by the normal gravity value computed on the
 KU1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1078.degrees latitude (g = 980.6199 gals.).
 KU1078
 KU1078.The modeled gravity was interpolated from observed gravity values.
 KU1078
 KU1078;                    North         East    Units  Estimated Accuracy
 KU1078;SPC NY L     -    67,440.      309,690.      MT  (+/- 180 meters Scaled)
 KU1078
 KU1078                          SUPERSEDED SURVEY CONTROL
 KU1078
 KU1078  NGVD 29 (??/??/92)    2.927  (m)            9.60   (f) ADJ UNCH    1 2
 KU1078
 KU1078.Superseded values are not recommended for survey control.
 KU1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1078.See file dsdata.txt to determine how the superseded data were derived.
 KU1078
 KU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL940142(NAD 83)
 KU1078_MARKER: B = BOLT
 KU1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1078_SP_SET: SEA WALL
 KU1078_STAMPING: 12
 KU1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1078
 KU1078  HISTORY     - Date     Condition        Report By
 KU1078  HISTORY     - UNK      MONUMENTED       NYPA
 KU1078  HISTORY     - 1952     GOOD             NGS
 KU1078  HISTORY     - 1957     GOOD             NGS
 KU1078  HISTORY     - 20021001 MARK NOT FOUND   PORANY
 KU1078
 KU1078                          STATION DESCRIPTION
 KU1078
 KU1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1078'AT NEW YORK.
 KU1078'AT NEW YORK, IN BOROUGH OF QUEENS, AT MARINE TERMINAL OF
 KU1078'LA GUARDIA FIELD, AT WEST PART OF AIRPORT, ABOUT 0.1 MILE EAST
 KU1078'OF CIRCULAR AIRPORT BUILDING, AT EAST END OF A SEA WALL (CONCRETE
 KU1078'CAP ON SHEET PILING), AT A RIGHT ANGLE TURN IN SEA WALL, 1.3
 KU1078'FEET WEST OF SOUTHEAST CORNER OF CONCRETE CAP, 48.7 FEET SOUTH
 KU1078'OF BM H 346, AND IS 1/2-INCH BRASS BOLT SET IN TOP OF CONCRETE
 KU1078'SEA WALL.  NOTE-- A NEW 3 FOOT CONCRETE WALL HAS BEEN BUILT
 KU1078'ON THE SEA WALL.  THE MARK IS 6 INCHES SOUTH OF THE NEW WALL.
 KU1078
 KU1078                          STATION RECOVERY (1957)
 KU1078
 KU1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KU1078'RECOVERED IN GOOD CONDITION.
 KU1078
 KU1078                          STATION RECOVERY (2002)
 KU1078
 KU1078'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2002 (SSZ)
 KU1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0258 ***********************************************************************
 OG0258  DESIGNATION -  12
 OG0258  PID         -  OG0258
 OG0258  STATE/COUNTY-  NY/NIAGARA
 OG0258  USGS QUAD   -  
 OG0258
 OG0258                         *CURRENT SURVEY CONTROL
 OG0258  ___________________________________________________________________
 OG0258* NAD 83(1986)-  43 10 24.     (N)    079 02 39.     (W)     SCALED    
 OG0258* NAVD 88     -       109.21   (+/-2cm)     358.3    (feet)  VERTCON   
 OG0258  ___________________________________________________________________
 OG0258  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OG0258
 OG0258  VERT ORDER  -  ? (See Below)
 OG0258
 OG0258.The horizontal coordinates were scaled from a topographic map and have
 OG0258.an estimated accuracy of +/- 6 seconds.
 OG0258
 OG0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0258.The vertical order pertains to the NGVD 29 superseded value.
 OG0258
 OG0258.The geoid height was determined by GEOID03.
 OG0258
 OG0258;                    North         East    Units  Estimated Accuracy
 OG0258;SPC NY W     -   352,530.      312,530.      MT  (+/- 180 meters Scaled)
 OG0258
 OG0258                          SUPERSEDED SURVEY CONTROL
 OG0258
 OG0258  NGVD 29 (??/??/92)  109.379  (m)          358.85   (f) ADJ UNCH    ?  
 OG0258
 OG0258.Superseded values are not recommended for survey control.
 OG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0258.See file dsdata.txt to determine how the superseded data were derived.
 OG0258
 OG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH589819(NAD 83)
 OG0258_MARKER: Z = SEE DESCRIPTION
 OG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0258_SP_SET: STONE
 OG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0258+STABILITY: SURFACE MOTION
 OG0258
 OG0258  HISTORY     - Date     Condition        Report By
 OG0258  HISTORY     - UNK      MONUMENTED       USLS
 OG0258  HISTORY     - 1943     GOOD             USLS
 OG0258
 OG0258                          STATION DESCRIPTION
 OG0258
 OG0258'DESCRIBED BY US LAKE SURVEY 1943
 OG0258'IN LEWISTON.
 OG0258'AT LEWISTON, NIAGARA COUNTY, AT THE NORTHWEST CORNER OF CENTER AND
 OG0258'FOURTH STREETS, AND INSIDE THE SIDEWALK INTERSECTION.  A CHISELED
 OG0258'MARK ON THE SOUTHWEST CORNER OF A 6-BY 6-INCH STONE POST PROJECTING
 OG0258'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0803 ***********************************************************************
 PH0803  DESIGNATION -  12
 PH0803  PID         -  PH0803
 PH0803  STATE/COUNTY-  NY/ST LAWRENCE
 PH0803  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0803
 PH0803                         *CURRENT SURVEY CONTROL
 PH0803  ___________________________________________________________________
 PH0803* NAD 83(1986)-  44 51 00.     (N)    075 16 04.     (W)     SCALED    
 PH0803* NAVD 88     -        77.14   (+/-2cm)     253.1    (feet)  VERTCON   
 PH0803  ___________________________________________________________________
 PH0803  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 PH0803
 PH0803  VERT ORDER  -  ? (See Below)
 PH0803
 PH0803.The horizontal coordinates were scaled from a topographic map and have
 PH0803.an estimated accuracy of +/- 6 seconds.
 PH0803
 PH0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0803.The vertical order pertains to the NGVD 29 superseded value.
 PH0803
 PH0803.The geoid height was determined by GEOID03.
 PH0803
 PH0803;                    North         East    Units  Estimated Accuracy
 PH0803;SPC NY E     -   668,490.       89,310.      MT  (+/- 180 meters Scaled)
 PH0803
 PH0803                          SUPERSEDED SURVEY CONTROL
 PH0803
 PH0803  NGVD 29 (??/??/92)   77.263  (m)          253.49   (f) ADJ UNCH    ?  
 PH0803
 PH0803.Superseded values are not recommended for survey control.
 PH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0803.See file dsdata.txt to determine how the superseded data were derived.
 PH0803
 PH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ788663(NAD 83)
 PH0803_MARKER: B = BOLT
 PH0803_SETTING: 80 = SET IN A BOULDER
 PH0803_SP_SET: BOULDER
 PH0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0803+STABILITY: SURFACE MOTION
 PH0803
 PH0803  HISTORY     - Date     Condition        Report By
 PH0803  HISTORY     - UNK      MONUMENTED       USLS
 PH0803  HISTORY     - 1934     GOOD             NGS
 PH0803  HISTORY     - 1989     POOR             USPSQD
 PH0803
 PH0803                          STATION DESCRIPTION
 PH0803
 PH0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0803'3.4 MI SW FROM WADDINGTON.
 PH0803'ABOUT 3.4 MILES SOUTHWEST OF WADDINGTON, ST. LAWRENCE COUNTY, ON RIVER
 PH0803'ROAD, IN A ROCK FENCE, 7-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 64
 PH0803'FEET NORTHWEST OF A TRIANGULAR-BLAZED 17-INCH ELM TREE AT THE WEST
 PH0803'SIDE OF THE RUINS OF AN OLD HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF
 PH0803'THE ROAD, AND IN THE TOP OF THE NORTH END OF A 7- BY 8-1/2-FOOT
 PH0803'BOULDER ABOUT 3 FEET HIGH.  THE TOP OF A 1/4-INCH BRASS BOLT NEAR THE
 PH0803'CHISELED INSCRIPTION U S PBM 12.
 PH0803
 PH0803                          STATION RECOVERY (1989)
 PH0803
 PH0803'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0803'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0533 ***********************************************************************
 PH0533  DESIGNATION -  12
 PH0533  PID         -  PH0533
 PH0533  STATE/COUNTY-  NY/ST LAWRENCE
 PH0533  USGS QUAD   -  MASSENA (1964)
 PH0533
 PH0533                         *CURRENT SURVEY CONTROL
 PH0533  ___________________________________________________________________
 PH0533* NAD 83(1986)-  44 58 59.     (N)    074 53 06.     (W)     SCALED    
 PH0533* NAVD 88     -        58.07   (+/-2cm)     190.5    (feet)  VERTCON   
 PH0533  ___________________________________________________________________
 PH0533  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 PH0533
 PH0533  VERT ORDER  -  ? (See Below)
 PH0533
 PH0533.The horizontal coordinates were scaled from a topographic map and have
 PH0533.an estimated accuracy of +/- 6 seconds.
 PH0533
 PH0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0533.The vertical order pertains to the NGVD 29 superseded value.
 PH0533
 PH0533.The geoid height was determined by GEOID03.
 PH0533
 PH0533;                    North         East    Units  Estimated Accuracy
 PH0533;SPC NY E     -   683,060.      119,640.      MT  (+/- 180 meters Scaled)
 PH0533
 PH0533                          SUPERSEDED SURVEY CONTROL
 PH0533
 PH0533  NGVD 29 (??/??/92)   58.187  (m)          190.90   (f) ADJ UNCH    ?  
 PH0533
 PH0533.Superseded values are not recommended for survey control.
 PH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0533.See file dsdata.txt to determine how the superseded data were derived.
 PH0533
 PH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ090810(NAD 83)
 PH0533_MARKER: R = RIVET
 PH0533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PH0533_SP_SET: CONCRETE IN 3-INCH IRON PIPE
 PH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0533+STABILITY: SURFACE MOTION
 PH0533
 PH0533  HISTORY     - Date     Condition        Report By
 PH0533  HISTORY     - UNK      MONUMENTED       LOCENG
 PH0533  HISTORY     - 1943     GOOD             NGS
 PH0533
 PH0533                          STATION DESCRIPTION
 PH0533
 PH0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0533'IN TRACY LANDING.
 PH0533'AT TRACY LANDING, ST. LAWRENCE COUNTY, ABOUT 208 FEET EAST OF THE
 PH0533'FERRY DOCK, 30 FEET SOUTH OF THE WATERS EDGE, 68 FEET NORTH OF THE
 PH0533'CENTER LINE OF THE ROAD LEADING TO THE FERRY, 57 FEET NORTH OF A
 PH0533'TRIANGULAR-BLAZED 30-INCH CEDAR TREE, AND SET IN CONCRETE INSIDE A
 PH0533'3-INCH IRON PIPE INSIDE A 6-INCH IRON PIPE (PIPES PROJECT ABOUT 1-1/2
 PH0533'FEET ABOVE GROUND AND ARE COVERED WITH A CONCRETE LID).  THE TOP OF A
 PH0533'5/8-INCH BRASS RIVET PROJECTING ABOUT 1/4 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1731 ***********************************************************************
 PH1731  DESIGNATION -  12
 PH1731  PID         -  PH1731
 PH1731  STATE/COUNTY-  NY/ST LAWRENCE
 PH1731  USGS QUAD   -  HOGANSBURG (1987)
 PH1731
 PH1731                         *CURRENT SURVEY CONTROL
 PH1731  ___________________________________________________________________
 PH1731* NAD 83(1996)-  44 59 10.27715(N)    074 44 24.75981(W)     ADJUSTED  
 PH1731* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 PH1731  ___________________________________________________________________
 PH1731  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 PH1731  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 PH1731
 PH1731  HORZ ORDER  -  THIRD
 PH1731
 PH1731.The horizontal coordinates were established by classical geodetic methods
 PH1731.and adjusted by the National Geodetic Survey in January 1999..
 PH1731
 PH1731.The orthometric height was scaled from a topographic map.
 PH1731
 PH1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1731
 PH1731.The geoid height was determined by GEOID03.
 PH1731
 PH1731;                    North         East     Units Scale Factor Converg.
 PH1731;SPC NY E     -   683,367.499   131,057.463   MT  0.99990441   -0 10 11.3
 PH1731;SPC NY E     - 2,242,014.87    429,977.69   sFT  0.99990441   -0 10 11.3
 PH1731;UTM  18      - 4,981,448.898   520,480.261   MT  0.99960516   +0 11 01.2
 PH1731
 PH1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1731!SPC NY E     -   0.99999541  x   0.99990441  =   0.99989982
 PH1731!UTM  18      -   0.99999541  x   0.99960516  =   0.99960058
 PH1731
 PH1731|---------------------------------------------------------------------|
 PH1731| PID    Reference Object                     Distance      Geod. Az  |
 PH1731|                                                           dddmmss.s |
 PH1731| PH1729 ANDORRA IBC                         245.672 METERS 01531     |
 PH1731| PH1726 REF MON 6 59 IBC                    APPROX. 1.1 KM 0402348.6 |
 PH1731| PH1732 REF MON 7 59                         17.002 METERS 31912     |
 PH1731|---------------------------------------------------------------------|
 PH1731
 PH1731                          SUPERSEDED SURVEY CONTROL
 PH1731
 PH1731  NAD 83(1986)-  44 59 10.26839(N)    074 44 24.76553(W) AD(       ) 3
 PH1731  NAD 27      -  44 59 10.08400(N)    074 44 26.13900(W) AD(       ) 3
 PH1731
 PH1731.Superseded values are not recommended for survey control.
 PH1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1731.See file dsdata.txt to determine how the superseded data were derived.
 PH1731
 PH1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2048081449(NAD 83)
 PH1731_MARKER: DD = SURVEY DISK
 PH1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1731
 PH1731  HISTORY     - Date     Condition        Report By
 PH1731  HISTORY     - 1910     MONUMENTED       IBWC
 PH1731  HISTORY     - 1963     GOOD             IBC
 PH1731
 PH1731                          STATION DESCRIPTION
 PH1731
 PH1731'DESCRIBED BY INT BDRY WTR COMM 1910
 PH1731'ABOUT 500 FEET SOUTH OF THE SOUTH BANK OF THE ST LAWRENCE RIVER, ABOUT
 PH1731'228 FEET WEST OF THE FIRST CONCRETE BRIDGE PIER NORTH OF THE RAILWAY
 PH1731'TRACK, AND ABOUT 69.5 FEET NORTH OF THE NORTH RAIL OF THE RAILWAY
 PH1731'TRACK.  THE STATION IS FENCED OFF ON ROCKY GROUND BADLY GROWN UP WITH
 PH1731'THORN BUSHES.
 PH1731'
 PH1731'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH1731'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER
 PH1731'OF CONCRETE 9 INCHES IN DIAMETER AND 28 INCHES IN DEPTH.  THE
 PH1731'SUBSURFACE MARK IS A BRASS SCREW SET IN THE TOP OF A CIRCULAR BLOCK
 PH1731'OF CONCRETE 28 INCHES UNDERGROUND.  THE STATION IS REFERENCED BY A
 PH1731'DRILL HOLE IN A ROCK 2 FEET IN DIAMETER NEARLY FLUSH WITH THE GROUND
 PH1731'S 71 DEG 43 MIN E, DISTANT ABOUT 8.9 FEET.  REFERENCE MONUMENT
 PH1731'7 - 59 LIES N 40 DEG 48 MIN W, DISTANT 55.73 FEET.
 PH1731'FEET.
 PH1731
 PH1731                          STATION RECOVERY (1963)
 PH1731
 PH1731'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1731'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1718 ***********************************************************************
 KU1718  DESIGNATION -  12 C OF NR
 KU1718  PID         -  KU1718
 KU1718  STATE/COUNTY-  NY/WESTCHESTER
 KU1718  USGS QUAD   -  MOUNT VERNON (1979)
 KU1718
 KU1718                         *CURRENT SURVEY CONTROL
 KU1718  ___________________________________________________________________
 KU1718* NAD 83(1986)-  40 54 23.     (N)    073 46 20.     (W)     SCALED    
 KU1718* NAVD 88     -         3.828  (meters)      12.56   (feet)  ADJUSTED  
 KU1718  ___________________________________________________________________
 KU1718  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU1718  DYNAMIC HT  -           3.827 (meters)      12.56  (feet)  COMP
 KU1718  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 KU1718
 KU1718  VERT ORDER  -  FIRST     CLASS I
 KU1718
 KU1718.The horizontal coordinates were scaled from a topographic map and have
 KU1718.an estimated accuracy of +/- 6 seconds.
 KU1718
 KU1718.The orthometric height was determined by differential leveling
 KU1718.and adjusted by the National Geodetic Survey in June 1991..
 KU1718
 KU1718.The geoid height was determined by GEOID03.
 KU1718
 KU1718.The dynamic height is computed by dividing the NAVD 88
 KU1718.geopotential number by the normal gravity value computed on the
 KU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1718.degrees latitude (g = 980.6199 gals.).
 KU1718
 KU1718.The modeled gravity was interpolated from observed gravity values.
 KU1718
 KU1718;                    North         East    Units  Estimated Accuracy
 KU1718;SPC NY E     -   230,410.      211,310.      MT  (+/- 180 meters Scaled)
 KU1718
 KU1718                          SUPERSEDED SURVEY CONTROL
 KU1718
 KU1718  NGVD 29 (??/??/92)    4.15   (m)           13.6    (f) COMPUTED    1 1
 KU1718
 KU1718.Superseded values are not recommended for survey control.
 KU1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1718.See file dsdata.txt to determine how the superseded data were derived.
 KU1718
 KU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL034290(NAD 83)
 KU1718_MARKER: Q = CHISELED SQUARE
 KU1718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1718_SP_SET: STONE WALL
 KU1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1718
 KU1718  HISTORY     - Date     Condition        Report By
 KU1718  HISTORY     - UNK      MONUMENTED       NY4120
 KU1718  HISTORY     - 1965     GOOD             NGS
 KU1718
 KU1718                          STATION DESCRIPTION
 KU1718
 KU1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1718'AT NEW ROCHELLE.
 KU1718'AT NEW ROCHELLE, ABOUT 151 YARDS EAST OF THE INTERSECTION OF
 KU1718'FRANKLIN AVENUE, PELHAM AND HUDSON ROAD, AT THE INTERSECTION OF
 KU1718'DAVENPORT AVENUE AND HUDSON ROAD, A COPPER BOLT SET INSIDE
 KU1718'A CHISELED SQUARE ON THE TOP OF A LOW LEDGE AT THE BASE OF THE
 KU1718'NORTH END OF A STONE WALL ALONG THE EAST SIDE OF DAVENPORT AVENUE,
 KU1718'51 FEET SOUTH OF THE CENTER LINE OF HUDSON ROAD, 6.2 FEET EAST OF
 KU1718'THE EAST CURB OF DAVENPORT AVENUE, AND ABOUT 1/2 FOOT ABOVE THE
 KU1718'LEVEL OF THE SIDEWALK.  NOTE-- THE DESCRIPTION FITS THE CHISELED
 KU1718'SQUARE DESCRIBED AT THE ABOVE LOCATION.  SOMEONE MUST HAVE PUT IN
 KU1718'A COPPER BOLT IN CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4551 ***********************************************************************
 KU4551  DESIGNATION -  12 E 02 N AZ MK
 KU4551  PID         -  KU4551
 KU4551  STATE/COUNTY-  NY/NASSAU
 KU4551  USGS QUAD   -  JONES INLET (1975)
 KU4551
 KU4551                         *CURRENT SURVEY CONTROL
 KU4551  ___________________________________________________________________
 KU4551* NAD 83(1996)-  40 35 22.60328(N)    073 33 10.15625(W)     ADJUSTED  
 KU4551* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 KU4551  ___________________________________________________________________
 KU4551  X           -   1,373,284.118 (meters)                     COMP
 KU4551  Y           -  -4,651,873.523 (meters)                     COMP
 KU4551  Z           -   4,127,902.278 (meters)                     COMP
 KU4551  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 KU4551  ELLIP HEIGHT-         -29.72  (meters)          (12/03/02) GPS OBS
 KU4551  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU4551
 KU4551  HORZ ORDER  -  FIRST
 KU4551  VERT ORDER  -  THIRD (See Below)
 KU4551  ELLP ORDER  -  FOURTH    CLASS II
 KU4551
 KU4551.The horizontal coordinates were established by GPS observations
 KU4551.and adjusted by the National Geodetic Survey in January 1999..
 KU4551
 KU4551.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4551.The vertical order pertains to the NGVD 29 superseded value.
 KU4551
 KU4551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4551
 KU4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4551
 KU4551.The ellipsoidal height was determined by GPS observations
 KU4551.and is referenced to NAD 83.
 KU4551
 KU4551.The geoid height was determined by GEOID03.
 KU4551
 KU4551;                    North         East     Units Scale Factor Converg.
 KU4551;SPC NY L     -    47,062.735   337,855.895   MT  1.00000518   +0 17 33.0
 KU4551;SPC NY L     -   154,404.99  1,108,448.88   sFT  1.00000518   +0 17 33.0
 KU4551;UTM  18      - 4,494,208.118   622,463.749   MT  0.99978460   +0 56 30.1
 KU4551
 KU4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4551!SPC NY L     -   1.00000466  x   1.00000518  =   1.00000984
 KU4551!UTM  18      -   1.00000466  x   0.99978460  =   0.99978926
 KU4551
 KU4551|---------------------------------------------------------------------|
 KU4551| PID    Reference Object                     Distance      Geod. Az  |
 KU4551|                                                           dddmmss.s |
 KU4551| KU4917 12E 02N                             339.695 METERS 26213     |
 KU4551|---------------------------------------------------------------------|
 KU4551
 KU4551                          SUPERSEDED SURVEY CONTROL
 KU4551
 KU4551  ELLIP H (01/11/99)  -29.72   (m)                       GP(       ) 4 1
 KU4551  NAD 83(1986)-  40 35 22.60635(N)    073 33 10.15515(W) AD(       ) 1
 KU4551  NGVD 29 (03/24/92)    2.33   (m)            7.6    (f) LEVELING    3  
 KU4551
 KU4551.Superseded values are not recommended for survey control.
 KU4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4551.See file dsdata.txt to determine how the superseded data were derived.
 KU4551
 KU4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2246494208(NAD 83)
 KU4551_MARKER: DD = SURVEY DISK
 KU4551_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4551_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4551_STAMPING: 12E02NAZ
 KU4551_MARK LOGO: NY-059
 KU4551_PROJECTION: RECESSED 8 CENTIMETERS
 KU4551_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4551+STABILITY: POSITION/ELEVATION WELL
 KU4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4551+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4551_ROD/PIPE-DEPTH: 20.6 meters
 KU4551_SLEEVE-DEPTH  : 1.52 meters
 KU4551
 KU4551  HISTORY     - Date     Condition        Report By
 KU4551  HISTORY     - 1989     MONUMENTED       SBAS
 KU4551
 KU4551                          STATION DESCRIPTION
 KU4551
 KU4551'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4551'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, EAST OF THE
 KU4551'WEST END BOAT BASIN PARKING AREA AND 200 FEET (61.0 M) NORTH OF THE
 KU4551'JONES BEACH CAUSEWAY,IN THE GRASS AREA NORTH OF THE ASPHALT WALK.
 KU4551'THE LOCATION TIES ARE 87.7 FEET (26.7 M) FROM THE SOUTH WEST BOLT AT
 KU4551'THE METAL RAILING, 63.7 FEET (19.4 M) FROM THE SOUTH WEST METAL POLE
 KU4551'IN THE GAZEBO AND 68.0 FEET (20.7 M) FROM THE CENTER OF THE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4543 ***********************************************************************
 KU4543  DESIGNATION -  12 E 08 N
 KU4543  PID         -  KU4543
 KU4543  STATE/COUNTY-  NY/NASSAU
 KU4543  USGS QUAD   -  FREEPORT (1979)
 KU4543
 KU4543                         *CURRENT SURVEY CONTROL
 KU4543  ___________________________________________________________________
 KU4543* NAD 83(1996)-  40 40 14.69129(N)    073 33 22.34803(W)     ADJUSTED  
 KU4543* NAVD 88     -         7.808  (meters)      25.62   (feet)  ADJUSTED  
 KU4543  ___________________________________________________________________
 KU4543  X           -   1,371,349.668 (meters)                     COMP
 KU4543  Y           -  -4,646,332.103 (meters)                     COMP
 KU4543  Z           -   4,134,744.007 (meters)                     COMP
 KU4543  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KU4543  ELLIP HEIGHT-         -23.68  (meters)          (12/03/02) GPS OBS
 KU4543  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4543  DYNAMIC HT  -           7.804 (meters)      25.60  (feet)  COMP
 KU4543  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 KU4543
 KU4543  HORZ ORDER  -  FIRST
 KU4543  VERT ORDER  -  THIRD
 KU4543  ELLP ORDER  -  FOURTH    CLASS II
 KU4543
 KU4543.The horizontal coordinates were established by GPS observations
 KU4543.and adjusted by the National Geodetic Survey in January 1999..
 KU4543
 KU4543.The orthometric height was determined by differential leveling
 KU4543.and adjusted by the National Geodetic Survey in August 1995..
 KU4543
 KU4543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4543
 KU4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4543
 KU4543.The ellipsoidal height was determined by GPS observations
 KU4543.and is referenced to NAD 83.
 KU4543
 KU4543.The geoid height was determined by GEOID03.
 KU4543
 KU4543.The dynamic height is computed by dividing the NAVD 88
 KU4543.geopotential number by the normal gravity value computed on the
 KU4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4543.degrees latitude (g = 980.6199 gals.).
 KU4543
 KU4543.The modeled gravity was interpolated from observed gravity values.
 KU4543
 KU4543;                    North         East     Units Scale Factor Converg.
 KU4543;SPC NY L     -    56,071.024   337,523.558   MT  0.99999978   +0 17 25.0
 KU4543;SPC NY L     -   183,959.68  1,107,358.54   sFT  0.99999978   +0 17 25.0
 KU4543;UTM  18      - 4,503,210.090   622,029.336   MT  0.99978329   +0 56 27.8
 KU4543
 KU4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4543!SPC NY L     -   1.00000371  x   0.99999978  =   1.00000349
 KU4543!UTM  18      -   1.00000371  x   0.99978329  =   0.99978700
 KU4543
 KU4543|---------------------------------------------------------------------|
 KU4543| PID    Reference Object                     Distance      Geod. Az  |
 KU4543|                                                           dddmmss.s |
 KU4543| KU4938 12E 08N AZ                          250.338 METERS 26918     |
 KU4543|---------------------------------------------------------------------|
 KU4543
 KU4543                          SUPERSEDED SURVEY CONTROL
 KU4543
 KU4543  ELLIP H (01/11/99)  -23.67   (m)                       GP(       ) 4 1
 KU4543  NAD 83(1996)-  40 40 14.69448(N)    073 33 22.34681(W) AD(       ) 1
 KU4543  NAD 83(1992)-  40 40 14.69439(N)    073 33 22.34662(W) AD(       ) 1
 KU4543  NAD 83(1986)-  40 40 14.69481(N)    073 33 22.34743(W) AD(       ) 1
 KU4543  NGVD 29 (03/24/92)    8.16   (m)           26.8    (f) LEVELING    3  
 KU4543
 KU4543.Superseded values are not recommended for survey control.
 KU4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4543.See file dsdata.txt to determine how the superseded data were derived.
 KU4543
 KU4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2202903210(NAD 83)
 KU4543_MARKER: DD = SURVEY DISK
 KU4543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4543_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4543_STAMPING: 12E08N
 KU4543_MARK LOGO: NY-059
 KU4543_PROJECTION: RECESSED 8 CENTIMETERS
 KU4543_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4543+STABILITY: POSITION/ELEVATION WELL
 KU4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4543+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4543_ROD/PIPE-DEPTH: 20.6 meters
 KU4543_SLEEVE-DEPTH  : 1.52 meters
 KU4543
 KU4543  HISTORY     - Date     Condition        Report By
 KU4543  HISTORY     - 1989     MONUMENTED       SBAS
 KU4543
 KU4543                          STATION DESCRIPTION
 KU4543
 KU4543'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4543'POINT LOCATED IN MERRICK,TOWN OF HEMPSTEAD,ON THE GROUNDS OF THE
 KU4543'MERRICK AVENUE JUNIOR HIGH SCHOOL,44 FEET WEST OF THE CENTER LINE OF
 KU4543'ALFRED DRIVE EAST AND 138 FEET (42.1 M) NORTH OF THE CENTERLINE OF
 KU4543'HAWTHORNE AVENUE,IN THE GRASS AREA BEHIND THE CURB.  LOCATION TIES
 KU4543'ARE,29.8 FEET FROM THE CENTER OF THE WEST GATE POST ,73.4 FEET FROM
 KU4543'THE METAL LIGHT POLE AND 61.5 FEET (18.7 M) FROM THE UTILITY POLE AT
 KU4543'THE CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4552 ***********************************************************************
 KU4552  DESIGNATION -  12 E 09 N
 KU4552  PID         -  KU4552
 KU4552  STATE/COUNTY-  NY/NASSAU
 KU4552  USGS QUAD   -  FREEPORT (1979)
 KU4552
 KU4552                         *CURRENT SURVEY CONTROL
 KU4552  ___________________________________________________________________
 KU4552* NAD 83(1996)-  40 41 23.43078(N)    073 33 30.15990(W)     ADJUSTED  
 KU4552* NAVD 88     -        13.283  (meters)      43.58   (feet)  ADJUSTED  
 KU4552  ___________________________________________________________________
 KU4552  X           -   1,370,783.686 (meters)                     COMP
 KU4552  Y           -  -4,645,062.439 (meters)                     COMP
 KU4552  Z           -   4,136,355.614 (meters)                     COMP
 KU4552  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KU4552  ELLIP HEIGHT-         -18.15  (meters)          (12/03/02) GPS OBS
 KU4552  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU4552  DYNAMIC HT  -          13.278 (meters)      43.56  (feet)  COMP
 KU4552  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 KU4552
 KU4552  HORZ ORDER  -  FIRST
 KU4552  VERT ORDER  -  THIRD
 KU4552  ELLP ORDER  -  FOURTH    CLASS II
 KU4552
 KU4552.The horizontal coordinates were established by GPS observations
 KU4552.and adjusted by the National Geodetic Survey in January 1999..
 KU4552
 KU4552.The orthometric height was determined by differential leveling
 KU4552.and adjusted by the National Geodetic Survey in August 1995..
 KU4552
 KU4552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4552
 KU4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4552
 KU4552.The ellipsoidal height was determined by GPS observations
 KU4552.and is referenced to NAD 83.
 KU4552
 KU4552.The geoid height was determined by GEOID03.
 KU4552
 KU4552.The dynamic height is computed by dividing the NAVD 88
 KU4552.geopotential number by the normal gravity value computed on the
 KU4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4552.degrees latitude (g = 980.6199 gals.).
 KU4552
 KU4552.The modeled gravity was interpolated from observed gravity values.
 KU4552
 KU4552;                    North         East     Units Scale Factor Converg.
 KU4552;SPC NY L     -    58,190.447   337,329.395   MT  0.99999879   +0 17 19.9
 KU4552;SPC NY L     -   190,913.16  1,106,721.52   sFT  0.99999879   +0 17 19.9
 KU4552;UTM  18      - 4,505,326.713   621,811.154   MT  0.99978264   +0 56 24.0
 KU4552
 KU4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4552!SPC NY L     -   1.00000285  x   0.99999879  =   1.00000164
 KU4552!UTM  18      -   1.00000285  x   0.99978264  =   0.99978549
 KU4552
 KU4552|---------------------------------------------------------------------|
 KU4552| PID    Reference Object                     Distance      Geod. Az  |
 KU4552|                                                           dddmmss.s |
 KU4552| KU4939 12E 09N AZ                          360.054 METERS 26203     |
 KU4552|---------------------------------------------------------------------|
 KU4552
 KU4552                          SUPERSEDED SURVEY CONTROL
 KU4552
 KU4552  ELLIP H (01/11/99)  -18.15   (m)                       GP(       ) 4 1
 KU4552  NAD 83(1996)-  40 41 23.43398(N)    073 33 30.15868(W) AD(       ) 1
 KU4552  NAD 83(1992)-  40 41 23.43388(N)    073 33 30.15849(W) AD(       ) 1
 KU4552  NAD 83(1986)-  40 41 23.43439(N)    073 33 30.15926(W) AD(       ) 1
 KU4552  NGVD 29 (03/24/92)   13.64   (m)           44.8    (f) LEVELING    3  
 KU4552
 KU4552.Superseded values are not recommended for survey control.
 KU4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4552.See file dsdata.txt to determine how the superseded data were derived.
 KU4552
 KU4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2181105327(NAD 83)
 KU4552_MARKER: DD = SURVEY DISK
 KU4552_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4552_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4552_STAMPING: 12E09N
 KU4552_MARK LOGO: NY-059
 KU4552_PROJECTION: RECESSED 8 CENTIMETERS
 KU4552_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4552+STABILITY: POSITION/ELEVATION WELL
 KU4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4552+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 KU4552_ROD/PIPE-DEPTH: 20.6 meters
 KU4552_SLEEVE-DEPTH  : 1.52 meters
 KU4552
 KU4552  HISTORY     - Date     Condition        Report By
 KU4552  HISTORY     - 1990     MONUMENTED       SBAS
 KU4552  HISTORY     - 19910409 GOOD
 KU4552
 KU4552                          STATION DESCRIPTION
 KU4552
 KU4552'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4552'THE POINT IS LOCATED IN NORTH MERRICK, TOWN OF HEMPSTEAD, 49 FEET
 KU4552'(14.9 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 KU4552'SOUTHERN STATE PARKWAY AND ON THE EXTENDED CENTERLINE OF LITTLE
 KU4552'WHALENECK ROAD,IN THE GRASS AREA ADJACENT TO THE ENTRANCE RAMP.  THE
 KU4552'LOCATION TIES ARE 55.2 FEET (16.8 M) FROM THE CENTER OF THE LIGHT
 KU4552'POLE, 37.7 FEET (11.5 M) FROM THE SOUTH WEST CORNER OF THE CATCH
 KU4552'BASIN ON THE SOUTH SIDE OF SOUTHERN STATE PARKWAY AND 71.2 FEET (21.7
 KU4552'M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN ON THE WEST SIDE OF
 KU4552'LITTLE WHALENECK ROAD.
 KU4552
 KU4552                          STATION RECOVERY (1991)
 KU4552
 KU4552'RECOVERED 1991
 KU4552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4559 ***********************************************************************
 KU4559  DESIGNATION -  12 E 11 N
 KU4559  PID         -  KU4559
 KU4559  STATE/COUNTY-  NY/NASSAU
 KU4559  USGS QUAD   -  FREEPORT (1979)
 KU4559
 KU4559                         *CURRENT SURVEY CONTROL
 KU4559  ___________________________________________________________________
 KU4559* NAD 83(1996)-  40 42 44.19832(N)    073 33 37.68125(W)     ADJUSTED  
 KU4559* NAVD 88     -        21.320  (meters)      69.95   (feet)  ADJUSTED  
 KU4559  ___________________________________________________________________
 KU4559  X           -   1,370,156.253 (meters)                     COMP
 KU4559  Y           -  -4,643,560.052 (meters)                     COMP
 KU4559  Z           -   4,138,249.687 (meters)                     COMP
 KU4559  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 KU4559  ELLIP HEIGHT-         -10.05  (meters)          (12/03/02) GPS OBS
 KU4559  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4559  DYNAMIC HT  -          21.312 (meters)      69.92  (feet)  COMP
 KU4559  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 KU4559
 KU4559  HORZ ORDER  -  FIRST
 KU4559  VERT ORDER  -  THIRD
 KU4559  ELLP ORDER  -  FOURTH    CLASS II
 KU4559
 KU4559.The horizontal coordinates were established by GPS observations
 KU4559.and adjusted by the National Geodetic Survey in January 1999..
 KU4559
 KU4559.The orthometric height was determined by differential leveling
 KU4559.and adjusted by the National Geodetic Survey in August 1995..
 KU4559
 KU4559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4559
 KU4559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4559
 KU4559.The ellipsoidal height was determined by GPS observations
 KU4559.and is referenced to NAD 83.
 KU4559
 KU4559.The geoid height was determined by GEOID03.
 KU4559
 KU4559.The dynamic height is computed by dividing the NAVD 88
 KU4559.geopotential number by the normal gravity value computed on the
 KU4559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4559.degrees latitude (g = 980.6199 gals.).
 KU4559
 KU4559.The modeled gravity was interpolated from observed gravity values.
 KU4559
 KU4559;                    North         East     Units Scale Factor Converg.
 KU4559;SPC NY L     -    60,680.936   337,140.294   MT  0.99999778   +0 17 15.0
 KU4559;SPC NY L     -   199,084.04  1,106,101.11   sFT  0.99999778   +0 17 15.0
 KU4559;UTM  18      - 4,507,814.353   621,593.800   MT  0.99978198   +0 56 20.6
 KU4559
 KU4559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4559!SPC NY L     -   1.00000158  x   0.99999778  =   0.99999936
 KU4559!UTM  18      -   1.00000158  x   0.99978198  =   0.99978356
 KU4559
 KU4559|---------------------------------------------------------------------|
 KU4559| PID    Reference Object                     Distance      Geod. Az  |
 KU4559|                                                           dddmmss.s |
 KU4559| KU4941 12E 11N AZ                           97.197 METERS 19221     |
 KU4559|---------------------------------------------------------------------|
 KU4559
 KU4559                          SUPERSEDED SURVEY CONTROL
 KU4559
 KU4559  ELLIP H (01/11/99)  -10.05   (m)                       GP(       ) 4 1
 KU4559  NAD 83(1996)-  40 42 44.20141(N)    073 33 37.68003(W) AD(       ) 1
 KU4559  NAD 83(1992)-  40 42 44.20126(N)    073 33 37.67978(W) AD(       ) 1
 KU4559  NAD 83(1986)-  40 42 44.20200(N)    073 33 37.68088(W) AD(       ) 1
 KU4559  NGVD 29 (03/24/92)   21.67   (m)           71.1    (f) LEVELING    3  
 KU4559
 KU4559.Superseded values are not recommended for survey control.
 KU4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4559.See file dsdata.txt to determine how the superseded data were derived.
 KU4559
 KU4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2159407814(NAD 83)
 KU4559_MARKER: DD = SURVEY DISK
 KU4559_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4559_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4559_STAMPING: 12E11N
 KU4559_MARK LOGO: NY-059
 KU4559_PROJECTION: RECESSED 8 CENTIMETERS
 KU4559_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4559+STABILITY: POSITION/ELEVATION WELL
 KU4559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4559+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4559_ROD/PIPE-DEPTH: 20.6 meters
 KU4559_SLEEVE-DEPTH  : 1.52 meters
 KU4559
 KU4559  HISTORY     - Date     Condition        Report By
 KU4559  HISTORY     - 1990     MONUMENTED       SBAS
 KU4559
 KU4559                          STATION DESCRIPTION
 KU4559
 KU4559'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4559'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD,IN VETERANS
 KU4559'MEMORIAL PARK,224 FEET SOUTH OF THE CENTERLINE OF PROSPECT AVENUE AND
 KU4559'159 FEET (48.5 M) EAST OF THE EXTENDED CENTERLINE OF MAPLE AVENUE,IN
 KU4559'THE ASPHALT PAVED PORTION OF THE PARKING LOT.  THE LOCATION TIES ARE
 KU4559'91.2 FEET (27.8 M) FROM THE CENTER OF THE CATCH BASIN, 73.2 FEET
 KU4559'(22.3 M) FROM THE CENTER OF THE LIGHT POLE AND 59.7 FEET (18.2 M)
 KU4559'FROM THE CENTER OF THE 8 INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0382 ***********************************************************************
 NB0382  DESIGNATION -  12 E CORUNI
 NB0382  PID         -  NB0382
 NB0382  STATE/COUNTY-  NY/TOMPKINS
 NB0382  USGS QUAD   -  ITHACA WEST (1978)
 NB0382
 NB0382                         *CURRENT SURVEY CONTROL
 NB0382  ___________________________________________________________________
 NB0382* NAD 83(1986)-  42 26 29.     (N)    076 30 47.     (W)     SCALED    
 NB0382* NAVD 88     -       118.269  (meters)     388.02   (feet)  ADJUSTED  
 NB0382  ___________________________________________________________________
 NB0382  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NB0382  DYNAMIC HT  -         118.228 (meters)     387.89  (feet)  COMP
 NB0382  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NB0382
 NB0382  VERT ORDER  -  FIRST     CLASS II
 NB0382
 NB0382.The horizontal coordinates were scaled from a topographic map and have
 NB0382.an estimated accuracy of +/- 6 seconds.
 NB0382
 NB0382.The orthometric height was determined by differential leveling
 NB0382.and adjusted by the National Geodetic Survey in June 1991..
 NB0382.WARNING-Repeat measurements at this control monument indicate possible
 NB0382.vertical movement.
 NB0382
 NB0382.The geoid height was determined by GEOID03.
 NB0382
 NB0382.The dynamic height is computed by dividing the NAVD 88
 NB0382.geopotential number by the normal gravity value computed on the
 NB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0382.degrees latitude (g = 980.6199 gals.).
 NB0382
 NB0382.The modeled gravity was interpolated from observed gravity values.
 NB0382
 NB0382;                    North         East    Units  Estimated Accuracy
 NB0382;SPC NY C     -   271,120.      255,780.      MT  (+/- 180 meters Scaled)
 NB0382
 NB0382                          SUPERSEDED SURVEY CONTROL
 NB0382
 NB0382  NGVD 29 (??/??/92)  118.564  (m)          388.99   (f) ADJ UNCH    1 2
 NB0382
 NB0382.Superseded values are not recommended for survey control.
 NB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0382.See file dsdata.txt to determine how the superseded data were derived.
 NB0382
 NB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM755998(NAD 83)
 NB0382_MARKER: B = BOLT
 NB0382_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NB0382_MARK LOGO: CORUNI
 NB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0382+STABILITY: SURFACE MOTION
 NB0382
 NB0382  HISTORY     - Date     Condition        Report By
 NB0382  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0382  HISTORY     - 1932     GOOD             NGS
 NB0382  HISTORY     - 1982     GOOD             NGS
 NB0382  HISTORY     - 1985     GOOD             USPSQD
 NB0382  HISTORY     - 1988     GOOD             USPSQD
 NB0382  HISTORY     - 1989     GOOD             USPSQD
 NB0382  HISTORY     - 1989     GOOD             USPSQD
 NB0382  HISTORY     - 20060627 MARK NOT FOUND   USPSQD
 NB0382
 NB0382                          STATION DESCRIPTION
 NB0382
 NB0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0382'AT ITHACA.
 NB0382'AT ITHACA, TOMKINS COUNTY, AT THE RAILROAD STATION OF THE LEHIGH
 NB0382'VALLEY RAILROAD, AT THE SOUTHEAST CORNER OF THE BUILDING, AT THE
 NB0382'SOUTHEAST ENTRANCE, IN THE SOUTH FACE OF THE STONE COLUMN SUPPORTING
 NB0382'THE UPPER PART OF THE BUILDING AT THE SOUTHEAST ENTRANCE, IN THE FACE
 NB0382'OF THE CENTER OF THE SECOND COURSE OF STONE.
 NB0382
 NB0382                          STATION RECOVERY (1982)
 NB0382
 NB0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0382'RECOVERED IN GOOD CONDITION.
 NB0382'CHANGE-LEHIGH VALLEY RAILROAD STATION TO READ (THE STATION
 NB0382'RESTAURANT).
 NB0382
 NB0382                          STATION RECOVERY (1985)
 NB0382
 NB0382'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0382'THE LEHIGH VALLEY RAILROAD STATION IS NOW 'THE STATION' RESTURANT.
 NB0382'MARK WAS FOUND GENERALLY AS DESCRIBED. IT IS 25 INCHES WEST OF THE
 NB0382'SOUTHEAST CORNER OF THE COLUMN, AND IS NOW 6 INCHES ABOVE THE LEVEL
 NB0382'OF A BRICK SIDEWALK. THE COLUMN IS IVY COVERED. MAKE NOTE OF THE USC
 NB0382'AND GS RECOVERY NOTE OF APRIL 14, 1939, 'MARK IS PROGRESSIVELY
 NB0382'SETTLING. THERE IS NO FURTHER EVIDENCE OF STRUCTURAL SETTLING AT THIS
 NB0382'TIME.
 NB0382
 NB0382                          STATION RECOVERY (1988)
 NB0382
 NB0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEZ)
 NB0382'RECOVERED IN GOOD CONDITION.
 NB0382
 NB0382                          STATION RECOVERY (1989)
 NB0382
 NB0382'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGR)
 NB0382'RECOVERED IN GOOD CONDITION.
 NB0382
 NB0382                          STATION RECOVERY (1989)
 NB0382
 NB0382'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0382'RECOVERED IN GOOD CONDITION.
 NB0382
 NB0382                          STATION RECOVERY (2006)
 NB0382
 NB0382'RECOVERY NOTE BY US POWER SQUADRON 2006 (NLH)
 NB0382'THE LEHIGH VALLEY TRAIN STATION, WHICH BECAME THE STATION RESTAURANT,
 NB0382'IS NOW THE CHEMUNG CANAL TRUST COMPANY. ALTHOUGH THEY STILL USE THE
 NB0382'SAME FOOTPRINT OF THE BUILDING, THERE WAS OUTSIDE ARCITECHTURAL WORK
 NB0382'AND LANDSAPING WHICH RAISED THE LEVEL OF THE SURROUNDINGS SO THAT THE
 NB0382'MARK IS NO LONGER VISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0262 ***********************************************************************
 OE0262  DESIGNATION -  12 NYHD
 OE0262  PID         -  OE0262
 OE0262  STATE/COUNTY-  NY/FULTON
 OE0262  USGS QUAD   -  GALWAY (1970)
 OE0262
 OE0262                         *CURRENT SURVEY CONTROL
 OE0262  ___________________________________________________________________
 OE0262* NAD 83(1986)-  43 03 45.     (N)    074 06 36.     (W)     SCALED    
 OE0262* NAVD 88     -       321.261  (meters)    1054.00   (feet)  ADJUSTED  
 OE0262  ___________________________________________________________________
 OE0262  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OE0262  DYNAMIC HT  -         321.175 (meters)    1053.72  (feet)  COMP
 OE0262  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 OE0262
 OE0262  VERT ORDER  -  SECOND    CLASS 0
 OE0262
 OE0262.The horizontal coordinates were scaled from a topographic map and have
 OE0262.an estimated accuracy of +/- 6 seconds.
 OE0262
 OE0262.The orthometric height was determined by differential leveling
 OE0262.and adjusted by the National Geodetic Survey in June 1991..
 OE0262
 OE0262.The geoid height was determined by GEOID03.
 OE0262
 OE0262.The dynamic height is computed by dividing the NAVD 88
 OE0262.geopotential number by the normal gravity value computed on the
 OE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0262.degrees latitude (g = 980.6199 gals.).
 OE0262
 OE0262.The modeled gravity was interpolated from observed gravity values.
 OE0262
 OE0262;                    North         East    Units  Estimated Accuracy
 OE0262;SPC NY E     -   469,690.      181,770.      MT  (+/- 180 meters Scaled)
 OE0262
 OE0262                          SUPERSEDED SURVEY CONTROL
 OE0262
 OE0262  NGVD 29 (??/??/92)  321.401  (m)         1054.46   (f) ADJ UNCH    2 0
 OE0262
 OE0262.Superseded values are not recommended for survey control.
 OE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0262.See file dsdata.txt to determine how the superseded data were derived.
 OE0262
 OE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN724681(NAD 83)
 OE0262_MARKER: DB = BENCH MARK DISK
 OE0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0262_SP_SET: STONE
 OE0262_STAMPING: 12
 OE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0262+STABILITY: SURFACE MOTION
 OE0262
 OE0262  HISTORY     - Date     Condition        Report By
 OE0262  HISTORY     - UNK      MONUMENTED       NYHD
 OE0262  HISTORY     - 1942     GOOD             NGS
 OE0262  HISTORY     - 1977     MARK NOT FOUND   NYDT
 OE0262  HISTORY     - 20050602 MARK NOT FOUND   USPSQD
 OE0262
 OE0262                          STATION DESCRIPTION
 OE0262
 OE0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0262'4.6 MI E FROM BROADALBIN.
 OE0262'4.6 MILES EAST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0262'BROADALBIN, AT THE SARATOGA AND FULTON COUNTIES LINE, 27.5 FEET NORTH
 OE0262'OF THE CENTER-LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE COUNTY
 OE0262'LINE SIGN POST, 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 0.5 FOOT
 OE0262'WEST OF REFERENCE POST.  A NEW YORK COUNTY LINE BRONZE MARKER SET IN
 OE0262'TOP OF STONE POST.
 OE0262
 OE0262                          STATION RECOVERY (1977)
 OE0262
 OE0262'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0262'MARK NOT FOUND.
 OE0262
 OE0262                          STATION RECOVERY (2005)
 OE0262
 OE0262'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1424 ***********************************************************************
 PH1424  DESIGNATION -  120
 PH1424  PID         -  PH1424
 PH1424  STATE/COUNTY-  NY/ST LAWRENCE
 PH1424  USGS QUAD   -  MORRISTOWN (1982)
 PH1424
 PH1424                         *CURRENT SURVEY CONTROL
 PH1424  ___________________________________________________________________
 PH1424* NAD 83(1986)-  44 32 26.     (N)    075 41 10.     (W)     SCALED    
 PH1424* NAVD 88     -        98.18   (+/-2cm)     322.1    (feet)  VERTCON   
 PH1424  ___________________________________________________________________
 PH1424  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 PH1424
 PH1424  VERT ORDER  -  ? (See Below)
 PH1424
 PH1424.The horizontal coordinates were scaled from a topographic map and have
 PH1424.an estimated accuracy of +/- 6 seconds.
 PH1424
 PH1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1424.The vertical order pertains to the NGVD 29 superseded value.
 PH1424
 PH1424.The geoid height was determined by GEOID03.
 PH1424
 PH1424;                    North         East    Units  Estimated Accuracy
 PH1424;SPC NY E     -   634,510.       55,740.      MT  (+/- 180 meters Scaled)
 PH1424
 PH1424                          SUPERSEDED SURVEY CONTROL
 PH1424
 PH1424  NGVD 29 (??/??/92)   98.305  (m)          322.52   (f) ADJ UNCH    ?  
 PH1424
 PH1424.Superseded values are not recommended for survey control.
 PH1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1424.See file dsdata.txt to determine how the superseded data were derived.
 PH1424
 PH1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ454321(NAD 83)
 PH1424_MARKER: Q = CHISELED SQUARE
 PH1424_SETTING: 66 = SET IN ROCK OUTCROP
 PH1424_SP_SET: BEDROCK
 PH1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1424+STABILITY: POSITION/ELEVATION WELL
 PH1424
 PH1424  HISTORY     - Date     Condition        Report By
 PH1424  HISTORY     - UNK      MONUMENTED       USLS
 PH1424  HISTORY     - 1943     GOOD             NGS
 PH1424
 PH1424                          STATION DESCRIPTION
 PH1424
 PH1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1424'4 MI NE FROM OAK POINT.
 PH1424'ABOUT 4 MILES NORTHEAST OF OAK POINT, ST. LAWRENCE COUNTY, ON THE
 PH1424'NORTHEAST SIDE OF A ROAD LEADING NORTHWEST AND SOUTHEAST, AT THE TOP
 PH1424'OF A HILL, ABOUT 500 FEET SOUTHEAST OF A ROAD INTERSECTION, 4 FEET
 PH1424'SOUTHWEST OF A FENCE, 43 FEET SOUTH OF A 14-INCH DOUBLE BLACK CHERRY
 PH1424'TREE, AND IN BEDROCK.  A 2-1/2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1031 ***********************************************************************
 NA1031  DESIGNATION -  1201
 NA1031  PID         -  NA1031
 NA1031  STATE/COUNTY-  NY/MADISON
 NA1031  USGS QUAD   -  HUBBARDSVILLE (1943)
 NA1031
 NA1031                         *CURRENT SURVEY CONTROL
 NA1031  ___________________________________________________________________
 NA1031* NAD 83(1986)-  42 51 11.     (N)    075 24 31.     (W)     SCALED    
 NA1031* NAVD 88     -       365.954  (meters)    1200.63   (feet)  ADJUSTED  
 NA1031  ___________________________________________________________________
 NA1031  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NA1031  DYNAMIC HT  -         365.841 (meters)    1200.26  (feet)  COMP
 NA1031  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NA1031
 NA1031  VERT ORDER  -  SECOND    CLASS 0
 NA1031
 NA1031.The horizontal coordinates were scaled from a topographic map and have
 NA1031.an estimated accuracy of +/- 6 seconds.
 NA1031
 NA1031.The orthometric height was determined by differential leveling
 NA1031.and adjusted by the National Geodetic Survey in June 1991..
 NA1031
 NA1031.The geoid height was determined by GEOID03.
 NA1031
 NA1031.The dynamic height is computed by dividing the NAVD 88
 NA1031.geopotential number by the normal gravity value computed on the
 NA1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1031.degrees latitude (g = 980.6199 gals.).
 NA1031
 NA1031.The modeled gravity was interpolated from observed gravity values.
 NA1031
 NA1031;                    North         East    Units  Estimated Accuracy
 NA1031;SPC NY C     -   317,520.      346,010.      MT  (+/- 180 meters Scaled)
 NA1031
 NA1031                          SUPERSEDED SURVEY CONTROL
 NA1031
 NA1031  NGVD 29 (??/??/92)  366.07   (m)         1201.0    (f) COMPUTED    2 0
 NA1031
 NA1031.Superseded values are not recommended for survey control.
 NA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1031.See file dsdata.txt to determine how the superseded data were derived.
 NA1031
 NA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN666445(NAD 83)
 NA1031_MARKER: DB = BENCH MARK DISK
 NA1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1031_SP_SET: WALL
 NA1031_STAMPING: 1201 ALBANY 1903 ADJ
 NA1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1031
 NA1031  HISTORY     - Date     Condition        Report By
 NA1031  HISTORY     - 1903     MONUMENTED       USGS
 NA1031  HISTORY     - 1935     GOOD             NGS
 NA1031  HISTORY     - 1942     GOOD             NGS
 NA1031
 NA1031                          STATION DESCRIPTION
 NA1031
 NA1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA1031'AT NORTH BROOKFIELD.
 NA1031'U.S.G.S. 1201 IS LOCATED AT NORTH BROOKFIELD.  121 FEET SOUTH OF THE
 NA1031'SOUTHEAST CORNER OF THE D.L. AND W. RAILROAD STATION.  STANDARD
 NA1031'TABLET SET IN FOUNDATION WALL OF CEDAR VALLEY HOTEL VERTICALLY.  1
 NA1031'FOOT FROM NORTHWEST CORNER IN WEST FACE.
 NA1031
 NA1031                          STATION RECOVERY (1942)
 NA1031
 NA1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NA1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0381 ***********************************************************************
 NB0381  DESIGNATION -  1201
 NB0381  PID         -  NB0381
 NB0381  STATE/COUNTY-  NY/TOMPKINS
 NB0381  USGS QUAD   -  ITHACA WEST (1978)
 NB0381
 NB0381                         *CURRENT SURVEY CONTROL
 NB0381  ___________________________________________________________________
 NB0381* NAD 83(1986)-  42 26 22.     (N)    076 30 44.     (W)     SCALED    
 NB0381* NAVD 88     -       118.927  (meters)     390.18   (feet)  ADJUSTED  
 NB0381  ___________________________________________________________________
 NB0381  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NB0381  DYNAMIC HT  -         118.886 (meters)     390.05  (feet)  COMP
 NB0381  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 NB0381
 NB0381  VERT ORDER  -  FIRST     CLASS II
 NB0381
 NB0381.The horizontal coordinates were scaled from a topographic map and have
 NB0381.an estimated accuracy of +/- 6 seconds.
 NB0381
 NB0381.The orthometric height was determined by differential leveling
 NB0381.and adjusted by the National Geodetic Survey in June 1991..
 NB0381
 NB0381.The geoid height was determined by GEOID03.
 NB0381
 NB0381.The dynamic height is computed by dividing the NAVD 88
 NB0381.geopotential number by the normal gravity value computed on the
 NB0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0381.degrees latitude (g = 980.6199 gals.).
 NB0381
 NB0381.The modeled gravity was interpolated from observed gravity values.
 NB0381
 NB0381;                    North         East    Units  Estimated Accuracy
 NB0381;SPC NY C     -   270,910.      255,850.      MT  (+/- 180 meters Scaled)
 NB0381
 NB0381                          SUPERSEDED SURVEY CONTROL
 NB0381
 NB0381  NGVD 29 (??/??/92)  119.099  (m)          390.74   (f) ADJ UNCH    1 2
 NB0381
 NB0381.Superseded values are not recommended for survey control.
 NB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0381.See file dsdata.txt to determine how the superseded data were derived.
 NB0381
 NB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM756996(NAD 83)
 NB0381_MARKER: DD = SURVEY DISK
 NB0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0381_SP_SET: CONNECTING PLATE
 NB0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0381
 NB0381  HISTORY     - Date     Condition        Report By
 NB0381  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0381  HISTORY     - 1932     GOOD             NGS
 NB0381  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NB0381  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0381
 NB0381                          STATION DESCRIPTION
 NB0381
 NB0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0381'AT ITHACA.
 NB0381'AT ITHACA, TOMKINS COUNTY, AT THE STATE STREET BRIDGE OVER CAYUGA
 NB0381'INLET, AT THE SOUTHWEST CORNER OF THE WEST ABUTMENT OF THE BRIDGE,
 NB0381'ON THE TOP OF THE CONNECTING PLATE OF THE END-POST. THE TOP OF
 NB0381'THE HEAD OF THE MOST SOUTHEASTERLY RIVET OF THE CONNECTING PLATE.
 NB0381'IT IS NOT POSSIBLE TO PLUMB ANY TYPE OF ROD ON THIS MARK.
 NB0381
 NB0381                          STATION RECOVERY (1986)
 NB0381
 NB0381'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0381'MARK NOT FOUND.
 NB0381
 NB0381                          STATION RECOVERY (1988)
 NB0381
 NB0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0617 ***********************************************************************
 NB0617  DESIGNATION -  1205
 NB0617  PID         -  NB0617
 NB0617  STATE/COUNTY-  NY/CAYUGA
 NB0617  USGS QUAD   -  SCIPIO CENTER (1956)
 NB0617
 NB0617                         *CURRENT SURVEY CONTROL
 NB0617  ___________________________________________________________________
 NB0617* NAD 83(1986)-  42 47 01.     (N)    076 33 23.     (W)     SCALED    
 NB0617* NAVD 88     -       366.488  (meters)    1202.39   (feet)  ADJUSTED  
 NB0617  ___________________________________________________________________
 NB0617  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NB0617  DYNAMIC HT  -         366.376 (meters)    1202.02  (feet)  COMP
 NB0617  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 NB0617
 NB0617  VERT ORDER  -  SECOND    CLASS 0
 NB0617
 NB0617.The horizontal coordinates were scaled from a topographic map and have
 NB0617.an estimated accuracy of +/- 6 seconds.
 NB0617
 NB0617.The orthometric height was determined by differential leveling
 NB0617.and adjusted by the National Geodetic Survey in June 1991..
 NB0617
 NB0617.The geoid height was determined by GEOID03.
 NB0617
 NB0617.The dynamic height is computed by dividing the NAVD 88
 NB0617.geopotential number by the normal gravity value computed on the
 NB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0617.degrees latitude (g = 980.6199 gals.).
 NB0617
 NB0617.The modeled gravity was interpolated from observed gravity values.
 NB0617
 NB0617;                    North         East    Units  Estimated Accuracy
 NB0617;SPC NY C     -   309,130.      252,210.      MT  (+/- 180 meters Scaled)
 NB0617
 NB0617                          SUPERSEDED SURVEY CONTROL
 NB0617
 NB0617  NGVD 29 (??/??/92)  366.627  (m)         1202.84   (f) ADJ UNCH    2 0
 NB0617
 NB0617.Superseded values are not recommended for survey control.
 NB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0617.See file dsdata.txt to determine how the superseded data were derived.
 NB0617
 NB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN726379(NAD 83)
 NB0617_MARKER: B = BOLT
 NB0617_SETTING: 80 = SET IN A BOULDER
 NB0617_SP_SET: BOULDER
 NB0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0617+STABILITY: SURFACE MOTION
 NB0617
 NB0617  HISTORY     - Date     Condition        Report By
 NB0617  HISTORY     - UNK      MONUMENTED       USGS
 NB0617  HISTORY     - 1942     GOOD             NGS
 NB0617  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0617
 NB0617                          STATION DESCRIPTION
 NB0617
 NB0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0617'0.1 MI E FROM SCIPIO.
 NB0617'BENCH MARK IS THE TOP OF COPPER BOLT SET VERTICALLY IN A LARGE
 NB0617'BOULDER, ABOUT 0.1 MILE EAST OF THE POST OFFICE AT SCIPIO. IT IS
 NB0617'ABOUT 90.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 NB0617'OF THE ROAD AND 26.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NB0617'SCHOOL HOUSE.
 NB0617
 NB0617                          STATION RECOVERY (1985)
 NB0617
 NB0617'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0604 ***********************************************************************
 OE0604  DESIGNATION -  1209
 OE0604  PID         -  OE0604
 OE0604  STATE/COUNTY-  NY/ONEIDA
 OE0604  USGS QUAD   -  FORESTPORT (1945)
 OE0604
 OE0604                         *CURRENT SURVEY CONTROL
 OE0604  ___________________________________________________________________
 OE0604* NAD 83(1986)-  43 23 06.     (N)    075 11 40.     (W)     SCALED    
 OE0604* NAVD 88     -       368.207  (meters)    1208.03   (feet)  ADJUSTED  
 OE0604  ___________________________________________________________________
 OE0604  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 OE0604  DYNAMIC HT  -         368.111 (meters)    1207.71  (feet)  COMP
 OE0604  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 OE0604
 OE0604  VERT ORDER  -  FIRST     CLASS II
 OE0604
 OE0604.The horizontal coordinates were scaled from a topographic map and have
 OE0604.an estimated accuracy of +/- 6 seconds.
 OE0604
 OE0604.The orthometric height was determined by differential leveling
 OE0604.and adjusted by the National Geodetic Survey in June 1991..
 OE0604
 OE0604.The geoid height was determined by GEOID03.
 OE0604
 OE0604.The dynamic height is computed by dividing the NAVD 88
 OE0604.geopotential number by the normal gravity value computed on the
 OE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0604.degrees latitude (g = 980.6199 gals.).
 OE0604
 OE0604.The modeled gravity was interpolated from observed gravity values.
 OE0604
 OE0604;                    North         East    Units  Estimated Accuracy
 OE0604;SPC NY C     -   376,880.      362,540.      MT  (+/- 180 meters Scaled)
 OE0604
 OE0604                          SUPERSEDED SURVEY CONTROL
 OE0604
 OE0604  NGVD 29 (??/??/92)  368.298  (m)         1208.32   (f) ADJ UNCH    1 2
 OE0604
 OE0604.Superseded values are not recommended for survey control.
 OE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0604.See file dsdata.txt to determine how the superseded data were derived.
 OE0604
 OE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP842035(NAD 83)
 OE0604_MARKER: B = BOLT
 OE0604_SETTING: 80 = SET IN A BOULDER
 OE0604_SP_SET: BOULDER
 OE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0604+STABILITY: SURFACE MOTION
 OE0604
 OE0604  HISTORY     - Date     Condition        Report By
 OE0604  HISTORY     - UNK      MONUMENTED       USGS
 OE0604  HISTORY     - 1931     GOOD             NGS
 OE0604
 OE0604                          STATION DESCRIPTION
 OE0604
 OE0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0604'4.4 MI N FROM REMSEN.
 OE0604'1/4 MILE NORTH OF HONNEDAGA, 40 FEET WEST OF TRACK. OPPOSITE CATTLE
 OE0604'GUARD AT TELEGRAPH POLE 32-04. ON TOP OF BOULDER 15 FEET WIDE AND 6
 OE0604'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0204 ***********************************************************************
 NB0204  DESIGNATION -  1212
 NB0204  PID         -  NB0204
 NB0204  STATE/COUNTY-  NY/CORTLAND
 NB0204  USGS QUAD   -  HOMER (1978)
 NB0204
 NB0204                         *CURRENT SURVEY CONTROL
 NB0204  ___________________________________________________________________
 NB0204* NAD 83(1986)-  42 44 06.     (N)    076 08 46.     (W)     SCALED    
 NB0204* NAVD 88     -       369.392  (meters)    1211.91   (feet)  ADJUSTED  
 NB0204  ___________________________________________________________________
 NB0204  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 NB0204  DYNAMIC HT  -         369.273 (meters)    1211.52  (feet)  COMP
 NB0204  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 NB0204
 NB0204  VERT ORDER  -  SECOND    CLASS 0
 NB0204
 NB0204.The horizontal coordinates were scaled from a topographic map and have
 NB0204.an estimated accuracy of +/- 6 seconds.
 NB0204
 NB0204.The orthometric height was determined by differential leveling
 NB0204.and adjusted by the National Geodetic Survey in June 1991..
 NB0204
 NB0204.The geoid height was determined by GEOID03.
 NB0204
 NB0204.The dynamic height is computed by dividing the NAVD 88
 NB0204.geopotential number by the normal gravity value computed on the
 NB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0204.degrees latitude (g = 980.6199 gals.).
 NB0204
 NB0204.The modeled gravity was interpolated from observed gravity values.
 NB0204
 NB0204;                    North         East    Units  Estimated Accuracy
 NB0204;SPC NY C     -   303,830.      285,800.      MT  (+/- 180 meters Scaled)
 NB0204
 NB0204                          SUPERSEDED SURVEY CONTROL
 NB0204
 NB0204  NGVD 29 (??/??/92)  369.523  (m)         1212.34   (f) ADJ UNCH    2 0
 NB0204
 NB0204.Superseded values are not recommended for survey control.
 NB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0204.See file dsdata.txt to determine how the superseded data were derived.
 NB0204
 NB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN061320(NAD 83)
 NB0204_MARKER: DD = SURVEY DISK
 NB0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0204_SP_SET: BUILDING
 NB0204_STAMPING: 1212 ALBANY 1900
 NB0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0204
 NB0204  HISTORY     - Date     Condition        Report By
 NB0204  HISTORY     - 1900     MONUMENTED       USGS
 NB0204  HISTORY     - 1936     GOOD             NGS
 NB0204  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 NB0204
 NB0204                          STATION DESCRIPTION
 NB0204
 NB0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NB0204'AT PREBLE.
 NB0204'AT PREBLE, CORTLAND COUNTY, AT THE PRESBYTERIAN CHURCH, IN THE
 NB0204'EAST FOUNDATION WALL, 1 FOOT NORTH OF THE SOUTHEAST CORNER, AND 8
 NB0204'INCHES ABOVE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NB0204'DISK, STAMPED 1212 ALBANY 1900 AND SET VERTICALLY.
 NB0204
 NB0204                          STATION RECOVERY (1991)
 NB0204
 NB0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1263 ***********************************************************************
 NA1263  DESIGNATION -  1215
 NA1263  PID         -  NA1263
 NA1263  STATE/COUNTY-  NY/DELAWARE
 NA1263  USGS QUAD   -  WALTON WEST (1965)
 NA1263
 NA1263                         *CURRENT SURVEY CONTROL
 NA1263  ___________________________________________________________________
 NA1263* NAD 83(1986)-  42 10 09.     (N)    075 07 39.     (W)     SCALED    
 NA1263* NAVD 88     -       370.578  (meters)    1215.80   (feet)  ADJUSTED  
 NA1263  ___________________________________________________________________
 NA1263  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 NA1263  DYNAMIC HT  -         370.448 (meters)    1215.38  (feet)  COMP
 NA1263  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NA1263
 NA1263  VERT ORDER  -  FIRST     CLASS II
 NA1263
 NA1263.The horizontal coordinates were scaled from a topographic map and have
 NA1263.an estimated accuracy of +/- 6 seconds.
 NA1263
 NA1263.The orthometric height was determined by differential leveling
 NA1263.and adjusted by the National Geodetic Survey in June 1991..
 NA1263
 NA1263.The geoid height was determined by GEOID03.
 NA1263
 NA1263.The dynamic height is computed by dividing the NAVD 88
 NA1263.geopotential number by the normal gravity value computed on the
 NA1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1263.degrees latitude (g = 980.6199 gals.).
 NA1263
 NA1263.The modeled gravity was interpolated from observed gravity values.
 NA1263
 NA1263;                    North         East    Units  Estimated Accuracy
 NA1263;SPC NY E     -   370,580.       98,150.      MT  (+/- 180 meters Scaled)
 NA1263
 NA1263                          SUPERSEDED SURVEY CONTROL
 NA1263
 NA1263  NGVD 29 (??/??/92)  370.71   (m)         1216.2    (f) COMPUTED    1 2
 NA1263
 NA1263.Superseded values are not recommended for survey control.
 NA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1263.See file dsdata.txt to determine how the superseded data were derived.
 NA1263
 NA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM894685(NAD 83)
 NA1263_MARKER: DD = SURVEY DISK
 NA1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1263_SP_SET: BUILDING
 NA1263_STAMPING: 1215 ALBANY P.T.R. 5 1901
 NA1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1263
 NA1263  HISTORY     - Date     Condition        Report By
 NA1263  HISTORY     - 1901     MONUMENTED       USGS
 NA1263  HISTORY     - 1942     GOOD             NGS
 NA1263
 NA1263                          STATION DESCRIPTION
 NA1263
 NA1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1263'AT WALTON.
 NA1263'AT WALTON, SET IN THE SOUTHEAST FACE AT THE EAST CORNER OF THE ODGEN
 NA1263'FREE LIBRARY LOCATED AT THE INTERSECTION OF NORTH AND GARDINER
 NA1263'STREETS, 66.5 FEET NORTHWEST OF THE NORTHWEST CURB OF NORTH STREET,
 NA1263'32.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF GARDINER STREET, 20.8
 NA1263'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SOUTHEAST ENTRANCE TO
 NA1263'BUILDING, 2.7 FEET ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY BRONZE
 NA1263'DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0213 ***********************************************************************
 NA0213  DESIGNATION -  1215
 NA0213  PID         -  NA0213
 NA0213  STATE/COUNTY-  NY/SCHOHARIE
 NA0213  USGS QUAD   -  MIDDLEBURGH (1994)
 NA0213
 NA0213                         *CURRENT SURVEY CONTROL
 NA0213  ___________________________________________________________________
 NA0213* NAD 83(1986)-  42 31 15.     (N)    074 18 17.     (W)     SCALED    
 NA0213* NAVD 88     -       370.279  (meters)    1214.82   (feet)  ADJUSTED  
 NA0213  ___________________________________________________________________
 NA0213  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 NA0213  DYNAMIC HT  -         370.155 (meters)    1214.42  (feet)  COMP
 NA0213  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 NA0213
 NA0213  VERT ORDER  -  SECOND    CLASS 0
 NA0213
 NA0213.The horizontal coordinates were scaled from a topographic map and have
 NA0213.an estimated accuracy of +/- 6 seconds.
 NA0213
 NA0213.The orthometric height was determined by differential leveling
 NA0213.and adjusted by the National Geodetic Survey in June 1991..
 NA0213
 NA0213.The geoid height was determined by GEOID03.
 NA0213
 NA0213.The dynamic height is computed by dividing the NAVD 88
 NA0213.geopotential number by the normal gravity value computed on the
 NA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0213.degrees latitude (g = 980.6199 gals.).
 NA0213
 NA0213.The modeled gravity was interpolated from observed gravity values.
 NA0213
 NA0213;                    North         East    Units  Estimated Accuracy
 NA0213;SPC NY E     -   409,470.      166,050.      MT  (+/- 180 meters Scaled)
 NA0213
 NA0213                          SUPERSEDED SURVEY CONTROL
 NA0213
 NA0213  NGVD 29 (??/??/92)  370.432  (m)         1215.33   (f) ADJ UNCH    2 0
 NA0213
 NA0213.Superseded values are not recommended for survey control.
 NA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0213.See file dsdata.txt to determine how the superseded data were derived.
 NA0213
 NA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN571078(NAD 83)
 NA0213_MARKER: DD = SURVEY DISK
 NA0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0213_SP_SET: STONE
 NA0213_STAMPING: NEW YORK 1215
 NA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0213+STABILITY: SURFACE MOTION
 NA0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0213+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 NA0213
 NA0213  HISTORY     - Date     Condition        Report By
 NA0213  HISTORY     - UNK      MONUMENTED       USGS
 NA0213  HISTORY     - 1942     GOOD             NGS
 NA0213  HISTORY     - 20020926 GOOD             NYSS
 NA0213
 NA0213                          STATION DESCRIPTION
 NA0213
 NA0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0213'AT FRANKLINTON.
 NA0213'ABOUT 3.6 MILES NORTH ALONG HIGHWAY NO. 145 FROM THE METHODIST CHURCH
 NA0213'AT LIVINGSTONVILLE, AT FRANKLINTON, ABOUT 180 FEET WEST OF THE CENTER
 NA0213'LINE OF THE HIGHWAY ALONG A SIDE STREET, 29 FEET NORTH OF THE CENTER
 NA0213'LINE OF THE SIDE STREET, A U. S. GEOLOGICAL SURVEY DISK SET
 NA0213'VERTICALLY AT THE SOUTHWEST CORNER OF THE STONE FOUNDATION OF THE G.
 NA0213'W. LARAWAY HOME, FORMERLY DISTRICT NO. 7 SCHOOL.
 NA0213
 NA0213                          STATION RECOVERY (2002)
 NA0213
 NA0213'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 NA0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0979 ***********************************************************************
 NA0979  DESIGNATION -  1215 A USGS
 NA0979  PID         -  NA0979
 NA0979  STATE/COUNTY-  NY/ONEIDA
 NA0979  USGS QUAD   -  CASSVILLE (1943)
 NA0979
 NA0979                         *CURRENT SURVEY CONTROL
 NA0979  ___________________________________________________________________
 NA0979* NAD 83(1986)-  42 52 53.     (N)    075 15 02.     (W)     SCALED    
 NA0979* NAVD 88     -       370.268  (meters)    1214.79   (feet)  ADJUSTED  
 NA0979  ___________________________________________________________________
 NA0979  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NA0979  DYNAMIC HT  -         370.152 (meters)    1214.41  (feet)  COMP
 NA0979  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 NA0979
 NA0979  VERT ORDER  -  FIRST     CLASS II
 NA0979
 NA0979.The horizontal coordinates were scaled from a topographic map and have
 NA0979.an estimated accuracy of +/- 6 seconds.
 NA0979
 NA0979.The orthometric height was determined by differential leveling
 NA0979.and adjusted by the National Geodetic Survey in June 1991..
 NA0979
 NA0979.The geoid height was determined by GEOID03.
 NA0979
 NA0979.The dynamic height is computed by dividing the NAVD 88
 NA0979.geopotential number by the normal gravity value computed on the
 NA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0979.degrees latitude (g = 980.6199 gals.).
 NA0979
 NA0979.The modeled gravity was interpolated from observed gravity values.
 NA0979
 NA0979;                    North         East    Units  Estimated Accuracy
 NA0979;SPC NY C     -   320,860.      358,880.      MT  (+/- 180 meters Scaled)
 NA0979
 NA0979                          SUPERSEDED SURVEY CONTROL
 NA0979
 NA0979  NGVD 29 (??/??/92)  370.391  (m)         1215.19   (f) ADJ UNCH    1 2
 NA0979
 NA0979.Superseded values are not recommended for survey control.
 NA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0979.See file dsdata.txt to determine how the superseded data were derived.
 NA0979
 NA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN795476(NAD 83)
 NA0979_MARKER: DD = SURVEY DISK
 NA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0979_SP_SET: STONE
 NA0979_STAMPING: 1215 ALBANY 1903
 NA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0979+STABILITY: SURFACE MOTION
 NA0979
 NA0979  HISTORY     - Date     Condition        Report By
 NA0979  HISTORY     - 1903     MONUMENTED       USGS
 NA0979  HISTORY     - 1941     GOOD             NGS
 NA0979  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0979
 NA0979                          STATION DESCRIPTION
 NA0979
 NA0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA0979'AT BRIDGEWATER.
 NA0979'THIS MARK IS IN BRIDGEWATER, ONEIDA COUNTY, SET IN THE NORTHEAST
 NA0979'CORNER OF THE STONE FOUNDATION OF THE CONGREGATIONAL CHURCH, 2.6 FEET
 NA0979'ABOVE THE GROUND IN THE FOURTH COARSE OF STONE, AND IS A STANDARD
 NA0979'U.S. GEOLOGICAL SURVEY TABLET SET VERTICALLY.
 NA0979
 NA0979                          STATION RECOVERY (1982)
 NA0979
 NA0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0979'NOT RECOVERED, A NEW ADDITION HAS BEEN ADDED TO THE CHURCH AND THE
 NA0979'MARK IS COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0337 ***********************************************************************
 OF0337  DESIGNATION -  122
 OF0337  PID         -  OF0337
 OF0337  STATE/COUNTY-  NY/OSWEGO
 OF0337  USGS QUAD   -  CENTRAL SQUARE (1978)
 OF0337
 OF0337                         *CURRENT SURVEY CONTROL
 OF0337  ___________________________________________________________________
 OF0337* NAD 83(1986)-  43 16 49.     (N)    076 13 16.     (W)     SCALED    
 OF0337* NAVD 88     -       115.814  (meters)     379.97   (feet)  ADJUSTED  
 OF0337  ___________________________________________________________________
 OF0337  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 OF0337  DYNAMIC HT  -         115.788 (meters)     379.88  (feet)  COMP
 OF0337  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 OF0337
 OF0337  VERT ORDER  -  SECOND    CLASS 0
 OF0337
 OF0337.The horizontal coordinates were scaled from a topographic map and have
 OF0337.an estimated accuracy of +/- 6 seconds.
 OF0337
 OF0337.The orthometric height was determined by differential leveling
 OF0337.and adjusted by the National Geodetic Survey in June 1991..
 OF0337
 OF0337.The geoid height was determined by GEOID03.
 OF0337
 OF0337.The dynamic height is computed by dividing the NAVD 88
 OF0337.geopotential number by the normal gravity value computed on the
 OF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0337.degrees latitude (g = 980.6199 gals.).
 OF0337
 OF0337.The modeled gravity was interpolated from observed gravity values.
 OF0337
 OF0337;                    North         East    Units  Estimated Accuracy
 OF0337;SPC NY C     -   364,370.      279,400.      MT  (+/- 180 meters Scaled)
 OF0337
 OF0337                          SUPERSEDED SURVEY CONTROL
 OF0337
 OF0337  NGVD 29 (??/??/92)  116.01   (m)          380.6    (f) COMPUTED    2 0
 OF0337
 OF0337.Superseded values are not recommended for survey control.
 OF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0337.See file dsdata.txt to determine how the superseded data were derived.
 OF0337
 OF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN009926(NAD 83)
 OF0337_MARKER: Q = CHISELED SQUARE
 OF0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0337_SP_SET: BRIDGE
 OF0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0337
 OF0337  HISTORY     - Date     Condition        Report By
 OF0337  HISTORY     - UNK      MONUMENTED       USGS
 OF0337  HISTORY     - 1934     GOOD             USGS
 OF0337  HISTORY     - 1969     MARK NOT FOUND   KONSKI
 OF0337
 OF0337                          STATION DESCRIPTION
 OF0337
 OF0337'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 OF0337'AT CAUGHDENOY.
 OF0337'0.25 MILE WEST ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD
 OF0337'FROM THE STATION, NOW ABANDONED, AT CAUGHDENOY, OSWEGO COUNTY, AT
 OF0337'RAILROAD BRIDGE 420 (FIRST RAILROAD BRIDGE WEST OF THE STATION),
 OF0337'ON THE COPING ON THE NORTH SIDE OF THE EAST ABUTMENT, 0.8 FOOT EAST
 OF0337'OF THE WEST FACE, 1 FOOT WEST OF THE STEP, AND 4.8 FEET NORTH OF
 OF0337'THE NORTH RAIL. A SQUARE CUT, MARKED U.S.B.M.
 OF0337'NOTE--THIS BENCH MARK WAS NOT INCLUDED IN THE LEVELING OF 1941.
 OF0337'NOTE--BRIDGE IS GONE AND ROAD IS FILLED IN.
 OF0337
 OF0337                          STATION RECOVERY (1969)
 OF0337
 OF0337'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0447 ***********************************************************************
 KV0447  DESIGNATION -  122 NYBE+A
 KV0447  PID         -  KV0447
 KV0447  STATE/COUNTY-  NY/RICHMOND
 KV0447  USGS QUAD   -  ELIZABETH (1995)
 KV0447
 KV0447                         *CURRENT SURVEY CONTROL
 KV0447  ___________________________________________________________________
 KV0447* NAD 83(1986)-  40 38 12.     (N)    074 09 30.     (W)     SCALED    
 KV0447* NAVD 88     -         2.885  (meters)       9.47   (feet)  ADJUSTED  
 KV0447  ___________________________________________________________________
 KV0447  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV0447  DYNAMIC HT  -           2.884 (meters)       9.46  (feet)  COMP
 KV0447  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 KV0447
 KV0447  VERT ORDER  -  FIRST     CLASS II
 KV0447
 KV0447.The horizontal coordinates were scaled from a topographic map and have
 KV0447.an estimated accuracy of +/- 6 seconds.
 KV0447
 KV0447.The orthometric height was determined by differential leveling
 KV0447.and adjusted by the National Geodetic Survey in June 1991..
 KV0447
 KV0447.The geoid height was determined by GEOID03.
 KV0447
 KV0447.The dynamic height is computed by dividing the NAVD 88
 KV0447.geopotential number by the normal gravity value computed on the
 KV0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0447.degrees latitude (g = 980.6199 gals.).
 KV0447
 KV0447.The modeled gravity was interpolated from observed gravity values.
 KV0447
 KV0447;                    North         East    Units  Estimated Accuracy
 KV0447;SPC NY L     -    52,200.      286,610.      MT  (+/- 180 meters Scaled)
 KV0447
 KV0447                          SUPERSEDED SURVEY CONTROL
 KV0447
 KV0447  NGVD 29 (04/16/92)    3.219  (m)           10.56   (f) ADJUSTED    1 2
 KV0447
 KV0447.Superseded values are not recommended for survey control.
 KV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0447.See file dsdata.txt to determine how the superseded data were derived.
 KV0447
 KV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK711987(NAD 83)
 KV0447_MARKER: Q = CHISELED SQUARE
 KV0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0447_SP_SET: DOOR SILL
 KV0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0447
 KV0447  HISTORY     - Date     Condition        Report By
 KV0447  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0447  HISTORY     - 1952     GOOD             CGS
 KV0447  HISTORY     - 1985     GOOD             USPSQD
 KV0447
 KV0447                          STATION DESCRIPTION
 KV0447
 KV0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0447'AT STATEN ISLAND.
 KV0447'ON STATEN ISLAND, AT MARINERS HARBOR, AT THE JUNCTION OF RICHMOND
 KV0447'TERRACE AND UNION AVENUE, AN OUTLINE SQUARE IN THE TOP OF THE
 KV0447'SOUTH EDGE OF STONE DOOR SILL OF NORTH ENTRANCE TO RICHMOND
 KV0447'COUNTY NATIONAL BANK BUILDING, 1/2 FOOT WEST OF EAST END OF DOOR
 KV0447'DILL AND ABOUT 2 FEET ABOVE LEVEL OF STREET.
 KV0447
 KV0447                          STATION RECOVERY (1985)
 KV0447
 KV0447'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0447'ADDRESS 2940 RICHMOND TERRACE. BUILDING IS NO LONGER A BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1270 ***********************************************************************
 NA1270  DESIGNATION -  1220
 NA1270  PID         -  NA1270
 NA1270  STATE/COUNTY-  NY/DELAWARE
 NA1270  USGS QUAD   -  READBURN (1965)
 NA1270
 NA1270                         *CURRENT SURVEY CONTROL
 NA1270  ___________________________________________________________________
 NA1270* NAD 83(1986)-  42 05 55.     (N)    075 11 42.     (W)     SCALED    
 NA1270* NAVD 88     -       371.648  (meters)    1219.32   (feet)  ADJUSTED  
 NA1270  ___________________________________________________________________
 NA1270  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 NA1270  DYNAMIC HT  -         371.516 (meters)    1218.88  (feet)  COMP
 NA1270  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 NA1270
 NA1270  VERT ORDER  -  FIRST     CLASS II
 NA1270
 NA1270.The horizontal coordinates were scaled from a topographic map and have
 NA1270.an estimated accuracy of +/- 6 seconds.
 NA1270
 NA1270.The orthometric height was determined by differential leveling
 NA1270.and adjusted by the National Geodetic Survey in June 1991..
 NA1270
 NA1270.The geoid height was determined by GEOID03.
 NA1270
 NA1270.The dynamic height is computed by dividing the NAVD 88
 NA1270.geopotential number by the normal gravity value computed on the
 NA1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1270.degrees latitude (g = 980.6199 gals.).
 NA1270
 NA1270.The modeled gravity was interpolated from observed gravity values.
 NA1270
 NA1270;                    North         East    Units  Estimated Accuracy
 NA1270;SPC NY E     -   362,790.       92,510.      MT  (+/- 180 meters Scaled)
 NA1270
 NA1270                          SUPERSEDED SURVEY CONTROL
 NA1270
 NA1270  NGVD 29 (??/??/92)  371.782  (m)         1219.75   (f) ADJ UNCH    1 2
 NA1270
 NA1270.Superseded values are not recommended for survey control.
 NA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1270.See file dsdata.txt to determine how the superseded data were derived.
 NA1270
 NA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM838607(NAD 83)
 NA1270_MARKER: DD = SURVEY DISK
 NA1270_SETTING: 66 = SET IN ROCK OUTCROP
 NA1270_SP_SET: ROCK OUTCROP
 NA1270_STAMPING: 1220
 NA1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1270+STABILITY: POSITION/ELEVATION WELL
 NA1270
 NA1270  HISTORY     - Date     Condition        Report By
 NA1270  HISTORY     - UNK      MONUMENTED       USGS
 NA1270  HISTORY     - 1941     GOOD             NGS
 NA1270
 NA1270                          STATION DESCRIPTION
 NA1270
 NA1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1270'0.4 MI N FROM ROCK RIFT.
 NA1270'THIS MARK IS ALONG THE NEW YORK ONTARIO AND WESTERN RAILROAD, 0.4
 NA1270'MILE NORTH OF THE STATION AT ROCK RIFT, DELAWARE COUNTY, SET
 NA1270'VERTICALLY IN AN OUTCROPPING OF STONE, 14 FEET SOUTH OF THE SOUTH
 NA1270'RAIL OF THE TRACK AND ABOUT 4 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0894 ***********************************************************************
 LY0894  DESIGNATION -  1220
 LY0894  PID         -  LY0894
 LY0894  STATE/COUNTY-  NY/SULLIVAN
 LY0894  USGS QUAD   -  ROSCOE (1982)
 LY0894
 LY0894                         *CURRENT SURVEY CONTROL
 LY0894  ___________________________________________________________________
 LY0894* NAD 83(1986)-  41 56 40.     (N)    074 57 29.     (W)     SCALED    
 LY0894* NAVD 88     -       371.747  (meters)    1219.64   (feet)  POSTED    
 LY0894  ___________________________________________________________________
 LY0894  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LY0894  DYNAMIC HT  -         371.610 (meters)    1219.19  (feet)  COMP
 LY0894  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 LY0894
 LY0894  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LY0894
 LY0894.The horizontal coordinates were scaled from a topographic map and have
 LY0894.an estimated accuracy of +/- 6 seconds.
 LY0894
 LY0894.The orthometric height was determined by differential leveling
 LY0894.and adjusted by the National Geodetic Survey in 1992..
 LY0894.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LY0894.rate of 2.1 thru 3.0 mm/km.
 LY0894
 LY0894.The geoid height was determined by GEOID03.
 LY0894
 LY0894.The dynamic height is computed by dividing the NAVD 88
 LY0894.geopotential number by the normal gravity value computed on the
 LY0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0894.degrees latitude (g = 980.6199 gals.).
 LY0894
 LY0894.The modeled gravity was interpolated from observed gravity values.
 LY0894
 LY0894;                    North         East    Units  Estimated Accuracy
 LY0894;SPC NY E     -   345,530.      112,020.      MT  (+/- 180 meters Scaled)
 LY0894
 LY0894                          SUPERSEDED SURVEY CONTROL
 LY0894
 LY0894  NGVD 29 (??/??/92)  371.905  (m)         1220.16   (f) ADJ UNCH    2 0
 LY0894
 LY0894.Superseded values are not recommended for survey control.
 LY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0894.See file dsdata.txt to determine how the superseded data were derived.
 LY0894
 LY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM034436(NAD 83)
 LY0894_MARKER: DD = SURVEY DISK
 LY0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0894_SP_SET: PIER
 LY0894_STAMPING: 1220 NY
 LY0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0894
 LY0894  HISTORY     - Date     Condition        Report By
 LY0894  HISTORY     - UNK      MONUMENTED       USGS
 LY0894  HISTORY     - 1935     GOOD             NGS
 LY0894  HISTORY     - 1971     GOOD             NGS
 LY0894
 LY0894                          STATION DESCRIPTION
 LY0894
 LY0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0894'1.7 MI S FROM COOKS FALLS.
 LY0894'IN SULLIVAN COUNTY, ABOUT 1.7 MILES SOUTH ALONG THE NEW YORK,
 LY0894'ONTARIO AND WESTERN RAILWAY FROM THE STATION AT COOKS FALLS,
 LY0894'DELAWARE COUNTY, AT BRIDGE 153, IN THE TOP OF THE EAST END OF THE
 LY0894'CENTER PIER, 13 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND
 LY0894'TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A UNITED STATES
 LY0894'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1220 NY.
 LY0894
 LY0894                          STATION RECOVERY (1971)
 LY0894
 LY0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LY0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0875 ***********************************************************************
 LY0875  DESIGNATION -  1221
 LY0875  PID         -  LY0875
 LY0875  STATE/COUNTY-  NY/SULLIVAN
 LY0875  USGS QUAD   -  MONTICELLO (1982)
 LY0875
 LY0875                         *CURRENT SURVEY CONTROL
 LY0875  ___________________________________________________________________
 LY0875* NAD 83(1986)-  41 42 26.     (N)    074 37 43.     (W)     SCALED    
 LY0875* NAVD 88     -       372.967  (meters)    1223.64   (feet)  POSTED    
 LY0875  ___________________________________________________________________
 LY0875  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LY0875  DYNAMIC HT  -         372.810 (meters)    1223.13  (feet)  COMP
 LY0875  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 LY0875
 LY0875  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LY0875
 LY0875.The horizontal coordinates were scaled from a topographic map and have
 LY0875.an estimated accuracy of +/- 6 seconds.
 LY0875
 LY0875.The orthometric height was determined by differential leveling
 LY0875.and adjusted by the National Geodetic Survey in 1992..
 LY0875.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LY0875.rate of 1.1 thru 2.0 mm/km.
 LY0875
 LY0875.The geoid height was determined by GEOID03.
 LY0875
 LY0875.The dynamic height is computed by dividing the NAVD 88
 LY0875.geopotential number by the normal gravity value computed on the
 LY0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0875.degrees latitude (g = 980.6199 gals.).
 LY0875
 LY0875.The modeled gravity was interpolated from observed gravity values.
 LY0875
 LY0875;                    North         East    Units  Estimated Accuracy
 LY0875;SPC NY E     -   319,090.      139,300.      MT  (+/- 180 meters Scaled)
 LY0875
 LY0875                          SUPERSEDED SURVEY CONTROL
 LY0875
 LY0875  NGVD 29 (??/??/92)  373.152  (m)         1224.25   (f) ADJ UNCH    2 0
 LY0875
 LY0875.Superseded values are not recommended for survey control.
 LY0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0875.See file dsdata.txt to determine how the superseded data were derived.
 LY0875
 LY0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM308173(NAD 83)
 LY0875_MARKER: DD = SURVEY DISK
 LY0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0875_SP_SET: RETAINING WALL
 LY0875_STAMPING: 1221 ADJ 1903
 LY0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0875
 LY0875  HISTORY     - Date     Condition        Report By
 LY0875  HISTORY     - 1903     MONUMENTED       USGS
 LY0875  HISTORY     - 1935     GOOD             NGS
 LY0875
 LY0875                          STATION DESCRIPTION
 LY0875
 LY0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0875'AT FALLSBURGH.
 LY0875'AT FALLSBURGH, SULLIVAN COUNTY, OPPOSITE THE NEW YORK, ONTARIO
 LY0875'AND WESTERN RAILWAY STATION, IN THE SOUTH END OF A RETAINING
 LY0875'WALL, 10 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND TRACK,
 LY0875'AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A UNITED
 LY0875'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1221 ADJ. 1903
 LY0875'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0975 ***********************************************************************
 NA0975  DESIGNATION -  1221 USGS
 NA0975  PID         -  NA0975
 NA0975  STATE/COUNTY-  NY/ONEIDA
 NA0975  USGS QUAD   -  WEST WINFIELD (1981)
 NA0975
 NA0975                         *CURRENT SURVEY CONTROL
 NA0975  ___________________________________________________________________
 NA0975* NAD 83(1986)-  42 56 27.     (N)    075 14 49.     (W)     SCALED    
 NA0975* NAVD 88     -       372.277  (meters)    1221.38   (feet)  ADJUSTED  
 NA0975  ___________________________________________________________________
 NA0975  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NA0975  DYNAMIC HT  -         372.162 (meters)    1221.00  (feet)  COMP
 NA0975  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 NA0975
 NA0975  VERT ORDER  -  FIRST     CLASS II
 NA0975
 NA0975.The horizontal coordinates were scaled from a topographic map and have
 NA0975.an estimated accuracy of +/- 6 seconds.
 NA0975
 NA0975.The orthometric height was determined by differential leveling
 NA0975.and adjusted by the National Geodetic Survey in June 1991..
 NA0975
 NA0975.The geoid height was determined by GEOID03.
 NA0975
 NA0975.The dynamic height is computed by dividing the NAVD 88
 NA0975.geopotential number by the normal gravity value computed on the
 NA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0975.degrees latitude (g = 980.6199 gals.).
 NA0975
 NA0975.The modeled gravity was interpolated from observed gravity values.
 NA0975
 NA0975;                    North         East    Units  Estimated Accuracy
 NA0975;SPC NY C     -   327,460.      359,070.      MT  (+/- 180 meters Scaled)
 NA0975
 NA0975                          SUPERSEDED SURVEY CONTROL
 NA0975
 NA0975  NGVD 29 (??/??/92)  372.394  (m)         1221.76   (f) ADJ UNCH    1 2
 NA0975
 NA0975.Superseded values are not recommended for survey control.
 NA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0975.See file dsdata.txt to determine how the superseded data were derived.
 NA0975
 NA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN798542(NAD 83)
 NA0975_MARKER: DD = SURVEY DISK
 NA0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0975_SP_SET: BRIDGE
 NA0975_STAMPING: 1221 ALBANY 1901
 NA0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0975
 NA0975  HISTORY     - Date     Condition        Report By
 NA0975  HISTORY     - 1901     MONUMENTED       USGS
 NA0975  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0975
 NA0975                          STATION DESCRIPTION
 NA0975
 NA0975'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 NA0975'AT RICHFIELD JUNCTION.
 NA0975'IS THIRTY-SIX ONE-HUNDREDTHS MILE SOUTH OF RICHFIELD JUNCTION, ONEIDA
 NA0975'COUNTY, N.Y., ON THE SOUTH END OF THE FOUNDATION WALL OF A WOODEN
 NA0975'TRESTLE BENT, ON THE WEST SIDE OF THE TRACK.  RICHFIELD JUNCTION, 0.36
 NA0975'MILE SOUTH OF, ON SOUTH END OF FOUNDATION WALL OF WOODEN TRESTLE BENT
 NA0975'UNDER OVERHEAD HIGHWAY BRIDGE, WEST SIDE OF TRACK, ALUMINUM TABLET
 NA0975'STAMPED 1221 ALBANY 1901.
 NA0975
 NA0975                          STATION RECOVERY (1982)
 NA0975
 NA0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0975'NOT RECOVERED, TRESTLE WAS FOUND BUT NO DISK COULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0738 ***********************************************************************
 PH0738  DESIGNATION -  1229 NY
 PH0738  PID         -  PH0738
 PH0738  STATE/COUNTY-  NY/ST LAWRENCE
 PH0738  USGS QUAD   -  SYLVAN FALLS (1964)
 PH0738
 PH0738                         *CURRENT SURVEY CONTROL
 PH0738  ___________________________________________________________________
 PH0738* NAD 83(1986)-  44 33 24.     (N)    074 44 31.     (W)     SCALED    
 PH0738* NAVD 88     -       374.585  (meters)    1228.95   (feet)  ADJUSTED  
 PH0738  ___________________________________________________________________
 PH0738  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PH0738  DYNAMIC HT  -         374.535 (meters)    1228.79  (feet)  COMP
 PH0738  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 PH0738
 PH0738  VERT ORDER  -  SECOND    CLASS 0
 PH0738
 PH0738.The horizontal coordinates were scaled from a topographic map and have
 PH0738.an estimated accuracy of +/- 6 seconds.
 PH0738
 PH0738.The orthometric height was determined by differential leveling
 PH0738.and adjusted by the National Geodetic Survey in June 1991..
 PH0738
 PH0738.The geoid height was determined by GEOID03.
 PH0738
 PH0738.The dynamic height is computed by dividing the NAVD 88
 PH0738.geopotential number by the normal gravity value computed on the
 PH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0738.degrees latitude (g = 980.6199 gals.).
 PH0738
 PH0738.The modeled gravity was interpolated from observed gravity values.
 PH0738
 PH0738;                    North         East    Units  Estimated Accuracy
 PH0738;SPC NY E     -   635,640.      130,780.      MT  (+/- 180 meters Scaled)
 PH0738
 PH0738                          SUPERSEDED SURVEY CONTROL
 PH0738
 PH0738  NGVD 29 (??/??/92)  374.685  (m)         1229.28   (f) ADJ UNCH    2 0
 PH0738
 PH0738.Superseded values are not recommended for survey control.
 PH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0738.See file dsdata.txt to determine how the superseded data were derived.
 PH0738
 PH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ204337(NAD 83)
 PH0738_MARKER: DD = SURVEY DISK
 PH0738_SETTING: 80 = SET IN A BOULDER
 PH0738_SP_SET: BOULDER
 PH0738_STAMPING: 1229 NY 1919
 PH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0738+STABILITY: SURFACE MOTION
 PH0738
 PH0738  HISTORY     - Date     Condition        Report By
 PH0738  HISTORY     - 1919     MONUMENTED       USGS
 PH0738  HISTORY     - 1942     GOOD             NGS
 PH0738
 PH0738                          STATION DESCRIPTION
 PH0738
 PH0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0738'7.2 MI SE FROM PARISHVILLE.
 PH0738'TO REACH FROM THE TOWN HALL IN PARISHVILLE-- PROCEED 0.2 MILE WESTERLY
 PH0738'ON STATE HIGHWAY NO. 72 TO A COUNTY ROAD INTERSECTION LEADING
 PH0738'SOUTHEAST, THENCE SOUTHEASTERLY 7.0 MILES TO A Y ROAD INTERSECTION AND
 PH0738'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 127.0 FEET NORTH OF
 PH0738'THE CENTER LINE OF A SIDE ROAD LEADING EAST TO STERLING AND ABOUT 81.0
 PH0738'FEET EAST OF AND ABOUT 5.0 FEET BELOW THE CENTER LINE OF ROAD. IT IS
 PH0738'SET HORIZONTALLY IN THE TOP OF A 2X4-FOOT ROCK BOULDER, 1.6 FEET ABOVE
 PH0738'THE GROUND ON THE WEST SIDE AND AT THE NORTH END OF A CLUMP OF BUSHES
 PH0738'AND 8.0 FEET NORTH OF A LARGE PILE OF GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1968 ***********************************************************************
 OE1968  DESIGNATION -  122=CRANSON RESET
 OE1968  PID         -  OE1968
 OE1968  STATE/COUNTY-  NY/MADISON
 OE1968  USGS QUAD   -  CANASTOTA (1993)
 OE1968
 OE1968                         *CURRENT SURVEY CONTROL
 OE1968  ___________________________________________________________________
 OE1968* NAD 83(1996)-  43 01 04.01386(N)    075 46 00.85805(W)     ADJUSTED  
 OE1968* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 OE1968  ___________________________________________________________________
 OE1968  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 OE1968  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 OE1968
 OE1968  HORZ ORDER  -  SECOND
 OE1968
 OE1968.The horizontal coordinates were established by classical geodetic methods
 OE1968.and adjusted by the National Geodetic Survey in January 1999..
 OE1968
 OE1968.The orthometric height was scaled from a topographic map.
 OE1968
 OE1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1968
 OE1968.The geoid height was determined by GEOID03.
 OE1968
 OE1968;                    North         East     Units Scale Factor Converg.
 OE1968;SPC NY C     -   335,468.801   316,549.155   MT  0.99999196   +0 33 25.2
 OE1968;SPC NY C     - 1,100,617.22  1,038,545.02   sFT  0.99999196   +0 33 25.2
 OE1968;UTM  18      - 4,763,074.750   437,508.733   MT  0.99964804   -0 31 23.6
 OE1968
 OE1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1968!SPC NY C     -   0.99994212  x   0.99999196  =   0.99993408
 OE1968!UTM  18      -   0.99994212  x   0.99964804  =   0.99959018
 OE1968
 OE1968:                Primary Azimuth Mark                     Grid Az
 OE1968:SPC NY C     -  CANASTOTA A                              359 46 29.4
 OE1968:UTM  18      -  CANASTOTA A                              000 51 18.2
 OE1968
 OE1968|---------------------------------------------------------------------|
 OE1968| PID    Reference Object                     Distance      Geod. Az  |
 OE1968|                                                           dddmmss.s |
 OE1968| OE0999 CANASTOTA A                         APPROX. 5.8 KM 0001954.6 |
 OE1968| CZ7679 CRANSON 122 AZ MK                                  0523938.2 |
 OE1968| CZ7680 CRANSON 122 RM 1                     26.395 METERS 06330     |
 OE1968| CZ7681 CRANSON 122 RM 2                     18.474 METERS 29139     |
 OE1968|---------------------------------------------------------------------|
 OE1968
 OE1968                          SUPERSEDED SURVEY CONTROL
 OE1968
 OE1968  NAD 83(1986)-  43 01 04.01866(N)    075 46 00.85636(W) AD(       ) 2
 OE1968  NAD 27      -  43 01 03.77800(N)    075 46 02.18600(W) AD(       ) 2
 OE1968
 OE1968.Superseded values are not recommended for survey control.
 OE1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1968.See file dsdata.txt to determine how the superseded data were derived.
 OE1968
 OE1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3750963075(NAD 83)
 OE1968_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1968
 OE1968  HISTORY     - Date     Condition        Report By
 OE1968  HISTORY     - 1942     MONUMENTED       CGS
 OE1968  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1968
 OE1968                          STATION DESCRIPTION
 OE1968
 OE1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1968'STATION IS ABOUT 4.5 MILES S OF CANASTOTA AND ABOUT 5.5 MILES
 OE1968'ESE OF CHITTENANGO ON PASTURE LAND OWNED BY MR. ROLLAND
 OE1968'YOUNGLOVE.  STATION IS 21 PACES E OF A LARGE FLAT ROCK WHICH
 OE1968'HAS THE NUMBER 1838 AS WELL AS SOME OTHER LETTERING WHICH IS
 OE1968'NO LONGER LEGIBLE CHISELED ON IT.  REFERENCE MARK NO.2 A BRONZE
 OE1968'DISK, IS NOW SET IN A DRILL HOLE IN THIS BOULDER.  MARK IS 71
 OE1968'PACES S OF A LARGE LONE ELM TREE WHICH IS NEAR THE BOTTOM OF
 OE1968'THE HILL AND OPPOSITE A POINT HALFWAY BETWEEN THE ORCHARD AND
 OE1968'MR. YOUNGLOVES HOUSE.  MARK IS APPROXIMATELY HALFWAY UP THE
 OE1968'HILL.  MARK IS STAMPED CRANSON N.Y.S.S. 122 1879 1942 AND
 OE1968'PROJECTS ABOUT 4 INCHES.
 OE1968'
 OE1968'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OE1968'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1968'
 OE1968'REFERENCE MARK NO.1 IS ABOUT 5 FEET LOWER THAN THE
 OE1968'STATION.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN A SMALL
 OE1968'BOULDER WHICH IS FLUSH WITH THE GROUND.  BOULDER IS JUST S OF A
 OE1968'TRAIL WORN BY LIVESTOCK CROSSING THE PASTURE.  MARK IS STAMPED
 OE1968'CRANSON NO.1 N.Y.S.S. 122 1879 1942.
 OE1968'
 OE1968'REFERENCE MARK NO.2 IS JUST S OF THE ABOVE MENTIONED
 OE1968'TRAIL.  MARK IS STAMPED CRANSON NO.2 N.Y.S.S. 122 1879 1942.
 OE1968'
 OE1968'AZIMUTH MARK IS BY THE SECOND POWER POLE E OF MR. YOUNGLOVES
 OE1968'HOUSE.  POLE IS NYP 22.  MARK IS 7 PACES S OF THE CENTER LINE
 OE1968'OF THE ROAD.  THE MARK IS STAMPED CRANSON N.Y.S.S. 122 1879
 OE1968'1942 AND PROJECTS ABOUT 1 INCH.
 OE1968'
 OE1968'TO REACH THE STATION FROM JUNCTION OF STATE ROUTES 5 AND 13
 OE1968'AT THE S EDGE OF CANASTOTA GO S ON A NARROW PAVED ROAD FOR
 OE1968'2.0 MILES TO A T-ROAD, TURN RIGHT AND GO 0.05 MILE TO A SIDE
 OE1968'ROAD LEFT, TURN LEFT AND GO S FOR 1.7 MILES TO A CROSS ROAD,
 OE1968'TURN RIGHT AND GO W FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 OE1968'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A BARN ON THE
 OE1968'RIGHT AND A PLANK GATE ON THE LEFT, PASS THROUGH THE GATE AND
 OE1968'GO SOUTHWESTERLY THROUGH THE ORCHARD TO A GATE AT THE SW
 OE1968'CORNER.  CHAINS WILL BE NECESSARY TO PROCEED FURTHER.  PASS
 OE1968'THROUGH THE GATE AND PICK WAY UP THE HILL BEARING EASTERLY
 OE1968'AS THE STATION IS ABOUT 0.2 MILES E OF THE GATE AND ABOUT
 OE1968'HALFWAY UP THE HILL.
 OE1968'
 OE1968'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OE1968
 OE1968                          STATION RECOVERY (1974)
 OE1968
 OE1968'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1968'STATION MARK AND BOTH RMS RECOVERED IN GOOD CONDITION.  AZIMUTH
 OE1968'MARK IS DESTROYED.  FOUND LAYING IN ROADSIDE DITCH.  DISTANCE
 OE1968'AND ANGLE TO RMS WERE NOT CHECKED.  STATION IS ON BARE HILLSIDE
 OE1968'AND HAS GOOD VIEW FROM WEST, CLOCKWISE AROUND TO EAST.
 OE1968'
 OE1968'STATION MARK IS A STANDARD DISK STAMPED CRANSON 122 NYSS 1879
 OE1968'1942, SET IN A 12-INCH SQUARE, CONCRETE MONUMENT PROJECTING
 OE1968'3 INCHES.
 OE1968'
 OE1968'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CRANSON
 OE1968'122 NYSS NO. 1 1942, CEMENTED IN A DRILL HOLE IN THE 12-INCH
 OE1968'EXPOSED SURFACE OF A BOULDER FLUSH WITH GROUND, AND BECOMES
 OE1968'COVERED WITH DEBRIS.
 OE1968'
 OE1968'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CRANSON
 OE1968'122 NYSS NO. 2 1942, CEMENTED IN A DRILL HOLE IN A 5-FOOT
 OE1968'DIAMETER, FLAT, GREY BOULDER PROJECTING 20 INCHES, WHICH HAS
 OE1968'THE NUMBERS 1838 CHISELED INTO IT.
 OE1968'
 OE1968'TO REACH STATION FROM THE CROSSROAD IN CLOCKVILLE, GO SOUTH
 OE1968'1.4 MILES ON OXBOW RD. TO CROSSROAD.  GO RIGHT, WEST, ON INGALLS
 OE1968'CORNERS RD. FOR 1.3 MILES TO MR. ROLAND YOUNGLOVES HOUSE ON
 OE1968'LEFT.  WALK SE ACROSS MR. YOUNGLOVES FIELD ABOUT 750 FEET TO
 OE1968'BLACK CUTBANK AND STATION ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0872 ***********************************************************************
 NB0872  DESIGNATION -  123
 NB0872  PID         -  NB0872
 NB0872  STATE/COUNTY-  NY/ONTARIO
 NB0872  USGS QUAD   -  STANLEY (1952)
 NB0872
 NB0872                         *CURRENT SURVEY CONTROL
 NB0872  ___________________________________________________________________
 NB0872* NAD 83(1986)-  42 50 10.     (N)    077 07 05.     (W)     SCALED    
 NB0872* NAVD 88     -       269.019  (meters)     882.61   (feet)  ADJUSTED  
 NB0872  ___________________________________________________________________
 NB0872  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NB0872  DYNAMIC HT  -         268.939 (meters)     882.34  (feet)  COMP
 NB0872  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 NB0872
 NB0872  VERT ORDER  -  SECOND    CLASS 0
 NB0872
 NB0872.The horizontal coordinates were scaled from a topographic map and have
 NB0872.an estimated accuracy of +/- 6 seconds.
 NB0872
 NB0872.The orthometric height was determined by differential leveling
 NB0872.and adjusted by the National Geodetic Survey in June 1991..
 NB0872
 NB0872.The geoid height was determined by GEOID03.
 NB0872
 NB0872.The dynamic height is computed by dividing the NAVD 88
 NB0872.geopotential number by the normal gravity value computed on the
 NB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0872.degrees latitude (g = 980.6199 gals.).
 NB0872
 NB0872.The modeled gravity was interpolated from observed gravity values.
 NB0872
 NB0872;                    North         East    Units  Estimated Accuracy
 NB0872;SPC NY C     -   315,100.      206,290.      MT  (+/- 180 meters Scaled)
 NB0872
 NB0872                          SUPERSEDED SURVEY CONTROL
 NB0872
 NB0872  NGVD 29 (??/??/92)  269.156  (m)          883.06   (f) ADJ UNCH    2 0
 NB0872
 NB0872.Superseded values are not recommended for survey control.
 NB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0872.See file dsdata.txt to determine how the superseded data were derived.
 NB0872
 NB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN269447(NAD 83)
 NB0872_MARKER: B = BOLT
 NB0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0872_SP_SET: BRIDGE
 NB0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0872+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 NB0872
 NB0872  HISTORY     - Date     Condition        Report By
 NB0872  HISTORY     - UNK      MONUMENTED       PRR
 NB0872  HISTORY     - 1935     GOOD             NGS
 NB0872  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0872  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0872  HISTORY     - 20011027 GOOD             USPSQD
 NB0872  HISTORY     - 20060128 GOOD             GEOCAC
 NB0872
 NB0872                          STATION DESCRIPTION
 NB0872
 NB0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0872'1.2 MI NW FROM STANLEY.
 NB0872'IS LOCATED 1.2 MILES NORTHWEST OF THE STATION AT STANLEY, IN TOP
 NB0872'OF NORTH END OF EAST STONE BACK WALL OF BRIDGE NO. 53.42 OVER
 NB0872'FLINT RIVER. 3.5 FT. NORTH OF NORTH RAIL.
 NB0872
 NB0872                          STATION RECOVERY (1985)
 NB0872
 NB0872'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0872'MARK NOT FOUND.
 NB0872
 NB0872                          STATION RECOVERY (1985)
 NB0872
 NB0872'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0872'MARK NOT FOUND.
 NB0872
 NB0872                          STATION RECOVERY (2001)
 NB0872
 NB0872'RECOVERY NOTE BY US POWER SQUADRON 2001 (DB)
 NB0872'RECOVERED IN GOOD CONDITION.
 NB0872
 NB0872                          STATION RECOVERY (2006)
 NB0872
 NB0872'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0872'RAIL BED IS NOW A HIKING TRAIL. HANDHELD GPS COORDINATES ARE 42.83612N
 NB0872'77.11793W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2061 ***********************************************************************
 OF2061  DESIGNATION -  123
 OF2061  PID         -  OF2061
 OF2061  STATE/COUNTY-  NY/MONROE
 OF2061  USGS QUAD   -  PITTSFORD (1978)
 OF2061
 OF2061                         *CURRENT SURVEY CONTROL
 OF2061  ___________________________________________________________________
 OF2061* NAD 83(1996)-  43 05 26.51491(N)    077 30 54.67718(W)     ADJUSTED  
 OF2061* NAVD 88     -       150.54   (+/-2cm)     493.9    (feet)  VERTCON   
 OF2061  ___________________________________________________________________
 OF2061  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 OF2061  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2061
 OF2061  HORZ ORDER  -  SECOND
 OF2061  VERT ORDER  -  THIRD ? (See Below)
 OF2061
 OF2061.The horizontal coordinates were established by classical geodetic methods
 OF2061.and adjusted by the National Geodetic Survey in January 1999..
 OF2061
 OF2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2061.The vertical order pertains to the NGVD 29 superseded value.
 OF2061
 OF2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2061
 OF2061.The geoid height was determined by GEOID03.
 OF2061
 OF2061;                    North         East     Units Scale Factor Converg.
 OF2061;SPC NY W     -   343,799.248   436,964.287   MT  1.00003050   +0 43 47.1
 OF2061;SPC NY W     - 1,127,948.03  1,433,607.00   sFT  1.00003050   +0 43 47.1
 OF2061;UTM  18      - 4,773,957.410   295,288.475   MT  1.00011555   -1 43 07.9
 OF2061
 OF2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2061!SPC NY W     -   0.99998194  x   1.00003050  =   1.00001244
 OF2061!UTM  18      -   0.99998194  x   1.00011555  =   1.00009749
 OF2061
 OF2061|---------------------------------------------------------------------|
 OF2061| PID    Reference Object                     Distance      Geod. Az  |
 OF2061|                                                           dddmmss.s |
 OF2061| OF2060 TP 9038                             385.825 METERS 11225     |
 OF2061| OF2062 124                                 APPROX. 0.5 KM 2062627.9 |
 OF2061|---------------------------------------------------------------------|
 OF2061
 OF2061                          SUPERSEDED SURVEY CONTROL
 OF2061
 OF2061  NAD 83(1986)-  43 05 26.52315(N)    077 30 54.67524(W) AD(       ) 2
 OF2061  NAD 27      -  43 05 26.29710(N)    077 30 55.68561(W) AD(       ) 2
 OF2061  NGVD 29 (07/19/86)  150.72   (m)          494.5    (f) LEVELING    3  
 OF2061
 OF2061.Superseded values are not recommended for survey control.
 OF2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2061.See file dsdata.txt to determine how the superseded data were derived.
 OF2061
 OF2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9528873957(NAD 83)
 OF2061_MARKER: DD = SURVEY DISK
 OF2061_SETTING: 0 = UNSPECIFIED SETTING
 OF2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2061
 OF2061  HISTORY     - Date     Condition        Report By
 OF2061  HISTORY     - 1934     MONUMENTED       NYGS
 OF2061  HISTORY     - 1973     GOOD             NY-055
 OF2061  HISTORY     - 19950314 GOOD             USPSQD
 OF2061
 OF2061                          STATION DESCRIPTION
 OF2061
 OF2061'DESCRIBED BY NEW YORK GEODETIC SURVEY 1934 (LRH)
 OF2061'AT PITTSFORD, AT THE SOUTHEAST CORNER OF MONROE AVENUE AND MAIN
 OF2061'STREET.  STATION IS A STANDARD PITTSFORD SURVEY MONUMENT WITH A
 OF2061'CAST-IRON COVER.
 OF2061
 OF2061                          STATION RECOVERY (1973)
 OF2061
 OF2061'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2061'DESCRIPTION IS ADEQUATE.
 OF2061
 OF2061                          STATION RECOVERY (1995)
 OF2061
 OF2061'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1971 ***********************************************************************
 PH1971  DESIGNATION -  123 IWC CARDINAL E BASE
 PH1971  PID         -  PH1971
 PH1971  STATE/COUNTY-  NY/ST LAWRENCE
 PH1971  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1971
 PH1971                         *CURRENT SURVEY CONTROL
 PH1971  ___________________________________________________________________
 PH1971* NAD 83(1996)-  44 48 40.29842(N)    075 20 49.75852(W)     ADJUSTED  
 PH1971* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 PH1971  ___________________________________________________________________
 PH1971  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 PH1971  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 PH1971
 PH1971  HORZ ORDER  -  THIRD
 PH1971
 PH1971.The horizontal coordinates were established by classical geodetic methods
 PH1971.and adjusted by the National Geodetic Survey in January 1999..
 PH1971
 PH1971.The orthometric height was scaled from a topographic map.
 PH1971
 PH1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1971
 PH1971.The geoid height was determined by GEOID03.
 PH1971
 PH1971;                    North         East     Units Scale Factor Converg.
 PH1971;SPC NY E     -   664,243.456    82,992.174   MT  0.99995520   -0 35 49.5
 PH1971;SPC NY E     - 2,179,272.07    272,283.49   sFT  0.99995520   -0 35 49.5
 PH1971;UTM  18      - 4,962,035.406   472,549.153   MT  0.99960927   -0 14 40.8
 PH1971
 PH1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1971!SPC NY E     -   0.99999325  x   0.99995520  =   0.99994845
 PH1971!UTM  18      -   0.99999325  x   0.99960927  =   0.99960253
 PH1971
 PH1971:                Primary Azimuth Mark                     Grid Az
 PH1971:SPC NY E     -  REF MON 45 59                            111 42 00.1
 PH1971:UTM  18      -  REF MON 45 59                            111 20 51.4
 PH1971
 PH1971|---------------------------------------------------------------------|
 PH1971| PID    Reference Object                     Distance      Geod. Az  |
 PH1971|                                                           dddmmss.s |
 PH1971| PH1964 REF MON 45 59                       APPROX. 2.0 KM 1110610.6 |
 PH1971| PH1969 CHANNEL LIGHT 115 IBC               APPROX. 1.3 KM 1763453.0 |
 PH1971|---------------------------------------------------------------------|
 PH1971
 PH1971                          SUPERSEDED SURVEY CONTROL
 PH1971
 PH1971  NAD 83(1986)-  44 48 40.30503(N)    075 20 49.76132(W) AD(       ) 3
 PH1971  NAD 27      -  44 48 40.07645(N)    075 20 50.99799(W) AD(       ) 3
 PH1971
 PH1971.Superseded values are not recommended for survey control.
 PH1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1971.See file dsdata.txt to determine how the superseded data were derived.
 PH1971
 PH1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7254962035(NAD 83)
 PH1971_MARKER: Z = SEE DESCRIPTION
 PH1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1971+STABILITY: SURFACE MOTION
 PH1971
 PH1971  HISTORY     - Date     Condition        Report By
 PH1971  HISTORY     - 1912     MONUMENTED       IBWC
 PH1971  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PH1971
 PH1971                          STATION DESCRIPTION
 PH1971
 PH1971'DESCRIBED BY INT BDRY WTR COMM 1912
 PH1971'ABOUT 2 MILES DOWNSTREAM FROM CARDINAL, ON THE DYKE OF THE GALOP
 PH1971'CANAL BETWEEN THE CANAL AND THE ST LAWRENCE RIVER.  THE STATION IS
 PH1971'ABOUT 23 FEET FROM THE CANAL WATERS EDGE, AND ABOUT 55 FEET FROM THE
 PH1971'RIVER WATERS EDGE.
 PH1971'
 PH1971'STATION MARK--THE ORIGINAL STATION MARK WAS NOT DISTURBED.  IT
 PH1971'CONSISTS OF A BRONZE PLUG WITH A CENTER HOLE SET 8 INCHES UNDERGROUND
 PH1971'IN THE TOP OF A SOLID CONCRETE POST 12 INCHES SQUARE.
 PH1971
 PH1971                          STATION RECOVERY (1959)
 PH1971
 PH1971'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1971'A SURFACE MARK WAS ESTABLISHED IN 1959, CONSISTING OF A STANDARD
 PH1971'BRONZE DISK STATION MARK SET IN A 6 - INCH CYLINDER OF CONCRETE FLUSH
 PH1971'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1324 ***********************************************************************
 NA1324  DESIGNATION -  1232
 NA1324  PID         -  NA1324
 NA1324  STATE/COUNTY-  NY/OTSEGO
 NA1324  USGS QUAD   -  ONEONTA (1982)
 NA1324
 NA1324                         *CURRENT SURVEY CONTROL
 NA1324  ___________________________________________________________________
 NA1324* NAD 83(1986)-  42 27 53.     (N)    075 03 36.     (W)     SCALED    
 NA1324* NAVD 88     -       375.357  (meters)    1231.48   (feet)  ADJUSTED  
 NA1324  ___________________________________________________________________
 NA1324  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA1324  DYNAMIC HT  -         375.224 (meters)    1231.05  (feet)  COMP
 NA1324  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 NA1324
 NA1324  VERT ORDER  -  SECOND    CLASS 0
 NA1324
 NA1324.The horizontal coordinates were scaled from a topographic map and have
 NA1324.an estimated accuracy of +/- 6 seconds.
 NA1324
 NA1324.The orthometric height was determined by differential leveling
 NA1324.and adjusted by the National Geodetic Survey in June 1991..
 NA1324
 NA1324.The geoid height was determined by GEOID03.
 NA1324
 NA1324.The dynamic height is computed by dividing the NAVD 88
 NA1324.geopotential number by the normal gravity value computed on the
 NA1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1324.degrees latitude (g = 980.6199 gals.).
 NA1324
 NA1324.The modeled gravity was interpolated from observed gravity values.
 NA1324
 NA1324;                    North         East    Units  Estimated Accuracy
 NA1324;SPC NY E     -   403,370.      103,950.      MT  (+/- 180 meters Scaled)
 NA1324
 NA1324                          SUPERSEDED SURVEY CONTROL
 NA1324
 NA1324  NGVD 29 (??/??/92)  375.480  (m)         1231.89   (f) ADJ UNCH    2 0
 NA1324
 NA1324.Superseded values are not recommended for survey control.
 NA1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1324.See file dsdata.txt to determine how the superseded data were derived.
 NA1324
 NA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN950013(NAD 83)
 NA1324_MARKER: DD = SURVEY DISK
 NA1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1324_SP_SET: PILLAR
 NA1324_STAMPING: 1232 ALBANY 1898
 NA1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1324
 NA1324  HISTORY     - Date     Condition        Report By
 NA1324  HISTORY     - 1898     MONUMENTED       USGS
 NA1324  HISTORY     - 1941     GOOD             NGS
 NA1324  HISTORY     - 1976     GOOD             LOCSUR
 NA1324
 NA1324                          STATION DESCRIPTION
 NA1324
 NA1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1324'AT ONEONTA.
 NA1324'AT ONEONTA, OTSEGO COUNTY, AT THE INTERSECTION OF STATE AND MAPLE
 NA1324'STREETS, AT THE STATE NORMAL SCHOOL IN 1941, IN THE SOUTHEAST FACE OF
 NA1324'THE SOUTHWEST STONE PILLAR AT THE FRONT ENTRANCE, 6.7 FEET SOUTHWEST
 NA1324'OF A POINT AT THE CENTER OF THE ENTRANCE, 2 FEET SOUTHWEST OF THE
 NA1324'EAST CORNER OF THE PILLAR, AND 2.4 FEET ABOVE THE TOP STEP.  A UNITED
 NA1324'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1232 ALBANY 1898 AND
 NA1324'SET VERTICALLY.  NOTE-- THE OLD MAIN BUILDING OF THE STATE UNIV.
 NA1324'COLLEGE AT ONEONTA IS OWNED BY JOHN MILLER WHO IS GOING TO DEMOLISH
 NA1324'THIS BUILDING.
 NA1324
 NA1324                          STATION RECOVERY (1976)
 NA1324
 NA1324'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 NA1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0396 ***********************************************************************
 KV0396  DESIGNATION -  1234 BOR
 KV0396  PID         -  KV0396
 KV0396  STATE/COUNTY-  NY/RICHMOND
 KV0396  USGS QUAD   -  THE NARROWS (1981)
 KV0396
 KV0396                         *CURRENT SURVEY CONTROL
 KV0396  ___________________________________________________________________
 KV0396* NAD 83(1986)-  40 36 03.     (N)    074 03 47.     (W)     SCALED    
 KV0396* NAVD 88     -        27.994  (meters)      91.84   (feet)  ADJUSTED  
 KV0396  ___________________________________________________________________
 KV0396  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0396  DYNAMIC HT  -          27.984 (meters)      91.81  (feet)  COMP
 KV0396  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 KV0396
 KV0396  VERT ORDER  -  FIRST     CLASS II
 KV0396
 KV0396.The horizontal coordinates were scaled from a topographic map and have
 KV0396.an estimated accuracy of +/- 6 seconds.
 KV0396
 KV0396.The orthometric height was determined by differential leveling
 KV0396.and adjusted by the National Geodetic Survey in June 1991..
 KV0396
 KV0396.The geoid height was determined by GEOID03.
 KV0396
 KV0396.The dynamic height is computed by dividing the NAVD 88
 KV0396.geopotential number by the normal gravity value computed on the
 KV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0396.degrees latitude (g = 980.6199 gals.).
 KV0396
 KV0396.The modeled gravity was interpolated from observed gravity values.
 KV0396
 KV0396;                    North         East    Units  Estimated Accuracy
 KV0396;SPC NY L     -    48,210.      294,660.      MT  (+/- 180 meters Scaled)
 KV0396
 KV0396                          SUPERSEDED SURVEY CONTROL
 KV0396
 KV0396  NGVD 29 (04/16/92)   28.331  (m)           92.95   (f) ADJUSTED    1 2
 KV0396
 KV0396.Superseded values are not recommended for survey control.
 KV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0396.See file dsdata.txt to determine how the superseded data were derived.
 KV0396
 KV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK792948(NAD 83)
 KV0396_MARKER: Q = CHISELED SQUARE
 KV0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0396_SP_SET: CON WALL
 KV0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0396
 KV0396  HISTORY     - Date     Condition        Report By
 KV0396  HISTORY     - 1952     MONUMENTED       NY-085
 KV0396  HISTORY     - 1952     GOOD             CGS
 KV0396
 KV0396                          STATION DESCRIPTION
 KV0396
 KV0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0396'AT STATEN ISLAND.
 KV0396'ON STATEN ISLAND, NEAR FORT WADSWORTH, AT THE JUNCTION OF TOMPKINS
 KV0396'AVENUE AND VALLEY STREET, 17 FEET WEST OF CENTER LINE OF TOMPKINS
 KV0396'AVENUE, 17 FEET SOUTH OF CENTER LINE OF VALLEY STREET, AN OUTLINE
 KV0396'SQUARE ON TOP OF EAST EDGE OF CONCRETE WALL OF A MANHOLE, 1/2 FOOT
 KV0396'SOUTHWEST OF CURB AND ABOUT LEVEL WITH JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1016 ***********************************************************************
 OF1016  DESIGNATION -  12.35
 OF1016  PID         -  OF1016
 OF1016  STATE/COUNTY-  NY/MONROE
 OF1016  USGS QUAD   -  CLIFTON (1971)
 OF1016
 OF1016                         *CURRENT SURVEY CONTROL
 OF1016  ___________________________________________________________________
 OF1016* NAD 83(1986)-  43 01 12.     (N)    077 45 33.     (W)     SCALED    
 OF1016* NAVD 88     -       171.494  (meters)     562.64   (feet)  ADJUSTED  
 OF1016  ___________________________________________________________________
 OF1016  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OF1016  DYNAMIC HT  -         171.450 (meters)     562.50  (feet)  COMP
 OF1016  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 OF1016
 OF1016  VERT ORDER  -  SECOND    CLASS 0
 OF1016
 OF1016.The horizontal coordinates were scaled from a topographic map and have
 OF1016.an estimated accuracy of +/- 6 seconds.
 OF1016
 OF1016.The orthometric height was determined by differential leveling
 OF1016.and adjusted by the National Geodetic Survey in June 1991..
 OF1016
 OF1016.The geoid height was determined by GEOID03.
 OF1016
 OF1016.The dynamic height is computed by dividing the NAVD 88
 OF1016.geopotential number by the normal gravity value computed on the
 OF1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1016.degrees latitude (g = 980.6199 gals.).
 OF1016
 OF1016.The modeled gravity was interpolated from observed gravity values.
 OF1016
 OF1016;                    North         East    Units  Estimated Accuracy
 OF1016;SPC NY W     -   335,720.      417,180.      MT  (+/- 180 meters Scaled)
 OF1016
 OF1016                          SUPERSEDED SURVEY CONTROL
 OF1016
 OF1016  NGVD 29 (??/??/??)  171.65   (m)          563.2    (f) RESET       3  
 OF1016
 OF1016.Superseded values are not recommended for survey control.
 OF1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1016.See file dsdata.txt to determine how the superseded data were derived.
 OF1016
 OF1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN751667(NAD 83)
 OF1016_MARKER: Z = SEE DESCRIPTION
 OF1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1016_SP_SET: BRIDGE
 OF1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1016
 OF1016  HISTORY     - Date     Condition        Report By
 OF1016  HISTORY     - UNK      MONUMENTED       BORR
 OF1016  HISTORY     - 1935     GOOD             NGS
 OF1016
 OF1016                          STATION DESCRIPTION
 OF1016
 OF1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF1016'AT SCOTTSVILLE.
 OF1016'AT SCOTTSVILLE, ON THE B.R. AND P. RAILWAY, ON BRIDGE SEAT OF NORTH
 OF1016'ABUTMENT OF BRIDGE 12.35, ON EAST SIDE OF TRACK 652 + 01.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1113 ***********************************************************************
 NB1113  DESIGNATION -  1239.8
 NB1113  PID         -  NB1113
 NB1113  STATE/COUNTY-  NY/STEUBEN
 NB1113  USGS QUAD   -  AVOCA (1978)
 NB1113
 NB1113                         *CURRENT SURVEY CONTROL
 NB1113  ___________________________________________________________________
 NB1113* NAD 83(1986)-  42 26 37.     (N)    077 27 31.     (W)     SCALED    
 NB1113* NAVD 88     -       377.813  (meters)    1239.54   (feet)  ADJUSTED  
 NB1113  ___________________________________________________________________
 NB1113  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB1113  DYNAMIC HT  -         377.680 (meters)    1239.11  (feet)  COMP
 NB1113  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NB1113
 NB1113  VERT ORDER  -  SECOND    CLASS 0
 NB1113
 NB1113.The horizontal coordinates were scaled from a topographic map and have
 NB1113.an estimated accuracy of +/- 6 seconds.
 NB1113
 NB1113.The orthometric height was determined by differential leveling
 NB1113.and adjusted by the National Geodetic Survey in June 1991..
 NB1113
 NB1113.The geoid height was determined by GEOID03.
 NB1113
 NB1113.The dynamic height is computed by dividing the NAVD 88
 NB1113.geopotential number by the normal gravity value computed on the
 NB1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1113.degrees latitude (g = 980.6199 gals.).
 NB1113
 NB1113.The modeled gravity was interpolated from observed gravity values.
 NB1113
 NB1113;                    North         East    Units  Estimated Accuracy
 NB1113;SPC NY C     -   271,740.      177,990.      MT  (+/- 180 meters Scaled)
 NB1113
 NB1113                          SUPERSEDED SURVEY CONTROL
 NB1113
 NB1113  NGVD 29 (??/??/92)  377.947  (m)         1239.98   (f) ADJ UNCH    2 0
 NB1113
 NB1113.Superseded values are not recommended for survey control.
 NB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1113.See file dsdata.txt to determine how the superseded data were derived.
 NB1113
 NB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN977019(NAD 83)
 NB1113_MARKER: DD = SURVEY DISK
 NB1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1113_SP_SET: WALL
 NB1113_STAMPING: 1239.8--1908 NEW YORK
 NB1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1113
 NB1113  HISTORY     - Date     Condition        Report By
 NB1113  HISTORY     - 1908     MONUMENTED       USGS
 NB1113  HISTORY     - 1935     GOOD             NGS
 NB1113  HISTORY     - 1988     GOOD             USPSQD
 NB1113  HISTORY     - 19941014 GOOD             USPSQD
 NB1113  HISTORY     - 19971122 POOR             USPSQD
 NB1113  HISTORY     - 20011212 POOR             NGS
 NB1113
 NB1113                          STATION DESCRIPTION
 NB1113
 NB1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1113'AT WALLACE.
 NB1113'IS LOCATED IN THE NORTH SIDE OF THE NORTHWEST CORNER OF THE
 NB1113'FOUNDATION WALLL OF THE METHODIST EPISCOPAL CHURCH, ON STATE HY. NO.
 NB1113'2. TABLET SET VERTICALLY.
 NB1113
 NB1113                          STATION RECOVERY (1988)
 NB1113
 NB1113'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1113'RECOVERED IN GOOD CONDITION.
 NB1113
 NB1113                          STATION RECOVERY (1994)
 NB1113
 NB1113'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1113'RECOVERED IN GOOD CONDITION.
 NB1113
 NB1113                          STATION RECOVERY (1997)
 NB1113
 NB1113'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1113'MARK RECOVERED IN POOR CONDITION.
 NB1113
 NB1113                          STATION RECOVERY (2001)
 NB1113
 NB1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0870 ***********************************************************************
 NB0870  DESIGNATION -  124
 NB0870  PID         -  NB0870
 NB0870  STATE/COUNTY-  NY/ONTARIO
 NB0870  USGS QUAD   -  RUSHVILLE (1978)
 NB0870
 NB0870                         *CURRENT SURVEY CONTROL
 NB0870  ___________________________________________________________________
 NB0870* NAD 83(1986)-  42 51 26.     (N)    077 08 25.     (W)     SCALED    
 NB0870* NAVD 88     -       268.894  (meters)     882.20   (feet)  ADJUSTED  
 NB0870  ___________________________________________________________________
 NB0870  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NB0870  DYNAMIC HT  -         268.815 (meters)     881.94  (feet)  COMP
 NB0870  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 NB0870
 NB0870  VERT ORDER  -  SECOND    CLASS 0
 NB0870
 NB0870.The horizontal coordinates were scaled from a topographic map and have
 NB0870.an estimated accuracy of +/- 6 seconds.
 NB0870
 NB0870.The orthometric height was determined by differential leveling
 NB0870.and adjusted by the National Geodetic Survey in June 1991..
 NB0870
 NB0870.The geoid height was determined by GEOID03.
 NB0870
 NB0870.The dynamic height is computed by dividing the NAVD 88
 NB0870.geopotential number by the normal gravity value computed on the
 NB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0870.degrees latitude (g = 980.6199 gals.).
 NB0870
 NB0870.The modeled gravity was interpolated from observed gravity values.
 NB0870
 NB0870;                    North         East    Units  Estimated Accuracy
 NB0870;SPC NY C     -   317,460.      204,480.      MT  (+/- 180 meters Scaled)
 NB0870
 NB0870                          SUPERSEDED SURVEY CONTROL
 NB0870
 NB0870  NGVD 29 (??/??/92)  269.030  (m)          882.64   (f) ADJ UNCH    2 0
 NB0870
 NB0870.Superseded values are not recommended for survey control.
 NB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0870.See file dsdata.txt to determine how the superseded data were derived.
 NB0870
 NB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN251471(NAD 83)
 NB0870_MARKER: B = BOLT
 NB0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0870_SP_SET: BRIDGE
 NB0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0870+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 NB0870
 NB0870  HISTORY     - Date     Condition        Report By
 NB0870  HISTORY     - UNK      MONUMENTED       PRR
 NB0870  HISTORY     - 1935     GOOD             NGS
 NB0870  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0870  HISTORY     - 20041114 GOOD             USPSQD
 NB0870  HISTORY     - 20060415 GOOD             GEOCAC
 NB0870
 NB0870                          STATION DESCRIPTION
 NB0870
 NB0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0870'0.7 MI SE FROM ALOQUIN.
 NB0870'IS LOCATED 0.7 OF MILE SOUTHEAST OF THE STATION AT ALOQUIN. SET
 NB0870'IN TOP OF NORTH END OF EAST BACKWALL OF BRIDGE NO. 55.33 OVER A
 NB0870'PRIVATE ROAD. 6 FT. NORTHEAST OF NORTH RAIL.
 NB0870
 NB0870                          STATION RECOVERY (1988)
 NB0870
 NB0870'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0870'MARK NOT FOUND.
 NB0870
 NB0870                          STATION RECOVERY (2004)
 NB0870
 NB0870'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLB)
 NB0870'RECOVERED IN GOOD CONDITION.
 NB0870
 NB0870                          STATION RECOVERY (2006)
 NB0870
 NB0870'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0870'RAIL BED IS NOW AN ONTARIO PATHWAYS HIKING TRAIL. BRIDGE HEADWALL IS
 NB0870'BELOW A WOODEN FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2062 ***********************************************************************
 OF2062  DESIGNATION -  124
 OF2062  PID         -  OF2062
 OF2062  STATE/COUNTY-  NY/MONROE
 OF2062  USGS QUAD   -  PITTSFORD (1978)
 OF2062
 OF2062                         *CURRENT SURVEY CONTROL
 OF2062  ___________________________________________________________________
 OF2062* NAD 83(1996)-  43 05 11.58046(N)    077 31 04.80998(W)     ADJUSTED  
 OF2062* NAVD 88     -       153.23   (+/-2cm)     502.7    (feet)  VERTCON   
 OF2062  ___________________________________________________________________
 OF2062  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 OF2062  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2062
 OF2062  HORZ ORDER  -  SECOND
 OF2062  VERT ORDER  -  THIRD ? (See Below)
 OF2062
 OF2062.The horizontal coordinates were established by classical geodetic methods
 OF2062.and adjusted by the National Geodetic Survey in January 1999..
 OF2062
 OF2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2062.The vertical order pertains to the NGVD 29 superseded value.
 OF2062
 OF2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2062
 OF2062.The geoid height was determined by GEOID03.
 OF2062
 OF2062;                    North         East     Units Scale Factor Converg.
 OF2062;SPC NY W     -   343,335.486   436,740.980   MT  1.00003003   +0 43 40.0
 OF2062;SPC NY W     - 1,126,426.51  1,432,874.37   sFT  1.00003003   +0 43 40.0
 OF2062;UTM  18      - 4,773,503.572   295,045.538   MT  1.00011678   -1 43 14.3
 OF2062
 OF2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2062!SPC NY W     -   0.99998151  x   1.00003003  =   1.00001154
 OF2062!UTM  18      -   0.99998151  x   1.00011678  =   1.00009829
 OF2062
 OF2062:                Primary Azimuth Mark                     Grid Az
 OF2062:SPC NY W     -  123                                      025 42 40.9
 OF2062:UTM  18      -  123                                      028 09 35.2
 OF2062
 OF2062|---------------------------------------------------------------------|
 OF2062| PID    Reference Object                     Distance      Geod. Az  |
 OF2062|                                                           dddmmss.s |
 OF2062| OF2061 123                                 APPROX. 0.5 KM 0262620.9 |
 OF2062| OF2063 4312                                377.689 METERS 20524     |
 OF2062|---------------------------------------------------------------------|
 OF2062
 OF2062                          SUPERSEDED SURVEY CONTROL
 OF2062
 OF2062  NAD 83(1986)-  43 05 11.58869(N)    077 31 04.80801(W) AD(       ) 2
 OF2062  NAD 27      -  43 05 11.36266(N)    077 31 05.81830(W) AD(       ) 2
 OF2062  NGVD 29 (07/19/86)  153.41   (m)          503.3    (f) LEVELING    3  
 OF2062
 OF2062.Superseded values are not recommended for survey control.
 OF2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2062.See file dsdata.txt to determine how the superseded data were derived.
 OF2062
 OF2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9504673504(NAD 83)
 OF2062_MARKER: DD = SURVEY DISK
 OF2062_SETTING: 0 = UNSPECIFIED SETTING
 OF2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2062
 OF2062  HISTORY     - Date     Condition        Report By
 OF2062  HISTORY     - 1934     MONUMENTED       NYGS
 OF2062  HISTORY     - 1973     GOOD             NY-055
 OF2062
 OF2062                          STATION DESCRIPTION
 OF2062
 OF2062'DESCRIBED BY NEW YORK GEODETIC SURVEY 1934 (LRH)
 OF2062'AT PITTSFORD, AT THE NORTHEAST CORNER OF JEFFERSON AVENUE AND
 OF2062'MAIN STREET.  STATION IS A STANDARD PITTSFORD SURVEY MONUMENT
 OF2062'WITH A CAST-IRON COVER.
 OF2062
 OF2062                          STATION RECOVERY (1973)
 OF2062
 OF2062'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2062'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0869 ***********************************************************************
 NB0869  DESIGNATION -  125
 NB0869  PID         -  NB0869
 NB0869  STATE/COUNTY-  NY/ONTARIO
 NB0869  USGS QUAD   -  RUSHVILLE (1978)
 NB0869
 NB0869                         *CURRENT SURVEY CONTROL
 NB0869  ___________________________________________________________________
 NB0869* NAD 83(1986)-  42 51 38.     (N)    077 08 48.     (W)     SCALED    
 NB0869* NAVD 88     -       265.169  (meters)     869.98   (feet)  ADJUSTED  
 NB0869  ___________________________________________________________________
 NB0869  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NB0869  DYNAMIC HT  -         265.091 (meters)     869.72  (feet)  COMP
 NB0869  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 NB0869
 NB0869  VERT ORDER  -  SECOND    CLASS 0
 NB0869
 NB0869.The horizontal coordinates were scaled from a topographic map and have
 NB0869.an estimated accuracy of +/- 6 seconds.
 NB0869
 NB0869.The orthometric height was determined by differential leveling
 NB0869.and adjusted by the National Geodetic Survey in June 1991..
 NB0869
 NB0869.The geoid height was determined by GEOID03.
 NB0869
 NB0869.The dynamic height is computed by dividing the NAVD 88
 NB0869.geopotential number by the normal gravity value computed on the
 NB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0869.degrees latitude (g = 980.6199 gals.).
 NB0869
 NB0869.The modeled gravity was interpolated from observed gravity values.
 NB0869
 NB0869;                    North         East    Units  Estimated Accuracy
 NB0869;SPC NY C     -   317,830.      203,960.      MT  (+/- 180 meters Scaled)
 NB0869
 NB0869                          SUPERSEDED SURVEY CONTROL
 NB0869
 NB0869  NGVD 29 (??/??/92)  265.306  (m)          870.42   (f) ADJ UNCH    2 0
 NB0869
 NB0869.Superseded values are not recommended for survey control.
 NB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0869.See file dsdata.txt to determine how the superseded data were derived.
 NB0869
 NB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN246475(NAD 83)
 NB0869_MARKER: B = BOLT
 NB0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0869_SP_SET: BRIDGE ABUTMENT
 NB0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0869
 NB0869  HISTORY     - Date     Condition        Report By
 NB0869  HISTORY     - UNK      MONUMENTED       PRR
 NB0869  HISTORY     - 1935     GOOD             NGS
 NB0869  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0869  HISTORY     - 20041114 MARK NOT FOUND   USPSQD
 NB0869
 NB0869                          STATION DESCRIPTION
 NB0869
 NB0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0869'0.25 MI SE FROM ALOQUIN.
 NB0869'IS LOCATED 0.25 MILE SOUTHEAST OF THE PENNSYLVANIA RAILROAD STATION.
 NB0869'SET IN TOP OF EAST END OF SOUTH ABUTMENT OF BRIDGE NO. 55.72 OVER
 NB0869'U.S. HY. NO. 20. 5.5 FT. NORTHEAST OF NORTH RAIL.
 NB0869
 NB0869                          STATION RECOVERY (1988)
 NB0869
 NB0869'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0869'MARK NOT FOUND.
 NB0869
 NB0869                          STATION RECOVERY (2004)
 NB0869
 NB0869'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLB)
 NB0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2065 ***********************************************************************
 OF2065  DESIGNATION -  125 1
 OF2065  PID         -  OF2065
 OF2065  STATE/COUNTY-  NY/MONROE
 OF2065  USGS QUAD   -  PITTSFORD (1978)
 OF2065
 OF2065                         *CURRENT SURVEY CONTROL
 OF2065  ___________________________________________________________________
 OF2065* NAD 83(1996)-  43 04 38.38539(N)    077 31 19.94226(W)     ADJUSTED  
 OF2065* NAVD 88     -       178.09   (+/-2cm)     584.3    (feet)  VERTCON   
 OF2065  ___________________________________________________________________
 OF2065  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 OF2065  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2065
 OF2065  HORZ ORDER  -  SECOND
 OF2065  VERT ORDER  -  THIRD ? (See Below)
 OF2065
 OF2065.The horizontal coordinates were established by classical geodetic methods
 OF2065.and adjusted by the National Geodetic Survey in January 1999..
 OF2065
 OF2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2065.The vertical order pertains to the NGVD 29 superseded value.
 OF2065
 OF2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2065
 OF2065.The geoid height was determined by GEOID03.
 OF2065
 OF2065;                    North         East     Units Scale Factor Converg.
 OF2065;SPC NY W     -   342,306.814   436,411.688   MT  1.00002933   +0 43 29.2
 OF2065;SPC NY W     - 1,123,051.61  1,431,794.01   sFT  1.00002933   +0 43 29.2
 OF2065;UTM  18      - 4,772,489.816   294,672.573   MT  1.00011866   -1 43 23.6
 OF2065
 OF2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2065!SPC NY W     -   0.99997761  x   1.00002933  =   1.00000694
 OF2065!UTM  18      -   0.99997761  x   1.00011866  =   1.00009627
 OF2065
 OF2065                          SUPERSEDED SURVEY CONTROL
 OF2065
 OF2065  NAD 83(1986)-  43 04 38.39358(N)    077 31 19.94021(W) AD(       ) 2
 OF2065  NAD 27      -  43 04 38.16754(N)    077 31 20.95054(W) AD(       ) 2
 OF2065  NGVD 29 (07/19/86)  178.27   (m)          584.9    (f) LEVELING    3  
 OF2065
 OF2065.Superseded values are not recommended for survey control.
 OF2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2065.See file dsdata.txt to determine how the superseded data were derived.
 OF2065
 OF2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9467372490(NAD 83)
 OF2065_MARKER: DD = SURVEY DISK
 OF2065_SETTING: 0 = UNSPECIFIED SETTING
 OF2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2065
 OF2065  HISTORY     - Date     Condition        Report By
 OF2065  HISTORY     - 1940     MONUMENTED       NYGS
 OF2065  HISTORY     - 1973     GOOD             NY-055
 OF2065  HISTORY     - 19950324 GOOD             USPSQD
 OF2065
 OF2065                          STATION DESCRIPTION
 OF2065
 OF2065'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2065'IN PITTSFORD, ON EAST SIDE OF PITTSFORD-MENDON ROAD, 300 FEET
 OF2065'NORTH OF STONE ROAD, 29.6 FEET EAST OF THE CENTER LINE OF
 OF2065'PITTSFORD-MENDON ROAD, 86.8 FEET SOUTHEAST OF SOUTHEAST CORNER
 OF2065'OF P.J. SMITHS HOUSE, 103.2 FEET NORTHEAST OF NORTHEAST CORNER
 OF2065'OF SMITHS GAS STATION, 1.3 FEET WEST OF BOARD FENCE, 50.8 FEET
 OF2065'SOUTH OF INTERSECTION OF EAST RIGHT-OF-WAY AND FARM FENCES, 25.5
 OF2065'FEET SOUTH OF 30-INCH MAPLE TREE, 11.3 FEET NORTH OF 30-INCH
 OF2065'MAPLE TREE, AND 3.2 FEET SOUTHWEST OF U.S. REFERENCE
 OF2065'MARKER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY DISK
 OF2065'IN CONCRETE 0.2 FOOT BELOW GROUND.
 OF2065
 OF2065                          STATION RECOVERY (1973)
 OF2065
 OF2065'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2065'A NEW DESCRIPTION FOLLOWS--
 OF2065'
 OF2065'IN THE TOWN OF PITTSFORD ON THE EAST SIDE OF PITTSFORD MENDON
 OF2065'ROAD (RT. 64)
 OF2065'
 OF2065'280 FT + OR - N. OF STONE ROAD
 OF2065'
 OF2065'30.6 FT E. OF C.L. OF PITTSFORD MENDON ROAD
 OF2065'
 OF2065'0.7 FT W. OF WOOD FENCE
 OF2065'
 OF2065'8.1 FT N.E. OF POLE RGE 46
 OF2065'
 OF2065'3.1 FT S OF U.S. MARKER
 OF2065'
 OF2065'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2065'IN CONCRETE COVERED 0.3 FT.
 OF2065
 OF2065                          STATION RECOVERY (1995)
 OF2065
 OF2065'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2047 ***********************************************************************
 OF2047  DESIGNATION -  125 2 MCGS 1969
 OF2047  PID         -  OF2047
 OF2047  STATE/COUNTY-  NY/MONROE
 OF2047  USGS QUAD   -  PITTSFORD (1978)
 OF2047
 OF2047                         *CURRENT SURVEY CONTROL
 OF2047  ___________________________________________________________________
 OF2047* NAD 83(1996)-  43 04 03.17708(N)    077 31 44.35995(W)     ADJUSTED  
 OF2047* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 OF2047  ___________________________________________________________________
 OF2047  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 OF2047  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2047
 OF2047  HORZ ORDER  -  SECOND
 OF2047
 OF2047.The horizontal coordinates were established by classical geodetic methods
 OF2047.and adjusted by the National Geodetic Survey in January 1999..
 OF2047
 OF2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2047
 OF2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2047
 OF2047.The geoid height was determined by GEOID03.
 OF2047
 OF2047;                    North         East     Units Scale Factor Converg.
 OF2047;SPC NY W     -   341,213.394   435,872.998   MT  1.00002818   +0 43 12.0
 OF2047;SPC NY W     - 1,119,464.28  1,430,026.66   sFT  1.00002818   +0 43 12.0
 OF2047;UTM  18      - 4,771,420.303   294,087.622   MT  1.00012162   -1 43 39.2
 OF2047
 OF2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2047!SPC NY W     -   0.99997650  x   1.00002818  =   1.00000468
 OF2047!UTM  18      -   0.99997650  x   1.00012162  =   1.00009812
 OF2047
 OF2047|---------------------------------------------------------------------|
 OF2047| PID    Reference Object                     Distance      Geod. Az  |
 OF2047|                                                           dddmmss.s |
 OF2047| OF2068 4307                                212.751 METERS 03637     |
 OF2047| OF2034 039 4 MCGS 1969                     APPROX. 1.2 KM 1962647.0 |
 OF2047|---------------------------------------------------------------------|
 OF2047
 OF2047                          SUPERSEDED SURVEY CONTROL
 OF2047
 OF2047  NAD 83(1986)-  43 04 03.18523(N)    077 31 44.35781(W) AD(       ) 2
 OF2047  NAD 27      -  43 04 02.95911(N)    077 31 45.36755(W) AD(       ) 2
 OF2047  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 OF2047
 OF2047.Superseded values are not recommended for survey control.
 OF2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2047.See file dsdata.txt to determine how the superseded data were derived.
 OF2047
 OF2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9408871420(NAD 83)
 OF2047_MARKER: DD = SURVEY DISK
 OF2047_SETTING: 0 = UNSPECIFIED SETTING
 OF2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2047
 OF2047  HISTORY     - Date     Condition        Report By
 OF2047  HISTORY     - 1969     MONUMENTED       NY-055
 OF2047  HISTORY     - 1973     GOOD             NY-055
 OF2047
 OF2047                          STATION DESCRIPTION
 OF2047
 OF2047'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2047'IN PITTSFORD, AT THE INTERSECTION OF CALKINS, TOBEY AND MENDON
 OF2047'CENTER ROAD.
 OF2047'
 OF2047'23.5 FEET NORTHWEST OF CENTER OF MENDON CENTER ROAD.
 OF2047'
 OF2047'1.0 MILES SOUTHWEST OF STATION PITTSFORD 1969.
 OF2047'
 OF2047'34.1 FEET SOUTH OF SOUTH RANGE LINE OF HOUSE NO. 153.
 OF2047'
 OF2047'15.9 FEET SOUTH OF 3-INCH MAPLE.
 OF2047'
 OF2047'40.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 153.
 OF2047'
 OF2047'52.2 FEET SOUTHEAST OF SOUTHWEST CORNER OF HOUSE NO. 153.
 OF2047'
 OF2047'52.6 FEET NORTHWEST OF RG AND E POLE 19, RTC POLE 77.
 OF2047'
 OF2047'73.6 FEET NORTH OF HYDRANT.
 OF2047'
 OF2047'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2047'STAMPED 125-2 IN THE TOP OF A CONCRETE POST 1.2 FEET BELOW GRADE.
 OF2047
 OF2047                          STATION RECOVERY (1973)
 OF2047
 OF2047'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2047'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1974 ***********************************************************************
 PH1974  DESIGNATION -  125 IWC CARDINAL W BASE
 PH1974  PID         -  PH1974
 PH1974  STATE/COUNTY-  NY/ST LAWRENCE
 PH1974  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1974
 PH1974                         *CURRENT SURVEY CONTROL
 PH1974  ___________________________________________________________________
 PH1974* NAD 83(1996)-  44 48 05.62618(N)    075 21 34.04286(W)     ADJUSTED  
 PH1974* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1974  ___________________________________________________________________
 PH1974  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 PH1974  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 PH1974
 PH1974  HORZ ORDER  -  THIRD
 PH1974
 PH1974.The horizontal coordinates were established by classical geodetic methods
 PH1974.and adjusted by the National Geodetic Survey in January 1999..
 PH1974
 PH1974.The orthometric height was scaled from a topographic map.
 PH1974
 PH1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1974
 PH1974.The geoid height was determined by GEOID03.
 PH1974
 PH1974;                    North         East     Units Scale Factor Converg.
 PH1974;SPC NY E     -   663,183.482    82,007.865   MT  0.99995683   -0 36 20.3
 PH1974;SPC NY E     - 2,175,794.47    269,054.14   sFT  0.99995683   -0 36 20.3
 PH1974;UTM  18      - 4,960,969.768   471,571.721   MT  0.99960994   -0 15 11.9
 PH1974
 PH1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1974!SPC NY E     -   0.99999310  x   0.99995683  =   0.99994993
 PH1974!UTM  18      -   0.99999310  x   0.99960994  =   0.99960304
 PH1974
 PH1974:                Primary Azimuth Mark                     Grid Az
 PH1974:SPC NY E     -  CHANNEL LIGHT 115 IBC                    104 51 58.2
 PH1974:UTM  18      -  CHANNEL LIGHT 115 IBC                    104 30 49.8
 PH1974
 PH1974|---------------------------------------------------------------------|
 PH1974| PID    Reference Object                     Distance      Geod. Az  |
 PH1974|                                                           dddmmss.s |
 PH1974| PH1969 CHANNEL LIGHT 115 IBC               APPROX. 1.1 KM 1041537.9 |
 PH1974| PH1976 LALONE IBC                          APPROX. 2.7 KM 2042232.9 |
 PH1974|---------------------------------------------------------------------|
 PH1974
 PH1974                          SUPERSEDED SURVEY CONTROL
 PH1974
 PH1974  NAD 83(1986)-  44 48 05.63262(N)    075 21 34.04578(W) AD(       ) 3
 PH1974  NAD 27      -  44 48 05.40300(N)    075 21 35.27900(W) AD(       ) 3
 PH1974
 PH1974.Superseded values are not recommended for survey control.
 PH1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1974.See file dsdata.txt to determine how the superseded data were derived.
 PH1974
 PH1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7157260970(NAD 83)
 PH1974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1974+STABILITY: SURFACE MOTION
 PH1974
 PH1974  HISTORY     - Date     Condition        Report By
 PH1974  HISTORY     - 1912     MONUMENTED       IBWC
 PH1974  HISTORY     - 1957     MARK NOT FOUND   IBC
 PH1974  HISTORY     - 1959     GOOD             IBC
 PH1974
 PH1974                          STATION DESCRIPTION
 PH1974
 PH1974'DESCRIBED BY INT BDRY WTR COMM 1912
 PH1974'ABOUT 1-1/4 MILE DOWNSTREAM FROM CARDINAL, ON THE DYKE OF THE GALOP
 PH1974'CANAL BETWEEN THE CANAL AND THE ST LAWRENCE RIVER.  THE STATION IS
 PH1974'ABOUT 180 FEET EASTERLY OF WHERE THE DYKE WIDENS WEST OF THE STATION,
 PH1974'ABOUT 29 FEET FROM THE RIVER WATERS EDGE, AND ABOUT 23 FEET FROM THE
 PH1974'CANAL WATERS EDGE.
 PH1974'
 PH1974'STATION MARK--THE ORIGINAL STATION MARK WAS NOT DISTURBED.  IT
 PH1974'CONSISTED OF A BRONZE PLUG WITH A CENTER HOLE POST 12 INCHES SQUARE.
 PH1974'REFERENCE MARK 1 IS A STANDARD INTERNATIONAL BOUNDARY COMMISSION
 PH1974'BRONZE - DISK REFERENCE MARK SET IN A 6 - INCH CYLINDER OF CONCRETE
 PH1974'FLUSH WITH THE GROUND, AND TOWARDS THE CANAL FROM THE STATION, ABOUT
 PH1974'10 FEET FROM THE CANAL BANK.  REFERENCE MARK 2 IS A SIMILAR MARK
 PH1974'SET NORTHEASTERLY OF THE STATION, IN LINE WITH THE STATION AND THE
 PH1974'ELEVATOR IN CARDINAL, AND ABOUT 17 FEET FROM THE CANAL BANK.
 PH1974
 PH1974                          STATION RECOVERY (1957)
 PH1974
 PH1974'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH1974'STATION REPORTED LOST IN 1957
 PH1974
 PH1974                          STATION RECOVERY (1959)
 PH1974
 PH1974'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1974'A SURFACE MARK WAS ESTABLISHED IN 1959, CONSISTING OF A STANDARD
 PH1974'BRONZE - DISK STATION MARK SET IN A 6 - INCH CYLINDER OF CONCRETE
 PH1974'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0208 ***********************************************************************
 NB0208  DESIGNATION -  1251 S
 NB0208  PID         -  NB0208
 NB0208  STATE/COUNTY-  NY/ONONDAGA
 NB0208  USGS QUAD   -  TULLY (1955)
 NB0208
 NB0208                         *CURRENT SURVEY CONTROL
 NB0208  ___________________________________________________________________
 NB0208* NAD 83(1986)-  42 47 55.     (N)    076 06 35.     (W)     SCALED    
 NB0208* NAVD 88     -       381.488  (meters)    1251.60   (feet)  ADJUSTED  
 NB0208  ___________________________________________________________________
 NB0208  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NB0208  DYNAMIC HT  -         381.369 (meters)    1251.21  (feet)  COMP
 NB0208  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 NB0208
 NB0208  VERT ORDER  -  SECOND    CLASS 0
 NB0208
 NB0208.The horizontal coordinates were scaled from a topographic map and have
 NB0208.an estimated accuracy of +/- 6 seconds.
 NB0208
 NB0208.The orthometric height was determined by differential leveling
 NB0208.and adjusted by the National Geodetic Survey in June 1991..
 NB0208
 NB0208.The geoid height was determined by GEOID03.
 NB0208
 NB0208.The dynamic height is computed by dividing the NAVD 88
 NB0208.geopotential number by the normal gravity value computed on the
 NB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0208.degrees latitude (g = 980.6199 gals.).
 NB0208
 NB0208.The modeled gravity was interpolated from observed gravity values.
 NB0208
 NB0208;                    North         East    Units  Estimated Accuracy
 NB0208;SPC NY C     -   310,910.      288,740.      MT  (+/- 180 meters Scaled)
 NB0208
 NB0208                          SUPERSEDED SURVEY CONTROL
 NB0208
 NB0208  NGVD 29 (??/??/92)  381.610  (m)         1252.00   (f) ADJ UNCH    2 0
 NB0208
 NB0208.Superseded values are not recommended for survey control.
 NB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0208.See file dsdata.txt to determine how the superseded data were derived.
 NB0208
 NB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN092390(NAD 83)
 NB0208_MARKER: DD = SURVEY DISK
 NB0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0208_SP_SET: BUILDING
 NB0208_STAMPING: 1251 S
 NB0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0208
 NB0208  HISTORY     - Date     Condition        Report By
 NB0208  HISTORY     - UNK      MONUMENTED       USGS
 NB0208  HISTORY     - 1942     GOOD             NGS
 NB0208  HISTORY     - 19910329 GOOD             USPSQD
 NB0208
 NB0208                          STATION DESCRIPTION
 NB0208
 NB0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0208'AT TULLY.
 NB0208'AT TULLY, ONONDAGA COUNTY, ON MAIN STREET, 74.6 FEET NORTH OF THE
 NB0208'NORTHEAST CORNER OF THE POST
 NB0208'OFFICE, 60 FEET WEST OF THE CENTERLINE OF THE STREET, AT THE
 NB0208'SOUTHEAST CORNER OF A WHITE BRICK HOUSE OCCUPIED IN 1942 BY DR. M. S.
 NB0208'RICHARDS, IN THE EAST FRONT WALL, 17.5 FEET SOUTH OF THE CENTER OF
 NB0208'THE FRONT DOOR, AND 1.8 FEET ABOVE THE GROUND. A UNITED STATES
 NB0208'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1251 S AND SET VERTICALLY.
 NB0208
 NB0208                          STATION RECOVERY (1991)
 NB0208
 NB0208'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0460 ***********************************************************************
 PH0460  DESIGNATION -  1256
 PH0460  PID         -  PH0460
 PH0460  STATE/COUNTY-  NY/FRANKLIN
 PH0460  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0460
 PH0460                         *CURRENT SURVEY CONTROL
 PH0460  ___________________________________________________________________
 PH0460* NAD 83(1986)-  44 40 21.     (N)    074 32 26.     (W)     SCALED    
 PH0460* NAVD 88     -       382.974  (meters)    1256.47   (feet)  ADJUSTED  
 PH0460  ___________________________________________________________________
 PH0460  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PH0460  DYNAMIC HT  -         382.931 (meters)    1256.33  (feet)  COMP
 PH0460  MODELED GRAV-     980,493.6   (mgal)                       NAVD 88
 PH0460
 PH0460  VERT ORDER  -  FIRST     CLASS II
 PH0460
 PH0460.The horizontal coordinates were scaled from a topographic map and have
 PH0460.an estimated accuracy of +/- 6 seconds.
 PH0460
 PH0460.The orthometric height was determined by differential leveling
 PH0460.and adjusted by the National Geodetic Survey in June 1991..
 PH0460
 PH0460.The geoid height was determined by GEOID03.
 PH0460
 PH0460.The dynamic height is computed by dividing the NAVD 88
 PH0460.geopotential number by the normal gravity value computed on the
 PH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0460.degrees latitude (g = 980.6199 gals.).
 PH0460
 PH0460.The modeled gravity was interpolated from observed gravity values.
 PH0460
 PH0460;                    North         East    Units  Estimated Accuracy
 PH0460;SPC NY E     -   648,480.      146,780.      MT  (+/- 180 meters Scaled)
 PH0460
 PH0460                          SUPERSEDED SURVEY CONTROL
 PH0460
 PH0460  NGVD 29 (??/??/92)  383.061  (m)         1256.76   (f) ADJ UNCH    1 2
 PH0460
 PH0460.Superseded values are not recommended for survey control.
 PH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0460.See file dsdata.txt to determine how the superseded data were derived.
 PH0460
 PH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ364466(NAD 83)
 PH0460_MARKER: DD = SURVEY DISK
 PH0460_SETTING: 66 = SET IN ROCK OUTCROP
 PH0460_SP_SET: ROCK BOULDER
 PH0460_STAMPING: 1256 ALBANY
 PH0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0460+STABILITY: POSITION/ELEVATION WELL
 PH0460
 PH0460  HISTORY     - Date     Condition        Report By
 PH0460  HISTORY     - UNK      MONUMENTED       USGS
 PH0460  HISTORY     - 1975     GOOD             NGS
 PH0460
 PH0460                          STATION DESCRIPTION
 PH0460
 PH0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0460'0.40 MI SE FROM ST REGIS FALLS.
 PH0460'0.20 MILE SOUTH ALONG NORTH MAIN STREET FROM ST. REGIS FALLS CENTRAL
 PH0460'SCHOOL AT ST. REGIS FALLS, THENCE 0.20 MILE EAST ALONG NORTH RIVER
 PH0460'ROAD, IN THE TOP OF A 6 BY 9 FOOT ROCK BOULDER 20 FEET SOUTH OF THE
 PH0460'APPROXIMATE CENTER OF THE ROAD, 66 FEET SOUTHWEST OF POWER POLE NO. 2
 PH0460'1/2-4, 5.4 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 3 FEET ABOVE
 PH0460'THE LEVEL OF THE ROAD.  NOTE--THE FIELD PARTY OF 1942 AND 1975
 PH0460'REPORTED THAT THE DISK WAS DEFACED AND PARTLY CHISELED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0901 ***********************************************************************
 NA0901  DESIGNATION -  1257
 NA0901  PID         -  NA0901
 NA0901  STATE/COUNTY-  NY/OTSEGO
 NA0901  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA0901
 NA0901                         *CURRENT SURVEY CONTROL
 NA0901  ___________________________________________________________________
 NA0901* NAD 83(1986)-  42 49 43.     (N)    074 52 39.     (W)     SCALED    
 NA0901* NAVD 88     -       383.124  (meters)    1256.97   (feet)  ADJUSTED  
 NA0901  ___________________________________________________________________
 NA0901  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NA0901  DYNAMIC HT  -         382.999 (meters)    1256.56  (feet)  COMP
 NA0901  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NA0901
 NA0901  VERT ORDER  -  SECOND    CLASS II
 NA0901
 NA0901.The horizontal coordinates were scaled from a topographic map and have
 NA0901.an estimated accuracy of +/- 6 seconds.
 NA0901
 NA0901.The orthometric height was determined by differential leveling
 NA0901.and adjusted by the National Geodetic Survey in April 2005..
 NA0901.No vertical observational check was made to the station.
 NA0901
 NA0901.The geoid height was determined by GEOID03.
 NA0901
 NA0901.The dynamic height is computed by dividing the NAVD 88
 NA0901.geopotential number by the normal gravity value computed on the
 NA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0901.degrees latitude (g = 980.6199 gals.).
 NA0901
 NA0901.The modeled gravity was interpolated from observed gravity values.
 NA0901
 NA0901;                    North         East    Units  Estimated Accuracy
 NA0901;SPC NY E     -   443,700.      119,140.      MT  (+/- 180 meters Scaled)
 NA0901
 NA0901                          SUPERSEDED SURVEY CONTROL
 NA0901
 NA0901  NAVD 88 (06/15/91)  383.144  (m)         1257.03   (f) UNKNOWN     2 0
 NA0901  NGVD 29 (??/??/92)  383.292  (m)         1257.52   (f) ADJ UNCH    2 0
 NA0901
 NA0901.Superseded values are not recommended for survey control.
 NA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0901.See file dsdata.txt to determine how the superseded data were derived.
 NA0901
 NA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN100417(NAD 83)
 NA0901_MARKER: DB = BENCH MARK DISK
 NA0901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA0901_SP_SET: HEADWALL
 NA0901_STAMPING: 1257 ALBANY
 NA0901_MARK LOGO: USGS  
 NA0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0901+STABILITY: SURFACE MOTION
 NA0901
 NA0901  HISTORY     - Date     Condition        Report By
 NA0901  HISTORY     - UNK      MONUMENTED       USGS
 NA0901  HISTORY     - 1942     GOOD             NGS
 NA0901  HISTORY     - 20040525 GOOD             TVGA
 NA0901
 NA0901                          STATION DESCRIPTION
 NA0901
 NA0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0901'AT SPRINGFIELD CENTER.
 NA0901'AT THE BAPTIST CHURCH IN SPRINGFIELD CENTER.  A U.S.G.S. DISK, SET
 NA0901'VERTICALLY, IN THE NORTH FOUNDATION WALL, 1.6 FEET ABOVE THE GROUND,
 NA0901'AND ABOUT MIDWAY BETWEEN THE TWO ENTRANCE DOORS.
 NA0901
 NA0901                          STATION RECOVERY (2004)
 NA0901
 NA0901'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (GJB)
 NA0901'RECOVEFRED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0583 ***********************************************************************
 NC0583  DESIGNATION -  1258 D
 NC0583  PID         -  NC0583
 NC0583  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0583  USGS QUAD   -  JAMESTOWN (1979)
 NC0583
 NC0583                         *CURRENT SURVEY CONTROL
 NC0583  ___________________________________________________________________
 NC0583* NAD 83(1986)-  42 07 06.     (N)    079 11 40.     (W)     SCALED    
 NC0583* NAVD 88     -       383.083  (meters)    1256.83   (feet)  ADJUSTED  
 NC0583  ___________________________________________________________________
 NC0583  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NC0583  DYNAMIC HT  -         382.939 (meters)    1256.36  (feet)  COMP
 NC0583  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 NC0583
 NC0583  VERT ORDER  -  SECOND    CLASS 0
 NC0583
 NC0583.The horizontal coordinates were scaled from a topographic map and have
 NC0583.an estimated accuracy of +/- 6 seconds.
 NC0583
 NC0583.The orthometric height was determined by differential leveling
 NC0583.and adjusted by the National Geodetic Survey in June 1991..
 NC0583
 NC0583.The geoid height was determined by GEOID03.
 NC0583
 NC0583.The dynamic height is computed by dividing the NAVD 88
 NC0583.geopotential number by the normal gravity value computed on the
 NC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0583.degrees latitude (g = 980.6199 gals.).
 NC0583
 NC0583.The modeled gravity was interpolated from observed gravity values.
 NC0583
 NC0583;                    North         East    Units  Estimated Accuracy
 NC0583;SPC NY W     -   235,420.      299,470.      MT  (+/- 180 meters Scaled)
 NC0583
 NC0583                          SUPERSEDED SURVEY CONTROL
 NC0583
 NC0583  NGVD 29 (??/??/92)  383.246  (m)         1257.37   (f) ADJ UNCH    2 0
 NC0583
 NC0583.Superseded values are not recommended for survey control.
 NC0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0583.See file dsdata.txt to determine how the superseded data were derived.
 NC0583
 NC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG492644(NAD 83)
 NC0583_MARKER: DD = SURVEY DISK
 NC0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0583_SP_SET: BRIDGE
 NC0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0583
 NC0583  HISTORY     - Date     Condition        Report By
 NC0583  HISTORY     - UNK      MONUMENTED       USGS
 NC0583  HISTORY     - 1935     GOOD             NGS
 NC0583  HISTORY     - 1944     GOOD             LOCENG
 NC0583  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 NC0583
 NC0583                          STATION DESCRIPTION
 NC0583
 NC0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0583'IN FALCONER.
 NC0583'AT FALCONER ON N.Y.C.R.R. (WARREN BRANCH) 490 FEET SOUTH OF STATION ON
 NC0583'BRIDGE NO. 32/47 (80-FOOT SPAN GIRDER) ON NORTH ABUTMENT, EAST SIDE 6
 NC0583'FEET EAST OF EAST RAIL 1 FOOT BELOW TOP OF RAIL.
 NC0583
 NC0583                          STATION RECOVERY (1944)
 NC0583
 NC0583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 NC0583'RECOVERED IN GOOD CONDITION.
 NC0583
 NC0583                          STATION RECOVERY (2004)
 NC0583
 NC0583'RECOVERY NOTE BY GEOCACHING 2004 (LJS)
 NC0583'THE RAILROAD BRIDGE REFERENCED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NC0583'REMOVED. THE RAILS HAVE BEEN  GONE FOR SEVERAL YEARS. THE NORTH
 NC0583'ABUTMENT ON WHICH THE BENCHMARK WAS LOCATED HAS BEEN REMOVED AND HAS
 NC0583'BEEN REPLACED WITH A CANOE LAUNCH. THE SOUTH ABUTMENT IS STILL INTACT.
 NC0583' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0866 ***********************************************************************
 NB0866  DESIGNATION -  126
 NB0866  PID         -  NB0866
 NB0866  STATE/COUNTY-  NY/ONTARIO
 NB0866  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0866
 NB0866                         *CURRENT SURVEY CONTROL
 NB0866  ___________________________________________________________________
 NB0866* NAD 83(1986)-  42 52 37.     (N)    077 11 45.     (W)     SCALED    
 NB0866* NAVD 88     -       251.193  (meters)     824.12   (feet)  ADJUSTED  
 NB0866  ___________________________________________________________________
 NB0866  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NB0866  DYNAMIC HT  -         251.120 (meters)     823.88  (feet)  COMP
 NB0866  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 NB0866
 NB0866  VERT ORDER  -  SECOND    CLASS 0
 NB0866
 NB0866.The horizontal coordinates were scaled from a topographic map and have
 NB0866.an estimated accuracy of +/- 6 seconds.
 NB0866
 NB0866.The orthometric height was determined by differential leveling
 NB0866.and adjusted by the National Geodetic Survey in June 1991..
 NB0866
 NB0866.The geoid height was determined by GEOID03.
 NB0866
 NB0866.The dynamic height is computed by dividing the NAVD 88
 NB0866.geopotential number by the normal gravity value computed on the
 NB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0866.degrees latitude (g = 980.6199 gals.).
 NB0866
 NB0866.The modeled gravity was interpolated from observed gravity values.
 NB0866
 NB0866;                    North         East    Units  Estimated Accuracy
 NB0866;SPC NY C     -   319,680.      199,960.      MT  (+/- 180 meters Scaled)
 NB0866
 NB0866                          SUPERSEDED SURVEY CONTROL
 NB0866
 NB0866  NGVD 29 (??/??/92)  251.336  (m)          824.59   (f) ADJ UNCH    2 0
 NB0866
 NB0866.Superseded values are not recommended for survey control.
 NB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0866.See file dsdata.txt to determine how the superseded data were derived.
 NB0866
 NB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN206494(NAD 83)
 NB0866_MARKER: B = BOLT
 NB0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0866_SP_SET: CULVERT
 NB0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0866
 NB0866  HISTORY     - Date     Condition        Report By
 NB0866  HISTORY     - UNK      MONUMENTED       PRR
 NB0866  HISTORY     - 1935     GOOD             NGS
 NB0866  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0866  HISTORY     - 20060124 POOR             GEOCAC
 NB0866
 NB0866                          STATION DESCRIPTION
 NB0866
 NB0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0866'2.5 MI NW FROM ALOQUIN.
 NB0866'IS LOCATED 2.5 MILES NORTHWEST OF THE STATION AT ALOQUIN. 0.9
 NB0866'MILE WEST OF ENNERDALE SIDING. 37 FT. EAST OF A FARM ROAD CROSSING.
 NB0866'7.2 FT. SOUTH OF SOUTH RAIL OF TRACK. IN TOP OF SOUTH STONE HEADWALL
 NB0866'OF 2 FT. PIPE CULVERT UNDER TRACKS.
 NB0866
 NB0866                          STATION RECOVERY (1988)
 NB0866
 NB0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0866'MARK NOT FOUND.
 NB0866
 NB0866                          STATION RECOVERY (2006)
 NB0866
 NB0866'RECOVERY NOTE BY GEOCACHING 2006
 NB0866'RAILROAD BED IS NOW A HIKING TRAIL. BOLT IS PRESENT IN GOOD CONDITION
 NB0866'NEXT TO A CUT SQUARE AND TEXT 'B.M. 126'. CONDITION OF HEADWALL IS
 NB0866'POOR. THE STONE APPEARS TO HAVE BEEN HORIZONTALLY DISPLACED BY THE
 NB0866'GROWTH OF A SMALL TREE IN THE HEADWALL. ELEVATION MAY NOT HAVE BEEN
 NB0866'AFFECTED, BUT SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0445 ***********************************************************************
 KV0445  DESIGNATION -  126 NYBE+A
 KV0445  PID         -  KV0445
 KV0445  STATE/COUNTY-  NY/RICHMOND
 KV0445  USGS QUAD   -  ELIZABETH (1995)
 KV0445
 KV0445                         *CURRENT SURVEY CONTROL
 KV0445  ___________________________________________________________________
 KV0445* NAD 83(1986)-  40 38 15.     (N)    074 08 52.     (W)     SCALED    
 KV0445* NAVD 88     -         4.027  (meters)      13.21   (feet)  ADJUSTED  
 KV0445  ___________________________________________________________________
 KV0445  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0445  DYNAMIC HT  -           4.025 (meters)      13.21  (feet)  COMP
 KV0445  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 KV0445
 KV0445  VERT ORDER  -  FIRST     CLASS II
 KV0445
 KV0445.The horizontal coordinates were scaled from a topographic map and have
 KV0445.an estimated accuracy of +/- 6 seconds.
 KV0445
 KV0445.The orthometric height was determined by differential leveling
 KV0445.and adjusted by the National Geodetic Survey in June 1991..
 KV0445
 KV0445.The geoid height was determined by GEOID03.
 KV0445
 KV0445.The dynamic height is computed by dividing the NAVD 88
 KV0445.geopotential number by the normal gravity value computed on the
 KV0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0445.degrees latitude (g = 980.6199 gals.).
 KV0445
 KV0445.The modeled gravity was interpolated from observed gravity values.
 KV0445
 KV0445;                    North         East    Units  Estimated Accuracy
 KV0445;SPC NY L     -    52,290.      287,500.      MT  (+/- 180 meters Scaled)
 KV0445
 KV0445                          SUPERSEDED SURVEY CONTROL
 KV0445
 KV0445  NGVD 29 (04/16/92)    4.361  (m)           14.31   (f) ADJUSTED    1 2
 KV0445
 KV0445.Superseded values are not recommended for survey control.
 KV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0445.See file dsdata.txt to determine how the superseded data were derived.
 KV0445
 KV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK720988(NAD 83)
 KV0445_MARKER: Q = CHISELED SQUARE
 KV0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0445_SP_SET: STONE SILL
 KV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0445+STABILITY: SURFACE MOTION
 KV0445
 KV0445  HISTORY     - Date     Condition        Report By
 KV0445  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0445  HISTORY     - 1952     GOOD             CGS
 KV0445  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0445
 KV0445                          STATION DESCRIPTION
 KV0445
 KV0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0445'AT STATEN ISLAND.
 KV0445'ON STATEN ISLAND, AT ELMPARK, AT THE JUNCTION OF RICHMOND TERRACE AND
 KV0445'GRANITE STREET, ON THE NORTH SIDE OF RICHMOND TERRACE, AN OUTLINE
 KV0445'SQUARE IN THE TOP OF THE WEST END OF STONE SILL AT THE EAST ONE OF A
 KV0445'GROUP OF WINDOWS ON SOUTH SIDE OF STANDARD-TOCH CHEMICAL COMPANY
 KV0445'BUILDING, 1/2 FOOT EAST OF WEST END OF SILL, ABOUT 20 YARDS WEST
 KV0445'OF EXTENDED CENTER LINE OF GRANITE STREET AND ABOUT 3 1/2 FEET
 KV0445'ABOVE LEVEL OF SIDE WALK.
 KV0445
 KV0445                          STATION RECOVERY (1985)
 KV0445
 KV0445'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0587 ***********************************************************************
 OE0587  DESIGNATION -  1260
 OE0587  PID         -  OE0587
 OE0587  STATE/COUNTY-  NY/LEWIS
 OE0587  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE0587
 OE0587                         *CURRENT SURVEY CONTROL
 OE0587  ___________________________________________________________________
 OE0587* NAD 83(1986)-  43 34 00.     (N)    075 25 40.     (W)     SCALED    
 OE0587* NAVD 88     -       383.990  (meters)    1259.81   (feet)  ADJUSTED  
 OE0587  ___________________________________________________________________
 OE0587  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 OE0587  DYNAMIC HT  -         383.888 (meters)    1259.47  (feet)  COMP
 OE0587  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 OE0587
 OE0587  VERT ORDER  -  SECOND    CLASS 0
 OE0587
 OE0587.The horizontal coordinates were scaled from a topographic map and have
 OE0587.an estimated accuracy of +/- 6 seconds.
 OE0587
 OE0587.The orthometric height was determined by differential leveling
 OE0587.and adjusted by the National Geodetic Survey in June 1991..
 OE0587
 OE0587.The geoid height was determined by GEOID03.
 OE0587
 OE0587.The dynamic height is computed by dividing the NAVD 88
 OE0587.geopotential number by the normal gravity value computed on the
 OE0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0587.degrees latitude (g = 980.6199 gals.).
 OE0587
 OE0587.The modeled gravity was interpolated from observed gravity values.
 OE0587
 OE0587;                    North         East    Units  Estimated Accuracy
 OE0587;SPC NY C     -   396,770.      343,350.      MT  (+/- 180 meters Scaled)
 OE0587
 OE0587                          SUPERSEDED SURVEY CONTROL
 OE0587
 OE0587  NGVD 29 (??/??/92)  384.091  (m)         1260.14   (f) ADJ UNCH    2 0
 OE0587
 OE0587.Superseded values are not recommended for survey control.
 OE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0587.See file dsdata.txt to determine how the superseded data were derived.
 OE0587
 OE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP654238(NAD 83)
 OE0587_MARKER: DD = SURVEY DISK
 OE0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0587_SP_SET: WATER TABLE
 OE0587_STAMPING: 1260 1903 ADJ
 OE0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0587
 OE0587  HISTORY     - Date     Condition        Report By
 OE0587  HISTORY     - 1903     MONUMENTED       USGS
 OE0587  HISTORY     - 1942     GOOD             NGS
 OE0587  HISTORY     - 19950529 GOOD             USPSQD
 OE0587  HISTORY     - 19970619 GOOD             USPSQD
 OE0587  HISTORY     - 19990618 GOOD             USPSQD
 OE0587
 OE0587                          STATION DESCRIPTION
 OE0587
 OE0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0587'IN CONSTABLEVILLE.
 OE0587'AT CONSTABLEVILLE, LEWIS COUNTY, AT THE CATHOLIC CHURCH, AT THE SOUTH
 OE0587'FACE, IN THE STONE WATER TABLE AT THE SOUTHEAST CORNER, AND ABOUT 1.4
 OE0587'FEET HIGHER THAN THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 OE0587'STANDARD DISK, STAMPED 1260 1903 ADJ AND SET VERTICALLY.
 OE0587
 OE0587                          STATION RECOVERY (1995)
 OE0587
 OE0587'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE0587'RECOVERED IN GOOD CONDITION.
 OE0587
 OE0587                          STATION RECOVERY (1997)
 OE0587
 OE0587'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE0587'RECOVERED IN GOOD CONDITION.
 OE0587
 OE0587                          STATION RECOVERY (1999)
 OE0587
 OE0587'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0156 ***********************************************************************
 NC0156  DESIGNATION -  1261 D
 NC0156  PID         -  NC0156
 NC0156  STATE/COUNTY-  NY/CATTARAUGUS
 NC0156  USGS QUAD   -  GOWANDA (1976)
 NC0156
 NC0156                         *CURRENT SURVEY CONTROL
 NC0156  ___________________________________________________________________
 NC0156* NAD 83(1986)-  42 27 23.     (N)    078 59 51.     (W)     SCALED    
 NC0156* NAVD 88     -       384.568  (meters)    1261.70   (feet)  ADJUSTED  
 NC0156  ___________________________________________________________________
 NC0156  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NC0156  DYNAMIC HT  -         384.438 (meters)    1261.28  (feet)  COMP
 NC0156  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 NC0156
 NC0156  VERT ORDER  -  FIRST     CLASS II
 NC0156
 NC0156.The horizontal coordinates were scaled from a topographic map and have
 NC0156.an estimated accuracy of +/- 6 seconds.
 NC0156
 NC0156.The orthometric height was determined by differential leveling
 NC0156.and adjusted by the National Geodetic Survey in November 1993..
 NC0156
 NC0156.The geoid height was determined by GEOID03.
 NC0156
 NC0156.The dynamic height is computed by dividing the NAVD 88
 NC0156.geopotential number by the normal gravity value computed on the
 NC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0156.degrees latitude (g = 980.6199 gals.).
 NC0156
 NC0156.The modeled gravity was interpolated from observed gravity values.
 NC0156
 NC0156;                    North         East    Units  Estimated Accuracy
 NC0156;SPC NY W     -   272,870.      315,930.      MT  (+/- 180 meters Scaled)
 NC0156
 NC0156                          SUPERSEDED SURVEY CONTROL
 NC0156
 NC0156  NAVD 88 (06/15/91)  384.544  (m)         1261.62   (f) UNKNOWN     1 2
 NC0156  NGVD 29 (??/??/92)  384.702  (m)         1262.14   (f) ADJ UNCH    1 2
 NC0156
 NC0156.Superseded values are not recommended for survey control.
 NC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0156.See file dsdata.txt to determine how the superseded data were derived.
 NC0156
 NC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH646023(NAD 83)
 NC0156_MARKER: DB = BENCH MARK DISK
 NC0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0156_SP_SET: CULVERT
 NC0156_STAMPING: 1261 D
 NC0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0156
 NC0156  HISTORY     - Date     Condition        Report By
 NC0156  HISTORY     - UNK      MONUMENTED       USGS
 NC0156  HISTORY     - 1936     GOOD             NGS
 NC0156  HISTORY     - 20030820 MARK NOT FOUND   USPSQD
 NC0156  HISTORY     - 20060807 MARK NOT FOUND   NYDT
 NC0156
 NC0156                          STATION DESCRIPTION
 NC0156
 NC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0156'IN PERRYSBURG.
 NC0156'AT PERRYSBURG, CATTARAUGUS COUNTY, ON THE ERIE RAILROAD.  126 YARDS
 NC0156'EAST OF THE TICKET-OFFICE WINDOW AT THE STATION, 0.4 MILE WEST OF
 NC0156'MILEPOST 440, 57 YARDS WEST OF THE CROSSING OF STATE HIGHWAY 39, AT
 NC0156'CULVERT 440.38, IN THE SOUTH FACE OF THE SOUTH HEADWALL, 9.8 FEET
 NC0156'SOUTH OF THE SOUTH RAIL, AND 3 FEET BELOW THE TOP OF THE HEADWALL. A
 NC0156'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1261 D AND SET
 NC0156'VERTICALLY.
 NC0156
 NC0156                          STATION RECOVERY (2003)
 NC0156
 NC0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0156'DISK MISSING. HOLE IN PLACE.
 NC0156' 
 NC0156' 
 NC0156' 
 NC0156
 NC0156                          STATION RECOVERY (2006)
 NC0156
 NC0156'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (GLE)
 NC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0877 ***********************************************************************
 NA0877  DESIGNATION -  1264 A
 NA0877  PID         -  NA0877
 NA0877  STATE/COUNTY-  NY/OTSEGO
 NA0877  USGS QUAD   -  COOPERSTOWN (1994)
 NA0877
 NA0877                         *CURRENT SURVEY CONTROL
 NA0877  ___________________________________________________________________
 NA0877* NAD 83(1986)-  42 42 04.     (N)    074 55 46.     (W)     SCALED    
 NA0877* NAVD 88     -       385.282  (meters)    1264.05   (feet)  ADJUSTED  
 NA0877  ___________________________________________________________________
 NA0877  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NA0877  DYNAMIC HT  -         385.150 (meters)    1263.61  (feet)  COMP
 NA0877  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 NA0877
 NA0877  VERT ORDER  -  SECOND    CLASS 0
 NA0877
 NA0877.The horizontal coordinates were scaled from a topographic map and have
 NA0877.an estimated accuracy of +/- 6 seconds.
 NA0877
 NA0877.The orthometric height was determined by differential leveling
 NA0877.and adjusted by the National Geodetic Survey in June 1991..
 NA0877
 NA0877.The geoid height was determined by GEOID03.
 NA0877
 NA0877.The dynamic height is computed by dividing the NAVD 88
 NA0877.geopotential number by the normal gravity value computed on the
 NA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0877.degrees latitude (g = 980.6199 gals.).
 NA0877
 NA0877.The modeled gravity was interpolated from observed gravity values.
 NA0877
 NA0877;                    North         East    Units  Estimated Accuracy
 NA0877;SPC NY E     -   429,560.      114,820.      MT  (+/- 180 meters Scaled)
 NA0877
 NA0877                          SUPERSEDED SURVEY CONTROL
 NA0877
 NA0877  NGVD 29 (??/??/92)  385.414  (m)         1264.48   (f) ADJ UNCH    2 0
 NA0877
 NA0877.Superseded values are not recommended for survey control.
 NA0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0877.See file dsdata.txt to determine how the superseded data were derived.
 NA0877
 NA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN057276(NAD 83)
 NA0877_MARKER: DD = SURVEY DISK
 NA0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0877_SP_SET: WALL
 NA0877_STAMPING: 1264 ALBANY
 NA0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0877+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 NA0877
 NA0877  HISTORY     - Date     Condition        Report By
 NA0877  HISTORY     - UNK      MONUMENTED       USGS
 NA0877  HISTORY     - 1942     GOOD             NGS
 NA0877  HISTORY     - 20031129 GOOD             USPSQD
 NA0877
 NA0877                          STATION DESCRIPTION
 NA0877
 NA0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0877'AT COOPERSTOWN.
 NA0877'AT COOPERSTOWN, OTSEGO COUNTY, AT THE COUNTY COURTHOUSE, IN THE NORTH
 NA0877'FOUNDATION WALL, 24 FEET WEST OF THE CENTER OF THE MAIN ENTRANCE, 6
 NA0877'FEET EAST OF THE NORTHWEST CORNER, ABOUT 69 YARDS SOUTH OF THE
 NA0877'CENTERLINE OF MAIN STREET, AND ABOUT 1-1/2 FEET ABOVE THE GROUND.  A
 NA0877'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1264 ALBANY
 NA0877'AND SET VERTICALLY.
 NA0877
 NA0877                          STATION RECOVERY (2003)
 NA0877
 NA0877'RECOVERY NOTE BY US POWER SQUADRON 2003
 NA0877'MARK ON WALL OF COURTHOUSE (DD)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1328 ***********************************************************************
 OE1328  DESIGNATION -  1269
 OE1328  PID         -  OE1328
 OE1328  STATE/COUNTY-  NY/OSWEGO
 OE1328  USGS QUAD   -  BOYLSTON CENTER (1980)
 OE1328
 OE1328                         *CURRENT SURVEY CONTROL
 OE1328  ___________________________________________________________________
 OE1328* NAD 83(1986)-  43 38 45.     (N)    075 53 31.     (W)     SCALED    
 OE1328* NAVD 88     -       386.607  (meters)    1268.39   (feet)  ADJUSTED  
 OE1328  ___________________________________________________________________
 OE1328  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 OE1328  DYNAMIC HT  -         386.511 (meters)    1268.08  (feet)  COMP
 OE1328  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 OE1328
 OE1328  VERT ORDER  -  SECOND    CLASS 0
 OE1328
 OE1328.The horizontal coordinates were scaled from a topographic map and have
 OE1328.an estimated accuracy of +/- 6 seconds.
 OE1328
 OE1328.The orthometric height was determined by differential leveling
 OE1328.and adjusted by the National Geodetic Survey in June 1991..
 OE1328
 OE1328.The geoid height was determined by GEOID03.
 OE1328
 OE1328.The dynamic height is computed by dividing the NAVD 88
 OE1328.geopotential number by the normal gravity value computed on the
 OE1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1328.degrees latitude (g = 980.6199 gals.).
 OE1328
 OE1328.The modeled gravity was interpolated from observed gravity values.
 OE1328
 OE1328;                    North         East    Units  Estimated Accuracy
 OE1328;SPC NY C     -   405,150.      305,780.      MT  (+/- 180 meters Scaled)
 OE1328
 OE1328                          SUPERSEDED SURVEY CONTROL
 OE1328
 OE1328  NGVD 29 (??/??/92)  386.720  (m)         1268.76   (f) ADJ UNCH    2 0
 OE1328
 OE1328.Superseded values are not recommended for survey control.
 OE1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1328.See file dsdata.txt to determine how the superseded data were derived.
 OE1328
 OE1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP280329(NAD 83)
 OE1328_MARKER: DD = SURVEY DISK
 OE1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1328_SP_SET: CULVERT
 OE1328_STAMPING: 1269 ALBANY 1902
 OE1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1328
 OE1328  HISTORY     - Date     Condition        Report By
 OE1328  HISTORY     - 1902     MONUMENTED       USGS
 OE1328  HISTORY     - 1942     GOOD             NGS
 OE1328
 OE1328                          STATION DESCRIPTION
 OE1328
 OE1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1328'9.2 MI NW FROM REDFIELD.
 OE1328'TO REACH FROM THE U.S. POST OFFICE AT REDFIELD-- PROCEED NORTHWESTERLY
 OE1328'ALONG COUNTY ROAD LEADING TO LORRAINE 9.2 MILES TO THE SITE OF THE
 OE1328'BENCH MARK. BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF T-ROAD LEADING
 OE1328'EAST TO FIRE TOWER AND ABOUT 120.0 FEET WEST OF AN ABANDONED FRAME
 OE1328'BUILDING THAT WAS THE HOTEL AND POST OFFICE OF GREENBORO.  IT IS SET
 OE1328'VERTICALLY IN THE NORTHWEST WINGWALL AT THE NORTHEAST END OF THE
 OE1328'CONCRETE ROAD CULVERT, 19.5 FEET NORTHEAST OF AND ABOUT 4.8 FEET BELOW
 OE1328'THE CENTER LINE OF THE ROAD.  A USGS DISK RESET JUNE 16, 1934 WHEN
 OE1328'CULVERT WAS CONSTRUCTED. STAMPED 1269 ALBANY 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0865 ***********************************************************************
 NB0865  DESIGNATION -  127
 NB0865  PID         -  NB0865
 NB0865  STATE/COUNTY-  NY/ONTARIO
 NB0865  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0865
 NB0865                         *CURRENT SURVEY CONTROL
 NB0865  ___________________________________________________________________
 NB0865* NAD 83(1986)-  42 52 33.     (N)    077 12 19.     (W)     SCALED    
 NB0865* NAVD 88     -       245.413  (meters)     805.16   (feet)  ADJUSTED  
 NB0865  ___________________________________________________________________
 NB0865  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NB0865  DYNAMIC HT  -         245.342 (meters)     804.93  (feet)  COMP
 NB0865  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 NB0865
 NB0865  VERT ORDER  -  SECOND    CLASS 0
 NB0865
 NB0865.The horizontal coordinates were scaled from a topographic map and have
 NB0865.an estimated accuracy of +/- 6 seconds.
 NB0865
 NB0865.The orthometric height was determined by differential leveling
 NB0865.and adjusted by the National Geodetic Survey in June 1991..
 NB0865
 NB0865.The geoid height was determined by GEOID03.
 NB0865
 NB0865.The dynamic height is computed by dividing the NAVD 88
 NB0865.geopotential number by the normal gravity value computed on the
 NB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0865.degrees latitude (g = 980.6199 gals.).
 NB0865
 NB0865.The modeled gravity was interpolated from observed gravity values.
 NB0865
 NB0865;                    North         East    Units  Estimated Accuracy
 NB0865;SPC NY C     -   319,570.      199,190.      MT  (+/- 180 meters Scaled)
 NB0865
 NB0865                          SUPERSEDED SURVEY CONTROL
 NB0865
 NB0865  NGVD 29 (??/??/92)  245.559  (m)          805.64   (f) ADJ UNCH    2 0
 NB0865
 NB0865.Superseded values are not recommended for survey control.
 NB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0865.See file dsdata.txt to determine how the superseded data were derived.
 NB0865
 NB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN198493(NAD 83)
 NB0865_MARKER: B = BOLT
 NB0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0865_SP_SET: CULVERT
 NB0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0865
 NB0865  HISTORY     - Date     Condition        Report By
 NB0865  HISTORY     - UNK      MONUMENTED       PRR
 NB0865  HISTORY     - 1935     GOOD             NGS
 NB0865  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0865  HISTORY     - 20060123 GOOD             GEOCAC
 NB0865
 NB0865                          STATION DESCRIPTION
 NB0865
 NB0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0865'3 MI NW FROM ALOQUIN.
 NB0865'IS LOCATED 3 MILES NORTHWEST OF THE RY. STATION. 80 FT. WEST OF
 NB0865'MILE POST NO. 59. SET IN TOP OF EAST END OF SOUTH STONE HEADWALL
 NB0865'OF A 3 FT. PIPE CULVERT UNDER TRACK. 9 FT. SOUTH OF SOUTH RAIL.
 NB0865
 NB0865                          STATION RECOVERY (1988)
 NB0865
 NB0865'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0865'MARK NOT FOUND.
 NB0865
 NB0865                          STATION RECOVERY (2006)
 NB0865
 NB0865'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0865'RAILROAD BED IS NOW A HIKING TRAIL. MILE POST NO. 59 IS STILL PRESENT
 NB0865'AND CLEARLY MARKED. BOLT IS 18 INCHES FROM THE EAST FACE AND 7 INCHES
 NB0865'FROM THE SOUTH FACE OF THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0028 ***********************************************************************
 PH0028  DESIGNATION -  1270
 PH0028  PID         -  PH0028
 PH0028  STATE/COUNTY-  NY/FRANKLIN
 PH0028  USGS QUAD   -  CHASM FALLS (1980)
 PH0028
 PH0028                         *CURRENT SURVEY CONTROL
 PH0028  ___________________________________________________________________
 PH0028* NAD 83(1986)-  44 46 17.     (N)    074 13 07.     (W)     SCALED    
 PH0028* NAVD 88     -       386.859  (meters)    1269.22   (feet)  ADJUSTED  
 PH0028  ___________________________________________________________________
 PH0028  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 PH0028  DYNAMIC HT  -         386.823 (meters)    1269.10  (feet)  COMP
 PH0028  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 PH0028
 PH0028  VERT ORDER  -  FIRST     CLASS II
 PH0028
 PH0028.The horizontal coordinates were scaled from a topographic map and have
 PH0028.an estimated accuracy of +/- 6 seconds.
 PH0028
 PH0028.The orthometric height was determined by differential leveling
 PH0028.and adjusted by the National Geodetic Survey in June 1991..
 PH0028
 PH0028.The geoid height was determined by GEOID03.
 PH0028
 PH0028.The dynamic height is computed by dividing the NAVD 88
 PH0028.geopotential number by the normal gravity value computed on the
 PH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0028.degrees latitude (g = 980.6199 gals.).
 PH0028
 PH0028.The modeled gravity was interpolated from observed gravity values.
 PH0028
 PH0028;                    North         East    Units  Estimated Accuracy
 PH0028;SPC NY E     -   659,510.      172,270.      MT  (+/- 180 meters Scaled)
 PH0028
 PH0028                          SUPERSEDED SURVEY CONTROL
 PH0028
 PH0028  NGVD 29 (??/??/92)  386.914  (m)         1269.40   (f) ADJ UNCH    1 2
 PH0028
 PH0028.Superseded values are not recommended for survey control.
 PH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0028.See file dsdata.txt to determine how the superseded data were derived.
 PH0028
 PH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ618578(NAD 83)
 PH0028_MARKER: DD = SURVEY DISK
 PH0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0028_SP_SET: BRIDGE
 PH0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0028
 PH0028  HISTORY     - Date     Condition        Report By
 PH0028  HISTORY     - UNK      MONUMENTED       USGS
 PH0028  HISTORY     - 1931     GOOD             NGS
 PH0028
 PH0028                          STATION DESCRIPTION
 PH0028
 PH0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0028'1.09 MI N FROM CHASM FALLS.
 PH0028'IN THE NORTHEAST WING WALL OF CONCRETE BRIDGE M-113 OF THE NEW YORK
 PH0028'CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0756 ***********************************************************************
 NA0756  DESIGNATION -  1272 A
 NA0756  PID         -  NA0756
 NA0756  STATE/COUNTY-  NY/OTSEGO
 NA0756  USGS QUAD   -  SCHENEVUS (1994)
 NA0756
 NA0756                         *CURRENT SURVEY CONTROL
 NA0756  ___________________________________________________________________
 NA0756* NAD 83(1986)-  42 32 44.     (N)    074 49 03.     (W)     SCALED    
 NA0756* NAVD 88     -       387.417  (meters)    1271.05   (feet)  ADJUSTED  
 NA0756  ___________________________________________________________________
 NA0756  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NA0756  DYNAMIC HT  -         387.273 (meters)    1270.58  (feet)  COMP
 NA0756  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 NA0756
 NA0756  VERT ORDER  -  FIRST     CLASS II
 NA0756
 NA0756.The horizontal coordinates were scaled from a topographic map and have
 NA0756.an estimated accuracy of +/- 6 seconds.
 NA0756
 NA0756.The orthometric height was determined by differential leveling
 NA0756.and adjusted by the National Geodetic Survey in June 1991..
 NA0756
 NA0756.The geoid height was determined by GEOID03.
 NA0756
 NA0756.The dynamic height is computed by dividing the NAVD 88
 NA0756.geopotential number by the normal gravity value computed on the
 NA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0756.degrees latitude (g = 980.6199 gals.).
 NA0756
 NA0756.The modeled gravity was interpolated from observed gravity values.
 NA0756
 NA0756;                    North         East    Units  Estimated Accuracy
 NA0756;SPC NY E     -   412,240.      123,920.      MT  (+/- 180 meters Scaled)
 NA0756
 NA0756                          SUPERSEDED SURVEY CONTROL
 NA0756
 NA0756  NGVD 29 (??/??/92)  387.520  (m)         1271.39   (f) ADJ UNCH    1 2
 NA0756
 NA0756.Superseded values are not recommended for survey control.
 NA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0756.See file dsdata.txt to determine how the superseded data were derived.
 NA0756
 NA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN149103(NAD 83)
 NA0756_MARKER: DD = SURVEY DISK
 NA0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0756_SP_SET: BRIDGE
 NA0756_STAMPING: 1272 ALBANY 1898
 NA0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0756
 NA0756  HISTORY     - Date     Condition        Report By
 NA0756  HISTORY     - 1898     MONUMENTED       USGS
 NA0756  HISTORY     - 1942     POOR             NGS
 NA0756
 NA0756                          STATION DESCRIPTION
 NA0756
 NA0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0756'AT SCHENEVUS.
 NA0756'AT SCHENEVUS, OTSEGO COUNTY, ABOUT 1/4 MILE NORTH OF THE DELAWARE AND
 NA0756'HUDSON RAILROAD STATION, AT A 60-FOOT SPAN STEEL BRIDGE OVER
 NA0756'SCHENEVUS CREEK, IN THE COPING STONE AT THE EAST SIDE OF THE SOUTH
 NA0756'ABUTMENT, 7 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN
 NA0756'THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NA0756'DISK, STAMPED 1272 ALBANY 1898.  NOTE--ONLY 127 1898 ARE LEGIBLE
 NA0756'ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0349 ***********************************************************************
 OE0349  DESIGNATION -  1278
 OE0349  PID         -  OE0349
 OE0349  STATE/COUNTY-  NY/HERKIMER
 OE0349  USGS QUAD   -  MIDDLEVILLE (1943)
 OE0349
 OE0349                         *CURRENT SURVEY CONTROL
 OE0349  ___________________________________________________________________
 OE0349* NAD 83(1986)-  43 08 17.     (N)    074 54 46.     (W)     SCALED    
 OE0349* NAVD 88     -       389.387  (meters)    1277.51   (feet)  ADJUSTED  
 OE0349  ___________________________________________________________________
 OE0349  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 OE0349  DYNAMIC HT  -         389.273 (meters)    1277.14  (feet)  COMP
 OE0349  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 OE0349
 OE0349  VERT ORDER  -  SECOND    CLASS 0
 OE0349
 OE0349.The horizontal coordinates were scaled from a topographic map and have
 OE0349.an estimated accuracy of +/- 6 seconds.
 OE0349
 OE0349.The orthometric height was determined by differential leveling
 OE0349.and adjusted by the National Geodetic Survey in June 1991..
 OE0349
 OE0349.The geoid height was determined by GEOID03.
 OE0349
 OE0349.The dynamic height is computed by dividing the NAVD 88
 OE0349.geopotential number by the normal gravity value computed on the
 OE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0349.degrees latitude (g = 980.6199 gals.).
 OE0349
 OE0349.The modeled gravity was interpolated from observed gravity values.
 OE0349
 OE0349;                    North         East    Units  Estimated Accuracy
 OE0349;SPC NY E     -   478,090.      116,420.      MT  (+/- 180 meters Scaled)
 OE0349
 OE0349                          SUPERSEDED SURVEY CONTROL
 OE0349
 OE0349  NGVD 29 (??/??/92)  389.529  (m)         1277.98   (f) ADJ UNCH    2 0
 OE0349
 OE0349.Superseded values are not recommended for survey control.
 OE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0349.See file dsdata.txt to determine how the superseded data were derived.
 OE0349
 OE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN070761(NAD 83)
 OE0349_MARKER: DD = SURVEY DISK
 OE0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0349_SP_SET: PILLAR
 OE0349_STAMPING: 1278 A
 OE0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0349+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 OE0349
 OE0349  HISTORY     - Date     Condition        Report By
 OE0349  HISTORY     - UNK      MONUMENTED       USGS
 OE0349  HISTORY     - 1942     GOOD             NGS
 OE0349  HISTORY     - 1976     GOOD             NGS
 OE0349  HISTORY     - 20050728 GOOD             NYDT
 OE0349
 OE0349                          STATION DESCRIPTION
 OE0349
 OE0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0349'IN FAIRFIELD.
 OE0349'AT FAIRFIELD, ABOUT 90 YARDS EAST OF THE FAIRFIELD HOTEL, 23.7 FEET
 OE0349'NORTH OF THE NORTHWEST CORNER OF THE FAIRFIELD SCHOOL.  A U.S.G.S.
 OE0349'DISK, SET VERTICALLY, IN THE WEST FACE OF A STONE PILLAR WHICH WAS A
 OE0349'CORNER OF THE MILITARY ACADEMY LABORATORY BUILDING.
 OE0349
 OE0349                          STATION RECOVERY (1976)
 OE0349
 OE0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0349'RECOVERED IN GOOD CONDITION.
 OE0349
 OE0349                          STATION RECOVERY (2005)
 OE0349
 OE0349'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0863 ***********************************************************************
 NB0863  DESIGNATION -  128
 NB0863  PID         -  NB0863
 NB0863  STATE/COUNTY-  NY/ONTARIO
 NB0863  USGS QUAD   -  RUSHVILLE (1978)
 NB0863
 NB0863                         *CURRENT SURVEY CONTROL
 NB0863  ___________________________________________________________________
 NB0863* NAD 83(1986)-  42 52 29.     (N)    077 13 26.     (W)     SCALED    
 NB0863* NAVD 88     -       236.794  (meters)     776.88   (feet)  ADJUSTED  
 NB0863  ___________________________________________________________________
 NB0863  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NB0863  DYNAMIC HT  -         236.725 (meters)     776.66  (feet)  COMP
 NB0863  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 NB0863
 NB0863  VERT ORDER  -  SECOND    CLASS 0
 NB0863
 NB0863.The horizontal coordinates were scaled from a topographic map and have
 NB0863.an estimated accuracy of +/- 6 seconds.
 NB0863
 NB0863.The orthometric height was determined by differential leveling
 NB0863.and adjusted by the National Geodetic Survey in June 1991..
 NB0863
 NB0863.The geoid height was determined by GEOID03.
 NB0863
 NB0863.The dynamic height is computed by dividing the NAVD 88
 NB0863.geopotential number by the normal gravity value computed on the
 NB0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0863.degrees latitude (g = 980.6199 gals.).
 NB0863
 NB0863.The modeled gravity was interpolated from observed gravity values.
 NB0863
 NB0863;                    North         East    Units  Estimated Accuracy
 NB0863;SPC NY C     -   319,450.      197,670.      MT  (+/- 180 meters Scaled)
 NB0863
 NB0863                          SUPERSEDED SURVEY CONTROL
 NB0863
 NB0863  NGVD 29 (??/??/92)  236.945  (m)          777.38   (f) ADJ UNCH    2 0
 NB0863
 NB0863.Superseded values are not recommended for survey control.
 NB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0863.See file dsdata.txt to determine how the superseded data were derived.
 NB0863
 NB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN183493(NAD 83)
 NB0863_MARKER: B = BOLT
 NB0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0863_SP_SET: BRIDGE
 NB0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0863
 NB0863  HISTORY     - Date     Condition        Report By
 NB0863  HISTORY     - UNK      MONUMENTED       PRR
 NB0863  HISTORY     - 1935     GOOD             NGS
 NB0863  HISTORY     - 19981110 GOOD             USPSQD
 NB0863  HISTORY     - 20020420 GOOD             USPSQD
 NB0863  HISTORY     - 20060124 GOOD             GEOCAC
 NB0863
 NB0863                          STATION DESCRIPTION
 NB0863
 NB0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0863'4 MI E FROM CANANDAIGUA.
 NB0863'IS LOCATED 4 MILES EAST OF THE RAILWAY STATION. 70 FT. EAST OF MILE
 NB0863'POST NO. 60. SET ON NORTH END OF EAST CONCRETE BACKWALL OF RAILROAD
 NB0863'BRIDGE NO. 59.97. 5.2 FT. NORTH OF NORTH RAIL.
 NB0863
 NB0863                          STATION RECOVERY (1998)
 NB0863
 NB0863'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB0863'RECOVERED IN GOOD CONDITION.
 NB0863
 NB0863                          STATION RECOVERY (2002)
 NB0863
 NB0863'RECOVERY NOTE BY US POWER SQUADRON 2002
 NB0863' 
 NB0863' 
 NB0863' 
 NB0863
 NB0863                          STATION RECOVERY (2006)
 NB0863
 NB0863'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0863'RAILROAD BED IS NOW A HIKING TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2025 ***********************************************************************
 OF2025  DESIGNATION -  128 1 MCGS 1969
 OF2025  PID         -  OF2025
 OF2025  STATE/COUNTY-  NY/MONROE
 OF2025  USGS QUAD   -  PITTSFORD (1978)
 OF2025
 OF2025                         *CURRENT SURVEY CONTROL
 OF2025  ___________________________________________________________________
 OF2025* NAD 83(1996)-  43 05 46.59042(N)    077 32 45.46943(W)     ADJUSTED  
 OF2025* NAVD 88     -       154.     (meters)     505.     (feet)  VERTCON   
 OF2025  ___________________________________________________________________
 OF2025  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 OF2025  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2025
 OF2025  HORZ ORDER  -  SECOND
 OF2025
 OF2025.The horizontal coordinates were established by classical geodetic methods
 OF2025.and adjusted by the National Geodetic Survey in January 1999..
 OF2025
 OF2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2025
 OF2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2025
 OF2025.The geoid height was determined by GEOID03.
 OF2025
 OF2025;                    North         East     Units Scale Factor Converg.
 OF2025;SPC NY W     -   344,387.283   434,450.971   MT  1.00002520   +0 42 31.7
 OF2025;SPC NY W     - 1,129,877.28  1,425,361.23   sFT  1.00002520   +0 42 31.7
 OF2025;UTM  18      - 4,774,652.356   292,802.345   MT  1.00012815   -1 44 24.3
 OF2025
 OF2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2025!SPC NY W     -   0.99998143  x   1.00002520  =   1.00000663
 OF2025!UTM  18      -   0.99998143  x   1.00012815  =   1.00010957
 OF2025
 OF2025                          SUPERSEDED SURVEY CONTROL
 OF2025
 OF2025  NAD 83(1986)-  43 05 46.59860(N)    077 32 45.46761(W) AD(       ) 2
 OF2025  NAD 27      -  43 05 46.37301(N)    077 32 46.47449(W) AD(       ) 2
 OF2025  NGVD 29 (07/19/86)  154.     (m)          505.     (f) VERT ANG       
 OF2025
 OF2025.Superseded values are not recommended for survey control.
 OF2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2025.See file dsdata.txt to determine how the superseded data were derived.
 OF2025
 OF2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9280274652(NAD 83)
 OF2025_MARKER: DD = SURVEY DISK
 OF2025_SETTING: 0 = UNSPECIFIED SETTING
 OF2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2025
 OF2025  HISTORY     - Date     Condition        Report By
 OF2025  HISTORY     - 1969     MONUMENTED       NY-055
 OF2025
 OF2025                          STATION DESCRIPTION
 OF2025
 OF2025'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2025'IN PITTSFORD ALONG CLOVER STREET
 OF2025'
 OF2025'0.66 MILE SOUTHEAST OF STATION FRENCH 1969
 OF2025'
 OF2025'0.35 MILE SOUTH OF FRENCH ROAD
 OF2025'
 OF2025'15.7 FEET EAST OF CENTER OF CLOVER STREET
 OF2025'
 OF2025'48.7 FEET SOUTH OF CENTER OF PROSPECT HILL ROAD
 OF2025'
 OF2025'85.5 FEET SOUTH OF SOUTHWEST EDGE OF ORNAMENTAL BRICK WALL ON
 OF2025'NORTH SIDE OF PROSPECT HILL ROAD
 OF2025'
 OF2025'47.9 FEET SOUTH OF SOUTH CORNER OF ORNAMENTAL BRICK WALL ON
 OF2025'SOUTH SIDE PROSPECT HILL ROAD
 OF2025'
 OF2025'58.0 FEET EAST OF NYS DOT MONUMENT AND
 OF2025'
 OF2025'59.9 FEET EAST OF ITS WITNESS POST
 OF2025'
 OF2025'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2025'DISK STAMPED 128-1 IN THE TOP OF A CONCRETE POST COVERED 1.2
 OF2025'FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2016 ***********************************************************************
 OF2016  DESIGNATION -  128 2 MCGS 1969
 OF2016  PID         -  OF2016
 OF2016  STATE/COUNTY-  NY/MONROE
 OF2016  USGS QUAD   -  PITTSFORD (1978)
 OF2016
 OF2016                         *CURRENT SURVEY CONTROL
 OF2016  ___________________________________________________________________
 OF2016* NAD 83(1996)-  43 06 00.90763(N)    077 32 49.76225(W)     ADJUSTED  
 OF2016* NAVD 88     -       156.     (meters)     512.     (feet)  VERTCON   
 OF2016  ___________________________________________________________________
 OF2016  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OF2016  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF2016
 OF2016  HORZ ORDER  -  SECOND
 OF2016
 OF2016.The horizontal coordinates were established by classical geodetic methods
 OF2016.and adjusted by the National Geodetic Survey in January 1999..
 OF2016
 OF2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2016
 OF2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2016
 OF2016.The geoid height was determined by GEOID03.
 OF2016
 OF2016;                    North         East     Units Scale Factor Converg.
 OF2016;SPC NY W     -   344,827.884   434,348.435   MT  1.00002499   +0 42 28.9
 OF2016;SPC NY W     - 1,131,322.82  1,425,024.82   sFT  1.00002499   +0 42 28.9
 OF2016;UTM  18      - 4,775,096.982   292,718.720   MT  1.00012858   -1 44 27.7
 OF2016
 OF2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2016!SPC NY W     -   0.99998112  x   1.00002499  =   1.00000610
 OF2016!UTM  18      -   0.99998112  x   1.00012858  =   1.00010969
 OF2016
 OF2016:                Primary Azimuth Mark                     Grid Az
 OF2016:SPC NY W     -  128 1 MCGS 1969                          166 53 57.6
 OF2016:UTM  18      -  128 1 MCGS 1969                          169 20 54.2
 OF2016
 OF2016|---------------------------------------------------------------------|
 OF2016| PID    Reference Object                     Distance      Geod. Az  |
 OF2016|                                                           dddmmss.s |
 OF2016| OF2025 128 1 MCGS 1969                     452.363 METERS 1673626.5 |
 OF2016| OF2021 FRENCH                              APPROX. 0.6 KM 3035624.4 |
 OF2016|---------------------------------------------------------------------|
 OF2016
 OF2016                          SUPERSEDED SURVEY CONTROL
 OF2016
 OF2016  NAD 83(1986)-  43 06 00.91580(N)    077 32 49.76045(W) AD(       ) 2
 OF2016  NAD 27      -  43 06 00.69033(N)    077 32 50.76706(W) AD(       ) 2
 OF2016  NGVD 29 (07/19/86)  156.     (m)          512.     (f) VERT ANG       
 OF2016
 OF2016.Superseded values are not recommended for survey control.
 OF2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2016.See file dsdata.txt to determine how the superseded data were derived.
 OF2016
 OF2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9271975097(NAD 83)
 OF2016_MARKER: DD = SURVEY DISK
 OF2016_SETTING: 0 = UNSPECIFIED SETTING
 OF2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2016
 OF2016  HISTORY     - Date     Condition        Report By
 OF2016  HISTORY     - 1969     MONUMENTED       NY-055
 OF2016
 OF2016                          STATION DESCRIPTION
 OF2016
 OF2016'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2016'IN PITTSFORD AT INTERSECTION OF CLOVER STREET AND FRENCH ROAD
 OF2016'
 OF2016'0.35 MILE SOUTHEAST OF STATION FRENCH 1969
 OF2016'
 OF2016'38.0 FEET WEST OF CENTER OF CLOVER STREET
 OF2016'
 OF2016'20.0 FEET NORTH OF CENTER OF FRENCH ROAD
 OF2016'
 OF2016'16.1 FEET SOUTH OF NORTH ONE OF THREE WOOD GUARD POSTS
 OF2016'
 OF2016'3.0 FEET SOUTHEAST OF MIDDLE ONE OF THREE WOOD GUARD POSTS
 OF2016'
 OF2016'15.0 FEET EAST OF SOUTH ONE OF THREE WOOD GUARD POSTS
 OF2016'
 OF2016'77.8 FEET NORTH OF NYS DOT MONUMENT AND WITNESS POST
 OF2016'
 OF2016'63.2 FEET NORTH OF TRAFFIC LITE POLE
 OF2016'
 OF2016'57.8 FEET NORTH NORTHEAST OF TRAFFIC SENSOR POLE
 OF2016'
 OF2016'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2016'DISK STAMPED 128-2 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0893 ***********************************************************************
 LY0893  DESIGNATION -  1280
 LY0893  PID         -  LY0893
 LY0893  STATE/COUNTY-  NY/SULLIVAN
 LY0893  USGS QUAD   -  ROSCOE (1982)
 LY0893
 LY0893                         *CURRENT SURVEY CONTROL
 LY0893  ___________________________________________________________________
 LY0893* NAD 83(1986)-  41 56 02.     (N)    074 55 13.     (W)     SCALED    
 LY0893* NAVD 88     -       389.881  (meters)    1279.13   (feet)  POSTED    
 LY0893  ___________________________________________________________________
 LY0893  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LY0893  DYNAMIC HT  -         389.740 (meters)    1278.67  (feet)  COMP
 LY0893  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 LY0893
 LY0893  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0893
 LY0893.The horizontal coordinates were scaled from a topographic map and have
 LY0893.an estimated accuracy of +/- 6 seconds.
 LY0893
 LY0893.The orthometric height was determined by differential leveling
 LY0893.and adjusted by the National Geodetic Survey in 1992..
 LY0893.No vertical observational check was made to the station.
 LY0893.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0893.was located on a no-check spur therefore a value was not computed.
 LY0893
 LY0893.The geoid height was determined by GEOID03.
 LY0893
 LY0893.The dynamic height is computed by dividing the NAVD 88
 LY0893.geopotential number by the normal gravity value computed on the
 LY0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0893.degrees latitude (g = 980.6199 gals.).
 LY0893
 LY0893.The modeled gravity was interpolated from observed gravity values.
 LY0893
 LY0893;                    North         East    Units  Estimated Accuracy
 LY0893;SPC NY E     -   344,340.      115,150.      MT  (+/- 180 meters Scaled)
 LY0893
 LY0893                          SUPERSEDED SURVEY CONTROL
 LY0893
 LY0893  NGVD 29 (??/??/92)  390.038  (m)         1279.65   (f) ADJ UNCH    2 0
 LY0893
 LY0893.Superseded values are not recommended for survey control.
 LY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0893.See file dsdata.txt to determine how the superseded data were derived.
 LY0893
 LY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM066424(NAD 83)
 LY0893_MARKER: DD = SURVEY DISK
 LY0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0893_SP_SET: PIER
 LY0893_STAMPING: 1280 NY
 LY0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0893
 LY0893  HISTORY     - Date     Condition        Report By
 LY0893  HISTORY     - UNK      MONUMENTED       USGS
 LY0893  HISTORY     - 1935     GOOD             NGS
 LY0893
 LY0893                          STATION DESCRIPTION
 LY0893
 LY0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0893'0.3 MI N FROM ROSCOE.
 LY0893'ABOUT 0.3 MILE NORTH ALONG THE NEW YORK, ONTARIO AND WESTERN
 LY0893'RAILWAY FROM THE STATION AT ROSCOE, SULLIVAN COUNTY, AT BRIDGE
 LY0893'151, IN THE TOP OF THE EAST END OF THE SOUTH PIER OF THE SPAN
 LY0893'OVER A STREAM, 5 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND
 LY0893'TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LY0893'STAMPED 1280 NY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1535 ***********************************************************************
 NA1535  DESIGNATION -  1284 S
 NA1535  PID         -  NA1535
 NA1535  STATE/COUNTY-  NY/ONONDAGA
 NA1535  USGS QUAD   -  DE RUYTER (1943)
 NA1535
 NA1535                         *CURRENT SURVEY CONTROL
 NA1535  ___________________________________________________________________
 NA1535* NAD 83(1986)-  42 50 07.     (N)    075 58 58.     (W)     SCALED    
 NA1535* NAVD 88     -       391.521  (meters)    1284.52   (feet)  ADJUSTED  
 NA1535  ___________________________________________________________________
 NA1535  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 NA1535  DYNAMIC HT  -         391.399 (meters)    1284.11  (feet)  COMP
 NA1535  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NA1535
 NA1535  VERT ORDER  -  SECOND    CLASS 0
 NA1535
 NA1535.The horizontal coordinates were scaled from a topographic map and have
 NA1535.an estimated accuracy of +/- 6 seconds.
 NA1535
 NA1535.The orthometric height was determined by differential leveling
 NA1535.and adjusted by the National Geodetic Survey in June 1991..
 NA1535
 NA1535.The geoid height was determined by GEOID03.
 NA1535
 NA1535.The dynamic height is computed by dividing the NAVD 88
 NA1535.geopotential number by the normal gravity value computed on the
 NA1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1535.degrees latitude (g = 980.6199 gals.).
 NA1535
 NA1535.The modeled gravity was interpolated from observed gravity values.
 NA1535
 NA1535;                    North         East    Units  Estimated Accuracy
 NA1535;SPC NY C     -   315,050.      299,100.      MT  (+/- 180 meters Scaled)
 NA1535
 NA1535                          SUPERSEDED SURVEY CONTROL
 NA1535
 NA1535  NGVD 29 (??/??/92)  391.645  (m)         1284.92   (f) ADJ UNCH    2 0
 NA1535
 NA1535.Superseded values are not recommended for survey control.
 NA1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1535.See file dsdata.txt to determine how the superseded data were derived.
 NA1535
 NA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN196429(NAD 83)
 NA1535_MARKER: DD = SURVEY DISK
 NA1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1535_SP_SET: WALL
 NA1535_STAMPING: 1284 S
 NA1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1535
 NA1535  HISTORY     - Date     Condition        Report By
 NA1535  HISTORY     - UNK      MONUMENTED       USGS
 NA1535  HISTORY     - 1942     GOOD             NGS
 NA1535
 NA1535                          STATION DESCRIPTION
 NA1535
 NA1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1535'AT FABIUS.
 NA1535'AT FABIUS, ONONDAGE COUNTY, 35 YARDS WEST OF THE POST OFFICE, AT THE
 NA1535'2-STORY WHITE RESIDENCE OF MICHAEL SHEA, IN THE NORTH FOUNDATION
 NA1535'WALL, 12 FEET EAST OF THE CENTERLINE OF THE CONCRETE WALK LEADING TO
 NA1535'THE FRONT STEPS, AND ABOUT 1.6 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0194 ***********************************************************************
 OE0194  DESIGNATION -  1289 ALBANY
 OE0194  PID         -  OE0194
 OE0194  STATE/COUNTY-  NY/HAMILTON
 OE0194  USGS QUAD   -  JACKSON SUMMIT (1970)
 OE0194
 OE0194                         *CURRENT SURVEY CONTROL
 OE0194  ___________________________________________________________________
 OE0194* NAD 83(1986)-  43 14 32.     (N)    074 20 06.     (W)     SCALED    
 OE0194* NAVD 88     -       392.647  (meters)    1288.21   (feet)  ADJUSTED  
 OE0194  ___________________________________________________________________
 OE0194  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 OE0194  DYNAMIC HT  -         392.544 (meters)    1287.87  (feet)  COMP
 OE0194  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 OE0194
 OE0194  VERT ORDER  -  SECOND    CLASS 0
 OE0194
 OE0194.The horizontal coordinates were scaled from a topographic map and have
 OE0194.an estimated accuracy of +/- 6 seconds.
 OE0194
 OE0194.The orthometric height was determined by differential leveling
 OE0194.and adjusted by the National Geodetic Survey in June 1991..
 OE0194
 OE0194.The geoid height was determined by GEOID03.
 OE0194
 OE0194.The dynamic height is computed by dividing the NAVD 88
 OE0194.geopotential number by the normal gravity value computed on the
 OE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0194.degrees latitude (g = 980.6199 gals.).
 OE0194
 OE0194.The modeled gravity was interpolated from observed gravity values.
 OE0194
 OE0194;                    North         East    Units  Estimated Accuracy
 OE0194;SPC NY E     -   489,590.      163,400.      MT  (+/- 180 meters Scaled)
 OE0194
 OE0194                          SUPERSEDED SURVEY CONTROL
 OE0194
 OE0194  NGVD 29 (??/??/92)  392.776  (m)         1288.63   (f) ADJ UNCH    2 0
 OE0194
 OE0194.Superseded values are not recommended for survey control.
 OE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0194.See file dsdata.txt to determine how the superseded data were derived.
 OE0194
 OE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN539879(NAD 83)
 OE0194_MARKER: DD = SURVEY DISK
 OE0194_SETTING: 80 = SET IN A BOULDER
 OE0194_SP_SET: BOULDER
 OE0194_STAMPING: 1289 ALBANY
 OE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0194+STABILITY: SURFACE MOTION
 OE0194
 OE0194  HISTORY     - Date     Condition        Report By
 OE0194  HISTORY     - UNK      MONUMENTED       USGS
 OE0194  HISTORY     - 1942     GOOD             NGS
 OE0194
 OE0194                          STATION DESCRIPTION
 OE0194
 OE0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0194'10.1 MI NW FROM NORTHVILLE.
 OE0194'ABOUT 0.8 MILE SOUTH ALONG HIGHWAY NO. 30 FROM THE METHODIST CHURCH AT
 OE0194'NORTHVILLE, THENCE ABOUT 9.3 MILES NORTHWEST ALONG A SURFACED COUNTY
 OE0194'ROAD TO BENSON, AT BENSON CORNERS, 225 FEET NORTH OF THE JUNCTION OF
 OE0194'THE SURFACED ROAD AND A GRAVEL ROAD, 100 FEET WEST OF THE NORTHWEST
 OE0194'CORNER OF A FRAME COTTAGE, 46 FEET WEST OF THE CENTER LINE OF THE
 OE0194'GRAVEL ROAD, 15.5 FEET SOUTH OF AN 8-INCH POPLAR TREE, A U.S.G.S. DISK
 OE0194'SET IN THE TOP OF A LARGE BOULDER, ABOUT 4.5 FEET ABOVE THE ROAD
 OE0194'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0862 ***********************************************************************
 NB0862  DESIGNATION -  129
 NB0862  PID         -  NB0862
 NB0862  STATE/COUNTY-  NY/ONTARIO
 NB0862  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0862
 NB0862                         *CURRENT SURVEY CONTROL
 NB0862  ___________________________________________________________________
 NB0862* NAD 83(1986)-  42 52 57.     (N)    077 14 15.     (W)     SCALED    
 NB0862* NAVD 88     -       227.460  (meters)     746.26   (feet)  ADJUSTED  
 NB0862  ___________________________________________________________________
 NB0862  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NB0862  DYNAMIC HT  -         227.394 (meters)     746.04  (feet)  COMP
 NB0862  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 NB0862
 NB0862  VERT ORDER  -  SECOND    CLASS 0
 NB0862
 NB0862.The horizontal coordinates were scaled from a topographic map and have
 NB0862.an estimated accuracy of +/- 6 seconds.
 NB0862
 NB0862.The orthometric height was determined by differential leveling
 NB0862.and adjusted by the National Geodetic Survey in June 1991..
 NB0862
 NB0862.The geoid height was determined by GEOID03.
 NB0862
 NB0862.The dynamic height is computed by dividing the NAVD 88
 NB0862.geopotential number by the normal gravity value computed on the
 NB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0862.degrees latitude (g = 980.6199 gals.).
 NB0862
 NB0862.The modeled gravity was interpolated from observed gravity values.
 NB0862
 NB0862;                    North         East    Units  Estimated Accuracy
 NB0862;SPC NY C     -   320,330.      196,560.      MT  (+/- 180 meters Scaled)
 NB0862
 NB0862                          SUPERSEDED SURVEY CONTROL
 NB0862
 NB0862  NGVD 29 (??/??/92)  227.614  (m)          746.76   (f) ADJ UNCH    2 0
 NB0862
 NB0862.Superseded values are not recommended for survey control.
 NB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0862.See file dsdata.txt to determine how the superseded data were derived.
 NB0862
 NB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN172501(NAD 83)
 NB0862_MARKER: B = BOLT
 NB0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0862_SP_SET: CULVERT
 NB0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0862
 NB0862  HISTORY     - Date     Condition        Report By
 NB0862  HISTORY     - UNK      MONUMENTED       PRR
 NB0862  HISTORY     - 1935     GOOD             NGS
 NB0862  HISTORY     - 20060122 GOOD             GEOCAC
 NB0862
 NB0862                          STATION DESCRIPTION
 NB0862
 NB0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0862'3.1 MI SE FROM CANANDAIGUA.
 NB0862'IS LOCATED 3.1 MILES SOUTHEAST OF THE PENNSYLVANIA RY. STATION.
 NB0862'0.1 OF MILE SOUTHEAST OF MILE POST NO. 61. COPPER BOLT SET IN TOP
 NB0862'OF WEST STONE HEADWALL OF A CULVERT UNDER TRACK. 9.2 FT. WEST OF
 NB0862'WEST RAIL.
 NB0862
 NB0862                          STATION RECOVERY (2006)
 NB0862
 NB0862'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0862'RAILROAD BED IS NOW A HIKING TRAIL. FROM THE INTERSECTION
 NB0862'OF RT 332 AND 5+20 IN CANANDAIGUA PROCEED EAST ON 5+20 FOR
 NB0862'2.3 MILES. NORTH ON SMITH ROAD FOR 0.7 MILES. WEST ON STRAW
 NB0862'ROAD 575 YARDS TO INTERSECTION OF TRAIL. NORTH ON TRAIL FOR
 NB0862'575 YARDS TO SITE OF BENCHMARK. BENCHMARK IS A COPPER BOLT
 NB0862'SET IN TOP OF WEST STONE HEADWALL OF A CULVERT. THE BOLT IS
 NB0862'4 INCHES FROM THE WEST FACE AND 16 INCHES FROM THE SOUTH
 NB0862'FACE. HANDHELD GPS COORDINATES ARE 42.88249N 77.23781W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1990 ***********************************************************************
 PH1990  DESIGNATION -  129 SUB IBC
 PH1990  PID         -  PH1990
 PH1990  STATE/COUNTY-  NY/ST LAWRENCE
 PH1990  USGS QUAD   -  RED MILLS (1963)
 PH1990
 PH1990                         *CURRENT SURVEY CONTROL
 PH1990  ___________________________________________________________________
 PH1990* NAD 83(1996)-  44 46 37.82628(N)    075 24 16.36526(W)     ADJUSTED  
 PH1990* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1990  ___________________________________________________________________
 PH1990  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 PH1990  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 PH1990
 PH1990  HORZ ORDER  -  THIRD
 PH1990
 PH1990.The horizontal coordinates were established by classical geodetic methods
 PH1990.and adjusted by the National Geodetic Survey in January 1999..
 PH1990
 PH1990.The orthometric height was scaled from a topographic map.
 PH1990
 PH1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1990
 PH1990.The geoid height was determined by GEOID03.
 PH1990
 PH1990;                    North         East     Units Scale Factor Converg.
 PH1990;SPC NY E     -   660,512.169    78,410.656   MT  0.99996300   -0 38 13.7
 PH1990;SPC NY E     - 2,167,030.34    257,252.29   sFT  0.99996300   -0 38 13.7
 PH1990;UTM  18      - 4,958,277.328   467,992.252   MT  0.99961260   -0 17 05.8
 PH1990
 PH1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1990!SPC NY E     -   0.99999312  x   0.99996300  =   0.99995612
 PH1990!UTM  18      -   0.99999312  x   0.99961260  =   0.99960572
 PH1990
 PH1990:                Primary Azimuth Mark                     Grid Az
 PH1990:SPC NY E     -  DUPUIS IBC                               121 32 00.8
 PH1990:UTM  18      -  DUPUIS IBC                               121 10 52.9
 PH1990
 PH1990|---------------------------------------------------------------------|
 PH1990| PID    Reference Object                     Distance      Geod. Az  |
 PH1990|                                                           dddmmss.s |
 PH1990| PH1988 DUPUIS IBC                          APPROX. 1.3 KM 1205347.1 |
 PH1990| PH1989 CHANNEL LIGHT 121 IBC               APPROX. 1.1 KM 1773457.7 |
 PH1990| PH1991 REF MON 49 59                        13.187 METERS 28212     |
 PH1990|---------------------------------------------------------------------|
 PH1990
 PH1990                          SUPERSEDED SURVEY CONTROL
 PH1990
 PH1990  NAD 83(1986)-  44 46 37.83241(N)    075 24 16.36817(W) AD(       ) 3
 PH1990  NAD 27      -  44 46 37.59800(N)    075 24 17.59000(W) AD(       ) 3
 PH1990
 PH1990.Superseded values are not recommended for survey control.
 PH1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1990.See file dsdata.txt to determine how the superseded data were derived.
 PH1990
 PH1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6799258277(NAD 83)
 PH1990_MARKER: DD = SURVEY DISK
 PH1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1990+STABILITY: SURFACE MOTION
 PH1990
 PH1990  HISTORY     - Date     Condition        Report By
 PH1990  HISTORY     - 1939     MONUMENTED       IBC
 PH1990  HISTORY     - 1959     GOOD             IBC
 PH1990
 PH1990                          STATION DESCRIPTION
 PH1990
 PH1990'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1990'ABOUT 1-1/2 MILES WEST OF THE TOWN OF CARDINAL.  IT IS ON THE OLD
 PH1990'GALOP CANAL PROPERTY WHICH WAS LEASED BY A COAL COMPANY.  THE STATION
 PH1990'IS NORTH OF THE OLD COAL YARD AND ON TOP OF THE 25 FOOT - HIGH BANK
 PH1990'EXTENDING ALONG THE NORTH SIDE OF THE CANAL PROPERTY.
 PH1990'
 PH1990'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1990'BRONZE - DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND IN THE TOP
 PH1990'OF A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 24 INCHES IN
 PH1990'DEPTH.  THE SUBSURFACE MARK IS A BRASS SCREW SET IN A MASS OF CONCRETE
 PH1990'POURED BETWEEN SOME LARGE ROCKS 24 INCHES UNDERGROUND.  REFERENCE
 PH1990'MONUMENT 49 - 59 LIES N 77 DEG 48 MIN W, DISTANT 43.24
 PH1990'FEET.  REFERENCE MARK 2, A DRILL HOLE WITH A ARROW POINTING TOWARDS
 PH1990'THE STATION CUT IN AN EXPOSED ROCK 2-1/2 BY 2 FEET, LIES
 PH1990'N 70 DEG 44 MIN W, DISTANT 40.45 FEET.
 PH1990
 PH1990                          STATION RECOVERY (1959)
 PH1990
 PH1990'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1990'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0908 ***********************************************************************
 KU0908  DESIGNATION -  1298 BOM
 KU0908  PID         -  KU0908
 KU0908  STATE/COUNTY-  NY/NEW YORK
 KU0908  USGS QUAD   -  CENTRAL PARK (1979)
 KU0908
 KU0908                         *CURRENT SURVEY CONTROL
 KU0908  ___________________________________________________________________
 KU0908* NAD 83(1986)-  40 52 08.     (N)    073 55 52.     (W)     SCALED    
 KU0908* NAVD 88     -         3.066  (meters)      10.06   (feet)  ADJUSTED  
 KU0908  ___________________________________________________________________
 KU0908  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU0908  DYNAMIC HT  -           3.065 (meters)      10.06  (feet)  COMP
 KU0908  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 KU0908
 KU0908  VERT ORDER  -  FIRST     CLASS I
 KU0908
 KU0908.The horizontal coordinates were scaled from a topographic map and have
 KU0908.an estimated accuracy of +/- 6 seconds.
 KU0908
 KU0908.The orthometric height was determined by differential leveling
 KU0908.and adjusted by the National Geodetic Survey in June 1991..
 KU0908.WARNING-Repeat measurements at this control monument indicate possible
 KU0908.vertical movement.
 KU0908
 KU0908.The geoid height was determined by GEOID03.
 KU0908
 KU0908.The dynamic height is computed by dividing the NAVD 88
 KU0908.geopotential number by the normal gravity value computed on the
 KU0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0908.degrees latitude (g = 980.6199 gals.).
 KU0908
 KU0908.The modeled gravity was interpolated from observed gravity values.
 KU0908
 KU0908;                    North         East    Units  Estimated Accuracy
 KU0908;SPC NY E     -   226,150.      197,950.      MT  (+/- 180 meters Scaled)
 KU0908
 KU0908                          SUPERSEDED SURVEY CONTROL
 KU0908
 KU0908  NGVD 29 (??/??/92)    3.386  (m)           11.11   (f) ADJ UNCH    1 1
 KU0908
 KU0908.Superseded values are not recommended for survey control.
 KU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0908.See file dsdata.txt to determine how the superseded data were derived.
 KU0908
 KU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL900247(NAD 83)
 KU0908_MARKER: Q = CHISELED SQUARE
 KU0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0908_SP_SET: DOOR SILL
 KU0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0908
 KU0908  HISTORY     - Date     Condition        Report By
 KU0908  HISTORY     - UNK      MONUMENTED       NY4170
 KU0908  HISTORY     - 1952     GOOD             NGS
 KU0908  HISTORY     - 1965     GOOD             NGS
 KU0908  HISTORY     - 20060316 MARK NOT FOUND   GEOCAC
 KU0908
 KU0908                          STATION DESCRIPTION
 KU0908
 KU0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0908'AT NEW YORK.
 KU0908'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT THE FOOT OF DYCKMAN
 KU0908'STREET, BETWEEN THE OVERPASSES OF THE TWO LANES OF HENRY HUDSON
 KU0908'PARKWAY, IN THE TOP OF THE EAST END OF THE CONCRETE DOOR SILL
 KU0908'OF BRICK BUILDING NO. 10 OF NEW YORK CENTRAL RAILROAD ELECTRIC
 KU0908'POWER SUBSTATION, 15 FEET WEST OF NORTHEAST CORNER OF BUILDING,
 KU0908'20 FEET SOUTH OF SOUTH CURB OF DYCKMAN STREET AND IS A 1 1/2-INCH
 KU0908'OUTLINED SQUARE.
 KU0908
 KU0908                          STATION RECOVERY (1965)
 KU0908
 KU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0908'RECOVERED IN GOOD CONDITION.
 KU0908
 KU0908                          STATION RECOVERY (2006)
 KU0908
 KU0908'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0908'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU0908' 
 KU0908'THE BUILDING (NOW ABANDONED) WAS LOCATED AND THE CONCRETE DOOR SILL
 KU0908'WAS EXAMINED.  THE EAST END OF THE DOOR SILL IS ERODED AND THE FRONT
 KU0908'CORNER (NORTHEAST CORNER OF SILL) IS BROKEN OFF.  AN OLD IRON POST IS
 KU0908'MOUNTED AT THE FAR EAST END OF THE SILL.  THERE IS NO SIGN OF THE
 KU0908'CHISELED SQUARE AND THE MARK IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1945 ***********************************************************************
 OE1945  DESIGNATION -  129=EATON RESET
 OE1945  PID         -  OE1945
 OE1945  STATE/COUNTY-  NY/MADISON
 OE1945  USGS QUAD   -  VERNON (1955)
 OE1945
 OE1945                         *CURRENT SURVEY CONTROL
 OE1945  ___________________________________________________________________
 OE1945* NAD 83(1996)-  43 01 43.97361(N)    075 33 18.14532(W)     ADJUSTED  
 OE1945* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 OE1945  ___________________________________________________________________
 OE1945  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 OE1945  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 OE1945
 OE1945  HORZ ORDER  -  SECOND
 OE1945
 OE1945.The horizontal coordinates were established by classical geodetic methods
 OE1945.and adjusted by the National Geodetic Survey in January 1999..
 OE1945
 OE1945.The orthometric height was scaled from a topographic map.
 OE1945
 OE1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1945
 OE1945.The geoid height was determined by GEOID03.
 OE1945
 OE1945;                    North         East     Units Scale Factor Converg.
 OE1945;SPC NY C     -   336,891.549   333,803.801   MT  1.00002387   +0 42 06.2
 OE1945;SPC NY C     - 1,105,285.02  1,095,154.64   sFT  1.00002387   +0 42 06.2
 OE1945;UTM  18      - 4,764,171.511   454,780.720   MT  0.99962515   -0 22 43.5
 OE1945
 OE1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1945!SPC NY C     -   0.99994239  x   1.00002387  =   0.99996626
 OE1945!UTM  18      -   0.99994239  x   0.99962515  =   0.99956756
 OE1945
 OE1945:                Primary Azimuth Mark                     Grid Az
 OE1945:SPC NY C     -  VERNON CITY WATER TANK                   009 02 01.7
 OE1945:UTM  18      -  VERNON CITY WATER TANK                   010 06 51.4
 OE1945
 OE1945|---------------------------------------------------------------------|
 OE1945| PID    Reference Object                     Distance      Geod. Az  |
 OE1945|                                                           dddmmss.s |
 OE1945| OE1946 VERNON CITY WATER TANK              APPROX. 5.3 KM 0094407.9 |
 OE1945| CZ8239 EATON 129 RM 1                       49.987 METERS 03304     |
 OE1945| CZ8240 EATON 129 RM 2                       24.469 METERS 08917     |
 OE1945| CZ8238 EATON 129 AZ MK                                    2220925.8 |
 OE1945| OE1948 SHERRILL COMMUNITY PLATE STACK      APPROX. 6.5 KM 3270958.4 |
 OE1945| OE1944 VERONA AIR BEACON                   APPROX. 9.9 KM 3534614.5 |
 OE1945|---------------------------------------------------------------------|
 OE1945
 OE1945                          SUPERSEDED SURVEY CONTROL
 OE1945
 OE1945  NAD 83(1986)-  43 01 43.97812(N)    075 33 18.14389(W) AD(       ) 2
 OE1945  NAD 27      -  43 01 43.73300(N)    075 33 19.50300(W) AD(       ) 2
 OE1945
 OE1945.Superseded values are not recommended for survey control.
 OE1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1945.See file dsdata.txt to determine how the superseded data were derived.
 OE1945
 OE1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN5478164172(NAD 83)
 OE1945_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1945
 OE1945  HISTORY     - Date     Condition        Report By
 OE1945  HISTORY     - 1942     MONUMENTED       CGS
 OE1945  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OE1945
 OE1945                          STATION DESCRIPTION
 OE1945
 OE1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1945'STATION IS LOCATED ON THE HIGHEST PART OF A PROMINENT
 OE1945'HILL ABOUT 6.5 MILES SE OF ONEIDA AND 3.5 MILES S OF VERNON ON
 OE1945'LAND OWNED BY EUGENE EATON.  MARK IS 6 FEET SW OF TWO SMALL STONE
 OE1945'PILES AND IS FLUSH WITH THE GROUND.  MARK IS STAMPED EATON
 OE1945'N.Y.S.S. NO.129 1879 1942.
 OE1945'
 OE1945'STATION MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 OE1945'IN NOTE 1A.
 OE1945'
 OE1945'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 OE1945'THE W SIDE OF A SPLIT BOULDER ABOUT 4 FEET LONG AND 18 INCHES
 OE1945'WIDE.  THE MARK IS 4 FEET NW OF A SCRUB BUSH AND IS STAMPED
 OE1945'EATON N.Y.S.S. NO.129 1879 1942.
 OE1945'
 OE1945'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 OE1945'A 3- BY 4-FOOT BOULDER WHICH IS ABOUT 5 PACES W OF THE MOST
 OE1945'NORTHERLY OF SCRUB APPLE BUSHES.  MARK IS STAMPED EATON
 OE1945'N.Y.S.S. NO.129 1879 1942.
 OE1945'
 OE1945'AZIMUTH MARK IS 5 PACES E OF A WIRE FENCE, 23 PACES W OF
 OE1945'TRAIL ROAD TO STATION, AND 31 PACES N OF * GATE.  MARK IS A BRONZE
 OE1945'DISK SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 OE1945'GROUND AND IS STAMPED EATON N.Y.S.S. NO.129 1879 1942.
 OE1945'
 OE1945'TO REACH THE STATION FROM JUNCTIONS OF STATE ROUTES 5 AND
 OE1945'46, WHICH IS 1.15 MILES S OF ONEIDA, GO E ON ROUTE 5 FOR 1.2
 OE1945'MILES TO CROSSROADS AT TOP OF HILL, TURN RIGHT AND FOLLOW HAMILTON
 OE1945'AVENUE FOR 1.0 MILE TO CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR
 OE1945'2.15 MILES TO A CROSS ROAD AND STOP SIGN, CONTINUE STRAIGHT AHEAD
 OE1945'ON HAMILTON AVENUE FOR 1.05 MILES TO 2 GRAVEL ROADS GOING TO
 OE1945'THE RIGHT, TURN RIGHT ON THE LEFT GRAVEL ROAD FOR 1.2 MILES TO
 OE1945'MR. EATONS HOUSE ON THE LEFT, TURN LEFT INTO THE YARD THROUGH
 OE1945'THE BARNYARD UPHILL THROUGH THE PASTURE NORTHEASTERLY ON A
 OE1945'CATTLE TRAIL FOR 0.15 MILE TO A GATE TO ANOTHER PASTURE.  PASS
 OE1945'THROUGH THIS GATE, * AZIMUTH MARK HERE, AND CONTINUE ON THE
 OE1945'CATTLE TRAIL FOR 0.15 MILE TO A FENCE LANE RUNNING E FOR ABOUT
 OE1945'150 YARDS, THEN TURN LEFT AND GO UP THE HILL NORTHEASTERLY
 OE1945'FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 OE1945'
 OE1945'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OE1945
 OE1945                          STATION RECOVERY (1974)
 OE1945
 OE1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 OE1945'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 OE1945'TO THE REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN
 OE1945'FROM SOUTH-SOUTHWEST, CLOCKWISE TO NORTH.  OTHER AREAS ARE BLOCKED
 OE1945'BY DENSE TREES AND SCRUB APPLE TREES.  AZIMUTH MARK IS VISIBLE
 OE1945'FROM STATION.
 OE1945'
 OE1945'STATION IS ON PROPERTY OWNED BY MR. FRANK WILSON, ON THE HIGHEST
 OE1945'PART OF A HILL.  STATION MARK IS A STANDARD DISK STAMPED EATON
 OE1945'NYSS 129 1879 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OE1945'PROJECTING 3 INCHES FROM GROUND.  IT IS IN A CLEAR AREA JUST SOUTH
 OE1945'OF AN APPLE ROW AND AT WEST SIDE OF SOME SCRUB APPLE TREES, 27
 OE1945'FEET SOUTHWEST OF A 6-INCH APPLE TREE WITH A WITNESS SIGN NAILED
 OE1945'ONTO IT.
 OE1945'
 OE1945'RM NO. 1 IS A STANDARD DISK STAMPED EATON NYSS 129 1879 1942,
 OE1945'CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF A BOULDER 18 INCHES
 OE1945'WIDE AND 4 FEET LONG, AND PROJECTING 2 INCHES FROM GROUND.  IT
 OE1945'IS AT NORTHWEST EDGE OF A CLEARED LANE, 1 FOOT SOUTHWEST OF A
 OE1945'6-INCH MAPLE.
 OE1945'
 OE1945'RM NO. 2 IS A STANDARD DISK STAMPED EATON NYSS 129 1879 1942,
 OE1945'CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT BOULDER, 33 FEET
 OE1945'SOUTHWEST OF A 12-INCH APPLE TREE AND 83 FEET NORTHWEST OF A
 OE1945'12-INCH MAPLE.
 OE1945'
 OE1945'AZIMUTH MARK IS A STANDARD DISK STAMPED EATON NYSS 129 1879 1942,
 OE1945'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH GROUND.  IT IS
 OE1945'IN 3-INCH MAPLE GROWTH BEHIND A 1-STORY HOUSE NEXT DOOR TO THE
 OE1945'FRANK WILSON FARM, AND 95 FEET NORTH OF A GATE.
 OE1945'
 OE1945'TO REACH STATION FROM JUNCTION OF NY RTES. 5 AND 46 ABOUT 1 MILE
 OE1945'SOUTH OF ONEIDA, GO EAST ON NY RTE. 5 FOR 1.2 MILES TO CROSSROAD AT
 OE1945'TOP OF HILL.  TURN RIGHT AND FOLLOW HAMILTON AVE. FOR 1.0 MILE TO
 OE1945'CROSSROAD IN SHERRILL.  CONTINUE AHEAD, SOUTHEAST, FOR 2.15 MILES
 OE1945'TO CROSSROAD.  CONTINUE SOUTHEAST FOR 1.0 MILE TO 2 ROADS GOING
 OE1945'RIGHT.  TAKE THE LEFT ONE OF THESE ROADS AND GO SOUTH 1.2 MILES
 OE1945'TO MR. WILSONS FARM BUILDINGS ON LEFT.  GO LEFT, THROUGH
 OE1945'BARNYARD, AND FOLLOW FIELD ROAD NORTHEAST 0.15 MILE TO A GATE AND
 OE1945'AZIMUTH MARK.  CONTINUE EAST AND NORTHEAST FOR 0.3 MILE TO
 OE1945'STATION.
 OE1945'
 OE1945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1945'3-1/2 MILES SOUTH OF VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4917 ***********************************************************************
 KU4917  DESIGNATION -  12E 02N
 KU4917  PID         -  KU4917
 KU4917  STATE/COUNTY-  NY/NASSAU
 KU4917  USGS QUAD   -  JONES INLET (1975)
 KU4917
 KU4917                         *CURRENT SURVEY CONTROL
 KU4917  ___________________________________________________________________
 KU4917* NAD 83(1996)-  40 35 21.11317(N)    073 33 24.46910(W)     ADJUSTED  
 KU4917* NAVD 88     -         3.0    (meters)      10.     (feet)  GPS OBS   
 KU4917  ___________________________________________________________________
 KU4917  X           -   1,372,970.005 (meters)                     COMP
 KU4917  Y           -  -4,651,998.238 (meters)                     COMP
 KU4917  Z           -   4,127,868.044 (meters)                     COMP
 KU4917  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KU4917  ELLIP HEIGHT-         -28.69  (meters)          (12/03/02) GPS OBS
 KU4917  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU4917
 KU4917  HORZ ORDER  -  FIRST
 KU4917  ELLP ORDER  -  FOURTH    CLASS II
 KU4917
 KU4917.The horizontal coordinates were established by GPS observations
 KU4917.and adjusted by the National Geodetic Survey in January 1999..
 KU4917
 KU4917.The orthometric height was determined by GPS observations and a
 KU4917.high-resolution geoid model.
 KU4917
 KU4917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4917
 KU4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4917
 KU4917.The ellipsoidal height was determined by GPS observations
 KU4917.and is referenced to NAD 83.
 KU4917
 KU4917.The geoid height was determined by GEOID03.
 KU4917
 KU4917;                    North         East     Units Scale Factor Converg.
 KU4917;SPC NY L     -    47,015.061   337,519.560   MT  1.00000521   +0 17 23.6
 KU4917;SPC NY L     -   154,248.58  1,107,345.42   sFT  1.00000521   +0 17 23.6
 KU4917;UTM  18      - 4,494,156.647   622,128.050   MT  0.99978359   +0 56 20.8
 KU4917
 KU4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4917!SPC NY L     -   1.00000450  x   1.00000521  =   1.00000971
 KU4917!UTM  18      -   1.00000450  x   0.99978359  =   0.99978809
 KU4917
 KU4917|---------------------------------------------------------------------|
 KU4917| PID    Reference Object                     Distance      Geod. Az  |
 KU4917|                                                           dddmmss.s |
 KU4917| KU4551 12 E 02 N AZ MK                     339.695 METERS 08213     |
 KU4917|---------------------------------------------------------------------|
 KU4917
 KU4917                          SUPERSEDED SURVEY CONTROL
 KU4917
 KU4917  ELLIP H (01/11/99)  -28.69   (m)                       GP(       ) 4 1
 KU4917  NAD 83(1986)-  40 35 21.11624(N)    073 33 24.46799(W) AD(       ) 1
 KU4917  NGVD 29 (03/24/92)    3.4    (m)           11.     (f) GPS OBS        
 KU4917
 KU4917.Superseded values are not recommended for survey control.
 KU4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4917.See file dsdata.txt to determine how the superseded data were derived.
 KU4917
 KU4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2212894157(NAD 83)
 KU4917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4917_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4917_STAMPING: 12E02N
 KU4917_MARK LOGO: NYDPW 
 KU4917_PROJECTION: RECESSED 8 CENTIMETERS
 KU4917_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4917+STABILITY: POSITION/ELEVATION WELL
 KU4917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4917+SATELLITE: SATELLITE OBSERVATIONS - 2001
 KU4917_ROD/PIPE-DEPTH: 20.6 meters
 KU4917_SLEEVE-DEPTH  : 1.52 meters
 KU4917
 KU4917  HISTORY     - Date     Condition        Report By
 KU4917  HISTORY     - 1989     MONUMENTED       SBAS
 KU4917  HISTORY     - 2001     GOOD             SBAS
 KU4917
 KU4917                          STATION DESCRIPTION
 KU4917
 KU4917'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4917'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, 260 FEET
 KU4917'(79.2 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE JONES
 KU4917'BEACH CAUSEWAY AND 32 FEET (9.8 M) WEST OF THE CENTERLINE OF THE
 KU4917'ENTRANCE ROAD TO THE COAST GUARD STATION,IN THE GRASS AREA BEHIND THE
 KU4917'CURB.
 KU4917'THE LOCATION TIES ARE 58.2 FEET (17.7 M) FROM THE NORTH EAST CORNER OF
 KU4917'THE SIGN ON THE WEST SIDE OF THE ENTRANCE ROAD, 98.1 FEET (29.9 M)
 KU4917'FROM THE NORTH WEST CORNER OF THE SIGN ON THE EAST SIDE OF THE
 KU4917'ENTRANCE ROAD AND 17.0 FEET (5.2 M) FROM THE WEST EDGE OF THE
 KU4917'CONCRETE ENTRANCE ROAD.
 KU4917
 KU4917                          STATION RECOVERY (2001)
 KU4917
 KU4917'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 2001
 KU4917'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4918 ***********************************************************************
 KU4918  DESIGNATION -  12E 04N
 KU4918  PID         -  KU4918
 KU4918  STATE/COUNTY-  NY/NASSAU
 KU4918  USGS QUAD   -  JONES INLET (1975)
 KU4918
 KU4918                         *CURRENT SURVEY CONTROL
 KU4918  ___________________________________________________________________
 KU4918* NAD 83(1996)-  40 37 06.10564(N)    073 33 30.68858(W)     ADJUSTED  
 KU4918* NAVD 88     -         2.6    (meters)       9.     (feet)  GPS OBS   
 KU4918  ___________________________________________________________________
 KU4918  X           -   1,372,233.088 (meters)                     COMP
 KU4918  Y           -  -4,650,017.814 (meters)                     COMP
 KU4918  Z           -   4,130,326.661 (meters)                     COMP
 KU4918  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KU4918  ELLIP HEIGHT-         -29.03  (meters)          (12/03/02) GPS OBS
 KU4918  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU4918
 KU4918  HORZ ORDER  -  FIRST
 KU4918  ELLP ORDER  -  FOURTH    CLASS II
 KU4918
 KU4918.The horizontal coordinates were established by GPS observations
 KU4918.and adjusted by the National Geodetic Survey in January 1999..
 KU4918
 KU4918.The orthometric height was determined by GPS observations and a
 KU4918.high-resolution geoid model.
 KU4918
 KU4918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4918
 KU4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4918
 KU4918.The ellipsoidal height was determined by GPS observations
 KU4918.and is referenced to NAD 83.
 KU4918
 KU4918.The geoid height was determined by GEOID03.
 KU4918
 KU4918;                    North         East     Units Scale Factor Converg.
 KU4918;SPC NY L     -    50,252.911   337,356.985   MT  1.00000304   +0 17 19.5
 KU4918;SPC NY L     -   164,871.43  1,106,812.04   sFT  1.00000304   +0 17 19.5
 KU4918;UTM  18      - 4,497,391.732   621,928.827   MT  0.99978299   +0 56 18.7
 KU4918
 KU4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4918!SPC NY L     -   1.00000455  x   1.00000304  =   1.00000759
 KU4918!UTM  18      -   1.00000455  x   0.99978299  =   0.99978754
 KU4918
 KU4918:                Primary Azimuth Mark                     Grid Az
 KU4918:SPC NY L     -  12E 04N AZ                               324 04 14.0
 KU4918:UTM  18      -  12E 04N AZ                               323 25 14.8
 KU4918
 KU4918|---------------------------------------------------------------------|
 KU4918| PID    Reference Object                     Distance      Geod. Az  |
 KU4918|                                                           dddmmss.s |
 KU4918| KU4935 12E 04N AZ                          421.580 METERS 3242133.5 |
 KU4918|---------------------------------------------------------------------|
 KU4918
 KU4918                          SUPERSEDED SURVEY CONTROL
 KU4918
 KU4918  ELLIP H (01/11/99)  -29.03   (m)                       GP(       ) 4 1
 KU4918  NAD 83(1986)-  40 37 06.10882(N)    073 33 30.68762(W) AD(       ) 1
 KU4918  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4918
 KU4918.Superseded values are not recommended for survey control.
 KU4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4918.See file dsdata.txt to determine how the superseded data were derived.
 KU4918
 KU4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2192997392(NAD 83)
 KU4918_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4918_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4918_STAMPING: 12E04N
 KU4918_MARK LOGO: NYDPW 
 KU4918_PROJECTION: RECESSED 8 CENTIMETERS
 KU4918_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4918+STABILITY: POSITION/ELEVATION WELL
 KU4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4918+SATELLITE: SATELLITE OBSERVATIONS - 2001
 KU4918_ROD/PIPE-DEPTH: 20.6 meters
 KU4918_SLEEVE-DEPTH  : 1.52 meters
 KU4918
 KU4918  HISTORY     - Date     Condition        Report By
 KU4918  HISTORY     - 1989     MONUMENTED       SBAS
 KU4918  HISTORY     - 2001     GOOD             SBAS
 KU4918
 KU4918                          STATION DESCRIPTION
 KU4918
 KU4918'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4918'THE POINT IS LOCATED IN PETTIT MARSH, TOWN OF HEMPSTEAD, 18 FEET
 KU4918'(5.5 M) WEST OF THE EDGE OF THE PAVEMENT OF THE SOUTH BOUND LANES OF
 KU4918'THE MEADOWBROOK PARKWAY AND 0.5 MILES (0.8 KM) NORTH OF THE LOOP
 KU4918'PARKWAY,IN THE GRASS AREA ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU4918'THE LOCATION TIES ARE 71.6 FEET (21.8 M) FROM THE NORTH WEST VERTICAL
 KU4918'SUPPORT OF THE OVERHEAD SIGN, 72.6 FEET (22.1 M) FROM THE LIGHT POLE
 KU4918'NUMBER S605 AND 18.2 FEET (5.5 M) FROM THE EDGE OF THE PAVEMENT.
 KU4918
 KU4918                          STATION RECOVERY (2001)
 KU4918
 KU4918'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 2001
 KU4918'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4935 ***********************************************************************
 KU4935  DESIGNATION -  12E 04N AZ
 KU4935  PID         -  KU4935
 KU4935  STATE/COUNTY-  NY/NASSAU
 KU4935  USGS QUAD   -  JONES INLET (1975)
 KU4935
 KU4935                         *CURRENT SURVEY CONTROL
 KU4935  ___________________________________________________________________
 KU4935* NAD 83(1996)-  40 37 17.21260(N)    073 33 41.14015(W)     ADJUSTED  
 KU4935* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KU4935  ___________________________________________________________________
 KU4935  X           -   1,371,934.376 (meters)                     COMP
 KU4935  Y           -  -4,649,873.509 (meters)                     COMP
 KU4935  Z           -   4,130,586.806 (meters)                     COMP
 KU4935  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KU4935  ELLIP HEIGHT-         -28.89  (meters)          (12/03/02) GPS OBS
 KU4935  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU4935
 KU4935  HORZ ORDER  -  FIRST
 KU4935  ELLP ORDER  -  FOURTH    CLASS II
 KU4935
 KU4935.The horizontal coordinates were established by GPS observations
 KU4935.and adjusted by the National Geodetic Survey in January 1999..
 KU4935
 KU4935.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4935
 KU4935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4935
 KU4935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4935
 KU4935.The ellipsoidal height was determined by GPS observations
 KU4935.and is referenced to NAD 83.
 KU4935
 KU4935.The geoid height was determined by GEOID03.
 KU4935
 KU4935;                    North         East     Units Scale Factor Converg.
 KU4935;SPC NY L     -    50,594.282   337,109.606   MT  1.00000282   +0 17 12.7
 KU4935;SPC NY L     -   165,991.41  1,106,000.43   sFT  1.00000282   +0 17 12.7
 KU4935;UTM  18      - 4,497,730.201   621,677.648   MT  0.99978224   +0 56 12.2
 KU4935
 KU4935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4935!SPC NY L     -   1.00000453  x   1.00000282  =   1.00000735
 KU4935!UTM  18      -   1.00000453  x   0.99978224  =   0.99978677
 KU4935
 KU4935:                Primary Azimuth Mark                     Grid Az
 KU4935:SPC NY L     -  12E 04N                                  144 04 14.0
 KU4935:UTM  18      -  12E 04N                                  143 25 14.5
 KU4935
 KU4935|---------------------------------------------------------------------|
 KU4935| PID    Reference Object                     Distance      Geod. Az  |
 KU4935|                                                           dddmmss.s |
 KU4935| KU4918 12E 04N                             421.580 METERS 1442126.7 |
 KU4935|---------------------------------------------------------------------|
 KU4935
 KU4935                          SUPERSEDED SURVEY CONTROL
 KU4935
 KU4935  ELLIP H (01/11/99)  -28.89   (m)                       GP(       ) 4 1
 KU4935  NAD 83(1986)-  40 37 17.21578(N)    073 33 41.13921(W) AD(       ) 1
 KU4935  NGVD 29 (03/24/92)    3.1    (m)           10.     (f) GPS OBS        
 KU4935
 KU4935.Superseded values are not recommended for survey control.
 KU4935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4935.See file dsdata.txt to determine how the superseded data were derived.
 KU4935
 KU4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2167897730(NAD 83)
 KU4935_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4935_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4935_STAMPING: 12E04NAZ
 KU4935_MARK LOGO: NYDPW 
 KU4935_PROJECTION: RECESSED 8 CENTIMETERS
 KU4935_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4935+STABILITY: POSITION/ELEVATION WELL
 KU4935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4935+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4935_ROD/PIPE-DEPTH: 20.6 meters
 KU4935_SLEEVE-DEPTH  : 1.52 meters
 KU4935
 KU4935  HISTORY     - Date     Condition        Report By
 KU4935  HISTORY     - 1989     MONUMENTED       SBAS
 KU4935
 KU4935                          STATION DESCRIPTION
 KU4935
 KU4935'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4935'THE POINT IS LOCATED IN PETTIT MARSH, TOWN OF HEMPSTEAD, 8 FEET
 KU4935'(2.4 M) WEST OF THE EDGE OF THE PAVEMENT OF THE SOUTH BOUND LANES OF
 KU4935'THE MEADOWBROOK PARKWAY AND 0.8 OF A MILE NORTH OF THE JONES BEACH
 KU4935'TOLL BOOTHS,IN THE GRASS AREA ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU4935'THE LOCATION TIES ARE 97.7 FEET (29.8 M) FROM THE LIGHT POLE NUMBER
 KU4935'64-B IN THE MEDIAN, 56.3 FEET (17.2 M) FROM THE CATCH BASIN AND 8.4
 KU4935'FEET (2.6 M) FROM THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4919 ***********************************************************************
 KU4919  DESIGNATION -  12E 06N
 KU4919  PID         -  KU4919
 KU4919  STATE/COUNTY-  NY/NASSAU
 KU4919  USGS QUAD   -  FREEPORT (1979)
 KU4919
 KU4919                         *CURRENT SURVEY CONTROL
 KU4919  ___________________________________________________________________
 KU4919* NAD 83(1996)-  40 38 42.90524(N)    073 33 25.30631(W)     ADJUSTED  
 KU4919* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4919  ___________________________________________________________________
 KU4919  X           -   1,371,803.873 (meters)                     COMP
 KU4919  Y           -  -4,648,116.556 (meters)                     COMP
 KU4919  Z           -   4,132,592.181 (meters)                     COMP
 KU4919  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KU4919  ELLIP HEIGHT-         -29.81  (meters)          (12/03/02) GPS OBS
 KU4919  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU4919
 KU4919  HORZ ORDER  -  FIRST
 KU4919  ELLP ORDER  -  FOURTH    CLASS II
 KU4919
 KU4919.The horizontal coordinates were established by GPS observations
 KU4919.and adjusted by the National Geodetic Survey in January 1999..
 KU4919
 KU4919.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4919
 KU4919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4919
 KU4919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4919
 KU4919.The ellipsoidal height was determined by GPS observations
 KU4919.and is referenced to NAD 83.
 KU4919
 KU4919.The geoid height was determined by GEOID03.
 KU4919
 KU4919;                    North         East     Units Scale Factor Converg.
 KU4919;SPC NY L     -    53,239.431   337,468.396   MT  1.00000126   +0 17 23.1
 KU4919;SPC NY L     -   174,669.70  1,107,177.56   sFT  1.00000126   +0 17 23.1
 KU4919;UTM  18      - 4,500,378.669   622,006.332   MT  0.99978322   +0 56 24.1
 KU4919
 KU4919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4919!SPC NY L     -   1.00000468  x   1.00000126  =   1.00000594
 KU4919!UTM  18      -   1.00000468  x   0.99978322  =   0.99978790
 KU4919
 KU4919|---------------------------------------------------------------------|
 KU4919| PID    Reference Object                     Distance      Geod. Az  |
 KU4919|                                                           dddmmss.s |
 KU4919| KU4936 12E 06N AZ                          177.484 METERS 10029     |
 KU4919| KU4920 12E 07N                             APPROX. 1.8 KM 3481439.9 |
 KU4919|---------------------------------------------------------------------|
 KU4919
 KU4919                          SUPERSEDED SURVEY CONTROL
 KU4919
 KU4919  ELLIP H (01/11/99)  -29.81   (m)                       GP(       ) 4 1
 KU4919  NAD 83(1996)-  40 38 42.90848(N)    073 33 25.30509(W) AD(       ) 1
 KU4919  NAD 83(1992)-  40 38 42.90842(N)    073 33 25.30495(W) AD(       ) 1
 KU4919  NAD 83(1986)-  40 38 42.90865(N)    073 33 25.30544(W) AD(       ) 1
 KU4919  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU4919
 KU4919.Superseded values are not recommended for survey control.
 KU4919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4919.See file dsdata.txt to determine how the superseded data were derived.
 KU4919
 KU4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2200600379(NAD 83)
 KU4919_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4919_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4919_STAMPING: 12E06N
 KU4919_MARK LOGO: NYDPW 
 KU4919_PROJECTION: RECESSED 8 CENTIMETERS
 KU4919_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4919+STABILITY: POSITION/ELEVATION WELL
 KU4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4919+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4919_ROD/PIPE-DEPTH: 20.6 meters
 KU4919_SLEEVE-DEPTH  : 1.52 meters
 KU4919
 KU4919  HISTORY     - Date     Condition        Report By
 KU4919  HISTORY     - 1989     MONUMENTED       SBAS
 KU4919
 KU4919                          STATION DESCRIPTION
 KU4919
 KU4919'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4919'THE POINT IS LOCATED IN MERRICK,TOWN OF HEMPSTEAD,22 FEET EAST OF THE
 KU4919'CENTER LINE OF CLUBHOUSE ROAD AND 541 FEET (164.9 M) NORTH OF THE
 KU4919'CENTER LINE OF JOHN STREET,IN THE CONCRETE SIDEWALK.
 KU4919'THE LOCATION TIES ARE 6.7 FEET (2.0 M) FROM THE NORTH WEST CORNER OF
 KU4919'THE CHAIN LINK FENCE,47.1 FEET FROM THE HYDRANT AND 47.5 FEET
 KU4919'(14.5 M) FROM THE CENTER OF THE DRAIN MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4936 ***********************************************************************
 KU4936  DESIGNATION -  12E 06N AZ
 KU4936  PID         -  KU4936
 KU4936  STATE/COUNTY-  NY/NASSAU
 KU4936  USGS QUAD   -  FREEPORT (1979)
 KU4936
 KU4936                         *CURRENT SURVEY CONTROL
 KU4936  ___________________________________________________________________
 KU4936* NAD 83(1996)-  40 38 41.85780(N)    073 33 17.87865(W)     ADJUSTED  
 KU4936* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4936  ___________________________________________________________________
 KU4936  X           -   1,371,977.238 (meters)                     COMP
 KU4936  Y           -  -4,648,087.433 (meters)                     COMP
 KU4936  Z           -   4,132,567.751 (meters)                     COMP
 KU4936  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KU4936  ELLIP HEIGHT-         -29.68  (meters)          (12/03/02) GPS OBS
 KU4936  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU4936
 KU4936  HORZ ORDER  -  FIRST
 KU4936  ELLP ORDER  -  FOURTH    CLASS II
 KU4936
 KU4936.The horizontal coordinates were established by GPS observations
 KU4936.and adjusted by the National Geodetic Survey in January 1999..
 KU4936
 KU4936.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4936
 KU4936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4936
 KU4936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4936
 KU4936.The ellipsoidal height was determined by GPS observations
 KU4936.and is referenced to NAD 83.
 KU4936
 KU4936.The geoid height was determined by GEOID03.
 KU4936
 KU4936;                    North         East     Units Scale Factor Converg.
 KU4936;SPC NY L     -    53,208.006   337,643.076   MT  1.00000128   +0 17 27.9
 KU4936;SPC NY L     -   174,566.60  1,107,750.66   sFT  1.00000128   +0 17 27.9
 KU4936;UTM  18      - 4,500,349.235   622,181.319   MT  0.99978375   +0 56 28.9
 KU4936
 KU4936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4936!SPC NY L     -   1.00000466  x   1.00000128  =   1.00000594
 KU4936!UTM  18      -   1.00000466  x   0.99978375  =   0.99978840
 KU4936
 KU4936|---------------------------------------------------------------------|
 KU4936| PID    Reference Object                     Distance      Geod. Az  |
 KU4936|                                                           dddmmss.s |
 KU4936| KU4919 12E 06N                             177.484 METERS 28029     |
 KU4936|---------------------------------------------------------------------|
 KU4936
 KU4936                          SUPERSEDED SURVEY CONTROL
 KU4936
 KU4936  ELLIP H (01/11/99)  -29.68   (m)                       GP(       ) 4 1
 KU4936  NAD 83(1996)-  40 38 41.86098(N)    073 33 17.87742(W) AD(       ) 1
 KU4936  NAD 83(1992)-  40 38 41.86089(N)    073 33 17.87724(W) AD(       ) 1
 KU4936  NAD 83(1986)-  40 38 41.86113(N)    073 33 17.87786(W) AD(       ) 1
 KU4936  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4936
 KU4936.Superseded values are not recommended for survey control.
 KU4936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4936.See file dsdata.txt to determine how the superseded data were derived.
 KU4936
 KU4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2218100349(NAD 83)
 KU4936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4936_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4936_STAMPING: 12E06NAZ
 KU4936_MARK LOGO: NYDPW 
 KU4936_PROJECTION: RECESSED 8 CENTIMETERS
 KU4936_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4936+STABILITY: POSITION/ELEVATION WELL
 KU4936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4936+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4936_ROD/PIPE-DEPTH: 20.6 meters
 KU4936_SLEEVE-DEPTH  : 1.52 meters
 KU4936
 KU4936  HISTORY     - Date     Condition        Report By
 KU4936  HISTORY     - 1989     MONUMENTED       SBAS
 KU4936
 KU4936                          STATION DESCRIPTION
 KU4936
 KU4936'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4936'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD, 53 FEET (16.2 M)
 KU4936'EAST OF THE CENTERLINE OF ANN ROAD AND 19 FEET (5.8 M) NORTH OF THE
 KU4936'CENTERLINE OF JOHN STREET,IN THE CONCRETE SIDEWALK.
 KU4936'THE LOCATION TIES ARE 5.9 FEET (1.8 M) FROM THE SOUTH EAST CORNER OF
 KU4936'THE CHAIN LINK FENCE, 51.4 FEET (15.7 M) FROM THE CENTER OF THE
 KU4936'UITLITY POLE NUMBER 6 AND 56.7 FEET (17.3 M) FROM THE CENTER OF THE
 KU4936'SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4920 ***********************************************************************
 KU4920  DESIGNATION -  12E 07N
 KU4920  PID         -  KU4920
 KU4920  STATE/COUNTY-  NY/NASSAU
 KU4920  USGS QUAD   -  FREEPORT (1979)
 KU4920
 KU4920                         *CURRENT SURVEY CONTROL
 KU4920  ___________________________________________________________________
 KU4920* NAD 83(1996)-  40 39 39.34227(N)    073 33 40.72900(W)     ADJUSTED  
 KU4920* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 KU4920  ___________________________________________________________________
 KU4920  X           -   1,371,135.977 (meters)                     COMP
 KU4920  Y           -  -4,647,133.379 (meters)                     COMP
 KU4920  Z           -   4,133,914.757 (meters)                     COMP
 KU4920  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4920  ELLIP HEIGHT-         -27.00  (meters)          (12/03/02) GPS OBS
 KU4920  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4920
 KU4920  HORZ ORDER  -  FIRST
 KU4920  ELLP ORDER  -  FOURTH    CLASS II
 KU4920
 KU4920.The horizontal coordinates were established by GPS observations
 KU4920.and adjusted by the National Geodetic Survey in January 1999..
 KU4920
 KU4920.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4920
 KU4920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4920
 KU4920.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4920
 KU4920.The ellipsoidal height was determined by GPS observations
 KU4920.and is referenced to NAD 83.
 KU4920
 KU4920.The geoid height was determined by GEOID03.
 KU4920
 KU4920;                    North         East     Units Scale Factor Converg.
 KU4920;SPC NY L     -    54,978.469   337,097.314   MT  1.00000032   +0 17 13.0
 KU4920;SPC NY L     -   180,375.19  1,105,960.10   sFT  1.00000032   +0 17 13.0
 KU4920;UTM  18      - 4,502,113.004   621,615.617   MT  0.99978205   +0 56 15.1
 KU4920
 KU4920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4920!SPC NY L     -   1.00000424  x   1.00000032  =   1.00000456
 KU4920!UTM  18      -   1.00000424  x   0.99978205  =   0.99978628
 KU4920
 KU4920:                Primary Azimuth Mark                     Grid Az
 KU4920:SPC NY L     -  12E 07N AZ                               136 42 13.1
 KU4920:UTM  18      -  12E 07N AZ                               136 03 11.0
 KU4920
 KU4920|---------------------------------------------------------------------|
 KU4920| PID    Reference Object                     Distance      Geod. Az  |
 KU4920|                                                           dddmmss.s |
 KU4920| KU4937 12E 07N AZ                          411.582 METERS 1365926.1 |
 KU4920| KU4919 12E 06N                             APPROX. 1.8 KM 1681429.9 |
 KU4920|---------------------------------------------------------------------|
 KU4920
 KU4920                          SUPERSEDED SURVEY CONTROL
 KU4920
 KU4920  ELLIP H (01/11/99)  -27.00   (m)                       GP(       ) 4 1
 KU4920  NAD 83(1996)-  40 39 39.34550(N)    073 33 40.72779(W) AD(       ) 1
 KU4920  NAD 83(1992)-  40 39 39.34542(N)    073 33 40.72762(W) AD(       ) 1
 KU4920  NAD 83(1986)-  40 39 39.34574(N)    073 33 40.72835(W) AD(       ) 1
 KU4920  NGVD 29 (03/24/92)    4.9    (m)           16.     (f) GPS OBS        
 KU4920
 KU4920.Superseded values are not recommended for survey control.
 KU4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4920.See file dsdata.txt to determine how the superseded data were derived.
 KU4920
 KU4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2161602113(NAD 83)
 KU4920_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4920_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4920_STAMPING: 12E07N
 KU4920_MARK LOGO: NYDPW 
 KU4920_PROJECTION: RECESSED 8 CENTIMETERS
 KU4920_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4920+STABILITY: POSITION/ELEVATION WELL
 KU4920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4920+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 KU4920_ROD/PIPE-DEPTH: 20.6 meters
 KU4920_SLEEVE-DEPTH  : 1.52 meters
 KU4920
 KU4920  HISTORY     - Date     Condition        Report By
 KU4920  HISTORY     - 1990     MONUMENTED       SBAS
 KU4920  HISTORY     - 19910409 GOOD
 KU4920
 KU4920                          STATION DESCRIPTION
 KU4920
 KU4920'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4920'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD, 45 FEET (13.7 M)
 KU4920'NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SUNRISE HIGHWAY AND
 KU4920'43 FEET (13.1 M) WEST OF THE CENTERLINE OF BABYLON TURNPIKE,IN THE
 KU4920'ASPHALT PAVED AREA OF THE MEDIAN.
 KU4920'THE LOCATION TIES ARE 8.4 FEET (2.6 M) FROM THE CENTER OF THE
 KU4920'PEDESTRIAN CROSSING PUSH BUTTON POLE, 81.2 FEET (24.7 M) FROM THE
 KU4920'CENTER OF THE TRAFFIC LIGHT POLE AND 80.2 FEET (24.4 M) FROM THE
 KU4920'NORTH EAST CORNER OF THE CATCH BASIN ON THE SOUTH WEST CORNER OF
 KU4920'SUNRISE HIGHWAY AND BABYLON TURNPIKE.
 KU4920
 KU4920                          STATION RECOVERY (1991)
 KU4920
 KU4920'RECOVERED 1991
 KU4920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4937 ***********************************************************************
 KU4937  DESIGNATION -  12E 07N AZ
 KU4937  PID         -  KU4937
 KU4937  STATE/COUNTY-  NY/NASSAU
 KU4937  USGS QUAD   -  FREEPORT (1979)
 KU4937
 KU4937                         *CURRENT SURVEY CONTROL
 KU4937  ___________________________________________________________________
 KU4937* NAD 83(1996)-  40 39 29.58521(N)    073 33 28.77782(W)     ADJUSTED  
 KU4937* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KU4937  ___________________________________________________________________
 KU4937  X           -   1,371,460.497 (meters)                     COMP
 KU4937  Y           -  -4,647,241.185 (meters)                     COMP
 KU4937  Z           -   4,133,685.707 (meters)                     COMP
 KU4937  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 KU4937  ELLIP HEIGHT-         -28.13  (meters)          (12/03/02) GPS OBS
 KU4937  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4937
 KU4937  HORZ ORDER  -  FIRST
 KU4937  ELLP ORDER  -  FOURTH    CLASS II
 KU4937
 KU4937.The horizontal coordinates were established by GPS observations
 KU4937.and adjusted by the National Geodetic Survey in January 1999..
 KU4937
 KU4937.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4937
 KU4937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4937
 KU4937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4937
 KU4937.The ellipsoidal height was determined by GPS observations
 KU4937.and is referenced to NAD 83.
 KU4937
 KU4937.The geoid height was determined by GEOID03.
 KU4937
 KU4937;                    North         East     Units Scale Factor Converg.
 KU4937;SPC NY L     -    54,678.913   337,379.565   MT  1.00000048   +0 17 20.8
 KU4937;SPC NY L     -   179,392.40  1,106,886.12   sFT  1.00000048   +0 17 20.8
 KU4937;UTM  18      - 4,501,816.736   621,901.189   MT  0.99978291   +0 56 22.7
 KU4937
 KU4937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4937!SPC NY L     -   1.00000441  x   1.00000048  =   1.00000489
 KU4937!UTM  18      -   1.00000441  x   0.99978291  =   0.99978732
 KU4937
 KU4937:                Primary Azimuth Mark                     Grid Az
 KU4937:SPC NY L     -  12E 07N                                  316 42 13.1
 KU4937:UTM  18      -  12E 07N                                  316 03 11.2
 KU4937
 KU4937|---------------------------------------------------------------------|
 KU4937| PID    Reference Object                     Distance      Geod. Az  |
 KU4937|                                                           dddmmss.s |
 KU4937| KU4920 12E 07N                             411.582 METERS 3165933.9 |
 KU4937|---------------------------------------------------------------------|
 KU4937
 KU4937                          SUPERSEDED SURVEY CONTROL
 KU4937
 KU4937  ELLIP H (01/11/99)  -28.13   (m)                       GP(       ) 4 1
 KU4937  NAD 83(1996)-  40 39 29.58842(N)    073 33 28.77661(W) AD(       ) 1
 KU4937  NAD 83(1992)-  40 39 29.58834(N)    073 33 28.77642(W) AD(       ) 1
 KU4937  NAD 83(1986)-  40 39 29.58868(N)    073 33 28.77715(W) AD(       ) 1
 KU4937  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4937
 KU4937.Superseded values are not recommended for survey control.
 KU4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4937.See file dsdata.txt to determine how the superseded data were derived.
 KU4937
 KU4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2190101817(NAD 83)
 KU4937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4937_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4937_STAMPING: 12E07NAZ
 KU4937_MARK LOGO: NYDPW 
 KU4937_PROJECTION: RECESSED 8 CENTIMETERS
 KU4937_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4937+STABILITY: POSITION/ELEVATION WELL
 KU4937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4937+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 KU4937_ROD/PIPE-DEPTH: 20.6 meters
 KU4937_SLEEVE-DEPTH  : 1.52 meters
 KU4937
 KU4937  HISTORY     - Date     Condition        Report By
 KU4937  HISTORY     - 1990     MONUMENTED       SBAS
 KU4937  HISTORY     - 19910429 GOOD
 KU4937
 KU4937                          STATION DESCRIPTION
 KU4937
 KU4937'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4937'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4937'SOUTH OF THE CENTERLINE OF GREGORY AVENUE AND 23 FEET (7.0 M) EAST OF
 KU4937'THE CENTERLINE OF BABYLON TURNPIKE,IN THE CONCRETE SIDEWALK.
 KU4937'THE LOCATION TIES ARE 14.7 FEET (4.5 M) FROM THE CENTER OF THE SEWER
 KU4937'MANHOLE, 48.4 FEET (14.8 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU4937'56.5 FEET (17.2 M) FROM THE CENTER OF THE NEW YORK TELEPHONE UTILITY
 KU4937'POLE NUMBER 15.
 KU4937
 KU4937                          STATION RECOVERY (1991)
 KU4937
 KU4937'RECOVERED 1991
 KU4937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4938 ***********************************************************************
 KU4938  DESIGNATION -  12E 08N AZ
 KU4938  PID         -  KU4938
 KU4938  STATE/COUNTY-  NY/NASSAU
 KU4938  USGS QUAD   -  FREEPORT (1979)
 KU4938
 KU4938                         *CURRENT SURVEY CONTROL
 KU4938  ___________________________________________________________________
 KU4938* NAD 83(1996)-  40 40 14.59235(N)    073 33 33.00591(W)     ADJUSTED  
 KU4938* NAVD 88     -         7.8    (meters)      26.     (feet)  VERTCON   
 KU4938  ___________________________________________________________________
 KU4938  X           -   1,371,110.139 (meters)                     COMP
 KU4938  Y           -  -4,646,404.827 (meters)                     COMP
 KU4938  Z           -   4,134,741.659 (meters)                     COMP
 KU4938  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KU4938  ELLIP HEIGHT-         -23.73  (meters)          (12/03/02) GPS OBS
 KU4938  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4938
 KU4938  HORZ ORDER  -  FIRST
 KU4938  ELLP ORDER  -  FOURTH    CLASS II
 KU4938
 KU4938.The horizontal coordinates were established by GPS observations
 KU4938.and adjusted by the National Geodetic Survey in January 1999..
 KU4938
 KU4938.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4938
 KU4938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4938
 KU4938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4938
 KU4938.The ellipsoidal height was determined by GPS observations
 KU4938.and is referenced to NAD 83.
 KU4938
 KU4938.The geoid height was determined by GEOID03.
 KU4938
 KU4938;                    North         East     Units Scale Factor Converg.
 KU4938;SPC NY L     -    56,066.708   337,273.257   MT  0.99999978   +0 17 18.0
 KU4938;SPC NY L     -   183,945.52  1,106,537.34   sFT  0.99999978   +0 17 18.0
 KU4938;UTM  18      - 4,503,202.933   621,779.155   MT  0.99978254   +0 56 20.8
 KU4938
 KU4938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4938!SPC NY L     -   1.00000372  x   0.99999978  =   1.00000350
 KU4938!UTM  18      -   1.00000372  x   0.99978254  =   0.99978626
 KU4938
 KU4938|---------------------------------------------------------------------|
 KU4938| PID    Reference Object                     Distance      Geod. Az  |
 KU4938|                                                           dddmmss.s |
 KU4938| KU4543 12 E 08 N                           250.338 METERS 08918     |
 KU4938|---------------------------------------------------------------------|
 KU4938
 KU4938                          SUPERSEDED SURVEY CONTROL
 KU4938
 KU4938  ELLIP H (01/11/99)  -23.73   (m)                       GP(       ) 4 1
 KU4938  NAD 83(1996)-  40 40 14.59553(N)    073 33 33.00467(W) AD(       ) 1
 KU4938  NAD 83(1992)-  40 40 14.59542(N)    073 33 33.00445(W) AD(       ) 1
 KU4938  NAD 83(1986)-  40 40 14.59586(N)    073 33 33.00535(W) AD(       ) 1
 KU4938  NGVD 29 (03/24/92)    8.1    (m)           27.     (f) GPS OBS        
 KU4938
 KU4938.Superseded values are not recommended for survey control.
 KU4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4938.See file dsdata.txt to determine how the superseded data were derived.
 KU4938
 KU4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2177903203(NAD 83)
 KU4938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4938_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4938_STAMPING: 12E08NAZ
 KU4938_MARK LOGO: NYDPW 
 KU4938_PROJECTION: RECESSED 8 CENTIMETERS
 KU4938_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4938+STABILITY: POSITION/ELEVATION WELL
 KU4938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4938+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4938_ROD/PIPE-DEPTH: 20.6 meters
 KU4938_SLEEVE-DEPTH  : 1.52 meters
 KU4938
 KU4938  HISTORY     - Date     Condition        Report By
 KU4938  HISTORY     - 1989     MONUMENTED       SBAS
 KU4938
 KU4938                          STATION DESCRIPTION
 KU4938
 KU4938'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4938'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD,SOUTH OF THE TRACK
 KU4938'OF THE MERRICK AVENUE JUNIOR HIGH SCHOOL,337 FEET EAST OF THE
 KU4938'CENTERLINE OF NASSAU STREET AND 21 FEET (6.4 M) NORTH OF THE
 KU4938'CENTERLINE OF FREDRICK AVENUE,IN THE CONCRETE SIDEWALK.
 KU4938'THE LOCATION TIES ARE 64.8 FEET (19.8 M) FROM LONG ISLAND LIGHTING
 KU4938'COMPANY UTILITY POLE NUMBER 22,44.9 FEET FROM THE SEWER MANHOLE,56.8
 KU4938'FEET FROM THE DRAIN MANHOLE AND 6.1 FEET (1.9 M) FROM THE FACE OF THE
 KU4938'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4939 ***********************************************************************
 KU4939  DESIGNATION -  12E 09N AZ
 KU4939  PID         -  KU4939
 KU4939  STATE/COUNTY-  NY/NASSAU
 KU4939  USGS QUAD   -  FREEPORT (1979)
 KU4939
 KU4939                         *CURRENT SURVEY CONTROL
 KU4939  ___________________________________________________________________
 KU4939* NAD 83(1996)-  40 41 21.81690(N)    073 33 45.34699(W)     ADJUSTED  
 KU4939* NAVD 88     -        15.6    (meters)      51.     (feet)  VERTCON   
 KU4939  ___________________________________________________________________
 KU4939  X           -   1,370,451.341 (meters)                     COMP
 KU4939  Y           -  -4,645,196.136 (meters)                     COMP
 KU4939  Z           -   4,136,319.346 (meters)                     COMP
 KU4939  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KU4939  ELLIP HEIGHT-         -15.88  (meters)          (12/03/02) GPS OBS
 KU4939  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4939
 KU4939  HORZ ORDER  -  FIRST
 KU4939  ELLP ORDER  -  FOURTH    CLASS II
 KU4939
 KU4939.The horizontal coordinates were established by GPS observations
 KU4939.and adjusted by the National Geodetic Survey in January 1999..
 KU4939
 KU4939.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4939
 KU4939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4939
 KU4939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4939
 KU4939.The ellipsoidal height was determined by GPS observations
 KU4939.and is referenced to NAD 83.
 KU4939
 KU4939.The geoid height was determined by GEOID03.
 KU4939
 KU4939;                    North         East     Units Scale Factor Converg.
 KU4939;SPC NY L     -    58,138.876   336,973.054   MT  0.99999881   +0 17 10.0
 KU4939;SPC NY L     -   190,743.96  1,105,552.43   sFT  0.99999881   +0 17 10.0
 KU4939;UTM  18      - 4,505,271.107   621,455.499   MT  0.99978157   +0 56 14.1
 KU4939
 KU4939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4939!SPC NY L     -   1.00000249  x   0.99999881  =   1.00000130
 KU4939!UTM  18      -   1.00000249  x   0.99978157  =   0.99978406
 KU4939
 KU4939|---------------------------------------------------------------------|
 KU4939| PID    Reference Object                     Distance      Geod. Az  |
 KU4939|                                                           dddmmss.s |
 KU4939| KU4552 12 E 09 N                           360.054 METERS 08203     |
 KU4939|---------------------------------------------------------------------|
 KU4939
 KU4939                          SUPERSEDED SURVEY CONTROL
 KU4939
 KU4939  ELLIP H (01/11/99)  -15.87   (m)                       GP(       ) 4 1
 KU4939  NAD 83(1996)-  40 41 21.82010(N)    073 33 45.34577(W) AD(       ) 1
 KU4939  NAD 83(1992)-  40 41 21.82001(N)    073 33 45.34558(W) AD(       ) 1
 KU4939  NAD 83(1986)-  40 41 21.82069(N)    073 33 45.34634(W) AD(       ) 1
 KU4939  NGVD 29 (03/24/92)   15.9    (m)           52.     (f) GPS OBS        
 KU4939
 KU4939.Superseded values are not recommended for survey control.
 KU4939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4939.See file dsdata.txt to determine how the superseded data were derived.
 KU4939
 KU4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2145505271(NAD 83)
 KU4939_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4939_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4939_STAMPING: 12E09NAZ
 KU4939_MARK LOGO: NYDPW 
 KU4939_PROJECTION: RECESSED 8 CENTIMETERS
 KU4939_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4939+STABILITY: POSITION/ELEVATION WELL
 KU4939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4939+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 KU4939_ROD/PIPE-DEPTH: 20.6 meters
 KU4939_SLEEVE-DEPTH  : 1.52 meters
 KU4939
 KU4939  HISTORY     - Date     Condition        Report By
 KU4939  HISTORY     - 1990     MONUMENTED       SBAS
 KU4939  HISTORY     - 19910429 GOOD
 KU4939
 KU4939                          STATION DESCRIPTION
 KU4939
 KU4939'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4939'THE POINT IS LOCATED IN NORTH MERRICK, TOWN OF HEMPSTEAD, 167 FEET
 KU4939'(50.9 M) SOUTH OF THE CENTERLINE  OF THE EASTBOUND LANES OF THE
 KU4939'SOUTHERN STATE PARKWAY AND 30 FEET (9.1 M) EAST OF THE CENTERLINE OF
 KU4939'MERRICK AVENUE,IN THE ASPHALT SIDEWALK.
 KU4939'THE LOCATION TIES ARE 61.9 FEET (18.9 M) FROM THE CENTER OF THE
 KU4939'UTILITY POLE ON THE EAST SIDE OF MERRICK AVENUE, 25.1 FEET (7.7 M)
 KU4939'FROM THE CENTER OF THE WATER VALVE AND 78.8 FEET (24.0 M) FROM THE
 KU4939'CENTER OF THE NEW YORK TELEPHONE UTILITY POLE NUMBER 139.
 KU4939
 KU4939                          STATION RECOVERY (1991)
 KU4939
 KU4939'RECOVERED 1991
 KU4939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4921 ***********************************************************************
 KU4921  DESIGNATION -  12E 10N
 KU4921  PID         -  KU4921
 KU4921  STATE/COUNTY-  NY/NASSAU
 KU4921  USGS QUAD   -  FREEPORT (1979)
 KU4921
 KU4921                         *CURRENT SURVEY CONTROL
 KU4921  ___________________________________________________________________
 KU4921* NAD 83(1996)-  40 41 50.05209(N)    073 33 13.85142(W)     ADJUSTED  
 KU4921* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 KU4921  ___________________________________________________________________
 KU4921  X           -   1,370,999.837 (meters)                     COMP
 KU4921  Y           -  -4,644,442.138 (meters)                     COMP
 KU4921  Z           -   4,136,979.677 (meters)                     COMP
 KU4921  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KU4921  ELLIP HEIGHT-         -15.94  (meters)          (12/03/02) GPS OBS
 KU4921  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4921
 KU4921  HORZ ORDER  -  FIRST
 KU4921  ELLP ORDER  -  FOURTH    CLASS II
 KU4921
 KU4921.The horizontal coordinates were established by GPS observations
 KU4921.and adjusted by the National Geodetic Survey in January 1999..
 KU4921
 KU4921.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4921
 KU4921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4921
 KU4921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4921
 KU4921.The ellipsoidal height was determined by GPS observations
 KU4921.and is referenced to NAD 83.
 KU4921
 KU4921.The geoid height was determined by GEOID03.
 KU4921
 KU4921;                    North         East     Units Scale Factor Converg.
 KU4921;SPC NY L     -    59,013.554   337,708.132   MT  0.99999844   +0 17 30.6
 KU4921;SPC NY L     -   193,613.64  1,107,964.10   sFT  0.99999844   +0 17 30.6
 KU4921;UTM  18      - 4,506,153.893   622,180.431   MT  0.99978374   +0 56 35.2
 KU4921
 KU4921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4921!SPC NY L     -   1.00000250  x   0.99999844  =   1.00000094
 KU4921!UTM  18      -   1.00000250  x   0.99978374  =   0.99978624
 KU4921
 KU4921|---------------------------------------------------------------------|
 KU4921| PID    Reference Object                     Distance      Geod. Az  |
 KU4921|                                                           dddmmss.s |
 KU4921| KU4940 12E 10N AZ                          222.319 METERS 25822     |
 KU4921|---------------------------------------------------------------------|
 KU4921
 KU4921                          SUPERSEDED SURVEY CONTROL
 KU4921
 KU4921  ELLIP H (01/11/99)  -15.94   (m)                       GP(       ) 4 1
 KU4921  NAD 83(1996)-  40 41 50.05521(N)    073 33 13.85020(W) AD(       ) 1
 KU4921  NAD 83(1992)-  40 41 50.05508(N)    073 33 13.84997(W) AD(       ) 1
 KU4921  NAD 83(1986)-  40 41 50.05573(N)    073 33 13.85094(W) AD(       ) 1
 KU4921  NGVD 29 (03/24/92)   15.8    (m)           52.     (f) GPS OBS        
 KU4921
 KU4921.Superseded values are not recommended for survey control.
 KU4921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4921.See file dsdata.txt to determine how the superseded data were derived.
 KU4921
 KU4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2218006154(NAD 83)
 KU4921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4921_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4921_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4921_STAMPING: 12E10N
 KU4921_MARK LOGO: NYDPW 
 KU4921_PROJECTION: RECESSED 8 CENTIMETERS
 KU4921_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4921+STABILITY: POSITION/ELEVATION WELL
 KU4921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4921+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4921_ROD/PIPE-DEPTH: 20.6 meters
 KU4921_SLEEVE-DEPTH  : 1.52 meters
 KU4921
 KU4921  HISTORY     - Date     Condition        Report By
 KU4921  HISTORY     - 1989     MONUMENTED       SBAS
 KU4921
 KU4921                          STATION DESCRIPTION
 KU4921
 KU4921'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4921'THE POINT IS LOCATED IN EAST MEADOW,TOWN OF HEMPSTEAD,149 FEET WEST OF
 KU4921'THE CENTERLINE OF GRANT PLACE AND 21 FEET (6.4 M) NORTH OF THE
 KU4921'CENTERLINE OF BEDFORD AVENUE,IN THE CONCRETE SIDEWALK.
 KU4921'THE LOCATION TIES ARE 40.1 FEET (12.2 M) FROM THE SOUTH EAST CORNER OF
 KU4921'HOUSE NUMBER 1937,75.8 FEET FROM LONG ISLAND LIGHTING COMPANY UTILITY
 KU4921'POLE NUMBER 8 AND 39.0 FEET (11.9 M) FROM UTILITY POLE NUMBER 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4940 ***********************************************************************
 KU4940  DESIGNATION -  12E 10N AZ
 KU4940  PID         -  KU4940
 KU4940  STATE/COUNTY-  NY/NASSAU
 KU4940  USGS QUAD   -  FREEPORT (1979)
 KU4940
 KU4940                         *CURRENT SURVEY CONTROL
 KU4940  ___________________________________________________________________
 KU4940* NAD 83(1996)-  40 41 48.59863(N)    073 33 23.12627(W)     ADJUSTED  
 KU4940* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 KU4940  ___________________________________________________________________
 KU4940  X           -   1,370,799.180 (meters)                     COMP
 KU4940  Y           -  -4,644,531.514 (meters)                     COMP
 KU4940  Z           -   4,136,945.411 (meters)                     COMP
 KU4940  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KU4940  ELLIP HEIGHT-         -16.36  (meters)          (12/03/02) GPS OBS
 KU4940  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU4940
 KU4940  HORZ ORDER  -  FIRST
 KU4940  ELLP ORDER  -  FOURTH    CLASS II
 KU4940
 KU4940.The horizontal coordinates were established by GPS observations
 KU4940.and adjusted by the National Geodetic Survey in January 1999..
 KU4940
 KU4940.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4940
 KU4940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4940
 KU4940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4940
 KU4940.The ellipsoidal height was determined by GPS observations
 KU4940.and is referenced to NAD 83.
 KU4940
 KU4940.The geoid height was determined by GEOID03.
 KU4940
 KU4940;                    North         East     Units Scale Factor Converg.
 KU4940;SPC NY L     -    58,967.615   337,490.611   MT  0.99999846   +0 17 24.5
 KU4940;SPC NY L     -   193,462.92  1,107,250.45   sFT  0.99999846   +0 17 24.5
 KU4940;UTM  18      - 4,506,105.495   621,963.494   MT  0.99978309   +0 56 29.1
 KU4940
 KU4940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4940!SPC NY L     -   1.00000257  x   0.99999846  =   1.00000103
 KU4940!UTM  18      -   1.00000257  x   0.99978309  =   0.99978566
 KU4940
 KU4940|---------------------------------------------------------------------|
 KU4940| PID    Reference Object                     Distance      Geod. Az  |
 KU4940|                                                           dddmmss.s |
 KU4940| KU4921 12E 10N                             222.319 METERS 07822     |
 KU4940|---------------------------------------------------------------------|
 KU4940
 KU4940                          SUPERSEDED SURVEY CONTROL
 KU4940
 KU4940  ELLIP H (01/11/99)  -16.36   (m)                       GP(       ) 4 1
 KU4940  NAD 83(1996)-  40 41 48.60171(N)    073 33 23.12509(W) AD(       ) 1
 KU4940  NAD 83(1992)-  40 41 48.60157(N)    073 33 23.12483(W) AD(       ) 1
 KU4940  NAD 83(1986)-  40 41 48.60223(N)    073 33 23.12593(W) AD(       ) 1
 KU4940  NGVD 29 (03/24/92)   15.4    (m)           51.     (f) GPS OBS        
 KU4940
 KU4940.Superseded values are not recommended for survey control.
 KU4940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4940.See file dsdata.txt to determine how the superseded data were derived.
 KU4940
 KU4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2196306105(NAD 83)
 KU4940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4940_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4940_STAMPING: 12E10NAZ
 KU4940_MARK LOGO: NYDPW 
 KU4940_PROJECTION: RECESSED 8 CENTIMETERS
 KU4940_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4940+STABILITY: POSITION/ELEVATION WELL
 KU4940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4940+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 KU4940_ROD/PIPE-DEPTH: 19.1 meters
 KU4940_SLEEVE-DEPTH  : 1.52 meters
 KU4940
 KU4940  HISTORY     - Date     Condition        Report By
 KU4940  HISTORY     - 1989     MONUMENTED       SBAS
 KU4940  HISTORY     - 19900327 GOOD
 KU4940
 KU4940                          STATION DESCRIPTION
 KU4940
 KU4940'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4940'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 92 FEET
 KU4940'(28.0 M) SOUTH OF THE CENTERLINE OF WILSON AVENUE AND 32 FEET
 KU4940'(9.8 M) WEST OF THE CENTERLINE OF BELLMORE AVENUE,IN THE CONCRETE
 KU4940'SIDEWALK.
 KU4940'THE LOCATION TIES ARE 49.3 FEET (15.0 M) FROM THE NORTH EAST CORNER OF
 KU4940'THE GAS STATION, 43.8 FEET (13.4 M) FROM THE HYDRANT AND 64.2 FEET
 KU4940'(19.6 M) FROM THE CENTER OF THE NEW YORK TELEPHONE UTILITY POLE
 KU4940'NUMBER 157.
 KU4940
 KU4940                          STATION RECOVERY (1990)
 KU4940
 KU4940'RECOVERED 1990
 KU4940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4941 ***********************************************************************
 KU4941  DESIGNATION -  12E 11N AZ
 KU4941  PID         -  KU4941
 KU4941  STATE/COUNTY-  NY/NASSAU
 KU4941  USGS QUAD   -  FREEPORT (1979)
 KU4941
 KU4941                         *CURRENT SURVEY CONTROL
 KU4941  ___________________________________________________________________
 KU4941* NAD 83(1996)-  40 42 41.12024(N)    073 33 38.56674(W)     ADJUSTED  
 KU4941* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 KU4941  ___________________________________________________________________
 KU4941  X           -   1,370,153.761 (meters)                     COMP
 KU4941  Y           -  -4,643,625.049 (meters)                     COMP
 KU4941  Z           -   4,138,177.461 (meters)                     COMP
 KU4941  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 KU4941  ELLIP HEIGHT-         -10.44  (meters)          (12/03/02) GPS OBS
 KU4941  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4941
 KU4941  HORZ ORDER  -  FIRST
 KU4941  ELLP ORDER  -  FOURTH    CLASS II
 KU4941
 KU4941.The horizontal coordinates were established by GPS observations
 KU4941.and adjusted by the National Geodetic Survey in January 1999..
 KU4941
 KU4941.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4941
 KU4941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4941
 KU4941.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4941
 KU4941.The ellipsoidal height was determined by GPS observations
 KU4941.and is referenced to NAD 83.
 KU4941
 KU4941.The geoid height was determined by GEOID03.
 KU4941
 KU4941;                    North         East     Units Scale Factor Converg.
 KU4941;SPC NY L     -    60,585.884   337,119.986   MT  0.99999782   +0 17 14.4
 KU4941;SPC NY L     -   198,772.19  1,106,034.49   sFT  0.99999782   +0 17 14.4
 KU4941;UTM  18      - 4,507,719.097   621,574.578   MT  0.99978193   +0 56 20.0
 KU4941
 KU4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4941!SPC NY L     -   1.00000164  x   0.99999782  =   0.99999946
 KU4941!UTM  18      -   1.00000164  x   0.99978193  =   0.99978357
 KU4941
 KU4941:                Primary Azimuth Mark                     Grid Az
 KU4941:SPC NY L     -  12E 12N                                  010 04 35.7
 KU4941:UTM  18      -  12E 12N                                  009 25 30.1
 KU4941
 KU4941|---------------------------------------------------------------------|
 KU4941| PID    Reference Object                     Distance      Geod. Az  |
 KU4941|                                                           dddmmss.s |
 KU4941| KU4922 12E 12N                             APPROX. 1.8 KM 0102150.1 |
 KU4941| KU4559 12 E 11 N                            97.197 METERS 01221     |
 KU4941|---------------------------------------------------------------------|
 KU4941
 KU4941                          SUPERSEDED SURVEY CONTROL
 KU4941
 KU4941  ELLIP H (01/11/99)  -10.44   (m)                       GP(       ) 4 1
 KU4941  NAD 83(1996)-  40 42 41.12333(N)    073 33 38.56554(W) AD(       ) 1
 KU4941  NAD 83(1992)-  40 42 41.12318(N)    073 33 38.56529(W) AD(       ) 1
 KU4941  NAD 83(1986)-  40 42 41.12384(N)    073 33 38.56643(W) AD(       ) 1
 KU4941  NGVD 29 (03/24/92)   21.3    (m)           70.     (f) GPS OBS        
 KU4941
 KU4941.Superseded values are not recommended for survey control.
 KU4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4941.See file dsdata.txt to determine how the superseded data were derived.
 KU4941
 KU4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2157507719(NAD 83)
 KU4941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4941_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4941_STAMPING: 12E11NAZ
 KU4941_MARK LOGO: NYDPW 
 KU4941_PROJECTION: RECESSED 8 CENTIMETERS
 KU4941_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4941+STABILITY: POSITION/ELEVATION WELL
 KU4941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4941+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4941_ROD/PIPE-DEPTH: 20.6 meters
 KU4941_SLEEVE-DEPTH  : 1.52 meters
 KU4941
 KU4941  HISTORY     - Date     Condition        Report By
 KU4941  HISTORY     - 1990     MONUMENTED       SBAS
 KU4941
 KU4941                          STATION DESCRIPTION
 KU4941
 KU4941'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4941'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD,IN VETERANS
 KU4941'MEMORIAL PARK, 256 FEET (78.0 M) SOUTH OF THE CENTERLINE OF PROSPECT
 KU4941'AVENUE AND 133 FEET (40.5 M) WEST OF THE EXTENDED CENTERLINE OF MAPLE
 KU4941'AVENUE,IN THE ASPHALT PAVED PORTION OF THE PARKING LOT.
 KU4941'THE LOCATION TIES ARE 39.8 FEET (12.1 M) FROM THE CENTER OF THE
 KU4941'NORTHERLY CATCH BASIN, 37.3 FEET (11.4 M) FROM THE CENTER OF THE
 KU4941'SOUTHERLY CATCH BASIN AND 70.0 FEET (21.3 M) FROM THE CENTER OF THE
 KU4941'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4922 ***********************************************************************
 KU4922  DESIGNATION -  12E 12N
 KU4922  PID         -  KU4922
 KU4922  STATE/COUNTY-  NY/NASSAU
 KU4922  USGS QUAD   -  FREEPORT (1979)
 KU4922
 KU4922                         *CURRENT SURVEY CONTROL
 KU4922  ___________________________________________________________________
 KU4922* NAD 83(1996)-  40 43 40.05183(N)    073 33 24.39962(W)     ADJUSTED  
 KU4922* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 KU4922  ___________________________________________________________________
 KU4922  X           -   1,370,138.395 (meters)                     COMP
 KU4922  Y           -  -4,642,398.211 (meters)                     COMP
 KU4922  Z           -   4,139,559.418 (meters)                     COMP
 KU4922  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 KU4922  ELLIP HEIGHT-          -4.02  (meters)          (12/03/02) GPS OBS
 KU4922  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4922
 KU4922  HORZ ORDER  -  FIRST
 KU4922  ELLP ORDER  -  FOURTH    CLASS II
 KU4922
 KU4922.The horizontal coordinates were established by GPS observations
 KU4922.and adjusted by the National Geodetic Survey in January 1999..
 KU4922
 KU4922.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4922
 KU4922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4922
 KU4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4922
 KU4922.The ellipsoidal height was determined by GPS observations
 KU4922.and is referenced to NAD 83.
 KU4922
 KU4922.The geoid height was determined by GEOID03.
 KU4922
 KU4922;                    North         East     Units Scale Factor Converg.
 KU4922;SPC NY L     -    62,405.382   337,443.321   MT  0.99999717   +0 17 23.7
 KU4922;SPC NY L     -   204,741.66  1,107,095.30   sFT  0.99999717   +0 17 23.7
 KU4922;UTM  18      - 4,509,541.764   621,877.132   MT  0.99978283   +0 56 30.4
 KU4922
 KU4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4922!SPC NY L     -   1.00000063  x   0.99999717  =   0.99999780
 KU4922!UTM  18      -   1.00000063  x   0.99978283  =   0.99978346
 KU4922
 KU4922:                Primary Azimuth Mark                     Grid Az
 KU4922:SPC NY L     -  12E 11N AZ                               190 04 35.7
 KU4922:UTM  18      -  12E 11N AZ                               189 25 29.0
 KU4922
 KU4922|---------------------------------------------------------------------|
 KU4922| PID    Reference Object                     Distance      Geod. Az  |
 KU4922|                                                           dddmmss.s |
 KU4922| KU4941 12E 11N AZ                          APPROX. 1.8 KM 1902159.4 |
 KU4922| KU4942 12E 12N AZ                          194.901 METERS 28654     |
 KU4922|---------------------------------------------------------------------|
 KU4922
 KU4922                          SUPERSEDED SURVEY CONTROL
 KU4922
 KU4922  ELLIP H (01/11/99)   -4.02   (m)                       GP(       ) 4 1
 KU4922  NAD 83(1996)-  40 43 40.05491(N)    073 33 24.39844(W) AD(       ) 1
 KU4922  NAD 83(1992)-  40 43 40.05477(N)    073 33 24.39819(W) AD(       ) 1
 KU4922  NAD 83(1986)-  40 43 40.05548(N)    073 33 24.39934(W) AD(       ) 1
 KU4922  NGVD 29 (03/24/92)   27.6    (m)           91.     (f) GPS OBS        
 KU4922
 KU4922.Superseded values are not recommended for survey control.
 KU4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4922.See file dsdata.txt to determine how the superseded data were derived.
 KU4922
 KU4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2187709542(NAD 83)
 KU4922_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4922_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4922_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4922_STAMPING: 12E12N
 KU4922_MARK LOGO: NYDPW 
 KU4922_PROJECTION: RECESSED 8 CENTIMETERS
 KU4922_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4922+STABILITY: POSITION/ELEVATION WELL
 KU4922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4922+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4922_ROD/PIPE-DEPTH: 14.9 meters
 KU4922_SLEEVE-DEPTH  : 1.52 meters
 KU4922
 KU4922  HISTORY     - Date     Condition        Report By
 KU4922  HISTORY     - 1989     MONUMENTED       SBAS
 KU4922
 KU4922                          STATION DESCRIPTION
 KU4922
 KU4922'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4922'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD,ON THE GROUNDS OF
 KU4922'THE EAST MEADOW SENIOR HIGH SCHOOL,184 FEET WEST OF THE CENTERLINE OF
 KU4922'CARMAN AVENUE AND 0.2 MILES (0.3 KM) NORTH OF HEMPSTEAD TURNPIKE,IN
 KU4922'THE ASPHALT PAVED PORTION OF THE PARKING LOT.
 KU4922'THE LOCATION TIES ARE 30.2 FEET (9.2 M) FROM THE CENTER OF THE DROP
 KU4922'INLET, 18.4 FEET (5.6 M) FROM THE NORTH WEST CORNER OF THE CATCH
 KU4922'BASIN IN THE SOUTH EAST CORNER OF THE ASPHALT PARKING LOT AND 88.5
 KU4922'FEET (27.0 M) FROM THE 18 INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4942 ***********************************************************************
 KU4942  DESIGNATION -  12E 12N AZ
 KU4942  PID         -  KU4942
 KU4942  STATE/COUNTY-  NY/NASSAU
 KU4942  USGS QUAD   -  FREEPORT (1979)
 KU4942
 KU4942                         *CURRENT SURVEY CONTROL
 KU4942  ___________________________________________________________________
 KU4942* NAD 83(1996)-  40 43 41.88912(N)    073 33 32.34618(W)     ADJUSTED  
 KU4942* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 KU4942  ___________________________________________________________________
 KU4942  X           -   1,369,949.256 (meters)                     COMP
 KU4942  Y           -  -4,642,416.138 (meters)                     COMP
 KU4942  Z           -   4,139,602.914 (meters)                     COMP
 KU4942  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 KU4942  ELLIP HEIGHT-          -3.18  (meters)          (12/03/02) GPS OBS
 KU4942  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4942
 KU4942  HORZ ORDER  -  FIRST
 KU4942  ELLP ORDER  -  FOURTH    CLASS II
 KU4942
 KU4942.The horizontal coordinates were established by GPS observations
 KU4942.and adjusted by the National Geodetic Survey in January 1999..
 KU4942
 KU4942.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4942
 KU4942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4942
 KU4942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4942
 KU4942.The ellipsoidal height was determined by GPS observations
 KU4942.and is referenced to NAD 83.
 KU4942
 KU4942.The geoid height was determined by GEOID03.
 KU4942
 KU4942;                    North         East     Units Scale Factor Converg.
 KU4942;SPC NY L     -    62,461.115   337,256.559   MT  0.99999715   +0 17 18.5
 KU4942;SPC NY L     -   204,924.51  1,106,482.56   sFT  0.99999715   +0 17 18.5
 KU4942;UTM  18      - 4,509,595.356   621,689.788   MT  0.99978227   +0 56 25.2
 KU4942
 KU4942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4942!SPC NY L     -   1.00000050  x   0.99999715  =   0.99999765
 KU4942!UTM  18      -   1.00000050  x   0.99978227  =   0.99978277
 KU4942
 KU4942|---------------------------------------------------------------------|
 KU4942| PID    Reference Object                     Distance      Geod. Az  |
 KU4942|                                                           dddmmss.s |
 KU4942| KU4922 12E 12N                             194.901 METERS 10654     |
 KU4942|---------------------------------------------------------------------|
 KU4942
 KU4942                          SUPERSEDED SURVEY CONTROL
 KU4942
 KU4942  ELLIP H (01/11/99)   -3.18   (m)                       GP(       ) 4 1
 KU4942  NAD 83(1996)-  40 43 41.89215(N)    073 33 32.34504(W) AD(       ) 1
 KU4942  NAD 83(1992)-  40 43 41.89200(N)    073 33 32.34476(W) AD(       ) 1
 KU4942  NAD 83(1986)-  40 43 41.89275(N)    073 33 32.34609(W) AD(       ) 1
 KU4942  NGVD 29 (03/24/92)   28.5    (m)           94.     (f) GPS OBS        
 KU4942
 KU4942.Superseded values are not recommended for survey control.
 KU4942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4942.See file dsdata.txt to determine how the superseded data were derived.
 KU4942
 KU4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2169009595(NAD 83)
 KU4942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4942_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4942_STAMPING: 12E12NAZ
 KU4942_MARK LOGO: NYDPW 
 KU4942_PROJECTION: RECESSED 8 CENTIMETERS
 KU4942_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4942+STABILITY: POSITION/ELEVATION WELL
 KU4942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4942+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 KU4942_ROD/PIPE-DEPTH: 20.6 meters
 KU4942_SLEEVE-DEPTH  : 1.52 meters
 KU4942
 KU4942  HISTORY     - Date     Condition        Report By
 KU4942  HISTORY     - 1989     MONUMENTED       SBAS
 KU4942  HISTORY     - 19900327 GOOD
 KU4942
 KU4942                          STATION DESCRIPTION
 KU4942
 KU4942'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4942'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD,ON THE GROUNDS OF
 KU4942'THE EAST MEADOW SENIOR HIGH SCHOOL,824 FEET WEST OF THE CENTERLINE OF
 KU4942'CARMAN AVENUE AND 0.2 MILES (0.3 KM) NORTH OF HEMPSTEAD TURNPIKE,IN
 KU4942'THE ASPHALT PAVED PORTION OF THE PARKING LOT.
 KU4942'THE LOCATION TIES ARE 36.0 FEET (11.0 M) FROM THE SOUTH WEST CORNER OF
 KU4942'THE CHAIN LINK FENCE, 58.0 FEET (17.7 M) FROM THE LIGHT POLE AND 33.9
 KU4942'FEET (10.3 M) FROM THE SOUTH WEST CORNER OF THE STORAGE TRAILER.
 KU4942
 KU4942                          STATION RECOVERY (1990)
 KU4942
 KU4942'RECOVERED 1990
 KU4942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4923 ***********************************************************************
 KU4923  DESIGNATION -  12E 13N
 KU4923  PID         -  KU4923
 KU4923  STATE/COUNTY-  NY/NASSAU
 KU4923  USGS QUAD   -  FREEPORT (1979)
 KU4923
 KU4923                         *CURRENT SURVEY CONTROL
 KU4923  ___________________________________________________________________
 KU4923* NAD 83(1996)-  40 44 43.06092(N)    073 33 11.48804(W)     ADJUSTED  
 KU4923* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 KU4923  ___________________________________________________________________
 KU4923  X           -   1,370,071.095 (meters)                     COMP
 KU4923  Y           -  -4,641,100.059 (meters)                     COMP
 KU4923  Z           -   4,141,035.832 (meters)                     COMP
 KU4923  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KU4923  ELLIP HEIGHT-           1.63  (meters)          (12/03/02) GPS OBS
 KU4923  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4923
 KU4923  HORZ ORDER  -  FIRST
 KU4923  ELLP ORDER  -  FOURTH    CLASS II
 KU4923
 KU4923.The horizontal coordinates were established by GPS observations
 KU4923.and adjusted by the National Geodetic Survey in January 1999..
 KU4923
 KU4923.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4923
 KU4923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4923
 KU4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4923
 KU4923.The ellipsoidal height was determined by GPS observations
 KU4923.and is referenced to NAD 83.
 KU4923
 KU4923.The geoid height was determined by GEOID03.
 KU4923
 KU4923;                    North         East     Units Scale Factor Converg.
 KU4923;SPC NY L     -    64,350.525   337,736.396   MT  0.99999657   +0 17 32.1
 KU4923;SPC NY L     -   211,123.35  1,108,056.83   sFT  0.99999657   +0 17 32.1
 KU4923;UTM  18      - 4,511,489.699   622,147.994   MT  0.99978364   +0 56 40.0
 KU4923
 KU4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4923!SPC NY L     -   0.99999974  x   0.99999657  =   0.99999631
 KU4923!UTM  18      -   0.99999974  x   0.99978364  =   0.99978338
 KU4923
 KU4923|---------------------------------------------------------------------|
 KU4923| PID    Reference Object                     Distance      Geod. Az  |
 KU4923|                                                           dddmmss.s |
 KU4923| KU4943 12E 13N AZ                          226.837 METERS 35715     |
 KU4923|---------------------------------------------------------------------|
 KU4923
 KU4923                          SUPERSEDED SURVEY CONTROL
 KU4923
 KU4923  ELLIP H (01/11/99)    1.63   (m)                       GP(       ) 4 1
 KU4923  NAD 83(1996)-  40 44 43.06397(N)    073 33 11.48688(W) AD(       ) 1
 KU4923  NAD 83(1992)-  40 44 43.06382(N)    073 33 11.48663(W) AD(       ) 1
 KU4923  NAD 83(1986)-  40 44 43.06449(N)    073 33 11.48781(W) AD(       ) 1
 KU4923  NGVD 29 (03/24/92)   33.2    (m)          109.     (f) GPS OBS        
 KU4923
 KU4923.Superseded values are not recommended for survey control.
 KU4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4923.See file dsdata.txt to determine how the superseded data were derived.
 KU4923
 KU4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2214811490(NAD 83)
 KU4923_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4923_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4923_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4923_STAMPING: 12E13N
 KU4923_MARK LOGO: NYDPW 
 KU4923_PROJECTION: RECESSED 8 CENTIMETERS
 KU4923_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4923+STABILITY: POSITION/ELEVATION WELL
 KU4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4923+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1990
 KU4923_ROD/PIPE-DEPTH: 20.6 meters
 KU4923_SLEEVE-DEPTH  : 1.52 meters
 KU4923
 KU4923  HISTORY     - Date     Condition        Report By
 KU4923  HISTORY     - 1989     MONUMENTED       SBAS
 KU4923  HISTORY     - 19901016 GOOD
 KU4923
 KU4923                          STATION DESCRIPTION
 KU4923
 KU4923'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4923'THE POINT IS LOCATED IN NEW CASSEL, TOWN OF HEMPSTEAD, 303 FEET
 KU4923'(92.4 M) WEST OF THE CENTERLINE OF CARMAN AVENUE AND 18 FEET (5.5 M)
 KU4923'SOUTH OF THE CENTERLINE OF LAKE LANE,IN THE CONCRETE SIDEWALK.
 KU4923'THE LOCATION TIES ARE 47.3 FEET (14.4 M) FROM THE NORTH WEST CORNER OF
 KU4923'THE POOL BUILDING, 54.2 FEET (16.5 M) FROM THE CENTER OF THE MANHOLE
 KU4923'AND 36.4 FEET (11.1 M) FROM THE CENTER OF THE LIGHT POLE ON THE WEST
 KU4923'SIDE OF THE STREET.
 KU4923
 KU4923                          STATION RECOVERY (1990)
 KU4923
 KU4923'RECOVERED 1990
 KU4923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4943 ***********************************************************************
 KU4943  DESIGNATION -  12E 13N AZ
 KU4943  PID         -  KU4943
 KU4943  STATE/COUNTY-  NY/NASSAU
 KU4943  USGS QUAD   -  FREEPORT (1979)
 KU4943
 KU4943                         *CURRENT SURVEY CONTROL
 KU4943  ___________________________________________________________________
 KU4943* NAD 83(1996)-  40 44 50.40607(N)    073 33 11.95191(W)     ADJUSTED  
 KU4943* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 KU4943  ___________________________________________________________________
 KU4943  X           -   1,370,018.976 (meters)                     COMP
 KU4943  Y           -  -4,640,961.942 (meters)                     COMP
 KU4943  Z           -   4,141,208.061 (meters)                     COMP
 KU4943  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KU4943  ELLIP HEIGHT-           2.51  (meters)          (12/03/02) GPS OBS
 KU4943  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4943
 KU4943  HORZ ORDER  -  FIRST
 KU4943  ELLP ORDER  -  FOURTH    CLASS II
 KU4943
 KU4943.The horizontal coordinates were established by GPS observations
 KU4943.and adjusted by the National Geodetic Survey in January 1999..
 KU4943
 KU4943.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4943
 KU4943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4943
 KU4943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4943
 KU4943.The ellipsoidal height was determined by GPS observations
 KU4943.and is referenced to NAD 83.
 KU4943
 KU4943.The geoid height was determined by GEOID03.
 KU4943
 KU4943;                    North         East     Units Scale Factor Converg.
 KU4943;SPC NY L     -    64,577.041   337,724.358   MT  0.99999650   +0 17 31.8
 KU4943;SPC NY L     -   211,866.51  1,108,017.33   sFT  0.99999650   +0 17 31.8
 KU4943;UTM  18      - 4,511,716.016   622,133.382   MT  0.99978360   +0 56 39.8
 KU4943
 KU4943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4943!SPC NY L     -   0.99999961  x   0.99999650  =   0.99999611
 KU4943!UTM  18      -   0.99999961  x   0.99978360  =   0.99978321
 KU4943
 KU4943:                Primary Azimuth Mark                     Grid Az
 KU4943:SPC NY L     -  12E 14N                                  010 21 00.5
 KU4943:UTM  18      -  12E 14N                                  009 41 52.5
 KU4943
 KU4943|---------------------------------------------------------------------|
 KU4943| PID    Reference Object                     Distance      Geod. Az  |
 KU4943|                                                           dddmmss.s |
 KU4943| KU4924 12E 14N                             APPROX. 1.1 KM 0103832.3 |
 KU4943| KU4923 12E 13N                             226.837 METERS 17715     |
 KU4943|---------------------------------------------------------------------|
 KU4943
 KU4943                          SUPERSEDED SURVEY CONTROL
 KU4943
 KU4943  ELLIP H (01/11/99)    2.51   (m)                       GP(       ) 4 1
 KU4943  NAD 83(1996)-  40 44 50.40910(N)    073 33 11.95077(W) AD(       ) 1
 KU4943  NAD 83(1992)-  40 44 50.40895(N)    073 33 11.95050(W) AD(       ) 1
 KU4943  NAD 83(1986)-  40 44 50.40962(N)    073 33 11.95181(W) AD(       ) 1
 KU4943  NGVD 29 (03/24/92)   34.1    (m)          112.     (f) GPS OBS        
 KU4943
 KU4943.Superseded values are not recommended for survey control.
 KU4943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4943.See file dsdata.txt to determine how the superseded data were derived.
 KU4943
 KU4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2213311716(NAD 83)
 KU4943_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4943_STAMPING: 12E13NAZ
 KU4943_MARK LOGO: NYDPW 
 KU4943_PROJECTION: RECESSED 8 CENTIMETERS
 KU4943_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4943+STABILITY: POSITION/ELEVATION WELL
 KU4943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4943+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1990
 KU4943_ROD/PIPE-DEPTH: 4.85 meters
 KU4943_SLEEVE-DEPTH  : 1.52 meters
 KU4943
 KU4943  HISTORY     - Date     Condition        Report By
 KU4943  HISTORY     - 1989     MONUMENTED       SBAS
 KU4943  HISTORY     - 19901016 GOOD
 KU4943
 KU4943                          STATION DESCRIPTION
 KU4943
 KU4943'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4943'THE POINT IS LOCATED IN NEW CASSEL, TOWN OF HEMPSTEAD, 269 FEET
 KU4943'(82.0 M) WEST OF THE CENTERLINE OF CARMAN AVENUE AND 22 FEET (6.7 M)
 KU4943'SOUTH OF THE CENTERLINE OF SAND LANE,IN THE CONCRETE SIDEWALK.
 KU4943'THE LOCATION TIES ARE 29.8 FEET (9.1 M) FROM THE NORTH WEST CORNER OF
 KU4943'THE BUILDING (SHOPPING CENTER), 50.5 FEET (15.4 M) FROM THE CENTER OF
 KU4943'THE SEWER MANHOLE AND 40.9 FEET (12.5 M) FROM THE CENTER OF THE SEWER
 KU4943'CLEAN OUT.
 KU4943
 KU4943                          STATION RECOVERY (1990)
 KU4943
 KU4943'RECOVERED 1990
 KU4943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4924 ***********************************************************************
 KU4924  DESIGNATION -  12E 14N
 KU4924  PID         -  KU4924
 KU4924  STATE/COUNTY-  NY/NASSAU
 KU4924  USGS QUAD   -  HICKSVILLE (1979)
 KU4924
 KU4924                         *CURRENT SURVEY CONTROL
 KU4924  ___________________________________________________________________
 KU4924* NAD 83(1996)-  40 45 23.99921(N)    073 33 03.65060(W)     ADJUSTED  
 KU4924* NAVD 88     -        37.4    (meters)     123.     (feet)  VERTCON   
 KU4924  ___________________________________________________________________
 KU4924  X           -   1,370,015.002 (meters)                     COMP
 KU4924  Y           -  -4,640,260.719 (meters)                     COMP
 KU4924  Z           -   4,141,995.471 (meters)                     COMP
 KU4924  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4924  ELLIP HEIGHT-           6.20  (meters)          (12/03/02) GPS OBS
 KU4924  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4924
 KU4924  HORZ ORDER  -  FIRST
 KU4924  ELLP ORDER  -  FOURTH    CLASS II
 KU4924
 KU4924.The horizontal coordinates were established by GPS observations
 KU4924.and adjusted by the National Geodetic Survey in January 1999..
 KU4924
 KU4924.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4924
 KU4924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4924
 KU4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4924
 KU4924.The ellipsoidal height was determined by GPS observations
 KU4924.and is referenced to NAD 83.
 KU4924
 KU4924.The geoid height was determined by GEOID03.
 KU4924
 KU4924;                    North         East     Units Scale Factor Converg.
 KU4924;SPC NY L     -    65,614.266   337,913.791   MT  0.99999622   +0 17 37.2
 KU4924;SPC NY L     -   215,269.47  1,108,638.83   sFT  0.99999622   +0 17 37.2
 KU4924;UTM  18      - 4,512,755.109   622,310.957   MT  0.99978413   +0 56 45.9
 KU4924
 KU4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4924!SPC NY L     -   0.99999903  x   0.99999622  =   0.99999525
 KU4924!UTM  18      -   0.99999903  x   0.99978413  =   0.99978316
 KU4924
 KU4924|---------------------------------------------------------------------|
 KU4924| PID    Reference Object                     Distance      Geod. Az  |
 KU4924|                                                           dddmmss.s |
 KU4924| KU4944 12E 14N AZ                          139.553 METERS 03709     |
 KU4924| KU4943 12E 13N AZ                          APPROX. 1.1 KM 1903837.7 |
 KU4924|---------------------------------------------------------------------|
 KU4924
 KU4924                          SUPERSEDED SURVEY CONTROL
 KU4924
 KU4924  ELLIP H (01/11/99)    6.20   (m)                       GP(       ) 4 1
 KU4924  NAD 83(1996)-  40 45 24.00222(N)    073 33 03.64946(W) AD(       ) 1
 KU4924  NAD 83(1992)-  40 45 24.00206(N)    073 33 03.64917(W) AD(       ) 1
 KU4924  NAD 83(1986)-  40 45 24.00286(N)    073 33 03.65062(W) AD(       ) 1
 KU4924  NGVD 29 (03/24/92)   37.8    (m)          124.     (f) GPS OBS        
 KU4924
 KU4924.Superseded values are not recommended for survey control.
 KU4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4924.See file dsdata.txt to determine how the superseded data were derived.
 KU4924
 KU4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2231112755(NAD 83)
 KU4924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4924_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4924_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4924_STAMPING: 12E14N
 KU4924_MARK LOGO: NYDPW 
 KU4924_PROJECTION: RECESSED 8 CENTIMETERS
 KU4924_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4924+STABILITY: POSITION/ELEVATION WELL
 KU4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4924+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4924_ROD/PIPE-DEPTH: 20.6 meters
 KU4924_SLEEVE-DEPTH  : 1.52 meters
 KU4924
 KU4924  HISTORY     - Date     Condition        Report By
 KU4924  HISTORY     - 1989     MONUMENTED       SBAS
 KU4924
 KU4924                          STATION DESCRIPTION
 KU4924
 KU4924'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4924'THE POINT IS LOCATED IN NEW CASSEL, TOWN OF NORTH HEMPSTEAD, 97 FEET
 KU4924'(29.6 M) NORTH OF THE CENTERLINE OF THE MEDIAN ON OLD COUNTRY ROAD
 KU4924'AND 110 FEET (33.5 M) WEST OF THE WANTAGH STATE PARKWAY,IN THE GRASS
 KU4924'AREA ADJACENT TO ROAD.
 KU4924'THE LOCATION TIES ARE 61.8 FEET (18.8 M) FROM THE LIGHT POLE, 54.8
 KU4924'FEET (16.7 M) FROM THE WEST POST OF THE HIGHWAY SIGN AND 58.2 FEET
 KU4924'(17.7 M) FROM THE MOST NORTHERLY POST OF THE WOOD GUIDE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4944 ***********************************************************************
 KU4944  DESIGNATION -  12E 14N AZ
 KU4944  PID         -  KU4944
 KU4944  STATE/COUNTY-  NY/NASSAU
 KU4944  USGS QUAD   -  HICKSVILLE (1979)
 KU4944
 KU4944                         *CURRENT SURVEY CONTROL
 KU4944  ___________________________________________________________________
 KU4944* NAD 83(1996)-  40 45 27.60532(N)    073 33 00.05801(W)     ADJUSTED  
 KU4944* NAVD 88     -        35.4    (meters)     116.     (feet)  VERTCON   
 KU4944  ___________________________________________________________________
 KU4944  X           -   1,370,074.820 (meters)                     COMP
 KU4944  Y           -  -4,640,165.725 (meters)                     COMP
 KU4944  Z           -   4,142,078.400 (meters)                     COMP
 KU4944  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4944  ELLIP HEIGHT-           4.16  (meters)          (12/03/02) GPS OBS
 KU4944  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4944
 KU4944  HORZ ORDER  -  FIRST
 KU4944  ELLP ORDER  -  FOURTH    CLASS II
 KU4944
 KU4944.The horizontal coordinates were established by GPS observations
 KU4944.and adjusted by the National Geodetic Survey in January 1999..
 KU4944
 KU4944.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4944
 KU4944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4944
 KU4944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4944
 KU4944.The ellipsoidal height was determined by GPS observations
 KU4944.and is referenced to NAD 83.
 KU4944
 KU4944.The geoid height was determined by GEOID03.
 KU4944
 KU4944;                    North         East     Units Scale Factor Converg.
 KU4944;SPC NY L     -    65,725.934   337,997.489   MT  0.99999620   +0 17 39.6
 KU4944;SPC NY L     -   215,635.84  1,108,913.43   sFT  0.99999620   +0 17 39.6
 KU4944;UTM  18      - 4,512,867.699   622,393.359   MT  0.99978438   +0 56 48.3
 KU4944
 KU4944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4944!SPC NY L     -   0.99999935  x   0.99999620  =   0.99999555
 KU4944!UTM  18      -   0.99999935  x   0.99978438  =   0.99978373
 KU4944
 KU4944|---------------------------------------------------------------------|
 KU4944| PID    Reference Object                     Distance      Geod. Az  |
 KU4944|                                                           dddmmss.s |
 KU4944| KU4924 12E 14N                             139.553 METERS 21709     |
 KU4944|---------------------------------------------------------------------|
 KU4944
 KU4944                          SUPERSEDED SURVEY CONTROL
 KU4944
 KU4944  ELLIP H (01/11/99)    4.16   (m)                       GP(       ) 4 1
 KU4944  NAD 83(1996)-  40 45 27.60831(N)    073 33 00.05690(W) AD(       ) 1
 KU4944  NAD 83(1992)-  40 45 27.60816(N)    073 33 00.05662(W) AD(       ) 1
 KU4944  NAD 83(1986)-  40 45 27.60888(N)    073 33 00.05804(W) AD(       ) 1
 KU4944  NGVD 29 (03/24/92)   35.7    (m)          117.     (f) GPS OBS        
 KU4944
 KU4944.Superseded values are not recommended for survey control.
 KU4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4944.See file dsdata.txt to determine how the superseded data were derived.
 KU4944
 KU4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2239312868(NAD 83)
 KU4944_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4944_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4944_STAMPING: 12E14NAZ
 KU4944_MARK LOGO: NYDPW 
 KU4944_PROJECTION: RECESSED 8 CENTIMETERS
 KU4944_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4944+STABILITY: POSITION/ELEVATION WELL
 KU4944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4944+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 KU4944_ROD/PIPE-DEPTH: 20.6 meters
 KU4944_SLEEVE-DEPTH  : 1.52 meters
 KU4944
 KU4944  HISTORY     - Date     Condition        Report By
 KU4944  HISTORY     - 1989     MONUMENTED       SBAS
 KU4944  HISTORY     - 19900515 GOOD
 KU4944
 KU4944                          STATION DESCRIPTION
 KU4944
 KU4944'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4944'THE POINT IS LOCATED IN NEW CASSEL, TOWN OF NORTH HEMPSTEAD, 109 FEET
 KU4944'(33.2 M) WEST OF THE CENTERLINE OF DUFFY AVENUE AND 356 FEET
 KU4944'(108.5 M) NORTH OF THE CENTERLINE OF OLD COUNTRY ROAD,IN THE GRASS
 KU4944'AREA BETWEEN THE ENTRANCE ROAD TO THE TOWN MAINTENANCE YARD AND THE
 KU4944'PARKWAY ENTRANCE RAMP.
 KU4944'THE LOCATION TIES ARE 18.6 FEET (5.7 M) FROM THE METAL LIGHT POLE,
 KU4944'85.6 FEET (26.1 M) FROM THE CENTER OF THE MANHOLE AND 68.6 FEET
 KU4944'(20.9 M) FROM THE END OF THE CURB ON THE NORTH SIDE OF THE TOWN
 KU4944'HIGHWAY YARD ACCESS ROAD.
 KU4944
 KU4944                          STATION RECOVERY (1990)
 KU4944
 KU4944'RECOVERED 1990
 KU4944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4925 ***********************************************************************
 KU4925  DESIGNATION -  12E 15N
 KU4925  PID         -  KU4925
 KU4925  STATE/COUNTY-  NY/NASSAU
 KU4925  USGS QUAD   -  HICKSVILLE (1979)
 KU4925
 KU4925                         *CURRENT SURVEY CONTROL
 KU4925  ___________________________________________________________________
 KU4925* NAD 83(1996)-  40 46 20.56797(N)    073 33 00.58262(W)     ADJUSTED  
 KU4925* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 KU4925  ___________________________________________________________________
 KU4925  X           -   1,369,763.182 (meters)                     COMP
 KU4925  Y           -  -4,639,153.713 (meters)                     COMP
 KU4925  Z           -   4,143,322.624 (meters)                     COMP
 KU4925  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KU4925  ELLIP HEIGHT-          14.63  (meters)          (12/03/02) GPS OBS
 KU4925  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4925
 KU4925  HORZ ORDER  -  FIRST
 KU4925  ELLP ORDER  -  FOURTH    CLASS II
 KU4925
 KU4925.The horizontal coordinates were established by GPS observations
 KU4925.and adjusted by the National Geodetic Survey in January 1999..
 KU4925
 KU4925.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4925
 KU4925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4925
 KU4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4925
 KU4925.The ellipsoidal height was determined by GPS observations
 KU4925.and is referenced to NAD 83.
 KU4925
 KU4925.The geoid height was determined by GEOID03.
 KU4925
 KU4925;                    North         East     Units Scale Factor Converg.
 KU4925;SPC NY L     -    67,359.585   337,976.794   MT  0.99999582   +0 17 39.2
 KU4925;SPC NY L     -   220,995.57  1,108,845.53   sFT  0.99999582   +0 17 39.2
 KU4925;UTM  18      - 4,514,500.662   622,354.068   MT  0.99978426   +0 56 49.0
 KU4925
 KU4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4925!SPC NY L     -   0.99999771  x   0.99999582  =   0.99999353
 KU4925!UTM  18      -   0.99999771  x   0.99978426  =   0.99978197
 KU4925
 KU4925|---------------------------------------------------------------------|
 KU4925| PID    Reference Object                     Distance      Geod. Az  |
 KU4925|                                                           dddmmss.s |
 KU4925| KU4945 12E 15N AZ                          175.918 METERS 16439     |
 KU4925|---------------------------------------------------------------------|
 KU4925
 KU4925                          SUPERSEDED SURVEY CONTROL
 KU4925
 KU4925  ELLIP H (01/11/99)   14.63   (m)                       GP(       ) 4 1
 KU4925  NAD 83(1996)-  40 46 20.57096(N)    073 33 00.58153(W) AD(       ) 1
 KU4925  NAD 83(1992)-  40 46 20.57082(N)    073 33 00.58125(W) AD(       ) 1
 KU4925  NAD 83(1986)-  40 46 20.57153(N)    073 33 00.58259(W) AD(       ) 1
 KU4925  NGVD 29 (03/24/92)   46.1    (m)          151.     (f) GPS OBS        
 KU4925
 KU4925.Superseded values are not recommended for survey control.
 KU4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4925.See file dsdata.txt to determine how the superseded data were derived.
 KU4925
 KU4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2235414501(NAD 83)
 KU4925_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4925_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4925_STAMPING: 12E15N
 KU4925_MARK LOGO: NYDPW 
 KU4925_PROJECTION: RECESSED 8 CENTIMETERS
 KU4925_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4925+STABILITY: POSITION/ELEVATION WELL
 KU4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4925+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 KU4925_ROD/PIPE-DEPTH: 20.6 meters
 KU4925_SLEEVE-DEPTH  : 1.52 meters
 KU4925
 KU4925  HISTORY     - Date     Condition        Report By
 KU4925  HISTORY     - 1989     MONUMENTED       SBAS
 KU4925  HISTORY     - 19901212 GOOD
 KU4925
 KU4925                          STATION DESCRIPTION
 KU4925
 KU4925'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4925'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY,ON THE GROUNDS
 KU4925'OF CANTIAGUE PARK,226 FEET EAST OF THE CENTERLINE OF CANTIAGUE ROCK
 KU4925'ROAD AND 115 FEET (35.1 M) NORTH OF THE EXTENDED CENTERLINE OF LAURA
 KU4925'DRIVE,IN THE GRASS.
 KU4925'THE LOCATION TIES ARE 56.1 FEET (17.1 M) FROM THE CENTER OF THE 36
 KU4925'INCH OAK TREE, 50.2 FEET (15.3 M) FROM THE CENTER OF THE MANHOLE AND
 KU4925'64.0 FEET (19.5 M) FROM THE CENTER OF THE 12 INCH OAK TREE.
 KU4925
 KU4925                          STATION RECOVERY (1990)
 KU4925
 KU4925'RECOVERED 1990
 KU4925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4945 ***********************************************************************
 KU4945  DESIGNATION -  12E 15N AZ
 KU4945  PID         -  KU4945
 KU4945  STATE/COUNTY-  NY/NASSAU
 KU4945  USGS QUAD   -  HICKSVILLE (1979)
 KU4945
 KU4945                         *CURRENT SURVEY CONTROL
 KU4945  ___________________________________________________________________
 KU4945* NAD 83(1996)-  40 46 15.06860(N)    073 32 58.59639(W)     ADJUSTED  
 KU4945* NAVD 88     -        45.3    (meters)     149.     (feet)  VERTCON   
 KU4945  ___________________________________________________________________
 KU4945  X           -   1,369,839.106 (meters)                     COMP
 KU4945  Y           -  -4,639,246.364 (meters)                     COMP
 KU4945  Z           -   4,143,193.787 (meters)                     COMP
 KU4945  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 KU4945  ELLIP HEIGHT-          14.07  (meters)          (12/03/02) GPS OBS
 KU4945  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4945
 KU4945  HORZ ORDER  -  FIRST
 KU4945  ELLP ORDER  -  FOURTH    CLASS II
 KU4945
 KU4945.The horizontal coordinates were established by GPS observations
 KU4945.and adjusted by the National Geodetic Survey in January 1999..
 KU4945
 KU4945.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4945
 KU4945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4945
 KU4945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4945
 KU4945.The ellipsoidal height was determined by GPS observations
 KU4945.and is referenced to NAD 83.
 KU4945
 KU4945.The geoid height was determined by GEOID03.
 KU4945
 KU4945;                    North         East     Units Scale Factor Converg.
 KU4945;SPC NY L     -    67,190.187   338,024.244   MT  0.99999585   +0 17 40.5
 KU4945;SPC NY L     -   220,439.81  1,109,001.21   sFT  0.99999585   +0 17 40.5
 KU4945;UTM  18      - 4,514,331.852   622,403.435   MT  0.99978441   +0 56 50.2
 KU4945
 KU4945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4945!SPC NY L     -   0.99999779  x   0.99999585  =   0.99999364
 KU4945!UTM  18      -   0.99999779  x   0.99978441  =   0.99978220
 KU4945
 KU4945|---------------------------------------------------------------------|
 KU4945| PID    Reference Object                     Distance      Geod. Az  |
 KU4945|                                                           dddmmss.s |
 KU4945| KU4925 12E 15N                             175.918 METERS 34439     |
 KU4945| KU4926 12E 16N                             APPROX. 1.7 KM 3571800.6 |
 KU4945|---------------------------------------------------------------------|
 KU4945
 KU4945                          SUPERSEDED SURVEY CONTROL
 KU4945
 KU4945  ELLIP H (01/11/99)   14.07   (m)                       GP(       ) 4 1
 KU4945  NAD 83(1996)-  40 46 15.07159(N)    073 32 58.59530(W) AD(       ) 1
 KU4945  NAD 83(1992)-  40 46 15.07145(N)    073 32 58.59502(W) AD(       ) 1
 KU4945  NAD 83(1986)-  40 46 15.07216(N)    073 32 58.59636(W) AD(       ) 1
 KU4945  NGVD 29 (03/24/92)   45.6    (m)          150.     (f) GPS OBS        
 KU4945
 KU4945.Superseded values are not recommended for survey control.
 KU4945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4945.See file dsdata.txt to determine how the superseded data were derived.
 KU4945
 KU4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2240314332(NAD 83)
 KU4945_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4945_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4945_STAMPING: 12E15NAZ
 KU4945_MARK LOGO: NYDPW 
 KU4945_PROJECTION: RECESSED 8 CENTIMETERS
 KU4945_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4945+STABILITY: POSITION/ELEVATION WELL
 KU4945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4945+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 KU4945_ROD/PIPE-DEPTH: 20.6 meters
 KU4945_SLEEVE-DEPTH  : 1.52 meters
 KU4945
 KU4945  HISTORY     - Date     Condition        Report By
 KU4945  HISTORY     - 1989     MONUMENTED       SBAS
 KU4945  HISTORY     - 19901212 GOOD
 KU4945
 KU4945                          STATION DESCRIPTION
 KU4945
 KU4945'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4945'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY,ON THE GROUNDS
 KU4945'OF CANTIAGUE PARK,360 FEET EAST OF THE CENTERLINE OF CANTIAGUE ROCK
 KU4945'ROAD AND 120 FEET (36.6 M) NORTH OF THE EXTENDED CENTERLINE OF BARRY
 KU4945'DRIVE,IN THE GRASS AREA BETWEEN PARKING LANES.
 KU4945'THE LOCATION TIES ARE 69.9 FEET (21.3 M) FROM THE NORTH EAST CORNER OF
 KU4945'THE CATCH BASIN, 28.3 FEET (8.6 M) FROM THE CENTER OF THE TREE AND
 KU4945'78.3 FEET (23.9 M) FROM THE CENTER OF THE LIGHT POLE.
 KU4945
 KU4945                          STATION RECOVERY (1990)
 KU4945
 KU4945'RECOVERED 1990
 KU4945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4926 ***********************************************************************
 KU4926  DESIGNATION -  12E 16N
 KU4926  PID         -  KU4926
 KU4926  STATE/COUNTY-  NY/NASSAU
 KU4926  USGS QUAD   -  HICKSVILLE (1979)
 KU4926
 KU4926                         *CURRENT SURVEY CONTROL
 KU4926  ___________________________________________________________________
 KU4926* NAD 83(1996)-  40 47 08.79347(N)    073 33 01.92949(W)     ADJUSTED  
 KU4926* NAVD 88     -        52.1    (meters)     171.     (feet)  VERTCON   
 KU4926  ___________________________________________________________________
 KU4926  X           -   1,369,459.120 (meters)                     COMP
 KU4926  Y           -  -4,638,235.428 (meters)                     COMP
 KU4926  Z           -   4,144,453.269 (meters)                     COMP
 KU4926  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KU4926  ELLIP HEIGHT-          21.01  (meters)          (12/03/02) GPS OBS
 KU4926  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU4926
 KU4926  HORZ ORDER  -  FIRST
 KU4926  ELLP ORDER  -  FOURTH    CLASS II
 KU4926
 KU4926.The horizontal coordinates were established by GPS observations
 KU4926.and adjusted by the National Geodetic Survey in January 1999..
 KU4926
 KU4926.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4926
 KU4926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4926
 KU4926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4926
 KU4926.The ellipsoidal height was determined by GPS observations
 KU4926.and is referenced to NAD 83.
 KU4926
 KU4926.The geoid height was determined by GEOID03.
 KU4926
 KU4926;                    North         East     Units Scale Factor Converg.
 KU4926;SPC NY L     -    68,847.014   337,937.576   MT  0.99999553   +0 17 38.4
 KU4926;SPC NY L     -   225,875.58  1,108,716.86   sFT  0.99999553   +0 17 38.4
 KU4926;UTM  18      - 4,515,987.234   622,297.917   MT  0.99978409   +0 56 49.0
 KU4926
 KU4926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4926!SPC NY L     -   0.99999670  x   0.99999553  =   0.99999223
 KU4926!UTM  18      -   0.99999670  x   0.99978409  =   0.99978080
 KU4926
 KU4926:                Primary Azimuth Mark                     Grid Az
 KU4926:SPC NY L     -  12E 15N AZ                               177 00 20.1
 KU4926:UTM  18      -  12E 15N AZ                               176 21 09.5
 KU4926
 KU4926|---------------------------------------------------------------------|
 KU4926| PID    Reference Object                     Distance      Geod. Az  |
 KU4926|                                                           dddmmss.s |
 KU4926| KU4945 12E 15N AZ                          APPROX. 1.7 KM 1771758.5 |
 KU4926| KU4946 12E 16N AZ                          285.903 METERS 24205     |
 KU4926|---------------------------------------------------------------------|
 KU4926
 KU4926                          SUPERSEDED SURVEY CONTROL
 KU4926
 KU4926  ELLIP H (01/11/99)   21.02   (m)                       GP(       ) 4 1
 KU4926  NAD 83(1996)-  40 47 08.79646(N)    073 33 01.92841(W) AD(       ) 1
 KU4926  NAD 83(1992)-  40 47 08.79633(N)    073 33 01.92815(W) AD(       ) 1
 KU4926  NAD 83(1986)-  40 47 08.79705(N)    073 33 01.92951(W) AD(       ) 1
 KU4926  NGVD 29 (03/24/92)   52.5    (m)          172.     (f) GPS OBS        
 KU4926
 KU4926.Superseded values are not recommended for survey control.
 KU4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4926.See file dsdata.txt to determine how the superseded data were derived.
 KU4926
 KU4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2229815987(NAD 83)
 KU4926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4926_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4926_STAMPING: 12E16N
 KU4926_MARK LOGO: NYDPW 
 KU4926_PROJECTION: RECESSED 8 CENTIMETERS
 KU4926_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4926+STABILITY: POSITION/ELEVATION WELL
 KU4926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4926+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1990
 KU4926_ROD/PIPE-DEPTH: 10.3 meters
 KU4926_SLEEVE-DEPTH  : 1.52 meters
 KU4926
 KU4926  HISTORY     - Date     Condition        Report By
 KU4926  HISTORY     - 1989     MONUMENTED       SBAS
 KU4926  HISTORY     - 19900111 GOOD
 KU4926
 KU4926                          STATION DESCRIPTION
 KU4926
 KU4926'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4926'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 36 FEET (11.0 M)
 KU4926'SOUTH OF THE CENTERLINE OF WESTBOUND LANES OF JERICHO TURNPIKE AND 0.4
 KU4926'MILES (0.6 KM) EAST OF THE INTERSECTION OF JERICHO TURNPIKE AND THE
 KU4926'WEST BOUND SERVICE ROAD OF THE LONG ISLAND EXPRESSWAY,IN THE GRASS
 KU4926'AREA OF THE CENTER MEDIAN.
 KU4926'THE LOCATION TIES ARE 57.0 FEET (17.4 M) FROM THE NORTH WEST CORNER OF
 KU4926'THE CATCH BASIN, 79.1 FEET (24.1 M) FROM THE CENTER OF THE MANHOLE
 KU4926'AND 60.5 FEET (18.4 M) FROM THE CENTER OF THE LIGHT POLE.
 KU4926
 KU4926                          STATION RECOVERY (1990)
 KU4926
 KU4926'RECOVERED 1990
 KU4926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4946 ***********************************************************************
 KU4946  DESIGNATION -  12E 16N AZ
 KU4946  PID         -  KU4946
 KU4946  STATE/COUNTY-  NY/NASSAU
 KU4946  USGS QUAD   -  HICKSVILLE (1979)
 KU4946
 KU4946                         *CURRENT SURVEY CONTROL
 KU4946  ___________________________________________________________________
 KU4946* NAD 83(1996)-  40 47 04.45438(N)    073 33 12.70443(W)     ADJUSTED  
 KU4946* NAVD 88     -        52.3    (meters)     172.     (feet)  VERTCON   
 KU4946  ___________________________________________________________________
 KU4946  X           -   1,369,241.619 (meters)                     COMP
 KU4946  Y           -  -4,638,390.954 (meters)                     COMP
 KU4946  Z           -   4,144,352.047 (meters)                     COMP
 KU4946  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 KU4946  ELLIP HEIGHT-          21.20  (meters)          (12/03/02) GPS OBS
 KU4946  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4946
 KU4946  HORZ ORDER  -  FIRST
 KU4946  ELLP ORDER  -  FOURTH    CLASS II
 KU4946
 KU4946.The horizontal coordinates were established by GPS observations
 KU4946.and adjusted by the National Geodetic Survey in January 1999..
 KU4946
 KU4946.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4946
 KU4946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4946
 KU4946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4946
 KU4946.The ellipsoidal height was determined by GPS observations
 KU4946.and is referenced to NAD 83.
 KU4946
 KU4946.The geoid height was determined by GEOID03.
 KU4946
 KU4946;                    North         East     Units Scale Factor Converg.
 KU4946;SPC NY L     -    68,711.876   337,685.629   MT  0.99999555   +0 17 31.3
 KU4946;SPC NY L     -   225,432.21  1,107,890.27   sFT  0.99999555   +0 17 31.3
 KU4946;UTM  18      - 4,515,849.263   622,047.579   MT  0.99978334   +0 56 41.9
 KU4946
 KU4946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4946!SPC NY L     -   0.99999667  x   0.99999555  =   0.99999222
 KU4946!UTM  18      -   0.99999667  x   0.99978334  =   0.99978002
 KU4946
 KU4946|---------------------------------------------------------------------|
 KU4946| PID    Reference Object                     Distance      Geod. Az  |
 KU4946|                                                           dddmmss.s |
 KU4946| KU4926 12E 16N                             285.903 METERS 06205     |
 KU4946|---------------------------------------------------------------------|
 KU4946
 KU4946                          SUPERSEDED SURVEY CONTROL
 KU4946
 KU4946  ELLIP H (01/11/99)   21.20   (m)                       GP(       ) 4 1
 KU4946  NAD 83(1996)-  40 47 04.45736(N)    073 33 12.70336(W) AD(       ) 1
 KU4946  NAD 83(1992)-  40 47 04.45723(N)    073 33 12.70308(W) AD(       ) 1
 KU4946  NAD 83(1986)-  40 47 04.45796(N)    073 33 12.70448(W) AD(       ) 1
 KU4946  NGVD 29 (03/24/92)   52.7    (m)          173.     (f) GPS OBS        
 KU4946
 KU4946.Superseded values are not recommended for survey control.
 KU4946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4946.See file dsdata.txt to determine how the superseded data were derived.
 KU4946
 KU4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2204815849(NAD 83)
 KU4946_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4946_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4946_STAMPING: 12E16NAZ
 KU4946_MARK LOGO: NYDPW 
 KU4946_PROJECTION: RECESSED 8 CENTIMETERS
 KU4946_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4946+STABILITY: POSITION/ELEVATION WELL
 KU4946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4946+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 KU4946_ROD/PIPE-DEPTH: 20.6 meters
 KU4946_SLEEVE-DEPTH  : 1.52 meters
 KU4946
 KU4946  HISTORY     - Date     Condition        Report By
 KU4946  HISTORY     - 1989     MONUMENTED       SBAS
 KU4946  HISTORY     - 19900515 GOOD
 KU4946
 KU4946                          STATION DESCRIPTION
 KU4946
 KU4946'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4946'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 37 FEET (11.3 M)
 KU4946'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF JERICHO TURNPIKE
 KU4946'AND 0.2 MILE (0.3 KM) EAST OF THE INTERSECTION OF JERICHO TURNPIKE
 KU4946'AND THE WESTBOUND SERVICE ROAD OF THE LONG ISLAND EXPRESSWAY,IN THE
 KU4946'GRASS AREA OF THE MEDIAN.
 KU4946'THE LOCATION TIES ARE 15.8 FEET (4.8 M) FROM THE CENTER OF THE LIGHT
 KU4946'POLE, 50.6 FEET (15.4 M) FROM THE CENTER OF THE WATER MANHOLE AND
 KU4946'80.0 FEET (24.4 M) FROM THE SOUTH WEST CORNER OF THE TRAFFIC SIGNAL
 KU4946'BOX.
 KU4946
 KU4946                          STATION RECOVERY (1990)
 KU4946
 KU4946'RECOVERED 1990
 KU4946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4927 ***********************************************************************
 KU4927  DESIGNATION -  12E 17N
 KU4927  PID         -  KU4927
 KU4927  STATE/COUNTY-  NY/NASSAU
 KU4927  USGS QUAD   -  HICKSVILLE (1979)
 KU4927
 KU4927                         *CURRENT SURVEY CONTROL
 KU4927  ___________________________________________________________________
 KU4927* NAD 83(1996)-  40 47 59.89057(N)    073 32 58.34232(W)     ADJUSTED  
 KU4927* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 KU4927  ___________________________________________________________________
 KU4927  X           -   1,369,249.929 (meters)                     COMP
 KU4927  Y           -  -4,637,229.962 (meters)                     COMP
 KU4927  Z           -   4,145,651.956 (meters)                     COMP
 KU4927  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KU4927  ELLIP HEIGHT-          29.24  (meters)          (12/03/02) GPS OBS
 KU4927  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4927
 KU4927  HORZ ORDER  -  FIRST
 KU4927  ELLP ORDER  -  FOURTH    CLASS II
 KU4927
 KU4927.The horizontal coordinates were established by GPS observations
 KU4927.and adjusted by the National Geodetic Survey in January 1999..
 KU4927
 KU4927.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4927
 KU4927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4927
 KU4927.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4927
 KU4927.The ellipsoidal height was determined by GPS observations
 KU4927.and is referenced to NAD 83.
 KU4927
 KU4927.The geoid height was determined by GEOID03.
 KU4927
 KU4927;                    North         East     Units Scale Factor Converg.
 KU4927;SPC NY L     -    70,423.620   338,013.575   MT  0.99999528   +0 17 40.7
 KU4927;SPC NY L     -   231,048.16  1,108,966.20   sFT  0.99999528   +0 17 40.7
 KU4927;UTM  18      - 4,517,564.271   622,355.928   MT  0.99978427   +0 56 52.4
 KU4927
 KU4927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4927!SPC NY L     -   0.99999541  x   0.99999528  =   0.99999069
 KU4927!UTM  18      -   0.99999541  x   0.99978427  =   0.99977968
 KU4927
 KU4927|---------------------------------------------------------------------|
 KU4927| PID    Reference Object                     Distance      Geod. Az  |
 KU4927|                                                           dddmmss.s |
 KU4927| KU4947 12E 17N AZ                          236.674 METERS 13134     |
 KU4927| KU4926 12E 16N                             APPROX. 1.6 KM 1830315.9 |
 KU4927|---------------------------------------------------------------------|
 KU4927
 KU4927                          SUPERSEDED SURVEY CONTROL
 KU4927
 KU4927  ELLIP H (01/11/99)   29.25   (m)                       GP(       ) 4 1
 KU4927  NAD 83(1996)-  40 47 59.89352(N)    073 32 58.34124(W) AD(       ) 1
 KU4927  NAD 83(1992)-  40 47 59.89338(N)    073 32 58.34098(W) AD(       ) 1
 KU4927  NAD 83(1986)-  40 47 59.89411(N)    073 32 58.34239(W) AD(       ) 1
 KU4927  NGVD 29 (03/24/92)   60.7    (m)          199.     (f) GPS OBS        
 KU4927
 KU4927.Superseded values are not recommended for survey control.
 KU4927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4927.See file dsdata.txt to determine how the superseded data were derived.
 KU4927
 KU4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2235617564(NAD 83)
 KU4927_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4927_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4927_STAMPING: 12E17N
 KU4927_MARK LOGO: NYDPW 
 KU4927_PROJECTION: RECESSED 8 CENTIMETERS
 KU4927_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4927+STABILITY: POSITION/ELEVATION WELL
 KU4927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4927+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KU4927_ROD/PIPE-DEPTH: 10.3 meters
 KU4927_SLEEVE-DEPTH  : 1.52 meters
 KU4927
 KU4927  HISTORY     - Date     Condition        Report By
 KU4927  HISTORY     - 1989     MONUMENTED       SBAS
 KU4927  HISTORY     - 19910227 GOOD
 KU4927
 KU4927                          STATION DESCRIPTION
 KU4927
 KU4927'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4927'THE POINT IS LOCATED IN BROKVILLE, TOWN OF OYSTER BAY, 32 FEET
 KU4927'(9.8 M) NORTH EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF CEDAR
 KU4927'SWAMP ROAD AND 74 FEET (22.6 M) NORTH WEST OF THE CENTERLINE OF THE
 KU4927'MEDIAN OF THE ENTRANCE ROAD TO SUNY OLD WESTBURY,IN THE GRASS AREA OF
 KU4927'THE TRAFFIC ISLAND.
 KU4927'THE LOCATION TIES ARE 20.4 FEET (6.2 M) FROM THE NORTH WEST CORNER OF
 KU4927'THE CATCH BASIN, 48.0 FEET (14.6 M) FROM THE CENTER OF THE TRAFFIC
 KU4927'SIGNAL GUY POLE AND 83.7 FEET (25.5 M) FROM THE SOUTH SIGN POST.
 KU4927
 KU4927                          STATION RECOVERY (1991)
 KU4927
 KU4927'RECOVERED 1991
 KU4927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4947 ***********************************************************************
 KU4947  DESIGNATION -  12E 17N AZ
 KU4947  PID         -  KU4947
 KU4947  STATE/COUNTY-  NY/NASSAU
 KU4947  USGS QUAD   -  HICKSVILLE (1979)
 KU4947
 KU4947                         *CURRENT SURVEY CONTROL
 KU4947  ___________________________________________________________________
 KU4947* NAD 83(1996)-  40 47 54.79965(N)    073 32 50.78881(W)     ADJUSTED  
 KU4947* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 KU4947  ___________________________________________________________________
 KU4947  X           -   1,369,448.787 (meters)                     COMP
 KU4947  Y           -  -4,637,278.155 (meters)                     COMP
 KU4947  Z           -   4,145,533.009 (meters)                     COMP
 KU4947  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU4947  ELLIP HEIGHT-          29.14  (meters)          (12/03/02) GPS OBS
 KU4947  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4947
 KU4947  HORZ ORDER  -  FIRST
 KU4947  ELLP ORDER  -  FOURTH    CLASS II
 KU4947
 KU4947.The horizontal coordinates were established by GPS observations
 KU4947.and adjusted by the National Geodetic Survey in January 1999..
 KU4947
 KU4947.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4947
 KU4947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4947
 KU4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4947
 KU4947.The ellipsoidal height was determined by GPS observations
 KU4947.and is referenced to NAD 83.
 KU4947
 KU4947.The geoid height was determined by GEOID03.
 KU4947
 KU4947;                    North         East     Units Scale Factor Converg.
 KU4947;SPC NY L     -    70,267.495   338,191.448   MT  0.99999530   +0 17 45.6
 KU4947;SPC NY L     -   230,535.94  1,109,549.78   sFT  0.99999530   +0 17 45.6
 KU4947;UTM  18      - 4,517,410.216   622,535.531   MT  0.99978481   +0 56 57.2
 KU4947
 KU4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4947!SPC NY L     -   0.99999543  x   0.99999530  =   0.99999073
 KU4947!UTM  18      -   0.99999543  x   0.99978481  =   0.99978024
 KU4947
 KU4947|---------------------------------------------------------------------|
 KU4947| PID    Reference Object                     Distance      Geod. Az  |
 KU4947|                                                           dddmmss.s |
 KU4947| KU4927 12E 17N                             236.674 METERS 31134     |
 KU4947|---------------------------------------------------------------------|
 KU4947
 KU4947                          SUPERSEDED SURVEY CONTROL
 KU4947
 KU4947  ELLIP H (01/11/99)   29.14   (m)                       GP(       ) 4 1
 KU4947  NAD 83(1996)-  40 47 54.80259(N)    073 32 50.78774(W) AD(       ) 1
 KU4947  NAD 83(1992)-  40 47 54.80246(N)    073 32 50.78748(W) AD(       ) 1
 KU4947  NAD 83(1986)-  40 47 54.80319(N)    073 32 50.78886(W) AD(       ) 1
 KU4947  NGVD 29 (03/24/92)   60.5    (m)          198.     (f) GPS OBS        
 KU4947
 KU4947.Superseded values are not recommended for survey control.
 KU4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4947.See file dsdata.txt to determine how the superseded data were derived.
 KU4947
 KU4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2253617410(NAD 83)
 KU4947_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4947_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4947_STAMPING: 12E17NAZ
 KU4947_MARK LOGO: NYDPW 
 KU4947_PROJECTION: RECESSED 8 CENTIMETERS
 KU4947_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4947+STABILITY: POSITION/ELEVATION WELL
 KU4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4947+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 KU4947_ROD/PIPE-DEPTH: 7.58 meters
 KU4947_SLEEVE-DEPTH  : 1.52 meters
 KU4947
 KU4947  HISTORY     - Date     Condition        Report By
 KU4947  HISTORY     - 1989     MONUMENTED       SBAS
 KU4947  HISTORY     - 19910415 GOOD
 KU4947
 KU4947                          STATION DESCRIPTION
 KU4947
 KU4947'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4947'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 30 FEET
 KU4947'(9.1 M) WEST OF THE CENTERLINE OF CEDAR SWAMP ROAD AND 67 FEET
 KU4947'(20.4 M) NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO SAINT PAUL
 KU4947'THE APOSTLE ROMAN CATHOLIC CHURCH,IN THE GRASS AREA OF THE MEDIAN.
 KU4947'THE LOCATION TIES ARE 56.4 FEET (17.2 M) FROM THE CENTER OF THE LONG
 KU4947'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 181, 56.1 FEET (17.1 M)
 KU4947'FROM THE CENTER OF THE LONG ISLAND LIGHTING COMPANY UTILITY POLE
 KU4947'NUMBER 179.5 AND 80.6 FEET (24.6 M) FROM THE NORTH WEST CORNER OF THE
 KU4947'CATCH BASIN.
 KU4947
 KU4947                          STATION RECOVERY (1991)
 KU4947
 KU4947'RECOVERED 1991
 KU4947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4928 ***********************************************************************
 KU4928  DESIGNATION -  12E 18N
 KU4928  PID         -  KU4928
 KU4928  STATE/COUNTY-  NY/NASSAU
 KU4928  USGS QUAD   -  HICKSVILLE (1979)
 KU4928
 KU4928                         *CURRENT SURVEY CONTROL
 KU4928  ___________________________________________________________________
 KU4928* NAD 83(1996)-  40 48 41.90384(N)    073 33 28.16449(W)     ADJUSTED  
 KU4928* NAVD 88     -        77.8    (meters)     255.     (feet)  VERTCON   
 KU4928  ___________________________________________________________________
 KU4928  X           -   1,368,343.476 (meters)                     COMP
 KU4928  Y           -  -4,636,628.266 (meters)                     COMP
 KU4928  Z           -   4,146,644.354 (meters)                     COMP
 KU4928  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 KU4928  ELLIP HEIGHT-          46.71  (meters)          (12/03/02) GPS OBS
 KU4928  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU4928
 KU4928  HORZ ORDER  -  FIRST
 KU4928  ELLP ORDER  -  FOURTH    CLASS II
 KU4928
 KU4928.The horizontal coordinates were established by GPS observations
 KU4928.and adjusted by the National Geodetic Survey in January 1999..
 KU4928
 KU4928.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4928
 KU4928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4928
 KU4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4928
 KU4928.The ellipsoidal height was determined by GPS observations
 KU4928.and is referenced to NAD 83.
 KU4928
 KU4928.The geoid height was determined by GEOID03.
 KU4928
 KU4928;                    North         East     Units Scale Factor Converg.
 KU4928;SPC NY L     -    71,716.030   337,307.972   MT  0.99999512   +0 17 21.2
 KU4928;SPC NY L     -   235,288.34  1,106,651.24   sFT  0.99999512   +0 17 21.2
 KU4928;UTM  18      - 4,518,848.279   621,635.786   MT  0.99978210   +0 56 33.7
 KU4928
 KU4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4928!SPC NY L     -   0.99999267  x   0.99999512  =   0.99998779
 KU4928!UTM  18      -   0.99999267  x   0.99978210  =   0.99977477
 KU4928
 KU4928|---------------------------------------------------------------------|
 KU4928| PID    Reference Object                     Distance      Geod. Az  |
 KU4928|                                                           dddmmss.s |
 KU4928| KU4948 12E 18N AZ                          146.494 METERS 26042     |
 KU4928|---------------------------------------------------------------------|
 KU4928
 KU4928                          SUPERSEDED SURVEY CONTROL
 KU4928
 KU4928  ELLIP H (01/11/99)   46.71   (m)                       GP(       ) 4 1
 KU4928  NAD 83(1996)-  40 48 41.90672(N)    073 33 28.16350(W) AD(       ) 1
 KU4928  NAD 83(1992)-  40 48 41.90660(N)    073 33 28.16321(W) AD(       ) 1
 KU4928  NAD 83(1986)-  40 48 41.90733(N)    073 33 28.16473(W) AD(       ) 1
 KU4928  NGVD 29 (03/24/92)   78.1    (m)          256.     (f) GPS OBS        
 KU4928
 KU4928.Superseded values are not recommended for survey control.
 KU4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4928.See file dsdata.txt to determine how the superseded data were derived.
 KU4928
 KU4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2163618848(NAD 83)
 KU4928_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4928_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4928_STAMPING: 12E18N
 KU4928_MARK LOGO: NYDPW 
 KU4928_PROJECTION: RECESSED 8 CENTIMETERS
 KU4928_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4928+STABILITY: POSITION/ELEVATION WELL
 KU4928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4928+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1990
 KU4928_ROD/PIPE-DEPTH: 6.06 meters
 KU4928_SLEEVE-DEPTH  : 1.52 meters
 KU4928
 KU4928  HISTORY     - Date     Condition        Report By
 KU4928  HISTORY     - 1989     MONUMENTED       SBAS
 KU4928  HISTORY     - 19900129 GOOD
 KU4928
 KU4928                          STATION DESCRIPTION
 KU4928
 KU4928'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4928'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 12 FEET
 KU4928'(3.7 M) WEST OF THE CENTERLINE OF FRUITLEDGE ROAD AND 232 FEET
 KU4928'(70.7 M) NORTH OF THE CENTERLINE OF TAPPENTOWN ROAD,IN THE ASPHALT
 KU4928'PAVED AREA ADJACENT TO THE CURB.
 KU4928'THE LOCATION TIES ARE 64.6 FEET (19.7 M) FROM THE LONG ISLAND LIGHTING
 KU4928'COMPANY UTILITY POLE NUMBER 1, 94.1 FEET (28.7 M) FROM THE NEW YORK
 KU4928'TELEPHONE UTILITY POLE NUMBER 2 AND 25.6 FEET (7.8 M) FROM THE
 KU4928'HYDRANT.
 KU4928
 KU4928                          STATION RECOVERY (1990)
 KU4928
 KU4928'RECOVERED 1990
 KU4928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4948 ***********************************************************************
 KU4948  DESIGNATION -  12E 18N AZ
 KU4948  PID         -  KU4948
 KU4948  STATE/COUNTY-  NY/NASSAU
 KU4948  USGS QUAD   -  HICKSVILLE (1979)
 KU4948
 KU4948                         *CURRENT SURVEY CONTROL
 KU4948  ___________________________________________________________________
 KU4948* NAD 83(1996)-  40 48 41.13570(N)    073 33 34.33262(W)     ADJUSTED  
 KU4948* NAVD 88     -        84.5    (meters)     277.     (feet)  VERTCON   
 KU4948  ___________________________________________________________________
 KU4948  X           -   1,368,210.644 (meters)                     COMP
 KU4948  Y           -  -4,636,688.914 (meters)                     COMP
 KU4948  Z           -   4,146,630.812 (meters)                     COMP
 KU4948  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KU4948  ELLIP HEIGHT-          53.43  (meters)          (12/03/02) GPS OBS
 KU4948  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU4948
 KU4948  HORZ ORDER  -  FIRST
 KU4948  ELLP ORDER  -  FOURTH    CLASS II
 KU4948
 KU4948.The horizontal coordinates were established by GPS observations
 KU4948.and adjusted by the National Geodetic Survey in January 1999..
 KU4948
 KU4948.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4948
 KU4948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4948
 KU4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4948
 KU4948.The ellipsoidal height was determined by GPS observations
 KU4948.and is referenced to NAD 83.
 KU4948
 KU4948.The geoid height was determined by GEOID03.
 KU4948
 KU4948;                    North         East     Units Scale Factor Converg.
 KU4948;SPC NY L     -    71,691.607   337,163.530   MT  0.99999513   +0 17 17.2
 KU4948;SPC NY L     -   235,208.21  1,106,177.35   sFT  0.99999513   +0 17 17.2
 KU4948;UTM  18      - 4,518,822.215   621,491.662   MT  0.99978167   +0 56 29.6
 KU4948
 KU4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4948!SPC NY L     -   0.99999162  x   0.99999513  =   0.99998675
 KU4948!UTM  18      -   0.99999162  x   0.99978167  =   0.99977329
 KU4948
 KU4948|---------------------------------------------------------------------|
 KU4948| PID    Reference Object                     Distance      Geod. Az  |
 KU4948|                                                           dddmmss.s |
 KU4948| KU4928 12E 18N                             146.494 METERS 08041     |
 KU4948|---------------------------------------------------------------------|
 KU4948
 KU4948                          SUPERSEDED SURVEY CONTROL
 KU4948
 KU4948  ELLIP H (01/11/99)   53.43   (m)                       GP(       ) 4 1
 KU4948  NAD 83(1996)-  40 48 41.13863(N)    073 33 34.33158(W) AD(       ) 1
 KU4948  NAD 83(1992)-  40 48 41.13849(N)    073 33 34.33133(W) AD(       ) 1
 KU4948  NAD 83(1986)-  40 48 41.13924(N)    073 33 34.33283(W) AD(       ) 1
 KU4948  NGVD 29 (03/24/92)   84.8    (m)          278.     (f) GPS OBS        
 KU4948
 KU4948.Superseded values are not recommended for survey control.
 KU4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4948.See file dsdata.txt to determine how the superseded data were derived.
 KU4948
 KU4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2149218822(NAD 83)
 KU4948_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4948_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4948_STAMPING: 12E18NAZ
 KU4948_MARK LOGO: NYDPW 
 KU4948_PROJECTION: RECESSED 8 CENTIMETERS
 KU4948_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4948+STABILITY: POSITION/ELEVATION WELL
 KU4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4948+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 KU4948_ROD/PIPE-DEPTH: 20.6 meters
 KU4948_SLEEVE-DEPTH  : 1.52 meters
 KU4948
 KU4948  HISTORY     - Date     Condition        Report By
 KU4948  HISTORY     - 1989     MONUMENTED       SBAS
 KU4948  HISTORY     - 19900515 GOOD
 KU4948
 KU4948                          STATION DESCRIPTION
 KU4948
 KU4948'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4948'THE POINT IS LOCATED IN BROOKVILLE, TOWN OF OYSTER BAY, 717 FEET
 KU4948'(218.5 M) WEST OF THE CENTERLINE OF FRUITLEDGE ROAD AND 9 FEET
 KU4948'(2.7 M) SOUTH OF THE CENTERLINE OF TAPPENTOWN ROAD,IN THE PAVED
 KU4948'ROADWAY.
 KU4948'THE LOCATION TIES ARE 40.5 FEET (12.3 M) FROM THE NEW YORK TELEPHONE
 KU4948'UTILITY POLE NUMBER 5, 100.5 FEET (30.6 M) FROM THE NEW YORK
 KU4948'TELEPHONE UTILITY POLE NUMBER 4 AND 54.3 FEET (16.6 M) FROM THE
 KU4948'HYDRANT.
 KU4948
 KU4948                          STATION RECOVERY (1990)
 KU4948
 KU4948'RECOVERED 1990
 KU4948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4929 ***********************************************************************
 KU4929  DESIGNATION -  12E 19N
 KU4929  PID         -  KU4929
 KU4929  STATE/COUNTY-  NY/NASSAU
 KU4929  USGS QUAD   -  HICKSVILLE (1979)
 KU4929
 KU4929                         *CURRENT SURVEY CONTROL
 KU4929  ___________________________________________________________________
 KU4929* NAD 83(1996)-  40 49 48.07219(N)    073 33 14.78023(W)     ADJUSTED  
 KU4929* NAVD 88     -        57.8    (meters)     190.     (feet)  VERTCON   
 KU4929  ___________________________________________________________________
 KU4929  X           -   1,368,262.314 (meters)                     COMP
 KU4929  Y           -  -4,635,245.290 (meters)                     COMP
 KU4929  Z           -   4,148,175.946 (meters)                     COMP
 KU4929  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KU4929  ELLIP HEIGHT-          26.75  (meters)          (12/03/02) GPS OBS
 KU4929  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 KU4929
 KU4929  HORZ ORDER  -  FIRST
 KU4929  ELLP ORDER  -  FOURTH    CLASS II
 KU4929
 KU4929.The horizontal coordinates were established by GPS observations
 KU4929.and adjusted by the National Geodetic Survey in January 1999..
 KU4929
 KU4929.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4929
 KU4929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4929
 KU4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4929
 KU4929.The ellipsoidal height was determined by GPS observations
 KU4929.and is referenced to NAD 83.
 KU4929
 KU4929.The geoid height was determined by GEOID03.
 KU4929
 KU4929;                    North         East     Units Scale Factor Converg.
 KU4929;SPC NY L     -    73,758.702   337,611.268   MT  0.99999496   +0 17 29.9
 KU4929;SPC NY L     -   241,990.01  1,107,646.30   sFT  0.99999496   +0 17 29.9
 KU4929;UTM  18      - 4,520,893.842   621,915.700   MT  0.99978294   +0 56 43.7
 KU4929
 KU4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4929!SPC NY L     -   0.99999580  x   0.99999496  =   0.99999076
 KU4929!UTM  18      -   0.99999580  x   0.99978294  =   0.99977874
 KU4929
 KU4929|---------------------------------------------------------------------|
 KU4929| PID    Reference Object                     Distance      Geod. Az  |
 KU4929|                                                           dddmmss.s |
 KU4929| KU4949 12E 19N AZ                          137.149 METERS 25545     |
 KU4929|---------------------------------------------------------------------|
 KU4929
 KU4929                          SUPERSEDED SURVEY CONTROL
 KU4929
 KU4929  ELLIP H (01/11/99)   26.75   (m)                       GP(       ) 4 1
 KU4929  NAD 83(1996)-  40 49 48.07512(N)    073 33 14.77918(W) AD(       ) 1
 KU4929  NAD 83(1992)-  40 49 48.07498(N)    073 33 14.77892(W) AD(       ) 1
 KU4929  NAD 83(1986)-  40 49 48.07576(N)    073 33 14.78044(W) AD(       ) 1
 KU4929  NGVD 29 (03/24/92)   58.1    (m)          191.     (f) GPS OBS        
 KU4929
 KU4929.Superseded values are not recommended for survey control.
 KU4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4929.See file dsdata.txt to determine how the superseded data were derived.
 KU4929
 KU4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2191620894(NAD 83)
 KU4929_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4929_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4929_STAMPING: 12E19N
 KU4929_MARK LOGO: NYDPW 
 KU4929_PROJECTION: RECESSED 8 CENTIMETERS
 KU4929_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4929+STABILITY: POSITION/ELEVATION WELL
 KU4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4929+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU4929_ROD/PIPE-DEPTH: 20.6 meters
 KU4929_SLEEVE-DEPTH  : 1.52 meters
 KU4929
 KU4929  HISTORY     - Date     Condition        Report By
 KU4929  HISTORY     - 1989     MONUMENTED       SBAS
 KU4929  HISTORY     - 19910214 GOOD
 KU4929
 KU4929                          STATION DESCRIPTION
 KU4929
 KU4929'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4929'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 528 FEET
 KU4929'(160.9 M) EAST OF THE CENTERLINE OF CHELMSFORD DRIVE AND 14 FEET
 KU4929'(4.3 M) SOUTH OF THE CENTERLINE OF WAKEFIELD DRIVE,IN THE GRASS AREA
 KU4929'ADJACENT TO THE CURB.
 KU4929'THE LOCATION TIES ARE 54.2 FEET (16.5 M) FROM THE WATER METER ON THE
 KU4929'SOUTH SIDE OF THE STREET OPPOSITE HOUSE NUMBER 7, 42.5 FEET (13.0 M)
 KU4929'FROM THE CATV BOX AND 50.2 FEET (15.3 M) FROM THE WATER METER ON THE
 KU4929'NORTH SIDE OF THE STREET.
 KU4929
 KU4929                          STATION RECOVERY (1991)
 KU4929
 KU4929'RECOVERED 1991
 KU4929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4949 ***********************************************************************
 KU4949  DESIGNATION -  12E 19N AZ
 KU4949  PID         -  KU4949
 KU4949  STATE/COUNTY-  NY/NASSAU
 KU4949  USGS QUAD   -  HICKSVILLE (1979)
 KU4949
 KU4949                         *CURRENT SURVEY CONTROL
 KU4949  ___________________________________________________________________
 KU4949* NAD 83(1996)-  40 49 46.97781(N)    073 33 20.45349(W)     ADJUSTED  
 KU4949* NAVD 88     -        57.7    (meters)     189.     (feet)  VERTCON   
 KU4949  ___________________________________________________________________
 KU4949  X           -   1,368,141.066 (meters)                     COMP
 KU4949  Y           -  -4,635,304.077 (meters)                     COMP
 KU4949  Z           -   4,148,150.389 (meters)                     COMP
 KU4949  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4949  ELLIP HEIGHT-          26.73  (meters)          (12/03/02) GPS OBS
 KU4949  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4949
 KU4949  HORZ ORDER  -  FIRST
 KU4949  ELLP ORDER  -  FOURTH    CLASS II
 KU4949
 KU4949.The horizontal coordinates were established by GPS observations
 KU4949.and adjusted by the National Geodetic Survey in January 1999..
 KU4949
 KU4949.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4949
 KU4949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4949
 KU4949.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4949
 KU4949.The ellipsoidal height was determined by GPS observations
 KU4949.and is referenced to NAD 83.
 KU4949
 KU4949.The geoid height was determined by GEOID03.
 KU4949
 KU4949;                    North         East     Units Scale Factor Converg.
 KU4949;SPC NY L     -    73,724.268   337,478.512   MT  0.99999496   +0 17 26.2
 KU4949;SPC NY L     -   241,877.04  1,107,210.75   sFT  0.99999496   +0 17 26.2
 KU4949;UTM  18      - 4,520,857.904   621,783.374   MT  0.99978255   +0 56 39.9
 KU4949
 KU4949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4949!SPC NY L     -   0.99999581  x   0.99999496  =   0.99999077
 KU4949!UTM  18      -   0.99999581  x   0.99978255  =   0.99977836
 KU4949
 KU4949|---------------------------------------------------------------------|
 KU4949| PID    Reference Object                     Distance      Geod. Az  |
 KU4949|                                                           dddmmss.s |
 KU4949| KU4929 12E 19N                             137.149 METERS 07545     |
 KU4949|---------------------------------------------------------------------|
 KU4949
 KU4949                          SUPERSEDED SURVEY CONTROL
 KU4949
 KU4949  ELLIP H (01/11/99)   26.73   (m)                       GP(       ) 4 1
 KU4949  NAD 83(1996)-  40 49 46.98074(N)    073 33 20.45245(W) AD(       ) 1
 KU4949  NAD 83(1992)-  40 49 46.98060(N)    073 33 20.45219(W) AD(       ) 1
 KU4949  NAD 83(1986)-  40 49 46.98137(N)    073 33 20.45370(W) AD(       ) 1
 KU4949  NGVD 29 (03/24/92)   58.1    (m)          191.     (f) GPS OBS        
 KU4949
 KU4949.Superseded values are not recommended for survey control.
 KU4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4949.See file dsdata.txt to determine how the superseded data were derived.
 KU4949
 KU4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2178320858(NAD 83)
 KU4949_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4949_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4949_STAMPING: 12E19NAZ
 KU4949_MARK LOGO: NYDPW 
 KU4949_PROJECTION: RECESSED 8 CENTIMETERS
 KU4949_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4949+STABILITY: POSITION/ELEVATION WELL
 KU4949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4949+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU4949_ROD/PIPE-DEPTH: 12.1 meters
 KU4949_SLEEVE-DEPTH  : 1.52 meters
 KU4949
 KU4949  HISTORY     - Date     Condition        Report By
 KU4949  HISTORY     - 1989     MONUMENTED       SBAS
 KU4949  HISTORY     - 19910214 GOOD
 KU4949
 KU4949                          STATION DESCRIPTION
 KU4949
 KU4949'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4949'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 78 FEET
 KU4949'(23.8 M) EAST OF THE CENTERLINE OF CHELMSFORD DRIVE AND 15 FEET
 KU4949'(4.6 M) SOUTH OF THE CENTERLINE OF WAKEFIELD DRIVE,IN THE GRASS AREA
 KU4949'ADJACENT TO THE CURB.
 KU4949'THE LOCATION TIES ARE 32.0 FEET (9.8 M) FROM THE GAS VALVE, 74.2 FEET
 KU4949'(22.6 M) FROM THE DRAIN MANHOLE, 34.2 FEET (10.4 M) FROM THE CABLE TV
 KU4949'BOX AND 3.8 FEET (1.2 M) FROM THE FACE OF THE CURB.
 KU4949
 KU4949                          STATION RECOVERY (1991)
 KU4949
 KU4949'RECOVERED 1991
 KU4949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4930 ***********************************************************************
 KU4930  DESIGNATION -  12E 20N
 KU4930  PID         -  KU4930
 KU4930  STATE/COUNTY-  NY/NASSAU
 KU4930  USGS QUAD   -  HICKSVILLE (1979)
 KU4930
 KU4930                         *CURRENT SURVEY CONTROL
 KU4930  ___________________________________________________________________
 KU4930* NAD 83(1996)-  40 50 44.08082(N)    073 32 54.76927(W)     ADJUSTED  
 KU4930* NAVD 88     -        59.0    (meters)     194.     (feet)  VERTCON   
 KU4930  ___________________________________________________________________
 KU4930  X           -   1,368,392.311 (meters)                     COMP
 KU4930  Y           -  -4,634,029.903 (meters)                     COMP
 KU4930  Z           -   4,149,483.915 (meters)                     COMP
 KU4930  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KU4930  ELLIP HEIGHT-          28.02  (meters)          (12/03/02) GPS OBS
 KU4930  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU4930
 KU4930  HORZ ORDER  -  FIRST
 KU4930  ELLP ORDER  -  FOURTH    CLASS II
 KU4930
 KU4930.The horizontal coordinates were established by GPS observations
 KU4930.and adjusted by the National Geodetic Survey in January 1999..
 KU4930
 KU4930.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4930
 KU4930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4930
 KU4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4930
 KU4930.The ellipsoidal height was determined by GPS observations
 KU4930.and is referenced to NAD 83.
 KU4930
 KU4930.The geoid height was determined by GEOID03.
 KU4930
 KU4930;                    North         East     Units Scale Factor Converg.
 KU4930;SPC NY L     -    75,488.794   338,071.228   MT  0.99999490   +0 17 43.0
 KU4930;SPC NY L     -   247,666.15  1,109,155.35   sFT  0.99999490   +0 17 43.0
 KU4930;UTM  18      - 4,522,628.705   622,355.791   MT  0.99978427   +0 56 57.8
 KU4930
 KU4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4930!SPC NY L     -   0.99999560  x   0.99999490  =   0.99999050
 KU4930!UTM  18      -   0.99999560  x   0.99978427  =   0.99977988
 KU4930
 KU4930|---------------------------------------------------------------------|
 KU4930| PID    Reference Object                     Distance      Geod. Az  |
 KU4930|                                                           dddmmss.s |
 KU4930| KU4950 12E 20N AZ                          239.920 METERS 33030     |
 KU4930|---------------------------------------------------------------------|
 KU4930
 KU4930                          SUPERSEDED SURVEY CONTROL
 KU4930
 KU4930  ELLIP H (01/11/99)   28.03   (m)                       GP(       ) 4 1
 KU4930  NAD 83(1996)-  40 50 44.08374(N)    073 32 54.76823(W) AD(       ) 1
 KU4930  NAD 83(1992)-  40 50 44.08361(N)    073 32 54.76798(W) AD(       ) 1
 KU4930  NAD 83(1986)-  40 50 44.08443(N)    073 32 54.76958(W) AD(       ) 1
 KU4930  NGVD 29 (03/24/92)   59.3    (m)          195.     (f) GPS OBS        
 KU4930
 KU4930.Superseded values are not recommended for survey control.
 KU4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4930.See file dsdata.txt to determine how the superseded data were derived.
 KU4930
 KU4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2235622629(NAD 83)
 KU4930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4930_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4930_STAMPING: 12E20N
 KU4930_MARK LOGO: NYDPW 
 KU4930_PROJECTION: RECESSED 8 CENTIMETERS
 KU4930_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4930+STABILITY: POSITION/ELEVATION WELL
 KU4930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4930+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1990
 KU4930_ROD/PIPE-DEPTH: 20.6 meters
 KU4930_SLEEVE-DEPTH  : 1.52 meters
 KU4930
 KU4930  HISTORY     - Date     Condition        Report By
 KU4930  HISTORY     - 1989     MONUMENTED       SBAS
 KU4930  HISTORY     - 19900129 GOOD
 KU4930
 KU4930                          STATION DESCRIPTION
 KU4930
 KU4930'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4930'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 1121 FEET
 KU4930'(341.7 M) SOUTH OF THE CENTERLINE OF REMSENS LANE AND 7 FEET (2.1 M)
 KU4930'WEST OF THE CENTERLINE OF GREENWAY,IN THE PAVED ROADWAY.
 KU4930'THE LOCATION TIES ARE 62.3 FEET (19.0 M) FROM THE HYDRANT, 73.3 FEET
 KU4930'(22.3 M) FROM THE ELECTRIC BOX, 1.8 FEET (0.5 M) FROM THE FACE OF THE
 KU4930'CURB AND 41.5 FEET (12.6 M) FROM THE CABLE TV BOX.
 KU4930
 KU4930                          STATION RECOVERY (1990)
 KU4930
 KU4930'RECOVERED 1990
 KU4930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4950 ***********************************************************************
 KU4950  DESIGNATION -  12E 20N AZ
 KU4950  PID         -  KU4950
 KU4950  STATE/COUNTY-  NY/NASSAU
 KU4950  USGS QUAD   -  HICKSVILLE (1979)
 KU4950
 KU4950                         *CURRENT SURVEY CONTROL
 KU4950  ___________________________________________________________________
 KU4950* NAD 83(1996)-  40 50 50.84989(N)    073 32 59.81325(W)     ADJUSTED  
 KU4950* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 KU4950  ___________________________________________________________________
 KU4950  X           -   1,368,240.079 (meters)                     COMP
 KU4950  Y           -  -4,633,931.580 (meters)                     COMP
 KU4950  Z           -   4,149,641.146 (meters)                     COMP
 KU4950  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU4950  ELLIP HEIGHT-          26.91  (meters)          (12/03/02) GPS OBS
 KU4950  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU4950
 KU4950  HORZ ORDER  -  FIRST
 KU4950  ELLP ORDER  -  FOURTH    CLASS II
 KU4950
 KU4950.The horizontal coordinates were established by GPS observations
 KU4950.and adjusted by the National Geodetic Survey in January 1999..
 KU4950
 KU4950.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4950
 KU4950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4950
 KU4950.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4950
 KU4950.The ellipsoidal height was determined by GPS observations
 KU4950.and is referenced to NAD 83.
 KU4950
 KU4950.The geoid height was determined by GEOID03.
 KU4950
 KU4950;                    North         East     Units Scale Factor Converg.
 KU4950;SPC NY L     -    75,696.991   337,952.001   MT  0.99999490   +0 17 39.7
 KU4950;SPC NY L     -   248,349.21  1,108,764.19   sFT  0.99999490   +0 17 39.7
 KU4950;UTM  18      - 4,522,835.484   622,234.220   MT  0.99978390   +0 56 54.7
 KU4950
 KU4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4950!SPC NY L     -   0.99999578  x   0.99999490  =   0.99999068
 KU4950!UTM  18      -   0.99999578  x   0.99978390  =   0.99977968
 KU4950
 KU4950|---------------------------------------------------------------------|
 KU4950| PID    Reference Object                     Distance      Geod. Az  |
 KU4950|                                                           dddmmss.s |
 KU4950| KU4930 12E 20N                             239.920 METERS 15030     |
 KU4950|---------------------------------------------------------------------|
 KU4950
 KU4950                          SUPERSEDED SURVEY CONTROL
 KU4950
 KU4950  ELLIP H (01/11/99)   26.91   (m)                       GP(       ) 4 1
 KU4950  NAD 83(1996)-  40 50 50.85281(N)    073 32 59.81221(W) AD(       ) 1
 KU4950  NAD 83(1992)-  40 50 50.85267(N)    073 32 59.81196(W) AD(       ) 1
 KU4950  NAD 83(1986)-  40 50 50.85343(N)    073 32 59.81352(W) AD(       ) 1
 KU4950  NGVD 29 (03/24/92)   58.2    (m)          191.     (f) GPS OBS        
 KU4950
 KU4950.Superseded values are not recommended for survey control.
 KU4950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4950.See file dsdata.txt to determine how the superseded data were derived.
 KU4950
 KU4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2223422835(NAD 83)
 KU4950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4950_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4950_STAMPING: 12E20NAZ
 KU4950_MARK LOGO: NYDPW 
 KU4950_PROJECTION: RECESSED 8 CENTIMETERS
 KU4950_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4950+STABILITY: POSITION/ELEVATION WELL
 KU4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4950+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 KU4950_ROD/PIPE-DEPTH: 20.6 meters
 KU4950_SLEEVE-DEPTH  : 1.52 meters
 KU4950
 KU4950  HISTORY     - Date     Condition        Report By
 KU4950  HISTORY     - 1989     MONUMENTED       SBAS
 KU4950  HISTORY     - 19900523 GOOD
 KU4950
 KU4950                          STATION DESCRIPTION
 KU4950
 KU4950'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4950'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 121 FEET
 KU4950'(36.9 M) SOUTH OF THE CENTERLINE OF REMSENS LANE AND 10 FEET (3.0 M)
 KU4950'WEST OF THE CENTERLINE OF GREENWAY,IN THE PAVED ROADWAY.
 KU4950'THE LOCATION TIES ARE 49.8 FEET (15.2 M) FROM THE WATER METER OF HOUSE
 KU4950'NUMBER 2, 47.1 FEET (14.4 M) FROM THE MANHOLE AND 66.3 FEET (20.2 M)
 KU4950'FROM THE ELECTRIC BOX.
 KU4950
 KU4950                          STATION RECOVERY (1990)
 KU4950
 KU4950'RECOVERED 1990
 KU4950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4931 ***********************************************************************
 KU4931  DESIGNATION -  12E 21N
 KU4931  PID         -  KU4931
 KU4931  STATE/COUNTY-  NY/NASSAU
 KU4931  USGS QUAD   -  HICKSVILLE (1979)
 KU4931
 KU4931                         *CURRENT SURVEY CONTROL
 KU4931  ___________________________________________________________________
 KU4931* NAD 83(1996)-  40 51 55.11684(N)    073 33 12.15105(W)     ADJUSTED  
 KU4931* NAVD 88     -        59.3    (meters)     195.     (feet)  VERTCON   
 KU4931  ___________________________________________________________________
 KU4931  X           -   1,367,596.050 (meters)                     COMP
 KU4931  Y           -  -4,632,770.714 (meters)                     COMP
 KU4931  Z           -   4,151,141.603 (meters)                     COMP
 KU4931  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KU4931  ELLIP HEIGHT-          28.44  (meters)          (12/03/02) GPS OBS
 KU4931  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU4931
 KU4931  HORZ ORDER  -  FIRST
 KU4931  ELLP ORDER  -  FOURTH    CLASS II
 KU4931
 KU4931.The horizontal coordinates were established by GPS observations
 KU4931.and adjusted by the National Geodetic Survey in January 1999..
 KU4931
 KU4931.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4931
 KU4931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4931
 KU4931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4931
 KU4931.The ellipsoidal height was determined by GPS observations
 KU4931.and is referenced to NAD 83.
 KU4931
 KU4931.The geoid height was determined by GEOID03.
 KU4931
 KU4931;                    North         East     Units Scale Factor Converg.
 KU4931;SPC NY L     -    77,677.954   337,652.889   MT  0.99999494   +0 17 31.7
 KU4931;SPC NY L     -   254,848.42  1,107,782.85   sFT  0.99999494   +0 17 31.7
 KU4931;UTM  18      - 4,524,812.483   621,912.574   MT  0.99978293   +0 56 47.8
 KU4931
 KU4931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4931!SPC NY L     -   0.99999554  x   0.99999494  =   0.99999048
 KU4931!UTM  18      -   0.99999554  x   0.99978293  =   0.99977847
 KU4931
 KU4931|---------------------------------------------------------------------|
 KU4931| PID    Reference Object                     Distance      Geod. Az  |
 KU4931|                                                           dddmmss.s |
 KU4931| KU4951 12E 21N AZ                          191.477 METERS 22634     |
 KU4931|---------------------------------------------------------------------|
 KU4931
 KU4931                          SUPERSEDED SURVEY CONTROL
 KU4931
 KU4931  ELLIP H (01/11/99)   28.44   (m)                       GP(       ) 4 1
 KU4931  NAD 83(1996)-  40 51 55.11976(N)    073 33 12.15001(W) AD(       ) 1
 KU4931  NAD 83(1992)-  40 51 55.11962(N)    073 33 12.14976(W) AD(       ) 1
 KU4931  NAD 83(1986)-  40 51 55.12045(N)    073 33 12.15140(W) AD(       ) 1
 KU4931  NGVD 29 (03/24/92)   59.7    (m)          196.     (f) GPS OBS        
 KU4931
 KU4931.Superseded values are not recommended for survey control.
 KU4931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4931.See file dsdata.txt to determine how the superseded data were derived.
 KU4931
 KU4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2191324812(NAD 83)
 KU4931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4931_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4931_STAMPING: 12E21N
 KU4931_MARK LOGO: NYDPW 
 KU4931_PROJECTION: RECESSED 8 CENTIMETERS
 KU4931_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4931+STABILITY: POSITION/ELEVATION WELL
 KU4931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4931+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4931_ROD/PIPE-DEPTH: 20.6 meters
 KU4931_SLEEVE-DEPTH  : 1.52 meters
 KU4931
 KU4931  HISTORY     - Date     Condition        Report By
 KU4931  HISTORY     - 1990     MONUMENTED       SBAS
 KU4931  HISTORY     - 19910208 GOOD
 KU4931
 KU4931                          STATION DESCRIPTION
 KU4931
 KU4931'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4931'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY, IN
 KU4931'PARKING LOT NUMBER 1 OF THE PLANTING FIELDS ARBORETUM,165 FEET SOUTH
 KU4931'OF THE CENTERLINE OF THE MAIN ACCESS ROAD AND 1148 FEET (349.9 M)
 KU4931'WEST OF THE CENTERLINE OF PLANTING FIELDS ROADS.
 KU4931'THE LOCATION TIES ARE 385.0 FEET (117.3 M) FROM THE NORTH EAST CORNER
 KU4931'OF THE ANNEX BUILDING, 126.4 FEET (38.5 M) FROM THE 56 INCH BEECH
 KU4931'TREE AND 119.5 FEET (36.4 M) FROM THE SOUTH EAST CORNER OF THE WOOD
 KU4931'GUARD RAIL.
 KU4931
 KU4931                          STATION RECOVERY (1991)
 KU4931
 KU4931'RECOVERED 1991
 KU4931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4951 ***********************************************************************
 KU4951  DESIGNATION -  12E 21N AZ
 KU4951  PID         -  KU4951
 KU4951  STATE/COUNTY-  NY/NASSAU
 KU4951  USGS QUAD   -  HICKSVILLE (1979)
 KU4951
 KU4951                         *CURRENT SURVEY CONTROL
 KU4951  ___________________________________________________________________
 KU4951* NAD 83(1996)-  40 51 50.84882(N)    073 33 18.08782(W)     ADJUSTED  
 KU4951* NAVD 88     -        62.2    (meters)     204.     (feet)  VERTCON   
 KU4951  ___________________________________________________________________
 KU4951  X           -   1,367,487.713 (meters)                     COMP
 KU4951  Y           -  -4,632,894.787 (meters)                     COMP
 KU4951  Z           -   4,151,043.926 (meters)                     COMP
 KU4951  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 KU4951  ELLIP HEIGHT-          31.33  (meters)          (12/03/02) GPS OBS
 KU4951  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU4951
 KU4951  HORZ ORDER  -  FIRST
 KU4951  ELLP ORDER  -  FOURTH    CLASS II
 KU4951
 KU4951.The horizontal coordinates were established by GPS observations
 KU4951.and adjusted by the National Geodetic Survey in January 1999..
 KU4951
 KU4951.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4951
 KU4951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4951
 KU4951.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4951
 KU4951.The ellipsoidal height was determined by GPS observations
 KU4951.and is referenced to NAD 83.
 KU4951
 KU4951.The geoid height was determined by GEOID03.
 KU4951
 KU4951;                    North         East     Units Scale Factor Converg.
 KU4951;SPC NY L     -    77,545.590   337,514.531   MT  0.99999493   +0 17 27.8
 KU4951;SPC NY L     -   254,414.16  1,107,328.92   sFT  0.99999493   +0 17 27.8
 KU4951;UTM  18      - 4,524,678.576   621,775.765   MT  0.99978252   +0 56 43.9
 KU4951
 KU4951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4951!SPC NY L     -   0.99999509  x   0.99999493  =   0.99999002
 KU4951!UTM  18      -   0.99999509  x   0.99978252  =   0.99977761
 KU4951
 KU4951:                Primary Azimuth Mark                     Grid Az
 KU4951:SPC NY L     -  12E 22N                                  011 30 49.5
 KU4951:UTM  18      -  12E 22N                                  010 51 33.4
 KU4951
 KU4951|---------------------------------------------------------------------|
 KU4951| PID    Reference Object                     Distance      Geod. Az  |
 KU4951|                                                           dddmmss.s |
 KU4951| KU4932 12E 22N                             APPROX. 0.8 KM 0114817.3 |
 KU4951|---------------------------------------------------------------------|
 KU4951
 KU4951                          SUPERSEDED SURVEY CONTROL
 KU4951
 KU4951  ELLIP H (01/11/99)   31.34   (m)                       GP(       ) 4 1
 KU4951  NAD 83(1996)-  40 51 50.85173(N)    073 33 18.08678(W) AD(       ) 1
 KU4951  NAD 83(1992)-  40 51 50.85159(N)    073 33 18.08654(W) AD(       ) 1
 KU4951  NAD 83(1986)-  40 51 50.85229(N)    073 33 18.08821(W) AD(       ) 1
 KU4951  NGVD 29 (03/24/92)   62.6    (m)          205.     (f) GPS OBS        
 KU4951
 KU4951.Superseded values are not recommended for survey control.
 KU4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4951.See file dsdata.txt to determine how the superseded data were derived.
 KU4951
 KU4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2177624679(NAD 83)
 KU4951_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4951_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4951_STAMPING: 12E21NAZ
 KU4951_MARK LOGO: NYDPW 
 KU4951_PROJECTION: RECESSED 8 CENTIMETERS
 KU4951_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4951+STABILITY: POSITION/ELEVATION WELL
 KU4951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4951+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4951_ROD/PIPE-DEPTH: 20.6 meters
 KU4951_SLEEVE-DEPTH  : 1.52 meters
 KU4951
 KU4951  HISTORY     - Date     Condition        Report By
 KU4951  HISTORY     - 1990     MONUMENTED       SBAS
 KU4951  HISTORY     - 19910208 GOOD
 KU4951
 KU4951                          STATION DESCRIPTION
 KU4951
 KU4951'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4951'THE POINT IS LOCATED IN UPPER BROOKVILLE, TOWN OF OYSTER BAY,IN
 KU4951'PARKING LOT NUMBER 2 OF THE PLANTING FIELDS ARBORETUM, 239 FEET
 KU4951'(72.8 M) SOUTH OF THE CENTERLINE OF THE MAIN ACCESS ROAD AND 1148
 KU4951'FEET (349.9 M) WEST OF THE CENTERLINE OF PLANTING FIELDS.
 KU4951'THE LOCATION TIES ARE 216.3 FEET (65.9 M) FROM THE NORTH WEST CORNER
 KU4951'OF THE ANNEX BUILDING, 119.0 FEET (36.3 M) FROM THE LIGHT POLE AND
 KU4951'127.4 FEET (38.8 M) FROM THE NORTH EAST CORNER OF THE CONCRETE COVER
 KU4951'LOCATED IN FRONT OF THE WOOD GUARD RAIL.
 KU4951
 KU4951                          STATION RECOVERY (1991)
 KU4951
 KU4951'RECOVERED 1991
 KU4951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4932 ***********************************************************************
 KU4932  DESIGNATION -  12E 22N
 KU4932  PID         -  KU4932
 KU4932  STATE/COUNTY-  NY/NASSAU
 KU4932  USGS QUAD   -  HICKSVILLE (1979)
 KU4932
 KU4932                         *CURRENT SURVEY CONTROL
 KU4932  ___________________________________________________________________
 KU4932* NAD 83(1996)-  40 52 17.06890(N)    073 33 10.86873(W)     ADJUSTED  
 KU4932* NAVD 88     -        31.3    (meters)     103.     (feet)  VERTCON   
 KU4932  ___________________________________________________________________
 KU4932  X           -   1,367,493.393 (meters)                     COMP
 KU4932  Y           -  -4,632,316.902 (meters)                     COMP
 KU4932  Z           -   4,151,635.329 (meters)                     COMP
 KU4932  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 KU4932  ELLIP HEIGHT-           0.38  (meters)          (12/03/02) GPS OBS
 KU4932  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU4932
 KU4932  HORZ ORDER  -  FIRST
 KU4932  ELLP ORDER  -  FOURTH    CLASS II
 KU4932
 KU4932.The horizontal coordinates were established by GPS observations
 KU4932.and adjusted by the National Geodetic Survey in January 1999..
 KU4932
 KU4932.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4932
 KU4932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4932
 KU4932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4932
 KU4932.The ellipsoidal height was determined by GPS observations
 KU4932.and is referenced to NAD 83.
 KU4932
 KU4932.The geoid height was determined by GEOID03.
 KU4932
 KU4932;                    North         East     Units Scale Factor Converg.
 KU4932;SPC NY L     -    78,355.263   337,679.463   MT  0.99999497   +0 17 32.5
 KU4932;SPC NY L     -   257,070.56  1,107,870.04   sFT  0.99999497   +0 17 32.5
 KU4932;UTM  18      - 4,525,489.908   621,931.405   MT  0.99978299   +0 56 49.1
 KU4932
 KU4932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4932!SPC NY L     -   0.99999994  x   0.99999497  =   0.99999491
 KU4932!UTM  18      -   0.99999994  x   0.99978299  =   0.99978293
 KU4932
 KU4932|---------------------------------------------------------------------|
 KU4932| PID    Reference Object                     Distance      Geod. Az  |
 KU4932|                                                           dddmmss.s |
 KU4932| KU4952 12E 22N AZ                          167.187 METERS 05811     |
 KU4932| KU4951 12E 21N AZ                          APPROX. 0.8 KM 1914822.1 |
 KU4932| KU4933 12E 23N                             APPROX. 1.8 KM 3525515.3 |
 KU4932|---------------------------------------------------------------------|
 KU4932
 KU4932                          SUPERSEDED SURVEY CONTROL
 KU4932
 KU4932  ELLIP H (01/11/99)    0.38   (m)                       GP(       ) 4 1
 KU4932  NAD 83(1996)-  40 52 17.07180(N)    073 33 10.86769(W) AD(       ) 1
 KU4932  NAD 83(1992)-  40 52 17.07166(N)    073 33 10.86745(W) AD(       ) 1
 KU4932  NAD 83(1986)-  40 52 17.07248(N)    073 33 10.86920(W) AD(       ) 1
 KU4932  NGVD 29 (03/24/92)   31.6    (m)          104.     (f) GPS OBS        
 KU4932
 KU4932.Superseded values are not recommended for survey control.
 KU4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4932.See file dsdata.txt to determine how the superseded data were derived.
 KU4932
 KU4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2193125490(NAD 83)
 KU4932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4932_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4932_STAMPING: 12E22N
 KU4932_MARK LOGO: NYDPW 
 KU4932_PROJECTION: RECESSED 8 CENTIMETERS
 KU4932_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4932+STABILITY: POSITION/ELEVATION WELL
 KU4932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4932+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 KU4932_ROD/PIPE-DEPTH: 14.9 meters
 KU4932_SLEEVE-DEPTH  : 1.52 meters
 KU4932
 KU4932  HISTORY     - Date     Condition        Report By
 KU4932  HISTORY     - 1989     MONUMENTED       SBAS
 KU4932  HISTORY     - 19900130 GOOD
 KU4932
 KU4932                          STATION DESCRIPTION
 KU4932
 KU4932'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4932'THE POINT IS LOCATED IN MILL NECK, TOWN OF OYSTER BAY, 98 FEET
 KU4932'(29.9 M) WEST OF THE CENTERLINE OF CALF FARM ROAD AND 14 FEET
 KU4932'(4.3 M) NORTH OF THE CENTERLINE OF MILL HILL ROAD,IN THE GRASS AREA
 KU4932'ADJACENT TO THE CURB.
 KU4932'THE LOCATION TIES ARE 39.8 FEET (12.1 M) FROM THE UTILITY POLE NUMBER
 KU4932'44J, 75.0 FEET (22.9 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY
 KU4932'POLE NUMBER 45 AND 74.1 FEET (22.6 M) FROM THE SIGN POST.
 KU4932
 KU4932                          STATION RECOVERY (1990)
 KU4932
 KU4932'RECOVERED 1990
 KU4932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4952 ***********************************************************************
 KU4952  DESIGNATION -  12E 22N AZ
 KU4952  PID         -  KU4952
 KU4952  STATE/COUNTY-  NY/NASSAU
 KU4952  USGS QUAD   -  HICKSVILLE (1979)
 KU4952
 KU4952                         *CURRENT SURVEY CONTROL
 KU4952  ___________________________________________________________________
 KU4952* NAD 83(1996)-  40 52 19.92569(N)    073 33 04.80129(W)     ADJUSTED  
 KU4952* NAVD 88     -        33.3    (meters)     109.     (feet)  VERTCON   
 KU4952  ___________________________________________________________________
 KU4952  X           -   1,367,613.766 (meters)                     COMP
 KU4952  Y           -  -4,632,222.855 (meters)                     COMP
 KU4952  Z           -   4,151,703.308 (meters)                     COMP
 KU4952  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 KU4952  ELLIP HEIGHT-           2.43  (meters)          (12/03/02) GPS OBS
 KU4952  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KU4952
 KU4952  HORZ ORDER  -  FIRST
 KU4952  ELLP ORDER  -  FOURTH    CLASS II
 KU4952
 KU4952.The horizontal coordinates were established by GPS observations
 KU4952.and adjusted by the National Geodetic Survey in January 1999..
 KU4952
 KU4952.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4952
 KU4952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4952
 KU4952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4952
 KU4952.The ellipsoidal height was determined by GPS observations
 KU4952.and is referenced to NAD 83.
 KU4952
 KU4952.The geoid height was determined by GEOID03.
 KU4952
 KU4952;                    North         East     Units Scale Factor Converg.
 KU4952;SPC NY L     -    78,444.113   337,821.086   MT  0.99999497   +0 17 36.5
 KU4952;SPC NY L     -   257,362.06  1,108,334.68   sFT  0.99999497   +0 17 36.5
 KU4952;UTM  18      - 4,525,580.351   622,071.973   MT  0.99978341   +0 56 53.1
 KU4952
 KU4952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4952!SPC NY L     -   0.99999962  x   0.99999497  =   0.99999459
 KU4952!UTM  18      -   0.99999962  x   0.99978341  =   0.99978303
 KU4952
 KU4952|---------------------------------------------------------------------|
 KU4952| PID    Reference Object                     Distance      Geod. Az  |
 KU4952|                                                           dddmmss.s |
 KU4952| KU4932 12E 22N                             167.187 METERS 23811     |
 KU4952|---------------------------------------------------------------------|
 KU4952
 KU4952                          SUPERSEDED SURVEY CONTROL
 KU4952
 KU4952  ELLIP H (01/11/99)    2.43   (m)                       GP(       ) 4 1
 KU4952  NAD 83(1996)-  40 52 19.92857(N)    073 33 04.80026(W) AD(       ) 1
 KU4952  NAD 83(1992)-  40 52 19.92843(N)    073 33 04.80002(W) AD(       ) 1
 KU4952  NAD 83(1986)-  40 52 19.92921(N)    073 33 04.80174(W) AD(       ) 1
 KU4952  NGVD 29 (03/24/92)   33.6    (m)          110.     (f) GPS OBS        
 KU4952
 KU4952.Superseded values are not recommended for survey control.
 KU4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4952.See file dsdata.txt to determine how the superseded data were derived.
 KU4952
 KU4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2207225580(NAD 83)
 KU4952_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4952_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4952_STAMPING: 12E22NAZ
 KU4952_MARK LOGO: NYDPW 
 KU4952_PROJECTION: RECESSED 8 CENTIMETERS
 KU4952_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4952+STABILITY: POSITION/ELEVATION WELL
 KU4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4952+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1990
 KU4952_ROD/PIPE-DEPTH: 20.6 meters
 KU4952_SLEEVE-DEPTH  : 1.52 meters
 KU4952
 KU4952  HISTORY     - Date     Condition        Report By
 KU4952  HISTORY     - 1989     MONUMENTED       SBAS
 KU4952  HISTORY     - 19900514 GOOD
 KU4952
 KU4952                          STATION DESCRIPTION
 KU4952
 KU4952'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4952'THE POINT IS LOCATED IN MILL NECK, TOWN OF OYSTER BAY, 16 FEET
 KU4952'(4.9 M) SOUTH OF THE CENTERLINE OF MILL HILL ROAD AND 27 FEET
 KU4952'(8.2 M) WEST OF THE CENTERLINE OF GLEN COVE ROAD,IN THE PAINTED
 KU4952'TRAFFIC ISLAND.
 KU4952'THE LOCATION TIES ARE 29.0 FEET (8.8 M) FROM THE MANHOLE ON THE NORTH
 KU4952'SIDE OF MILL HILL ROAD, 60.0 FEET (18.3 M) FROM THE UTILITY POLE AND
 KU4952'31.5 FEET (9.6 M) FROM THE EASTERLY MANHOLE IN GLEN COVE ROAD.
 KU4952
 KU4952                          STATION RECOVERY (1990)
 KU4952
 KU4952'RECOVERED 1990
 KU4952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4933 ***********************************************************************
 KU4933  DESIGNATION -  12E 23N
 KU4933  PID         -  KU4933
 KU4933  STATE/COUNTY-  NY/NASSAU
 KU4933  USGS QUAD   -  BAYVILLE (1975)
 KU4933
 KU4933                         *CURRENT SURVEY CONTROL
 KU4933  ___________________________________________________________________
 KU4933* NAD 83(1996)-  40 53 13.44365(N)    073 33 20.09369(W)     ADJUSTED  
 KU4933* NAVD 88     -        41.6    (meters)     136.     (feet)  VERTCON   
 KU4933  ___________________________________________________________________
 KU4933  X           -   1,366,966.253 (meters)                     COMP
 KU4933  Y           -  -4,631,294.017 (meters)                     COMP
 KU4933  Z           -   4,152,957.000 (meters)                     COMP
 KU4933  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KU4933  ELLIP HEIGHT-          10.78  (meters)          (12/03/02) GPS OBS
 KU4933  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 KU4933
 KU4933  HORZ ORDER  -  FIRST
 KU4933  ELLP ORDER  -  FOURTH    CLASS II
 KU4933
 KU4933.The horizontal coordinates were established by GPS observations
 KU4933.and adjusted by the National Geodetic Survey in January 1999..
 KU4933
 KU4933.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4933
 KU4933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4933
 KU4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4933
 KU4933.The ellipsoidal height was determined by GPS observations
 KU4933.and is referenced to NAD 83.
 KU4933
 KU4933.The geoid height was determined by GEOID03.
 KU4933
 KU4933;                    North         East     Units Scale Factor Converg.
 KU4933;SPC NY L     -    80,093.162   337,454.630   MT  0.99999511   +0 17 26.5
 KU4933;SPC NY L     -   262,772.32  1,107,132.40   sFT  0.99999511   +0 17 26.5
 KU4933;UTM  18      - 4,527,224.756   621,686.779   MT  0.99978225   +0 56 44.1
 KU4933
 KU4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4933!SPC NY L     -   0.99999831  x   0.99999511  =   0.99999342
 KU4933!UTM  18      -   0.99999831  x   0.99978225  =   0.99978056
 KU4933
 KU4933|---------------------------------------------------------------------|
 KU4933| PID    Reference Object                     Distance      Geod. Az  |
 KU4933|                                                           dddmmss.s |
 KU4933| KU4953 12E 23N AZ                          122.287 METERS 09908     |
 KU4933| KU4932 12E 22N                             APPROX. 1.8 KM 1725509.3 |
 KU4933|---------------------------------------------------------------------|
 KU4933
 KU4933                          SUPERSEDED SURVEY CONTROL
 KU4933
 KU4933  ELLIP H (01/11/99)   10.78   (m)                       GP(       ) 4 1
 KU4933  NAD 83(1996)-  40 53 13.44655(N)    073 33 20.09266(W) AD(       ) 1
 KU4933  NAD 83(1992)-  40 53 13.44641(N)    073 33 20.09242(W) AD(       ) 1
 KU4933  NAD 83(1986)-  40 53 13.44727(N)    073 33 20.09423(W) AD(       ) 1
 KU4933  NGVD 29 (03/24/92)   41.9    (m)          137.     (f) GPS OBS        
 KU4933
 KU4933.Superseded values are not recommended for survey control.
 KU4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4933.See file dsdata.txt to determine how the superseded data were derived.
 KU4933
 KU4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2168727225(NAD 83)
 KU4933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4933_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4933_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4933_STAMPING: 12E23N
 KU4933_MARK LOGO: NYDPW 
 KU4933_PROJECTION: RECESSED 8 CENTIMETERS
 KU4933_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4933+STABILITY: POSITION/ELEVATION WELL
 KU4933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4933+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1991
 KU4933_ROD/PIPE-DEPTH: 13.0 meters
 KU4933_SLEEVE-DEPTH  : 1.52 meters
 KU4933
 KU4933  HISTORY     - Date     Condition        Report By
 KU4933  HISTORY     - 1989     MONUMENTED       SBAS
 KU4933  HISTORY     - 19910207 GOOD
 KU4933
 KU4933                          STATION DESCRIPTION
 KU4933
 KU4933'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4933'THE POINT IS LOCATED IN MILL NECK, TOWN OF OYSTER BAY, 130 FEET
 KU4933'(39.6 M) WEST OF THE CENTERLINE OF HORSESHOE ROAD AND 13 FEET
 KU4933'(4.0 M) SOUTH OF THE CENTERLINE OF CLEFT ROAD,IN THE GRASS AREA
 KU4933'BEHIND THE CURB.
 KU4933'THE LOCATION TIES ARE 106.1 FEET (32.3 M) FROM THE HYDRANT, 65.6 FEET
 KU4933'(20.0 M) FROM THE END OF THE IRON GATE AND THE CORNER OF THE STONE
 KU4933'WALL, AND 29.2 FEET (8.9 M) FROM THE UTILITY POLE.
 KU4933
 KU4933                          STATION RECOVERY (1991)
 KU4933
 KU4933'RECOVERED 1991
 KU4933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4953 ***********************************************************************
 KU4953  DESIGNATION -  12E 23N AZ
 KU4953  PID         -  KU4953
 KU4953  STATE/COUNTY-  NY/NASSAU
 KU4953  USGS QUAD   -  BAYVILLE (1975)
 KU4953
 KU4953                         *CURRENT SURVEY CONTROL
 KU4953  ___________________________________________________________________
 KU4953* NAD 83(1996)-  40 53 12.81403(N)    073 33 14.93644(W)     ADJUSTED  
 KU4953* NAVD 88     -        42.6    (meters)     140.     (feet)  VERTCON   
 KU4953  ___________________________________________________________________
 KU4953  X           -   1,367,085.851 (meters)                     COMP
 KU4953  Y           -  -4,631,272.719 (meters)                     COMP
 KU4953  Z           -   4,152,942.939 (meters)                     COMP
 KU4953  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KU4953  ELLIP HEIGHT-          11.73  (meters)          (12/03/02) GPS OBS
 KU4953  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU4953
 KU4953  HORZ ORDER  -  FIRST
 KU4953  ELLP ORDER  -  FOURTH    CLASS II
 KU4953
 KU4953.The horizontal coordinates were established by GPS observations
 KU4953.and adjusted by the National Geodetic Survey in January 1999..
 KU4953
 KU4953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4953
 KU4953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4953
 KU4953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4953
 KU4953.The ellipsoidal height was determined by GPS observations
 KU4953.and is referenced to NAD 83.
 KU4953
 KU4953.The geoid height was determined by GEOID03.
 KU4953
 KU4953;                    North         East     Units Scale Factor Converg.
 KU4953;SPC NY L     -    80,074.353   337,575.462   MT  0.99999511   +0 17 29.8
 KU4953;SPC NY L     -   262,710.61  1,107,528.83   sFT  0.99999511   +0 17 29.8
 KU4953;UTM  18      - 4,527,207.333   621,807.792   MT  0.99978262   +0 56 47.5
 KU4953
 KU4953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4953!SPC NY L     -   0.99999816  x   0.99999511  =   0.99999327
 KU4953!UTM  18      -   0.99999816  x   0.99978262  =   0.99978078
 KU4953
 KU4953|---------------------------------------------------------------------|
 KU4953| PID    Reference Object                     Distance      Geod. Az  |
 KU4953|                                                           dddmmss.s |
 KU4953| KU4933 12E 23N                             122.287 METERS 27908     |
 KU4953|---------------------------------------------------------------------|
 KU4953
 KU4953                          SUPERSEDED SURVEY CONTROL
 KU4953
 KU4953  ELLIP H (01/11/99)   11.74   (m)                       GP(       ) 4 1
 KU4953  NAD 83(1996)-  40 53 12.81691(N)    073 33 14.93541(W) AD(       ) 1
 KU4953  NAD 83(1992)-  40 53 12.81678(N)    073 33 14.93517(W) AD(       ) 1
 KU4953  NAD 83(1986)-  40 53 12.81761(N)    073 33 14.93700(W) AD(       ) 1
 KU4953  NGVD 29 (03/24/92)   42.9    (m)          141.     (f) GPS OBS        
 KU4953
 KU4953.Superseded values are not recommended for survey control.
 KU4953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4953.See file dsdata.txt to determine how the superseded data were derived.
 KU4953
 KU4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2180827207(NAD 83)
 KU4953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4953_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4953_STAMPING: 12E23NAZ
 KU4953_MARK LOGO: NYDPW 
 KU4953_PROJECTION: RECESSED 8 CENTIMETERS
 KU4953_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4953+STABILITY: POSITION/ELEVATION WELL
 KU4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4953+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1991
 KU4953_ROD/PIPE-DEPTH: 7.88 meters
 KU4953_SLEEVE-DEPTH  : 1.52 meters
 KU4953
 KU4953  HISTORY     - Date     Condition        Report By
 KU4953  HISTORY     - 1989     MONUMENTED       SBAS
 KU4953  HISTORY     - 19910521 GOOD
 KU4953
 KU4953                          STATION DESCRIPTION
 KU4953
 KU4953'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4953'THE POINT IS LOCATED IN MILL NECK, TOWN OF OYSTER BAY, 275 FEET
 KU4953'(83.8 M) EAST OF THE CENTERLINE OF HORSESHOE ROAD AND 17 FEET
 KU4953'(5.2 M) NORTH OF THE CENTERLINE OF CLEFT ROAD,IN THE GRASS AREA
 KU4953'ADJACENT TO THE CURB.
 KU4953'THE LOCATION TIES ARE 82.6 FEET (25.2 M) FROM THE SOUTH EAST CORNER OF
 KU4953'THE TWO STOREY HOUSE, 32.0 FEET (9.8 M) FROM THE WESTERLY UTILITY
 KU4953'POLE AND 50.6 FEET (15.4 M) FROM THE EASTERLY UTILITY POLE.
 KU4953
 KU4953                          STATION RECOVERY (1991)
 KU4953
 KU4953'RECOVERED 1991
 KU4953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4934 ***********************************************************************
 KU4934  DESIGNATION -  12E 24N
 KU4934  PID         -  KU4934
 KU4934  STATE/COUNTY-  NY/NASSAU
 KU4934  USGS QUAD   -  BAYVILLE (1975)
 KU4934
 KU4934                         *CURRENT SURVEY CONTROL
 KU4934  ___________________________________________________________________
 KU4934* NAD 83(1996)-  40 54 16.98543(N)    073 32 47.91040(W)     ADJUSTED  
 KU4934* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 KU4934  ___________________________________________________________________
 KU4934  X           -   1,367,317.126 (meters)                     COMP
 KU4934  Y           -  -4,629,821.984 (meters)                     COMP
 KU4934  Z           -   4,154,413.390 (meters)                     COMP
 KU4934  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 KU4934  ELLIP HEIGHT-         -27.81  (meters)          (12/03/02) GPS OBS
 KU4934  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KU4934
 KU4934  HORZ ORDER  -  FIRST
 KU4934  ELLP ORDER  -  FOURTH    CLASS II
 KU4934
 KU4934.The horizontal coordinates were established by GPS observations
 KU4934.and adjusted by the National Geodetic Survey in January 1999..
 KU4934
 KU4934.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4934
 KU4934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4934
 KU4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4934
 KU4934.The ellipsoidal height was determined by GPS observations
 KU4934.and is referenced to NAD 83.
 KU4934
 KU4934.The geoid height was determined by GEOID03.
 KU4934
 KU4934;                    North         East     Units Scale Factor Converg.
 KU4934;SPC NY L     -    82,057.108   338,197.906   MT  0.99999535   +0 17 47.5
 KU4934;SPC NY L     -   269,215.70  1,109,570.96   sFT  0.99999535   +0 17 47.5
 KU4934;UTM  18      - 4,529,196.653   622,407.400   MT  0.99978442   +0 57 06.4
 KU4934
 KU4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4934!SPC NY L     -   1.00000436  x   0.99999535  =   0.99999971
 KU4934!UTM  18      -   1.00000436  x   0.99978442  =   0.99978878
 KU4934
 KU4934|---------------------------------------------------------------------|
 KU4934| PID    Reference Object                     Distance      Geod. Az  |
 KU4934|                                                           dddmmss.s |
 KU4934| KU4954 12E 24N AZ                          370.045 METERS 07756     |
 KU4934|---------------------------------------------------------------------|
 KU4934
 KU4934                          SUPERSEDED SURVEY CONTROL
 KU4934
 KU4934  ELLIP H (01/11/99)  -27.81   (m)                       GP(       ) 4 1
 KU4934  NAD 83(1996)-  40 54 16.98831(N)    073 32 47.90938(W) AD(       ) 1
 KU4934  NAD 83(1992)-  40 54 16.98817(N)    073 32 47.90914(W) AD(       ) 1
 KU4934  NAD 83(1986)-  40 54 16.98904(N)    073 32 47.91102(W) AD(       ) 1
 KU4934  NGVD 29 (03/24/92)    3.3    (m)           11.     (f) GPS OBS        
 KU4934
 KU4934.Superseded values are not recommended for survey control.
 KU4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4934.See file dsdata.txt to determine how the superseded data were derived.
 KU4934
 KU4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2240729197(NAD 83)
 KU4934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4934_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4934_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4934_STAMPING: 12E24N
 KU4934_MARK LOGO: NYDPW 
 KU4934_PROJECTION: RECESSED 8 CENTIMETERS
 KU4934_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4934+STABILITY: POSITION/ELEVATION WELL
 KU4934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4934+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 KU4934_ROD/PIPE-DEPTH: 20.6 meters
 KU4934_SLEEVE-DEPTH  : 1.52 meters
 KU4934
 KU4934  HISTORY     - Date     Condition        Report By
 KU4934  HISTORY     - 1989     MONUMENTED       SBAS
 KU4934  HISTORY     - 19900130 GOOD
 KU4934
 KU4934                          STATION DESCRIPTION
 KU4934
 KU4934'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4934'THE POINT IS LOCATED IN BAYVILLE, TOWN OF OYSTER BAY, 500 FEET
 KU4934'(152.4 M) EAST OF LUDLUM AVENUE AND 23 FEET (7.0 M) SOUTH OF THE
 KU4934'CENTERLINE OF WEST HARBOR DRIVE,IN THE GRASS AREA BETWEEN THE CURB
 KU4934'AND THE WOOD GUARD POSTS.
 KU4934'THE LOCATION TIES ARE 119.0 FEET (36.3 M) FROM THE HYDRANT, 68.0 FEET
 KU4934'(20.7 M) FROM THE SEVENTH WOOD GUARD POST FROM THE EAST END AND 2.8
 KU4934'FEET (0.9 M) FROM THE FACE OF THE CURB.
 KU4934
 KU4934                          STATION RECOVERY (1990)
 KU4934
 KU4934'RECOVERED 1990
 KU4934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4954 ***********************************************************************
 KU4954  DESIGNATION -  12E 24N AZ
 KU4954  PID         -  KU4954
 KU4954  STATE/COUNTY-  NY/NASSAU
 KU4954  USGS QUAD   -  BAYVILLE (1975)
 KU4954
 KU4954                         *CURRENT SURVEY CONTROL
 KU4954  ___________________________________________________________________
 KU4954* NAD 83(1996)-  40 54 19.49253(N)    073 32 32.44865(W)     ADJUSTED  
 KU4954* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 KU4954  ___________________________________________________________________
 KU4954  X           -   1,367,649.819 (meters)                     COMP
 KU4954  Y           -  -4,629,670.873 (meters)                     COMP
 KU4954  Z           -   4,154,471.809 (meters)                     COMP
 KU4954  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KU4954  ELLIP HEIGHT-         -27.86  (meters)          (12/03/02) GPS OBS
 KU4954  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KU4954
 KU4954  HORZ ORDER  -  FIRST
 KU4954  ELLP ORDER  -  FOURTH    CLASS II
 KU4954
 KU4954.The horizontal coordinates were established by GPS observations
 KU4954.and adjusted by the National Geodetic Survey in January 1999..
 KU4954
 KU4954.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4954
 KU4954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4954
 KU4954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4954
 KU4954.The ellipsoidal height was determined by GPS observations
 KU4954.and is referenced to NAD 83.
 KU4954
 KU4954.The geoid height was determined by GEOID03.
 KU4954
 KU4954;                    North         East     Units Scale Factor Converg.
 KU4954;SPC NY L     -    82,136.327   338,559.370   MT  0.99999536   +0 17 57.6
 KU4954;SPC NY L     -   269,475.60  1,110,756.87   sFT  0.99999536   +0 17 57.6
 KU4954;UTM  18      - 4,529,279.983   622,767.859   MT  0.99978551   +0 57 16.6
 KU4954
 KU4954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4954!SPC NY L     -   1.00000437  x   0.99999536  =   0.99999973
 KU4954!UTM  18      -   1.00000437  x   0.99978551  =   0.99978988
 KU4954
 KU4954|---------------------------------------------------------------------|
 KU4954| PID    Reference Object                     Distance      Geod. Az  |
 KU4954|                                                           dddmmss.s |
 KU4954| KU4934 12E 24N                             370.045 METERS 25756     |
 KU4954|---------------------------------------------------------------------|
 KU4954
 KU4954                          SUPERSEDED SURVEY CONTROL
 KU4954
 KU4954  ELLIP H (01/11/99)  -27.85   (m)                       GP(       ) 4 1
 KU4954  NAD 83(1996)-  40 54 19.49541(N)    073 32 32.44762(W) AD(       ) 1
 KU4954  NAD 83(1992)-  40 54 19.49527(N)    073 32 32.44738(W) AD(       ) 1
 KU4954  NAD 83(1986)-  40 54 19.49614(N)    073 32 32.44925(W) AD(       ) 1
 KU4954  NGVD 29 (03/24/92)    3.2    (m)           10.     (f) GPS OBS        
 KU4954
 KU4954.Superseded values are not recommended for survey control.
 KU4954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4954.See file dsdata.txt to determine how the superseded data were derived.
 KU4954
 KU4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2276829280(NAD 83)
 KU4954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4954_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4954_STAMPING: 12E24NAZ
 KU4954_MARK LOGO: NYDPW 
 KU4954_PROJECTION: RECESSED 8 CENTIMETERS
 KU4954_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4954+STABILITY: POSITION/ELEVATION WELL
 KU4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4954+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KU4954_ROD/PIPE-DEPTH: 17.0 meters
 KU4954_SLEEVE-DEPTH  : 1.52 meters
 KU4954
 KU4954  HISTORY     - Date     Condition        Report By
 KU4954  HISTORY     - 1989     MONUMENTED       SBAS
 KU4954  HISTORY     - 19900524 GOOD
 KU4954
 KU4954                          STATION DESCRIPTION
 KU4954
 KU4954'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4954'THE POINT IS LOCATED IN BAYVILLE, TOWN OF OYSTER BAY, 160 FEET
 KU4954'(48.8 M) EAST OF THE CENTERLINE OF THE ENTRANCE TO WEST HARBOR
 KU4954'MEMORIAL BEACH AND 26 FEET (7.9 M) SOUTH OF THE CENTERLINE OF WEST
 KU4954'HARBOR DRIVE,IN THE GRASS AREA BETWEEN THE WOOD GUARD POSTS AND THE
 KU4954'CHAIN LINK FENCE.
 KU4954'THE LOCATION TIES ARE 70.0 FEET (21.3 M) FROM THE WESTERLY UTILITY
 KU4954'POLE, 80.2 FEET (24.4 M) FROM THE EASTERLY UTILITY POLE AND 23.2 FEET
 KU4954'(7.1 M) FROM THE SOUTH EAST CORNER OF THE CATCH BASIN ON THE SOUTH
 KU4954'SIDE OF THE STREET.
 KU4954
 KU4954                          STATION RECOVERY (1990)
 KU4954
 KU4954'RECOVERED 1990
 KU4954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0798 ***********************************************************************
 PH0798  DESIGNATION -  13
 PH0798  PID         -  PH0798
 PH0798  STATE/COUNTY-  NY/ST LAWRENCE
 PH0798  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0798
 PH0798                         *CURRENT SURVEY CONTROL
 PH0798  ___________________________________________________________________
 PH0798* NAD 83(1986)-  44 48 59.     (N)    075 18 08.     (W)     SCALED    
 PH0798* NAVD 88     -        82.200  (meters)     269.68   (feet)  ADJUSTED  
 PH0798  ___________________________________________________________________
 PH0798  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 PH0798  DYNAMIC HT  -          82.196 (meters)     269.67  (feet)  COMP
 PH0798  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 PH0798
 PH0798  VERT ORDER  -  FIRST     CLASS 0
 PH0798
 PH0798.The horizontal coordinates were scaled from a topographic map and have
 PH0798.an estimated accuracy of +/- 6 seconds.
 PH0798
 PH0798.The orthometric height was determined by differential leveling
 PH0798.and adjusted by the National Geodetic Survey in June 1991..
 PH0798
 PH0798.The geoid height was determined by GEOID03.
 PH0798
 PH0798.The dynamic height is computed by dividing the NAVD 88
 PH0798.geopotential number by the normal gravity value computed on the
 PH0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0798.degrees latitude (g = 980.6199 gals.).
 PH0798
 PH0798.The modeled gravity was interpolated from observed gravity values.
 PH0798
 PH0798;                    North         East    Units  Estimated Accuracy
 PH0798;SPC NY E     -   664,790.       86,550.      MT  (+/- 180 meters Scaled)
 PH0798
 PH0798                          SUPERSEDED SURVEY CONTROL
 PH0798
 PH0798  NGVD 29 (??/??/92)   82.331  (m)          270.11   (f) ADJ UNCH    1 0
 PH0798
 PH0798.Superseded values are not recommended for survey control.
 PH0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0798.See file dsdata.txt to determine how the superseded data were derived.
 PH0798
 PH0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ761625(NAD 83)
 PH0798_MARKER: Z = SEE DESCRIPTION
 PH0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0798_SP_SET: GULLEY
 PH0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0798
 PH0798  HISTORY     - Date     Condition        Report By
 PH0798  HISTORY     - UNK      MONUMENTED       USLS
 PH0798  HISTORY     - 1969     GOOD             USLS
 PH0798  HISTORY     - 1989     GOOD             USPSQD
 PH0798
 PH0798                          STATION DESCRIPTION
 PH0798
 PH0798'DESCRIBED BY US LAKE SURVEY 1969
 PH0798'12.8 MI NE FROM OGDENSBURG.
 PH0798'IS IN ST. LAWRENCE COUNTY, NEW YORK, 12.8 MILES DOWNRIVER FROM THE
 PH0798'INTERSECTION OF HIGHWAYS NO. 37 AND 87 JUST SOUTHEAST OF OGDENSBURG,
 PH0798'ABOUT 0.4 MILES UPRIVER FROM BROWN CHURCH ROAD INTERSECTION, ON THE
 PH0798'NORTHERLY SIDE OF HIGHWAY 37, ON ROAD FACE OF A TWO-STORY FRAME FARM
 PH0798'DWELLING WITH TIN ROOF, 7.2 FEET FROM THE UPRIVER CORNER, 1/4-FOOT
 PH0798'ABOVE THE GROUND, BEING CENTER PUNCH MARK IN END OF 1/4-INCH BRASS
 PH0798'BOLT SET INTO THE STONE FOUNDATION.  THE FARM DWELLING WAS FORMERLY
 PH0798'THE TILDEN POST OFFICE AND SETS BACK ACROSS A GULLEY FROM THE ROAD AND
 PH0798'HAS A STONE FILL DRIVEWAY CROSSING THE GULLEY.
 PH0798
 PH0798                          STATION RECOVERY (1989)
 PH0798
 PH0798'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4553 ***********************************************************************
 KU4553  DESIGNATION -  13 E 08 N
 KU4553  PID         -  KU4553
 KU4553  STATE/COUNTY-  NY/NASSAU
 KU4553  USGS QUAD   -  FREEPORT (1979)
 KU4553
 KU4553                         *CURRENT SURVEY CONTROL
 KU4553  ___________________________________________________________________
 KU4553* NAD 83(1996)-  40 39 59.17869(N)    073 32 10.41119(W)     ADJUSTED  
 KU4553* NAVD 88     -         5.294  (meters)      17.37   (feet)  ADJUSTED  
 KU4553  ___________________________________________________________________
 KU4553  X           -   1,373,057.884 (meters)                     COMP
 KU4553  Y           -  -4,646,150.803 (meters)                     COMP
 KU4553  Z           -   4,134,379.453 (meters)                     COMP
 KU4553  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 KU4553  ELLIP HEIGHT-         -26.15  (meters)          (12/03/02) GPS OBS
 KU4553  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU4553  DYNAMIC HT  -           5.292 (meters)      17.36  (feet)  COMP
 KU4553  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 KU4553
 KU4553  HORZ ORDER  -  FIRST
 KU4553  VERT ORDER  -  THIRD
 KU4553  ELLP ORDER  -  FOURTH    CLASS II
 KU4553
 KU4553.The horizontal coordinates were established by GPS observations
 KU4553.and adjusted by the National Geodetic Survey in January 1999..
 KU4553
 KU4553.The orthometric height was determined by differential leveling
 KU4553.and adjusted by the National Geodetic Survey in August 1995..
 KU4553
 KU4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4553
 KU4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4553
 KU4553.The ellipsoidal height was determined by GPS observations
 KU4553.and is referenced to NAD 83.
 KU4553
 KU4553.The geoid height was determined by GEOID03.
 KU4553
 KU4553.The dynamic height is computed by dividing the NAVD 88
 KU4553.geopotential number by the normal gravity value computed on the
 KU4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU4553.degrees latitude (g = 980.6199 gals.).
 KU4553
 KU4553.The modeled gravity was interpolated from observed gravity values.
 KU4553
 KU4553;                    North         East     Units Scale Factor Converg.
 KU4553;SPC NY L     -    55,601.273   339,215.634   MT  1.00000001   +0 18 12.0
 KU4553;SPC NY L     -   182,418.51  1,112,909.96   sFT  1.00000001   +0 18 12.0
 KU4553;UTM  18      - 4,502,759.683   623,726.275   MT  0.99978842   +0 57 14.4
 KU4553
 KU4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4553!SPC NY L     -   1.00000410  x   1.00000001  =   1.00000411
 KU4553!UTM  18      -   1.00000410  x   0.99978842  =   0.99979252
 KU4553
 KU4553|---------------------------------------------------------------------|
 KU4553| PID    Reference Object                     Distance      Geod. Az  |
 KU4553|                                                           dddmmss.s |
 KU4553| KU4977 13E 08N AZ                          308.069 METERS 25328     |
 KU4553|---------------------------------------------------------------------|
 KU4553
 KU4553                          SUPERSEDED SURVEY CONTROL
 KU4553
 KU4553  ELLIP H (01/11/99)  -26.15   (m)                       GP(       ) 4 1
 KU4553  NAD 83(1996)-  40 39 59.18185(N)    073 32 10.40994(W) AD(       ) 1
 KU4553  NAD 83(1992)-  40 39 59.18174(N)    073 32 10.40975(W) AD(       ) 1
 KU4553  NAD 83(1986)-  40 39 59.18223(N)    073 32 10.41043(W) AD(       ) 1
 KU4553  NGVD 29 (03/24/92)    5.7    (m)           19.     (f) GPS OBS        
 KU4553
 KU4553.Superseded values are not recommended for survey control.
 KU4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4553.See file dsdata.txt to determine how the superseded data were derived.
 KU4553
 KU4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2372602760(NAD 83)
 KU4553_MARKER: DD = SURVEY DISK
 KU4553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4553_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4553_STAMPING: 13E08N
 KU4553_MARK LOGO: NY-059
 KU4553_PROJECTION: RECESSED 8 CENTIMETERS
 KU4553_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4553+STABILITY: POSITION/ELEVATION WELL
 KU4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4553+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU4553_ROD/PIPE-DEPTH: 20.6 meters
 KU4553_SLEEVE-DEPTH  : 1.52 meters
 KU4553
 KU4553  HISTORY     - Date     Condition        Report By
 KU4553  HISTORY     - 1990     MONUMENTED       SBAS
 KU4553  HISTORY     - 19910426 GOOD
 KU4553
 KU4553                          STATION DESCRIPTION
 KU4553
 KU4553'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4553'THE POINT IS LOCATED IN BELLMORE, TOWN OF HEMPSTEAD, 40 FEET (12.2 M)
 KU4553'SOUTH OF THE CENTERLINE OF EASTBOUND LANES OF SUNRISE HIGHWAY AND 41
 KU4553'FEET (12.5 M) EAST OF THE CENTERLINE OF BREVOORT PLACE,IN THE
 KU4553'CONCRETE SIDEWALK.  THE LOCATION TIES ARE 17.2 FEET (5.2 M) FROM THE
 KU4553'CENTER OF THE ELECTRIC MANHOLE (PLASTIC COVER), 12.4 FEET (3.8 M)
 KU4553'FROM THE SOUTH EAST CORNER OF THE CATCH BASIN AND 61.2 FEET (18.7 M)
 KU4553'FROM THE CENTER OF THE LIGHT POLE NUMBER 28.
 KU4553
 KU4553                          STATION RECOVERY (1991)
 KU4553
 KU4553'RECOVERED 1991
 KU4553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1458 ***********************************************************************
 LX1458  DESIGNATION -  13 R
 LX1458  PID         -  LX1458
 LX1458  STATE/COUNTY-  NY/DUTCHESS
 LX1458  USGS QUAD   -  KINGSTON EAST (1980)
 LX1458
 LX1458                         *CURRENT SURVEY CONTROL
 LX1458  ___________________________________________________________________
 LX1458* NAD 83(1986)-  41 55 20.     (N)    073 57 04.     (W)     SCALED    
 LX1458* NAVD 88     -         2.773  (meters)       9.10   (feet)  ADJUSTED  
 LX1458  ___________________________________________________________________
 LX1458  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX1458  DYNAMIC HT  -           2.772 (meters)       9.09  (feet)  COMP
 LX1458  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 LX1458
 LX1458  VERT ORDER  -  FIRST     CLASS II
 LX1458
 LX1458.The horizontal coordinates were scaled from a topographic map and have
 LX1458.an estimated accuracy of +/- 6 seconds.
 LX1458
 LX1458.The orthometric height was determined by differential leveling
 LX1458.and adjusted by the National Geodetic Survey in June 1991..
 LX1458
 LX1458.The geoid height was determined by GEOID03.
 LX1458
 LX1458.The dynamic height is computed by dividing the NAVD 88
 LX1458.geopotential number by the normal gravity value computed on the
 LX1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1458.degrees latitude (g = 980.6199 gals.).
 LX1458
 LX1458.The modeled gravity was interpolated from observed gravity values.
 LX1458
 LX1458;                    North         East    Units  Estimated Accuracy
 LX1458;SPC NY E     -   343,110.      195,530.      MT  (+/- 180 meters Scaled)
 LX1458
 LX1458                          SUPERSEDED SURVEY CONTROL
 LX1458
 LX1458.No superseded survey control is available for this station.
 LX1458
 LX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM869416(NAD 83)
 LX1458_MARKER: Q = CHISELED SQUARE
 LX1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1458_SP_SET: PLATFORM
 LX1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1458
 LX1458  HISTORY     - Date     Condition        Report By
 LX1458  HISTORY     - UNK      MONUMENTED       DOD
 LX1458  HISTORY     - 1955     GOOD             NGS
 LX1458  HISTORY     - 20050929 MARK NOT FOUND   NYDT
 LX1458
 LX1458                          STATION DESCRIPTION
 LX1458
 LX1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1458'AT RHINECLIFF.
 LX1458'AT RHINECLIFF, ALONG THE NEW YORK CENTRAL RAILROAD, IN THE TOP OF
 LX1458'CENTER OF NORTH END OF EASTERLY OF TWO STATION PLATFORMS, JUST
 LX1458'NORTH OF THE STATION, 7 1/2 FEET WEST OF WEST RAIL OF EAST ONE
 LX1458'OF 4 TRACKS, 1.4 FEET SOUTH OF THE EAST LEG OF RAILROAD UNDERPASS
 LX1458'WARNING LINE OVER TRACKS, 5 FEET EAST OF WEST EDGE OF CONCRETE
 LX1458'PLATFORM AND ABOUT LEVEL WITH TRACKS.
 LX1458
 LX1458                          STATION RECOVERY (2005)
 LX1458
 LX1458'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LX1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0293 ***********************************************************************
 KU0293  DESIGNATION -  13 RS
 KU0293  PID         -  KU0293
 KU0293  STATE/COUNTY-  NY/SUFFOLK
 KU0293  USGS QUAD   -  WADING RIVER (1967)
 KU0293
 KU0293                         *CURRENT SURVEY CONTROL
 KU0293  ___________________________________________________________________
 KU0293* NAD 83(1986)-  40 54 53.     (N)    072 50 02.     (W)     SCALED    
 KU0293* NAVD 88     -        22.222  (meters)      72.91   (feet)  ADJUSTED  
 KU0293  ___________________________________________________________________
 KU0293  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU0293  DYNAMIC HT  -          22.213 (meters)      72.88  (feet)  COMP
 KU0293  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 KU0293
 KU0293  VERT ORDER  -  SECOND    CLASS 0
 KU0293
 KU0293.The horizontal coordinates were scaled from a topographic map and have
 KU0293.an estimated accuracy of +/- 6 seconds.
 KU0293
 KU0293.The orthometric height was determined by differential leveling
 KU0293.and adjusted by the National Geodetic Survey in June 1991..
 KU0293
 KU0293.The geoid height was determined by GEOID03.
 KU0293
 KU0293.The dynamic height is computed by dividing the NAVD 88
 KU0293.geopotential number by the normal gravity value computed on the
 KU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0293.degrees latitude (g = 980.6199 gals.).
 KU0293
 KU0293.The modeled gravity was interpolated from observed gravity values.
 KU0293
 KU0293;                    North         East    Units  Estimated Accuracy
 KU0293;SPC NY L     -    83,720.      398,230.      MT  (+/- 180 meters Scaled)
 KU0293
 KU0293                          SUPERSEDED SURVEY CONTROL
 KU0293
 KU0293  NGVD 29 (??/??/92)   22.523  (m)           73.89   (f) ADJ UNCH    2 0
 KU0293
 KU0293.Superseded values are not recommended for survey control.
 KU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0293.See file dsdata.txt to determine how the superseded data were derived.
 KU0293
 KU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL824315(NAD 83)
 KU0293_MARKER: DD = SURVEY DISK
 KU0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0293_SP_SET: CULVERT
 KU0293_STAMPING: 13 RS 1949 74 (FEET)
 KU0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0293
 KU0293  HISTORY     - Date     Condition        Report By
 KU0293  HISTORY     - 1949     MONUMENTED       USGS
 KU0293  HISTORY     - 1950     GOOD             NGS
 KU0293
 KU0293                          STATION DESCRIPTION
 KU0293
 KU0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0293'2.7 MI E FROM RIDGE.
 KU0293'2.7 MILES EAST ALONG STATE HIGHWAY NO. 25 FROM THE RIDGE FIRE
 KU0293'HOUSE AT RIDGE TO THE INTERSECTION OF THE WADING RIVER ROAD,
 KU0293'28.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.0 FEET
 KU0293'EAST OF THE CENTER LINE OF THE WADING RIVER ROAD, 14.9 FEET
 KU0293'SOUTHEAST OF POWER LINE POLE LIL 696, SET IN THE TOP OF THE
 KU0293'EAST HEAD WALL OF A CONCRETE CULVERT UNDER THE WADING RIVER
 KU0293'ROAD, 1.2 FEET NORTH OF THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9921 ***********************************************************************
 AA9921  DESIGNATION -  13 SKS RESET
 AA9921  PID         -  AA9921
 AA9921  STATE/COUNTY-  NY/CLINTON
 AA9921  USGS QUAD   -  CHURUBUSCO (1964)
 AA9921
 AA9921                         *CURRENT SURVEY CONTROL
 AA9921  ___________________________________________________________________
 AA9921* NAD 83(1986)-  44 55 06.     (N)    073 55 40.     (W)     SCALED    
 AA9921* NAVD 88     -       398.90   (meters)    1308.7    (feet)  RESET     
 AA9921  ___________________________________________________________________
 AA9921  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA9921
 AA9921  VERT ORDER  -  THIRD
 AA9921
 AA9921.The horizontal coordinates were scaled from a topographic map and have
 AA9921.an estimated accuracy of +/- 6 seconds.
 AA9921
 AA9921.The orthometric height was computed from unverified reset data.
 AA9921
 AA9921.The geoid height was determined by GEOID03.
 AA9921
 AA9921;                    North         East    Units  Estimated Accuracy
 AA9921;SPC NY E     -   675,960.      195,180.      MT  (+/- 180 meters Scaled)
 AA9921
 AA9921                          SUPERSEDED SURVEY CONTROL
 AA9921
 AA9921.No superseded survey control is available for this station.
 AA9921
 AA9921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ846744(NAD 83)
 AA9921_MARKER: DV = VERTICAL CONTROL DISK
 AA9921_SETTING: 80 = SET IN A BOULDER
 AA9921_STAMPING: 13 SKS RESET 1994
 AA9921_MARK LOGO: NGS   
 AA9921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9921+STABILITY: SURFACE MOTION
 AA9921
 AA9921  HISTORY     - Date     Condition        Report By
 AA9921  HISTORY     - 1994     MONUMENTED       NYDT
 AA9921
 AA9921                          STATION DESCRIPTION
 AA9921
 AA9921'DESCRIBED BY NY DEPT OF TRANSP 1994 (MD)
 AA9921'FROM THE CENTERLINE OF INTERSECTION WITH ROUTE 11 AND ROUTE 189, 416
 AA9921'FEET (126.8 M) NORTH ALONG CENTERLINE OF ROUTE 189 TO A POINT
 AA9921'INTERSECTING THE LINE OF A STONE ROW, POINT ALSO BEING 144 FEET (43.9
 AA9921'M) SOUTH OF MILE MARKER 189-701-1001.  THENCE IN A WESTERLY DIRECTION
 AA9921'ALONG STONE ROW, 157 FEET (47.9 M) TO END STONE ROW BY 54 FOOT (16.5
 AA9921'M) DIAMETER MAPLE TREE.  CONTINUE IN A WESTERLY DIRECTION 40 FEET
 AA9921'(12.2 M) TO MARK IN A 6X4 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1788 ***********************************************************************
 KU1788  DESIGNATION -  13 USN
 KU1788  PID         -  KU1788
 KU1788  STATE/COUNTY-  NY/KINGS
 KU1788  USGS QUAD   -  BROOKLYN (1979)
 KU1788
 KU1788                         *CURRENT SURVEY CONTROL
 KU1788  ___________________________________________________________________
 KU1788* NAD 83(1986)-  40 42 00.     (N)    073 58 23.     (W)     SCALED    
 KU1788* NAVD 88     -         1.481  (meters)       4.86   (feet)  ADJUSTED  
 KU1788  ___________________________________________________________________
 KU1788  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1788  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 KU1788  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 KU1788
 KU1788  VERT ORDER  -  FIRST     CLASS II
 KU1788
 KU1788.The horizontal coordinates were scaled from a topographic map and have
 KU1788.an estimated accuracy of +/- 6 seconds.
 KU1788
 KU1788.The orthometric height was determined by differential leveling
 KU1788.and adjusted by the National Geodetic Survey in June 1991..
 KU1788
 KU1788.The geoid height was determined by GEOID03.
 KU1788
 KU1788.The dynamic height is computed by dividing the NAVD 88
 KU1788.geopotential number by the normal gravity value computed on the
 KU1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1788.degrees latitude (g = 980.6199 gals.).
 KU1788
 KU1788.The modeled gravity was interpolated from observed gravity values.
 KU1788
 KU1788;                    North         East    Units  Estimated Accuracy
 KU1788;SPC NY L     -    59,230.      302,280.      MT  (+/- 180 meters Scaled)
 KU1788
 KU1788                          SUPERSEDED SURVEY CONTROL
 KU1788
 KU1788  NGVD 29 (??/??/92)    1.819  (m)            5.97   (f) ADJ UNCH    1 2
 KU1788
 KU1788.Superseded values are not recommended for survey control.
 KU1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1788.See file dsdata.txt to determine how the superseded data were derived.
 KU1788
 KU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867059(NAD 83)
 KU1788_MARKER: B = BOLT
 KU1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1788+STABILITY: SURFACE MOTION
 KU1788
 KU1788  HISTORY     - Date     Condition        Report By
 KU1788  HISTORY     - UNK      MONUMENTED       DOD
 KU1788  HISTORY     - 1952     GOOD             NGS
 KU1788
 KU1788                          STATION DESCRIPTION
 KU1788
 KU1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1788'AT NEW YORK.
 KU1788'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1788'AT THE FOOT OF 5TH STREET, 14 FEET NORTHWEST OF EXTENDED CENTER
 KU1788'LINE OF 5TH STREET, 12 FEET SOUTHWEST OF SOUTHWEST SIDE OF
 KU1788'DRY DOCK NO. 2, 3 FEET SOUTHWEST OF SOUTHWEST RAIL OF A TRACK
 KU1788'RUNNING PARALLEL WITH DOCK AND SET IN THE TOP OF A CONCRETE
 KU1788'POST ABOUT 12 INCHES BELOW PAVEMENT AND UNDER A 10-INCH IRON
 KU1788'MANHOLE COVER MARKED MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0860 ***********************************************************************
 NB0860  DESIGNATION -  130
 NB0860  PID         -  NB0860
 NB0860  STATE/COUNTY-  NY/ONTARIO
 NB0860  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0860
 NB0860                         *CURRENT SURVEY CONTROL
 NB0860  ___________________________________________________________________
 NB0860* NAD 83(1986)-  42 53 10.     (N)    077 14 25.     (W)     SCALED    
 NB0860* NAVD 88     -       224.661  (meters)     737.08   (feet)  ADJUSTED  
 NB0860  ___________________________________________________________________
 NB0860  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 NB0860  DYNAMIC HT  -         224.596 (meters)     736.86  (feet)  COMP
 NB0860  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 NB0860
 NB0860  VERT ORDER  -  SECOND    CLASS 0
 NB0860
 NB0860.The horizontal coordinates were scaled from a topographic map and have
 NB0860.an estimated accuracy of +/- 6 seconds.
 NB0860
 NB0860.The orthometric height was determined by differential leveling
 NB0860.and adjusted by the National Geodetic Survey in June 1991..
 NB0860
 NB0860.The geoid height was determined by GEOID03.
 NB0860
 NB0860.The dynamic height is computed by dividing the NAVD 88
 NB0860.geopotential number by the normal gravity value computed on the
 NB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0860.degrees latitude (g = 980.6199 gals.).
 NB0860
 NB0860.The modeled gravity was interpolated from observed gravity values.
 NB0860
 NB0860;                    North         East    Units  Estimated Accuracy
 NB0860;SPC NY C     -   320,730.      196,340.      MT  (+/- 180 meters Scaled)
 NB0860
 NB0860                          SUPERSEDED SURVEY CONTROL
 NB0860
 NB0860  NGVD 29 (??/??/92)  224.817  (m)          737.59   (f) ADJ UNCH    2 0
 NB0860
 NB0860.Superseded values are not recommended for survey control.
 NB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0860.See file dsdata.txt to determine how the superseded data were derived.
 NB0860
 NB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN170506(NAD 83)
 NB0860_MARKER: B = BOLT
 NB0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0860_SP_SET: BRIDGE
 NB0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0860
 NB0860  HISTORY     - Date     Condition        Report By
 NB0860  HISTORY     - UNK      MONUMENTED       PRR
 NB0860  HISTORY     - 1935     GOOD             NGS
 NB0860  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0860  HISTORY     - 20020116 GOOD             NGS
 NB0860
 NB0860                          STATION DESCRIPTION
 NB0860
 NB0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0860'2.8 MI E FROM CANANDAIGUA.
 NB0860'IS LOCATED 2.8 MILES EAST OF THE RY. STATION. IN TOP OF EAST END
 NB0860'OF SOUTH PARAPET WALL OF BRIDGE NO. 61.17 (U.G.) OVER NEW YORK
 NB0860'STATE RAILWAYS. 50 YDS. NORTH OF HIGHWAY CROSSING. 8.6 FT. EAST
 NB0860'OF EAST RAIL.
 NB0860
 NB0860                          STATION RECOVERY (1988)
 NB0860
 NB0860'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0860'MARK NOT FOUND.
 NB0860
 NB0860                          STATION RECOVERY (2002)
 NB0860
 NB0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB0860'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1942 ***********************************************************************
 PH1942  DESIGNATION -  130
 PH1942  PID         -  PH1942
 PH1942  STATE/COUNTY-  NY/ST LAWRENCE
 PH1942  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1942
 PH1942                         *CURRENT SURVEY CONTROL
 PH1942  ___________________________________________________________________
 PH1942* NAD 83(1996)-  44 46 31.68845(N)    075 21 43.21375(W)     ADJUSTED  
 PH1942* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 PH1942  ___________________________________________________________________
 PH1942  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 PH1942  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 PH1942
 PH1942  HORZ ORDER  -  SECOND
 PH1942
 PH1942.The horizontal coordinates were established by classical geodetic methods
 PH1942.and adjusted by the National Geodetic Survey in January 1999..
 PH1942
 PH1942.The orthometric height was scaled from a topographic map.
 PH1942
 PH1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1942
 PH1942.The geoid height was determined by GEOID03.
 PH1942
 PH1942;                    North         East     Units Scale Factor Converg.
 PH1942;SPC NY E     -   660,286.158    81,775.600   MT  0.99995722   -0 36 25.8
 PH1942;SPC NY E     - 2,166,288.84    268,292.11   sFT  0.99995722   -0 36 25.8
 PH1942;UTM  18      - 4,958,072.077   471,357.347   MT  0.99961009   -0 15 17.9
 PH1942
 PH1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1942!SPC NY E     -   0.99999090  x   0.99995722  =   0.99994812
 PH1942!UTM  18      -   0.99999090  x   0.99961009  =   0.99960100
 PH1942
 PH1942:                Primary Azimuth Mark                     Grid Az
 PH1942:SPC NY E     -  LISBON POINT CHURCH SPIRE                167 49 49.8
 PH1942:UTM  18      -  LISBON POINT CHURCH SPIRE                167 28 41.9
 PH1942
 PH1942|---------------------------------------------------------------------|
 PH1942| PID    Reference Object                     Distance      Geod. Az  |
 PH1942|                                                           dddmmss.s |
 PH1942| PH1918 LISBON POINT CHURCH SPIRE           APPROX. 3.6 KM 1671324.0 |
 PH1942| CZ8995 130 AZ MK                                          2133309.0 |
 PH1942|---------------------------------------------------------------------|
 PH1942
 PH1942                          SUPERSEDED SURVEY CONTROL
 PH1942
 PH1942  NAD 83(1986)-  44 46 31.69472(N)    075 21 43.21657(W) AD(       ) 2
 PH1942  NAD 27      -  44 46 31.46400(N)    075 21 44.44400(W) AD(       ) 2
 PH1942
 PH1942.Superseded values are not recommended for survey control.
 PH1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1942.See file dsdata.txt to determine how the superseded data were derived.
 PH1942
 PH1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7135758072(NAD 83)
 PH1942_MARKER: DD = SURVEY DISK
 PH1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1942
 PH1942  HISTORY     - Date     Condition        Report By
 PH1942  HISTORY     - 1939     MONUMENTED       CGS
 PH1942  HISTORY     - 1942     GOOD             CGS
 PH1942
 PH1942                          STATION DESCRIPTION
 PH1942
 PH1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 PH1942'ON THE S SIDE OF THE ST. LAWRENCE RIVER DIRECTLY OPPOSITE THE
 PH1942'TOWN OF CARDINAL, ONTARIO.  ON A RISE OF GROUND BETWEEN THE
 PH1942'RIVER-ROAD FROM OGDENSBURG TO WADDINGTON AND THE RIVER.  THE
 PH1942'STATION IS 3 METERS W OF THE N CORNER OF A RECTANGLE OUTLINED
 PH1942'BY LARGE STONES EVIDENTLY USED IN YEARS PAST AS THE FOUNDATION
 PH1942'OF A BUILDING.  IT IS 30 METERS N OF THE N FENCE OF THE
 PH1942'HIGHWAY.  THE ORIGINAL STATION MARK, A HUB WITH A NAIL IN IT,
 PH1942'WAS RECOVERED.
 PH1942'
 PH1942'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1942'BRONZE DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND IN
 PH1942'THE TOP OF A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 24
 PH1942'INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS SCREW SET IN
 PH1942'THE TOP OF A CIRCULAR BLOCK OF CONCRETE 10 INCHES IN DIAMETER AND
 PH1942'12 INCHES IN DEPTH.
 PH1942'
 PH1942'REFERENCE MARK NO. 1 IS A DRILL HOLE AND AN ARROW POINTING
 PH1942'TOWARD THE STATION CUT IN THE ROCK, 2-1/2 BY 3 FEET IN AREA, AT
 PH1942'THE N CORNER OF THE RECTANGLE OF ROCKS.
 PH1942'
 PH1942'REFERENCE MARK NO. 2 IS A LIKE MARK CUT IN THE ROCK, 2 BY 3
 PH1942'FEET BY 1 FOOT HIGH, AT THE W CORNER OF THE RECTANGLE OF ROCKS.
 PH1942
 PH1942                          STATION RECOVERY (1942)
 PH1942
 PH1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1942'ON THE S SIDE OF THE ST. LAWRENCE RIVER DIRECTLY OPPOSITE THE
 PH1942'TOWN OF CARDINAL, ONTARIO.  ON A RISE OF GROUND BETWEEN THE
 PH1942'RIVER-ROAD FROM OGDENSBURG TO WADDINGTON AND THE RIVER.  THE
 PH1942'STATION IS 3 METERS W OF THE N CORNER OF A RECTANGLE OUTLINED
 PH1942'BY LARGE STONES EVIDENTLY USED YEARS PAST AS THE FOUNDATION OF
 PH1942'A BUILDING.  IT IS 90 FEET NW OF THE N FENCE OF THE HIGHWAY.
 PH1942'
 PH1942'THE STATION MARK IS AN INTERNATIONAL BOUNDARY COMMISSION
 PH1942'STANDARD BRONZE DISK STATION MARK SET NEARLY FLUSH WITH THE
 PH1942'GROUND IN THE TOP OF A CYLINDER OF CONCRETE 10 INCHES IN
 PH1942'DIAMETER AND 24 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS
 PH1942'SCREW SET IN THE TOP OF A CIRCULAR BLOCK OF CONCRETE 10 INCHES
 PH1942'IN DIAMETER AND 12 INCHES IN DEPTH.  THE STATION IS ON THE
 PH1942'PROPERTY OF MR. GEORGE L. GRIFFITH.
 PH1942'
 PH1942'REFERENCE MARK NO. 1 IS A DRILL HOLE AND AN ARROW POINTING
 PH1942'TOWARD THE STATION CUT IN A ROCK 2-1/2 FEET BY 3 FEET.  IT IS A
 PH1942'FLAT ROCK WHICH PROJECTS ABOUT 3 INCHES.  THE MARK IS E OF THE
 PH1942'STATION.
 PH1942'
 PH1942'REFERENCE MARK NO. 2 IS A DRILL HOLE AND AN ARROW POINTING
 PH1942'TOWARD THE STATION CUT IN A ROCK 2 FEET BY 3 FEET BY 1 FOOT
 PH1942'HIGH, AT THE W CORNER OF THE RECTANGLE OF ROCKS.
 PH1942'
 PH1942'REACHED FROM OGDENSBURG AT THE INTERSECTION OF FORD AND STATE
 PH1942'STREETS AND JUNCTION OF STATE ROUTES 37 AND 68 BY GOING NE OF
 PH1942'ROUTE 37 AND FORD ST. FOR 8.2 MILES TO CROSSROADS JUST BEFORE
 PH1942'REACHING WHITE CHURCH ON LEFT, TURN LEFT, NW, ON PAVED ROAD AND
 PH1942'GO 1.95 MILES TO T-ROAD, TURN RIGHT, NE, ON GRAVEL ROAD AND GO
 PH1942'1.2 MILES TO STATION ON LEFT AT GAP IN FENCE JUST AFTER PASSING
 PH1942'MR. GRIFFITHS HOME ON RIGHT, TURN LEFT INTO GAP FOR ABOUT 20
 PH1942'YARDS TO STATION.
 PH1942'
 PH1942'AN AZIMUTH MARK WAS ESTABLISHED ACCORDING TO NOTE 11A.  IT IS
 PH1942'2.5 FEET N OF A FENCE CORNER OPPOSITE A RED BARN, 33 FEET NW OF
 PH1942'CENTERLINE OF GRAVEL ROAD, 40 FEET NE OF S L U POWER LINE POLE
 PH1942'AND ABOUT 0.3 MILE SW OF STATION ALONG MAIN GRAVEL ROAD.
 PH1942'
 PH1942'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1975 ***********************************************************************
 PH1975  DESIGNATION -  130 SUB IBC
 PH1975  PID         -  PH1975
 PH1975  STATE/COUNTY-  NY/ST LAWRENCE
 PH1975  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1975
 PH1975                         *CURRENT SURVEY CONTROL
 PH1975  ___________________________________________________________________
 PH1975* NAD 83(1996)-  44 46 34.00447(N)    075 21 42.14982(W)     ADJUSTED  
 PH1975* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 PH1975  ___________________________________________________________________
 PH1975  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 PH1975  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 PH1975
 PH1975  HORZ ORDER  -  THIRD
 PH1975
 PH1975.The horizontal coordinates were established by classical geodetic methods
 PH1975.and adjusted by the National Geodetic Survey in January 1999..
 PH1975
 PH1975.The orthometric height was scaled from a topographic map.
 PH1975
 PH1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1975
 PH1975.The geoid height was determined by GEOID03.
 PH1975
 PH1975;                    North         East     Units Scale Factor Converg.
 PH1975;SPC NY E     -   660,357.396    81,799.748   MT  0.99995718   -0 36 25.0
 PH1975;SPC NY E     - 2,166,522.56    268,371.34   sFT  0.99995718   -0 36 25.0
 PH1975;UTM  18      - 4,958,143.437   471,381.048   MT  0.99961007   -0 15 17.2
 PH1975
 PH1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1975!SPC NY E     -   0.99999169  x   0.99995718  =   0.99994887
 PH1975!UTM  18      -   0.99999169  x   0.99961007  =   0.99960176
 PH1975
 PH1975|---------------------------------------------------------------------|
 PH1975| PID    Reference Object                     Distance      Geod. Az  |
 PH1975|                                                           dddmmss.s |
 PH1975| PH1942 130                                  75.222 METERS 19807     |
 PH1975| PH1983 ELEVATOR IBC                        APPROX. 1.5 KM 3172742.1 |
 PH1975| PH1986 CARDINAL CHURCH SPIRE IBC           APPROX. 1.8 KM 3203217.1 |
 PH1975|---------------------------------------------------------------------|
 PH1975
 PH1975                          SUPERSEDED SURVEY CONTROL
 PH1975
 PH1975  NAD 83(1986)-  44 46 34.01071(N)    075 21 42.15265(W) AD(       ) 3
 PH1975  NAD 27      -  44 46 33.78065(N)    075 21 43.37997(W) AD(       ) 3
 PH1975
 PH1975.Superseded values are not recommended for survey control.
 PH1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1975.See file dsdata.txt to determine how the superseded data were derived.
 PH1975
 PH1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7138158143(NAD 83)
 PH1975_MARKER: DD = SURVEY DISK
 PH1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1975+STABILITY: SURFACE MOTION
 PH1975
 PH1975  HISTORY     - Date     Condition        Report By
 PH1975  HISTORY     - 1939     MONUMENTED       IBC
 PH1975  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PH1975
 PH1975                          STATION DESCRIPTION
 PH1975
 PH1975'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1975'ON THE UNITED STATES SIDE OF THE BOUNDARY DIRECTLY OPPOSITE THE TOWN
 PH1975'OF CARDINAL, ONTARIO, AND ABOUT 6 MILES DOWNSTREAM FROM THE
 PH1975'OGDENSBURG - JOHNSTOWN BRIDGE, ON A RISE OF GROUND AND TO THE REAR OF
 PH1975'HOUSES ALONG THE NORTH SIDE OF THE HIGHWAY.
 PH1975'
 PH1975'STATION MARK--A SUBSURFACE MARK CONSISTING OF A BRASS SCREW SET IN THE
 PH1975'TOP OF A MASS OF CONCRETE POURED AROUND LARGE ROCKS 18 INCHES
 PH1975'UNDERGROUND.  REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW POINTING
 PH1975'TOWARDS THE STATION CUT IN A LARGE BOULDER SHOWING AN AREA OF 3 BY 3
 PH1975'FEET AND 6 INCHES HIGH EAST OF THE STATION.  REFERENCE MARK 2 IS A
 PH1975'LIKE MARK CUT IN A LARGE ROCK SHOWING AN AREA OF 3 BY 3 FEET AND 6
 PH1975'INCHES HIGH SOUTH OF THE STATION.
 PH1975
 PH1975                          STATION RECOVERY (1959)
 PH1975
 PH1975'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1975'A SURFACE MARK WAS ESTABLISHED CONSISTING OF AN INTERNATIONAL
 PH1975'BOUNDARY COMMISSION STANDARD BRONZE - DISK STATION MARK SET FLUSH
 PH1975'WITH THE SURFACE IN THE TOP OF A CYLINDER OF CONCRETE 6 INCHES IN
 PH1975'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0016 ***********************************************************************
 PH0016  DESIGNATION -  1306
 PH0016  PID         -  PH0016
 PH0016  STATE/COUNTY-  NY/FRANKLIN
 PH0016  USGS QUAD   -  SANTA CLARA (1980)
 PH0016
 PH0016                         *CURRENT SURVEY CONTROL
 PH0016  ___________________________________________________________________
 PH0016* NAD 83(1986)-  44 38 28.     (N)    074 28 00.     (W)     SCALED    
 PH0016* NAVD 88     -       398.104  (meters)    1306.11   (feet)  ADJUSTED  
 PH0016  ___________________________________________________________________
 PH0016  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 PH0016  DYNAMIC HT  -         398.053 (meters)    1305.95  (feet)  COMP
 PH0016  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 PH0016
 PH0016  VERT ORDER  -  FIRST     CLASS I
 PH0016
 PH0016.The horizontal coordinates were scaled from a topographic map and have
 PH0016.an estimated accuracy of +/- 6 seconds.
 PH0016
 PH0016.The orthometric height was determined by differential leveling
 PH0016.and adjusted by the National Geodetic Survey in June 1991..
 PH0016
 PH0016.The geoid height was determined by GEOID03.
 PH0016
 PH0016.The dynamic height is computed by dividing the NAVD 88
 PH0016.geopotential number by the normal gravity value computed on the
 PH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0016.degrees latitude (g = 980.6199 gals.).
 PH0016
 PH0016.The modeled gravity was interpolated from observed gravity values.
 PH0016
 PH0016;                    North         East    Units  Estimated Accuracy
 PH0016;SPC NY E     -   645,000.      152,640.      MT  (+/- 180 meters Scaled)
 PH0016
 PH0016                          SUPERSEDED SURVEY CONTROL
 PH0016
 PH0016  NGVD 29 (??/??/92)  398.170  (m)         1306.33   (f) ADJ UNCH    1 1
 PH0016
 PH0016.Superseded values are not recommended for survey control.
 PH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0016.See file dsdata.txt to determine how the superseded data were derived.
 PH0016
 PH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ422432(NAD 83)
 PH0016_MARKER: DD = SURVEY DISK
 PH0016_SETTING: 80 = SET IN A BOULDER
 PH0016_SP_SET: BOULDER
 PH0016_STAMPING: 1306 ALBANY
 PH0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0016+STABILITY: SURFACE MOTION
 PH0016
 PH0016  HISTORY     - Date     Condition        Report By
 PH0016  HISTORY     - UNK      MONUMENTED       USGS
 PH0016  HISTORY     - 1975     GOOD             NGS
 PH0016
 PH0016                          STATION DESCRIPTION
 PH0016
 PH0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0016'0.75 MI NW FROM SANTA CLARA.
 PH0016'0.75 MILE NORTHWEST ALONG SOUTH RIVER ROAD FROM ST. PETERS CATHOLIC
 PH0016'CHURCH AT SANTA CLARA, IN THE TOP OF A 3 BY 5 FOOT ROCK BOULDER, 12
 PH0016'FEET NORTHEAST OF APPROXIMATE CENTER OF THE ROAD, 30.5 FEET SOUTHEAST
 PH0016'OF THE SOUTHEAST CORNER OF A SMALL FRAME CABIN AND ABOUT 2 FEET ABOVE
 PH0016'THE LEVEL OF THE ROAD.  NOTE-- THE FIELD PARTY OF 1942 AND 1975
 PH0016'REPORTED THAT THE DISK WAS DEFACED AND PARTLY CHISELED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0247 ***********************************************************************
 NB0247  DESIGNATION -  1308
 NB0247  PID         -  NB0247
 NB0247  STATE/COUNTY-  NY/CORTLAND
 NB0247  USGS QUAD   -  MC GRAW (1994)
 NB0247
 NB0247                         *CURRENT SURVEY CONTROL
 NB0247  ___________________________________________________________________
 NB0247* NAD 83(1986)-  42 35 49.     (N)    076 01 04.     (W)     SCALED    
 NB0247* NAVD 88     -       398.182  (meters)    1306.37   (feet)  ADJUSTED  
 NB0247  ___________________________________________________________________
 NB0247  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 NB0247  DYNAMIC HT  -         398.046 (meters)    1305.92  (feet)  COMP
 NB0247  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 NB0247
 NB0247  VERT ORDER  -  SECOND    CLASS 0
 NB0247
 NB0247.The horizontal coordinates were scaled from a topographic map and have
 NB0247.an estimated accuracy of +/- 6 seconds.
 NB0247
 NB0247.The orthometric height was determined by differential leveling
 NB0247.and adjusted by the National Geodetic Survey in June 1991..
 NB0247
 NB0247.The geoid height was determined by GEOID03.
 NB0247
 NB0247.The dynamic height is computed by dividing the NAVD 88
 NB0247.geopotential number by the normal gravity value computed on the
 NB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0247.degrees latitude (g = 980.6199 gals.).
 NB0247
 NB0247.The modeled gravity was interpolated from observed gravity values.
 NB0247
 NB0247;                    North         East    Units  Estimated Accuracy
 NB0247;SPC NY C     -   288,550.      296,410.      MT  (+/- 180 meters Scaled)
 NB0247
 NB0247                          SUPERSEDED SURVEY CONTROL
 NB0247
 NB0247  NGVD 29 (??/??/92)  398.302  (m)         1306.76   (f) ADJ UNCH    2 0
 NB0247
 NB0247.Superseded values are not recommended for survey control.
 NB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0247.See file dsdata.txt to determine how the superseded data were derived.
 NB0247
 NB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN165165(NAD 83)
 NB0247_MARKER: DB = BENCH MARK DISK
 NB0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0247_SP_SET: BUILDING
 NB0247_STAMPING: 1308 ALBANY 1900
 NB0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0247
 NB0247  HISTORY     - Date     Condition        Report By
 NB0247  HISTORY     - 1900     MONUMENTED       USGS
 NB0247  HISTORY     - 19910329 GOOD             USPSQD
 NB0247
 NB0247                          STATION DESCRIPTION
 NB0247
 NB0247'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 NB0247'AT SOLON.
 NB0247'AT SOLON, CORTLAND COUNTY, 119 FEET WEST OF THE L.B. MARION STORE, IN
 NB0247'THE NORTH FACE OF A HOUSE, 2.2 FEET EAST OF THE NORTHWEST CORNER, 61
 NB0247'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 41, AND 2 FEET HIGHER
 NB0247'THAN THE HIGHWAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NB0247'STAMPED 1308 ALBANY 1900 AND SET VERTICALLY.
 NB0247
 NB0247                          STATION RECOVERY (1991)
 NB0247
 NB0247'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0859 ***********************************************************************
 NB0859  DESIGNATION -  131
 NB0859  PID         -  NB0859
 NB0859  STATE/COUNTY-  NY/ONTARIO
 NB0859  USGS QUAD   -  CANANDAIGUA (1978)
 NB0859
 NB0859                         *CURRENT SURVEY CONTROL
 NB0859  ___________________________________________________________________
 NB0859* NAD 83(1986)-  42 53 57.     (N)    077 15 02.     (W)     SCALED    
 NB0859* NAVD 88     -       215.508  (meters)     707.05   (feet)  ADJUSTED  
 NB0859  ___________________________________________________________________
 NB0859  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 NB0859  DYNAMIC HT  -         215.446 (meters)     706.84  (feet)  COMP
 NB0859  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 NB0859
 NB0859  VERT ORDER  -  SECOND    CLASS 0
 NB0859
 NB0859.The horizontal coordinates were scaled from a topographic map and have
 NB0859.an estimated accuracy of +/- 6 seconds.
 NB0859
 NB0859.The orthometric height was determined by differential leveling
 NB0859.and adjusted by the National Geodetic Survey in June 1991..
 NB0859
 NB0859.The geoid height was determined by GEOID03.
 NB0859
 NB0859.The dynamic height is computed by dividing the NAVD 88
 NB0859.geopotential number by the normal gravity value computed on the
 NB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0859.degrees latitude (g = 980.6199 gals.).
 NB0859
 NB0859.The modeled gravity was interpolated from observed gravity values.
 NB0859
 NB0859;                    North         East    Units  Estimated Accuracy
 NB0859;SPC NY C     -   322,190.      195,510.      MT  (+/- 180 meters Scaled)
 NB0859
 NB0859                          SUPERSEDED SURVEY CONTROL
 NB0859
 NB0859  NGVD 29 (??/??/92)  215.668  (m)          707.57   (f) ADJ UNCH    2 0
 NB0859
 NB0859.Superseded values are not recommended for survey control.
 NB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0859.See file dsdata.txt to determine how the superseded data were derived.
 NB0859
 NB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN162520(NAD 83)
 NB0859_MARKER: B = BOLT
 NB0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0859_SP_SET: BRIDGE
 NB0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0859
 NB0859  HISTORY     - Date     Condition        Report By
 NB0859  HISTORY     - UNK      MONUMENTED       PRR
 NB0859  HISTORY     - 1935     GOOD             NGS
 NB0859  HISTORY     - 1968     GOOD             USE
 NB0859  HISTORY     - 19891007 GOOD             USPSQD
 NB0859  HISTORY     - 19901024 GOOD             USPSQD
 NB0859  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 NB0859  HISTORY     - 20060204 GOOD             GEOCAC
 NB0859
 NB0859                          STATION DESCRIPTION
 NB0859
 NB0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0859'1.7 MI SE FROM CANANDAIGUA.
 NB0859'IS LOCATED 1.7 MILES SOUTHEAST OF THE DEPOT AT CANANDAIGUA. COPPER
 NB0859'BOLT SET IN TOP OF SOUTH END OF EAST BACK WALL OF BRIDGE NO. 62.26
 NB0859'(U.G) OVER CANANDAIGUA LAKE OUTLET.
 NB0859
 NB0859                          STATION RECOVERY (1968)
 NB0859
 NB0859'RECOVERY NOTE BY US ENGINEERS 1968
 NB0859'RECOVERED IN GOOD CONDITION.
 NB0859
 NB0859                          STATION RECOVERY (1989)
 NB0859
 NB0859'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB0859'RECOVERED IN GOOD CONDITION.
 NB0859
 NB0859                          STATION RECOVERY (1990)
 NB0859
 NB0859'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0859'RECOVERED IN GOOD CONDITION.
 NB0859
 NB0859                          STATION RECOVERY (2005)
 NB0859
 NB0859'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0859'MARK NOT FOUND.
 NB0859
 NB0859                          STATION RECOVERY (2006)
 NB0859
 NB0859'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0859'RAIL BED IS NOW A HIKING TRAIL. BOLT IS NEXT TO INSCRIPTION IN STONE,
 NB0859''B.M. 131'. HANDHELD GPS COORDINATES ARE 42.89927N 77.25068W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1917 ***********************************************************************
 OF1917  DESIGNATION -  1312 MCGS 1972
 OF1917  PID         -  OF1917
 OF1917  STATE/COUNTY-  NY/MONROE
 OF1917  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1917
 OF1917                         *CURRENT SURVEY CONTROL
 OF1917  ___________________________________________________________________
 OF1917* NAD 83(1996)-  43 14 54.76188(N)    077 35 59.50278(W)     ADJUSTED  
 OF1917* NAVD 88     -        86.0    (meters)     282.     (feet)  VERTCON   
 OF1917  ___________________________________________________________________
 OF1917  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 OF1917  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1917
 OF1917  HORZ ORDER  -  SECOND
 OF1917
 OF1917.The horizontal coordinates were established by classical geodetic methods
 OF1917.and adjusted by the National Geodetic Survey in January 1999..
 OF1917
 OF1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1917
 OF1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1917
 OF1917.The geoid height was determined by GEOID03.
 OF1917
 OF1917;                    North         East     Units Scale Factor Converg.
 OF1917;SPC NY W     -   361,250.102   429,864.480   MT  1.00001593   +0 40 26.0
 OF1917;SPC NY W     - 1,185,201.38  1,410,313.71   sFT  1.00001593   +0 40 26.0
 OF1917;UTM  18      - 4,791,697.985   288,941.143   MT  1.00014800   -1 46 55.2
 OF1917
 OF1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1917!SPC NY W     -   0.99999214  x   1.00001593  =   1.00000807
 OF1917!UTM  18      -   0.99999214  x   1.00014800  =   1.00014014
 OF1917
 OF1917|---------------------------------------------------------------------|
 OF1917| PID    Reference Object                     Distance      Geod. Az  |
 OF1917|                                                           dddmmss.s |
 OF1917| OF1921 1313 MCGS 1972                      213.435 METERS 09054     |
 OF1917| OF1997 TEMP PT 9027 1976                   APPROX. 0.7 KM 2662305.6 |
 OF1917|---------------------------------------------------------------------|
 OF1917
 OF1917                          SUPERSEDED SURVEY CONTROL
 OF1917
 OF1917  NAD 83(1986)-  43 14 54.76824(N)    077 35 59.50180(W) AD(       ) 2
 OF1917  NAD 27      -  43 14 54.54594(N)    077 36 00.49477(W) AD(       ) 2
 OF1917  NGVD 29 (07/19/86)   86.2    (m)          283.     (f) VERT ANG       
 OF1917
 OF1917.Superseded values are not recommended for survey control.
 OF1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1917.See file dsdata.txt to determine how the superseded data were derived.
 OF1917
 OF1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8894191698(NAD 83)
 OF1917_MARKER: DD = SURVEY DISK
 OF1917_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1917
 OF1917  HISTORY     - Date     Condition        Report By
 OF1917  HISTORY     - 1973     MONUMENTED       NY-055
 OF1917  HISTORY     - 1976     GOOD             NY-055
 OF1917
 OF1917                          STATION DESCRIPTION
 OF1917
 OF1917'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1917'IN THE TOWN OF IRONDEQUOIT ON PATTENWOOD DRIVE 0.26 E. OF
 OF1917'THOMAS AVENUE.
 OF1917'
 OF1917'20.1 FT N. CENTERLINE OF PATTENWOOD DRIVE
 OF1917'
 OF1917'35.2 FT W. CENTERLINE OF TIMROD DRIVE
 OF1917'
 OF1917'59.7 FT N.W. OF HYDRANT
 OF1917'
 OF1917'15.2 FT S.W. OF WIRE FENCE
 OF1917'
 OF1917'51.8 FT E. OF RANGE LINE OF E. CORNER OF A SEPARATE
 OF1917'ROOM OF LAKEVIEW SCHOOL.
 OF1917'
 OF1917'4.0 FT S. OF CONCRETE SIDEWALK
 OF1917'
 OF1917'3.3 FT W. OF UTILITY POLE RGE 3, 6, 21
 OF1917'
 OF1917'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1917'1312 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT.
 OF1917
 OF1917                          STATION RECOVERY (1976)
 OF1917
 OF1917'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1917'NO TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1209 ***********************************************************************
 NA1209  DESIGNATION -  1313
 NA1209  PID         -  NA1209
 NA1209  STATE/COUNTY-  NY/OTSEGO
 NA1209  USGS QUAD   -  SCHUYLER LAKE (1981)
 NA1209
 NA1209                         *CURRENT SURVEY CONTROL
 NA1209  ___________________________________________________________________
 NA1209* NAD 83(1986)-  42 46 50.     (N)    075 01 40.     (W)     SCALED    
 NA1209* NAVD 88     -       399.971  (meters)    1312.24   (feet)  ADJUSTED  
 NA1209  ___________________________________________________________________
 NA1209  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NA1209  DYNAMIC HT  -         399.839 (meters)    1311.81  (feet)  COMP
 NA1209  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 NA1209
 NA1209  VERT ORDER  -  SECOND    CLASS 0
 NA1209
 NA1209.The horizontal coordinates were scaled from a topographic map and have
 NA1209.an estimated accuracy of +/- 6 seconds.
 NA1209
 NA1209.The orthometric height was determined by differential leveling
 NA1209.and adjusted by the National Geodetic Survey in June 1991..
 NA1209
 NA1209.The geoid height was determined by GEOID03.
 NA1209
 NA1209.The dynamic height is computed by dividing the NAVD 88
 NA1209.geopotential number by the normal gravity value computed on the
 NA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1209.degrees latitude (g = 980.6199 gals.).
 NA1209
 NA1209.The modeled gravity was interpolated from observed gravity values.
 NA1209
 NA1209;                    North         East    Units  Estimated Accuracy
 NA1209;SPC NY E     -   438,430.      106,820.      MT  (+/- 180 meters Scaled)
 NA1209
 NA1209                          SUPERSEDED SURVEY CONTROL
 NA1209
 NA1209  NGVD 29 (??/??/92)  400.112  (m)         1312.70   (f) ADJ UNCH    2 0
 NA1209
 NA1209.Superseded values are not recommended for survey control.
 NA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1209.See file dsdata.txt to determine how the superseded data were derived.
 NA1209
 NA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN977364(NAD 83)
 NA1209_MARKER: DB = BENCH MARK DISK
 NA1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1209_SP_SET: WALL
 NA1209_STAMPING: 1313 ADJ 1903
 NA1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1209
 NA1209  HISTORY     - Date     Condition        Report By
 NA1209  HISTORY     - 1903     MONUMENTED       USGS
 NA1209  HISTORY     - 1942     GOOD             NGS
 NA1209
 NA1209                          STATION DESCRIPTION
 NA1209
 NA1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1209'AT SCHUYLER LAKE.
 NA1209'AT SCHUYLER LAKE, OTSEGO COUNTY, ABOUT 55 YARDS NORTHEAST OF THE
 NA1209'INTERSECTION OF STATE HIGHWAY 28 AND A ROAD, AT THE UNIVERSALIST
 NA1209'CHURCH, IN THE SOUTH END OF THE WEST WALL, 1 FOOT NORTH OF THE
 NA1209'SOUTHWEST CORNER, AND 2 FEET ABOVE THE CONCRETE FLOOR.  A UNITED
 NA1209'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1313 ADJ 1903 AND SET
 NA1209'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1921 ***********************************************************************
 OF1921  DESIGNATION -  1313 MCGS 1972
 OF1921  PID         -  OF1921
 OF1921  STATE/COUNTY-  NY/MONROE
 OF1921  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1921
 OF1921                         *CURRENT SURVEY CONTROL
 OF1921  ___________________________________________________________________
 OF1921* NAD 83(1996)-  43 14 54.65405(N)    077 35 50.04266(W)     ADJUSTED  
 OF1921* NAVD 88     -        79.0    (meters)     259.     (feet)  VERTCON   
 OF1921  ___________________________________________________________________
 OF1921  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 OF1921  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OF1921
 OF1921  HORZ ORDER  -  SECOND
 OF1921
 OF1921.The horizontal coordinates were established by classical geodetic methods
 OF1921.and adjusted by the National Geodetic Survey in January 1999..
 OF1921
 OF1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1921
 OF1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1921
 OF1921.The geoid height was determined by GEOID03.
 OF1921
 OF1921;                    North         East     Units Scale Factor Converg.
 OF1921;SPC NY W     -   361,249.288   430,077.916   MT  1.00001635   +0 40 32.4
 OF1921;SPC NY W     - 1,185,198.71  1,411,013.96   sFT  1.00001635   +0 40 32.4
 OF1921;UTM  18      - 4,791,688.025   289,154.377   MT  1.00014690   -1 46 48.7
 OF1921
 OF1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1921!SPC NY W     -   0.99999324  x   1.00001635  =   1.00000959
 OF1921!UTM  18      -   0.99999324  x   1.00014690  =   1.00014014
 OF1921
 OF1921                          SUPERSEDED SURVEY CONTROL
 OF1921
 OF1921  NAD 83(1986)-  43 14 54.66039(N)    077 35 50.04142(W) AD(       ) 2
 OF1921  NAD 27      -  43 14 54.43786(N)    077 35 51.03431(W) AD(       ) 2
 OF1921  NGVD 29 (07/19/86)   79.2    (m)          260.     (f) VERT ANG       
 OF1921
 OF1921.Superseded values are not recommended for survey control.
 OF1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1921.See file dsdata.txt to determine how the superseded data were derived.
 OF1921
 OF1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8915491688(NAD 83)
 OF1921_MARKER: DD = SURVEY DISK
 OF1921_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1921
 OF1921  HISTORY     - Date     Condition        Report By
 OF1921  HISTORY     - 1973     MONUMENTED       NY-055
 OF1921  HISTORY     - 1976     GOOD             NY-055
 OF1921  HISTORY     - 19981003 GOOD             USPSQD
 OF1921
 OF1921                          STATION DESCRIPTION
 OF1921
 OF1921'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1921'IN THE TOWN OF IRONDEQUOIT AT THE INTERSECTION OF ST. PAUL
 OF1921'BLVD. AND PATTENWOOD DRIVE
 OF1921'
 OF1921'27.5 FT E. OF CENTERLINE OF ST. PAUL BLVD.
 OF1921'
 OF1921'17.6 FT S. OF EXTENDED CENTERLINE OF PATTENWOOD DRIVE
 OF1921'
 OF1921'35.9 FT S. OF UTILITY POLE RGE 254A, 1135 RTC 401
 OF1921'
 OF1921'82.0 FT S.E. OF HYDRANT
 OF1921'
 OF1921'76.7 FT S.E. OF UTILITY POLE RTC 1125, 301
 OF1921'
 OF1921'52.0 FT W. OF UTILITY POLE RGE 253, RTC 302
 OF1921'
 OF1921'31.7 FT E. OF MANHOLE
 OF1921'
 OF1921'7.9 FT N.E. OF DI
 OF1921'
 OF1921'13.8 FT N.E. OF LIGHT POLE
 OF1921'
 OF1921'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1921'1313 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1921
 OF1921                          STATION RECOVERY (1976)
 OF1921
 OF1921'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1921'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1921
 OF1921                          STATION RECOVERY (1998)
 OF1921
 OF1921'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1920 ***********************************************************************
 OF1920  DESIGNATION -  1314 MCGS 1972
 OF1920  PID         -  OF1920
 OF1920  STATE/COUNTY-  NY/MONROE
 OF1920  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1920
 OF1920                         *CURRENT SURVEY CONTROL
 OF1920  ___________________________________________________________________
 OF1920* NAD 83(1996)-  43 14 49.25815(N)    077 35 50.10687(W)     ADJUSTED  
 OF1920* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 OF1920  ___________________________________________________________________
 OF1920  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 OF1920  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1920
 OF1920  HORZ ORDER  -  SECOND
 OF1920
 OF1920.The horizontal coordinates were established by classical geodetic methods
 OF1920.and adjusted by the National Geodetic Survey in January 1999..
 OF1920
 OF1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1920
 OF1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1920
 OF1920.The geoid height was determined by GEOID03.
 OF1920
 OF1920;                    North         East     Units Scale Factor Converg.
 OF1920;SPC NY W     -   361,082.759   430,078.432   MT  1.00001635   +0 40 32.3
 OF1920;SPC NY W     - 1,184,652.35  1,411,015.66   sFT  1.00001635   +0 40 32.3
 OF1920;UTM  18      - 4,791,521.606   289,147.755   MT  1.00014693   -1 46 48.5
 OF1920
 OF1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1920!SPC NY W     -   0.99999266  x   1.00001635  =   1.00000901
 OF1920!UTM  18      -   0.99999266  x   1.00014693  =   1.00013959
 OF1920
 OF1920                          SUPERSEDED SURVEY CONTROL
 OF1920
 OF1920  NAD 83(1986)-  43 14 49.26433(N)    077 35 50.10567(W) AD(       ) 2
 OF1920  NAD 27      -  43 14 49.04149(N)    077 35 51.09873(W) AD(       ) 2
 OF1920  NGVD 29 (07/19/86)   82.9    (m)          272.     (f) VERT ANG       
 OF1920
 OF1920.Superseded values are not recommended for survey control.
 OF1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1920.See file dsdata.txt to determine how the superseded data were derived.
 OF1920
 OF1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8914891522(NAD 83)
 OF1920_MARKER: DD = SURVEY DISK
 OF1920_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1920
 OF1920  HISTORY     - Date     Condition        Report By
 OF1920  HISTORY     - 1972     MONUMENTED       NY-055
 OF1920  HISTORY     - 1976     GOOD             NY-055
 OF1920  HISTORY     - 19981003 MARK NOT FOUND   USPSQD
 OF1920
 OF1920                          STATION DESCRIPTION
 OF1920
 OF1920'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1920'IN THE TOWN OF IRONDEQUOIT ON ST. PAUL BLVD.
 OF1920'
 OF1920'96.0 FT S. OF EXTENDED CENTERLINE OF LAKESHORE BLVD.
 OF1920'
 OF1920'21.8 FT W. OF CENTERLINE OF ST. PAUL BLVD.
 OF1920'
 OF1920'58.4 FT W. OF HYDRANT
 OF1920'
 OF1920'29.4 FT W. OF N. MANHOLE
 OF1920'
 OF1920'34.6 FT W OF S. MANHOLE
 OF1920'
 OF1920'44.7 FT N.E. OF UTILITY POLE RGE 308, 248
 OF1920'
 OF1920'52.3 FT S.E. OF S. CORNER OF HOUSE 4923
 OF1920'
 OF1920'60.3 FT S.E. OF UTILITY POLE 507, 249.
 OF1920'
 OF1920'25.2 S. OF RANGE LINE OF HOUSE 4923
 OF1920'
 OF1920'2.4 FT E. OF MONROE COUNTY WITNESS POST.
 OF1920'
 OF1920'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1920'1314 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT.
 OF1920
 OF1920                          STATION RECOVERY (1976)
 OF1920
 OF1920'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1920'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1920
 OF1920                          STATION RECOVERY (1998)
 OF1920
 OF1920'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1215 ***********************************************************************
 NA1215  DESIGNATION -  1315
 NA1215  PID         -  NA1215
 NA1215  STATE/COUNTY-  NY/HERKIMER
 NA1215  USGS QUAD   -  MILLERS MILLS (1943)
 NA1215
 NA1215                         *CURRENT SURVEY CONTROL
 NA1215  ___________________________________________________________________
 NA1215* NAD 83(1986)-  42 57 38.     (N)    075 00 52.     (W)     SCALED    
 NA1215* NAVD 88     -       400.827  (meters)    1315.05   (feet)  ADJUSTED  
 NA1215  ___________________________________________________________________
 NA1215  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NA1215  DYNAMIC HT  -         400.705 (meters)    1314.65  (feet)  COMP
 NA1215  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 NA1215
 NA1215  VERT ORDER  -  SECOND    CLASS 0
 NA1215
 NA1215.The horizontal coordinates were scaled from a topographic map and have
 NA1215.an estimated accuracy of +/- 6 seconds.
 NA1215
 NA1215.The orthometric height was determined by differential leveling
 NA1215.and adjusted by the National Geodetic Survey in June 1991..
 NA1215
 NA1215.The geoid height was determined by GEOID03.
 NA1215
 NA1215.The dynamic height is computed by dividing the NAVD 88
 NA1215.geopotential number by the normal gravity value computed on the
 NA1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1215.degrees latitude (g = 980.6199 gals.).
 NA1215
 NA1215.The modeled gravity was interpolated from observed gravity values.
 NA1215
 NA1215;                    North         East    Units  Estimated Accuracy
 NA1215;SPC NY E     -   458,420.      108,030.      MT  (+/- 180 meters Scaled)
 NA1215
 NA1215                          SUPERSEDED SURVEY CONTROL
 NA1215
 NA1215  NGVD 29 (??/??/92)  400.969  (m)         1315.51   (f) ADJ UNCH    2 0
 NA1215
 NA1215.Superseded values are not recommended for survey control.
 NA1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1215.See file dsdata.txt to determine how the superseded data were derived.
 NA1215
 NA1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN988564(NAD 83)
 NA1215_MARKER: DD = SURVEY DISK
 NA1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1215_SP_SET: FOUNDATION
 NA1215_STAMPING: 1315 ADJ 1903
 NA1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1215
 NA1215  HISTORY     - Date     Condition        Report By
 NA1215  HISTORY     - 1903     MONUMENTED       USGS
 NA1215  HISTORY     - 1936     GOOD             NGS
 NA1215
 NA1215                          STATION DESCRIPTION
 NA1215
 NA1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NA1215'AT DENISON CORNERS.
 NA1215'AT DENISON CORNERS, HERKIMER COUNTY, ON STATE HIGHWAY 28, 93 FEET
 NA1215'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE JORDANVILLE ROAD,
 NA1215'76 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET NORTH OF THE
 NA1215'CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 NA1215'L.A. WOLLABER HOUSE IN 1940, IN THE SOUTH END OF THE WEST FOUNDATION,
 NA1215'ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1-1/2 FEET ABOVE THE
 NA1215'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NA1215'1315 ADJ 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0878 ***********************************************************************
 LY0878  DESIGNATION -  1315
 LY0878  PID         -  LY0878
 LY0878  STATE/COUNTY-  NY/SULLIVAN
 LY0878  USGS QUAD   -  MONTICELLO (1982)
 LY0878
 LY0878                         *CURRENT SURVEY CONTROL
 LY0878  ___________________________________________________________________
 LY0878* NAD 83(1986)-  41 44 09.     (N)    074 40 26.     (W)     SCALED    
 LY0878* NAVD 88     -       401.623  (meters)    1317.66   (feet)  POSTED    
 LY0878  ___________________________________________________________________
 LY0878  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LY0878  DYNAMIC HT  -         401.460 (meters)    1317.12  (feet)  COMP
 LY0878  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 LY0878
 LY0878  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LY0878
 LY0878.The horizontal coordinates were scaled from a topographic map and have
 LY0878.an estimated accuracy of +/- 6 seconds.
 LY0878
 LY0878.The orthometric height was determined by differential leveling
 LY0878.and adjusted by the National Geodetic Survey in 1992..
 LY0878.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LY0878.rate of 1.1 thru 2.0 mm/km.
 LY0878
 LY0878.The geoid height was determined by GEOID03.
 LY0878
 LY0878.The dynamic height is computed by dividing the NAVD 88
 LY0878.geopotential number by the normal gravity value computed on the
 LY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0878.degrees latitude (g = 980.6199 gals.).
 LY0878
 LY0878.The modeled gravity was interpolated from observed gravity values.
 LY0878
 LY0878;                    North         East    Units  Estimated Accuracy
 LY0878;SPC NY E     -   322,280.      135,540.      MT  (+/- 180 meters Scaled)
 LY0878
 LY0878                          SUPERSEDED SURVEY CONTROL
 LY0878
 LY0878  NGVD 29 (??/??/92)  401.797  (m)         1318.23   (f) ADJ UNCH    2 0
 LY0878
 LY0878.Superseded values are not recommended for survey control.
 LY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0878.See file dsdata.txt to determine how the superseded data were derived.
 LY0878
 LY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM271204(NAD 83)
 LY0878_MARKER: DD = SURVEY DISK
 LY0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0878_SP_SET: BUILDING FOUNDATION
 LY0878_STAMPING: 1315 ADJ 1903
 LY0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0878
 LY0878  HISTORY     - Date     Condition        Report By
 LY0878  HISTORY     - 1903     MONUMENTED       USGS
 LY0878  HISTORY     - 1973     GOOD             NGS
 LY0878
 LY0878                          STATION DESCRIPTION
 LY0878
 LY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LY0878'IN HURLEYVILLE.
 LY0878'VILLAGE OF HURLEYVILLE IS ABOUT 2-1/2 MILES SOUTH FROM LOCH
 LY0878'SHELDRAKE.  THE RAILROAD TRACKS HAVE BEEN REMOVED, APPARENTLY
 LY0878'THE OLD STATION WAS CALLED LUZON, WHICH IS LISTED IN OLD
 LY0878'DESCRIPTION.  THE MARK IS 50 YARDS EAST OF THE HURLEYVILLE POST
 LY0878'OFFICE AND ON EAST SIDE OF MAIN STREET (STATE HIGHWAY 42) OPPOSITE
 LY0878'T-JUNCTION OF STREET RUNNING WEST TO POST OFFICE, SET VERTICALLY
 LY0878'IN NORTHWEST CORNER OF BROWN STONE STORE BUILDING FOUNDATION
 LY0878'ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1919 ***********************************************************************
 OF1919  DESIGNATION -  1315 MCGS 1972
 OF1919  PID         -  OF1919
 OF1919  STATE/COUNTY-  NY/MONROE
 OF1919  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1919
 OF1919                         *CURRENT SURVEY CONTROL
 OF1919  ___________________________________________________________________
 OF1919* NAD 83(1996)-  43 14 44.72990(N)    077 35 55.34043(W)     ADJUSTED  
 OF1919* NAVD 88     -        88.4    (meters)     290.     (feet)  VERTCON   
 OF1919  ___________________________________________________________________
 OF1919  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OF1919  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1919
 OF1919  HORZ ORDER  -  SECOND
 OF1919
 OF1919.The horizontal coordinates were established by classical geodetic methods
 OF1919.and adjusted by the National Geodetic Survey in January 1999..
 OF1919
 OF1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1919
 OF1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1919
 OF1919.The geoid height was determined by GEOID03.
 OF1919
 OF1919;                    North         East     Units Scale Factor Converg.
 OF1919;SPC NY W     -   360,941.632   429,962.018   MT  1.00001613   +0 40 28.7
 OF1919;SPC NY W     - 1,184,189.34  1,410,633.72   sFT  1.00001613   +0 40 28.7
 OF1919;UTM  18      - 4,791,385.578   289,025.385   MT  1.00014757   -1 46 52.0
 OF1919
 OF1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1919!SPC NY W     -   0.99999176  x   1.00001613  =   1.00000789
 OF1919!UTM  18      -   0.99999176  x   1.00014757  =   1.00013933
 OF1919
 OF1919|---------------------------------------------------------------------|
 OF1919| PID    Reference Object                     Distance      Geod. Az  |
 OF1919|                                                           dddmmss.s |
 OF1919| OF1920 1314 MCGS 1972                      182.943 METERS 04012     |
 OF1919| OF1996 FARREL 1925 ECC 1976                APPROX. 0.6 KM 1824644.9 |
 OF1919|---------------------------------------------------------------------|
 OF1919
 OF1919                          SUPERSEDED SURVEY CONTROL
 OF1919
 OF1919  NAD 83(1986)-  43 14 44.73616(N)    077 35 55.33923(W) AD(       ) 2
 OF1919  NAD 27      -  43 14 44.51374(N)    077 35 56.33207(W) AD(       ) 2
 OF1919  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) VERT ANG       
 OF1919
 OF1919.Superseded values are not recommended for survey control.
 OF1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1919.See file dsdata.txt to determine how the superseded data were derived.
 OF1919
 OF1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8902591386(NAD 83)
 OF1919_MARKER: DD = SURVEY DISK
 OF1919_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1919
 OF1919  HISTORY     - Date     Condition        Report By
 OF1919  HISTORY     - 1973     MONUMENTED       NY-055
 OF1919  HISTORY     - 1976     GOOD             NY-055
 OF1919  HISTORY     - 19981003 GOOD             USPSQD
 OF1919
 OF1919                          STATION DESCRIPTION
 OF1919
 OF1919'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1919'IN THE TOWN OF IRONDEQUOIT AT THE CORNER OF ST. PAUL BLVD. AND
 OF1919'ONTARIO VIEW STREET
 OF1919'
 OF1919'41.7 FT W. OF CENTERLINE OF ST. PAUL BLVD.
 OF1919'
 OF1919'18.4 FT N. OF CENTERLINE OF ONTARIO VIEW STREET
 OF1919'
 OF1919'57.5 FT W. OF UTILITY POLE RGE 241 RTC 283
 OF1919'
 OF1919'31.5 FT W. OF N. MANHOLE ON ST. PAUL BLVD.
 OF1919'
 OF1919'38.0 FT N.W. OF S. MANHOLE ON ST. PAUL BLVD.
 OF1919'
 OF1919'16.3 FT N. OF MANHOLE ON ONTARIO VIEW STREET
 OF1919'
 OF1919'27.4 FT S.W. OF HYDRANT
 OF1919'
 OF1919'35.2 FT S.W. LIGHT POLE
 OF1919'
 OF1919'2.1 FT S. OF MCWP
 OF1919'
 OF1919'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1919'1315 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 OF1919
 OF1919                          STATION RECOVERY (1976)
 OF1919
 OF1919'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1919'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1919
 OF1919                          STATION RECOVERY (1998)
 OF1919
 OF1919'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1918 ***********************************************************************
 OF1918  DESIGNATION -  1316
 OF1918  PID         -  OF1918
 OF1918  STATE/COUNTY-  NY/MONROE
 OF1918  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1918
 OF1918                         *CURRENT SURVEY CONTROL
 OF1918  ___________________________________________________________________
 OF1918* NAD 83(1996)-  43 13 29.11031(N)    077 35 55.72556(W)     ADJUSTED  
 OF1918* NAVD 88     -       113.6    (meters)     373.     (feet)  VERTCON   
 OF1918  ___________________________________________________________________
 OF1918  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 OF1918  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1918
 OF1918  HORZ ORDER  -  SECOND
 OF1918
 OF1918.The horizontal coordinates were established by classical geodetic methods
 OF1918.and adjusted by the National Geodetic Survey in January 1999..
 OF1918
 OF1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1918
 OF1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1918
 OF1918.The geoid height was determined by GEOID03.
 OF1918
 OF1918;                    North         East     Units Scale Factor Converg.
 OF1918;SPC NY W     -   358,608.005   429,980.799   MT  1.00001616   +0 40 27.5
 OF1918;SPC NY W     - 1,176,533.10  1,410,695.34   sFT  1.00001616   +0 40 27.5
 OF1918;UTM  18      - 4,789,052.982   288,944.168   MT  1.00014799   -1 46 49.7
 OF1918
 OF1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1918!SPC NY W     -   0.99998780  x   1.00001616  =   1.00000396
 OF1918!UTM  18      -   0.99998780  x   1.00014799  =   1.00013579
 OF1918
 OF1918|---------------------------------------------------------------------|
 OF1918| PID    Reference Object                     Distance      Geod. Az  |
 OF1918|                                                           dddmmss.s |
 OF1918| OF1779 KLEM 1925                           164.392 METERS 18031     |
 OF1918| OF1807 APPLE 1925                          367.571 METERS 34546     |
 OF1918|---------------------------------------------------------------------|
 OF1918
 OF1918                          SUPERSEDED SURVEY CONTROL
 OF1918
 OF1918  NAD 83(1986)-  43 13 29.11705(N)    077 35 55.72470(W) AD(       ) 2
 OF1918  NAD 27      -  43 13 28.89307(N)    077 35 56.71895(W) AD(       ) 2
 OF1918  NGVD 29 (07/19/86)  113.8    (m)          373.     (f) VERT ANG       
 OF1918
 OF1918.Superseded values are not recommended for survey control.
 OF1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1918.See file dsdata.txt to determine how the superseded data were derived.
 OF1918
 OF1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8894489053(NAD 83)
 OF1918_MARKER: DD = SURVEY DISK
 OF1918_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1918
 OF1918  HISTORY     - Date     Condition        Report By
 OF1918  HISTORY     - 1973     MONUMENTED       NY-055
 OF1918  HISTORY     - 1976     GOOD             NY-055
 OF1918  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1918  HISTORY     - 19981003 GOOD             USPSQD
 OF1918
 OF1918                          STATION DESCRIPTION
 OF1918
 OF1918'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1918'IN THE TOWN OF IRONDEQUOIT ON ST. PAUL BLVD. 0.1 MI. N. OF
 OF1918'COOPER RD.
 OF1918'
 OF1918'25.5 FT W. OF CENTERLINE OF ST. PAUL BLVD.
 OF1918'
 OF1918'65.1 FT S.W. OF UTILITY POLE RGE 159
 OF1918'
 OF1918'21.1 FT S.W. OF N. MANHOLE
 OF1918'
 OF1918'55.7 FT N.W. OF S. MANHOLE
 OF1918'
 OF1918'71.0 FT N.W. OF LIGHT POLE 60
 OF1918'
 OF1918'65.0 FT N. OF RANGE LINE OF HOUSE 3810
 OF1918'
 OF1918'6.0 FT W. OF CURVE
 OF1918'
 OF1918'7.2 FT E. OF MCWP
 OF1918'
 OF1918'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 1316
 OF1918'IN THE TOP OF A CONCRETE POST COVERED 0.7 FT.
 OF1918
 OF1918                          STATION RECOVERY (1976)
 OF1918
 OF1918'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1918'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1918
 OF1918                          STATION RECOVERY (1990)
 OF1918
 OF1918'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLL)
 OF1918'MARK NOT FOUND.
 OF1918
 OF1918                          STATION RECOVERY (1998)
 OF1918
 OF1918'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0939 ***********************************************************************
 NB0939  DESIGNATION -  1317 DUNKIRK
 NB0939  PID         -  NB0939
 NB0939  STATE/COUNTY-  NY/STEUBEN
 NB0939  USGS QUAD   -  NAPLES (1976)
 NB0939
 NB0939                         *CURRENT SURVEY CONTROL
 NB0939  ___________________________________________________________________
 NB0939* NAD 83(1986)-  42 33 12.     (N)    077 28 24.     (W)     SCALED    
 NB0939* NAVD 88     -       401.630  (meters)    1317.68   (feet)  ADJUSTED  
 NB0939  ___________________________________________________________________
 NB0939  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NB0939  DYNAMIC HT  -         401.489 (meters)    1317.22  (feet)  COMP
 NB0939  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 NB0939
 NB0939  VERT ORDER  -  SECOND    CLASS 0
 NB0939
 NB0939.The horizontal coordinates were scaled from a topographic map and have
 NB0939.an estimated accuracy of +/- 6 seconds.
 NB0939
 NB0939.The orthometric height was determined by differential leveling
 NB0939.and adjusted by the National Geodetic Survey in June 1991..
 NB0939
 NB0939.The geoid height was determined by GEOID03.
 NB0939
 NB0939.The dynamic height is computed by dividing the NAVD 88
 NB0939.geopotential number by the normal gravity value computed on the
 NB0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0939.degrees latitude (g = 980.6199 gals.).
 NB0939
 NB0939.The modeled gravity was interpolated from observed gravity values.
 NB0939
 NB0939;                    North         East    Units  Estimated Accuracy
 NB0939;SPC NY C     -   283,940.      176,910.      MT  (+/- 180 meters Scaled)
 NB0939
 NB0939                          SUPERSEDED SURVEY CONTROL
 NB0939
 NB0939  NGVD 29 (??/??/92)  401.758  (m)         1318.10   (f) ADJ UNCH    2 0
 NB0939
 NB0939.Superseded values are not recommended for survey control.
 NB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0939.See file dsdata.txt to determine how the superseded data were derived.
 NB0939
 NB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN969141(NAD 83)
 NB0939_MARKER: DD = SURVEY DISK
 NB0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0939_SP_SET: BUILDING
 NB0939_STAMPING: 1317 DUNKIRK (USGS)
 NB0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0939
 NB0939  HISTORY     - Date     Condition        Report By
 NB0939  HISTORY     - UNK      MONUMENTED       USGS
 NB0939  HISTORY     - 1934     GOOD             NGS
 NB0939
 NB0939                          STATION DESCRIPTION
 NB0939
 NB0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0939'AT ATLANTA.
 NB0939'IN THE TOWN OF ATLANTA, ON THE WEST FACE OF THE ATLANTA PRESBYTERIAN
 NB0939'CHURCH, 81.5 FEET EAST OF THE CENTER LINE OF MAIN STREET, 13.8
 NB0939'FEET SOUTH OF THE EXTREME NORTH SIDE, 6 FEET SOUTH OF THE CENTER
 NB0939'LINE OF THE ENTRANCE, 3.8 FEET ABOVE THE GROUND, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1984 ***********************************************************************
 OF1984  DESIGNATION -  1317 MCGS 1972
 OF1984  PID         -  OF1984
 OF1984  STATE/COUNTY-  NY/MONROE
 OF1984  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1984
 OF1984                         *CURRENT SURVEY CONTROL
 OF1984  ___________________________________________________________________
 OF1984* NAD 83(1996)-  43 12 38.24011(N)    077 35 53.57968(W)     ADJUSTED  
 OF1984* NAVD 88     -       121.0    (meters)     397.     (feet)  VERTCON   
 OF1984  ___________________________________________________________________
 OF1984  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 OF1984  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1984
 OF1984  HORZ ORDER  -  SECOND
 OF1984
 OF1984.The horizontal coordinates were established by classical geodetic methods
 OF1984.and adjusted by the National Geodetic Survey in January 1999..
 OF1984
 OF1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1984
 OF1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1984
 OF1984.The geoid height was determined by GEOID03.
 OF1984
 OF1984;                    North         East     Units Scale Factor Converg.
 OF1984;SPC NY W     -   357,038.791   430,047.708   MT  1.00001630   +0 40 28.3
 OF1984;SPC NY W     - 1,171,384.77  1,410,914.86   sFT  1.00001630   +0 40 28.3
 OF1984;UTM  18      - 4,787,482.135   288,943.813   MT  1.00014799   -1 46 46.6
 OF1984
 OF1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1984!SPC NY W     -   0.99998663  x   1.00001630  =   1.00000293
 OF1984!UTM  18      -   0.99998663  x   1.00014799  =   1.00013462
 OF1984
 OF1984                          SUPERSEDED SURVEY CONTROL
 OF1984
 OF1984  NAD 83(1986)-  43 12 38.24683(N)    077 35 53.57904(W) AD(       ) 2
 OF1984  NAD 27      -  43 12 38.02179(N)    077 35 54.57508(W) AD(       ) 2
 OF1984  NGVD 29 (07/19/86)  121.2    (m)          398.     (f) VERT ANG       
 OF1984
 OF1984.Superseded values are not recommended for survey control.
 OF1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1984.See file dsdata.txt to determine how the superseded data were derived.
 OF1984
 OF1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8894487482(NAD 83)
 OF1984_MARKER: DD = SURVEY DISK
 OF1984_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1984
 OF1984  HISTORY     - Date     Condition        Report By
 OF1984  HISTORY     - 1973     MONUMENTED       NY-055
 OF1984  HISTORY     - 1976     GOOD             NY-055
 OF1984  HISTORY     - 19981003 GOOD             USPSQD
 OF1984
 OF1984                          STATION DESCRIPTION
 OF1984
 OF1984'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1984'IN THE TOWN OF IRONDEQUOIT, AT THE INTERSECTION OF TITUS AVENUE
 OF1984'AND COOPER ROAD.
 OF1984'
 OF1984'22.6 FT S. OF CENTERLINE OF TITUS AVENUE
 OF1984'
 OF1984'12.7 FT E. OF EXTENDED CENTERLINE OF COOPER ROAD
 OF1984'
 OF1984'41.4 FT S.E. OF NORTHERN MOST MANHOLE
 OF1984'
 OF1984'20.1 FT W. OF ASPHALT DRIVEWAY TO STORES
 OF1984'
 OF1984'8.7 FT N.W. OF TRAFFIC LIGHT POLE
 OF1984'
 OF1984'25.2 FT N. OF CONCRETE SIDEWALK
 OF1984'
 OF1984'18.0 FT E. OF 4 IN IRON PIPE FENCE ABOVE GRADE
 OF1984'
 OF1984'22.8 FT S.E. OF MOST EASTERLY MANHOLE.
 OF1984'
 OF1984'6.4 FT W. OF MCWP
 OF1984'
 OF1984'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1984'1317 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 OF1984
 OF1984                          STATION RECOVERY (1976)
 OF1984
 OF1984'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1984'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1984
 OF1984                          STATION RECOVERY (1998)
 OF1984
 OF1984'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0259 ***********************************************************************
 NC0259  DESIGNATION -  1318
 NC0259  PID         -  NC0259
 NC0259  STATE/COUNTY-  NY/CATTARAUGUS
 NC0259  USGS QUAD   -  STEAMBURG (1980)
 NC0259
 NC0259                         *CURRENT SURVEY CONTROL
 NC0259  ___________________________________________________________________
 NC0259* NAD 83(1986)-  42 03 08.     (N)    078 53 18.     (W)     SCALED    
 NC0259* NAVD 88     -       401.492  (meters)    1317.23   (feet)  ADJUSTED  
 NC0259  ___________________________________________________________________
 NC0259  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NC0259  DYNAMIC HT  -         401.337 (meters)    1316.72  (feet)  COMP
 NC0259  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 NC0259
 NC0259  VERT ORDER  -  FIRST     CLASS II
 NC0259
 NC0259.The horizontal coordinates were scaled from a topographic map and have
 NC0259.an estimated accuracy of +/- 6 seconds.
 NC0259
 NC0259.The orthometric height was determined by differential leveling
 NC0259.and adjusted by the National Geodetic Survey in June 1991..
 NC0259
 NC0259.The geoid height was determined by GEOID03.
 NC0259
 NC0259.The dynamic height is computed by dividing the NAVD 88
 NC0259.geopotential number by the normal gravity value computed on the
 NC0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0259.degrees latitude (g = 980.6199 gals.).
 NC0259
 NC0259.The modeled gravity was interpolated from observed gravity values.
 NC0259
 NC0259;                    North         East    Units  Estimated Accuracy
 NC0259;SPC NY W     -   227,940.      324,750.      MT  (+/- 180 meters Scaled)
 NC0259
 NC0259                          SUPERSEDED SURVEY CONTROL
 NC0259
 NC0259  NGVD 29 (??/??/92)  401.654  (m)         1317.76   (f) ADJ UNCH    1 2
 NC0259
 NC0259.Superseded values are not recommended for survey control.
 NC0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0259.See file dsdata.txt to determine how the superseded data were derived.
 NC0259
 NC0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG747577(NAD 83)
 NC0259_MARKER: DD = SURVEY DISK
 NC0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0259_SP_SET: BRIDGE
 NC0259_STAMPING: 1318 1921
 NC0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0259
 NC0259  HISTORY     - Date     Condition        Report By
 NC0259  HISTORY     - 1921     MONUMENTED       USGS
 NC0259  HISTORY     - 1941     GOOD             NGS
 NC0259  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 NC0259
 NC0259                          STATION DESCRIPTION
 NC0259
 NC0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NC0259'1.03 MI S FROM QUAKER BRIDGE.
 NC0259'ALONG THE P.R.R., SET IN THE EAST END OF THE NORTH BRIDGE SEAT OF
 NC0259'RAILROAD BRIDGE NO. 84-26, 4.5 FEET LOWER THAN THE TOP OF RAIL, 12
 NC0259'FEET EAST OF EAST RAIL. 1316 USGS IS DESCRIBED AS BEING IN THIS
 NC0259'BRIDGE, APPARANTLY THIS MARK REPLACES THE ALUMINUM TABLET DESCRIBED IN
 NC0259'THE COAST AND GEODETIC SURVEY REPORT OF 1903, APPENDIX NO. 3, PAGE
 NC0259'739.
 NC0259
 NC0259                          STATION RECOVERY (2002)
 NC0259
 NC0259'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1924 ***********************************************************************
 OF1924  DESIGNATION -  1318 MCGS 1972
 OF1924  PID         -  OF1924
 OF1924  STATE/COUNTY-  NY/MONROE
 OF1924  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1924
 OF1924                         *CURRENT SURVEY CONTROL
 OF1924  ___________________________________________________________________
 OF1924* NAD 83(1996)-  43 12 39.95962(N)    077 35 08.16803(W)     ADJUSTED  
 OF1924* NAVD 88     -       118.8    (meters)     390.     (feet)  VERTCON   
 OF1924  ___________________________________________________________________
 OF1924  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 OF1924  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF1924
 OF1924  HORZ ORDER  -  SECOND
 OF1924
 OF1924.The horizontal coordinates were established by classical geodetic methods
 OF1924.and adjusted by the National Geodetic Survey in January 1999..
 OF1924
 OF1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1924
 OF1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1924
 OF1924.The geoid height was determined by GEOID03.
 OF1924
 OF1924;                    North         East     Units Scale Factor Converg.
 OF1924;SPC NY W     -   357,103.997   431,072.086   MT  1.00001832   +0 40 59.4
 OF1924;SPC NY W     - 1,171,598.70  1,414,275.67   sFT  1.00001832   +0 40 59.4
 OF1924;UTM  18      - 4,787,503.421   289,970.176   MT  1.00014268   -1 46 15.5
 OF1924
 OF1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1924!SPC NY W     -   0.99998698  x   1.00001832  =   1.00000530
 OF1924!UTM  18      -   0.99998698  x   1.00014268  =   1.00012966
 OF1924
 OF1924:                Primary Azimuth Mark                     Grid Az
 OF1924:SPC NY W     -  141 1 MCGS 1969                          088 46 53.5
 OF1924:UTM  18      -  141 1 MCGS 1969                          091 14 08.4
 OF1924
 OF1924|---------------------------------------------------------------------|
 OF1924| PID    Reference Object                     Distance      Geod. Az  |
 OF1924|                                                           dddmmss.s |
 OF1924| OF1927 141 1 MCGS 1969                     430.079 METERS 0892752.9 |
 OF1924|---------------------------------------------------------------------|
 OF1924
 OF1924                          SUPERSEDED SURVEY CONTROL
 OF1924
 OF1924  NAD 83(1986)-  43 12 39.96663(N)    077 35 08.16738(W) AD(       ) 2
 OF1924  NAD 27      -  43 12 39.74267(N)    077 35 09.16352(W) AD(       ) 2
 OF1924  NGVD 29 (07/19/86)  119.0    (m)          390.     (f) VERT ANG       
 OF1924
 OF1924.Superseded values are not recommended for survey control.
 OF1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1924.See file dsdata.txt to determine how the superseded data were derived.
 OF1924
 OF1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8997087503(NAD 83)
 OF1924_MARKER: DD = SURVEY DISK
 OF1924_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1924
 OF1924  HISTORY     - Date     Condition        Report By
 OF1924  HISTORY     - 1972     MONUMENTED       NY-055
 OF1924  HISTORY     - 1976     GOOD             NY-055
 OF1924  HISTORY     - 19980425 GOOD             USPSQD
 OF1924
 OF1924                          STATION DESCRIPTION
 OF1924
 OF1924'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1924'IN THE TOWN OF IRONDEQUOIT AT THE INTERSECTION OF TITUS AVENUE
 OF1924'AND OAKVIEW DRIVE.
 OF1924'
 OF1924'12.5 FT W. OF CENTERLINE OAKVIEW DRIVE
 OF1924'
 OF1924'22.8 FT N. OF CENTERLINE TITUS AVENUE
 OF1924'
 OF1924'40.8 FT S.W. OF UTILITY POLE RGE 202, 63B
 OF1924'
 OF1924'20.1 FT N.W. OF MANHOLE
 OF1924'
 OF1924'59.6 FT N.E. OF HYDRANT
 OF1924'
 OF1924'15.2 FT N.E. OF E. WV
 OF1924'
 OF1924'18.9 FT N.E. OF W. WV
 OF1924'
 OF1924'15.6 FT S.E. OF LIGHT POLE 72 62A
 OF1924'
 OF1924'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1924'1318 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1924
 OF1924                          STATION RECOVERY (1976)
 OF1924
 OF1924'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1924'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1924
 OF1924                          STATION RECOVERY (1998)
 OF1924
 OF1924'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0311 ***********************************************************************
 OF0311  DESIGNATION -  132
 OF0311  PID         -  OF0311
 OF0311  STATE/COUNTY-  NY/OSWEGO
 OF0311  USGS QUAD   -  OSWEGO EAST (1978)
 OF0311
 OF0311                         *CURRENT SURVEY CONTROL
 OF0311  ___________________________________________________________________
 OF0311* NAD 83(1986)-  43 25 02.     (N)    076 28 36.     (W)     SCALED    
 OF0311* NAVD 88     -        88.680  (meters)     290.94   (feet)  ADJUSTED  
 OF0311  ___________________________________________________________________
 OF0311  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OF0311  DYNAMIC HT  -          88.661 (meters)     290.88  (feet)  COMP
 OF0311  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OF0311
 OF0311  VERT ORDER  -  FIRST     CLASS II
 OF0311
 OF0311.The horizontal coordinates were scaled from a topographic map and have
 OF0311.an estimated accuracy of +/- 6 seconds.
 OF0311
 OF0311.The orthometric height was determined by differential leveling
 OF0311.and adjusted by the National Geodetic Survey in June 1991..
 OF0311
 OF0311.The geoid height was determined by GEOID03.
 OF0311
 OF0311.The dynamic height is computed by dividing the NAVD 88
 OF0311.geopotential number by the normal gravity value computed on the
 OF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0311.degrees latitude (g = 980.6199 gals.).
 OF0311
 OF0311.The modeled gravity was interpolated from observed gravity values.
 OF0311
 OF0311;                    North         East    Units  Estimated Accuracy
 OF0311;SPC NY C     -   379,530.      258,640.      MT  (+/- 180 meters Scaled)
 OF0311
 OF0311                          SUPERSEDED SURVEY CONTROL
 OF0311
 OF0311  NGVD 29 (??/??/92)   88.881  (m)          291.60   (f) ADJ UNCH    1 2
 OF0311
 OF0311.Superseded values are not recommended for survey control.
 OF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0311.See file dsdata.txt to determine how the superseded data were derived.
 OF0311
 OF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP804082(NAD 83)
 OF0311_MARKER: B = BOLT
 OF0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0311_SP_SET: LOCK
 OF0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0311
 OF0311  HISTORY     - Date     Condition        Report By
 OF0311  HISTORY     - UNK      MONUMENTED       USLS
 OF0311  HISTORY     - 1975     MARK NOT FOUND   USLS
 OF0311
 OF0311                          STATION DESCRIPTION
 OF0311
 OF0311'DESCRIBED BY US LAKE SURVEY UNK
 OF0311'3.3 MI S FROM OSWEGO.
 OF0311'3.3 MILES SOUTH ALONG STATE HIGHWAY 57 (SYRACUSE AVENUE) FROM THE
 OF0311'NEW YORK, ONTARIO AND WESTERN RAILROAD STATION, NOW ABANDONED, AT
 OF0311'OSWEGO, OSWEGO COUNTY, ON THE EAST SIDE OF OSWEGO RIVER, AT THE
 OF0311'NORTHEAST CORNER OF OLD LOCK 14, 2 FEET FROM THE FACE OF THE WALL,
 OF0311'BETWEEN GATE IRONS, AND 3.2 FEET NORTHEAST OF A GATE SOCKET. A
 OF0311'COPPER BOLT, SET IN A CONCRETE WALL.
 OF0311'NOTE--WALL NOT VISIBLE, AKEA HAS BEEN BUILT UP.
 OF0311
 OF0311                          STATION RECOVERY (1975)
 OF0311
 OF0311'RECOVERY NOTE BY US LAKE SURVEY 1975
 OF0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1564 ***********************************************************************
 NA1564  DESIGNATION -  1320 A
 NA1564  PID         -  NA1564
 NA1564  STATE/COUNTY-  NY/MADISON
 NA1564  USGS QUAD   -  MORRISVILLE (1943)
 NA1564
 NA1564                         *CURRENT SURVEY CONTROL
 NA1564  ___________________________________________________________________
 NA1564* NAD 83(1986)-  42 57 56.     (N)    075 41 17.     (W)     SCALED    
 NA1564* NAVD 88     -       402.620  (meters)    1320.93   (feet)  ADJUSTED  
 NA1564  ___________________________________________________________________
 NA1564  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NA1564  DYNAMIC HT  -         402.498 (meters)    1320.53  (feet)  COMP
 NA1564  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NA1564
 NA1564  VERT ORDER  -  SECOND    CLASS 0
 NA1564
 NA1564.The horizontal coordinates were scaled from a topographic map and have
 NA1564.an estimated accuracy of +/- 6 seconds.
 NA1564
 NA1564.The orthometric height was determined by differential leveling
 NA1564.and adjusted by the National Geodetic Survey in June 1991..
 NA1564
 NA1564.The geoid height was determined by GEOID03.
 NA1564
 NA1564.The dynamic height is computed by dividing the NAVD 88
 NA1564.geopotential number by the normal gravity value computed on the
 NA1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1564.degrees latitude (g = 980.6199 gals.).
 NA1564
 NA1564.The modeled gravity was interpolated from observed gravity values.
 NA1564
 NA1564;                    North         East    Units  Estimated Accuracy
 NA1564;SPC NY C     -   329,730.      323,040.      MT  (+/- 180 meters Scaled)
 NA1564
 NA1564                          SUPERSEDED SURVEY CONTROL
 NA1564
 NA1564  NGVD 29 (??/??/92)  402.755  (m)         1321.37   (f) ADJ UNCH    2 0
 NA1564
 NA1564.Superseded values are not recommended for survey control.
 NA1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1564.See file dsdata.txt to determine how the superseded data were derived.
 NA1564
 NA1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN438572(NAD 83)
 NA1564_MARKER: DD = SURVEY DISK
 NA1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1564_SP_SET: WALL
 NA1564_STAMPING: 1320 ALBANY
 NA1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1564
 NA1564  HISTORY     - Date     Condition        Report By
 NA1564  HISTORY     - UNK      MONUMENTED       USGS
 NA1564  HISTORY     - 1942     GOOD             NGS
 NA1564
 NA1564                          STATION DESCRIPTION
 NA1564
 NA1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1564'AT PETERBORO.
 NA1564'AT THE PETERBORO UNION SCHOOL AT PETERBORO.  A U.S.G.S. DISK, SET
 NA1564'VERTICALLY, IN THE SOUTH FOUNDATION WALL, 48.5 FEET WEST OF THE
 NA1564'SOUTHEAST CORNER OF THE BUILDING, AND 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1922 ***********************************************************************
 OF1922  DESIGNATION -  1320 MCGS 1972
 OF1922  PID         -  OF1922
 OF1922  STATE/COUNTY-  NY/MONROE
 OF1922  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1922
 OF1922                         *CURRENT SURVEY CONTROL
 OF1922  ___________________________________________________________________
 OF1922* NAD 83(1996)-  43 11 49.09079(N)    077 35 33.28360(W)     ADJUSTED  
 OF1922* NAVD 88     -       131.5    (meters)     431.     (feet)  VERTCON   
 OF1922  ___________________________________________________________________
 OF1922  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 OF1922  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF1922
 OF1922  HORZ ORDER  -  SECOND
 OF1922
 OF1922.The horizontal coordinates were established by classical geodetic methods
 OF1922.and adjusted by the National Geodetic Survey in January 1999..
 OF1922
 OF1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1922
 OF1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1922
 OF1922.The geoid height was determined by GEOID03.
 OF1922
 OF1922;                    North         East     Units Scale Factor Converg.
 OF1922;SPC NY W     -   355,527.522   430,523.778   MT  1.00001724   +0 40 41.6
 OF1922;SPC NY W     - 1,166,426.55  1,412,476.76   sFT  1.00001724   +0 40 41.6
 OF1922;UTM  18      - 4,785,951.670   289,354.796   MT  1.00014586   -1 46 31.1
 OF1922
 OF1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1922!SPC NY W     -   0.99998498  x   1.00001724  =   1.00000222
 OF1922!UTM  18      -   0.99998498  x   1.00014586  =   1.00013084
 OF1922
 OF1922|---------------------------------------------------------------------|
 OF1922| PID    Reference Object                     Distance      Geod. Az  |
 OF1922|                                                           dddmmss.s |
 OF1922| OF1923 4 2 138 NYSDOT 1972                 393.012 METERS 17151     |
 OF1922| OF1981 1321 MCGS 1972                      APPROX. 0.6 KM 2622419.1 |
 OF1922|---------------------------------------------------------------------|
 OF1922
 OF1922                          SUPERSEDED SURVEY CONTROL
 OF1922
 OF1922  NAD 83(1986)-  43 11 49.09815(N)    077 35 33.28280(W) AD(       ) 2
 OF1922  NAD 27      -  43 11 48.87338(N)    077 35 34.27981(W) AD(       ) 2
 OF1922  NGVD 29 (07/19/86)  131.7    (m)          432.     (f) VERT ANG       
 OF1922
 OF1922.Superseded values are not recommended for survey control.
 OF1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1922.See file dsdata.txt to determine how the superseded data were derived.
 OF1922
 OF1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8935585952(NAD 83)
 OF1922_MARKER: DD = SURVEY DISK
 OF1922_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1922
 OF1922  HISTORY     - Date     Condition        Report By
 OF1922  HISTORY     - 1972     MONUMENTED       NY-055
 OF1922  HISTORY     - 1976     GOOD             NY-055
 OF1922  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 OF1922
 OF1922                          STATION DESCRIPTION
 OF1922
 OF1922'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1922'IN THE TOWN OF IRONDEQUOIT AT THE S.W. CORNER OF RIDGE ROAD EAST
 OF1922'AND CARTER STREET
 OF1922'
 OF1922'26.8 FT S. OF CENTERLINE OF RIDGE ROAD E.
 OF1922'
 OF1922'38.6 FT W. OF CENTERLINE OF CARTER STREET
 OF1922'
 OF1922'53.3 FT S.W. OF TRAFFIC LIGHT POLE ON N.W. CORNER TITUS AVENUE
 OF1922'
 OF1922'49.8 FT S.W. OF UTILITY POLE RGE 60
 OF1922'
 OF1922'26.5 FT N.W. OF MANHOLE
 OF1922'
 OF1922'13.3 FT N.W. OF TRAFFIC LIGHT POLE ON CARTER STREET
 OF1922'
 OF1922'26.4 FT N.W. OF E. LIGHT POLE
 OF1922'
 OF1922'19.0 FT N.E. OF W. LIGHT POLE
 OF1922'
 OF1922'34.0 FT E. OF EXTENDED CENTERLINE OF ROCHESTER LINOLEUM AND
 OF1922'CARPET CTR.
 OF1922'
 OF1922'0.7 FT N. OF CONCRETE SIDEWALK
 OF1922'
 OF1922'8.6 FT S.E. OF DI
 OF1922'
 OF1922'10.0 FT N. OF MCWP
 OF1922'
 OF1922'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1922'1320 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1922
 OF1922                          STATION RECOVERY (1976)
 OF1922
 OF1922'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1922'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1922
 OF1922                          STATION RECOVERY (1999)
 OF1922
 OF1922'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1129 ***********************************************************************
 NA1129  DESIGNATION -  1321
 NA1129  PID         -  NA1129
 NA1129  STATE/COUNTY-  NY/OTSEGO
 NA1129  USGS QUAD   -  EDMESTON (1994)
 NA1129
 NA1129                         *CURRENT SURVEY CONTROL
 NA1129  ___________________________________________________________________
 NA1129* NAD 83(1986)-  42 38 47.     (N)    075 10 25.     (W)     SCALED    
 NA1129* NAVD 88     -       402.539  (meters)    1320.66   (feet)  ADJUSTED  
 NA1129  ___________________________________________________________________
 NA1129  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NA1129  DYNAMIC HT  -         402.401 (meters)    1320.21  (feet)  COMP
 NA1129  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 NA1129
 NA1129  VERT ORDER  -  SECOND    CLASS 0
 NA1129
 NA1129.The horizontal coordinates were scaled from a topographic map and have
 NA1129.an estimated accuracy of +/- 6 seconds.
 NA1129
 NA1129.The orthometric height was determined by differential leveling
 NA1129.and adjusted by the National Geodetic Survey in June 1991..
 NA1129
 NA1129.The geoid height was determined by GEOID03.
 NA1129
 NA1129.The dynamic height is computed by dividing the NAVD 88
 NA1129.geopotential number by the normal gravity value computed on the
 NA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1129.degrees latitude (g = 980.6199 gals.).
 NA1129
 NA1129.The modeled gravity was interpolated from observed gravity values.
 NA1129
 NA1129;                    North         East    Units  Estimated Accuracy
 NA1129;SPC NY E     -   423,610.       94,770.      MT  (+/- 180 meters Scaled)
 NA1129
 NA1129                          SUPERSEDED SURVEY CONTROL
 NA1129
 NA1129  NGVD 29 (??/??/92)  402.657  (m)         1321.05   (f) ADJ UNCH    2 0
 NA1129
 NA1129.Superseded values are not recommended for survey control.
 NA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1129.See file dsdata.txt to determine how the superseded data were derived.
 NA1129
 NA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN857215(NAD 83)
 NA1129_MARKER: DD = SURVEY DISK
 NA1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1129_SP_SET: WALL
 NA1129_STAMPING: 1321 N.Y. 1909
 NA1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1129
 NA1129  HISTORY     - Date     Condition        Report By
 NA1129  HISTORY     - 1909     MONUMENTED       USGS
 NA1129  HISTORY     - 1942     GOOD             NGS
 NA1129
 NA1129                          STATION DESCRIPTION
 NA1129
 NA1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1129'AT GARRATTSVILLE.
 NA1129'AT THE METHODIST EPISCOPAL CHURCH IN GARRATTSVILLE.  A U.S.G.S. DISK,
 NA1129'SET VERTICALLY, IN THE NORTHWEST FOUNDATION WALL, 8.7 FEET NORTHEAST
 NA1129'OF THE WEST CORNER, AND 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1981 ***********************************************************************
 OF1981  DESIGNATION -  1321 MCGS 1972
 OF1981  PID         -  OF1981
 OF1981  STATE/COUNTY-  NY/MONROE
 OF1981  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1981
 OF1981                         *CURRENT SURVEY CONTROL
 OF1981  ___________________________________________________________________
 OF1981* NAD 83(1996)-  43 11 46.38372(N)    077 36 01.02445(W)     ADJUSTED  
 OF1981* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 OF1981  ___________________________________________________________________
 OF1981  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OF1981  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1981
 OF1981  HORZ ORDER  -  SECOND
 OF1981
 OF1981.The horizontal coordinates were established by classical geodetic methods
 OF1981.and adjusted by the National Geodetic Survey in January 1999..
 OF1981
 OF1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1981
 OF1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1981
 OF1981.The geoid height was determined by GEOID03.
 OF1981
 OF1981;                    North         East     Units Scale Factor Converg.
 OF1981;SPC NY W     -   355,436.601   429,898.465   MT  1.00001600   +0 40 22.6
 OF1981;SPC NY W     - 1,166,128.25  1,410,425.21   sFT  1.00001600   +0 40 22.6
 OF1981;UTM  18      - 4,785,887.593   288,726.082   MT  1.00014913   -1 46 50.0
 OF1981
 OF1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1981!SPC NY W     -   0.99998505  x   1.00001600  =   1.00000105
 OF1981!UTM  18      -   0.99998505  x   1.00014913  =   1.00013418
 OF1981
 OF1981:                Primary Azimuth Mark                     Grid Az
 OF1981:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            243 38 58.1
 OF1981:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            246 06 10.7
 OF1981
 OF1981|---------------------------------------------------------------------|
 OF1981| PID    Reference Object                     Distance      Geod. Az  |
 OF1981|                                                           dddmmss.s |
 OF1981| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 6.5 KM 2441920.7 |
 OF1981| OF1749 BABCOCK 1925                        144.331 METERS 25002     |
 OF1981|---------------------------------------------------------------------|
 OF1981
 OF1981                          SUPERSEDED SURVEY CONTROL
 OF1981
 OF1981  NAD 83(1986)-  43 11 46.39111(N)    077 36 01.02379(W) AD(       ) 2
 OF1981  NAD 27      -  43 11 46.16619(N)    077 36 02.02052(W) AD(       ) 2
 OF1981  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 OF1981
 OF1981.Superseded values are not recommended for survey control.
 OF1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1981.See file dsdata.txt to determine how the superseded data were derived.
 OF1981
 OF1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8872685888(NAD 83)
 OF1981_MARKER: DD = SURVEY DISK
 OF1981_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1981
 OF1981  HISTORY     - Date     Condition        Report By
 OF1981  HISTORY     - 1972     MONUMENTED       NY-055
 OF1981  HISTORY     - 1976     GOOD             NY-055
 OF1981  HISTORY     - 19990920 GOOD             USPSQD
 OF1981
 OF1981                          STATION DESCRIPTION
 OF1981
 OF1981'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1981'IN THE TOWN OF IRONDEQUOIT, ON THE N.W. CORNER OF RIDGE RD.
 OF1981'EAST AND HUDSON AVENUE.
 OF1981'
 OF1981'35.6 FT N. OF CENTERLINE OF RIDGE ROAD EAST
 OF1981'
 OF1981'38.0 FT W. OF CENTERLINE OF HUDSON AVENUE
 OF1981'
 OF1981'23.0 FT S.W. OF UTILITY POLE RGE 84
 OF1981'
 OF1981'14.7 FT E. OF UTILITY POLE RGE 40, 141B
 OF1981'
 OF1981'14.2 FT S.E. OF HUMBLE GAS STATION SIGN
 OF1981'
 OF1981'7.7 FT S. OF TRAFFIC LIGHT POLE
 OF1981'
 OF1981'4.0 FT E. OF CURB ON HUDSON AVENUE
 OF1981'
 OF1981'5.6 FT N. OF CURB ON RIDGE ROAD EAST
 OF1981'
 OF1981'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1981'1321 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1981
 OF1981                          STATION RECOVERY (1976)
 OF1981
 OF1981'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1981'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1981
 OF1981                          STATION RECOVERY (1999)
 OF1981
 OF1981'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0160 ***********************************************************************
 NC0160  DESIGNATION -  1322 D
 NC0160  PID         -  NC0160
 NC0160  STATE/COUNTY-  NY/CATTARAUGUS
 NC0160  USGS QUAD   -  GOWANDA (1976)
 NC0160
 NC0160                         *CURRENT SURVEY CONTROL
 NC0160  ___________________________________________________________________
 NC0160* NAD 83(1986)-  42 25 16.     (N)    078 58 32.     (W)     SCALED    
 NC0160* NAVD 88     -       403.010  (meters)    1322.21   (feet)  ADJUSTED  
 NC0160  ___________________________________________________________________
 NC0160  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NC0160  DYNAMIC HT  -         402.871 (meters)    1321.75  (feet)  COMP
 NC0160  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 NC0160
 NC0160  VERT ORDER  -  FIRST     CLASS II
 NC0160
 NC0160.The horizontal coordinates were scaled from a topographic map and have
 NC0160.an estimated accuracy of +/- 6 seconds.
 NC0160
 NC0160.The orthometric height was determined by differential leveling
 NC0160.and adjusted by the National Geodetic Survey in November 1993..
 NC0160
 NC0160.The geoid height was determined by GEOID03.
 NC0160
 NC0160.The dynamic height is computed by dividing the NAVD 88
 NC0160.geopotential number by the normal gravity value computed on the
 NC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0160.degrees latitude (g = 980.6199 gals.).
 NC0160
 NC0160.The modeled gravity was interpolated from observed gravity values.
 NC0160
 NC0160;                    North         East    Units  Estimated Accuracy
 NC0160;SPC NY W     -   268,940.      317,720.      MT  (+/- 180 meters Scaled)
 NC0160
 NC0160                          SUPERSEDED SURVEY CONTROL
 NC0160
 NC0160  NAVD 88 (06/15/91)  402.988  (m)         1322.14   (f) UNKNOWN     1 2
 NC0160  NGVD 29 (??/??/92)  403.145  (m)         1322.65   (f) ADJ UNCH    1 2
 NC0160
 NC0160.Superseded values are not recommended for survey control.
 NC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0160.See file dsdata.txt to determine how the superseded data were derived.
 NC0160
 NC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG665985(NAD 83)
 NC0160_MARKER: DD = SURVEY DISK
 NC0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0160_SP_SET: STEP
 NC0160_STAMPING: 1322 D
 NC0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0160
 NC0160  HISTORY     - Date     Condition        Report By
 NC0160  HISTORY     - UNK      MONUMENTED       USGS
 NC0160  HISTORY     - 1936     GOOD             NGS
 NC0160  HISTORY     - 20030820 POOR             USPSQD
 NC0160  HISTORY     - 20060807 POOR             NYDT
 NC0160
 NC0160                          STATION DESCRIPTION
 NC0160
 NC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0160'IN DAYTON.
 NC0160'AT DAYTON, CATTARAUGUS COUNTY, ON THE ERIE RAILROAD, 950 FEET NORTH OF
 NC0160'THE STATION, AT A TUNNEL UNDER THE TRACK, IN THE TOP OF THE SECOND
 NC0160'STONE STEP FROM THE TOP OF THE COPING, 37.5 FEET EAST OF THE
 NC0160'CENTERLINE OF THE TRACK AND ABOUT 15 FEET LOWER THAN THE TRACK.  A
 NC0160'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1322 D.
 NC0160
 NC0160                          STATION RECOVERY (2003)
 NC0160
 NC0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0160'HALF OF DISK HAS BEEN REMOVED.
 NC0160' 
 NC0160' 
 NC0160' 
 NC0160
 NC0160                          STATION RECOVERY (2006)
 NC0160
 NC0160'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (GLE)
 NC0160'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1916 ***********************************************************************
 OF1916  DESIGNATION -  1322 MCGS 1972
 OF1916  PID         -  OF1916
 OF1916  STATE/COUNTY-  NY/MONROE
 OF1916  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1916
 OF1916                         *CURRENT SURVEY CONTROL
 OF1916  ___________________________________________________________________
 OF1916* NAD 83(1996)-  43 12 14.02770(N)    077 36 01.82901(W)     ADJUSTED  
 OF1916* NAVD 88     -       123.1    (meters)     404.     (feet)  VERTCON   
 OF1916  ___________________________________________________________________
 OF1916  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 OF1916  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF1916
 OF1916  HORZ ORDER  -  SECOND
 OF1916
 OF1916.The horizontal coordinates were established by classical geodetic methods
 OF1916.and adjusted by the National Geodetic Survey in January 1999..
 OF1916
 OF1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1916
 OF1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1916
 OF1916.The geoid height was determined by GEOID03.
 OF1916
 OF1916;                    North         East     Units Scale Factor Converg.
 OF1916;SPC NY W     -   356,289.440   429,870.283   MT  1.00001595   +0 40 22.3
 OF1916;SPC NY W     - 1,168,926.27  1,410,332.75   sFT  1.00001595   +0 40 22.3
 OF1916;UTM  18      - 4,786,740.970   288,734.438   MT  1.00014908   -1 46 51.4
 OF1916
 OF1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1916!SPC NY W     -   0.99998630  x   1.00001595  =   1.00000225
 OF1916!UTM  18      -   0.99998630  x   1.00014908  =   1.00013538
 OF1916
 OF1916:                Primary Azimuth Mark                     Grid Az
 OF1916:SPC NY W     -  HOWARD 1925                              356 59 40.0
 OF1916:UTM  18      -  HOWARD 1925                              359 26 53.7
 OF1916
 OF1916|---------------------------------------------------------------------|
 OF1916| PID    Reference Object                     Distance      Geod. Az  |
 OF1916|                                                           dddmmss.s |
 OF1916| OF1780 HOWARD 1925                         APPROX. 0.8 KM 3574002.3 |
 OF1916|---------------------------------------------------------------------|
 OF1916
 OF1916                          SUPERSEDED SURVEY CONTROL
 OF1916
 OF1916  NAD 83(1986)-  43 12 14.03470(N)    077 36 01.82834(W) AD(       ) 2
 OF1916  NAD 27      -  43 12 13.80987(N)    077 36 02.82462(W) AD(       ) 2
 OF1916  NGVD 29 (07/19/86)  123.3    (m)          405.     (f) VERT ANG       
 OF1916
 OF1916.Superseded values are not recommended for survey control.
 OF1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1916.See file dsdata.txt to determine how the superseded data were derived.
 OF1916
 OF1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8873486741(NAD 83)
 OF1916_MARKER: DD = SURVEY DISK
 OF1916_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1916
 OF1916  HISTORY     - Date     Condition        Report By
 OF1916  HISTORY     - 1973     MONUMENTED       NY-055
 OF1916  HISTORY     - 1976     GOOD             NY-055
 OF1916
 OF1916                          STATION DESCRIPTION
 OF1916
 OF1916'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1916'IN TOWN OF IRONDEQUOIT, AT THE INTERSECTION OF HUDSON AVENUE
 OF1916'AND BROOKVIEW DRIVE, E. OF DIANE PARK.
 OF1916'
 OF1916'25.6 FT E. OF CENTERLINE OF HUDSON AVENUE
 OF1916'
 OF1916'15.6 FT S.E. OF S.W. WATER VALVE
 OF1916'
 OF1916'14.7 FT S.E. OF N.E. WATER VALVE
 OF1916'
 OF1916'25.0 FT S.W. OF MANHOLE
 OF1916'
 OF1916'14.5 FT S.E. OF NORTHERN MOST DI
 OF1916'
 OF1916'29.3 FT N.W. OF SOUTHERN MOST DI
 OF1916'
 OF1916'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1916'1322 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1916
 OF1916                          STATION RECOVERY (1976)
 OF1916
 OF1916'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1916'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0861 ***********************************************************************
 NA0861  DESIGNATION -  1324
 NA0861  PID         -  NA0861
 NA0861  STATE/COUNTY-  NY/OTSEGO
 NA0861  USGS QUAD   -  EAST SPRINGFIELD (1943)
 NA0861
 NA0861                         *CURRENT SURVEY CONTROL
 NA0861  ___________________________________________________________________
 NA0861* NAD 83(1986)-  42 49 50.     (N)    074 48 54.     (W)     SCALED    
 NA0861* NAVD 88     -       403.612  (meters)    1324.18   (feet)  ADJUSTED  
 NA0861  ___________________________________________________________________
 NA0861  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NA0861  DYNAMIC HT  -         403.481 (meters)    1323.75  (feet)  COMP
 NA0861  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NA0861
 NA0861  VERT ORDER  -  SECOND    CLASS 0
 NA0861
 NA0861.The horizontal coordinates were scaled from a topographic map and have
 NA0861.an estimated accuracy of +/- 6 seconds.
 NA0861
 NA0861.The orthometric height was determined by differential leveling
 NA0861.and adjusted by the National Geodetic Survey in June 1991..
 NA0861
 NA0861.The geoid height was determined by GEOID03.
 NA0861
 NA0861.The dynamic height is computed by dividing the NAVD 88
 NA0861.geopotential number by the normal gravity value computed on the
 NA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0861.degrees latitude (g = 980.6199 gals.).
 NA0861
 NA0861.The modeled gravity was interpolated from observed gravity values.
 NA0861
 NA0861;                    North         East    Units  Estimated Accuracy
 NA0861;SPC NY E     -   443,900.      124,250.      MT  (+/- 180 meters Scaled)
 NA0861
 NA0861                          SUPERSEDED SURVEY CONTROL
 NA0861
 NA0861  NGVD 29 (??/??/92)  403.756  (m)         1324.66   (f) ADJ UNCH    2 0
 NA0861
 NA0861.Superseded values are not recommended for survey control.
 NA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0861.See file dsdata.txt to determine how the superseded data were derived.
 NA0861
 NA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN151420(NAD 83)
 NA0861_MARKER: DB = BENCH MARK DISK
 NA0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0861_SP_SET: WALL
 NA0861_STAMPING: 1324 ALBANY
 NA0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0861
 NA0861  HISTORY     - Date     Condition        Report By
 NA0861  HISTORY     - UNK      MONUMENTED       USGS
 NA0861  HISTORY     - 1935     GOOD             NGS
 NA0861
 NA0861                          STATION DESCRIPTION
 NA0861
 NA0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA0861'AT EAST SPRINGFIELD.
 NA0861'AT EAST SPRINGFIELD, OTSEGO COUNTY, ON  U.S. HIGHWAY 20, 160 FEET
 NA0861'SOUTH OF THE CENTER OF THE CROSSING OF LAKE ROAD, IN THE WEST WALL OF
 NA0861'A STONE POST OFFICE, 1 1/2 FEET FROM THE NORTHWEST CORNER, AND ABOUT 1
 NA0861'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0599 ***********************************************************************
 NC0599  DESIGNATION -  1324 D
 NC0599  PID         -  NC0599
 NC0599  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0599  USGS QUAD   -  LAKEWOOD (1979)
 NC0599
 NC0599                         *CURRENT SURVEY CONTROL
 NC0599  ___________________________________________________________________
 NC0599* NAD 83(1986)-  42 05 49.     (N)    079 15 13.     (W)     SCALED    
 NC0599* NAVD 88     -       402.511  (meters)    1320.57   (feet)  ADJUSTED  
 NC0599  ___________________________________________________________________
 NC0599  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NC0599  DYNAMIC HT  -         402.356 (meters)    1320.06  (feet)  COMP
 NC0599  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 NC0599
 NC0599  VERT ORDER  -  SECOND    CLASS 0
 NC0599
 NC0599.The horizontal coordinates were scaled from a topographic map and have
 NC0599.an estimated accuracy of +/- 6 seconds.
 NC0599
 NC0599.The orthometric height was determined by differential leveling
 NC0599.and adjusted by the National Geodetic Survey in June 1991..
 NC0599
 NC0599.The geoid height was determined by GEOID03.
 NC0599
 NC0599.The dynamic height is computed by dividing the NAVD 88
 NC0599.geopotential number by the normal gravity value computed on the
 NC0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0599.degrees latitude (g = 980.6199 gals.).
 NC0599
 NC0599.The modeled gravity was interpolated from observed gravity values.
 NC0599
 NC0599;                    North         East    Units  Estimated Accuracy
 NC0599;SPC NY W     -   233,080.      294,560.      MT  (+/- 180 meters Scaled)
 NC0599
 NC0599                          SUPERSEDED SURVEY CONTROL
 NC0599
 NC0599  NGVD 29 (??/??/92)  402.666  (m)         1321.08   (f) ADJ UNCH    2 0
 NC0599
 NC0599.Superseded values are not recommended for survey control.
 NC0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0599.See file dsdata.txt to determine how the superseded data were derived.
 NC0599
 NC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG444620(NAD 83)
 NC0599_MARKER: DD = SURVEY DISK
 NC0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0599_SP_SET: BRIDGE
 NC0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0599+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2003
 NC0599
 NC0599  HISTORY     - Date     Condition        Report By
 NC0599  HISTORY     - UNK      MONUMENTED       USGS
 NC0599  HISTORY     - 1935     GOOD             NGS
 NC0599  HISTORY     - 20030323 GOOD             GEOCAC
 NC0599
 NC0599                          STATION DESCRIPTION
 NC0599
 NC0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0599'IN JAMESTOWN.
 NC0599'IN JAMESTOWN ON ERIE R.R. 0.5 MILE WEST OF STATION ON BRIDGE NO. 34.52
 NC0599'(190-FOOT GIRDER) ON EAST ABUTMENT, NORTH SIDE 12 FEET NORTH OF NORTH
 NC0599'RAIL 5 FEET BELOW TOP OF RAIL.
 NC0599
 NC0599                          STATION RECOVERY (2003)
 NC0599
 NC0599'RECOVERY NOTE BY GEOCACHING 2003 (LJS)
 NC0599'RECOVERED IN GOOD SHAPE. THE NORTH SET OF RAILS REFERENCED IN THE
 NC0599'ORIGINAL DESCRIPTION ARE GONE, ALTHOUGH THE RAILBED WITH TIES IS STILL
 NC0599'IN EXISTENCE. SOUTH SET OF RAILS IS STILL ACTIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1585 ***********************************************************************
 NA1585  DESIGNATION -  1325 A
 NA1585  PID         -  NA1585
 NA1585  STATE/COUNTY-  NY/MADISON
 NA1585  USGS QUAD   -  MORRISVILLE (1943)
 NA1585
 NA1585                         *CURRENT SURVEY CONTROL
 NA1585  ___________________________________________________________________
 NA1585* NAD 83(1986)-  42 53 54.     (N)    075 38 29.     (W)     SCALED    
 NA1585* NAVD 88     -       404.201  (meters)    1326.12   (feet)  ADJUSTED  
 NA1585  ___________________________________________________________________
 NA1585  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NA1585  DYNAMIC HT  -         404.076 (meters)    1325.71  (feet)  COMP
 NA1585  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 NA1585
 NA1585  VERT ORDER  -  SECOND    CLASS 0
 NA1585
 NA1585.The horizontal coordinates were scaled from a topographic map and have
 NA1585.an estimated accuracy of +/- 6 seconds.
 NA1585
 NA1585.The orthometric height was determined by differential leveling
 NA1585.and adjusted by the National Geodetic Survey in June 1991..
 NA1585
 NA1585.The geoid height was determined by GEOID03.
 NA1585
 NA1585.The dynamic height is computed by dividing the NAVD 88
 NA1585.geopotential number by the normal gravity value computed on the
 NA1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1585.degrees latitude (g = 980.6199 gals.).
 NA1585
 NA1585.The modeled gravity was interpolated from observed gravity values.
 NA1585
 NA1585;                    North         East    Units  Estimated Accuracy
 NA1585;SPC NY C     -   322,310.      326,930.      MT  (+/- 180 meters Scaled)
 NA1585
 NA1585                          SUPERSEDED SURVEY CONTROL
 NA1585
 NA1585  NGVD 29 (??/??/92)  404.324  (m)         1326.52   (f) ADJ UNCH    2 0
 NA1585
 NA1585.Superseded values are not recommended for survey control.
 NA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1585.See file dsdata.txt to determine how the superseded data were derived.
 NA1585
 NA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN476497(NAD 83)
 NA1585_MARKER: DB = BENCH MARK DISK
 NA1585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1585_SP_SET: WALL
 NA1585_STAMPING: 1325 ALBANY
 NA1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1585
 NA1585  HISTORY     - Date     Condition        Report By
 NA1585  HISTORY     - UNK      MONUMENTED       USGS
 NA1585  HISTORY     - 1942     GOOD             NGS
 NA1585
 NA1585                          STATION DESCRIPTION
 NA1585
 NA1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1585'AT MORRISVILLE.
 NA1585'AT THE NEW YORK STATE SCHOOL OF AGRICULTURE AT MORRISVILLE, AT HELYAR
 NA1585'HALL.  A DISK, SET VERTICALLY IN THE NORTH STONE FOUNDATION WALL, 7.7
 NA1585'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.8 FEET ABOVE
 NA1585'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0037 ***********************************************************************
 NC0037  DESIGNATION -  1325.44
 NC0037  PID         -  NC0037
 NC0037  STATE/COUNTY-  NY/WYOMING
 NC0037  USGS QUAD   -  JOHNSONBURG (1966)
 NC0037
 NC0037                         *CURRENT SURVEY CONTROL
 NC0037  ___________________________________________________________________
 NC0037* NAD 83(1986)-  42 44 14.     (N)    078 19 02.     (W)     SCALED    
 NC0037* NAVD 88     -       403.839  (meters)    1324.93   (feet)  ADJUSTED  
 NC0037  ___________________________________________________________________
 NC0037  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NC0037  DYNAMIC HT  -         403.711 (meters)    1324.51  (feet)  COMP
 NC0037  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 NC0037
 NC0037  VERT ORDER  -  SECOND    CLASS 0
 NC0037
 NC0037.The horizontal coordinates were scaled from a topographic map and have
 NC0037.an estimated accuracy of +/- 6 seconds.
 NC0037
 NC0037.The orthometric height was determined by differential leveling
 NC0037.and adjusted by the National Geodetic Survey in June 1991..
 NC0037
 NC0037.The geoid height was determined by GEOID03.
 NC0037
 NC0037.The dynamic height is computed by dividing the NAVD 88
 NC0037.geopotential number by the normal gravity value computed on the
 NC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0037.degrees latitude (g = 980.6199 gals.).
 NC0037
 NC0037.The modeled gravity was interpolated from observed gravity values.
 NC0037
 NC0037;                    North         East    Units  Estimated Accuracy
 NC0037;SPC NY W     -   304,010.      371,790.      MT  (+/- 180 meters Scaled)
 NC0037
 NC0037                          SUPERSEDED SURVEY CONTROL
 NC0037
 NC0037  NGVD 29 (??/??/92)  403.977  (m)         1325.38   (f) ADJ UNCH    2 0
 NC0037
 NC0037.Superseded values are not recommended for survey control.
 NC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0037.See file dsdata.txt to determine how the superseded data were derived.
 NC0037
 NC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH196351(NAD 83)
 NC0037_MARKER: Q = CHISELED SQUARE
 NC0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0037_SP_SET: DOOR STEP
 NC0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0037
 NC0037  HISTORY     - Date     Condition        Report By
 NC0037  HISTORY     - UNK      MONUMENTED       USGS
 NC0037  HISTORY     - 1935     GOOD             NGS
 NC0037  HISTORY     - 1944     GOOD             LOCENG
 NC0037
 NC0037                          STATION DESCRIPTION
 NC0037
 NC0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0037'IN JOHNSONBURG.
 NC0037'AT JOHNSONBURG AT A. AND A.R.R. STATION IN DOOR STEP 10 FEET EAST OF
 NC0037'TRACK.
 NC0037
 NC0037                          STATION RECOVERY (1944)
 NC0037
 NC0037'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 NC0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1994 ***********************************************************************
 OF1994  DESIGNATION -  1327
 OF1994  PID         -  OF1994
 OF1994  STATE/COUNTY-  NY/MONROE
 OF1994  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1994
 OF1994                         *CURRENT SURVEY CONTROL
 OF1994  ___________________________________________________________________
 OF1994* NAD 83(1996)-  43 12 19.24582(N)    077 34 40.95859(W)     ADJUSTED  
 OF1994* NAVD 88     -       122.1    (meters)     401.     (feet)  VERTCON   
 OF1994  ___________________________________________________________________
 OF1994  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OF1994  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1994
 OF1994  HORZ ORDER  -  SECOND
 OF1994
 OF1994.The horizontal coordinates were established by classical geodetic methods
 OF1994.and adjusted by the National Geodetic Survey in January 1999..
 OF1994
 OF1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1994
 OF1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1994
 OF1994.The geoid height was determined by GEOID03.
 OF1994
 OF1994;                    North         East     Units Scale Factor Converg.
 OF1994;SPC NY W     -   356,472.149   431,693.920   MT  1.00001957   +0 41 17.8
 OF1994;SPC NY W     - 1,169,525.71  1,416,315.80   sFT  1.00001957   +0 41 17.8
 OF1994;UTM  18      - 4,786,845.446   290,564.458   MT  1.00013961   -1 45 56.2
 OF1994
 OF1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1994!SPC NY W     -   0.99998646  x   1.00001957  =   1.00000603
 OF1994!UTM  18      -   0.99998646  x   1.00013961  =   1.00012607
 OF1994
 OF1994                          SUPERSEDED SURVEY CONTROL
 OF1994
 OF1994  NAD 83(1986)-  43 12 19.25292(N)    077 34 40.95762(W) AD(       ) 2
 OF1994  NGVD 29 (07/19/86)  122.3    (m)          401.     (f) VERT ANG       
 OF1994
 OF1994.Superseded values are not recommended for survey control.
 OF1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1994.See file dsdata.txt to determine how the superseded data were derived.
 OF1994
 OF1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9056486845(NAD 83)
 OF1994_MARKER: DE = TRAVERSE STATION DISK
 OF1994_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1994
 OF1994  HISTORY     - Date     Condition        Report By
 OF1994  HISTORY     - 1976     MONUMENTED       NY-055
 OF1994  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 OF1994
 OF1994                          STATION DESCRIPTION
 OF1994
 OF1994'DESCRIBED BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1994'IN TOWN OF IRONDEQUOIT ON E SIDE OF KINGS HIGHWAY NORTHBOUND, 34.6 FT
 OF1994'E OF CL OF MEDIAN OF KINGS HIGHWAY, 24.6 FT E OF CL OF KINGS HIGHWAY
 OF1994'NORTHBOUND, 0.45 MI N OF RIDGE RD, 0.45 MI S OF TITUS AVE, 13.4 FT E
 OF1994'OF EDGE OF PAVEMENT, 7.2 FT W OF ASPHALT WALK, AND 9.9 FT SW OF STORM
 OF1994'MANHOLE.  STATION IS A STANDARD DISK STAMPED---1327---IN CONCRETE POST
 OF1994'WITH CAST IRON FRAME AND COVER.
 OF1994
 OF1994                          STATION RECOVERY (1999)
 OF1994
 OF1994'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0856 ***********************************************************************
 NA0856  DESIGNATION -  1327 A
 NA0856  PID         -  NA0856
 NA0856  STATE/COUNTY-  NY/OTSEGO
 NA0856  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA0856
 NA0856                         *CURRENT SURVEY CONTROL
 NA0856  ___________________________________________________________________
 NA0856* NAD 83(1986)-  42 51 11.     (N)    074 59 00.     (W)     SCALED    
 NA0856* NAVD 88     -       404.459  (meters)    1326.96   (feet)  ADJUSTED  
 NA0856  ___________________________________________________________________
 NA0856  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NA0856  DYNAMIC HT  -         404.327 (meters)    1326.53  (feet)  COMP
 NA0856  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 NA0856
 NA0856  VERT ORDER  -  SECOND    CLASS 0
 NA0856
 NA0856.The horizontal coordinates were scaled from a topographic map and have
 NA0856.an estimated accuracy of +/- 6 seconds.
 NA0856
 NA0856.The orthometric height was determined by differential leveling
 NA0856.and adjusted by the National Geodetic Survey in June 1991..
 NA0856
 NA0856.The geoid height was determined by GEOID03.
 NA0856
 NA0856.The dynamic height is computed by dividing the NAVD 88
 NA0856.geopotential number by the normal gravity value computed on the
 NA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0856.degrees latitude (g = 980.6199 gals.).
 NA0856
 NA0856.The modeled gravity was interpolated from observed gravity values.
 NA0856
 NA0856;                    North         East    Units  Estimated Accuracy
 NA0856;SPC NY E     -   446,460.      110,500.      MT  (+/- 180 meters Scaled)
 NA0856
 NA0856                          SUPERSEDED SURVEY CONTROL
 NA0856
 NA0856  NGVD 29 (??/??/92)  404.599  (m)         1327.42   (f) ADJ UNCH    2 0
 NA0856
 NA0856.Superseded values are not recommended for survey control.
 NA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0856.See file dsdata.txt to determine how the superseded data were derived.
 NA0856
 NA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN013444(NAD 83)
 NA0856_MARKER: DD = SURVEY DISK
 NA0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0856_SP_SET: WALL
 NA0856_STAMPING: 1327 ALBANY
 NA0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0856
 NA0856  HISTORY     - Date     Condition        Report By
 NA0856  HISTORY     - UNK      MONUMENTED       USGS
 NA0856  HISTORY     - 1935     GOOD             NGS
 NA0856
 NA0856                          STATION DESCRIPTION
 NA0856
 NA0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA0856'AT RICHFIELD SPRINGS.
 NA0856'AT RICHFIELD SPRINGS, OTSEGO COUNTY, AT THE CHURCH OF CONGREGATION
 NA0856'ADAS ISRAEL, AT THE CROSSING OF SILVER AND CHURCH STREETS, 55 FEET
 NA0856'WEST OF THE CENTERLINE OF CHURCH STREET, 42 FEET NORTH OF THE
 NA0856'CENTERLINE OF SILER STREET, IN THE EAST WALL OF A WATER TOWER, 4 FEET
 NA0856'FROM THE SOUTHWEST CORNER, AND ABOUT 2 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1992 ***********************************************************************
 OF1992  DESIGNATION -  1328
 OF1992  PID         -  OF1992
 OF1992  STATE/COUNTY-  NY/MONROE
 OF1992  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1992
 OF1992                         *CURRENT SURVEY CONTROL
 OF1992  ___________________________________________________________________
 OF1992* NAD 83(1996)-  43 12 12.35885(N)    077 34 38.03811(W)     ADJUSTED  
 OF1992* NAVD 88     -       123.8    (meters)     406.     (feet)  VERTCON   
 OF1992  ___________________________________________________________________
 OF1992  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 OF1992  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1992
 OF1992  HORZ ORDER  -  SECOND
 OF1992
 OF1992.The horizontal coordinates were established by classical geodetic methods
 OF1992.and adjusted by the National Geodetic Survey in January 1999..
 OF1992
 OF1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1992
 OF1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1992
 OF1992.The geoid height was determined by GEOID03.
 OF1992
 OF1992;                    North         East     Units Scale Factor Converg.
 OF1992;SPC NY W     -   356,260.420   431,762.401   MT  1.00001971   +0 41 19.7
 OF1992;SPC NY W     - 1,168,831.06  1,416,540.48   sFT  1.00001971   +0 41 19.7
 OF1992;UTM  18      - 4,786,630.953   290,623.818   MT  1.00013931   -1 45 54.0
 OF1992
 OF1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1992!SPC NY W     -   0.99998619  x   1.00001971  =   1.00000590
 OF1992!UTM  18      -   0.99998619  x   1.00013931  =   1.00012550
 OF1992
 OF1992:                Primary Azimuth Mark                     Grid Az
 OF1992:SPC NY W     -  1329                                     175 37 22.1
 OF1992:UTM  18      -  1329                                     178 04 35.8
 OF1992
 OF1992|---------------------------------------------------------------------|
 OF1992| PID    Reference Object                     Distance      Geod. Az  |
 OF1992|                                                           dddmmss.s |
 OF1992| OF1991 1329                                461.575 METERS 1761841.8 |
 OF1992| OF1993 TP 9028                             499.418 METERS 1851315.4 |
 OF1992| OF1879 141 2 MCGS 1969                     APPROX. 0.5 KM 3395644.7 |
 OF1992| OF1994 1327                                222.524 METERS 34246     |
 OF1992|---------------------------------------------------------------------|
 OF1992
 OF1992                          SUPERSEDED SURVEY CONTROL
 OF1992
 OF1992  NAD 83(1986)-  43 12 12.36599(N)    077 34 38.03714(W) AD(       ) 2
 OF1992  NGVD 29 (07/19/86)  124.0    (m)          407.     (f) VERT ANG       
 OF1992
 OF1992.Superseded values are not recommended for survey control.
 OF1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1992.See file dsdata.txt to determine how the superseded data were derived.
 OF1992
 OF1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9062486631(NAD 83)
 OF1992_MARKER: DE = TRAVERSE STATION DISK
 OF1992_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1992
 OF1992  HISTORY     - Date     Condition        Report By
 OF1992  HISTORY     - 1976     MONUMENTED       NY-055
 OF1992  HISTORY     - 19980425 GOOD             USPSQD
 OF1992
 OF1992                          STATION DESCRIPTION
 OF1992
 OF1992'DESCRIBED BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1992'IN TOWN OF IRONDEQUOIT ON E SIDE OF KINGS HIGHWAY NORTHBOUND, 0.30 MI
 OF1992'N OF RIDGE RD, 0.6 MI S OF TITUS AVE, 30.5 FT E OF CL OF MEDIAN OF
 OF1992'KINGS HIGHWAY, 15.5 FT E OF CL OF KINGS HIGHWAY NORTHBOUND, 4.0 FT E
 OF1992'OF EDGE OF PAVEMENT, 71.4 FT N OF UTILITY POLE RGE 107A, AND 18.7 FT W
 OF1992'OF CONCRETE SIDEWALK.  STATION IS A STANDARD DISK STAMPED---1328---IN
 OF1992'CONCRETE POST WITH CAST IRON FRAME AND COVER.
 OF1992
 OF1992                          STATION RECOVERY (1998)
 OF1992
 OF1992'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0468 ***********************************************************************
 NB0468  DESIGNATION -  1328 CORUNI
 NB0468  PID         -  NB0468
 NB0468  STATE/COUNTY-  NY/TOMPKINS
 NB0468  USGS QUAD   -  LUDLOWVILLE (1971)
 NB0468
 NB0468                         *CURRENT SURVEY CONTROL
 NB0468  ___________________________________________________________________
 NB0468* NAD 83(1986)-  42 32 24.     (N)    076 32 46.     (W)     SCALED    
 NB0468* NAVD 88     -       121.322  (meters)     398.04   (feet)  ADJUSTED  
 NB0468  ___________________________________________________________________
 NB0468  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NB0468  DYNAMIC HT  -         121.284 (meters)     397.91  (feet)  COMP
 NB0468  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 NB0468
 NB0468  VERT ORDER  -  FIRST     CLASS II
 NB0468
 NB0468.The horizontal coordinates were scaled from a topographic map and have
 NB0468.an estimated accuracy of +/- 6 seconds.
 NB0468
 NB0468.The orthometric height was determined by differential leveling
 NB0468.and adjusted by the National Geodetic Survey in June 1991..
 NB0468
 NB0468.The geoid height was determined by GEOID03.
 NB0468
 NB0468.The dynamic height is computed by dividing the NAVD 88
 NB0468.geopotential number by the normal gravity value computed on the
 NB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0468.degrees latitude (g = 980.6199 gals.).
 NB0468
 NB0468.The modeled gravity was interpolated from observed gravity values.
 NB0468
 NB0468;                    North         East    Units  Estimated Accuracy
 NB0468;SPC NY C     -   282,070.      253,060.      MT  (+/- 180 meters Scaled)
 NB0468
 NB0468                          SUPERSEDED SURVEY CONTROL
 NB0468
 NB0468  NGVD 29 (??/??/92)  121.492  (m)          398.60   (f) ADJ UNCH    1 2
 NB0468
 NB0468.Superseded values are not recommended for survey control.
 NB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0468.See file dsdata.txt to determine how the superseded data were derived.
 NB0468
 NB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN730108(NAD 83)
 NB0468_MARKER: B = BOLT
 NB0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0468_SP_SET: COVER PLATE
 NB0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0468
 NB0468  HISTORY     - Date     Condition        Report By
 NB0468  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0468  HISTORY     - 1933     GOOD             NGS
 NB0468  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0468  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0468
 NB0468                          STATION DESCRIPTION
 NB0468
 NB0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0468'0.3 MI N FROM LUDLOWVILLE.
 NB0468'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., IN THE
 NB0468'HIGHWAY BRIDGE OVER SALMON CREEK, AT MYERS VILLAGE, IT IS THE TOP OF
 NB0468'RIVET HEAD IN A COVER PLATE OF NORTH END POST OF WEST TRUSS. RIVET
 NB0468'IS LAST ONE IN E. ROW IN A HORIZONTAL  PORTION OF COVER PLATE.
 NB0468
 NB0468                          STATION RECOVERY (1982)
 NB0468
 NB0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0468'NOT RECOVERED.  THE EXACT BOLT COULD NOT BE DETERMINED.
 NB0468
 NB0468                          STATION RECOVERY (1985)
 NB0468
 NB0468'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0038 ***********************************************************************
 NC0038  DESIGNATION -  1329
 NC0038  PID         -  NC0038
 NC0038  STATE/COUNTY-  NY/WYOMING
 NC0038  USGS QUAD   -  JOHNSONBURG (1966)
 NC0038
 NC0038                         *CURRENT SURVEY CONTROL
 NC0038  ___________________________________________________________________
 NC0038* NAD 83(1986)-  42 44 13.     (N)    078 19 03.     (W)     SCALED    
 NC0038* NAVD 88     -       405.025  (meters)    1328.82   (feet)  ADJUSTED  
 NC0038  ___________________________________________________________________
 NC0038  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NC0038  DYNAMIC HT  -         404.897 (meters)    1328.40  (feet)  COMP
 NC0038  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 NC0038
 NC0038  VERT ORDER  -  SECOND    CLASS 0
 NC0038
 NC0038.The horizontal coordinates were scaled from a topographic map and have
 NC0038.an estimated accuracy of +/- 6 seconds.
 NC0038
 NC0038.The orthometric height was determined by differential leveling
 NC0038.and adjusted by the National Geodetic Survey in June 1991..
 NC0038
 NC0038.The geoid height was determined by GEOID03.
 NC0038
 NC0038.The dynamic height is computed by dividing the NAVD 88
 NC0038.geopotential number by the normal gravity value computed on the
 NC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0038.degrees latitude (g = 980.6199 gals.).
 NC0038
 NC0038.The modeled gravity was interpolated from observed gravity values.
 NC0038
 NC0038;                    North         East    Units  Estimated Accuracy
 NC0038;SPC NY W     -   303,980.      371,770.      MT  (+/- 180 meters Scaled)
 NC0038
 NC0038                          SUPERSEDED SURVEY CONTROL
 NC0038
 NC0038  NGVD 29 (??/??/92)  405.163  (m)         1329.27   (f) ADJ UNCH    2 0
 NC0038
 NC0038.Superseded values are not recommended for survey control.
 NC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0038.See file dsdata.txt to determine how the superseded data were derived.
 NC0038
 NC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH195350(NAD 83)
 NC0038_MARKER: DD = SURVEY DISK
 NC0038_SETTING: 80 = SET IN A BOULDER
 NC0038_SP_SET: BOULDER
 NC0038_STAMPING: 1329
 NC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0038+STABILITY: SURFACE MOTION
 NC0038
 NC0038  HISTORY     - Date     Condition        Report By
 NC0038  HISTORY     - UNK      MONUMENTED       USGS
 NC0038  HISTORY     - 1935     GOOD             NGS
 NC0038  HISTORY     - 1944     GOOD             LOCENG
 NC0038
 NC0038                          STATION DESCRIPTION
 NC0038
 NC0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0038'IN JOHNSONBURG.
 NC0038'AT JOHNSONBURG 150 FEET SOUTH OF A AND A STATION 30 WEST OF CENTER
 NC0038'LINE OF TRACK 3 1/2 FEET ABOVE TOP OF RAIL IN LARGE BOLDER.
 NC0038
 NC0038                          STATION RECOVERY (1944)
 NC0038
 NC0038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 NC0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1991 ***********************************************************************
 OF1991  DESIGNATION -  1329
 OF1991  PID         -  OF1991
 OF1991  STATE/COUNTY-  NY/MONROE
 OF1991  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1991
 OF1991                         *CURRENT SURVEY CONTROL
 OF1991  ___________________________________________________________________
 OF1991* NAD 83(1996)-  43 11 57.43284(N)    077 34 36.72291(W)     ADJUSTED  
 OF1991* NAVD 88     -       131.6    (meters)     432.     (feet)  VERTCON   
 OF1991  ___________________________________________________________________
 OF1991  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF1991  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF1991
 OF1991  HORZ ORDER  -  SECOND
 OF1991
 OF1991.The horizontal coordinates were established by classical geodetic methods
 OF1991.and adjusted by the National Geodetic Survey in January 1999..
 OF1991
 OF1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1991
 OF1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1991
 OF1991.The geoid height was determined by GEOID03.
 OF1991
 OF1991;                    North         East     Units Scale Factor Converg.
 OF1991;SPC NY W     -   355,800.181   431,797.630   MT  1.00001978   +0 41 20.4
 OF1991;SPC NY W     - 1,167,321.09  1,416,656.06   sFT  1.00001978   +0 41 20.4
 OF1991;UTM  18      - 4,786,169.574   290,639.312   MT  1.00013923   -1 45 52.6
 OF1991
 OF1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1991!SPC NY W     -   0.99998496  x   1.00001978  =   1.00000474
 OF1991!UTM  18      -   0.99998496  x   1.00013923  =   1.00012419
 OF1991
 OF1991|---------------------------------------------------------------------|
 OF1991| PID    Reference Object                     Distance      Geod. Az  |
 OF1991|                                                           dddmmss.s |
 OF1991| OF1993 TP 9028                              83.634 METERS 24357     |
 OF1991| OF1992 1328                                461.575 METERS 3561842.7 |
 OF1991|---------------------------------------------------------------------|
 OF1991
 OF1991                          SUPERSEDED SURVEY CONTROL
 OF1991
 OF1991  NAD 83(1986)-  43 11 57.44000(N)    077 34 36.72198(W) AD(       ) 2
 OF1991  NGVD 29 (07/19/86)  131.8    (m)          432.     (f) VERT ANG       
 OF1991
 OF1991.Superseded values are not recommended for survey control.
 OF1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1991.See file dsdata.txt to determine how the superseded data were derived.
 OF1991
 OF1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9063986170(NAD 83)
 OF1991_MARKER: DE = TRAVERSE STATION DISK
 OF1991_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1991
 OF1991  HISTORY     - Date     Condition        Report By
 OF1991  HISTORY     - 1976     MONUMENTED       NY-055
 OF1991  HISTORY     - 19990920 GOOD             USPSQD
 OF1991
 OF1991                          STATION DESCRIPTION
 OF1991
 OF1991'DESCRIBED BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1991'IN TOWN OF IRONDEQUOIT IN NE CORNER AT INTERSECTION OF KINGS HIGHWAY
 OF1991'AND RIDGE RD EAST, 38.3 FT E OF CL OF MEDIAN OF KINGS HIGHWAY, 23.7 FT
 OF1991'E OF CL OF KINGS HIGHWAY NORTHBOUND, 7.8 FT W OF W EDGE OF CONCRETE
 OF1991'SIDEWALK, 26.8 FT W OF UTILITY POLE RGE 97, 11.5 FT N OF MANHOLE, AND
 OF1991'17.8 FT W OF GUARD RAIL.  STATION IS A STANDARD DISK
 OF1991'STAMPED---1329---IN CONCRETE POST WITH CAST IRON FRAME AND COVER.
 OF1991
 OF1991                          STATION RECOVERY (1999)
 OF1991
 OF1991'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0939 ***********************************************************************
 KU0939  DESIGNATION -  133 A
 KU0939  PID         -  KU0939
 KU0939  STATE/COUNTY-  NY/BRONX
 KU0939  USGS QUAD   -  YONKERS (1979)
 KU0939
 KU0939                         *CURRENT SURVEY CONTROL
 KU0939  ___________________________________________________________________
 KU0939* NAD 83(1986)-  40 54 33.     (N)    073 54 43.     (W)     SCALED    
 KU0939* NAVD 88     -         2.534  (meters)       8.31   (feet)  ADJUSTED  
 KU0939  ___________________________________________________________________
 KU0939  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU0939  DYNAMIC HT  -           2.533 (meters)       8.31  (feet)  COMP
 KU0939  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 KU0939
 KU0939  VERT ORDER  -  FIRST     CLASS I
 KU0939
 KU0939.The horizontal coordinates were scaled from a topographic map and have
 KU0939.an estimated accuracy of +/- 6 seconds.
 KU0939
 KU0939.The orthometric height was determined by differential leveling
 KU0939.and adjusted by the National Geodetic Survey in June 1991..
 KU0939
 KU0939.The geoid height was determined by GEOID03.
 KU0939
 KU0939.The dynamic height is computed by dividing the NAVD 88
 KU0939.geopotential number by the normal gravity value computed on the
 KU0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0939.degrees latitude (g = 980.6199 gals.).
 KU0939
 KU0939.The modeled gravity was interpolated from observed gravity values.
 KU0939
 KU0939;                    North         East    Units  Estimated Accuracy
 KU0939;SPC NY E     -   230,630.      199,540.      MT  (+/- 180 meters Scaled)
 KU0939
 KU0939                          SUPERSEDED SURVEY CONTROL
 KU0939
 KU0939  NGVD 29 (??/??/92)    2.851  (m)            9.35   (f) ADJ UNCH    1 1
 KU0939
 KU0939.Superseded values are not recommended for survey control.
 KU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0939.See file dsdata.txt to determine how the superseded data were derived.
 KU0939
 KU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL916292(NAD 83)
 KU0939_MARKER: B = BOLT
 KU0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0939_SP_SET: RETAINING WALL
 KU0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0939
 KU0939  HISTORY     - Date     Condition        Report By
 KU0939  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0939  HISTORY     - 1952     GOOD             NGS
 KU0939  HISTORY     - 1965     GOOD             NGS
 KU0939
 KU0939                          STATION DESCRIPTION
 KU0939
 KU0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0939'AT NEW YORK.
 KU0939'AT NEW YORK, IN THE BOROUGH OF THE BRONX, ABOUT 0.4 MILE NORTH
 KU0939'ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT RIVERDALE,
 KU0939'ABOUT 32 YARDS EAST OF TRANSMISSION TOWER NO. 247, IN THE FIRST
 KU0939'COURSE OF MASONRY OF A RETAINING WALL, 41 FEET NORTH OF THE
 KU0939'SOUTH END OF THE WALL, 5 1/2 FEET EAST OF THE EAST RAIL OF THE
 KU0939'EAST TRACK AND ABOUT 1/2 FOOT ABOVE THE GROUND.
 KU0939
 KU0939                          STATION RECOVERY (1965)
 KU0939
 KU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1995 ***********************************************************************
 OF1995  DESIGNATION -  1330
 OF1995  PID         -  OF1995
 OF1995  STATE/COUNTY-  NY/MONROE
 OF1995  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1995
 OF1995                         *CURRENT SURVEY CONTROL
 OF1995  ___________________________________________________________________
 OF1995* NAD 83(1996)-  43 11 50.59517(N)    077 35 05.75146(W)     ADJUSTED  
 OF1995* NAVD 88     -       131.7    (meters)     432.     (feet)  VERTCON   
 OF1995  ___________________________________________________________________
 OF1995  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 OF1995  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF1995
 OF1995  HORZ ORDER  -  SECOND
 OF1995
 OF1995.The horizontal coordinates were established by classical geodetic methods
 OF1995.and adjusted by the National Geodetic Survey in January 1999..
 OF1995
 OF1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1995
 OF1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1995
 OF1995.The geoid height was determined by GEOID03.
 OF1995
 OF1995;                    North         East     Units Scale Factor Converg.
 OF1995;SPC NY W     -   355,581.331   431,144.806   MT  1.00001847   +0 41 00.4
 OF1995;SPC NY W     - 1,166,603.08  1,414,514.25   sFT  1.00001847   +0 41 00.4
 OF1995;UTM  18      - 4,785,978.848   289,977.637   MT  1.00014264   -1 46 12.2
 OF1995
 OF1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1995!SPC NY W     -   0.99998495  x   1.00001847  =   1.00000342
 OF1995!UTM  18      -   0.99998495  x   1.00014264  =   1.00012758
 OF1995
 OF1995:                Primary Azimuth Mark                     Grid Az
 OF1995:SPC NY W     -  TP 9028                                  072 35 44.8
 OF1995:UTM  18      -  TP 9028                                  075 02 57.4
 OF1995
 OF1995|---------------------------------------------------------------------|
 OF1995| PID    Reference Object                     Distance      Geod. Az  |
 OF1995|                                                           dddmmss.s |
 OF1995| OF1993 TP 9028                             APPROX. 0.6 KM 0731645.2 |
 OF1995| OF1925 4 2 137 NYSDOT 1972                 196.283 METERS 16851     |
 OF1995|---------------------------------------------------------------------|
 OF1995
 OF1995                          SUPERSEDED SURVEY CONTROL
 OF1995
 OF1995  NAD 83(1986)-  43 11 50.60241(N)    077 35 05.75054(W) AD(       ) 2
 OF1995  NGVD 29 (07/19/86)  131.9    (m)          433.     (f) VERT ANG       
 OF1995
 OF1995.Superseded values are not recommended for survey control.
 OF1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1995.See file dsdata.txt to determine how the superseded data were derived.
 OF1995
 OF1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8997885979(NAD 83)
 OF1995_MARKER: DE = TRAVERSE STATION DISK
 OF1995_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1995
 OF1995  HISTORY     - Date     Condition        Report By
 OF1995  HISTORY     - 1976     MONUMENTED       NY-055
 OF1995  HISTORY     - 19990920 GOOD             USPSQD
 OF1995
 OF1995                          STATION DESCRIPTION
 OF1995
 OF1995'DESCRIBED BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1995'IN TOWN OF IRONDEQUOIT IN SW CORNER AT INTERSECTION OF PORTLAND AVE
 OF1995'AND RIDGE RD EAST ROUTE 104, 34.8 FT S OF CL OF RIDGE RD EAST ROUTE
 OF1995'104, 56.3 FT W OF CL OF PORTLAND AVE, 1.1 FT S OF S EDGE OF CONCRETE
 OF1995'SIDEWALK, AND 38.2 FT N OF UTILITY POLE RGE 90B.  STATION IS A
 OF1995'STANDARD DISK STAMPED---1330---IN CONCRETE POST WITH CAST IRON FRAME
 OF1995'AND COVER 0.4 FT BELOW GRADE.
 OF1995
 OF1995                          STATION RECOVERY (1999)
 OF1995
 OF1995'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0466 ***********************************************************************
 NB0466  DESIGNATION -  1330 CORUNI
 NB0466  PID         -  NB0466
 NB0466  STATE/COUNTY-  NY/TOMPKINS
 NB0466  USGS QUAD   -  LUDLOWVILLE (1971)
 NB0466
 NB0466                         *CURRENT SURVEY CONTROL
 NB0466  ___________________________________________________________________
 NB0466* NAD 83(1986)-  42 32 09.     (N)    076 32 23.     (W)     SCALED    
 NB0466* NAVD 88     -       118.245  (meters)     387.94   (feet)  ADJUSTED  
 NB0466  ___________________________________________________________________
 NB0466  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NB0466  DYNAMIC HT  -         118.207 (meters)     387.82  (feet)  COMP
 NB0466  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 NB0466
 NB0466  VERT ORDER  -  FIRST     CLASS II
 NB0466
 NB0466.The horizontal coordinates were scaled from a topographic map and have
 NB0466.an estimated accuracy of +/- 6 seconds.
 NB0466
 NB0466.The orthometric height was determined by differential leveling
 NB0466.and adjusted by the National Geodetic Survey in June 1991..
 NB0466
 NB0466.The geoid height was determined by GEOID03.
 NB0466
 NB0466.The dynamic height is computed by dividing the NAVD 88
 NB0466.geopotential number by the normal gravity value computed on the
 NB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0466.degrees latitude (g = 980.6199 gals.).
 NB0466
 NB0466.The modeled gravity was interpolated from observed gravity values.
 NB0466
 NB0466;                    North         East    Units  Estimated Accuracy
 NB0466;SPC NY C     -   281,610.      253,580.      MT  (+/- 180 meters Scaled)
 NB0466
 NB0466                          SUPERSEDED SURVEY CONTROL
 NB0466
 NB0466  NGVD 29 (??/??/92)  118.414  (m)          388.50   (f) ADJ UNCH    1 2
 NB0466
 NB0466.Superseded values are not recommended for survey control.
 NB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0466.See file dsdata.txt to determine how the superseded data were derived.
 NB0466
 NB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN735104(NAD 83)
 NB0466_MARKER: Q = CHISELED SQUARE
 NB0466_SETTING: 80 = SET IN A BOULDER
 NB0466_SP_SET: BOULDER
 NB0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0466+STABILITY: SURFACE MOTION
 NB0466
 NB0466  HISTORY     - Date     Condition        Report By
 NB0466  HISTORY     - 1933     MONUMENTED       CORUNI
 NB0466  HISTORY     - 1933     GOOD             NGS
 NB0466  HISTORY     - 1942     MARK NOT FOUND   NGS
 NB0466  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0466  HISTORY     - 20001020 MARK NOT FOUND   NYDT
 NB0466
 NB0466                          STATION DESCRIPTION
 NB0466
 NB0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0466'AT LUDLOWVILLE.
 NB0466'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., 275 FT.
 NB0466'SOUTHWEST OF LUDLOWVILLE STATION, 80 FT. NORTH OF THE CENTER LINE OF
 NB0466'DIRT ROAD, ON THE TOP OF THE SMALLER OF TWO BOULDERS, 300 FT. WEST
 NB0466'OF THE CENTER LINE OF THE TRACK AND 2 FT. BELOW THE BASE OF THE RAIL.
 NB0466
 NB0466                          STATION RECOVERY (1942)
 NB0466
 NB0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NB0466'MARK NOT FOUND.
 NB0466
 NB0466                          STATION RECOVERY (1982)
 NB0466
 NB0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0466'NOT RECOVERED.  THE TWO BOULDERS COULD NOT BE FOUND.
 NB0466
 NB0466                          STATION RECOVERY (2000)
 NB0466
 NB0466'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 NB0466'NEW BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1131 ***********************************************************************
 PH1131  DESIGNATION -  1333
 PH1131  PID         -  PH1131
 PH1131  STATE/COUNTY-  NY/ST LAWRENCE
 PH1131  USGS QUAD   -  OSWEGATCHIE (1980)
 PH1131
 PH1131                         *CURRENT SURVEY CONTROL
 PH1131  ___________________________________________________________________
 PH1131* NAD 83(1986)-  44 09 01.     (N)    075 06 23.     (W)     SCALED    
 PH1131* NAVD 88     -       406.378  (meters)    1333.26   (feet)  ADJUSTED  
 PH1131  ___________________________________________________________________
 PH1131  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 PH1131  DYNAMIC HT  -         406.302 (meters)    1333.01  (feet)  COMP
 PH1131  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 PH1131
 PH1131  VERT ORDER  -  SECOND    CLASS 0
 PH1131
 PH1131.The horizontal coordinates were scaled from a topographic map and have
 PH1131.an estimated accuracy of +/- 6 seconds.
 PH1131
 PH1131.The orthometric height was determined by differential leveling
 PH1131.and adjusted by the National Geodetic Survey in June 1991..
 PH1131
 PH1131.The geoid height was determined by GEOID03.
 PH1131
 PH1131.The dynamic height is computed by dividing the NAVD 88
 PH1131.geopotential number by the normal gravity value computed on the
 PH1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1131.degrees latitude (g = 980.6199 gals.).
 PH1131
 PH1131.The modeled gravity was interpolated from observed gravity values.
 PH1131
 PH1131;                    North         East    Units  Estimated Accuracy
 PH1131;SPC NY E     -   590,640.      101,490.      MT  (+/- 180 meters Scaled)
 PH1131
 PH1131                          SUPERSEDED SURVEY CONTROL
 PH1131
 PH1131  NGVD 29 (??/??/92)  406.498  (m)         1333.65   (f) ADJ UNCH    2 0
 PH1131
 PH1131.Superseded values are not recommended for survey control.
 PH1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1131.See file dsdata.txt to determine how the superseded data were derived.
 PH1131
 PH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP914885(NAD 83)
 PH1131_MARKER: DD = SURVEY DISK
 PH1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1131_SP_SET: BRIDGE
 PH1131_STAMPING: P.T. STA. NO. 1-1913--1333
 PH1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1131
 PH1131  HISTORY     - Date     Condition        Report By
 PH1131  HISTORY     - 1913     MONUMENTED       USGS
 PH1131  HISTORY     - 1935     GOOD             NGS
 PH1131
 PH1131                          STATION DESCRIPTION
 PH1131
 PH1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH1131'0.3 MI NE FROM ALDRICH.
 PH1131'1333 LOCATED 0.3 OF MILE NORTHEAST OF THE STATION.  23.5 FT. NORTHEAST
 PH1131'OF MILE POST NO. 65.  5.3 FT. SOUTHEAST OF SOUTHEAST RAIL.  ON SOUTH
 PH1131'CORNER OF RAILROAD BRIDGE NO. C-41 OVER LITTLE RIVER.  TABLET SET
 PH1131'FLUSH WITH SURFACE OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1162 ***********************************************************************
 NA1162  DESIGNATION -  1339
 NA1162  PID         -  NA1162
 NA1162  STATE/COUNTY-  NY/OTSEGO
 NA1162  USGS QUAD   -  HARTWICK (1994)
 NA1162
 NA1162                         *CURRENT SURVEY CONTROL
 NA1162  ___________________________________________________________________
 NA1162* NAD 83(1986)-  42 39 37.     (N)    075 02 42.     (W)     SCALED    
 NA1162* NAVD 88     -       408.074  (meters)    1338.82   (feet)  ADJUSTED  
 NA1162  ___________________________________________________________________
 NA1162  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 NA1162  DYNAMIC HT  -         407.932 (meters)    1338.36  (feet)  COMP
 NA1162  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 NA1162
 NA1162  VERT ORDER  -  SECOND    CLASS 0
 NA1162
 NA1162.The horizontal coordinates were scaled from a topographic map and have
 NA1162.an estimated accuracy of +/- 6 seconds.
 NA1162
 NA1162.The orthometric height was determined by differential leveling
 NA1162.and adjusted by the National Geodetic Survey in June 1991..
 NA1162
 NA1162.The geoid height was determined by GEOID03.
 NA1162
 NA1162.The dynamic height is computed by dividing the NAVD 88
 NA1162.geopotential number by the normal gravity value computed on the
 NA1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1162.degrees latitude (g = 980.6199 gals.).
 NA1162
 NA1162.The modeled gravity was interpolated from observed gravity values.
 NA1162
 NA1162;                    North         East    Units  Estimated Accuracy
 NA1162;SPC NY E     -   425,080.      105,320.      MT  (+/- 180 meters Scaled)
 NA1162
 NA1162                          SUPERSEDED SURVEY CONTROL
 NA1162
 NA1162  NGVD 29 (??/??/92)  408.200  (m)         1339.24   (f) ADJ UNCH    2 0
 NA1162
 NA1162.Superseded values are not recommended for survey control.
 NA1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1162.See file dsdata.txt to determine how the superseded data were derived.
 NA1162
 NA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN963230(NAD 83)
 NA1162_MARKER: DD = SURVEY DISK
 NA1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1162_SP_SET: WALL
 NA1162_STAMPING: 1339 1908
 NA1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1162
 NA1162  HISTORY     - Date     Condition        Report By
 NA1162  HISTORY     - 1908     MONUMENTED       USGS
 NA1162  HISTORY     - 1942     GOOD             NGS
 NA1162  HISTORY     - 1974     GOOD             LOCSUR
 NA1162
 NA1162                          STATION DESCRIPTION
 NA1162
 NA1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1162'AT HARTWICK.
 NA1162'AT HARTWICK, 0.2 MILE EAST OF THE FIRST BAPTIST CHURCH, AT BERTRAND
 NA1162'ROBERTS COAL AND FEED STORE.  A U.S.G.S. DISK, SET VERTICALLY IN THE
 NA1162'WEST STONE FOUNDATION WALL, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER,
 NA1162'AND 1.7 FEET ABOVE THE GROUND.  NOTE--ROBERTS COAL AND FEED STORE IS
 NA1162'DUE TO BE TORN DOWN IN APRIL OF 74.
 NA1162
 NA1162                          STATION RECOVERY (1974)
 NA1162
 NA1162'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 NA1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0386 ***********************************************************************
 KV0386  DESIGNATION -  1339 BOR
 KV0386  PID         -  KV0386
 KV0386  STATE/COUNTY-  NY/RICHMOND
 KV0386  USGS QUAD   -  THE NARROWS (1981)
 KV0386
 KV0386                         *CURRENT SURVEY CONTROL
 KV0386  ___________________________________________________________________
 KV0386* NAD 83(1986)-  40 33 37.     (N)    074 06 04.     (W)     SCALED    
 KV0386* NAVD 88     -         1.417  (meters)       4.65   (feet)  ADJUSTED  
 KV0386  ___________________________________________________________________
 KV0386  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0386  DYNAMIC HT  -           1.417 (meters)       4.65  (feet)  COMP
 KV0386  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 KV0386
 KV0386  VERT ORDER  -  FIRST     CLASS II
 KV0386
 KV0386.The horizontal coordinates were scaled from a topographic map and have
 KV0386.an estimated accuracy of +/- 6 seconds.
 KV0386
 KV0386.The orthometric height was determined by differential leveling
 KV0386.and adjusted by the National Geodetic Survey in June 1991..
 KV0386
 KV0386.The geoid height was determined by GEOID03.
 KV0386
 KV0386.The dynamic height is computed by dividing the NAVD 88
 KV0386.geopotential number by the normal gravity value computed on the
 KV0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0386.degrees latitude (g = 980.6199 gals.).
 KV0386
 KV0386.The modeled gravity was interpolated from observed gravity values.
 KV0386
 KV0386;                    North         East    Units  Estimated Accuracy
 KV0386;SPC NY L     -    43,710.      291,440.      MT  (+/- 180 meters Scaled)
 KV0386
 KV0386                          SUPERSEDED SURVEY CONTROL
 KV0386
 KV0386  NGVD 29 (04/16/92)    1.749  (m)            5.74   (f) ADJUSTED    1 2
 KV0386
 KV0386.Superseded values are not recommended for survey control.
 KV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0386.See file dsdata.txt to determine how the superseded data were derived.
 KV0386
 KV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK760903(NAD 83)
 KV0386_MARKER: Q = CHISELED SQUARE
 KV0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0386_SP_SET: DOOR SILL
 KV0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0386
 KV0386  HISTORY     - Date     Condition        Report By
 KV0386  HISTORY     - 1952     MONUMENTED       NY-085
 KV0386  HISTORY     - 1952     GOOD             CGS
 KV0386  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0386  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0386  HISTORY     - 19940819 MARK NOT FOUND   USPSQD
 KV0386  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 KV0386
 KV0386                          STATION DESCRIPTION
 KV0386
 KV0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0386'AT STATEN ISLAND.
 KV0386'ON STATEN ISLAND, AT NEW DORP BEACH, NEAR THE JUNCTION OF CEDAR
 KV0386'GROVE AVENUE AND GARIBALDI AVENUE, ABOUT 0.3 MILE WEST ALONG
 KV0386'CEDAR GROVE AVENUE FROM ITS JUNCTION WITH NEW DORP LANE, AN
 KV0386'OUTLINE SQUARE IN THE TOP OF THE SOUTHEAST END OF STONE DOOR
 KV0386'SILL OF SOUTHWEST ENTRANCE TO A BRICK BUILDING (FORMERLY LAUNDRY)
 KV0386'OF ST. JOHNS GUILD SEASIDE HOSPITAL (NOW ABANDONED) AND ABOUT
 KV0386'0.8 FOOT ABOVE GROUND.
 KV0386
 KV0386                          STATION RECOVERY (1985)
 KV0386
 KV0386'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0386'MARK NOT FOUND.
 KV0386
 KV0386                          STATION RECOVERY (1985)
 KV0386
 KV0386'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0386'THE FENCE CORNER, AND THE FENCE NO LONGER EXIST. THE CONCRETE IS
 KV0386'BADLY SPALLED, ONE-THIRD OF THE DISK IS UNDERCUT BUT THE STEM IS
 KV0386'STILL SECURE.
 KV0386
 KV0386                          STATION RECOVERY (1994)
 KV0386
 KV0386'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0386'MARK NOT FOUND.
 KV0386
 KV0386                          STATION RECOVERY (1996)
 KV0386
 KV0386'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1248 ***********************************************************************
 NA1248  DESIGNATION -  1344
 NA1248  PID         -  NA1248
 NA1248  STATE/COUNTY-  NY/DELAWARE
 NA1248  USGS QUAD   -  UNADILLA (1982)
 NA1248
 NA1248                         *CURRENT SURVEY CONTROL
 NA1248  ___________________________________________________________________
 NA1248* NAD 83(1986)-  42 17 16.     (N)    075 15 14.     (W)     SCALED    
 NA1248* NAVD 88     -       409.763  (meters)    1344.36   (feet)  ADJUSTED  
 NA1248  ___________________________________________________________________
 NA1248  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 NA1248  DYNAMIC HT  -         409.614 (meters)    1343.88  (feet)  COMP
 NA1248  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 NA1248
 NA1248  VERT ORDER  -  FIRST     CLASS II
 NA1248
 NA1248.The horizontal coordinates were scaled from a topographic map and have
 NA1248.an estimated accuracy of +/- 6 seconds.
 NA1248
 NA1248.The orthometric height was determined by differential leveling
 NA1248.and adjusted by the National Geodetic Survey in June 1991..
 NA1248
 NA1248.The geoid height was determined by GEOID03.
 NA1248
 NA1248.The dynamic height is computed by dividing the NAVD 88
 NA1248.geopotential number by the normal gravity value computed on the
 NA1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1248.degrees latitude (g = 980.6199 gals.).
 NA1248
 NA1248.The modeled gravity was interpolated from observed gravity values.
 NA1248
 NA1248;                    North         East    Units  Estimated Accuracy
 NA1248;SPC NY E     -   383,840.       87,830.      MT  (+/- 180 meters Scaled)
 NA1248
 NA1248                          SUPERSEDED SURVEY CONTROL
 NA1248
 NA1248  NGVD 29 (??/??/92)  409.883  (m)         1344.76   (f) ADJ UNCH    1 2
 NA1248
 NA1248.Superseded values are not recommended for survey control.
 NA1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1248.See file dsdata.txt to determine how the superseded data were derived.
 NA1248
 NA1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM790817(NAD 83)
 NA1248_MARKER: DD = SURVEY DISK
 NA1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1248_SP_SET: BRIDGE
 NA1248_STAMPING: 1344 ALBANY 1901
 NA1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1248
 NA1248  HISTORY     - Date     Condition        Report By
 NA1248  HISTORY     - 1901     MONUMENTED       USGS
 NA1248  HISTORY     - 1941     GOOD             NGS
 NA1248  HISTORY     - 1978     GOOD             NGS
 NA1248  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 NA1248
 NA1248                          STATION DESCRIPTION
 NA1248
 NA1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1248'AT SIDNEY CENTER.
 NA1248'IS AT MAYWOOD, DELAWARE COUNTY, N.Y. (SIDNEY CENTER), ON TRESTLE 216,
 NA1248'UNDER THE NORTH SIDE OF THE THIRD TRESTLE TOWER FROM THE EAST END.
 NA1248'(SEE NOTE 51, P. 585.) MAYWOOD (SIDNEY CENTER), TRESTLE 216, UNDER
 NA1248'NORTH SIDE OF THIRD TRESTLE TOWER FROM EAST END, IN TOP OF OLD PIER,
 NA1248'ALUMINUM TABLET STAMPED 1344 ALBANY 1901.
 NA1248
 NA1248                          STATION RECOVERY (1978)
 NA1248
 NA1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NA1248'THE MARK IS IN THE WAY OF CONSTRUCTION WORK AND WILL BE DESTROYED IN
 NA1248'THE NEAR FUTURE. A RESET MARK WAS SET ABOUT 50 FEET TO THE SOUTH. SEE
 NA1248'DESCRIPTION FOR 1344 USGS RESET 1978.
 NA1248
 NA1248                          STATION RECOVERY (1998)
 NA1248
 NA1248'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1810 ***********************************************************************
 NA1810  DESIGNATION -  1344 USGS RESET 1978
 NA1810  PID         -  NA1810
 NA1810  STATE/COUNTY-  NY/DELAWARE
 NA1810  USGS QUAD   -  UNADILLA (1982)
 NA1810
 NA1810                         *CURRENT SURVEY CONTROL
 NA1810  ___________________________________________________________________
 NA1810* NAD 83(1986)-  42 17 16.     (N)    075 15 14.     (W)     SCALED    
 NA1810* NAVD 88     -       410.55   (+/-2cm)    1346.9    (feet)  VERTCON   
 NA1810  ___________________________________________________________________
 NA1810  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 NA1810
 NA1810  VERT ORDER  -  THIRD (See Below)
 NA1810
 NA1810.The horizontal coordinates were scaled from a topographic map and have
 NA1810.an estimated accuracy of +/- 6 seconds.
 NA1810
 NA1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1810.The vertical order pertains to the NGVD 29 superseded value.
 NA1810
 NA1810.The geoid height was determined by GEOID03.
 NA1810
 NA1810;                    North         East    Units  Estimated Accuracy
 NA1810;SPC NY E     -   383,840.       87,830.      MT  (+/- 180 meters Scaled)
 NA1810
 NA1810                          SUPERSEDED SURVEY CONTROL
 NA1810
 NA1810  NGVD 29 (09/01/04)  410.67   (m)         1347.3    (f) RESET       3  
 NA1810
 NA1810.Superseded values are not recommended for survey control.
 NA1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1810.See file dsdata.txt to determine how the superseded data were derived.
 NA1810
 NA1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM790817(NAD 83)
 NA1810_MARKER: DB = BENCH MARK DISK
 NA1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1810_STAMPING: 1344 USGS RESET 1978
 NA1810_PROJECTION: FLUSH
 NA1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1810+STABILITY: SURFACE MOTION
 NA1810
 NA1810  HISTORY     - Date     Condition        Report By
 NA1810  HISTORY     - 1978     MONUMENTED       NGS
 NA1810
 NA1810                          STATION DESCRIPTION
 NA1810
 NA1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NA1810'IN SIDNEY CENTER.
 NA1810'FROM THE POST OFFICE IN SIDNEY CENTER, GO SOUTH ON A PAVED ROAD FOR
 NA1810'0.25 MILE TO THE MARK ON LEFT, 53 FEET NORTH OF A POWER LINE POLE,
 NA1810'26 FEET EAST OF THE CENTER OF A PAVED ROAD.
 NA1810'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 NA1810'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0431 ***********************************************************************
 KV0431  DESIGNATION -  135 NYBE+A
 KV0431  PID         -  KV0431
 KV0431  STATE/COUNTY-  NY/RICHMOND
 KV0431  USGS QUAD   -  JERSEY CITY (1981)
 KV0431
 KV0431                         *CURRENT SURVEY CONTROL
 KV0431  ___________________________________________________________________
 KV0431* NAD 83(1986)-  40 38 42.     (N)    074 06 06.     (W)     SCALED    
 KV0431* NAVD 88     -        11.039  (meters)      36.22   (feet)  ADJUSTED  
 KV0431  ___________________________________________________________________
 KV0431  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0431  DYNAMIC HT  -          11.035 (meters)      36.20  (feet)  COMP
 KV0431  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 KV0431
 KV0431  VERT ORDER  -  FIRST     CLASS II
 KV0431
 KV0431.The horizontal coordinates were scaled from a topographic map and have
 KV0431.an estimated accuracy of +/- 6 seconds.
 KV0431
 KV0431.The orthometric height was determined by differential leveling
 KV0431.and adjusted by the National Geodetic Survey in June 1991..
 KV0431
 KV0431.The geoid height was determined by GEOID03.
 KV0431
 KV0431.The dynamic height is computed by dividing the NAVD 88
 KV0431.geopotential number by the normal gravity value computed on the
 KV0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0431.degrees latitude (g = 980.6199 gals.).
 KV0431
 KV0431.The modeled gravity was interpolated from observed gravity values.
 KV0431
 KV0431;                    North         East    Units  Estimated Accuracy
 KV0431;SPC NY L     -    53,120.      291,400.      MT  (+/- 180 meters Scaled)
 KV0431
 KV0431                          SUPERSEDED SURVEY CONTROL
 KV0431
 KV0431  NGVD 29 (04/16/92)   11.375  (m)           37.32   (f) ADJUSTED    1 2
 KV0431
 KV0431.Superseded values are not recommended for survey control.
 KV0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0431.See file dsdata.txt to determine how the superseded data were derived.
 KV0431
 KV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK759997(NAD 83)
 KV0431_MARKER: Q = CHISELED SQUARE
 KV0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0431_SP_SET: STEPS
 KV0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0431+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 KV0431
 KV0431  HISTORY     - Date     Condition        Report By
 KV0431  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0431  HISTORY     - 1952     GOOD             CGS
 KV0431  HISTORY     - 1985     GOOD             USPSQD
 KV0431  HISTORY     - 20060529 GOOD             GEOCAC
 KV0431
 KV0431                          STATION DESCRIPTION
 KV0431
 KV0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0431'AT STATEN ISLAND.
 KV0431'ON STATEN ISLAND, AT SAILORS SNUG HARBOR, AN OUTLINE SQUARE
 KV0431'IN THE TOP OF THE SOUTHEAST CORNER OF A LARGE GRANITE BLOCK
 KV0431'AT EAST END OF STEPS TO NORTH ENTRANCE TO ADMINSTRATION BUILDING
 KV0431'AT SAILORS SNUG HARBOR AND ABOUT 2 1/2 FEET ABOVE GROUND.
 KV0431
 KV0431                          STATION RECOVERY (1985)
 KV0431
 KV0431'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0431'RECOVERED IN GOOD CONDITION.
 KV0431
 KV0431                          STATION RECOVERY (2006)
 KV0431
 KV0431'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0431'FOUND AS DESCRIBED.  HAND HELD GPS COORDINATES N 40 38 10.3 W 074 06
 KV0431'06.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1937 ***********************************************************************
 PH1937  DESIGNATION -  135 SUB IBC
 PH1937  PID         -  PH1937
 PH1937  STATE/COUNTY-  NY/ST LAWRENCE
 PH1937  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1937
 PH1937                         *CURRENT SURVEY CONTROL
 PH1937  ___________________________________________________________________
 PH1937* NAD 83(1996)-  44 43 19.21981(N)    075 29 19.02891(W)     ADJUSTED  
 PH1937* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 PH1937  ___________________________________________________________________
 PH1937  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 PH1937  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 PH1937
 PH1937  HORZ ORDER  -  THIRD
 PH1937
 PH1937.The horizontal coordinates were established by classical geodetic methods
 PH1937.and adjusted by the National Geodetic Survey in January 1999..
 PH1937
 PH1937.The orthometric height was scaled from a topographic map.
 PH1937
 PH1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1937
 PH1937.The geoid height was determined by GEOID03.
 PH1937
 PH1937;                    North         East     Units Scale Factor Converg.
 PH1937;SPC NY E     -   654,459.509    71,682.289   MT  0.99997540   -0 41 44.5
 PH1937;SPC NY E     - 2,147,172.57    235,177.64   sFT  0.99997540   -0 41 44.5
 PH1937;UTM  18      - 4,952,185.598   461,303.566   MT  0.99961841   -0 20 37.8
 PH1937
 PH1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1937!SPC NY E     -   0.99999205  x   0.99997540  =   0.99996746
 PH1937!UTM  18      -   0.99999205  x   0.99961841  =   0.99961047
 PH1937
 PH1937:                Primary Azimuth Mark                     Grid Az
 PH1937:SPC NY E     -  JOHNSON ELEVATOR FLAGPOLE IBC            049 56 19.4
 PH1937:UTM  18      -  JOHNSON ELEVATOR FLAGPOLE IBC            049 35 12.7
 PH1937
 PH1937|---------------------------------------------------------------------|
 PH1937| PID    Reference Object                     Distance      Geod. Az  |
 PH1937|                                                           dddmmss.s |
 PH1937| PH1932 JOHNSON ELEVATOR FLAGPOLE IBC       APPROX. 1.7 KM 0491434.9 |
 PH1937| PH1940 WINDMILL PT L H IBC                 156.519 METERS 13145     |
 PH1937| PH2183 OGDENSBURG L H IBC                  APPROX. 2.9 KM 2034113.5 |
 PH1937| PH2185 PRESCOTT ST JOHNS ANG C SP IBC      APPROX. 2.5 KM 2420659.2 |
 PH1937|---------------------------------------------------------------------|
 PH1937
 PH1937                          SUPERSEDED SURVEY CONTROL
 PH1937
 PH1937  NAD 83(1986)-  44 43 19.22581(N)    075 29 19.03086(W) AD(       ) 3
 PH1937  NAD 27      -  44 43 18.99000(N)    075 29 20.22500(W) AD(       ) 3
 PH1937
 PH1937.Superseded values are not recommended for survey control.
 PH1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1937.See file dsdata.txt to determine how the superseded data were derived.
 PH1937
 PH1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6130452186(NAD 83)
 PH1937_MARKER: DD = SURVEY DISK
 PH1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1937+STABILITY: SURFACE MOTION
 PH1937
 PH1937  HISTORY     - Date     Condition        Report By
 PH1937  HISTORY     - 1939     MONUMENTED       IBC
 PH1937  HISTORY     - 1960     GOOD             IBC
 PH1937
 PH1937                          STATION DESCRIPTION
 PH1937
 PH1937'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1937'ON THE NORTH BANK OF THE ST LAWRENCE RIVER ABOUT 1-1/2 MILES BELOW
 PH1937'PRESCOTT, ABOUT 140 METERS NORTH OF WINDMILL POINT LIGHTHOUSE, ABOUT
 PH1937'90 METERS SOUTH OF ONTARIO HIGHWAY NO 2.  THE STATION IS IN A ROCKY
 PH1937'PASTURE, 2 METERS WEST OF THE SOUTHWEST BANK OF AN OLD STONE QUARRY,
 PH1937'ABOUT 75 METERS NORTHEAST OF AN OLD STONE HOUSE WITH ATTACHED BARN,
 PH1937'AND ABOUT 120 METERS SOUTHWEST OF AN OLD STONE BARN WITH A WOODEN SHED
 PH1937'ATTACHED.
 PH1937'
 PH1937'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1937'BRONZE - DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND IN THE TOP
 PH1937'OF A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 24 INCHES IN
 PH1937'DEPTH.  THE SUBSURFACE MARK IS A BRASS SCREW SET WITH CEMENT IN A
 PH1937'DRILL HOLE IN A ROCK 30 INCHES UNDERGROUND.
 PH1937
 PH1937                          STATION RECOVERY (1960)
 PH1937
 PH1937'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 PH1937'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1142 ***********************************************************************
 PG1142  DESIGNATION -  1351 USGS
 PG1142  PID         -  PG1142
 PG1142  STATE/COUNTY-  NY/CLINTON
 PG1142  USGS QUAD   -  MOFFITSVILLE (1968)
 PG1142
 PG1142                         *CURRENT SURVEY CONTROL
 PG1142  ___________________________________________________________________
 PG1142* NAD 83(1986)-  44 41 51.     (N)    073 45 02.     (W)     SCALED    
 PG1142* NAVD 88     -       411.745  (meters)    1350.87   (feet)  ADJUSTED  
 PG1142  ___________________________________________________________________
 PG1142  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PG1142  DYNAMIC HT  -         411.706 (meters)    1350.74  (feet)  COMP
 PG1142  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 PG1142
 PG1142  VERT ORDER  -  SECOND    CLASS 0
 PG1142
 PG1142.The horizontal coordinates were scaled from a topographic map and have
 PG1142.an estimated accuracy of +/- 6 seconds.
 PG1142
 PG1142.The orthometric height was determined by differential leveling
 PG1142.and adjusted by the National Geodetic Survey in June 1991..
 PG1142
 PG1142.The geoid height was determined by GEOID03.
 PG1142
 PG1142.The dynamic height is computed by dividing the NAVD 88
 PG1142.geopotential number by the normal gravity value computed on the
 PG1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1142.degrees latitude (g = 980.6199 gals.).
 PG1142
 PG1142.The modeled gravity was interpolated from observed gravity values.
 PG1142
 PG1142;                    North         East    Units  Estimated Accuracy
 PG1142;SPC NY E     -   651,530.      209,400.      MT  (+/- 180 meters Scaled)
 PG1142
 PG1142                          SUPERSEDED SURVEY CONTROL
 PG1142
 PG1142  NGVD 29 (??/??/??)  411.824  (m)         1351.13   (f) ADJUSTED    2 0
 PG1142
 PG1142.Superseded values are not recommended for survey control.
 PG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1142.See file dsdata.txt to determine how the superseded data were derived.
 PG1142
 PG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ989501(NAD 83)
 PG1142_MARKER: DD = SURVEY DISK
 PG1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1142_SP_SET: CULVERT
 PG1142_STAMPING: 1351 FT. NEW YORK
 PG1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1142
 PG1142  HISTORY     - Date     Condition        Report By
 PG1142  HISTORY     - UNK      MONUMENTED       USGS
 PG1142  HISTORY     - 1935     GOOD             CGS
 PG1142
 PG1142                          STATION DESCRIPTION
 PG1142
 PG1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1142'2 MI SW FROM DANNEMORA.
 PG1142'IS LOCATED 2 MILES SOUTHWEST OF STATION AT DANNEMORA.  30 FEET
 PG1142'NORTHEAST OF CENTERLINE OF A ROAD CROSSING.  8 FEET NORTHWEST OF
 PG1142'NORTHWEST RAIL OF TRACK.  STANDARD TABLET SET ON NORTHWEST END OF 18
 PG1142'IN. RAILROAD CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0556 ***********************************************************************
 NA0556  DESIGNATION -  1352
 NA0556  PID         -  NA0556
 NA0556  STATE/COUNTY-  NY/DELAWARE
 NA0556  USGS QUAD   -  WEST DAVENPORT (1982)
 NA0556
 NA0556                         *CURRENT SURVEY CONTROL
 NA0556  ___________________________________________________________________
 NA0556* NAD 83(1986)-  42 25 31.     (N)    074 53 29.     (W)     SCALED    
 NA0556* NAVD 88     -       411.969  (meters)    1351.60   (feet)  ADJUSTED  
 NA0556  ___________________________________________________________________
 NA0556  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 NA0556  DYNAMIC HT  -         411.819 (meters)    1351.11  (feet)  COMP
 NA0556  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 NA0556
 NA0556  VERT ORDER  -  SECOND    CLASS 0
 NA0556
 NA0556.The horizontal coordinates were scaled from a topographic map and have
 NA0556.an estimated accuracy of +/- 6 seconds.
 NA0556
 NA0556.The orthometric height was determined by differential leveling
 NA0556.and adjusted by the National Geodetic Survey in June 1991..
 NA0556
 NA0556.The geoid height was determined by GEOID03.
 NA0556
 NA0556.The dynamic height is computed by dividing the NAVD 88
 NA0556.geopotential number by the normal gravity value computed on the
 NA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0556.degrees latitude (g = 980.6199 gals.).
 NA0556
 NA0556.The modeled gravity was interpolated from observed gravity values.
 NA0556
 NA0556;                    North         East    Units  Estimated Accuracy
 NA0556;SPC NY E     -   398,910.      117,790.      MT  (+/- 180 meters Scaled)
 NA0556
 NA0556                          SUPERSEDED SURVEY CONTROL
 NA0556
 NA0556  NGVD 29 (??/??/92)  412.086  (m)         1351.99   (f) ADJ UNCH    2 0
 NA0556
 NA0556.Superseded values are not recommended for survey control.
 NA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0556.See file dsdata.txt to determine how the superseded data were derived.
 NA0556
 NA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM089970(NAD 83)
 NA0556_MARKER: DD = SURVEY DISK
 NA0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0556_SP_SET: DOOR SILL
 NA0556_STAMPING: 1352 ADJ 1903
 NA0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0556
 NA0556  HISTORY     - Date     Condition        Report By
 NA0556  HISTORY     - 1903     MONUMENTED       USGS
 NA0556  HISTORY     - 1942     GOOD             NGS
 NA0556
 NA0556                          STATION DESCRIPTION
 NA0556
 NA0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0556'AT EAST MEREDITH.
 NA0556'AT EAST MEREDITH, DELAWARE COUNTY, AT THE NEW YORK CENTRAL RAILROAD
 NA0556'STATION EAST WAITING-ROOM, IN THE NORTH DOOR SILL, AND 22 FEET SOUTH
 NA0556'OF THE SOUTH RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NA0556'STAMPED 1352 ADJ 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0941 ***********************************************************************
 NA0941  DESIGNATION -  1353
 NA0941  PID         -  NA0941
 NA0941  STATE/COUNTY-  NY/OTSEGO
 NA0941  USGS QUAD   -  SCHENEVUS (1994)
 NA0941
 NA0941                         *CURRENT SURVEY CONTROL
 NA0941  ___________________________________________________________________
 NA0941* NAD 83(1986)-  42 36 34.     (N)    074 49 10.     (W)     SCALED    
 NA0941* NAVD 88     -       412.393  (meters)    1352.99   (feet)  ADJUSTED  
 NA0941  ___________________________________________________________________
 NA0941  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NA0941  DYNAMIC HT  -         412.248 (meters)    1352.52  (feet)  COMP
 NA0941  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 NA0941
 NA0941  VERT ORDER  -  SECOND    CLASS 0
 NA0941
 NA0941.The horizontal coordinates were scaled from a topographic map and have
 NA0941.an estimated accuracy of +/- 6 seconds.
 NA0941
 NA0941.The orthometric height was determined by differential leveling
 NA0941.and adjusted by the National Geodetic Survey in June 1991..
 NA0941
 NA0941.The geoid height was determined by GEOID03.
 NA0941
 NA0941.The dynamic height is computed by dividing the NAVD 88
 NA0941.geopotential number by the normal gravity value computed on the
 NA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0941.degrees latitude (g = 980.6199 gals.).
 NA0941
 NA0941.The modeled gravity was interpolated from observed gravity values.
 NA0941
 NA0941;                    North         East    Units  Estimated Accuracy
 NA0941;SPC NY E     -   419,340.      123,790.      MT  (+/- 180 meters Scaled)
 NA0941
 NA0941                          SUPERSEDED SURVEY CONTROL
 NA0941
 NA0941  NGVD 29 (??/??/92)  412.511  (m)         1353.38   (f) ADJ UNCH    2 0
 NA0941
 NA0941.Superseded values are not recommended for survey control.
 NA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0941.See file dsdata.txt to determine how the superseded data were derived.
 NA0941
 NA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN148174(NAD 83)
 NA0941_MARKER: DD = SURVEY DISK
 NA0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0941_SP_SET: STONE
 NA0941_STAMPING: 1353 1903 ADJ
 NA0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0941+STABILITY: SURFACE MOTION
 NA0941
 NA0941  HISTORY     - Date     Condition        Report By
 NA0941  HISTORY     - 1903     MONUMENTED       USGS
 NA0941  HISTORY     - 1942     GOOD             NGS
 NA0941
 NA0941                          STATION DESCRIPTION
 NA0941
 NA0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0941'1.3 MI N FROM ELK CREEK.
 NA0941'1.3 MILES NORTH ALONG STATE HIGHWAY NO. 314 FROM THE POST OFFICE AT
 NA0941'ELK CREEK, AT A LARGE 2-STORY WHITE FARMHOUSE OF RAY GREEN.  A
 NA0941'U.S.G.S. BRONZE DISK, SET VERTICALLY, IN THE STONE FOUNDATION OF THE
 NA0941'NORTH WALL, 29 FEET EAST OF THE NORTHWEST CORNER, AND 1.0 FOOT ABOVE
 NA0941'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1630 ***********************************************************************
 NA1630  DESIGNATION -  1358
 NA1630  PID         -  NA1630
 NA1630  STATE/COUNTY-  NY/MADISON
 NA1630  USGS QUAD   -  WEST EATON (1943)
 NA1630
 NA1630                         *CURRENT SURVEY CONTROL
 NA1630  ___________________________________________________________________
 NA1630* NAD 83(1986)-  42 46 59.     (N)    075 38 51.     (W)     SCALED    
 NA1630* NAVD 88     -       413.861  (meters)    1357.81   (feet)  ADJUSTED  
 NA1630  ___________________________________________________________________
 NA1630  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 NA1630  DYNAMIC HT  -         413.725 (meters)    1357.36  (feet)  COMP
 NA1630  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 NA1630
 NA1630  VERT ORDER  -  SECOND    CLASS 0
 NA1630
 NA1630.The horizontal coordinates were scaled from a topographic map and have
 NA1630.an estimated accuracy of +/- 6 seconds.
 NA1630
 NA1630.The orthometric height was determined by differential leveling
 NA1630.and adjusted by the National Geodetic Survey in June 1991..
 NA1630
 NA1630.The geoid height was determined by GEOID03.
 NA1630
 NA1630.The dynamic height is computed by dividing the NAVD 88
 NA1630.geopotential number by the normal gravity value computed on the
 NA1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1630.degrees latitude (g = 980.6199 gals.).
 NA1630
 NA1630.The modeled gravity was interpolated from observed gravity values.
 NA1630
 NA1630;                    North         East    Units  Estimated Accuracy
 NA1630;SPC NY C     -   309,500.      326,570.      MT  (+/- 180 meters Scaled)
 NA1630
 NA1630                          SUPERSEDED SURVEY CONTROL
 NA1630
 NA1630  NGVD 29 (??/??/92)  413.96   (m)         1358.1    (f) COMPUTED    2 0
 NA1630
 NA1630.Superseded values are not recommended for survey control.
 NA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1630.See file dsdata.txt to determine how the superseded data were derived.
 NA1630
 NA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN470369(NAD 83)
 NA1630_MARKER: DD = SURVEY DISK
 NA1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1630_SP_SET: WALL
 NA1630_STAMPING: NEW YORK 1358
 NA1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1630
 NA1630  HISTORY     - Date     Condition        Report By
 NA1630  HISTORY     - UNK      MONUMENTED       USGS
 NA1630  HISTORY     - 1935     GOOD             NGS
 NA1630
 NA1630                          STATION DESCRIPTION
 NA1630
 NA1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA1630'AT LEBANON.
 NA1630'IS LOCATED AT LEBANON.  148 FEET SOUTHEAST OF ENTRANCE TO LEBANON
 NA1630'CEMETERY.  120 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK.
 NA1630'STANDARD TABLET SET VERTICALLY IN WEST WALL OF A STONE DWELLING HOUSE.
 NA1630'2 FEET FROM SOUTHWEST CORNER.  1 FEET ABOVE THE LEVEL OF FRONT PORCH.
 NA1630'NOTE--OLD STORE IN WHICH THIS MARK WAS ORIGINALLY SET HAS BEEN TORN
 NA1630'DOWN.  MARK WAS MOVED TO PRESENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0941 ***********************************************************************
 KU0941  DESIGNATION -  136
 KU0941  PID         -  KU0941
 KU0941  STATE/COUNTY-  NY/BRONX
 KU0941  USGS QUAD   -  YONKERS (1979)
 KU0941
 KU0941                         *CURRENT SURVEY CONTROL
 KU0941  ___________________________________________________________________
 KU0941* NAD 83(1986)-  40 54 49.     (N)    073 54 39.     (W)     SCALED    
 KU0941* NAVD 88     -         2.974  (meters)       9.76   (feet)  ADJUSTED  
 KU0941  ___________________________________________________________________
 KU0941  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU0941  DYNAMIC HT  -           2.973 (meters)       9.75  (feet)  COMP
 KU0941  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 KU0941
 KU0941  VERT ORDER  -  FIRST     CLASS I
 KU0941
 KU0941.The horizontal coordinates were scaled from a topographic map and have
 KU0941.an estimated accuracy of +/- 6 seconds.
 KU0941
 KU0941.The orthometric height was determined by differential leveling
 KU0941.and adjusted by the National Geodetic Survey in June 1991..
 KU0941
 KU0941.The geoid height was determined by GEOID03.
 KU0941
 KU0941.The dynamic height is computed by dividing the NAVD 88
 KU0941.geopotential number by the normal gravity value computed on the
 KU0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0941.degrees latitude (g = 980.6199 gals.).
 KU0941
 KU0941.The modeled gravity was interpolated from observed gravity values.
 KU0941
 KU0941;                    North         East    Units  Estimated Accuracy
 KU0941;SPC NY E     -   231,120.      199,630.      MT  (+/- 180 meters Scaled)
 KU0941
 KU0941                          SUPERSEDED SURVEY CONTROL
 KU0941
 KU0941  NGVD 29 (??/??/92)    3.289  (m)           10.79   (f) ADJ UNCH    1 1
 KU0941
 KU0941.Superseded values are not recommended for survey control.
 KU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0941.See file dsdata.txt to determine how the superseded data were derived.
 KU0941
 KU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL917297(NAD 83)
 KU0941_MARKER: B = BOLT
 KU0941_SETTING: 66 = SET IN ROCK OUTCROP
 KU0941_SP_SET: ROCK CUT
 KU0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0941+STABILITY: POSITION/ELEVATION WELL
 KU0941
 KU0941  HISTORY     - Date     Condition        Report By
 KU0941  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0941  HISTORY     - 1952     GOOD             NGS
 KU0941  HISTORY     - 1965     GOOD             NGS
 KU0941
 KU0941                          STATION DESCRIPTION
 KU0941
 KU0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0941'AT NEW YORK.
 KU0941'AT NEW YORK, IN BOROUGH OF BRONX, ALONG THE NEW YORK CENTRAL
 KU0941'RAILROAD, AT MT. ST. VINCENT, ABOUT 90 YARDS NORTH OF PEDESTRAIN
 KU0941'OVERPASS OVER TRACKS, AT RIGHT ANGLE ACROSS TRACK FROM POWER
 KU0941'TRANSMISSION POLE NO. 259, 5.7 FEET EAST OF EAST RAIL, THE
 KU0941'TOP OF AN IRON BOLT SET IN SLANTING PART OF A ROCK CUT, 56 FEET
 KU0941'NORTH OF NORTH END OF A CONCRETE RETAINING WALL, AND ABOUT 1 FOOT
 KU0941'ABOVE LEVEL OF TRACK.
 KU0941
 KU0941                          STATION RECOVERY (1965)
 KU0941
 KU0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0022 ***********************************************************************
 NC0022  DESIGNATION -  1362
 NC0022  PID         -  NC0022
 NC0022  STATE/COUNTY-  NY/WYOMING
 NC0022  USGS QUAD   -  CASTILE (1976)
 NC0022
 NC0022                         *CURRENT SURVEY CONTROL
 NC0022  ___________________________________________________________________
 NC0022* NAD 83(1986)-  42 43 03.     (N)    078 00 20.     (W)     SCALED    
 NC0022* NAVD 88     -       415.21   (+/-2cm)    1362.2    (feet)  VERTCON   
 NC0022  ___________________________________________________________________
 NC0022  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NC0022
 NC0022  VERT ORDER  -  THIRD (See Below)
 NC0022
 NC0022.The horizontal coordinates were scaled from a topographic map and have
 NC0022.an estimated accuracy of +/- 6 seconds.
 NC0022
 NC0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0022.The vertical order pertains to the NGVD 29 superseded value.
 NC0022
 NC0022.The geoid height was determined by GEOID03.
 NC0022
 NC0022;                    North         East    Units  Estimated Accuracy
 NC0022;SPC NY W     -   301,950.      397,330.      MT  (+/- 180 meters Scaled)
 NC0022
 NC0022                          SUPERSEDED SURVEY CONTROL
 NC0022
 NC0022  NGVD 29 (??/??/??)  415.35   (m)         1362.7    (f) RESET       3  
 NC0022
 NC0022.Superseded values are not recommended for survey control.
 NC0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0022.See file dsdata.txt to determine how the superseded data were derived.
 NC0022
 NC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH451337(NAD 83)
 NC0022_MARKER: DD = SURVEY DISK
 NC0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0022_SP_SET: BRIDGE ABUTMENT
 NC0022_STAMPING: 1362 ALBANY 1903
 NC0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0022
 NC0022  HISTORY     - Date     Condition        Report By
 NC0022  HISTORY     - 1903     MONUMENTED       USGS
 NC0022  HISTORY     - 1929     GOOD             NGS
 NC0022
 NC0022                          STATION DESCRIPTION
 NC0022
 NC0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0022'IN PERRY.
 NC0022'PERRY, NORTH END OF WEST ABUTMENT OF RAILROAD BRIDGE A-7-C AT STATION,
 NC0022'IN TOP STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0393 ***********************************************************************
 KV0393  DESIGNATION -  1365 BOR
 KV0393  PID         -  KV0393
 KV0393  STATE/COUNTY-  NY/RICHMOND
 KV0393  USGS QUAD   -  THE NARROWS (1981)
 KV0393
 KV0393                         *CURRENT SURVEY CONTROL
 KV0393  ___________________________________________________________________
 KV0393* NAD 83(1986)-  40 35 22.     (N)    074 04 04.     (W)     SCALED    
 KV0393* NAVD 88     -         1.234  (meters)       4.05   (feet)  ADJUSTED  
 KV0393  ___________________________________________________________________
 KV0393  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0393  DYNAMIC HT  -           1.234 (meters)       4.05  (feet)  COMP
 KV0393  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 KV0393
 KV0393  VERT ORDER  -  FIRST     CLASS II
 KV0393
 KV0393.The horizontal coordinates were scaled from a topographic map and have
 KV0393.an estimated accuracy of +/- 6 seconds.
 KV0393
 KV0393.The orthometric height was determined by differential leveling
 KV0393.and adjusted by the National Geodetic Survey in June 1991..
 KV0393
 KV0393.The geoid height was determined by GEOID03.
 KV0393
 KV0393.The dynamic height is computed by dividing the NAVD 88
 KV0393.geopotential number by the normal gravity value computed on the
 KV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0393.degrees latitude (g = 980.6199 gals.).
 KV0393
 KV0393.The modeled gravity was interpolated from observed gravity values.
 KV0393
 KV0393;                    North         East    Units  Estimated Accuracy
 KV0393;SPC NY L     -    46,950.      294,260.      MT  (+/- 180 meters Scaled)
 KV0393
 KV0393                          SUPERSEDED SURVEY CONTROL
 KV0393
 KV0393  NGVD 29 (04/16/92)    1.570  (m)            5.15   (f) ADJUSTED    1 2
 KV0393
 KV0393.Superseded values are not recommended for survey control.
 KV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0393.See file dsdata.txt to determine how the superseded data were derived.
 KV0393
 KV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK788936(NAD 83)
 KV0393_MARKER: Q = CHISELED SQUARE
 KV0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0393_SP_SET: METAL PUMP STA CONC BASE
 KV0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0393
 KV0393  HISTORY     - Date     Condition        Report By
 KV0393  HISTORY     - 1952     MONUMENTED       NY-085
 KV0393  HISTORY     - 1952     GOOD             CGS
 KV0393  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 KV0393  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 KV0393
 KV0393                          STATION DESCRIPTION
 KV0393
 KV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0393'AT STATEN ISLAND.
 KV0393'ON STATEN ISLAND, AT SOUTH BEACH, ALONG SEASIDE BOULEVARD, NEAR
 KV0393'INTERSECTION OF SAND LANE, AN OUTLINE SQUARE ON TOP OF THE
 KV0393'SOUTHEAST CORNER OF CONCRETE BASE OF A SMALL METAL PUMPING STATION,
 KV0393'119 YARDS SOUTHWEST OF CENTER LINE OF SAND LANE, 34 FEET NORTHWEST
 KV0393'OF CENTER LINE OF SEASIDE BOULEVARD, 6 INCHES WEST OF EAST FACE
 KV0393'OF BASE, 2 INCHES NORTH OF SOUTH FACE OF BASE AND ABOUT FLUSH WITH
 KV0393'GROUND.
 KV0393
 KV0393                          STATION RECOVERY (1995)
 KV0393
 KV0393'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0393'MARK NOT FOUND.
 KV0393
 KV0393                          STATION RECOVERY (1996)
 KV0393
 KV0393'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1768 ***********************************************************************
 NB1768  DESIGNATION -  136=COTTLE RESET
 NB1768  PID         -  NB1768
 NB1768  STATE/COUNTY-  NY/CAYUGA
 NB1768  USGS QUAD   -  SKANEATELES (1976)
 NB1768
 NB1768                         *CURRENT SURVEY CONTROL
 NB1768  ___________________________________________________________________
 NB1768* NAD 83(1996)-  42 58 30.21913(N)    076 27 54.35468(W)     ADJUSTED  
 NB1768* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 NB1768  ___________________________________________________________________
 NB1768  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 NB1768  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NB1768
 NB1768  HORZ ORDER  -  SECOND
 NB1768
 NB1768.The horizontal coordinates were established by classical geodetic methods
 NB1768.and adjusted by the National Geodetic Survey in January 1999..
 NB1768
 NB1768.The orthometric height was scaled from a topographic map.
 NB1768
 NB1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1768
 NB1768.The geoid height was determined by GEOID03.
 NB1768
 NB1768;                    North         East     Units Scale Factor Converg.
 NB1768;SPC NY C     -   330,406.436   259,644.277   MT  0.99993864   +0 04 50.2
 NB1768;SPC NY C     - 1,084,008.45    851,849.60   sFT  0.99993864   +0 04 50.2
 NB1768;UTM  18      - 4,759,086.693   380,533.006   MT  0.99977558   -0 59 55.8
 NB1768
 NB1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1768!SPC NY C     -   0.99995797  x   0.99993864  =   0.99989661
 NB1768!UTM  18      -   0.99995797  x   0.99977558  =   0.99973355
 NB1768
 NB1768:                Primary Azimuth Mark                     Grid Az
 NB1768:SPC NY C     -  COTTLE AZ MK                             030 31 46.0
 NB1768:UTM  18      -  COTTLE AZ MK                             031 36 32.0
 NB1768
 NB1768|---------------------------------------------------------------------|
 NB1768| PID    Reference Object                     Distance      Geod. Az  |
 NB1768|                                                           dddmmss.s |
 NB1768| CZ7672 COTTLE AZ MK                                       0303636.2 |
 NB1768| CZ7674 COTTLE RM 2                          18.325 METERS 25854     |
 NB1768| NB1835 THROOP                              APPROX.11.8 KM 2784007.4 |
 NB1768| CZ7673 COTTLE RM 1                          30.035 METERS 33154     |
 NB1768|---------------------------------------------------------------------|
 NB1768
 NB1768                          SUPERSEDED SURVEY CONTROL
 NB1768
 NB1768  NAD 83(1986)-  42 58 30.22498(N)    076 27 54.35199(W) AD(       ) 2
 NB1768  NAD 27      -  42 58 29.98700(N)    076 27 55.58000(W) AD(       ) 2
 NB1768
 NB1768.Superseded values are not recommended for survey control.
 NB1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1768.See file dsdata.txt to determine how the superseded data were derived.
 NB1768
 NB1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN8053359087(NAD 83)
 NB1768
 NB1768  HISTORY     - Date     Condition        Report By
 NB1768  HISTORY     - 1942     MONUMENTED       NYSS
 NB1768  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NB1768  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NB1768
 NB1768                          STATION DESCRIPTION
 NB1768
 NB1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1768'STATION IS LOCATED ABOUT 2.75 MILES NNW OF SKANEATELES, ABOUT 1.25
 NB1768'MILES W OF MOTTVILLE, AND ABOUT 1.5 MILES S OF SKANEATELES FALLS
 NB1768'ON THE PROPERTY OF MR. W.J. BINNS.  STATION IS LOCATED IN A
 NB1768'CATTLE LANE AT THE TOP OF A HILL JUST W OF MR. BINNS HOUSE.
 NB1768'STATION IS MARKED BY A NEW YORK STATE SURVEY 6- BY 6-INCH GRANITE
 NB1768'POST WITH N Y S S CHISELED ON THE SIDE.  THE POST, WHICH
 NB1768'PROJECTS ABOUT 4 INCHES, HAS A BRONZE U.S.C. AND G.S.
 NB1768'TRIANGULATION STATION DISK SET IN A DRILL HOLE IN THE TOP.  MARK
 NB1768'IS STAMPED COTTLE NYSS 136, 1942, 1882.
 NB1768'
 NB1768'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE BRONZE DISKS SET IN
 NB1768'CONCRETE, AS DESCRIBED IN NOTE 11A.
 NB1768'
 NB1768'REFERENCE MARK NO. 1 IS SET IN A SMALL BOULDER WHICH IS FLUSH
 NB1768'WITH THE GROUND.  MARK IS 26 PACES W OF THE E SIDE OF THE FIELD
 NB1768'AND 34 PACES NW OF THE GATE TO THE FIELD.  MARK IS STAMPED COTTLE
 NB1768'NYSS 136 1882 1942 NO. 1.
 NB1768'
 NB1768'REFERENCE MARK NO. 2 IS SET IN THE SAME CATTLE LANE AS THE
 NB1768'STATION, 6 INCHES N OF THE S FENCE.  MARK IS STAMPED COTTLE NO. 2
 NB1768'NYSS 136 1882 1942.
 NB1768'
 NB1768'AZIMUTH MARK IS SET 8 PACES W OF THE CENTER LINE OF THE ROAD
 NB1768'TO THE STATION, 19 PACES SE OF THE SE CORNER OF THE HOUSE, AND 15
 NB1768'PACES S OF THE WELL.  MARK IS STAMPED COTTLE NYSS 1882 1942 AND
 NB1768'PROJECTS ABOUT 4 INCHES.
 NB1768'
 NB1768'TO REACH THE STATION FROM THE JUNCTION OF U.S. 20 AND STATE
 NB1768'ROUTE 41A IN SKANEATELES AT N END OF THE LAKE GO W ON 20 FOR 0.4
 NB1768'MILE TO A SIDE ROAD RIGHT OPPOSITE A CEMETERY, TURN RIGHT AND GO
 NB1768'1.35 MILES TO A CROSS ROAD AT WHITE HOUSE ON THE LEFT, CONTINUE N
 NB1768'ON A GRAVEL ROAD FOR 0.8 MILE TO A CROSS ROAD, THEN CONTINUE N
 NB1768'ON A GRAVEL ROAD FOR 0.3 MILE TO MR. BINNS DRIVE ON THE
 NB1768'LEFT.** TURN LEFT INTO DRIVE AND GO WESTERLY AROUND THE HOUSE
 NB1768'AND BARN TO A FARM ROAD UP THE HILL BEHIND THE BARN, TURN LEFT
 NB1768'UP THE HILL AND GO 0.1 MILE TO THE TOP OF GRADE, TURN RIGHT
 NB1768'AND GO 0.05 MILE TO THE CATTLE LANE AND THE STATION.
 NB1768'
 NB1768'**TO REACH THE AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD
 NB1768'FOR 0.3 MILE TO A SMALL UNPAINTED FARMHOUSE ON THE LEFT AND THE
 NB1768'AZIMUTH MARK.
 NB1768'
 NB1768'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NB1768
 NB1768                          STATION RECOVERY (1975)
 NB1768
 NB1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NB1768'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  AZIMUTH
 NB1768'MARK WAS FOUND CONSIDERABLY TILTED.  THE FARMHOUSE AT AZIMUTH MARK
 NB1768'IS GONE, AND ONLY THE FOUNDATION REMAINS.  RM 1 WAS NOT FOUND,
 NB1768'BUT NO DOUBT STILL EXISTS.  VIEW FROM STATION IS BLOCKED
 NB1768'GENERALLY, BY TREES BUT SOME VIEW IS OPEN IN SCATTERED AREAS
 NB1768'THROUGH THE TREES.  AZIMUTH MARK IS NOT VISIBLE FROM
 NB1768'STATION.  CATTLE LANE AT STATION NO LONGER EXISTS, AND THE
 NB1768'STATION IS IN A SCATTERED TREE LINE.
 NB1768'
 NB1768'STATION MARK IS A STANDARD DISK STAMPED COTTLE NYSS 136 1882 1942,
 NB1768'CEMENTED IN A DRILL HOLE IN THE TOP OF THE OLD 6-INCH-SQUARE
 NB1768'GRANITE POST, WHICH HAS THE LETTERS NYSS CHISELED INTO THE SIDES,
 NB1768'AND PROJECTS 4 INCHES FROM GROUND.  IT IS 50 FEET WEST OF
 NB1768'SOUTHWEST CORNER OF WOODS, IN THE TREE LINE, AND 13 FEET WEST OF
 NB1768'A 12-INCH ASH.
 NB1768'
 NB1768'RM NO. 2 IS A STANDARD DISK STAMPED COTTLE NYSS 136 1882 NO 2
 NB1768'1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 NB1768'6 INCHES FROM GROUND.  IT IS ALONG SOUTH SIDE OF THE TREE ROW,
 NB1768'7 FEET SOUTHWEST OF A CLUMP OF SMALL APPLE TREES.
 NB1768'
 NB1768'AZIMUTH MARK IS A STANDARD DISK STAMPED COTTLE NYSS 136 1882
 NB1768'1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4
 NB1768'INCHES FROM GROUND.  IT IS 58 FEET SOUTHEAST OF SOUTHEAST CORNER
 NB1768'OF OLD HOUSE FOUNDATION AND 24 FEET WEST OF CENTER LINE OF ROAD.
 NB1768'
 NB1768'TO REACH STATION FROM THE T-INTERSECTION OF U.S. HIGHWAY 20 AND
 NB1768'NY RTE. 41A IN SKANEATELES, GO WEST ON HIGHWAY 20 FOR 0.55
 NB1768'MILE.  TAKE RIGHT FORK AND GO NORTHWEST ON FRANKLIN RD. FOR 1.35
 NB1768'MILES TO A CROSSROAD AT WICKS CORNERS.  BEAR RIGHT AND GO NORTH
 NB1768'ON COUNTY LINE ROAD FOR 0.8 MILE TO A CROSSROAD WHERE CENTER
 NB1768'STREET GOES LEFT.  CONTINUE AHEAD FOR 0.3 MILE TO FARM HOME ON
 NB1768'LEFT.  GO LEFT AND FOLLOW FARM ROADS WEST AND NORTHWEST FOR 0.2
 NB1768'MILE TO STATION ON HIGHEST POINT OF COTTLE HILL.
 NB1768'
 NB1768'TO REACH AZIMUTH MARK FROM STATION, RETURN TO COUNTY LINE ROAD,
 NB1768'TURN LEFT AND GO NORTH 0.3 MILE TO OLD HOUSE FOUNDATION ON LEFT
 NB1768'AND THE MARK.
 NB1768'
 NB1768'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1768'2-3/4 MILES NNW OF SKANEATELES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2197 ***********************************************************************
 PH2197  DESIGNATION -  137 IWC
 PH2197  PID         -  PH2197
 PH2197  STATE/COUNTY-  NY/ST LAWRENCE
 PH2197  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2197
 PH2197                         *CURRENT SURVEY CONTROL
 PH2197  ___________________________________________________________________
 PH2197* NAD 83(1996)-  44 42 47.33887(N)    075 30 28.86935(W)     ADJUSTED  
 PH2197* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 PH2197  ___________________________________________________________________
 PH2197  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 PH2197  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 PH2197
 PH2197  HORZ ORDER  -  THIRD
 PH2197
 PH2197.The horizontal coordinates were established by classical geodetic methods
 PH2197.and adjusted by the National Geodetic Survey in January 1999..
 PH2197
 PH2197.The orthometric height was scaled from a topographic map.
 PH2197
 PH2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2197
 PH2197.The geoid height was determined by GEOID03.
 PH2197
 PH2197;                    North         East     Units Scale Factor Converg.
 PH2197;SPC NY E     -   653,494.337    70,133.240   MT  0.99997841   -0 42 33.3
 PH2197;SPC NY E     - 2,144,006.00    230,095.47   sFT  0.99997841   -0 42 33.3
 PH2197;UTM  18      - 4,951,211.280   459,761.026   MT  0.99961991   -0 21 26.7
 PH2197
 PH2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2197!SPC NY E     -   0.99999206  x   0.99997841  =   0.99997047
 PH2197!UTM  18      -   0.99999206  x   0.99961991  =   0.99961198
 PH2197
 PH2197:                Primary Azimuth Mark                     Grid Az
 PH2197:SPC NY E     -  FERRY USLS BURG CHS                      168 10 44.2
 PH2197:UTM  18      -  FERRY USLS BURG CHS                      167 49 37.6
 PH2197
 PH2197|---------------------------------------------------------------------|
 PH2197| PID    Reference Object                     Distance      Geod. Az  |
 PH2197|                                                           dddmmss.s |
 PH2197| PH2184 FERRY USLS BURG CHS                 APPROX. 1.7 KM 1672810.9 |
 PH2197| PH2183 OGDENSBURG L H IBC                  APPROX. 1.7 KM 1675757.6 |
 PH2197| PH2185 PRESCOTT ST JOHNS ANG C SP IBC      APPROX. 0.7 KM 2542732.4 |
 PH2197| PH2198 137 IWC ECC                           1.128 METERS 34728     |
 PH2197|---------------------------------------------------------------------|
 PH2197
 PH2197                          SUPERSEDED SURVEY CONTROL
 PH2197
 PH2197  NAD 83(1986)-  44 42 47.34498(N)    075 30 28.87103(W) AD(       ) 3
 PH2197  NAD 27      -  44 42 47.11000(N)    075 30 30.05800(W) AD(       ) 3
 PH2197
 PH2197.Superseded values are not recommended for survey control.
 PH2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2197.See file dsdata.txt to determine how the superseded data were derived.
 PH2197
 PH2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5976151211(NAD 83)
 PH2197_MARKER: DD = SURVEY DISK
 PH2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2197+STABILITY: SURFACE MOTION
 PH2197
 PH2197  HISTORY     - Date     Condition        Report By
 PH2197  HISTORY     - 1911     MONUMENTED       IBWC
 PH2197  HISTORY     - 1959     GOOD             IBC
 PH2197  HISTORY     - 19940904 GOOD             USPSQD
 PH2197
 PH2197                          STATION DESCRIPTION
 PH2197
 PH2197'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2197'JUST EAST OF PRESCOTT, ON THE EMBANKMENT AROUND FORT WELLINGTON, ABOUT
 PH2197'46 FEET NORTHERLY OF THE SOUTHEASTERN CORNER OF THE EMBANKMENT.  THE
 PH2197'STATION IS ABOUT THE MIDDLE OF THE CREST OF THE EMBANKMENT, 3.77 FEET
 PH2197'FROM THE NEAREST EDGE OF THE PLANK CAP ON THE TOP OF THE PILING
 PH2197'REVETMENT ON THE INSIDE OF THE EMBANKMENT.  THE STATION WAS OCCUPIED
 PH2197'ECCENTRICALLY UNDER THE HEADING 137 - SUB, 42.65 FEET FROM THE STATION
 PH2197'S 22 DEG 58 MIN E,  THE SUBSTATION WAS NOT MARKED.
 PH2197'
 PH2197'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2197'BRONZE - DISK STATION MARK SET 2 INCHES BELOW THE SURFACE ON THE LAWN
 PH2197'IN THE TOP OF A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 24
 PH2197'INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS SCREW SET IN A
 PH2197'CIRCULAR BLOCK OF CONCRETE 8 INCHES IN DIAMETER AND 12 INCHES IN
 PH2197'DEPTH PLACED 24 INCHES UNDERGROUND.  THE STATION IS REFERENCED BY AN
 PH2197'IRON POST ABOUT 3 INCHES IN DIAMETER AND 24 INCHES HIGH THAT WAS THE
 PH2197'CENTER POST OF A REVOLVING GUN WHICH IS NOW REPLACED BY A LARGE OLD
 PH2197'CANNON ON A 4 - WHEELED TRUCK.  THE REFERENCE LIES
 PH2197'S 03 DEG 50 MIN E, DISTANT 66.27 FEET.
 PH2197
 PH2197                          STATION RECOVERY (1959)
 PH2197
 PH2197'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2197'STATION RECOVERED IN GOOD CONDITION.
 PH2197
 PH2197                          STATION RECOVERY (1994)
 PH2197
 PH2197'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0429 ***********************************************************************
 KV0429  DESIGNATION -  137 NYBE+A
 KV0429  PID         -  KV0429
 KV0429  STATE/COUNTY-  NY/RICHMOND
 KV0429  USGS QUAD   -  JERSEY CITY (1981)
 KV0429
 KV0429                         *CURRENT SURVEY CONTROL
 KV0429  ___________________________________________________________________
 KV0429* NAD 83(1986)-  40 38 40.     (N)    074 06 08.     (W)     SCALED    
 KV0429* NAVD 88     -         3.489  (meters)      11.45   (feet)  ADJUSTED  
 KV0429  ___________________________________________________________________
 KV0429  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0429  DYNAMIC HT  -           3.487 (meters)      11.44  (feet)  COMP
 KV0429  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KV0429
 KV0429  VERT ORDER  -  FIRST     CLASS II
 KV0429
 KV0429.The horizontal coordinates were scaled from a topographic map and have
 KV0429.an estimated accuracy of +/- 6 seconds.
 KV0429
 KV0429.The orthometric height was determined by differential leveling
 KV0429.and adjusted by the National Geodetic Survey in June 1991..
 KV0429
 KV0429.The geoid height was determined by GEOID03.
 KV0429
 KV0429.The dynamic height is computed by dividing the NAVD 88
 KV0429.geopotential number by the normal gravity value computed on the
 KV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0429.degrees latitude (g = 980.6199 gals.).
 KV0429
 KV0429.The modeled gravity was interpolated from observed gravity values.
 KV0429
 KV0429;                    North         East    Units  Estimated Accuracy
 KV0429;SPC NY L     -    53,060.      291,350.      MT  (+/- 180 meters Scaled)
 KV0429
 KV0429                          SUPERSEDED SURVEY CONTROL
 KV0429
 KV0429  NGVD 29 (04/16/92)    3.824  (m)           12.55   (f) ADJUSTED    1 2
 KV0429
 KV0429.Superseded values are not recommended for survey control.
 KV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0429.See file dsdata.txt to determine how the superseded data were derived.
 KV0429
 KV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK759996(NAD 83)
 KV0429_MARKER: Q = CHISELED SQUARE
 KV0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0429_SP_SET: STONE PLATFORM
 KV0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0429+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 KV0429
 KV0429  HISTORY     - Date     Condition        Report By
 KV0429  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0429  HISTORY     - 1952     GOOD             CGS
 KV0429  HISTORY     - 1985     GOOD             USPSQD
 KV0429  HISTORY     - 20060529 GOOD             GEOCAC
 KV0429
 KV0429                          STATION DESCRIPTION
 KV0429
 KV0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0429'AT STATEN ISLAND.
 KV0429'ON STATEN ISLAND, AT SAILORS SNUG HARBOR, ABOUT 0.1 MILE WEST
 KV0429'ALONG RICHMOND TERRACE FROM JUNCTION OF TYSEN STREET, IN THE
 KV0429'TOP OF THE NORTHEAST CORNER OF STONE PLATFORM OF SAILORS SNUG
 KV0429'HARBOR MONUMENT, AT LEVEL OF STATEN ISLAND RAPID TRANSIT RAILROAD,
 KV0429'21 FEET SOUTH OF SOUTH RAIL, ABOUT LEVEL WITH TRACK AND ABOUT
 KV0429'10 FEET BELOW LEVEL OF RICHMOND TERRACE.
 KV0429
 KV0429                          STATION RECOVERY (1985)
 KV0429
 KV0429'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0429'CHANGE: ABOUT LEVEL WITH TRACK TO ABOUT 3 FEET ABOVE LEVEL OF TRACK.
 KV0429
 KV0429                          STATION RECOVERY (2006)
 KV0429
 KV0429'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0429'FOUND AS DESCRIBED.  HAND HELD GPS COORDINATES N 40 39 42.8 W 074 06
 KV0429'06.2.  THIS SECTION OF STATEN ISLAND RAPID TRANSPORT HAS BEEN
 KV0429'ABANDONED.  TRACKS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0594 ***********************************************************************
 NA0594  DESIGNATION -  1370
 NA0594  PID         -  NA0594
 NA0594  STATE/COUNTY-  NY/DELAWARE
 NA0594  USGS QUAD   -  DELHI (1982)
 NA0594
 NA0594                         *CURRENT SURVEY CONTROL
 NA0594  ___________________________________________________________________
 NA0594* NAD 83(1986)-  42 16 42.     (N)    074 55 02.     (W)     SCALED    
 NA0594* NAVD 88     -       417.560  (meters)    1369.94   (feet)  ADJUSTED  
 NA0594  ___________________________________________________________________
 NA0594  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NA0594  DYNAMIC HT  -         417.410 (meters)    1369.45  (feet)  COMP
 NA0594  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 NA0594
 NA0594  VERT ORDER  -  SECOND    CLASS 0
 NA0594
 NA0594.The horizontal coordinates were scaled from a topographic map and have
 NA0594.an estimated accuracy of +/- 6 seconds.
 NA0594
 NA0594.The orthometric height was determined by differential leveling
 NA0594.and adjusted by the National Geodetic Survey in June 1991..
 NA0594
 NA0594.The geoid height was determined by GEOID03.
 NA0594
 NA0594.The dynamic height is computed by dividing the NAVD 88
 NA0594.geopotential number by the normal gravity value computed on the
 NA0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0594.degrees latitude (g = 980.6199 gals.).
 NA0594
 NA0594.The modeled gravity was interpolated from observed gravity values.
 NA0594
 NA0594;                    North         East    Units  Estimated Accuracy
 NA0594;SPC NY E     -   382,600.      115,590.      MT  (+/- 180 meters Scaled)
 NA0594
 NA0594                          SUPERSEDED SURVEY CONTROL
 NA0594
 NA0594  NGVD 29 (??/??/92)  417.704  (m)         1370.42   (f) ADJ UNCH    2 0
 NA0594
 NA0594.Superseded values are not recommended for survey control.
 NA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0594.See file dsdata.txt to determine how the superseded data were derived.
 NA0594
 NA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM068806(NAD 83)
 NA0594_MARKER: DD = SURVEY DISK
 NA0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0594_SP_SET: BUILDING
 NA0594_STAMPING: 1370 ADJ. 1903
 NA0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0594
 NA0594  HISTORY     - Date     Condition        Report By
 NA0594  HISTORY     - 1903     MONUMENTED       USGS
 NA0594  HISTORY     - 1942     GOOD             NGS
 NA0594
 NA0594                          STATION DESCRIPTION
 NA0594
 NA0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0594'AT DELHI.
 NA0594'AT DELHI, AT THE COUNTY COURT HOUSE, SET IN THE SOUTHEAST
 NA0594'FACE AT THE SOUTH CORNER OF THE BUILDING, 200 FEET NORTHWEST OF THE
 NA0594'NORTHWEST CURB OF MAIN STREET, 69.5 FEET NORTHEAST OF THE NORTHEAST
 NA0594'CURB OF COURT STREET, 4.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 NA0594'FRONT OR SOUTHEAST ENTRANCE TO BUILDING, 3.5 FEET ABOVE GROUND.  A
 NA0594'U. S. GEOLOGICAL SURVEY BRONZE DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1135 ***********************************************************************
 PH1135  DESIGNATION -  1371
 PH1135  PID         -  PH1135
 PH1135  STATE/COUNTY-  NY/ST LAWRENCE
 PH1135  USGS QUAD   -  OSWEGATCHIE (1980)
 PH1135
 PH1135                         *CURRENT SURVEY CONTROL
 PH1135  ___________________________________________________________________
 PH1135* NAD 83(1986)-  44 10 57.     (N)    075 04 15.     (W)     SCALED    
 PH1135* NAVD 88     -       418.039  (meters)    1371.52   (feet)  ADJUSTED  
 PH1135  ___________________________________________________________________
 PH1135  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 PH1135  DYNAMIC HT  -         417.963 (meters)    1371.27  (feet)  COMP
 PH1135  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 PH1135
 PH1135  VERT ORDER  -  SECOND    CLASS 0
 PH1135
 PH1135.The horizontal coordinates were scaled from a topographic map and have
 PH1135.an estimated accuracy of +/- 6 seconds.
 PH1135
 PH1135.The orthometric height was determined by differential leveling
 PH1135.and adjusted by the National Geodetic Survey in June 1991..
 PH1135
 PH1135.The geoid height was determined by GEOID03.
 PH1135
 PH1135.The dynamic height is computed by dividing the NAVD 88
 PH1135.geopotential number by the normal gravity value computed on the
 PH1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1135.degrees latitude (g = 980.6199 gals.).
 PH1135
 PH1135.The modeled gravity was interpolated from observed gravity values.
 PH1135
 PH1135;                    North         East    Units  Estimated Accuracy
 PH1135;SPC NY E     -   594,200.      104,360.      MT  (+/- 180 meters Scaled)
 PH1135
 PH1135                          SUPERSEDED SURVEY CONTROL
 PH1135
 PH1135  NGVD 29 (??/??/92)  418.155  (m)         1371.90   (f) ADJ UNCH    2 0
 PH1135
 PH1135.Superseded values are not recommended for survey control.
 PH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1135.See file dsdata.txt to determine how the superseded data were derived.
 PH1135
 PH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP943921(NAD 83)
 PH1135_MARKER: DD = SURVEY DISK
 PH1135_SETTING: 66 = SET IN ROCK OUTCROP
 PH1135_SP_SET: LARGE ROCK
 PH1135_STAMPING: 1371 FT.
 PH1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1135+STABILITY: POSITION/ELEVATION WELL
 PH1135
 PH1135  HISTORY     - Date     Condition        Report By
 PH1135  HISTORY     - UNK      MONUMENTED       USGS
 PH1135  HISTORY     - 1935     GOOD             NGS
 PH1135
 PH1135                          STATION DESCRIPTION
 PH1135
 PH1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH1135'IN OSWEGATCHIE.
 PH1135'1371 IS LOCATED 58 YDS. SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PH1135'DEPOT.  73 FT. SOUTHEAST OF CENTERLINE OF A RAILROAD GRADE CROSSING.
 PH1135'35 FT. SOUTHWEST OF SOUTHWEST RAIL.  33 1/2 FT. EAST OF CENTERLINE OF
 PH1135'STATE HY. NO. 3.  23 FT. NORTH OF THE NORTHWEST CORNER OF DEPOT AGENTS
 PH1135'DWELLING HOUSE.  TABLET SET IN LARGE ROCK.  (A NEW PLATE OF TABLET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0669 ***********************************************************************
 OF0669  DESIGNATION -  138
 OF0669  PID         -  OF0669
 OF0669  STATE/COUNTY-  NY/OSWEGO
 OF0669  USGS QUAD   -  OSWEGO WEST (1978)
 OF0669
 OF0669                         *CURRENT SURVEY CONTROL
 OF0669  ___________________________________________________________________
 OF0669* NAD 83(1986)-  43 27 42.     (N)    076 30 52.     (W)     SCALED    
 OF0669* NAVD 88     -        79.798  (meters)     261.80   (feet)  ADJUSTED  
 OF0669  ___________________________________________________________________
 OF0669  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0669  DYNAMIC HT  -          79.782 (meters)     261.75  (feet)  COMP
 OF0669  MODELED GRAV-     980,414.9   (mgal)                       NAVD 88
 OF0669
 OF0669  VERT ORDER  -  FIRST     CLASS I
 OF0669
 OF0669.The horizontal coordinates were scaled from a topographic map and have
 OF0669.an estimated accuracy of +/- 6 seconds.
 OF0669
 OF0669.The orthometric height was determined by differential leveling
 OF0669.and adjusted by the National Geodetic Survey in June 1991..
 OF0669.WARNING-Repeat measurements at this control monument indicate possible
 OF0669.vertical movement.
 OF0669
 OF0669.The geoid height was determined by GEOID03.
 OF0669
 OF0669.The dynamic height is computed by dividing the NAVD 88
 OF0669.geopotential number by the normal gravity value computed on the
 OF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0669.degrees latitude (g = 980.6199 gals.).
 OF0669
 OF0669.The modeled gravity was interpolated from observed gravity values.
 OF0669
 OF0669;                    North         East    Units  Estimated Accuracy
 OF0669;SPC NY C     -   384,460.      255,580.      MT  (+/- 180 meters Scaled)
 OF0669
 OF0669                          SUPERSEDED SURVEY CONTROL
 OF0669
 OF0669  NGVD 29 (??/??/92)   80.007  (m)          262.49   (f) ADJ UNCH    1 1
 OF0669
 OF0669.Superseded values are not recommended for survey control.
 OF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0669.See file dsdata.txt to determine how the superseded data were derived.
 OF0669
 OF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP774131(NAD 83)
 OF0669_MARKER: O = CHISELED CIRCLE
 OF0669_SETTING: 80 = SET IN A BOULDER
 OF0669_SP_SET: BOULDER
 OF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0669+STABILITY: SURFACE MOTION
 OF0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0669+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 OF0669
 OF0669  HISTORY     - Date     Condition        Report By
 OF0669  HISTORY     - UNK      MONUMENTED       USLS
 OF0669  HISTORY     - 1975     GOOD             NGS
 OF0669  HISTORY     - 20050524 GOOD             USPSQD
 OF0669
 OF0669                          STATION DESCRIPTION
 OF0669
 OF0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0669'AT OSWEGO.
 OF0669'AT OSWEGO, AT THE WEST CORNER OF WEST FIRST ST. AND WEST VAN BUREN
 OF0669'ST., AT A LARGE BOULDER BEARING AN HISTORICAL PLAQUE MARKING THE
 OF0669'SITE OF FORT OSWEGO FACING VAN BUREN ST., 47.9 FT NORTH OF CENTERLINE
 OF0669'OF WEST VAN BUREN ST., 43.4 FT. WEST OF CENTERLINE OF WEST FIRST ST.,
 OF0669'SET ABOUT 3 FT. ABOVE LEVEL OF GROUND. A CHISELED CIRCLE IN STONE.
 OF0669
 OF0669                          STATION RECOVERY (2005)
 OF0669
 OF0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 OF0669'RECOVERED AS DESCRIBED, EXCEPT W. VAN BUREN IS NOW A PARK.  45 FT
 OF0669'SOUTH OF THE SOUTH CURB ON LAKE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1171 ***********************************************************************
 NA1171  DESIGNATION -  1381 USGS
 NA1171  PID         -  NA1171
 NA1171  STATE/COUNTY-  NY/OTSEGO
 NA1171  USGS QUAD   -  NEW BERLIN NORTH (1994)
 NA1171
 NA1171                         *CURRENT SURVEY CONTROL
 NA1171  ___________________________________________________________________
 NA1171* NAD 83(1986)-  42 38 04.     (N)    075 15 57.     (W)     SCALED    
 NA1171* NAVD 88     -       421.211  (meters)    1381.92   (feet)  ADJUSTED  
 NA1171  ___________________________________________________________________
 NA1171  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NA1171  DYNAMIC HT  -         421.071 (meters)    1381.46  (feet)  COMP
 NA1171  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 NA1171
 NA1171  VERT ORDER  -  FIRST     CLASS II
 NA1171
 NA1171.The horizontal coordinates were scaled from a topographic map and have
 NA1171.an estimated accuracy of +/- 6 seconds.
 NA1171
 NA1171.The orthometric height was determined by differential leveling
 NA1171.and adjusted by the National Geodetic Survey in June 1991..
 NA1171
 NA1171.The geoid height was determined by GEOID03.
 NA1171
 NA1171.The dynamic height is computed by dividing the NAVD 88
 NA1171.geopotential number by the normal gravity value computed on the
 NA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1171.degrees latitude (g = 980.6199 gals.).
 NA1171
 NA1171.The modeled gravity was interpolated from observed gravity values.
 NA1171
 NA1171;                    North         East    Units  Estimated Accuracy
 NA1171;SPC NY E     -   422,350.       87,190.      MT  (+/- 180 meters Scaled)
 NA1171
 NA1171                          SUPERSEDED SURVEY CONTROL
 NA1171
 NA1171  NGVD 29 (??/??/92)  421.327  (m)         1382.30   (f) ADJ UNCH    1 2
 NA1171
 NA1171.Superseded values are not recommended for survey control.
 NA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1171.See file dsdata.txt to determine how the superseded data were derived.
 NA1171
 NA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN782202(NAD 83)
 NA1171_MARKER: DD = SURVEY DISK
 NA1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1171_SP_SET: WALL
 NA1171_STAMPING: 1381 N.Y. 1909
 NA1171_MARK LOGO: USGS  
 NA1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1171
 NA1171  HISTORY     - Date     Condition        Report By
 NA1171  HISTORY     - 1909     MONUMENTED       USGS
 NA1171  HISTORY     - 1942     GOOD             NGS
 NA1171  HISTORY     - 1982     GOOD             NGS
 NA1171
 NA1171                          STATION DESCRIPTION
 NA1171
 NA1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1171'3.7 MI E FROM NEW BERLIN.
 NA1171'1.8 MILES EAST ALONG STATE HIGHWAY NO. 80 FROM THE POST OFFICE AT NEW
 NA1171'BERLIN, THENCE 1.9 MILES EAST ALONG A GRAVEL ROAD, AT A LARGE RED
 NA1171'BARN ON THE FARM OF JAMES NAAS.  A U.S.G.S. DISK, SET VERTICALLY, IN
 NA1171'THE WEST STONE FOUNDATION WALL, 0.4 FOOT NORTH OF THE SOUTHWEST
 NA1171'CORNER, AND 4.0 FEET ABOVE THE GROUND.
 NA1171
 NA1171                          STATION RECOVERY (1982)
 NA1171
 NA1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0169 ***********************************************************************
 NC0169  DESIGNATION -  1383 D
 NC0169  PID         -  NC0169
 NC0169  STATE/COUNTY-  NY/CATTARAUGUS
 NC0169  USGS QUAD   -  CATTARAUGUS (1976)
 NC0169
 NC0169                         *CURRENT SURVEY CONTROL
 NC0169  ___________________________________________________________________
 NC0169* NAD 83(1986)-  42 19 52.     (N)    078 52 01.     (W)     SCALED    
 NC0169* NAVD 88     -       421.255  (meters)    1382.07   (feet)  ADJUSTED  
 NC0169  ___________________________________________________________________
 NC0169  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NC0169  DYNAMIC HT  -         421.101 (meters)    1381.56  (feet)  COMP
 NC0169  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 NC0169
 NC0169  VERT ORDER  -  FIRST     CLASS II
 NC0169
 NC0169.The horizontal coordinates were scaled from a topographic map and have
 NC0169.an estimated accuracy of +/- 6 seconds.
 NC0169
 NC0169.The orthometric height was determined by differential leveling
 NC0169.and adjusted by the National Geodetic Survey in November 1993..
 NC0169
 NC0169.The geoid height was determined by GEOID03.
 NC0169
 NC0169.The dynamic height is computed by dividing the NAVD 88
 NC0169.geopotential number by the normal gravity value computed on the
 NC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0169.degrees latitude (g = 980.6199 gals.).
 NC0169
 NC0169.The modeled gravity was interpolated from observed gravity values.
 NC0169
 NC0169;                    North         East    Units  Estimated Accuracy
 NC0169;SPC NY W     -   258,910.      326,630.      MT  (+/- 180 meters Scaled)
 NC0169
 NC0169                          SUPERSEDED SURVEY CONTROL
 NC0169
 NC0169  NAVD 88 (06/15/91)  421.241  (m)         1382.02   (f) UNKNOWN     1 2
 NC0169  NGVD 29 (??/??/92)  421.397  (m)         1382.53   (f) ADJ UNCH    1 2
 NC0169
 NC0169.Superseded values are not recommended for survey control.
 NC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0169.See file dsdata.txt to determine how the superseded data were derived.
 NC0169
 NC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG757887(NAD 83)
 NC0169_MARKER: DD = SURVEY DISK
 NC0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0169_SP_SET: BUILDING
 NC0169_STAMPING: 1383 DUNKIRK NY 1921
 NC0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0169+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 NC0169
 NC0169  HISTORY     - Date     Condition        Report By
 NC0169  HISTORY     - 1921     MONUMENTED       USGS
 NC0169  HISTORY     - 1936     GOOD             NGS
 NC0169  HISTORY     - 20030818 GOOD             USPSQD
 NC0169  HISTORY     - 20050426 GOOD             DLB
 NC0169
 NC0169                          STATION DESCRIPTION
 NC0169
 NC0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0169'IN CATTARAUGUS.
 NC0169'AT CATTARAUGUS, CATTARAUGUS COUNTY, AT THE HIGH SCHOOL, AT THE SOUTH
 NC0169'SIDE OF THE BUILDING, AT THE WEST SIDE OF THE WESTERNMOST ENTRANCE,
 NC0169'AND IN THE TOP OF THE STONE STEP.  A UNITED STATES GEOLOGICAL SURVEY
 NC0169'STANDARD DISK, STAMPED 1383 DUNKIRK NY 1921.
 NC0169
 NC0169                          STATION RECOVERY (2003)
 NC0169
 NC0169'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0169'RECOVERED IN GOOD CONDITION.
 NC0169
 NC0169                          STATION RECOVERY (2005)
 NC0169
 NC0169'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2005 (DLB)
 NC0169'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1456 ***********************************************************************
 NA1456  DESIGNATION -  1384
 NA1456  PID         -  NA1456
 NA1456  STATE/COUNTY-  NY/BROOME
 NA1456  USGS QUAD   -  BELDEN (1957)
 NA1456
 NA1456                         *CURRENT SURVEY CONTROL
 NA1456  ___________________________________________________________________
 NA1456* NAD 83(1986)-  42 12 43.     (N)    075 43 47.     (W)     SCALED    
 NA1456* NAVD 88     -       421.790  (meters)    1383.82   (feet)  ADJUSTED  
 NA1456  ___________________________________________________________________
 NA1456  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NA1456  DYNAMIC HT  -         421.627 (meters)    1383.29  (feet)  COMP
 NA1456  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 NA1456
 NA1456  VERT ORDER  -  FIRST     CLASS II
 NA1456
 NA1456.The horizontal coordinates were scaled from a topographic map and have
 NA1456.an estimated accuracy of +/- 6 seconds.
 NA1456
 NA1456.The orthometric height was determined by differential leveling
 NA1456.and adjusted by the National Geodetic Survey in June 1991..
 NA1456
 NA1456.The geoid height was determined by GEOID03.
 NA1456
 NA1456.The dynamic height is computed by dividing the NAVD 88
 NA1456.geopotential number by the normal gravity value computed on the
 NA1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1456.degrees latitude (g = 980.6199 gals.).
 NA1456
 NA1456.The modeled gravity was interpolated from observed gravity values.
 NA1456
 NA1456;                    North         East    Units  Estimated Accuracy
 NA1456;SPC NY E     -   375,870.       48,470.      MT  (+/- 180 meters Scaled)
 NA1456
 NA1456                          SUPERSEDED SURVEY CONTROL
 NA1456
 NA1456  NGVD 29 (??/??/92)  421.92   (m)         1384.2    (f) COMPUTED    1 2
 NA1456
 NA1456.Superseded values are not recommended for survey control.
 NA1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1456.See file dsdata.txt to determine how the superseded data were derived.
 NA1456
 NA1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM397735(NAD 83)
 NA1456_MARKER: DD = SURVEY DISK
 NA1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1456_SP_SET: BRIDGE
 NA1456_STAMPING: 1384 ALBANY 1898
 NA1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1456
 NA1456  HISTORY     - Date     Condition        Report By
 NA1456  HISTORY     - 1898     MONUMENTED       USGS
 NA1456  HISTORY     - 1941     GOOD             NGS
 NA1456
 NA1456                          STATION DESCRIPTION
 NA1456
 NA1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1456'0.4 MI SW FROM TUNNEL.
 NA1456'0.4 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 NA1456'STATION AT TUNNEL, SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST
 NA1456'BRIDGE SEAT OF OVERHEAD BRIDGE NO. 127-51, 12 FEET SOUTHEAST OF THE
 NA1456'CENTER LINE OF THE ROAD, 7.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 NA1456'THE TRACK, 2.3 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHEAST
 NA1456'ABUTMENT, 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE TOP STEP OF
 NA1456'THE BRIDGE SEAT, 6 FEET BELOW TRACK LEVEL.  A STANDARD DISK STAMPED
 NA1456'1384 ALBANY 1898.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1457 ***********************************************************************
 NA1457  DESIGNATION -  1384 RESET
 NA1457  PID         -  NA1457
 NA1457  STATE/COUNTY-  NY/BROOME
 NA1457  USGS QUAD   -  BELDEN (1957)
 NA1457
 NA1457                         *CURRENT SURVEY CONTROL
 NA1457  ___________________________________________________________________
 NA1457* NAD 83(1986)-  42 12 43.     (N)    075 43 47.     (W)     SCALED    
 NA1457* NAVD 88     -       422.04   (+/-2cm)    1384.6    (feet)  VERTCON   
 NA1457  ___________________________________________________________________
 NA1457  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NA1457
 NA1457  VERT ORDER  -  THIRD (See Below)
 NA1457
 NA1457.The horizontal coordinates were scaled from a topographic map and have
 NA1457.an estimated accuracy of +/- 6 seconds.
 NA1457
 NA1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1457.The vertical order pertains to the NGVD 29 superseded value.
 NA1457
 NA1457.The geoid height was determined by GEOID03.
 NA1457
 NA1457;                    North         East    Units  Estimated Accuracy
 NA1457;SPC NY E     -   375,870.       48,470.      MT  (+/- 180 meters Scaled)
 NA1457
 NA1457                          SUPERSEDED SURVEY CONTROL
 NA1457
 NA1457  NGVD 29 (??/??/??)  422.16   (m)         1385.0    (f) RESET       3  
 NA1457
 NA1457.Superseded values are not recommended for survey control.
 NA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1457.See file dsdata.txt to determine how the superseded data were derived.
 NA1457
 NA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM397735(NAD 83)
 NA1457_MARKER: DD = SURVEY DISK
 NA1457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1457_SP_SET: BRIDGE
 NA1457_STAMPING: 1384 ALBANY 1898 RESET
 NA1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1457
 NA1457  HISTORY     - Date     Condition        Report By
 NA1457  HISTORY     - 1898     MONUMENTED       USGS
 NA1457  HISTORY     - 1953     GOOD             NGS
 NA1457
 NA1457                          STATION DESCRIPTION
 NA1457
 NA1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NA1457'0.4 MI SW FROM TUNNEL.
 NA1457'0.4 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1457'STATION AT TUNNEL, BROOME COUNTY, AT BRIDGE 127.51 OVER A COUNTY
 NA1457'ROAD, IN THE SOUTHWEST CORNER OF THE SOUTHEAST BRIDGE SEAT, 1.7 FEET
 NA1457'NORTHEAST OF THE SOUTHWEST END OF THE TOP STEP, 1.7 FEET NORTHWEST OF
 NA1457'THE NORTHWEST EDGE OF THE SOUTHEAST ABUTMENT, 7 FEET SOUTHWEST OF THE
 NA1457'SOUTHWEST RAIL, AND 4.8 FEET LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1130 ***********************************************************************
 PH1130  DESIGNATION -  1389
 PH1130  PID         -  PH1130
 PH1130  STATE/COUNTY-  NY/ST LAWRENCE
 PH1130  USGS QUAD   -  FINE (1966)
 PH1130
 PH1130                         *CURRENT SURVEY CONTROL
 PH1130  ___________________________________________________________________
 PH1130* NAD 83(1986)-  44 09 44.     (N)    075 08 38.     (W)     SCALED    
 PH1130* NAVD 88     -       423.421  (meters)    1389.17   (feet)  ADJUSTED  
 PH1130  ___________________________________________________________________
 PH1130  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 PH1130  DYNAMIC HT  -         423.344 (meters)    1388.92  (feet)  COMP
 PH1130  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 PH1130
 PH1130  VERT ORDER  -  SECOND    CLASS 0
 PH1130
 PH1130.The horizontal coordinates were scaled from a topographic map and have
 PH1130.an estimated accuracy of +/- 6 seconds.
 PH1130
 PH1130.The orthometric height was determined by differential leveling
 PH1130.and adjusted by the National Geodetic Survey in June 1991..
 PH1130
 PH1130.The geoid height was determined by GEOID03.
 PH1130
 PH1130.The dynamic height is computed by dividing the NAVD 88
 PH1130.geopotential number by the normal gravity value computed on the
 PH1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1130.degrees latitude (g = 980.6199 gals.).
 PH1130
 PH1130.The modeled gravity was interpolated from observed gravity values.
 PH1130
 PH1130;                    North         East    Units  Estimated Accuracy
 PH1130;SPC NY E     -   591,990.       98,500.      MT  (+/- 180 meters Scaled)
 PH1130
 PH1130                          SUPERSEDED SURVEY CONTROL
 PH1130
 PH1130  NGVD 29 (??/??/92)  423.541  (m)         1389.57   (f) ADJ UNCH    2 0
 PH1130
 PH1130.Superseded values are not recommended for survey control.
 PH1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1130.See file dsdata.txt to determine how the superseded data were derived.
 PH1130
 PH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP884899(NAD 83)
 PH1130_MARKER: DD = SURVEY DISK
 PH1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1130_SP_SET: CULVERT
 PH1130_STAMPING: NEW YORK 1389
 PH1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1130
 PH1130  HISTORY     - Date     Condition        Report By
 PH1130  HISTORY     - UNK      MONUMENTED       USGS
 PH1130  HISTORY     - 1935     GOOD             NGS
 PH1130
 PH1130                          STATION DESCRIPTION
 PH1130
 PH1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH1130'2.7 MI W FROM ALDRICH.
 PH1130'1389 IS LOCATED 2.7 MILES WEST OF THE DEPOT AT ALDRICH.  0.4 OF MILE
 PH1130'SOUTHWEST OF BRIGGS STATION.  ON SOUTH END OF WEST WALL OF CONCRETE
 PH1130'RAILROAD CULVERT.  50 FT. EAST OF MILE POST NO. 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1962 ***********************************************************************
 OE1962  DESIGNATION -  138=VIENNA RESET
 OE1962  PID         -  OE1962
 OE1962  STATE/COUNTY-  NY/ONEIDA
 OE1962  USGS QUAD   -  SYLVAN BEACH (1993)
 OE1962
 OE1962                         *CURRENT SURVEY CONTROL
 OE1962  ___________________________________________________________________
 OE1962* NAD 83(1996)-  43 14 49.62739(N)    075 40 46.22669(W)     ADJUSTED  
 OE1962* NAVD 88     -       182.6    (meters)     599.     (feet)  VERTCON   
 OE1962  ___________________________________________________________________
 OE1962  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 OE1962  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OE1962
 OE1962  HORZ ORDER  -  FIRST
 OE1962
 OE1962.The horizontal coordinates were established by classical geodetic methods
 OE1962.and adjusted by the National Geodetic Survey in January 1999..
 OE1962
 OE1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1962
 OE1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1962
 OE1962.The geoid height was determined by GEOID03.
 OE1962
 OE1962;                    North         East     Units Scale Factor Converg.
 OE1962;SPC NY C     -   361,018.665   323,398.406   MT  1.00000375   +0 37 09.4
 OE1962;SPC NY C     - 1,184,442.07  1,061,016.27   sFT  1.00000375   +0 37 09.4
 OE1962;UTM  18      - 4,788,481.626   444,836.866   MT  0.99963743   -0 27 56.1
 OE1962
 OE1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1962!SPC NY C     -   0.99997653  x   1.00000375  =   0.99998028
 OE1962!UTM  18      -   0.99997653  x   0.99963743  =   0.99961397
 OE1962
 OE1962|---------------------------------------------------------------------|
 OE1962| PID    Reference Object                     Distance      Geod. Az  |
 OE1962|                                                           dddmmss.s |
 OE1962| CZ4136 VIENNA 138 RM 1                      57.522 METERS 00800     |
 OE1962| CZ4135 VIENNA 138 AZ MK                                   0412629.4 |
 OE1962| CZ4137 VIENNA 138 RM 2                      33.894 METERS 08023     |
 OE1962| OE1900 ROME STATE SCHOOL STACK             APPROX.17.4 KM 1140913.3 |
 OE1962| OE1905 ROME STATE SCHOOL STANDPIPE         APPROX.17.7 KM 1152457.3 |
 OE1962| OE1963 SYLVAN BEACH LIGHTHOUSE             APPROX. 7.7 KM 2130728.7 |
 OE1962|---------------------------------------------------------------------|
 OE1962
 OE1962                          SUPERSEDED SURVEY CONTROL
 OE1962
 OE1962  NAD 83(1986)-  43 14 49.63216(N)    075 40 46.22467(W) AD(       ) 1
 OE1962  NAD 27      -  43 14 49.38300(N)    075 40 47.56500(W) AD(       ) 1
 OE1962  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 OE1962
 OE1962.Superseded values are not recommended for survey control.
 OE1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1962.See file dsdata.txt to determine how the superseded data were derived.
 OE1962
 OE1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4483788482(NAD 83)
 OE1962_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1962
 OE1962  HISTORY     - Date     Condition        Report By
 OE1962  HISTORY     - 1942     MONUMENTED       CGS
 OE1962  HISTORY     - 1956     SEE DESCRIPTION  CGS
 OE1962  HISTORY     - 1967     SEE DESCRIPTION  LOCSUR
 OE1962
 OE1962                          STATION DESCRIPTION
 OE1962
 OE1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1962'STATION IS ON THE ESTATE OF MILO INGRAHAM.  LOT 57.  TOWNSHIP 9
 OE1962'OF SCRIBAS PATENT.  TOWN OF VIENNA, MADISON COUNTY.  THE MARK
 OE1962'WAS FOUND AS DESCRIBED IN GOOD CONDITION.  IT IS DESCRIBED BY
 OE1962'MR. WALKER OF THE U.S.G.S.  IT IS IN A HAYFIELD ON THE TOP OF
 OE1962'THE HIGHEST POINT OF A HILL.  189 FEET S OF THE S CORNER OF A
 OE1962'LARGE YELLOW HOUSE WHICH IS VACANT AND IS 1-1/4 MILES NE OF
 OE1962'VIENNA VILLAGE.  THE MARK WAS ORIGINALLY A DRESSED GRANITE POST
 OE1962'EXTENDING ABOUT A FOOT ABOVE THE GROUND.  A BRONZE DISK WAS SET
 OE1962'ON TOP OF THIS POST AND SQUARE CONCRETE 6 INCHES HIGH SET
 OE1962'AROUND THE BASE OF IT.  THE MARK IS STAMPED VIENNA N.Y.S.S.
 OE1962'138 1879 1942.
 OE1962'
 OE1962'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 OE1962'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 OE1962'
 OE1962'REFERENCE MARK NO. 1 IS SET AT THE S CORNER OF THE HOUSE
 OE1962'NEXT TO THE FOUNDATION AND 4 FEET NW OF THE BACK PORCH STEPS AND
 OE1962'15 FEET E OF THE PUMP.  IT IS N OF THE STATION.
 OE1962'
 OE1962'REFERENCE MARK NO. 2 IS E OF THE STATION ON THE SLOPE WHERE THE
 OE1962'HILL BREAKS OFF ABRUPTLY ALONG AN ELECTRIC FENCE LINE AND IS 50
 OE1962'FEET N OF A 6-INCH ELM TREE AND BRUSH CLUMP.
 OE1962'
 OE1962'THE AZIMUTH MARK IS 0.36 MILE N OF THE STATION AND IS REACHED
 OE1962'FROM THE YELLOW HOUSE AT THE STATION BY GOING 0.35 MILE N ON THE
 OE1962'GRAVEL ROAD TO A Y.  THE MARK IS 28 FEET N OF THE SHORT CROSS
 OE1962'ROAD CONNECTING THE TWO PRONGS OF THE Y, AND IS 18 FEET NW OF
 OE1962'THE MOST EASTERLY OF THE TWO PRONGS.  IT IS 78 FEET S OF A 10
 OE1962'INCH APPLE TREE.
 OE1962'
 OE1962'ALL REFERENCE MARKS ARE STAMPED VIENNA N.Y.S.S. 138 1942 AND ALSO
 OE1962'ARE STAMPED WITH THEIR RESPECTIVE NUMBERS.
 OE1962'
 OE1962'REACHED FROM VIENNA, WHICH IS ON STATE ROUTE 49, AT ITS JUNCTION
 OE1962'WITH STATE ROUTE 13 (2.25 MILES N THEN 1.5 MILES E OF SYLVAN
 OE1962'BEACH) BY GOING E ON STATE ROUTE 49 FOR 0.9 MILE TO A FORKS.  THEN
 OE1962'LEFT NE ON GRAVEL FOR 0.45 MILE TO YELLOW HOUSE ON THE RIGHT AND
 OE1962'STATION ON HILL 60 YARDS S OF HOUSE.
 OE1962'
 OE1962'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OE1962
 OE1962                          STATION RECOVERY (1956)
 OE1962
 OE1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 OE1962'STATION IS A STANDARD DISK STAMPED VIENNA NYSS 138 1879 1942 SET
 OE1962'IN A DRILL HOLE IN A 8-INCH SQUARE GRANITE BLOCK CEMENTED IN A
 OE1962'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 10
 OE1962'INCHES.  THE MARK IS NOW TILTED SEVERAL INCHES TO THE NORTH.
 OE1962
 OE1962                          STATION RECOVERY (1967)
 OE1962
 OE1962'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 OE1962'RECOVERED BY ROBERT E. SMITH.
 OE1962'
 OE1962'STATION WAS SEARCHED FOR AND FOUND 8 IN. SQUARE GRANITE BLOCK IN
 OE1962'CEMENT LAYING ON ITS SIDE APPROXIMATELY 100 FT. NORTH OF POINT WITH
 OE1962'BRASS MARKER MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0945 ***********************************************************************
 KU0945  DESIGNATION -  139 A
 KU0945  PID         -  KU0945
 KU0945  STATE/COUNTY-  NY/WESTCHESTER
 KU0945  USGS QUAD   -  YONKERS (1979)
 KU0945
 KU0945                         *CURRENT SURVEY CONTROL
 KU0945  ___________________________________________________________________
 KU0945* NAD 83(1986)-  40 55 06.     (N)    073 54 32.     (W)     SCALED    
 KU0945* NAVD 88     -         3.044  (meters)       9.99   (feet)  ADJUSTED  
 KU0945  ___________________________________________________________________
 KU0945  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU0945  DYNAMIC HT  -           3.043 (meters)       9.98  (feet)  COMP
 KU0945  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 KU0945
 KU0945  VERT ORDER  -  FIRST     CLASS I
 KU0945
 KU0945.The horizontal coordinates were scaled from a topographic map and have
 KU0945.an estimated accuracy of +/- 6 seconds.
 KU0945
 KU0945.The orthometric height was determined by differential leveling
 KU0945.and adjusted by the National Geodetic Survey in June 1991..
 KU0945
 KU0945.The geoid height was determined by GEOID03.
 KU0945
 KU0945.The dynamic height is computed by dividing the NAVD 88
 KU0945.geopotential number by the normal gravity value computed on the
 KU0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0945.degrees latitude (g = 980.6199 gals.).
 KU0945
 KU0945.The modeled gravity was interpolated from observed gravity values.
 KU0945
 KU0945;                    North         East    Units  Estimated Accuracy
 KU0945;SPC NY E     -   231,650.      199,790.      MT  (+/- 180 meters Scaled)
 KU0945
 KU0945                          SUPERSEDED SURVEY CONTROL
 KU0945
 KU0945  NGVD 29 (??/??/92)    3.357  (m)           11.01   (f) ADJ UNCH    1 1
 KU0945
 KU0945.Superseded values are not recommended for survey control.
 KU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0945.See file dsdata.txt to determine how the superseded data were derived.
 KU0945
 KU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL918302(NAD 83)
 KU0945_MARKER: B = BOLT
 KU0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0945_SP_SET: RETAINING WALL
 KU0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0945
 KU0945  HISTORY     - Date     Condition        Report By
 KU0945  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0945  HISTORY     - 1952     GOOD             NGS
 KU0945  HISTORY     - 1965     GOOD             NGS
 KU0945
 KU0945                          STATION DESCRIPTION
 KU0945
 KU0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0945'0.4 MI S FROM LUDLOW.
 KU0945'ABOUT 0.4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KU0945'THE STATION AT LUDLOW, ABOUT 50 YARDS SOUTH-SOUTHEAST AND
 KU0945'ACROSS TRACKS FROM MILE POST NY 14, EAST AND AT RIGHT ANGLE
 KU0945'ACROSS TRACK FROM POWER TRANSMISSION TOWER NO. 271, IN THE
 KU0945'TOP OF THE UPPER NORTH PART OF A STONE IN THE SECOND COURSE
 KU0945'OF STONE MASONRY OF A RETAINING WALL, 4.7 FEET EAST OF EAST
 KU0945'RAIL, ABOUT 3 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL
 KU0945'OF TRACK.
 KU0945
 KU0945                          STATION RECOVERY (1965)
 KU0945
 KU0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2186 ***********************************************************************
 PH2186  DESIGNATION -  139 SUB IBC
 PH2186  PID         -  PH2186
 PH2186  STATE/COUNTY-  NY/ST LAWRENCE
 PH2186  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2186
 PH2186                         *CURRENT SURVEY CONTROL
 PH2186  ___________________________________________________________________
 PH2186* NAD 83(1996)-  44 42 12.63037(N)    075 31 14.03612(W)     ADJUSTED  
 PH2186* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2186  ___________________________________________________________________
 PH2186  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 PH2186  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 PH2186
 PH2186  HORZ ORDER  -  THIRD
 PH2186
 PH2186.The horizontal coordinates were established by classical geodetic methods
 PH2186.and adjusted by the National Geodetic Survey in January 1999..
 PH2186
 PH2186.The orthometric height was scaled from a topographic map.
 PH2186
 PH2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2186
 PH2186.The geoid height was determined by GEOID03.
 PH2186
 PH2186;                    North         East     Units Scale Factor Converg.
 PH2186;SPC NY E     -   652,435.430    69,125.751   MT  0.99998041   -0 43 04.6
 PH2186;SPC NY E     - 2,140,531.91    226,790.07   sFT  0.99998041   -0 43 04.6
 PH2186;UTM  18      - 4,950,146.590   458,760.416   MT  0.99962091   -0 21 58.3
 PH2186
 PH2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2186!SPC NY E     -   0.99999317  x   0.99998041  =   0.99997358
 PH2186!UTM  18      -   0.99999317  x   0.99962091  =   0.99961408
 PH2186
 PH2186:                Primary Azimuth Mark                     Grid Az
 PH2186:SPC NY E     -  WINDMILL PT L H IBC                      054 19 21.3
 PH2186:UTM  18      -  WINDMILL PT L H IBC                      053 58 15.0
 PH2186
 PH2186|---------------------------------------------------------------------|
 PH2186| PID    Reference Object                     Distance      Geod. Az  |
 PH2186|                                                           dddmmss.s |
 PH2186| PH1940 WINDMILL PT L H IBC                 APPROX. 3.3 KM 0533616.7 |
 PH2186| PH2184 FERRY USLS BURG CHS                 APPROX. 1.5 KM 1114823.9 |
 PH2186| PH2183 OGDENSBURG L H IBC                  APPROX. 1.5 KM 1144446.4 |
 PH2186|---------------------------------------------------------------------|
 PH2186
 PH2186                          SUPERSEDED SURVEY CONTROL
 PH2186
 PH2186  NAD 83(1986)-  44 42 12.63660(N)    075 31 14.03762(W) AD(       ) 3
 PH2186  NAD 27      -  44 42 12.40500(N)    075 31 15.22100(W) AD(       ) 3
 PH2186
 PH2186.Superseded values are not recommended for survey control.
 PH2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2186.See file dsdata.txt to determine how the superseded data were derived.
 PH2186
 PH2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5876050147(NAD 83)
 PH2186_MARKER: DD = SURVEY DISK
 PH2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2186+STABILITY: SURFACE MOTION
 PH2186
 PH2186  HISTORY     - Date     Condition        Report By
 PH2186  HISTORY     - 1939     MONUMENTED       IBC
 PH2186  HISTORY     - 1959     GOOD             IBC
 PH2186  HISTORY     - 19940904 GOOD             USPSQD
 PH2186
 PH2186                          STATION DESCRIPTION
 PH2186
 PH2186'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2186'AT PRESCOTT, ONTARIO, ON THE DOCK OF THE PRESCOTT ELECTRIC POWER
 PH2186'COMPANY ON THE NORTH SHORE OF THE ST LAWRENCE RIVER.  THE STATION IS
 PH2186'ON THE LAWN, ABOUT MIDWAY BETWEEN THE CONCRETE CURB OF A WELL AND THE
 PH2186'DOWNSTREAM CORNER OF THE CONCRETE RETAINING WALL AROUND THE DOCK, AND
 PH2186'4.07 FEET FROM THE INSIDE EDGE OF THE RETAINING WALL.
 PH2186'
 PH2186'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2186'BRONZE - DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND IN THE TOP
 PH2186'OF A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 24 INCHES IN
 PH2186'DEPTH.  THE SUBSURFACE MARK IS A BRASS SCREW SET IN THE TOP OF A
 PH2186'CIRCULAR BLOCK OF CONCRETE 10 INCHES IN DIAMETER AND 12 INCHES IN
 PH2186'DEPTH SET 24 INCHES UNDERGROUND.  REFERENCE MARK 1 IS THE SOUTHERN
 PH2186'OUTSIDE CORNER OF THE CONCRETE RETAINING WALL AROUND THE DOCK.
 PH2186'REFERENCE MARK 2 IS THE NORTHERN OUTSIDE CORNER OF THE INSIDE END OF
 PH2186'THE CONCRETE RETAINING WALL ON THE DOWNSTREAM SIDE OF THE DOCK.
 PH2186'REFERENCE MARK 3 IS THE OUTSIDE OF THE DOWNSTREAM CORNER OF THE
 PH2186'RETAINING WALL.
 PH2186
 PH2186                          STATION RECOVERY (1959)
 PH2186
 PH2186'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2186'THE STATION IS 8 INCHES FROM THE INSIDE SOUTHERN EDGE OF A CONCRETE
 PH2186'WALK.  AND 22.54 FEET FROM THE EASTERN OUTSIDE EDGE OF CONCRETE WALK.
 PH2186
 PH2186                          STATION RECOVERY (1994)
 PH2186
 PH2186'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0198 ***********************************************************************
 NC0198  DESIGNATION -  1393 D USGS
 NC0198  PID         -  NC0198
 NC0198  STATE/COUNTY-  NY/CATTARAUGUS
 NC0198  USGS QUAD   -  LIMESTONE (1976)
 NC0198
 NC0198                         *CURRENT SURVEY CONTROL
 NC0198  ___________________________________________________________________
 NC0198* NAD 83(1986)-  42 06 31.     (N)    078 39 06.     (W)     SCALED    
 NC0198* NAVD 88     -       424.888  (meters)    1393.99   (feet)  ADJUSTED  
 NC0198  ___________________________________________________________________
 NC0198  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NC0198  DYNAMIC HT  -         424.721 (meters)    1393.44  (feet)  COMP
 NC0198  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 NC0198
 NC0198  VERT ORDER  -  FIRST     CLASS II
 NC0198
 NC0198.The horizontal coordinates were scaled from a topographic map and have
 NC0198.an estimated accuracy of +/- 6 seconds.
 NC0198
 NC0198.The orthometric height was determined by differential leveling
 NC0198.and adjusted by the National Geodetic Survey in June 1991..
 NC0198
 NC0198.The geoid height was determined by GEOID03.
 NC0198
 NC0198.The dynamic height is computed by dividing the NAVD 88
 NC0198.geopotential number by the normal gravity value computed on the
 NC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0198.degrees latitude (g = 980.6199 gals.).
 NC0198
 NC0198.The modeled gravity was interpolated from observed gravity values.
 NC0198
 NC0198;                    North         East    Units  Estimated Accuracy
 NC0198;SPC NY W     -   234,160.      344,350.      MT  (+/- 180 meters Scaled)
 NC0198
 NC0198                          SUPERSEDED SURVEY CONTROL
 NC0198
 NC0198  NGVD 29 (??/??/92)  425.044  (m)         1394.50   (f) ADJ UNCH    1 2
 NC0198
 NC0198.Superseded values are not recommended for survey control.
 NC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0198.See file dsdata.txt to determine how the superseded data were derived.
 NC0198
 NC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG941645(NAD 83)
 NC0198_MARKER: DD = SURVEY DISK
 NC0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0198_SP_SET: OVERPASS
 NC0198_STAMPING: 1393 1898 D
 NC0198_MARK LOGO: USGS  
 NC0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0198+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 NC0198
 NC0198  HISTORY     - Date     Condition        Report By
 NC0198  HISTORY     - 1898     MONUMENTED       USGS
 NC0198  HISTORY     - 1967     GOOD             NGS
 NC0198  HISTORY     - 1983     GOOD             NGS
 NC0198  HISTORY     - 20050419 GOOD             USPSQD
 NC0198
 NC0198                          STATION DESCRIPTION
 NC0198
 NC0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0198'4.75 MI SE FROM SALAMANCA.
 NC0198'ABOUT 4.75 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0198'THE EAST SALAMANCA STATION AT SALAMANCA, AT THE BALTIMORE AND OHIO
 NC0198'RAILROAD OVERPASS OVER THE ERIE RAILROAD, AT CARROLTON, ALONG THE ERIE
 NC0198'RAILROAD, 72.8 FEET NORTH OF AND ACROSS TRACKS FROM BENCH MARK Q 69
 NC0198'DESCRIBED, 6.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT,
 NC0198'SET VERTICALLY IN THE SOUTHWEST SIDE OF THE NORTHEAST STONE ABUTMENT
 NC0198'OF THE OVERPASS, 10.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NC0198'NORTHBOUND TRACK OF THE ERIE RAILROAD AND 3 1/2 FEET ABOVE THE LEVEL
 NC0198'OF THE GROUND.
 NC0198
 NC0198                          STATION RECOVERY (1983)
 NC0198
 NC0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0198'RECOVERED IN GOOD CONDITION.
 NC0198
 NC0198                          STATION RECOVERY (2005)
 NC0198
 NC0198'RECOVERY NOTE BY US POWER SQUADRON 2005 (SFG)
 NC0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4955 ***********************************************************************
 KU4955  DESIGNATION -  13E 03N
 KU4955  PID         -  KU4955
 KU4955  STATE/COUNTY-  NY/NASSAU
 KU4955  USGS QUAD   -  JONES INLET (1975)
 KU4955
 KU4955                         *CURRENT SURVEY CONTROL
 KU4955  ___________________________________________________________________
 KU4955* NAD 83(1996)-  40 35 36.00221(N)    073 32 10.18275(W)     ADJUSTED  
 KU4955* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 KU4955  ___________________________________________________________________
 KU4955  X           -   1,374,561.335 (meters)                     COMP
 KU4955  Y           -  -4,651,219.224 (meters)                     COMP
 KU4955  Z           -   4,128,218.886 (meters)                     COMP
 KU4955  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KU4955  ELLIP HEIGHT-         -25.48  (meters)          (12/03/02) GPS OBS
 KU4955  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU4955
 KU4955  HORZ ORDER  -  FIRST
 KU4955  ELLP ORDER  -  FOURTH    CLASS II
 KU4955
 KU4955.The horizontal coordinates were established by GPS observations
 KU4955.and adjusted by the National Geodetic Survey in January 1999..
 KU4955
 KU4955.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4955
 KU4955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4955
 KU4955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4955
 KU4955.The ellipsoidal height was determined by GPS observations
 KU4955.and is referenced to NAD 83.
 KU4955
 KU4955.The geoid height was determined by GEOID03.
 KU4955
 KU4955;                    North         East     Units Scale Factor Converg.
 KU4955;SPC NY L     -    47,483.370   339,263.986   MT  1.00000489   +0 18 12.2
 KU4955;SPC NY L     -   155,785.02  1,113,068.59   sFT  1.00000489   +0 18 12.2
 KU4955;UTM  18      - 4,494,644.585   623,866.678   MT  0.99978886   +0 57 09.4
 KU4955
 KU4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4955!SPC NY L     -   1.00000400  x   1.00000489  =   1.00000889
 KU4955!UTM  18      -   1.00000400  x   0.99978886  =   0.99979286
 KU4955
 KU4955:                Primary Azimuth Mark                     Grid Az
 KU4955:SPC NY L     -  13E 03N AZ                               080 52 38.9
 KU4955:UTM  18      -  13E 03N AZ                               080 13 41.7
 KU4955
 KU4955|---------------------------------------------------------------------|
 KU4955| PID    Reference Object                     Distance      Geod. Az  |
 KU4955|                                                           dddmmss.s |
 KU4955| KU4974 13E 03N AZ                          APPROX. 0.8 KM 0811051.1 |
 KU4955|---------------------------------------------------------------------|
 KU4955
 KU4955                          SUPERSEDED SURVEY CONTROL
 KU4955
 KU4955  ELLIP H (01/11/99)  -25.48   (m)                       GP(       ) 4 1
 KU4955  NAD 83(1986)-  40 35 36.00530(N)    073 32 10.18138(W) AD(       ) 1
 KU4955  NGVD 29 (03/24/92)    6.5    (m)           21.     (f) GPS OBS        
 KU4955
 KU4955.Superseded values are not recommended for survey control.
 KU4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4955.See file dsdata.txt to determine how the superseded data were derived.
 KU4955
 KU4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2386794645(NAD 83)
 KU4955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4955_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4955_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4955_STAMPING: 13E03N
 KU4955_MARK LOGO: NYDPW 
 KU4955_PROJECTION: RECESSED 8 CENTIMETERS
 KU4955_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4955+STABILITY: POSITION/ELEVATION WELL
 KU4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4955+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU4955_ROD/PIPE-DEPTH: 20.6 meters
 KU4955_SLEEVE-DEPTH  : 1.52 meters
 KU4955
 KU4955  HISTORY     - Date     Condition        Report By
 KU4955  HISTORY     - 1989     MONUMENTED       SBAS
 KU4955  HISTORY     - 19910503 GOOD
 KU4955
 KU4955                          STATION DESCRIPTION
 KU4955
 KU4955'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4955'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, 9 FEET
 KU4955'(2.7 M) SOUTH OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF
 KU4955'OCEAN PARKWAY AND 48 FEET (14.6 M) NORTH EAST OF THE EDGE OF THE
 KU4955'PAVEMENT OF THE ENTRANCE FOR BAY PARKWAY EAST,IN THE GRASS AREA
 KU4955'ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU4955'THE LOCATION TIES ARE 42.3 FEET (12.9 M) FROM THE WOOD LIGHT POLE
 KU4955'NUMBER 58, 60.8 FEET (18.5 M) FROM THE NORTH POST OF THE SIGN AND
 KU4955'69.8 FEET (21.3 M) OF THE EAST END OF THE GUIDE RAIL ON THE
 KU4955'CENTERLINE OF OCEAN PARKWAY.
 KU4955
 KU4955                          STATION RECOVERY (1991)
 KU4955
 KU4955'RECOVERED 1991
 KU4955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4974 ***********************************************************************
 KU4974  DESIGNATION -  13E 03N AZ
 KU4974  PID         -  KU4974
 KU4974  STATE/COUNTY-  NY/NASSAU
 KU4974  USGS QUAD   -  JONES INLET (1975)
 KU4974
 KU4974                         *CURRENT SURVEY CONTROL
 KU4974  ___________________________________________________________________
 KU4974* NAD 83(1996)-  40 35 39.97123(N)    073 31 36.61195(W)     ADJUSTED  
 KU4974* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 KU4974  ___________________________________________________________________
 KU4974  X           -   1,375,295.195 (meters)                     COMP
 KU4974  Y           -  -4,650,917.209 (meters)                     COMP
 KU4974  Z           -   4,128,310.205 (meters)                     COMP
 KU4974  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU4974  ELLIP HEIGHT-         -28.01  (meters)          (12/03/02) GPS OBS
 KU4974  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU4974
 KU4974  HORZ ORDER  -  FIRST
 KU4974  ELLP ORDER  -  FOURTH    CLASS II
 KU4974
 KU4974.The horizontal coordinates were established by GPS observations
 KU4974.and adjusted by the National Geodetic Survey in January 1999..
 KU4974
 KU4974.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4974
 KU4974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4974
 KU4974.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4974
 KU4974.The ellipsoidal height was determined by GPS observations
 KU4974.and is referenced to NAD 83.
 KU4974
 KU4974.The geoid height was determined by GEOID03.
 KU4974
 KU4974;                    North         East     Units Scale Factor Converg.
 KU4974;SPC NY L     -    47,610.020   340,052.699   MT  1.00000480   +0 18 34.2
 KU4974;SPC NY L     -   156,200.54  1,115,656.23   sFT  1.00000480   +0 18 34.2
 KU4974;UTM  18      - 4,494,780.134   624,653.736   MT  0.99979126   +0 57 31.4
 KU4974
 KU4974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4974!SPC NY L     -   1.00000439  x   1.00000480  =   1.00000919
 KU4974!UTM  18      -   1.00000439  x   0.99979126  =   0.99979565
 KU4974
 KU4974:                Primary Azimuth Mark                     Grid Az
 KU4974:SPC NY L     -  13E 03N                                  260 52 38.7
 KU4974:UTM  18      -  13E 03N                                  260 13 41.5
 KU4974
 KU4974|---------------------------------------------------------------------|
 KU4974| PID    Reference Object                     Distance      Geod. Az  |
 KU4974|                                                           dddmmss.s |
 KU4974| KU4955 13E 03N                             APPROX. 0.8 KM 2611112.9 |
 KU4974|---------------------------------------------------------------------|
 KU4974
 KU4974                          SUPERSEDED SURVEY CONTROL
 KU4974
 KU4974  ELLIP H (01/11/99)  -28.01   (m)                       GP(       ) 4 1
 KU4974  NAD 83(1986)-  40 35 39.97434(N)    073 31 36.61056(W) AD(       ) 1
 KU4974  NGVD 29 (03/24/92)    4.0    (m)           13.     (f) GPS OBS        
 KU4974
 KU4974.Superseded values are not recommended for survey control.
 KU4974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4974.See file dsdata.txt to determine how the superseded data were derived.
 KU4974
 KU4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2465494780(NAD 83)
 KU4974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4974_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4974_STAMPING: 13E03NAZ
 KU4974_MARK LOGO: NYDPW 
 KU4974_PROJECTION: RECESSED 8 CENTIMETERS
 KU4974_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4974+STABILITY: POSITION/ELEVATION WELL
 KU4974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4974+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 KU4974_ROD/PIPE-DEPTH: 20.6 meters
 KU4974_SLEEVE-DEPTH  : 1.52 meters
 KU4974
 KU4974  HISTORY     - Date     Condition        Report By
 KU4974  HISTORY     - 1989     MONUMENTED       SBAS
 KU4974  HISTORY     - 19900517 GOOD
 KU4974
 KU4974                          STATION DESCRIPTION
 KU4974
 KU4974'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4974'THE POINT IS  LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, ON THE
 KU4974'CENTERLINE OF THE MEDIAN OF OCEAN PARKWAY AND 2500 FEET (762.0 M)
 KU4974'WEST OF THE ENTRANCE TO PARKING FIELD 3,IN THE GRASS.
 KU4974'THE LOCATION TIES ARE 89.0 FEET (27.1 M) FROM THE LIGHT POLE NUMBER
 KU4974'M1, 88.5 FEET (27.0 M) FROM THE LIGHT POLE ON THE SOUTH SIDE OF OCEAN
 KU4974'PARKWAY AND 24.2 FEET (7.4 M) FROM THE CURB ON THE SOUTH SIDE OF THE
 KU4974'WESTBOUND LANES.
 KU4974'THIS POINT IS A COMMON AZIMUTH POINT FOR GRID POINTS 13E03N (SSN1303)
 KU4974'AND 14E03N (SSN1403).
 KU4974
 KU4974                          STATION RECOVERY (1990)
 KU4974
 KU4974'RECOVERED 1990
 KU4974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4956 ***********************************************************************
 KU4956  DESIGNATION -  13E 06N
 KU4956  PID         -  KU4956
 KU4956  STATE/COUNTY-  NY/NASSAU
 KU4956  USGS QUAD   -  FREEPORT (1979)
 KU4956
 KU4956                         *CURRENT SURVEY CONTROL
 KU4956  ___________________________________________________________________
 KU4956* NAD 83(1996)-  40 38 31.73789(N)    073 31 47.95588(W)     ADJUSTED  
 KU4956* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU4956  ___________________________________________________________________
 KU4956  X           -   1,374,061.177 (meters)                     COMP
 KU4956  Y           -  -4,647,684.032 (meters)                     COMP
 KU4956  Z           -   4,132,331.053 (meters)                     COMP
 KU4956  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KU4956  ELLIP HEIGHT-         -29.43  (meters)          (12/03/02) GPS OBS
 KU4956  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU4956
 KU4956  HORZ ORDER  -  FIRST
 KU4956  ELLP ORDER  -  FOURTH    CLASS II
 KU4956
 KU4956.The horizontal coordinates were established by GPS observations
 KU4956.and adjusted by the National Geodetic Survey in January 1999..
 KU4956
 KU4956.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4956
 KU4956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4956
 KU4956.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4956
 KU4956.The ellipsoidal height was determined by GPS observations
 KU4956.and is referenced to NAD 83.
 KU4956
 KU4956.The geoid height was determined by GEOID03.
 KU4956
 KU4956;                    North         East     Units Scale Factor Converg.
 KU4956;SPC NY L     -    52,906.883   339,757.536   MT  1.00000145   +0 18 26.7
 KU4956;SPC NY L     -   173,578.67  1,114,687.85   sFT  1.00000145   +0 18 26.7
 KU4956;UTM  18      - 4,500,072.186   624,298.606   MT  0.99979017   +0 57 27.3
 KU4956
 KU4956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4956!SPC NY L     -   1.00000462  x   1.00000145  =   1.00000607
 KU4956!UTM  18      -   1.00000462  x   0.99979017  =   0.99979479
 KU4956
 KU4956|---------------------------------------------------------------------|
 KU4956| PID    Reference Object                     Distance      Geod. Az  |
 KU4956|                                                           dddmmss.s |
 KU4956| KU4975 13E 06N AZ                          197.525 METERS 32439     |
 KU4956|---------------------------------------------------------------------|
 KU4956
 KU4956                          SUPERSEDED SURVEY CONTROL
 KU4956
 KU4956  ELLIP H (01/11/99)  -29.42   (m)                       GP(       ) 4 1
 KU4956  NAD 83(1996)-  40 38 31.74113(N)    073 31 47.95462(W) AD(       ) 1
 KU4956  NAD 83(1992)-  40 38 31.74106(N)    073 31 47.95447(W) AD(       ) 1
 KU4956  NAD 83(1986)-  40 38 31.74134(N)    073 31 47.95489(W) AD(       ) 1
 KU4956  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU4956
 KU4956.Superseded values are not recommended for survey control.
 KU4956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4956.See file dsdata.txt to determine how the superseded data were derived.
 KU4956
 KU4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2429900072(NAD 83)
 KU4956_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4956_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4956_STAMPING: 13E06N
 KU4956_MARK LOGO: NYDPW 
 KU4956_PROJECTION: RECESSED 8 CENTIMETERS
 KU4956_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4956+STABILITY: POSITION/ELEVATION WELL
 KU4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4956+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1991
 KU4956_ROD/PIPE-DEPTH: 20.6 meters
 KU4956_SLEEVE-DEPTH  : 1.52 meters
 KU4956
 KU4956  HISTORY     - Date     Condition        Report By
 KU4956  HISTORY     - 1990     MONUMENTED       SBAS
 KU4956  HISTORY     - 19910409 GOOD
 KU4956
 KU4956                          STATION DESCRIPTION
 KU4956
 KU4956'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4956'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD, 363 FEET
 KU4956'(110.6 M) SOUTH OF THE CENTERLINE OF PEMACO ROAD AND 24 FEET (7.3 M)
 KU4956'EAST  OF THE CENTERLINE OF HALYARD DRIVE,IN THE CONCRETE SIDEWALK.
 KU4956'THE LOCATION TIES ARE 55.0 FEET (16.8 M) FROM THE ELECTRIC MANHOLE
 KU4956'(SLOTTED), 43.3 FEET (13.2 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU4956'NUMBER 2329 AND 28.9 FEET (8.8 M) FROM THE LIGHT POLE.
 KU4956
 KU4956                          STATION RECOVERY (1991)
 KU4956
 KU4956'RECOVERED 1991
 KU4956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4975 ***********************************************************************
 KU4975  DESIGNATION -  13E 06N AZ
 KU4975  PID         -  KU4975
 KU4975  STATE/COUNTY-  NY/NASSAU
 KU4975  USGS QUAD   -  FREEPORT (1979)
 KU4975
 KU4975                         *CURRENT SURVEY CONTROL
 KU4975  ___________________________________________________________________
 KU4975* NAD 83(1996)-  40 38 36.96112(N)    073 31 52.81908(W)     ADJUSTED  
 KU4975* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4975  ___________________________________________________________________
 KU4975  X           -   1,373,921.779 (meters)                     COMP
 KU4975  Y           -  -4,647,615.565 (meters)                     COMP
 KU4975  Z           -   4,132,453.104 (meters)                     COMP
 KU4975  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 KU4975  ELLIP HEIGHT-         -29.74  (meters)          (12/03/02) GPS OBS
 KU4975  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU4975
 KU4975  HORZ ORDER  -  FIRST
 KU4975  ELLP ORDER  -  FOURTH    CLASS II
 KU4975
 KU4975.The horizontal coordinates were established by GPS observations
 KU4975.and adjusted by the National Geodetic Survey in January 1999..
 KU4975
 KU4975.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4975
 KU4975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4975
 KU4975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4975
 KU4975.The ellipsoidal height was determined by GPS observations
 KU4975.and is referenced to NAD 83.
 KU4975
 KU4975.The geoid height was determined by GEOID03.
 KU4975
 KU4975;                    North         East     Units Scale Factor Converg.
 KU4975;SPC NY L     -    53,067.386   339,642.406   MT  1.00000136   +0 18 23.6
 KU4975;SPC NY L     -   174,105.25  1,114,310.13   sFT  1.00000136   +0 18 23.6
 KU4975;UTM  18      - 4,500,231.339   624,181.687   MT  0.99978982   +0 57 24.3
 KU4975
 KU4975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4975!SPC NY L     -   1.00000467  x   1.00000136  =   1.00000603
 KU4975!UTM  18      -   1.00000467  x   0.99978982  =   0.99979448
 KU4975
 KU4975|---------------------------------------------------------------------|
 KU4975| PID    Reference Object                     Distance      Geod. Az  |
 KU4975|                                                           dddmmss.s |
 KU4975| KU4956 13E 06N                             197.525 METERS 14439     |
 KU4975|---------------------------------------------------------------------|
 KU4975
 KU4975                          SUPERSEDED SURVEY CONTROL
 KU4975
 KU4975  ELLIP H (01/11/99)  -29.74   (m)                       GP(       ) 4 1
 KU4975  NAD 83(1996)-  40 38 36.96435(N)    073 31 52.81780(W) AD(       ) 1
 KU4975  NAD 83(1992)-  40 38 36.96427(N)    073 31 52.81766(W) AD(       ) 1
 KU4975  NAD 83(1986)-  40 38 36.96459(N)    073 31 52.81810(W) AD(       ) 1
 KU4975  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU4975
 KU4975.Superseded values are not recommended for survey control.
 KU4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4975.See file dsdata.txt to determine how the superseded data were derived.
 KU4975
 KU4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2418200231(NAD 83)
 KU4975_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4975_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4975_STAMPING: 13E06NAZ
 KU4975_MARK LOGO: NYDPW 
 KU4975_PROJECTION: RECESSED 8 CENTIMETERS
 KU4975_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4975+STABILITY: POSITION/ELEVATION WELL
 KU4975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4975+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1991
 KU4975_ROD/PIPE-DEPTH: 20.6 meters
 KU4975_SLEEVE-DEPTH  : 1.52 meters
 KU4975
 KU4975  HISTORY     - Date     Condition        Report By
 KU4975  HISTORY     - 1990     MONUMENTED       SBAS
 KU4975  HISTORY     - 19910510 GOOD
 KU4975
 KU4975                          STATION DESCRIPTION
 KU4975
 KU4975'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4975'THE POINT IS LOCATED IN MERRICK, TOWN OF HEMPSTEAD, 65 FEET (19.8 M)
 KU4975'SOUTH OF THE CENTERLINE OF DONNA DRIVE AND 21 FEET (6.4 M) WEST OF THE
 KU4975'CENTERLINE OF HALYARD DRIVE,IN THE CONCRETE SIDEWALK.
 KU4975'THE LOCATION TIES ARE 52.6 FEET (16.0 M) FROM THE EASTERLY CATCH
 KU4975'BASIN, 19.6 FEET (6.0 M) FROM THE WESTERLY CATCH BASIN AND 61.2 FEET
 KU4975'(18.7 M) FROM THE HYDRANT.
 KU4975
 KU4975                          STATION RECOVERY (1991)
 KU4975
 KU4975'RECOVERED 1991
 KU4975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4957 ***********************************************************************
 KU4957  DESIGNATION -  13E 07N
 KU4957  PID         -  KU4957
 KU4957  STATE/COUNTY-  NY/NASSAU
 KU4957  USGS QUAD   -  FREEPORT (1979)
 KU4957
 KU4957                         *CURRENT SURVEY CONTROL
 KU4957  ___________________________________________________________________
 KU4957* NAD 83(1996)-  40 39 21.59718(N)    073 32 06.70055(W)     ADJUSTED  
 KU4957* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KU4957  ___________________________________________________________________
 KU4957  X           -   1,373,354.973 (meters)                     COMP
 KU4957  Y           -  -4,646,848.515 (meters)                     COMP
 KU4957  Z           -   4,133,498.313 (meters)                     COMP
 KU4957  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4957  ELLIP HEIGHT-         -28.85  (meters)          (12/03/02) GPS OBS
 KU4957  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU4957
 KU4957  HORZ ORDER  -  FIRST
 KU4957  ELLP ORDER  -  FOURTH    CLASS II
 KU4957
 KU4957.The horizontal coordinates were established by GPS observations
 KU4957.and adjusted by the National Geodetic Survey in January 1999..
 KU4957
 KU4957.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4957
 KU4957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4957
 KU4957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4957
 KU4957.The ellipsoidal height was determined by GPS observations
 KU4957.and is referenced to NAD 83.
 KU4957
 KU4957.The geoid height was determined by GEOID03.
 KU4957
 KU4957;                    North         East     Units Scale Factor Converg.
 KU4957;SPC NY L     -    54,442.493   339,308.941   MT  1.00000061   +0 18 14.5
 KU4957;SPC NY L     -   178,616.75  1,113,216.08   sFT  1.00000061   +0 18 14.5
 KU4957;UTM  18      - 4,501,602.282   623,832.710   MT  0.99978875   +0 57 16.1
 KU4957
 KU4957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4957!SPC NY L     -   1.00000453  x   1.00000061  =   1.00000514
 KU4957!UTM  18      -   1.00000453  x   0.99978875  =   0.99979327
 KU4957
 KU4957:                Primary Azimuth Mark                     Grid Az
 KU4957:SPC NY L     -  13E 07N AZ                               163 37 53.4
 KU4957:UTM  18      -  13E 07N AZ                               162 58 51.8
 KU4957
 KU4957|---------------------------------------------------------------------|
 KU4957| PID    Reference Object                     Distance      Geod. Az  |
 KU4957|                                                           dddmmss.s |
 KU4957| KU4976 13E 07N AZ                          476.860 METERS 1635607.9 |
 KU4957|---------------------------------------------------------------------|
 KU4957
 KU4957                          SUPERSEDED SURVEY CONTROL
 KU4957
 KU4957  ELLIP H (01/11/99)  -28.85   (m)                       GP(       ) 4 1
 KU4957  NAD 83(1996)-  40 39 21.60037(N)    073 32 06.69929(W) AD(       ) 1
 KU4957  NAD 83(1992)-  40 39 21.60026(N)    073 32 06.69911(W) AD(       ) 1
 KU4957  NAD 83(1986)-  40 39 21.60074(N)    073 32 06.69959(W) AD(       ) 1
 KU4957  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4957
 KU4957.Superseded values are not recommended for survey control.
 KU4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4957.See file dsdata.txt to determine how the superseded data were derived.
 KU4957
 KU4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2383301602(NAD 83)
 KU4957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4957_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4957_STAMPING: 13E07N
 KU4957_MARK LOGO: NYDPW 
 KU4957_PROJECTION: RECESSED 8 CENTIMETERS
 KU4957_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4957+STABILITY: POSITION/ELEVATION WELL
 KU4957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4957+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 KU4957_ROD/PIPE-DEPTH: 20.6 meters
 KU4957_SLEEVE-DEPTH  : 1.52 meters
 KU4957
 KU4957  HISTORY     - Date     Condition        Report By
 KU4957  HISTORY     - 1990     MONUMENTED       SBAS
 KU4957  HISTORY     - 19910429 GOOD
 KU4957
 KU4957                          STATION DESCRIPTION
 KU4957
 KU4957'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4957'THE POINT IS LOCATED IN BELLMORE, TOWN OF HEMPSTEAD,IN NEWBRIDGE ROAD
 KU4957'PARK,987 FEET SOUTH OF THE CENTERLINE OF DOCK ROAD AND 21 FEET
 KU4957'(6.4 M) EAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO NEWBRIDGE ROAD
 KU4957'PARK,IN THE GRASS AREA ADJACENT TO THE CURB.
 KU4957'THE LOCATION TIES ARE 71.6 FEET (21.8 M) FROM THE CENTER OF THE LIGHT
 KU4957'POLE, 86.0 FEET (26.2 M) FROM THE NORTH EAST CORNER OF THE WEST
 KU4957'PILLAR AND 72.7 FEET (22.2 M) FROM THE SOUTH WEST CORNER OF THE EAST
 KU4957'PILLAR.
 KU4957
 KU4957                          STATION RECOVERY (1991)
 KU4957
 KU4957'RECOVERED 1991
 KU4957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4976 ***********************************************************************
 KU4976  DESIGNATION -  13E 07N AZ
 KU4976  PID         -  KU4976
 KU4976  STATE/COUNTY-  NY/NASSAU
 KU4976  USGS QUAD   -  FREEPORT (1979)
 KU4976
 KU4976                         *CURRENT SURVEY CONTROL
 KU4976  ___________________________________________________________________
 KU4976* NAD 83(1996)-  40 39 06.74165(N)    073 32 01.08382(W)     ADJUSTED  
 KU4976* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KU4976  ___________________________________________________________________
 KU4976  X           -   1,373,566.139 (meters)                     COMP
 KU4976  Y           -  -4,647,097.438 (meters)                     COMP
 KU4976  Z           -   4,133,150.692 (meters)                     COMP
 KU4976  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KU4976  ELLIP HEIGHT-         -28.81  (meters)          (12/03/02) GPS OBS
 KU4976  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4976
 KU4976  HORZ ORDER  -  FIRST
 KU4976  ELLP ORDER  -  FOURTH    CLASS II
 KU4976
 KU4976.The horizontal coordinates were established by GPS observations
 KU4976.and adjusted by the National Geodetic Survey in January 1999..
 KU4976
 KU4976.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4976
 KU4976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4976
 KU4976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4976
 KU4976.The ellipsoidal height was determined by GPS observations
 KU4976.and is referenced to NAD 83.
 KU4976
 KU4976.The geoid height was determined by GEOID03.
 KU4976
 KU4976;                    North         East     Units Scale Factor Converg.
 KU4976;SPC NY L     -    53,984.961   339,443.327   MT  1.00000086   +0 18 18.1
 KU4976;SPC NY L     -   177,115.66  1,113,656.98   sFT  1.00000086   +0 18 18.1
 KU4976;UTM  18      - 4,501,146.401   623,972.251   MT  0.99978918   +0 57 19.4
 KU4976
 KU4976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4976!SPC NY L     -   1.00000452  x   1.00000086  =   1.00000538
 KU4976!UTM  18      -   1.00000452  x   0.99978918  =   0.99979370
 KU4976
 KU4976:                Primary Azimuth Mark                     Grid Az
 KU4976:SPC NY L     -  13E 07N                                  343 37 53.5
 KU4976:UTM  18      -  13E 07N                                  342 58 52.2
 KU4976
 KU4976|---------------------------------------------------------------------|
 KU4976| PID    Reference Object                     Distance      Geod. Az  |
 KU4976|                                                           dddmmss.s |
 KU4976| KU4957 13E 07N                             476.860 METERS 3435611.6 |
 KU4976|---------------------------------------------------------------------|
 KU4976
 KU4976                          SUPERSEDED SURVEY CONTROL
 KU4976
 KU4976  ELLIP H (01/11/99)  -28.80   (m)                       GP(       ) 4 1
 KU4976  NAD 83(1996)-  40 39 06.74484(N)    073 32 01.08257(W) AD(       ) 1
 KU4976  NAD 83(1992)-  40 39 06.74473(N)    073 32 01.08239(W) AD(       ) 1
 KU4976  NAD 83(1986)-  40 39 06.74521(N)    073 32 01.08293(W) AD(       ) 1
 KU4976  NGVD 29 (03/24/92)    3.0    (m)           10.     (f) GPS OBS        
 KU4976
 KU4976.Superseded values are not recommended for survey control.
 KU4976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4976.See file dsdata.txt to determine how the superseded data were derived.
 KU4976
 KU4976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2397201146(NAD 83)
 KU4976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4976_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4976_STAMPING: 13E07NAZ
 KU4976_MARK LOGO: NYDPW 
 KU4976_PROJECTION: RECESSED 8 CENTIMETERS
 KU4976_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4976+STABILITY: POSITION/ELEVATION WELL
 KU4976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4976+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 KU4976_ROD/PIPE-DEPTH: 20.6 meters
 KU4976_SLEEVE-DEPTH  : 1.52 meters
 KU4976
 KU4976  HISTORY     - Date     Condition        Report By
 KU4976  HISTORY     - 1990     MONUMENTED       SBAS
 KU4976  HISTORY     - 19910429 GOOD
 KU4976
 KU4976                          STATION DESCRIPTION
 KU4976
 KU4976'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4976'THE POINT IS LOCATED IN BELLMORE, TOWN OF HEMPSTEAD,IN NEWBRIDGE ROAD
 KU4976'PARK,2487 FEET SOUTH OF THE CENTERLINE OF DOCK ROAD AND 21 FEET
 KU4976'(6.4 M) WEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO NEWBRIDGE ROAD
 KU4976'PARK,IN THE GRASS AREA ADJACENT TO THE PARKING LOT.
 KU4976'THE LOCATION TIES ARE 30.8 FEET (9.4 M) FROM THE NORTH EAST CORNER OF
 KU4976'THE CATCH BASIN LOCATED IN THE NORTH EAST CORNER OF THE PARKING LOT,
 KU4976'42.4 FEET (12.9 M) FROM THE SOUTH EAST CORNER OF THE CURB AT THE
 KU4976'ENTRANCE ROAD AND 73.6 FEET (22.4 M) FROM THE SOUTH EAST CORNER OF
 KU4976'THE CATCH BASIN LOCATED IN SOUTH EAST CORNER OF THE PARKING LOT.
 KU4976
 KU4976                          STATION RECOVERY (1991)
 KU4976
 KU4976'RECOVERED 1991
 KU4976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4977 ***********************************************************************
 KU4977  DESIGNATION -  13E 08N AZ
 KU4977  PID         -  KU4977
 KU4977  STATE/COUNTY-  NY/NASSAU
 KU4977  USGS QUAD   -  FREEPORT (1979)
 KU4977
 KU4977                         *CURRENT SURVEY CONTROL
 KU4977  ___________________________________________________________________
 KU4977* NAD 83(1996)-  40 39 56.33686(N)    073 32 22.98478(W)     ADJUSTED  
 KU4977* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 KU4977  ___________________________________________________________________
 KU4977  X           -   1,372,790.733 (meters)                     COMP
 KU4977  Y           -  -4,646,288.898 (meters)                     COMP
 KU4977  Z           -   4,134,312.622 (meters)                     COMP
 KU4977  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 KU4977  ELLIP HEIGHT-         -26.67  (meters)          (12/03/02) GPS OBS
 KU4977  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU4977
 KU4977  HORZ ORDER  -  FIRST
 KU4977  ELLP ORDER  -  FOURTH    CLASS II
 KU4977
 KU4977.The horizontal coordinates were established by GPS observations
 KU4977.and adjusted by the National Geodetic Survey in January 1999..
 KU4977
 KU4977.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4977
 KU4977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4977
 KU4977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4977
 KU4977.The ellipsoidal height was determined by GPS observations
 KU4977.and is referenced to NAD 83.
 KU4977
 KU4977.The geoid height was determined by GEOID03.
 KU4977
 KU4977;                    North         East     Units Scale Factor Converg.
 KU4977;SPC NY L     -    55,512.056   338,920.767   MT  1.00000006   +0 18 03.8
 KU4977;SPC NY L     -   182,125.80  1,111,942.55   sFT  1.00000006   +0 18 03.8
 KU4977;UTM  18      - 4,502,667.143   623,432.502   MT  0.99978753   +0 57 06.1
 KU4977
 KU4977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4977!SPC NY L     -   1.00000418  x   1.00000006  =   1.00000424
 KU4977!UTM  18      -   1.00000418  x   0.99978753  =   0.99979171
 KU4977
 KU4977|---------------------------------------------------------------------|
 KU4977| PID    Reference Object                     Distance      Geod. Az  |
 KU4977|                                                           dddmmss.s |
 KU4977| KU4553 13 E 08 N                           308.069 METERS 07328     |
 KU4977|---------------------------------------------------------------------|
 KU4977
 KU4977                          SUPERSEDED SURVEY CONTROL
 KU4977
 KU4977  ELLIP H (01/11/99)  -26.67   (m)                       GP(       ) 4 1
 KU4977  NAD 83(1996)-  40 39 56.34002(N)    073 32 22.98352(W) AD(       ) 1
 KU4977  NAD 83(1992)-  40 39 56.33991(N)    073 32 22.98333(W) AD(       ) 1
 KU4977  NAD 83(1986)-  40 39 56.34040(N)    073 32 22.98408(W) AD(       ) 1
 KU4977  NGVD 29 (03/24/92)    5.2    (m)           17.     (f) GPS OBS        
 KU4977
 KU4977.Superseded values are not recommended for survey control.
 KU4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4977.See file dsdata.txt to determine how the superseded data were derived.
 KU4977
 KU4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2343302667(NAD 83)
 KU4977_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4977_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4977_STAMPING: 13E08NAZ
 KU4977_MARK LOGO: NYDPW 
 KU4977_PROJECTION: RECESSED 8 CENTIMETERS
 KU4977_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4977+STABILITY: POSITION/ELEVATION WELL
 KU4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4977+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU4977_ROD/PIPE-DEPTH: 20.6 meters
 KU4977_SLEEVE-DEPTH  : 1.52 meters
 KU4977
 KU4977  HISTORY     - Date     Condition        Report By
 KU4977  HISTORY     - 1990     MONUMENTED       SBAS
 KU4977  HISTORY     - 19910426 GOOD
 KU4977
 KU4977                          STATION DESCRIPTION
 KU4977
 KU4977'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4977'THE POINT IS LOCATED IN BELLMORE, TOWN OF HEMPSTEAD, 37 FEET (11.3 M)
 KU4977'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SUNRISE HIGHWAY AND
 KU4977'704 FEET (214.6 M) WEST OF THE CENTERLINE OF NEWBRIDGE ROAD,IN THE
 KU4977'GRASS AREA BETWEEN THE CURB AND SIDEWALK.
 KU4977'THE LOCATION TIES ARE 16.3 FEET (5.0 M) FROM THE CENTER OF POLE NUMBER
 KU4977'12, 8.1 FEET (2.5 M) SOUTH OF THE CURB ON SOUTH SIDE OF SUNRISE
 KU4977'HIGHWAY AND 0.8 FEET (0.2 M) NORTH OF THE SIDEWALK.
 KU4977
 KU4977                          STATION RECOVERY (1991)
 KU4977
 KU4977'RECOVERED 1991
 KU4977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4958 ***********************************************************************
 KU4958  DESIGNATION -  13E 09N
 KU4958  PID         -  KU4958
 KU4958  STATE/COUNTY-  NY/NASSAU
 KU4958  USGS QUAD   -  FREEPORT (1979)
 KU4958
 KU4958                         *CURRENT SURVEY CONTROL
 KU4958  ___________________________________________________________________
 KU4958* NAD 83(1996)-  40 41 04.02157(N)    073 32 07.96488(W)     ADJUSTED  
 KU4958* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 KU4958  ___________________________________________________________________
 KU4958  X           -   1,372,744.467 (meters)                     COMP
 KU4958  Y           -  -4,644,887.572 (meters)                     COMP
 KU4958  Z           -   4,135,899.331 (meters)                     COMP
 KU4958  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4958  ELLIP HEIGHT-         -21.67  (meters)          (12/03/02) GPS OBS
 KU4958  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4958
 KU4958  HORZ ORDER  -  FIRST
 KU4958  ELLP ORDER  -  FOURTH    CLASS II
 KU4958
 KU4958.The horizontal coordinates were established by GPS observations
 KU4958.and adjusted by the National Geodetic Survey in January 1999..
 KU4958
 KU4958.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4958
 KU4958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4958
 KU4958.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4958
 KU4958.The ellipsoidal height was determined by GPS observations
 KU4958.and is referenced to NAD 83.
 KU4958
 KU4958.The geoid height was determined by GEOID03.
 KU4958
 KU4958;                    North         East     Units Scale Factor Converg.
 KU4958;SPC NY L     -    57,601.729   339,262.488   MT  0.99999906   +0 18 13.6
 KU4958;SPC NY L     -   188,981.67  1,113,063.68   sFT  0.99999906   +0 18 13.6
 KU4958;UTM  18      - 4,504,760.119   623,750.398   MT  0.99978850   +0 57 17.2
 KU4958
 KU4958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4958!SPC NY L     -   1.00000340  x   0.99999906  =   1.00000246
 KU4958!UTM  18      -   1.00000340  x   0.99978850  =   0.99979190
 KU4958
 KU4958|---------------------------------------------------------------------|
 KU4958| PID    Reference Object                     Distance      Geod. Az  |
 KU4958|                                                           dddmmss.s |
 KU4958| KU4978 13E 09N AZ                          178.801 METERS 21759     |
 KU4958|---------------------------------------------------------------------|
 KU4958
 KU4958                          SUPERSEDED SURVEY CONTROL
 KU4958
 KU4958  ELLIP H (01/11/99)  -21.67   (m)                       GP(       ) 4 1
 KU4958  NAD 83(1996)-  40 41 04.02474(N)    073 32 07.96365(W) AD(       ) 1
 KU4958  NAD 83(1992)-  40 41 04.02464(N)    073 32 07.96345(W) AD(       ) 1
 KU4958  NAD 83(1986)-  40 41 04.02511(N)    073 32 07.96431(W) AD(       ) 1
 KU4958  NGVD 29 (03/24/92)   10.1    (m)           33.     (f) GPS OBS        
 KU4958
 KU4958.Superseded values are not recommended for survey control.
 KU4958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4958.See file dsdata.txt to determine how the superseded data were derived.
 KU4958
 KU4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2375004760(NAD 83)
 KU4958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4958_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4958_STAMPING: 13E09N
 KU4958_MARK LOGO: NYDPW 
 KU4958_PROJECTION: RECESSED 8 CENTIMETERS
 KU4958_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4958+STABILITY: POSITION/ELEVATION WELL
 KU4958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4958+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU4958_ROD/PIPE-DEPTH: 20.6 meters
 KU4958_SLEEVE-DEPTH  : 1.52 meters
 KU4958
 KU4958  HISTORY     - Date     Condition        Report By
 KU4958  HISTORY     - 1990     MONUMENTED       SBAS
 KU4958  HISTORY     - 19910426 GOOD
 KU4958
 KU4958                          STATION DESCRIPTION
 KU4958
 KU4958'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4958'THE POINT IS LOCATED IN NORTH BELLMORE, TOWN OF HEMPSTEAD, 41 FEET
 KU4958'(12.5 M) SOUTH WEST OF THE CENTERLINE OF LITTLENECK AVENUE AND 21
 KU4958'FEET (6.4 M) SOUTH EAST OF THE CENTERLINE OF BRISTOL DRIVE,IN THE
 KU4958'CONCRETE SIDEWALK.
 KU4958'THE LOCATION TIES ARE 45.5 FEET (13.9 M) FROM THE CENTER OF THE SEWER
 KU4958'MANHOLE, 9.4 FEET (2.9 M) FROM THE CENTER OF THE LIGHT POLE AND 26.3
 KU4958'FEET (8.0 M) FROM THE NORTH EAST CORNER OF THE CONCRETE HOUSE WALK,AT
 KU4958'THE BACK OF THE SIDEWALK.
 KU4958
 KU4958                          STATION RECOVERY (1991)
 KU4958
 KU4958'RECOVERED 1991
 KU4958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4978 ***********************************************************************
 KU4978  DESIGNATION -  13E 09N AZ
 KU4978  PID         -  KU4978
 KU4978  STATE/COUNTY-  NY/NASSAU
 KU4978  USGS QUAD   -  FREEPORT (1979)
 KU4978
 KU4978                         *CURRENT SURVEY CONTROL
 KU4978  ___________________________________________________________________
 KU4978* NAD 83(1996)-  40 40 59.45292(N)    073 32 12.65104(W)     ADJUSTED  
 KU4978* NAVD 88     -        10.4    (meters)      34.     (feet)  VERTCON   
 KU4978  ___________________________________________________________________
 KU4978  X           -   1,372,665.116 (meters)                     COMP
 KU4978  Y           -  -4,645,007.340 (meters)                     COMP
 KU4978  Z           -   4,135,792.894 (meters)                     COMP
 KU4978  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KU4978  ELLIP HEIGHT-         -21.01  (meters)          (12/03/02) GPS OBS
 KU4978  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4978
 KU4978  HORZ ORDER  -  FIRST
 KU4978  ELLP ORDER  -  FOURTH    CLASS II
 KU4978
 KU4978.The horizontal coordinates were established by GPS observations
 KU4978.and adjusted by the National Geodetic Survey in January 1999..
 KU4978
 KU4978.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4978
 KU4978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4978
 KU4978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4978
 KU4978.The ellipsoidal height was determined by GPS observations
 KU4978.and is referenced to NAD 83.
 KU4978
 KU4978.The geoid height was determined by GEOID03.
 KU4978
 KU4978;                    North         East     Units Scale Factor Converg.
 KU4978;SPC NY L     -    57,460.221   339,153.194   MT  0.99999912   +0 18 10.6
 KU4978;SPC NY L     -   188,517.41  1,112,705.10   sFT  0.99999912   +0 18 10.6
 KU4978;UTM  18      - 4,504,617.409   623,642.742   MT  0.99978817   +0 57 14.1
 KU4978
 KU4978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4978!SPC NY L     -   1.00000330  x   0.99999912  =   1.00000242
 KU4978!UTM  18      -   1.00000330  x   0.99978817  =   0.99979147
 KU4978
 KU4978|---------------------------------------------------------------------|
 KU4978| PID    Reference Object                     Distance      Geod. Az  |
 KU4978|                                                           dddmmss.s |
 KU4978| KU4958 13E 09N                             178.801 METERS 03759     |
 KU4978|---------------------------------------------------------------------|
 KU4978
 KU4978                          SUPERSEDED SURVEY CONTROL
 KU4978
 KU4978  ELLIP H (01/11/99)  -21.01   (m)                       GP(       ) 4 1
 KU4978  NAD 83(1996)-  40 40 59.45606(N)    073 32 12.64982(W) AD(       ) 1
 KU4978  NAD 83(1992)-  40 40 59.45594(N)    073 32 12.64960(W) AD(       ) 1
 KU4978  NAD 83(1986)-  40 40 59.45651(N)    073 32 12.65055(W) AD(       ) 1
 KU4978  NGVD 29 (03/24/92)   10.8    (m)           35.     (f) GPS OBS        
 KU4978
 KU4978.Superseded values are not recommended for survey control.
 KU4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4978.See file dsdata.txt to determine how the superseded data were derived.
 KU4978
 KU4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2364304617(NAD 83)
 KU4978_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4978_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4978_STAMPING: 13E09NAZ
 KU4978_MARK LOGO: NYDPW 
 KU4978_PROJECTION: RECESSED 8 CENTIMETERS
 KU4978_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4978+STABILITY: POSITION/ELEVATION WELL
 KU4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4978+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4978_ROD/PIPE-DEPTH: 20.6 meters
 KU4978_SLEEVE-DEPTH  : 1.52 meters
 KU4978
 KU4978  HISTORY     - Date     Condition        Report By
 KU4978  HISTORY     - 1990     MONUMENTED       SBAS
 KU4978
 KU4978                          STATION DESCRIPTION
 KU4978
 KU4978'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4978'THE POINT IS LOCATED IN NORTH BELLMORE, TOWN OF HEMPSTEAD, 22 FEET
 KU4978'(6.7 M) SOUTH WEST OF THE CENTERLINE OF BRISTOL DRIVE AND 71 FEET
 KU4978'(21.6 M) SOUTH EAST OF THE CENTERLINE OF PAULA COURT,IN THE CONCRETE
 KU4978'SIDEWALK.
 KU4978'THE LOCATION TIES ARE 32.6 FEET (9.9 M) FROM THE NORTH WEST CORNER OF
 KU4978'HOUSE NUMBER 2518, 49.2 FEET (15.0 M) FROM THE CENTER OF THE SEWER
 KU4978'MANHOLE AND 40.5 FEET (12.3 M) FROM THE SOUTH EAST CORNER OF THE
 KU4978'CONCRETE DRIVEWAY APRON OF HOUSE NUMBER 2512.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4959 ***********************************************************************
 KU4959  DESIGNATION -  13E 10N
 KU4959  PID         -  KU4959
 KU4959  STATE/COUNTY-  NY/NASSAU
 KU4959  USGS QUAD   -  FREEPORT (1979)
 KU4959
 KU4959                         *CURRENT SURVEY CONTROL
 KU4959  ___________________________________________________________________
 KU4959* NAD 83(1996)-  40 42 09.67181(N)    073 32 20.68557(W)     ADJUSTED  
 KU4959* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 KU4959  ___________________________________________________________________
 KU4959  X           -   1,372,085.429 (meters)                     COMP
 KU4959  Y           -  -4,643,711.267 (meters)                     COMP
 KU4959  Z           -   4,137,439.525 (meters)                     COMP
 KU4959  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4959  ELLIP HEIGHT-         -14.37  (meters)          (12/03/02) GPS OBS
 KU4959  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4959
 KU4959  HORZ ORDER  -  FIRST
 KU4959  ELLP ORDER  -  FOURTH    CLASS II
 KU4959
 KU4959.The horizontal coordinates were established by GPS observations
 KU4959.and adjusted by the National Geodetic Survey in January 1999..
 KU4959
 KU4959.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4959
 KU4959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4959
 KU4959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4959
 KU4959.The ellipsoidal height was determined by GPS observations
 KU4959.and is referenced to NAD 83.
 KU4959
 KU4959.The geoid height was determined by GEOID03.
 KU4959
 KU4959;                    North         East     Units Scale Factor Converg.
 KU4959;SPC NY L     -    59,625.211   338,953.130   MT  0.99999819   +0 18 05.3
 KU4959;SPC NY L     -   195,620.38  1,112,048.73   sFT  0.99999819   +0 18 05.3
 KU4959;UTM  18      - 4,506,779.530   623,418.133   MT  0.99978749   +0 57 10.2
 KU4959
 KU4959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4959!SPC NY L     -   1.00000225  x   0.99999819  =   1.00000044
 KU4959!UTM  18      -   1.00000225  x   0.99978749  =   0.99978974
 KU4959
 KU4959|---------------------------------------------------------------------|
 KU4959| PID    Reference Object                     Distance      Geod. Az  |
 KU4959|                                                           dddmmss.s |
 KU4959| KU4979 13E 10N AZ                          189.949 METERS 35702     |
 KU4959|---------------------------------------------------------------------|
 KU4959
 KU4959                          SUPERSEDED SURVEY CONTROL
 KU4959
 KU4959  ELLIP H (01/11/99)  -14.37   (m)                       GP(       ) 4 1
 KU4959  NAD 83(1996)-  40 42 09.67489(N)    073 32 20.68433(W) AD(       ) 1
 KU4959  NAD 83(1992)-  40 42 09.67474(N)    073 32 20.68406(W) AD(       ) 1
 KU4959  NAD 83(1986)-  40 42 09.67546(N)    073 32 20.68520(W) AD(       ) 1
 KU4959  NGVD 29 (03/24/92)   17.3    (m)           57.     (f) GPS OBS        
 KU4959
 KU4959.Superseded values are not recommended for survey control.
 KU4959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4959.See file dsdata.txt to determine how the superseded data were derived.
 KU4959
 KU4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2341806780(NAD 83)
 KU4959_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4959_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4959_STAMPING: 13E10N
 KU4959_MARK LOGO: NYDPW 
 KU4959_PROJECTION: RECESSED 8 CENTIMETERS
 KU4959_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4959+STABILITY: POSITION/ELEVATION WELL
 KU4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4959+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4959_ROD/PIPE-DEPTH: 20.6 meters
 KU4959_SLEEVE-DEPTH  : 1.52 meters
 KU4959
 KU4959  HISTORY     - Date     Condition        Report By
 KU4959  HISTORY     - 1990     MONUMENTED       SBAS
 KU4959
 KU4959                          STATION DESCRIPTION
 KU4959
 KU4959'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4959'THE POINT IS LOCATED IN NORTH BELLMORE, TOWN OF HEMPSTEAD,ON THE
 KU4959'GROUNDS OF THE JACOB GUNTHER SCHOOL,ON THE EXTENDED CENTERLINE OF
 KU4959'LINSTEAD AVENUE AND 732 FEET (223.1 M) NORTH OF THE CENTERLINE OF
 KU4959'COLUMBUS AVENUE,IN THE ASPHALT WALK.
 KU4959'THE LOCATION TIES ARE 66.5 FEET (20.3 M) FROM THE WESTERLY CORNER OF
 KU4959'THE 6 FOOT (1.8 M) CHAIN LINK FENCE, 69.4 FEET (21.2 M) FROM THE
 KU4959'EASTERLY CORNER OF THE 6 FOOT (1.8 M) CHAIN LINK FENCE AND 103.0 FEET
 KU4959'(31.4 M) FROM THE SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4979 ***********************************************************************
 KU4979  DESIGNATION -  13E 10N AZ
 KU4979  PID         -  KU4979
 KU4979  STATE/COUNTY-  NY/NASSAU
 KU4979  USGS QUAD   -  FREEPORT (1979)
 KU4979
 KU4979                         *CURRENT SURVEY CONTROL
 KU4979  ___________________________________________________________________
 KU4979* NAD 83(1996)-  40 42 15.82136(N)    073 32 21.10546(W)     ADJUSTED  
 KU4979* NAVD 88     -        18.7    (meters)      61.     (feet)  VERTCON   
 KU4979  ___________________________________________________________________
 KU4979  X           -   1,372,041.283 (meters)                     COMP
 KU4979  Y           -  -4,643,596.644 (meters)                     COMP
 KU4979  Z           -   4,137,584.426 (meters)                     COMP
 KU4979  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4979  ELLIP HEIGHT-         -12.69  (meters)          (12/03/02) GPS OBS
 KU4979  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4979
 KU4979  HORZ ORDER  -  FIRST
 KU4979  ELLP ORDER  -  FOURTH    CLASS II
 KU4979
 KU4979.The horizontal coordinates were established by GPS observations
 KU4979.and adjusted by the National Geodetic Survey in January 1999..
 KU4979
 KU4979.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4979
 KU4979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4979
 KU4979.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4979
 KU4979.The ellipsoidal height was determined by GPS observations
 KU4979.and is referenced to NAD 83.
 KU4979
 KU4979.The geoid height was determined by GEOID03.
 KU4979
 KU4979;                    North         East     Units Scale Factor Converg.
 KU4979;SPC NY L     -    59,814.850   338,942.275   MT  0.99999812   +0 18 05.1
 KU4979;SPC NY L     -   196,242.55  1,112,013.11   sFT  0.99999812   +0 18 05.1
 KU4979;UTM  18      - 4,506,968.993   623,405.125   MT  0.99978745   +0 57 10.1
 KU4979
 KU4979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4979!SPC NY L     -   1.00000199  x   0.99999812  =   1.00000011
 KU4979!UTM  18      -   1.00000199  x   0.99978745  =   0.99978944
 KU4979
 KU4979|---------------------------------------------------------------------|
 KU4979| PID    Reference Object                     Distance      Geod. Az  |
 KU4979|                                                           dddmmss.s |
 KU4979| KU4959 13E 10N                             189.949 METERS 17702     |
 KU4979|---------------------------------------------------------------------|
 KU4979
 KU4979                          SUPERSEDED SURVEY CONTROL
 KU4979
 KU4979  ELLIP H (01/11/99)  -12.69   (m)                       GP(       ) 4 1
 KU4979  NAD 83(1996)-  40 42 15.82445(N)    073 32 21.10422(W) AD(       ) 1
 KU4979  NAD 83(1992)-  40 42 15.82430(N)    073 32 21.10395(W) AD(       ) 1
 KU4979  NAD 83(1986)-  40 42 15.82502(N)    073 32 21.10508(W) AD(       ) 1
 KU4979  NGVD 29 (03/24/92)   19.0    (m)           62.     (f) GPS OBS        
 KU4979
 KU4979.Superseded values are not recommended for survey control.
 KU4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4979.See file dsdata.txt to determine how the superseded data were derived.
 KU4979
 KU4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2340506969(NAD 83)
 KU4979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4979_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4979_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4979_STAMPING: 13E10NAZ
 KU4979_MARK LOGO: NYDPW 
 KU4979_PROJECTION: RECESSED 8 CENTIMETERS
 KU4979_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4979+STABILITY: POSITION/ELEVATION WELL
 KU4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4979+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4979_ROD/PIPE-DEPTH: 20.6 meters
 KU4979_SLEEVE-DEPTH  : 1.52 meters
 KU4979
 KU4979  HISTORY     - Date     Condition        Report By
 KU4979  HISTORY     - 1990     MONUMENTED       SBAS
 KU4979
 KU4979                          STATION DESCRIPTION
 KU4979
 KU4979'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4979'THE POINT IS LOCATED IN NORTH BELLMORE, TOWN OF HEMPSTEAD,ON THE
 KU4979'GROUNDS OF THE JACOB GUNTHER SCHOOL,43 FEET NORTH OF THE EXTENDED
 KU4979'CENTERLINE OF ASHLAND PLACE AND 501 FEET (152.7 M) EAST OF THE
 KU4979'CENTERLINE OF WILLARD STREET,IN THE ASPHALT PLAY AREA.
 KU4979'THE LOCATION TIES ARE 45.6 FEET (13.9 M) FROM THE NORTH WEST CORNER OF
 KU4979'JACOB GUNTHER SCHOOL, 76.1 FEET (23.2 M) FROM THE HYDRANT AND 51.1
 KU4979'FEET (15.6 M) FROM THE SOUTH POLE OF THE SWING SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4960 ***********************************************************************
 KU4960  DESIGNATION -  13E 11N
 KU4960  PID         -  KU4960
 KU4960  STATE/COUNTY-  NY/NASSAU
 KU4960  USGS QUAD   -  FREEPORT (1979)
 KU4960
 KU4960                         *CURRENT SURVEY CONTROL
 KU4960  ___________________________________________________________________
 KU4960* NAD 83(1996)-  40 43 01.81717(N)    073 32 06.39175(W)     ADJUSTED  
 KU4960* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 KU4960  ___________________________________________________________________
 KU4960  X           -   1,372,111.206 (meters)                     COMP
 KU4960  Y           -  -4,642,614.566 (meters)                     COMP
 KU4960  Z           -   4,138,662.843 (meters)                     COMP
 KU4960  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KU4960  ELLIP HEIGHT-          -8.19  (meters)          (12/03/02) GPS OBS
 KU4960  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4960
 KU4960  HORZ ORDER  -  FIRST
 KU4960  ELLP ORDER  -  FOURTH    CLASS II
 KU4960
 KU4960.The horizontal coordinates were established by GPS observations
 KU4960.and adjusted by the National Geodetic Survey in January 1999..
 KU4960
 KU4960.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4960
 KU4960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4960
 KU4960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4960
 KU4960.The ellipsoidal height was determined by GPS observations
 KU4960.and is referenced to NAD 83.
 KU4960
 KU4960.The geoid height was determined by GEOID03.
 KU4960
 KU4960;                    North         East     Units Scale Factor Converg.
 KU4960;SPC NY L     -    61,235.473   339,280.144   MT  0.99999758   +0 18 14.7
 KU4960;SPC NY L     -   200,903.38  1,113,121.61   sFT  0.99999758   +0 18 14.7
 KU4960;UTM  18      - 4,508,393.067   623,726.751   MT  0.99978842   +0 57 20.5
 KU4960
 KU4960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4960!SPC NY L     -   1.00000128  x   0.99999758  =   0.99999886
 KU4960!UTM  18      -   1.00000128  x   0.99978842  =   0.99978970
 KU4960
 KU4960|---------------------------------------------------------------------|
 KU4960| PID    Reference Object                     Distance      Geod. Az  |
 KU4960|                                                           dddmmss.s |
 KU4960| KU4980 13E 11N AZ                          240.840 METERS 32259     |
 KU4960|---------------------------------------------------------------------|
 KU4960
 KU4960                          SUPERSEDED SURVEY CONTROL
 KU4960
 KU4960  ELLIP H (01/11/99)   -8.19   (m)                       GP(       ) 4 1
 KU4960  NAD 83(1996)-  40 43 01.82026(N)    073 32 06.39054(W) AD(       ) 1
 KU4960  NAD 83(1992)-  40 43 01.82010(N)    073 32 06.39028(W) AD(       ) 1
 KU4960  NAD 83(1986)-  40 43 01.82083(N)    073 32 06.39139(W) AD(       ) 1
 KU4960  NGVD 29 (03/24/92)   23.5    (m)           77.     (f) GPS OBS        
 KU4960
 KU4960.Superseded values are not recommended for survey control.
 KU4960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4960.See file dsdata.txt to determine how the superseded data were derived.
 KU4960
 KU4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2372708393(NAD 83)
 KU4960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4960_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4960_STAMPING: 13E11N
 KU4960_MARK LOGO: NYDPW 
 KU4960_PROJECTION: RECESSED 8 CENTIMETERS
 KU4960_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4960+STABILITY: POSITION/ELEVATION WELL
 KU4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4960+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4960_ROD/PIPE-DEPTH: 20.6 meters
 KU4960_SLEEVE-DEPTH  : 1.52 meters
 KU4960
 KU4960  HISTORY     - Date     Condition        Report By
 KU4960  HISTORY     - 1990     MONUMENTED       SBAS
 KU4960
 KU4960                          STATION DESCRIPTION
 KU4960
 KU4960'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4960'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 20 FEET
 KU4960'(6.1 M) EAST OF THE CENTERLINE OF BELLMORE ROAD AND 8 FEET (2.4 M)
 KU4960'SOUTH OF THE EXTENDED CENTERLINE OF HILDA STREET,IN THE CONCRETE
 KU4960'SIDEWALK.
 KU4960'THE LOCATION TIES ARE 25.5 FEET (7.8 M) FROM THE CENTER OF THE DRAIN
 KU4960'MANHOLE, 51.7 FEET (15.8 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU4960'27.2 FEET (8.3 M) FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE
 KU4960'NUMBER 135.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4980 ***********************************************************************
 KU4980  DESIGNATION -  13E 11N AZ
 KU4980  PID         -  KU4980
 KU4980  STATE/COUNTY-  NY/NASSAU
 KU4980  USGS QUAD   -  FREEPORT (1979)
 KU4980
 KU4980                         *CURRENT SURVEY CONTROL
 KU4980  ___________________________________________________________________
 KU4980* NAD 83(1996)-  40 43 08.05064(N)    073 32 12.57074(W)     ADJUSTED  
 KU4980* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 KU4980  ___________________________________________________________________
 KU4980  X           -   1,371,936.746 (meters)                     COMP
 KU4980  Y           -  -4,642,535.937 (meters)                     COMP
 KU4980  Z           -   4,138,809.081 (meters)                     COMP
 KU4980  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KU4980  ELLIP HEIGHT-          -7.42  (meters)          (12/03/02) GPS OBS
 KU4980  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4980
 KU4980  HORZ ORDER  -  FIRST
 KU4980  ELLP ORDER  -  FOURTH    CLASS II
 KU4980
 KU4980.The horizontal coordinates were established by GPS observations
 KU4980.and adjusted by the National Geodetic Survey in January 1999..
 KU4980
 KU4980.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4980
 KU4980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4980
 KU4980.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4980
 KU4980.The ellipsoidal height was determined by GPS observations
 KU4980.and is referenced to NAD 83.
 KU4980
 KU4980.The geoid height was determined by GEOID03.
 KU4980
 KU4980;                    North         East     Units Scale Factor Converg.
 KU4980;SPC NY L     -    61,426.984   339,134.105   MT  0.99999751   +0 18 10.6
 KU4980;SPC NY L     -   201,531.70  1,112,642.48   sFT  0.99999751   +0 18 10.6
 KU4980;UTM  18      - 4,508,582.865   623,578.576   MT  0.99978797   +0 57 16.6
 KU4980
 KU4980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4980!SPC NY L     -   1.00000116  x   0.99999751  =   0.99999867
 KU4980!UTM  18      -   1.00000116  x   0.99978797  =   0.99978913
 KU4980
 KU4980|---------------------------------------------------------------------|
 KU4980| PID    Reference Object                     Distance      Geod. Az  |
 KU4980|                                                           dddmmss.s |
 KU4980| KU4960 13E 11N                             240.840 METERS 14259     |
 KU4980|---------------------------------------------------------------------|
 KU4980
 KU4980                          SUPERSEDED SURVEY CONTROL
 KU4980
 KU4980  ELLIP H (01/11/99)   -7.41   (m)                       GP(       ) 4 1
 KU4980  NAD 83(1996)-  40 43 08.05372(N)    073 32 12.56954(W) AD(       ) 1
 KU4980  NAD 83(1992)-  40 43 08.05357(N)    073 32 12.56929(W) AD(       ) 1
 KU4980  NAD 83(1986)-  40 43 08.05429(N)    073 32 12.57038(W) AD(       ) 1
 KU4980  NGVD 29 (03/24/92)   24.2    (m)           79.     (f) GPS OBS        
 KU4980
 KU4980.Superseded values are not recommended for survey control.
 KU4980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4980.See file dsdata.txt to determine how the superseded data were derived.
 KU4980
 KU4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2357908583(NAD 83)
 KU4980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4980_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4980_STAMPING: 13E11NAZ
 KU4980_MARK LOGO: NYDPW 
 KU4980_PROJECTION: RECESSED 8 CENTIMETERS
 KU4980_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4980+STABILITY: POSITION/ELEVATION WELL
 KU4980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4980+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4980_ROD/PIPE-DEPTH: 20.6 meters
 KU4980_SLEEVE-DEPTH  : 1.52 meters
 KU4980
 KU4980  HISTORY     - Date     Condition        Report By
 KU4980  HISTORY     - 1990     MONUMENTED       SBAS
 KU4980
 KU4980                          STATION DESCRIPTION
 KU4980
 KU4980'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4980'THE POINT IS LOCATED IN EAST MEADOW, TOWN OF HEMPSTEAD, 22 FEET
 KU4980'(6.7 M) EAST OF THE CENTERLINE OF BELLMORE ROAD AND 29 FEET (8.8 M)
 KU4980'NORTH OF THE CENTERLINE OF SHEILA COURT,IN THE CONCRETE SIDEWALK.
 KU4980'THE LOCATION TIES ARE 40.3 FEET (12.3 M) FROM THE SOUTH WEST CORNER OF
 KU4980'HOUSE NUMBER 2701, 15.9 FEET (4.8 M) FROM THE CENTER OF THE NORTHERLY
 KU4980'DRAIN MANHOLE AND 13.5 FEET (4.1 M) FROM THE CENTER OF THE WESTERLY
 KU4980'DRAIN MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4961 ***********************************************************************
 KU4961  DESIGNATION -  13E 12N
 KU4961  PID         -  KU4961
 KU4961  STATE/COUNTY-  NY/NASSAU
 KU4961  USGS QUAD   -  FREEPORT (1979)
 KU4961
 KU4961                         *CURRENT SURVEY CONTROL
 KU4961  ___________________________________________________________________
 KU4961* NAD 83(1996)-  40 43 44.64217(N)    073 32 01.35471(W)     ADJUSTED  
 KU4961* NAVD 88     -        26.1    (meters)      86.     (feet)  VERTCON   
 KU4961  ___________________________________________________________________
 KU4961  X           -   1,371,980.953 (meters)                     COMP
 KU4961  Y           -  -4,641,756.807 (meters)                     COMP
 KU4961  Z           -   4,139,666.010 (meters)                     COMP
 KU4961  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KU4961  ELLIP HEIGHT-          -5.11  (meters)          (12/03/02) GPS OBS
 KU4961  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4961
 KU4961  HORZ ORDER  -  FIRST
 KU4961  ELLP ORDER  -  FOURTH    CLASS II
 KU4961
 KU4961.The horizontal coordinates were established by GPS observations
 KU4961.and adjusted by the National Geodetic Survey in January 1999..
 KU4961
 KU4961.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4961
 KU4961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4961
 KU4961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4961
 KU4961.The ellipsoidal height was determined by GPS observations
 KU4961.and is referenced to NAD 83.
 KU4961
 KU4961.The geoid height was determined by GEOID03.
 KU4961
 KU4961;                    North         East     Units Scale Factor Converg.
 KU4961;SPC NY L     -    62,557.095   339,391.332   MT  0.99999712   +0 18 18.0
 KU4961;SPC NY L     -   205,239.40  1,113,486.40   sFT  0.99999712   +0 18 18.0
 KU4961;UTM  18      - 4,509,715.592   623,822.879   MT  0.99978872   +0 57 24.7
 KU4961
 KU4961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4961!SPC NY L     -   1.00000080  x   0.99999712  =   0.99999792
 KU4961!UTM  18      -   1.00000080  x   0.99978872  =   0.99978952
 KU4961
 KU4961|---------------------------------------------------------------------|
 KU4961| PID    Reference Object                     Distance      Geod. Az  |
 KU4961|                                                           dddmmss.s |
 KU4961| KU4981 13E 12N AZ                          125.578 METERS 32807     |
 KU4961|---------------------------------------------------------------------|
 KU4961
 KU4961                          SUPERSEDED SURVEY CONTROL
 KU4961
 KU4961  ELLIP H (01/11/99)   -5.11   (m)                       GP(       ) 4 1
 KU4961  NAD 83(1996)-  40 43 44.64525(N)    073 32 01.35350(W) AD(       ) 1
 KU4961  NAD 83(1992)-  40 43 44.64510(N)    073 32 01.35324(W) AD(       ) 1
 KU4961  NAD 83(1986)-  40 43 44.64589(N)    073 32 01.35440(W) AD(       ) 1
 KU4961  NGVD 29 (03/24/92)   26.5    (m)           87.     (f) GPS OBS        
 KU4961
 KU4961.Superseded values are not recommended for survey control.
 KU4961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4961.See file dsdata.txt to determine how the superseded data were derived.
 KU4961
 KU4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2382309716(NAD 83)
 KU4961_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4961_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4961_STAMPING: 13E12N
 KU4961_MARK LOGO: NYDPW 
 KU4961_PROJECTION: RECESSED 8 CENTIMETERS
 KU4961_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4961+STABILITY: POSITION/ELEVATION WELL
 KU4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4961+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4961_ROD/PIPE-DEPTH: 20.6 meters
 KU4961_SLEEVE-DEPTH  : 1.52 meters
 KU4961
 KU4961  HISTORY     - Date     Condition        Report By
 KU4961  HISTORY     - 1990     MONUMENTED       SBAS
 KU4961
 KU4961                          STATION DESCRIPTION
 KU4961
 KU4961'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4961'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, 88 FEET
 KU4961'(26.8 M) EAST OF THE CENTERLINE OF WOLCOTT ROAD AND 100 FEET
 KU4961'(30.5 M) NORTH OF THE CENTERLINE OF PARKSIDE DRIVE,IN THE GRASS SOUTH
 KU4961'OF THE BASKETBALL COURT.
 KU4961'THE LOCATION TIES ARE 25.9 FEET (7.9 M) FROM THE CENTER OF THE
 KU4961'BASKETBALL BACKSTOP POST, 47.7 FEET (14.5 M) FROM THE SOUTH WEST
 KU4961'CORNER OF THE BUILDING AND 80.5 FEET (24.5 M) FROM THE CENTER OF THE
 KU4961'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4981 ***********************************************************************
 KU4981  DESIGNATION -  13E 12N AZ
 KU4981  PID         -  KU4981
 KU4981  STATE/COUNTY-  NY/NASSAU
 KU4981  USGS QUAD   -  FREEPORT (1979)
 KU4981
 KU4981                         *CURRENT SURVEY CONTROL
 KU4981  ___________________________________________________________________
 KU4981* NAD 83(1996)-  40 43 48.09870(N)    073 32 04.18191(W)     ADJUSTED  
 KU4981* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 KU4981  ___________________________________________________________________
 KU4981  X           -   1,371,897.540 (meters)                     COMP
 KU4981  Y           -  -4,641,708.655 (meters)                     COMP
 KU4981  Z           -   4,139,746.594 (meters)                     COMP
 KU4981  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KU4981  ELLIP HEIGHT-          -5.44  (meters)          (12/03/02) GPS OBS
 KU4981  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4981
 KU4981  HORZ ORDER  -  FIRST
 KU4981  ELLP ORDER  -  FOURTH    CLASS II
 KU4981
 KU4981.The horizontal coordinates were established by GPS observations
 KU4981.and adjusted by the National Geodetic Survey in January 1999..
 KU4981
 KU4981.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4981
 KU4981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4981
 KU4981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4981
 KU4981.The ellipsoidal height was determined by GPS observations
 KU4981.and is referenced to NAD 83.
 KU4981
 KU4981.The geoid height was determined by GEOID03.
 KU4981
 KU4981;                    North         East     Units Scale Factor Converg.
 KU4981;SPC NY L     -    62,663.363   339,324.422   MT  0.99999709   +0 18 16.1
 KU4981;SPC NY L     -   205,588.05  1,113,266.87   sFT  0.99999709   +0 18 16.1
 KU4981;UTM  18      - 4,509,821.070   623,754.779   MT  0.99978851   +0 57 22.9
 KU4981
 KU4981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4981!SPC NY L     -   1.00000085  x   0.99999709  =   0.99999794
 KU4981!UTM  18      -   1.00000085  x   0.99978851  =   0.99978936
 KU4981
 KU4981|---------------------------------------------------------------------|
 KU4981| PID    Reference Object                     Distance      Geod. Az  |
 KU4981|                                                           dddmmss.s |
 KU4981| KU4961 13E 12N                             125.578 METERS 14807     |
 KU4981|---------------------------------------------------------------------|
 KU4981
 KU4981                          SUPERSEDED SURVEY CONTROL
 KU4981
 KU4981  ELLIP H (01/11/99)   -5.44   (m)                       GP(       ) 4 1
 KU4981  NAD 83(1996)-  40 43 48.10178(N)    073 32 04.18071(W) AD(       ) 1
 KU4981  NAD 83(1992)-  40 43 48.10163(N)    073 32 04.18045(W) AD(       ) 1
 KU4981  NAD 83(1986)-  40 43 48.10243(N)    073 32 04.18157(W) AD(       ) 1
 KU4981  NGVD 29 (03/24/92)   26.2    (m)           86.     (f) GPS OBS        
 KU4981
 KU4981.Superseded values are not recommended for survey control.
 KU4981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4981.See file dsdata.txt to determine how the superseded data were derived.
 KU4981
 KU4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2375509821(NAD 83)
 KU4981_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4981_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4981_STAMPING: 13E12NAZ
 KU4981_MARK LOGO: NYDPW 
 KU4981_PROJECTION: RECESSED 8 CENTIMETERS
 KU4981_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4981+STABILITY: POSITION/ELEVATION WELL
 KU4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4981+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4981_ROD/PIPE-DEPTH: 20.6 meters
 KU4981_SLEEVE-DEPTH  : 1.52 meters
 KU4981
 KU4981  HISTORY     - Date     Condition        Report By
 KU4981  HISTORY     - 1990     MONUMENTED       SBAS
 KU4981
 KU4981                          STATION DESCRIPTION
 KU4981
 KU4981'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4981'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, 19 FEET (5.8 M)
 KU4981'WEST OF THE CENTERLINE OF WOLCOTT ROAD AND 269 FEET (82.0 M) SOUTH OF
 KU4981'THE CENTERLINE OF NORTH PARKSIDE DRIVE,IN THE GRASS AREA BETWEEN THE
 KU4981'CURB AND THE SIDEWALK.
 KU4981'THE LOCATION TIES ARE 25.2 FEET (7.7 M) FROM THE HYDRANT, 30.6 FEET
 KU4981'(9.3 M) FROM THE DROP INLET AND 5.6 FEET (1.7 M) FROM THE CATCH BASIN
 KU4981'MANHOLE CASTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4962 ***********************************************************************
 KU4962  DESIGNATION -  13E 13N
 KU4962  PID         -  KU4962
 KU4962  STATE/COUNTY-  NY/NASSAU
 KU4962  USGS QUAD   -  FREEPORT (1979)
 KU4962
 KU4962                         *CURRENT SURVEY CONTROL
 KU4962  ___________________________________________________________________
 KU4962* NAD 83(1996)-  40 44 25.57041(N)    073 31 49.36757(W)     ADJUSTED  
 KU4962* NAVD 88     -        32.6    (meters)     107.     (feet)  VERTCON   
 KU4962  ___________________________________________________________________
 KU4962  X           -   1,372,018.538 (meters)                     COMP
 KU4962  Y           -  -4,640,891.747 (meters)                     COMP
 KU4962  Z           -   4,140,626.916 (meters)                     COMP
 KU4962  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 KU4962  ELLIP HEIGHT-           1.41  (meters)          (12/03/02) GPS OBS
 KU4962  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4962
 KU4962  HORZ ORDER  -  FIRST
 KU4962  ELLP ORDER  -  FOURTH    CLASS II
 KU4962
 KU4962.The horizontal coordinates were established by GPS observations
 KU4962.and adjusted by the National Geodetic Survey in January 1999..
 KU4962
 KU4962.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4962
 KU4962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4962
 KU4962.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4962
 KU4962.The ellipsoidal height was determined by GPS observations
 KU4962.and is referenced to NAD 83.
 KU4962
 KU4962.The geoid height was determined by GEOID03.
 KU4962
 KU4962;                    North         East     Units Scale Factor Converg.
 KU4962;SPC NY L     -    63,821.084   339,665.853   MT  0.99999672   +0 18 25.8
 KU4962;SPC NY L     -   209,386.34  1,114,387.05   sFT  0.99999672   +0 18 25.8
 KU4962;UTM  18      - 4,510,982.360   624,082.945   MT  0.99978951   +0 57 33.3
 KU4962
 KU4962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4962!SPC NY L     -   0.99999978  x   0.99999672  =   0.99999650
 KU4962!UTM  18      -   0.99999978  x   0.99978951  =   0.99978929
 KU4962
 KU4962|---------------------------------------------------------------------|
 KU4962| PID    Reference Object                     Distance      Geod. Az  |
 KU4962|                                                           dddmmss.s |
 KU4962| KU4982 13E 13N AZ                          123.895 METERS 13924     |
 KU4962|---------------------------------------------------------------------|
 KU4962
 KU4962                          SUPERSEDED SURVEY CONTROL
 KU4962
 KU4962  ELLIP H (01/11/99)    1.41   (m)                       GP(       ) 4 1
 KU4962  NAD 83(1996)-  40 44 25.57349(N)    073 31 49.36639(W) AD(       ) 1
 KU4962  NAD 83(1992)-  40 44 25.57334(N)    073 31 49.36612(W) AD(       ) 1
 KU4962  NAD 83(1986)-  40 44 25.57409(N)    073 31 49.36728(W) AD(       ) 1
 KU4962  NGVD 29 (03/24/92)   33.0    (m)          108.     (f) GPS OBS        
 KU4962
 KU4962.Superseded values are not recommended for survey control.
 KU4962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4962.See file dsdata.txt to determine how the superseded data were derived.
 KU4962
 KU4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2408310982(NAD 83)
 KU4962_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4962_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4962_STAMPING: 13E13N
 KU4962_MARK LOGO: NYDPW 
 KU4962_PROJECTION: RECESSED 8 CENTIMETERS
 KU4962_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4962+STABILITY: POSITION/ELEVATION WELL
 KU4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4962+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1990
 KU4962_ROD/PIPE-DEPTH: 17.0 meters
 KU4962_SLEEVE-DEPTH  : 1.52 meters
 KU4962
 KU4962  HISTORY     - Date     Condition        Report By
 KU4962  HISTORY     - 1989     MONUMENTED       SBAS
 KU4962  HISTORY     - 19901126 GOOD
 KU4962
 KU4962                          STATION DESCRIPTION
 KU4962
 KU4962'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4962'THE POINT IS LOCATED IN LEVITTOWN,TOWN OF HEMPSTEAD,IN RED WING
 KU4962'PARK,451 FEET NORTH OF THE CENTERLINE OF RED WING LANE AND 225 FEET
 KU4962'(68.6 M) EAST OF THE CENTERLINE OF CHICKADEE LANE,IN THE GRASS SOUTH
 KU4962'OF THE PAVED PARKING AREA.
 KU4962'THE LOCATION TIES ARE 99.5 FEET (30.3 M) FROM THE SOUTH WEST CORNER OF
 KU4962'THE BLOCK BUILDING, 57.4 FEET (17.5 M) FROM THE SOUTH EAST CORNER OF
 KU4962'THE CURB AND 57.2 FEET (17.4 M) FROM THE SOUTH WEST CORNER OF THE
 KU4962'CURB.
 KU4962
 KU4962                          STATION RECOVERY (1990)
 KU4962
 KU4962'RECOVERED 1990
 KU4962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4982 ***********************************************************************
 KU4982  DESIGNATION -  13E 13N AZ
 KU4982  PID         -  KU4982
 KU4982  STATE/COUNTY-  NY/NASSAU
 KU4982  USGS QUAD   -  FREEPORT (1979)
 KU4982
 KU4982                         *CURRENT SURVEY CONTROL
 KU4982  ___________________________________________________________________
 KU4982* NAD 83(1996)-  40 44 22.52105(N)    073 31 45.93080(W)     ADJUSTED  
 KU4982* NAVD 88     -        32.0    (meters)     105.     (feet)  VERTCON   
 KU4982  ___________________________________________________________________
 KU4982  X           -   1,372,113.134 (meters)                     COMP
 KU4982  Y           -  -4,640,927.297 (meters)                     COMP
 KU4982  Z           -   4,140,555.235 (meters)                     COMP
 KU4982  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 KU4982  ELLIP HEIGHT-           0.78  (meters)          (12/03/02) GPS OBS
 KU4982  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU4982
 KU4982  HORZ ORDER  -  FIRST
 KU4982  ELLP ORDER  -  FOURTH    CLASS II
 KU4982
 KU4982.The horizontal coordinates were established by GPS observations
 KU4982.and adjusted by the National Geodetic Survey in January 1999..
 KU4982
 KU4982.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4982
 KU4982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4982
 KU4982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4982
 KU4982.The ellipsoidal height was determined by GPS observations
 KU4982.and is referenced to NAD 83.
 KU4982
 KU4982.The geoid height was determined by GEOID03.
 KU4982
 KU4982;                    North         East     Units Scale Factor Converg.
 KU4982;SPC NY L     -    63,727.455   339,746.991   MT  0.99999675   +0 18 28.1
 KU4982;SPC NY L     -   209,079.16  1,114,653.25   sFT  0.99999675   +0 18 28.1
 KU4982;UTM  18      - 4,510,889.679   624,165.127   MT  0.99978976   +0 57 35.5
 KU4982
 KU4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4982!SPC NY L     -   0.99999988  x   0.99999675  =   0.99999663
 KU4982!UTM  18      -   0.99999988  x   0.99978976  =   0.99978964
 KU4982
 KU4982|---------------------------------------------------------------------|
 KU4982| PID    Reference Object                     Distance      Geod. Az  |
 KU4982|                                                           dddmmss.s |
 KU4982| KU4962 13E 13N                             123.895 METERS 31924     |
 KU4982|---------------------------------------------------------------------|
 KU4982
 KU4982                          SUPERSEDED SURVEY CONTROL
 KU4982
 KU4982  ELLIP H (01/11/99)    0.78   (m)                       GP(       ) 4 1
 KU4982  NAD 83(1996)-  40 44 22.52412(N)    073 31 45.92962(W) AD(       ) 1
 KU4982  NAD 83(1992)-  40 44 22.52398(N)    073 31 45.92935(W) AD(       ) 1
 KU4982  NAD 83(1986)-  40 44 22.52472(N)    073 31 45.93051(W) AD(       ) 1
 KU4982  NGVD 29 (03/24/92)   32.4    (m)          106.     (f) GPS OBS        
 KU4982
 KU4982.Superseded values are not recommended for survey control.
 KU4982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4982.See file dsdata.txt to determine how the superseded data were derived.
 KU4982
 KU4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2416510890(NAD 83)
 KU4982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4982_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4982_STAMPING: 13E13NAZ
 KU4982_MARK LOGO: NYDPW 
 KU4982_PROJECTION: RECESSED 8 CENTIMETERS
 KU4982_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4982+STABILITY: POSITION/ELEVATION WELL
 KU4982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4982+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990
 KU4982_ROD/PIPE-DEPTH: 20.6 meters
 KU4982_SLEEVE-DEPTH  : 1.52 meters
 KU4982
 KU4982  HISTORY     - Date     Condition        Report By
 KU4982  HISTORY     - 1989     MONUMENTED       SBAS
 KU4982  HISTORY     - 19901102 GOOD
 KU4982
 KU4982                          STATION DESCRIPTION
 KU4982
 KU4982'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4982'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD,IN RED WING
 KU4982'PARK,152 FEET NORTH OF THE CENTERLINE OF RED WING LANE AND 253 FEET
 KU4982'(77.1 M) WEST OF THE CENTERLINE OF KINGFISHER ROAD,IN THE GRASS SOUTH
 KU4982'OF THE SOCCOR GOAL POSTS.
 KU4982'THE LOCATION TIES ARE 45.4 FEET (13.8 M) FROM THE END OF THE CHAIN
 KU4982'LINK FENCE AT THE BASEBALL FIELD, 45.4 FEET (13.8 M) FROM THE
 KU4982'WESTERLY SOCCER FIELD GOAL POST AND 44.2 FEET (13.5 M) FROM THE
 KU4982'EASTERLY SOCCER FIELD GOAL POST.
 KU4982
 KU4982                          STATION RECOVERY (1990)
 KU4982
 KU4982'RECOVERED 1990
 KU4982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4963 ***********************************************************************
 KU4963  DESIGNATION -  13E 14N
 KU4963  PID         -  KU4963
 KU4963  STATE/COUNTY-  NY/NASSAU
 KU4963  USGS QUAD   -  HICKSVILLE (1979)
 KU4963
 KU4963                         *CURRENT SURVEY CONTROL
 KU4963  ___________________________________________________________________
 KU4963* NAD 83(1996)-  40 45 25.32244(N)    073 32 13.95178(W)     ADJUSTED  
 KU4963* NAVD 88     -        38.1    (meters)     125.     (feet)  VERTCON   
 KU4963  ___________________________________________________________________
 KU4963  X           -   1,371,125.610 (meters)                     COMP
 KU4963  Y           -  -4,639,905.415 (meters)                     COMP
 KU4963  Z           -   4,142,026.828 (meters)                     COMP
 KU4963  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4963  ELLIP HEIGHT-           6.87  (meters)          (12/03/02) GPS OBS
 KU4963  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4963
 KU4963  HORZ ORDER  -  FIRST
 KU4963  ELLP ORDER  -  FOURTH    CLASS II
 KU4963
 KU4963.The horizontal coordinates were established by GPS observations
 KU4963.and adjusted by the National Geodetic Survey in January 1999..
 KU4963
 KU4963.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4963
 KU4963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4963
 KU4963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4963
 KU4963.The ellipsoidal height was determined by GPS observations
 KU4963.and is referenced to NAD 83.
 KU4963
 KU4963.The geoid height was determined by GEOID03.
 KU4963
 KU4963;                    North         East     Units Scale Factor Converg.
 KU4963;SPC NY L     -    65,661.150   339,079.322   MT  0.99999621   +0 18 09.7
 KU4963;SPC NY L     -   215,423.29  1,112,462.74   sFT  0.99999621   +0 18 09.7
 KU4963;UTM  18      - 4,512,815.249   623,475.633   MT  0.99978766   +0 57 18.4
 KU4963
 KU4963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4963!SPC NY L     -   0.99999892  x   0.99999621  =   0.99999513
 KU4963!UTM  18      -   0.99999892  x   0.99978766  =   0.99978658
 KU4963
 KU4963|---------------------------------------------------------------------|
 KU4963| PID    Reference Object                     Distance      Geod. Az  |
 KU4963|                                                           dddmmss.s |
 KU4963| KU4983 13E 14N AZ                          114.269 METERS 24409     |
 KU4963|---------------------------------------------------------------------|
 KU4963
 KU4963                          SUPERSEDED SURVEY CONTROL
 KU4963
 KU4963  ELLIP H (01/11/99)    6.88   (m)                       GP(       ) 4 1
 KU4963  NAD 83(1996)-  40 45 25.32543(N)    073 32 13.95066(W) AD(       ) 1
 KU4963  NAD 83(1992)-  40 45 25.32528(N)    073 32 13.95037(W) AD(       ) 1
 KU4963  NAD 83(1986)-  40 45 25.32599(N)    073 32 13.95161(W) AD(       ) 1
 KU4963  NGVD 29 (03/24/92)   38.4    (m)          126.     (f) GPS OBS        
 KU4963
 KU4963.Superseded values are not recommended for survey control.
 KU4963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4963.See file dsdata.txt to determine how the superseded data were derived.
 KU4963
 KU4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2347612815(NAD 83)
 KU4963_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4963_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4963_STAMPING: 13E14N
 KU4963_MARK LOGO: NYDPW 
 KU4963_PROJECTION: RECESSED 8 CENTIMETERS
 KU4963_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4963+STABILITY: POSITION/ELEVATION WELL
 KU4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4963+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4963_ROD/PIPE-DEPTH: 20.6 meters
 KU4963_SLEEVE-DEPTH  : 1.52 meters
 KU4963
 KU4963  HISTORY     - Date     Condition        Report By
 KU4963  HISTORY     - 1990     MONUMENTED       SBAS
 KU4963
 KU4963                          STATION DESCRIPTION
 KU4963
 KU4963'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4963'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 19 FEET
 KU4963'(5.8 M) SOUTH OF THE CENTERLINE OF BERNARD LANE AND 170 FEET
 KU4963'(51.8 M) WEST OF THE CENTERLINE OF CLARISSA DRIVE,IN THE CONCRETE
 KU4963'SIDEWALK.
 KU4963'THE LOCATION TIES ARE 58.6 FEET (17.9 M) FROM THE 10 INCH SINGLE TREE,
 KU4963'89.2 FEET (27.2 M) FROM THE END OF THE 4 FOOT (1.2 M) CHAIN LINK
 KU4963'FENCE ON THE NORTH SIDE OF BERNARD STREET AND 59.0 FEET (18.0 M) FROM
 KU4963'THE END OF THE 6 FOOT (1.8 M) CHAIN LINK FENCE ON THE SOUTH SIDE OF
 KU4963'BERNARD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4983 ***********************************************************************
 KU4983  DESIGNATION -  13E 14N AZ
 KU4983  PID         -  KU4983
 KU4983  STATE/COUNTY-  NY/NASSAU
 KU4983  USGS QUAD   -  HICKSVILLE (1979)
 KU4983
 KU4983                         *CURRENT SURVEY CONTROL
 KU4983  ___________________________________________________________________
 KU4983* NAD 83(1996)-  40 45 23.70765(N)    073 32 18.33610(W)     ADJUSTED  
 KU4983* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 KU4983  ___________________________________________________________________
 KU4983  X           -   1,371,036.167 (meters)                     COMP
 KU4983  Y           -  -4,639,965.636 (meters)                     COMP
 KU4983  Z           -   4,141,988.998 (meters)                     COMP
 KU4983  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KU4983  ELLIP HEIGHT-           6.72  (meters)          (12/03/02) GPS OBS
 KU4983  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU4983
 KU4983  HORZ ORDER  -  FIRST
 KU4983  ELLP ORDER  -  FOURTH    CLASS II
 KU4983
 KU4983.The horizontal coordinates were established by GPS observations
 KU4983.and adjusted by the National Geodetic Survey in January 1999..
 KU4983
 KU4983.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4983
 KU4983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4983
 KU4983.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4983
 KU4983.The ellipsoidal height was determined by GPS observations
 KU4983.and is referenced to NAD 83.
 KU4983
 KU4983.The geoid height was determined by GEOID03.
 KU4983
 KU4983;                    North         East     Units Scale Factor Converg.
 KU4983;SPC NY L     -    65,610.797   338,976.746   MT  0.99999623   +0 18 06.9
 KU4983;SPC NY L     -   215,258.09  1,112,126.21   sFT  0.99999623   +0 18 06.9
 KU4983;UTM  18      - 4,512,763.742   623,373.658   MT  0.99978735   +0 57 15.5
 KU4983
 KU4983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4983!SPC NY L     -   0.99999895  x   0.99999623  =   0.99999518
 KU4983!UTM  18      -   0.99999895  x   0.99978735  =   0.99978630
 KU4983
 KU4983|---------------------------------------------------------------------|
 KU4983| PID    Reference Object                     Distance      Geod. Az  |
 KU4983|                                                           dddmmss.s |
 KU4983| KU4963 13E 14N                             114.269 METERS 06409     |
 KU4983|---------------------------------------------------------------------|
 KU4983
 KU4983                          SUPERSEDED SURVEY CONTROL
 KU4983
 KU4983  ELLIP H (01/11/99)    6.72   (m)                       GP(       ) 4 1
 KU4983  NAD 83(1996)-  40 45 23.71065(N)    073 32 18.33498(W) AD(       ) 1
 KU4983  NAD 83(1992)-  40 45 23.71049(N)    073 32 18.33469(W) AD(       ) 1
 KU4983  NAD 83(1986)-  40 45 23.71125(N)    073 32 18.33602(W) AD(       ) 1
 KU4983  NGVD 29 (03/24/92)   38.3    (m)          126.     (f) GPS OBS        
 KU4983
 KU4983.Superseded values are not recommended for survey control.
 KU4983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4983.See file dsdata.txt to determine how the superseded data were derived.
 KU4983
 KU4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2337412764(NAD 83)
 KU4983_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4983_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4983_STAMPING: 13E14NAZ
 KU4983_MARK LOGO: NYDPW 
 KU4983_PROJECTION: RECESSED 8 CENTIMETERS
 KU4983_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4983+STABILITY: POSITION/ELEVATION WELL
 KU4983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4983+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU4983_ROD/PIPE-DEPTH: 3.64 meters
 KU4983_SLEEVE-DEPTH  : 1.52 meters
 KU4983
 KU4983  HISTORY     - Date     Condition        Report By
 KU4983  HISTORY     - 1990     MONUMENTED       SBAS
 KU4983
 KU4983                          STATION DESCRIPTION
 KU4983
 KU4983'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4983'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY,ON THE GROUNDS
 KU4983'OF THE OLD COUNTRY ROAD SCHOOL,123 FEET NORTH OF THE CENTERLINE OF
 KU4983'BLUEBERRY ROAD AND 260 FEET (79.2 M) WEST OF THE EXTENDED CENTERLINE
 KU4983'OF BOXWOOD LANE,IN THE CONCRETE SIDEWALK.
 KU4983'THE LOCATION TIES ARE 59.3 FEET (18.1 M) FROM THE SOUTH FOOT OF THE
 KU4983'BENCH, 21.0 FEET (6.4 M) FROM THE NORTH SOCCER GOAL POST AND 36.5
 KU4983'FEET (11.1 M) FROM THE SOUTH SOCCER GOAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4964 ***********************************************************************
 KU4964  DESIGNATION -  13E 15N
 KU4964  PID         -  KU4964
 KU4964  STATE/COUNTY-  NY/NASSAU
 KU4964  USGS QUAD   -  HICKSVILLE (1979)
 KU4964
 KU4964                         *CURRENT SURVEY CONTROL
 KU4964  ___________________________________________________________________
 KU4964* NAD 83(1996)-  40 46 26.54251(N)    073 32 06.08448(W)     ADJUSTED  
 KU4964* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 KU4964  ___________________________________________________________________
 KU4964  X           -   1,370,954.563 (meters)                     COMP
 KU4964  Y           -  -4,638,675.578 (meters)                     COMP
 KU4964  Z           -   4,143,461.618 (meters)                     COMP
 KU4964  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KU4964  ELLIP HEIGHT-          13.75  (meters)          (12/03/02) GPS OBS
 KU4964  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4964
 KU4964  HORZ ORDER  -  FIRST
 KU4964  ELLP ORDER  -  FOURTH    CLASS II
 KU4964
 KU4964.The horizontal coordinates were established by GPS observations
 KU4964.and adjusted by the National Geodetic Survey in January 1999..
 KU4964
 KU4964.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4964
 KU4964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4964
 KU4964.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4964
 KU4964.The ellipsoidal height was determined by GPS observations
 KU4964.and is referenced to NAD 83.
 KU4964
 KU4964.The geoid height was determined by GEOID03.
 KU4964
 KU4964;                    North         East     Units Scale Factor Converg.
 KU4964;SPC NY L     -    67,550.552   339,253.834   MT  0.99999578   +0 18 14.9
 KU4964;SPC NY L     -   221,622.10  1,113,035.29   sFT  0.99999578   +0 18 14.9
 KU4964;UTM  18      - 4,514,706.122   623,628.583   MT  0.99978812   +0 57 24.7
 KU4964
 KU4964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4964!SPC NY L     -   0.99999784  x   0.99999578  =   0.99999362
 KU4964!UTM  18      -   0.99999784  x   0.99978812  =   0.99978596
 KU4964
 KU4964|---------------------------------------------------------------------|
 KU4964| PID    Reference Object                     Distance      Geod. Az  |
 KU4964|                                                           dddmmss.s |
 KU4964| KU4984 13E 15N AZ                          228.668 METERS 26049     |
 KU4964|---------------------------------------------------------------------|
 KU4964
 KU4964                          SUPERSEDED SURVEY CONTROL
 KU4964
 KU4964  ELLIP H (01/11/99)   13.76   (m)                       GP(       ) 4 1
 KU4964  NAD 83(1996)-  40 46 26.54549(N)    073 32 06.08338(W) AD(       ) 1
 KU4964  NAD 83(1992)-  40 46 26.54535(N)    073 32 06.08310(W) AD(       ) 1
 KU4964  NAD 83(1986)-  40 46 26.54609(N)    073 32 06.08441(W) AD(       ) 1
 KU4964  NGVD 29 (03/24/92)   45.2    (m)          148.     (f) GPS OBS        
 KU4964
 KU4964.Superseded values are not recommended for survey control.
 KU4964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4964.See file dsdata.txt to determine how the superseded data were derived.
 KU4964
 KU4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2362914706(NAD 83)
 KU4964_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4964_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4964_STAMPING: 13E15N
 KU4964_MARK LOGO: NYDPW 
 KU4964_PROJECTION: RECESSED 8 CENTIMETERS
 KU4964_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4964+STABILITY: POSITION/ELEVATION WELL
 KU4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4964+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1990
 KU4964_ROD/PIPE-DEPTH: 20.6 meters
 KU4964_SLEEVE-DEPTH  : 1.52 meters
 KU4964
 KU4964  HISTORY     - Date     Condition        Report By
 KU4964  HISTORY     - 1989     MONUMENTED       SBAS
 KU4964  HISTORY     - 19901025 GOOD
 KU4964
 KU4964                          STATION DESCRIPTION
 KU4964
 KU4964'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4964'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 216 FEET
 KU4964'(65.8 M) EAST OF THE CENTERLINE OF IRVING AVENUE AND 16 FEET (4.9 M)
 KU4964'NORTH OF THE CENTERLINE OF PROSE STREET,IN THE CONCRETE SIDEWALK.
 KU4964'THE LOCATION TIES ARE 42.7 FEET (13.0 M) FROM THE HYDRANT, 34.5 FEET
 KU4964'(10.5 M) FROM THE SEWER MANHOLE AND 19.7 FEET (6.0 M) FROM THE SOUTH
 KU4964'EAST CORNER OF THE DRIVEWAY OF HOUSE NUMBER 17.
 KU4964
 KU4964                          STATION RECOVERY (1990)
 KU4964
 KU4964'RECOVERED 1990
 KU4964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4984 ***********************************************************************
 KU4984  DESIGNATION -  13E 15N AZ
 KU4984  PID         -  KU4984
 KU4984  STATE/COUNTY-  NY/NASSAU
 KU4984  USGS QUAD   -  HICKSVILLE (1979)
 KU4984
 KU4984                         *CURRENT SURVEY CONTROL
 KU4984  ___________________________________________________________________
 KU4984* NAD 83(1996)-  40 46 25.36016(N)    073 32 15.71072(W)     ADJUSTED  
 KU4984* NAVD 88     -        43.4    (meters)     142.     (feet)  VERTCON   
 KU4984  ___________________________________________________________________
 KU4984  X           -   1,370,744.514 (meters)                     COMP
 KU4984  Y           -  -4,638,761.337 (meters)                     COMP
 KU4984  Z           -   4,143,433.045 (meters)                     COMP
 KU4984  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KU4984  ELLIP HEIGHT-          12.29  (meters)          (12/03/02) GPS OBS
 KU4984  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU4984
 KU4984  HORZ ORDER  -  FIRST
 KU4984  ELLP ORDER  -  FOURTH    CLASS II
 KU4984
 KU4984.The horizontal coordinates were established by GPS observations
 KU4984.and adjusted by the National Geodetic Survey in January 1999..
 KU4984
 KU4984.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4984
 KU4984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4984
 KU4984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4984
 KU4984.The ellipsoidal height was determined by GPS observations
 KU4984.and is referenced to NAD 83.
 KU4984
 KU4984.The geoid height was determined by GEOID03.
 KU4984
 KU4984;                    North         East     Units Scale Factor Converg.
 KU4984;SPC NY L     -    67,512.886   339,028.290   MT  0.99999579   +0 18 08.6
 KU4984;SPC NY L     -   221,498.53  1,112,295.31   sFT  0.99999579   +0 18 08.6
 KU4984;UTM  18      - 4,514,665.897   623,403.530   MT  0.99978744   +0 57 18.4
 KU4984
 KU4984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4984!SPC NY L     -   0.99999807  x   0.99999579  =   0.99999386
 KU4984!UTM  18      -   0.99999807  x   0.99978744  =   0.99978551
 KU4984
 KU4984|---------------------------------------------------------------------|
 KU4984| PID    Reference Object                     Distance      Geod. Az  |
 KU4984|                                                           dddmmss.s |
 KU4984| KU4964 13E 15N                             228.668 METERS 08049     |
 KU4984|---------------------------------------------------------------------|
 KU4984
 KU4984                          SUPERSEDED SURVEY CONTROL
 KU4984
 KU4984  ELLIP H (01/11/99)   12.30   (m)                       GP(       ) 4 1
 KU4984  NAD 83(1996)-  40 46 25.36312(N)    073 32 15.70963(W) AD(       ) 1
 KU4984  NAD 83(1992)-  40 46 25.36298(N)    073 32 15.70935(W) AD(       ) 1
 KU4984  NAD 83(1986)-  40 46 25.36364(N)    073 32 15.71063(W) AD(       ) 1
 KU4984  NGVD 29 (03/24/92)   43.8    (m)          144.     (f) GPS OBS        
 KU4984
 KU4984.Superseded values are not recommended for survey control.
 KU4984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4984.See file dsdata.txt to determine how the superseded data were derived.
 KU4984
 KU4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2340414666(NAD 83)
 KU4984_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4984_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4984_STAMPING: 13E15NAZ
 KU4984_MARK LOGO: NYDPW 
 KU4984_PROJECTION: RECESSED 8 CENTIMETERS
 KU4984_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4984+STABILITY: POSITION/ELEVATION WELL
 KU4984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4984+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1990
 KU4984_ROD/PIPE-DEPTH: 20.6 meters
 KU4984_SLEEVE-DEPTH  : 1.52 meters
 KU4984
 KU4984  HISTORY     - Date     Condition        Report By
 KU4984  HISTORY     - 1989     MONUMENTED       SBAS
 KU4984  HISTORY     - 19901212 GOOD
 KU4984
 KU4984                          STATION DESCRIPTION
 KU4984
 KU4984'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4984'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 20 FEET
 KU4984'(6.1 M) SOUTH OF MONTANA STREET AND 258 FEET (78.6 M) WEST OF THE
 KU4984'CENTERLINE OF BURNS AVENUE,IN THE CONCRETE SIDEWALK.
 KU4984'THE LOCATION TIES ARE 30.8 FEET (9.4 M) FROM THE CENTER OF THE
 KU4984'MANHOLE, 56.9 FEET (17.3 M) FROM THE NORTH EAST CORNER OF HOUSE
 KU4984'NUMBER 14 AND 39.4 FEET (12.0 M) FROM THE NORTH WEST CORNER OF THE
 KU4984'DRIVEWAY OF HOUSE NUMBER 14.
 KU4984
 KU4984                          STATION RECOVERY (1990)
 KU4984
 KU4984'RECOVERED 1990
 KU4984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4965 ***********************************************************************
 KU4965  DESIGNATION -  13E 16N
 KU4965  PID         -  KU4965
 KU4965  STATE/COUNTY-  NY/NASSAU
 KU4965  USGS QUAD   -  HICKSVILLE (1979)
 KU4965
 KU4965                         *CURRENT SURVEY CONTROL
 KU4965  ___________________________________________________________________
 KU4965* NAD 83(1996)-  40 47 16.26184(N)    073 31 59.16176(W)     ADJUSTED  
 KU4965* NAVD 88     -        50.4    (meters)     165.     (feet)  VERTCON   
 KU4965  ___________________________________________________________________
 KU4965  X           -   1,370,827.474 (meters)                     COMP
 KU4965  Y           -  -4,637,672.908 (meters)                     COMP
 KU4965  Z           -   4,144,626.575 (meters)                     COMP
 KU4965  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KU4965  ELLIP HEIGHT-          19.29  (meters)          (12/03/02) GPS OBS
 KU4965  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4965
 KU4965  HORZ ORDER  -  FIRST
 KU4965  ELLP ORDER  -  FOURTH    CLASS II
 KU4965
 KU4965.The horizontal coordinates were established by GPS observations
 KU4965.and adjusted by the National Geodetic Survey in January 1999..
 KU4965
 KU4965.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4965
 KU4965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4965
 KU4965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4965
 KU4965.The ellipsoidal height was determined by GPS observations
 KU4965.and is referenced to NAD 83.
 KU4965
 KU4965.The geoid height was determined by GEOID03.
 KU4965
 KU4965;                    North         East     Units Scale Factor Converg.
 KU4965;SPC NY L     -    69,085.086   339,407.998   MT  0.99999549   +0 18 19.4
 KU4965;SPC NY L     -   226,656.65  1,113,541.07   sFT  0.99999549   +0 18 19.4
 KU4965;UTM  18      - 4,516,241.994   623,765.223   MT  0.99978854   +0 57 30.2
 KU4965
 KU4965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4965!SPC NY L     -   0.99999697  x   0.99999549  =   0.99999246
 KU4965!UTM  18      -   0.99999697  x   0.99978854  =   0.99978551
 KU4965
 KU4965|---------------------------------------------------------------------|
 KU4965| PID    Reference Object                     Distance      Geod. Az  |
 KU4965|                                                           dddmmss.s |
 KU4965| KU4985 13E 16N AZ                          190.628 METERS 06701     |
 KU4965|---------------------------------------------------------------------|
 KU4965
 KU4965                          SUPERSEDED SURVEY CONTROL
 KU4965
 KU4965  ELLIP H (01/11/99)   19.29   (m)                       GP(       ) 4 1
 KU4965  NAD 83(1996)-  40 47 16.26480(N)    073 31 59.16070(W) AD(       ) 1
 KU4965  NAD 83(1992)-  40 47 16.26466(N)    073 31 59.16041(W) AD(       ) 1
 KU4965  NAD 83(1986)-  40 47 16.26530(N)    073 31 59.16178(W) AD(       ) 1
 KU4965  NGVD 29 (03/24/92)   50.7    (m)          166.     (f) GPS OBS        
 KU4965
 KU4965.Superseded values are not recommended for survey control.
 KU4965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4965.See file dsdata.txt to determine how the superseded data were derived.
 KU4965
 KU4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2376516242(NAD 83)
 KU4965_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4965_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4965_STAMPING: 13E16N
 KU4965_MARK LOGO: NYDPW 
 KU4965_PROJECTION: RECESSED 8 CENTIMETERS
 KU4965_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4965+STABILITY: POSITION/ELEVATION WELL
 KU4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4965+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 KU4965_ROD/PIPE-DEPTH: 20.6 meters
 KU4965_SLEEVE-DEPTH  : 1.52 meters
 KU4965
 KU4965  HISTORY     - Date     Condition        Report By
 KU4965  HISTORY     - 1989     MONUMENTED       SBAS
 KU4965  HISTORY     - 19910419 GOOD
 KU4965
 KU4965                          STATION DESCRIPTION
 KU4965
 KU4965'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4965'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 38 FEET (11.6 M)
 KU4965'EAST OF THE CENTERLINE OF HAZELWOOD DRIVE AND 27 FEET (8.2 M) NORTH OF
 KU4965'THE CENTERLINE OF BIRCHWOOD PARK DRIVE,IN THE CONCRETE SIDEWALK.
 KU4965'THE LOCATION TIES ARE 50.3 FEET (15.3 M) FROM THE CENTER OF THE SEWER
 KU4965'MANHOLE, 8.0 FEET (2.4 M) FROM THE CENTER OF THE EASTERLY DRAIN
 KU4965'MANHOLE AND 63.4 FEET (19.3 M) FROM THE CENTER OF THE WESTERLY OF THE
 KU4965'DRAIN MANHOLE.
 KU4965
 KU4965                          STATION RECOVERY (1991)
 KU4965
 KU4965'RECOVERED 1991
 KU4965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4985 ***********************************************************************
 KU4985  DESIGNATION -  13E 16N AZ
 KU4985  PID         -  KU4985
 KU4985  STATE/COUNTY-  NY/NASSAU
 KU4985  USGS QUAD   -  HICKSVILLE (1979)
 KU4985
 KU4985                         *CURRENT SURVEY CONTROL
 KU4985  ___________________________________________________________________
 KU4985* NAD 83(1996)-  40 47 18.67534(N)    073 31 51.67680(W)     ADJUSTED  
 KU4985* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 KU4985  ___________________________________________________________________
 KU4985  X           -   1,370,982.153 (meters)                     COMP
 KU4985  Y           -  -4,637,577.115 (meters)                     COMP
 KU4985  Z           -   4,144,683.479 (meters)                     COMP
 KU4985  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KU4985  ELLIP HEIGHT-          20.11  (meters)          (12/03/02) GPS OBS
 KU4985  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU4985
 KU4985  HORZ ORDER  -  FIRST
 KU4985  ELLP ORDER  -  FOURTH    CLASS II
 KU4985
 KU4985.The horizontal coordinates were established by GPS observations
 KU4985.and adjusted by the National Geodetic Survey in January 1999..
 KU4985
 KU4985.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4985
 KU4985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4985
 KU4985.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4985
 KU4985.The ellipsoidal height was determined by GPS observations
 KU4985.and is referenced to NAD 83.
 KU4985
 KU4985.The geoid height was determined by GEOID03.
 KU4985
 KU4985;                    North         East     Units Scale Factor Converg.
 KU4985;SPC NY L     -    69,160.471   339,583.086   MT  0.99999548   +0 18 24.3
 KU4985;SPC NY L     -   226,903.98  1,114,115.51   sFT  0.99999548   +0 18 24.3
 KU4985;UTM  18      - 4,516,319.354   623,939.405   MT  0.99978907   +0 57 35.1
 KU4985
 KU4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4985!SPC NY L     -   0.99999685  x   0.99999548  =   0.99999233
 KU4985!UTM  18      -   0.99999685  x   0.99978907  =   0.99978592
 KU4985
 KU4985|---------------------------------------------------------------------|
 KU4985| PID    Reference Object                     Distance      Geod. Az  |
 KU4985|                                                           dddmmss.s |
 KU4985| KU4965 13E 16N                             190.628 METERS 24701     |
 KU4985| KU4966 13E 17N                             APPROX. 1.2 KM 3513826.4 |
 KU4985|---------------------------------------------------------------------|
 KU4985
 KU4985                          SUPERSEDED SURVEY CONTROL
 KU4985
 KU4985  ELLIP H (01/11/99)   20.11   (m)                       GP(       ) 4 1
 KU4985  NAD 83(1996)-  40 47 18.67831(N)    073 31 51.67572(W) AD(       ) 1
 KU4985  NAD 83(1992)-  40 47 18.67817(N)    073 31 51.67545(W) AD(       ) 1
 KU4985  NAD 83(1986)-  40 47 18.67873(N)    073 31 51.67671(W) AD(       ) 1
 KU4985  NGVD 29 (03/24/92)   51.5    (m)          169.     (f) GPS OBS        
 KU4985
 KU4985.Superseded values are not recommended for survey control.
 KU4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4985.See file dsdata.txt to determine how the superseded data were derived.
 KU4985
 KU4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2393916319(NAD 83)
 KU4985_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4985_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4985_STAMPING: 13E16NAZ
 KU4985_MARK LOGO: NYDPW 
 KU4985_PROJECTION: RECESSED 8 CENTIMETERS
 KU4985_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4985+STABILITY: POSITION/ELEVATION WELL
 KU4985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4985+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KU4985_ROD/PIPE-DEPTH: 6.97 meters
 KU4985_SLEEVE-DEPTH  : 1.52 meters
 KU4985
 KU4985  HISTORY     - Date     Condition        Report By
 KU4985  HISTORY     - 1989     MONUMENTED       SBAS
 KU4985  HISTORY     - 19910227 GOOD
 KU4985
 KU4985                          STATION DESCRIPTION
 KU4985
 KU4985'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4985'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 43 FEET (13.1 M)
 KU4985'NORTH OF THE CENTERLINE OF BIRCHWOOD PARK DRIVE AND 22 FEET (6.7 M)
 KU4985'EAST OF THE CENTERLINE OF MAIDEN LANE,IN THE CONCRETE SIDEWALK.
 KU4985'THE LOCATION TIES ARE 25.4 FEET (7.7 M) FROM THE CENTER OF THE
 KU4985'HYDRANT, 33.5 FEET (10.2 M) FROM THE CENTER OF THE WATER VALVE AND
 KU4985'46.3 FEET (14.1 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU4985
 KU4985                          STATION RECOVERY (1991)
 KU4985
 KU4985'RECOVERED 1991
 KU4985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4966 ***********************************************************************
 KU4966  DESIGNATION -  13E 17N
 KU4966  PID         -  KU4966
 KU4966  STATE/COUNTY-  NY/NASSAU
 KU4966  USGS QUAD   -  HICKSVILLE (1979)
 KU4966
 KU4966                         *CURRENT SURVEY CONTROL
 KU4966  ___________________________________________________________________
 KU4966* NAD 83(1996)-  40 47 58.36537(N)    073 31 59.35144(W)     ADJUSTED  
 KU4966* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 KU4966  ___________________________________________________________________
 KU4966  X           -   1,370,588.771 (meters)                     COMP
 KU4966  Y           -  -4,636,881.033 (meters)                     COMP
 KU4966  Z           -   4,145,628.383 (meters)                     COMP
 KU4966  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU4966  ELLIP HEIGHT-          47.67  (meters)          (12/03/02) GPS OBS
 KU4966  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4966
 KU4966  HORZ ORDER  -  FIRST
 KU4966  ELLP ORDER  -  FOURTH    CLASS II
 KU4966
 KU4966.The horizontal coordinates were established by GPS observations
 KU4966.and adjusted by the National Geodetic Survey in January 1999..
 KU4966
 KU4966.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4966
 KU4966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4966
 KU4966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4966
 KU4966.The ellipsoidal height was determined by GPS observations
 KU4966.and is referenced to NAD 83.
 KU4966
 KU4966.The geoid height was determined by GEOID03.
 KU4966
 KU4966;                    North         East     Units Scale Factor Converg.
 KU4966;SPC NY L     -    70,383.814   339,396.629   MT  0.99999529   +0 18 19.3
 KU4966;SPC NY L     -   230,917.56  1,113,503.77   sFT  0.99999529   +0 18 19.3
 KU4966;UTM  18      - 4,517,540.239   623,739.057   MT  0.99978846   +0 57 30.9
 KU4966
 KU4966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4966!SPC NY L     -   0.99999252  x   0.99999529  =   0.99998781
 KU4966!UTM  18      -   0.99999252  x   0.99978846  =   0.99978098
 KU4966
 KU4966|---------------------------------------------------------------------|
 KU4966| PID    Reference Object                     Distance      Geod. Az  |
 KU4966|                                                           dddmmss.s |
 KU4966| KU4986 13E 17N AZ                          119.730 METERS 03505     |
 KU4966|---------------------------------------------------------------------|
 KU4966
 KU4966                          SUPERSEDED SURVEY CONTROL
 KU4966
 KU4966  ELLIP H (01/11/99)   47.67   (m)                       GP(       ) 4 1
 KU4966  NAD 83(1996)-  40 47 58.36834(N)    073 31 59.35036(W) AD(       ) 1
 KU4966  NAD 83(1992)-  40 47 58.36820(N)    073 31 59.35009(W) AD(       ) 1
 KU4966  NAD 83(1986)-  40 47 58.36898(N)    073 31 59.35149(W) AD(       ) 1
 KU4966  NGVD 29 (03/24/92)   79.1    (m)          260.     (f) GPS OBS        
 KU4966
 KU4966.Superseded values are not recommended for survey control.
 KU4966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4966.See file dsdata.txt to determine how the superseded data were derived.
 KU4966
 KU4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2373917540(NAD 83)
 KU4966_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4966_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4966_STAMPING: 13E17N
 KU4966_MARK LOGO: NYDPW 
 KU4966_PROJECTION: RECESSED 8 CENTIMETERS
 KU4966_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4966+STABILITY: POSITION/ELEVATION WELL
 KU4966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4966+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KU4966_ROD/PIPE-DEPTH: 20.6 meters
 KU4966_SLEEVE-DEPTH  : 1.52 meters
 KU4966
 KU4966  HISTORY     - Date     Condition        Report By
 KU4966  HISTORY     - 1989     MONUMENTED       SBAS
 KU4966  HISTORY     - 19910227 GOOD
 KU4966
 KU4966                          STATION DESCRIPTION
 KU4966
 KU4966'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4966'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 388 FEET
 KU4966'(118.3 M) NORTH OF THE CENTERLINE OF KAREL PLACE AND 8 FEET (2.4 M)
 KU4966'EAST OF THE CENTERLINE OF KRISTI DRIVE,IN THE PAVED ROADWAY.
 KU4966'THE LOCATION TIES ARE 8.6 FEET (2.6 M) FROM THE SEWER MANHOLE, 20.4
 KU4966'FEET (6.2 M) FROM THE SOUTH WEST CORNER OF THE ELECTRIC BOX AND 4.0
 KU4966'FEET (1.2 M) FROM THE SOUTH WEST CORNER OF THE BELGIAN BLOCK CURB ON
 KU4966'THE NORTH ENTRANCE DRIVEWAY.
 KU4966
 KU4966                          STATION RECOVERY (1991)
 KU4966
 KU4966'RECOVERED 1991
 KU4966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4986 ***********************************************************************
 KU4986  DESIGNATION -  13E 17N AZ
 KU4986  PID         -  KU4986
 KU4986  STATE/COUNTY-  NY/NASSAU
 KU4986  USGS QUAD   -  HICKSVILLE (1979)
 KU4986
 KU4986                         *CURRENT SURVEY CONTROL
 KU4986  ___________________________________________________________________
 KU4986* NAD 83(1996)-  40 48 01.54140(N)    073 31 56.41541(W)     ADJUSTED  
 KU4986* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 KU4986  ___________________________________________________________________
 KU4986  X           -   1,370,636.772 (meters)                     COMP
 KU4986  Y           -  -4,636,800.626 (meters)                     COMP
 KU4986  Z           -   4,145,702.992 (meters)                     COMP
 KU4986  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU4986  ELLIP HEIGHT-          48.35  (meters)          (12/03/02) GPS OBS
 KU4986  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4986
 KU4986  HORZ ORDER  -  FIRST
 KU4986  ELLP ORDER  -  FOURTH    CLASS II
 KU4986
 KU4986.The horizontal coordinates were established by GPS observations
 KU4986.and adjusted by the National Geodetic Survey in January 1999..
 KU4986
 KU4986.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4986
 KU4986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4986
 KU4986.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4986
 KU4986.The ellipsoidal height was determined by GPS observations
 KU4986.and is referenced to NAD 83.
 KU4986
 KU4986.The geoid height was determined by GEOID03.
 KU4986
 KU4986;                    North         East     Units Scale Factor Converg.
 KU4986;SPC NY L     -    70,482.151   339,464.930   MT  0.99999527   +0 18 21.2
 KU4986;SPC NY L     -   231,240.19  1,113,727.86   sFT  0.99999527   +0 18 21.2
 KU4986;UTM  18      - 4,517,639.328   623,806.218   MT  0.99978866   +0 57 32.9
 KU4986
 KU4986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4986!SPC NY L     -   0.99999242  x   0.99999527  =   0.99998769
 KU4986!UTM  18      -   0.99999242  x   0.99978866  =   0.99978108
 KU4986
 KU4986|---------------------------------------------------------------------|
 KU4986| PID    Reference Object                     Distance      Geod. Az  |
 KU4986|                                                           dddmmss.s |
 KU4986| KU4966 13E 17N                             119.730 METERS 21505     |
 KU4986|---------------------------------------------------------------------|
 KU4986
 KU4986                          SUPERSEDED SURVEY CONTROL
 KU4986
 KU4986  ELLIP H (01/11/99)   48.35   (m)                       GP(       ) 4 1
 KU4986  NAD 83(1996)-  40 48 01.54437(N)    073 31 56.41432(W) AD(       ) 1
 KU4986  NAD 83(1992)-  40 48 01.54423(N)    073 31 56.41406(W) AD(       ) 1
 KU4986  NAD 83(1986)-  40 48 01.54503(N)    073 31 56.41543(W) AD(       ) 1
 KU4986  NGVD 29 (03/24/92)   79.7    (m)          261.     (f) GPS OBS        
 KU4986
 KU4986.Superseded values are not recommended for survey control.
 KU4986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4986.See file dsdata.txt to determine how the superseded data were derived.
 KU4986
 KU4986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2380617639(NAD 83)
 KU4986_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4986_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4986_STAMPING: 13E17NAZ
 KU4986_MARK LOGO: NYDPW 
 KU4986_PROJECTION: RECESSED 8 CENTIMETERS
 KU4986_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4986+STABILITY: POSITION/ELEVATION WELL
 KU4986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4986+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KU4986_ROD/PIPE-DEPTH: 20.6 meters
 KU4986_SLEEVE-DEPTH  : 1.52 meters
 KU4986
 KU4986  HISTORY     - Date     Condition        Report By
 KU4986  HISTORY     - 1989     MONUMENTED       SBAS
 KU4986  HISTORY     - 19910227 GOOD
 KU4986
 KU4986                          STATION DESCRIPTION
 KU4986
 KU4986'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4986'THE POINT IS LOCATED IN JERICHO, TOWN OF OYSTER BAY, 784 FEET
 KU4986'(239.0 M) NORTH OF THE CENTERLINE OF KAREL PLACE AND 9 FEET (2.7 M)
 KU4986'EAST OF THE CENTERLINE OF KRISTI DRIVE,IN THE PAVED ROADWAY.
 KU4986'THE LOCATION TIES ARE 10.8 FEET (3.3 M) FROM THE CENTER OF THE LIGHT
 KU4986'POLE, 20.2 FEET (6.2 M) FROM THE CENTER OF THE WATER VALVE AND 15.7
 KU4986'FEET (4.8 M) FROM THE NORTH WEST CORNER OF THE NORTH DRIVEWAY OF
 KU4986'HOUSE NUMBER 26.
 KU4986
 KU4986                          STATION RECOVERY (1991)
 KU4986
 KU4986'RECOVERED 1991
 KU4986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4967 ***********************************************************************
 KU4967  DESIGNATION -  13E 18N
 KU4967  PID         -  KU4967
 KU4967  STATE/COUNTY-  NY/NASSAU
 KU4967  USGS QUAD   -  HICKSVILLE (1979)
 KU4967
 KU4967                         *CURRENT SURVEY CONTROL
 KU4967  ___________________________________________________________________
 KU4967* NAD 83(1996)-  40 48 39.42199(N)    073 32 06.82656(W)     ADJUSTED  
 KU4967* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 KU4967  ___________________________________________________________________
 KU4967  X           -   1,370,185.503 (meters)                     COMP
 KU4967  Y           -  -4,636,134.799 (meters)                     COMP
 KU4967  Z           -   4,146,585.056 (meters)                     COMP
 KU4967  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU4967  ELLIP HEIGHT-          44.64  (meters)          (12/03/02) GPS OBS
 KU4967  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU4967
 KU4967  HORZ ORDER  -  FIRST
 KU4967  ELLP ORDER  -  FOURTH    CLASS II
 KU4967
 KU4967.The horizontal coordinates were established by GPS observations
 KU4967.and adjusted by the National Geodetic Survey in January 1999..
 KU4967
 KU4967.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4967
 KU4967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4967
 KU4967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4967
 KU4967.The ellipsoidal height was determined by GPS observations
 KU4967.and is referenced to NAD 83.
 KU4967
 KU4967.The geoid height was determined by GEOID03.
 KU4967
 KU4967;                    North         East     Units Scale Factor Converg.
 KU4967;SPC NY L     -    71,649.342   339,214.684   MT  0.99999513   +0 18 14.4
 KU4967;SPC NY L     -   235,069.55  1,112,906.84   sFT  0.99999513   +0 18 14.4
 KU4967;UTM  18      - 4,518,803.350   623,542.734   MT  0.99978786   +0 57 26.8
 KU4967
 KU4967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4967!SPC NY L     -   0.99999300  x   0.99999513  =   0.99998813
 KU4967!UTM  18      -   0.99999300  x   0.99978786  =   0.99978086
 KU4967
 KU4967:                Primary Azimuth Mark                     Grid Az
 KU4967:SPC NY L     -  13E 18N AZ                               015 26 05.3
 KU4967:UTM  18      -  13E 18N AZ                               014 46 52.9
 KU4967
 KU4967|---------------------------------------------------------------------|
 KU4967| PID    Reference Object                     Distance      Geod. Az  |
 KU4967|                                                           dddmmss.s |
 KU4967| KU4987 13E 18N AZ                          APPROX. 0.5 KM 0154419.7 |
 KU4967|---------------------------------------------------------------------|
 KU4967
 KU4967                          SUPERSEDED SURVEY CONTROL
 KU4967
 KU4967  ELLIP H (01/11/99)   44.64   (m)                       GP(       ) 4 1
 KU4967  NAD 83(1996)-  40 48 39.42492(N)    073 32 06.82550(W) AD(       ) 1
 KU4967  NAD 83(1992)-  40 48 39.42478(N)    073 32 06.82524(W) AD(       ) 1
 KU4967  NAD 83(1986)-  40 48 39.42557(N)    073 32 06.82667(W) AD(       ) 1
 KU4967  NGVD 29 (03/24/92)   76.0    (m)          249.     (f) GPS OBS        
 KU4967
 KU4967.Superseded values are not recommended for survey control.
 KU4967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4967.See file dsdata.txt to determine how the superseded data were derived.
 KU4967
 KU4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2354318803(NAD 83)
 KU4967_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4967_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4967_STAMPING: 13E18N
 KU4967_MARK LOGO: NYDPW 
 KU4967_PROJECTION: RECESSED 8 CENTIMETERS
 KU4967_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4967+STABILITY: POSITION/ELEVATION WELL
 KU4967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4967+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU4967_ROD/PIPE-DEPTH: 17.9 meters
 KU4967_SLEEVE-DEPTH  : 1.52 meters
 KU4967
 KU4967  HISTORY     - Date     Condition        Report By
 KU4967  HISTORY     - 1989     MONUMENTED       SBAS
 KU4967  HISTORY     - 19910214 GOOD
 KU4967
 KU4967                          STATION DESCRIPTION
 KU4967
 KU4967'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4967'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 19 FEET
 KU4967'(5.8 M) NORTH WEST OF THE CENTERLINE OF NORTHBOUND ROUTE 106 AND 60
 KU4967'FEET (18.3 M) SOUTH WEST OF THE CENTERLINE OF KIRBY LANE,IN THE GRASS
 KU4967'AREA OF THE MEDIAN.
 KU4967'THE LOCATION TIES ARE 45.0 FEET (13.7 M) FROM THE NEW YORK TELEPHONE
 KU4967'UTILITY POLE NUMBER 171, 58.9 FEET (18.0 M) FROM THE WESTERLY CATCH
 KU4967'BASIN AND 82.2 FEET (25.1 M) FROM THE NORTHERLY CATCH BASIN.
 KU4967
 KU4967                          STATION RECOVERY (1991)
 KU4967
 KU4967'RECOVERED 1991
 KU4967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4987 ***********************************************************************
 KU4987  DESIGNATION -  13E 18N AZ
 KU4987  PID         -  KU4987
 KU4987  STATE/COUNTY-  NY/NASSAU
 KU4987  USGS QUAD   -  HICKSVILLE (1979)
 KU4987
 KU4987                         *CURRENT SURVEY CONTROL
 KU4987  ___________________________________________________________________
 KU4987* NAD 83(1996)-  40 48 55.60259(N)    073 32 00.82451(W)     ADJUSTED  
 KU4987* NAVD 88     -        73.5    (meters)     241.     (feet)  VERTCON   
 KU4987  ___________________________________________________________________
 KU4987  X           -   1,370,227.480 (meters)                     COMP
 KU4987  Y           -  -4,635,780.530 (meters)                     COMP
 KU4987  Z           -   4,146,961.429 (meters)                     COMP
 KU4987  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KU4987  ELLIP HEIGHT-          42.51  (meters)          (12/03/02) GPS OBS
 KU4987  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU4987
 KU4987  HORZ ORDER  -  FIRST
 KU4987  ELLP ORDER  -  FOURTH    CLASS II
 KU4987
 KU4987.The horizontal coordinates were established by GPS observations
 KU4987.and adjusted by the National Geodetic Survey in January 1999..
 KU4987
 KU4987.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4987
 KU4987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4987
 KU4987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4987
 KU4987.The ellipsoidal height was determined by GPS observations
 KU4987.and is referenced to NAD 83.
 KU4987
 KU4987.The geoid height was determined by GEOID03.
 KU4987
 KU4987;                    North         East     Units Scale Factor Converg.
 KU4987;SPC NY L     -    72,149.208   339,352.697   MT  0.99999508   +0 18 18.3
 KU4987;SPC NY L     -   236,709.53  1,113,359.64   sFT  0.99999508   +0 18 18.3
 KU4987;UTM  18      - 4,519,304.653   623,675.010   MT  0.99978826   +0 57 31.0
 KU4987
 KU4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4987!SPC NY L     -   0.99999333  x   0.99999508  =   0.99998841
 KU4987!UTM  18      -   0.99999333  x   0.99978826  =   0.99978159
 KU4987
 KU4987:                Primary Azimuth Mark                     Grid Az
 KU4987:SPC NY L     -  13E 18N                                  195 26 05.3
 KU4987:UTM  18      -  13E 18N                                  194 46 52.6
 KU4987
 KU4987|---------------------------------------------------------------------|
 KU4987| PID    Reference Object                     Distance      Geod. Az  |
 KU4987|                                                           dddmmss.s |
 KU4987| KU4967 13E 18N                             APPROX. 0.5 KM 1954423.6 |
 KU4987|---------------------------------------------------------------------|
 KU4987
 KU4987                          SUPERSEDED SURVEY CONTROL
 KU4987
 KU4987  ELLIP H (01/11/99)   42.52   (m)                       GP(       ) 4 1
 KU4987  NAD 83(1996)-  40 48 55.60552(N)    073 32 00.82346(W) AD(       ) 1
 KU4987  NAD 83(1992)-  40 48 55.60539(N)    073 32 00.82320(W) AD(       ) 1
 KU4987  NAD 83(1986)-  40 48 55.60619(N)    073 32 00.82464(W) AD(       ) 1
 KU4987  NGVD 29 (03/24/92)   73.8    (m)          242.     (f) GPS OBS        
 KU4987
 KU4987.Superseded values are not recommended for survey control.
 KU4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4987.See file dsdata.txt to determine how the superseded data were derived.
 KU4987
 KU4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2367519305(NAD 83)
 KU4987_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4987_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4987_STAMPING: 13E18NAZ
 KU4987_MARK LOGO: NYDPW 
 KU4987_PROJECTION: RECESSED 8 CENTIMETERS
 KU4987_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4987+STABILITY: POSITION/ELEVATION WELL
 KU4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4987+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU4987_ROD/PIPE-DEPTH: 11.2 meters
 KU4987_SLEEVE-DEPTH  : 1.52 meters
 KU4987
 KU4987  HISTORY     - Date     Condition        Report By
 KU4987  HISTORY     - 1989     MONUMENTED       SBAS
 KU4987  HISTORY     - 19910214 GOOD
 KU4987
 KU4987                          STATION DESCRIPTION
 KU4987
 KU4987'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4987'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 16 FEET
 KU4987'(4.9 M) NORTH WEST OF THE CENTERLINE OF THE NORTHBOUND ROUTE 106 AND
 KU4987'47 FEET (14.3 M) NORTH EAST OF THE CENTERLINE OF FRANCES DRIVE,IN THE
 KU4987'GRASS OF THE MEDIAN.
 KU4987'THE LOCATION TIES ARE 44.4 FEET (13.5 M) FROM THE NEW YORK TELEPHONE
 KU4987'UTILITY POLE NUMBER 159, 54.0 FEET (16.5 M) FROM THE WATER VALVE AND
 KU4987'90.2 FEET (27.5 M) FROM THE HYDRANT.
 KU4987
 KU4987                          STATION RECOVERY (1991)
 KU4987
 KU4987'RECOVERED 1991
 KU4987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4968 ***********************************************************************
 KU4968  DESIGNATION -  13E 19N
 KU4968  PID         -  KU4968
 KU4968  STATE/COUNTY-  NY/NASSAU
 KU4968  USGS QUAD   -  HICKSVILLE (1979)
 KU4968
 KU4968                         *CURRENT SURVEY CONTROL
 KU4968  ___________________________________________________________________
 KU4968* NAD 83(1996)-  40 49 40.45637(N)    073 31 46.01943(W)     ADJUSTED  
 KU4968* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 KU4968  ___________________________________________________________________
 KU4968  X           -   1,370,303.723 (meters)                     COMP
 KU4968  Y           -  -4,634,814.613 (meters)                     COMP
 KU4968  Z           -   4,148,008.324 (meters)                     COMP
 KU4968  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KU4968  ELLIP HEIGHT-          42.26  (meters)          (12/03/02) GPS OBS
 KU4968  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU4968
 KU4968  HORZ ORDER  -  FIRST
 KU4968  ELLP ORDER  -  FOURTH    CLASS II
 KU4968
 KU4968.The horizontal coordinates were established by GPS observations
 KU4968.and adjusted by the National Geodetic Survey in January 1999..
 KU4968
 KU4968.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4968
 KU4968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4968
 KU4968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4968
 KU4968.The ellipsoidal height was determined by GPS observations
 KU4968.and is referenced to NAD 83.
 KU4968
 KU4968.The geoid height was determined by GEOID03.
 KU4968
 KU4968;                    North         East     Units Scale Factor Converg.
 KU4968;SPC NY L     -    73,534.657   339,692.229   MT  0.99999498   +0 18 28.0
 KU4968;SPC NY L     -   241,254.95  1,114,473.59   sFT  0.99999498   +0 18 28.0
 KU4968;UTM  18      - 4,520,693.599   623,998.647   MT  0.99978925   +0 57 41.6
 KU4968
 KU4968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4968!SPC NY L     -   0.99999337  x   0.99999498  =   0.99998835
 KU4968!UTM  18      -   0.99999337  x   0.99978925  =   0.99978262
 KU4968
 KU4968:                Primary Azimuth Mark                     Grid Az
 KU4968:SPC NY L     -  13E 19N AZ                               004 13 56.9
 KU4968:UTM  18      -  13E 19N AZ                               003 34 43.3
 KU4968
 KU4968|---------------------------------------------------------------------|
 KU4968| PID    Reference Object                     Distance      Geod. Az  |
 KU4968|                                                           dddmmss.s |
 KU4968| KU4988 13E 19N AZ                          APPROX. 0.5 KM 0043224.9 |
 KU4968|---------------------------------------------------------------------|
 KU4968
 KU4968                          SUPERSEDED SURVEY CONTROL
 KU4968
 KU4968  ELLIP H (01/11/99)   42.26   (m)                       GP(       ) 4 1
 KU4968  NAD 83(1996)-  40 49 40.45928(N)    073 31 46.01839(W) AD(       ) 1
 KU4968  NAD 83(1992)-  40 49 40.45914(N)    073 31 46.01814(W) AD(       ) 1
 KU4968  NAD 83(1986)-  40 49 40.45995(N)    073 31 46.01967(W) AD(       ) 1
 KU4968  NGVD 29 (03/24/92)   73.5    (m)          241.     (f) GPS OBS        
 KU4968
 KU4968.Superseded values are not recommended for survey control.
 KU4968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4968.See file dsdata.txt to determine how the superseded data were derived.
 KU4968
 KU4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2399920694(NAD 83)
 KU4968_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4968_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4968_STAMPING: 13E19N
 KU4968_MARK LOGO: NYDPW 
 KU4968_PROJECTION: RECESSED 8 CENTIMETERS
 KU4968_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4968+STABILITY: POSITION/ELEVATION WELL
 KU4968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4968+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1991
 KU4968_ROD/PIPE-DEPTH: 20.6 meters
 KU4968_SLEEVE-DEPTH  : 1.52 meters
 KU4968
 KU4968  HISTORY     - Date     Condition        Report By
 KU4968  HISTORY     - 1989     MONUMENTED       SBAS
 KU4968  HISTORY     - 19910722 GOOD
 KU4968
 KU4968                          STATION DESCRIPTION
 KU4968
 KU4968'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4968'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 357 FEET
 KU4968'(108.8 M) SOUTH OF THE CENTERLINE OF HUNTERS DRIVE AND 25 FEET
 KU4968'(7.6 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND ROUTE 106,IN THE
 KU4968'GRASS AREA OF THE MEDIAN.
 KU4968'THE LOCATION TIES ARE 54.5 FEET (16.6 M) FROM THE CATCH BASIN LOCATED
 KU4968'ON THE EAST SIDE OF ROUTE 106, 48.0 FEET (14.6 M) FROM THE CATCH
 KU4968'BASIN LOCATED ON THE WEST SIDE OF ROUTE 106 AND 61.6 FEET (18.8 M)
 KU4968'FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 124.
 KU4968
 KU4968                          STATION RECOVERY (1991)
 KU4968
 KU4968'RECOVERED 1991
 KU4968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4988 ***********************************************************************
 KU4988  DESIGNATION -  13E 19N AZ
 KU4988  PID         -  KU4988
 KU4988  STATE/COUNTY-  NY/NASSAU
 KU4988  USGS QUAD   -  HICKSVILLE (1979)
 KU4988
 KU4988                         *CURRENT SURVEY CONTROL
 KU4988  ___________________________________________________________________
 KU4988* NAD 83(1996)-  40 49 56.92158(N)    073 31 44.29803(W)     ADJUSTED  
 KU4988* NAVD 88     -        59.2    (meters)     194.     (feet)  VERTCON   
 KU4988  ___________________________________________________________________
 KU4988  X           -   1,370,245.246 (meters)                     COMP
 KU4988  Y           -  -4,634,474.571 (meters)                     COMP
 KU4988  Z           -   4,148,383.489 (meters)                     COMP
 KU4988  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 KU4988  ELLIP HEIGHT-          28.27  (meters)          (12/03/02) GPS OBS
 KU4988  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU4988
 KU4988  HORZ ORDER  -  FIRST
 KU4988  ELLP ORDER  -  FOURTH    CLASS II
 KU4988
 KU4988.The horizontal coordinates were established by GPS observations
 KU4988.and adjusted by the National Geodetic Survey in January 1999..
 KU4988
 KU4988.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4988
 KU4988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4988
 KU4988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4988
 KU4988.The ellipsoidal height was determined by GPS observations
 KU4988.and is referenced to NAD 83.
 KU4988
 KU4988.The geoid height was determined by GEOID03.
 KU4988
 KU4988;                    North         East     Units Scale Factor Converg.
 KU4988;SPC NY L     -    74,042.773   339,729.832   MT  0.99999495   +0 18 29.1
 KU4988;SPC NY L     -   242,922.00  1,114,596.96   sFT  0.99999495   +0 18 29.1
 KU4988;UTM  18      - 4,521,202.006   624,030.443   MT  0.99978934   +0 57 43.0
 KU4988
 KU4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4988!SPC NY L     -   0.99999557  x   0.99999495  =   0.99999052
 KU4988!UTM  18      -   0.99999557  x   0.99978934  =   0.99978491
 KU4988
 KU4988:                Primary Azimuth Mark                     Grid Az
 KU4988:SPC NY L     -  13E 19N                                  184 13 56.9
 KU4988:UTM  18      -  13E 19N                                  183 34 43.0
 KU4988
 KU4988|---------------------------------------------------------------------|
 KU4988| PID    Reference Object                     Distance      Geod. Az  |
 KU4988|                                                           dddmmss.s |
 KU4988| KU4968 13E 19N                             APPROX. 0.5 KM 1843226.0 |
 KU4988|---------------------------------------------------------------------|
 KU4988
 KU4988                          SUPERSEDED SURVEY CONTROL
 KU4988
 KU4988  ELLIP H (01/11/99)   28.27   (m)                       GP(       ) 4 1
 KU4988  NAD 83(1996)-  40 49 56.92449(N)    073 31 44.29698(W) AD(       ) 1
 KU4988  NAD 83(1992)-  40 49 56.92435(N)    073 31 44.29673(W) AD(       ) 1
 KU4988  NAD 83(1986)-  40 49 56.92516(N)    073 31 44.29827(W) AD(       ) 1
 KU4988  NGVD 29 (03/24/92)   59.5    (m)          195.     (f) GPS OBS        
 KU4988
 KU4988.Superseded values are not recommended for survey control.
 KU4988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4988.See file dsdata.txt to determine how the superseded data were derived.
 KU4988
 KU4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2403021202(NAD 83)
 KU4988_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4988_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4988_STAMPING: 13E19NAZ
 KU4988_MARK LOGO: NYDPW 
 KU4988_PROJECTION: RECESSED 8 CENTIMETERS
 KU4988_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4988+STABILITY: POSITION/ELEVATION WELL
 KU4988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4988+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU4988_ROD/PIPE-DEPTH: 20.6 meters
 KU4988_SLEEVE-DEPTH  : 1.52 meters
 KU4988
 KU4988  HISTORY     - Date     Condition        Report By
 KU4988  HISTORY     - 1989     MONUMENTED       SBAS
 KU4988  HISTORY     - 19910213 GOOD
 KU4988
 KU4988                          STATION DESCRIPTION
 KU4988
 KU4988'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4988'THE POINT IS LOCATED IN MUTTONTOWN, TOWN OF OYSTER BAY, 52 FEET
 KU4988'(15.8 M) NORTH OF THE CENTERLINE OF VILLAGE HALL DRIVE AND 28 FEET
 KU4988'(8.5 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND ROUTE 106,IN THE
 KU4988'GRASS AREA OF THE MEDIAN.
 KU4988'THE LOCATION TIES ARE 66.5 FEET (20.3 M) FROM THE NEW YORK TELEPHONE
 KU4988'UTILITY POLE NUMBER 111, 113.0 FEET (34.4 M) FROM THE HYDRANT AND
 KU4988'49.5 FEET (15.1 M) FROM THE WATER VALVE.
 KU4988
 KU4988                          STATION RECOVERY (1991)
 KU4988
 KU4988'RECOVERED 1991
 KU4988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4969 ***********************************************************************
 KU4969  DESIGNATION -  13E 20N
 KU4969  PID         -  KU4969
 KU4969  STATE/COUNTY-  NY/NASSAU
 KU4969  USGS QUAD   -  HICKSVILLE (1979)
 KU4969
 KU4969                         *CURRENT SURVEY CONTROL
 KU4969  ___________________________________________________________________
 KU4969* NAD 83(1996)-  40 50 33.07643(N)    073 31 55.03586(W)     ADJUSTED  
 KU4969* NAVD 88     -        62.2    (meters)     204.     (feet)  VERTCON   
 KU4969  ___________________________________________________________________
 KU4969  X           -   1,369,797.874 (meters)                     COMP
 KU4969  Y           -  -4,633,848.664 (meters)                     COMP
 KU4969  Z           -   4,149,229.222 (meters)                     COMP
 KU4969  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 KU4969  ELLIP HEIGHT-          31.24  (meters)          (12/03/02) GPS OBS
 KU4969  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU4969
 KU4969  HORZ ORDER  -  FIRST
 KU4969  ELLP ORDER  -  FOURTH    CLASS II
 KU4969
 KU4969.The horizontal coordinates were established by GPS observations
 KU4969.and adjusted by the National Geodetic Survey in January 1999..
 KU4969
 KU4969.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4969
 KU4969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4969
 KU4969.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4969
 KU4969.The ellipsoidal height was determined by GPS observations
 KU4969.and is referenced to NAD 83.
 KU4969
 KU4969.The geoid height was determined by GEOID03.
 KU4969
 KU4969;                    North         East     Units Scale Factor Converg.
 KU4969;SPC NY L     -    75,156.687   339,472.291   MT  0.99999491   +0 18 22.1
 KU4969;SPC NY L     -   246,576.56  1,113,752.01   sFT  0.99999491   +0 18 22.1
 KU4969;UTM  18      - 4,522,312.680   623,760.261   MT  0.99978852   +0 57 36.7
 KU4969
 KU4969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4969!SPC NY L     -   0.99999510  x   0.99999491  =   0.99999001
 KU4969!UTM  18      -   0.99999510  x   0.99978852  =   0.99978362
 KU4969
 KU4969|---------------------------------------------------------------------|
 KU4969| PID    Reference Object                     Distance      Geod. Az  |
 KU4969|                                                           dddmmss.s |
 KU4969| KU4989 13E 20N AZ                          354.339 METERS 26359     |
 KU4969|---------------------------------------------------------------------|
 KU4969
 KU4969                          SUPERSEDED SURVEY CONTROL
 KU4969
 KU4969  ELLIP H (01/11/99)   31.24   (m)                       GP(       ) 4 1
 KU4969  NAD 83(1996)-  40 50 33.07935(N)    073 31 55.03481(W) AD(       ) 1
 KU4969  NAD 83(1992)-  40 50 33.07921(N)    073 31 55.03456(W) AD(       ) 1
 KU4969  NAD 83(1986)-  40 50 33.08004(N)    073 31 55.03620(W) AD(       ) 1
 KU4969  NGVD 29 (03/24/92)   62.5    (m)          205.     (f) GPS OBS        
 KU4969
 KU4969.Superseded values are not recommended for survey control.
 KU4969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4969.See file dsdata.txt to determine how the superseded data were derived.
 KU4969
 KU4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2376022313(NAD 83)
 KU4969_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4969_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4969_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4969_STAMPING: 13E20N
 KU4969_MARK LOGO: NYDPW 
 KU4969_PROJECTION: RECESSED 8 CENTIMETERS
 KU4969_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4969+STABILITY: POSITION/ELEVATION WELL
 KU4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4969+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU4969_ROD/PIPE-DEPTH: 13.3 meters
 KU4969_SLEEVE-DEPTH  : 1.52 meters
 KU4969
 KU4969  HISTORY     - Date     Condition        Report By
 KU4969  HISTORY     - 1989     MONUMENTED       SBAS
 KU4969  HISTORY     - 19910213 GOOD
 KU4969
 KU4969                          STATION DESCRIPTION
 KU4969
 KU4969'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4969'THE POINT IS LOCATED IN EAST NORWICH, TOWN OF OYSTER BAY, 233 FEET
 KU4969'(71.0 M) EAST OF THE CENTERLINE OF THE NORTHBOUND ROUTE 106 AND 24
 KU4969'FEET (7.3 M) NORTH OF THE CENTERLINE OF THE WESTBOUND ROUTE 25A,IN
 KU4969'THE GRASS BEHIND THE CURB.
 KU4969'THE LOCATION TIES ARE 27.5 FEET (8.4 M) FROM THE LIGHT POLE, 43.3 FEET
 KU4969'(13.2 M) FROM THE CATCH BASIN AND 46.3 FEET (14.1 M) FROM THE ANGLE
 KU4969'POINT OF THE 6 FOOT (1.8 M) CHAIN LINK FENCE.
 KU4969
 KU4969                          STATION RECOVERY (1991)
 KU4969
 KU4969'RECOVERED 1991
 KU4969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4989 ***********************************************************************
 KU4989  DESIGNATION -  13E 20N AZ
 KU4989  PID         -  KU4989
 KU4989  STATE/COUNTY-  NY/NASSAU
 KU4989  USGS QUAD   -  HICKSVILLE (1979)
 KU4989
 KU4989                         *CURRENT SURVEY CONTROL
 KU4989  ___________________________________________________________________
 KU4989* NAD 83(1996)-  40 50 31.87068(N)    073 32 10.07787(W)     ADJUSTED  
 KU4989* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 KU4989  ___________________________________________________________________
 KU4989  X           -   1,369,465.413 (meters)                     COMP
 KU4989  Y           -  -4,633,967.055 (meters)                     COMP
 KU4989  Z           -   4,149,196.742 (meters)                     COMP
 KU4989  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KU4989  ELLIP HEIGHT-          24.60  (meters)          (12/03/02) GPS OBS
 KU4989  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KU4989
 KU4989  HORZ ORDER  -  FIRST
 KU4989  ELLP ORDER  -  FOURTH    CLASS II
 KU4989
 KU4989.The horizontal coordinates were established by GPS observations
 KU4989.and adjusted by the National Geodetic Survey in January 1999..
 KU4989
 KU4989.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4989
 KU4989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4989
 KU4989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4989
 KU4989.The ellipsoidal height was determined by GPS observations
 KU4989.and is referenced to NAD 83.
 KU4989
 KU4989.The geoid height was determined by GEOID03.
 KU4989
 KU4989;                    North         East     Units Scale Factor Converg.
 KU4989;SPC NY L     -    75,117.619   339,120.115   MT  0.99999491   +0 18 12.3
 KU4989;SPC NY L     -   246,448.39  1,112,596.58   sFT  0.99999491   +0 18 12.3
 KU4989;UTM  18      - 4,522,269.603   623,408.626   MT  0.99978745   +0 57 26.8
 KU4989
 KU4989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4989!SPC NY L     -   0.99999614  x   0.99999491  =   0.99999105
 KU4989!UTM  18      -   0.99999614  x   0.99978745  =   0.99978359
 KU4989
 KU4989|---------------------------------------------------------------------|
 KU4989| PID    Reference Object                     Distance      Geod. Az  |
 KU4989|                                                           dddmmss.s |
 KU4989| KU4969 13E 20N                             354.339 METERS 08358     |
 KU4989|---------------------------------------------------------------------|
 KU4989
 KU4989                          SUPERSEDED SURVEY CONTROL
 KU4989
 KU4989  ELLIP H (01/11/99)   24.61   (m)                       GP(       ) 4 1
 KU4989  NAD 83(1996)-  40 50 31.87360(N)    073 32 10.07683(W) AD(       ) 1
 KU4989  NAD 83(1992)-  40 50 31.87346(N)    073 32 10.07658(W) AD(       ) 1
 KU4989  NAD 83(1986)-  40 50 31.87422(N)    073 32 10.07815(W) AD(       ) 1
 KU4989  NGVD 29 (03/24/92)   55.9    (m)          183.     (f) GPS OBS        
 KU4989
 KU4989.Superseded values are not recommended for survey control.
 KU4989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4989.See file dsdata.txt to determine how the superseded data were derived.
 KU4989
 KU4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2340922270(NAD 83)
 KU4989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4989_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4989_STAMPING: 13E20NAZ
 KU4989_MARK LOGO: NYDPW 
 KU4989_PROJECTION: RECESSED 8 CENTIMETERS
 KU4989_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4989+STABILITY: POSITION/ELEVATION WELL
 KU4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4989+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4989_ROD/PIPE-DEPTH: 18.8 meters
 KU4989_SLEEVE-DEPTH  : 1.52 meters
 KU4989
 KU4989  HISTORY     - Date     Condition        Report By
 KU4989  HISTORY     - 1989     MONUMENTED       SBAS
 KU4989  HISTORY     - 19910208 GOOD
 KU4989
 KU4989                          STATION DESCRIPTION
 KU4989
 KU4989'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4989'THE POINT IS LOCATED IN EAST NORWICH, TOWN OF OYSTER BAY, 133 FEET
 KU4989'(40.5 M) WEST OF THE CENTERLINE OF MUTTONTOWN LANE AND 30 FEET
 KU4989'(9.1 M) SOUTH OF THE CENTERLINE OF THE WESTBOUND ROUTE 25A,IN THE
 KU4989'GRASS AREA OF THE MEDIAN.
 KU4989'THE LOCATION TIES ARE 60.2 FEET (18.3 M) FROM THE TOWN OF OYSTER BAY
 KU4989'LIGHT POLE NUMBER 291A, 64.3 FEET (19.6 M) FROM THE LIGHT POLE ON THE
 KU4989'NORTH SIDE OF ROUTE 25A AND 63.9 FEET (19.5 M) FROM THE CORNER OF THE
 KU4989'6 FOOT (1.8 M) CHAIN LINK FENCE.
 KU4989
 KU4989                          STATION RECOVERY (1991)
 KU4989
 KU4989'RECOVERED 1991
 KU4989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4970 ***********************************************************************
 KU4970  DESIGNATION -  13E 21N
 KU4970  PID         -  KU4970
 KU4970  STATE/COUNTY-  NY/NASSAU
 KU4970  USGS QUAD   -  HICKSVILLE (1979)
 KU4970
 KU4970                         *CURRENT SURVEY CONTROL
 KU4970  ___________________________________________________________________
 KU4970* NAD 83(1996)-  40 51 17.69716(N)    073 32 03.28678(W)     ADJUSTED  
 KU4970* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 KU4970  ___________________________________________________________________
 KU4970  X           -   1,369,351.347 (meters)                     COMP
 KU4970  Y           -  -4,633,019.841 (meters)                     COMP
 KU4970  Z           -   4,150,252.155 (meters)                     COMP
 KU4970  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 KU4970  ELLIP HEIGHT-           3.32  (meters)          (12/03/02) GPS OBS
 KU4970  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU4970
 KU4970  HORZ ORDER  -  FIRST
 KU4970  ELLP ORDER  -  FOURTH    CLASS II
 KU4970
 KU4970.The horizontal coordinates were established by GPS observations
 KU4970.and adjusted by the National Geodetic Survey in January 1999..
 KU4970
 KU4970.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4970
 KU4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4970
 KU4970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4970
 KU4970.The ellipsoidal height was determined by GPS observations
 KU4970.and is referenced to NAD 83.
 KU4970
 KU4970.The geoid height was determined by GEOID03.
 KU4970
 KU4970;                    North         East     Units Scale Factor Converg.
 KU4970;SPC NY L     -    76,532.068   339,271.687   MT  0.99999490   +0 18 16.7
 KU4970;SPC NY L     -   251,088.96  1,113,093.86   sFT  0.99999490   +0 18 16.7
 KU4970;UTM  18      - 4,523,685.397   623,544.012   MT  0.99978786   +0 57 32.2
 KU4970
 KU4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4970!SPC NY L     -   0.99999948  x   0.99999490  =   0.99999438
 KU4970!UTM  18      -   0.99999948  x   0.99978786  =   0.99978734
 KU4970
 KU4970|---------------------------------------------------------------------|
 KU4970| PID    Reference Object                     Distance      Geod. Az  |
 KU4970|                                                           dddmmss.s |
 KU4970| KU4990 13E 21N AZ                          278.982 METERS 07905     |
 KU4970|---------------------------------------------------------------------|
 KU4970
 KU4970                          SUPERSEDED SURVEY CONTROL
 KU4970
 KU4970  ELLIP H (01/11/99)    3.32   (m)                       GP(       ) 4 1
 KU4970  NAD 83(1996)-  40 51 17.70007(N)    073 32 03.28574(W) AD(       ) 1
 KU4970  NAD 83(1992)-  40 51 17.69994(N)    073 32 03.28549(W) AD(       ) 1
 KU4970  NAD 83(1986)-  40 51 17.70069(N)    073 32 03.28713(W) AD(       ) 1
 KU4970  NGVD 29 (03/24/92)   34.5    (m)          113.     (f) GPS OBS        
 KU4970
 KU4970.Superseded values are not recommended for survey control.
 KU4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4970.See file dsdata.txt to determine how the superseded data were derived.
 KU4970
 KU4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2354423685(NAD 83)
 KU4970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4970_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4970_STAMPING: 13E21N
 KU4970_MARK LOGO: NYDPW 
 KU4970_PROJECTION: RECESSED 8 CENTIMETERS
 KU4970_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4970+STABILITY: POSITION/ELEVATION WELL
 KU4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4970+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4970_ROD/PIPE-DEPTH: 20.6 meters
 KU4970_SLEEVE-DEPTH  : 1.52 meters
 KU4970
 KU4970  HISTORY     - Date     Condition        Report By
 KU4970  HISTORY     - 1989     MONUMENTED       SBAS
 KU4970  HISTORY     - 19910208 GOOD
 KU4970
 KU4970                          STATION DESCRIPTION
 KU4970
 KU4970'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4970'THE POINT IS LOCATED IN EAST NORWICH, TOWN OF OYSTER BAY, 76 FEET
 KU4970'(23.2 M) EAST OF THE CENTERLINE OF DEUSENBURG DRIVE AND 21 FEET
 KU4970'(6.4 M) NORTH OF THE CENTERLINE OF PEERLESS DRIVE,IN THE CONCRETE
 KU4970'SIDEWALK.
 KU4970'THE LOCATION TIES ARE 80.0 FEET (24.4 M) FROM THE LIGHT POLE, 23.8
 KU4970'FEET (7.3 M) FROM THE EASTERLY WATER VALVE AND 28.0 FEET (8.5 M) FROM
 KU4970'THE WESTERLY WATER VALVE.
 KU4970
 KU4970                          STATION RECOVERY (1991)
 KU4970
 KU4970'RECOVERED 1991
 KU4970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4990 ***********************************************************************
 KU4990  DESIGNATION -  13E 21N AZ
 KU4990  PID         -  KU4990
 KU4990  STATE/COUNTY-  NY/NASSAU
 KU4990  USGS QUAD   -  HICKSVILLE (1979)
 KU4990
 KU4990                         *CURRENT SURVEY CONTROL
 KU4990  ___________________________________________________________________
 KU4990* NAD 83(1996)-  40 51 19.41031(N)    073 31 51.59129(W)     ADJUSTED  
 KU4990* NAVD 88     -        54.6    (meters)     179.     (feet)  VERTCON   
 KU4990  ___________________________________________________________________
 KU4990  X           -   1,369,608.618 (meters)                     COMP
 KU4990  Y           -  -4,632,923.835 (meters)                     COMP
 KU4990  Z           -   4,150,305.471 (meters)                     COMP
 KU4990  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KU4990  ELLIP HEIGHT-          23.72  (meters)          (12/03/02) GPS OBS
 KU4990  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU4990
 KU4990  HORZ ORDER  -  FIRST
 KU4990  ELLP ORDER  -  FOURTH    CLASS II
 KU4990
 KU4990.The horizontal coordinates were established by GPS observations
 KU4990.and adjusted by the National Geodetic Survey in January 1999..
 KU4990
 KU4990.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4990
 KU4990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4990
 KU4990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4990
 KU4990.The ellipsoidal height was determined by GPS observations
 KU4990.and is referenced to NAD 83.
 KU4990
 KU4990.The geoid height was determined by GEOID03.
 KU4990
 KU4990;                    North         East     Units Scale Factor Converg.
 KU4990;SPC NY L     -    76,586.375   339,545.331   MT  0.99999490   +0 18 24.4
 KU4990;SPC NY L     -   251,267.13  1,113,991.64   sFT  0.99999490   +0 18 24.4
 KU4990;UTM  18      - 4,523,742.814   623,816.961   MT  0.99978869   +0 57 39.9
 KU4990
 KU4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4990!SPC NY L     -   0.99999628  x   0.99999490  =   0.99999118
 KU4990!UTM  18      -   0.99999628  x   0.99978869  =   0.99978497
 KU4990
 KU4990|---------------------------------------------------------------------|
 KU4990| PID    Reference Object                     Distance      Geod. Az  |
 KU4990|                                                           dddmmss.s |
 KU4990| KU4970 13E 21N                             278.982 METERS 25905     |
 KU4990|---------------------------------------------------------------------|
 KU4990
 KU4990                          SUPERSEDED SURVEY CONTROL
 KU4990
 KU4990  ELLIP H (01/11/99)   23.72   (m)                       GP(       ) 4 1
 KU4990  NAD 83(1996)-  40 51 19.41322(N)    073 31 51.59025(W) AD(       ) 1
 KU4990  NAD 83(1992)-  40 51 19.41308(N)    073 31 51.59001(W) AD(       ) 1
 KU4990  NAD 83(1986)-  40 51 19.41381(N)    073 31 51.59168(W) AD(       ) 1
 KU4990  NGVD 29 (03/24/92)   54.9    (m)          180.     (f) GPS OBS        
 KU4990
 KU4990.Superseded values are not recommended for survey control.
 KU4990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4990.See file dsdata.txt to determine how the superseded data were derived.
 KU4990
 KU4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2381723743(NAD 83)
 KU4990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4990_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4990_STAMPING: 13E21NAZ
 KU4990_MARK LOGO: NYDPW 
 KU4990_PROJECTION: RECESSED 8 CENTIMETERS
 KU4990_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4990+STABILITY: POSITION/ELEVATION WELL
 KU4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4990+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4990_ROD/PIPE-DEPTH: 20.6 meters
 KU4990_SLEEVE-DEPTH  : 1.52 meters
 KU4990
 KU4990  HISTORY     - Date     Condition        Report By
 KU4990  HISTORY     - 1989     MONUMENTED       SBAS
 KU4990  HISTORY     - 19910208 GOOD
 KU4990
 KU4990                          STATION DESCRIPTION
 KU4990
 KU4990'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4990'THE POINT IS LOCATED IN EAST NORWICH, TOWN OF OYSTER BAY, 40 FEET
 KU4990'(12.2 M) WEST OF THE CENTERLINE OF HILL DRIVE AND 21 FEET (6.4 M)
 KU4990'SOUTH OF THE CENTERLINE OF PEERLESS DRIVE,IN THE CONCRETE SIDEWALK.
 KU4990'THE LOCATION TIES ARE 82.5 FEET (25.1 M) FROM THE LIGHT POLE, 9.9 FEET
 KU4990'(3.0 M) FROM THE EASTERLY WATER VALVE AND 48.1 FEET (14.7 M) FROM THE
 KU4990'WESTERLY WATER VALVE.
 KU4990
 KU4990                          STATION RECOVERY (1991)
 KU4990
 KU4990'RECOVERED 1991
 KU4990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4971 ***********************************************************************
 KU4971  DESIGNATION -  13E 22N
 KU4971  PID         -  KU4971
 KU4971  STATE/COUNTY-  NY/NASSAU
 KU4971  USGS QUAD   -  BAYVILLE (1975)
 KU4971
 KU4971                         *CURRENT SURVEY CONTROL
 KU4971  ___________________________________________________________________
 KU4971* NAD 83(1996)-  40 52 30.52670(N)    073 32 08.48204(W)     ADJUSTED  
 KU4971* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU4971  ___________________________________________________________________
 KU4971  X           -   1,368,811.253 (meters)                     COMP
 KU4971  Y           -  -4,631,621.678 (meters)                     COMP
 KU4971  Z           -   4,151,930.401 (meters)                     COMP
 KU4971  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU4971  ELLIP HEIGHT-         -28.41  (meters)          (12/03/02) GPS OBS
 KU4971  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU4971
 KU4971  HORZ ORDER  -  FIRST
 KU4971  ELLP ORDER  -  FOURTH    CLASS II
 KU4971
 KU4971.The horizontal coordinates were established by GPS observations
 KU4971.and adjusted by the National Geodetic Survey in January 1999..
 KU4971
 KU4971.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4971
 KU4971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4971
 KU4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4971
 KU4971.The ellipsoidal height was determined by GPS observations
 KU4971.and is referenced to NAD 83.
 KU4971
 KU4971.The geoid height was determined by GEOID03.
 KU4971
 KU4971;                    North         East     Units Scale Factor Converg.
 KU4971;SPC NY L     -    78,777.995   339,138.098   MT  0.99999500   +0 18 13.3
 KU4971;SPC NY L     -   258,457.47  1,112,655.58   sFT  0.99999500   +0 18 13.3
 KU4971;UTM  18      - 4,525,929.186   623,384.809   MT  0.99978738   +0 57 30.2
 KU4971
 KU4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4971!SPC NY L     -   1.00000446  x   0.99999500  =   0.99999946
 KU4971!UTM  18      -   1.00000446  x   0.99978738  =   0.99979184
 KU4971
 KU4971|---------------------------------------------------------------------|
 KU4971| PID    Reference Object                     Distance      Geod. Az  |
 KU4971|                                                           dddmmss.s |
 KU4971| KU4991 13E 22N AZ                          230.262 METERS 09533     |
 KU4971|---------------------------------------------------------------------|
 KU4971
 KU4971                          SUPERSEDED SURVEY CONTROL
 KU4971
 KU4971  ELLIP H (01/11/99)  -28.40   (m)                       GP(       ) 4 1
 KU4971  NAD 83(1996)-  40 52 30.52961(N)    073 32 08.48101(W) AD(       ) 1
 KU4971  NAD 83(1992)-  40 52 30.52947(N)    073 32 08.48076(W) AD(       ) 1
 KU4971  NAD 83(1986)-  40 52 30.53029(N)    073 32 08.48247(W) AD(       ) 1
 KU4971  NGVD 29 (03/24/92)    2.8    (m)            9.     (f) GPS OBS        
 KU4971
 KU4971.Superseded values are not recommended for survey control.
 KU4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4971.See file dsdata.txt to determine how the superseded data were derived.
 KU4971
 KU4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2338525929(NAD 83)
 KU4971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4971_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4971_STAMPING: 13E22N
 KU4971_MARK LOGO: NYDPW 
 KU4971_PROJECTION: RECESSED 8 CENTIMETERS
 KU4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4971+STABILITY: POSITION/ELEVATION WELL
 KU4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4971+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 KU4971_ROD/PIPE-DEPTH: 20.6 meters
 KU4971_SLEEVE-DEPTH  : 1.52 meters
 KU4971
 KU4971  HISTORY     - Date     Condition        Report By
 KU4971  HISTORY     - 1989     MONUMENTED       SBAS
 KU4971  HISTORY     - 19910211 GOOD
 KU4971
 KU4971                          STATION DESCRIPTION
 KU4971
 KU4971'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4971'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 118 FEET
 KU4971'(36.0 M) SOUTH EAST OF THE CENTERLINE OF LARRABEE AVENUE AND 25 FEET
 KU4971'(7.6 M) NORTH EAST OF THE CENTERLINE OF SHORE ROAD,IN THE CONCRETE
 KU4971'SIDEWALK.
 KU4971'THE LOCATION TIES ARE 61.5 FEET (18.7 M) FROM THE WESTERLY UTILITY
 KU4971'POLE, 65.6 FEET (20.0 M) FROM THE EASTERLY UTILITY POLE AND 36.2 FEET
 KU4971'(11.0 M) FROM THE SOUTH WEST CORNER OF THE CURB INLET LOCATED ON THE
 KU4971'NORTH SIDE OF THE SIDEWALK..
 KU4971
 KU4971                          STATION RECOVERY (1991)
 KU4971
 KU4971'RECOVERED 1991
 KU4971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4991 ***********************************************************************
 KU4991  DESIGNATION -  13E 22N AZ
 KU4991  PID         -  KU4991
 KU4991  STATE/COUNTY-  NY/NASSAU
 KU4991  USGS QUAD   -  HICKSVILLE (1979)
 KU4991
 KU4991                         *CURRENT SURVEY CONTROL
 KU4991  ___________________________________________________________________
 KU4991* NAD 83(1996)-  40 52 29.80452(N)    073 31 58.69421(W)     ADJUSTED  
 KU4991* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU4991  ___________________________________________________________________
 KU4991  X           -   1,369,035.069 (meters)                     COMP
 KU4991  Y           -  -4,631,570.367 (meters)                     COMP
 KU4991  Z           -   4,151,913.255 (meters)                     COMP
 KU4991  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KU4991  ELLIP HEIGHT-         -28.87  (meters)          (12/03/02) GPS OBS
 KU4991  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU4991
 KU4991  HORZ ORDER  -  FIRST
 KU4991  ELLP ORDER  -  FOURTH    CLASS II
 KU4991
 KU4991.The horizontal coordinates were established by GPS observations
 KU4991.and adjusted by the National Geodetic Survey in January 1999..
 KU4991
 KU4991.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4991
 KU4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4991
 KU4991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4991
 KU4991.The ellipsoidal height was determined by GPS observations
 KU4991.and is referenced to NAD 83.
 KU4991
 KU4991.The geoid height was determined by GEOID03.
 KU4991
 KU4991;                    North         East     Units Scale Factor Converg.
 KU4991;SPC NY L     -    78,756.936   339,367.393   MT  0.99999499   +0 18 19.7
 KU4991;SPC NY L     -   258,388.38  1,113,407.86   sFT  0.99999499   +0 18 19.7
 KU4991;UTM  18      - 4,525,910.752   623,614.283   MT  0.99978807   +0 57 36.6
 KU4991
 KU4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4991!SPC NY L     -   1.00000453  x   0.99999499  =   0.99999952
 KU4991!UTM  18      -   1.00000453  x   0.99978807  =   0.99979260
 KU4991
 KU4991|---------------------------------------------------------------------|
 KU4991| PID    Reference Object                     Distance      Geod. Az  |
 KU4991|                                                           dddmmss.s |
 KU4991| KU4971 13E 22N                             230.262 METERS 27533     |
 KU4991|---------------------------------------------------------------------|
 KU4991
 KU4991                          SUPERSEDED SURVEY CONTROL
 KU4991
 KU4991  ELLIP H (01/11/99)  -28.86   (m)                       GP(       ) 4 1
 KU4991  NAD 83(1996)-  40 52 29.80743(N)    073 31 58.69317(W) AD(       ) 1
 KU4991  NAD 83(1992)-  40 52 29.80729(N)    073 31 58.69293(W) AD(       ) 1
 KU4991  NAD 83(1986)-  40 52 29.80811(N)    073 31 58.69459(W) AD(       ) 1
 KU4991  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU4991
 KU4991.Superseded values are not recommended for survey control.
 KU4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4991.See file dsdata.txt to determine how the superseded data were derived.
 KU4991
 KU4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2361425911(NAD 83)
 KU4991_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4991_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4991_STAMPING: 13E22NAZ
 KU4991_MARK LOGO: NYDPW 
 KU4991_PROJECTION: RECESSED 8 CENTIMETERS
 KU4991_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4991+STABILITY: POSITION/ELEVATION WELL
 KU4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4991+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU4991_ROD/PIPE-DEPTH: 20.6 meters
 KU4991_SLEEVE-DEPTH  : 1.52 meters
 KU4991
 KU4991  HISTORY     - Date     Condition        Report By
 KU4991  HISTORY     - 1989     MONUMENTED       SBAS
 KU4991  HISTORY     - 19910208 GOOD
 KU4991
 KU4991                          STATION DESCRIPTION
 KU4991
 KU4991'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4991'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 405 FEET
 KU4991'(123.4 M) SOUTH WEST OF THE CENTERLINE OF RAILROAD AVENUE AND 16 FEET
 KU4991'(4.9 M) NORTH WEST OF THE CENTERLINE OF MAXWELL AVENUE,IN THE GRASS
 KU4991'AREA BEHIND THE CURB.
 KU4991'THE LOCATION TIES ARE 32.5 FEET (9.9 M) FROM THE UTILITY POLE NUMBER
 KU4991'1, 8.8 FEET (2.7 M) FROM THE MANHOLE AND 74.6 FEET (22.7 M) FROM THE
 KU4991'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 11.
 KU4991
 KU4991                          STATION RECOVERY (1991)
 KU4991
 KU4991'RECOVERED 1991
 KU4991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4972 ***********************************************************************
 KU4972  DESIGNATION -  13E 23N
 KU4972  PID         -  KU4972
 KU4972  STATE/COUNTY-  NY/NASSAU
 KU4972  USGS QUAD   -  BAYVILLE (1975)
 KU4972
 KU4972                         *CURRENT SURVEY CONTROL
 KU4972  ___________________________________________________________________
 KU4972* NAD 83(1996)-  40 53 18.25954(N)    073 31 50.00985(W)     ADJUSTED  
 KU4972* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 KU4972  ___________________________________________________________________
 KU4972  X           -   1,368,955.190 (meters)                     COMP
 KU4972  Y           -  -4,630,582.920 (meters)                     COMP
 KU4972  Z           -   4,153,050.897 (meters)                     COMP
 KU4972  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KU4972  ELLIP HEIGHT-         -17.35  (meters)          (12/03/02) GPS OBS
 KU4972  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU4972
 KU4972  HORZ ORDER  -  FIRST
 KU4972  ELLP ORDER  -  FOURTH    CLASS II
 KU4972
 KU4972.The horizontal coordinates were established by GPS observations
 KU4972.and adjusted by the National Geodetic Survey in January 1999..
 KU4972
 KU4972.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4972
 KU4972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4972
 KU4972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4972
 KU4972.The ellipsoidal height was determined by GPS observations
 KU4972.and is referenced to NAD 83.
 KU4972
 KU4972.The geoid height was determined by GEOID03.
 KU4972
 KU4972;                    North         East     Units Scale Factor Converg.
 KU4972;SPC NY L     -    80,252.719   339,562.723   MT  0.99999512   +0 18 25.4
 KU4972;SPC NY L     -   263,295.80  1,114,048.70   sFT  0.99999512   +0 18 25.4
 KU4972;UTM  18      - 4,527,408.360   623,792.469   MT  0.99978862   +0 57 43.2
 KU4972
 KU4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4972!SPC NY L     -   1.00000272  x   0.99999512  =   0.99999784
 KU4972!UTM  18      -   1.00000272  x   0.99978862  =   0.99979134
 KU4972
 KU4972|---------------------------------------------------------------------|
 KU4972| PID    Reference Object                     Distance      Geod. Az  |
 KU4972|                                                           dddmmss.s |
 KU4972| KU4992 13E 23N AZ                          247.867 METERS 06338     |
 KU4972|---------------------------------------------------------------------|
 KU4972
 KU4972                          SUPERSEDED SURVEY CONTROL
 KU4972
 KU4972  ELLIP H (01/11/99)  -17.34   (m)                       GP(       ) 4 1
 KU4972  NAD 83(1996)-  40 53 18.26243(N)    073 31 50.00883(W) AD(       ) 1
 KU4972  NAD 83(1992)-  40 53 18.26229(N)    073 31 50.00859(W) AD(       ) 1
 KU4972  NAD 83(1986)-  40 53 18.26327(N)    073 31 50.01029(W) AD(       ) 1
 KU4972  NGVD 29 (03/24/92)   13.8    (m)           45.     (f) GPS OBS        
 KU4972
 KU4972.Superseded values are not recommended for survey control.
 KU4972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4972.See file dsdata.txt to determine how the superseded data were derived.
 KU4972
 KU4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2379227408(NAD 83)
 KU4972_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4972_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4972_STAMPING: 13E23N
 KU4972_MARK LOGO: NYDPW 
 KU4972_PROJECTION: RECESSED 8 CENTIMETERS
 KU4972_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4972+STABILITY: POSITION/ELEVATION WELL
 KU4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4972+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1991
 KU4972_ROD/PIPE-DEPTH: 15.2 meters
 KU4972_SLEEVE-DEPTH  : 1.52 meters
 KU4972
 KU4972  HISTORY     - Date     Condition        Report By
 KU4972  HISTORY     - 1989     MONUMENTED       SBAS
 KU4972  HISTORY     - 19910211 GOOD
 KU4972
 KU4972                          STATION DESCRIPTION
 KU4972
 KU4972'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4972'THE POINT IS LOCATED IN CENTRE ISLAND, TOWN OF OYSTER BAY, 11 FEET
 KU4972'(3.4 M) SOUTH OF THE CENTERLINE OF CENTRE ISLAND ROAD AND 1.2 MILES
 KU4972'(1.9 KM) SOUTH OF THE CENTERLINE OF SEWANHAKA ROAD,IN THE GRASS AREA
 KU4972'BETWEEN THE EDGE OF THE ROAD AND THE STOCKADE FENCE.
 KU4972'THE LOCATION TIES ARE 60.3 FEET (18.4 M) FROM THE NEW YORK TELEPHONE
 KU4972'UTILITY POLE NUMBER 160, 53.6 FEET (16.3 M) FROM THE UTILITY POLE AND
 KU4972'113.7 FEET (34.7 M) FROM THE SOUTH WEST CORNER OF THE STONE PILLAR.
 KU4972
 KU4972                          STATION RECOVERY (1991)
 KU4972
 KU4972'RECOVERED 1991
 KU4972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4992 ***********************************************************************
 KU4992  DESIGNATION -  13E 23N AZ
 KU4992  PID         -  KU4992
 KU4992  STATE/COUNTY-  NY/NASSAU
 KU4992  USGS QUAD   -  BAYVILLE (1975)
 KU4992
 KU4992                         *CURRENT SURVEY CONTROL
 KU4992  ___________________________________________________________________
 KU4992* NAD 83(1996)-  40 53 21.82699(N)    073 31 40.52258(W)     ADJUSTED  
 KU4992* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 KU4992  ___________________________________________________________________
 KU4992  X           -   1,369,148.082 (meters)                     COMP
 KU4992  Y           -  -4,630,451.993 (meters)                     COMP
 KU4992  Z           -   4,153,135.105 (meters)                     COMP
 KU4992  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU4992  ELLIP HEIGHT-         -15.80  (meters)          (12/03/02) GPS OBS
 KU4992  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KU4992
 KU4992  HORZ ORDER  -  FIRST
 KU4992  ELLP ORDER  -  FOURTH    CLASS II
 KU4992
 KU4992.The horizontal coordinates were established by GPS observations
 KU4992.and adjusted by the National Geodetic Survey in January 1999..
 KU4992
 KU4992.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4992
 KU4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4992
 KU4992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4992
 KU4992.The ellipsoidal height was determined by GPS observations
 KU4992.and is referenced to NAD 83.
 KU4992
 KU4992.The geoid height was determined by GEOID03.
 KU4992
 KU4992;                    North         East     Units Scale Factor Converg.
 KU4992;SPC NY L     -    80,363.958   339,784.226   MT  0.99999513   +0 18 31.6
 KU4992;SPC NY L     -   263,660.75  1,114,775.41   sFT  0.99999513   +0 18 31.6
 KU4992;UTM  18      - 4,527,522.100   624,012.640   MT  0.99978929   +0 57 49.5
 KU4992
 KU4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4992!SPC NY L     -   1.00000248  x   0.99999513  =   0.99999761
 KU4992!UTM  18      -   1.00000248  x   0.99978929  =   0.99979177
 KU4992
 KU4992|---------------------------------------------------------------------|
 KU4992| PID    Reference Object                     Distance      Geod. Az  |
 KU4992|                                                           dddmmss.s |
 KU4992| KU4972 13E 23N                             247.867 METERS 24339     |
 KU4992|---------------------------------------------------------------------|
 KU4992
 KU4992                          SUPERSEDED SURVEY CONTROL
 KU4992
 KU4992  ELLIP H (01/11/99)  -15.80   (m)                       GP(       ) 4 1
 KU4992  NAD 83(1996)-  40 53 21.82987(N)    073 31 40.52155(W) AD(       ) 1
 KU4992  NAD 83(1992)-  40 53 21.82973(N)    073 31 40.52132(W) AD(       ) 1
 KU4992  NAD 83(1986)-  40 53 21.83065(N)    073 31 40.52310(W) AD(       ) 1
 KU4992  NGVD 29 (03/24/92)   15.3    (m)           50.     (f) GPS OBS        
 KU4992
 KU4992.Superseded values are not recommended for survey control.
 KU4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4992.See file dsdata.txt to determine how the superseded data were derived.
 KU4992
 KU4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2401327522(NAD 83)
 KU4992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4992_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4992_STAMPING: 13E23NAZ
 KU4992_MARK LOGO: NYDPW 
 KU4992_PROJECTION: RECESSED 8 CENTIMETERS
 KU4992_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4992+STABILITY: POSITION/ELEVATION WELL
 KU4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4992+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1991
 KU4992_ROD/PIPE-DEPTH: 13.0 meters
 KU4992_SLEEVE-DEPTH  : 1.52 meters
 KU4992
 KU4992  HISTORY     - Date     Condition        Report By
 KU4992  HISTORY     - 1989     MONUMENTED       SBAS
 KU4992  HISTORY     - 19910207 GOOD
 KU4992
 KU4992                          STATION DESCRIPTION
 KU4992
 KU4992'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4992'THE POINT IS LOCATED IN CENTRE ISLAND, TOWN OF OYSTER BAY, 11 FEET
 KU4992'(3.4 M) EAST OF THE CENTERLINE OF CENTRE ISLAND ROAD AND 1 MILE
 KU4992'(1.6 KM) SOUTH OF THE CENTERLINE OF SEWANHAKA ROAD,IN THE GRASS AREA
 KU4992'ADJACENT TO THE EDGE OF THE ROAD.
 KU4992'THE LOCATION TIES ARE 49.2 FEET (15.0 M) FROM THE NEW YORK TELEPHONE
 KU4992'UTILITY POLE NUMBER 153, 43.0 FEET (13.1 M) FROM THE LONG ISLAND
 KU4992'LIGHTING COMPANY UTILITY POLE NUMBER 153 AND 45.8 FEET (14.0 M) FROM
 KU4992'THE SOUTH EAST CORNER OF THE STONE PILLAR OF HOUSE NUMBER 528.
 KU4992
 KU4992                          STATION RECOVERY (1991)
 KU4992
 KU4992'RECOVERED 1991
 KU4992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4973 ***********************************************************************
 KU4973  DESIGNATION -  13E 25N
 KU4973  PID         -  KU4973
 KU4973  STATE/COUNTY-  NY/NASSAU
 KU4973  USGS QUAD   -  BAYVILLE (1975)
 KU4973
 KU4973                         *CURRENT SURVEY CONTROL
 KU4973  ___________________________________________________________________
 KU4973* NAD 83(1996)-  40 54 52.37605(N)    073 31 41.96025(W)     ADJUSTED  
 KU4973* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KU4973  ___________________________________________________________________
 KU4973  X           -   1,368,594.764 (meters)                     COMP
 KU4973  Y           -  -4,628,699.325 (meters)                     COMP
 KU4973  Z           -   4,155,238.764 (meters)                     COMP
 KU4973  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KU4973  ELLIP HEIGHT-         -27.33  (meters)          (12/03/02) GPS OBS
 KU4973  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU4973
 KU4973  HORZ ORDER  -  FIRST
 KU4973  ELLP ORDER  -  FOURTH    CLASS II
 KU4973
 KU4973.The horizontal coordinates were established by GPS observations
 KU4973.and adjusted by the National Geodetic Survey in January 1999..
 KU4973
 KU4973.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4973
 KU4973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4973
 KU4973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4973
 KU4973.The ellipsoidal height was determined by GPS observations
 KU4973.and is referenced to NAD 83.
 KU4973
 KU4973.The geoid height was determined by GEOID03.
 KU4973
 KU4973;                    North         East     Units Scale Factor Converg.
 KU4973;SPC NY L     -    83,156.961   339,735.530   MT  0.99999553   +0 18 30.7
 KU4973;SPC NY L     -   272,824.13  1,114,615.65   sFT  0.99999553   +0 18 30.7
 KU4973;SPC CT       -   161,715.161   239,230.011   MT  1.00004111   -0 30 57.9
 KU4973;SPC CT       -   530,560.49    784,873.79   sFT  1.00004111   -0 30 57.9
 KU4973;UTM  18      - 4,530,313.788   623,932.025   MT  0.99978904   +0 57 50.3
 KU4973
 KU4973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4973!SPC NY L     -   1.00000429  x   0.99999553  =   0.99999982
 KU4973!SPC CT       -   1.00000429  x   1.00004111  =   1.00004540
 KU4973!UTM  18      -   1.00000429  x   0.99978904  =   0.99979333
 KU4973
 KU4973|---------------------------------------------------------------------|
 KU4973| PID    Reference Object                     Distance      Geod. Az  |
 KU4973|                                                           dddmmss.s |
 KU4973| KU4993 13E 25N AZ                          148.652 METERS 22456     |
 KU4973|---------------------------------------------------------------------|
 KU4973
 KU4973                          SUPERSEDED SURVEY CONTROL
 KU4973
 KU4973  ELLIP H (01/11/99)  -27.32   (m)                       GP(       ) 4 1
 KU4973  NAD 83(1996)-  40 54 52.37893(N)    073 31 41.95923(W) AD(       ) 1
 KU4973  NAD 83(1992)-  40 54 52.37879(N)    073 31 41.95899(W) AD(       ) 1
 KU4973  NAD 83(1986)-  40 54 52.37975(N)    073 31 41.96083(W) AD(       ) 1
 KU4973  NGVD 29 (03/24/92)    3.7    (m)           12.     (f) GPS OBS        
 KU4973
 KU4973.Superseded values are not recommended for survey control.
 KU4973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4973.See file dsdata.txt to determine how the superseded data were derived.
 KU4973
 KU4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2393230314(NAD 83)
 KU4973_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4973_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4973_STAMPING: 13E25N
 KU4973_MARK LOGO: NYDPW 
 KU4973_PROJECTION: RECESSED 8 CENTIMETERS
 KU4973_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4973+STABILITY: POSITION/ELEVATION WELL
 KU4973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4973+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1991
 KU4973_ROD/PIPE-DEPTH: 20.6 meters
 KU4973_SLEEVE-DEPTH  : 1.52 meters
 KU4973
 KU4973  HISTORY     - Date     Condition        Report By
 KU4973  HISTORY     - 1989     MONUMENTED       SBAS
 KU4973  HISTORY     - 19910829 GOOD
 KU4973
 KU4973                          STATION DESCRIPTION
 KU4973
 KU4973'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4973'THE POINT IS LOCATED IN BAYVILLE,TOWN OF OYSTER BAY,0.5 MILES EAST OF
 KU4973'THE CENTERLINE OF WEST HARBOR DRIVE AND 18 FEET (5.5 M) NORTH OF THE
 KU4973'CENTERLINE OF CENTRE ISLAND ROAD,IN THE PAVED ROADWAY.
 KU4973'THE LOCATION TIES ARE 37.4 FEET (11.4 M) FROM THE NORTH WEST CORNER OF
 KU4973'THE POLICE BOOTH,48.1 FEET FROM THE LONG ISLAND LIGHTING COMPANY
 KU4973'UTILITY POLE NUMBER 54 AND 31.1 FEET (9.5 M) FROM THE UTILITY POLE ON
 KU4973'THE NORTH SIDE OF THE ROAD.
 KU4973
 KU4973                          STATION RECOVERY (1991)
 KU4973
 KU4973'RECOVERED 1991
 KU4973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4993 ***********************************************************************
 KU4993  DESIGNATION -  13E 25N AZ
 KU4993  PID         -  KU4993
 KU4993  STATE/COUNTY-  NY/NASSAU
 KU4993  USGS QUAD   -  BAYVILLE (1975)
 KU4993
 KU4993                         *CURRENT SURVEY CONTROL
 KU4993  ___________________________________________________________________
 KU4993* NAD 83(1996)-  40 54 48.96433(N)    073 31 46.44641(W)     ADJUSTED  
 KU4993* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 KU4993  ___________________________________________________________________
 KU4993  X           -   1,368,513.655 (meters)                     COMP
 KU4993  Y           -  -4,628,795.261 (meters)                     COMP
 KU4993  Z           -   4,155,159.297 (meters)                     COMP
 KU4993  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KU4993  ELLIP HEIGHT-         -27.23  (meters)          (12/03/02) GPS OBS
 KU4993  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KU4993
 KU4993  HORZ ORDER  -  FIRST
 KU4993  ELLP ORDER  -  FOURTH    CLASS II
 KU4993
 KU4993.The horizontal coordinates were established by GPS observations
 KU4993.and adjusted by the National Geodetic Survey in January 1999..
 KU4993
 KU4993.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4993
 KU4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4993
 KU4993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4993
 KU4993.The ellipsoidal height was determined by GPS observations
 KU4993.and is referenced to NAD 83.
 KU4993
 KU4993.The geoid height was determined by GEOID03.
 KU4993
 KU4993;                    North         East     Units Scale Factor Converg.
 KU4993;SPC NY L     -    83,051.154   339,631.116   MT  0.99999551   +0 18 27.7
 KU4993;SPC NY L     -   272,476.99  1,114,273.09   sFT  0.99999551   +0 18 27.7
 KU4993;SPC CT       -   161,610.863   239,124.081   MT  1.00004129   -0 31 00.8
 KU4993;SPC CT       -   530,218.31    784,526.26   sFT  1.00004129   -0 31 00.8
 KU4993;UTM  18      - 4,530,206.816   623,828.850   MT  0.99978873   +0 57 47.3
 KU4993
 KU4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4993!SPC NY L     -   1.00000427  x   0.99999551  =   0.99999978
 KU4993!SPC CT       -   1.00000427  x   1.00004129  =   1.00004556
 KU4993!UTM  18      -   1.00000427  x   0.99978873  =   0.99979300
 KU4993
 KU4993|---------------------------------------------------------------------|
 KU4993| PID    Reference Object                     Distance      Geod. Az  |
 KU4993|                                                           dddmmss.s |
 KU4993| KU4973 13E 25N                             148.652 METERS 04456     |
 KU4993|---------------------------------------------------------------------|
 KU4993
 KU4993                          SUPERSEDED SURVEY CONTROL
 KU4993
 KU4993  ELLIP H (01/11/99)  -27.23   (m)                       GP(       ) 4 1
 KU4993  NAD 83(1996)-  40 54 48.96721(N)    073 31 46.44538(W) AD(       ) 1
 KU4993  NAD 83(1992)-  40 54 48.96707(N)    073 31 46.44514(W) AD(       ) 1
 KU4993  NAD 83(1986)-  40 54 48.96801(N)    073 31 46.44700(W) AD(       ) 1
 KU4993  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4993
 KU4993.Superseded values are not recommended for survey control.
 KU4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4993.See file dsdata.txt to determine how the superseded data were derived.
 KU4993
 KU4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2382930207(NAD 83)
 KU4993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4993_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4993_STAMPING: 13E25NAZ
 KU4993_MARK LOGO: NYDPW 
 KU4993_PROJECTION: RECESSED 8 CENTIMETERS
 KU4993_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4993+STABILITY: POSITION/ELEVATION WELL
 KU4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4993+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1991
 KU4993_ROD/PIPE-DEPTH: 20.6 meters
 KU4993_SLEEVE-DEPTH  : 1.52 meters
 KU4993
 KU4993  HISTORY     - Date     Condition        Report By
 KU4993  HISTORY     - 1989     MONUMENTED       SBAS
 KU4993  HISTORY     - 19910829 GOOD
 KU4993
 KU4993                          STATION DESCRIPTION
 KU4993
 KU4993'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4993'THE POINT IS LOCATED IN BAYVILLE,TOWN OF OYSTER BAY,0.4 MILES EAST OF
 KU4993'THE CENTERLINE OF WEST HARBOR DRIVE AND 17 FEET (5.2 M) NORTH OF THE
 KU4993'CENTERLINE OF CENTRE ISLAND ROAD,IN THE GRASS BETWEEN THE SIDEWALK
 KU4993'AND THE PAVED ROADWAY.
 KU4993'THE LOCATION TIES ARE 22.3 FEET (6.8 M) FROM THE LONG ISLAND LIGHTING
 KU4993'COMPANY UTILITY GUY POLE,49.5 FEET FROM THE LONG ISLAND LIGHTING
 KU4993'COMPANY UTILITY POLE NUMBER 52,109.7 FEET FROM THE NEW YORK TELEPHONE
 KU4993'UTILITY POLE NUMBER 52-S AND 4.3 FEET (1.3 M) FROM THE EDGE OF THE
 KU4993'SIDEWALK.
 KU4993
 KU4993                          STATION RECOVERY (1991)
 KU4993
 KU4993'RECOVERED 1991
 KU4993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0796 ***********************************************************************
 PH0796  DESIGNATION -  14
 PH0796  PID         -  PH0796
 PH0796  STATE/COUNTY-  NY/ST LAWRENCE
 PH0796  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0796
 PH0796                         *CURRENT SURVEY CONTROL
 PH0796  ___________________________________________________________________
 PH0796* NAD 83(1986)-  44 47 24.     (N)    075 21 01.     (W)     SCALED    
 PH0796* NAVD 88     -        83.310  (meters)     273.33   (feet)  ADJUSTED  
 PH0796  ___________________________________________________________________
 PH0796  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 PH0796  DYNAMIC HT  -          83.306 (meters)     273.31  (feet)  COMP
 PH0796  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 PH0796
 PH0796  VERT ORDER  -  FIRST     CLASS 0
 PH0796
 PH0796.The horizontal coordinates were scaled from a topographic map and have
 PH0796.an estimated accuracy of +/- 6 seconds.
 PH0796
 PH0796.The orthometric height was determined by differential leveling
 PH0796.and adjusted by the National Geodetic Survey in June 1991..
 PH0796
 PH0796.The geoid height was determined by GEOID03.
 PH0796
 PH0796.The dynamic height is computed by dividing the NAVD 88
 PH0796.geopotential number by the normal gravity value computed on the
 PH0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0796.degrees latitude (g = 980.6199 gals.).
 PH0796
 PH0796.The modeled gravity was interpolated from observed gravity values.
 PH0796
 PH0796;                    North         East    Units  Estimated Accuracy
 PH0796;SPC NY E     -   661,890.       82,720.      MT  (+/- 180 meters Scaled)
 PH0796
 PH0796                          SUPERSEDED SURVEY CONTROL
 PH0796
 PH0796  NGVD 29 (??/??/92)   83.436  (m)          273.74   (f) ADJ UNCH    1 0
 PH0796
 PH0796.Superseded values are not recommended for survey control.
 PH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0796.See file dsdata.txt to determine how the superseded data were derived.
 PH0796
 PH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ722596(NAD 83)
 PH0796_MARKER: B = BOLT
 PH0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0796+STABILITY: SURFACE MOTION
 PH0796
 PH0796  HISTORY     - Date     Condition        Report By
 PH0796  HISTORY     - UNK      MONUMENTED       USLS
 PH0796  HISTORY     - 1969     GOOD             USLS
 PH0796
 PH0796                          STATION DESCRIPTION
 PH0796
 PH0796'DESCRIBED BY US LAKE SURVEY 1969
 PH0796'9.7 MI NE FROM OGDENSBURG.
 PH0796'IS IN ST. LAWRENCE COUNTY, NEW YORK, 9.7 MILES DOWNRIVER FROM THE
 PH0796'INTERSECTION OF HIGHWAYS 37 AND 87 JUST SOUTHEAST OF OGDENSBURG, ON
 PH0796'RIVER SIDE OF A CURVE IN HIGHWAY 37, 101.4 FEET UPRIVER FROM AN 8-INCH
 PH0796'DIAMETER 4 FOOT HIGH PLOW MARKER ON RIVER SIDE OF THE ROAD, 66.5 FEET
 PH0796'FROM CENTERLINE OF THE HIGHWAY 27.6 FEET DOWNRIVER FROM MOST EASTERLY
 PH0796'TREE OF A ROW OF MAPLES, 5.8 FEET DOWNRIVER FROM A FENCE CORNER, 1.2
 PH0796'FEET SOUTH OF LINE OF A ROAD FENCE, 1-1/2 FEET BELOW THE GROUND
 PH0796'SURFACE, BEING HIGHEST POINT ON TOP OF 1/4-INCH BRASS BOLT SET INTO
 PH0796'THE PROJECTING 1/2-INCH ABOVE A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0532 ***********************************************************************
 PH0532  DESIGNATION -  14
 PH0532  PID         -  PH0532
 PH0532  STATE/COUNTY-  NY/ST LAWRENCE
 PH0532  USGS QUAD   -  MASSENA (1964)
 PH0532
 PH0532                         *CURRENT SURVEY CONTROL
 PH0532  ___________________________________________________________________
 PH0532* NAD 83(1986)-  44 58 34.     (N)    074 53 32.     (W)     SCALED    
 PH0532* NAVD 88     -        58.65   (+/-2cm)     192.4    (feet)  VERTCON   
 PH0532  ___________________________________________________________________
 PH0532  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 PH0532
 PH0532  VERT ORDER  -  ? (See Below)
 PH0532
 PH0532.The horizontal coordinates were scaled from a topographic map and have
 PH0532.an estimated accuracy of +/- 6 seconds.
 PH0532
 PH0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0532.The vertical order pertains to the NGVD 29 superseded value.
 PH0532
 PH0532.The geoid height was determined by GEOID03.
 PH0532
 PH0532;                    North         East    Units  Estimated Accuracy
 PH0532;SPC NY E     -   682,300.      119,070.      MT  (+/- 180 meters Scaled)
 PH0532
 PH0532                          SUPERSEDED SURVEY CONTROL
 PH0532
 PH0532  NGVD 29 (??/??/92)   58.768  (m)          192.81   (f) ADJ UNCH    ?  
 PH0532
 PH0532.Superseded values are not recommended for survey control.
 PH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0532.See file dsdata.txt to determine how the superseded data were derived.
 PH0532
 PH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ084803(NAD 83)
 PH0532_MARKER: R = RIVET
 PH0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0532_SP_SET: CONCRETE SLAB
 PH0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0532
 PH0532  HISTORY     - Date     Condition        Report By
 PH0532  HISTORY     - UNK      MONUMENTED       LOCENG
 PH0532  HISTORY     - 1943     GOOD             NGS
 PH0532
 PH0532                          STATION DESCRIPTION
 PH0532
 PH0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0532'IN TRACY POINT.
 PH0532'AT TRACY POINT, ST. LAWRENCE COUNTY, ABOUT 0.3 MILE SOUTHWEST OF THE
 PH0532'FERRY DOCK AT TRACY LANDING, AT THE FOOT OF A BANK, 38 FEET FROM THE
 PH0532'WATERS EDGE, AT THE END OF THE POINT, 6 FEET NORTHEAST OF A
 PH0532'TRIANGULAR-BLAZED 16-INCH POPLAR TREE, 34 FEET WEST OF A
 PH0532'TRIANGULAR-BLAZED 18-INCH BASSWOOD TREE, 42 FEET EAST OF A FENCE, 75
 PH0532'FEET NORTH OF AN AUTOMATIC GAGE, SET IN CONCRETE INSIDE A 6-INCH IRON
 PH0532'PIPE COVERED WITH A CONCRETE SLAB, PROJECTING ABOUT 1-1/2 FEET ABOVE
 PH0532'THE GROUND, AND ABOUT 7 INCHES BELOW THE TOP OF THE PIPE.  THE TOP OF
 PH0532'A 3/8-INCH BRASS RIVET PROJECTING ABOUT 1/4 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4554 ***********************************************************************
 KU4554  DESIGNATION -  14 E 20 N AZ MK
 KU4554  PID         -  KU4554
 KU4554  STATE/COUNTY-  NY/NASSAU
 KU4554  USGS QUAD   -  HICKSVILLE (1979)
 KU4554
 KU4554                         *CURRENT SURVEY CONTROL
 KU4554  ___________________________________________________________________
 KU4554* NAD 83(1996)-  40 50 46.01037(N)    073 30 45.05062(W)     ADJUSTED  
 KU4554* NAVD 88     -        72.63   (+/-2cm)     238.3    (feet)  VERTCON   
 KU4554  ___________________________________________________________________
 KU4554  X           -   1,371,298.247 (meters)                     COMP
 KU4554  Y           -  -4,633,141.030 (meters)                     COMP
 KU4554  Z           -   4,149,537.908 (meters)                     COMP
 KU4554  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KU4554  ELLIP HEIGHT-          41.73  (meters)          (12/03/02) GPS OBS
 KU4554  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 KU4554
 KU4554  HORZ ORDER  -  FIRST
 KU4554  VERT ORDER  -  THIRD (See Below)
 KU4554  ELLP ORDER  -  FOURTH    CLASS II
 KU4554
 KU4554.The horizontal coordinates were established by GPS observations
 KU4554.and adjusted by the National Geodetic Survey in January 1999..
 KU4554
 KU4554.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4554.The vertical order pertains to the NGVD 29 superseded value.
 KU4554
 KU4554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4554
 KU4554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4554
 KU4554.The ellipsoidal height was determined by GPS observations
 KU4554.and is referenced to NAD 83.
 KU4554
 KU4554.The geoid height was determined by GEOID03.
 KU4554
 KU4554;                    North         East     Units Scale Factor Converg.
 KU4554;SPC NY L     -    75,564.601   341,109.542   MT  0.99999490   +0 19 07.9
 KU4554;SPC NY L     -   247,914.86  1,119,123.56   sFT  0.99999490   +0 19 07.9
 KU4554;UTM  18      - 4,522,739.170   625,392.416   MT  0.99979353   +0 58 22.8
 KU4554
 KU4554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4554!SPC NY L     -   0.99999345  x   0.99999490  =   0.99998835
 KU4554!UTM  18      -   0.99999345  x   0.99979353  =   0.99978699
 KU4554
 KU4554|---------------------------------------------------------------------|
 KU4554| PID    Reference Object                     Distance      Geod. Az  |
 KU4554|                                                           dddmmss.s |
 KU4554| KU5009 14E 20N                             347.824 METERS 26530     |
 KU4554|---------------------------------------------------------------------|
 KU4554
 KU4554                          SUPERSEDED SURVEY CONTROL
 KU4554
 KU4554  ELLIP H (01/11/99)   41.73   (m)                       GP(       ) 4 1
 KU4554  NAD 83(1996)-  40 50 46.01329(N)    073 30 45.04958(W) AD(       ) 1
 KU4554  NAD 83(1992)-  40 50 46.01315(N)    073 30 45.04933(W) AD(       ) 1
 KU4554  NAD 83(1986)-  40 50 46.01401(N)    073 30 45.05081(W) AD(       ) 1
 KU4554  NGVD 29 (03/24/92)   72.95   (m)          239.3    (f) LEVELING    3  
 KU4554
 KU4554.Superseded values are not recommended for survey control.
 KU4554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4554.See file dsdata.txt to determine how the superseded data were derived.
 KU4554
 KU4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2539222739(NAD 83)
 KU4554_MARKER: DD = SURVEY DISK
 KU4554_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4554_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4554_STAMPING: 14E20NAZ
 KU4554_MARK LOGO: NY-059
 KU4554_PROJECTION: RECESSED 8 CENTIMETERS
 KU4554_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4554+STABILITY: POSITION/ELEVATION WELL
 KU4554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4554+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 KU4554_ROD/PIPE-DEPTH: 17.9 meters
 KU4554_SLEEVE-DEPTH  : 1.52 meters
 KU4554
 KU4554  HISTORY     - Date     Condition        Report By
 KU4554  HISTORY     - 1989     MONUMENTED       SBAS
 KU4554  HISTORY     - 19900425 GOOD
 KU4554
 KU4554                          STATION DESCRIPTION
 KU4554
 KU4554'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4554'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 17 FEET (5.2
 KU4554'M) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF ROUTE 25A AND
 KU4554'340 FEET (103.6 M) EAST OF THE CENTERLINE OF PLEASANT LANE,IN THE
 KU4554'GRASS AREA OF THE MEDIAN.  THE LOCATION TIES AE 34.0 FEET (10.4 M)
 KU4554'FROM THE CATCH BASIN ON THE NORTH SIDE OF ROUTE 25A, 40.6 FEET (12.4
 KU4554'M) FROM THE CATCH BASIN ON THE SOUTH SIDE OF ROUTE 25A AND 73.8 FEET
 KU4554'(22.5 M) FROM THE UTILITY POLE NUMBER 101X.
 KU4554
 KU4554                          STATION RECOVERY (1990)
 KU4554
 KU4554'RECOVERED 1990
 KU4554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4555 ***********************************************************************
 KU4555  DESIGNATION -  14 E 21 N
 KU4555  PID         -  KU4555
 KU4555  STATE/COUNTY-  NY/NASSAU
 KU4555  USGS QUAD   -  HICKSVILLE (1979)
 KU4555
 KU4555                         *CURRENT SURVEY CONTROL
 KU4555  ___________________________________________________________________
 KU4555* NAD 83(1996)-  40 51 18.86326(N)    073 30 40.27867(W)     ADJUSTED  
 KU4555* NAVD 88     -        67.6    (meters)     222.     (feet)  VERTCON   
 KU4555  ___________________________________________________________________
 KU4555  X           -   1,371,216.218 (meters)                     COMP
 KU4555  Y           -  -4,632,470.060 (meters)                     COMP
 KU4555  Z           -   4,150,301.218 (meters)                     COMP
 KU4555  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU4555  ELLIP HEIGHT-          36.73  (meters)          (12/03/02) GPS OBS
 KU4555  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 KU4555
 KU4555  HORZ ORDER  -  FIRST
 KU4555  ELLP ORDER  -  FOURTH    CLASS II
 KU4555
 KU4555.The horizontal coordinates were established by GPS observations
 KU4555.and adjusted by the National Geodetic Survey in January 1999..
 KU4555
 KU4555.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4555
 KU4555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4555
 KU4555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4555
 KU4555.The ellipsoidal height was determined by GPS observations
 KU4555.and is referenced to NAD 83.
 KU4555
 KU4555.The geoid height was determined by GEOID03.
 KU4555
 KU4555;                    North         East     Units Scale Factor Converg.
 KU4555;SPC NY L     -    76,578.632   341,215.668   MT  0.99999490   +0 19 11.0
 KU4555;SPC NY L     -   251,241.73  1,119,471.74   sFT  0.99999490   +0 19 11.0
 KU4555;UTM  18      - 4,523,754.143   625,486.938   MT  0.99979382   +0 58 26.5
 KU4555
 KU4555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4555!SPC NY L     -   0.99999424  x   0.99999490  =   0.99998914
 KU4555!UTM  18      -   0.99999424  x   0.99979382  =   0.99978806
 KU4555
 KU4555|---------------------------------------------------------------------|
 KU4555| PID    Reference Object                     Distance      Geod. Az  |
 KU4555|                                                           dddmmss.s |
 KU4555| KU5026 14E 21N AZ                          170.908 METERS 06544     |
 KU4555|---------------------------------------------------------------------|
 KU4555
 KU4555                          SUPERSEDED SURVEY CONTROL
 KU4555
 KU4555  ELLIP H (01/11/99)   36.73   (m)                       GP(       ) 4 1
 KU4555  NAD 83(1996)-  40 51 18.86618(N)    073 30 40.27763(W) AD(       ) 1
 KU4555  NAD 83(1992)-  40 51 18.86604(N)    073 30 40.27738(W) AD(       ) 1
 KU4555  NAD 83(1986)-  40 51 18.86692(N)    073 30 40.27889(W) AD(       ) 1
 KU4555  NGVD 29 (03/24/92)   67.9    (m)          223.     (f) GPS OBS        
 KU4555
 KU4555.Superseded values are not recommended for survey control.
 KU4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4555.See file dsdata.txt to determine how the superseded data were derived.
 KU4555
 KU4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2548723754(NAD 83)
 KU4555_MARKER: DD = SURVEY DISK
 KU4555_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4555_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4555_STAMPING: 14E21N
 KU4555_MARK LOGO: NY-059
 KU4555_PROJECTION: RECESSED 8 CENTIMETERS
 KU4555_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4555+STABILITY: POSITION/ELEVATION WELL
 KU4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4555+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU4555_ROD/PIPE-DEPTH: 7.88 meters
 KU4555_SLEEVE-DEPTH  : 1.52 meters
 KU4555
 KU4555  HISTORY     - Date     Condition        Report By
 KU4555  HISTORY     - 1989     MONUMENTED       SBAS
 KU4555  HISTORY     - 19910213 GOOD
 KU4555
 KU4555                          STATION DESCRIPTION
 KU4555
 KU4555'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4555'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 151 FEET
 KU4555'(46.0 M) EAST OF THE CENTERLINE OF BERRY HILL ROAD AND 14 FEET (4.3
 KU4555'M) SOUTH OF THE CENTERLINE OF MEADOWBROOK LANE,IN THE GRASS ADJACENT
 KU4555'TO THE CURB.  THE LOCATON TIES ARE 17.0 FEET (5.2 M) FROM THE WATER
 KU4555'METER, 44.1 FEET (13.4 M) FROM THE EASTERLY CATCH BASIN AND 100.4
 KU4555'FEET (30.6 M) FROM THE WESTERLY CATCH BASIN.
 KU4555
 KU4555                          STATION RECOVERY (1991)
 KU4555
 KU4555'RECOVERED 1991
 KU4555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0112 ***********************************************************************
 PH0112  DESIGNATION -  14 RB 202
 PH0112  PID         -  PH0112
 PH0112  STATE/COUNTY-  NY/FRANKLIN
 PH0112  USGS QUAD   -  FT COVINGTON (1993)
 PH0112
 PH0112                         *CURRENT SURVEY CONTROL
 PH0112  ___________________________________________________________________
 PH0112* NAD 83(1986)-  44 57 49.     (N)    074 25 08.     (W)     SCALED    
 PH0112* NAVD 88     -        61.318  (meters)     201.17   (feet)  ADJUSTED  
 PH0112  ___________________________________________________________________
 PH0112  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 PH0112  DYNAMIC HT  -          61.317 (meters)     201.17  (feet)  COMP
 PH0112  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 PH0112
 PH0112  VERT ORDER  -  FIRST     CLASS I
 PH0112
 PH0112.The horizontal coordinates were scaled from a topographic map and have
 PH0112.an estimated accuracy of +/- 6 seconds.
 PH0112
 PH0112.The orthometric height was determined by differential leveling
 PH0112.and adjusted by the National Geodetic Survey in June 1991..
 PH0112
 PH0112.The geoid height was determined by GEOID03.
 PH0112
 PH0112.The dynamic height is computed by dividing the NAVD 88
 PH0112.geopotential number by the normal gravity value computed on the
 PH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0112.degrees latitude (g = 980.6199 gals.).
 PH0112
 PH0112.The modeled gravity was interpolated from observed gravity values.
 PH0112
 PH0112;                    North         East    Units  Estimated Accuracy
 PH0112;SPC NY E     -   680,830.      156,400.      MT  (+/- 180 meters Scaled)
 PH0112
 PH0112                          SUPERSEDED SURVEY CONTROL
 PH0112
 PH0112  NGVD 29 (??/??/92)   61.434  (m)          201.55   (f) ADJ UNCH    1 1
 PH0112
 PH0112.Superseded values are not recommended for survey control.
 PH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0112.See file dsdata.txt to determine how the superseded data were derived.
 PH0112
 PH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ458790(NAD 83)
 PH0112_MARKER: DD = SURVEY DISK
 PH0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0112_SP_SET: CULVERT
 PH0112_STAMPING: 14 RB 202 1963
 PH0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0112
 PH0112  HISTORY     - Date     Condition        Report By
 PH0112  HISTORY     - 1963     MONUMENTED       USGS
 PH0112  HISTORY     - 1973     GOOD             NGS
 PH0112
 PH0112                          STATION DESCRIPTION
 PH0112
 PH0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0112'IN WESTVILLE.
 PH0112'AT WESTVILLE, ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 37 FROM
 PH0112'THE JUNCTION OF AN ASPHALT ROAD LEADING EAST TO TROUT RIVER, 15.7 FEET
 PH0112'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 1/2 FEET NORTHEAST OF A
 PH0112'FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP AND CENTER
 PH0112'OF THE SOUTHWEST CONCRETE HEADWALL FOR A 2-FOOT BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1463 ***********************************************************************
 LX1463  DESIGNATION -  14 R=SERIAL 1607
 LX1463  PID         -  LX1463
 LX1463  STATE/COUNTY-  NY/DUTCHESS
 LX1463  USGS QUAD   -  KINGSTON EAST (1980)
 LX1463
 LX1463                         *CURRENT SURVEY CONTROL
 LX1463  ___________________________________________________________________
 LX1463* NAD 83(1986)-  41 57 04.     (N)    073 56 42.     (W)     SCALED    
 LX1463* NAVD 88     -         3.368  (meters)      11.05   (feet)  ADJUSTED  
 LX1463  ___________________________________________________________________
 LX1463  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX1463  DYNAMIC HT  -           3.367 (meters)      11.05  (feet)  COMP
 LX1463  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 LX1463
 LX1463  VERT ORDER  -  FIRST     CLASS II
 LX1463
 LX1463.The horizontal coordinates were scaled from a topographic map and have
 LX1463.an estimated accuracy of +/- 6 seconds.
 LX1463
 LX1463.The orthometric height was determined by differential leveling
 LX1463.and adjusted by the National Geodetic Survey in June 1991..
 LX1463.WARNING-Repeat measurements at this control monument indicate possible
 LX1463.vertical movement.
 LX1463
 LX1463.The geoid height was determined by GEOID03.
 LX1463
 LX1463.The dynamic height is computed by dividing the NAVD 88
 LX1463.geopotential number by the normal gravity value computed on the
 LX1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1463.degrees latitude (g = 980.6199 gals.).
 LX1463
 LX1463.The modeled gravity was interpolated from observed gravity values.
 LX1463
 LX1463;                    North         East    Units  Estimated Accuracy
 LX1463;SPC NY E     -   346,320.      196,010.      MT  (+/- 180 meters Scaled)
 LX1463
 LX1463                          SUPERSEDED SURVEY CONTROL
 LX1463
 LX1463.No superseded survey control is available for this station.
 LX1463
 LX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM874448(NAD 83)
 LX1463_MARKER: DD = SURVEY DISK
 LX1463_SETTING: 66 = SET IN ROCK OUTCROP
 LX1463_SP_SET: ROCK LEDGE
 LX1463_STAMPING: 14 BM 70
 LX1463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1463+STABILITY: POSITION/ELEVATION WELL
 LX1463
 LX1463  HISTORY     - Date     Condition        Report By
 LX1463  HISTORY     - UNK      MONUMENTED       DOD
 LX1463  HISTORY     - 1955     GOOD             NGS
 LX1463
 LX1463                          STATION DESCRIPTION
 LX1463
 LX1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1463'2.2 MI N FROM RHINECLIFF.
 LX1463'ABOUT 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1463'THE STATION AT RHINECLIFF, ABOUT 0.35 MILE NORTH OF MILE POST
 LX1463'NY 91, IN THE TOP OF AN OUTCROPPING ROCK LEDGE AT THE SOUTH
 LX1463'ENTRANCE TO ABANDONED RAILROAD TUNNEL, 14 1/2 FEET WEST OF
 LX1463'CENTER LINE OF OLD RAILROAD BED, 61 1/2 FEET NORTHWEST OF
 LX1463'NORTHWEST CORNER OF CONCRETE BUMPER OF ABANDONED MARINE RAILWAY,
 LX1463'32 FEET SOUTH OF SOUTHEAST CORNER OF WEST STONE WING WALL OF
 LX1463'SOUTH ENTRANCE TO ABANDONED TUNNEL AND ABOUT 4 1/2 FEET ABOVE
 LX1463'LEVEL OF OLD ABANDONED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1716 ***********************************************************************
 KU1716  DESIGNATION -  14 USE
 KU1716  PID         -  KU1716
 KU1716  STATE/COUNTY-  NY/WESTCHESTER
 KU1716  USGS QUAD   -  MOUNT VERNON (1979)
 KU1716
 KU1716                         *CURRENT SURVEY CONTROL
 KU1716  ___________________________________________________________________
 KU1716* NAD 83(1986)-  40 54 23.     (N)    073 46 25.     (W)     SCALED    
 KU1716* NAVD 88     -         3.536  (meters)      11.60   (feet)  ADJUSTED  
 KU1716  ___________________________________________________________________
 KU1716  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU1716  DYNAMIC HT  -           3.535 (meters)      11.60  (feet)  COMP
 KU1716  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 KU1716
 KU1716  VERT ORDER  -  FIRST     CLASS I
 KU1716
 KU1716.The horizontal coordinates were scaled from a topographic map and have
 KU1716.an estimated accuracy of +/- 6 seconds.
 KU1716
 KU1716.The orthometric height was determined by differential leveling
 KU1716.and adjusted by the National Geodetic Survey in June 1991..
 KU1716
 KU1716.The geoid height was determined by GEOID03.
 KU1716
 KU1716.The dynamic height is computed by dividing the NAVD 88
 KU1716.geopotential number by the normal gravity value computed on the
 KU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1716.degrees latitude (g = 980.6199 gals.).
 KU1716
 KU1716.The modeled gravity was interpolated from observed gravity values.
 KU1716
 KU1716;                    North         East    Units  Estimated Accuracy
 KU1716;SPC NY E     -   230,410.      211,200.      MT  (+/- 180 meters Scaled)
 KU1716
 KU1716                          SUPERSEDED SURVEY CONTROL
 KU1716
 KU1716  NGVD 29 (??/??/92)    3.86   (m)           12.7    (f) COMPUTED    1 1
 KU1716
 KU1716.Superseded values are not recommended for survey control.
 KU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1716.See file dsdata.txt to determine how the superseded data were derived.
 KU1716
 KU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL032290(NAD 83)
 KU1716_MARKER: Q = CHISELED SQUARE
 KU1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1716_SP_SET: WINDOW SILL
 KU1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1716
 KU1716  HISTORY     - Date     Condition        Report By
 KU1716  HISTORY     - UNK      MONUMENTED       DOD
 KU1716  HISTORY     - 1965     GOOD             NGS
 KU1716
 KU1716                          STATION DESCRIPTION
 KU1716
 KU1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1716'AT NEW ROCHELLE.
 KU1716'AT NEW ROCHELLE, ALONG PELHAM ROAD, 291 FEET NORTHEAST ALONG
 KU1716'PELHAM ROAD FROM THE INTERSECTION OF PELHAM ROAD, FRANKLIN AVENUE
 KU1716'AND HUDSON PARK ROAD, A 2 INCH CHISELED SQUARE IN TOP AND NEAR
 KU1716'THE SOUTHEAST END OF STONE WINDOW SILL ON THE SOUTHWEST SIDE OF
 KU1716'THE TECHNICAL TAPE COMPANY PLANT NO. 7 (AN ABANDONED 3-STORY
 KU1716'BUILDING), 87 FEET SOUTHEAST OF THE CENTER LINE OF PELHAM ROAD,
 KU1716'2.8 FEET ABOVE THE LEVEL OF THE GROUND AND 4 FEET ABOVE THE LEVEL
 KU1716'OF PELHAM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1527 ***********************************************************************
 KU1527  DESIGNATION -  14 USE
 KU1527  PID         -  KU1527
 KU1527  STATE/COUNTY-  NY/NASSAU
 KU1527  USGS QUAD   -  LAWRENCE (1979)
 KU1527
 KU1527                         *CURRENT SURVEY CONTROL
 KU1527  ___________________________________________________________________
 KU1527* NAD 83(1986)-  40 35 20.     (N)    073 37 30.     (W)     SCALED    
 KU1527* NAVD 88     -         2.192  (meters)       7.19   (feet)  ADJUSTED  
 KU1527  ___________________________________________________________________
 KU1527  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU1527  DYNAMIC HT  -           2.191 (meters)       7.19  (feet)  COMP
 KU1527  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 KU1527
 KU1527  VERT ORDER  -  SECOND    CLASS 0
 KU1527
 KU1527.The horizontal coordinates were scaled from a topographic map and have
 KU1527.an estimated accuracy of +/- 6 seconds.
 KU1527
 KU1527.The orthometric height was determined by differential leveling
 KU1527.and adjusted by the National Geodetic Survey in June 1991..
 KU1527
 KU1527.The geoid height was determined by GEOID03.
 KU1527
 KU1527.The dynamic height is computed by dividing the NAVD 88
 KU1527.geopotential number by the normal gravity value computed on the
 KU1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1527.degrees latitude (g = 980.6199 gals.).
 KU1527
 KU1527.The modeled gravity was interpolated from observed gravity values.
 KU1527
 KU1527;                    North         East    Units  Estimated Accuracy
 KU1527;SPC NY L     -    46,950.      331,750.      MT  (+/- 180 meters Scaled)
 KU1527
 KU1527                          SUPERSEDED SURVEY CONTROL
 KU1527
 KU1527  NGVD 29 (??/??/92)    2.54   (m)            8.3    (f) COMPUTED    2 0
 KU1527
 KU1527.Superseded values are not recommended for survey control.
 KU1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1527.See file dsdata.txt to determine how the superseded data were derived.
 KU1527
 KU1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK163940(NAD 83)
 KU1527_MARKER: DD = SURVEY DISK
 KU1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1527_STAMPING: 14 ELEV 8
 KU1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1527+STABILITY: SURFACE MOTION
 KU1527
 KU1527  HISTORY     - Date     Condition        Report By
 KU1527  HISTORY     - UNK      MONUMENTED       DOD
 KU1527  HISTORY     - 1932     GOOD             NGS
 KU1527  HISTORY     - 1956     GOOD             NGS
 KU1527
 KU1527                          STATION DESCRIPTION
 KU1527
 KU1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1527'2 MI E FROM LONG BEACH.
 KU1527'2 MILES EAST ALONG LIDO BOULEVARD FROM LONG BEACH, NASSAU
 KU1527'COUNTY, 80 FEET EAST OF A BRICK AND STUCCO BUILDING, AT THE
 KU1527'SOUTHWEST CORNER OF THE INTERSECTION OF MATLOCK STREET, 19 FEET
 KU1527'WEST OF THE WEST CURB OF MATLOCK STREET, AND 2.5 FEET NORTH
 KU1527'OF THE NORTH EDGE OF A CONCRETE SIDEWALK.  A CORPS OF ENGINEERS,
 KU1527'U.S. ARMY, STANDARD MAP-CONTROL STATION DISK, STAMPED 14 ELEV
 KU1527'8 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 KU1527'ABOVE GROUND.
 KU1527
 KU1527                          STATION RECOVERY (1956)
 KU1527
 KU1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1940 ***********************************************************************
 OF1940  DESIGNATION -  140 2 MCGS 1969
 OF1940  PID         -  OF1940
 OF1940  STATE/COUNTY-  NY/MONROE
 OF1940  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1940
 OF1940                         *CURRENT SURVEY CONTROL
 OF1940  ___________________________________________________________________
 OF1940* NAD 83(1996)-  43 12 54.25186(N)    077 32 52.84609(W)     ADJUSTED  
 OF1940* NAVD 88     -       121.4    (meters)     398.     (feet)  VERTCON   
 OF1940  ___________________________________________________________________
 OF1940  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OF1940  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1940
 OF1940  HORZ ORDER  -  SECOND
 OF1940
 OF1940.The horizontal coordinates were established by classical geodetic methods
 OF1940.and adjusted by the National Geodetic Survey in January 1999..
 OF1940
 OF1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1940
 OF1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1940
 OF1940.The geoid height was determined by GEOID03.
 OF1940
 OF1940;                    North         East     Units Scale Factor Converg.
 OF1940;SPC NY W     -   357,582.144   434,121.033   MT  1.00002452   +0 42 32.3
 OF1940;SPC NY W     - 1,173,167.42  1,424,278.76   sFT  1.00002452   +0 42 32.3
 OF1940;UTM  18      - 4,787,850.608   293,037.149   MT  1.00012694   -1 44 43.2
 OF1940
 OF1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1940!SPC NY W     -   0.99998658  x   1.00002452  =   1.00001110
 OF1940!UTM  18      -   0.99998658  x   1.00012694  =   1.00011352
 OF1940
 OF1940|---------------------------------------------------------------------|
 OF1940| PID    Reference Object                     Distance      Geod. Az  |
 OF1940|                                                           dddmmss.s |
 OF1940| OF1910 BREEZE                              360.776 METERS 03643     |
 OF1940| OF1939 140 3 MCGS 1969                     384.536 METERS 20421     |
 OF1940|---------------------------------------------------------------------|
 OF1940
 OF1940                          SUPERSEDED SURVEY CONTROL
 OF1940
 OF1940  NAD 83(1986)-  43 12 54.25950(N)    077 32 52.84556(W) AD(       ) 2
 OF1940  NAD 27      -  43 12 54.03493(N)    077 32 53.84766(W) AD(       ) 2
 OF1940  NGVD 29 (07/19/86)  121.6    (m)          399.     (f) VERT ANG       
 OF1940
 OF1940.Superseded values are not recommended for survey control.
 OF1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1940.See file dsdata.txt to determine how the superseded data were derived.
 OF1940
 OF1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9303787851(NAD 83)
 OF1940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1940+STABILITY: SURFACE MOTION
 OF1940
 OF1940  HISTORY     - Date     Condition        Report By
 OF1940  HISTORY     - 1970     MONUMENTED       NY-055
 OF1940  HISTORY     - 1984     GOOD             USPSQD
 OF1940  HISTORY     - 1987     GOOD             NOS
 OF1940
 OF1940                          STATION DESCRIPTION
 OF1940
 OF1940'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1940'IN IRONDEQIOIT, ON THE EAST SIDE OF ROUTE 47 (SEA BREEZE
 OF1940'EXPRESSWAY), 0.25 MILES NORTH OF TITUS AVENUE, 0.2 MILES SOUTH OF
 OF1940'SENECA AVENUE.
 OF1940'
 OF1940'24.5 FT. WEST OF THE EAST EDGE OF THE WEST GUTTER OF THE
 OF1940'SOUTHBOUND LANE OF RT. 47
 OF1940'
 OF1940'9.4 FT. WEST OF THE WEST EDGE OF THE CONCRETE WALK
 OF1940'
 OF1940'42.9 FT. NORTHWEST OF THE EAST SIGN POST OF A LARGE TRAFFIC SIGN
 OF1940'
 OF1940'5.6 FT. EAST OF A CHAIN LINK FENCE.
 OF1940'
 OF1940'1.0 FT. EAST OF A M.C.G.S. WITNESS POST AND SIGN
 OF1940'
 OF1940'STATION IS A M.C.G.S. STANDARD DISK IN A CONCRETE POST 0.8 FT.
 OF1940'BELOW GRADE.
 OF1940
 OF1940                          STATION RECOVERY (1984)
 OF1940
 OF1940'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1940'NO 140-2/1969 MONROE COUNTY PUBLIC WORKS RECOVERED GOOD.
 OF1940'
 OF1940'DESCRIPTION--IN IRONDEQUOIT, ON THE WEST SIDE OF ROUTE 47 (SEA
 OF1940'BREEZE EXPY) 0.25 MILES NORTH OF TITUS AVE, 0.2 MILES SOUTH OF
 OF1940'SENECA AVE, 24 FEET 7 INCHES WEST OF THE EAST EDGE OF THE WEST
 OF1940'GUTTER OF THE SOUTHBOUND LANE OF RT 47.  9 FEET 8 INCHES WEST OF
 OF1940'THE WEST EDGE OF A CONCRETE WALK, 5 FEET 9 INCHES EAST OF A CHAIN
 OF1940'LINK FENCE, 1 FOOT 0 INCH EAST OF A MCGS WITNESS POST.  STATION
 OF1940'IS IN A CONCRETE POST 0.8 FT BELOW GRADE.
 OF1940
 OF1940                          STATION RECOVERY (1987)
 OF1940
 OF1940'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 OF1940'THE STATION WAS RECOVERED AT THIS DATE.
 OF1940'THE STATION WAS IN GOOD CONDITION.
 OF1940'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1939 ***********************************************************************
 OF1939  DESIGNATION -  140 3 MCGS 1969
 OF1939  PID         -  OF1939
 OF1939  STATE/COUNTY-  NY/MONROE
 OF1939  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1939
 OF1939                         *CURRENT SURVEY CONTROL
 OF1939  ___________________________________________________________________
 OF1939* NAD 83(1996)-  43 12 42.89983(N)    077 32 59.87053(W)     ADJUSTED  
 OF1939* NAVD 88     -       123.3    (meters)     405.     (feet)  VERTCON   
 OF1939  ___________________________________________________________________
 OF1939  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 OF1939  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1939
 OF1939  HORZ ORDER  -  SECOND
 OF1939
 OF1939.The horizontal coordinates were established by classical geodetic methods
 OF1939.and adjusted by the National Geodetic Survey in January 1999..
 OF1939
 OF1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1939
 OF1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1939
 OF1939.The geoid height was determined by GEOID03.
 OF1939
 OF1939;                    North         East     Units Scale Factor Converg.
 OF1939;SPC NY W     -   357,229.876   433,966.819   MT  1.00002420   +0 42 27.3
 OF1939;SPC NY W     - 1,172,011.68  1,423,772.81   sFT  1.00002420   +0 42 27.3
 OF1939;UTM  18      - 4,787,505.231   292,867.973   MT  1.00012780   -1 44 47.7
 OF1939
 OF1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1939!SPC NY W     -   0.99998628  x   1.00002420  =   1.00001048
 OF1939!UTM  18      -   0.99998628  x   1.00012780  =   1.00011408
 OF1939
 OF1939|---------------------------------------------------------------------|
 OF1939| PID    Reference Object                     Distance      Geod. Az  |
 OF1939|                                                           dddmmss.s |
 OF1939| OF1940 140 2 MCGS 1969                     384.536 METERS 02421     |
 OF1939|---------------------------------------------------------------------|
 OF1939
 OF1939                          SUPERSEDED SURVEY CONTROL
 OF1939
 OF1939  NAD 83(1986)-  43 12 42.90741(N)    077 32 59.86993(W) AD(       ) 2
 OF1939  NAD 27      -  43 12 42.68272(N)    077 33 00.87181(W) AD(       ) 2
 OF1939  NGVD 29 (07/19/86)  123.5    (m)          405.     (f) VERT ANG       
 OF1939
 OF1939.Superseded values are not recommended for survey control.
 OF1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1939.See file dsdata.txt to determine how the superseded data were derived.
 OF1939
 OF1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9286887505(NAD 83)
 OF1939_MARKER: DD = SURVEY DISK
 OF1939_SETTING: 0 = UNSPECIFIED SETTING
 OF1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1939
 OF1939  HISTORY     - Date     Condition        Report By
 OF1939  HISTORY     - 1970     MONUMENTED       NY-055
 OF1939  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 OF1939
 OF1939                          STATION DESCRIPTION
 OF1939
 OF1939'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1939'IN IRONDEQUOIT, IN A TRAFFIC ISLAND AT THE INTERSECTION OF
 OF1939'TITUS AVENUE AND THE SOUTHBOUND LANE OF ROUTE 47 (SEA BREEZE
 OF1939'EXPRESSWAY).
 OF1939'
 OF1939'21.9 FT. NORTHWEST OF THE CENTER OF A MANHOLE IN THE PAVEMENT
 OF1939'OF ROUTE 47
 OF1939'
 OF1939'10.7 FT. NORTHEAST OF THE CENTER OF A MANHOLE IN THE EAST BOUND
 OF1939'LANE OF TITUS AVENUE
 OF1939'
 OF1939'14.6 FT. EAST OF A KEEP RIGHT TRAFFIC SIGN
 OF1939'
 OF1939'STATION IS A M.C.G.S. STANDARD DISK IN A CONCRETE POST 1 FOOT
 OF1939'BELOW GRADE, AND IN A CAST IRON FRAME AND COVER.
 OF1939
 OF1939                          STATION RECOVERY (1984)
 OF1939
 OF1939'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1939'NOT STAMPED RESET - GOOD.
 OF1939'
 OF1939'HIGHWAY WORK REQUIRED RESETTING - STATION NOT STAMPED AS OF THIS
 OF1939'DATE.  NEW MARKER IS IN THE THE MEDIAN 54 INCHES NORTHEAST OF A
 OF1939'COMBINATION LAMP POST AND SIGNAL STANDARD THE MECHIAN IS
 OF1939'SOUTH OF THE INTERSECTION OF ROUTE 47 AND TITUS AVENUE.  THE
 OF1939'STATION AS SET (NEW) WILL BE BELOW GRADE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1935 ***********************************************************************
 OF1935  DESIGNATION -  140 4 MCGS 1969
 OF1935  PID         -  OF1935
 OF1935  STATE/COUNTY-  NY/MONROE
 OF1935  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1935
 OF1935                         *CURRENT SURVEY CONTROL
 OF1935  ___________________________________________________________________
 OF1935* NAD 83(1996)-  43 12 41.12165(N)    077 33 40.43032(W)     ADJUSTED  
 OF1935* NAVD 88     -       121.8    (meters)     400.     (feet)  VERTCON   
 OF1935  ___________________________________________________________________
 OF1935  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OF1935  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1935
 OF1935  HORZ ORDER  -  SECOND
 OF1935
 OF1935.The horizontal coordinates were established by classical geodetic methods
 OF1935.and adjusted by the National Geodetic Survey in January 1999..
 OF1935
 OF1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1935
 OF1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1935
 OF1935.The geoid height was determined by GEOID03.
 OF1935
 OF1935;                    North         East     Units Scale Factor Converg.
 OF1935;SPC NY W     -   357,163.758   433,052.010   MT  1.00002232   +0 41 59.5
 OF1935;SPC NY W     - 1,171,794.76  1,420,771.47   sFT  1.00002232   +0 41 59.5
 OF1935;UTM  18      - 4,787,478.344   291,951.075   MT  1.00013249   -1 45 15.4
 OF1935
 OF1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1935!SPC NY W     -   0.99998651  x   1.00002232  =   1.00000883
 OF1935!UTM  18      -   0.99998651  x   1.00013249  =   1.00011900
 OF1935
 OF1935:                Primary Azimuth Mark                     Grid Az
 OF1935:SPC NY W     -  140 3 MCGS 1969                          085 51 58.3
 OF1935:UTM  18      -  140 3 MCGS 1969                          088 19 13.2
 OF1935
 OF1935|---------------------------------------------------------------------|
 OF1935| PID    Reference Object                     Distance      Geod. Az  |
 OF1935|                                                           dddmmss.s |
 OF1935| OF1939 140 3 MCGS 1969                     APPROX. 0.9 KM 0863357.8 |
 OF1935| OF1934 140 5 MCGS 1969                     240.515 METERS 27734     |
 OF1935|---------------------------------------------------------------------|
 OF1935
 OF1935                          SUPERSEDED SURVEY CONTROL
 OF1935
 OF1935  NAD 83(1986)-  43 12 41.12906(N)    077 33 40.42966(W) AD(       ) 2
 OF1935  NAD 27      -  43 12 40.90440(N)    077 33 41.42972(W) AD(       ) 2
 OF1935  NGVD 29 (07/19/86)  122.0    (m)          400.     (f) VERT ANG       
 OF1935
 OF1935.Superseded values are not recommended for survey control.
 OF1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1935.See file dsdata.txt to determine how the superseded data were derived.
 OF1935
 OF1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9195187478(NAD 83)
 OF1935_MARKER: DD = SURVEY DISK
 OF1935_SETTING: 0 = UNSPECIFIED SETTING
 OF1935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1935
 OF1935  HISTORY     - Date     Condition        Report By
 OF1935  HISTORY     - 1970     MONUMENTED       NY-055
 OF1935
 OF1935                          STATION DESCRIPTION
 OF1935
 OF1935'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1935'IN IRONDEQUOIT, ON THE SOUTH SIDE OF TITUS AVENUE, ABOUT 300
 OF1935'FT. WEST OF CULVER ROAD.
 OF1935'
 OF1935'18.0 FT. SOUTH OF CENTERLINE TITUS AVENUE
 OF1935'
 OF1935'21.8 FT. NORTHWEST OF A FENCE POST
 OF1935'
 OF1935'41.0 FT. NORTHEAST OF THE NORTHEAST CORNER
 OF1935'
 OF1935'53.3 FT. NORTHEAST OF THE NORTHWEST CORNER, AND
 OF1935'
 OF1935'12.3 FT. EAST OF THE EAST RANGELINE OF HOUSE 2009
 OF1935'
 OF1935'3.0 FT. NORTH OF A M.C.G.S. WITNESS POST AND SIGN
 OF1935'
 OF1935'STATION IS A M.C.G.S. STANDARD DISK IN A CONCRETE POST 0.75
 OF1935'FT. BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1934 ***********************************************************************
 OF1934  DESIGNATION -  140 5 MCGS 1969
 OF1934  PID         -  OF1934
 OF1934  STATE/COUNTY-  NY/MONROE
 OF1934  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1934
 OF1934                         *CURRENT SURVEY CONTROL
 OF1934  ___________________________________________________________________
 OF1934* NAD 83(1996)-  43 12 42.14738(N)    077 33 50.99292(W)     ADJUSTED  
 OF1934* NAVD 88     -       117.8    (meters)     386.     (feet)  VERTCON   
 OF1934  ___________________________________________________________________
 OF1934  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 OF1934  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1934
 OF1934  HORZ ORDER  -  SECOND
 OF1934
 OF1934.The horizontal coordinates were established by classical geodetic methods
 OF1934.and adjusted by the National Geodetic Survey in January 1999..
 OF1934
 OF1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1934
 OF1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1934
 OF1934.The geoid height was determined by GEOID03.
 OF1934
 OF1934;                    North         East     Units Scale Factor Converg.
 OF1934;SPC NY W     -   357,192.503   432,813.213   MT  1.00002183   +0 41 52.3
 OF1934;SPC NY W     - 1,171,889.07  1,419,988.02   sFT  1.00002183   +0 41 52.3
 OF1934;UTM  18      - 4,787,517.292   291,713.701   MT  1.00013370   -1 45 22.7
 OF1934
 OF1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1934!SPC NY W     -   0.99998714  x   1.00002183  =   1.00000897
 OF1934!UTM  18      -   0.99998714  x   1.00013370  =   1.00012084
 OF1934
 OF1934|---------------------------------------------------------------------|
 OF1934| PID    Reference Object                     Distance      Geod. Az  |
 OF1934|                                                           dddmmss.s |
 OF1934| OF1935 140 4 MCGS 1969                     240.515 METERS 09734     |
 OF1934| OF1931 140 6 MCGS 1969                     APPROX. 0.9 KM 2675507.2 |
 OF1934| OF1878 IRONDEQUOIT TOWN HALL DOME          APPROX. 1.4 KM 2701853.5 |
 OF1934|---------------------------------------------------------------------|
 OF1934
 OF1934                          SUPERSEDED SURVEY CONTROL
 OF1934
 OF1934  NAD 83(1986)-  43 12 42.15474(N)    077 33 50.99220(W) AD(       ) 2
 OF1934  NAD 27      -  43 12 41.93009(N)    077 33 51.99141(W) AD(       ) 2
 OF1934  NGVD 29 (07/19/86)  118.0    (m)          387.     (f) VERT ANG       
 OF1934
 OF1934.Superseded values are not recommended for survey control.
 OF1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1934.See file dsdata.txt to determine how the superseded data were derived.
 OF1934
 OF1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9171487517(NAD 83)
 OF1934_MARKER: DD = SURVEY DISK
 OF1934_SETTING: 0 = UNSPECIFIED SETTING
 OF1934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1934
 OF1934  HISTORY     - Date     Condition        Report By
 OF1934  HISTORY     - 1970     MONUMENTED       NY-055
 OF1934  HISTORY     - 1984     GOOD             USPSQD
 OF1934
 OF1934                          STATION DESCRIPTION
 OF1934
 OF1934'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1934'IN IRONDEQUOIT, ON THE SOUTH SIDE OF TITUS AVENUE, 0.9 MILES EAST
 OF1934'OF KINGS HIGHWAY, AND 0.25 MILES WEST OF CULVER ROAD, IN THE
 OF1934'SOUTHWEST CORNER OF THE INTERSECTION OF TITUS AVENUE AND WALZER
 OF1934'ROAD.
 OF1934'
 OF1934'20.4 FT. SOUTH OF THE CENTERLINE OF TITUS AVENUE
 OF1934'
 OF1934'16.9 FT. WEST OF A CIRCULAR CATCH BASIN
 OF1934'
 OF1934'16.7 FT. NORTHWEST OF A STREET SIGN POST
 OF1934'
 OF1934'48.3 FT. EAST OF UTILITY POLE RTC, RGE 11
 OF1934'
 OF1934'STATION IS A M.C.G.S. STANDARD DISK SET IN A CONCRETE POST
 OF1934'1.0 FT. BELOW GRADE IN A CAST IRON FRAME AND COVER.
 OF1934
 OF1934                          STATION RECOVERY (1984)
 OF1934
 OF1934'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1934'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1931 ***********************************************************************
 OF1931  DESIGNATION -  140 6 MCGS 1969
 OF1931  PID         -  OF1931
 OF1931  STATE/COUNTY-  NY/MONROE
 OF1931  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1931
 OF1931                         *CURRENT SURVEY CONTROL
 OF1931  ___________________________________________________________________
 OF1931* NAD 83(1996)-  43 12 41.11180(N)    077 34 29.88163(W)     ADJUSTED  
 OF1931* NAVD 88     -       117.1    (meters)     384.     (feet)  VERTCON   
 OF1931  ___________________________________________________________________
 OF1931  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 OF1931  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1931
 OF1931  HORZ ORDER  -  SECOND
 OF1931
 OF1931.The horizontal coordinates were established by classical geodetic methods
 OF1931.and adjusted by the National Geodetic Survey in January 1999..
 OF1931
 OF1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1931
 OF1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1931
 OF1931.The geoid height was determined by GEOID03.
 OF1931
 OF1931;                    North         East     Units Scale Factor Converg.
 OF1931;SPC NY W     -   357,149.911   431,935.835   MT  1.00002006   +0 41 25.7
 OF1931;SPC NY W     - 1,171,749.33  1,417,109.49   sFT  1.00002006   +0 41 25.7
 OF1931;UTM  18      - 4,787,512.308   290,835.203   MT  1.00013822   -1 45 49.3
 OF1931
 OF1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1931!SPC NY W     -   0.99998725  x   1.00002006  =   1.00000731
 OF1931!UTM  18      -   0.99998725  x   1.00013822  =   1.00012546
 OF1931
 OF1931:                Primary Azimuth Mark                     Grid Az
 OF1931:SPC NY W     -  140 5 MCGS 1969                          087 13 14.9
 OF1931:UTM  18      -  140 5 MCGS 1969                          089 40 29.9
 OF1931
 OF1931|---------------------------------------------------------------------|
 OF1931| PID    Reference Object                     Distance      Geod. Az  |
 OF1931|                                                           dddmmss.s |
 OF1931| OF1934 140 5 MCGS 1969                     APPROX. 0.9 KM 0875440.6 |
 OF1931| OF1927 141 1 MCGS 1969                     435.306 METERS 2655042.8 |
 OF1931|---------------------------------------------------------------------|
 OF1931
 OF1931                          SUPERSEDED SURVEY CONTROL
 OF1931
 OF1931  NAD 83(1986)-  43 12 41.11899(N)    077 34 29.88086(W) AD(       ) 2
 OF1931  NAD 27      -  43 12 40.89460(N)    077 34 30.87832(W) AD(       ) 2
 OF1931  NGVD 29 (07/19/86)  117.3    (m)          385.     (f) VERT ANG       
 OF1931
 OF1931.Superseded values are not recommended for survey control.
 OF1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1931.See file dsdata.txt to determine how the superseded data were derived.
 OF1931
 OF1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9083587512(NAD 83)
 OF1931_MARKER: DD = SURVEY DISK
 OF1931_SETTING: 0 = UNSPECIFIED SETTING
 OF1931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1931
 OF1931  HISTORY     - Date     Condition        Report By
 OF1931  HISTORY     - 1970     MONUMENTED       NY-055
 OF1931  HISTORY     - 1984     GOOD             USPSQD
 OF1931
 OF1931                          STATION DESCRIPTION
 OF1931
 OF1931'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1931'IN IRONDEQUOIT, ON THE NORTH SIDE OF TITUS AVENUE, 0.27 MILES
 OF1931'EAST OF KINGS HIGHWAY.
 OF1931'
 OF1931'17.7 FT. NORTH OF THE CENTERLINE OF TITUS AVENUE
 OF1931'
 OF1931'37.5 FT. SOUTHEAST OF UTILITY POLE 96RGE97,RTC225
 OF1931'
 OF1931'76.0 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE 1534
 OF1931'
 OF1931'5.5 FT. WEST OF THE WEST RANGELINE OF SAME HOUSE
 OF1931'
 OF1931'4.8 FT. SOUTH OF M.C.G.S WITNESS POST AND SIGN
 OF1931'
 OF1931'STATION IS A M.C.G.S. STANDARD DISK SET IN A CONCRETE POST,
 OF1931'0.5 FT. BELOW GRADE IN THE SHOULDER OF THE ROAD.
 OF1931
 OF1931                          STATION RECOVERY (1984)
 OF1931
 OF1931'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1931'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0012 ***********************************************************************
 NC0012  DESIGNATION -  1401
 NC0012  PID         -  NC0012
 NC0012  STATE/COUNTY-  NY/WYOMING
 NC0012  USGS QUAD   -  CASTILE (1976)
 NC0012
 NC0012                         *CURRENT SURVEY CONTROL
 NC0012  ___________________________________________________________________
 NC0012* NAD 83(1986)-  42 40 20.     (N)    078 05 37.     (W)     SCALED    
 NC0012* NAVD 88     -       427.10   (+/-2cm)    1401.2    (feet)  VERTCON   
 NC0012  ___________________________________________________________________
 NC0012  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NC0012
 NC0012  VERT ORDER  -  THIRD (See Below)
 NC0012
 NC0012.The horizontal coordinates were scaled from a topographic map and have
 NC0012.an estimated accuracy of +/- 6 seconds.
 NC0012
 NC0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0012.The vertical order pertains to the NGVD 29 superseded value.
 NC0012
 NC0012.The geoid height was determined by GEOID03.
 NC0012
 NC0012;                    North         East    Units  Estimated Accuracy
 NC0012;SPC NY W     -   296,880.      390,140.      MT  (+/- 180 meters Scaled)
 NC0012
 NC0012                          SUPERSEDED SURVEY CONTROL
 NC0012
 NC0012  NGVD 29 (??/??/??)  427.24   (m)         1401.7    (f) RESET       3  
 NC0012
 NC0012.Superseded values are not recommended for survey control.
 NC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0012.See file dsdata.txt to determine how the superseded data were derived.
 NC0012
 NC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH381285(NAD 83)
 NC0012_MARKER: DD = SURVEY DISK
 NC0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0012_SP_SET: BRIDGE
 NC0012_STAMPING: 1401 ALBANY 1903
 NC0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0012
 NC0012  HISTORY     - Date     Condition        Report By
 NC0012  HISTORY     - 1903     MONUMENTED       USGS
 NC0012  HISTORY     - 1962     GOOD             NGS
 NC0012  HISTORY     - 1962     GOOD             NYGS
 NC0012
 NC0012                          STATION DESCRIPTION
 NC0012
 NC0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NC0012'IN SILVER LAKE JUNCTION.
 NC0012'SILVER LAKE JUNCTION, 500 FEET WEST OF NORTH SIDE OF ERIE TRACK, IN
 NC0012'PIER OF B.R. AND P.  RAILWAY BRIDGE 50.02 CROSSING THE ERIE TRACKS.
 NC0012
 NC0012                          STATION RECOVERY (1962)
 NC0012
 NC0012'RECOVERY NOTE BY NEW YORK GEODETIC SURVEY 1962
 NC0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0390 ***********************************************************************
 NA0390  DESIGNATION -  1405
 NA0390  PID         -  NA0390
 NA0390  STATE/COUNTY-  NY/GREENE
 NA0390  USGS QUAD   -  LEXINGTON (1980)
 NA0390
 NA0390                         *CURRENT SURVEY CONTROL
 NA0390  ___________________________________________________________________
 NA0390* NAD 83(1986)-  42 14 11.     (N)    074 19 02.     (W)     SCALED    
 NA0390* NAVD 88     -       428.153  (meters)    1404.70   (feet)  ADJUSTED  
 NA0390  ___________________________________________________________________
 NA0390  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 NA0390  DYNAMIC HT  -         428.000 (meters)    1404.20  (feet)  COMP
 NA0390  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NA0390
 NA0390  VERT ORDER  -  SECOND    CLASS 0
 NA0390
 NA0390.The horizontal coordinates were scaled from a topographic map and have
 NA0390.an estimated accuracy of +/- 6 seconds.
 NA0390
 NA0390.The orthometric height was determined by differential leveling
 NA0390.and adjusted by the National Geodetic Survey in June 1991..
 NA0390
 NA0390.The geoid height was determined by GEOID03.
 NA0390
 NA0390.The dynamic height is computed by dividing the NAVD 88
 NA0390.geopotential number by the normal gravity value computed on the
 NA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0390.degrees latitude (g = 980.6199 gals.).
 NA0390
 NA0390.The modeled gravity was interpolated from observed gravity values.
 NA0390
 NA0390;                    North         East    Units  Estimated Accuracy
 NA0390;SPC NY E     -   377,870.      165,090.      MT  (+/- 180 meters Scaled)
 NA0390
 NA0390                          SUPERSEDED SURVEY CONTROL
 NA0390
 NA0390  NGVD 29 (??/??/92)  428.342  (m)         1405.32   (f) ADJ UNCH    2 0
 NA0390
 NA0390.Superseded values are not recommended for survey control.
 NA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0390.See file dsdata.txt to determine how the superseded data were derived.
 NA0390
 NA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM563762(NAD 83)
 NA0390_MARKER: DD = SURVEY DISK
 NA0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0390_SP_SET: BRIDGE ABUTMENT
 NA0390_STAMPING: ALBANY 1405
 NA0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0390
 NA0390  HISTORY     - Date     Condition        Report By
 NA0390  HISTORY     - UNK      MONUMENTED       USGS
 NA0390  HISTORY     - 1942     GOOD             NGS
 NA0390
 NA0390                          STATION DESCRIPTION
 NA0390
 NA0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0390'2.9 MI SE FROM LEXINGTON.
 NA0390'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 23 A FROM THE POST OFFICE
 NA0390'AT LEXINGTON, SET IN THE NORTHEAST CORNER OF THE SOUTHEAST ABUTMENT
 NA0390'OF THE OLD HIGHWAY BRIDGE AT JEWETT CENTER, AT THE INTERSECTION OF
 NA0390'THE NEW HIGHWAY AND A SIDE ROAD LEADING EAST, 57.6 FEET NORTHEAST OF
 NA0390'THE CENTER-LINE OF THE NEW ROAD, ABOUT 8 FEET BELOW NEW ROAD LEVEL.
 NA0390'A U. S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1927 ***********************************************************************
 OF1927  DESIGNATION -  141 1 MCGS 1969
 OF1927  PID         -  OF1927
 OF1927  STATE/COUNTY-  NY/MONROE
 OF1927  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1927
 OF1927                         *CURRENT SURVEY CONTROL
 OF1927  ___________________________________________________________________
 OF1927* NAD 83(1996)-  43 12 40.08938(N)    077 34 49.11568(W)     ADJUSTED  
 OF1927* NAVD 88     -       115.9    (meters)     380.     (feet)  VERTCON   
 OF1927  ___________________________________________________________________
 OF1927  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 OF1927  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF1927
 OF1927  HORZ ORDER  -  SECOND
 OF1927
 OF1927.The horizontal coordinates were established by classical geodetic methods
 OF1927.and adjusted by the National Geodetic Survey in January 1999..
 OF1927
 OF1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1927
 OF1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1927
 OF1927.The geoid height was determined by GEOID03.
 OF1927
 OF1927;                    North         East     Units Scale Factor Converg.
 OF1927;SPC NY W     -   357,113.143   431,502.076   MT  1.00001918   +0 41 12.5
 OF1927;SPC NY W     - 1,171,628.70  1,415,686.39   sFT  1.00001918   +0 41 12.5
 OF1927;UTM  18      - 4,787,494.145   290,400.216   MT  1.00014046   -1 46 02.5
 OF1927
 OF1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1927!SPC NY W     -   0.99998743  x   1.00001918  =   1.00000661
 OF1927!UTM  18      -   0.99998743  x   1.00014046  =   1.00012789
 OF1927
 OF1927|---------------------------------------------------------------------|
 OF1927| PID    Reference Object                     Distance      Geod. Az  |
 OF1927|                                                           dddmmss.s |
 OF1927| OF1879 141 2 MCGS 1969                     390.907 METERS 16834     |
 OF1927| OF1924 1318 MCGS 1972                      430.079 METERS 2692806.0 |
 OF1927|---------------------------------------------------------------------|
 OF1927
 OF1927                          SUPERSEDED SURVEY CONTROL
 OF1927
 OF1927  NAD 83(1986)-  43 12 40.09651(N)    077 34 49.11485(W) AD(       ) 2
 OF1927  NAD 27      -  43 12 39.87232(N)    077 34 50.11124(W) AD(       ) 2
 OF1927  NGVD 29 (07/19/86)  116.1    (m)          381.     (f) VERT ANG       
 OF1927
 OF1927.Superseded values are not recommended for survey control.
 OF1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1927.See file dsdata.txt to determine how the superseded data were derived.
 OF1927
 OF1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9040087494(NAD 83)
 OF1927_MARKER: DD = SURVEY DISK
 OF1927_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1927
 OF1927  HISTORY     - Date     Condition        Report By
 OF1927  HISTORY     - 1970     MONUMENTED       NY-055
 OF1927  HISTORY     - 1972     GOOD             NY-055
 OF1927  HISTORY     - 1976     GOOD             NY-055
 OF1927  HISTORY     - 1984     GOOD             USPSQD
 OF1927
 OF1927                          STATION DESCRIPTION
 OF1927
 OF1927'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1927'IN THE TOWN OF IRONDEQUOIT, IN THE SOUTHWEST CORNER OF THE
 OF1927'INTERSECTION OF TITUS AVENUE AND KINGS HIGHWAY.
 OF1927'
 OF1927'21.5 FT. SOUTH OF THE CENTERLINE OF TITUS AVENUE.
 OF1927'
 OF1927'33.0 FT. WEST OF THE CENTERLINE OF KINGS HIGHWAY
 OF1927'
 OF1927'17.0 FT. EAST OF THE CENTER OF A CATCH BASIN
 OF1927'
 OF1927'STATION IS A M.C.G.S. STANDARD DISK IN A CONCRETE POST 1
 OF1927'FOOT BELOW PAVEMENT GRADE, IN A CAST IRON FRAME AND COVER.
 OF1927
 OF1927                          STATION RECOVERY (1972)
 OF1927
 OF1927'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1927'PREVIOUS DESCRIPTION IS ADEQUATE.
 OF1927
 OF1927                          STATION RECOVERY (1976)
 OF1927
 OF1927'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1927'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1927
 OF1927                          STATION RECOVERY (1984)
 OF1927
 OF1927'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1927'STATION RECOVERED GOOD.
 OF1927'
 OF1927'DESCRIPTION
 OF1927'STATION IS NOW IN THE STREET, 10 FT FROM CURB (CURVED).  ONE
 OF1927'FOOT WEST OF WEST CURB LINE OF KINGS HWY AND EVEN WITH SOUTH CURB
 OF1927'LINE OF TITUS AVE.  15 FEET NORTHEAST OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1879 ***********************************************************************
 OF1879  DESIGNATION -  141 2 MCGS 1969
 OF1879  PID         -  OF1879
 OF1879  STATE/COUNTY-  NY/MONROE
 OF1879  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1879
 OF1879                         *CURRENT SURVEY CONTROL
 OF1879  ___________________________________________________________________
 OF1879* NAD 83(1996)-  43 12 27.67400(N)    077 34 45.68106(W)     ADJUSTED  
 OF1879* NAVD 88     -       120.4    (meters)     395.     (feet)  VERTCON   
 OF1879  ___________________________________________________________________
 OF1879  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 OF1879  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1879
 OF1879  HORZ ORDER  -  SECOND
 OF1879
 OF1879.The horizontal coordinates were established by classical geodetic methods
 OF1879.and adjusted by the National Geodetic Survey in January 1999..
 OF1879
 OF1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1879
 OF1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1879
 OF1879.The geoid height was determined by GEOID03.
 OF1879
 OF1879;                    North         East     Units Scale Factor Converg.
 OF1879;SPC NY W     -   356,730.951   431,584.197   MT  1.00001935   +0 41 14.7
 OF1879;SPC NY W     - 1,170,374.80  1,415,955.82   sFT  1.00001935   +0 41 14.7
 OF1879;UTM  18      - 4,787,108.741   290,465.904   MT  1.00014012   -1 45 59.7
 OF1879
 OF1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1879!SPC NY W     -   0.99998673  x   1.00001935  =   1.00000608
 OF1879!UTM  18      -   0.99998673  x   1.00014012  =   1.00012684
 OF1879
 OF1879|---------------------------------------------------------------------|
 OF1879| PID    Reference Object                     Distance      Geod. Az  |
 OF1879|                                                           dddmmss.s |
 OF1879| OF1994 1327                                281.095 METERS 15743     |
 OF1879| OF1992 1328                                APPROX. 0.5 KM 1595639.4 |
 OF1879| OF1878 IRONDEQUOIT TOWN HALL DOME          APPROX. 0.5 KM 3351400.6 |
 OF1879| OF1927 141 1 MCGS 1969                     390.907 METERS 34834     |
 OF1879|---------------------------------------------------------------------|
 OF1879
 OF1879                          SUPERSEDED SURVEY CONTROL
 OF1879
 OF1879  NAD 83(1986)-  43 12 27.68106(N)    077 34 45.68012(W) AD(       ) 2
 OF1879  NAD 27      -  43 12 27.45600(N)    077 34 46.67668(W) AD(       ) 2
 OF1879  NGVD 29 (07/19/86)  120.6    (m)          396.     (f) VERT ANG       
 OF1879
 OF1879.Superseded values are not recommended for survey control.
 OF1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1879.See file dsdata.txt to determine how the superseded data were derived.
 OF1879
 OF1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9046687109(NAD 83)
 OF1879_MARKER: DD = SURVEY DISK
 OF1879_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1879
 OF1879  HISTORY     - Date     Condition        Report By
 OF1879  HISTORY     - 1969     MONUMENTED       NY-055
 OF1879  HISTORY     - 1970     GOOD             NY-055
 OF1879  HISTORY     - 1972     GOOD             NY-055
 OF1879  HISTORY     - 1976     GOOD             NY-055
 OF1879  HISTORY     - 1984     GOOD             USPSQD
 OF1879
 OF1879                          STATION DESCRIPTION
 OF1879
 OF1879'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1879'IN IRONDEQUOIT ALONG KINGS HIGHWAY IN FRONT OF CHRIST THE
 OF1879'KING ELEMENTARY SCHOOL.
 OF1879'
 OF1879'0.7 MILE NORTH OF RIDGE ROAD.
 OF1879'
 OF1879'0.35 MILE SOUTHEAST OF STATION TOWN HALL, 1969.
 OF1879'
 OF1879'23.3 FEET WEST OF CENTERLINE OF KINGS HIGHWAY PAVEMENT.
 OF1879'
 OF1879'17.0 FEET EAST OF EAST EDGE OF WEST SIDEWALK.
 OF1879'
 OF1879'36.3 FEET NORTH OF CENTER OF CATCH BASIN.
 OF1879'
 OF1879'64.0 FEET SOUTH OF RG AND E POLE 116,45.
 OF1879'
 OF1879'65.3 FEET EAST OF 2 INCH MAPLE TREE.
 OF1879'
 OF1879'3.0 FEET NORTH OF SOUTH RANGELINE OF SCHOOL.
 OF1879'
 OF1879'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1879'DISK STAMPED 141-2 IN THE TOP OF A CONCRETE POST COVERED 1
 OF1879'FOOT IN CAST IRON FRAME AND COVER AT GRADE.
 OF1879
 OF1879                          STATION RECOVERY (1970)
 OF1879
 OF1879'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1879'NO TEXT AVAILABLE.
 OF1879
 OF1879                          STATION RECOVERY (1972)
 OF1879
 OF1879'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1879'PREVIOUS DESCRIPTION IS ADEQUATE.
 OF1879
 OF1879                          STATION RECOVERY (1976)
 OF1879
 OF1879'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1879'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1879
 OF1879                          STATION RECOVERY (1984)
 OF1879
 OF1879'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1879'STATION RECOVERED GOOD.
 OF1879'
 OF1879'DESCRIPTION CHANGE.  MAPLE TREE IS NOW 12 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2189 ***********************************************************************
 PH2189  DESIGNATION -  141 SUB IBC
 PH2189  PID         -  PH2189
 PH2189  STATE/COUNTY-  NY/ST LAWRENCE
 PH2189  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2189
 PH2189                         *CURRENT SURVEY CONTROL
 PH2189  ___________________________________________________________________
 PH2189* NAD 83(1996)-  44 40 45.33504(N)    075 33 18.23761(W)     ADJUSTED  
 PH2189* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2189  ___________________________________________________________________
 PH2189  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 PH2189  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 PH2189
 PH2189  HORZ ORDER  -  THIRD
 PH2189
 PH2189.The horizontal coordinates were established by classical geodetic methods
 PH2189.and adjusted by the National Geodetic Survey in January 1999..
 PH2189
 PH2189.The orthometric height was scaled from a topographic map.
 PH2189
 PH2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2189
 PH2189.The geoid height was determined by GEOID03.
 PH2189
 PH2189;                    North         East     Units Scale Factor Converg.
 PH2189;SPC NY E     -   649,775.877    66,356.880   MT  0.99998601   -0 44 30.8
 PH2189;SPC NY E     - 2,131,806.36    217,705.86   sFT  0.99998601   -0 44 30.8
 PH2189;UTM  18      - 4,947,471.058   456,008.915   MT  0.99962380   -0 23 25.1
 PH2189
 PH2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2189!SPC NY E     -   0.99999318  x   0.99998601  =   0.99997919
 PH2189!UTM  18      -   0.99999318  x   0.99962380  =   0.99961698
 PH2189
 PH2189:                Primary Azimuth Mark                     Grid Az
 PH2189:SPC NY E     -  WINDMILL PT L H IBC                      049 55 20.4
 PH2189:UTM  18      -  WINDMILL PT L H IBC                      049 34 14.7
 PH2189
 PH2189|---------------------------------------------------------------------|
 PH2189| PID    Reference Object                     Distance      Geod. Az  |
 PH2189|                                                           dddmmss.s |
 PH2189| PH1940 WINDMILL PT L H IBC                 APPROX. 7.1 KM 0491049.6 |
 PH2189| PH2188 NEVINS USLS                         APPROX. 1.7 KM 1310515.6 |
 PH2189|---------------------------------------------------------------------|
 PH2189
 PH2189                          SUPERSEDED SURVEY CONTROL
 PH2189
 PH2189  NAD 83(1986)-  44 40 45.34163(N)    075 33 18.23864(W) AD(       ) 3
 PH2189  NAD 27      -  44 40 45.11600(N)    075 33 19.41000(W) AD(       ) 3
 PH2189
 PH2189.Superseded values are not recommended for survey control.
 PH2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2189.See file dsdata.txt to determine how the superseded data were derived.
 PH2189
 PH2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5600947471(NAD 83)
 PH2189_MARKER: DD = SURVEY DISK
 PH2189_SETTING: 66 = SET IN ROCK OUTCROP
 PH2189_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2189+STABILITY: POSITION/ELEVATION WELL
 PH2189
 PH2189  HISTORY     - Date     Condition        Report By
 PH2189  HISTORY     - 1939     MONUMENTED       IBC
 PH2189  HISTORY     - 1957     GOOD             IBC
 PH2189  HISTORY     - 19940904 GOOD             USPSQD
 PH2189
 PH2189                          STATION DESCRIPTION
 PH2189
 PH2189'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2189'ABOUT 2-1/2 MILES SOUTHWEST OF PRESCOTT, ON THE POINT OF THE
 PH2189'SHORELINE JUST BELOW LITTLE CHURCH BAY ON THE NORTH SHORE OF THE ST
 PH2189'LAWRENCE RIVER.  THE STATION IS ON A ROCK LEDGE, 3 FEET INSHORE FROM
 PH2189'THE EDGE OF THE LEDGE AND JUST OUTSIDE THE GRASS LINE.  IT IS 130 FEET
 PH2189'DOWNSTREAM FROM A DOCK, AND 4 FEET EAST OF THE LINE OF THE EAST FACE
 PH2189'OF THE SOUTH PORTION OF A COTTAGE NORTH OF THE STATION.
 PH2189'
 PH2189'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2189'DISK STATION MARK SET IN A DRILL HOLE IN THE LEDGE ROCK.  REFERENCE
 PH2189'MARK 1 IS A DRILL HOLE AND AN ARROW CUT IN OUTCROPPING ROCK SHOWING
 PH2189'A SURFACE ABOUT 3 BY 3 FEET NEARLY FLUSH WITH THE GROUND NORTHWEST OF
 PH2189'THE STATION AND ON LINE TO AND 16 FEET FROM THE CORNER OF THE NEXT
 PH2189'COTTAGE UPSTREAM FROM THE ONE BY THE STATION.  REFERENCE MARK 2 IS A
 PH2189'LIKE MARK CUT ON A BOULDER 3 BY 3 FEET BY 2 FEET HIGH ON THE SHORE
 PH2189'LINE DOWNSTREAM FROM THE STATION.
 PH2189
 PH2189                          STATION RECOVERY (1957)
 PH2189
 PH2189'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2189'STATION RECOVERED IN GOOD CONDITION.
 PH2189
 PH2189                          STATION RECOVERY (1994)
 PH2189
 PH2189'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0180 ***********************************************************************
 NC0180  DESIGNATION -  1413
 NC0180  PID         -  NC0180
 NC0180  STATE/COUNTY-  NY/CATTARAUGUS
 NC0180  USGS QUAD   -  LITTLE VALLEY (1979)
 NC0180
 NC0180                         *CURRENT SURVEY CONTROL
 NC0180  ___________________________________________________________________
 NC0180* NAD 83(1986)-  42 11 17.     (N)    078 45 02.     (W)     SCALED    
 NC0180* NAVD 88     -       430.734  (meters)    1413.17   (feet)  ADJUSTED  
 NC0180  ___________________________________________________________________
 NC0180  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NC0180  DYNAMIC HT  -         430.570 (meters)    1412.63  (feet)  COMP
 NC0180  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 NC0180
 NC0180  VERT ORDER  -  FIRST     CLASS II
 NC0180
 NC0180.The horizontal coordinates were scaled from a topographic map and have
 NC0180.an estimated accuracy of +/- 6 seconds.
 NC0180
 NC0180.The orthometric height was determined by differential leveling
 NC0180.and adjusted by the National Geodetic Survey in November 1993..
 NC0180
 NC0180.The geoid height was determined by GEOID03.
 NC0180
 NC0180.The dynamic height is computed by dividing the NAVD 88
 NC0180.geopotential number by the normal gravity value computed on the
 NC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0180.degrees latitude (g = 980.6199 gals.).
 NC0180
 NC0180.The modeled gravity was interpolated from observed gravity values.
 NC0180
 NC0180;                    North         East    Units  Estimated Accuracy
 NC0180;SPC NY W     -   242,990.      336,190.      MT  (+/- 180 meters Scaled)
 NC0180
 NC0180                          SUPERSEDED SURVEY CONTROL
 NC0180
 NC0180  NAVD 88 (06/15/91)  430.733  (m)         1413.16   (f) UNKNOWN     1 2
 NC0180  NGVD 29 (??/??/92)  430.89   (m)         1413.7    (f) COMPUTED    1 2
 NC0180
 NC0180.Superseded values are not recommended for survey control.
 NC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0180.See file dsdata.txt to determine how the superseded data were derived.
 NC0180
 NC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG857731(NAD 83)
 NC0180_MARKER: DD = SURVEY DISK
 NC0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0180_SP_SET: BRIDGE
 NC0180_STAMPING: 1413 D
 NC0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0180
 NC0180  HISTORY     - Date     Condition        Report By
 NC0180  HISTORY     - UNK      MONUMENTED       USGS
 NC0180  HISTORY     - 1936     GOOD             NGS
 NC0180
 NC0180                          STATION DESCRIPTION
 NC0180
 NC0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0180'IN SALAMANCA.
 NC0180'SALAMANCA, N.Y., 3 1/4 MILES WEST OF.  BRIDGE SEAT OF IRON GIRDER
 NC0180'BRIDGE, SOUTHWEST CORNER OF.  BRONZE TABLET MARKED 1413 D. SALAMANCA,
 NC0180'3.25 MILES WEST OF, AT SOUTHWEST CORNER OF IRON-GIRDER BRIDGE, BRIDGE
 NC0180'SEAT.  BRONZE TABLET STAMPED 1413 D. NOTE--3 MILES NW OF SALAMANCA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0181 ***********************************************************************
 NC0181  DESIGNATION -  1413 D RESET 1956
 NC0181  PID         -  NC0181
 NC0181  STATE/COUNTY-  NY/CATTARAUGUS
 NC0181  USGS QUAD   -  LITTLE VALLEY (1979)
 NC0181
 NC0181                         *CURRENT SURVEY CONTROL
 NC0181  ___________________________________________________________________
 NC0181* NAD 83(1986)-  42 11 17.     (N)    078 45 02.     (W)     SCALED    
 NC0181* NAVD 88     -       430.74   (+/-2cm)    1413.2    (feet)  VERTCON   
 NC0181  ___________________________________________________________________
 NC0181  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NC0181
 NC0181  VERT ORDER  -  THIRD (See Below)
 NC0181
 NC0181.The horizontal coordinates were scaled from a topographic map and have
 NC0181.an estimated accuracy of +/- 6 seconds.
 NC0181
 NC0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0181.The vertical order pertains to the NGVD 29 superseded value.
 NC0181
 NC0181.The geoid height was determined by GEOID03.
 NC0181
 NC0181;                    North         East    Units  Estimated Accuracy
 NC0181;SPC NY W     -   242,990.      336,190.      MT  (+/- 180 meters Scaled)
 NC0181
 NC0181                          SUPERSEDED SURVEY CONTROL
 NC0181
 NC0181  NGVD 29 (??/??/??)  430.89   (m)         1413.7    (f) RESET       3  
 NC0181
 NC0181.Superseded values are not recommended for survey control.
 NC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0181.See file dsdata.txt to determine how the superseded data were derived.
 NC0181
 NC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG857731(NAD 83)
 NC0181_MARKER: DD = SURVEY DISK
 NC0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0181_SP_SET: BRIDGE
 NC0181_STAMPING: 1413 D RESET 1956
 NC0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0181+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 NC0181
 NC0181  HISTORY     - Date     Condition        Report By
 NC0181  HISTORY     - 1956     MONUMENTED       USGS
 NC0181  HISTORY     - 1957     GOOD             NGS
 NC0181  HISTORY     - 20030428 GOOD             USPSQD
 NC0181
 NC0181                          STATION DESCRIPTION
 NC0181
 NC0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NC0181'3.25 MI NW FROM SALAMANCA.
 NC0181'3 1/4 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NC0181'SALAMANCA, CATTARAUGUS COUNTY, ABOUT 800 FEET WEST OF STATE HIGHWAY
 NC0181'18, AT RAILROAD BRIDGE 415.69, IN THE BRIDGE SEAT OF THE SOUTHWEST
 NC0181'CORNER, 10 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 NC0181'LOWER THAN THE BASE OF THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD
 NC0181'BENCH MARK DISK, STAMPED 1413 D RESET 1956.
 NC0181
 NC0181                          STATION RECOVERY (2003)
 NC0181
 NC0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0473 ***********************************************************************
 NB0473  DESIGNATION -  1417
 NB0473  PID         -  NB0473
 NB0473  STATE/COUNTY-  NY/TOMPKINS
 NB0473  USGS QUAD   -  TRUMANSBURG (1970)
 NB0473
 NB0473                         *CURRENT SURVEY CONTROL
 NB0473  ___________________________________________________________________
 NB0473* NAD 83(1986)-  42 36 03.     (N)    076 38 08.     (W)     SCALED    
 NB0473* NAVD 88     -       117.332  (meters)     384.95   (feet)  ADJUSTED  
 NB0473  ___________________________________________________________________
 NB0473  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NB0473  DYNAMIC HT  -         117.297 (meters)     384.83  (feet)  COMP
 NB0473  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 NB0473
 NB0473  VERT ORDER  -  FIRST     CLASS II
 NB0473
 NB0473.The horizontal coordinates were scaled from a topographic map and have
 NB0473.an estimated accuracy of +/- 6 seconds.
 NB0473
 NB0473.The orthometric height was determined by differential leveling
 NB0473.and adjusted by the National Geodetic Survey in June 1991..
 NB0473
 NB0473.The geoid height was determined by GEOID03.
 NB0473
 NB0473.The dynamic height is computed by dividing the NAVD 88
 NB0473.geopotential number by the normal gravity value computed on the
 NB0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0473.degrees latitude (g = 980.6199 gals.).
 NB0473
 NB0473.The modeled gravity was interpolated from observed gravity values.
 NB0473
 NB0473;                    North         East    Units  Estimated Accuracy
 NB0473;SPC NY C     -   288,830.      245,720.      MT  (+/- 180 meters Scaled)
 NB0473
 NB0473                          SUPERSEDED SURVEY CONTROL
 NB0473
 NB0473  NGVD 29 (??/??/92)  117.506  (m)          385.52   (f) ADJ UNCH    1 2
 NB0473
 NB0473.Superseded values are not recommended for survey control.
 NB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0473.See file dsdata.txt to determine how the superseded data were derived.
 NB0473
 NB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN658177(NAD 83)
 NB0473_MARKER: Q = CHISELED SQUARE
 NB0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0473+STABILITY: SURFACE MOTION
 NB0473
 NB0473  HISTORY     - Date     Condition        Report By
 NB0473  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0473  HISTORY     - 1933     GOOD             NGS
 NB0473  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0473  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0473
 NB0473                          STATION DESCRIPTION
 NB0473
 NB0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0473'AT LAKE RIDGE.
 NB0473'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., 200 FT. NORTH
 NB0473'OF STATION 2 FT. NORTH OF THE NORTH WEST CORNER OF THE FOUNDATION
 NB0473'OF OLD BOATHOUSE 75 FT. WEST OF THE CENTER LINE OF THE TRACK AND 20
 NB0473'FT. BELOW THE BASE OF THE RAIL.
 NB0473
 NB0473                          STATION RECOVERY (1985)
 NB0473
 NB0473'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0473'MARK NOT FOUND.
 NB0473
 NB0473                          STATION RECOVERY (1985)
 NB0473
 NB0473'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1526 ***********************************************************************
 NA1526  DESIGNATION -  1418
 NA1526  PID         -  NA1526
 NA1526  STATE/COUNTY-  NY/CHENANGO
 NA1526  USGS QUAD   -  SMITHVILLE FLATS (1948)
 NA1526
 NA1526                         *CURRENT SURVEY CONTROL
 NA1526  ___________________________________________________________________
 NA1526* NAD 83(1986)-  42 29 55.     (N)    075 45 58.     (W)     SCALED    
 NA1526* NAVD 88     -       432.385  (meters)    1418.58   (feet)  ADJUSTED  
 NA1526  ___________________________________________________________________
 NA1526  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 NA1526  DYNAMIC HT  -         432.233 (meters)    1418.08  (feet)  COMP
 NA1526  MODELED GRAV-     980,256.3   (mgal)                       NAVD 88
 NA1526
 NA1526  VERT ORDER  -  SECOND    CLASS 0
 NA1526
 NA1526.The horizontal coordinates were scaled from a topographic map and have
 NA1526.an estimated accuracy of +/- 6 seconds.
 NA1526
 NA1526.The orthometric height was determined by differential leveling
 NA1526.and adjusted by the National Geodetic Survey in June 1991..
 NA1526
 NA1526.The geoid height was determined by GEOID03.
 NA1526
 NA1526.The dynamic height is computed by dividing the NAVD 88
 NA1526.geopotential number by the normal gravity value computed on the
 NA1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1526.degrees latitude (g = 980.6199 gals.).
 NA1526
 NA1526.The modeled gravity was interpolated from observed gravity values.
 NA1526
 NA1526;                    North         East    Units  Estimated Accuracy
 NA1526;SPC NY C     -   277,800.      317,170.      MT  (+/- 180 meters Scaled)
 NA1526
 NA1526                          SUPERSEDED SURVEY CONTROL
 NA1526
 NA1526  NGVD 29 (??/??/92)  432.508  (m)         1418.99   (f) ADJ UNCH    2 0
 NA1526
 NA1526.Superseded values are not recommended for survey control.
 NA1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1526.See file dsdata.txt to determine how the superseded data were derived.
 NA1526
 NA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN370054(NAD 83)
 NA1526_MARKER: DB = BENCH MARK DISK
 NA1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1526_SP_SET: BUILDING
 NA1526_STAMPING: 1418-NY-ALBANY
 NA1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1526
 NA1526  HISTORY     - Date     Condition        Report By
 NA1526  HISTORY     - UNK      MONUMENTED       USGS
 NA1526  HISTORY     - 1934     GOOD             NGS
 NA1526
 NA1526                          STATION DESCRIPTION
 NA1526
 NA1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA1526'AT MCDONOUGH.
 NA1526'ALONG NEW YORK STATE HIGHWAY NO. 220, 23 YARDS NORTH OF THE CENTER
 NA1526'LINE OF NEW YORK STATE HIGHWAY NO. 220, 6 YARDS EAST OF THE ENTRANCE
 NA1526'TO BAPTIST CHURCH, IN THE FACE OF THE EAST FOUNDATION OF THE EMANUEL
 NA1526'BAPTIST CHURCH, 1 YARD NORTH OF THE SOUTHEAST CORNER OF THE CHURCH, A
 NA1526'VERTICAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1988 ***********************************************************************
 OE1988  DESIGNATION -  141=AMBOY RESET
 OE1988  PID         -  OE1988
 OE1988  STATE/COUNTY-  NY/OSWEGO
 OE1988  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1988
 OE1988                         *CURRENT SURVEY CONTROL
 OE1988  ___________________________________________________________________
 OE1988* NAD 83(1996)-  43 23 14.22818(N)    075 55 06.31566(W)     ADJUSTED  
 OE1988* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 OE1988  ___________________________________________________________________
 OE1988  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 OE1988  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 OE1988
 OE1988  HORZ ORDER  -  SECOND
 OE1988
 OE1988.The horizontal coordinates were established by classical geodetic methods
 OE1988.and adjusted by the National Geodetic Survey in January 1999..
 OE1988
 OE1988.The orthometric height was scaled from a topographic map.
 OE1988
 OE1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1988
 OE1988.The geoid height was determined by GEOID03.
 OE1988
 OE1988;                    North         East     Units Scale Factor Converg.
 OE1988;SPC NY C     -   376,408.153   303,872.534   MT  0.99997319   +0 27 24.3
 OE1988;SPC NY C     - 1,234,932.42    996,955.14   sFT  0.99997319   +0 27 24.3
 OE1988;UTM  18      - 4,804,233.225   425,612.709   MT  0.99966807   -0 37 51.3
 OE1988
 OE1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1988!SPC NY C     -   0.99996747  x   0.99997319  =   0.99994066
 OE1988!UTM  18      -   0.99996747  x   0.99966807  =   0.99963555
 OE1988
 OE1988:                Primary Azimuth Mark                     Grid Az
 OE1988:SPC NY C     -  BROCKWAY                                 149 02 28.6
 OE1988:UTM  18      -  BROCKWAY                                 150 07 44.2
 OE1988
 OE1988|---------------------------------------------------------------------|
 OE1988| PID    Reference Object                     Distance      Geod. Az  |
 OE1988|                                                           dddmmss.s |
 OE1988| OE1983 BROCKWAY                            APPROX.15.9 KM 1492952.9 |
 OE1988| CZ7403 AMBOY 141 AZ MK                                    2973058.4 |
 OE1988|---------------------------------------------------------------------|
 OE1988
 OE1988                          SUPERSEDED SURVEY CONTROL
 OE1988
 OE1988  NAD 83(1986)-  43 23 14.23285(N)    075 55 06.31287(W) AD(       ) 2
 OE1988  NAD 27      -  43 23 13.97900(N)    075 55 07.61900(W) AD(       ) 2
 OE1988
 OE1988.Superseded values are not recommended for survey control.
 OE1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1988.See file dsdata.txt to determine how the superseded data were derived.
 OE1988
 OE1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP2561304233(NAD 83)
 OE1988
 OE1988  HISTORY     - Date     Condition        Report By
 OE1988  HISTORY     - 1942     MONUMENTED       CGS
 OE1988  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1988
 OE1988                          STATION DESCRIPTION
 OE1988
 OE1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1988'THE STATION IS LOCATED ABOUT 10.0 MILES NW OF CAMDEN, 3.0 MILES
 OE1988'E OF WEST AMBOY, AND 2.0 MILES NE OF AMBOY CENTER, ON THE HIGHEST
 OE1988'POINT OF A PASTURE FIELD AND ON PROPERTY OWNED AND OCCUPIED BY
 OE1988'PERRY BRYANT.  IT IS 0.15 MILE SE OF THE BRYANT FARMHOUSE, AND
 OE1988'0.1 MILE S OF THE GRAVEL ROAD.  THE BRONZE DISK IS SET FLUSH WITH
 OE1988'THE TOP OF A 6- BY 6-INCH SANDSTONE POST.  IT IS STAMPED AMBOY
 OE1988'NYSS NO 141, 1942.  THE POST IS STAMPED NYSS 141 ON THE W, S,
 OE1988'AND E SIDES, AND PROJECTS 1 FOOT.
 OE1988'
 OE1988'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OE1988'IN CONCRETE, AS DESCRIBED IN NOTES 7A AND 11A.
 OE1988'
 OE1988'REFERENCE MARK NO.1 IS E OF THE STATION, 1 FOOT W OF A N-AND-S
 OE1988'FENCE LINE.  THE DISK IS STAMPED AMBOY NYSS NO.141, NO.1 1942, AND
 OE1988'PROJECTS 3 INCHES.
 OE1988'
 OE1988'REFERENCE MARK NO.2 IS S OF THE STATION, SET IN THE N, S, E, AND
 OE1988'W FENCE CORNER, AND ABOUT 10 FEET BELOW THE STATION ELEVATION.  THE
 OE1988'DISK IS STAMPED AMBOY NYSS NO.141, NO.2 1942, AND PROJECTS 4
 OE1988'INCHES.
 OE1988'
 OE1988'THE AZIMUTH MARK IS ABOUT 0.35 MILE NW OF THE STATION, ON THE
 OE1988'GROUNDS OF A SMALL WHITE SCHOOLHOUSE.  IT IS 25 FEET S OF THE
 OE1988'SE CORNER OF THE SCHOOLHOUSE, AND 30 FEET N OF THE CENTER OF
 OE1988'THE GRAVEL ROAD, AND 1 FOOT W OF THE FENCE LINE.  THE DISK IS
 OE1988'STAMPED AMBOY NYSS NO 141, 1942, AND PROJECTS 3 INCHES.  TO
 OE1988'REACH FROM THE BRYANT FARMHOUSE.  GO W ON GRAVEL ROAD 0.25 MILE
 OE1988'TO THE WHITE SCHOOLHOUSE ON THE RIGHT AND MARK.
 OE1988'
 OE1988'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 69 AND
 OE1988'183 IN AMBOY CENTER.  GO N ON ROUTE 183 FOR 1.7 MILES TO CROSSROADS
 OE1988'JUST BEFORE REACHING THE TOP OF THE HILL.  TURN RIGHT AND GO E ON
 OE1988'GRAVEL ROAD FOR 0.3 MILE TO THE BRYANT FARMHOUSE ON THE RIGHT, AND
 OE1988'A WIRE GATE IN THE WIRE FENCE JUST E OF THE HOUSE.  TURN RIGHT
 OE1988'THROUGH THE GATE AND GO SE ACROSS PASTURE FOR ABOUT 0.2 MILE TO THE
 OE1988'HIGHEST POINT AND STATION.
 OE1988'
 OE1988'NOTE--A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 OE1988'
 OE1988'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 METERS.
 OE1988
 OE1988                          STATION RECOVERY (1975)
 OE1988
 OE1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1988'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NEITHER
 OE1988'REFERENCE MARK WAS RECOVERED, ALTHOUGH THEY POSSIBLY EXIST DUE
 OE1988'TO THEIR LOCATION ALONG FENCELINES, AND ARE PROBABLY HIDDEN BY
 OE1988'BRUSH.  AZIMUTH MARK HAS BEEN PRIED OFF, BUT THE STEM AND CENTER
 OE1988'PART OF THE DISK REMAIN IN THE CONCRETE MONUMENT, WHICH IS STILL
 OE1988'SETTING INTACT.  VIEW FROM STATION IS OPEN IN ALL DIRECTIONS,
 OE1988'AND AZIMUTH MARK IS VISIBLE.
 OE1988'
 OE1988'STATION MARK IS A STANDARD DISK STAMPED AMBOY NYSS 141 1942, SET
 OE1988'IN THE TOP OF A 6-INCH-SQUARE SANDSTONE POST FLUSH WITH GROUND.
 OE1988'
 OE1988'AZIMUTH MARK IS SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 OE1988'MONUMENT PROJECTING 3 INCHES FROM GROUND.  IT IS 3.2 FEET
 OE1988'SOUTHEAST OF POWER POLE NO. LI-19NM-151-1, AND 30 FEET NORTH OF
 OE1988'THE CENTER LINE OF BRYANT ROAD.
 OE1988'
 OE1988'TO REACH STATION FROM THE JUNCTION OF NY RTES. 69 AND 183 IN
 OE1988'AMBOY CENTER, GO NORTH ON RTE. 183 FOR 1.7 MILES TO A CROSSROAD,
 OE1988'JUST BEFORE TOP OF HILL.  TURN RIGHT AND GO EAST ON BRYANT ROAD FOR
 OE1988'0.05 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE AHEAD FOR 0.25
 OE1988'MILE TO FARMHOUSE ON RIGHT.  TURN RIGHT AND FOLLOW FIELD ROAD
 OE1988'SOUTHEAST ACROSS PASTURE FOR 0.1 MILE TO HIGHEST POINT AND
 OE1988'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0422 ***********************************************************************
 KV0422  DESIGNATION -  142 NYBE+A
 KV0422  PID         -  KV0422
 KV0422  STATE/COUNTY-  NY/RICHMOND
 KV0422  USGS QUAD   -  JERSEY CITY (1981)
 KV0422
 KV0422                         *CURRENT SURVEY CONTROL
 KV0422  ___________________________________________________________________
 KV0422* NAD 83(1986)-  40 38 31.     (N)    074 04 33.     (W)     SCALED    
 KV0422* NAVD 88     -        17.319  (meters)      56.82   (feet)  ADJUSTED  
 KV0422  ___________________________________________________________________
 KV0422  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV0422  DYNAMIC HT  -          17.312 (meters)      56.80  (feet)  COMP
 KV0422  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 KV0422
 KV0422  VERT ORDER  -  FIRST     CLASS II
 KV0422
 KV0422.The horizontal coordinates were scaled from a topographic map and have
 KV0422.an estimated accuracy of +/- 6 seconds.
 KV0422
 KV0422.The orthometric height was determined by differential leveling
 KV0422.and adjusted by the National Geodetic Survey in June 1991..
 KV0422
 KV0422.The geoid height was determined by GEOID03.
 KV0422
 KV0422.The dynamic height is computed by dividing the NAVD 88
 KV0422.geopotential number by the normal gravity value computed on the
 KV0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0422.degrees latitude (g = 980.6199 gals.).
 KV0422
 KV0422.The modeled gravity was interpolated from observed gravity values.
 KV0422
 KV0422;                    North         East    Units  Estimated Accuracy
 KV0422;SPC NY L     -    52,780.      293,590.      MT  (+/- 180 meters Scaled)
 KV0422
 KV0422                          SUPERSEDED SURVEY CONTROL
 KV0422
 KV0422  NGVD 29 (04/16/92)   17.656  (m)           57.93   (f) ADJUSTED    1 2
 KV0422
 KV0422.Superseded values are not recommended for survey control.
 KV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0422.See file dsdata.txt to determine how the superseded data were derived.
 KV0422
 KV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK781994(NAD 83)
 KV0422_MARKER: DD = SURVEY DISK
 KV0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0422_SP_SET: BUILDING
 KV0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0422
 KV0422  HISTORY     - Date     Condition        Report By
 KV0422  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0422  HISTORY     - 1952     GOOD             CGS
 KV0422  HISTORY     - 1985     GOOD             USPSQD
 KV0422
 KV0422                          STATION DESCRIPTION
 KV0422
 KV0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0422'AT STATEN ISLAND.
 KV0422'ON STATEN ISLAND, AT ST. GEORGE, AT JUNCTION OF BAY STREET AND
 KV0422'BOROUGH PLACE, SET VERTICALLY IN EAST FACE AT SOUTHEAST CORNER
 KV0422'OF RICHMOND BOROUGH HALL, 1 FOOT NORTH OF CORNER AND 1 1/2 FEET
 KV0422'ABOVE SIDE WALK.
 KV0422
 KV0422                          STATION RECOVERY (1985)
 KV0422
 KV0422'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0471 ***********************************************************************
 NB0471  DESIGNATION -  1420
 NB0471  PID         -  NB0471
 NB0471  STATE/COUNTY-  NY/TOMPKINS
 NB0471  USGS QUAD   -  TRUMANSBURG (1970)
 NB0471
 NB0471                         *CURRENT SURVEY CONTROL
 NB0471  ___________________________________________________________________
 NB0471* NAD 83(1986)-  42 35 52.     (N)    076 37 57.     (W)     SCALED    
 NB0471* NAVD 88     -       119.936  (meters)     393.49   (feet)  ADJUSTED  
 NB0471  ___________________________________________________________________
 NB0471  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NB0471  DYNAMIC HT  -         119.900 (meters)     393.37  (feet)  COMP
 NB0471  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NB0471
 NB0471  VERT ORDER  -  FIRST     CLASS II
 NB0471
 NB0471.The horizontal coordinates were scaled from a topographic map and have
 NB0471.an estimated accuracy of +/- 6 seconds.
 NB0471
 NB0471.The orthometric height was determined by differential leveling
 NB0471.and adjusted by the National Geodetic Survey in June 1991..
 NB0471
 NB0471.The geoid height was determined by GEOID03.
 NB0471
 NB0471.The dynamic height is computed by dividing the NAVD 88
 NB0471.geopotential number by the normal gravity value computed on the
 NB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0471.degrees latitude (g = 980.6199 gals.).
 NB0471
 NB0471.The modeled gravity was interpolated from observed gravity values.
 NB0471
 NB0471;                    North         East    Units  Estimated Accuracy
 NB0471;SPC NY C     -   288,490.      245,970.      MT  (+/- 180 meters Scaled)
 NB0471
 NB0471                          SUPERSEDED SURVEY CONTROL
 NB0471
 NB0471  NGVD 29 (??/??/92)  120.109  (m)          394.06   (f) ADJ UNCH    1 2
 NB0471
 NB0471.Superseded values are not recommended for survey control.
 NB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0471.See file dsdata.txt to determine how the superseded data were derived.
 NB0471
 NB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN660174(NAD 83)
 NB0471_MARKER: Q = CHISELED SQUARE
 NB0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0471_SP_SET: BRIDGE
 NB0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0471
 NB0471  HISTORY     - Date     Condition        Report By
 NB0471  HISTORY     - 1933     MONUMENTED       CGS
 NB0471  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0471  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0471  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 NB0471
 NB0471                          STATION DESCRIPTION
 NB0471
 NB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NB0471'AT LAKE RIDGE.
 NB0471'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., 540 FT. SOUTH
 NB0471'OF THE STATION AT LAKE RIDGE, ON THE EAST END OF THE SOUTH ABUTMENT
 NB0471'ON R.R. CULVERT NO. 320, 7 FT. WEST OF THE CENTER LINE OF THE TRACK
 NB0471'AND 2 FT. BELOW THE BASE OF THE RAIL.
 NB0471
 NB0471                          STATION RECOVERY (1985)
 NB0471
 NB0471'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0471'MARK NOT FOUND.
 NB0471
 NB0471                          STATION RECOVERY (1985)
 NB0471
 NB0471'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0471'MARK NOT FOUND.
 NB0471
 NB0471                          STATION RECOVERY (1995)
 NB0471
 NB0471'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1040 ***********************************************************************
 NA1040  DESIGNATION -  1423 USGS
 NA1040  PID         -  NA1040
 NA1040  STATE/COUNTY-  NY/ONEIDA
 NA1040  USGS QUAD   -  CASSVILLE (1943)
 NA1040
 NA1040                         *CURRENT SURVEY CONTROL
 NA1040  ___________________________________________________________________
 NA1040* NAD 83(1986)-  42 57 47.     (N)    075 18 31.     (W)     SCALED    
 NA1040* NAVD 88     -       433.788  (meters)    1423.19   (feet)  ADJUSTED  
 NA1040  ___________________________________________________________________
 NA1040  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NA1040  DYNAMIC HT  -         433.652 (meters)    1422.74  (feet)  COMP
 NA1040  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NA1040
 NA1040  VERT ORDER  -  FIRST     CLASS II
 NA1040
 NA1040.The horizontal coordinates were scaled from a topographic map and have
 NA1040.an estimated accuracy of +/- 6 seconds.
 NA1040
 NA1040.The orthometric height was determined by differential leveling
 NA1040.and adjusted by the National Geodetic Survey in June 1991..
 NA1040
 NA1040.The geoid height was determined by GEOID03.
 NA1040
 NA1040.The dynamic height is computed by dividing the NAVD 88
 NA1040.geopotential number by the normal gravity value computed on the
 NA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1040.degrees latitude (g = 980.6199 gals.).
 NA1040
 NA1040.The modeled gravity was interpolated from observed gravity values.
 NA1040
 NA1040;                    North         East    Units  Estimated Accuracy
 NA1040;SPC NY C     -   329,860.      354,000.      MT  (+/- 180 meters Scaled)
 NA1040
 NA1040                          SUPERSEDED SURVEY CONTROL
 NA1040
 NA1040.No superseded survey control is available for this station.
 NA1040
 NA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN748567(NAD 83)
 NA1040_MARKER: DD = SURVEY DISK
 NA1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1040_SP_SET: WALL
 NA1040_STAMPING: 1423 ALBANY 1903
 NA1040_MARK LOGO: USGS  
 NA1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1040
 NA1040  HISTORY     - Date     Condition        Report By
 NA1040  HISTORY     - 1903     MONUMENTED       USGS
 NA1040  HISTORY     - 1935     GOOD             NGS
 NA1040  HISTORY     - 1982     GOOD             NGS
 NA1040  HISTORY     - 20050222 MARK NOT FOUND   SEAR
 NA1040
 NA1040                          STATION DESCRIPTION
 NA1040
 NA1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA1040'AT PARIS.
 NA1040'U.S.G.S. 1423 IS LOCATED AT PARIS.  43 YARDS SOUTHWEST OF SOUTHWEST
 NA1040'CORNER OF D.L. AND W. RAILROAD STATION.  84 FEET SOUTH OF SOUTH RAIL
 NA1040'OF MAIN TRACK.  STANDARD TABLET SET VERTICALLY IN FOUNDATION WALL OF
 NA1040'STATION AGENTS HOUSE.  7.2 FEET FROM NORTHEAST CORNER OF HOUSE.  1
 NA1040'FOOT ABOVE THE GROUND.
 NA1040
 NA1040                          STATION RECOVERY (1982)
 NA1040
 NA1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1040'RECOVERED IN GOOD CONDITION.
 NA1040
 NA1040                          STATION RECOVERY (2005)
 NA1040
 NA1040'RECOVERY NOTE BY SEAR-BROWN 2005 (GTB)
 NA1040'THE STATION AGENT'S HOUSE HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0052 ***********************************************************************
 NB0052  DESIGNATION -  1424
 NB0052  PID         -  NB0052
 NB0052  STATE/COUNTY-  NY/CAYUGA
 NB0052  USGS QUAD   -  SPAFFORD (1955)
 NB0052
 NB0052                         *CURRENT SURVEY CONTROL
 NB0052  ___________________________________________________________________
 NB0052* NAD 83(1986)-  42 47 09.     (N)    076 21 58.     (W)     SCALED    
 NB0052* NAVD 88     -       433.525  (meters)    1422.32   (feet)  ADJUSTED  
 NB0052  ___________________________________________________________________
 NB0052  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NB0052  DYNAMIC HT  -         433.388 (meters)    1421.87  (feet)  COMP
 NB0052  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 NB0052
 NB0052  VERT ORDER  -  SECOND    CLASS 0
 NB0052
 NB0052.The horizontal coordinates were scaled from a topographic map and have
 NB0052.an estimated accuracy of +/- 6 seconds.
 NB0052
 NB0052.The orthometric height was determined by differential leveling
 NB0052.and adjusted by the National Geodetic Survey in June 1991..
 NB0052
 NB0052.The geoid height was determined by GEOID03.
 NB0052
 NB0052.The dynamic height is computed by dividing the NAVD 88
 NB0052.geopotential number by the normal gravity value computed on the
 NB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0052.degrees latitude (g = 980.6199 gals.).
 NB0052
 NB0052.The modeled gravity was interpolated from observed gravity values.
 NB0052
 NB0052;                    North         East    Units  Estimated Accuracy
 NB0052;SPC NY C     -   309,400.      267,770.      MT  (+/- 180 meters Scaled)
 NB0052
 NB0052                          SUPERSEDED SURVEY CONTROL
 NB0052
 NB0052  NGVD 29 (??/??/92)  433.660  (m)         1422.77   (f) ADJ UNCH    2 0
 NB0052
 NB0052.Superseded values are not recommended for survey control.
 NB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0052.See file dsdata.txt to determine how the superseded data were derived.
 NB0052
 NB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN882379(NAD 83)
 NB0052_MARKER: B = BOLT
 NB0052_SETTING: 80 = SET IN A BOULDER
 NB0052_SP_SET: BOULDER
 NB0052_STAMPING: 1424 FT. U.S.G.S.
 NB0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0052+STABILITY: SURFACE MOTION
 NB0052
 NB0052  HISTORY     - Date     Condition        Report By
 NB0052  HISTORY     - UNK      MONUMENTED       USGS
 NB0052  HISTORY     - 1942     GOOD             NGS
 NB0052
 NB0052                          STATION DESCRIPTION
 NB0052
 NB0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0052'7.6 MI NE FROM MORAVIA.
 NB0052'TO REACH FROM THE POST OFFICE IN MORAVIA--PROCEED 6.8 MILES NORTHEAST
 NB0052'ON STATE HIGHWAY NO. 38A, TO A SIDE ROAD INTERSECTION LEADING EAST,
 NB0052'THENCE GO EAST 0.8 MILE ON AN IMPROVED COUNTY ROAD TO SITE OF BENCH
 NB0052'MARK. BENCH MARK IS AT THE INTERSECTION OF A T ROAD AT KELLOGGSVILLE,
 NB0052'ABOUT 75.0 FEET WEST OF THE FRONT OF THE W. H. MOSS GENERAL STORE,
 NB0052'38.6 FEET WEST OF THE CENTERLINE OF A ROAD RUNNING NORTH AND SOUTH,
 NB0052'AND 14.3 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 NB0052'NORTH Y OF ROAD LEADING WEST. IT IS 7.0 FEET WEST OF A MAPLE TREE,
 NB0052'AND 3.0 FEET WEST OF A 4X4 INCH WOODEN MARKER POST, ABOUT 1.0 FOOT
 NB0052'BELOW THE GROUND. A COPPER BOLT SET IN A ROCK BOULDER STAMPED 1424
 NB0052'FT. U.S.G.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0145 ***********************************************************************
 PH0145  DESIGNATION -  1424
 PH0145  PID         -  PH0145
 PH0145  STATE/COUNTY-  NY/FRANKLIN
 PH0145  USGS QUAD   -  SANTA CLARA (1980)
 PH0145
 PH0145                         *CURRENT SURVEY CONTROL
 PH0145  ___________________________________________________________________
 PH0145* NAD 83(1986)-  44 40 24.     (N)    074 25 37.     (W)     SCALED    
 PH0145* NAVD 88     -       433.925  (meters)    1423.64   (feet)  ADJUSTED  
 PH0145  ___________________________________________________________________
 PH0145  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 PH0145  DYNAMIC HT  -         433.870 (meters)    1423.46  (feet)  COMP
 PH0145  MODELED GRAV-     980,479.0   (mgal)                       NAVD 88
 PH0145
 PH0145  VERT ORDER  -  SECOND    CLASS 0
 PH0145
 PH0145.The horizontal coordinates were scaled from a topographic map and have
 PH0145.an estimated accuracy of +/- 6 seconds.
 PH0145
 PH0145.The orthometric height was determined by differential leveling
 PH0145.and adjusted by the National Geodetic Survey in June 1991..
 PH0145
 PH0145.The geoid height was determined by GEOID03.
 PH0145
 PH0145.The dynamic height is computed by dividing the NAVD 88
 PH0145.geopotential number by the normal gravity value computed on the
 PH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0145.degrees latitude (g = 980.6199 gals.).
 PH0145
 PH0145.The modeled gravity was interpolated from observed gravity values.
 PH0145
 PH0145;                    North         East    Units  Estimated Accuracy
 PH0145;SPC NY E     -   648,580.      155,790.      MT  (+/- 180 meters Scaled)
 PH0145
 PH0145                          SUPERSEDED SURVEY CONTROL
 PH0145
 PH0145  NGVD 29 (??/??/92)  433.998  (m)         1423.88   (f) ADJ UNCH    2 0
 PH0145
 PH0145.Superseded values are not recommended for survey control.
 PH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0145.See file dsdata.txt to determine how the superseded data were derived.
 PH0145
 PH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ454468(NAD 83)
 PH0145_MARKER: DB = BENCH MARK DISK
 PH0145_SETTING: 66 = SET IN ROCK OUTCROP
 PH0145_SP_SET: ROCK OUTCROP
 PH0145_STAMPING: 1424 A D J 1903
 PH0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0145+STABILITY: POSITION/ELEVATION WELL
 PH0145
 PH0145  HISTORY     - Date     Condition        Report By
 PH0145  HISTORY     - 1903     MONUMENTED       USGS
 PH0145  HISTORY     - 1942     GOOD             NGS
 PH0145
 PH0145                          STATION DESCRIPTION
 PH0145
 PH0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0145'7.0 MI E FROM ST. REGIS FALLS.
 PH0145'TO REACH FROM THE ST. REGIS CENTRAL SCHOOL IN ST. REGIS FALLS, PROCEED
 PH0145'7.0 MILES EASTERLY ALONG A COUNTY ASPHALT ROAD TO AN OLD DAM SITE, AND
 PH0145'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN A LARGE ROCK
 PH0145'OUTCROPPING.  IT IS 42.0 YARDS NORTH OF THE CENTERLINE OF ASPHALT
 PH0145'ROAD, 14.0 FEET WEST OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF A
 PH0145'DIRT ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1754 ***********************************************************************
 PH1754  DESIGNATION -  1427=WHITE HILL
 PH1754  PID         -  PH1754
 PH1754  STATE/COUNTY-  NY/ST LAWRENCE
 PH1754  USGS QUAD   -  RAINBOW FALLS (1980)
 PH1754
 PH1754                         *CURRENT SURVEY CONTROL
 PH1754  ___________________________________________________________________
 PH1754* NAD 83(1996)-  44 35 54.95539(N)    074 46 30.55473(W)     ADJUSTED  
 PH1754* NAVD 88     -       434.92   (+/-2cm)    1426.9    (feet)  VERTCON   
 PH1754  ___________________________________________________________________
 PH1754  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 PH1754  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 PH1754
 PH1754  HORZ ORDER  -  SECOND
 PH1754  VERT ORDER  -  THIRD ? (See Below)
 PH1754
 PH1754.The horizontal coordinates were established by classical geodetic methods
 PH1754.and adjusted by the National Geodetic Survey in January 1999..
 PH1754
 PH1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1754.The vertical order pertains to the NGVD 29 superseded value.
 PH1754
 PH1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1754
 PH1754.The geoid height was determined by GEOID03.
 PH1754
 PH1754;                    North         East     Units Scale Factor Converg.
 PH1754;SPC NY E     -   640,308.639   128,156.211   MT  0.99990587   -0 11 35.5
 PH1754;SPC NY E     - 2,100,745.93    420,459.17   sFT  0.99990587   -0 11 35.5
 PH1754;UTM  18      - 4,938,385.964   517,844.593   MT  0.99960392   +0 09 28.3
 PH1754
 PH1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1754!SPC NY E     -   0.99993653  x   0.99990587  =   0.99984241
 PH1754!UTM  18      -   0.99993653  x   0.99960392  =   0.99954048
 PH1754
 PH1754|---------------------------------------------------------------------|
 PH1754| PID    Reference Object                     Distance      Geod. Az  |
 PH1754|                                                           dddmmss.s |
 PH1754| DE4610 WHITE HILL RM 1                      20.105 METERS 01503     |
 PH1754| DE4611 WHITE HILL RM 2                      37.862 METERS 11959     |
 PH1754| PH1758 PARISHVILLE RAD STA KAD 660          26.490 METERS 12226     |
 PH1754| PH1749 SUGAR                               APPROX.12.6 KM 1311849.4 |
 PH1754| DE4612 WHITE HILL RM 3                      23.545 METERS 13318     |
 PH1754| CZ7476 1436 ADJ                                           1680757.7 |
 PH1754| PH1757 WHITE HILL LOOKOUT TOWER            APPROX. 0.5 KM 1682939.7 |
 PH1754|---------------------------------------------------------------------|
 PH1754
 PH1754                          SUPERSEDED SURVEY CONTROL
 PH1754
 PH1754  NAD 83(1986)-  44 35 54.96205(N)    074 46 30.55720(W) AD(       ) 2
 PH1754  NAD 27      -  44 35 54.73500(N)    074 46 31.85800(W) AD(       ) 2
 PH1754  NGVD 29 (07/19/86)  435.03   (m)         1427.3    (f) LEVELING    3  
 PH1754
 PH1754.Superseded values are not recommended for survey control.
 PH1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1754.See file dsdata.txt to determine how the superseded data were derived.
 PH1754
 PH1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1784538386(NAD 83)
 PH1754
 PH1754  HISTORY     - Date     Condition        Report By
 PH1754  HISTORY     - 1942     MONUMENTED       USGS
 PH1754  HISTORY     - 1963     GOOD             CGS
 PH1754  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PH1754  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PH1754
 PH1754                          STATION DESCRIPTION
 PH1754
 PH1754'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (PLB)
 PH1754'STATION IS LOCATED ON A BARE KNOLL ABOUT 3 MILES SE OF
 PH1754'PARISHVILLE AND ABOUT 8 MILES NE OF COLTON ON THE PROPERTY OF
 PH1754'MR. ROY CRUMP.  MARK IS A STANDARD U.S.G.S. B.M. SET FLUSH IN
 PH1754'OUTCROPPING BEDROCK IN THE NW CORNER OF A CULTIVATED
 PH1754'FIELD.  MARK IS 366 FEET WESTERLY FROM THE NE CORNER OF THE
 PH1754'FIELD.  MARK IS STAMPED ELEV 1427 1903.
 PH1754'
 PH1754'REFERENCE MARK NO. 1 IS 66.15 FEET N OF THE STATION SET FLUSH
 PH1754'IN THE SAME LEDGE AS THE STATION.  MARK IS 13 PACES S OF THE
 PH1754'FENCE ALONG THE N SIDE OF THE FIELD.  MARK IS STAMPED WHITE HILL
 PH1754'USGS NO 1 1942.
 PH1754'
 PH1754'REFERENCE MARK NO. 2 IS 124.22 FEET SE OF THE STATION SET
 PH1754'FLUSH IN A BOULDER WHICH PROJECTS ABOUT A FOOT ABOVE THE
 PH1754'GROUND.  BOULDER IS ABOUT 25 PACES E OF A PILE OF ROCKS ON THE
 PH1754'W SIDE ON THE FIELD.  MARK IS STAMPED WHITE HILL NO 2 USGS 1942.
 PH1754'
 PH1754'AZIMUTH MARK IS U.S. GEOLOGICAL STATION NIERNY WHICH IS ABOUT
 PH1754'0.3 MILE S OF THE STATION.  MARK IS A STANDARD USGS BENCH MARK
 PH1754'SET FLUSH IN THE N END OF AN OUTCROPPING OF BEDROCK AND IS
 PH1754'ABOUT MIDWAY BETWEEN TWO EAST AND WEST RAIL FENCES.  MARK IS
 PH1754'STAMPED 1486 1903 ADJ.  TO REACH THE AZIMUTH MARK FROM THE
 PH1754'STATION RETURN TO THE ROAD AND TURN RIGHT, S, AND GO 0.2 MILE
 PH1754'TO A TRIANGULAR BLAZED PINE TREE ON THE RIGHT JUST BEFORE
 PH1754'REACHING A SMALL WHITE HOUSE AND UNPAINTED BARN ON THE
 PH1754'LEFT.  WALK W THROUGH THE PASTURE FOR ABOUT 75 YARDS TO THE
 PH1754'LEDGE AND THE AZIMUTH MARK.
 PH1754'
 PH1754'TO REACH THE STATION FROM THE BRIDGE IN PARISHVILLE GO SW ON
 PH1754'STATE ROUTE 72 FOR 0.15 MILE TO A SIDE ROAD LEFT AT A ROUND
 PH1754'CONCRETE WATERING TROUGH.  THEN TURN LEFT AND FOLLOW A NARROW
 PH1754'PAVED ROAD SE FOR 3.05 MILES TO A SHARP TURN RIGHT IN THE ROAD
 PH1754'AND A DIRT SIDE ROAD LEFT.  CONTINUE ON THE PAVED ROAD FOR
 PH1754'0.4 MILE TO MR. CRUMPS WHITE HOUSE ON THE LEFT AND A RED BARN
 PH1754'ON THE RIGHT, TURN RIGHT INTO CULTIVATED FIELD AND DRIVE ACROSS
 PH1754'THE FIELD FOR 0.15 MILE TO THE NW CORNER AND THE STATION.
 PH1754'
 PH1754'STATIONS MC CARTHY, PARISH, AND CATHERINE ARE VISIBLE FROM THE
 PH1754'GROUND.
 PH1754'
 PH1754'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PH1754
 PH1754                          STATION RECOVERY (1963)
 PH1754
 PH1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1754'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 PH1754'A BUILDING HAS BEEN BUILT ON LINE TO REFERENCE MARK 2 AND IT WAS
 PH1754'DESTROYED AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE AZIMUTH
 PH1754'MARK CHECKED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE
 PH1754'DISTANCE WAS FOUND TO BE 0.23 OF A FOOT LONGER THAN THE PREVIOUS
 PH1754'MEASUREMENT.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 PH1754'
 PH1754'ABOUT 3 MILES SOUTHEAST OF PARISHVILLE, 8 MILES NORTHEAST OF COLTON,
 PH1754'AND ON A BARE HILL OWNED BY A MR. ELLIS.  IT IS A STANDARD
 PH1754'GEOLOGICAL SURVEY STATION DISK SET IN A DRILL HOLE IN OUTCROPPING
 PH1754'BEDROCK, 6 FEET SOUTHEAST OF A WITNESS POST AND 8 FEET EAST OF
 PH1754'THE WEST EDGE OF THE ROCK OUTCROP.  THE DISK IS STAMPED 1427 1903.
 PH1754'
 PH1754'TO REACH FROM THE U.S. POST OFFICE IN PARISHVILLE, GO SOUTHWEST ON
 PH1754'STATE HIGHWAY 56 FOR 0.05 MILE TO A BRIDGE.  CONTINUE SOUTHWEST ON
 PH1754'THE HIGHWAY FOR 0.15 MILE TO A GEORGE STREET ON THE LEFT.  TURN LEFT
 PH1754'ON GEORGE STREET AND GO SOUTHEAST FOR 3.3 MILES TO A RADIO MAST
 PH1754'AND THE STATION ON THE RIGHT.
 PH1754'
 PH1754'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 PH1754'ROAD FOR 0.3 MILE TO A BOARD GATE ON THE RIGHT.  TURN RIGHT AND GO
 PH1754'WEST FOR 0.05 MILE TO THE WHITE HILL LOOKOUT TOWER AND THE AZIMUTH
 PH1754'MARK.
 PH1754'
 PH1754'REFERENCE MARK 1 IS 66 FEET NORTHEAST OF THE WITNESS POST, 121 FEET
 PH1754'NORTH OF A RADIO MAST AND CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 PH1754'BEDROCK.  IT IS A STANDARD REFERENCE MARK DISK STAMPED WHITE HILL
 PH1754'NO 1 1942.
 PH1754'
 PH1754'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 PH1754'DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 3 INCHES.  IT IS 15 WEST
 PH1754'OF THE RADIO MAST, 92 FEET SOUTHEAST OF THE WITNESS POST AND IS
 PH1754'STAMPED WHITE HILL NO 3 1963.
 PH1754'
 PH1754'THE AZIMUTH MARK IS A STANDARD USGS STATION MARK DISK CEMENTED IN A
 PH1754'DRILL HOLE IN A ROCK OUTCROP.  IT IS 14 FEET NORTH OF THE NORTHEAST
 PH1754'LEG OF THE FIRE TOWER, 60 FEET EAST SOUTHEAST OF A 14 INCH PINE
 PH1754'TREE, 50 FEET SOUTHEAST OF A 14 INCH PINE TREE AND 22 FEET
 PH1754'NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED NEW YORK 1903
 PH1754'ADJ.
 PH1754'
 PH1754'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PH1754
 PH1754                          STATION RECOVERY (1975)
 PH1754
 PH1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PH1754'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE TO RM 1
 PH1754'IS .009 METER LONGER THAN 1963 DISTANCE AND TO RM 3 IT IS
 PH1754'.017 METER LONGER.  ANGLES TO BOTH REFERENCE MARKS CHECKED THE
 PH1754'1963 ANGLES VERY CLOSELY.  THE RADIO MAST NEAR STATION BELONGS
 PH1754'TO THE NEW YORK WATER COMMISSION.
 PH1754'
 PH1754'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF PARISHVILLE, NEAR
 PH1754'A RADIO MAST, ON THE NORTH END OF A LONG HILL, ABOUT 100 YARDS
 PH1754'WEST OF A MACADAM ROAD.  THERE IS A FIRE LOOKOUT TOWER ON THE
 PH1754'SOUTH END OF THE HILL, ABOUT 0.35 MILE DISTANT.
 PH1754'
 PH1754'TO REACH STATION FROM THE U.S. POST OFFICE IN PARISHVILLE, GO
 PH1754'WEST ON NY RTE. 72 FOR 0.2 MILE.  TURN LEFT, BY THE TOWN
 PH1754'HIGHWAY SHOPS, AND GO SOUTH ON GEORGE STREET, AND CONTINUING
 PH1754'SOUTH ON MACADAM ROAD, FOR 3.2 MILES TO A TRACK ROAD RIGHT,
 PH1754'JUST BEFORE REACHING TOP OF LONG GRADE.  GO RIGHT FOR 75 YARDS
 PH1754'TO THE RADIO MAST, AND STATION JUST BEYOND.
 PH1754'
 PH1754'STATION MARK IS A USGS TRIANGULATION STATION DISK STAMPED 1427
 PH1754'1903 ADJ, CEMENTED IN A DRILL HOLE IN SOLID BEDROCK LEDGE ALONG
 PH1754'BROW OF HILL, 8 FEET EAST OF EDGE OF STEEP ROCKY DROP, 7 FEET
 PH1754'EAST-SOUTHEAST OF A METAL WITNESS POST, AND 86.9 FEET NORTHWEST
 PH1754'OF THE RADIO MAST.
 PH1754'
 PH1754'RM NO. 1 IS A STANDARD DISK STAMPED WHITE HILL NO 1 1942,
 PH1754'CEMENTED IN A DRILL HOLE IN THE SLOPING NORTH END OF THE SAME
 PH1754'BEDROCK LEDGE THAT THE STATION IS ON.  IT IS 121 FEET NORTH OF
 PH1754'THE RADIO MAST AND 2 FEET LOWER THAN STATION MARK.
 PH1754'
 PH1754'RM NO. 3 IS A STANDARD DISK STAMPED WHITE HILL NO 3 1963,
 PH1754'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 5 INCHES FROM
 PH1754'GROUND.  IT IS 15 FEET WEST OF THE RADIO MAST AND 2 FEET LOWER
 PH1754'THAN STATION MARK.
 PH1754'
 PH1754'AZIMUTH MARK IS A USGS TRIANGULATION STATION DISK STAMPED
 PH1754'1436 1908 ADJ, CEMENTED IN A DRILL HOLE IN SOLID BEDROCK MOUND
 PH1754'ON WHICH THE ABANDONED FIRE TOWER STANDS.  IT IS 13.7 FEET
 PH1754'NORTH OF NORTHEAST LEG OF THE TOWER AND ABOUT 75 YARDS WEST OF
 PH1754'MACADAM ROAD.  TO REACH FROM THE STATION, GO SOUTH ON MACADAM
 PH1754'ROAD FOR 0.35 MILE TO FIRE TOWER ON RIGHT, AND AZIMUTH MARK ON
 PH1754'SAME MOUND.
 PH1754'
 PH1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PH1754'3 MILES SOUTHEAST OF PARISHVILLE.
 PH1754
 PH1754                          STATION RECOVERY (1976)
 PH1754
 PH1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 PH1754'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 PH1754'FOUND IN GOOD CONDITION. THE AZIMUTH MARK IS NOW OBSTRUCTED
 PH1754'BY TREES. AN ADEQUATE CHECK WAS MADE ON THE HORIZONTAL ANGLE
 PH1754'AND MEASUREMENTS TO REFERENCE MARKS 1 AND 3.
 PH1754'
 PH1754'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF COLTON,
 PH1754'3 MILES SOUTHEAST OF PARISHVILLE AND ON PROPERTY OWNED BY MR.
 PH1754'ELLIS.
 PH1754'
 PH1754'TO REACH THE STATION FROM THE POST OFFICE IN PARISHVILLE, GO
 PH1754'SOUTHWEST ON STATE HIGHWAY 56 FOR 0.05 MILE TO A BRIDGE.
 PH1754'CONTINUE SOUTHWEST FOR 0.15 MILE TO GEORGE STREET. TURN LEFT
 PH1754'ON GEORGE STREET AND GO SOUTHEAST FOR 3.3 MILES TO RADIO MAST AND
 PH1754'STATION ON THE RIGHT.
 PH1754'
 PH1754'STATION MARK, STAMPED---1427 1903---, IS A U.S. GEOLOGICAL
 PH1754'SURVEY DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF
 PH1754'BEDROCK FLUSH WITH THE GROUND. IT IS 6 FEET SOUTHEAST OF A
 PH1754'WITNESS POST AND ON A PROMINENT OUTCROPPING OF BEDROCK.
 PH1754'
 PH1754'REFERENCE MARK 1,STAMPED---WHITE HILL USGS NO 1 1963---,IS
 PH1754'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 PH1754'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 66 FEET
 PH1754'NORTHEAST OF THE WITNESS POST, 121 FEET NORTH OF THE
 PH1754'RADIO MAST AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 PH1754'
 PH1754'REFERENCE MARK 3, STAMPED---WHITE HILL NO 3 1963---,IS
 PH1754'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 PH1754'IS FLUSH WITH THE GROUND. IT IS 15 FEET WEST OF THE RADIO MAST,
 PH1754'92 FEET SOUTHEAST OF THE WITNESS POST AND ABOUT 2 FEET
 PH1754'LOWER THAN THE STATION.
 PH1754'
 PH1754'AZIMUTH MARK, STAMPED---NEW YORY 1903---,IS A U.S.
 PH1754'GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN AN
 PH1754'OUTCROPPING OF BEDROCK.  IT IS 14 FEET NORTH OF THE
 PH1754'NORTHEAST LEG OF THE LOOKOUT TOWER AND 22 FEET
 PH1754'NORTHWEST OF A WITNESS POST.
 PH1754'
 PH1754'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 01.4 METERS.
 PH1754'
 PH1754'DESCRIBED BY K.R.WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1183 ***********************************************************************
 PH1183  DESIGNATION -  143
 PH1183  PID         -  PH1183
 PH1183  STATE/COUNTY-  NY/ST LAWRENCE
 PH1183  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1183
 PH1183                         *CURRENT SURVEY CONTROL
 PH1183  ___________________________________________________________________
 PH1183* NAD 83(1986)-  44 23 31.     (N)    075 46 35.     (W)     SCALED    
 PH1183* NAVD 88     -       113.793  (meters)     373.34   (feet)  ADJUSTED  
 PH1183  ___________________________________________________________________
 PH1183  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 PH1183  DYNAMIC HT  -         113.782 (meters)     373.30  (feet)  COMP
 PH1183  MODELED GRAV-     980,515.2   (mgal)                       NAVD 88
 PH1183
 PH1183  VERT ORDER  -  SECOND    CLASS 0
 PH1183
 PH1183.The horizontal coordinates were scaled from a topographic map and have
 PH1183.an estimated accuracy of +/- 6 seconds.
 PH1183
 PH1183.The orthometric height was determined by differential leveling
 PH1183.and adjusted by the National Geodetic Survey in June 1991..
 PH1183
 PH1183.The geoid height was determined by GEOID03.
 PH1183
 PH1183.The dynamic height is computed by dividing the NAVD 88
 PH1183.geopotential number by the normal gravity value computed on the
 PH1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1183.degrees latitude (g = 980.6199 gals.).
 PH1183
 PH1183.The modeled gravity was interpolated from observed gravity values.
 PH1183
 PH1183;                    North         East    Units  Estimated Accuracy
 PH1183;SPC NY E     -   618,100.       48,310.      MT  (+/- 180 meters Scaled)
 PH1183
 PH1183                          SUPERSEDED SURVEY CONTROL
 PH1183
 PH1183  NGVD 29 (??/??/92)  113.929  (m)          373.78   (f) ADJ UNCH    2 0
 PH1183
 PH1183.Superseded values are not recommended for survey control.
 PH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1183.See file dsdata.txt to determine how the superseded data were derived.
 PH1183
 PH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ381157(NAD 83)
 PH1183_MARKER: Q = CHISELED SQUARE
 PH1183_SETTING: 80 = SET IN A BOULDER
 PH1183_SP_SET: BOULDER
 PH1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1183+STABILITY: SURFACE MOTION
 PH1183
 PH1183  HISTORY     - Date     Condition        Report By
 PH1183  HISTORY     - UNK      MONUMENTED       USLS
 PH1183  HISTORY     - 1943     GOOD             NGS
 PH1183  HISTORY     - 1947     GOOD             AMS
 PH1183
 PH1183                          STATION DESCRIPTION
 PH1183
 PH1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1183'3.9 MI SW FROM CHIPPEWA BAY.
 PH1183'ABOUT 3.9 MILES SOUTHWEST OF CHIPPEWA BAY, ST. LAWRENCE COUNTY, ON
 PH1183'CALLABOGA ROAD, ABOUT 270 FEET NORTHEAST OF THE JUNCTION OF A ROAD
 PH1183'LEADING SOUTHEAST, ABOUT 310 FEET WEST OF THE WEST SIDE OF A
 PH1183'SCHOOLHOUSE, IN FRONT OF THE MRS. HOLMES PROPERTY, 4 FEET SOUTHEAST OF
 PH1183'A RIGHT-OF-WAY FENCE, 40 FEET NORTHEAST OF A CROSS FENCE, 22 FEET
 PH1183'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ON THE TOP OF A 3- BY
 PH1183'3-FOOT BOULDER.  THE TOP OF A KNOB IN A 2-INCH CHISELED SQUARE 3
 PH1183'INCHES WEST OF THE CHISELED FIGURES 143.
 PH1183
 PH1183                          STATION RECOVERY (1947)
 PH1183
 PH1183'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2192 ***********************************************************************
 PH2192  DESIGNATION -  143 SUB IBC
 PH2192  PID         -  PH2192
 PH2192  STATE/COUNTY-  NY/ST LAWRENCE
 PH2192  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2192
 PH2192                         *CURRENT SURVEY CONTROL
 PH2192  ___________________________________________________________________
 PH2192* NAD 83(1996)-  44 39 33.90185(N)    075 34 37.55440(W)     ADJUSTED  
 PH2192* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2192  ___________________________________________________________________
 PH2192  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 PH2192  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 PH2192
 PH2192  HORZ ORDER  -  THIRD
 PH2192
 PH2192.The horizontal coordinates were established by classical geodetic methods
 PH2192.and adjusted by the National Geodetic Survey in January 1999..
 PH2192
 PH2192.The orthometric height was scaled from a topographic map.
 PH2192
 PH2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2192
 PH2192.The geoid height was determined by GEOID03.
 PH2192
 PH2192;                    North         East     Units Scale Factor Converg.
 PH2192;SPC NY E     -   647,593.937    64,581.056   MT  0.99998970   -0 45 25.7
 PH2192;SPC NY E     - 2,124,647.77    211,879.68   sFT  0.99998970   -0 45 25.7
 PH2192;UTM  18      - 4,945,279.060   454,247.152   MT  0.99962574   -0 24 20.3
 PH2192
 PH2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2192!SPC NY E     -   0.99999319  x   0.99998970  =   0.99998289
 PH2192!UTM  18      -   0.99999319  x   0.99962574  =   0.99961893
 PH2192
 PH2192:                Primary Azimuth Mark                     Grid Az
 PH2192:SPC NY E     -  141 SUB IBC                              039 08 28.0
 PH2192:UTM  18      -  141 SUB IBC                              038 47 22.6
 PH2192
 PH2192|---------------------------------------------------------------------|
 PH2192| PID    Reference Object                     Distance      Geod. Az  |
 PH2192|                                                           dddmmss.s |
 PH2192| PH2189 141 SUB IBC                         APPROX. 2.8 KM 0382302.3 |
 PH2192| PH2185 PRESCOTT ST JOHNS ANG C SP IBC      APPROX. 7.5 KM 0393935.8 |
 PH2192| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 9.7 KM 2142112.4 |
 PH2192|---------------------------------------------------------------------|
 PH2192
 PH2192                          SUPERSEDED SURVEY CONTROL
 PH2192
 PH2192  NAD 83(1986)-  44 39 33.90874(N)    075 34 37.55518(W) AD(       ) 3
 PH2192  NAD 27      -  44 39 33.69000(N)    075 34 38.71900(W) AD(       ) 3
 PH2192
 PH2192.Superseded values are not recommended for survey control.
 PH2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2192.See file dsdata.txt to determine how the superseded data were derived.
 PH2192
 PH2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5424745279(NAD 83)
 PH2192_MARKER: DD = SURVEY DISK
 PH2192_SETTING: 66 = SET IN ROCK OUTCROP
 PH2192_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH2192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2192+STABILITY: POSITION/ELEVATION WELL
 PH2192
 PH2192  HISTORY     - Date     Condition        Report By
 PH2192  HISTORY     - 1939     MONUMENTED       IBC
 PH2192  HISTORY     - 1957     GOOD             IBC
 PH2192  HISTORY     - 19940904 GOOD             USPSQD
 PH2192
 PH2192                          STATION DESCRIPTION
 PH2192
 PH2192'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2192'ABOUT 5 MILES ABOVE PRESCOTT, ON THE NORTH SHORE OF THE ST LAWRENCE
 PH2192'RIVER, ON THE THIRD POINT OF THE SHORE LINE OF ANY PROMINENCE IN THE
 PH2192'FIRST MILE AND ONE - HALF ABOVE LITTLE CHURCH BAY.  THE STATION IS
 PH2192'JUST ABOVE EXTREME HIGH - WATER MARK.
 PH2192'
 PH2192'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2192'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN AN OUTCROPPING ROCK
 PH2192'SHOWING ABOUT 2 - BY 2 - FEET NEARLY FLUSH WITH THE SURFACE OF THE
 PH2192'GROUND AMONG SOME SMALLER OUTCROPS.  REFERENCE MARK 1 IS A DRILL HOLE
 PH2192'AND AN ARROW CUT IN A ROCK SHOWING 2 BY 2 FEET AND 6 INCHES HIGH
 PH2192'UPSTREAM FROM THE STATION.  REFERENCE MARK 2 IS A LIKE MARK CUT IN A
 PH2192'ROCK SHOWING 2 BY 3 FEET AND 6 INCHES HIGH JUST OUTSIDE THE LINE OF
 PH2192'WILLOWS DOWNSTREAM FROM THE STATION.
 PH2192
 PH2192                          STATION RECOVERY (1957)
 PH2192
 PH2192'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2192'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 400 FEET
 PH2192'DOWNSTREAM FROM A NEW DOCK, AND ON DUPONT COMPANY PROPERTY.
 PH2192
 PH2192                          STATION RECOVERY (1994)
 PH2192
 PH2192'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0607 ***********************************************************************
 NC0607  DESIGNATION -  1434 D
 NC0607  PID         -  NC0607
 NC0607  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0607  USGS QUAD   -  PANAMA (1976)
 NC0607
 NC0607                         *CURRENT SURVEY CONTROL
 NC0607  ___________________________________________________________________
 NC0607* NAD 83(1986)-  42 00 50.     (N)    079 26 53.     (W)     SCALED    
 NC0607* NAVD 88     -       437.296  (meters)    1434.70   (feet)  ADJUSTED  
 NC0607  ___________________________________________________________________
 NC0607  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NC0607  DYNAMIC HT  -         437.124 (meters)    1434.13  (feet)  COMP
 NC0607  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 NC0607
 NC0607  VERT ORDER  -  SECOND    CLASS 0
 NC0607
 NC0607.The horizontal coordinates were scaled from a topographic map and have
 NC0607.an estimated accuracy of +/- 6 seconds.
 NC0607
 NC0607.The orthometric height was determined by differential leveling
 NC0607.and adjusted by the National Geodetic Survey in June 1991..
 NC0607
 NC0607.The geoid height was determined by GEOID03.
 NC0607
 NC0607.The dynamic height is computed by dividing the NAVD 88
 NC0607.geopotential number by the normal gravity value computed on the
 NC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0607.degrees latitude (g = 980.6199 gals.).
 NC0607
 NC0607.The modeled gravity was interpolated from observed gravity values.
 NC0607
 NC0607;                    North         East    Units  Estimated Accuracy
 NC0607;SPC NY W     -   224,000.      278,380.      MT  (+/- 180 meters Scaled)
 NC0607
 NC0607                          SUPERSEDED SURVEY CONTROL
 NC0607
 NC0607  NGVD 29 (??/??/92)  437.447  (m)         1435.19   (f) ADJ UNCH    2 0
 NC0607
 NC0607.Superseded values are not recommended for survey control.
 NC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0607.See file dsdata.txt to determine how the superseded data were derived.
 NC0607
 NC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG285524(NAD 83)
 NC0607_MARKER: DD = SURVEY DISK
 NC0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0607_SP_SET: BRIDGE
 NC0607_STAMPING: DUNKIRK 1434
 NC0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0607
 NC0607  HISTORY     - Date     Condition        Report By
 NC0607  HISTORY     - UNK      MONUMENTED       USGS
 NC0607  HISTORY     - 1935     GOOD             NGS
 NC0607  HISTORY     - 19961110 MARK NOT FOUND   USPSQD
 NC0607  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NC0607
 NC0607                          STATION DESCRIPTION
 NC0607
 NC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0607'IN NIOBE.
 NC0607'AT NIOBE ON ERIE R.R 630 FEET EAST OF STATION ON BRIDGE NO. 47/72
 NC0607'(50-FOOT SPAN GIRDER) ON WEST ABUTMENT, NORTH SIDE 7 FEET NORTH OF
 NC0607'NORTH RAIL 2 FEET BELOW TOP OF RAIL.
 NC0607
 NC0607                          STATION RECOVERY (1996)
 NC0607
 NC0607'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0607'MARK NOT FOUND.
 NC0607
 NC0607                          STATION RECOVERY (2002)
 NC0607
 NC0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NC0607'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0041 ***********************************************************************
 NC0041  DESIGNATION -  1436
 NC0041  PID         -  NC0041
 NC0041  STATE/COUNTY-  NY/WYOMING
 NC0041  USGS QUAD   -  JOHNSONBURG (1966)
 NC0041
 NC0041                         *CURRENT SURVEY CONTROL
 NC0041  ___________________________________________________________________
 NC0041* NAD 83(1986)-  42 41 49.     (N)    078 21 32.     (W)     SCALED    
 NC0041* NAVD 88     -       437.634  (meters)    1435.80   (feet)  ADJUSTED  
 NC0041  ___________________________________________________________________
 NC0041  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NC0041  DYNAMIC HT  -         437.486 (meters)    1435.32  (feet)  COMP
 NC0041  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NC0041
 NC0041  VERT ORDER  -  SECOND    CLASS 0
 NC0041
 NC0041.The horizontal coordinates were scaled from a topographic map and have
 NC0041.an estimated accuracy of +/- 6 seconds.
 NC0041
 NC0041.The orthometric height was determined by differential leveling
 NC0041.and adjusted by the National Geodetic Survey in June 1991..
 NC0041
 NC0041.The geoid height was determined by GEOID03.
 NC0041
 NC0041.The dynamic height is computed by dividing the NAVD 88
 NC0041.geopotential number by the normal gravity value computed on the
 NC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0041.degrees latitude (g = 980.6199 gals.).
 NC0041
 NC0041.The modeled gravity was interpolated from observed gravity values.
 NC0041
 NC0041;                    North         East    Units  Estimated Accuracy
 NC0041;SPC NY W     -   299,530.      368,390.      MT  (+/- 180 meters Scaled)
 NC0041
 NC0041                          SUPERSEDED SURVEY CONTROL
 NC0041
 NC0041  NGVD 29 (??/??/92)  437.762  (m)         1436.22   (f) ADJ UNCH    2 0
 NC0041
 NC0041.Superseded values are not recommended for survey control.
 NC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0041.See file dsdata.txt to determine how the superseded data were derived.
 NC0041
 NC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH163305(NAD 83)
 NC0041_MARKER: DD = SURVEY DISK
 NC0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0041_SP_SET: SIDEWALK
 NC0041_STAMPING: 1436 1922
 NC0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0041
 NC0041  HISTORY     - Date     Condition        Report By
 NC0041  HISTORY     - 1922     MONUMENTED       USGS
 NC0041  HISTORY     - 1935     GOOD             NGS
 NC0041
 NC0041                          STATION DESCRIPTION
 NC0041
 NC0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0041'IN NORTH JAVA.
 NC0041'AT NORTH JAVA ON A. AND A.R.R. 58 FEET SOUTHEAST OF SOUTHEAST CORNER
 NC0041'OF STATION 40 FEET SOUTHEAST OF GRADE CROSSING 38 FEET EAST OF CENTER
 NC0041'LINE OF TRACK AT NORTHWEST CORNER OF HOTEL IN TOP OF CONCRETE SIDEWALK
 NC0041'(SLAB IS IN BAD STATE OF DETERIORATION) 1 FOOT BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0042 ***********************************************************************
 NC0042  DESIGNATION -  1437.64
 NC0042  PID         -  NC0042
 NC0042  STATE/COUNTY-  NY/WYOMING
 NC0042  USGS QUAD   -  JOHNSONBURG (1966)
 NC0042
 NC0042                         *CURRENT SURVEY CONTROL
 NC0042  ___________________________________________________________________
 NC0042* NAD 83(1986)-  42 41 49.     (N)    078 21 31.     (W)     SCALED    
 NC0042* NAVD 88     -       438.099  (meters)    1437.33   (feet)  ADJUSTED  
 NC0042  ___________________________________________________________________
 NC0042  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NC0042  DYNAMIC HT  -         437.951 (meters)    1436.84  (feet)  COMP
 NC0042  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NC0042
 NC0042  VERT ORDER  -  SECOND    CLASS 0
 NC0042
 NC0042.The horizontal coordinates were scaled from a topographic map and have
 NC0042.an estimated accuracy of +/- 6 seconds.
 NC0042
 NC0042.The orthometric height was determined by differential leveling
 NC0042.and adjusted by the National Geodetic Survey in June 1991..
 NC0042
 NC0042.The geoid height was determined by GEOID03.
 NC0042
 NC0042.The dynamic height is computed by dividing the NAVD 88
 NC0042.geopotential number by the normal gravity value computed on the
 NC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0042.degrees latitude (g = 980.6199 gals.).
 NC0042
 NC0042.The modeled gravity was interpolated from observed gravity values.
 NC0042
 NC0042;                    North         East    Units  Estimated Accuracy
 NC0042;SPC NY W     -   299,530.      368,410.      MT  (+/- 180 meters Scaled)
 NC0042
 NC0042                          SUPERSEDED SURVEY CONTROL
 NC0042
 NC0042  NGVD 29 (??/??/92)  438.227  (m)         1437.75   (f) ADJ UNCH    2 0
 NC0042
 NC0042.Superseded values are not recommended for survey control.
 NC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0042.See file dsdata.txt to determine how the superseded data were derived.
 NC0042
 NC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH163305(NAD 83)
 NC0042_MARKER: Q = CHISELED SQUARE
 NC0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0042_SP_SET: CONCRETE SLAB
 NC0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0042
 NC0042  HISTORY     - Date     Condition        Report By
 NC0042  HISTORY     - UNK      MONUMENTED       USGS
 NC0042  HISTORY     - 1935     GOOD             NGS
 NC0042
 NC0042                          STATION DESCRIPTION
 NC0042
 NC0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0042'IN NORTH JAVA.
 NC0042'AT NORTH JAVA ON A. AND A.R.R. AT ENTRANCE TO WAITING ROOM OF STATION
 NC0042'4 FEET WEST OF CENTER LINE OF TRACK 4 INCHES BELOW TOP OF RAIL IN
 NC0042'CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1949 ***********************************************************************
 OE1949  DESIGNATION -  143=CANASTOTA RESET
 OE1949  PID         -  OE1949
 OE1949  STATE/COUNTY-  NY/MADISON
 OE1949  USGS QUAD   -  ONEIDA (1993)
 OE1949
 OE1949                         *CURRENT SURVEY CONTROL
 OE1949  ___________________________________________________________________
 OE1949* NAD 83(1996)-  43 04 20.63921(N)    075 44 19.21296(W)     ADJUSTED  
 OE1949* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 OE1949  ___________________________________________________________________
 OE1949  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 OE1949  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 OE1949
 OE1949  HORZ ORDER  -  SECOND
 OE1949
 OE1949.The horizontal coordinates were established by classical geodetic methods
 OE1949.and adjusted by the National Geodetic Survey in January 1999..
 OE1949
 OE1949.The orthometric height was scaled from a topographic map.
 OE1949
 OE1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1949
 OE1949.The geoid height was determined by GEOID03.
 OE1949
 OE1949;                    North         East     Units Scale Factor Converg.
 OE1949;SPC NY C     -   341,558.958   318,789.595   MT  0.99999569   +0 34 36.7
 OE1949;SPC NY C     - 1,120,598.01  1,045,895.53   sFT  0.99999569   +0 34 36.7
 OE1949;UTM  18      - 4,769,119.463   439,862.828   MT  0.99964449   -0 30 16.1
 OE1949
 OE1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1949!SPC NY C     -   0.99997727  x   0.99999569  =   0.99997296
 OE1949!UTM  18      -   0.99997727  x   0.99964449  =   0.99962177
 OE1949
 OE1949:                Primary Azimuth Mark                     Grid Az
 OE1949:SPC NY C     -  WAMPSVILLE WATER TANK                    071 54 41.7
 OE1949:UTM  18      -  WAMPSVILLE WATER TANK                    072 59 34.5
 OE1949
 OE1949|---------------------------------------------------------------------|
 OE1949| PID    Reference Object                     Distance      Geod. Az  |
 OE1949|                                                           dddmmss.s |
 OE1949| OE1955 WAMPSVILLE WATER TANK               APPROX. 2.8 KM 0722918.4 |
 OE1949| OE1968 122=CRANSON RESET                   APPROX. 6.5 KM 2004626.6 |
 OE1949| CZ7604 CANASTOTA 143 RM 1                   47.290 METERS 23735     |
 OE1949| OE0999 CANASTOTA A                         APPROX. 2.3 KM 2620605.6 |
 OE1949| CZ7605 CANASTOTA 143 RM 2                   56.382 METERS 29754     |
 OE1949| CZ7603 CANASTOTA 143 AZ MK                                3065127.8 |
 OE1949|---------------------------------------------------------------------|
 OE1949
 OE1949                          SUPERSEDED SURVEY CONTROL
 OE1949
 OE1949  NAD 83(1986)-  43 04 20.64407(N)    075 44 19.21113(W) AD(       ) 2
 OE1949  NAD 27      -  43 04 20.40200(N)    075 44 20.54400(W) AD(       ) 2
 OE1949
 OE1949.Superseded values are not recommended for survey control.
 OE1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1949.See file dsdata.txt to determine how the superseded data were derived.
 OE1949
 OE1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3986369119(NAD 83)
 OE1949_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1949
 OE1949  HISTORY     - Date     Condition        Report By
 OE1949  HISTORY     - 1942     MONUMENTED       CGS
 OE1949  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1949  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 OE1949
 OE1949                          STATION DESCRIPTION
 OE1949
 OE1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1949'STATION IS LOCATED ABOUT 1.0 MILE SE OF CANASTOTA AND ABOUT
 OE1949'4.75 MILES WSW OF ONEIDA ON THE PROPERTY OF MR. WILLIAM
 OE1949'S. NEW.  STATION IS 12 PACES NW OF THE NW CORNER OF A SHED, 15
 OE1949'PACES W OF THE CENTER LINE OF A DRIVE BETWEEN A BARN AND THE
 OE1949'SHED, AND ABOUT 0.05 MILE N OF HIGHWAY 5.  AS THE OLD
 OE1949'N.Y.S.S. MONUMENT WAS LOOSE THE STATION HAS BEEN REMARKED WITH
 OE1949'A BRONZE U.S.C. AND G. DISK.  MARK IS STAMPED CANASTOTA
 OE1949'N.Y.S.S. 143 1879 1942 AND IS FLUSH WITH THE GROUND.
 OE1949'
 OE1949'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1949'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1949'
 OE1949'REFERENCE MARK NO.1 IS 1 FOOT E OF A N-S FENCE LINE W OF THE
 OE1949'STATION AND 8 FEET N OF A 14-INCH ELM TREE.  MARK IS STAMPED
 OE1949'CANASTOTA N.Y.S.S. 143 1942 NO.1 AND PROJECTS ABOUT 2 INCHES.
 OE1949'
 OE1949'REFERENCE MARK NO.2 IS 1 FOOT E OF THE FENCE LINE AND 13 PACES
 OE1949'N OF THE FENCE CORNER.  MARK IS STAMPED CANASTOTA N.Y.S.S. 143
 OE1949'1942 NO.2 AND PROJECTS ABOUT 2 INCHES.
 OE1949'
 OE1949'AZIMUTH MARK IS NW OF THE STATION 10 PACES N OF THE CENTER
 OE1949'LINE OF FIRST STREET IN CANASTOTA.  MARK IS 7 PACES W OF POLE
 OE1949'UGE 12/1000 1 6.6 A AND 6 PACES E OF A DRIVEWAY WHICH IS
 OE1949'ABOUT 0.05 MILE E OF TUTTLE AVENUE.  TO REACH THE AZIMUTH MARK
 OE1949'FROM THE STATION RETURN TO HIGHWAY AND TURN RIGHT.  GO W ON THE
 OE1949'HIGHWAY FOR 0.3 MILE TO TUTTLE AVENUE, TURN RIGHT AND N FOR 0.3
 OE1949'MILE TO FIRST STREET, TURN RIGHT AND GO 0.05 MILE TO MARK ON
 OE1949'THE LEFT.  MARK IS STAMPED CANASTOTA N.Y.S.S. 143 1942.  MARK
 OE1949'IS SET FLUSH WITH THE GROUND.
 OE1949'
 OE1949'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1949
 OE1949                          STATION RECOVERY (1974)
 OE1949
 OE1949'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1949'STATION MARK AND RM 1 FOUND IN GOOD CONDITION.  RM 2 IS TILTED
 OE1949'SLIGHTLY TO THE NORTH.  AZIMUTH MARK COULD NOT BE FOUND.  THE
 OE1949'PUBLISHED TIES PLACE IT IN A LAWN, AND CONSIDERABLE PRODDING
 OE1949'WAS DONE.  THE LINE FROM STATION IS BLOCKED BY TREES.  DISTANCE
 OE1949'AND ANGLES TO RMS WAS NOT CHECKED.  VIEW FROM STATION IS OPEN
 OE1949'TO DISTANT HILLS FROM WEST AROUND CLOCKWISE TO EAST, BUT ALL
 OE1949'ELSE IS BLOCKED BY BUILDINGS AND TREES.
 OE1949'
 OE1949'STATION MARK IS A STANDARD DISK STAMPED CANASTOTA 143 NYSS 1879
 OE1949'1942, SET IN A 12-INCH SQUARE, CONCRETE MONUMENT PROJECTING 2
 OE1949'INCHES ABOVE LAWN.
 OE1949'
 OE1949'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANASTOTA
 OE1949'143 NYSS NO 1 1942, SET IN A 12-INCH SQUARE, CONCRETE MONUMENT
 OE1949'PROJECTING 3 INCHES.  ON SLIGHT KNOLL ON LINE BETWEEN 2 YARDS.
 OE1949'
 OE1949'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANASTOTA
 OE1949'143 NYSS NO 2 1942, SET IN A 12-INCH SQUARE, CONCRETE MONUMENT
 OE1949'PROJECTING 6 INCHES.
 OE1949'
 OE1949'TO REACH STATION FROM THE JUNCTION OF NEW YORK RTES. 5 AND 13
 OE1949'IN CANASTOTA, GO EAST ON HIGHWAY 5 FOR 0.75 MILE TO
 OE1949'FARM BUILDINGS ON LEFT.
 OE1949
 OE1949                          STATION RECOVERY (1975)
 OE1949
 OE1949'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 OE1949'STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS 71 FEET
 OE1949'WNW OF THE NW CORNER OF CONCRETE BLOCK BARN AND 122 FEET 4
 OE1949'INCHES N OF 37 INCH TREE AT REAR OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0837 ***********************************************************************
 NB0837  DESIGNATION -  144
 NB0837  PID         -  NB0837
 NB0837  STATE/COUNTY-  NY/YATES
 NB0837  USGS QUAD   -  PENN YAN (1976)
 NB0837
 NB0837                         *CURRENT SURVEY CONTROL
 NB0837  ___________________________________________________________________
 NB0837* NAD 83(1986)-  42 39 10.     (N)    077 01 46.     (W)     SCALED    
 NB0837* NAVD 88     -       240.709  (meters)     789.73   (feet)  ADJUSTED  
 NB0837  ___________________________________________________________________
 NB0837  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NB0837  DYNAMIC HT  -         240.636 (meters)     789.49  (feet)  COMP
 NB0837  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NB0837
 NB0837  VERT ORDER  -  SECOND    CLASS 0
 NB0837
 NB0837.The horizontal coordinates were scaled from a topographic map and have
 NB0837.an estimated accuracy of +/- 6 seconds.
 NB0837
 NB0837.The orthometric height was determined by differential leveling
 NB0837.and adjusted by the National Geodetic Survey in June 1991..
 NB0837
 NB0837.The geoid height was determined by GEOID03.
 NB0837
 NB0837.The dynamic height is computed by dividing the NAVD 88
 NB0837.geopotential number by the normal gravity value computed on the
 NB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0837.degrees latitude (g = 980.6199 gals.).
 NB0837
 NB0837.The modeled gravity was interpolated from observed gravity values.
 NB0837
 NB0837;                    North         East    Units  Estimated Accuracy
 NB0837;SPC NY C     -   294,700.      213,420.      MT  (+/- 180 meters Scaled)
 NB0837
 NB0837                          SUPERSEDED SURVEY CONTROL
 NB0837
 NB0837  NGVD 29 (??/??/92)  240.86   (m)          790.2    (f) COMPUTED    2 0
 NB0837
 NB0837.Superseded values are not recommended for survey control.
 NB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0837.See file dsdata.txt to determine how the superseded data were derived.
 NB0837
 NB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN336242(NAD 83)
 NB0837_MARKER: B = BOLT
 NB0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0837_SP_SET: STEP
 NB0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0837
 NB0837  HISTORY     - Date     Condition        Report By
 NB0837  HISTORY     - UNK      MONUMENTED       PRR
 NB0837  HISTORY     - 1935     GOOD             NGS
 NB0837  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0837
 NB0837                          STATION DESCRIPTION
 NB0837
 NB0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0837'1.25 MI S FROM PENN YAN.
 NB0837'IS LOCATED 1.25 MILES SOUTH OF THE R.R. STATION. ON EAST HEADWALL OF
 NB0837'A 3 FT. PIPE CULVERT. FIRST STEP OF NORTH WING.
 NB0837
 NB0837                          STATION RECOVERY (1990)
 NB0837
 NB0837'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1118 ***********************************************************************
 PG1118  DESIGNATION -  1443 USGS
 PG1118  PID         -  PG1118
 PG1118  STATE/COUNTY-  NY/CLINTON
 PG1118  USGS QUAD   -  LYON MOUNTAIN (1968)
 PG1118
 PG1118                         *CURRENT SURVEY CONTROL
 PG1118  ___________________________________________________________________
 PG1118* NAD 83(1986)-  44 40 56.     (N)    073 59 04.     (W)     SCALED    
 PG1118* NAVD 88     -       439.749  (meters)    1442.74   (feet)  ADJUSTED  
 PG1118  ___________________________________________________________________
 PG1118  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 PG1118  DYNAMIC HT  -         439.697 (meters)    1442.57  (feet)  COMP
 PG1118  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 PG1118
 PG1118  VERT ORDER  -  SECOND    CLASS 0
 PG1118
 PG1118.The horizontal coordinates were scaled from a topographic map and have
 PG1118.an estimated accuracy of +/- 6 seconds.
 PG1118
 PG1118.The orthometric height was determined by differential leveling
 PG1118.and adjusted by the National Geodetic Survey in June 1991..
 PG1118
 PG1118.The geoid height was determined by GEOID03.
 PG1118
 PG1118.The dynamic height is computed by dividing the NAVD 88
 PG1118.geopotential number by the normal gravity value computed on the
 PG1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1118.degrees latitude (g = 980.6199 gals.).
 PG1118
 PG1118.The modeled gravity was interpolated from observed gravity values.
 PG1118
 PG1118;                    North         East    Units  Estimated Accuracy
 PG1118;SPC NY E     -   649,690.      190,870.      MT  (+/- 180 meters Scaled)
 PG1118
 PG1118                          SUPERSEDED SURVEY CONTROL
 PG1118
 PG1118  NGVD 29 (??/??/??)  439.808  (m)         1442.94   (f) ADJUSTED    2 0
 PG1118
 PG1118.Superseded values are not recommended for survey control.
 PG1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1118.See file dsdata.txt to determine how the superseded data were derived.
 PG1118
 PG1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ804481(NAD 83)
 PG1118_MARKER: DD = SURVEY DISK
 PG1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1118_SP_SET: BRIDGE ABUTMENT
 PG1118_STAMPING: 1443 -TT COVINGTON 1903 NEW YORK
 PG1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1118
 PG1118  HISTORY     - Date     Condition        Report By
 PG1118  HISTORY     - 1903     MONUMENTED       USGS
 PG1118  HISTORY     - 1935     GOOD             CGS
 PG1118
 PG1118                          STATION DESCRIPTION
 PG1118
 PG1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1118'1.8 MI S FROM STANDISH.
 PG1118'IS LOCATED 1.8 MILES SOUTH OF THE STATION AT STANDISH.  5 TELEGRAPH
 PG1118'POLES EAST OF M.P. P-42.  9.6 FEET SOUTH OF SOUTH RAIL.  ON SOUTH END
 PG1118'OF WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE.  STANDARD TABLET SET IN
 PG1118'CONCRETE ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0397 ***********************************************************************
 PH0397  DESIGNATION -  1444
 PH0397  PID         -  PH0397
 PH0397  STATE/COUNTY-  NY/ST LAWRENCE
 PH0397  USGS QUAD   -  CHILDWOLD (1968)
 PH0397
 PH0397                         *CURRENT SURVEY CONTROL
 PH0397  ___________________________________________________________________
 PH0397* NAD 83(1986)-  44 20 04.     (N)    074 43 35.     (W)     SCALED    
 PH0397* NAVD 88     -       440.183  (meters)    1444.17   (feet)  ADJUSTED  
 PH0397  ___________________________________________________________________
 PH0397  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 PH0397  DYNAMIC HT  -         440.110 (meters)    1443.93  (feet)  COMP
 PH0397  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 PH0397
 PH0397  VERT ORDER  -  SECOND    CLASS 0
 PH0397
 PH0397.The horizontal coordinates were scaled from a topographic map and have
 PH0397.an estimated accuracy of +/- 6 seconds.
 PH0397
 PH0397.The orthometric height was determined by differential leveling
 PH0397.and adjusted by the National Geodetic Survey in June 1991..
 PH0397
 PH0397.The geoid height was determined by GEOID03.
 PH0397
 PH0397.The dynamic height is computed by dividing the NAVD 88
 PH0397.geopotential number by the normal gravity value computed on the
 PH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0397.degrees latitude (g = 980.6199 gals.).
 PH0397
 PH0397.The modeled gravity was interpolated from observed gravity values.
 PH0397
 PH0397;                    North         East    Units  Estimated Accuracy
 PH0397;SPC NY E     -   610,950.      131,950.      MT  (+/- 180 meters Scaled)
 PH0397
 PH0397                          SUPERSEDED SURVEY CONTROL
 PH0397
 PH0397  NGVD 29 (??/??/92)  440.268  (m)         1444.45   (f) ADJ UNCH    2 0
 PH0397
 PH0397.Superseded values are not recommended for survey control.
 PH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0397.See file dsdata.txt to determine how the superseded data were derived.
 PH0397
 PH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ218090(NAD 83)
 PH0397_MARKER: DD = SURVEY DISK
 PH0397_SETTING: 80 = SET IN A BOULDER
 PH0397_SP_SET: BOULDER
 PH0397_STAMPING: NEW YORK 1444
 PH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0397+STABILITY: SURFACE MOTION
 PH0397
 PH0397  HISTORY     - Date     Condition        Report By
 PH0397  HISTORY     - UNK      MONUMENTED       USGS
 PH0397  HISTORY     - 1935     GOOD             NGS
 PH0397
 PH0397                          STATION DESCRIPTION
 PH0397
 PH0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0397'2.9 MI NE FROM SEVEY.
 PH0397'IS LOCATED 2.9 MILES NORTHEAST OF THE JUNCTION OF STATE HY. NO. 3 AND
 PH0397'56.  250 YDS. NORTH OF H.C. PERRYS RESEDENCE.  80 YDS. WEST OF
 PH0397'CENTERLINE OF HIGHWAY.  TABLET SET IN TOP OF LARGE BOULDER, 15 INCHES
 PH0397'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0151 ***********************************************************************
 PH0151  DESIGNATION -  1449
 PH0151  PID         -  PH0151
 PH0151  STATE/COUNTY-  NY/FRANKLIN
 PH0151  USGS QUAD   -  LAKE TITUS (1980)
 PH0151
 PH0151                         *CURRENT SURVEY CONTROL
 PH0151  ___________________________________________________________________
 PH0151* NAD 83(1986)-  44 39 34.     (N)    074 19 18.     (W)     SCALED    
 PH0151* NAVD 88     -       441.521  (meters)    1448.56   (feet)  ADJUSTED  
 PH0151  ___________________________________________________________________
 PH0151  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 PH0151  DYNAMIC HT  -         441.462 (meters)    1448.36  (feet)  COMP
 PH0151  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 PH0151
 PH0151  VERT ORDER  -  SECOND    CLASS 0
 PH0151
 PH0151.The horizontal coordinates were scaled from a topographic map and have
 PH0151.an estimated accuracy of +/- 6 seconds.
 PH0151
 PH0151.The orthometric height was determined by differential leveling
 PH0151.and adjusted by the National Geodetic Survey in June 1991..
 PH0151
 PH0151.The geoid height was determined by GEOID03.
 PH0151
 PH0151.The dynamic height is computed by dividing the NAVD 88
 PH0151.geopotential number by the normal gravity value computed on the
 PH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0151.degrees latitude (g = 980.6199 gals.).
 PH0151
 PH0151.The modeled gravity was interpolated from observed gravity values.
 PH0151
 PH0151;                    North         East    Units  Estimated Accuracy
 PH0151;SPC NY E     -   647,050.      164,140.      MT  (+/- 180 meters Scaled)
 PH0151
 PH0151                          SUPERSEDED SURVEY CONTROL
 PH0151
 PH0151  NGVD 29 (??/??/92)  441.580  (m)         1448.75   (f) ADJ UNCH    2 0
 PH0151
 PH0151.Superseded values are not recommended for survey control.
 PH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0151.See file dsdata.txt to determine how the superseded data were derived.
 PH0151
 PH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ537453(NAD 83)
 PH0151_MARKER: DB = BENCH MARK DISK
 PH0151_SETTING: 66 = SET IN ROCK OUTCROP
 PH0151_SP_SET: ROCK OUTCROP
 PH0151_STAMPING: 1449 A D J 1903
 PH0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0151+STABILITY: POSITION/ELEVATION WELL
 PH0151
 PH0151  HISTORY     - Date     Condition        Report By
 PH0151  HISTORY     - 1903     MONUMENTED       USGS
 PH0151  HISTORY     - 1942     GOOD             NGS
 PH0151
 PH0151                          STATION DESCRIPTION
 PH0151
 PH0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0151'3.2 MI W FROM DUANE CENTER.
 PH0151'TO REACH FROM THE METHODIST CHURCH IN DUANE CENTER, PROCEED 1.1 MILE
 PH0151'WEST ALONG STATE HIGHWAY NO. 10, TO THE INTERSECTION OF A COUNTY
 PH0151'ASPHALT ROAD, THENCE GO WESTERLY 2.1 MILE ON ASPHALT ROAD TO DEER
 PH0151'CREEK AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN A
 PH0151'ROCK OUTCROPPING, 140.0 FEET WEST OF DEER CREEK IT IS 15.0 FEET SOUTH
 PH0151'OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF ASPHALT ROAD.  NOTE--
 PH0151'THIS BENCH MARK IS 12.6 MILES EAST OF ST. REGIS FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1751 ***********************************************************************
 LX1751  DESIGNATION -  14.5
 LX1751  PID         -  LX1751
 LX1751  STATE/COUNTY-  NY/DUTCHESS
 LX1751  USGS QUAD   -  KINGSTON EAST (1980)
 LX1751
 LX1751                         *CURRENT SURVEY CONTROL
 LX1751  ___________________________________________________________________
 LX1751* NAD 83(1986)-  41 59 57.     (N)    073 55 52.     (W)     SCALED    
 LX1751* NAVD 88     -         4.368  (meters)      14.33   (feet)  ADJUSTED  
 LX1751  ___________________________________________________________________
 LX1751  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX1751  DYNAMIC HT  -           4.367 (meters)      14.33  (feet)  COMP
 LX1751  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 LX1751
 LX1751  VERT ORDER  -  FIRST     CLASS II
 LX1751
 LX1751.The horizontal coordinates were scaled from a topographic map and have
 LX1751.an estimated accuracy of +/- 6 seconds.
 LX1751
 LX1751.The orthometric height was determined by differential leveling
 LX1751.and adjusted by the National Geodetic Survey in June 1991..
 LX1751
 LX1751.The geoid height was determined by GEOID03.
 LX1751
 LX1751.The dynamic height is computed by dividing the NAVD 88
 LX1751.geopotential number by the normal gravity value computed on the
 LX1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1751.degrees latitude (g = 980.6199 gals.).
 LX1751
 LX1751.The modeled gravity was interpolated from observed gravity values.
 LX1751
 LX1751;                    North         East    Units  Estimated Accuracy
 LX1751;SPC NY E     -   351,660.      197,130.      MT  (+/- 180 meters Scaled)
 LX1751
 LX1751                          SUPERSEDED SURVEY CONTROL
 LX1751
 LX1751  NGVD 29 (??/??/92)    4.602  (m)           15.10   (f) ADJ UNCH    1 2
 LX1751
 LX1751.Superseded values are not recommended for survey control.
 LX1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1751.See file dsdata.txt to determine how the superseded data were derived.
 LX1751
 LX1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM885502(NAD 83)
 LX1751_MARKER: Q = CHISELED SQUARE
 LX1751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1751_SP_SET: CONCRETE BASE
 LX1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1751
 LX1751  HISTORY     - Date     Condition        Report By
 LX1751  HISTORY     - UNK      MONUMENTED       USGS
 LX1751  HISTORY     - 1955     GOOD             NGS
 LX1751
 LX1751                          STATION DESCRIPTION
 LX1751
 LX1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1751'AT BARRYTOWN.
 LX1751'AT BARRYTOWN, ALONG THE NEW YORK CENTRAL RAILROAD, IN THE TOP OF THE
 LX1751'NORTHWEST CORNER OF AN ABANDONED CONCRETE SIGNAL BASE (3 FEET SQUARE),
 LX1751'7 FEET WEST OF WEST RAIL, 135 FEET NORTH-NORTHWEST AND ACROSS TRACKS
 LX1751'FROM NORTHWEST CORNER OF STATION, 84 FEET NORTH-NORTHWEST OF CENTER OF
 LX1751'CROSSING OF WEST TRACK AND A ROAD, 69 FEET NORTH OF CENTER LINE OF
 LX1751'ROAD, 2 1/2 FEET SOUTH OF SOUTH LEG OF BASE OF WEST SIDE OF SIGNAL
 LX1751'BRIDGE NO. 265S1, AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2195 ***********************************************************************
 PH2195  DESIGNATION -  145 SUB IBC
 PH2195  PID         -  PH2195
 PH2195  STATE/COUNTY-  NY/ST LAWRENCE
 PH2195  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2195
 PH2195                         *CURRENT SURVEY CONTROL
 PH2195  ___________________________________________________________________
 PH2195* NAD 83(1996)-  44 38 22.86857(N)    075 36 11.01717(W)     ADJUSTED  
 PH2195* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2195  ___________________________________________________________________
 PH2195  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 PH2195  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 PH2195
 PH2195  HORZ ORDER  -  THIRD
 PH2195
 PH2195.The horizontal coordinates were established by classical geodetic methods
 PH2195.and adjusted by the National Geodetic Survey in January 1999..
 PH2195
 PH2195.The orthometric height was scaled from a topographic map.
 PH2195
 PH2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2195
 PH2195.The geoid height was determined by GEOID03.
 PH2195
 PH2195;                    North         East     Units Scale Factor Converg.
 PH2195;SPC NY E     -   645,429.030    62,492.487   MT  0.99999414   -0 46 30.4
 PH2195;SPC NY E     - 2,117,545.08    205,027.43   sFT  0.99999414   -0 46 30.4
 PH2195;UTM  18      - 4,943,102.178   452,172.658   MT  0.99962813   -0 25 25.5
 PH2195
 PH2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2195!SPC NY E     -   0.99999320  x   0.99999414  =   0.99998734
 PH2195!UTM  18      -   0.99999320  x   0.99962813  =   0.99962133
 PH2195
 PH2195:                Primary Azimuth Mark                     Grid Az
 PH2195:SPC NY E     -  MORRISTOWN STANDPIPE IBC                 211 10 01.5
 PH2195:UTM  18      -  MORRISTOWN STANDPIPE IBC                 210 48 56.6
 PH2195
 PH2195|---------------------------------------------------------------------|
 PH2195| PID    Reference Object                     Distance      Geod. Az  |
 PH2195|                                                           dddmmss.s |
 PH2195| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 6.7 KM 2102331.1 |
 PH2195| PH2196 147 SUB IBC                         APPROX. 1.2 KM 2254821.4 |
 PH2195|---------------------------------------------------------------------|
 PH2195
 PH2195                          SUPERSEDED SURVEY CONTROL
 PH2195
 PH2195  NAD 83(1986)-  44 38 22.87570(N)    075 36 11.01773(W) AD(       ) 3
 PH2195  NAD 27      -  44 38 22.66300(N)    075 36 12.17700(W) AD(       ) 3
 PH2195
 PH2195.Superseded values are not recommended for survey control.
 PH2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2195.See file dsdata.txt to determine how the superseded data were derived.
 PH2195
 PH2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5217343102(NAD 83)
 PH2195_MARKER: DD = SURVEY DISK
 PH2195_SETTING: 66 = SET IN ROCK OUTCROP
 PH2195_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH2195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2195+STABILITY: POSITION/ELEVATION WELL
 PH2195
 PH2195  HISTORY     - Date     Condition        Report By
 PH2195  HISTORY     - 1939     MONUMENTED       IBC
 PH2195  HISTORY     - 1957     SEE DESCRIPTION  IBC
 PH2195  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 PH2195
 PH2195                          STATION DESCRIPTION
 PH2195
 PH2195'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2195'ABOUT ONE - HALF MILE NORTHEAST OF MAITLAND, ONTARIO, ON A PROMINENT
 PH2195'POINT OF THE NORTH SHORE LINE OF THE ST LAWRENCE RIVER.  THE STATION
 PH2195'IS ABOUT 80 FEET DOWNSTREAM FROM THE SHARP BEND OF THE SHORE LINE OF
 PH2195'THE POINT.
 PH2195'
 PH2195'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2195'DISK STATION MARK SET IN A DRILL HOLE IN AN OUTCROPPING ROCK SHOWING
 PH2195'2 BY 2 FEET BY 6 INCHES HIGH.  REFERENCE MARK 1 IS A DRILL HOLE AND
 PH2195'AN ARROW CUT IN A ROCK 3 BY 4 FEET BY 2 FEET HIGH AT THE EDGE OF THE
 PH2195'TREE GROWTH UPSTREAM FROM THE STATION.  REFERENCE MARK 2 IS A LIKE
 PH2195'MARK CUT IN A ROCK 3 BY 3 FEET BY 1 FOOT HIGH AT THE EDGE OF THE TREE
 PH2195'GROWTH DOWNSTREAM FROM THE STATION.
 PH2195
 PH2195                          STATION RECOVERY (1957)
 PH2195
 PH2195'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2195'THE TABLET IS ABOUT FLUSH WITH THE SURFACE OF THE WATER AND 4 FEET
 PH2195'OUTSIDE THE SHORE LINE.
 PH2195
 PH2195                          STATION RECOVERY (1994)
 PH2195
 PH2195'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH2195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0084 ***********************************************************************
 NC0084  DESIGNATION -  1450 D USGS
 NC0084  PID         -  NC0084
 NC0084  STATE/COUNTY-  NY/CATTARAUGUS
 NC0084  USGS QUAD   -  OLEAN (1980)
 NC0084
 NC0084                         *CURRENT SURVEY CONTROL
 NC0084  ___________________________________________________________________
 NC0084* NAD 83(1986)-  42 04 42.     (N)    078 25 43.     (W)     SCALED    
 NC0084* NAVD 88     -       442.336  (meters)    1451.23   (feet)  ADJUSTED  
 NC0084  ___________________________________________________________________
 NC0084  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 NC0084  DYNAMIC HT  -         442.166 (meters)    1450.67  (feet)  COMP
 NC0084  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 NC0084
 NC0084  VERT ORDER  -  SECOND    CLASS 0
 NC0084
 NC0084.The horizontal coordinates were scaled from a topographic map and have
 NC0084.an estimated accuracy of +/- 6 seconds.
 NC0084
 NC0084.The orthometric height was determined by differential leveling
 NC0084.and adjusted by the National Geodetic Survey in June 1991..
 NC0084
 NC0084.The geoid height was determined by GEOID03.
 NC0084
 NC0084.The dynamic height is computed by dividing the NAVD 88
 NC0084.geopotential number by the normal gravity value computed on the
 NC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0084.degrees latitude (g = 980.6199 gals.).
 NC0084
 NC0084.The modeled gravity was interpolated from observed gravity values.
 NC0084
 NC0084;                    North         East    Units  Estimated Accuracy
 NC0084;SPC NY W     -   230,810.      362,800.      MT  (+/- 180 meters Scaled)
 NC0084
 NC0084                          SUPERSEDED SURVEY CONTROL
 NC0084
 NC0084  NGVD 29 (??/??/92)  442.486  (m)         1451.72   (f) ADJ UNCH    2 0
 NC0084
 NC0084.Superseded values are not recommended for survey control.
 NC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0084.See file dsdata.txt to determine how the superseded data were derived.
 NC0084
 NC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG127616(NAD 83)
 NC0084_MARKER: DD = SURVEY DISK
 NC0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0084_SP_SET: BUILDING
 NC0084_STAMPING: 1450 D
 NC0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0084
 NC0084  HISTORY     - Date     Condition        Report By
 NC0084  HISTORY     - UNK      MONUMENTED       USGS
 NC0084  HISTORY     - 1929     GOOD             NGS
 NC0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0084
 NC0084                          STATION DESCRIPTION
 NC0084
 NC0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0084'IN OLEAN.
 NC0084'OLEAN, N.Y., CITY HALL AND POST OFFICE BUILDING ON STATE STREET AT.
 NC0084'NORTHWEST CORNER OF.  STONE NEXT UNDER WATER TABLE.  BRONZE TABLET
 NC0084'MARKED 1450 D. OLEAN, CITY HALL AND POST-OFFICE BUILDING ON STATE
 NC0084'STREET, NORTHWEST CORNER OF, STONE NEXT UNDER WATER TABLE.  BRONZE
 NC0084'TABLET STAMPED 1450 D. NOTE-- BUILDING IS TO BE DESTROYED IN 1958.
 NC0084
 NC0084                          STATION RECOVERY (1983)
 NC0084
 NC0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0084'NOT RECOVERED, CONSIDER DESTROYED, A NEW CITY HALL BUILDING HAS BEEN
 NC0084'BUILT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0658 ***********************************************************************
 MA0658  DESIGNATION -  1450.8
 MA0658  PID         -  MA0658
 MA0658  STATE/COUNTY-  NY/CATTARAUGUS
 MA0658  USGS QUAD   -  DERRICK CITY (1986)
 MA0658
 MA0658                         *CURRENT SURVEY CONTROL
 MA0658  ___________________________________________________________________
 MA0658* NAD 83(1986)-  41 59 59.     (N)    078 37 05.     (W)     SCALED    
 MA0658* NAVD 88     -       441.558  (meters)    1448.68   (feet)  ADJUSTED  
 MA0658  ___________________________________________________________________
 MA0658  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0658  DYNAMIC HT  -         441.382 (meters)    1448.10  (feet)  COMP
 MA0658  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 MA0658
 MA0658  VERT ORDER  -  FIRST     CLASS I
 MA0658
 MA0658.The horizontal coordinates were scaled from a topographic map and have
 MA0658.an estimated accuracy of +/- 6 seconds.
 MA0658
 MA0658.The orthometric height was determined by differential leveling
 MA0658.and adjusted by the National Geodetic Survey in June 1991..
 MA0658
 MA0658.The geoid height was determined by GEOID03.
 MA0658
 MA0658.The dynamic height is computed by dividing the NAVD 88
 MA0658.geopotential number by the normal gravity value computed on the
 MA0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0658.degrees latitude (g = 980.6199 gals.).
 MA0658
 MA0658.The modeled gravity was interpolated from observed gravity values.
 MA0658
 MA0658;                    North         East    Units  Estimated Accuracy
 MA0658;SPC NY W     -   222,060.      347,120.      MT  (+/- 180 meters Scaled)
 MA0658
 MA0658                          SUPERSEDED SURVEY CONTROL
 MA0658
 MA0658  NGVD 29 (??/??/92)  441.707  (m)         1449.17   (f) ADJ UNCH    1 1
 MA0658
 MA0658.Superseded values are not recommended for survey control.
 MA0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0658.See file dsdata.txt to determine how the superseded data were derived.
 MA0658
 MA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG972524(NAD 83)
 MA0658_MARKER: Q = CHISELED SQUARE
 MA0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0658_SP_SET: STATE LINE MONUMENT
 MA0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0658
 MA0658  HISTORY     - Date     Condition        Report By
 MA0658  HISTORY     - UNK      MONUMENTED       USGS
 MA0658  HISTORY     - 1964     MARK NOT FOUND   NGS
 MA0658  HISTORY     - 1967     GOOD             NGS
 MA0658
 MA0658                          STATION DESCRIPTION
 MA0658
 MA0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MA0658'2.3 MI S FROM LIMESTONE.
 MA0658'LIMESTONE, 2.3 MILES SOUTH OF, ON THE WEST SIDE OF ROAD, NEAR OIL
 MA0658'DERRICK, 4500 FEET WEST OF B.R. AND P. RY. TRACKS, ON NORTHEAST CORNER
 MA0658'OF STATE LINE MONUMENT. A CHISELED SQUARE. NOTE--THE STATE LINE
 MA0658'MONUMENT ON WHICH THE MARK WAS LOCATED WAS DESTROYED WHEN A NEARBY
 MA0658'HIGHWAY WAS REBUILT.
 MA0658
 MA0658                          STATION RECOVERY (1967)
 MA0658
 MA0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MA0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0564 ***********************************************************************
 NA0564  DESIGNATION -  1455 RESET
 NA0564  PID         -  NA0564
 NA0564  STATE/COUNTY-  NY/DELAWARE
 NA0564  USGS QUAD   -  BLOOMVILLE (1981)
 NA0564
 NA0564                         *CURRENT SURVEY CONTROL
 NA0564  ___________________________________________________________________
 NA0564* NAD 83(1986)-  42 19 55.     (N)    074 48 10.     (W)     SCALED    
 NA0564* NAVD 88     -       443.284  (meters)    1454.34   (feet)  ADJUSTED  
 NA0564  ___________________________________________________________________
 NA0564  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 NA0564  DYNAMIC HT  -         443.128 (meters)    1453.83  (feet)  COMP
 NA0564  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NA0564
 NA0564  VERT ORDER  -  SECOND    CLASS 0
 NA0564
 NA0564.The horizontal coordinates were scaled from a topographic map and have
 NA0564.an estimated accuracy of +/- 6 seconds.
 NA0564
 NA0564.The orthometric height was determined by differential leveling
 NA0564.and adjusted by the National Geodetic Survey in June 1991..
 NA0564
 NA0564.The geoid height was determined by GEOID03.
 NA0564
 NA0564.The dynamic height is computed by dividing the NAVD 88
 NA0564.geopotential number by the normal gravity value computed on the
 NA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0564.degrees latitude (g = 980.6199 gals.).
 NA0564
 NA0564.The modeled gravity was interpolated from observed gravity values.
 NA0564
 NA0564;                    North         East    Units  Estimated Accuracy
 NA0564;SPC NY E     -   388,510.      125,050.      MT  (+/- 180 meters Scaled)
 NA0564
 NA0564                          SUPERSEDED SURVEY CONTROL
 NA0564
 NA0564  NGVD 29 (??/??/92)  443.446  (m)         1454.87   (f) ADJ UNCH    2 0
 NA0564
 NA0564.Superseded values are not recommended for survey control.
 NA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0564.See file dsdata.txt to determine how the superseded data were derived.
 NA0564
 NA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM162866(NAD 83)
 NA0564_MARKER: DD = SURVEY DISK
 NA0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0564_SP_SET: STONE WALL
 NA0564_STAMPING: 1455 ADJ
 NA0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0564
 NA0564  HISTORY     - Date     Condition        Report By
 NA0564  HISTORY     - UNK      MONUMENTED       USGS
 NA0564  HISTORY     - 1935     GOOD             NGS
 NA0564
 NA0564                          STATION DESCRIPTION
 NA0564
 NA0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA0564'AT BLOOMVILLE.
 NA0564'AT BLOOMVILLE, DELAWARE COUNTY, ON STATE HIGHWAY 10, ABOUT 600 FEET
 NA0564'WEST OF THE NEW YORK CENTRAL RAILROAD STATION, AT THE EAST SIDE OF
 NA0564'KIMBALL 2-STORY FRAME HOUSE, IN THE TOP OF THE STONE WALL, 15 FEET
 NA0564'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 NA0564'THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NA0564'STAMPED 1455 ADJ.  NOTE--IT WAS REPORTED ON APRIL 16, 1935, THAT THE
 NA0564'WALL HAD BEEN MOVED AND REBUILT, DUE TO CONSTRUCTION WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1179 ***********************************************************************
 PH1179  DESIGNATION -  146
 PH1179  PID         -  PH1179
 PH1179  STATE/COUNTY-  NY/JEFFERSON
 PH1179  USGS QUAD   -  REDWOOD (1982)
 PH1179
 PH1179                         *CURRENT SURVEY CONTROL
 PH1179  ___________________________________________________________________
 PH1179* NAD 83(1986)-  44 22 02.     (N)    075 48 10.     (W)     SCALED    
 PH1179* NAVD 88     -       103.775  (meters)     340.47   (feet)  ADJUSTED  
 PH1179  ___________________________________________________________________
 PH1179  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 PH1179  DYNAMIC HT  -         103.764 (meters)     340.43  (feet)  COMP
 PH1179  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 PH1179
 PH1179  VERT ORDER  -  FIRST     CLASS 0
 PH1179
 PH1179.The horizontal coordinates were scaled from a topographic map and have
 PH1179.an estimated accuracy of +/- 6 seconds.
 PH1179
 PH1179.The orthometric height was determined by differential leveling
 PH1179.and adjusted by the National Geodetic Survey in June 1991..
 PH1179
 PH1179.The geoid height was determined by GEOID03.
 PH1179
 PH1179.The dynamic height is computed by dividing the NAVD 88
 PH1179.geopotential number by the normal gravity value computed on the
 PH1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1179.degrees latitude (g = 980.6199 gals.).
 PH1179
 PH1179.The modeled gravity was interpolated from observed gravity values.
 PH1179
 PH1179;                    North         East    Units  Estimated Accuracy
 PH1179;SPC NY C     -   485,360.      312,210.      MT  (+/- 180 meters Scaled)
 PH1179
 PH1179                          SUPERSEDED SURVEY CONTROL
 PH1179
 PH1179  NGVD 29 (??/??/92)  103.912  (m)          340.92   (f) ADJ UNCH    1 0
 PH1179
 PH1179.Superseded values are not recommended for survey control.
 PH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1179.See file dsdata.txt to determine how the superseded data were derived.
 PH1179
 PH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ360129(NAD 83)
 PH1179_MARKER: Q = CHISELED SQUARE
 PH1179_SETTING: 66 = SET IN ROCK OUTCROP
 PH1179_SP_SET: BEDROCK
 PH1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1179+STABILITY: POSITION/ELEVATION WELL
 PH1179
 PH1179  HISTORY     - Date     Condition        Report By
 PH1179  HISTORY     - UNK      MONUMENTED       USLS
 PH1179  HISTORY     - 1969     GOOD             USLS
 PH1179
 PH1179                          STATION DESCRIPTION
 PH1179
 PH1179'DESCRIBED BY US LAKE SURVEY 1969
 PH1179'7.1 MI NE FROM ALEXANDRIA BAY.
 PH1179'IS IN JEFFERSON COUNTY, NEW YORK, 7.1 MILES DOWNRIVER FROM THE
 PH1179'INTERSECTION OF WALTON AND COUNTY ROAD NO. 1, EAST OF ALEXANDRIA BAY,
 PH1179'6.0 MILES UPRIVER FROM THE FORMER STONE SCHOOLHOUSE IN CHIPPEWA BAY,
 PH1179'APPROXIMATELY 0.15 MILES NORTHERLY FROM THE INTERSECTION OF CALLABOGA
 PH1179'ROAD AND THE ROAD TO GOOSE BAY, ON THE WESTERLY SIDE OF CALLABOGA
 PH1179'ROAD, APPROXIMATELY 200 FEET NORTHERLY FROM THE TOP OF A HILL, 133.6
 PH1179'FEET NORTHEAST OF THE SIGNPOST HILL, 89.9 FEET ACROSS ROAD FROM A
 PH1179'SMALL ASBESTOS SIDED COTTAGE 35.5 FEET NORTHWESTERLY FROM UTILITY POLE
 PH1179'NO. N.M. 41, 30.1 FEET TOWARD THE ROAD FROM AN 18-INCH PINE, 18.2 FEET
 PH1179'FROM CENTERLINE OF THE ROAD, BEING HIGHEST POINT ON A KNOB FORMED BY A
 PH1179'4 INCH SQUARE CUT INTO BEDROCK, WITH THE NUMBERS 146 OUT JUST EASTERLY
 PH1179'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1913 ***********************************************************************
 OF1913  DESIGNATION -  146 1 MCGS 1969
 OF1913  PID         -  OF1913
 OF1913  STATE/COUNTY-  NY/MONROE
 OF1913  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1913
 OF1913                         *CURRENT SURVEY CONTROL
 OF1913  ___________________________________________________________________
 OF1913* NAD 83(1996)-  43 14 03.43076(N)    077 30 20.15408(W)     ADJUSTED  
 OF1913* NAVD 88     -       110.1    (meters)     361.     (feet)  VERTCON   
 OF1913  ___________________________________________________________________
 OF1913  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OF1913  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1913
 OF1913  HORZ ORDER  -  SECOND
 OF1913
 OF1913.The horizontal coordinates were established by classical geodetic methods
 OF1913.and adjusted by the National Geodetic Survey in January 1999..
 OF1913
 OF1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1913
 OF1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1913
 OF1913.The geoid height was determined by GEOID03.
 OF1913
 OF1913;                    North         East     Units Scale Factor Converg.
 OF1913;SPC NY W     -   359,760.436   437,539.780   MT  1.00003173   +0 44 17.8
 OF1913;SPC NY W     - 1,180,314.03  1,435,495.09   sFT  1.00003173   +0 44 17.8
 OF1913;UTM  18      - 4,789,880.659   296,546.370   MT  1.00010922   -1 43 00.8
 OF1913
 OF1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1913!SPC NY W     -   0.99998836  x   1.00003173  =   1.00002009
 OF1913!UTM  18      -   0.99998836  x   1.00010922  =   1.00009758
 OF1913
 OF1913                          SUPERSEDED SURVEY CONTROL
 OF1913
 OF1913  NAD 83(1986)-  43 14 03.43934(N)    077 30 20.15305(W) AD(       ) 2
 OF1913  NAD 27      -  43 14 03.21449(N)    077 30 21.16105(W) AD(       ) 2
 OF1913  NGVD 29 (07/19/86)  110.3    (m)          362.     (f) VERT ANG       
 OF1913
 OF1913.Superseded values are not recommended for survey control.
 OF1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1913.See file dsdata.txt to determine how the superseded data were derived.
 OF1913
 OF1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9654689881(NAD 83)
 OF1913_MARKER: DD = SURVEY DISK
 OF1913_SETTING: 0 = UNSPECIFIED SETTING
 OF1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1913+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OF1913
 OF1913  HISTORY     - Date     Condition        Report By
 OF1913  HISTORY     - 1969     MONUMENTED       NY-055
 OF1913  HISTORY     - 1972     GOOD             NY-055
 OF1913  HISTORY     - 20040501 GOOD             USPSQD
 OF1913
 OF1913                          STATION DESCRIPTION
 OF1913
 OF1913'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1913'IN WEBSTER AT INTERSECTION OF ADAMS ROAD AND BACKUS ROAD.
 OF1913'
 OF1913'0.3 MILE EAST OF STATION DWYER 1969
 OF1913'
 OF1913'8.0 FEET EAST OF CENTER LINE OF ADAMS ROAD
 OF1913'
 OF1913'11.4 FEET NORTH OF CENTERLINE OF BACKUS ROAD
 OF1913'
 OF1913'20.4 FEET SOUTHWEST OF STREET SIGN POST
 OF1913'
 OF1913'70.8 FEET WEST OF WILLOW
 OF1913'
 OF1913'23.8 FEET NORTHWEST OF WATER VALVE
 OF1913'
 OF1913'46.0 FEET NORTHWEST OF YARD LITE POST.
 OF1913'
 OF1913'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1913'DISK STAMPED 146-1 IN THE TOP OF A CONCRETE POST 1.1 FEET
 OF1913'BELOW GRADE, IN A CAST IRON FRAME AND COVER WHICH IS AT
 OF1913'PAVEMENT GRADE.
 OF1913
 OF1913                          STATION RECOVERY (1972)
 OF1913
 OF1913'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1913'PREVIOUS DESCRIPTION IS ADEQUATE.
 OF1913
 OF1913                          STATION RECOVERY (2004)
 OF1913
 OF1913'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1903 ***********************************************************************
 OF1903  DESIGNATION -  146 MCGS 1969
 OF1903  PID         -  OF1903
 OF1903  STATE/COUNTY-  NY/MONROE
 OF1903  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1903
 OF1903                         *CURRENT SURVEY CONTROL
 OF1903  ___________________________________________________________________
 OF1903* NAD 83(1996)-  43 14 02.37621(N)    077 30 44.88759(W)     ADJUSTED  
 OF1903* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 OF1903  ___________________________________________________________________
 OF1903  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 OF1903  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1903
 OF1903  HORZ ORDER  -  SECOND
 OF1903
 OF1903.The horizontal coordinates were established by classical geodetic methods
 OF1903.and adjusted by the National Geodetic Survey in January 1999..
 OF1903
 OF1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1903
 OF1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1903
 OF1903.The geoid height was determined by GEOID03.
 OF1903
 OF1903;                    North         East     Units Scale Factor Converg.
 OF1903;SPC NY W     -   359,720.725   436,982.137   MT  1.00003054   +0 44 00.8
 OF1903;SPC NY W     - 1,180,183.75  1,433,665.56   sFT  1.00003054   +0 44 00.8
 OF1903;UTM  18      - 4,789,864.872   295,987.494   MT  1.00011202   -1 43 17.7
 OF1903
 OF1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1903!SPC NY W     -   0.99998837  x   1.00003054  =   1.00001891
 OF1903!UTM  18      -   0.99998837  x   1.00011202  =   1.00010039
 OF1903
 OF1903                          SUPERSEDED SURVEY CONTROL
 OF1903
 OF1903  NAD 83(1986)-  43 14 02.38477(N)    077 30 44.88674(W) AD(       ) 2
 OF1903  NAD 27      -  43 14 02.16000(N)    077 30 45.89367(W) AD(       ) 2
 OF1903  NGVD 29 (07/19/86)  110.2    (m)          362.     (f) VERT ANG       
 OF1903
 OF1903.Superseded values are not recommended for survey control.
 OF1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1903.See file dsdata.txt to determine how the superseded data were derived.
 OF1903
 OF1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9598789865(NAD 83)
 OF1903_MARKER: DD = SURVEY DISK
 OF1903_SETTING: 0 = UNSPECIFIED SETTING
 OF1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1903
 OF1903  HISTORY     - Date     Condition        Report By
 OF1903  HISTORY     - 1969     MONUMENTED       NY-055
 OF1903  HISTORY     - 1972     GOOD             NY-055
 OF1903  HISTORY     - 19980425 GOOD             USPSQD
 OF1903
 OF1903                          STATION DESCRIPTION
 OF1903
 OF1903'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1903'IN WEBSTER ALONG DEWITT ROAD.
 OF1903'
 OF1903'189 FEET NORTHWEST OF STATION DWYER 1969.
 OF1903'
 OF1903'9.0 FEET WEST OF CENTER OF DEWITT ROAD PRODUCED NORTHERLY AND
 OF1903'
 OF1903'25.7 FEET WEST OF CENTER OF DEWITT ROAD ON CURVE.
 OF1903'
 OF1903'49.5 FEET WEST OF POLE RG AND E 28.
 OF1903'
 OF1903'118.0 FEET WEST OF NORTHWEST CORNER OF FIREHOUSE.
 OF1903'
 OF1903'13.8 FEET EAST OF GUY POLE RTC 237 1/2.
 OF1903'
 OF1903'18.2 FEET SOUTHEAST OF POLE RG AND E 3, RTC 237.
 OF1903'
 OF1903'98.7 FEET SOUTH OF SOUTHEAST CORNER OF HOUSE.
 OF1903'
 OF1903'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1903'DISK STAMPED 146 IN THE TOP OF A CONCRETE POST COVERED BY 1 FOOT.
 OF1903
 OF1903                          STATION RECOVERY (1972)
 OF1903
 OF1903'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1903'PREVIOUS DESCRIPTION IS ADEQUATE.
 OF1903
 OF1903                          STATION RECOVERY (1998)
 OF1903
 OF1903'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2194 ***********************************************************************
 PH2194  DESIGNATION -  146 SUB IBC
 PH2194  PID         -  PH2194
 PH2194  STATE/COUNTY-  NY/ST LAWRENCE
 PH2194  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2194
 PH2194                         *CURRENT SURVEY CONTROL
 PH2194  ___________________________________________________________________
 PH2194* NAD 83(1996)-  44 37 36.53959(N)    075 35 48.74621(W)     ADJUSTED  
 PH2194* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2194  ___________________________________________________________________
 PH2194  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 PH2194  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 PH2194
 PH2194  HORZ ORDER  -  THIRD
 PH2194
 PH2194.The horizontal coordinates were established by classical geodetic methods
 PH2194.and adjusted by the National Geodetic Survey in January 1999..
 PH2194
 PH2194.The orthometric height was scaled from a topographic map.
 PH2194
 PH2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2194
 PH2194.The geoid height was determined by GEOID03.
 PH2194
 PH2194;                    North         East     Units Scale Factor Converg.
 PH2194;SPC NY E     -   643,992.467    62,964.028   MT  0.99999313   -0 46 14.1
 PH2194;SPC NY E     - 2,112,831.95    206,574.48   sFT  0.99999313   -0 46 14.1
 PH2194;UTM  18      - 4,941,669.058   452,652.823   MT  0.99962757   -0 25 09.5
 PH2194
 PH2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2194!SPC NY E     -   0.99999319  x   0.99999313  =   0.99998632
 PH2194!UTM  18      -   0.99999319  x   0.99962757  =   0.99962077
 PH2194
 PH2194|---------------------------------------------------------------------|
 PH2194| PID    Reference Object                     Distance      Geod. Az  |
 PH2194|                                                           dddmmss.s |
 PH2194| PH2193 I USLS                              164.158 METERS 05024     |
 PH2194| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 5.9 KM 2214014.8 |
 PH2194| PH2206 K USLS                              APPROX. 2.7 KM 2594642.0 |
 PH2194| PH2236 CATHOLIC SCHOOL CHY IBC             APPROX. 2.7 KM 2702422.7 |
 PH2194|---------------------------------------------------------------------|
 PH2194
 PH2194                          SUPERSEDED SURVEY CONTROL
 PH2194
 PH2194  NAD 83(1986)-  44 37 36.54683(N)    075 35 48.74686(W) AD(       ) 3
 PH2194  NAD 27      -  44 37 36.33500(N)    075 35 49.91000(W) AD(       ) 3
 PH2194
 PH2194.Superseded values are not recommended for survey control.
 PH2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2194.See file dsdata.txt to determine how the superseded data were derived.
 PH2194
 PH2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5265341669(NAD 83)
 PH2194_MARKER: DD = SURVEY DISK
 PH2194_SETTING: 66 = SET IN ROCK OUTCROP
 PH2194_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2194+STABILITY: POSITION/ELEVATION WELL
 PH2194
 PH2194  HISTORY     - Date     Condition        Report By
 PH2194  HISTORY     - 1939     MONUMENTED       IBC
 PH2194  HISTORY     - 1957     GOOD             IBC
 PH2194  HISTORY     - 19950705 GOOD             USPSQD
 PH2194
 PH2194                          STATION DESCRIPTION
 PH2194
 PH2194'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2194'ABOUT 3-3/4 MILES NORTHEAST OF MORRISTOWN, ON THE SOUTH SHORE OF THE
 PH2194'ST LAWRENCE RIVER ABOUT 1 MILE NORTHEAST OF BROOKS POINT, ON A SMALL
 PH2194'ROCK LEDGE ABOUT 6 FEET FROM THE RIVER AND ABOUT 5 FEET ABOVE THE
 PH2194'WATER.  THE STATION IS ABOUT 75 FEET NORTHEAST OF AN---L---SHAPED
 PH2194'PIER AND 77 FEET NORTH OF THE NORTHEAST CORNER OF A STONE PORCH ON A
 PH2194'BROWN COTTAGE.
 PH2194'
 PH2194'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2194'DISK STATION MARK SET FLUSH IN A DRILL HOLE IN THE LEDGE ROCK.
 PH2194'REFERENCE MARK 1 IS A 3/4 - INCH DRILL HOLE AND A LARGE ARROW POINTING
 PH2194'TOWARD THE STATION CUT IN LEDGE ROCK 10 FEET FROM THE WATERS EDGE.
 PH2194'REFERENCE MARK 2 IS A 3/8 - INCH IRON PIN 3 INCHES HIGH SET WITHIN AN
 PH2194'INSCRIBED TRIANGLE IN THE LEDGE ROCK ABOUT 20 FEET FROM THE WATERS
 PH2194'EDGE.
 PH2194
 PH2194                          STATION RECOVERY (1957)
 PH2194
 PH2194'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2194'STATION RECOVERED IN GOOD CONDITION.
 PH2194
 PH2194                          STATION RECOVERY (1995)
 PH2194
 PH2194'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2120 ***********************************************************************
 KU2120  DESIGNATION -  14.664 USE RESET 1982
 KU2120  PID         -  KU2120
 KU2120  STATE/COUNTY-  NY/NASSAU
 KU2120  USGS QUAD   -  JONES INLET (1975)
 KU2120
 KU2120                         *CURRENT SURVEY CONTROL
 KU2120  ___________________________________________________________________
 KU2120* NAD 83(1986)-  40 36 53.     (N)    073 30 05.     (W)     SCALED    
 KU2120* NAVD 88     -         4.01   (meters)      13.2    (feet)  RESET     
 KU2120  ___________________________________________________________________
 KU2120  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KU2120
 KU2120  VERT ORDER  -  THIRD
 KU2120
 KU2120.The horizontal coordinates were scaled from a topographic map and have
 KU2120.an estimated accuracy of +/- 6 seconds.
 KU2120
 KU2120.The orthometric height was computed from unverified reset data.
 KU2120.No vertical observational check was made to the station.
 KU2120
 KU2120.The geoid height was determined by GEOID03.
 KU2120
 KU2120;                    North         East    Units  Estimated Accuracy
 KU2120;SPC NY L     -    49,880.      342,190.      MT  (+/- 180 meters Scaled)
 KU2120
 KU2120                          SUPERSEDED SURVEY CONTROL
 KU2120
 KU2120  NGVD 29 (09/01/04)    4.36   (m)           14.3    (f) RESET       3  
 KU2120
 KU2120.Superseded values are not recommended for survey control.
 KU2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2120.See file dsdata.txt to determine how the superseded data were derived.
 KU2120
 KU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK267970(NAD 83)
 KU2120_MARKER: DB = BENCH MARK DISK
 KU2120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU2120_SP_SET: ABUTMENT
 KU2120_STAMPING: 14.664 USE RESET 1982
 KU2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2120+STABILITY: SURFACE MOTION
 KU2120
 KU2120  HISTORY     - Date     Condition        Report By
 KU2120  HISTORY     - 1982     MONUMENTED       NGS
 KU2120
 KU2120                          STATION DESCRIPTION
 KU2120
 KU2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KU2120'2.4 KM (1.5 MI) NE FROM JONES BEACH.
 KU2120'2.4 KM (1.5 MI) NORTH ALONG WANTAGH STATE PARKWAY FROM THE WATER TOWER
 KU2120'IN JONES BEACH, TO A BRIDGE OVER A CHANNEL, IN THE TOP OF THE
 KU2120'NORTHWEST ABUTMENT OF BRIDGE, 11.6 METERS (38.0 FT) WEST-SOUTHWEST
 KU2120'OF THE CENTER OF THE HIGHWAY, 0.9 METER (3.0 FT) NORTH OF THE NORTH
 KU2120'END OF THE BRIDGE, AND 0.5 METER (1.5 FT) WEST-SOUTHWEST OF A
 KU2120'METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1902 ***********************************************************************
 OF1902  DESIGNATION -  147 MCGS 1969
 OF1902  PID         -  OF1902
 OF1902  STATE/COUNTY-  NY/MONROE
 OF1902  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1902
 OF1902                         *CURRENT SURVEY CONTROL
 OF1902  ___________________________________________________________________
 OF1902* NAD 83(1996)-  43 13 48.94575(N)    077 30 51.21110(W)     ADJUSTED  
 OF1902* NAVD 88     -       109.6    (meters)     360.     (feet)  VERTCON   
 OF1902  ___________________________________________________________________
 OF1902  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 OF1902  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1902
 OF1902  HORZ ORDER  -  SECOND
 OF1902
 OF1902.The horizontal coordinates were established by classical geodetic methods
 OF1902.and adjusted by the National Geodetic Survey in January 1999..
 OF1902
 OF1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1902
 OF1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1902
 OF1902.The geoid height was determined by GEOID03.
 OF1902
 OF1902;                    North         East     Units Scale Factor Converg.
 OF1902;SPC NY W     -   359,304.453   436,844.758   MT  1.00003024   +0 43 56.3
 OF1902;SPC NY W     - 1,178,818.03  1,433,214.84   sFT  1.00003024   +0 43 56.3
 OF1902;UTM  18      - 4,789,454.832   295,832.396   MT  1.00011280   -1 43 21.6
 OF1902
 OF1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1902!SPC NY W     -   0.99998843  x   1.00003024  =   1.00001867
 OF1902!UTM  18      -   0.99998843  x   1.00011280  =   1.00010123
 OF1902
 OF1902:                Primary Azimuth Mark                     Grid Az
 OF1902:SPC NY W     -  DWYER                                    025 09 51.5
 OF1902:UTM  18      -  DWYER                                    027 37 09.4
 OF1902
 OF1902|---------------------------------------------------------------------|
 OF1902| PID    Reference Object                     Distance      Geod. Az  |
 OF1902|                                                           dddmmss.s |
 OF1902| OF1900 DWYER                               458.326 METERS 0255347.8 |
 OF1902| OF1901 148 MCGS 1969                       APPROX. 0.7 KM 2004924.1 |
 OF1902|---------------------------------------------------------------------|
 OF1902
 OF1902                          SUPERSEDED SURVEY CONTROL
 OF1902
 OF1902  NAD 83(1986)-  43 13 48.95430(N)    077 30 51.21003(W) AD(       ) 2
 OF1902  NAD 27      -  43 13 48.72950(N)    077 30 52.21695(W) AD(       ) 2
 OF1902  NGVD 29 (07/19/86)  109.8    (m)          360.     (f) VERT ANG       
 OF1902
 OF1902.Superseded values are not recommended for survey control.
 OF1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1902.See file dsdata.txt to determine how the superseded data were derived.
 OF1902
 OF1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9583289455(NAD 83)
 OF1902_MARKER: DD = SURVEY DISK
 OF1902_SETTING: 0 = UNSPECIFIED SETTING
 OF1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1902
 OF1902  HISTORY     - Date     Condition        Report By
 OF1902  HISTORY     - 1969     MONUMENTED       NY-055
 OF1902  HISTORY     - 19980425 GOOD             USPSQD
 OF1902
 OF1902                          STATION DESCRIPTION
 OF1902
 OF1902'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1902'IN WEBSTER ALONG DEWITT ROAD
 OF1902'
 OF1902'0.35 MILE WEST AND SOUTHWEST OF BAY ROAD
 OF1902'
 OF1902'0.25 MILE SOUTH OF STATION DWYER 1969
 OF1902'
 OF1902'16.0 FEET EAST OF CENTER LINE OF DE WITT ROAD
 OF1902'
 OF1902'12.2 FEET NORTHWEST OF 48-INCH OAK
 OF1902'
 OF1902'66.5 FEET EAST OF 6-INCH MAPLE IN FRONT OF HOUSE NO. 675
 OF1902'
 OF1902'52.8 FEET EAST OF 10-INCH MAPLE
 OF1902'
 OF1902'54.2 FEET SOUTHEAST OF 8-INCH MAPLE
 OF1902'
 OF1902'51.6 FEET SOUTHEAST OF A POLE
 OF1902'
 OF1902'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1902'DISK STAMPED 147 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF1902
 OF1902                          STATION RECOVERY (1998)
 OF1902
 OF1902'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2196 ***********************************************************************
 PH2196  DESIGNATION -  147 SUB IBC
 PH2196  PID         -  PH2196
 PH2196  STATE/COUNTY-  NY/ST LAWRENCE
 PH2196  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH2196
 PH2196                         *CURRENT SURVEY CONTROL
 PH2196  ___________________________________________________________________
 PH2196* NAD 83(1996)-  44 37 55.52683(N)    075 36 50.39758(W)     ADJUSTED  
 PH2196* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2196  ___________________________________________________________________
 PH2196  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 PH2196  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 PH2196
 PH2196  HORZ ORDER  -  THIRD
 PH2196
 PH2196.The horizontal coordinates were established by classical geodetic methods
 PH2196.and adjusted by the National Geodetic Survey in January 1999..
 PH2196
 PH2196.The orthometric height was scaled from a topographic map.
 PH2196
 PH2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2196
 PH2196.The geoid height was determined by GEOID03.
 PH2196
 PH2196;                    North         East     Units Scale Factor Converg.
 PH2196;SPC NY E     -   644,596.927    61,613.148   MT  0.99999604   -0 46 57.7
 PH2196;SPC NY E     - 2,114,815.08    202,142.47   sFT  0.99999604   -0 46 57.7
 PH2196;UTM  18      - 4,942,265.005   451,298.758   MT  0.99962917   -0 25 52.9
 PH2196
 PH2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2196!SPC NY E     -   0.99999320  x   0.99999604  =   0.99998924
 PH2196!UTM  18      -   0.99999320  x   0.99962917  =   0.99962237
 PH2196
 PH2196:                Primary Azimuth Mark                     Grid Az
 PH2196:SPC NY E     -  145 SUB IBC                              046 34 51.4
 PH2196:UTM  18      -  145 SUB IBC                              046 13 46.6
 PH2196
 PH2196|---------------------------------------------------------------------|
 PH2196| PID    Reference Object                     Distance      Geod. Az  |
 PH2196|                                                           dddmmss.s |
 PH2196| PH2195 145 SUB IBC                         APPROX. 1.2 KM 0454753.7 |
 PH2196| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 5.6 KM 2070443.9 |
 PH2196|---------------------------------------------------------------------|
 PH2196
 PH2196                          SUPERSEDED SURVEY CONTROL
 PH2196
 PH2196  NAD 83(1986)-  44 37 55.53405(N)    075 36 50.39808(W) AD(       ) 3
 PH2196  NAD 27      -  44 37 55.32300(N)    075 36 51.55600(W) AD(       ) 3
 PH2196
 PH2196.Superseded values are not recommended for survey control.
 PH2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2196.See file dsdata.txt to determine how the superseded data were derived.
 PH2196
 PH2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5129942265(NAD 83)
 PH2196_MARKER: DD = SURVEY DISK
 PH2196_SETTING: 80 = SET IN A BOULDER
 PH2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2196+STABILITY: SURFACE MOTION
 PH2196
 PH2196  HISTORY     - Date     Condition        Report By
 PH2196  HISTORY     - 1939     MONUMENTED       IBC
 PH2196  HISTORY     - 1957     SEE DESCRIPTION  IBC
 PH2196  HISTORY     - 19950705 POOR             USPSQD
 PH2196
 PH2196                          STATION DESCRIPTION
 PH2196
 PH2196'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2196'ABOUT ONE - FOURTH MILE SOUTHWEST OF MAITLAND, ONTARIO, ON A PROMINENT
 PH2196'POINT OF THE NORTH SHORE LINE OF THE ST LAWRENCE RIVER.  A LARGE
 PH2196'SUMMER COTTAGE WITH ITS LEVEL AND WELL - KEPT LAWNS COVERS THE WHOLE
 PH2196'POINT OUT TO THE EDGE OF THE HIGH BANK OF THE RIVER.  THE STATION IS
 PH2196'ABOUT 40 FEET UPSTREAM FROM THE TIP OF THE POINT AND IS AT ABOUT THE
 PH2196'EXTREME HIGH WATER MARK OF THE RIVER.
 PH2196'
 PH2196'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2196'DISK STATION MARK SET IN A DRILL HOLE IN A ROCK SHOWING 5 BY 5 FEET BY
 PH2196'1 FOOT HIGH ABOVE THE GROUND.  REFERENCE MARK 1 IS A DRILL HOLE AND
 PH2196'AN ARROW POINTING TOWARD THE STATION CUT IN A ROCK 3 - BY 3-1/2 FEET
 PH2196'BY 1-1/2 FEET HIGH WHICH WAS UPSTREAM AND 3 FEET OUTSIDE THE SHORE
 PH2196'LINE IN 1957.  REFERENCE MARK 2 IS A 1/4 - INCH DRILL HOLE WITHIN A
 PH2196'2 - INCH TRIANGLE CUT IN A BOULDER 6 BY 6 FEET BY 3 FEET HIGH
 PH2196'DOWNSTREAM FROM THE STATION.  THIS MARK WAS ORIGINALLY ONE OF THE
 PH2196'REFERENCES TO THE UNITED STATES LAKE SURVEY STATION---MAITLAND---NOW
 PH2196'REPORTED TO BE LOST.
 PH2196
 PH2196                          STATION RECOVERY (1957)
 PH2196
 PH2196'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2196'THE STATION IS ABOUT 10 FEET OUTSIDE THE SHORE LINE UNDER 2 FEET OF
 PH2196'WATER.
 PH2196
 PH2196                          STATION RECOVERY (1995)
 PH2196
 PH2196'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2196'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1219 ***********************************************************************
 NA1219  DESIGNATION -  1476 A
 NA1219  PID         -  NA1219
 NA1219  STATE/COUNTY-  NY/HERKIMER
 NA1219  USGS QUAD   -  MILLERS MILLS (1943)
 NA1219
 NA1219                         *CURRENT SURVEY CONTROL
 NA1219  ___________________________________________________________________
 NA1219* NAD 83(1986)-  42 53 23.     (N)    075 00 17.     (W)     SCALED    
 NA1219* NAVD 88     -       449.800  (meters)    1475.72   (feet)  ADJUSTED  
 NA1219  ___________________________________________________________________
 NA1219  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NA1219  DYNAMIC HT  -         449.654 (meters)    1475.24  (feet)  COMP
 NA1219  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 NA1219
 NA1219  VERT ORDER  -  SECOND    CLASS 0
 NA1219
 NA1219.The horizontal coordinates were scaled from a topographic map and have
 NA1219.an estimated accuracy of +/- 6 seconds.
 NA1219
 NA1219.The orthometric height was determined by differential leveling
 NA1219.and adjusted by the National Geodetic Survey in June 1991..
 NA1219
 NA1219.The geoid height was determined by GEOID03.
 NA1219
 NA1219.The dynamic height is computed by dividing the NAVD 88
 NA1219.geopotential number by the normal gravity value computed on the
 NA1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1219.degrees latitude (g = 980.6199 gals.).
 NA1219
 NA1219.The modeled gravity was interpolated from observed gravity values.
 NA1219
 NA1219;                    North         East    Units  Estimated Accuracy
 NA1219;SPC NY E     -   450,550.      108,780.      MT  (+/- 180 meters Scaled)
 NA1219
 NA1219                          SUPERSEDED SURVEY CONTROL
 NA1219
 NA1219  NGVD 29 (??/??/92)  449.939  (m)         1476.17   (f) ADJ UNCH    2 0
 NA1219
 NA1219.Superseded values are not recommended for survey control.
 NA1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1219.See file dsdata.txt to determine how the superseded data were derived.
 NA1219
 NA1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN996485(NAD 83)
 NA1219_MARKER: DD = SURVEY DISK
 NA1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1219_SP_SET: WALL
 NA1219_STAMPING: 1476 ALBANY 1903 ADJ
 NA1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1219
 NA1219  HISTORY     - Date     Condition        Report By
 NA1219  HISTORY     - 1903     MONUMENTED       USGS
 NA1219  HISTORY     - 1936     POOR             NGS
 NA1219
 NA1219                          STATION DESCRIPTION
 NA1219
 NA1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NA1219'AT SOUTH COLUMBIA.
 NA1219'AT SOUTH COLUMBIA, HERKIMER COUNTY, ON STATE HIGHWAY 28, AT THE
 NA1219'METHODIST CHURCH, IN THE WEST WALL OF THE FOUNDATION, 2 FEET FROM THE
 NA1219'SOUTHWEST CORNER, ABOUT 200 YARDS WEST OF THE CENTERLINE OF THE
 NA1219'HIGHWAY, AND 55 FEET NORTH OF THE CENTERLINE OF A ROAD.  A UNITED
 NA1219'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1476 ALBANY 1903 ADJ
 NA1219'AND SET VERTICALLY.  NOTE--THE FOUNDATION OF THIS CHURCH IS BECOMING
 NA1219'UNSTABLE AND WILL HAVE TO BE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1901 ***********************************************************************
 OF1901  DESIGNATION -  148 MCGS 1969
 OF1901  PID         -  OF1901
 OF1901  STATE/COUNTY-  NY/MONROE
 OF1901  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1901
 OF1901                         *CURRENT SURVEY CONTROL
 OF1901  ___________________________________________________________________
 OF1901* NAD 83(1996)-  43 13 27.18235(N)    077 31 02.52984(W)     ADJUSTED  
 OF1901* NAVD 88     -       115.0    (meters)     377.     (feet)  VERTCON   
 OF1901  ___________________________________________________________________
 OF1901  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 OF1901  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1901
 OF1901  HORZ ORDER  -  SECOND
 OF1901
 OF1901.The horizontal coordinates were established by classical geodetic methods
 OF1901.and adjusted by the National Geodetic Survey in January 1999..
 OF1901
 OF1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1901
 OF1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1901
 OF1901.The geoid height was determined by GEOID03.
 OF1901
 OF1901;                    North         East     Units Scale Factor Converg.
 OF1901;SPC NY W     -   358,629.602   436,597.917   MT  1.00002972   +0 43 48.3
 OF1901;SPC NY W     - 1,176,603.95  1,432,405.00   sFT  1.00002972   +0 43 48.3
 OF1901;UTM  18      - 4,788,791.118   295,556.853   MT  1.00011419   -1 43 28.7
 OF1901
 OF1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1901!SPC NY W     -   0.99998758  x   1.00002972  =   1.00001730
 OF1901!UTM  18      -   0.99998758  x   1.00011419  =   1.00010177
 OF1901
 OF1901:                Primary Azimuth Mark                     Grid Az
 OF1901:SPC NY W     -  DWYER                                    022 03 59.4
 OF1901:UTM  18      -  DWYER                                    024 31 16.4
 OF1901
 OF1901|---------------------------------------------------------------------|
 OF1901| PID    Reference Object                     Distance      Geod. Az  |
 OF1901|                                                           dddmmss.s |
 OF1901| OF1900 DWYER                               APPROX. 1.2 KM 0224747.7 |
 OF1901|---------------------------------------------------------------------|
 OF1901
 OF1901                          SUPERSEDED SURVEY CONTROL
 OF1901
 OF1901  NAD 83(1986)-  43 13 27.19089(N)    077 31 02.52873(W) AD(       ) 2
 OF1901  NAD 27      -  43 13 26.96600(N)    077 31 03.53545(W) AD(       ) 2
 OF1901  NGVD 29 (07/19/86)  115.2    (m)          378.     (f) VERT ANG       
 OF1901
 OF1901.Superseded values are not recommended for survey control.
 OF1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1901.See file dsdata.txt to determine how the superseded data were derived.
 OF1901
 OF1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9555788791(NAD 83)
 OF1901_MARKER: DD = SURVEY DISK
 OF1901_SETTING: 0 = UNSPECIFIED SETTING
 OF1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1901
 OF1901  HISTORY     - Date     Condition        Report By
 OF1901  HISTORY     - 1969     MONUMENTED       NY-055
 OF1901  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 OF1901
 OF1901                          STATION DESCRIPTION
 OF1901
 OF1901'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1901'IN WEBSTER ALONG DEWITT ROAD
 OF1901'
 OF1901'0.8 MILE WEST AND SOUTH OF BAY ROAD
 OF1901'
 OF1901'0.72 MILE SOUTHWEST OF STATION DWYER 1969
 OF1901'
 OF1901'14.8 FEET WEST OF CENTERLINE OF DEWITT ROAD
 OF1901'
 OF1901'3.9 FEET SOUTH OF SIGN
 OF1901'
 OF1901'5.4 FEET NORTHEAST OF POLE RGE 18C RTC218
 OF1901'
 OF1901'13.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF SOUTH ONE OF TWO
 OF1901'4 FOOT BY 4 FOOT FOUNDATION GATE POSTS
 OF1901'
 OF1901'25.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF NORTH GATE POST
 OF1901'
 OF1901'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1901'STAMPED 148 IN THE TOP OF A CONCRETE POST 1.3 FEET BELOW GRADE.
 OF1901
 OF1901                          STATION RECOVERY (1998)
 OF1901
 OF1901'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2201 ***********************************************************************
 PH2201  DESIGNATION -  148 SUB IBC
 PH2201  PID         -  PH2201
 PH2201  STATE/COUNTY-  NY/ST LAWRENCE
 PH2201  USGS QUAD   -  EDWARDSVILLE (1980)
 PH2201
 PH2201                         *CURRENT SURVEY CONTROL
 PH2201  ___________________________________________________________________
 PH2201* NAD 83(1996)-  44 36 55.76641(N)    075 36 35.03741(W)     ADJUSTED  
 PH2201* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2201  ___________________________________________________________________
 PH2201  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 PH2201  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 PH2201
 PH2201  HORZ ORDER  -  THIRD
 PH2201
 PH2201.The horizontal coordinates were established by classical geodetic methods
 PH2201.and adjusted by the National Geodetic Survey in January 1999..
 PH2201
 PH2201.The orthometric height was scaled from a topographic map.
 PH2201
 PH2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2201
 PH2201.The geoid height was determined by GEOID03.
 PH2201
 PH2201;                    North         East     Units Scale Factor Converg.
 PH2201;SPC NY E     -   642,747.812    61,926.579   MT  0.99999536   -0 46 46.1
 PH2201;SPC NY E     - 2,108,748.45    203,170.78   sFT  0.99999536   -0 46 46.1
 PH2201;UTM  18      - 4,940,418.524   451,623.401   MT  0.99962878   -0 25 41.7
 PH2201
 PH2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2201!SPC NY E     -   0.99999320  x   0.99999536  =   0.99998856
 PH2201!UTM  18      -   0.99999320  x   0.99962878  =   0.99962198
 PH2201
 PH2201|---------------------------------------------------------------------|
 PH2201| PID    Reference Object                     Distance      Geod. Az  |
 PH2201|                                                           dddmmss.s |
 PH2201| PH2202 BROOKS PT USLS                       49.432 METERS 21757     |
 PH2201| PH2212 BROCKVILLE ASYLUM CHY IBC           APPROX. 4.7 KM 2563224.0 |
 PH2201| PH2206 K USLS                              APPROX. 1.8 KM 2953434.2 |
 PH2201| PH2236 CATHOLIC SCHOOL CHY IBC             APPROX. 2.1 KM 3065058.8 |
 PH2201|---------------------------------------------------------------------|
 PH2201
 PH2201                          SUPERSEDED SURVEY CONTROL
 PH2201
 PH2201  NAD 83(1986)-  44 36 55.77374(N)    075 36 35.03800(W) AD(       ) 3
 PH2201  NAD 27      -  44 36 55.56277(N)    075 36 36.19927(W) AD(       ) 3
 PH2201
 PH2201.Superseded values are not recommended for survey control.
 PH2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2201.See file dsdata.txt to determine how the superseded data were derived.
 PH2201
 PH2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5162340419(NAD 83)
 PH2201_MARKER: DD = SURVEY DISK
 PH2201_SETTING: 80 = SET IN A BOULDER
 PH2201_SP_SET: PARTIALLY EXPOSED BOULDER
 PH2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2201+STABILITY: SURFACE MOTION
 PH2201
 PH2201  HISTORY     - Date     Condition        Report By
 PH2201  HISTORY     - 1939     MONUMENTED       IBC
 PH2201  HISTORY     - 1957     GOOD             IBC
 PH2201  HISTORY     - 19950903 GOOD             USPSQD
 PH2201
 PH2201                          STATION DESCRIPTION
 PH2201
 PH2201'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2201'ABOUT 2-3/4 MILES NORTHEAST OF MORRISTOWN, ON BROOKE POINT ON THE
 PH2201'SOUTH SHORE OF THE ST LAWRENCE RIVER.  THE STATION IS NEAR THE
 PH2201'EASTERN SIDE OF THE POINT, 46.9 FEET NORTHEASTERLY OF THE NORTHEASTERN
 PH2201'CORNER OF THE MAIN PART OF A BROWN COTTAGE, 86.0 FEET NORTH OF THE
 PH2201'NORTHEASTERN CORNER OF A GRAY COTTAGE, ABOUT 100 FEET WEST OF A
 PH2201'WOODEN PIER WITH A FLAGPOLE, AND ABOUT 150 FEET DOWNSTREAM FROM 2
 PH2201'TRIANGLES CUT IN A ROCK.
 PH2201'
 PH2201'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2201'DISK STATION MARK SET IN A DRILL HOLE IN A BOULDER SHOWING 4 BY 5 FEET
 PH2201'2-1/2 FEET HIGH ABOVE GROUND.  REFERENCE MARK 1 IS 3/4 - INCH DRILL
 PH2201'HOLE AND AN ARROW POINTING TOWARD THE STATION CUT IN A BOULDER 2 BY 3
 PH2201'FEET IN SIZE ABOUT 25 FEET BACK FROM THE WATERS EDGE.
 PH2201'
 PH2201'REFERENCE MARK 2 IS A 3/4 - INCH DRILL HOLE IN THE FACE OF A 2 - BY
 PH2201'4 - FOOT BOULDER IN A STONE WALL NEAR THE WATERS EDGE IN FRONT OF A
 PH2201'WHITE COTTAGE.
 PH2201
 PH2201                          STATION RECOVERY (1957)
 PH2201
 PH2201'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2201'STATION RECOVERED IN GOOD CONDITION.
 PH2201
 PH2201                          STATION RECOVERY (1995)
 PH2201
 PH2201'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1140 ***********************************************************************
 PG1140  DESIGNATION -  1489 USGS
 PG1140  PID         -  PG1140
 PG1140  STATE/COUNTY-  NY/CLINTON
 PG1140  USGS QUAD   -  MOFFITSVILLE (1968)
 PG1140
 PG1140                         *CURRENT SURVEY CONTROL
 PG1140  ___________________________________________________________________
 PG1140* NAD 83(1986)-  44 40 24.     (N)    073 46 56.     (W)     SCALED    
 PG1140* NAVD 88     -       453.871  (meters)    1489.08   (feet)  ADJUSTED  
 PG1140  ___________________________________________________________________
 PG1140  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 PG1140  DYNAMIC HT  -         453.827 (meters)    1488.93  (feet)  COMP
 PG1140  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 PG1140
 PG1140  VERT ORDER  -  SECOND    CLASS 0
 PG1140
 PG1140.The horizontal coordinates were scaled from a topographic map and have
 PG1140.an estimated accuracy of +/- 6 seconds.
 PG1140
 PG1140.The orthometric height was determined by differential leveling
 PG1140.and adjusted by the National Geodetic Survey in June 1991..
 PG1140
 PG1140.The geoid height was determined by GEOID03.
 PG1140
 PG1140.The dynamic height is computed by dividing the NAVD 88
 PG1140.geopotential number by the normal gravity value computed on the
 PG1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1140.degrees latitude (g = 980.6199 gals.).
 PG1140
 PG1140.The modeled gravity was interpolated from observed gravity values.
 PG1140
 PG1140;                    North         East    Units  Estimated Accuracy
 PG1140;SPC NY E     -   648,830.      206,910.      MT  (+/- 180 meters Scaled)
 PG1140
 PG1140                          SUPERSEDED SURVEY CONTROL
 PG1140
 PG1140  NGVD 29 (??/??/??)  453.940  (m)         1489.30   (f) ADJUSTED    2 0
 PG1140
 PG1140.Superseded values are not recommended for survey control.
 PG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1140.See file dsdata.txt to determine how the superseded data were derived.
 PG1140
 PG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ965473(NAD 83)
 PG1140_MARKER: DD = SURVEY DISK
 PG1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1140_SP_SET: CULVERT
 PG1140_STAMPING: 1489 FT. NEW YORK
 PG1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1140
 PG1140  HISTORY     - Date     Condition        Report By
 PG1140  HISTORY     - UNK      MONUMENTED       USGS
 PG1140  HISTORY     - 1935     GOOD             CGS
 PG1140
 PG1140                          STATION DESCRIPTION
 PG1140
 PG1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1140'4.6 MI SW FROM DANNEMORA.
 PG1140'IS LOCATED 4.6 MILES SOUTHWEST OF STATION AT DANNEMORA.  8 FEET
 PG1140'NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK.  STANDARD TABLET SET
 PG1140'ON TOP OF NORTHEAST END OF RAILROAD CONCRETE CULVERT, ACROSS TRACK
 PG1140'FROM RAILROAD BLOCK.  AT OLD RUSSIA STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0948 ***********************************************************************
 KU0948  DESIGNATION -  149
 KU0948  PID         -  KU0948
 KU0948  STATE/COUNTY-  NY/WESTCHESTER
 KU0948  USGS QUAD   -  YONKERS (1979)
 KU0948
 KU0948                         *CURRENT SURVEY CONTROL
 KU0948  ___________________________________________________________________
 KU0948* NAD 83(1986)-  40 55 45.     (N)    073 54 14.     (W)     SCALED    
 KU0948* NAVD 88     -         4.924  (meters)      16.15   (feet)  ADJUSTED  
 KU0948  ___________________________________________________________________
 KU0948  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0948  DYNAMIC HT  -           4.922 (meters)      16.15  (feet)  COMP
 KU0948  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 KU0948
 KU0948  VERT ORDER  -  FIRST     CLASS I
 KU0948
 KU0948.The horizontal coordinates were scaled from a topographic map and have
 KU0948.an estimated accuracy of +/- 6 seconds.
 KU0948
 KU0948.The orthometric height was determined by differential leveling
 KU0948.and adjusted by the National Geodetic Survey in June 1991..
 KU0948
 KU0948.The geoid height was determined by GEOID03.
 KU0948
 KU0948.The dynamic height is computed by dividing the NAVD 88
 KU0948.geopotential number by the normal gravity value computed on the
 KU0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0948.degrees latitude (g = 980.6199 gals.).
 KU0948
 KU0948.The modeled gravity was interpolated from observed gravity values.
 KU0948
 KU0948;                    North         East    Units  Estimated Accuracy
 KU0948;SPC NY E     -   232,850.      200,200.      MT  (+/- 180 meters Scaled)
 KU0948
 KU0948                          SUPERSEDED SURVEY CONTROL
 KU0948
 KU0948  NGVD 29 (??/??/92)    5.234  (m)           17.17   (f) ADJ UNCH    1 1
 KU0948
 KU0948.Superseded values are not recommended for survey control.
 KU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0948.See file dsdata.txt to determine how the superseded data were derived.
 KU0948
 KU0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL922314(NAD 83)
 KU0948_MARKER: B = BOLT
 KU0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0948_SP_SET: RETAINING WALL
 KU0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0948
 KU0948  HISTORY     - Date     Condition        Report By
 KU0948  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0948  HISTORY     - 1952     GOOD             NGS
 KU0948  HISTORY     - 1965     GOOD             NGS
 KU0948
 KU0948                          STATION DESCRIPTION
 KU0948
 KU0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0948'0.4 MI N FROM LUDLOW.
 KU0948'ABOUT 0.4 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KU0948'THE STATION AT LUDLOW, ABOUT 0.6 MILE SOUTH OF THE STATION
 KU0948'AT YONKERS, DUE EAST ACROSS THE TRACKS FROM THE SPRECKLES SUGAR
 KU0948'CORPORATION, 33.6 FEET SOUTH OF SOUTH SIDE OF OVERPASS BRIDGE
 KU0948'TO FACTORY, 28.8 FEET SOUTH OF SOUTH SIDE OF EAST ABUTMENT OF
 KU0948'BRIDGE, 6.5 FEET SOUTH OF THE SOUTH SIDE OF SPLICING CHAMBER
 KU0948'NO. 852, 4.2 FEET EAST OF EAST RAIL OF EAST TRACK, THE TOP
 KU0948'SURFACE OF A 1-INCH SQUARE HEAD OF AN IRON BOLT SET IN VERTICAL
 KU0948'WEST FACE OF A RETAINING WALL, AND 4.0 FEET LOWER THAN TOP
 KU0948'OF WALL. - THE BOLT PROTRUDES ABOUT 2 INCHES OUT OF VERTICAL
 KU0948'FACE OF WALL.
 KU0948
 KU0948                          STATION RECOVERY (1965)
 KU0948
 KU0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2204 ***********************************************************************
 PH2204  DESIGNATION -  149 SUB IBC
 PH2204  PID         -  PH2204
 PH2204  STATE/COUNTY-  NY/ST LAWRENCE
 PH2204  USGS QUAD   -  MORRISTOWN (1982)
 PH2204
 PH2204                         *CURRENT SURVEY CONTROL
 PH2204  ___________________________________________________________________
 PH2204* NAD 83(1996)-  44 37 22.68593(N)    075 37 42.35480(W)     ADJUSTED  
 PH2204* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2204  ___________________________________________________________________
 PH2204  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 PH2204  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 PH2204
 PH2204  HORZ ORDER  -  THIRD
 PH2204
 PH2204.The horizontal coordinates were established by classical geodetic methods
 PH2204.and adjusted by the National Geodetic Survey in January 1999..
 PH2204
 PH2204.The orthometric height was scaled from a topographic map.
 PH2204
 PH2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2204
 PH2204.The geoid height was determined by GEOID03.
 PH2204
 PH2204;                    North         East     Units Scale Factor Converg.
 PH2204;SPC NY E     -   643,599.041    60,454.013   MT  0.99999858   -0 47 33.7
 PH2204;SPC NY E     - 2,111,541.19    198,339.54   sFT  0.99999858   -0 47 33.7
 PH2204;UTM  18      - 4,941,260.400   450,146.186   MT  0.99963056   -0 26 29.2
 PH2204
 PH2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2204!SPC NY E     -   0.99999321  x   0.99999858  =   0.99999179
 PH2204!UTM  18      -   0.99999321  x   0.99963056  =   0.99962377
 PH2204
 PH2204:                Primary Azimuth Mark                     Grid Az
 PH2204:SPC NY E     -  147 SUB IBC                              049 16 30.5
 PH2204:UTM  18      -  147 SUB IBC                              048 55 26.0
 PH2204
 PH2204|---------------------------------------------------------------------|
 PH2204| PID    Reference Object                     Distance      Geod. Az  |
 PH2204|                                                           dddmmss.s |
 PH2204| PH2196 147 SUB IBC                         APPROX. 1.5 KM 0482856.8 |
 PH2204| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 4.2 KM 1992502.6 |
 PH2204| PH2206 K USLS                              154.844 METERS 25049     |
 PH2204| PH2205 REF MON 54                           29.103 METERS 30519     |
 PH2204|---------------------------------------------------------------------|
 PH2204
 PH2204                          SUPERSEDED SURVEY CONTROL
 PH2204
 PH2204  NAD 83(1986)-  44 37 22.69325(N)    075 37 42.35523(W) AD(       ) 3
 PH2204  NAD 27      -  44 37 22.48400(N)    075 37 43.51300(W) AD(       ) 3
 PH2204
 PH2204.Superseded values are not recommended for survey control.
 PH2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2204.See file dsdata.txt to determine how the superseded data were derived.
 PH2204
 PH2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5014641260(NAD 83)
 PH2204_MARKER: DD = SURVEY DISK
 PH2204_SETTING: 0 = UNSPECIFIED SETTING
 PH2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH2204
 PH2204  HISTORY     - Date     Condition        Report By
 PH2204  HISTORY     - 1939     MONUMENTED       IBC
 PH2204  HISTORY     - 1957     GOOD             IBC
 PH2204  HISTORY     - 19950903 GOOD             USPSQD
 PH2204
 PH2204                          STATION DESCRIPTION
 PH2204
 PH2204'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2204'ABOUT 3-1/2 MILES NORTHEAST OF BROCKVILLE, ONTARIO, ON A POINT OF THE
 PH2204'NORTH SHORE OF THE ST LAWRENCE RIVER.  THE STATION IS ABOUT THE CENTER
 PH2204'OF A SQUARE BLOCK OF CONCRETE ABOUT 8 BY 8 FEET BY 4 FEET HIGH ABOUT
 PH2204'13 FEET DOWNSTREAM FROM A CONCRETE DOCK EXTENDING 50 FEET INTO THE
 PH2204'RIVER.
 PH2204'
 PH2204'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2204'DISK STATION MARK SET IN A DRILL HOLE IN THE CONCRETE.  MONUMENT 54 IS
 PH2204'95.48 FEET FROM THE STATION, N 54 DEG 42 MIN W.
 PH2204
 PH2204                          STATION RECOVERY (1957)
 PH2204
 PH2204'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2204'STATION RECOVERED IN GOOD CONDITION.
 PH2204
 PH2204                          STATION RECOVERY (1995)
 PH2204
 PH2204'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0721 ***********************************************************************
 OE0721  DESIGNATION -  1493
 OE0721  PID         -  OE0721
 OE0721  STATE/COUNTY-  NY/LEWIS
 OE0721  USGS QUAD   -  WEST LEYDEN (1980)
 OE0721
 OE0721                         *CURRENT SURVEY CONTROL
 OE0721  ___________________________________________________________________
 OE0721* NAD 83(1986)-  43 27 35.     (N)    075 27 47.     (W)     SCALED    
 OE0721* NAVD 88     -       455.898  (meters)    1495.73   (feet)  ADJUSTED  
 OE0721  ___________________________________________________________________
 OE0721  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 OE0721  DYNAMIC HT  -         455.775 (meters)    1495.32  (feet)  COMP
 OE0721  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 OE0721
 OE0721  VERT ORDER  -  SECOND    CLASS 0
 OE0721
 OE0721.The horizontal coordinates were scaled from a topographic map and have
 OE0721.an estimated accuracy of +/- 6 seconds.
 OE0721
 OE0721.The orthometric height was determined by differential leveling
 OE0721.and adjusted by the National Geodetic Survey in June 1991..
 OE0721
 OE0721.The geoid height was determined by GEOID03.
 OE0721
 OE0721.The dynamic height is computed by dividing the NAVD 88
 OE0721.geopotential number by the normal gravity value computed on the
 OE0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0721.degrees latitude (g = 980.6199 gals.).
 OE0721
 OE0721.The modeled gravity was interpolated from observed gravity values.
 OE0721
 OE0721;                    North         East    Units  Estimated Accuracy
 OE0721;SPC NY C     -   384,850.      340,660.      MT  (+/- 180 meters Scaled)
 OE0721
 OE0721                          SUPERSEDED SURVEY CONTROL
 OE0721
 OE0721  NGVD 29 (??/??/92)  456.000  (m)         1496.06   (f) ADJ UNCH    2 0
 OE0721
 OE0721.Superseded values are not recommended for survey control.
 OE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0721.See file dsdata.txt to determine how the superseded data were derived.
 OE0721
 OE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP625119(NAD 83)
 OE0721_MARKER: DD = SURVEY DISK
 OE0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0721_SP_SET: BRIDGE
 OE0721_STAMPING: 1493 ALBANY 1901
 OE0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0721
 OE0721  HISTORY     - Date     Condition        Report By
 OE0721  HISTORY     - 1901     MONUMENTED       USGS
 OE0721  HISTORY     - 1942     GOOD             NGS
 OE0721  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OE0721
 OE0721                          STATION DESCRIPTION
 OE0721
 OE0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0721'IN WEST LEYDEN.
 OE0721'AT WEST LEYDEN, LEWIS COUNTY, AT A CONCRETE BRIDGE OVER THE WEST
 OE0721'BRANCH OF THE MOHAWK RIVER, AND IN THE TOP OF THE NORTHEAST WING WALL
 OE0721'AT THE NORTHWEST END.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OE0721'DISK, STAMPED 1493 ALBANY 1901.
 OE0721
 OE0721                          STATION RECOVERY (2001)
 OE0721
 OE0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OE0721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4994 ***********************************************************************
 KU4994  DESIGNATION -  14E 03N
 KU4994  PID         -  KU4994
 KU4994  STATE/COUNTY-  NY/NASSAU
 KU4994  USGS QUAD   -  JONES INLET (1975)
 KU4994
 KU4994                         *CURRENT SURVEY CONTROL
 KU4994  ___________________________________________________________________
 KU4994* NAD 83(1996)-  40 35 44.20552(N)    073 31 05.49945(W)     ADJUSTED  
 KU4994* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 KU4994  ___________________________________________________________________
 KU4994  X           -   1,375,972.691 (meters)                     COMP
 KU4994  Y           -  -4,650,628.518 (meters)                     COMP
 KU4994  Z           -   4,128,409.655 (meters)                     COMP
 KU4994  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KU4994  ELLIP HEIGHT-         -27.59  (meters)          (12/03/02) GPS OBS
 KU4994  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU4994
 KU4994  HORZ ORDER  -  FIRST
 KU4994  ELLP ORDER  -  FOURTH    CLASS II
 KU4994
 KU4994.The horizontal coordinates were established by GPS observations
 KU4994.and adjusted by the National Geodetic Survey in January 1999..
 KU4994
 KU4994.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4994
 KU4994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4994
 KU4994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4994
 KU4994.The ellipsoidal height was determined by GPS observations
 KU4994.and is referenced to NAD 83.
 KU4994
 KU4994.The geoid height was determined by GEOID03.
 KU4994
 KU4994;                    North         East     Units Scale Factor Converg.
 KU4994;SPC NY L     -    47,744.617   340,783.538   MT  1.00000471   +0 18 54.5
 KU4994;SPC NY L     -   156,642.13  1,118,053.99   sFT  1.00000471   +0 18 54.5
 KU4994;UTM  18      - 4,494,922.974   625,382.848   MT  0.99979351   +0 57 51.7
 KU4994
 KU4994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4994!SPC NY L     -   1.00000433  x   1.00000471  =   1.00000904
 KU4994!UTM  18      -   1.00000433  x   0.99979351  =   0.99979784
 KU4994
 KU4994                          SUPERSEDED SURVEY CONTROL
 KU4994
 KU4994  ELLIP H (01/11/99)  -27.59   (m)                       GP(       ) 4 1
 KU4994  NAD 83(1986)-  40 35 44.20870(N)    073 31 05.49816(W) AD(       ) 1
 KU4994  NGVD 29 (03/24/92)    4.4    (m)           14.     (f) GPS OBS        
 KU4994
 KU4994.Superseded values are not recommended for survey control.
 KU4994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4994.See file dsdata.txt to determine how the superseded data were derived.
 KU4994
 KU4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2538394923(NAD 83)
 KU4994_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4994_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4994_STAMPING: 14E03N
 KU4994_MARK LOGO: NYDPW 
 KU4994_PROJECTION: RECESSED 8 CENTIMETERS
 KU4994_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4994+STABILITY: POSITION/ELEVATION WELL
 KU4994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4994+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4994_ROD/PIPE-DEPTH: 20.6 meters
 KU4994_SLEEVE-DEPTH  : 1.52 meters
 KU4994
 KU4994  HISTORY     - Date     Condition        Report By
 KU4994  HISTORY     - 1989     MONUMENTED       SBAS
 KU4994
 KU4994                          STATION DESCRIPTION
 KU4994
 KU4994'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4994'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, IN THE GRASS
 KU4994'ON THE ISLAND AT THE ENTRANCE TO JONES BEACH PARKING LOT NUMBER 3 ON
 KU4994'THE NORTH SIDE OF OCEAN PARKWAY, 5000 FEET (1524.0 M) EAST OF THE
 KU4994'MEADOWBROOK PARKWAY.
 KU4994'THE LOCATION TIES ARE 51.1 FEET (15.6 M) FROM THE LIGHT POLE NUMBER
 KU4994'105, 20.5 FEET (6.2 M) FROM THE SOUTH POST OF THE SIGN FIELD 3 AND
 KU4994'51.4 FEET (15.7 M) FROM THE WEST TIP OF THE GRASS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4995 ***********************************************************************
 KU4995  DESIGNATION -  14E 06N
 KU4995  PID         -  KU4995
 KU4995  STATE/COUNTY-  NY/NASSAU
 KU4995  USGS QUAD   -  FREEPORT (1979)
 KU4995
 KU4995                         *CURRENT SURVEY CONTROL
 KU4995  ___________________________________________________________________
 KU4995* NAD 83(1996)-  40 38 32.08576(N)    073 31 06.82381(W)     ADJUSTED  
 KU4995* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU4995  ___________________________________________________________________
 KU4995  X           -   1,374,985.939 (meters)                     COMP
 KU4995  Y           -  -4,647,403.093 (meters)                     COMP
 KU4995  Z           -   4,132,339.071 (meters)                     COMP
 KU4995  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KU4995  ELLIP HEIGHT-         -29.62  (meters)          (12/03/02) GPS OBS
 KU4995  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4995
 KU4995  HORZ ORDER  -  FIRST
 KU4995  ELLP ORDER  -  FOURTH    CLASS II
 KU4995
 KU4995.The horizontal coordinates were established by GPS observations
 KU4995.and adjusted by the National Geodetic Survey in January 1999..
 KU4995
 KU4995.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4995
 KU4995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4995
 KU4995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4995
 KU4995.The ellipsoidal height was determined by GPS observations
 KU4995.and is referenced to NAD 83.
 KU4995
 KU4995.The geoid height was determined by GEOID03.
 KU4995
 KU4995;                    North         East     Units Scale Factor Converg.
 KU4995;SPC NY L     -    52,922.862   340,723.938   MT  1.00000145   +0 18 53.6
 KU4995;SPC NY L     -   173,631.09  1,117,858.45   sFT  1.00000145   +0 18 53.6
 KU4995;UTM  18      - 4,500,099.124   625,264.561   MT  0.99979314   +0 57 54.1
 KU4995
 KU4995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4995!SPC NY L     -   1.00000465  x   1.00000145  =   1.00000610
 KU4995!UTM  18      -   1.00000465  x   0.99979314  =   0.99979779
 KU4995
 KU4995:                Primary Azimuth Mark                     Grid Az
 KU4995:SPC NY L     -  14E 07N                                  011 54 02.8
 KU4995:UTM  18      -  14E 07N                                  011 15 02.3
 KU4995
 KU4995|---------------------------------------------------------------------|
 KU4995| PID    Reference Object                     Distance      Geod. Az  |
 KU4995|                                                           dddmmss.s |
 KU4995| KU4996 14E 07N                             APPROX. 1.4 KM 0121256.4 |
 KU4995| KU5012 14E 06N AZ                          220.649 METERS 22106     |
 KU4995|---------------------------------------------------------------------|
 KU4995
 KU4995                          SUPERSEDED SURVEY CONTROL
 KU4995
 KU4995  ELLIP H (01/11/99)  -29.62   (m)                       GP(       ) 4 1
 KU4995  NAD 83(1996)-  40 38 32.08895(N)    073 31 06.82252(W) AD(       ) 1
 KU4995  NAD 83(1992)-  40 38 32.08887(N)    073 31 06.82237(W) AD(       ) 1
 KU4995  NAD 83(1986)-  40 38 32.08925(N)    073 31 06.82275(W) AD(       ) 1
 KU4995  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4995
 KU4995.Superseded values are not recommended for survey control.
 KU4995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4995.See file dsdata.txt to determine how the superseded data were derived.
 KU4995
 KU4995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2526500099(NAD 83)
 KU4995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4995_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4995_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4995_STAMPING: 14E06N
 KU4995_MARK LOGO: NYDPW 
 KU4995_PROJECTION: RECESSED 8 CENTIMETERS
 KU4995_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4995+STABILITY: POSITION/ELEVATION WELL
 KU4995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4995+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4995_ROD/PIPE-DEPTH: 20.6 meters
 KU4995_SLEEVE-DEPTH  : 1.52 meters
 KU4995
 KU4995  HISTORY     - Date     Condition        Report By
 KU4995  HISTORY     - 1989     MONUMENTED       SBAS
 KU4995
 KU4995                          STATION DESCRIPTION
 KU4995
 KU4995'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4995'THE POINT IS LOCATED IN BELLMORE,TOWN OF HEMPSTEAD,67 FEET EAST OF THE
 KU4995'CENTERLINE OF JASON DRIVE AND 35 FEET (10.7 M) SOUTH OF THE
 KU4995'CENTERLINE OF ELSA PLACE,IN THE PAVED ROADWAY.
 KU4995'THE LOCATION TIES ARE 64.7 FEET (19.7 M) FROM THE WESTERLY SEWER
 KU4995'MANHOLE,81.3 FEET FROM THE EASTERLY SEWER MANHOLE AND 31.7 FEET
 KU4995'(9.7 M) FROM THE NORTH WEST CORNER OF THE CABLEVISION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5012 ***********************************************************************
 KU5012  DESIGNATION -  14E 06N AZ
 KU5012  PID         -  KU5012
 KU5012  STATE/COUNTY-  NY/NASSAU
 KU5012  USGS QUAD   -  FREEPORT (1979)
 KU5012
 KU5012                         *CURRENT SURVEY CONTROL
 KU5012  ___________________________________________________________________
 KU5012* NAD 83(1996)-  40 38 26.69519(N)    073 31 12.99658(W)     ADJUSTED  
 KU5012* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU5012  ___________________________________________________________________
 KU5012  X           -   1,374,877.581 (meters)                     COMP
 KU5012  Y           -  -4,647,548.092 (meters)                     COMP
 KU5012  Z           -   4,132,212.899 (meters)                     COMP
 KU5012  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU5012  ELLIP HEIGHT-         -29.62  (meters)          (12/03/02) GPS OBS
 KU5012  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU5012
 KU5012  HORZ ORDER  -  FIRST
 KU5012  ELLP ORDER  -  FOURTH    CLASS II
 KU5012
 KU5012.The horizontal coordinates were established by GPS observations
 KU5012.and adjusted by the National Geodetic Survey in January 1999..
 KU5012
 KU5012.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5012
 KU5012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5012
 KU5012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5012
 KU5012.The ellipsoidal height was determined by GPS observations
 KU5012.and is referenced to NAD 83.
 KU5012
 KU5012.The geoid height was determined by GEOID03.
 KU5012
 KU5012;                    North         East     Units Scale Factor Converg.
 KU5012;SPC NY L     -    52,755.789   340,579.810   MT  1.00000154   +0 18 49.6
 KU5012;SPC NY L     -   173,082.95  1,117,385.59   sFT  1.00000154   +0 18 49.6
 KU5012;UTM  18      - 4,499,930.462   625,122.368   MT  0.99979270   +0 57 50.0
 KU5012
 KU5012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5012!SPC NY L     -   1.00000465  x   1.00000154  =   1.00000619
 KU5012!UTM  18      -   1.00000465  x   0.99979270  =   0.99979735
 KU5012
 KU5012|---------------------------------------------------------------------|
 KU5012| PID    Reference Object                     Distance      Geod. Az  |
 KU5012|                                                           dddmmss.s |
 KU5012| KU4995 14E 06N                             220.649 METERS 04106     |
 KU5012|---------------------------------------------------------------------|
 KU5012
 KU5012                          SUPERSEDED SURVEY CONTROL
 KU5012
 KU5012  ELLIP H (01/11/99)  -29.62   (m)                       GP(       ) 4 1
 KU5012  NAD 83(1996)-  40 38 26.69837(N)    073 31 12.99529(W) AD(       ) 1
 KU5012  NAD 83(1992)-  40 38 26.69827(N)    073 31 12.99513(W) AD(       ) 1
 KU5012  NAD 83(1986)-  40 38 26.69867(N)    073 31 12.99556(W) AD(       ) 1
 KU5012  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU5012
 KU5012.Superseded values are not recommended for survey control.
 KU5012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5012.See file dsdata.txt to determine how the superseded data were derived.
 KU5012
 KU5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2512299930(NAD 83)
 KU5012_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5012_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5012_STAMPING: 14E06NAZ
 KU5012_MARK LOGO: NYDPW 
 KU5012_PROJECTION: RECESSED 8 CENTIMETERS
 KU5012_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5012+STABILITY: POSITION/ELEVATION WELL
 KU5012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5012+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5012_ROD/PIPE-DEPTH: 20.6 meters
 KU5012_SLEEVE-DEPTH  : 1.52 meters
 KU5012
 KU5012  HISTORY     - Date     Condition        Report By
 KU5012  HISTORY     - 1989     MONUMENTED       SBAS
 KU5012
 KU5012                          STATION DESCRIPTION
 KU5012
 KU5012'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5012'POINT LOCATED IN BELLMORE,TOWN OF HEMPSTEAD,63 FEET EAST OF THE
 KU5012'CENTERLINE OF JASON COURT AND 23 FEET (7.0 M) SOUTH OF THE CENTERLINE
 KU5012'OF JASON AND JUDITH DRIVE,IN THE CONCRETE SIDEWALK.
 KU5012'LOCATION TIES ARE 37.3 FEET (11.4 M) FROM THE NORTH EAST CORNER OF
 KU5012'HOUSE NUMBER 3359, 37.7 FEET (11.5 M) FROM THE GAS VALVE IN DRIVEWAY
 KU5012'OF HOUSE NUMBER 3359 AND THE 23.4 FEET (7.1 M) FROM THE SOUTH EAST
 KU5012'CORNER OF THE TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4996 ***********************************************************************
 KU4996  DESIGNATION -  14E 07N
 KU4996  PID         -  KU4996
 KU4996  STATE/COUNTY-  NY/NASSAU
 KU4996  USGS QUAD   -  FREEPORT (1979)
 KU4996
 KU4996                         *CURRENT SURVEY CONTROL
 KU4996  ___________________________________________________________________
 KU4996* NAD 83(1996)-  40 39 16.42252(N)    073 30 54.22041(W)     ADJUSTED  
 KU4996* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU4996  ___________________________________________________________________
 KU4996  X           -   1,375,017.098 (meters)                     COMP
 KU4996  Y           -  -4,646,464.776 (meters)                     COMP
 KU4996  Z           -   4,133,376.697 (meters)                     COMP
 KU4996  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 KU4996  ELLIP HEIGHT-         -29.65  (meters)          (12/03/02) GPS OBS
 KU4996  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU4996
 KU4996  HORZ ORDER  -  FIRST
 KU4996  ELLP ORDER  -  FOURTH    CLASS II
 KU4996
 KU4996.The horizontal coordinates were established by GPS observations
 KU4996.and adjusted by the National Geodetic Survey in January 1999..
 KU4996
 KU4996.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4996
 KU4996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4996
 KU4996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4996
 KU4996.The ellipsoidal height was determined by GPS observations
 KU4996.and is referenced to NAD 83.
 KU4996
 KU4996.The geoid height was determined by GEOID03.
 KU4996
 KU4996;                    North         East     Units Scale Factor Converg.
 KU4996;SPC NY L     -    54,292.106   341,012.502   MT  1.00000069   +0 19 01.9
 KU4996;SPC NY L     -   178,123.35  1,118,805.18   sFT  1.00000069   +0 19 01.9
 KU4996;UTM  18      - 4,501,471.270   625,537.511   MT  0.99979398   +0 58 03.2
 KU4996
 KU4996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4996!SPC NY L     -   1.00000465  x   1.00000069  =   1.00000534
 KU4996!UTM  18      -   1.00000465  x   0.99979398  =   0.99979863
 KU4996
 KU4996|---------------------------------------------------------------------|
 KU4996| PID    Reference Object                     Distance      Geod. Az  |
 KU4996|                                                           dddmmss.s |
 KU4996| KU5013 14E 07N AZ                          349.722 METERS 18251     |
 KU4996| KU4995 14E 06N                             APPROX. 1.4 KM 1921304.6 |
 KU4996|---------------------------------------------------------------------|
 KU4996
 KU4996                          SUPERSEDED SURVEY CONTROL
 KU4996
 KU4996  ELLIP H (01/11/99)  -29.64   (m)                       GP(       ) 4 1
 KU4996  NAD 83(1996)-  40 39 16.42571(N)    073 30 54.21913(W) AD(       ) 1
 KU4996  NAD 83(1992)-  40 39 16.42562(N)    073 30 54.21897(W) AD(       ) 1
 KU4996  NAD 83(1986)-  40 39 16.42612(N)    073 30 54.21940(W) AD(       ) 1
 KU4996  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU4996
 KU4996.Superseded values are not recommended for survey control.
 KU4996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4996.See file dsdata.txt to determine how the superseded data were derived.
 KU4996
 KU4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2553801471(NAD 83)
 KU4996_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4996_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4996_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4996_STAMPING: 14E07N
 KU4996_MARK LOGO: NYDPW 
 KU4996_PROJECTION: RECESSED 8 CENTIMETERS
 KU4996_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4996+STABILITY: POSITION/ELEVATION WELL
 KU4996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4996+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU4996_ROD/PIPE-DEPTH: 20.6 meters
 KU4996_SLEEVE-DEPTH  : 1.52 meters
 KU4996
 KU4996  HISTORY     - Date     Condition        Report By
 KU4996  HISTORY     - 1990     MONUMENTED       SBAS
 KU4996  HISTORY     - 19910506 GOOD
 KU4996
 KU4996                          STATION DESCRIPTION
 KU4996
 KU4996'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4996'THE POINT IS LOCATED IN WANTAGH, TOWN OF HEMPSTEAD, 43 FEET (13.1 M)
 KU4996'SOUTH OF THE CENTERLINE OF BRIGHTWATERS COURT AND 21 FEET (6.4 M) EAST
 KU4996'OF THE CENTERLINE OF BAYVIEW AVENUE,IN THE CONCRETE SIDEWALK.
 KU4996'THE LOCATION TIES ARE 52.9 FEET (16.1 M) FROM THE CENTER OF THE SEWER
 KU4996'MANHOLE, 23.1 FEET (7.0 M) FROM THE CENTER OF THE HYDRANT AND 22.0
 KU4996'FEET (6.7 M) FROM THE CENTER OF THE DRAIN MANHOLE.
 KU4996
 KU4996                          STATION RECOVERY (1991)
 KU4996
 KU4996'RECOVERED 1991
 KU4996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5013 ***********************************************************************
 KU5013  DESIGNATION -  14E 07N AZ
 KU5013  PID         -  KU5013
 KU5013  STATE/COUNTY-  NY/NASSAU
 KU5013  USGS QUAD   -  FREEPORT (1979)
 KU5013
 KU5013                         *CURRENT SURVEY CONTROL
 KU5013  ___________________________________________________________________
 KU5013* NAD 83(1996)-  40 39 05.09896(N)    073 30 54.95896(W)     ADJUSTED  
 KU5013* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU5013  ___________________________________________________________________
 KU5013  X           -   1,375,065.055 (meters)                     COMP
 KU5013  Y           -  -4,646,687.980 (meters)                     COMP
 KU5013  Z           -   4,133,111.774 (meters)                     COMP
 KU5013  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KU5013  ELLIP HEIGHT-         -29.54  (meters)          (12/03/02) GPS OBS
 KU5013  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU5013
 KU5013  HORZ ORDER  -  FIRST
 KU5013  ELLP ORDER  -  FOURTH    CLASS II
 KU5013
 KU5013.The horizontal coordinates were established by GPS observations
 KU5013.and adjusted by the National Geodetic Survey in January 1999..
 KU5013
 KU5013.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5013
 KU5013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5013
 KU5013.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5013
 KU5013.The ellipsoidal height was determined by GPS observations
 KU5013.and is referenced to NAD 83.
 KU5013
 KU5013.The geoid height was determined by GEOID03.
 KU5013
 KU5013;                    North         East     Units Scale Factor Converg.
 KU5013;SPC NY L     -    53,942.724   340,997.085   MT  1.00000088   +0 19 01.4
 KU5013;SPC NY L     -   176,977.09  1,118,754.60   sFT  1.00000088   +0 19 01.4
 KU5013;UTM  18      - 4,501,121.808   625,526.063   MT  0.99979395   +0 58 02.5
 KU5013
 KU5013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5013!SPC NY L     -   1.00000463  x   1.00000088  =   1.00000551
 KU5013!UTM  18      -   1.00000463  x   0.99979395  =   0.99979858
 KU5013
 KU5013|---------------------------------------------------------------------|
 KU5013| PID    Reference Object                     Distance      Geod. Az  |
 KU5013|                                                           dddmmss.s |
 KU5013| KU4996 14E 07N                             349.722 METERS 00251     |
 KU5013|---------------------------------------------------------------------|
 KU5013
 KU5013                          SUPERSEDED SURVEY CONTROL
 KU5013
 KU5013  ELLIP H (01/11/99)  -29.54   (m)                       GP(       ) 4 1
 KU5013  NAD 83(1996)-  40 39 05.10214(N)    073 30 54.95767(W) AD(       ) 1
 KU5013  NAD 83(1992)-  40 39 05.10204(N)    073 30 54.95749(W) AD(       ) 1
 KU5013  NAD 83(1986)-  40 39 05.10244(N)    073 30 54.95804(W) AD(       ) 1
 KU5013  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU5013
 KU5013.Superseded values are not recommended for survey control.
 KU5013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5013.See file dsdata.txt to determine how the superseded data were derived.
 KU5013
 KU5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2552601122(NAD 83)
 KU5013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5013_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5013_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5013_STAMPING: 14E07NAZ
 KU5013_MARK LOGO: NYDPW 
 KU5013_PROJECTION: RECESSED 8 CENTIMETERS
 KU5013_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5013+STABILITY: POSITION/ELEVATION WELL
 KU5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5013+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5013_ROD/PIPE-DEPTH: 20.6 meters
 KU5013_SLEEVE-DEPTH  : 1.52 meters
 KU5013
 KU5013  HISTORY     - Date     Condition        Report By
 KU5013  HISTORY     - 1990     MONUMENTED       SBAS
 KU5013  HISTORY     - 19910506 GOOD
 KU5013
 KU5013                          STATION DESCRIPTION
 KU5013
 KU5013'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5013'THE POINT IS LOCATED IN WANTAGH, TOWN OF HEMPSTEAD, 191 FEET (58.2 M)
 KU5013'SOUTH OF THE CENTERLINE OF HUNTINGTON COURT AND 22 FEET (6.7 M) EAST
 KU5013'OF THE CENTERLINE OF BAYVIEW AVENUE,IN THE CONCRETE SIDEWALK.
 KU5013'THE LOCATION TIES ARE 88.2 FEET (26.9 M) FROM THE CENTER OF THE NEW
 KU5013'YORK TELEPHONE UTILITY POLE NUMBER 41, 38.0 FEET (11.6 M) FROM THE
 KU5013'GAS VALVE AND 76.5 FEET (23.3 M) FROM THE CENTER OF THE SEWER
 KU5013'MANHOLE.
 KU5013
 KU5013                          STATION RECOVERY (1991)
 KU5013
 KU5013'RECOVERED 1991
 KU5013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4997 ***********************************************************************
 KU4997  DESIGNATION -  14E 08N
 KU4997  PID         -  KU4997
 KU4997  STATE/COUNTY-  NY/NASSAU
 KU4997  USGS QUAD   -  FREEPORT (1979)
 KU4997
 KU4997                         *CURRENT SURVEY CONTROL
 KU4997  ___________________________________________________________________
 KU4997* NAD 83(1996)-  40 40 11.99384(N)    073 30 54.70493(W)     ADJUSTED  
 KU4997* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 KU4997  ___________________________________________________________________
 KU4997  X           -   1,374,689.610 (meters)                     COMP
 KU4997  Y           -  -4,645,398.230 (meters)                     COMP
 KU4997  Z           -   4,134,678.140 (meters)                     COMP
 KU4997  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KU4997  ELLIP HEIGHT-         -27.91  (meters)          (12/03/02) GPS OBS
 KU4997  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4997
 KU4997  HORZ ORDER  -  FIRST
 KU4997  ELLP ORDER  -  FOURTH    CLASS II
 KU4997
 KU4997.The horizontal coordinates were established by GPS observations
 KU4997.and adjusted by the National Geodetic Survey in January 1999..
 KU4997
 KU4997.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4997
 KU4997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4997
 KU4997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4997
 KU4997.The ellipsoidal height was determined by GPS observations
 KU4997.and is referenced to NAD 83.
 KU4997
 KU4997.The geoid height was determined by GEOID03.
 KU4997
 KU4997;                    North         East     Units Scale Factor Converg.
 KU4997;SPC NY L     -    56,006.198   340,991.632   MT  0.99999982   +0 19 01.6
 KU4997;SPC NY L     -   183,747.00  1,118,736.71   sFT  0.99999982   +0 19 01.6
 KU4997;UTM  18      - 4,503,184.661   625,497.190   MT  0.99979386   +0 58 04.0
 KU4997
 KU4997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4997!SPC NY L     -   1.00000438  x   0.99999982  =   1.00000420
 KU4997!UTM  18      -   1.00000438  x   0.99979386  =   0.99979824
 KU4997
 KU4997|---------------------------------------------------------------------|
 KU4997| PID    Reference Object                     Distance      Geod. Az  |
 KU4997|                                                           dddmmss.s |
 KU4997| KU5014 14E 08N AZ                          359.503 METERS 19353     |
 KU4997| KU4998 14E 09N                             APPROX. 1.8 KM 3585550.6 |
 KU4997|---------------------------------------------------------------------|
 KU4997
 KU4997                          SUPERSEDED SURVEY CONTROL
 KU4997
 KU4997  ELLIP H (01/11/99)  -27.91   (m)                       GP(       ) 4 1
 KU4997  NAD 83(1996)-  40 40 11.99700(N)    073 30 54.70365(W) AD(       ) 1
 KU4997  NAD 83(1992)-  40 40 11.99689(N)    073 30 54.70346(W) AD(       ) 1
 KU4997  NAD 83(1986)-  40 40 11.99735(N)    073 30 54.70420(W) AD(       ) 1
 KU4997  NGVD 29 (03/24/92)    3.8    (m)           12.     (f) GPS OBS        
 KU4997
 KU4997.Superseded values are not recommended for survey control.
 KU4997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4997.See file dsdata.txt to determine how the superseded data were derived.
 KU4997
 KU4997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2549703185(NAD 83)
 KU4997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4997_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4997_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4997_STAMPING: 14E08N
 KU4997_MARK LOGO: NYDPW 
 KU4997_PROJECTION: RECESSED 8 CENTIMETERS
 KU4997_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4997+STABILITY: POSITION/ELEVATION WELL
 KU4997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4997+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4997_ROD/PIPE-DEPTH: 20.6 meters
 KU4997_SLEEVE-DEPTH  : 1.52 meters
 KU4997
 KU4997  HISTORY     - Date     Condition        Report By
 KU4997  HISTORY     - 1989     MONUMENTED       SBAS
 KU4997
 KU4997                          STATION DESCRIPTION
 KU4997
 KU4997'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4997'THE POINT IS LOCATED IN WANTAGH,TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU4997'WEST OF THE FACE OF THE CURB OF THE SOUTHBOUND WANTAGH STATE PARKWAY
 KU4997'AND 117 FEET (35.7 M) SOUTH OF THE CURB BULLNOSE AT THE WESTBOUND
 KU4997'SUNRISE HIGHWAY EXIT,IN THE GRASS AREA ADJACENT TO THE EDGE OF THE
 KU4997'ROAD.
 KU4997'THE LOCATION TIES ARE 41.9 FEET (12.8 M) FROM THE EAST POST OF THE
 KU4997'SIGN READING EXIT W5-E,17.0 FEET FROM THE FACE OF THE CURB OF THE
 KU4997'SOUTHBOUND WANTAGH STATE PARKWAY AND 80.4 FEET (24.5 M) FROM THE FACE
 KU4997'OF THE CURB OF THE ASPHALT WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5014 ***********************************************************************
 KU5014  DESIGNATION -  14E 08N AZ
 KU5014  PID         -  KU5014
 KU5014  STATE/COUNTY-  NY/NASSAU
 KU5014  USGS QUAD   -  FREEPORT (1979)
 KU5014
 KU5014                         *CURRENT SURVEY CONTROL
 KU5014  ___________________________________________________________________
 KU5014* NAD 83(1996)-  40 40 00.68013(N)    073 30 58.37952(W)     ADJUSTED  
 KU5014* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU5014  ___________________________________________________________________
 KU5014  X           -   1,374,671.067 (meters)                     COMP
 KU5014  Y           -  -4,645,639.731 (meters)                     COMP
 KU5014  Z           -   4,134,412.478 (meters)                     COMP
 KU5014  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 KU5014  ELLIP HEIGHT-         -29.38  (meters)          (12/03/02) GPS OBS
 KU5014  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU5014
 KU5014  HORZ ORDER  -  FIRST
 KU5014  ELLP ORDER  -  FOURTH    CLASS II
 KU5014
 KU5014.The horizontal coordinates were established by GPS observations
 KU5014.and adjusted by the National Geodetic Survey in January 1999..
 KU5014
 KU5014.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5014
 KU5014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5014
 KU5014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5014
 KU5014.The ellipsoidal height was determined by GPS observations
 KU5014.and is referenced to NAD 83.
 KU5014
 KU5014.The geoid height was determined by GEOID03.
 KU5014
 KU5014;                    North         East     Units Scale Factor Converg.
 KU5014;SPC NY L     -    55,656.737   340,907.256   MT  0.99999999   +0 18 59.2
 KU5014;SPC NY L     -   182,600.48  1,118,459.89   sFT  0.99999999   +0 18 59.2
 KU5014;UTM  18      - 4,502,834.337   625,416.804   MT  0.99979361   +0 58 01.4
 KU5014
 KU5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5014!SPC NY L     -   1.00000461  x   0.99999999  =   1.00000460
 KU5014!UTM  18      -   1.00000461  x   0.99979361  =   0.99979822
 KU5014
 KU5014|---------------------------------------------------------------------|
 KU5014| PID    Reference Object                     Distance      Geod. Az  |
 KU5014|                                                           dddmmss.s |
 KU5014| KU4997 14E 08N                             359.503 METERS 01353     |
 KU5014|---------------------------------------------------------------------|
 KU5014
 KU5014                          SUPERSEDED SURVEY CONTROL
 KU5014
 KU5014  ELLIP H (01/11/99)  -29.38   (m)                       GP(       ) 4 1
 KU5014  NAD 83(1996)-  40 40 00.68329(N)    073 30 58.37827(W) AD(       ) 1
 KU5014  NAD 83(1992)-  40 40 00.68318(N)    073 30 58.37807(W) AD(       ) 1
 KU5014  NAD 83(1986)-  40 40 00.68375(N)    073 30 58.37883(W) AD(       ) 1
 KU5014  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5014
 KU5014.Superseded values are not recommended for survey control.
 KU5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5014.See file dsdata.txt to determine how the superseded data were derived.
 KU5014
 KU5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2541702834(NAD 83)
 KU5014_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5014_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5014_STAMPING: 14E08NAZ
 KU5014_MARK LOGO: NYDPW 
 KU5014_PROJECTION: RECESSED 8 CENTIMETERS
 KU5014_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5014+STABILITY: POSITION/ELEVATION WELL
 KU5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5014+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5014_ROD/PIPE-DEPTH: 20.6 meters
 KU5014_SLEEVE-DEPTH  : 1.52 meters
 KU5014
 KU5014  HISTORY     - Date     Condition        Report By
 KU5014  HISTORY     - 1989     MONUMENTED       SBAS
 KU5014
 KU5014                          STATION DESCRIPTION
 KU5014
 KU5014'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5014'THE POINT IS LOCATED IN WANTAGH,TOWN OF HEMPSTEAD, 60 FEET (18.3 M)
 KU5014'WEST OF THE FACE OF CURB OF THE SOUTHBOUND WANTAGH STATE PARKWAY AND
 KU5014'500 FEET (152.4 M) NORTH OF THE MERRICK ROAD WESTBOUND EXIT,IN THE
 KU5014'GRASS ADJACENT TO THE ASPHALT WALK.
 KU5014'THE LOCATION TIES ARE 26.6 FEET (8.1 M) FROM THE SOUTH EAST CORNER OF
 KU5014'THE SOUTH HEADWALL,18.3 FEET FROM THE NORTH EAST CORNER OF THE SOUTH
 KU5014'HEADWALL AND 18.2 FEET (5.5 M) FROM THE SOUTH EAST CORNER OF THE
 KU5014'NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4998 ***********************************************************************
 KU4998  DESIGNATION -  14E 09N
 KU4998  PID         -  KU4998
 KU4998  STATE/COUNTY-  NY/NASSAU
 KU4998  USGS QUAD   -  FREEPORT (1979)
 KU4998
 KU4998                         *CURRENT SURVEY CONTROL
 KU4998  ___________________________________________________________________
 KU4998* NAD 83(1996)-  40 41 09.82215(N)    073 30 56.12280(W)     ADJUSTED  
 KU4998* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 KU4998  ___________________________________________________________________
 KU4998  X           -   1,374,328.608 (meters)                     COMP
 KU4998  Y           -  -4,644,295.649 (meters)                     COMP
 KU4998  Z           -   4,136,033.519 (meters)                     COMP
 KU4998  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KU4998  ELLIP HEIGHT-         -23.96  (meters)          (12/03/02) GPS OBS
 KU4998  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4998
 KU4998  HORZ ORDER  -  FIRST
 KU4998  ELLP ORDER  -  FOURTH    CLASS II
 KU4998
 KU4998.The horizontal coordinates were established by GPS observations
 KU4998.and adjusted by the National Geodetic Survey in January 1999..
 KU4998
 KU4998.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4998
 KU4998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4998
 KU4998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4998
 KU4998.The ellipsoidal height was determined by GPS observations
 KU4998.and is referenced to NAD 83.
 KU4998
 KU4998.The geoid height was determined by GEOID03.
 KU4998
 KU4998;                    North         East     Units Scale Factor Converg.
 KU4998;SPC NY L     -    57,789.791   340,948.467   MT  0.99999898   +0 19 00.6
 KU4998;SPC NY L     -   189,598.67  1,118,595.10   sFT  0.99999898   +0 19 00.6
 KU4998;UTM  18      - 4,504,967.282   625,433.781   MT  0.99979366   +0 58 04.2
 KU4998
 KU4998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4998!SPC NY L     -   1.00000376  x   0.99999898  =   1.00000274
 KU4998!UTM  18      -   1.00000376  x   0.99979366  =   0.99979742
 KU4998
 KU4998:                Primary Azimuth Mark                     Grid Az
 KU4998:SPC NY L     -  14E 08N                                  178 36 49.1
 KU4998:UTM  18      -  14E 08N                                  177 57 45.5
 KU4998
 KU4998|---------------------------------------------------------------------|
 KU4998| PID    Reference Object                     Distance      Geod. Az  |
 KU4998|                                                           dddmmss.s |
 KU4998| KU4997 14E 08N                             APPROX. 1.8 KM 1785549.7 |
 KU4998| KU5015 14E 09N AZ                          224.894 METERS 19753     |
 KU4998|---------------------------------------------------------------------|
 KU4998
 KU4998                          SUPERSEDED SURVEY CONTROL
 KU4998
 KU4998  ELLIP H (01/11/99)  -23.96   (m)                       GP(       ) 4 1
 KU4998  NAD 83(1996)-  40 41 09.82527(N)    073 30 56.12156(W) AD(       ) 1
 KU4998  NAD 83(1992)-  40 41 09.82515(N)    073 30 56.12132(W) AD(       ) 1
 KU4998  NAD 83(1986)-  40 41 09.82572(N)    073 30 56.12225(W) AD(       ) 1
 KU4998  NGVD 29 (03/24/92)    7.8    (m)           26.     (f) GPS OBS        
 KU4998
 KU4998.Superseded values are not recommended for survey control.
 KU4998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4998.See file dsdata.txt to determine how the superseded data were derived.
 KU4998
 KU4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2543404967(NAD 83)
 KU4998_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4998_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4998_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4998_STAMPING: 14E09N
 KU4998_MARK LOGO: NYDPW 
 KU4998_PROJECTION: RECESSED 8 CENTIMETERS
 KU4998_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4998+STABILITY: POSITION/ELEVATION WELL
 KU4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4998+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU4998_ROD/PIPE-DEPTH: 20.6 meters
 KU4998_SLEEVE-DEPTH  : 1.52 meters
 KU4998
 KU4998  HISTORY     - Date     Condition        Report By
 KU4998  HISTORY     - 1990     MONUMENTED       SBAS
 KU4998  HISTORY     - 19910426 GOOD
 KU4998
 KU4998                          STATION DESCRIPTION
 KU4998
 KU4998'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU4998'THE POINT IS LOCATED IN WANTAGH, TOWN OF HEMPSTEAD,ON THE GROUNDS OF
 KU4998'THE FOREST LAKE SCHOOL,361 FEET SOUTH OF THE CENTERLINE OF BIRCH
 KU4998'DRIVE AND 76 FEET (23.2 M) EAST OF THE CENTERLINE OF BELTAGH
 KU4998'AVENUE,IN THE GRASS NEAR THE ATHLETIC FIELD FENCE.
 KU4998'THE LOCATION TIES ARE 97.1 FEET (29.6 M) FROM THE CENTER OF THE LIGHT
 KU4998'POLE, 80.8 FEET (24.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU4998'16.8 FEET (5.1 M) FROM THE CORNER OF THE CHAIN LINK FENCE.
 KU4998
 KU4998                          STATION RECOVERY (1991)
 KU4998
 KU4998'RECOVERED 1991
 KU4998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5015 ***********************************************************************
 KU5015  DESIGNATION -  14E 09N AZ
 KU5015  PID         -  KU5015
 KU5015  STATE/COUNTY-  NY/NASSAU
 KU5015  USGS QUAD   -  FREEPORT (1979)
 KU5015
 KU5015                         *CURRENT SURVEY CONTROL
 KU5015  ___________________________________________________________________
 KU5015* NAD 83(1996)-  40 41 02.88357(N)    073 30 59.06333(W)     ADJUSTED  
 KU5015* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 KU5015  ___________________________________________________________________
 KU5015  X           -   1,374,301.932 (meters)                     COMP
 KU5015  Y           -  -4,644,448.845 (meters)                     COMP
 KU5015  Z           -   4,135,871.049 (meters)                     COMP
 KU5015  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KU5015  ELLIP HEIGHT-         -24.22  (meters)          (12/03/02) GPS OBS
 KU5015  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU5015
 KU5015  HORZ ORDER  -  FIRST
 KU5015  ELLP ORDER  -  FOURTH    CLASS II
 KU5015
 KU5015.The horizontal coordinates were established by GPS observations
 KU5015.and adjusted by the National Geodetic Survey in January 1999..
 KU5015
 KU5015.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5015
 KU5015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5015
 KU5015.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5015
 KU5015.The ellipsoidal height was determined by GPS observations
 KU5015.and is referenced to NAD 83.
 KU5015
 KU5015.The geoid height was determined by GEOID03.
 KU5015
 KU5015;                    North         East     Units Scale Factor Converg.
 KU5015;SPC NY L     -    57,575.381   340,880.602   MT  0.99999908   +0 18 58.7
 KU5015;SPC NY L     -   188,895.23  1,118,372.44   sFT  0.99999908   +0 18 58.7
 KU5015;UTM  18      - 4,504,752.159   625,368.370   MT  0.99979346   +0 58 02.1
 KU5015
 KU5015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5015!SPC NY L     -   1.00000380  x   0.99999908  =   1.00000288
 KU5015!UTM  18      -   1.00000380  x   0.99979346  =   0.99979726
 KU5015
 KU5015|---------------------------------------------------------------------|
 KU5015| PID    Reference Object                     Distance      Geod. Az  |
 KU5015|                                                           dddmmss.s |
 KU5015| KU4998 14E 09N                             224.894 METERS 01753     |
 KU5015|---------------------------------------------------------------------|
 KU5015
 KU5015                          SUPERSEDED SURVEY CONTROL
 KU5015
 KU5015  ELLIP H (01/11/99)  -24.21   (m)                       GP(       ) 4 1
 KU5015  NAD 83(1996)-  40 41 02.88669(N)    073 30 59.06208(W) AD(       ) 1
 KU5015  NAD 83(1992)-  40 41 02.88656(N)    073 30 59.06185(W) AD(       ) 1
 KU5015  NAD 83(1986)-  40 41 02.88716(N)    073 30 59.06276(W) AD(       ) 1
 KU5015  NGVD 29 (03/24/92)    7.5    (m)           25.     (f) GPS OBS        
 KU5015
 KU5015.Superseded values are not recommended for survey control.
 KU5015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5015.See file dsdata.txt to determine how the superseded data were derived.
 KU5015
 KU5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2536804752(NAD 83)
 KU5015_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5015_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5015_STAMPING: 14E09NAZ
 KU5015_MARK LOGO: NYDPW 
 KU5015_PROJECTION: RECESSED 8 CENTIMETERS
 KU5015_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5015+STABILITY: POSITION/ELEVATION WELL
 KU5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5015+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU5015_ROD/PIPE-DEPTH: 20.6 meters
 KU5015_SLEEVE-DEPTH  : 1.52 meters
 KU5015
 KU5015  HISTORY     - Date     Condition        Report By
 KU5015  HISTORY     - 1990     MONUMENTED       SBAS
 KU5015  HISTORY     - 19910426 GOOD
 KU5015
 KU5015                          STATION DESCRIPTION
 KU5015
 KU5015'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5015'THE POINT IS LOCATED IN WANTAGH, TOWN OF HEMPSTEAD, 132 FEET (40.2 M)
 KU5015'NORTH EAST OF THE CENTERLINE OF BLUE SPRUCE LANE AND 30 FEET (9.1 M)
 KU5015'SOUTH EAST OF THE CENTERLINE OF BELTAGH AVENUE,IN THE ASPHALT WALK.
 KU5015'THE LOCATION TIES ARE 73.5 FEET (22.4 M) FROM THE CENTER OF THE LIGHT
 KU5015'POLE, 28.2 FEET (8.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5015'101.4 FEET (30.9 M) FROM THE CENTER OF THE HYDRANT.
 KU5015
 KU5015                          STATION RECOVERY (1991)
 KU5015
 KU5015'RECOVERED 1991
 KU5015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4999 ***********************************************************************
 KU4999  DESIGNATION -  14E 10N
 KU4999  PID         -  KU4999
 KU4999  STATE/COUNTY-  NY/NASSAU
 KU4999  USGS QUAD   -  FREEPORT (1979)
 KU4999
 KU4999                         *CURRENT SURVEY CONTROL
 KU4999  ___________________________________________________________________
 KU4999* NAD 83(1996)-  40 41 58.05111(N)    073 30 42.17193(W)     ADJUSTED  
 KU4999* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 KU4999  ___________________________________________________________________
 KU4999  X           -   1,374,369.136 (meters)                     COMP
 KU4999  Y           -  -4,643,278.370 (meters)                     COMP
 KU4999  Z           -   4,137,166.700 (meters)                     COMP
 KU4999  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KU4999  ELLIP HEIGHT-         -16.01  (meters)          (12/03/02) GPS OBS
 KU4999  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4999
 KU4999  HORZ ORDER  -  FIRST
 KU4999  ELLP ORDER  -  FOURTH    CLASS II
 KU4999
 KU4999.The horizontal coordinates were established by GPS observations
 KU4999.and adjusted by the National Geodetic Survey in January 1999..
 KU4999
 KU4999.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4999
 KU4999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4999
 KU4999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4999
 KU4999.The ellipsoidal height was determined by GPS observations
 KU4999.and is referenced to NAD 83.
 KU4999
 KU4999.The geoid height was determined by GEOID03.
 KU4999
 KU4999;                    North         East     Units Scale Factor Converg.
 KU4999;SPC NY L     -    59,279.287   341,267.755   MT  0.99999834   +0 19 09.8
 KU4999;SPC NY L     -   194,485.46  1,119,642.63   sFT  0.99999834   +0 19 09.8
 KU4999;UTM  18      - 4,506,460.005   625,736.060   MT  0.99979459   +0 58 14.2
 KU4999
 KU4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4999!SPC NY L     -   1.00000251  x   0.99999834  =   1.00000085
 KU4999!UTM  18      -   1.00000251  x   0.99979459  =   0.99979710
 KU4999
 KU4999:                Primary Azimuth Mark                     Grid Az
 KU4999:SPC NY L     -  14E 11N                                  349 57 18.7
 KU4999:UTM  18      -  14E 11N                                  349 18 14.3
 KU4999
 KU4999|---------------------------------------------------------------------|
 KU4999| PID    Reference Object                     Distance      Geod. Az  |
 KU4999|                                                           dddmmss.s |
 KU4999| KU5000 14E 11N                             APPROX. 1.7 KM 3501628.5 |
 KU4999|---------------------------------------------------------------------|
 KU4999
 KU4999                          SUPERSEDED SURVEY CONTROL
 KU4999
 KU4999  ELLIP H (01/11/99)  -16.00   (m)                       GP(       ) 4 1
 KU4999  NAD 83(1996)-  40 41 58.05419(N)    073 30 42.17068(W) AD(       ) 1
 KU4999  NAD 83(1992)-  40 41 58.05402(N)    073 30 42.17040(W) AD(       ) 1
 KU4999  NAD 83(1986)-  40 41 58.05481(N)    073 30 42.17147(W) AD(       ) 1
 KU4999  NGVD 29 (03/24/92)   15.7    (m)           52.     (f) GPS OBS        
 KU4999
 KU4999.Superseded values are not recommended for survey control.
 KU4999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4999.See file dsdata.txt to determine how the superseded data were derived.
 KU4999
 KU4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2573606460(NAD 83)
 KU4999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU4999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4999_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4999_STAMPING: 14E10N
 KU4999_MARK LOGO: NYDPW 
 KU4999_PROJECTION: RECESSED 8 CENTIMETERS
 KU4999_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4999+STABILITY: POSITION/ELEVATION WELL
 KU4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4999+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4999_ROD/PIPE-DEPTH: 19.1 meters
 KU4999_SLEEVE-DEPTH  : 1.52 meters
 KU4999
 KU4999  HISTORY     - Date     Condition        Report By
 KU4999  HISTORY     - 1989     MONUMENTED       SBAS
 KU4999
 KU4999                          STATION DESCRIPTION
 KU4999
 KU4999'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4999'THE POINT IS LOCATED IN WANTAGH,TOWN OF HEMPSTEAD,IN THE PARK,57 FEET
 KU4999'SOUTH OF THE CENTERLINE OF WILLOWOOD DRIVE AND 225 FEET (68.6 M) EAST
 KU4999'OF THE CENTERLINE OF WISHBONE LANE,IN THE GRASS.
 KU4999'THE LOCATION TIES ARE 98.0 FEET (29.9 M) FROM THE NORTH EAST CORNER OF
 KU4999'THE POST AND RAIL FENCE,57.1 FEET FROM THE SEWER MANHOLE AND 68.7
 KU4999'FEET (20.9 M) FROM THE DRAIN MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5016 ***********************************************************************
 KU5016  DESIGNATION -  14E 10N AZ
 KU5016  PID         -  KU5016
 KU5016  STATE/COUNTY-  NY/NASSAU
 KU5016  USGS QUAD   -  FREEPORT (1979)
 KU5016
 KU5016                         *CURRENT SURVEY CONTROL
 KU5016  ___________________________________________________________________
 KU5016* NAD 83(1996)-  40 42 02.30912(N)    073 30 39.83552(W)     ADJUSTED  
 KU5016* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 KU5016  ___________________________________________________________________
 KU5016  X           -   1,374,396.784 (meters)                     COMP
 KU5016  Y           -  -4,643,178.522 (meters)                     COMP
 KU5016  Z           -   4,137,264.347 (meters)                     COMP
 KU5016  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KU5016  ELLIP HEIGHT-         -18.97  (meters)          (12/03/02) GPS OBS
 KU5016  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU5016
 KU5016  HORZ ORDER  -  FIRST
 KU5016  ELLP ORDER  -  FOURTH    CLASS II
 KU5016
 KU5016.The horizontal coordinates were established by GPS observations
 KU5016.and adjusted by the National Geodetic Survey in January 1999..
 KU5016
 KU5016.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5016
 KU5016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5016
 KU5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5016
 KU5016.The ellipsoidal height was determined by GPS observations
 KU5016.and is referenced to NAD 83.
 KU5016
 KU5016.The geoid height was determined by GEOID03.
 KU5016
 KU5016;                    North         East     Units Scale Factor Converg.
 KU5016;SPC NY L     -    59,410.936   341,321.872   MT  0.99999829   +0 19 11.3
 KU5016;SPC NY L     -   194,917.38  1,119,820.18   sFT  0.99999829   +0 19 11.3
 KU5016;UTM  18      - 4,506,592.234   625,788.667   MT  0.99979476   +0 58 15.9
 KU5016
 KU5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5016!SPC NY L     -   1.00000298  x   0.99999829  =   1.00000127
 KU5016!UTM  18      -   1.00000298  x   0.99979476  =   0.99979774
 KU5016
 KU5016|---------------------------------------------------------------------|
 KU5016| PID    Reference Object                     Distance      Geod. Az  |
 KU5016|                                                           dddmmss.s |
 KU5016| KU4999 14E 10N                             142.339 METERS 20240     |
 KU5016|---------------------------------------------------------------------|
 KU5016
 KU5016                          SUPERSEDED SURVEY CONTROL
 KU5016
 KU5016  ELLIP H (01/11/99)  -18.97   (m)                       GP(       ) 4 1
 KU5016  NAD 83(1996)-  40 42 02.31221(N)    073 30 39.83427(W) AD(       ) 1
 KU5016  NAD 83(1992)-  40 42 02.31204(N)    073 30 39.83400(W) AD(       ) 1
 KU5016  NAD 83(1986)-  40 42 02.31283(N)    073 30 39.83505(W) AD(       ) 1
 KU5016  NGVD 29 (03/24/92)   12.7    (m)           42.     (f) GPS OBS        
 KU5016
 KU5016.Superseded values are not recommended for survey control.
 KU5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5016.See file dsdata.txt to determine how the superseded data were derived.
 KU5016
 KU5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2578906592(NAD 83)
 KU5016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5016_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5016_STAMPING: 14E10NAZ
 KU5016_MARK LOGO: NYDPW 
 KU5016_PROJECTION: RECESSED 8 CENTIMETERS
 KU5016_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5016+STABILITY: POSITION/ELEVATION WELL
 KU5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5016+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5016_ROD/PIPE-DEPTH: 20.6 meters
 KU5016_SLEEVE-DEPTH  : 1.52 meters
 KU5016
 KU5016  HISTORY     - Date     Condition        Report By
 KU5016  HISTORY     - 1989     MONUMENTED       SBAS
 KU5016
 KU5016                          STATION DESCRIPTION
 KU5016
 KU5016'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5016'THE POINT IS LOCATED IN WANTAGH, TOWN OF HEMPSTEAD,IN THE PARK,96 FEET
 KU5016'SOUTH OF THE CENTERLINE OF SAND HILL ROAD AND 214 FEET (65.2 M) EAST
 KU5016'OF THE CENTERLINE OF WILLOWOOD ROAD,IN THE DIRT PARKING AREA BY THE
 KU5016'SWING SETS.
 KU5016'THE LOCATION TIES ARE 40.7 FEET (12.4 M) FROM THE BEND POINT IN THE
 KU5016'CHAIN LINK FENCE, 119.0 FEET (36.3 M) FROM THE NORTHERN MOST GUIDE
 KU5016'RAIL POST AND 82.9 FEET (25.3 M) FROM THE NORTHERLY POST OF THE FENCE
 KU5016'OPENING BY THE SWING SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5000 ***********************************************************************
 KU5000  DESIGNATION -  14E 11N
 KU5000  PID         -  KU5000
 KU5000  STATE/COUNTY-  NY/NASSAU
 KU5000  USGS QUAD   -  FREEPORT (1979)
 KU5000
 KU5000                         *CURRENT SURVEY CONTROL
 KU5000  ___________________________________________________________________
 KU5000* NAD 83(1996)-  40 42 53.02483(N)    073 30 54.55453(W)     ADJUSTED  
 KU5000* NAVD 88     -        20.7    (meters)      68.     (feet)  VERTCON   
 KU5000  ___________________________________________________________________
 KU5000  X           -   1,373,777.729 (meters)                     COMP
 KU5000  Y           -  -4,642,304.331 (meters)                     COMP
 KU5000  Z           -   4,138,455.729 (meters)                     COMP
 KU5000  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KU5000  ELLIP HEIGHT-         -10.56  (meters)          (12/03/02) GPS OBS
 KU5000  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU5000
 KU5000  HORZ ORDER  -  FIRST
 KU5000  ELLP ORDER  -  FOURTH    CLASS II
 KU5000
 KU5000.The horizontal coordinates were established by GPS observations
 KU5000.and adjusted by the National Geodetic Survey in January 1999..
 KU5000
 KU5000.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5000
 KU5000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5000
 KU5000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5000
 KU5000.The ellipsoidal height was determined by GPS observations
 KU5000.and is referenced to NAD 83.
 KU5000
 KU5000.The geoid height was determined by GEOID03.
 KU5000
 KU5000;                    North         East     Units Scale Factor Converg.
 KU5000;SPC NY L     -    60,973.403   340,967.671   MT  0.99999768   +0 19 01.7
 KU5000;SPC NY L     -   200,043.57  1,118,658.10   sFT  0.99999768   +0 19 01.7
 KU5000;UTM  18      - 4,508,150.255   625,416.801   MT  0.99979361   +0 58 07.3
 KU5000
 KU5000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5000!SPC NY L     -   1.00000166  x   0.99999768  =   0.99999934
 KU5000!UTM  18      -   1.00000166  x   0.99979361  =   0.99979527
 KU5000
 KU5000:                Primary Azimuth Mark                     Grid Az
 KU5000:SPC NY L     -  14E 11N AZ                               164 52 26.6
 KU5000:UTM  18      -  14E 11N AZ                               164 13 21.0
 KU5000
 KU5000|---------------------------------------------------------------------|
 KU5000| PID    Reference Object                     Distance      Geod. Az  |
 KU5000|                                                           dddmmss.s |
 KU5000| KU5017 14E 11N AZ                          APPROX. 0.5 KM 1651128.3 |
 KU5000|---------------------------------------------------------------------|
 KU5000
 KU5000                          SUPERSEDED SURVEY CONTROL
 KU5000
 KU5000  ELLIP H (01/11/99)  -10.56   (m)                       GP(       ) 4 1
 KU5000  NAD 83(1996)-  40 42 53.02792(N)    073 30 54.55331(W) AD(       ) 1
 KU5000  NAD 83(1992)-  40 42 53.02776(N)    073 30 54.55304(W) AD(       ) 1
 KU5000  NAD 83(1986)-  40 42 53.02855(N)    073 30 54.55411(W) AD(       ) 1
 KU5000  NGVD 29 (03/24/92)   21.1    (m)           69.     (f) GPS OBS        
 KU5000
 KU5000.Superseded values are not recommended for survey control.
 KU5000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5000.See file dsdata.txt to determine how the superseded data were derived.
 KU5000
 KU5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2541708150(NAD 83)
 KU5000_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5000_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5000_STAMPING: 14E11N
 KU5000_MARK LOGO: NYDPW 
 KU5000_PROJECTION: RECESSED 8 CENTIMETERS
 KU5000_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5000+STABILITY: POSITION/ELEVATION WELL
 KU5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5000+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU5000_ROD/PIPE-DEPTH: 20.6 meters
 KU5000_SLEEVE-DEPTH  : 1.52 meters
 KU5000
 KU5000  HISTORY     - Date     Condition        Report By
 KU5000  HISTORY     - 1990     MONUMENTED       SBAS
 KU5000
 KU5000                          STATION DESCRIPTION
 KU5000
 KU5000'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5000'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU5000'SOUTH OF THE CENTERLINE OF GLADE LANE AND 22 FEET (6.7 M) EAST OF THE
 KU5000'CENTERLINE OF CORD LANE,IN THE CONCRETE SIDEWALK.
 KU5000'THE LOCATION TIES ARE 19.2 FEET (5.9 M) FROM THE WESTERLY SEWER
 KU5000'MANHOLE, 17.9 FEET (5.5 M) FROM THE NORTHERLY SEWER MANHOLE AND 10.5
 KU5000'FEET (3.2 M) FROM THE SOUTHERLY DRAIN MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5017 ***********************************************************************
 KU5017  DESIGNATION -  14E 11N AZ
 KU5017  PID         -  KU5017
 KU5017  STATE/COUNTY-  NY/NASSAU
 KU5017  USGS QUAD   -  FREEPORT (1979)
 KU5017
 KU5017                         *CURRENT SURVEY CONTROL
 KU5017  ___________________________________________________________________
 KU5017* NAD 83(1996)-  40 42 35.90466(N)    073 30 48.60655(W)     ADJUSTED  
 KU5017* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 KU5017  ___________________________________________________________________
 KU5017  X           -   1,374,008.947 (meters)                     COMP
 KU5017  Y           -  -4,642,593.646 (meters)                     COMP
 KU5017  Z           -   4,138,054.205 (meters)                     COMP
 KU5017  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU5017  ELLIP HEIGHT-         -12.44  (meters)          (12/03/02) GPS OBS
 KU5017  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU5017
 KU5017  HORZ ORDER  -  FIRST
 KU5017  ELLP ORDER  -  FOURTH    CLASS II
 KU5017
 KU5017.The horizontal coordinates were established by GPS observations
 KU5017.and adjusted by the National Geodetic Survey in January 1999..
 KU5017
 KU5017.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5017
 KU5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5017
 KU5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5017
 KU5017.The ellipsoidal height was determined by GPS observations
 KU5017.and is referenced to NAD 83.
 KU5017
 KU5017.The geoid height was determined by GEOID03.
 KU5017
 KU5017;                    North         East     Units Scale Factor Converg.
 KU5017;SPC NY L     -    60,446.084   341,110.209   MT  0.99999788   +0 19 05.6
 KU5017;SPC NY L     -   198,313.53  1,119,125.74   sFT  0.99999788   +0 19 05.6
 KU5017;UTM  18      - 4,507,624.698   625,565.295   MT  0.99979407   +0 58 10.8
 KU5017
 KU5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5017!SPC NY L     -   1.00000195  x   0.99999788  =   0.99999983
 KU5017!UTM  18      -   1.00000195  x   0.99979407  =   0.99979602
 KU5017
 KU5017:                Primary Azimuth Mark                     Grid Az
 KU5017:SPC NY L     -  14E 11N                                  344 52 26.6
 KU5017:UTM  18      -  14E 11N                                  344 13 21.4
 KU5017
 KU5017|---------------------------------------------------------------------|
 KU5017| PID    Reference Object                     Distance      Geod. Az  |
 KU5017|                                                           dddmmss.s |
 KU5017| KU5000 14E 11N                             APPROX. 0.5 KM 3451132.2 |
 KU5017|---------------------------------------------------------------------|
 KU5017
 KU5017                          SUPERSEDED SURVEY CONTROL
 KU5017
 KU5017  ELLIP H (01/11/99)  -12.43   (m)                       GP(       ) 4 1
 KU5017  NAD 83(1996)-  40 42 35.90774(N)    073 30 48.60535(W) AD(       ) 1
 KU5017  NAD 83(1992)-  40 42 35.90758(N)    073 30 48.60508(W) AD(       ) 1
 KU5017  NAD 83(1986)-  40 42 35.90835(N)    073 30 48.60608(W) AD(       ) 1
 KU5017  NGVD 29 (03/24/92)   19.2    (m)           63.     (f) GPS OBS        
 KU5017
 KU5017.Superseded values are not recommended for survey control.
 KU5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5017.See file dsdata.txt to determine how the superseded data were derived.
 KU5017
 KU5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2556507625(NAD 83)
 KU5017_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5017_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5017_STAMPING: 14E11NAZ
 KU5017_MARK LOGO: NYDPW 
 KU5017_PROJECTION: RECESSED 8 CENTIMETERS
 KU5017_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5017+STABILITY: POSITION/ELEVATION WELL
 KU5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5017+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU5017_ROD/PIPE-DEPTH: 18.8 meters
 KU5017_SLEEVE-DEPTH  : 1.52 meters
 KU5017
 KU5017  HISTORY     - Date     Condition        Report By
 KU5017  HISTORY     - 1990     MONUMENTED       SBAS
 KU5017
 KU5017                          STATION DESCRIPTION
 KU5017
 KU5017'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5017'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU5017'SOUTH OF THE CENTERLINE OF HARBOR LANE AND 23 FEET (7.0 M) EAST OF THE
 KU5017'CENTERLINE OF CORD LANE,IN THE CONCRETE SIDEWALK.
 KU5017'THE LOCATION TIES ARE 32.1 FEET (9.8 M) FROM THE CENTER OF THE SEWER
 KU5017'MANHOLE, 32.1 FEET (9.8 M) FROM THE CORNER OF THE CHAIN LINK FENCE
 KU5017'AND 7.7 FEET (2.3 M) FROM THE SOUTH WEST CORNER OF THE APRON OF HOUSE
 KU5017'NUMBER 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5001 ***********************************************************************
 KU5001  DESIGNATION -  14E 12N
 KU5001  PID         -  KU5001
 KU5001  STATE/COUNTY-  NY/NASSAU
 KU5001  USGS QUAD   -  FREEPORT (1979)
 KU5001
 KU5001                         *CURRENT SURVEY CONTROL
 KU5001  ___________________________________________________________________
 KU5001* NAD 83(1996)-  40 43 37.58808(N)    073 30 59.01511(W)     ADJUSTED  
 KU5001* NAVD 88     -        26.4    (meters)      87.     (feet)  VERTCON   
 KU5001  ___________________________________________________________________
 KU5001  X           -   1,373,424.108 (meters)                     COMP
 KU5001  Y           -  -4,641,478.255 (meters)                     COMP
 KU5001  Z           -   4,139,501.269 (meters)                     COMP
 KU5001  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 KU5001  ELLIP HEIGHT-          -4.87  (meters)          (12/03/02) GPS OBS
 KU5001  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5001
 KU5001  HORZ ORDER  -  FIRST
 KU5001  ELLP ORDER  -  FOURTH    CLASS II
 KU5001
 KU5001.The horizontal coordinates were established by GPS observations
 KU5001.and adjusted by the National Geodetic Survey in January 1999..
 KU5001
 KU5001.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5001
 KU5001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5001
 KU5001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5001
 KU5001.The ellipsoidal height was determined by GPS observations
 KU5001.and is referenced to NAD 83.
 KU5001
 KU5001.The geoid height was determined by GEOID03.
 KU5001
 KU5001;                    North         East     Units Scale Factor Converg.
 KU5001;SPC NY L     -    62,347.434   340,855.388   MT  0.99999719   +0 18 58.7
 KU5001;SPC NY L     -   204,551.54  1,118,289.72   sFT  0.99999719   +0 18 58.7
 KU5001;UTM  18      - 4,509,522.640   625,288.924   MT  0.99979321   +0 58 05.2
 KU5001
 KU5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5001!SPC NY L     -   1.00000076  x   0.99999719  =   0.99999795
 KU5001!UTM  18      -   1.00000076  x   0.99979321  =   0.99979397
 KU5001
 KU5001|---------------------------------------------------------------------|
 KU5001| PID    Reference Object                     Distance      Geod. Az  |
 KU5001|                                                           dddmmss.s |
 KU5001| KU5018 14E 12N AZ                          155.493 METERS 25936     |
 KU5001|---------------------------------------------------------------------|
 KU5001
 KU5001                          SUPERSEDED SURVEY CONTROL
 KU5001
 KU5001  ELLIP H (01/11/99)   -4.87   (m)                       GP(       ) 4 1
 KU5001  NAD 83(1996)-  40 43 37.59116(N)    073 30 59.01393(W) AD(       ) 1
 KU5001  NAD 83(1992)-  40 43 37.59101(N)    073 30 59.01365(W) AD(       ) 1
 KU5001  NAD 83(1986)-  40 43 37.59175(N)    073 30 59.01476(W) AD(       ) 1
 KU5001  NGVD 29 (03/24/92)   26.7    (m)           88.     (f) GPS OBS        
 KU5001
 KU5001.Superseded values are not recommended for survey control.
 KU5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5001.See file dsdata.txt to determine how the superseded data were derived.
 KU5001
 KU5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2528909523(NAD 83)
 KU5001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5001_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5001_STAMPING: 14E12N
 KU5001_MARK LOGO: NYDPW 
 KU5001_PROJECTION: RECESSED 8 CENTIMETERS
 KU5001_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5001+STABILITY: POSITION/ELEVATION WELL
 KU5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5001+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5001_ROD/PIPE-DEPTH: 20.6 meters
 KU5001_SLEEVE-DEPTH  : 1.52 meters
 KU5001
 KU5001  HISTORY     - Date     Condition        Report By
 KU5001  HISTORY     - 1989     MONUMENTED       SBAS
 KU5001
 KU5001                          STATION DESCRIPTION
 KU5001
 KU5001'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5001'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, 498 FEET
 KU5001'(151.8 M) EAST OF THE CENTERLINE OF POST LANE AND 22 FEET (6.7 M)
 KU5001'SOUTH OF THE CENTERLINE OF SQUIRREL LANE,IN THE CONCRETE SIDEWALK.
 KU5001'THE LOCATION TIES ARE 51.0 FEET (15.5 M) FROM THE NORTH EAST CORNER OF
 KU5001'THE GARAGE OF HOUSE NUMBER 84, 27.1 FEET (8.3 M) FROM THE CENTER OF
 KU5001'THE SEWER MANHOLE AND 67.8 FEET (20.7 M) FROM THE LIGHT POLE ON THE
 KU5001'SOUTH SIDE OF SQUIRREL LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5018 ***********************************************************************
 KU5018  DESIGNATION -  14E 12N AZ
 KU5018  PID         -  KU5018
 KU5018  STATE/COUNTY-  NY/NASSAU
 KU5018  USGS QUAD   -  FREEPORT (1979)
 KU5018
 KU5018                         *CURRENT SURVEY CONTROL
 KU5018  ___________________________________________________________________
 KU5018* NAD 83(1996)-  40 43 36.67737(N)    073 31 05.53207(W)     ADJUSTED  
 KU5018* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 KU5018  ___________________________________________________________________
 KU5018  X           -   1,373,282.711 (meters)                     COMP
 KU5018  Y           -  -4,641,539.396 (meters)                     COMP
 KU5018  Z           -   4,139,480.137 (meters)                     COMP
 KU5018  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 KU5018  ELLIP HEIGHT-          -4.63  (meters)          (12/03/02) GPS OBS
 KU5018  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5018
 KU5018  HORZ ORDER  -  FIRST
 KU5018  ELLP ORDER  -  FOURTH    CLASS II
 KU5018
 KU5018.The horizontal coordinates were established by GPS observations
 KU5018.and adjusted by the National Geodetic Survey in January 1999..
 KU5018
 KU5018.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5018
 KU5018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5018
 KU5018.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5018
 KU5018.The ellipsoidal height was determined by GPS observations
 KU5018.and is referenced to NAD 83.
 KU5018
 KU5018.The geoid height was determined by GEOID03.
 KU5018
 KU5018;                    North         East     Units Scale Factor Converg.
 KU5018;SPC NY L     -    62,318.499   340,702.612   MT  0.99999720   +0 18 54.5
 KU5018;SPC NY L     -   204,456.61  1,117,788.49   sFT  0.99999720   +0 18 54.5
 KU5018;UTM  18      - 4,509,491.975   625,136.518   MT  0.99979274   +0 58 00.9
 KU5018
 KU5018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5018!SPC NY L     -   1.00000073  x   0.99999720  =   0.99999793
 KU5018!UTM  18      -   1.00000073  x   0.99979274  =   0.99979347
 KU5018
 KU5018|---------------------------------------------------------------------|
 KU5018| PID    Reference Object                     Distance      Geod. Az  |
 KU5018|                                                           dddmmss.s |
 KU5018| KU5001 14E 12N                             155.493 METERS 07935     |
 KU5018|---------------------------------------------------------------------|
 KU5018
 KU5018                          SUPERSEDED SURVEY CONTROL
 KU5018
 KU5018  ELLIP H (01/11/99)   -4.62   (m)                       GP(       ) 4 1
 KU5018  NAD 83(1996)-  40 43 36.68037(N)    073 31 05.53096(W) AD(       ) 1
 KU5018  NAD 83(1992)-  40 43 36.68022(N)    073 31 05.53068(W) AD(       ) 1
 KU5018  NAD 83(1986)-  40 43 36.68091(N)    073 31 05.53181(W) AD(       ) 1
 KU5018  NGVD 29 (03/24/92)   27.0    (m)           89.     (f) GPS OBS        
 KU5018
 KU5018.Superseded values are not recommended for survey control.
 KU5018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5018.See file dsdata.txt to determine how the superseded data were derived.
 KU5018
 KU5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2513709492(NAD 83)
 KU5018_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5018_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5018_STAMPING: 14E12NAZ
 KU5018_MARK LOGO: NYDPW 
 KU5018_PROJECTION: RECESSED 8 CENTIMETERS
 KU5018_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5018+STABILITY: POSITION/ELEVATION WELL
 KU5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5018+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5018_ROD/PIPE-DEPTH: 20.6 meters
 KU5018_SLEEVE-DEPTH  : 1.52 meters
 KU5018
 KU5018  HISTORY     - Date     Condition        Report By
 KU5018  HISTORY     - 1989     MONUMENTED       SBAS
 KU5018
 KU5018                          STATION DESCRIPTION
 KU5018
 KU5018'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5018'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, 9 FEET (2.7 M)
 KU5018'WEST OF THE CENTERLINE OF POST LANE AND 15 FEET (4.6 M) SOUTH OF THE
 KU5018'CENTERLINE OF SQUIRREL LANE,IN THE PAVED ROADWAY.
 KU5018'THE LOCATION TIES ARE 19.5 FEET (5.9 M) FROM THE CENTER OF THE SEWER
 KU5018'MANHOLE, 28.2 FEET (8.6 M) FROM THE WOOD LIGHT POLE AND 58.6 FEET
 KU5018'(17.9 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5002 ***********************************************************************
 KU5002  DESIGNATION -  14E 13N
 KU5002  PID         -  KU5002
 KU5002  STATE/COUNTY-  NY/NASSAU
 KU5002  USGS QUAD   -  FREEPORT (1979)
 KU5002
 KU5002                         *CURRENT SURVEY CONTROL
 KU5002  ___________________________________________________________________
 KU5002* NAD 83(1996)-  40 44 30.63619(N)    073 30 55.16655(W)     ADJUSTED  
 KU5002* NAVD 88     -        33.2    (meters)     109.     (feet)  VERTCON   
 KU5002  ___________________________________________________________________
 KU5002  X           -   1,373,209.188 (meters)                     COMP
 KU5002  Y           -  -4,640,433.707 (meters)                     COMP
 KU5002  Z           -   4,140,745.710 (meters)                     COMP
 KU5002  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KU5002  ELLIP HEIGHT-           2.02  (meters)          (12/03/02) GPS OBS
 KU5002  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU5002
 KU5002  HORZ ORDER  -  FIRST
 KU5002  ELLP ORDER  -  FOURTH    CLASS II
 KU5002
 KU5002.The horizontal coordinates were established by GPS observations
 KU5002.and adjusted by the National Geodetic Survey in January 1999..
 KU5002
 KU5002.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5002
 KU5002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5002
 KU5002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5002
 KU5002.The ellipsoidal height was determined by GPS observations
 KU5002.and is referenced to NAD 83.
 KU5002
 KU5002.The geoid height was determined by GEOID03.
 KU5002
 KU5002;                    North         East     Units Scale Factor Converg.
 KU5002;SPC NY L     -    63,984.272   340,936.647   MT  0.99999668   +0 19 01.3
 KU5002;SPC NY L     -   209,921.73  1,118,556.32   sFT  0.99999668   +0 19 01.3
 KU5002;UTM  18      - 4,511,159.963   625,351.540   MT  0.99979340   +0 58 08.8
 KU5002
 KU5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5002!SPC NY L     -   0.99999968  x   0.99999668  =   0.99999636
 KU5002!UTM  18      -   0.99999968  x   0.99979340  =   0.99979308
 KU5002
 KU5002:                Primary Azimuth Mark                     Grid Az
 KU5002:SPC NY L     -  14E 12N                                  182 50 31.3
 KU5002:UTM  18      -  14E 12N                                  182 11 23.8
 KU5002
 KU5002|---------------------------------------------------------------------|
 KU5002| PID    Reference Object                     Distance      Geod. Az  |
 KU5002|                                                           dddmmss.s |
 KU5002| KU5001 14E 12N                             APPROX. 1.6 KM 1830932.6 |
 KU5002|---------------------------------------------------------------------|
 KU5002
 KU5002                          SUPERSEDED SURVEY CONTROL
 KU5002
 KU5002  ELLIP H (01/11/99)    2.02   (m)                       GP(       ) 4 1
 KU5002  NAD 83(1996)-  40 44 30.63923(N)    073 30 55.16538(W) AD(       ) 1
 KU5002  NAD 83(1992)-  40 44 30.63907(N)    073 30 55.16510(W) AD(       ) 1
 KU5002  NAD 83(1986)-  40 44 30.63973(N)    073 30 55.16618(W) AD(       ) 1
 KU5002  NGVD 29 (03/24/92)   33.5    (m)          110.     (f) GPS OBS        
 KU5002
 KU5002.Superseded values are not recommended for survey control.
 KU5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5002.See file dsdata.txt to determine how the superseded data were derived.
 KU5002
 KU5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2535211160(NAD 83)
 KU5002_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5002_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5002_STAMPING: 14E13N
 KU5002_MARK LOGO: NYDPW 
 KU5002_PROJECTION: RECESSED 8 CENTIMETERS
 KU5002_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5002+STABILITY: POSITION/ELEVATION WELL
 KU5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5002+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1990
 KU5002_ROD/PIPE-DEPTH: 20.6 meters
 KU5002_SLEEVE-DEPTH  : 1.52 meters
 KU5002
 KU5002  HISTORY     - Date     Condition        Report By
 KU5002  HISTORY     - 1989     MONUMENTED       SBAS
 KU5002  HISTORY     - 19901109 GOOD
 KU5002
 KU5002                          STATION DESCRIPTION
 KU5002
 KU5002'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5002'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, ON THE
 KU5002'CENTERLINE OF JERUSALEM AVENUE AND 243 FEET (74.1 M) NORTH OF THE
 KU5002'CENTERLINE OF PILOT LANE,IN THE GRASS AREA OF THE MEDIAN.
 KU5002'THE LOCATION TIES ARE 43.0 FEET (13.1 M) FROM THE UTILITY POLE NUMBER
 KU5002'42, 50.6 FEET (15.4 M) FROM THE CORNER OF THE CHAIN LINK FENCE AND
 KU5002'47.1 FEET (14.4 M) FROM THE UTILITY POLE ON THE EAST SIDE OF
 KU5002'JERUSALEM AVENUE.
 KU5002
 KU5002                          STATION RECOVERY (1990)
 KU5002
 KU5002'RECOVERED 1990
 KU5002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5019 ***********************************************************************
 KU5019  DESIGNATION -  14E 13N AZ
 KU5019  PID         -  KU5019
 KU5019  STATE/COUNTY-  NY/NASSAU
 KU5019  USGS QUAD   -  FREEPORT (1979)
 KU5019
 KU5019                         *CURRENT SURVEY CONTROL
 KU5019  ___________________________________________________________________
 KU5019* NAD 83(1996)-  40 44 32.34726(N)    073 30 45.35176(W)     ADJUSTED  
 KU5019* NAVD 88     -        33.2    (meters)     109.     (feet)  VERTCON   
 KU5019  ___________________________________________________________________
 KU5019  X           -   1,373,420.212 (meters)                     COMP
 KU5019  Y           -  -4,640,335.306 (meters)                     COMP
 KU5019  Z           -   4,140,785.681 (meters)                     COMP
 KU5019  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU5019  ELLIP HEIGHT-           1.99  (meters)          (12/03/02) GPS OBS
 KU5019  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU5019
 KU5019  HORZ ORDER  -  FIRST
 KU5019  ELLP ORDER  -  FOURTH    CLASS II
 KU5019
 KU5019.The horizontal coordinates were established by GPS observations
 KU5019.and adjusted by the National Geodetic Survey in January 1999..
 KU5019
 KU5019.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5019
 KU5019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5019
 KU5019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5019
 KU5019.The ellipsoidal height was determined by GPS observations
 KU5019.and is referenced to NAD 83.
 KU5019
 KU5019.The geoid height was determined by GEOID03.
 KU5019
 KU5019;                    North         East     Units Scale Factor Converg.
 KU5019;SPC NY L     -    64,038.329   341,166.622   MT  0.99999666   +0 19 07.7
 KU5019;SPC NY L     -   210,099.08  1,119,310.83   sFT  0.99999666   +0 19 07.7
 KU5019;UTM  18      - 4,511,216.623   625,580.838   MT  0.99979411   +0 58 15.2
 KU5019
 KU5019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5019!SPC NY L     -   0.99999969  x   0.99999666  =   0.99999635
 KU5019!UTM  18      -   0.99999969  x   0.99979411  =   0.99979380
 KU5019
 KU5019:                Primary Azimuth Mark                     Grid Az
 KU5019:SPC NY L     -  14E 14N                                  006 18 53.2
 KU5019:UTM  18      -  14E 14N                                  005 39 45.7
 KU5019
 KU5019|---------------------------------------------------------------------|
 KU5019| PID    Reference Object                     Distance      Geod. Az  |
 KU5019|                                                           dddmmss.s |
 KU5019| KU5003 14E 14N                             APPROX. 1.6 KM 0063800.9 |
 KU5019| KU5002 14E 13N                             236.244 METERS 25705     |
 KU5019|---------------------------------------------------------------------|
 KU5019
 KU5019                          SUPERSEDED SURVEY CONTROL
 KU5019
 KU5019  ELLIP H (01/11/99)    1.99   (m)                       GP(       ) 4 1
 KU5019  NAD 83(1996)-  40 44 32.35027(N)    073 30 45.35065(W) AD(       ) 1
 KU5019  NAD 83(1992)-  40 44 32.35011(N)    073 30 45.35036(W) AD(       ) 1
 KU5019  NAD 83(1986)-  40 44 32.35078(N)    073 30 45.35146(W) AD(       ) 1
 KU5019  NGVD 29 (03/24/92)   33.5    (m)          110.     (f) GPS OBS        
 KU5019
 KU5019.Superseded values are not recommended for survey control.
 KU5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5019.See file dsdata.txt to determine how the superseded data were derived.
 KU5019
 KU5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2558111217(NAD 83)
 KU5019_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5019_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5019_STAMPING: 14E13NAZ
 KU5019_MARK LOGO: NYDPW 
 KU5019_PROJECTION: RECESSED 8 CENTIMETERS
 KU5019_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5019+STABILITY: POSITION/ELEVATION WELL
 KU5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5019+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 KU5019_ROD/PIPE-DEPTH: 20.6 meters
 KU5019_SLEEVE-DEPTH  : 1.52 meters
 KU5019
 KU5019  HISTORY     - Date     Condition        Report By
 KU5019  HISTORY     - 1989     MONUMENTED       SBAS
 KU5019  HISTORY     - 19901023 GOOD
 KU5019
 KU5019                          STATION DESCRIPTION
 KU5019
 KU5019'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5019'THE POINT IS LOCATED IN LEVITTOWN, TOWN OF HEMPSTEAD, IN THE NORTH
 KU5019'EAST CORNER OF THE JERUSALEM AVENUE PARK ON THE EAST OF JERUSALEM
 KU5019'AVENUE BETWEEN FISHER LANE AND COACHMAN LANE,IN THE GRASS.
 KU5019'THE LOCATION TIES ARE 25.6 FEET (7.8 M) FROM THE NORTH GOAL POST, 49.0
 KU5019'FEET (14.9 M) FROM THE SOUTH GOAL POST,93.2 FEET FROM THE NEW YORK
 KU5019'TELEPHONE UTILITY POLE NUMBER 10 AND 104.3 FEET (31.8 M) WEST OF THE
 KU5019'NORTH/SOUTH 6 FOOT (1.8 M) CHAIN LINK FENCE.
 KU5019
 KU5019                          STATION RECOVERY (1990)
 KU5019
 KU5019'RECOVERED 1990
 KU5019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5003 ***********************************************************************
 KU5003  DESIGNATION -  14E 14N
 KU5003  PID         -  KU5003
 KU5003  STATE/COUNTY-  NY/NASSAU
 KU5003  USGS QUAD   -  HICKSVILLE (1979)
 KU5003
 KU5003                         *CURRENT SURVEY CONTROL
 KU5003  ___________________________________________________________________
 KU5003* NAD 83(1996)-  40 45 23.71512(N)    073 30 37.49559(W)     ADJUSTED  
 KU5003* NAVD 88     -        40.8    (meters)     134.     (feet)  VERTCON   
 KU5003  ___________________________________________________________________
 KU5003  X           -   1,373,305.017 (meters)                     COMP
 KU5003  Y           -  -4,639,296.782 (meters)                     COMP
 KU5003  Z           -   4,141,991.086 (meters)                     COMP
 KU5003  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KU5003  ELLIP HEIGHT-           9.65  (meters)          (12/03/02) GPS OBS
 KU5003  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU5003
 KU5003  HORZ ORDER  -  FIRST
 KU5003  ELLP ORDER  -  FOURTH    CLASS II
 KU5003
 KU5003.The horizontal coordinates were established by GPS observations
 KU5003.and adjusted by the National Geodetic Survey in January 1999..
 KU5003
 KU5003.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5003
 KU5003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5003
 KU5003.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5003
 KU5003.The ellipsoidal height was determined by GPS observations
 KU5003.and is referenced to NAD 83.
 KU5003
 KU5003.The geoid height was determined by GEOID03.
 KU5003
 KU5003;                    North         East     Units Scale Factor Converg.
 KU5003;SPC NY L     -    65,623.869   341,342.081   MT  0.99999623   +0 19 12.8
 KU5003;SPC NY L     -   215,300.98  1,119,886.48   sFT  0.99999623   +0 19 12.8
 KU5003;UTM  18      - 4,512,803.737   625,738.206   MT  0.99979460   +0 58 21.4
 KU5003
 KU5003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5003!SPC NY L     -   0.99999849  x   0.99999623  =   0.99999472
 KU5003!UTM  18      -   0.99999849  x   0.99979460  =   0.99979309
 KU5003
 KU5003|---------------------------------------------------------------------|
 KU5003| PID    Reference Object                     Distance      Geod. Az  |
 KU5003|                                                           dddmmss.s |
 KU5003| KU5020 14E 14N AZ                          294.757 METERS 26330     |
 KU5003| KU5004 14E 15N                             APPROX. 1.8 KM 3522133.8 |
 KU5003|---------------------------------------------------------------------|
 KU5003
 KU5003                          SUPERSEDED SURVEY CONTROL
 KU5003
 KU5003  ELLIP H (01/11/99)    9.66   (m)                       GP(       ) 4 1
 KU5003  NAD 83(1996)-  40 45 23.71812(N)    073 30 37.49448(W) AD(       ) 1
 KU5003  NAD 83(1992)-  40 45 23.71796(N)    073 30 37.49419(W) AD(       ) 1
 KU5003  NAD 83(1986)-  40 45 23.71871(N)    073 30 37.49534(W) AD(       ) 1
 KU5003  NGVD 29 (03/24/92)   41.1    (m)          135.     (f) GPS OBS        
 KU5003
 KU5003.Superseded values are not recommended for survey control.
 KU5003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5003.See file dsdata.txt to determine how the superseded data were derived.
 KU5003
 KU5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2573812804(NAD 83)
 KU5003_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5003_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5003_STAMPING: 14E14N
 KU5003_MARK LOGO: NYDPW 
 KU5003_PROJECTION: RECESSED 8 CENTIMETERS
 KU5003_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5003+STABILITY: POSITION/ELEVATION WELL
 KU5003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5003+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5003_ROD/PIPE-DEPTH: 20.6 meters
 KU5003_SLEEVE-DEPTH  : 1.52 meters
 KU5003
 KU5003  HISTORY     - Date     Condition        Report By
 KU5003  HISTORY     - 1989     MONUMENTED       SBAS
 KU5003
 KU5003                          STATION DESCRIPTION
 KU5003
 KU5003'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5003'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 15 FEET
 KU5003'(4.6 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF BROADWAY
 KU5003'AND 93 FEET (28.3 M) SOUTH OF THE CENTERLINE OF FARM LANE,IN THE
 KU5003'GRASS AREA OF THE MEDIAN.
 KU5003'THE LOCATION TIES ARE 11.0 FEET (3.4 M) FROM THE CENTER OF THE NEW
 KU5003'YORK TELEPHONE MANHOLE, 61.0 FEET (18.6 M) FROM THE CENTER OF THE
 KU5003'SEWER MANHOLE AND 32.0 FEET (9.8 M) FROM THE SOUTH EAST CORNER OF THE
 KU5003'CATCH BASIN ON THE WEST SIDE OF THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5020 ***********************************************************************
 KU5020  DESIGNATION -  14E 14N AZ
 KU5020  PID         -  KU5020
 KU5020  STATE/COUNTY-  NY/NASSAU
 KU5020  USGS QUAD   -  HICKSVILLE (1979)
 KU5020
 KU5020                         *CURRENT SURVEY CONTROL
 KU5020  ___________________________________________________________________
 KU5020* NAD 83(1996)-  40 45 22.63346(N)    073 30 49.98083(W)     ADJUSTED  
 KU5020* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 KU5020  ___________________________________________________________________
 KU5020  X           -   1,373,030.228 (meters)                     COMP
 KU5020  Y           -  -4,639,400.278 (meters)                     COMP
 KU5020  Z           -   4,141,965.354 (meters)                     COMP
 KU5020  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KU5020  ELLIP HEIGHT-           8.95  (meters)          (12/03/02) GPS OBS
 KU5020  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU5020
 KU5020  HORZ ORDER  -  FIRST
 KU5020  ELLP ORDER  -  FOURTH    CLASS II
 KU5020
 KU5020.The horizontal coordinates were established by GPS observations
 KU5020.and adjusted by the National Geodetic Survey in January 1999..
 KU5020
 KU5020.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5020
 KU5020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5020
 KU5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5020
 KU5020.The ellipsoidal height was determined by GPS observations
 KU5020.and is referenced to NAD 83.
 KU5020
 KU5020.The geoid height was determined by GEOID03.
 KU5020
 KU5020;                    North         East     Units Scale Factor Converg.
 KU5020;SPC NY L     -    65,588.873   341,049.410   MT  0.99999623   +0 19 04.7
 KU5020;SPC NY L     -   215,186.16  1,118,926.27   sFT  0.99999623   +0 19 04.7
 KU5020;UTM  18      - 4,512,765.418   625,446.011   MT  0.99979369   +0 58 13.2
 KU5020
 KU5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5020!SPC NY L     -   0.99999860  x   0.99999623  =   0.99999483
 KU5020!UTM  18      -   0.99999860  x   0.99979369  =   0.99979229
 KU5020
 KU5020|---------------------------------------------------------------------|
 KU5020| PID    Reference Object                     Distance      Geod. Az  |
 KU5020|                                                           dddmmss.s |
 KU5020| KU5003 14E 14N                             294.757 METERS 08330     |
 KU5020|---------------------------------------------------------------------|
 KU5020
 KU5020                          SUPERSEDED SURVEY CONTROL
 KU5020
 KU5020  ELLIP H (01/11/99)    8.96   (m)                       GP(       ) 4 1
 KU5020  NAD 83(1996)-  40 45 22.63644(N)    073 30 49.97973(W) AD(       ) 1
 KU5020  NAD 83(1992)-  40 45 22.63629(N)    073 30 49.97944(W) AD(       ) 1
 KU5020  NAD 83(1986)-  40 45 22.63705(N)    073 30 49.98062(W) AD(       ) 1
 KU5020  NGVD 29 (03/24/92)   40.4    (m)          133.     (f) GPS OBS        
 KU5020
 KU5020.Superseded values are not recommended for survey control.
 KU5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5020.See file dsdata.txt to determine how the superseded data were derived.
 KU5020
 KU5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2544612765(NAD 83)
 KU5020_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5020_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5020_STAMPING: 14E14NAZ
 KU5020_MARK LOGO: NYDPW 
 KU5020_PROJECTION: RECESSED 8 CENTIMETERS
 KU5020_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5020+STABILITY: POSITION/ELEVATION WELL
 KU5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5020+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 KU5020_ROD/PIPE-DEPTH: 20.6 meters
 KU5020_SLEEVE-DEPTH  : 1.52 meters
 KU5020
 KU5020  HISTORY     - Date     Condition        Report By
 KU5020  HISTORY     - 1989     MONUMENTED       SBAS
 KU5020  HISTORY     - 19900411 GOOD
 KU5020
 KU5020                          STATION DESCRIPTION
 KU5020
 KU5020'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5020'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 17 FEET
 KU5020'(5.2 M) WEST OF THE CENTERLINE OF LEE AVENUE AND 4 FEET (1.2 M) NORTH
 KU5020'OF THE CENTERLINE OF FARM LANE,IN THE GRASS ADJACENT TO THE CURB.
 KU5020'THE LOCATION TIES ARE 30.0 FEET (9.1 M) FROM THE CENTER OF THE LONG
 KU5020'ISLAND LIGTING COMPANY UTILITY POLE NUMBER 13S, 17.7 FEET (5.4 M)
 KU5020'FROM THE CENTER OF THE SEWER MANHOLE AND 8.7 FEET (2.7 M) FROM THE
 KU5020'CENTER OF THE NORTHERLY GATE POST AT THE ENTRANCE TO THE PARK.
 KU5020
 KU5020                          STATION RECOVERY (1990)
 KU5020
 KU5020'RECOVERED 1990
 KU5020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5004 ***********************************************************************
 KU5004  DESIGNATION -  14E 15N
 KU5004  PID         -  KU5004
 KU5004  STATE/COUNTY-  NY/NASSAU
 KU5004  USGS QUAD   -  HICKSVILLE (1979)
 KU5004
 KU5004                         *CURRENT SURVEY CONTROL
 KU5004  ___________________________________________________________________
 KU5004* NAD 83(1996)-  40 46 22.58781(N)    073 30 47.88423(W)     ADJUSTED  
 KU5004* NAVD 88     -        47.6    (meters)     156.     (feet)  VERTCON   
 KU5004  ___________________________________________________________________
 KU5004  X           -   1,372,736.301 (meters)                     COMP
 KU5004  Y           -  -4,638,233.856 (meters)                     COMP
 KU5004  Z           -   4,143,371.017 (meters)                     COMP
 KU5004  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KU5004  ELLIP HEIGHT-          16.48  (meters)          (12/03/02) GPS OBS
 KU5004  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU5004
 KU5004  HORZ ORDER  -  FIRST
 KU5004  ELLP ORDER  -  FOURTH    CLASS II
 KU5004
 KU5004.The horizontal coordinates were established by GPS observations
 KU5004.and adjusted by the National Geodetic Survey in January 1999..
 KU5004
 KU5004.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5004
 KU5004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5004
 KU5004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5004
 KU5004.The ellipsoidal height was determined by GPS observations
 KU5004.and is referenced to NAD 83.
 KU5004
 KU5004.The geoid height was determined by GEOID03.
 KU5004
 KU5004;                    North         East     Units Scale Factor Converg.
 KU5004;SPC NY L     -    67,438.525   341,088.313   MT  0.99999580   +0 19 06.0
 KU5004;SPC NY L     -   221,254.56  1,119,053.91   sFT  0.99999580   +0 19 06.0
 KU5004;UTM  18      - 4,514,615.019   625,463.843   MT  0.99979375   +0 58 15.7
 KU5004
 KU5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5004!SPC NY L     -   0.99999741  x   0.99999580  =   0.99999321
 KU5004!UTM  18      -   0.99999741  x   0.99979375  =   0.99979117
 KU5004
 KU5004:                Primary Azimuth Mark                     Grid Az
 KU5004:SPC NY L     -  14E 15N AZ                               174 10 09.6
 KU5004:UTM  18      -  14E 15N AZ                               173 30 59.9
 KU5004
 KU5004|---------------------------------------------------------------------|
 KU5004| PID    Reference Object                     Distance      Geod. Az  |
 KU5004|                                                           dddmmss.s |
 KU5004| KU5021 14E 15N AZ                          APPROX. 0.7 KM 1742915.6 |
 KU5004|---------------------------------------------------------------------|
 KU5004
 KU5004                          SUPERSEDED SURVEY CONTROL
 KU5004
 KU5004  ELLIP H (01/11/99)   16.48   (m)                       GP(       ) 4 1
 KU5004  NAD 83(1996)-  40 46 22.59082(N)    073 30 47.88313(W) AD(       ) 1
 KU5004  NAD 83(1992)-  40 46 22.59068(N)    073 30 47.88286(W) AD(       ) 1
 KU5004  NAD 83(1986)-  40 46 22.59140(N)    073 30 47.88407(W) AD(       ) 1
 KU5004  NGVD 29 (03/24/92)   47.9    (m)          157.     (f) GPS OBS        
 KU5004
 KU5004.Superseded values are not recommended for survey control.
 KU5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5004.See file dsdata.txt to determine how the superseded data were derived.
 KU5004
 KU5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2546414615(NAD 83)
 KU5004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5004_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5004_STAMPING: 14E15N
 KU5004_MARK LOGO: NYDPW 
 KU5004_PROJECTION: RECESSED 8 CENTIMETERS
 KU5004_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5004+STABILITY: POSITION/ELEVATION WELL
 KU5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5004+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991
 KU5004_ROD/PIPE-DEPTH: 20.6 meters
 KU5004_SLEEVE-DEPTH  : 1.52 meters
 KU5004
 KU5004  HISTORY     - Date     Condition        Report By
 KU5004  HISTORY     - 1990     MONUMENTED       SBAS
 KU5004  HISTORY     - 19910117 GOOD
 KU5004
 KU5004                          STATION DESCRIPTION
 KU5004
 KU5004'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5004'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 27 FEET
 KU5004'(8.2 M) EAST OF THE CENTERLINE OF ELM STREET AND 49 FEET (14.9 M)
 KU5004'NORTH OF THE CENTERLINE OF LARCH STREET,IN THE GRASS AREA BETWEEN THE
 KU5004'CURB AND THE SIDEWALK.
 KU5004'THE LOCATION TIES ARE 37.8 FEET (11.5 M) FROM THE CENTER OF THE DRAIN
 KU5004'MANHOLE, 19.9 FEET (6.1 M) FROM THE CENTER OF THE LIGHT POLE AND 34.4
 KU5004'FEET (10.5 M) FROM THE CENTER OF THE HYDRANT.
 KU5004
 KU5004                          STATION RECOVERY (1991)
 KU5004
 KU5004'RECOVERED 1991
 KU5004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5021 ***********************************************************************
 KU5021  DESIGNATION -  14E 15N AZ
 KU5021  PID         -  KU5021
 KU5021  STATE/COUNTY-  NY/NASSAU
 KU5021  USGS QUAD   -  HICKSVILLE (1979)
 KU5021
 KU5021                         *CURRENT SURVEY CONTROL
 KU5021  ___________________________________________________________________
 KU5021* NAD 83(1996)-  40 46 01.14135(N)    073 30 45.16199(W)     ADJUSTED  
 KU5021* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 KU5021  ___________________________________________________________________
 KU5021  X           -   1,372,919.537 (meters)                     COMP
 KU5021  Y           -  -4,638,628.008 (meters)                     COMP
 KU5021  Z           -   4,142,868.209 (meters)                     COMP
 KU5021  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KU5021  ELLIP HEIGHT-          13.75  (meters)          (12/03/02) GPS OBS
 KU5021  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU5021
 KU5021  HORZ ORDER  -  FIRST
 KU5021  ELLP ORDER  -  FOURTH    CLASS II
 KU5021
 KU5021.The horizontal coordinates were established by GPS observations
 KU5021.and adjusted by the National Geodetic Survey in January 1999..
 KU5021
 KU5021.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5021
 KU5021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5021
 KU5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5021
 KU5021.The ellipsoidal height was determined by GPS observations
 KU5021.and is referenced to NAD 83.
 KU5021
 KU5021.The geoid height was determined by GEOID03.
 KU5021
 KU5021;                    North         East     Units Scale Factor Converg.
 KU5021;SPC NY L     -    66,777.332   341,155.832   MT  0.99999595   +0 19 07.8
 KU5021;SPC NY L     -   219,085.30  1,119,275.43   sFT  0.99999595   +0 19 07.8
 KU5021;UTM  18      - 4,513,954.771   625,538.874   MT  0.99979398   +0 58 17.1
 KU5021
 KU5021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5021!SPC NY L     -   0.99999784  x   0.99999595  =   0.99999379
 KU5021!UTM  18      -   0.99999784  x   0.99979398  =   0.99979182
 KU5021
 KU5021:                Primary Azimuth Mark                     Grid Az
 KU5021:SPC NY L     -  14E 15N                                  354 10 09.6
 KU5021:UTM  18      -  14E 15N                                  353 31 00.3
 KU5021
 KU5021|---------------------------------------------------------------------|
 KU5021| PID    Reference Object                     Distance      Geod. Az  |
 KU5021|                                                           dddmmss.s |
 KU5021| KU5004 14E 15N                             APPROX. 0.7 KM 3542917.4 |
 KU5021|---------------------------------------------------------------------|
 KU5021
 KU5021                          SUPERSEDED SURVEY CONTROL
 KU5021
 KU5021  ELLIP H (01/11/99)   13.75   (m)                       GP(       ) 4 1
 KU5021  NAD 83(1996)-  40 46 01.14434(N)    073 30 45.16093(W) AD(       ) 1
 KU5021  NAD 83(1992)-  40 46 01.14420(N)    073 30 45.16065(W) AD(       ) 1
 KU5021  NAD 83(1986)-  40 46 01.14489(N)    073 30 45.16185(W) AD(       ) 1
 KU5021  NGVD 29 (03/24/92)   45.2    (m)          148.     (f) GPS OBS        
 KU5021
 KU5021.Superseded values are not recommended for survey control.
 KU5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5021.See file dsdata.txt to determine how the superseded data were derived.
 KU5021
 KU5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2553913955(NAD 83)
 KU5021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5021_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5021_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5021_STAMPING: 14E15NAZ
 KU5021_MARK LOGO: NYDPW 
 KU5021_PROJECTION: RECESSED 8 CENTIMETERS
 KU5021_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5021+STABILITY: POSITION/ELEVATION WELL
 KU5021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5021+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU5021_ROD/PIPE-DEPTH: 20.6 meters
 KU5021_SLEEVE-DEPTH  : 1.52 meters
 KU5021
 KU5021  HISTORY     - Date     Condition        Report By
 KU5021  HISTORY     - 1990     MONUMENTED       SBAS
 KU5021
 KU5021                          STATION DESCRIPTION
 KU5021
 KU5021'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5021'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 7 FEET
 KU5021'(2.1 M) WEST OF THE CENTERLINE OF SOUTH ELM STREET AND 49 FEET
 KU5021'(14.9 M) SOUTH OF THE CENTERLINE OF TERRACE PLACE,IN THE PAVED
 KU5021'ROADWAY.
 KU5021'THE LOCATION TIES ARE 44.3 FEET (13.5 M) FROM THE NORTH EAST CORNER OF
 KU5021'HOUSE NUMBER 10, 51.4 FEET (15.7 M) FROM THE CENTER OF THE SEWER
 KU5021'MANHOLE AND 44.0 FEET (13.4 M) FROM THE CENTER OF THE DRAIN MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5005 ***********************************************************************
 KU5005  DESIGNATION -  14E 16N
 KU5005  PID         -  KU5005
 KU5005  STATE/COUNTY-  NY/NASSAU
 KU5005  USGS QUAD   -  HICKSVILLE (1979)
 KU5005
 KU5005                         *CURRENT SURVEY CONTROL
 KU5005  ___________________________________________________________________
 KU5005* NAD 83(1996)-  40 47 07.19389(N)    073 30 53.86728(W)     ADJUSTED  
 KU5005* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 KU5005  ___________________________________________________________________
 KU5005  X           -   1,372,347.935 (meters)                     COMP
 KU5005  Y           -  -4,637,415.950 (meters)                     COMP
 KU5005  Z           -   4,144,416.588 (meters)                     COMP
 KU5005  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU5005  ELLIP HEIGHT-          22.05  (meters)          (12/03/02) GPS OBS
 KU5005  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU5005
 KU5005  HORZ ORDER  -  FIRST
 KU5005  ELLP ORDER  -  FOURTH    CLASS II
 KU5005
 KU5005.The horizontal coordinates were established by GPS observations
 KU5005.and adjusted by the National Geodetic Survey in January 1999..
 KU5005
 KU5005.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5005
 KU5005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5005
 KU5005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5005
 KU5005.The ellipsoidal height was determined by GPS observations
 KU5005.and is referenced to NAD 83.
 KU5005
 KU5005.The geoid height was determined by GEOID03.
 KU5005
 KU5005;                    North         East     Units Scale Factor Converg.
 KU5005;SPC NY L     -    68,813.689   340,940.389   MT  0.99999554   +0 19 02.1
 KU5005;SPC NY L     -   225,766.24  1,118,568.59   sFT  0.99999554   +0 19 02.1
 KU5005;UTM  18      - 4,515,988.130   625,300.294   MT  0.99979324   +0 58 12.7
 KU5005
 KU5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5005!SPC NY L     -   0.99999654  x   0.99999554  =   0.99999208
 KU5005!UTM  18      -   0.99999654  x   0.99979324  =   0.99978978
 KU5005
 KU5005|---------------------------------------------------------------------|
 KU5005| PID    Reference Object                     Distance      Geod. Az  |
 KU5005|                                                           dddmmss.s |
 KU5005| KU5022 14E 16N AZ                          345.191 METERS 35225     |
 KU5005| KU5006 14E 17N                             APPROX. 1.6 KM 3575157.8 |
 KU5005|---------------------------------------------------------------------|
 KU5005
 KU5005                          SUPERSEDED SURVEY CONTROL
 KU5005
 KU5005  ELLIP H (01/11/99)   22.06   (m)                       GP(       ) 4 1
 KU5005  NAD 83(1996)-  40 47 07.19682(N)    073 30 53.86623(W) AD(       ) 1
 KU5005  NAD 83(1992)-  40 47 07.19667(N)    073 30 53.86594(W) AD(       ) 1
 KU5005  NAD 83(1986)-  40 47 07.19744(N)    073 30 53.86724(W) AD(       ) 1
 KU5005  NGVD 29 (03/24/92)   53.5    (m)          176.     (f) GPS OBS        
 KU5005
 KU5005.Superseded values are not recommended for survey control.
 KU5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5005.See file dsdata.txt to determine how the superseded data were derived.
 KU5005
 KU5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2530015988(NAD 83)
 KU5005_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5005_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5005_STAMPING: 14E16N
 KU5005_MARK LOGO: NYDPW 
 KU5005_PROJECTION: RECESSED 8 CENTIMETERS
 KU5005_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5005+STABILITY: POSITION/ELEVATION WELL
 KU5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5005+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1990
 KU5005_ROD/PIPE-DEPTH: 20.6 meters
 KU5005_SLEEVE-DEPTH  : 1.52 meters
 KU5005
 KU5005  HISTORY     - Date     Condition        Report By
 KU5005  HISTORY     - 1989     MONUMENTED       SBAS
 KU5005  HISTORY     - 19900111 GOOD
 KU5005
 KU5005                          STATION DESCRIPTION
 KU5005
 KU5005'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5005'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 17 FEET
 KU5005'(5.2 M) EAST OF THE CENTERLINE OF MILLER PLACE AND 278 FEET (84.7 M)
 KU5005'SOUTH OF THE CENTERLINE OF MARTIN PLACE,IN THE GRASS AREA ADJACENT TO
 KU5005'THE CURB.
 KU5005'THE LOCATION TIES ARE 14.0 FEET (4.3 M) FROM THE CORNER OF THE CHAIN
 KU5005'LINK FENCE, 40.0 FEET (12.2 M) FROM THE CENTER OF THE HYDRANT AND
 KU5005'34.5 FEET (10.5 M) FROM THE CENTER OF THE SEWER MANHOLE.
 KU5005
 KU5005                          STATION RECOVERY (1990)
 KU5005
 KU5005'RECOVERED 1990
 KU5005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5022 ***********************************************************************
 KU5022  DESIGNATION -  14E 16N AZ
 KU5022  PID         -  KU5022
 KU5022  STATE/COUNTY-  NY/NASSAU
 KU5022  USGS QUAD   -  HICKSVILLE (1979)
 KU5022
 KU5022                         *CURRENT SURVEY CONTROL
 KU5022  ___________________________________________________________________
 KU5022* NAD 83(1996)-  40 47 18.28633(N)    073 30 55.81086(W)     ADJUSTED  
 KU5022* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 KU5022  ___________________________________________________________________
 KU5022  X           -   1,372,241.162 (meters)                     COMP
 KU5022  Y           -  -4,637,215.729 (meters)                     COMP
 KU5022  Z           -   4,144,676.726 (meters)                     COMP
 KU5022  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU5022  ELLIP HEIGHT-          23.68  (meters)          (12/03/02) GPS OBS
 KU5022  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU5022
 KU5022  HORZ ORDER  -  FIRST
 KU5022  ELLP ORDER  -  FOURTH    CLASS II
 KU5022
 KU5022.The horizontal coordinates were established by GPS observations
 KU5022.and adjusted by the National Geodetic Survey in January 1999..
 KU5022
 KU5022.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5022
 KU5022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5022
 KU5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5022
 KU5022.The ellipsoidal height was determined by GPS observations
 KU5022.and is referenced to NAD 83.
 KU5022
 KU5022.The geoid height was determined by GEOID03.
 KU5022
 KU5022;                    North         East     Units Scale Factor Converg.
 KU5022;SPC NY L     -    69,155.600   340,892.927   MT  0.99999548   +0 19 00.8
 KU5022;SPC NY L     -   226,888.00  1,118,412.88   sFT  0.99999548   +0 19 00.8
 KU5022;UTM  18      - 4,516,329.409   625,248.949   MT  0.99979309   +0 58 11.6
 KU5022
 KU5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5022!SPC NY L     -   0.99999629  x   0.99999548  =   0.99999177
 KU5022!UTM  18      -   0.99999629  x   0.99979309  =   0.99978938
 KU5022
 KU5022|---------------------------------------------------------------------|
 KU5022| PID    Reference Object                     Distance      Geod. Az  |
 KU5022|                                                           dddmmss.s |
 KU5022| KU5005 14E 16N                             345.191 METERS 17225     |
 KU5022|---------------------------------------------------------------------|
 KU5022
 KU5022                          SUPERSEDED SURVEY CONTROL
 KU5022
 KU5022  ELLIP H (01/11/99)   23.69   (m)                       GP(       ) 4 1
 KU5022  NAD 83(1996)-  40 47 18.28927(N)    073 30 55.80980(W) AD(       ) 1
 KU5022  NAD 83(1992)-  40 47 18.28912(N)    073 30 55.80953(W) AD(       ) 1
 KU5022  NAD 83(1986)-  40 47 18.28981(N)    073 30 55.81081(W) AD(       ) 1
 KU5022  NGVD 29 (03/24/92)   55.1    (m)          181.     (f) GPS OBS        
 KU5022
 KU5022.Superseded values are not recommended for survey control.
 KU5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5022.See file dsdata.txt to determine how the superseded data were derived.
 KU5022
 KU5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2524916329(NAD 83)
 KU5022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5022_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5022_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5022_STAMPING: 14E16NAZ
 KU5022_MARK LOGO: NYDPW 
 KU5022_PROJECTION: RECESSED 8 CENTIMETERS
 KU5022_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5022+STABILITY: POSITION/ELEVATION WELL
 KU5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5022+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 KU5022_ROD/PIPE-DEPTH: 20.6 meters
 KU5022_SLEEVE-DEPTH  : 1.52 meters
 KU5022
 KU5022  HISTORY     - Date     Condition        Report By
 KU5022  HISTORY     - 1989     MONUMENTED       SBAS
 KU5022  HISTORY     - 19900410 GOOD
 KU5022
 KU5022                          STATION DESCRIPTION
 KU5022
 KU5022'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5022'THE POINT IS LOCATED IN HICKSVILLE, TOWN OF OYSTER BAY, 17 FEET
 KU5022'(5.2 M) WEST OF THE CENTERLINE OF MILLER PLACE AND 126 FEET (38.4 M)
 KU5022'SOUTH OF THE CENTERLINE OF LORRAINE STREET,IN THE CONCRETE SIDEWALK.
 KU5022'THE LOCATION TIES ARE 58.0 FEET (17.7 M) FROM THE CENTER OF THE
 KU5022'HYDRANT, 35.5 FEET (10.8 M) FROM THE FACE OF THE LONG ISLAND LIGHTING
 KU5022'COMPANY UTILITY POLE NUMBER 53 AND 36.3 FEET (11.1 M) FROM THE NORTH
 KU5022'EAST CORNER OF THE CONCRETE BASE OF THE LIGHT POLE.
 KU5022
 KU5022                          STATION RECOVERY (1990)
 KU5022
 KU5022'RECOVERED 1990
 KU5022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5006 ***********************************************************************
 KU5006  DESIGNATION -  14E 17N
 KU5006  PID         -  KU5006
 KU5006  STATE/COUNTY-  NY/NASSAU
 KU5006  USGS QUAD   -  HICKSVILLE (1979)
 KU5006
 KU5006                         *CURRENT SURVEY CONTROL
 KU5006  ___________________________________________________________________
 KU5006* NAD 83(1996)-  40 47 59.95369(N)    073 30 56.45429(W)     ADJUSTED  
 KU5006* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 KU5006  ___________________________________________________________________
 KU5006  X           -   1,371,988.739 (meters)                     COMP
 KU5006  Y           -  -4,636,415.869 (meters)                     COMP
 KU5006  Z           -   4,145,650.790 (meters)                     COMP
 KU5006  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 KU5006  ELLIP HEIGHT-          25.20  (meters)          (12/03/02) GPS OBS
 KU5006  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU5006
 KU5006  HORZ ORDER  -  FIRST
 KU5006  ELLP ORDER  -  FOURTH    CLASS II
 KU5006
 KU5006.The horizontal coordinates were established by GPS observations
 KU5006.and adjusted by the National Geodetic Survey in January 1999..
 KU5006
 KU5006.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5006
 KU5006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5006
 KU5006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5006
 KU5006.The ellipsoidal height was determined by GPS observations
 KU5006.and is referenced to NAD 83.
 KU5006
 KU5006.The geoid height was determined by GEOID03.
 KU5006
 KU5006;                    North         East     Units Scale Factor Converg.
 KU5006;SPC NY L     -    70,440.813   340,870.736   MT  0.99999528   +0 19 00.4
 KU5006;SPC NY L     -   231,104.57  1,118,340.07   sFT  0.99999528   +0 19 00.4
 KU5006;UTM  18      - 4,517,614.026   625,212.117   MT  0.99979297   +0 58 12.0
 KU5006
 KU5006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5006!SPC NY L     -   0.99999605  x   0.99999528  =   0.99999133
 KU5006!UTM  18      -   0.99999605  x   0.99979297  =   0.99978902
 KU5006
 KU5006:                Primary Azimuth Mark                     Grid Az
 KU5006:SPC NY L     -  14E 16N                                  177 32 55.7
 KU5006:UTM  18      -  14E 16N                                  176 53 44.1
 KU5006
 KU5006|---------------------------------------------------------------------|
 KU5006| PID    Reference Object                     Distance      Geod. Az  |
 KU5006|                                                           dddmmss.s |
 KU5006| KU5005 14E 16N                             APPROX. 1.6 KM 1775156.1 |
 KU5006|---------------------------------------------------------------------|
 KU5006
 KU5006                          SUPERSEDED SURVEY CONTROL
 KU5006
 KU5006  ELLIP H (01/11/99)   25.21   (m)                       GP(       ) 4 1
 KU5006  NAD 83(1996)-  40 47 59.95663(N)    073 30 56.45323(W) AD(       ) 1
 KU5006  NAD 83(1992)-  40 47 59.95648(N)    073 30 56.45296(W) AD(       ) 1
 KU5006  NAD 83(1986)-  40 47 59.95727(N)    073 30 56.45429(W) AD(       ) 1
 KU5006  NGVD 29 (03/24/92)   56.5    (m)          185.     (f) GPS OBS        
 KU5006
 KU5006.Superseded values are not recommended for survey control.
 KU5006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5006.See file dsdata.txt to determine how the superseded data were derived.
 KU5006
 KU5006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2521217614(NAD 83)
 KU5006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5006_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5006_STAMPING: 14E17N
 KU5006_MARK LOGO: NYDPW 
 KU5006_PROJECTION: RECESSED 8 CENTIMETERS
 KU5006_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5006+STABILITY: POSITION/ELEVATION WELL
 KU5006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5006+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1990
 KU5006_ROD/PIPE-DEPTH: 10.6 meters
 KU5006_SLEEVE-DEPTH  : 1.52 meters
 KU5006
 KU5006  HISTORY     - Date     Condition        Report By
 KU5006  HISTORY     - 1989     MONUMENTED       SBAS
 KU5006  HISTORY     - 19901218 GOOD
 KU5006
 KU5006                          STATION DESCRIPTION
 KU5006
 KU5006'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5006'THE POINT IS LOCATED IN LOCUST GROVE, TOWN OF OYSTER BAY, 21 FEET
 KU5006'(6.4 M) NORTH OF THE CENTERLINE OF THE CENTER PORTION OF AERIAL WAY
 KU5006'AND 38 FEET (11.6 M) WEST OF THE CENTERLINE OF THE EASTERLY PORTION
 KU5006'OF AERIAL WAY,IN THE CONCRETE SIDEWALK.
 KU5006'THE LOCATION TIES ARE 26.1 FEET (8.0 M) FROM THE CENTER OF THE SEWER
 KU5006'MANHOLE, 62.6 FEET (19.1 M) FROM THE CENTER OF THE STANDPIPE AND 55.2
 KU5006'FEET (16.8 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 16.
 KU5006
 KU5006                          STATION RECOVERY (1990)
 KU5006
 KU5006'RECOVERED 1990
 KU5006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5023 ***********************************************************************
 KU5023  DESIGNATION -  14E 17N AZ
 KU5023  PID         -  KU5023
 KU5023  STATE/COUNTY-  NY/NASSAU
 KU5023  USGS QUAD   -  HICKSVILLE (1979)
 KU5023
 KU5023                         *CURRENT SURVEY CONTROL
 KU5023  ___________________________________________________________________
 KU5023* NAD 83(1996)-  40 48 04.86624(N)    073 31 09.52671(W)     ADJUSTED  
 KU5023* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 KU5023  ___________________________________________________________________
 KU5023  X           -   1,371,666.780 (meters)                     COMP
 KU5023  Y           -  -4,636,407.781 (meters)                     COMP
 KU5023  Z           -   4,145,765.431 (meters)                     COMP
 KU5023  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KU5023  ELLIP HEIGHT-          25.09  (meters)          (12/03/02) GPS OBS
 KU5023  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU5023
 KU5023  HORZ ORDER  -  FIRST
 KU5023  ELLP ORDER  -  FOURTH    CLASS II
 KU5023
 KU5023.The horizontal coordinates were established by GPS observations
 KU5023.and adjusted by the National Geodetic Survey in January 1999..
 KU5023
 KU5023.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5023
 KU5023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5023
 KU5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5023
 KU5023.The ellipsoidal height was determined by GPS observations
 KU5023.and is referenced to NAD 83.
 KU5023
 KU5023.The geoid height was determined by GEOID03.
 KU5023
 KU5023;                    North         East     Units Scale Factor Converg.
 KU5023;SPC NY L     -    70,590.660   340,563.475   MT  0.99999526   +0 18 51.9
 KU5023;SPC NY L     -   231,596.19  1,117,332.00   sFT  0.99999526   +0 18 51.9
 KU5023;UTM  18      - 4,517,760.331   624,903.230   MT  0.99979202   +0 58 03.6
 KU5023
 KU5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5023!SPC NY L     -   0.99999606  x   0.99999526  =   0.99999132
 KU5023!UTM  18      -   0.99999606  x   0.99979202  =   0.99978809
 KU5023
 KU5023:                Primary Azimuth Mark                     Grid Az
 KU5023:SPC NY L     -  14E 18N                                  010 35 20.3
 KU5023:UTM  18      -  14E 18N                                  009 56 08.6
 KU5023
 KU5023|---------------------------------------------------------------------|
 KU5023| PID    Reference Object                     Distance      Geod. Az  |
 KU5023|                                                           dddmmss.s |
 KU5023| KU5007 14E 18N                             APPROX. 1.8 KM 0105412.2 |
 KU5023| KU5006 14E 17N                             341.855 METERS 11619     |
 KU5023|---------------------------------------------------------------------|
 KU5023
 KU5023                          SUPERSEDED SURVEY CONTROL
 KU5023
 KU5023  ELLIP H (01/11/99)   25.10   (m)                       GP(       ) 4 1
 KU5023  NAD 83(1996)-  40 48 04.86917(N)    073 31 09.52565(W) AD(       ) 1
 KU5023  NAD 83(1992)-  40 48 04.86903(N)    073 31 09.52539(W) AD(       ) 1
 KU5023  NAD 83(1986)-  40 48 04.86978(N)    073 31 09.52674(W) AD(       ) 1
 KU5023  NGVD 29 (03/24/92)   56.5    (m)          185.     (f) GPS OBS        
 KU5023
 KU5023.Superseded values are not recommended for survey control.
 KU5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5023.See file dsdata.txt to determine how the superseded data were derived.
 KU5023
 KU5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2490317760(NAD 83)
 KU5023_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5023_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5023_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5023_STAMPING: 14E17NAZ
 KU5023_MARK LOGO: NYDPW 
 KU5023_PROJECTION: RECESSED 8 CENTIMETERS
 KU5023_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5023+STABILITY: POSITION/ELEVATION WELL
 KU5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5023+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 KU5023_ROD/PIPE-DEPTH: 19.4 meters
 KU5023_SLEEVE-DEPTH  : 1.52 meters
 KU5023
 KU5023  HISTORY     - Date     Condition        Report By
 KU5023  HISTORY     - 1989     MONUMENTED       SBAS
 KU5023  HISTORY     - 19910214 GOOD
 KU5023
 KU5023                          STATION DESCRIPTION
 KU5023
 KU5023'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5023'THE POINT IS LOCATED IN LOCUST GROVE, TOWN OF OYSTER BAY, 20 FEET
 KU5023'(6.1 M) NORTH OF THE CENTERLINE OF THE CENTER PORTION OF ARIAL WAY
 KU5023'AND 91 FEET (27.7 M) EAST OF THE CENTERLINE OF THE WESTERLY PORTION
 KU5023'OF ARIAL WAY,IN THE CONCRETE SIDEWALK.
 KU5023'THE LOCATION TIES ARE 37.6 FEET (11.5 M) FROM THE LONG ISLAND LIGHTING
 KU5023'COMPANY UTILITY POLE NUMBER 7, 37.4 FEET (11.4 M) FROM THE DRAIN
 KU5023'MANHOLE AND 73.7 FEET (22.5 M) FROM THE SOUTH WEST CORNER OF THE
 KU5023'BRICK BUILDING (LKB NUMBER 1).
 KU5023
 KU5023                          STATION RECOVERY (1991)
 KU5023
 KU5023'RECOVERED 1991
 KU5023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5007 ***********************************************************************
 KU5007  DESIGNATION -  14E 18N
 KU5007  PID         -  KU5007
 KU5007  STATE/COUNTY-  NY/NASSAU
 KU5007  USGS QUAD   -  HICKSVILLE (1979)
 KU5007
 KU5007                         *CURRENT SURVEY CONTROL
 KU5007  ___________________________________________________________________
 KU5007* NAD 83(1996)-  40 49 03.15521(N)    073 30 54.74711(W)     ADJUSTED  
 KU5007* NAVD 88     -        68.3    (meters)     224.     (feet)  VERTCON   
 KU5007  ___________________________________________________________________
 KU5007  X           -   1,371,668.164 (meters)                     COMP
 KU5007  Y           -  -4,635,191.539 (meters)                     COMP
 KU5007  Z           -   4,147,134.350 (meters)                     COMP
 KU5007  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KU5007  ELLIP HEIGHT-          37.31  (meters)          (12/03/02) GPS OBS
 KU5007  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU5007
 KU5007  HORZ ORDER  -  FIRST
 KU5007  ELLP ORDER  -  FOURTH    CLASS II
 KU5007
 KU5007.The horizontal coordinates were established by GPS observations
 KU5007.and adjusted by the National Geodetic Survey in January 1999..
 KU5007
 KU5007.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5007
 KU5007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5007
 KU5007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5007
 KU5007.The ellipsoidal height was determined by GPS observations
 KU5007.and is referenced to NAD 83.
 KU5007
 KU5007.The geoid height was determined by GEOID03.
 KU5007
 KU5007;                    North         East     Units Scale Factor Converg.
 KU5007;SPC NY L     -    72,390.590   340,899.964   MT  0.99999506   +0 19 01.5
 KU5007;SPC NY L     -   237,501.46  1,118,435.97   sFT  0.99999506   +0 19 01.5
 KU5007;UTM  18      - 4,519,563.615   625,219.107   MT  0.99979299   +0 58 14.4
 KU5007
 KU5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5007!SPC NY L     -   0.99999415  x   0.99999506  =   0.99998921
 KU5007!UTM  18      -   0.99999415  x   0.99979299  =   0.99978714
 KU5007
 KU5007:                Primary Azimuth Mark                     Grid Az
 KU5007:SPC NY L     -  14E 19N                                  000 37 20.0
 KU5007:UTM  18      -  14E 19N                                  359 58 07.1
 KU5007
 KU5007|---------------------------------------------------------------------|
 KU5007| PID    Reference Object                     Distance      Geod. Az  |
 KU5007|                                                           dddmmss.s |
 KU5007| KU5008 14E 19N                             APPROX. 1.3 KM 0005621.5 |
 KU5007| KU5023 14E 17N AZ                          APPROX. 1.8 KM 1905421.9 |
 KU5007| KU5024 14E 18N AZ                          202.997 METERS 20918     |
 KU5007|---------------------------------------------------------------------|
 KU5007
 KU5007                          SUPERSEDED SURVEY CONTROL
 KU5007
 KU5007  ELLIP H (01/11/99)   37.31   (m)                       GP(       ) 4 1
 KU5007  NAD 83(1996)-  40 49 03.15814(N)    073 30 54.74606(W) AD(       ) 1
 KU5007  NAD 83(1992)-  40 49 03.15800(N)    073 30 54.74580(W) AD(       ) 1
 KU5007  NAD 83(1986)-  40 49 03.15881(N)    073 30 54.74722(W) AD(       ) 1
 KU5007  NGVD 29 (03/24/92)   68.6    (m)          225.     (f) GPS OBS        
 KU5007
 KU5007.Superseded values are not recommended for survey control.
 KU5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5007.See file dsdata.txt to determine how the superseded data were derived.
 KU5007
 KU5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2521919564(NAD 83)
 KU5007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5007_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5007_STAMPING: 14E18N
 KU5007_MARK LOGO: NYDPW 
 KU5007_PROJECTION: RECESSED 8 CENTIMETERS
 KU5007_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5007+STABILITY: POSITION/ELEVATION WELL
 KU5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5007+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1990
 KU5007_ROD/PIPE-DEPTH: 6.97 meters
 KU5007_SLEEVE-DEPTH  : 1.52 meters
 KU5007
 KU5007  HISTORY     - Date     Condition        Report By
 KU5007  HISTORY     - 1989     MONUMENTED       SBAS
 KU5007  HISTORY     - 19900125 GOOD
 KU5007
 KU5007                          STATION DESCRIPTION
 KU5007
 KU5007'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5007'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 23 FEET (7.0 M)
 KU5007'NORTH EAST OF THE CENTERLINE OF CARRIAGE COURT AND 21 FEET (6.4 M)
 KU5007'NORTH WEST OF THE CENTERLINE OF COACHMAN PLACE WEST,IN THE GRASS AREA
 KU5007'ADJACENT TO THE CURB.
 KU5007'THE LOCATION TIES ARE 21.4 FEET (6.5 M) FROM THE DRAIN MANHOLE, 22.2
 KU5007'FEET (6.8 M) FROM THE SEWER MANHOLE, 54.4 FEET (16.6 M) FROM THE
 KU5007'HYDRANT AND 1.9 FEET (0.6 M) FROM THE FACE OF THE CURB.
 KU5007
 KU5007                          STATION RECOVERY (1990)
 KU5007
 KU5007'RECOVERED 1990
 KU5007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5024 ***********************************************************************
 KU5024  DESIGNATION -  14E 18N AZ
 KU5024  PID         -  KU5024
 KU5024  STATE/COUNTY-  NY/NASSAU
 KU5024  USGS QUAD   -  HICKSVILLE (1979)
 KU5024
 KU5024                         *CURRENT SURVEY CONTROL
 KU5024  ___________________________________________________________________
 KU5024* NAD 83(1996)-  40 48 57.41597(N)    073 30 58.98518(W)     ADJUSTED  
 KU5024* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 KU5024  ___________________________________________________________________
 KU5024  X           -   1,371,605.829 (meters)                     COMP
 KU5024  Y           -  -4,635,330.919 (meters)                     COMP
 KU5024  Z           -   4,147,000.574 (meters)                     COMP
 KU5024  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KU5024  ELLIP HEIGHT-          37.63  (meters)          (12/03/02) GPS OBS
 KU5024  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KU5024
 KU5024  HORZ ORDER  -  FIRST
 KU5024  ELLP ORDER  -  FOURTH    CLASS II
 KU5024
 KU5024.The horizontal coordinates were established by GPS observations
 KU5024.and adjusted by the National Geodetic Survey in January 1999..
 KU5024
 KU5024.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5024
 KU5024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5024
 KU5024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5024
 KU5024.The ellipsoidal height was determined by GPS observations
 KU5024.and is referenced to NAD 83.
 KU5024
 KU5024.The geoid height was determined by GEOID03.
 KU5024
 KU5024;                    North         East     Units Scale Factor Converg.
 KU5024;SPC NY L     -    72,213.004   340,801.623   MT  0.99999508   +0 18 58.8
 KU5024;SPC NY L     -   236,918.83  1,118,113.32   sFT  0.99999508   +0 18 58.8
 KU5024;UTM  18      - 4,519,384.955   625,122.818   MT  0.99979270   +0 58 11.5
 KU5024
 KU5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5024!SPC NY L     -   0.99999410  x   0.99999508  =   0.99998918
 KU5024!UTM  18      -   0.99999410  x   0.99979270  =   0.99978680
 KU5024
 KU5024|---------------------------------------------------------------------|
 KU5024| PID    Reference Object                     Distance      Geod. Az  |
 KU5024|                                                           dddmmss.s |
 KU5024| KU5007 14E 18N                             202.997 METERS 02918     |
 KU5024|---------------------------------------------------------------------|
 KU5024
 KU5024                          SUPERSEDED SURVEY CONTROL
 KU5024
 KU5024  ELLIP H (01/11/99)   37.63   (m)                       GP(       ) 4 1
 KU5024  NAD 83(1996)-  40 48 57.41890(N)    073 30 58.98413(W) AD(       ) 1
 KU5024  NAD 83(1992)-  40 48 57.41876(N)    073 30 58.98387(W) AD(       ) 1
 KU5024  NAD 83(1986)-  40 48 57.41953(N)    073 30 58.98525(W) AD(       ) 1
 KU5024  NGVD 29 (03/24/92)   68.9    (m)          226.     (f) GPS OBS        
 KU5024
 KU5024.Superseded values are not recommended for survey control.
 KU5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5024.See file dsdata.txt to determine how the superseded data were derived.
 KU5024
 KU5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2512319385(NAD 83)
 KU5024_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5024_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5024_STAMPING: 14E18NAZ
 KU5024_MARK LOGO: NYDPW 
 KU5024_PROJECTION: RECESSED 8 CENTIMETERS
 KU5024_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5024+STABILITY: POSITION/ELEVATION WELL
 KU5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5024+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1990
 KU5024_ROD/PIPE-DEPTH: 20.6 meters
 KU5024_SLEEVE-DEPTH  : 1.52 meters
 KU5024
 KU5024  HISTORY     - Date     Condition        Report By
 KU5024  HISTORY     - 1989     MONUMENTED       SBAS
 KU5024  HISTORY     - 19900410 GOOD
 KU5024
 KU5024                          STATION DESCRIPTION
 KU5024
 KU5024'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5024'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 18 FEET (5.5 M)
 KU5024'NORTH WEST OF THE CENTERLINE OF COACHMAN PLACE WEST AND 146 FEET
 KU5024'(44.5 M) SOUTH WEST OF THE CENTERLINE OF COACHMAN PLACE EAST,IN THE
 KU5024'GRASS ADJACENT TO THE CURB.
 KU5024'THE LOCATION TIES ARE 104.0 FEET (31.7 M) FROM THE CATCH BASIN, 121.5
 KU5024'FEET (37.0 M) FROM THE SEWER MANHOLE AND 83.5 FEET (25.5 M) FROM THE
 KU5024'WATER VALVE.
 KU5024
 KU5024                          STATION RECOVERY (1990)
 KU5024
 KU5024'RECOVERED 1990
 KU5024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5008 ***********************************************************************
 KU5008  DESIGNATION -  14E 19N
 KU5008  PID         -  KU5008
 KU5008  STATE/COUNTY-  NY/NASSAU
 KU5008  USGS QUAD   -  HICKSVILLE (1979)
 KU5008
 KU5008                         *CURRENT SURVEY CONTROL
 KU5008  ___________________________________________________________________
 KU5008* NAD 83(1996)-  40 49 46.52733(N)    073 30 53.81093(W)     ADJUSTED  
 KU5008* NAVD 88     -        70.8    (meters)     232.     (feet)  VERTCON   
 KU5008  ___________________________________________________________________
 KU5008  X           -   1,371,441.560 (meters)                     COMP
 KU5008  Y           -  -4,634,348.488 (meters)                     COMP
 KU5008  Z           -   4,148,148.472 (meters)                     COMP
 KU5008  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KU5008  ELLIP HEIGHT-          39.88  (meters)          (12/03/02) GPS OBS
 KU5008  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KU5008
 KU5008  HORZ ORDER  -  FIRST
 KU5008  ELLP ORDER  -  FOURTH    CLASS II
 KU5008
 KU5008.The horizontal coordinates were established by GPS observations
 KU5008.and adjusted by the National Geodetic Survey in January 1999..
 KU5008
 KU5008.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5008
 KU5008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5008
 KU5008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5008
 KU5008.The ellipsoidal height was determined by GPS observations
 KU5008.and is referenced to NAD 83.
 KU5008
 KU5008.The geoid height was determined by GEOID03.
 KU5008
 KU5008;                    North         East     Units Scale Factor Converg.
 KU5008;SPC NY L     -    73,728.599   340,914.495   MT  0.99999496   +0 19 02.2
 KU5008;SPC NY L     -   241,891.25  1,118,483.64   sFT  0.99999496   +0 19 02.2
 KU5008;UTM  18      - 4,520,901.433   625,218.372   MT  0.99979299   +0 58 15.9
 KU5008
 KU5008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5008!SPC NY L     -   0.99999374  x   0.99999496  =   0.99998870
 KU5008!UTM  18      -   0.99999374  x   0.99979299  =   0.99978674
 KU5008
 KU5008|---------------------------------------------------------------------|
 KU5008| PID    Reference Object                     Distance      Geod. Az  |
 KU5008|                                                           dddmmss.s |
 KU5008| KU5025 14E 19N AZ                          118.630 METERS 32712     |
 KU5008|---------------------------------------------------------------------|
 KU5008
 KU5008                          SUPERSEDED SURVEY CONTROL
 KU5008
 KU5008  ELLIP H (01/11/99)   39.89   (m)                       GP(       ) 4 1
 KU5008  NAD 83(1996)-  40 49 46.53025(N)    073 30 53.80988(W) AD(       ) 1
 KU5008  NAD 83(1992)-  40 49 46.53012(N)    073 30 53.80963(W) AD(       ) 1
 KU5008  NAD 83(1986)-  40 49 46.53103(N)    073 30 53.81098(W) AD(       ) 1
 KU5008  NGVD 29 (03/24/92)   71.1    (m)          233.     (f) GPS OBS        
 KU5008
 KU5008.Superseded values are not recommended for survey control.
 KU5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5008.See file dsdata.txt to determine how the superseded data were derived.
 KU5008
 KU5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2521820901(NAD 83)
 KU5008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5008_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5008_STAMPING: 14E19N
 KU5008_MARK LOGO: NYDPW 
 KU5008_PROJECTION: RECESSED 8 CENTIMETERS
 KU5008_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5008+STABILITY: POSITION/ELEVATION WELL
 KU5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5008+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU5008_ROD/PIPE-DEPTH: 20.6 meters
 KU5008_SLEEVE-DEPTH  : 1.52 meters
 KU5008
 KU5008  HISTORY     - Date     Condition        Report By
 KU5008  HISTORY     - 1989     MONUMENTED       SBAS
 KU5008  HISTORY     - 19910213 GOOD
 KU5008
 KU5008                          STATION DESCRIPTION
 KU5008
 KU5008'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5008'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 55 FEET (16.8 M)
 KU5008'SOUTH EAST OF THE CENTERLINE OF ANDREA COURT AND 18 FEET (5.5 M) SOUTH
 KU5008'WEST OF THE CENTERLINE OF GERALDINE DRIVE,IN THE GRASS BEHIND THE
 KU5008'CURB.
 KU5008'THE LOCATION TIES ARE 28.2 FEET (8.6 M) FROM THE CATCH BASIN LOCATED
 KU5008'ON THE NORTH EAST CORNER, 102.7 FEET (31.3 M) FROM THE CATCH BASIN
 KU5008'LOCATED ON THE SOUTH EAST CORNER AND 120.2 FEET (36.6 M) FROM THE
 KU5008'WATER METER.
 KU5008
 KU5008                          STATION RECOVERY (1991)
 KU5008
 KU5008'RECOVERED 1991
 KU5008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5025 ***********************************************************************
 KU5025  DESIGNATION -  14E 19N AZ
 KU5025  PID         -  KU5025
 KU5025  STATE/COUNTY-  NY/NASSAU
 KU5025  USGS QUAD   -  HICKSVILLE (1979)
 KU5025
 KU5025                         *CURRENT SURVEY CONTROL
 KU5025  ___________________________________________________________________
 KU5025* NAD 83(1996)-  40 49 49.76015(N)    073 30 56.55312(W)     ADJUSTED  
 KU5025* NAVD 88     -        69.4    (meters)     228.     (feet)  VERTCON   
 KU5025  ___________________________________________________________________
 KU5025  X           -   1,371,361.149 (meters)                     COMP
 KU5025  Y           -  -4,634,303.190 (meters)                     COMP
 KU5025  Z           -   4,148,223.020 (meters)                     COMP
 KU5025  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KU5025  ELLIP HEIGHT-          38.49  (meters)          (12/03/02) GPS OBS
 KU5025  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KU5025
 KU5025  HORZ ORDER  -  FIRST
 KU5025  ELLP ORDER  -  FOURTH    CLASS II
 KU5025
 KU5025.The horizontal coordinates were established by GPS observations
 KU5025.and adjusted by the National Geodetic Survey in January 1999..
 KU5025
 KU5025.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5025
 KU5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5025
 KU5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5025
 KU5025.The ellipsoidal height was determined by GPS observations
 KU5025.and is referenced to NAD 83.
 KU5025
 KU5025.The geoid height was determined by GEOID03.
 KU5025
 KU5025;                    North         East     Units Scale Factor Converg.
 KU5025;SPC NY L     -    73,827.966   340,849.693   MT  0.99999496   +0 19 00.4
 KU5025;SPC NY L     -   242,217.25  1,118,271.03   sFT  0.99999496   +0 19 00.4
 KU5025;UTM  18      - 4,521,000.034   625,152.453   MT  0.99979279   +0 58 14.1
 KU5025
 KU5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5025!SPC NY L     -   0.99999396  x   0.99999496  =   0.99998892
 KU5025!UTM  18      -   0.99999396  x   0.99979279  =   0.99978675
 KU5025
 KU5025|---------------------------------------------------------------------|
 KU5025| PID    Reference Object                     Distance      Geod. Az  |
 KU5025|                                                           dddmmss.s |
 KU5025| KU5008 14E 19N                             118.630 METERS 14712     |
 KU5025|---------------------------------------------------------------------|
 KU5025
 KU5025                          SUPERSEDED SURVEY CONTROL
 KU5025
 KU5025  ELLIP H (01/11/99)   38.49   (m)                       GP(       ) 4 1
 KU5025  NAD 83(1996)-  40 49 49.76307(N)    073 30 56.55207(W) AD(       ) 1
 KU5025  NAD 83(1992)-  40 49 49.76293(N)    073 30 56.55182(W) AD(       ) 1
 KU5025  NAD 83(1986)-  40 49 49.76383(N)    073 30 56.55317(W) AD(       ) 1
 KU5025  NGVD 29 (03/24/92)   69.7    (m)          229.     (f) GPS OBS        
 KU5025
 KU5025.Superseded values are not recommended for survey control.
 KU5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5025.See file dsdata.txt to determine how the superseded data were derived.
 KU5025
 KU5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2515221000(NAD 83)
 KU5025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5025_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5025_STAMPING: 14E19NAZ
 KU5025_MARK LOGO: NYDPW 
 KU5025_PROJECTION: RECESSED 8 CENTIMETERS
 KU5025_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5025+STABILITY: POSITION/ELEVATION WELL
 KU5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5025+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU5025_ROD/PIPE-DEPTH: 20.6 meters
 KU5025_SLEEVE-DEPTH  : 1.52 meters
 KU5025
 KU5025  HISTORY     - Date     Condition        Report By
 KU5025  HISTORY     - 1989     MONUMENTED       SBAS
 KU5025  HISTORY     - 19910213 GOOD
 KU5025
 KU5025                          STATION DESCRIPTION
 KU5025
 KU5025'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5025'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 336 FEET
 KU5025'(102.4 M) NORTH OF THE CENTERLINE OF ANDREA COURT AND 14 FEET
 KU5025'(4.3 M) WEST OF THE CENTERLINE OF GERALDINE DRIVE,IN THE GRASS
 KU5025'ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU5025'THE LOCATION TIES ARE 173.2 FEET (52.8 M) FROM THE HYDRANT, 130.3 FEET
 KU5025'(39.7 M) FROM THE WATER METER OF THE G F PERRY HOUSE AND 55.8 FEET
 KU5025'(17.0 M) FROM THE CATV BOX.
 KU5025
 KU5025                          STATION RECOVERY (1991)
 KU5025
 KU5025'RECOVERED 1991
 KU5025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5009 ***********************************************************************
 KU5009  DESIGNATION -  14E 20N
 KU5009  PID         -  KU5009
 KU5009  STATE/COUNTY-  NY/NASSAU
 KU5009  USGS QUAD   -  HICKSVILLE (1979)
 KU5009
 KU5009                         *CURRENT SURVEY CONTROL
 KU5009  ___________________________________________________________________
 KU5009* NAD 83(1996)-  40 50 45.12616(N)    073 30 59.85318(W)     ADJUSTED  
 KU5009* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 KU5009  ___________________________________________________________________
 KU5009  X           -   1,370,969.948 (meters)                     COMP
 KU5009  Y           -  -4,633,253.626 (meters)                     COMP
 KU5009  Z           -   4,149,514.652 (meters)                     COMP
 KU5009  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KU5009  ELLIP HEIGHT-          37.72  (meters)          (12/03/02) GPS OBS
 KU5009  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KU5009
 KU5009  HORZ ORDER  -  FIRST
 KU5009  ELLP ORDER  -  FOURTH    CLASS II
 KU5009
 KU5009.The horizontal coordinates were established by GPS observations
 KU5009.and adjusted by the National Geodetic Survey in January 1999..
 KU5009
 KU5009.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5009
 KU5009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5009
 KU5009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5009
 KU5009.The ellipsoidal height was determined by GPS observations
 KU5009.and is referenced to NAD 83.
 KU5009
 KU5009.The geoid height was determined by GEOID03.
 KU5009
 KU5009;                    North         East     Units Scale Factor Converg.
 KU5009;SPC NY L     -    75,535.404   340,762.947   MT  0.99999490   +0 18 58.2
 KU5009;SPC NY L     -   247,819.07  1,117,986.44   sFT  0.99999490   +0 18 58.2
 KU5009;UTM  18      - 4,522,706.025   625,046.247   MT  0.99979246   +0 58 13.0
 KU5009
 KU5009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5009!SPC NY L     -   0.99999408  x   0.99999490  =   0.99998898
 KU5009!UTM  18      -   0.99999408  x   0.99979246  =   0.99978654
 KU5009
 KU5009|---------------------------------------------------------------------|
 KU5009| PID    Reference Object                     Distance      Geod. Az  |
 KU5009|                                                           dddmmss.s |
 KU5009| KU4554 14 E 20 N AZ MK                     347.824 METERS 08530     |
 KU5009|---------------------------------------------------------------------|
 KU5009
 KU5009                          SUPERSEDED SURVEY CONTROL
 KU5009
 KU5009  ELLIP H (01/11/99)   37.72   (m)                       GP(       ) 4 1
 KU5009  NAD 83(1996)-  40 50 45.12908(N)    073 30 59.85214(W) AD(       ) 1
 KU5009  NAD 83(1992)-  40 50 45.12894(N)    073 30 59.85189(W) AD(       ) 1
 KU5009  NAD 83(1986)-  40 50 45.12979(N)    073 30 59.85338(W) AD(       ) 1
 KU5009  NGVD 29 (03/24/92)   68.9    (m)          226.     (f) GPS OBS        
 KU5009
 KU5009.Superseded values are not recommended for survey control.
 KU5009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5009.See file dsdata.txt to determine how the superseded data were derived.
 KU5009
 KU5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2504622706(NAD 83)
 KU5009_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5009_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5009_STAMPING: 14E20N
 KU5009_MARK LOGO: NYDPW 
 KU5009_PROJECTION: RECESSED 8 CENTIMETERS
 KU5009_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5009+STABILITY: POSITION/ELEVATION WELL
 KU5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5009+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1990
 KU5009_ROD/PIPE-DEPTH: 12.1 meters
 KU5009_SLEEVE-DEPTH  : 1.52 meters
 KU5009
 KU5009  HISTORY     - Date     Condition        Report By
 KU5009  HISTORY     - 1989     MONUMENTED       SBAS
 KU5009  HISTORY     - 19900205 GOOD
 KU5009
 KU5009                          STATION DESCRIPTION
 KU5009
 KU5009'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5009'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 23 FEET
 KU5009'(7.0 M) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF ROUTE 25A
 KU5009'AND 243 FEET (74.1 M) EAST OF THE CENTERLINE OF GRACE LANE,IN THE
 KU5009'GRASS OF THE MEDIAN NORTH OF THE GUIDE RAIL.
 KU5009'THE LOCATION TIES ARE 52.6 FEET (16.0 M) FROM UTILITY POLE NUMBER
 KU5009'95BX, 54.1 FEET (16.5 M) FROM THE CATCH BASIN AND 68.1 FEET (20.8 M)
 KU5009'FROM THE LONG ISLAND LIGHTING COMAPNY UTILITY POLE NUMBER 96.
 KU5009
 KU5009                          STATION RECOVERY (1990)
 KU5009
 KU5009'RECOVERED 1990
 KU5009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5026 ***********************************************************************
 KU5026  DESIGNATION -  14E 21N AZ
 KU5026  PID         -  KU5026
 KU5026  STATE/COUNTY-  NY/NASSAU
 KU5026  USGS QUAD   -  HICKSVILLE (1979)
 KU5026
 KU5026                         *CURRENT SURVEY CONTROL
 KU5026  ___________________________________________________________________
 KU5026* NAD 83(1996)-  40 51 21.14015(N)    073 30 33.62637(W)     ADJUSTED  
 KU5026* NAVD 88     -        70.0    (meters)     230.     (feet)  VERTCON   
 KU5026  ___________________________________________________________________
 KU5026  X           -   1,371,353.091 (meters)                     COMP
 KU5026  Y           -  -4,632,383.511 (meters)                     COMP
 KU5026  Z           -   4,150,355.906 (meters)                     COMP
 KU5026  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU5026  ELLIP HEIGHT-          39.12  (meters)          (12/03/02) GPS OBS
 KU5026  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU5026
 KU5026  HORZ ORDER  -  FIRST
 KU5026  ELLP ORDER  -  FOURTH    CLASS II
 KU5026
 KU5026.The horizontal coordinates were established by GPS observations
 KU5026.and adjusted by the National Geodetic Survey in January 1999..
 KU5026
 KU5026.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5026
 KU5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5026
 KU5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5026
 KU5026.The ellipsoidal height was determined by GPS observations
 KU5026.and is referenced to NAD 83.
 KU5026
 KU5026.The geoid height was determined by GEOID03.
 KU5026
 KU5026;                    North         East     Units Scale Factor Converg.
 KU5026;SPC NY L     -    76,649.738   341,371.081   MT  0.99999491   +0 19 15.4
 KU5026;SPC NY L     -   251,475.02  1,119,981.62   sFT  0.99999491   +0 19 15.4
 KU5026;UTM  18      - 4,523,827.005   625,641.498   MT  0.99979429   +0 58 30.9
 KU5026
 KU5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5026!SPC NY L     -   0.99999386  x   0.99999491  =   0.99998877
 KU5026!UTM  18      -   0.99999386  x   0.99979429  =   0.99978815
 KU5026
 KU5026|---------------------------------------------------------------------|
 KU5026| PID    Reference Object                     Distance      Geod. Az  |
 KU5026|                                                           dddmmss.s |
 KU5026| KU4555 14 E 21 N                           170.908 METERS 24544     |
 KU5026|---------------------------------------------------------------------|
 KU5026
 KU5026                          SUPERSEDED SURVEY CONTROL
 KU5026
 KU5026  ELLIP H (01/11/99)   39.12   (m)                       GP(       ) 4 1
 KU5026  NAD 83(1996)-  40 51 21.14306(N)    073 30 33.62533(W) AD(       ) 1
 KU5026  NAD 83(1992)-  40 51 21.14292(N)    073 30 33.62508(W) AD(       ) 1
 KU5026  NAD 83(1986)-  40 51 21.14381(N)    073 30 33.62660(W) AD(       ) 1
 KU5026  NGVD 29 (03/24/92)   70.3    (m)          231.     (f) GPS OBS        
 KU5026
 KU5026.Superseded values are not recommended for survey control.
 KU5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5026.See file dsdata.txt to determine how the superseded data were derived.
 KU5026
 KU5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2564123827(NAD 83)
 KU5026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5026_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5026_STAMPING: 14E21NAZ
 KU5026_MARK LOGO: NYDPW 
 KU5026_PROJECTION: RECESSED 8 CENTIMETERS
 KU5026_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5026+STABILITY: POSITION/ELEVATION WELL
 KU5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5026+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 KU5026_ROD/PIPE-DEPTH: 9.09 meters
 KU5026_SLEEVE-DEPTH  : 1.52 meters
 KU5026
 KU5026  HISTORY     - Date     Condition        Report By
 KU5026  HISTORY     - 1989     MONUMENTED       SBAS
 KU5026  HISTORY     - 19910212 GOOD
 KU5026
 KU5026                          STATION DESCRIPTION
 KU5026
 KU5026'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5026'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 48 FEET
 KU5026'(14.6 M) EAST OF THE CENTERLINE OF BRIDLE COURT AND 14 FEET (4.3 M)
 KU5026'SOUTH OF THE CENTERLINE OF MEADOWLARK LANE,IN THE GRASS ADJACENT TO
 KU5026'THE CURB.
 KU5026'THE LOCATION TIES ARE 45.1 FEET (13.7 M) FROM THE CABLE TV BOX, 54.9
 KU5026'FEET (16.7 M) FROM THE WATER VALVE AND 85.6 FEET (26.1 M) FROM THE
 KU5026'ELECTRIC BOX.
 KU5026
 KU5026                          STATION RECOVERY (1991)
 KU5026
 KU5026'RECOVERED 1991
 KU5026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5010 ***********************************************************************
 KU5010  DESIGNATION -  14E 22N
 KU5010  PID         -  KU5010
 KU5010  STATE/COUNTY-  NY/NASSAU
 KU5010  USGS QUAD   -  HICKSVILLE (1979)
 KU5010
 KU5010                         *CURRENT SURVEY CONTROL
 KU5010  ___________________________________________________________________
 KU5010* NAD 83(1996)-  40 52 15.94349(N)    073 31 23.29158(W)     ADJUSTED  
 KU5010* NAVD 88     -        12.0    (meters)      39.     (feet)  VERTCON   
 KU5010  ___________________________________________________________________
 KU5010  X           -   1,369,911.511 (meters)                     COMP
 KU5010  Y           -  -4,631,610.919 (meters)                     COMP
 KU5010  Z           -   4,151,596.513 (meters)                     COMP
 KU5010  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 KU5010  ELLIP HEIGHT-         -18.82  (meters)          (12/03/02) GPS OBS
 KU5010  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KU5010
 KU5010  HORZ ORDER  -  FIRST
 KU5010  ELLP ORDER  -  FOURTH    CLASS II
 KU5010
 KU5010.The horizontal coordinates were established by GPS observations
 KU5010.and adjusted by the National Geodetic Survey in January 1999..
 KU5010
 KU5010.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5010
 KU5010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5010
 KU5010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5010
 KU5010.The ellipsoidal height was determined by GPS observations
 KU5010.and is referenced to NAD 83.
 KU5010
 KU5010.The geoid height was determined by GEOID03.
 KU5010
 KU5010;                    North         East     Units Scale Factor Converg.
 KU5010;SPC NY L     -    78,333.831   340,198.657   MT  0.99999497   +0 18 42.9
 KU5010;SPC NY L     -   257,000.24  1,116,135.09   sFT  0.99999497   +0 18 42.9
 KU5010;UTM  18      - 4,525,497.257   624,450.155   MT  0.99979063   +0 57 59.5
 KU5010
 KU5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5010!SPC NY L     -   1.00000295  x   0.99999497  =   0.99999792
 KU5010!UTM  18      -   1.00000295  x   0.99979063  =   0.99979358
 KU5010
 KU5010|---------------------------------------------------------------------|
 KU5010| PID    Reference Object                     Distance      Geod. Az  |
 KU5010|                                                           dddmmss.s |
 KU5010| KU5027 14E 22N AZ                          246.694 METERS 01629     |
 KU5010|---------------------------------------------------------------------|
 KU5010
 KU5010                          SUPERSEDED SURVEY CONTROL
 KU5010
 KU5010  ELLIP H (01/11/99)  -18.81   (m)                       GP(       ) 4 1
 KU5010  NAD 83(1996)-  40 52 15.94640(N)    073 31 23.29055(W) AD(       ) 1
 KU5010  NAD 83(1992)-  40 52 15.94626(N)    073 31 23.29030(W) AD(       ) 1
 KU5010  NAD 83(1986)-  40 52 15.94712(N)    073 31 23.29197(W) AD(       ) 1
 KU5010  NGVD 29 (03/24/92)   12.3    (m)           40.     (f) GPS OBS        
 KU5010
 KU5010.Superseded values are not recommended for survey control.
 KU5010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5010.See file dsdata.txt to determine how the superseded data were derived.
 KU5010
 KU5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2445025497(NAD 83)
 KU5010_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5010_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5010_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5010_STAMPING: 14E22N
 KU5010_MARK LOGO: NYDPW 
 KU5010_PROJECTION: RECESSED 8 CENTIMETERS
 KU5010_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5010+STABILITY: POSITION/ELEVATION WELL
 KU5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5010+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1990
 KU5010_ROD/PIPE-DEPTH: 20.6 meters
 KU5010_SLEEVE-DEPTH  : 1.52 meters
 KU5010
 KU5010  HISTORY     - Date     Condition        Report By
 KU5010  HISTORY     - 1989     MONUMENTED       SBAS
 KU5010  HISTORY     - 19900205 GOOD
 KU5010
 KU5010                          STATION DESCRIPTION
 KU5010
 KU5010'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5010'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 23 FEET
 KU5010'(7.0 M) NORTH WEST OF THE CENTERLINE OF HARBOR ROAD AND 25 FEET
 KU5010'(7.6 M) NORTH EAST OF THE CENTERLINE OF EAST MAIN STREET,IN THE
 KU5010'CONCRETE SIDEWALK.
 KU5010'THE LOCATION TIES ARE 24.5 FEET (7.5 M) FROM THE SEWER MANHOLE, 41.5
 KU5010'FEET (12.6 M) FROM THE HYDRANT AND 47.1 FEET (14.4 M) FROM THE SOUTH
 KU5010'EAST CORNER OF HOUSE NUMBER 117 (UNDER OVERHANG).
 KU5010
 KU5010                          STATION RECOVERY (1990)
 KU5010
 KU5010'RECOVERED 1990
 KU5010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5027 ***********************************************************************
 KU5027  DESIGNATION -  14E 22N AZ
 KU5027  PID         -  KU5027
 KU5027  STATE/COUNTY-  NY/NASSAU
 KU5027  USGS QUAD   -  HICKSVILLE (1979)
 KU5027
 KU5027                         *CURRENT SURVEY CONTROL
 KU5027  ___________________________________________________________________
 KU5027* NAD 83(1996)-  40 52 23.61190(N)    073 31 20.30191(W)     ADJUSTED  
 KU5027* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 KU5027  ___________________________________________________________________
 KU5027  X           -   1,369,932.820 (meters)                     COMP
 KU5027  Y           -  -4,631,436.145 (meters)                     COMP
 KU5027  Z           -   4,151,769.537 (meters)                     COMP
 KU5027  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 KU5027  ELLIP HEIGHT-         -27.76  (meters)          (12/03/02) GPS OBS
 KU5027  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KU5027
 KU5027  HORZ ORDER  -  FIRST
 KU5027  ELLP ORDER  -  FOURTH    CLASS II
 KU5027
 KU5027.The horizontal coordinates were established by GPS observations
 KU5027.and adjusted by the National Geodetic Survey in January 1999..
 KU5027
 KU5027.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5027
 KU5027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5027
 KU5027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5027
 KU5027.The ellipsoidal height was determined by GPS observations
 KU5027.and is referenced to NAD 83.
 KU5027
 KU5027.The geoid height was determined by GEOID03.
 KU5027
 KU5027;                    North         East     Units Scale Factor Converg.
 KU5027;SPC NY L     -    78,570.760   340,267.373   MT  0.99999498   +0 18 44.8
 KU5027;SPC NY L     -   257,777.57  1,116,360.54   sFT  0.99999498   +0 18 44.8
 KU5027;UTM  18      - 4,525,734.907   624,516.146   MT  0.99979083   +0 58 01.6
 KU5027
 KU5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5027!SPC NY L     -   1.00000435  x   0.99999498  =   0.99999933
 KU5027!UTM  18      -   1.00000435  x   0.99979083  =   0.99979518
 KU5027
 KU5027|---------------------------------------------------------------------|
 KU5027| PID    Reference Object                     Distance      Geod. Az  |
 KU5027|                                                           dddmmss.s |
 KU5027| KU5010 14E 22N                             246.694 METERS 19629     |
 KU5027|---------------------------------------------------------------------|
 KU5027
 KU5027                          SUPERSEDED SURVEY CONTROL
 KU5027
 KU5027  ELLIP H (01/11/99)  -27.76   (m)                       GP(       ) 4 1
 KU5027  NAD 83(1996)-  40 52 23.61479(N)    073 31 20.30088(W) AD(       ) 1
 KU5027  NAD 83(1992)-  40 52 23.61465(N)    073 31 20.30064(W) AD(       ) 1
 KU5027  NAD 83(1986)-  40 52 23.61547(N)    073 31 20.30231(W) AD(       ) 1
 KU5027  NGVD 29 (03/24/92)    3.4    (m)           11.     (f) GPS OBS        
 KU5027
 KU5027.Superseded values are not recommended for survey control.
 KU5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5027.See file dsdata.txt to determine how the superseded data were derived.
 KU5027
 KU5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2451625735(NAD 83)
 KU5027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5027_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5027_STAMPING: 14E22NAZ
 KU5027_MARK LOGO: NYDPW 
 KU5027_PROJECTION: RECESSED 8 CENTIMETERS
 KU5027_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5027+STABILITY: POSITION/ELEVATION WELL
 KU5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5027+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1990
 KU5027_ROD/PIPE-DEPTH: 20.6 meters
 KU5027_SLEEVE-DEPTH  : 1.52 meters
 KU5027
 KU5027  HISTORY     - Date     Condition        Report By
 KU5027  HISTORY     - 1989     MONUMENTED       SBAS
 KU5027  HISTORY     - 19900530 GOOD
 KU5027
 KU5027                          STATION DESCRIPTION
 KU5027
 KU5027'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5027'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 21 FEET
 KU5027'(6.4 M) NORTH WEST OF THE CENTERLINE OF HARBOR ROAD AND 840 FEET
 KU5027'(256.0 M) NORTH EAST OF THE CENTERLINE OF EAST MAIN STREET,IN THE
 KU5027'CONCRETE SIDEWALK.
 KU5027'THE LOCATION TIES ARE 62.8 FEET (19.1 M) FROM THE CORNER OF HOUSE
 KU5027'NUMBER 55 BY THE FRONT ENTRANCE STEPS, 54.1 FEET (16.5 M) FROM THE
 KU5027'SOUTH EAST CORNER OF HOUSE NUMBER 57 AND 28.8 FEET (8.8 M) FROM THE
 KU5027'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 25.
 KU5027
 KU5027                          STATION RECOVERY (1990)
 KU5027
 KU5027'RECOVERED 1990
 KU5027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5011 ***********************************************************************
 KU5011  DESIGNATION -  14E 24N
 KU5011  PID         -  KU5011
 KU5011  STATE/COUNTY-  NY/NASSAU
 KU5011  USGS QUAD   -  BAYVILLE (1975)
 KU5011
 KU5011                         *CURRENT SURVEY CONTROL
 KU5011  ___________________________________________________________________
 KU5011* NAD 83(1996)-  40 54 12.92196(N)    073 30 48.96423(W)     ADJUSTED  
 KU5011* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 KU5011  ___________________________________________________________________
 KU5011  X           -   1,370,012.136 (meters)                     COMP
 KU5011  Y           -  -4,629,118.453 (meters)                     COMP
 KU5011  Z           -   4,154,324.996 (meters)                     COMP
 KU5011  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KU5011  ELLIP HEIGHT-         -18.12  (meters)          (12/03/02) GPS OBS
 KU5011  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KU5011
 KU5011  HORZ ORDER  -  FIRST
 KU5011  ELLP ORDER  -  FOURTH    CLASS II
 KU5011
 KU5011.The horizontal coordinates were established by GPS observations
 KU5011.and adjusted by the National Geodetic Survey in January 1999..
 KU5011
 KU5011.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5011
 KU5011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5011
 KU5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5011
 KU5011.The ellipsoidal height was determined by GPS observations
 KU5011.and is referenced to NAD 83.
 KU5011
 KU5011.The geoid height was determined by GEOID03.
 KU5011
 KU5011;                    North         East     Units Scale Factor Converg.
 KU5011;SPC NY L     -    81,946.694   340,982.426   MT  0.99999533   +0 19 05.3
 KU5011;SPC NY L     -   268,853.45  1,118,706.51   sFT  0.99999533   +0 19 05.3
 KU5011;UTM  18      - 4,529,118.107   625,192.424   MT  0.99979291   +0 58 24.2
 KU5011
 KU5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5011!SPC NY L     -   1.00000284  x   0.99999533  =   0.99999817
 KU5011!UTM  18      -   1.00000284  x   0.99979291  =   0.99979575
 KU5011
 KU5011|---------------------------------------------------------------------|
 KU5011| PID    Reference Object                     Distance      Geod. Az  |
 KU5011|                                                           dddmmss.s |
 KU5011| KU5028 14E 24N AZ                          113.637 METERS 07433     |
 KU5011|---------------------------------------------------------------------|
 KU5011
 KU5011                          SUPERSEDED SURVEY CONTROL
 KU5011
 KU5011  ELLIP H (01/11/99)  -18.12   (m)                       GP(       ) 4 1
 KU5011  NAD 83(1996)-  40 54 12.92484(N)    073 30 48.96320(W) AD(       ) 1
 KU5011  NAD 83(1992)-  40 54 12.92470(N)    073 30 48.96296(W) AD(       ) 1
 KU5011  NAD 83(1986)-  40 54 12.92567(N)    073 30 48.96476(W) AD(       ) 1
 KU5011  NGVD 29 (03/24/92)   12.9    (m)           42.     (f) GPS OBS        
 KU5011
 KU5011.Superseded values are not recommended for survey control.
 KU5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5011.See file dsdata.txt to determine how the superseded data were derived.
 KU5011
 KU5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2519229118(NAD 83)
 KU5011_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5011_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5011_STAMPING: 14E24N
 KU5011_MARK LOGO: NYDPW 
 KU5011_PROJECTION: RECESSED 8 CENTIMETERS
 KU5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5011+STABILITY: POSITION/ELEVATION WELL
 KU5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5011+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 KU5011_ROD/PIPE-DEPTH: 15.1 meters
 KU5011_SLEEVE-DEPTH  : 1.52 meters
 KU5011
 KU5011  HISTORY     - Date     Condition        Report By
 KU5011  HISTORY     - 1989     MONUMENTED       SBAS
 KU5011  HISTORY     - 19900130 GOOD
 KU5011
 KU5011                          STATION DESCRIPTION
 KU5011
 KU5011'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5011'THE POINT IS LOCATED IN CENTRE ISLAND, TOWN OF OYSTER BAY, 8 FEET
 KU5011'(2.4 M) NORTH OF THE CENTERLINE OF SEWANHAKA ROAD AND 0.4 MILES
 KU5011'(0.6 KM) ALONG SEWANHAKA ROAD FROM THE INTERSECTION WITH CENTRE
 KU5011'ISLAND ROAD,IN THE PAVED ROADWAY.
 KU5011'THE LOCATION TIES ARE 31.3 FEET (9.5 M) FROM THE LONG ISLAND LIGHTING
 KU5011'COMPANY UTILITY POLE NUMBER 75, 33.8 FEET (10.3 M) FROM THE NORTHERLY
 KU5011'UTILITY POLE, AND 53.6 FEET (16.3 M) FROM THE SOUTH WESTERLY UTILITY
 KU5011'POLE.
 KU5011
 KU5011                          STATION RECOVERY (1990)
 KU5011
 KU5011'RECOVERED 1990
 KU5011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5028 ***********************************************************************
 KU5028  DESIGNATION -  14E 24N AZ
 KU5028  PID         -  KU5028
 KU5028  STATE/COUNTY-  NY/NASSAU
 KU5028  USGS QUAD   -  BAYVILLE (1975)
 KU5028
 KU5028                         *CURRENT SURVEY CONTROL
 KU5028  ___________________________________________________________________
 KU5028* NAD 83(1996)-  40 54 13.90379(N)    073 30 44.28460(W)     ADJUSTED  
 KU5028* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 KU5028  ___________________________________________________________________
 KU5028  X           -   1,370,110.484 (meters)                     COMP
 KU5028  Y           -  -4,629,064.817 (meters)                     COMP
 KU5028  Z           -   4,154,344.692 (meters)                     COMP
 KU5028  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KU5028  ELLIP HEIGHT-         -23.00  (meters)          (12/03/02) GPS OBS
 KU5028  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU5028
 KU5028  HORZ ORDER  -  FIRST
 KU5028  ELLP ORDER  -  FOURTH    CLASS II
 KU5028
 KU5028.The horizontal coordinates were established by GPS observations
 KU5028.and adjusted by the National Geodetic Survey in January 1999..
 KU5028
 KU5028.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5028
 KU5028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5028
 KU5028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5028
 KU5028.The ellipsoidal height was determined by GPS observations
 KU5028.and is referenced to NAD 83.
 KU5028
 KU5028.The geoid height was determined by GEOID03.
 KU5028
 KU5028;                    North         East     Units Scale Factor Converg.
 KU5028;SPC NY L     -    81,977.590   341,091.782   MT  0.99999534   +0 19 08.4
 KU5028;SPC NY L     -   268,954.81  1,119,065.29   sFT  0.99999534   +0 19 08.4
 KU5028;UTM  18      - 4,529,150.245   625,301.397   MT  0.99979324   +0 58 27.3
 KU5028
 KU5028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5028!SPC NY L     -   1.00000361  x   0.99999534  =   0.99999895
 KU5028!UTM  18      -   1.00000361  x   0.99979324  =   0.99979685
 KU5028
 KU5028|---------------------------------------------------------------------|
 KU5028| PID    Reference Object                     Distance      Geod. Az  |
 KU5028|                                                           dddmmss.s |
 KU5028| KU5011 14E 24N                             113.637 METERS 25433     |
 KU5028|---------------------------------------------------------------------|
 KU5028
 KU5028                          SUPERSEDED SURVEY CONTROL
 KU5028
 KU5028  ELLIP H (01/11/99)  -22.99   (m)                       GP(       ) 4 1
 KU5028  NAD 83(1996)-  40 54 13.90668(N)    073 30 44.28357(W) AD(       ) 1
 KU5028  NAD 83(1992)-  40 54 13.90654(N)    073 30 44.28333(W) AD(       ) 1
 KU5028  NAD 83(1986)-  40 54 13.90744(N)    073 30 44.28515(W) AD(       ) 1
 KU5028  NGVD 29 (03/24/92)    8.0    (m)           26.     (f) GPS OBS        
 KU5028
 KU5028.Superseded values are not recommended for survey control.
 KU5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5028.See file dsdata.txt to determine how the superseded data were derived.
 KU5028
 KU5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2530129150(NAD 83)
 KU5028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5028_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5028_STAMPING: 14E24NAZ
 KU5028_MARK LOGO: NYDPW 
 KU5028_PROJECTION: RECESSED 8 CENTIMETERS
 KU5028_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5028+STABILITY: POSITION/ELEVATION WELL
 KU5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5028+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 KU5028_ROD/PIPE-DEPTH: 20.6 meters
 KU5028_SLEEVE-DEPTH  : 1.52 meters
 KU5028
 KU5028  HISTORY     - Date     Condition        Report By
 KU5028  HISTORY     - 1989     MONUMENTED       SBAS
 KU5028  HISTORY     - 19900628 GOOD
 KU5028
 KU5028                          STATION DESCRIPTION
 KU5028
 KU5028'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5028'THE POINT IS LOCATED IN CENTRE ISLAND, TOWN OF OYSTER BAY, 7 FEET
 KU5028'(2.1 M) NORTH OF THE CENTERLINE OF SEAWANHAKA ROAD AND 0.5 MILES
 KU5028'(0.8 KM) EAST ON SEAWANHAKA ROAD FROM THE INTERSECTION WITH CENTRE
 KU5028'ISLAND ROAD,IN THE PAVED ROADWAY.
 KU5028'THE LOCATION TIES ARE 54.7 FEET (16.7 M) FROM THE NEW YORK TELEPHONE
 KU5028'UTILITY POLE NUMBER 19S, 52.8 FEET (16.1 M) FROM THE NEW YORK
 KU5028'TELEPHONE UTILITY POLE NUMBER 19 AND 55.6 FEET (16.9 M) FROM THE
 KU5028'CATCH BASIN.
 KU5028
 KU5028                          STATION RECOVERY (1990)
 KU5028
 KU5028'RECOVERED 1990
 KU5028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0786 ***********************************************************************
 PH0786  DESIGNATION -  15
 PH0786  PID         -  PH0786
 PH0786  STATE/COUNTY-  NY/ST LAWRENCE
 PH0786  USGS QUAD   -  RED MILLS (1963)
 PH0786
 PH0786                         *CURRENT SURVEY CONTROL
 PH0786  ___________________________________________________________________
 PH0786* NAD 83(1986)-  44 45 41.     (N)    075 22 49.     (W)     SCALED    
 PH0786* NAVD 88     -        84.851  (meters)     278.38   (feet)  ADJUSTED  
 PH0786  ___________________________________________________________________
 PH0786  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 PH0786  DYNAMIC HT  -          84.846 (meters)     278.37  (feet)  COMP
 PH0786  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 PH0786
 PH0786  VERT ORDER  -  SECOND    CLASS 0
 PH0786
 PH0786.The horizontal coordinates were scaled from a topographic map and have
 PH0786.an estimated accuracy of +/- 6 seconds.
 PH0786
 PH0786.The orthometric height was determined by differential leveling
 PH0786.and adjusted by the National Geodetic Survey in June 1991..
 PH0786
 PH0786.The geoid height was determined by GEOID03.
 PH0786
 PH0786.The dynamic height is computed by dividing the NAVD 88
 PH0786.geopotential number by the normal gravity value computed on the
 PH0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0786.degrees latitude (g = 980.6199 gals.).
 PH0786
 PH0786.The modeled gravity was interpolated from observed gravity values.
 PH0786
 PH0786;                    North         East    Units  Estimated Accuracy
 PH0786;SPC NY E     -   658,740.       80,310.      MT  (+/- 180 meters Scaled)
 PH0786
 PH0786                          SUPERSEDED SURVEY CONTROL
 PH0786
 PH0786  NGVD 29 (??/??/92)   84.984  (m)          278.82   (f) ADJ UNCH    2 0
 PH0786
 PH0786.Superseded values are not recommended for survey control.
 PH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0786.See file dsdata.txt to determine how the superseded data were derived.
 PH0786
 PH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ699565(NAD 83)
 PH0786_MARKER: B = BOLT
 PH0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0786_SP_SET: STONE
 PH0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0786+STABILITY: SURFACE MOTION
 PH0786
 PH0786  HISTORY     - Date     Condition        Report By
 PH0786  HISTORY     - UNK      MONUMENTED       USLS
 PH0786  HISTORY     - 1943     GOOD             NGS
 PH0786  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0786
 PH0786                          STATION DESCRIPTION
 PH0786
 PH0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0786'0.5 MI NE FROM RED MILLS.
 PH0786'ABOUT 0.5 MILE NORTHEAST ALONG RIVER ROAD FROM THE GENERAL STORE AT
 PH0786'RED MILLS, ST. LAWRENCE COUNTY, IN THE NORTHWEST WALL OF THE OLD STONE
 PH0786'EPISCOPAL CHURCH, 0.9 FOOT FROM THE WEST CORNER OF THE CHURCH, IN A
 PH0786'CORNER-STONE, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 PH0786'ABOUT 2.5 FEET ABOVE THE GROUND.  THE CENTER-PUNCH MARK IN THE END OF
 PH0786'A 1/4-INCH BRASS BOLT NEAR THE CHISELED INSCRIPTION BM 15.
 PH0786
 PH0786                          STATION RECOVERY (1989)
 PH0786
 PH0786'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1462 ***********************************************************************
 LX1462  DESIGNATION -  15 R=SERIAL 1608
 LX1462  PID         -  LX1462
 LX1462  STATE/COUNTY-  NY/DUTCHESS
 LX1462  USGS QUAD   -  KINGSTON EAST (1980)
 LX1462
 LX1462                         *CURRENT SURVEY CONTROL
 LX1462  ___________________________________________________________________
 LX1462* NAD 83(1986)-  41 57 04.     (N)    073 56 43.     (W)     SCALED    
 LX1462* NAVD 88     -         2.556  (meters)       8.39   (feet)  ADJUSTED  
 LX1462  ___________________________________________________________________
 LX1462  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX1462  DYNAMIC HT  -           2.555 (meters)       8.38  (feet)  COMP
 LX1462  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 LX1462
 LX1462  VERT ORDER  -  FIRST     CLASS II
 LX1462
 LX1462.The horizontal coordinates were scaled from a topographic map and have
 LX1462.an estimated accuracy of +/- 6 seconds.
 LX1462
 LX1462.The orthometric height was determined by differential leveling
 LX1462.and adjusted by the National Geodetic Survey in June 1991..
 LX1462
 LX1462.The geoid height was determined by GEOID03.
 LX1462
 LX1462.The dynamic height is computed by dividing the NAVD 88
 LX1462.geopotential number by the normal gravity value computed on the
 LX1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1462.degrees latitude (g = 980.6199 gals.).
 LX1462
 LX1462.The modeled gravity was interpolated from observed gravity values.
 LX1462
 LX1462;                    North         East    Units  Estimated Accuracy
 LX1462;SPC NY E     -   346,320.      195,990.      MT  (+/- 180 meters Scaled)
 LX1462
 LX1462                          SUPERSEDED SURVEY CONTROL
 LX1462
 LX1462  NGVD 29 (??/??/92)    2.801  (m)            9.19   (f) ADJ UNCH    1 2
 LX1462
 LX1462.Superseded values are not recommended for survey control.
 LX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1462.See file dsdata.txt to determine how the superseded data were derived.
 LX1462
 LX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM874448(NAD 83)
 LX1462_MARKER: Q = CHISELED SQUARE
 LX1462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1462_SP_SET: CONCRETE BUMPER BASE
 LX1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1462
 LX1462  HISTORY     - Date     Condition        Report By
 LX1462  HISTORY     - UNK      MONUMENTED       DOD
 LX1462  HISTORY     - 1955     GOOD             NGS
 LX1462
 LX1462                          STATION DESCRIPTION
 LX1462
 LX1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1462'2.2 MI N FROM RHINECLIFF.
 LX1462'ABOUT 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1462'THE STATION AT RHINECLIFF, ABOUT 0.35 MILE NORTH OF MILE POST
 LX1462'NY 91, A 1 1/2-INCH OUTLINED SQUARE ON THE TOP OF THE SOUTHWEST
 LX1462'CORNER OF BASE OF AN ABANDONED CONCRETE BUMPER FOR MARINE
 LX1462'RAILWAY, 44 1/4 FEET WEST OF WEST RAIL OF WEST TRACK, 72 FEET
 LX1462'SOUTHWEST OF SOUTHEAST CORNER OF WEST CONCRETE RETAINING WALL
 LX1462'OF SOUTH ENTRANCE TO A TUNNEL, AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1085 ***********************************************************************
 PG1085  DESIGNATION -  15 SKS USGS
 PG1085  PID         -  PG1085
 PG1085  STATE/COUNTY-  NY/CLINTON
 PG1085  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1085
 PG1085                         *CURRENT SURVEY CONTROL
 PG1085  ___________________________________________________________________
 PG1085* NAD 83(1986)-  44 53 31.     (N)    073 50 27.     (W)     SCALED    
 PG1085* NAVD 88     -       294.306  (meters)     965.57   (feet)  ADJUSTED  
 PG1085  ___________________________________________________________________
 PG1085  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PG1085  DYNAMIC HT  -         294.288 (meters)     965.51  (feet)  COMP
 PG1085  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 PG1085
 PG1085  VERT ORDER  -  FIRST     CLASS I
 PG1085
 PG1085.The horizontal coordinates were scaled from a topographic map and have
 PG1085.an estimated accuracy of +/- 6 seconds.
 PG1085
 PG1085.The orthometric height was determined by differential leveling
 PG1085.and adjusted by the National Geodetic Survey in June 1991..
 PG1085
 PG1085.The geoid height was determined by GEOID03.
 PG1085
 PG1085.The dynamic height is computed by dividing the NAVD 88
 PG1085.geopotential number by the normal gravity value computed on the
 PG1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1085.degrees latitude (g = 980.6199 gals.).
 PG1085
 PG1085.The modeled gravity was interpolated from observed gravity values.
 PG1085
 PG1085;                    North         East    Units  Estimated Accuracy
 PG1085;SPC NY E     -   673,080.      202,070.      MT  (+/- 180 meters Scaled)
 PG1085
 PG1085                          SUPERSEDED SURVEY CONTROL
 PG1085
 PG1085  NGVD 29 (??/??/92)  294.38   (m)          965.8    (f) COMPUTED    1 1
 PG1085
 PG1085.Superseded values are not recommended for survey control.
 PG1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1085.See file dsdata.txt to determine how the superseded data were derived.
 PG1085
 PG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ915716(NAD 83)
 PG1085_MARKER: DD = SURVEY DISK
 PG1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1085_SP_SET: BRIDGE
 PG1085_STAMPING: 15 SKS TT 966 1960
 PG1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1085
 PG1085  HISTORY     - Date     Condition        Report By
 PG1085  HISTORY     - 1960     MONUMENTED       USGS
 PG1085  HISTORY     - 1973     GOOD             NGS
 PG1085
 PG1085                          STATION DESCRIPTION
 PG1085
 PG1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1085'IN ELLENBURG.
 PG1085'AT ELLENBURG, AT THE JUNCTION OF U. S. HIGHWAY 11 AND STATE HIGHWAY
 PG1085'190, IN THE TOP OF THE NORTH CONCRETE WING WALL FOR STATE HIGHWAY 190
 PG1085'BRIDGE OVER NORTH BRANCH GREAT RAPIDS RIVER, 53 FEET SOUTH OF THE
 PG1085'CENTER LINE OF U. S. HIGHWAY 11, 19 1/2 FEET NORTHWEST OF THE CENTER
 PG1085'LINE OF STATE HIGHWAY 190, ABOUT 300 FEET SOUTH OF AND ACROSS HIGHWAY
 PG1085'11 FROM ELLENBURG CENTRAL SCHOOL BUILDING, 3.4 FEET NORTHWEST OF THE
 PG1085'NORTHEAST END OF THE NORTHWEST STEEL BRIDGE BANISTER AND ABOUT LEVEL
 PG1085'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2624 ***********************************************************************
 OF2624  DESIGNATION -  1500
 OF2624  PID         -  OF2624
 OF2624  STATE/COUNTY-  NY/MONROE
 OF2624  USGS QUAD   -  HILTON (1976)
 OF2624
 OF2624                         *CURRENT SURVEY CONTROL
 OF2624  ___________________________________________________________________
 OF2624* NAD 83(1996)-  43 18 40.55574(N)    077 49 50.82267(W)     ADJUSTED  
 OF2624* NAVD 88     -        88.3    (meters)     290.     (feet)  VERTCON   
 OF2624  ___________________________________________________________________
 OF2624  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 OF2624  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2624
 OF2624  HORZ ORDER  -  SECOND
 OF2624
 OF2624.The horizontal coordinates were established by classical geodetic methods
 OF2624.and adjusted by the National Geodetic Survey in January 1999..
 OF2624
 OF2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2624
 OF2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2624
 OF2624.The geoid height was determined by GEOID03.
 OF2624
 OF2624;                    North         East     Units Scale Factor Converg.
 OF2624;SPC NY W     -   368,023.173   411,049.226   MT  0.99998333   +0 30 58.4
 OF2624;SPC NY W     - 1,207,422.69  1,348,584.00   sFT  0.99998333   +0 30 58.4
 OF2624;UTM  18      - 4,799,273.057   270,429.920   MT  1.00024835   -1 56 33.6
 OF2624
 OF2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2624!SPC NY W     -   0.99999176  x   0.99998333  =   0.99997509
 OF2624!UTM  18      -   0.99999176  x   1.00024835  =   1.00024011
 OF2624
 OF2624:                Primary Azimuth Mark                     Grid Az
 OF2624:SPC NY W     -  450 3                                    271 25 20.6
 OF2624:UTM  18      -  450 3                                    273 52 52.6
 OF2624
 OF2624|---------------------------------------------------------------------|
 OF2624| PID    Reference Object                     Distance      Geod. Az  |
 OF2624|                                                           dddmmss.s |
 OF2624| OF2626 450 3                               APPROX. 0.5 KM 2715619.0 |
 OF2624|---------------------------------------------------------------------|
 OF2624
 OF2624                          SUPERSEDED SURVEY CONTROL
 OF2624
 OF2624  NAD 83(1986)-  43 18 40.56254(N)    077 49 50.82169(W) AD(       ) 2
 OF2624  NAD 27      -  43 18 40.34715(N)    077 49 51.78393(W) AD(       ) 2
 OF2624  NGVD 29 (07/19/86)   88.5    (m)          290.     (f) VERT ANG       
 OF2624
 OF2624.Superseded values are not recommended for survey control.
 OF2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2624.See file dsdata.txt to determine how the superseded data were derived.
 OF2624
 OF2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7043099273(NAD 83)
 OF2624_MARKER: DE = TRAVERSE STATION DISK
 OF2624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF2624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2624+STABILITY: SURFACE MOTION
 OF2624
 OF2624  HISTORY     - Date     Condition        Report By
 OF2624  HISTORY     - 1974     MONUMENTED       NY-055
 OF2624  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 OF2624
 OF2624                          STATION DESCRIPTION
 OF2624
 OF2624'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2624'IN HAMLIN ON N SIDE OF BRICK SCHOOLHOUSE RD, 0.45 MI W OF PARMA HAMLIN
 OF2624'TOWN LINE RD, 18.0 FT N OF CL OF BRICK SCHOOLHOUSE RD IN NE END OF
 OF2624'HEADWALL, 3.0 FT N OF S EDGE OF CONCRETE HEADWALL OVER CREEK, 7.0 FT S
 OF2624'OF N EDGE OF HEADWALL, AND 3.1 FT W OF E EDGE OF HEADWALL.  STATION IS
 OF2624'A STANDARD MCGS DISK STAMPED---1500---IMBEDDED IN CONCRETE HEADWALL.
 OF2624
 OF2624                          STATION RECOVERY (1995)
 OF2624
 OF2624'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2582 ***********************************************************************
 OF2582  DESIGNATION -  1501
 OF2582  PID         -  OF2582
 OF2582  STATE/COUNTY-  NY/MONROE
 OF2582  USGS QUAD   -  HILTON (1976)
 OF2582
 OF2582                         *CURRENT SURVEY CONTROL
 OF2582  ___________________________________________________________________
 OF2582* NAD 83(1996)-  43 17 14.17693(N)    077 49 57.48469(W)     ADJUSTED  
 OF2582* NAVD 88     -        91.8    (meters)     301.     (feet)  VERTCON   
 OF2582  ___________________________________________________________________
 OF2582  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OF2582  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2582
 OF2582  HORZ ORDER  -  SECOND
 OF2582
 OF2582.The horizontal coordinates were established by classical geodetic methods
 OF2582.and adjusted by the National Geodetic Survey in January 1999..
 OF2582
 OF2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2582
 OF2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2582
 OF2582.The geoid height was determined by GEOID03.
 OF2582
 OF2582;                    North         East     Units Scale Factor Converg.
 OF2582;SPC NY W     -   365,356.263   410,923.055   MT  0.99998314   +0 30 53.1
 OF2582;SPC NY W     - 1,198,673.01  1,348,170.06   sFT  0.99998314   +0 30 53.1
 OF2582;UTM  18      - 4,796,613.307   270,189.409   MT  1.00024971   -1 56 35.0
 OF2582
 OF2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2582!SPC NY W     -   0.99999120  x   0.99998314  =   0.99997434
 OF2582!UTM  18      -   0.99999120  x   1.00024971  =   1.00024091
 OF2582
 OF2582:                Primary Azimuth Mark                     Grid Az
 OF2582:SPC NY W     -  2940                                     087 30 12.5
 OF2582:UTM  18      -  2940                                     089 57 40.6
 OF2582
 OF2582|---------------------------------------------------------------------|
 OF2582| PID    Reference Object                     Distance      Geod. Az  |
 OF2582|                                                           dddmmss.s |
 OF2582| OF2584 2940                                APPROX. 1.5 KM 0880105.6 |
 OF2582|---------------------------------------------------------------------|
 OF2582
 OF2582                          SUPERSEDED SURVEY CONTROL
 OF2582
 OF2582  NAD 83(1986)-  43 17 14.18368(N)    077 49 57.48376(W) AD(       ) 2
 OF2582  NAD 27      -  43 17 13.96662(N)    077 49 58.44730(W) AD(       ) 2
 OF2582  NGVD 29 (07/19/86)   92.0    (m)          302.     (f) VERT ANG       
 OF2582
 OF2582.Superseded values are not recommended for survey control.
 OF2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2582.See file dsdata.txt to determine how the superseded data were derived.
 OF2582
 OF2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7018996613(NAD 83)
 OF2582_MARKER: DE = TRAVERSE STATION DISK
 OF2582_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2582
 OF2582  HISTORY     - Date     Condition        Report By
 OF2582  HISTORY     - 1974     MONUMENTED       NY-055
 OF2582
 OF2582                          STATION DESCRIPTION
 OF2582
 OF2582'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2582'IN HAMLIN ON W SIDE OF HAMLIN PARMA TOWN LINE RD AT WEST AVE, 18.4 FT
 OF2582'W OF CL OF HAMLIN PARMA TOWN LINE RD, 7.2 FT W OF EDGE OF PAVEMENT,
 OF2582'38.0 FT N OF UTILITY POLE RGE 116A, AND 1.7 FT N OF MONROE COUNTY
 OF2582'WITNESS POST ON TRAFFIC SIGN.  STATION IS A STANDARD MCGS DISK
 OF2582'STAMPED---1501---IN CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2627 ***********************************************************************
 OF2627  DESIGNATION -  1502
 OF2627  PID         -  OF2627
 OF2627  STATE/COUNTY-  NY/MONROE
 OF2627  USGS QUAD   -  HILTON (1976)
 OF2627
 OF2627                         *CURRENT SURVEY CONTROL
 OF2627  ___________________________________________________________________
 OF2627* NAD 83(1996)-  43 18 41.38168(N)    077 50 49.50943(W)     ADJUSTED  
 OF2627* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 OF2627  ___________________________________________________________________
 OF2627  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OF2627  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF2627
 OF2627  HORZ ORDER  -  SECOND
 OF2627
 OF2627.The horizontal coordinates were established by classical geodetic methods
 OF2627.and adjusted by the National Geodetic Survey in January 1999..
 OF2627
 OF2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2627
 OF2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2627
 OF2627.The geoid height was determined by GEOID03.
 OF2627
 OF2627;                    North         East     Units Scale Factor Converg.
 OF2627;SPC NY W     -   368,036.874   409,726.536   MT  0.99998137   +0 30 18.2
 OF2627;SPC NY W     - 1,207,467.64  1,344,244.48   sFT  0.99998137   +0 30 18.2
 OF2627;UTM  18      - 4,799,343.512   269,108.679   MT  1.00025583   -1 57 13.9
 OF2627
 OF2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2627!SPC NY W     -   0.99999164  x   0.99998137  =   0.99997301
 OF2627!UTM  18      -   0.99999164  x   1.00025583  =   1.00024747
 OF2627
 OF2627:                Primary Azimuth Mark                     Grid Az
 OF2627:SPC NY W     -  450 1                                    272 40 29.3
 OF2627:UTM  18      -  450 1                                    275 08 01.4
 OF2627
 OF2627|---------------------------------------------------------------------|
 OF2627| PID    Reference Object                     Distance      Geod. Az  |
 OF2627|                                                           dddmmss.s |
 OF2627| OF2629 450 1                               APPROX. 0.6 KM 2731047.5 |
 OF2627|---------------------------------------------------------------------|
 OF2627
 OF2627                          SUPERSEDED SURVEY CONTROL
 OF2627
 OF2627  NAD 83(1986)-  43 18 41.38858(N)    077 50 49.50852(W) AD(       ) 2
 OF2627  NAD 27      -  43 18 41.17349(N)    077 50 50.46888(W) AD(       ) 2
 OF2627  NGVD 29 (07/19/86)   89.2    (m)          293.     (f) VERT ANG       
 OF2627
 OF2627.Superseded values are not recommended for survey control.
 OF2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2627.See file dsdata.txt to determine how the superseded data were derived.
 OF2627
 OF2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6910999344(NAD 83)
 OF2627_MARKER: DE = TRAVERSE STATION DISK
 OF2627_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2627
 OF2627  HISTORY     - Date     Condition        Report By
 OF2627  HISTORY     - 1974     MONUMENTED       NY-055
 OF2627
 OF2627                          STATION DESCRIPTION
 OF2627
 OF2627'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2627'IN HAMLIN ON S SIDE OF BRICK SCHOOLHOUSE RD, 0.65 MI E OF WALKER LAKE
 OF2627'ONTARIO RD, 1.25 MI W OF HAMLIN PARMA TOWN LINE RD, 14.6 FT S OF CL OF
 OF2627'BRICK SCHOOLHOUSE RD, 4.2 FT S OF EDGE OF PAVEMENT, 75.5 FT E OF
 OF2627'UTILITY POLE NMJ, AND 5.5 FT N OF MONROE COUNTY WITNESS POST.  STATION
 OF2627'IS A STANDARD MCGS DISK STAMPED---1502---IN CONCRETE POST 0.6 FT BELOW
 OF2627'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0383 ***********************************************************************
 PH0383  DESIGNATION -  1502 PTS 4
 PH0383  PID         -  PH0383
 PH0383  STATE/COUNTY-  NY/ST LAWRENCE
 PH0383  USGS QUAD   -  CRANBERRY LAKE (1968)
 PH0383
 PH0383                         *CURRENT SURVEY CONTROL
 PH0383  ___________________________________________________________________
 PH0383* NAD 83(1986)-  44 13 11.     (N)    074 50 00.     (W)     SCALED    
 PH0383* NAVD 88     -       457.962  (meters)    1502.50   (feet)  ADJUSTED  
 PH0383  ___________________________________________________________________
 PH0383  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PH0383  DYNAMIC HT  -         457.879 (meters)    1502.22  (feet)  COMP
 PH0383  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 PH0383
 PH0383  VERT ORDER  -  SECOND    CLASS 0
 PH0383
 PH0383.The horizontal coordinates were scaled from a topographic map and have
 PH0383.an estimated accuracy of +/- 6 seconds.
 PH0383
 PH0383.The orthometric height was determined by differential leveling
 PH0383.and adjusted by the National Geodetic Survey in June 1991..
 PH0383
 PH0383.The geoid height was determined by GEOID03.
 PH0383
 PH0383.The dynamic height is computed by dividing the NAVD 88
 PH0383.geopotential number by the normal gravity value computed on the
 PH0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0383.degrees latitude (g = 980.6199 gals.).
 PH0383
 PH0383.The modeled gravity was interpolated from observed gravity values.
 PH0383
 PH0383;                    North         East    Units  Estimated Accuracy
 PH0383;SPC NY E     -   598,230.      123,370.      MT  (+/- 180 meters Scaled)
 PH0383
 PH0383                          SUPERSEDED SURVEY CONTROL
 PH0383
 PH0383  NGVD 29 (??/??/92)  458.052  (m)         1502.79   (f) ADJ UNCH    2 0
 PH0383
 PH0383.Superseded values are not recommended for survey control.
 PH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0383.See file dsdata.txt to determine how the superseded data were derived.
 PH0383
 PH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP133962(NAD 83)
 PH0383_MARKER: DD = SURVEY DISK
 PH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0383_STAMPING: PRIM TRAV. STA. 4 1916
 PH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0383+STABILITY: SURFACE MOTION
 PH0383
 PH0383  HISTORY     - Date     Condition        Report By
 PH0383  HISTORY     - 1916     MONUMENTED       USGS
 PH0383  HISTORY     - 1935     GOOD             NGS
 PH0383  HISTORY     - 1970     GOOD             LDA
 PH0383
 PH0383                          STATION DESCRIPTION
 PH0383
 PH0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0383'IN CRANBERRY LAKE.
 PH0383'IS LOCATED 0.25 OF MILES SOUTH OF THE POST OFFICE. 70 FT. SOUTH OF THE
 PH0383'CENTER OF PORCH OF THE WHITE BIRCHES.  ON BANK OF A LAKE. AT EAST END
 PH0383'OF VILLAGE.  TABLET SET IN TOP OF 12 IN. CONCRETE POST 1 IN. HIGH.
 PH0383'(HAS BEEN BATTERED UP WITH AX UNTIL SOME OF THE LETTERS ARE
 PH0383'UNREADABLE).  NOTE-- 0.25 MI E ON RT NO. 3 TO PENNSYLVANIA AVE. TURN
 PH0383'RIGHT, COME TO SHARP BEND.  MARK IS SE TOWARDS THE LAKE, FOLLOW TOP OF
 PH0383'BANK 300 FT. TO BM.
 PH0383
 PH0383                          STATION RECOVERY (1970)
 PH0383
 PH0383'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 PH0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2630 ***********************************************************************
 OF2630  DESIGNATION -  1503
 OF2630  PID         -  OF2630
 OF2630  STATE/COUNTY-  NY/MONROE
 OF2630  USGS QUAD   -  HILTON (1976)
 OF2630
 OF2630                         *CURRENT SURVEY CONTROL
 OF2630  ___________________________________________________________________
 OF2630* NAD 83(1996)-  43 18 42.86038(N)    077 51 33.72936(W)     ADJUSTED  
 OF2630* NAVD 88     -        87.5    (meters)     287.     (feet)  VERTCON   
 OF2630  ___________________________________________________________________
 OF2630  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 OF2630  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2630
 OF2630  HORZ ORDER  -  SECOND
 OF2630
 OF2630.The horizontal coordinates were established by classical geodetic methods
 OF2630.and adjusted by the National Geodetic Survey in January 1999..
 OF2630
 OF2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2630
 OF2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2630
 OF2630.The geoid height was determined by GEOID03.
 OF2630
 OF2630;                    North         East     Units Scale Factor Converg.
 OF2630;SPC NY W     -   368,073.795   408,729.679   MT  0.99997991   +0 29 47.9
 OF2630;SPC NY W     - 1,207,588.78  1,340,973.96   sFT  0.99997991   +0 29 47.9
 OF2630;UTM  18      - 4,799,423.189   268,114.048   MT  1.00026150   -1 57 44.3
 OF2630
 OF2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2630!SPC NY W     -   0.99999188  x   0.99997991  =   0.99997179
 OF2630!UTM  18      -   0.99999188  x   1.00026150  =   1.00025338
 OF2630
 OF2630|---------------------------------------------------------------------|
 OF2630| PID    Reference Object                     Distance      Geod. Az  |
 OF2630|                                                           dddmmss.s |
 OF2630| OF2629 450 1                               369.376 METERS 09141     |
 OF2630| OF2631 469 7 1940                          APPROX. 0.6 KM 2712446.2 |
 OF2630|---------------------------------------------------------------------|
 OF2630
 OF2630                          SUPERSEDED SURVEY CONTROL
 OF2630
 OF2630  NAD 83(1986)-  43 18 42.86736(N)    077 51 33.72852(W) AD(       ) 2
 OF2630  NAD 27      -  43 18 42.65208(N)    077 51 34.68754(W) AD(       ) 2
 OF2630  NGVD 29 (07/19/86)   87.7    (m)          288.     (f) VERT ANG       
 OF2630
 OF2630.Superseded values are not recommended for survey control.
 OF2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2630.See file dsdata.txt to determine how the superseded data were derived.
 OF2630
 OF2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6811499423(NAD 83)
 OF2630_MARKER: DE = TRAVERSE STATION DISK
 OF2630_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2630
 OF2630  HISTORY     - Date     Condition        Report By
 OF2630  HISTORY     - 1974     MONUMENTED       NY-055
 OF2630
 OF2630                          STATION DESCRIPTION
 OF2630
 OF2630'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2630'IN HAMLIN ON NW SIDE OF INTERSETION OF BRICK SCHOOLHOUSE RD AND WALKER
 OF2630'LAKE ONTARIO RD, 13.0 FT N OF CL OF BRICK SCHOOLHOUSE RD, AND 19.0 FT
 OF2630'W OF CL OF WALKER LAKE ONTARIO RD.  STATION IS A STANDARD MCGS DISK
 OF2630'STAMPED---1503---IN CONCRETE POST COVERED 1.0 FT AND IN CAST IRON
 OF2630'FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2675 ***********************************************************************
 OF2675  DESIGNATION -  1504
 OF2675  PID         -  OF2675
 OF2675  STATE/COUNTY-  NY/MONROE
 OF2675  USGS QUAD   -  HAMLIN (1978)
 OF2675
 OF2675                         *CURRENT SURVEY CONTROL
 OF2675  ___________________________________________________________________
 OF2675* NAD 83(1996)-  43 18 48.05206(N)    077 54 25.44938(W)     ADJUSTED  
 OF2675* NAVD 88     -        94.2    (meters)     309.     (feet)  VERTCON   
 OF2675  ___________________________________________________________________
 OF2675  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 OF2675  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2675
 OF2675  HORZ ORDER  -  SECOND
 OF2675
 OF2675.The horizontal coordinates were established by classical geodetic methods
 OF2675.and adjusted by the National Geodetic Survey in January 1999..
 OF2675
 OF2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2675
 OF2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2675
 OF2675.The geoid height was determined by GEOID03.
 OF2675
 OF2675;                    North         East     Units Scale Factor Converg.
 OF2675;SPC NY W     -   368,201.568   404,858.833   MT  0.99997451   +0 27 50.1
 OF2675;SPC NY W     - 1,208,007.98  1,328,274.35   sFT  0.99997451   +0 27 50.1
 OF2675;UTM  18      - 4,799,717.008   264,251.107   MT  1.00028372   -1 59 42.5
 OF2675
 OF2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2675!SPC NY W     -   0.99999082  x   0.99997451  =   0.99996534
 OF2675!UTM  18      -   0.99999082  x   1.00028372  =   1.00027454
 OF2675
 OF2675:                Primary Azimuth Mark                     Grid Az
 OF2675:SPC NY W     -  469 1 NYGS 1969                          270 29 24.1
 OF2675:UTM  18      -  469 1 NYGS 1969                          272 56 56.7
 OF2675
 OF2675|---------------------------------------------------------------------|
 OF2675| PID    Reference Object                     Distance      Geod. Az  |
 OF2675|                                                           dddmmss.s |
 OF2675| OF2638 469 1 NYGS 1969                     APPROX. 0.8 KM 2705714.2 |
 OF2675|---------------------------------------------------------------------|
 OF2675
 OF2675                          SUPERSEDED SURVEY CONTROL
 OF2675
 OF2675  NAD 83(1986)-  43 18 48.05916(N)    077 54 25.44867(W) AD(       ) 2
 OF2675  NAD 27      -  43 18 47.84431(N)    077 54 26.40172(W) AD(       ) 2
 OF2675  NGVD 29 (07/19/86)   94.4    (m)          310.     (f) VERT ANG       
 OF2675
 OF2675.Superseded values are not recommended for survey control.
 OF2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2675.See file dsdata.txt to determine how the superseded data were derived.
 OF2675
 OF2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6425199717(NAD 83)
 OF2675_MARKER: DE = TRAVERSE STATION DISK
 OF2675_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2675
 OF2675  HISTORY     - Date     Condition        Report By
 OF2675  HISTORY     - 1974     MONUMENTED       NY-055
 OF2675
 OF2675                          STATION DESCRIPTION
 OF2675
 OF2675'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2675'IN HAMLIN ON N SIDE OF BRICK SCHOOLHOUSE RD, 0.5 MI E OF LAKE RD E
 OF2675'FORK, 0.95 MI W OF WILDER RD, 14.2 FT N OF CL OF BRICK SCHOOLHOUSE RD,
 OF2675'4.2 FT N OF EDGE OF PAVEMENT, 34.1 FT NW OF UTILITY POLE RTC 16, AND
 OF2675'4.6 FT S OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS
 OF2675'DISK STAMPED---1504---IN CONCRETE POST 0.5 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2677 ***********************************************************************
 OF2677  DESIGNATION -  1505
 OF2677  PID         -  OF2677
 OF2677  STATE/COUNTY-  NY/MONROE
 OF2677  USGS QUAD   -  HAMLIN (1978)
 OF2677
 OF2677                         *CURRENT SURVEY CONTROL
 OF2677  ___________________________________________________________________
 OF2677* NAD 83(1996)-  43 18 48.65483(N)    077 55 26.29627(W)     ADJUSTED  
 OF2677* NAVD 88     -        97.4    (meters)     320.     (feet)  VERTCON   
 OF2677  ___________________________________________________________________
 OF2677  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 OF2677  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2677
 OF2677  HORZ ORDER  -  SECOND
 OF2677
 OF2677.The horizontal coordinates were established by classical geodetic methods
 OF2677.and adjusted by the National Geodetic Survey in January 1999..
 OF2677
 OF2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2677
 OF2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2677
 OF2677.The geoid height was determined by GEOID03.
 OF2677
 OF2677;                    North         East     Units Scale Factor Converg.
 OF2677;SPC NY W     -   368,209.206   403,487.592   MT  0.99997268   +0 27 08.4
 OF2677;SPC NY W     - 1,208,033.04  1,323,775.54   sFT  0.99997268   +0 27 08.4
 OF2677;UTM  18      - 4,799,783.493   262,881.027   MT  1.00029169   -2 00 24.3
 OF2677;UTM  17      - 4,800,226.838   749,450.755   MT  1.00036552   +2 06 40.4
 OF2677
 OF2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2677!SPC NY W     -   0.99999032  x   0.99997268  =   0.99996300
 OF2677!UTM  18      -   0.99999032  x   1.00029169  =   1.00028201
 OF2677!UTM  17      -   0.99999032  x   1.00036552  =   1.00035584
 OF2677
 OF2677:                Primary Azimuth Mark                     Grid Az
 OF2677:SPC NY W     -  1506                                     269 00 06.2
 OF2677:UTM  18      -  1506                                     271 27 38.9
 OF2677:UTM  17      -  1506                                     267 20 34.2
 OF2677
 OF2677|---------------------------------------------------------------------|
 OF2677| PID    Reference Object                     Distance      Geod. Az  |
 OF2677|                                                           dddmmss.s |
 OF2677| OF2676 1506                                APPROX. 0.9 KM 2692714.6 |
 OF2677|---------------------------------------------------------------------|
 OF2677
 OF2677                          SUPERSEDED SURVEY CONTROL
 OF2677
 OF2677  NAD 83(1986)-  43 18 48.66200(N)    077 55 26.29557(W) AD(       ) 2
 OF2677  NAD 27      -  43 18 48.44908(N)    077 55 27.24634(W) AD(       ) 2
 OF2677  NGVD 29 (07/19/86)   97.6    (m)          320.     (f) VERT ANG       
 OF2677
 OF2677.Superseded values are not recommended for survey control.
 OF2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2677.See file dsdata.txt to determine how the superseded data were derived.
 OF2677
 OF2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6288199783(NAD 83)
 OF2677_MARKER: DE = TRAVERSE STATION DISK
 OF2677_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2677
 OF2677  HISTORY     - Date     Condition        Report By
 OF2677  HISTORY     - 1974     MONUMENTED       NY-055
 OF2677
 OF2677                          STATION DESCRIPTION
 OF2677
 OF2677'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2677'IN HAMLIN IN SE CORNER OF INTERSECTION OF BRICK SCHOOLHOUSE RD AND
 OF2677'LAKE RD WEST FORK, 15.3 FT E OF CL OF LAKE RD WEST FORK, 17.3 FT S OF
 OF2677'CL OF BRICK SCHOOLHOUSE RD.  STATION IS A STANDARD MCGS DISK
 OF2677'STAMPED---1505---IN CONCRETE POST COVERED 0.6 FT IN CAST IRON FRAME
 OF2677'AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0208 ***********************************************************************
 OE0208  DESIGNATION -  1506
 OE0208  PID         -  OE0208
 OE0208  STATE/COUNTY-  NY/FULTON
 OE0208  USGS QUAD   -  GLOVERSVILLE (1970)
 OE0208
 OE0208                         *CURRENT SURVEY CONTROL
 OE0208  ___________________________________________________________________
 OE0208* NAD 83(1986)-  43 07 14.     (N)    074 21 59.     (W)     SCALED    
 OE0208* NAVD 88     -       458.947  (meters)    1505.73   (feet)  ADJUSTED  
 OE0208  ___________________________________________________________________
 OE0208  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 OE0208  DYNAMIC HT  -         458.817 (meters)    1505.30  (feet)  COMP
 OE0208  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 OE0208
 OE0208  VERT ORDER  -  SECOND    CLASS 0
 OE0208
 OE0208.The horizontal coordinates were scaled from a topographic map and have
 OE0208.an estimated accuracy of +/- 6 seconds.
 OE0208
 OE0208.The orthometric height was determined by differential leveling
 OE0208.and adjusted by the National Geodetic Survey in June 1991..
 OE0208
 OE0208.The geoid height was determined by GEOID03.
 OE0208
 OE0208.The dynamic height is computed by dividing the NAVD 88
 OE0208.geopotential number by the normal gravity value computed on the
 OE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0208.degrees latitude (g = 980.6199 gals.).
 OE0208
 OE0208.The modeled gravity was interpolated from observed gravity values.
 OE0208
 OE0208;                    North         East    Units  Estimated Accuracy
 OE0208;SPC NY E     -   476,070.      160,870.      MT  (+/- 180 meters Scaled)
 OE0208
 OE0208                          SUPERSEDED SURVEY CONTROL
 OE0208
 OE0208  NGVD 29 (??/??/92)  459.079  (m)         1506.16   (f) ADJ UNCH    2 0
 OE0208
 OE0208.Superseded values are not recommended for survey control.
 OE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0208.See file dsdata.txt to determine how the superseded data were derived.
 OE0208
 OE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN515743(NAD 83)
 OE0208_MARKER: DD = SURVEY DISK
 OE0208_SETTING: 80 = SET IN A BOULDER
 OE0208_SP_SET: BOULDER
 OE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0208+STABILITY: SURFACE MOTION
 OE0208
 OE0208  HISTORY     - Date     Condition        Report By
 OE0208  HISTORY     - UNK      MONUMENTED       USGS
 OE0208  HISTORY     - 1942     GOOD             NGS
 OE0208  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 OE0208
 OE0208                          STATION DESCRIPTION
 OE0208
 OE0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0208'6.7 MI N FROM GLOVERSVILLE.
 OE0208'6.6 MILES NORTH ALONG STATE HIGHWAY NO. 309 FROM THE FIRST M.E. CHURCH
 OE0208'AT GLOVERSVILLE, THENCE 0.1 MILE NORTHEAST ALONG A GRAVEL ROAD, 51
 OE0208'FEET NORTHWEST OF THE WEST CORNER OF THE BLEECKER SCHOOL, 28 FEET WEST
 OE0208'OF A FLAG POLE, AND 23 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL
 OE0208'ROAD.  A U.S.G.S. DISK, SET IN THE TOP OF AN OUTCROPPING BOULDER.
 OE0208
 OE0208                          STATION RECOVERY (2005)
 OE0208
 OE0208'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0208'FOUND BOULDER IN DESCRIBED LOCATION WITHOUT DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2676 ***********************************************************************
 OF2676  DESIGNATION -  1506
 OF2676  PID         -  OF2676
 OF2676  STATE/COUNTY-  NY/MONROE
 OF2676  USGS QUAD   -  HAMLIN (1978)
 OF2676
 OF2676                         *CURRENT SURVEY CONTROL
 OF2676  ___________________________________________________________________
 OF2676* NAD 83(1996)-  43 18 48.37677(N)    077 56 05.98413(W)     ADJUSTED  
 OF2676* NAVD 88     -        96.7    (meters)     317.     (feet)  VERTCON   
 OF2676  ___________________________________________________________________
 OF2676  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 OF2676  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2676
 OF2676  HORZ ORDER  -  SECOND
 OF2676
 OF2676.The horizontal coordinates were established by classical geodetic methods
 OF2676.and adjusted by the National Geodetic Survey in January 1999..
 OF2676
 OF2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2676
 OF2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2676
 OF2676.The geoid height was determined by GEOID03.
 OF2676
 OF2676;                    North         East     Units Scale Factor Converg.
 OF2676;SPC NY W     -   368,193.624   402,593.354   MT  0.99997151   +0 26 41.1
 OF2676;SPC NY W     - 1,207,981.91  1,320,841.70   sFT  0.99997151   +0 26 41.1
 OF2676;UTM  18      - 4,799,806.301   261,986.656   MT  1.00029692   -2 00 51.5
 OF2676;UTM  17      - 4,800,185.360   748,556.994   MT  1.00036004   +2 06 13.1
 OF2676
 OF2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2676!SPC NY W     -   0.99999043  x   0.99997151  =   0.99996194
 OF2676!UTM  18      -   0.99999043  x   1.00029692  =   1.00028735
 OF2676!UTM  17      -   0.99999043  x   1.00036004  =   1.00035047
 OF2676
 OF2676:                Primary Azimuth Mark                     Grid Az
 OF2676:SPC NY W     -  1507                                     271 13 10.3
 OF2676:UTM  18      -  1507                                     273 40 42.9
 OF2676:UTM  17      -  1507                                     269 33 38.3
 OF2676
 OF2676|---------------------------------------------------------------------|
 OF2676| PID    Reference Object                     Distance      Geod. Az  |
 OF2676|                                                           dddmmss.s |
 OF2676| OF2678 1507                                APPROX. 0.7 KM 2713951.4 |
 OF2676|---------------------------------------------------------------------|
 OF2676
 OF2676                          SUPERSEDED SURVEY CONTROL
 OF2676
 OF2676  NAD 83(1986)-  43 18 48.38396(N)    077 56 05.98343(W) AD(       ) 2
 OF2676  NAD 27      -  43 18 48.17231(N)    077 56 06.93266(W) AD(       ) 2
 OF2676  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 OF2676
 OF2676.Superseded values are not recommended for survey control.
 OF2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2676.See file dsdata.txt to determine how the superseded data were derived.
 OF2676
 OF2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6198799806(NAD 83)
 OF2676_MARKER: DE = TRAVERSE STATION DISK
 OF2676_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2676
 OF2676  HISTORY     - Date     Condition        Report By
 OF2676  HISTORY     - 1974     MONUMENTED       NY-055
 OF2676
 OF2676                          STATION DESCRIPTION
 OF2676
 OF2676'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2676'IN HAMLIN ON S SIDE OF BRICK SCHOOLHOUSE RD, 0.4 MI E OF DRAKE RD, 0.6
 OF2676'MI W OF LAKE RD WEST FORK, 14.6 FT S OF CL OF BRICK SCHOOLHOUSE RD,
 OF2676'2.0 FT S OF EDGE OF PAVEMENT, 17.6 FT W OF E RANGE LINE OF HSE NO 3979
 OF2676'AND 4.4 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2676'MCGS DISK STAMPED---1506---IN CONCRETE POST 0.3 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2678 ***********************************************************************
 OF2678  DESIGNATION -  1507
 OF2678  PID         -  OF2678
 OF2678  STATE/COUNTY-  NY/MONROE
 OF2678  USGS QUAD   -  HAMLIN (1978)
 OF2678
 OF2678                         *CURRENT SURVEY CONTROL
 OF2678  ___________________________________________________________________
 OF2678* NAD 83(1996)-  43 18 48.99555(N)    077 56 35.19801(W)     ADJUSTED  
 OF2678* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 OF2678  ___________________________________________________________________
 OF2678  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 OF2678  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2678
 OF2678  HORZ ORDER  -  SECOND
 OF2678
 OF2678.The horizontal coordinates were established by classical geodetic methods
 OF2678.and adjusted by the National Geodetic Survey in January 1999..
 OF2678
 OF2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2678
 OF2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2678
 OF2678.The geoid height was determined by GEOID03.
 OF2678
 OF2678;                    North         East     Units Scale Factor Converg.
 OF2678;SPC NY W     -   368,207.641   401,934.917   MT  0.99997067   +0 26 21.1
 OF2678;SPC NY W     - 1,208,027.90  1,318,681.47   sFT  0.99997067   +0 26 21.1
 OF2678;UTM  18      - 4,799,848.570   261,329.211   MT  1.00030078   -2 01 11.6
 OF2678;UTM  17      - 4,800,180.308   747,898.173   MT  1.00035602   +2 05 53.0
 OF2678
 OF2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2678!SPC NY W     -   0.99999071  x   0.99997067  =   0.99996139
 OF2678!UTM  18      -   0.99999071  x   1.00030078  =   1.00029149
 OF2678!UTM  17      -   0.99999071  x   1.00035602  =   1.00034673
 OF2678
 OF2678:                Primary Azimuth Mark                     Grid Az
 OF2678:SPC NY W     -  1508                                     180 56 54.9
 OF2678:UTM  18      -  1508                                     183 24 27.6
 OF2678:UTM  17      -  1508                                     179 17 23.0
 OF2678
 OF2678|---------------------------------------------------------------------|
 OF2678| PID    Reference Object                     Distance      Geod. Az  |
 OF2678|                                                           dddmmss.s |
 OF2678| OF2673 1508                                488.438 METERS 1812316.0 |
 OF2678|---------------------------------------------------------------------|
 OF2678
 OF2678                          SUPERSEDED SURVEY CONTROL
 OF2678
 OF2678  NAD 83(1986)-  43 18 49.00275(N)    077 56 35.19731(W) AD(       ) 2
 OF2678  NAD 27      -  43 18 48.79191(N)    077 56 36.14530(W) AD(       ) 2
 OF2678  NGVD 29 (07/19/86)   95.1    (m)          312.     (f) VERT ANG       
 OF2678
 OF2678.Superseded values are not recommended for survey control.
 OF2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2678.See file dsdata.txt to determine how the superseded data were derived.
 OF2678
 OF2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6132999849(NAD 83)
 OF2678_MARKER: DE = TRAVERSE STATION DISK
 OF2678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2678
 OF2678  HISTORY     - Date     Condition        Report By
 OF2678  HISTORY     - 1974     MONUMENTED       NY-055
 OF2678
 OF2678                          STATION DESCRIPTION
 OF2678
 OF2678'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2678'IN HAMLIN IN NE CORNER OF INTERSECTION OF BRICK SCHOOLHOUSE RD AND
 OF2678'DRAKE RD, 14.1 FT N OF CL OF BRICK SCHOOLHOUSE RD, 10.4 FT E OF CL OF
 OF2678'DRAKE RD PRODUCED, 31.8 FT SW OF HYDRANT, AND 5.1 FT S OF MONROE
 OF2678'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2678'STAMPED---1507---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2673 ***********************************************************************
 OF2673  DESIGNATION -  1508
 OF2673  PID         -  OF2673
 OF2673  STATE/COUNTY-  NY/MONROE
 OF2673  USGS QUAD   -  HAMLIN (1978)
 OF2673
 OF2673                         *CURRENT SURVEY CONTROL
 OF2673  ___________________________________________________________________
 OF2673* NAD 83(1996)-  43 18 33.17304(N)    077 56 35.72292(W)     ADJUSTED  
 OF2673* NAVD 88     -       101.1    (meters)     332.     (feet)  VERTCON   
 OF2673  ___________________________________________________________________
 OF2673  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 OF2673  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF2673
 OF2673  HORZ ORDER  -  SECOND
 OF2673
 OF2673.The horizontal coordinates were established by classical geodetic methods
 OF2673.and adjusted by the National Geodetic Survey in January 1999..
 OF2673
 OF2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2673
 OF2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2673
 OF2673.The geoid height was determined by GEOID03.
 OF2673
 OF2673;                    North         East     Units Scale Factor Converg.
 OF2673;SPC NY W     -   367,719.284   401,926.831   MT  0.99997066   +0 26 20.6
 OF2673;SPC NY W     - 1,206,425.68  1,318,654.94   sFT  0.99997066   +0 26 20.6
 OF2673;UTM  18      - 4,799,360.848   261,300.170   MT  1.00030095   -2 01 11.4
 OF2673;UTM  17      - 4,799,691.733   747,904.229   MT  1.00035605   +2 05 52.1
 OF2673
 OF2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2673!SPC NY W     -   0.99998974  x   0.99997066  =   0.99996040
 OF2673!UTM  18      -   0.99998974  x   1.00030095  =   1.00029069
 OF2673!UTM  17      -   0.99998974  x   1.00035605  =   1.00034579
 OF2673
 OF2673:                Primary Azimuth Mark                     Grid Az
 OF2673:SPC NY W     -  1507                                     000 56 55.1
 OF2673:UTM  18      -  1507                                     003 24 27.1
 OF2673:UTM  17      -  1507                                     359 17 23.6
 OF2673
 OF2673|---------------------------------------------------------------------|
 OF2673| PID    Reference Object                     Distance      Geod. Az  |
 OF2673|                                                           dddmmss.s |
 OF2673| OF2678 1507                                488.438 METERS 0012315.7 |
 OF2673| OF2672 1509                                APPROX. 0.8 KM 1792218.5 |
 OF2673|---------------------------------------------------------------------|
 OF2673
 OF2673                          SUPERSEDED SURVEY CONTROL
 OF2673
 OF2673  NAD 83(1986)-  43 18 33.18017(N)    077 56 35.72224(W) AD(       ) 2
 OF2673  NAD 27      -  43 18 32.96897(N)    077 56 36.67080(W) AD(       ) 2
 OF2673  NGVD 29 (07/19/86)  101.3    (m)          332.     (f) VERT ANG       
 OF2673
 OF2673.Superseded values are not recommended for survey control.
 OF2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2673.See file dsdata.txt to determine how the superseded data were derived.
 OF2673
 OF2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6130099361(NAD 83)
 OF2673_MARKER: DE = TRAVERSE STATION DISK
 OF2673_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2673
 OF2673  HISTORY     - Date     Condition        Report By
 OF2673  HISTORY     - 1974     MONUMENTED       NY-055
 OF2673
 OF2673                          STATION DESCRIPTION
 OF2673
 OF2673'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2673'IN HAMLIN ON W SIDE OF DRAKE RD, 0.95 MI N OF ROOSEVELT HIGHWAY, 0.31
 OF2673'MI S OF BRICK SCHOOLHOUSE RD, 16.2 FT W OF CL OF DRAKE RD, 29.6 FT SE
 OF2673'OF UTILITY POLE NM 1 2 3, AND 4.8 FT E OF MONROE COUNTY WITNESS POST.
 OF2673'STATION IS A STANDARD MCGS DISK STAMPED---1508---IN CONCRETE POST 0.8
 OF2673'FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2672 ***********************************************************************
 OF2672  DESIGNATION -  1509
 OF2672  PID         -  OF2672
 OF2672  STATE/COUNTY-  NY/MONROE
 OF2672  USGS QUAD   -  HAMLIN (1978)
 OF2672
 OF2672                         *CURRENT SURVEY CONTROL
 OF2672  ___________________________________________________________________
 OF2672* NAD 83(1996)-  43 18 07.10133(N)    077 56 35.33151(W)     ADJUSTED  
 OF2672* NAVD 88     -        98.8    (meters)     324.     (feet)  VERTCON   
 OF2672  ___________________________________________________________________
 OF2672  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 OF2672  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OF2672
 OF2672  HORZ ORDER  -  SECOND
 OF2672
 OF2672.The horizontal coordinates were established by classical geodetic methods
 OF2672.and adjusted by the National Geodetic Survey in January 1999..
 OF2672
 OF2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2672
 OF2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2672
 OF2672.The geoid height was determined by GEOID03.
 OF2672
 OF2672;                    North         East     Units Scale Factor Converg.
 OF2672;SPC NY W     -   366,914.806   401,941.818   MT  0.99997068   +0 26 20.7
 OF2672;SPC NY W     - 1,203,786.33  1,318,704.11   sFT  0.99997068   +0 26 20.7
 OF2672;UTM  18      - 4,798,556.203   261,280.625   MT  1.00030106   -2 01 10.2
 OF2672;UTM  17      - 4,798,887.717   747,942.509   MT  1.00035629   +2 05 51.3
 OF2672
 OF2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2672!SPC NY W     -   0.99999010  x   0.99997068  =   0.99996078
 OF2672!UTM  18      -   0.99999010  x   1.00030106  =   1.00029116
 OF2672!UTM  17      -   0.99999010  x   1.00035629  =   1.00034638
 OF2672
 OF2672:                Primary Azimuth Mark                     Grid Az
 OF2672:SPC NY W     -  1510                                     181 52 38.8
 OF2672:UTM  18      -  1510                                     184 20 09.7
 OF2672:UTM  17      -  1510                                     180 13 08.2
 OF2672
 OF2672|---------------------------------------------------------------------|
 OF2672| PID    Reference Object                     Distance      Geod. Az  |
 OF2672|                                                           dddmmss.s |
 OF2672| OF2671 1510                                APPROX. 0.7 KM 1821859.5 |
 OF2672|---------------------------------------------------------------------|
 OF2672
 OF2672                          SUPERSEDED SURVEY CONTROL
 OF2672
 OF2672  NAD 83(1986)-  43 18 07.10844(N)    077 56 35.33085(W) AD(       ) 2
 OF2672  NAD 27      -  43 18 06.89681(N)    077 56 36.28002(W) AD(       ) 2
 OF2672  NGVD 29 (07/19/86)   99.0    (m)          325.     (f) VERT ANG       
 OF2672
 OF2672.Superseded values are not recommended for survey control.
 OF2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2672.See file dsdata.txt to determine how the superseded data were derived.
 OF2672
 OF2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6128198556(NAD 83)
 OF2672_MARKER: DE = TRAVERSE STATION DISK
 OF2672_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2672
 OF2672  HISTORY     - Date     Condition        Report By
 OF2672  HISTORY     - 1974     MONUMENTED       NY-055
 OF2672
 OF2672                          STATION DESCRIPTION
 OF2672
 OF2672'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2672'IN HAMLIN ON E SIDE OF DRAKE RD, 0.5 MI N OF ROOSEVELT HIGHWAY, 0.7 MI
 OF2672'S OF BRICK SCHOOLHOUSE RD, 18.9 FT E OF CL OF DRAKE RD, 5.9 FT E OF
 OF2672'EDGE OF PAVEMENT, AND 1.9 FT W OF MONROE COUNTY WITNESS POST.  STATION
 OF2672'IS A STANDARD MCGS DISK STAMPED---1509---IN CONCRETE POST 0.7 FT BELOW
 OF2672'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1177 ***********************************************************************
 PH1177  DESIGNATION -  151
 PH1177  PID         -  PH1177
 PH1177  STATE/COUNTY-  NY/JEFFERSON
 PH1177  USGS QUAD   -  REDWOOD (1982)
 PH1177
 PH1177                         *CURRENT SURVEY CONTROL
 PH1177  ___________________________________________________________________
 PH1177* NAD 83(1986)-  44 21 08.     (N)    075 50 44.     (W)     SCALED    
 PH1177* NAVD 88     -       105.46   (+/-2cm)     346.0    (feet)  VERTCON   
 PH1177  ___________________________________________________________________
 PH1177  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 PH1177
 PH1177  VERT ORDER  -  ? (See Below)
 PH1177
 PH1177.The horizontal coordinates were scaled from a topographic map and have
 PH1177.an estimated accuracy of +/- 6 seconds.
 PH1177
 PH1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1177.The vertical order pertains to the NGVD 29 superseded value.
 PH1177
 PH1177.The geoid height was determined by GEOID03.
 PH1177
 PH1177;                    North         East    Units  Estimated Accuracy
 PH1177;SPC NY C     -   483,670.      308,820.      MT  (+/- 180 meters Scaled)
 PH1177
 PH1177                          SUPERSEDED SURVEY CONTROL
 PH1177
 PH1177  NGVD 29 (??/??/92)  105.601  (m)          346.46   (f) ADJ UNCH    ?  
 PH1177
 PH1177.Superseded values are not recommended for survey control.
 PH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1177.See file dsdata.txt to determine how the superseded data were derived.
 PH1177
 PH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ326113(NAD 83)
 PH1177_MARKER: Q = CHISELED SQUARE
 PH1177_SETTING: 66 = SET IN ROCK OUTCROP
 PH1177_SP_SET: BEDROCK
 PH1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1177+STABILITY: POSITION/ELEVATION WELL
 PH1177
 PH1177  HISTORY     - Date     Condition        Report By
 PH1177  HISTORY     - UNK      MONUMENTED       USLS
 PH1177  HISTORY     - 1943     GOOD             NGS
 PH1177  HISTORY     - 1947     GOOD             AMS
 PH1177
 PH1177                          STATION DESCRIPTION
 PH1177
 PH1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1177'4 MI NE FROM ALEXANDRIA BAY.
 PH1177'ABOUT 4 MILES NORTHEAST OF ALEXANDRIA BAY, JEFFERSON COUNTY, OPPOSITE
 PH1177'THE SOUTH END OF GOOSE BAY, ABOUT 0.5 MILE SOUTHEAST OF RIVER ROAD, ON
 PH1177'THE SOUTHWEST SIDE OF A ROAD LEADING TO RIVER ROAD, ON THE FRED
 PH1177'HOFFERBERTH PROPERTY, ABOUT 190 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PH1177'OF A SCHOOLHOUSE, ABOUT 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 PH1177'A FARMHOUSE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 55 FEET WEST
 PH1177'OF A FENCE, 12 FEET NORTH OF A 12-INCH ELM TREE, 61 FEET SOUTH OF A
 PH1177'CLUSTER OF 4 ELM TREES, AND ON BEDROCK.  THE TOP OF A KNOB IN A 2-INCH
 PH1177'CHISELED SQUARE 0.2 FOOT WEST OF THE CHISELED FIGURES 151.
 PH1177
 PH1177                          STATION RECOVERY (1947)
 PH1177
 PH1177'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2230 ***********************************************************************
 PH2230  DESIGNATION -  151 IWC
 PH2230  PID         -  PH2230
 PH2230  STATE/COUNTY-  NY/ST LAWRENCE
 PH2230  USGS QUAD   -  MORRISTOWN (1982)
 PH2230
 PH2230                         *CURRENT SURVEY CONTROL
 PH2230  ___________________________________________________________________
 PH2230* NAD 83(1996)-  44 36 27.80003(N)    075 39 06.14164(W)     ADJUSTED  
 PH2230* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2230  ___________________________________________________________________
 PH2230  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 PH2230  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 PH2230
 PH2230  HORZ ORDER  -  THIRD
 PH2230
 PH2230.The horizontal coordinates were established by classical geodetic methods
 PH2230.and adjusted by the National Geodetic Survey in January 1999..
 PH2230
 PH2230.The orthometric height was scaled from a topographic map.
 PH2230
 PH2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2230
 PH2230.The geoid height was determined by GEOID03.
 PH2230
 PH2230;                    North         East     Units Scale Factor Converg.
 PH2230;SPC NY E     -   641,930.813    58,583.186   MT  1.00000274   -0 48 31.8
 PH2230;SPC NY E     - 2,106,068.01    192,201.67   sFT  1.00000274   -0 48 31.8
 PH2230;UTM  18      - 4,939,581.356   448,286.308   MT  0.99963289   -0 27 27.6
 PH2230
 PH2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2230!SPC NY E     -   0.99999322  x   1.00000274  =   0.99999596
 PH2230!UTM  18      -   0.99999322  x   0.99963289  =   0.99962611
 PH2230
 PH2230:                Primary Azimuth Mark                     Grid Az
 PH2230:SPC NY E     -  MORRISTOWN STANDPIPE IBC                 169 27 35.9
 PH2230:UTM  18      -  MORRISTOWN STANDPIPE IBC                 169 06 31.7
 PH2230
 PH2230|---------------------------------------------------------------------|
 PH2230| PID    Reference Object                     Distance      Geod. Az  |
 PH2230|                                                           dddmmss.s |
 PH2230| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 2.3 KM 1683904.1 |
 PH2230| PH2211 REF MON 55=153                      APPROX. 1.8 KM 2081605.1 |
 PH2230|---------------------------------------------------------------------|
 PH2230
 PH2230                          SUPERSEDED SURVEY CONTROL
 PH2230
 PH2230  NAD 83(1986)-  44 36 27.80751(N)    075 39 06.14199(W) AD(       ) 3
 PH2230  NAD 27      -  44 36 27.60000(N)    075 39 07.30100(W) AD(       ) 3
 PH2230
 PH2230.Superseded values are not recommended for survey control.
 PH2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2230.See file dsdata.txt to determine how the superseded data were derived.
 PH2230
 PH2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4828639581(NAD 83)
 PH2230_MARKER: DD = SURVEY DISK
 PH2230_SETTING: 66 = SET IN ROCK OUTCROP
 PH2230_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2230+STABILITY: POSITION/ELEVATION WELL
 PH2230
 PH2230  HISTORY     - Date     Condition        Report By
 PH2230  HISTORY     - 1911     MONUMENTED       IBWC
 PH2230  HISTORY     - 1957     POOR             IBC
 PH2230
 PH2230                          STATION DESCRIPTION
 PH2230
 PH2230'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2230'ABOUT 1-1/2 MILES NORTHEAST OF BROCKVILLE, ONTARIO, ON A POINT OF THE
 PH2230'NORTH SHORE OF THE ST LAWRENCE RIVER.  THE STATION IS ABOUT THE MIDDLE
 PH2230'OF A FLAT LEDGE ABOUT 6 FEET WIDE AND 2 FEET ABOVE THE NORMAL WATER
 PH2230'LEVEL OF THE RIVER.  BACK OF THIS LEDGE THE ROCK RISES STEEPLY ABOUT
 PH2230'4 FEET TO A HIGHER FLAT OR SLOPING LEDGE.
 PH2230'
 PH2230'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2230'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE SOLID ROCK OF
 PH2230'THE LEDGE.  IN 1957 THE STATION WAS ONE INCH UNDER WATER WITH ONLY THE
 PH2230'SHANK OF THE MARKER REMAINING.  REFERENCE MARK 1 IS A DRILL HOLE AND
 PH2230'AN ARROW POINTING TOWARD THE STATION CUT IN THE ROCK OF THE HIGHER
 PH2230'LEDGE 1 FOOT BACK FROM THE EDGE OF THE LEDGE UPSTREAM FROM THE
 PH2230'STATION, AND AT THE SHORE TERMINAL OR END OF A LINE FENCE.  REFERENCE
 PH2230'MARK 2 IS A LIKE MARK CUT IN THE BARE ROCK OF THE HIGHER LEDGE
 PH2230'DIRECTLY INSHORE FROM THE STATION.
 PH2230
 PH2230                          STATION RECOVERY (1957)
 PH2230
 PH2230'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2230'IN 1957 THE STATION WAS ONE INCH UNDER WATER WITH ONLY THE SHANK OF
 PH2230'THE MARKER REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2671 ***********************************************************************
 OF2671  DESIGNATION -  1510
 OF2671  PID         -  OF2671
 OF2671  STATE/COUNTY-  NY/MONROE
 OF2671  USGS QUAD   -  HAMLIN (1978)
 OF2671
 OF2671                         *CURRENT SURVEY CONTROL
 OF2671  ___________________________________________________________________
 OF2671* NAD 83(1996)-  43 17 44.14934(N)    077 56 36.60266(W)     ADJUSTED  
 OF2671* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 OF2671  ___________________________________________________________________
 OF2671  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 OF2671  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF2671
 OF2671  HORZ ORDER  -  SECOND
 OF2671
 OF2671.The horizontal coordinates were established by classical geodetic methods
 OF2671.and adjusted by the National Geodetic Survey in January 1999..
 OF2671
 OF2671.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2671
 OF2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2671
 OF2671.The geoid height was determined by GEOID03.
 OF2671
 OF2671;                    North         East     Units Scale Factor Converg.
 OF2671;SPC NY W     -   366,206.314   401,918.593   MT  0.99997065   +0 26 19.6
 OF2671;SPC NY W     - 1,201,461.88  1,318,627.92   sFT  0.99997065   +0 26 19.6
 OF2671;UTM  18      - 4,797,849.125   261,227.014   MT  1.00030138   -2 01 10.2
 OF2671;UTM  17      - 4,798,178.575   747,939.798   MT  1.00035627   +2 05 49.6
 OF2671
 OF2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2671!SPC NY W     -   0.99998865  x   0.99997065  =   0.99995930
 OF2671!UTM  18      -   0.99998865  x   1.00030138  =   1.00029003
 OF2671!UTM  17      -   0.99998865  x   1.00035627  =   1.00034492
 OF2671
 OF2671:                Primary Azimuth Mark                     Grid Az
 OF2671:SPC NY W     -  1511                                     179 29 51.5
 OF2671:UTM  18      -  1511                                     181 57 21.3
 OF2671:UTM  17      -  1511                                     177 50 21.5
 OF2671
 OF2671|---------------------------------------------------------------------|
 OF2671| PID    Reference Object                     Distance      Geod. Az  |
 OF2671|                                                           dddmmss.s |
 OF2671| OF2670 1511                                APPROX. 0.7 KM 1795611.1 |
 OF2671|---------------------------------------------------------------------|
 OF2671
 OF2671                          SUPERSEDED SURVEY CONTROL
 OF2671
 OF2671  NAD 83(1986)-  43 17 44.15642(N)    077 56 36.60200(W) AD(       ) 2
 OF2671  NAD 27      -  43 17 43.94439(N)    077 56 37.55144(W) AD(       ) 2
 OF2671  NGVD 29 (07/19/86)  108.2    (m)          355.     (f) VERT ANG       
 OF2671
 OF2671.Superseded values are not recommended for survey control.
 OF2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2671.See file dsdata.txt to determine how the superseded data were derived.
 OF2671
 OF2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6122797849(NAD 83)
 OF2671_MARKER: DE = TRAVERSE STATION DISK
 OF2671_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2671
 OF2671  HISTORY     - Date     Condition        Report By
 OF2671  HISTORY     - 1974     MONUMENTED       NY-055
 OF2671
 OF2671                          STATION DESCRIPTION
 OF2671
 OF2671'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2671'IN HAMLIN IN NW CORNER OF INTERSECTION OF DRAKE RD AND ROOSEVELT
 OF2671'HIGHWAY, 24.3 FT N OF CL OF ROOSEVELT HIGHWAY, 21.1 FT W OF CL OF
 OF2671'DRAKE RD, 52.7 FT SW OF UTILITY POLE 257 1, AND 7.1 FT SE OF MONROE
 OF2671'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2671'STAMPED---1510---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1345 ***********************************************************************
 NA1345  DESIGNATION -  1511
 NA1345  PID         -  NA1345
 NA1345  STATE/COUNTY-  NY/CHENANGO
 NA1345  USGS QUAD   -  GUILFORD (1943)
 NA1345
 NA1345                         *CURRENT SURVEY CONTROL
 NA1345  ___________________________________________________________________
 NA1345* NAD 83(1986)-  42 24 22.     (N)    075 29 36.     (W)     SCALED    
 NA1345* NAVD 88     -       460.738  (meters)    1511.60   (feet)  ADJUSTED  
 NA1345  ___________________________________________________________________
 NA1345  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 NA1345  DYNAMIC HT  -         460.566 (meters)    1511.04  (feet)  COMP
 NA1345  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 NA1345
 NA1345  VERT ORDER  -  SECOND    CLASS 0
 NA1345
 NA1345.The horizontal coordinates were scaled from a topographic map and have
 NA1345.an estimated accuracy of +/- 6 seconds.
 NA1345
 NA1345.The orthometric height was determined by differential leveling
 NA1345.and adjusted by the National Geodetic Survey in June 1991..
 NA1345
 NA1345.The geoid height was determined by GEOID03.
 NA1345
 NA1345.The dynamic height is computed by dividing the NAVD 88
 NA1345.geopotential number by the normal gravity value computed on the
 NA1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1345.degrees latitude (g = 980.6199 gals.).
 NA1345
 NA1345.The modeled gravity was interpolated from observed gravity values.
 NA1345
 NA1345;                    North         East    Units  Estimated Accuracy
 NA1345;SPC NY C     -   267,780.      339,730.      MT  (+/- 180 meters Scaled)
 NA1345
 NA1345                          SUPERSEDED SURVEY CONTROL
 NA1345
 NA1345  NGVD 29 (??/??/92)  460.841  (m)         1511.94   (f) ADJ UNCH    2 0
 NA1345
 NA1345.Superseded values are not recommended for survey control.
 NA1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1345.See file dsdata.txt to determine how the superseded data were derived.
 NA1345
 NA1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM594949(NAD 83)
 NA1345_MARKER: DD = SURVEY DISK
 NA1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1345_SP_SET: WALL
 NA1345_STAMPING: 1511 ALBANY
 NA1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1345
 NA1345  HISTORY     - Date     Condition        Report By
 NA1345  HISTORY     - UNK      MONUMENTED       USGS
 NA1345  HISTORY     - 1942     GOOD             NGS
 NA1345  HISTORY     - 1982     GOOD             NGS
 NA1345
 NA1345                          STATION DESCRIPTION
 NA1345
 NA1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1345'AT GUILFORD.
 NA1345'AT THE EPISCOPAL CHURCH IN GUILFORD.  A U.S.G.S. DISK, SET
 NA1345'VERTICALLY, IN THE NORTHEAST WALL, 0.8 FOOT SOUTHEAST OF THE NORTH
 NA1345'CORNER, AND 1.8 FEET ABOVE THE GROUND.
 NA1345
 NA1345                          STATION RECOVERY (1982)
 NA1345
 NA1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2670 ***********************************************************************
 OF2670  DESIGNATION -  1511
 OF2670  PID         -  OF2670
 OF2670  STATE/COUNTY-  NY/MONROE
 OF2670  USGS QUAD   -  HAMLIN (1978)
 OF2670
 OF2670                         *CURRENT SURVEY CONTROL
 OF2670  ___________________________________________________________________
 OF2670* NAD 83(1996)-  43 17 21.15198(N)    077 56 36.56773(W)     ADJUSTED  
 OF2670* NAVD 88     -       110.1    (meters)     361.     (feet)  VERTCON   
 OF2670  ___________________________________________________________________
 OF2670  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 OF2670  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF2670
 OF2670  HORZ ORDER  -  SECOND
 OF2670
 OF2670.The horizontal coordinates were established by classical geodetic methods
 OF2670.and adjusted by the National Geodetic Survey in January 1999..
 OF2670
 OF2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2670
 OF2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2670
 OF2670.The geoid height was determined by GEOID03.
 OF2670
 OF2670;                    North         East     Units Scale Factor Converg.
 OF2670;SPC NY W     -   365,496.647   401,924.815   MT  0.99997065   +0 26 19.5
 OF2670;SPC NY W     - 1,199,133.58  1,318,648.33   sFT  0.99997065   +0 26 19.5
 OF2670;UTM  18      - 4,797,139.610   261,202.785   MT  1.00030152   -2 01 09.3
 OF2670;UTM  17      - 4,797,469.112   747,966.563   MT  1.00035644   +2 05 48.7
 OF2670
 OF2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2670!SPC NY W     -   0.99998832  x   0.99997065  =   0.99995897
 OF2670!UTM  18      -   0.99998832  x   1.00030152  =   1.00028984
 OF2670!UTM  17      -   0.99998832  x   1.00035644  =   1.00034476
 OF2670
 OF2670:                Primary Azimuth Mark                     Grid Az
 OF2670:SPC NY W     -  2100                                     179 22 29.8
 OF2670:UTM  18      -  2100                                     181 49 58.6
 OF2670:UTM  17      -  2100                                     177 43 00.6
 OF2670
 OF2670|---------------------------------------------------------------------|
 OF2670| PID    Reference Object                     Distance      Geod. Az  |
 OF2670|                                                           dddmmss.s |
 OF2670| OF2669 2100                                APPROX. 0.5 KM 1794849.3 |
 OF2670|---------------------------------------------------------------------|
 OF2670
 OF2670                          SUPERSEDED SURVEY CONTROL
 OF2670
 OF2670  NAD 83(1986)-  43 17 21.15900(N)    077 56 36.56706(W) AD(       ) 2
 OF2670  NAD 27      -  43 17 20.94671(N)    077 56 37.51662(W) AD(       ) 2
 OF2670  NGVD 29 (07/19/86)  110.3    (m)          362.     (f) VERT ANG       
 OF2670
 OF2670.Superseded values are not recommended for survey control.
 OF2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2670.See file dsdata.txt to determine how the superseded data were derived.
 OF2670
 OF2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6120397140(NAD 83)
 OF2670_MARKER: DE = TRAVERSE STATION DISK
 OF2670_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2670
 OF2670  HISTORY     - Date     Condition        Report By
 OF2670  HISTORY     - 1974     MONUMENTED       NY-055
 OF2670
 OF2670                          STATION DESCRIPTION
 OF2670
 OF2670'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2670'IN HAMLIN ON W SIDE OF DRAKE RD, 0.3 MI N OF HAMLIN CLARKSON TOWN LINE
 OF2670'RD, 0.45 MI S OF ROOSEVELT HIGHWAY, 13.3 FT W OF CL OF DRAKE RD,4.0 FT
 OF2670'W OF EDGE OF PAVEMENT, 34.5 FT NE OF UTILITY POLE BNE 30 1, AND 3.8 FT
 OF2670'E OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2670'STAMPED---1511---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0308 ***********************************************************************
 NA0308  DESIGNATION -  1515 ALBANY
 NA0308  PID         -  NA0308
 NA0308  STATE/COUNTY-  NY/SCHOHARIE
 NA0308  USGS QUAD   -  LIVINGSTONVILLE (1980)
 NA0308
 NA0308                         *CURRENT SURVEY CONTROL
 NA0308  ___________________________________________________________________
 NA0308* NAD 83(1986)-  42 23 22.     (N)    074 19 20.     (W)     SCALED    
 NA0308* NAVD 88     -       461.678  (meters)    1514.69   (feet)  ADJUSTED  
 NA0308  ___________________________________________________________________
 NA0308  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NA0308  DYNAMIC HT  -         461.518 (meters)    1514.16  (feet)  COMP
 NA0308  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 NA0308
 NA0308  VERT ORDER  -  SECOND    CLASS 0
 NA0308
 NA0308.The horizontal coordinates were scaled from a topographic map and have
 NA0308.an estimated accuracy of +/- 6 seconds.
 NA0308
 NA0308.The orthometric height was determined by differential leveling
 NA0308.and adjusted by the National Geodetic Survey in June 1991..
 NA0308
 NA0308.The geoid height was determined by GEOID03.
 NA0308
 NA0308.The dynamic height is computed by dividing the NAVD 88
 NA0308.geopotential number by the normal gravity value computed on the
 NA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0308.degrees latitude (g = 980.6199 gals.).
 NA0308
 NA0308.The modeled gravity was interpolated from observed gravity values.
 NA0308
 NA0308;                    North         East    Units  Estimated Accuracy
 NA0308;SPC NY E     -   394,870.      164,640.      MT  (+/- 180 meters Scaled)
 NA0308
 NA0308                          SUPERSEDED SURVEY CONTROL
 NA0308
 NA0308  NGVD 29 (??/??/92)  461.850  (m)         1515.25   (f) ADJ UNCH    2 0
 NA0308
 NA0308.Superseded values are not recommended for survey control.
 NA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0308.See file dsdata.txt to determine how the superseded data were derived.
 NA0308
 NA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM557932(NAD 83)
 NA0308_MARKER: DD = SURVEY DISK
 NA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0308_SP_SET: STONE
 NA0308_STAMPING: 1515 ALBANY
 NA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0308+STABILITY: SURFACE MOTION
 NA0308
 NA0308  HISTORY     - Date     Condition        Report By
 NA0308  HISTORY     - UNK      MONUMENTED       USGS
 NA0308  HISTORY     - 1942     GOOD             NGS
 NA0308
 NA0308                          STATION DESCRIPTION
 NA0308
 NA0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0308'AT MANORKILL.
 NA0308'AT MANORKILL, ABOUT 90 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 NA0308'NO. 342, 69 FEET SOUTHWEST OF CENTERLINE OF DIRT ROAD RUNNING
 NA0308'SOUTHEAST. A DISK SET VERTICALLY IN THE SOUTHEAST FACE OF THE STONE
 NA0308'FOUNDATION, NEAR THE EAST END OF THE MANORKILL METHODIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1619 ***********************************************************************
 OF1619  DESIGNATION -  152 5 NYGS 1938
 OF1619  PID         -  OF1619
 OF1619  STATE/COUNTY-  NY/MONROE
 OF1619  USGS QUAD   -  WEBSTER (1978)
 OF1619
 OF1619                         *CURRENT SURVEY CONTROL
 OF1619  ___________________________________________________________________
 OF1619* NAD 83(1996)-  43 12 18.02641(N)    077 28 28.32167(W)     ADJUSTED  
 OF1619* NAVD 88     -       134.00   (+/-2cm)     439.6    (feet)  VERTCON   
 OF1619  ___________________________________________________________________
 OF1619  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OF1619  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF1619
 OF1619  HORZ ORDER  -  SECOND
 OF1619  VERT ORDER  -  THIRD ? (See Below)
 OF1619
 OF1619.The horizontal coordinates were established by classical geodetic methods
 OF1619.and adjusted by the National Geodetic Survey in January 1999..
 OF1619
 OF1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1619.The vertical order pertains to the NGVD 29 superseded value.
 OF1619
 OF1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1619
 OF1619.The geoid height was determined by GEOID03.
 OF1619
 OF1619;                    North         East     Units Scale Factor Converg.
 OF1619;SPC NY W     -   356,540.776   440,106.150   MT  1.00003734   +0 45 32.9
 OF1619;SPC NY W     - 1,169,750.86  1,443,914.93   sFT  1.00003734   +0 45 32.9
 OF1619;UTM  18      - 4,786,553.818   298,972.668   MT  1.00009715   -1 41 40.8
 OF1619
 OF1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1619!SPC NY W     -   0.99998459  x   1.00003734  =   1.00002193
 OF1619!UTM  18      -   0.99998459  x   1.00009715  =   1.00008174
 OF1619
 OF1619:                Primary Azimuth Mark                     Grid Az
 OF1619:SPC NY W     -  TEMP PT 9017                             180 50 22.8
 OF1619:UTM  18      -  TEMP PT 9017                             183 17 36.5
 OF1619
 OF1619|---------------------------------------------------------------------|
 OF1619| PID    Reference Object                     Distance      Geod. Az  |
 OF1619|                                                           dddmmss.s |
 OF1619| OF1574 TEMP PT 9017                        487.177 METERS 1813555.7 |
 OF1619| OF1618 TEMP PT 9018                         25.998 METERS 18446     |
 OF1619|---------------------------------------------------------------------|
 OF1619
 OF1619                          SUPERSEDED SURVEY CONTROL
 OF1619
 OF1619  NAD 83(1986)-  43 12 18.03499(N)    077 28 28.32020(W) AD(       ) 2
 OF1619  NAD 27      -  43 12 17.80955(N)    077 28 29.33306(W) AD(       ) 2
 OF1619  NGVD 29 (07/19/86)  134.20   (m)          440.3    (f) LEVELING    3  
 OF1619
 OF1619.Superseded values are not recommended for survey control.
 OF1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1619.See file dsdata.txt to determine how the superseded data were derived.
 OF1619
 OF1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9897386554(NAD 83)
 OF1619_MARKER: DS = TRIANGULATION STATION DISK
 OF1619_SETTING: 0 = UNSPECIFIED SETTING
 OF1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1619
 OF1619  HISTORY     - Date     Condition        Report By
 OF1619  HISTORY     - 1938     MONUMENTED       NYGS
 OF1619  HISTORY     - 1972     GOOD             NY-055
 OF1619  HISTORY     - 1984     GOOD             USPSQD
 OF1619
 OF1619                          STATION DESCRIPTION
 OF1619
 OF1619'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF1619'IN WEBSTER, ON SOUTHEAST CORNER OF INTERSECTION OF FIVE MILE
 OF1619'LINE ROAD WITH RIDGE ROAD EAST, 36.8 FEET SOUTH OF CENTER LINE
 OF1619'OF RIDGE ROAD EAST, 27.3 FEET EAST OF CENTER LINE OF FIVE MILE
 OF1619'LINE ROAD, 51.4 FEET NORTHWEST OF NORTHWEST CORNER OF W.H. ADAMS
 OF1619'HOUSE, 72.7 FEET NORTHWEST OF NORTHEAST CORNER OF SAID HOUSE,
 OF1619'65.1 FEET EAST OF STATE HIGHWAY MARKER (STATION 297+00), 92.7
 OF1619'FEET WEST OF R.G. AND E. POLE NO. 85, AND 62.1 FEET EAST OF
 OF1619'U.S. MARKER.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF1619'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1619
 OF1619                          STATION RECOVERY (1972)
 OF1619
 OF1619'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1619'IN WEBSTER, IN THE SE CORNER OF THE INTERSECTION OF RIDGE
 OF1619'RD. (RTE. 404) AND 5 MILE LINE ROAD (RT. 18)
 OF1619'
 OF1619'37.5 FT S OF THE CENTER OF RIDGE RD.
 OF1619'
 OF1619'26.0 FT E OF THE CENTER OF 5 MILE LINE RD.
 OF1619'
 OF1619'2.0 FT WSW OF UTILITY POLE RGE-T84
 OF1619'
 OF1619'1.0 FT SW OF A MONROE COUNTY WITNESS POST AND SIGN
 OF1619'
 OF1619'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1619'DISK IN CONCRETE AT GRADE.
 OF1619
 OF1619                          STATION RECOVERY (1984)
 OF1619
 OF1619'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1619'152-5 FOUND GOOD, 3 INCHES ABOVE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1601 ***********************************************************************
 OF1601  DESIGNATION -  152 8 NYGS 1938
 OF1601  PID         -  OF1601
 OF1601  STATE/COUNTY-  NY/MONROE
 OF1601  USGS QUAD   -  WEBSTER (1978)
 OF1601
 OF1601                         *CURRENT SURVEY CONTROL
 OF1601  ___________________________________________________________________
 OF1601* NAD 83(1996)-  43 12 37.62368(N)    077 26 47.38324(W)     ADJUSTED  
 OF1601* NAVD 88     -       133.64   (+/-2cm)     438.5    (feet)  VERTCON   
 OF1601  ___________________________________________________________________
 OF1601  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 OF1601  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF1601
 OF1601  HORZ ORDER  -  THIRD
 OF1601  VERT ORDER  -  THIRD ? (See Below)
 OF1601
 OF1601.The horizontal coordinates were established by classical geodetic methods
 OF1601.and adjusted by the National Geodetic Survey in January 1999..
 OF1601
 OF1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1601.The vertical order pertains to the NGVD 29 superseded value.
 OF1601
 OF1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1601
 OF1601.The geoid height was determined by GEOID03.
 OF1601
 OF1601;                    North         East     Units Scale Factor Converg.
 OF1601;SPC NY W     -   357,176.095   442,376.487   MT  1.00004244   +0 46 42.3
 OF1601;SPC NY W     - 1,171,835.24  1,451,363.52   sFT  1.00004244   +0 46 42.3
 OF1601;UTM  18      - 4,787,091.376   301,268.243   MT  1.00008586   -1 40 32.2
 OF1601
 OF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1601!SPC NY W     -   0.99998464  x   1.00004244  =   1.00002708
 OF1601!UTM  18      -   0.99998464  x   1.00008586  =   1.00007050
 OF1601
 OF1601                          SUPERSEDED SURVEY CONTROL
 OF1601
 OF1601  NAD 83(1986)-  43 12 37.63251(N)    077 26 47.38133(W) AD(       ) 3
 OF1601  NAD 27      -  43 12 37.40657(N)    077 26 48.39735(W) AD(       ) 3
 OF1601  NGVD 29 (07/19/86)  133.84   (m)          439.1    (f) LEVELING    3  
 OF1601
 OF1601.Superseded values are not recommended for survey control.
 OF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1601.See file dsdata.txt to determine how the superseded data were derived.
 OF1601
 OF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0126887091(NAD 83)
 OF1601_MARKER: DS = TRIANGULATION STATION DISK
 OF1601_SETTING: 0 = UNSPECIFIED SETTING
 OF1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1601
 OF1601  HISTORY     - Date     Condition        Report By
 OF1601  HISTORY     - 1938     MONUMENTED       NYGS
 OF1601  HISTORY     - 1972     GOOD             NY-055
 OF1601  HISTORY     - 1984     GOOD             USPSQD
 OF1601  HISTORY     - 1988     GOOD             USPSQD
 OF1601
 OF1601                          STATION DESCRIPTION
 OF1601
 OF1601'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF1601'IN WEBSTER, ON NORTHEAST CORNER OF JUNCTION OF HOLT ROAD WITH
 OF1601'RIDGE ROAD EAST, 33.9 FEET NORTH OF CENTER LINE OF RIDGE ROAD
 OF1601'EAST, 37.1 FEET EAST OF CENTER LINE OF HOLT ROAD, 67.9 FEET
 OF1601'NORTH OF NORTHEAST CORNER OF STONE CORNER POST ON SOUTH
 OF1601'RIGHT-OF-WAY FENCE, 72.1 FEET NORTHEAST OF STATE HIGHWAY MARKER
 OF1601'(STATION 375+00), 64.7 FEET NORTHEAST OF FIRE HYDRANT, 88.3 FEET
 OF1601'SOUTH OF SOUTHWEST CORNER OF TENNANTS HOUSE, 99.9 FEET SOUTHWEST
 OF1601'OF SOUTHEAST CORNER OF SAID HOUSE, 26.8 FEET WEST OF R.T.C. POLE,
 OF1601'AND 69.3 FEET NORTH OF U.S. MARKER SET NEAR SOUTH RIGHT-OF-WAY
 OF1601'FENCE AT CEMETERY.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF1601'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1601
 OF1601                          STATION RECOVERY (1972)
 OF1601
 OF1601'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1601'A NEW DESCRIPTION FOLLOWS--
 OF1601'
 OF1601'IN WEBSTER IN THE NE CORNER OF THE INTERSECTION OF RIDGE
 OF1601'ROAD AND HOLT ROAD
 OF1601'
 OF1601'36.2 FT N OF CENTERLINE RIDGE ROAD
 OF1601'
 OF1601'40.2 FT E OF CENTERLINE HOLT ROAD
 OF1601'
 OF1601'17.0 FT E OF NE CORNER OF FRAME ON A STORM DRAIN
 OF1601'
 OF1601'55.7 FT S OF UTILITY POLE 260-RTC-1-RGE 92
 OF1601'
 OF1601'87.8 FT SW OF SW CORNER OF ENCLOSED PORCH AND
 OF1601'
 OF1601'99.6 FT SW OF SE CORNER OF HOUSE NO. 1128
 OF1601'
 OF1601'26.3 FT W OF UTILITY POLE 600 RTC 145
 OF1601'
 OF1601'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1601'IN CONCRETE 0.2 FEET BELOW GRADE.
 OF1601
 OF1601                          STATION RECOVERY (1984)
 OF1601
 OF1601'RECOVERY NOTE BY US POWER SQUADRON 1984 (REH)
 OF1601'152-8 (NYGS) RECOVERED GOOD.
 OF1601
 OF1601                          STATION RECOVERY (1988)
 OF1601
 OF1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0414 ***********************************************************************
 KV0414  DESIGNATION -  152 NYBE+A
 KV0414  PID         -  KV0414
 KV0414  STATE/COUNTY-  NY/RICHMOND
 KV0414  USGS QUAD   -  THE NARROWS (1981)
 KV0414
 KV0414                         *CURRENT SURVEY CONTROL
 KV0414  ___________________________________________________________________
 KV0414* NAD 83(1986)-  40 37 19.     (N)    074 04 45.     (W)     SCALED    
 KV0414* NAVD 88     -        10.332  (meters)      33.90   (feet)  ADJUSTED  
 KV0414  ___________________________________________________________________
 KV0414  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0414  DYNAMIC HT  -          10.328 (meters)      33.88  (feet)  COMP
 KV0414  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 KV0414
 KV0414  VERT ORDER  -  FIRST     CLASS II
 KV0414
 KV0414.The horizontal coordinates were scaled from a topographic map and have
 KV0414.an estimated accuracy of +/- 6 seconds.
 KV0414
 KV0414.The orthometric height was determined by differential leveling
 KV0414.and adjusted by the National Geodetic Survey in June 1991..
 KV0414
 KV0414.The geoid height was determined by GEOID03.
 KV0414
 KV0414.The dynamic height is computed by dividing the NAVD 88
 KV0414.geopotential number by the normal gravity value computed on the
 KV0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0414.degrees latitude (g = 980.6199 gals.).
 KV0414
 KV0414.The modeled gravity was interpolated from observed gravity values.
 KV0414
 KV0414;                    North         East    Units  Estimated Accuracy
 KV0414;SPC NY L     -    50,560.      293,300.      MT  (+/- 180 meters Scaled)
 KV0414
 KV0414                          SUPERSEDED SURVEY CONTROL
 KV0414
 KV0414  NGVD 29 (04/16/92)   10.669  (m)           35.00   (f) ADJUSTED    1 2
 KV0414
 KV0414.Superseded values are not recommended for survey control.
 KV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0414.See file dsdata.txt to determine how the superseded data were derived.
 KV0414
 KV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK778971(NAD 83)
 KV0414_MARKER: Q = CHISELED SQUARE
 KV0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0414_SP_SET: GRANITE FOUNDATION
 KV0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0414
 KV0414  HISTORY     - Date     Condition        Report By
 KV0414  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0414  HISTORY     - 1952     GOOD             CGS
 KV0414  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0414
 KV0414                          STATION DESCRIPTION
 KV0414
 KV0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0414'AT STATEN ISLAND.
 KV0414'ON STATEN ISLAND, AT STAPLETON, AT THE INTERSECTION OF WRIGHT AND
 KV0414'BROAD STREETS, A SQUARE CUT ON TOP OF THE SOUTHEAST CORNER OF
 KV0414'GRANITE FOUNDATION OF PUBLIC SCHOOL NO. 14 AND ABOUT 1 FOOT ABOVE
 KV0414'SIDE WALK.
 KV0414
 KV0414                          STATION RECOVERY (1985)
 KV0414
 KV0414'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2209 ***********************************************************************
 PH2209  DESIGNATION -  152 SUB IBC
 PH2209  PID         -  PH2209
 PH2209  STATE/COUNTY-  NY/ST LAWRENCE
 PH2209  USGS QUAD   -  MORRISTOWN (1982)
 PH2209
 PH2209                         *CURRENT SURVEY CONTROL
 PH2209  ___________________________________________________________________
 PH2209* NAD 83(1996)-  44 35 27.96706(N)    075 39 03.41333(W)     ADJUSTED  
 PH2209* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2209  ___________________________________________________________________
 PH2209  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 PH2209  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 PH2209
 PH2209  HORZ ORDER  -  THIRD
 PH2209
 PH2209.The horizontal coordinates were established by classical geodetic methods
 PH2209.and adjusted by the National Geodetic Survey in January 1999..
 PH2209
 PH2209.The orthometric height was scaled from a topographic map.
 PH2209
 PH2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2209
 PH2209.The geoid height was determined by GEOID03.
 PH2209
 PH2209;                    North         East     Units Scale Factor Converg.
 PH2209;SPC NY E     -   640,083.233    58,617.291   MT  1.00000266   -0 48 29.1
 PH2209;SPC NY E     - 2,100,006.41    192,313.56   sFT  1.00000266   -0 48 29.1
 PH2209;UTM  18      - 4,937,734.702   448,331.717   MT  0.99963283   -0 27 25.2
 PH2209
 PH2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2209!SPC NY E     -   0.99999321  x   1.00000266  =   0.99999587
 PH2209!UTM  18      -   0.99999321  x   0.99963283  =   0.99962605
 PH2209
 PH2209:                Primary Azimuth Mark                     Grid Az
 PH2209:SPC NY E     -  MORRISTOWN STANDPIPE IBC                 137 17 11.7
 PH2209:UTM  18      -  MORRISTOWN STANDPIPE IBC                 136 56 07.8
 PH2209
 PH2209|---------------------------------------------------------------------|
 PH2209| PID    Reference Object                     Distance      Geod. Az  |
 PH2209|                                                           dddmmss.s |
 PH2209| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 0.6 KM 1362842.6 |
 PH2209| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 2.8 KM 2683044.3 |
 PH2209| PH2216 BROCKVILLE UNITED CH SPIRE IBC      APPROX. 2.7 KM 2700702.3 |
 PH2209| PH2211 REF MON 55=153                      APPROX. 0.9 KM 2864126.6 |
 PH2209| PH2212 BROCKVILLE ASYLUM CHY IBC           APPROX. 2.1 KM 3221553.5 |
 PH2209|---------------------------------------------------------------------|
 PH2209
 PH2209                          SUPERSEDED SURVEY CONTROL
 PH2209
 PH2209  NAD 83(1986)-  44 35 27.97457(N)    075 39 03.41374(W) AD(       ) 3
 PH2209  NAD 27      -  44 35 27.76557(N)    075 39 04.57676(W) AD(       ) 3
 PH2209
 PH2209.Superseded values are not recommended for survey control.
 PH2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2209.See file dsdata.txt to determine how the superseded data were derived.
 PH2209
 PH2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4833237735(NAD 83)
 PH2209_MARKER: DD = SURVEY DISK
 PH2209_SETTING: 66 = SET IN ROCK OUTCROP
 PH2209_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2209+STABILITY: POSITION/ELEVATION WELL
 PH2209
 PH2209  HISTORY     - Date     Condition        Report By
 PH2209  HISTORY     - 1939     MONUMENTED       IBC
 PH2209  HISTORY     - 1957     GOOD             IBC
 PH2209  HISTORY     - 19950903 GOOD             USPSQD
 PH2209
 PH2209                          STATION DESCRIPTION
 PH2209
 PH2209'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2209'ABOUT ONE - FOURTH MILE NORTH OF THE VILLAGE OF MORRISTOWN, ON THE
 PH2209'SOUTH SHORE OF THE ST LAWRENCE RIVER, ON THE TIP OF A LOW ROCKY LEDGE
 PH2209'AT THE EAST SIDE OF THE ENTRANCE TO MORRISTOWN BAY.  THE STATION IS ON
 PH2209'LEDGE ROCK ABOUT 500 FEET NORTH OF THE YELLOW BRICK CHIMNEY OF AN OLD
 PH2209'MILK PLANT, ABOUT 300 FEET NORTHWEST OF A RAILROAD TRACK, AND ABOUT
 PH2209'200 FEET NORTHEAST OF AN OLD PIER.
 PH2209'
 PH2209'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2209'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN SOLID ROCK.
 PH2209'REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW SOLID ROCK.  REFERENCE
 PH2209'MARK 1 IS A DRILL HOLE AND AN ARROW CUT IN THE LEDGE ROCK SOUTHEAST OF
 PH2209'THE STATION.  REFERENCE MARK 2 IS A LIKE MARK CUT IN THE LEDGE ROCK
 PH2209'SOUTH OF THE STATION.
 PH2209
 PH2209                          STATION RECOVERY (1957)
 PH2209
 PH2209'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2209'STATION RECOVERED IN GOOD CONDITION.
 PH2209
 PH2209                          STATION RECOVERY (1995)
 PH2209
 PH2209'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0045 ***********************************************************************
 NC0045  DESIGNATION -  1522 C 6
 NC0045  PID         -  NC0045
 NC0045  STATE/COUNTY-  NY/WYOMING
 NC0045  USGS QUAD   -  STRYKERSVILLE (1979)
 NC0045
 NC0045                         *CURRENT SURVEY CONTROL
 NC0045  ___________________________________________________________________
 NC0045* NAD 83(1986)-  42 39 01.     (N)    078 23 09.     (W)     SCALED    
 NC0045* NAVD 88     -       463.835  (meters)    1521.77   (feet)  ADJUSTED  
 NC0045  ___________________________________________________________________
 NC0045  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NC0045  DYNAMIC HT  -         463.675 (meters)    1521.24  (feet)  COMP
 NC0045  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 NC0045
 NC0045  VERT ORDER  -  SECOND    CLASS 0
 NC0045
 NC0045.The horizontal coordinates were scaled from a topographic map and have
 NC0045.an estimated accuracy of +/- 6 seconds.
 NC0045
 NC0045.The orthometric height was determined by differential leveling
 NC0045.and adjusted by the National Geodetic Survey in June 1991..
 NC0045
 NC0045.The geoid height was determined by GEOID03.
 NC0045
 NC0045.The dynamic height is computed by dividing the NAVD 88
 NC0045.geopotential number by the normal gravity value computed on the
 NC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0045.degrees latitude (g = 980.6199 gals.).
 NC0045
 NC0045.The modeled gravity was interpolated from observed gravity values.
 NC0045
 NC0045;                    North         East    Units  Estimated Accuracy
 NC0045;SPC NY W     -   294,340.      366,190.      MT  (+/- 180 meters Scaled)
 NC0045
 NC0045                          SUPERSEDED SURVEY CONTROL
 NC0045
 NC0045  NGVD 29 (??/??/92)  463.960  (m)         1522.18   (f) ADJ UNCH    2 0
 NC0045
 NC0045.Superseded values are not recommended for survey control.
 NC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0045.See file dsdata.txt to determine how the superseded data were derived.
 NC0045
 NC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH142252(NAD 83)
 NC0045_MARKER: DB = BENCH MARK DISK
 NC0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0045_SP_SET: PORCH
 NC0045_STAMPING: 1522 C 6 1923
 NC0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0045
 NC0045  HISTORY     - Date     Condition        Report By
 NC0045  HISTORY     - 1923     MONUMENTED       USGS
 NC0045  HISTORY     - 1935     GOOD             NGS
 NC0045  HISTORY     - 1944     GOOD             LOCENG
 NC0045
 NC0045                          STATION DESCRIPTION
 NC0045
 NC0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0045'IN JAVA CENTER.
 NC0045'AT JAVA CENTER ON A. AND A.R.R. IN HOTEL OPPOSITE STATION IN TOP OF
 NC0045'CONCRETE PORCH 50 FEET WEST OF STATION 35 FEET NORTH OF CENTER LINE OF
 NC0045'DUBLIN ROAD 1 1/2 FEET ABOVE TOP OF RAIL.  NOTE-- RAIL AND TRACKS
 NC0045'REMOVED.
 NC0045
 NC0045                          STATION RECOVERY (1944)
 NC0045
 NC0045'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 NC0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1174 ***********************************************************************
 PH1174  DESIGNATION -  153
 PH1174  PID         -  PH1174
 PH1174  STATE/COUNTY-  NY/JEFFERSON
 PH1174  USGS QUAD   -  REDWOOD (1982)
 PH1174
 PH1174                         *CURRENT SURVEY CONTROL
 PH1174  ___________________________________________________________________
 PH1174* NAD 83(1986)-  44 20 59.     (N)    075 51 55.     (W)     SCALED    
 PH1174* NAVD 88     -        78.571  (meters)     257.78   (feet)  ADJUSTED  
 PH1174  ___________________________________________________________________
 PH1174  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 PH1174  DYNAMIC HT  -          78.563 (meters)     257.75  (feet)  COMP
 PH1174  MODELED GRAV-     980,508.0   (mgal)                       NAVD 88
 PH1174
 PH1174  VERT ORDER  -  FIRST     CLASS 0
 PH1174
 PH1174.The horizontal coordinates were scaled from a topographic map and have
 PH1174.an estimated accuracy of +/- 6 seconds.
 PH1174
 PH1174.The orthometric height was determined by differential leveling
 PH1174.and adjusted by the National Geodetic Survey in June 1991..
 PH1174
 PH1174.The geoid height was determined by GEOID03.
 PH1174
 PH1174.The dynamic height is computed by dividing the NAVD 88
 PH1174.geopotential number by the normal gravity value computed on the
 PH1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1174.degrees latitude (g = 980.6199 gals.).
 PH1174
 PH1174.The modeled gravity was interpolated from observed gravity values.
 PH1174
 PH1174;                    North         East    Units  Estimated Accuracy
 PH1174;SPC NY C     -   483,370.      307,250.      MT  (+/- 180 meters Scaled)
 PH1174
 PH1174                          SUPERSEDED SURVEY CONTROL
 PH1174
 PH1174  NGVD 29 (??/??/92)   78.709  (m)          258.23   (f) ADJ UNCH    1 0
 PH1174
 PH1174.Superseded values are not recommended for survey control.
 PH1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1174.See file dsdata.txt to determine how the superseded data were derived.
 PH1174
 PH1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ310110(NAD 83)
 PH1174_MARKER: Q = CHISELED SQUARE
 PH1174_SETTING: 66 = SET IN ROCK OUTCROP
 PH1174_SP_SET: BEDROCK
 PH1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1174+STABILITY: POSITION/ELEVATION WELL
 PH1174
 PH1174  HISTORY     - Date     Condition        Report By
 PH1174  HISTORY     - UNK      MONUMENTED       USLS
 PH1174  HISTORY     - 1969     GOOD             USLS
 PH1174
 PH1174                          STATION DESCRIPTION
 PH1174
 PH1174'DESCRIBED BY US LAKE SURVEY 1969
 PH1174'2.3 MI NE FROM ALEXANDRIA BAY.
 PH1174'IS IN JEFFERSON COUNTY, NEW YORK, 2.3 MILES NORTHEAST OF INTERSECTION
 PH1174'OF WALTON STREET AND COUNTY ROAD NO. 1 JUST EAST OF ALEXANDRIA BAY,
 PH1174'NEAR THE SOUTH END OF GOOSE BAY, ABOUT 300 FEET NORTHEAST OF NORTHERLY
 PH1174'CORNER OF A TWO-STORY FRAME FARM DWELLING, ABOUT 255 FEET SOUTHWEST OF
 PH1174'CORNER OF BRIDGE OVER THE EAST BRANCH OF CRANBERRY CREEK, 110 FEET
 PH1174'SOUTH OF UTILITY POLE NO. 82-1-48, 46.5 FEET WEST OF A 24-INCH MAPLE,
 PH1174'28.0 FEET NORTH OF A 25-INCH OAK, 16 FEET SOUTHERLY OF CENTERLINE OF
 PH1174'COUNTY ROAD NO. 1, BEING HIGHEST POINT ON TOP OF A KNOB IN A 2-INCH
 PH1174'DIAMETER CIRCLE INSIDE A SQUARE CUT IN THE BEDROCK, WITH NO. 153 CUT
 PH1174'IN ROCK 1/2-FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1132 ***********************************************************************
 LX1132  DESIGNATION -  153 A
 LX1132  PID         -  LX1132
 LX1132  STATE/COUNTY-  NY/DUTCHESS
 LX1132  USGS QUAD   -  WEST POINT (1981)
 LX1132
 LX1132                         *CURRENT SURVEY CONTROL
 LX1132  ___________________________________________________________________
 LX1132* NAD 83(1986)-  41 27 58.     (N)    073 59 05.     (W)     SCALED    
 LX1132* NAVD 88     -         4.559  (meters)      14.96   (feet)  ADJUSTED  
 LX1132  ___________________________________________________________________
 LX1132  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LX1132  DYNAMIC HT  -           4.557 (meters)      14.95  (feet)  COMP
 LX1132  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 LX1132
 LX1132  VERT ORDER  -  FIRST     CLASS II
 LX1132
 LX1132.The horizontal coordinates were scaled from a topographic map and have
 LX1132.an estimated accuracy of +/- 6 seconds.
 LX1132
 LX1132.The orthometric height was determined by differential leveling
 LX1132.and adjusted by the National Geodetic Survey in June 1991..
 LX1132
 LX1132.The geoid height was determined by GEOID03.
 LX1132
 LX1132.The dynamic height is computed by dividing the NAVD 88
 LX1132.geopotential number by the normal gravity value computed on the
 LX1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1132.degrees latitude (g = 980.6199 gals.).
 LX1132
 LX1132.The modeled gravity was interpolated from observed gravity values.
 LX1132
 LX1132;                    North         East    Units  Estimated Accuracy
 LX1132;SPC NY E     -   292,440.      193,040.      MT  (+/- 180 meters Scaled)
 LX1132
 LX1132                          SUPERSEDED SURVEY CONTROL
 LX1132
 LX1132  NGVD 29 (??/??/92)    4.843  (m)           15.89   (f) ADJ UNCH    1 2
 LX1132
 LX1132.Superseded values are not recommended for survey control.
 LX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1132.See file dsdata.txt to determine how the superseded data were derived.
 LX1132
 LX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL847909(NAD 83)
 LX1132_MARKER: B = BOLT
 LX1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1132_SP_SET: BRIDGE
 LX1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1132
 LX1132  HISTORY     - Date     Condition        Report By
 LX1132  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1132  HISTORY     - 1955     GOOD             NGS
 LX1132
 LX1132                          STATION DESCRIPTION
 LX1132
 LX1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1132'3.6 MI N FROM COLD SPRINGS.
 LX1132'3.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1132'STATION AT COLD SPRINGS, ABOUT 2.75 MILES SOUTH OF THE STATION
 LX1132'AT BEACON, DUTCHESS COUNTY, ABOUT 0.25 MILE NORTH OF MILE POST
 LX1132'NY 56, ABOUT 0.2 MILE NORTH OF A DEEP THRU ROCK CUT, IN THE TOP
 LX1132'OF THE NORTH END OF THE EAST HEAD WALL OF AN 18-FOOT CONCRETE
 LX1132'BRIDGE UNDER TRACKS, 8 1/2 FEET EAST OF EAST RAIL OF EAST TRACK,
 LX1132'19 1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. 56/16 AND ABOUT
 LX1132'2 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0415 ***********************************************************************
 KV0415  DESIGNATION -  153 NYBE+A
 KV0415  PID         -  KV0415
 KV0415  STATE/COUNTY-  NY/RICHMOND
 KV0415  USGS QUAD   -  THE NARROWS (1981)
 KV0415
 KV0415                         *CURRENT SURVEY CONTROL
 KV0415  ___________________________________________________________________
 KV0415* NAD 83(1986)-  40 37 19.     (N)    074 04 45.     (W)     SCALED    
 KV0415* NAVD 88     -        10.159  (meters)      33.33   (feet)  ADJUSTED  
 KV0415  ___________________________________________________________________
 KV0415  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0415  DYNAMIC HT  -          10.155 (meters)      33.32  (feet)  COMP
 KV0415  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 KV0415
 KV0415  VERT ORDER  -  FIRST     CLASS II
 KV0415
 KV0415.The horizontal coordinates were scaled from a topographic map and have
 KV0415.an estimated accuracy of +/- 6 seconds.
 KV0415
 KV0415.The orthometric height was determined by differential leveling
 KV0415.and adjusted by the National Geodetic Survey in June 1991..
 KV0415
 KV0415.The geoid height was determined by GEOID03.
 KV0415
 KV0415.The dynamic height is computed by dividing the NAVD 88
 KV0415.geopotential number by the normal gravity value computed on the
 KV0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0415.degrees latitude (g = 980.6199 gals.).
 KV0415
 KV0415.The modeled gravity was interpolated from observed gravity values.
 KV0415
 KV0415;                    North         East    Units  Estimated Accuracy
 KV0415;SPC NY L     -    50,560.      293,300.      MT  (+/- 180 meters Scaled)
 KV0415
 KV0415                          SUPERSEDED SURVEY CONTROL
 KV0415
 KV0415  NGVD 29 (04/16/92)   10.497  (m)           34.44   (f) ADJUSTED    1 2
 KV0415
 KV0415.Superseded values are not recommended for survey control.
 KV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0415.See file dsdata.txt to determine how the superseded data were derived.
 KV0415
 KV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK778971(NAD 83)
 KV0415_MARKER: X = CHISELED CROSS
 KV0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0415_SP_SET: GRANITE FOUNDATION
 KV0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0415
 KV0415  HISTORY     - Date     Condition        Report By
 KV0415  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0415  HISTORY     - 1952     GOOD             CGS
 KV0415  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0415
 KV0415                          STATION DESCRIPTION
 KV0415
 KV0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0415'AT STATEN ISLAND.
 KV0415'ON STATEN ISLAND, AT STAPLETON, AT THE INTERSECTION OF WRIGHT AND
 KV0415'BROAD STREETS, AN OUTLINE CROSS IN THE EAST VERTICAL FACE OF
 KV0415'GRANITE FOUNDATION OF PUBLIC SCHOOL NO. 14, 1/2 FOOT NORTH OF
 KV0415'SOUTHEAST CORNER OF BUILDING AND 0.8 FOOT ABOVE SIDE WALK.
 KV0415
 KV0415                          STATION RECOVERY (1985)
 KV0415
 KV0415'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1108 ***********************************************************************
 NA1108  DESIGNATION -  1532
 NA1108  PID         -  NA1108
 NA1108  STATE/COUNTY-  NY/HERKIMER
 NA1108  USGS QUAD   -  MILLERS MILLS (1943)
 NA1108
 NA1108                         *CURRENT SURVEY CONTROL
 NA1108  ___________________________________________________________________
 NA1108* NAD 83(1986)-  42 55 59.     (N)    075 02 11.     (W)     SCALED    
 NA1108* NAVD 88     -       466.959  (meters)    1532.01   (feet)  ADJUSTED  
 NA1108  ___________________________________________________________________
 NA1108  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NA1108  DYNAMIC HT  -         466.808 (meters)    1531.52  (feet)  COMP
 NA1108  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 NA1108
 NA1108  VERT ORDER  -  SECOND    CLASS 0
 NA1108
 NA1108.The horizontal coordinates were scaled from a topographic map and have
 NA1108.an estimated accuracy of +/- 6 seconds.
 NA1108
 NA1108.The orthometric height was determined by differential leveling
 NA1108.and adjusted by the National Geodetic Survey in June 1991..
 NA1108
 NA1108.The geoid height was determined by GEOID03.
 NA1108
 NA1108.The dynamic height is computed by dividing the NAVD 88
 NA1108.geopotential number by the normal gravity value computed on the
 NA1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1108.degrees latitude (g = 980.6199 gals.).
 NA1108
 NA1108.The modeled gravity was interpolated from observed gravity values.
 NA1108
 NA1108;                    North         East    Units  Estimated Accuracy
 NA1108;SPC NY E     -   455,380.      106,220.      MT  (+/- 180 meters Scaled)
 NA1108
 NA1108                          SUPERSEDED SURVEY CONTROL
 NA1108
 NA1108  NGVD 29 (??/??/92)  467.094  (m)         1532.46   (f) ADJ UNCH    2 0
 NA1108
 NA1108.Superseded values are not recommended for survey control.
 NA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1108.See file dsdata.txt to determine how the superseded data were derived.
 NA1108
 NA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN970533(NAD 83)
 NA1108_MARKER: DB = BENCH MARK DISK
 NA1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1108_SP_SET: WALL
 NA1108_STAMPING: 1532 1903 ADJ
 NA1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1108
 NA1108  HISTORY     - Date     Condition        Report By
 NA1108  HISTORY     - 1903     MONUMENTED       USGS
 NA1108  HISTORY     - 1942     GOOD             NGS
 NA1108
 NA1108                          STATION DESCRIPTION
 NA1108
 NA1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1108'AT COLUMBIA CENTER.
 NA1108'AT THE METHODIST CHURCH IN COLUMBIA CENTER.  A U.S.G.S. DISK, SET
 NA1108'VERTICALLY, IN THE WEST STONE FOUNDATION WALL, 0.6 FOOT NORTH OF THE
 NA1108'SOUTHWEST CORNER, AND 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1100 ***********************************************************************
 NA1100  DESIGNATION -  1532
 NA1100  PID         -  NA1100
 NA1100  STATE/COUNTY-  NY/HERKIMER
 NA1100  USGS QUAD   -  WEST WINFIELD (1981)
 NA1100
 NA1100                         *CURRENT SURVEY CONTROL
 NA1100  ___________________________________________________________________
 NA1100* NAD 83(1986)-  42 58 40.     (N)    075 08 44.     (W)     SCALED    
 NA1100* NAVD 88     -       466.863  (meters)    1531.70   (feet)  ADJUSTED  
 NA1100  ___________________________________________________________________
 NA1100  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NA1100  DYNAMIC HT  -         466.714 (meters)    1531.21  (feet)  COMP
 NA1100  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 NA1100
 NA1100  VERT ORDER  -  SECOND    CLASS 0
 NA1100
 NA1100.The horizontal coordinates were scaled from a topographic map and have
 NA1100.an estimated accuracy of +/- 6 seconds.
 NA1100
 NA1100.The orthometric height was determined by differential leveling
 NA1100.and adjusted by the National Geodetic Survey in June 1991..
 NA1100
 NA1100.The geoid height was determined by GEOID03.
 NA1100
 NA1100.The dynamic height is computed by dividing the NAVD 88
 NA1100.geopotential number by the normal gravity value computed on the
 NA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1100.degrees latitude (g = 980.6199 gals.).
 NA1100
 NA1100.The modeled gravity was interpolated from observed gravity values.
 NA1100
 NA1100;                    North         East    Units  Estimated Accuracy
 NA1100;SPC NY E     -   460,410.       97,350.      MT  (+/- 180 meters Scaled)
 NA1100
 NA1100                          SUPERSEDED SURVEY CONTROL
 NA1100
 NA1100  NGVD 29 (??/??/92)  466.996  (m)         1532.14   (f) ADJ UNCH    2 0
 NA1100
 NA1100.Superseded values are not recommended for survey control.
 NA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1100.See file dsdata.txt to determine how the superseded data were derived.
 NA1100
 NA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN881583(NAD 83)
 NA1100_MARKER: DD = SURVEY DISK
 NA1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1100_SP_SET: WALL
 NA1100_STAMPING: 1532 1903 ADJ
 NA1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1100
 NA1100  HISTORY     - Date     Condition        Report By
 NA1100  HISTORY     - 1903     MONUMENTED       USGS
 NA1100  HISTORY     - 1942     GOOD             NGS
 NA1100  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1100
 NA1100                          STATION DESCRIPTION
 NA1100
 NA1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1100'2.9 MI SE FROM GULPH.
 NA1100'1.7 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE STATE HIGHWAY NO. 171
 NA1100'BRIDGE OVER MOYER CREEK AT GULPH, THENCE 1.1 MILES SOUTHEAST ALONG A
 NA1100'GRAVEL ROAD, THENCE 0.1 MILE EAST ALONG A BLACK TOP ROAD, AT THE
 NA1100'LITCHFIELD CHURCH.  A U.S.G.S. DISK, SET VERTICALLY IN THE STONE
 NA1100'FOUNDATION WALL, 6.4 FEET EAST OF THE SOUTHWEST CORNER, AND 1.7 FEET
 NA1100'ABOVE THE SURFACE OF THE GROUND.
 NA1100
 NA1100                          STATION RECOVERY (1982)
 NA1100
 NA1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2213 ***********************************************************************
 PH2213  DESIGNATION -  154 IWC
 PH2213  PID         -  PH2213
 PH2213  STATE/COUNTY-  NY/ST LAWRENCE
 PH2213  USGS QUAD   -  MORRISTOWN (1982)
 PH2213
 PH2213                         *CURRENT SURVEY CONTROL
 PH2213  ___________________________________________________________________
 PH2213* NAD 83(1996)-  44 34 25.59698(N)    075 40 10.30760(W)     ADJUSTED  
 PH2213* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2213  ___________________________________________________________________
 PH2213  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 PH2213  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 PH2213
 PH2213  HORZ ORDER  -  THIRD
 PH2213
 PH2213.The horizontal coordinates were established by classical geodetic methods
 PH2213.and adjusted by the National Geodetic Survey in January 1999..
 PH2213
 PH2213.The orthometric height was scaled from a topographic map.
 PH2213
 PH2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2213
 PH2213.The geoid height was determined by GEOID03.
 PH2213
 PH2213;                    North         East     Units Scale Factor Converg.
 PH2213;SPC NY E     -   638,179.177    57,114.353   MT  1.00000607   -0 49 15.1
 PH2213;SPC NY E     - 2,093,759.52    187,382.67   sFT  1.00000607   -0 49 15.1
 PH2213;UTM  18      - 4,935,822.184   446,841.025   MT  0.99963475   -0 28 11.7
 PH2213
 PH2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2213!SPC NY E     -   0.99999322  x   1.00000607  =   0.99999929
 PH2213!UTM  18      -   0.99999322  x   0.99963475  =   0.99962797
 PH2213
 PH2213:                Primary Azimuth Mark                     Grid Az
 PH2213:SPC NY E     -  BROCKVILLE ASYLUM CHY IBC                004 19 56.7
 PH2213:UTM  18      -  BROCKVILLE ASYLUM CHY IBC                003 58 53.3
 PH2213
 PH2213|---------------------------------------------------------------------|
 PH2213| PID    Reference Object                     Distance      Geod. Az  |
 PH2213|                                                           dddmmss.s |
 PH2213| PH2212 BROCKVILLE ASYLUM CHY IBC           APPROX. 3.6 KM 0033041.6 |
 PH2213| PH2211 REF MON 55=153                      APPROX. 2.3 KM 0143012.8 |
 PH2213| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 2.4 KM 0510308.6 |
 PH2213| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 2.3 KM 3240948.1 |
 PH2213| PH2216 BROCKVILLE UNITED CH SPIRE IBC      APPROX. 2.3 KM 3272513.6 |
 PH2213|---------------------------------------------------------------------|
 PH2213
 PH2213                          SUPERSEDED SURVEY CONTROL
 PH2213
 PH2213  NAD 83(1986)-  44 34 25.60449(N)    075 40 10.30811(W) AD(       ) 3
 PH2213  NAD 27      -  44 34 25.39451(N)    075 40 11.47561(W) AD(       ) 3
 PH2213
 PH2213.Superseded values are not recommended for survey control.
 PH2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2213.See file dsdata.txt to determine how the superseded data were derived.
 PH2213
 PH2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4684135822(NAD 83)
 PH2213_MARKER: DD = SURVEY DISK
 PH2213_SETTING: 66 = SET IN ROCK OUTCROP
 PH2213_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2213+STABILITY: POSITION/ELEVATION WELL
 PH2213
 PH2213  HISTORY     - Date     Condition        Report By
 PH2213  HISTORY     - 1911     MONUMENTED       IBWC
 PH2213  HISTORY     - 1957     POOR             IBC
 PH2213
 PH2213                          STATION DESCRIPTION
 PH2213
 PH2213'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2213'ABOUT 1-1/2 MILES SOUTHWEST OF THE VILLAGE OF MORRISTOWN, ON THE
 PH2213'SHARPEST POINT OF THE SHARP FLAT POINT OF THE SHORE LINE ON THE
 PH2213'UPPER SIDE OF EAGER BAY ON THE SOUTH SHORE OF THE ST LAWRENCE RIVER.
 PH2213'DIRECTLY OPPOSITE OLD MAN ISLAND.  THE STATION IS 5 FEET INSHORE FROM
 PH2213'THE EDGE OF THE LEDGE UPON WHICH IT IS SITUATED, AND 10 FEET
 PH2213'DOWNSTREAM FROM A FENCE THAT TERMINATES AT THE RIVER.  THERE ARE TWO
 PH2213'COTTAGES A SHORT DISTANCE UPSTREAM FROM THE STATION.
 PH2213'
 PH2213'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2213'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE LEDGE ROCK.
 PH2213'REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW CUT IN THE LEDGE ROCK
 PH2213'UPSTREAM FROM THE STATION, 10 FEET DOWNSTREAM FROM THE FENCE
 PH2213'BEFORE - MENTIONED, AND JUST OUTSIDE OF AND OPPOSITE AN ANGLE OF A
 PH2213'RETAINING WALL BUILT AROUND THE LAWN BELONGING TO THE FIRST COTTAGE
 PH2213'UPSTREAM FROM THE STATION.
 PH2213
 PH2213                          STATION RECOVERY (1957)
 PH2213
 PH2213'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2213'IN 1957 ONLY THE SHANK OF THE STATION MARK REMAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1907 ***********************************************************************
 OF1907  DESIGNATION -  154 MCGS 1969
 OF1907  PID         -  OF1907
 OF1907  STATE/COUNTY-  NY/MONROE
 OF1907  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1907
 OF1907                         *CURRENT SURVEY CONTROL
 OF1907  ___________________________________________________________________
 OF1907* NAD 83(1996)-  43 11 48.86041(N)    077 30 32.24913(W)     ADJUSTED  
 OF1907* NAVD 88     -       136.9    (meters)     449.     (feet)  VERTCON   
 OF1907  ___________________________________________________________________
 OF1907  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OF1907  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF1907
 OF1907  HORZ ORDER  -  SECOND
 OF1907
 OF1907.The horizontal coordinates were established by classical geodetic methods
 OF1907.and adjusted by the National Geodetic Survey in January 1999..
 OF1907
 OF1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1907
 OF1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1907
 OF1907.The geoid height was determined by GEOID03.
 OF1907
 OF1907;                    North         East     Units Scale Factor Converg.
 OF1907;SPC NY W     -   355,604.261   437,320.207   MT  1.00003126   +0 44 07.7
 OF1907;SPC NY W     - 1,166,678.31  1,434,774.71   sFT  1.00003126   +0 44 07.7
 OF1907;UTM  18      - 4,785,737.374   296,148.989   MT  1.00011122   -1 43 04.8
 OF1907
 OF1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1907!SPC NY W     -   0.99998413  x   1.00003126  =   1.00001539
 OF1907!UTM  18      -   0.99998413  x   1.00011122  =   1.00009535
 OF1907
 OF1907|---------------------------------------------------------------------|
 OF1907| PID    Reference Object                     Distance      Geod. Az  |
 OF1907|                                                           dddmmss.s |
 OF1907| OF1912 155 MCGS 1969                       328.860 METERS 15411     |
 OF1907| OF1963 155 MCGS 1969 ECC                   352.460 METERS 15437     |
 OF1907|---------------------------------------------------------------------|
 OF1907
 OF1907                          SUPERSEDED SURVEY CONTROL
 OF1907
 OF1907  NAD 83(1986)-  43 11 48.86867(N)    077 30 32.24788(W) AD(       ) 2
 OF1907  NAD 27      -  43 11 48.64438(N)    077 30 33.25682(W) AD(       ) 2
 OF1907  NGVD 29 (07/19/86)  137.1    (m)          450.     (f) VERT ANG       
 OF1907
 OF1907.Superseded values are not recommended for survey control.
 OF1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1907.See file dsdata.txt to determine how the superseded data were derived.
 OF1907
 OF1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9614985737(NAD 83)
 OF1907_MARKER: DD = SURVEY DISK
 OF1907_SETTING: 0 = UNSPECIFIED SETTING
 OF1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1907
 OF1907  HISTORY     - Date     Condition        Report By
 OF1907  HISTORY     - 1969     MONUMENTED       NY-055
 OF1907  HISTORY     - 1971     GOOD             NY-055
 OF1907  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 OF1907
 OF1907                          STATION DESCRIPTION
 OF1907
 OF1907'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1907'IN WEBSTER ON BAY ROAD.
 OF1907'
 OF1907'0.6 MILE SOUTH OF RIDGE ROAD.
 OF1907'
 OF1907'0.5 MILE NORTH OF EMPIRE BLVD (RT.104).
 OF1907'
 OF1907'0.30 MILE SOUTHEAST OF STATION WILLOW 1969.
 OF1907'
 OF1907'11.0 FEET WEST OF CENTERLINE OF BAY ROAD.
 OF1907'
 OF1907'41.0 FEET EAST OF RG AND E POLE.
 OF1907'
 OF1907'50.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE 1153.
 OF1907'
 OF1907'70.9 FEET SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE 1153.
 OF1907'
 OF1907'61.0 FEET SOUTH EAST OF 15 INCH MAPLE TREE.
 OF1907'
 OF1907'19.1 FEET NORTH OF SOUTH RANGELINE OF HOUSE 1153.
 OF1907'
 OF1907'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1907'DISK STAMPED 154 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF1907
 OF1907                          STATION RECOVERY (1971)
 OF1907
 OF1907'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1907'1969 DESCRIPTION IS ADEQUATE.
 OF1907
 OF1907                          STATION RECOVERY (1998)
 OF1907
 OF1907'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1145 ***********************************************************************
 NA1145  DESIGNATION -  1541
 NA1145  PID         -  NA1145
 NA1145  STATE/COUNTY-  NY/OTSEGO
 NA1145  USGS QUAD   -  EDMESTON (1994)
 NA1145
 NA1145                         *CURRENT SURVEY CONTROL
 NA1145  ___________________________________________________________________
 NA1145* NAD 83(1986)-  42 43 23.     (N)    075 07 33.     (W)     SCALED    
 NA1145* NAVD 88     -       469.871  (meters)    1541.57   (feet)  ADJUSTED  
 NA1145  ___________________________________________________________________
 NA1145  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NA1145  DYNAMIC HT  -         469.708 (meters)    1541.03  (feet)  COMP
 NA1145  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 NA1145
 NA1145  VERT ORDER  -  SECOND    CLASS 0
 NA1145
 NA1145.The horizontal coordinates were scaled from a topographic map and have
 NA1145.an estimated accuracy of +/- 6 seconds.
 NA1145
 NA1145.The orthometric height was determined by differential leveling
 NA1145.and adjusted by the National Geodetic Survey in June 1991..
 NA1145
 NA1145.The geoid height was determined by GEOID03.
 NA1145
 NA1145.The dynamic height is computed by dividing the NAVD 88
 NA1145.geopotential number by the normal gravity value computed on the
 NA1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1145.degrees latitude (g = 980.6199 gals.).
 NA1145
 NA1145.The modeled gravity was interpolated from observed gravity values.
 NA1145
 NA1145;                    North         East    Units  Estimated Accuracy
 NA1145;SPC NY E     -   432,100.       98,750.      MT  (+/- 180 meters Scaled)
 NA1145
 NA1145                          SUPERSEDED SURVEY CONTROL
 NA1145
 NA1145  NGVD 29 (??/??/92)  469.996  (m)         1541.98   (f) ADJ UNCH    2 0
 NA1145
 NA1145.Superseded values are not recommended for survey control.
 NA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1145.See file dsdata.txt to determine how the superseded data were derived.
 NA1145
 NA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN896300(NAD 83)
 NA1145_MARKER: DD = SURVEY DISK
 NA1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1145_SP_SET: WALL
 NA1145_STAMPING: 1541 N.Y. 1909
 NA1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1145
 NA1145  HISTORY     - Date     Condition        Report By
 NA1145  HISTORY     - 1909     MONUMENTED       USGS
 NA1145  HISTORY     - 1942     GOOD             NGS
 NA1145
 NA1145                          STATION DESCRIPTION
 NA1145
 NA1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1145'AT BURLINGTON.
 NA1145'AT THE BAPTIST CHURCH IN BURLINGTON.  A U.S.G.S. DISK, SET
 NA1145'VERTICALLY, IN THE SOUTH STONE FOUNDATION WALL, 0.6 FOOT WEST OF THE
 NA1145'SOUTHEAST CORNER, AND 2.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0561 ***********************************************************************
 OE0561  DESIGNATION -  1544
 OE0561  PID         -  OE0561
 OE0561  STATE/COUNTY-  NY/HERKIMER
 OE0561  USGS QUAD   -  HINCKLEY (1978)
 OE0561
 OE0561                         *CURRENT SURVEY CONTROL
 OE0561  ___________________________________________________________________
 OE0561* NAD 83(1986)-  43 36 37.     (N)    075 05 56.     (W)     SCALED    
 OE0561* NAVD 88     -       470.533  (meters)    1543.74   (feet)  ADJUSTED  
 OE0561  ___________________________________________________________________
 OE0561  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 OE0561  DYNAMIC HT  -         470.418 (meters)    1543.36  (feet)  COMP
 OE0561  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 OE0561
 OE0561  VERT ORDER  -  FIRST     CLASS II
 OE0561
 OE0561.The horizontal coordinates were scaled from a topographic map and have
 OE0561.an estimated accuracy of +/- 6 seconds.
 OE0561
 OE0561.The orthometric height was determined by differential leveling
 OE0561.and adjusted by the National Geodetic Survey in June 1991..
 OE0561
 OE0561.The geoid height was determined by GEOID03.
 OE0561
 OE0561.The dynamic height is computed by dividing the NAVD 88
 OE0561.geopotential number by the normal gravity value computed on the
 OE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0561.degrees latitude (g = 980.6199 gals.).
 OE0561
 OE0561.The modeled gravity was interpolated from observed gravity values.
 OE0561
 OE0561;                    North         East    Units  Estimated Accuracy
 OE0561;SPC NY E     -   530,640.      101,660.      MT  (+/- 180 meters Scaled)
 OE0561
 OE0561                          SUPERSEDED SURVEY CONTROL
 OE0561
 OE0561  NGVD 29 (??/??/92)  470.597  (m)         1543.95   (f) ADJ UNCH    1 2
 OE0561
 OE0561.Superseded values are not recommended for survey control.
 OE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0561.See file dsdata.txt to determine how the superseded data were derived.
 OE0561
 OE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP920285(NAD 83)
 OE0561_MARKER: B = BOLT
 OE0561_SETTING: 66 = SET IN ROCK OUTCROP
 OE0561_SP_SET: ROCK CUT
 OE0561_STAMPING: 1544
 OE0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0561+STABILITY: POSITION/ELEVATION WELL
 OE0561
 OE0561  HISTORY     - Date     Condition        Report By
 OE0561  HISTORY     - UNK      MONUMENTED       USGS
 OE0561  HISTORY     - 1931     GOOD             NGS
 OE0561
 OE0561                          STATION DESCRIPTION
 OE0561
 OE0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0561'IN MCKEEVER.
 OE0561'600 FEET SOUTH OF MCKEEVER STATION IN ROCK CUT, WEST OF RAILROAD
 OE0561'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0564 ***********************************************************************
 OE0564  DESIGNATION -  1546
 OE0564  PID         -  OE0564
 OE0564  STATE/COUNTY-  NY/ONEIDA
 OE0564  USGS QUAD   -  HINCKLEY (1978)
 OE0564
 OE0564                         *CURRENT SURVEY CONTROL
 OE0564  ___________________________________________________________________
 OE0564* NAD 83(1986)-  43 35 27.     (N)    075 06 41.     (W)     SCALED    
 OE0564* NAVD 88     -       472.208  (meters)    1549.24   (feet)  ADJUSTED  
 OE0564  ___________________________________________________________________
 OE0564  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OE0564  DYNAMIC HT  -         472.091 (meters)    1548.85  (feet)  COMP
 OE0564  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OE0564
 OE0564  VERT ORDER  -  FIRST     CLASS II
 OE0564
 OE0564.The horizontal coordinates were scaled from a topographic map and have
 OE0564.an estimated accuracy of +/- 6 seconds.
 OE0564
 OE0564.The orthometric height was determined by differential leveling
 OE0564.and adjusted by the National Geodetic Survey in June 1991..
 OE0564
 OE0564.The geoid height was determined by GEOID03.
 OE0564
 OE0564.The dynamic height is computed by dividing the NAVD 88
 OE0564.geopotential number by the normal gravity value computed on the
 OE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0564.degrees latitude (g = 980.6199 gals.).
 OE0564
 OE0564.The modeled gravity was interpolated from observed gravity values.
 OE0564
 OE0564;                    North         East    Units  Estimated Accuracy
 OE0564;SPC NY C     -   399,860.      368,860.      MT  (+/- 180 meters Scaled)
 OE0564
 OE0564                          SUPERSEDED SURVEY CONTROL
 OE0564
 OE0564  NGVD 29 (??/??/92)  472.273  (m)         1549.45   (f) ADJ UNCH    1 2
 OE0564
 OE0564.Superseded values are not recommended for survey control.
 OE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0564.See file dsdata.txt to determine how the superseded data were derived.
 OE0564
 OE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP910264(NAD 83)
 OE0564_MARKER: DD = SURVEY DISK
 OE0564_SETTING: 80 = SET IN A BOULDER
 OE0564_SP_SET: BOULDER
 OE0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0564+STABILITY: SURFACE MOTION
 OE0564
 OE0564  HISTORY     - Date     Condition        Report By
 OE0564  HISTORY     - UNK      MONUMENTED       USGS
 OE0564  HISTORY     - 1931     GOOD             NGS
 OE0564
 OE0564                          STATION DESCRIPTION
 OE0564
 OE0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0564'IN OTTER LAKE.
 OE0564'ON RAILROAD STATION GREEN MIDWAY BETWEEN STATION AND OTTER LAKE HOTEL
 OE0564'AND 60 FEET FROM U.S.C. AND G.S. BENCH MARK X 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1556 ***********************************************************************
 LX1556  DESIGNATION -  15.499
 LX1556  PID         -  LX1556
 LX1556  STATE/COUNTY-  NY/DUTCHESS
 LX1556  USGS QUAD   -  KINGSTON EAST (1980)
 LX1556
 LX1556                         *CURRENT SURVEY CONTROL
 LX1556  ___________________________________________________________________
 LX1556* NAD 83(1986)-  41 55 14.     (N)    073 57 07.     (W)     SCALED    
 LX1556* NAVD 88     -         4.381  (meters)      14.37   (feet)  ADJUSTED  
 LX1556  ___________________________________________________________________
 LX1556  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX1556  DYNAMIC HT  -           4.380 (meters)      14.37  (feet)  COMP
 LX1556  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LX1556
 LX1556  VERT ORDER  -  FIRST     CLASS II
 LX1556
 LX1556.The horizontal coordinates were scaled from a topographic map and have
 LX1556.an estimated accuracy of +/- 6 seconds.
 LX1556
 LX1556.The orthometric height was determined by differential leveling
 LX1556.and adjusted by the National Geodetic Survey in June 1991..
 LX1556
 LX1556.The geoid height was determined by GEOID03.
 LX1556
 LX1556.The dynamic height is computed by dividing the NAVD 88
 LX1556.geopotential number by the normal gravity value computed on the
 LX1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1556.degrees latitude (g = 980.6199 gals.).
 LX1556
 LX1556.The modeled gravity was interpolated from observed gravity values.
 LX1556
 LX1556;                    North         East    Units  Estimated Accuracy
 LX1556;SPC NY E     -   342,920.      195,460.      MT  (+/- 180 meters Scaled)
 LX1556
 LX1556                          SUPERSEDED SURVEY CONTROL
 LX1556
 LX1556  NGVD 29 (??/??/92)    4.632  (m)           15.20   (f) ADJ UNCH    1 2
 LX1556
 LX1556.Superseded values are not recommended for survey control.
 LX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1556.See file dsdata.txt to determine how the superseded data were derived.
 LX1556
 LX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM869414(NAD 83)
 LX1556_MARKER: B = BOLT
 LX1556_SETTING: 66 = SET IN ROCK OUTCROP
 LX1556_SP_SET: ROCK LEDGE
 LX1556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1556+STABILITY: POSITION/ELEVATION WELL
 LX1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1556+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 LX1556
 LX1556  HISTORY     - Date     Condition        Report By
 LX1556  HISTORY     - UNK      MONUMENTED       USGS
 LX1556  HISTORY     - 1955     GOOD             NGS
 LX1556  HISTORY     - 20050929 GOOD             NYDT
 LX1556
 LX1556                          STATION DESCRIPTION
 LX1556
 LX1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1556'AT RHINECLIFF.
 LX1556'AT RHINECLIFF, ALONG THE NEW YORK CENTRAL RAILROAD, 337 FEET
 LX1556'SOUTH OF SOUTH END OF STATION, 11 FEET EAST OF EAST RAIL OF
 LX1556'EAST TRACK, 75 FEET NORTH OF SOUTH END OF A MASONRY STONE
 LX1556'RETAINING WALL, 15 FEET SOUTH OF SOUTH END OF A CONCRETE
 LX1556'RETAINING WALL WHICH EXTENDS SOUTH FROM STATION, IN THE VERTICAL
 LX1556'FACE OF A ROCK LEDGE, ABOUT 5 FEET ABOVE LEVEL OF TRACKS AND
 LX1556'IS A 1/2-INCH COPPER BOLT WITH CROSS IN CENTER FLANKED BY
 LX1556'LETTERS AND FIGURES U S G S 1894 CUT IN ROCK.
 LX1556
 LX1556                          STATION RECOVERY (2005)
 LX1556
 LX1556'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LX1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0995 ***********************************************************************
 LY0995  DESIGNATION -  155
 LY0995  PID         -  LY0995
 LY0995  STATE/COUNTY-  NY/DELAWARE
 LY0995  USGS QUAD   -  LAKE COMO (1992)
 LY0995
 LY0995                         *CURRENT SURVEY CONTROL
 LY0995  ___________________________________________________________________
 LY0995* NAD 83(1986)-  41 51 48.     (N)    075 14 59.     (W)     SCALED    
 LY0995* NAVD 88     -       268.107  (meters)     879.61   (feet)  ADJUSTED  
 LY0995  ___________________________________________________________________
 LY0995  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LY0995  DYNAMIC HT  -         268.016 (meters)     879.32  (feet)  COMP
 LY0995  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LY0995
 LY0995  VERT ORDER  -  FIRST     CLASS II
 LY0995
 LY0995.The horizontal coordinates were scaled from a topographic map and have
 LY0995.an estimated accuracy of +/- 6 seconds.
 LY0995
 LY0995.The orthometric height was determined by differential leveling
 LY0995.and adjusted by the National Geodetic Survey in June 1991..
 LY0995
 LY0995.The geoid height was determined by GEOID03.
 LY0995
 LY0995.The dynamic height is computed by dividing the NAVD 88
 LY0995.geopotential number by the normal gravity value computed on the
 LY0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0995.degrees latitude (g = 980.6199 gals.).
 LY0995
 LY0995.The modeled gravity was interpolated from observed gravity values.
 LY0995
 LY0995;                    North         East    Units  Estimated Accuracy
 LY0995;SPC NY E     -   336,690.       87,760.      MT  (+/- 180 meters Scaled)
 LY0995
 LY0995                          SUPERSEDED SURVEY CONTROL
 LY0995
 LY0995  NGVD 29 (??/??/92)  268.270  (m)          880.15   (f) ADJ UNCH    1 2
 LY0995
 LY0995.Superseded values are not recommended for survey control.
 LY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0995.See file dsdata.txt to determine how the superseded data were derived.
 LY0995
 LY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM792346(NAD 83)
 LY0995_MARKER: B = BOLT
 LY0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0995_SP_SET: CONCRETE BASE
 LY0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0995
 LY0995  HISTORY     - Date     Condition        Report By
 LY0995  HISTORY     - UNK      MONUMENTED
 LY0995  HISTORY     - 1941     GOOD             NGS
 LY0995  HISTORY     - 1982     POOR             NGS
 LY0995
 LY0995                          STATION DESCRIPTION
 LY0995
 LY0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0995'2.8 MI W FROM LORDVILLE.
 LY0995'2.8 MILES WEST ALONG THE ERIE RAILROAD, THE SOUTHEAST ANCHOR BOLT
 LY0995'IN BLOCK SIGNAL NUMBER 155.1, 9.3 FEET NORTHWEST OF THE NORTHWEST
 LY0995'RAIL.
 LY0995
 LY0995                          STATION RECOVERY (1982)
 LY0995
 LY0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0995'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1912 ***********************************************************************
 OF1912  DESIGNATION -  155 MCGS 1969
 OF1912  PID         -  OF1912
 OF1912  STATE/COUNTY-  NY/MONROE
 OF1912  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1912
 OF1912                         *CURRENT SURVEY CONTROL
 OF1912  ___________________________________________________________________
 OF1912* NAD 83(1996)-  43 11 39.26801(N)    077 30 25.90474(W)     ADJUSTED  
 OF1912* NAVD 88     -       132.7    (meters)     435.     (feet)  VERTCON   
 OF1912  ___________________________________________________________________
 OF1912  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OF1912  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1912
 OF1912  HORZ ORDER  -  SECOND
 OF1912
 OF1912.The horizontal coordinates were established by classical geodetic methods
 OF1912.and adjusted by the National Geodetic Survey in January 1999..
 OF1912
 OF1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1912
 OF1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1912
 OF1912.The geoid height was determined by GEOID03.
 OF1912
 OF1912;                    North         East     Units Scale Factor Converg.
 OF1912;SPC NY W     -   355,310.094   437,467.248   MT  1.00003158   +0 44 11.9
 OF1912;SPC NY W     - 1,165,713.20  1,435,257.13   sFT  1.00003158   +0 44 11.9
 OF1912;UTM  18      - 4,785,437.157   296,283.313   MT  1.00011054   -1 43 00.1
 OF1912
 OF1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1912!SPC NY W     -   0.99998479  x   1.00003158  =   1.00001637
 OF1912!UTM  18      -   0.99998479  x   1.00011054  =   1.00009533
 OF1912
 OF1912|---------------------------------------------------------------------|
 OF1912| PID    Reference Object                     Distance      Geod. Az  |
 OF1912|                                                           dddmmss.s |
 OF1912| OF1906 WILLOW                              374.785 METERS 32454     |
 OF1912| OF1907 154 MCGS 1969                       328.860 METERS 33411     |
 OF1912|---------------------------------------------------------------------|
 OF1912
 OF1912                          SUPERSEDED SURVEY CONTROL
 OF1912
 OF1912  NAD 83(1986)-  43 11 39.27628(N)    077 30 25.90347(W) AD(       ) 2
 OF1912  NAD 27      -  43 11 39.05166(N)    077 30 26.91250(W) AD(       ) 2
 OF1912  NGVD 29 (07/19/86)  132.9    (m)          436.     (f) VERT ANG       
 OF1912
 OF1912.Superseded values are not recommended for survey control.
 OF1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1912.See file dsdata.txt to determine how the superseded data were derived.
 OF1912
 OF1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9628385437(NAD 83)
 OF1912_MARKER: DD = SURVEY DISK
 OF1912_SETTING: 0 = UNSPECIFIED SETTING
 OF1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1912
 OF1912  HISTORY     - Date     Condition        Report By
 OF1912  HISTORY     - 1969     MONUMENTED       NY-055
 OF1912  HISTORY     - 1971     GOOD             NY-055
 OF1912  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 OF1912  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 OF1912
 OF1912                          STATION DESCRIPTION
 OF1912
 OF1912'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1912'IN PENFIELD ALONG BAY ROAD.
 OF1912'
 OF1912'0.3 MILE NORTH OF EMPIRE BLVD AT THE INTERSECTION OF BAY ROAD
 OF1912'AND TERREL DR.
 OF1912'
 OF1912'0.25 MILE SOUTH OF STATION WILLOW, 1969.
 OF1912'
 OF1912'15.6 FEET SOUTH OF CENTER OF TERREL DR. PAVEMENT.
 OF1912'
 OF1912'28.9 FEET EAST OF CENTER OF BAY ROAD PAVEMENT.
 OF1912'
 OF1912'8.8 FEET NORTHWEST OF FIRE HYDRANT.
 OF1912'
 OF1912'11.3 FEET NORTH OF UTILITY POLE.
 OF1912'
 OF1912'61.0 FEET SOUTHWEST OF RG AND E POLE 5.
 OF1912'
 OF1912'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1912'STAMPED 155 IN THE TOP OF A CONCRETE POST COVERED 1.2 FEET.
 OF1912
 OF1912                          STATION RECOVERY (1971)
 OF1912
 OF1912'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1912'DESCRIPTION IS ADEQUATE.
 OF1912
 OF1912                          STATION RECOVERY (1998)
 OF1912
 OF1912'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1912'MARK NOT FOUND.
 OF1912
 OF1912                          STATION RECOVERY (2004)
 OF1912
 OF1912'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5288 ***********************************************************************
 LX5288  DESIGNATION -  155 MM GPF AIMING POINT
 LX5288  PID         -  LX5288
 LX5288  STATE/COUNTY-  NY/SUFFOLK
 LX5288  USGS QUAD   -  NEW LONDON (1984)
 LX5288
 LX5288                         *CURRENT SURVEY CONTROL
 LX5288  ___________________________________________________________________
 LX5288* NAD 83(1996)-  41 15 19.92521(N)    072 00 33.62455(W)     ADJUSTED  
 LX5288* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LX5288  ___________________________________________________________________
 LX5288  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5288  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5288
 LX5288  HORZ ORDER  -  SECOND
 LX5288
 LX5288.This mark is at Elizabeth Field Airport (0B8)
 LX5288
 LX5288.The horizontal coordinates were established by classical geodetic methods
 LX5288.and adjusted by the National Geodetic Survey in January 1999..
 LX5288
 LX5288.The orthometric height was scaled from a topographic map.
 LX5288
 LX5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5288
 LX5288.The geoid height was determined by GEOID03.
 LX5288
 LX5288;                    North         East     Units Scale Factor Converg.
 LX5288;SPC NY L     -   122,814.178   466,824.976   MT  1.00001989   +1 18 07.4
 LX5288;SPC NY L     -   402,932.85  1,531,574.94   sFT  1.00001989   +1 18 07.4
 LX5288;SPC CT       -   199,554.828   366,873.791   MT  0.99999486   +0 29 28.0
 LX5288;SPC CT       -   654,706.13  1,203,651.76   sFT  0.99999486   +0 29 28.0
 LX5288;UTM  18      - 4,571,438.667   750,560.195   MT  1.00037271   +1 58 23.2
 LX5288;UTM  19      - 4,571,492.760   247,874.563   MT  1.00038240   -1 59 07.6
 LX5288
 LX5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5288!SPC NY L     -   1.00000017  x   1.00001989  =   1.00002006
 LX5288!SPC CT       -   1.00000017  x   0.99999486  =   0.99999503
 LX5288!UTM  18      -   1.00000017  x   1.00037271  =   1.00037288
 LX5288!UTM  19      -   1.00000017  x   1.00038240  =   1.00038257
 LX5288
 LX5288                          SUPERSEDED SURVEY CONTROL
 LX5288
 LX5288  NAD 83(1996)-  41 15 19.92523(N)    072 00 33.62460(W) AD(       ) 2
 LX5288  NAD 83(1992)-  41 15 19.92386(N)    072 00 33.62385(W) AD(       ) 2
 LX5288  NAD 83(1986)-  41 15 19.92516(N)    072 00 33.62947(W) AD(       ) 2
 LX5288  NAD 27      -  41 15 19.56700(N)    072 00 35.36500(W) AD(       ) 2
 LX5288
 LX5288.Superseded values are not recommended for survey control.
 LX5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5288.See file dsdata.txt to determine how the superseded data were derived.
 LX5288
 LX5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5056071439(NAD 83)
 LX5288_MARKER: Z = SEE DESCRIPTION
 LX5288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5288+STABILITY: SURFACE MOTION
 LX5288
 LX5288  HISTORY     - Date     Condition        Report By
 LX5288  HISTORY     - 1940     MONUMENTED       CGS
 LX5288  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5288
 LX5288                          STATION DESCRIPTION
 LX5288
 LX5288'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5288'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5288'RESERVATION OF FORT WRIGHT, ON THE S EDGE OF THE CREST OF
 LX5288'MT. PROSPECT, ABOUT 50 FT. SE OF THE MIDDLE ONE OF THREE SIMILAR
 LX5288'FIRE CONTROL BUILDINGS ON THE TOP OF THE HILL.  STATION IS MARKED
 LX5288'BY A PUNCH HOLE IN 1-IN. PLUG SET IN A 15-IN. (IN DIAMETER)
 LX5288'CONCRETE POST PROJECTING ABOUT 8 IN., OVER WHICH IS BUILT A
 LX5288'PERMANENT WOODEN TARGET ABOUT 16 FT. HIGH.  IT WAS LOCATED BY
 LX5288'TRAVERSE FROM STATION MT. PROSPECT 3.
 LX5288'
 LX5288'THIS IS A TRAVERSE STATION.
 LX5288
 LX5288                          STATION RECOVERY (1954)
 LX5288
 LX5288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5288'STATION SEARCHED FOR BUT NOT FOUND.  WOODEN TARGET NO LONGER
 LX5288'EXISTS.  AREA IS COVERED WITH DENSE LOW BRUSH, AND STATION
 LX5288'MAY STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2215 ***********************************************************************
 PH2215  DESIGNATION -  155 SUB IBC
 PH2215  PID         -  PH2215
 PH2215  STATE/COUNTY-  NY/ST LAWRENCE
 PH2215  USGS QUAD   -  MORRISTOWN (1982)
 PH2215
 PH2215                         *CURRENT SURVEY CONTROL
 PH2215  ___________________________________________________________________
 PH2215* NAD 83(1996)-  44 35 13.09104(N)    075 40 50.67100(W)     ADJUSTED  
 PH2215* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2215  ___________________________________________________________________
 PH2215  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 PH2215  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 PH2215
 PH2215  HORZ ORDER  -  THIRD
 PH2215
 PH2215.The horizontal coordinates were established by classical geodetic methods
 PH2215.and adjusted by the National Geodetic Survey in January 1999..
 PH2215
 PH2215.The orthometric height was scaled from a topographic map.
 PH2215
 PH2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2215
 PH2215.The geoid height was determined by GEOID03.
 PH2215
 PH2215;                    North         East     Units Scale Factor Converg.
 PH2215;SPC NY E     -   639,657.885    56,245.082   MT  1.00000806   -0 49 44.1
 PH2215;SPC NY E     - 2,098,610.91    184,530.74   sFT  1.00000806   -0 49 44.1
 PH2215;UTM  18      - 4,937,294.992   445,963.037   MT  0.99963591   -0 28 40.4
 PH2215
 PH2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2215!SPC NY E     -   0.99999323  x   1.00000806  =   1.00000129
 PH2215!UTM  18      -   0.99999323  x   0.99963591  =   0.99962914
 PH2215
 PH2215:                Primary Azimuth Mark                     Grid Az
 PH2215:SPC NY E     -  151 IWC                                  045 48 34.8
 PH2215:UTM  18      -  151 IWC                                  045 27 31.1
 PH2215
 PH2215|---------------------------------------------------------------------|
 PH2215| PID    Reference Object                     Distance      Geod. Az  |
 PH2215|                                                           dddmmss.s |
 PH2215| PH2230 151 IWC                             APPROX. 3.3 KM 0445850.7 |
 PH2215| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 2.8 KM 0890342.7 |
 PH2215|---------------------------------------------------------------------|
 PH2215
 PH2215                          SUPERSEDED SURVEY CONTROL
 PH2215
 PH2215  NAD 83(1986)-  44 35 13.09861(N)    075 40 50.67148(W) AD(       ) 3
 PH2215  NAD 27      -  44 35 12.89300(N)    075 40 51.83600(W) AD(       ) 3
 PH2215
 PH2215.Superseded values are not recommended for survey control.
 PH2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2215.See file dsdata.txt to determine how the superseded data were derived.
 PH2215
 PH2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4596337295(NAD 83)
 PH2215_MARKER: DD = SURVEY DISK
 PH2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2215+STABILITY: SURFACE MOTION
 PH2215
 PH2215  HISTORY     - Date     Condition        Report By
 PH2215  HISTORY     - 1939     MONUMENTED       IBC
 PH2215  HISTORY     - 1957     SEE DESCRIPTION  IBC
 PH2215  HISTORY     - 19950903 GOOD             USPSQD
 PH2215
 PH2215                          STATION DESCRIPTION
 PH2215
 PH2215'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2215'IN BROCKVILLE IN THE PUBLIC PARK ON BLOCKHOUSE ISLAND, ABOUT 36 FEET
 PH2215'INSHORE FROM THE IRON RAILING ON THE RETAINING WALL ALONG THE RIVER
 PH2215'FACE OF THE ISLAND.  THE STATION IS 46.92 FEET RIVERWARD FROM THE
 PH2215'CONCRETE FLAGPOLE NEAR THE CENTER OF THE PARK, 18.86 FEET INSHORE FROM
 PH2215'THE BACK OF THE CURB ALONG THE DRIVEWAY ON THE RIVER FRONT, AND 139.01
 PH2215'FEET FROM THE OUTSIDE CORNER OF THE CONCRETE WALK AT THE EASTERN
 PH2215'CORNER OF THE PARK.
 PH2215'
 PH2215'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2215'BRONZE - DISK STATION MARK SET JUST BELOW THE SOD IN THE TOP OF A
 PH2215'CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 20 INCHES IN DEPTH.
 PH2215'THE SUBSURFACE MARK IS A CROSS CUT IN A SMALL PIECE OF BRONZE SET IN A
 PH2215'MASS OF CONCRETE 20 INCHES UNDERGROUND.
 PH2215
 PH2215                          STATION RECOVERY (1957)
 PH2215
 PH2215'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2215'A NEW RETAINING WALL WAS BUILT ALONG THE RIVER FRONT.
 PH2215
 PH2215                          STATION RECOVERY (1995)
 PH2215
 PH2215'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0219 ***********************************************************************
 PH0219  DESIGNATION -  1551
 PH0219  PID         -  PH0219
 PH0219  STATE/COUNTY-  NY/FRANKLIN
 PH0219  USGS QUAD   -  
 PH0219
 PH0219                         *CURRENT SURVEY CONTROL
 PH0219  ___________________________________________________________________
 PH0219* NAD 83(1986)-  44 25 25.     (N)    074 25 43.     (W)     SCALED    
 PH0219* NAVD 88     -       472.858  (meters)    1551.37   (feet)  ADJUSTED  
 PH0219  ___________________________________________________________________
 PH0219  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PH0219  DYNAMIC HT  -         472.776 (meters)    1551.10  (feet)  COMP
 PH0219  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 PH0219
 PH0219  VERT ORDER  -  FIRST     CLASS I
 PH0219
 PH0219.The horizontal coordinates were scaled from a topographic map and have
 PH0219.an estimated accuracy of +/- 6 seconds.
 PH0219
 PH0219.The orthometric height was determined by differential leveling
 PH0219.and adjusted by the National Geodetic Survey in June 1991..
 PH0219
 PH0219.The geoid height was determined by GEOID03.
 PH0219
 PH0219.The dynamic height is computed by dividing the NAVD 88
 PH0219.geopotential number by the normal gravity value computed on the
 PH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0219.degrees latitude (g = 980.6199 gals.).
 PH0219
 PH0219.The modeled gravity was interpolated from observed gravity values.
 PH0219
 PH0219;                    North         East    Units  Estimated Accuracy
 PH0219;SPC NY E     -   620,830.      155,680.      MT  (+/- 180 meters Scaled)
 PH0219
 PH0219                          SUPERSEDED SURVEY CONTROL
 PH0219
 PH0219  NGVD 29 (??/??/92)  472.903  (m)         1551.52   (f) ADJ UNCH    1 1
 PH0219
 PH0219.Superseded values are not recommended for survey control.
 PH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0219.See file dsdata.txt to determine how the superseded data were derived.
 PH0219
 PH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ454190(NAD 83)
 PH0219_MARKER: DD = SURVEY DISK
 PH0219_SETTING: 80 = SET IN A BOULDER
 PH0219_SP_SET: BOULDER
 PH0219_STAMPING: 1551 ALBANY 1900
 PH0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0219+STABILITY: SURFACE MOTION
 PH0219
 PH0219  HISTORY     - Date     Condition        Report By
 PH0219  HISTORY     - 1900     MONUMENTED       USGS
 PH0219  HISTORY     - 1975     GOOD             NGS
 PH0219
 PH0219                          STATION DESCRIPTION
 PH0219
 PH0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0219'15.90 MI N FROM TUPPER LAKE.
 PH0219'0.60 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 PH0219'NEW YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILES EAST ALONG
 PH0219'9TH STREET, THENCE 15.25 MILES NORTH ALONG A DIRT ROAD, ABOUT 1 MILE
 PH0219'SOUTHWEST OF BAY POND, 225 FEET SOUTHWEST OF THE START OF A CURVE,
 PH0219'14.1 FEET NORTHWEST OF APPROXIMATE CENTER OF THE ROAD, 3.5 FEET
 PH0219'SOUTHWEST OF AN 9-INCH PINE TREE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 PH0219'THE ROAD, IN THE TOP OF A 5 BY 7 FOOT ROCK BOULDER ABOUT 1.8 FEET
 PH0219'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0356 ***********************************************************************
 PH0356  DESIGNATION -  1553
 PH0356  PID         -  PH0356
 PH0356  STATE/COUNTY-  NY/FRANKLIN
 PH0356  USGS QUAD   -  MOUNT MATUMBLA (1968)
 PH0356
 PH0356                         *CURRENT SURVEY CONTROL
 PH0356  ___________________________________________________________________
 PH0356* NAD 83(1986)-  44 17 45.     (N)    074 30 14.     (W)     SCALED    
 PH0356* NAVD 88     -       473.236  (meters)    1552.61   (feet)  ADJUSTED  
 PH0356  ___________________________________________________________________
 PH0356  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 PH0356  DYNAMIC HT  -         473.150 (meters)    1552.33  (feet)  COMP
 PH0356  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 PH0356
 PH0356  VERT ORDER  -  FIRST     CLASS I
 PH0356
 PH0356.The horizontal coordinates were scaled from a topographic map and have
 PH0356.an estimated accuracy of +/- 6 seconds.
 PH0356
 PH0356.The orthometric height was determined by differential leveling
 PH0356.and adjusted by the National Geodetic Survey in June 1991..
 PH0356
 PH0356.The geoid height was determined by GEOID03.
 PH0356
 PH0356.The dynamic height is computed by dividing the NAVD 88
 PH0356.geopotential number by the normal gravity value computed on the
 PH0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0356.degrees latitude (g = 980.6199 gals.).
 PH0356
 PH0356.The modeled gravity was interpolated from observed gravity values.
 PH0356
 PH0356;                    North         East    Units  Estimated Accuracy
 PH0356;SPC NY E     -   606,630.      149,690.      MT  (+/- 180 meters Scaled)
 PH0356
 PH0356                          SUPERSEDED SURVEY CONTROL
 PH0356
 PH0356  NGVD 29 (??/??/92)  473.294  (m)         1552.80   (f) ADJ UNCH    1 1
 PH0356
 PH0356.Superseded values are not recommended for survey control.
 PH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0356.See file dsdata.txt to determine how the superseded data were derived.
 PH0356
 PH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ395048(NAD 83)
 PH0356_MARKER: DD = SURVEY DISK
 PH0356_SETTING: 66 = SET IN ROCK OUTCROP
 PH0356_SP_SET: FOOT ROCK
 PH0356_STAMPING: 1553 N. Y.
 PH0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0356+STABILITY: POSITION/ELEVATION WELL
 PH0356
 PH0356  HISTORY     - Date     Condition        Report By
 PH0356  HISTORY     - UNK      MONUMENTED       USGS
 PH0356  HISTORY     - 1975     GOOD             NGS
 PH0356
 PH0356                          STATION DESCRIPTION
 PH0356
 PH0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0356'4.40 MI N FROM TUPPER LAKE.
 PH0356'0.60 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 PH0356'NEW YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILE EAST ALONG
 PH0356'9TH STREET, THENCE 3.75 MILES NORTH ALONG A DIRT ROAD TO A SMALL PATCH
 PH0356'OF BED ROCK, SET IN THE TOP OF A 3 BY 6 FOOT ROCK.  16.2 FEET
 PH0356'SOUTHWEST OF APPROXIMATE CENTER OF THE ROAD, 11.8 FEET NORTHEAST OF A
 PH0356'METAL WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0208 ***********************************************************************
 PH0208  DESIGNATION -  1556
 PH0208  PID         -  PH0208
 PH0208  STATE/COUNTY-  NY/FRANKLIN
 PH0208  USGS QUAD   -  
 PH0208
 PH0208                         *CURRENT SURVEY CONTROL
 PH0208  ___________________________________________________________________
 PH0208* NAD 83(1986)-  44 14 26.     (N)    074 28 49.     (W)     SCALED    
 PH0208* NAVD 88     -       474.225  (meters)    1555.85   (feet)  ADJUSTED  
 PH0208  ___________________________________________________________________
 PH0208  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PH0208  DYNAMIC HT  -         474.137 (meters)    1555.56  (feet)  COMP
 PH0208  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 PH0208
 PH0208  VERT ORDER  -  FIRST     CLASS II
 PH0208
 PH0208.The horizontal coordinates were scaled from a topographic map and have
 PH0208.an estimated accuracy of +/- 6 seconds.
 PH0208
 PH0208.The orthometric height was determined by differential leveling
 PH0208.and adjusted by the National Geodetic Survey in June 1991..
 PH0208.WARNING-Repeat measurements at this control monument indicate possible
 PH0208.vertical movement.
 PH0208
 PH0208.The geoid height was determined by GEOID03.
 PH0208
 PH0208.The dynamic height is computed by dividing the NAVD 88
 PH0208.geopotential number by the normal gravity value computed on the
 PH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0208.degrees latitude (g = 980.6199 gals.).
 PH0208
 PH0208.The modeled gravity was interpolated from observed gravity values.
 PH0208
 PH0208;                    North         East    Units  Estimated Accuracy
 PH0208;SPC NY E     -   600,490.      151,580.      MT  (+/- 180 meters Scaled)
 PH0208
 PH0208                          SUPERSEDED SURVEY CONTROL
 PH0208
 PH0208  NGVD 29 (??/??/92)  474.291  (m)         1556.07   (f) ADJ UNCH    1 2
 PH0208
 PH0208.Superseded values are not recommended for survey control.
 PH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0208.See file dsdata.txt to determine how the superseded data were derived.
 PH0208
 PH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP415987(NAD 83)
 PH0208_MARKER: DD = SURVEY DISK
 PH0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0208_SP_SET: CONCRETE FOOTING
 PH0208_STAMPING: 1556 ALBANY
 PH0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0208
 PH0208  HISTORY     - Date     Condition        Report By
 PH0208  HISTORY     - UNK      MONUMENTED       USGS
 PH0208  HISTORY     - 1975     GOOD             NGS
 PH0208
 PH0208                          STATION DESCRIPTION
 PH0208
 PH0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0208'IN TUPPER LAKE.
 PH0208'AT TUPPER LAKE, SET IN THE TOP OF THE SOUTHEAST CORNER OF AN ABANDONED
 PH0208'WATER TOWER CONCRETE FOOTING, 68.9 FEET NORTHEAST OF THE CENTER OF THE
 PH0208'STATE HIGHWAY 3 AND THE TRACK, 71 FEET SOUTHEAST OF THE SOUTHEAST WALL
 PH0208'OF A SERVICE STATION, 48.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 27
 PH0208'FEET NORTH OF POWER POLE NO. 1268 AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0005 ***********************************************************************
 PH0005  DESIGNATION -  1556 A
 PH0005  PID         -  PH0005
 PH0005  STATE/COUNTY-  NY/FRANKLIN
 PH0005  USGS QUAD   -  MENO (1964)
 PH0005
 PH0005                         *CURRENT SURVEY CONTROL
 PH0005  ___________________________________________________________________
 PH0005* NAD 83(1986)-  44 32 52.     (N)    074 25 20.     (W)     SCALED    
 PH0005* NAVD 88     -       474.201  (meters)    1555.77   (feet)  ADJUSTED  
 PH0005  ___________________________________________________________________
 PH0005  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 PH0005  DYNAMIC HT  -         474.130 (meters)    1555.54  (feet)  COMP
 PH0005  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 PH0005
 PH0005  VERT ORDER  -  FIRST     CLASS I
 PH0005
 PH0005.The horizontal coordinates were scaled from a topographic map and have
 PH0005.an estimated accuracy of +/- 6 seconds.
 PH0005
 PH0005.The orthometric height was determined by differential leveling
 PH0005.and adjusted by the National Geodetic Survey in June 1991..
 PH0005
 PH0005.The geoid height was determined by GEOID03.
 PH0005
 PH0005.The dynamic height is computed by dividing the NAVD 88
 PH0005.geopotential number by the normal gravity value computed on the
 PH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0005.degrees latitude (g = 980.6199 gals.).
 PH0005
 PH0005.The modeled gravity was interpolated from observed gravity values.
 PH0005
 PH0005;                    North         East    Units  Estimated Accuracy
 PH0005;SPC NY E     -   634,630.      156,180.      MT  (+/- 180 meters Scaled)
 PH0005
 PH0005                          SUPERSEDED SURVEY CONTROL
 PH0005
 PH0005.No superseded survey control is available for this station.
 PH0005
 PH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ458328(NAD 83)
 PH0005_MARKER: DD = SURVEY DISK
 PH0005_SETTING: 80 = SET IN A BOULDER
 PH0005_SP_SET: BOULDER
 PH0005_STAMPING: 1556 ALBANY 1900
 PH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0005+STABILITY: SURFACE MOTION
 PH0005
 PH0005  HISTORY     - Date     Condition        Report By
 PH0005  HISTORY     - 1900     MONUMENTED       USGS
 PH0005  HISTORY     - 1975     GOOD             NGS
 PH0005
 PH0005                          STATION DESCRIPTION
 PH0005
 PH0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0005'7.25 MI S FROM SANTA CLARA.
 PH0005'0.30 MILE SOUTH ALONG A BLACKTOP ROAD TO A LOCKED GATE FROM ST. PETERS
 PH0005'CATHOLIC CHURCH AT SANTA CLARA, CONTINUE THROUGH GATE FOR 6.95 MILES
 PH0005'ALONG A DIRT ROAD TO THE MARK ON THE LEFT, ABOUT 200 FEET NORTH OF A
 PH0005'CURVE, ABOUT 150 FEET SOUTH OF A SMALL WOODEN BRIDGE, 51 FEET EAST OF
 PH0005'APPROXIMATE CENTER OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF A 4
 PH0005'BY 7 FOOT ROCK BOULDER, ABOUT 2 FEET ABOVE THE GROUND AND ABOUT 4 FEET
 PH0005'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1018 ***********************************************************************
 OF1018  DESIGNATION -  15.57
 OF1018  PID         -  OF1018
 OF1018  STATE/COUNTY-  NY/MONROE
 OF1018  USGS QUAD   -  CLIFTON (1971)
 OF1018
 OF1018                         *CURRENT SURVEY CONTROL
 OF1018  ___________________________________________________________________
 OF1018* NAD 83(1986)-  43 00 18.     (N)    077 48 55.     (W)     SCALED    
 OF1018* NAVD 88     -       182.668  (meters)     599.30   (feet)  ADJUSTED  
 OF1018  ___________________________________________________________________
 OF1018  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OF1018  DYNAMIC HT  -         182.621 (meters)     599.15  (feet)  COMP
 OF1018  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 OF1018
 OF1018  VERT ORDER  -  SECOND    CLASS 0
 OF1018
 OF1018.The horizontal coordinates were scaled from a topographic map and have
 OF1018.an estimated accuracy of +/- 6 seconds.
 OF1018
 OF1018.The orthometric height was determined by differential leveling
 OF1018.and adjusted by the National Geodetic Survey in June 1991..
 OF1018
 OF1018.The geoid height was determined by GEOID03.
 OF1018
 OF1018.The dynamic height is computed by dividing the NAVD 88
 OF1018.geopotential number by the normal gravity value computed on the
 OF1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1018.degrees latitude (g = 980.6199 gals.).
 OF1018
 OF1018.The modeled gravity was interpolated from observed gravity values.
 OF1018
 OF1018;                    North         East    Units  Estimated Accuracy
 OF1018;SPC NY W     -   334,010.      412,620.      MT  (+/- 180 meters Scaled)
 OF1018
 OF1018                          SUPERSEDED SURVEY CONTROL
 OF1018
 OF1018  NGVD 29 (??/??/??)  182.83   (m)          599.8    (f) RESET       3  
 OF1018
 OF1018.Superseded values are not recommended for survey control.
 OF1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1018.See file dsdata.txt to determine how the superseded data were derived.
 OF1018
 OF1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN705652(NAD 83)
 OF1018_MARKER: Z = SEE DESCRIPTION
 OF1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1018_SP_SET: BRIDGE
 OF1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1018
 OF1018  HISTORY     - Date     Condition        Report By
 OF1018  HISTORY     - UNK      MONUMENTED       BORR
 OF1018  HISTORY     - 1935     GOOD             NGS
 OF1018
 OF1018                          STATION DESCRIPTION
 OF1018
 OF1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF1018'2.7 MI NE FROM MUMFORD CALDONIA.
 OF1018'ON BRIDGE 15.57 ON BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK
 OF1018'821 + 82.5 ON B.R. AND P. RAILWAY, 2.7 MILES NORTHEAST OF MUMFORD-
 OF1018'CALEDONIA STATION,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1679 ***********************************************************************
 NA1679  DESIGNATION -  1557
 NA1679  PID         -  NA1679
 NA1679  STATE/COUNTY-  NY/CHENANGO
 NA1679  USGS QUAD   -  EAST PHARSALIA (1976)
 NA1679
 NA1679                         *CURRENT SURVEY CONTROL
 NA1679  ___________________________________________________________________
 NA1679* NAD 83(1986)-  42 33 20.     (N)    075 43 04.     (W)     SCALED    
 NA1679* NAVD 88     -       474.581  (meters)    1557.02   (feet)  ADJUSTED  
 NA1679  ___________________________________________________________________
 NA1679  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NA1679  DYNAMIC HT  -         474.414 (meters)    1556.47  (feet)  COMP
 NA1679  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NA1679
 NA1679  VERT ORDER  -  SECOND    CLASS 0
 NA1679
 NA1679.The horizontal coordinates were scaled from a topographic map and have
 NA1679.an estimated accuracy of +/- 6 seconds.
 NA1679
 NA1679.The orthometric height was determined by differential leveling
 NA1679.and adjusted by the National Geodetic Survey in June 1991..
 NA1679
 NA1679.The geoid height was determined by GEOID03.
 NA1679
 NA1679.The dynamic height is computed by dividing the NAVD 88
 NA1679.geopotential number by the normal gravity value computed on the
 NA1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1679.degrees latitude (g = 980.6199 gals.).
 NA1679
 NA1679.The modeled gravity was interpolated from observed gravity values.
 NA1679
 NA1679;                    North         East    Units  Estimated Accuracy
 NA1679;SPC NY C     -   284,160.      321,080.      MT  (+/- 180 meters Scaled)
 NA1679
 NA1679                          SUPERSEDED SURVEY CONTROL
 NA1679
 NA1679  NGVD 29 (??/??/92)  474.695  (m)         1557.40   (f) ADJ UNCH    2 0
 NA1679
 NA1679.Superseded values are not recommended for survey control.
 NA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1679.See file dsdata.txt to determine how the superseded data were derived.
 NA1679
 NA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN410117(NAD 83)
 NA1679_MARKER: DD = SURVEY DISK
 NA1679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1679_SP_SET: BUILDING
 NA1679_STAMPING: 1557 ALBANY
 NA1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1679
 NA1679  HISTORY     - Date     Condition        Report By
 NA1679  HISTORY     - UNK      MONUMENTED       USGS
 NA1679
 NA1679                          STATION DESCRIPTION
 NA1679
 NA1679'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 NA1679'0.2 MI S FROM EAST PHARSALIA.
 NA1679'0.2 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT EAST
 NA1679'PHARSALIA, CHENANGO COUNTY, AT A SMALL SCHOOL BUILDING SOUTH OF A
 NA1679'CEMETERY, IN THE SOUTH FACE, 1.4 FEET WEST OF THE SOUTHEAST CORNER AT
 NA1679'THE FRONT (EAST) ENTRANCE, 41 FEET WEST OF THE CENTER LINE OF THE
 NA1679'ROAD, AND 0.5 FOOT HIGHER THAN THE GROUND.  A UNITED STATES GEOLOGICAL
 NA1679'SURVEY STANDARD DISK, STAMPED 1557 ALBANY AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2218 ***********************************************************************
 PH2218  DESIGNATION -  156 IWC
 PH2218  PID         -  PH2218
 PH2218  STATE/COUNTY-  NY/ST LAWRENCE
 PH2218  USGS QUAD   -  MORRISTOWN (1982)
 PH2218
 PH2218                         *CURRENT SURVEY CONTROL
 PH2218  ___________________________________________________________________
 PH2218* NAD 83(1996)-  44 33 44.87647(N)    075 41 28.41894(W)     ADJUSTED  
 PH2218* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2218  ___________________________________________________________________
 PH2218  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 PH2218  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 PH2218
 PH2218  HORZ ORDER  -  THIRD
 PH2218
 PH2218.The horizontal coordinates were established by classical geodetic methods
 PH2218.and adjusted by the National Geodetic Survey in January 1999..
 PH2218
 PH2218.The orthometric height was scaled from a topographic map.
 PH2218
 PH2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2218
 PH2218.The geoid height was determined by GEOID03.
 PH2218
 PH2218;                    North         East     Units Scale Factor Converg.
 PH2218;SPC NY E     -   636,947.273    55,372.757   MT  1.00001008   -0 50 09.3
 PH2218;SPC NY E     - 2,089,717.84    181,668.79   sFT  1.00001008   -0 50 09.3
 PH2218;UTM  18      - 4,934,580.099   445,107.652   MT  0.99963705   -0 29 06.1
 PH2218
 PH2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2218!SPC NY E     -   0.99999323  x   1.00001008  =   1.00000331
 PH2218!UTM  18      -   0.99999323  x   0.99963705  =   0.99963028
 PH2218
 PH2218:                Primary Azimuth Mark                     Grid Az
 PH2218:SPC NY E     -  BROCKVILLE PRESBY CH SPIRE IBC           007 54 28.6
 PH2218:UTM  18      -  BROCKVILLE PRESBY CH SPIRE IBC           007 33 25.4
 PH2218
 PH2218|---------------------------------------------------------------------|
 PH2218| PID    Reference Object                     Distance      Geod. Az  |
 PH2218|                                                           dddmmss.s |
 PH2218| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 3.1 KM 0070419.3 |
 PH2218| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 4.5 KM 0522243.9 |
 PH2218| PH2221 REF MON 56                          APPROX. 0.9 KM 3102738.0 |
 PH2218|---------------------------------------------------------------------|
 PH2218
 PH2218                          SUPERSEDED SURVEY CONTROL
 PH2218
 PH2218  NAD 83(1986)-  44 33 44.88398(N)    075 41 28.41957(W) AD(       ) 3
 PH2218  NAD 27      -  44 33 44.67500(N)    075 41 29.59200(W) AD(       ) 3
 PH2218
 PH2218.Superseded values are not recommended for survey control.
 PH2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2218.See file dsdata.txt to determine how the superseded data were derived.
 PH2218
 PH2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4510834580(NAD 83)
 PH2218_MARKER: DD = SURVEY DISK
 PH2218_SETTING: 66 = SET IN ROCK OUTCROP
 PH2218_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2218+STABILITY: POSITION/ELEVATION WELL
 PH2218
 PH2218  HISTORY     - Date     Condition        Report By
 PH2218  HISTORY     - 1911     MONUMENTED       IBWC
 PH2218  HISTORY     - 1957     SEE DESCRIPTION  IBC
 PH2218
 PH2218                          STATION DESCRIPTION
 PH2218
 PH2218'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2218'ABOUT 2-3/4 MILES SOUTHWEST OF MORRISTOWN, ON THE SOUTH SHORE OF
 PH2218'THE ST LAWRENCE RIVER.  ON A LITTLE ROUNDED POINT OF THE SHORE LINE,
 PH2218'THE THIRD FROM THE EAST, ON THE NORTH FACE OF THE LITTLE PENINSULA
 PH2218'CALLED DELACK POINT.
 PH2218'
 PH2218'THE STATION IS ON A ROCK LEDGE ABOUT 3 FEET BACK FROM THE RIVER.  THE
 PH2218'BANK RISES HIGHER BACK OF THE STATION.  THE LEDGE HAS A LARGE CRACK
 PH2218'IN IT, LEAVING THE STATION ON A PARTIALLY DETACHED BLOCK OF ROCK
 PH2218'ABOUT 10 BY 20 FEET IN AREA AND 3 FEET IN DEPTH.
 PH2218'
 PH2218'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2218'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE ROCK.
 PH2218'REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW CUT IN THE LEDGE ROCK
 PH2218'AT THE FOOT OF THE HIGH BANK UPSTREAM FROM THE STATION.  REFERENCE
 PH2218'MARK 2 IS A LIKE MARK CUT IN THE LEDGE ROCK AT THE FOOT OF THE HIGH
 PH2218'BANK DOWNSTREAM FROM THE STATION.
 PH2218
 PH2218                          STATION RECOVERY (1957)
 PH2218
 PH2218'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2218'IN 1957 THE LEDGE WAS UNDER 2 FEET OF WATER AND 6 FEET OUTSIDE THE
 PH2218'SHORE LINE.  THE STATION SHOULD BE CHECKED BY THE REFERENCES BEFORE
 PH2218'USING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1959 ***********************************************************************
 OF1959  DESIGNATION -  156 MCGS 1971
 OF1959  PID         -  OF1959
 OF1959  STATE/COUNTY-  NY/MONROE
 OF1959  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1959
 OF1959                         *CURRENT SURVEY CONTROL
 OF1959  ___________________________________________________________________
 OF1959* NAD 83(1996)-  43 11 24.44691(N)    077 30 15.00801(W)     ADJUSTED  
 OF1959* NAVD 88     -       132.0    (meters)     433.     (feet)  VERTCON   
 OF1959  ___________________________________________________________________
 OF1959  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 OF1959  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF1959
 OF1959  HORZ ORDER  -  SECOND
 OF1959
 OF1959.The horizontal coordinates were established by classical geodetic methods
 OF1959.and adjusted by the National Geodetic Survey in January 1999..
 OF1959
 OF1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1959
 OF1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1959
 OF1959.The geoid height was determined by GEOID03.
 OF1959
 OF1959;                    North         East     Units Scale Factor Converg.
 OF1959;SPC NY W     -   354,855.904   437,719.167   MT  1.00003212   +0 44 19.1
 OF1959;SPC NY W     - 1,164,223.08  1,436,083.63   sFT  1.00003212   +0 44 19.1
 OF1959;UTM  18      - 4,784,972.564   296,515.579   MT  1.00010938   -1 42 52.2
 OF1959
 OF1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1959!SPC NY W     -   0.99998490  x   1.00003212  =   1.00001702
 OF1959!UTM  18      -   0.99998490  x   1.00010938  =   1.00009428
 OF1959
 OF1959|---------------------------------------------------------------------|
 OF1959| PID    Reference Object                     Distance      Geod. Az  |
 OF1959|                                                           dddmmss.s |
 OF1959| OF1967 4 2 80 NYSDOT 1971                  368.277 METERS 19451     |
 OF1959| OF1963 155 MCGS 1969 ECC                   495.925 METERS 3311722.4 |
 OF1959|---------------------------------------------------------------------|
 OF1959
 OF1959                          SUPERSEDED SURVEY CONTROL
 OF1959
 OF1959  NAD 83(1986)-  43 11 24.45524(N)    077 30 15.00679(W) AD(       ) 2
 OF1959  NAD 27      -  43 11 24.23035(N)    077 30 16.01610(W) AD(       ) 2
 OF1959  NGVD 29 (07/19/86)  132.2    (m)          434.     (f) VERT ANG       
 OF1959
 OF1959.Superseded values are not recommended for survey control.
 OF1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1959.See file dsdata.txt to determine how the superseded data were derived.
 OF1959
 OF1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9651684973(NAD 83)
 OF1959_MARKER: DD = SURVEY DISK
 OF1959_SETTING: 0 = UNSPECIFIED SETTING
 OF1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1959
 OF1959  HISTORY     - Date     Condition        Report By
 OF1959  HISTORY     - 1971     MONUMENTED       NY-055
 OF1959
 OF1959                          STATION DESCRIPTION
 OF1959
 OF1959'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1959'IN TOWN OF PENFIELD
 OF1959'
 OF1959'AT N.W. CORNER OF BAY ROAD AND EMPIRE BLVD.
 OF1959'
 OF1959'23.5 FT W. OF CENTERLINE OF BAY ROAD
 OF1959'
 OF1959'7.9 FT N.W. OF TRAFFIC SENSOR POLE
 OF1959'
 OF1959'13.9 FT N. OF GAS VALVE
 OF1959'
 OF1959'0.7 FT W. OF M.C. WITNESS POST
 OF1959'
 OF1959'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1959'156 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0410 ***********************************************************************
 KV0410  DESIGNATION -  156 NYBE+A
 KV0410  PID         -  KV0410
 KV0410  STATE/COUNTY-  NY/RICHMOND
 KV0410  USGS QUAD   -  THE NARROWS (1981)
 KV0410
 KV0410                         *CURRENT SURVEY CONTROL
 KV0410  ___________________________________________________________________
 KV0410* NAD 83(1986)-  40 36 50.     (N)    074 04 07.     (W)     SCALED    
 KV0410* NAVD 88     -        12.498  (meters)      41.00   (feet)  ADJUSTED  
 KV0410  ___________________________________________________________________
 KV0410  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0410  DYNAMIC HT  -          12.493 (meters)      40.99  (feet)  COMP
 KV0410  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 KV0410
 KV0410  VERT ORDER  -  FIRST     CLASS II
 KV0410
 KV0410.The horizontal coordinates were scaled from a topographic map and have
 KV0410.an estimated accuracy of +/- 6 seconds.
 KV0410
 KV0410.The orthometric height was determined by differential leveling
 KV0410.and adjusted by the National Geodetic Survey in June 1991..
 KV0410
 KV0410.The geoid height was determined by GEOID03.
 KV0410
 KV0410.The dynamic height is computed by dividing the NAVD 88
 KV0410.geopotential number by the normal gravity value computed on the
 KV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0410.degrees latitude (g = 980.6199 gals.).
 KV0410
 KV0410.The modeled gravity was interpolated from observed gravity values.
 KV0410
 KV0410;                    North         East    Units  Estimated Accuracy
 KV0410;SPC NY L     -    49,660.      294,190.      MT  (+/- 180 meters Scaled)
 KV0410
 KV0410                          SUPERSEDED SURVEY CONTROL
 KV0410
 KV0410  NGVD 29 (04/16/92)   12.835  (m)           42.11   (f) ADJUSTED    1 2
 KV0410
 KV0410.Superseded values are not recommended for survey control.
 KV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0410.See file dsdata.txt to determine how the superseded data were derived.
 KV0410
 KV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK787963(NAD 83)
 KV0410_MARKER: DD = SURVEY DISK
 KV0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0410_SP_SET: BUTTRESS
 KV0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0410
 KV0410  HISTORY     - Date     Condition        Report By
 KV0410  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0410  HISTORY     - 1952     GOOD             CGS
 KV0410  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0410
 KV0410                          STATION DESCRIPTION
 KV0410
 KV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0410'AT STATEN ISLAND.
 KV0410'ON STATEN ISLAND, AT ROSEBANK, AT THE INTERSECTION OF ANDERSON
 KV0410'AND CLIFTON AVENUES, SET VERTICALLY IN THE CENTER OF SOUTHEAST
 KV0410'FACE OF BUTTRESS ON NORTHEAST SIDE OF PUBLIC SCHOOL NO. 13,
 KV0410'BETWEEN THE NORTHEAST ENTRANCE AND NORTH CORNER OF SCHOOL AND
 KV0410'ABOUT 2 FEET ABOVE GROUND.
 KV0410
 KV0410                          STATION RECOVERY (1985)
 KV0410
 KV0410'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0912 ***********************************************************************
 NA0912  DESIGNATION -  1563
 NA0912  PID         -  NA0912
 NA0912  STATE/COUNTY-  NY/OTSEGO
 NA0912  USGS QUAD   -  SOUTH VALLEY (1994)
 NA0912
 NA0912                         *CURRENT SURVEY CONTROL
 NA0912  ___________________________________________________________________
 NA0912* NAD 83(1986)-  42 42 24.     (N)    074 42 30.     (W)     SCALED    
 NA0912* NAVD 88     -       476.175  (meters)    1562.25   (feet)  ADJUSTED  
 NA0912  ___________________________________________________________________
 NA0912  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0912  DYNAMIC HT  -         476.008 (meters)    1561.70  (feet)  COMP
 NA0912  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 NA0912
 NA0912  VERT ORDER  -  SECOND    CLASS 0
 NA0912
 NA0912.The horizontal coordinates were scaled from a topographic map and have
 NA0912.an estimated accuracy of +/- 6 seconds.
 NA0912
 NA0912.The orthometric height was determined by differential leveling
 NA0912.and adjusted by the National Geodetic Survey in June 1991..
 NA0912
 NA0912.The geoid height was determined by GEOID03.
 NA0912
 NA0912.The dynamic height is computed by dividing the NAVD 88
 NA0912.geopotential number by the normal gravity value computed on the
 NA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0912.degrees latitude (g = 980.6199 gals.).
 NA0912
 NA0912.The modeled gravity was interpolated from observed gravity values.
 NA0912
 NA0912;                    North         East    Units  Estimated Accuracy
 NA0912;SPC NY E     -   430,110.      132,930.      MT  (+/- 180 meters Scaled)
 NA0912
 NA0912                          SUPERSEDED SURVEY CONTROL
 NA0912
 NA0912  NGVD 29 (??/??/92)  476.292  (m)         1562.63   (f) ADJ UNCH    2 0
 NA0912
 NA0912.Superseded values are not recommended for survey control.
 NA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0912.See file dsdata.txt to determine how the superseded data were derived.
 NA0912
 NA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN238282(NAD 83)
 NA0912_MARKER: DD = SURVEY DISK
 NA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0912_SP_SET: STONE
 NA0912_STAMPING: 1563 ALBANY 1902
 NA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0912+STABILITY: SURFACE MOTION
 NA0912
 NA0912  HISTORY     - Date     Condition        Report By
 NA0912  HISTORY     - 1902     MONUMENTED       USGS
 NA0912  HISTORY     - 1942     GOOD             NGS
 NA0912
 NA0912                          STATION DESCRIPTION
 NA0912
 NA0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0912'AT SOUTH VALLEY.
 NA0912'AT THE CHRISTIAN CHURCH IN SOUTH VALLEY.  A U.S.G.S. BRONZE DISK, SET
 NA0912'VERTICALLY, IN THE STONE FOUNDATION OF THE NORTHEAST WALL, 5.2 FEET
 NA0912'SOUTHEAST OF THE NORTH CORNER, AND 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0944 ***********************************************************************
 NA0944  DESIGNATION -  1563
 NA0944  PID         -  NA0944
 NA0944  STATE/COUNTY-  NY/OTSEGO
 NA0944  USGS QUAD   -  WESTFORD (1994)
 NA0944
 NA0944                         *CURRENT SURVEY CONTROL
 NA0944  ___________________________________________________________________
 NA0944* NAD 83(1986)-  42 39 02.     (N)    074 47 51.     (W)     SCALED    
 NA0944* NAVD 88     -       476.360  (meters)    1562.86   (feet)  ADJUSTED  
 NA0944  ___________________________________________________________________
 NA0944  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NA0944  DYNAMIC HT  -         476.192 (meters)    1562.31  (feet)  COMP
 NA0944  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 NA0944
 NA0944  VERT ORDER  -  SECOND    CLASS 0
 NA0944
 NA0944.The horizontal coordinates were scaled from a topographic map and have
 NA0944.an estimated accuracy of +/- 6 seconds.
 NA0944
 NA0944.The orthometric height was determined by differential leveling
 NA0944.and adjusted by the National Geodetic Survey in June 1991..
 NA0944
 NA0944.The geoid height was determined by GEOID03.
 NA0944
 NA0944.The dynamic height is computed by dividing the NAVD 88
 NA0944.geopotential number by the normal gravity value computed on the
 NA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0944.degrees latitude (g = 980.6199 gals.).
 NA0944
 NA0944.The modeled gravity was interpolated from observed gravity values.
 NA0944
 NA0944;                    North         East    Units  Estimated Accuracy
 NA0944;SPC NY E     -   423,900.      125,610.      MT  (+/- 180 meters Scaled)
 NA0944
 NA0944                          SUPERSEDED SURVEY CONTROL
 NA0944
 NA0944  NGVD 29 (??/??/92)  476.480  (m)         1563.25   (f) ADJ UNCH    2 0
 NA0944
 NA0944.Superseded values are not recommended for survey control.
 NA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0944.See file dsdata.txt to determine how the superseded data were derived.
 NA0944
 NA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN165220(NAD 83)
 NA0944_MARKER: DB = BENCH MARK DISK
 NA0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0944_SP_SET: STONE
 NA0944_STAMPING: 1563 1903 ADJ
 NA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0944+STABILITY: SURFACE MOTION
 NA0944
 NA0944  HISTORY     - Date     Condition        Report By
 NA0944  HISTORY     - 1903     MONUMENTED       USGS
 NA0944  HISTORY     - 1942     GOOD             NGS
 NA0944
 NA0944                          STATION DESCRIPTION
 NA0944
 NA0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0944'AT WESTFORD.
 NA0944'AT WESTFORD, AT THE METHODIST CHURCH.  A U.S.G.S. BRONZE DISK, SET
 NA0944'VERTICALLY, IN THE STONE FOUNDATION OF THE SOUTHEAST WALL, 1.0 FOOT
 NA0944'SOUTHWEST OF THE EAST CORNER, AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1434 ***********************************************************************
 NB1434  DESIGNATION -  1569
 NB1434  PID         -  NB1434
 NB1434  STATE/COUNTY-  NY/ONTARIO
 NB1434  USGS QUAD   -  SPRINGWATER (1942)
 NB1434
 NB1434                         *CURRENT SURVEY CONTROL
 NB1434  ___________________________________________________________________
 NB1434* NAD 83(1986)-  42 44 12.     (N)    077 32 29.     (W)     SCALED    
 NB1434* NAVD 88     -       478.149  (meters)    1568.73   (feet)  ADJUSTED  
 NB1434  ___________________________________________________________________
 NB1434  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NB1434  DYNAMIC HT  -         477.984 (meters)    1568.19  (feet)  COMP
 NB1434  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 NB1434
 NB1434  VERT ORDER  -  SECOND    CLASS 0
 NB1434
 NB1434.The horizontal coordinates were scaled from a topographic map and have
 NB1434.an estimated accuracy of +/- 6 seconds.
 NB1434
 NB1434.The orthometric height was determined by differential leveling
 NB1434.and adjusted by the National Geodetic Survey in June 1991..
 NB1434
 NB1434.The geoid height was determined by GEOID03.
 NB1434
 NB1434.The dynamic height is computed by dividing the NAVD 88
 NB1434.geopotential number by the normal gravity value computed on the
 NB1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1434.degrees latitude (g = 980.6199 gals.).
 NB1434
 NB1434.The modeled gravity was interpolated from observed gravity values.
 NB1434
 NB1434;                    North         East    Units  Estimated Accuracy
 NB1434;SPC NY C     -   304,360.      171,550.      MT  (+/- 180 meters Scaled)
 NB1434
 NB1434                          SUPERSEDED SURVEY CONTROL
 NB1434
 NB1434  NGVD 29 (??/??/92)  478.282  (m)         1569.16   (f) ADJ UNCH    2 0
 NB1434
 NB1434.Superseded values are not recommended for survey control.
 NB1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1434.See file dsdata.txt to determine how the superseded data were derived.
 NB1434
 NB1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN919347(NAD 83)
 NB1434_MARKER: DD = SURVEY DISK
 NB1434_SETTING: 80 = SET IN A BOULDER
 NB1434_SP_SET: BOULDER
 NB1434_STAMPING: ROCHESTER 1901 ELEV. 1569
 NB1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1434+STABILITY: SURFACE MOTION
 NB1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1434+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 NB1434
 NB1434  HISTORY     - Date     Condition        Report By
 NB1434  HISTORY     - 1901     MONUMENTED       USGS
 NB1434  HISTORY     - 1942     GOOD             NGS
 NB1434  HISTORY     - 1988     GOOD             USPSQD
 NB1434  HISTORY     - 19951013 GOOD             USPSQD
 NB1434  HISTORY     - 20040925 GOOD             USPSQD
 NB1434
 NB1434                          STATION DESCRIPTION
 NB1434
 NB1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1434'AT CANADICE.
 NB1434'BENCH MARK IS ABOUT 4.3 MILES SOUTH OF POST OFFICE AT HONEOYE, AT
 NB1434'SMALL VILLAGE OF CANADICE, ABOUT 96.0 FEET SOUTHWEST OF THE SOUTHWEST
 NB1434'CORNER OF A CHURCH, 30.0 FEET NORTH OF FENCE CORNER AND 21.0 FEET
 NB1434'EAST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE ROAD. IT IS
 NB1434'SET HORIZONTALLY IN THE TOP OF A BOULDER.
 NB1434
 NB1434                          STATION RECOVERY (1988)
 NB1434
 NB1434'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTW)
 NB1434'RECOVERED IN GOOD CONDITION.
 NB1434
 NB1434                          STATION RECOVERY (1995)
 NB1434
 NB1434'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1434'RECOVERED IN GOOD CONDITION.
 NB1434
 NB1434                          STATION RECOVERY (2004)
 NB1434
 NB1434'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 NB1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1172 ***********************************************************************
 PH1172  DESIGNATION -  157
 PH1172  PID         -  PH1172
 PH1172  STATE/COUNTY-  NY/JEFFERSON
 PH1172  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1172
 PH1172                         *CURRENT SURVEY CONTROL
 PH1172  ___________________________________________________________________
 PH1172* NAD 83(1986)-  44 20 21.     (N)    075 54 02.     (W)     SCALED    
 PH1172* NAVD 88     -        97.781  (meters)     320.80   (feet)  ADJUSTED  
 PH1172  ___________________________________________________________________
 PH1172  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 PH1172  DYNAMIC HT  -          97.770 (meters)     320.77  (feet)  COMP
 PH1172  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 PH1172
 PH1172  VERT ORDER  -  FIRST     CLASS 0
 PH1172
 PH1172.The horizontal coordinates were scaled from a topographic map and have
 PH1172.an estimated accuracy of +/- 6 seconds.
 PH1172
 PH1172.The orthometric height was determined by differential leveling
 PH1172.and adjusted by the National Geodetic Survey in June 1991..
 PH1172
 PH1172.The geoid height was determined by GEOID03.
 PH1172
 PH1172.The dynamic height is computed by dividing the NAVD 88
 PH1172.geopotential number by the normal gravity value computed on the
 PH1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1172.degrees latitude (g = 980.6199 gals.).
 PH1172
 PH1172.The modeled gravity was interpolated from observed gravity values.
 PH1172
 PH1172;                    North         East    Units  Estimated Accuracy
 PH1172;SPC NY C     -   482,180.      304,450.      MT  (+/- 180 meters Scaled)
 PH1172
 PH1172                          SUPERSEDED SURVEY CONTROL
 PH1172
 PH1172  NGVD 29 (??/??/92)   97.920  (m)          321.26   (f) ADJ UNCH    1 0
 PH1172
 PH1172.Superseded values are not recommended for survey control.
 PH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1172.See file dsdata.txt to determine how the superseded data were derived.
 PH1172
 PH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ282099(NAD 83)
 PH1172_MARKER: Q = CHISELED SQUARE
 PH1172_SETTING: 80 = SET IN A BOULDER
 PH1172_SP_SET: BOULDER
 PH1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1172+STABILITY: SURFACE MOTION
 PH1172
 PH1172  HISTORY     - Date     Condition        Report By
 PH1172  HISTORY     - UNK      MONUMENTED       USLS
 PH1172  HISTORY     - 1969     GOOD             USLS
 PH1172  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 PH1172
 PH1172                          STATION DESCRIPTION
 PH1172
 PH1172'DESCRIBED BY US LAKE SURVEY 1969
 PH1172'0.2 MI NE FROM ALEXANDRIA BAY.
 PH1172'IS IN JEFFERSON COUNTY, NEW YORK, 0.2 MILES NORTHEAST FROM
 PH1172'INTERSECTION OF WALTON STREET AND COUNTY ROAD NO. 1 JUST EAST OF
 PH1172'ALEXANDRIA BAY, ABOUT 260 FEET SOUTHWEST OF ENTRANCE ROAD TO
 PH1172'ALEXANDRIA BAY MUNICIPAL GOLF COURSE, 175 FEET NORTHEAST OF A 24-INCH
 PH1172'CHERRY IN A FENCELINE 20 FEET SOUTHEAST OF CENTERLINE OF COUNTY ROAD
 PH1172'NO. 1, 140 FEET TOWARD THE ROAD FROM RIVER FACE OF 3 X 5 FOOT BOULDER,
 PH1172'7.1 FEET SOUTHWEST OF UTILITY POLE NO. 39, BEING HIGHEST POINT IN A
 PH1172'1/2-INCH DIAMETER CIRCLE INSIDE A 2-INCH SQUARE CUT IN THE BEDROCK,
 PH1172'WITH NUMBERS 157 CUT JUST UPRIVER FROM THE MARK.
 PH1172
 PH1172                          STATION RECOVERY (1997)
 PH1172
 PH1172'RECOVERY NOTE BY US POWER SQUADRON 1997
 PH1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2219 ***********************************************************************
 PH2219  DESIGNATION -  157 IWC
 PH2219  PID         -  PH2219
 PH2219  STATE/COUNTY-  NY/ST LAWRENCE
 PH2219  USGS QUAD   -  MORRISTOWN (1982)
 PH2219
 PH2219                         *CURRENT SURVEY CONTROL
 PH2219  ___________________________________________________________________
 PH2219* NAD 83(1996)-  44 34 35.93889(N)    075 41 33.19647(W)     ADJUSTED  
 PH2219* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2219  ___________________________________________________________________
 PH2219  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 PH2219  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 PH2219
 PH2219  HORZ ORDER  -  THIRD
 PH2219
 PH2219.The horizontal coordinates were established by classical geodetic methods
 PH2219.and adjusted by the National Geodetic Survey in January 1999..
 PH2219
 PH2219.The orthometric height was scaled from a topographic map.
 PH2219
 PH2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2219
 PH2219.The geoid height was determined by GEOID03.
 PH2219
 PH2219;                    North         East     Units Scale Factor Converg.
 PH2219;SPC NY E     -   638,524.835    55,290.361   MT  1.00001027   -0 50 13.5
 PH2219;SPC NY E     - 2,094,893.56    181,398.46   sFT  1.00001027   -0 50 13.5
 PH2219;UTM  18      - 4,936,156.538   445,015.629   MT  0.99963718   -0 29 09.9
 PH2219
 PH2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2219!SPC NY E     -   0.99999323  x   1.00001027  =   1.00000350
 PH2219!UTM  18      -   0.99999323  x   0.99963718  =   0.99963041
 PH2219
 PH2219:                Primary Azimuth Mark                     Grid Az
 PH2219:SPC NY E     -  BROCKVILLE PRESBY CH SPIRE IBC           018 36 16.5
 PH2219:UTM  18      -  BROCKVILLE PRESBY CH SPIRE IBC           018 15 12.9
 PH2219
 PH2219|---------------------------------------------------------------------|
 PH2219| PID    Reference Object                     Distance      Geod. Az  |
 PH2219|                                                           dddmmss.s |
 PH2219| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 1.6 KM 0174603.0 |
 PH2219| PH2216 BROCKVILLE UNITED CH SPIRE IBC      APPROX. 1.7 KM 0201549.7 |
 PH2219| PH2215 155 SUB IBC                         APPROX. 1.5 KM 0391650.5 |
 PH2219| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 3.9 KM 0720734.4 |
 PH2219|---------------------------------------------------------------------|
 PH2219
 PH2219                          SUPERSEDED SURVEY CONTROL
 PH2219
 PH2219  NAD 83(1986)-  44 34 35.94647(N)    075 41 33.19704(W) AD(       ) 3
 PH2219  NAD 27      -  44 34 35.74000(N)    075 41 34.36500(W) AD(       ) 3
 PH2219
 PH2219.Superseded values are not recommended for survey control.
 PH2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2219.See file dsdata.txt to determine how the superseded data were derived.
 PH2219
 PH2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4501636157(NAD 83)
 PH2219_MARKER: DD = SURVEY DISK
 PH2219_SETTING: 66 = SET IN ROCK OUTCROP
 PH2219_SP_SET: SET IN BEDROCK
 PH2219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2219+STABILITY: POSITION/ELEVATION WELL
 PH2219
 PH2219  HISTORY     - Date     Condition        Report By
 PH2219  HISTORY     - 1911     MONUMENTED       IBWC
 PH2219  HISTORY     - 1957     GOOD             IBC
 PH2219
 PH2219                          STATION DESCRIPTION
 PH2219
 PH2219'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2219'ON SKELTON ISLAND OFF THE NORTH SHORE OF THE ST LAWRENCE RIVER AT THE
 PH2219'WESTERN END OF BROCKVILLE.  THE STATION IS JUST SOUTH OF THE STEEL
 PH2219'TOWER SUPPORTING SKELTON ISLAND LIGHT.  IT IS 10.5 FEET FROM THE MOST
 PH2219'SOUTHERN LEG OF THE TOWER AND IS IN LINE WITH THIS SOUTHERN LEG AND
 PH2219'THE MOST WESTERN LEG OF THE TOWER.  5 FEET SOUTH OF THE STATION THE
 PH2219'ROCK BANK DROPS PERPENDICULARLY 15 FEET TO THE WATER.
 PH2219'
 PH2219'STATION MARK--A STANDARD INTERNATIONAL BOUNDARY COMMISSION
 PH2219'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE BEDROCK.
 PH2219'REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW POINTING TOWARD THE
 PH2219'STATION CUT IN THE BEDROCK 10 FEET WEST OF THE MOST WESTERN LEG OF THE
 PH2219'LIGHT TOWER.  REFERENCE MARK 2 IS A 2 - INCH IRON PIN 2 FEET HIGH SET
 PH2219'WITH CONCRETE IN THE BEDROCK 6 FEET SOUTH OF THE DOWNSTREAM END OF AN
 PH2219'OIL TANK.
 PH2219
 PH2219                          STATION RECOVERY (1957)
 PH2219
 PH2219'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2219'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0411 ***********************************************************************
 KV0411  DESIGNATION -  157 NYBE+A
 KV0411  PID         -  KV0411
 KV0411  STATE/COUNTY-  NY/RICHMOND
 KV0411  USGS QUAD   -  THE NARROWS (1981)
 KV0411
 KV0411                         *CURRENT SURVEY CONTROL
 KV0411  ___________________________________________________________________
 KV0411* NAD 83(1986)-  40 36 50.     (N)    074 04 07.     (W)     SCALED    
 KV0411* NAVD 88     -        12.086  (meters)      39.65   (feet)  ADJUSTED  
 KV0411  ___________________________________________________________________
 KV0411  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0411  DYNAMIC HT  -          12.082 (meters)      39.64  (feet)  COMP
 KV0411  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 KV0411
 KV0411  VERT ORDER  -  FIRST     CLASS II
 KV0411
 KV0411.The horizontal coordinates were scaled from a topographic map and have
 KV0411.an estimated accuracy of +/- 6 seconds.
 KV0411
 KV0411.The orthometric height was determined by differential leveling
 KV0411.and adjusted by the National Geodetic Survey in June 1991..
 KV0411
 KV0411.The geoid height was determined by GEOID03.
 KV0411
 KV0411.The dynamic height is computed by dividing the NAVD 88
 KV0411.geopotential number by the normal gravity value computed on the
 KV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0411.degrees latitude (g = 980.6199 gals.).
 KV0411
 KV0411.The modeled gravity was interpolated from observed gravity values.
 KV0411
 KV0411;                    North         East    Units  Estimated Accuracy
 KV0411;SPC NY L     -    49,660.      294,190.      MT  (+/- 180 meters Scaled)
 KV0411
 KV0411                          SUPERSEDED SURVEY CONTROL
 KV0411
 KV0411  NGVD 29 (04/16/92)   12.424  (m)           40.76   (f) ADJUSTED    1 2
 KV0411
 KV0411.Superseded values are not recommended for survey control.
 KV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0411.See file dsdata.txt to determine how the superseded data were derived.
 KV0411
 KV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK787963(NAD 83)
 KV0411_MARKER: X = CHISELED CROSS
 KV0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0411_SP_SET: BUTTRESS
 KV0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0411
 KV0411  HISTORY     - Date     Condition        Report By
 KV0411  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0411  HISTORY     - 1952     GOOD             CGS
 KV0411  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0411
 KV0411                          STATION DESCRIPTION
 KV0411
 KV0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0411'AT STATEN ISLAND.
 KV0411'ON STATEN ISLAND, AT ROSEBANK, AT INTERSECTION OF ANDERSON AND
 KV0411'CLIFTON AVENUES, A CHISELED CROSS IN CENTER OF VERTICAL SOUTHEAST
 KV0411'FACE OF BUTRESS ON NORTHEAST SIDE OF PUBLIC SCHOOL NO. 13,
 KV0411'BETWEEN THE NORTHEAST ENTRANCE TO SCHOOL AND NORTH CORNER OF
 KV0411'BUILDING, AND ABOUT 0.8 FOOT ABOVE GROUND.
 KV0411
 KV0411                          STATION RECOVERY (1985)
 KV0411
 KV0411'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1979 ***********************************************************************
 OF1979  DESIGNATION -  157 NYGS 1935
 OF1979  PID         -  OF1979
 OF1979  STATE/COUNTY-  NY/MONROE
 OF1979  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1979
 OF1979                         *CURRENT SURVEY CONTROL
 OF1979  ___________________________________________________________________
 OF1979* NAD 83(1996)-  43 10 56.68685(N)    077 30 28.87815(W)     ADJUSTED  
 OF1979* NAVD 88     -       134.99   (+/-2cm)     442.9    (feet)  VERTCON   
 OF1979  ___________________________________________________________________
 OF1979  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 OF1979  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF1979
 OF1979  HORZ ORDER  -  SECOND
 OF1979  VERT ORDER  -  THIRD ? (See Below)
 OF1979
 OF1979.The horizontal coordinates were established by classical geodetic methods
 OF1979.and adjusted by the National Geodetic Survey in January 1999..
 OF1979
 OF1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1979.The vertical order pertains to the NGVD 29 superseded value.
 OF1979
 OF1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1979
 OF1979.The geoid height was determined by GEOID03.
 OF1979
 OF1979;                    North         East     Units Scale Factor Converg.
 OF1979;SPC NY W     -   353,995.239   437,416.995   MT  1.00003147   +0 44 09.3
 OF1979;SPC NY W     - 1,161,399.38  1,435,092.26   sFT  1.00003147   +0 44 09.3
 OF1979;UTM  18      - 4,784,125.554   296,176.821   MT  1.00011108   -1 43 00.8
 OF1979
 OF1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1979!SPC NY W     -   0.99998442  x   1.00003147  =   1.00001589
 OF1979!UTM  18      -   0.99998442  x   1.00011108  =   1.00009550
 OF1979
 OF1979:                Primary Azimuth Mark                     Grid Az
 OF1979:SPC NY W     -  4 2 80 NYSDOT 1971                       022 52 11.9
 OF1979:UTM  18      -  4 2 80 NYSDOT 1971                       025 19 22.0
 OF1979
 OF1979|---------------------------------------------------------------------|
 OF1979| PID    Reference Object                     Distance      Geod. Az  |
 OF1979|                                                           dddmmss.s |
 OF1979| OF1967 4 2 80 NYSDOT 1971                  APPROX. 0.5 KM 0233621.2 |
 OF1979| OF1961 2303 MCGS 1972                      464.826 METERS 0910038.9 |
 OF1979| OF1976 157A MCGS 1971                      413.371 METERS 1982228.6 |
 OF1979|---------------------------------------------------------------------|
 OF1979
 OF1979                          SUPERSEDED SURVEY CONTROL
 OF1979
 OF1979  NAD 83(1986)-  43 10 56.69527(N)    077 30 28.87693(W) AD(       ) 2
 OF1979  NAD 27      -  43 10 56.46991(N)    077 30 29.88604(W) AD(       ) 2
 OF1979  NGVD 29 (07/19/86)  135.19   (m)          443.5    (f) LEVELING    3  
 OF1979
 OF1979.Superseded values are not recommended for survey control.
 OF1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1979.See file dsdata.txt to determine how the superseded data were derived.
 OF1979
 OF1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9617784126(NAD 83)
 OF1979_MARKER: DS = TRIANGULATION STATION DISK
 OF1979_SETTING: 0 = UNSPECIFIED SETTING
 OF1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1979+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OF1979
 OF1979  HISTORY     - Date     Condition        Report By
 OF1979  HISTORY     - 1935     MONUMENTED       NYGS
 OF1979  HISTORY     - 1971     GOOD             NY-055
 OF1979  HISTORY     - 1972     GOOD             NY-055
 OF1979  HISTORY     - 20040501 GOOD             USPSQD
 OF1979
 OF1979                          STATION DESCRIPTION
 OF1979
 OF1979'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1979'IN PENFIELD, 25 FEET WEST OF CENTER LINE OF WEBSTER ROAD, 56.5
 OF1979'FEET SOUTHEAST OF NORTHEAST CORNER OF HOUSE OCCUPIED BY A. DAYTON,
 OF1979'AND 45.5 FEET NORTHEAST OF SOUTHEAST CORNER OF HOUSE.  STATION
 OF1979'IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF1979'FLUSH WITH GROUND.
 OF1979
 OF1979                          STATION RECOVERY (1971)
 OF1979
 OF1979'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1979'A NEW DESCRIPTION FOLLOWS--
 OF1979'
 OF1979'IN TOWN OF PENFIELD AT INTERSECTION OF PLANK ROAD AND EMPIRE
 OF1979'BLVD. IN FRONT OF HOUSE 1683, WEST OF CENTERLINE OF EMPIRE BLVD.
 OF1979'
 OF1979'5.5 FT NORTH OF CENTERLINE OF PLANK ROAD, EXTENDED.
 OF1979'
 OF1979'16 FT N. OF TRAFFIC LITE POLE
 OF1979'
 OF1979'35 FT N. OF POLE TR, CIR, 702, RGE 246
 OF1979'
 OF1979'0.3 FT W. OF M.C. WITNESS POST
 OF1979'
 OF1979'45.2 NE OF SE CORNER OF HOUSE 1683
 OF1979'
 OF1979'56.5 SE OF NE CORNER OF HOUSE 1683
 OF1979'
 OF1979'0.3 W. OF STEEL GUARD RAIL
 OF1979'
 OF1979'A NYGS STANDARD BRONZE DISK STAMPED 157 IN THE TOP OF A
 OF1979'CONCRETE POST COVERED 9 INCHES
 OF1979
 OF1979                          STATION RECOVERY (1972)
 OF1979
 OF1979'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1979'ORIGINAL DESCRIPTION IS ADEQUATE.
 OF1979
 OF1979                          STATION RECOVERY (2004)
 OF1979
 OF1979'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1207 ***********************************************************************
 NB1207  DESIGNATION -  1573 D USGS
 NB1207  PID         -  NB1207
 NB1207  STATE/COUNTY-  NY/ALLEGANY
 NB1207  USGS QUAD   -  ANDOVER (1976)
 NB1207
 NB1207                         *CURRENT SURVEY CONTROL
 NB1207  ___________________________________________________________________
 NB1207* NAD 83(1986)-  42 08 56.     (N)    077 51 19.     (W)     SCALED    
 NB1207* NAVD 88     -       479.840  (meters)    1574.28   (feet)  ADJUSTED  
 NB1207  ___________________________________________________________________
 NB1207  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NB1207  DYNAMIC HT  -         479.656 (meters)    1573.67  (feet)  COMP
 NB1207  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 NB1207
 NB1207  VERT ORDER  -  FIRST     CLASS II
 NB1207
 NB1207.The horizontal coordinates were scaled from a topographic map and have
 NB1207.an estimated accuracy of +/- 6 seconds.
 NB1207
 NB1207.The orthometric height was determined by differential leveling
 NB1207.and adjusted by the National Geodetic Survey in June 1991..
 NB1207
 NB1207.The geoid height was determined by GEOID03.
 NB1207
 NB1207.The dynamic height is computed by dividing the NAVD 88
 NB1207.geopotential number by the normal gravity value computed on the
 NB1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1207.degrees latitude (g = 980.6199 gals.).
 NB1207
 NB1207.The modeled gravity was interpolated from observed gravity values.
 NB1207
 NB1207;                    North         East    Units  Estimated Accuracy
 NB1207;SPC NY W     -   238,890.      410,180.      MT  (+/- 180 meters Scaled)
 NB1207
 NB1207                          SUPERSEDED SURVEY CONTROL
 NB1207
 NB1207  NGVD 29 (??/??/92)  479.975  (m)         1574.72   (f) ADJ UNCH    1 2
 NB1207
 NB1207.Superseded values are not recommended for survey control.
 NB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1207.See file dsdata.txt to determine how the superseded data were derived.
 NB1207
 NB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM640702(NAD 83)
 NB1207_MARKER: DB = BENCH MARK DISK
 NB1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1207_SP_SET: BRIDGE
 NB1207_STAMPING: 1573 D 1898
 NB1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1207
 NB1207  HISTORY     - Date     Condition        Report By
 NB1207  HISTORY     - 1898     MONUMENTED       USGS
 NB1207  HISTORY     - 1941     GOOD             NGS
 NB1207  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1207
 NB1207                          STATION DESCRIPTION
 NB1207
 NB1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1207'3.1 MI SW FROM ANDOVER.
 NB1207'3.1 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB1207'ANDOVER, 0.1 MILE EAST OF MILE POST NO. 352, SET IN THE NORTH CORNER
 NB1207'OF THE EAST ABUTMENT IN THE THIRD STEP FROM THE TOP OF BRIDGE NO.
 NB1207'351-94, 4 1/2 RAILS WEST OF A PUBLIC ROAD CROSSING, 10.5 FEET NORTH
 NB1207'OF THE NORTH RAIL OF TRACK, 4.0 FEET NORTHEAST OF THE EAST CORNER OF
 NB1207'THE NORTH STEEL BRIDGE WALL, ABOUT 3.0 FEET BELOW TRACK LEVEL. A
 NB1207'STANDARD DISK STAMPED 1573 D 1898.
 NB1207
 NB1207                          STATION RECOVERY (1983)
 NB1207
 NB1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1207'NOT RECOVERED, THE MARK IS COVERED BY A NEW HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0051 ***********************************************************************
 NC0051  DESIGNATION -  1576.19 USGS
 NC0051  PID         -  NC0051
 NC0051  STATE/COUNTY-  NY/WYOMING
 NC0051  USGS QUAD   -  ARCADE (1979)
 NC0051
 NC0051                         *CURRENT SURVEY CONTROL
 NC0051  ___________________________________________________________________
 NC0051* NAD 83(1986)-  42 34 51.     (N)    078 24 01.     (W)     SCALED    
 NC0051* NAVD 88     -       480.307  (meters)    1575.81   (feet)  ADJUSTED  
 NC0051  ___________________________________________________________________
 NC0051  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NC0051  DYNAMIC HT  -         480.139 (meters)    1575.26  (feet)  COMP
 NC0051  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 NC0051
 NC0051  VERT ORDER  -  SECOND    CLASS 0
 NC0051
 NC0051.The horizontal coordinates were scaled from a topographic map and have
 NC0051.an estimated accuracy of +/- 6 seconds.
 NC0051
 NC0051.The orthometric height was determined by differential leveling
 NC0051.and adjusted by the National Geodetic Survey in June 1991..
 NC0051
 NC0051.The geoid height was determined by GEOID03.
 NC0051
 NC0051.The dynamic height is computed by dividing the NAVD 88
 NC0051.geopotential number by the normal gravity value computed on the
 NC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0051.degrees latitude (g = 980.6199 gals.).
 NC0051
 NC0051.The modeled gravity was interpolated from observed gravity values.
 NC0051
 NC0051;                    North         East    Units  Estimated Accuracy
 NC0051;SPC NY W     -   286,630.      365,030.      MT  (+/- 180 meters Scaled)
 NC0051
 NC0051                          SUPERSEDED SURVEY CONTROL
 NC0051
 NC0051  NGVD 29 (??/??/92)  480.446  (m)         1576.26   (f) ADJ UNCH    2 0
 NC0051
 NC0051.Superseded values are not recommended for survey control.
 NC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0051.See file dsdata.txt to determine how the superseded data were derived.
 NC0051
 NC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH133175(NAD 83)
 NC0051_MARKER: Q = CHISELED SQUARE
 NC0051_SETTING: 80 = SET IN A BOULDER
 NC0051_SP_SET: BOULDER
 NC0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0051+STABILITY: SURFACE MOTION
 NC0051
 NC0051  HISTORY     - Date     Condition        Report By
 NC0051  HISTORY     - UNK      MONUMENTED       USGS
 NC0051  HISTORY     - 1935     GOOD             NGS
 NC0051
 NC0051                          STATION DESCRIPTION
 NC0051
 NC0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0051'4.0 MI N FROM ARCADE.
 NC0051'4.0 MILES NORTH OF ARCADE ON A. AND A.R.R. 0.5 MILE NORTH OF SUNNY
 NC0051'HILL FARM 16 FEET EAST OF CENTER LINE OF TRACK 2 1/2 FEET BELOW TOP OF
 NC0051'RAIL IN TOP OF LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0884 ***********************************************************************
 LY0884  DESIGNATION -  1577
 LY0884  PID         -  LY0884
 LY0884  STATE/COUNTY-  NY/SULLIVAN
 LY0884  USGS QUAD   -  LIBERTY EAST (1982)
 LY0884
 LY0884                         *CURRENT SURVEY CONTROL
 LY0884  ___________________________________________________________________
 LY0884* NAD 83(1986)-  41 47 46.     (N)    074 44 52.     (W)     SCALED    
 LY0884* NAVD 88     -       481.636  (meters)    1580.17   (feet)  POSTED    
 LY0884  ___________________________________________________________________
 LY0884  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LY0884  DYNAMIC HT  -         481.440 (meters)    1579.52  (feet)  COMP
 LY0884  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 LY0884
 LY0884  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0884
 LY0884.The horizontal coordinates were scaled from a topographic map and have
 LY0884.an estimated accuracy of +/- 6 seconds.
 LY0884
 LY0884.The orthometric height was determined by differential leveling
 LY0884.and adjusted by the National Geodetic Survey in 1992..
 LY0884.No vertical observational check was made to the station.
 LY0884.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0884.was located on a no-check spur therefore a value was not computed.
 LY0884
 LY0884.The geoid height was determined by GEOID03.
 LY0884
 LY0884.The dynamic height is computed by dividing the NAVD 88
 LY0884.geopotential number by the normal gravity value computed on the
 LY0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0884.degrees latitude (g = 980.6199 gals.).
 LY0884
 LY0884.The modeled gravity was interpolated from observed gravity values.
 LY0884
 LY0884;                    North         East    Units  Estimated Accuracy
 LY0884;SPC NY E     -   328,990.      129,410.      MT  (+/- 180 meters Scaled)
 LY0884
 LY0884                          SUPERSEDED SURVEY CONTROL
 LY0884
 LY0884  NGVD 29 (??/??/92)  481.790  (m)         1580.67   (f) ADJ UNCH    2 0
 LY0884
 LY0884.Superseded values are not recommended for survey control.
 LY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0884.See file dsdata.txt to determine how the superseded data were derived.
 LY0884
 LY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM209271(NAD 83)
 LY0884_MARKER: DD = SURVEY DISK
 LY0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0884_SP_SET: RETAINING WALL
 LY0884_STAMPING: 1577 ADJ 1903
 LY0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0884
 LY0884  HISTORY     - Date     Condition        Report By
 LY0884  HISTORY     - 1903     MONUMENTED       USGS
 LY0884  HISTORY     - 1935     GOOD             NGS
 LY0884
 LY0884                          STATION DESCRIPTION
 LY0884
 LY0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0884'AT LIBERTY.
 LY0884'AT LIBERTY, SULLIVAN COUNTY, AT THE NEW YORK, ONTARIO AND WESTERN
 LY0884'RAILWAY STATION, IN THE SOUTH END OF A RETAINING WALL, 12 FEET
 LY0884'WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT
 LY0884'3-1/2 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 LY0884'SURVEY STANDARD DISK, STAMPED 1577 ADJ. 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1976 ***********************************************************************
 OF1976  DESIGNATION -  157A MCGS 1971
 OF1976  PID         -  OF1976
 OF1976  STATE/COUNTY-  NY/MONROE
 OF1976  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1976
 OF1976                         *CURRENT SURVEY CONTROL
 OF1976  ___________________________________________________________________
 OF1976* NAD 83(1996)-  43 10 43.97474(N)    077 30 34.64788(W)     ADJUSTED  
 OF1976* NAVD 88     -       126.7    (meters)     416.     (feet)  VERTCON   
 OF1976  ___________________________________________________________________
 OF1976  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 OF1976  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1976
 OF1976  HORZ ORDER  -  SECOND
 OF1976
 OF1976.The horizontal coordinates were established by classical geodetic methods
 OF1976.and adjusted by the National Geodetic Survey in January 1999..
 OF1976
 OF1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1976
 OF1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1976
 OF1976.The geoid height was determined by GEOID03.
 OF1976
 OF1976;                    North         East     Units Scale Factor Converg.
 OF1976;SPC NY W     -   353,601.290   437,291.734   MT  1.00003120   +0 44 05.1
 OF1976;SPC NY W     - 1,160,106.90  1,434,681.30   sFT  1.00003120   +0 44 05.1
 OF1976;UTM  18      - 4,783,737.295   296,034.804   MT  1.00011179   -1 43 04.3
 OF1976
 OF1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1976!SPC NY W     -   0.99998572  x   1.00003120  =   1.00001692
 OF1976!UTM  18      -   0.99998572  x   1.00011179  =   1.00009751
 OF1976
 OF1976:                Primary Azimuth Mark                     Grid Az
 OF1976:SPC NY W     -  157 NYGS 1935                            017 38 19.5
 OF1976:UTM  18      -  157 NYGS 1935                            020 05 28.9
 OF1976
 OF1976|---------------------------------------------------------------------|
 OF1976| PID    Reference Object                     Distance      Geod. Az  |
 OF1976|                                                           dddmmss.s |
 OF1976| OF1979 157 NYGS 1935                       413.371 METERS 0182224.6 |
 OF1976| OF1974 158 MCGS 1971                       260.198 METERS 20455     |
 OF1976|---------------------------------------------------------------------|
 OF1976
 OF1976                          SUPERSEDED SURVEY CONTROL
 OF1976
 OF1976  NAD 83(1986)-  43 10 43.98318(N)    077 30 34.64667(W) AD(       ) 2
 OF1976  NAD 27      -  43 10 43.75787(N)    077 30 35.65568(W) AD(       ) 2
 OF1976  NGVD 29 (07/19/86)  126.9    (m)          416.     (f) VERT ANG       
 OF1976
 OF1976.Superseded values are not recommended for survey control.
 OF1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1976.See file dsdata.txt to determine how the superseded data were derived.
 OF1976
 OF1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9603583737(NAD 83)
 OF1976_MARKER: DD = SURVEY DISK
 OF1976_SETTING: 0 = UNSPECIFIED SETTING
 OF1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1976
 OF1976  HISTORY     - Date     Condition        Report By
 OF1976  HISTORY     - 1971     MONUMENTED       NY-055
 OF1976  HISTORY     - 1972     GOOD             NY-055
 OF1976
 OF1976                          STATION DESCRIPTION
 OF1976
 OF1976'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1976'IN TOWN OF PENFIELD
 OF1976'
 OF1976'EAST OF CENTERLINE OF EMPIRE BLVD., 0.2 MI S OF PLANK RD. IN FRONT
 OF1976'OF HOUSE 1577
 OF1976'
 OF1976'10.5 FT E OF EMPIRE BLVD. PAVEMENT EDGE
 OF1976'
 OF1976'71.4 FT SOUTH OF POLE RGE L 35A
 OF1976'
 OF1976'10.8 FT WEST OF M.C. WITNESS POST.
 OF1976'
 OF1976'41.6 FT N.W. OF POLE RTC 121
 OF1976'
 OF1976'61.3 FT N. OF HYDRANT
 OF1976'
 OF1976'9.7 FT N. OF S. RANGE LINE OF CHIMNEY OF HOUSE NO. 1527
 OF1976'
 OF1976'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1976'157A IN THE TOP OF A CONCRETE POST COVERED 8 INCHES
 OF1976
 OF1976                          STATION RECOVERY (1972)
 OF1976
 OF1976'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1976'ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0990 ***********************************************************************
 LY0990  DESIGNATION -  158
 LY0990  PID         -  LY0990
 LY0990  STATE/COUNTY-  NY/DELAWARE
 LY0990  USGS QUAD   -  HANCOCK (1992)
 LY0990
 LY0990                         *CURRENT SURVEY CONTROL
 LY0990  ___________________________________________________________________
 LY0990* NAD 83(1986)-  41 54 01.     (N)    075 16 06.     (W)     SCALED    
 LY0990* NAVD 88     -       273.259  (meters)     896.52   (feet)  ADJUSTED  
 LY0990  ___________________________________________________________________
 LY0990  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LY0990  DYNAMIC HT  -         273.164 (meters)     896.21  (feet)  COMP
 LY0990  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LY0990
 LY0990  VERT ORDER  -  FIRST     CLASS II
 LY0990
 LY0990.The horizontal coordinates were scaled from a topographic map and have
 LY0990.an estimated accuracy of +/- 6 seconds.
 LY0990
 LY0990.The orthometric height was determined by differential leveling
 LY0990.and adjusted by the National Geodetic Survey in June 1991..
 LY0990
 LY0990.The geoid height was determined by GEOID03.
 LY0990
 LY0990.The dynamic height is computed by dividing the NAVD 88
 LY0990.geopotential number by the normal gravity value computed on the
 LY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0990.degrees latitude (g = 980.6199 gals.).
 LY0990
 LY0990.The modeled gravity was interpolated from observed gravity values.
 LY0990
 LY0990;                    North         East    Units  Estimated Accuracy
 LY0990;SPC NY E     -   340,810.       86,250.      MT  (+/- 180 meters Scaled)
 LY0990
 LY0990                          SUPERSEDED SURVEY CONTROL
 LY0990
 LY0990  NGVD 29 (??/??/92)  273.414  (m)          897.03   (f) ADJ UNCH    1 2
 LY0990
 LY0990.Superseded values are not recommended for survey control.
 LY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0990.See file dsdata.txt to determine how the superseded data were derived.
 LY0990
 LY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM777387(NAD 83)
 LY0990_MARKER: Q = CHISELED SQUARE
 LY0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0990_SP_SET: FOUNDATION
 LY0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0990
 LY0990  HISTORY     - Date     Condition        Report By
 LY0990  HISTORY     - UNK      MONUMENTED
 LY0990  HISTORY     - 1941     GOOD             NGS
 LY0990  HISTORY     - 1941     GOOD             NGS
 LY0990  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY0990
 LY0990                          STATION DESCRIPTION
 LY0990
 LY0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0990'4 MI S FROM HANCOCK.
 LY0990'4.0 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0990'HANCOCK, DELAWARE COUNTY, ABOUT 75 YARDS SOUTH OF MILEPOST 159,
 LY0990'ABOUT 2-1/2 YARDS SOUTH OF SEMAPHORE 158.1, ABOUT 2 YARDS
 LY0990'EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, ON THE WEST
 LY0990'SIDE OF THE FOUNDATION OF A BATTERY WELL, AND ABOUT 4 INCHES
 LY0990'HIGHER THAN THE GROUND.  A CHISELED SQUARE, MARKED U.S.B.M.
 LY0990
 LY0990                          STATION RECOVERY (1941)
 LY0990
 LY0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0990'RECOVERED IN GOOD CONDITION.
 LY0990
 LY0990                          STATION RECOVERY (1982)
 LY0990
 LY0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0421 ***********************************************************************
 KV0421  DESIGNATION -  158
 KV0421  PID         -  KV0421
 KV0421  STATE/COUNTY-  NY/RICHMOND
 KV0421  USGS QUAD   -  JERSEY CITY (1981)
 KV0421
 KV0421                         *CURRENT SURVEY CONTROL
 KV0421  ___________________________________________________________________
 KV0421* NAD 83(1986)-  40 38 26.     (N)    074 04 24.     (W)     SCALED    
 KV0421* NAVD 88     -         5.022  (meters)      16.48   (feet)  ADJUSTED  
 KV0421  ___________________________________________________________________
 KV0421  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0421  DYNAMIC HT  -           5.021 (meters)      16.47  (feet)  COMP
 KV0421  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 KV0421
 KV0421  VERT ORDER  -  FIRST     CLASS II
 KV0421
 KV0421.The horizontal coordinates were scaled from a topographic map and have
 KV0421.an estimated accuracy of +/- 6 seconds.
 KV0421
 KV0421.The orthometric height was determined by differential leveling
 KV0421.and adjusted by the National Geodetic Survey in June 1991..
 KV0421
 KV0421.The geoid height was determined by GEOID03.
 KV0421
 KV0421.The dynamic height is computed by dividing the NAVD 88
 KV0421.geopotential number by the normal gravity value computed on the
 KV0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0421.degrees latitude (g = 980.6199 gals.).
 KV0421
 KV0421.The modeled gravity was interpolated from observed gravity values.
 KV0421
 KV0421;                    North         East    Units  Estimated Accuracy
 KV0421;SPC NY L     -    52,630.      293,800.      MT  (+/- 180 meters Scaled)
 KV0421
 KV0421                          SUPERSEDED SURVEY CONTROL
 KV0421
 KV0421  NGVD 29 (04/16/92)    5.359  (m)           17.58   (f) ADJUSTED    1 2
 KV0421
 KV0421.Superseded values are not recommended for survey control.
 KV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0421.See file dsdata.txt to determine how the superseded data were derived.
 KV0421
 KV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK783992(NAD 83)
 KV0421_MARKER: Q = CHISELED SQUARE
 KV0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0421+STABILITY: SURFACE MOTION
 KV0421
 KV0421  HISTORY     - Date     Condition        Report By
 KV0421  HISTORY     - 1952     MONUMENTED       CGS
 KV0421  HISTORY     - 1952     GOOD             CGS
 KV0421
 KV0421                          STATION DESCRIPTION
 KV0421
 KV0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0421'AT STATEN ISLAND.
 KV0421'ON STATEN ISLAND, AT ST. GEORGE, AT THE FOOT OF SOUTH STREET,
 KV0421'AT THE U.S. COAST GUARD STATION, IN TOP OF CONCRETE FOUNDATION
 KV0421'OF FENCE POST AT RIGHT ANGLE TURN IN COAST GUARD PROPERTY FENCE
 KV0421'LINE, 33 FEET NORTH OF NORTHEAST CORNER OF BUILDING NO. 9 AND
 KV0421'ABOUT 2 FEET ABOVE SIDE WALK.  NOTE-- 158 PAINTED ON BASE OF FENCE
 KV0421'POST BELOW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1974 ***********************************************************************
 OF1974  DESIGNATION -  158 MCGS 1971
 OF1974  PID         -  OF1974
 OF1974  STATE/COUNTY-  NY/MONROE
 OF1974  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1974
 OF1974                         *CURRENT SURVEY CONTROL
 OF1974  ___________________________________________________________________
 OF1974* NAD 83(1996)-  43 10 36.32846(N)    077 30 39.50300(W)     ADJUSTED  
 OF1974* NAVD 88     -       118.6    (meters)     389.     (feet)  VERTCON   
 OF1974  ___________________________________________________________________
 OF1974  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 OF1974  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1974
 OF1974  HORZ ORDER  -  SECOND
 OF1974
 OF1974.The horizontal coordinates were established by classical geodetic methods
 OF1974.and adjusted by the National Geodetic Survey in January 1999..
 OF1974
 OF1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1974
 OF1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1974
 OF1974.The geoid height was determined by GEOID03.
 OF1974
 OF1974;                    North         East     Units Scale Factor Converg.
 OF1974;SPC NY W     -   353,363.932   437,185.112   MT  1.00003097   +0 44 01.7
 OF1974;SPC NY W     - 1,159,328.17  1,434,331.49   sFT  1.00003097   +0 44 01.7
 OF1974;UTM  18      - 4,783,504.699   295,918.113   MT  1.00011238   -1 43 07.4
 OF1974
 OF1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1974!SPC NY W     -   0.99998699  x   1.00003097  =   1.00001796
 OF1974!UTM  18      -   0.99998699  x   1.00011238  =   1.00009937
 OF1974
 OF1974|---------------------------------------------------------------------|
 OF1974| PID    Reference Object                     Distance      Geod. Az  |
 OF1974|                                                           dddmmss.s |
 OF1974| OF1976 157A MCGS 1971                      260.198 METERS 02455     |
 OF1974| OF1972 4 2 78 NYSDOT 1971                  352.205 METERS 22300     |
 OF1974|---------------------------------------------------------------------|
 OF1974
 OF1974                          SUPERSEDED SURVEY CONTROL
 OF1974
 OF1974  NAD 83(1986)-  43 10 36.33691(N)    077 30 39.50181(W) AD(       ) 2
 OF1974  NAD 27      -  43 10 36.11168(N)    077 30 40.51071(W) AD(       ) 2
 OF1974  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG       
 OF1974
 OF1974.Superseded values are not recommended for survey control.
 OF1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1974.See file dsdata.txt to determine how the superseded data were derived.
 OF1974
 OF1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9591883505(NAD 83)
 OF1974_MARKER: DD = SURVEY DISK
 OF1974_SETTING: 0 = UNSPECIFIED SETTING
 OF1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1974
 OF1974  HISTORY     - Date     Condition        Report By
 OF1974  HISTORY     - 1971     MONUMENTED       NY-055
 OF1974
 OF1974                          STATION DESCRIPTION
 OF1974
 OF1974'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1974'IN TOWN OF PENFIELD
 OF1974'
 OF1974'EAST OF CENTERLINE OF EMPIRE BLVD., .35 MI SOUTH OF PLANK ROAD
 OF1974'
 OF1974'SOUTH OF HOUSE 1468
 OF1974'
 OF1974'10 FT E. OF EDGE OF PAVEMENT OF EMPIRE BLVD.
 OF1974'
 OF1974'134.1 FT S. OF HYDRANT
 OF1974'
 OF1974'30.6 FT SW OF POLE
 OF1974'
 OF1974'25.6 FT W. OF POLE
 OF1974'
 OF1974'14.2 FT W. OF M.C. WITNESS POST
 OF1974'
 OF1974'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1974'158 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0409 ***********************************************************************
 KV0409  DESIGNATION -  158 NYBE+A
 KV0409  PID         -  KV0409
 KV0409  STATE/COUNTY-  NY/RICHMOND
 KV0409  USGS QUAD   -  THE NARROWS (1981)
 KV0409
 KV0409                         *CURRENT SURVEY CONTROL
 KV0409  ___________________________________________________________________
 KV0409* NAD 83(1986)-  40 36 50.     (N)    074 04 07.     (W)     SCALED    
 KV0409* NAVD 88     -        13.216  (meters)      43.36   (feet)  ADJUSTED  
 KV0409  ___________________________________________________________________
 KV0409  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0409  DYNAMIC HT  -          13.211 (meters)      43.34  (feet)  COMP
 KV0409  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 KV0409
 KV0409  VERT ORDER  -  FIRST     CLASS II
 KV0409
 KV0409.The horizontal coordinates were scaled from a topographic map and have
 KV0409.an estimated accuracy of +/- 6 seconds.
 KV0409
 KV0409.The orthometric height was determined by differential leveling
 KV0409.and adjusted by the National Geodetic Survey in June 1991..
 KV0409
 KV0409.The geoid height was determined by GEOID03.
 KV0409
 KV0409.The dynamic height is computed by dividing the NAVD 88
 KV0409.geopotential number by the normal gravity value computed on the
 KV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0409.degrees latitude (g = 980.6199 gals.).
 KV0409
 KV0409.The modeled gravity was interpolated from observed gravity values.
 KV0409
 KV0409;                    North         East    Units  Estimated Accuracy
 KV0409;SPC NY L     -    49,660.      294,190.      MT  (+/- 180 meters Scaled)
 KV0409
 KV0409                          SUPERSEDED SURVEY CONTROL
 KV0409
 KV0409  NGVD 29 (04/16/92)   13.554  (m)           44.47   (f) ADJUSTED    1 2
 KV0409
 KV0409.Superseded values are not recommended for survey control.
 KV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0409.See file dsdata.txt to determine how the superseded data were derived.
 KV0409
 KV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK787963(NAD 83)
 KV0409_MARKER: Q = CHISELED SQUARE
 KV0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0409_SP_SET: STONE COPING
 KV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0409+STABILITY: SURFACE MOTION
 KV0409
 KV0409  HISTORY     - Date     Condition        Report By
 KV0409  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0409  HISTORY     - 1952     GOOD             CGS
 KV0409  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0409
 KV0409                          STATION DESCRIPTION
 KV0409
 KV0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0409'AT STATEN ISLAND.
 KV0409'ON STATEN ISLAND, AT ROSEBANK, AT THE INTERSECTION OF ANDERSON AND
 KV0409'CLIFTON AVENUES, AN OUTLINE SQUARE ON THE TOP OF THE NORTH CORNER
 KV0409'AT THE NORTHWEST END OF THE FIRST SECTION OF STONE COPING OF LAWN
 KV0409'FENCE NORTHWEST OF NORTHEAST ENTRANCE TO PUBLIC SCHOOL NO. 13.
 KV0409
 KV0409                          STATION RECOVERY (1985)
 KV0409
 KV0409'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1209 ***********************************************************************
 NB1209  DESIGNATION -  1585.05 USGS
 NB1209  PID         -  NB1209
 NB1209  STATE/COUNTY-  NY/ALLEGANY
 NB1209  USGS QUAD   -  ANDOVER (1976)
 NB1209
 NB1209                         *CURRENT SURVEY CONTROL
 NB1209  ___________________________________________________________________
 NB1209* NAD 83(1986)-  42 08 56.     (N)    077 50 17.     (W)     SCALED    
 NB1209* NAVD 88     -       483.139  (meters)    1585.10   (feet)  ADJUSTED  
 NB1209  ___________________________________________________________________
 NB1209  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NB1209  DYNAMIC HT  -         482.951 (meters)    1584.48  (feet)  COMP
 NB1209  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 NB1209
 NB1209  VERT ORDER  -  FIRST     CLASS II
 NB1209
 NB1209.The horizontal coordinates were scaled from a topographic map and have
 NB1209.an estimated accuracy of +/- 6 seconds.
 NB1209
 NB1209.The orthometric height was determined by differential leveling
 NB1209.and adjusted by the National Geodetic Survey in June 1991..
 NB1209
 NB1209.The geoid height was determined by GEOID03.
 NB1209
 NB1209.The dynamic height is computed by dividing the NAVD 88
 NB1209.geopotential number by the normal gravity value computed on the
 NB1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1209.degrees latitude (g = 980.6199 gals.).
 NB1209
 NB1209.The modeled gravity was interpolated from observed gravity values.
 NB1209
 NB1209;                    North         East    Units  Estimated Accuracy
 NB1209;SPC NY W     -   238,900.      411,600.      MT  (+/- 180 meters Scaled)
 NB1209
 NB1209                          SUPERSEDED SURVEY CONTROL
 NB1209
 NB1209  NGVD 29 (??/??/92)  483.280  (m)         1585.56   (f) ADJ UNCH    1 2
 NB1209
 NB1209.Superseded values are not recommended for survey control.
 NB1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1209.See file dsdata.txt to determine how the superseded data were derived.
 NB1209
 NB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM654702(NAD 83)
 NB1209_MARKER: Q = CHISELED SQUARE
 NB1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1209_SP_SET: BRIDGE
 NB1209_MARK LOGO: USGS  
 NB1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1209+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 NB1209
 NB1209  HISTORY     - Date     Condition        Report By
 NB1209  HISTORY     - UNK      MONUMENTED       USGS
 NB1209  HISTORY     - 1941     GOOD             NGS
 NB1209  HISTORY     - 1983     GOOD             NGS
 NB1209  HISTORY     - 20041005 GOOD             USPSQD
 NB1209
 NB1209                          STATION DESCRIPTION
 NB1209
 NB1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1209'2.2 MI SW FROM ANDOVER.
 NB1209'2.2 MILES SOUTHWEST OF STATION AT ANDOVER ALONG THE ERIE RAILROAD,
 NB1209'CUT IN THE NORTHWEST CORNER OF THE NORTH SIDE OF THE EAST BRIDGE
 NB1209'SEAT OF BRIDGE NO. 351.05, 14 RAILS EAST OF PUBLIC ROAD CROSSING,
 NB1209'5 1/2 RAILS WEST OF MILE POST NO. 351, 7.6 FEET NORTH OF THE NORTH
 NB1209'RAIL OF TRACK, 7.2 FEET SOUTHWEST OF THE FIRST TELEGRAPH POLE EAST
 NB1209'OF BRIDGE, 4.6 FEET NORTH OF THE NORTHWEST CORNER OF NORTHEAST STEEL
 NB1209'BRIDGE PLATE. A CHISELED SQUARE, NO. 1585.05.
 NB1209
 NB1209                          STATION RECOVERY (1983)
 NB1209
 NB1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1209'RECOVERED IN GOOD CONDITION.
 NB1209
 NB1209                          STATION RECOVERY (2004)
 NB1209
 NB1209'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0215 ***********************************************************************
 LY0215  DESIGNATION -  158.9
 LY0215  PID         -  LY0215
 LY0215  STATE/COUNTY-  NY/ULSTER
 LY0215  USGS QUAD   -  KINGSTON WEST (1980)
 LY0215
 LY0215                         *CURRENT SURVEY CONTROL
 LY0215  ___________________________________________________________________
 LY0215* NAD 83(1986)-  41 56 15.     (N)    074 01 25.     (W)     SCALED    
 LY0215* NAVD 88     -        48.182  (meters)     158.08   (feet)  ADJUSTED  
 LY0215  ___________________________________________________________________
 LY0215  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY0215  DYNAMIC HT  -          48.165 (meters)     158.02  (feet)  COMP
 LY0215  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LY0215
 LY0215  VERT ORDER  -  SECOND    CLASS 0
 LY0215
 LY0215.The horizontal coordinates were scaled from a topographic map and have
 LY0215.an estimated accuracy of +/- 6 seconds.
 LY0215
 LY0215.The orthometric height was determined by differential leveling
 LY0215.and adjusted by the National Geodetic Survey in June 1991..
 LY0215
 LY0215.The geoid height was determined by GEOID03.
 LY0215
 LY0215.The dynamic height is computed by dividing the NAVD 88
 LY0215.geopotential number by the normal gravity value computed on the
 LY0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0215.degrees latitude (g = 980.6199 gals.).
 LY0215
 LY0215.The modeled gravity was interpolated from observed gravity values.
 LY0215
 LY0215;                    North         East    Units  Estimated Accuracy
 LY0215;SPC NY E     -   344,770.      189,500.      MT  (+/- 180 meters Scaled)
 LY0215
 LY0215                          SUPERSEDED SURVEY CONTROL
 LY0215
 LY0215  NGVD 29 (??/??/92)   48.424  (m)          158.87   (f) ADJ UNCH    2 0
 LY0215
 LY0215.Superseded values are not recommended for survey control.
 LY0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0215.See file dsdata.txt to determine how the superseded data were derived.
 LY0215
 LY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM809432(NAD 83)
 LY0215_MARKER: Q = CHISELED SQUARE
 LY0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0215_SP_SET: SEMAPHORE
 LY0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0215+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 LY0215
 LY0215  HISTORY     - Date     Condition        Report By
 LY0215  HISTORY     - UNK      MONUMENTED       USGS
 LY0215  HISTORY     - 1934     GOOD             NGS
 LY0215  HISTORY     - 1942     GOOD             USGS
 LY0215  HISTORY     - 20050916 GOOD             NYDT
 LY0215
 LY0215                          STATION DESCRIPTION
 LY0215
 LY0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0215'1.4 MI W FROM KINGSTON.
 LY0215'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0215'RAILWAY, 0.15 MILE EAST OF OVERHEAD BRIDGE, 2 YARDS NORTH OF
 LY0215'NORTH RAIL, 1 FOOT ABOVE THE TOP OF RAILS, ON TOP OF CONCRETE
 LY0215'FOUNDATION OF RAILWAY SIGNAL SEMAPHORE NO. 4.3, 2 INCHES FROM
 LY0215'THE EDGE OF THE FOUNDATION.
 LY0215
 LY0215                          STATION RECOVERY (1942)
 LY0215
 LY0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LY0215'RECOVERED IN GOOD CONDITION.
 LY0215
 LY0215                          STATION RECOVERY (2005)
 LY0215
 LY0215'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LY0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2233 ***********************************************************************
 PH2233  DESIGNATION -  159 IWC
 PH2233  PID         -  PH2233
 PH2233  STATE/COUNTY-  NY/ST LAWRENCE
 PH2233  USGS QUAD   -  MORRISTOWN (1982)
 PH2233
 PH2233                         *CURRENT SURVEY CONTROL
 PH2233  ___________________________________________________________________
 PH2233* NAD 83(1996)-  44 34 02.24598(N)    075 42 11.09869(W)     ADJUSTED  
 PH2233* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2233  ___________________________________________________________________
 PH2233  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 PH2233  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 PH2233
 PH2233  HORZ ORDER  -  THIRD
 PH2233
 PH2233.The horizontal coordinates were established by classical geodetic methods
 PH2233.and adjusted by the National Geodetic Survey in January 1999..
 PH2233
 PH2233.The orthometric height was scaled from a topographic map.
 PH2233
 PH2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2233
 PH2233.The geoid height was determined by GEOID03.
 PH2233
 PH2233;                    North         East     Units Scale Factor Converg.
 PH2233;SPC NY E     -   637,497.186    54,438.894   MT  1.00001227   -0 50 39.6
 PH2233;SPC NY E     - 2,091,522.02    178,604.94   sFT  1.00001227   -0 50 39.6
 PH2233;UTM  18      - 4,935,124.078   444,170.788   MT  0.99963833   -0 29 36.2
 PH2233
 PH2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2233!SPC NY E     -   0.99999324  x   1.00001227  =   1.00000551
 PH2233!UTM  18      -   0.99999324  x   0.99963833  =   0.99963157
 PH2233
 PH2233|---------------------------------------------------------------------|
 PH2233| PID    Reference Object                     Distance      Geod. Az  |
 PH2233|                                                           dddmmss.s |
 PH2233| PH2221 REF MON 56                          235.406 METERS 07048     |
 PH2233| PH2232 159 IWC ECC                           2.987 METERS 09800     |
 PH2233| PH2218 156 IWC                             APPROX. 1.1 KM 1193851.9 |
 PH2233|---------------------------------------------------------------------|
 PH2233
 PH2233                          SUPERSEDED SURVEY CONTROL
 PH2233
 PH2233  NAD 83(1986)-  44 34 02.25355(N)    075 42 11.09937(W) AD(       ) 3
 PH2233  NAD 27      -  44 34 02.04700(N)    075 42 12.27000(W) AD(       ) 3
 PH2233
 PH2233.Superseded values are not recommended for survey control.
 PH2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2233.See file dsdata.txt to determine how the superseded data were derived.
 PH2233
 PH2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4417135124(NAD 83)
 PH2233_MARKER: DD = SURVEY DISK
 PH2233_SETTING: 66 = SET IN ROCK OUTCROP
 PH2233_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2233+STABILITY: POSITION/ELEVATION WELL
 PH2233
 PH2233  HISTORY     - Date     Condition        Report By
 PH2233  HISTORY     - 1911     MONUMENTED       IBWC
 PH2233  HISTORY     - 1957     GOOD             IBC
 PH2233
 PH2233                          STATION DESCRIPTION
 PH2233
 PH2233'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2233'ABOUT 1 MILE ABOVE BROCKVILLE, ONT, ON MCCOY ISLAND IN THE ST LAWRENCE
 PH2233'RIVER.  THE STATION IS ON THE ROCK LEDGE THAT FORMS THE HIGHER PART
 PH2233'OF THE ISLAND.  IT IS ABOUT 80 FEET INSHORE FROM THE UPPER END OF THE
 PH2233'ISLAND AND IS ABOUT 50 FEET UPSTREAM FROM THE HIGHEST POINT OF THE
 PH2233'LEDGE.
 PH2233'
 PH2233'STATION MARK--A STANDARD INTERNATIONAL BOUNDARY COMMISSION
 PH2233'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE LEDGE ROCK.
 PH2233'REFERENCE MARK 1 IS A DRILL HOLE IN THE LEDGE ROCK.  REFERENCE MARK 1
 PH2233'IS A DRILL HOLE IN THE LEDGE ROCK NORTHEAST OF THE STATION AND NEAR
 PH2233'THE HIGHEST POINT OF THE ISLAND.  REFERENCE MARK 2 IS A DRILL HOLE AND
 PH2233'ARROW POINTING TOWARD THE STATION CUT IN THE LEDGE ROCK EAST OF THE
 PH2233'STATION.
 PH2233
 PH2233                          STATION RECOVERY (1957)
 PH2233
 PH2233'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2233'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1969 ***********************************************************************
 OF1969  DESIGNATION -  159 MCGS 1971
 OF1969  PID         -  OF1969
 OF1969  STATE/COUNTY-  NY/MONROE
 OF1969  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1969
 OF1969                         *CURRENT SURVEY CONTROL
 OF1969  ___________________________________________________________________
 OF1969* NAD 83(1996)-  43 10 26.64977(N)    077 31 02.59425(W)     ADJUSTED  
 OF1969* NAVD 88     -        84.2    (meters)     276.     (feet)  VERTCON   
 OF1969  ___________________________________________________________________
 OF1969  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 OF1969  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF1969
 OF1969  HORZ ORDER  -  SECOND
 OF1969
 OF1969.The horizontal coordinates were established by classical geodetic methods
 OF1969.and adjusted by the National Geodetic Survey in January 1999..
 OF1969
 OF1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1969
 OF1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1969
 OF1969.The geoid height was determined by GEOID03.
 OF1969
 OF1969;                    North         East     Units Scale Factor Converg.
 OF1969;SPC NY W     -   353,058.603   436,667.419   MT  1.00002987   +0 43 45.8
 OF1969;SPC NY W     - 1,158,326.43  1,432,633.02   sFT  1.00002987   +0 43 45.8
 OF1969;UTM  18      - 4,783,221.778   295,387.785   MT  1.00011504   -1 43 22.9
 OF1969
 OF1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1969!SPC NY W     -   0.99999239  x   1.00002987  =   1.00002226
 OF1969!UTM  18      -   0.99999239  x   1.00011504  =   1.00010742
 OF1969
 OF1969|---------------------------------------------------------------------|
 OF1969| PID    Reference Object                     Distance      Geod. Az  |
 OF1969|                                                           dddmmss.s |
 OF1969| OF1972 4 2 78 NYSDOT 1971                  284.344 METERS 08142     |
 OF1969| OF1957 160 MCGS 1971                       420.073 METERS 2941108.8 |
 OF1969|---------------------------------------------------------------------|
 OF1969
 OF1969                          SUPERSEDED SURVEY CONTROL
 OF1969
 OF1969  NAD 83(1986)-  43 10 26.65823(N)    077 31 02.59323(W) AD(       ) 2
 OF1969  NAD 27      -  43 10 26.43318(N)    077 31 03.60161(W) AD(       ) 2
 OF1969  NGVD 29 (07/19/86)   84.4    (m)          277.     (f) VERT ANG       
 OF1969
 OF1969.Superseded values are not recommended for survey control.
 OF1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1969.See file dsdata.txt to determine how the superseded data were derived.
 OF1969
 OF1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9538883222(NAD 83)
 OF1969_MARKER: DD = SURVEY DISK
 OF1969_SETTING: 0 = UNSPECIFIED SETTING
 OF1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1969
 OF1969  HISTORY     - Date     Condition        Report By
 OF1969  HISTORY     - 1971     MONUMENTED       NY-055
 OF1969
 OF1969                          STATION DESCRIPTION
 OF1969
 OF1969'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1969'IN THE TOWN OF PENFIELD
 OF1969'
 OF1969'ON THE S. SIDE OF EMPIRE BLVD., 0.4 MILES S AND W OF PLANK ROAD
 OF1969'
 OF1969'5.9 FT S. OF S. EDGE OF PAVEMENT
 OF1969'
 OF1969'81.0 FT W. OF POLE
 OF1969'
 OF1969'51.2 FT N.W. OF HYDRANT
 OF1969'
 OF1969'6.2 FT N. OF SPEED SIGN
 OF1969'
 OF1969'4.5 FT N. OF GUARD RAIL
 OF1969'
 OF1969'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1969'159 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0346 ***********************************************************************
 KV0346  DESIGNATION -  159 NYBE+A
 KV0346  PID         -  KV0346
 KV0346  STATE/COUNTY-  NY/RICHMOND
 KV0346  USGS QUAD   -  ARTHUR KILL (1981)
 KV0346
 KV0346                         *CURRENT SURVEY CONTROL
 KV0346  ___________________________________________________________________
 KV0346* NAD 83(1986)-  40 31 15.     (N)    074 14 19.     (W)     SCALED    
 KV0346* NAVD 88     -         6.100  (meters)      20.01   (feet)  ADJUSTED  
 KV0346  ___________________________________________________________________
 KV0346  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0346  DYNAMIC HT  -           6.098 (meters)      20.01  (feet)  COMP
 KV0346  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0346
 KV0346  VERT ORDER  -  FIRST     CLASS II
 KV0346
 KV0346.The horizontal coordinates were scaled from a topographic map and have
 KV0346.an estimated accuracy of +/- 6 seconds.
 KV0346
 KV0346.The orthometric height was determined by differential leveling
 KV0346.and adjusted by the National Geodetic Survey in June 1991..
 KV0346
 KV0346.The geoid height was determined by GEOID03.
 KV0346
 KV0346.The dynamic height is computed by dividing the NAVD 88
 KV0346.geopotential number by the normal gravity value computed on the
 KV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0346.degrees latitude (g = 980.6199 gals.).
 KV0346
 KV0346.The modeled gravity was interpolated from observed gravity values.
 KV0346
 KV0346;                    North         East    Units  Estimated Accuracy
 KV0346;SPC NY L     -    39,360.      279,780.      MT  (+/- 180 meters Scaled)
 KV0346
 KV0346                          SUPERSEDED SURVEY CONTROL
 KV0346
 KV0346  NGVD 29 (04/16/92)    6.416  (m)           21.05   (f) ADJUSTED    1 2
 KV0346
 KV0346.Superseded values are not recommended for survey control.
 KV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0346.See file dsdata.txt to determine how the superseded data were derived.
 KV0346
 KV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK644858(NAD 83)
 KV0346_MARKER: Q = CHISELED SQUARE
 KV0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0346_SP_SET: WINDOWSILL
 KV0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0346
 KV0346  HISTORY     - Date     Condition        Report By
 KV0346  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0346  HISTORY     - 1952     GOOD             CGS
 KV0346  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV0346
 KV0346                          STATION DESCRIPTION
 KV0346
 KV0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0346'AT STATEN ISLAND.
 KV0346'ON STATEN ISLAND, AT RICHMOND VALLEY, AT THE JUNCTION OF ARTHUR
 KV0346'KILL AND RICHMOND VALLEY ROADS, AT O.H. BARNARDS SILK MILL (NOW
 KV0346'OWNED BY NASSAU SMELTING AND REFINING COMPANY), A SQUARE CUT IN
 KV0346'THE TOP OF THE EAST END OF THE FIRST WINDOW SILL WEST OF THE
 KV0346'ONLY NORTH ENTRANCE TO BUILDING, ABOUT 117 YARDS EAST OF
 KV0346'CENTERLINE OF ARTHUR KILL ROAD AND ABOUT 3 FEET ABOVE GROUND.
 KV0346
 KV0346                          STATION RECOVERY (1991)
 KV0346
 KV0346'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1442 ***********************************************************************
 OE1442  DESIGNATION -  1591
 OE1442  PID         -  OE1442
 OE1442  STATE/COUNTY-  NY/LEWIS
 OE1442  USGS QUAD   -  NORTH OSCEOLA (1943)
 OE1442
 OE1442                         *CURRENT SURVEY CONTROL
 OE1442  ___________________________________________________________________
 OE1442* NAD 83(1986)-  43 34 14.     (N)    075 42 45.     (W)     SCALED    
 OE1442* NAVD 88     -       484.883  (meters)    1590.82   (feet)  ADJUSTED  
 OE1442  ___________________________________________________________________
 OE1442  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 OE1442  DYNAMIC HT  -         484.755 (meters)    1590.40  (feet)  COMP
 OE1442  MODELED GRAV-     980,341.0   (mgal)                       NAVD 88
 OE1442
 OE1442  VERT ORDER  -  SECOND    CLASS 0
 OE1442
 OE1442.The horizontal coordinates were scaled from a topographic map and have
 OE1442.an estimated accuracy of +/- 6 seconds.
 OE1442
 OE1442.The orthometric height was determined by differential leveling
 OE1442.and adjusted by the National Geodetic Survey in June 1991..
 OE1442
 OE1442.The geoid height was determined by GEOID03.
 OE1442
 OE1442.The dynamic height is computed by dividing the NAVD 88
 OE1442.geopotential number by the normal gravity value computed on the
 OE1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1442.degrees latitude (g = 980.6199 gals.).
 OE1442
 OE1442.The modeled gravity was interpolated from observed gravity values.
 OE1442
 OE1442;                    North         East    Units  Estimated Accuracy
 OE1442;SPC NY C     -   396,920.      320,340.      MT  (+/- 180 meters Scaled)
 OE1442
 OE1442                          SUPERSEDED SURVEY CONTROL
 OE1442
 OE1442  NGVD 29 (??/??/92)  484.998  (m)         1591.20   (f) ADJ UNCH    2 0
 OE1442
 OE1442.Superseded values are not recommended for survey control.
 OE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1442.See file dsdata.txt to determine how the superseded data were derived.
 OE1442
 OE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP424244(NAD 83)
 OE1442_MARKER: DD = SURVEY DISK
 OE1442_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE1442_SP_SET: UNSPECIFIED ROCK
 OE1442_STAMPING: 1591 ALBANY
 OE1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1442
 OE1442  HISTORY     - Date     Condition        Report By
 OE1442  HISTORY     - UNK      MONUMENTED       USGS
 OE1442  HISTORY     - 1942     GOOD             NGS
 OE1442  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1442
 OE1442                          STATION DESCRIPTION
 OE1442
 OE1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1442'5.3 MI N FROM OSCEOLA.
 OE1442'5.3 MILES NORTH ALONG THE NORTH OSCEOLA ROAD FROM THE SCHOOL AT
 OE1442'OSCEOLA, LEWIS COUNTY, AT NORTH OSCEOLA, AT THE SCHOOLHOUSE, IN THE
 OE1442'NORTH CORNER OF THE ROCK FOUNDATION, AND 1.9 FEET HIGHER THAN THE
 OE1442'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1591
 OE1442'ALBANY AND SET VERTICALLY.
 OE1442
 OE1442                          STATION RECOVERY (2002)
 OE1442
 OE1442'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 OE1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0176 ***********************************************************************
 NC0176  DESIGNATION -  1593 D
 NC0176  PID         -  NC0176
 NC0176  STATE/COUNTY-  NY/CATTARAUGUS
 NC0176  USGS QUAD   -  CATTARAUGUS (1976)
 NC0176
 NC0176                         *CURRENT SURVEY CONTROL
 NC0176  ___________________________________________________________________
 NC0176* NAD 83(1986)-  42 15 07.     (N)    078 48 04.     (W)     SCALED    
 NC0176* NAVD 88     -       485.773  (meters)    1593.74   (feet)  ADJUSTED  
 NC0176  ___________________________________________________________________
 NC0176  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NC0176  DYNAMIC HT  -         485.588 (meters)    1593.13  (feet)  COMP
 NC0176  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 NC0176
 NC0176  VERT ORDER  -  FIRST     CLASS II
 NC0176
 NC0176.The horizontal coordinates were scaled from a topographic map and have
 NC0176.an estimated accuracy of +/- 6 seconds.
 NC0176
 NC0176.The orthometric height was determined by differential leveling
 NC0176.and adjusted by the National Geodetic Survey in November 1993..
 NC0176
 NC0176.The geoid height was determined by GEOID03.
 NC0176
 NC0176.The dynamic height is computed by dividing the NAVD 88
 NC0176.geopotential number by the normal gravity value computed on the
 NC0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0176.degrees latitude (g = 980.6199 gals.).
 NC0176
 NC0176.The modeled gravity was interpolated from observed gravity values.
 NC0176
 NC0176;                    North         East    Units  Estimated Accuracy
 NC0176;SPC NY W     -   250,100.      332,030.      MT  (+/- 180 meters Scaled)
 NC0176
 NC0176                          SUPERSEDED SURVEY CONTROL
 NC0176
 NC0176  NAVD 88 (06/15/91)  485.767  (m)         1593.72   (f) UNKNOWN     1 2
 NC0176  NGVD 29 (??/??/92)  485.908  (m)         1594.18   (f) ADJ UNCH    1 2
 NC0176
 NC0176.Superseded values are not recommended for survey control.
 NC0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0176.See file dsdata.txt to determine how the superseded data were derived.
 NC0176
 NC0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG813800(NAD 83)
 NC0176_MARKER: DB = BENCH MARK DISK
 NC0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0176_SP_SET: WALL
 NC0176_STAMPING: 1593 D 1898
 NC0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0176
 NC0176  HISTORY     - Date     Condition        Report By
 NC0176  HISTORY     - 1898     MONUMENTED       USGS
 NC0176  HISTORY     - 1936     GOOD             NGS
 NC0176  HISTORY     - 1965     GOOD             NGS
 NC0176  HISTORY     - 20030818 MARK NOT FOUND   USPSQD
 NC0176  HISTORY     - 20050514 GOOD             GEOCAC
 NC0176
 NC0176                          STATION DESCRIPTION
 NC0176
 NC0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0176'IN LITTLE VALLEY.
 NC0176'AT LITTLE VALLEY, CATTARAUGUS COUNTY, ON COURT STREET, AT THE
 NC0176'SOUTHWEST CORNER OF THE COUNTY COURTHOUSE, IN THE FOUNDATION WALL, AND
 NC0176'ABOUT 2-1/2 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 NC0176'DISK, STAMPED 1593 D 1898 AND SET VERTICALLY.
 NC0176
 NC0176                          STATION RECOVERY (1965)
 NC0176
 NC0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NC0176'RECOVERED IN GOOD CONDITION.
 NC0176
 NC0176                          STATION RECOVERY (2003)
 NC0176
 NC0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0176'COURTHOUSE WAS DEMOLISHED IN 1966 AND REPLACED BY A NEW COURTHOUSE.
 NC0176
 NC0176                          STATION RECOVERY (2005)
 NC0176
 NC0176'RECOVERY NOTE BY GEOCACHING 2005 (DE)
 NC0176'MARK WAS RECOVERED IN GOOD CONDITION.  OLD COURTHOUSE WAS TORN DOWN,
 NC0176'BUT MARK REMAINS IN WALL OF NEW COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0227 ***********************************************************************
 PH0227  DESIGNATION -  1595
 PH0227  PID         -  PH0227
 PH0227  STATE/COUNTY-  NY/FRANKLIN
 PH0227  USGS QUAD   -  
 PH0227
 PH0227                         *CURRENT SURVEY CONTROL
 PH0227  ___________________________________________________________________
 PH0227* NAD 83(1986)-  44 28 42.     (N)    074 24 20.     (W)     SCALED    
 PH0227* NAVD 88     -       485.808  (meters)    1593.86   (feet)  ADJUSTED  
 PH0227  ___________________________________________________________________
 PH0227  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PH0227  DYNAMIC HT  -         485.728 (meters)    1593.59  (feet)  COMP
 PH0227  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 PH0227
 PH0227  VERT ORDER  -  FIRST     CLASS II
 PH0227
 PH0227.The horizontal coordinates were scaled from a topographic map and have
 PH0227.an estimated accuracy of +/- 6 seconds.
 PH0227
 PH0227.The orthometric height was determined by differential leveling
 PH0227.and adjusted by the National Geodetic Survey in June 1991..
 PH0227
 PH0227.The geoid height was determined by GEOID03.
 PH0227
 PH0227.The dynamic height is computed by dividing the NAVD 88
 PH0227.geopotential number by the normal gravity value computed on the
 PH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0227.degrees latitude (g = 980.6199 gals.).
 PH0227
 PH0227.The modeled gravity was interpolated from observed gravity values.
 PH0227
 PH0227;                    North         East    Units  Estimated Accuracy
 PH0227;SPC NY E     -   626,910.      157,510.      MT  (+/- 180 meters Scaled)
 PH0227
 PH0227                          SUPERSEDED SURVEY CONTROL
 PH0227
 PH0227  NGVD 29 (??/??/92)  485.856  (m)         1594.01   (f) ADJ UNCH    1 2
 PH0227
 PH0227.Superseded values are not recommended for survey control.
 PH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0227.See file dsdata.txt to determine how the superseded data were derived.
 PH0227
 PH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ472251(NAD 83)
 PH0227_MARKER: DD = SURVEY DISK
 PH0227_SETTING: 80 = SET IN A BOULDER
 PH0227_SP_SET: BOULDER
 PH0227_STAMPING: 1595
 PH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0227+STABILITY: SURFACE MOTION
 PH0227
 PH0227  HISTORY     - Date     Condition        Report By
 PH0227  HISTORY     - UNK      MONUMENTED       USGS
 PH0227  HISTORY     - 1942     GOOD             NGS
 PH0227  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0227
 PH0227                          STATION DESCRIPTION
 PH0227
 PH0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0227'12.85 MI S FROM SANTA CLARA.
 PH0227'TO REACH FROM THE ST. PETERS CATHOLIC CHURCH AT SANTA CLARA-- PROCEED
 PH0227'12.85 MILES SOUTHERLY ON A DIRT ROAD FORMERLY USED AS A RAILROAD TO
 PH0227'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.2 MILES NORTH OF BRANDON,
 PH0227'AND ABOUT 0.1 MILE SOUTH OF A DIM TRAIL LEADING WEST, AND 12.5 FEET
 PH0227'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS SET
 PH0227'HORIZONTALLY IN THE TOP OF A 2X3-FOOT WHITE ROCK BOULDER, 1.0 FOOT
 PH0227'ABOVE THE GROUND.  DISK HAS BEEN CHISELED OFF EXCEPT A SMALL PART IN
 PH0227'THE CENTER.  UNABLE TO READ LETTERS STAMPED ON DISK.
 PH0227
 PH0227                          STATION RECOVERY (1975)
 PH0227
 PH0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0047 ***********************************************************************
 NC0047  DESIGNATION -  1596
 NC0047  PID         -  NC0047
 NC0047  STATE/COUNTY-  NY/WYOMING
 NC0047  USGS QUAD   -  ARCADE (1979)
 NC0047
 NC0047                         *CURRENT SURVEY CONTROL
 NC0047  ___________________________________________________________________
 NC0047* NAD 83(1986)-  42 37 15.     (N)    078 24 29.     (W)     SCALED    
 NC0047* NAVD 88     -       486.262  (meters)    1595.34   (feet)  ADJUSTED  
 NC0047  ___________________________________________________________________
 NC0047  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NC0047  DYNAMIC HT  -         486.090 (meters)    1594.78  (feet)  COMP
 NC0047  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NC0047
 NC0047  VERT ORDER  -  SECOND    CLASS 0
 NC0047
 NC0047.The horizontal coordinates were scaled from a topographic map and have
 NC0047.an estimated accuracy of +/- 6 seconds.
 NC0047
 NC0047.The orthometric height was determined by differential leveling
 NC0047.and adjusted by the National Geodetic Survey in June 1991..
 NC0047
 NC0047.The geoid height was determined by GEOID03.
 NC0047
 NC0047.The dynamic height is computed by dividing the NAVD 88
 NC0047.geopotential number by the normal gravity value computed on the
 NC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0047.degrees latitude (g = 980.6199 gals.).
 NC0047
 NC0047.The modeled gravity was interpolated from observed gravity values.
 NC0047
 NC0047;                    North         East    Units  Estimated Accuracy
 NC0047;SPC NY W     -   291,070.      364,380.      MT  (+/- 180 meters Scaled)
 NC0047
 NC0047                          SUPERSEDED SURVEY CONTROL
 NC0047
 NC0047  NGVD 29 (??/??/92)  486.384  (m)         1595.74   (f) ADJ UNCH    2 0
 NC0047
 NC0047.Superseded values are not recommended for survey control.
 NC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0047.See file dsdata.txt to determine how the superseded data were derived.
 NC0047
 NC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH125219(NAD 83)
 NC0047_MARKER: DD = SURVEY DISK
 NC0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0047_SP_SET: CONCRETE SLAB
 NC0047_STAMPING: 1596
 NC0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0047
 NC0047  HISTORY     - Date     Condition        Report By
 NC0047  HISTORY     - UNK      MONUMENTED       USGS
 NC0047  HISTORY     - 1935     GOOD             NGS
 NC0047  HISTORY     - 1944     GOOD             LOCENG
 NC0047
 NC0047                          STATION DESCRIPTION
 NC0047
 NC0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0047'IN CURRIERS.
 NC0047'AT CURRIERS ON A. AND A.R.R. AT STATION IN STEPS LEADING TO HOUSE OF
 NC0047'C. DOWNING IN TOP OF CONCRETE SLAB 15 FEET EAST OF CENTER LINE OF
 NC0047'TRACK 1 FOOT ABOVE TOP OF RAIL.  NOTE-- RAIL AND TRACKS REMOVED.
 NC0047
 NC0047                          STATION RECOVERY (1944)
 NC0047
 NC0047'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 NC0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1138 ***********************************************************************
 PG1138  DESIGNATION -  1598 USGS
 PG1138  PID         -  PG1138
 PG1138  STATE/COUNTY-  NY/CLINTON
 PG1138  USGS QUAD   -  MOFFITSVILLE (1968)
 PG1138
 PG1138                         *CURRENT SURVEY CONTROL
 PG1138  ___________________________________________________________________
 PG1138* NAD 83(1986)-  44 41 19.     (N)    073 49 33.     (W)     SCALED    
 PG1138* NAVD 88     -       487.095  (meters)    1598.08   (feet)  ADJUSTED  
 PG1138  ___________________________________________________________________
 PG1138  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 PG1138  DYNAMIC HT  -         487.043 (meters)    1597.91  (feet)  COMP
 PG1138  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 PG1138
 PG1138  VERT ORDER  -  SECOND    CLASS 0
 PG1138
 PG1138.The horizontal coordinates were scaled from a topographic map and have
 PG1138.an estimated accuracy of +/- 6 seconds.
 PG1138
 PG1138.The orthometric height was determined by differential leveling
 PG1138.and adjusted by the National Geodetic Survey in June 1991..
 PG1138
 PG1138.The geoid height was determined by GEOID03.
 PG1138
 PG1138.The dynamic height is computed by dividing the NAVD 88
 PG1138.geopotential number by the normal gravity value computed on the
 PG1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1138.degrees latitude (g = 980.6199 gals.).
 PG1138
 PG1138.The modeled gravity was interpolated from observed gravity values.
 PG1138
 PG1138;                    North         East    Units  Estimated Accuracy
 PG1138;SPC NY E     -   650,500.      203,440.      MT  (+/- 180 meters Scaled)
 PG1138
 PG1138                          SUPERSEDED SURVEY CONTROL
 PG1138
 PG1138  NGVD 29 (??/??/??)  487.147  (m)         1598.25   (f) ADJUSTED    2 0
 PG1138
 PG1138.Superseded values are not recommended for survey control.
 PG1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1138.See file dsdata.txt to determine how the superseded data were derived.
 PG1138
 PG1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ930490(NAD 83)
 PG1138_MARKER: DD = SURVEY DISK
 PG1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1138_SP_SET: CULVERT
 PG1138_STAMPING: 1598
 PG1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1138
 PG1138  HISTORY     - Date     Condition        Report By
 PG1138  HISTORY     - UNK      MONUMENTED       USGS
 PG1138  HISTORY     - 1935     GOOD             CGS
 PG1138
 PG1138                          STATION DESCRIPTION
 PG1138
 PG1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1138'7.7 MI SW FROM DANNEMORA.
 PG1138'IS LOCATED 7.7 MILES SOUTHWEST OF THE STATION AT DANNEMORA.  0.4 OF
 PG1138'MILE EAST OF M.P. P-28.  14 FEET SOUTH OF THE TRACK.  STANDARD TABLET
 PG1138'SET IN TOP OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1120 ***********************************************************************
 PG1120  DESIGNATION -  1598 USGS
 PG1120  PID         -  PG1120
 PG1120  STATE/COUNTY-  NY/CLINTON
 PG1120  USGS QUAD   -  LYON MOUNTAIN (1968)
 PG1120
 PG1120                         *CURRENT SURVEY CONTROL
 PG1120  ___________________________________________________________________
 PG1120* NAD 83(1986)-  44 42 25.     (N)    073 57 30.     (W)     SCALED    
 PG1120* NAVD 88     -       487.122  (meters)    1598.17   (feet)  ADJUSTED  
 PG1120  ___________________________________________________________________
 PG1120  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 PG1120  DYNAMIC HT  -         487.066 (meters)    1597.98  (feet)  COMP
 PG1120  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 PG1120
 PG1120  VERT ORDER  -  SECOND    CLASS 0
 PG1120
 PG1120.The horizontal coordinates were scaled from a topographic map and have
 PG1120.an estimated accuracy of +/- 6 seconds.
 PG1120
 PG1120.The orthometric height was determined by differential leveling
 PG1120.and adjusted by the National Geodetic Survey in June 1991..
 PG1120
 PG1120.The geoid height was determined by GEOID03.
 PG1120
 PG1120.The dynamic height is computed by dividing the NAVD 88
 PG1120.geopotential number by the normal gravity value computed on the
 PG1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1120.degrees latitude (g = 980.6199 gals.).
 PG1120
 PG1120.The modeled gravity was interpolated from observed gravity values.
 PG1120
 PG1120;                    North         East    Units  Estimated Accuracy
 PG1120;SPC NY E     -   652,450.      192,920.      MT  (+/- 180 meters Scaled)
 PG1120
 PG1120                          SUPERSEDED SURVEY CONTROL
 PG1120
 PG1120  NGVD 29 (??/??/??)  487.173  (m)         1598.33   (f) ADJUSTED    2 0
 PG1120
 PG1120.Superseded values are not recommended for survey control.
 PG1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1120.See file dsdata.txt to determine how the superseded data were derived.
 PG1120
 PG1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ825509(NAD 83)
 PG1120_MARKER: DD = SURVEY DISK
 PG1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1120_SP_SET: CULVERT
 PG1120_STAMPING: N.Y. 1598 FT.
 PG1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1120
 PG1120  HISTORY     - Date     Condition        Report By
 PG1120  HISTORY     - UNK      MONUMENTED       USGS
 PG1120  HISTORY     - 1935     GOOD             CGS
 PG1120
 PG1120                          STATION DESCRIPTION
 PG1120
 PG1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1120'0.7 MI NE FROM STANDISH.
 PG1120'IS LOCATED 0.7 OF MILE NORTHEAST OF STATION AT STANDISH.  10 1/2
 PG1120'TELEGRAPH POLES SOUTH OF M.P. P-39.  3.7 FEET NORTHWEST OF NORTHWEST
 PG1120'RAIL.  ON NORTHWEST END OF SOUTHWEST CONCRETE ABUTMENT OF RAILROAD
 PG1120'CULVERT SET FLUSH WITH TOP.  NOTE-- 1 INCH (IN DEPTH) OF CONCRETE
 PG1120'AROUND TABLET BROKEN AWAY MAY LAST A FEW YEARS CONDITION POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5029 ***********************************************************************
 KU5029  DESIGNATION -  15E 03N
 KU5029  PID         -  KU5029
 KU5029  STATE/COUNTY-  NY/NASSAU
 KU5029  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5029
 KU5029                         *CURRENT SURVEY CONTROL
 KU5029  ___________________________________________________________________
 KU5029* NAD 83(1996)-  40 35 50.37395(N)    073 29 52.60366(W)     ADJUSTED  
 KU5029* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 KU5029  ___________________________________________________________________
 KU5029  X           -   1,377,581.000 (meters)                     COMP
 KU5029  Y           -  -4,650,023.203 (meters)                     COMP
 KU5029  Z           -   4,128,554.104 (meters)                     COMP
 KU5029  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KU5029  ELLIP HEIGHT-         -27.63  (meters)          (12/03/02) GPS OBS
 KU5029  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU5029
 KU5029  HORZ ORDER  -  FIRST
 KU5029  ELLP ORDER  -  FOURTH    CLASS II
 KU5029
 KU5029.The horizontal coordinates were established by GPS observations
 KU5029.and adjusted by the National Geodetic Survey in January 1999..
 KU5029
 KU5029.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5029
 KU5029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5029
 KU5029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5029
 KU5029.The ellipsoidal height was determined by GPS observations
 KU5029.and is referenced to NAD 83.
 KU5029
 KU5029.The geoid height was determined by GEOID03.
 KU5029
 KU5029;                    North         East     Units Scale Factor Converg.
 KU5029;SPC NY L     -    47,944.513   342,496.438   MT  1.00000458   +0 19 42.2
 KU5029;SPC NY L     -   157,297.96  1,123,673.73   sFT  1.00000458   +0 19 42.2
 KU5029;UTM  18      - 4,495,142.219   627,093.016   MT  0.99979882   +0 58 39.3
 KU5029
 KU5029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5029!SPC NY L     -   1.00000433  x   1.00000458  =   1.00000891
 KU5029!UTM  18      -   1.00000433  x   0.99979882  =   0.99980315
 KU5029
 KU5029:                Primary Azimuth Mark                     Grid Az
 KU5029:SPC NY L     -  15E 03N AZ                               080 26 18.5
 KU5029:UTM  18      -  15E 03N AZ                               079 47 21.4
 KU5029
 KU5029|---------------------------------------------------------------------|
 KU5029| PID    Reference Object                     Distance      Geod. Az  |
 KU5029|                                                           dddmmss.s |
 KU5029| KU5049 15E 03N AZ                          APPROX. 1.0 KM 0804600.7 |
 KU5029|---------------------------------------------------------------------|
 KU5029
 KU5029                          SUPERSEDED SURVEY CONTROL
 KU5029
 KU5029  ELLIP H (01/11/99)  -27.63   (m)                       GP(       ) 4 1
 KU5029  NAD 83(1986)-  40 35 50.37715(N)    073 29 52.60210(W) AD(       ) 1
 KU5029  NGVD 29 (03/24/92)    4.3    (m)           14.     (f) GPS OBS        
 KU5029
 KU5029.Superseded values are not recommended for survey control.
 KU5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5029.See file dsdata.txt to determine how the superseded data were derived.
 KU5029
 KU5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2709395142(NAD 83)
 KU5029_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5029_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5029_STAMPING: 15E03N
 KU5029_MARK LOGO: NYDPW 
 KU5029_PROJECTION: RECESSED 8 CENTIMETERS
 KU5029_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5029+STABILITY: POSITION/ELEVATION WELL
 KU5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5029+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5029_ROD/PIPE-DEPTH: 20.6 meters
 KU5029_SLEEVE-DEPTH  : 1.52 meters
 KU5029
 KU5029  HISTORY     - Date     Condition        Report By
 KU5029  HISTORY     - 1989     MONUMENTED       SBAS
 KU5029  HISTORY     - 19910503 GOOD
 KU5029
 KU5029                          STATION DESCRIPTION
 KU5029
 KU5029'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5029'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, ON THE MEDIAN
 KU5029'OF OCEAN PARKWAY AND 2500 FEET (762.0 M) EAST OF THE WANTAGH STATE
 KU5029'PARKWAY,IN THE GRASS.
 KU5029'THE LOCATION TIES ARE 79.4 FEET (24.2 M) FROM THE WOOD LIGHT POLE
 KU5029'NUMBER 170, 77.0 FEET (23.5 M) FROM THE WOOD LIGHT POLE NUMBER 177
 KU5029'AND 16.2 FEET (4.9 M) FROM THE FACE OF THE CURB ON THE SOUTH SIDE OF
 KU5029'THE WEST BOUND LANES OF OCEAN PARKWAY.
 KU5029
 KU5029                          STATION RECOVERY (1991)
 KU5029
 KU5029'RECOVERED 1991
 KU5029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5049 ***********************************************************************
 KU5049  DESIGNATION -  15E 03N AZ
 KU5049  PID         -  KU5049
 KU5049  STATE/COUNTY-  NY/NASSAU
 KU5049  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5049
 KU5049                         *CURRENT SURVEY CONTROL
 KU5049  ___________________________________________________________________
 KU5049* NAD 83(1996)-  40 35 55.33620(N)    073 29 12.54018(W)     ADJUSTED  
 KU5049* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 KU5049  ___________________________________________________________________
 KU5049  X           -   1,378,455.911 (meters)                     COMP
 KU5049  Y           -  -4,649,660.248 (meters)                     COMP
 KU5049  Z           -   4,128,670.508 (meters)                     COMP
 KU5049  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KU5049  ELLIP HEIGHT-         -27.35  (meters)          (12/03/02) GPS OBS
 KU5049  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU5049
 KU5049  HORZ ORDER  -  FIRST
 KU5049  ELLP ORDER  -  FOURTH    CLASS II
 KU5049
 KU5049.The horizontal coordinates were established by GPS observations
 KU5049.and adjusted by the National Geodetic Survey in January 1999..
 KU5049
 KU5049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5049
 KU5049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5049
 KU5049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5049
 KU5049.The ellipsoidal height was determined by GPS observations
 KU5049.and is referenced to NAD 83.
 KU5049
 KU5049.The geoid height was determined by GEOID03.
 KU5049
 KU5049;                    North         East     Units Scale Factor Converg.
 KU5049;SPC NY L     -    48,103.036   343,437.523   MT  1.00000448   +0 20 08.4
 KU5049;SPC NY L     -   157,818.04  1,126,761.27   sFT  1.00000448   +0 20 08.4
 KU5049;UTM  18      - 4,495,311.360   628,032.054   MT  0.99980177   +0 59 05.5
 KU5049
 KU5049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5049!SPC NY L     -   1.00000429  x   1.00000448  =   1.00000877
 KU5049!UTM  18      -   1.00000429  x   0.99980177  =   0.99980606
 KU5049
 KU5049:                Primary Azimuth Mark                     Grid Az
 KU5049:SPC NY L     -  15E 03N                                  260 26 18.4
 KU5049:UTM  18      -  15E 03N                                  259 47 21.3
 KU5049
 KU5049|---------------------------------------------------------------------|
 KU5049| PID    Reference Object                     Distance      Geod. Az  |
 KU5049|                                                           dddmmss.s |
 KU5049| KU5029 15E 03N                             APPROX. 1.0 KM 2604626.8 |
 KU5049|---------------------------------------------------------------------|
 KU5049
 KU5049                          SUPERSEDED SURVEY CONTROL
 KU5049
 KU5049  ELLIP H (01/11/99)  -27.35   (m)                       GP(       ) 4 1
 KU5049  NAD 83(1986)-  40 35 55.33943(N)    073 29 12.53846(W) AD(       ) 1
 KU5049  NGVD 29 (03/24/92)    4.6    (m)           15.     (f) GPS OBS        
 KU5049
 KU5049.Superseded values are not recommended for survey control.
 KU5049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5049.See file dsdata.txt to determine how the superseded data were derived.
 KU5049
 KU5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2803295311(NAD 83)
 KU5049_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5049_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5049_STAMPING: 15E03NAZ
 KU5049_MARK LOGO: NYDPW 
 KU5049_PROJECTION: RECESSED 8 CENTIMETERS
 KU5049_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5049+STABILITY: POSITION/ELEVATION WELL
 KU5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5049+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 KU5049_ROD/PIPE-DEPTH: 20.6 meters
 KU5049_SLEEVE-DEPTH  : 1.52 meters
 KU5049
 KU5049  HISTORY     - Date     Condition        Report By
 KU5049  HISTORY     - 1989     MONUMENTED       SBAS
 KU5049  HISTORY     - 19900517 GOOD
 KU5049
 KU5049                          STATION DESCRIPTION
 KU5049
 KU5049'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5049'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, ON THE MEDIAN
 KU5049'OF OCEAN PARKWAY AND 1.1 MILES (1.8 KM) EAST OF THE WANTAGH STATE
 KU5049'PARKWAY.
 KU5049'THE LOCATION TIES ARE 87.0 FEET (26.5 M) FROM THE LIGHT POLE NUMBER
 KU5049'194, 20.1 FEET (6.1 M) FROM THE FACE OF THE CURB ON THE SOUTH SIDE OF
 KU5049'THE WESTBOUND LANES AND 3.8 FEET (1.2 M) FROM THE FACE OF THE CURB ON
 KU5049'THE NORTH SIDE OF THE EASTBOUND LANES.
 KU5049'THIS POINT IS A COMMON AZIMUTH POINT FOR 15E03N (SSN1503) AND 1603N
 KU5049'(SSN1603).
 KU5049
 KU5049                          STATION RECOVERY (1990)
 KU5049
 KU5049'RECOVERED 1990
 KU5049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5030 ***********************************************************************
 KU5030  DESIGNATION -  15E 04N
 KU5030  PID         -  KU5030
 KU5030  STATE/COUNTY-  NY/NASSAU
 KU5030  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5030
 KU5030                         *CURRENT SURVEY CONTROL
 KU5030  ___________________________________________________________________
 KU5030* NAD 83(1996)-  40 36 42.51475(N)    073 29 56.91530(W)     ADJUSTED  
 KU5030* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU5030  ___________________________________________________________________
 KU5030  X           -   1,377,186.167 (meters)                     COMP
 KU5030  Y           -  -4,649,047.269 (meters)                     COMP
 KU5030  Z           -   4,129,774.222 (meters)                     COMP
 KU5030  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KU5030  ELLIP HEIGHT-         -29.11  (meters)          (12/03/02) GPS OBS
 KU5030  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU5030
 KU5030  HORZ ORDER  -  FIRST
 KU5030  ELLP ORDER  -  FOURTH    CLASS II
 KU5030
 KU5030.The horizontal coordinates were established by GPS observations
 KU5030.and adjusted by the National Geodetic Survey in January 1999..
 KU5030
 KU5030.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5030
 KU5030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5030
 KU5030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5030
 KU5030.The ellipsoidal height was determined by GPS observations
 KU5030.and is referenced to NAD 83.
 KU5030
 KU5030.The geoid height was determined by GEOID03.
 KU5030
 KU5030;                    North         East     Units Scale Factor Converg.
 KU5030;SPC NY L     -    49,552.258   342,385.865   MT  1.00000350   +0 19 39.4
 KU5030;SPC NY L     -   162,572.70  1,123,310.96   sFT  1.00000350   +0 19 39.4
 KU5030;UTM  18      - 4,496,748.277   626,964.257   MT  0.99979842   +0 58 37.5
 KU5030
 KU5030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5030!SPC NY L     -   1.00000457  x   1.00000350  =   1.00000807
 KU5030!UTM  18      -   1.00000457  x   0.99979842  =   0.99980299
 KU5030
 KU5030|---------------------------------------------------------------------|
 KU5030| PID    Reference Object                     Distance      Geod. Az  |
 KU5030|                                                           dddmmss.s |
 KU5030| KU5050 15E 04N AZ                          336.556 METERS 19457     |
 KU5030|---------------------------------------------------------------------|
 KU5030
 KU5030                          SUPERSEDED SURVEY CONTROL
 KU5030
 KU5030  ELLIP H (01/11/99)  -29.12   (m)                       GP(       ) 4 1
 KU5030  NAD 83(1986)-  40 36 42.51797(N)    073 29 56.91363(W) AD(       ) 1
 KU5030  NGVD 29 (03/24/92)    2.8    (m)            9.     (f) GPS OBS        
 KU5030
 KU5030.Superseded values are not recommended for survey control.
 KU5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5030.See file dsdata.txt to determine how the superseded data were derived.
 KU5030
 KU5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2696496748(NAD 83)
 KU5030_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5030_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5030_STAMPING: 15E04N
 KU5030_MARK LOGO: NYDPW 
 KU5030_PROJECTION: RECESSED 8 CENTIMETERS
 KU5030_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5030+STABILITY: POSITION/ELEVATION WELL
 KU5030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5030+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5030_ROD/PIPE-DEPTH: 20.6 meters
 KU5030_SLEEVE-DEPTH  : 1.52 meters
 KU5030
 KU5030  HISTORY     - Date     Condition        Report By
 KU5030  HISTORY     - 1990     MONUMENTED       SBAS
 KU5030  HISTORY     - 19910503 GOOD
 KU5030
 KU5030                          STATION DESCRIPTION
 KU5030
 KU5030'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5030'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, 26 FEET
 KU5030'(7.9 M) SOUTH EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 KU5030'WANTAGH STATE PARKWAY AND 3.9 MILES (6.3 KM) SOUTH OF MERRICK ROAD,IN
 KU5030'THE GRASS BETWEEN THE EDGE OF THE ROAD AND THE 4 FOOT (1.2 M) CHAIN
 KU5030'LINK FENCE.
 KU5030'THE LOCATION TIES ARE 169.8 FEET (51.8 M) FROM THE CATCH BASIN ON THE
 KU5030'EAST SIDE OF THE CENTER ISLAND OF WANTAGH STATE PARKWAY, 67.0 FEET
 KU5030'(20.4 M) FROM THE P K NAIL IN THE TREE ON THE EAST SIDE OF THE
 KU5030'PARKWAY AND 120.8 FEET (36.8 M) FROM THE LIGHT POLE NUMBER 135.
 KU5030
 KU5030                          STATION RECOVERY (1991)
 KU5030
 KU5030'RECOVERED 1991
 KU5030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5050 ***********************************************************************
 KU5050  DESIGNATION -  15E 04N AZ
 KU5050  PID         -  KU5050
 KU5050  STATE/COUNTY-  NY/NASSAU
 KU5050  USGS QUAD   -  JONES INLET (1975)
 KU5050
 KU5050                         *CURRENT SURVEY CONTROL
 KU5050  ___________________________________________________________________
 KU5050* NAD 83(1996)-  40 36 31.97367(N)    073 30 00.61042(W)     ADJUSTED  
 KU5050* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU5050  ___________________________________________________________________
 KU5050  X           -   1,377,162.899 (meters)                     COMP
 KU5050  Y           -  -4,649,274.556 (meters)                     COMP
 KU5050  Z           -   4,129,527.102 (meters)                     COMP
 KU5050  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KU5050  ELLIP HEIGHT-         -29.54  (meters)          (12/03/02) GPS OBS
 KU5050  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU5050
 KU5050  HORZ ORDER  -  FIRST
 KU5050  ELLP ORDER  -  FOURTH    CLASS II
 KU5050
 KU5050.The horizontal coordinates were established by GPS observations
 KU5050.and adjusted by the National Geodetic Survey in January 1999..
 KU5050
 KU5050.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5050
 KU5050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5050
 KU5050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5050
 KU5050.The ellipsoidal height was determined by GPS observations
 KU5050.and is referenced to NAD 83.
 KU5050
 KU5050.The geoid height was determined by GEOID03.
 KU5050
 KU5050;                    North         East     Units Scale Factor Converg.
 KU5050;SPC NY L     -    49,226.613   342,300.859   MT  1.00000372   +0 19 36.9
 KU5050;SPC NY L     -   161,504.31  1,123,032.07   sFT  1.00000372   +0 19 36.9
 KU5050;UTM  18      - 4,496,421.757   626,882.964   MT  0.99979816   +0 58 34.9
 KU5050
 KU5050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5050!SPC NY L     -   1.00000463  x   1.00000372  =   1.00000835
 KU5050!UTM  18      -   1.00000463  x   0.99979816  =   0.99980279
 KU5050
 KU5050|---------------------------------------------------------------------|
 KU5050| PID    Reference Object                     Distance      Geod. Az  |
 KU5050|                                                           dddmmss.s |
 KU5050| KU5030 15E 04N                             336.556 METERS 01457     |
 KU5050|---------------------------------------------------------------------|
 KU5050
 KU5050                          SUPERSEDED SURVEY CONTROL
 KU5050
 KU5050  ELLIP H (01/11/99)  -29.54   (m)                       GP(       ) 4 1
 KU5050  NAD 83(1986)-  40 36 31.97687(N)    073 30 00.60876(W) AD(       ) 1
 KU5050  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5050
 KU5050.Superseded values are not recommended for survey control.
 KU5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5050.See file dsdata.txt to determine how the superseded data were derived.
 KU5050
 KU5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2688396422(NAD 83)
 KU5050_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5050_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5050_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5050_STAMPING: 15E04NAZ
 KU5050_MARK LOGO: NYDPW 
 KU5050_PROJECTION: RECESSED 8 CENTIMETERS
 KU5050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5050+STABILITY: POSITION/ELEVATION WELL
 KU5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5050+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5050_ROD/PIPE-DEPTH: 20.6 meters
 KU5050_SLEEVE-DEPTH  : 1.52 meters
 KU5050
 KU5050  HISTORY     - Date     Condition        Report By
 KU5050  HISTORY     - 1990     MONUMENTED       SBAS
 KU5050  HISTORY     - 19910503 GOOD
 KU5050
 KU5050                          STATION DESCRIPTION
 KU5050
 KU5050'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5050'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, 32 FEET
 KU5050'(9.8 M) SOUTH EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 KU5050'WANTAGH STATE PARKWAY AND 4.15 MILES (6.68 KM) SOUTH OF MERRICK
 KU5050'ROAD,IN THE GRASS BETWEEN THE EDGE OF THE ROAD AND THE ASPHALT WALK.
 KU5050'THE LOCATION TIES ARE 53.7 FEET (16.4 M) FROM THE CATCH BASIN IN THE
 KU5050'CENTER ISLAND, 151.0 FEET (46.0 M) FROM THE NORTH EAST CORNER OF THE
 KU5050'CONCRETE BASE OF THE ANCHOR FOR THE GUIDE RAIL AND OPPOSITE THE 22ND
 KU5050'POST FROM THE END OF THE GUIDE RAIL.
 KU5050
 KU5050                          STATION RECOVERY (1991)
 KU5050
 KU5050'RECOVERED 1991
 KU5050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5031 ***********************************************************************
 KU5031  DESIGNATION -  15E 05N
 KU5031  PID         -  KU5031
 KU5031  STATE/COUNTY-  NY/NASSAU
 KU5031  USGS QUAD   -  FREEPORT (1979)
 KU5031
 KU5031                         *CURRENT SURVEY CONTROL
 KU5031  ___________________________________________________________________
 KU5031* NAD 83(1996)-  40 37 50.33642(N)    073 30 11.54728(W)     ADJUSTED  
 KU5031* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU5031  ___________________________________________________________________
 KU5031  X           -   1,376,469.539 (meters)                     COMP
 KU5031  Y           -  -4,647,838.762 (meters)                     COMP
 KU5031  Z           -   4,131,361.939 (meters)                     COMP
 KU5031  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KU5031  ELLIP HEIGHT-         -29.42  (meters)          (12/03/02) GPS OBS
 KU5031  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU5031
 KU5031  HORZ ORDER  -  FIRST
 KU5031  ELLP ORDER  -  FOURTH    CLASS II
 KU5031
 KU5031.The horizontal coordinates were established by GPS observations
 KU5031.and adjusted by the National Geodetic Survey in January 1999..
 KU5031
 KU5031.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5031
 KU5031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5031
 KU5031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5031
 KU5031.The ellipsoidal height was determined by GPS observations
 KU5031.and is referenced to NAD 83.
 KU5031
 KU5031.The geoid height was determined by GEOID03.
 KU5031
 KU5031;                    North         East     Units Scale Factor Converg.
 KU5031;SPC NY L     -    51,642.317   342,030.044   MT  1.00000220   +0 19 29.8
 KU5031;SPC NY L     -   169,429.84  1,122,143.57   sFT  1.00000220   +0 19 29.8
 KU5031;UTM  18      - 4,498,833.740   626,584.838   MT  0.99979723   +0 58 29.3
 KU5031
 KU5031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5031!SPC NY L     -   1.00000462  x   1.00000220  =   1.00000682
 KU5031!UTM  18      -   1.00000462  x   0.99979723  =   0.99980184
 KU5031
 KU5031:                Primary Azimuth Mark                     Grid Az
 KU5031:SPC NY L     -  15E 05N AZ                               173 03 06.7
 KU5031:UTM  18      -  15E 05N AZ                               172 24 07.2
 KU5031
 KU5031|---------------------------------------------------------------------|
 KU5031| PID    Reference Object                     Distance      Geod. Az  |
 KU5031|                                                           dddmmss.s |
 KU5031| KU5051 15E 05N AZ                          APPROX. 0.7 KM 1732236.5 |
 KU5031|---------------------------------------------------------------------|
 KU5031
 KU5031                          SUPERSEDED SURVEY CONTROL
 KU5031
 KU5031  ELLIP H (01/11/99)  -29.42   (m)                       GP(       ) 4 1
 KU5031  NAD 83(1996)-  40 37 50.33962(N)    073 30 11.54565(W) AD(       ) 1
 KU5031  NAD 83(1992)-  40 37 50.33962(N)    073 30 11.54565(W) AD(       ) 1
 KU5031  NAD 83(1986)-  40 37 50.33962(N)    073 30 11.54573(W) AD(       ) 1
 KU5031  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5031
 KU5031.Superseded values are not recommended for survey control.
 KU5031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5031.See file dsdata.txt to determine how the superseded data were derived.
 KU5031
 KU5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2658598834(NAD 83)
 KU5031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5031_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5031_STAMPING: 15E05N
 KU5031_MARK LOGO: NYDPW 
 KU5031_PROJECTION: RECESSED 8 CENTIMETERS
 KU5031_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5031+STABILITY: POSITION/ELEVATION WELL
 KU5031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5031+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5031_ROD/PIPE-DEPTH: 20.6 meters
 KU5031_SLEEVE-DEPTH  : 1.52 meters
 KU5031
 KU5031  HISTORY     - Date     Condition        Report By
 KU5031  HISTORY     - 1990     MONUMENTED       SBAS
 KU5031  HISTORY     - 19910503 GOOD
 KU5031
 KU5031                          STATION DESCRIPTION
 KU5031
 KU5031'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5031'THE POINT IS LOCATED IN GREAT ISLAND, TOWN OF HEMPSTEAD, 25 FEET
 KU5031'(7.6 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE WANTAGH
 KU5031'STATE PARKWAY AND 2.55 MILES (4.10 KM) SOUTH OF MERRICK ROAD,IN THE
 KU5031'GRASS ADJACENT TO THE EDGE OF THE ROAD.
 KU5031'THE LOCATION TIES ARE 7.3 FEET (2.2 M) FROM THE WEST EDGE OF THE
 KU5031'PAVEMENT ON THE SOUTHBOUND LANES OF THE WANTAGH STATE PARKWAY, 20.1
 KU5031'FEET (6.1 M) FROM THE STEEL POST WEST OF THE SOUTHBOUND LANES OF THE
 KU5031'WANTAGH STATE PARKWAY AND 47.1 FEET (14.4 M) FROM THE WOOD GUIDE RAIL
 KU5031'IN THE MEDIAN OF THE WANTAGH STATE PARKWAY.
 KU5031
 KU5031                          STATION RECOVERY (1991)
 KU5031
 KU5031'RECOVERED 1991
 KU5031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5051 ***********************************************************************
 KU5051  DESIGNATION -  15E 05N AZ
 KU5051  PID         -  KU5051
 KU5051  STATE/COUNTY-  NY/NASSAU
 KU5051  USGS QUAD   -  JONES INLET (1975)
 KU5051
 KU5051                         *CURRENT SURVEY CONTROL
 KU5051  ___________________________________________________________________
 KU5051* NAD 83(1996)-  40 37 28.77211(N)    073 30 08.26103(W)     ADJUSTED  
 KU5051* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU5051  ___________________________________________________________________
 KU5051  X           -   1,376,667.062 (meters)                     COMP
 KU5051  Y           -  -4,648,233.732 (meters)                     COMP
 KU5051  Z           -   4,130,858.537 (meters)                     COMP
 KU5051  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 KU5051  ELLIP HEIGHT-         -27.21  (meters)          (12/03/02) GPS OBS
 KU5051  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU5051
 KU5051  HORZ ORDER  -  FIRST
 KU5051  ELLP ORDER  -  FOURTH    CLASS II
 KU5051
 KU5051.The horizontal coordinates were established by GPS observations
 KU5051.and adjusted by the National Geodetic Survey in January 1999..
 KU5051
 KU5051.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5051
 KU5051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5051
 KU5051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5051
 KU5051.The ellipsoidal height was determined by GPS observations
 KU5051.and is referenced to NAD 83.
 KU5051
 KU5051.The geoid height was determined by GEOID03.
 KU5051
 KU5051;                    North         East     Units Scale Factor Converg.
 KU5051;SPC NY L     -    50,977.585   342,111.052   MT  1.00000260   +0 19 31.9
 KU5051;SPC NY L     -   167,248.96  1,122,409.34   sFT  1.00000260   +0 19 31.9
 KU5051;UTM  18      - 4,498,170.106   626,673.361   MT  0.99979751   +0 58 31.0
 KU5051
 KU5051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5051!SPC NY L     -   1.00000427  x   1.00000260  =   1.00000687
 KU5051!UTM  18      -   1.00000427  x   0.99979751  =   0.99980178
 KU5051
 KU5051:                Primary Azimuth Mark                     Grid Az
 KU5051:SPC NY L     -  15E 05N                                  353 03 06.8
 KU5051:UTM  18      -  15E 05N                                  352 24 07.7
 KU5051
 KU5051|---------------------------------------------------------------------|
 KU5051| PID    Reference Object                     Distance      Geod. Az  |
 KU5051|                                                           dddmmss.s |
 KU5051| KU5031 15E 05N                             APPROX. 0.7 KM 3532238.7 |
 KU5051|---------------------------------------------------------------------|
 KU5051
 KU5051                          SUPERSEDED SURVEY CONTROL
 KU5051
 KU5051  ELLIP H (01/11/99)  -27.21   (m)                       GP(       ) 4 1
 KU5051  NAD 83(1986)-  40 37 28.77531(N)    073 30 08.25949(W) AD(       ) 1
 KU5051  NGVD 29 (03/24/92)    4.7    (m)           15.     (f) GPS OBS        
 KU5051
 KU5051.Superseded values are not recommended for survey control.
 KU5051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5051.See file dsdata.txt to determine how the superseded data were derived.
 KU5051
 KU5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2667398170(NAD 83)
 KU5051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5051_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5051_STAMPING: 15E05NAZ
 KU5051_MARK LOGO: NYDPW 
 KU5051_PROJECTION: RECESSED 8 CENTIMETERS
 KU5051_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5051+STABILITY: POSITION/ELEVATION WELL
 KU5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5051+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5051_ROD/PIPE-DEPTH: 20.6 meters
 KU5051_SLEEVE-DEPTH  : 1.52 meters
 KU5051
 KU5051  HISTORY     - Date     Condition        Report By
 KU5051  HISTORY     - 1990     MONUMENTED       SBAS
 KU5051  HISTORY     - 19910503 GOOD
 KU5051
 KU5051                          STATION DESCRIPTION
 KU5051
 KU5051'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5051'THE POINT IS LOCATED IN GREAT ISLAND, TOWN OF HEMPSTEAD, 34 FEET
 KU5051'(10.4 M) WEST OF THE SOUTHBOUND LANES OF THE WANTAGH STATE PARKWAY
 KU5051'AND 2.95 MILES (4.75 KM) SOUTH OF MERRICK ROAD,IN THE GRASS ADJACENT
 KU5051'TO THE EDGE OF THE ROAD.
 KU5051'THE LOCATION TIES ARE 1.5 FEET (0.5 M) FROM THE STEEL GUIDE RAIL, 43.3
 KU5051'FEET (13.2 M) FROM THE NEW YORK TELEPHONE MANHOLE AND 45.8 FEET
 KU5051'(14.0 M) FROM THE SOUTH EAST CORNER OF THE ONE STOREY BLOCK BUILDING.
 KU5051
 KU5051                          STATION RECOVERY (1991)
 KU5051
 KU5051'RECOVERED 1991
 KU5051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5032 ***********************************************************************
 KU5032  DESIGNATION -  15E 07N
 KU5032  PID         -  KU5032
 KU5032  STATE/COUNTY-  NY/NASSAU
 KU5032  USGS QUAD   -  AMITYVILLE (1979)
 KU5032
 KU5032                         *CURRENT SURVEY CONTROL
 KU5032  ___________________________________________________________________
 KU5032* NAD 83(1996)-  40 39 16.31736(N)    073 29 57.28999(W)     ADJUSTED  
 KU5032* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU5032  ___________________________________________________________________
 KU5032  X           -   1,376,300.109 (meters)                     COMP
 KU5032  Y           -  -4,646,087.141 (meters)                     COMP
 KU5032  Z           -   4,133,374.263 (meters)                     COMP
 KU5032  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KU5032  ELLIP HEIGHT-         -29.61  (meters)          (12/03/02) GPS OBS
 KU5032  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU5032
 KU5032  HORZ ORDER  -  FIRST
 KU5032  ELLP ORDER  -  FOURTH    CLASS II
 KU5032
 KU5032.The horizontal coordinates were established by GPS observations
 KU5032.and adjusted by the National Geodetic Survey in January 1999..
 KU5032
 KU5032.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5032
 KU5032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5032
 KU5032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5032
 KU5032.The ellipsoidal height was determined by GPS observations
 KU5032.and is referenced to NAD 83.
 KU5032
 KU5032.The geoid height was determined by GEOID03.
 KU5032
 KU5032;                    North         East     Units Scale Factor Converg.
 KU5032;SPC NY L     -    54,296.387   342,349.937   MT  1.00000070   +0 19 39.1
 KU5032;SPC NY L     -   178,137.40  1,123,193.08   sFT  1.00000070   +0 19 39.1
 KU5032;UTM  18      - 4,501,490.728   626,874.538   MT  0.99979814   +0 58 40.3
 KU5032
 KU5032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5032!SPC NY L     -   1.00000464  x   1.00000070  =   1.00000534
 KU5032!UTM  18      -   1.00000464  x   0.99979814  =   0.99980278
 KU5032
 KU5032                          SUPERSEDED SURVEY CONTROL
 KU5032
 KU5032  ELLIP H (01/11/99)  -29.61   (m)                       GP(       ) 4 1
 KU5032  NAD 83(1996)-  40 39 16.32053(N)    073 29 57.28868(W) AD(       ) 1
 KU5032  NAD 83(1992)-  40 39 16.32044(N)    073 29 57.28851(W) AD(       ) 1
 KU5032  NAD 83(1986)-  40 39 16.32081(N)    073 29 57.28914(W) AD(       ) 1
 KU5032  NGVD 29 (03/24/92)    2.2    (m)            7.     (f) GPS OBS        
 KU5032
 KU5032.Superseded values are not recommended for survey control.
 KU5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5032.See file dsdata.txt to determine how the superseded data were derived.
 KU5032
 KU5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2687501491(NAD 83)
 KU5032_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5032_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5032_STAMPING: 15E07N
 KU5032_MARK LOGO: NYDPW 
 KU5032_PROJECTION: RECESSED 8 CENTIMETERS
 KU5032_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5032+STABILITY: POSITION/ELEVATION WELL
 KU5032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5032+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5032_ROD/PIPE-DEPTH: 17.9 meters
 KU5032_SLEEVE-DEPTH  : 1.52 meters
 KU5032
 KU5032  HISTORY     - Date     Condition        Report By
 KU5032  HISTORY     - 1989     MONUMENTED       SBAS
 KU5032  HISTORY     - 19910506 GOOD
 KU5032
 KU5032                          STATION DESCRIPTION
 KU5032
 KU5032'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5032'THE POINT IS LOCATED IN SEAFORD, TOWN OF HEMPSTEAD, 17 FEET (5.2 M)
 KU5032'WEST OF THE CENTERLINE OF ISLAND CHANNEL ROAD AND 1890 FEET (576.1 M)
 KU5032'NORTH OF THE CENTER LINE OF SHORE PLACE,IN THE GRASS AREA BEHIND THE
 KU5032'CURB.
 KU5032'THE LOCATION TIES ARE 41.4 FEET (12.6 M) FROM THE CENTER OF THE SEWER
 KU5032'MANHOLE, 26.2 FEET (8.0 M) FROM THE CENTER OF THE HYDRANT AND 67.3
 KU5032'FEET (20.5 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 13.
 KU5032
 KU5032                          STATION RECOVERY (1991)
 KU5032
 KU5032'RECOVERED 1991
 KU5032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5033 ***********************************************************************
 KU5033  DESIGNATION -  15E 08N
 KU5033  PID         -  KU5033
 KU5033  STATE/COUNTY-  NY/NASSAU
 KU5033  USGS QUAD   -  AMITYVILLE (1979)
 KU5033
 KU5033                         *CURRENT SURVEY CONTROL
 KU5033  ___________________________________________________________________
 KU5033* NAD 83(1996)-  40 40 10.32278(N)    073 29 42.53505(W)     ADJUSTED  
 KU5033* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU5033  ___________________________________________________________________
 KU5033  X           -   1,376,324.630 (meters)                     COMP
 KU5033  Y           -  -4,644,949.790 (meters)                     COMP
 KU5033  Z           -   4,134,639.604 (meters)                     COMP
 KU5033  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KU5033  ELLIP HEIGHT-         -27.05  (meters)          (12/03/02) GPS OBS
 KU5033  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU5033
 KU5033  HORZ ORDER  -  FIRST
 KU5033  ELLP ORDER  -  FOURTH    CLASS II
 KU5033
 KU5033.The horizontal coordinates were established by GPS observations
 KU5033.and adjusted by the National Geodetic Survey in January 1999..
 KU5033
 KU5033.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5033
 KU5033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5033
 KU5033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5033
 KU5033.The ellipsoidal height was determined by GPS observations
 KU5033.and is referenced to NAD 83.
 KU5033
 KU5033.The geoid height was determined by GEOID03.
 KU5033
 KU5033;                    North         East     Units Scale Factor Converg.
 KU5033;SPC NY L     -    55,964.228   342,686.960   MT  0.99999984   +0 19 48.8
 KU5033;SPC NY L     -   183,609.30  1,124,298.80   sFT  0.99999984   +0 19 48.8
 KU5033;UTM  18      - 4,503,161.950   627,192.541   MT  0.99979913   +0 58 51.0
 KU5033
 KU5033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5033!SPC NY L     -   1.00000424  x   0.99999984  =   1.00000408
 KU5033!UTM  18      -   1.00000424  x   0.99979913  =   0.99980337
 KU5033
 KU5033|---------------------------------------------------------------------|
 KU5033| PID    Reference Object                     Distance      Geod. Az  |
 KU5033|                                                           dddmmss.s |
 KU5033| KU5052 15E 08N AZ                          280.174 METERS 34713     |
 KU5033|---------------------------------------------------------------------|
 KU5033
 KU5033                          SUPERSEDED SURVEY CONTROL
 KU5033
 KU5033  ELLIP H (01/11/99)  -27.05   (m)                       GP(       ) 4 1
 KU5033  NAD 83(1996)-  40 40 10.32593(N)    073 29 42.53377(W) AD(       ) 1
 KU5033  NAD 83(1992)-  40 40 10.32581(N)    073 29 42.53356(W) AD(       ) 1
 KU5033  NAD 83(1986)-  40 40 10.32626(N)    073 29 42.53426(W) AD(       ) 1
 KU5033  NGVD 29 (03/24/92)    4.7    (m)           15.     (f) GPS OBS        
 KU5033
 KU5033.Superseded values are not recommended for survey control.
 KU5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5033.See file dsdata.txt to determine how the superseded data were derived.
 KU5033
 KU5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2719303162(NAD 83)
 KU5033_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5033_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5033_STAMPING: 15E08N
 KU5033_MARK LOGO: NYDPW 
 KU5033_PROJECTION: RECESSED 8 CENTIMETERS
 KU5033_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5033+STABILITY: POSITION/ELEVATION WELL
 KU5033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5033+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU5033_ROD/PIPE-DEPTH: 20.6 meters
 KU5033_SLEEVE-DEPTH  : 1.52 meters
 KU5033
 KU5033  HISTORY     - Date     Condition        Report By
 KU5033  HISTORY     - 1989     MONUMENTED       SBAS
 KU5033  HISTORY     - 19910426 GOOD
 KU5033
 KU5033                          STATION DESCRIPTION
 KU5033
 KU5033'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5033'THE POINT IS LOCATED IN SEAFORD, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU5033'EAST OF THE CENTERLINE OF LOCUST AVENUE AND 34 FEET (10.4 M) SOUTH OF
 KU5033'THE CENTERLINE OF SADDLE PATH,IN THE CONCRETE SIDEWALK.
 KU5033'THE LOCATION TIES ARE 38.2 FEET (11.6 M) FROM THE METAL LIGHT POLE,
 KU5033'36.8 FEET (11.2 M) FROM THE SOUTH WEST CORNER OF HOUSE NUMBER 3801
 KU5033'AND 47.7 FEET (14.5 M) FROM THE SOUTH WEST CORNER OF HOUSE NUMBER
 KU5033'3807.
 KU5033
 KU5033                          STATION RECOVERY (1991)
 KU5033
 KU5033'RECOVERED 1991
 KU5033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5052 ***********************************************************************
 KU5052  DESIGNATION -  15E 08N AZ
 KU5052  PID         -  KU5052
 KU5052  STATE/COUNTY-  NY/NASSAU
 KU5052  USGS QUAD   -  AMITYVILLE (1979)
 KU5052
 KU5052                         *CURRENT SURVEY CONTROL
 KU5052  ___________________________________________________________________
 KU5052* NAD 83(1996)-  40 40 19.18075(N)    073 29 45.17296(W)     ADJUSTED  
 KU5052* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 KU5052  ___________________________________________________________________
 KU5052  X           -   1,376,214.467 (meters)                     COMP
 KU5052  Y           -  -4,644,796.075 (meters)                     COMP
 KU5052  Z           -   4,134,846.323 (meters)                     COMP
 KU5052  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 KU5052  ELLIP HEIGHT-         -27.85  (meters)          (12/03/02) GPS OBS
 KU5052  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU5052
 KU5052  HORZ ORDER  -  FIRST
 KU5052  ELLP ORDER  -  FOURTH    CLASS II
 KU5052
 KU5052.The horizontal coordinates were established by GPS observations
 KU5052.and adjusted by the National Geodetic Survey in January 1999..
 KU5052
 KU5052.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5052
 KU5052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5052
 KU5052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5052
 KU5052.The ellipsoidal height was determined by GPS observations
 KU5052.and is referenced to NAD 83.
 KU5052
 KU5052.The geoid height was determined by GEOID03.
 KU5052
 KU5052;                    North         East     Units Scale Factor Converg.
 KU5052;SPC NY L     -    56,237.104   342,623.432   MT  0.99999971   +0 19 47.0
 KU5052;SPC NY L     -   184,504.57  1,124,090.38   sFT  0.99999971   +0 19 47.0
 KU5052;UTM  18      - 4,503,434.032   627,125.931   MT  0.99979892   +0 58 49.5
 KU5052
 KU5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5052!SPC NY L     -   1.00000437  x   0.99999971  =   1.00000408
 KU5052!UTM  18      -   1.00000437  x   0.99979892  =   0.99980329
 KU5052
 KU5052|---------------------------------------------------------------------|
 KU5052| PID    Reference Object                     Distance      Geod. Az  |
 KU5052|                                                           dddmmss.s |
 KU5052| KU5033 15E 08N                             280.174 METERS 16713     |
 KU5052|---------------------------------------------------------------------|
 KU5052
 KU5052                          SUPERSEDED SURVEY CONTROL
 KU5052
 KU5052  ELLIP H (01/11/99)  -27.85   (m)                       GP(       ) 4 1
 KU5052  NAD 83(1996)-  40 40 19.18390(N)    073 29 45.17168(W) AD(       ) 1
 KU5052  NAD 83(1992)-  40 40 19.18378(N)    073 29 45.17147(W) AD(       ) 1
 KU5052  NAD 83(1986)-  40 40 19.18426(N)    073 29 45.17218(W) AD(       ) 1
 KU5052  NGVD 29 (03/24/92)    3.9    (m)           13.     (f) GPS OBS        
 KU5052
 KU5052.Superseded values are not recommended for survey control.
 KU5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5052.See file dsdata.txt to determine how the superseded data were derived.
 KU5052
 KU5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2712603434(NAD 83)
 KU5052_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5052_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5052_STAMPING: 15E08NAZ
 KU5052_MARK LOGO: NYDPW 
 KU5052_PROJECTION: RECESSED 8 CENTIMETERS
 KU5052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5052+STABILITY: POSITION/ELEVATION WELL
 KU5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5052+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU5052_ROD/PIPE-DEPTH: 20.6 meters
 KU5052_SLEEVE-DEPTH  : 1.52 meters
 KU5052
 KU5052  HISTORY     - Date     Condition        Report By
 KU5052  HISTORY     - 1989     MONUMENTED       SBAS
 KU5052  HISTORY     - 19910426 GOOD
 KU5052
 KU5052                          STATION DESCRIPTION
 KU5052
 KU5052'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5052'THE POINT IS LOCATED IN SEAFORD, TOWN OF HEMPSTEAD, 41 FEET (12.5 M)
 KU5052'SOUTH OF THE CENTERLINE OF ALAN PATH AND 20 FEET (6.1 M) EAST OF THE
 KU5052'CENTERLINE OF LOCUST AVENUE,IN THE CONCRETE SIDEWALK.
 KU5052'THE LOCATION TIES ARE 39.4 FEET (12.0 M) FROM THE CENTER OF THE DRAIN
 KU5052'MANHOLE, 44.1 FEET (13.4 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5052'36.1 FEET (11.0 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER 3721.
 KU5052
 KU5052                          STATION RECOVERY (1991)
 KU5052
 KU5052'RECOVERED 1991
 KU5052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5034 ***********************************************************************
 KU5034  DESIGNATION -  15E 09N
 KU5034  PID         -  KU5034
 KU5034  STATE/COUNTY-  NY/NASSAU
 KU5034  USGS QUAD   -  AMITYVILLE (1979)
 KU5034
 KU5034                         *CURRENT SURVEY CONTROL
 KU5034  ___________________________________________________________________
 KU5034* NAD 83(1996)-  40 41 05.61219(N)    073 29 40.98267(W)     ADJUSTED  
 KU5034* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 KU5034  ___________________________________________________________________
 KU5034  X           -   1,376,044.551 (meters)                     COMP
 KU5034  Y           -  -4,643,876.242 (meters)                     COMP
 KU5034  Z           -   4,135,935.390 (meters)                     COMP
 KU5034  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KU5034  ELLIP HEIGHT-         -23.43  (meters)          (12/03/02) GPS OBS
 KU5034  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU5034
 KU5034  HORZ ORDER  -  FIRST
 KU5034  ELLP ORDER  -  FOURTH    CLASS II
 KU5034
 KU5034.The horizontal coordinates were established by GPS observations
 KU5034.and adjusted by the National Geodetic Survey in January 1999..
 KU5034
 KU5034.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5034
 KU5034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5034
 KU5034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5034
 KU5034.The ellipsoidal height was determined by GPS observations
 KU5034.and is referenced to NAD 83.
 KU5034
 KU5034.The geoid height was determined by GEOID03.
 KU5034
 KU5034;                    North         East     Units Scale Factor Converg.
 KU5034;SPC NY L     -    57,669.897   342,713.583   MT  0.99999904   +0 19 49.8
 KU5034;SPC NY L     -   189,205.32  1,124,386.15   sFT  0.99999904   +0 19 49.8
 KU5034;UTM  18      - 4,504,867.470   627,199.788   MT  0.99979915   +0 58 53.1
 KU5034
 KU5034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5034!SPC NY L     -   1.00000368  x   0.99999904  =   1.00000272
 KU5034!UTM  18      -   1.00000368  x   0.99979915  =   0.99980282
 KU5034
 KU5034|---------------------------------------------------------------------|
 KU5034| PID    Reference Object                     Distance      Geod. Az  |
 KU5034|                                                           dddmmss.s |
 KU5034| KU5053 15E 09N AZ                          171.995 METERS 00011     |
 KU5034|---------------------------------------------------------------------|
 KU5034
 KU5034                          SUPERSEDED SURVEY CONTROL
 KU5034
 KU5034  ELLIP H (01/11/99)  -23.43   (m)                       GP(       ) 4 1
 KU5034  NAD 83(1996)-  40 41 05.61529(N)    073 29 40.98140(W) AD(       ) 1
 KU5034  NAD 83(1992)-  40 41 05.61513(N)    073 29 40.98115(W) AD(       ) 1
 KU5034  NAD 83(1986)-  40 41 05.61585(N)    073 29 40.98203(W) AD(       ) 1
 KU5034  NGVD 29 (03/24/92)    8.2    (m)           27.     (f) GPS OBS        
 KU5034
 KU5034.Superseded values are not recommended for survey control.
 KU5034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5034.See file dsdata.txt to determine how the superseded data were derived.
 KU5034
 KU5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2720004867(NAD 83)
 KU5034_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5034_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5034_STAMPING: 15E09N
 KU5034_MARK LOGO: NYDPW 
 KU5034_PROJECTION: RECESSED 8 CENTIMETERS
 KU5034_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5034+STABILITY: POSITION/ELEVATION WELL
 KU5034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5034+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1990
 KU5034_ROD/PIPE-DEPTH: 20.6 meters
 KU5034_SLEEVE-DEPTH  : 1.52 meters
 KU5034
 KU5034  HISTORY     - Date     Condition        Report By
 KU5034  HISTORY     - 1989     MONUMENTED       SBAS
 KU5034  HISTORY     - 19900928 GOOD
 KU5034
 KU5034                          STATION DESCRIPTION
 KU5034
 KU5034'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5034'THE POINT IS LOCATED IN SEAFORD, TOWN OF HEMPSTEAD, 25 FEET (7.6 M)
 KU5034'EAST OF THE CENTERLINE OF SEAMANS NECK ROAD AND 294 FEET (89.6 M)
 KU5034'NORTH OF THE CENTERLINE OF JOY COURT,IN THE CONCRETE SIDEWALK.
 KU5034'THE LOCATION TIES ARE 23.4 FEET (7.1 M) FROM THE CENTER OF THE
 KU5034'HYDRANT, 34.7 FEET (10.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5034'124.9 FEET (38.1 M) FROM THE CENTER OF THE DRAIN MANHOLE.
 KU5034
 KU5034                          STATION RECOVERY (1990)
 KU5034
 KU5034'RECOVERED 1990
 KU5034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5053 ***********************************************************************
 KU5053  DESIGNATION -  15E 09N AZ
 KU5053  PID         -  KU5053
 KU5053  STATE/COUNTY-  NY/NASSAU
 KU5053  USGS QUAD   -  AMITYVILLE (1979)
 KU5053
 KU5053                         *CURRENT SURVEY CONTROL
 KU5053  ___________________________________________________________________
 KU5053* NAD 83(1996)-  40 41 11.18796(N)    073 29 40.95924(W)     ADJUSTED  
 KU5053* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 KU5053  ___________________________________________________________________
 KU5053  X           -   1,376,013.414 (meters)                     COMP
 KU5053  Y           -  -4,643,769.222 (meters)                     COMP
 KU5053  Z           -   4,136,066.386 (meters)                     COMP
 KU5053  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KU5053  ELLIP HEIGHT-         -22.55  (meters)          (12/03/02) GPS OBS
 KU5053  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU5053
 KU5053  HORZ ORDER  -  FIRST
 KU5053  ELLP ORDER  -  FOURTH    CLASS II
 KU5053
 KU5053.The horizontal coordinates were established by GPS observations
 KU5053.and adjusted by the National Geodetic Survey in January 1999..
 KU5053
 KU5053.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5053
 KU5053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5053
 KU5053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5053
 KU5053.The ellipsoidal height was determined by GPS observations
 KU5053.and is referenced to NAD 83.
 KU5053
 KU5053.The geoid height was determined by GEOID03.
 KU5053
 KU5053;                    North         East     Units Scale Factor Converg.
 KU5053;SPC NY L     -    57,841.891   342,713.141   MT  0.99999896   +0 19 49.8
 KU5053;SPC NY L     -   189,769.60  1,124,384.70   sFT  0.99999896   +0 19 49.8
 KU5053;UTM  18      - 4,505,039.413   627,197.392   MT  0.99979914   +0 58 53.2
 KU5053
 KU5053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5053!SPC NY L     -   1.00000354  x   0.99999896  =   1.00000250
 KU5053!UTM  18      -   1.00000354  x   0.99979914  =   0.99980268
 KU5053
 KU5053|---------------------------------------------------------------------|
 KU5053| PID    Reference Object                     Distance      Geod. Az  |
 KU5053|                                                           dddmmss.s |
 KU5053| KU5034 15E 09N                             171.995 METERS 18011     |
 KU5053| KU5052 15E 08N AZ                          APPROX. 1.6 KM 1833148.3 |
 KU5053|---------------------------------------------------------------------|
 KU5053
 KU5053                          SUPERSEDED SURVEY CONTROL
 KU5053
 KU5053  ELLIP H (01/11/99)  -22.55   (m)                       GP(       ) 4 1
 KU5053  NAD 83(1996)-  40 41 11.19111(N)    073 29 40.95795(W) AD(       ) 1
 KU5053  NAD 83(1992)-  40 41 11.19099(N)    073 29 40.95775(W) AD(       ) 1
 KU5053  NAD 83(1986)-  40 41 11.19151(N)    073 29 40.95851(W) AD(       ) 1
 KU5053  NGVD 29 (03/24/92)    9.1    (m)           30.     (f) GPS OBS        
 KU5053
 KU5053.Superseded values are not recommended for survey control.
 KU5053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5053.See file dsdata.txt to determine how the superseded data were derived.
 KU5053
 KU5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2719705039(NAD 83)
 KU5053_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5053_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5053_STAMPING: 15E09NAZ
 KU5053_MARK LOGO: NYDPW 
 KU5053_PROJECTION: RECESSED 8 CENTIMETERS
 KU5053_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5053+STABILITY: POSITION/ELEVATION WELL
 KU5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5053+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU5053_ROD/PIPE-DEPTH: 13.0 meters
 KU5053_SLEEVE-DEPTH  : 1.52 meters
 KU5053
 KU5053  HISTORY     - Date     Condition        Report By
 KU5053  HISTORY     - 1989     MONUMENTED       SBAS
 KU5053  HISTORY     - 19910426 GOOD
 KU5053
 KU5053                          STATION DESCRIPTION
 KU5053
 KU5053'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5053'THE POINT IS LOCATED IN SEAFORD, TOWN OF HEMPSTEAD, 20 FEET (6.1 M)
 KU5053'SOUTH OF THE CENTERLINE OF MARTIN COURT AND 40 FEET (12.2 M) EAST OF
 KU5053'THE CENTERLINE OF SEAMANS NECK ROAD,IN THE CONCRETE SIDEWALK.
 KU5053'THE LOCATION TIES ARE 44.2 FEET (13.5 M) FROM THE CENTER OF THE SEWER
 KU5053'MANHOLE, 62.6 FEET (19.1 M) FROM THE HYDRANT AND 13.2 FEET (4.0 M)
 KU5053'FROM THE SOUTH WEST CORNER OF THE 4 FOOT (1.2 M) CHAIN LINK FENCE.
 KU5053
 KU5053                          STATION RECOVERY (1991)
 KU5053
 KU5053'RECOVERED 1991
 KU5053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5035 ***********************************************************************
 KU5035  DESIGNATION -  15E 10N
 KU5035  PID         -  KU5035
 KU5035  STATE/COUNTY-  NY/NASSAU
 KU5035  USGS QUAD   -  FREEPORT (1979)
 KU5035
 KU5035                         *CURRENT SURVEY CONTROL
 KU5035  ___________________________________________________________________
 KU5035* NAD 83(1996)-  40 41 53.10575(N)    073 29 58.12180(W)     ADJUSTED  
 KU5035* NAVD 88     -        14.7    (meters)      48.     (feet)  VERTCON   
 KU5035  ___________________________________________________________________
 KU5035  X           -   1,375,388.858 (meters)                     COMP
 KU5035  Y           -  -4,643,079.715 (meters)                     COMP
 KU5035  Z           -   4,137,050.675 (meters)                     COMP
 KU5035  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KU5035  ELLIP HEIGHT-         -16.58  (meters)          (12/03/02) GPS OBS
 KU5035  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU5035
 KU5035  HORZ ORDER  -  FIRST
 KU5035  ELLP ORDER  -  FOURTH    CLASS II
 KU5035
 KU5035.The horizontal coordinates were established by GPS observations
 KU5035.and adjusted by the National Geodetic Survey in January 1999..
 KU5035
 KU5035.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5035
 KU5035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5035
 KU5035.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5035
 KU5035.The ellipsoidal height was determined by GPS observations
 KU5035.and is referenced to NAD 83.
 KU5035
 KU5035.The geoid height was determined by GEOID03.
 KU5035
 KU5035;                    North         East     Units Scale Factor Converg.
 KU5035;SPC NY L     -    59,132.578   342,302.761   MT  0.99999840   +0 19 38.6
 KU5035;SPC NY L     -   194,004.13  1,123,038.31   sFT  0.99999840   +0 19 38.6
 KU5035;UTM  18      - 4,506,325.097   626,772.457   MT  0.99979782   +0 58 42.9
 KU5035
 KU5035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5035!SPC NY L     -   1.00000260  x   0.99999840  =   1.00000100
 KU5035!UTM  18      -   1.00000260  x   0.99979782  =   0.99980042
 KU5035
 KU5035|---------------------------------------------------------------------|
 KU5035| PID    Reference Object                     Distance      Geod. Az  |
 KU5035|                                                           dddmmss.s |
 KU5035| KU5054 15E 10N AZ                          292.172 METERS 26111     |
 KU5035|---------------------------------------------------------------------|
 KU5035
 KU5035                          SUPERSEDED SURVEY CONTROL
 KU5035
 KU5035  ELLIP H (01/11/99)  -16.57   (m)                       GP(       ) 4 1
 KU5035  NAD 83(1996)-  40 41 53.10889(N)    073 29 58.12054(W) AD(       ) 1
 KU5035  NAD 83(1992)-  40 41 53.10877(N)    073 29 58.12033(W) AD(       ) 1
 KU5035  NAD 83(1986)-  40 41 53.10942(N)    073 29 58.12115(W) AD(       ) 1
 KU5035  NGVD 29 (03/24/92)   15.1    (m)           50.     (f) GPS OBS        
 KU5035
 KU5035.Superseded values are not recommended for survey control.
 KU5035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5035.See file dsdata.txt to determine how the superseded data were derived.
 KU5035
 KU5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2677206325(NAD 83)
 KU5035_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5035_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5035_STAMPING: 15E10N
 KU5035_MARK LOGO: NYDPW 
 KU5035_PROJECTION: RECESSED 8 CENTIMETERS
 KU5035_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5035+STABILITY: POSITION/ELEVATION WELL
 KU5035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5035+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 KU5035_ROD/PIPE-DEPTH: 20.6 meters
 KU5035_SLEEVE-DEPTH  : 1.52 meters
 KU5035
 KU5035  HISTORY     - Date     Condition        Report By
 KU5035  HISTORY     - 1989     MONUMENTED       SBAS
 KU5035  HISTORY     - 19910114 GOOD
 KU5035  HISTORY     - 20040115 GOOD             BRUIN
 KU5035
 KU5035                          STATION DESCRIPTION
 KU5035
 KU5035'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5035'THE POINT IS LOCATED IN NORTH WANTAGH, TOWN OF HEMPSTEAD, 883 FEET
 KU5035'(269.1 M) EAST  OF THE CENTERLINE OF TERRY LANE AND 20 FEET (6.1 M)
 KU5035'SOUTH OF THE CENTERLINE OF TARDY LANE SOUTH,IN THE CONCRETE SIDEWALK.
 KU5035'THE LOCATION TIES ARE 70.9 FEET (21.6 M) FROM THE LIGHT POST, 34.1
 KU5035'FEET (10.4 M) FROM THE CENTER OF THE SEWER MANHOLE AND 12.0 FEET
 KU5035'(3.7 M) FROM THE CENTER OF THE WATER METER OF HOUSE NUMBER 119.
 KU5035
 KU5035                          STATION RECOVERY (1991)
 KU5035
 KU5035'RECOVERED 1991
 KU5035'RECOVERED IN GOOD CONDITION.
 KU5035
 KU5035                          STATION RECOVERY (2004)
 KU5035
 KU5035'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2004 (ML)
 KU5035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5054 ***********************************************************************
 KU5054  DESIGNATION -  15E 10N AZ
 KU5054  PID         -  KU5054
 KU5054  STATE/COUNTY-  NY/NASSAU
 KU5054  USGS QUAD   -  FREEPORT (1979)
 KU5054
 KU5054                         *CURRENT SURVEY CONTROL
 KU5054  ___________________________________________________________________
 KU5054* NAD 83(1996)-  40 41 51.65470(N)    073 30 10.41978(W)     ADJUSTED  
 KU5054* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 KU5054  ___________________________________________________________________
 KU5054  X           -   1,375,120.291 (meters)                     COMP
 KU5054  Y           -  -4,643,189.623 (meters)                     COMP
 KU5054  Z           -   4,137,016.674 (meters)                     COMP
 KU5054  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 KU5054  ELLIP HEIGHT-         -16.68  (meters)          (12/03/02) GPS OBS
 KU5054  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU5054
 KU5054  HORZ ORDER  -  FIRST
 KU5054  ELLP ORDER  -  FOURTH    CLASS II
 KU5054
 KU5054.The horizontal coordinates were established by GPS observations
 KU5054.and adjusted by the National Geodetic Survey in January 1999..
 KU5054
 KU5054.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5054
 KU5054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5054
 KU5054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5054
 KU5054.The ellipsoidal height was determined by GPS observations
 KU5054.and is referenced to NAD 83.
 KU5054
 KU5054.The geoid height was determined by GEOID03.
 KU5054
 KU5054;                    North         East     Units Scale Factor Converg.
 KU5054;SPC NY L     -    59,086.175   342,014.298   MT  0.99999842   +0 19 30.5
 KU5054;SPC NY L     -   193,851.89  1,122,091.91   sFT  0.99999842   +0 19 30.5
 KU5054;UTM  18      - 4,506,275.428   626,484.598   MT  0.99979692   +0 58 34.8
 KU5054
 KU5054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5054!SPC NY L     -   1.00000262  x   0.99999842  =   1.00000104
 KU5054!UTM  18      -   1.00000262  x   0.99979692  =   0.99979954
 KU5054
 KU5054|---------------------------------------------------------------------|
 KU5054| PID    Reference Object                     Distance      Geod. Az  |
 KU5054|                                                           dddmmss.s |
 KU5054| KU5035 15E 10N                             292.172 METERS 08111     |
 KU5054|---------------------------------------------------------------------|
 KU5054
 KU5054                          SUPERSEDED SURVEY CONTROL
 KU5054
 KU5054  ELLIP H (01/11/99)  -16.68   (m)                       GP(       ) 4 1
 KU5054  NAD 83(1996)-  40 41 51.65783(N)    073 30 10.41852(W) AD(       ) 1
 KU5054  NAD 83(1992)-  40 41 51.65769(N)    073 30 10.41830(W) AD(       ) 1
 KU5054  NAD 83(1986)-  40 41 51.65841(N)    073 30 10.41915(W) AD(       ) 1
 KU5054  NGVD 29 (03/24/92)   15.0    (m)           49.     (f) GPS OBS        
 KU5054
 KU5054.Superseded values are not recommended for survey control.
 KU5054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5054.See file dsdata.txt to determine how the superseded data were derived.
 KU5054
 KU5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2648506275(NAD 83)
 KU5054_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5054_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5054_STAMPING: 15E10NAZ
 KU5054_MARK LOGO: NYDPW 
 KU5054_PROJECTION: RECESSED 8 CENTIMETERS
 KU5054_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5054+STABILITY: POSITION/ELEVATION WELL
 KU5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5054+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2004
 KU5054_ROD/PIPE-DEPTH: 20.6 meters
 KU5054_SLEEVE-DEPTH  : 1.52 meters
 KU5054
 KU5054  HISTORY     - Date     Condition        Report By
 KU5054  HISTORY     - 1989     MONUMENTED       SBAS
 KU5054  HISTORY     - 19910426 GOOD
 KU5054  HISTORY     - 20040115 GOOD             BRUIN
 KU5054
 KU5054                          STATION DESCRIPTION
 KU5054
 KU5054'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5054'THE POINT IS LOCATED IN NORTH WANTAGH, TOWN OF HEMPSTEAD, 67 FEET
 KU5054'(20.4 M) WEST OF THE CENTERLINE OF TARDY LANE AND 19 FEET (5.8 M)
 KU5054'NORTH OF THE CENTERLINE OF TARDY LANE SOUTH,IN THE GRASS OF THE
 KU5054'WESTERLY TRAFFIC ISLAND.
 KU5054'THE LOCATION TIES ARE 39.1 FEET (11.9 M) FROM THE METAL LIGHT POLE,
 KU5054'50.8 FEET (15.5 M) FROM THE CENTER OF THE NORTH EASTERLY SEWER
 KU5054'MANHOLE AND 70.5 FEET (21.5 M) FROM THE CENTER OF THE SOUTH EASTERLY
 KU5054'SEWER MANHOLE.
 KU5054
 KU5054                          STATION RECOVERY (1991)
 KU5054
 KU5054'RECOVERED 1991
 KU5054'RECOVERED IN GOOD CONDITION.
 KU5054
 KU5054                          STATION RECOVERY (2004)
 KU5054
 KU5054'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2004 (ML)
 KU5054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5036 ***********************************************************************
 KU5036  DESIGNATION -  15E 11N
 KU5036  PID         -  KU5036
 KU5036  STATE/COUNTY-  NY/NASSAU
 KU5036  USGS QUAD   -  AMITYVILLE (1979)
 KU5036
 KU5036                         *CURRENT SURVEY CONTROL
 KU5036  ___________________________________________________________________
 KU5036* NAD 83(1996)-  40 42 44.85686(N)    073 29 50.19584(W)     ADJUSTED  
 KU5036* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 KU5036  ___________________________________________________________________
 KU5036  X           -   1,375,272.734 (meters)                     COMP
 KU5036  Y           -  -4,642,032.686 (meters)                     COMP
 KU5036  Z           -   4,138,264.439 (meters)                     COMP
 KU5036  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KU5036  ELLIP HEIGHT-         -11.04  (meters)          (12/03/02) GPS OBS
 KU5036  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5036
 KU5036  HORZ ORDER  -  FIRST
 KU5036  ELLP ORDER  -  FOURTH    CLASS II
 KU5036
 KU5036.The horizontal coordinates were established by GPS observations
 KU5036.and adjusted by the National Geodetic Survey in January 1999..
 KU5036
 KU5036.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5036
 KU5036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5036
 KU5036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5036
 KU5036.The ellipsoidal height was determined by GPS observations
 KU5036.and is referenced to NAD 83.
 KU5036
 KU5036.The geoid height was determined by GEOID03.
 KU5036
 KU5036;                    North         East     Units Scale Factor Converg.
 KU5036;SPC NY L     -    60,729.967   342,479.676   MT  0.99999777   +0 19 43.8
 KU5036;SPC NY L     -   199,244.90  1,123,618.74   sFT  0.99999777   +0 19 43.8
 KU5036;UTM  18      - 4,507,924.073   626,931.170   MT  0.99979831   +0 58 49.1
 KU5036
 KU5036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5036!SPC NY L     -   1.00000173  x   0.99999777  =   0.99999950
 KU5036!UTM  18      -   1.00000173  x   0.99979831  =   0.99980004
 KU5036
 KU5036|---------------------------------------------------------------------|
 KU5036| PID    Reference Object                     Distance      Geod. Az  |
 KU5036|                                                           dddmmss.s |
 KU5036| KU5055 15E 11N AZ                          206.853 METERS 28127     |
 KU5036|---------------------------------------------------------------------|
 KU5036
 KU5036                          SUPERSEDED SURVEY CONTROL
 KU5036
 KU5036  ELLIP H (01/11/99)  -11.04   (m)                       GP(       ) 4 1
 KU5036  NAD 83(1996)-  40 42 44.85995(N)    073 29 50.19463(W) AD(       ) 1
 KU5036  NAD 83(1992)-  40 42 44.85982(N)    073 29 50.19438(W) AD(       ) 1
 KU5036  NAD 83(1986)-  40 42 44.86051(N)    073 29 50.19531(W) AD(       ) 1
 KU5036  NGVD 29 (03/24/92)   20.6    (m)           68.     (f) GPS OBS        
 KU5036
 KU5036.Superseded values are not recommended for survey control.
 KU5036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5036.See file dsdata.txt to determine how the superseded data were derived.
 KU5036
 KU5036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2693107924(NAD 83)
 KU5036_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5036_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5036_STAMPING: 15E11N
 KU5036_MARK LOGO: NYDPW 
 KU5036_PROJECTION: RECESSED 8 CENTIMETERS
 KU5036_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5036+STABILITY: POSITION/ELEVATION WELL
 KU5036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5036+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990
 KU5036_ROD/PIPE-DEPTH: 20.6 meters
 KU5036_SLEEVE-DEPTH  : 1.52 meters
 KU5036
 KU5036  HISTORY     - Date     Condition        Report By
 KU5036  HISTORY     - 1989     MONUMENTED       SBAS
 KU5036  HISTORY     - 19901102 GOOD
 KU5036
 KU5036                          STATION DESCRIPTION
 KU5036
 KU5036'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5036'THE POINT IS LOCATED IN NORTH WANTAGH, TOWN OF HEMPSTEAD, 49 FEET
 KU5036'(14.9 M) WEST OF THE CENTERLINE OF RICHARD LANE AND 20 FEET (6.1 M)
 KU5036'SOUTH OF THE CENTERLINE OF LYNN LANE,IN THE CONCRETE SIDEWALK.
 KU5036'THE LOCATION TIES ARE 85.0 FEET (25.9 M) FROM THE CENTER OF THE
 KU5036'HYDRANT, 67.7 FEET (20.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5036'31.6 FEET (9.6 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 3749.
 KU5036
 KU5036                          STATION RECOVERY (1990)
 KU5036
 KU5036'RECOVERED 1990
 KU5036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5055 ***********************************************************************
 KU5055  DESIGNATION -  15E 11N AZ
 KU5055  PID         -  KU5055
 KU5055  STATE/COUNTY-  NY/NASSAU
 KU5055  USGS QUAD   -  FREEPORT (1979)
 KU5055
 KU5055                         *CURRENT SURVEY CONTROL
 KU5055  ___________________________________________________________________
 KU5055* NAD 83(1996)-  40 42 46.18789(N)    073 29 58.83322(W)     ADJUSTED  
 KU5055* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 KU5055  ___________________________________________________________________
 KU5055  X           -   1,375,070.482 (meters)                     COMP
 KU5055  Y           -  -4,642,063.722 (meters)                     COMP
 KU5055  Z           -   4,138,294.777 (meters)                     COMP
 KU5055  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 KU5055  ELLIP HEIGHT-         -12.24  (meters)          (12/03/02) GPS OBS
 KU5055  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5055
 KU5055  HORZ ORDER  -  FIRST
 KU5055  ELLP ORDER  -  FOURTH    CLASS II
 KU5055
 KU5055.The horizontal coordinates were established by GPS observations
 KU5055.and adjusted by the National Geodetic Survey in January 1999..
 KU5055
 KU5055.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5055
 KU5055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5055
 KU5055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5055
 KU5055.The ellipsoidal height was determined by GPS observations
 KU5055.and is referenced to NAD 83.
 KU5055
 KU5055.The geoid height was determined by GEOID03.
 KU5055
 KU5055;                    North         East     Units Scale Factor Converg.
 KU5055;SPC NY L     -    60,769.864   342,276.707   MT  0.99999776   +0 19 38.1
 KU5055;SPC NY L     -   199,375.80  1,122,952.83   sFT  0.99999776   +0 19 38.1
 KU5055;UTM  18      - 4,507,961.652   626,727.802   MT  0.99979768   +0 58 43.5
 KU5055
 KU5055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5055!SPC NY L     -   1.00000192  x   0.99999776  =   0.99999968
 KU5055!UTM  18      -   1.00000192  x   0.99979768  =   0.99979960
 KU5055
 KU5055|---------------------------------------------------------------------|
 KU5055| PID    Reference Object                     Distance      Geod. Az  |
 KU5055|                                                           dddmmss.s |
 KU5055| KU5036 15E 11N                             206.853 METERS 10127     |
 KU5055|---------------------------------------------------------------------|
 KU5055
 KU5055                          SUPERSEDED SURVEY CONTROL
 KU5055
 KU5055  ELLIP H (01/11/99)  -12.24   (m)                       GP(       ) 4 1
 KU5055  NAD 83(1996)-  40 42 46.19098(N)    073 29 58.83202(W) AD(       ) 1
 KU5055  NAD 83(1992)-  40 42 46.19083(N)    073 29 58.83176(W) AD(       ) 1
 KU5055  NAD 83(1986)-  40 42 46.19156(N)    073 29 58.83276(W) AD(       ) 1
 KU5055  NGVD 29 (03/24/92)   19.4    (m)           64.     (f) GPS OBS        
 KU5055
 KU5055.Superseded values are not recommended for survey control.
 KU5055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5055.See file dsdata.txt to determine how the superseded data were derived.
 KU5055
 KU5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2672807962(NAD 83)
 KU5055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5055_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5055_STAMPING: 15E11NAZ
 KU5055_MARK LOGO: NYDPW 
 KU5055_PROJECTION: RECESSED 8 CENTIMETERS
 KU5055_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5055+STABILITY: POSITION/ELEVATION WELL
 KU5055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5055+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1990
 KU5055_ROD/PIPE-DEPTH: 19.1 meters
 KU5055_SLEEVE-DEPTH  : 1.52 meters
 KU5055
 KU5055  HISTORY     - Date     Condition        Report By
 KU5055  HISTORY     - 1989     MONUMENTED       SBAS
 KU5055  HISTORY     - 19901126 GOOD
 KU5055
 KU5055                          STATION DESCRIPTION
 KU5055
 KU5055'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5055'THE POINT IS LOCATED IN NORTH WANTAGH, TOWN OF HEMPSTEAD, 31 FEET
 KU5055'(9.4 M) WEST OF THE CENTERLINE OF ADELE COURT AND 24 FEET (7.3 M)
 KU5055'NORTH OF THE CENTERLINE OF LYNN LANE,IN THE CONCRETE SIDEWALK.
 KU5055'THE LOCATION TIES ARE 5.3 FEET (1.6 M) FROM THE CENTER OF THE HYDRANT,
 KU5055'60.6 FEET (18.5 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 3671
 KU5055'AND 87.1 FEET (26.5 M) FROM THE LIGHT POLE.
 KU5055
 KU5055                          STATION RECOVERY (1990)
 KU5055
 KU5055'RECOVERED 1990
 KU5055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5037 ***********************************************************************
 KU5037  DESIGNATION -  15E 12N
 KU5037  PID         -  KU5037
 KU5037  STATE/COUNTY-  NY/NASSAU
 KU5037  USGS QUAD   -  AMITYVILLE (1979)
 KU5037
 KU5037                         *CURRENT SURVEY CONTROL
 KU5037  ___________________________________________________________________
 KU5037* NAD 83(1996)-  40 43 45.50696(N)    073 29 53.10057(W)     ADJUSTED  
 KU5037* NAVD 88     -        26.8    (meters)      88.     (feet)  VERTCON   
 KU5037  ___________________________________________________________________
 KU5037  X           -   1,374,862.120 (meters)                     COMP
 KU5037  Y           -  -4,640,886.677 (meters)                     COMP
 KU5037  Z           -   4,139,686.715 (meters)                     COMP
 KU5037  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KU5037  ELLIP HEIGHT-          -4.36  (meters)          (12/03/02) GPS OBS
 KU5037  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU5037
 KU5037  HORZ ORDER  -  FIRST
 KU5037  ELLP ORDER  -  FOURTH    CLASS II
 KU5037
 KU5037.The horizontal coordinates were established by GPS observations
 KU5037.and adjusted by the National Geodetic Survey in January 1999..
 KU5037
 KU5037.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5037
 KU5037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5037
 KU5037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5037
 KU5037.The ellipsoidal height was determined by GPS observations
 KU5037.and is referenced to NAD 83.
 KU5037
 KU5037.The geoid height was determined by GEOID03.
 KU5037
 KU5037;                    North         East     Units Scale Factor Converg.
 KU5037;SPC NY L     -    62,600.403   342,400.777   MT  0.99999711   +0 19 41.9
 KU5037;SPC NY L     -   205,381.49  1,123,359.88   sFT  0.99999711   +0 19 41.9
 KU5037;UTM  18      - 4,509,793.118   626,831.024   MT  0.99979800   +0 58 48.4
 KU5037
 KU5037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5037!SPC NY L     -   1.00000068  x   0.99999711  =   0.99999779
 KU5037!UTM  18      -   1.00000068  x   0.99979800  =   0.99979868
 KU5037
 KU5037|---------------------------------------------------------------------|
 KU5037| PID    Reference Object                     Distance      Geod. Az  |
 KU5037|                                                           dddmmss.s |
 KU5037| KU5056 15E 12N AZ                          230.511 METERS 18747     |
 KU5037|---------------------------------------------------------------------|
 KU5037
 KU5037                          SUPERSEDED SURVEY CONTROL
 KU5037
 KU5037  ELLIP H (01/11/99)   -4.36   (m)                       GP(       ) 4 1
 KU5037  NAD 83(1996)-  40 43 45.51000(N)    073 29 53.09943(W) AD(       ) 1
 KU5037  NAD 83(1992)-  40 43 45.50985(N)    073 29 53.09914(W) AD(       ) 1
 KU5037  NAD 83(1986)-  40 43 45.51055(N)    073 29 53.10022(W) AD(       ) 1
 KU5037  NGVD 29 (03/24/92)   27.2    (m)           89.     (f) GPS OBS        
 KU5037
 KU5037.Superseded values are not recommended for survey control.
 KU5037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5037.See file dsdata.txt to determine how the superseded data were derived.
 KU5037
 KU5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2683109793(NAD 83)
 KU5037_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5037_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5037_STAMPING: 15E12N
 KU5037_MARK LOGO: NYDPW 
 KU5037_PROJECTION: RECESSED 8 CENTIMETERS
 KU5037_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5037+STABILITY: POSITION/ELEVATION WELL
 KU5037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5037+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 KU5037_ROD/PIPE-DEPTH: 20.6 meters
 KU5037_SLEEVE-DEPTH  : 1.52 meters
 KU5037
 KU5037  HISTORY     - Date     Condition        Report By
 KU5037  HISTORY     - 1989     MONUMENTED       SBAS
 KU5037  HISTORY     - 19901018 GOOD
 KU5037
 KU5037                          STATION DESCRIPTION
 KU5037
 KU5037'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5037'THE POINT IS LOCATED IN BETHPAGE, TOWN OF HEMPSTEAD, 21 FEET (6.4 M)
 KU5037'EAST OF THE CENTERLINE OF ORIOLE ROAD AND 176 FEET (53.6 M) NORTH OF
 KU5037'THE CENTERLINE OF WREN PLACE,IN THE CONCRETE SIDEWALK.
 KU5037'THE LOCATION TIES ARE 19.8 FEET (6.0 M) FROM THE CENTER OF THE SEWER
 KU5037'MANHOLE, 34.3 FEET (10.5 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU5037'NUMBER 138 AND 41.8 FEET (12.7 M) FROM THE SOUTH WEST CORNER OF HOUSE
 KU5037'NUMBER 144.
 KU5037
 KU5037                          STATION RECOVERY (1990)
 KU5037
 KU5037'RECOVERED 1990
 KU5037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5056 ***********************************************************************
 KU5056  DESIGNATION -  15E 12N AZ
 KU5056  PID         -  KU5056
 KU5056  STATE/COUNTY-  NY/NASSAU
 KU5056  USGS QUAD   -  AMITYVILLE (1979)
 KU5056
 KU5056                         *CURRENT SURVEY CONTROL
 KU5056  ___________________________________________________________________
 KU5056* NAD 83(1996)-  40 43 38.10299(N)    073 29 54.43025(W)     ADJUSTED  
 KU5056* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 KU5056  ___________________________________________________________________
 KU5056  X           -   1,374,874.331 (meters)                     COMP
 KU5056  Y           -  -4,641,037.752 (meters)                     COMP
 KU5056  Z           -   4,139,513.039 (meters)                     COMP
 KU5056  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KU5056  ELLIP HEIGHT-          -5.28  (meters)          (12/03/02) GPS OBS
 KU5056  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU5056
 KU5056  HORZ ORDER  -  FIRST
 KU5056  ELLP ORDER  -  FOURTH    CLASS II
 KU5056
 KU5056.The horizontal coordinates were established by GPS observations
 KU5056.and adjusted by the National Geodetic Survey in January 1999..
 KU5056
 KU5056.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5056
 KU5056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5056
 KU5056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5056
 KU5056.The ellipsoidal height was determined by GPS observations
 KU5056.and is referenced to NAD 83.
 KU5056
 KU5056.The geoid height was determined by GEOID03.
 KU5056
 KU5056;                    North         East     Units Scale Factor Converg.
 KU5056;SPC NY L     -    62,371.839   342,370.883   MT  0.99999719   +0 19 41.0
 KU5056;SPC NY L     -   204,631.61  1,123,261.81   sFT  0.99999719   +0 19 41.0
 KU5056;UTM  18      - 4,509,564.275   626,803.737   MT  0.99979791   +0 58 47.4
 KU5056
 KU5056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5056!SPC NY L     -   1.00000083  x   0.99999719  =   0.99999802
 KU5056!UTM  18      -   1.00000083  x   0.99979791  =   0.99979874
 KU5056
 KU5056|---------------------------------------------------------------------|
 KU5056| PID    Reference Object                     Distance      Geod. Az  |
 KU5056|                                                           dddmmss.s |
 KU5056| KU5037 15E 12N                             230.511 METERS 00747     |
 KU5056|---------------------------------------------------------------------|
 KU5056
 KU5056                          SUPERSEDED SURVEY CONTROL
 KU5056
 KU5056  ELLIP H (01/11/99)   -5.28   (m)                       GP(       ) 4 1
 KU5056  NAD 83(1996)-  40 43 38.10604(N)    073 29 54.42910(W) AD(       ) 1
 KU5056  NAD 83(1992)-  40 43 38.10589(N)    073 29 54.42881(W) AD(       ) 1
 KU5056  NAD 83(1986)-  40 43 38.10662(N)    073 29 54.42987(W) AD(       ) 1
 KU5056  NGVD 29 (03/24/92)   26.3    (m)           86.     (f) GPS OBS        
 KU5056
 KU5056.Superseded values are not recommended for survey control.
 KU5056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5056.See file dsdata.txt to determine how the superseded data were derived.
 KU5056
 KU5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2680409564(NAD 83)
 KU5056_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5056_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5056_STAMPING: 15E12NAZ
 KU5056_MARK LOGO: NYDPW 
 KU5056_PROJECTION: RECESSED 8 CENTIMETERS
 KU5056_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5056+STABILITY: POSITION/ELEVATION WELL
 KU5056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5056+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 KU5056_ROD/PIPE-DEPTH: 20.6 meters
 KU5056_SLEEVE-DEPTH  : 1.52 meters
 KU5056
 KU5056  HISTORY     - Date     Condition        Report By
 KU5056  HISTORY     - 1989     MONUMENTED       SBAS
 KU5056  HISTORY     - 19901018 GOOD
 KU5056
 KU5056                          STATION DESCRIPTION
 KU5056
 KU5056'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5056'THE POINT IS LOCATED IN BETHPAGE, TOWN OF HEMPSTEAD, 573 FEET
 KU5056'(174.7 M) SOUTH OF THE CENTERLINE OF WREN PLACE AND 21 FEET (6.4 M)
 KU5056'EAST OF THE CENTERLINE OF ORIOLE ROAD,IN THE CONCRETE SIDEWALK.
 KU5056'THE LOCATION TIES ARE 95.1 FEET (29.0 M) FROM THE CENTER OF THE SEWER
 KU5056'MANHOLE, 35.6 FEET (10.9 M) FROM THE SOUTH WEST CORNER OF HOUSE
 KU5056'NUMBER 66 AND 40.5 FEET (12.3 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU5056'NUMBER 66.
 KU5056
 KU5056                          STATION RECOVERY (1990)
 KU5056
 KU5056'RECOVERED 1990
 KU5056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5038 ***********************************************************************
 KU5038  DESIGNATION -  15E 13N
 KU5038  PID         -  KU5038
 KU5038  STATE/COUNTY-  NY/NASSAU
 KU5038  USGS QUAD   -  AMITYVILLE (1979)
 KU5038
 KU5038                         *CURRENT SURVEY CONTROL
 KU5038  ___________________________________________________________________
 KU5038* NAD 83(1996)-  40 44 27.36416(N)    073 29 54.68845(W)     ADJUSTED  
 KU5038* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 KU5038  ___________________________________________________________________
 KU5038  X           -   1,374,588.127 (meters)                     COMP
 KU5038  Y           -  -4,640,092.966 (meters)                     COMP
 KU5038  Z           -   4,140,668.278 (meters)                     COMP
 KU5038  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KU5038  ELLIP HEIGHT-           0.55  (meters)          (12/03/02) GPS OBS
 KU5038  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU5038
 KU5038  HORZ ORDER  -  FIRST
 KU5038  ELLP ORDER  -  FOURTH    CLASS II
 KU5038
 KU5038.The horizontal coordinates were established by GPS observations
 KU5038.and adjusted by the National Geodetic Survey in January 1999..
 KU5038
 KU5038.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5038
 KU5038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5038
 KU5038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5038
 KU5038.The ellipsoidal height was determined by GPS observations
 KU5038.and is referenced to NAD 83.
 KU5038
 KU5038.The geoid height was determined by GEOID03.
 KU5038
 KU5038;                    North         East     Units Scale Factor Converg.
 KU5038;SPC NY L     -    63,891.328   342,356.125   MT  0.99999671   +0 19 40.8
 KU5038;SPC NY L     -   209,616.80  1,123,213.39   sFT  0.99999671   +0 19 40.8
 KU5038;UTM  18      - 4,511,083.195   626,771.698   MT  0.99979781   +0 58 48.2
 KU5038
 KU5038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5038!SPC NY L     -   0.99999991  x   0.99999671  =   0.99999662
 KU5038!UTM  18      -   0.99999991  x   0.99979781  =   0.99979772
 KU5038
 KU5038|---------------------------------------------------------------------|
 KU5038| PID    Reference Object                     Distance      Geod. Az  |
 KU5038|                                                           dddmmss.s |
 KU5038| KU5057 15E 13N AZ                          206.323 METERS 27206     |
 KU5038|---------------------------------------------------------------------|
 KU5038
 KU5038                          SUPERSEDED SURVEY CONTROL
 KU5038
 KU5038  ELLIP H (01/11/99)    0.55   (m)                       GP(       ) 4 1
 KU5038  NAD 83(1996)-  40 44 27.36719(N)    073 29 54.68731(W) AD(       ) 1
 KU5038  NAD 83(1992)-  40 44 27.36704(N)    073 29 54.68702(W) AD(       ) 1
 KU5038  NAD 83(1986)-  40 44 27.36780(N)    073 29 54.68815(W) AD(       ) 1
 KU5038  NGVD 29 (03/24/92)   32.1    (m)          105.     (f) GPS OBS        
 KU5038
 KU5038.Superseded values are not recommended for survey control.
 KU5038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5038.See file dsdata.txt to determine how the superseded data were derived.
 KU5038
 KU5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2677211083(NAD 83)
 KU5038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5038_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5038_STAMPING: 15E13N
 KU5038_MARK LOGO: NYDPW 
 KU5038_PROJECTION: RECESSED 8 CENTIMETERS
 KU5038_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5038+STABILITY: POSITION/ELEVATION WELL
 KU5038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5038+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 KU5038_ROD/PIPE-DEPTH: 20.6 meters
 KU5038_SLEEVE-DEPTH  : 1.52 meters
 KU5038
 KU5038  HISTORY     - Date     Condition        Report By
 KU5038  HISTORY     - 1989     MONUMENTED       SBAS
 KU5038  HISTORY     - 19901018 GOOD
 KU5038
 KU5038                          STATION DESCRIPTION
 KU5038
 KU5038'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5038'THE POINT IS LOCATED IN BETHPAGE, TOWN OF HEMPSTEAD, 22 FEET (6.7 M)
 KU5038'NORTH OF THE CENTERLINE OF FIDDLER LANE AND 182 FEET (55.5 M) WEST OF
 KU5038'THE CENTERLINE OF NORTH ROAD,IN THE CONCRETE SIDEWALK.
 KU5038'THE LOCATION TIES ARE 43.2 FEET (13.2 M) FROM THE SOUTH EAST CORNER OF
 KU5038'HOUSE NUMBER 3689, 41.7 FEET (12.7 M) FROM THE SOUTH WEST CORNER OF
 KU5038'HOUSE NUMBER 3689 AND 19.8 FEET (6.0 M) FROM THE HYDRANT.
 KU5038
 KU5038                          STATION RECOVERY (1990)
 KU5038
 KU5038'RECOVERED 1990
 KU5038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5057 ***********************************************************************
 KU5057  DESIGNATION -  15E 13N AZ
 KU5057  PID         -  KU5057
 KU5057  STATE/COUNTY-  NY/NASSAU
 KU5057  USGS QUAD   -  FREEPORT (1979)
 KU5057
 KU5057                         *CURRENT SURVEY CONTROL
 KU5057  ___________________________________________________________________
 KU5057* NAD 83(1996)-  40 44 27.60987(N)    073 30 03.47639(W)     ADJUSTED  
 KU5057* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 KU5057  ___________________________________________________________________
 KU5057  X           -   1,374,389.021 (meters)                     COMP
 KU5057  Y           -  -4,640,146.754 (meters)                     COMP
 KU5057  Z           -   4,140,673.995 (meters)                     COMP
 KU5057  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KU5057  ELLIP HEIGHT-           0.51  (meters)          (12/03/02) GPS OBS
 KU5057  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU5057
 KU5057  HORZ ORDER  -  FIRST
 KU5057  ELLP ORDER  -  FOURTH    CLASS II
 KU5057
 KU5057.The horizontal coordinates were established by GPS observations
 KU5057.and adjusted by the National Geodetic Survey in January 1999..
 KU5057
 KU5057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5057
 KU5057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5057
 KU5057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5057
 KU5057.The ellipsoidal height was determined by GPS observations
 KU5057.and is referenced to NAD 83.
 KU5057
 KU5057.The geoid height was determined by GEOID03.
 KU5057
 KU5057;                    North         East     Units Scale Factor Converg.
 KU5057;SPC NY L     -    63,897.730   342,149.902   MT  0.99999670   +0 19 35.1
 KU5057;SPC NY L     -   209,637.80  1,122,536.80   sFT  0.99999670   +0 19 35.1
 KU5057;UTM  18      - 4,511,087.249   626,565.456   MT  0.99979717   +0 58 42.5
 KU5057
 KU5057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5057!SPC NY L     -   0.99999992  x   0.99999670  =   0.99999662
 KU5057!UTM  18      -   0.99999992  x   0.99979717  =   0.99979709
 KU5057
 KU5057:                Primary Azimuth Mark                     Grid Az
 KU5057:SPC NY L     -  15E 12N AZ                               171 45 34.7
 KU5057:UTM  18      -  15E 12N AZ                               171 06 27.3
 KU5057
 KU5057|---------------------------------------------------------------------|
 KU5057| PID    Reference Object                     Distance      Geod. Az  |
 KU5057|                                                           dddmmss.s |
 KU5057| KU5056 15E 12N AZ                          APPROX. 1.5 KM 1720509.8 |
 KU5057|---------------------------------------------------------------------|
 KU5057
 KU5057                          SUPERSEDED SURVEY CONTROL
 KU5057
 KU5057  ELLIP H (01/11/99)    0.51   (m)                       GP(       ) 4 1
 KU5057  NAD 83(1996)-  40 44 27.61289(N)    073 30 03.47526(W) AD(       ) 1
 KU5057  NAD 83(1992)-  40 44 27.61274(N)    073 30 03.47497(W) AD(       ) 1
 KU5057  NAD 83(1986)-  40 44 27.61345(N)    073 30 03.47609(W) AD(       ) 1
 KU5057  NGVD 29 (03/24/92)   32.0    (m)          105.     (f) GPS OBS        
 KU5057
 KU5057.Superseded values are not recommended for survey control.
 KU5057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5057.See file dsdata.txt to determine how the superseded data were derived.
 KU5057
 KU5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2656511087(NAD 83)
 KU5057_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5057_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5057_STAMPING: 15E13NAZ
 KU5057_MARK LOGO: NYDPW 
 KU5057_PROJECTION: RECESSED 8 CENTIMETERS
 KU5057_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5057+STABILITY: POSITION/ELEVATION WELL
 KU5057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5057+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 KU5057_ROD/PIPE-DEPTH: 20.6 meters
 KU5057_SLEEVE-DEPTH  : 1.52 meters
 KU5057
 KU5057  HISTORY     - Date     Condition        Report By
 KU5057  HISTORY     - 1989     MONUMENTED       SBAS
 KU5057  HISTORY     - 19901018 GOOD
 KU5057
 KU5057                          STATION DESCRIPTION
 KU5057
 KU5057'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5057'THE POINT IS LOCATED IN BETHPAGE, TOWN OF HEMPSTEAD, 50 FEET (15.2 M)
 KU5057'WEST OF THE CENTERLINE OF ELDER PLACE AND 22 FEET (6.7 M) NORTH OF THE
 KU5057'CENTERLINE OF FIDDLER LANE,IN THE CONCRETE SIDEWALK.
 KU5057'THE LOCATION TIES ARE 31.3 FEET (9.5 M) FROM THE SOUTH EAST CORNER OF
 KU5057'HOUSE NUMBER 3619, 31.1 FEET (9.5 M) FROM THE LIGHT POLE ON THE
 KU5057'CORNER AND 39.9 FEET (12.2 M) FROM THE WATER VALVE ON ELDER PLACE.
 KU5057
 KU5057                          STATION RECOVERY (1990)
 KU5057
 KU5057'RECOVERED 1990
 KU5057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5039 ***********************************************************************
 KU5039  DESIGNATION -  15E 14N
 KU5039  PID         -  KU5039
 KU5039  STATE/COUNTY-  NY/NASSAU
 KU5039  USGS QUAD   -  HUNTINGTON (1979)
 KU5039
 KU5039                         *CURRENT SURVEY CONTROL
 KU5039  ___________________________________________________________________
 KU5039* NAD 83(1996)-  40 45 13.48989(N)    073 29 29.50681(W)     ADJUSTED  
 KU5039* NAVD 88     -        37.4    (meters)     123.     (feet)  VERTCON   
 KU5039  ___________________________________________________________________
 KU5039  X           -   1,374,891.942 (meters)                     COMP
 KU5039  Y           -  -4,639,038.884 (meters)                     COMP
 KU5039  Z           -   4,141,749.994 (meters)                     COMP
 KU5039  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KU5039  ELLIP HEIGHT-           6.34  (meters)          (12/03/02) GPS OBS
 KU5039  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU5039
 KU5039  HORZ ORDER  -  FIRST
 KU5039  ELLP ORDER  -  FOURTH    CLASS II
 KU5039
 KU5039.The horizontal coordinates were established by GPS observations
 KU5039.and adjusted by the National Geodetic Survey in January 1999..
 KU5039
 KU5039.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5039
 KU5039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5039
 KU5039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5039
 KU5039.The ellipsoidal height was determined by GPS observations
 KU5039.and is referenced to NAD 83.
 KU5039
 KU5039.The geoid height was determined by GEOID03.
 KU5039
 KU5039;                    North         East     Units Scale Factor Converg.
 KU5039;SPC NY L     -    65,317.543   342,938.669   MT  0.99999631   +0 19 57.3
 KU5039;SPC NY L     -   214,295.97  1,125,124.62   sFT  0.99999631   +0 19 57.3
 KU5039;UTM  18      - 4,512,515.665   627,337.859   MT  0.99979958   +0 59 05.6
 KU5039
 KU5039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5039!SPC NY L     -   0.99999901  x   0.99999631  =   0.99999532
 KU5039!UTM  18      -   0.99999901  x   0.99979958  =   0.99979859
 KU5039
 KU5039:                Primary Azimuth Mark                     Grid Az
 KU5039:SPC NY L     -  15E 14N AZ                               093 49 50.7
 KU5039:UTM  18      -  15E 14N AZ                               093 10 42.4
 KU5039
 KU5039|---------------------------------------------------------------------|
 KU5039| PID    Reference Object                     Distance      Geod. Az  |
 KU5039|                                                           dddmmss.s |
 KU5039| KU5058 15E 14N AZ                          APPROX. 0.6 KM 0940948.0 |
 KU5039|---------------------------------------------------------------------|
 KU5039
 KU5039                          SUPERSEDED SURVEY CONTROL
 KU5039
 KU5039  ELLIP H (01/11/99)    6.34   (m)                       GP(       ) 4 1
 KU5039  NAD 83(1996)-  40 45 13.49288(N)    073 29 29.50569(W) AD(       ) 1
 KU5039  NAD 83(1992)-  40 45 13.49274(N)    073 29 29.50540(W) AD(       ) 1
 KU5039  NAD 83(1986)-  40 45 13.49343(N)    073 29 29.50648(W) AD(       ) 1
 KU5039  NGVD 29 (03/24/92)   37.8    (m)          124.     (f) GPS OBS        
 KU5039
 KU5039.Superseded values are not recommended for survey control.
 KU5039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5039.See file dsdata.txt to determine how the superseded data were derived.
 KU5039
 KU5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2733812516(NAD 83)
 KU5039_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5039_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5039_STAMPING: 15E14N
 KU5039_MARK LOGO: NYDPW 
 KU5039_PROJECTION: RECESSED 8 CENTIMETERS
 KU5039_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5039+STABILITY: POSITION/ELEVATION WELL
 KU5039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5039+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU5039_ROD/PIPE-DEPTH: 20.6 meters
 KU5039_SLEEVE-DEPTH  : 1.52 meters
 KU5039
 KU5039  HISTORY     - Date     Condition        Report By
 KU5039  HISTORY     - 1990     MONUMENTED       SBAS
 KU5039
 KU5039                          STATION DESCRIPTION
 KU5039
 KU5039'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5039'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 21 FEET (6.4 M)
 KU5039'SOUTH OF THE CENTERLINE OF SYCAMORE AVENUE AND 40 FEET (12.2 M) EAST
 KU5039'OF THE CENTERLINE OF NORTH 11TH STREET,IN THE CONCRETE SIDEWALK.
 KU5039'THE LOCATION TIES ARE 42.5 FEET (13.0 M) FROM THE CENTER OF THE
 KU5039'HYDRANT, 48.6 FEET (14.8 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5039'33.8 FEET (10.3 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER 207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5058 ***********************************************************************
 KU5058  DESIGNATION -  15E 14N AZ
 KU5058  PID         -  KU5058
 KU5058  STATE/COUNTY-  NY/NASSAU
 KU5058  USGS QUAD   -  HUNTINGTON (1979)
 KU5058
 KU5058                         *CURRENT SURVEY CONTROL
 KU5058  ___________________________________________________________________
 KU5058* NAD 83(1996)-  40 45 12.11546(N)    073 29 04.69084(W)     ADJUSTED  
 KU5058* NAVD 88     -        35.8    (meters)     117.     (feet)  VERTCON   
 KU5058  ___________________________________________________________________
 KU5058  X           -   1,375,457.581 (meters)                     COMP
 KU5058  Y           -  -4,638,898.801 (meters)                     COMP
 KU5058  Z           -   4,141,716.826 (meters)                     COMP
 KU5058  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KU5058  ELLIP HEIGHT-           4.73  (meters)          (12/03/02) GPS OBS
 KU5058  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU5058
 KU5058  HORZ ORDER  -  FIRST
 KU5058  ELLP ORDER  -  FOURTH    CLASS II
 KU5058
 KU5058.The horizontal coordinates were established by GPS observations
 KU5058.and adjusted by the National Geodetic Survey in January 1999..
 KU5058
 KU5058.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5058
 KU5058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5058
 KU5058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5058
 KU5058.The ellipsoidal height was determined by GPS observations
 KU5058.and is referenced to NAD 83.
 KU5058
 KU5058.The geoid height was determined by GEOID03.
 KU5058
 KU5058;                    North         East     Units Scale Factor Converg.
 KU5058;SPC NY L     -    65,278.549   343,521.031   MT  0.99999632   +0 20 13.5
 KU5058;SPC NY L     -   214,168.04  1,127,035.25   sFT  0.99999632   +0 20 13.5
 KU5058;UTM  18      - 4,512,483.310   627,920.513   MT  0.99980141   +0 59 21.7
 KU5058
 KU5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5058!SPC NY L     -   0.99999926  x   0.99999632  =   0.99999558
 KU5058!UTM  18      -   0.99999926  x   0.99980141  =   0.99980067
 KU5058
 KU5058:                Primary Azimuth Mark                     Grid Az
 KU5058:SPC NY L     -  15E 14N                                  273 49 50.7
 KU5058:UTM  18      -  15E 14N                                  273 10 42.5
 KU5058
 KU5058|---------------------------------------------------------------------|
 KU5058| PID    Reference Object                     Distance      Geod. Az  |
 KU5058|                                                           dddmmss.s |
 KU5058| KU5039 15E 14N                             APPROX. 0.6 KM 2741004.2 |
 KU5058|---------------------------------------------------------------------|
 KU5058
 KU5058                          SUPERSEDED SURVEY CONTROL
 KU5058
 KU5058  ELLIP H (01/11/99)    4.74   (m)                       GP(       ) 4 1
 KU5058  NAD 83(1996)-  40 45 12.11845(N)    073 29 04.68973(W) AD(       ) 1
 KU5058  NAD 83(1992)-  40 45 12.11830(N)    073 29 04.68944(W) AD(       ) 1
 KU5058  NAD 83(1986)-  40 45 12.11902(N)    073 29 04.69049(W) AD(       ) 1
 KU5058  NGVD 29 (03/24/92)   36.2    (m)          119.     (f) GPS OBS        
 KU5058
 KU5058.Superseded values are not recommended for survey control.
 KU5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5058.See file dsdata.txt to determine how the superseded data were derived.
 KU5058
 KU5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2792112483(NAD 83)
 KU5058_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5058_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5058_STAMPING: 15E14NAZ
 KU5058_MARK LOGO: NYDPW 
 KU5058_PROJECTION: RECESSED 8 CENTIMETERS
 KU5058_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5058+STABILITY: POSITION/ELEVATION WELL
 KU5058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5058+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KU5058_ROD/PIPE-DEPTH: 20.6 meters
 KU5058_SLEEVE-DEPTH  : 1.52 meters
 KU5058
 KU5058  HISTORY     - Date     Condition        Report By
 KU5058  HISTORY     - 1990     MONUMENTED       SBAS
 KU5058
 KU5058                          STATION DESCRIPTION
 KU5058
 KU5058'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5058'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 24 FEET (7.3 M)
 KU5058'SOUTH OF THE CENTERLINE OF SYCAMORE AVENUE AND 19 FEET (5.8 M) EAST OF
 KU5058'THE CENTERLINE OF NORTH 3RD STREET,IN THE CONCRETE SIDEWALK.
 KU5058'THE LOCATION TIES ARE 37.8 FEET (11.5 M) FROM THE CENTER OF THE SEWER
 KU5058'MANHOLE, 53.8 FEET (16.4 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU5058'31.8 FEET (9.7 M) FROM THE NORTH WEST CORNER OF THE WOOD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5040 ***********************************************************************
 KU5040  DESIGNATION -  15E 15N
 KU5040  PID         -  KU5040
 KU5040  STATE/COUNTY-  NY/NASSAU
 KU5040  USGS QUAD   -  HUNTINGTON (1979)
 KU5040
 KU5040                         *CURRENT SURVEY CONTROL
 KU5040  ___________________________________________________________________
 KU5040* NAD 83(1996)-  40 46 21.24295(N)    073 29 45.20778(W)     ADJUSTED  
 KU5040* NAVD 88     -        46.6    (meters)     153.     (feet)  VERTCON   
 KU5040  ___________________________________________________________________
 KU5040  X           -   1,374,153.122 (meters)                     COMP
 KU5040  Y           -  -4,637,841.803 (meters)                     COMP
 KU5040  Z           -   4,143,338.980 (meters)                     COMP
 KU5040  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KU5040  ELLIP HEIGHT-          15.53  (meters)          (12/03/02) GPS OBS
 KU5040  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU5040
 KU5040  HORZ ORDER  -  FIRST
 KU5040  ELLP ORDER  -  FOURTH    CLASS II
 KU5040
 KU5040.The horizontal coordinates were established by GPS observations
 KU5040.and adjusted by the National Geodetic Survey in January 1999..
 KU5040
 KU5040.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5040
 KU5040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5040
 KU5040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5040
 KU5040.The ellipsoidal height was determined by GPS observations
 KU5040.and is referenced to NAD 83.
 KU5040
 KU5040.The geoid height was determined by GEOID03.
 KU5040
 KU5040;                    North         East     Units Scale Factor Converg.
 KU5040;SPC NY L     -    67,405.353   342,558.342   MT  0.99999581   +0 19 47.0
 KU5040;SPC NY L     -   221,145.73  1,123,876.83   sFT  0.99999581   +0 19 47.0
 KU5040;UTM  18      - 4,514,598.598   626,933.860   MT  0.99979832   +0 58 56.6
 KU5040
 KU5040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5040!SPC NY L     -   0.99999756  x   0.99999581  =   0.99999337
 KU5040!UTM  18      -   0.99999756  x   0.99979832  =   0.99979588
 KU5040
 KU5040|---------------------------------------------------------------------|
 KU5040| PID    Reference Object                     Distance      Geod. Az  |
 KU5040|                                                           dddmmss.s |
 KU5040| KU5059 15E 15N AZ                          282.715 METERS 26716     |
 KU5040|---------------------------------------------------------------------|
 KU5040
 KU5040                          SUPERSEDED SURVEY CONTROL
 KU5040
 KU5040  ELLIP H (01/11/99)   15.53   (m)                       GP(       ) 4 1
 KU5040  NAD 83(1996)-  40 46 21.24594(N)    073 29 45.20667(W) AD(       ) 1
 KU5040  NAD 83(1992)-  40 46 21.24579(N)    073 29 45.20639(W) AD(       ) 1
 KU5040  NAD 83(1986)-  40 46 21.24656(N)    073 29 45.20763(W) AD(       ) 1
 KU5040  NGVD 29 (03/24/92)   46.9    (m)          154.     (f) GPS OBS        
 KU5040
 KU5040.Superseded values are not recommended for survey control.
 KU5040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5040.See file dsdata.txt to determine how the superseded data were derived.
 KU5040
 KU5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2693414599(NAD 83)
 KU5040_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5040_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5040_STAMPING: 15E15N
 KU5040_MARK LOGO: NYDPW 
 KU5040_PROJECTION: RECESSED 8 CENTIMETERS
 KU5040_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5040+STABILITY: POSITION/ELEVATION WELL
 KU5040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5040+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 KU5040_ROD/PIPE-DEPTH: 20.6 meters
 KU5040_SLEEVE-DEPTH  : 1.52 meters
 KU5040
 KU5040  HISTORY     - Date     Condition        Report By
 KU5040  HISTORY     - 1989     MONUMENTED       SBAS
 KU5040  HISTORY     - 19910114 GOOD
 KU5040
 KU5040                          STATION DESCRIPTION
 KU5040
 KU5040'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5040'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 23 FEET
 KU5040'(7.0 M) EAST OF THE CENTERLINE OF NIXON DRIVE AND 25 FEET (7.6 M)
 KU5040'SOUTH OF THE EXTENDED CENTERLINE OF ELDORADO BOULEVARD,IN THE CONCRETE
 KU5040'SIDEWALK.
 KU5040'THE LOCATION TIES ARE 26.2 FEET (8.0 M) FROM THE CENTER OF THE SEWER
 KU5040'MANHOLE, 33.2 FEET (10.1 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU5040'NUMBER 11 AND 36.1 FEET (11.0 M) FROM THE NORTH EAST CORNER OF THE
 KU5040'CATCH BASIN ON THE WEST SIDE OF NIXON DRIVE.
 KU5040
 KU5040                          STATION RECOVERY (1991)
 KU5040
 KU5040'RECOVERED 1991
 KU5040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5059 ***********************************************************************
 KU5059  DESIGNATION -  15E 15N AZ
 KU5059  PID         -  KU5059
 KU5059  STATE/COUNTY-  NY/NASSAU
 KU5059  USGS QUAD   -  HUNTINGTON (1979)
 KU5059
 KU5059                         *CURRENT SURVEY CONTROL
 KU5059  ___________________________________________________________________
 KU5059* NAD 83(1996)-  40 46 20.80652(N)    073 29 57.24964(W)     ADJUSTED  
 KU5059* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 KU5059  ___________________________________________________________________
 KU5059  X           -   1,373,884.844 (meters)                     COMP
 KU5059  Y           -  -4,637,930.406 (meters)                     COMP
 KU5059  Z           -   4,143,328.746 (meters)                     COMP
 KU5059  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KU5059  ELLIP HEIGHT-          15.47  (meters)          (12/03/02) GPS OBS
 KU5059  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU5059
 KU5059  HORZ ORDER  -  FIRST
 KU5059  ELLP ORDER  -  FOURTH    CLASS II
 KU5059
 KU5059.The horizontal coordinates were established by GPS observations
 KU5059.and adjusted by the National Geodetic Survey in January 1999..
 KU5059
 KU5059.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5059
 KU5059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5059
 KU5059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5059
 KU5059.The ellipsoidal height was determined by GPS observations
 KU5059.and is referenced to NAD 83.
 KU5059
 KU5059.The geoid height was determined by GEOID03.
 KU5059
 KU5059;                    North         East     Units Scale Factor Converg.
 KU5059;SPC NY L     -    67,390.271   342,276.030   MT  0.99999581   +0 19 39.1
 KU5059;SPC NY L     -   221,096.25  1,122,950.61   sFT  0.99999581   +0 19 39.1
 KU5059;UTM  18      - 4,514,580.305   626,651.795   MT  0.99979744   +0 58 48.8
 KU5059
 KU5059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5059!SPC NY L     -   0.99999757  x   0.99999581  =   0.99999338
 KU5059!UTM  18      -   0.99999757  x   0.99979744  =   0.99979501
 KU5059
 KU5059|---------------------------------------------------------------------|
 KU5059| PID    Reference Object                     Distance      Geod. Az  |
 KU5059|                                                           dddmmss.s |
 KU5059| KU5040 15E 15N                             282.715 METERS 08716     |
 KU5059|---------------------------------------------------------------------|
 KU5059
 KU5059                          SUPERSEDED SURVEY CONTROL
 KU5059
 KU5059  ELLIP H (01/11/99)   15.47   (m)                       GP(       ) 4 1
 KU5059  NAD 83(1996)-  40 46 20.80949(N)    073 29 57.24855(W) AD(       ) 1
 KU5059  NAD 83(1992)-  40 46 20.80935(N)    073 29 57.24827(W) AD(       ) 1
 KU5059  NAD 83(1986)-  40 46 20.81011(N)    073 29 57.24936(W) AD(       ) 1
 KU5059  NGVD 29 (03/24/92)   46.9    (m)          154.     (f) GPS OBS        
 KU5059
 KU5059.Superseded values are not recommended for survey control.
 KU5059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5059.See file dsdata.txt to determine how the superseded data were derived.
 KU5059
 KU5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2665214580(NAD 83)
 KU5059_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5059_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5059_STAMPING: 15E15NAZ
 KU5059_MARK LOGO: NYDPW 
 KU5059_PROJECTION: RECESSED 8 CENTIMETERS
 KU5059_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5059+STABILITY: POSITION/ELEVATION WELL
 KU5059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5059+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5059_ROD/PIPE-DEPTH: 20.6 meters
 KU5059_SLEEVE-DEPTH  : 1.52 meters
 KU5059
 KU5059  HISTORY     - Date     Condition        Report By
 KU5059  HISTORY     - 1989     MONUMENTED       SBAS
 KU5059  HISTORY     - 19910115 GOOD
 KU5059
 KU5059                          STATION DESCRIPTION
 KU5059
 KU5059'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5059'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 50 FEET
 KU5059'(15.2 M) EAST OF THE CENTERLINE OF UNIVERSAL BOULEVARD AND 26 FEET
 KU5059'(7.9 M) NORTH OF THE CENTERLINE OF ELDORADO BOULEVARD,IN THE CONCRETE
 KU5059'SIDEWALK.
 KU5059'THE LOCATION TIES ARE 33.9 FEET (10.3 M) FROM THE SOUTH WEST CORNER OF
 KU5059'HOUSE NUMBER 26, 54.4 FEET (16.6 M) FROM THE CENTER OF THE SEWER
 KU5059'MANHOLE AND 35.8 FEET (10.9 M) FROM THE NORTH EAST CORNER OF THE
 KU5059'CATCH BASIN.
 KU5059
 KU5059                          STATION RECOVERY (1991)
 KU5059
 KU5059'RECOVERED 1991
 KU5059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5041 ***********************************************************************
 KU5041  DESIGNATION -  15E 16N
 KU5041  PID         -  KU5041
 KU5041  STATE/COUNTY-  NY/NASSAU
 KU5041  USGS QUAD   -  HUNTINGTON (1979)
 KU5041
 KU5041                         *CURRENT SURVEY CONTROL
 KU5041  ___________________________________________________________________
 KU5041* NAD 83(1996)-  40 47 14.27940(N)    073 29 46.28894(W)     ADJUSTED  
 KU5041* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 KU5041  ___________________________________________________________________
 KU5041  X           -   1,373,826.877 (meters)                     COMP
 KU5041  Y           -  -4,636,829.939 (meters)                     COMP
 KU5041  Z           -   4,144,582.757 (meters)                     COMP
 KU5041  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KU5041  ELLIP HEIGHT-          23.09  (meters)          (12/03/02) GPS OBS
 KU5041  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU5041
 KU5041  HORZ ORDER  -  FIRST
 KU5041  ELLP ORDER  -  FOURTH    CLASS II
 KU5041
 KU5041.The horizontal coordinates were established by GPS observations
 KU5041.and adjusted by the National Geodetic Survey in January 1999..
 KU5041
 KU5041.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5041
 KU5041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5041
 KU5041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5041
 KU5041.The ellipsoidal height was determined by GPS observations
 KU5041.and is referenced to NAD 83.
 KU5041
 KU5041.The geoid height was determined by GEOID03.
 KU5041
 KU5041;                    North         East     Units Scale Factor Converg.
 KU5041;SPC NY L     -    69,041.195   342,523.579   MT  0.99999550   +0 19 46.3
 KU5041;SPC NY L     -   226,512.65  1,123,762.78   sFT  0.99999550   +0 19 46.3
 KU5041;UTM  18      - 4,516,233.615   626,880.472   MT  0.99979815   +0 58 57.0
 KU5041
 KU5041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5041!SPC NY L     -   0.99999638  x   0.99999550  =   0.99999188
 KU5041!UTM  18      -   0.99999638  x   0.99979815  =   0.99979453
 KU5041
 KU5041|---------------------------------------------------------------------|
 KU5041| PID    Reference Object                     Distance      Geod. Az  |
 KU5041|                                                           dddmmss.s |
 KU5041| KU5060 15E 16N AZ                          167.339 METERS 12957     |
 KU5041|---------------------------------------------------------------------|
 KU5041
 KU5041                          SUPERSEDED SURVEY CONTROL
 KU5041
 KU5041  ELLIP H (01/11/99)   23.09   (m)                       GP(       ) 4 1
 KU5041  NAD 83(1996)-  40 47 14.28235(N)    073 29 46.28787(W) AD(       ) 1
 KU5041  NAD 83(1992)-  40 47 14.28221(N)    073 29 46.28759(W) AD(       ) 1
 KU5041  NAD 83(1986)-  40 47 14.28303(N)    073 29 46.28884(W) AD(       ) 1
 KU5041  NGVD 29 (03/24/92)   54.5    (m)          179.     (f) GPS OBS        
 KU5041
 KU5041.Superseded values are not recommended for survey control.
 KU5041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5041.See file dsdata.txt to determine how the superseded data were derived.
 KU5041
 KU5041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2688016234(NAD 83)
 KU5041_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5041_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5041_STAMPING: 15E16N
 KU5041_MARK LOGO: NYDPW 
 KU5041_PROJECTION: RECESSED 8 CENTIMETERS
 KU5041_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5041+STABILITY: POSITION/ELEVATION WELL
 KU5041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5041+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5041_ROD/PIPE-DEPTH: 20.6 meters
 KU5041_SLEEVE-DEPTH  : 1.52 meters
 KU5041
 KU5041  HISTORY     - Date     Condition        Report By
 KU5041  HISTORY     - 1989     MONUMENTED       SBAS
 KU5041  HISTORY     - 19910115 GOOD
 KU5041
 KU5041                          STATION DESCRIPTION
 KU5041
 KU5041'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5041'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 24 FEET
 KU5041'(7.3 M) SOUTH OF THE CENTERLINE OF ACORN LANE AND 26 FEET (7.9 M)
 KU5041'WEST OF THE CENTERLINE OF CHESTNUT DRIVE,IN THE CONCRETE SIDEWALK.
 KU5041'THE LOCATION TIES ARE 40.6 FEET (12.4 M) FROM THE CENTER OF THE WATER
 KU5041'METER OF HOUSE NUMBER 1 ACORN LANE, 48.2 FEET (14.7 M) FROM THE
 KU5041'CENTER OF THE SEWER MANHOLE AND 53.4 FEET (16.3 M) FROM THE CENTER OF
 KU5041'THE LIGHT POLE ON THE EAST SIDE OF THE CHESTNUT DRIVE.
 KU5041
 KU5041                          STATION RECOVERY (1991)
 KU5041
 KU5041'RECOVERED 1991
 KU5041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5060 ***********************************************************************
 KU5060  DESIGNATION -  15E 16N AZ
 KU5060  PID         -  KU5060
 KU5060  STATE/COUNTY-  NY/NASSAU
 KU5060  USGS QUAD   -  HUNTINGTON (1979)
 KU5060
 KU5060                         *CURRENT SURVEY CONTROL
 KU5060  ___________________________________________________________________
 KU5060* NAD 83(1996)-  40 47 10.79574(N)    073 29 40.81784(W)     ADJUSTED  
 KU5060* NAVD 88     -        53.7    (meters)     176.     (feet)  VERTCON   
 KU5060  ___________________________________________________________________
 KU5060  X           -   1,373,969.723 (meters)                     COMP
 KU5060  Y           -  -4,636,860.506 (meters)                     COMP
 KU5060  Z           -   4,144,501.125 (meters)                     COMP
 KU5060  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KU5060  ELLIP HEIGHT-          22.68  (meters)          (12/03/02) GPS OBS
 KU5060  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU5060
 KU5060  HORZ ORDER  -  FIRST
 KU5060  ELLP ORDER  -  FOURTH    CLASS II
 KU5060
 KU5060.The horizontal coordinates were established by GPS observations
 KU5060.and adjusted by the National Geodetic Survey in January 1999..
 KU5060
 KU5060.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5060
 KU5060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5060
 KU5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5060
 KU5060.The ellipsoidal height was determined by GPS observations
 KU5060.and is referenced to NAD 83.
 KU5060
 KU5060.The geoid height was determined by GEOID03.
 KU5060
 KU5060;                    North         East     Units Scale Factor Converg.
 KU5060;SPC NY L     -    68,934.475   342,652.470   MT  0.99999552   +0 19 49.9
 KU5060;SPC NY L     -   226,162.52  1,124,185.65   sFT  0.99999552   +0 19 49.9
 KU5060;UTM  18      - 4,516,128.391   627,010.546   MT  0.99979856   +0 59 00.5
 KU5060
 KU5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5060!SPC NY L     -   0.99999644  x   0.99999552  =   0.99999196
 KU5060!UTM  18      -   0.99999644  x   0.99979856  =   0.99979500
 KU5060
 KU5060|---------------------------------------------------------------------|
 KU5060| PID    Reference Object                     Distance      Geod. Az  |
 KU5060|                                                           dddmmss.s |
 KU5060| KU5041 15E 16N                             167.339 METERS 30957     |
 KU5060|---------------------------------------------------------------------|
 KU5060
 KU5060                          SUPERSEDED SURVEY CONTROL
 KU5060
 KU5060  ELLIP H (01/11/99)   22.68   (m)                       GP(       ) 4 1
 KU5060  NAD 83(1996)-  40 47 10.79869(N)    073 29 40.81677(W) AD(       ) 1
 KU5060  NAD 83(1992)-  40 47 10.79854(N)    073 29 40.81649(W) AD(       ) 1
 KU5060  NAD 83(1986)-  40 47 10.79933(N)    073 29 40.81777(W) AD(       ) 1
 KU5060  NGVD 29 (03/24/92)   54.0    (m)          177.     (f) GPS OBS        
 KU5060
 KU5060.Superseded values are not recommended for survey control.
 KU5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5060.See file dsdata.txt to determine how the superseded data were derived.
 KU5060
 KU5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2701116128(NAD 83)
 KU5060_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5060_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5060_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5060_STAMPING: 15E16NAZ
 KU5060_MARK LOGO: NYDPW 
 KU5060_PROJECTION: RECESSED 8 CENTIMETERS
 KU5060_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5060+STABILITY: POSITION/ELEVATION WELL
 KU5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5060+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1990
 KU5060_ROD/PIPE-DEPTH: 3.64 meters
 KU5060_SLEEVE-DEPTH  : 1.52 meters
 KU5060
 KU5060  HISTORY     - Date     Condition        Report By
 KU5060  HISTORY     - 1989     MONUMENTED       SBAS
 KU5060  HISTORY     - 19901218 GOOD
 KU5060
 KU5060                          STATION DESCRIPTION
 KU5060
 KU5060'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5060'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 32 FEET
 KU5060'(9.8 M) NORTH OF THE CENTERLINE OF ACORN LANE AND 22 FEET (6.7 M)
 KU5060'EAST OF THE CENTERLINE OF CHESTNUT DRIVE,IN THE CONCRETE SIDEWALK.
 KU5060'THE LOCATION TIES ARE 39.3 FEET (12.0 M) FROM THE CENTER OF THE
 KU5060'HYDRANT, 28.1 FEET (8.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5060'28.5 FEET (8.7 M) FROM THE SOUTH WEST CORNER OF THE DRIVEWAY APRON OF
 KU5060'HOUSE NUMBER 55 ACORN LANE.
 KU5060
 KU5060                          STATION RECOVERY (1990)
 KU5060
 KU5060'RECOVERED 1990
 KU5060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5042 ***********************************************************************
 KU5042  DESIGNATION -  15E 17N
 KU5042  PID         -  KU5042
 KU5042  STATE/COUNTY-  NY/NASSAU
 KU5042  USGS QUAD   -  HUNTINGTON (1979)
 KU5042
 KU5042                         *CURRENT SURVEY CONTROL
 KU5042  ___________________________________________________________________
 KU5042* NAD 83(1996)-  40 47 56.91729(N)    073 29 54.37848(W)     ADJUSTED  
 KU5042* NAVD 88     -        58.4    (meters)     192.     (feet)  VERTCON   
 KU5042  ___________________________________________________________________
 KU5042  X           -   1,373,401.877 (meters)                     COMP
 KU5042  Y           -  -4,636,063.049 (meters)                     COMP
 KU5042  Z           -   4,145,581.336 (meters)                     COMP
 KU5042  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KU5042  ELLIP HEIGHT-          27.42  (meters)          (12/03/02) GPS OBS
 KU5042  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 KU5042
 KU5042  HORZ ORDER  -  FIRST
 KU5042  ELLP ORDER  -  FOURTH    CLASS II
 KU5042
 KU5042.The horizontal coordinates were established by GPS observations
 KU5042.and adjusted by the National Geodetic Survey in January 1999..
 KU5042
 KU5042.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5042
 KU5042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5042
 KU5042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5042
 KU5042.The ellipsoidal height was determined by GPS observations
 KU5042.and is referenced to NAD 83.
 KU5042
 KU5042.The geoid height was determined by GEOID03.
 KU5042
 KU5042;                    North         East     Units Scale Factor Converg.
 KU5042;SPC NY L     -    70,355.339   342,326.386   MT  0.99999529   +0 19 41.0
 KU5042;SPC NY L     -   230,824.14  1,123,115.82   sFT  0.99999529   +0 19 41.0
 KU5042;UTM  18      - 4,517,545.166   626,668.355   MT  0.99979749   +0 58 52.6
 KU5042
 KU5042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5042!SPC NY L     -   0.99999570  x   0.99999529  =   0.99999099
 KU5042!UTM  18      -   0.99999570  x   0.99979749  =   0.99979319
 KU5042
 KU5042:                Primary Azimuth Mark                     Grid Az
 KU5042:SPC NY L     -  15E 17N AZ                               004 11 30.1
 KU5042:UTM  18      -  15E 17N AZ                               003 32 18.5
 KU5042
 KU5042|---------------------------------------------------------------------|
 KU5042| PID    Reference Object                     Distance      Geod. Az  |
 KU5042|                                                           dddmmss.s |
 KU5042| KU5061 15E 17N AZ                          404.017 METERS 0043111.1 |
 KU5042|---------------------------------------------------------------------|
 KU5042
 KU5042                          SUPERSEDED SURVEY CONTROL
 KU5042
 KU5042  ELLIP H (01/11/99)   27.43   (m)                       GP(       ) 4 1
 KU5042  NAD 83(1996)-  40 47 56.92022(N)    073 29 54.37741(W) AD(       ) 1
 KU5042  NAD 83(1992)-  40 47 56.92008(N)    073 29 54.37713(W) AD(       ) 1
 KU5042  NAD 83(1986)-  40 47 56.92088(N)    073 29 54.37838(W) AD(       ) 1
 KU5042  NGVD 29 (03/24/92)   58.7    (m)          193.     (f) GPS OBS        
 KU5042
 KU5042.Superseded values are not recommended for survey control.
 KU5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5042.See file dsdata.txt to determine how the superseded data were derived.
 KU5042
 KU5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2666817545(NAD 83)
 KU5042_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5042_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5042_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5042_STAMPING: 15E17N
 KU5042_MARK LOGO: NYDPW 
 KU5042_PROJECTION: RECESSED 8 CENTIMETERS
 KU5042_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5042+STABILITY: POSITION/ELEVATION WELL
 KU5042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5042+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1990
 KU5042_ROD/PIPE-DEPTH: 16.4 meters
 KU5042_SLEEVE-DEPTH  : 1.52 meters
 KU5042
 KU5042  HISTORY     - Date     Condition        Report By
 KU5042  HISTORY     - 1989     MONUMENTED       SBAS
 KU5042  HISTORY     - 19901218 GOOD
 KU5042
 KU5042                          STATION DESCRIPTION
 KU5042
 KU5042'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5042'THE POINT IS LOCATED IN LOCUST GROVE, TOWN OF OYSTER BAY, 38 FEET
 KU5042'(11.6 M) NORTH OF THE CENTERLINE OF THE NORTH SERVICE ROAD OF THE
 KU5042'LONG ISLAND EXPRESSWAY AND 20 FEET (6.1 M) WEST OF THE CENTERLINE OF
 KU5042'EVELYN LANE,IN THE CONCRETE SIDEWALK.
 KU5042'THE LOCATION TIES ARE 34.0 FEET (10.4 M) FROM THE CENTER OF THE SEWER
 KU5042'MANHOLE, 5.9 FEET (1.8 M) FROM THE CENTER OF THE HYDRANT AND 29.0
 KU5042'FEET (8.8 M) FROM THE NORTH EAST CORNER OF THE CATCH BASIN.
 KU5042
 KU5042                          STATION RECOVERY (1990)
 KU5042
 KU5042'RECOVERED 1990
 KU5042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5061 ***********************************************************************
 KU5061  DESIGNATION -  15E 17N AZ
 KU5061  PID         -  KU5061
 KU5061  STATE/COUNTY-  NY/NASSAU
 KU5061  USGS QUAD   -  HUNTINGTON (1979)
 KU5061
 KU5061                         *CURRENT SURVEY CONTROL
 KU5061  ___________________________________________________________________
 KU5061* NAD 83(1996)-  40 48 09.97389(N)    073 29 53.02024(W)     ADJUSTED  
 KU5061* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 KU5061  ___________________________________________________________________
 KU5061  X           -   1,373,358.000 (meters)                     COMP
 KU5061  Y           -  -4,635,802.851 (meters)                     COMP
 KU5061  Z           -   4,145,887.286 (meters)                     COMP
 KU5061  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KU5061  ELLIP HEIGHT-          29.05  (meters)          (12/03/02) GPS OBS
 KU5061  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KU5061
 KU5061  HORZ ORDER  -  FIRST
 KU5061  ELLP ORDER  -  FOURTH    CLASS II
 KU5061
 KU5061.The horizontal coordinates were established by GPS observations
 KU5061.and adjusted by the National Geodetic Survey in January 1999..
 KU5061
 KU5061.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5061
 KU5061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5061
 KU5061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5061
 KU5061.The ellipsoidal height was determined by GPS observations
 KU5061.and is referenced to NAD 83.
 KU5061
 KU5061.The geoid height was determined by GEOID03.
 KU5061
 KU5061;                    North         East     Units Scale Factor Converg.
 KU5061;SPC NY L     -    70,758.272   342,355.916   MT  0.99999524   +0 19 41.9
 KU5061;SPC NY L     -   232,146.10  1,123,212.70   sFT  0.99999524   +0 19 41.9
 KU5061;UTM  18      - 4,517,948.331   626,693.285   MT  0.99979756   +0 58 53.7
 KU5061
 KU5061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5061!SPC NY L     -   0.99999544  x   0.99999524  =   0.99999068
 KU5061!UTM  18      -   0.99999544  x   0.99979756  =   0.99979300
 KU5061
 KU5061:                Primary Azimuth Mark                     Grid Az
 KU5061:SPC NY L     -  15E 17N                                  184 11 30.1
 KU5061:UTM  18      -  15E 17N                                  183 32 18.3
 KU5061
 KU5061|---------------------------------------------------------------------|
 KU5061| PID    Reference Object                     Distance      Geod. Az  |
 KU5061|                                                           dddmmss.s |
 KU5061| KU5042 15E 17N                             404.017 METERS 1843112.0 |
 KU5061|---------------------------------------------------------------------|
 KU5061
 KU5061                          SUPERSEDED SURVEY CONTROL
 KU5061
 KU5061  ELLIP H (01/11/99)   29.06   (m)                       GP(       ) 4 1
 KU5061  NAD 83(1996)-  40 48 09.97682(N)    073 29 53.01919(W) AD(       ) 1
 KU5061  NAD 83(1992)-  40 48 09.97668(N)    073 29 53.01892(W) AD(       ) 1
 KU5061  NAD 83(1986)-  40 48 09.97748(N)    073 29 53.02012(W) AD(       ) 1
 KU5061  NGVD 29 (03/24/92)   60.4    (m)          198.     (f) GPS OBS        
 KU5061
 KU5061.Superseded values are not recommended for survey control.
 KU5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5061.See file dsdata.txt to determine how the superseded data were derived.
 KU5061
 KU5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2669317948(NAD 83)
 KU5061_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5061_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5061_STAMPING: 15E17NAZ
 KU5061_MARK LOGO: NYDPW 
 KU5061_PROJECTION: RECESSED 8 CENTIMETERS
 KU5061_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5061+STABILITY: POSITION/ELEVATION WELL
 KU5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5061+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5061_ROD/PIPE-DEPTH: 5.76 meters
 KU5061_SLEEVE-DEPTH  : 1.52 meters
 KU5061
 KU5061  HISTORY     - Date     Condition        Report By
 KU5061  HISTORY     - 1989     MONUMENTED       SBAS
 KU5061  HISTORY     - 19910221 GOOD
 KU5061
 KU5061                          STATION DESCRIPTION
 KU5061
 KU5061'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5061'THE POINT IS LOCATED IN LOCUST GROVE, TOWN OF OYSTER BAY, 20 FEET
 KU5061'(6.1 M) SOUTH OF THE CENTERLINE OF KATHLEEN DRIVE NORTH AND 22 FEET
 KU5061'(6.7 M) EAST OF THE CENTERLINE OF EVELYN DRIVE,IN THE CONCRETE
 KU5061'SIDEWALK.
 KU5061'THE LOCATION TIES ARE 23.0 FEET (7.0 M) FROM THE CENTER OF THE SEWER
 KU5061'MANHOLE, 42.6 FEET (13.0 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU5061'NUMBER 42 AND 46.3 FEET (14.1 M) FROM THE CENTER OF THE LIGHT POLE.
 KU5061
 KU5061                          STATION RECOVERY (1991)
 KU5061
 KU5061'RECOVERED 1991
 KU5061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5043 ***********************************************************************
 KU5043  DESIGNATION -  15E 18N
 KU5043  PID         -  KU5043
 KU5043  STATE/COUNTY-  NY/NASSAU
 KU5043  USGS QUAD   -  HICKSVILLE (1979)
 KU5043
 KU5043                         *CURRENT SURVEY CONTROL
 KU5043  ___________________________________________________________________
 KU5043* NAD 83(1996)-  40 48 52.37460(N)    073 30 00.70926(W)     ADJUSTED  
 KU5043* NAVD 88     -        57.8    (meters)     190.     (feet)  VERTCON   
 KU5043  ___________________________________________________________________
 KU5043  X           -   1,372,941.942 (meters)                     COMP
 KU5043  Y           -  -4,635,032.846 (meters)                     COMP
 KU5043  Z           -   4,146,875.825 (meters)                     COMP
 KU5043  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KU5043  ELLIP HEIGHT-          26.84  (meters)          (12/03/02) GPS OBS
 KU5043  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU5043
 KU5043  HORZ ORDER  -  FIRST
 KU5043  ELLP ORDER  -  FOURTH    CLASS II
 KU5043
 KU5043.The horizontal coordinates were established by GPS observations
 KU5043.and adjusted by the National Geodetic Survey in January 1999..
 KU5043
 KU5043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5043
 KU5043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5043
 KU5043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5043
 KU5043.The ellipsoidal height was determined by GPS observations
 KU5043.and is referenced to NAD 83.
 KU5043
 KU5043.The geoid height was determined by GEOID03.
 KU5043
 KU5043;                    North         East     Units Scale Factor Converg.
 KU5043;SPC NY L     -    72,065.161   342,168.224   MT  0.99999509   +0 19 36.9
 KU5043;SPC NY L     -   236,433.78  1,122,596.91   sFT  0.99999509   +0 19 36.9
 KU5043;UTM  18      - 4,519,252.736   626,490.741   MT  0.99979693   +0 58 49.5
 KU5043
 KU5043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5043!SPC NY L     -   0.99999579  x   0.99999509  =   0.99999088
 KU5043!UTM  18      -   0.99999579  x   0.99979693  =   0.99979272
 KU5043
 KU5043:                Primary Azimuth Mark                     Grid Az
 KU5043:SPC NY L     -  15E 19N AZ                               011 41 24.8
 KU5043:UTM  18      -  15E 19N AZ                               011 02 12.2
 KU5043
 KU5043|---------------------------------------------------------------------|
 KU5043| PID    Reference Object                     Distance      Geod. Az  |
 KU5043|                                                           dddmmss.s |
 KU5043| KU5063 15E 19N AZ                          APPROX. 1.6 KM 0120101.7 |
 KU5043|---------------------------------------------------------------------|
 KU5043
 KU5043                          SUPERSEDED SURVEY CONTROL
 KU5043
 KU5043  ELLIP H (01/11/99)   26.84   (m)                       GP(       ) 4 1
 KU5043  NAD 83(1996)-  40 48 52.37753(N)    073 30 00.70820(W) AD(       ) 1
 KU5043  NAD 83(1992)-  40 48 52.37739(N)    073 30 00.70794(W) AD(       ) 1
 KU5043  NAD 83(1986)-  40 48 52.37818(N)    073 30 00.70936(W) AD(       ) 1
 KU5043  NGVD 29 (03/24/92)   58.1    (m)          191.     (f) GPS OBS        
 KU5043
 KU5043.Superseded values are not recommended for survey control.
 KU5043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5043.See file dsdata.txt to determine how the superseded data were derived.
 KU5043
 KU5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2649119253(NAD 83)
 KU5043_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5043_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5043_STAMPING: 15E18N
 KU5043_MARK LOGO: NYDPW 
 KU5043_PROJECTION: RECESSED 8 CENTIMETERS
 KU5043_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5043+STABILITY: POSITION/ELEVATION WELL
 KU5043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5043+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5043_ROD/PIPE-DEPTH: 20.6 meters
 KU5043_SLEEVE-DEPTH  : 1.52 meters
 KU5043
 KU5043  HISTORY     - Date     Condition        Report By
 KU5043  HISTORY     - 1989     MONUMENTED       SBAS
 KU5043  HISTORY     - 19910221 GOOD
 KU5043
 KU5043                          STATION DESCRIPTION
 KU5043
 KU5043'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5043'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 17 FEET (5.2 M)
 KU5043'EAST OF THE CENTERLINE OF FIELDSTONE DRIVE AND 216 FEET (65.8 M) SOUTH
 KU5043'OF THE CENTERLINE OF EDGEWOOD DRIVE,IN THE GRASS BETWEEN THE CURB AND
 KU5043'THE SIDEWALK.
 KU5043'THE LOCATION TIES ARE 86.1 FEET (26.2 M) FROM THE CENTER OF THE SEWER
 KU5043'MANHOLE, 35.2 FEET (10.7 M) FROM THE CENTER OF THE UTILITY POLE AND
 KU5043'38.4 FEET (11.7 M) FROM THE SOUTH WEST CORNER OF HOUSE NUMBER 27.
 KU5043
 KU5043                          STATION RECOVERY (1991)
 KU5043
 KU5043'RECOVERED 1991
 KU5043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5062 ***********************************************************************
 KU5062  DESIGNATION -  15E 18N AZ
 KU5062  PID         -  KU5062
 KU5062  STATE/COUNTY-  NY/NASSAU
 KU5062  USGS QUAD   -  HICKSVILLE (1979)
 KU5062
 KU5062                         *CURRENT SURVEY CONTROL
 KU5062  ___________________________________________________________________
 KU5062* NAD 83(1996)-  40 48 45.64261(N)    073 30 01.88302(W)     ADJUSTED  
 KU5062* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 KU5062  ___________________________________________________________________
 KU5062  X           -   1,372,954.142 (meters)                     COMP
 KU5062  Y           -  -4,635,170.894 (meters)                     COMP
 KU5062  Z           -   4,146,718.742 (meters)                     COMP
 KU5062  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KU5062  ELLIP HEIGHT-          26.97  (meters)          (12/03/02) GPS OBS
 KU5062  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU5062
 KU5062  HORZ ORDER  -  FIRST
 KU5062  ELLP ORDER  -  FOURTH    CLASS II
 KU5062
 KU5062.The horizontal coordinates were established by GPS observations
 KU5062.and adjusted by the National Geodetic Survey in January 1999..
 KU5062
 KU5062.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5062
 KU5062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5062
 KU5062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5062
 KU5062.The ellipsoidal height was determined by GPS observations
 KU5062.and is referenced to NAD 83.
 KU5062
 KU5062.The geoid height was determined by GEOID03.
 KU5062
 KU5062;                    North         East     Units Scale Factor Converg.
 KU5062;SPC NY L     -    71,857.345   342,141.900   MT  0.99999511   +0 19 36.1
 KU5062;SPC NY L     -   235,751.97  1,122,510.55   sFT  0.99999511   +0 19 36.1
 KU5062;UTM  18      - 4,519,044.674   626,466.794   MT  0.99979686   +0 58 48.6
 KU5062
 KU5062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5062!SPC NY L     -   0.99999577  x   0.99999511  =   0.99999088
 KU5062!UTM  18      -   0.99999577  x   0.99979686  =   0.99979263
 KU5062
 KU5062|---------------------------------------------------------------------|
 KU5062| PID    Reference Object                     Distance      Geod. Az  |
 KU5062|                                                           dddmmss.s |
 KU5062| KU5043 15E 18N                             209.478 METERS 00733     |
 KU5062|---------------------------------------------------------------------|
 KU5062
 KU5062                          SUPERSEDED SURVEY CONTROL
 KU5062
 KU5062  ELLIP H (01/11/99)   26.98   (m)                       GP(       ) 4 1
 KU5062  NAD 83(1996)-  40 48 45.64553(N)    073 30 01.88197(W) AD(       ) 1
 KU5062  NAD 83(1992)-  40 48 45.64539(N)    073 30 01.88172(W) AD(       ) 1
 KU5062  NAD 83(1986)-  40 48 45.64623(N)    073 30 01.88326(W) AD(       ) 1
 KU5062  NGVD 29 (03/24/92)   58.2    (m)          191.     (f) GPS OBS        
 KU5062
 KU5062.Superseded values are not recommended for survey control.
 KU5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5062.See file dsdata.txt to determine how the superseded data were derived.
 KU5062
 KU5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2646719045(NAD 83)
 KU5062_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5062_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5062_STAMPING: 15E18NAZ
 KU5062_MARK LOGO: NYDPW 
 KU5062_PROJECTION: RECESSED 8 CENTIMETERS
 KU5062_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5062+STABILITY: POSITION/ELEVATION WELL
 KU5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5062+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU5062_ROD/PIPE-DEPTH: 20.6 meters
 KU5062_SLEEVE-DEPTH  : 1.52 meters
 KU5062
 KU5062  HISTORY     - Date     Condition        Report By
 KU5062  HISTORY     - 1989     MONUMENTED       SBAS
 KU5062  HISTORY     - 19910213 GOOD
 KU5062
 KU5062                          STATION DESCRIPTION
 KU5062
 KU5062'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5062'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 210 FEET
 KU5062'(64.0 M) SOUTH OF THE CENTERLINE OF MEADOW LANE AND 17 FEET (5.2 M)
 KU5062'WEST OF THE CENTERLINE OF FIELDSTONE DRIVE,IN THE GRASS BETWEEN THE
 KU5062'CURB AND THE SIDEWALK.
 KU5062'THE LOCATION TIES ARE 92.0 FEET (28.0 M) FROM THE HYDRANT, 36.0 FEET
 KU5062'(11.0 M) FROM THE UTILITY POLE AND 61.5 FEET (18.7 M) FROM THE SEWER
 KU5062'MANHOLE.
 KU5062
 KU5062                          STATION RECOVERY (1991)
 KU5062
 KU5062'RECOVERED 1991
 KU5062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5044 ***********************************************************************
 KU5044  DESIGNATION -  15E 19N
 KU5044  PID         -  KU5044
 KU5044  STATE/COUNTY-  NY/NASSAU
 KU5044  USGS QUAD   -  HUNTINGTON (1979)
 KU5044
 KU5044                         *CURRENT SURVEY CONTROL
 KU5044  ___________________________________________________________________
 KU5044* NAD 83(1996)-  40 49 48.04986(N)    073 29 46.13089(W)     ADJUSTED  
 KU5044* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 KU5044  ___________________________________________________________________
 KU5044  X           -   1,372,952.305 (meters)                     COMP
 KU5044  Y           -  -4,633,865.118 (meters)                     COMP
 KU5044  Z           -   4,148,180.695 (meters)                     COMP
 KU5044  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KU5044  ELLIP HEIGHT-          34.81  (meters)          (12/03/02) GPS OBS
 KU5044  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU5044
 KU5044  HORZ ORDER  -  FIRST
 KU5044  ELLP ORDER  -  FOURTH    CLASS II
 KU5044
 KU5044.The horizontal coordinates were established by GPS observations
 KU5044.and adjusted by the National Geodetic Survey in January 1999..
 KU5044
 KU5044.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5044
 KU5044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5044
 KU5044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5044
 KU5044.The ellipsoidal height was determined by GPS observations
 KU5044.and is referenced to NAD 83.
 KU5044
 KU5044.The geoid height was determined by GEOID03.
 KU5044
 KU5044;                    North         East     Units Scale Factor Converg.
 KU5044;SPC NY L     -    73,784.516   342,500.001   MT  0.99999496   +0 19 46.4
 KU5044;SPC NY L     -   242,074.70  1,123,685.42   sFT  0.99999496   +0 19 46.4
 KU5044;UTM  18      - 4,520,975.423   626,802.820   MT  0.99979790   +0 59 00.2
 KU5044
 KU5044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5044!SPC NY L     -   0.99999454  x   0.99999496  =   0.99998950
 KU5044!UTM  18      -   0.99999454  x   0.99979790  =   0.99979244
 KU5044
 KU5044|---------------------------------------------------------------------|
 KU5044| PID    Reference Object                     Distance      Geod. Az  |
 KU5044|                                                           dddmmss.s |
 KU5044| KU5063 15E 19N AZ                          175.886 METERS 18421     |
 KU5044|---------------------------------------------------------------------|
 KU5044
 KU5044                          SUPERSEDED SURVEY CONTROL
 KU5044
 KU5044  ELLIP H (01/11/99)   34.82   (m)                       GP(       ) 4 1
 KU5044  NAD 83(1996)-  40 49 48.05279(N)    073 29 46.12984(W) AD(       ) 1
 KU5044  NAD 83(1992)-  40 49 48.05265(N)    073 29 46.12958(W) AD(       ) 1
 KU5044  NAD 83(1986)-  40 49 48.05349(N)    073 29 46.13107(W) AD(       ) 1
 KU5044  NGVD 29 (03/24/92)   66.0    (m)          217.     (f) GPS OBS        
 KU5044
 KU5044.Superseded values are not recommended for survey control.
 KU5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5044.See file dsdata.txt to determine how the superseded data were derived.
 KU5044
 KU5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2680320975(NAD 83)
 KU5044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5044_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5044_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5044_STAMPING: 15E19N
 KU5044_MARK LOGO: NYDPW 
 KU5044_PROJECTION: RECESSED 8 CENTIMETERS
 KU5044_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5044+STABILITY: POSITION/ELEVATION WELL
 KU5044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5044+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1991
 KU5044_ROD/PIPE-DEPTH: 20.6 meters
 KU5044_SLEEVE-DEPTH  : 1.52 meters
 KU5044
 KU5044  HISTORY     - Date     Condition        Report By
 KU5044  HISTORY     - 1989     MONUMENTED       SBAS
 KU5044  HISTORY     - 19910329 GOOD
 KU5044
 KU5044                          STATION DESCRIPTION
 KU5044
 KU5044'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5044'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 23 FEET (7.0 M)
 KU5044'NORTH OF THE CENTERLINE OF LAUREL LANE AND 23 FEET (7.0 M) EAST OF THE
 KU5044'CENTERLINE OF AZALEA DRIVE,IN THE CONCRETE SIDEWALK.
 KU5044'THE LOCATION TIES ARE 44.3 FEET (13.5 M) FROM THE SOUTH WEST CORNER OF
 KU5044'HOUSE NUMBER 16, 37.0 FEET (11.3 M) FROM THE SEWER MANHOLE, 46.8 FEET
 KU5044'(14.3 M) FROM THE WATER VALVE AND 7.7 FEET (2.3 M) FROM THE FACE OF
 KU5044'THE CURB.
 KU5044
 KU5044                          STATION RECOVERY (1991)
 KU5044
 KU5044'RECOVERED 1991
 KU5044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5063 ***********************************************************************
 KU5063  DESIGNATION -  15E 19N AZ
 KU5063  PID         -  KU5063
 KU5063  STATE/COUNTY-  NY/NASSAU
 KU5063  USGS QUAD   -  HUNTINGTON (1979)
 KU5063
 KU5063                         *CURRENT SURVEY CONTROL
 KU5063  ___________________________________________________________________
 KU5063* NAD 83(1996)-  40 49 42.36445(N)    073 29 46.69996(W)     ADJUSTED  
 KU5063* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 KU5063  ___________________________________________________________________
 KU5063  X           -   1,372,971.886 (meters)                     COMP
 KU5063  Y           -  -4,633,978.143 (meters)                     COMP
 KU5063  Z           -   4,148,047.356 (meters)                     COMP
 KU5063  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KU5063  ELLIP HEIGHT-          33.84  (meters)          (12/03/02) GPS OBS
 KU5063  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU5063
 KU5063  HORZ ORDER  -  FIRST
 KU5063  ELLP ORDER  -  FOURTH    CLASS II
 KU5063
 KU5063.The horizontal coordinates were established by GPS observations
 KU5063.and adjusted by the National Geodetic Survey in January 1999..
 KU5063
 KU5063.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5063
 KU5063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5063
 KU5063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5063
 KU5063.The ellipsoidal height was determined by GPS observations
 KU5063.and is referenced to NAD 83.
 KU5063
 KU5063.The geoid height was determined by GEOID03.
 KU5063
 KU5063;                    North         East     Units Scale Factor Converg.
 KU5063;SPC NY L     -    73,609.063   342,487.676   MT  0.99999497   +0 19 46.0
 KU5063;SPC NY L     -   241,499.07  1,123,644.98   sFT  0.99999497   +0 19 46.0
 KU5063;UTM  18      - 4,520,799.875   626,792.500   MT  0.99979787   +0 58 59.7
 KU5063
 KU5063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5063!SPC NY L     -   0.99999469  x   0.99999497  =   0.99998966
 KU5063!UTM  18      -   0.99999469  x   0.99979787  =   0.99979256
 KU5063
 KU5063|---------------------------------------------------------------------|
 KU5063| PID    Reference Object                     Distance      Geod. Az  |
 KU5063|                                                           dddmmss.s |
 KU5063| KU5044 15E 19N                             175.886 METERS 00421     |
 KU5063| KU5043 15E 18N                             APPROX. 1.6 KM 1920110.8 |
 KU5063|---------------------------------------------------------------------|
 KU5063
 KU5063                          SUPERSEDED SURVEY CONTROL
 KU5063
 KU5063  ELLIP H (01/11/99)   33.85   (m)                       GP(       ) 4 1
 KU5063  NAD 83(1996)-  40 49 42.36737(N)    073 29 46.69891(W) AD(       ) 1
 KU5063  NAD 83(1992)-  40 49 42.36724(N)    073 29 46.69865(W) AD(       ) 1
 KU5063  NAD 83(1986)-  40 49 42.36804(N)    073 29 46.70011(W) AD(       ) 1
 KU5063  NGVD 29 (03/24/92)   65.1    (m)          214.     (f) GPS OBS        
 KU5063
 KU5063.Superseded values are not recommended for survey control.
 KU5063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5063.See file dsdata.txt to determine how the superseded data were derived.
 KU5063
 KU5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2679220800(NAD 83)
 KU5063_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5063_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5063_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5063_STAMPING: 15E19NAZ
 KU5063_MARK LOGO: NYDPW 
 KU5063_PROJECTION: RECESSED 8 CENTIMETERS
 KU5063_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5063+STABILITY: POSITION/ELEVATION WELL
 KU5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5063+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 KU5063_ROD/PIPE-DEPTH: 20.6 meters
 KU5063_SLEEVE-DEPTH  : 1.52 meters
 KU5063
 KU5063  HISTORY     - Date     Condition        Report By
 KU5063  HISTORY     - 1989     MONUMENTED       SBAS
 KU5063  HISTORY     - 19910208 GOOD
 KU5063
 KU5063                          STATION DESCRIPTION
 KU5063
 KU5063'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5063'THE POINT IS LOCATED IN SYOSSET, TOWN OF OYSTER BAY, 101 FEET
 KU5063'(30.8 M) NORTH OF THE CENTERLINE OF CROCUS DRIVE AND 17 FEET (5.2 M)
 KU5063'WEST OF THE CENTERLINE OF AZALEA DRIVE,IN THE GRASS BETWEEN THE CURB
 KU5063'AND THE SIDEWALK.
 KU5063'THE LOCATION TIES ARE 38.6 FEET (11.8 M) FROM THE SEWER MANHOLE, 68.7
 KU5063'FEET (20.9 M) FROM THE EASTERLY MANHOLE CASTING, 59.8 FEET (18.2 M)
 KU5063'FROM THE WESTERLY MANHOLE CASTING AND 1.6 FEET (0.5 M) FROM THE FACE
 KU5063'OF THE CURB.
 KU5063
 KU5063                          STATION RECOVERY (1991)
 KU5063
 KU5063'RECOVERED 1991
 KU5063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5045 ***********************************************************************
 KU5045  DESIGNATION -  15E 20N
 KU5045  PID         -  KU5045
 KU5045  STATE/COUNTY-  NY/NASSAU
 KU5045  USGS QUAD   -  HICKSVILLE (1979)
 KU5045
 KU5045                         *CURRENT SURVEY CONTROL
 KU5045  ___________________________________________________________________
 KU5045* NAD 83(1996)-  40 50 27.98184(N)    073 29 58.40291(W)     ADJUSTED  
 KU5045* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 KU5045  ___________________________________________________________________
 KU5045  X           -   1,372,450.010 (meters)                     COMP
 KU5045  Y           -  -4,633,181.849 (meters)                     COMP
 KU5045  Z           -   4,149,119.290 (meters)                     COMP
 KU5045  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KU5045  ELLIP HEIGHT-          44.94  (meters)          (12/03/02) GPS OBS
 KU5045  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU5045
 KU5045  HORZ ORDER  -  FIRST
 KU5045  ELLP ORDER  -  FOURTH    CLASS II
 KU5045
 KU5045.The horizontal coordinates were established by GPS observations
 KU5045.and adjusted by the National Geodetic Survey in January 1999..
 KU5045
 KU5045.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5045
 KU5045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5045
 KU5045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5045
 KU5045.The ellipsoidal height was determined by GPS observations
 KU5045.and is referenced to NAD 83.
 KU5045
 KU5045.The geoid height was determined by GEOID03.
 KU5045
 KU5045;                    North         East     Units Scale Factor Converg.
 KU5045;SPC NY L     -    75,014.640   342,205.426   MT  0.99999491   +0 19 38.4
 KU5045;SPC NY L     -   246,110.53  1,122,718.97   sFT  0.99999491   +0 19 38.4
 KU5045;UTM  18      - 4,522,201.863   626,494.286   MT  0.99979694   +0 58 52.9
 KU5045
 KU5045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5045!SPC NY L     -   0.99999295  x   0.99999491  =   0.99998786
 KU5045!UTM  18      -   0.99999295  x   0.99979694  =   0.99978989
 KU5045
 KU5045:                Primary Azimuth Mark                     Grid Az
 KU5045:SPC NY L     -  15E 20N AZ                               122 17 33.1
 KU5045:UTM  18      -  15E 20N AZ                               121 38 18.6
 KU5045
 KU5045|---------------------------------------------------------------------|
 KU5045| PID    Reference Object                     Distance      Geod. Az  |
 KU5045|                                                           dddmmss.s |
 KU5045| KU5064 15E 20N AZ                          417.337 METERS 1223711.5 |
 KU5045|---------------------------------------------------------------------|
 KU5045
 KU5045                          SUPERSEDED SURVEY CONTROL
 KU5045
 KU5045  ELLIP H (01/11/99)   44.95   (m)                       GP(       ) 4 1
 KU5045  NAD 83(1996)-  40 50 27.98476(N)    073 29 58.40186(W) AD(       ) 1
 KU5045  NAD 83(1992)-  40 50 27.98462(N)    073 29 58.40161(W) AD(       ) 1
 KU5045  NAD 83(1986)-  40 50 27.98545(N)    073 29 58.40318(W) AD(       ) 1
 KU5045  NGVD 29 (03/24/92)   76.1    (m)          250.     (f) GPS OBS        
 KU5045
 KU5045.Superseded values are not recommended for survey control.
 KU5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5045.See file dsdata.txt to determine how the superseded data were derived.
 KU5045
 KU5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2649422202(NAD 83)
 KU5045_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5045_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5045_STAMPING: 15E20N
 KU5045_MARK LOGO: NYDPW 
 KU5045_PROJECTION: RECESSED 8 CENTIMETERS
 KU5045_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5045+STABILITY: POSITION/ELEVATION WELL
 KU5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5045+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 KU5045_ROD/PIPE-DEPTH: 20.6 meters
 KU5045_SLEEVE-DEPTH  : 1.52 meters
 KU5045
 KU5045  HISTORY     - Date     Condition        Report By
 KU5045  HISTORY     - 1989     MONUMENTED       SBAS
 KU5045  HISTORY     - 19910212 GOOD
 KU5045
 KU5045                          STATION DESCRIPTION
 KU5045
 KU5045'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5045'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 1362 FEET
 KU5045'(415.1 M) WEST OF THE CENTERLINE OF BERRY HILL ROAD AND 7 FEET
 KU5045'(2.1 M) SOUTH OF THE CENTERLINE OF FOXHUNT CRESCENT SOUTH,IN THE
 KU5045'PAVED ROADWAY.
 KU5045'THE LOCATION TIES ARE 39.7 FEET (12.1 M) FROM THE HYDRANT, 59.4 FEET
 KU5045'(18.1 M) FROM THE MANHOLE AND 76.4 FEET (23.3 M) FROM THE MAILBOX.
 KU5045
 KU5045                          STATION RECOVERY (1991)
 KU5045
 KU5045'RECOVERED 1991
 KU5045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5064 ***********************************************************************
 KU5064  DESIGNATION -  15E 20N AZ
 KU5064  PID         -  KU5064
 KU5064  STATE/COUNTY-  NY/NASSAU
 KU5064  USGS QUAD   -  HUNTINGTON (1979)
 KU5064
 KU5064                         *CURRENT SURVEY CONTROL
 KU5064  ___________________________________________________________________
 KU5064* NAD 83(1996)-  40 50 20.68856(N)    073 29 43.39890(W)     ADJUSTED  
 KU5064* NAVD 88     -        73.1    (meters)     240.     (feet)  VERTCON   
 KU5064  ___________________________________________________________________
 KU5064  X           -   1,372,828.248 (meters)                     COMP
 KU5064  Y           -  -4,633,221.108 (meters)                     COMP
 KU5064  Z           -   4,148,947.318 (meters)                     COMP
 KU5064  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 KU5064  ELLIP HEIGHT-          42.24  (meters)          (12/03/02) GPS OBS
 KU5064  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU5064
 KU5064  HORZ ORDER  -  FIRST
 KU5064  ELLP ORDER  -  FOURTH    CLASS II
 KU5064
 KU5064.The horizontal coordinates were established by GPS observations
 KU5064.and adjusted by the National Geodetic Survey in January 1999..
 KU5064
 KU5064.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5064
 KU5064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5064
 KU5064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5064
 KU5064.The ellipsoidal height was determined by GPS observations
 KU5064.and is referenced to NAD 83.
 KU5064
 KU5064.The geoid height was determined by GEOID03.
 KU5064
 KU5064;                    North         East     Units Scale Factor Converg.
 KU5064;SPC NY L     -    74,791.682   342,558.212   MT  0.99999492   +0 19 48.2
 KU5064;SPC NY L     -   245,379.04  1,123,876.40   sFT  0.99999492   +0 19 48.2
 KU5064;UTM  18      - 4,521,982.990   626,849.524   MT  0.99979805   +0 59 02.6
 KU5064
 KU5064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5064!SPC NY L     -   0.99999337  x   0.99999492  =   0.99998829
 KU5064!UTM  18      -   0.99999337  x   0.99979805  =   0.99979143
 KU5064
 KU5064:                Primary Azimuth Mark                     Grid Az
 KU5064:SPC NY L     -  15E 20N                                  302 17 33.1
 KU5064:UTM  18      -  15E 20N                                  301 38 18.7
 KU5064
 KU5064|---------------------------------------------------------------------|
 KU5064| PID    Reference Object                     Distance      Geod. Az  |
 KU5064|                                                           dddmmss.s |
 KU5064| KU5045 15E 20N                             417.337 METERS 3023721.3 |
 KU5064|---------------------------------------------------------------------|
 KU5064
 KU5064                          SUPERSEDED SURVEY CONTROL
 KU5064
 KU5064  ELLIP H (01/11/99)   42.25   (m)                       GP(       ) 4 1
 KU5064  NAD 83(1996)-  40 50 20.69148(N)    073 29 43.39786(W) AD(       ) 1
 KU5064  NAD 83(1992)-  40 50 20.69134(N)    073 29 43.39761(W) AD(       ) 1
 KU5064  NAD 83(1986)-  40 50 20.69221(N)    073 29 43.39907(W) AD(       ) 1
 KU5064  NGVD 29 (03/24/92)   73.4    (m)          241.     (f) GPS OBS        
 KU5064
 KU5064.Superseded values are not recommended for survey control.
 KU5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5064.See file dsdata.txt to determine how the superseded data were derived.
 KU5064
 KU5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2685021983(NAD 83)
 KU5064_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5064_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5064_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5064_STAMPING: 15E20NAZ
 KU5064_MARK LOGO: NYDPW 
 KU5064_PROJECTION: RECESSED 8 CENTIMETERS
 KU5064_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5064+STABILITY: POSITION/ELEVATION WELL
 KU5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5064+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU5064_ROD/PIPE-DEPTH: 20.6 meters
 KU5064_SLEEVE-DEPTH  : 1.52 meters
 KU5064
 KU5064  HISTORY     - Date     Condition        Report By
 KU5064  HISTORY     - 1989     MONUMENTED       SBAS
 KU5064  HISTORY     - 19910213 GOOD
 KU5064
 KU5064                          STATION DESCRIPTION
 KU5064
 KU5064'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5064'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 12 FEET
 KU5064'(3.7 M) NORTH WEST OF THE CENTERLINE OF FOX COURT AND 8 FEET (2.4 M)
 KU5064'SOUTH WEST OF THE CENTERLINE OF FOXHUNT CRESENT SOUTH,IN THE PAVED
 KU5064'ROADWAY.
 KU5064'THE LOCATION TIES ARE 71.1 FEET (21.7 M) FROM THE HYDRANT, 25.1 FEET
 KU5064'(7.7 M) FROM THE WATER VALVE AND 81.0 FEET (24.7 M) FROM THE SOUTH
 KU5064'EAST CORNER OF THE CATCH BASIN.
 KU5064
 KU5064                          STATION RECOVERY (1991)
 KU5064
 KU5064'RECOVERED 1991
 KU5064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5046 ***********************************************************************
 KU5046  DESIGNATION -  15E 21N
 KU5046  PID         -  KU5046
 KU5046  STATE/COUNTY-  NY/NASSAU
 KU5046  USGS QUAD   -  HICKSVILLE (1979)
 KU5046
 KU5046                         *CURRENT SURVEY CONTROL
 KU5046  ___________________________________________________________________
 KU5046* NAD 83(1996)-  40 51 26.48030(N)    073 30 02.42548(W)     ADJUSTED  
 KU5046* NAVD 88     -        40.4    (meters)     133.     (feet)  VERTCON   
 KU5046  ___________________________________________________________________
 KU5046  X           -   1,372,016.840 (meters)                     COMP
 KU5046  Y           -  -4,632,051.243 (meters)                     COMP
 KU5046  Z           -   4,150,461.150 (meters)                     COMP
 KU5046  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 KU5046  ELLIP HEIGHT-           9.54  (meters)          (12/03/02) GPS OBS
 KU5046  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KU5046
 KU5046  HORZ ORDER  -  FIRST
 KU5046  ELLP ORDER  -  FOURTH    CLASS II
 KU5046
 KU5046.The horizontal coordinates were established by GPS observations
 KU5046.and adjusted by the National Geodetic Survey in January 1999..
 KU5046
 KU5046.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5046
 KU5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5046
 KU5046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5046
 KU5046.The ellipsoidal height was determined by GPS observations
 KU5046.and is referenced to NAD 83.
 KU5046
 KU5046.The geoid height was determined by GEOID03.
 KU5046
 KU5046;                    North         East     Units Scale Factor Converg.
 KU5046;SPC NY L     -    76,818.595   342,100.906   MT  0.99999491   +0 19 35.8
 KU5046;SPC NY L     -   252,029.01  1,122,376.06   sFT  0.99999491   +0 19 35.8
 KU5046;UTM  18      - 4,524,004.149   626,369.201   MT  0.99979655   +0 58 51.4
 KU5046
 KU5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5046!SPC NY L     -   0.99999850  x   0.99999491  =   0.99999341
 KU5046!UTM  18      -   0.99999850  x   0.99979655  =   0.99979505
 KU5046
 KU5046|---------------------------------------------------------------------|
 KU5046| PID    Reference Object                     Distance      Geod. Az  |
 KU5046|                                                           dddmmss.s |
 KU5046| KU5065 15E 21N AZ                          236.879 METERS 25004     |
 KU5046|---------------------------------------------------------------------|
 KU5046
 KU5046                          SUPERSEDED SURVEY CONTROL
 KU5046
 KU5046  ELLIP H (01/11/99)    9.54   (m)                       GP(       ) 4 1
 KU5046  NAD 83(1996)-  40 51 26.48322(N)    073 30 02.42444(W) AD(       ) 1
 KU5046  NAD 83(1992)-  40 51 26.48308(N)    073 30 02.42419(W) AD(       ) 1
 KU5046  NAD 83(1986)-  40 51 26.48395(N)    073 30 02.42573(W) AD(       ) 1
 KU5046  NGVD 29 (03/24/92)   40.7    (m)          134.     (f) GPS OBS        
 KU5046
 KU5046.Superseded values are not recommended for survey control.
 KU5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5046.See file dsdata.txt to determine how the superseded data were derived.
 KU5046
 KU5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2636924004(NAD 83)
 KU5046_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5046_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5046_STAMPING: 15E21N
 KU5046_MARK LOGO: NYDPW 
 KU5046_PROJECTION: RECESSED 8 CENTIMETERS
 KU5046_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5046+STABILITY: POSITION/ELEVATION WELL
 KU5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5046+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 KU5046_ROD/PIPE-DEPTH: 19.1 meters
 KU5046_SLEEVE-DEPTH  : 1.52 meters
 KU5046
 KU5046  HISTORY     - Date     Condition        Report By
 KU5046  HISTORY     - 1989     MONUMENTED       SBAS
 KU5046  HISTORY     - 19910220 GOOD
 KU5046
 KU5046                          STATION DESCRIPTION
 KU5046
 KU5046'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5046'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 1315 FEET
 KU5046'(400.8 M) WEST OF THE CENTERLINE OF YELLOW COTE ROAD AND 13 FEET
 KU5046'(4.0 M) SOUTH OF THE CENTERLINE OF WOODLAND DRIVE,IN THE PAVED
 KU5046'ROADWAY.
 KU5046'THE LOCATION TIES ARE 50.0 FEET (15.2 M) FROM THE MANHOLE, 38.8 FEET
 KU5046'(11.8 M) FROM THE HYDRANT AND 67.4 FEET (20.5 M) FROM THE UTILITY
 KU5046'POLE.
 KU5046
 KU5046                          STATION RECOVERY (1991)
 KU5046
 KU5046'RECOVERED 1991
 KU5046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5065 ***********************************************************************
 KU5065  DESIGNATION -  15E 21N AZ
 KU5065  PID         -  KU5065
 KU5065  STATE/COUNTY-  NY/NASSAU
 KU5065  USGS QUAD   -  HICKSVILLE (1979)
 KU5065
 KU5065                         *CURRENT SURVEY CONTROL
 KU5065  ___________________________________________________________________
 KU5065* NAD 83(1996)-  40 51 23.86274(N)    073 30 11.93356(W)     ADJUSTED  
 KU5065* NAVD 88     -        48.6    (meters)     159.     (feet)  VERTCON   
 KU5065  ___________________________________________________________________
 KU5065  X           -   1,371,820.086 (meters)                     COMP
 KU5065  Y           -  -4,632,171.106 (meters)                     COMP
 KU5065  Z           -   4,150,405.469 (meters)                     COMP
 KU5065  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KU5065  ELLIP HEIGHT-          17.78  (meters)          (12/03/02) GPS OBS
 KU5065  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KU5065
 KU5065  HORZ ORDER  -  FIRST
 KU5065  ELLP ORDER  -  FOURTH    CLASS II
 KU5065
 KU5065.The horizontal coordinates were established by GPS observations
 KU5065.and adjusted by the National Geodetic Survey in January 1999..
 KU5065
 KU5065.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5065
 KU5065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5065
 KU5065.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5065
 KU5065.The ellipsoidal height was determined by GPS observations
 KU5065.and is referenced to NAD 83.
 KU5065
 KU5065.The geoid height was determined by GEOID03.
 KU5065
 KU5065;                    North         East     Units Scale Factor Converg.
 KU5065;SPC NY L     -    76,736.585   341,878.677   MT  0.99999491   +0 19 29.5
 KU5065;SPC NY L     -   251,759.95  1,121,646.96   sFT  0.99999491   +0 19 29.5
 KU5065;UTM  18      - 4,523,919.624   626,147.968   MT  0.99979586   +0 58 45.2
 KU5065
 KU5065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5065!SPC NY L     -   0.99999721  x   0.99999491  =   0.99999212
 KU5065!UTM  18      -   0.99999721  x   0.99979586  =   0.99979307
 KU5065
 KU5065|---------------------------------------------------------------------|
 KU5065| PID    Reference Object                     Distance      Geod. Az  |
 KU5065|                                                           dddmmss.s |
 KU5065| KU5046 15E 21N                             236.879 METERS 07004     |
 KU5065|---------------------------------------------------------------------|
 KU5065
 KU5065                          SUPERSEDED SURVEY CONTROL
 KU5065
 KU5065  ELLIP H (01/11/99)   17.78   (m)                       GP(       ) 4 1
 KU5065  NAD 83(1996)-  40 51 23.86566(N)    073 30 11.93252(W) AD(       ) 1
 KU5065  NAD 83(1992)-  40 51 23.86552(N)    073 30 11.93227(W) AD(       ) 1
 KU5065  NAD 83(1986)-  40 51 23.86636(N)    073 30 11.93377(W) AD(       ) 1
 KU5065  NGVD 29 (03/24/92)   48.9    (m)          160.     (f) GPS OBS        
 KU5065
 KU5065.Superseded values are not recommended for survey control.
 KU5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5065.See file dsdata.txt to determine how the superseded data were derived.
 KU5065
 KU5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2614823920(NAD 83)
 KU5065_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5065_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5065_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5065_STAMPING: 15E21NAZ
 KU5065_MARK LOGO: NYDPW 
 KU5065_PROJECTION: RECESSED 8 CENTIMETERS
 KU5065_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5065+STABILITY: POSITION/ELEVATION WELL
 KU5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5065+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 KU5065_ROD/PIPE-DEPTH: 20.6 meters
 KU5065_SLEEVE-DEPTH  : 1.52 meters
 KU5065
 KU5065  HISTORY     - Date     Condition        Report By
 KU5065  HISTORY     - 1989     MONUMENTED       SBAS
 KU5065  HISTORY     - 19910213 GOOD
 KU5065
 KU5065                          STATION DESCRIPTION
 KU5065
 KU5065'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5065'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 2065 FEET
 KU5065'(629.4 M) WEST OF THE CENTERLINE OF YELLOW COTE ROAD AND 14 FEET
 KU5065'(4.3 M) SOUTH OF THE CENTERLINE OF WOODLAND DRIVE,IN THE PAVED
 KU5065'ROADWAY.
 KU5065'THE LOCATION TIES ARE 14.4 FEET (4.4 M) FROM THE WATER METER OF HOUSE
 KU5065'NUMBER 53, 31.5 FEET (9.6 M) FROM THE WEST CORNER OF THE DRIVEWAY ON
 KU5065'THE NORTH SIDE OF WOODLAND DRIVE AND 140.0 FEET (42.7 M) FROM THE
 KU5065'DROP INLET GRATE.
 KU5065
 KU5065                          STATION RECOVERY (1991)
 KU5065
 KU5065'RECOVERED 1991
 KU5065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5047 ***********************************************************************
 KU5047  DESIGNATION -  15E 22N
 KU5047  PID         -  KU5047
 KU5047  STATE/COUNTY-  NY/NASSAU
 KU5047  USGS QUAD   -  HICKSVILLE (1979)
 KU5047
 KU5047                         *CURRENT SURVEY CONTROL
 KU5047  ___________________________________________________________________
 KU5047* NAD 83(1996)-  40 52 20.15966(N)    073 30 08.52935(W)     ADJUSTED  
 KU5047* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 KU5047  ___________________________________________________________________
 KU5047  X           -   1,371,563.915 (meters)                     COMP
 KU5047  Y           -  -4,631,025.387 (meters)                     COMP
 KU5047  Z           -   4,151,688.461 (meters)                     COMP
 KU5047  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KU5047  ELLIP HEIGHT-         -28.60  (meters)          (12/03/02) GPS OBS
 KU5047  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KU5047
 KU5047  HORZ ORDER  -  FIRST
 KU5047  ELLP ORDER  -  FOURTH    CLASS II
 KU5047
 KU5047.The horizontal coordinates were established by GPS observations
 KU5047.and adjusted by the National Geodetic Survey in January 1999..
 KU5047
 KU5047.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5047
 KU5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5047
 KU5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5047
 KU5047.The ellipsoidal height was determined by GPS observations
 KU5047.and is referenced to NAD 83.
 KU5047
 KU5047.The geoid height was determined by GEOID03.
 KU5047
 KU5047;                    North         East     Units Scale Factor Converg.
 KU5047;SPC NY L     -    78,473.625   341,948.542   MT  0.99999498   +0 19 31.8
 KU5047;SPC NY L     -   257,458.88  1,121,876.17   sFT  0.99999498   +0 19 31.8
 KU5047;UTM  18      - 4,525,657.002   626,197.975   MT  0.99979602   +0 58 48.5
 KU5047
 KU5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5047!SPC NY L     -   1.00000449  x   0.99999498  =   0.99999947
 KU5047!UTM  18      -   1.00000449  x   0.99979602  =   0.99980051
 KU5047
 KU5047|---------------------------------------------------------------------|
 KU5047| PID    Reference Object                     Distance      Geod. Az  |
 KU5047|                                                           dddmmss.s |
 KU5047| KU5066 15E 22N AZ                          168.762 METERS 35304     |
 KU5047|---------------------------------------------------------------------|
 KU5047
 KU5047                          SUPERSEDED SURVEY CONTROL
 KU5047
 KU5047  ELLIP H (01/11/99)  -28.59   (m)                       GP(       ) 4 1
 KU5047  NAD 83(1996)-  40 52 20.16257(N)    073 30 08.52831(W) AD(       ) 1
 KU5047  NAD 83(1992)-  40 52 20.16243(N)    073 30 08.52806(W) AD(       ) 1
 KU5047  NAD 83(1986)-  40 52 20.16340(N)    073 30 08.52965(W) AD(       ) 1
 KU5047  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU5047
 KU5047.Superseded values are not recommended for survey control.
 KU5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5047.See file dsdata.txt to determine how the superseded data were derived.
 KU5047
 KU5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2619825657(NAD 83)
 KU5047_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5047_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5047_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5047_STAMPING: 15E22N
 KU5047_MARK LOGO: NYDPW 
 KU5047_PROJECTION: RECESSED 8 CENTIMETERS
 KU5047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5047+STABILITY: POSITION/ELEVATION WELL
 KU5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5047+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 KU5047_ROD/PIPE-DEPTH: 20.6 meters
 KU5047_SLEEVE-DEPTH  : 1.52 meters
 KU5047
 KU5047  HISTORY     - Date     Condition        Report By
 KU5047  HISTORY     - 1989     MONUMENTED       SBAS
 KU5047  HISTORY     - 19910212 GOOD
 KU5047
 KU5047                          STATION DESCRIPTION
 KU5047
 KU5047'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5047'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 0.2 MILES
 KU5047'(0.3 KM) NORTH OF TIFFANY ROAD AND 22 FEET (6.7 M) EAST OF THE
 KU5047'CENTERLINE OF COVE NECK ROAD,IN THE GRASS ADJACENT TO THE EDGE OF THE
 KU5047'PAVEMENT.
 KU5047'THE LOCATION TIES ARE 63.1 FEET (19.2 M) FROM THE NEW YORK TELEPHONE
 KU5047'UTILITY POLE NUMBER 10, 50.0 FEET (15.2 M) FROM THE UTILITY POLE
 KU5047'NUMBER 10S AND 76.7 FEET (23.4 M) FROM THE NEW YORK TELEPHONE UTILITY
 KU5047'POLE NUMBER 9.
 KU5047
 KU5047                          STATION RECOVERY (1991)
 KU5047
 KU5047'RECOVERED 1991
 KU5047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5066 ***********************************************************************
 KU5066  DESIGNATION -  15E 22N AZ
 KU5066  PID         -  KU5066
 KU5066  STATE/COUNTY-  NY/NASSAU
 KU5066  USGS QUAD   -  HICKSVILLE (1979)
 KU5066
 KU5066                         *CURRENT SURVEY CONTROL
 KU5066  ___________________________________________________________________
 KU5066* NAD 83(1996)-  40 52 25.59045(N)    073 30 09.39986(W)     ADJUSTED  
 KU5066* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU5066  ___________________________________________________________________
 KU5066  X           -   1,371,513.229 (meters)                     COMP
 KU5066  Y           -  -4,630,926.026 (meters)                     COMP
 KU5066  Z           -   4,151,815.105 (meters)                     COMP
 KU5066  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KU5066  ELLIP HEIGHT-         -28.65  (meters)          (12/03/02) GPS OBS
 KU5066  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KU5066
 KU5066  HORZ ORDER  -  FIRST
 KU5066  ELLP ORDER  -  FOURTH    CLASS II
 KU5066
 KU5066.The horizontal coordinates were established by GPS observations
 KU5066.and adjusted by the National Geodetic Survey in January 1999..
 KU5066
 KU5066.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5066
 KU5066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5066
 KU5066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5066
 KU5066.The ellipsoidal height was determined by GPS observations
 KU5066.and is referenced to NAD 83.
 KU5066
 KU5066.The geoid height was determined by GEOID03.
 KU5066
 KU5066;                    North         East     Units Scale Factor Converg.
 KU5066;SPC NY L     -    78,641.032   341,927.207   MT  0.99999499   +0 19 31.2
 KU5066;SPC NY L     -   258,008.12  1,121,806.18   sFT  0.99999499   +0 19 31.2
 KU5066;UTM  18      - 4,525,824.122   626,174.734   MT  0.99979595   +0 58 48.0
 KU5066
 KU5066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5066!SPC NY L     -   1.00000449  x   0.99999499  =   0.99999948
 KU5066!UTM  18      -   1.00000449  x   0.99979595  =   0.99980044
 KU5066
 KU5066|---------------------------------------------------------------------|
 KU5066| PID    Reference Object                     Distance      Geod. Az  |
 KU5066|                                                           dddmmss.s |
 KU5066| KU5047 15E 22N                             168.762 METERS 17304     |
 KU5066|---------------------------------------------------------------------|
 KU5066
 KU5066                          SUPERSEDED SURVEY CONTROL
 KU5066
 KU5066  ELLIP H (01/11/99)  -28.65   (m)                       GP(       ) 4 1
 KU5066  NAD 83(1996)-  40 52 25.59336(N)    073 30 09.39883(W) AD(       ) 1
 KU5066  NAD 83(1992)-  40 52 25.59322(N)    073 30 09.39858(W) AD(       ) 1
 KU5066  NAD 83(1986)-  40 52 25.59420(N)    073 30 09.40025(W) AD(       ) 1
 KU5066  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5066
 KU5066.Superseded values are not recommended for survey control.
 KU5066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5066.See file dsdata.txt to determine how the superseded data were derived.
 KU5066
 KU5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2617525824(NAD 83)
 KU5066_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5066_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5066_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5066_STAMPING: 15E22NAZ
 KU5066_MARK LOGO: NYDPW 
 KU5066_PROJECTION: RECESSED 8 CENTIMETERS
 KU5066_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5066+STABILITY: POSITION/ELEVATION WELL
 KU5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5066+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 KU5066_ROD/PIPE-DEPTH: 20.6 meters
 KU5066_SLEEVE-DEPTH  : 1.52 meters
 KU5066
 KU5066  HISTORY     - Date     Condition        Report By
 KU5066  HISTORY     - 1989     MONUMENTED       SBAS
 KU5066  HISTORY     - 19910220 GOOD
 KU5066
 KU5066                          STATION DESCRIPTION
 KU5066
 KU5066'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5066'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 1600 FEET
 KU5066'(487.7 M) NORTH OF TIFFANY ROAD AND 13 FEET (4.0 M) WEST OF THE
 KU5066'CENTERLINE OF COVE NECK ROAD,IN THE GRASS ADJACENT TO THE EDGE OF THE
 KU5066'PAVEMENT.
 KU5066'THE LOCATION TIES ARE 38.5 FEET (11.7 M) FROM THE NEW YORK TELEPHONE
 KU5066'UTILITY POLE NUMBER 15, 52.5 FEET (16.0 M) FROM THE NEW YORK
 KU5066'TELEPHONE UTILITY POLE NUMBER 14 AND 106.0 FEET (32.3 M) FROM THE
 KU5066'SOUTH WEST CORNER OF THE SMALL WHITE SHED/BOOTH.
 KU5066
 KU5066                          STATION RECOVERY (1991)
 KU5066
 KU5066'RECOVERED 1991
 KU5066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5048 ***********************************************************************
 KU5048  DESIGNATION -  15E 23N
 KU5048  PID         -  KU5048
 KU5048  STATE/COUNTY-  NY/NASSAU
 KU5048  USGS QUAD   -  BAYVILLE (1975)
 KU5048
 KU5048                         *CURRENT SURVEY CONTROL
 KU5048  ___________________________________________________________________
 KU5048* NAD 83(1996)-  40 52 41.13310(N)    073 30 15.42924(W)     ADJUSTED  
 KU5048* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 KU5048  ___________________________________________________________________
 KU5048  X           -   1,371,288.840 (meters)                     COMP
 KU5048  Y           -  -4,630,665.504 (meters)                     COMP
 KU5048  Z           -   4,152,177.848 (meters)                     COMP
 KU5048  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 KU5048  ELLIP HEIGHT-         -28.32  (meters)          (12/03/02) GPS OBS
 KU5048  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KU5048
 KU5048  HORZ ORDER  -  FIRST
 KU5048  ELLP ORDER  -  FOURTH    CLASS II
 KU5048
 KU5048.The horizontal coordinates were established by GPS observations
 KU5048.and adjusted by the National Geodetic Survey in January 1999..
 KU5048
 KU5048.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5048
 KU5048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5048
 KU5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5048
 KU5048.The ellipsoidal height was determined by GPS observations
 KU5048.and is referenced to NAD 83.
 KU5048
 KU5048.The geoid height was determined by GEOID03.
 KU5048
 KU5048;                    North         East     Units Scale Factor Converg.
 KU5048;SPC NY L     -    79,119.676   341,783.317   MT  0.99999502   +0 19 27.3
 KU5048;SPC NY L     -   259,578.47  1,121,334.10   sFT  0.99999502   +0 19 27.3
 KU5048;UTM  18      - 4,526,300.995   626,025.413   MT  0.99979548   +0 58 44.4
 KU5048
 KU5048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5048!SPC NY L     -   1.00000444  x   0.99999502  =   0.99999946
 KU5048!UTM  18      -   1.00000444  x   0.99979548  =   0.99979992
 KU5048
 KU5048|---------------------------------------------------------------------|
 KU5048| PID    Reference Object                     Distance      Geod. Az  |
 KU5048|                                                           dddmmss.s |
 KU5048| KU5067 15E 23N AZ                          233.905 METERS 19010     |
 KU5048|---------------------------------------------------------------------|
 KU5048
 KU5048                          SUPERSEDED SURVEY CONTROL
 KU5048
 KU5048  ELLIP H (01/11/99)  -28.31   (m)                       GP(       ) 4 1
 KU5048  NAD 83(1996)-  40 52 41.13601(N)    073 30 15.42820(W) AD(       ) 1
 KU5048  NAD 83(1992)-  40 52 41.13587(N)    073 30 15.42795(W) AD(       ) 1
 KU5048  NAD 83(1986)-  40 52 41.13683(N)    073 30 15.42952(W) AD(       ) 1
 KU5048  NGVD 29 (03/24/92)    2.8    (m)            9.     (f) GPS OBS        
 KU5048
 KU5048.Superseded values are not recommended for survey control.
 KU5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5048.See file dsdata.txt to determine how the superseded data were derived.
 KU5048
 KU5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2602526301(NAD 83)
 KU5048_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5048_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5048_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5048_STAMPING: 15E23N
 KU5048_MARK LOGO: NYDPW 
 KU5048_PROJECTION: RECESSED 8 CENTIMETERS
 KU5048_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5048+STABILITY: POSITION/ELEVATION WELL
 KU5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5048+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991
 KU5048_ROD/PIPE-DEPTH: 20.6 meters
 KU5048_SLEEVE-DEPTH  : 1.52 meters
 KU5048
 KU5048  HISTORY     - Date     Condition        Report By
 KU5048  HISTORY     - 1989     MONUMENTED       SBAS
 KU5048  HISTORY     - 19910403 GOOD
 KU5048
 KU5048                          STATION DESCRIPTION
 KU5048
 KU5048'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5048'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 370 FEET
 KU5048'(112.8 M) SOUTH WEST OF THE CENTERLINE OF TENNIS COURT ROAD AND 15
 KU5048'FEET (4.6 M) SOUTH EAST OF THE CENTERLINE OF COVE NECK ROAD,IN THE
 KU5048'GRASS ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU5048'THE LOCATION TIES ARE 49.7 FEET (15.1 M) FROM THE NEW YORK TELEPHONE
 KU5048'UTILITY POLE NUMBER 32, 88.5 FEET (27.0 M) FROM THE NEW YORK
 KU5048'TELEPHONE UTILITY POLE NUMBER 33 AND 41.0 FEET (12.5 M) FROM THE LAST
 KU5048'POST OF THE CONCRETE RETAINING WALL.
 KU5048
 KU5048                          STATION RECOVERY (1991)
 KU5048
 KU5048'RECOVERED 1991
 KU5048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5067 ***********************************************************************
 KU5067  DESIGNATION -  15E 23N AZ
 KU5067  PID         -  KU5067
 KU5067  STATE/COUNTY-  NY/NASSAU
 KU5067  USGS QUAD   -  BAYVILLE (1975)
 KU5067
 KU5067                         *CURRENT SURVEY CONTROL
 KU5067  ___________________________________________________________________
 KU5067* NAD 83(1996)-  40 52 33.66968(N)    073 30 17.19336(W)     ADJUSTED  
 KU5067* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU5067  ___________________________________________________________________
 KU5067  X           -   1,371,291.945 (meters)                     COMP
 KU5067  Y           -  -4,630,821.462 (meters)                     COMP
 KU5067  Z           -   4,152,003.553 (meters)                     COMP
 KU5067  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 KU5067  ELLIP HEIGHT-         -28.65  (meters)          (12/03/02) GPS OBS
 KU5067  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KU5067
 KU5067  HORZ ORDER  -  FIRST
 KU5067  ELLP ORDER  -  FOURTH    CLASS II
 KU5067
 KU5067.The horizontal coordinates were established by GPS observations
 KU5067.and adjusted by the National Geodetic Survey in January 1999..
 KU5067
 KU5067.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5067
 KU5067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5067
 KU5067.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5067
 KU5067.The ellipsoidal height was determined by GPS observations
 KU5067.and is referenced to NAD 83.
 KU5067
 KU5067.The geoid height was determined by GEOID03.
 KU5067
 KU5067;                    North         East     Units Scale Factor Converg.
 KU5067;SPC NY L     -    78,889.218   341,743.314   MT  0.99999500   +0 19 26.1
 KU5067;SPC NY L     -   258,822.38  1,121,202.86   sFT  0.99999500   +0 19 26.1
 KU5067;UTM  18      - 4,526,070.142   625,988.054   MT  0.99979537   +0 58 43.1
 KU5067
 KU5067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5067!SPC NY L     -   1.00000449  x   0.99999500  =   0.99999949
 KU5067!UTM  18      -   1.00000449  x   0.99979537  =   0.99979986
 KU5067
 KU5067|---------------------------------------------------------------------|
 KU5067| PID    Reference Object                     Distance      Geod. Az  |
 KU5067|                                                           dddmmss.s |
 KU5067| KU5048 15E 23N                             233.905 METERS 01010     |
 KU5067|---------------------------------------------------------------------|
 KU5067
 KU5067                          SUPERSEDED SURVEY CONTROL
 KU5067
 KU5067  ELLIP H (01/11/99)  -28.65   (m)                       GP(       ) 4 1
 KU5067  NAD 83(1996)-  40 52 33.67258(N)    073 30 17.19233(W) AD(       ) 1
 KU5067  NAD 83(1992)-  40 52 33.67244(N)    073 30 17.19209(W) AD(       ) 1
 KU5067  NAD 83(1986)-  40 52 33.67343(N)    073 30 17.19362(W) AD(       ) 1
 KU5067  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5067
 KU5067.Superseded values are not recommended for survey control.
 KU5067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5067.See file dsdata.txt to determine how the superseded data were derived.
 KU5067
 KU5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2598826070(NAD 83)
 KU5067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5067_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5067_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5067_STAMPING: 15E23NAZ
 KU5067_MARK LOGO: NYDPW 
 KU5067_PROJECTION: RECESSED 8 CENTIMETERS
 KU5067_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5067+STABILITY: POSITION/ELEVATION WELL
 KU5067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5067+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 KU5067_ROD/PIPE-DEPTH: 20.6 meters
 KU5067_SLEEVE-DEPTH  : 1.52 meters
 KU5067
 KU5067  HISTORY     - Date     Condition        Report By
 KU5067  HISTORY     - 1989     MONUMENTED       SBAS
 KU5067  HISTORY     - 19910220 GOOD
 KU5067
 KU5067                          STATION DESCRIPTION
 KU5067
 KU5067'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5067'THE POINT IS LOCATED IN OYSTER BAY, TOWN OF OYSTER BAY, 1130 FEET
 KU5067'(344.4 M) SOUTH OF THE CENTERLINE OF TENNIS COURT ROAD AND 19 FEET
 KU5067'(5.8 M) WEST OF THE CENTERLINE OF COVE NECK ROAD,IN THE GRASS
 KU5067'ADJACENT TO THE EDGE OF THE PAVEMENT.
 KU5067'THE LOCATION TIES ARE 35.3 FEET (10.8 M) FROM THE NEW YORK TELEPHONE
 KU5067'UTILITY POLE NUMBER 24, 3.3 FEET (1.0 M) FROM THE 3RD CONCRETE POST
 KU5067'ON THE RETAINING WALL AND 67.8 FEET (20.7 M) FROM THE NEW YORK
 KU5067'TELEPHONE UTILITY POLE NUMBER 25.
 KU5067
 KU5067                          STATION RECOVERY (1991)
 KU5067
 KU5067'RECOVERED 1991
 KU5067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0778 ***********************************************************************
 PH0778  DESIGNATION -  16
 PH0778  PID         -  PH0778
 PH0778  STATE/COUNTY-  NY/ST LAWRENCE
 PH0778  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0778
 PH0778                         *CURRENT SURVEY CONTROL
 PH0778  ___________________________________________________________________
 PH0778* NAD 83(1986)-  44 43 48.     (N)    075 26 27.     (W)     SCALED    
 PH0778* NAVD 88     -        85.93   (+/-2cm)     281.9    (feet)  VERTCON   
 PH0778  ___________________________________________________________________
 PH0778  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 PH0778
 PH0778  VERT ORDER  -  ? (See Below)
 PH0778
 PH0778.The horizontal coordinates were scaled from a topographic map and have
 PH0778.an estimated accuracy of +/- 6 seconds.
 PH0778
 PH0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0778.The vertical order pertains to the NGVD 29 superseded value.
 PH0778
 PH0778.The geoid height was determined by GEOID03.
 PH0778
 PH0778;                    North         East    Units  Estimated Accuracy
 PH0778;SPC NY E     -   655,300.       75,480.      MT  (+/- 180 meters Scaled)
 PH0778
 PH0778                          SUPERSEDED SURVEY CONTROL
 PH0778
 PH0778  NGVD 29 (??/??/92)   86.054  (m)          282.33   (f) ADJ UNCH    ?  
 PH0778
 PH0778.Superseded values are not recommended for survey control.
 PH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0778.See file dsdata.txt to determine how the superseded data were derived.
 PH0778
 PH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ650530(NAD 83)
 PH0778_MARKER: B = BOLT
 PH0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0778_SP_SET: WATER TABLE
 PH0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0778
 PH0778  HISTORY     - Date     Condition        Report By
 PH0778  HISTORY     - UNK      MONUMENTED       USLS
 PH0778  HISTORY     - 1943     GOOD             NGS
 PH0778  HISTORY     - 1968     GOOD             LDA
 PH0778  HISTORY     - 1989     GOOD             USPSQD
 PH0778  HISTORY     - 20010117 GOOD             USPSQD
 PH0778
 PH0778                          STATION DESCRIPTION
 PH0778
 PH0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0778'3 MI NE FROM OGDENSBURG.
 PH0778'ABOUT 3 MILES NORTHEAST OF OGDENSBURG, ST. LAWRENCE COUNTY, AT THE ST.
 PH0778'LAWRENCE STATE HOSPITAL, IN THE NORTH FACE OF THE INFIRMARY BUILDING
 PH0778'KNOWN AS LETCHWORTH WARD 22, 13 FEET FROM THE NORTHWEST CORNER OF THE
 PH0778'BUILDING, 50 FEET WEST OF A DOORWAY DIRECTLY OVER THE STAIRWAY TO THE
 PH0778'BASEMENT, IN THE STONE WATER TABLE, AND ABOUT 3.6 FEET ABOVE THE
 PH0778'GROUND.  THE CENTER-PUNCH MARK IN THE END OF A 1/4-INCH BRASS BOLT SET
 PH0778'VERTICALLY.
 PH0778
 PH0778                          STATION RECOVERY (1968)
 PH0778
 PH0778'RECOVERY NOTE BY L DICKERSON ASSOC 1968
 PH0778'RECOVERED IN GOOD CONDITION.
 PH0778
 PH0778                          STATION RECOVERY (1989)
 PH0778
 PH0778'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0778'RECOVERED IN GOOD CONDITION.
 PH0778
 PH0778                          STATION RECOVERY (2001)
 PH0778
 PH0778'RECOVERY NOTE BY US POWER SQUADRON 2001
 PH0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0197 ***********************************************************************
 OG0197  DESIGNATION -  16
 OG0197  PID         -  OG0197
 OG0197  STATE/COUNTY-  NY/NIAGARA
 OG0197  USGS QUAD   -  
 OG0197
 OG0197                         *CURRENT SURVEY CONTROL
 OG0197  ___________________________________________________________________
 OG0197* NAD 83(1986)-  43 05 01.     (N)    079 02 00.     (W)     SCALED    
 OG0197* NAVD 88     -       174.345  (meters)     572.00   (feet)  ADJUSTED  
 OG0197  ___________________________________________________________________
 OG0197  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OG0197  DYNAMIC HT  -         174.301 (meters)     571.85  (feet)  COMP
 OG0197  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OG0197
 OG0197  VERT ORDER  -  FIRST     CLASS II
 OG0197
 OG0197.The horizontal coordinates were scaled from a topographic map and have
 OG0197.an estimated accuracy of +/- 6 seconds.
 OG0197
 OG0197.The orthometric height was determined by differential leveling
 OG0197.and adjusted by the National Geodetic Survey in June 1991..
 OG0197
 OG0197.The geoid height was determined by GEOID03.
 OG0197
 OG0197.The dynamic height is computed by dividing the NAVD 88
 OG0197.geopotential number by the normal gravity value computed on the
 OG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0197.degrees latitude (g = 980.6199 gals.).
 OG0197
 OG0197.The modeled gravity was interpolated from observed gravity values.
 OG0197
 OG0197;                    North         East    Units  Estimated Accuracy
 OG0197;SPC NY W     -   342,560.      313,360.      MT  (+/- 180 meters Scaled)
 OG0197
 OG0197                          SUPERSEDED SURVEY CONTROL
 OG0197
 OG0197  NGVD 29 (??/??/92)  174.504  (m)          572.52   (f) ADJ UNCH    1 2
 OG0197
 OG0197.Superseded values are not recommended for survey control.
 OG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0197.See file dsdata.txt to determine how the superseded data were derived.
 OG0197
 OG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH600719(NAD 83)
 OG0197_MARKER: Z = SEE DESCRIPTION
 OG0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0197_STAMPING: 16
 OG0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0197+STABILITY: SURFACE MOTION
 OG0197
 OG0197  HISTORY     - Date     Condition        Report By
 OG0197  HISTORY     - UNK      MONUMENTED       NYCRR
 OG0197  HISTORY     - 1942     GOOD             USLS
 OG0197
 OG0197                          STATION DESCRIPTION
 OG0197
 OG0197'DESCRIBED BY US LAKE SURVEY 1942
 OG0197'IN NIAGARA FALLS.
 OG0197'AT NIAGARA FALLS, NIAGARA COUNTY, BETWEEN THE TRACKS OF THE NEW YORK
 OG0197'CENTRAL RAILROAD, AND 10-1/2 FEET WEST OF THE LINE OF THE WEST EDGE
 OG0197'OF THE WEST SIDEWALK OF TWENTY-FOURTH STREET.  THE TOP OF A STONE
 OG0197'MONUMENT, MARKED 16 AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0974 ***********************************************************************
 OF0974  DESIGNATION -  16
 OF0974  PID         -  OF0974
 OF0974  STATE/COUNTY-  NY/WAYNE
 OF0974  USGS QUAD   -  NEWARK (1976)
 OF0974
 OF0974                         *CURRENT SURVEY CONTROL
 OF0974  ___________________________________________________________________
 OF0974* NAD 83(1986)-  43 05 17.     (N)    077 04 17.     (W)     SCALED    
 OF0974* NAVD 88     -       125.278  (meters)     411.02   (feet)  ADJUSTED  
 OF0974  ___________________________________________________________________
 OF0974  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OF0974  DYNAMIC HT  -         125.247 (meters)     410.91  (feet)  COMP
 OF0974  MODELED GRAV-     980,366.9   (mgal)                       NAVD 88
 OF0974
 OF0974  VERT ORDER  -  SECOND    CLASS 0
 OF0974
 OF0974.The horizontal coordinates were scaled from a topographic map and have
 OF0974.an estimated accuracy of +/- 6 seconds.
 OF0974
 OF0974.The orthometric height was determined by differential leveling
 OF0974.and adjusted by the National Geodetic Survey in June 1991..
 OF0974
 OF0974.The geoid height was determined by GEOID03.
 OF0974
 OF0974.The dynamic height is computed by dividing the NAVD 88
 OF0974.geopotential number by the normal gravity value computed on the
 OF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0974.degrees latitude (g = 980.6199 gals.).
 OF0974
 OF0974.The modeled gravity was interpolated from observed gravity values.
 OF0974
 OF0974;                    North         East    Units  Estimated Accuracy
 OF0974;SPC NY C     -   343,070.      210,260.      MT  (+/- 180 meters Scaled)
 OF0974
 OF0974                          SUPERSEDED SURVEY CONTROL
 OF0974
 OF0974  NGVD 29 (??/??/92)  125.468  (m)          411.64   (f) ADJ UNCH    2 0
 OF0974
 OF0974.Superseded values are not recommended for survey control.
 OF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0974.See file dsdata.txt to determine how the superseded data were derived.
 OF0974
 OF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN314726(NAD 83)
 OF0974_MARKER: B = BOLT
 OF0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0974_SP_SET: CULVERT
 OF0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0974
 OF0974  HISTORY     - Date     Condition        Report By
 OF0974  HISTORY     - UNK      MONUMENTED       PRR
 OF0974  HISTORY     - 1942     GOOD             NGS
 OF0974  HISTORY     - 1968     GOOD             USE
 OF0974
 OF0974                          STATION DESCRIPTION
 OF0974
 OF0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0974'3.3 MI NE FROM NEWARK.
 OF0974'TO REACH FROM THE PENNSYLVANIA RAILROAD STATION AT NEWARK,
 OF0974'PROCEED 3.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD TO A
 OF0974'48.0 INCH CORRUGATED IRON PIPE CULVERT UNDER TRACK, AND SITE OF
 OF0974'BENCH MARK.
 OF0974'BENCH MARK IS A COPPER BOLT SET VERTICALLY IN THE SOUTH END OF THE
 OF0974'EAST STONE HEADWALL. IT IS 10.0 FEET EAST OF AND ABOUT 2.5 FEET
 OF0974'BELOW THE CENTERLINE OF TRACK. 48.0 YARDS SOUTHWEST OF MILE POST
 OF0974'NO. 20.
 OF0974
 OF0974                          STATION RECOVERY (1968)
 OF0974
 OF0974'RECOVERY NOTE BY US ENGINEERS 1968
 OF0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0354 ***********************************************************************
 OD0354  DESIGNATION -  16 DHRR
 OD0354  PID         -  OD0354
 OD0354  STATE/COUNTY-  NY/WASHINGTON
 OD0354  USGS QUAD   -  PUTNAM (1950)
 OD0354
 OD0354                         *CURRENT SURVEY CONTROL
 OD0354  ___________________________________________________________________
 OD0354* NAD 83(1986)-  43 42 38.     (N)    073 23 32.     (W)     SCALED    
 OD0354* NAVD 88     -        33.134  (meters)     108.71   (feet)  ADJUSTED  
 OD0354  ___________________________________________________________________
 OD0354  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 OD0354  DYNAMIC HT  -          33.128 (meters)     108.69  (feet)  COMP
 OD0354  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 OD0354
 OD0354  VERT ORDER  -  FIRST     CLASS I
 OD0354
 OD0354.The horizontal coordinates were scaled from a topographic map and have
 OD0354.an estimated accuracy of +/- 6 seconds.
 OD0354
 OD0354.The orthometric height was determined by differential leveling
 OD0354.and adjusted by the National Geodetic Survey in June 1991..
 OD0354
 OD0354.The geoid height was determined by GEOID03.
 OD0354
 OD0354.The dynamic height is computed by dividing the NAVD 88
 OD0354.geopotential number by the normal gravity value computed on the
 OD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0354.degrees latitude (g = 980.6199 gals.).
 OD0354
 OD0354.The modeled gravity was interpolated from observed gravity values.
 OD0354
 OD0354;                    North         East    Units  Estimated Accuracy
 OD0354;SPC NY E     -   542,200.      239,270.      MT  (+/- 180 meters Scaled)
 OD0354
 OD0354                          SUPERSEDED SURVEY CONTROL
 OD0354
 OD0354.No superseded survey control is available for this station.
 OD0354
 OD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP295409(NAD 83)
 OD0354_MARKER: B = BOLT
 OD0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0354_SP_SET: SIGNAL BASE
 OD0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0354
 OD0354  HISTORY     - Date     Condition        Report By
 OD0354  HISTORY     - UNK      MONUMENTED       DHRR
 OD0354  HISTORY     - 1973     GOOD             NGS
 OD0354
 OD0354                          STATION DESCRIPTION
 OD0354
 OD0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0354'11.50 MI S FROM FORT TICONDEROGA.
 OD0354'ABOUT 11.50 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0354'THE CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, ABOUT 0.40
 OD0354'MILE NORTHEAST OF MILEPOST A90-RP101, THE TOP OF THE NORTHWEST ANCHOR
 OD0354'BOLT FOR SIGNAL BASE NO. 90.1, 8.3 FEET EAST OF THE EAST RAIL, 1.1
 OD0354'FEET ABOVE GROUND AND 0.5 FOOT BELOW LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0291 ***********************************************************************
 KU0291  DESIGNATION -  16 RS
 KU0291  PID         -  KU0291
 KU0291  STATE/COUNTY-  NY/SUFFOLK
 KU0291  USGS QUAD   -  WADING RIVER (1967)
 KU0291
 KU0291                         *CURRENT SURVEY CONTROL
 KU0291  ___________________________________________________________________
 KU0291* NAD 83(1986)-  40 54 13.     (N)    072 51 32.     (W)     SCALED    
 KU0291* NAVD 88     -        23.711  (meters)      77.79   (feet)  ADJUSTED  
 KU0291  ___________________________________________________________________
 KU0291  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU0291  DYNAMIC HT  -          23.702 (meters)      77.76  (feet)  COMP
 KU0291  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 KU0291
 KU0291  VERT ORDER  -  SECOND    CLASS 0
 KU0291
 KU0291.The horizontal coordinates were scaled from a topographic map and have
 KU0291.an estimated accuracy of +/- 6 seconds.
 KU0291
 KU0291.The orthometric height was determined by differential leveling
 KU0291.and adjusted by the National Geodetic Survey in June 1991..
 KU0291
 KU0291.The geoid height was determined by GEOID03.
 KU0291
 KU0291.The dynamic height is computed by dividing the NAVD 88
 KU0291.geopotential number by the normal gravity value computed on the
 KU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0291.degrees latitude (g = 980.6199 gals.).
 KU0291
 KU0291.The modeled gravity was interpolated from observed gravity values.
 KU0291
 KU0291;                    North         East    Units  Estimated Accuracy
 KU0291;SPC NY L     -    82,460.      396,140.      MT  (+/- 180 meters Scaled)
 KU0291
 KU0291                          SUPERSEDED SURVEY CONTROL
 KU0291
 KU0291  NGVD 29 (??/??/92)   24.015  (m)           78.79   (f) ADJ UNCH    2 0
 KU0291
 KU0291.Superseded values are not recommended for survey control.
 KU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0291.See file dsdata.txt to determine how the superseded data were derived.
 KU0291
 KU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL803302(NAD 83)
 KU0291_MARKER: DD = SURVEY DISK
 KU0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0291_STAMPING: 16 RS 1949 79 (FEET)
 KU0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0291+STABILITY: SURFACE MOTION
 KU0291
 KU0291  HISTORY     - Date     Condition        Report By
 KU0291  HISTORY     - 1949     MONUMENTED       USGS
 KU0291  HISTORY     - 1950     GOOD             NGS
 KU0291
 KU0291                          STATION DESCRIPTION
 KU0291
 KU0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0291'1.2 MI E FROM RIDGE.
 KU0291'1.2 MILES EAST ALONG STATE HIGHWAY NO. 25 FROM THE RIDGE FIRE
 KU0291'HOUSE AT RIDGE TO THE JUNCTION OF OLD SADDLE ROAD WHICH LEADS
 KU0291'SOUTHEAST, 31.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KU0291'44.3 FEET WEST OF THE ROAD INTERSECTION, 2.0 FEET SOUTHWEST
 KU0291'OF A WHITE WOODEN WITNESS POST, 1.0 FOOT ABOVE THE LEVEL OF THE
 KU0291'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1461 ***********************************************************************
 LX1461  DESIGNATION -  16 R=SERIAL 1609
 LX1461  PID         -  LX1461
 LX1461  STATE/COUNTY-  NY/DUTCHESS
 LX1461  USGS QUAD   -  KINGSTON EAST (1980)
 LX1461
 LX1461                         *CURRENT SURVEY CONTROL
 LX1461  ___________________________________________________________________
 LX1461* NAD 83(1986)-  41 57 04.     (N)    073 56 42.     (W)     SCALED    
 LX1461* NAVD 88     -         2.406  (meters)       7.89   (feet)  ADJUSTED  
 LX1461  ___________________________________________________________________
 LX1461  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX1461  DYNAMIC HT  -           2.406 (meters)       7.89  (feet)  COMP
 LX1461  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 LX1461
 LX1461  VERT ORDER  -  FIRST     CLASS II
 LX1461
 LX1461.The horizontal coordinates were scaled from a topographic map and have
 LX1461.an estimated accuracy of +/- 6 seconds.
 LX1461
 LX1461.The orthometric height was determined by differential leveling
 LX1461.and adjusted by the National Geodetic Survey in June 1991..
 LX1461
 LX1461.The geoid height was determined by GEOID03.
 LX1461
 LX1461.The dynamic height is computed by dividing the NAVD 88
 LX1461.geopotential number by the normal gravity value computed on the
 LX1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1461.degrees latitude (g = 980.6199 gals.).
 LX1461
 LX1461.The modeled gravity was interpolated from observed gravity values.
 LX1461
 LX1461;                    North         East    Units  Estimated Accuracy
 LX1461;SPC NY E     -   346,320.      196,010.      MT  (+/- 180 meters Scaled)
 LX1461
 LX1461                          SUPERSEDED SURVEY CONTROL
 LX1461
 LX1461.No superseded survey control is available for this station.
 LX1461
 LX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM874448(NAD 83)
 LX1461_MARKER: Z = SEE DESCRIPTION
 LX1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1461_SP_SET: WING WALL
 LX1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1461
 LX1461  HISTORY     - Date     Condition        Report By
 LX1461  HISTORY     - UNK      MONUMENTED       DOD
 LX1461  HISTORY     - 1955     GOOD             NGS
 LX1461
 LX1461                          STATION DESCRIPTION
 LX1461
 LX1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1461'2.2 MI N FROM RHINCLIFF.
 LX1461'ABOUT 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1461'THE STATION AT RHINECLIFF, LOCATED IN THE SOUTH FACE OF THE
 LX1461'WEST CONCRETE WING WALL EXTENDING SOUTH FROM WEST SIDE OF
 LX1461'PRESENT RAILROAD TUNNEL, 6.9 FEET WEST OF WEST RAIL OF WEST
 LX1461'TRACK, 1/3 FOOT WEST OF SOUTHEAST CORNER OF SOUTH END OF WING
 LX1461'WALL AND IS A HORIZONTAL LINE CUT BETWEEN THE LETTERS U.S. AND
 LX1461'ABOUT 3/4 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1957 ***********************************************************************
 OF1957  DESIGNATION -  160 MCGS 1971
 OF1957  PID         -  OF1957
 OF1957  STATE/COUNTY-  NY/MONROE
 OF1957  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1957
 OF1957                         *CURRENT SURVEY CONTROL
 OF1957  ___________________________________________________________________
 OF1957* NAD 83(1996)-  43 10 32.22629(N)    077 31 19.56076(W)     ADJUSTED  
 OF1957* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 OF1957  ___________________________________________________________________
 OF1957  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 OF1957  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1957
 OF1957  HORZ ORDER  -  SECOND
 OF1957
 OF1957.The horizontal coordinates were established by classical geodetic methods
 OF1957.and adjusted by the National Geodetic Survey in January 1999..
 OF1957
 OF1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1957
 OF1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1957
 OF1957.The geoid height was determined by GEOID03.
 OF1957
 OF1957;                    North         East     Units Scale Factor Converg.
 OF1957;SPC NY W     -   353,225.818   436,282.048   MT  1.00002905   +0 43 34.2
 OF1957;SPC NY W     - 1,158,875.04  1,431,368.69   sFT  1.00002905   +0 43 34.2
 OF1957;UTM  18      - 4,783,405.347   295,009.890   MT  1.00011695   -1 43 34.7
 OF1957
 OF1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1957!SPC NY W     -   0.99999325  x   1.00002905  =   1.00002230
 OF1957!UTM  18      -   0.99999325  x   1.00011695  =   1.00011020
 OF1957
 OF1957:                Primary Azimuth Mark                     Grid Az
 OF1957:SPC NY W     -  159 MCGS 1971                            113 27 23.0
 OF1957:UTM  18      -  159 MCGS 1971                            115 54 31.9
 OF1957
 OF1957|---------------------------------------------------------------------|
 OF1957| PID    Reference Object                     Distance      Geod. Az  |
 OF1957|                                                           dddmmss.s |
 OF1957| OF1969 159 MCGS 1971                       420.073 METERS 1141057.2 |
 OF1957| OF1954 4 2 69 NYSDOT 1971                  262.355 METERS 27212     |
 OF1957|---------------------------------------------------------------------|
 OF1957
 OF1957                          SUPERSEDED SURVEY CONTROL
 OF1957
 OF1957  NAD 83(1986)-  43 10 32.23481(N)    077 31 19.55987(W) AD(       ) 2
 OF1957  NAD 27      -  43 10 32.01004(N)    077 31 20.56776(W) AD(       ) 2
 OF1957  NGVD 29 (07/19/86)   78.9    (m)          259.     (f) VERT ANG       
 OF1957
 OF1957.Superseded values are not recommended for survey control.
 OF1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1957.See file dsdata.txt to determine how the superseded data were derived.
 OF1957
 OF1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9501083405(NAD 83)
 OF1957_MARKER: DD = SURVEY DISK
 OF1957_SETTING: 0 = UNSPECIFIED SETTING
 OF1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1957
 OF1957  HISTORY     - Date     Condition        Report By
 OF1957  HISTORY     - 1971     MONUMENTED       NY-055
 OF1957
 OF1957                          STATION DESCRIPTION
 OF1957
 OF1957'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1957'DESCRIPTION AS FOLLOWS.
 OF1957'
 OF1957'IN TOWN OF PENFIELD, ON N. SIDE EMPIRE BLVD., 1.1 MI. S AND W
 OF1957'OF PLANK ROAD.
 OF1957'
 OF1957'75.2 FT E. OF E. RANGE LINE OF COMMERCIAL BLDG. 1200.
 OF1957'
 OF1957'58.2 FT E. OF E. END OF GUARD RAIL AT W. SIDE OF DRIVEWAY
 OF1957'
 OF1957'61.3 FT SE OF POLE.  88, RGE 173A-1
 OF1957'
 OF1957'45.5 FT S. OF SOUTHERN MOST LEG OF SIGN
 OF1957'
 OF1957'4.3 FT S. OF GUARD RAIL ON W. SIDE OF DRIVEWAY
 OF1957'
 OF1957'77.0 FT W. OF POLE.  RGE 74
 OF1957'
 OF1957'6.6 FT N. OF EDGE OF PAVEMENT
 OF1957'
 OF1957'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1957'160 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0430 ***********************************************************************
 KU0430  DESIGNATION -  160 NC
 KU0430  PID         -  KU0430
 KU0430  STATE/COUNTY-  NY/NASSAU
 KU0430  USGS QUAD   -  HUNTINGTON (1979)
 KU0430
 KU0430                         *CURRENT SURVEY CONTROL
 KU0430  ___________________________________________________________________
 KU0430* NAD 83(1986)-  40 51 23.     (N)    073 28 10.     (W)     SCALED    
 KU0430* NAVD 88     -        26.996  (meters)      88.57   (feet)  ADJUSTED  
 KU0430  ___________________________________________________________________
 KU0430  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KU0430  DYNAMIC HT  -          26.986 (meters)      88.54  (feet)  COMP
 KU0430  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 KU0430
 KU0430  VERT ORDER  -  SECOND    CLASS 0
 KU0430
 KU0430.The horizontal coordinates were scaled from a topographic map and have
 KU0430.an estimated accuracy of +/- 6 seconds.
 KU0430
 KU0430.The orthometric height was determined by differential leveling
 KU0430.and adjusted by the National Geodetic Survey in June 1991..
 KU0430
 KU0430.The geoid height was determined by GEOID03.
 KU0430
 KU0430.The dynamic height is computed by dividing the NAVD 88
 KU0430.geopotential number by the normal gravity value computed on the
 KU0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0430.degrees latitude (g = 980.6199 gals.).
 KU0430
 KU0430.The modeled gravity was interpolated from observed gravity values.
 KU0430
 KU0430;                    North         East    Units  Estimated Accuracy
 KU0430;SPC NY L     -    76,730.      344,740.      MT  (+/- 180 meters Scaled)
 KU0430
 KU0430                          SUPERSEDED SURVEY CONTROL
 KU0430
 KU0430  NGVD 29 (??/??/92)   27.316  (m)           89.62   (f) ADJ UNCH    2 0
 KU0430
 KU0430.Superseded values are not recommended for survey control.
 KU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0430.See file dsdata.txt to determine how the superseded data were derived.
 KU0430
 KU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL290239(NAD 83)
 KU0430_MARKER: Z = SEE DESCRIPTION
 KU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0430_STAMPING: NC BM 222
 KU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0430+STABILITY: SURFACE MOTION
 KU0430
 KU0430  HISTORY     - Date     Condition        Report By
 KU0430  HISTORY     - UNK      MONUMENTED       NY-059
 KU0430  HISTORY     - 1932     GOOD             NGS
 KU0430  HISTORY     - 1935     GOOD             NGS
 KU0430  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0430  HISTORY     - 20031104 MARK NOT FOUND   NGS
 KU0430
 KU0430                          STATION DESCRIPTION
 KU0430
 KU0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0430'1.4 MI SW FROM COLD SPRING HARBOR.
 KU0430'IN NASSAU COUNTY, 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 25 A
 KU0430'FROM COLD SPRING HARBOR, SUFFOLK COUNTY, 100 FEET WEST OF A
 KU0430'SCHOOLHOUSE, AT THE JUNCTION OF COVE ROAD, 24 FEET SOUTH OF THE
 KU0430'CENTERLINE OF THE ROAD, AND 15 FEET EAST OF POLE NYT 471 LIL.
 KU0430'A 1/2-INCH COPPER PLUG, STAMPED NC BM 222 AND SET IN THE TOP OF
 KU0430'AN 8-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KU0430
 KU0430                          STATION RECOVERY (1935)
 KU0430
 KU0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU0430'RECOVERED IN GOOD CONDITION.
 KU0430
 KU0430                          STATION RECOVERY (1985)
 KU0430
 KU0430'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU0430'MARK NOT FOUND.
 KU0430
 KU0430                          STATION RECOVERY (2003)
 KU0430
 KU0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU0430'THE SEARCH AREA IS BELIEVED TO BE AT THE JUNCTION OF MOORES HILL RD
 KU0430'WITH RT 25A, BASED ON THE FAIRLY DEFINITE LOCATION OF THE AREA OF
 KU0430'ADJOINING MARK 219 NC AND THEN BACKING OFF 0.5 MILE FROM 1.9 MILES TO
 KU0430'REACH 1.4 MILES FROM COLD SPRING HARBOR. ALSO CORROBORATED BY THE
 KU0430'SCALED COORDINATES.
 KU0430' 
 KU0430'IF THIS IS THE CORRECT AREA, THEN THE ROAD NAME HAS CHANGED FROM COVE
 KU0430'TO MOORES HILL. THERE IS A COVE RD A MILE OR MORE TO THE WEST ALONG
 KU0430'25A THAT IS NOT CONSIDERED TO BE IN THE RUNNING.
 KU0430' 
 KU0430'NO TRACE OF THE MARK OR OF CALLED-FOR TIES WAS FOUND, BUT WITHOUT AN
 KU0430'APPROXIMATE IDEA OF ELEVATION TO ASSOCIATE WITH THE SEARCH AREA IT IS
 KU0430'TOO EARLY TO CONSIDER THE MARK DESTROYED. NO ONE WAS FOUND WHO HAD
 KU0430'KNOWLEDGE OF THE SCHOOLHOUSE. SOMEONE MAY GET LUCKY AND FIND THIS MARK
 KU0430'IN THE PROCESS OF AN ENGINEERING OR PROPERTY SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0347 ***********************************************************************
 KV0347  DESIGNATION -  160 NYBE+A
 KV0347  PID         -  KV0347
 KV0347  STATE/COUNTY-  NY/RICHMOND
 KV0347  USGS QUAD   -  ARTHUR KILL (1981)
 KV0347
 KV0347                         *CURRENT SURVEY CONTROL
 KV0347  ___________________________________________________________________
 KV0347* NAD 83(1986)-  40 31 15.     (N)    074 14 19.     (W)     SCALED    
 KV0347* NAVD 88     -         6.085  (meters)      19.96   (feet)  ADJUSTED  
 KV0347  ___________________________________________________________________
 KV0347  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0347  DYNAMIC HT  -           6.083 (meters)      19.96  (feet)  COMP
 KV0347  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0347
 KV0347  VERT ORDER  -  FIRST     CLASS II
 KV0347
 KV0347.The horizontal coordinates were scaled from a topographic map and have
 KV0347.an estimated accuracy of +/- 6 seconds.
 KV0347
 KV0347.The orthometric height was determined by differential leveling
 KV0347.and adjusted by the National Geodetic Survey in June 1991..
 KV0347
 KV0347.The geoid height was determined by GEOID03.
 KV0347
 KV0347.The dynamic height is computed by dividing the NAVD 88
 KV0347.geopotential number by the normal gravity value computed on the
 KV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0347.degrees latitude (g = 980.6199 gals.).
 KV0347
 KV0347.The modeled gravity was interpolated from observed gravity values.
 KV0347
 KV0347;                    North         East    Units  Estimated Accuracy
 KV0347;SPC NY L     -    39,360.      279,780.      MT  (+/- 180 meters Scaled)
 KV0347
 KV0347                          SUPERSEDED SURVEY CONTROL
 KV0347
 KV0347  NGVD 29 (04/16/92)    6.401  (m)           21.00   (f) ADJUSTED    1 2
 KV0347
 KV0347.Superseded values are not recommended for survey control.
 KV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0347.See file dsdata.txt to determine how the superseded data were derived.
 KV0347
 KV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK644858(NAD 83)
 KV0347_MARKER: Q = CHISELED SQUARE
 KV0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0347_SP_SET: WINDOWSILL
 KV0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0347
 KV0347  HISTORY     - Date     Condition        Report By
 KV0347  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0347  HISTORY     - 1952     GOOD             CGS
 KV0347  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV0347
 KV0347                          STATION DESCRIPTION
 KV0347
 KV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0347'AT STATEN ISLAND.
 KV0347'ON STATEN ISLAND, AT RICHMOND VALLEY, AT THE JUNCTION OF ARTHUR
 KV0347'KILL AND RICHMOND VALLEY ROADS, AT O.H. BARNARDS SILK MILL (NOW
 KV0347'OWNED BY NASSAU SMELTING AND REFINING COMPANY), ON THE TOP OF THE
 KV0347'EAST END OF THE FIRST STONE WINDOW SILL EAST OF NORTHWEST CORNER
 KV0347'OF BUILDING, ABOUT 104 YARDS EAST OF CENTER LINE OF ARTHUR KILL
 KV0347'ROAD, 1/2 FOOT WEST OF EAST END OF WINDOW SILL AND ABOUT 4 FEET
 KV0347'ABOVE GROUND.
 KV0347
 KV0347                          STATION RECOVERY (1991)
 KV0347
 KV0347'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1132 ***********************************************************************
 PG1132  DESIGNATION -  1605 USGS
 PG1132  PID         -  PG1132
 PG1132  STATE/COUNTY-  NY/CLINTON
 PG1132  USGS QUAD   -  MOFFITSVILLE (1968)
 PG1132
 PG1132                         *CURRENT SURVEY CONTROL
 PG1132  ___________________________________________________________________
 PG1132* NAD 83(1986)-  44 43 42.     (N)    073 49 44.     (W)     SCALED    
 PG1132* NAVD 88     -       489.290  (meters)    1605.28   (feet)  ADJUSTED  
 PG1132  ___________________________________________________________________
 PG1132  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PG1132  DYNAMIC HT  -         489.236 (meters)    1605.10  (feet)  COMP
 PG1132  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 PG1132
 PG1132  VERT ORDER  -  SECOND    CLASS 0
 PG1132
 PG1132.The horizontal coordinates were scaled from a topographic map and have
 PG1132.an estimated accuracy of +/- 6 seconds.
 PG1132
 PG1132.The orthometric height was determined by differential leveling
 PG1132.and adjusted by the National Geodetic Survey in June 1991..
 PG1132
 PG1132.The geoid height was determined by GEOID03.
 PG1132
 PG1132.The dynamic height is computed by dividing the NAVD 88
 PG1132.geopotential number by the normal gravity value computed on the
 PG1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1132.degrees latitude (g = 980.6199 gals.).
 PG1132
 PG1132.The modeled gravity was interpolated from observed gravity values.
 PG1132
 PG1132;                    North         East    Units  Estimated Accuracy
 PG1132;SPC NY E     -   654,910.      203,160.      MT  (+/- 180 meters Scaled)
 PG1132
 PG1132                          SUPERSEDED SURVEY CONTROL
 PG1132
 PG1132  NGVD 29 (??/??/??)  489.338  (m)         1605.44   (f) ADJUSTED    2 0
 PG1132
 PG1132.Superseded values are not recommended for survey control.
 PG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1132.See file dsdata.txt to determine how the superseded data were derived.
 PG1132
 PG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ927534(NAD 83)
 PG1132_MARKER: DD = SURVEY DISK
 PG1132_SETTING: 0 = UNSPECIFIED SETTING
 PG1132_STAMPING: 1605
 PG1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1132
 PG1132  HISTORY     - Date     Condition        Report By
 PG1132  HISTORY     - UNK      MONUMENTED       USGS
 PG1132  HISTORY     - 1961     GOOD             CGS
 PG1132  HISTORY     - 1968     GOOD             LDA
 PG1132
 PG1132                          STATION DESCRIPTION
 PG1132
 PG1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1132'5.5 MI E FROM LYON MOUNTAIN.
 PG1132'FROM THE LYON MOUNTAIN SCHOOL IN LYON MOUNTAIN GO 3.75 MILE EASTERLY
 PG1132'ALONG STATE HWY 374 TOWARD DANNYMORA TO A BLACKTOP T JUNCTION THENCE
 PG1132'1.75 MILE SOUTH EAST ON BLACKTOP ROAD TO A ROAD LEADING SOUTH WEST TO
 PG1132'A FIRE TOWER AND RAILROAD, GO ON THIS ROAD TO THE RAILROAD AND A
 PG1132'RAILROAD BRIDGE ON THE RIGHT (THIS IS APPROX. 50 YARD SOUTH WEST OF
 PG1132'THE BLACKTOP ROAD).  NOTE-- RAILROAD MAY BE ABANDONED, FIRE TOWER IS
 PG1132'GONE.  MARK IS 191 FT. NORTH OF ROAD TO LOWENBURG SKI AREA.
 PG1132
 PG1132                          STATION RECOVERY (1968)
 PG1132
 PG1132'RECOVERY NOTE BY L DICKERSON ASSOC 1968
 PG1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0533 ***********************************************************************
 NA0533  DESIGNATION -  1609
 NA0533  PID         -  NA0533
 NA0533  STATE/COUNTY-  NY/DELAWARE
 NA0533  USGS QUAD   -  HARPERSFIELD (1982)
 NA0533
 NA0533                         *CURRENT SURVEY CONTROL
 NA0533  ___________________________________________________________________
 NA0533* NAD 83(1986)-  42 28 20.     (N)    074 41 28.     (W)     SCALED    
 NA0533* NAVD 88     -       490.574  (meters)    1609.49   (feet)  ADJUSTED  
 NA0533  ___________________________________________________________________
 NA0533  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 NA0533  DYNAMIC HT  -         490.400 (meters)    1608.92  (feet)  COMP
 NA0533  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 NA0533
 NA0533  VERT ORDER  -  SECOND    CLASS 0
 NA0533
 NA0533.The horizontal coordinates were scaled from a topographic map and have
 NA0533.an estimated accuracy of +/- 6 seconds.
 NA0533
 NA0533.The orthometric height was determined by differential leveling
 NA0533.and adjusted by the National Geodetic Survey in June 1991..
 NA0533
 NA0533.The geoid height was determined by GEOID03.
 NA0533
 NA0533.The dynamic height is computed by dividing the NAVD 88
 NA0533.geopotential number by the normal gravity value computed on the
 NA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0533.degrees latitude (g = 980.6199 gals.).
 NA0533
 NA0533.The modeled gravity was interpolated from observed gravity values.
 NA0533
 NA0533;                    North         East    Units  Estimated Accuracy
 NA0533;SPC NY E     -   404,070.      134,290.      MT  (+/- 180 meters Scaled)
 NA0533
 NA0533                          SUPERSEDED SURVEY CONTROL
 NA0533
 NA0533  NGVD 29 (??/??/92)  490.704  (m)         1609.92   (f) ADJ UNCH    2 0
 NA0533
 NA0533.Superseded values are not recommended for survey control.
 NA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0533.See file dsdata.txt to determine how the superseded data were derived.
 NA0533
 NA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN253022(NAD 83)
 NA0533_MARKER: DD = SURVEY DISK
 NA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0533_SP_SET: STONE
 NA0533_STAMPING: 1609
 NA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0533+STABILITY: SURFACE MOTION
 NA0533
 NA0533  HISTORY     - Date     Condition        Report By
 NA0533  HISTORY     - UNK      MONUMENTED       USGS
 NA0533  HISTORY     - 1942     GOOD             NGS
 NA0533
 NA0533                          STATION DESCRIPTION
 NA0533
 NA0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0533'AT NORTH HARPERSFIELD.
 NA0533'AT NORTH HARPERSFIELD, ABOUT 150 FEET SOUTH OF THE GENERAL STORE, AT
 NA0533'THE 2-STORY YELLOW RESIDENCE OF MRS. PAULINE TOPPING.  A U.S.G.S.
 NA0533'BRONZE DISK, SET VERTICALLY, IN THE STONE FOUNDATION AT THE CENTER
 NA0533'OF THE WEST WALL, AND 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0107 ***********************************************************************
 PH0107  DESIGNATION -  161
 PH0107  PID         -  PH0107
 PH0107  STATE/COUNTY-  NY/FRANKLIN
 PH0107  USGS QUAD   -  BOMBAY (1987)
 PH0107
 PH0107                         *CURRENT SURVEY CONTROL
 PH0107  ___________________________________________________________________
 PH0107* NAD 83(1986)-  44 59 53.     (N)    074 30 27.     (W)     SCALED    
 PH0107* NAVD 88     -        48.768  (meters)     160.00   (feet)  ADJUSTED  
 PH0107  ___________________________________________________________________
 PH0107  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 PH0107  DYNAMIC HT  -          48.768 (meters)     160.00  (feet)  COMP
 PH0107  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 PH0107
 PH0107  VERT ORDER  -  FIRST     CLASS I
 PH0107
 PH0107.The horizontal coordinates were scaled from a topographic map and have
 PH0107.an estimated accuracy of +/- 6 seconds.
 PH0107
 PH0107.The orthometric height was determined by differential leveling
 PH0107.and adjusted by the National Geodetic Survey in June 1991..
 PH0107
 PH0107.The geoid height was determined by GEOID03.
 PH0107
 PH0107.The dynamic height is computed by dividing the NAVD 88
 PH0107.geopotential number by the normal gravity value computed on the
 PH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0107.degrees latitude (g = 980.6199 gals.).
 PH0107
 PH0107.The modeled gravity was interpolated from observed gravity values.
 PH0107
 PH0107;                    North         East    Units  Estimated Accuracy
 PH0107;SPC NY E     -   684,660.      149,410.      MT  (+/- 180 meters Scaled)
 PH0107
 PH0107                          SUPERSEDED SURVEY CONTROL
 PH0107
 PH0107  NGVD 29 (??/??/92)   48.86   (m)          160.3    (f) COMPUTED    1 1
 PH0107
 PH0107.Superseded values are not recommended for survey control.
 PH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0107.See file dsdata.txt to determine how the superseded data were derived.
 PH0107
 PH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ388828(NAD 83)
 PH0107_MARKER: DD = SURVEY DISK
 PH0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0107_SP_SET: CONCRETE BASE
 PH0107_STAMPING: 161
 PH0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0107
 PH0107  HISTORY     - Date     Condition        Report By
 PH0107  HISTORY     - UNK      MONUMENTED       GSC
 PH0107  HISTORY     - 1973     GOOD             NGS
 PH0107
 PH0107                          STATION DESCRIPTION
 PH0107
 PH0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0107'1.05 MI NW FROM FORT COVINGTON.
 PH0107'ABOUT 1.05 MILES NORTHWEST ALONG WATER STREET FROM THE INTERSECTION OF
 PH0107'STATE HIGHWAY 37 AT FORT COVINGTON, NEAR THE CANADIAN DUNDEE STATION
 PH0107'CUSTOMS BUILDING, 179 FEET SOUTH OF THE CENTER OF THE SOUTH ENTRANCE
 PH0107'TO BUILDING, 17 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, ABOUT 1
 PH0107'FOOT ABOVE THE LEVEL OF THE ROAD AND IS A DISK SET IN THE CONCRETE
 PH0107'BASE ON THE SOUTH SIDE OF THE MARKER POST FOR THE U. S.- CANADA
 PH0107'BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0348 ***********************************************************************
 KV0348  DESIGNATION -  161 NYBE+A
 KV0348  PID         -  KV0348
 KV0348  STATE/COUNTY-  NY/RICHMOND
 KV0348  USGS QUAD   -  ARTHUR KILL (1981)
 KV0348
 KV0348                         *CURRENT SURVEY CONTROL
 KV0348  ___________________________________________________________________
 KV0348* NAD 83(1986)-  40 31 15.     (N)    074 14 19.     (W)     SCALED    
 KV0348* NAVD 88     -         6.101  (meters)      20.02   (feet)  ADJUSTED  
 KV0348  ___________________________________________________________________
 KV0348  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0348  DYNAMIC HT  -           6.099 (meters)      20.01  (feet)  COMP
 KV0348  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0348
 KV0348  VERT ORDER  -  FIRST     CLASS II
 KV0348
 KV0348.The horizontal coordinates were scaled from a topographic map and have
 KV0348.an estimated accuracy of +/- 6 seconds.
 KV0348
 KV0348.The orthometric height was determined by differential leveling
 KV0348.and adjusted by the National Geodetic Survey in June 1991..
 KV0348
 KV0348.The geoid height was determined by GEOID03.
 KV0348
 KV0348.The dynamic height is computed by dividing the NAVD 88
 KV0348.geopotential number by the normal gravity value computed on the
 KV0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0348.degrees latitude (g = 980.6199 gals.).
 KV0348
 KV0348.The modeled gravity was interpolated from observed gravity values.
 KV0348
 KV0348;                    North         East    Units  Estimated Accuracy
 KV0348;SPC NY L     -    39,360.      279,780.      MT  (+/- 180 meters Scaled)
 KV0348
 KV0348                          SUPERSEDED SURVEY CONTROL
 KV0348
 KV0348  NGVD 29 (04/16/92)    6.417  (m)           21.05   (f) ADJUSTED    1 2
 KV0348
 KV0348.Superseded values are not recommended for survey control.
 KV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0348.See file dsdata.txt to determine how the superseded data were derived.
 KV0348
 KV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK644858(NAD 83)
 KV0348_MARKER: Q = CHISELED SQUARE
 KV0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0348_SP_SET: WINDOWSILL
 KV0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0348
 KV0348  HISTORY     - Date     Condition        Report By
 KV0348  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0348  HISTORY     - 1952     GOOD             CGS
 KV0348  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV0348
 KV0348                          STATION DESCRIPTION
 KV0348
 KV0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0348'AT STATEN ISLAND.
 KV0348'ON STATEN ISLAND, AT RICHMOND VALLEY, AT THE JUNCTION OF ARTHUR
 KV0348'KILL AND RICHMOND VALLEY ROADS, AT O.H. BARNARDS SILK MILL (NOW
 KV0348'OWNED BY NASSAU SMELTING AND REFINING COMPANY), A 1 1/2-INCH
 KV0348'OUTLINE SQUARE ON THE TOP OF THE WEST END OF THE FIRST WINDOW
 KV0348'SILL WEST OF THE NORTHEAST CORNER OF BUILDING, ABOUT 134 YARDS
 KV0348'EAST OF CENTER LINE OF ARTHUR KILL ROAD, ABOUT 65 YARDS SOUTH OF
 KV0348'CENTER LINE OF RICHMOND VALLEY ROAD, 0.4 FOOT EAST OF WEST END
 KV0348'OF SILL AND ABOUT 3 1/2 FEET ABOVE GROUND.
 KV0348
 KV0348                          STATION RECOVERY (1991)
 KV0348
 KV0348'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0918 ***********************************************************************
 MZ0918  DESIGNATION -  161.0
 MZ0918  PID         -  MZ0918
 MZ0918  STATE/COUNTY-  NY/SCHENECTADY
 MZ0918  USGS QUAD   -  SCHENECTADY (1980)
 MZ0918
 MZ0918                         *CURRENT SURVEY CONTROL
 MZ0918  ___________________________________________________________________
 MZ0918* NAD 83(1986)-  42 49 47.     (N)    073 56 54.     (W)     SCALED    
 MZ0918* NAVD 88     -        73.912  (meters)     242.49   (feet)  ADJUSTED  
 MZ0918  ___________________________________________________________________
 MZ0918  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MZ0918  DYNAMIC HT  -          73.891 (meters)     242.42  (feet)  COMP
 MZ0918  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 MZ0918
 MZ0918  VERT ORDER  -  FIRST     CLASS II
 MZ0918
 MZ0918.The horizontal coordinates were scaled from a topographic map and have
 MZ0918.an estimated accuracy of +/- 6 seconds.
 MZ0918
 MZ0918.The orthometric height was determined by differential leveling
 MZ0918.and adjusted by the National Geodetic Survey in June 1991..
 MZ0918
 MZ0918.The geoid height was determined by GEOID03.
 MZ0918
 MZ0918.The dynamic height is computed by dividing the NAVD 88
 MZ0918.geopotential number by the normal gravity value computed on the
 MZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0918.degrees latitude (g = 980.6199 gals.).
 MZ0918
 MZ0918.The modeled gravity was interpolated from observed gravity values.
 MZ0918
 MZ0918;                    North         East    Units  Estimated Accuracy
 MZ0918;SPC NY E     -   443,910.      195,100.      MT  (+/- 180 meters Scaled)
 MZ0918
 MZ0918                          SUPERSEDED SURVEY CONTROL
 MZ0918
 MZ0918  NGVD 29 (??/??/92)   74.071  (m)          243.01   (f) ADJ UNCH    1 2
 MZ0918
 MZ0918.Superseded values are not recommended for survey control.
 MZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0918.See file dsdata.txt to determine how the superseded data were derived.
 MZ0918
 MZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN859424(NAD 83)
 MZ0918_MARKER: B = BOLT
 MZ0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0918_SP_SET: BRIDGE
 MZ0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0918
 MZ0918  HISTORY     - Date     Condition        Report By
 MZ0918  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0918  HISTORY     - 1931     GOOD             NGS
 MZ0918
 MZ0918                          STATION DESCRIPTION
 MZ0918
 MZ0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0918'1.0 MI W FROM SCHENECTADY.
 MZ0918'ON NEW YORK CENTRAL RAILROAD BRIDGE NO. 385. ACROSS TRACKS AND 14
 MZ0918'RAILS WEST OF PUMPING STATION. ON TOP OF EAST END OF COPING OF EAST
 MZ0918'WINGWALL OF SOUTH ABUTMENT. 5 FEET ABOVE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1223 ***********************************************************************
 NB1223  DESIGNATION -  1610 D USGS
 NB1223  PID         -  NB1223
 NB1223  STATE/COUNTY-  NY/ALLEGANY
 NB1223  USGS QUAD   -  ALFRED (1978)
 NB1223
 NB1223                         *CURRENT SURVEY CONTROL
 NB1223  ___________________________________________________________________
 NB1223* NAD 83(1986)-  42 16 03.     (N)    077 45 24.     (W)     SCALED    
 NB1223* NAVD 88     -       491.178  (meters)    1611.47   (feet)  ADJUSTED  
 NB1223  ___________________________________________________________________
 NB1223  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NB1223  DYNAMIC HT  -         490.993 (meters)    1610.87  (feet)  COMP
 NB1223  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 NB1223
 NB1223  VERT ORDER  -  FIRST     CLASS II
 NB1223
 NB1223.The horizontal coordinates were scaled from a topographic map and have
 NB1223.an estimated accuracy of +/- 6 seconds.
 NB1223
 NB1223.The orthometric height was determined by differential leveling
 NB1223.and adjusted by the National Geodetic Survey in June 1991..
 NB1223
 NB1223.The geoid height was determined by GEOID03.
 NB1223
 NB1223.The dynamic height is computed by dividing the NAVD 88
 NB1223.geopotential number by the normal gravity value computed on the
 NB1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1223.degrees latitude (g = 980.6199 gals.).
 NB1223
 NB1223.The modeled gravity was interpolated from observed gravity values.
 NB1223
 NB1223;                    North         East    Units  Estimated Accuracy
 NB1223;SPC NY W     -   252,140.      418,200.      MT  (+/- 180 meters Scaled)
 NB1223
 NB1223                          SUPERSEDED SURVEY CONTROL
 NB1223
 NB1223  NGVD 29 (??/??/92)  491.319  (m)         1611.94   (f) ADJ UNCH    1 2
 NB1223
 NB1223.Superseded values are not recommended for survey control.
 NB1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1223.See file dsdata.txt to determine how the superseded data were derived.
 NB1223
 NB1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM726831(NAD 83)
 NB1223_MARKER: DD = SURVEY DISK
 NB1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1223_SP_SET: BUILDING
 NB1223_STAMPING: 1610 D 1898
 NB1223_MARK LOGO: USGS  
 NB1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1223
 NB1223  HISTORY     - Date     Condition        Report By
 NB1223  HISTORY     - 1898     MONUMENTED       USGS
 NB1223  HISTORY     - 1941     GOOD             NGS
 NB1223  HISTORY     - 1983     GOOD             NGS
 NB1223
 NB1223                          STATION DESCRIPTION
 NB1223
 NB1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1223'AT ALFRED.
 NB1223'AT ALFRED STATION, SET IN THE SOUTHEAST FACE OF STATION, UNDER TWO
 NB1223'WINDOWS OF TICKET AGENTS OFFICE, 12.4 FEET NORTHWEST OF THE
 NB1223'NORTHWEST RAIL OF THE NORTHWEST TRACK, 4.7 FEET NORTH OF SIGNAL
 NB1223'TOWER, 3.2 FEET ABOVE PLATFORM LEVEL. A STANDARD DISK STAMPED
 NB1223'1610 D 1898.
 NB1223
 NB1223                          STATION RECOVERY (1983)
 NB1223
 NB1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1441 ***********************************************************************
 KU1441  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1441  DESIGNATION -  1611 BOM
 KU1441  PID         -  KU1441
 KU1441  STATE/COUNTY-  NY/NEW YORK
 KU1441  USGS QUAD   -  CENTRAL PARK (1979)
 KU1441
 KU1441                         *CURRENT SURVEY CONTROL
 KU1441  ___________________________________________________________________
 KU1441* NAD 83(1986)-  40 46 07.     (N)    073 58 11.     (W)     SCALED    
 KU1441* NAVD 88     -        19.981  (meters)      65.55   (feet)  ADJUSTED  
 KU1441  ___________________________________________________________________
 KU1441  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU1441  DYNAMIC HT  -          19.973 (meters)      65.53  (feet)  COMP
 KU1441  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 KU1441
 KU1441  VERT ORDER  -  FIRST     CLASS II
 KU1441
 KU1441.The horizontal coordinates were scaled from a topographic map and have
 KU1441.an estimated accuracy of +/- 6 seconds.
 KU1441
 KU1441.The orthometric height was determined by differential leveling
 KU1441.and adjusted by the National Geodetic Survey in June 1991..
 KU1441
 KU1441.This Tidal Bench Mark is designated as VM 16299
 KU1441.by the Center for Operational Oceanographic Products and Services.
 KU1441
 KU1441.The geoid height was determined by GEOID03.
 KU1441
 KU1441.The dynamic height is computed by dividing the NAVD 88
 KU1441.geopotential number by the normal gravity value computed on the
 KU1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1441.degrees latitude (g = 980.6199 gals.).
 KU1441
 KU1441.The modeled gravity was interpolated from observed gravity values.
 KU1441
 KU1441;                    North         East    Units  Estimated Accuracy
 KU1441;SPC NY E     -   214,990.      194,770.      MT  (+/- 180 meters Scaled)
 KU1441
 KU1441                          SUPERSEDED SURVEY CONTROL
 KU1441
 KU1441  NGVD 29 (??/??/92)   20.312  (m)           66.64   (f) ADJ UNCH    1 2
 KU1441
 KU1441.Superseded values are not recommended for survey control.
 KU1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1441.See file dsdata.txt to determine how the superseded data were derived.
 KU1441
 KU1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL869135(NAD 83)
 KU1441_MARKER: Z = SEE DESCRIPTION
 KU1441_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KU1441_SP_SET: UNSPECIFIED ROCK
 KU1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1441+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 KU1441
 KU1441  HISTORY     - Date     Condition        Report By
 KU1441  HISTORY     - UNK      MONUMENTED       NY4170
 KU1441  HISTORY     - 1952     GOOD             NGS
 KU1441  HISTORY     - 20020812 GOOD             USPSQD
 KU1441  HISTORY     - 20040930 GOOD             GEOCAC
 KU1441  HISTORY     - 20060821 GOOD             USPSQD
 KU1441
 KU1441                          STATION DESCRIPTION
 KU1441
 KU1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1441'AT NEW YORK.
 KU1441'AT NEW YORK, IN BOROUGH OF MANHATTAN, NEAR INTERSECTION OF 5TH
 KU1441'AVENUE AND EAST 66TH STREET, IN CENTRAL PARK, 8 FEET NORTHEAST
 KU1441'OF PROLONGED NORTHEAST BUILDING LINE OF EAST 66TH STREET, 14
 KU1441'FEET NORTHWEST OF GRANITE WALL SEPARATING 5TH AVENUE AND CENTRAL
 KU1441'PARK, 25.6 FEET NORTH-NORTHEAST OF NORTH CORNER OF GRANITE BASE
 KU1441'OF SOLDIERS MONUMENT, THE BOTTOM OF A 2-INCH CUT ABOUT 1/3 INCH
 KU1441'DEEP CUT IN NATURAL ROCK, JUST SOUTH OF A 1 FOOT LETTER B CUT
 KU1441'IN SAME ROCK AND ABOUT 4 FEET ABOVE 5TH AVENUE SIDE WALK.
 KU1441
 KU1441                          STATION RECOVERY (2002)
 KU1441
 KU1441'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KU1441'ENTIRE SOLDIER'S MONUMENT AND BASE HAS BEEN RELOCATED TO 67TH STREET.
 KU1441'66TH STREET NOW GOES THROUGH CENTRAL PARK.  REMAINDER OF DESCRIPTION
 KU1441'CONTINUES TO BE ADEQUATE.
 KU1441
 KU1441                          STATION RECOVERY (2004)
 KU1441
 KU1441'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 KU1441'THIS MARK WAS FOUND AS DESCRIBED. IT IS A 2-INCH X 2-INCH SQUARE HOLE
 KU1441'CUT INTO THE ROCK AT ABOUT ITS HIGHEST POINT.
 KU1441' 
 KU1441'HANDHELD GPS COORDINATES ARE  N 40 46 08.3   W 72 58 11.0
 KU1441
 KU1441                          STATION RECOVERY (2006)
 KU1441
 KU1441'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 KU1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0628 ***********************************************************************
 KU0628  DESIGNATION -  162 NC
 KU0628  PID         -  KU0628
 KU0628  STATE/COUNTY-  NY/NASSAU
 KU0628  USGS QUAD   -  AMITYVILLE (1979)
 KU0628
 KU0628                         *CURRENT SURVEY CONTROL
 KU0628  ___________________________________________________________________
 KU0628* NAD 83(1986)-  40 39 59.     (N)    073 27 50.     (W)     SCALED    
 KU0628* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 KU0628  ___________________________________________________________________
 KU0628  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU0628
 KU0628  VERT ORDER  -  ? (See Below)
 KU0628
 KU0628.The horizontal coordinates were scaled from a topographic map and have
 KU0628.an estimated accuracy of +/- 6 seconds.
 KU0628
 KU0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0628.The vertical order pertains to the NGVD 29 superseded value.
 KU0628
 KU0628.The geoid height was determined by GEOID03.
 KU0628
 KU0628;                    North         East    Units  Estimated Accuracy
 KU0628;SPC NY L     -    55,630.      345,330.      MT  (+/- 180 meters Scaled)
 KU0628
 KU0628                          SUPERSEDED SURVEY CONTROL
 KU0628
 KU0628  NGVD 29 (??/??/92)    3.478  (m)           11.41   (f) ADJ UNCH    ?  
 KU0628
 KU0628.Superseded values are not recommended for survey control.
 KU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0628.See file dsdata.txt to determine how the superseded data were derived.
 KU0628
 KU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL298028(NAD 83)
 KU0628_MARKER: Q = CHISELED SQUARE
 KU0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0628_SP_SET: CURB
 KU0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0628
 KU0628  HISTORY     - Date     Condition        Report By
 KU0628  HISTORY     - UNK      MONUMENTED       NY-059
 KU0628  HISTORY     - 1932     GOOD             NGS
 KU0628  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0628
 KU0628                          STATION DESCRIPTION
 KU0628
 KU0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0628'AT BILTMORE SHORES.
 KU0628'AT BILTMORE SHORES, NASSAU COUNTY, AT THE INTERSECTION OF MERRICK
 KU0628'ROAD AND FOX BOULEVARD, 156 FEET WEST OF THE CENTERLINE OF THE
 KU0628'EAST DRIVEWAY TO THE R.A. CARROON RESIDENCE, AND ON THE TOP OF
 KU0628'THE NORTH CURB OF MERRICK ROAD.  A CHISELED SQUARE MARKED WITH
 KU0628'THE PAINTED FIGURES NC BM 162.
 KU0628
 KU0628                          STATION RECOVERY (1985)
 KU0628
 KU0628'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2246 ***********************************************************************
 PH2246  DESIGNATION -  162 SUB IBC
 PH2246  PID         -  PH2246
 PH2246  STATE/COUNTY-  NY/ST LAWRENCE
 PH2246  USGS QUAD   -  REDWOOD (1982)
 PH2246
 PH2246                         *CURRENT SURVEY CONTROL
 PH2246  ___________________________________________________________________
 PH2246* NAD 83(1996)-  44 30 55.12530(N)    075 45 19.35629(W)     ADJUSTED  
 PH2246* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2246  ___________________________________________________________________
 PH2246  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 PH2246  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 PH2246
 PH2246  HORZ ORDER  -  THIRD
 PH2246
 PH2246.The horizontal coordinates were established by classical geodetic methods
 PH2246.and adjusted by the National Geodetic Survey in January 1999..
 PH2246
 PH2246.The orthometric height was scaled from a topographic map.
 PH2246
 PH2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2246
 PH2246.The geoid height was determined by GEOID03.
 PH2246
 PH2246;                    North         East     Units Scale Factor Converg.
 PH2246;SPC NY E     -   631,784.346    50,196.405   MT  1.00002246   -0 52 48.8
 PH2246;SPC NY E     - 2,072,779.14    164,686.04   sFT  1.00002246   -0 52 48.8
 PH2246;UTM  18      - 4,929,387.531   439,964.935   MT  0.99964432   -0 31 46.6
 PH2246
 PH2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2246!SPC NY E     -   0.99999326  x   1.00002246  =   1.00001572
 PH2246!UTM  18      -   0.99999326  x   0.99964432  =   0.99963758
 PH2246
 PH2246:                Primary Azimuth Mark                     Grid Az
 PH2246:SPC NY E     -  BIRCH IBC                                050 44 19.4
 PH2246:UTM  18      -  BIRCH IBC                                050 23 17.2
 PH2246
 PH2246|---------------------------------------------------------------------|
 PH2246| PID    Reference Object                     Distance      Geod. Az  |
 PH2246|                                                           dddmmss.s |
 PH2246| PH2229 BIRCH IBC                           APPROX. 2.1 KM 0495130.6 |
 PH2246| PH2245 162 IWC                               0.360 METERS 08237     |
 PH2246| PH2047 CROSSOVER IS CHAN LT IBC            APPROX. 2.7 KM 2214542.8 |
 PH2246|---------------------------------------------------------------------|
 PH2246
 PH2246                          SUPERSEDED SURVEY CONTROL
 PH2246
 PH2246  NAD 83(1986)-  44 30 55.13249(N)    075 45 19.35774(W) AD(       ) 3
 PH2246  NAD 27      -  44 30 54.93500(N)    075 45 20.52800(W) AD(       ) 3
 PH2246
 PH2246.Superseded values are not recommended for survey control.
 PH2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2246.See file dsdata.txt to determine how the superseded data were derived.
 PH2246
 PH2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3996529388(NAD 83)
 PH2246_MARKER: DD = SURVEY DISK
 PH2246_SETTING: 66 = SET IN ROCK OUTCROP
 PH2246_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2246+STABILITY: POSITION/ELEVATION WELL
 PH2246
 PH2246  HISTORY     - Date     Condition        Report By
 PH2246  HISTORY     - 1939     MONUMENTED       IBC
 PH2246  HISTORY     - 1957     GOOD             IBC
 PH2246  HISTORY     - 19950903 GOOD             USPSQD
 PH2246
 PH2246                          STATION DESCRIPTION
 PH2246
 PH2246'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2246'ON A SMALL ROCK ISLAND ABOUT 50 BY 150 FEET IN AREA ABOUT 590 FEET
 PH2246'OFFSHORE FROM OAK POINT ON THE SOUTH SHORE OF THE ST LAWRENCE RIVER,
 PH2246'AND ABOUT 625 FEET WEST OF A SMALL ROCK ISLAND WITH A GREEN COTTAGE
 PH2246'AND A NAVIGATION RANGEPOLE ON IT.  THE STATION IS ON THE SOUTHWEST
 PH2246'END OF THE ISLAND AND ABOUT MIDWAY BETWEEN THE SIDES.
 PH2246'
 PH2246'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION BRONZE - DISK
 PH2246'STATION MARK SET IN SOLID ROCK.  REFERENCE MARK 1 IS A DRILL HOLE AND
 PH2246'AN ARROW POINTING TOWARD THE STATION CUT IN THE LEDGE ROCK NEAR THE
 PH2246'SOUTHWEST CORNER OF THE ISLAND.  REFERENCE MARK 2 IS A LIKE MARK CUT
 PH2246'IN THE LEDGE ROCK EAST OF THE STATION AND ABOUT MIDWAY BETWEEN THE
 PH2246'SIDES OF THE ISLAND.
 PH2246
 PH2246                          STATION RECOVERY (1957)
 PH2246
 PH2246'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2246'STATION RECOVERED IN GOOD CONDITION.
 PH2246
 PH2246                          STATION RECOVERY (1995)
 PH2246
 PH2246'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0916 ***********************************************************************
 MZ0916  DESIGNATION -  162.2
 MZ0916  PID         -  MZ0916
 MZ0916  STATE/COUNTY-  NY/SCHENECTADY
 MZ0916  USGS QUAD   -  SCHENECTADY (1980)
 MZ0916
 MZ0916                         *CURRENT SURVEY CONTROL
 MZ0916  ___________________________________________________________________
 MZ0916* NAD 83(1986)-  42 50 28.     (N)    073 57 55.     (W)     SCALED    
 MZ0916* NAVD 88     -        74.948  (meters)     245.89   (feet)  ADJUSTED  
 MZ0916  ___________________________________________________________________
 MZ0916  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 MZ0916  DYNAMIC HT  -          74.928 (meters)     245.83  (feet)  COMP
 MZ0916  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 MZ0916
 MZ0916  VERT ORDER  -  FIRST     CLASS II
 MZ0916
 MZ0916.The horizontal coordinates were scaled from a topographic map and have
 MZ0916.an estimated accuracy of +/- 6 seconds.
 MZ0916
 MZ0916.The orthometric height was determined by differential leveling
 MZ0916.and adjusted by the National Geodetic Survey in June 1991..
 MZ0916
 MZ0916.The geoid height was determined by GEOID03.
 MZ0916
 MZ0916.The dynamic height is computed by dividing the NAVD 88
 MZ0916.geopotential number by the normal gravity value computed on the
 MZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0916.degrees latitude (g = 980.6199 gals.).
 MZ0916
 MZ0916.The modeled gravity was interpolated from observed gravity values.
 MZ0916
 MZ0916;                    North         East    Units  Estimated Accuracy
 MZ0916;SPC NY E     -   445,160.      193,710.      MT  (+/- 180 meters Scaled)
 MZ0916
 MZ0916                          SUPERSEDED SURVEY CONTROL
 MZ0916
 MZ0916  NGVD 29 (??/??/92)   75.107  (m)          246.41   (f) ADJ UNCH    1 2
 MZ0916
 MZ0916.Superseded values are not recommended for survey control.
 MZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0916.See file dsdata.txt to determine how the superseded data were derived.
 MZ0916
 MZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN845436(NAD 83)
 MZ0916_MARKER: B = BOLT
 MZ0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0916_SP_SET: CULVERT
 MZ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0916
 MZ0916  HISTORY     - Date     Condition        Report By
 MZ0916  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0916  HISTORY     - 1942     GOOD             NGS
 MZ0916
 MZ0916                          STATION DESCRIPTION
 MZ0916
 MZ0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0916'2.9 MI W FROM SCHENECTADY.
 MZ0916'ABOUT 2.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0916'STATION AT SCHENECTADY, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 MZ0916'WALL OF CULVERT NO. 10.799, AT THE PRIVATE ROAD CROSSING, 66 FEET
 MZ0916'NORTH OF POLE NO. 162-10, 39.7 FEET EAST OF POLE NO. 162-11, 20.8 FEET
 MZ0916'SOUTHEAST OF THE CENTER-LINE OF THE ROAD, 8.3 FEET SOUTHWEST OF THE
 MZ0916'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, ABOUT 2 FEET BELOW TRACK LEVEL.
 MZ0916'A IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0498 ***********************************************************************
 MZ0498  DESIGNATION -  162.77
 MZ0498  PID         -  MZ0498
 MZ0498  STATE/COUNTY-  NY/COLUMBIA
 MZ0498  USGS QUAD   -  STATE LINE (1975)
 MZ0498
 MZ0498                         *CURRENT SURVEY CONTROL
 MZ0498  ___________________________________________________________________
 MZ0498* NAD 83(1986)-  42 21 30.     (N)    073 25 29.     (W)     SCALED    
 MZ0498* NAVD 88     -       282.587  (meters)     927.12   (feet)  ADJUSTED  
 MZ0498  ___________________________________________________________________
 MZ0498  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 MZ0498  DYNAMIC HT  -         282.484 (meters)     926.78  (feet)  COMP
 MZ0498  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 MZ0498
 MZ0498  VERT ORDER  -  FIRST     CLASS II
 MZ0498
 MZ0498.The horizontal coordinates were scaled from a topographic map and have
 MZ0498.an estimated accuracy of +/- 6 seconds.
 MZ0498
 MZ0498.The orthometric height was determined by differential leveling
 MZ0498.and adjusted by the National Geodetic Survey in June 1991..
 MZ0498
 MZ0498.The geoid height was determined by GEOID03.
 MZ0498
 MZ0498.The dynamic height is computed by dividing the NAVD 88
 MZ0498.geopotential number by the normal gravity value computed on the
 MZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0498.degrees latitude (g = 980.6199 gals.).
 MZ0498
 MZ0498.The modeled gravity was interpolated from observed gravity values.
 MZ0498
 MZ0498;                    North         East    Units  Estimated Accuracy
 MZ0498;SPC NY E     -   391,960.      238,580.      MT  (+/- 180 meters Scaled)
 MZ0498
 MZ0498                          SUPERSEDED SURVEY CONTROL
 MZ0498
 MZ0498  NGVD 29 (??/??/92)  282.730  (m)          927.59   (f) ADJ UNCH    1 2
 MZ0498
 MZ0498.Superseded values are not recommended for survey control.
 MZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0498.See file dsdata.txt to determine how the superseded data were derived.
 MZ0498
 MZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM297907(NAD 83)
 MZ0498_MARKER: B = BOLT
 MZ0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0498_SP_SET: SIGNAL POST
 MZ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0498
 MZ0498  HISTORY     - Date     Condition        Report By
 MZ0498  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0498  HISTORY     - 1933     GOOD             NGS
 MZ0498
 MZ0498                          STATION DESCRIPTION
 MZ0498
 MZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0498'AT STATE LINE.
 MZ0498'ON BOSTON AND ALBANY RAILROAD, ON SIGNAL POST 162.64, TOP SW ANCHOR
 MZ0498'BOLT, 10 FEET S OF S RAIL, 1 FOOT BELOW BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0391 ***********************************************************************
 PH0391  DESIGNATION -  1628 PTS 5
 PH0391  PID         -  PH0391
 PH0391  STATE/COUNTY-  NY/ST LAWRENCE
 PH0391  USGS QUAD   -  CHILDWOLD (1968)
 PH0391
 PH0391                         *CURRENT SURVEY CONTROL
 PH0391  ___________________________________________________________________
 PH0391* NAD 83(1986)-  44 17 10.     (N)    074 39 47.     (W)     SCALED    
 PH0391* NAVD 88     -       496.164  (meters)    1627.83   (feet)  ADJUSTED  
 PH0391  ___________________________________________________________________
 PH0391  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 PH0391  DYNAMIC HT  -         496.075 (meters)    1627.54  (feet)  COMP
 PH0391  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 PH0391
 PH0391  VERT ORDER  -  SECOND    CLASS 0
 PH0391
 PH0391.The horizontal coordinates were scaled from a topographic map and have
 PH0391.an estimated accuracy of +/- 6 seconds.
 PH0391
 PH0391.The orthometric height was determined by differential leveling
 PH0391.and adjusted by the National Geodetic Survey in June 1991..
 PH0391
 PH0391.The geoid height was determined by GEOID03.
 PH0391
 PH0391.The dynamic height is computed by dividing the NAVD 88
 PH0391.geopotential number by the normal gravity value computed on the
 PH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0391.degrees latitude (g = 980.6199 gals.).
 PH0391
 PH0391.The modeled gravity was interpolated from observed gravity values.
 PH0391
 PH0391;                    North         East    Units  Estimated Accuracy
 PH0391;SPC NY E     -   605,560.      136,990.      MT  (+/- 180 meters Scaled)
 PH0391
 PH0391                          SUPERSEDED SURVEY CONTROL
 PH0391
 PH0391  NGVD 29 (??/??/92)  496.243  (m)         1628.09   (f) ADJ UNCH    2 0
 PH0391
 PH0391.Superseded values are not recommended for survey control.
 PH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0391.See file dsdata.txt to determine how the superseded data were derived.
 PH0391
 PH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ268037(NAD 83)
 PH0391_MARKER: DD = SURVEY DISK
 PH0391_SETTING: 80 = SET IN A BOULDER
 PH0391_SP_SET: BOULDER
 PH0391_STAMPING: P.T.S NO. 15 1628-1916
 PH0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0391+STABILITY: SURFACE MOTION
 PH0391
 PH0391  HISTORY     - Date     Condition        Report By
 PH0391  HISTORY     - 1916     MONUMENTED       USGS
 PH0391  HISTORY     - 1935     GOOD             NGS
 PH0391  HISTORY     - 1963     GOOD             LDA
 PH0391
 PH0391                          STATION DESCRIPTION
 PH0391
 PH0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0391'2.8 MI SE FROM SEVEY.
 PH0391'IS LOCATED 2.8 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS NO. 3
 PH0391'AND 56 AT SEVEY.  75 YDS. SOUTHEAST OF SOUTH EAST CORNER OF A.F.
 PH0391'CARDINALS RESIDENCE.  58 YDS. EAST OF EAST END OF SOCONY OIL STATION.
 PH0391'37.5 FT. SOUTH OF CENTERLINE OF HIGHWAY.  TABLET SET IN LARGE BOULDER
 PH0391'3 FT. ABOVE GROUND.  SET FLUSH IN BOULDER.  NOTE-- BM IS ALSO 56.1 FT
 PH0391'SW OF POLE NO. 171, NYT 162 AND 42.9 FT W OF A FENCE CORNER.
 PH0391
 PH0391                          STATION RECOVERY (1963)
 PH0391
 PH0391'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2241 ***********************************************************************
 PH2241  DESIGNATION -  163 SUB IBC
 PH2241  PID         -  PH2241
 PH2241  STATE/COUNTY-  NY/ST LAWRENCE
 PH2241  USGS QUAD   -  REDWOOD (1982)
 PH2241
 PH2241                         *CURRENT SURVEY CONTROL
 PH2241  ___________________________________________________________________
 PH2241* NAD 83(1996)-  44 31 57.67953(N)    075 45 24.97401(W)     ADJUSTED  
 PH2241* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2241  ___________________________________________________________________
 PH2241  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 PH2241  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 PH2241
 PH2241  HORZ ORDER  -  THIRD
 PH2241
 PH2241.The horizontal coordinates were established by classical geodetic methods
 PH2241.and adjusted by the National Geodetic Survey in January 1999..
 PH2241
 PH2241.The orthometric height was scaled from a topographic map.
 PH2241
 PH2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2241
 PH2241.The geoid height was determined by GEOID03.
 PH2241
 PH2241;                    North         East     Units Scale Factor Converg.
 PH2241;SPC NY E     -   633,716.952    50,102.050   MT  1.00002269   -0 52 53.7
 PH2241;SPC NY E     - 2,079,119.70    164,376.48   sFT  1.00002269   -0 52 53.7
 PH2241;UTM  18      - 4,931,318.793   439,858.794   MT  0.99964448   -0 31 51.1
 PH2241
 PH2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2241!SPC NY E     -   0.99999326  x   1.00002269  =   1.00001595
 PH2241!UTM  18      -   0.99999326  x   0.99964448  =   0.99963774
 PH2241
 PH2241:                Primary Azimuth Mark                     Grid Az
 PH2241:SPC NY E     -  MOLLYS GUT USLS                          049 09 07.1
 PH2241:UTM  18      -  MOLLYS GUT USLS                          048 48 04.5
 PH2241
 PH2241|---------------------------------------------------------------------|
 PH2241| PID    Reference Object                     Distance      Geod. Az  |
 PH2241|                                                           dddmmss.s |
 PH2241| PH2228 MOLLYS GUT USLS                     APPROX. 2.5 KM 0481613.4 |
 PH2241| PH2047 CROSSOVER IS CHAN LT IBC            APPROX. 4.3 KM 2030822.6 |
 PH2241|---------------------------------------------------------------------|
 PH2241
 PH2241                          SUPERSEDED SURVEY CONTROL
 PH2241
 PH2241  NAD 83(1986)-  44 31 57.68693(N)    075 45 24.97541(W) AD(       ) 3
 PH2241  NAD 27      -  44 31 57.48700(N)    075 45 26.14300(W) AD(       ) 3
 PH2241
 PH2241.Superseded values are not recommended for survey control.
 PH2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2241.See file dsdata.txt to determine how the superseded data were derived.
 PH2241
 PH2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3985931319(NAD 83)
 PH2241_MARKER: DD = SURVEY DISK
 PH2241_SETTING: 66 = SET IN ROCK OUTCROP
 PH2241_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2241+STABILITY: POSITION/ELEVATION WELL
 PH2241
 PH2241  HISTORY     - Date     Condition        Report By
 PH2241  HISTORY     - 1939     MONUMENTED       IBC
 PH2241  HISTORY     - 1957     GOOD             IBC
 PH2241  HISTORY     - 19950903 GOOD             USPSQD
 PH2241
 PH2241                          STATION DESCRIPTION
 PH2241
 PH2241'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2241'ABOUT 5 MILES SOUTHWEST OF BROCKVILLE, ON A SMALL ROCK ISLAND ON COLE
 PH2241'SHOAL 1150 FEET OFF THE NORTH SHORE OF THE ST LAWRENCE RIVER.  COLE
 PH2241'SHOAL LIGHTHOUSE, NOT NOW IN USE, IS ON THE ISLAND.  THE STATION IS ON
 PH2241'THE BEDROCK SOUTHWEST OF THE LIGHTHOUSE.
 PH2241'
 PH2241'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2241'DISK STATION MARK SET IN A DRILL HOLE IN THE BEDROCK.  REFERENCE MARK
 PH2241'1 IS A DRILL HOLE AND AN ARROW POINTING TOWARD THE STATION CUT IN THE
 PH2241'BEDROCK 60 FEET SOUTHWEST OF THE LIGHTHOUSE.
 PH2241
 PH2241                          STATION RECOVERY (1957)
 PH2241
 PH2241'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2241'STATION RECOVERED IN GOOD CONDITION.
 PH2241
 PH2241                          STATION RECOVERY (1995)
 PH2241
 PH2241'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0050 ***********************************************************************
 NC0050  DESIGNATION -  1630.10
 NC0050  PID         -  NC0050
 NC0050  STATE/COUNTY-  NY/WYOMING
 NC0050  USGS QUAD   -  ARCADE (1979)
 NC0050
 NC0050                         *CURRENT SURVEY CONTROL
 NC0050  ___________________________________________________________________
 NC0050* NAD 83(1986)-  42 36 31.     (N)    078 24 42.     (W)     SCALED    
 NC0050* NAVD 88     -       496.767  (meters)    1629.81   (feet)  ADJUSTED  
 NC0050  ___________________________________________________________________
 NC0050  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NC0050  DYNAMIC HT  -         496.593 (meters)    1629.24  (feet)  COMP
 NC0050  MODELED GRAV-     980,253.5   (mgal)                       NAVD 88
 NC0050
 NC0050  VERT ORDER  -  SECOND    CLASS 0
 NC0050
 NC0050.The horizontal coordinates were scaled from a topographic map and have
 NC0050.an estimated accuracy of +/- 6 seconds.
 NC0050
 NC0050.The orthometric height was determined by differential leveling
 NC0050.and adjusted by the National Geodetic Survey in June 1991..
 NC0050
 NC0050.The geoid height was determined by GEOID03.
 NC0050
 NC0050.The dynamic height is computed by dividing the NAVD 88
 NC0050.geopotential number by the normal gravity value computed on the
 NC0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0050.degrees latitude (g = 980.6199 gals.).
 NC0050
 NC0050.The modeled gravity was interpolated from observed gravity values.
 NC0050
 NC0050;                    North         East    Units  Estimated Accuracy
 NC0050;SPC NY W     -   289,710.      364,090.      MT  (+/- 180 meters Scaled)
 NC0050
 NC0050                          SUPERSEDED SURVEY CONTROL
 NC0050
 NC0050  NGVD 29 (??/??/92)  496.890  (m)         1630.21   (f) ADJ UNCH    2 0
 NC0050
 NC0050.Superseded values are not recommended for survey control.
 NC0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0050.See file dsdata.txt to determine how the superseded data were derived.
 NC0050
 NC0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH123206(NAD 83)
 NC0050_MARKER: Q = CHISELED SQUARE
 NC0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0050_SP_SET: BRIDGE
 NC0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0050
 NC0050  HISTORY     - Date     Condition        Report By
 NC0050  HISTORY     - UNK      MONUMENTED       USGS
 NC0050  HISTORY     - 1935     GOOD             NGS
 NC0050  HISTORY     - 1944     GOOD             LOCENG
 NC0050
 NC0050                          STATION DESCRIPTION
 NC0050
 NC0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0050'0.8 MI S FROM CURRIERS.
 NC0050'0.8 MILE SOUTH OF CURRIERS ON A. AND A.R.R. IN BRIDGE NO. 18 IN SOUTH
 NC0050'ABUTMENT, EAST END 6 FEET EAST OF CENTER LINE OF TRACK 6 INCHES BELOW
 NC0050'TOP OF RAIL.  NOTE-- RAIL AND TRACKS REMOVED.
 NC0050
 NC0050                          STATION RECOVERY (1944)
 NC0050
 NC0050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 NC0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0191 ***********************************************************************
 PH0191  DESIGNATION -  1632
 PH0191  PID         -  PH0191
 PH0191  STATE/COUNTY-  NY/FRANKLIN
 PH0191  USGS QUAD   -  
 PH0191
 PH0191                         *CURRENT SURVEY CONTROL
 PH0191  ___________________________________________________________________
 PH0191* NAD 83(1986)-  44 21 28.     (N)    074 19 09.     (W)     SCALED    
 PH0191* NAVD 88     -       497.438  (meters)    1632.01   (feet)  ADJUSTED  
 PH0191  ___________________________________________________________________
 PH0191  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 PH0191  DYNAMIC HT  -         497.342 (meters)    1631.70  (feet)  COMP
 PH0191  MODELED GRAV-     980,410.3   (mgal)                       NAVD 88
 PH0191
 PH0191  VERT ORDER  -  FIRST     CLASS II
 PH0191
 PH0191.The horizontal coordinates were scaled from a topographic map and have
 PH0191.an estimated accuracy of +/- 6 seconds.
 PH0191
 PH0191.The orthometric height was determined by differential leveling
 PH0191.and adjusted by the National Geodetic Survey in June 1991..
 PH0191
 PH0191.The geoid height was determined by GEOID03.
 PH0191
 PH0191.The dynamic height is computed by dividing the NAVD 88
 PH0191.geopotential number by the normal gravity value computed on the
 PH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0191.degrees latitude (g = 980.6199 gals.).
 PH0191
 PH0191.The modeled gravity was interpolated from observed gravity values.
 PH0191
 PH0191;                    North         East    Units  Estimated Accuracy
 PH0191;SPC NY E     -   613,530.      164,420.      MT  (+/- 180 meters Scaled)
 PH0191
 PH0191                          SUPERSEDED SURVEY CONTROL
 PH0191
 PH0191  NGVD 29 (??/??/92)  497.478  (m)         1632.14   (f) ADJ UNCH    1 2
 PH0191
 PH0191.Superseded values are not recommended for survey control.
 PH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0191.See file dsdata.txt to determine how the superseded data were derived.
 PH0191
 PH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ542118(NAD 83)
 PH0191_MARKER: DD = SURVEY DISK
 PH0191_SETTING: 66 = SET IN ROCK OUTCROP
 PH0191_SP_SET: ROCK CUT
 PH0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0191+STABILITY: POSITION/ELEVATION WELL
 PH0191
 PH0191  HISTORY     - Date     Condition        Report By
 PH0191  HISTORY     - UNK      MONUMENTED       USGS
 PH0191  HISTORY     - 1931     GOOD             NGS
 PH0191
 PH0191                          STATION DESCRIPTION
 PH0191
 PH0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0191'1.7 MI S FROM SARANAC INN STATION.
 PH0191'ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  230 FEET SOUTH
 PH0191'OF MILEPOST H-127, 7 FEET WEST RAIL.  ABOUT 3.5 FEET ABOVE GROUND
 PH0191'LEVEL, AND IN THE CENTER OF A ROCK CUT.  NOTE-- THE DISK HAS BEEN
 PH0191'BROKEN AWAY, AND ONLY THE STEM WITH THE CROSS MARK REMAIN LEADED IN
 PH0191'THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0570 ***********************************************************************
 NA0570  DESIGNATION -  1633 A
 NA0570  PID         -  NA0570
 NA0570  STATE/COUNTY-  NY/DELAWARE
 NA0570  USGS QUAD   -  HARPERSFIELD (1982)
 NA0570
 NA0570                         *CURRENT SURVEY CONTROL
 NA0570  ___________________________________________________________________
 NA0570* NAD 83(1986)-  42 22 31.     (N)    074 39 53.     (W)     SCALED    
 NA0570* NAVD 88     -       498.084  (meters)    1634.13   (feet)  ADJUSTED  
 NA0570  ___________________________________________________________________
 NA0570  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 NA0570  DYNAMIC HT  -         497.904 (meters)    1633.54  (feet)  COMP
 NA0570  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 NA0570
 NA0570  VERT ORDER  -  SECOND    CLASS 0
 NA0570
 NA0570.The horizontal coordinates were scaled from a topographic map and have
 NA0570.an estimated accuracy of +/- 6 seconds.
 NA0570
 NA0570.The orthometric height was determined by differential leveling
 NA0570.and adjusted by the National Geodetic Survey in June 1991..
 NA0570
 NA0570.The geoid height was determined by GEOID03.
 NA0570
 NA0570.The dynamic height is computed by dividing the NAVD 88
 NA0570.geopotential number by the normal gravity value computed on the
 NA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0570.degrees latitude (g = 980.6199 gals.).
 NA0570
 NA0570.The modeled gravity was interpolated from observed gravity values.
 NA0570
 NA0570;                    North         East    Units  Estimated Accuracy
 NA0570;SPC NY E     -   393,290.      136,430.      MT  (+/- 180 meters Scaled)
 NA0570
 NA0570                          SUPERSEDED SURVEY CONTROL
 NA0570
 NA0570  NGVD 29 (??/??/92)  498.245  (m)         1634.66   (f) ADJ UNCH    2 0
 NA0570
 NA0570.Superseded values are not recommended for survey control.
 NA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0570.See file dsdata.txt to determine how the superseded data were derived.
 NA0570
 NA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM276914(NAD 83)
 NA0570_MARKER: DD = SURVEY DISK
 NA0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0570_SP_SET: WALL
 NA0570_STAMPING: 1633 ALBANY 1901
 NA0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0570
 NA0570  HISTORY     - Date     Condition        Report By
 NA0570  HISTORY     - 1901     MONUMENTED       USGS
 NA0570
 NA0570                          STATION DESCRIPTION
 NA0570
 NA0570'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 NA0570'0.2 MI NE FROM HOBART.
 NA0570'0.2 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NA0570'STATION AT HOBART, DELAWARE COUNTY, 1800 FEET SOUTHWEST OF MILEPOST K
 NA0570'77, AT 40-FOOT GIRDER BRIDGE 70 OVER A CREEK, IN THE TOP OF THE
 NA0570'SOUTHEAST CORNER OF THE SOUTHWEST BACK WALL, 11 FEET WEST OF THE
 NA0570'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 NA0570'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1633 ALBANY
 NA0570'1901.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0948 ***********************************************************************
 OD0948  DESIGNATION -  1635
 OD0948  PID         -  OD0948
 OD0948  STATE/COUNTY-  NY/SARATOGA
 OD0948  USGS QUAD   -  PORTER CORNERS (1968)
 OD0948
 OD0948                         *CURRENT SURVEY CONTROL
 OD0948  ___________________________________________________________________
 OD0948* NAD 83(1986)-  43 10 27.     (N)    073 59 23.     (W)     SCALED    
 OD0948* NAVD 88     -       498.748  (meters)    1636.31   (feet)  ADJUSTED  
 OD0948  ___________________________________________________________________
 OD0948  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 OD0948  DYNAMIC HT  -         498.603 (meters)    1635.83  (feet)  COMP
 OD0948  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 OD0948
 OD0948  VERT ORDER  -  SECOND    CLASS 0
 OD0948
 OD0948.The horizontal coordinates were scaled from a topographic map and have
 OD0948.an estimated accuracy of +/- 6 seconds.
 OD0948
 OD0948.The orthometric height was determined by differential leveling
 OD0948.and adjusted by the National Geodetic Survey in June 1991..
 OD0948
 OD0948.The geoid height was determined by GEOID03.
 OD0948
 OD0948.The dynamic height is computed by dividing the NAVD 88
 OD0948.geopotential number by the normal gravity value computed on the
 OD0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0948.degrees latitude (g = 980.6199 gals.).
 OD0948
 OD0948.The modeled gravity was interpolated from observed gravity values.
 OD0948
 OD0948;                    North         East    Units  Estimated Accuracy
 OD0948;SPC NY E     -   482,150.      191,490.      MT  (+/- 180 meters Scaled)
 OD0948
 OD0948                          SUPERSEDED SURVEY CONTROL
 OD0948
 OD0948  NGVD 29 (??/??/92)  498.887  (m)         1636.77   (f) ADJ UNCH    2 0
 OD0948
 OD0948.Superseded values are not recommended for survey control.
 OD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0948.See file dsdata.txt to determine how the superseded data were derived.
 OD0948
 OD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN821806(NAD 83)
 OD0948_MARKER: DB = BENCH MARK DISK
 OD0948_SETTING: 66 = SET IN ROCK OUTCROP
 OD0948_SP_SET: ROCK OUTCROP
 OD0948_STAMPING: 1635 ALBANY
 OD0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0948+STABILITY: POSITION/ELEVATION WELL
 OD0948
 OD0948  HISTORY     - Date     Condition        Report By
 OD0948  HISTORY     - 1935     MONUMENTED       USGS
 OD0948  HISTORY     - 1942     GOOD             NGS
 OD0948  HISTORY     - 19981005 GOOD             USPSQD
 OD0948
 OD0948                          STATION DESCRIPTION
 OD0948
 OD0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0948'6.9 MI NW FROM PORTER CORNERS.
 OD0948'6.2 SE OF BATCHELLERVILLE, 6.9 MILES NORTHWEST ALONG THE COUNTY ROAD
 OD0948'FROM THE POST OFFICE AT PORTER CORNERS, SET IN THE TOP OF A ROCK
 OD0948'OUT-CROP, 70 FEET NORTHEAST OF THE CENTER-LINE OF THE MAIN ROAD AND A
 OD0948'FAINT SIDE ROAD LEADING EAST (THE CENTER-LINE OF THESE ROADS BEING AT
 OD0948'THE SUMMIT OF A HILL), 46 FEET SOUTH OF THE CENTER-LINE OF THE SIDE
 OD0948'ROAD, 37 FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, ABOUT 3 FEET
 OD0948'ABOVE MAIN ROAD.  A U. S. GEOLOGICAL SURVEY ALUMINUM DISK.
 OD0948
 OD0948                          STATION RECOVERY (1998)
 OD0948
 OD0948'RECOVERY NOTE BY US POWER SQUADRON 1998
 OD0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1235 ***********************************************************************
 MZ1235  DESIGNATION -  163.7
 MZ1235  PID         -  MZ1235
 MZ1235  STATE/COUNTY-  NY/SCHENECTADY
 MZ1235  USGS QUAD   -  SCHENECTADY (1980)
 MZ1235
 MZ1235                         *CURRENT SURVEY CONTROL
 MZ1235  ___________________________________________________________________
 MZ1235* NAD 83(1986)-  42 51 06.     (N)    073 59 33.     (W)     SCALED    
 MZ1235* NAVD 88     -        79.070  (meters)     259.42   (feet)  ADJUSTED  
 MZ1235  ___________________________________________________________________
 MZ1235  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 MZ1235  DYNAMIC HT  -          79.049 (meters)     259.35  (feet)  COMP
 MZ1235  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 MZ1235
 MZ1235  VERT ORDER  -  FIRST     CLASS II
 MZ1235
 MZ1235.The horizontal coordinates were scaled from a topographic map and have
 MZ1235.an estimated accuracy of +/- 6 seconds.
 MZ1235
 MZ1235.The orthometric height was determined by differential leveling
 MZ1235.and adjusted by the National Geodetic Survey in June 1991..
 MZ1235.WARNING-Repeat measurements at this control monument indicate possible
 MZ1235.vertical movement.
 MZ1235
 MZ1235.The geoid height was determined by GEOID03.
 MZ1235
 MZ1235.The dynamic height is computed by dividing the NAVD 88
 MZ1235.geopotential number by the normal gravity value computed on the
 MZ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1235.degrees latitude (g = 980.6199 gals.).
 MZ1235
 MZ1235.The modeled gravity was interpolated from observed gravity values.
 MZ1235
 MZ1235;                    North         East    Units  Estimated Accuracy
 MZ1235;SPC NY E     -   446,320.      191,480.      MT  (+/- 180 meters Scaled)
 MZ1235
 MZ1235                          SUPERSEDED SURVEY CONTROL
 MZ1235
 MZ1235  NGVD 29 (??/??/92)   79.269  (m)          260.07   (f) ADJ UNCH    1 2
 MZ1235
 MZ1235.Superseded values are not recommended for survey control.
 MZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1235.See file dsdata.txt to determine how the superseded data were derived.
 MZ1235
 MZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN823448(NAD 83)
 MZ1235_MARKER: B = BOLT
 MZ1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ1235_SP_SET: CONCRETE FOOTING
 MZ1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1235
 MZ1235  HISTORY     - Date     Condition        Report By
 MZ1235  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ1235  HISTORY     - 1931     GOOD             NGS
 MZ1235
 MZ1235                          STATION DESCRIPTION
 MZ1235
 MZ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ1235'3.7 MI W FROM SCHENECTADY.
 MZ1235'TOP OF SOUTH ANCHOR BOLT, IN NORTHEAST CONCRETE BASE, OF SIGNAL
 MZ1235'BRIDGE NO. 388-S-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0500 ***********************************************************************
 MZ0500  DESIGNATION -  163.85
 MZ0500  PID         -  MZ0500
 MZ0500  STATE/COUNTY-  NY/COLUMBIA
 MZ0500  USGS QUAD   -  STATE LINE (1975)
 MZ0500
 MZ0500                         *CURRENT SURVEY CONTROL
 MZ0500  ___________________________________________________________________
 MZ0500* NAD 83(1986)-  42 22 19.     (N)    073 25 46.     (W)     SCALED    
 MZ0500* NAVD 88     -       286.040  (meters)     938.45   (feet)  ADJUSTED  
 MZ0500  ___________________________________________________________________
 MZ0500  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 MZ0500  DYNAMIC HT  -         285.937 (meters)     938.11  (feet)  COMP
 MZ0500  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 MZ0500
 MZ0500  VERT ORDER  -  FIRST     CLASS II
 MZ0500
 MZ0500.The horizontal coordinates were scaled from a topographic map and have
 MZ0500.an estimated accuracy of +/- 6 seconds.
 MZ0500
 MZ0500.The orthometric height was determined by differential leveling
 MZ0500.and adjusted by the National Geodetic Survey in June 1991..
 MZ0500
 MZ0500.The geoid height was determined by GEOID03.
 MZ0500
 MZ0500.The dynamic height is computed by dividing the NAVD 88
 MZ0500.geopotential number by the normal gravity value computed on the
 MZ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0500.degrees latitude (g = 980.6199 gals.).
 MZ0500
 MZ0500.The modeled gravity was interpolated from observed gravity values.
 MZ0500
 MZ0500;                    North         East    Units  Estimated Accuracy
 MZ0500;SPC NY E     -   393,470.      238,170.      MT  (+/- 180 meters Scaled)
 MZ0500
 MZ0500                          SUPERSEDED SURVEY CONTROL
 MZ0500
 MZ0500  NGVD 29 (??/??/92)  286.184  (m)          938.92   (f) ADJ UNCH    1 2
 MZ0500
 MZ0500.Superseded values are not recommended for survey control.
 MZ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0500.See file dsdata.txt to determine how the superseded data were derived.
 MZ0500
 MZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM293922(NAD 83)
 MZ0500_MARKER: Z = SEE DESCRIPTION
 MZ0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0500_SP_SET: CULVERT
 MZ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0500
 MZ0500  HISTORY     - Date     Condition        Report By
 MZ0500  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0500  HISTORY     - 1933     GOOD             NGS
 MZ0500
 MZ0500                          STATION DESCRIPTION
 MZ0500
 MZ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0500'0.2 MI W FROM EDWARDS PARK.
 MZ0500'ON BOSTON AND ALBANY RAILROAD, SE CORNER HEADWALL N, OF DOUBLE PIPE
 MZ0500'CULVERT NO. 163.85, 9 FEET E OF E RAIL, 1 FOOT BELOW BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2046 ***********************************************************************
 PH2046  DESIGNATION -  164 IWC
 PH2046  PID         -  PH2046
 PH2046  STATE/COUNTY-  NY/ST LAWRENCE
 PH2046  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2046
 PH2046                         *CURRENT SURVEY CONTROL
 PH2046  ___________________________________________________________________
 PH2046* NAD 83(1996)-  44 29 27.40407(N)    075 46 06.93991(W)     ADJUSTED  
 PH2046* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2046  ___________________________________________________________________
 PH2046  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 PH2046  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 PH2046
 PH2046  HORZ ORDER  -  THIRD
 PH2046
 PH2046.The horizontal coordinates were established by classical geodetic methods
 PH2046.and adjusted by the National Geodetic Survey in January 1999..
 PH2046
 PH2046.The orthometric height was scaled from a topographic map.
 PH2046
 PH2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2046
 PH2046.The geoid height was determined by GEOID03.
 PH2046
 PH2046;                    North         East     Units Scale Factor Converg.
 PH2046;SPC NY E     -   629,093.122    49,103.559   MT  1.00002515   -0 53 20.8
 PH2046;SPC NY E     - 2,063,949.68    161,100.59   sFT  1.00002515   -0 53 20.8
 PH2046;UTM  18      - 4,926,690.693   438,888.982   MT  0.99964593   -0 32 19.1
 PH2046
 PH2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2046!SPC NY E     -   0.99999452  x   1.00002515  =   1.00001967
 PH2046!UTM  18      -   0.99999452  x   0.99964593  =   0.99964045
 PH2046
 PH2046:                Primary Azimuth Mark                     Grid Az
 PH2046:SPC NY E     -  CROSSOVER IS CHAN LT IBC                 311 52 14.5
 PH2046:UTM  18      -  CROSSOVER IS CHAN LT IBC                 311 31 12.8
 PH2046
 PH2046|---------------------------------------------------------------------|
 PH2046| PID    Reference Object                     Distance      Geod. Az  |
 PH2046|                                                           dddmmss.s |
 PH2046| PH2047 CROSSOVER IS CHAN LT IBC            APPROX. 1.0 KM 3105853.7 |
 PH2046|---------------------------------------------------------------------|
 PH2046
 PH2046                          SUPERSEDED SURVEY CONTROL
 PH2046
 PH2046  NAD 83(1986)-  44 29 27.41098(N)    075 46 06.94164(W) AD(       ) 3
 PH2046  NAD 27      -  44 29 27.21700(N)    075 46 08.11300(W) AD(       ) 3
 PH2046
 PH2046.Superseded values are not recommended for survey control.
 PH2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2046.See file dsdata.txt to determine how the superseded data were derived.
 PH2046
 PH2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3888926691(NAD 83)
 PH2046_MARKER: DD = SURVEY DISK
 PH2046_SETTING: 66 = SET IN ROCK OUTCROP
 PH2046_SP_SET: SET IN BEDROCK
 PH2046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2046+STABILITY: POSITION/ELEVATION WELL
 PH2046
 PH2046  HISTORY     - Date     Condition        Report By
 PH2046  HISTORY     - 1911     MONUMENTED       IBWC
 PH2046  HISTORY     - 1957     GOOD             IBC
 PH2046
 PH2046                          STATION DESCRIPTION
 PH2046
 PH2046'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2046'ABOUT 1.9 MILES SOUTHWEST OF THE VILLAGE OF OAK POINT, NEW YORK, ON
 PH2046'PEACH ISLAND (A SMALL ISLAND JUST OFF THE NEW YORK SHORE OF THE
 PH2046'ST LAWRENCE RIVER).  THE STATION IS ON THE SOUTH END AND WEST SIDE OF
 PH2046'THE ISLAND.  IT IS ABOUT 8 FEET FROM THE WATERS EDGE.  IT IS 81.66
 PH2046'FEET, S 47 DEG 17 MIN W, FROM STATION---PEACH-U.S.L.S.---
 PH2046'SEE DESCRIPTION OF---PEACH---.
 PH2046'
 PH2046'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2046'DISK STATION MARK SET FLUSH WITH THE SURFACE IN SOLID ROCK.
 PH2046
 PH2046                          STATION RECOVERY (1957)
 PH2046
 PH2046'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2046'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0501 ***********************************************************************
 MZ0501  DESIGNATION -  164.46
 MZ0501  PID         -  MZ0501
 MZ0501  STATE/COUNTY-  NY/COLUMBIA
 MZ0501  USGS QUAD   -  CANAAN (1975)
 MZ0501
 MZ0501                         *CURRENT SURVEY CONTROL
 MZ0501  ___________________________________________________________________
 MZ0501* NAD 83(1986)-  42 22 42.     (N)    073 26 20.     (W)     SCALED    
 MZ0501* NAVD 88     -       289.172  (meters)     948.73   (feet)  ADJUSTED  
 MZ0501  ___________________________________________________________________
 MZ0501  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 MZ0501  DYNAMIC HT  -         289.068 (meters)     948.38  (feet)  COMP
 MZ0501  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 MZ0501
 MZ0501  VERT ORDER  -  FIRST     CLASS II
 MZ0501
 MZ0501.The horizontal coordinates were scaled from a topographic map and have
 MZ0501.an estimated accuracy of +/- 6 seconds.
 MZ0501
 MZ0501.The orthometric height was determined by differential leveling
 MZ0501.and adjusted by the National Geodetic Survey in June 1991..
 MZ0501
 MZ0501.The geoid height was determined by GEOID03.
 MZ0501
 MZ0501.The dynamic height is computed by dividing the NAVD 88
 MZ0501.geopotential number by the normal gravity value computed on the
 MZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0501.degrees latitude (g = 980.6199 gals.).
 MZ0501
 MZ0501.The modeled gravity was interpolated from observed gravity values.
 MZ0501
 MZ0501;                    North         East    Units  Estimated Accuracy
 MZ0501;SPC NY E     -   394,170.      237,380.      MT  (+/- 180 meters Scaled)
 MZ0501
 MZ0501                          SUPERSEDED SURVEY CONTROL
 MZ0501
 MZ0501  NGVD 29 (??/??/92)  289.317  (m)          949.20   (f) ADJ UNCH    1 2
 MZ0501
 MZ0501.Superseded values are not recommended for survey control.
 MZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0501.See file dsdata.txt to determine how the superseded data were derived.
 MZ0501
 MZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM285929(NAD 83)
 MZ0501_MARKER: Z = SEE DESCRIPTION
 MZ0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0501_SP_SET: SEMAPHORE
 MZ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0501
 MZ0501  HISTORY     - Date     Condition        Report By
 MZ0501  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0501  HISTORY     - 1933     GOOD             NGS
 MZ0501
 MZ0501                          STATION DESCRIPTION
 MZ0501
 MZ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0501'0.8 MI W FROM EDWARDS PARK.
 MZ0501'ON BOSTON AND ALBANY RAILROAD, S SEMAPHORE POST NO. (164.42 - 164.44),
 MZ0501'ABOUT 1550 FEET E OF TUNNEL, SW CORNER OF FOUNDATION, 12 FEET S OF S
 MZ0501'RAIL AND 0.5 FEET BELOW BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2244 ***********************************************************************
 PH2244  DESIGNATION -  165 IWC
 PH2244  PID         -  PH2244
 PH2244  STATE/COUNTY-  NY/ST LAWRENCE
 PH2244  USGS QUAD   -  REDWOOD (1982)
 PH2244
 PH2244                         *CURRENT SURVEY CONTROL
 PH2244  ___________________________________________________________________
 PH2244* NAD 83(1996)-  44 30 24.09327(N)    075 47 20.78273(W)     ADJUSTED  
 PH2244* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2244  ___________________________________________________________________
 PH2244  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 PH2244  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 PH2244
 PH2244  HORZ ORDER  -  THIRD
 PH2244
 PH2244.The horizontal coordinates were established by classical geodetic methods
 PH2244.and adjusted by the National Geodetic Survey in January 1999..
 PH2244
 PH2244.The orthometric height was scaled from a topographic map.
 PH2244
 PH2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2244
 PH2244.The geoid height was determined by GEOID03.
 PH2244
 PH2244;                    North         East     Units Scale Factor Converg.
 PH2244;SPC NY E     -   630,868.315    47,499.756   MT  1.00002916   -0 54 13.4
 PH2244;SPC NY E     - 2,069,773.80    155,838.78   sFT  1.00002916   -0 54 13.4
 PH2244;UTM  18      - 4,928,455.371   437,274.963   MT  0.99964838   -0 33 11.4
 PH2244
 PH2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2244!SPC NY E     -   0.99999327  x   1.00002916  =   1.00002243
 PH2244!UTM  18      -   0.99999327  x   0.99964838  =   0.99964165
 PH2244
 PH2244:                Primary Azimuth Mark                     Grid Az
 PH2244:SPC NY E     -  163 SUB IBC                              042 24 43.9
 PH2244:UTM  18      -  163 SUB IBC                              042 03 41.9
 PH2244
 PH2244|---------------------------------------------------------------------|
 PH2244| PID    Reference Object                     Distance      Geod. Az  |
 PH2244|                                                           dddmmss.s |
 PH2244| PH2241 163 SUB IBC                         APPROX. 3.9 KM 0413030.5 |
 PH2244| PH2243 BAY STATE SHOAL CHANNEL LT IBC      APPROX. 1.2 KM 1004818.5 |
 PH2244| PH2047 CROSSOVER IS CHAN LT IBC            APPROX. 1.4 KM 1412634.2 |
 PH2244|---------------------------------------------------------------------|
 PH2244
 PH2244                          SUPERSEDED SURVEY CONTROL
 PH2244
 PH2244  NAD 83(1986)-  44 30 24.10042(N)    075 47 20.78467(W) AD(       ) 3
 PH2244  NAD 27      -  44 30 23.90600(N)    075 47 21.94600(W) AD(       ) 3
 PH2244
 PH2244.Superseded values are not recommended for survey control.
 PH2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2244.See file dsdata.txt to determine how the superseded data were derived.
 PH2244
 PH2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3727528455(NAD 83)
 PH2244_MARKER: DD = SURVEY DISK
 PH2244_SETTING: 66 = SET IN ROCK OUTCROP
 PH2244_SP_SET: SET IN BEDROCK
 PH2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2244+STABILITY: POSITION/ELEVATION WELL
 PH2244
 PH2244  HISTORY     - Date     Condition        Report By
 PH2244  HISTORY     - 1911     MONUMENTED       IBWC
 PH2244  HISTORY     - 1957     GOOD             IBC
 PH2244
 PH2244                          STATION DESCRIPTION
 PH2244
 PH2244'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2244'ABOUT 1 MILE NORTHEAST OF WHITNEY POINT.  ON A SMALL ROUND ISLAND
 PH2244'ABOUT 100 FEET EAST OF SAVAGE ISLAND IN THE ST LAWRENCE RIVER, AND
 PH2244'ABOUT 1/4 MILE OFF THE CANADIAN SHORE OF THE RIVER.  THE STATION IS ON
 PH2244'THE HIGHEST PART OF THE ROCK KNOLL ON THE ISLAND.
 PH2244'
 PH2244'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2244'DISK STATION MARK SET IN THE SOLID ROCK.
 PH2244
 PH2244                          STATION RECOVERY (1957)
 PH2244
 PH2244'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2244'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1594 ***********************************************************************
 OF1594  DESIGNATION -  165 NYGS 1939
 OF1594  PID         -  OF1594
 OF1594  STATE/COUNTY-  NY/MONROE
 OF1594  USGS QUAD   -  WEBSTER (1978)
 OF1594
 OF1594                         *CURRENT SURVEY CONTROL
 OF1594  ___________________________________________________________________
 OF1594* NAD 83(1996)-  43 10 56.93860(N)    077 29 34.87564(W)     ADJUSTED  
 OF1594* NAVD 88     -       147.16   (+/-2cm)     482.8    (feet)  VERTCON   
 OF1594  ___________________________________________________________________
 OF1594  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OF1594  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1594
 OF1594  HORZ ORDER  -  SECOND
 OF1594  VERT ORDER  -  THIRD ? (See Below)
 OF1594
 OF1594.The horizontal coordinates were established by classical geodetic methods
 OF1594.and adjusted by the National Geodetic Survey in January 1999..
 OF1594
 OF1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1594.The vertical order pertains to the NGVD 29 superseded value.
 OF1594
 OF1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1594
 OF1594.The geoid height was determined by GEOID03.
 OF1594
 OF1594;                    North         East     Units Scale Factor Converg.
 OF1594;SPC NY W     -   354,018.780   438,636.379   MT  1.00003411   +0 44 46.2
 OF1594;SPC NY W     - 1,161,476.61  1,439,092.85   sFT  1.00003411   +0 44 46.2
 OF1594;UTM  18      - 4,784,096.887   297,396.187   MT  1.00010498   -1 42 23.8
 OF1594
 OF1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1594!SPC NY W     -   0.99998251  x   1.00003411  =   1.00001662
 OF1594!UTM  18      -   0.99998251  x   1.00010498  =   1.00008749
 OF1594
 OF1594:                Primary Azimuth Mark                     Grid Az
 OF1594:SPC NY W     -  166 MCGS 1969                            090 40 28.9
 OF1594:UTM  18      -  166 MCGS 1969                            093 07 38.9
 OF1594
 OF1594|---------------------------------------------------------------------|
 OF1594| PID    Reference Object                     Distance      Geod. Az  |
 OF1594|                                                           dddmmss.s |
 OF1594| OF1545 166 MCGS 1969                       APPROX. 0.7 KM 0912515.1 |
 OF1594|---------------------------------------------------------------------|
 OF1594
 OF1594                          SUPERSEDED SURVEY CONTROL
 OF1594
 OF1594  NAD 83(1986)-  43 10 56.94703(N)    077 29 34.87428(W) AD(       ) 2
 OF1594  NAD 27      -  43 10 56.72136(N)    077 29 35.88522(W) AD(       ) 2
 OF1594  NGVD 29 (07/19/86)  147.36   (m)          483.5    (f) LEVELING    3  
 OF1594
 OF1594.Superseded values are not recommended for survey control.
 OF1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1594.See file dsdata.txt to determine how the superseded data were derived.
 OF1594
 OF1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9739684097(NAD 83)
 OF1594_MARKER: DS = TRIANGULATION STATION DISK
 OF1594_SETTING: 0 = UNSPECIFIED SETTING
 OF1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1594
 OF1594  HISTORY     - Date     Condition        Report By
 OF1594  HISTORY     - 1935     MONUMENTED       NYGS
 OF1594  HISTORY     - 1972     GOOD             NY-055
 OF1594  HISTORY     - 19951021 GOOD             USPSQD
 OF1594
 OF1594                          STATION DESCRIPTION
 OF1594
 OF1594'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1594'IN PENFIELD, 0.43 MILE WEST OF SCHRIBNER ROAD, 23.5 FEET NORTH
 OF1594'OF CENTER LINE OF TRACT ROAD, 85.2 FEET EAST OF POLE 277, 51.8
 OF1594'FEET SOUTHEAST OF SOUTHWEST CORNER OF THE ROWLINS HOUSE, AND
 OF1594'44.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE.  STATION IS
 OF1594'A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF1594'FLUSH WITH GROUND.
 OF1594
 OF1594                          STATION RECOVERY (1972)
 OF1594
 OF1594'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1594'A NEW DESCRIPTION FOLLOWS--
 OF1594'
 OF1594'IN PENFIELD, ON THE N. SIDE OF PLANK ROAD (RT. 11)
 OF1594'
 OF1594'0.43 MILES WEST OF SCRIBNER RD.
 OF1594'
 OF1594'0.5 MILES EAST OF CREEK ST.
 OF1594'
 OF1594'23.5 FT N. OF CENTERLINE
 OF1594'
 OF1594'51.6 FT SE OF SW CORNER, AND
 OF1594'
 OF1594'44.8 FT SE OF SE CORNER OF HOUSE NO. 634
 OF1594'
 OF1594'47.9 FT NE OF UTILITY POLE - RTC 158
 OF1594'
 OF1594'1.0 FT S. OF A MONROE COUNTY WITNESS POST AND SIGN
 OF1594'
 OF1594'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1594'DISK IN CONCRETE AT GRADE.
 OF1594
 OF1594                          STATION RECOVERY (1995)
 OF1594
 OF1594'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0562 ***********************************************************************
 NA0562  DESIGNATION -  1650
 NA0562  PID         -  NA0562
 NA0562  STATE/COUNTY-  NY/DELAWARE
 NA0562  USGS QUAD   -  BLOOMVILLE (1981)
 NA0562
 NA0562                         *CURRENT SURVEY CONTROL
 NA0562  ___________________________________________________________________
 NA0562* NAD 83(1986)-  42 22 12.     (N)    074 47 31.     (W)     SCALED    
 NA0562* NAVD 88     -       503.072  (meters)    1650.50   (feet)  ADJUSTED  
 NA0562  ___________________________________________________________________
 NA0562  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 NA0562  DYNAMIC HT  -         502.891 (meters)    1649.90  (feet)  COMP
 NA0562  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 NA0562
 NA0562  VERT ORDER  -  SECOND    CLASS 0
 NA0562
 NA0562.The horizontal coordinates were scaled from a topographic map and have
 NA0562.an estimated accuracy of +/- 6 seconds.
 NA0562
 NA0562.The orthometric height was determined by differential leveling
 NA0562.and adjusted by the National Geodetic Survey in June 1991..
 NA0562
 NA0562.The geoid height was determined by GEOID03.
 NA0562
 NA0562.The dynamic height is computed by dividing the NAVD 88
 NA0562.geopotential number by the normal gravity value computed on the
 NA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0562.degrees latitude (g = 980.6199 gals.).
 NA0562
 NA0562.The modeled gravity was interpolated from observed gravity values.
 NA0562
 NA0562;                    North         East    Units  Estimated Accuracy
 NA0562;SPC NY E     -   392,740.      125,960.      MT  (+/- 180 meters Scaled)
 NA0562
 NA0562                          SUPERSEDED SURVEY CONTROL
 NA0562
 NA0562  NGVD 29 (??/??/92)  503.221  (m)         1650.98   (f) ADJ UNCH    2 0
 NA0562
 NA0562.Superseded values are not recommended for survey control.
 NA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0562.See file dsdata.txt to determine how the superseded data were derived.
 NA0562
 NA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM171908(NAD 83)
 NA0562_MARKER: DB = BENCH MARK DISK
 NA0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0562_SP_SET: BRIDGE ABUTMENT
 NA0562_STAMPING: 1650 ADJ
 NA0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0562
 NA0562  HISTORY     - Date     Condition        Report By
 NA0562  HISTORY     - UNK      MONUMENTED       USGS
 NA0562
 NA0562                          STATION DESCRIPTION
 NA0562
 NA0562'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 NA0562'2.9 MI W FROM BLOOMVILLE.
 NA0562'2.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 NA0562'AT BLOOMVILLE, DELAWARE COUNTY, 240 FEET WEST OF MILEPOST K 89, AT A
 NA0562'10-FOOT CONCRETE CATTLE CROSSING, IN THE TOP OF THE NORTH SIDE OF THE
 NA0562'EAST ABUTMENT, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 NA0562'ABOUT 3 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 NA0562'STANDARD DISK, STAMPED 1650 ADJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0730 ***********************************************************************
 NA0730  DESIGNATION -  1651
 NA0730  PID         -  NA0730
 NA0730  STATE/COUNTY-  NY/DELAWARE
 NA0730  USGS QUAD   -  LEWBEACH (1982)
 NA0730
 NA0730                         *CURRENT SURVEY CONTROL
 NA0730  ___________________________________________________________________
 NA0730* NAD 83(1986)-  42 00 08.     (N)    074 50 40.     (W)     SCALED    
 NA0730* NAVD 88     -       503.250  (meters)    1651.08   (feet)  ADJUSTED  
 NA0730  ___________________________________________________________________
 NA0730  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 NA0730  DYNAMIC HT  -         503.060 (meters)    1650.46  (feet)  COMP
 NA0730  MODELED GRAV-     980,226.7   (mgal)                       NAVD 88
 NA0730
 NA0730  VERT ORDER  -  SECOND    CLASS 0
 NA0730
 NA0730.The horizontal coordinates were scaled from a topographic map and have
 NA0730.an estimated accuracy of +/- 6 seconds.
 NA0730
 NA0730.The orthometric height was determined by differential leveling
 NA0730.and adjusted by the National Geodetic Survey in June 1991..
 NA0730
 NA0730.The geoid height was determined by GEOID03.
 NA0730
 NA0730.The dynamic height is computed by dividing the NAVD 88
 NA0730.geopotential number by the normal gravity value computed on the
 NA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0730.degrees latitude (g = 980.6199 gals.).
 NA0730
 NA0730.The modeled gravity was interpolated from observed gravity values.
 NA0730
 NA0730;                    North         East    Units  Estimated Accuracy
 NA0730;SPC NY E     -   351,900.      121,470.      MT  (+/- 180 meters Scaled)
 NA0730
 NA0730                          SUPERSEDED SURVEY CONTROL
 NA0730
 NA0730  NGVD 29 (??/??/92)  503.404  (m)         1651.58   (f) ADJ UNCH    2 0
 NA0730
 NA0730.Superseded values are not recommended for survey control.
 NA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0730.See file dsdata.txt to determine how the superseded data were derived.
 NA0730
 NA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM128500(NAD 83)
 NA0730_MARKER: DB = BENCH MARK DISK
 NA0730_SETTING: 80 = SET IN A BOULDER
 NA0730_SP_SET: BOULDER
 NA0730_STAMPING: ALBANY 1651
 NA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0730+STABILITY: SURFACE MOTION
 NA0730
 NA0730  HISTORY     - Date     Condition        Report By
 NA0730  HISTORY     - UNK      MONUMENTED       USGS
 NA0730
 NA0730                          STATION DESCRIPTION
 NA0730
 NA0730'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 NA0730'2.4 MI N FROM BEAVER KILL.
 NA0730'IN DELAWARE COUNTY, 2.4 MILES NORTH ALONG A DIRT ROAD FROM THE
 NA0730'Y-JUNCTION AT BEAVER KILL, SULLIVAN COUNTY, 0.15 MILE SOUTH OF THE
 NA0730'BERRY BROOK CLUB, 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NA0730'SMALL ONE-ROOM COTTAGE, 9.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 NA0730'ROAD, 92 FEET SOUTHWEST OF A SPRING, IN A LARGE BOULDER, AND 4 FEET
 NA0730'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NA0730'DISK, STAMPED ALBANY 1651.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1459 ***********************************************************************
 KU1459  DESIGNATION -  165+12 BWS
 KU1459  PID         -  KU1459
 KU1459  STATE/COUNTY-  NY/NASSAU
 KU1459  USGS QUAD   -  LYNBROOK (1969)
 KU1459
 KU1459                         *CURRENT SURVEY CONTROL
 KU1459  ___________________________________________________________________
 KU1459* NAD 83(1986)-  40 39 42.     (N)    073 42 23.     (W)     SCALED    
 KU1459* NAVD 88     -         4.591  (meters)      15.06   (feet)  ADJUSTED  
 KU1459  ___________________________________________________________________
 KU1459  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1459  DYNAMIC HT  -           4.590 (meters)      15.06  (feet)  COMP
 KU1459  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 KU1459
 KU1459  VERT ORDER  -  SECOND    CLASS 0
 KU1459
 KU1459.The horizontal coordinates were scaled from a topographic map and have
 KU1459.an estimated accuracy of +/- 6 seconds.
 KU1459
 KU1459.The orthometric height was determined by differential leveling
 KU1459.and adjusted by the National Geodetic Survey in June 1991..
 KU1459
 KU1459.The geoid height was determined by GEOID03.
 KU1459
 KU1459.The dynamic height is computed by dividing the NAVD 88
 KU1459.geopotential number by the normal gravity value computed on the
 KU1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1459.degrees latitude (g = 980.6199 gals.).
 KU1459
 KU1459.The modeled gravity was interpolated from observed gravity values.
 KU1459
 KU1459;                    North         East    Units  Estimated Accuracy
 KU1459;SPC NY L     -    55,010.      324,830.      MT  (+/- 180 meters Scaled)
 KU1459
 KU1459                          SUPERSEDED SURVEY CONTROL
 KU1459
 KU1459.No superseded survey control is available for this station.
 KU1459
 KU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL093020(NAD 83)
 KU1459_MARKER: Q = CHISELED SQUARE
 KU1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1459_SP_SET: CULVERT
 KU1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1459
 KU1459  HISTORY     - Date     Condition        Report By
 KU1459  HISTORY     - UNK      MONUMENTED       NY4170
 KU1459  HISTORY     - 1932     GOOD             NGS
 KU1459  HISTORY     - 1937     GOOD             NGS
 KU1459
 KU1459                          STATION DESCRIPTION
 KU1459
 KU1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1459'AT VALLEY STREAM.
 KU1459'AT VALLEY STREAM, NASSAU COUNTY, ON THE LONG ISLAND RAILROAD,
 KU1459'500 FEET NORTHWEST OF THE STATION, 135 YARDS SOUTHEAST OF THE
 KU1459'CENTRAL AVENUE CROSSING, 60 FEET NORTHEAST OF THE NORTHEAST
 KU1459'TRACK, 35 FEET EAST OF THE EAST CORNER OF THE WATTS POND GATEHOUSE
 KU1459'OF THE BROOKLYN WATER SUPPLY CONDUIT, AT CULVERT R UNDER THE TRACK,
 KU1459'ON THE TOP OF THE SOUTH CORNER OF THE NORTH BACKWALL, AND 2 FEET
 KU1459'ABOVE THE GROUND.
 KU1459
 KU1459                          STATION RECOVERY (1937)
 KU1459
 KU1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 KU1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0503 ***********************************************************************
 MZ0503  DESIGNATION -  165.15
 MZ0503  PID         -  MZ0503
 MZ0503  STATE/COUNTY-  NY/COLUMBIA
 MZ0503  USGS QUAD   -  CANAAN (1975)
 MZ0503
 MZ0503                         *CURRENT SURVEY CONTROL
 MZ0503  ___________________________________________________________________
 MZ0503* NAD 83(1986)-  42 23 02.     (N)    073 26 57.     (W)     SCALED    
 MZ0503* NAVD 88     -       284.879  (meters)     934.64   (feet)  ADJUSTED  
 MZ0503  ___________________________________________________________________
 MZ0503  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 MZ0503  DYNAMIC HT  -         284.778 (meters)     934.31  (feet)  COMP
 MZ0503  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 MZ0503
 MZ0503  VERT ORDER  -  FIRST     CLASS II
 MZ0503
 MZ0503.The horizontal coordinates were scaled from a topographic map and have
 MZ0503.an estimated accuracy of +/- 6 seconds.
 MZ0503
 MZ0503.The orthometric height was determined by differential leveling
 MZ0503.and adjusted by the National Geodetic Survey in June 1991..
 MZ0503
 MZ0503.The geoid height was determined by GEOID03.
 MZ0503
 MZ0503.The dynamic height is computed by dividing the NAVD 88
 MZ0503.geopotential number by the normal gravity value computed on the
 MZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0503.degrees latitude (g = 980.6199 gals.).
 MZ0503
 MZ0503.The modeled gravity was interpolated from observed gravity values.
 MZ0503
 MZ0503;                    North         East    Units  Estimated Accuracy
 MZ0503;SPC NY E     -   394,770.      236,530.      MT  (+/- 180 meters Scaled)
 MZ0503
 MZ0503                          SUPERSEDED SURVEY CONTROL
 MZ0503
 MZ0503  NGVD 29 (??/??/92)  285.025  (m)          935.12   (f) ADJ UNCH    1 2
 MZ0503
 MZ0503.Superseded values are not recommended for survey control.
 MZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0503.See file dsdata.txt to determine how the superseded data were derived.
 MZ0503
 MZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM276935(NAD 83)
 MZ0503_MARKER: Z = SEE DESCRIPTION
 MZ0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0503_SP_SET: SIGNAL POST
 MZ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0503
 MZ0503  HISTORY     - Date     Condition        Report By
 MZ0503  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0503  HISTORY     - 1933     GOOD             NGS
 MZ0503
 MZ0503                          STATION DESCRIPTION
 MZ0503
 MZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0503'1.8 MI E FROM CANAAN.
 MZ0503'ON BOSTON AND ALBANY RAILROAD, ON SIGNAL POST (165.12 - 165.14), ABOUT
 MZ0503'1600 FEET W OF TUNNEL, ON SW CORNER OF FOUNDATION, 10 FEET S OF S
 MZ0503'RAIL, AND LEVEL WITH BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0095 ***********************************************************************
 NB0095  DESIGNATION -  1654
 NB0095  PID         -  NB0095
 NB0095  STATE/COUNTY-  NY/ONONDAGA
 NB0095  USGS QUAD   -  SPAFFORD (1955)
 NB0095
 NB0095                         *CURRENT SURVEY CONTROL
 NB0095  ___________________________________________________________________
 NB0095* NAD 83(1986)-  42 47 52.     (N)    076 15 41.     (W)     SCALED    
 NB0095* NAVD 88     -       503.490  (meters)    1651.87   (feet)  ADJUSTED  
 NB0095  ___________________________________________________________________
 NB0095  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NB0095  DYNAMIC HT  -         503.325 (meters)    1651.33  (feet)  COMP
 NB0095  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NB0095
 NB0095  VERT ORDER  -  SECOND    CLASS 0
 NB0095
 NB0095.The horizontal coordinates were scaled from a topographic map and have
 NB0095.an estimated accuracy of +/- 6 seconds.
 NB0095
 NB0095.The orthometric height was determined by differential leveling
 NB0095.and adjusted by the National Geodetic Survey in June 1991..
 NB0095
 NB0095.The geoid height was determined by GEOID03.
 NB0095
 NB0095.The dynamic height is computed by dividing the NAVD 88
 NB0095.geopotential number by the normal gravity value computed on the
 NB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0095.degrees latitude (g = 980.6199 gals.).
 NB0095
 NB0095.The modeled gravity was interpolated from observed gravity values.
 NB0095
 NB0095;                    North         East    Units  Estimated Accuracy
 NB0095;SPC NY C     -   310,760.      276,340.      MT  (+/- 180 meters Scaled)
 NB0095
 NB0095                          SUPERSEDED SURVEY CONTROL
 NB0095
 NB0095  NGVD 29 (??/??/92)  503.619  (m)         1652.29   (f) ADJ UNCH    2 0
 NB0095
 NB0095.Superseded values are not recommended for survey control.
 NB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0095.See file dsdata.txt to determine how the superseded data were derived.
 NB0095
 NB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN968391(NAD 83)
 NB0095_MARKER: B = BOLT
 NB0095_SETTING: 80 = SET IN A BOULDER
 NB0095_SP_SET: BOULDER
 NB0095_STAMPING: U.S.G.S. B.M. 1654 FT.
 NB0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0095+STABILITY: SURFACE MOTION
 NB0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0095+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 NB0095
 NB0095  HISTORY     - Date     Condition        Report By
 NB0095  HISTORY     - UNK      MONUMENTED       USGS
 NB0095  HISTORY     - 1942     GOOD             NGS
 NB0095  HISTORY     - 20020219 GOOD             NYSE+S
 NB0095
 NB0095                          STATION DESCRIPTION
 NB0095
 NB0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0095'12.8 MI NW FROM HOMER.
 NB0095'TO REACH FROM THE POST OFFICE IN HOMER-- PROCEED 12.8 MILES
 NB0095'NORTHWEST ON STATE HIGHWAY NO. 41 TO SITE OF BENCH MARK. BENCH
 NB0095'MARK IS ABOUT 0.4 MILE SOUTH OF THE SMALL VIILAGE OF SPAFFORD, AND
 NB0095'ABOUT 400.0 FEET SOUTH OF A LARGE WHITE TWO-STORY FRAME HOUSE, ON
 NB0095'THE PROPERTY OF MR. BRUCE NORTON. IT IS ABOUT 235.0 FEET EAST OF THE
 NB0095'CENTERLINE OF HIGHWAY, AND SET VERTICALLY IN A LARGE ROCK BOULDER
 NB0095'ON THE BANK OF A SMALL BROOK. A COPPER BOLT, STAMPED U.S.G.S. BM
 NB0095'1654 FT.
 NB0095
 NB0095                          STATION RECOVERY (2002)
 NB0095
 NB0095'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2002 (RLC)
 NB0095'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0154 ***********************************************************************
 PH0154  DESIGNATION -  1655
 PH0154  PID         -  PH0154
 PH0154  STATE/COUNTY-  NY/FRANKLIN
 PH0154  USGS QUAD   -  LAKE TITUS (1980)
 PH0154
 PH0154                         *CURRENT SURVEY CONTROL
 PH0154  ___________________________________________________________________
 PH0154* NAD 83(1986)-  44 39 34.     (N)    074 15 45.     (W)     SCALED    
 PH0154* NAVD 88     -       504.696  (meters)    1655.82   (feet)  ADJUSTED  
 PH0154  ___________________________________________________________________
 PH0154  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 PH0154  DYNAMIC HT  -         504.631 (meters)    1655.61  (feet)  COMP
 PH0154  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PH0154
 PH0154  VERT ORDER  -  SECOND    CLASS 0
 PH0154
 PH0154.The horizontal coordinates were scaled from a topographic map and have
 PH0154.an estimated accuracy of +/- 6 seconds.
 PH0154
 PH0154.The orthometric height was determined by differential leveling
 PH0154.and adjusted by the National Geodetic Survey in June 1991..
 PH0154
 PH0154.The geoid height was determined by GEOID03.
 PH0154
 PH0154.The dynamic height is computed by dividing the NAVD 88
 PH0154.geopotential number by the normal gravity value computed on the
 PH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0154.degrees latitude (g = 980.6199 gals.).
 PH0154
 PH0154.The modeled gravity was interpolated from observed gravity values.
 PH0154
 PH0154;                    North         East    Units  Estimated Accuracy
 PH0154;SPC NY E     -   647,060.      168,840.      MT  (+/- 180 meters Scaled)
 PH0154
 PH0154                          SUPERSEDED SURVEY CONTROL
 PH0154
 PH0154  NGVD 29 (??/??/92)  504.753  (m)         1656.01   (f) ADJ UNCH    2 0
 PH0154
 PH0154.Superseded values are not recommended for survey control.
 PH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0154.See file dsdata.txt to determine how the superseded data were derived.
 PH0154
 PH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ584453(NAD 83)
 PH0154_MARKER: DD = SURVEY DISK
 PH0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0154_SP_SET: FOUNDATION
 PH0154_STAMPING: 1655 A D J 1903
 PH0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0154
 PH0154  HISTORY     - Date     Condition        Report By
 PH0154  HISTORY     - 1903     MONUMENTED       USGS
 PH0154  HISTORY     - 1942     GOOD             NGS
 PH0154
 PH0154                          STATION DESCRIPTION
 PH0154
 PH0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0154'IN DUANE CENTER.
 PH0154'BENCH MARK IS SET VERTICALLY IN THE FOUNDATION OF THE METHODIST
 PH0154'CHURCH, AND AT THE SOUTH END OF THE EAST FACE.  IT IS ABOUT 125.0 FEET
 PH0154'NORTH OF THE CENTERLINE OF ASPHALT ROAD, AND 16.0 INCHES ABOVE THE
 PH0154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1114 ***********************************************************************
 NA1114  DESIGNATION -  1656
 NA1114  PID         -  NA1114
 NA1114  STATE/COUNTY-  NY/OTSEGO
 NA1114  USGS QUAD   -  SCHUYLER LAKE (1981)
 NA1114
 NA1114                         *CURRENT SURVEY CONTROL
 NA1114  ___________________________________________________________________
 NA1114* NAD 83(1986)-  42 47 20.     (N)    075 04 28.     (W)     SCALED    
 NA1114* NAVD 88     -       504.553  (meters)    1655.35   (feet)  ADJUSTED  
 NA1114  ___________________________________________________________________
 NA1114  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NA1114  DYNAMIC HT  -         504.380 (meters)    1654.79  (feet)  COMP
 NA1114  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 NA1114
 NA1114  VERT ORDER  -  SECOND    CLASS 0
 NA1114
 NA1114.The horizontal coordinates were scaled from a topographic map and have
 NA1114.an estimated accuracy of +/- 6 seconds.
 NA1114
 NA1114.The orthometric height was determined by differential leveling
 NA1114.and adjusted by the National Geodetic Survey in June 1991..
 NA1114
 NA1114.The geoid height was determined by GEOID03.
 NA1114
 NA1114.The dynamic height is computed by dividing the NAVD 88
 NA1114.geopotential number by the normal gravity value computed on the
 NA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1114.degrees latitude (g = 980.6199 gals.).
 NA1114
 NA1114.The modeled gravity was interpolated from observed gravity values.
 NA1114
 NA1114;                    North         East    Units  Estimated Accuracy
 NA1114;SPC NY E     -   439,380.      103,000.      MT  (+/- 180 meters Scaled)
 NA1114
 NA1114                          SUPERSEDED SURVEY CONTROL
 NA1114
 NA1114  NGVD 29 (??/??/92)  504.686  (m)         1655.79   (f) ADJ UNCH    2 0
 NA1114
 NA1114.Superseded values are not recommended for survey control.
 NA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1114.See file dsdata.txt to determine how the superseded data were derived.
 NA1114
 NA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN939373(NAD 83)
 NA1114_MARKER: DD = SURVEY DISK
 NA1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1114_SP_SET: WALL
 NA1114_STAMPING: 1656 1903 ADJ
 NA1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1114
 NA1114  HISTORY     - Date     Condition        Report By
 NA1114  HISTORY     - 1903     MONUMENTED       USGS
 NA1114  HISTORY     - 1942     GOOD             NGS
 NA1114
 NA1114                          STATION DESCRIPTION
 NA1114
 NA1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1114'2.6 MI W FROM SCHUYLER LAKE.
 NA1114'2.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE UNIVERSALIST CHURCH AT
 NA1114'SCHUYLER LAKE, AT LYNN C. BABCOCKS GENERAL STORE IN THE VILLAGE OF
 NA1114'EXETER.  A U.S.G.S. DISK, SET VERTICALLY, IN THE WEST STONE WALL, 1.0
 NA1114'FOOT SOUTH OF THE NORTHWEST CORNER, AND 1.8 FEET ABOVE THE CONCRETE
 NA1114'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0302 ***********************************************************************
 KV0302  DESIGNATION -  1657 BOR
 KV0302  PID         -  KV0302
 KV0302  STATE/COUNTY-  NY/RICHMOND
 KV0302  USGS QUAD   -  ARTHUR KILL (1981)
 KV0302
 KV0302                         *CURRENT SURVEY CONTROL
 KV0302  ___________________________________________________________________
 KV0302* NAD 83(1986)-  40 32 23.     (N)    074 14 14.     (W)     SCALED    
 KV0302* NAVD 88     -        18.898  (meters)      62.00   (feet)  ADJUSTED  
 KV0302  ___________________________________________________________________
 KV0302  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0302  DYNAMIC HT  -          18.890 (meters)      61.97  (feet)  COMP
 KV0302  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0302
 KV0302  VERT ORDER  -  FIRST     CLASS II
 KV0302
 KV0302.The horizontal coordinates were scaled from a topographic map and have
 KV0302.an estimated accuracy of +/- 6 seconds.
 KV0302
 KV0302.The orthometric height was determined by differential leveling
 KV0302.and adjusted by the National Geodetic Survey in June 1991..
 KV0302
 KV0302.The geoid height was determined by GEOID03.
 KV0302
 KV0302.The dynamic height is computed by dividing the NAVD 88
 KV0302.geopotential number by the normal gravity value computed on the
 KV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0302.degrees latitude (g = 980.6199 gals.).
 KV0302
 KV0302.The modeled gravity was interpolated from observed gravity values.
 KV0302
 KV0302;                    North         East    Units  Estimated Accuracy
 KV0302;SPC NY L     -    41,450.      279,900.      MT  (+/- 180 meters Scaled)
 KV0302
 KV0302                          SUPERSEDED SURVEY CONTROL
 KV0302
 KV0302  NGVD 29 (04/16/92)   19.215  (m)           63.04   (f) ADJUSTED    1 2
 KV0302
 KV0302.Superseded values are not recommended for survey control.
 KV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0302.See file dsdata.txt to determine how the superseded data were derived.
 KV0302
 KV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK645879(NAD 83)
 KV0302_MARKER: Q = CHISELED SQUARE
 KV0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0302_SP_SET: WATER TABLE
 KV0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0302
 KV0302  HISTORY     - Date     Condition        Report By
 KV0302  HISTORY     - 1952     MONUMENTED       NY-085
 KV0302  HISTORY     - 1952     GOOD             CGS
 KV0302  HISTORY     - 19910519 GOOD             USPSQD
 KV0302  HISTORY     - 19950913 GOOD             USPSQD
 KV0302  HISTORY     - 19960627 GOOD             USPSQD
 KV0302
 KV0302                          STATION DESCRIPTION
 KV0302
 KV0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0302'AT STATEN ISLAND.
 KV0302'ON STATEN ISLAND, AT CHARLESTON, ABOUT 0.1 MILE NORTH ALONG
 KV0302'ARTHUR KILL ROAD FROM THE JUNCTION OF SHARROTTS ROAD, AT THE
 KV0302'SOUTHWEST CORNER OF THE WEST WING OF PUBLIC SCHOOL NO. 4, AN
 KV0302'OUTLINE SQUARE ON THE TOP OF THE BRICK WATER TABLE AND SOUTHWEST
 KV0302'CORNER OF BUILDING, 72 FEET EAST OF EAST CURB OF ROAD AND ABOUT
 KV0302'4 FEET ABOVE GROUND.
 KV0302
 KV0302                          STATION RECOVERY (1991)
 KV0302
 KV0302'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0302'RECOVERED IN GOOD CONDITION.
 KV0302
 KV0302                          STATION RECOVERY (1995)
 KV0302
 KV0302'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0302'RECOVERED IN GOOD CONDITION.
 KV0302
 KV0302                          STATION RECOVERY (1996)
 KV0302
 KV0302'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0217 ***********************************************************************
 LY0217  DESIGNATION -  165.9
 LY0217  PID         -  LY0217
 LY0217  STATE/COUNTY-  NY/ULSTER
 LY0217  USGS QUAD   -  KINGSTON WEST (1980)
 LY0217
 LY0217                         *CURRENT SURVEY CONTROL
 LY0217  ___________________________________________________________________
 LY0217* NAD 83(1986)-  41 56 28.     (N)    074 02 16.     (W)     SCALED    
 LY0217* NAVD 88     -        50.308  (meters)     165.05   (feet)  ADJUSTED  
 LY0217  ___________________________________________________________________
 LY0217  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LY0217  DYNAMIC HT  -          50.290 (meters)     164.99  (feet)  COMP
 LY0217  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 LY0217
 LY0217  VERT ORDER  -  SECOND    CLASS 0
 LY0217
 LY0217.The horizontal coordinates were scaled from a topographic map and have
 LY0217.an estimated accuracy of +/- 6 seconds.
 LY0217
 LY0217.The orthometric height was determined by differential leveling
 LY0217.and adjusted by the National Geodetic Survey in June 1991..
 LY0217
 LY0217.The geoid height was determined by GEOID03.
 LY0217
 LY0217.The dynamic height is computed by dividing the NAVD 88
 LY0217.geopotential number by the normal gravity value computed on the
 LY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0217.degrees latitude (g = 980.6199 gals.).
 LY0217
 LY0217.The modeled gravity was interpolated from observed gravity values.
 LY0217
 LY0217;                    North         East    Units  Estimated Accuracy
 LY0217;SPC NY E     -   345,160.      188,330.      MT  (+/- 180 meters Scaled)
 LY0217
 LY0217                          SUPERSEDED SURVEY CONTROL
 LY0217
 LY0217  NGVD 29 (??/??/92)   50.549  (m)          165.84   (f) ADJ UNCH    2 0
 LY0217
 LY0217.Superseded values are not recommended for survey control.
 LY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0217.See file dsdata.txt to determine how the superseded data were derived.
 LY0217
 LY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM797436(NAD 83)
 LY0217_MARKER: Q = CHISELED SQUARE
 LY0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0217_SP_SET: BRIDGE
 LY0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0217+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 LY0217
 LY0217  HISTORY     - Date     Condition        Report By
 LY0217  HISTORY     - UNK      MONUMENTED       USGS
 LY0217  HISTORY     - 1934     GOOD             NGS
 LY0217  HISTORY     - 1942     POOR             USGS
 LY0217  HISTORY     - 1984     GOOD             USPSQD
 LY0217  HISTORY     - 19960418 GOOD             USPSQD
 LY0217  HISTORY     - 20050916 GOOD             NYDT
 LY0217  HISTORY     - 20060406 POOR             USGS
 LY0217
 LY0217                          STATION DESCRIPTION
 LY0217
 LY0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0217'2.2 MI W FROM KINGSTON.
 LY0217'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0217'RAILWAY, 10 RAILS WEST OF SIGNAL SEMAPHORE 4.9, 2 RAILS WEST OF
 LY0217'MP NO. K 5, ON THE EAST HEADWALL OF RAILWAY BRIDGE OVER ESOPUS
 LY0217'CREEK, 1 YARD SOUTH OF SOUTH RAIL, 6 INCHES BELOW THE BASE OF
 LY0217'THE RAILS.
 LY0217
 LY0217                          STATION RECOVERY (1942)
 LY0217
 LY0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LY0217'MARK RECOVERED IN POOR CONDITION.
 LY0217
 LY0217                          STATION RECOVERY (1984)
 LY0217
 LY0217'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0217'THE BRIDGE AND ABUTMENT (SKILL MT RR ARE IN GOOD CONDITION IS NO
 LY0217'LONGER IN USE AT THIS LOCATION.
 LY0217
 LY0217                          STATION RECOVERY (1996)
 LY0217
 LY0217'RECOVERY NOTE BY US POWER SQUADRON 1996
 LY0217'RECOVERED IN GOOD CONDITION.
 LY0217
 LY0217                          STATION RECOVERY (2005)
 LY0217
 LY0217'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LY0217'RECOVERED IN GOOD CONDITION.
 LY0217
 LY0217                          STATION RECOVERY (2006)
 LY0217
 LY0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (GDF)
 LY0217'MARK SHOULD NOT BE USED. BRIDGE ABUTMENT IS CRACKED AND SETTLING. MARK
 LY0217'FOUND 0.46 FEET LOW FROM CLOSED LOOP RUN FROM MARK LY0215.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0106 ***********************************************************************
 OE0106  DESIGNATION -  1659
 OE0106  PID         -  OE0106
 OE0106  STATE/COUNTY-  NY/HAMILTON
 OE0106  USGS QUAD   -  
 OE0106
 OE0106                         *CURRENT SURVEY CONTROL
 OE0106  ___________________________________________________________________
 OE0106* NAD 83(1986)-  43 37 48.     (N)    074 23 57.     (W)     SCALED    
 OE0106* NAVD 88     -       504.347  (meters)    1654.68   (feet)  ADJUSTED  
 OE0106  ___________________________________________________________________
 OE0106  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 OE0106  DYNAMIC HT  -         504.217 (meters)    1654.25  (feet)  COMP
 OE0106  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 OE0106
 OE0106  VERT ORDER  -  SECOND    CLASS 0
 OE0106
 OE0106.The horizontal coordinates were scaled from a topographic map and have
 OE0106.an estimated accuracy of +/- 6 seconds.
 OE0106
 OE0106.The orthometric height was determined by differential leveling
 OE0106.and adjusted by the National Geodetic Survey in June 1991..
 OE0106
 OE0106.The geoid height was determined by GEOID03.
 OE0106
 OE0106.The dynamic height is computed by dividing the NAVD 88
 OE0106.geopotential number by the normal gravity value computed on the
 OE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0106.degrees latitude (g = 980.6199 gals.).
 OE0106
 OE0106.The modeled gravity was interpolated from observed gravity values.
 OE0106
 OE0106;                    North         East    Units  Estimated Accuracy
 OE0106;SPC NY E     -   532,660.      158,140.      MT  (+/- 180 meters Scaled)
 OE0106
 OE0106                          SUPERSEDED SURVEY CONTROL
 OE0106
 OE0106  NGVD 29 (??/??/92)  504.421  (m)         1654.92   (f) ADJ UNCH    2 0
 OE0106
 OE0106.Superseded values are not recommended for survey control.
 OE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0106.See file dsdata.txt to determine how the superseded data were derived.
 OE0106
 OE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP484309(NAD 83)
 OE0106_MARKER: B = BOLT
 OE0106_SETTING: 80 = SET IN A BOULDER
 OE0106_SP_SET: BOULDER
 OE0106_STAMPING: U.S.G.S 1659
 OE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0106+STABILITY: SURFACE MOTION
 OE0106
 OE0106  HISTORY     - Date     Condition        Report By
 OE0106  HISTORY     - UNK      MONUMENTED       USGS
 OE0106  HISTORY     - 1935     GOOD             NGS
 OE0106
 OE0106                          STATION DESCRIPTION
 OE0106
 OE0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0106'13.8 MI SW FROM INDIAN LAKE.
 OE0106'IS LOCATED 13.8 MILES SOUTH OF THE INDIAN LAKE SCHOOL BUILDING.  300
 OE0106'FT. NORTH OF LEWEY LAKE HOUSE.  100 FT. SOUTH FROM SOUTH SHORE OF
 OE0106'LEWEY LAKE.  COPPER BOLT SET IN TOP OF AN 8 FT. BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1152 ***********************************************************************
 PH1152  DESIGNATION -  166
 PH1152  PID         -  PH1152
 PH1152  STATE/COUNTY-  NY/JEFFERSON
 PH1152  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1152
 PH1152                         *CURRENT SURVEY CONTROL
 PH1152  ___________________________________________________________________
 PH1152* NAD 83(1986)-  44 17 25.     (N)    075 58 35.     (W)     SCALED    
 PH1152* NAVD 88     -        90.15   (+/-2cm)     295.8    (feet)  VERTCON   
 PH1152  ___________________________________________________________________
 PH1152  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 PH1152
 PH1152  VERT ORDER  -  ? (See Below)
 PH1152
 PH1152.The horizontal coordinates were scaled from a topographic map and have
 PH1152.an estimated accuracy of +/- 6 seconds.
 PH1152
 PH1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1152.The vertical order pertains to the NGVD 29 superseded value.
 PH1152
 PH1152.The geoid height was determined by GEOID03.
 PH1152
 PH1152;                    North         East    Units  Estimated Accuracy
 PH1152;SPC NY C     -   476,700.      298,440.      MT  (+/- 180 meters Scaled)
 PH1152
 PH1152                          SUPERSEDED SURVEY CONTROL
 PH1152
 PH1152  NGVD 29 (??/??/92)   90.292  (m)          296.23   (f) ADJ UNCH    ?  
 PH1152
 PH1152.Superseded values are not recommended for survey control.
 PH1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1152.See file dsdata.txt to determine how the superseded data were derived.
 PH1152
 PH1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ221045(NAD 83)
 PH1152_MARKER: Q = CHISELED SQUARE
 PH1152_SETTING: 80 = SET IN A BOULDER
 PH1152_SP_SET: BOULDER
 PH1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1152+STABILITY: SURFACE MOTION
 PH1152
 PH1152  HISTORY     - Date     Condition        Report By
 PH1152  HISTORY     - UNK      MONUMENTED       USLS
 PH1152  HISTORY     - 1943     GOOD             NGS
 PH1152  HISTORY     - 1965     MARK NOT FOUND   LDA
 PH1152  HISTORY     - 19990729 MARK NOT FOUND   USPSQD
 PH1152
 PH1152                          STATION DESCRIPTION
 PH1152
 PH1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1152'3.8 MI SW FROM ALEXANDRIA BAY.
 PH1152'ABOUT 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM ALEXANDRIA BAY,
 PH1152'JEFFERSON COUNTY, ABOUT 1.8 MILES NORTHEAST OF THE JUNCTION OF STATE
 PH1152'HIGHWAY 180, ON THE PROLONGATION OF THE NORTHEAST SIDE OF A DIRT ROAD
 PH1152'LEADING NORTHWEST, 16 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 PH1152'CONCRETE PAVEMENT, IN LINE WITH A ROW OF POLES, AND ON THE TOP OF A 2-
 PH1152'BY 3-FOOT BOULDER ABOUT 1 FOOT HIGH.  A 1-INCH CHISELED SQUARE ABOUT
 PH1152'0.3 FOOT SOUTH OF THE CHISELED FIGURES 166.
 PH1152
 PH1152                          STATION RECOVERY (1965)
 PH1152
 PH1152'RECOVERY NOTE BY L DICKERSON ASSOC 1965
 PH1152'MARK NOT FOUND.
 PH1152
 PH1152                          STATION RECOVERY (1999)
 PH1152
 PH1152'RECOVERY NOTE BY US POWER SQUADRON 1999
 PH1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2050 ***********************************************************************
 PH2050  DESIGNATION -  166 IWC
 PH2050  PID         -  PH2050
 PH2050  STATE/COUNTY-  NY/ST LAWRENCE
 PH2050  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2050
 PH2050                         *CURRENT SURVEY CONTROL
 PH2050  ___________________________________________________________________
 PH2050* NAD 83(1996)-  44 28 19.85290(N)    075 47 04.15059(W)     ADJUSTED  
 PH2050* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2050  ___________________________________________________________________
 PH2050  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 PH2050  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 PH2050
 PH2050  HORZ ORDER  -  THIRD
 PH2050
 PH2050.The horizontal coordinates were established by classical geodetic methods
 PH2050.and adjusted by the National Geodetic Survey in January 1999..
 PH2050
 PH2050.The orthometric height was scaled from a topographic map.
 PH2050
 PH2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2050
 PH2050.The geoid height was determined by GEOID03.
 PH2050
 PH2050;                    North         East     Units Scale Factor Converg.
 PH2050;SPC NY E     -   627,027.948    47,806.856   MT  1.00002839   -0 53 59.8
 PH2050;SPC NY E     - 2,057,174.19    156,846.33   sFT  1.00002839   -0 53 59.8
 PH2050;UTM  18      - 4,924,618.415   437,605.420   MT  0.99964788   -0 32 58.6
 PH2050
 PH2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2050!SPC NY E     -   0.99999452  x   1.00002839  =   1.00002291
 PH2050!UTM  18      -   0.99999452  x   0.99964788  =   0.99964241
 PH2050
 PH2050:                Primary Azimuth Mark                     Grid Az
 PH2050:SPC NY E     -  BAY STATE SHOAL CHANNEL LT IBC           013 04 46.4
 PH2050:UTM  18      -  BAY STATE SHOAL CHANNEL LT IBC           012 43 45.2
 PH2050
 PH2050|---------------------------------------------------------------------|
 PH2050| PID    Reference Object                     Distance      Geod. Az  |
 PH2050|                                                           dddmmss.s |
 PH2050| PH2243 BAY STATE SHOAL CHANNEL LT IBC      APPROX. 3.7 KM 0121046.6 |
 PH2050| PH2053 SUPERIOR SHOAL CHANNEL LT IBC       APPROX. 1.1 KM 2202623.3 |
 PH2050| PH2061 GRISWOLD USLS                       APPROX. 2.9 KM 2562309.9 |
 PH2050|---------------------------------------------------------------------|
 PH2050
 PH2050                          SUPERSEDED SURVEY CONTROL
 PH2050
 PH2050  NAD 83(1986)-  44 28 19.85960(N)    075 47 04.15261(W) AD(       ) 3
 PH2050  NAD 27      -  44 28 19.67100(N)    075 47 05.32200(W) AD(       ) 3
 PH2050
 PH2050.Superseded values are not recommended for survey control.
 PH2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2050.See file dsdata.txt to determine how the superseded data were derived.
 PH2050
 PH2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3760524618(NAD 83)
 PH2050_MARKER: H = DRILL HOLE
 PH2050_SETTING: 66 = SET IN ROCK OUTCROP
 PH2050_SP_SET: SET IN ROCK OUTCROP
 PH2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2050+STABILITY: POSITION/ELEVATION WELL
 PH2050
 PH2050  HISTORY     - Date     Condition        Report By
 PH2050  HISTORY     - 1911     MONUMENTED       IBWC
 PH2050  HISTORY     - 1957     SEE DESCRIPTION  IBC
 PH2050
 PH2050                          STATION DESCRIPTION
 PH2050
 PH2050'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2050'ON THE WESTERN SIDE OF CHIPPEWA POINT ON THE NEW YORK SHORE OF THE
 PH2050'ST LAWRENCE RIVER, ABOUT 0.9 MILE NORTHEAST OF THE EXTREME SOUTHERN
 PH2050'TIP OF THE POINT.  THE STATION IS ABOUT 5 FEET ABOVE THE WATER LEVEL
 PH2050'OF THE RIVER, ON A ROCKY OUTCROP PROJECTING SLIGHTLY BEYOND THE
 PH2050'GENERAL SHORE LINE.  IT IS ABOUT 5 FEET FROM THE EDGE OF THE OUTCROP
 PH2050'WHICH RISES VERTICALLY FROM THE WATER, 3 FEET WESTERLY FROM A RIGHT
 PH2050'ANGLED CLEFT IN THE CLIFF - LIKE SHORE LINE, 7 FEET EASTERLY FROM A
 PH2050'SIMILAR CLEFT, AND ABOUT 1.5 FEET NORTH OF A 6 - INCH FISSURE.
 PH2050'
 PH2050'STATION MARK--THE STATION IS MARKED WITH A SMALL DRILL HOLE WITHIN A
 PH2050'FAINT TRIANGLE CUT IN THE ROCK.
 PH2050
 PH2050                          STATION RECOVERY (1957)
 PH2050
 PH2050'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2050'THE STATION WAS RECOVERED MARKED WITH A SMALL DRILL HOLE WITHIN A
 PH2050'FAINT TRIANGLE CUT IN THE ROCK.  IT WAS RE - MARKED BY THE
 PH2050'INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE DISK STATION MARK
 PH2050'SET IN THE ORIGINAL DRILL HOLE FLUSH WITH THE SURFACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2328 ***********************************************************************
 LY2328  DESIGNATION -  166 LRP USGS
 LY2328  PID         -  LY2328
 LY2328  STATE/COUNTY-  NY/SULLIVAN
 LY2328  USGS QUAD   -  NARROWSBURG (1997)
 LY2328
 LY2328                         *CURRENT SURVEY CONTROL
 LY2328  ___________________________________________________________________
 LY2328* NAD 83(1986)-  41 33 34.     (N)    075 00 58.     (W)     SCALED    
 LY2328* NAVD 88     -       236.635  (meters)     776.36   (feet)  ADJUSTED  
 LY2328  ___________________________________________________________________
 LY2328  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY2328  DYNAMIC HT  -         236.540 (meters)     776.05  (feet)  COMP
 LY2328  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LY2328
 LY2328  VERT ORDER  -  FIRST     CLASS II
 LY2328
 LY2328.The horizontal coordinates were scaled from a topographic map and have
 LY2328.an estimated accuracy of +/- 6 seconds.
 LY2328
 LY2328.The orthometric height was determined by differential leveling
 LY2328.and adjusted by the National Geodetic Survey in June 1991..
 LY2328
 LY2328.The geoid height was determined by GEOID03.
 LY2328
 LY2328.The dynamic height is computed by dividing the NAVD 88
 LY2328.geopotential number by the normal gravity value computed on the
 LY2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2328.degrees latitude (g = 980.6199 gals.).
 LY2328
 LY2328.The modeled gravity was interpolated from observed gravity values.
 LY2328
 LY2328;                    North         East    Units  Estimated Accuracy
 LY2328;SPC NY E     -   302,800.      106,950.      MT  (+/- 180 meters Scaled)
 LY2328
 LY2328                          SUPERSEDED SURVEY CONTROL
 LY2328
 LY2328.No superseded survey control is available for this station.
 LY2328
 LY2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM986008(NAD 83)
 LY2328_MARKER: DD = SURVEY DISK
 LY2328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY2328_SP_SET: HEADWALL OF CULVERT
 LY2328_STAMPING: 166 LRP 1965 777
 LY2328_MARK LOGO: USGS  
 LY2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2328+STABILITY: SURFACE MOTION
 LY2328
 LY2328  HISTORY     - Date     Condition        Report By
 LY2328  HISTORY     - 1965     MONUMENTED       USGS
 LY2328  HISTORY     - 1982     GOOD             NGS
 LY2328  HISTORY     - 1989     GOOD             USPSQD
 LY2328  HISTORY     - 20041112 GOOD             USGS
 LY2328
 LY2328                          STATION DESCRIPTION
 LY2328
 LY2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2328'6.0 KM (3.7 MI) SE FROM HUNTS CORNER.
 LY2328'6.0 KM (3.7 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2328'STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE RIGHT,
 LY2328'5.30 METERS (17.4 FT) WEST OF THE CENTER LINE OF THE HIGHWAY,
 LY2328'2.17 METERS (7.1 FT) SOUTHEAST OF A UTILITY POLE WITH TRANSFORMER
 LY2328'NUMBER 12-150-51, 6.40 METERS (20.1 FT) SOUTH OF THE CENTER OF A DIRT
 LY2328'DRIVE LEADING WEST, 1.70 METERS (5.6 FT) WEST-SOUTHWEST OF A 3-FOOT
 LY2328'HIGH RAILROAD RAIL POST.
 LY2328'THE MARK IS 0.15 M BELOW HIGHWAY.
 LY2328
 LY2328                          STATION RECOVERY (1989)
 LY2328
 LY2328'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2328'RECOVERED IN GOOD CONDITION.
 LY2328
 LY2328                          STATION RECOVERY (2004)
 LY2328
 LY2328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (GDF)
 LY2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1545 ***********************************************************************
 OF1545  DESIGNATION -  166 MCGS 1969
 OF1545  PID         -  OF1545
 OF1545  STATE/COUNTY-  NY/MONROE
 OF1545  USGS QUAD   -  WEBSTER (1978)
 OF1545
 OF1545                         *CURRENT SURVEY CONTROL
 OF1545  ___________________________________________________________________
 OF1545* NAD 83(1996)-  43 10 56.38452(N)    077 29 04.41188(W)     ADJUSTED  
 OF1545* NAVD 88     -       142.88   (+/-2cm)     468.8    (feet)  VERTCON   
 OF1545  ___________________________________________________________________
 OF1545  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OF1545  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1545
 OF1545  HORZ ORDER  -  SECOND
 OF1545  VERT ORDER  -  THIRD ? (See Below)
 OF1545
 OF1545.The horizontal coordinates were established by classical geodetic methods
 OF1545.and adjusted by the National Geodetic Survey in January 1999..
 OF1545
 OF1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1545.The vertical order pertains to the NGVD 29 superseded value.
 OF1545
 OF1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1545
 OF1545.The geoid height was determined by GEOID03.
 OF1545
 OF1545;                    North         East     Units Scale Factor Converg.
 OF1545;SPC NY W     -   354,010.677   439,324.535   MT  1.00003562   +0 45 07.1
 OF1545;SPC NY W     - 1,161,450.03  1,441,350.58   sFT  1.00003562   +0 45 07.1
 OF1545;UTM  18      - 4,784,059.338   298,083.413   MT  1.00010156   -1 42 02.9
 OF1545
 OF1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1545!SPC NY W     -   0.99998318  x   1.00003562  =   1.00001880
 OF1545!UTM  18      -   0.99998318  x   1.00010156  =   1.00008474
 OF1545
 OF1545:                Primary Azimuth Mark                     Grid Az
 OF1545:SPC NY W     -  MILE RESET                               137 04 27.5
 OF1545:UTM  18      -  MILE RESET                               139 31 37.5
 OF1545
 OF1545|---------------------------------------------------------------------|
 OF1545| PID    Reference Object                     Distance      Geod. Az  |
 OF1545|                                                           dddmmss.s |
 OF1545| OF1537 MILE RESET                          APPROX. 0.8 KM 1374934.6 |
 OF1545|---------------------------------------------------------------------|
 OF1545
 OF1545                          SUPERSEDED SURVEY CONTROL
 OF1545
 OF1545  NAD 83(1986)-  43 10 56.39297(N)    077 29 04.41045(W) AD(       ) 2
 OF1545  NAD 27      -  43 10 56.16718(N)    077 29 05.42241(W) AD(       ) 2
 OF1545  NGVD 29 (07/19/86)  143.08   (m)          469.4    (f) LEVELING    3  
 OF1545
 OF1545.Superseded values are not recommended for survey control.
 OF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1545.See file dsdata.txt to determine how the superseded data were derived.
 OF1545
 OF1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9808384059(NAD 83)
 OF1545_MARKER: DD = SURVEY DISK
 OF1545_SETTING: 0 = UNSPECIFIED SETTING
 OF1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1545
 OF1545  HISTORY     - Date     Condition        Report By
 OF1545  HISTORY     - 1969     MONUMENTED       NY-055
 OF1545  HISTORY     - 1972     GOOD             CGS
 OF1545  HISTORY     - 19951021 GOOD             USPSQD
 OF1545
 OF1545                          STATION DESCRIPTION
 OF1545
 OF1545'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1545'IN PENFIELD, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SCRIBNER
 OF1545'AND PLANK ROAD.
 OF1545'
 OF1545'0.57 MILE NORTHWEST OF STATION MILE, 1939, 1969.
 OF1545'
 OF1545'13.0 FEET EAST OF CENTER LINE OF SCRIBNER ROAD.
 OF1545'
 OF1545'15.0 FEET SOUTH OF THE CENTER LINE OF PLANK ROAD.
 OF1545'
 OF1545'20.2 FEET SOUTHEAST OF RR SPIKE IN THE CENTER OF THE INTERSECTION.
 OF1545'
 OF1545'57.9 FEET SOUTHWEST OF A POLE IN THE NORTHEAST CORNER OF INTERSECTION.
 OF1545'
 OF1545'27.0 FEET WEST OF THE NORTH ONE OF THREE GAS MAIN VALVE BOXES.
 OF1545'
 OF1545'15.8 FEET NORTHWEST OF A POLE IN THE SOUTHEAST CORNER OF INTERSECTION.
 OF1545'
 OF1545'42.0 FEET NORTHEAST OF R.G. AND E. POLE NO. 286.
 OF1545'
 OF1545'73.0 FEET NORTHEAST OF FIRE HYDRANT.
 OF1545'
 OF1545'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1545'STAMPED 166 IN THE TOP OF A CONCRETE POST IN A CAST IRON BOX IN THE
 OF1545'PAVEMENT.  COVER MARKED M.
 OF1545
 OF1545                          STATION RECOVERY (1972)
 OF1545
 OF1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972 (SJC)
 OF1545'PREVIOUS DESCRIPTION IS ADEQUATE.
 OF1545
 OF1545                          STATION RECOVERY (1995)
 OF1545
 OF1545'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0504 ***********************************************************************
 MZ0504  DESIGNATION -  166.32
 MZ0504  PID         -  MZ0504
 MZ0504  STATE/COUNTY-  NY/COLUMBIA
 MZ0504  USGS QUAD   -  CANAAN (1975)
 MZ0504
 MZ0504                         *CURRENT SURVEY CONTROL
 MZ0504  ___________________________________________________________________
 MZ0504* NAD 83(1986)-  42 24 05.     (N)    073 27 02.     (W)     SCALED    
 MZ0504* NAVD 88     -       272.871  (meters)     895.24   (feet)  ADJUSTED  
 MZ0504  ___________________________________________________________________
 MZ0504  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 MZ0504  DYNAMIC HT  -         272.774 (meters)     894.93  (feet)  COMP
 MZ0504  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 MZ0504
 MZ0504  VERT ORDER  -  FIRST     CLASS II
 MZ0504
 MZ0504.The horizontal coordinates were scaled from a topographic map and have
 MZ0504.an estimated accuracy of +/- 6 seconds.
 MZ0504
 MZ0504.The orthometric height was determined by differential leveling
 MZ0504.and adjusted by the National Geodetic Survey in June 1991..
 MZ0504
 MZ0504.The geoid height was determined by GEOID03.
 MZ0504
 MZ0504.The dynamic height is computed by dividing the NAVD 88
 MZ0504.geopotential number by the normal gravity value computed on the
 MZ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0504.degrees latitude (g = 980.6199 gals.).
 MZ0504
 MZ0504.The modeled gravity was interpolated from observed gravity values.
 MZ0504
 MZ0504;                    North         East    Units  Estimated Accuracy
 MZ0504;SPC NY E     -   396,710.      236,390.      MT  (+/- 180 meters Scaled)
 MZ0504
 MZ0504                          SUPERSEDED SURVEY CONTROL
 MZ0504
 MZ0504  NGVD 29 (??/??/92)  273.020  (m)          895.73   (f) ADJ UNCH    1 2
 MZ0504
 MZ0504.Superseded values are not recommended for survey control.
 MZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0504.See file dsdata.txt to determine how the superseded data were derived.
 MZ0504
 MZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM275955(NAD 83)
 MZ0504_MARKER: Q = CHISELED SQUARE
 MZ0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0504_SP_SET: SIGNAL POST
 MZ0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0504
 MZ0504  HISTORY     - Date     Condition        Report By
 MZ0504  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0504  HISTORY     - 1933     GOOD             NGS
 MZ0504  HISTORY     - 1942     POOR             NGS
 MZ0504
 MZ0504                          STATION DESCRIPTION
 MZ0504
 MZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0504'0.6 MI E FROM CANAAN.
 MZ0504'ON BOSTON AND ALBANY RAILROAD, ON NW CORNER OF FOUNDATION OF S SIGNAL
 MZ0504'POST NO. 166.32, 7 FEET W OF W RAIL AND 1 FOOT BELOW BASE OF RAIL.
 MZ0504
 MZ0504                          STATION RECOVERY (1942)
 MZ0504
 MZ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MZ0504'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0052 ***********************************************************************
 OG0052  DESIGNATION -  16638
 OG0052  PID         -  OG0052
 OG0052  STATE/COUNTY-  NY/ORLEANS
 OG0052  USGS QUAD   -  KENDALL (1978)
 OG0052
 OG0052                         *CURRENT SURVEY CONTROL
 OG0052  ___________________________________________________________________
 OG0052* NAD 83(1986)-  43 21 50.     (N)    078 02 24.     (W)     SCALED    
 OG0052* NAVD 88     -        82.504  (meters)     270.68   (feet)  ADJUSTED  
 OG0052  ___________________________________________________________________
 OG0052  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OG0052  DYNAMIC HT  -          82.487 (meters)     270.63  (feet)  COMP
 OG0052  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 OG0052
 OG0052  VERT ORDER  -  FIRST     CLASS II
 OG0052
 OG0052.The horizontal coordinates were scaled from a topographic map and have
 OG0052.an estimated accuracy of +/- 6 seconds.
 OG0052
 OG0052.The orthometric height was determined by differential leveling
 OG0052.and adjusted by the National Geodetic Survey in June 1991..
 OG0052
 OG0052.The geoid height was determined by GEOID03.
 OG0052
 OG0052.The dynamic height is computed by dividing the NAVD 88
 OG0052.geopotential number by the normal gravity value computed on the
 OG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0052.degrees latitude (g = 980.6199 gals.).
 OG0052
 OG0052.The modeled gravity was interpolated from observed gravity values.
 OG0052
 OG0052;                    North         East    Units  Estimated Accuracy
 OG0052;SPC NY W     -   373,740.      394,040.      MT  (+/- 180 meters Scaled)
 OG0052
 OG0052                          SUPERSEDED SURVEY CONTROL
 OG0052
 OG0052  NGVD 29 (??/??/92)   82.690  (m)          271.29   (f) ADJ UNCH    1 2
 OG0052
 OG0052.Superseded values are not recommended for survey control.
 OG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0052.See file dsdata.txt to determine how the superseded data were derived.
 OG0052
 OG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ398054(NAD 83)
 OG0052_MARKER: DB = BENCH MARK DISK
 OG0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0052_SP_SET: RAIL FOUNDATION
 OG0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0052
 OG0052  HISTORY     - Date     Condition        Report By
 OG0052  HISTORY     - UNK      MONUMENTED       USLS
 OG0052  HISTORY     - 1967     GOOD             USLS
 OG0052
 OG0052                          STATION DESCRIPTION
 OG0052
 OG0052'DESCRIBED BY US LAKE SURVEY 1967
 OG0052'3.8 MI E FROM POINT BREEZE.
 OG0052'IS IN ORLEANS COUNTY, NEW YORK, 3.8 MILES EAST OF INTERSECTIONS OF
 OG0052'POINT BREEZE RD., LAKESHORE RD., AND WATER ST., IN POINT BREEZE, TO
 OG0052'TRANSIT RD., 0.6 MILE SOUTH ON TRANSIT RD. TO LAKESHORE RD., 3.9
 OG0052'MILES EAST ON LAKESHORE RD., 0.8 MILE WEST OF KENDALL RD., AT THE
 OG0052'NORTHWEST END OF A BRIDGE OVER A SMALL CREEK, 0.8 FOOT EAST OF WEST
 OG0052'FACE AND 0.7 FOOT NORTH OF SOUTH FACE OF CONCRETE RAIL FOUNDATION,
 OG0052'1 1/2-FEET ABOVE THE ROADWAY, BEING HIGHEST POINT OVER A CROSS AT
 OG0052'CENTER OF BRONZE DISC SET INTO TOP OF THE RAIL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0068 ***********************************************************************
 NA0068  DESIGNATION -  166.4
 NA0068  PID         -  NA0068
 NA0068  STATE/COUNTY-  NY/SCHENECTADY
 NA0068  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0068
 NA0068                         *CURRENT SURVEY CONTROL
 NA0068  ___________________________________________________________________
 NA0068* NAD 83(1986)-  42 52 34.     (N)    074 01 56.     (W)     SCALED    
 NA0068* NAVD 88     -        84.817  (meters)     278.27   (feet)  ADJUSTED  
 NA0068  ___________________________________________________________________
 NA0068  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 NA0068  DYNAMIC HT  -          84.793 (meters)     278.19  (feet)  COMP
 NA0068  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 NA0068
 NA0068  VERT ORDER  -  FIRST     CLASS II
 NA0068
 NA0068.The horizontal coordinates were scaled from a topographic map and have
 NA0068.an estimated accuracy of +/- 6 seconds.
 NA0068
 NA0068.The orthometric height was determined by differential leveling
 NA0068.and adjusted by the National Geodetic Survey in June 1991..
 NA0068
 NA0068.The geoid height was determined by GEOID03.
 NA0068
 NA0068.The dynamic height is computed by dividing the NAVD 88
 NA0068.geopotential number by the normal gravity value computed on the
 NA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0068.degrees latitude (g = 980.6199 gals.).
 NA0068
 NA0068.The modeled gravity was interpolated from observed gravity values.
 NA0068
 NA0068;                    North         East    Units  Estimated Accuracy
 NA0068;SPC NY E     -   449,020.      188,220.      MT  (+/- 180 meters Scaled)
 NA0068
 NA0068                          SUPERSEDED SURVEY CONTROL
 NA0068
 NA0068  NGVD 29 (??/??/92)   84.973  (m)          278.78   (f) ADJ UNCH    1 2
 NA0068
 NA0068.Superseded values are not recommended for survey control.
 NA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0068.See file dsdata.txt to determine how the superseded data were derived.
 NA0068
 NA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN790475(NAD 83)
 NA0068_MARKER: B = BOLT
 NA0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0068_SP_SET: CONCRETE FOOTING
 NA0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0068
 NA0068  HISTORY     - Date     Condition        Report By
 NA0068  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0068  HISTORY     - 1931     GOOD             NGS
 NA0068  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NA0068
 NA0068                          STATION DESCRIPTION
 NA0068
 NA0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0068'2.8 MI E FROM HOFFMANS.
 NA0068'ONE MILE EAST OF RIVERVIEW INN.  ON SIGNAL BRIDGE NO. 391-S TOP OF
 NA0068'SOUTH ANCHOR BOLT IN NORTHEAST CONCRETE FOOTING.
 NA0068
 NA0068                          STATION RECOVERY (1998)
 NA0068
 NA0068'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0928 ***********************************************************************
 LY0928  DESIGNATION -  1666
 LY0928  PID         -  LY0928
 LY0928  STATE/COUNTY-  NY/SULLIVAN
 LY0928  USGS QUAD   -  WILLOWEMOC (1966)
 LY0928
 LY0928                         *CURRENT SURVEY CONTROL
 LY0928  ___________________________________________________________________
 LY0928* NAD 83(1986)-  41 54 45.     (N)    074 43 27.     (W)     SCALED    
 LY0928* NAVD 88     -       506.763  (meters)    1662.60   (feet)  ADJUSTED  
 LY0928  ___________________________________________________________________
 LY0928  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LY0928  DYNAMIC HT  -         506.566 (meters)    1661.96  (feet)  COMP
 LY0928  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 LY0928
 LY0928  VERT ORDER  -  SECOND    CLASS 0
 LY0928
 LY0928.The horizontal coordinates were scaled from a topographic map and have
 LY0928.an estimated accuracy of +/- 6 seconds.
 LY0928
 LY0928.The orthometric height was determined by differential leveling
 LY0928.and adjusted by the National Geodetic Survey in June 1991..
 LY0928
 LY0928.The geoid height was determined by GEOID03.
 LY0928
 LY0928.The dynamic height is computed by dividing the NAVD 88
 LY0928.geopotential number by the normal gravity value computed on the
 LY0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0928.degrees latitude (g = 980.6199 gals.).
 LY0928
 LY0928.The modeled gravity was interpolated from observed gravity values.
 LY0928
 LY0928;                    North         East    Units  Estimated Accuracy
 LY0928;SPC NY E     -   341,910.      131,400.      MT  (+/- 180 meters Scaled)
 LY0928
 LY0928                          SUPERSEDED SURVEY CONTROL
 LY0928
 LY0928  NGVD 29 (??/??/92)  506.920  (m)         1663.12   (f) ADJ UNCH    2 0
 LY0928
 LY0928.Superseded values are not recommended for survey control.
 LY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0928.See file dsdata.txt to determine how the superseded data were derived.
 LY0928
 LY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM228400(NAD 83)
 LY0928_MARKER: DD = SURVEY DISK
 LY0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0928_SP_SET: BUILDING FOUNDATION
 LY0928_STAMPING: 1666 1903 ADJ
 LY0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0928
 LY0928  HISTORY     - Date     Condition        Report By
 LY0928  HISTORY     - 1903     MONUMENTED       USGS
 LY0928  HISTORY     - 1942     GOOD             NGS
 LY0928
 LY0928                          STATION DESCRIPTION
 LY0928
 LY0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0928'0.2 MI SE FROM DEBRUCE.
 LY0928'0.15 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE T-JUNCTION AT
 LY0928'DEBRUCE, SULLIVAN COUNTY, AT A SCHOOLHOUSE, IN THE NORTWEST
 LY0928'CORNER OF THE FOUNDATION, 169 FEET NORTHEAST OF THE CENTERLINE
 LY0928'OF THE ROAD, 8 FEET HIGHER THAN THE ROAD, AND 8 INCHES HIGHER
 LY0928'THAN THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LY0928'DISK, STAMPED 1666 1903 ADJ AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0960 ***********************************************************************
 KU0960  DESIGNATION -  167
 KU0960  PID         -  KU0960
 KU0960  STATE/COUNTY-  NY/WESTCHESTER
 KU0960  USGS QUAD   -  YONKERS (1979)
 KU0960
 KU0960                         *CURRENT SURVEY CONTROL
 KU0960  ___________________________________________________________________
 KU0960* NAD 83(1986)-  40 57 19.     (N)    073 53 48.     (W)     SCALED    
 KU0960* NAVD 88     -         2.424  (meters)       7.95   (feet)  ADJUSTED  
 KU0960  ___________________________________________________________________
 KU0960  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU0960  DYNAMIC HT  -           2.423 (meters)       7.95  (feet)  COMP
 KU0960  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 KU0960
 KU0960  VERT ORDER  -  FIRST     CLASS II
 KU0960
 KU0960.The horizontal coordinates were scaled from a topographic map and have
 KU0960.an estimated accuracy of +/- 6 seconds.
 KU0960
 KU0960.The orthometric height was determined by differential leveling
 KU0960.and adjusted by the National Geodetic Survey in June 1991..
 KU0960
 KU0960.The geoid height was determined by GEOID03.
 KU0960
 KU0960.The dynamic height is computed by dividing the NAVD 88
 KU0960.geopotential number by the normal gravity value computed on the
 KU0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0960.degrees latitude (g = 980.6199 gals.).
 KU0960
 KU0960.The modeled gravity was interpolated from observed gravity values.
 KU0960
 KU0960;                    North         East    Units  Estimated Accuracy
 KU0960;SPC NY E     -   235,760.      200,790.      MT  (+/- 180 meters Scaled)
 KU0960
 KU0960                          SUPERSEDED SURVEY CONTROL
 KU0960
 KU0960  NGVD 29 (??/??/92)    2.729  (m)            8.95   (f) ADJ UNCH    1 2
 KU0960
 KU0960.Superseded values are not recommended for survey control.
 KU0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0960.See file dsdata.txt to determine how the superseded data were derived.
 KU0960
 KU0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL928343(NAD 83)
 KU0960_MARKER: B = BOLT
 KU0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0960_SP_SET: RETAINING WALL
 KU0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0960
 KU0960  HISTORY     - Date     Condition        Report By
 KU0960  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0960  HISTORY     - 1955     GOOD             NGS
 KU0960
 KU0960                          STATION DESCRIPTION
 KU0960
 KU0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0960'1.5 MI NE FROM YONKERS.
 KU0960'ABOUT 1.5 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KU0960'FROM THE STATION AT YONKERS, ABOUT 0.4 MILE NORTH OF STATION AT
 KU0960'GLENWOOD, ACROSS TRACKS FROM A POINT ABOUT 13 YARDS NORTHEAST OF
 KU0960'TRANSMISSION TOWER NO. 376, THE TOP OF A BOLT SET IN THE SLANTING
 KU0960'NORTHWEST FACE OF STONE IN BOTTOM LAYER OF STONE RETAINING WALL,
 KU0960'49 YARDS NORTHEAST OF SOUTHWEST END OF RETAINING WALL, 5.8 FEET
 KU0960'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK AND ABOUT 1/2 FOOT
 KU0960'BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0102 ***********************************************************************
 PH0102  DESIGNATION -  167
 PH0102  PID         -  PH0102
 PH0102  STATE/COUNTY-  NY/FRANKLIN
 PH0102  USGS QUAD   -  FT COVINGTON (1993)
 PH0102
 PH0102                         *CURRENT SURVEY CONTROL
 PH0102  ___________________________________________________________________
 PH0102* NAD 83(1986)-  44 59 36.     (N)    074 29 49.     (W)     SCALED    
 PH0102* NAVD 88     -        50.669  (meters)     166.24   (feet)  ADJUSTED  
 PH0102  ___________________________________________________________________
 PH0102  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 PH0102  DYNAMIC HT  -          50.669 (meters)     166.24  (feet)  COMP
 PH0102  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 PH0102
 PH0102  VERT ORDER  -  FIRST     CLASS I
 PH0102
 PH0102.The horizontal coordinates were scaled from a topographic map and have
 PH0102.an estimated accuracy of +/- 6 seconds.
 PH0102
 PH0102.The orthometric height was determined by differential leveling
 PH0102.and adjusted by the National Geodetic Survey in June 1991..
 PH0102
 PH0102.The geoid height was determined by GEOID03.
 PH0102
 PH0102.The dynamic height is computed by dividing the NAVD 88
 PH0102.geopotential number by the normal gravity value computed on the
 PH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0102.degrees latitude (g = 980.6199 gals.).
 PH0102
 PH0102.The modeled gravity was interpolated from observed gravity values.
 PH0102
 PH0102;                    North         East    Units  Estimated Accuracy
 PH0102;SPC NY E     -   684,130.      150,240.      MT  (+/- 180 meters Scaled)
 PH0102
 PH0102                          SUPERSEDED SURVEY CONTROL
 PH0102
 PH0102  NGVD 29 (??/??/92)   50.762  (m)          166.54   (f) ADJ UNCH    1 1
 PH0102
 PH0102.Superseded values are not recommended for survey control.
 PH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0102.See file dsdata.txt to determine how the superseded data were derived.
 PH0102
 PH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ396823(NAD 83)
 PH0102_MARKER: DB = BENCH MARK DISK
 PH0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0102_SP_SET: BRIDGE
 PH0102_STAMPING: 167 USGS 1900
 PH0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0102
 PH0102  HISTORY     - Date     Condition        Report By
 PH0102  HISTORY     - 1900     MONUMENTED       USGS
 PH0102  HISTORY     - 1973     GOOD             NGS
 PH0102  HISTORY     - 1975     GOOD             NGS
 PH0102
 PH0102                          STATION DESCRIPTION
 PH0102
 PH0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0102'IN FORT COVINGTON.
 PH0102'AT FORT COVINGTON, ABOUT 0.3 MILE NORTHWEST ALONG WATER STREET FROM
 PH0102'THE INTERSECTION OF STATE HIGHWAY 37, AT RAILROAD BRIDGE 74-22 OVER
 PH0102'THE SALMON RIVER, 62 1/2 FEET WEST OF THE CENTER OF THE CROSSING OF
 PH0102'WATER STREET AND THE GRAND TRUNK RAILROAD, 8.4 FEET SOUTHEAST OF THE
 PH0102'SOUTHEAST RAIL, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 PH0102'THE SOUTHEAST END OF THE NORTHEAST STONE BRIDGE ABUTMENT.
 PH0102
 PH0102                          STATION RECOVERY (1975)
 PH0102
 PH0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1415 ***********************************************************************
 KU1415  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1415  DESIGNATION -  1670 BOM
 KU1415  PID         -  KU1415
 KU1415  STATE/COUNTY-  NY/NEW YORK
 KU1415  USGS QUAD   -  CENTRAL PARK (1979)
 KU1415
 KU1415                         *CURRENT SURVEY CONTROL
 KU1415  ___________________________________________________________________
 KU1415* NAD 83(1986)-  40 45 35.     (N)    073 57 43.     (W)     SCALED    
 KU1415* NAVD 88     -        16.777  (meters)      55.04   (feet)  ADJUSTED  
 KU1415  ___________________________________________________________________
 KU1415  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU1415  DYNAMIC HT  -          16.771 (meters)      55.02  (feet)  COMP
 KU1415  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU1415
 KU1415  VERT ORDER  -  FIRST     CLASS II
 KU1415
 KU1415.The horizontal coordinates were scaled from a topographic map and have
 KU1415.an estimated accuracy of +/- 6 seconds.
 KU1415
 KU1415.The orthometric height was determined by differential leveling
 KU1415.and adjusted by the National Geodetic Survey in June 1991..
 KU1415
 KU1415.This Tidal Bench Mark is designated as VM 16282
 KU1415.by the Center for Operational Oceanographic Products and Services.
 KU1415
 KU1415.The geoid height was determined by GEOID03.
 KU1415
 KU1415.The dynamic height is computed by dividing the NAVD 88
 KU1415.geopotential number by the normal gravity value computed on the
 KU1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1415.degrees latitude (g = 980.6199 gals.).
 KU1415
 KU1415.The modeled gravity was interpolated from observed gravity values.
 KU1415
 KU1415;                    North         East    Units  Estimated Accuracy
 KU1415;SPC NY E     -   214,010.      195,430.      MT  (+/- 180 meters Scaled)
 KU1415
 KU1415                          SUPERSEDED SURVEY CONTROL
 KU1415
 KU1415  NGVD 29 (??/??/92)   17.108  (m)           56.13   (f) ADJ UNCH    1 2
 KU1415
 KU1415.Superseded values are not recommended for survey control.
 KU1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1415.See file dsdata.txt to determine how the superseded data were derived.
 KU1415
 KU1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL876126(NAD 83)
 KU1415_MARKER: Q = CHISELED SQUARE
 KU1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1415_SP_SET: ABUTMENT
 KU1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1415+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 KU1415
 KU1415  HISTORY     - Date     Condition        Report By
 KU1415  HISTORY     - UNK      MONUMENTED       NY4170
 KU1415  HISTORY     - 1952     GOOD             NGS
 KU1415  HISTORY     - 20040930 GOOD             GEOCAC
 KU1415  HISTORY     - 20060817 GOOD             USPSQD
 KU1415
 KU1415                          STATION DESCRIPTION
 KU1415
 KU1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1415'IN NEW YORK.
 KU1415'IN NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF FIRST
 KU1415'AVENUE AND EAST 59TH STREET, 14 FEET NORTHWEST OF NORTHWEST CURB
 KU1415'OF FIRST AVENUE, 63 1/2 FEET NORTHEAST OF NORTHEAST CURB OF EAST
 KU1415'59TH STREET, A 1 1/4-INCH OUTLINED SQUARE ON TOP OF THE SOUTH
 KU1415'CORNER OF STONE AT SOUTHWEST END OF NORTHWEST ABUTMENT OF
 KU1415'QUEENSBORO BRIDGE AND ABOUT 1 1/2 FEET ABOVE SIDE WALK.
 KU1415
 KU1415                          STATION RECOVERY (2004)
 KU1415
 KU1415'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 KU1415'SINCE THE CHISELED SQUARE IS MADE ON THE OUTSIDE CORNER OF THE STONE,
 KU1415'THIS SQUARE ONLY HAS TWO CARVED SIDES - THE OTHER TWO SIDES ARE THE
 KU1415'EDGES OF THE STONE.  ABOVE THIS MARK, ON THE SAME BRIDGE ABUTMENT, IS
 KU1415'PID KU1416.
 KU1415' 
 KU1415'HANDHELD GPS COORDINATES ARE  N 40 45 35.5 W 73 57 43.0
 KU1415
 KU1415                          STATION RECOVERY (2006)
 KU1415
 KU1415'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 KU1415'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0481 ***********************************************************************
 PG0481  DESIGNATION -  167.2 DHRR=BM 2 RESET
 PG0481  PID         -  PG0481
 PG0481  STATE/COUNTY-  NY/CLINTON
 PG0481  USGS QUAD   -  PLATTSBURGH (1966)
 PG0481
 PG0481                         *CURRENT SURVEY CONTROL
 PG0481  ___________________________________________________________________
 PG0481* NAD 83(1986)-  44 41 55.     (N)    073 26 58.     (W)     SCALED    
 PG0481* NAVD 88     -        36.68   (+/-2cm)     120.3    (feet)  VERTCON   
 PG0481  ___________________________________________________________________
 PG0481  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG0481
 PG0481  VERT ORDER  -  THIRD (See Below)
 PG0481
 PG0481.The horizontal coordinates were scaled from a topographic map and have
 PG0481.an estimated accuracy of +/- 6 seconds.
 PG0481
 PG0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG0481.The vertical order pertains to the NGVD 29 superseded value.
 PG0481
 PG0481.The geoid height was determined by GEOID03.
 PG0481
 PG0481;                    North         East    Units  Estimated Accuracy
 PG0481;SPC NY E     -   651,920.      233,260.      MT  (+/- 180 meters Scaled)
 PG0481
 PG0481                          SUPERSEDED SURVEY CONTROL
 PG0481
 PG0481  NGVD 29 (??/??/??)   36.80   (m)          120.7    (f) RESET       3  
 PG0481
 PG0481.Superseded values are not recommended for survey control.
 PG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0481.See file dsdata.txt to determine how the superseded data were derived.
 PG0481
 PG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ228506(NAD 83)
 PG0481_MARKER: B = BOLT
 PG0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0481_SP_SET: SIGNAL
 PG0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0481
 PG0481  HISTORY     - Date     Condition        Report By
 PG0481  HISTORY     - UNK      MONUMENTED       DHRR
 PG0481  HISTORY     - 1949     GOOD             CGS
 PG0481
 PG0481                          STATION DESCRIPTION
 PG0481
 PG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PG0481'IN PLATTSBURG.
 PG0481'AT PLATSBURG, CLINTON COUNTY, 1,272 FEET SOUTH ALONG THE DELAWARE AND
 PG0481'HUDSON RAILROAD FROM THE SOUTH END OF THE PASSENGER STATION, AT SIGNAL
 PG0481'167.2, AND 7.5 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND MAIN
 PG0481'TRACK.  THE TOP OF THE NORTHEAST BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1204 ***********************************************************************
 PG1204  DESIGNATION -  1672 USGS
 PG1204  PID         -  PG1204
 PG1204  STATE/COUNTY-  NY/CLINTON
 PG1204  USGS QUAD   -  ELLENBURG CENTER (1964)
 PG1204
 PG1204                         *CURRENT SURVEY CONTROL
 PG1204  ___________________________________________________________________
 PG1204* NAD 83(1986)-  44 48 27.     (N)    073 53 54.     (W)     SCALED    
 PG1204* NAVD 88     -       509.571  (meters)    1671.82   (feet)  ADJUSTED  
 PG1204  ___________________________________________________________________
 PG1204  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 PG1204  DYNAMIC HT  -         509.525 (meters)    1671.67  (feet)  COMP
 PG1204  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 PG1204
 PG1204  VERT ORDER  -  SECOND    CLASS 0
 PG1204
 PG1204.The horizontal coordinates were scaled from a topographic map and have
 PG1204.an estimated accuracy of +/- 6 seconds.
 PG1204
 PG1204.The orthometric height was determined by differential leveling
 PG1204.and adjusted by the National Geodetic Survey in June 1991..
 PG1204
 PG1204.The geoid height was determined by GEOID03.
 PG1204
 PG1204.The dynamic height is computed by dividing the NAVD 88
 PG1204.geopotential number by the normal gravity value computed on the
 PG1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1204.degrees latitude (g = 980.6199 gals.).
 PG1204
 PG1204.The modeled gravity was interpolated from observed gravity values.
 PG1204
 PG1204;                    North         East    Units  Estimated Accuracy
 PG1204;SPC NY E     -   663,660.      197,590.      MT  (+/- 180 meters Scaled)
 PG1204
 PG1204                          SUPERSEDED SURVEY CONTROL
 PG1204
 PG1204  NGVD 29 (??/??/??)  509.626  (m)         1672.00   (f) ADJUSTED    2 0
 PG1204
 PG1204.Superseded values are not recommended for survey control.
 PG1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1204.See file dsdata.txt to determine how the superseded data were derived.
 PG1204
 PG1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ871621(NAD 83)
 PG1204_MARKER: DD = SURVEY DISK
 PG1204_SETTING: 80 = SET IN A BOULDER
 PG1204_SP_SET: BOULDER
 PG1204_STAMPING: 1672
 PG1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1204+STABILITY: SURFACE MOTION
 PG1204
 PG1204  HISTORY     - Date     Condition        Report By
 PG1204  HISTORY     - UNK      MONUMENTED       USGS
 PG1204  HISTORY     - 1942     GOOD             CGS
 PG1204
 PG1204                          STATION DESCRIPTION
 PG1204
 PG1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1204'4.4 MI S FROM ELLENBURG CENTER.
 PG1204'4.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE INTERSECTION OF STATE
 PG1204'HIGHWAY 190 AT ELLENBURG CENTER, ON THE EAST SIDE OF A CURVE, ABOUT 22
 PG1204'YARDS WEST OF THE SOUTHWEST CORNER OF A BARN EAST OF THE ROAD, 33 FEET
 PG1204'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF THE RIGHT- OF-WAY
 PG1204'FENCE, IN THE TOP OF A 4- BY 4-FOOT GRANITE BOULDER, AND ABOUT 3 FEET
 PG1204'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PG1204'DISK, STAMPED 1762.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0027 ***********************************************************************
 PH0027  DESIGNATION -  167.37
 PH0027  PID         -  PH0027
 PH0027  STATE/COUNTY-  NY/FRANKLIN
 PH0027  USGS QUAD   -  CHASM FALLS (1980)
 PH0027
 PH0027                         *CURRENT SURVEY CONTROL
 PH0027  ___________________________________________________________________
 PH0027* NAD 83(1986)-  44 47 13.     (N)    074 14 03.     (W)     SCALED    
 PH0027* NAVD 88     -       369.113  (meters)    1211.00   (feet)  ADJUSTED  
 PH0027  ___________________________________________________________________
 PH0027  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PH0027  DYNAMIC HT  -         369.081 (meters)    1210.89  (feet)  COMP
 PH0027  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 PH0027
 PH0027  VERT ORDER  -  FIRST     CLASS II
 PH0027
 PH0027.The horizontal coordinates were scaled from a topographic map and have
 PH0027.an estimated accuracy of +/- 6 seconds.
 PH0027
 PH0027.The orthometric height was determined by differential leveling
 PH0027.and adjusted by the National Geodetic Survey in June 1991..
 PH0027
 PH0027.The geoid height was determined by GEOID03.
 PH0027
 PH0027.The dynamic height is computed by dividing the NAVD 88
 PH0027.geopotential number by the normal gravity value computed on the
 PH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0027.degrees latitude (g = 980.6199 gals.).
 PH0027
 PH0027.The modeled gravity was interpolated from observed gravity values.
 PH0027
 PH0027;                    North         East    Units  Estimated Accuracy
 PH0027;SPC NY E     -   661,230.      171,040.      MT  (+/- 180 meters Scaled)
 PH0027
 PH0027                          SUPERSEDED SURVEY CONTROL
 PH0027
 PH0027  NGVD 29 (??/??/92)  369.174  (m)         1211.20   (f) ADJ UNCH    1 2
 PH0027
 PH0027.Superseded values are not recommended for survey control.
 PH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0027.See file dsdata.txt to determine how the superseded data were derived.
 PH0027
 PH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ605595(NAD 83)
 PH0027_MARKER: Q = CHISELED SQUARE
 PH0027_SETTING: 80 = SET IN A BOULDER
 PH0027_SP_SET: BOULDER
 PH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0027+STABILITY: SURFACE MOTION
 PH0027
 PH0027  HISTORY     - Date     Condition        Report By
 PH0027  HISTORY     - UNK      MONUMENTED       NYCRR
 PH0027  HISTORY     - 1931     GOOD             NGS
 PH0027
 PH0027                          STATION DESCRIPTION
 PH0027
 PH0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0027'1.34 MI S FROM WHIPPLEVILLE.
 PH0027'ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  475 FEET SOUTH
 PH0027'OF MILE POST H-168.  25 FEET EAST OF TRACK, ON GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1215 ***********************************************************************
 NB1215  DESIGNATION -  1675 D USGS
 NB1215  PID         -  NB1215
 NB1215  STATE/COUNTY-  NY/ALLEGANY
 NB1215  USGS QUAD   -  ANDOVER (1976)
 NB1215
 NB1215                         *CURRENT SURVEY CONTROL
 NB1215  ___________________________________________________________________
 NB1215* NAD 83(1986)-  42 11 00.     (N)    077 47 35.     (W)     SCALED    
 NB1215* NAVD 88     -       511.674  (meters)    1678.72   (feet)  ADJUSTED  
 NB1215  ___________________________________________________________________
 NB1215  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 NB1215  DYNAMIC HT  -         511.473 (meters)    1678.06  (feet)  COMP
 NB1215  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 NB1215
 NB1215  VERT ORDER  -  FIRST     CLASS II
 NB1215
 NB1215.The horizontal coordinates were scaled from a topographic map and have
 NB1215.an estimated accuracy of +/- 6 seconds.
 NB1215
 NB1215.The orthometric height was determined by differential leveling
 NB1215.and adjusted by the National Geodetic Survey in June 1991..
 NB1215.WARNING-Repeat measurements at this control monument indicate possible
 NB1215.vertical movement.
 NB1215
 NB1215.The geoid height was determined by GEOID03.
 NB1215
 NB1215.The dynamic height is computed by dividing the NAVD 88
 NB1215.geopotential number by the normal gravity value computed on the
 NB1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1215.degrees latitude (g = 980.6199 gals.).
 NB1215
 NB1215.The modeled gravity was interpolated from observed gravity values.
 NB1215
 NB1215;                    North         East    Units  Estimated Accuracy
 NB1215;SPC NY W     -   242,760.      415,280.      MT  (+/- 180 meters Scaled)
 NB1215
 NB1215                          SUPERSEDED SURVEY CONTROL
 NB1215
 NB1215  NGVD 29 (??/??/92)  511.801  (m)         1679.13   (f) ADJ UNCH    1 2
 NB1215
 NB1215.Superseded values are not recommended for survey control.
 NB1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1215.See file dsdata.txt to determine how the superseded data were derived.
 NB1215
 NB1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM693739(NAD 83)
 NB1215_MARKER: DD = SURVEY DISK
 NB1215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1215_SP_SET: BRIDGE
 NB1215_STAMPING: 1675 D 1898
 NB1215_MARK LOGO: USGS  
 NB1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1215+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 NB1215
 NB1215  HISTORY     - Date     Condition        Report By
 NB1215  HISTORY     - 1898     MONUMENTED       USGS
 NB1215  HISTORY     - 1941     GOOD             NGS
 NB1215  HISTORY     - 1983     GOOD             NGS
 NB1215  HISTORY     - 20041005 GOOD             USPSQD
 NB1215
 NB1215                          STATION DESCRIPTION
 NB1215
 NB1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1215'1.9 MI N FROM ANDOVER.
 NB1215'1.9 MILES NORTH ALONG ERIE RAILROAD FROM THE STATION AT ANDOVER,
 NB1215'SET IN THE SOUTHEAST RETAINING WALL OF BRIDGE NO. 346-90, 61.3
 NB1215'FEET SOUTHEAST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, 24.6 FEET
 NB1215'NORTHEAST OF THE SOUTHWEST END OF THE RETAINING WALL, 9.6 FEET
 NB1215'SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK, 0.8 FOOT NORTHWEST OF THE
 NB1215'SOUTHEAST EDGE OF THE RETAINING WALL. A STANDARD DISK STAMPED
 NB1215'1675 D 1898.
 NB1215
 NB1215                          STATION RECOVERY (1983)
 NB1215
 NB1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1215'RECOVERED IN GOOD CONDITION.
 NB1215
 NB1215                          STATION RECOVERY (2004)
 NB1215
 NB1215'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1221 ***********************************************************************
 NB1221  DESIGNATION -  1676.27 USGS
 NB1221  PID         -  NB1221
 NB1221  STATE/COUNTY-  NY/ALLEGANY
 NB1221  USGS QUAD   -  ANDOVER (1976)
 NB1221
 NB1221                         *CURRENT SURVEY CONTROL
 NB1221  ___________________________________________________________________
 NB1221* NAD 83(1986)-  42 14 58.     (N)    077 46 00.     (W)     SCALED    
 NB1221* NAVD 88     -       510.970  (meters)    1676.41   (feet)  ADJUSTED  
 NB1221  ___________________________________________________________________
 NB1221  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NB1221  DYNAMIC HT  -         510.771 (meters)    1675.75  (feet)  COMP
 NB1221  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 NB1221
 NB1221  VERT ORDER  -  FIRST     CLASS II
 NB1221
 NB1221.The horizontal coordinates were scaled from a topographic map and have
 NB1221.an estimated accuracy of +/- 6 seconds.
 NB1221
 NB1221.The orthometric height was determined by differential leveling
 NB1221.and adjusted by the National Geodetic Survey in June 1991..
 NB1221
 NB1221.The geoid height was determined by GEOID03.
 NB1221
 NB1221.The dynamic height is computed by dividing the NAVD 88
 NB1221.geopotential number by the normal gravity value computed on the
 NB1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1221.degrees latitude (g = 980.6199 gals.).
 NB1221
 NB1221.The modeled gravity was interpolated from observed gravity values.
 NB1221
 NB1221;                    North         East    Units  Estimated Accuracy
 NB1221;SPC NY W     -   250,120.      417,390.      MT  (+/- 180 meters Scaled)
 NB1221
 NB1221                          SUPERSEDED SURVEY CONTROL
 NB1221
 NB1221  NGVD 29 (??/??/92)  511.104  (m)         1676.85   (f) ADJ UNCH    1 2
 NB1221
 NB1221.Superseded values are not recommended for survey control.
 NB1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1221.See file dsdata.txt to determine how the superseded data were derived.
 NB1221
 NB1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM717811(NAD 83)
 NB1221_MARKER: Q = CHISELED SQUARE
 NB1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1221_SP_SET: BRIDGE ABUTMENT
 NB1221_MARK LOGO: USGS  
 NB1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1221+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 NB1221
 NB1221  HISTORY     - Date     Condition        Report By
 NB1221  HISTORY     - UNK      MONUMENTED       USGS
 NB1221  HISTORY     - 1941     GOOD             NGS
 NB1221  HISTORY     - 1983     GOOD             NGS
 NB1221  HISTORY     - 20041005 GOOD             USPSQD
 NB1221
 NB1221                          STATION DESCRIPTION
 NB1221
 NB1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1221'1.4 MI SW FROM ALFRED.
 NB1221'1.4 MILES SOUTHWEST ALONG ERIE RAILROAD FROM THE STATION AT ALFRED,
 NB1221'0.1 MILE NORTH OF MILE POST NO. 342, CUT IN THE WEST END OF THE NORTH
 NB1221'ABUTMENT OF BRIDGE NO. 341-89, 37 FEET NORTH OF THE CENTER LINE OF
 NB1221'A ROAD, 20 FEET WEST OF THE WEST RAIL OF TRACK, 14.1 FEET WEST OF
 NB1221'BM D-133, 0.8 FOOT EAST OF WEST END OF THE ABUTMENT, 0.8 FOOT NORTH
 NB1221'OF SOUTH END OF ABUTMENT. A CHISELED SQUARE, NO. 1676.27.
 NB1221
 NB1221                          STATION RECOVERY (1983)
 NB1221
 NB1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1221'RECOVERED IN GOOD CONDITION.
 NB1221
 NB1221                          STATION RECOVERY (2004)
 NB1221
 NB1221'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0301 ***********************************************************************
 OE0301  DESIGNATION -  168
 OE0301  PID         -  OE0301
 OE0301  STATE/COUNTY-  NY/HERKIMER
 OE0301  USGS QUAD   -  LITTLE FALLS (1943)
 OE0301
 OE0301                         *CURRENT SURVEY CONTROL
 OE0301  ___________________________________________________________________
 OE0301* NAD 83(1986)-  43 01 43.     (N)    074 48 58.     (W)     SCALED    
 OE0301* NAVD 88     -       102.404  (meters)     335.97   (feet)  ADJUSTED  
 OE0301  ___________________________________________________________________
 OE0301  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 OE0301  DYNAMIC HT  -         102.376 (meters)     335.88  (feet)  COMP
 OE0301  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 OE0301
 OE0301  VERT ORDER  -  FIRST     CLASS II
 OE0301
 OE0301.The horizontal coordinates were scaled from a topographic map and have
 OE0301.an estimated accuracy of +/- 6 seconds.
 OE0301
 OE0301.The orthometric height was determined by differential leveling
 OE0301.and adjusted by the National Geodetic Survey in June 1991..
 OE0301
 OE0301.The geoid height was determined by GEOID03.
 OE0301
 OE0301.The dynamic height is computed by dividing the NAVD 88
 OE0301.geopotential number by the normal gravity value computed on the
 OE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0301.degrees latitude (g = 980.6199 gals.).
 OE0301
 OE0301.The modeled gravity was interpolated from observed gravity values.
 OE0301
 OE0301;                    North         East    Units  Estimated Accuracy
 OE0301;SPC NY E     -   465,900.      124,240.      MT  (+/- 180 meters Scaled)
 OE0301
 OE0301                          SUPERSEDED SURVEY CONTROL
 OE0301
 OE0301  NGVD 29 (??/??/92)  102.559  (m)          336.48   (f) ADJ UNCH    1 2
 OE0301
 OE0301.Superseded values are not recommended for survey control.
 OE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0301.See file dsdata.txt to determine how the superseded data were derived.
 OE0301
 OE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN149640(NAD 83)
 OE0301_MARKER: Q = CHISELED SQUARE
 OE0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0301_SP_SET: BRIDGE ABUTMENT
 OE0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0301
 OE0301  HISTORY     - Date     Condition        Report By
 OE0301  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0301  HISTORY     - 1931     GOOD             NGS
 OE0301
 OE0301                          STATION DESCRIPTION
 OE0301
 OE0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0301'3.0 MI E FROM LITTLE FALLS.
 OE0301'AT GENERAL HERKIMER HOMESTEAD. U.S. DEEPER WATERWAYS BENCH MARK ON TOP
 OE0301'OF CAPSTONE EAST WING TOWPATH ABUTMENT OF REMAINS OF OLD FARM BRIDGE
 OE0301'ABOUT 600 FEET NORTH OF HERKIMER MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2080 ***********************************************************************
 PH2080  DESIGNATION -  168
 PH2080  PID         -  PH2080
 PH2080  STATE/COUNTY-  NY/ST LAWRENCE
 PH2080  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2080
 PH2080                         *CURRENT SURVEY CONTROL
 PH2080  ___________________________________________________________________
 PH2080* NAD 83(1996)-  44 28 23.54518(N)    075 48 09.53188(W)     ADJUSTED  
 PH2080* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2080  ___________________________________________________________________
 PH2080  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 PH2080  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 PH2080
 PH2080  HORZ ORDER  -  THIRD
 PH2080
 PH2080.The horizontal coordinates were established by classical geodetic methods
 PH2080.and adjusted by the National Geodetic Survey in January 1999..
 PH2080
 PH2080.The orthometric height was scaled from a topographic map.
 PH2080
 PH2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2080
 PH2080.The geoid height was determined by GEOID03.
 PH2080
 PH2080;                    North         East     Units Scale Factor Converg.
 PH2080;SPC NY E     -   627,164.764    46,363.748   MT  1.00003204   -0 54 45.7
 PH2080;SPC NY E     - 2,057,623.06    152,111.73   sFT  1.00003204   -0 54 45.7
 PH2080;UTM  18      - 4,924,746.356   436,162.053   MT  0.99965012   -0 33 44.4
 PH2080
 PH2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2080!SPC NY E     -   0.99999328  x   1.00003204  =   1.00002532
 PH2080!UTM  18      -   0.99999328  x   0.99965012  =   0.99964340
 PH2080
 PH2080|---------------------------------------------------------------------|
 PH2080| PID    Reference Object                     Distance      Geod. Az  |
 PH2080|                                                           dddmmss.s |
 PH2080| PH2079 168 IWC ECC                           0.768 METERS 12823     |
 PH2080| PH2065 169 SUB IBC                         APPROX. 2.5 KM 2583224.7 |
 PH2080| CZ7367 168 RM 1                              3.545 METERS 34247     |
 PH2080|---------------------------------------------------------------------|
 PH2080
 PH2080                          SUPERSEDED SURVEY CONTROL
 PH2080
 PH2080  NAD 83(1986)-  44 28 23.55192(N)    075 48 09.53412(W) AD(       ) 3
 PH2080  NAD 27      -  44 28 23.36500(N)    075 48 10.69500(W) AD(       ) 3
 PH2080
 PH2080.Superseded values are not recommended for survey control.
 PH2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2080.See file dsdata.txt to determine how the superseded data were derived.
 PH2080
 PH2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3616224746(NAD 83)
 PH2080_MARKER: DD = SURVEY DISK
 PH2080_SETTING: 66 = SET IN ROCK OUTCROP
 PH2080_SP_SET: PARTIALLY EXPOSED BEDROCK
 PH2080
 PH2080  HISTORY     - Date     Condition        Report By
 PH2080  HISTORY     - 1911     MONUMENTED       IBWC
 PH2080  HISTORY     - 1957     GOOD             IBC
 PH2080
 PH2080                          STATION DESCRIPTION
 PH2080
 PH2080'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2080'ON PINE TREE ISLAND IN THE ST LAWRENCE RIVER, ABOUT ONE MILE WEST OF
 PH2080'CHIPPEWA POINT, ABOUT 820 FEET WEST OF MIDDLE ISLAND ON WHICH
 PH2080'REFERENCE MONUMENT 60 IS SITUATED.  THE STATION IS ON THE SOUTH END
 PH2080'OF THE HIGHEST PART OF THE ROCK OUTCROP AND IS ABOUT 6 FEET ABOVE THE
 PH2080'LEVEL OF THE WATER IN THE RIVER.
 PH2080'
 PH2080'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2080'DISK STATION MARK SET FLUSH WITH THE SURFACE IN A DRILL HOLE IN THE
 PH2080'SOLID ROCK.  THE REFERENCE MARK IS A DRILL HOLE IN THE CENTER OF A
 PH2080'CROSS CUT IN THE ROCK.
 PH2080
 PH2080                          STATION RECOVERY (1957)
 PH2080
 PH2080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2080'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0065 ***********************************************************************
 NA0065  DESIGNATION -  168.3
 NA0065  PID         -  NA0065
 NA0065  STATE/COUNTY-  NY/SCHENECTADY
 NA0065  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0065
 NA0065                         *CURRENT SURVEY CONTROL
 NA0065  ___________________________________________________________________
 NA0065* NAD 83(1986)-  42 53 21.     (N)    074 03 49.     (W)     SCALED    
 NA0065* NAVD 88     -        78.912  (meters)     258.90   (feet)  ADJUSTED  
 NA0065  ___________________________________________________________________
 NA0065  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 NA0065  DYNAMIC HT  -          78.891 (meters)     258.83  (feet)  COMP
 NA0065  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 NA0065
 NA0065  VERT ORDER  -  FIRST     CLASS II
 NA0065
 NA0065.The horizontal coordinates were scaled from a topographic map and have
 NA0065.an estimated accuracy of +/- 6 seconds.
 NA0065
 NA0065.The orthometric height was determined by differential leveling
 NA0065.and adjusted by the National Geodetic Survey in June 1991..
 NA0065
 NA0065.The geoid height was determined by GEOID03.
 NA0065
 NA0065.The dynamic height is computed by dividing the NAVD 88
 NA0065.geopotential number by the normal gravity value computed on the
 NA0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0065.degrees latitude (g = 980.6199 gals.).
 NA0065
 NA0065.The modeled gravity was interpolated from observed gravity values.
 NA0065
 NA0065;                    North         East    Units  Estimated Accuracy
 NA0065;SPC NY E     -   450,450.      185,640.      MT  (+/- 180 meters Scaled)
 NA0065
 NA0065                          SUPERSEDED SURVEY CONTROL
 NA0065
 NA0065  NGVD 29 (??/??/92)   79.070  (m)          259.42   (f) ADJ UNCH    1 2
 NA0065
 NA0065.Superseded values are not recommended for survey control.
 NA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0065.See file dsdata.txt to determine how the superseded data were derived.
 NA0065
 NA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN764489(NAD 83)
 NA0065_MARKER: Q = CHISELED SQUARE
 NA0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0065_SP_SET: STONE
 NA0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0065+STABILITY: SURFACE MOTION
 NA0065
 NA0065  HISTORY     - Date     Condition        Report By
 NA0065  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0065  HISTORY     - 1931     GOOD             NGS
 NA0065
 NA0065                          STATION DESCRIPTION
 NA0065
 NA0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0065'0.9 MI E FROM HOFFMANS.
 NA0065'ON RAILROAD BRIDGE 394 1/2, WHERE BRANCH LINE CROSSES OVER MAIN LINE
 NA0065'OF NEW YORK CENTRAL AND MOHAWK RIVER.  ON SOUTHWEST CORNER OF BOTTOM
 NA0065'STONE OF EAST WINGWALL OF SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0551 ***********************************************************************
 OE0551  DESIGNATION -  1683
 OE0551  PID         -  OE0551
 OE0551  STATE/COUNTY-  NY/HERKIMER
 OE0551  USGS QUAD   -  
 OE0551
 OE0551                         *CURRENT SURVEY CONTROL
 OE0551  ___________________________________________________________________
 OE0551* NAD 83(1986)-  43 39 42.     (N)    075 04 08.     (W)     SCALED    
 OE0551* NAVD 88     -       512.909  (meters)    1682.77   (feet)  ADJUSTED  
 OE0551  ___________________________________________________________________
 OE0551  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OE0551  DYNAMIC HT  -         512.782 (meters)    1682.35  (feet)  COMP
 OE0551  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OE0551
 OE0551  VERT ORDER  -  FIRST     CLASS II
 OE0551
 OE0551.The horizontal coordinates were scaled from a topographic map and have
 OE0551.an estimated accuracy of +/- 6 seconds.
 OE0551
 OE0551.The orthometric height was determined by differential leveling
 OE0551.and adjusted by the National Geodetic Survey in June 1991..
 OE0551
 OE0551.The geoid height was determined by GEOID03.
 OE0551
 OE0551.The dynamic height is computed by dividing the NAVD 88
 OE0551.geopotential number by the normal gravity value computed on the
 OE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0551.degrees latitude (g = 980.6199 gals.).
 OE0551
 OE0551.The modeled gravity was interpolated from observed gravity values.
 OE0551
 OE0551;                    North         East    Units  Estimated Accuracy
 OE0551;SPC NY E     -   536,330.      104,120.      MT  (+/- 180 meters Scaled)
 OE0551
 OE0551                          SUPERSEDED SURVEY CONTROL
 OE0551
 OE0551  NGVD 29 (??/??/92)  512.953  (m)         1682.91   (f) ADJ UNCH    1 2
 OE0551
 OE0551.Superseded values are not recommended for survey control.
 OE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0551.See file dsdata.txt to determine how the superseded data were derived.
 OE0551
 OE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP944342(NAD 83)
 OE0551_MARKER: DD = SURVEY DISK
 OE0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0551_SP_SET: BRIDGE
 OE0551_STAMPING: 1683
 OE0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0551
 OE0551  HISTORY     - Date     Condition        Report By
 OE0551  HISTORY     - UNK      MONUMENTED       USGS
 OE0551  HISTORY     - 1931     GOOD             NGS
 OE0551
 OE0551                          STATION DESCRIPTION
 OE0551
 OE0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0551'1.8 MI N FROM NELSON STATION.
 OE0551'TOP OF ON NORTH END OF EAST PARAPET OF RAILROAD BRIDGE NO. M 38 4.6
 OE0551'FEET EAST OF EAST RAIL AND ON LEVEL OF TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0648 ***********************************************************************
 NA0648  DESIGNATION -  1685
 NA0648  PID         -  NA0648
 NA0648  STATE/COUNTY-  NY/DELAWARE
 NA0648  USGS QUAD   -  MARGARETVILLE (1982)
 NA0648
 NA0648                         *CURRENT SURVEY CONTROL
 NA0648  ___________________________________________________________________
 NA0648* NAD 83(1986)-  42 12 49.     (N)    074 40 56.     (W)     SCALED    
 NA0648* NAVD 88     -       514.591  (meters)    1688.29   (feet)  ADJUSTED  
 NA0648  ___________________________________________________________________
 NA0648  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 NA0648  DYNAMIC HT  -         514.404 (meters)    1687.67  (feet)  COMP
 NA0648  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 NA0648
 NA0648  VERT ORDER  -  SECOND    CLASS 0
 NA0648
 NA0648.The horizontal coordinates were scaled from a topographic map and have
 NA0648.an estimated accuracy of +/- 6 seconds.
 NA0648
 NA0648.The orthometric height was determined by differential leveling
 NA0648.and adjusted by the National Geodetic Survey in June 1991..
 NA0648
 NA0648.The geoid height was determined by GEOID03.
 NA0648
 NA0648.The dynamic height is computed by dividing the NAVD 88
 NA0648.geopotential number by the normal gravity value computed on the
 NA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0648.degrees latitude (g = 980.6199 gals.).
 NA0648
 NA0648.The modeled gravity was interpolated from observed gravity values.
 NA0648
 NA0648;                    North         East    Units  Estimated Accuracy
 NA0648;SPC NY E     -   375,340.      134,960.      MT  (+/- 180 meters Scaled)
 NA0648
 NA0648                          SUPERSEDED SURVEY CONTROL
 NA0648
 NA0648  NGVD 29 (??/??/92)  514.759  (m)         1688.84   (f) ADJ UNCH    2 0
 NA0648
 NA0648.Superseded values are not recommended for survey control.
 NA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0648.See file dsdata.txt to determine how the superseded data were derived.
 NA0648
 NA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM262735(NAD 83)
 NA0648_MARKER: DD = SURVEY DISK
 NA0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0648_SP_SET: BUILDING
 NA0648_STAMPING: ALBANY 1985
 NA0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0648
 NA0648  HISTORY     - Date     Condition        Report By
 NA0648  HISTORY     - UNK      MONUMENTED       USGS
 NA0648  HISTORY     - 1942     GOOD             NGS
 NA0648
 NA0648                          STATION DESCRIPTION
 NA0648
 NA0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0648'AT NEW KINGSTON.
 NA0648'AT NEW KINGSTON, 0.2 MILE NORTH ALONG THE COUNTY ROAD FROM THE POST
 NA0648'OFFICE, SET AT THE INTERSECTION OF ROADS AND IN THE NORTH FACE OF THE
 NA0648'CHURCH, 50.5 FEET WEST OF THE CENTER-LINE OF THE NORTH-AND-SOUTH
 NA0648'ROAD, 48 FEET SOUTH OF THE CENTER-LINE OF THE ROAD LEADING NORTHWEST,
 NA0648'46.3 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, 15 FEET WEST
 NA0648'OF THE NORTHEAST CORNER OF BUILDING, 1.2 FEET ABOVE THE GROUND.  A
 NA0648'U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0111 ***********************************************************************
 OE0111  DESIGNATION -  1689
 OE0111  PID         -  OE0111
 OE0111  STATE/COUNTY-  NY/HAMILTON
 OE0111  USGS QUAD   -  
 OE0111
 OE0111                         *CURRENT SURVEY CONTROL
 OE0111  ___________________________________________________________________
 OE0111* NAD 83(1986)-  43 33 44.     (N)    074 25 48.     (W)     SCALED    
 OE0111* NAVD 88     -       513.517  (meters)    1684.76   (feet)  ADJUSTED  
 OE0111  ___________________________________________________________________
 OE0111  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 OE0111  DYNAMIC HT  -         513.384 (meters)    1684.33  (feet)  COMP
 OE0111  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 OE0111
 OE0111  VERT ORDER  -  SECOND    CLASS 0
 OE0111
 OE0111.The horizontal coordinates were scaled from a topographic map and have
 OE0111.an estimated accuracy of +/- 6 seconds.
 OE0111
 OE0111.The orthometric height was determined by differential leveling
 OE0111.and adjusted by the National Geodetic Survey in June 1991..
 OE0111
 OE0111.The geoid height was determined by GEOID03.
 OE0111
 OE0111.The dynamic height is computed by dividing the NAVD 88
 OE0111.geopotential number by the normal gravity value computed on the
 OE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0111.degrees latitude (g = 980.6199 gals.).
 OE0111
 OE0111.The modeled gravity was interpolated from observed gravity values.
 OE0111
 OE0111;                    North         East    Units  Estimated Accuracy
 OE0111;SPC NY E     -   525,130.      155,660.      MT  (+/- 180 meters Scaled)
 OE0111
 OE0111                          SUPERSEDED SURVEY CONTROL
 OE0111
 OE0111  NGVD 29 (??/??/92)  513.600  (m)         1685.04   (f) ADJ UNCH    2 0
 OE0111
 OE0111.Superseded values are not recommended for survey control.
 OE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0111.See file dsdata.txt to determine how the superseded data were derived.
 OE0111
 OE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP460234(NAD 83)
 OE0111_MARKER: B = BOLT
 OE0111_SETTING: 66 = SET IN ROCK OUTCROP
 OE0111_SP_SET: ROCK OUTCROP
 OE0111_STAMPING: U.S.G.S. 1689 FT. N.C.
 OE0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0111+STABILITY: POSITION/ELEVATION WELL
 OE0111
 OE0111  HISTORY     - Date     Condition        Report By
 OE0111  HISTORY     - UNK      MONUMENTED       USGS
 OE0111  HISTORY     - 1935     GOOD             NGS
 OE0111  HISTORY     - 20050714 MARK NOT FOUND   NYDT
 OE0111
 OE0111                          STATION DESCRIPTION
 OE0111
 OE0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0111'6.5 MI N FROM SPECULATOR.
 OE0111'IS LOCATED 6.5 MILES NORTH OF THE JUNCTION OF STATE HYS. NO. 8 AND 10.
 OE0111'0.5 OF MILE EAST OF CAMP PERKINS.  37 FT. NORTH OF JESSUPS RIVER
 OE0111'BRIDGE.  19 FT. WEST OF CENTERLINE OF HY. COPPER BOLT SET IN TOP OF
 OE0111'ROCK OUTCROP ON RIVER BANK.
 OE0111
 OE0111                          STATION RECOVERY (2005)
 OE0111
 OE0111'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE0111'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0961 ***********************************************************************
 KU0961  DESIGNATION -  169
 KU0961  PID         -  KU0961
 KU0961  STATE/COUNTY-  NY/WESTCHESTER
 KU0961  USGS QUAD   -  YONKERS (1979)
 KU0961
 KU0961                         *CURRENT SURVEY CONTROL
 KU0961  ___________________________________________________________________
 KU0961* NAD 83(1986)-  40 57 29.     (N)    073 53 43.     (W)     SCALED    
 KU0961* NAVD 88     -         2.172  (meters)       7.13   (feet)  ADJUSTED  
 KU0961  ___________________________________________________________________
 KU0961  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU0961  DYNAMIC HT  -           2.171 (meters)       7.12  (feet)  COMP
 KU0961  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 KU0961
 KU0961  VERT ORDER  -  FIRST     CLASS II
 KU0961
 KU0961.The horizontal coordinates were scaled from a topographic map and have
 KU0961.an estimated accuracy of +/- 6 seconds.
 KU0961
 KU0961.The orthometric height was determined by differential leveling
 KU0961.and adjusted by the National Geodetic Survey in June 1991..
 KU0961
 KU0961.The geoid height was determined by GEOID03.
 KU0961
 KU0961.The dynamic height is computed by dividing the NAVD 88
 KU0961.geopotential number by the normal gravity value computed on the
 KU0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0961.degrees latitude (g = 980.6199 gals.).
 KU0961
 KU0961.The modeled gravity was interpolated from observed gravity values.
 KU0961
 KU0961;                    North         East    Units  Estimated Accuracy
 KU0961;SPC NY E     -   236,070.      200,910.      MT  (+/- 180 meters Scaled)
 KU0961
 KU0961                          SUPERSEDED SURVEY CONTROL
 KU0961
 KU0961  NGVD 29 (??/??/92)    2.477  (m)            8.13   (f) ADJ UNCH    1 2
 KU0961
 KU0961.Superseded values are not recommended for survey control.
 KU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0961.See file dsdata.txt to determine how the superseded data were derived.
 KU0961
 KU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL929346(NAD 83)
 KU0961_MARKER: B = BOLT
 KU0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0961_SP_SET: RETAINING WALL
 KU0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0961
 KU0961  HISTORY     - Date     Condition        Report By
 KU0961  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0961  HISTORY     - 1955     GOOD             NGS
 KU0961
 KU0961                          STATION DESCRIPTION
 KU0961
 KU0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0961'1.7 MI NE FROM YONKERS.
 KU0961'ABOUT 1.7 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KU0961'FROM THE STATION AT YONKERS, ACROSS TRACKS FROM A POINT ABOUT
 KU0961'12 YARDS NORTHEAST OF POWER TRANSMISSION TOWER NO. 383, THE TOP OF
 KU0961'AN IRON BOLT SET IN THE SLANTING NORTHWEST FACE OF ROCK IN BOTTOM
 KU0961'LAYER OF STONE MASONRY RETAINING WALL, 5.6 FEET EAST OF EAST RAIL
 KU0961'OF EAST TRACK, 5.6 FEET SOUTHWEST OF NORTH CORNER OF RETAINING
 KU0961'WALL AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2065 ***********************************************************************
 PH2065  DESIGNATION -  169 SUB IBC
 PH2065  PID         -  PH2065
 PH2065  STATE/COUNTY-  NY/ST LAWRENCE
 PH2065  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2065
 PH2065                         *CURRENT SURVEY CONTROL
 PH2065  ___________________________________________________________________
 PH2065* NAD 83(1996)-  44 28 07.36797(N)    075 50 00.86774(W)     ADJUSTED  
 PH2065* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2065  ___________________________________________________________________
 PH2065  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 PH2065  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 PH2065
 PH2065  HORZ ORDER  -  THIRD
 PH2065
 PH2065.The horizontal coordinates were established by classical geodetic methods
 PH2065.and adjusted by the National Geodetic Survey in January 1999..
 PH2065
 PH2065.The orthometric height was scaled from a topographic map.
 PH2065
 PH2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2065
 PH2065.The geoid height was determined by GEOID03.
 PH2065
 PH2065;                    North         East     Units Scale Factor Converg.
 PH2065;SPC NY E     -   626,705.131    43,895.131   MT  1.00003841   -0 56 03.4
 PH2065;SPC NY E     - 2,056,115.08    144,012.61   sFT  1.00003841   -0 56 03.4
 PH2065;UTM  18      - 4,924,271.819   433,697.237   MT  0.99965406   -0 35 02.2
 PH2065
 PH2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2065!SPC NY E     -   0.99999329  x   1.00003841  =   1.00003170
 PH2065!UTM  18      -   0.99999329  x   0.99965406  =   0.99964735
 PH2065
 PH2065:                Primary Azimuth Mark                     Grid Az
 PH2065:SPC NY E     -  SIFTON USLS                              040 03 48.2
 PH2065:UTM  18      -  SIFTON USLS                              039 42 47.0
 PH2065
 PH2065|---------------------------------------------------------------------|
 PH2065| PID    Reference Object                     Distance      Geod. Az  |
 PH2065|                                                           dddmmss.s |
 PH2065| PH2056 SIFTON USLS                         APPROX. 3.4 KM 0390744.8 |
 PH2065| PH2064 BRIDGE IS CHANNEL LT IBC            185.335 METERS 15631     |
 PH2065|---------------------------------------------------------------------|
 PH2065
 PH2065                          SUPERSEDED SURVEY CONTROL
 PH2065
 PH2065  NAD 83(1986)-  44 28 07.37469(N)    075 50 00.87039(W) AD(       ) 3
 PH2065  NAD 27      -  44 28 07.19000(N)    075 50 02.02400(W) AD(       ) 3
 PH2065
 PH2065.Superseded values are not recommended for survey control.
 PH2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2065.See file dsdata.txt to determine how the superseded data were derived.
 PH2065
 PH2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3369724272(NAD 83)
 PH2065_MARKER: DD = SURVEY DISK
 PH2065_SETTING: 66 = SET IN ROCK OUTCROP
 PH2065_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2065+STABILITY: POSITION/ELEVATION WELL
 PH2065
 PH2065  HISTORY     - Date     Condition        Report By
 PH2065  HISTORY     - 1940     MONUMENTED       IBC
 PH2065  HISTORY     - 1957     GOOD             IBC
 PH2065  HISTORY     - 19950903 GOOD             USPSQD
 PH2065
 PH2065                          STATION DESCRIPTION
 PH2065
 PH2065'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2065'ABOUT 3/4 MILE SOUTH OF PATTERSON POINT AND ABOUT 1/4 MILE OFF THE
 PH2065'CANADIAN SHORE OF THE ST LAWRENCE RIVER, ON BRIDGE ISLAND LOCALLY
 PH2065'KNOWN AS CHIMNEY ISLAND FROM A CONSPICUOUS NAKED CHIMNEY ON THE
 PH2065'ISLAND.  THE STATION IS ON A LARGE ROUNDED OUTCROP OF ROCK ON THE
 PH2065'SOUTHERN SIDE OF THE ISLAND, ABOUT 20 FEET FROM THE SHORE LINE AND
 PH2065'ABOUT 60 FEET EASTERLY FROM A HIGHER AND GRASSY KNOLL.  IT IS ABOUT 50
 PH2065'FEET EAST OF THE OLD CHIMNEY.  THE HEIGHT ABOVE THE WATER IN THE
 PH2065'RIVER IS ABOUT 15 FEET.
 PH2065'
 PH2065'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD STATION
 PH2065'MARK SET FLUSH WITH THE SURFACE IN SOLID BEDROCK.
 PH2065
 PH2065                          STATION RECOVERY (1957)
 PH2065
 PH2065'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2065'STATION RECOVERED IN GOOD CONDITION.
 PH2065
 PH2065                          STATION RECOVERY (1995)
 PH2065
 PH2065'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0456 ***********************************************************************
 OE0456  DESIGNATION -  1693
 OE0456  PID         -  OE0456
 OE0456  STATE/COUNTY-  NY/HERKIMER
 OE0456  USGS QUAD   -  
 OE0456
 OE0456                         *CURRENT SURVEY CONTROL
 OE0456  ___________________________________________________________________
 OE0456* NAD 83(1986)-  43 54 12.     (N)    074 54 37.     (W)     SCALED    
 OE0456* NAVD 88     -       515.779  (meters)    1692.18   (feet)  ADJUSTED  
 OE0456  ___________________________________________________________________
 OE0456  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OE0456  DYNAMIC HT  -         515.658 (meters)    1691.79  (feet)  COMP
 OE0456  MODELED GRAV-     980,367.1   (mgal)                       NAVD 88
 OE0456
 OE0456  VERT ORDER  -  FIRST     CLASS I
 OE0456
 OE0456.The horizontal coordinates were scaled from a topographic map and have
 OE0456.an estimated accuracy of +/- 6 seconds.
 OE0456
 OE0456.The orthometric height was determined by differential leveling
 OE0456.and adjusted by the National Geodetic Survey in June 1991..
 OE0456
 OE0456.The geoid height was determined by GEOID03.
 OE0456
 OE0456.The dynamic height is computed by dividing the NAVD 88
 OE0456.geopotential number by the normal gravity value computed on the
 OE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0456.degrees latitude (g = 980.6199 gals.).
 OE0456
 OE0456.The modeled gravity was interpolated from observed gravity values.
 OE0456
 OE0456;                    North         East    Units  Estimated Accuracy
 OE0456;SPC NY E     -   563,110.      117,040.      MT  (+/- 180 meters Scaled)
 OE0456
 OE0456                          SUPERSEDED SURVEY CONTROL
 OE0456
 OE0456  NGVD 29 (??/??/92)  515.769  (m)         1692.15   (f) ADJ UNCH    1 1
 OE0456
 OE0456.Superseded values are not recommended for survey control.
 OE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0456.See file dsdata.txt to determine how the superseded data were derived.
 OE0456
 OE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP072611(NAD 83)
 OE0456_MARKER: DD = SURVEY DISK
 OE0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0456_SP_SET: WATER TOWER
 OE0456_STAMPING: 1693 ALBANY
 OE0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0456
 OE0456  HISTORY     - Date     Condition        Report By
 OE0456  HISTORY     - UNK      MONUMENTED       USGS
 OE0456  HISTORY     - 1975     GOOD             NGS
 OE0456
 OE0456                          STATION DESCRIPTION
 OE0456
 OE0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0456'8.7 MI N FROM BIG MOOSE.
 OE0456'ABOUT 8.7 MILES NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE STATION
 OE0456'AT BIG MOOSE, 0.65 MILES NORTH OF MILE POST 77, 68.4 FEET NORTH OF THE
 OE0456'NORTHEAST CORNER OF TWO STORE FRAME HOUSE, 52.0 FEET SOUTH OF THE
 OE0456'CENTERLINE OF A DIRT ROAD, 50.0 FEET SOUTHWEST OF CENTER OF DIRT ROAD
 OE0456'AND TRACK CROSSING, 17.2 FEET WEST OF THE WEST RAIL, 6.5 FEET EAST OF
 OE0456'A POLE BEARING SIGN WHICH READS SECTION HOUSE 31, SET VERTICALLY IN
 OE0456'THE EAST FACE OF THE EAST BASE OF AN ABANDONED WATER TOWER (WATER
 OE0456'TOWER IS TORN DOWN-ONLY BASES LEFT), SET ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5068 ***********************************************************************
 KU5068  DESIGNATION -  16E 03N
 KU5068  PID         -  KU5068
 KU5068  STATE/COUNTY-  NY/NASSAU
 KU5068  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5068
 KU5068                         *CURRENT SURVEY CONTROL
 KU5068  ___________________________________________________________________
 KU5068* NAD 83(1996)-  40 36 02.56002(N)    073 28 32.74899(W)     ADJUSTED  
 KU5068* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 KU5068  ___________________________________________________________________
 KU5068  X           -   1,379,311.623 (meters)                     COMP
 KU5068  Y           -  -4,649,255.220 (meters)                     COMP
 KU5068  Z           -   4,128,839.694 (meters)                     COMP
 KU5068  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 KU5068  ELLIP HEIGHT-         -27.35  (meters)          (12/03/02) GPS OBS
 KU5068  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU5068
 KU5068  HORZ ORDER  -  FIRST
 KU5068  ELLP ORDER  -  FOURTH    CLASS II
 KU5068
 KU5068.The horizontal coordinates were established by GPS observations
 KU5068.and adjusted by the National Geodetic Survey in January 1999..
 KU5068
 KU5068.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5068
 KU5068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5068
 KU5068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5068
 KU5068.The ellipsoidal height was determined by GPS observations
 KU5068.and is referenced to NAD 83.
 KU5068
 KU5068.The geoid height was determined by GEOID03.
 KU5068
 KU5068;                    North         East     Units Scale Factor Converg.
 KU5068;SPC NY L     -    48,331.400   344,371.750   MT  1.00000432   +0 20 34.4
 KU5068;SPC NY L     -   158,567.27  1,129,826.32   sFT  1.00000432   +0 20 34.4
 KU5068;UTM  18      - 4,495,550.247   628,963.446   MT  0.99980472   +0 59 31.5
 KU5068
 KU5068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5068!SPC NY L     -   1.00000429  x   1.00000432  =   1.00000861
 KU5068!UTM  18      -   1.00000429  x   0.99980472  =   0.99980901
 KU5068
 KU5068                          SUPERSEDED SURVEY CONTROL
 KU5068
 KU5068  ELLIP H (01/11/99)  -27.35   (m)                       GP(       ) 4 1
 KU5068  NAD 83(1986)-  40 36 02.56324(N)    073 28 32.74739(W) AD(       ) 1
 KU5068  NGVD 29 (03/24/92)    4.6    (m)           15.     (f) GPS OBS        
 KU5068
 KU5068.Superseded values are not recommended for survey control.
 KU5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5068.See file dsdata.txt to determine how the superseded data were derived.
 KU5068
 KU5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK2896395550(NAD 83)
 KU5068_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5068_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5068_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5068_STAMPING: 16E03N
 KU5068_MARK LOGO: NYDPW 
 KU5068_PROJECTION: RECESSED 8 CENTIMETERS
 KU5068_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5068+STABILITY: POSITION/ELEVATION WELL
 KU5068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5068+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5068_ROD/PIPE-DEPTH: 20.6 meters
 KU5068_SLEEVE-DEPTH  : 1.52 meters
 KU5068
 KU5068  HISTORY     - Date     Condition        Report By
 KU5068  HISTORY     - 1989     MONUMENTED       SBAS
 KU5068
 KU5068                          STATION DESCRIPTION
 KU5068
 KU5068'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5068'THE POINT IS LOCATED IN JONES BEACH, TOWN OF HEMPSTEAD, ON THE MEDIAN
 KU5068'OF OCEAN PARKWAY 1.7 MILES (2.7 KM) EAST OF THE TRAFFIC CIRCLE AT
 KU5068'WANTAGH PARKWAY,IN THE GRASS.
 KU5068'THE LOCATION TIES ARE 46.6 FEET (14.2 M) FROM THE NORTH SIGN POST OF
 KU5068'THE SIGN LOCATED IN THE MEDIAN, 43.8 FEET (13.4 M) FROM THE SOUTH
 KU5068'SIGN POST OF THE SIGN LOCATED IN THE MEDIAN AND 92.1 FEET (28.1 M)
 KU5068'FROM THE LIGHT POLE NUMBER 219M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5069 ***********************************************************************
 KU5069  DESIGNATION -  16E 07N
 KU5069  PID         -  KU5069
 KU5069  STATE/COUNTY-  NY/NASSAU
 KU5069  USGS QUAD   -  AMITYVILLE (1979)
 KU5069
 KU5069                         *CURRENT SURVEY CONTROL
 KU5069  ___________________________________________________________________
 KU5069* NAD 83(1996)-  40 39 19.38670(N)    073 28 38.95331(W)     ADJUSTED  
 KU5069* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU5069  ___________________________________________________________________
 KU5069  X           -   1,378,047.034 (meters)                     COMP
 KU5069  Y           -  -4,645,505.114 (meters)                     COMP
 KU5069  Z           -   4,133,446.220 (meters)                     COMP
 KU5069  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KU5069  ELLIP HEIGHT-         -29.41  (meters)          (12/03/02) GPS OBS
 KU5069  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU5069
 KU5069  HORZ ORDER  -  FIRST
 KU5069  ELLP ORDER  -  FOURTH    CLASS II
 KU5069
 KU5069.The horizontal coordinates were established by GPS observations
 KU5069.and adjusted by the National Geodetic Survey in January 1999..
 KU5069
 KU5069.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5069
 KU5069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5069
 KU5069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5069
 KU5069.The ellipsoidal height was determined by GPS observations
 KU5069.and is referenced to NAD 83.
 KU5069
 KU5069.The geoid height was determined by GEOID03.
 KU5069
 KU5069;                    North         East     Units Scale Factor Converg.
 KU5069;SPC NY L     -    54,401.813   344,189.665   MT  1.00000065   +0 20 30.4
 KU5069;SPC NY L     -   178,483.28  1,129,228.93   sFT  1.00000065   +0 20 30.4
 KU5069;UTM  18      - 4,501,617.002   628,712.584   MT  0.99980392   +0 59 31.4
 KU5069
 KU5069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5069!SPC NY L     -   1.00000461  x   1.00000065  =   1.00000526
 KU5069!UTM  18      -   1.00000461  x   0.99980392  =   0.99980853
 KU5069
 KU5069|---------------------------------------------------------------------|
 KU5069| PID    Reference Object                     Distance      Geod. Az  |
 KU5069|                                                           dddmmss.s |
 KU5069| KU5085 16E 07N AZ                          221.452 METERS 35502     |
 KU5069|---------------------------------------------------------------------|
 KU5069
 KU5069                          SUPERSEDED SURVEY CONTROL
 KU5069
 KU5069  ELLIP H (01/11/99)  -29.41   (m)                       GP(       ) 4 1
 KU5069  NAD 83(1996)-  40 39 19.38988(N)    073 28 38.95201(W) AD(       ) 1
 KU5069  NAD 83(1992)-  40 39 19.38979(N)    073 28 38.95183(W) AD(       ) 1
 KU5069  NAD 83(1986)-  40 39 19.39017(N)    073 28 38.95233(W) AD(       ) 1
 KU5069  NGVD 29 (03/24/92)    2.3    (m)            8.     (f) GPS OBS        
 KU5069
 KU5069.Superseded values are not recommended for survey control.
 KU5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5069.See file dsdata.txt to determine how the superseded data were derived.
 KU5069
 KU5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2871301617(NAD 83)
 KU5069_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5069_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5069_STAMPING: 16E07N
 KU5069_MARK LOGO: NYDPW 
 KU5069_PROJECTION: RECESSED 8 CENTIMETERS
 KU5069_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5069+STABILITY: POSITION/ELEVATION WELL
 KU5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5069+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5069_ROD/PIPE-DEPTH: 20.6 meters
 KU5069_SLEEVE-DEPTH  : 1.52 meters
 KU5069
 KU5069  HISTORY     - Date     Condition        Report By
 KU5069  HISTORY     - 1989     MONUMENTED       SBAS
 KU5069  HISTORY     - 19910506 GOOD
 KU5069
 KU5069                          STATION DESCRIPTION
 KU5069
 KU5069'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5069'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 22 FEET
 KU5069'(6.7 M) EAST OF THE CENTERLINE OF WEST END AVENUE AND 62 FEET
 KU5069'(18.9 M) NORTH OF THE CENTERLINE OF CLINTON PLACE,IN THE CONCRETE
 KU5069'SIDEWALK.
 KU5069'THE LOCATION TIES ARE 59.3 FEET (18.1 M) FROM THE NEW YORK TELEPHONE
 KU5069'UTILITY POLE NUMBER 2, 69.6 FEET (21.2 M) FROM THE NEW YORK TELEPHONE
 KU5069'UTILITY POLE NUMBER 31 AND 52.6 FEET (16.0 M) FROM THE NORTH WEST
 KU5069'CORNER OF HOUSE NUMBER 1 WEST END AVENUE.
 KU5069
 KU5069                          STATION RECOVERY (1991)
 KU5069
 KU5069'RECOVERED 1991
 KU5069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5085 ***********************************************************************
 KU5085  DESIGNATION -  16E 07N AZ
 KU5085  PID         -  KU5085
 KU5085  STATE/COUNTY-  NY/NASSAU
 KU5085  USGS QUAD   -  AMITYVILLE (1979)
 KU5085
 KU5085                         *CURRENT SURVEY CONTROL
 KU5085  ___________________________________________________________________
 KU5085* NAD 83(1996)-  40 39 26.53882(N)    073 28 39.77078(W)     ADJUSTED  
 KU5085* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 KU5085  ___________________________________________________________________
 KU5085  X           -   1,377,987.804 (meters)                     COMP
 KU5085  Y           -  -4,645,372.971 (meters)                     COMP
 KU5085  Z           -   4,133,613.762 (meters)                     COMP
 KU5085  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KU5085  ELLIP HEIGHT-         -29.14  (meters)          (12/03/02) GPS OBS
 KU5085  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU5085
 KU5085  HORZ ORDER  -  FIRST
 KU5085  ELLP ORDER  -  FOURTH    CLASS II
 KU5085
 KU5085.The horizontal coordinates were established by GPS observations
 KU5085.and adjusted by the National Geodetic Survey in January 1999..
 KU5085
 KU5085.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5085
 KU5085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5085
 KU5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5085
 KU5085.The ellipsoidal height was determined by GPS observations
 KU5085.and is referenced to NAD 83.
 KU5085
 KU5085.The geoid height was determined by GEOID03.
 KU5085
 KU5085;                    North         East     Units Scale Factor Converg.
 KU5085;SPC NY L     -    54,622.312   344,169.146   MT  1.00000053   +0 20 29.8
 KU5085;SPC NY L     -   179,206.70  1,129,161.61   sFT  1.00000053   +0 20 29.8
 KU5085;UTM  18      - 4,501,837.211   628,689.568   MT  0.99980385   +0 59 31.0
 KU5085
 KU5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5085!SPC NY L     -   1.00000457  x   1.00000053  =   1.00000510
 KU5085!UTM  18      -   1.00000457  x   0.99980385  =   0.99980842
 KU5085
 KU5085|---------------------------------------------------------------------|
 KU5085| PID    Reference Object                     Distance      Geod. Az  |
 KU5085|                                                           dddmmss.s |
 KU5085| KU5069 16E 07N                             221.452 METERS 17502     |
 KU5085|---------------------------------------------------------------------|
 KU5085
 KU5085                          SUPERSEDED SURVEY CONTROL
 KU5085
 KU5085  ELLIP H (01/11/99)  -29.14   (m)                       GP(       ) 4 1
 KU5085  NAD 83(1996)-  40 39 26.54201(N)    073 28 39.76947(W) AD(       ) 1
 KU5085  NAD 83(1992)-  40 39 26.54192(N)    073 28 39.76930(W) AD(       ) 1
 KU5085  NAD 83(1986)-  40 39 26.54228(N)    073 28 39.76980(W) AD(       ) 1
 KU5085  NGVD 29 (03/24/92)    2.6    (m)            9.     (f) GPS OBS        
 KU5085
 KU5085.Superseded values are not recommended for survey control.
 KU5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5085.See file dsdata.txt to determine how the superseded data were derived.
 KU5085
 KU5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2869001837(NAD 83)
 KU5085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5085_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5085_STAMPING: 16E07NAZ
 KU5085_MARK LOGO: NYDPW 
 KU5085_PROJECTION: RECESSED 8 CENTIMETERS
 KU5085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5085+STABILITY: POSITION/ELEVATION WELL
 KU5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5085+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5085_ROD/PIPE-DEPTH: 20.6 meters
 KU5085_SLEEVE-DEPTH  : 1.52 meters
 KU5085
 KU5085  HISTORY     - Date     Condition        Report By
 KU5085  HISTORY     - 1989     MONUMENTED       SBAS
 KU5085  HISTORY     - 19910506 GOOD
 KU5085
 KU5085                          STATION DESCRIPTION
 KU5085
 KU5085'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5085'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 21 FEET
 KU5085'(6.4 M) EAST OF THE CENTERLINE OF WEST END AVENUE AND 357 FEET
 KU5085'(108.8 M) SOUTH OF THE CENTERLINE OF LAFAYETTE AVENUE,IN THE CONCRETE
 KU5085'SIDEWALK.
 KU5085'THE LOCATION TIES ARE 49.8 FEET (15.2 M) FROM THE NEW YORK TELEPHONE
 KU5085'UTILITY POLE NUMBER 26, 5.8 FEET (1.8 M) FROM THE FACE OF THE CURB
 KU5085'AND 46.3 FEET (14.1 M) FROM THE SOUTH WEST CORNER OF HOUSE NUMBER 45
 KU5085'WEST END AVENUE.
 KU5085
 KU5085                          STATION RECOVERY (1991)
 KU5085
 KU5085'RECOVERED 1991
 KU5085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5070 ***********************************************************************
 KU5070  DESIGNATION -  16E 08N
 KU5070  PID         -  KU5070
 KU5070  STATE/COUNTY-  NY/NASSAU
 KU5070  USGS QUAD   -  AMITYVILLE (1979)
 KU5070
 KU5070                         *CURRENT SURVEY CONTROL
 KU5070  ___________________________________________________________________
 KU5070* NAD 83(1996)-  40 40 10.61156(N)    073 28 36.27087(W)     ADJUSTED  
 KU5070* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KU5070  ___________________________________________________________________
 KU5070  X           -   1,377,814.729 (meters)                     COMP
 KU5070  Y           -  -4,644,500.463 (meters)                     COMP
 KU5070  Z           -   4,134,645.135 (meters)                     COMP
 KU5070  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KU5070  ELLIP HEIGHT-         -28.93  (meters)          (12/03/02) GPS OBS
 KU5070  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU5070
 KU5070  HORZ ORDER  -  FIRST
 KU5070  ELLP ORDER  -  FOURTH    CLASS II
 KU5070
 KU5070.The horizontal coordinates were established by GPS observations
 KU5070.and adjusted by the National Geodetic Survey in January 1999..
 KU5070
 KU5070.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5070
 KU5070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5070
 KU5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5070
 KU5070.The ellipsoidal height was determined by GPS observations
 KU5070.and is referenced to NAD 83.
 KU5070
 KU5070.The geoid height was determined by GEOID03.
 KU5070
 KU5070;                    North         East     Units Scale Factor Converg.
 KU5070;SPC NY L     -    55,982.269   344,243.242   MT  0.99999984   +0 20 32.1
 KU5070;SPC NY L     -   183,668.49  1,129,404.70   sFT  0.99999984   +0 20 32.1
 KU5070;UTM  18      - 4,503,197.654   628,748.209   MT  0.99980403   +0 59 34.2
 KU5070
 KU5070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5070!SPC NY L     -   1.00000454  x   0.99999984  =   1.00000438
 KU5070!UTM  18      -   1.00000454  x   0.99980403  =   0.99980857
 KU5070
 KU5070|---------------------------------------------------------------------|
 KU5070| PID    Reference Object                     Distance      Geod. Az  |
 KU5070|                                                           dddmmss.s |
 KU5070| KU5086 16E 08N AZ                          258.258 METERS 27111     |
 KU5070|---------------------------------------------------------------------|
 KU5070
 KU5070                          SUPERSEDED SURVEY CONTROL
 KU5070
 KU5070  ELLIP H (01/11/99)  -28.93   (m)                       GP(       ) 4 1
 KU5070  NAD 83(1996)-  40 40 10.61472(N)    073 28 36.26957(W) AD(       ) 1
 KU5070  NAD 83(1992)-  40 40 10.61460(N)    073 28 36.26938(W) AD(       ) 1
 KU5070  NAD 83(1986)-  40 40 10.61509(N)    073 28 36.26992(W) AD(       ) 1
 KU5070  NGVD 29 (03/24/92)    2.8    (m)            9.     (f) GPS OBS        
 KU5070
 KU5070.Superseded values are not recommended for survey control.
 KU5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5070.See file dsdata.txt to determine how the superseded data were derived.
 KU5070
 KU5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2874803198(NAD 83)
 KU5070_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5070_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5070_STAMPING: 16E08N
 KU5070_MARK LOGO: NYDPW 
 KU5070_PROJECTION: RECESSED 8 CENTIMETERS
 KU5070_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5070+STABILITY: POSITION/ELEVATION WELL
 KU5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5070+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5070_ROD/PIPE-DEPTH: 20.6 meters
 KU5070_SLEEVE-DEPTH  : 1.52 meters
 KU5070
 KU5070  HISTORY     - Date     Condition        Report By
 KU5070  HISTORY     - 1989     MONUMENTED       SBAS
 KU5070
 KU5070                          STATION DESCRIPTION
 KU5070
 KU5070'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5070'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 22 FEET
 KU5070'(6.7 M) SOUTH OF THE CENTERLINE OF MAPLE STREET AND 358 FEET
 KU5070'(109.1 M) EAST OF THE CENTERLINE OF FOREST AVENUE,IN THE CONCRETE
 KU5070'SIDEWALK.
 KU5070'THE LOCATION TIES ARE 24.1 FEET (7.3 M) FROM THE NORTH WEST CORNER OF
 KU5070'HOUSE NUMBER 52, 43.5 FEET (13.3 M) FROM THE NORTH WEST CORNER OF
 KU5070'HOUSE NUMBER 54 AND 40.3 FEET (12.3 M) FROM THE HYDRANT ON THE NORTH
 KU5070'SIDE OF MAPLE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5086 ***********************************************************************
 KU5086  DESIGNATION -  16E 08N AZ
 KU5086  PID         -  KU5086
 KU5086  STATE/COUNTY-  NY/NASSAU
 KU5086  USGS QUAD   -  AMITYVILLE (1979)
 KU5086
 KU5086                         *CURRENT SURVEY CONTROL
 KU5086  ___________________________________________________________________
 KU5086* NAD 83(1996)-  40 40 10.78406(N)    073 28 47.26422(W)     ADJUSTED  
 KU5086* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KU5086  ___________________________________________________________________
 KU5086  X           -   1,377,566.118 (meters)                     COMP
 KU5086  Y           -  -4,644,570.282 (meters)                     COMP
 KU5086  Z           -   4,134,648.917 (meters)                     COMP
 KU5086  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 KU5086  ELLIP HEIGHT-         -29.32  (meters)          (12/03/02) GPS OBS
 KU5086  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU5086
 KU5086  HORZ ORDER  -  FIRST
 KU5086  ELLP ORDER  -  FOURTH    CLASS II
 KU5086
 KU5086.The horizontal coordinates were established by GPS observations
 KU5086.and adjusted by the National Geodetic Survey in January 1999..
 KU5086
 KU5086.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5086
 KU5086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5086
 KU5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5086
 KU5086.The ellipsoidal height was determined by GPS observations
 KU5086.and is referenced to NAD 83.
 KU5086
 KU5086.The geoid height was determined by GEOID03.
 KU5086
 KU5086;                    North         East     Units Scale Factor Converg.
 KU5086;SPC NY L     -    55,986.052   343,985.012   MT  0.99999983   +0 20 24.9
 KU5086;SPC NY L     -   183,680.91  1,128,557.49   sFT  0.99999983   +0 20 24.9
 KU5086;UTM  18      - 4,503,198.504   628,490.003   MT  0.99980321   +0 59 27.1
 KU5086
 KU5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5086!SPC NY L     -   1.00000460  x   0.99999983  =   1.00000443
 KU5086!UTM  18      -   1.00000460  x   0.99980321  =   0.99980781
 KU5086
 KU5086|---------------------------------------------------------------------|
 KU5086| PID    Reference Object                     Distance      Geod. Az  |
 KU5086|                                                           dddmmss.s |
 KU5086| KU5070 16E 08N                             258.258 METERS 09111     |
 KU5086|---------------------------------------------------------------------|
 KU5086
 KU5086                          SUPERSEDED SURVEY CONTROL
 KU5086
 KU5086  ELLIP H (01/11/99)  -29.32   (m)                       GP(       ) 4 1
 KU5086  NAD 83(1996)-  40 40 10.78720(N)    073 28 47.26292(W) AD(       ) 1
 KU5086  NAD 83(1992)-  40 40 10.78709(N)    073 28 47.26274(W) AD(       ) 1
 KU5086  NAD 83(1986)-  40 40 10.78759(N)    073 28 47.26315(W) AD(       ) 1
 KU5086  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5086
 KU5086.Superseded values are not recommended for survey control.
 KU5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5086.See file dsdata.txt to determine how the superseded data were derived.
 KU5086
 KU5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2849003199(NAD 83)
 KU5086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5086_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5086_STAMPING: 16E08NAZ
 KU5086_MARK LOGO: NYDPW 
 KU5086_PROJECTION: RECESSED 8 CENTIMETERS
 KU5086_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5086+STABILITY: POSITION/ELEVATION WELL
 KU5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5086+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5086_ROD/PIPE-DEPTH: 20.6 meters
 KU5086_SLEEVE-DEPTH  : 1.52 meters
 KU5086
 KU5086  HISTORY     - Date     Condition        Report By
 KU5086  HISTORY     - 1989     MONUMENTED       SBAS
 KU5086
 KU5086                          STATION DESCRIPTION
 KU5086
 KU5086'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5086'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 21 FEET
 KU5086'(6.4 M) SOUTH OF THE CENTERLINE OF MAPLE STREET AND 271 FEET
 KU5086'(82.6 M) EAST OF THE CENTERLINE OF SEAFORD AVENUE,IN THE CONCRETE
 KU5086'SIDEWALK.
 KU5086'THE LOCATION TIES ARE 37.0 FEET (11.3 M) FROM THE CENTER OF THE SEWER
 KU5086'MANHOLE, 30.8 FEET (9.4 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER
 KU5086'12 AND 31.4 FEET (9.6 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER
 KU5086'14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5071 ***********************************************************************
 KU5071  DESIGNATION -  16E 09N
 KU5071  PID         -  KU5071
 KU5071  STATE/COUNTY-  NY/NASSAU
 KU5071  USGS QUAD   -  AMITYVILLE (1979)
 KU5071
 KU5071                         *CURRENT SURVEY CONTROL
 KU5071  ___________________________________________________________________
 KU5071* NAD 83(1996)-  40 41 04.10376(N)    073 28 39.83430(W)     ADJUSTED  
 KU5071* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 KU5071  ___________________________________________________________________
 KU5071  X           -   1,377,430.097 (meters)                     COMP
 KU5071  Y           -  -4,643,498.113 (meters)                     COMP
 KU5071  Z           -   4,135,900.941 (meters)                     COMP
 KU5071  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU5071  ELLIP HEIGHT-         -22.15  (meters)          (12/03/02) GPS OBS
 KU5071  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU5071
 KU5071  HORZ ORDER  -  FIRST
 KU5071  ELLP ORDER  -  FOURTH    CLASS II
 KU5071
 KU5071.The horizontal coordinates were established by GPS observations
 KU5071.and adjusted by the National Geodetic Survey in January 1999..
 KU5071
 KU5071.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5071
 KU5071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5071
 KU5071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5071
 KU5071.The ellipsoidal height was determined by GPS observations
 KU5071.and is referenced to NAD 83.
 KU5071
 KU5071.The geoid height was determined by GEOID03.
 KU5071
 KU5071;                    North         East     Units Scale Factor Converg.
 KU5071;SPC NY L     -    57,631.790   344,149.710   MT  0.99999906   +0 20 29.8
 KU5071;SPC NY L     -   189,080.30  1,129,097.84   sFT  0.99999906   +0 20 29.8
 KU5071;UTM  18      - 4,504,845.684   628,635.971   MT  0.99980367   +0 59 33.0
 KU5071
 KU5071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5071!SPC NY L     -   1.00000347  x   0.99999906  =   1.00000253
 KU5071!UTM  18      -   1.00000347  x   0.99980367  =   0.99980714
 KU5071
 KU5071:                Primary Azimuth Mark                     Grid Az
 KU5071:SPC NY L     -  16E 08N                                  176 45 16.9
 KU5071:UTM  18      -  16E 08N                                  176 06 13.7
 KU5071
 KU5071|---------------------------------------------------------------------|
 KU5071| PID    Reference Object                     Distance      Geod. Az  |
 KU5071|                                                           dddmmss.s |
 KU5071| KU5070 16E 08N                             APPROX. 1.7 KM 1770546.7 |
 KU5071| KU5087 16E 09N AZ                          272.966 METERS 18106     |
 KU5071|---------------------------------------------------------------------|
 KU5071
 KU5071                          SUPERSEDED SURVEY CONTROL
 KU5071
 KU5071  ELLIP H (01/11/99)  -22.15   (m)                       GP(       ) 4 1
 KU5071  NAD 83(1996)-  40 41 04.10691(N)    073 28 39.83302(W) AD(       ) 1
 KU5071  NAD 83(1992)-  40 41 04.10680(N)    073 28 39.83281(W) AD(       ) 1
 KU5071  NAD 83(1986)-  40 41 04.10731(N)    073 28 39.83346(W) AD(       ) 1
 KU5071  NGVD 29 (03/24/92)    9.5    (m)           31.     (f) GPS OBS        
 KU5071
 KU5071.Superseded values are not recommended for survey control.
 KU5071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5071.See file dsdata.txt to determine how the superseded data were derived.
 KU5071
 KU5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2863604846(NAD 83)
 KU5071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5071_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5071_STAMPING: 16E09N
 KU5071_MARK LOGO: NYDPW 
 KU5071_PROJECTION: RECESSED 8 CENTIMETERS
 KU5071_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5071+STABILITY: POSITION/ELEVATION WELL
 KU5071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5071+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1991
 KU5071_ROD/PIPE-DEPTH: 20.6 meters
 KU5071_SLEEVE-DEPTH  : 1.52 meters
 KU5071
 KU5071  HISTORY     - Date     Condition        Report By
 KU5071  HISTORY     - 1990     MONUMENTED       SBAS
 KU5071  HISTORY     - 19910426 GOOD
 KU5071
 KU5071                          STATION DESCRIPTION
 KU5071
 KU5071'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5071'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 25 FEET
 KU5071'(7.6 M) WEST OF THE CENTERLINE OF FOREST AVENUE AND 66 FEET (20.1 M)
 KU5071'SOUTH OF THE CENTERLINE OF CLEVELAND AVENUE,IN THE CONCRETE SIDEWALK.
 KU5071'THE LOCATION TIES ARE 12.2 FEET (3.7 M) FROM THE WATER METER OF HOUSE
 KU5071'NUMBER 20, 34.9 FEET (10.6 M) FROM THE SOUTH WEST CORNER OF THE CATCH
 KU5071'BASIN AND 36.7 FEET (11.2 M) FROM THE SEWER MANHOLE.
 KU5071
 KU5071                          STATION RECOVERY (1991)
 KU5071
 KU5071'RECOVERED 1991
 KU5071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5087 ***********************************************************************
 KU5087  DESIGNATION -  16E 09N AZ
 KU5087  PID         -  KU5087
 KU5087  STATE/COUNTY-  NY/NASSAU
 KU5087  USGS QUAD   -  AMITYVILLE (1979)
 KU5087
 KU5087                         *CURRENT SURVEY CONTROL
 KU5087  ___________________________________________________________________
 KU5087* NAD 83(1996)-  40 40 55.25623(N)    073 28 40.05668(W)     ADJUSTED  
 KU5087* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 KU5087  ___________________________________________________________________
 KU5087  X           -   1,377,475.588 (meters)                     COMP
 KU5087  Y           -  -4,643,669.832 (meters)                     COMP
 KU5087  Z           -   4,135,693.689 (meters)                     COMP
 KU5087  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KU5087  ELLIP HEIGHT-         -22.60  (meters)          (12/03/02) GPS OBS
 KU5087  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU5087
 KU5087  HORZ ORDER  -  FIRST
 KU5087  ELLP ORDER  -  FOURTH    CLASS II
 KU5087
 KU5087.The horizontal coordinates were established by GPS observations
 KU5087.and adjusted by the National Geodetic Survey in January 1999..
 KU5087
 KU5087.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5087
 KU5087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5087
 KU5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5087
 KU5087.The ellipsoidal height was determined by GPS observations
 KU5087.and is referenced to NAD 83.
 KU5087
 KU5087.The geoid height was determined by GEOID03.
 KU5087
 KU5087;                    North         East     Units Scale Factor Converg.
 KU5087;SPC NY L     -    57,358.848   344,146.116   MT  0.99999918   +0 20 29.6
 KU5087;SPC NY L     -   188,184.82  1,129,086.05   sFT  0.99999918   +0 20 29.6
 KU5087;UTM  18      - 4,504,572.772   628,635.477   MT  0.99980367   +0 59 32.6
 KU5087
 KU5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5087!SPC NY L     -   1.00000355  x   0.99999918  =   1.00000273
 KU5087!UTM  18      -   1.00000355  x   0.99980367  =   0.99980721
 KU5087
 KU5087|---------------------------------------------------------------------|
 KU5087| PID    Reference Object                     Distance      Geod. Az  |
 KU5087|                                                           dddmmss.s |
 KU5087| KU5071 16E 09N                             272.966 METERS 00106     |
 KU5087|---------------------------------------------------------------------|
 KU5087
 KU5087                          SUPERSEDED SURVEY CONTROL
 KU5087
 KU5087  ELLIP H (01/11/99)  -22.60   (m)                       GP(       ) 4 1
 KU5087  NAD 83(1996)-  40 40 55.25937(N)    073 28 40.05542(W) AD(       ) 1
 KU5087  NAD 83(1992)-  40 40 55.25925(N)    073 28 40.05521(W) AD(       ) 1
 KU5087  NAD 83(1986)-  40 40 55.25972(N)    073 28 40.05597(W) AD(       ) 1
 KU5087  NGVD 29 (03/24/92)    9.0    (m)           30.     (f) GPS OBS        
 KU5087
 KU5087.Superseded values are not recommended for survey control.
 KU5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5087.See file dsdata.txt to determine how the superseded data were derived.
 KU5087
 KU5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2863504573(NAD 83)
 KU5087_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5087_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5087_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5087_STAMPING: 16E09NAZ
 KU5087_MARK LOGO: NYDPW 
 KU5087_PROJECTION: RECESSED 8 CENTIMETERS
 KU5087_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5087+STABILITY: POSITION/ELEVATION WELL
 KU5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5087+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 KU5087_ROD/PIPE-DEPTH: 20.6 meters
 KU5087_SLEEVE-DEPTH  : 1.52 meters
 KU5087
 KU5087  HISTORY     - Date     Condition        Report By
 KU5087  HISTORY     - 1990     MONUMENTED       SBAS
 KU5087  HISTORY     - 19910114 GOOD
 KU5087
 KU5087                          STATION DESCRIPTION
 KU5087
 KU5087'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5087'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 24 FEET
 KU5087'(7.3 M) WEST OF THE CENTERLINE OF FOREST AVENUE AND 45 FEET (13.7 M)
 KU5087'NORTH OF THE CENTERLINE OF CHICAGO AVENUE,IN THE CONCRETE SIDEWALK.
 KU5087'THE LOCATION TIES ARE 25.7 FEET (7.8 M) FROM THE NORTHERLY SEWER
 KU5087'MANHOLE LOCATED ON FOREST AVENUE, 17.3 FEET (5.3 M) FROM THE CATCH
 KU5087'BASIN AND 41.9 FEET (12.8 M) FROM THE SEWER MANHOLE LOCATED ON THE
 KU5087'NORTH SIDE OF CHICAGO AVENUE.
 KU5087
 KU5087                          STATION RECOVERY (1991)
 KU5087
 KU5087'RECOVERED 1991
 KU5087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5072 ***********************************************************************
 KU5072  DESIGNATION -  16E 10N
 KU5072  PID         -  KU5072
 KU5072  STATE/COUNTY-  NY/NASSAU
 KU5072  USGS QUAD   -  AMITYVILLE (1979)
 KU5072
 KU5072                         *CURRENT SURVEY CONTROL
 KU5072  ___________________________________________________________________
 KU5072* NAD 83(1996)-  40 41 53.66697(N)    073 28 41.74555(W)     ADJUSTED  
 KU5072* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 KU5072  ___________________________________________________________________
 KU5072  X           -   1,377,104.745 (meters)                     COMP
 KU5072  Y           -  -4,642,559.088 (meters)                     COMP
 KU5072  Z           -   4,137,063.617 (meters)                     COMP
 KU5072  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 KU5072  ELLIP HEIGHT-         -16.86  (meters)          (12/03/02) GPS OBS
 KU5072  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU5072
 KU5072  HORZ ORDER  -  FIRST
 KU5072  ELLP ORDER  -  FOURTH    CLASS II
 KU5072
 KU5072.The horizontal coordinates were established by GPS observations
 KU5072.and adjusted by the National Geodetic Survey in January 1999..
 KU5072
 KU5072.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5072
 KU5072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5072
 KU5072.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5072
 KU5072.The ellipsoidal height was determined by GPS observations
 KU5072.and is referenced to NAD 83.
 KU5072
 KU5072.The geoid height was determined by GEOID03.
 KU5072
 KU5072;                    North         East     Units Scale Factor Converg.
 KU5072;SPC NY L     -    59,160.353   344,095.725   MT  0.99999840   +0 20 28.5
 KU5072;SPC NY L     -   194,095.26  1,128,920.72   sFT  0.99999840   +0 20 28.5
 KU5072;UTM  18      - 4,506,373.236   628,564.636   MT  0.99980345   +0 59 32.7
 KU5072
 KU5072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5072!SPC NY L     -   1.00000264  x   0.99999840  =   1.00000104
 KU5072!UTM  18      -   1.00000264  x   0.99980345  =   0.99980609
 KU5072
 KU5072:                Primary Azimuth Mark                     Grid Az
 KU5072:SPC NY L     -  16E 11N                                  007 10 06.0
 KU5072:UTM  18      -  16E 11N                                  006 31 01.8
 KU5072
 KU5072|---------------------------------------------------------------------|
 KU5072| PID    Reference Object                     Distance      Geod. Az  |
 KU5072|                                                           dddmmss.s |
 KU5072| KU5073 16E 11N                             APPROX. 1.7 KM 0073034.5 |
 KU5072| KU5088 16E 10N AZ                          356.771 METERS 08414     |
 KU5072|---------------------------------------------------------------------|
 KU5072
 KU5072                          SUPERSEDED SURVEY CONTROL
 KU5072
 KU5072  ELLIP H (01/11/99)  -16.86   (m)                       GP(       ) 4 1
 KU5072  NAD 83(1996)-  40 41 53.67009(N)    073 28 41.74430(W) AD(       ) 1
 KU5072  NAD 83(1992)-  40 41 53.66997(N)    073 28 41.74407(W) AD(       ) 1
 KU5072  NAD 83(1986)-  40 41 53.67062(N)    073 28 41.74486(W) AD(       ) 1
 KU5072  NGVD 29 (03/24/92)   14.7    (m)           48.     (f) GPS OBS        
 KU5072
 KU5072.Superseded values are not recommended for survey control.
 KU5072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5072.See file dsdata.txt to determine how the superseded data were derived.
 KU5072
 KU5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2856506373(NAD 83)
 KU5072_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5072_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5072_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5072_STAMPING: 16E10N
 KU5072_MARK LOGO: NYDPW 
 KU5072_PROJECTION: RECESSED 8 CENTIMETERS
 KU5072_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5072+STABILITY: POSITION/ELEVATION WELL
 KU5072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5072+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5072_ROD/PIPE-DEPTH: 20.6 meters
 KU5072_SLEEVE-DEPTH  : 1.52 meters
 KU5072
 KU5072  HISTORY     - Date     Condition        Report By
 KU5072  HISTORY     - 1989     MONUMENTED       SBAS
 KU5072
 KU5072                          STATION DESCRIPTION
 KU5072
 KU5072'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5072'THE POINT IS LOCATED IN NORTH MASSEPEQUA, TOWN OF OYSTER BAY, 22 FEET
 KU5072'(6.7 M) SOUTH OF THE CENTERLINE OF NORTH HICKORY STREET AND 95 FEET
 KU5072'(29.0 M) WEST OF THE CENTERLINE OF CROCUS DRIVE,IN THE CONCRETE
 KU5072'SIDEWALK.
 KU5072'THE LOCATION TIES ARE 68.2 FEET (20.8 M) FROM THE CENTER OF THE
 KU5072'WESTERLY SEWER MANHOLE, 92.3 FEET (28.1 M) FROM THE CENTER OF THE
 KU5072'EASTERLY SEWER MANHOLE AND 35.6 FEET (10.9 M) FROM THE NORTH EAST
 KU5072'CORNER OF HOUSE NUMBER 354 NORTH HICKORY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5088 ***********************************************************************
 KU5088  DESIGNATION -  16E 10N AZ
 KU5088  PID         -  KU5088
 KU5088  STATE/COUNTY-  NY/NASSAU
 KU5088  USGS QUAD   -  AMITYVILLE (1979)
 KU5088
 KU5088                         *CURRENT SURVEY CONTROL
 KU5088  ___________________________________________________________________
 KU5088* NAD 83(1996)-  40 41 54.82777(N)    073 28 26.62572(W)     ADJUSTED  
 KU5088* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 KU5088  ___________________________________________________________________
 KU5088  X           -   1,377,438.359 (meters)                     COMP
 KU5088  Y           -  -4,642,435.564 (meters)                     COMP
 KU5088  Z           -   4,137,090.601 (meters)                     COMP
 KU5088  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KU5088  ELLIP HEIGHT-         -17.11  (meters)          (12/03/02) GPS OBS
 KU5088  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5088
 KU5088  HORZ ORDER  -  FIRST
 KU5088  ELLP ORDER  -  FOURTH    CLASS II
 KU5088
 KU5088.The horizontal coordinates were established by GPS observations
 KU5088.and adjusted by the National Geodetic Survey in January 1999..
 KU5088
 KU5088.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5088
 KU5088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5088
 KU5088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5088
 KU5088.The ellipsoidal height was determined by GPS observations
 KU5088.and is referenced to NAD 83.
 KU5088
 KU5088.The geoid height was determined by GEOID03.
 KU5088
 KU5088;                    North         East     Units Scale Factor Converg.
 KU5088;SPC NY L     -    59,198.281   344,450.474   MT  0.99999838   +0 20 38.4
 KU5088;SPC NY L     -   194,219.69  1,130,084.60   sFT  0.99999838   +0 20 38.4
 KU5088;UTM  18      - 4,506,415.186   628,918.861   MT  0.99980457   +0 59 42.6
 KU5088
 KU5088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5088!SPC NY L     -   1.00000268  x   0.99999838  =   1.00000106
 KU5088!UTM  18      -   1.00000268  x   0.99980457  =   0.99980725
 KU5088
 KU5088|---------------------------------------------------------------------|
 KU5088| PID    Reference Object                     Distance      Geod. Az  |
 KU5088|                                                           dddmmss.s |
 KU5088| KU5072 16E 10N                             356.771 METERS 26414     |
 KU5088|---------------------------------------------------------------------|
 KU5088
 KU5088                          SUPERSEDED SURVEY CONTROL
 KU5088
 KU5088  ELLIP H (01/11/99)  -17.11   (m)                       GP(       ) 4 1
 KU5088  NAD 83(1996)-  40 41 54.83086(N)    073 28 26.62457(W) AD(       ) 1
 KU5088  NAD 83(1992)-  40 41 54.83072(N)    073 28 26.62429(W) AD(       ) 1
 KU5088  NAD 83(1986)-  40 41 54.83139(N)    073 28 26.62521(W) AD(       ) 1
 KU5088  NGVD 29 (03/24/92)   14.5    (m)           48.     (f) GPS OBS        
 KU5088
 KU5088.Superseded values are not recommended for survey control.
 KU5088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5088.See file dsdata.txt to determine how the superseded data were derived.
 KU5088
 KU5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2891906415(NAD 83)
 KU5088_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5088_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5088_STAMPING: 16E10NAZ
 KU5088_MARK LOGO: NYDPW 
 KU5088_PROJECTION: RECESSED 8 CENTIMETERS
 KU5088_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5088+STABILITY: POSITION/ELEVATION WELL
 KU5088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5088+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5088_ROD/PIPE-DEPTH: 20.6 meters
 KU5088_SLEEVE-DEPTH  : 1.52 meters
 KU5088
 KU5088  HISTORY     - Date     Condition        Report By
 KU5088  HISTORY     - 1989     MONUMENTED       SBAS
 KU5088
 KU5088                          STATION DESCRIPTION
 KU5088
 KU5088'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5088'THE POINT IS LOCATED IN NORTH MASSEPEQUA, TOWN OF OYSTER BAY, 21 FEET
 KU5088'(6.4 M) SOUTH OF THE CENTERLINE OF NORTH HICKORY STREET AND 46 FEET
 KU5088'(14.0 M) WEST OF THE CENTERLINE OF MAGNOLIA DRIVE,IN THE CONCRETE
 KU5088'SIDEWALK.
 KU5088'THE LOCATION TIES ARE 38.8 FEET (11.8 M) FROM THE NORTH EAST CORNER OF
 KU5088'HOUSE NUMBER 320 NORTH HICKORY STREET, 47.9 FEET (14.6 M) FROM THE
 KU5088'CENTER OF THE SEWER MANHOLE AND 40.1 FEET (12.2 M) FROM THE SOUTH
 KU5088'EAST CORNER OF THE CONCRETE APRON OF HOUSE NUMBER 320 NORTH HICKORY
 KU5088'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5073 ***********************************************************************
 KU5073  DESIGNATION -  16E 11N
 KU5073  PID         -  KU5073
 KU5073  STATE/COUNTY-  NY/NASSAU
 KU5073  USGS QUAD   -  AMITYVILLE (1979)
 KU5073
 KU5073                         *CURRENT SURVEY CONTROL
 KU5073  ___________________________________________________________________
 KU5073* NAD 83(1996)-  40 42 49.16321(N)    073 28 32.13124(W)     ADJUSTED  
 KU5073* NAVD 88     -        19.6    (meters)      64.     (feet)  VERTCON   
 KU5073  ___________________________________________________________________
 KU5073  X           -   1,377,004.726 (meters)                     COMP
 KU5073  Y           -  -4,641,428.368 (meters)                     COMP
 KU5073  Z           -   4,138,364.749 (meters)                     COMP
 KU5073  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 KU5073  ELLIP HEIGHT-         -11.62  (meters)          (12/03/02) GPS OBS
 KU5073  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU5073
 KU5073  HORZ ORDER  -  FIRST
 KU5073  ELLP ORDER  -  FOURTH    CLASS II
 KU5073
 KU5073.The horizontal coordinates were established by GPS observations
 KU5073.and adjusted by the National Geodetic Survey in January 1999..
 KU5073
 KU5073.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5073
 KU5073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5073
 KU5073.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5073
 KU5073.The ellipsoidal height was determined by GPS observations
 KU5073.and is referenced to NAD 83.
 KU5073
 KU5073.The geoid height was determined by GEOID03.
 KU5073
 KU5073;                    North         East     Units Scale Factor Converg.
 KU5073;SPC NY L     -    60,873.544   344,311.189   MT  0.99999772   +0 20 34.8
 KU5073;SPC NY L     -   199,715.95  1,129,627.63   sFT  0.99999772   +0 20 34.8
 KU5073;UTM  18      - 4,508,088.433   628,760.573   MT  0.99980407   +0 59 40.1
 KU5073
 KU5073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5073!SPC NY L     -   1.00000182  x   0.99999772  =   0.99999954
 KU5073!UTM  18      -   1.00000182  x   0.99980407  =   0.99980589
 KU5073
 KU5073:                Primary Azimuth Mark                     Grid Az
 KU5073:SPC NY L     -  16E 10N                                  187 10 06.0
 KU5073:UTM  18      -  16E 10N                                  186 31 00.7
 KU5073
 KU5073|---------------------------------------------------------------------|
 KU5073| PID    Reference Object                     Distance      Geod. Az  |
 KU5073|                                                           dddmmss.s |
 KU5073| KU5072 16E 10N                             APPROX. 1.7 KM 1873040.8 |
 KU5073| KU5089 16E 11N AZ                          219.280 METERS 35136     |
 KU5073|---------------------------------------------------------------------|
 KU5073
 KU5073                          SUPERSEDED SURVEY CONTROL
 KU5073
 KU5073  ELLIP H (01/11/99)  -11.62   (m)                       GP(       ) 4 1
 KU5073  NAD 83(1996)-  40 42 49.16633(N)    073 28 32.13000(W) AD(       ) 1
 KU5073  NAD 83(1992)-  40 42 49.16621(N)    073 28 32.12976(W) AD(       ) 1
 KU5073  NAD 83(1986)-  40 42 49.16696(N)    073 28 32.13065(W) AD(       ) 1
 KU5073  NGVD 29 (03/24/92)   19.9    (m)           65.     (f) GPS OBS        
 KU5073
 KU5073.Superseded values are not recommended for survey control.
 KU5073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5073.See file dsdata.txt to determine how the superseded data were derived.
 KU5073
 KU5073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2876108088(NAD 83)
 KU5073_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5073_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5073_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5073_STAMPING: 16E11N
 KU5073_MARK LOGO: NYDPW 
 KU5073_PROJECTION: RECESSED 8 CENTIMETERS
 KU5073_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5073+STABILITY: POSITION/ELEVATION WELL
 KU5073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5073+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1991
 KU5073_ROD/PIPE-DEPTH: 20.6 meters
 KU5073_SLEEVE-DEPTH  : 1.52 meters
 KU5073
 KU5073  HISTORY     - Date     Condition        Report By
 KU5073  HISTORY     - 1989     MONUMENTED       SBAS
 KU5073  HISTORY     - 19910118 GOOD
 KU5073
 KU5073                          STATION DESCRIPTION
 KU5073
 KU5073'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5073'THE POINT IS LOCATED IN NORTH MASSEPEQUA, TOWN OF OYSTER BAY, 54 FEET
 KU5073'(16.5 M) SOUTH OF THE CENTERLINE OF NORTH WYOMING AVENUE AND 21 FEET
 KU5073'(6.4 M) EAST OF THE CENTERLINE OF ROSEMARY DRIVE,IN THE CONCRETE
 KU5073'SIDEWALK.
 KU5073'THE LOCATION TIES ARE 37.6 FEET (11.5 M) FROM THE NORTH WEST CORNER OF
 KU5073'HOUSE NUMBER 14, 22.8 FEET (6.9 M) FROM THE LIGHT POLE AND 31.5 FEET
 KU5073'(9.6 M) FROM THE CENTER OF THE DRAIN MANHOLE.
 KU5073
 KU5073                          STATION RECOVERY (1991)
 KU5073
 KU5073'RECOVERED 1991
 KU5073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5089 ***********************************************************************
 KU5089  DESIGNATION -  16E 11N AZ
 KU5089  PID         -  KU5089
 KU5089  STATE/COUNTY-  NY/NASSAU
 KU5089  USGS QUAD   -  AMITYVILLE (1979)
 KU5089
 KU5089                         *CURRENT SURVEY CONTROL
 KU5089  ___________________________________________________________________
 KU5089* NAD 83(1996)-  40 42 56.19561(N)    073 28 33.49617(W)     ADJUSTED  
 KU5089* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 KU5089  ___________________________________________________________________
 KU5089  X           -   1,376,933.957 (meters)                     COMP
 KU5089  Y           -  -4,641,302.464 (meters)                     COMP
 KU5089  Z           -   4,138,529.746 (meters)                     COMP
 KU5089  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 KU5089  ELLIP HEIGHT-         -10.74  (meters)          (12/03/02) GPS OBS
 KU5089  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU5089
 KU5089  HORZ ORDER  -  FIRST
 KU5089  ELLP ORDER  -  FOURTH    CLASS II
 KU5089
 KU5089.The horizontal coordinates were established by GPS observations
 KU5089.and adjusted by the National Geodetic Survey in January 1999..
 KU5089
 KU5089.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5089
 KU5089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5089
 KU5089.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5089
 KU5089.The ellipsoidal height was determined by GPS observations
 KU5089.and is referenced to NAD 83.
 KU5089
 KU5089.The geoid height was determined by GEOID03.
 KU5089
 KU5089;                    North         East     Units Scale Factor Converg.
 KU5089;SPC NY L     -    61,090.275   344,277.855   MT  0.99999764   +0 20 33.9
 KU5089;SPC NY L     -   200,427.01  1,129,518.26   sFT  0.99999764   +0 20 33.9
 KU5089;UTM  18      - 4,508,304.729   628,724.784   MT  0.99980395   +0 59 39.4
 KU5089
 KU5089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5089!SPC NY L     -   1.00000168  x   0.99999764  =   0.99999932
 KU5089!UTM  18      -   1.00000168  x   0.99980395  =   0.99980563
 KU5089
 KU5089|---------------------------------------------------------------------|
 KU5089| PID    Reference Object                     Distance      Geod. Az  |
 KU5089|                                                           dddmmss.s |
 KU5089| KU5073 16E 11N                             219.280 METERS 17136     |
 KU5089| KU5074 16E 12N                             APPROX. 1.6 KM 3551645.4 |
 KU5089|---------------------------------------------------------------------|
 KU5089
 KU5089                          SUPERSEDED SURVEY CONTROL
 KU5089
 KU5089  ELLIP H (01/11/99)  -10.74   (m)                       GP(       ) 4 1
 KU5089  NAD 83(1996)-  40 42 56.19868(N)    073 28 33.49501(W) AD(       ) 1
 KU5089  NAD 83(1992)-  40 42 56.19856(N)    073 28 33.49475(W) AD(       ) 1
 KU5089  NAD 83(1986)-  40 42 56.19928(N)    073 28 33.49571(W) AD(       ) 1
 KU5089  NGVD 29 (03/24/92)   20.8    (m)           68.     (f) GPS OBS        
 KU5089
 KU5089.Superseded values are not recommended for survey control.
 KU5089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5089.See file dsdata.txt to determine how the superseded data were derived.
 KU5089
 KU5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2872508305(NAD 83)
 KU5089_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5089_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5089_STAMPING: 16E11NAZ
 KU5089_MARK LOGO: NYDPW 
 KU5089_PROJECTION: RECESSED 8 CENTIMETERS
 KU5089_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5089+STABILITY: POSITION/ELEVATION WELL
 KU5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5089+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1990
 KU5089_ROD/PIPE-DEPTH: 20.6 meters
 KU5089_SLEEVE-DEPTH  : 1.52 meters
 KU5089
 KU5089  HISTORY     - Date     Condition        Report By
 KU5089  HISTORY     - 1989     MONUMENTED       SBAS
 KU5089  HISTORY     - 19901207 GOOD
 KU5089
 KU5089                          STATION DESCRIPTION
 KU5089
 KU5089'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5089'THE POINT IS LOCATED IN NORTH MASSEPEQUA, TOWN OF OYSTER BAY, 159 FEET
 KU5089'(48.5 M) NORTH OF THE CENTERLINE OF NORTH IOWA AVENUE AND 21 FEET
 KU5089'(6.4 M) EAST OF THE CENTERLINE OF ROSEMARY DRIVE,IN THE CONCRETE
 KU5089'SIDEWALK.
 KU5089'THE LOCATION TIES ARE 27.9 FEET (8.5 M) FROM THE CENTER OF THE SEWER
 KU5089'MANHOLE, 39.0 FEET (11.9 M) FROM THE NORTH WEST CORNER OF HOUSE
 KU5089'NUMBER 2 AND 37.2 FEET (11.3 M) FROM THE SOUTH WEST CORNER OF HOUSE
 KU5089'NUMBER 2.
 KU5089
 KU5089                          STATION RECOVERY (1990)
 KU5089
 KU5089'RECOVERED 1990
 KU5089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5074 ***********************************************************************
 KU5074  DESIGNATION -  16E 12N
 KU5074  PID         -  KU5074
 KU5074  STATE/COUNTY-  NY/NASSAU
 KU5074  USGS QUAD   -  AMITYVILLE (1979)
 KU5074
 KU5074                         *CURRENT SURVEY CONTROL
 KU5074  ___________________________________________________________________
 KU5074* NAD 83(1996)-  40 43 46.77016(N)    073 28 38.98616(W)     ADJUSTED  
 KU5074* NAVD 88     -        26.5    (meters)      87.     (feet)  VERTCON   
 KU5074  ___________________________________________________________________
 KU5074  X           -   1,376,522.297 (meters)                     COMP
 KU5074  Y           -  -4,640,367.817 (meters)                     COMP
 KU5074  Z           -   4,139,716.086 (meters)                     COMP
 KU5074  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 KU5074  ELLIP HEIGHT-          -4.60  (meters)          (12/03/02) GPS OBS
 KU5074  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU5074
 KU5074  HORZ ORDER  -  FIRST
 KU5074  ELLP ORDER  -  FOURTH    CLASS II
 KU5074
 KU5074.The horizontal coordinates were established by GPS observations
 KU5074.and adjusted by the National Geodetic Survey in January 1999..
 KU5074
 KU5074.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5074
 KU5074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5074
 KU5074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5074
 KU5074.The ellipsoidal height was determined by GPS observations
 KU5074.and is referenced to NAD 83.
 KU5074
 KU5074.The geoid height was determined by GEOID03.
 KU5074
 KU5074;                    North         East     Units Scale Factor Converg.
 KU5074;SPC NY L     -    62,649.537   344,139.696   MT  0.99999710   +0 20 30.3
 KU5074;SPC NY L     -   205,542.69  1,129,064.99   sFT  0.99999710   +0 20 30.3
 KU5074;UTM  18      - 4,509,862.017   628,568.930   MT  0.99980346   +0 59 36.8
 KU5074
 KU5074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5074!SPC NY L     -   1.00000072  x   0.99999710  =   0.99999782
 KU5074!UTM  18      -   1.00000072  x   0.99980346  =   0.99980418
 KU5074
 KU5074:                Primary Azimuth Mark                     Grid Az
 KU5074:SPC NY L     -  16E 13N                                  001 36 54.2
 KU5074:UTM  18      -  16E 13N                                  000 57 47.7
 KU5074
 KU5074|---------------------------------------------------------------------|
 KU5074| PID    Reference Object                     Distance      Geod. Az  |
 KU5074|                                                           dddmmss.s |
 KU5074| KU5075 16E 13N                             APPROX. 1.3 KM 0015724.5 |
 KU5074| KU5089 16E 11N AZ                          APPROX. 1.6 KM 1751641.8 |
 KU5074| KU5090 16E 12N AZ                          265.735 METERS 26216     |
 KU5074|---------------------------------------------------------------------|
 KU5074
 KU5074                          SUPERSEDED SURVEY CONTROL
 KU5074
 KU5074  ELLIP H (01/11/99)   -4.60   (m)                       GP(       ) 4 1
 KU5074  NAD 83(1996)-  40 43 46.77320(N)    073 28 38.98502(W) AD(       ) 1
 KU5074  NAD 83(1992)-  40 43 46.77306(N)    073 28 38.98472(W) AD(       ) 1
 KU5074  NAD 83(1986)-  40 43 46.77384(N)    073 28 38.98578(W) AD(       ) 1
 KU5074  NGVD 29 (03/24/92)   26.9    (m)           88.     (f) GPS OBS        
 KU5074
 KU5074.Superseded values are not recommended for survey control.
 KU5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5074.See file dsdata.txt to determine how the superseded data were derived.
 KU5074
 KU5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2856909862(NAD 83)
 KU5074_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5074_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5074_STAMPING: 16E12N
 KU5074_MARK LOGO: NYDPW 
 KU5074_PROJECTION: RECESSED 8 CENTIMETERS
 KU5074_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5074+STABILITY: POSITION/ELEVATION WELL
 KU5074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5074+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5074_ROD/PIPE-DEPTH: 20.6 meters
 KU5074_SLEEVE-DEPTH  : 1.52 meters
 KU5074
 KU5074  HISTORY     - Date     Condition        Report By
 KU5074  HISTORY     - 1989     MONUMENTED       SBAS
 KU5074
 KU5074                          STATION DESCRIPTION
 KU5074
 KU5074'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5074'THE POINT IS LOCATED IN BETHPAGE,TOWN OF OYSTER BAY,40 FEET WEST OF
 KU5074'THE CENTERLINE OF BROADWAY AND 21 FEET (6.4 M) SOUTH OF THE
 KU5074'CENTERLINE OF WILSON LANE,IN THE CONCRETE SIDEWALK.
 KU5074'THE LOCATION TIES ARE 47.0 FEET (14.3 M) FROM THE SEWER MANHOLE, 31.4
 KU5074'FEET (9.6 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 71 AND 24.1
 KU5074'FEET (7.3 M) FROM THE WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5090 ***********************************************************************
 KU5090  DESIGNATION -  16E 12N AZ
 KU5090  PID         -  KU5090
 KU5090  STATE/COUNTY-  NY/NASSAU
 KU5090  USGS QUAD   -  AMITYVILLE (1979)
 KU5090
 KU5090                         *CURRENT SURVEY CONTROL
 KU5090  ___________________________________________________________________
 KU5090* NAD 83(1996)-  40 43 45.61059(N)    073 28 50.20726(W)     ADJUSTED  
 KU5090* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 KU5090  ___________________________________________________________________
 KU5090  X           -   1,376,276.320 (meters)                     COMP
 KU5090  Y           -  -4,640,464.504 (meters)                     COMP
 KU5090  Z           -   4,139,688.472 (meters)                     COMP
 KU5090  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KU5090  ELLIP HEIGHT-          -5.38  (meters)          (12/03/02) GPS OBS
 KU5090  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU5090
 KU5090  HORZ ORDER  -  FIRST
 KU5090  ELLP ORDER  -  FOURTH    CLASS II
 KU5090
 KU5090.The horizontal coordinates were established by GPS observations
 KU5090.and adjusted by the National Geodetic Survey in January 1999..
 KU5090
 KU5090.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5090
 KU5090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5090
 KU5090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5090
 KU5090.The ellipsoidal height was determined by GPS observations
 KU5090.and is referenced to NAD 83.
 KU5090
 KU5090.The geoid height was determined by GEOID03.
 KU5090
 KU5090;                    North         East     Units Scale Factor Converg.
 KU5090;SPC NY L     -    62,612.203   343,876.598   MT  0.99999711   +0 20 23.0
 KU5090;SPC NY L     -   205,420.20  1,128,201.81   sFT  0.99999711   +0 20 23.0
 KU5090;UTM  18      - 4,509,821.701   628,306.325   MT  0.99980263   +0 59 29.5
 KU5090
 KU5090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5090!SPC NY L     -   1.00000084  x   0.99999711  =   0.99999795
 KU5090!UTM  18      -   1.00000084  x   0.99980263  =   0.99980347
 KU5090
 KU5090|---------------------------------------------------------------------|
 KU5090| PID    Reference Object                     Distance      Geod. Az  |
 KU5090|                                                           dddmmss.s |
 KU5090| KU5074 16E 12N                             265.735 METERS 08216     |
 KU5090|---------------------------------------------------------------------|
 KU5090
 KU5090                          SUPERSEDED SURVEY CONTROL
 KU5090
 KU5090  ELLIP H (01/11/99)   -5.38   (m)                       GP(       ) 4 1
 KU5090  NAD 83(1996)-  40 43 45.61359(N)    073 28 50.20616(W) AD(       ) 1
 KU5090  NAD 83(1992)-  40 43 45.61344(N)    073 28 50.20587(W) AD(       ) 1
 KU5090  NAD 83(1986)-  40 43 45.61418(N)    073 28 50.20694(W) AD(       ) 1
 KU5090  NGVD 29 (03/24/92)   26.1    (m)           86.     (f) GPS OBS        
 KU5090
 KU5090.Superseded values are not recommended for survey control.
 KU5090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5090.See file dsdata.txt to determine how the superseded data were derived.
 KU5090
 KU5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2830609822(NAD 83)
 KU5090_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5090_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5090_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5090_STAMPING: 16E12NAZ
 KU5090_MARK LOGO: NYDPW 
 KU5090_PROJECTION: RECESSED 8 CENTIMETERS
 KU5090_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5090+STABILITY: POSITION/ELEVATION WELL
 KU5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5090+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5090_ROD/PIPE-DEPTH: 20.6 meters
 KU5090_SLEEVE-DEPTH  : 1.52 meters
 KU5090
 KU5090  HISTORY     - Date     Condition        Report By
 KU5090  HISTORY     - 1989     MONUMENTED       SBAS
 KU5090
 KU5090                          STATION DESCRIPTION
 KU5090
 KU5090'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5090'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 31 FEET (9.4 M)
 KU5090'WEST OF THE CENTERLINE OF WILSON LANE AND 20 FEET (6.1 M) SOUTH OF THE
 KU5090'EXTENDED CENTERLINE OF THE EAST/WEST SEGMENT OF WILSON LANE (NORTH OF
 KU5090'MILLPAGE DRIVE),IN THE CONCRETE SIDEWALK.
 KU5090'THE LOCATION TIES ARE 34.7 FEET (10.6 M) FROM THE CENTER OF THE SEWER
 KU5090'MANHOLE, 46.3 FEET (14.1 M) FROM THE NORTH EAST CORNER OF HOUSE
 KU5090'NUMBER 5 AND 41.9 FEET (12.8 M) FROM THE SOUTH EAST CORNER OF HOUSE
 KU5090'NUMBER 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5075 ***********************************************************************
 KU5075  DESIGNATION -  16E 13N
 KU5075  PID         -  KU5075
 KU5075  STATE/COUNTY-  NY/NASSAU
 KU5075  USGS QUAD   -  AMITYVILLE (1979)
 KU5075
 KU5075                         *CURRENT SURVEY CONTROL
 KU5075  ___________________________________________________________________
 KU5075* NAD 83(1996)-  40 44 29.49039(N)    073 28 37.06717(W)     ADJUSTED  
 KU5075* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 KU5075  ___________________________________________________________________
 KU5075  X           -   1,376,321.975 (meters)                     COMP
 KU5075  Y           -  -4,639,534.200 (meters)                     COMP
 KU5075  Z           -   4,140,717.867 (meters)                     COMP
 KU5075  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KU5075  ELLIP HEIGHT-           0.39  (meters)          (12/03/02) GPS OBS
 KU5075  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU5075
 KU5075  HORZ ORDER  -  FIRST
 KU5075  ELLP ORDER  -  FOURTH    CLASS II
 KU5075
 KU5075.The horizontal coordinates were established by GPS observations
 KU5075.and adjusted by the National Geodetic Survey in January 1999..
 KU5075
 KU5075.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5075
 KU5075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5075
 KU5075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5075
 KU5075.The ellipsoidal height was determined by GPS observations
 KU5075.and is referenced to NAD 83.
 KU5075
 KU5075.The geoid height was determined by GEOID03.
 KU5075
 KU5075;                    North         East     Units Scale Factor Converg.
 KU5075;SPC NY L     -    63,967.564   344,176.858   MT  0.99999669   +0 20 31.6
 KU5075;SPC NY L     -   209,866.92  1,129,186.91   sFT  0.99999669   +0 20 31.6
 KU5075;UTM  18      - 4,511,180.127   628,591.089   MT  0.99980353   +0 59 38.9
 KU5075
 KU5075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5075!SPC NY L     -   0.99999994  x   0.99999669  =   0.99999663
 KU5075!UTM  18      -   0.99999994  x   0.99980353  =   0.99980347
 KU5075
 KU5075|---------------------------------------------------------------------|
 KU5075| PID    Reference Object                     Distance      Geod. Az  |
 KU5075|                                                           dddmmss.s |
 KU5075| KU5091 16E 13N AZ                          196.077 METERS 16915     |
 KU5075| KU5074 16E 12N                             APPROX. 1.3 KM 1815725.7 |
 KU5075|---------------------------------------------------------------------|
 KU5075
 KU5075                          SUPERSEDED SURVEY CONTROL
 KU5075
 KU5075  ELLIP H (01/11/99)    0.40   (m)                       GP(       ) 4 1
 KU5075  NAD 83(1996)-  40 44 29.49343(N)    073 28 37.06604(W) AD(       ) 1
 KU5075  NAD 83(1992)-  40 44 29.49328(N)    073 28 37.06574(W) AD(       ) 1
 KU5075  NAD 83(1986)-  40 44 29.49401(N)    073 28 37.06677(W) AD(       ) 1
 KU5075  NGVD 29 (03/24/92)   31.9    (m)          105.     (f) GPS OBS        
 KU5075
 KU5075.Superseded values are not recommended for survey control.
 KU5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5075.See file dsdata.txt to determine how the superseded data were derived.
 KU5075
 KU5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2859111180(NAD 83)
 KU5075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5075_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5075_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5075_STAMPING: 16E13N
 KU5075_MARK LOGO: NYDPW 
 KU5075_PROJECTION: RECESSED 8 CENTIMETERS
 KU5075_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5075+STABILITY: POSITION/ELEVATION WELL
 KU5075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5075+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 KU5075_ROD/PIPE-DEPTH: 20.6 meters
 KU5075_SLEEVE-DEPTH  : 1.52 meters
 KU5075
 KU5075  HISTORY     - Date     Condition        Report By
 KU5075  HISTORY     - 1989     MONUMENTED       SBAS
 KU5075  HISTORY     - 19901018 GOOD
 KU5075
 KU5075                          STATION DESCRIPTION
 KU5075
 KU5075'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5075'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 94 FEET
 KU5075'(28.7 M) SOUTH OF THE CENTERLINE OF LENOX AVENUE AND 21 FEET (6.4 M)
 KU5075'WEST OF THE CENTERLINE OF CONCORD AVENUE,IN THE CONCRETE SIDEWALK.
 KU5075'THE LOCATION TIES ARE 39.9 FEET (12.2 M) FROM THE HYDRANT, 37.1 FEET
 KU5075'(11.3 M) FROM THE SOUTH EAST CORNER OF HOUSE NUMBER 20 AND 52.6 FEET
 KU5075'(16.0 M) FROM THE NORTH EAST CORNER OF HOUSE NUMBER 20.
 KU5075
 KU5075                          STATION RECOVERY (1990)
 KU5075
 KU5075'RECOVERED 1990
 KU5075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5091 ***********************************************************************
 KU5091  DESIGNATION -  16E 13N AZ
 KU5091  PID         -  KU5091
 KU5091  STATE/COUNTY-  NY/NASSAU
 KU5091  USGS QUAD   -  AMITYVILLE (1979)
 KU5091
 KU5091                         *CURRENT SURVEY CONTROL
 KU5091  ___________________________________________________________________
 KU5091* NAD 83(1996)-  40 44 23.24539(N)    073 28 35.50912(W)     ADJUSTED  
 KU5091* NAVD 88     -        30.8    (meters)     101.     (feet)  VERTCON   
 KU5091  ___________________________________________________________________
 KU5091  X           -   1,376,392.632 (meters)                     COMP
 KU5091  Y           -  -4,639,643.849 (meters)                     COMP
 KU5091  Z           -   4,140,571.473 (meters)                     COMP
 KU5091  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KU5091  ELLIP HEIGHT-          -0.28  (meters)          (12/03/02) GPS OBS
 KU5091  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU5091
 KU5091  HORZ ORDER  -  FIRST
 KU5091  ELLP ORDER  -  FOURTH    CLASS II
 KU5091
 KU5091.The horizontal coordinates were established by GPS observations
 KU5091.and adjusted by the National Geodetic Survey in January 1999..
 KU5091
 KU5091.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5091
 KU5091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5091
 KU5091.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5091
 KU5091.The ellipsoidal height was determined by GPS observations
 KU5091.and is referenced to NAD 83.
 KU5091
 KU5091.The geoid height was determined by GEOID03.
 KU5091
 KU5091;                    North         East     Units Scale Factor Converg.
 KU5091;SPC NY L     -    63,775.148   344,214.564   MT  0.99999675   +0 20 32.6
 KU5091;SPC NY L     -   209,235.63  1,129,310.62   sFT  0.99999675   +0 20 32.6
 KU5091;UTM  18      - 4,510,988.189   628,630.974   MT  0.99980366   +0 59 39.8
 KU5091
 KU5091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5091!SPC NY L     -   1.00000004  x   0.99999675  =   0.99999679
 KU5091!UTM  18      -   1.00000004  x   0.99980366  =   0.99980370
 KU5091
 KU5091|---------------------------------------------------------------------|
 KU5091| PID    Reference Object                     Distance      Geod. Az  |
 KU5091|                                                           dddmmss.s |
 KU5091| KU5075 16E 13N                             196.077 METERS 34915     |
 KU5091|---------------------------------------------------------------------|
 KU5091
 KU5091                          SUPERSEDED SURVEY CONTROL
 KU5091
 KU5091  ELLIP H (01/11/99)   -0.28   (m)                       GP(       ) 4 1
 KU5091  NAD 83(1996)-  40 44 23.24840(N)    073 28 35.50800(W) AD(       ) 1
 KU5091  NAD 83(1992)-  40 44 23.24825(N)    073 28 35.50770(W) AD(       ) 1
 KU5091  NAD 83(1986)-  40 44 23.24898(N)    073 28 35.50872(W) AD(       ) 1
 KU5091  NGVD 29 (03/24/92)   31.2    (m)          102.     (f) GPS OBS        
 KU5091
 KU5091.Superseded values are not recommended for survey control.
 KU5091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5091.See file dsdata.txt to determine how the superseded data were derived.
 KU5091
 KU5091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2863110988(NAD 83)
 KU5091_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5091_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5091_STAMPING: 16E13NAZ
 KU5091_MARK LOGO: NYDPW 
 KU5091_PROJECTION: RECESSED 8 CENTIMETERS
 KU5091_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5091+STABILITY: POSITION/ELEVATION WELL
 KU5091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5091+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1990
 KU5091_ROD/PIPE-DEPTH: 12.7 meters
 KU5091_SLEEVE-DEPTH  : 1.52 meters
 KU5091
 KU5091  HISTORY     - Date     Condition        Report By
 KU5091  HISTORY     - 1989     MONUMENTED       SBAS
 KU5091  HISTORY     - 19901018 GOOD
 KU5091
 KU5091                          STATION DESCRIPTION
 KU5091
 KU5091'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5091'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 13 FEET (4.0 M)
 KU5091'WEST OF THE CENTERLINE OF CONCORD AVENUE AND 22 FEET (6.7 M) SOUTH OF
 KU5091'THE CENTERLINE OF REVERE AVENUE,IN THE CONCRETE SIDEWALK.
 KU5091'THE LOCATION TIES ARE 35.2 FEET (10.7 M) FROM THE UTILITY POLE NUMBER
 KU5091'11S, 25.0 FEET (7.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND 15.5
 KU5091'FEET (4.7 M) FROM THE CENTER OF THE ROUND GAS VALVE.
 KU5091
 KU5091                          STATION RECOVERY (1990)
 KU5091
 KU5091'RECOVERED 1990
 KU5091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5076 ***********************************************************************
 KU5076  DESIGNATION -  16E 14N
 KU5076  PID         -  KU5076
 KU5076  STATE/COUNTY-  NY/NASSAU
 KU5076  USGS QUAD   -  HUNTINGTON (1979)
 KU5076
 KU5076                         *CURRENT SURVEY CONTROL
 KU5076  ___________________________________________________________________
 KU5076* NAD 83(1996)-  40 45 25.47249(N)    073 28 41.64352(W)     ADJUSTED  
 KU5076* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 KU5076  ___________________________________________________________________
 KU5076  X           -   1,375,899.675 (meters)                     COMP
 KU5076  Y           -  -4,638,488.086 (meters)                     COMP
 KU5076  Z           -   4,142,029.727 (meters)                     COMP
 KU5076  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 KU5076  ELLIP HEIGHT-           5.94  (meters)          (12/03/02) GPS OBS
 KU5076  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU5076
 KU5076  HORZ ORDER  -  FIRST
 KU5076  ELLP ORDER  -  FOURTH    CLASS II
 KU5076
 KU5076.The horizontal coordinates were established by GPS observations
 KU5076.and adjusted by the National Geodetic Survey in January 1999..
 KU5076
 KU5076.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5076
 KU5076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5076
 KU5076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5076
 KU5076.The ellipsoidal height was determined by GPS observations
 KU5076.and is referenced to NAD 83.
 KU5076
 KU5076.The geoid height was determined by GEOID03.
 KU5076
 KU5076;                    North         East     Units Scale Factor Converg.
 KU5076;SPC NY L     -    65,693.765   344,059.205   MT  0.99999621   +0 20 28.6
 KU5076;SPC NY L     -   215,530.29  1,128,800.91   sFT  0.99999621   +0 20 28.6
 KU5076;UTM  18      - 4,512,904.544   628,453.821   MT  0.99980310   +0 59 37.1
 KU5076
 KU5076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5076!SPC NY L     -   0.99999907  x   0.99999621  =   0.99999528
 KU5076!UTM  18      -   0.99999907  x   0.99980310  =   0.99980217
 KU5076
 KU5076|---------------------------------------------------------------------|
 KU5076| PID    Reference Object                     Distance      Geod. Az  |
 KU5076|                                                           dddmmss.s |
 KU5076| KU5092 16E 14N AZ                          166.676 METERS 27349     |
 KU5076|---------------------------------------------------------------------|
 KU5076
 KU5076                          SUPERSEDED SURVEY CONTROL
 KU5076
 KU5076  ELLIP H (01/11/99)    5.94   (m)                       GP(       ) 4 1
 KU5076  NAD 83(1996)-  40 45 25.47547(N)    073 28 41.64243(W) AD(       ) 1
 KU5076  NAD 83(1992)-  40 45 25.47532(N)    073 28 41.64213(W) AD(       ) 1
 KU5076  NAD 83(1986)-  40 45 25.47609(N)    073 28 41.64324(W) AD(       ) 1
 KU5076  NGVD 29 (03/24/92)   37.4    (m)          123.     (f) GPS OBS        
 KU5076
 KU5076.Superseded values are not recommended for survey control.
 KU5076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5076.See file dsdata.txt to determine how the superseded data were derived.
 KU5076
 KU5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2845412905(NAD 83)
 KU5076_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5076_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5076_STAMPING: 16E14N
 KU5076_MARK LOGO: NYDPW 
 KU5076_PROJECTION: RECESSED 8 CENTIMETERS
 KU5076_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5076+STABILITY: POSITION/ELEVATION WELL
 KU5076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5076+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5076_ROD/PIPE-DEPTH: 20.6 meters
 KU5076_SLEEVE-DEPTH  : 1.52 meters
 KU5076
 KU5076  HISTORY     - Date     Condition        Report By
 KU5076  HISTORY     - 1989     MONUMENTED       SBAS
 KU5076
 KU5076                          STATION DESCRIPTION
 KU5076
 KU5076'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5076'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 25 FEET (7.6 M)
 KU5076'SOUTH OF THE CENTERLINE OF EVERGREEN AVENUE AND 46 FEET (14.0 M) WEST
 KU5076'OF THE CENTERLINE OF CAFFERY AVENUE,IN THE CONCRETE SIDEWALK.
 KU5076'THE LOCATION TIES ARE 69.5 FEET (21.2 M) FROM THE HYDRANT, 87.9 FEET
 KU5076'(26.8 M) FROM THE LIGHT POLE AND 53.4 FEET (16.3 M) FROM THE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5092 ***********************************************************************
 KU5092  DESIGNATION -  16E 14N AZ
 KU5092  PID         -  KU5092
 KU5092  STATE/COUNTY-  NY/NASSAU
 KU5092  USGS QUAD   -  HUNTINGTON (1979)
 KU5092
 KU5092                         *CURRENT SURVEY CONTROL
 KU5092  ___________________________________________________________________
 KU5092* NAD 83(1996)-  40 45 25.83257(N)    073 28 48.73349(W)     ADJUSTED  
 KU5092* NAVD 88     -        38.0    (meters)     125.     (feet)  VERTCON   
 KU5092  ___________________________________________________________________
 KU5092  X           -   1,375,738.395 (meters)                     COMP
 KU5092  Y           -  -4,638,529.173 (meters)                     COMP
 KU5092  Z           -   4,142,038.813 (meters)                     COMP
 KU5092  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 KU5092  ELLIP HEIGHT-           6.97  (meters)          (12/03/02) GPS OBS
 KU5092  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU5092
 KU5092  HORZ ORDER  -  FIRST
 KU5092  ELLP ORDER  -  FOURTH    CLASS II
 KU5092
 KU5092.The horizontal coordinates were established by GPS observations
 KU5092.and adjusted by the National Geodetic Survey in January 1999..
 KU5092
 KU5092.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5092
 KU5092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5092
 KU5092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5092
 KU5092.The ellipsoidal height was determined by GPS observations
 KU5092.and is referenced to NAD 83.
 KU5092
 KU5092.The geoid height was determined by GEOID03.
 KU5092
 KU5092;                    North         East     Units Scale Factor Converg.
 KU5092;SPC NY L     -    65,703.884   343,892.836   MT  0.99999621   +0 20 24.0
 KU5092;SPC NY L     -   215,563.49  1,128,255.08   sFT  0.99999621   +0 20 24.0
 KU5092;UTM  18      - 4,512,912.766   628,287.381   MT  0.99980257   +0 59 32.4
 KU5092
 KU5092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5092!SPC NY L     -   0.99999891  x   0.99999621  =   0.99999512
 KU5092!UTM  18      -   0.99999891  x   0.99980257  =   0.99980148
 KU5092
 KU5092|---------------------------------------------------------------------|
 KU5092| PID    Reference Object                     Distance      Geod. Az  |
 KU5092|                                                           dddmmss.s |
 KU5092| KU5076 16E 14N                             166.676 METERS 09349     |
 KU5092|---------------------------------------------------------------------|
 KU5092
 KU5092                          SUPERSEDED SURVEY CONTROL
 KU5092
 KU5092  ELLIP H (01/11/99)    6.98   (m)                       GP(       ) 4 1
 KU5092  NAD 83(1996)-  40 45 25.83554(N)    073 28 48.73242(W) AD(       ) 1
 KU5092  NAD 83(1992)-  40 45 25.83539(N)    073 28 48.73213(W) AD(       ) 1
 KU5092  NAD 83(1986)-  40 45 25.83615(N)    073 28 48.73323(W) AD(       ) 1
 KU5092  NGVD 29 (03/24/92)   38.4    (m)          126.     (f) GPS OBS        
 KU5092
 KU5092.Superseded values are not recommended for survey control.
 KU5092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5092.See file dsdata.txt to determine how the superseded data were derived.
 KU5092
 KU5092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2828712913(NAD 83)
 KU5092_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5092_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5092_STAMPING: 16E14NAZ
 KU5092_MARK LOGO: NYDPW 
 KU5092_PROJECTION: RECESSED 8 CENTIMETERS
 KU5092_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5092+STABILITY: POSITION/ELEVATION WELL
 KU5092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5092+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 KU5092_ROD/PIPE-DEPTH: 20.6 meters
 KU5092_SLEEVE-DEPTH  : 1.52 meters
 KU5092
 KU5092  HISTORY     - Date     Condition        Report By
 KU5092  HISTORY     - 1989     MONUMENTED       SBAS
 KU5092  HISTORY     - 19900411 GOOD
 KU5092
 KU5092                          STATION DESCRIPTION
 KU5092
 KU5092'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5092'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 26 FEET (7.9 M)
 KU5092'SOUTH OF THE CENTERLINE OF EVERGREEN AVENUE AND 93 FEET (28.3 M) WEST
 KU5092'OF THE CENTERLINE OF TAFT AVENUE,IN THE CONCRETE SIDEWALK.
 KU5092'THE LOCATION TIES ARE 30.8 FEET (9.4 M) FROM THE NORTH EAST CORNER OF
 KU5092'HOUSE NUMBER 45, 39.6 FEET (12.1 M) FROM THE NORTH WEST CORNER OF
 KU5092'HOUSE NUMBER 41 AND 58.4 FEET (17.8 M) FROM UTILITY POLE NUMBER 15.
 KU5092
 KU5092                          STATION RECOVERY (1990)
 KU5092
 KU5092'RECOVERED 1990
 KU5092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5077 ***********************************************************************
 KU5077  DESIGNATION -  16E 15N
 KU5077  PID         -  KU5077
 KU5077  STATE/COUNTY-  NY/NASSAU
 KU5077  USGS QUAD   -  HUNTINGTON (1979)
 KU5077
 KU5077                         *CURRENT SURVEY CONTROL
 KU5077  ___________________________________________________________________
 KU5077* NAD 83(1996)-  40 46 13.91707(N)    073 28 38.96645(W)     ADJUSTED  
 KU5077* NAVD 88     -        38.0    (meters)     125.     (feet)  VERTCON   
 KU5077  ___________________________________________________________________
 KU5077  X           -   1,375,682.608 (meters)                     COMP
 KU5077  Y           -  -4,637,535.534 (meters)                     COMP
 KU5077  Z           -   4,143,162.256 (meters)                     COMP
 KU5077  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 KU5077  ELLIP HEIGHT-           6.98  (meters)          (12/03/02) GPS OBS
 KU5077  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KU5077
 KU5077  HORZ ORDER  -  FIRST
 KU5077  ELLP ORDER  -  FOURTH    CLASS II
 KU5077
 KU5077.The horizontal coordinates were established by GPS observations
 KU5077.and adjusted by the National Geodetic Survey in January 1999..
 KU5077
 KU5077.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5077
 KU5077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5077
 KU5077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5077
 KU5077.The ellipsoidal height was determined by GPS observations
 KU5077.and is referenced to NAD 83.
 KU5077
 KU5077.The geoid height was determined by GEOID03.
 KU5077
 KU5077;                    North         East     Units Scale Factor Converg.
 KU5077;SPC NY L     -    67,188.479   344,113.084   MT  0.99999586   +0 20 30.4
 KU5077;SPC NY L     -   220,434.20  1,128,977.68   sFT  0.99999586   +0 20 30.4
 KU5077;UTM  18      - 4,514,399.486   628,490.669   MT  0.99980321   +0 59 39.8
 KU5077
 KU5077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5077!SPC NY L     -   0.99999891  x   0.99999586  =   0.99999477
 KU5077!UTM  18      -   0.99999891  x   0.99980321  =   0.99980212
 KU5077
 KU5077:                Primary Azimuth Mark                     Grid Az
 KU5077:SPC NY L     -  16E 14N                                  182 03 51.9
 KU5077:UTM  18      -  16E 14N                                  181 24 42.5
 KU5077
 KU5077|---------------------------------------------------------------------|
 KU5077| PID    Reference Object                     Distance      Geod. Az  |
 KU5077|                                                           dddmmss.s |
 KU5077| KU5076 16E 14N                             APPROX. 1.5 KM 1822422.3 |
 KU5077|---------------------------------------------------------------------|
 KU5077
 KU5077                          SUPERSEDED SURVEY CONTROL
 KU5077
 KU5077  ELLIP H (01/11/99)    6.98   (m)                       GP(       ) 4 1
 KU5077  NAD 83(1996)-  40 46 13.92003(N)    073 28 38.96537(W) AD(       ) 1
 KU5077  NAD 83(1992)-  40 46 13.91988(N)    073 28 38.96508(W) AD(       ) 1
 KU5077  NAD 83(1986)-  40 46 13.92070(N)    073 28 38.96628(W) AD(       ) 1
 KU5077  NGVD 29 (03/24/92)   38.4    (m)          126.     (f) GPS OBS        
 KU5077
 KU5077.Superseded values are not recommended for survey control.
 KU5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5077.See file dsdata.txt to determine how the superseded data were derived.
 KU5077
 KU5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2849114399(NAD 83)
 KU5077_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5077_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5077_STAMPING: 16E15N
 KU5077_MARK LOGO: NYDPW 
 KU5077_PROJECTION: RECESSED 8 CENTIMETERS
 KU5077_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5077+STABILITY: POSITION/ELEVATION WELL
 KU5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5077+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 KU5077_ROD/PIPE-DEPTH: 20.6 meters
 KU5077_SLEEVE-DEPTH  : 1.52 meters
 KU5077
 KU5077  HISTORY     - Date     Condition        Report By
 KU5077  HISTORY     - 1989     MONUMENTED       SBAS
 KU5077  HISTORY     - 19910114 GOOD
 KU5077
 KU5077                          STATION DESCRIPTION
 KU5077
 KU5077'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5077'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 210 FEET
 KU5077'(64.0 M) SOUTH OF THE CENTERLINE OF MARGARET DRIVE AND 29 FEET
 KU5077'(8.8 M) EAST OF THE CENTERLINE OF GERHARD ROAD,IN THE CONCRETE
 KU5077'SIDEWALK.
 KU5077'THE LOCATION TIES ARE 15.7 FEET (4.8 M) FROM THE CENTER OF THE DRAIN
 KU5077'MANHOLE, 10.5 FEET (3.2 M) FROM THE SOUTH WEST CORNER OF THE BRICK
 KU5077'COLUMN AND 65.0 FEET (19.8 M) FROM THE CENTER OF THE LIGHT POLE.
 KU5077
 KU5077                          STATION RECOVERY (1991)
 KU5077
 KU5077'RECOVERED 1991
 KU5077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5093 ***********************************************************************
 KU5093  DESIGNATION -  16E 15N AZ
 KU5093  PID         -  KU5093
 KU5093  STATE/COUNTY-  NY/NASSAU
 KU5093  USGS QUAD   -  HUNTINGTON (1979)
 KU5093
 KU5093                         *CURRENT SURVEY CONTROL
 KU5093  ___________________________________________________________________
 KU5093* NAD 83(1996)-  40 46 25.30333(N)    073 28 37.88278(W)     ADJUSTED  
 KU5093* NAVD 88     -        39.9    (meters)     131.     (feet)  VERTCON   
 KU5093  ___________________________________________________________________
 KU5093  X           -   1,375,642.160 (meters)                     COMP
 KU5093  Y           -  -4,637,309.820 (meters)                     COMP
 KU5093  Z           -   4,143,429.523 (meters)                     COMP
 KU5093  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KU5093  ELLIP HEIGHT-           8.93  (meters)          (12/03/02) GPS OBS
 KU5093  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KU5093
 KU5093  HORZ ORDER  -  FIRST
 KU5093  ELLP ORDER  -  FOURTH    CLASS II
 KU5093
 KU5093.The horizontal coordinates were established by GPS observations
 KU5093.and adjusted by the National Geodetic Survey in January 1999..
 KU5093
 KU5093.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5093
 KU5093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5093
 KU5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5093
 KU5093.The ellipsoidal height was determined by GPS observations
 KU5093.and is referenced to NAD 83.
 KU5093
 KU5093.The geoid height was determined by GEOID03.
 KU5093
 KU5093;                    North         East     Units Scale Factor Converg.
 KU5093;SPC NY L     -    67,539.856   344,136.401   MT  0.99999579   +0 20 31.1
 KU5093;SPC NY L     -   221,587.01  1,129,054.18   sFT  0.99999579   +0 20 31.1
 KU5093;UTM  18      - 4,514,751.038   628,509.978   MT  0.99980327   +0 59 40.7
 KU5093
 KU5093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5093!SPC NY L     -   0.99999860  x   0.99999579  =   0.99999439
 KU5093!UTM  18      -   0.99999860  x   0.99980327  =   0.99980187
 KU5093
 KU5093|---------------------------------------------------------------------|
 KU5093| PID    Reference Object                     Distance      Geod. Az  |
 KU5093|                                                           dddmmss.s |
 KU5093| KU5077 16E 15N                             352.151 METERS 18408     |
 KU5093| KU5078 16E 16N                             APPROX. 1.1 KM 3490018.1 |
 KU5093|---------------------------------------------------------------------|
 KU5093
 KU5093                          SUPERSEDED SURVEY CONTROL
 KU5093
 KU5093  ELLIP H (01/11/99)    8.93   (m)                       GP(       ) 4 1
 KU5093  NAD 83(1996)-  40 46 25.30628(N)    073 28 37.88171(W) AD(       ) 1
 KU5093  NAD 83(1992)-  40 46 25.30614(N)    073 28 37.88143(W) AD(       ) 1
 KU5093  NAD 83(1986)-  40 46 25.30695(N)    073 28 37.88258(W) AD(       ) 1
 KU5093  NGVD 29 (03/24/92)   40.3    (m)          132.     (f) GPS OBS        
 KU5093
 KU5093.Superseded values are not recommended for survey control.
 KU5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5093.See file dsdata.txt to determine how the superseded data were derived.
 KU5093
 KU5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2851014751(NAD 83)
 KU5093_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5093_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5093_STAMPING: 16E15NAZ
 KU5093_MARK LOGO: NYDPW 
 KU5093_PROJECTION: RECESSED 8 CENTIMETERS
 KU5093_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5093+STABILITY: POSITION/ELEVATION WELL
 KU5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5093+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5093_ROD/PIPE-DEPTH: 20.6 meters
 KU5093_SLEEVE-DEPTH  : 1.52 meters
 KU5093
 KU5093  HISTORY     - Date     Condition        Report By
 KU5093  HISTORY     - 1989     MONUMENTED       SBAS
 KU5093  HISTORY     - 19910115 GOOD
 KU5093
 KU5093                          STATION DESCRIPTION
 KU5093
 KU5093'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5093'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 27 FEET
 KU5093'(8.2 M) EAST OF THE CENTERLINE OF GERHARD ROAD AND 340 FEET
 KU5093'(103.6 M) SOUTH OF THE CENTERLINE OF OLD COUNTRY ROAD,IN THE GRASS
 KU5093'PORTION OF THE TRAFFIC ISLAND.
 KU5093'THE LOCATION TIES ARE 42.6 FEET (13.0 M) FROM THE CENTER OF THE
 KU5093'NORTHERLY SEWER MANHOLE, 50.4 FEET (15.4 M) FROM THE CENTER OF THE
 KU5093'SOUTHERLY SEWER MANHOLE AND 46.2 FEET (14.1 M) FROM THE CENTER OF THE
 KU5093'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 64S.
 KU5093
 KU5093                          STATION RECOVERY (1991)
 KU5093
 KU5093'RECOVERED 1991
 KU5093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5078 ***********************************************************************
 KU5078  DESIGNATION -  16E 16N
 KU5078  PID         -  KU5078
 KU5078  STATE/COUNTY-  NY/NASSAU
 KU5078  USGS QUAD   -  HUNTINGTON (1979)
 KU5078
 KU5078                         *CURRENT SURVEY CONTROL
 KU5078  ___________________________________________________________________
 KU5078* NAD 83(1996)-  40 46 58.88604(N)    073 28 46.46672(W)     ADJUSTED  
 KU5078* NAVD 88     -        49.3    (meters)     162.     (feet)  VERTCON   
 KU5078  ___________________________________________________________________
 KU5078  X           -   1,375,258.792 (meters)                     COMP
 KU5078  Y           -  -4,636,725.196 (meters)                     COMP
 KU5078  Z           -   4,144,220.094 (meters)                     COMP
 KU5078  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 KU5078  ELLIP HEIGHT-          18.30  (meters)          (12/03/02) GPS OBS
 KU5078  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 KU5078
 KU5078  HORZ ORDER  -  FIRST
 KU5078  ELLP ORDER  -  FOURTH    CLASS II
 KU5078
 KU5078.The horizontal coordinates were established by GPS observations
 KU5078.and adjusted by the National Geodetic Survey in January 1999..
 KU5078
 KU5078.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5078
 KU5078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5078
 KU5078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5078
 KU5078.The ellipsoidal height was determined by GPS observations
 KU5078.and is referenced to NAD 83.
 KU5078
 KU5078.The geoid height was determined by GEOID03.
 KU5078
 KU5078;                    North         East     Units Scale Factor Converg.
 KU5078;SPC NY L     -    68,574.564   343,928.952   MT  0.99999558   +0 20 25.4
 KU5078;SPC NY L     -   224,981.72  1,128,373.57   sFT  0.99999558   +0 20 25.4
 KU5078;UTM  18      - 4,515,783.117   628,290.797   MT  0.99980258   +0 59 35.8
 KU5078
 KU5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5078!SPC NY L     -   0.99999713  x   0.99999558  =   0.99999271
 KU5078!UTM  18      -   0.99999713  x   0.99980258  =   0.99979971
 KU5078
 KU5078:                Primary Azimuth Mark                     Grid Az
 KU5078:SPC NY L     -  16E 15N AZ                               168 39 47.1
 KU5078:UTM  18      -  16E 15N AZ                               168 00 36.7
 KU5078
 KU5078|---------------------------------------------------------------------|
 KU5078| PID    Reference Object                     Distance      Geod. Az  |
 KU5078|                                                           dddmmss.s |
 KU5078| KU5093 16E 15N AZ                          APPROX. 1.1 KM 1690012.5 |
 KU5078| KU5094 16E 16N AZ                          233.223 METERS 23713     |
 KU5078|---------------------------------------------------------------------|
 KU5078
 KU5078                          SUPERSEDED SURVEY CONTROL
 KU5078
 KU5078  ELLIP H (01/11/99)   18.30   (m)                       GP(       ) 4 1
 KU5078  NAD 83(1996)-  40 46 58.88899(N)    073 28 46.46565(W) AD(       ) 1
 KU5078  NAD 83(1992)-  40 46 58.88885(N)    073 28 46.46537(W) AD(       ) 1
 KU5078  NAD 83(1986)-  40 46 58.88965(N)    073 28 46.46658(W) AD(       ) 1
 KU5078  NGVD 29 (03/24/92)   49.6    (m)          163.     (f) GPS OBS        
 KU5078
 KU5078.Superseded values are not recommended for survey control.
 KU5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5078.See file dsdata.txt to determine how the superseded data were derived.
 KU5078
 KU5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2829115783(NAD 83)
 KU5078_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5078_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5078_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5078_STAMPING: 16E16N
 KU5078_MARK LOGO: NYDPW 
 KU5078_PROJECTION: RECESSED 8 CENTIMETERS
 KU5078_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5078+STABILITY: POSITION/ELEVATION WELL
 KU5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5078+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1990
 KU5078_ROD/PIPE-DEPTH: 20.6 meters
 KU5078_SLEEVE-DEPTH  : 1.52 meters
 KU5078
 KU5078  HISTORY     - Date     Condition        Report By
 KU5078  HISTORY     - 1989     MONUMENTED       SBAS
 KU5078  HISTORY     - 19900112 GOOD
 KU5078
 KU5078                          STATION DESCRIPTION
 KU5078
 KU5078'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5078'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 265 FEET
 KU5078'(80.8 M) WEST OF THE CENTERLINE OF CENTRAL PARK ROAD AND 26 FEET
 KU5078'(7.9 M) SOUTH OF THE CENTERLINE OF SOUTHERN PARKWAY,IN THE CONCRETE
 KU5078'SIDEWALK.
 KU5078'THE LOCATION TIES ARE 85.7 FEET (26.1 M) FROM THE NEW YORK TELEPHONE
 KU5078'UTILITY POLE NUMBER 3, 96.5 FEET (29.4 M) FROM THE UTILITY POLE
 KU5078'NUMBER 2 AND 95.6 FEET (29.1 M) FROM THE SEWER MANHOLE.
 KU5078
 KU5078                          STATION RECOVERY (1990)
 KU5078
 KU5078'RECOVERED 1990
 KU5078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5094 ***********************************************************************
 KU5094  DESIGNATION -  16E 16N AZ
 KU5094  PID         -  KU5094
 KU5094  STATE/COUNTY-  NY/NASSAU
 KU5094  USGS QUAD   -  HUNTINGTON (1979)
 KU5094
 KU5094                         *CURRENT SURVEY CONTROL
 KU5094  ___________________________________________________________________
 KU5094* NAD 83(1996)-  40 46 54.79177(N)    073 28 54.82862(W)     ADJUSTED  
 KU5094* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 KU5094  ___________________________________________________________________
 KU5094  X           -   1,375,094.534 (meters)                     COMP
 KU5094  Y           -  -4,636,860.907 (meters)                     COMP
 KU5094  Z           -   4,144,125.246 (meters)                     COMP
 KU5094  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KU5094  ELLIP HEIGHT-          19.50  (meters)          (12/03/02) GPS OBS
 KU5094  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU5094
 KU5094  HORZ ORDER  -  FIRST
 KU5094  ELLP ORDER  -  FOURTH    CLASS II
 KU5094
 KU5094.The horizontal coordinates were established by GPS observations
 KU5094.and adjusted by the National Geodetic Survey in January 1999..
 KU5094
 KU5094.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5094
 KU5094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5094
 KU5094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5094
 KU5094.The ellipsoidal height was determined by GPS observations
 KU5094.and is referenced to NAD 83.
 KU5094
 KU5094.The geoid height was determined by GEOID03.
 KU5094
 KU5094;                    North         East     Units Scale Factor Converg.
 KU5094;SPC NY L     -    68,447.108   343,733.639   MT  0.99999561   +0 20 20.0
 KU5094;SPC NY L     -   224,563.55  1,127,732.78   sFT  0.99999561   +0 20 20.0
 KU5094;UTM  18      - 4,515,653.468   628,096.986   MT  0.99980197   +0 59 30.2
 KU5094
 KU5094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5094!SPC NY L     -   0.99999694  x   0.99999561  =   0.99999255
 KU5094!UTM  18      -   0.99999694  x   0.99980197  =   0.99979891
 KU5094
 KU5094|---------------------------------------------------------------------|
 KU5094| PID    Reference Object                     Distance      Geod. Az  |
 KU5094|                                                           dddmmss.s |
 KU5094| KU5078 16E 16N                             233.223 METERS 05713     |
 KU5094|---------------------------------------------------------------------|
 KU5094
 KU5094                          SUPERSEDED SURVEY CONTROL
 KU5094
 KU5094  ELLIP H (01/11/99)   19.50   (m)                       GP(       ) 4 1
 KU5094  NAD 83(1996)-  40 46 54.79473(N)    073 28 54.82755(W) AD(       ) 1
 KU5094  NAD 83(1992)-  40 46 54.79458(N)    073 28 54.82727(W) AD(       ) 1
 KU5094  NAD 83(1986)-  40 46 54.79532(N)    073 28 54.82849(W) AD(       ) 1
 KU5094  NGVD 29 (03/24/92)   50.8    (m)          167.     (f) GPS OBS        
 KU5094
 KU5094.Superseded values are not recommended for survey control.
 KU5094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5094.See file dsdata.txt to determine how the superseded data were derived.
 KU5094
 KU5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2809715653(NAD 83)
 KU5094_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5094_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5094_STAMPING: 16E16NAZ
 KU5094_MARK LOGO: NYDPW 
 KU5094_PROJECTION: RECESSED 8 CENTIMETERS
 KU5094_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5094+STABILITY: POSITION/ELEVATION WELL
 KU5094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5094+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1990
 KU5094_ROD/PIPE-DEPTH: 20.6 meters
 KU5094_SLEEVE-DEPTH  : 1.52 meters
 KU5094
 KU5094  HISTORY     - Date     Condition        Report By
 KU5094  HISTORY     - 1989     MONUMENTED       SBAS
 KU5094  HISTORY     - 19900411 GOOD
 KU5094
 KU5094                          STATION DESCRIPTION
 KU5094
 KU5094'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5094'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BY, 48 FEET
 KU5094'(14.6 M) EAST OF THE CENTERLINE OF RUBY LANE AND 26 FEET (7.9 M)
 KU5094'SOUTH OF THE CENTERLINE OF SOUTHERN PARKWAY,IN THE CONCRETE SIDEWALK.
 KU5094'THE LOCATION TIES ARE 25.0 FEET (7.6 M) FROM THE NORTHERLY SEWER
 KU5094'MANHOLE, 69.0 FEET (21.0 M) FROM THE NORTH EASTERLY MANHOLE AND 56.7
 KU5094'FEET (17.3 M) FROM THE UTILITY POLE.
 KU5094
 KU5094                          STATION RECOVERY (1990)
 KU5094
 KU5094'RECOVERED 1990
 KU5094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5079 ***********************************************************************
 KU5079  DESIGNATION -  16E 17N
 KU5079  PID         -  KU5079
 KU5079  STATE/COUNTY-  NY/NASSAU
 KU5079  USGS QUAD   -  HUNTINGTON (1979)
 KU5079
 KU5079                         *CURRENT SURVEY CONTROL
 KU5079  ___________________________________________________________________
 KU5079* NAD 83(1996)-  40 48 00.12707(N)    073 28 39.56836(W)     ADJUSTED  
 KU5079* NAVD 88     -        58.1    (meters)     191.     (feet)  VERTCON   
 KU5079  ___________________________________________________________________
 KU5079  X           -   1,375,064.784 (meters)                     COMP
 KU5079  Y           -  -4,635,502.411 (meters)                     COMP
 KU5079  Z           -   4,145,656.119 (meters)                     COMP
 KU5079  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 KU5079  ELLIP HEIGHT-          27.16  (meters)          (12/03/02) GPS OBS
 KU5079  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU5079
 KU5079  HORZ ORDER  -  FIRST
 KU5079  ELLP ORDER  -  FOURTH    CLASS II
 KU5079
 KU5079.The horizontal coordinates were established by GPS observations
 KU5079.and adjusted by the National Geodetic Survey in January 1999..
 KU5079
 KU5079.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5079
 KU5079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5079
 KU5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5079
 KU5079.The ellipsoidal height was determined by GPS observations
 KU5079.and is referenced to NAD 83.
 KU5079
 KU5079.The geoid height was determined by GEOID03.
 KU5079
 KU5079;                    North         East     Units Scale Factor Converg.
 KU5079;SPC NY L     -    70,464.598   344,079.432   MT  0.99999528   +0 20 30.0
 KU5079;SPC NY L     -   231,182.60  1,128,867.27   sFT  0.99999528   +0 20 30.0
 KU5079;UTM  18      - 4,517,674.379   628,419.700   MT  0.99980299   +0 59 41.5
 KU5079
 KU5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5079!SPC NY L     -   0.99999574  x   0.99999528  =   0.99999102
 KU5079!UTM  18      -   0.99999574  x   0.99980299  =   0.99979873
 KU5079
 KU5079|---------------------------------------------------------------------|
 KU5079| PID    Reference Object                     Distance      Geod. Az  |
 KU5079|                                                           dddmmss.s |
 KU5079| KU5095 16E 17N AZ                          294.148 METERS 00838     |
 KU5079|---------------------------------------------------------------------|
 KU5079
 KU5079                          SUPERSEDED SURVEY CONTROL
 KU5079
 KU5079  ELLIP H (01/11/99)   27.17   (m)                       GP(       ) 4 1
 KU5079  NAD 83(1996)-  40 48 00.13002(N)    073 28 39.56729(W) AD(       ) 1
 KU5079  NAD 83(1992)-  40 48 00.12987(N)    073 28 39.56702(W) AD(       ) 1
 KU5079  NAD 83(1986)-  40 48 00.13071(N)    073 28 39.56829(W) AD(       ) 1
 KU5079  NGVD 29 (03/24/92)   58.5    (m)          192.     (f) GPS OBS        
 KU5079
 KU5079.Superseded values are not recommended for survey control.
 KU5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5079.See file dsdata.txt to determine how the superseded data were derived.
 KU5079
 KU5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2842017674(NAD 83)
 KU5079_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5079_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5079_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5079_STAMPING: 16E17N
 KU5079_MARK LOGO: NYDPW 
 KU5079_PROJECTION: RECESSED 8 CENTIMETERS
 KU5079_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5079+STABILITY: POSITION/ELEVATION WELL
 KU5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5079+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1991
 KU5079_ROD/PIPE-DEPTH: 20.6 meters
 KU5079_SLEEVE-DEPTH  : 1.52 meters
 KU5079
 KU5079  HISTORY     - Date     Condition        Report By
 KU5079  HISTORY     - 1989     MONUMENTED       SBAS
 KU5079  HISTORY     - 19910118 GOOD
 KU5079
 KU5079                          STATION DESCRIPTION
 KU5079
 KU5079'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5079'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 414 FEET
 KU5079'(126.2 M) NORTH OF THE CENTERLINE OF SUNNYSIDE BOULEVARD EXTENTION
 KU5079'(WALDEMAR) AND 23 FEET (7.0 M) EAST OF THE CENTERLINE OF FROEHLICH
 KU5079'FARM BOULEVARD,IN THE GRASS ADJACENT TO THE CURB.
 KU5079'THE LOCATION TIES ARE 62.9 FEET (19.2 M) FROM THE NORTH WEST CORNER OF
 KU5079'THE CONCRETE TRANSFORMER PAD, 23.9 FEET (7.3 M) FROM THE SOUTH WEST
 KU5079'CORNER OF THE CATCH BASIN ON THE EAST SIDE OF FROEHLICH FARM
 KU5079'BOULEVARD AND 46.2 FEET (14.1 M) FROM THE CENTER OF THE HYDRANT ON
 KU5079'THE WEST SIDE OF FROEHLICH FARM BOULEVARD.
 KU5079
 KU5079                          STATION RECOVERY (1991)
 KU5079
 KU5079'RECOVERED 1991
 KU5079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5095 ***********************************************************************
 KU5095  DESIGNATION -  16E 17N AZ
 KU5095  PID         -  KU5095
 KU5095  STATE/COUNTY-  NY/NASSAU
 KU5095  USGS QUAD   -  HUNTINGTON (1979)
 KU5095
 KU5095                         *CURRENT SURVEY CONTROL
 KU5095  ___________________________________________________________________
 KU5095* NAD 83(1996)-  40 48 09.55452(N)    073 28 37.68361(W)     ADJUSTED  
 KU5095* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 KU5095  ___________________________________________________________________
 KU5095  X           -   1,375,053.541 (meters)                     COMP
 KU5095  Y           -  -4,635,309.161 (meters)                     COMP
 KU5095  Z           -   4,145,877.604 (meters)                     COMP
 KU5095  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KU5095  ELLIP HEIGHT-          29.22  (meters)          (12/03/02) GPS OBS
 KU5095  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU5095
 KU5095  HORZ ORDER  -  FIRST
 KU5095  ELLP ORDER  -  FOURTH    CLASS II
 KU5095
 KU5095.The horizontal coordinates were established by GPS observations
 KU5095.and adjusted by the National Geodetic Survey in January 1999..
 KU5095
 KU5095.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5095
 KU5095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5095
 KU5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5095
 KU5095.The ellipsoidal height was determined by GPS observations
 KU5095.and is referenced to NAD 83.
 KU5095
 KU5095.The geoid height was determined by GEOID03.
 KU5095
 KU5095;                    North         East     Units Scale Factor Converg.
 KU5095;SPC NY L     -    70,755.666   344,121.877   MT  0.99999524   +0 20 31.2
 KU5095;SPC NY L     -   232,137.55  1,129,006.52   sFT  0.99999524   +0 20 31.2
 KU5095;UTM  18      - 4,517,965.855   628,458.816   MT  0.99980311   +0 59 42.9
 KU5095
 KU5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5095!SPC NY L     -   0.99999542  x   0.99999524  =   0.99999066
 KU5095!UTM  18      -   0.99999542  x   0.99980311  =   0.99979853
 KU5095
 KU5095|---------------------------------------------------------------------|
 KU5095| PID    Reference Object                     Distance      Geod. Az  |
 KU5095|                                                           dddmmss.s |
 KU5095| KU5079 16E 17N                             294.148 METERS 18838     |
 KU5095|---------------------------------------------------------------------|
 KU5095
 KU5095                          SUPERSEDED SURVEY CONTROL
 KU5095
 KU5095  ELLIP H (01/11/99)   29.22   (m)                       GP(       ) 4 1
 KU5095  NAD 83(1996)-  40 48 09.55746(N)    073 28 37.68255(W) AD(       ) 1
 KU5095  NAD 83(1992)-  40 48 09.55732(N)    073 28 37.68228(W) AD(       ) 1
 KU5095  NAD 83(1986)-  40 48 09.55817(N)    073 28 37.68359(W) AD(       ) 1
 KU5095  NGVD 29 (03/24/92)   60.5    (m)          198.     (f) GPS OBS        
 KU5095
 KU5095.Superseded values are not recommended for survey control.
 KU5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5095.See file dsdata.txt to determine how the superseded data were derived.
 KU5095
 KU5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2845917966(NAD 83)
 KU5095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5095_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5095_STAMPING: 16E17NAZ
 KU5095_MARK LOGO: NYDPW 
 KU5095_PROJECTION: RECESSED 8 CENTIMETERS
 KU5095_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5095+STABILITY: POSITION/ELEVATION WELL
 KU5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5095+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5095_ROD/PIPE-DEPTH: 20.6 meters
 KU5095_SLEEVE-DEPTH  : 1.52 meters
 KU5095
 KU5095  HISTORY     - Date     Condition        Report By
 KU5095  HISTORY     - 1989     MONUMENTED       SBAS
 KU5095  HISTORY     - 19910221 GOOD
 KU5095
 KU5095                          STATION DESCRIPTION
 KU5095
 KU5095'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5095'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 22 FEET (6.7 M)
 KU5095'EAST OF THE CENTERLINE OF FROEHLICH FARM BOULEVARD AND 1385 FEET
 KU5095'(422.1 M) NORTH OF THE CENTERLINE OF SUNNYSIDE BOULEVARD EXTENSION
 KU5095'(WALDEMAR),IN THE GRASS ADJACENT TO THE CURB.
 KU5095'THE LOCATION TIES ARE 98.5 FEET (30.0 M) FROM THE SOUTH WEST CORNER OF
 KU5095'THE CATCH BASIN, 39.2 FEET (11.9 M) FROM THE CENTER OF THE SEWER
 KU5095'MANHOLE AND 48.1 FEET (14.7 M) FROM THE CONCRETE CURB ON THE SOUTH
 KU5095'SIDE OF THE ENTRANCE TO THE XEROX PARKING LOT.
 KU5095
 KU5095                          STATION RECOVERY (1991)
 KU5095
 KU5095'RECOVERED 1991
 KU5095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5080 ***********************************************************************
 KU5080  DESIGNATION -  16E 18N
 KU5080  PID         -  KU5080
 KU5080  STATE/COUNTY-  NY/NASSAU
 KU5080  USGS QUAD   -  HUNTINGTON (1979)
 KU5080
 KU5080                         *CURRENT SURVEY CONTROL
 KU5080  ___________________________________________________________________
 KU5080* NAD 83(1996)-  40 48 51.70400(N)    073 28 36.57077(W)     ADJUSTED  
 KU5080* NAVD 88     -        70.8    (meters)     232.     (feet)  VERTCON   
 KU5080  ___________________________________________________________________
 KU5080  X           -   1,374,839.179 (meters)                     COMP
 KU5080  Y           -  -4,634,494.841 (meters)                     COMP
 KU5080  Z           -   4,146,868.693 (meters)                     COMP
 KU5080  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KU5080  ELLIP HEIGHT-          39.88  (meters)          (12/03/02) GPS OBS
 KU5080  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU5080
 KU5080  HORZ ORDER  -  FIRST
 KU5080  ELLP ORDER  -  FOURTH    CLASS II
 KU5080
 KU5080.The horizontal coordinates were established by GPS observations
 KU5080.and adjusted by the National Geodetic Survey in January 1999..
 KU5080
 KU5080.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5080
 KU5080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5080
 KU5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5080
 KU5080.The ellipsoidal height was determined by GPS observations
 KU5080.and is referenced to NAD 83.
 KU5080
 KU5080.The geoid height was determined by GEOID03.
 KU5080
 KU5080;                    North         East     Units Scale Factor Converg.
 KU5080;SPC NY L     -    72,055.989   344,140.196   MT  0.99999509   +0 20 31.9
 KU5080;SPC NY L     -   236,403.69  1,129,066.63   sFT  0.99999509   +0 20 31.9
 KU5080;UTM  18      - 4,519,266.053   628,462.306   MT  0.99980312   +0 59 44.5
 KU5080
 KU5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5080!SPC NY L     -   0.99999374  x   0.99999509  =   0.99998883
 KU5080!UTM  18      -   0.99999374  x   0.99980312  =   0.99979687
 KU5080
 KU5080|---------------------------------------------------------------------|
 KU5080| PID    Reference Object                     Distance      Geod. Az  |
 KU5080|                                                           dddmmss.s |
 KU5080| KU5096 16E 18N AZ                          325.900 METERS 07311     |
 KU5080| KU5095 16E 17N AZ                          APPROX. 1.3 KM 1810857.7 |
 KU5080|---------------------------------------------------------------------|
 KU5080
 KU5080                          SUPERSEDED SURVEY CONTROL
 KU5080
 KU5080  ELLIP H (01/11/99)   39.89   (m)                       GP(       ) 4 1
 KU5080  NAD 83(1996)-  40 48 51.70694(N)    073 28 36.56972(W) AD(       ) 1
 KU5080  NAD 83(1992)-  40 48 51.70680(N)    073 28 36.56945(W) AD(       ) 1
 KU5080  NAD 83(1986)-  40 48 51.70764(N)    073 28 36.57080(W) AD(       ) 1
 KU5080  NGVD 29 (03/24/92)   71.1    (m)          233.     (f) GPS OBS        
 KU5080
 KU5080.Superseded values are not recommended for survey control.
 KU5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5080.See file dsdata.txt to determine how the superseded data were derived.
 KU5080
 KU5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2846219266(NAD 83)
 KU5080_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5080_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5080_STAMPING: 16E18N
 KU5080_MARK LOGO: NYDPW 
 KU5080_PROJECTION: RECESSED 8 CENTIMETERS
 KU5080_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5080+STABILITY: POSITION/ELEVATION WELL
 KU5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5080+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1990
 KU5080_ROD/PIPE-DEPTH: 10.0 meters
 KU5080_SLEEVE-DEPTH  : 1.52 meters
 KU5080
 KU5080  HISTORY     - Date     Condition        Report By
 KU5080  HISTORY     - 1989     MONUMENTED       SBAS
 KU5080  HISTORY     - 19900125 GOOD
 KU5080
 KU5080                          STATION DESCRIPTION
 KU5080
 KU5080'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5080'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 98 FEET
 KU5080'(29.9 M) EAST OF THE CENTERLINE OF PIQUETS LANE AND 31 FEET (9.4 M)
 KU5080'SOUTH OF THE CENTERLINE OF JERICHO TURNPIKE,IN THE CONCRETE SIDEWALK.
 KU5080'THE LOCATION TIES ARE 63.6 FEET (19.4 M) FROM THE LONG ISLAND LIGHTING
 KU5080'COMPANY UTILITY POLE NUMBER 818, 51.2 FEET (15.6 M) FROM THE NEW YORK
 KU5080'TELEPHONE UTILITY POLE NUMBER 819, 41.8 FEET (12.7 M) FROM THE SEWER
 KU5080'MANHOLE AND 4.0 FEET (1.2 M) FROM THE FACE OF THE CURB.
 KU5080
 KU5080                          STATION RECOVERY (1990)
 KU5080
 KU5080'RECOVERED 1990
 KU5080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5096 ***********************************************************************
 KU5096  DESIGNATION -  16E 18N AZ
 KU5096  PID         -  KU5096
 KU5096  STATE/COUNTY-  NY/NASSAU
 KU5096  USGS QUAD   -  HUNTINGTON (1979)
 KU5096
 KU5096                         *CURRENT SURVEY CONTROL
 KU5096  ___________________________________________________________________
 KU5096* NAD 83(1996)-  40 48 54.76103(N)    073 28 23.25978(W)     ADJUSTED  
 KU5096* NAVD 88     -        68.4    (meters)     224.     (feet)  VERTCON   
 KU5096  ___________________________________________________________________
 KU5096  X           -   1,375,120.221 (meters)                     COMP
 KU5096  Y           -  -4,634,345.327 (meters)                     COMP
 KU5096  Z           -   4,146,938.540 (meters)                     COMP
 KU5096  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KU5096  ELLIP HEIGHT-          37.55  (meters)          (12/03/02) GPS OBS
 KU5096  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU5096
 KU5096  HORZ ORDER  -  FIRST
 KU5096  ELLP ORDER  -  FOURTH    CLASS II
 KU5096
 KU5096.The horizontal coordinates were established by GPS observations
 KU5096.and adjusted by the National Geodetic Survey in January 1999..
 KU5096
 KU5096.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5096
 KU5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5096
 KU5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5096
 KU5096.The ellipsoidal height was determined by GPS observations
 KU5096.and is referenced to NAD 83.
 KU5096
 KU5096.The geoid height was determined by GEOID03.
 KU5096
 KU5096;                    North         East     Units Scale Factor Converg.
 KU5096;SPC NY L     -    72,152.158   344,451.583   MT  0.99999508   +0 20 40.6
 KU5096;SPC NY L     -   236,719.21  1,130,088.24   sFT  0.99999508   +0 20 40.6
 KU5096;UTM  18      - 4,519,365.748   628,772.515   MT  0.99980410   +0 59 53.3
 KU5096
 KU5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5096!SPC NY L     -   0.99999411  x   0.99999508  =   0.99998919
 KU5096!UTM  18      -   0.99999411  x   0.99980410  =   0.99979821
 KU5096
 KU5096|---------------------------------------------------------------------|
 KU5096| PID    Reference Object                     Distance      Geod. Az  |
 KU5096|                                                           dddmmss.s |
 KU5096| KU5080 16E 18N                             325.900 METERS 25311     |
 KU5096|---------------------------------------------------------------------|
 KU5096
 KU5096                          SUPERSEDED SURVEY CONTROL
 KU5096
 KU5096  ELLIP H (01/11/99)   37.55   (m)                       GP(       ) 4 1
 KU5096  NAD 83(1996)-  40 48 54.76396(N)    073 28 23.25873(W) AD(       ) 1
 KU5096  NAD 83(1992)-  40 48 54.76382(N)    073 28 23.25847(W) AD(       ) 1
 KU5096  NAD 83(1986)-  40 48 54.76466(N)    073 28 23.25985(W) AD(       ) 1
 KU5096  NGVD 29 (03/24/92)   68.8    (m)          226.     (f) GPS OBS        
 KU5096
 KU5096.Superseded values are not recommended for survey control.
 KU5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5096.See file dsdata.txt to determine how the superseded data were derived.
 KU5096
 KU5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2877319366(NAD 83)
 KU5096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5096_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5096_STAMPING: 16E18NAZ
 KU5096_MARK LOGO: NYDPW 
 KU5096_PROJECTION: RECESSED 8 CENTIMETERS
 KU5096_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5096+STABILITY: POSITION/ELEVATION WELL
 KU5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5096+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 KU5096_ROD/PIPE-DEPTH: 15.2 meters
 KU5096_SLEEVE-DEPTH  : 1.52 meters
 KU5096
 KU5096  HISTORY     - Date     Condition        Report By
 KU5096  HISTORY     - 1989     MONUMENTED       SBAS
 KU5096  HISTORY     - 19900420 GOOD
 KU5096
 KU5096                          STATION DESCRIPTION
 KU5096
 KU5096'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5096'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 1178 FEET
 KU5096'(359.1 M) EAST OF THE CENTERLINE OF SOUTH WOODS ROAD AND 33 FEET
 KU5096'(10.1 M) NORTH OF THE CENTERLINE OF JERICHO TURNPIKE,IN THE CONCRETE
 KU5096'SIDEWALK.
 KU5096'THE LOCATION TIES ARE 28.6 FEET (8.7 M) FROM THE EASTERLY SEWER
 KU5096'MANHOLE, 57.5 FEET (17.5 M) FROM THE WESTERLY SEWER MANHOLE AND 30.4
 KU5096'FEET (9.3 M) FROM THE WATER METER OF THE ROSLYN SAVINGS BANK.
 KU5096
 KU5096                          STATION RECOVERY (1990)
 KU5096
 KU5096'RECOVERED 1990
 KU5096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5081 ***********************************************************************
 KU5081  DESIGNATION -  16E 19N
 KU5081  PID         -  KU5081
 KU5081  STATE/COUNTY-  NY/NASSAU
 KU5081  USGS QUAD   -  HUNTINGTON (1979)
 KU5081
 KU5081                         *CURRENT SURVEY CONTROL
 KU5081  ___________________________________________________________________
 KU5081* NAD 83(1996)-  40 49 37.87595(N)    073 28 38.61592(W)     ADJUSTED  
 KU5081* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 KU5081  ___________________________________________________________________
 KU5081  X           -   1,374,527.267 (meters)                     COMP
 KU5081  Y           -  -4,633,611.905 (meters)                     COMP
 KU5081  Z           -   4,147,942.967 (meters)                     COMP
 KU5081  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KU5081  ELLIP HEIGHT-          34.42  (meters)          (12/03/02) GPS OBS
 KU5081  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 KU5081
 KU5081  HORZ ORDER  -  FIRST
 KU5081  ELLP ORDER  -  FOURTH    CLASS II
 KU5081
 KU5081.The horizontal coordinates were established by GPS observations
 KU5081.and adjusted by the National Geodetic Survey in January 1999..
 KU5081
 KU5081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5081
 KU5081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5081
 KU5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5081
 KU5081.The ellipsoidal height was determined by GPS observations
 KU5081.and is referenced to NAD 83.
 KU5081
 KU5081.The geoid height was determined by GEOID03.
 KU5081
 KU5081;                    North         East     Units Scale Factor Converg.
 KU5081;SPC NY L     -    73,479.953   344,083.769   MT  0.99999498   +0 20 30.6
 KU5081;SPC NY L     -   241,075.48  1,128,881.50   sFT  0.99999498   +0 20 30.6
 KU5081;UTM  18      - 4,520,689.007   628,389.652   MT  0.99980289   +0 59 44.1
 KU5081
 KU5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5081!SPC NY L     -   0.99999460  x   0.99999498  =   0.99998958
 KU5081!UTM  18      -   0.99999460  x   0.99980289  =   0.99979749
 KU5081
 KU5081:                Primary Azimuth Mark                     Grid Az
 KU5081:SPC NY L     -  16E 18N                                  177 43 50.7
 KU5081:UTM  18      -  16E 18N                                  177 04 37.2
 KU5081
 KU5081|---------------------------------------------------------------------|
 KU5081| PID    Reference Object                     Distance      Geod. Az  |
 KU5081|                                                           dddmmss.s |
 KU5081| KU5080 16E 18N                             APPROX. 1.4 KM 1780421.3 |
 KU5081|---------------------------------------------------------------------|
 KU5081
 KU5081                          SUPERSEDED SURVEY CONTROL
 KU5081
 KU5081  ELLIP H (01/11/99)   34.42   (m)                       GP(       ) 4 1
 KU5081  NAD 83(1996)-  40 49 37.87888(N)    073 28 38.61486(W) AD(       ) 1
 KU5081  NAD 83(1992)-  40 49 37.87874(N)    073 28 38.61460(W) AD(       ) 1
 KU5081  NAD 83(1986)-  40 49 37.87960(N)    073 28 38.61599(W) AD(       ) 1
 KU5081  NGVD 29 (03/24/92)   65.6    (m)          215.     (f) GPS OBS        
 KU5081
 KU5081.Superseded values are not recommended for survey control.
 KU5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5081.See file dsdata.txt to determine how the superseded data were derived.
 KU5081
 KU5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2839020689(NAD 83)
 KU5081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5081_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5081_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5081_STAMPING: 16E19N
 KU5081_MARK LOGO: NYDPW 
 KU5081_PROJECTION: RECESSED 8 CENTIMETERS
 KU5081_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5081+STABILITY: POSITION/ELEVATION WELL
 KU5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5081+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5081_ROD/PIPE-DEPTH: 20.6 meters
 KU5081_SLEEVE-DEPTH  : 1.52 meters
 KU5081
 KU5081  HISTORY     - Date     Condition        Report By
 KU5081  HISTORY     - 1989     MONUMENTED       SBAS
 KU5081  HISTORY     - 19910221 GOOD
 KU5081
 KU5081                          STATION DESCRIPTION
 KU5081
 KU5081'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5081'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 1079 FEET
 KU5081'(328.9 M) WEST OF THE CENTERLINE OF TURRET LANE AND 18 FEET (5.5 M)
 KU5081'NORTH OF THE CENTERLINE OF VICTOR LANE,IN THE GRASS ADJACENT TO THE
 KU5081'CURB.
 KU5081'THE LOCATION TIES ARE 48.1 FEET (14.7 M) FROM THE WATER METER, 146.7
 KU5081'FEET (44.7 M) FROM THE CATCH BASIN, 51.6 FEET (15.7 M) FROM THE SEWER
 KU5081'MANHOLE AND 2.6 FEET (0.8 M) FROM THE FACE OF THE CURB.
 KU5081
 KU5081                          STATION RECOVERY (1991)
 KU5081
 KU5081'RECOVERED 1991
 KU5081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5097 ***********************************************************************
 KU5097  DESIGNATION -  16E 19N AZ
 KU5097  PID         -  KU5097
 KU5097  STATE/COUNTY-  NY/NASSAU
 KU5097  USGS QUAD   -  HUNTINGTON (1979)
 KU5097
 KU5097                         *CURRENT SURVEY CONTROL
 KU5097  ___________________________________________________________________
 KU5097* NAD 83(1996)-  40 49 39.53282(N)    073 28 23.46002(W)     ADJUSTED  
 KU5097* NAVD 88     -        65.4    (meters)     215.     (feet)  VERTCON   
 KU5097  ___________________________________________________________________
 KU5097  X           -   1,374,858.262 (meters)                     COMP
 KU5097  Y           -  -4,633,478.984 (meters)                     COMP
 KU5097  Z           -   4,147,981.752 (meters)                     COMP
 KU5097  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KU5097  ELLIP HEIGHT-          34.59  (meters)          (12/03/02) GPS OBS
 KU5097  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU5097
 KU5097  HORZ ORDER  -  FIRST
 KU5097  ELLP ORDER  -  FOURTH    CLASS II
 KU5097
 KU5097.The horizontal coordinates were established by GPS observations
 KU5097.and adjusted by the National Geodetic Survey in January 1999..
 KU5097
 KU5097.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5097
 KU5097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5097
 KU5097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5097
 KU5097.The ellipsoidal height was determined by GPS observations
 KU5097.and is referenced to NAD 83.
 KU5097
 KU5097.The geoid height was determined by GEOID03.
 KU5097
 KU5097;                    North         East     Units Scale Factor Converg.
 KU5097;SPC NY L     -    73,533.189   344,438.584   MT  0.99999498   +0 20 40.5
 KU5097;SPC NY L     -   241,250.14  1,130,045.59   sFT  0.99999498   +0 20 40.5
 KU5097;UTM  18      - 4,520,746.277   628,743.768   MT  0.99980401   +0 59 54.1
 KU5097
 KU5097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5097!SPC NY L     -   0.99999457  x   0.99999498  =   0.99998955
 KU5097!UTM  18      -   0.99999457  x   0.99980401  =   0.99979859
 KU5097
 KU5097|---------------------------------------------------------------------|
 KU5097| PID    Reference Object                     Distance      Geod. Az  |
 KU5097|                                                           dddmmss.s |
 KU5097| KU5081 16E 19N                             358.788 METERS 26149     |
 KU5097|---------------------------------------------------------------------|
 KU5097
 KU5097                          SUPERSEDED SURVEY CONTROL
 KU5097
 KU5097  ELLIP H (01/11/99)   34.60   (m)                       GP(       ) 4 1
 KU5097  NAD 83(1996)-  40 49 39.53575(N)    073 28 23.45897(W) AD(       ) 1
 KU5097  NAD 83(1992)-  40 49 39.53561(N)    073 28 23.45870(W) AD(       ) 1
 KU5097  NAD 83(1986)-  40 49 39.53645(N)    073 28 23.46015(W) AD(       ) 1
 KU5097  NGVD 29 (03/24/92)   65.8    (m)          216.     (f) GPS OBS        
 KU5097
 KU5097.Superseded values are not recommended for survey control.
 KU5097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5097.See file dsdata.txt to determine how the superseded data were derived.
 KU5097
 KU5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2874420746(NAD 83)
 KU5097_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5097_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5097_STAMPING: 16E19NAZ
 KU5097_MARK LOGO: NYDPW 
 KU5097_PROJECTION: RECESSED 8 CENTIMETERS
 KU5097_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5097+STABILITY: POSITION/ELEVATION WELL
 KU5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5097+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 KU5097_ROD/PIPE-DEPTH: 20.6 meters
 KU5097_SLEEVE-DEPTH  : 1.52 meters
 KU5097
 KU5097  HISTORY     - Date     Condition        Report By
 KU5097  HISTORY     - 1989     MONUMENTED       SBAS
 KU5097  HISTORY     - 19910212 GOOD
 KU5097
 KU5097                          STATION DESCRIPTION
 KU5097
 KU5097'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5097'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 104 FEET
 KU5097'(31.7 M) EAST OF THE CENTERLINE OF TURRET LANE AND 18 FEET (5.5 M)
 KU5097'NORTH OF THE CENTERLINE OF VICTOR LANE,IN THE GRASS ADJACENT TO THE
 KU5097'CURB.
 KU5097'THE LOCATION TIES ARE 110.1 FEET (33.6 M) FROM THE WATER VALVE, 96.0
 KU5097'FEET (29.3 M) FROM THE DRAIN MANHOLE, 29.7 FEET (9.1 M) FROM THE
 KU5097'LIGHT POLE AND 3.1 FEET (0.9 M) FROM THE FACE OF THE CURB.
 KU5097
 KU5097                          STATION RECOVERY (1991)
 KU5097
 KU5097'RECOVERED 1991
 KU5097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5082 ***********************************************************************
 KU5082  DESIGNATION -  16E 20N
 KU5082  PID         -  KU5082
 KU5082  STATE/COUNTY-  NY/NASSAU
 KU5082  USGS QUAD   -  HUNTINGTON (1979)
 KU5082
 KU5082                         *CURRENT SURVEY CONTROL
 KU5082  ___________________________________________________________________
 KU5082* NAD 83(1996)-  40 50 26.65849(N)    073 28 37.54152(W)     ADJUSTED  
 KU5082* NAVD 88     -        63.3    (meters)     208.     (feet)  VERTCON   
 KU5082  ___________________________________________________________________
 KU5082  X           -   1,374,271.149 (meters)                     COMP
 KU5082  Y           -  -4,632,660.012 (meters)                     COMP
 KU5082  Z           -   4,149,080.259 (meters)                     COMP
 KU5082  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KU5082  ELLIP HEIGHT-          32.48  (meters)          (12/03/02) GPS OBS
 KU5082  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KU5082
 KU5082  HORZ ORDER  -  FIRST
 KU5082  ELLP ORDER  -  FOURTH    CLASS II
 KU5082
 KU5082.The horizontal coordinates were established by GPS observations
 KU5082.and adjusted by the National Geodetic Survey in January 1999..
 KU5082
 KU5082.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5082
 KU5082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5082
 KU5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5082
 KU5082.The ellipsoidal height was determined by GPS observations
 KU5082.and is referenced to NAD 83.
 KU5082
 KU5082.The geoid height was determined by GEOID03.
 KU5082
 KU5082;                    North         East     Units Scale Factor Converg.
 KU5082;SPC NY L     -    74,984.884   344,099.961   MT  0.99999491   +0 20 31.3
 KU5082;SPC NY L     -   246,012.91  1,128,934.62   sFT  0.99999491   +0 20 31.3
 KU5082;UTM  18      - 4,522,193.736   628,388.668   MT  0.99980289   +0 59 45.8
 KU5082
 KU5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5082!SPC NY L     -   0.99999491  x   0.99999491  =   0.99998982
 KU5082!UTM  18      -   0.99999491  x   0.99980289  =   0.99979780
 KU5082
 KU5082|---------------------------------------------------------------------|
 KU5082| PID    Reference Object                     Distance      Geod. Az  |
 KU5082|                                                           dddmmss.s |
 KU5082| KU5098 16E 20N AZ                          237.396 METERS 06849     |
 KU5082|---------------------------------------------------------------------|
 KU5082
 KU5082                          SUPERSEDED SURVEY CONTROL
 KU5082
 KU5082  ELLIP H (01/11/99)   32.48   (m)                       GP(       ) 4 1
 KU5082  NAD 83(1996)-  40 50 26.66141(N)    073 28 37.54048(W) AD(       ) 1
 KU5082  NAD 83(1992)-  40 50 26.66127(N)    073 28 37.54023(W) AD(       ) 1
 KU5082  NAD 83(1986)-  40 50 26.66215(N)    073 28 37.54169(W) AD(       ) 1
 KU5082  NGVD 29 (03/24/92)   63.6    (m)          209.     (f) GPS OBS        
 KU5082
 KU5082.Superseded values are not recommended for survey control.
 KU5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5082.See file dsdata.txt to determine how the superseded data were derived.
 KU5082
 KU5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2838922194(NAD 83)
 KU5082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5082_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5082_STAMPING: 16E20N
 KU5082_MARK LOGO: NYDPW 
 KU5082_PROJECTION: RECESSED 8 CENTIMETERS
 KU5082_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5082+STABILITY: POSITION/ELEVATION WELL
 KU5082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5082+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1990
 KU5082_ROD/PIPE-DEPTH: 20.6 meters
 KU5082_SLEEVE-DEPTH  : 1.52 meters
 KU5082
 KU5082  HISTORY     - Date     Condition        Report By
 KU5082  HISTORY     - 1989     MONUMENTED       SBAS
 KU5082  HISTORY     - 19900201 GOOD
 KU5082
 KU5082                          STATION DESCRIPTION
 KU5082
 KU5082'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5082'THE POINT IS LOCATED IN LAUREL HOLLOW, TOWN OF OYSTER BAY, 10 FEET
 KU5082'(3.0 M) SOUTH OF THE CENTERLINE OF LAUREL LANE AND 710 FEET
 KU5082'(216.4 M) WEST OF THE CENTERLINE OF LAUREL COURT,IN THE PAVED
 KU5082'ROADWAY.
 KU5082'THE LOCATION TIES ARE 31.4 FEET (9.6 M) FROM THE HYDRANT, 49.4 FEET
 KU5082'(15.1 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 6, 99.6 FEET
 KU5082'(30.4 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 7 AND 1.2
 KU5082'FEET (0.4 M) FROM THE FACE OF THE CURB.
 KU5082
 KU5082                          STATION RECOVERY (1990)
 KU5082
 KU5082'RECOVERED 1990
 KU5082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5098 ***********************************************************************
 KU5098  DESIGNATION -  16E 20N AZ
 KU5098  PID         -  KU5098
 KU5098  STATE/COUNTY-  NY/NASSAU
 KU5098  USGS QUAD   -  HUNTINGTON (1979)
 KU5098
 KU5098                         *CURRENT SURVEY CONTROL
 KU5098  ___________________________________________________________________
 KU5098* NAD 83(1996)-  40 50 29.43887(N)    073 28 28.09249(W)     ADJUSTED  
 KU5098* NAVD 88     -        62.1    (meters)     204.     (feet)  VERTCON   
 KU5098  ___________________________________________________________________
 KU5098  X           -   1,374,467.169 (meters)                     COMP
 KU5098  Y           -  -4,632,542.445 (meters)                     COMP
 KU5098  Z           -   4,149,144.393 (meters)                     COMP
 KU5098  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 KU5098  ELLIP HEIGHT-          31.33  (meters)          (12/03/02) GPS OBS
 KU5098  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KU5098
 KU5098  HORZ ORDER  -  FIRST
 KU5098  ELLP ORDER  -  FOURTH    CLASS II
 KU5098
 KU5098.The horizontal coordinates were established by GPS observations
 KU5098.and adjusted by the National Geodetic Survey in January 1999..
 KU5098
 KU5098.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5098
 KU5098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5098
 KU5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5098
 KU5098.The ellipsoidal height was determined by GPS observations
 KU5098.and is referenced to NAD 83.
 KU5098
 KU5098.The geoid height was determined by GEOID03.
 KU5098
 KU5098;                    North         East     Units Scale Factor Converg.
 KU5098;SPC NY L     -    75,071.974   344,320.804   MT  0.99999491   +0 20 37.5
 KU5098;SPC NY L     -   246,298.63  1,129,659.17   sFT  0.99999491   +0 20 37.5
 KU5098;UTM  18      - 4,522,283.324   628,608.461   MT  0.99980358   +0 59 52.0
 KU5098
 KU5098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5098!SPC NY L     -   0.99999509  x   0.99999491  =   0.99999000
 KU5098!UTM  18      -   0.99999509  x   0.99980358  =   0.99979867
 KU5098
 KU5098|---------------------------------------------------------------------|
 KU5098| PID    Reference Object                     Distance      Geod. Az  |
 KU5098|                                                           dddmmss.s |
 KU5098| KU5082 16E 20N                             237.396 METERS 24849     |
 KU5098|---------------------------------------------------------------------|
 KU5098
 KU5098                          SUPERSEDED SURVEY CONTROL
 KU5098
 KU5098  ELLIP H (01/11/99)   31.33   (m)                       GP(       ) 4 1
 KU5098  NAD 83(1996)-  40 50 29.44178(N)    073 28 28.09145(W) AD(       ) 1
 KU5098  NAD 83(1992)-  40 50 29.44164(N)    073 28 28.09120(W) AD(       ) 1
 KU5098  NAD 83(1986)-  40 50 29.44250(N)    073 28 28.09268(W) AD(       ) 1
 KU5098  NGVD 29 (03/24/92)   62.5    (m)          205.     (f) GPS OBS        
 KU5098
 KU5098.Superseded values are not recommended for survey control.
 KU5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5098.See file dsdata.txt to determine how the superseded data were derived.
 KU5098
 KU5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2860822283(NAD 83)
 KU5098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5098_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5098_STAMPING: 16E20NAZ
 KU5098_MARK LOGO: NYDPW 
 KU5098_PROJECTION: RECESSED 8 CENTIMETERS
 KU5098_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5098+STABILITY: POSITION/ELEVATION WELL
 KU5098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5098+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 KU5098_ROD/PIPE-DEPTH: 20.6 meters
 KU5098_SLEEVE-DEPTH  : 1.52 meters
 KU5098
 KU5098  HISTORY     - Date     Condition        Report By
 KU5098  HISTORY     - 1989     MONUMENTED       SBAS
 KU5098  HISTORY     - 19900628 GOOD
 KU5098
 KU5098                          STATION DESCRIPTION
 KU5098
 KU5098'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5098'THE POINT IS LOCATED IN LAUREL HOLLOW, TOWN OF OYSTER BAY, 90 FEET
 KU5098'(27.4 M) EAST OF THE CENTERLINE OF LAUREL COURT AND 10 FEET (3.0 M)
 KU5098'NORTH OF THE CENTERLINE OF LAUREL LANE,IN THE PAVED ROADWAY.
 KU5098'THE LOCATION TIES ARE 62.5 FEET (19.1 M) FROM THE NEW YORK TELEPHONE
 KU5098'UTILITY POLE NUMBER 11S, 64.2 FEET (19.6 M) FROM THE NEW YORK
 KU5098'TELEPHONE UTILITY POLE NUMBER 11, 78.6 FEET (24.0 M) FROM THE NEW
 KU5098'YORK TELEPHONE UTILITY POLE NUMBER 12 AND 1.2 FEET (0.4 M) FROM THE
 KU5098'FACE OF THE CURB.
 KU5098
 KU5098                          STATION RECOVERY (1990)
 KU5098
 KU5098'RECOVERED 1990
 KU5098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5083 ***********************************************************************
 KU5083  DESIGNATION -  16E 21N
 KU5083  PID         -  KU5083
 KU5083  STATE/COUNTY-  NY/NASSAU
 KU5083  USGS QUAD   -  HUNTINGTON (1979)
 KU5083
 KU5083                         *CURRENT SURVEY CONTROL
 KU5083  ___________________________________________________________________
 KU5083* NAD 83(1996)-  40 51 25.77303(N)    073 29 05.91969(W)     ADJUSTED  
 KU5083* NAVD 88     -        58.6    (meters)     192.     (feet)  VERTCON   
 KU5083  ___________________________________________________________________
 KU5083  X           -   1,373,293.720 (meters)                     COMP
 KU5083  Y           -  -4,631,702.162 (meters)                     COMP
 KU5083  Z           -   4,150,456.619 (meters)                     COMP
 KU5083  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 KU5083  ELLIP HEIGHT-          27.84  (meters)          (12/03/02) GPS OBS
 KU5083  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU5083
 KU5083  HORZ ORDER  -  FIRST
 KU5083  ELLP ORDER  -  FOURTH    CLASS II
 KU5083
 KU5083.The horizontal coordinates were established by GPS observations
 KU5083.and adjusted by the National Geodetic Survey in January 1999..
 KU5083
 KU5083.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5083
 KU5083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5083
 KU5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5083
 KU5083.The ellipsoidal height was determined by GPS observations
 KU5083.and is referenced to NAD 83.
 KU5083
 KU5083.The geoid height was determined by GEOID03.
 KU5083
 KU5083;                    North         East     Units Scale Factor Converg.
 KU5083;SPC NY L     -    76,804.440   343,424.438   MT  0.99999491   +0 20 12.7
 KU5083;SPC NY L     -   251,982.57  1,126,718.34   sFT  0.99999491   +0 20 12.7
 KU5083;UTM  18      - 4,524,005.111   627,692.549   MT  0.99980069   +0 59 28.4
 KU5083
 KU5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5083!SPC NY L     -   0.99999563  x   0.99999491  =   0.99999054
 KU5083!UTM  18      -   0.99999563  x   0.99980069  =   0.99979632
 KU5083
 KU5083|---------------------------------------------------------------------|
 KU5083| PID    Reference Object                     Distance      Geod. Az  |
 KU5083|                                                           dddmmss.s |
 KU5083| KU5099 16E 21N AZ                          217.081 METERS 15942     |
 KU5083|---------------------------------------------------------------------|
 KU5083
 KU5083                          SUPERSEDED SURVEY CONTROL
 KU5083
 KU5083  ELLIP H (01/11/99)   27.84   (m)                       GP(       ) 4 1
 KU5083  NAD 83(1996)-  40 51 25.77595(N)    073 29 05.91865(W) AD(       ) 1
 KU5083  NAD 83(1992)-  40 51 25.77581(N)    073 29 05.91839(W) AD(       ) 1
 KU5083  NAD 83(1986)-  40 51 25.77674(N)    073 29 05.91997(W) AD(       ) 1
 KU5083  NGVD 29 (03/24/92)   59.0    (m)          194.     (f) GPS OBS        
 KU5083
 KU5083.Superseded values are not recommended for survey control.
 KU5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5083.See file dsdata.txt to determine how the superseded data were derived.
 KU5083
 KU5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2769324005(NAD 83)
 KU5083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5083_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5083_STAMPING: 16E21N
 KU5083_MARK LOGO: NYDPW 
 KU5083_PROJECTION: RECESSED 8 CENTIMETERS
 KU5083_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5083+STABILITY: POSITION/ELEVATION WELL
 KU5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5083+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 KU5083_ROD/PIPE-DEPTH: 20.6 meters
 KU5083_SLEEVE-DEPTH  : 1.52 meters
 KU5083
 KU5083  HISTORY     - Date     Condition        Report By
 KU5083  HISTORY     - 1990     MONUMENTED       SBAS
 KU5083  HISTORY     - 19910212 GOOD
 KU5083
 KU5083                          STATION DESCRIPTION
 KU5083
 KU5083'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5083'THE POINT IS LOCATED IN LAUREL HOLLOW, TOWN OF OYSTER BAY, 10 FEET
 KU5083'(3.0 M) WEST OF THE CENTERLINE OF TIMBER RIDGE DRIVE AND 495 FEET
 KU5083'(150.9 M) NORTH OF THE CENTERLINE OF HEMLOCK COURT,IN THE PAVED
 KU5083'ROADWAY.
 KU5083'THE LOCATION TIES ARE 145.7 FEET (44.4 M) FROM THE MANHOLE, 41.2 FEET
 KU5083'(12.6 M) FROM THE HYDRANT AND 41.1 FEET (12.5 M) FROM THE WATER
 KU5083'VALVE.
 KU5083
 KU5083                          STATION RECOVERY (1991)
 KU5083
 KU5083'RECOVERED 1991
 KU5083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5099 ***********************************************************************
 KU5099  DESIGNATION -  16E 21N AZ
 KU5099  PID         -  KU5099
 KU5099  STATE/COUNTY-  NY/NASSAU
 KU5099  USGS QUAD   -  HUNTINGTON (1979)
 KU5099
 KU5099                         *CURRENT SURVEY CONTROL
 KU5099  ___________________________________________________________________
 KU5099* NAD 83(1996)-  40 51 19.17296(N)    073 29 02.70397(W)     ADJUSTED  
 KU5099* NAVD 88     -        59.4    (meters)     195.     (feet)  VERTCON   
 KU5099  ___________________________________________________________________
 KU5099  X           -   1,373,403.949 (meters)                     COMP
 KU5099  Y           -  -4,631,808.971 (meters)                     COMP
 KU5099  Z           -   4,150,303.106 (meters)                     COMP
 KU5099  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KU5099  ELLIP HEIGHT-          28.57  (meters)          (12/03/02) GPS OBS
 KU5099  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU5099
 KU5099  HORZ ORDER  -  FIRST
 KU5099  ELLP ORDER  -  FOURTH    CLASS II
 KU5099
 KU5099.The horizontal coordinates were established by GPS observations
 KU5099.and adjusted by the National Geodetic Survey in January 1999..
 KU5099
 KU5099.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5099
 KU5099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5099
 KU5099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5099
 KU5099.The ellipsoidal height was determined by GPS observations
 KU5099.and is referenced to NAD 83.
 KU5099
 KU5099.The geoid height was determined by GEOID03.
 KU5099
 KU5099;                    North         East     Units Scale Factor Converg.
 KU5099;SPC NY L     -    76,601.292   343,500.952   MT  0.99999490   +0 20 14.8
 KU5099;SPC NY L     -   251,316.07  1,126,969.37   sFT  0.99999490   +0 20 14.8
 KU5099;UTM  18      - 4,523,802.889   627,771.362   MT  0.99980094   +0 59 30.4
 KU5099
 KU5099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5099!SPC NY L     -   0.99999552  x   0.99999490  =   0.99999042
 KU5099!UTM  18      -   0.99999552  x   0.99980094  =   0.99979646
 KU5099
 KU5099|---------------------------------------------------------------------|
 KU5099| PID    Reference Object                     Distance      Geod. Az  |
 KU5099|                                                           dddmmss.s |
 KU5099| KU5083 16E 21N                             217.081 METERS 33942     |
 KU5099|---------------------------------------------------------------------|
 KU5099
 KU5099                          SUPERSEDED SURVEY CONTROL
 KU5099
 KU5099  ELLIP H (01/11/99)   28.58   (m)                       GP(       ) 4 1
 KU5099  NAD 83(1996)-  40 51 19.17587(N)    073 29 02.70293(W) AD(       ) 1
 KU5099  NAD 83(1992)-  40 51 19.17573(N)    073 29 02.70268(W) AD(       ) 1
 KU5099  NAD 83(1986)-  40 51 19.17668(N)    073 29 02.70431(W) AD(       ) 1
 KU5099  NGVD 29 (03/24/92)   59.7    (m)          196.     (f) GPS OBS        
 KU5099
 KU5099.Superseded values are not recommended for survey control.
 KU5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5099.See file dsdata.txt to determine how the superseded data were derived.
 KU5099
 KU5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2777123803(NAD 83)
 KU5099_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5099_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5099_STAMPING: 16E21NAZ
 KU5099_MARK LOGO: NYDPW 
 KU5099_PROJECTION: RECESSED 8 CENTIMETERS
 KU5099_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5099+STABILITY: POSITION/ELEVATION WELL
 KU5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5099+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 KU5099_ROD/PIPE-DEPTH: 20.6 meters
 KU5099_SLEEVE-DEPTH  : 1.52 meters
 KU5099
 KU5099  HISTORY     - Date     Condition        Report By
 KU5099  HISTORY     - 1990     MONUMENTED       SBAS
 KU5099  HISTORY     - 19910220 GOOD
 KU5099
 KU5099                          STATION DESCRIPTION
 KU5099
 KU5099'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5099'THE POINT IS LOCATED IN LAUREL HOLLOW, TOWN OF OYSTER BAY, 10 FEET
 KU5099'(3.0 M) EAST OF THE CENTERLINE OF TIMBER RIDGE DRIVE AND 164 FEET
 KU5099'(50.0 M) SOUTH OF THE CENTERLINE OF HEMLOCK COURT,IN THE PAVED
 KU5099'ROADWAY.
 KU5099'THE LOCATION TIES ARE 219.0 FEET (66.8 M) FROM THE HYDRANT, 20.6 FEET
 KU5099'(6.3 M) FROM THE WATER METER OF HOUSE NUMBER 20 AND 64.0 FEET
 KU5099'(19.5 M) FROM THE CABLE TV BOX.
 KU5099
 KU5099                          STATION RECOVERY (1991)
 KU5099
 KU5099'RECOVERED 1991
 KU5099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5084 ***********************************************************************
 KU5084  DESIGNATION -  16E 22N
 KU5084  PID         -  KU5084
 KU5084  STATE/COUNTY-  NY/NASSAU
 KU5084  USGS QUAD   -  HUNTINGTON (1979)
 KU5084
 KU5084                         *CURRENT SURVEY CONTROL
 KU5084  ___________________________________________________________________
 KU5084* NAD 83(1996)-  40 52 27.19039(N)    073 29 01.44438(W)     ADJUSTED  
 KU5084* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU5084  ___________________________________________________________________
 KU5084  X           -   1,373,029.563 (meters)                     COMP
 KU5084  Y           -  -4,630,442.607 (meters)                     COMP
 KU5084  Z           -   4,151,852.110 (meters)                     COMP
 KU5084  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KU5084  ELLIP HEIGHT-         -29.13  (meters)          (12/03/02) GPS OBS
 KU5084  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KU5084
 KU5084  HORZ ORDER  -  FIRST
 KU5084  ELLP ORDER  -  FOURTH    CLASS II
 KU5084
 KU5084.The horizontal coordinates were established by GPS observations
 KU5084.and adjusted by the National Geodetic Survey in January 1999..
 KU5084
 KU5084.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5084
 KU5084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5084
 KU5084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5084
 KU5084.The ellipsoidal height was determined by GPS observations
 KU5084.and is referenced to NAD 83.
 KU5084
 KU5084.The geoid height was determined by GEOID03.
 KU5084
 KU5084;                    North         East     Units Scale Factor Converg.
 KU5084;SPC NY L     -    78,699.592   343,518.087   MT  0.99999499   +0 20 15.6
 KU5084;SPC NY L     -   258,200.24  1,127,025.59   sFT  0.99999499   +0 20 15.6
 KU5084;UTM  18      - 4,525,900.841   627,764.529   MT  0.99980092   +0 59 32.6
 KU5084
 KU5084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5084!SPC NY L     -   1.00000457  x   0.99999499  =   0.99999956
 KU5084!UTM  18      -   1.00000457  x   0.99980092  =   0.99980549
 KU5084
 KU5084                          SUPERSEDED SURVEY CONTROL
 KU5084
 KU5084  ELLIP H (01/11/99)  -29.13   (m)                       GP(       ) 4 1
 KU5084  NAD 83(1996)-  40 52 27.19329(N)    073 29 01.44335(W) AD(       ) 1
 KU5084  NAD 83(1992)-  40 52 27.19315(N)    073 29 01.44311(W) AD(       ) 1
 KU5084  NAD 83(1986)-  40 52 27.19406(N)    073 29 01.44472(W) AD(       ) 1
 KU5084  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU5084
 KU5084.Superseded values are not recommended for survey control.
 KU5084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5084.See file dsdata.txt to determine how the superseded data were derived.
 KU5084
 KU5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2776525901(NAD 83)
 KU5084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5084_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5084_STAMPING: 16E22N
 KU5084_MARK LOGO: NYDPW 
 KU5084_PROJECTION: RECESSED 8 CENTIMETERS
 KU5084_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5084+STABILITY: POSITION/ELEVATION WELL
 KU5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5084+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1990
 KU5084_ROD/PIPE-DEPTH: 20.6 meters
 KU5084_SLEEVE-DEPTH  : 1.52 meters
 KU5084
 KU5084  HISTORY     - Date     Condition        Report By
 KU5084  HISTORY     - 1989     MONUMENTED       SBAS
 KU5084  HISTORY     - 19900201 GOOD
 KU5084
 KU5084                          STATION DESCRIPTION
 KU5084
 KU5084'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5084'THE POINT IS LOCATED IN LAUREL HOLLOW, TOWN OF OYSTER BAY, ON
 KU5084'LAURELTON BEACH ROAD 0.4 MILES (0.6 KM) NORTH OF LAUREL HOLLOW
 KU5084'ROAD,IN THE ASPHALT.
 KU5084'THE LOCATION TIES ARE 22.5 FEET (6.9 M) FROM THE WESTERLY STONE WALL,
 KU5084'42.3 FEET (12.9 M) FROM THE EASTERLY STONE WALL AND 31.2 FEET
 KU5084'(9.5 M) FROM THE UTILITY POLE.
 KU5084
 KU5084                          STATION RECOVERY (1990)
 KU5084
 KU5084'RECOVERED 1990
 KU5084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1448 ***********************************************************************
 PH1448  DESIGNATION -  17
 PH1448  PID         -  PH1448
 PH1448  STATE/COUNTY-  NY/ST LAWRENCE
 PH1448  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1448
 PH1448                         *CURRENT SURVEY CONTROL
 PH1448  ___________________________________________________________________
 PH1448* NAD 83(1986)-  44 40 05.     (N)    075 32 18.     (W)     SCALED    
 PH1448* NAVD 88     -        78.981  (meters)     259.12   (feet)  ADJUSTED  
 PH1448  ___________________________________________________________________
 PH1448  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 PH1448  DYNAMIC HT  -          78.975 (meters)     259.10  (feet)  COMP
 PH1448  MODELED GRAV-     980,546.9   (mgal)                       NAVD 88
 PH1448
 PH1448  VERT ORDER  -  FIRST     CLASS 0
 PH1448
 PH1448.The horizontal coordinates were scaled from a topographic map and have
 PH1448.an estimated accuracy of +/- 6 seconds.
 PH1448
 PH1448.The orthometric height was determined by differential leveling
 PH1448.and adjusted by the National Geodetic Survey in June 1991..
 PH1448
 PH1448.The geoid height was determined by GEOID03.
 PH1448
 PH1448.The dynamic height is computed by dividing the NAVD 88
 PH1448.geopotential number by the normal gravity value computed on the
 PH1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1448.degrees latitude (g = 980.6199 gals.).
 PH1448
 PH1448.The modeled gravity was interpolated from observed gravity values.
 PH1448
 PH1448;                    North         East    Units  Estimated Accuracy
 PH1448;SPC NY E     -   648,510.       67,670.      MT  (+/- 180 meters Scaled)
 PH1448
 PH1448                          SUPERSEDED SURVEY CONTROL
 PH1448
 PH1448  NGVD 29 (??/??/92)   79.109  (m)          259.54   (f) ADJ UNCH    1 0
 PH1448
 PH1448.Superseded values are not recommended for survey control.
 PH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1448.See file dsdata.txt to determine how the superseded data were derived.
 PH1448
 PH1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ573462(NAD 83)
 PH1448_MARKER: Z = SEE DESCRIPTION
 PH1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1448_SP_SET: MOUMENT
 PH1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1448
 PH1448  HISTORY     - Date     Condition        Report By
 PH1448  HISTORY     - UNK      MONUMENTED       USLS
 PH1448  HISTORY     - 1969     GOOD             USLS
 PH1448
 PH1448                          STATION DESCRIPTION
 PH1448
 PH1448'DESCRIBED BY US LAKE SURVEY 1969
 PH1448'2.9 MI SW FROM OGDENSBURG.
 PH1448'IS IN ST. LAWRENCE COUNTY, NEW YORK, 2.9 MILES UPRIVER FROM CENTERLINE
 PH1448'OF BRIDGE OVER THE OSWEGATCHIE RIVER AT OGDENSBURG, AT NEVINE POINT,
 PH1448'JUST UPRIVER FROM DRIVEWAY TO THE CATHOLIC SEMINARY, ON ROAD SIDE OF
 PH1448'THE OLD R.R. GRADE, 25.4 FEET TOWARD RIVER FROM TRIANGULAR BLAZE IN A
 PH1448'36-INCH ELM, 13.5 FEET FROM CENTERLINE OF THE DRIVEWAY, 11.4 FEET
 PH1448'DOWNRIVER FROM A DRILL HOLE IN A LARGE FLAT-TOPPED BOULDER, 2 FEET
 PH1448'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1/4-INCH
 PH1448'BRASS PLUG SET INTO TOP OF A CONCRETE MONUMENT PROJECTING 3/4-INCH
 PH1448'ABOVE THE CONCRETE.  THE LETTERS US PBM 17 ARE CUT IN THE FLAT-TOP OF
 PH1448'THE BOULDER AND THE MARK IS 4.6 FEET DOWNRIVER FROM CENTER OF THE
 PH1448'LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0972 ***********************************************************************
 OF0972  DESIGNATION -  17
 OF0972  PID         -  OF0972
 OF0972  STATE/COUNTY-  NY/WAYNE
 OF0972  USGS QUAD   -  NEWARK (1976)
 OF0972
 OF0972                         *CURRENT SURVEY CONTROL
 OF0972  ___________________________________________________________________
 OF0972* NAD 83(1986)-  43 06 11.     (N)    077 03 39.     (W)     SCALED    
 OF0972* NAVD 88     -       127.801  (meters)     419.29   (feet)  ADJUSTED  
 OF0972  ___________________________________________________________________
 OF0972  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OF0972  DYNAMIC HT  -         127.769 (meters)     419.19  (feet)  COMP
 OF0972  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 OF0972
 OF0972  VERT ORDER  -  SECOND    CLASS 0
 OF0972
 OF0972.The horizontal coordinates were scaled from a topographic map and have
 OF0972.an estimated accuracy of +/- 6 seconds.
 OF0972
 OF0972.The orthometric height was determined by differential leveling
 OF0972.and adjusted by the National Geodetic Survey in June 1991..
 OF0972.WARNING-Repeat measurements at this control monument indicate possible
 OF0972.vertical movement.
 OF0972
 OF0972.The geoid height was determined by GEOID03.
 OF0972
 OF0972.The dynamic height is computed by dividing the NAVD 88
 OF0972.geopotential number by the normal gravity value computed on the
 OF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0972.degrees latitude (g = 980.6199 gals.).
 OF0972
 OF0972.The modeled gravity was interpolated from observed gravity values.
 OF0972
 OF0972;                    North         East    Units  Estimated Accuracy
 OF0972;SPC NY C     -   344,730.      211,130.      MT  (+/- 180 meters Scaled)
 OF0972
 OF0972                          SUPERSEDED SURVEY CONTROL
 OF0972
 OF0972  NGVD 29 (??/??/92)  127.992  (m)          419.92   (f) ADJ UNCH    2 0
 OF0972
 OF0972.Superseded values are not recommended for survey control.
 OF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0972.See file dsdata.txt to determine how the superseded data were derived.
 OF0972
 OF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN323743(NAD 83)
 OF0972_MARKER: B = BOLT
 OF0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0972_SP_SET: CULVERT
 OF0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0972
 OF0972  HISTORY     - Date     Condition        Report By
 OF0972  HISTORY     - UNK      MONUMENTED       PRR
 OF0972  HISTORY     - 1942     GOOD             NGS
 OF0972  HISTORY     - 1968     GOOD             USE
 OF0972
 OF0972                          STATION DESCRIPTION
 OF0972
 OF0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0972'AT FAIRVILLE SIDING.
 OF0972'TO REACH FROM THE SOUTHWEST END OF THE SWITCH SIDEING, PROCEED 84.0
 OF0972'YARDS SOUTHWEST TO A 3.0 FOOT IRON PIPE CULVERT NO. 21.15 UNDER
 OF0972'TRACKS, AND SITE OF BENCH MARK.
 OF0972'BENCH MARK IS A COPPER BOLT SET VERTICALLY IN THE SOUTH END OF THE
 OF0972'WEST STONE HEADWALL. IT IS 9.0 FEET WEST OF AND ABOUT LEVEL WITH THE
 OF0972'CENTERLINE OF TRACKS.
 OF0972
 OF0972                          STATION RECOVERY (1968)
 OF0972
 OF0972'RECOVERY NOTE BY US ENGINEERS 1968
 OF0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0140 ***********************************************************************
 OF0140  DESIGNATION -  17
 OF0140  PID         -  OF0140
 OF0140  STATE/COUNTY-  NY/JEFFERSON
 OF0140  USGS QUAD   -  ADAMS (1982)
 OF0140
 OF0140                         *CURRENT SURVEY CONTROL
 OF0140  ___________________________________________________________________
 OF0140* NAD 83(1986)-  43 49 51.     (N)    076 01 27.     (W)     SCALED    
 OF0140* NAVD 88     -       188.618  (meters)     618.82   (feet)  ADJUSTED  
 OF0140  ___________________________________________________________________
 OF0140  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OF0140  DYNAMIC HT  -         188.582 (meters)     618.71  (feet)  COMP
 OF0140  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 OF0140
 OF0140  VERT ORDER  -  FIRST     CLASS II
 OF0140
 OF0140.The horizontal coordinates were scaled from a topographic map and have
 OF0140.an estimated accuracy of +/- 6 seconds.
 OF0140
 OF0140.The orthometric height was determined by differential leveling
 OF0140.and adjusted by the National Geodetic Survey in June 1991..
 OF0140
 OF0140.The geoid height was determined by GEOID03.
 OF0140
 OF0140.The dynamic height is computed by dividing the NAVD 88
 OF0140.geopotential number by the normal gravity value computed on the
 OF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0140.degrees latitude (g = 980.6199 gals.).
 OF0140
 OF0140.The modeled gravity was interpolated from observed gravity values.
 OF0140
 OF0140;                    North         East    Units  Estimated Accuracy
 OF0140;SPC NY C     -   425,620.      294,970.      MT  (+/- 180 meters Scaled)
 OF0140
 OF0140                          SUPERSEDED SURVEY CONTROL
 OF0140
 OF0140.No superseded survey control is available for this station.
 OF0140
 OF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP176535(NAD 83)
 OF0140_MARKER: Z = SEE DESCRIPTION
 OF0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0140_SP_SET: CROSSING SIGNAL
 OF0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0140
 OF0140  HISTORY     - Date     Condition        Report By
 OF0140  HISTORY     - UNK      MONUMENTED       CGS
 OF0140  HISTORY     - 1919     GOOD             NGS
 OF0140
 OF0140                          STATION DESCRIPTION
 OF0140
 OF0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0140'1.4 MI N FROM ADAMS.
 OF0140'T 17 -- 1.4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 OF0140'FROM ADAMS, JEFFERSON COUNTY, 12 POLES SOUTH OF MILEPOST S 61,
 OF0140'3-1/2 POLES SOUTH OF THE NORTH END OF A SNOW FENCE WEST OF THE
 OF0140'TRACK, 1-1/2 RAILS NORTH OF THE SECOND FARM-ROAD CROSSING SOUTH
 OF0140'OF CROSSING 434, AND 8 FEET WEST OF THE WEST RAIL OF THE WEST
 OF0140'TRACK. THE TOP OF A SECTION OF RAIL DRIVEN INTO THE GROUND TO
 OF0140'SUPPORT THE SOCKET FOR A CROSSING SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1280 ***********************************************************************
 LX1280  DESIGNATION -  17
 LX1280  PID         -  LX1280
 LX1280  STATE/COUNTY-  NY/WESTCHESTER
 LX1280  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX1280
 LX1280                         *CURRENT SURVEY CONTROL
 LX1280  ___________________________________________________________________
 LX1280* NAD 83(1986)-  41 19 42.     (N)    073 50 41.     (W)     SCALED    
 LX1280* NAVD 88     -       138.58   (+/-2cm)     454.7    (feet)  VERTCON   
 LX1280  ___________________________________________________________________
 LX1280  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LX1280
 LX1280  VERT ORDER  -  ? (See Below)
 LX1280
 LX1280.The horizontal coordinates were scaled from a topographic map and have
 LX1280.an estimated accuracy of +/- 6 seconds.
 LX1280
 LX1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX1280.The vertical order pertains to the NGVD 29 superseded value.
 LX1280
 LX1280.The geoid height was determined by GEOID03.
 LX1280
 LX1280;                    North         East    Units  Estimated Accuracy
 LX1280;SPC NY E     -   277,220.      204,850.      MT  (+/- 180 meters Scaled)
 LX1280
 LX1280                          SUPERSEDED SURVEY CONTROL
 LX1280
 LX1280  NGVD 29 (??/??/92)  138.864  (m)          455.59   (f) ADJ UNCH    ?  
 LX1280
 LX1280.Superseded values are not recommended for survey control.
 LX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1280.See file dsdata.txt to determine how the superseded data were derived.
 LX1280
 LX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL966758(NAD 83)
 LX1280_MARKER: N = NAIL
 LX1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1280_SP_SET: ELM TREE
 LX1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1280
 LX1280  HISTORY     - Date     Condition        Report By
 LX1280  HISTORY     - UNK      MONUMENTED       NYHD
 LX1280  HISTORY     - 1952     MARK NOT FOUND   NGS
 LX1280  HISTORY     - 1952     MARK NOT FOUND   NGS
 LX1280
 LX1280                          STATION DESCRIPTION
 LX1280
 LX1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LX1280'5.1 MI NE FROM PEEKSKILL.
 LX1280'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX1280'AT PEEKSKILL, WESTCHESTER COUNTY, AT THE CROSSING OF STRAWBERRY
 LX1280'ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 LX1280'IN THE ROOT OF A 26-INCH ELM TREE.  A NAIL AND WASHER.  NOTE-- THE
 LX1280'TREE WAS LOCATED AND ALL EXPOSED ROOTS WERE CUT OPEN, BUT THE
 LX1280'MARK WAS NOT FOUND.
 LX1280
 LX1280                          STATION RECOVERY (1952)
 LX1280
 LX1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1768 ***********************************************************************
 PH1768  DESIGNATION -  17 1872 USLS
 PH1768  PID         -  PH1768
 PH1768  STATE/COUNTY-  NY/ST LAWRENCE
 PH1768  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH1768
 PH1768                         *CURRENT SURVEY CONTROL
 PH1768  ___________________________________________________________________
 PH1768* NAD 83(1996)-  44 59 51.13375(N)    074 47 20.81009(W)     ADJUSTED  
 PH1768* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 PH1768  ___________________________________________________________________
 PH1768  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 PH1768  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 PH1768
 PH1768  HORZ ORDER  -  THIRD
 PH1768
 PH1768.The horizontal coordinates were established by classical geodetic methods
 PH1768.and adjusted by the National Geodetic Survey in January 1999..
 PH1768
 PH1768.The orthometric height was scaled from a topographic map.
 PH1768
 PH1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1768
 PH1768.The geoid height was determined by GEOID03.
 PH1768
 PH1768;                    North         East     Units Scale Factor Converg.
 PH1768;SPC NY E     -   684,641.205   127,205.586   MT  0.99990639   -0 12 15.9
 PH1768;SPC NY E     - 2,246,193.69    417,340.33   sFT  0.99990639   -0 12 15.9
 PH1768;UTM  18      - 4,982,698.438   516,621.761   MT  0.99960340   +0 08 56.8
 PH1768
 PH1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1768!SPC NY E     -   0.99999481  x   0.99990639  =   0.99990120
 PH1768!UTM  18      -   0.99999481  x   0.99960340  =   0.99959821
 PH1768
 PH1768:                Primary Azimuth Mark                     Grid Az
 PH1768:SPC NY E     -  REF MON 10 59 IBC                        313 24 26.2
 PH1768:UTM  18      -  REF MON 10 59 IBC                        313 03 13.5
 PH1768
 PH1768|---------------------------------------------------------------------|
 PH1768| PID    Reference Object                     Distance      Geod. Az  |
 PH1768|                                                           dddmmss.s |
 PH1768| PH2278 REF MON 10 59 IBC                   APPROX. 1.1 KM 3131210.3 |
 PH1768|---------------------------------------------------------------------|
 PH1768
 PH1768                          SUPERSEDED SURVEY CONTROL
 PH1768
 PH1768  NAD 83(1986)-  44 59 51.13365(N)    074 47 20.82528(W) AD(       ) 3
 PH1768  NAD 27      -  44 59 50.95600(N)    074 47 22.20300(W) AD(       ) 3
 PH1768
 PH1768.Superseded values are not recommended for survey control.
 PH1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1768.See file dsdata.txt to determine how the superseded data were derived.
 PH1768
 PH1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1662282698(NAD 83)
 PH1768_MARKER: DD = SURVEY DISK
 PH1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1768+STABILITY: SURFACE MOTION
 PH1768
 PH1768  HISTORY     - Date     Condition        Report By
 PH1768  HISTORY     - 1872     MONUMENTED       USLS
 PH1768  HISTORY     - 1958     SEE DESCRIPTION  IBC
 PH1768
 PH1768                          STATION DESCRIPTION
 PH1768
 PH1768'DESCRIBED BY US LAKE SURVEY 1872
 PH1768'ON THE UNITED STATES MAINLAND ACROSS FROM THE MOSES - SAUNDERS POWER
 PH1768'DAM.  THE STATION IS NEAR THE TOP OF A KNOLL AND ABOUT 600 FEET FROM
 PH1768'THE RIVER, 490 FEET SOUTH OF THE RIVER ROAD, 165 FEET EASTERLY OF AN
 PH1768'OLD FARM BUILDING SITE, AND 130 FEET SOUTH - WESTERLY OF A FENCE ALONG
 PH1768'THE WESTWARD SIDE OF A ROAD LEADING TO THE RIVER.
 PH1768'
 PH1768'STATION MARK--THE ORIGINAL STATION MARK WAS REPLACED IN 1958 BY AN
 PH1768'INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE DISK SET IN A
 PH1768'5 - INCH CYLINDER OF CONCRETE 27 INCHES UNDERGROUND.  THE SURFACE MARK
 PH1768'IS A SIMILAR STATION MARK SET WITH THE TOP 3 INCHES ABOVE THE SURFACE
 PH1768'OF THE GROUND.  REFERENCE MARK 1 IS A USLS METAL TABLET SET IN
 PH1768'CONCRETE NEAR THE END OF THE OLD FENCE LINE, AND 85.7 FEET
 PH1768'SOUTHWESTERLY OF THE STATION.  THE ARROW ON THE REFERENCE TABLET
 PH1768'POINTS ABOUT 30 DEGREES TO THE RIGHT OF THE STATION.  REFERENCE MARK
 PH1768'2, IS AN OLD WELL PUMP DISTANT 127.9 FEET SOUTHWESTERLY OF THE
 PH1768'STATION.  REFERENCE MARK 3, IS A 3/4 INCH DRILL HOLE IN A BOULDER
 PH1768'8 - BY 5 - BY 2 - FEET, DISTANT 138.0 FEET SOUTHERLY OF THE STATION.
 PH1768'REFERENCE MARK 4, IS A 3/4 INCH DRILL HOLE IN A FLAT ROCK 4 - BY
 PH1768'5 - FEET, DISTANT 115.1 FEET SOUTHEASTERLY OF THE STATION.
 PH1768
 PH1768                          STATION RECOVERY (1958)
 PH1768
 PH1768'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 PH1768'THE MARKS HAD BEEN REMOVED.  THEY WERE REPLACED IN POSITION.
 PH1768'SUB - SURFACE MARK IS A SCREW IN THE TOP OF A CYLINDER OF CONCRETE 27
 PH1768'INCHES UNDERGROUND.  SURFACE MARK IS A STANDARD IBC TRIANGULATION
 PH1768'TABLET IN A CYLINDER OF CONCRETE 24 INCHES LONG PROJECTING 2 INCHES
 PH1768'ABOVE GROUND.  DISTANCE TO DRILL HOLE NW OF STATION 115.1 FEET.
 PH1768'OTHER REFERENCES OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1610 ***********************************************************************
 KU1610  DESIGNATION -  17 A NC
 KU1610  PID         -  KU1610
 KU1610  STATE/COUNTY-  NY/NASSAU
 KU1610  USGS QUAD   -  HICKSVILLE (1979)
 KU1610
 KU1610                         *CURRENT SURVEY CONTROL
 KU1610  ___________________________________________________________________
 KU1610* NAD 83(1986)-  40 51 25.     (N)    073 30 45.     (W)     SCALED    
 KU1610* NAVD 88     -        66.024  (meters)     216.61   (feet)  ADJUSTED  
 KU1610  ___________________________________________________________________
 KU1610  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU1610  DYNAMIC HT  -          66.001 (meters)     216.54  (feet)  COMP
 KU1610  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 KU1610
 KU1610  VERT ORDER  -  SECOND    CLASS II
 KU1610
 KU1610.The horizontal coordinates were scaled from a topographic map and have
 KU1610.an estimated accuracy of +/- 6 seconds.
 KU1610
 KU1610.The orthometric height was determined by differential leveling
 KU1610.and adjusted by the National Geodetic Survey in January 2005..
 KU1610.No vertical observational check was made to the station.
 KU1610
 KU1610.The geoid height was determined by GEOID03.
 KU1610
 KU1610.The dynamic height is computed by dividing the NAVD 88
 KU1610.geopotential number by the normal gravity value computed on the
 KU1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1610.degrees latitude (g = 980.6199 gals.).
 KU1610
 KU1610.The modeled gravity was interpolated from observed gravity values.
 KU1610
 KU1610;                    North         East    Units  Estimated Accuracy
 KU1610;SPC NY L     -    76,770.      341,100.      MT  (+/- 180 meters Scaled)
 KU1610
 KU1610                          SUPERSEDED SURVEY CONTROL
 KU1610
 KU1610  NAVD 88 (06/15/91)   66.021  (m)          216.60   (f) UNKNOWN     2 0
 KU1610  NGVD 29 (??/??/92)   66.345  (m)          217.67   (f) ADJ UNCH    2 0
 KU1610
 KU1610.Superseded values are not recommended for survey control.
 KU1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1610.See file dsdata.txt to determine how the superseded data were derived.
 KU1610
 KU1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL253239(NAD 83)
 KU1610_MARKER: Z = SEE DESCRIPTION
 KU1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1610_STAMPING: NC BM 17 A
 KU1610_MARK LOGO: NONE  
 KU1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1610+STABILITY: SURFACE MOTION
 KU1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1610+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 KU1610
 KU1610  HISTORY     - Date     Condition        Report By
 KU1610  HISTORY     - UNK      MONUMENTED       NY-059
 KU1610  HISTORY     - 1932     GOOD             NGS
 KU1610  HISTORY     - 1935     GOOD             NGS
 KU1610  HISTORY     - 20031104 GOOD             NGS
 KU1610  HISTORY     - 20031210 GOOD             NGS
 KU1610
 KU1610                          STATION DESCRIPTION
 KU1610
 KU1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1610'2 MI SE FROM OYSTER BAY.
 KU1610'2 MILES SOUTHEAST ALONG BERRY HILL ROAD FROM OYSTER BAY, NASSAU
 KU1610'COUNTY, 130 FEET SOUTH OF THE JUNCTION OF SANDY HILL ROAD, 30
 KU1610'FEET SOUTH OF POLE NYT 70 S LIL, 18 FEET EAST OF THE CENTERLINE
 KU1610'OF THE ROAD, AND 8 FEET WEST OF A FENCE.  A 1/2-INCH BRONZE
 KU1610'PIN, STAMPED NC BM 17 A AND SET IN THE TOP OF AN 8-INCH SQUARE
 KU1610'CONCRETE POST.
 KU1610
 KU1610                          STATION RECOVERY (1935)
 KU1610
 KU1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1610'RECOVERED IN GOOD CONDITION.
 KU1610
 KU1610                          STATION RECOVERY (2003)
 KU1610
 KU1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1610'THIS MARK IS JUST SOUTH OF THE INTERSECTION OF BERRY HILL AND SANDY
 KU1610'HILL ROADS, 1.3 MILES SE ALONG BERRY HILL FROM STATE RT 106 OR 0.8
 KU1610'MILE NW ALONG SAME FROM RT 25A, 0.3 FT BELOW DIRT SHOULDER AND 0.5 FT
 KU1610'BELOW CENTER OF BERRY HILL RD, 20.5 FT EAST OF CENTERLINE PAINT STRIPE
 KU1610'OF BERRY HILL RD.
 KU1610' 
 KU1610'THE MARK IS 182 FT SOUTH OF POLE UP BY ADJOINING MARK--BM, PID
 KU1610'KU1609--WITH ATTACHED STREET SIGNS, STREET LIGHT AND TRANSFORMER, 174
 KU1610'FT SOUTH OF SHORT FARM DRIVE TO EAST, 164 FT SOUTH OF BM REFERRED TO,
 KU1610'161 FT SOUTH OF NORTHMOST ARROW SIGN, 111 FT SOUTH OF SOUTHMOST ARROW
 KU1610'SIGN, 11.5 FT SOUTH OF SOUTH SIDE OF POLE LIL 61 AND 8 FT WEST OF RAIL
 KU1610'FENCE WITH CONCRETE POSTS.
 KU1610
 KU1610                          STATION RECOVERY (2003)
 KU1610
 KU1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1610'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1310 ***********************************************************************
 KU1310  DESIGNATION -  17 NYIA
 KU1310  PID         -  KU1310
 KU1310  STATE/COUNTY-  NY/QUEENS
 KU1310  USGS QUAD   -  JAMAICA (1979)
 KU1310
 KU1310                         *CURRENT SURVEY CONTROL
 KU1310  ___________________________________________________________________
 KU1310* NAD 83(1986)-  40 37 53.     (N)    073 46 25.     (W)     SCALED    
 KU1310* NAVD 88     -         4.077  (meters)      13.38   (feet)  ADJUSTED  
 KU1310  ___________________________________________________________________
 KU1310  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU1310  DYNAMIC HT  -           4.075 (meters)      13.37  (feet)  COMP
 KU1310  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 KU1310
 KU1310  VERT ORDER  -  FIRST     CLASS II
 KU1310
 KU1310.This mark is at John F Kennedy Intl Airport (JFK)
 KU1310
 KU1310.The horizontal coordinates were scaled from a topographic map and have
 KU1310.an estimated accuracy of +/- 6 seconds.
 KU1310
 KU1310.The orthometric height was determined by differential leveling
 KU1310.and adjusted by the National Geodetic Survey in June 1991..
 KU1310
 KU1310.The geoid height was determined by GEOID03.
 KU1310
 KU1310.The dynamic height is computed by dividing the NAVD 88
 KU1310.geopotential number by the normal gravity value computed on the
 KU1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1310.degrees latitude (g = 980.6199 gals.).
 KU1310
 KU1310.The modeled gravity was interpolated from observed gravity values.
 KU1310
 KU1310;                    North         East    Units  Estimated Accuracy
 KU1310;SPC NY L     -    51,630.      319,150.      MT  (+/- 180 meters Scaled)
 KU1310
 KU1310                          SUPERSEDED SURVEY CONTROL
 KU1310
 KU1310  NGVD 29 (??/??/92)    4.413  (m)           14.48   (f) ADJ UNCH    1 2
 KU1310
 KU1310.Superseded values are not recommended for survey control.
 KU1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1310.See file dsdata.txt to determine how the superseded data were derived.
 KU1310
 KU1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK037985(NAD 83)
 KU1310_MARKER: Z = SEE DESCRIPTION
 KU1310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU1310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KU1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1310
 KU1310  HISTORY     - Date     Condition        Report By
 KU1310  HISTORY     - UNK      MONUMENTED
 KU1310  HISTORY     - 1952     GOOD             NGS
 KU1310  HISTORY     - 1959     GOOD             NGS
 KU1310
 KU1310                          STATION DESCRIPTION
 KU1310
 KU1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1310'AT NEW YORK.
 KU1310'AT NEW YORK, IN BOROUGH OF QUEENS, AT THE NEW YORK INTERNATIONAL
 KU1310'AIRPORT (IDLEWILD), THE TOP OF A 2-INCH IRON PIPE DRIVEN IN GROUND
 KU1310'AND PROJECTING ABOUT 5 FEET AND ENCLOSED BY A PIPE 2 FEET IN
 KU1310'DIAMETER PROJECTING ABOUT 3 1/2 FEET ABOVE GROUND, 950 FEET
 KU1310'SOUTHEAST OF SOUTHEAST EDGE OF THE 8400 FOOT
 KU1310'SOUTH-SOUTHWEST-NORTH-NORTHEAST RUNWAY AND APPROXIMATELY DUE
 KU1310'EAST AND ACROSS RUNWAY FROM GUIDE PATH UNIT HUTS.
 KU1310
 KU1310                          STATION RECOVERY (1959)
 KU1310
 KU1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KU1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1908 ***********************************************************************
 OF1908  DESIGNATION -  170 11 MCGS 1969
 OF1908  PID         -  OF1908
 OF1908  STATE/COUNTY-  NY/MONROE
 OF1908  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1908
 OF1908                         *CURRENT SURVEY CONTROL
 OF1908  ___________________________________________________________________
 OF1908* NAD 83(1996)-  43 08 36.15551(N)    077 32 32.64510(W)     ADJUSTED  
 OF1908* NAVD 88     -       147.6    (meters)     484.     (feet)  VERTCON   
 OF1908  ___________________________________________________________________
 OF1908  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 OF1908  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OF1908
 OF1908  HORZ ORDER  -  SECOND
 OF1908
 OF1908.The horizontal coordinates were established by classical geodetic methods
 OF1908.and adjusted by the National Geodetic Survey in January 1999..
 OF1908
 OF1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1908
 OF1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1908
 OF1908.The geoid height was determined by GEOID03.
 OF1908
 OF1908;                    North         East     Units Scale Factor Converg.
 OF1908;SPC NY W     -   349,623.343   434,675.992   MT  1.00002567   +0 42 42.7
 OF1908;SPC NY W     - 1,147,055.92  1,426,099.48   sFT  1.00002567   +0 42 42.7
 OF1908;UTM  18      - 4,779,874.542   293,251.031   MT  1.00012586   -1 44 21.0
 OF1908
 OF1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1908!SPC NY W     -   0.99998243  x   1.00002567  =   1.00000810
 OF1908!UTM  18      -   0.99998243  x   1.00012586  =   1.00010828
 OF1908
 OF1908:                Primary Azimuth Mark                     Grid Az
 OF1908:SPC NY W     -  113A MCGS 1969                           180 36 25.0
 OF1908:UTM  18      -  113A MCGS 1969                           183 03 28.7
 OF1908
 OF1908|---------------------------------------------------------------------|
 OF1908| PID    Reference Object                     Distance      Geod. Az  |
 OF1908|                                                           dddmmss.s |
 OF1908| OF1941 113A MCGS 1969                      400.199 METERS 1811907.7 |
 OF1908| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX. 3.5 KM 2554035.0 |
 OF1908|---------------------------------------------------------------------|
 OF1908
 OF1908                          SUPERSEDED SURVEY CONTROL
 OF1908
 OF1908  NAD 83(1986)-  43 08 36.16372(N)    077 32 32.64368(W) AD(       ) 2
 OF1908  NAD 27      -  43 08 35.93916(N)    077 32 33.64933(W) AD(       ) 2
 OF1908  NGVD 29 (07/19/86)  147.8    (m)          485.     (f) VERT ANG       
 OF1908
 OF1908.Superseded values are not recommended for survey control.
 OF1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1908.See file dsdata.txt to determine how the superseded data were derived.
 OF1908
 OF1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9325179875(NAD 83)
 OF1908_MARKER: DD = SURVEY DISK
 OF1908_SETTING: 0 = UNSPECIFIED SETTING
 OF1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1908
 OF1908  HISTORY     - Date     Condition        Report By
 OF1908  HISTORY     - 1969     MONUMENTED       NY-055
 OF1908  HISTORY     - 1970     GOOD             NY-055
 OF1908
 OF1908                          STATION DESCRIPTION
 OF1908
 OF1908'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1908'IN BRIGHTON ALONG N.Y. RT. 47, 0.9 MILE NORTH OF HIGHLAND
 OF1908'AVENUE AT OVERPASS OVER NEW YORK CENTRAL RAILROAD TRIPLE
 OF1908'TRACKS.  ON EAST SHOULDER BETWEEN FIRST LIGHT POLE NORTH OF
 OF1908'OVER PASS AND CONCRETE PAVEMENT.
 OF1908'
 OF1908'4.0 FEET EAST OF EAST EDGE OF CONCRETE PAVEMENT.
 OF1908'
 OF1908'4.0 FEET SOUTHEAST OF 1ST PAVEMENT EXPANSION JOINT NORTH OF
 OF1908'BRIDGE.
 OF1908'
 OF1908'6.8 FEET WEST OF 1ST LIGHT POLE NORTH OF BRIDGE.
 OF1908'
 OF1908'35.1 FEET NORTH OF CONCRETE PYLON AT NORTH END OF BRIDGE.
 OF1908'
 OF1908'5.9 FEET WEST OF WITNESS POST.
 OF1908'
 OF1908'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1908'DISK STAMPED 170-11 IN THE TOP OF A CONCRETE POST COVERED 0.7
 OF1908'FEET BELOW GRADE.
 OF1908
 OF1908                          STATION RECOVERY (1970)
 OF1908
 OF1908'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1908'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1905 ***********************************************************************
 OF1905  DESIGNATION -  170 12 MCGS 1969
 OF1905  PID         -  OF1905
 OF1905  STATE/COUNTY-  NY/MONROE
 OF1905  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1905
 OF1905                         *CURRENT SURVEY CONTROL
 OF1905  ___________________________________________________________________
 OF1905* NAD 83(1996)-  43 09 04.95261(N)    077 32 20.20021(W)     ADJUSTED  
 OF1905* NAVD 88     -       129.9    (meters)     426.     (feet)  VERTCON   
 OF1905  ___________________________________________________________________
 OF1905  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 OF1905  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1905
 OF1905  HORZ ORDER  -  SECOND
 OF1905
 OF1905.The horizontal coordinates were established by classical geodetic methods
 OF1905.and adjusted by the National Geodetic Survey in January 1999..
 OF1905
 OF1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1905
 OF1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1905
 OF1905.The geoid height was determined by GEOID03.
 OF1905
 OF1905;                    North         East     Units Scale Factor Converg.
 OF1905;SPC NY W     -   350,515.473   434,946.123   MT  1.00002624   +0 42 51.6
 OF1905;SPC NY W     - 1,149,982.85  1,426,985.74   sFT  1.00002624   +0 42 51.6
 OF1905;UTM  18      - 4,780,754.389   293,559.100   MT  1.00012430   -1 44 13.4
 OF1905
 OF1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1905!SPC NY W     -   0.99998521  x   1.00002624  =   1.00001145
 OF1905!UTM  18      -   0.99998521  x   1.00012430  =   1.00010950
 OF1905
 OF1905:                Primary Azimuth Mark                     Grid Az
 OF1905:SPC NY W     -  SISTERS                                  176 44 42.0
 OF1905:UTM  18      -  SISTERS                                  179 11 47.0
 OF1905
 OF1905|---------------------------------------------------------------------|
 OF1905| PID    Reference Object                     Distance      Geod. Az  |
 OF1905|                                                           dddmmss.s |
 OF1905| OF1904 SISTERS                             APPROX. 0.5 KM 1772733.6 |
 OF1905| OF1908 170 11 MCGS 1969                    APPROX. 0.9 KM 1973336.8 |
 OF1905|---------------------------------------------------------------------|
 OF1905
 OF1905                          SUPERSEDED SURVEY CONTROL
 OF1905
 OF1905  NAD 83(1986)-  43 09 04.96085(N)    077 32 20.19891(W) AD(       ) 2
 OF1905  NAD 27      -  43 09 04.73628(N)    077 32 21.20497(W) AD(       ) 2
 OF1905  NGVD 29 (07/19/86)  130.1    (m)          427.     (f) VERT ANG       
 OF1905
 OF1905.Superseded values are not recommended for survey control.
 OF1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1905.See file dsdata.txt to determine how the superseded data were derived.
 OF1905
 OF1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9355980754(NAD 83)
 OF1905_MARKER: DD = SURVEY DISK
 OF1905_SETTING: 0 = UNSPECIFIED SETTING
 OF1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1905
 OF1905  HISTORY     - Date     Condition        Report By
 OF1905  HISTORY     - 1969     MONUMENTED       NY-055
 OF1905
 OF1905                          STATION DESCRIPTION
 OF1905
 OF1905'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1905'IN BRIGHTON ALONG N.Y. 47, 0.15 MILE NORTH OF OVERPASS OVER
 OF1905'BLOSSOM ROAD BETWEEN THE NORTHBOUND AND THE SOUTHBOUND LANES,
 OF1905'NEAR THREE OAK TREES.
 OF1905'
 OF1905'0.31 MILE NORTH NORTHWEST OF STATION SISTERS, 1969.
 OF1905'
 OF1905'15.5 FEET EAST OF EAST EDGE OF PAVEMENT OF SOUTHBOUND LANE.
 OF1905'
 OF1905'77.8 FEET SOUTH SOUTHWEST OF DOUBLE BOLE TREE.
 OF1905'
 OF1905'83.0 FEET SOUTH SOUTHWEST OF N.Y.S.H.H.
 OF1905'
 OF1905'67.5 FEET SOUTHWEST OF 12-INCH TREE.
 OF1905'
 OF1905'73.7 FEET SOUTHWEST OF 2X2 CONCRETE BASE OF LIGHT POLE.
 OF1905'
 OF1905'35.7 FEET WEST OF 11-INCH TREE.
 OF1905'
 OF1905'42.2 FEET NORTH NORTHEAST OF NORTHEAST CORNER LIGHT POLE 2
 OF1905'FT X 2 FT CONCRETE BASE.
 OF1905'
 OF1905'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1905'STAMPED 170-12 IN THE TOP OF A CONCRETE POST 1 FOOT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1944 ***********************************************************************
 OF1944  DESIGNATION -  170 13 MCGS 1970
 OF1944  PID         -  OF1944
 OF1944  STATE/COUNTY-  NY/MONROE
 OF1944  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1944
 OF1944                         *CURRENT SURVEY CONTROL
 OF1944  ___________________________________________________________________
 OF1944* NAD 83(1996)-  43 09 15.56752(N)    077 32 15.53287(W)     ADJUSTED  
 OF1944* NAVD 88     -       127.2    (meters)     417.     (feet)  VERTCON   
 OF1944  ___________________________________________________________________
 OF1944  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 OF1944  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OF1944
 OF1944  HORZ ORDER  -  SECOND
 OF1944
 OF1944.The horizontal coordinates were established by classical geodetic methods
 OF1944.and adjusted by the National Geodetic Survey in January 1999..
 OF1944
 OF1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1944
 OF1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1944
 OF1944.The geoid height was determined by GEOID03.
 OF1944
 OF1944;                    North         East     Units Scale Factor Converg.
 OF1944;SPC NY W     -   350,844.347   435,047.485   MT  1.00002645   +0 42 54.9
 OF1944;SPC NY W     - 1,151,061.83  1,427,318.29   sFT  1.00002645   +0 42 54.9
 OF1944;UTM  18      - 4,781,078.658   293,674.448   MT  1.00012371   -1 44 10.6
 OF1944
 OF1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1944!SPC NY W     -   0.99998563  x   1.00002645  =   1.00001208
 OF1944!UTM  18      -   0.99998563  x   1.00012371  =   1.00010934
 OF1944
 OF1944|---------------------------------------------------------------------|
 OF1944| PID    Reference Object                     Distance      Geod. Az  |
 OF1944|                                                           dddmmss.s |
 OF1944| OF1943 170 14 MCGS 1970                    332.278 METERS 34631     |
 OF1944|---------------------------------------------------------------------|
 OF1944
 OF1944                          SUPERSEDED SURVEY CONTROL
 OF1944
 OF1944  NAD 83(1986)-  43 09 15.57576(N)    077 32 15.53155(W) AD(       ) 2
 OF1944  NAD 27      -  43 09 15.35134(N)    077 32 16.53753(W) AD(       ) 2
 OF1944  NGVD 29 (07/19/86)  127.4    (m)          418.     (f) VERT ANG       
 OF1944
 OF1944.Superseded values are not recommended for survey control.
 OF1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1944.See file dsdata.txt to determine how the superseded data were derived.
 OF1944
 OF1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9367481079(NAD 83)
 OF1944_MARKER: DD = SURVEY DISK
 OF1944_SETTING: 0 = UNSPECIFIED SETTING
 OF1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1944
 OF1944  HISTORY     - Date     Condition        Report By
 OF1944  HISTORY     - 1970     MONUMENTED       NY-055
 OF1944
 OF1944                          STATION DESCRIPTION
 OF1944
 OF1944'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1944'IN TOWN OF BRIGHTON 1,200 FT MORE OR LESS SOUTH OF BROWNCROFT
 OF1944'BLVD. AT BEGINNING OF NORTH BOUND EXIT RAMP FOR NORTH BOUND
 OF1944'LANE OF N.Y. RT. 47, AND 41.8 FT WEST OF CHAIN LINK FENCE
 OF1944'ON THE PRODUCTION LINE OF THE SOUTH SIDE OF CONCRETE WALK SOUTH
 OF1944'OF CLOVER STREET.
 OF1944'
 OF1944'63.2 FT SOUTH WEST OF GUARD RAIL POST WHICH IS ON WEST SIDE
 OF1944'OF CLOVER ST.
 OF1944'
 OF1944'46.7 FT SOUTH OF A LIGHT POLE
 OF1944'
 OF1944'3.0 FT EAST OF NORTH BOUND EXIT RAMP GUARD RAIL
 OF1944'
 OF1944'1.0 FT EAST OF A WITNESS POST.
 OF1944'
 OF1944'STATION IS STANDARD MONROE COUNTY DISK SET IN A CONCRETE POST,
 OF1944'ONE FOOT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1943 ***********************************************************************
 OF1943  DESIGNATION -  170 14 MCGS 1970
 OF1943  PID         -  OF1943
 OF1943  STATE/COUNTY-  NY/MONROE
 OF1943  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1943
 OF1943                         *CURRENT SURVEY CONTROL
 OF1943  ___________________________________________________________________
 OF1943* NAD 83(1996)-  43 09 26.03811(N)    077 32 18.96162(W)     ADJUSTED  
 OF1943* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 OF1943  ___________________________________________________________________
 OF1943  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 OF1943  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1943
 OF1943  HORZ ORDER  -  SECOND
 OF1943
 OF1943.The horizontal coordinates were established by classical geodetic methods
 OF1943.and adjusted by the National Geodetic Survey in January 1999..
 OF1943
 OF1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1943
 OF1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1943
 OF1943.The geoid height was determined by GEOID03.
 OF1943
 OF1943;                    North         East     Units Scale Factor Converg.
 OF1943;SPC NY W     -   351,166.485   434,965.991   MT  1.00002628   +0 42 52.7
 OF1943;SPC NY W     - 1,152,118.71  1,427,050.92   sFT  1.00002628   +0 42 52.7
 OF1943;UTM  18      - 4,781,404.019   293,606.802   MT  1.00012405   -1 44 13.3
 OF1943
 OF1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1943!SPC NY W     -   0.99998548  x   1.00002628  =   1.00001176
 OF1943!UTM  18      -   0.99998548  x   1.00012405  =   1.00010952
 OF1943
 OF1943|---------------------------------------------------------------------|
 OF1943| PID    Reference Object                     Distance      Geod. Az  |
 OF1943|                                                           dddmmss.s |
 OF1943| OF1947 ROW MARKER NYSDOT                   223.721 METERS 07654     |
 OF1943| OF1946 4 2 89 NYSDOT 1970                  211.609 METERS 08256     |
 OF1943| OF1944 170 13 MCGS 1970                    332.278 METERS 16631     |
 OF1943|---------------------------------------------------------------------|
 OF1943
 OF1943                          SUPERSEDED SURVEY CONTROL
 OF1943
 OF1943  NAD 83(1986)-  43 09 26.04634(N)    077 32 18.96032(W) AD(       ) 2
 OF1943  NAD 27      -  43 09 25.82195(N)    077 32 19.96606(W) AD(       ) 2
 OF1943  NGVD 29 (07/19/86)  128.4    (m)          421.     (f) VERT ANG       
 OF1943
 OF1943.Superseded values are not recommended for survey control.
 OF1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1943.See file dsdata.txt to determine how the superseded data were derived.
 OF1943
 OF1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9360781404(NAD 83)
 OF1943_MARKER: DD = SURVEY DISK
 OF1943_SETTING: 0 = UNSPECIFIED SETTING
 OF1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1943
 OF1943  HISTORY     - Date     Condition        Report By
 OF1943  HISTORY     - 1970     MONUMENTED       NY-055
 OF1943
 OF1943                          STATION DESCRIPTION
 OF1943
 OF1943'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1943'IN BRIGHTON ON ROUTE 47 IN THE NORTHBOUND LANE, IN THE
 OF1943'SOUTHEAST CORNER OF THE BRIDGE OVER BROWNCROFT BLVD.
 OF1943'
 OF1943'5.5 FT. NORTHWEST OF THE FIRST GUARD RAIL POST
 OF1943'
 OF1943'1.2 FT. WEST OF THE GUARD RAIL.
 OF1943'
 OF1943'STATION IS A MONROE COUNTY STANDARD DISK SET FLUSH IN CONCRETE
 OF1943'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1953 ***********************************************************************
 OF1953  DESIGNATION -  170 15 MCGS 1970
 OF1953  PID         -  OF1953
 OF1953  STATE/COUNTY-  NY/MONROE
 OF1953  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1953
 OF1953                         *CURRENT SURVEY CONTROL
 OF1953  ___________________________________________________________________
 OF1953* NAD 83(1996)-  43 09 27.60275(N)    077 31 38.75445(W)     ADJUSTED  
 OF1953* NAVD 88     -        80.3    (meters)     263.     (feet)  VERTCON   
 OF1953  ___________________________________________________________________
 OF1953  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 OF1953  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1953
 OF1953  HORZ ORDER  -  SECOND
 OF1953
 OF1953.The horizontal coordinates were established by classical geodetic methods
 OF1953.and adjusted by the National Geodetic Survey in January 1999..
 OF1953
 OF1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1953
 OF1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1953
 OF1953.The geoid height was determined by GEOID03.
 OF1953
 OF1953;                    North         East     Units Scale Factor Converg.
 OF1953;SPC NY W     -   351,226.158   435,873.713   MT  1.00002818   +0 43 20.2
 OF1953;SPC NY W     - 1,152,314.49  1,430,029.01   sFT  1.00002818   +0 43 20.2
 OF1953;UTM  18      - 4,781,424.810   294,516.331   MT  1.00011944   -1 43 45.8
 OF1953
 OF1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1953!SPC NY W     -   0.99999299  x   1.00002818  =   1.00002117
 OF1953!UTM  18      -   0.99999299  x   1.00011944  =   1.00011243
 OF1953
 OF1953:                Primary Azimuth Mark                     Grid Az
 OF1953:SPC NY W     -  4 2 92 NYSDOT 1970                       118 44 49.7
 OF1953:UTM  18      -  4 2 92 NYSDOT 1970                       121 11 55.7
 OF1953
 OF1953|---------------------------------------------------------------------|
 OF1953| PID    Reference Object                     Distance      Geod. Az  |
 OF1953|                                                           dddmmss.s |
 OF1953| OF1968 4 2 92 NYSDOT 1970                  APPROX. 0.8 KM 1192809.9 |
 OF1953| OF1951 4 2 90 NYSDOT 1970                  253.866 METERS 28057     |
 OF1953|---------------------------------------------------------------------|
 OF1953
 OF1953                          SUPERSEDED SURVEY CONTROL
 OF1953
 OF1953  NAD 83(1986)-  43 09 27.61105(N)    077 31 38.75315(W) AD(       ) 2
 OF1953  NAD 27      -  43 09 27.38642(N)    077 31 39.76032(W) AD(       ) 2
 OF1953  NGVD 29 (07/19/86)   80.5    (m)          264.     (f) VERT ANG       
 OF1953
 OF1953.Superseded values are not recommended for survey control.
 OF1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1953.See file dsdata.txt to determine how the superseded data were derived.
 OF1953
 OF1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9451681425(NAD 83)
 OF1953_MARKER: DD = SURVEY DISK
 OF1953_SETTING: 0 = UNSPECIFIED SETTING
 OF1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1953
 OF1953  HISTORY     - Date     Condition        Report By
 OF1953  HISTORY     - 1970     MONUMENTED       NY-055
 OF1953  HISTORY     - 19950508 GOOD             USPSQD
 OF1953
 OF1953                          STATION DESCRIPTION
 OF1953
 OF1953'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1953'IN PENFIELD, NORTH OF THE WEST BOUND LANE OF BROWNCROFT BLVD.
 OF1953'
 OF1953'150 FT. + OR - EAST OF LANDING ROAD
 OF1953'
 OF1953'9.7 FT. WEST OF THE NORTHWEST CORNER OF BRIDGE
 OF1953'
 OF1953'3.2 FT. NORTH OF NORTH EDGE OF PAVEMENT OF BROWNCROFT BLVD.
 OF1953'
 OF1953'5.2 FT. EAST OF 2ND GUARD RAIL POST WEST OF BRIDGE
 OF1953'
 OF1953'1.0 FT. SOUTH OF MONROE COUNTY WITNESS POST
 OF1953'
 OF1953'STATION IS A STANDARD MONROE COUNTY DISK SET IN A CONCRETE POST.
 OF1953
 OF1953                          STATION RECOVERY (1995)
 OF1953
 OF1953'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1582 ***********************************************************************
 OF1582  DESIGNATION -  170 NYGS 1935
 OF1582  PID         -  OF1582
 OF1582  STATE/COUNTY-  NY/MONROE
 OF1582  USGS QUAD   -  WEBSTER (1978)
 OF1582
 OF1582                         *CURRENT SURVEY CONTROL
 OF1582  ___________________________________________________________________
 OF1582* NAD 83(1996)-  43 09 27.52577(N)    077 28 30.56994(W)     ADJUSTED  
 OF1582* NAVD 88     -       154.19   (+/-2cm)     505.9    (feet)  VERTCON   
 OF1582  ___________________________________________________________________
 OF1582  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 OF1582  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF1582
 OF1582  HORZ ORDER  -  THIRD
 OF1582  VERT ORDER  -  THIRD ? (See Below)
 OF1582
 OF1582.The horizontal coordinates were established by classical geodetic methods
 OF1582.and adjusted by the National Geodetic Survey in January 1999..
 OF1582
 OF1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1582.The vertical order pertains to the NGVD 29 superseded value.
 OF1582
 OF1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1582
 OF1582.The geoid height was determined by GEOID03.
 OF1582
 OF1582;                    North         East     Units Scale Factor Converg.
 OF1582;SPC NY W     -   351,278.706   440,125.044   MT  1.00003738   +0 45 29.0
 OF1582;SPC NY W     - 1,152,486.89  1,443,976.92   sFT  1.00003738   +0 45 29.0
 OF1582;UTM  18      - 4,781,295.443   298,766.342   MT  1.00009818   -1 41 36.9
 OF1582
 OF1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1582!SPC NY W     -   0.99998140  x   1.00003738  =   1.00001878
 OF1582!UTM  18      -   0.99998140  x   1.00009818  =   1.00007958
 OF1582
 OF1582                          SUPERSEDED SURVEY CONTROL
 OF1582
 OF1582  NAD 83(1986)-  43 09 27.53427(N)    077 28 30.56842(W) AD(       ) 3
 OF1582  NAD 27      -  43 09 27.30805(N)    077 28 31.58257(W) AD(       ) 3
 OF1582  NGVD 29 (07/19/86)  154.38   (m)          506.5    (f) LEVELING    3  
 OF1582
 OF1582.Superseded values are not recommended for survey control.
 OF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1582.See file dsdata.txt to determine how the superseded data were derived.
 OF1582
 OF1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9876681295(NAD 83)
 OF1582_MARKER: DS = TRIANGULATION STATION DISK
 OF1582_SETTING: 0 = UNSPECIFIED SETTING
 OF1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1582
 OF1582  HISTORY     - Date     Condition        Report By
 OF1582  HISTORY     - 1935     MONUMENTED       NYGS
 OF1582  HISTORY     - 1985     GOOD             USPSQD
 OF1582  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 OF1582
 OF1582                          STATION DESCRIPTION
 OF1582
 OF1582'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF1582'IN PENFIELD, 0.28 MILE NORTH OF ATLANTIC AVENUE, 23.4 FEET EAST
 OF1582'OF CENTER LINE OF FIVE MILE LINE ROAD, 75.3 FEET SOUTHWEST OF
 OF1582'NORTHWEST CORNER OF THE J.B. SCHRADER HOUSE, 32.4 FEET
 OF1582'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 29.5 FEET SOUTH OF
 OF1582'36-INCH ELM, AND 6.4 FEET NORTHWEST OF 24-INCH ELM.  STATION
 OF1582'IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF1582'FLUSH WITH GROUND.
 OF1582
 OF1582                          STATION RECOVERY (1985)
 OF1582
 OF1582'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1582'170 1935 FOUND GOOD.
 OF1582'
 OF1582'MEASUREMENTS FROM HOUSE NOT TAKEN BECAUSE OF SHRUBS AND TREES.
 OF1582'STATION IS IN SOUTHWEST CORNER OF THE C.C. NIELSEN YARD AT 1724 FIVE
 OF1582'MILE LINE ROAD, 6 INCHES WEST OF WITNESS POST, 2 INCHES BELOW
 OF1582'GRADE.
 OF1582
 OF1582                          STATION RECOVERY (1995)
 OF1582
 OF1582'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2052 ***********************************************************************
 PH2052  DESIGNATION -  170 SUB IBC
 PH2052  PID         -  PH2052
 PH2052  STATE/COUNTY-  NY/ST LAWRENCE
 PH2052  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2052
 PH2052                         *CURRENT SURVEY CONTROL
 PH2052  ___________________________________________________________________
 PH2052* NAD 83(1996)-  44 27 01.40820(N)    075 47 34.12368(W)     ADJUSTED  
 PH2052* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2052  ___________________________________________________________________
 PH2052  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 PH2052  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 PH2052
 PH2052  HORZ ORDER  -  THIRD
 PH2052
 PH2052.The horizontal coordinates were established by classical geodetic methods
 PH2052.and adjusted by the National Geodetic Survey in January 1999..
 PH2052
 PH2052.The orthometric height was scaled from a topographic map.
 PH2052
 PH2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2052
 PH2052.The geoid height was determined by GEOID03.
 PH2052
 PH2052;                    North         East     Units Scale Factor Converg.
 PH2052;SPC NY E     -   624,617.262    47,106.181   MT  1.00003016   -0 54 19.5
 PH2052;SPC NY E     - 2,049,265.13    154,547.53   sFT  1.00003016   -0 54 19.5
 PH2052;UTM  18      - 4,922,204.411   436,919.757   MT  0.99964893   -0 33 18.8
 PH2052
 PH2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2052!SPC NY E     -   0.99999327  x   1.00003016  =   1.00002343
 PH2052!UTM  18      -   0.99999327  x   0.99964893  =   0.99964221
 PH2052
 PH2052:                Primary Azimuth Mark                     Grid Az
 PH2052:SPC NY E     -  172 SUB IBC                              210 00 13.7
 PH2052:UTM  18      -  172 SUB IBC                              209 39 13.0
 PH2052
 PH2052|---------------------------------------------------------------------|
 PH2052| PID    Reference Object                     Distance      Geod. Az  |
 PH2052|                                                           dddmmss.s |
 PH2052| PH2057 172 SUB IBC                         APPROX. 3.3 KM 2090554.2 |
 PH2052| PH2053 SUPERIOR SHOAL CHANNEL LT IBC       APPROX. 1.6 KM 3574412.1 |
 PH2052|---------------------------------------------------------------------|
 PH2052
 PH2052                          SUPERSEDED SURVEY CONTROL
 PH2052
 PH2052  NAD 83(1986)-  44 27 01.41465(N)    075 47 34.12587(W) AD(       ) 3
 PH2052  NAD 27      -  44 27 01.23000(N)    075 47 35.29200(W) AD(       ) 3
 PH2052
 PH2052.Superseded values are not recommended for survey control.
 PH2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2052.See file dsdata.txt to determine how the superseded data were derived.
 PH2052
 PH2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3692022204(NAD 83)
 PH2052_MARKER: DD = SURVEY DISK
 PH2052_SETTING: 0 = UNSPECIFIED SETTING
 PH2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH2052
 PH2052  HISTORY     - Date     Condition        Report By
 PH2052  HISTORY     - 1940     MONUMENTED       IBC
 PH2052  HISTORY     - 1957     GOOD             IBC
 PH2052
 PH2052                          STATION DESCRIPTION
 PH2052
 PH2052'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2052'JUST OUTSIDE OF CHIPPEWA BAY ON A SMALL ROCK ISLAND JUST OFFSHORE ON
 PH2052'THE WEST SIDE AND NEAR THE NORTH END OF THE LARGEST OF THE CEDAR
 PH2052'ISLANDS IN THE ST LAWRENCE RIVER.  THIS ROCK ISLAND IS ABOUT 75 FEET
 PH2052'LONG AND 25 FEET WIDE.  THE STATION IS ABOUT 3 FEET FROM THE WATERS
 PH2052'EDGE AND ABOUT 2 FEET ABOVE THE WATER IN THE RIVER.
 PH2052'
 PH2052'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2052'DISK STATION MARK SET WITH CEMENT IN A CLEFT IN THE ROCK.
 PH2052
 PH2052                          STATION RECOVERY (1957)
 PH2052
 PH2052'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2052'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1691 ***********************************************************************
 OF1691  DESIGNATION -  1700 MCGS 1972
 OF1691  PID         -  OF1691
 OF1691  STATE/COUNTY-  NY/MONROE
 OF1691  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1691
 OF1691                         *CURRENT SURVEY CONTROL
 OF1691  ___________________________________________________________________
 OF1691* NAD 83(1996)-  43 15 11.03035(N)    077 41 47.45866(W)     ADJUSTED  
 OF1691* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 OF1691  ___________________________________________________________________
 OF1691  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 OF1691  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF1691
 OF1691  HORZ ORDER  -  SECOND
 OF1691
 OF1691.The horizontal coordinates were established by classical geodetic methods
 OF1691.and adjusted by the National Geodetic Survey in January 1999..
 OF1691
 OF1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1691
 OF1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1691
 OF1691.The geoid height was determined by GEOID03.
 OF1691
 OF1691;                    North         East     Units Scale Factor Converg.
 OF1691;SPC NY W     -   361,664.344   422,010.127   MT  1.00000127   +0 36 27.7
 OF1691;SPC NY W     - 1,186,560.44  1,384,544.89   sFT  1.00000127   +0 36 27.7
 OF1691;UTM  18      - 4,792,448.543   281,110.503   MT  1.00018943   -1 50 54.4
 OF1691
 OF1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1691!SPC NY W     -   0.99999026  x   1.00000127  =   0.99999153
 OF1691!UTM  18      -   0.99999026  x   1.00018943  =   1.00017969
 OF1691
 OF1691:                Primary Azimuth Mark                     Grid Az
 OF1691:SPC NY W     -  221 1                                    359 41 02.3
 OF1691:UTM  18      -  221 1                                    002 08 24.4
 OF1691
 OF1691|---------------------------------------------------------------------|
 OF1691| PID    Reference Object                     Distance      Geod. Az  |
 OF1691|                                                           dddmmss.s |
 OF1691| OF1682 221 1                               APPROX. 0.6 KM 0001730.0 |
 OF1691| OF1673 GREECE MOTHER OF SORROWS CH         APPROX. 3.0 KM 0903855.7 |
 OF1691|---------------------------------------------------------------------|
 OF1691
 OF1691                          SUPERSEDED SURVEY CONTROL
 OF1691
 OF1691  NAD 83(1986)-  43 15 11.03697(N)    077 41 47.45759(W) AD(       ) 2
 OF1691  NAD 27      -  43 15 10.81553(N)    077 41 48.43939(W) AD(       ) 2
 OF1691  NGVD 29 (07/19/86)   98.1    (m)          322.     (f) VERT ANG       
 OF1691
 OF1691.Superseded values are not recommended for survey control.
 OF1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1691.See file dsdata.txt to determine how the superseded data were derived.
 OF1691
 OF1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8111192449(NAD 83)
 OF1691_MARKER: DD = SURVEY DISK
 OF1691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1691
 OF1691  HISTORY     - Date     Condition        Report By
 OF1691  HISTORY     - 1972     MONUMENTED       NY-055
 OF1691  HISTORY     - 1974     GOOD             NY-055
 OF1691  HISTORY     - 1976     GOOD             NY-055
 OF1691  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1691  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1691
 OF1691                          STATION DESCRIPTION
 OF1691
 OF1691'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1691'IN THE TOWN OF GREECE, AT INTERSECTION OF LONG POND ROAD AND
 OF1691'LATTA ROAD.
 OF1691'
 OF1691'15.4 FT WEST OF CENTERLINE LONG POND ROAD
 OF1691'
 OF1691'19.6 FT NORTH OF CENTERLINE LATTA ROAD
 OF1691'
 OF1691'17.7 FT SOUTHEAST OF TRAFFIC LIGHT POLE
 OF1691'
 OF1691'20.4 FT SOUTHEAST OF UTILITY POLE, RTC 217.  180
 OF1691'
 OF1691'63.6 FT NORTHEAST OF HYDRANT
 OF1691'
 OF1691'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1691'1700 IN THE TOP OF A CONCRETE POST 0.5 FT BELOW GRADE.
 OF1691
 OF1691                          STATION RECOVERY (1974)
 OF1691
 OF1691'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1691'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1691
 OF1691                          STATION RECOVERY (1976)
 OF1691
 OF1691'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1691'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1691
 OF1691                          STATION RECOVERY (1990)
 OF1691
 OF1691'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 OF1691'MARK NOT FOUND.
 OF1691
 OF1691                          STATION RECOVERY (1999)
 OF1691
 OF1691'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1692 ***********************************************************************
 OF1692  DESIGNATION -  1701 MCGS 1972
 OF1692  PID         -  OF1692
 OF1692  STATE/COUNTY-  NY/MONROE
 OF1692  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1692
 OF1692                         *CURRENT SURVEY CONTROL
 OF1692  ___________________________________________________________________
 OF1692* NAD 83(1996)-  43 15 10.86057(N)    077 41 22.22814(W)     ADJUSTED  
 OF1692* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 OF1692  ___________________________________________________________________
 OF1692  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 OF1692  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1692
 OF1692  HORZ ORDER  -  SECOND
 OF1692
 OF1692.The horizontal coordinates were established by classical geodetic methods
 OF1692.and adjusted by the National Geodetic Survey in January 1999..
 OF1692
 OF1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1692
 OF1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1692
 OF1692.The geoid height was determined by GEOID03.
 OF1692
 OF1692;                    North         East     Units Scale Factor Converg.
 OF1692;SPC NY W     -   361,665.165   422,579.279   MT  1.00000228   +0 36 45.0
 OF1692;SPC NY W     - 1,186,563.13  1,386,412.18   sFT  1.00000228   +0 36 45.0
 OF1692;UTM  18      - 4,792,424.968   281,679.273   MT  1.00018637   -1 50 37.1
 OF1692
 OF1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1692!SPC NY W     -   0.99999065  x   1.00000228  =   0.99999293
 OF1692!UTM  18      -   0.99999065  x   1.00018637  =   1.00017702
 OF1692
 OF1692:                Primary Azimuth Mark                     Grid Az
 OF1692:SPC NY W     -  1703 MCGS 1972                           089 59 18.3
 OF1692:UTM  18      -  1703 MCGS 1972                           092 26 40.4
 OF1692
 OF1692|---------------------------------------------------------------------|
 OF1692| PID    Reference Object                     Distance      Geod. Az  |
 OF1692|                                                           dddmmss.s |
 OF1692| OF1694 1703 MCGS 1972                      APPROX. 2.0 KM 0903603.3 |
 OF1692| OF1673 GREECE MOTHER OF SORROWS CH         APPROX. 2.5 KM 0904055.3 |
 OF1692|---------------------------------------------------------------------|
 OF1692
 OF1692                          SUPERSEDED SURVEY CONTROL
 OF1692
 OF1692  NAD 83(1986)-  43 15 10.86716(N)    077 41 22.22694(W) AD(       ) 2
 OF1692  NAD 27      -  43 15 10.64520(N)    077 41 23.20951(W) AD(       ) 2
 OF1692  NGVD 29 (07/19/86)   95.6    (m)          314.     (f) VERT ANG       
 OF1692
 OF1692.Superseded values are not recommended for survey control.
 OF1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1692.See file dsdata.txt to determine how the superseded data were derived.
 OF1692
 OF1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8167992425(NAD 83)
 OF1692_MARKER: DD = SURVEY DISK
 OF1692_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1692
 OF1692  HISTORY     - Date     Condition        Report By
 OF1692  HISTORY     - 1972     MONUMENTED       NY-055
 OF1692  HISTORY     - 1976     GOOD             NY-055
 OF1692  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1692
 OF1692                          STATION DESCRIPTION
 OF1692
 OF1692'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1692'IN THE TOWN OF GREECE ON LATTA ROAD 0.35 MILES EAST OF LONG
 OF1692'POND ROAD
 OF1692'
 OF1692'16.9 FT NORTH OF CENTERLINE OF LATTA ROAD
 OF1692'
 OF1692'77.2 FT WEST OF UTILITY POLE, RGE 142, RTC 160
 OF1692'
 OF1692'113.2 FT SOUTH OF EAST CORNER OF GARAGE OF HOUSE 2880
 OF1692'
 OF1692'11.2 FT EAST OF RANGELINE OF GARAGE
 OF1692'
 OF1692'2.7 FT SOUTH OF MCGS POST
 OF1692'
 OF1692'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1692'1701 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT.
 OF1692
 OF1692                          STATION RECOVERY (1976)
 OF1692
 OF1692'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1692'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1692
 OF1692                          STATION RECOVERY (2002)
 OF1692
 OF1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1692'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1693 ***********************************************************************
 OF1693  DESIGNATION -  1702 MCGS 1972
 OF1693  PID         -  OF1693
 OF1693  STATE/COUNTY-  NY/MONROE
 OF1693  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1693
 OF1693                         *CURRENT SURVEY CONTROL
 OF1693  ___________________________________________________________________
 OF1693* NAD 83(1996)-  43 15 10.40433(N)    077 40 39.89047(W)     ADJUSTED  
 OF1693* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 OF1693  ___________________________________________________________________
 OF1693  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 OF1693  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1693
 OF1693  HORZ ORDER  -  SECOND
 OF1693
 OF1693.The horizontal coordinates were established by classical geodetic methods
 OF1693.and adjusted by the National Geodetic Survey in January 1999..
 OF1693
 OF1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1693
 OF1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1693
 OF1693.The geoid height was determined by GEOID03.
 OF1693
 OF1693;                    North         East     Units Scale Factor Converg.
 OF1693;SPC NY W     -   361,661.362   423,534.395   MT  1.00000399   +0 37 14.0
 OF1693;SPC NY W     - 1,186,550.65  1,389,545.76   sFT  1.00000399   +0 37 14.0
 OF1693;UTM  18      - 4,792,380.230   282,633.521   MT  1.00018125   -1 50 08.0
 OF1693
 OF1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1693!SPC NY W     -   0.99999100  x   1.00000399  =   0.99999499
 OF1693!UTM  18      -   0.99999100  x   1.00018125  =   1.00017225
 OF1693
 OF1693:                Primary Azimuth Mark                     Grid Az
 OF1693:SPC NY W     -  1701 MCGS 1972                           270 13 41.2
 OF1693:UTM  18      -  1701 MCGS 1972                           272 41 03.2
 OF1693
 OF1693|---------------------------------------------------------------------|
 OF1693| PID    Reference Object                     Distance      Geod. Az  |
 OF1693|                                                           dddmmss.s |
 OF1693| OF1692 1701 MCGS 1972                      APPROX. 1.0 KM 2705055.2 |
 OF1693|---------------------------------------------------------------------|
 OF1693
 OF1693                          SUPERSEDED SURVEY CONTROL
 OF1693
 OF1693  NAD 83(1986)-  43 15 10.41082(N)    077 40 39.88926(W) AD(       ) 2
 OF1693  NAD 27      -  43 15 10.18831(N)    077 40 40.87301(W) AD(       ) 2
 OF1693  NGVD 29 (07/19/86)   93.4    (m)          306.     (f) VERT ANG       
 OF1693
 OF1693.Superseded values are not recommended for survey control.
 OF1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1693.See file dsdata.txt to determine how the superseded data were derived.
 OF1693
 OF1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8263492380(NAD 83)
 OF1693_MARKER: DD = SURVEY DISK
 OF1693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1693
 OF1693  HISTORY     - Date     Condition        Report By
 OF1693  HISTORY     - 1972     MONUMENTED       NY-055
 OF1693  HISTORY     - 1976     GOOD             NY-055
 OF1693  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1693
 OF1693                          STATION DESCRIPTION
 OF1693
 OF1693'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1693'IN THE TOWN OF GREECE ON LATTA ROAD AND KIRK ROAD--
 OF1693'
 OF1693'17.9 FT S. OF CENTERLINE OF LATTA ROAD
 OF1693'
 OF1693'10.2 FT W. OF EXTENDED CENTERLINE OF KIRK ROAD.
 OF1693'
 OF1693'56.8 FT S.W. OF UTILITY POLE RGE 230, 139, 121
 OF1693'
 OF1693'54.3 FT W. OF UTILITY POLE RGE 121A, 139-1/2
 OF1693'
 OF1693'63.2 FT S.W. OF CONCRETE STATION MARKER
 OF1693'
 OF1693'1.7 FT N. OF MONROE COUNTY WITNESS POST
 OF1693'
 OF1693'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1693'1702 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT.
 OF1693
 OF1693                          STATION RECOVERY (1976)
 OF1693
 OF1693'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1693'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1693
 OF1693                          STATION RECOVERY (2002)
 OF1693
 OF1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1693'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0439 ***********************************************************************
 OE0439  DESIGNATION -  1703 A
 OE0439  PID         -  OE0439
 OE0439  STATE/COUNTY-  NY/HAMILTON
 OE0439  USGS QUAD   -  
 OE0439
 OE0439                         *CURRENT SURVEY CONTROL
 OE0439  ___________________________________________________________________
 OE0439* NAD 83(1986)-  43 26 50.     (N)    074 31 34.     (W)     SCALED    
 OE0439* NAVD 88     -       518.992  (meters)    1702.73   (feet)  ADJUSTED  
 OE0439  ___________________________________________________________________
 OE0439  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OE0439  DYNAMIC HT  -         518.851 (meters)    1702.26  (feet)  COMP
 OE0439  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 OE0439
 OE0439  VERT ORDER  -  SECOND    CLASS 0
 OE0439
 OE0439.The horizontal coordinates were scaled from a topographic map and have
 OE0439.an estimated accuracy of +/- 6 seconds.
 OE0439
 OE0439.The orthometric height was determined by differential leveling
 OE0439.and adjusted by the National Geodetic Survey in June 1991..
 OE0439
 OE0439.The geoid height was determined by GEOID03.
 OE0439
 OE0439.The dynamic height is computed by dividing the NAVD 88
 OE0439.geopotential number by the normal gravity value computed on the
 OE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0439.degrees latitude (g = 980.6199 gals.).
 OE0439
 OE0439.The modeled gravity was interpolated from observed gravity values.
 OE0439
 OE0439;                    North         East    Units  Estimated Accuracy
 OE0439;SPC NY E     -   512,350.      147,890.      MT  (+/- 180 meters Scaled)
 OE0439
 OE0439                          SUPERSEDED SURVEY CONTROL
 OE0439
 OE0439  NGVD 29 (??/??/92)  519.086  (m)         1703.03   (f) ADJ UNCH    2 0
 OE0439
 OE0439.Superseded values are not recommended for survey control.
 OE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0439.See file dsdata.txt to determine how the superseded data were derived.
 OE0439
 OE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP383105(NAD 83)
 OE0439_MARKER: DD = SURVEY DISK
 OE0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0439_SP_SET: WALL
 OE0439_STAMPING: 1703 A
 OE0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0439
 OE0439  HISTORY     - Date     Condition        Report By
 OE0439  HISTORY     - UNK      MONUMENTED       USGS
 OE0439  HISTORY     - 1935     GOOD             NGS
 OE0439  HISTORY     - 1976     GOOD             NGS
 OE0439  HISTORY     - 1991     GOOD             USPSQD
 OE0439
 OE0439                          STATION DESCRIPTION
 OE0439
 OE0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0439'IN PISECO.
 OE0439'IS LOCATED AT PISECO.  STANDARD TABLET SET VERTICALLY IN SOUTHWEST
 OE0439'CORNER OF BASEMENT WALL OF IRONDEQUOIT CLUB HOUSE.  4 FEET ABOVE THE
 OE0439'GROUND.  6 INCHES FROM SOUTHWEST CORNER.
 OE0439
 OE0439                          STATION RECOVERY (1976)
 OE0439
 OE0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0439'RECOVERED IN GOOD CONDITION.
 OE0439
 OE0439                          STATION RECOVERY (1991)
 OE0439
 OE0439'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNO)
 OE0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1694 ***********************************************************************
 OF1694  DESIGNATION -  1703 MCGS 1972
 OF1694  PID         -  OF1694
 OF1694  STATE/COUNTY-  NY/MONROE
 OF1694  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1694
 OF1694                         *CURRENT SURVEY CONTROL
 OF1694  ___________________________________________________________________
 OF1694* NAD 83(1996)-  43 15 10.18679(N)    077 39 55.53195(W)     ADJUSTED  
 OF1694* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 OF1694  ___________________________________________________________________
 OF1694  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 OF1694  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1694
 OF1694  HORZ ORDER  -  SECOND
 OF1694
 OF1694.The horizontal coordinates were established by classical geodetic methods
 OF1694.and adjusted by the National Geodetic Survey in January 1999..
 OF1694
 OF1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1694
 OF1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1694
 OF1694.The geoid height was determined by GEOID03.
 OF1694
 OF1694;                    North         East     Units Scale Factor Converg.
 OF1694;SPC NY W     -   361,665.560   424,535.016   MT  1.00000582   +0 37 44.4
 OF1694;SPC NY W     - 1,186,564.42  1,392,828.63   sFT  1.00000582   +0 37 44.4
 OF1694;UTM  18      - 4,792,341.537   283,633.576   MT  1.00017591   -1 49 37.6
 OF1694
 OF1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1694!SPC NY W     -   0.99999075  x   1.00000582  =   0.99999657
 OF1694!UTM  18      -   0.99999075  x   1.00017591  =   1.00016666
 OF1694
 OF1694:                Primary Azimuth Mark                     Grid Az
 OF1694:SPC NY W     -  BOULEVARD 1925                           087 39 58.2
 OF1694:UTM  18      -  BOULEVARD 1925                           090 07 20.2
 OF1694
 OF1694|---------------------------------------------------------------------|
 OF1694| PID    Reference Object                     Distance      Geod. Az  |
 OF1694|                                                           dddmmss.s |
 OF1694| OF1664 BOULEVARD 1925                      APPROX. 0.5 KM 0881742.6 |
 OF1694|---------------------------------------------------------------------|
 OF1694
 OF1694                          SUPERSEDED SURVEY CONTROL
 OF1694
 OF1694  NAD 83(1986)-  43 15 10.19318(N)    077 39 55.53063(W) AD(       ) 2
 OF1694  NAD 27      -  43 15 09.97083(N)    077 39 56.51561(W) AD(       ) 2
 OF1694  NGVD 29 (07/19/86)   95.0    (m)          312.     (f) VERT ANG       
 OF1694
 OF1694.Superseded values are not recommended for survey control.
 OF1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1694.See file dsdata.txt to determine how the superseded data were derived.
 OF1694
 OF1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8363492342(NAD 83)
 OF1694_MARKER: DD = SURVEY DISK
 OF1694_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1694
 OF1694  HISTORY     - Date     Condition        Report By
 OF1694  HISTORY     - 1973     MONUMENTED       NY-055
 OF1694  HISTORY     - 1976     GOOD             NY-055
 OF1694  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1694
 OF1694                          STATION DESCRIPTION
 OF1694
 OF1694'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1694'IN THE TOWN OF GREECE AT THE INTERSECTION OF LATTA ROAD
 OF1694'AND ISLAND COTTAGE ROAD.
 OF1694'
 OF1694'18.8 FT S. OF CENTERLINE OF LATTA ROAD
 OF1694'
 OF1694'2.4 FT W. OF EXTENDED CENTERLINE OF ISLAND COTTAGE RD.
 OF1694'
 OF1694'4.0 FT S.W. OF UTILITY POLE RGE 123 94A
 OF1694'
 OF1694'19.5 W. OF MAN HOLE
 OF1694'
 OF1694'5.5 FT W. OF W. CORNER OF ASPHALT DRIVEWAY
 OF1694'
 OF1694'45.7 FT W. OF HYDRANT
 OF1694'
 OF1694'33.3 FT N.E. OF UTILITY POLE RGE 95, RTC 1132-1/2
 OF1694'
 OF1694'89.0 FT N.W. OF E. CORNER OF GARAGE OF HOUSE 1943 AND 1941
 OF1694'
 OF1694'85.0 FT N.W. OF W. CORNER OF GARAGE
 OF1694'
 OF1694'39.5 FT E. OF UTILITY POLE RGE 96, RTC, 114
 OF1694'
 OF1694'1.9 FT N. OF MONROE COUNTY WITNESS POST
 OF1694'
 OF1694'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1694'1703 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT.
 OF1694
 OF1694                          STATION RECOVERY (1976)
 OF1694
 OF1694'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1694'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1694
 OF1694                          STATION RECOVERY (2002)
 OF1694
 OF1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1694'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0178 ***********************************************************************
 PH0178  DESIGNATION -  1704
 PH0178  PID         -  PH0178
 PH0178  STATE/COUNTY-  NY/FRANKLIN
 PH0178  USGS QUAD   -  
 PH0178
 PH0178                         *CURRENT SURVEY CONTROL
 PH0178  ___________________________________________________________________
 PH0178* NAD 83(1986)-  44 26 05.     (N)    074 11 17.     (W)     SCALED    
 PH0178* NAVD 88     -       519.348  (meters)    1703.89   (feet)  ADJUSTED  
 PH0178  ___________________________________________________________________
 PH0178  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 PH0178  DYNAMIC HT  -         519.258 (meters)    1703.60  (feet)  COMP
 PH0178  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 PH0178
 PH0178  VERT ORDER  -  FIRST     CLASS II
 PH0178
 PH0178.The horizontal coordinates were scaled from a topographic map and have
 PH0178.an estimated accuracy of +/- 6 seconds.
 PH0178
 PH0178.The orthometric height was determined by differential leveling
 PH0178.and adjusted by the National Geodetic Survey in June 1991..
 PH0178
 PH0178.The geoid height was determined by GEOID03.
 PH0178
 PH0178.The dynamic height is computed by dividing the NAVD 88
 PH0178.geopotential number by the normal gravity value computed on the
 PH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0178.degrees latitude (g = 980.6199 gals.).
 PH0178
 PH0178.The modeled gravity was interpolated from observed gravity values.
 PH0178
 PH0178;                    North         East    Units  Estimated Accuracy
 PH0178;SPC NY E     -   622,110.      174,830.      MT  (+/- 180 meters Scaled)
 PH0178
 PH0178                          SUPERSEDED SURVEY CONTROL
 PH0178
 PH0178  NGVD 29 (??/??/92)  519.388  (m)         1704.03   (f) ADJ UNCH    1 2
 PH0178
 PH0178.Superseded values are not recommended for survey control.
 PH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0178.See file dsdata.txt to determine how the superseded data were derived.
 PH0178
 PH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ646204(NAD 83)
 PH0178_MARKER: DD = SURVEY DISK
 PH0178_SETTING: 80 = SET IN A BOULDER
 PH0178_SP_SET: BOULDER
 PH0178_STAMPING: 1704 FT COVINGTON
 PH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0178+STABILITY: SURFACE MOTION
 PH0178
 PH0178  HISTORY     - Date     Condition        Report By
 PH0178  HISTORY     - UNK      MONUMENTED       USGS
 PH0178  HISTORY     - 1931     GOOD             NGS
 PH0178
 PH0178                          STATION DESCRIPTION
 PH0178
 PH0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0178'IN GABRIELS.
 PH0178'IN A SCRUB PINE AND JUNIPER THICKET WEST OF THE NEW YORK CENTRAL
 PH0178'RAILROAD TRACKS AND NORTH OF MACADAM HIGHWAY THROUGH GABRIELS.  75
 PH0178'METERS NORTH OF THE CENTER LINE OF HIGHWAY AND 600 METERS WEST OF
 PH0178'RAILROAD.  IN TOP OF A LARGE GRANITE BOULDER.  DISK STAMPED 1704 FT
 PH0178'COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1695 ***********************************************************************
 OF1695  DESIGNATION -  1704 MCGS 1972
 OF1695  PID         -  OF1695
 OF1695  STATE/COUNTY-  NY/MONROE
 OF1695  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1695
 OF1695                         *CURRENT SURVEY CONTROL
 OF1695  ___________________________________________________________________
 OF1695* NAD 83(1996)-  43 15 10.28658(N)    077 38 48.92284(W)     ADJUSTED  
 OF1695* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 OF1695  ___________________________________________________________________
 OF1695  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF1695  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1695
 OF1695  HORZ ORDER  -  SECOND
 OF1695
 OF1695.The horizontal coordinates were established by classical geodetic methods
 OF1695.and adjusted by the National Geodetic Survey in January 1999..
 OF1695
 OF1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1695
 OF1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1695
 OF1695.The geoid height was determined by GEOID03.
 OF1695
 OF1695;                    North         East     Units Scale Factor Converg.
 OF1695;SPC NY W     -   361,685.300   426,037.413   MT  1.00000860   +0 38 30.0
 OF1695;SPC NY W     - 1,186,629.19  1,397,757.75   sFT  1.00000860   +0 38 30.0
 OF1695;UTM  18      - 4,792,296.868   285,135.687   MT  1.00016794   -1 48 51.9
 OF1695
 OF1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1695!SPC NY W     -   0.99999264  x   1.00000860  =   1.00000124
 OF1695!UTM  18      -   0.99999264  x   1.00016794  =   1.00016057
 OF1695
 OF1695|---------------------------------------------------------------------|
 OF1695| PID    Reference Object                     Distance      Geod. Az  |
 OF1695|                                                           dddmmss.s |
 OF1695| OF1665 DEWEY 1925                          128.980 METERS 08252     |
 OF1695| OF1688 DEWEY MCGS 1969                     193.033 METERS 08522     |
 OF1695| OF1686 HYDRANT MCGS 1969                   312.296 METERS 27002     |
 OF1695| OF1666 PADDY                               APPROX. 0.8 KM 2711753.0 |
 OF1695|---------------------------------------------------------------------|
 OF1695
 OF1695                          SUPERSEDED SURVEY CONTROL
 OF1695
 OF1695  NAD 83(1986)-  43 15 10.29293(N)    077 38 48.92143(W) AD(       ) 2
 OF1695  NAD 27      -  43 15 10.07103(N)    077 38 49.90683(W) AD(       ) 2
 OF1695  NGVD 29 (07/19/86)   83.0    (m)          272.     (f) VERT ANG       
 OF1695
 OF1695.Superseded values are not recommended for survey control.
 OF1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1695.See file dsdata.txt to determine how the superseded data were derived.
 OF1695
 OF1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8513692297(NAD 83)
 OF1695_MARKER: DD = SURVEY DISK
 OF1695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1695
 OF1695  HISTORY     - Date     Condition        Report By
 OF1695  HISTORY     - 1973     MONUMENTED       NY-055
 OF1695  HISTORY     - 1976     GOOD             NY-055
 OF1695  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1695
 OF1695                          STATION DESCRIPTION
 OF1695
 OF1695'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1695'IN TOWN OF GREECE AT SW CORNER OF INTERSECTION OF LATTA RD.
 OF1695'AND DEWEY AVENUE
 OF1695'
 OF1695'15.7 FT SW OF CENTER OF WATER VALVE.
 OF1695'
 OF1695'20.6 FT SW OF CENTER OF SEWER MANHOLE
 OF1695'
 OF1695'23.7 FT W OF CENTER OF SEWER MANHOLE
 OF1695'
 OF1695'34.6 FT W OF CENTERLINE DEWEY AVENUE
 OF1695'
 OF1695'16.9 FT N OF UTILITY POLE 333.
 OF1695'
 OF1695'9.8 FT SE OF TRAFFIC LITE POLE.
 OF1695'
 OF1695'19.2 FT SE OF CENTER OF D.I.
 OF1695'
 OF1695'36.0 FT S OF CENTERLINE LATTA ROAD
 OF1695'
 OF1695'MONUMENT IS A MONROE COUNTY STANDARD DISK SET IN A PRECAST
 OF1695'CONCRETE COLUMN, 0.7 FT BELOW GRADE WITH A CAST IRON FRAME
 OF1695'AND COVER.
 OF1695
 OF1695                          STATION RECOVERY (1976)
 OF1695
 OF1695'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1695'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1695
 OF1695                          STATION RECOVERY (1999)
 OF1695
 OF1695'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1690 ***********************************************************************
 OF1690  DESIGNATION -  1705 MCGS 1972
 OF1690  PID         -  OF1690
 OF1690  STATE/COUNTY-  NY/MONROE
 OF1690  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1690
 OF1690                         *CURRENT SURVEY CONTROL
 OF1690  ___________________________________________________________________
 OF1690* NAD 83(1996)-  43 15 10.30696(N)    077 38 14.58081(W)     ADJUSTED  
 OF1690* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 OF1690  ___________________________________________________________________
 OF1690  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OF1690  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1690
 OF1690  HORZ ORDER  -  SECOND
 OF1690
 OF1690.The horizontal coordinates were established by classical geodetic methods
 OF1690.and adjusted by the National Geodetic Survey in January 1999..
 OF1690
 OF1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1690
 OF1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1690
 OF1690.The geoid height was determined by GEOID03.
 OF1690
 OF1690;                    North         East     Units Scale Factor Converg.
 OF1690;SPC NY W     -   361,694.649   426,812.023   MT  1.00001005   +0 38 53.6
 OF1690;SPC NY W     - 1,186,659.86  1,400,299.11   sFT  1.00001005   +0 38 53.6
 OF1690;UTM  18      - 4,792,273.009   285,910.107   MT  1.00016386   -1 48 28.3
 OF1690
 OF1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1690!SPC NY W     -   0.99999152  x   1.00001005  =   1.00000157
 OF1690!UTM  18      -   0.99999152  x   1.00016386  =   1.00015538
 OF1690
 OF1690:                Primary Azimuth Mark                     Grid Az
 OF1690:SPC NY W     -  DEWEY MCGS 1969                          270 49 42.3
 OF1690:UTM  18      -  DEWEY MCGS 1969                          273 17 04.2
 OF1690
 OF1690|---------------------------------------------------------------------|
 OF1690| PID    Reference Object                     Distance      Geod. Az  |
 OF1690|                                                           dddmmss.s |
 OF1690| OF1688 DEWEY MCGS 1969                     APPROX. 0.6 KM 2712835.9 |
 OF1690|---------------------------------------------------------------------|
 OF1690
 OF1690                          SUPERSEDED SURVEY CONTROL
 OF1690
 OF1690  NAD 83(1986)-  43 15 10.31335(N)    077 38 14.57948(W) AD(       ) 2
 OF1690  NAD 27      -  43 15 10.09161(N)    077 38 15.56570(W) AD(       ) 2
 OF1690  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 OF1690
 OF1690.Superseded values are not recommended for survey control.
 OF1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1690.See file dsdata.txt to determine how the superseded data were derived.
 OF1690
 OF1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8591092273(NAD 83)
 OF1690_MARKER: DD = SURVEY DISK
 OF1690_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1690
 OF1690  HISTORY     - Date     Condition        Report By
 OF1690  HISTORY     - 1973     MONUMENTED       NY-055
 OF1690  HISTORY     - 1976     GOOD             NY-055
 OF1690  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1690
 OF1690                          STATION DESCRIPTION
 OF1690
 OF1690'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF1690'IN THE TOWN OF GREECE ON LATTA RD. 0.5 MILE E. OF DEWEY AVENUE.
 OF1690'
 OF1690'19.1 FT S. OF CENTERLINE OF LATTA ROAD
 OF1690'
 OF1690'61.1 FT S.W. OF UTILITY POLE RGE 6,4,36, RTC 54
 OF1690'
 OF1690'19.7 FT W. OF ASPHALT DRIVEWAY
 OF1690'
 OF1690'66.7 FT N.W. OF E. CORNER OF HOUSE 981
 OF1690'
 OF1690'6.0 FT W. OF E. RANGE LINE OF 981
 OF1690'
 OF1690'10.0 FT N. OF ASPHALT SIDEWALK
 OF1690'
 OF1690'3.5 FT N. OF MONROE COUNTY WITNESS POST
 OF1690'
 OF1690'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1690'1705 IN THE TOP OF A CONCRETE POST COVERED.
 OF1690
 OF1690                          STATION RECOVERY (1976)
 OF1690
 OF1690'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1690'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1690
 OF1690                          STATION RECOVERY (1999)
 OF1690
 OF1690'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2375 ***********************************************************************
 OF2375  DESIGNATION -  1706 MCGS 1972
 OF2375  PID         -  OF2375
 OF2375  STATE/COUNTY-  NY/MONROE
 OF2375  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2375
 OF2375                         *CURRENT SURVEY CONTROL
 OF2375  ___________________________________________________________________
 OF2375* NAD 83(1996)-  43 12 17.59269(N)    077 39 49.88018(W)     ADJUSTED  
 OF2375* NAVD 88     -       130.1    (meters)     427.     (feet)  VERTCON   
 OF2375  ___________________________________________________________________
 OF2375  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 OF2375  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OF2375
 OF2375  HORZ ORDER  -  SECOND
 OF2375
 OF2375.The horizontal coordinates were established by classical geodetic methods
 OF2375.and adjusted by the National Geodetic Survey in January 1999..
 OF2375
 OF2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2375
 OF2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2375
 OF2375.The geoid height was determined by GEOID03.
 OF2375
 OF2375;                    North         East     Units Scale Factor Converg.
 OF2375;SPC NY W     -   356,340.939   424,721.043   MT  1.00000616   +0 37 46.2
 OF2375;SPC NY W     - 1,169,095.23  1,393,438.96   sFT  1.00000616   +0 37 46.2
 OF2375;UTM  18      - 4,787,012.928   283,591.345   MT  1.00017615   -1 49 27.9
 OF2375
 OF2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2375!SPC NY W     -   0.99998519  x   1.00000616  =   0.99999135
 OF2375!UTM  18      -   0.99998519  x   1.00017615  =   1.00016134
 OF2375
 OF2375|---------------------------------------------------------------------|
 OF2375| PID    Reference Object                     Distance      Geod. Az  |
 OF2375|                                                           dddmmss.s |
 OF2375| OF2343 4 1 2 NYSDOT 1972                   341.730 METERS 09654     |
 OF2375| OF2374 1706 MCGS 1972 ECC                    2.795 METERS 19128     |
 OF2375|---------------------------------------------------------------------|
 OF2375
 OF2375                          SUPERSEDED SURVEY CONTROL
 OF2375
 OF2375  NAD 83(1986)-  43 12 17.59993(N)    077 39 49.87760(W) AD(       ) 2
 OF2375  NAD 27      -  43 12 17.37704(N)    077 39 50.86312(W) AD(       ) 2
 OF2375  NGVD 29 (07/19/86)  130.3    (m)          427.     (f) VERT ANG       
 OF2375
 OF2375.Superseded values are not recommended for survey control.
 OF2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2375.See file dsdata.txt to determine how the superseded data were derived.
 OF2375
 OF2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8359187013(NAD 83)
 OF2375_MARKER: DD = SURVEY DISK
 OF2375_SETTING: 0 = UNSPECIFIED SETTING
 OF2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2375
 OF2375  HISTORY     - Date     Condition        Report By
 OF2375  HISTORY     - 1972     MONUMENTED       NY-055
 OF2375
 OF2375                          STATION DESCRIPTION
 OF2375
 OF2375'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2375'IN TOWN OF GREECE ON RIDGE ROAD W., 0.1 MILE E. OF STONE
 OF2375'ROAD AND O.25 MILE W. OF MT. READ BLVD.
 OF2375'
 OF2375'51.3 FT N. OF CENTERLINE RIDGE ROAD W.
 OF2375'
 OF2375'11.6 FT N. OF S. EDGE OF N. CURB
 OF2375'
 OF2375'41.0 FT NE OF CENTER OF D.I.
 OF2375'
 OF2375'51.3 FT E. OF UTILITY POLE 174 RGE 161
 OF2375'
 OF2375'6.4 FT S. OF EDGE OF PARKING AREA
 OF2375'
 OF2375'31.0 FT W. OF W. RANGELINE OF HOUSE 1367
 OF2375'
 OF2375'2.3 FT N. OF HWY. MARKER 104 4303 1175
 OF2375'
 OF2375'1.0 FT N. OF MONROE COUNTY WITNESS POST
 OF2375'
 OF2375'MONUMENT IS A MONROE COUNTY STANDARD DISK SET IN A PRECAST
 OF2375'COLUMN, 0.5 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2318 ***********************************************************************
 OF2318  DESIGNATION -  1709 MCGS 1972
 OF2318  PID         -  OF2318
 OF2318  STATE/COUNTY-  NY/MONROE
 OF2318  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2318
 OF2318                         *CURRENT SURVEY CONTROL
 OF2318  ___________________________________________________________________
 OF2318* NAD 83(1996)-  43 12 37.05526(N)    077 41 51.89018(W)     ADJUSTED  
 OF2318* NAVD 88     -       131.5    (meters)     431.     (feet)  VERTCON   
 OF2318  ___________________________________________________________________
 OF2318  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 OF2318  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF2318
 OF2318  HORZ ORDER  -  SECOND
 OF2318
 OF2318.The horizontal coordinates were established by classical geodetic methods
 OF2318.and adjusted by the National Geodetic Survey in January 1999..
 OF2318
 OF2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2318
 OF2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2318
 OF2318.The geoid height was determined by GEOID03.
 OF2318
 OF2318;                    North         East     Units Scale Factor Converg.
 OF2318;SPC NY W     -   356,911.821   421,960.478   MT  1.00000118   +0 36 22.9
 OF2318;SPC NY W     - 1,170,968.20  1,384,382.00   sFT  1.00000118   +0 36 22.9
 OF2318;UTM  18      - 4,787,701.613   280,857.265   MT  1.00019080   -1 50 52.2
 OF2318
 OF2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2318!SPC NY W     -   0.99998497  x   1.00000118  =   0.99998615
 OF2318!UTM  18      -   0.99998497  x   1.00019080  =   1.00017576
 OF2318
 OF2318:                Primary Azimuth Mark                     Grid Az
 OF2318:SPC NY W     -  721 6 MCGS 1969                          264 12 16.6
 OF2318:UTM  18      -  721 6 MCGS 1969                          266 39 31.7
 OF2318
 OF2318|---------------------------------------------------------------------|
 OF2318| PID    Reference Object                     Distance      Geod. Az  |
 OF2318|                                                           dddmmss.s |
 OF2318| OF2302 721 6 MCGS 1969                     426.994 METERS 2644839.5 |
 OF2318|---------------------------------------------------------------------|
 OF2318
 OF2318                          SUPERSEDED SURVEY CONTROL
 OF2318
 OF2318  NAD 83(1986)-  43 12 37.06248(N)    077 41 51.88841(W) AD(       ) 2
 OF2318  NAD 27      -  43 12 36.84089(N)    077 41 52.87072(W) AD(       ) 2
 OF2318  NGVD 29 (07/19/86)  131.7    (m)          432.     (f) VERT ANG       
 OF2318
 OF2318.Superseded values are not recommended for survey control.
 OF2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2318.See file dsdata.txt to determine how the superseded data were derived.
 OF2318
 OF2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8085787702(NAD 83)
 OF2318_MARKER: DD = SURVEY DISK
 OF2318_SETTING: 0 = UNSPECIFIED SETTING
 OF2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2318
 OF2318  HISTORY     - Date     Condition        Report By
 OF2318  HISTORY     - 1972     MONUMENTED       NY-055
 OF2318
 OF2318                          STATION DESCRIPTION
 OF2318
 OF2318'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2318'IN TOWN OF GREECE, ON RIDGE ROAD W., 0.2 MILE W. OF LONG POND ROAD
 OF2318'
 OF2318'36.3 FT N. OF CENTERLINE RIDGE ROAD WEST
 OF2318'
 OF2318'45.7 FT E. OF UTILITY POLE 149 RTC RGE 93.
 OF2318'
 OF2318'2.3 FT S. OF S. EDGE CONCRETE SIDEWALK
 OF2318'
 OF2318'51.7 FT SW OF SW CORNER OF HOUSE 2604
 OF2318'
 OF2318'42.3 FT SW OF SW CORNER OF PORCH OF HOUSE 2604
 OF2318'
 OF2318'51.2 FT SW OF SE CORNER OF PORCH OF HOUSE 2604
 OF2318'
 OF2318'68.0 FT W. OF RGE 92 RTC 143
 OF2318'
 OF2318'MONUMENT IS A MONROE COUNTY STANDARD DISK SET IN A PRECAST
 OF2318'COLUMN, 0.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0963 ***********************************************************************
 KU0963  DESIGNATION -  171
 KU0963  PID         -  KU0963
 KU0963  STATE/COUNTY-  NY/WESTCHESTER
 KU0963  USGS QUAD   -  YONKERS (1979)
 KU0963
 KU0963                         *CURRENT SURVEY CONTROL
 KU0963  ___________________________________________________________________
 KU0963* NAD 83(1986)-  40 57 40.     (N)    073 53 35.     (W)     SCALED    
 KU0963* NAVD 88     -         2.906  (meters)       9.53   (feet)  ADJUSTED  
 KU0963  ___________________________________________________________________
 KU0963  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU0963  DYNAMIC HT  -           2.905 (meters)       9.53  (feet)  COMP
 KU0963  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 KU0963
 KU0963  VERT ORDER  -  FIRST     CLASS II
 KU0963
 KU0963.The horizontal coordinates were scaled from a topographic map and have
 KU0963.an estimated accuracy of +/- 6 seconds.
 KU0963
 KU0963.The orthometric height was determined by differential leveling
 KU0963.and adjusted by the National Geodetic Survey in June 1991..
 KU0963
 KU0963.The geoid height was determined by GEOID03.
 KU0963
 KU0963.The dynamic height is computed by dividing the NAVD 88
 KU0963.geopotential number by the normal gravity value computed on the
 KU0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0963.degrees latitude (g = 980.6199 gals.).
 KU0963
 KU0963.The modeled gravity was interpolated from observed gravity values.
 KU0963
 KU0963;                    North         East    Units  Estimated Accuracy
 KU0963;SPC NY E     -   236,410.      201,090.      MT  (+/- 180 meters Scaled)
 KU0963
 KU0963                          SUPERSEDED SURVEY CONTROL
 KU0963
 KU0963  NGVD 29 (??/??/92)    3.211  (m)           10.53   (f) ADJ UNCH    1 2
 KU0963
 KU0963.Superseded values are not recommended for survey control.
 KU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0963.See file dsdata.txt to determine how the superseded data were derived.
 KU0963
 KU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL931350(NAD 83)
 KU0963_MARKER: B = BOLT
 KU0963_SETTING: 66 = SET IN ROCK OUTCROP
 KU0963_SP_SET: ROCK OUTCROP
 KU0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0963+STABILITY: POSITION/ELEVATION WELL
 KU0963
 KU0963  HISTORY     - Date     Condition        Report By
 KU0963  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0963  HISTORY     - 1955     GOOD             NGS
 KU0963
 KU0963                          STATION DESCRIPTION
 KU0963
 KU0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0963'2 MI NE FROM YONKERS.
 KU0963'ABOUT 1.95 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KU0963'FROM THE STATION AT YONKERS, ABOUT 125 YARDS SOUTHWEST OF A FOOT
 KU0963'BRIDGE OVER TRACKS TO YONKERS CORINTHIAN YACHT CLUB, ABOUT 0.15
 KU0963'MILES NORTHEAST OF MILE POST NY 17, ACROSS TRACK FROM A POINT
 KU0963'ABOUT 9 YARDS SOUTHWEST OF POWER TRANSMISSION TOWER NO. 393, THE
 KU0963'TOP OF AN IRON BOLT IN THE TOP OF SLANTING NORTHWEST FACE OF A
 KU0963'ROCK OUTCROP, 7.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 13.8 FEET
 KU0963'SOUTHWEST OF SOUTHWEST END OF A CONCRETE AND STONE RETAINING WALL
 KU0963'AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1580 ***********************************************************************
 OF1580  DESIGNATION -  171 MCGS 1970
 OF1580  PID         -  OF1580
 OF1580  STATE/COUNTY-  NY/MONROE
 OF1580  USGS QUAD   -  WEBSTER (1978)
 OF1580
 OF1580                         *CURRENT SURVEY CONTROL
 OF1580  ___________________________________________________________________
 OF1580* NAD 83(1996)-  43 09 12.49421(N)    077 28 31.03636(W)     ADJUSTED  
 OF1580* NAVD 88     -       151.14   (+/-2cm)     495.9    (feet)  VERTCON   
 OF1580  ___________________________________________________________________
 OF1580  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 OF1580  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF1580
 OF1580  HORZ ORDER  -  SECOND
 OF1580  VERT ORDER  -  THIRD ? (See Below)
 OF1580
 OF1580.The horizontal coordinates were established by classical geodetic methods
 OF1580.and adjusted by the National Geodetic Survey in January 1999..
 OF1580
 OF1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1580.The vertical order pertains to the NGVD 29 superseded value.
 OF1580
 OF1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1580
 OF1580.The geoid height was determined by GEOID03.
 OF1580
 OF1580;                    North         East     Units Scale Factor Converg.
 OF1580;SPC NY W     -   350,814.716   440,120.644   MT  1.00003738   +0 45 28.5
 OF1580;SPC NY W     - 1,150,964.61  1,443,962.48   sFT  1.00003738   +0 45 28.5
 OF1580;UTM  18      - 4,780,832.038   298,742.097   MT  1.00009830   -1 41 36.8
 OF1580
 OF1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1580!SPC NY W     -   0.99998187  x   1.00003738  =   1.00001925
 OF1580!UTM  18      -   0.99998187  x   1.00009830  =   1.00008017
 OF1580
 OF1580:                Primary Azimuth Mark                     Grid Az
 OF1580:SPC NY W     -  170 NYGS 1935 ECC                        000 11 17.6
 OF1580:UTM  18      -  170 NYGS 1935 ECC                        002 38 22.9
 OF1580
 OF1580|---------------------------------------------------------------------|
 OF1580| PID    Reference Object                     Distance      Geod. Az  |
 OF1580|                                                           dddmmss.s |
 OF1580| OF1581 170 NYGS 1935 ECC                   485.172 METERS 0005646.1 |
 OF1580|---------------------------------------------------------------------|
 OF1580
 OF1580                          SUPERSEDED SURVEY CONTROL
 OF1580
 OF1580  NAD 83(1986)-  43 09 12.50270(N)    077 28 31.03483(W) AD(       ) 2
 OF1580  NAD 27      -  43 09 12.27647(N)    077 28 32.04910(W) AD(       ) 2
 OF1580  NGVD 29 (07/19/86)  151.33   (m)          496.5    (f) LEVELING    3  
 OF1580
 OF1580.Superseded values are not recommended for survey control.
 OF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1580.See file dsdata.txt to determine how the superseded data were derived.
 OF1580
 OF1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9874280832(NAD 83)
 OF1580_MARKER: DD = SURVEY DISK
 OF1580_SETTING: 0 = UNSPECIFIED SETTING
 OF1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1580
 OF1580  HISTORY     - Date     Condition        Report By
 OF1580  HISTORY     - 1970     MONUMENTED       NY-055
 OF1580  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OF1580  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 OF1580
 OF1580                          STATION DESCRIPTION
 OF1580
 OF1580'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1580'IN PENFIELD IN SOUTHEAST CORNER OF PAVEMENT OF THE INTERSECTION
 OF1580'OF ATLANTIC AVENUE AND FIVE MILE LINE ROAD.
 OF1580'
 OF1580'23.6 FT NORTHWEST OF A TRAFFIC LIGHT POLE
 OF1580'
 OF1580'21.2 FT NORTHWEST OF MONROE COUNTY WITNESS POST
 OF1580'
 OF1580'STATION IS A STANDARD MONROE COUNTY DISK SET IN A CONCRETE
 OF1580'POST, IN A CAST-IRON FRAME AND COVER.
 OF1580
 OF1580                          STATION RECOVERY (1985)
 OF1580
 OF1580'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1580'171 NOT RECOVERED.
 OF1580'
 OF1580'NEW PAVEMENT.
 OF1580
 OF1580                          STATION RECOVERY (1995)
 OF1580
 OF1580'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2062 ***********************************************************************
 PH2062  DESIGNATION -  171 SUB IBC
 PH2062  PID         -  PH2062
 PH2062  STATE/COUNTY-  NY/ST LAWRENCE
 PH2062  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2062
 PH2062                         *CURRENT SURVEY CONTROL
 PH2062  ___________________________________________________________________
 PH2062* NAD 83(1996)-  44 26 26.90694(N)    075 49 36.17573(W)     ADJUSTED  
 PH2062* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2062  ___________________________________________________________________
 PH2062  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 PH2062  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 PH2062
 PH2062  HORZ ORDER  -  THIRD
 PH2062
 PH2062.The horizontal coordinates were established by classical geodetic methods
 PH2062.and adjusted by the National Geodetic Survey in January 1999..
 PH2062
 PH2062.The orthometric height was scaled from a topographic map.
 PH2062
 PH2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2062
 PH2062.The geoid height was determined by GEOID03.
 PH2062
 PH2062;                    North         East     Units Scale Factor Converg.
 PH2062;SPC NY E     -   623,595.619    44,390.564   MT  1.00003712   -0 55 44.5
 PH2062;SPC NY E     - 2,045,913.29    145,638.04   sFT  1.00003712   -0 55 44.5
 PH2062;UTM  18      - 4,921,166.587   434,211.471   MT  0.99965323   -0 34 43.9
 PH2062
 PH2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2062!SPC NY E     -   0.99999454  x   1.00003712  =   1.00003166
 PH2062!UTM  18      -   0.99999454  x   0.99965323  =   0.99964777
 PH2062
 PH2062:                Primary Azimuth Mark                     Grid Az
 PH2062:SPC NY E     -  GRISWOLD USLS                            011 05 46.7
 PH2062:UTM  18      -  GRISWOLD USLS                            010 44 46.1
 PH2062
 PH2062|---------------------------------------------------------------------|
 PH2062| PID    Reference Object                     Distance      Geod. Az  |
 PH2062|                                                           dddmmss.s |
 PH2062| PH2061 GRISWOLD USLS                       APPROX. 2.8 KM 0101002.2 |
 PH2062| PH2070 POINT USLS                          APPROX. 2.0 KM 2095101.0 |
 PH2062| PH2063 REF MON 61                          159.455 METERS 23909     |
 PH2062|---------------------------------------------------------------------|
 PH2062
 PH2062                          SUPERSEDED SURVEY CONTROL
 PH2062
 PH2062  NAD 83(1986)-  44 26 26.91329(N)    075 49 36.17836(W) AD(       ) 3
 PH2062  NAD 27      -  44 26 26.73300(N)    075 49 37.33500(W) AD(       ) 3
 PH2062
 PH2062.Superseded values are not recommended for survey control.
 PH2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2062.See file dsdata.txt to determine how the superseded data were derived.
 PH2062
 PH2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3421121167(NAD 83)
 PH2062_MARKER: DD = SURVEY DISK
 PH2062_SETTING: 66 = SET IN ROCK OUTCROP
 PH2062_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2062+STABILITY: POSITION/ELEVATION WELL
 PH2062
 PH2062  HISTORY     - Date     Condition        Report By
 PH2062  HISTORY     - 1940     MONUMENTED       IBC
 PH2062  HISTORY     - 1957     GOOD             IBC
 PH2062
 PH2062                          STATION DESCRIPTION
 PH2062
 PH2062'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2062'ABOUT 1 MILE NORTHEAST OF THE NORTHEAST END OF GRENADIER ISLAND IN
 PH2062'THE ST LAWRENCE RIVER.  ON A ROCK ISLAND 75 BY 300 FEET IN AREA LYING
 PH2062'JUST EAST OF THE NORTHERN END OF PEEL ISLAND.  THE STATION IS ON THE
 PH2062'NORTHERN END OF THE ISLAND, 4 FEET FROM THE WATERS EDGE, AND 2 FEET
 PH2062'ABOVE THE WATER IN THE RIVER.
 PH2062'
 PH2062'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2062'DISK STATION MARK SET IN SOLID ROCK.
 PH2062
 PH2062                          STATION RECOVERY (1957)
 PH2062
 PH2062'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2062'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0169 ***********************************************************************
 PH0169  DESIGNATION -  1710
 PH0169  PID         -  PH0169
 PH0169  STATE/COUNTY-  NY/FRANKLIN
 PH0169  USGS QUAD   -  
 PH0169
 PH0169                         *CURRENT SURVEY CONTROL
 PH0169  ___________________________________________________________________
 PH0169* NAD 83(1986)-  44 29 39.     (N)    074 07 33.     (W)     SCALED    
 PH0169* NAVD 88     -       521.417  (meters)    1710.68   (feet)  ADJUSTED  
 PH0169  ___________________________________________________________________
 PH0169  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 PH0169  DYNAMIC HT  -         521.333 (meters)    1710.41  (feet)  COMP
 PH0169  MODELED GRAV-     980,440.0   (mgal)                       NAVD 88
 PH0169
 PH0169  VERT ORDER  -  FIRST     CLASS II
 PH0169
 PH0169.The horizontal coordinates were scaled from a topographic map and have
 PH0169.an estimated accuracy of +/- 6 seconds.
 PH0169
 PH0169.The orthometric height was determined by differential leveling
 PH0169.and adjusted by the National Geodetic Survey in June 1991..
 PH0169
 PH0169.The geoid height was determined by GEOID03.
 PH0169
 PH0169.The dynamic height is computed by dividing the NAVD 88
 PH0169.geopotential number by the normal gravity value computed on the
 PH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0169.degrees latitude (g = 980.6199 gals.).
 PH0169
 PH0169.The modeled gravity was interpolated from observed gravity values.
 PH0169
 PH0169;                    North         East    Units  Estimated Accuracy
 PH0169;SPC NY E     -   628,740.      179,760.      MT  (+/- 180 meters Scaled)
 PH0169
 PH0169                          SUPERSEDED SURVEY CONTROL
 PH0169
 PH0169  NGVD 29 (??/??/92)  521.454  (m)         1710.80   (f) ADJ UNCH    1 2
 PH0169
 PH0169.Superseded values are not recommended for survey control.
 PH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0169.See file dsdata.txt to determine how the superseded data were derived.
 PH0169
 PH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ695271(NAD 83)
 PH0169_MARKER: DD = SURVEY DISK
 PH0169_SETTING: 80 = SET IN A BOULDER
 PH0169_SP_SET: BOULDER
 PH0169_STAMPING: 1710 FT COVINGTON
 PH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0169+STABILITY: SURFACE MOTION
 PH0169
 PH0169  HISTORY     - Date     Condition        Report By
 PH0169  HISTORY     - UNK      MONUMENTED       USGS
 PH0169  HISTORY     - 1931     GOOD             NGS
 PH0169  HISTORY     - 1961     GOOD             NGS
 PH0169  HISTORY     - 1976     GOOD             NGS
 PH0169
 PH0169                          STATION DESCRIPTION
 PH0169
 PH0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0169'IN ONCHITA STATION.
 PH0169'ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  IN LARGE
 PH0169'BOULDER ABOUT 200 FEET SOUTH OF STATION, AND ABOUT 55 FEET EAST OF
 PH0169'SWITCH POST FOR NORTH SIDING AT ONCHIOTA.
 PH0169
 PH0169                          STATION RECOVERY (1961)
 PH0169
 PH0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 PH0169'RECOVERED IN GOOD CONDITION.
 PH0169
 PH0169                          STATION RECOVERY (1976)
 PH0169
 PH0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PH0169'FROM ONCHIOTA P.O. FOLLOW ROAD 100 FEET NORTH OF P.O. NW TO YAMASSEE
 PH0169'LODGE TO INTERSECTION OF ROAD AND OLD RAILROAD BED. TURN LEFT ON
 PH0169'RAILROAD BED 0.05 MILES TO MARK ON LEFT ON TOP OF BOULDER WITH WHITE
 PH0169'PAINT LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1705 ***********************************************************************
 OF1705  DESIGNATION -  1710
 OF1705  PID         -  OF1705
 OF1705  STATE/COUNTY-  NY/MONROE
 OF1705  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1705
 OF1705                         *CURRENT SURVEY CONTROL
 OF1705  ___________________________________________________________________
 OF1705* NAD 83(1996)-  43 16 25.09456(N)    077 41 46.48593(W)     ADJUSTED  
 OF1705* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 OF1705  ___________________________________________________________________
 OF1705  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF1705  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1705
 OF1705  HORZ ORDER  -  SECOND
 OF1705
 OF1705.The horizontal coordinates were established by classical geodetic methods
 OF1705.and adjusted by the National Geodetic Survey in January 1999..
 OF1705
 OF1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1705
 OF1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1705
 OF1705.The geoid height was determined by GEOID03.
 OF1705
 OF1705;                    North         East     Units Scale Factor Converg.
 OF1705;SPC NY W     -   363,950.111   422,007.814   MT  1.00000126   +0 36 29.2
 OF1705;SPC NY W     - 1,194,059.66  1,384,537.30   sFT  1.00000126   +0 36 29.2
 OF1705;UTM  18      - 4,794,732.738   281,206.184   MT  1.00018891   -1 50 56.3
 OF1705
 OF1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1705!SPC NY W     -   0.99999317  x   1.00000126  =   0.99999443
 OF1705!UTM  18      -   0.99999317  x   1.00018891  =   1.00018208
 OF1705
 OF1705:                Primary Azimuth Mark                     Grid Az
 OF1705:SPC NY W     -  1711                                     000 57 44.0
 OF1705:UTM  18      -  1711                                     003 25 09.5
 OF1705
 OF1705|---------------------------------------------------------------------|
 OF1705| PID    Reference Object                     Distance      Geod. Az  |
 OF1705|                                                           dddmmss.s |
 OF1705| OF1711 1711                                APPROX. 0.5 KM 0013413.2 |
 OF1705|---------------------------------------------------------------------|
 OF1705
 OF1705                          SUPERSEDED SURVEY CONTROL
 OF1705
 OF1705  NAD 83(1986)-  43 16 25.10123(N)    077 41 46.48486(W) AD(       ) 2
 OF1705  NAD 27      -  43 16 24.88022(N)    077 41 47.46818(W) AD(       ) 2
 OF1705  NGVD 29 (07/19/86)   79.6    (m)          261.     (f) VERT ANG       
 OF1705
 OF1705.Superseded values are not recommended for survey control.
 OF1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1705.See file dsdata.txt to determine how the superseded data were derived.
 OF1705
 OF1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8120694733(NAD 83)
 OF1705_MARKER: DE = TRAVERSE STATION DISK
 OF1705_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1705
 OF1705  HISTORY     - Date     Condition        Report By
 OF1705  HISTORY     - 1974     MONUMENTED       NY-055
 OF1705  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1705
 OF1705                          STATION DESCRIPTION
 OF1705
 OF1705'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1705'IN GREECE IN NW CORNER OF INTERSECTION OF LONG POND RD AND ROCKWAY RD,
 OF1705'0.4 MI N OF JONES RD, 17.5 FT W OF CL OF LONG POND RD, 68.1 FT N OF CL
 OF1705'OF ROCKWAY RD, 45.0 FT SW OF UTILITY POLE RTC 87, AND 7.1 FT E OF
 OF1705'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1705'STAMPED---1710---IN CONCRETE POST 0.7 FT BELOW GRADE.
 OF1705
 OF1705                          STATION RECOVERY (1999)
 OF1705
 OF1705'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1711 ***********************************************************************
 OF1711  DESIGNATION -  1711
 OF1711  PID         -  OF1711
 OF1711  STATE/COUNTY-  NY/MONROE
 OF1711  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1711
 OF1711                         *CURRENT SURVEY CONTROL
 OF1711  ___________________________________________________________________
 OF1711* NAD 83(1996)-  43 16 42.72362(N)    077 41 45.82446(W)     ADJUSTED  
 OF1711* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 OF1711  ___________________________________________________________________
 OF1711  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF1711  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1711
 OF1711  HORZ ORDER  -  SECOND
 OF1711
 OF1711.The horizontal coordinates were established by classical geodetic methods
 OF1711.and adjusted by the National Geodetic Survey in January 1999..
 OF1711
 OF1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1711
 OF1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1711
 OF1711.The geoid height was determined by GEOID03.
 OF1711
 OF1711;                    North         East     Units Scale Factor Converg.
 OF1711;SPC NY W     -   364,494.283   422,016.953   MT  1.00000128   +0 36 29.8
 OF1711;SPC NY W     - 1,195,844.99  1,384,567.29   sFT  1.00000128   +0 36 29.8
 OF1711;UTM  18      - 4,795,276.119   281,238.651   MT  1.00018873   -1 50 56.4
 OF1711
 OF1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1711!SPC NY W     -   0.99999369  x   1.00000128  =   0.99999497
 OF1711!UTM  18      -   0.99999369  x   1.00018873  =   1.00018242
 OF1711
 OF1711:                Primary Azimuth Mark                     Grid Az
 OF1711:SPC NY W     -  1710                                     180 57 43.9
 OF1711:UTM  18      -  1710                                     183 25 10.1
 OF1711
 OF1711|---------------------------------------------------------------------|
 OF1711| PID    Reference Object                     Distance      Geod. Az  |
 OF1711|                                                           dddmmss.s |
 OF1711| OF1705 1710                                APPROX. 0.5 KM 1813413.7 |
 OF1711| OF1712 352 7                               463.652 METERS 2723721.4 |
 OF1711|---------------------------------------------------------------------|
 OF1711
 OF1711                          SUPERSEDED SURVEY CONTROL
 OF1711
 OF1711  NAD 83(1986)-  43 16 42.73027(N)    077 41 45.82341(W) AD(       ) 2
 OF1711  NAD 27      -  43 16 42.50940(N)    077 41 46.80688(W) AD(       ) 2
 OF1711  NGVD 29 (07/19/86)   76.3    (m)          250.     (f) VERT ANG       
 OF1711
 OF1711.Superseded values are not recommended for survey control.
 OF1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1711.See file dsdata.txt to determine how the superseded data were derived.
 OF1711
 OF1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8123995276(NAD 83)
 OF1711_MARKER: DE = TRAVERSE STATION DISK
 OF1711_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1711
 OF1711  HISTORY     - Date     Condition        Report By
 OF1711  HISTORY     - 1974     MONUMENTED       NY-055
 OF1711  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1711
 OF1711                          STATION DESCRIPTION
 OF1711
 OF1711'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1711'IN GREECE ON E SIDE OF LONG POND RD AT KUHN RD, 16.8 FT E OF CL OF
 OF1711'LONG POND RD, 17.0 FT S OF KUHN RD PRODUCED, 9.6 FT NW OF UTILITY POLE
 OF1711'237 RTC 99 180, AND 6.0 FT W OF MONROE COUNTY WITNESS POST.  STATION
 OF1711'IS A STANDARD MCGS DISK STAMPED---1711---IN CONCRETE POST 0.4 FT BELOW
 OF1711'GRADE.
 OF1711
 OF1711                          STATION RECOVERY (1999)
 OF1711
 OF1711'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0545 ***********************************************************************
 OE0545  DESIGNATION -  1712
 OE0545  PID         -  OE0545
 OE0545  STATE/COUNTY-  NY/HERKIMER
 OE0545  USGS QUAD   -  
 OE0545
 OE0545                         *CURRENT SURVEY CONTROL
 OE0545  ___________________________________________________________________
 OE0545* NAD 83(1986)-  43 41 52.     (N)    075 00 25.     (W)     SCALED    
 OE0545* NAVD 88     -       520.244  (meters)    1706.83   (feet)  ADJUSTED  
 OE0545  ___________________________________________________________________
 OE0545  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OE0545  DYNAMIC HT  -         520.114 (meters)    1706.41  (feet)  COMP
 OE0545  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 OE0545
 OE0545  VERT ORDER  -  FIRST     CLASS II
 OE0545
 OE0545.The horizontal coordinates were scaled from a topographic map and have
 OE0545.an estimated accuracy of +/- 6 seconds.
 OE0545
 OE0545.The orthometric height was determined by differential leveling
 OE0545.and adjusted by the National Geodetic Survey in June 1991..
 OE0545
 OE0545.The geoid height was determined by GEOID03.
 OE0545
 OE0545.The dynamic height is computed by dividing the NAVD 88
 OE0545.geopotential number by the normal gravity value computed on the
 OE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0545.degrees latitude (g = 980.6199 gals.).
 OE0545
 OE0545.The modeled gravity was interpolated from observed gravity values.
 OE0545
 OE0545;                    North         East    Units  Estimated Accuracy
 OE0545;SPC NY E     -   540,310.      109,140.      MT  (+/- 180 meters Scaled)
 OE0545
 OE0545                          SUPERSEDED SURVEY CONTROL
 OE0545
 OE0545  NGVD 29 (??/??/92)  520.277  (m)         1706.94   (f) ADJ UNCH    1 2
 OE0545
 OE0545.Superseded values are not recommended for survey control.
 OE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0545.See file dsdata.txt to determine how the superseded data were derived.
 OE0545
 OE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP994383(NAD 83)
 OE0545_MARKER: DD = SURVEY DISK
 OE0545_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0545_SP_SET: UNSPECIFIED
 OE0545_STAMPING: 1712
 OE0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0545
 OE0545  HISTORY     - Date     Condition        Report By
 OE0545  HISTORY     - UNK      MONUMENTED       USGS
 OE0545  HISTORY     - 1931     GOOD             NGS
 OE0545
 OE0545                          STATION DESCRIPTION
 OE0545
 OE0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0545'IN THENDARA.
 OE0545'AT EDGE OF HIGHWAY NO. 28 ACROSS THE RAILROAD TRACK FROM THE STATION.
 OE0545'ON A LARGE WHITE ROCK 20 FEET WEST OF WEST EDGE OF ROAD.  DISK HAS
 OE0545'BEEN MUTILATED.  HIGHEST POINT OF DISK WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1714 ***********************************************************************
 OF1714  DESIGNATION -  1712
 OF1714  PID         -  OF1714
 OF1714  STATE/COUNTY-  NY/MONROE
 OF1714  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1714
 OF1714                         *CURRENT SURVEY CONTROL
 OF1714  ___________________________________________________________________
 OF1714* NAD 83(1996)-  43 16 44.32002(N)    077 42 53.38071(W)     ADJUSTED  
 OF1714* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 OF1714  ___________________________________________________________________
 OF1714  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 OF1714  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1714
 OF1714  HORZ ORDER  -  SECOND
 OF1714
 OF1714.The horizontal coordinates were established by classical geodetic methods
 OF1714.and adjusted by the National Geodetic Survey in January 1999..
 OF1714
 OF1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1714
 OF1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1714
 OF1714.The geoid height was determined by GEOID03.
 OF1714
 OF1714;                    North         East     Units Scale Factor Converg.
 OF1714;SPC NY W     -   364,527.546   420,493.288   MT  0.99999861   +0 35 43.5
 OF1714;SPC NY W     - 1,195,954.12  1,379,568.40   sFT  0.99999861   +0 35 43.5
 OF1714;UTM  18      - 4,795,374.697   279,717.520   MT  1.00019695   -1 51 42.8
 OF1714
 OF1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1714!SPC NY W     -   0.99999314  x   0.99999861  =   0.99999175
 OF1714!UTM  18      -   0.99999314  x   1.00019695  =   1.00019008
 OF1714
 OF1714:                Primary Azimuth Mark                     Grid Az
 OF1714:SPC NY W     -  1732                                     179 11 33.3
 OF1714:UTM  18      -  1732                                     181 38 59.6
 OF1714
 OF1714|---------------------------------------------------------------------|
 OF1714| PID    Reference Object                     Distance      Geod. Az  |
 OF1714|                                                           dddmmss.s |
 OF1714| OF1707 1732                                413.573 METERS 1794716.8 |
 OF1714|---------------------------------------------------------------------|
 OF1714
 OF1714                          SUPERSEDED SURVEY CONTROL
 OF1714
 OF1714  NAD 83(1986)-  43 16 44.32675(N)    077 42 53.37969(W) AD(       ) 2
 OF1714  NAD 27      -  43 16 44.10607(N)    077 42 54.35794(W) AD(       ) 2
 OF1714  NGVD 29 (07/19/86)   79.8    (m)          262.     (f) VERT ANG       
 OF1714
 OF1714.Superseded values are not recommended for survey control.
 OF1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1714.See file dsdata.txt to determine how the superseded data were derived.
 OF1714
 OF1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7971895375(NAD 83)
 OF1714_MARKER: DE = TRAVERSE STATION DISK
 OF1714_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1714
 OF1714  HISTORY     - Date     Condition        Report By
 OF1714  HISTORY     - 1974     MONUMENTED       NY-055
 OF1714
 OF1714                          STATION DESCRIPTION
 OF1714
 OF1714'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1714'IN GREECE ON W SIDE OF FLYNN RD AT KUHN RD, 13.5 FT W OF CL OF FLYNN
 OF1714'RD, 11.3 FT N OF CL OF KUHN RD PRODUCED, 10.6 FT E OF UTILITY POLE RGE
 OF1714'727, AND 6.8 FT NE OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF1714'STANDARD MCGS DISK STAMPED---1712---IN CONCRETE POST 1.3 FT BELOW
 OF1714'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1717 ***********************************************************************
 OF1717  DESIGNATION -  1713
 OF1717  PID         -  OF1717
 OF1717  STATE/COUNTY-  NY/MONROE
 OF1717  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1717
 OF1717                         *CURRENT SURVEY CONTROL
 OF1717  ___________________________________________________________________
 OF1717* NAD 83(1996)-  43 17 13.67255(N)    077 43 54.61869(W)     ADJUSTED  
 OF1717* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 OF1717  ___________________________________________________________________
 OF1717  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 OF1717  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1717
 OF1717  HORZ ORDER  -  SECOND
 OF1717
 OF1717.The horizontal coordinates were established by classical geodetic methods
 OF1717.and adjusted by the National Geodetic Survey in January 1999..
 OF1717
 OF1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1717
 OF1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1717
 OF1717.The geoid height was determined by GEOID03.
 OF1717
 OF1717;                    North         East     Units Scale Factor Converg.
 OF1717;SPC NY W     -   365,419.124   419,103.370   MT  0.99999622   +0 35 01.9
 OF1717;SPC NY W     - 1,198,879.24  1,375,008.31   sFT  0.99999622   +0 35 01.9
 OF1717;UTM  18      - 4,796,325.247   278,366.836   MT  1.00020429   -1 52 25.9
 OF1717
 OF1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1717!SPC NY W     -   0.99999074  x   0.99999622  =   0.99998696
 OF1717!UTM  18      -   0.99999074  x   1.00020429  =   1.00019502
 OF1717
 OF1717|---------------------------------------------------------------------|
 OF1717| PID    Reference Object                     Distance      Geod. Az  |
 OF1717|                                                           dddmmss.s |
 OF1717| OF1725 1714                                 84.330 METERS 00613     |
 OF1717| OF1716 FRISBEE AZ MK                       336.156 METERS 17848     |
 OF1717|---------------------------------------------------------------------|
 OF1717
 OF1717                          SUPERSEDED SURVEY CONTROL
 OF1717
 OF1717  NAD 83(1986)-  43 17 13.67925(N)    077 43 54.61778(W) AD(       ) 2
 OF1717  NAD 27      -  43 17 13.45940(N)    077 43 55.59266(W) AD(       ) 2
 OF1717  NGVD 29 (07/19/86)   95.1    (m)          312.     (f) VERT ANG       
 OF1717
 OF1717.Superseded values are not recommended for survey control.
 OF1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1717.See file dsdata.txt to determine how the superseded data were derived.
 OF1717
 OF1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7836796325(NAD 83)
 OF1717_MARKER: DE = TRAVERSE STATION DISK
 OF1717_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1717
 OF1717  HISTORY     - Date     Condition        Report By
 OF1717  HISTORY     - 1974     MONUMENTED       NY-055
 OF1717  HISTORY     - 20010331 GOOD             NGS
 OF1717
 OF1717                          STATION DESCRIPTION
 OF1717
 OF1717'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1717'IN GREECE ON W SIDE OF NORTH GREECE RD AT FRISBEE HILL RD, 14.0 FT W
 OF1717'OF CL OF N GREECE RD, 10.0 FT S OF CL OF FRISBEE HILL RD PRODUCED
 OF1717'WESTERLY, 16.2 FT NE OF UTILITY POLE RGE 759A OTC-A, AND 5.4 FT E OF
 OF1717'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1717'STAMPED---1713---IN CONCRETE POST 1.1 FT BELOW GRADE.
 OF1717
 OF1717                          STATION RECOVERY (2001)
 OF1717
 OF1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1725 ***********************************************************************
 OF1725  DESIGNATION -  1714
 OF1725  PID         -  OF1725
 OF1725  STATE/COUNTY-  NY/MONROE
 OF1725  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1725
 OF1725                         *CURRENT SURVEY CONTROL
 OF1725  ___________________________________________________________________
 OF1725* NAD 83(1996)-  43 17 16.38905(N)    077 43 54.21311(W)     ADJUSTED  
 OF1725* NAVD 88     -        91.4    (meters)     300.     (feet)  VERTCON   
 OF1725  ___________________________________________________________________
 OF1725  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OF1725  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1725
 OF1725  HORZ ORDER  -  SECOND
 OF1725
 OF1725.The horizontal coordinates were established by classical geodetic methods
 OF1725.and adjusted by the National Geodetic Survey in January 1999..
 OF1725
 OF1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1725
 OF1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1725
 OF1725.The geoid height was determined by GEOID03.
 OF1725
 OF1725;                    North         East     Units Scale Factor Converg.
 OF1725;SPC NY W     -   365,503.046   419,111.659   MT  0.99999623   +0 35 02.2
 OF1725;SPC NY W     - 1,199,154.58  1,375,035.50   sFT  0.99999623   +0 35 02.2
 OF1725;UTM  18      - 4,796,408.753   278,378.718   MT  1.00020423   -1 52 25.7
 OF1725
 OF1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1725!SPC NY W     -   0.99999128  x   0.99999623  =   0.99998751
 OF1725!UTM  18      -   0.99999128  x   1.00020423  =   1.00019551
 OF1725
 OF1725|---------------------------------------------------------------------|
 OF1725| PID    Reference Object                     Distance      Geod. Az  |
 OF1725|                                                           dddmmss.s |
 OF1725| OF1717 1713                                 84.330 METERS 18613     |
 OF1725| OF1727 352 1 MCGS 1969                     464.037 METERS 2711233.7 |
 OF1725| OF1684 352 1 1939                          460.914 METERS 2712127.4 |
 OF1725|---------------------------------------------------------------------|
 OF1725
 OF1725                          SUPERSEDED SURVEY CONTROL
 OF1725
 OF1725  NAD 83(1986)-  43 17 16.39581(N)    077 43 54.21220(W) AD(       ) 2
 OF1725  NAD 27      -  43 17 16.17685(N)    077 43 55.18689(W) AD(       ) 2
 OF1725  NGVD 29 (07/19/86)   91.6    (m)          301.     (f) VERT ANG       
 OF1725
 OF1725.Superseded values are not recommended for survey control.
 OF1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1725.See file dsdata.txt to determine how the superseded data were derived.
 OF1725
 OF1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7837996409(NAD 83)
 OF1725_MARKER: DE = TRAVERSE STATION DISK
 OF1725_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1725
 OF1725  HISTORY     - Date     Condition        Report By
 OF1725  HISTORY     - 1974     MONUMENTED       NY-055
 OF1725
 OF1725                          STATION DESCRIPTION
 OF1725
 OF1725'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1725'IN GREECE ON E SIDE OF NORTH GREECE RD AT FRISBEE HILL RD, 13.7 FT E
 OF1725'OF CL OF NORTH GREECE RD, 10.4 FT N OF CL OF FRISBEE HILL RD PRODUCED
 OF1725'EASTERLY, 71.3 FT E OF UTILITY POLE RGE 762, AND 11.6 FT W OF MONROE
 OF1725'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1725'STAMPED---1714---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1719 ***********************************************************************
 OF1719  DESIGNATION -  1715
 OF1719  PID         -  OF1719
 OF1719  STATE/COUNTY-  NY/MONROE
 OF1719  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1719
 OF1719                         *CURRENT SURVEY CONTROL
 OF1719  ___________________________________________________________________
 OF1719* NAD 83(1996)-  43 17 49.81378(N)    077 43 53.76316(W)     ADJUSTED  
 OF1719* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 OF1719  ___________________________________________________________________
 OF1719  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 OF1719  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1719
 OF1719  HORZ ORDER  -  SECOND
 OF1719
 OF1719.The horizontal coordinates were established by classical geodetic methods
 OF1719.and adjusted by the National Geodetic Survey in January 1999..
 OF1719
 OF1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1719
 OF1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1719
 OF1719.The geoid height was determined by GEOID03.
 OF1719
 OF1719;                    North         East     Units Scale Factor Converg.
 OF1719;SPC NY W     -   366,534.601   419,111.287   MT  0.99999623   +0 35 02.9
 OF1719;SPC NY W     - 1,202,538.94  1,375,034.28   sFT  0.99999623   +0 35 02.9
 OF1719;UTM  18      - 4,797,439.590   278,422.595   MT  1.00020399   -1 52 26.6
 OF1719
 OF1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1719!SPC NY W     -   0.99999373  x   0.99999623  =   0.99998996
 OF1719!UTM  18      -   0.99999373  x   1.00020399  =   1.00019772
 OF1719
 OF1719:                Primary Azimuth Mark                     Grid Az
 OF1719:SPC NY W     -  1716                                     271 42 15.8
 OF1719:UTM  18      -  1716                                     274 09 45.3
 OF1719
 OF1719|---------------------------------------------------------------------|
 OF1719| PID    Reference Object                     Distance      Geod. Az  |
 OF1719|                                                           dddmmss.s |
 OF1719| OF1720 1716                                APPROX. 0.7 KM 2721718.7 |
 OF1719|---------------------------------------------------------------------|
 OF1719
 OF1719                          SUPERSEDED SURVEY CONTROL
 OF1719
 OF1719  NAD 83(1986)-  43 17 49.82049(N)    077 43 53.76223(W) AD(       ) 2
 OF1719  NAD 27      -  43 17 49.60109(N)    077 43 54.73657(W) AD(       ) 2
 OF1719  NGVD 29 (07/19/86)   76.0    (m)          249.     (f) VERT ANG       
 OF1719
 OF1719.Superseded values are not recommended for survey control.
 OF1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1719.See file dsdata.txt to determine how the superseded data were derived.
 OF1719
 OF1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7842397440(NAD 83)
 OF1719_MARKER: DE = TRAVERSE STATION DISK
 OF1719_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1719
 OF1719  HISTORY     - Date     Condition        Report By
 OF1719  HISTORY     - 1974     MONUMENTED       NY-055
 OF1719  HISTORY     - 20020114 GOOD             NGS
 OF1719
 OF1719                          STATION DESCRIPTION
 OF1719
 OF1719'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1719'IN GREECE ON E SIDE OF NORTH GREECE RD AT HINCHER RD, 18.3 FT NE OF CL
 OF1719'OF NORTH GREECE RD, 36.1 FT N OF UTILITY POLE RGE 140, AND 1.7 FT S OF
 OF1719'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1719'STAMPED---1715---IN CONCRETE POST 0.6 FT BELOW GRADE.
 OF1719
 OF1719                          STATION RECOVERY (2002)
 OF1719
 OF1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1719'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1124 ***********************************************************************
 PG1124  DESIGNATION -  1715.3 USGS
 PG1124  PID         -  PG1124
 PG1124  STATE/COUNTY-  NY/CLINTON
 PG1124  USGS QUAD   -  ELLENBURG MOUNTAIN (1964)
 PG1124
 PG1124                         *CURRENT SURVEY CONTROL
 PG1124  ___________________________________________________________________
 PG1124* NAD 83(1986)-  44 45 14.     (N)    073 52 23.     (W)     SCALED    
 PG1124* NAVD 88     -       522.890  (meters)    1715.51   (feet)  ADJUSTED  
 PG1124  ___________________________________________________________________
 PG1124  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PG1124  DYNAMIC HT  -         522.835 (meters)    1715.33  (feet)  COMP
 PG1124  MODELED GRAV-     980,493.5   (mgal)                       NAVD 88
 PG1124
 PG1124  VERT ORDER  -  SECOND    CLASS 0
 PG1124
 PG1124.The horizontal coordinates were scaled from a topographic map and have
 PG1124.an estimated accuracy of +/- 6 seconds.
 PG1124
 PG1124.The orthometric height was determined by differential leveling
 PG1124.and adjusted by the National Geodetic Survey in June 1991..
 PG1124
 PG1124.The geoid height was determined by GEOID03.
 PG1124
 PG1124.The dynamic height is computed by dividing the NAVD 88
 PG1124.geopotential number by the normal gravity value computed on the
 PG1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1124.degrees latitude (g = 980.6199 gals.).
 PG1124
 PG1124.The modeled gravity was interpolated from observed gravity values.
 PG1124
 PG1124;                    North         East    Units  Estimated Accuracy
 PG1124;SPC NY E     -   657,720.      199,640.      MT  (+/- 180 meters Scaled)
 PG1124
 PG1124                          SUPERSEDED SURVEY CONTROL
 PG1124
 PG1124  NGVD 29 (??/??/??)  522.933  (m)         1715.66   (f) ADJUSTED    2 0
 PG1124
 PG1124.Superseded values are not recommended for survey control.
 PG1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1124.See file dsdata.txt to determine how the superseded data were derived.
 PG1124
 PG1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ892562(NAD 83)
 PG1124_MARKER: DD = SURVEY DISK
 PG1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1124_SP_SET: BRIDGE
 PG1124_STAMPING: 1715.3
 PG1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1124
 PG1124  HISTORY     - Date     Condition        Report By
 PG1124  HISTORY     - UNK      MONUMENTED       USGS
 PG1124  HISTORY     - 1942     GOOD             CGS
 PG1124
 PG1124                          STATION DESCRIPTION
 PG1124
 PG1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1124'2.7 MI NE FROM LYON MOUNTAIN.
 PG1124'TO REACH FROM THE RAILROAD STATION AT LYON MOUNTAIN, PROCEED 2.7 MILES
 PG1124'NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD TO A CONCRETE BRIDGE
 PG1124'AND SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE SOUTHWEST OF MILE POST
 PG1124'NO. 33, AND SET HORIZONTALLY IN THE NORTHEAST WINGWALL OF A 4 X 8 FOOT
 PG1124'CONCRETE BRIDGE UNDER TRACK, 12.0 FEET SOUTHEAST OF AND ABOUT LEVEL
 PG1124'WITH THE CENTERLINE OF TRACK.  A U.S. GEOLOGICAL SURVEY DISK SET IN
 PG1124'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1720 ***********************************************************************
 OF1720  DESIGNATION -  1716
 OF1720  PID         -  OF1720
 OF1720  STATE/COUNTY-  NY/MONROE
 OF1720  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1720
 OF1720                         *CURRENT SURVEY CONTROL
 OF1720  ___________________________________________________________________
 OF1720* NAD 83(1996)-  43 17 50.67162(N)    077 44 23.18775(W)     ADJUSTED  
 OF1720* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 OF1720  ___________________________________________________________________
 OF1720  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 OF1720  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1720
 OF1720  HORZ ORDER  -  SECOND
 OF1720
 OF1720.The horizontal coordinates were established by classical geodetic methods
 OF1720.and adjusted by the National Geodetic Survey in January 1999..
 OF1720
 OF1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1720
 OF1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1720
 OF1720.The geoid height was determined by GEOID03.
 OF1720
 OF1720;                    North         East     Units Scale Factor Converg.
 OF1720;SPC NY W     -   366,554.344   418,447.803   MT  0.99999511   +0 34 42.7
 OF1720;SPC NY W     - 1,202,603.71  1,372,857.50   sFT  0.99999511   +0 34 42.7
 OF1720;UTM  18      - 4,797,487.782   277,760.429   MT  1.00020760   -1 52 46.8
 OF1720
 OF1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1720!SPC NY W     -   0.99999296  x   0.99999511  =   0.99998807
 OF1720!UTM  18      -   0.99999296  x   1.00020760  =   1.00020056
 OF1720
 OF1720:                Primary Azimuth Mark                     Grid Az
 OF1720:SPC NY W     -  2900                                     270 47 22.8
 OF1720:UTM  18      -  2900                                     273 14 52.3
 OF1720
 OF1720|---------------------------------------------------------------------|
 OF1720| PID    Reference Object                     Distance      Geod. Az  |
 OF1720|                                                           dddmmss.s |
 OF1720| OF1721 2900                                APPROX. 0.8 KM 2712205.5 |
 OF1720|---------------------------------------------------------------------|
 OF1720
 OF1720                          SUPERSEDED SURVEY CONTROL
 OF1720
 OF1720  NAD 83(1986)-  43 17 50.67834(N)    077 44 23.18679(W) AD(       ) 2
 OF1720  NAD 27      -  43 17 50.45935(N)    077 44 24.16019(W) AD(       ) 2
 OF1720  NGVD 29 (07/19/86)   80.9    (m)          265.     (f) VERT ANG       
 OF1720
 OF1720.Superseded values are not recommended for survey control.
 OF1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1720.See file dsdata.txt to determine how the superseded data were derived.
 OF1720
 OF1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7776097488(NAD 83)
 OF1720_MARKER: DE = TRAVERSE STATION DISK
 OF1720_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1720
 OF1720  HISTORY     - Date     Condition        Report By
 OF1720  HISTORY     - 1974     MONUMENTED       NY-055
 OF1720  HISTORY     - 20020114 GOOD             NGS
 OF1720
 OF1720                          STATION DESCRIPTION
 OF1720
 OF1720'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1720'IN GREECE ON N SIDE OF HINCHER RD, 0.5 MI E OF MANITOU RD, 0.1 MI W OF
 OF1720'HOGAN RD, 13.6 FT N OF CL OF HINCHER RD, 91.7 FT NE OF UTILITY POLE
 OF1720'RGE 13 OTC 14, AND 2.1 FT S OF MONROE COUNTY WITNESS POST.  STATION IS
 OF1720'A STANDARD MCGS DISK STAMPED---1716---IN CONCRETE POST 1.4 FT BELOW
 OF1720'GRADE
 OF1720
 OF1720                          STATION RECOVERY (2002)
 OF1720
 OF1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1696 ***********************************************************************
 OF1696  DESIGNATION -  1717
 OF1696  PID         -  OF1696
 OF1696  STATE/COUNTY-  NY/MONROE
 OF1696  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1696
 OF1696                         *CURRENT SURVEY CONTROL
 OF1696  ___________________________________________________________________
 OF1696* NAD 83(1996)-  43 15 11.06645(N)    077 42 21.78821(W)     ADJUSTED  
 OF1696* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 OF1696  ___________________________________________________________________
 OF1696  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 OF1696  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1696
 OF1696  HORZ ORDER  -  SECOND
 OF1696
 OF1696.The horizontal coordinates were established by classical geodetic methods
 OF1696.and adjusted by the National Geodetic Survey in January 1999..
 OF1696
 OF1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1696
 OF1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1696
 OF1696.The geoid height was determined by GEOID03.
 OF1696
 OF1696;                    North         East     Units Scale Factor Converg.
 OF1696;SPC NY W     -   361,657.290   421,235.783   MT  0.99999990   +0 36 04.2
 OF1696;SPC NY W     - 1,186,537.29  1,382,004.40   sFT  0.99999990   +0 36 04.2
 OF1696;UTM  18      - 4,792,474.684   280,336.420   MT  1.00019360   -1 51 18.0
 OF1696
 OF1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1696!SPC NY W     -   0.99999052  x   0.99999990  =   0.99999042
 OF1696!UTM  18      -   0.99999052  x   1.00019360  =   1.00018412
 OF1696
 OF1696:                Primary Azimuth Mark                     Grid Az
 OF1696:SPC NY W     -  1719                                     270 44 39.0
 OF1696:UTM  18      -  1719                                     273 12 01.2
 OF1696
 OF1696|---------------------------------------------------------------------|
 OF1696| PID    Reference Object                     Distance      Geod. Az  |
 OF1696|                                                           dddmmss.s |
 OF1696| OF1698 1719                                APPROX. 1.5 KM 2712043.2 |
 OF1696|---------------------------------------------------------------------|
 OF1696
 OF1696                          SUPERSEDED SURVEY CONTROL
 OF1696
 OF1696  NAD 83(1986)-  43 15 11.07310(N)    077 42 21.78721(W) AD(       ) 2
 OF1696  NAD 27      -  43 15 10.85150(N)    077 42 22.76811(W) AD(       ) 2
 OF1696  NGVD 29 (07/19/86)   96.4    (m)          316.     (f) VERT ANG       
 OF1696
 OF1696.Superseded values are not recommended for survey control.
 OF1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1696.See file dsdata.txt to determine how the superseded data were derived.
 OF1696
 OF1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8033692475(NAD 83)
 OF1696_MARKER: DE = TRAVERSE STATION DISK
 OF1696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1696
 OF1696  HISTORY     - Date     Condition        Report By
 OF1696  HISTORY     - 1974     MONUMENTED       NY-055
 OF1696  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1696
 OF1696                          STATION DESCRIPTION
 OF1696
 OF1696'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1696'IN GREECE ON S SIDE OF LATTA RD, 0.45 MI E OF FLYNN RD, 0.52 MI W OF
 OF1696'LONG POND RD, 17.4 FT S OF CL OF LATTA RD, 6.5 FT S OF EDGE OF
 OF1696'PAVEMENT, 52.8 FT SW OF UTILITY POLE RGE 162-A RTC 181, AND 7.4 FT N
 OF1696'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1696'STAMPED---1717---IN CONCRETE POST 0.7 FT BELOW GRADE.
 OF1696
 OF1696                          STATION RECOVERY (2002)
 OF1696
 OF1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1696'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1697 ***********************************************************************
 OF1697  DESIGNATION -  1718
 OF1697  PID         -  OF1697
 OF1697  STATE/COUNTY-  NY/MONROE
 OF1697  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1697
 OF1697                         *CURRENT SURVEY CONTROL
 OF1697  ___________________________________________________________________
 OF1697* NAD 83(1996)-  43 15 11.59467(N)    077 42 56.05714(W)     ADJUSTED  
 OF1697* NAVD 88     -        93.9    (meters)     308.     (feet)  VERTCON   
 OF1697  ___________________________________________________________________
 OF1697  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 OF1697  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF1697
 OF1697  HORZ ORDER  -  SECOND
 OF1697
 OF1697.The horizontal coordinates were established by classical geodetic methods
 OF1697.and adjusted by the National Geodetic Survey in January 1999..
 OF1697
 OF1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1697
 OF1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1697
 OF1697.The geoid height was determined by GEOID03.
 OF1697
 OF1697;                    North         East     Units Scale Factor Converg.
 OF1697;SPC NY W     -   361,665.523   420,462.650   MT  0.99999855   +0 35 40.7
 OF1697;SPC NY W     - 1,186,564.30  1,379,467.88   sFT  0.99999855   +0 35 40.7
 OF1697;UTM  18      - 4,792,516.051   279,564.198   MT  1.00019778   -1 51 41.5
 OF1697
 OF1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1697!SPC NY W     -   0.99999088  x   0.99999855  =   0.99998943
 OF1697!UTM  18      -   0.99999088  x   1.00019778  =   1.00018866
 OF1697
 OF1697:                Primary Azimuth Mark                     Grid Az
 OF1697:SPC NY W     -  1720                                     271 19 58.9
 OF1697:UTM  18      -  1720                                     273 47 21.1
 OF1697
 OF1697|---------------------------------------------------------------------|
 OF1697| PID    Reference Object                     Distance      Geod. Az  |
 OF1697|                                                           dddmmss.s |
 OF1697| OF1699 1720                                APPROX. 1.4 KM 2715539.6 |
 OF1697|---------------------------------------------------------------------|
 OF1697
 OF1697                          SUPERSEDED SURVEY CONTROL
 OF1697
 OF1697  NAD 83(1986)-  43 15 11.60134(N)    077 42 56.05616(W) AD(       ) 2
 OF1697  NAD 27      -  43 15 11.37993(N)    077 42 57.03611(W) AD(       ) 2
 OF1697  NGVD 29 (07/19/86)   94.1    (m)          309.     (f) VERT ANG       
 OF1697
 OF1697.Superseded values are not recommended for survey control.
 OF1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1697.See file dsdata.txt to determine how the superseded data were derived.
 OF1697
 OF1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7956492516(NAD 83)
 OF1697_MARKER: DE = TRAVERSE STATION DISK
 OF1697_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1697
 OF1697  HISTORY     - Date     Condition        Report By
 OF1697  HISTORY     - 1974     MONUMENTED       NY-055
 OF1697  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1697
 OF1697                          STATION DESCRIPTION
 OF1697
 OF1697'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1697'IN GREECE ON S SIDE OF LATTA RD, 7.8 FT E OF CL OF FLYNN RD PRODUCED
 OF1697'SOUTHERLY, 16.2 FT S OF CL OF LATTA RD, 77.0 FT SE OF UTILITY POLE RGE
 OF1697'173-A RTC 191 1/2, AND 7.1 FT N OF MONROE COUNTY WITNESS POST.
 OF1697'STATION IS A STANDARD MCGS DISK STAMPED---1718---IN CONCRETE POST 1.0
 OF1697'FT BELOW GRADE.
 OF1697
 OF1697                          STATION RECOVERY (2001)
 OF1697
 OF1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1697'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1698 ***********************************************************************
 OF1698  DESIGNATION -  1719
 OF1698  PID         -  OF1698
 OF1698  STATE/COUNTY-  NY/MONROE
 OF1698  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1698
 OF1698                         *CURRENT SURVEY CONTROL
 OF1698  ___________________________________________________________________
 OF1698* NAD 83(1996)-  43 15 12.23719(N)    077 43 30.32242(W)     ADJUSTED  
 OF1698* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 OF1698  ___________________________________________________________________
 OF1698  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OF1698  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1698
 OF1698  HORZ ORDER  -  SECOND
 OF1698
 OF1698.The horizontal coordinates were established by classical geodetic methods
 OF1698.and adjusted by the National Geodetic Survey in January 1999..
 OF1698
 OF1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1698
 OF1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1698
 OF1698.The geoid height was determined by GEOID03.
 OF1698
 OF1698;                    North         East     Units Scale Factor Converg.
 OF1698;SPC NY W     -   361,677.373   419,689.566   MT  0.99999722   +0 35 17.2
 OF1698;SPC NY W     - 1,186,603.18  1,376,931.52   sFT  0.99999722   +0 35 17.2
 OF1698;UTM  18      - 4,792,561.030   278,792.176   MT  1.00020198   -1 52 05.0
 OF1698
 OF1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1698!SPC NY W     -   0.99999014  x   0.99999722  =   0.99998736
 OF1698!UTM  18      -   0.99999014  x   1.00020198  =   1.00019212
 OF1698
 OF1698:                Primary Azimuth Mark                     Grid Az
 OF1698:SPC NY W     -  1717                                     090 44 39.0
 OF1698:UTM  18      -  1717                                     093 12 01.2
 OF1698
 OF1698|---------------------------------------------------------------------|
 OF1698| PID    Reference Object                     Distance      Geod. Az  |
 OF1698|                                                           dddmmss.s |
 OF1698| OF1696 1717                                APPROX. 1.5 KM 0911956.2 |
 OF1698|---------------------------------------------------------------------|
 OF1698
 OF1698                          SUPERSEDED SURVEY CONTROL
 OF1698
 OF1698  NAD 83(1986)-  43 15 12.24388(N)    077 43 30.32142(W) AD(       ) 2
 OF1698  NAD 27      -  43 15 12.02278(N)    077 43 31.29996(W) AD(       ) 2
 OF1698  NGVD 29 (07/19/86)   98.8    (m)          324.     (f) VERT ANG       
 OF1698
 OF1698.Superseded values are not recommended for survey control.
 OF1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1698.See file dsdata.txt to determine how the superseded data were derived.
 OF1698
 OF1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7879292561(NAD 83)
 OF1698_MARKER: DE = TRAVERSE STATION DISK
 OF1698_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1698
 OF1698  HISTORY     - Date     Condition        Report By
 OF1698  HISTORY     - 1974     MONUMENTED       NY-055
 OF1698  HISTORY     - 20020114 GOOD             NGS
 OF1698
 OF1698                          STATION DESCRIPTION
 OF1698
 OF1698'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1698'IN GREECE ON S SIDE OF LATTA RD, 0.5 MI E OF NORTH GREECE RD, 0.4 MI W
 OF1698'OF FLYNN RD, 65.6 FT SE OF UTILITY POLE 2 4 8 RGE 184 RTC 202 42 288,
 OF1698'AND 3.4 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF1698'MCGS DISK STAMPED---1719---IN CONCRETE POST COVERED 0.9 FT BELOW GRADE
 OF1698
 OF1698                          STATION RECOVERY (2002)
 OF1698
 OF1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1698'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1587 ***********************************************************************
 OF1587  DESIGNATION -  171A MCGS 1970
 OF1587  PID         -  OF1587
 OF1587  STATE/COUNTY-  NY/MONROE
 OF1587  USGS QUAD   -  WEBSTER (1978)
 OF1587
 OF1587                         *CURRENT SURVEY CONTROL
 OF1587  ___________________________________________________________________
 OF1587* NAD 83(1996)-  43 09 12.65955(N)    077 29 05.41866(W)     ADJUSTED  
 OF1587* NAVD 88     -       142.4    (meters)     467.     (feet)  VERTCON   
 OF1587  ___________________________________________________________________
 OF1587  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 OF1587  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF1587
 OF1587  HORZ ORDER  -  SECOND
 OF1587
 OF1587.The horizontal coordinates were established by classical geodetic methods
 OF1587.and adjusted by the National Geodetic Survey in January 1999..
 OF1587
 OF1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1587
 OF1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1587
 OF1587.The geoid height was determined by GEOID03.
 OF1587
 OF1587;                    North         East     Units Scale Factor Converg.
 OF1587;SPC NY W     -   350,809.587   439,343.788   MT  1.00003566   +0 45 04.9
 OF1587;SPC NY W     - 1,150,947.79  1,441,413.74   sFT  1.00003566   +0 45 04.9
 OF1587;UTM  18      - 4,780,860.144   297,965.684   MT  1.00010215   -1 42 00.3
 OF1587
 OF1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1587!SPC NY W     -   0.99998324  x   1.00003566  =   1.00001890
 OF1587!UTM  18      -   0.99998324  x   1.00010215  =   1.00008539
 OF1587
 OF1587:                Primary Azimuth Mark                     Grid Az
 OF1587:SPC NY W     -  171 MCGS 1970                            089 37 18.1
 OF1587:UTM  18      -  171 MCGS 1970                            092 04 23.3
 OF1587
 OF1587|---------------------------------------------------------------------|
 OF1587| PID    Reference Object                     Distance      Geod. Az  |
 OF1587|                                                           dddmmss.s |
 OF1587| OF1580 171 MCGS 1970                       APPROX. 0.8 KM 0902223.0 |
 OF1587|---------------------------------------------------------------------|
 OF1587
 OF1587                          SUPERSEDED SURVEY CONTROL
 OF1587
 OF1587  NAD 83(1986)-  43 09 12.66802(N)    077 29 05.41716(W) AD(       ) 2
 OF1587  NAD 27      -  43 09 12.44200(N)    077 29 06.43018(W) AD(       ) 2
 OF1587  NGVD 29 (07/19/86)  142.6    (m)          468.     (f) VERT ANG       
 OF1587
 OF1587.Superseded values are not recommended for survey control.
 OF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1587.See file dsdata.txt to determine how the superseded data were derived.
 OF1587
 OF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9796680860(NAD 83)
 OF1587_MARKER: DD = SURVEY DISK
 OF1587_SETTING: 0 = UNSPECIFIED SETTING
 OF1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1587+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 OF1587
 OF1587  HISTORY     - Date     Condition        Report By
 OF1587  HISTORY     - 1970     MONUMENTED       NY-055
 OF1587  HISTORY     - 1985     GOOD             USPSQD
 OF1587  HISTORY     - 19970414 GOOD             USPSQD
 OF1587  HISTORY     - 20030426 GOOD             USPSQD
 OF1587
 OF1587                          STATION DESCRIPTION
 OF1587
 OF1587'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1587'IN PENFIELD IN SOUTHEAST CORNER OF PAVEMENT AT INTERSECTION OF
 OF1587'ATLANTIC AVENUE, WHALEN ROAD
 OF1587'
 OF1587'29.8 FT NORTHWEST OF THE NORTH POST OF HALLMARK HOMES SIGN
 OF1587'
 OF1587'5.9 FT NORTHEAST OF A WATER VALVE
 OF1587'
 OF1587'9.4 FT NORTHWEST OF A WITNESS POST.
 OF1587'
 OF1587'STATION IS STANDARD MONROE COUNTY DISK SET IN CONCRETE POST,
 OF1587'WITH A CASTIRON FRAME AND COVER.
 OF1587
 OF1587                          STATION RECOVERY (1985)
 OF1587
 OF1587'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1587'171 A FOUND GOOD.
 OF1587'
 OF1587'NO HOMES SIGN.
 OF1587'
 OF1587'NO WITNESS POST.
 OF1587'
 OF1587'22 FT 4 INCHES NORTHWEST OF SIGNAL POST, IN CAST IRON BOX, COVER
 OF1587'MARKED M.
 OF1587
 OF1587                          STATION RECOVERY (1997)
 OF1587
 OF1587'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF1587'RECOVERED IN GOOD CONDITION.
 OF1587
 OF1587                          STATION RECOVERY (2003)
 OF1587
 OF1587'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJE)
 OF1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1591 ***********************************************************************
 OF1591  DESIGNATION -  171B MCGS 1970
 OF1591  PID         -  OF1591
 OF1591  STATE/COUNTY-  NY/MONROE
 OF1591  USGS QUAD   -  WEBSTER (1978)
 OF1591
 OF1591                         *CURRENT SURVEY CONTROL
 OF1591  ___________________________________________________________________
 OF1591* NAD 83(1996)-  43 09 12.97335(N)    077 29 40.22277(W)     ADJUSTED  
 OF1591* NAVD 88     -       134.5    (meters)     441.     (feet)  VERTCON   
 OF1591  ___________________________________________________________________
 OF1591  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OF1591  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF1591
 OF1591  HORZ ORDER  -  SECOND
 OF1591
 OF1591.The horizontal coordinates were established by classical geodetic methods
 OF1591.and adjusted by the National Geodetic Survey in January 1999..
 OF1591
 OF1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1591
 OF1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1591
 OF1591.The geoid height was determined by GEOID03.
 OF1591
 OF1591;                    North         East     Units Scale Factor Converg.
 OF1591;SPC NY W     -   350,809.003   438,557.345   MT  1.00003394   +0 44 41.1
 OF1591;SPC NY W     - 1,150,945.87  1,438,833.56   sFT  1.00003394   +0 44 41.1
 OF1591;UTM  18      - 4,780,893.202   297,179.881   MT  1.00010606   -1 42 24.2
 OF1591
 OF1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1591!SPC NY W     -   0.99998448  x   1.00003394  =   1.00001842
 OF1591!UTM  18      -   0.99998448  x   1.00010606  =   1.00009054
 OF1591
 OF1591|---------------------------------------------------------------------|
 OF1591| PID    Reference Object                     Distance      Geod. Az  |
 OF1591|                                                           dddmmss.s |
 OF1591| OF1592 TT 26K USGS 1930                     23.345 METERS 01129     |
 OF1591| OF1587 171A MCGS 1970                      APPROX. 0.8 KM 0904208.1 |
 OF1591| OF1599 4 2 96 NYSDOT 1970                  376.196 METERS 26919     |
 OF1591|---------------------------------------------------------------------|
 OF1591
 OF1591                          SUPERSEDED SURVEY CONTROL
 OF1591
 OF1591  NAD 83(1986)-  43 09 12.98179(N)    077 29 40.22129(W) AD(       ) 2
 OF1591  NAD 27      -  43 09 12.75602(N)    077 29 41.23305(W) AD(       ) 2
 OF1591  NGVD 29 (07/19/86)  134.7    (m)          442.     (f) VERT ANG       
 OF1591
 OF1591.Superseded values are not recommended for survey control.
 OF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1591.See file dsdata.txt to determine how the superseded data were derived.
 OF1591
 OF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9718080893(NAD 83)
 OF1591_MARKER: DD = SURVEY DISK
 OF1591_SETTING: 0 = UNSPECIFIED SETTING
 OF1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1591
 OF1591  HISTORY     - Date     Condition        Report By
 OF1591  HISTORY     - 1970     MONUMENTED       NY-055
 OF1591  HISTORY     - 19970414 GOOD             USPSQD
 OF1591  HISTORY     - 20030426 GOOD             USPSQD
 OF1591
 OF1591                          STATION DESCRIPTION
 OF1591
 OF1591'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1591'IN PENFIELD IN SOUTHEAST CORNER OF PAVEMENT AT INTERSECTION OF
 OF1591'BROWNCROFT BLVD. (ATLANTIC AVENUE) AND CLARK ROAD.
 OF1591'
 OF1591'8.5 FT NORTHWEST OF WATER VALVE.
 OF1591'
 OF1591'25.1 FT NORTHWEST OF TRAFFIC LIGHT POLE
 OF1591'
 OF1591'1.7 FT NORTH OF PRODUCTION OF CURB LINE ON SOUTH SIDE OF
 OF1591'BROWNCROFT BLVD.
 OF1591'
 OF1591'STATION IS STANDARD MONROE COUNTY DISK SET IN CONCRETE POST
 OF1591'WITH A CASTIRON FRAME AND COVER.
 OF1591
 OF1591                          STATION RECOVERY (1997)
 OF1591
 OF1591'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF1591'RECOVERED IN GOOD CONDITION.
 OF1591
 OF1591                          STATION RECOVERY (2003)
 OF1591
 OF1591'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJE)
 OF1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2057 ***********************************************************************
 PH2057  DESIGNATION -  172 SUB IBC
 PH2057  PID         -  PH2057
 PH2057  STATE/COUNTY-  NY/ST LAWRENCE
 PH2057  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2057
 PH2057                         *CURRENT SURVEY CONTROL
 PH2057  ___________________________________________________________________
 PH2057* NAD 83(1996)-  44 25 28.92811(N)    075 48 45.94215(W)     ADJUSTED  
 PH2057* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2057  ___________________________________________________________________
 PH2057  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 PH2057  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 PH2057
 PH2057  HORZ ORDER  -  THIRD
 PH2057
 PH2057.The horizontal coordinates were established by classical geodetic methods
 PH2057.and adjusted by the National Geodetic Survey in January 1999..
 PH2057
 PH2057.The orthometric height was scaled from a topographic map.
 PH2057
 PH2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2057
 PH2057.The geoid height was determined by GEOID03.
 PH2057
 PH2057;                    North         East     Units Scale Factor Converg.
 PH2057;SPC NY E     -   621,788.246    45,472.611   MT  1.00003433   -0 55 08.3
 PH2057;SPC NY E     - 2,039,983.60    149,188.06   sFT  1.00003433   -0 55 08.3
 PH2057;UTM  18      - 4,919,366.550   435,304.122   MT  0.99965147   -0 34 08.1
 PH2057
 PH2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2057!SPC NY E     -   0.99999328  x   1.00003433  =   1.00002761
 PH2057!UTM  18      -   0.99999328  x   0.99965147  =   0.99964475
 PH2057
 PH2057:                Primary Azimuth Mark                     Grid Az
 PH2057:SPC NY E     -  POINT USLS                               273 34 53.3
 PH2057:UTM  18      -  POINT USLS                               273 13 53.1
 PH2057
 PH2057|---------------------------------------------------------------------|
 PH2057| PID    Reference Object                     Distance      Geod. Az  |
 PH2057|                                                           dddmmss.s |
 PH2057| PH2070 POINT USLS                          APPROX. 2.1 KM 2723945.0 |
 PH2057|---------------------------------------------------------------------|
 PH2057
 PH2057                          SUPERSEDED SURVEY CONTROL
 PH2057
 PH2057  NAD 83(1986)-  44 25 28.93427(N)    075 48 45.94462(W) AD(       ) 3
 PH2057  NAD 27      -  44 25 28.75700(N)    075 48 47.10800(W) AD(       ) 3
 PH2057
 PH2057.Superseded values are not recommended for survey control.
 PH2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2057.See file dsdata.txt to determine how the superseded data were derived.
 PH2057
 PH2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3530419367(NAD 83)
 PH2057_MARKER: DD = SURVEY DISK
 PH2057_SETTING: 66 = SET IN ROCK OUTCROP
 PH2057_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2057+STABILITY: POSITION/ELEVATION WELL
 PH2057
 PH2057  HISTORY     - Date     Condition        Report By
 PH2057  HISTORY     - 1940     MONUMENTED       IBC
 PH2057  HISTORY     - 1957     GOOD             IBC
 PH2057
 PH2057                          STATION DESCRIPTION
 PH2057
 PH2057'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2057'ON THE WESTERN POINT OF SCOW ISLAND, A SMALL ISLAND 1/2 MILE NORTH OF
 PH2057'THE SOUTHWEST END OF OAK ISLAND IN THE ST LAWRENCE RIVER.  THE STATION
 PH2057'IS ABOUT 30 FEET WESTERLY FROM THE WEST CORNER OF THE HOUSE ON THE
 PH2057'ISLAND.  IT IS 8 FEET FROM THE WATERS EDGE AND ABOUT 2 FEET ABOVE THE
 PH2057'WATER IN THE RIVER.
 PH2057'
 PH2057'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2057'DISK STATION MARK SET IN SOLID ROCK.
 PH2057
 PH2057                          STATION RECOVERY (1957)
 PH2057
 PH2057'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2057'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1699 ***********************************************************************
 OF1699  DESIGNATION -  1720
 OF1699  PID         -  OF1699
 OF1699  STATE/COUNTY-  NY/MONROE
 OF1699  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1699
 OF1699                         *CURRENT SURVEY CONTROL
 OF1699  ___________________________________________________________________
 OF1699* NAD 83(1996)-  43 15 13.11600(N)    077 43 58.08724(W)     ADJUSTED  
 OF1699* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 OF1699  ___________________________________________________________________
 OF1699  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF1699  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1699
 OF1699  HORZ ORDER  -  SECOND
 OF1699
 OF1699.The horizontal coordinates were established by classical geodetic methods
 OF1699.and adjusted by the National Geodetic Survey in January 1999..
 OF1699
 OF1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1699
 OF1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1699
 OF1699.The geoid height was determined by GEOID03.
 OF1699
 OF1699;                    North         East     Units Scale Factor Converg.
 OF1699;SPC NY W     -   361,698.093   419,063.034   MT  0.99999615   +0 34 58.2
 OF1699;SPC NY W     - 1,186,671.16  1,374,875.97   sFT  0.99999615   +0 34 58.2
 OF1699;UTM  18      - 4,792,608.590   278,166.979   MT  1.00020539   -1 52 24.1
 OF1699
 OF1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1699!SPC NY W     -   0.99998967  x   0.99999615  =   0.99998582
 OF1699!UTM  18      -   0.99998967  x   1.00020539  =   1.00019506
 OF1699
 OF1699:                Primary Azimuth Mark                     Grid Az
 OF1699:SPC NY W     -  1725                                     000 30 15.8
 OF1699:UTM  18      -  1725                                     002 57 38.1
 OF1699
 OF1699|---------------------------------------------------------------------|
 OF1699| PID    Reference Object                     Distance      Geod. Az  |
 OF1699|                                                           dddmmss.s |
 OF1699| OF1702 1725                                APPROX. 0.8 KM 0010514.0 |
 OF1699|---------------------------------------------------------------------|
 OF1699
 OF1699                          SUPERSEDED SURVEY CONTROL
 OF1699
 OF1699  NAD 83(1986)-  43 15 13.12271(N)    077 43 58.08627(W) AD(       ) 2
 OF1699  NAD 27      -  43 15 12.90197(N)    077 43 59.06418(W) AD(       ) 2
 OF1699  NGVD 29 (07/19/86)  101.8    (m)          334.     (f) VERT ANG       
 OF1699
 OF1699.Superseded values are not recommended for survey control.
 OF1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1699.See file dsdata.txt to determine how the superseded data were derived.
 OF1699
 OF1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7816792609(NAD 83)
 OF1699_MARKER: DE = TRAVERSE STATION DISK
 OF1699_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1699
 OF1699  HISTORY     - Date     Condition        Report By
 OF1699  HISTORY     - 1974     MONUMENTED       NY-055
 OF1699  HISTORY     - 20020114 GOOD             NGS
 OF1699
 OF1699                          STATION DESCRIPTION
 OF1699
 OF1699'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1699'IN GREECE IN NE CORNER OF INTERSECTION OF LATTA RD AND NORTH GREECE RD
 OF1699'12.4 FT N OF CL LATTA RD, 12.1 FT E OF CL OF NORTH GREECE RD.  STATION
 OF1699'IS A STANDARD MCGS DISK STAMPED---1720---IN CONCRETE POST COVERED 0.8
 OF1699'FT AND IN A CAST IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
 OF1699
 OF1699                          STATION RECOVERY (2002)
 OF1699
 OF1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1699'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1141 ***********************************************************************
 NA1141  DESIGNATION -  1721
 NA1141  PID         -  NA1141
 NA1141  STATE/COUNTY-  NY/OTSEGO
 NA1141  USGS QUAD   -  HARTWICK (1994)
 NA1141
 NA1141                         *CURRENT SURVEY CONTROL
 NA1141  ___________________________________________________________________
 NA1141* NAD 83(1986)-  42 43 58.     (N)    075 03 48.     (W)     SCALED    
 NA1141* NAVD 88     -       524.372  (meters)    1720.38   (feet)  ADJUSTED  
 NA1141  ___________________________________________________________________
 NA1141  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NA1141  DYNAMIC HT  -         524.191 (meters)    1719.78  (feet)  COMP
 NA1141  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 NA1141
 NA1141  VERT ORDER  -  SECOND    CLASS 0
 NA1141
 NA1141.The horizontal coordinates were scaled from a topographic map and have
 NA1141.an estimated accuracy of +/- 6 seconds.
 NA1141
 NA1141.The orthometric height was determined by differential leveling
 NA1141.and adjusted by the National Geodetic Survey in June 1991..
 NA1141
 NA1141.The geoid height was determined by GEOID03.
 NA1141
 NA1141.The dynamic height is computed by dividing the NAVD 88
 NA1141.geopotential number by the normal gravity value computed on the
 NA1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1141.degrees latitude (g = 980.6199 gals.).
 NA1141
 NA1141.The modeled gravity was interpolated from observed gravity values.
 NA1141
 NA1141;                    North         East    Units  Estimated Accuracy
 NA1141;SPC NY E     -   433,140.      103,870.      MT  (+/- 180 meters Scaled)
 NA1141
 NA1141                          SUPERSEDED SURVEY CONTROL
 NA1141
 NA1141  NGVD 29 (??/??/92)  524.502  (m)         1720.80   (f) ADJ UNCH    2 0
 NA1141
 NA1141.Superseded values are not recommended for survey control.
 NA1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1141.See file dsdata.txt to determine how the superseded data were derived.
 NA1141
 NA1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN948311(NAD 83)
 NA1141_MARKER: DD = SURVEY DISK
 NA1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1141_SP_SET: WALL
 NA1141_STAMPING: 1721 N.Y. 1909
 NA1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1141
 NA1141  HISTORY     - Date     Condition        Report By
 NA1141  HISTORY     - 1909     MONUMENTED       USGS
 NA1141  HISTORY     - 1942     GOOD             NGS
 NA1141
 NA1141                          STATION DESCRIPTION
 NA1141
 NA1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1141'3.4 MI E FROM BURLINGTON.
 NA1141'3.4 MILES EAST ALONG STATE HIGHWAY NO. 80 FROM THE BAPTIST CHURCH AT
 NA1141'BURLINGTON, AT OTSEGO NO. 5 SCHOOL.  A U.S.G.S. DISK, SET VERTICALLY,
 NA1141'IN THE WEST STONE FOUNDATION WALL, 5.6 FEET NORTH OF THE SOUTHWEST
 NA1141'CORNER, AND 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1700 ***********************************************************************
 OF1700  DESIGNATION -  1721
 OF1700  PID         -  OF1700
 OF1700  STATE/COUNTY-  NY/MONROE
 OF1700  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1700
 OF1700                         *CURRENT SURVEY CONTROL
 OF1700  ___________________________________________________________________
 OF1700* NAD 83(1996)-  43 15 13.82575(N)    077 44 49.84514(W)     ADJUSTED  
 OF1700* NAVD 88     -       102.7    (meters)     337.     (feet)  VERTCON   
 OF1700  ___________________________________________________________________
 OF1700  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 OF1700  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF1700
 OF1700  HORZ ORDER  -  SECOND
 OF1700
 OF1700.The horizontal coordinates were established by classical geodetic methods
 OF1700.and adjusted by the National Geodetic Survey in January 1999..
 OF1700
 OF1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1700
 OF1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1700
 OF1700.The geoid height was determined by GEOID03.
 OF1700
 OF1700;                    North         East     Units Scale Factor Converg.
 OF1700;SPC NY W     -   361,708.219   417,895.384   MT  0.99999419   +0 34 22.7
 OF1700;SPC NY W     - 1,186,704.38  1,371,045.11   sFT  0.99999419   +0 34 22.7
 OF1700;UTM  18      - 4,792,668.760   277,000.587   MT  1.00021177   -1 52 59.6
 OF1700
 OF1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1700!SPC NY W     -   0.99998950  x   0.99999419  =   0.99998369
 OF1700!UTM  18      -   0.99998950  x   1.00021177  =   1.00020126
 OF1700
 OF1700:                Primary Azimuth Mark                     Grid Az
 OF1700:SPC NY W     -  1720                                     090 29 48.8
 OF1700:UTM  18      -  1720                                     092 57 11.1
 OF1700
 OF1700|---------------------------------------------------------------------|
 OF1700| PID    Reference Object                     Distance      Geod. Az  |
 OF1700|                                                           dddmmss.s |
 OF1700| OF1699 1720                                APPROX. 1.2 KM 0910411.5 |
 OF1700| OF1112 744                                 305.211 METERS 27338     |
 OF1700| OF1111 TT 35 K                             308.268 METERS 27407     |
 OF1700| OF2551 GREECE                              281.983 METERS 27520     |
 OF1700|---------------------------------------------------------------------|
 OF1700
 OF1700                          SUPERSEDED SURVEY CONTROL
 OF1700
 OF1700  NAD 83(1986)-  43 15 13.83254(N)    077 44 49.84404(W) AD(       ) 2
 OF1700  NAD 27      -  43 15 13.61271(N)    077 44 50.81908(W) AD(       ) 2
 OF1700  NGVD 29 (07/19/86)  102.9    (m)          338.     (f) VERT ANG       
 OF1700
 OF1700.Superseded values are not recommended for survey control.
 OF1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1700.See file dsdata.txt to determine how the superseded data were derived.
 OF1700
 OF1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7700192669(NAD 83)
 OF1700_MARKER: DE = TRAVERSE STATION DISK
 OF1700_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1700
 OF1700  HISTORY     - Date     Condition        Report By
 OF1700  HISTORY     - 1974     MONUMENTED       NY-055
 OF1700  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1700
 OF1700                          STATION DESCRIPTION
 OF1700
 OF1700'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1700'IN GREECE ON S SIDE OF LATTA RD, 0.2 MI E OF MANITOU RD, 0.76 MI W OF
 OF1700'NORTH GREECE RD, 15.5 FT S OF CL LATTA RD, 60.6 FT W OF UTILITY POLE
 OF1700'RGE 216-A, AND 5.8 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF1700'STANDARD MCGS DISK STAMPED---1721---IN CONCRETE POST 1.0 FT BELOW
 OF1700'GRADE.
 OF1700
 OF1700                          STATION RECOVERY (2002)
 OF1700
 OF1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1700'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1724 ***********************************************************************
 OF1724  DESIGNATION -  1722
 OF1724  PID         -  OF1724
 OF1724  STATE/COUNTY-  NY/MONROE
 OF1724  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1724
 OF1724                         *CURRENT SURVEY CONTROL
 OF1724  ___________________________________________________________________
 OF1724* NAD 83(1996)-  43 18 41.71540(N)    077 44 54.59349(W)     ADJUSTED  
 OF1724* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 OF1724  ___________________________________________________________________
 OF1724  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 OF1724  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OF1724
 OF1724  HORZ ORDER  -  SECOND
 OF1724
 OF1724.The horizontal coordinates were established by classical geodetic methods
 OF1724.and adjusted by the National Geodetic Survey in January 1999..
 OF1724
 OF1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1724
 OF1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1724
 OF1724.The geoid height was determined by GEOID03.
 OF1724
 OF1724;                    North         East     Units Scale Factor Converg.
 OF1724;SPC NY W     -   368,122.394   417,724.192   MT  0.99999390   +0 34 21.7
 OF1724;SPC NY W     - 1,207,748.22  1,370,483.45   sFT  0.99999390   +0 34 21.7
 OF1724;UTM  18      - 4,799,085.772   277,104.606   MT  1.00021119   -1 53 10.1
 OF1724
 OF1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1724!SPC NY W     -   0.99999306  x   0.99999390  =   0.99998696
 OF1724!UTM  18      -   0.99999306  x   1.00021119  =   1.00020425
 OF1724
 OF1724:                Primary Azimuth Mark                     Grid Az
 OF1724:SPC NY W     -  2937                                     268 33 21.8
 OF1724:UTM  18      -  2937                                     271 00 53.6
 OF1724
 OF1724|---------------------------------------------------------------------|
 OF1724| PID    Reference Object                     Distance      Geod. Az  |
 OF1724|                                                           dddmmss.s |
 OF1724| OF2628 2937                                APPROX. 0.6 KM 2690743.5 |
 OF1724|---------------------------------------------------------------------|
 OF1724
 OF1724                          SUPERSEDED SURVEY CONTROL
 OF1724
 OF1724  NAD 83(1986)-  43 18 41.72209(N)    077 44 54.59245(W) AD(       ) 2
 OF1724  NAD 27      -  43 18 41.50367(N)    077 44 55.56367(W) AD(       ) 2
 OF1724  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 OF1724
 OF1724.Superseded values are not recommended for survey control.
 OF1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1724.See file dsdata.txt to determine how the superseded data were derived.
 OF1724
 OF1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7710599086(NAD 83)
 OF1724_MARKER: DE = TRAVERSE STATION DISK
 OF1724_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1724
 OF1724  HISTORY     - Date     Condition        Report By
 OF1724  HISTORY     - 1974     MONUMENTED       NY-055
 OF1724  HISTORY     - 20020114 GOOD             NGS
 OF1724
 OF1724                          STATION DESCRIPTION
 OF1724
 OF1724'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1724'IN GREECE ON E SIDE OF MANITOU RD AT CURTIS RD, 16.3 FT E OF CL OF
 OF1724'MANITOU RD, 6.7 FT E OF EDGE OF PAVEMENT, 9.6 FT N OF CL OF CURTIS RD
 OF1724'PRODUCED EASTERLY, 4.4 FT S OF N RANGE LINE OF HSE NO 352, AND 4.0 FT
 OF1724'W OF GUARD RAIL.  STATION IS A STANDARD MCGS DISK STAMPED---1722---IN
 OF1724'CONCRETE POST 0.3 FT BELOW GRADE.
 OF1724
 OF1724                          STATION RECOVERY (2002)
 OF1724
 OF1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1703 ***********************************************************************
 OF1703  DESIGNATION -  1723
 OF1703  PID         -  OF1703
 OF1703  STATE/COUNTY-  NY/MONROE
 OF1703  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1703
 OF1703                         *CURRENT SURVEY CONTROL
 OF1703  ___________________________________________________________________
 OF1703* NAD 83(1996)-  43 16 06.02298(N)    077 42 54.18335(W)     ADJUSTED  
 OF1703* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 OF1703  ___________________________________________________________________
 OF1703  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 OF1703  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1703
 OF1703  HORZ ORDER  -  SECOND
 OF1703
 OF1703.The horizontal coordinates were established by classical geodetic methods
 OF1703.and adjusted by the National Geodetic Survey in January 1999..
 OF1703
 OF1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1703
 OF1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1703
 OF1703.The geoid height was determined by GEOID03.
 OF1703
 OF1703;                    North         East     Units Scale Factor Converg.
 OF1703;SPC NY W     -   363,345.554   420,487.469   MT  0.99999860   +0 35 42.6
 OF1703;SPC NY W     - 1,192,076.21  1,379,549.30   sFT  0.99999860   +0 35 42.6
 OF1703;UTM  18      - 4,794,193.808   279,661.022   MT  1.00019726   -1 51 42.1
 OF1703
 OF1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1703!SPC NY W     -   0.99999214  x   0.99999860  =   0.99999074
 OF1703!UTM  18      -   0.99999214  x   1.00019726  =   1.00018940
 OF1703
 OF1703:                Primary Azimuth Mark                     Grid Az
 OF1703:SPC NY W     -  1718                                     180 50 46.7
 OF1703:UTM  18      -  1718                                     183 18 11.4
 OF1703
 OF1703|---------------------------------------------------------------------|
 OF1703| PID    Reference Object                     Distance      Geod. Az  |
 OF1703|                                                           dddmmss.s |
 OF1703| OF1697 1718                                APPROX. 1.7 KM 1812629.3 |
 OF1703|---------------------------------------------------------------------|
 OF1703
 OF1703                          SUPERSEDED SURVEY CONTROL
 OF1703
 OF1703  NAD 83(1986)-  43 16 06.02964(N)    077 42 54.18234(W) AD(       ) 2
 OF1703  NAD 27      -  43 16 05.80858(N)    077 42 55.16134(W) AD(       ) 2
 OF1703  NGVD 29 (07/19/86)   86.1    (m)          282.     (f) VERT ANG       
 OF1703
 OF1703.Superseded values are not recommended for survey control.
 OF1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1703.See file dsdata.txt to determine how the superseded data were derived.
 OF1703
 OF1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7966194194(NAD 83)
 OF1703_MARKER: DE = TRAVERSE STATION DISK
 OF1703_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1703
 OF1703  HISTORY     - Date     Condition        Report By
 OF1703  HISTORY     - 1974     MONUMENTED       NY-055
 OF1703  HISTORY     - 20010331 GOOD             NGS
 OF1703
 OF1703                          STATION DESCRIPTION
 OF1703
 OF1703'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1703'IN GREECE ONE SIDE OF FLYNN RD, 1.1 MI N OF LATTA RD, 0.5 MI S OF
 OF1703'POST AVE, 11.4 FT E OF CL OF FLYNN RD AND ON S RANGE LINE OF HSE NO
 OF1703'873, 1.4 E OF EDGE OF PAVEMENT, 40.8 FT NE OF UTILITY POLE RGE 23 244
 OF1703'RTC 36, AND 11.9 FT SW OF MONROE COUNTY WITNESS POST NAILED ON FENCE
 OF1703'POST.  STATION IS A STANDARD MCGS DISK STAMPED---1723---IN CONCRETE
 OF1703'POST 0.2 FT BELOW GRADE.
 OF1703
 OF1703                          STATION RECOVERY (2001)
 OF1703
 OF1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1703'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1701 ***********************************************************************
 OF1701  DESIGNATION -  1724
 OF1701  PID         -  OF1701
 OF1701  STATE/COUNTY-  NY/MONROE
 OF1701  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1701
 OF1701                         *CURRENT SURVEY CONTROL
 OF1701  ___________________________________________________________________
 OF1701* NAD 83(1996)-  43 15 37.31325(N)    077 42 55.09822(W)     ADJUSTED  
 OF1701* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 OF1701  ___________________________________________________________________
 OF1701  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 OF1701  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1701
 OF1701  HORZ ORDER  -  SECOND
 OF1701
 OF1701.The horizontal coordinates were established by classical geodetic methods
 OF1701.and adjusted by the National Geodetic Survey in January 1999..
 OF1701
 OF1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1701
 OF1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1701
 OF1701.The geoid height was determined by GEOID03.
 OF1701
 OF1701;                    North         East     Units Scale Factor Converg.
 OF1701;SPC NY W     -   362,459.392   420,476.039   MT  0.99999858   +0 35 41.6
 OF1701;SPC NY W     - 1,189,168.86  1,379,511.80   sFT  0.99999858   +0 35 41.6
 OF1701;UTM  18      - 4,793,308.774   279,611.608   MT  1.00019753   -1 51 41.7
 OF1701
 OF1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1701!SPC NY W     -   0.99999159  x   0.99999858  =   0.99999017
 OF1701!UTM  18      -   0.99999159  x   1.00019753  =   1.00018912
 OF1701
 OF1701:                Primary Azimuth Mark                     Grid Az
 OF1701:SPC NY W     -  1723                                     000 44 20.7
 OF1701:UTM  18      -  1723                                     003 11 44.0
 OF1701
 OF1701|---------------------------------------------------------------------|
 OF1701| PID    Reference Object                     Distance      Geod. Az  |
 OF1701|                                                           dddmmss.s |
 OF1701| OF1703 1723                                APPROX. 0.9 KM 0012002.3 |
 OF1701|---------------------------------------------------------------------|
 OF1701
 OF1701                          SUPERSEDED SURVEY CONTROL
 OF1701
 OF1701  NAD 83(1986)-  43 15 37.31992(N)    077 42 55.09721(W) AD(       ) 2
 OF1701  NAD 27      -  43 15 37.09867(N)    077 42 56.07674(W) AD(       ) 2
 OF1701  NGVD 29 (07/19/86)   89.6    (m)          294.     (f) VERT ANG       
 OF1701
 OF1701.Superseded values are not recommended for survey control.
 OF1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1701.See file dsdata.txt to determine how the superseded data were derived.
 OF1701
 OF1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7961293309(NAD 83)
 OF1701_MARKER: DE = TRAVERSE STATION DISK
 OF1701_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1701
 OF1701  HISTORY     - Date     Condition        Report By
 OF1701  HISTORY     - 1974     MONUMENTED       NY-055
 OF1701  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1701
 OF1701                          STATION DESCRIPTION
 OF1701
 OF1701'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1701'IN GREECE ON E SIDE OF FLYNN RD, 0.5 MI N OF LATTA RD, 0.95 MI S OF
 OF1701'POST AVE, 13.8 FT E OF CL FLYNN RD, 3.1 FT E OF EDGE OF PAVEMENT, 77.9
 OF1701'FT NE OF UTILITY POLE RGE 8, AND 8.9 FT W OF MONROE COUNTY WITNESS
 OF1701'POST.  STATION IS A STANDARD MCGS DISK STAMPED---1724---IN CONCRETE
 OF1701'POST 0.8 FT BELOW GRADE.
 OF1701
 OF1701                          STATION RECOVERY (2001)
 OF1701
 OF1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1701'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1702 ***********************************************************************
 OF1702  DESIGNATION -  1725
 OF1702  PID         -  OF1702
 OF1702  STATE/COUNTY-  NY/MONROE
 OF1702  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1702
 OF1702                         *CURRENT SURVEY CONTROL
 OF1702  ___________________________________________________________________
 OF1702* NAD 83(1996)-  43 15 39.59819(N)    077 43 57.39957(W)     ADJUSTED  
 OF1702* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 OF1702  ___________________________________________________________________
 OF1702  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF1702  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1702
 OF1702  HORZ ORDER  -  SECOND
 OF1702
 OF1702.The horizontal coordinates were established by classical geodetic methods
 OF1702.and adjusted by the National Geodetic Survey in January 1999..
 OF1702
 OF1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1702
 OF1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1702
 OF1702.The geoid height was determined by GEOID03.
 OF1702
 OF1702;                    North         East     Units Scale Factor Converg.
 OF1702;SPC NY W     -   362,515.458   419,070.230   MT  0.99999616   +0 34 59.0
 OF1702;SPC NY W     - 1,189,352.80  1,374,899.58   sFT  0.99999616   +0 34 59.0
 OF1702;UTM  18      - 4,793,425.067   278,209.208   MT  1.00020515   -1 52 24.5
 OF1702
 OF1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1702!SPC NY W     -   0.99999087  x   0.99999616  =   0.99998703
 OF1702!UTM  18      -   0.99999087  x   1.00020515  =   1.00019601
 OF1702
 OF1702:                Primary Azimuth Mark                     Grid Az
 OF1702:SPC NY W     -  1726                                     001 34 28.9
 OF1702:UTM  18      -  1726                                     004 01 52.4
 OF1702
 OF1702|---------------------------------------------------------------------|
 OF1702| PID    Reference Object                     Distance      Geod. Az  |
 OF1702|                                                           dddmmss.s |
 OF1702| OF1704 1726                                APPROX. 0.8 KM 0020927.9 |
 OF1702|---------------------------------------------------------------------|
 OF1702
 OF1702                          SUPERSEDED SURVEY CONTROL
 OF1702
 OF1702  NAD 83(1986)-  43 15 39.60483(N)    077 43 57.39860(W) AD(       ) 2
 OF1702  NAD 27      -  43 15 39.38431(N)    077 43 58.37576(W) AD(       ) 2
 OF1702  NGVD 29 (07/19/86)   94.2    (m)          309.     (f) VERT ANG       
 OF1702
 OF1702.Superseded values are not recommended for survey control.
 OF1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1702.See file dsdata.txt to determine how the superseded data were derived.
 OF1702
 OF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7820993425(NAD 83)
 OF1702_MARKER: DE = TRAVERSE STATION DISK
 OF1702_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1702
 OF1702  HISTORY     - Date     Condition        Report By
 OF1702  HISTORY     - 1974     MONUMENTED       NY-055
 OF1702  HISTORY     - 20010331 GOOD             NGS
 OF1702
 OF1702                          STATION DESCRIPTION
 OF1702
 OF1702'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1702'IN GREECE ON W SIDE OF NORTH GREECE RD, 0.55 MI N OF LATTA RD, 1.05 MI
 OF1702'S OF POST AVE, 15.0 FT W OF CL OF NORTH GREECE RD AND ON N RANGE LINE
 OF1702'OF HSE NO 524, 4.6 FT W OF EDGE OF PAVEMENT, AND 5.5 FT SE OF UTILITY
 OF1702'POLE RGE 79.  STATION IS A STANDARD MCGS DISK STAMPED---1725---IN
 OF1702'CONCRETE POST 0.3 FT BELOW GRADE.
 OF1702
 OF1702                          STATION RECOVERY (2001)
 OF1702
 OF1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1702'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1704 ***********************************************************************
 OF1704  DESIGNATION -  1726
 OF1704  PID         -  OF1704
 OF1704  STATE/COUNTY-  NY/MONROE
 OF1704  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1704
 OF1704                         *CURRENT SURVEY CONTROL
 OF1704  ___________________________________________________________________
 OF1704* NAD 83(1996)-  43 16 06.07595(N)    077 43 56.03438(W)     ADJUSTED  
 OF1704* NAVD 88     -        88.3    (meters)     290.     (feet)  VERTCON   
 OF1704  ___________________________________________________________________
 OF1704  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 OF1704  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1704
 OF1704  HORZ ORDER  -  SECOND
 OF1704
 OF1704.The horizontal coordinates were established by classical geodetic methods
 OF1704.and adjusted by the National Geodetic Survey in January 1999..
 OF1704
 OF1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1704
 OF1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1704
 OF1704.The geoid height was determined by GEOID03.
 OF1704
 OF1704;                    North         East     Units Scale Factor Converg.
 OF1704;SPC NY W     -   363,332.844   419,092.700   MT  0.99999620   +0 35 00.2
 OF1704;SPC NY W     - 1,192,034.51  1,374,973.30   sFT  0.99999620   +0 35 00.2
 OF1704;UTM  18      - 4,794,240.908   278,266.706   MT  1.00020484   -1 52 24.5
 OF1704
 OF1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1704!SPC NY W     -   0.99999176  x   0.99999620  =   0.99998796
 OF1704!UTM  18      -   0.99999176  x   1.00020484  =   1.00019660
 OF1704
 OF1704:                Primary Azimuth Mark                     Grid Az
 OF1704:SPC NY W     -  1727                                     359 48 48.4
 OF1704:UTM  18      -  1727                                     002 16 13.1
 OF1704
 OF1704|---------------------------------------------------------------------|
 OF1704| PID    Reference Object                     Distance      Geod. Az  |
 OF1704|                                                           dddmmss.s |
 OF1704| OF1706 1727                                APPROX. 0.6 KM 0002348.6 |
 OF1704|---------------------------------------------------------------------|
 OF1704
 OF1704                          SUPERSEDED SURVEY CONTROL
 OF1704
 OF1704  NAD 83(1986)-  43 16 06.08253(N)    077 43 56.03343(W) AD(       ) 2
 OF1704  NAD 27      -  43 16 05.86215(N)    077 43 57.00981(W) AD(       ) 2
 OF1704  NGVD 29 (07/19/86)   88.5    (m)          290.     (f) VERT ANG       
 OF1704
 OF1704.Superseded values are not recommended for survey control.
 OF1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1704.See file dsdata.txt to determine how the superseded data were derived.
 OF1704
 OF1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7826794241(NAD 83)
 OF1704_MARKER: DE = TRAVERSE STATION DISK
 OF1704_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1704
 OF1704  HISTORY     - Date     Condition        Report By
 OF1704  HISTORY     - 1974     MONUMENTED       NY-055
 OF1704  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1704
 OF1704                          STATION DESCRIPTION
 OF1704
 OF1704'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1704'IN GREECE ON E SIDE OF NORTH GREECE RD, 1.05 MI N OF LATTA RD, 0.5 MI
 OF1704'S OF POST AVE, 17.8 FT E OF CL NORTH GREECE RD, 7.6 FT E OF EDGE OF
 OF1704'PAVEMENT, 34.5 FT SW OF UTILITY POLE 37, AND 5.6 FT W OF MONROE COUNTY
 OF1704'WITNESS POST.  STATION IS A STANDARD MCGS DISK STAMPED---1726---IN
 OF1704'CONCRETE POST 0.5 FT BELOW GRADE.
 OF1704
 OF1704                          STATION RECOVERY (2001)
 OF1704
 OF1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1704'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1706 ***********************************************************************
 OF1706  DESIGNATION -  1727
 OF1706  PID         -  OF1706
 OF1706  STATE/COUNTY-  NY/MONROE
 OF1706  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1706
 OF1706                         *CURRENT SURVEY CONTROL
 OF1706  ___________________________________________________________________
 OF1706* NAD 83(1996)-  43 16 25.45303(N)    077 43 55.85071(W)     ADJUSTED  
 OF1706* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 OF1706  ___________________________________________________________________
 OF1706  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 OF1706  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1706
 OF1706  HORZ ORDER  -  SECOND
 OF1706
 OF1706.The horizontal coordinates were established by classical geodetic methods
 OF1706.and adjusted by the National Geodetic Survey in January 1999..
 OF1706
 OF1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1706
 OF1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1706
 OF1706.The geoid height was determined by GEOID03.
 OF1706
 OF1706;                    North         East     Units Scale Factor Converg.
 OF1706;SPC NY W     -   363,930.840   419,090.752   MT  0.99999620   +0 35 00.5
 OF1706;SPC NY W     - 1,193,996.43  1,374,966.91   sFT  0.99999620   +0 35 00.5
 OF1706;UTM  18      - 4,794,838.563   278,290.401   MT  1.00020471   -1 52 25.1
 OF1706
 OF1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1706!SPC NY W     -   0.99999264  x   0.99999620  =   0.99998884
 OF1706!UTM  18      -   0.99999264  x   1.00020471  =   1.00019735
 OF1706
 OF1706|---------------------------------------------------------------------|
 OF1706| PID    Reference Object                     Distance      Geod. Az  |
 OF1706|                                                           dddmmss.s |
 OF1706| OF1710 1728                                196.930 METERS 00111     |
 OF1706| OF1715 TP 9042 SECOND                      APPROX. 0.8 KM 0014003.6 |
 OF1706| OF1704 1726                                APPROX. 0.6 KM 1802348.7 |
 OF1706|---------------------------------------------------------------------|
 OF1706
 OF1706                          SUPERSEDED SURVEY CONTROL
 OF1706
 OF1706  NAD 83(1986)-  43 16 25.45961(N)    077 43 55.84978(W) AD(       ) 2
 OF1706  NAD 27      -  43 16 25.23955(N)    077 43 56.82560(W) AD(       ) 2
 OF1706  NGVD 29 (07/19/86)   82.9    (m)          272.     (f) VERT ANG       
 OF1706
 OF1706.Superseded values are not recommended for survey control.
 OF1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1706.See file dsdata.txt to determine how the superseded data were derived.
 OF1706
 OF1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7829094839(NAD 83)
 OF1706_MARKER: DE = TRAVERSE STATION DISK
 OF1706_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1706
 OF1706  HISTORY     - Date     Condition        Report By
 OF1706  HISTORY     - 1974     MONUMENTED       NY-055
 OF1706
 OF1706                          STATION DESCRIPTION
 OF1706
 OF1706'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1706'IN TOWN OF GREECE ON W SIDE OF NORTH GREECE RD, 1.5 MI N OF LATTA RD,
 OF1706'0.15 MI S OF POST AVE, 13.6 FT W OF CL OF NORTH GREECE RD AND ON N
 OF1706'RANGE LINE OF HSE NO 346, 3.0 FT W OF EDGE OF PAVEMENT, AND 10.6 FT SE
 OF1706'OF UTILITY POLE RGE 99 49.  STATION IS A STANDARD MCGS DISK
 OF1706'STAMPED---1727---IN CONCRETE POST 0.5 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1710 ***********************************************************************
 OF1710  DESIGNATION -  1728
 OF1710  PID         -  OF1710
 OF1710  STATE/COUNTY-  NY/MONROE
 OF1710  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1710
 OF1710                         *CURRENT SURVEY CONTROL
 OF1710  ___________________________________________________________________
 OF1710* NAD 83(1996)-  43 16 31.83296(N)    077 43 55.67064(W)     ADJUSTED  
 OF1710* NAVD 88     -        79.1    (meters)     260.     (feet)  VERTCON   
 OF1710  ___________________________________________________________________
 OF1710  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 OF1710  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1710
 OF1710  HORZ ORDER  -  SECOND
 OF1710
 OF1710.The horizontal coordinates were established by classical geodetic methods
 OF1710.and adjusted by the National Geodetic Survey in January 1999..
 OF1710
 OF1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1710
 OF1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1710
 OF1710.The geoid height was determined by GEOID03.
 OF1710
 OF1710;                    North         East     Units Scale Factor Converg.
 OF1710;SPC NY W     -   364,127.759   419,092.807   MT  0.99999620   +0 35 00.7
 OF1710;SPC NY W     - 1,194,642.49  1,374,973.65   sFT  0.99999620   +0 35 00.7
 OF1710;UTM  18      - 4,795,035.254   278,300.898   MT  1.00020465   -1 52 25.2
 OF1710
 OF1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1710!SPC NY W     -   0.99999321  x   0.99999620  =   0.99998941
 OF1710!UTM  18      -   0.99999321  x   1.00020465  =   1.00019786
 OF1710
 OF1710:                Primary Azimuth Mark                     Grid Az
 OF1710:SPC NY W     -  TP 9042 SECOND                           001 14 11.6
 OF1710:UTM  18      -  TP 9042 SECOND                           003 41 37.5
 OF1710
 OF1710|---------------------------------------------------------------------|
 OF1710| PID    Reference Object                     Distance      Geod. Az  |
 OF1710|                                                           dddmmss.s |
 OF1710| OF1715 TP 9042 SECOND                      APPROX. 0.6 KM 0014912.3 |
 OF1710| OF1706 1727                                196.930 METERS 18111     |
 OF1710|---------------------------------------------------------------------|
 OF1710
 OF1710                          SUPERSEDED SURVEY CONTROL
 OF1710
 OF1710  NAD 83(1986)-  43 16 31.83969(N)    077 43 55.66970(W) AD(       ) 2
 OF1710  NAD 27      -  43 16 31.61976(N)    077 43 56.64535(W) AD(       ) 2
 OF1710  NGVD 29 (07/19/86)   79.3    (m)          260.     (f) VERT ANG       
 OF1710
 OF1710.Superseded values are not recommended for survey control.
 OF1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1710.See file dsdata.txt to determine how the superseded data were derived.
 OF1710
 OF1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7830195035(NAD 83)
 OF1710_MARKER: DE = TRAVERSE STATION DISK
 OF1710_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1710
 OF1710  HISTORY     - Date     Condition        Report By
 OF1710  HISTORY     - 1974     MONUMENTED       NY-055
 OF1710  HISTORY     - 20010331 GOOD             NGS
 OF1710
 OF1710                          STATION DESCRIPTION
 OF1710
 OF1710'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1710'IN GREECE ON W SIDE OF NORTH GREECE RD AT POST AVE, 14.9 FT W OF CL OF
 OF1710'NORTH GREECE RD, 1.0 FT N OF CL OF POST AVE PRODUCED, 4.0 FT W OF EDGE
 OF1710'OF PAVEMENT OF NORTH GREECE RD, 75.9 FT NW OF UTILITY POLE RGE 24 316
 OF1710'1, AND 4.0 FT E OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF1710'MCGS DISK STAMPED---1728---IN CONCRETE POST 0.4 FT BELOW GRADE.
 OF1710
 OF1710                          STATION RECOVERY (2001)
 OF1710
 OF1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1710'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1709 ***********************************************************************
 OF1709  DESIGNATION -  1729
 OF1709  PID         -  OF1709
 OF1709  STATE/COUNTY-  NY/MONROE
 OF1709  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1709
 OF1709                         *CURRENT SURVEY CONTROL
 OF1709  ___________________________________________________________________
 OF1709* NAD 83(1996)-  43 16 31.38199(N)    077 43 34.73501(W)     ADJUSTED  
 OF1709* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 OF1709  ___________________________________________________________________
 OF1709  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 OF1709  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1709
 OF1709  HORZ ORDER  -  SECOND
 OF1709
 OF1709.The horizontal coordinates were established by classical geodetic methods
 OF1709.and adjusted by the National Geodetic Survey in January 1999..
 OF1709
 OF1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1709
 OF1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1709
 OF1709.The geoid height was determined by GEOID03.
 OF1709
 OF1709;                    North         East     Units Scale Factor Converg.
 OF1709;SPC NY W     -   364,118.667   419,564.997   MT  0.99999701   +0 35 15.1
 OF1709;SPC NY W     - 1,194,612.66  1,376,522.83   sFT  0.99999701   +0 35 15.1
 OF1709;UTM  18      - 4,795,005.920   278,772.362   MT  1.00020208   -1 52 10.8
 OF1709
 OF1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1709!SPC NY W     -   0.99999268  x   0.99999701  =   0.99998969
 OF1709!UTM  18      -   0.99999268  x   1.00020208  =   1.00019475
 OF1709
 OF1709:                Primary Azimuth Mark                     Grid Az
 OF1709:SPC NY W     -  1728                                     271 06 11.2
 OF1709:UTM  18      -  1728                                     273 33 37.1
 OF1709
 OF1709|---------------------------------------------------------------------|
 OF1709| PID    Reference Object                     Distance      Geod. Az  |
 OF1709|                                                           dddmmss.s |
 OF1709| OF1710 1728                                472.279 METERS 2714126.3 |
 OF1709|---------------------------------------------------------------------|
 OF1709
 OF1709                          SUPERSEDED SURVEY CONTROL
 OF1709
 OF1709  NAD 83(1986)-  43 16 31.38870(N)    077 43 34.73405(W) AD(       ) 2
 OF1709  NAD 27      -  43 16 31.16842(N)    077 43 35.71065(W) AD(       ) 2
 OF1709  NGVD 29 (07/19/86)   82.7    (m)          271.     (f) VERT ANG       
 OF1709
 OF1709.Superseded values are not recommended for survey control.
 OF1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1709.See file dsdata.txt to determine how the superseded data were derived.
 OF1709
 OF1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7877295006(NAD 83)
 OF1709_MARKER: DE = TRAVERSE STATION DISK
 OF1709_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1709
 OF1709  HISTORY     - Date     Condition        Report By
 OF1709  HISTORY     - 1974     MONUMENTED       NY-055
 OF1709  HISTORY     - 20010331 GOOD             NGS
 OF1709
 OF1709                          STATION DESCRIPTION
 OF1709
 OF1709'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1709'IN GREECE ON S SIDE OF POST AVE, 0.3 MI E OF NORTH GREECE RD, 0.6 MI W
 OF1709'OF FLYNN RD, 16.8 FT S OF CL POST AVE, 7.7 FT S OF EDGE OF PAVEMENT
 OF1709'AND ON E RANGE LINE OF HSE NO 128, 45.1 FT NE OF UTILITY POLE OTC 8,
 OF1709'AND 3.7 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF1709'MCGS DISK STAMPED---1729---IN CONCRETE POST 0.4 FT BELOW GRADE.
 OF1709
 OF1709                          STATION RECOVERY (2001)
 OF1709
 OF1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1709'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2071 ***********************************************************************
 PH2071  DESIGNATION -  173
 PH2071  PID         -  PH2071
 PH2071  STATE/COUNTY-  NY/ST LAWRENCE
 PH2071  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2071
 PH2071                         *CURRENT SURVEY CONTROL
 PH2071  ___________________________________________________________________
 PH2071* NAD 83(1996)-  44 25 26.57625(N)    075 50 20.77531(W)     ADJUSTED  
 PH2071* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2071  ___________________________________________________________________
 PH2071  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 PH2071  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 PH2071
 PH2071  HORZ ORDER  -  THIRD
 PH2071
 PH2071.The horizontal coordinates were established by classical geodetic methods
 PH2071.and adjusted by the National Geodetic Survey in January 1999..
 PH2071
 PH2071.The orthometric height was scaled from a topographic map.
 PH2071
 PH2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2071
 PH2071.The geoid height was determined by GEOID03.
 PH2071
 PH2071;                    North         East     Units Scale Factor Converg.
 PH2071;SPC NY E     -   621,749.642    43,373.915   MT  1.00003977   -0 56 14.7
 PH2071;SPC NY E     - 2,039,856.95    142,302.59   sFT  1.00003977   -0 56 14.7
 PH2071;UTM  18      - 4,919,315.144   433,206.507   MT  0.99965486   -0 35 14.5
 PH2071
 PH2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2071!SPC NY E     -   0.99999455  x   1.00003977  =   1.00003432
 PH2071!UTM  18      -   0.99999455  x   0.99965486  =   0.99964941
 PH2071
 PH2071:                Primary Azimuth Mark                     Grid Az
 PH2071:SPC NY E     -  171 SUB IBC                              028 50 35.1
 PH2071:UTM  18      -  171 SUB IBC                              028 29 34.9
 PH2071
 PH2071|---------------------------------------------------------------------|
 PH2071| PID    Reference Object                     Distance      Geod. Az  |
 PH2071|                                                           dddmmss.s |
 PH2071| PH2062 171 SUB IBC                         APPROX. 2.1 KM 0275420.4 |
 PH2071| PH2074 SISTER IS CHANNEL LIGHT IBC         APPROX. 1.2 KM 2010418.7 |
 PH2071| CZ7368 173 RM 1                              8.692 METERS 21841     |
 PH2071| CZ7369 173 RM 2                              8.388 METERS 24449     |
 PH2071|---------------------------------------------------------------------|
 PH2071
 PH2071                          SUPERSEDED SURVEY CONTROL
 PH2071
 PH2071  NAD 83(1986)-  44 25 26.58240(N)    075 50 20.77809(W) AD(       ) 3
 PH2071  NAD 27      -  44 25 26.40700(N)    075 50 21.93400(W) AD(       ) 3
 PH2071
 PH2071.Superseded values are not recommended for survey control.
 PH2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2071.See file dsdata.txt to determine how the superseded data were derived.
 PH2071
 PH2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3320719315(NAD 83)
 PH2071_MARKER: DD = SURVEY DISK
 PH2071_SETTING: 66 = SET IN ROCK OUTCROP
 PH2071_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PH2071
 PH2071  HISTORY     - Date     Condition        Report By
 PH2071  HISTORY     - 1911     MONUMENTED       IBWC
 PH2071  HISTORY     - 1957     GOOD             IBC
 PH2071
 PH2071                          STATION DESCRIPTION
 PH2071
 PH2071'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2071'ON GRENADIER ISLAND IN THE ST LAWRENCE RIVER, ABOUT ONE MILE SOUTH OF
 PH2071'THE MOST NORTHEASTERN POINT OF THE ISLAND, ON THE EAST SHORE OF THE
 PH2071'PENINSULA - LIKE VANSITTART POINT.  THE PENINSULA IS PROBABLY AN
 PH2071'ISLAND WHEN THE RIVER IS HIGH.  THE STATION IS ON AN OUTJUTTING ROCK
 PH2071'ABOUT 20 FEET ABOVE THE WATER LEVEL OF THE RIVER.  IT IS ABOUT 2 FEET
 PH2071'FROM THE EDGE OF THE ROCK WHERE IT DROPS PRECIPITOUSLY TO THE WATER.
 PH2071'
 PH2071'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2071'DISK STATION MARK SET IN A DRILL HOLE IN SOLID ROCK.  REFERENCE MARK
 PH2071'1 IS A DRILL HOLE 1 INCH IN DIAMETER IN THE CENTER OF A CROSS CUT IN
 PH2071'SOLID ROCK 28.52 FEET SOUTH BY SOUTHWEST OF THE STATION.  REFERENCE
 PH2071'MARK 2 IS A LIKE MARK CUT IN SOLID ROCK SOUTHWEST OF THE STATION
 PH2071'27.52 FEET DISTANT.  US LAKE SURVEY STATION POINT (1931) IS ON THE
 PH2071'EXTREME NORTH END OF THE POINT, BUT NO DIRECTION OR DISTANCE WAS
 PH2071'GIVEN TO IT.
 PH2071
 PH2071                          STATION RECOVERY (1957)
 PH2071
 PH2071'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2071'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1708 ***********************************************************************
 OF1708  DESIGNATION -  1730
 OF1708  PID         -  OF1708
 OF1708  STATE/COUNTY-  NY/MONROE
 OF1708  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1708
 OF1708                         *CURRENT SURVEY CONTROL
 OF1708  ___________________________________________________________________
 OF1708* NAD 83(1996)-  43 16 31.37122(N)    077 43 12.69210(W)     ADJUSTED  
 OF1708* NAVD 88     -        84.1    (meters)     276.     (feet)  VERTCON   
 OF1708  ___________________________________________________________________
 OF1708  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 OF1708  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1708
 OF1708  HORZ ORDER  -  SECOND
 OF1708
 OF1708.The horizontal coordinates were established by classical geodetic methods
 OF1708.and adjusted by the National Geodetic Survey in January 1999..
 OF1708
 OF1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1708
 OF1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1708
 OF1708.The geoid height was determined by GEOID03.
 OF1708
 OF1708;                    North         East     Units Scale Factor Converg.
 OF1708;SPC NY W     -   364,123.449   420,062.015   MT  0.99999786   +0 35 30.2
 OF1708;SPC NY W     - 1,194,628.35  1,378,153.46   sFT  0.99999786   +0 35 30.2
 OF1708;UTM  18      - 4,794,989.386   279,269.229   MT  1.00019938   -1 51 55.6
 OF1708
 OF1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1708!SPC NY W     -   0.99999243  x   0.99999786  =   0.99999029
 OF1708!UTM  18      -   0.99999243  x   1.00019938  =   1.00019181
 OF1708
 OF1708:                Primary Azimuth Mark                     Grid Az
 OF1708:SPC NY W     -  1732                                     091 14 11.6
 OF1708:UTM  18      -  1732                                     093 41 37.4
 OF1708
 OF1708|---------------------------------------------------------------------|
 OF1708| PID    Reference Object                     Distance      Geod. Az  |
 OF1708|                                                           dddmmss.s |
 OF1708| OF1707 1732                                437.203 METERS 0914941.8 |
 OF1708| OF1709 1729                                497.042 METERS 2700225.5 |
 OF1708|---------------------------------------------------------------------|
 OF1708
 OF1708                          SUPERSEDED SURVEY CONTROL
 OF1708
 OF1708  NAD 83(1986)-  43 16 31.37789(N)    077 43 12.69111(W) AD(       ) 2
 OF1708  NAD 27      -  43 16 31.15724(N)    077 43 13.66870(W) AD(       ) 2
 OF1708  NGVD 29 (07/19/86)   84.3    (m)          277.     (f) VERT ANG       
 OF1708
 OF1708.Superseded values are not recommended for survey control.
 OF1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1708.See file dsdata.txt to determine how the superseded data were derived.
 OF1708
 OF1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7926994989(NAD 83)
 OF1708_MARKER: DE = TRAVERSE STATION DISK
 OF1708_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1708
 OF1708  HISTORY     - Date     Condition        Report By
 OF1708  HISTORY     - 1974     MONUMENTED       NY-055
 OF1708  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1708
 OF1708                          STATION DESCRIPTION
 OF1708
 OF1708'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1708'IN GREECE ON N SIDE OF POST AVE, 0.65 MI E OF NORTH GREECE RD, 0.25 MI
 OF1708'W OF FLYNN RD, 11.1 FT N OF CL OF POST AVE, 1.5 FT N OF EDGE OF
 OF1708'PAVEMENT, 51.0 FT NW OF UTILITY POLE RGE 9A OTC 19, AND 6.7 FT S OF
 OF1708'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1708'STAMPED---1730---IN CONCRETE POST 0.2 FT BELOW GRADE.
 OF1708
 OF1708                          STATION RECOVERY (2001)
 OF1708
 OF1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1708'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1707 ***********************************************************************
 OF1707  DESIGNATION -  1732
 OF1707  PID         -  OF1707
 OF1707  STATE/COUNTY-  NY/MONROE
 OF1707  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1707
 OF1707                         *CURRENT SURVEY CONTROL
 OF1707  ___________________________________________________________________
 OF1707* NAD 83(1996)-  43 16 30.91878(N)    077 42 53.31285(W)     ADJUSTED  
 OF1707* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 OF1707  ___________________________________________________________________
 OF1707  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 OF1707  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1707
 OF1707  HORZ ORDER  -  SECOND
 OF1707
 OF1707.The horizontal coordinates were established by classical geodetic methods
 OF1707.and adjusted by the National Geodetic Survey in January 1999..
 OF1707
 OF1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1707
 OF1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1707
 OF1707.The geoid height was determined by GEOID03.
 OF1707
 OF1707;                    North         East     Units Scale Factor Converg.
 OF1707;SPC NY W     -   364,114.014   420,499.116   MT  0.99999862   +0 35 43.4
 OF1707;SPC NY W     - 1,194,597.39  1,379,587.52   sFT  0.99999862   +0 35 43.4
 OF1707;UTM  18      - 4,794,961.214   279,705.611   MT  1.00019701   -1 51 42.3
 OF1707
 OF1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1707!SPC NY W     -   0.99999295  x   0.99999862  =   0.99999157
 OF1707!UTM  18      -   0.99999295  x   1.00019701  =   1.00018995
 OF1707
 OF1707:                Primary Azimuth Mark                     Grid Az
 OF1707:SPC NY W     -  1730                                     271 14 11.6
 OF1707:UTM  18      -  1730                                     273 41 37.3
 OF1707
 OF1707|---------------------------------------------------------------------|
 OF1707| PID    Reference Object                     Distance      Geod. Az  |
 OF1707|                                                           dddmmss.s |
 OF1707| OF1708 1730                                437.203 METERS 2714955.0 |
 OF1707| OF1714 1712                                413.573 METERS 3594716.9 |
 OF1707|---------------------------------------------------------------------|
 OF1707
 OF1707                          SUPERSEDED SURVEY CONTROL
 OF1707
 OF1707  NAD 83(1986)-  43 16 30.92543(N)    077 42 53.31183(W) AD(       ) 2
 OF1707  NAD 27      -  43 16 30.70451(N)    077 42 54.29032(W) AD(       ) 2
 OF1707  NGVD 29 (07/19/86)   81.0    (m)          266.     (f) VERT ANG       
 OF1707
 OF1707.Superseded values are not recommended for survey control.
 OF1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1707.See file dsdata.txt to determine how the superseded data were derived.
 OF1707
 OF1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7970694961(NAD 83)
 OF1707_MARKER: DE = TRAVERSE STATION DISK
 OF1707_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1707
 OF1707  HISTORY     - Date     Condition        Report By
 OF1707  HISTORY     - 1974     MONUMENTED       NY-055
 OF1707  HISTORY     - 20010331 GOOD             NGS
 OF1707
 OF1707                          STATION DESCRIPTION
 OF1707
 OF1707'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1707'IN GREECE ON E SIDE OF FLYNN RD AT POST AVE, 18.9 FT E OF CL OF FLYNN
 OF1707'RD, 13.5 FT W OF W EDGE OF SIDEWALK, 6.8 FT S OF CL OF POST AVE
 OF1707'PRODUCED, 55.1 FT NE OF UTILITY POLE RGE 32A OTC 316 28, AND 3.5 FT W
 OF1707'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF1707'STAMPED---1732---IN CONCRETE POST 0.8 FT BELOW GRADE.
 OF1707
 OF1707                          STATION RECOVERY (2001)
 OF1707
 OF1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1707'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0047 ***********************************************************************
 OE0047  DESIGNATION -  1737
 OE0047  PID         -  OE0047
 OE0047  STATE/COUNTY-  NY/ESSEX
 OE0047  USGS QUAD   -  
 OE0047
 OE0047                         *CURRENT SURVEY CONTROL
 OE0047  ___________________________________________________________________
 OE0047* NAD 83(1986)-  43 56 30.     (N)    074 03 04.     (W)     SCALED    
 OE0047* NAVD 88     -       528.236  (meters)    1733.05   (feet)  ADJUSTED  
 OE0047  ___________________________________________________________________
 OE0047  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OE0047  DYNAMIC HT  -         528.131 (meters)    1732.71  (feet)  COMP
 OE0047  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 OE0047
 OE0047  VERT ORDER  -  SECOND    CLASS 0
 OE0047
 OE0047.The horizontal coordinates were scaled from a topographic map and have
 OE0047.an estimated accuracy of +/- 6 seconds.
 OE0047
 OE0047.The orthometric height was determined by differential leveling
 OE0047.and adjusted by the National Geodetic Survey in June 1991..
 OE0047
 OE0047.The geoid height was determined by GEOID03.
 OE0047
 OE0047.The dynamic height is computed by dividing the NAVD 88
 OE0047.geopotential number by the normal gravity value computed on the
 OE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0047.degrees latitude (g = 980.6199 gals.).
 OE0047
 OE0047.The modeled gravity was interpolated from observed gravity values.
 OE0047
 OE0047;                    North         East    Units  Estimated Accuracy
 OE0047;SPC NY E     -   567,380.      186,040.      MT  (+/- 180 meters Scaled)
 OE0047
 OE0047                          SUPERSEDED SURVEY CONTROL
 OE0047
 OE0047  NGVD 29 (??/??/92)  528.317  (m)         1733.32   (f) ADJ UNCH    2 0
 OE0047
 OE0047.Superseded values are not recommended for survey control.
 OE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0047.See file dsdata.txt to determine how the superseded data were derived.
 OE0047
 OE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP761658(NAD 83)
 OE0047_MARKER: P = PIPE CAP
 OE0047_SETTING: 80 = SET IN A BOULDER
 OE0047_SP_SET: BOULDER
 OE0047_STAMPING: U.S.G.S. 1737 B.M.
 OE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0047+STABILITY: SURFACE MOTION
 OE0047
 OE0047  HISTORY     - Date     Condition        Report By
 OE0047  HISTORY     - UNK      MONUMENTED       USGS
 OE0047  HISTORY     - 1942     GOOD             NGS
 OE0047
 OE0047                          STATION DESCRIPTION
 OE0047
 OE0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0047'6.1 MI E FROM NEWCOMB.
 OE0047'TO REACH FROM THE HIGH SCHOOL AT NEWCOMB, PROCEED EASTERLY ON STATE
 OE0047'HIGHWAY NUMBER 28N AND GO 6.1 MILES TO THE NORTH END OF A SHARP CURVE
 OE0047'ABOUT HALF WAY UP A GRADE AND SITE OF BENCH MARK. BENCH MARK IS SET
 OE0047'HORIZONTALLY IN TOP OF A BOULDER ABOUT 8.0 FEET IN DIAMETER AND 3.0
 OE0047'FEET HIGH, IT IS 1.1 MILES EAST OF THE INTERSECTION OF THE ROAD TO
 OE0047'TAHAWAS POST OFFICE, 27.6 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE
 OE0047'CENTERLINE OF THE HIGHWAY, 15.5 FEET WEST OF THE NORTH END OF THE WEST
 OE0047'GUARD RAIL AROUND THE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0331 ***********************************************************************
 PH0331  DESIGNATION -  1738
 PH0331  PID         -  PH0331
 PH0331  STATE/COUNTY-  NY/ST LAWRENCE
 PH0331  USGS QUAD   -  
 PH0331
 PH0331                         *CURRENT SURVEY CONTROL
 PH0331  ___________________________________________________________________
 PH0331* NAD 83(1986)-  44 08 01.     (N)    074 37 51.     (W)     SCALED    
 PH0331* NAVD 88     -       529.830  (meters)    1738.28   (feet)  ADJUSTED  
 PH0331  ___________________________________________________________________
 PH0331  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 PH0331  DYNAMIC HT  -         529.726 (meters)    1737.94  (feet)  COMP
 PH0331  MODELED GRAV-     980,403.5   (mgal)                       NAVD 88
 PH0331
 PH0331  VERT ORDER  -  FIRST     CLASS I
 PH0331
 PH0331.The horizontal coordinates were scaled from a topographic map and have
 PH0331.an estimated accuracy of +/- 6 seconds.
 PH0331
 PH0331.The orthometric height was determined by differential leveling
 PH0331.and adjusted by the National Geodetic Survey in June 1991..
 PH0331
 PH0331.The geoid height was determined by GEOID03.
 PH0331
 PH0331.The dynamic height is computed by dividing the NAVD 88
 PH0331.geopotential number by the normal gravity value computed on the
 PH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0331.degrees latitude (g = 980.6199 gals.).
 PH0331
 PH0331.The modeled gravity was interpolated from observed gravity values.
 PH0331
 PH0331;                    North         East    Units  Estimated Accuracy
 PH0331;SPC NY E     -   588,620.      139,530.      MT  (+/- 180 meters Scaled)
 PH0331
 PH0331                          SUPERSEDED SURVEY CONTROL
 PH0331
 PH0331  NGVD 29 (??/??/92)  529.864  (m)         1738.40   (f) ADJ UNCH    1 1
 PH0331
 PH0331.Superseded values are not recommended for survey control.
 PH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0331.See file dsdata.txt to determine how the superseded data were derived.
 PH0331
 PH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP295867(NAD 83)
 PH0331_MARKER: DD = SURVEY DISK
 PH0331_SETTING: 80 = SET IN A BOULDER
 PH0331_SP_SET: BOULDER
 PH0331_STAMPING: 1739 ALBANY
 PH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0331+STABILITY: SURFACE MOTION
 PH0331
 PH0331  HISTORY     - Date     Condition        Report By
 PH0331  HISTORY     - UNK      MONUMENTED       USGS
 PH0331  HISTORY     - 1975     GOOD             NGS
 PH0331
 PH0331                          STATION DESCRIPTION
 PH0331
 PH0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0331'14.35 MI SW FROM TUPPER LAKE.
 PH0331'ABOUT 14.35 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH0331'THE CROSSING OF STATE HIGHWAY 3 AT TUPPER LAKE, AT THE COMMUNITY OF
 PH0331'HORSESHOE, 13 3/4 RAILS SOUTHWEST OF MILE POST 100, 6 1/2 RAILS
 PH0331'SOUTHWEST OF THE CROSSING OF A DRIT ROAD, 45.2 FEET WEST OF THE WEST
 PH0331'RAIL, 39.0 FEET NORTHWEST OF AND UNDERGROUND TELEPHONE WARNING POST
 PH0331'NO. 13, 7.5 FEET WEST OF THE CENTERLINE OF A DIRT ROAD PARALLEL TO THE
 PH0331'TRACK, SET VERTICALLY IN THE EAST FACE OF A LARGE BOULDER, ABOUT LEVEL
 PH0331'WITH THE GROUND AND THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0965 ***********************************************************************
 KU0965  DESIGNATION -  174 1/2
 KU0965  PID         -  KU0965
 KU0965  STATE/COUNTY-  NY/WESTCHESTER
 KU0965  USGS QUAD   -  YONKERS (1979)
 KU0965
 KU0965                         *CURRENT SURVEY CONTROL
 KU0965  ___________________________________________________________________
 KU0965* NAD 83(1986)-  40 57 56.     (N)    073 53 27.     (W)     SCALED    
 KU0965* NAVD 88     -         2.506  (meters)       8.22   (feet)  ADJUSTED  
 KU0965  ___________________________________________________________________
 KU0965  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU0965  DYNAMIC HT  -           2.505 (meters)       8.22  (feet)  COMP
 KU0965  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 KU0965
 KU0965  VERT ORDER  -  FIRST     CLASS II
 KU0965
 KU0965.The horizontal coordinates were scaled from a topographic map and have
 KU0965.an estimated accuracy of +/- 6 seconds.
 KU0965
 KU0965.The orthometric height was determined by differential leveling
 KU0965.and adjusted by the National Geodetic Survey in June 1991..
 KU0965
 KU0965.The geoid height was determined by GEOID03.
 KU0965
 KU0965.The dynamic height is computed by dividing the NAVD 88
 KU0965.geopotential number by the normal gravity value computed on the
 KU0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0965.degrees latitude (g = 980.6199 gals.).
 KU0965
 KU0965.The modeled gravity was interpolated from observed gravity values.
 KU0965
 KU0965;                    North         East    Units  Estimated Accuracy
 KU0965;SPC NY E     -   236,900.      201,270.      MT  (+/- 180 meters Scaled)
 KU0965
 KU0965                          SUPERSEDED SURVEY CONTROL
 KU0965
 KU0965  NGVD 29 (??/??/92)    2.810  (m)            9.22   (f) ADJ UNCH    1 2
 KU0965
 KU0965.Superseded values are not recommended for survey control.
 KU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0965.See file dsdata.txt to determine how the superseded data were derived.
 KU0965
 KU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL933355(NAD 83)
 KU0965_MARKER: B = BOLT
 KU0965_SETTING: 66 = SET IN ROCK OUTCROP
 KU0965_SP_SET: ROCK LEDGE
 KU0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0965+STABILITY: POSITION/ELEVATION WELL
 KU0965
 KU0965  HISTORY     - Date     Condition        Report By
 KU0965  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0965  HISTORY     - 1955     GOOD             NGS
 KU0965
 KU0965                          STATION DESCRIPTION
 KU0965
 KU0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0965'2.4 MI NE FROM YONKERS.
 KU0965'ABOUT 2.35 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KU0965'FROM THE STATION AT YONKERS, ABOUT 0.45 MILE SOUTH OF STATION AT
 KU0965'GREYSTONE, ACROSS TRACKS FROM A POINT BETWEEN POWER TRANSMISSION
 KU0965'TOWERS NO. 405 A AND 406, THE TOP OF AN IRON BOLT SET IN THE
 KU0965'SLANTING WEST FACE OF A 6-FOOT HIGH ROCK LEDGE, 17 1/2 FEET EAST
 KU0965'OF EAST RAIL, 101 YARDS NORTH OF SIGNAL BRIDGE NO. 1731-1733,
 KU0965'37 FEET SOUTH OF THE FIFTH TELEPHONE POLE NORTH OF SIGNAL BRIDGE
 KU0965'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2066 ***********************************************************************
 PH2066  DESIGNATION -  174 IWC
 PH2066  PID         -  PH2066
 PH2066  STATE/COUNTY-  NY/ST LAWRENCE
 PH2066  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2066
 PH2066                         *CURRENT SURVEY CONTROL
 PH2066  ___________________________________________________________________
 PH2066* NAD 83(1996)-  44 23 50.77219(N)    075 50 04.64130(W)     ADJUSTED  
 PH2066* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2066  ___________________________________________________________________
 PH2066  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 PH2066  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 PH2066
 PH2066  HORZ ORDER  -  THIRD
 PH2066
 PH2066.The horizontal coordinates were established by classical geodetic methods
 PH2066.and adjusted by the National Geodetic Survey in January 1999..
 PH2066
 PH2066.The orthometric height was scaled from a topographic map.
 PH2066
 PH2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2066
 PH2066.The geoid height was determined by GEOID03.
 PH2066
 PH2066;                    North         East     Units Scale Factor Converg.
 PH2066;SPC NY E     -   618,786.931    43,682.561   MT  1.00003897   -0 56 01.8
 PH2066;SPC NY E     - 2,030,136.79    143,315.20   sFT  1.00003897   -0 56 01.8
 PH2066;UTM  18      - 4,916,355.513   433,533.118   MT  0.99965433   -0 35 02.2
 PH2066
 PH2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2066!SPC NY E     -   0.99999329  x   1.00003897  =   1.00003226
 PH2066!UTM  18      -   0.99999329  x   0.99965433  =   0.99964762
 PH2066
 PH2066:                Primary Azimuth Mark                     Grid Az
 PH2066:SPC NY E     -  177 IWC                                  283 45 52.5
 PH2066:UTM  18      -  177 IWC                                  283 24 52.9
 PH2066
 PH2066|---------------------------------------------------------------------|
 PH2066| PID    Reference Object                     Distance      Geod. Az  |
 PH2066|                                                           dddmmss.s |
 PH2066| PH2082 177 IWC                             APPROX. 2.7 KM 2824950.7 |
 PH2066| PH2074 SISTER IS CHANNEL LIGHT IBC         APPROX. 2.0 KM 3371035.1 |
 PH2066|---------------------------------------------------------------------|
 PH2066
 PH2066                          SUPERSEDED SURVEY CONTROL
 PH2066
 PH2066  NAD 83(1986)-  44 23 50.77804(N)    075 50 04.64401(W) AD(       ) 3
 PH2066  NAD 27      -  44 23 50.60600(N)    075 50 05.80600(W) AD(       ) 3
 PH2066
 PH2066.Superseded values are not recommended for survey control.
 PH2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2066.See file dsdata.txt to determine how the superseded data were derived.
 PH2066
 PH2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3353316356(NAD 83)
 PH2066_MARKER: DD = SURVEY DISK
 PH2066_SETTING: 66 = SET IN ROCK OUTCROP
 PH2066_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2066+STABILITY: POSITION/ELEVATION WELL
 PH2066
 PH2066  HISTORY     - Date     Condition        Report By
 PH2066  HISTORY     - 1911     MONUMENTED       IBWC
 PH2066  HISTORY     - 1957     GOOD             IBC
 PH2066
 PH2066                          STATION DESCRIPTION
 PH2066
 PH2066'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2066'THE STATION IS ON A POINT OF THE SHORE LINE ON THE WEST SIDE OF A
 PH2066'SMALL BAY WHICH MAY BE IDENTIFIED BY THE REMAINS OF A CHIMNEY ON THE
 PH2066'EAST SIDE OF IT.  IT IS ABOUT 20 FEET FROM THE SHORE LINE AND ABOUT 6
 PH2066'FEET ABOVE THE LEVEL OF THE WATER IN THE RIVER.  IT IS 172.36 FEET
 PH2066'EAST OF THE INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE DISK
 PH2066'STATION MARK MARKING STATION ELISSA, AND 123.50 FEET SOUTHEAST OF THE
 PH2066'DRILL HOLE IN THE CENTER OF A CROSS CUT IN SOLID ROCK USED AS
 PH2066'REFERENCE MARK 1 FOR STATION ELISSA.
 PH2066'
 PH2066'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2066'DISK STATION MARK SET IN SOLID ROCK.
 PH2066
 PH2066                          STATION RECOVERY (1957)
 PH2066
 PH2066'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2066'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2338 ***********************************************************************
 LY2338  DESIGNATION -  174 LRP USGS
 LY2338  PID         -  LY2338
 LY2338  STATE/COUNTY-  NY/SULLIVAN
 LY2338  USGS QUAD   -  DAMASCUS (1993)
 LY2338
 LY2338                         *CURRENT SURVEY CONTROL
 LY2338  ___________________________________________________________________
 LY2338* NAD 83(1986)-  41 37 51.     (N)    075 02 19.     (W)     SCALED    
 LY2338* NAVD 88     -       282.175  (meters)     925.77   (feet)  ADJUSTED  
 LY2338  ___________________________________________________________________
 LY2338  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LY2338  DYNAMIC HT  -         282.064 (meters)     925.40  (feet)  COMP
 LY2338  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 LY2338
 LY2338  VERT ORDER  -  FIRST     CLASS II
 LY2338
 LY2338.The horizontal coordinates were scaled from a topographic map and have
 LY2338.an estimated accuracy of +/- 6 seconds.
 LY2338
 LY2338.The orthometric height was determined by differential leveling
 LY2338.and adjusted by the National Geodetic Survey in June 1991..
 LY2338
 LY2338.The geoid height was determined by GEOID03.
 LY2338
 LY2338.The dynamic height is computed by dividing the NAVD 88
 LY2338.geopotential number by the normal gravity value computed on the
 LY2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2338.degrees latitude (g = 980.6199 gals.).
 LY2338
 LY2338.The modeled gravity was interpolated from observed gravity values.
 LY2338
 LY2338;                    North         East    Units  Estimated Accuracy
 LY2338;SPC NY E     -   310,740.      105,120.      MT  (+/- 180 meters Scaled)
 LY2338
 LY2338                          SUPERSEDED SURVEY CONTROL
 LY2338
 LY2338.No superseded survey control is available for this station.
 LY2338
 LY2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM967087(NAD 83)
 LY2338_MARKER: DD = SURVEY DISK
 LY2338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY2338_SP_SET: HEADWALL OF CULVERT
 LY2338_STAMPING: 174 LRP 1965 926
 LY2338_MARK LOGO: USGS  
 LY2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2338+STABILITY: SURFACE MOTION
 LY2338
 LY2338  HISTORY     - Date     Condition        Report By
 LY2338  HISTORY     - 1965     MONUMENTED       USGS
 LY2338  HISTORY     - 1982     GOOD             NGS
 LY2338  HISTORY     - 1988     GOOD             USPSQD
 LY2338  HISTORY     - 1989     GOOD             USPSQD
 LY2338
 LY2338                          STATION DESCRIPTION
 LY2338
 LY2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2338'5.9 KM (3.65 MI) NORTH FROM HUNTS CORNER.
 LY2338'5.9 KM (3.65 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2338'STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE RIGHT, IN THE
 LY2338'HEADWALL OF A CULVERT, AT THE JUNCTION OF GABLES ROAD, 8.50 METERS
 LY2338'(27.9 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 5.35 METERS
 LY2338'(17.5 FT) SOUTH OF THE CENTER OF GABLES ROAD, 0.76 METER (2.5 FT)
 LY2338'SOUTH OF A METAL GALVANIZED GUARDRAIL, 0.19 METER (0.6 FOOT) WEST OF
 LY2338'THE EAST END OF THE HEADWALL.
 LY2338'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 LY2338'THE MARK IS 0.36 M BELOW HIGHWAY.
 LY2338
 LY2338                          STATION RECOVERY (1988)
 LY2338
 LY2338'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY2338'RECOVERED IN GOOD CONDITION.
 LY2338
 LY2338                          STATION RECOVERY (1989)
 LY2338
 LY2338'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0043 ***********************************************************************
 PH0043  DESIGNATION -  1749
 PH0043  PID         -  PH0043
 PH0043  STATE/COUNTY-  NY/FRANKLIN
 PH0043  USGS QUAD   -  LOON LAKE (1980)
 PH0043
 PH0043                         *CURRENT SURVEY CONTROL
 PH0043  ___________________________________________________________________
 PH0043* NAD 83(1986)-  44 34 09.     (N)    074 05 41.     (W)     SCALED    
 PH0043* NAVD 88     -       533.148  (meters)    1749.17   (feet)  ADJUSTED  
 PH0043  ___________________________________________________________________
 PH0043  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 PH0043  DYNAMIC HT  -         533.068 (meters)    1748.91  (feet)  COMP
 PH0043  MODELED GRAV-     980,450.0   (mgal)                       NAVD 88
 PH0043
 PH0043  VERT ORDER  -  FIRST     CLASS II
 PH0043
 PH0043.The horizontal coordinates were scaled from a topographic map and have
 PH0043.an estimated accuracy of +/- 6 seconds.
 PH0043
 PH0043.The orthometric height was determined by differential leveling
 PH0043.and adjusted by the National Geodetic Survey in June 1991..
 PH0043.WARNING-Repeat measurements at this control monument indicate possible
 PH0043.vertical movement.
 PH0043
 PH0043.The geoid height was determined by GEOID03.
 PH0043
 PH0043.The dynamic height is computed by dividing the NAVD 88
 PH0043.geopotential number by the normal gravity value computed on the
 PH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0043.degrees latitude (g = 980.6199 gals.).
 PH0043
 PH0043.The modeled gravity was interpolated from observed gravity values.
 PH0043
 PH0043;                    North         East    Units  Estimated Accuracy
 PH0043;SPC NY E     -   637,080.      182,190.      MT  (+/- 180 meters Scaled)
 PH0043
 PH0043                          SUPERSEDED SURVEY CONTROL
 PH0043
 PH0043  NGVD 29 (??/??/92)  533.198  (m)         1749.33   (f) ADJ UNCH    1 2
 PH0043
 PH0043.Superseded values are not recommended for survey control.
 PH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0043.See file dsdata.txt to determine how the superseded data were derived.
 PH0043
 PH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ718354(NAD 83)
 PH0043_MARKER: DD = SURVEY DISK
 PH0043_SETTING: 80 = SET IN A BOULDER
 PH0043_SP_SET: BOULDER
 PH0043_STAMPING: 1749 FORT COVINGTON 1903
 PH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0043+STABILITY: SURFACE MOTION
 PH0043
 PH0043  HISTORY     - Date     Condition        Report By
 PH0043  HISTORY     - 1903     MONUMENTED       USGS
 PH0043  HISTORY     - 1942     GOOD             NGS
 PH0043
 PH0043                          STATION DESCRIPTION
 PH0043
 PH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0043'IN INMAN.
 PH0043'TO REACH FROM THE RAILROAD STATION AT INMAN, PROCEED ABOUT 200.0 YARDS
 PH0043'SOUTH ALONG TRACKS TO THE TOOL HOUSE, AND SITE OF BENCH MARK.  BENCH
 PH0043'MARK IS ABOUT 25.0 FEET NORTH OF THE NORTH END OF TOOL HOUSE, AND SET
 PH0043'HORIZONTALLY IN TOP OF A 6X6 FOOT GRANITE BOULDER, AND PROJECTING
 PH0043'ABOUT 4.0 FEET ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY DISK SET IN
 PH0043'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1176 ***********************************************************************
 KU1176  DESIGNATION -  175
 KU1176  PID         -  KU1176
 KU1176  STATE/COUNTY-  NY/WESTCHESTER
 KU1176  USGS QUAD   -  MOUNT VERNON (1979)
 KU1176
 KU1176                         *CURRENT SURVEY CONTROL
 KU1176  ___________________________________________________________________
 KU1176* NAD 83(1986)-  40 58 47.     (N)    073 48 42.     (W)     SCALED    
 KU1176* NAVD 88     -        40.326  (meters)     132.30   (feet)  POSTED    
 KU1176  ___________________________________________________________________
 KU1176  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU1176  DYNAMIC HT  -          40.310 (meters)     132.25  (feet)  COMP
 KU1176  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 KU1176
 KU1176  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1176
 KU1176.The horizontal coordinates were scaled from a topographic map and have
 KU1176.an estimated accuracy of +/- 6 seconds.
 KU1176
 KU1176.The orthometric height was determined by differential leveling
 KU1176.and adjusted by the National Geodetic Survey in 1992..
 KU1176.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1176.rate of 1.1 thru 2.0 mm/km.
 KU1176
 KU1176.The geoid height was determined by GEOID03.
 KU1176
 KU1176.The dynamic height is computed by dividing the NAVD 88
 KU1176.geopotential number by the normal gravity value computed on the
 KU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1176.degrees latitude (g = 980.6199 gals.).
 KU1176
 KU1176.The modeled gravity was interpolated from observed gravity values.
 KU1176
 KU1176;                    North         East    Units  Estimated Accuracy
 KU1176;SPC NY E     -   238,520.      207,930.      MT  (+/- 180 meters Scaled)
 KU1176
 KU1176                          SUPERSEDED SURVEY CONTROL
 KU1176
 KU1176  NGVD 29 (??/??/92)   40.642  (m)          133.34   (f) ADJ UNCH    2 0
 KU1176
 KU1176.Superseded values are not recommended for survey control.
 KU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1176.See file dsdata.txt to determine how the superseded data were derived.
 KU1176
 KU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL999371(NAD 83)
 KU1176_MARKER: B = BOLT
 KU1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1176_SP_SET: BRIDGE
 KU1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1176
 KU1176  HISTORY     - Date     Condition        Report By
 KU1176  HISTORY     - UNK      MONUMENTED       NYCRR
 KU1176  HISTORY     - 1935     GOOD             NGS
 KU1176
 KU1176                          STATION DESCRIPTION
 KU1176
 KU1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1176'AT TUCKAHOE.
 KU1176'ABOUT 0.7 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KU1176'THE STATION AT SCARSDALE, WESTCHESTER COUNTY, AT BRIDGE H 52, IN
 KU1176'THE TOP OF THE BASE OF THE SOUTHEAST WING WALL, 12 FEET EAST OF
 KU1176'THE CENTER LINE OF THE EAST TRACK, AND ABOUT 2 FEET HIGHER THAN
 KU1176'THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0401 ***********************************************************************
 KV0401  DESIGNATION -  175 NYBE+A
 KV0401  PID         -  KV0401
 KV0401  STATE/COUNTY-  NY/RICHMOND
 KV0401  USGS QUAD   -  THE NARROWS (1981)
 KV0401
 KV0401                         *CURRENT SURVEY CONTROL
 KV0401  ___________________________________________________________________
 KV0401* NAD 83(1986)-  40 36 19.     (N)    074 03 17.     (W)     SCALED    
 KV0401* NAVD 88     -         1.947  (meters)       6.39   (feet)  ADJUSTED  
 KV0401  ___________________________________________________________________
 KV0401  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0401  DYNAMIC HT  -           1.946 (meters)       6.38  (feet)  COMP
 KV0401  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 KV0401
 KV0401  VERT ORDER  -  FIRST     CLASS II
 KV0401
 KV0401.The horizontal coordinates were scaled from a topographic map and have
 KV0401.an estimated accuracy of +/- 6 seconds.
 KV0401
 KV0401.The orthometric height was determined by differential leveling
 KV0401.and adjusted by the National Geodetic Survey in June 1991..
 KV0401
 KV0401.The geoid height was determined by GEOID03.
 KV0401
 KV0401.The dynamic height is computed by dividing the NAVD 88
 KV0401.geopotential number by the normal gravity value computed on the
 KV0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0401.degrees latitude (g = 980.6199 gals.).
 KV0401
 KV0401.The modeled gravity was interpolated from observed gravity values.
 KV0401
 KV0401;                    North         East    Units  Estimated Accuracy
 KV0401;SPC NY L     -    48,710.      295,370.      MT  (+/- 180 meters Scaled)
 KV0401
 KV0401                          SUPERSEDED SURVEY CONTROL
 KV0401
 KV0401  NGVD 29 (04/16/92)    2.286  (m)            7.50   (f) ADJUSTED    1 2
 KV0401
 KV0401.Superseded values are not recommended for survey control.
 KV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0401.See file dsdata.txt to determine how the superseded data were derived.
 KV0401
 KV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK799953(NAD 83)
 KV0401_MARKER: Q = CHISELED SQUARE
 KV0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0401_SP_SET: GRANITE SEA WALL
 KV0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0401
 KV0401  HISTORY     - Date     Condition        Report By
 KV0401  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0401  HISTORY     - 1952     GOOD             CGS
 KV0401
 KV0401                          STATION DESCRIPTION
 KV0401
 KV0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0401'AT STATEN ISLAND.
 KV0401'ON STATEN ISLAND, ON FORT WADSWORTH MILITARY RESERVATION, AT
 KV0401'OLD FORT WEED, AN OUTLINE SQUARE ON NORTHEAST EDGE OF GRANITE
 KV0401'SEA WALL, 81 FEET EAST OF NORTH CORNER OF OLD FORT, 20 FEET
 KV0401'NORTHEAST OF FACE OF OLD FORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2075 ***********************************************************************
 PH2075  DESIGNATION -  175 SUB IBC
 PH2075  PID         -  PH2075
 PH2075  STATE/COUNTY-  NY/ST LAWRENCE
 PH2075  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2075
 PH2075                         *CURRENT SURVEY CONTROL
 PH2075  ___________________________________________________________________
 PH2075* NAD 83(1996)-  44 24 59.48432(N)    075 50 51.09572(W)     ADJUSTED  
 PH2075* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2075  ___________________________________________________________________
 PH2075  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 PH2075  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 PH2075
 PH2075  HORZ ORDER  -  THIRD
 PH2075
 PH2075.The horizontal coordinates were established by classical geodetic methods
 PH2075.and adjusted by the National Geodetic Survey in January 1999..
 PH2075
 PH2075.The orthometric height was scaled from a topographic map.
 PH2075
 PH2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2075
 PH2075.The geoid height was determined by GEOID03.
 PH2075
 PH2075;                    North         East     Units Scale Factor Converg.
 PH2075;SPC NY E     -   620,924.487    42,689.518   MT  1.00004157   -0 56 35.5
 PH2075;SPC NY E     - 2,037,149.75    140,057.19   sFT  1.00004157   -0 56 35.5
 PH2075;UTM  18      - 4,918,486.143   432,527.425   MT  0.99965599   -0 35 35.4
 PH2075
 PH2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2075!SPC NY E     -   0.99999455  x   1.00004157  =   1.00003612
 PH2075!UTM  18      -   0.99999455  x   0.99965599  =   0.99965054
 PH2075
 PH2075:                Primary Azimuth Mark                     Grid Az
 PH2075:SPC NY E     -  172 SUB IBC                              072 45 27.8
 PH2075:UTM  18      -  172 SUB IBC                              072 24 27.7
 PH2075
 PH2075|---------------------------------------------------------------------|
 PH2075| PID    Reference Object                     Distance      Geod. Az  |
 PH2075|                                                           dddmmss.s |
 PH2075| PH2057 172 SUB IBC                         APPROX. 2.9 KM 0714852.3 |
 PH2075| PH2074 SISTER IS CHANNEL LIGHT IBC         361.813 METERS 13702     |
 PH2075|---------------------------------------------------------------------|
 PH2075
 PH2075                          SUPERSEDED SURVEY CONTROL
 PH2075
 PH2075  NAD 83(1986)-  44 24 59.49034(N)    075 50 51.09856(W) AD(       ) 3
 PH2075  NAD 27      -  44 24 59.31800(N)    075 50 52.25200(W) AD(       ) 3
 PH2075
 PH2075.Superseded values are not recommended for survey control.
 PH2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2075.See file dsdata.txt to determine how the superseded data were derived.
 PH2075
 PH2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3252718486(NAD 83)
 PH2075_MARKER: DD = SURVEY DISK
 PH2075_SETTING: 66 = SET IN ROCK OUTCROP
 PH2075_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2075+STABILITY: POSITION/ELEVATION WELL
 PH2075
 PH2075  HISTORY     - Date     Condition        Report By
 PH2075  HISTORY     - 1940     MONUMENTED       IBC
 PH2075  HISTORY     - 1957     GOOD             IBC
 PH2075
 PH2075                          STATION DESCRIPTION
 PH2075
 PH2075'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2075'ON THE SOUTHEASTERN SHORE OF GRENADIER ISLAND IN THE ST LAWRENCE
 PH2075'RIVER.  ON A POINT OF THE SHORE LINE ABOUT 1150 FEET NORTHWEST OF
 PH2075'SISTER ISLAND LIGHTHOUSE.  THE POINT IS A FLAT BARE ROCK ABOUT 30 FEET
 PH2075'WIDE.  THE STATION IS ABOUT 15 FEET FROM THE SOUTHERN END OF THE
 PH2075'POINT, AND IS ABOUT 6 FEET ABOVE THE WATER LEVEL IN THE RIVER.
 PH2075'
 PH2075'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2075'DISK STATION MARK SET IN A DRILL HOLE IN SOLID ROCK.
 PH2075
 PH2075                          STATION RECOVERY (1957)
 PH2075
 PH2075'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2075'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1122 ***********************************************************************
 PG1122  DESIGNATION -  1753 USGS
 PG1122  PID         -  PG1122
 PG1122  STATE/COUNTY-  NY/CLINTON
 PG1122  USGS QUAD   -  LYON MOUNTAIN (1968)
 PG1122
 PG1122                         *CURRENT SURVEY CONTROL
 PG1122  ___________________________________________________________________
 PG1122* NAD 83(1986)-  44 43 35.     (N)    073 54 42.     (W)     SCALED    
 PG1122* NAVD 88     -       534.556  (meters)    1753.79   (feet)  ADJUSTED  
 PG1122  ___________________________________________________________________
 PG1122  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PG1122  DYNAMIC HT  -         534.497 (meters)    1753.60  (feet)  COMP
 PG1122  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 PG1122
 PG1122  VERT ORDER  -  SECOND    CLASS 0
 PG1122
 PG1122.The horizontal coordinates were scaled from a topographic map and have
 PG1122.an estimated accuracy of +/- 6 seconds.
 PG1122
 PG1122.The orthometric height was determined by differential leveling
 PG1122.and adjusted by the National Geodetic Survey in June 1991..
 PG1122
 PG1122.The geoid height was determined by GEOID03.
 PG1122
 PG1122.The dynamic height is computed by dividing the NAVD 88
 PG1122.geopotential number by the normal gravity value computed on the
 PG1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1122.degrees latitude (g = 980.6199 gals.).
 PG1122
 PG1122.The modeled gravity was interpolated from observed gravity values.
 PG1122
 PG1122;                    North         East    Units  Estimated Accuracy
 PG1122;SPC NY E     -   654,640.      196,600.      MT  (+/- 180 meters Scaled)
 PG1122
 PG1122                          SUPERSEDED SURVEY CONTROL
 PG1122
 PG1122  NGVD 29 (??/??/??)  534.584  (m)         1753.88   (f) ADJUSTED    2 0
 PG1122
 PG1122.Superseded values are not recommended for survey control.
 PG1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1122.See file dsdata.txt to determine how the superseded data were derived.
 PG1122
 PG1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ861531(NAD 83)
 PG1122_MARKER: DD = SURVEY DISK
 PG1122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1122_SP_SET: BRIDGE ABUTMENT
 PG1122_STAMPING: 1753 NEW YORK
 PG1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1122
 PG1122  HISTORY     - Date     Condition        Report By
 PG1122  HISTORY     - UNK      MONUMENTED       USGS
 PG1122  HISTORY     - 1935     GOOD             CGS
 PG1122
 PG1122                          STATION DESCRIPTION
 PG1122
 PG1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1122'IN LYON MOUNTAIN.
 PG1122'IS LOCATED AT LYON MOUNTAIN.  185 FEET WEST OF WEST SIDE OF STATION OF
 PG1122'DELAWARE AND HUDSON CO..  8.5 FET SOUTH OF SOUTH RAIL OF TRACK. ON
 PG1122'SWING OF EAST CONCRETE ABUTMENT OF SMALL RAILROAD BRIDGE OVER BROOK.
 PG1122'STANDARD TABLET SET FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0699 ***********************************************************************
 MZ0699  DESIGNATION -  175.71
 MZ0699  PID         -  MZ0699
 MZ0699  STATE/COUNTY-  NY/COLUMBIA
 MZ0699  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0699
 MZ0699                         *CURRENT SURVEY CONTROL
 MZ0699  ___________________________________________________________________
 MZ0699* NAD 83(1986)-  42 22 33.     (N)    073 34 49.     (W)     SCALED    
 MZ0699* NAVD 88     -       156.352  (meters)     512.96   (feet)  ADJUSTED  
 MZ0699  ___________________________________________________________________
 MZ0699  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 MZ0699  DYNAMIC HT  -         156.297 (meters)     512.78  (feet)  COMP
 MZ0699  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 MZ0699
 MZ0699  VERT ORDER  -  FIRST     CLASS II
 MZ0699
 MZ0699.The horizontal coordinates were scaled from a topographic map and have
 MZ0699.an estimated accuracy of +/- 6 seconds.
 MZ0699
 MZ0699.The orthometric height was determined by differential leveling
 MZ0699.and adjusted by the National Geodetic Survey in June 1991..
 MZ0699
 MZ0699.The geoid height was determined by GEOID03.
 MZ0699
 MZ0699.The dynamic height is computed by dividing the NAVD 88
 MZ0699.geopotential number by the normal gravity value computed on the
 MZ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0699.degrees latitude (g = 980.6199 gals.).
 MZ0699
 MZ0699.The modeled gravity was interpolated from observed gravity values.
 MZ0699
 MZ0699;                    North         East    Units  Estimated Accuracy
 MZ0699;SPC NY E     -   393,750.      225,740.      MT  (+/- 180 meters Scaled)
 MZ0699
 MZ0699                          SUPERSEDED SURVEY CONTROL
 MZ0699
 MZ0699  NGVD 29 (??/??/92)  156.529  (m)          513.55   (f) ADJ UNCH    1 2
 MZ0699
 MZ0699.Superseded values are not recommended for survey control.
 MZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0699.See file dsdata.txt to determine how the superseded data were derived.
 MZ0699
 MZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM168924(NAD 83)
 MZ0699_MARKER: B = BOLT
 MZ0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0699_SP_SET: BRIDGE
 MZ0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0699
 MZ0699  HISTORY     - Date     Condition        Report By
 MZ0699  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0699  HISTORY     - 1933     GOOD             NGS
 MZ0699
 MZ0699                          STATION DESCRIPTION
 MZ0699
 MZ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0699'1.4 MI E FROM CHATHAM.
 MZ0699'ON BOSTON AND ALBANY RAILROAD, ON BRIDGE NO. 175.71 200 FEET E OF
 MZ0699'OVERHEAD HIGHWAY BRIDGE, ON SW ABUTMENT, 6 FEET S OF S RAIL AND 1 FOOT
 MZ0699'BELOW BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1342 ***********************************************************************
 OE1342  DESIGNATION -  1758
 OE1342  PID         -  OE1342
 OE1342  STATE/COUNTY-  NY/LEWIS
 OE1342  USGS QUAD   -  SEARS POND (1980)
 OE1342
 OE1342                         *CURRENT SURVEY CONTROL
 OE1342  ___________________________________________________________________
 OE1342* NAD 83(1986)-  43 43 04.     (N)    075 43 26.     (W)     SCALED    
 OE1342* NAVD 88     -       535.519  (meters)    1756.95   (feet)  ADJUSTED  
 OE1342  ___________________________________________________________________
 OE1342  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 OE1342  DYNAMIC HT  -         535.379 (meters)    1756.49  (feet)  COMP
 OE1342  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 OE1342
 OE1342  VERT ORDER  -  SECOND    CLASS 0
 OE1342
 OE1342.The horizontal coordinates were scaled from a topographic map and have
 OE1342.an estimated accuracy of +/- 6 seconds.
 OE1342
 OE1342.The orthometric height was determined by differential leveling
 OE1342.and adjusted by the National Geodetic Survey in June 1991..
 OE1342
 OE1342.The geoid height was determined by GEOID03.
 OE1342
 OE1342.The dynamic height is computed by dividing the NAVD 88
 OE1342.geopotential number by the normal gravity value computed on the
 OE1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1342.degrees latitude (g = 980.6199 gals.).
 OE1342
 OE1342.The modeled gravity was interpolated from observed gravity values.
 OE1342
 OE1342;                    North         East    Units  Estimated Accuracy
 OE1342;SPC NY C     -   413,270.      319,250.      MT  (+/- 180 meters Scaled)
 OE1342
 OE1342                          SUPERSEDED SURVEY CONTROL
 OE1342
 OE1342  NGVD 29 (??/??/92)  535.616  (m)         1757.27   (f) ADJ UNCH    2 0
 OE1342
 OE1342.Superseded values are not recommended for survey control.
 OE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1342.See file dsdata.txt to determine how the superseded data were derived.
 OE1342
 OE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP416407(NAD 83)
 OE1342_MARKER: DD = SURVEY DISK
 OE1342_SETTING: 80 = SET IN A BOULDER
 OE1342_SP_SET: BOULDER
 OE1342_STAMPING: 1758 ALBANY 1902
 OE1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1342+STABILITY: SURFACE MOTION
 OE1342
 OE1342  HISTORY     - Date     Condition        Report By
 OE1342  HISTORY     - 1902     MONUMENTED       USGS
 OE1342  HISTORY     - 1942     GOOD             NGS
 OE1342
 OE1342                          STATION DESCRIPTION
 OE1342
 OE1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1342'6.2 MI S FROM NEW BOSTON.
 OE1342'6.2 MILE SOUTH ALONG AN IMPROVED COUNTY AND DIRT ROAD FROM THE
 OE1342'INTERSECTION OF STATE HIGHWAY 177 AT NEW BOSTON, LEWIS COUNTY, 0.1
 OE1342'MILE SOUTHWEST OF A FARMHOUSE, 0.1 MILE NORTHEAST OF THE CULPEPPER
 OE1342'ROAD LEADING WEST, 325 FEET NORTHEAST OF A SMALL STREAM, 53 FEET
 OE1342'SOUTHWEST OF POLE 141, 25.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 OE1342'ROAD, 1 FOOT LOWER THAN THE ROAD, IN THE TOP OF A 2-BY-3-FOOT BOULDER,
 OE1342'AND 2 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OE1342'DISK, STAMPED 1758 ALBANY 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0329 ***********************************************************************
 PH0329  DESIGNATION -  1759
 PH0329  PID         -  PH0329
 PH0329  STATE/COUNTY-  NY/ST LAWRENCE
 PH0329  USGS QUAD   -  
 PH0329
 PH0329                         *CURRENT SURVEY CONTROL
 PH0329  ___________________________________________________________________
 PH0329* NAD 83(1986)-  44 09 01.     (N)    074 37 46.     (W)     SCALED    
 PH0329* NAVD 88     -       537.024  (meters)    1761.89   (feet)  ADJUSTED  
 PH0329  ___________________________________________________________________
 PH0329  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PH0329  DYNAMIC HT  -         536.918 (meters)    1761.54  (feet)  COMP
 PH0329  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 PH0329
 PH0329  VERT ORDER  -  FIRST     CLASS II
 PH0329
 PH0329.The horizontal coordinates were scaled from a topographic map and have
 PH0329.an estimated accuracy of +/- 6 seconds.
 PH0329
 PH0329.The orthometric height was determined by differential leveling
 PH0329.and adjusted by the National Geodetic Survey in June 1991..
 PH0329
 PH0329.The geoid height was determined by GEOID03.
 PH0329
 PH0329.The dynamic height is computed by dividing the NAVD 88
 PH0329.geopotential number by the normal gravity value computed on the
 PH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0329.degrees latitude (g = 980.6199 gals.).
 PH0329
 PH0329.The modeled gravity was interpolated from observed gravity values.
 PH0329
 PH0329;                    North         East    Units  Estimated Accuracy
 PH0329;SPC NY E     -   590,470.      139,650.      MT  (+/- 180 meters Scaled)
 PH0329
 PH0329                          SUPERSEDED SURVEY CONTROL
 PH0329
 PH0329  NGVD 29 (??/??/92)  537.059  (m)         1762.00   (f) ADJ UNCH    1 2
 PH0329
 PH0329.Superseded values are not recommended for survey control.
 PH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0329.See file dsdata.txt to determine how the superseded data were derived.
 PH0329
 PH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP296886(NAD 83)
 PH0329_MARKER: Q = CHISELED SQUARE
 PH0329_SETTING: 80 = SET IN A BOULDER
 PH0329_SP_SET: BOULDER
 PH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0329+STABILITY: SURFACE MOTION
 PH0329
 PH0329  HISTORY     - Date     Condition        Report By
 PH0329  HISTORY     - UNK      MONUMENTED       USGS
 PH0329  HISTORY     - 1931     GOOD             NGS
 PH0329  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0329
 PH0329                          STATION DESCRIPTION
 PH0329
 PH0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0329'1.1 MI N FROM HORSESHOE STATION.
 PH0329'ON LARGE BOULDER WEST OF TRACK.  11 1/2 RAILS NORTH OF MILEPOST H-
 PH0329'101.
 PH0329
 PH0329                          STATION RECOVERY (1975)
 PH0329
 PH0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2077 ***********************************************************************
 PH2077  DESIGNATION -  176 IWC
 PH2077  PID         -  PH2077
 PH2077  STATE/COUNTY-  NY/JEFFERSON
 PH2077  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2077
 PH2077                         *CURRENT SURVEY CONTROL
 PH2077  ___________________________________________________________________
 PH2077* NAD 83(1996)-  44 23 06.51000(N)    075 51 47.57417(W)     ADJUSTED  
 PH2077* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2077  ___________________________________________________________________
 PH2077  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 PH2077  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 PH2077
 PH2077  HORZ ORDER  -  THIRD
 PH2077
 PH2077.The horizontal coordinates were established by classical geodetic methods
 PH2077.and adjusted by the National Geodetic Survey in January 1999..
 PH2077
 PH2077.The orthometric height was scaled from a topographic map.
 PH2077
 PH2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2077
 PH2077.The geoid height was determined by GEOID03.
 PH2077
 PH2077;                    North         East     Units Scale Factor Converg.
 PH2077;SPC NY C     -   487,310.527   307,379.461   MT  0.99997798   +0 30 13.4
 PH2077;SPC NY C     - 1,598,784.62  1,008,460.78   sFT  0.99997798   +0 30 13.4
 PH2077;UTM  18      - 4,915,013.437   431,241.700   MT  0.99965814   -0 36 13.8
 PH2077
 PH2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2077!SPC NY C     -   0.99999456  x   0.99997798  =   0.99997254
 PH2077!UTM  18      -   0.99999456  x   0.99965814  =   0.99965270
 PH2077
 PH2077:                Primary Azimuth Mark                     Grid Az
 PH2077:SPC NY C     -  SISTER IS CHANNEL LIGHT IBC              024 24 00.3
 PH2077:UTM  18      -  SISTER IS CHANNEL LIGHT IBC              025 30 27.5
 PH2077
 PH2077|---------------------------------------------------------------------|
 PH2077| PID    Reference Object                     Distance      Geod. Az  |
 PH2077|                                                           dddmmss.s |
 PH2077| PH2074 SISTER IS CHANNEL LIGHT IBC         APPROX. 3.6 KM 0245413.7 |
 PH2077| PH2097 EXCELSIOR GROUP CHANNEL LT IBC      APPROX. 2.2 KM 2305813.2 |
 PH2077| PH2078 REF MON 62                          APPROX. 1.5 KM 3341303.7 |
 PH2077|---------------------------------------------------------------------|
 PH2077
 PH2077                          SUPERSEDED SURVEY CONTROL
 PH2077
 PH2077  NAD 83(1986)-  44 23 06.51572(N)    075 51 47.57699(W) AD(       ) 3
 PH2077  NAD 27      -  44 23 06.34800(N)    075 51 48.73500(W) AD(       ) 3
 PH2077
 PH2077.Superseded values are not recommended for survey control.
 PH2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2077.See file dsdata.txt to determine how the superseded data were derived.
 PH2077
 PH2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3124215013(NAD 83)
 PH2077_MARKER: DD = SURVEY DISK
 PH2077_SETTING: 66 = SET IN ROCK OUTCROP
 PH2077_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2077+STABILITY: POSITION/ELEVATION WELL
 PH2077
 PH2077  HISTORY     - Date     Condition        Report By
 PH2077  HISTORY     - 1911     MONUMENTED       IBWC
 PH2077  HISTORY     - 1957     GOOD             IBC
 PH2077
 PH2077                          STATION DESCRIPTION
 PH2077
 PH2077'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2077'ON A ROCK ISLET ABOUT 30 BY 100 FEET IN AREA SITUATED ABOUT 2000 FEET
 PH2077'OFFSHORE FROM THE LOWER END OF GOOSE BAY, AND ABOUT 4000 FEET
 PH2077'SOUTHWEST OF IRONSIDES ISLAND IN THE ST LAWRENCE RIVER.  THE WAVES
 PH2077'WASH OVER THE ISLET WHEN THE WATER IS ROUGH FROM THE WIND.
 PH2077'
 PH2077'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2077'DISK STATION MARK SET IN A DRILL HOLE IN SOLID ROCK.  A SHALLOW DRILL
 PH2077'HOLE IN THE CENTER OF A CROSS IS CUT IN THE ROCK 29.60 FEET EAST OF
 PH2077'THE STATION.
 PH2077
 PH2077                          STATION RECOVERY (1957)
 PH2077
 PH2077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2077'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0399 ***********************************************************************
 KV0399  DESIGNATION -  176 NYBE+A
 KV0399  PID         -  KV0399
 KV0399  STATE/COUNTY-  NY/RICHMOND
 KV0399  USGS QUAD   -  THE NARROWS (1981)
 KV0399
 KV0399                         *CURRENT SURVEY CONTROL
 KV0399  ___________________________________________________________________
 KV0399* NAD 83(1986)-  40 36 19.     (N)    074 03 17.     (W)     SCALED    
 KV0399* NAVD 88     -         3.806  (meters)      12.49   (feet)  ADJUSTED  
 KV0399  ___________________________________________________________________
 KV0399  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0399  DYNAMIC HT  -           3.805 (meters)      12.48  (feet)  COMP
 KV0399  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 KV0399
 KV0399  VERT ORDER  -  FIRST     CLASS II
 KV0399
 KV0399.The horizontal coordinates were scaled from a topographic map and have
 KV0399.an estimated accuracy of +/- 6 seconds.
 KV0399
 KV0399.The orthometric height was determined by differential leveling
 KV0399.and adjusted by the National Geodetic Survey in June 1991..
 KV0399
 KV0399.The geoid height was determined by GEOID03.
 KV0399
 KV0399.The dynamic height is computed by dividing the NAVD 88
 KV0399.geopotential number by the normal gravity value computed on the
 KV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0399.degrees latitude (g = 980.6199 gals.).
 KV0399
 KV0399.The modeled gravity was interpolated from observed gravity values.
 KV0399
 KV0399;                    North         East    Units  Estimated Accuracy
 KV0399;SPC NY L     -    48,710.      295,370.      MT  (+/- 180 meters Scaled)
 KV0399
 KV0399                          SUPERSEDED SURVEY CONTROL
 KV0399
 KV0399  NGVD 29 (04/16/92)    4.145  (m)           13.60   (f) ADJUSTED    1 2
 KV0399
 KV0399.Superseded values are not recommended for survey control.
 KV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0399.See file dsdata.txt to determine how the superseded data were derived.
 KV0399
 KV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK799953(NAD 83)
 KV0399_MARKER: T = CHISELED TRIANGLE
 KV0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0399_SP_SET: BUILDING
 KV0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0399
 KV0399  HISTORY     - Date     Condition        Report By
 KV0399  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0399  HISTORY     - 1952     GOOD             CGS
 KV0399
 KV0399                          STATION DESCRIPTION
 KV0399
 KV0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0399'AT STATEN ISLAND.
 KV0399'ON STATEN ISLAND, ON FORT WADSWORTH MILITARY RESERVATION, NEAR
 KV0399'THE PIER, AT OLD FORT WEED, A CHISELED T IN VERTICAL FACE OF
 KV0399'EXTREME NORTH CORNER OF OLD FORT AND ABOUT 6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0344 ***********************************************************************
 KV0344  DESIGNATION -  1762 BOR
 KV0344  PID         -  KV0344
 KV0344  STATE/COUNTY-  NY/RICHMOND
 KV0344  USGS QUAD   -  ARTHUR KILL (1981)
 KV0344
 KV0344                         *CURRENT SURVEY CONTROL
 KV0344  ___________________________________________________________________
 KV0344* NAD 83(1986)-  40 31 30.     (N)    074 14 37.     (W)     SCALED    
 KV0344* NAVD 88     -        13.861  (meters)      45.48   (feet)  ADJUSTED  
 KV0344  ___________________________________________________________________
 KV0344  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0344  DYNAMIC HT  -          13.856 (meters)      45.46  (feet)  COMP
 KV0344  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KV0344
 KV0344  VERT ORDER  -  FIRST     CLASS II
 KV0344
 KV0344.The horizontal coordinates were scaled from a topographic map and have
 KV0344.an estimated accuracy of +/- 6 seconds.
 KV0344
 KV0344.The orthometric height was determined by differential leveling
 KV0344.and adjusted by the National Geodetic Survey in June 1991..
 KV0344
 KV0344.The geoid height was determined by GEOID03.
 KV0344
 KV0344.The dynamic height is computed by dividing the NAVD 88
 KV0344.geopotential number by the normal gravity value computed on the
 KV0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0344.degrees latitude (g = 980.6199 gals.).
 KV0344
 KV0344.The modeled gravity was interpolated from observed gravity values.
 KV0344
 KV0344;                    North         East    Units  Estimated Accuracy
 KV0344;SPC NY L     -    39,820.      279,360.      MT  (+/- 180 meters Scaled)
 KV0344
 KV0344                          SUPERSEDED SURVEY CONTROL
 KV0344
 KV0344  NGVD 29 (04/16/92)   14.176  (m)           46.51   (f) ADJUSTED    1 2
 KV0344
 KV0344.Superseded values are not recommended for survey control.
 KV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0344.See file dsdata.txt to determine how the superseded data were derived.
 KV0344
 KV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK640863(NAD 83)
 KV0344_MARKER: Q = CHISELED SQUARE
 KV0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0344_SP_SET: BRIDGE
 KV0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0344
 KV0344  HISTORY     - Date     Condition        Report By
 KV0344  HISTORY     - 1952     MONUMENTED       NY-085
 KV0344  HISTORY     - 1952     GOOD             CGS
 KV0344  HISTORY     - 19910519 GOOD             USPSQD
 KV0344  HISTORY     - 19970827 GOOD             USPSQD
 KV0344  HISTORY     - 20020711 MARK NOT FOUND   USPSQD
 KV0344
 KV0344                          STATION DESCRIPTION
 KV0344
 KV0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0344'AT STATEN ISLAND.
 KV0344'ON STATEN ISLAND, AT RICHMOND VALLEY, AT THE EAST END OF
 KV0344'OUTERBRIDGE CONNECTING STATEN ISLAND AND PERTH AMBOY, NEW JERSEY,
 KV0344'AN OUTLINE SQUARE ON THE TOP OF THE SOUTHEAST CORNER OF BASE AT
 KV0344'THE SOUTH END OF A WING WITH BRIDGE PLAQUE WHICH EXTENDS SOUTH
 KV0344'FROM THE EAST END OF SOUTH RAILING OF BRIDGE APPROACH, 3.8 FEET
 KV0344'SOUTH OF SOUTH END OF PLAQUE AND ABOUT 1 1/2 FEET ABOVE A
 KV0344'CONCRETE WALK.
 KV0344
 KV0344                          STATION RECOVERY (1991)
 KV0344
 KV0344'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0344'RECOVERED IN GOOD CONDITION.
 KV0344
 KV0344                          STATION RECOVERY (1997)
 KV0344
 KV0344'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0344'RECOVERED IN GOOD CONDITION.
 KV0344
 KV0344                          STATION RECOVERY (2002)
 KV0344
 KV0344'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0343 ***********************************************************************
 PH0343  DESIGNATION -  1764
 PH0343  PID         -  PH0343
 PH0343  STATE/COUNTY-  NY/HAMILTON
 PH0343  USGS QUAD   -  
 PH0343
 PH0343                         *CURRENT SURVEY CONTROL
 PH0343  ___________________________________________________________________
 PH0343* NAD 83(1986)-  44 03 13.     (N)    074 43 48.     (W)     SCALED    
 PH0343* NAVD 88     -       537.334  (meters)    1762.90   (feet)  ADJUSTED  
 PH0343  ___________________________________________________________________
 PH0343  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 PH0343  DYNAMIC HT  -         537.223 (meters)    1762.54  (feet)  COMP
 PH0343  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 PH0343
 PH0343  VERT ORDER  -  FIRST     CLASS I
 PH0343
 PH0343.The horizontal coordinates were scaled from a topographic map and have
 PH0343.an estimated accuracy of +/- 6 seconds.
 PH0343
 PH0343.The orthometric height was determined by differential leveling
 PH0343.and adjusted by the National Geodetic Survey in June 1991..
 PH0343
 PH0343.The geoid height was determined by GEOID03.
 PH0343
 PH0343.The dynamic height is computed by dividing the NAVD 88
 PH0343.geopotential number by the normal gravity value computed on the
 PH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0343.degrees latitude (g = 980.6199 gals.).
 PH0343
 PH0343.The modeled gravity was interpolated from observed gravity values.
 PH0343
 PH0343;                    North         East    Units  Estimated Accuracy
 PH0343;SPC NY E     -   579,750.      131,570.      MT  (+/- 180 meters Scaled)
 PH0343
 PH0343                          SUPERSEDED SURVEY CONTROL
 PH0343
 PH0343  NGVD 29 (??/??/92)  537.343  (m)         1762.93   (f) ADJ UNCH    1 1
 PH0343
 PH0343.Superseded values are not recommended for survey control.
 PH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0343.See file dsdata.txt to determine how the superseded data were derived.
 PH0343
 PH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP216778(NAD 83)
 PH0343_MARKER: DD = SURVEY DISK
 PH0343_SETTING: 80 = SET IN A BOULDER
 PH0343_SP_SET: BOULDER
 PH0343_STAMPING: 1764
 PH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0343+STABILITY: SURFACE MOTION
 PH0343
 PH0343  HISTORY     - Date     Condition        Report By
 PH0343  HISTORY     - UNK      MONUMENTED       USGS
 PH0343  HISTORY     - 1975     GOOD             NGS
 PH0343
 PH0343                          STATION DESCRIPTION
 PH0343
 PH0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0343'23.75 MI NE FROM BIG MOOSE.
 PH0343'ABOUT 23.75 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 PH0343'STATION AT BIG MOOSE, 0.15 MILES NORTHEAST OF MILE POST 92, 41.5 FEET
 PH0343'NORTHWEST OF THE NORTHWEST RAIL, SET INCLINING IN THE EAST FACE OF A
 PH0343'LARGE ROCK BOULDER, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0700 ***********************************************************************
 MZ0700  DESIGNATION -  176.74
 MZ0700  PID         -  MZ0700
 MZ0700  STATE/COUNTY-  NY/COLUMBIA
 MZ0700  USGS QUAD   -  CHATHAM (1980)
 MZ0700
 MZ0700                         *CURRENT SURVEY CONTROL
 MZ0700  ___________________________________________________________________
 MZ0700* NAD 83(1986)-  42 21 58.     (N)    073 35 32.     (W)     SCALED    
 MZ0700* NAVD 88     -       144.360  (meters)     473.62   (feet)  ADJUSTED  
 MZ0700  ___________________________________________________________________
 MZ0700  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 MZ0700  DYNAMIC HT  -         144.311 (meters)     473.46  (feet)  COMP
 MZ0700  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 MZ0700
 MZ0700  VERT ORDER  -  FIRST     CLASS II
 MZ0700
 MZ0700.The horizontal coordinates were scaled from a topographic map and have
 MZ0700.an estimated accuracy of +/- 6 seconds.
 MZ0700
 MZ0700.The orthometric height was determined by differential leveling
 MZ0700.and adjusted by the National Geodetic Survey in June 1991..
 MZ0700
 MZ0700.The geoid height was determined by GEOID03.
 MZ0700
 MZ0700.The dynamic height is computed by dividing the NAVD 88
 MZ0700.geopotential number by the normal gravity value computed on the
 MZ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0700.degrees latitude (g = 980.6199 gals.).
 MZ0700
 MZ0700.The modeled gravity was interpolated from observed gravity values.
 MZ0700
 MZ0700;                    North         East    Units  Estimated Accuracy
 MZ0700;SPC NY E     -   392,660.      224,770.      MT  (+/- 180 meters Scaled)
 MZ0700
 MZ0700                          SUPERSEDED SURVEY CONTROL
 MZ0700
 MZ0700  NGVD 29 (??/??/92)  144.540  (m)          474.21   (f) ADJ UNCH    1 2
 MZ0700
 MZ0700.Superseded values are not recommended for survey control.
 MZ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0700.See file dsdata.txt to determine how the superseded data were derived.
 MZ0700
 MZ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM159913(NAD 83)
 MZ0700_MARKER: Q = CHISELED SQUARE
 MZ0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0700_SP_SET: BRIDGE
 MZ0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0700
 MZ0700  HISTORY     - Date     Condition        Report By
 MZ0700  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0700  HISTORY     - 1933     GOOD             NGS
 MZ0700
 MZ0700                          STATION DESCRIPTION
 MZ0700
 MZ0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0700'0.4 MI E FROM CHATHAM.
 MZ0700'ON BOSTON AND ALBANY RAILROAD, ON BRIDGE NO. 176.74 ON TOP STONE SW
 MZ0700'WINGWALL, 8 FEET  S OF S RAIL AND 2 FEET BELOW BASE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2082 ***********************************************************************
 PH2082  DESIGNATION -  177 IWC
 PH2082  PID         -  PH2082
 PH2082  STATE/COUNTY-  NY/JEFFERSON
 PH2082  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2082
 PH2082                         *CURRENT SURVEY CONTROL
 PH2082  ___________________________________________________________________
 PH2082* NAD 83(1996)-  44 24 09.91601(N)    075 52 01.98954(W)     ADJUSTED  
 PH2082* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2082  ___________________________________________________________________
 PH2082  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 PH2082  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 PH2082
 PH2082  HORZ ORDER  -  THIRD
 PH2082
 PH2082.The horizontal coordinates were established by classical geodetic methods
 PH2082.and adjusted by the National Geodetic Survey in January 1999..
 PH2082
 PH2082.The orthometric height was scaled from a topographic map.
 PH2082
 PH2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2082
 PH2082.The geoid height was determined by GEOID03.
 PH2082
 PH2082;                    North         East     Units Scale Factor Converg.
 PH2082;SPC NY C     -   489,264.742   307,043.285   MT  0.99997750   +0 30 03.9
 PH2082;SPC NY C     - 1,605,196.07  1,007,357.84   sFT  0.99997750   +0 30 03.9
 PH2082;UTM  18      - 4,916,973.159   430,943.461   MT  0.99965865   -0 36 24.5
 PH2082
 PH2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2082!SPC NY C     -   0.99999456  x   0.99997750  =   0.99997206
 PH2082!UTM  18      -   0.99999456  x   0.99965865  =   0.99965321
 PH2082
 PH2082:                Primary Azimuth Mark                     Grid Az
 PH2082:SPC NY C     -  175 SUB IBC                              045 12 18.0
 PH2082:UTM  18      -  175 SUB IBC                              046 18 46.4
 PH2082
 PH2082|---------------------------------------------------------------------|
 PH2082| PID    Reference Object                     Distance      Geod. Az  |
 PH2082|                                                           dddmmss.s |
 PH2082| PH2075 175 SUB IBC                         APPROX. 2.2 KM 0454221.9 |
 PH2082| PH2074 SISTER IS CHANNEL LIGHT IBC         APPROX. 2.2 KM 0550653.5 |
 PH2082| PH2097 EXCELSIOR GROUP CHANNEL LT IBC      APPROX. 3.7 KM 2025013.9 |
 PH2082|---------------------------------------------------------------------|
 PH2082
 PH2082                          SUPERSEDED SURVEY CONTROL
 PH2082
 PH2082  NAD 83(1986)-  44 24 09.92184(N)    075 52 01.99249(W) AD(       ) 3
 PH2082  NAD 27      -  44 24 09.75400(N)    075 52 03.14600(W) AD(       ) 3
 PH2082
 PH2082.Superseded values are not recommended for survey control.
 PH2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2082.See file dsdata.txt to determine how the superseded data were derived.
 PH2082
 PH2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3094316973(NAD 83)
 PH2082_MARKER: DD = SURVEY DISK
 PH2082_SETTING: 66 = SET IN ROCK OUTCROP
 PH2082_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2082+STABILITY: POSITION/ELEVATION WELL
 PH2082
 PH2082  HISTORY     - Date     Condition        Report By
 PH2082  HISTORY     - 1911     MONUMENTED       IBWC
 PH2082  HISTORY     - 1957     GOOD             IBC
 PH2082
 PH2082                          STATION DESCRIPTION
 PH2082
 PH2082'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2082'ON THE SOUTHERN END OF A SMALL TREE AND BRUSH - COVERED ISLAND LYING
 PH2082'JUST OFF THE SOUTHEASTERN SHORE OF GRENADIER ISLAND IN THE ST LAWRENCE
 PH2082'RIVER.  IT IS ABOUT MIDWAY OF THE LENGTH OF GRENADIER ISLAND AND IS
 PH2082'ABOUT 4500 FEET NORTHWEST OF THE SOUTHWESTERN END OF IRONSIDES ISLAND.
 PH2082'IN 1957 THERE WAS A SUMMER CAMP ON THE ISLAND.  THE STATION IS ABOUT 3
 PH2082'FEET FROM THE SHORE LINE, AND ABOUT 2 FEET ABOVE THE WATER LEVEL IN
 PH2082'THE RIVER.
 PH2082'
 PH2082'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2082'DISK STATION MARK SET IN A DRILL HOLE IN SOLID ROCK.  A 1 - INCH DRILL
 PH2082'HOLE IN SOLID ROCK BEARS NORTHEAST FROM THE STATION 19.58 FEET
 PH2082'DISTANT.
 PH2082
 PH2082                          STATION RECOVERY (1957)
 PH2082
 PH2082'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2082'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0400 ***********************************************************************
 KV0400  DESIGNATION -  177 NYBE+A
 KV0400  PID         -  KV0400
 KV0400  STATE/COUNTY-  NY/RICHMOND
 KV0400  USGS QUAD   -  THE NARROWS (1981)
 KV0400
 KV0400                         *CURRENT SURVEY CONTROL
 KV0400  ___________________________________________________________________
 KV0400* NAD 83(1986)-  40 36 19.     (N)    074 03 17.     (W)     SCALED    
 KV0400* NAVD 88     -         1.930  (meters)       6.33   (feet)  ADJUSTED  
 KV0400  ___________________________________________________________________
 KV0400  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0400  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 KV0400  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 KV0400
 KV0400  VERT ORDER  -  FIRST     CLASS II
 KV0400
 KV0400.The horizontal coordinates were scaled from a topographic map and have
 KV0400.an estimated accuracy of +/- 6 seconds.
 KV0400
 KV0400.The orthometric height was determined by differential leveling
 KV0400.and adjusted by the National Geodetic Survey in June 1991..
 KV0400
 KV0400.The geoid height was determined by GEOID03.
 KV0400
 KV0400.The dynamic height is computed by dividing the NAVD 88
 KV0400.geopotential number by the normal gravity value computed on the
 KV0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0400.degrees latitude (g = 980.6199 gals.).
 KV0400
 KV0400.The modeled gravity was interpolated from observed gravity values.
 KV0400
 KV0400;                    North         East    Units  Estimated Accuracy
 KV0400;SPC NY L     -    48,710.      295,370.      MT  (+/- 180 meters Scaled)
 KV0400
 KV0400                          SUPERSEDED SURVEY CONTROL
 KV0400
 KV0400  NGVD 29 (04/16/92)    2.269  (m)            7.44   (f) ADJUSTED    1 2
 KV0400
 KV0400.Superseded values are not recommended for survey control.
 KV0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0400.See file dsdata.txt to determine how the superseded data were derived.
 KV0400
 KV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK799953(NAD 83)
 KV0400_MARKER: Q = CHISELED SQUARE
 KV0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0400_SP_SET: GRANITE SEA WALL
 KV0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0400
 KV0400  HISTORY     - Date     Condition        Report By
 KV0400  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0400  HISTORY     - 1952     GOOD             CGS
 KV0400
 KV0400                          STATION DESCRIPTION
 KV0400
 KV0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0400'AT STATEN ISLAND.
 KV0400'ON STATEN ISLAND, ON FORT WADSWORTH MILITARY RESERVATION, AT
 KV0400'OLD FORT WEED, AN OUTLINE SQUARE ON THE NORTHEAST EDGE OF GRANITE
 KV0400'SEAWALL, 44 FEET SOUTHEAST OF NORTH CORNER OF OLD FORT, 20 FEET
 KV0400'NORTHEAST OF NORTHEAST FACE OF FORT, 7 INCHES NORTH OF A 2-INCH
 KV0400'IRON PLUG IN SEA WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0056 ***********************************************************************
 NA0056  DESIGNATION -  177.0
 NA0056  PID         -  NA0056
 NA0056  STATE/COUNTY-  NY/MONTGOMERY
 NA0056  USGS QUAD   -  AMSTERDAM (1980)
 NA0056
 NA0056                         *CURRENT SURVEY CONTROL
 NA0056  ___________________________________________________________________
 NA0056* NAD 83(1986)-  42 56 54.     (N)    074 12 37.     (W)     SCALED    
 NA0056* NAVD 88     -        83.400  (meters)     273.62   (feet)  ADJUSTED  
 NA0056  ___________________________________________________________________
 NA0056  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NA0056  DYNAMIC HT  -          83.378 (meters)     273.55  (feet)  COMP
 NA0056  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NA0056
 NA0056  VERT ORDER  -  FIRST     CLASS II
 NA0056
 NA0056.The horizontal coordinates were scaled from a topographic map and have
 NA0056.an estimated accuracy of +/- 6 seconds.
 NA0056
 NA0056.The orthometric height was determined by differential leveling
 NA0056.and adjusted by the National Geodetic Survey in June 1991..
 NA0056
 NA0056.The geoid height was determined by GEOID03.
 NA0056
 NA0056.The dynamic height is computed by dividing the NAVD 88
 NA0056.geopotential number by the normal gravity value computed on the
 NA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0056.degrees latitude (g = 980.6199 gals.).
 NA0056
 NA0056.The modeled gravity was interpolated from observed gravity values.
 NA0056
 NA0056;                    North         East    Units  Estimated Accuracy
 NA0056;SPC NY E     -   456,970.      173,640.      MT  (+/- 180 meters Scaled)
 NA0056
 NA0056                          SUPERSEDED SURVEY CONTROL
 NA0056
 NA0056  NGVD 29 (??/??/92)   83.558  (m)          274.14   (f) ADJ UNCH    1 2
 NA0056
 NA0056.Superseded values are not recommended for survey control.
 NA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0056.See file dsdata.txt to determine how the superseded data were derived.
 NA0056
 NA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN644553(NAD 83)
 NA0056_MARKER: Q = CHISELED SQUARE
 NA0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0056_SP_SET: STONE
 NA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0056+STABILITY: SURFACE MOTION
 NA0056
 NA0056  HISTORY     - Date     Condition        Report By
 NA0056  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0056  HISTORY     - 1931     GOOD             NGS
 NA0056  HISTORY     - 1975     GOOD             SELLS
 NA0056
 NA0056                          STATION DESCRIPTION
 NA0056
 NA0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0056'1.5 MI E FROM FT JOHNSON.
 NA0056'1.5 MILES EAST OF BY RAIL. ON RIGHT OF WAY OF NEW YORK CENTRAL
 NA0056'RAILROAD.  ON SOUTH SIDE OF TRACKS.  ON MILEPOST N.Y. 177.
 NA0056
 NA0056                          STATION RECOVERY (1975)
 NA0056
 NA0056'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 NA0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0302 ***********************************************************************
 PH0302  DESIGNATION -  1771
 PH0302  PID         -  PH0302
 PH0302  STATE/COUNTY-  NY/ESSEX
 PH0302  USGS QUAD   -  
 PH0302
 PH0302                         *CURRENT SURVEY CONTROL
 PH0302  ___________________________________________________________________
 PH0302* NAD 83(1986)-  44 05 11.     (N)    074 03 21.     (W)     SCALED    
 PH0302* NAVD 88     -       540.002  (meters)    1771.66   (feet)  ADJUSTED  
 PH0302  ___________________________________________________________________
 PH0302  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 PH0302  DYNAMIC HT  -         539.882 (meters)    1771.26  (feet)  COMP
 PH0302  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 PH0302
 PH0302  VERT ORDER  -  SECOND    CLASS 0
 PH0302
 PH0302.The horizontal coordinates were scaled from a topographic map and have
 PH0302.an estimated accuracy of +/- 6 seconds.
 PH0302
 PH0302.The orthometric height was determined by differential leveling
 PH0302.and adjusted by the National Geodetic Survey in June 1991..
 PH0302
 PH0302.The geoid height was determined by GEOID03.
 PH0302
 PH0302.The dynamic height is computed by dividing the NAVD 88
 PH0302.geopotential number by the normal gravity value computed on the
 PH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0302.degrees latitude (g = 980.6199 gals.).
 PH0302
 PH0302.The modeled gravity was interpolated from observed gravity values.
 PH0302
 PH0302;                    North         East    Units  Estimated Accuracy
 PH0302;SPC NY E     -   583,460.      185,570.      MT  (+/- 180 meters Scaled)
 PH0302
 PH0302                          SUPERSEDED SURVEY CONTROL
 PH0302
 PH0302  NGVD 29 (??/??/92)  540.061  (m)         1771.85   (f) ADJ UNCH    2 0
 PH0302
 PH0302.Superseded values are not recommended for survey control.
 PH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0302.See file dsdata.txt to determine how the superseded data were derived.
 PH0302
 PH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP755819(NAD 83)
 PH0302_MARKER: DB = BENCH MARK DISK
 PH0302_SETTING: 80 = SET IN A BOULDER
 PH0302_SP_SET: BOULDER
 PH0302_STAMPING: 1771 FT. COVINGTON 1901
 PH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0302+STABILITY: SURFACE MOTION
 PH0302
 PH0302  HISTORY     - Date     Condition        Report By
 PH0302  HISTORY     - 1901     MONUMENTED       USGS
 PH0302  HISTORY     - 1942     GOOD             NGS
 PH0302
 PH0302                          STATION DESCRIPTION
 PH0302
 PH0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0302'IN TAHAWAS CLUB.
 PH0302'BENCH MARK IS SET VERTICALLY IN THE WEST FACE OF A VERY LARGE BOULDER,
 PH0302'IT IS ABOUT 100.0 FEET NORTHEAST OF THE CLUB HOUSE, 72.0 FEET EAST OF
 PH0302'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD IN FRONT OF
 PH0302'THE CLUB HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0336 ***********************************************************************
 PH0336  DESIGNATION -  1775
 PH0336  PID         -  PH0336
 PH0336  STATE/COUNTY-  NY/ST LAWRENCE
 PH0336  USGS QUAD   -  
 PH0336
 PH0336                         *CURRENT SURVEY CONTROL
 PH0336  ___________________________________________________________________
 PH0336* NAD 83(1986)-  44 05 16.     (N)    074 40 51.     (W)     SCALED    
 PH0336* NAVD 88     -       541.189  (meters)    1775.55   (feet)  ADJUSTED  
 PH0336  ___________________________________________________________________
 PH0336  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 PH0336  DYNAMIC HT  -         541.079 (meters)    1775.19  (feet)  COMP
 PH0336  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 PH0336
 PH0336  VERT ORDER  -  FIRST     CLASS II
 PH0336
 PH0336.The horizontal coordinates were scaled from a topographic map and have
 PH0336.an estimated accuracy of +/- 6 seconds.
 PH0336
 PH0336.The orthometric height was determined by differential leveling
 PH0336.and adjusted by the National Geodetic Survey in June 1991..
 PH0336
 PH0336.The geoid height was determined by GEOID03.
 PH0336
 PH0336.The dynamic height is computed by dividing the NAVD 88
 PH0336.geopotential number by the normal gravity value computed on the
 PH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0336.degrees latitude (g = 980.6199 gals.).
 PH0336
 PH0336.The modeled gravity was interpolated from observed gravity values.
 PH0336
 PH0336;                    North         East    Units  Estimated Accuracy
 PH0336;SPC NY E     -   583,530.      135,520.      MT  (+/- 180 meters Scaled)
 PH0336
 PH0336                          SUPERSEDED SURVEY CONTROL
 PH0336
 PH0336  NGVD 29 (??/??/92)  541.210  (m)         1775.62   (f) ADJ UNCH    1 2
 PH0336
 PH0336.Superseded values are not recommended for survey control.
 PH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0336.See file dsdata.txt to determine how the superseded data were derived.
 PH0336
 PH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP255816(NAD 83)
 PH0336_MARKER: DD = SURVEY DISK
 PH0336_SETTING: 66 = SET IN ROCK OUTCROP
 PH0336_SP_SET: ROCK CUT
 PH0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0336+STABILITY: POSITION/ELEVATION WELL
 PH0336
 PH0336  HISTORY     - Date     Condition        Report By
 PH0336  HISTORY     - UNK      MONUMENTED       USGS
 PH0336  HISTORY     - 1931     GOOD             NGS
 PH0336  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0336
 PH0336                          STATION DESCRIPTION
 PH0336
 PH0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0336'1 MI N FROM SABATTIS STATION.
 PH0336'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD.  EAST OF TRACK IN SMALL
 PH0336'ROCK CUT.
 PH0336
 PH0336                          STATION RECOVERY (1975)
 PH0336
 PH0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0947 ***********************************************************************
 NA0947  DESIGNATION -  1777
 NA0947  PID         -  NA0947
 NA0947  STATE/COUNTY-  NY/OTSEGO
 NA0947  USGS QUAD   -  WESTFORD (1994)
 NA0947
 NA0947                         *CURRENT SURVEY CONTROL
 NA0947  ___________________________________________________________________
 NA0947* NAD 83(1986)-  42 41 00.     (N)    074 45 38.     (W)     SCALED    
 NA0947* NAVD 88     -       541.675  (meters)    1777.15   (feet)  ADJUSTED  
 NA0947  ___________________________________________________________________
 NA0947  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NA0947  DYNAMIC HT  -         541.482 (meters)    1776.51  (feet)  COMP
 NA0947  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 NA0947
 NA0947  VERT ORDER  -  SECOND    CLASS 0
 NA0947
 NA0947.The horizontal coordinates were scaled from a topographic map and have
 NA0947.an estimated accuracy of +/- 6 seconds.
 NA0947
 NA0947.The orthometric height was determined by differential leveling
 NA0947.and adjusted by the National Geodetic Survey in June 1991..
 NA0947
 NA0947.The geoid height was determined by GEOID03.
 NA0947
 NA0947.The dynamic height is computed by dividing the NAVD 88
 NA0947.geopotential number by the normal gravity value computed on the
 NA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0947.degrees latitude (g = 980.6199 gals.).
 NA0947
 NA0947.The modeled gravity was interpolated from observed gravity values.
 NA0947
 NA0947;                    North         East    Units  Estimated Accuracy
 NA0947;SPC NY E     -   427,530.      128,650.      MT  (+/- 180 meters Scaled)
 NA0947
 NA0947                          SUPERSEDED SURVEY CONTROL
 NA0947
 NA0947  NGVD 29 (??/??/92)  541.794  (m)         1777.54   (f) ADJ UNCH    2 0
 NA0947
 NA0947.Superseded values are not recommended for survey control.
 NA0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0947.See file dsdata.txt to determine how the superseded data were derived.
 NA0947
 NA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN196256(NAD 83)
 NA0947_MARKER: DB = BENCH MARK DISK
 NA0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0947_SP_SET: STONE
 NA0947_STAMPING: 1777 1903 ADJ
 NA0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0947+STABILITY: SURFACE MOTION
 NA0947
 NA0947  HISTORY     - Date     Condition        Report By
 NA0947  HISTORY     - 1903     MONUMENTED       USGS
 NA0947  HISTORY     - 1942     GOOD             NGS
 NA0947
 NA0947                          STATION DESCRIPTION
 NA0947
 NA0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0947'2.7 MI S FROM PLEASANT BROOK.
 NA0947'2.7 MILES SOUTH ALONG A DIRT ROAD FROM THE PLEASANT BROOK HOTEL AT
 NA0947'PLEASANT BROOK, THENCE ABOUT 200 FEET NORTHEAST ALONG A BLACK TOP
 NA0947'ROAD, AT THE VERY OLD FARM HOME OF G. S. SUYLER, A U.S.G.S. BRONZE
 NA0947'DISK, SET VERTICALLY, IN THE STONE FOUNDATION OF THE SOUTHWEST WALL,
 NA0947'AND HALF WAY BETWEEN THE WEST CORNER AND THE SOUTH CORNER, AND FLUSH
 NA0947'WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0292 ***********************************************************************
 OE0292  DESIGNATION -  178
 OE0292  PID         -  OE0292
 OE0292  STATE/COUNTY-  NY/HERKIMER
 OE0292  USGS QUAD   -  HERKIMER (1943)
 OE0292
 OE0292                         *CURRENT SURVEY CONTROL
 OE0292  ___________________________________________________________________
 OE0292* NAD 83(1986)-  43 00 56.     (N)    074 54 09.     (W)     SCALED    
 OE0292* NAVD 88     -       115.873  (meters)     380.16   (feet)  ADJUSTED  
 OE0292  ___________________________________________________________________
 OE0292  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 OE0292  DYNAMIC HT  -         115.840 (meters)     380.05  (feet)  COMP
 OE0292  MODELED GRAV-     980,343.5   (mgal)                       NAVD 88
 OE0292
 OE0292  VERT ORDER  -  FIRST     CLASS II
 OE0292
 OE0292.The horizontal coordinates were scaled from a topographic map and have
 OE0292.an estimated accuracy of +/- 6 seconds.
 OE0292
 OE0292.The orthometric height was determined by differential leveling
 OE0292.and adjusted by the National Geodetic Survey in June 1991..
 OE0292
 OE0292.The geoid height was determined by GEOID03.
 OE0292
 OE0292.The dynamic height is computed by dividing the NAVD 88
 OE0292.geopotential number by the normal gravity value computed on the
 OE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0292.degrees latitude (g = 980.6199 gals.).
 OE0292
 OE0292.The modeled gravity was interpolated from observed gravity values.
 OE0292
 OE0292;                    North         East    Units  Estimated Accuracy
 OE0292;SPC NY E     -   464,480.      117,190.      MT  (+/- 180 meters Scaled)
 OE0292
 OE0292                          SUPERSEDED SURVEY CONTROL
 OE0292
 OE0292  NGVD 29 (??/??/92)  116.026  (m)          380.66   (f) ADJ UNCH    1 2
 OE0292
 OE0292.Superseded values are not recommended for survey control.
 OE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0292.See file dsdata.txt to determine how the superseded data were derived.
 OE0292
 OE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN079625(NAD 83)
 OE0292_MARKER: O = CHISELED CIRCLE
 OE0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0292_SP_SET: STONE COPING
 OE0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0292
 OE0292  HISTORY     - Date     Condition        Report By
 OE0292  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0292  HISTORY     - 1931     GOOD             NGS
 OE0292
 OE0292                          STATION DESCRIPTION
 OE0292
 OE0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0292'2.6 MI W FROM LITTLE FALLS.
 OE0292'ABOUT 100 YARDS WEST OF MILEPOST N.Y.212. ON REMAINS OF OLD CANAL LOCK
 OE0292'NO. 40 WHERE ENDS OF ANCHOR OF NORTHEAST GATE OF NORTH LOCK HAD BEEN
 OE0292'FASTENED.  IN FRONT OF OLD FARM HOUSE AND ON TOWPATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2092 ***********************************************************************
 PH2092  DESIGNATION -  178 RESET
 PH2092  PID         -  PH2092
 PH2092  STATE/COUNTY-  NY/JEFFERSON
 PH2092  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2092
 PH2092                         *CURRENT SURVEY CONTROL
 PH2092  ___________________________________________________________________
 PH2092* NAD 83(1996)-  44 21 25.20675(N)    075 53 37.48535(W)     ADJUSTED  
 PH2092* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 PH2092  ___________________________________________________________________
 PH2092  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 PH2092  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 PH2092
 PH2092  HORZ ORDER  -  SECOND
 PH2092
 PH2092.The horizontal coordinates were established by classical geodetic methods
 PH2092.and adjusted by the National Geodetic Survey in January 1999..
 PH2092
 PH2092.The orthometric height was scaled from a topographic map.
 PH2092
 PH2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2092
 PH2092.The geoid height was determined by GEOID03.
 PH2092
 PH2092;                    North         East     Units Scale Factor Converg.
 PH2092;SPC NY C     -   484,162.903   304,973.056   MT  0.99997465   +0 28 55.6
 PH2092;SPC NY C     - 1,588,457.79  1,000,565.77   sFT  0.99997465   +0 28 55.6
 PH2092;SPC NY E     -   614,372.717    38,896.264   MT  1.00005176   -0 58 28.2
 PH2092;SPC NY E     - 2,015,654.49    127,612.16   sFT  1.00005176   -0 58 28.2
 PH2092;UTM  18      - 4,911,913.882   428,775.698   MT  0.99966239   -0 37 29.5
 PH2092
 PH2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2092!SPC NY C     -   0.99999238  x   0.99997465  =   0.99996703
 PH2092!SPC NY E     -   0.99999238  x   1.00005176  =   1.00004414
 PH2092!UTM  18      -   0.99999238  x   0.99966239  =   0.99965477
 PH2092
 PH2092|---------------------------------------------------------------------|
 PH2092| PID    Reference Object                     Distance      Geod. Az  |
 PH2092|                                                           dddmmss.s |
 PH2092| CZ8998 178 RM 1                             25.938 METERS 02124     |
 PH2092| PH2096 HEART IS BOLDT CASTLE SPIRE         APPROX. 2.7 KM 2390136.1 |
 PH2092| PH2094 WELLS ISLAND STANDPIPE              APPROX. 4.3 KM 2581228.7 |
 PH2092| PH2091 NO 178 ECC IWC 1940                  25.928 METERS 31942     |
 PH2092|---------------------------------------------------------------------|
 PH2092
 PH2092                          SUPERSEDED SURVEY CONTROL
 PH2092
 PH2092  NAD 83(1986)-  44 21 25.21229(N)    075 53 37.48812(W) AD(       ) 2
 PH2092  NAD 27      -  44 21 25.04900(N)    075 53 38.64700(W) AD(       ) 2
 PH2092
 PH2092.Superseded values are not recommended for survey control.
 PH2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2092.See file dsdata.txt to determine how the superseded data were derived.
 PH2092
 PH2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2877611914(NAD 83)
 PH2092_MARKER: DS = TRIANGULATION STATION DISK
 PH2092_SETTING: 0 = UNSPECIFIED SETTING
 PH2092
 PH2092  HISTORY     - Date     Condition        Report By
 PH2092  HISTORY     - 1942     MONUMENTED       CGS
 PH2092  HISTORY     - 1957     GOOD             IBC
 PH2092  HISTORY     - 1971     GOOD             LOCSUR
 PH2092
 PH2092                          STATION DESCRIPTION
 PH2092
 PH2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2092'STATION IS LOCATED ABOUT 2 MILES NE OF ALEXANDRIA BAY AND ABOUT
 PH2092'6 MILES NW OF REDWOOD.  MARK IS SET IN BEDROCK ABOUT 27 METERS SE
 PH2092'OF THE WATERS EDGE AND ABOUT 15 FEET W OF THE W CORNER OF A SUMMER
 PH2092'RESIDENCE NAMED CASA LINDA.  MARK IS STAMPED NO 178 IWC 1942 1942.
 PH2092'
 PH2092'REFERENCE MARK NO. 1 IS 11 PACES NE OF THE NE CORNER OF CASA
 PH2092'LINDA AND 9 PACES S OF AN 8-INCH PINE TREE.  MARK IS SET IN THE
 PH2092'E EDGE OF A LARGE OUTCROPPING AND IS STAMPED NO 178 IWC 1942.
 PH2092'
 PH2092'REFERENCE MARK NO. 2 IS NO 178 IWC ECC.  MARK IS LOCATED ON THE
 PH2092'SHELVING ROCK JUST INSIDE THE CASA LINDA DOCK.  IT IS ABOUT 2
 PH2092'METERS SE OF THE WATERS EDGE AND ABOUT 4 PACES EASTERLY FROM THE
 PH2092'W END OF THE DOCK.  IT IS MARKED BY A STANDARD INTERNATIONAL
 PH2092'BOUNDARY COMMISSION DISK WHICH IS NOT STAMPED.
 PH2092'
 PH2092'NO AZIMUTH MARK WAS SET.  EITHER BOLDT CASTLE SPIRE OR THE WELLS
 PH2092'ISLAND STANDPIPE COULD BE USED.
 PH2092'
 PH2092'TO REACH THE STATION FROM ALEXANDRIA BAY AT THE INTERSECTION OF
 PH2092'JAMES AND CHURCH STREETS, GO SE ON CHURCH STREET AND STATE
 PH2092'ROUTE 26 FOR 0.1 MILE TO WALTON STREET ON THE LEFT.  TURN LEFT
 PH2092'AND GO 0.85 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.85 MILE
 PH2092'TO A SIDE ROAD LEFT AT A SIGN DINGMAN POINT BUNGALOWS, TURN LEFT
 PH2092'AND 0.75 MILE TO A SIDE ROAD LEFT WHICH IS THE DRIVE TO CASA
 PH2092'LINDA COTTAGE, TURN LEFT AND GO 0.1 MILE TO COTTAGE AND STATION.
 PH2092'
 PH2092'STATION NO 178 IWC ECC. WAS CONNECTED BY TRAVERSE.
 PH2092'
 PH2092'90-FT. TOWER AT GRANITE IS VISIBLE FROM THE GROUND.
 PH2092'
 PH2092'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 PH2092
 PH2092                          STATION RECOVERY (1957)
 PH2092
 PH2092'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2092'STATION RECOVERED IN GOOD CONDITION.
 PH2092
 PH2092                          STATION RECOVERY (1971)
 PH2092
 PH2092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 PH2092'RECOVERED BY DISKERSON, CZERWINSKI, AND WARNECK.
 PH2092'
 PH2092'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0055 ***********************************************************************
 NA0055  DESIGNATION -  178.0
 NA0055  PID         -  NA0055
 NA0055  STATE/COUNTY-  NY/MONTGOMERY
 NA0055  USGS QUAD   -  AMSTERDAM (1980)
 NA0055
 NA0055                         *CURRENT SURVEY CONTROL
 NA0055  ___________________________________________________________________
 NA0055* NAD 83(1986)-  42 57 22.     (N)    074 13 33.     (W)     SCALED    
 NA0055* NAVD 88     -        82.957  (meters)     272.17   (feet)  ADJUSTED  
 NA0055  ___________________________________________________________________
 NA0055  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 NA0055  DYNAMIC HT  -          82.935 (meters)     272.10  (feet)  COMP
 NA0055  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 NA0055
 NA0055  VERT ORDER  -  FIRST     CLASS II
 NA0055
 NA0055.The horizontal coordinates were scaled from a topographic map and have
 NA0055.an estimated accuracy of +/- 6 seconds.
 NA0055
 NA0055.The orthometric height was determined by differential leveling
 NA0055.and adjusted by the National Geodetic Survey in June 1991..
 NA0055
 NA0055.The geoid height was determined by GEOID03.
 NA0055
 NA0055.The dynamic height is computed by dividing the NAVD 88
 NA0055.geopotential number by the normal gravity value computed on the
 NA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0055.degrees latitude (g = 980.6199 gals.).
 NA0055
 NA0055.The modeled gravity was interpolated from observed gravity values.
 NA0055
 NA0055;                    North         East    Units  Estimated Accuracy
 NA0055;SPC NY E     -   457,830.      172,370.      MT  (+/- 180 meters Scaled)
 NA0055
 NA0055                          SUPERSEDED SURVEY CONTROL
 NA0055
 NA0055  NGVD 29 (??/??/92)   83.115  (m)          272.69   (f) ADJ UNCH    1 2
 NA0055
 NA0055.Superseded values are not recommended for survey control.
 NA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0055.See file dsdata.txt to determine how the superseded data were derived.
 NA0055
 NA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN631562(NAD 83)
 NA0055_MARKER: Q = CHISELED SQUARE
 NA0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0055_SP_SET: STONE
 NA0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0055+STABILITY: SURFACE MOTION
 NA0055
 NA0055  HISTORY     - Date     Condition        Report By
 NA0055  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0055  HISTORY     - 1931     GOOD             NGS
 NA0055  HISTORY     - 1975     MARK NOT FOUND   SELLS
 NA0055
 NA0055                          STATION DESCRIPTION
 NA0055
 NA0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0055'0.5 MI E FROM FT JOHNSON.
 NA0055'0.5 MILES EAST OF BY RAIL ON RIGHT OF WAY OF NEW YORK CENTRAL
 NA0055'RAILROAD.  ON SOUTH SIDE OF TRACKS.  ON MILEPOST N.Y. 178.
 NA0055
 NA0055                          STATION RECOVERY (1975)
 NA0055
 NA0055'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 NA0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1482 ***********************************************************************
 PH1482  DESIGNATION -  1789
 PH1482  PID         -  PH1482
 PH1482  STATE/COUNTY-  NY/HAMILTON
 PH1482  USGS QUAD   -  WOLF MOUNTAIN (1968)
 PH1482
 PH1482                         *CURRENT SURVEY CONTROL
 PH1482  ___________________________________________________________________
 PH1482* NAD 83(1986)-  44 00 15.     (N)    074 46 37.     (W)     SCALED    
 PH1482* NAVD 88     -       544.914  (meters)    1787.77   (feet)  ADJUSTED  
 PH1482  ___________________________________________________________________
 PH1482  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 PH1482  DYNAMIC HT  -         544.799 (meters)    1787.39  (feet)  COMP
 PH1482  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 PH1482
 PH1482  VERT ORDER  -  FIRST     CLASS I
 PH1482
 PH1482.The horizontal coordinates were scaled from a topographic map and have
 PH1482.an estimated accuracy of +/- 6 seconds.
 PH1482
 PH1482.The orthometric height was determined by differential leveling
 PH1482.and adjusted by the National Geodetic Survey in June 1991..
 PH1482
 PH1482.The geoid height was determined by GEOID03.
 PH1482
 PH1482.The dynamic height is computed by dividing the NAVD 88
 PH1482.geopotential number by the normal gravity value computed on the
 PH1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1482.degrees latitude (g = 980.6199 gals.).
 PH1482
 PH1482.The modeled gravity was interpolated from observed gravity values.
 PH1482
 PH1482;                    North         East    Units  Estimated Accuracy
 PH1482;SPC NY E     -   574,260.      127,790.      MT  (+/- 180 meters Scaled)
 PH1482
 PH1482                          SUPERSEDED SURVEY CONTROL
 PH1482
 PH1482  NGVD 29 (??/??/92)  544.999  (m)         1788.05   (f) ADJ UNCH    1 1
 PH1482
 PH1482.Superseded values are not recommended for survey control.
 PH1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1482.See file dsdata.txt to determine how the superseded data were derived.
 PH1482
 PH1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP178723(NAD 83)
 PH1482_MARKER: DD = SURVEY DISK
 PH1482_SETTING: 66 = SET IN ROCK OUTCROP
 PH1482_SP_SET: ROCK LEDGE
 PH1482_STAMPING: 1789 ALBANY
 PH1482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1482+STABILITY: POSITION/ELEVATION WELL
 PH1482
 PH1482  HISTORY     - Date     Condition        Report By
 PH1482  HISTORY     - UNK      MONUMENTED       USGS
 PH1482  HISTORY     - 1975     GOOD             NGS
 PH1482
 PH1482                          STATION DESCRIPTION
 PH1482
 PH1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH1482'19.10 MI N FROM BIG MOOSE.
 PH1482'19.10 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 PH1482'AT BIG MOOSE, AT NE-HA-SA-NE, ABOUT 200 FEET SOUTH OF THE ABANDONED
 PH1482'RAILROAD STATION, SET INCLINED IN THE EAST FACE OF A ROCK LEDGE, 22.8
 PH1482'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK. NOTE-- THE RIGHT SIDE OF
 PH1482'THE DISK IS BROKEN, USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0338 ***********************************************************************
 PH0338  DESIGNATION -  1789
 PH0338  PID         -  PH0338
 PH0338  STATE/COUNTY-  NY/HAMILTON
 PH0338  USGS QUAD   -  
 PH0338
 PH0338                         *CURRENT SURVEY CONTROL
 PH0338  ___________________________________________________________________
 PH0338* NAD 83(1986)-  44 04 59.     (N)    074 41 50.     (W)     SCALED    
 PH0338* NAVD 88     -       544.978  (meters)    1787.98   (feet)  ADJUSTED  
 PH0338  ___________________________________________________________________
 PH0338  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 PH0338  DYNAMIC HT  -         544.869 (meters)    1787.62  (feet)  COMP
 PH0338  MODELED GRAV-     980,399.8   (mgal)                       NAVD 88
 PH0338
 PH0338  VERT ORDER  -  FIRST     CLASS I
 PH0338
 PH0338.The horizontal coordinates were scaled from a topographic map and have
 PH0338.an estimated accuracy of +/- 6 seconds.
 PH0338
 PH0338.The orthometric height was determined by differential leveling
 PH0338.and adjusted by the National Geodetic Survey in June 1991..
 PH0338
 PH0338.The geoid height was determined by GEOID03.
 PH0338
 PH0338.The dynamic height is computed by dividing the NAVD 88
 PH0338.geopotential number by the normal gravity value computed on the
 PH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0338.degrees latitude (g = 980.6199 gals.).
 PH0338
 PH0338.The modeled gravity was interpolated from observed gravity values.
 PH0338
 PH0338;                    North         East    Units  Estimated Accuracy
 PH0338;SPC NY E     -   583,010.      134,210.      MT  (+/- 180 meters Scaled)
 PH0338
 PH0338                          SUPERSEDED SURVEY CONTROL
 PH0338
 PH0338.No superseded survey control is available for this station.
 PH0338
 PH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP242811(NAD 83)
 PH0338_MARKER: DD = SURVEY DISK
 PH0338_SETTING: 66 = SET IN ROCK OUTCROP
 PH0338_SP_SET: BEDROCK
 PH0338_STAMPING: 1789
 PH0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0338+STABILITY: POSITION/ELEVATION WELL
 PH0338
 PH0338  HISTORY     - Date     Condition        Report By
 PH0338  HISTORY     - UNK      MONUMENTED       USGS
 PH0338  HISTORY     - 1975     GOOD             NGS
 PH0338
 PH0338                          STATION DESCRIPTION
 PH0338
 PH0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0338'26.45 MI NE FROM BIG MOOSE.
 PH0338'ABOUT 26.45 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 PH0338'STATION AT BIG MOOSE, 0.10 MILES NORTHEAST OF THE OLD STATION AT
 PH0338'SABATTIS, 0.10 MILES SOUTHWEST OF THE ST. LAWRENCE AND HAMILTON COUNTY
 PH0338'LINE, 135.0 FEET SOUTH OF THE GRAVEL ROAD CROSSING, 29.9 FEET
 PH0338'SOUTHWEST OF THE SOUTHWEST RAIL, 11.3 FEET SOUTHWEST OF THE
 PH0338'APPROXIMATE CENTERLINE OF A GRAVEL ROAD, SET VERTICALLY IN THE
 PH0338'NORTHWEST FACE OF BED ROCK, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 PH0338'THIS BENCHMARK CAN ALSO BE REACHED BY GOING 19.55 MILES SOUTHWEST
 PH0338'ALONG THE PENN CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 3
 PH0338'AT TUPPER LAKE, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2175 ***********************************************************************
 PH2175  DESIGNATION -  179 IWC
 PH2175  PID         -  PH2175
 PH2175  STATE/COUNTY-  NY/JEFFERSON
 PH2175  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2175
 PH2175                         *CURRENT SURVEY CONTROL
 PH2175  ___________________________________________________________________
 PH2175* NAD 83(1996)-  44 23 26.69223(N)    075 53 13.49771(W)     ADJUSTED  
 PH2175* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 PH2175  ___________________________________________________________________
 PH2175  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 PH2175  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 PH2175
 PH2175  HORZ ORDER  -  THIRD
 PH2175
 PH2175.The horizontal coordinates were established by classical geodetic methods
 PH2175.and adjusted by the National Geodetic Survey in January 1999..
 PH2175
 PH2175.The orthometric height was scaled from a topographic map.
 PH2175
 PH2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2175
 PH2175.The geoid height was determined by GEOID03.
 PH2175
 PH2175;                    North         East     Units Scale Factor Converg.
 PH2175;SPC NY C     -   487,917.003   305,472.374   MT  0.99997533   +0 29 13.5
 PH2175;SPC NY C     - 1,600,774.37  1,002,203.95   sFT  0.99997533   +0 29 13.5
 PH2175;UTM  18      - 4,915,656.460   429,347.294   MT  0.99966139   -0 37 14.1
 PH2175
 PH2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2175!SPC NY C     -   0.99999221  x   0.99997533  =   0.99996754
 PH2175!UTM  18      -   0.99999221  x   0.99966139  =   0.99965361
 PH2175
 PH2175:                Primary Azimuth Mark                     Grid Az
 PH2175:SPC NY C     -  177 IWC                                  049 22 21.4
 PH2175:UTM  18      -  177 IWC                                  050 28 49.0
 PH2175
 PH2175|---------------------------------------------------------------------|
 PH2175| PID    Reference Object                     Distance      Geod. Az  |
 PH2175|                                                           dddmmss.s |
 PH2175| PH2082 177 IWC                             APPROX. 2.1 KM 0495134.9 |
 PH2175|---------------------------------------------------------------------|
 PH2175
 PH2175                          SUPERSEDED SURVEY CONTROL
 PH2175
 PH2175  NAD 83(1986)-  44 23 26.69791(N)    075 53 13.50073(W) AD(       ) 3
 PH2175  NAD 27      -  44 23 26.53400(N)    075 53 14.65300(W) AD(       ) 3
 PH2175
 PH2175.Superseded values are not recommended for survey control.
 PH2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2175.See file dsdata.txt to determine how the superseded data were derived.
 PH2175
 PH2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2934715656(NAD 83)
 PH2175_MARKER: DD = SURVEY DISK
 PH2175_SETTING: 66 = SET IN ROCK OUTCROP
 PH2175_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2175+STABILITY: POSITION/ELEVATION WELL
 PH2175
 PH2175  HISTORY     - Date     Condition        Report By
 PH2175  HISTORY     - 1911     MONUMENTED       IBWC
 PH2175  HISTORY     - 1957     GOOD             IBC
 PH2175
 PH2175                          STATION DESCRIPTION
 PH2175
 PH2175'DESCRIBED BY INT BDRY WTR COMM 1911
 PH2175'OFF THE SOUTHEASTERN SHORE OF GRENADIER ISLAND IN THE ST LAWRENCE
 PH2175'RIVER, ABOUT 1 MILE NORTHEAST OF THE SOUTHWEST END OF THE ISLAND.  ON
 PH2175'AN ISLAND ABOUT 60 FEET WIDE AND 200 FEET LONG LYING EAST OF THE
 PH2175'NARROW CHANNEL SEPARATING BLOOMFIELD ISLAND FROM MCMAHON ISLAND.  THE
 PH2175'STATION IS ON THE FLAT ROCKY POINT AT THE SOUTHERN END OF THE SMALL
 PH2175'ISLAND, 5 FEET BACK FROM THE SHORE LINE, AND 2 FEET ABOVE THE LEVEL OF
 PH2175'THE WATER IN THE RIVER.
 PH2175'
 PH2175'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2175'DISK STATION MARK SET IN A DRILL HOLE IN SOLID ROCK.
 PH2175
 PH2175                          STATION RECOVERY (1957)
 PH2175
 PH2175'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2175'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0437 ***********************************************************************
 NA0437  DESIGNATION -  1790
 NA0437  PID         -  NA0437
 NA0437  STATE/COUNTY-  NY/GREENE
 NA0437  USGS QUAD   -  HUNTER (1980)
 NA0437
 NA0437                         *CURRENT SURVEY CONTROL
 NA0437  ___________________________________________________________________
 NA0437* NAD 83(1986)-  42 08 24.     (N)    074 12 41.     (W)     SCALED    
 NA0437* NAVD 88     -       545.748  (meters)    1790.51   (feet)  ADJUSTED  
 NA0437  ___________________________________________________________________
 NA0437  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 NA0437  DYNAMIC HT  -         545.538 (meters)    1789.82  (feet)  COMP
 NA0437  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 NA0437
 NA0437  VERT ORDER  -  SECOND    CLASS 0
 NA0437
 NA0437.The horizontal coordinates were scaled from a topographic map and have
 NA0437.an estimated accuracy of +/- 6 seconds.
 NA0437
 NA0437.The orthometric height was determined by differential leveling
 NA0437.and adjusted by the National Geodetic Survey in June 1991..
 NA0437
 NA0437.The geoid height was determined by GEOID03.
 NA0437
 NA0437.The dynamic height is computed by dividing the NAVD 88
 NA0437.geopotential number by the normal gravity value computed on the
 NA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0437.degrees latitude (g = 980.6199 gals.).
 NA0437
 NA0437.The modeled gravity was interpolated from observed gravity values.
 NA0437
 NA0437;                    North         East    Units  Estimated Accuracy
 NA0437;SPC NY E     -   367,190.      173,860.      MT  (+/- 180 meters Scaled)
 NA0437
 NA0437                          SUPERSEDED SURVEY CONTROL
 NA0437
 NA0437  NGVD 29 (??/??/92)  545.939  (m)         1791.13   (f) ADJ UNCH    2 0
 NA0437
 NA0437.Superseded values are not recommended for survey control.
 NA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0437.See file dsdata.txt to determine how the superseded data were derived.
 NA0437
 NA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM651656(NAD 83)
 NA0437_MARKER: DD = SURVEY DISK
 NA0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0437_SP_SET: BRIDGE
 NA0437_STAMPING: 1790 ALBANY
 NA0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0437
 NA0437  HISTORY     - Date     Condition        Report By
 NA0437  HISTORY     - UNK      MONUMENTED       USGS
 NA0437  HISTORY     - 1942     GOOD             NGS
 NA0437
 NA0437                          STATION DESCRIPTION
 NA0437
 NA0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0437'5.1 MI N FROM WILLOW.
 NA0437'5.1 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT WILLOW,
 NA0437'AT EDGEWOOD, ABOUT 300 FEET SOUTH OF THE INTERSECTION OF THE HIGHWAY
 NA0437'AND THE OLD COUNTY ROAD LEADING SOUTH INTO THE MOUNTAINS, SET IN THE
 NA0437'EAST CORNER OF THE NORTH ABUTMENT OF THE OLD RAILROAD BRIDGE OVER
 NA0437'ROAD, ABOUT 15 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD, ABOUT
 NA0437'12 FEET ABOVE ROAD LEVEL.  A U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0135 ***********************************************************************
 OE0135  DESIGNATION -  1791 A
 OE0135  PID         -  OE0135
 OE0135  STATE/COUNTY-  NY/HAMILTON
 OE0135  USGS QUAD   -  
 OE0135
 OE0135                         *CURRENT SURVEY CONTROL
 OE0135  ___________________________________________________________________
 OE0135* NAD 83(1986)-  43 28 12.     (N)    074 24 42.     (W)     SCALED    
 OE0135* NAVD 88     -       545.710  (meters)    1790.38   (feet)  ADJUSTED  
 OE0135  ___________________________________________________________________
 OE0135  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OE0135  DYNAMIC HT  -         545.568 (meters)    1789.92  (feet)  COMP
 OE0135  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 OE0135
 OE0135  VERT ORDER  -  SECOND    CLASS 0
 OE0135
 OE0135.The horizontal coordinates were scaled from a topographic map and have
 OE0135.an estimated accuracy of +/- 6 seconds.
 OE0135
 OE0135.The orthometric height was determined by differential leveling
 OE0135.and adjusted by the National Geodetic Survey in June 1991..
 OE0135
 OE0135.The geoid height was determined by GEOID03.
 OE0135
 OE0135.The dynamic height is computed by dividing the NAVD 88
 OE0135.geopotential number by the normal gravity value computed on the
 OE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0135.degrees latitude (g = 980.6199 gals.).
 OE0135
 OE0135.The modeled gravity was interpolated from observed gravity values.
 OE0135
 OE0135;                    North         East    Units  Estimated Accuracy
 OE0135;SPC NY E     -   514,890.      157,150.      MT  (+/- 180 meters Scaled)
 OE0135
 OE0135                          SUPERSEDED SURVEY CONTROL
 OE0135
 OE0135  NGVD 29 (??/??/92)  545.804  (m)         1790.69   (f) ADJ UNCH    2 0
 OE0135
 OE0135.Superseded values are not recommended for survey control.
 OE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0135.See file dsdata.txt to determine how the superseded data were derived.
 OE0135
 OE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP475131(NAD 83)
 OE0135_MARKER: DB = BENCH MARK DISK
 OE0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0135_SP_SET: WALL
 OE0135_STAMPING: 1791 A
 OE0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0135+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 OE0135
 OE0135  HISTORY     - Date     Condition        Report By
 OE0135  HISTORY     - UNK      MONUMENTED       USGS
 OE0135  HISTORY     - 1935     GOOD             NGS
 OE0135  HISTORY     - 20020815 POOR             USPSQD
 OE0135  HISTORY     - 20050714 GOOD             NYDT
 OE0135
 OE0135                          STATION DESCRIPTION
 OE0135
 OE0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0135'IN LAKE PLEASANT.
 OE0135'A IS LOCATED AT LAKE PLEASANT.  STANDARD TABLET SET IN STONE MASONRY
 OE0135'WALL OF JAIL.  3.5 FEET ABOVE THE GROUND.  6 INCHES FROM NORTHEAST
 OE0135'CORNER.
 OE0135
 OE0135                          STATION RECOVERY (2002)
 OE0135
 OE0135'RECOVERY NOTE BY US POWER SQUADRON 2002 (FAS)
 OE0135'MARK RECOVERED IN POOR CONDITION.
 OE0135
 OE0135                          STATION RECOVERY (2005)
 OE0135
 OE0135'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE0135'MARK RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5100 ***********************************************************************
 KU5100  DESIGNATION -  17E 03N
 KU5100  PID         -  KU5100
 KU5100  STATE/COUNTY-  NY/NASSAU
 KU5100  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5100
 KU5100                         *CURRENT SURVEY CONTROL
 KU5100  ___________________________________________________________________
 KU5100* NAD 83(1996)-  40 36 12.03745(N)    073 27 40.51618(W)     ADJUSTED  
 KU5100* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU5100  ___________________________________________________________________
 KU5100  X           -   1,380,434.793 (meters)                     COMP
 KU5100  Y           -  -4,648,723.517 (meters)                     COMP
 KU5100  Z           -   4,129,061.758 (meters)                     COMP
 KU5100  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KU5100  ELLIP HEIGHT-         -27.19  (meters)          (12/03/02) GPS OBS
 KU5100  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KU5100
 KU5100  HORZ ORDER  -  FIRST
 KU5100  ELLP ORDER  -  FOURTH    CLASS II
 KU5100
 KU5100.The horizontal coordinates were established by GPS observations
 KU5100.and adjusted by the National Geodetic Survey in January 1999..
 KU5100
 KU5100.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5100
 KU5100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5100
 KU5100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5100
 KU5100.The ellipsoidal height was determined by GPS observations
 KU5100.and is referenced to NAD 83.
 KU5100
 KU5100.The geoid height was determined by GEOID03.
 KU5100
 KU5100;                    North         East     Units Scale Factor Converg.
 KU5100;SPC NY L     -    48,631.190   345,597.999   MT  1.00000413   +0 21 08.6
 KU5100;SPC NY L     -   159,550.83  1,133,849.44   sFT  1.00000413   +0 21 08.6
 KU5100;UTM  18      - 4,495,863.849   630,185.978   MT  0.99980862   +1 00 05.7
 KU5100
 KU5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5100!SPC NY L     -   1.00000427  x   1.00000413  =   1.00000840
 KU5100!UTM  18      -   1.00000427  x   0.99980862  =   0.99981288
 KU5100
 KU5100:                Primary Azimuth Mark                     Grid Az
 KU5100:SPC NY L     -  17E 03N AZ                               074 10 22.1
 KU5100:UTM  18      -  17E 03N AZ                               073 31 25.0
 KU5100
 KU5100|---------------------------------------------------------------------|
 KU5100| PID    Reference Object                     Distance      Geod. Az  |
 KU5100|                                                           dddmmss.s |
 KU5100| KU5115 17E 03N AZ                          APPROX. 0.8 KM 0743130.7 |
 KU5100|---------------------------------------------------------------------|
 KU5100
 KU5100                          SUPERSEDED SURVEY CONTROL
 KU5100
 KU5100  ELLIP H (01/11/99)  -27.19   (m)                       GP(       ) 4 1
 KU5100  NAD 83(1986)-  40 36 12.04065(N)    073 27 40.51436(W) AD(       ) 1
 KU5100  NGVD 29 (03/24/92)    4.7    (m)           15.     (f) GPS OBS        
 KU5100
 KU5100.Superseded values are not recommended for survey control.
 KU5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5100.See file dsdata.txt to determine how the superseded data were derived.
 KU5100
 KU5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK3018695864(NAD 83)
 KU5100_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5100_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5100_STAMPING: 17E03N
 KU5100_MARK LOGO: NYDPW 
 KU5100_PROJECTION: RECESSED 8 CENTIMETERS
 KU5100_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5100+STABILITY: POSITION/ELEVATION WELL
 KU5100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5100+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5100_ROD/PIPE-DEPTH: 10.3 meters
 KU5100_SLEEVE-DEPTH  : 1.52 meters
 KU5100
 KU5100  HISTORY     - Date     Condition        Report By
 KU5100  HISTORY     - 1989     MONUMENTED       SBAS
 KU5100  HISTORY     - 19910503 GOOD
 KU5100
 KU5100                          STATION DESCRIPTION
 KU5100
 KU5100'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5100'THE POINT IS LOCATED IN JONES BEACH, TOWN OF OYSTER, ON THE MEDIAN OF
 KU5100'OCEAN PARKWAY, 2.5 MILES (4.0 KM) EAST OF THE WANTAGH STATE
 KU5100'PARKWAY,IN THE GRASS.
 KU5100'THE LOCATION TIES ARE 71.4 FEET (21.8 M) FROM THE WOOD LIGHT POLE
 KU5100'NUMBER 247, 74.4 FEET (22.7 M) FROM THE 3RD PINE TREE WEST OF THE
 KU5100'POLE AND 3.7 FEET (1.1 M) FROM THE FACE OF THE CURB ON THE NORTH SIDE
 KU5100'OF THE EASTBOUND LANES.
 KU5100
 KU5100                          STATION RECOVERY (1991)
 KU5100
 KU5100'RECOVERED 1991
 KU5100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5115 ***********************************************************************
 KU5115  DESIGNATION -  17E 03N AZ
 KU5115  PID         -  KU5115
 KU5115  STATE/COUNTY-  NY/NASSAU
 KU5115  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5115
 KU5115                         *CURRENT SURVEY CONTROL
 KU5115  ___________________________________________________________________
 KU5115* NAD 83(1996)-  40 36 18.58520(N)    073 27 09.47948(W)     ADJUSTED  
 KU5115* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU5115  ___________________________________________________________________
 KU5115  X           -   1,381,096.830 (meters)                     COMP
 KU5115  Y           -  -4,648,389.730 (meters)                     COMP
 KU5115  Z           -   4,129,215.087 (meters)                     COMP
 KU5115  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 KU5115  ELLIP HEIGHT-         -27.21  (meters)          (12/03/02) GPS OBS
 KU5115  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU5115
 KU5115  HORZ ORDER  -  FIRST
 KU5115  ELLP ORDER  -  FOURTH    CLASS II
 KU5115
 KU5115.The horizontal coordinates were established by GPS observations
 KU5115.and adjusted by the National Geodetic Survey in January 1999..
 KU5115
 KU5115.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5115
 KU5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5115
 KU5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5115
 KU5115.The ellipsoidal height was determined by GPS observations
 KU5115.and is referenced to NAD 83.
 KU5115
 KU5115.The geoid height was determined by GEOID03.
 KU5115
 KU5115;                    North         East     Units Scale Factor Converg.
 KU5115;SPC NY L     -    48,837.683   346,326.412   MT  1.00000399   +0 21 28.9
 KU5115;SPC NY L     -   160,228.30  1,136,239.24   sFT  1.00000399   +0 21 28.9
 KU5115;UTM  18      - 4,496,078.541   630,911.863   MT  0.99981095   +1 00 26.0
 KU5115
 KU5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5115!SPC NY L     -   1.00000427  x   1.00000399  =   1.00000826
 KU5115!UTM  18      -   1.00000427  x   0.99981095  =   0.99981522
 KU5115
 KU5115:                Primary Azimuth Mark                     Grid Az
 KU5115:SPC NY L     -  17E 03N                                  254 10 22.0
 KU5115:UTM  18      -  17E 03N                                  253 31 24.9
 KU5115
 KU5115|---------------------------------------------------------------------|
 KU5115| PID    Reference Object                     Distance      Geod. Az  |
 KU5115|                                                           dddmmss.s |
 KU5115| KU5100 17E 03N                             APPROX. 0.8 KM 2543150.9 |
 KU5115|---------------------------------------------------------------------|
 KU5115
 KU5115                          SUPERSEDED SURVEY CONTROL
 KU5115
 KU5115  ELLIP H (01/11/99)  -27.21   (m)                       GP(       ) 4 1
 KU5115  NAD 83(1986)-  40 36 18.58849(N)    073 27 09.47778(W) AD(       ) 1
 KU5115  NGVD 29 (03/24/92)    4.7    (m)           15.     (f) GPS OBS        
 KU5115
 KU5115.Superseded values are not recommended for survey control.
 KU5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5115.See file dsdata.txt to determine how the superseded data were derived.
 KU5115
 KU5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK3091296079(NAD 83)
 KU5115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5115_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5115_STAMPING: 17E03NAZ
 KU5115_MARK LOGO: NYDPW 
 KU5115_PROJECTION: RECESSED 8 CENTIMETERS
 KU5115_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5115+STABILITY: POSITION/ELEVATION WELL
 KU5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5115+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 KU5115_ROD/PIPE-DEPTH: 11.5 meters
 KU5115_SLEEVE-DEPTH  : 1.52 meters
 KU5115
 KU5115  HISTORY     - Date     Condition        Report By
 KU5115  HISTORY     - 1989     MONUMENTED       SBAS
 KU5115  HISTORY     - 19900517 GOOD
 KU5115
 KU5115                          STATION DESCRIPTION
 KU5115
 KU5115'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5115'THE POINT IS LOCATED IN JONES BEACH, TOWN OF OYSTER BAY, ON THE MEDIAN
 KU5115'ON OCEAN PARKWAY, 3 MILES (4.8 KM) EAST OF THE WANTAGH STATE
 KU5115'PARKWAY,IN THE GRASS.
 KU5115'THE LOCATION TIES ARE 54.4 FEET (16.6 M) FROM THE POLE NUMBER 264,
 KU5115'62.0 FEET (18.9 M) FROM THE POLE NUMBER 263 AND 3.4 FEET (1.0 M) FROM
 KU5115'THE FACE OF THE CURB ON THE NORTH SIDE OF THE EASTBOUND LANES.
 KU5115'THIS POINT IS A COMMON AZIMUTH POINT FOR BOTH OF THE FOLLOWING
 KU5115'POINTS,17E03N(SSN1703) AND 18E04N(SSN1804).
 KU5115
 KU5115                          STATION RECOVERY (1990)
 KU5115
 KU5115'RECOVERED 1990
 KU5115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5101 ***********************************************************************
 KU5101  DESIGNATION -  17E 07N
 KU5101  PID         -  KU5101
 KU5101  STATE/COUNTY-  NY/NASSAU
 KU5101  USGS QUAD   -  AMITYVILLE (1979)
 KU5101
 KU5101                         *CURRENT SURVEY CONTROL
 KU5101  ___________________________________________________________________
 KU5101* NAD 83(1996)-  40 39 08.81123(N)    073 27 38.78601(W)     ADJUSTED  
 KU5101* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KU5101  ___________________________________________________________________
 KU5101  X           -   1,379,462.591 (meters)                     COMP
 KU5101  Y           -  -4,645,306.760 (meters)                     COMP
 KU5101  Z           -   4,133,198.813 (meters)                     COMP
 KU5101  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 KU5101  ELLIP HEIGHT-         -29.29  (meters)          (12/03/02) GPS OBS
 KU5101  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU5101
 KU5101  HORZ ORDER  -  FIRST
 KU5101  ELLP ORDER  -  FOURTH    CLASS II
 KU5101
 KU5101.The horizontal coordinates were established by GPS observations
 KU5101.and adjusted by the National Geodetic Survey in January 1999..
 KU5101
 KU5101.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5101
 KU5101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5101
 KU5101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5101
 KU5101.The ellipsoidal height was determined by GPS observations
 KU5101.and is referenced to NAD 83.
 KU5101
 KU5101.The geoid height was determined by GEOID03.
 KU5101
 KU5101;                    North         East     Units Scale Factor Converg.
 KU5101;SPC NY L     -    54,084.169   345,605.109   MT  1.00000082   +0 21 09.7
 KU5101;SPC NY L     -   177,441.14  1,133,872.76   sFT  1.00000082   +0 21 09.7
 KU5101;UTM  18      - 4,501,315.501   630,131.266   MT  0.99980844   +1 00 10.4
 KU5101
 KU5101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5101!SPC NY L     -   1.00000459  x   1.00000082  =   1.00000541
 KU5101!UTM  18      -   1.00000459  x   0.99980844  =   0.99981303
 KU5101
 KU5101|---------------------------------------------------------------------|
 KU5101| PID    Reference Object                     Distance      Geod. Az  |
 KU5101|                                                           dddmmss.s |
 KU5101| KU5116 17E 07N AZ                          159.677 METERS 24554     |
 KU5101|---------------------------------------------------------------------|
 KU5101
 KU5101                          SUPERSEDED SURVEY CONTROL
 KU5101
 KU5101  ELLIP H (01/11/99)  -29.29   (m)                       GP(       ) 4 1
 KU5101  NAD 83(1996)-  40 39 08.81442(N)    073 27 38.78471(W) AD(       ) 1
 KU5101  NAD 83(1992)-  40 39 08.81434(N)    073 27 38.78453(W) AD(       ) 1
 KU5101  NAD 83(1986)-  40 39 08.81468(N)    073 27 38.78498(W) AD(       ) 1
 KU5101  NGVD 29 (03/24/92)    2.4    (m)            8.     (f) GPS OBS        
 KU5101
 KU5101.Superseded values are not recommended for survey control.
 KU5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5101.See file dsdata.txt to determine how the superseded data were derived.
 KU5101
 KU5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3013101316(NAD 83)
 KU5101_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5101_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5101_STAMPING: 17E07N
 KU5101_MARK LOGO: NYDPW 
 KU5101_PROJECTION: RECESSED 8 CENTIMETERS
 KU5101_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5101+STABILITY: POSITION/ELEVATION WELL
 KU5101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5101+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5101_ROD/PIPE-DEPTH: 20.6 meters
 KU5101_SLEEVE-DEPTH  : 1.52 meters
 KU5101
 KU5101  HISTORY     - Date     Condition        Report By
 KU5101  HISTORY     - 1989     MONUMENTED       SBAS
 KU5101  HISTORY     - 19910506 GOOD
 KU5101
 KU5101                          STATION DESCRIPTION
 KU5101
 KU5101'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5101'THE POINT IS LOCATED IN BILTMORE SHORES, TOWN OF OYSTER BAY,IN THE
 KU5101'PARK,194 FEET NORTH OF THE CENTERLINE OF SUNSET BOULEVARD AND 185
 KU5101'FEET (56.4 M) EAST OF THE CENTERLINE OF GLOUCESTER ROAD,IN THE PLAY
 KU5101'AREA SOUTH WEST OF THE BASKETBALL COURTS.
 KU5101'THE LOCATION TIES ARE 13.6 FEET (4.1 M) FROM THE SOUTH WEST CORNER OF
 KU5101'THE 12 FOOT (3.7 M) CHAIN LINK FENCE, 62.4 FEET (19.0 M) FROM THE
 KU5101'WEST GATE POST AND 71.9 FEET (21.9 M) FROM THE NORTH END SWING SET
 KU5101'BAR.
 KU5101
 KU5101                          STATION RECOVERY (1991)
 KU5101
 KU5101'RECOVERED 1991
 KU5101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5116 ***********************************************************************
 KU5116  DESIGNATION -  17E 07N AZ
 KU5116  PID         -  KU5116
 KU5116  STATE/COUNTY-  NY/NASSAU
 KU5116  USGS QUAD   -  AMITYVILLE (1979)
 KU5116
 KU5116                         *CURRENT SURVEY CONTROL
 KU5116  ___________________________________________________________________
 KU5116* NAD 83(1996)-  40 39 06.69716(N)    073 27 44.99009(W)     ADJUSTED  
 KU5116* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 KU5116  ___________________________________________________________________
 KU5116  X           -   1,379,334.792 (meters)                     COMP
 KU5116  Y           -  -4,645,388.408 (meters)                     COMP
 KU5116  Z           -   4,133,148.830 (meters)                     COMP
 KU5116  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 KU5116  ELLIP HEIGHT-         -30.07  (meters)          (12/03/02) GPS OBS
 KU5116  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU5116
 KU5116  HORZ ORDER  -  FIRST
 KU5116  ELLP ORDER  -  FOURTH    CLASS II
 KU5116
 KU5116.The horizontal coordinates were established by GPS observations
 KU5116.and adjusted by the National Geodetic Survey in January 1999..
 KU5116
 KU5116.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5116
 KU5116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5116
 KU5116.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5116
 KU5116.The ellipsoidal height was determined by GPS observations
 KU5116.and is referenced to NAD 83.
 KU5116
 KU5116.The geoid height was determined by GEOID03.
 KU5116
 KU5116;                    North         East     Units Scale Factor Converg.
 KU5116;SPC NY L     -    54,018.063   345,459.758   MT  1.00000086   +0 21 05.7
 KU5116;SPC NY L     -   177,224.26  1,133,395.89   sFT  1.00000086   +0 21 05.7
 KU5116;UTM  18      - 4,501,247.762   629,986.702   MT  0.99980798   +1 00 06.3
 KU5116
 KU5116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5116!SPC NY L     -   1.00000472  x   1.00000086  =   1.00000558
 KU5116!UTM  18      -   1.00000472  x   0.99980798  =   0.99981270
 KU5116
 KU5116|---------------------------------------------------------------------|
 KU5116| PID    Reference Object                     Distance      Geod. Az  |
 KU5116|                                                           dddmmss.s |
 KU5116| KU5101 17E 07N                             159.677 METERS 06554     |
 KU5116|---------------------------------------------------------------------|
 KU5116
 KU5116                          SUPERSEDED SURVEY CONTROL
 KU5116
 KU5116  ELLIP H (01/11/99)  -30.07   (m)                       GP(       ) 4 1
 KU5116  NAD 83(1996)-  40 39 06.70036(N)    073 27 44.98879(W) AD(       ) 1
 KU5116  NAD 83(1992)-  40 39 06.70027(N)    073 27 44.98861(W) AD(       ) 1
 KU5116  NAD 83(1986)-  40 39 06.70063(N)    073 27 44.98907(W) AD(       ) 1
 KU5116  NGVD 29 (03/24/92)    1.6    (m)            5.     (f) GPS OBS        
 KU5116
 KU5116.Superseded values are not recommended for survey control.
 KU5116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5116.See file dsdata.txt to determine how the superseded data were derived.
 KU5116
 KU5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2998701248(NAD 83)
 KU5116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5116_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5116_STAMPING: 17E07NAZ
 KU5116_MARK LOGO: NYDPW 
 KU5116_PROJECTION: RECESSED 8 CENTIMETERS
 KU5116_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5116+STABILITY: POSITION/ELEVATION WELL
 KU5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5116+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5116_ROD/PIPE-DEPTH: 20.6 meters
 KU5116_SLEEVE-DEPTH  : 1.52 meters
 KU5116
 KU5116  HISTORY     - Date     Condition        Report By
 KU5116  HISTORY     - 1989     MONUMENTED       SBAS
 KU5116  HISTORY     - 19910506 GOOD
 KU5116
 KU5116                          STATION DESCRIPTION
 KU5116
 KU5116'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5116'THE POINT IS LOCATED IN BILTMORE SHORES, TOWN OF OYSTER BAY, 68 FEET
 KU5116'(20.7 M) SOUTH OF THE CENTERLINE OF SUNSET BOULEVARD AND 20 FEET
 KU5116'(6.1 M) WEST OF THE CENTERLINE OF RIVIERIA DRIVE WEST,IN THE ASPHALT
 KU5116'WALK.
 KU5116'THE LOCATION TIES ARE 63.2 FEET (19.3 M) FROM THE NEW YORK TELEPHONE
 KU5116'UTILITY POLE NUMBER 1, 51.3 FEET (15.6 M) FROM THE MANHOLE IN THE
 KU5116'CATCH BASIN LOCATED ON THE SOUTH EAST CORNER  AND 34.0 FEET (10.4 M)
 KU5116'FROM THE MANHOLE IN THE CATCH BASIN LOCATED ON THE SOUTH WEST CORNER.
 KU5116
 KU5116                          STATION RECOVERY (1991)
 KU5116
 KU5116'RECOVERED 1991
 KU5116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5102 ***********************************************************************
 KU5102  DESIGNATION -  17E 08N
 KU5102  PID         -  KU5102
 KU5102  STATE/COUNTY-  NY/NASSAU
 KU5102  USGS QUAD   -  AMITYVILLE (1979)
 KU5102
 KU5102                         *CURRENT SURVEY CONTROL
 KU5102  ___________________________________________________________________
 KU5102* NAD 83(1996)-  40 40 10.42262(N)    073 27 37.71491(W)     ADJUSTED  
 KU5102* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 KU5102  ___________________________________________________________________
 KU5102  X           -   1,379,134.719 (meters)                     COMP
 KU5102  Y           -  -4,644,114.285 (meters)                     COMP
 KU5102  Z           -   4,134,642.070 (meters)                     COMP
 KU5102  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 KU5102  ELLIP HEIGHT-         -26.85  (meters)          (12/03/02) GPS OBS
 KU5102  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU5102
 KU5102  HORZ ORDER  -  FIRST
 KU5102  ELLP ORDER  -  FOURTH    CLASS II
 KU5102
 KU5102.The horizontal coordinates were established by GPS observations
 KU5102.and adjusted by the National Geodetic Survey in January 1999..
 KU5102
 KU5102.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5102
 KU5102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5102
 KU5102.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5102
 KU5102.The ellipsoidal height was determined by GPS observations
 KU5102.and is referenced to NAD 83.
 KU5102
 KU5102.The geoid height was determined by GEOID03.
 KU5102
 KU5102;                    North         East     Units Scale Factor Converg.
 KU5102;SPC NY L     -    55,984.784   345,618.567   MT  0.99999984   +0 21 10.4
 KU5102;SPC NY L     -   183,676.75  1,133,916.92   sFT  0.99999984   +0 21 10.4
 KU5102;UTM  18      - 4,503,215.781   630,123.151   MT  0.99980841   +1 00 12.4
 KU5102
 KU5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5102!SPC NY L     -   1.00000421  x   0.99999984  =   1.00000405
 KU5102!UTM  18      -   1.00000421  x   0.99980841  =   0.99981262
 KU5102
 KU5102|---------------------------------------------------------------------|
 KU5102| PID    Reference Object                     Distance      Geod. Az  |
 KU5102|                                                           dddmmss.s |
 KU5102| KU5117 17E 08N AZ                          169.436 METERS 27535     |
 KU5102|---------------------------------------------------------------------|
 KU5102
 KU5102                          SUPERSEDED SURVEY CONTROL
 KU5102
 KU5102  ELLIP H (01/11/99)  -26.85   (m)                       GP(       ) 4 1
 KU5102  NAD 83(1996)-  40 40 10.42582(N)    073 27 37.71358(W) AD(       ) 1
 KU5102  NAD 83(1992)-  40 40 10.42573(N)    073 27 37.71340(W) AD(       ) 1
 KU5102  NAD 83(1986)-  40 40 10.42614(N)    073 27 37.71398(W) AD(       ) 1
 KU5102  NGVD 29 (03/24/92)    4.8    (m)           16.     (f) GPS OBS        
 KU5102
 KU5102.Superseded values are not recommended for survey control.
 KU5102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5102.See file dsdata.txt to determine how the superseded data were derived.
 KU5102
 KU5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3012303216(NAD 83)
 KU5102_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5102_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5102_STAMPING: 17E08N
 KU5102_MARK LOGO: NYDPW 
 KU5102_PROJECTION: RECESSED 8 CENTIMETERS
 KU5102_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5102+STABILITY: POSITION/ELEVATION WELL
 KU5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5102+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5102_ROD/PIPE-DEPTH: 20.6 meters
 KU5102_SLEEVE-DEPTH  : 1.52 meters
 KU5102
 KU5102  HISTORY     - Date     Condition        Report By
 KU5102  HISTORY     - 1989     MONUMENTED       SBAS
 KU5102  HISTORY     - 19910506 GOOD
 KU5102
 KU5102                          STATION DESCRIPTION
 KU5102
 KU5102'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5102'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 21 FEET
 KU5102'(6.4 M) SOUTH OF THE CENTERLINE OF POLO ROAD AND 102 FEET (31.1 M)
 KU5102'WEST OF THE CENTERLINE OF DARBY ROAD,IN THE CONCRETE SIDEWALK.
 KU5102'THE LOCATION TIES ARE 45.2 FEET (13.8 M) FROM THE NORTH WEST CORNER OF
 KU5102'HOUSE NUMBER 24 POLO ROAD, 9.0 FEET (2.7 M) FROM THE CENTER OF THE
 KU5102'WATER VALVE AND 70.4 FEET (21.5 M) FROM THE NEW YORK TELEPHONE
 KU5102'UTILITY POLE NUMBER 8.
 KU5102
 KU5102                          STATION RECOVERY (1991)
 KU5102
 KU5102'RECOVERED 1991
 KU5102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5117 ***********************************************************************
 KU5117  DESIGNATION -  17E 08N AZ
 KU5117  PID         -  KU5117
 KU5117  STATE/COUNTY-  NY/NASSAU
 KU5117  USGS QUAD   -  AMITYVILLE (1979)
 KU5117
 KU5117                         *CURRENT SURVEY CONTROL
 KU5117  ___________________________________________________________________
 KU5117* NAD 83(1996)-  40 40 10.95731(N)    073 27 44.89464(W)     ADJUSTED  
 KU5117* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 KU5117  ___________________________________________________________________
 KU5117  X           -   1,378,969.873 (meters)                     COMP
 KU5117  Y           -  -4,644,151.540 (meters)                     COMP
 KU5117  Z           -   4,134,654.182 (meters)                     COMP
 KU5117  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KU5117  ELLIP HEIGHT-         -27.46  (meters)          (12/03/02) GPS OBS
 KU5117  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU5117
 KU5117  HORZ ORDER  -  FIRST
 KU5117  ELLP ORDER  -  FOURTH    CLASS II
 KU5117
 KU5117.The horizontal coordinates were established by GPS observations
 KU5117.and adjusted by the National Geodetic Survey in January 1999..
 KU5117
 KU5117.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5117
 KU5117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5117
 KU5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5117
 KU5117.The ellipsoidal height was determined by GPS observations
 KU5117.and is referenced to NAD 83.
 KU5117
 KU5117.The geoid height was determined by GEOID03.
 KU5117
 KU5117;                    North         East     Units Scale Factor Converg.
 KU5117;SPC NY L     -    56,000.240   345,449.837   MT  0.99999983   +0 21 05.7
 KU5117;SPC NY L     -   183,727.45  1,133,363.34   sFT  0.99999983   +0 21 05.7
 KU5117;UTM  18      - 4,503,229.318   629,954.289   MT  0.99980787   +1 00 07.7
 KU5117
 KU5117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5117!SPC NY L     -   1.00000431  x   0.99999983  =   1.00000414
 KU5117!UTM  18      -   1.00000431  x   0.99980787  =   0.99981218
 KU5117
 KU5117|---------------------------------------------------------------------|
 KU5117| PID    Reference Object                     Distance      Geod. Az  |
 KU5117|                                                           dddmmss.s |
 KU5117| KU5102 17E 08N                             169.436 METERS 09535     |
 KU5117|---------------------------------------------------------------------|
 KU5117
 KU5117                          SUPERSEDED SURVEY CONTROL
 KU5117
 KU5117  ELLIP H (01/11/99)  -27.46   (m)                       GP(       ) 4 1
 KU5117  NAD 83(1996)-  40 40 10.96050(N)    073 27 44.89333(W) AD(       ) 1
 KU5117  NAD 83(1992)-  40 40 10.96041(N)    073 27 44.89314(W) AD(       ) 1
 KU5117  NAD 83(1986)-  40 40 10.96084(N)    073 27 44.89373(W) AD(       ) 1
 KU5117  NGVD 29 (03/24/92)    4.2    (m)           14.     (f) GPS OBS        
 KU5117
 KU5117.Superseded values are not recommended for survey control.
 KU5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5117.See file dsdata.txt to determine how the superseded data were derived.
 KU5117
 KU5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2995403229(NAD 83)
 KU5117_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5117_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5117_STAMPING: 17E08NAZ
 KU5117_MARK LOGO: NYDPW 
 KU5117_PROJECTION: RECESSED 8 CENTIMETERS
 KU5117_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5117+STABILITY: POSITION/ELEVATION WELL
 KU5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5117+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5117_ROD/PIPE-DEPTH: 20.6 meters
 KU5117_SLEEVE-DEPTH  : 1.52 meters
 KU5117
 KU5117  HISTORY     - Date     Condition        Report By
 KU5117  HISTORY     - 1989     MONUMENTED       SBAS
 KU5117  HISTORY     - 19910506 GOOD
 KU5117
 KU5117                          STATION DESCRIPTION
 KU5117
 KU5117'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5117'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 21 FEET
 KU5117'(6.4 M) NORTH OF THE CENTERLINE OF POLO ROAD AND 91 FEET (27.7 M)
 KU5117'EAST OF THE CENTERLINE OF PERTH ROAD,IN THE CONCRETE SIDEWALK.
 KU5117'THE LOCATION TIES ARE 7.4 FEET (2.3 M) FROM THE CENTER OF THE HYDRANT,
 KU5117'34.1 FEET (10.4 M) FROM THE SOUTH EAST CORNER OF HOUSE NUMBER 7 POLO
 KU5117'ROAD AND 63.7 FEET (19.4 M) FROM THE CENTER OF SEWER MANHOLE.
 KU5117
 KU5117                          STATION RECOVERY (1991)
 KU5117
 KU5117'RECOVERED 1991
 KU5117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5103 ***********************************************************************
 KU5103  DESIGNATION -  17E 09N
 KU5103  PID         -  KU5103
 KU5103  STATE/COUNTY-  NY/NASSAU
 KU5103  USGS QUAD   -  AMITYVILLE (1979)
 KU5103
 KU5103                         *CURRENT SURVEY CONTROL
 KU5103  ___________________________________________________________________
 KU5103* NAD 83(1996)-  40 41 05.54415(N)    073 27 50.61307(W)     ADJUSTED  
 KU5103* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 KU5103  ___________________________________________________________________
 KU5103  X           -   1,378,529.705 (meters)                     COMP
 KU5103  Y           -  -4,643,140.869 (meters)                     COMP
 KU5103  Z           -   4,135,934.053 (meters)                     COMP
 KU5103  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KU5103  ELLIP HEIGHT-         -23.04  (meters)          (12/03/02) GPS OBS
 KU5103  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU5103
 KU5103  HORZ ORDER  -  FIRST
 KU5103  ELLP ORDER  -  FOURTH    CLASS II
 KU5103
 KU5103.The horizontal coordinates were established by GPS observations
 KU5103.and adjusted by the National Geodetic Survey in January 1999..
 KU5103
 KU5103.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5103
 KU5103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5103
 KU5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5103
 KU5103.The ellipsoidal height was determined by GPS observations
 KU5103.and is referenced to NAD 83.
 KU5103
 KU5103.The geoid height was determined by GEOID03.
 KU5103
 KU5103;                    North         East     Units Scale Factor Converg.
 KU5103;SPC NY L     -    57,683.202   345,305.228   MT  0.99999904   +0 21 02.0
 KU5103;SPC NY L     -   189,248.97  1,132,888.90   sFT  0.99999904   +0 21 02.0
 KU5103;UTM  18      - 4,504,910.206   629,790.607   MT  0.99980735   +1 00 05.1
 KU5103
 KU5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5103!SPC NY L     -   1.00000361  x   0.99999904  =   1.00000265
 KU5103!UTM  18      -   1.00000361  x   0.99980735  =   0.99981096
 KU5103
 KU5103:                Primary Azimuth Mark                     Grid Az
 KU5103:SPC NY L     -  17E 08N AZ                               175 05 20.0
 KU5103:UTM  18      -  17E 08N AZ                               174 26 16.9
 KU5103
 KU5103|---------------------------------------------------------------------|
 KU5103| PID    Reference Object                     Distance      Geod. Az  |
 KU5103|                                                           dddmmss.s |
 KU5103| KU5117 17E 08N AZ                          APPROX. 1.7 KM 1752622.0 |
 KU5103|---------------------------------------------------------------------|
 KU5103
 KU5103                          SUPERSEDED SURVEY CONTROL
 KU5103
 KU5103  ELLIP H (01/11/99)  -23.04   (m)                       GP(       ) 4 1
 KU5103  NAD 83(1996)-  40 41 05.54732(N)    073 27 50.61178(W) AD(       ) 1
 KU5103  NAD 83(1992)-  40 41 05.54724(N)    073 27 50.61158(W) AD(       ) 1
 KU5103  NAD 83(1986)-  40 41 05.54773(N)    073 27 50.61223(W) AD(       ) 1
 KU5103  NGVD 29 (03/24/92)    8.6    (m)           28.     (f) GPS OBS        
 KU5103
 KU5103.Superseded values are not recommended for survey control.
 KU5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5103.See file dsdata.txt to determine how the superseded data were derived.
 KU5103
 KU5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2979104910(NAD 83)
 KU5103_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5103_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5103_STAMPING: 17E09N
 KU5103_MARK LOGO: NYDPW 
 KU5103_PROJECTION: RECESSED 8 CENTIMETERS
 KU5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5103+STABILITY: POSITION/ELEVATION WELL
 KU5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5103+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1990
 KU5103_ROD/PIPE-DEPTH: 20.6 meters
 KU5103_SLEEVE-DEPTH  : 1.52 meters
 KU5103
 KU5103  HISTORY     - Date     Condition        Report By
 KU5103  HISTORY     - 1989     MONUMENTED       SBAS
 KU5103  HISTORY     - 19901206 GOOD
 KU5103
 KU5103                          STATION DESCRIPTION
 KU5103
 KU5103'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5103'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 23 FEET
 KU5103'(7.0 M) SOUTH OF THE CENTERLINE OF PITTSBURGH AVENUE AND 511 FEET
 KU5103'(155.8 M) WEST OF THE CENTERLINE OF PARKSIDE BOULEVARD,IN THE
 KU5103'CONCRETE SIDEWALK.
 KU5103'THE LOCATION TIES ARE 23.4 FEET (7.1 M) FROM THE CENTER OF THE DRAIN
 KU5103'MANHOLE, 33.4 FEET (10.2 M) FROM THE NORTH EAST CORNER OF HOUSE
 KU5103'NUMBER 190 PITTSBURGH AVENUE AND 45.6 FEET (13.9 M) FROM THE SOUTH
 KU5103'WEST CORNER OF THE CONCRETE APRON OF HOUSE NUMBER 192 PITTSBURGH
 KU5103'AVENUE.
 KU5103
 KU5103                          STATION RECOVERY (1990)
 KU5103
 KU5103'RECOVERED 1990
 KU5103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5118 ***********************************************************************
 KU5118  DESIGNATION -  17E 09N AZ
 KU5118  PID         -  KU5118
 KU5118  STATE/COUNTY-  NY/NASSAU
 KU5118  USGS QUAD   -  AMITYVILLE (1979)
 KU5118
 KU5118                         *CURRENT SURVEY CONTROL
 KU5118  ___________________________________________________________________
 KU5118* NAD 83(1996)-  40 41 04.57496(N)    073 28 03.82897(W)     ADJUSTED  
 KU5118* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 KU5118  ___________________________________________________________________
 KU5118  X           -   1,378,237.535 (meters)                     COMP
 KU5118  Y           -  -4,643,247.142 (meters)                     COMP
 KU5118  Z           -   4,135,910.730 (meters)                     COMP
 KU5118  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KU5118  ELLIP HEIGHT-         -24.04  (meters)          (12/03/02) GPS OBS
 KU5118  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU5118
 KU5118  HORZ ORDER  -  FIRST
 KU5118  ELLP ORDER  -  FOURTH    CLASS II
 KU5118
 KU5118.The horizontal coordinates were established by GPS observations
 KU5118.and adjusted by the National Geodetic Survey in January 1999..
 KU5118
 KU5118.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5118
 KU5118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5118
 KU5118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5118
 KU5118.The ellipsoidal height was determined by GPS observations
 KU5118.and is referenced to NAD 83.
 KU5118
 KU5118.The geoid height was determined by GEOID03.
 KU5118
 KU5118;                    North         East     Units Scale Factor Converg.
 KU5118;SPC NY L     -    57,651.414   344,995.082   MT  0.99999905   +0 20 53.3
 KU5118;SPC NY L     -   189,144.68  1,131,871.36   sFT  0.99999905   +0 20 53.3
 KU5118;UTM  18      - 4,504,874.904   629,480.902   MT  0.99980636   +0 59 56.5
 KU5118
 KU5118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5118!SPC NY L     -   1.00000377  x   0.99999905  =   1.00000282
 KU5118!UTM  18      -   1.00000377  x   0.99980636  =   0.99981013
 KU5118
 KU5118|---------------------------------------------------------------------|
 KU5118| PID    Reference Object                     Distance      Geod. Az  |
 KU5118|                                                           dddmmss.s |
 KU5118| KU5103 17E 09N                             311.771 METERS 08430     |
 KU5118|---------------------------------------------------------------------|
 KU5118
 KU5118                          SUPERSEDED SURVEY CONTROL
 KU5118
 KU5118  ELLIP H (01/11/99)  -24.04   (m)                       GP(       ) 4 1
 KU5118  NAD 83(1996)-  40 41 04.57812(N)    073 28 03.82770(W) AD(       ) 1
 KU5118  NAD 83(1992)-  40 41 04.57803(N)    073 28 03.82749(W) AD(       ) 1
 KU5118  NAD 83(1986)-  40 41 04.57852(N)    073 28 03.82816(W) AD(       ) 1
 KU5118  NGVD 29 (03/24/92)    7.6    (m)           25.     (f) GPS OBS        
 KU5118
 KU5118.Superseded values are not recommended for survey control.
 KU5118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5118.See file dsdata.txt to determine how the superseded data were derived.
 KU5118
 KU5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2948104875(NAD 83)
 KU5118_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5118_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5118_STAMPING: 17E09NAZ
 KU5118_MARK LOGO: NYDPW 
 KU5118_PROJECTION: RECESSED 8 CENTIMETERS
 KU5118_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5118+STABILITY: POSITION/ELEVATION WELL
 KU5118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5118+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1990
 KU5118_ROD/PIPE-DEPTH: 20.6 meters
 KU5118_SLEEVE-DEPTH  : 1.52 meters
 KU5118
 KU5118  HISTORY     - Date     Condition        Report By
 KU5118  HISTORY     - 1989     MONUMENTED       SBAS
 KU5118  HISTORY     - 19901113 GOOD
 KU5118
 KU5118                          STATION DESCRIPTION
 KU5118
 KU5118'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5118'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 28 FEET
 KU5118'(8.5 M) SOUTH OF THE CENTERLINE OF PITTSBURGH AVENUE AND 36 FEET
 KU5118'(11.0 M) EAST OF THE CENTERLINE OF BROADWAY,IN THE CONCRETE SIDEWALK.
 KU5118'THE LOCATION TIES ARE 6.2 FEET (1.9 M) FROM THE NORTH EAST CORNER OF
 KU5118'THE SIGNAL BOX, 22.3 FEET (6.8 M) FROM THE NORTH WEST CORNER OF
 KU5118'NUMBER 616 BROADWAY AND 22.8 FEET (6.9 M) FROM THE NORTH WEST CORNER
 KU5118'OF THE CATCH BASIN LOCATED ON THE SOUTH SIDE OF PITTSBURGH AVENUE.
 KU5118
 KU5118                          STATION RECOVERY (1990)
 KU5118
 KU5118'RECOVERED 1990
 KU5118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5104 ***********************************************************************
 KU5104  DESIGNATION -  17E 10N
 KU5104  PID         -  KU5104
 KU5104  STATE/COUNTY-  NY/NASSAU
 KU5104  USGS QUAD   -  AMITYVILLE (1979)
 KU5104
 KU5104                         *CURRENT SURVEY CONTROL
 KU5104  ___________________________________________________________________
 KU5104* NAD 83(1996)-  40 41 45.38986(N)    073 27 43.59368(W)     ADJUSTED  
 KU5104* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 KU5104  ___________________________________________________________________
 KU5104  X           -   1,378,460.605 (meters)                     COMP
 KU5104  Y           -  -4,642,329.101 (meters)                     COMP
 KU5104  Z           -   4,136,869.004 (meters)                     COMP
 KU5104  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KU5104  ELLIP HEIGHT-         -18.45  (meters)          (12/03/02) GPS OBS
 KU5104  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU5104
 KU5104  HORZ ORDER  -  FIRST
 KU5104  ELLP ORDER  -  FOURTH    CLASS II
 KU5104
 KU5104.The horizontal coordinates were established by GPS observations
 KU5104.and adjusted by the National Geodetic Survey in January 1999..
 KU5104
 KU5104.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5104
 KU5104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5104
 KU5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5104
 KU5104.The ellipsoidal height was determined by GPS observations
 KU5104.and is referenced to NAD 83.
 KU5104
 KU5104.The geoid height was determined by GEOID03.
 KU5104
 KU5104;                    North         East     Units Scale Factor Converg.
 KU5104;SPC NY L     -    58,913.294   345,462.506   MT  0.99999850   +0 21 06.6
 KU5104;SPC NY L     -   193,284.70  1,133,404.91   sFT  0.99999850   +0 21 06.6
 KU5104;UTM  18      - 4,506,141.770   629,933.872   MT  0.99980781   +1 00 10.5
 KU5104
 KU5104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5104!SPC NY L     -   1.00000289  x   0.99999850  =   1.00000139
 KU5104!UTM  18      -   1.00000289  x   0.99980781  =   0.99981070
 KU5104
 KU5104|---------------------------------------------------------------------|
 KU5104| PID    Reference Object                     Distance      Geod. Az  |
 KU5104|                                                           dddmmss.s |
 KU5104| KU5119 17E 10N AZ                          334.303 METERS 17201     |
 KU5104|---------------------------------------------------------------------|
 KU5104
 KU5104                          SUPERSEDED SURVEY CONTROL
 KU5104
 KU5104  ELLIP H (01/11/99)  -18.45   (m)                       GP(       ) 4 1
 KU5104  NAD 83(1996)-  40 41 45.39303(N)    073 27 43.59237(W) AD(       ) 1
 KU5104  NAD 83(1992)-  40 41 45.39291(N)    073 27 43.59214(W) AD(       ) 1
 KU5104  NAD 83(1986)-  40 41 45.39354(N)    073 27 43.59292(W) AD(       ) 1
 KU5104  NGVD 29 (03/24/92)   13.1    (m)           43.     (f) GPS OBS        
 KU5104
 KU5104.Superseded values are not recommended for survey control.
 KU5104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5104.See file dsdata.txt to determine how the superseded data were derived.
 KU5104
 KU5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2993406142(NAD 83)
 KU5104_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5104_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5104_STAMPING: 17E10N
 KU5104_MARK LOGO: NYDPW 
 KU5104_PROJECTION: RECESSED 8 CENTIMETERS
 KU5104_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5104+STABILITY: POSITION/ELEVATION WELL
 KU5104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5104+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 KU5104_ROD/PIPE-DEPTH: 20.6 meters
 KU5104_SLEEVE-DEPTH  : 1.52 meters
 KU5104
 KU5104  HISTORY     - Date     Condition        Report By
 KU5104  HISTORY     - 1989     MONUMENTED       SBAS
 KU5104  HISTORY     - 19901114 GOOD
 KU5104
 KU5104                          STATION DESCRIPTION
 KU5104
 KU5104'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5104'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 26 FEET
 KU5104'(7.9 M) WEST OF THE CENTERLINE OF NORTH WEST BOULEVARD AND 56 FEET
 KU5104'(17.1 M) SOUTH OF THE CENTERLINE OF NORTH KINGS AVENUE,IN THE
 KU5104'SIDEWALK.
 KU5104'THE LOCATION TIES ARE 29.3 FEET (8.9 M) FROM THE CENTER OF THE SEWER
 KU5104'MANHOLE, 41.4 FEET (12.6 M) FROM THE NORTH EAST CORNER OF THE GARAGE
 KU5104'OF HOUSE NUMBER 845 AND 39.2 FEET (11.9 M) FROM THE NEW YORK
 KU5104'TELEPHONE UTILITY POLE NUMBER 12.
 KU5104
 KU5104                          STATION RECOVERY (1990)
 KU5104
 KU5104'RECOVERED 1990
 KU5104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5119 ***********************************************************************
 KU5119  DESIGNATION -  17E 10N AZ
 KU5119  PID         -  KU5119
 KU5119  STATE/COUNTY-  NY/NASSAU
 KU5119  USGS QUAD   -  AMITYVILLE (1979)
 KU5119
 KU5119                         *CURRENT SURVEY CONTROL
 KU5119  ___________________________________________________________________
 KU5119* NAD 83(1996)-  40 41 34.65736(N)    073 27 41.61587(W)     ADJUSTED  
 KU5119* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 KU5119  ___________________________________________________________________
 KU5119  X           -   1,378,566.155 (meters)                     COMP
 KU5119  Y           -  -4,642,521.431 (meters)                     COMP
 KU5119  Z           -   4,136,616.756 (meters)                     COMP
 KU5119  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 KU5119  ELLIP HEIGHT-         -20.35  (meters)          (12/03/02) GPS OBS
 KU5119  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5119
 KU5119  HORZ ORDER  -  FIRST
 KU5119  ELLP ORDER  -  FOURTH    CLASS II
 KU5119
 KU5119.The horizontal coordinates were established by GPS observations
 KU5119.and adjusted by the National Geodetic Survey in January 1999..
 KU5119
 KU5119.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5119
 KU5119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5119
 KU5119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5119
 KU5119.The ellipsoidal height was determined by GPS observations
 KU5119.and is referenced to NAD 83.
 KU5119
 KU5119.The geoid height was determined by GEOID03.
 KU5119
 KU5119;                    North         East     Units Scale Factor Converg.
 KU5119;SPC NY L     -    58,582.524   345,510.975   MT  0.99999864   +0 21 07.9
 KU5119;SPC NY L     -   192,199.50  1,133,563.92   sFT  0.99999864   +0 21 07.9
 KU5119;UTM  18      - 4,505,811.636   629,986.086   MT  0.99980797   +1 00 11.6
 KU5119
 KU5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5119!SPC NY L     -   1.00000319  x   0.99999864  =   1.00000183
 KU5119!UTM  18      -   1.00000319  x   0.99980797  =   0.99981116
 KU5119
 KU5119|---------------------------------------------------------------------|
 KU5119| PID    Reference Object                     Distance      Geod. Az  |
 KU5119|                                                           dddmmss.s |
 KU5119| KU5104 17E 10N                             334.303 METERS 35201     |
 KU5119|---------------------------------------------------------------------|
 KU5119
 KU5119                          SUPERSEDED SURVEY CONTROL
 KU5119
 KU5119  ELLIP H (01/11/99)  -20.35   (m)                       GP(       ) 4 1
 KU5119  NAD 83(1996)-  40 41 34.66051(N)    073 27 41.61457(W) AD(       ) 1
 KU5119  NAD 83(1992)-  40 41 34.66039(N)    073 27 41.61435(W) AD(       ) 1
 KU5119  NAD 83(1986)-  40 41 34.66103(N)    073 27 41.61511(W) AD(       ) 1
 KU5119  NGVD 29 (03/24/92)   11.2    (m)           37.     (f) GPS OBS        
 KU5119
 KU5119.Superseded values are not recommended for survey control.
 KU5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5119.See file dsdata.txt to determine how the superseded data were derived.
 KU5119
 KU5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2998605812(NAD 83)
 KU5119_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5119_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5119_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5119_STAMPING: 17E10NAZ
 KU5119_MARK LOGO: NYDPW 
 KU5119_PROJECTION: RECESSED 8 CENTIMETERS
 KU5119_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5119+STABILITY: POSITION/ELEVATION WELL
 KU5119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5119+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1990
 KU5119_ROD/PIPE-DEPTH: 20.6 meters
 KU5119_SLEEVE-DEPTH  : 1.52 meters
 KU5119
 KU5119  HISTORY     - Date     Condition        Report By
 KU5119  HISTORY     - 1989     MONUMENTED       SBAS
 KU5119  HISTORY     - 19901206 GOOD
 KU5119
 KU5119                          STATION DESCRIPTION
 KU5119
 KU5119'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5119'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, 25 FEET
 KU5119'(7.6 M) EAST OF THE CENTERLINE OF NORTH WEST BOULEVARD AND 97 FEET
 KU5119'(29.6 M) NORTH OF THE CENTERLINE OF JERUSALEM AVENUE,IN THE SIDEWALK.
 KU5119'THE LOCATION TIES ARE 83.0 FEET (25.3 M) FROM THE CENTER OF THE DRAIN
 KU5119'MANHOLE, 32.2 FEET (9.8 M) FROM THE NORTH WEST CORNER OF THE HOUSE
 KU5119'NUMBER 2 NORTH WEST BOULEVARD AND 73.3 FEET (22.3 M) FROM THE NORTH
 KU5119'EAST CORNER OF THE GARAGE OF HOUSE NUMBER 1 NORTH WEST BOULEVARD.
 KU5119
 KU5119                          STATION RECOVERY (1990)
 KU5119
 KU5119'RECOVERED 1990
 KU5119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5105 ***********************************************************************
 KU5105  DESIGNATION -  17E 11N
 KU5105  PID         -  KU5105
 KU5105  STATE/COUNTY-  NY/NASSAU
 KU5105  USGS QUAD   -  AMITYVILLE (1979)
 KU5105
 KU5105                         *CURRENT SURVEY CONTROL
 KU5105  ___________________________________________________________________
 KU5105* NAD 83(1996)-  40 42 50.86953(N)    073 27 31.80309(W)     ADJUSTED  
 KU5105* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 KU5105  ___________________________________________________________________
 KU5105  X           -   1,378,352.163 (meters)                     COMP
 KU5105  Y           -  -4,640,991.670 (meters)                     COMP
 KU5105  Z           -   4,138,403.888 (meters)                     COMP
 KU5105  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU5105  ELLIP HEIGHT-         -12.78  (meters)          (12/03/02) GPS OBS
 KU5105  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU5105
 KU5105  HORZ ORDER  -  FIRST
 KU5105  ELLP ORDER  -  FOURTH    CLASS II
 KU5105
 KU5105.The horizontal coordinates were established by GPS observations
 KU5105.and adjusted by the National Geodetic Survey in January 1999..
 KU5105
 KU5105.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5105
 KU5105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5105
 KU5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5105
 KU5105.The ellipsoidal height was determined by GPS observations
 KU5105.and is referenced to NAD 83.
 KU5105
 KU5105.The geoid height was determined by GEOID03.
 KU5105
 KU5105;                    North         East     Units Scale Factor Converg.
 KU5105;SPC NY L     -    60,934.790   345,726.841   MT  0.99999770   +0 21 14.3
 KU5105;SPC NY L     -   199,916.89  1,134,272.14   sFT  0.99999770   +0 21 14.3
 KU5105;UTM  18      - 4,508,165.756   630,175.166   MT  0.99980858   +1 00 19.5
 KU5105
 KU5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5105!SPC NY L     -   1.00000200  x   0.99999770  =   0.99999970
 KU5105!UTM  18      -   1.00000200  x   0.99980858  =   0.99981058
 KU5105
 KU5105|---------------------------------------------------------------------|
 KU5105| PID    Reference Object                     Distance      Geod. Az  |
 KU5105|                                                           dddmmss.s |
 KU5105| KU5120 17E 11N AZ                          269.275 METERS 17933     |
 KU5105|---------------------------------------------------------------------|
 KU5105
 KU5105                          SUPERSEDED SURVEY CONTROL
 KU5105
 KU5105  ELLIP H (01/11/99)  -12.78   (m)                       GP(       ) 4 1
 KU5105  NAD 83(1996)-  40 42 50.87264(N)    073 27 31.80185(W) AD(       ) 1
 KU5105  NAD 83(1992)-  40 42 50.87252(N)    073 27 31.80161(W) AD(       ) 1
 KU5105  NAD 83(1986)-  40 42 50.87315(N)    073 27 31.80239(W) AD(       ) 1
 KU5105  NGVD 29 (03/24/92)   18.7    (m)           61.     (f) GPS OBS        
 KU5105
 KU5105.Superseded values are not recommended for survey control.
 KU5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5105.See file dsdata.txt to determine how the superseded data were derived.
 KU5105
 KU5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3017508166(NAD 83)
 KU5105_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5105_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5105_STAMPING: 17E11N
 KU5105_MARK LOGO: NYDPW 
 KU5105_PROJECTION: RECESSED 8 CENTIMETERS
 KU5105_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5105+STABILITY: POSITION/ELEVATION WELL
 KU5105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5105+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 KU5105_ROD/PIPE-DEPTH: 20.6 meters
 KU5105_SLEEVE-DEPTH  : 1.52 meters
 KU5105
 KU5105  HISTORY     - Date     Condition        Report By
 KU5105  HISTORY     - 1989     MONUMENTED       SBAS
 KU5105  HISTORY     - 19910801 GOOD
 KU5105
 KU5105                          STATION DESCRIPTION
 KU5105
 KU5105'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5105'THE POINT IS LOCATED IN NORTH MASSAPEQUA, TOWN OF OYSTER BAY, 20 FEET
 KU5105'(6.1 M) EAST OF THE CENTERLINE OF NORTH NEW YORK DRIVE, AND 86 FEET
 KU5105'(26.2 M) NORTH OF THE CENTERLINE OF WYOMING AVENUE, IN THE SIDEWALK.
 KU5105'THE LOCATION TIES ARE 32.7 FEET (10.0 M) FROM THE NORTH WEST CORNER OF
 KU5105'HOUSE NUMBER 1102, 47.9 FEET (14.6 M) FROM THE SOUTH WEST CORNER OF
 KU5105'HOUSE NUMBER 1102 AND 54.5 FEET (16.6 M) FROM THE UTILITY POLE NUMBER
 KU5105'17.
 KU5105
 KU5105                          STATION RECOVERY (1991)
 KU5105
 KU5105'RECOVERED 1991
 KU5105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5120 ***********************************************************************
 KU5120  DESIGNATION -  17E 11N AZ
 KU5120  PID         -  KU5120
 KU5120  STATE/COUNTY-  NY/NASSAU
 KU5120  USGS QUAD   -  AMITYVILLE (1979)
 KU5120
 KU5120                         *CURRENT SURVEY CONTROL
 KU5120  ___________________________________________________________________
 KU5120* NAD 83(1996)-  40 42 42.14037(N)    073 27 31.71175(W)     ADJUSTED  
 KU5120* NAVD 88     -        17.6    (meters)      58.     (feet)  VERTCON   
 KU5120  ___________________________________________________________________
 KU5120  X           -   1,378,404.045 (meters)                     COMP
 KU5120  Y           -  -4,641,158.829 (meters)                     COMP
 KU5120  Z           -   4,138,199.253 (meters)                     COMP
 KU5120  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 KU5120  ELLIP HEIGHT-         -13.60  (meters)          (12/03/02) GPS OBS
 KU5120  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU5120
 KU5120  HORZ ORDER  -  FIRST
 KU5120  ELLP ORDER  -  FOURTH    CLASS II
 KU5120
 KU5120.The horizontal coordinates were established by GPS observations
 KU5120.and adjusted by the National Geodetic Survey in January 1999..
 KU5120
 KU5120.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5120
 KU5120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5120
 KU5120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5120
 KU5120.The ellipsoidal height was determined by GPS observations
 KU5120.and is referenced to NAD 83.
 KU5120
 KU5120.The geoid height was determined by GEOID03.
 KU5120
 KU5120;                    North         East     Units Scale Factor Converg.
 KU5120;SPC NY L     -    60,665.542   345,730.648   MT  0.99999780   +0 21 14.3
 KU5120;SPC NY L     -   199,033.53  1,134,284.63   sFT  0.99999780   +0 21 14.3
 KU5120;UTM  18      - 4,507,896.620   630,182.033   MT  0.99980860   +1 00 19.4
 KU5120
 KU5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5120!SPC NY L     -   1.00000213  x   0.99999780  =   0.99999993
 KU5120!UTM  18      -   1.00000213  x   0.99980860  =   0.99981073
 KU5120
 KU5120|---------------------------------------------------------------------|
 KU5120| PID    Reference Object                     Distance      Geod. Az  |
 KU5120|                                                           dddmmss.s |
 KU5120| KU5105 17E 11N                             269.275 METERS 35933     |
 KU5120|---------------------------------------------------------------------|
 KU5120
 KU5120                          SUPERSEDED SURVEY CONTROL
 KU5120
 KU5120  ELLIP H (01/11/99)  -13.59   (m)                       GP(       ) 4 1
 KU5120  NAD 83(1996)-  40 42 42.14350(N)    073 27 31.71050(W) AD(       ) 1
 KU5120  NAD 83(1992)-  40 42 42.14337(N)    073 27 31.71026(W) AD(       ) 1
 KU5120  NAD 83(1986)-  40 42 42.14402(N)    073 27 31.71107(W) AD(       ) 1
 KU5120  NGVD 29 (03/24/92)   17.9    (m)           59.     (f) GPS OBS        
 KU5120
 KU5120.Superseded values are not recommended for survey control.
 KU5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5120.See file dsdata.txt to determine how the superseded data were derived.
 KU5120
 KU5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3018207897(NAD 83)
 KU5120_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5120_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5120_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5120_STAMPING: 17E11NAZ
 KU5120_MARK LOGO: NYDPW 
 KU5120_PROJECTION: RECESSED 8 CENTIMETERS
 KU5120_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5120+STABILITY: POSITION/ELEVATION WELL
 KU5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5120+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 KU5120_ROD/PIPE-DEPTH: 20.6 meters
 KU5120_SLEEVE-DEPTH  : 1.52 meters
 KU5120
 KU5120  HISTORY     - Date     Condition        Report By
 KU5120  HISTORY     - 1989     MONUMENTED       SBAS
 KU5120  HISTORY     - 19910801 GOOD
 KU5120
 KU5120                          STATION DESCRIPTION
 KU5120
 KU5120'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5120'THE POINT IS LOCATED IN NORTH MASSAPEQUA, TOWN OF OYSTER BAY, 21 FEET
 KU5120'(6.4 M) EAST OF THE CENTERLINE OF NORTH NEW YORK DRIVE AND 47 FEET
 KU5120'(14.3 M) SOUTH OF THE CENTERLINE OF NORTH MICHIGAN AVENUE,IN THE
 KU5120'SIDEWALK.
 KU5120'THE LOCATION TIES ARE 37.0 FEET (11.3 M) FROM THE NORTHERLY MANHOLE IN
 KU5120'THE INTERSECTION, 41.7 FEET (12.7 M) FROM THE DRAIN MANHOLE IN THE
 KU5120'SOUTH WEST CORNER OF NORTH MICHAGAN AVENUE AND NORTH NEW YORK DRIVE
 KU5120'AND 31.3 FEET (9.5 M) FROM THE NORTH WEST CORNER OF HOUSE NUMBER
 KU5120'1076.
 KU5120
 KU5120                          STATION RECOVERY (1991)
 KU5120
 KU5120'RECOVERED 1991
 KU5120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5106 ***********************************************************************
 KU5106  DESIGNATION -  17E 12N
 KU5106  PID         -  KU5106
 KU5106  STATE/COUNTY-  NY/NASSAU
 KU5106  USGS QUAD   -  AMITYVILLE (1979)
 KU5106
 KU5106                         *CURRENT SURVEY CONTROL
 KU5106  ___________________________________________________________________
 KU5106* NAD 83(1996)-  40 43 44.99828(N)    073 27 40.69097(W)     ADJUSTED  
 KU5106* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 KU5106  ___________________________________________________________________
 KU5106  X           -   1,377,843.325 (meters)                     COMP
 KU5106  Y           -  -4,640,010.952 (meters)                     COMP
 KU5106  Z           -   4,139,673.023 (meters)                     COMP
 KU5106  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KU5106  ELLIP HEIGHT-          -7.12  (meters)          (12/03/02) GPS OBS
 KU5106  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU5106
 KU5106  HORZ ORDER  -  FIRST
 KU5106  ELLP ORDER  -  FOURTH    CLASS II
 KU5106
 KU5106.The horizontal coordinates were established by GPS observations
 KU5106.and adjusted by the National Geodetic Survey in January 1999..
 KU5106
 KU5106.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5106
 KU5106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5106
 KU5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5106
 KU5106.The ellipsoidal height was determined by GPS observations
 KU5106.and is referenced to NAD 83.
 KU5106
 KU5106.The geoid height was determined by GEOID03.
 KU5106
 KU5106;                    North         East     Units Scale Factor Converg.
 KU5106;SPC NY L     -    62,603.167   345,507.965   MT  0.99999712   +0 21 08.5
 KU5106;SPC NY L     -   205,390.56  1,133,554.05   sFT  0.99999712   +0 21 08.5
 KU5106;UTM  18      - 4,509,831.221   629,937.376   MT  0.99980781   +1 00 14.8
 KU5106
 KU5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5106!SPC NY L     -   1.00000112  x   0.99999712  =   0.99999824
 KU5106!UTM  18      -   1.00000112  x   0.99980781  =   0.99980893
 KU5106
 KU5106|---------------------------------------------------------------------|
 KU5106| PID    Reference Object                     Distance      Geod. Az  |
 KU5106|                                                           dddmmss.s |
 KU5106| KU5121 17E 12N AZ                          207.126 METERS 24119     |
 KU5106|---------------------------------------------------------------------|
 KU5106
 KU5106                          SUPERSEDED SURVEY CONTROL
 KU5106
 KU5106  ELLIP H (01/11/99)   -7.12   (m)                       GP(       ) 4 1
 KU5106  NAD 83(1996)-  40 43 45.00134(N)    073 27 40.68979(W) AD(       ) 1
 KU5106  NAD 83(1992)-  40 43 45.00122(N)    073 27 40.68953(W) AD(       ) 1
 KU5106  NAD 83(1986)-  40 43 45.00194(N)    073 27 40.69037(W) AD(       ) 1
 KU5106  NGVD 29 (03/24/92)   24.4    (m)           80.     (f) GPS OBS        
 KU5106
 KU5106.Superseded values are not recommended for survey control.
 KU5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5106.See file dsdata.txt to determine how the superseded data were derived.
 KU5106
 KU5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2993709831(NAD 83)
 KU5106_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5106_STAMPING: 17E12N
 KU5106_MARK LOGO: NYDPW 
 KU5106_PROJECTION: RECESSED 8 CENTIMETERS
 KU5106_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5106+STABILITY: POSITION/ELEVATION WELL
 KU5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5106+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 KU5106_ROD/PIPE-DEPTH: 20.6 meters
 KU5106_SLEEVE-DEPTH  : 1.52 meters
 KU5106
 KU5106  HISTORY     - Date     Condition        Report By
 KU5106  HISTORY     - 1989     MONUMENTED       SBAS
 KU5106  HISTORY     - 19901114 GOOD
 KU5106
 KU5106                          STATION DESCRIPTION
 KU5106
 KU5106'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5106'THE POINT IS LOCATED IN SOUTH FARMINGDALE, TOWN OF OYSTER BAY, 27 FEET
 KU5106'(8.2 M) EAST OF THE CENTERLINE OF EAST GATE AND 20 FEET (6.1 M) NORTH
 KU5106'OF THE CENTERLINE OF COLONIAL DRIVE,IN THE SIDEWALK.
 KU5106'THE LOCATION TIES ARE 33.6 FEET (10.2 M) FROM THE CENTER OF THE
 KU5106'WESTERLY SEWER MANHOLE, 31.1 FEET (9.5 M) FROM THE CENTER OF THE
 KU5106'EASTERLY SEWER MANHOLE AND 35.4 FEET (10.8 M) FROM THE CENTER OF THE
 KU5106'HYDRANT.
 KU5106
 KU5106                          STATION RECOVERY (1990)
 KU5106
 KU5106'RECOVERED 1990
 KU5106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5121 ***********************************************************************
 KU5121  DESIGNATION -  17E 12N AZ
 KU5121  PID         -  KU5121
 KU5121  STATE/COUNTY-  NY/NASSAU
 KU5121  USGS QUAD   -  AMITYVILLE (1979)
 KU5121
 KU5121                         *CURRENT SURVEY CONTROL
 KU5121  ___________________________________________________________________
 KU5121* NAD 83(1996)-  40 43 41.77522(N)    073 27 48.43413(W)     ADJUSTED  
 KU5121* NAVD 88     -        23.5    (meters)      77.     (feet)  VERTCON   
 KU5121  ___________________________________________________________________
 KU5121  X           -   1,377,687.499 (meters)                     COMP
 KU5121  Y           -  -4,640,124.511 (meters)                     COMP
 KU5121  Z           -   4,139,597.368 (meters)                     COMP
 KU5121  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 KU5121  ELLIP HEIGHT-          -7.60  (meters)          (12/03/02) GPS OBS
 KU5121  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU5121
 KU5121  HORZ ORDER  -  FIRST
 KU5121  ELLP ORDER  -  FOURTH    CLASS II
 KU5121
 KU5121.The horizontal coordinates were established by GPS observations
 KU5121.and adjusted by the National Geodetic Survey in January 1999..
 KU5121
 KU5121.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5121
 KU5121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5121
 KU5121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5121
 KU5121.The ellipsoidal height was determined by GPS observations
 KU5121.and is referenced to NAD 83.
 KU5121
 KU5121.The geoid height was determined by GEOID03.
 KU5121
 KU5121;                    North         East     Units Scale Factor Converg.
 KU5121;SPC NY L     -    62,502.633   345,326.875   MT  0.99999715   +0 21 03.4
 KU5121;SPC NY L     -   205,060.72  1,132,959.92   sFT  0.99999715   +0 21 03.4
 KU5121;UTM  18      - 4,509,728.653   629,757.475   MT  0.99980724   +1 00 09.7
 KU5121
 KU5121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5121!SPC NY L     -   1.00000119  x   0.99999715  =   0.99999834
 KU5121!UTM  18      -   1.00000119  x   0.99980724  =   0.99980843
 KU5121
 KU5121|---------------------------------------------------------------------|
 KU5121| PID    Reference Object                     Distance      Geod. Az  |
 KU5121|                                                           dddmmss.s |
 KU5121| KU5106 17E 12N                             207.126 METERS 06119     |
 KU5121|---------------------------------------------------------------------|
 KU5121
 KU5121                          SUPERSEDED SURVEY CONTROL
 KU5121
 KU5121  ELLIP H (01/11/99)   -7.60   (m)                       GP(       ) 4 1
 KU5121  NAD 83(1996)-  40 43 41.77828(N)    073 27 48.43296(W) AD(       ) 1
 KU5121  NAD 83(1992)-  40 43 41.77815(N)    073 27 48.43270(W) AD(       ) 1
 KU5121  NAD 83(1986)-  40 43 41.77890(N)    073 27 48.43356(W) AD(       ) 1
 KU5121  NGVD 29 (03/24/92)   23.9    (m)           78.     (f) GPS OBS        
 KU5121
 KU5121.Superseded values are not recommended for survey control.
 KU5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5121.See file dsdata.txt to determine how the superseded data were derived.
 KU5121
 KU5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2975709729(NAD 83)
 KU5121_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5121_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5121_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5121_STAMPING: 17E12NAZ
 KU5121_MARK LOGO: NYDPW 
 KU5121_PROJECTION: RECESSED 8 CENTIMETERS
 KU5121_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5121+STABILITY: POSITION/ELEVATION WELL
 KU5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5121+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1990
 KU5121_ROD/PIPE-DEPTH: 20.6 meters
 KU5121_SLEEVE-DEPTH  : 1.52 meters
 KU5121
 KU5121  HISTORY     - Date     Condition        Report By
 KU5121  HISTORY     - 1989     MONUMENTED       SBAS
 KU5121  HISTORY     - 19901206 GOOD
 KU5121
 KU5121                          STATION DESCRIPTION
 KU5121
 KU5121'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5121'THE POINT IS LOCATED IN SOUTH FARMINGDALE, TOWN OF OYSTER BAY, 42 FEET
 KU5121'(12.8 M) WEST OF THE CENTERLINE OF WEST GATE AND 20 FEET (6.1 M)
 KU5121'NORTH OF THE CENTERLINE OF COLONIAL DRIVE,IN THE SIDEWALK.
 KU5121'THE LOCATION TIES ARE 50.8 FEET (15.5 M) FROM THE CENTER OF THE SEWER
 KU5121'MANHOLE, 29.9 FEET (9.1 M) FROM THE SOUTH EAST CORNER OF HOUSE NUMBER
 KU5121'1 AND 43.2 FEET (13.2 M) FROM THE NORTH WEST CORNER OF THE METAL
 KU5121'LIGHT POLE.
 KU5121
 KU5121                          STATION RECOVERY (1990)
 KU5121
 KU5121'RECOVERED 1990
 KU5121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5107 ***********************************************************************
 KU5107  DESIGNATION -  17E 13N
 KU5107  PID         -  KU5107
 KU5107  STATE/COUNTY-  NY/NASSAU
 KU5107  USGS QUAD   -  AMITYVILLE (1979)
 KU5107
 KU5107                         *CURRENT SURVEY CONTROL
 KU5107  ___________________________________________________________________
 KU5107* NAD 83(1996)-  40 44 22.94116(N)    073 27 30.27557(W)     ADJUSTED  
 KU5107* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 KU5107  ___________________________________________________________________
 KU5107  X           -   1,377,863.819 (meters)                     COMP
 KU5107  Y           -  -4,639,221.502 (meters)                     COMP
 KU5107  Z           -   4,140,570.934 (meters)                     COMP
 KU5107  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KU5107  ELLIP HEIGHT-           9.79  (meters)          (12/03/02) GPS OBS
 KU5107  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU5107
 KU5107  HORZ ORDER  -  FIRST
 KU5107  ELLP ORDER  -  FOURTH    CLASS II
 KU5107
 KU5107.The horizontal coordinates were established by GPS observations
 KU5107.and adjusted by the National Geodetic Survey in January 1999..
 KU5107
 KU5107.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5107
 KU5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5107
 KU5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5107
 KU5107.The ellipsoidal height was determined by GPS observations
 KU5107.and is referenced to NAD 83.
 KU5107
 KU5107.The geoid height was determined by GEOID03.
 KU5107
 KU5107;                    North         East     Units Scale Factor Converg.
 KU5107;SPC NY L     -    63,775.068   345,745.134   MT  0.99999675   +0 21 15.3
 KU5107;SPC NY L     -   209,235.37  1,134,332.16   sFT  0.99999675   +0 21 15.3
 KU5107;UTM  18      - 4,511,005.523   630,161.154   MT  0.99980853   +1 00 22.4
 KU5107
 KU5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5107!SPC NY L     -   0.99999846  x   0.99999675  =   0.99999521
 KU5107!UTM  18      -   0.99999846  x   0.99980853  =   0.99980699
 KU5107
 KU5107|---------------------------------------------------------------------|
 KU5107| PID    Reference Object                     Distance      Geod. Az  |
 KU5107|                                                           dddmmss.s |
 KU5107| KU5122 17E 13N AZ                          290.654 METERS 04532     |
 KU5107|---------------------------------------------------------------------|
 KU5107
 KU5107                          SUPERSEDED SURVEY CONTROL
 KU5107
 KU5107  ELLIP H (01/11/99)    9.79   (m)                       GP(       ) 4 1
 KU5107  NAD 83(1996)-  40 44 22.94418(N)    073 27 30.27439(W) AD(       ) 1
 KU5107  NAD 83(1992)-  40 44 22.94404(N)    073 27 30.27413(W) AD(       ) 1
 KU5107  NAD 83(1986)-  40 44 22.94474(N)    073 27 30.27504(W) AD(       ) 1
 KU5107  NGVD 29 (03/24/92)   41.2    (m)          135.     (f) GPS OBS        
 KU5107
 KU5107.Superseded values are not recommended for survey control.
 KU5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5107.See file dsdata.txt to determine how the superseded data were derived.
 KU5107
 KU5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3016111006(NAD 83)
 KU5107_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5107_STAMPING: 17E13N
 KU5107_MARK LOGO: NYDPW 
 KU5107_PROJECTION: RECESSED 8 CENTIMETERS
 KU5107_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5107+STABILITY: POSITION/ELEVATION WELL
 KU5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5107+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5107_ROD/PIPE-DEPTH: 20.6 meters
 KU5107_SLEEVE-DEPTH  : 1.52 meters
 KU5107
 KU5107  HISTORY     - Date     Condition        Report By
 KU5107  HISTORY     - 1990     MONUMENTED       SBAS
 KU5107  HISTORY     - 19910115 GOOD
 KU5107
 KU5107                          STATION DESCRIPTION
 KU5107
 KU5107'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5107'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 21 FEET (6.4 M)
 KU5107'NORTH OF THE CENTERLINE OF THE MAIN ACCESS ROAD TO THE BETHPAGE STATE
 KU5107'PARK AND 0.5 MILES (0.8 KM) EAST OF THE CENTERLINE OF CENTRAL
 KU5107'AVENUE,IN THE GRASS ADJACENT TO THE PAVEMENT.
 KU5107'THE LOCATION TUES ARE 37.0 FEET (11.3 M) FROM THE MANHOLE, 44.0 FEET
 KU5107'(13.4 M) FROM THE DROP INLET AND 36.0 FEET (11.0 M) FROM THE 4 INCH
 KU5107'MAPLE TREE.
 KU5107
 KU5107                          STATION RECOVERY (1991)
 KU5107
 KU5107'RECOVERED 1991
 KU5107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5122 ***********************************************************************
 KU5122  DESIGNATION -  17E 13N AZ
 KU5122  PID         -  KU5122
 KU5122  STATE/COUNTY-  NY/NASSAU
 KU5122  USGS QUAD   -  AMITYVILLE (1979)
 KU5122
 KU5122                         *CURRENT SURVEY CONTROL
 KU5122  ___________________________________________________________________
 KU5122* NAD 83(1996)-  40 44 29.54181(N)    073 27 21.43500(W)     ADJUSTED  
 KU5122* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 KU5122  ___________________________________________________________________
 KU5122  X           -   1,378,024.845 (meters)                     COMP
 KU5122  Y           -  -4,639,035.155 (meters)                     COMP
 KU5122  Z           -   4,140,725.289 (meters)                     COMP
 KU5122  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KU5122  ELLIP HEIGHT-           9.92  (meters)          (12/03/02) GPS OBS
 KU5122  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU5122
 KU5122  HORZ ORDER  -  FIRST
 KU5122  ELLP ORDER  -  FOURTH    CLASS II
 KU5122
 KU5122.The horizontal coordinates were established by GPS observations
 KU5122.and adjusted by the National Geodetic Survey in January 1999..
 KU5122
 KU5122.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5122
 KU5122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5122
 KU5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5122
 KU5122.The ellipsoidal height was determined by GPS observations
 KU5122.and is referenced to NAD 83.
 KU5122
 KU5122.The geoid height was determined by GEOID03.
 KU5122
 KU5122;                    North         East     Units Scale Factor Converg.
 KU5122;SPC NY L     -    63,979.959   345,951.287   MT  0.99999669   +0 21 21.1
 KU5122;SPC NY L     -   209,907.58  1,135,008.51   sFT  0.99999669   +0 21 21.1
 KU5122;UTM  18      - 4,511,212.707   630,364.925   MT  0.99980918   +1 00 28.3
 KU5122
 KU5122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5122!SPC NY L     -   0.99999844  x   0.99999669  =   0.99999513
 KU5122!UTM  18      -   0.99999844  x   0.99980918  =   0.99980762
 KU5122
 KU5122|---------------------------------------------------------------------|
 KU5122| PID    Reference Object                     Distance      Geod. Az  |
 KU5122|                                                           dddmmss.s |
 KU5122| KU5107 17E 13N                             290.654 METERS 22532     |
 KU5122|---------------------------------------------------------------------|
 KU5122
 KU5122                          SUPERSEDED SURVEY CONTROL
 KU5122
 KU5122  ELLIP H (01/11/99)    9.92   (m)                       GP(       ) 4 1
 KU5122  NAD 83(1996)-  40 44 29.54481(N)    073 27 21.43388(W) AD(       ) 1
 KU5122  NAD 83(1992)-  40 44 29.54467(N)    073 27 21.43361(W) AD(       ) 1
 KU5122  NAD 83(1986)-  40 44 29.54540(N)    073 27 21.43453(W) AD(       ) 1
 KU5122  NGVD 29 (03/24/92)   41.4    (m)          136.     (f) GPS OBS        
 KU5122
 KU5122.Superseded values are not recommended for survey control.
 KU5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5122.See file dsdata.txt to determine how the superseded data were derived.
 KU5122
 KU5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3036511213(NAD 83)
 KU5122_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5122_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5122_STAMPING: 17E13NAZ
 KU5122_MARK LOGO: NYDPW 
 KU5122_PROJECTION: RECESSED 8 CENTIMETERS
 KU5122_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5122+STABILITY: POSITION/ELEVATION WELL
 KU5122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5122+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 KU5122_ROD/PIPE-DEPTH: 20.6 meters
 KU5122_SLEEVE-DEPTH  : 1.52 meters
 KU5122
 KU5122  HISTORY     - Date     Condition        Report By
 KU5122  HISTORY     - 1990     MONUMENTED       SBAS
 KU5122  HISTORY     - 19910114 GOOD
 KU5122
 KU5122                          STATION DESCRIPTION
 KU5122
 KU5122'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5122'THE POINT IS LOCATED IN BETHPAGE, TOWN OF OYSTER BAY, 27 FEET (8.2 M)
 KU5122'SOUTH OF THE MAIN ACCESS ROAD TO THE BETHPAGE STATE PARK AND 0.7 MILES
 KU5122'(1.1 KM) EAST OF THE CENTERLINE OF CENTRAL AVENUE, IN THE GRASS
 KU5122'BETWEEN THE ROAD AND THE SOUTH PARKING AREA.
 KU5122'THE LOCATION TIES ARE 69.6 FEET (21.2 M) FROM THE WESTERLY LIGHT POLE,
 KU5122'10.2 FEET (3.1 M) FROM THE EASTERLY LIGHT POLE AND 46.3 FEET
 KU5122'(14.1 M) FROM THE MANHOLE.
 KU5122
 KU5122                          STATION RECOVERY (1991)
 KU5122
 KU5122'RECOVERED 1991
 KU5122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5108 ***********************************************************************
 KU5108  DESIGNATION -  17E 14N
 KU5108  PID         -  KU5108
 KU5108  STATE/COUNTY-  NY/NASSAU
 KU5108  USGS QUAD   -  HUNTINGTON (1979)
 KU5108
 KU5108                         *CURRENT SURVEY CONTROL
 KU5108  ___________________________________________________________________
 KU5108* NAD 83(1996)-  40 45 31.71427(N)    073 27 31.26241(W)     ADJUSTED  
 KU5108* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 KU5108  ___________________________________________________________________
 KU5108  X           -   1,377,448.439 (meters)                     COMP
 KU5108  Y           -  -4,637,904.232 (meters)                     COMP
 KU5108  Z           -   4,142,181.323 (meters)                     COMP
 KU5108  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KU5108  ELLIP HEIGHT-          14.75  (meters)          (12/03/02) GPS OBS
 KU5108  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU5108
 KU5108  HORZ ORDER  -  FIRST
 KU5108  ELLP ORDER  -  FOURTH    CLASS II
 KU5108
 KU5108.The horizontal coordinates were established by GPS observations
 KU5108.and adjusted by the National Geodetic Survey in January 1999..
 KU5108
 KU5108.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5108
 KU5108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5108
 KU5108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5108
 KU5108.The ellipsoidal height was determined by GPS observations
 KU5108.and is referenced to NAD 83.
 KU5108
 KU5108.The geoid height was determined by GEOID03.
 KU5108
 KU5108;                    North         East     Units Scale Factor Converg.
 KU5108;SPC NY L     -    65,896.318   345,708.871   MT  0.99999616   +0 21 14.6
 KU5108;SPC NY L     -   216,194.84  1,134,213.19   sFT  0.99999616   +0 21 14.6
 KU5108;UTM  18      - 4,513,125.824   630,100.761   MT  0.99980834   +1 00 23.1
 KU5108
 KU5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5108!SPC NY L     -   0.99999769  x   0.99999616  =   0.99999385
 KU5108!UTM  18      -   0.99999769  x   0.99980834  =   0.99980603
 KU5108
 KU5108:                Primary Azimuth Mark                     Grid Az
 KU5108:SPC NY L     -  17E 14N AZ                               181 00 34.0
 KU5108:UTM  18      -  17E 14N AZ                               180 21 25.5
 KU5108
 KU5108|---------------------------------------------------------------------|
 KU5108| PID    Reference Object                     Distance      Geod. Az  |
 KU5108|                                                           dddmmss.s |
 KU5108| KU5123 17E 14N AZ                          429.708 METERS 1812148.6 |
 KU5108|---------------------------------------------------------------------|
 KU5108
 KU5108                          SUPERSEDED SURVEY CONTROL
 KU5108
 KU5108  ELLIP H (01/11/99)   14.76   (m)                       GP(       ) 4 1
 KU5108  NAD 83(1996)-  40 45 31.71727(N)    073 27 31.26128(W) AD(       ) 1
 KU5108  NAD 83(1992)-  40 45 31.71713(N)    073 27 31.26101(W) AD(       ) 1
 KU5108  NAD 83(1986)-  40 45 31.71787(N)    073 27 31.26197(W) AD(       ) 1
 KU5108  NGVD 29 (03/24/92)   46.1    (m)          151.     (f) GPS OBS        
 KU5108
 KU5108.Superseded values are not recommended for survey control.
 KU5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5108.See file dsdata.txt to determine how the superseded data were derived.
 KU5108
 KU5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3010113126(NAD 83)
 KU5108_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5108_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5108_STAMPING: 17E14N
 KU5108_MARK LOGO: NYDPW 
 KU5108_PROJECTION: RECESSED 8 CENTIMETERS
 KU5108_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5108+STABILITY: POSITION/ELEVATION WELL
 KU5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5108+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5108_ROD/PIPE-DEPTH: 20.6 meters
 KU5108_SLEEVE-DEPTH  : 1.52 meters
 KU5108
 KU5108  HISTORY     - Date     Condition        Report By
 KU5108  HISTORY     - 1990     MONUMENTED       SBAS
 KU5108  HISTORY     - 19910115 GOOD
 KU5108
 KU5108                          STATION DESCRIPTION
 KU5108
 KU5108'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5108'THE POINT IS LOCATED IN OLD BETHPAGE, TOWN OF OYSTER BAY, 57 FEET
 KU5108'(17.4 M) NORTH WEST OF THE CENTERLINE OF FRANKIE LANE AND 224 FEET
 KU5108'(68.3 M) WEST OF THE CENTERLINE OF ADELE COURT, IN THE PAVED AREA.
 KU5108'THE LOCATION TIES ARE 56.3 FEET (17.2 M) FROM THE CENTER OF THE SEWER
 KU5108'CLEANOUT OF HOUSE NUMBER 9, 38.0 FEET (11.6 M) FROM THE CENTER OF THE
 KU5108'SEWER CLEANOUT HOUSE NUMBER 11 AND 37.3 FEET (11.4 M) FROM THE CENTER
 KU5108'OF THE SEWER MANHOLE.
 KU5108
 KU5108                          STATION RECOVERY (1991)
 KU5108
 KU5108'RECOVERED 1991
 KU5108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5123 ***********************************************************************
 KU5123  DESIGNATION -  17E 14N AZ
 KU5123  PID         -  KU5123
 KU5123  STATE/COUNTY-  NY/NASSAU
 KU5123  USGS QUAD   -  HUNTINGTON (1979)
 KU5123
 KU5123                         *CURRENT SURVEY CONTROL
 KU5123  ___________________________________________________________________
 KU5123* NAD 83(1996)-  40 45 17.78792(N)    073 27 31.69831(W)     ADJUSTED  
 KU5123* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 KU5123  ___________________________________________________________________
 KU5123  X           -   1,377,518.431 (meters)                     COMP
 KU5123  Y           -  -4,638,175.811 (meters)                     COMP
 KU5123  Z           -   4,141,855.753 (meters)                     COMP
 KU5123  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KU5123  ELLIP HEIGHT-          14.50  (meters)          (12/03/02) GPS OBS
 KU5123  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU5123
 KU5123  HORZ ORDER  -  FIRST
 KU5123  ELLP ORDER  -  FOURTH    CLASS II
 KU5123
 KU5123.The horizontal coordinates were established by GPS observations
 KU5123.and adjusted by the National Geodetic Survey in January 1999..
 KU5123
 KU5123.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5123
 KU5123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5123
 KU5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5123
 KU5123.The ellipsoidal height was determined by GPS observations
 KU5123.and is referenced to NAD 83.
 KU5123
 KU5123.The geoid height was determined by GEOID03.
 KU5123
 KU5123;                    North         East     Units Scale Factor Converg.
 KU5123;SPC NY L     -    65,466.679   345,701.301   MT  0.99999627   +0 21 14.3
 KU5123;SPC NY L     -   214,785.26  1,134,188.35   sFT  0.99999627   +0 21 14.3
 KU5123;UTM  18      - 4,512,696.207   630,098.083   MT  0.99980833   +1 00 22.6
 KU5123
 KU5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5123!SPC NY L     -   0.99999773  x   0.99999627  =   0.99999400
 KU5123!UTM  18      -   0.99999773  x   0.99980833  =   0.99980606
 KU5123
 KU5123:                Primary Azimuth Mark                     Grid Az
 KU5123:SPC NY L     -  17E 14N                                  001 00 34.0
 KU5123:UTM  18      -  17E 14N                                  000 21 25.7
 KU5123
 KU5123|---------------------------------------------------------------------|
 KU5123| PID    Reference Object                     Distance      Geod. Az  |
 KU5123|                                                           dddmmss.s |
 KU5123| KU5108 17E 14N                             429.708 METERS 0012148.3 |
 KU5123|---------------------------------------------------------------------|
 KU5123
 KU5123                          SUPERSEDED SURVEY CONTROL
 KU5123
 KU5123  ELLIP H (01/11/99)   14.50   (m)                       GP(       ) 4 1
 KU5123  NAD 83(1996)-  40 45 17.79090(N)    073 27 31.69721(W) AD(       ) 1
 KU5123  NAD 83(1992)-  40 45 17.79076(N)    073 27 31.69693(W) AD(       ) 1
 KU5123  NAD 83(1986)-  40 45 17.79145(N)    073 27 31.69794(W) AD(       ) 1
 KU5123  NGVD 29 (03/24/92)   45.9    (m)          151.     (f) GPS OBS        
 KU5123
 KU5123.Superseded values are not recommended for survey control.
 KU5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5123.See file dsdata.txt to determine how the superseded data were derived.
 KU5123
 KU5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3009812696(NAD 83)
 KU5123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5123_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5123_STAMPING: 17E14NAZ
 KU5123_MARK LOGO: NYDPW 
 KU5123_PROJECTION: RECESSED 8 CENTIMETERS
 KU5123_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5123+STABILITY: POSITION/ELEVATION WELL
 KU5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5123+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 KU5123_ROD/PIPE-DEPTH: 20.6 meters
 KU5123_SLEEVE-DEPTH  : 1.52 meters
 KU5123
 KU5123  HISTORY     - Date     Condition        Report By
 KU5123  HISTORY     - 1990     MONUMENTED       SBAS
 KU5123  HISTORY     - 19910114 GOOD
 KU5123
 KU5123                          STATION DESCRIPTION
 KU5123
 KU5123'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5123'THE POINT IS LOCATED IN OLD BETHPAGE, TOWN OF OYSTER BAY, 49 FEET
 KU5123'(14.9 M) NORTH OF THE EXTENDED CENTERLINE OF BARRY LANE SOUTH AND ON
 KU5123'THE EXTENDED CENTERLINE OF BARRY LANE WEST,IN THE GRASS AREA ADJACENT
 KU5123'TO THE PAVEMENT.
 KU5123'THE LOCATION TIES ARE 68.0 FEET (20.7 M) FROM THE NORTH WEST CORNER OF
 KU5123'THE CONCRETE PAD ON THE NORTH LEG OF THE HIGH TENSION TOWER, 51.9
 KU5123'FEET (15.8 M) FROM THE CENTER OF THE EASTERLY SEWER MANHOLE AND 94.7
 KU5123'FEET (28.9 M) FROM THE CENTER OF THE NORTHERLY SEWER MANHOLE.
 KU5123
 KU5123                          STATION RECOVERY (1991)
 KU5123
 KU5123'RECOVERED 1991
 KU5123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5109 ***********************************************************************
 KU5109  DESIGNATION -  17E 15N
 KU5109  PID         -  KU5109
 KU5109  STATE/COUNTY-  NY/NASSAU
 KU5109  USGS QUAD   -  HUNTINGTON (1979)
 KU5109
 KU5109                         *CURRENT SURVEY CONTROL
 KU5109  ___________________________________________________________________
 KU5109* NAD 83(1996)-  40 46 07.78386(N)    073 27 38.57482(W)     ADJUSTED  
 KU5109* NAVD 88     -        49.9    (meters)     164.     (feet)  VERTCON   
 KU5109  ___________________________________________________________________
 KU5109  X           -   1,377,078.088 (meters)                     COMP
 KU5109  Y           -  -4,637,259.606 (meters)                     COMP
 KU5109  Z           -   4,143,026.724 (meters)                     COMP
 KU5109  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 KU5109  ELLIP HEIGHT-          18.85  (meters)          (12/03/02) GPS OBS
 KU5109  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU5109
 KU5109  HORZ ORDER  -  FIRST
 KU5109  ELLP ORDER  -  FOURTH    CLASS II
 KU5109
 KU5109.The horizontal coordinates were established by GPS observations
 KU5109.and adjusted by the National Geodetic Survey in January 1999..
 KU5109
 KU5109.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5109
 KU5109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5109
 KU5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5109
 KU5109.The ellipsoidal height was determined by GPS observations
 KU5109.and is referenced to NAD 83.
 KU5109
 KU5109.The geoid height was determined by GEOID03.
 KU5109
 KU5109;                    North         East     Units Scale Factor Converg.
 KU5109;SPC NY L     -    67,007.875   345,530.506   MT  0.99999590   +0 21 09.9
 KU5109;SPC NY L     -   219,841.67  1,133,628.00   sFT  0.99999590   +0 21 09.9
 KU5109;UTM  18      - 4,514,235.069   629,909.786   MT  0.99980772   +1 00 19.1
 KU5109
 KU5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5109!SPC NY L     -   0.99999704  x   0.99999590  =   0.99999294
 KU5109!UTM  18      -   0.99999704  x   0.99980772  =   0.99980476
 KU5109
 KU5109|---------------------------------------------------------------------|
 KU5109| PID    Reference Object                     Distance      Geod. Az  |
 KU5109|                                                           dddmmss.s |
 KU5109| KU5124 17E 15N AZ                          260.747 METERS 21713     |
 KU5109|---------------------------------------------------------------------|
 KU5109
 KU5109                          SUPERSEDED SURVEY CONTROL
 KU5109
 KU5109  ELLIP H (01/11/99)   18.85   (m)                       GP(       ) 4 1
 KU5109  NAD 83(1996)-  40 46 07.78681(N)    073 27 38.57376(W) AD(       ) 1
 KU5109  NAD 83(1992)-  40 46 07.78667(N)    073 27 38.57347(W) AD(       ) 1
 KU5109  NAD 83(1986)-  40 46 07.78749(N)    073 27 38.57457(W) AD(       ) 1
 KU5109  NGVD 29 (03/24/92)   50.2    (m)          165.     (f) GPS OBS        
 KU5109
 KU5109.Superseded values are not recommended for survey control.
 KU5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5109.See file dsdata.txt to determine how the superseded data were derived.
 KU5109
 KU5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2991014235(NAD 83)
 KU5109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5109_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5109_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5109_STAMPING: 17E15N
 KU5109_MARK LOGO: NYDPW 
 KU5109_PROJECTION: RECESSED 8 CENTIMETERS
 KU5109_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5109+STABILITY: POSITION/ELEVATION WELL
 KU5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5109+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5109_ROD/PIPE-DEPTH: 20.6 meters
 KU5109_SLEEVE-DEPTH  : 1.52 meters
 KU5109
 KU5109  HISTORY     - Date     Condition        Report By
 KU5109  HISTORY     - 1989     MONUMENTED       SBAS
 KU5109  HISTORY     - 19910115 GOOD
 KU5109
 KU5109                          STATION DESCRIPTION
 KU5109
 KU5109'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5109'THE POINT IS LOCATED IN OLD BETHPAGE, TOWN OF OYSTER BAY, 21 FEET
 KU5109'(6.4 M) EAST OF THE CENTERLINE OF JOHN DRIVE AND 43 FEET (13.1 M)
 KU5109'NORTH OF THE CENTERLINE OF WALTER LANE, IN THE SIDEWALK.
 KU5109'THE LOCATION TIES ARE 32.3 FEET (9.8 M) FROM THE CENTER OF THE SEWER
 KU5109'MANHOLE, 31.0 FEET (9.4 M) FROM THE CENTER OF THE LIGHTPOLE AND 14.2
 KU5109'FEET (4.3 M) FROM THE NORTH EAST CORNER OF THE ADDITIONAL CONCRETE
 KU5109'SIDEWALK BETWEEN THE CURB AND SIDEWALK AT THE CORNER OF JOHN DRIVE
 KU5109'AND WALTER LANE.
 KU5109
 KU5109                          STATION RECOVERY (1991)
 KU5109
 KU5109'RECOVERED 1991
 KU5109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5124 ***********************************************************************
 KU5124  DESIGNATION -  17E 15N AZ
 KU5124  PID         -  KU5124
 KU5124  STATE/COUNTY-  NY/NASSAU
 KU5124  USGS QUAD   -  HUNTINGTON (1979)
 KU5124
 KU5124                         *CURRENT SURVEY CONTROL
 KU5124  ___________________________________________________________________
 KU5124* NAD 83(1996)-  40 46 01.05219(N)    073 27 45.29903(W)     ADJUSTED  
 KU5124* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 KU5124  ___________________________________________________________________
 KU5124  X           -   1,376,964.512 (meters)                     COMP
 KU5124  Y           -  -4,637,431.122 (meters)                     COMP
 KU5124  Z           -   4,142,866.433 (meters)                     COMP
 KU5124  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KU5124  ELLIP HEIGHT-          14.22  (meters)          (12/03/02) GPS OBS
 KU5124  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KU5124
 KU5124  HORZ ORDER  -  FIRST
 KU5124  ELLP ORDER  -  FOURTH    CLASS II
 KU5124
 KU5124.The horizontal coordinates were established by GPS observations
 KU5124.and adjusted by the National Geodetic Survey in January 1999..
 KU5124
 KU5124.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5124
 KU5124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5124
 KU5124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5124
 KU5124.The ellipsoidal height was determined by GPS observations
 KU5124.and is referenced to NAD 83.
 KU5124
 KU5124.The geoid height was determined by GEOID03.
 KU5124
 KU5124;                    North         East     Units Scale Factor Converg.
 KU5124;SPC NY L     -    66,799.259   345,374.085   MT  0.99999595   +0 21 05.5
 KU5124;SPC NY L     -   219,157.24  1,133,114.81   sFT  0.99999595   +0 21 05.5
 KU5124;UTM  18      - 4,514,024.724   629,755.780   MT  0.99980723   +1 00 14.6
 KU5124
 KU5124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5124!SPC NY L     -   0.99999777  x   0.99999595  =   0.99999372
 KU5124!UTM  18      -   0.99999777  x   0.99980723  =   0.99980500
 KU5124
 KU5124:                Primary Azimuth Mark                     Grid Az
 KU5124:SPC NY L     -  17E 14N AZ                               166 12 14.2
 KU5124:UTM  18      -  17E 14N AZ                               165 33 05.1
 KU5124
 KU5124|---------------------------------------------------------------------|
 KU5124| PID    Reference Object                     Distance      Geod. Az  |
 KU5124|                                                           dddmmss.s |
 KU5124| KU5123 17E 14N AZ                          APPROX. 1.4 KM 1663319.7 |
 KU5124|---------------------------------------------------------------------|
 KU5124
 KU5124                          SUPERSEDED SURVEY CONTROL
 KU5124
 KU5124  ELLIP H (01/11/99)   14.23   (m)                       GP(       ) 4 1
 KU5124  NAD 83(1996)-  40 46 01.05514(N)    073 27 45.29797(W) AD(       ) 1
 KU5124  NAD 83(1992)-  40 46 01.05500(N)    073 27 45.29768(W) AD(       ) 1
 KU5124  NAD 83(1986)-  40 46 01.05579(N)    073 27 45.29880(W) AD(       ) 1
 KU5124  NGVD 29 (03/24/92)   45.6    (m)          150.     (f) GPS OBS        
 KU5124
 KU5124.Superseded values are not recommended for survey control.
 KU5124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5124.See file dsdata.txt to determine how the superseded data were derived.
 KU5124
 KU5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2975614025(NAD 83)
 KU5124_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5124_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5124_STAMPING: 17E15NAZ
 KU5124_MARK LOGO: NYDPW 
 KU5124_PROJECTION: RECESSED 8 CENTIMETERS
 KU5124_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5124+STABILITY: POSITION/ELEVATION WELL
 KU5124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5124+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5124_ROD/PIPE-DEPTH: 20.6 meters
 KU5124_SLEEVE-DEPTH  : 1.52 meters
 KU5124
 KU5124  HISTORY     - Date     Condition        Report By
 KU5124  HISTORY     - 1989     MONUMENTED       SBAS
 KU5124  HISTORY     - 19910115 GOOD
 KU5124
 KU5124                          STATION DESCRIPTION
 KU5124
 KU5124'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5124'THE POINT IS LOCATED IN OLD BETHPAGE, TOWN OF OYSTER BAY, 22 FEET
 KU5124'(6.7 M) SOUTH EAST OF THE CENTERLINE OF JOHN DRIVE AND 21 FEET
 KU5124'(6.4 M) NORTH EAST OF THE CENTERLINE OF MICHAEL DRIVE, IN THE PAVED
 KU5124'ROADWAY.
 KU5124'THE LOCATION TIES ARE 42.9 FEET (13.1 M) FROM THE CENTER OF THE
 KU5124'MANHOLE CASTING IN THE CATCH BASIN ON THE WEST SIDE OF MICHAEL DRIVE,
 KU5124'28.0 FEET (8.5 M) FROM THE CENTER OF THE MANHOLE CASTING IN THE CATCH
 KU5124'BASIN ON THE NORTH EAST CORNER OF JOHN DRIVE AND MICHAEL DRIVE AND
 KU5124'14.7 FEET (4.5 M) FROM THE CENTER OF THE LIGHT POLE.
 KU5124
 KU5124                          STATION RECOVERY (1991)
 KU5124
 KU5124'RECOVERED 1991
 KU5124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5110 ***********************************************************************
 KU5110  DESIGNATION -  17E 16N
 KU5110  PID         -  KU5110
 KU5110  STATE/COUNTY-  NY/NASSAU
 KU5110  USGS QUAD   -  HUNTINGTON (1979)
 KU5110
 KU5110                         *CURRENT SURVEY CONTROL
 KU5110  ___________________________________________________________________
 KU5110* NAD 83(1996)-  40 47 09.85615(N)    073 27 21.60617(W)     ADJUSTED  
 KU5110* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 KU5110  ___________________________________________________________________
 KU5110  X           -   1,377,106.189 (meters)                     COMP
 KU5110  Y           -  -4,635,956.649 (meters)                     COMP
 KU5110  Z           -   4,144,484.909 (meters)                     COMP
 KU5110  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 KU5110  ELLIP HEIGHT-          31.45  (meters)          (12/03/02) GPS OBS
 KU5110  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU5110
 KU5110  HORZ ORDER  -  FIRST
 KU5110  ELLP ORDER  -  FOURTH    CLASS II
 KU5110
 KU5110.The horizontal coordinates were established by GPS observations
 KU5110.and adjusted by the National Geodetic Survey in January 1999..
 KU5110
 KU5110.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5110
 KU5110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5110
 KU5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5110
 KU5110.The ellipsoidal height was determined by GPS observations
 KU5110.and is referenced to NAD 83.
 KU5110
 KU5110.The geoid height was determined by GEOID03.
 KU5110
 KU5110;                    North         East     Units Scale Factor Converg.
 KU5110;SPC NY L     -    68,925.042   345,916.561   MT  0.99999552   +0 21 21.0
 KU5110;SPC NY L     -   226,131.58  1,134,894.58   sFT  0.99999552   +0 21 21.0
 KU5110;UTM  18      - 4,516,156.149   630,273.906   MT  0.99980889   +1 00 31.5
 KU5110
 KU5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5110!SPC NY L     -   0.99999507  x   0.99999552  =   0.99999059
 KU5110!UTM  18      -   0.99999507  x   0.99980889  =   0.99980396
 KU5110
 KU5110|---------------------------------------------------------------------|
 KU5110| PID    Reference Object                     Distance      Geod. Az  |
 KU5110|                                                           dddmmss.s |
 KU5110| KU5125 17E 16N AZ                          302.446 METERS 17634     |
 KU5110|---------------------------------------------------------------------|
 KU5110
 KU5110                          SUPERSEDED SURVEY CONTROL
 KU5110
 KU5110  ELLIP H (01/11/99)   31.45   (m)                       GP(       ) 4 1
 KU5110  NAD 83(1996)-  40 47 09.85910(N)    073 27 21.60511(W) AD(       ) 1
 KU5110  NAD 83(1992)-  40 47 09.85896(N)    073 27 21.60483(W) AD(       ) 1
 KU5110  NAD 83(1986)-  40 47 09.85981(N)    073 27 21.60598(W) AD(       ) 1
 KU5110  NGVD 29 (03/24/92)   62.7    (m)          206.     (f) GPS OBS        
 KU5110
 KU5110.Superseded values are not recommended for survey control.
 KU5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5110.See file dsdata.txt to determine how the superseded data were derived.
 KU5110
 KU5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3027416156(NAD 83)
 KU5110_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5110_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5110_STAMPING: 17E16N
 KU5110_MARK LOGO: NYDPW 
 KU5110_PROJECTION: RECESSED 8 CENTIMETERS
 KU5110_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5110+STABILITY: POSITION/ELEVATION WELL
 KU5110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5110+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5110_ROD/PIPE-DEPTH: 20.6 meters
 KU5110_SLEEVE-DEPTH  : 1.52 meters
 KU5110
 KU5110  HISTORY     - Date     Condition        Report By
 KU5110  HISTORY     - 1989     MONUMENTED       SBAS
 KU5110  HISTORY     - 19910115 GOOD
 KU5110
 KU5110                          STATION DESCRIPTION
 KU5110
 KU5110'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5110'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 20 FEET
 KU5110'(6.1 M) EAST OF THE CENTERLINE OF EAST BETHPAGE ROAD AND 748 FEET
 KU5110'(228.0 M) SOUTH OF THE CENTERLINE OF WASHINGTON AVENUE, IN THE GRASS
 KU5110'AREA ADJACENT TO THE CURB.
 KU5110'THE LOCATION TIES ARE 104.9 FEET (32.0 M) FROM THE CENTER OF THE
 KU5110'HYDRANT, 51.2 FEET (15.6 M) FROM THE SOUTH LEG OF THE SIGN ORELUBE
 KU5110'CORP AND 3.2 FEET (1.0 M) FROM THE FACE OF THE CURB.
 KU5110
 KU5110                          STATION RECOVERY (1991)
 KU5110
 KU5110'RECOVERED 1991
 KU5110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5125 ***********************************************************************
 KU5125  DESIGNATION -  17E 16N AZ
 KU5125  PID         -  KU5125
 KU5125  STATE/COUNTY-  NY/NASSAU
 KU5125  USGS QUAD   -  HUNTINGTON (1979)
 KU5125
 KU5125                         *CURRENT SURVEY CONTROL
 KU5125  ___________________________________________________________________
 KU5125* NAD 83(1996)-  40 47 00.06912(N)    073 27 20.83263(W)     ADJUSTED  
 KU5125* NAVD 88     -        61.2    (meters)     201.     (feet)  VERTCON   
 KU5125  ___________________________________________________________________
 KU5125  X           -   1,377,179.470 (meters)                     COMP
 KU5125  Y           -  -4,636,139.651 (meters)                     COMP
 KU5125  Z           -   4,144,255.526 (meters)                     COMP
 KU5125  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KU5125  ELLIP HEIGHT-          30.24  (meters)          (12/03/02) GPS OBS
 KU5125  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU5125
 KU5125  HORZ ORDER  -  FIRST
 KU5125  ELLP ORDER  -  FOURTH    CLASS II
 KU5125
 KU5125.The horizontal coordinates were established by GPS observations
 KU5125.and adjusted by the National Geodetic Survey in January 1999..
 KU5125
 KU5125.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5125
 KU5125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5125
 KU5125.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5125
 KU5125.The ellipsoidal height was determined by GPS observations
 KU5125.and is referenced to NAD 83.
 KU5125
 KU5125.The geoid height was determined by GEOID03.
 KU5125
 KU5125;                    North         East     Units Scale Factor Converg.
 KU5125;SPC NY L     -    68,623.259   345,936.573   MT  0.99999558   +0 21 21.5
 KU5125;SPC NY L     -   225,141.48  1,134,960.24   sFT  0.99999558   +0 21 21.5
 KU5125;UTM  18      - 4,515,854.671   630,297.351   MT  0.99980897   +1 00 31.8
 KU5125
 KU5125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5125!SPC NY L     -   0.99999526  x   0.99999558  =   0.99999084
 KU5125!UTM  18      -   0.99999526  x   0.99980897  =   0.99980423
 KU5125
 KU5125|---------------------------------------------------------------------|
 KU5125| PID    Reference Object                     Distance      Geod. Az  |
 KU5125|                                                           dddmmss.s |
 KU5125| KU5110 17E 16N                             302.446 METERS 35634     |
 KU5125|---------------------------------------------------------------------|
 KU5125
 KU5125                          SUPERSEDED SURVEY CONTROL
 KU5125
 KU5125  ELLIP H (01/11/99)   30.24   (m)                       GP(       ) 4 1
 KU5125  NAD 83(1996)-  40 47 00.07208(N)    073 27 20.83156(W) AD(       ) 1
 KU5125  NAD 83(1992)-  40 47 00.07193(N)    073 27 20.83128(W) AD(       ) 1
 KU5125  NAD 83(1986)-  40 47 00.07279(N)    073 27 20.83242(W) AD(       ) 1
 KU5125  NGVD 29 (03/24/92)   61.5    (m)          202.     (f) GPS OBS        
 KU5125
 KU5125.Superseded values are not recommended for survey control.
 KU5125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5125.See file dsdata.txt to determine how the superseded data were derived.
 KU5125
 KU5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3029715855(NAD 83)
 KU5125_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5125_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5125_STAMPING: 17E16NAZ
 KU5125_MARK LOGO: NYDPW 
 KU5125_PROJECTION: RECESSED 8 CENTIMETERS
 KU5125_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5125+STABILITY: POSITION/ELEVATION WELL
 KU5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5125+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 KU5125_ROD/PIPE-DEPTH: 20.6 meters
 KU5125_SLEEVE-DEPTH  : 1.52 meters
 KU5125
 KU5125  HISTORY     - Date     Condition        Report By
 KU5125  HISTORY     - 1989     MONUMENTED       SBAS
 KU5125  HISTORY     - 19910115 GOOD
 KU5125
 KU5125                          STATION DESCRIPTION
 KU5125
 KU5125'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5125'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 20 FEET
 KU5125'(6.1 M) EAST OF THE CENTERLINE OF EAST BETHPAGE ROAD AND 0.35 MILES
 KU5125'(0.56 KM) NORTH OF OLD COUNTRY ROAD, IN THE GRASS AREA ADJACENT TO
 KU5125'THE CURB.
 KU5125'THE LOCATION TIES ARE 88.4 FEET (26.9 M) FROM THE CENTER OF THE
 KU5125'HYDRANT, 31.6 FEET (9.6 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5125'75.8 FEET (23.1 M) FROM THE CENTER OF THE DRAIN MANHOLE.
 KU5125
 KU5125                          STATION RECOVERY (1991)
 KU5125
 KU5125'RECOVERED 1991
 KU5125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5111 ***********************************************************************
 KU5111  DESIGNATION -  17E 17N
 KU5111  PID         -  KU5111
 KU5111  STATE/COUNTY-  NY/NASSAU
 KU5111  USGS QUAD   -  HUNTINGTON (1979)
 KU5111
 KU5111                         *CURRENT SURVEY CONTROL
 KU5111  ___________________________________________________________________
 KU5111* NAD 83(1996)-  40 48 04.52718(N)    073 27 31.08262(W)     ADJUSTED  
 KU5111* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 KU5111  ___________________________________________________________________
 KU5111  X           -   1,376,582.728 (meters)                     COMP
 KU5111  Y           -  -4,634,974.558 (meters)                     COMP
 KU5111  Z           -   4,145,771.458 (meters)                     COMP
 KU5111  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 KU5111  ELLIP HEIGHT-          46.43  (meters)          (12/03/02) GPS OBS
 KU5111  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU5111
 KU5111  HORZ ORDER  -  FIRST
 KU5111  ELLP ORDER  -  FOURTH    CLASS II
 KU5111
 KU5111.The horizontal coordinates were established by GPS observations
 KU5111.and adjusted by the National Geodetic Survey in January 1999..
 KU5111
 KU5111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5111
 KU5111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5111
 KU5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5111
 KU5111.The ellipsoidal height was determined by GPS observations
 KU5111.and is referenced to NAD 83.
 KU5111
 KU5111.The geoid height was determined by GEOID03.
 KU5111
 KU5111;                    North         East     Units Scale Factor Converg.
 KU5111;SPC NY L     -    70,610.073   345,683.956   MT  0.99999526   +0 21 14.8
 KU5111;SPC NY L     -   231,659.88  1,134,131.45   sFT  0.99999526   +0 21 14.8
 KU5111;UTM  18      - 4,517,838.106   630,022.157   MT  0.99980808   +1 00 26.4
 KU5111
 KU5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5111!SPC NY L     -   0.99999272  x   0.99999526  =   0.99998798
 KU5111!UTM  18      -   0.99999272  x   0.99980808  =   0.99980080
 KU5111
 KU5111|---------------------------------------------------------------------|
 KU5111| PID    Reference Object                     Distance      Geod. Az  |
 KU5111|                                                           dddmmss.s |
 KU5111| KU5126 17E 17N AZ                          321.861 METERS 07537     |
 KU5111| KU5110 17E 16N                             APPROX. 1.7 KM 1722940.4 |
 KU5111|---------------------------------------------------------------------|
 KU5111
 KU5111                          SUPERSEDED SURVEY CONTROL
 KU5111
 KU5111  ELLIP H (01/11/99)   46.43   (m)                       GP(       ) 4 1
 KU5111  NAD 83(1996)-  40 48 04.53012(N)    073 27 31.08156(W) AD(       ) 1
 KU5111  NAD 83(1992)-  40 48 04.52998(N)    073 27 31.08130(W) AD(       ) 1
 KU5111  NAD 83(1986)-  40 48 04.53093(N)    073 27 31.08258(W) AD(       ) 1
 KU5111  NGVD 29 (03/24/92)   77.7    (m)          255.     (f) GPS OBS        
 KU5111
 KU5111.Superseded values are not recommended for survey control.
 KU5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5111.See file dsdata.txt to determine how the superseded data were derived.
 KU5111
 KU5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3002217838(NAD 83)
 KU5111_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5111_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5111_STAMPING: 17E17N
 KU5111_MARK LOGO: NYDPW 
 KU5111_PROJECTION: RECESSED 8 CENTIMETERS
 KU5111_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5111+STABILITY: POSITION/ELEVATION WELL
 KU5111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5111+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 KU5111_ROD/PIPE-DEPTH: 20.6 meters
 KU5111_SLEEVE-DEPTH  : 1.52 meters
 KU5111
 KU5111  HISTORY     - Date     Condition        Report By
 KU5111  HISTORY     - 1989     MONUMENTED       SBAS
 KU5111  HISTORY     - 19910419 GOOD
 KU5111
 KU5111                          STATION DESCRIPTION
 KU5111
 KU5111'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5111'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 100 FEET
 KU5111'(30.5 M) EAST OF THE CENTERLINE OF HARVARD DRIVE AND 19 FEET (5.8 M)
 KU5111'NORTH OF THE CENTERLINE OF BUCKNELL DRIVE,IN THE GRASS AREA ADJACENT
 KU5111'TO THE CURB.
 KU5111'THE LOCATION TIES ARE 21.5 FEET (6.6 M) FROM THE CENTER OF THE
 KU5111'WESTERLY SEWER MANHOLE, 91.2 FEET (27.8 M) FROM THE CENTER OF THE
 KU5111'EASTERLY SEWER MANHOLE AND 75.1 FEET (22.9 M) FROM THE CENTER OF THE
 KU5111'WATER VALVE.
 KU5111
 KU5111                          STATION RECOVERY (1991)
 KU5111
 KU5111'RECOVERED 1991
 KU5111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5126 ***********************************************************************
 KU5126  DESIGNATION -  17E 17N AZ
 KU5126  PID         -  KU5126
 KU5126  STATE/COUNTY-  NY/NASSAU
 KU5126  USGS QUAD   -  HUNTINGTON (1979)
 KU5126
 KU5126                         *CURRENT SURVEY CONTROL
 KU5126  ___________________________________________________________________
 KU5126* NAD 83(1996)-  40 48 07.11905(N)    073 27 17.78222(W)     ADJUSTED  
 KU5126* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 KU5126  ___________________________________________________________________
 KU5126  X           -   1,376,868.529 (meters)                     COMP
 KU5126  Y           -  -4,634,841.790 (meters)                     COMP
 KU5126  Z           -   4,145,837.463 (meters)                     COMP
 KU5126  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KU5126  ELLIP HEIGHT-          54.82  (meters)          (12/03/02) GPS OBS
 KU5126  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU5126
 KU5126  HORZ ORDER  -  FIRST
 KU5126  ELLP ORDER  -  FOURTH    CLASS II
 KU5126
 KU5126.The horizontal coordinates were established by GPS observations
 KU5126.and adjusted by the National Geodetic Survey in January 1999..
 KU5126
 KU5126.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5126
 KU5126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5126
 KU5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5126
 KU5126.The ellipsoidal height was determined by GPS observations
 KU5126.and is referenced to NAD 83.
 KU5126
 KU5126.The geoid height was determined by GEOID03.
 KU5126
 KU5126;                    North         East     Units Scale Factor Converg.
 KU5126;SPC NY L     -    70,691.957   345,995.225   MT  0.99999525   +0 21 23.5
 KU5126;SPC NY L     -   231,928.53  1,135,152.67   sFT  0.99999525   +0 21 23.5
 KU5126;UTM  18      - 4,517,923.517   630,332.415   MT  0.99980908   +1 00 35.1
 KU5126
 KU5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5126!SPC NY L     -   0.99999140  x   0.99999525  =   0.99998665
 KU5126!UTM  18      -   0.99999140  x   0.99980908  =   0.99980048
 KU5126
 KU5126|---------------------------------------------------------------------|
 KU5126| PID    Reference Object                     Distance      Geod. Az  |
 KU5126|                                                           dddmmss.s |
 KU5126| KU5111 17E 17N                             321.861 METERS 25537     |
 KU5126|---------------------------------------------------------------------|
 KU5126
 KU5126                          SUPERSEDED SURVEY CONTROL
 KU5126
 KU5126  ELLIP H (01/11/99)   54.82   (m)                       GP(       ) 4 1
 KU5126  NAD 83(1996)-  40 48 07.12198(N)    073 27 17.78118(W) AD(       ) 1
 KU5126  NAD 83(1992)-  40 48 07.12184(N)    073 27 17.78091(W) AD(       ) 1
 KU5126  NAD 83(1986)-  40 48 07.12268(N)    073 27 17.78242(W) AD(       ) 1
 KU5126  NGVD 29 (03/24/92)   86.1    (m)          282.     (f) GPS OBS        
 KU5126
 KU5126.Superseded values are not recommended for survey control.
 KU5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5126.See file dsdata.txt to determine how the superseded data were derived.
 KU5126
 KU5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3033217924(NAD 83)
 KU5126_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5126_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5126_STAMPING: 17E17NAZ
 KU5126_MARK LOGO: NYDPW 
 KU5126_PROJECTION: RECESSED 8 CENTIMETERS
 KU5126_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5126+STABILITY: POSITION/ELEVATION WELL
 KU5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5126+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5126_ROD/PIPE-DEPTH: 20.6 meters
 KU5126_SLEEVE-DEPTH  : 1.52 meters
 KU5126
 KU5126  HISTORY     - Date     Condition        Report By
 KU5126  HISTORY     - 1989     MONUMENTED       SBAS
 KU5126  HISTORY     - 19910221 GOOD
 KU5126
 KU5126                          STATION DESCRIPTION
 KU5126
 KU5126'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5126'THE POINT IS LOCATED IN PLAINVIEW, TOWN OF OYSTER BAY, 22 FEET
 KU5126'(6.7 M) SOUTH OF THE CENTERLINE OF BUCKNELL DRIVE AND 39 FEET
 KU5126'(11.9 M) EAST OF THE CENTERLINE OF HOFSTRA DRIVE,IN THE GRASS AREA
 KU5126'ADJACENT TO THE CURB.
 KU5126'THE LOCATION TIES ARE 41.2 FEET (12.6 M) FROM THE CENTER OF THE SEWER
 KU5126'MANHOLE, 34.2 FEET (10.4 M) FROM THE CENTER OF THE DRAIN MANHOLE AND
 KU5126'38.0 FEET (11.6 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 4.
 KU5126
 KU5126                          STATION RECOVERY (1991)
 KU5126
 KU5126'RECOVERED 1991
 KU5126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5112 ***********************************************************************
 KU5112  DESIGNATION -  17E 18N
 KU5112  PID         -  KU5112
 KU5112  STATE/COUNTY-  NY/NASSAU
 KU5112  USGS QUAD   -  HUNTINGTON (1979)
 KU5112
 KU5112                         *CURRENT SURVEY CONTROL
 KU5112  ___________________________________________________________________
 KU5112* NAD 83(1996)-  40 48 58.13286(N)    073 27 23.68889(W)     ADJUSTED  
 KU5112* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 KU5112  ___________________________________________________________________
 KU5112  X           -   1,376,445.046 (meters)                     COMP
 KU5112  Y           -  -4,633,902.361 (meters)                     COMP
 KU5112  Z           -   4,147,034.867 (meters)                     COMP
 KU5112  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KU5112  ELLIP HEIGHT-          64.49  (meters)          (12/03/02) GPS OBS
 KU5112  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU5112
 KU5112  HORZ ORDER  -  FIRST
 KU5112  ELLP ORDER  -  FOURTH    CLASS II
 KU5112
 KU5112.The horizontal coordinates were established by GPS observations
 KU5112.and adjusted by the National Geodetic Survey in January 1999..
 KU5112
 KU5112.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5112
 KU5112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5112
 KU5112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5112
 KU5112.The ellipsoidal height was determined by GPS observations
 KU5112.and is referenced to NAD 83.
 KU5112
 KU5112.The geoid height was determined by GEOID03.
 KU5112
 KU5112;                    North         East     Units Scale Factor Converg.
 KU5112;SPC NY L     -    72,264.696   345,847.010   MT  0.99999508   +0 21 19.6
 KU5112;SPC NY L     -   237,088.42  1,134,666.40   sFT  0.99999508   +0 21 19.6
 KU5112;UTM  18      - 4,519,494.171   630,166.305   MT  0.99980854   +1 00 32.3
 KU5112
 KU5112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5112!SPC NY L     -   0.99998988  x   0.99999508  =   0.99998496
 KU5112!UTM  18      -   0.99998988  x   0.99980854  =   0.99979843
 KU5112
 KU5112|---------------------------------------------------------------------|
 KU5112| PID    Reference Object                     Distance      Geod. Az  |
 KU5112|                                                           dddmmss.s |
 KU5112| KU5127 17E 18N AZ                          307.755 METERS 07600     |
 KU5112|---------------------------------------------------------------------|
 KU5112
 KU5112                          SUPERSEDED SURVEY CONTROL
 KU5112
 KU5112  ELLIP H (01/11/99)   64.49   (m)                       GP(       ) 4 1
 KU5112  NAD 83(1996)-  40 48 58.13580(N)    073 27 23.68784(W) AD(       ) 1
 KU5112  NAD 83(1992)-  40 48 58.13565(N)    073 27 23.68757(W) AD(       ) 1
 KU5112  NAD 83(1986)-  40 48 58.13654(N)    073 27 23.68892(W) AD(       ) 1
 KU5112  NGVD 29 (03/24/92)   95.7    (m)          314.     (f) GPS OBS        
 KU5112
 KU5112.Superseded values are not recommended for survey control.
 KU5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5112.See file dsdata.txt to determine how the superseded data were derived.
 KU5112
 KU5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3016619494(NAD 83)
 KU5112_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5112_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5112_STAMPING: 17E18N
 KU5112_MARK LOGO: NYDPW 
 KU5112_PROJECTION: RECESSED 8 CENTIMETERS
 KU5112_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5112+STABILITY: POSITION/ELEVATION WELL
 KU5112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5112+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991
 KU5112_ROD/PIPE-DEPTH: 20.6 meters
 KU5112_SLEEVE-DEPTH  : 1.52 meters
 KU5112
 KU5112  HISTORY     - Date     Condition        Report By
 KU5112  HISTORY     - 1989     MONUMENTED       SBAS
 KU5112  HISTORY     - 19910401 GOOD
 KU5112
 KU5112                          STATION DESCRIPTION
 KU5112
 KU5112'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5112'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 17 FEET (5.2 M)
 KU5112'NORTH OF THE CENTERLINE OF ORCHARD DRIVE AND 1226 FEET (373.7 M) WEST
 KU5112'OF THE CENTERLINE OF PLAINVIEW ROAD,IN THE GRASS AREA ADJACENT TO THE
 KU5112'CURB.
 KU5112'THE LOCATION TIES ARE 13.9 FEET (4.2 M) FROM THE WATER METER, 80.8
 KU5112'FEET (24.6 M) FROM THE NEW YORK TELEPHONE UTILITY POLE NUMBER 30 AND
 KU5112'70.0 FEET (21.3 M) FROM THE HYDRANT.
 KU5112
 KU5112                          STATION RECOVERY (1991)
 KU5112
 KU5112'RECOVERED 1991
 KU5112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5127 ***********************************************************************
 KU5127  DESIGNATION -  17E 18N AZ
 KU5127  PID         -  KU5127
 KU5127  STATE/COUNTY-  NY/NASSAU
 KU5127  USGS QUAD   -  HUNTINGTON (1979)
 KU5127
 KU5127                         *CURRENT SURVEY CONTROL
 KU5127  ___________________________________________________________________
 KU5127* NAD 83(1996)-  40 49 00.54559(N)    073 27 10.94672(W)     ADJUSTED  
 KU5127* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 KU5127  ___________________________________________________________________
 KU5127  X           -   1,376,714.973 (meters)                     COMP
 KU5127  Y           -  -4,633,762.345 (meters)                     COMP
 KU5127  Z           -   4,147,083.677 (meters)                     COMP
 KU5127  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU5127  ELLIP HEIGHT-          52.99  (meters)          (12/03/02) GPS OBS
 KU5127  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU5127
 KU5127  HORZ ORDER  -  FIRST
 KU5127  ELLP ORDER  -  FOURTH    CLASS II
 KU5127
 KU5127.The horizontal coordinates were established by GPS observations
 KU5127.and adjusted by the National Geodetic Survey in January 1999..
 KU5127
 KU5127.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5127
 KU5127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5127
 KU5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5127
 KU5127.The ellipsoidal height was determined by GPS observations
 KU5127.and is referenced to NAD 83.
 KU5127
 KU5127.The geoid height was determined by GEOID03.
 KU5127
 KU5127;                    North         East     Units Scale Factor Converg.
 KU5127;SPC NY L     -    72,340.979   346,145.160   MT  0.99999507   +0 21 27.9
 KU5127;SPC NY L     -   237,338.70  1,135,644.58   sFT  0.99999507   +0 21 27.9
 KU5127;UTM  18      - 4,519,573.835   630,463.510   MT  0.99980950   +1 00 40.7
 KU5127
 KU5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5127!SPC NY L     -   0.99999169  x   0.99999507  =   0.99998676
 KU5127!UTM  18      -   0.99999169  x   0.99980950  =   0.99980119
 KU5127
 KU5127|---------------------------------------------------------------------|
 KU5127| PID    Reference Object                     Distance      Geod. Az  |
 KU5127|                                                           dddmmss.s |
 KU5127| KU5112 17E 18N                             307.755 METERS 25600     |
 KU5127| KU5113 17E 19N                             APPROX. 1.2 KM 3510131.0 |
 KU5127|---------------------------------------------------------------------|
 KU5127
 KU5127                          SUPERSEDED SURVEY CONTROL
 KU5127
 KU5127  ELLIP H (01/11/99)   52.99   (m)                       GP(       ) 4 1
 KU5127  NAD 83(1996)-  40 49 00.54853(N)    073 27 10.94567(W) AD(       ) 1
 KU5127  NAD 83(1992)-  40 49 00.54839(N)    073 27 10.94541(W) AD(       ) 1
 KU5127  NAD 83(1986)-  40 49 00.54930(N)    073 27 10.94678(W) AD(       ) 1
 KU5127  NGVD 29 (03/24/92)   84.2    (m)          276.     (f) GPS OBS        
 KU5127
 KU5127.Superseded values are not recommended for survey control.
 KU5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5127.See file dsdata.txt to determine how the superseded data were derived.
 KU5127
 KU5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3046419574(NAD 83)
 KU5127_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5127_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5127_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5127_STAMPING: 17E18NAZ
 KU5127_MARK LOGO: NYDPW 
 KU5127_PROJECTION: RECESSED 8 CENTIMETERS
 KU5127_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5127+STABILITY: POSITION/ELEVATION WELL
 KU5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5127+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5127_ROD/PIPE-DEPTH: 20.6 meters
 KU5127_SLEEVE-DEPTH  : 1.52 meters
 KU5127
 KU5127  HISTORY     - Date     Condition        Report By
 KU5127  HISTORY     - 1989     MONUMENTED       SBAS
 KU5127  HISTORY     - 19910221 GOOD
 KU5127
 KU5127                          STATION DESCRIPTION
 KU5127
 KU5127'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5127'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 16 FEET (4.9 M)
 KU5127'NORTH OF THE CENTERLINE OF ORCHARD DRIVE AND 275 FEET (83.8 M) WEST OF
 KU5127'THE CENTERLINE OF PLAINVIEW ROAD,IN THE GRASS AREA ADJACENT TO THE
 KU5127'CURB.
 KU5127'THE LOCATION TIES ARE 13.4 FEET (4.1 M) FROM THE WATER METER OF HOUSE
 KU5127'NUMBER 62,44.8 FEET FROM THE DRAIN MANHOLE, 2.0 FEET (0.6 M) FROM THE
 KU5127'FACE OF THE CURB AND 54.9 FEET (16.7 M) FROM THE 6 FOOT (1.8 M) CHAIN
 KU5127'LINK FENCE AT THE SOUTH WEST CORNER OF THE RECHARGE BASIN.
 KU5127
 KU5127                          STATION RECOVERY (1991)
 KU5127
 KU5127'RECOVERED 1991
 KU5127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5113 ***********************************************************************
 KU5113  DESIGNATION -  17E 19N
 KU5113  PID         -  KU5113
 KU5113  STATE/COUNTY-  NY/NASSAU
 KU5113  USGS QUAD   -  HUNTINGTON (1979)
 KU5113
 KU5113                         *CURRENT SURVEY CONTROL
 KU5113  ___________________________________________________________________
 KU5113* NAD 83(1996)-  40 49 38.30660(N)    073 27 18.79777(W)     ADJUSTED  
 KU5113* NAVD 88     -        72.4    (meters)     238.     (feet)  VERTCON   
 KU5113  ___________________________________________________________________
 KU5113  X           -   1,376,319.306 (meters)                     COMP
 KU5113  Y           -  -4,633,076.548 (meters)                     COMP
 KU5113  Z           -   4,147,957.720 (meters)                     COMP
 KU5113  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KU5113  ELLIP HEIGHT-          41.61  (meters)          (12/03/02) GPS OBS
 KU5113  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KU5113
 KU5113  HORZ ORDER  -  FIRST
 KU5113  ELLP ORDER  -  FOURTH    CLASS II
 KU5113
 KU5113.The horizontal coordinates were established by GPS observations
 KU5113.and adjusted by the National Geodetic Survey in January 1999..
 KU5113
 KU5113.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5113
 KU5113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5113
 KU5113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5113
 KU5113.The ellipsoidal height was determined by GPS observations
 KU5113.and is referenced to NAD 83.
 KU5113
 KU5113.The geoid height was determined by GEOID03.
 KU5113
 KU5113;                    North         East     Units Scale Factor Converg.
 KU5113;SPC NY L     -    73,504.632   345,953.927   MT  0.99999498   +0 21 22.8
 KU5113;SPC NY L     -   241,156.45  1,135,017.18   sFT  0.99999498   +0 21 22.8
 KU5113;UTM  18      - 4,520,735.014   630,259.053   MT  0.99980884   +1 00 36.3
 KU5113
 KU5113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5113!SPC NY L     -   0.99999347  x   0.99999498  =   0.99998845
 KU5113!UTM  18      -   0.99999347  x   0.99980884  =   0.99980231
 KU5113
 KU5113|---------------------------------------------------------------------|
 KU5113| PID    Reference Object                     Distance      Geod. Az  |
 KU5113|                                                           dddmmss.s |
 KU5113| KU5128 17E 19N AZ                          283.571 METERS 16339     |
 KU5113|---------------------------------------------------------------------|
 KU5113
 KU5113                          SUPERSEDED SURVEY CONTROL
 KU5113
 KU5113  ELLIP H (01/11/99)   41.62   (m)                       GP(       ) 4 1
 KU5113  NAD 83(1996)-  40 49 38.30953(N)    073 27 18.79672(W) AD(       ) 1
 KU5113  NAD 83(1992)-  40 49 38.30939(N)    073 27 18.79646(W) AD(       ) 1
 KU5113  NAD 83(1986)-  40 49 38.31033(N)    073 27 18.79780(W) AD(       ) 1
 KU5113  NGVD 29 (03/24/92)   72.8    (m)          239.     (f) GPS OBS        
 KU5113
 KU5113.Superseded values are not recommended for survey control.
 KU5113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5113.See file dsdata.txt to determine how the superseded data were derived.
 KU5113
 KU5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3025920735(NAD 83)
 KU5113_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5113_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5113_STAMPING: 17E19N
 KU5113_MARK LOGO: NYDPW 
 KU5113_PROJECTION: RECESSED 8 CENTIMETERS
 KU5113_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5113+STABILITY: POSITION/ELEVATION WELL
 KU5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5113+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5113_ROD/PIPE-DEPTH: 2.42 meters
 KU5113_SLEEVE-DEPTH  : 1.52 meters
 KU5113
 KU5113  HISTORY     - Date     Condition        Report By
 KU5113  HISTORY     - 1989     MONUMENTED       SBAS
 KU5113  HISTORY     - 19910221 GOOD
 KU5113
 KU5113                          STATION DESCRIPTION
 KU5113
 KU5113'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5113'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 181 FEET
 KU5113'(55.2 M) NORTH OF THE CENTERLINE OF HICKORY LANE AND 1 FOOT (0.3 M)
 KU5113'EAST OF THE CENTERLINE OF PINE DRIVE,IN THE PAVED ROADWAY.
 KU5113'THE LOCATION TIES ARE 31.2 FEET (9.5 M) FROM THE LONG ISLAND LIGHTING
 KU5113'COMPANY UTILITY POLE NUMBER 9, 100.2 FEET (30.5 M) FROM THE LONG
 KU5113'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 12 AND 197.2 FEET
 KU5113'(60.1 M) FROM THE HYDRANT.
 KU5113
 KU5113                          STATION RECOVERY (1991)
 KU5113
 KU5113'RECOVERED 1991
 KU5113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5128 ***********************************************************************
 KU5128  DESIGNATION -  17E 19N AZ
 KU5128  PID         -  KU5128
 KU5128  STATE/COUNTY-  NY/NASSAU
 KU5128  USGS QUAD   -  HUNTINGTON (1979)
 KU5128
 KU5128                         *CURRENT SURVEY CONTROL
 KU5128  ___________________________________________________________________
 KU5128* NAD 83(1996)-  40 49 29.48552(N)    073 27 15.39159(W)     ADJUSTED  
 KU5128* NAVD 88     -        79.0    (meters)     259.     (feet)  VERTCON   
 KU5128  ___________________________________________________________________
 KU5128  X           -   1,376,447.883 (meters)                     COMP
 KU5128  Y           -  -4,633,229.085 (meters)                     COMP
 KU5128  Z           -   4,147,756.084 (meters)                     COMP
 KU5128  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU5128  ELLIP HEIGHT-          48.14  (meters)          (12/03/02) GPS OBS
 KU5128  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU5128
 KU5128  HORZ ORDER  -  FIRST
 KU5128  ELLP ORDER  -  FOURTH    CLASS II
 KU5128
 KU5128.The horizontal coordinates were established by GPS observations
 KU5128.and adjusted by the National Geodetic Survey in January 1999..
 KU5128
 KU5128.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5128
 KU5128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5128
 KU5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5128
 KU5128.The ellipsoidal height was determined by GPS observations
 KU5128.and is referenced to NAD 83.
 KU5128
 KU5128.The geoid height was determined by GEOID03.
 KU5128
 KU5128;                    North         East     Units Scale Factor Converg.
 KU5128;SPC NY L     -    73,233.028   346,035.433   MT  0.99999500   +0 21 25.0
 KU5128;SPC NY L     -   240,265.36  1,135,284.58   sFT  0.99999500   +0 21 25.0
 KU5128;UTM  18      - 4,520,464.408   630,343.637   MT  0.99980911   +1 00 38.4
 KU5128
 KU5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5128!SPC NY L     -   0.99999245  x   0.99999500  =   0.99998745
 KU5128!UTM  18      -   0.99999245  x   0.99980911  =   0.99980156
 KU5128
 KU5128|---------------------------------------------------------------------|
 KU5128| PID    Reference Object                     Distance      Geod. Az  |
 KU5128|                                                           dddmmss.s |
 KU5128| KU5113 17E 19N                             283.571 METERS 34339     |
 KU5128|---------------------------------------------------------------------|
 KU5128
 KU5128                          SUPERSEDED SURVEY CONTROL
 KU5128
 KU5128  ELLIP H (01/11/99)   48.14   (m)                       GP(       ) 4 1
 KU5128  NAD 83(1996)-  40 49 29.48845(N)    073 27 15.39054(W) AD(       ) 1
 KU5128  NAD 83(1992)-  40 49 29.48831(N)    073 27 15.39027(W) AD(       ) 1
 KU5128  NAD 83(1986)-  40 49 29.48922(N)    073 27 15.39161(W) AD(       ) 1
 KU5128  NGVD 29 (03/24/92)   79.3    (m)          260.     (f) GPS OBS        
 KU5128
 KU5128.Superseded values are not recommended for survey control.
 KU5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5128.See file dsdata.txt to determine how the superseded data were derived.
 KU5128
 KU5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3034420464(NAD 83)
 KU5128_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5128_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5128_STAMPING: 17E19NAZ
 KU5128_MARK LOGO: NYDPW 
 KU5128_PROJECTION: RECESSED 8 CENTIMETERS
 KU5128_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5128+STABILITY: POSITION/ELEVATION WELL
 KU5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5128+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 KU5128_ROD/PIPE-DEPTH: 5.76 meters
 KU5128_SLEEVE-DEPTH  : 1.52 meters
 KU5128
 KU5128  HISTORY     - Date     Condition        Report By
 KU5128  HISTORY     - 1989     MONUMENTED       SBAS
 KU5128  HISTORY     - 19910221 GOOD
 KU5128
 KU5128                          STATION DESCRIPTION
 KU5128
 KU5128'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5128'THE POINT IS LOCATED IN WOODBURY, TOWN OF OYSTER BAY, 757 FEET
 KU5128'(230.7 M) SOUTH OF THE CENTERLINE OF HEMLOCK LANE AND 1 FOOT (0.3 M)
 KU5128'WEST OF THE CENTERLINE OF PINE DRIVE, IN THE PAVED ROADWAY.
 KU5128'THE LOCATION TIES ARE 100.2 FEET (30.5 M) FROM THE LONG ISLAND
 KU5128'LIGHTING COMPANY UTILITY POLE NUMBER 4, 47.2 FEET (14.4 M) FROM THE
 KU5128'LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 5, 101.6 FEET
 KU5128'(31.0 M) FROM THE HYDRANT AND 16.4 FEET (5.0 M) FROM THE FACE OF THE
 KU5128'CURB ON THE EAST SIDE OF PINE DRIVE.
 KU5128
 KU5128                          STATION RECOVERY (1991)
 KU5128
 KU5128'RECOVERED 1991
 KU5128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5114 ***********************************************************************
 KU5114  DESIGNATION -  17E 20N
 KU5114  PID         -  KU5114
 KU5114  STATE/COUNTY-  NY/NASSAU
 KU5114  USGS QUAD   -  HUNTINGTON (1979)
 KU5114
 KU5114                         *CURRENT SURVEY CONTROL
 KU5114  ___________________________________________________________________
 KU5114* NAD 83(1996)-  40 50 38.98416(N)    073 27 41.95047(W)     ADJUSTED  
 KU5114* NAVD 88     -        62.5    (meters)     205.     (feet)  VERTCON   
 KU5114  ___________________________________________________________________
 KU5114  X           -   1,375,448.712 (meters)                     COMP
 KU5114  Y           -  -4,632,050.526 (meters)                     COMP
 KU5114  Z           -   4,149,367.387 (meters)                     COMP
 KU5114  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KU5114  ELLIP HEIGHT-          31.70  (meters)          (12/03/02) GPS OBS
 KU5114  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU5114
 KU5114  HORZ ORDER  -  FIRST
 KU5114  ELLP ORDER  -  FOURTH    CLASS II
 KU5114
 KU5114.The horizontal coordinates were established by GPS observations
 KU5114.and adjusted by the National Geodetic Survey in January 1999..
 KU5114
 KU5114.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5114
 KU5114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5114
 KU5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5114
 KU5114.The ellipsoidal height was determined by GPS observations
 KU5114.and is referenced to NAD 83.
 KU5114
 KU5114.The geoid height was determined by GEOID03.
 KU5114
 KU5114;                    North         East     Units Scale Factor Converg.
 KU5114;SPC NY L     -    75,372.979   345,399.928   MT  0.99999491   +0 21 07.6
 KU5114;SPC NY L     -   247,286.18  1,133,199.60   sFT  0.99999491   +0 21 07.6
 KU5114;UTM  18      - 4,522,596.569   629,683.874   MT  0.99980700   +1 00 22.4
 KU5114
 KU5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5114!SPC NY L     -   0.99999503  x   0.99999491  =   0.99998994
 KU5114!UTM  18      -   0.99999503  x   0.99980700  =   0.99980203
 KU5114
 KU5114                          SUPERSEDED SURVEY CONTROL
 KU5114
 KU5114  ELLIP H (01/11/99)   31.71   (m)                       GP(       ) 4 1
 KU5114  NAD 83(1996)-  40 50 38.98707(N)    073 27 41.94944(W) AD(       ) 1
 KU5114  NAD 83(1992)-  40 50 38.98693(N)    073 27 41.94918(W) AD(       ) 1
 KU5114  NAD 83(1986)-  40 50 38.98783(N)    073 27 41.95065(W) AD(       ) 1
 KU5114  NGVD 29 (03/24/92)   62.8    (m)          206.     (f) GPS OBS        
 KU5114
 KU5114.Superseded values are not recommended for survey control.
 KU5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5114.See file dsdata.txt to determine how the superseded data were derived.
 KU5114
 KU5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2968422597(NAD 83)
 KU5114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5114_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5114_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5114_STAMPING: 17E20N
 KU5114_MARK LOGO: NYDPW 
 KU5114_PROJECTION: RECESSED 8 CENTIMETERS
 KU5114_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5114+STABILITY: POSITION/ELEVATION WELL
 KU5114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5114+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 KU5114_ROD/PIPE-DEPTH: 7.88 meters
 KU5114_SLEEVE-DEPTH  : 1.52 meters
 KU5114
 KU5114  HISTORY     - Date     Condition        Report By
 KU5114  HISTORY     - 1989     MONUMENTED       SBAS
 KU5114  HISTORY     - 19910212 GOOD
 KU5114
 KU5114                          STATION DESCRIPTION
 KU5114
 KU5114'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5114'THE POINT IS LOCATED IN LAUREL HOLLOW, TOWN OF OYSTER BAY, 17 FEET
 KU5114'(5.2 M) SOUTH OF THE CENTERLINE OF PICARDY LANE AND 17 FEET (5.2 M)
 KU5114'EAST OF THE CENTERLINE OF HILLTOP DRIVE,IN THE PAVED ROADWAY.
 KU5114'THE LOCATION TIES ARE 42.3 FEET (12.9 M) FROM THE HYDRANT, 40.5 FEET
 KU5114'(12.3 M) FROM THE UTILITY POLE NUMBER 15, 30.2 FEET (9.2 M) FROM THE
 KU5114'UTILITY POLE NUMBER 15S AND 0.6 FEET (0.2 M) FROM THE FACE OF THE
 KU5114'CURB.
 KU5114
 KU5114                          STATION RECOVERY (1991)
 KU5114
 KU5114'RECOVERED 1991
 KU5114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1760 ***********************************************************************
 OE1760  DESIGNATION -  17=GALWAY RESET
 OE1760  PID         -  OE1760
 OE1760  STATE/COUNTY-  NY/SARATOGA
 OE1760  USGS QUAD   -  GALWAY (1970)
 OE1760
 OE1760                         *CURRENT SURVEY CONTROL
 OE1760  ___________________________________________________________________
 OE1760* NAD 83(1996)-  43 04 05.00111(N)    074 02 34.01448(W)     ADJUSTED  
 OE1760* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 OE1760  ___________________________________________________________________
 OE1760  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 OE1760  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OE1760
 OE1760  HORZ ORDER  -  SECOND
 OE1760
 OE1760.The horizontal coordinates were established by classical geodetic methods
 OE1760.and adjusted by the National Geodetic Survey in January 1999..
 OE1760
 OE1760.The orthometric height was scaled from a topographic map.
 OE1760
 OE1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1760
 OE1760.The geoid height was determined by GEOID03.
 OE1760
 OE1760;                    North         East     Units Scale Factor Converg.
 OE1760;SPC NY E     -   470,333.202   187,237.145   MT  0.99991705   +0 18 44.0
 OE1760;SPC NY E     - 1,543,084.85    614,293.87   sFT  0.99991705   +0 18 44.0
 OE1760;UTM  18      - 4,768,816.909   577,935.364   MT  0.99967472   +0 39 13.3
 OE1760
 OE1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1760!SPC NY E     -   0.99994426  x   0.99991705  =   0.99986132
 OE1760!UTM  18      -   0.99994426  x   0.99967472  =   0.99961900
 OE1760
 OE1760                          SUPERSEDED SURVEY CONTROL
 OE1760
 OE1760  NAD 83(1986)-  43 04 05.00556(N)    074 02 34.01455(W) AD(       ) 2
 OE1760  NAD 27      -  43 04 04.73898(N)    074 02 35.55432(W) AD(       ) 2
 OE1760
 OE1760.Superseded values are not recommended for survey control.
 OE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1760.See file dsdata.txt to determine how the superseded data were derived.
 OE1760
 OE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7793568817(NAD 83)
 OE1760_MARKER: X = CHISELED CROSS
 OE1760_SETTING: 0 = UNSPECIFIED SETTING
 OE1760
 OE1760  HISTORY     - Date     Condition        Report By
 OE1760  HISTORY     - 1942     MONUMENTED       CGS
 OE1760
 OE1760                          STATION DESCRIPTION
 OE1760
 OE1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1760'STATION IS LOCATED IN GALWAY TOWNSHIP, ABOUT 8.0 MILES E AND
 OE1760'0.5 MILE N OF BROADALBIN AND 3.5 MILES NNW OF GALWAY.  THE MARK
 OE1760'IS A BRONZE N.Y.S.S. 6 BY 6 INCH GRANITE POST WITH A CHISELED
 OE1760'CROSS MARKING THE CENTER AT THE TOP.  THE LETTERS NYSS 17 ARE
 OE1760'CARVED ON THE SIDES.  THE MARK IS SET IN A FENCED-IN PLOT OF
 OE1760'GROUND, 21 FEET E OF THE NORTH-SOUTH FENCE, 15 FEET N OF THE
 OE1760'E-W FENCE AND PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE
 OE1760'GROUND.
 OE1760'
 OE1760'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GALWAY,
 OE1760'DISTANCE, 8.683 METERS, 28.49 FEET.
 OE1760'
 OE1760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147
 OE1760'AND 29, WHICH IS ABOUT 3.0 MILES N OF THE VILLAGE OF GALWAY, GO
 OE1760'NORTHERLY ON A GRAVELED ROAD FOR 0.75 MILE, THEN TURN RIGHT FOR
 OE1760'0.65 MILE TO A T LANE LEFT, TURN LEFT PASSING BETWEEN TWO
 OE1760'UNPAINTED HOUSES FOR ABOUT 200 YARDS TO THE TOP OF THE HILL AND
 OE1760'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0039 ***********************************************************************
 OG0039  DESIGNATION -  18
 OG0039  PID         -  OG0039
 OG0039  STATE/COUNTY-  NY/ORLEANS
 OG0039  USGS QUAD   -  KENT (1978)
 OG0039
 OG0039                         *CURRENT SURVEY CONTROL
 OG0039  ___________________________________________________________________
 OG0039* NAD 83(1986)-  43 21 48.     (N)    078 11 25.     (W)     SCALED    
 OG0039* NAVD 88     -        85.197  (meters)     279.52   (feet)  ADJUSTED  
 OG0039  ___________________________________________________________________
 OG0039  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OG0039  DYNAMIC HT  -          85.179 (meters)     279.46  (feet)  COMP
 OG0039  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OG0039
 OG0039  VERT ORDER  -  FIRST     CLASS II
 OG0039
 OG0039.The horizontal coordinates were scaled from a topographic map and have
 OG0039.an estimated accuracy of +/- 6 seconds.
 OG0039
 OG0039.The orthometric height was determined by differential leveling
 OG0039.and adjusted by the National Geodetic Survey in June 1991..
 OG0039
 OG0039.The geoid height was determined by GEOID03.
 OG0039
 OG0039.The dynamic height is computed by dividing the NAVD 88
 OG0039.geopotential number by the normal gravity value computed on the
 OG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0039.degrees latitude (g = 980.6199 gals.).
 OG0039
 OG0039.The modeled gravity was interpolated from observed gravity values.
 OG0039
 OG0039;                    North         East    Units  Estimated Accuracy
 OG0039;SPC NY W     -   373,610.      381,860.      MT  (+/- 180 meters Scaled)
 OG0039
 OG0039                          SUPERSEDED SURVEY CONTROL
 OG0039
 OG0039  NGVD 29 (??/??/92)   85.377  (m)          280.11   (f) ADJ UNCH    1 2
 OG0039
 OG0039.Superseded values are not recommended for survey control.
 OG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0039.See file dsdata.txt to determine how the superseded data were derived.
 OG0039
 OG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ276049(NAD 83)
 OG0039_MARKER: Z = SEE DESCRIPTION
 OG0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0039_SP_SET: CULVERT
 OG0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0039
 OG0039  HISTORY     - Date     Condition        Report By
 OG0039  HISTORY     - UNK      MONUMENTED       NYHD
 OG0039  HISTORY     - 1967     GOOD             USLS
 OG0039
 OG0039                          STATION DESCRIPTION
 OG0039
 OG0039'DESCRIBED BY US LAKE SURVEY 1967
 OG0039'0.5 MI S FROM POINT BREEZE.
 OG0039'A BENCHMARK OF THE NEW YORK STATE HIGHWAY DEPT., IS IN ORLEANS
 OG0039'COUNTY NEW YORK, 0.5 MILES SOUTH OF INTERSECTIONS OF POINT BREEZE
 OG0039'ROAD, LAKESHORE ROAD, AND WATER STREET IN POINT BREEZE, 35.6 FEET
 OG0039'SOUTH OF A 24 INCH MAPLE, 19 FEET WEST OF CENTERLINE OF POINT BREEZE
 OG0039'RD., 1.6 FEET WEST OF EAST FACE AND ON THE NORTHWEST CORNER OF A
 OG0039'CONCRETE CULVERT, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 OG0039'IN A 2 INCH SQUARE FORMED BY TWO CHISELED LINES AND THE EDGES OF THE
 OG0039'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0971 ***********************************************************************
 OF0971  DESIGNATION -  18
 OF0971  PID         -  OF0971
 OF0971  STATE/COUNTY-  NY/WAYNE
 OF0971  USGS QUAD   -  NEWARK (1976)
 OF0971
 OF0971                         *CURRENT SURVEY CONTROL
 OF0971  ___________________________________________________________________
 OF0971* NAD 83(1986)-  43 07 06.     (N)    077 03 43.     (W)     SCALED    
 OF0971* NAVD 88     -       127.723  (meters)     419.04   (feet)  ADJUSTED  
 OF0971  ___________________________________________________________________
 OF0971  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OF0971  DYNAMIC HT  -         127.692 (meters)     418.94  (feet)  COMP
 OF0971  MODELED GRAV-     980,374.1   (mgal)                       NAVD 88
 OF0971
 OF0971  VERT ORDER  -  SECOND    CLASS 0
 OF0971
 OF0971.The horizontal coordinates were scaled from a topographic map and have
 OF0971.an estimated accuracy of +/- 6 seconds.
 OF0971
 OF0971.The orthometric height was determined by differential leveling
 OF0971.and adjusted by the National Geodetic Survey in June 1991..
 OF0971
 OF0971.The geoid height was determined by GEOID03.
 OF0971
 OF0971.The dynamic height is computed by dividing the NAVD 88
 OF0971.geopotential number by the normal gravity value computed on the
 OF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0971.degrees latitude (g = 980.6199 gals.).
 OF0971
 OF0971.The modeled gravity was interpolated from observed gravity values.
 OF0971
 OF0971;                    North         East    Units  Estimated Accuracy
 OF0971;SPC NY C     -   346,430.      211,050.      MT  (+/- 180 meters Scaled)
 OF0971
 OF0971                          SUPERSEDED SURVEY CONTROL
 OF0971
 OF0971  NGVD 29 (??/??/92)  127.916  (m)          419.67   (f) ADJ UNCH    2 0
 OF0971
 OF0971.Superseded values are not recommended for survey control.
 OF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0971.See file dsdata.txt to determine how the superseded data were derived.
 OF0971
 OF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN322760(NAD 83)
 OF0971_MARKER: B = BOLT
 OF0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0971_SP_SET: CULVERT
 OF0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0971
 OF0971  HISTORY     - Date     Condition        Report By
 OF0971  HISTORY     - UNK      MONUMENTED       PRR
 OF0971  HISTORY     - 1942     GOOD             NGS
 OF0971
 OF0971                          STATION DESCRIPTION
 OF0971
 OF0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0971'0.7 MI NE FROM FAIRVILLE SIDING.
 OF0971'TO REACH FROM THE RAILROAD SIDING AT FAIRVILLE, PROCEED 0.7 MILE
 OF0971'NORTHEAST ALONG THE PENNSYLVANIA RAILROAD, TO AN 18.0 INCH
 OF0971'CORRUGATED IRON PIPE CULVERT UNDER TRACK AND SITE OF BENCH MARK.
 OF0971'BENCH MARK IS A COPPER BOLT SET VERTICALLY IN THE SOUTH END OF EAST
 OF0971'CONCRETE HEADWALL IT IS 7 TELEGRAPH POLES NORTHEAST OF MILE POST
 OF0971'NO. 22, 15.0 FEET EAST OF AND 2.0 FEET BELOW THE CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0357 ***********************************************************************
 OD0357  DESIGNATION -  18 DHRR
 OD0357  PID         -  OD0357
 OD0357  STATE/COUNTY-  NY/WASHINGTON
 OD0357  USGS QUAD   -  BENSON (1946)
 OD0357
 OD0357                         *CURRENT SURVEY CONTROL
 OD0357  ___________________________________________________________________
 OD0357* NAD 83(1986)-  43 43 59.     (N)    073 22 26.     (W)     SCALED    
 OD0357* NAVD 88     -        32.711  (meters)     107.32   (feet)  ADJUSTED  
 OD0357  ___________________________________________________________________
 OD0357  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OD0357  DYNAMIC HT  -          32.705 (meters)     107.30  (feet)  COMP
 OD0357  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 OD0357
 OD0357  VERT ORDER  -  FIRST     CLASS I
 OD0357
 OD0357.The horizontal coordinates were scaled from a topographic map and have
 OD0357.an estimated accuracy of +/- 6 seconds.
 OD0357
 OD0357.The orthometric height was determined by differential leveling
 OD0357.and adjusted by the National Geodetic Survey in June 1991..
 OD0357.WARNING-Repeat measurements at this control monument indicate possible
 OD0357.vertical movement.
 OD0357
 OD0357.The geoid height was determined by GEOID03.
 OD0357
 OD0357.The dynamic height is computed by dividing the NAVD 88
 OD0357.geopotential number by the normal gravity value computed on the
 OD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0357.degrees latitude (g = 980.6199 gals.).
 OD0357
 OD0357.The modeled gravity was interpolated from observed gravity values.
 OD0357
 OD0357;                    North         East    Units  Estimated Accuracy
 OD0357;SPC NY E     -   544,720.      240,720.      MT  (+/- 180 meters Scaled)
 OD0357
 OD0357                          SUPERSEDED SURVEY CONTROL
 OD0357
 OD0357.No superseded survey control is available for this station.
 OD0357
 OD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP309435(NAD 83)
 OD0357_MARKER: DB = BENCH MARK DISK
 OD0357_SETTING: 66 = SET IN ROCK OUTCROP
 OD0357_SP_SET: ROCK CUT
 OD0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0357+STABILITY: POSITION/ELEVATION WELL
 OD0357
 OD0357  HISTORY     - Date     Condition        Report By
 OD0357  HISTORY     - UNK      MONUMENTED       DHRR
 OD0357  HISTORY     - 1973     GOOD             NGS
 OD0357
 OD0357                          STATION DESCRIPTION
 OD0357
 OD0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0357'9.50 MI S FROM FORT TICONDEROGA.
 OD0357'ABOUT 9.50 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0357'CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, ABOUT 0.15 MILE
 OD0357'SOUTH OF THE CROSSING OF A FIELD ROAD, AT THE COMMUNITY OF PUTNAM
 OD0357'LEADING EAST TO A BOAT DOCK, ABOUT 0.30 MILE NORTHWEST OF MILEPOST
 OD0357'A92-RP99, 8 FEET EAST OF THE EAST RAIL, 1.4 FEET ABOVE LEVEL OF THE
 OD0357'GROUND, ABOUT LEVEL WITH THE RAIL, THE TOP OF THE NORTHWEST ANCHOR
 OD0357'BOLT FOR SIGNAL BASE NO. 92.1, 26 YARDS SOUTH OF THE SOUTH END OF A
 OD0357'SHORT ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4536 ***********************************************************************
 KU4536  DESIGNATION -  18 E 12 N
 KU4536  PID         -  KU4536
 KU4536  STATE/COUNTY-  NY/NASSAU
 KU4536  USGS QUAD   -  AMITYVILLE (1979)
 KU4536
 KU4536                         *CURRENT SURVEY CONTROL
 KU4536  ___________________________________________________________________
 KU4536* NAD 83(1996)-  40 43 51.78848(N)    073 26 23.16361(W)     ADJUSTED  
 KU4536* NAVD 88     -        20.78   (+/-2cm)      68.2    (feet)  VERTCON   
 KU4536  ___________________________________________________________________
 KU4536  X           -   1,379,547.590 (meters)                     COMP
 KU4536  Y           -  -4,639,359.412 (meters)                     COMP
 KU4536  Z           -   4,139,829.653 (meters)                     COMP
 KU4536  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KU4536  ELLIP HEIGHT-         -10.33  (meters)          (12/03/02) GPS OBS
 KU4536  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU4536
 KU4536  HORZ ORDER  -  FIRST
 KU4536  VERT ORDER  -  THIRD (See Below)
 KU4536  ELLP ORDER  -  FOURTH    CLASS II
 KU4536
 KU4536.The horizontal coordinates were established by GPS observations
 KU4536.and adjusted by the National Geodetic Survey in January 1999..
 KU4536
 KU4536.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4536.The vertical order pertains to the NGVD 29 superseded value.
 KU4536
 KU4536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4536
 KU4536.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4536
 KU4536.The ellipsoidal height was determined by GPS observations
 KU4536.and is referenced to NAD 83.
 KU4536
 KU4536.The geoid height was determined by GEOID03.
 KU4536
 KU4536;                    North         East     Units Scale Factor Converg.
 KU4536;SPC NY L     -    62,824.030   347,325.864   MT  0.99999705   +0 21 59.2
 KU4536;SPC NY L     -   206,115.17  1,139,518.27   sFT  0.99999705   +0 21 59.2
 KU4536;UTM  18      - 4,510,072.704   631,752.306   MT  0.99981366   +1 01 05.6
 KU4536
 KU4536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4536!SPC NY L     -   1.00000162  x   0.99999705  =   0.99999867
 KU4536!UTM  18      -   1.00000162  x   0.99981366  =   0.99981528
 KU4536
 KU4536|---------------------------------------------------------------------|
 KU4536| PID    Reference Object                     Distance      Geod. Az  |
 KU4536|                                                           dddmmss.s |
 KU4536| KU5142 18E 12N AZ                          148.603 METERS 01745     |
 KU4536|---------------------------------------------------------------------|
 KU4536
 KU4536                          SUPERSEDED SURVEY CONTROL
 KU4536
 KU4536  ELLIP H (01/11/99)  -10.33   (m)                       GP(       ) 4 1
 KU4536  NAD 83(1996)-  40 43 51.79157(N)    073 26 23.16241(W) AD(       ) 1
 KU4536  NAD 83(1992)-  40 43 51.79145(N)    073 26 23.16216(W) AD(       ) 1
 KU4536  NAD 83(1986)-  40 43 51.79217(N)    073 26 23.16295(W) AD(       ) 1
 KU4536  NGVD 29 (??/??/??)   21.14   (m)           69.4    (f) N HEIGHT    3  
 KU4536
 KU4536.Superseded values are not recommended for survey control.
 KU4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4536.See file dsdata.txt to determine how the superseded data were derived.
 KU4536
 KU4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3175210073(NAD 83)
 KU4536_MARKER: DD = SURVEY DISK
 KU4536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4536_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4536_STAMPING: 18E12N
 KU4536_MARK LOGO: NY-059
 KU4536_PROJECTION: RECESSED 8 CENTIMETERS
 KU4536_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4536+STABILITY: POSITION/ELEVATION WELL
 KU4536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4536+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU4536_ROD/PIPE-DEPTH: 20.6 meters
 KU4536_SLEEVE-DEPTH  : 1.52 meters
 KU4536
 KU4536  HISTORY     - Date     Condition        Report By
 KU4536  HISTORY     - 1989     MONUMENTED       SBAS
 KU4536
 KU4536                          STATION DESCRIPTION
 KU4536
 KU4536'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU4536'THE POINT IS LOCATED IN FARMINGDALE, TOWN OF OYSTER BAY, 27 FEET (8.2
 KU4536'M) WEST OF THE CENTERLINE OF VAN COTT AVENUE AND 286 FEET (87.2 M)
 KU4536'NORTH OF THE CENTERLINE OF GRANT AVENUE, IN THE SIDEWALK.  THE
 KU4536'LOCATION TIES ARE 29.2 FEET (8.9 M) FROM THE CENTER OF THE SEWER
 KU4536'MANHOLE, 69.3 FEET (21.1 M) FROM THE CENTER OF THE HYDRANT AND 46.9
 KU4536'FEET (14.3 M) FROM THE CENTER OF THE ELECTRIC MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2136 ***********************************************************************
 NB2136  DESIGNATION -  18 SKS RESET
 NB2136  PID         -  NB2136
 NB2136  STATE/COUNTY-  NY/ALLEGANY
 NB2136  USGS QUAD   -  WELLSVILLE NORTH (1976)
 NB2136
 NB2136                         *CURRENT SURVEY CONTROL
 NB2136  ___________________________________________________________________
 NB2136* NAD 83(1986)-  42 08 48.     (N)    077 52 46.     (W)     SCALED    
 NB2136* NAVD 88     -       477.56   (meters)    1566.8    (feet)  RESET     
 NB2136  ___________________________________________________________________
 NB2136  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NB2136
 NB2136  VERT ORDER  -  THIRD
 NB2136
 NB2136.The horizontal coordinates were scaled from a topographic map and have
 NB2136.an estimated accuracy of +/- 6 seconds.
 NB2136
 NB2136.The orthometric height was computed from unverified reset data.
 NB2136.No vertical observational check was made to the station.
 NB2136
 NB2136.The geoid height was determined by GEOID03.
 NB2136
 NB2136;                    North         East    Units  Estimated Accuracy
 NB2136;SPC NY W     -   238,620.      408,180.      MT  (+/- 180 meters Scaled)
 NB2136
 NB2136                          SUPERSEDED SURVEY CONTROL
 NB2136
 NB2136.No superseded survey control is available for this station.
 NB2136
 NB2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM620700(NAD 83)
 NB2136_MARKER: DB = BENCH MARK DISK
 NB2136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB2136_SP_SET: ABUTMENT
 NB2136_STAMPING: 18 SKS 1952 RESET 1988
 NB2136_MARK LOGO: NYDT  
 NB2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB2136+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 NB2136
 NB2136  HISTORY     - Date     Condition        Report By
 NB2136  HISTORY     - 1988     MONUMENTED       NYDT
 NB2136  HISTORY     - 20040626 GOOD             USPSQD
 NB2136
 NB2136                          STATION DESCRIPTION
 NB2136
 NB2136'DESCRIBED BY NY DEPT OF TRANSP 1988
 NB2136'1.8 KM (1.10 MI) WEST FROM ELM VALLEY.
 NB2136'1.1 MILES WEST OF ELM VALLEY ALONG STATE HIGHWAY ROUTE 417 AT BRIDGE
 NB2136'CROSSING DUFFY HOLLOW CREEK, 147 FEET WEST OF CENTER OF Y. ROAD
 NB2136'CALLED DUFFY HOLLOW ROAD AND 20.5 FEET SOUTH OF CENTERLINE OF ROUTE
 NB2136'417, STATION IS AT WEST END OF BRIDGE IN TOP OF SOUTHERLY END OF
 NB2136'CONCRETE ABUTMENT.
 NB2136
 NB2136                          STATION RECOVERY (2004)
 NB2136
 NB2136'RECOVERY NOTE BY US POWER SQUADRON 2004 (SFG)
 NB2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0051 ***********************************************************************
 NA0051  DESIGNATION -  180.0
 NA0051  PID         -  NA0051
 NA0051  STATE/COUNTY-  NY/MONTGOMERY
 NA0051  USGS QUAD   -  TRIBES HILL (1980)
 NA0051
 NA0051                         *CURRENT SURVEY CONTROL
 NA0051  ___________________________________________________________________
 NA0051* NAD 83(1986)-  42 57 20.     (N)    074 15 55.     (W)     SCALED    
 NA0051* NAVD 88     -        86.657  (meters)     284.31   (feet)  ADJUSTED  
 NA0051  ___________________________________________________________________
 NA0051  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NA0051  DYNAMIC HT  -          86.634 (meters)     284.23  (feet)  COMP
 NA0051  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 NA0051
 NA0051  VERT ORDER  -  FIRST     CLASS II
 NA0051
 NA0051.The horizontal coordinates were scaled from a topographic map and have
 NA0051.an estimated accuracy of +/- 6 seconds.
 NA0051
 NA0051.The orthometric height was determined by differential leveling
 NA0051.and adjusted by the National Geodetic Survey in June 1991..
 NA0051
 NA0051.The geoid height was determined by GEOID03.
 NA0051
 NA0051.The dynamic height is computed by dividing the NAVD 88
 NA0051.geopotential number by the normal gravity value computed on the
 NA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0051.degrees latitude (g = 980.6199 gals.).
 NA0051
 NA0051.The modeled gravity was interpolated from observed gravity values.
 NA0051
 NA0051;                    North         East    Units  Estimated Accuracy
 NA0051;SPC NY E     -   457,760.      169,150.      MT  (+/- 180 meters Scaled)
 NA0051
 NA0051                          SUPERSEDED SURVEY CONTROL
 NA0051
 NA0051  NGVD 29 (??/??/92)   86.813  (m)          284.82   (f) ADJ UNCH    1 2
 NA0051
 NA0051.Superseded values are not recommended for survey control.
 NA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0051.See file dsdata.txt to determine how the superseded data were derived.
 NA0051
 NA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN599561(NAD 83)
 NA0051_MARKER: Q = CHISELED SQUARE
 NA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0051_SP_SET: STONE
 NA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0051+STABILITY: SURFACE MOTION
 NA0051
 NA0051  HISTORY     - Date     Condition        Report By
 NA0051  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0051  HISTORY     - 1931     GOOD             NGS
 NA0051  HISTORY     - 19990623 MARK NOT FOUND   USPSQD
 NA0051
 NA0051                          STATION DESCRIPTION
 NA0051
 NA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0051'1.5 MI W FROM FT JOHNSON.
 NA0051'1.5 MILES WEST OF BY RAIL ON RIGHT OF WAY OF NEW YORK CENTRAL
 NA0051'RAILROAD.  ON MILEPOST N.Y. 180.
 NA0051
 NA0051                          STATION RECOVERY (1999)
 NA0051
 NA0051'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0050 ***********************************************************************
 NA0050  DESIGNATION -  180.4
 NA0050  PID         -  NA0050
 NA0050  STATE/COUNTY-  NY/MONTGOMERY
 NA0050  USGS QUAD   -  TRIBES HILL (1980)
 NA0050
 NA0050                         *CURRENT SURVEY CONTROL
 NA0050  ___________________________________________________________________
 NA0050* NAD 83(1986)-  42 57 00.     (N)    074 17 00.     (W)     SCALED    
 NA0050* NAVD 88     -        87.26   (+/-2cm)     286.3    (feet)  VERTCON   
 NA0050  ___________________________________________________________________
 NA0050  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA0050
 NA0050  VERT ORDER  -  ? (See Below)
 NA0050
 NA0050.The horizontal coordinates were scaled from a topographic map and have
 NA0050.an estimated accuracy of +/- 6 seconds.
 NA0050
 NA0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0050.The vertical order pertains to the NGVD 29 superseded value.
 NA0050
 NA0050.The geoid height was determined by GEOID03.
 NA0050
 NA0050;                    North         East    Units  Estimated Accuracy
 NA0050;SPC NY E     -   457,140.      167,680.      MT  (+/- 180 meters Scaled)
 NA0050
 NA0050                          SUPERSEDED SURVEY CONTROL
 NA0050
 NA0050  NGVD 29 (??/??/92)   87.414  (m)          286.79   (f) ADJ UNCH    ?  
 NA0050
 NA0050.Superseded values are not recommended for survey control.
 NA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0050.See file dsdata.txt to determine how the superseded data were derived.
 NA0050
 NA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN584555(NAD 83)
 NA0050_MARKER: Q = CHISELED SQUARE
 NA0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0050_SP_SET: CULVERT
 NA0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0050
 NA0050  HISTORY     - Date     Condition        Report By
 NA0050  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0050  HISTORY     - 1931     GOOD             NGS
 NA0050  HISTORY     - 19980513 MARK NOT FOUND   USPSQD
 NA0050
 NA0050                          STATION DESCRIPTION
 NA0050
 NA0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0050'1.8 MI W FROM FT JOHNSON.
 NA0050'1.8 MILES WEST OF BY RAIL ON RIGHT OF WAY OF NEW YORK CENTRAL
 NA0050'RAILROAD. ON SOUTHWEST CORNER OF SOUTH WALL OF CULVERT.
 NA0050
 NA0050                          STATION RECOVERY (1998)
 NA0050
 NA0050'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1178 ***********************************************************************
 KU1178  DESIGNATION -  181
 KU1178  PID         -  KU1178
 KU1178  STATE/COUNTY-  NY/WESTCHESTER
 KU1178  USGS QUAD   -  MOUNT VERNON (1979)
 KU1178
 KU1178                         *CURRENT SURVEY CONTROL
 KU1178  ___________________________________________________________________
 KU1178* NAD 83(1986)-  40 59 02.     (N)    073 48 35.     (W)     SCALED    
 KU1178* NAVD 88     -        38.936  (meters)     127.74   (feet)  POSTED    
 KU1178  ___________________________________________________________________
 KU1178  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 KU1178  DYNAMIC HT  -          38.920 (meters)     127.69  (feet)  COMP
 KU1178  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 KU1178
 KU1178  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1178
 KU1178.The horizontal coordinates were scaled from a topographic map and have
 KU1178.an estimated accuracy of +/- 6 seconds.
 KU1178
 KU1178.The orthometric height was determined by differential leveling
 KU1178.and adjusted by the National Geodetic Survey in 1992..
 KU1178.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1178.rate of 1.1 thru 2.0 mm/km.
 KU1178
 KU1178.The geoid height was determined by GEOID03.
 KU1178
 KU1178.The dynamic height is computed by dividing the NAVD 88
 KU1178.geopotential number by the normal gravity value computed on the
 KU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1178.degrees latitude (g = 980.6199 gals.).
 KU1178
 KU1178.The modeled gravity was interpolated from observed gravity values.
 KU1178
 KU1178;                    North         East    Units  Estimated Accuracy
 KU1178;SPC NY E     -   238,990.      208,090.      MT  (+/- 180 meters Scaled)
 KU1178
 KU1178                          SUPERSEDED SURVEY CONTROL
 KU1178
 KU1178  NGVD 29 (??/??/92)   39.248  (m)          128.77   (f) ADJ UNCH    2 0
 KU1178
 KU1178.Superseded values are not recommended for survey control.
 KU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1178.See file dsdata.txt to determine how the superseded data were derived.
 KU1178
 KU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL001376(NAD 83)
 KU1178_MARKER: B = BOLT
 KU1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1178_SP_SET: CULVERT
 KU1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1178
 KU1178  HISTORY     - Date     Condition        Report By
 KU1178  HISTORY     - UNK      MONUMENTED       NYCRR
 KU1178  HISTORY     - 1935     GOOD             NGS
 KU1178
 KU1178                          STATION DESCRIPTION
 KU1178
 KU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1178'0.4 MI S FROM SCARSDALE.
 KU1178'0.4 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KU1178'STATION AT SCARSDALE, WESTCHESTER COUNTY, AT CULVERT H 53, IN
 KU1178'THE TOP OF THE SOUTH END OF THE EAST HEAD WALL, 10 FEET EAST OF
 KU1178'THE CENTER LINE OF THE EAST TRACK, AND ABOUT 2 FEET LOWER THAN
 KU1178'THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2100 ***********************************************************************
 PH2100  DESIGNATION -  181 IWC BLUFF USLS
 PH2100  PID         -  PH2100
 PH2100  STATE/COUNTY-  NY/JEFFERSON
 PH2100  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2100
 PH2100                         *CURRENT SURVEY CONTROL
 PH2100  ___________________________________________________________________
 PH2100* NAD 83(1996)-  44 22 29.35786(N)    075 54 45.17307(W)     ADJUSTED  
 PH2100* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2100  ___________________________________________________________________
 PH2100  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 PH2100  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 PH2100
 PH2100  HORZ ORDER  -  THIRD
 PH2100
 PH2100.The horizontal coordinates were established by classical geodetic methods
 PH2100.and adjusted by the National Geodetic Survey in January 1999..
 PH2100
 PH2100.The orthometric height was scaled from a topographic map.
 PH2100
 PH2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2100
 PH2100.The geoid height was determined by GEOID03.
 PH2100
 PH2100;                    North         East     Units Scale Factor Converg.
 PH2100;SPC NY C     -   486,130.462   303,457.961   MT  0.99997263   +0 28 08.8
 PH2100;SPC NY C     - 1,594,913.02    995,594.99   sFT  0.99997263   +0 28 08.8
 PH2100;UTM  18      - 4,913,909.730   427,299.362   MT  0.99966500   -0 38 17.6
 PH2100
 PH2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2100!SPC NY C     -   0.99999332  x   0.99997263  =   0.99996595
 PH2100!UTM  18      -   0.99999332  x   0.99966500  =   0.99965832
 PH2100
 PH2100:                Primary Azimuth Mark                     Grid Az
 PH2100:SPC NY C     -  REF MON 63 IWC ECC                       183 50 30.8
 PH2100:UTM  18      -  REF MON 63 IWC ECC                       184 56 57.2
 PH2100
 PH2100|---------------------------------------------------------------------|
 PH2100| PID    Reference Object                     Distance      Geod. Az  |
 PH2100|                                                           dddmmss.s |
 PH2100| PH2156 REF MON 63 IWC ECC                  APPROX. 0.6 KM 1841839.6 |
 PH2100| PH2090 WATERLOO                            APPROX. 4.8 KM 2230439.2 |
 PH2100| PH2094 WELLS ISLAND STANDPIPE              APPROX. 3.9 KM 2230829.4 |
 PH2100|---------------------------------------------------------------------|
 PH2100
 PH2100                          SUPERSEDED SURVEY CONTROL
 PH2100
 PH2100  NAD 83(1986)-  44 22 29.36334(N)    075 54 45.17604(W) AD(       ) 3
 PH2100  NAD 27      -  44 22 29.20600(N)    075 54 46.32800(W) AD(       ) 3
 PH2100
 PH2100.Superseded values are not recommended for survey control.
 PH2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2100.See file dsdata.txt to determine how the superseded data were derived.
 PH2100
 PH2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2729913910(NAD 83)
 PH2100_MARKER: DD = SURVEY DISK
 PH2100_SETTING: 66 = SET IN ROCK OUTCROP
 PH2100_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH2100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2100+STABILITY: POSITION/ELEVATION WELL
 PH2100
 PH2100  HISTORY     - Date     Condition        Report By
 PH2100  HISTORY     - 1902     MONUMENTED       IBWC
 PH2100  HISTORY     - 1957     GOOD             IBC
 PH2100
 PH2100                          STATION DESCRIPTION
 PH2100
 PH2100'DESCRIBED BY INT BDRY WTR COMM 1902
 PH2100'ABOUT 1 MILES EAST OF ROCKPORT, ONTARIO, AND ABOUT 3/4 MILE SOUTHWEST
 PH2100'OF GRENADIER ISLAND LIGHT.  ON YEO ISLAND, LOCALLY KNOWN AS PUMPELLY
 PH2100'ISLAND, IN THE ST LAWRENCE RIVER.  THE STATION IS ON THE HIGH ROCK
 PH2100'BLUFF NEAR THE NORTHEAST END OF THE ISLAND.  IT IS ABOUT 25 FEET
 PH2100'SOUTH OF THE HIGHEST PART.  ABOUT 8 FEET FROM THE EDGE OF THE BLUFF,
 PH2100'AND 7-1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF A
 PH2100'LARGE MEMORIAL CROSS.  THE ELEVATION ABOVE THE RIVER IS ABOUT 70 FEET.
 PH2100'
 PH2100'STATION MARK--A CROSS IN A BRONZE DISK MARKED---U.S. LAKE SURVEY---AND
 PH2100'STAMPED---BLUFF, 1902---.  THE DISK IS SET IN THE DRILL HOLE WITHIN A
 PH2100'TRIANGLE CUT IN ROCK THAT MARKED THE STATION ESTABLISHED IN 1902.
 PH2100
 PH2100                          STATION RECOVERY (1957)
 PH2100
 PH2100'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2100'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0616 ***********************************************************************
 KV0616  DESIGNATION -  181 NYBE+A
 KV0616  PID         -  KV0616
 KV0616  STATE/COUNTY-  NY/KINGS
 KV0616  USGS QUAD   -  THE NARROWS (1981)
 KV0616
 KV0616                         *CURRENT SURVEY CONTROL
 KV0616  ___________________________________________________________________
 KV0616* NAD 83(1986)-  40 36 30.     (N)    074 02 06.     (W)     SCALED    
 KV0616* NAVD 88     -         2.350  (meters)       7.71   (feet)  ADJUSTED  
 KV0616  ___________________________________________________________________
 KV0616  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0616  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 KV0616  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 KV0616
 KV0616  VERT ORDER  -  FIRST     CLASS II
 KV0616
 KV0616.The horizontal coordinates were scaled from a topographic map and have
 KV0616.an estimated accuracy of +/- 6 seconds.
 KV0616
 KV0616.The orthometric height was determined by differential leveling
 KV0616.and adjusted by the National Geodetic Survey in June 1991..
 KV0616.WARNING-Repeat measurements at this control monument indicate possible
 KV0616.vertical movement.
 KV0616
 KV0616.The geoid height was determined by GEOID03.
 KV0616
 KV0616.The dynamic height is computed by dividing the NAVD 88
 KV0616.geopotential number by the normal gravity value computed on the
 KV0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0616.degrees latitude (g = 980.6199 gals.).
 KV0616
 KV0616.The modeled gravity was interpolated from observed gravity values.
 KV0616
 KV0616;                    North         East    Units  Estimated Accuracy
 KV0616;SPC NY L     -    49,050.      297,040.      MT  (+/- 180 meters Scaled)
 KV0616
 KV0616                          SUPERSEDED SURVEY CONTROL
 KV0616
 KV0616  NGVD 29 (??/??/??)    2.690  (m)            8.83   (f) ADJUSTED    1 2
 KV0616
 KV0616.Superseded values are not recommended for survey control.
 KV0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0616.See file dsdata.txt to determine how the superseded data were derived.
 KV0616
 KV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816957(NAD 83)
 KV0616_MARKER: X = CHISELED CROSS
 KV0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0616_SP_SET: GRANITE BLOCK
 KV0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0616
 KV0616  HISTORY     - Date     Condition        Report By
 KV0616  HISTORY     - UNK      MONUMENTED       NYBE+A
 KV0616  HISTORY     - 1952     GOOD             CGS
 KV0616
 KV0616                          STATION DESCRIPTION
 KV0616
 KV0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0616'AT NEW YORK.
 KV0616'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT FORT HAMILTON, ON
 KV0616'GOVERNMENT PIER, IN THE TOP OF GRANITE BLOCK AT SOUTHWEST EDGE
 KV0616'OF OFFSET OF PIER, 14 FEET SOUTHEAST OF SOUTHEAST EDGE OF WOODEN
 KV0616'PIER, 7 FEET NORTHWEST OF SOUTH CORNER OF OFFSET, 1 1/2 FEET
 KV0616'NORTHEAST OF SOUTHWEST EDGE OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0049 ***********************************************************************
 NA0049  DESIGNATION -  181.0
 NA0049  PID         -  NA0049
 NA0049  STATE/COUNTY-  NY/MONTGOMERY
 NA0049  USGS QUAD   -  TRIBES HILL (1980)
 NA0049
 NA0049                         *CURRENT SURVEY CONTROL
 NA0049  ___________________________________________________________________
 NA0049* NAD 83(1986)-  42 57 00.     (N)    074 17 00.     (W)     SCALED    
 NA0049* NAVD 88     -        90.064  (meters)     295.49   (feet)  ADJUSTED  
 NA0049  ___________________________________________________________________
 NA0049  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA0049  DYNAMIC HT  -          90.040 (meters)     295.41  (feet)  COMP
 NA0049  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 NA0049
 NA0049  VERT ORDER  -  FIRST     CLASS II
 NA0049
 NA0049.The horizontal coordinates were scaled from a topographic map and have
 NA0049.an estimated accuracy of +/- 6 seconds.
 NA0049
 NA0049.The orthometric height was determined by differential leveling
 NA0049.and adjusted by the National Geodetic Survey in June 1991..
 NA0049
 NA0049.The geoid height was determined by GEOID03.
 NA0049
 NA0049.The dynamic height is computed by dividing the NAVD 88
 NA0049.geopotential number by the normal gravity value computed on the
 NA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0049.degrees latitude (g = 980.6199 gals.).
 NA0049
 NA0049.The modeled gravity was interpolated from observed gravity values.
 NA0049
 NA0049;                    North         East    Units  Estimated Accuracy
 NA0049;SPC NY E     -   457,140.      167,680.      MT  (+/- 180 meters Scaled)
 NA0049
 NA0049                          SUPERSEDED SURVEY CONTROL
 NA0049
 NA0049  NGVD 29 (??/??/92)   90.218  (m)          295.99   (f) ADJ UNCH    1 2
 NA0049
 NA0049.Superseded values are not recommended for survey control.
 NA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0049.See file dsdata.txt to determine how the superseded data were derived.
 NA0049
 NA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN584555(NAD 83)
 NA0049_MARKER: Q = CHISELED SQUARE
 NA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0049_SP_SET: STONE
 NA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0049+STABILITY: SURFACE MOTION
 NA0049
 NA0049  HISTORY     - Date     Condition        Report By
 NA0049  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0049  HISTORY     - 1931     GOOD             NGS
 NA0049  HISTORY     - 19990609 POOR             USPSQD
 NA0049
 NA0049                          STATION DESCRIPTION
 NA0049
 NA0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0049'2.5 MI W FROM FT JOHNSON.
 NA0049'2.5 MILES WEST OF BY RAIL ON RIGHT OF WAY OF NEW YORK CENTRAL
 NA0049'RAILROAD.  ON WEST SIDE OF TRACKS.  ON MILEPOST N.Y. 181.
 NA0049
 NA0049                          STATION RECOVERY (1999)
 NA0049
 NA0049'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0049'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0096 ***********************************************************************
 OE0096  DESIGNATION -  1810
 OE0096  PID         -  OE0096
 OE0096  STATE/COUNTY-  NY/HAMILTON
 OE0096  USGS QUAD   -  
 OE0096
 OE0096                         *CURRENT SURVEY CONTROL
 OE0096  ___________________________________________________________________
 OE0096* NAD 83(1986)-  43 51 37.     (N)    074 25 55.     (W)     SCALED    
 OE0096* NAVD 88     -       550.358  (meters)    1805.63   (feet)  ADJUSTED  
 OE0096  ___________________________________________________________________
 OE0096  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OE0096  DYNAMIC HT  -         550.238 (meters)    1805.24  (feet)  COMP
 OE0096  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 OE0096
 OE0096  VERT ORDER  -  SECOND    CLASS 0
 OE0096
 OE0096.The horizontal coordinates were scaled from a topographic map and have
 OE0096.an estimated accuracy of +/- 6 seconds.
 OE0096
 OE0096.The orthometric height was determined by differential leveling
 OE0096.and adjusted by the National Geodetic Survey in June 1991..
 OE0096
 OE0096.The geoid height was determined by GEOID03.
 OE0096
 OE0096.The dynamic height is computed by dividing the NAVD 88
 OE0096.geopotential number by the normal gravity value computed on the
 OE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0096.degrees latitude (g = 980.6199 gals.).
 OE0096
 OE0096.The modeled gravity was interpolated from observed gravity values.
 OE0096
 OE0096;                    North         East    Units  Estimated Accuracy
 OE0096;SPC NY E     -   558,240.      155,470.      MT  (+/- 180 meters Scaled)
 OE0096
 OE0096                          SUPERSEDED SURVEY CONTROL
 OE0096
 OE0096  NGVD 29 (??/??/92)  550.424  (m)         1805.85   (f) ADJ UNCH    2 0
 OE0096
 OE0096.Superseded values are not recommended for survey control.
 OE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0096.See file dsdata.txt to determine how the superseded data were derived.
 OE0096
 OE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP456565(NAD 83)
 OE0096_MARKER: DB = BENCH MARK DISK
 OE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0096_STAMPING: 1810
 OE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0096+STABILITY: SURFACE MOTION
 OE0096
 OE0096  HISTORY     - Date     Condition        Report By
 OE0096  HISTORY     - UNK      MONUMENTED       USGS
 OE0096  HISTORY     - 1942     GOOD             NGS
 OE0096
 OE0096                          STATION DESCRIPTION
 OE0096
 OE0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0096'IN BLUE MOUNTAIN LAKE.
 OE0096'BENCH MARK IS ABOUT 0.2 MILE NORTH FROM INTERSECTION OF STATE HIGHWAYS
 OE0096'NOS. 10 AND 28, AT A SMALL SCHOOL HOUSE AND ABOUT 81.0 FEET EAST OF
 OE0096'THE CENTERLINE OF STATE HIGHWAY NO.10.  IT IS SET VERTICALLY IN THE
 OE0096'SECOND COURSE OF STONE FROM THE TOP OF THE FOUNDATION OF THE SCHOOL
 OE0096'HOUSE AND IN THE SECOND STONE AT THE SOUTHWEST CORNER OF THE
 OE0096'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0709 ***********************************************************************
 MZ0709  DESIGNATION -  181.69
 MZ0709  PID         -  MZ0709
 MZ0709  STATE/COUNTY-  NY/COLUMBIA
 MZ0709  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0709
 MZ0709                         *CURRENT SURVEY CONTROL
 MZ0709  ___________________________________________________________________
 MZ0709* NAD 83(1986)-  42 24 44.     (N)    073 37 04.     (W)     SCALED    
 MZ0709* NAVD 88     -        93.385  (meters)     306.38   (feet)  ADJUSTED  
 MZ0709  ___________________________________________________________________
 MZ0709  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MZ0709  DYNAMIC HT  -          93.353 (meters)     306.28  (feet)  COMP
 MZ0709  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 MZ0709
 MZ0709  VERT ORDER  -  FIRST     CLASS II
 MZ0709
 MZ0709.The horizontal coordinates were scaled from a topographic map and have
 MZ0709.an estimated accuracy of +/- 6 seconds.
 MZ0709
 MZ0709.The orthometric height was determined by differential leveling
 MZ0709.and adjusted by the National Geodetic Survey in June 1991..
 MZ0709
 MZ0709.The geoid height was determined by GEOID03.
 MZ0709
 MZ0709.The dynamic height is computed by dividing the NAVD 88
 MZ0709.geopotential number by the normal gravity value computed on the
 MZ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0709.degrees latitude (g = 980.6199 gals.).
 MZ0709
 MZ0709.The modeled gravity was interpolated from observed gravity values.
 MZ0709
 MZ0709;                    North         East    Units  Estimated Accuracy
 MZ0709;SPC NY E     -   397,760.      222,610.      MT  (+/- 180 meters Scaled)
 MZ0709
 MZ0709                          SUPERSEDED SURVEY CONTROL
 MZ0709
 MZ0709  NGVD 29 (??/??/92)   93.577  (m)          307.01   (f) ADJ UNCH    1 2
 MZ0709
 MZ0709.Superseded values are not recommended for survey control.
 MZ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0709.See file dsdata.txt to determine how the superseded data were derived.
 MZ0709
 MZ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM137964(NAD 83)
 MZ0709_MARKER: Q = CHISELED SQUARE
 MZ0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0709_SP_SET: BRIDGE ABUTMENT
 MZ0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0709
 MZ0709  HISTORY     - Date     Condition        Report By
 MZ0709  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0709  HISTORY     - 1933     GOOD             NGS
 MZ0709  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 MZ0709
 MZ0709                          STATION DESCRIPTION
 MZ0709
 MZ0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0709'0.3 MI S FROM CHATHAM CENTER.
 MZ0709'ON B AND A RR. 1940 FT. SOUTH OF CHATHAM CENTER B AND A RR STATION. ON
 MZ0709'SOUTH END OF WEST CONCRETE ABUTMENT OF B AND A BRIDGE NO. 18169 OVER
 MZ0709'SMALL STREAM. 9 FT. SOUTH OF CENTER LINE OF EAST BOUND TRACK. 1 1/2
 MZ0709'FT. BELOW TOP OF RAIL.
 MZ0709
 MZ0709                          STATION RECOVERY (1944)
 MZ0709
 MZ0709'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 MZ0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0968 ***********************************************************************
 KU0968  DESIGNATION -  182
 KU0968  PID         -  KU0968
 KU0968  STATE/COUNTY-  NY/WESTCHESTER
 KU0968  USGS QUAD   -  YONKERS (1979)
 KU0968
 KU0968                         *CURRENT SURVEY CONTROL
 KU0968  ___________________________________________________________________
 KU0968* NAD 83(1986)-  40 58 34.     (N)    073 53 16.     (W)     SCALED    
 KU0968* NAVD 88     -         2.817  (meters)       9.24   (feet)  ADJUSTED  
 KU0968  ___________________________________________________________________
 KU0968  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU0968  DYNAMIC HT  -           2.816 (meters)       9.24  (feet)  COMP
 KU0968  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 KU0968
 KU0968  VERT ORDER  -  FIRST     CLASS II
 KU0968
 KU0968.The horizontal coordinates were scaled from a topographic map and have
 KU0968.an estimated accuracy of +/- 6 seconds.
 KU0968
 KU0968.The orthometric height was determined by differential leveling
 KU0968.and adjusted by the National Geodetic Survey in June 1991..
 KU0968
 KU0968.The geoid height was determined by GEOID03.
 KU0968
 KU0968.The dynamic height is computed by dividing the NAVD 88
 KU0968.geopotential number by the normal gravity value computed on the
 KU0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0968.degrees latitude (g = 980.6199 gals.).
 KU0968
 KU0968.The modeled gravity was interpolated from observed gravity values.
 KU0968
 KU0968;                    North         East    Units  Estimated Accuracy
 KU0968;SPC NY E     -   238,080.      201,520.      MT  (+/- 180 meters Scaled)
 KU0968
 KU0968                          SUPERSEDED SURVEY CONTROL
 KU0968
 KU0968  NGVD 29 (??/??/92)    3.122  (m)           10.24   (f) ADJ UNCH    1 2
 KU0968
 KU0968.Superseded values are not recommended for survey control.
 KU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0968.See file dsdata.txt to determine how the superseded data were derived.
 KU0968
 KU0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL935367(NAD 83)
 KU0968_MARKER: B = BOLT
 KU0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0968_SP_SET: LEDGE
 KU0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0968
 KU0968  HISTORY     - Date     Condition        Report By
 KU0968  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0968  HISTORY     - 1955     GOOD             NGS
 KU0968
 KU0968                          STATION DESCRIPTION
 KU0968
 KU0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0968'3 MI NE FROM YONKERS.
 KU0968'ABOUT 3.05 MILES NORTHEAST AND NORTH ALONG THE NEW YORK CENTRAL
 KU0968'RAILROAD FROM THE STATION AT YONKERS, ABOUT 0.25 MILE NORTH OF
 KU0968'THE STATION AT GREYSTONE, 22 1/2 FEET SOUTH OF CENTER OF A FOOT
 KU0968'BRIDGE LEADING ACROSS TRACKS TO YONKERS YACHT CLUB, ACROSS THE
 KU0968'TRACKS FROM POWER TRANSMISSION TOWER NO. 434, THE TOP OF AN IRON
 KU0968'BOLT SET IN THE TOP OF SLIGHTLY SLANTING LEDGE NEAR THE BOTTOM
 KU0968'OF A ROCK CUT, 7.2 FEET EAST OF EAST RAIL OF EAST TRACK AND ABOUT
 KU0968'1 1/2 FEET ABOVE GROUND AND ABOUT LEVEL WITH TRACK.  NOTE-- MARK
 KU0968'IS ABOUT 1.25 MILES SOUTH ALONG N.Y.C. RR FROM STATION AT
 KU0968'HASTINGS-ON HUDSON, WESTCHESTER COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0710 ***********************************************************************
 MZ0710  DESIGNATION -  182.06
 MZ0710  PID         -  MZ0710
 MZ0710  STATE/COUNTY-  NY/COLUMBIA
 MZ0710  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0710
 MZ0710                         *CURRENT SURVEY CONTROL
 MZ0710  ___________________________________________________________________
 MZ0710* NAD 83(1986)-  42 25 00.     (N)    073 37 19.     (W)     SCALED    
 MZ0710* NAVD 88     -        94.535  (meters)     310.15   (feet)  ADJUSTED  
 MZ0710  ___________________________________________________________________
 MZ0710  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ0710  DYNAMIC HT  -          94.503 (meters)     310.05  (feet)  COMP
 MZ0710  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 MZ0710
 MZ0710  VERT ORDER  -  FIRST     CLASS II
 MZ0710
 MZ0710.The horizontal coordinates were scaled from a topographic map and have
 MZ0710.an estimated accuracy of +/- 6 seconds.
 MZ0710
 MZ0710.The orthometric height was determined by differential leveling
 MZ0710.and adjusted by the National Geodetic Survey in June 1991..
 MZ0710
 MZ0710.The geoid height was determined by GEOID03.
 MZ0710
 MZ0710.The dynamic height is computed by dividing the NAVD 88
 MZ0710.geopotential number by the normal gravity value computed on the
 MZ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0710.degrees latitude (g = 980.6199 gals.).
 MZ0710
 MZ0710.The modeled gravity was interpolated from observed gravity values.
 MZ0710
 MZ0710;                    North         East    Units  Estimated Accuracy
 MZ0710;SPC NY E     -   398,250.      222,260.      MT  (+/- 180 meters Scaled)
 MZ0710
 MZ0710                          SUPERSEDED SURVEY CONTROL
 MZ0710
 MZ0710  NGVD 29 (??/??/92)   94.727  (m)          310.78   (f) ADJ UNCH    1 2
 MZ0710
 MZ0710.Superseded values are not recommended for survey control.
 MZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0710.See file dsdata.txt to determine how the superseded data were derived.
 MZ0710
 MZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM133969(NAD 83)
 MZ0710_MARKER: Q = CHISELED SQUARE
 MZ0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0710_SP_SET: DOORSILL
 MZ0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0710
 MZ0710  HISTORY     - Date     Condition        Report By
 MZ0710  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0710  HISTORY     - 1933     GOOD             NGS
 MZ0710  HISTORY     - 1940     GOOD             LOCENG
 MZ0710  HISTORY     - 19891020 MARK NOT FOUND   USPSQD
 MZ0710
 MZ0710                          STATION DESCRIPTION
 MZ0710
 MZ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0710'AT CHATHAM CENTER.
 MZ0710'ON B AND A RR. AT CHATHAM CENTER B AND A RR STATION. ON SOUTH WEST
 MZ0710'CORNER OF WEST CONCRETE DOORSILL, ON SOUTH SIDE OF BRICK B AND A
 MZ0710'STATION. 150 FT. EAST OF GRAVELED ROAD CROSSING. 15 FT. NORTH OF
 MZ0710'CENTER LINE OF WEST BOUND TRACK. 3 IN. ABOVE TOP OF RAIL.
 MZ0710
 MZ0710                          STATION RECOVERY (1940)
 MZ0710
 MZ0710'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 MZ0710'RECOVERED IN GOOD CONDITION.
 MZ0710
 MZ0710                          STATION RECOVERY (1989)
 MZ0710
 MZ0710'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 MZ0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0932 ***********************************************************************
 LY0932  DESIGNATION -  1823
 LY0932  PID         -  LY0932
 LY0932  STATE/COUNTY-  NY/SULLIVAN
 LY0932  USGS QUAD   -  WILLOWEMOC (1966)
 LY0932
 LY0932                         *CURRENT SURVEY CONTROL
 LY0932  ___________________________________________________________________
 LY0932* NAD 83(1986)-  41 55 10.     (N)    074 40 21.     (W)     SCALED    
 LY0932* NAVD 88     -       556.083  (meters)    1824.42   (feet)  ADJUSTED  
 LY0932  ___________________________________________________________________
 LY0932  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LY0932  DYNAMIC HT  -         555.861 (meters)    1823.69  (feet)  COMP
 LY0932  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 LY0932
 LY0932  VERT ORDER  -  SECOND    CLASS 0
 LY0932
 LY0932.The horizontal coordinates were scaled from a topographic map and have
 LY0932.an estimated accuracy of +/- 6 seconds.
 LY0932
 LY0932.The orthometric height was determined by differential leveling
 LY0932.and adjusted by the National Geodetic Survey in June 1991..
 LY0932
 LY0932.The geoid height was determined by GEOID03.
 LY0932
 LY0932.The dynamic height is computed by dividing the NAVD 88
 LY0932.geopotential number by the normal gravity value computed on the
 LY0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0932.degrees latitude (g = 980.6199 gals.).
 LY0932
 LY0932.The modeled gravity was interpolated from observed gravity values.
 LY0932
 LY0932;                    North         East    Units  Estimated Accuracy
 LY0932;SPC NY E     -   342,670.      135,690.      MT  (+/- 180 meters Scaled)
 LY0932
 LY0932                          SUPERSEDED SURVEY CONTROL
 LY0932
 LY0932  NGVD 29 (??/??/92)  556.239  (m)         1824.93   (f) ADJ UNCH    2 0
 LY0932
 LY0932.Superseded values are not recommended for survey control.
 LY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0932.See file dsdata.txt to determine how the superseded data were derived.
 LY0932
 LY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM271408(NAD 83)
 LY0932_MARKER: DD = SURVEY DISK
 LY0932_SETTING: 80 = SET IN A BOULDER
 LY0932_SP_SET: BOULDER
 LY0932_STAMPING: 1823 ADJ 1903
 LY0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0932+STABILITY: SURFACE MOTION
 LY0932
 LY0932  HISTORY     - Date     Condition        Report By
 LY0932  HISTORY     - 1903     MONUMENTED       USGS
 LY0932  HISTORY     - 1942     GOOD             NGS
 LY0932
 LY0932                          STATION DESCRIPTION
 LY0932
 LY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0932'AT WILLOWEMOC.
 LY0932'AT WILLOWEMOC, SULLIVAN COUNTY, 300 FEET NORTH OF THE POST
 LY0932'OFFICE, 9.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1-STORY
 LY0932'UNPAINTED HOUSE, 36 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 LY0932'ROAD LEADING NORTHWEST TO UNION CHURCH, 47.2 FEET NORTH OF A
 LY0932'26-INCH PINE TREE, IN THE TOP OF A BOULDER, AND 1 FOOT HIGHER
 LY0932'THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LY0932'STAMPED 1823 ADJ 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0573 ***********************************************************************
 NA0573  DESIGNATION -  1826 A
 NA0573  PID         -  NA0573
 NA0573  STATE/COUNTY-  NY/DELAWARE
 NA0573  USGS QUAD   -  STAMFORD (1982)
 NA0573
 NA0573                         *CURRENT SURVEY CONTROL
 NA0573  ___________________________________________________________________
 NA0573* NAD 83(1986)-  42 24 28.     (N)    074 36 57.     (W)     SCALED    
 NA0573* NAVD 88     -       556.841  (meters)    1826.90   (feet)  ADJUSTED  
 NA0573  ___________________________________________________________________
 NA0573  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 NA0573  DYNAMIC HT  -         556.637 (meters)    1826.23  (feet)  COMP
 NA0573  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 NA0573
 NA0573  VERT ORDER  -  SECOND    CLASS 0
 NA0573
 NA0573.The horizontal coordinates were scaled from a topographic map and have
 NA0573.an estimated accuracy of +/- 6 seconds.
 NA0573
 NA0573.The orthometric height was determined by differential leveling
 NA0573.and adjusted by the National Geodetic Survey in June 1991..
 NA0573
 NA0573.The geoid height was determined by GEOID03.
 NA0573
 NA0573.The dynamic height is computed by dividing the NAVD 88
 NA0573.geopotential number by the normal gravity value computed on the
 NA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0573.degrees latitude (g = 980.6199 gals.).
 NA0573
 NA0573.The modeled gravity was interpolated from observed gravity values.
 NA0573
 NA0573;                    North         East    Units  Estimated Accuracy
 NA0573;SPC NY E     -   396,900.      140,470.      MT  (+/- 180 meters Scaled)
 NA0573
 NA0573                          SUPERSEDED SURVEY CONTROL
 NA0573
 NA0573  NGVD 29 (??/??/92)  556.999  (m)         1827.42   (f) ADJ UNCH    2 0
 NA0573
 NA0573.Superseded values are not recommended for survey control.
 NA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0573.See file dsdata.txt to determine how the superseded data were derived.
 NA0573
 NA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM316951(NAD 83)
 NA0573_MARKER: DD = SURVEY DISK
 NA0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0573_SP_SET: WALL
 NA0573_STAMPING: 1826 ALBANY
 NA0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0573
 NA0573  HISTORY     - Date     Condition        Report By
 NA0573  HISTORY     - UNK      MONUMENTED       USGS
 NA0573  HISTORY     - 1946     GOOD             NGS
 NA0573  HISTORY     - 20050613 GOOD             GEOCAC
 NA0573
 NA0573                          STATION DESCRIPTION
 NA0573
 NA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NA0573'AT STAMFORD.
 NA0573'NEW DESCRIPTION-- AT STAMFORD, DELAWARE COUNTY, ON MAIN STREET, NEXT
 NA0573'DOOR TO THE NATIONAL BANK OF STAMFORD, AT THE S.C. ROBINSON 3-STORY
 NA0573'BRICK STORE, ON THE NORTH SIDE OF THE STREET, IN THE WALL AT THE
 NA0573'SOUTHWEST CORNER OF THE BUILDING, AND 1.3 FEET ABOVE THE SIDEWALK.  A
 NA0573'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 1826 ALBANY AND
 NA0573'SET VERTICALLY.
 NA0573
 NA0573                          STATION RECOVERY (2005)
 NA0573
 NA0573'RECOVERY NOTE BY GEOCACHING 2005 (TS)
 NA0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1579 ***********************************************************************
 OF1579  DESIGNATION -  183 1 NYGS 1940
 OF1579  PID         -  OF1579
 OF1579  STATE/COUNTY-  NY/MONROE
 OF1579  USGS QUAD   -  WEBSTER (1978)
 OF1579
 OF1579                         *CURRENT SURVEY CONTROL
 OF1579  ___________________________________________________________________
 OF1579* NAD 83(1996)-  43 13 21.93267(N)    077 28 32.95728(W)     ADJUSTED  
 OF1579* NAVD 88     -       114.45   (+/-2cm)     375.5    (feet)  VERTCON   
 OF1579  ___________________________________________________________________
 OF1579  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OF1579  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1579
 OF1579  HORZ ORDER  -  SECOND
 OF1579  VERT ORDER  -  THIRD ? (See Below)
 OF1579
 OF1579.The horizontal coordinates were established by classical geodetic methods
 OF1579.and adjusted by the National Geodetic Survey in January 1999..
 OF1579
 OF1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1579.The vertical order pertains to the NGVD 29 superseded value.
 OF1579
 OF1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1579
 OF1579.The geoid height was determined by GEOID03.
 OF1579
 OF1579;                    North         East     Units Scale Factor Converg.
 OF1579;SPC NY W     -   358,511.454   439,975.403   MT  1.00003705   +0 45 30.7
 OF1579;SPC NY W     - 1,176,216.33  1,443,485.97   sFT  1.00003705   +0 45 30.7
 OF1579;UTM  18      - 4,788,528.405   298,926.424   MT  1.00009738   -1 41 46.0
 OF1579
 OF1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1579!SPC NY W     -   0.99998766  x   1.00003705  =   1.00002471
 OF1579!UTM  18      -   0.99998766  x   1.00009738  =   1.00008504
 OF1579
 OF1579:                Primary Azimuth Mark                     Grid Az
 OF1579:SPC NY W     -  183 2 NYGS 1940                          179 58 34.2
 OF1579:UTM  18      -  183 2 NYGS 1940                          182 25 50.9
 OF1579
 OF1579|---------------------------------------------------------------------|
 OF1579| PID    Reference Object                     Distance      Geod. Az  |
 OF1579|                                                           dddmmss.s |
 OF1579| OF1578 183 2 NYGS 1940                     APPROX. 0.6 KM 1804404.9 |
 OF1579| OF1577 1909 MCGS 1972                      APPROX. 0.9 KM 3590253.5 |
 OF1579|---------------------------------------------------------------------|
 OF1579
 OF1579                          SUPERSEDED SURVEY CONTROL
 OF1579
 OF1579  NAD 83(1986)-  43 13 21.94135(N)    077 28 32.95586(W) AD(       ) 2
 OF1579  NAD 27      -  43 13 21.71595(N)    077 28 33.96811(W) AD(       ) 2
 OF1579  NGVD 29 (07/19/86)  114.66   (m)          376.2    (f) LEVELING    3  
 OF1579
 OF1579.Superseded values are not recommended for survey control.
 OF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1579.See file dsdata.txt to determine how the superseded data were derived.
 OF1579
 OF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9892688528(NAD 83)
 OF1579_MARKER: DS = TRIANGULATION STATION DISK
 OF1579_SETTING: 0 = UNSPECIFIED SETTING
 OF1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1579
 OF1579  HISTORY     - Date     Condition        Report By
 OF1579  HISTORY     - 1940     MONUMENTED       NYGS
 OF1579  HISTORY     - 1972     GOOD             NY-055
 OF1579
 OF1579                          STATION DESCRIPTION
 OF1579
 OF1579'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1579'IN WEBSTER, ON EAST SIDE OF FIVE MILE LINE ROAD, 0.5 MILE SOUTH
 OF1579'OF KLEM ROAD, 17.5 FEET EAST OF CENTER LINE OF FIVE MILE LINE
 OF1579'ROAD, 8.0 FEET NORTHEAST OF MOST NORTHERLY POST OF GUARDRAILS
 OF1579'ON EAST SIDE OF ROAD, 32.0 FEET EAST OF MOST NORTHERLY POST OF
 OF1579'GUARDRAILS ON WEST SIDE OF ROAD, 41.5 FEET SOUTHWEST OF R.G. AND
 OF1579'G.  POLE NO. 188A, 175.0 FEET SOUTH OF SOUTH RANGE LINE OF G.A.
 OF1579'HERMANS HOUSE, AND 192.0 FEET NORTH OF NORTH RANGE LINE OF
 OF1579'ANTHONY STUMPFS BARN ON EAST SIDE OF ROAD.  STATION IS A
 OF1579'U.S.C.  AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE 0.1
 OF1579'FOOT BELOW GROUND.
 OF1579
 OF1579                          STATION RECOVERY (1972)
 OF1579
 OF1579'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1579'IN WEBSTER, ON THE E. SIDE OF 5 MILE LINE RD. 0.5 MI. S. OF
 OF1579'KLEM RD.
 OF1579'
 OF1579'17.5 FT E. OF CENTERLINE
 OF1579'
 OF1579'17.0 FT SSW OF UTILITY POLE RTC 46, RG AND E T188A
 OF1579'
 OF1579'70.0 FT. SW OF THE SW CORNER, AND
 OF1579'
 OF1579'39.8 FT. S. OF THE S. RANGELINE OF HOUSE NO. 758
 OF1579'
 OF1579'56.4 FT NE OF A HYDRANT
 OF1579'
 OF1579'1.4 FT W. OF A MONROE COUNTY WITNESS POST AND SIGN.
 OF1579'
 OF1579'A. U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1579'DISK IN CONCRETE 0.5 FT. BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1578 ***********************************************************************
 OF1578  DESIGNATION -  183 2 NYGS 1940
 OF1578  PID         -  OF1578
 OF1578  STATE/COUNTY-  NY/MONROE
 OF1578  USGS QUAD   -  WEBSTER (1978)
 OF1578
 OF1578                         *CURRENT SURVEY CONTROL
 OF1578  ___________________________________________________________________
 OF1578* NAD 83(1996)-  43 13 03.76799(N)    077 28 33.27578(W)     ADJUSTED  
 OF1578* NAVD 88     -       117.50   (+/-2cm)     385.5    (feet)  VERTCON   
 OF1578  ___________________________________________________________________
 OF1578  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 OF1578  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF1578
 OF1578  HORZ ORDER  -  SECOND
 OF1578  VERT ORDER  -  THIRD ? (See Below)
 OF1578
 OF1578.The horizontal coordinates were established by classical geodetic methods
 OF1578.and adjusted by the National Geodetic Survey in January 1999..
 OF1578
 OF1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1578.The vertical order pertains to the NGVD 29 superseded value.
 OF1578
 OF1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1578
 OF1578.The geoid height was determined by GEOID03.
 OF1578
 OF1578;                    North         East     Units Scale Factor Converg.
 OF1578;SPC NY W     -   357,950.820   439,975.636   MT  1.00003705   +0 45 30.2
 OF1578;SPC NY W     - 1,174,376.98  1,443,486.73   sFT  1.00003705   +0 45 30.2
 OF1578;UTM  18      - 4,787,968.242   298,902.646   MT  1.00009750   -1 41 45.6
 OF1578
 OF1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1578!SPC NY W     -   0.99998718  x   1.00003705  =   1.00002423
 OF1578!UTM  18      -   0.99998718  x   1.00009750  =   1.00008468
 OF1578
 OF1578:                Primary Azimuth Mark                     Grid Az
 OF1578:SPC NY W     -  183 1 NYGS 1940                          359 58 34.5
 OF1578:UTM  18      -  183 1 NYGS 1940                          002 25 50.3
 OF1578
 OF1578|---------------------------------------------------------------------|
 OF1578| PID    Reference Object                     Distance      Geod. Az  |
 OF1578|                                                           dddmmss.s |
 OF1578| OF1579 183 1 NYGS 1940                     APPROX. 0.6 KM 0004404.7 |
 OF1578| OF1643 TEMP PT 9019                        369.855 METERS 16730     |
 OF1578|---------------------------------------------------------------------|
 OF1578
 OF1578                          SUPERSEDED SURVEY CONTROL
 OF1578
 OF1578  NAD 83(1986)-  43 13 03.77664(N)    077 28 33.27434(W) AD(       ) 2
 OF1578  NAD 27      -  43 13 03.55117(N)    077 28 34.28671(W) AD(       ) 2
 OF1578  NGVD 29 (07/19/86)  117.71   (m)          386.2    (f) LEVELING    3  
 OF1578
 OF1578.Superseded values are not recommended for survey control.
 OF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1578.See file dsdata.txt to determine how the superseded data were derived.
 OF1578
 OF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9890387968(NAD 83)
 OF1578_MARKER: DS = TRIANGULATION STATION DISK
 OF1578_SETTING: 0 = UNSPECIFIED SETTING
 OF1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1578
 OF1578  HISTORY     - Date     Condition        Report By
 OF1578  HISTORY     - 1940     MONUMENTED       NYGS
 OF1578  HISTORY     - 1972     GOOD             NY-055
 OF1578
 OF1578                          STATION DESCRIPTION
 OF1578
 OF1578'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1578'IN WEBSTER, ON WEST SIDE OF FIVE MILE LINE ROAD, 0.9 MILE NORTH
 OF1578'OF RIDGE ROAD EAST, 22.0 FEET WEST OF CENTER LINE OF FIVE MILE
 OF1578'LINE ROAD, 2.6 FEET EAST OF WEST RIGHT-OF-WAY FENCE, 63.8 FEET
 OF1578'WEST OF WEST RANGE LINE OF CHAS. MULLENS HOUSE, 65.8 FEET NORTH
 OF1578'OF NORTH RANGE LINE OF SAID HOUSE, 92.5 FEET NORTHWEST OF
 OF1578'NORTHWEST CORNER OF SAID HOUSE, 49.9 FEET NORTH OF R.G. AND E.
 OF1578'POLE NO. 181A (R.T.C. NO. 35), AND 65.3 FEET NORTHWEST OF R.G. AND
 OF1578'E.  POLE NO. 181.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF1578'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1578
 OF1578                          STATION RECOVERY (1972)
 OF1578
 OF1578'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1578'IN WEBSTER, ON THE WEST SIDE OF 5 MILE LINE RD. (RT. 18) 247 FT
 OF1578'+ OR - S. OF PUBLISHERS PARKWAY.
 OF1578'
 OF1578'23.0 FT W. OF CENTERLINE
 OF1578'
 OF1578'32.7 FT S. OF A HYDRANT
 OF1578'
 OF1578'67.3 FT NW OF UTILITY POLE RG AND E T181
 OF1578'
 OF1578'48.9 FT N. OF UTILITY POLE RG AND E T181A
 OF1578'
 OF1578'1.8 FT E. OF A MONROE COUNTY WITNESS POST
 OF1578'
 OF1578'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1578'DISK IN CONCRETE 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0618 ***********************************************************************
 KV0618  DESIGNATION -  183 NYBE+A
 KV0618  PID         -  KV0618
 KV0618  STATE/COUNTY-  NY/KINGS
 KV0618  USGS QUAD   -  THE NARROWS (1981)
 KV0618
 KV0618                         *CURRENT SURVEY CONTROL
 KV0618  ___________________________________________________________________
 KV0618* NAD 83(1986)-  40 36 30.     (N)    074 02 06.     (W)     SCALED    
 KV0618* NAVD 88     -         3.503  (meters)      11.49   (feet)  ADJUSTED  
 KV0618  ___________________________________________________________________
 KV0618  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0618  DYNAMIC HT  -           3.502 (meters)      11.49  (feet)  COMP
 KV0618  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 KV0618
 KV0618  VERT ORDER  -  FIRST     CLASS II
 KV0618
 KV0618.The horizontal coordinates were scaled from a topographic map and have
 KV0618.an estimated accuracy of +/- 6 seconds.
 KV0618
 KV0618.The orthometric height was determined by differential leveling
 KV0618.and adjusted by the National Geodetic Survey in June 1991..
 KV0618.WARNING-Repeat measurements at this control monument indicate possible
 KV0618.vertical movement.
 KV0618
 KV0618.The geoid height was determined by GEOID03.
 KV0618
 KV0618.The dynamic height is computed by dividing the NAVD 88
 KV0618.geopotential number by the normal gravity value computed on the
 KV0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0618.degrees latitude (g = 980.6199 gals.).
 KV0618
 KV0618.The modeled gravity was interpolated from observed gravity values.
 KV0618
 KV0618;                    North         East    Units  Estimated Accuracy
 KV0618;SPC NY L     -    49,050.      297,040.      MT  (+/- 180 meters Scaled)
 KV0618
 KV0618                          SUPERSEDED SURVEY CONTROL
 KV0618
 KV0618  NGVD 29 (??/??/??)    3.841  (m)           12.60   (f) ADJUSTED    1 2
 KV0618
 KV0618.Superseded values are not recommended for survey control.
 KV0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0618.See file dsdata.txt to determine how the superseded data were derived.
 KV0618
 KV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816957(NAD 83)
 KV0618_MARKER: Z = SEE DESCRIPTION
 KV0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0618_SP_SET: MOORING POST
 KV0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0618
 KV0618  HISTORY     - Date     Condition        Report By
 KV0618  HISTORY     - UNK      MONUMENTED       NYBE+A
 KV0618  HISTORY     - 1952     GOOD             CGS
 KV0618
 KV0618                          STATION DESCRIPTION
 KV0618
 KV0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0618'AT NEW YORK.
 KV0618'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT FORT HAMILTON, THE TOP
 KV0618'(HIGHEST POINT) OF A MOORING POST LOCATED ON NORTHWEST EDGE OF
 KV0618'STONE PIER OF GOVERNMENT WHARF, 40 FEET SOUTHWEST OF STONE SEAWALL,
 KV0618'44 FEET NORTHEAST OF SOUTHWEST END OF STONE PIER, 3 FEET SOUTHEAST
 KV0618'OF NORTHWEST EDGE OF STONE PIER AND ABOUT 4 FEET ABOVE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2087 ***********************************************************************
 PH2087  DESIGNATION -  183 RESET
 PH2087  PID         -  PH2087
 PH2087  STATE/COUNTY-  NY/JEFFERSON
 PH2087  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2087
 PH2087                         *CURRENT SURVEY CONTROL
 PH2087  ___________________________________________________________________
 PH2087* NAD 83(1996)-  44 20 35.18436(N)    075 57 13.25731(W)     ADJUSTED  
 PH2087* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 PH2087  ___________________________________________________________________
 PH2087  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 PH2087  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 PH2087
 PH2087  HORZ ORDER  -  SECOND
 PH2087
 PH2087.The horizontal coordinates were established by classical geodetic methods
 PH2087.and adjusted by the National Geodetic Survey in January 1999..
 PH2087
 PH2087.The orthometric height was scaled from a topographic map.
 PH2087
 PH2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2087
 PH2087.The geoid height was determined by GEOID03.
 PH2087
 PH2087;                    North         East     Units Scale Factor Converg.
 PH2087;SPC NY C     -   482,580.526   300,206.836   MT  0.99996849   +0 26 24.4
 PH2087;SPC NY C     - 1,583,266.28    984,928.59   sFT  0.99996849   +0 26 24.4
 PH2087;SPC NY E     -   612,911.868    34,090.947   MT  1.00006517   -1 00 58.2
 PH2087;SPC NY E     - 2,010,861.69    111,846.72   sFT  1.00006517   -1 00 58.2
 PH2087;UTM  18      - 4,910,424.325   423,981.263   MT  0.99967107   -0 39 59.8
 PH2087
 PH2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2087!SPC NY C     -   0.99998754  x   0.99996849  =   0.99995603
 PH2087!SPC NY E     -   0.99998754  x   1.00006517  =   1.00005271
 PH2087!UTM  18      -   0.99998754  x   0.99967107  =   0.99965861
 PH2087
 PH2087:                Primary Azimuth Mark                     Grid Az
 PH2087:SPC NY C     -  181 IWC BLUFF USLS                       042 29 03.8
 PH2087:SPC NY E     -  181 IWC BLUFF USLS                       043 56 26.4
 PH2087:UTM  18      -  181 IWC BLUFF USLS                       043 35 28.0
 PH2087
 PH2087|---------------------------------------------------------------------|
 PH2087| PID    Reference Object                     Distance      Geod. Az  |
 PH2087|                                                           dddmmss.s |
 PH2087| PH2100 181 IWC BLUFF USLS                  APPROX. 4.8 KM 0425528.2 |
 PH2087|---------------------------------------------------------------------|
 PH2087
 PH2087                          SUPERSEDED SURVEY CONTROL
 PH2087
 PH2087  NAD 83(1986)-  44 20 35.18929(N)    075 57 13.26010(W) AD(       ) 2
 PH2087  NAD 27      -  44 20 35.03300(N)    075 57 14.42900(W) AD(       ) 2
 PH2087
 PH2087.Superseded values are not recommended for survey control.
 PH2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2087.See file dsdata.txt to determine how the superseded data were derived.
 PH2087
 PH2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2398110424(NAD 83)
 PH2087_MARKER: DS = TRIANGULATION STATION DISK
 PH2087_SETTING: 0 = UNSPECIFIED SETTING
 PH2087
 PH2087  HISTORY     - Date     Condition        Report By
 PH2087  HISTORY     - 1942     MONUMENTED       CGS
 PH2087  HISTORY     - 1957     GOOD             IBC
 PH2087
 PH2087                          STATION DESCRIPTION
 PH2087
 PH2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2087'STATION IS LOCATED ABOUT 1.5 MILES SW OF WESTMINISTER PARK ON
 PH2087'WELLS ISLAND IN THE ST. LAWRENCE RIVER.  STATION IS LOCATED ON
 PH2087'A HIGH BLUFF ABOVE A BAY S OF THE OUTLET OF THE LAKE OF
 PH2087'ISLES.  MARK IS 5-1/2 PACES E OF THE CENTER LINE OF THE ROAD TO
 PH2087'THE STATION.  THE MARK IS STAMPED NO 183 IWC 1940 1942.
 PH2087'
 PH2087'TO REACH THE STATION FROM THE N END OF THE AMERICAN SPAN OF
 PH2087'THE 1000 ISLANDS BRIDGE GO RIGHT ON A PAVED CROSS ROAD FOR 4.1
 PH2087'MILES TO A GRAVEL CROSS ROAD, TURN LEFT AND GO 0.1 MILE TO A
 PH2087'FORK, TAKE RIGHT FORK AND GO 0.5 MILE TO E.J. NOBLES
 PH2087'BARN.*** CONTINUE AROUND THE LEFT END OF THE BARN, W, FOR 0.2
 PH2087'MILE TO A FORK, TAKE LEFT FORK AND GO 0.2 MILE TO WHERE GRAVEL
 PH2087'ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD (IT IS ADVISEABLE TO
 PH2087'PUT CHAINS ON AT THIS POINT) FOR 0.3 MILE TO CROSS ROAD AT TOP
 PH2087'OF HILL, TURN RIGHT AND GO 0.1 MILE TO STATION ON THE
 PH2087'LEFT.  ***FROM THIS POINT STATION CAN ALSO BE REACHED BY
 PH2087'CONTINUING STRAIGHT AHEAD PAST THE SOUTHERLY SIDE OF THE WAGON
 PH2087'SHED AND TAKING ALL RIGHT TURNS TO THE TOP OF THE HILL AND
 PH2087'THE STATION.  THE LATTER ROUTE IS ABOUT A HALF MILE
 PH2087'FARTHER BUT IS A MUCH BETTER WAY WHEN THE GROUND IS WET.
 PH2087'
 PH2087'STATION WAS CONNECTED TO STATION WATERLOO BY TRAVERSE.
 PH2087
 PH2087                          STATION RECOVERY (1957)
 PH2087
 PH2087'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2087'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0712 ***********************************************************************
 MZ0712  DESIGNATION -  183.09
 MZ0712  PID         -  MZ0712
 MZ0712  STATE/COUNTY-  NY/COLUMBIA
 MZ0712  USGS QUAD   -  KINDERHOOK (1980)
 MZ0712
 MZ0712                         *CURRENT SURVEY CONTROL
 MZ0712  ___________________________________________________________________
 MZ0712* NAD 83(1986)-  42 25 24.     (N)    073 38 21.     (W)     SCALED    
 MZ0712* NAVD 88     -       105.186  (meters)     345.10   (feet)  ADJUSTED  
 MZ0712  ___________________________________________________________________
 MZ0712  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MZ0712  DYNAMIC HT  -         105.151 (meters)     344.98  (feet)  COMP
 MZ0712  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 MZ0712
 MZ0712  VERT ORDER  -  FIRST     CLASS II
 MZ0712
 MZ0712.The horizontal coordinates were scaled from a topographic map and have
 MZ0712.an estimated accuracy of +/- 6 seconds.
 MZ0712
 MZ0712.The orthometric height was determined by differential leveling
 MZ0712.and adjusted by the National Geodetic Survey in June 1991..
 MZ0712
 MZ0712.The geoid height was determined by GEOID03.
 MZ0712
 MZ0712.The dynamic height is computed by dividing the NAVD 88
 MZ0712.geopotential number by the normal gravity value computed on the
 MZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0712.degrees latitude (g = 980.6199 gals.).
 MZ0712
 MZ0712.The modeled gravity was interpolated from observed gravity values.
 MZ0712
 MZ0712;                    North         East    Units  Estimated Accuracy
 MZ0712;SPC NY E     -   398,980.      220,840.      MT  (+/- 180 meters Scaled)
 MZ0712
 MZ0712                          SUPERSEDED SURVEY CONTROL
 MZ0712
 MZ0712  NGVD 29 (??/??/92)  105.378  (m)          345.73   (f) ADJ UNCH    1 2
 MZ0712
 MZ0712.Superseded values are not recommended for survey control.
 MZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0712.See file dsdata.txt to determine how the superseded data were derived.
 MZ0712
 MZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM119976(NAD 83)
 MZ0712_MARKER: Q = CHISELED SQUARE
 MZ0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0712_SP_SET: CONCRETE BASE
 MZ0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0712
 MZ0712  HISTORY     - Date     Condition        Report By
 MZ0712  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0712  HISTORY     - 1933     GOOD             NGS
 MZ0712
 MZ0712                          STATION DESCRIPTION
 MZ0712
 MZ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0712'1.0 MI W FROM CHATHAM CENTER.
 MZ0712'ON THE B AND A R R.  1.0 MILE WEST OF THE CHATHAM CENTER B AND A
 MZ0712'STATION. ON THE CONCRETE BASE OF B AND A SEMAPHORE SIGNAL NO. 183.12.
 MZ0712'10 FT. SOUTH OF THE EAST BOUND TRACKS. 1 FT. BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1325 ***********************************************************************
 NB1325  DESIGNATION -  18.35
 NB1325  PID         -  NB1325
 NB1325  STATE/COUNTY-  NY/LIVINGSTON
 NB1325  USGS QUAD   -  CALEDONIA (1976)
 NB1325
 NB1325                         *CURRENT SURVEY CONTROL
 NB1325  ___________________________________________________________________
 NB1325* NAD 83(1986)-  42 59 14.     (N)    077 51 41.     (W)     SCALED    
 NB1325* NAVD 88     -       197.022  (meters)     646.40   (feet)  ADJUSTED  
 NB1325  ___________________________________________________________________
 NB1325  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NB1325  DYNAMIC HT  -         196.972 (meters)     646.23  (feet)  COMP
 NB1325  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 NB1325
 NB1325  VERT ORDER  -  SECOND    CLASS 0
 NB1325
 NB1325.The horizontal coordinates were scaled from a topographic map and have
 NB1325.an estimated accuracy of +/- 6 seconds.
 NB1325
 NB1325.The orthometric height was determined by differential leveling
 NB1325.and adjusted by the National Geodetic Survey in June 1991..
 NB1325
 NB1325.The geoid height was determined by GEOID03.
 NB1325
 NB1325.The dynamic height is computed by dividing the NAVD 88
 NB1325.geopotential number by the normal gravity value computed on the
 NB1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1325.degrees latitude (g = 980.6199 gals.).
 NB1325
 NB1325.The modeled gravity was interpolated from observed gravity values.
 NB1325
 NB1325;                    North         East    Units  Estimated Accuracy
 NB1325;SPC NY W     -   332,000.      408,880.      MT  (+/- 180 meters Scaled)
 NB1325
 NB1325                          SUPERSEDED SURVEY CONTROL
 NB1325
 NB1325  NGVD 29 (??/??/??)  197.18   (m)          646.9    (f) RESET       3  
 NB1325
 NB1325.Superseded values are not recommended for survey control.
 NB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1325.See file dsdata.txt to determine how the superseded data were derived.
 NB1325
 NB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN667633(NAD 83)
 NB1325_MARKER: Z = SEE DESCRIPTION
 NB1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1325_SP_SET: BRIDGE ABUTMENT
 NB1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1325
 NB1325  HISTORY     - Date     Condition        Report By
 NB1325  HISTORY     - UNK      MONUMENTED       BORR
 NB1325  HISTORY     - 1935     GOOD             NGS
 NB1325
 NB1325                          STATION DESCRIPTION
 NB1325
 NB1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1325'AT MUMFORD-CALEDONIA.
 NB1325'100 YARDS WEST OF MUMFORD-CALEDONIA STATION ON THE B.R. AND P.
 NB1325'RAILWAY, ON THE BACKWALL OF NORTH ABUTMENT OF BRIDGE 18.35, EAST
 NB1325'SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0970 ***********************************************************************
 KU0970  DESIGNATION -  184
 KU0970  PID         -  KU0970
 KU0970  STATE/COUNTY-  NY/WESTCHESTER
 KU0970  USGS QUAD   -  YONKERS (1979)
 KU0970
 KU0970                         *CURRENT SURVEY CONTROL
 KU0970  ___________________________________________________________________
 KU0970* NAD 83(1986)-  40 58 44.     (N)    073 53 14.     (W)     SCALED    
 KU0970* NAVD 88     -         2.524  (meters)       8.28   (feet)  ADJUSTED  
 KU0970  ___________________________________________________________________
 KU0970  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU0970  DYNAMIC HT  -           2.523 (meters)       8.28  (feet)  COMP
 KU0970  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 KU0970
 KU0970  VERT ORDER  -  FIRST     CLASS II
 KU0970
 KU0970.The horizontal coordinates were scaled from a topographic map and have
 KU0970.an estimated accuracy of +/- 6 seconds.
 KU0970
 KU0970.The orthometric height was determined by differential leveling
 KU0970.and adjusted by the National Geodetic Survey in June 1991..
 KU0970
 KU0970.The geoid height was determined by GEOID03.
 KU0970
 KU0970.The dynamic height is computed by dividing the NAVD 88
 KU0970.geopotential number by the normal gravity value computed on the
 KU0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0970.degrees latitude (g = 980.6199 gals.).
 KU0970
 KU0970.The modeled gravity was interpolated from observed gravity values.
 KU0970
 KU0970;                    North         East    Units  Estimated Accuracy
 KU0970;SPC NY E     -   238,380.      201,570.      MT  (+/- 180 meters Scaled)
 KU0970
 KU0970                          SUPERSEDED SURVEY CONTROL
 KU0970
 KU0970  NGVD 29 (??/??/92)    2.828  (m)            9.28   (f) ADJ UNCH    1 2
 KU0970
 KU0970.Superseded values are not recommended for survey control.
 KU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0970.See file dsdata.txt to determine how the superseded data were derived.
 KU0970
 KU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL936370(NAD 83)
 KU0970_MARKER: B = BOLT
 KU0970_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KU0970_SP_SET: UNSPECIFIED ROCK
 KU0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0970
 KU0970  HISTORY     - Date     Condition        Report By
 KU0970  HISTORY     - UNK      MONUMENTED       NYCRR
 KU0970  HISTORY     - 1955     GOOD             NGS
 KU0970
 KU0970                          STATION DESCRIPTION
 KU0970
 KU0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0970'1.1 MI S FROM HASTINGS ON HUDSON.
 KU0970'ABOUT 1.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KU0970'THE STATION AT HASTINGS-ON-HUDSON, ABOUT 0.4 MILE NORTH OF
 KU0970'STATION AT GREYSTONE, ABOUT 115 YARDS NORTH OF SIGNAL BRIDGE NO.
 KU0970'1831-1833 - 1832 - 1834, ACROSS TRACKS FROM POWER TRANSMISSION
 KU0970'TOWER NO. 440, THE TOP OF AN IRON BOLT SET IN THE TOP OF SLANTING
 KU0970'WEST FACE OF ROCK AT THE BOTTOM OF A CUT, 6.6 FEET EAST OF EAST
 KU0970'RAIL, 15 1/2 FEET SOUTH OF THE 5TH TELEPHONE POLE NORTH OF SIGNAL
 KU0970'BRIDGE AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0219 ***********************************************************************
 LY0219  DESIGNATION -  184.9
 LY0219  PID         -  LY0219
 LY0219  STATE/COUNTY-  NY/ULSTER
 LY0219  USGS QUAD   -  KINGSTON WEST (1980)
 LY0219
 LY0219                         *CURRENT SURVEY CONTROL
 LY0219  ___________________________________________________________________
 LY0219* NAD 83(1986)-  41 57 03.     (N)    074 03 00.     (W)     SCALED    
 LY0219* NAVD 88     -        56.129  (meters)     184.15   (feet)  ADJUSTED  
 LY0219  ___________________________________________________________________
 LY0219  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LY0219  DYNAMIC HT  -          56.109 (meters)     184.08  (feet)  COMP
 LY0219  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 LY0219
 LY0219  VERT ORDER  -  SECOND    CLASS 0
 LY0219
 LY0219.The horizontal coordinates were scaled from a topographic map and have
 LY0219.an estimated accuracy of +/- 6 seconds.
 LY0219
 LY0219.The orthometric height was determined by differential leveling
 LY0219.and adjusted by the National Geodetic Survey in June 1991..
 LY0219
 LY0219.The geoid height was determined by GEOID03.
 LY0219
 LY0219.The dynamic height is computed by dividing the NAVD 88
 LY0219.geopotential number by the normal gravity value computed on the
 LY0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0219.degrees latitude (g = 980.6199 gals.).
 LY0219
 LY0219.The modeled gravity was interpolated from observed gravity values.
 LY0219
 LY0219;                    North         East    Units  Estimated Accuracy
 LY0219;SPC NY E     -   346,240.      187,310.      MT  (+/- 180 meters Scaled)
 LY0219
 LY0219                          SUPERSEDED SURVEY CONTROL
 LY0219
 LY0219  NGVD 29 (??/??/92)   56.370  (m)          184.94   (f) ADJ UNCH    2 0
 LY0219
 LY0219.Superseded values are not recommended for survey control.
 LY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0219.See file dsdata.txt to determine how the superseded data were derived.
 LY0219
 LY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM787447(NAD 83)
 LY0219_MARKER: Q = CHISELED SQUARE
 LY0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0219_SP_SET: BRIDGE
 LY0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0219+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 LY0219
 LY0219  HISTORY     - Date     Condition        Report By
 LY0219  HISTORY     - UNK      MONUMENTED       USGS
 LY0219  HISTORY     - 1934     GOOD             NGS
 LY0219  HISTORY     - 20050916 GOOD             NYDT
 LY0219  HISTORY     - 20060613 GOOD             INDIV
 LY0219
 LY0219                          STATION DESCRIPTION
 LY0219
 LY0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0219'3.2 MI W FROM KINGSTON.
 LY0219'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0219'RAILWAY, 12 RAILS WEST OF OVERHEAD HIGHWAY BRIDGE, 3 YARDS NORTH
 LY0219'OF NORTH RAIL, ON SHOULDER AT BASE OF SOUTH FACE OF MP NO. K 6.
 LY0219
 LY0219                          STATION RECOVERY (2005)
 LY0219
 LY0219'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LY0219'RECOVERED IN GOOD CONDITION.
 LY0219
 LY0219                          STATION RECOVERY (2006)
 LY0219
 LY0219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DES)
 LY0219'TO REACH THE STATION FROM THE JUNCTION OF RT 28 AND RT 209, PROCEED
 LY0219'WESTERLY ON RT 28 FOR 0.7 MILES (1.1KM) TO THE JUNCTION WITH HURLEY
 LY0219'MOUNTAIN RD (ULSTER CO. RT 5).  TURN LEFT ON HURLEY MOUNTAIN RD AND
 LY0219'PROCEED SOUTHERLY FOR 0.2 MILES (0.3KM) TO ABANDONDED AT-GRADE
 LY0219'RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE CONCRETE MP NO. K
 LY0219'6 IS 373FT (113.7M) NW'LY ALONG TRACKS FROM THE CENTERLINE OF HURLEY
 LY0219'MOUNTAIN RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2393 ***********************************************************************
 MZ2393  DESIGNATION -  184=TELLER RESET
 MZ2393  PID         -  MZ2393
 MZ2393  STATE/COUNTY-  NY/RENSSELAER
 MZ2393  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ2393
 MZ2393                         *CURRENT SURVEY CONTROL
 MZ2393  ___________________________________________________________________
 MZ2393* NAD 83(1996)-  42 36 26.20455(N)    073 44 04.20214(W)     ADJUSTED  
 MZ2393* NAVD 88     -       123.6    (meters)     406.     (feet)  VERTCON   
 MZ2393  ___________________________________________________________________
 MZ2393  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 MZ2393  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MZ2393
 MZ2393  HORZ ORDER  -  FIRST
 MZ2393
 MZ2393.The horizontal coordinates were established by classical geodetic methods
 MZ2393.and adjusted by the National Geodetic Survey in January 1999..
 MZ2393
 MZ2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2393
 MZ2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2393
 MZ2393.The geoid height was determined by GEOID03.
 MZ2393
 MZ2393;                    North         East     Units Scale Factor Converg.
 MZ2393;SPC NY E     -   419,333.415   212,809.498   MT  0.99994852   +0 31 05.7
 MZ2393;SPC NY E     - 1,375,763.05    698,192.49   sFT  0.99994852   +0 31 05.7
 MZ2393;UTM  18      - 4,717,981.424   603,803.978   MT  0.99973257   +0 51 24.4
 MZ2393
 MZ2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2393!SPC NY E     -   0.99998554  x   0.99994852  =   0.99993406
 MZ2393!UTM  18      -   0.99998554  x   0.99973257  =   0.99971811
 MZ2393
 MZ2393:                Primary Azimuth Mark                     Grid Az
 MZ2393:SPC NY E     -  TELLER HILL STANDPIPE                    009 31 40.9
 MZ2393:UTM  18      -  TELLER HILL STANDPIPE                    009 11 22.2
 MZ2393
 MZ2393|---------------------------------------------------------------------|
 MZ2393| PID    Reference Object                     Distance      Geod. Az  |
 MZ2393|                                                           dddmmss.s |
 MZ2393| MZ2394 TELLER HILL STANDPIPE               APPROX. 0.8 KM 0100246.6 |
 MZ2393| DA3339 TELLER HILL AZ MK                                  0102420.7 |
 MZ2393| DA3343 TELLER HILL RM 4                      9.026 METERS 04356     |
 MZ2393| MZ2395 RENSSELAER HAMILTON PRINT TK        APPROX. 1.9 KM 1064507.4 |
 MZ2393| DA3340 TELLER HILL RM 1                     26.760 METERS 14958     |
 MZ2393| DA3342 TELLER HILL RM 3                     23.468 METERS 19319     |
 MZ2393| DA3341 TELLER HILL RM 2                     23.460 METERS 20336     |
 MZ2393| MZ2538 BEACON ISLAND LIGHT                 APPROX. 2.4 KM 2580501.3 |
 MZ2393| MZ2549 NEW SCOTLAND MUN TANK               APPROX. 7.4 KM 2814100.0 |
 MZ2393| MZ2546 CROSS OVER LIGHT                    APPROX. 2.4 KM 2872413.6 |
 MZ2393| MZ2447 ALBANY CATHEDRAL S SPIRE            APPROX. 4.9 KM 3350923.0 |
 MZ2393| MZ2431 GENERAL ANILINE CO TANK             APPROX. 2.8 KM 3352130.6 |
 MZ2393| MZ2450 ALBANY CATHEDRAL N SPIRE            APPROX. 4.9 KM 3352509.8 |
 MZ2393| MZ2468 ALBANY ROCKEFELLER TWR NW LT        APPROX. 5.1 KM 3360546.0 |
 MZ2393| MZ2427 RENSSELAER GEN ANILINE WKS STK      APPROX. 2.8 KM 3362017.6 |
 MZ2393| MZ2466 ALBANY ROCKEFELLER TWR SE LT        APPROX. 5.0 KM 3362121.9 |
 MZ2393| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX. 5.6 KM 3381316.5 |
 MZ2393| MZ2453 ALBANY CITY HALL SPIRE              APPROX. 5.2 KM 3412610.1 |
 MZ2393| MZ2463 RENSSELAER DUNN BRI W TWR LT        APPROX. 4.0 KM 3414629.7 |
 MZ2393| MZ2432 RENSSELAER DUNN BRI E TWR LT        APPROX. 3.9 KM 3425132.3 |
 MZ2393| MZ2430 ALBANY DEL AND HUD BLDG SPIRE       APPROX. 4.7 KM 3444751.9 |
 MZ2393| MZ2451 LOUDENVILLE MUNICIPAL TANK          APPROX. 9.6 KM 3475325.5 |
 MZ2393| MZ2438 RENSSELAER NYCRR YARDS STACK        APPROX. 4.3 KM 3512840.9 |
 MZ2393| MZ2416 RENSSELAER SAINT JOHN CH SPIRE      APPROX. 3.7 KM 3544702.3 |
 MZ2393| MZ2434 RENSSELAER B AND ALBANY RR STK      APPROX. 4.9 KM 3552520.9 |
 MZ2393|---------------------------------------------------------------------|
 MZ2393
 MZ2393                          SUPERSEDED SURVEY CONTROL
 MZ2393
 MZ2393  NAD 83(1996)-  42 36 26.20686(N)    073 44 04.20334(W) AD(       ) 1
 MZ2393  NAD 83(1996)-  42 36 26.20710(N)    073 44 04.20331(W) AD(       ) 1
 MZ2393  NAD 83(1992)-  42 36 26.20734(N)    073 44 04.20300(W) AD(       ) 1
 MZ2393  NAD 83(1992)-  42 36 26.20759(N)    073 44 04.20302(W) AD(       ) 1
 MZ2393  NAD 83(1986)-  42 36 26.20786(N)    073 44 04.20232(W) AD(       ) 1
 MZ2393  NAD 27      -  42 36 25.92600(N)    073 44 05.76700(W) AD(       ) 1
 MZ2393  NGVD 29 (07/19/86)  123.8    (m)          406.     (f) VERT ANG       
 MZ2393
 MZ2393.Superseded values are not recommended for survey control.
 MZ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2393.See file dsdata.txt to determine how the superseded data were derived.
 MZ2393
 MZ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0380417981(NAD 83)
 MZ2393_MARKER: V = STONE MONUMENT
 MZ2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2393
 MZ2393  HISTORY     - Date     Condition        Report By
 MZ2393  HISTORY     - 1969     MONUMENTED       NYSS
 MZ2393  HISTORY     - 1934     GOOD             NYSS
 MZ2393  HISTORY     - 1934     GOOD             CGS
 MZ2393  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2393  HISTORY     - 1942     GOOD             CGS
 MZ2393  HISTORY     - 1943     GOOD             CGS
 MZ2393  HISTORY     - 1957     GOOD             CGS
 MZ2393  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2393  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2393  HISTORY     - 1975     GOOD             NGS
 MZ2393
 MZ2393                          STATION DESCRIPTION
 MZ2393
 MZ2393'DESCRIBED BY NEW YORK STATE SURVEY 1934 (JAB)
 MZ2393'ON THE E SIDE OF THE HUDSON RIVER, 2 MILES S OF RENSSELAER
 MZ2393'(CITY), 1-1/4 MILES E OF THE RIVER CHANNEL, NEAR THE SUMMIT OF
 MZ2393'380 FT. TELLER HILL, 89 FEET W OF THE CENTER OF THE CRUSHED STONE
 MZ2393'ROAD THAT CROSSES TELLER AND GRANDVIEW HILLS AND 281 FEET S OF
 MZ2393'A WIRE FENCE INTERSECTION ON THE E SIDE OF THE ROAD.
 MZ2393'
 MZ2393'STANDARD N.Y.S.S. GRANITE MONUMENT NO. 148 WAS FOUND IN GOOD
 MZ2393'CONDITION.  REFERENCES WERE NOT DUG FOR.  TWO NEW REFERENCE MARKS
 MZ2393'WERE ESTABLISHED 23.46 METERS SSW AND 26.74 METERS SSE OF
 MZ2393'S.S. MARK.  A 30-FT. TOWER WAS BUILT AND THE STATION INCORPORATED
 MZ2393'IN THE 1934 RIVER SCHEME.
 MZ2393
 MZ2393                          STATION RECOVERY (1934)
 MZ2393
 MZ2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2393'ON E SIDE OF HUDSON RIVER, 2.6 MILES SSE OF HIGHWAY BRIDGE IN
 MZ2393'ALBANY ON TELLER HILL, 800 YARDS SW OF HIGHWAY 9W, 940 YARDS
 MZ2393'S OF ALUMINUM STANDPIPE, ON CREST OF RIDGE, 89 FEET WSW OF
 MZ2393'GRAVEL ROAD.  R.M. 1 IS 87 FEET E OF STATION AND 56 FEET FROM
 MZ2393'CENTER OF ROAD.  R.M. 2 IS 76 FEET SSW OF STATION AND ABOUT 30
 MZ2393'FEET FROM SHARP BREAK IN SLOPE OF HILL.
 MZ2393'
 MZ2393'STATION IS MARKED WITH N.Y.S.S. MONUMENT.
 MZ2393'
 MZ2393'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MZ2393
 MZ2393                          STATION RECOVERY (1938)
 MZ2393
 MZ2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2393'STATION IS ON THE SUMMIT OF WHAT IS KNOWN AS TELLER HILL, 3-1/4
 MZ2393'MILES SSE OF ALBANY, ON THE CLINTON HEIGHTS EAST GREENBUSH
 MZ2393'ROAD.  A STANDARD STATION MARK IS SET IN DRILL HOLE IN A 6 IN X
 MZ2393'6 IN GRANITE MONUMENT OF THE NYSS (NO. 186) WHICH PROJECTS
 MZ2393'ABOUT 10 IN ABOVE GROUND.
 MZ2393'
 MZ2393'R.M. NO. 1 AND R.M. NO. 2 ARE STAMPED TELLER HILL SS. 1934.
 MZ2393'
 MZ2393'ALL LINES ARE V.G. EXCEPT VAN RENSSELAER, WHICH REQUIRES A
 MZ2393'37-FT. TOWER TO CLEAR TALL TREES ON LINE.
 MZ2393'
 MZ2393'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.8 MILE W OF STATION ON
 MZ2393'A LOW HILL NEAR TALL WATER TANK.
 MZ2393'
 MZ2393'TO REACH STATION FROM E END OF BRIDGE OVER HUDSON RIVER AT
 MZ2393'ALBANY, GO S ON U.S. 9 FOR 1.75 MILES OR .05 MILE PAST STONE
 MZ2393'LAMP POSTS INSCRIBED (HAMPTON MANOR) ON THE LEFT, TURN RIGHT ON
 MZ2393'ROAD AT ARROW PROSPECT HEIGHTS, CONTINUE .3 MILE AND TAKE LEFT
 MZ2393'FORK, THENCE .05 MILE AND TAKE LEFT FORK, THENCE 0.1 MILE AND
 MZ2393'TAKE LEFT FORK, THENCE 0.45 MILE TO STATION ON RIGHT.
 MZ2393
 MZ2393                          STATION RECOVERY (1942)
 MZ2393
 MZ2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2393'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF
 MZ2393'THE AZIMUTH MARK AND REFERENCE MARK NO. 2, WHICH COULD NOT BE
 MZ2393'LOCATED AT THE TIME THE STATION WAS OBSERVED.  REFERENCE MARK
 MZ2393'NO. 3 WAS ESTABLISHED AND A DISTANCE AND DIRECTION WAS TAKEN.
 MZ2393'
 MZ2393'REFERENCE MARK NO. 3 IS 23.454 METERS (76.95 FEET) S OF THE
 MZ2393'STATION.  IT IS ON THE SUMMIT OF TELLER HILL, ABOUT 1 FOOT HIGHER
 MZ2393'IN ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED TELLER
 MZ2393'HILL NO. 3 1942 AND IS DESCRIBED.
 MZ2393'
 MZ2393'NOTE--STATIONS TELLER (N.Y.S.S.) AND TELLER (C.A.S.) ARE IDENTICAL
 MZ2393
 MZ2393                          STATION RECOVERY (1943)
 MZ2393
 MZ2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 MZ2393'STATION RECOVERED AS DESCRIBED IN 1934.
 MZ2393'
 MZ2393'STATION, REFERENCE MARK 1, REFERENCE MARK 3 (1942), AND
 MZ2393'AZIMUTH MARK IN GOOD CONDITION.
 MZ2393'
 MZ2393'REFERENCE MARK 2 NOT RECOVERED.
 MZ2393'
 MZ2393'STATION STAMPED TELLER HILL 1934 1938.
 MZ2393'
 MZ2393'REFERENCE MARK 3 STAMPED TELLER HILL NO 3 1942.
 MZ2393'
 MZ2393'REFERENCE MARK 1 IS ON E SLOPE, REFERENCE MARK 3 IS ON W BREAK
 MZ2393'OF HILL.
 MZ2393'
 MZ2393'AZIMUTH MARK IS ABOUT 0.6 MILE N OF THE STATION, SET FLUSH IN
 MZ2393'THE CONCRETE BASE OF A WATER TANK (HORTON TANK).  IT IS ON THE
 MZ2393'NE SIDE OF THE TANK AT THE LADDER.  IT IS STAMPED TELLER HILL 1938.
 MZ2393'
 MZ2393'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT GLEN.
 MZ2393'
 MZ2393'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT KEN.
 MZ2393'
 MZ2393'A 4-FOOT STAND WILL SEE AN 8-FOOT LIGHT AT EMPIRE ECC.
 MZ2393'
 MZ2393'A 4-FOOT STAND WILL SEE A 4-FOOT STAND AT NORTH.
 MZ2393'
 MZ2393'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT RYSEDORPH 2
 MZ2393'(N.Y.S.S.) 1879.
 MZ2393'
 MZ2393'A 37-FOOT TOWER WILL SEE A 16-FOOT LIGHT AT VAN RENSSELAER 1856.
 MZ2393'
 MZ2393'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT SOUTH.
 MZ2393
 MZ2393                          STATION RECOVERY (1957)
 MZ2393
 MZ2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (AJD)
 MZ2393'LETTER OF MR. A.J. DWILESKI, RENSSELAER, N.Y. DATED 14 MAY 1957--
 MZ2393'
 MZ2393'REFERENCE MARK 3 WHICH HAD BEEN PREVIOUSLY DISTURBED, WAS
 MZ2393'RECEIVED AT THIS OFFICE 6/7/57.  THE DISK WAS STAMPED TELLER
 MZ2393'HILL NO. 3 1942.
 MZ2393
 MZ2393                          STATION RECOVERY (1969)
 MZ2393
 MZ2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2393'STATION POINT WAS LOCATED BY INVERSE FROM A TRIAL POINT
 MZ2393'ESTABLISHED NEARBY, AND THE ORIGINAL GRANITE POST FOUND BROKEN
 MZ2393'OFF 1 FOOT BELOW GROUND.  RM NO. 1 WAS THEN FOUND IN GOOD
 MZ2393'CONDITION, BUT COVERED WITH DEBRIS, ON THE OLD DISTANCE AND
 MZ2393'ANGLE, AND BOTH RM NO. 2 AND 3 FOUND BROKEN OFF BELOW GROUND.
 MZ2393'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  AFTER MAKING
 MZ2393'CHECK OBSERVATIONS, WHICH SHOWED THAT THE GRANITE POST WAS
 MZ2393'AT THE CORRECT POINT, IT WAS REMOVED AND A SEARCH MADE FOR AN
 MZ2393'UNDERGROUND MARK, BUT NONE WAS FOUND.  A NEW UNDERGROUND MARK AND
 MZ2393'SURFACE STATION MARK WERE THEN ESTABLISHED ON THE DISTANCE
 MZ2393'AND ANGLE TO RM NO. 1, WHICH COINCIDED WITH THE CENTER OF THE
 MZ2393'GRANITE POST.  A NEW REFERENCE MARK WAS ALSO
 MZ2393'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 MZ2393'
 MZ2393'STATION IS LOCATED ALONG THE WEST SIDE OF RIDGE ROAD, ON AN
 MZ2393'OPEN POINT ON THE NORTH END OF TELLER HILL.
 MZ2393'
 MZ2393'TO REACH STATION FROM THE POST OFFICE IN RENSSELAER, GO
 MZ2393'SOUTHEAST ON U.S. HIGHWAY 9 AND 20 FOR 1.7 MILES.  TURN RIGHT
 MZ2393'ON RIDGE RD. AND GO SOUTH O.85 MILE TO TOP OF GRADE.  TAKE TRACK
 MZ2393'ROAD, RIGHT FORK, AND GO UP SMALL HILL 0.05 MILE TO TOP AND
 MZ2393'STATION ON LEFT.
 MZ2393'
 MZ2393'STATION MARK IS A STANDARD DISK STAMPED TELLER NYSS 1879 1969,
 MZ2393'SET IN THE TOP OF A 16-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 MZ2393'GROUND.  9 FEET EAST OF CENTER LINE OF TRACK ROAD, 65 FEET WEST
 MZ2393'OF EDGE OF CUTBANK ABOVE RIDGE ROAD, 286 FEET SOUTH OF A FENCE
 MZ2393'CORNER (ALSO TREE-ROW CORNER), AND 108 FEET NORTH OF A TRACK ROAD
 MZ2393'FORK TO SOUTH OF STATION.
 MZ2393'
 MZ2393'UNDERGROUND MARK IS A STANDARD DISK STAMPED TELLER NYSS 1879 1969,
 MZ2393'SET IN CONCRETE 3 FEET BELOW GROUND.
 MZ2393'
 MZ2393'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TELLER
 MZ2393'HILL SS NO 1 1934, SET IN THE TOP OF A 9-INCH-SQUARE, CONCRETE
 MZ2393'MONUMENT PROJECTING 1 INCH FROM GROUND.  IT IS 33 FEET UP-SLOPE
 MZ2393'FROM EDGE OF CUTBANK, 50 FEET EAST OF CENTER LINE OF TRACK ROAD,
 MZ2393'AND 3 FEET LOWER THAN STATION MARK.
 MZ2393'
 MZ2393'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED TELLER NYSS
 MZ2393'1879 NO 4 1969, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 MZ2393'MONUMENT PROJECTING 3 INCHES FROM GROUND.  IT IS 41 FEET UP-SLOPE
 MZ2393'FROM EDGE OF CUTBANK AND ABOUT 2 FEET LOWER THAN STATION MARK.
 MZ2393'
 MZ2393'AZIMUTH MARK IS A STANDARD DISK STAMPED TELLER HILL 1934,
 MZ2393'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 7 X 7-FOOT,
 MZ2393'CONCRETE PLATFORM THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS
 MZ2393'AT THE EAST SIDE OF THE TELLER HILL STANDPIPE, 4 FEET
 MZ2393'SOUTH-SOUTHEAST OF THE CENTER OF AN IRON MANHOLE COVER AND 5
 MZ2393'FEET EAST-NORTHEAST OF BASE OF STANDPIPE.
 MZ2393'
 MZ2393'TO REACH THE MARK FROM THE STATION, GO NORTH ON RIDGE RD. FOR 0.7
 MZ2393'MILE.  TURN RIGHT ON POPLAR ST. AND GO 0.15 MILE TO CROSS
 MZ2393'STREET.  CONTINUE AHEAD, ON TRACK ROAD, FOR 0.1 MILE TO
 MZ2393'FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO ANOTHER FORK.  TAKE LEFT
 MZ2393'FORK AND GO ALONG RIDGE FOR 0.2 MILE TO THE STANDPIPE AND
 MZ2393'AZIMUTH MARK.
 MZ2393'
 MZ2393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2393'2-1/4 MILES SSE OF RENSSELAER.
 MZ2393
 MZ2393                          STATION RECOVERY (1975)
 MZ2393
 MZ2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MZ2393'NO MEASUREMENT BETWEEN RMS
 MZ2393'
 MZ2393'STATION MARK, REFERENCE MARKS 1 AND 4 AND THE AZIMUTH MARK WERE
 MZ2393'RECOVERED AND FOUND IN GOOD CONDITION.
 MZ2393'
 MZ2393'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF THE CENTER
 MZ2393'OF ALBANY, ABOUT 2-1/4 MILES SOUTH OF RENSSELAER, ABOUT 1 MILE EAST
 MZ2393'OF THE HUDSON RIVER, ON A HILL LOCALLY KNOWN AS TELLER HILL AND ON
 MZ2393'THE WEST SIDE OF RIDGE ROAD.
 MZ2393'
 MZ2393'TO REACH THE STATION FROM THE POST OFFICE IN RENSSELAER, GO
 MZ2393'SOUTH-SOUTHEAST ON U.S. HIGHWAY 9 AND 20 FOR 1.55 MILES TO THE
 MZ2393'K-MART STORE ON THE RIGHT, CONTINUE AHEAD ON U.S. HIGHWAYS 9 AND 20
 MZ2393'FOR 0.15 MILE TO A SIDE STREET RIGHT, TURN RIGHT, WESTERLY AND
 MZ2393'SOUTHERLY ON RIDGE ROAD FOR 0.85 MILE TO A TRACK ROAD LEADING
 MZ2393'TO TOP OF SMALL HILL, BEAR RIGHT, GO SOUTH, UP HILL ON TRACK
 MZ2393'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 MZ2393'
 MZ2393'STATION MARK IS A STANDARD DISK SET IN TOP OF A 16 INCH ROUND
 MZ2393'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED TELLER
 MZ2393'NYSS 1879 1969.  IT IS 65 FEET WEST OF EDGE OF CUT BANK, 9 FEET
 MZ2393'EAST OF CENTER OF TRACK ROAD AND 3.5 FEET NORTH OF WITNESS POST.
 MZ2393'
 MZ2393'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 9 INCH SQUARE
 MZ2393'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED TELLER HILL
 MZ2393'SS NO 1 1934.  IT IS 50 FEET EAST OF CENTER OF TRACK ROAD, 44 FEET
 MZ2393'EAST OF CENTER OF TRACK ROAD, 33 FEET WEST, UP SLOPE FROM CUT BANK
 MZ2393'AND 84.5 FEET SOUTHEAST OF WITNESS POST.
 MZ2393'
 MZ2393'REFERENCE MARK 4 IS A STANDARD DISK SET TOP OF A 10 INCH ROUND
 MZ2393'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED TELLER NYSS
 MZ2393'1879 NO 4 1969.  IT IS 41 FEET WEST, UP SLOPE FROM CUT BANK, 34
 MZ2393'FEET EAST OF CENTER OF TRACK ROAD AND 31.9 FEET NORTHEAST OF
 MZ2393'WITNESS POST.
 MZ2393'
 MZ2393'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 MZ2393'SOUTHEAST CORNER OF A 7 X 7 FOOT CONCRETE PROJECTING ABOUT 8 INCHES
 MZ2393'ABOVE THE GROUND AND THE DISK IS STAMPED TELLER HILL 1934.  5 FEET
 MZ2393'EAST-NORTHEAST OF THE BASE OF STANDPIPE AND 4 FEET SOUTH-SOUTHEAST
 MZ2393'OF THE CENTER OF IRON MANHOLE COVER.
 MZ2393'
 MZ2393'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHERLY ON RIDGE ROAD
 MZ2393'FOR 0.7 MILES, TURN RIGHT, GO SOUTHERLY ON POPLAR STREET FOR 0.15
 MZ2393'MILE TO A CROSSROAD, CONTINUE AHEAD ON TRACK ROAD FOR 0.1 MILE TO
 MZ2393'FORKS, KEEP LEFT, GO 0.1 MILE TO FORKS, KEEP LEFT AND GO ALONG
 MZ2393'RIDGE FOR 0.2 MILE TO THE AZIMUTH MARK ON EAST SIDE OF
 MZ2393'STANDPIPE.  AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY
 MZ2393'TREES.
 MZ2393'
 MZ2393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2393'2-1/4 MILES SSE OF RENSSELAER.
 MZ2393
 MZ2393                          STATION RECOVERY (1975)
 MZ2393
 MZ2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MZ2393'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 MZ2393'CONDITION.  THE DESCRIPTION BY A.P.R. 1938 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0649 ***********************************************************************
 OE0649  DESIGNATION -  186
 OE0649  PID         -  OE0649
 OE0649  STATE/COUNTY-  NY/HERKIMER
 OE0649  USGS QUAD   -  HERKIMER (1943)
 OE0649
 OE0649                         *CURRENT SURVEY CONTROL
 OE0649  ___________________________________________________________________
 OE0649* NAD 83(1986)-  43 01 03.     (N)    074 58 45.     (W)     SCALED    
 OE0649* NAVD 88     -       119.955  (meters)     393.55   (feet)  ADJUSTED  
 OE0649  ___________________________________________________________________
 OE0649  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 OE0649  DYNAMIC HT  -         119.923 (meters)     393.45  (feet)  COMP
 OE0649  MODELED GRAV-     980,355.3   (mgal)                       NAVD 88
 OE0649
 OE0649  VERT ORDER  -  FIRST     CLASS II
 OE0649
 OE0649.The horizontal coordinates were scaled from a topographic map and have
 OE0649.an estimated accuracy of +/- 6 seconds.
 OE0649
 OE0649.The orthometric height was determined by differential leveling
 OE0649.and adjusted by the National Geodetic Survey in June 1991..
 OE0649
 OE0649.The geoid height was determined by GEOID03.
 OE0649
 OE0649.The dynamic height is computed by dividing the NAVD 88
 OE0649.geopotential number by the normal gravity value computed on the
 OE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0649.degrees latitude (g = 980.6199 gals.).
 OE0649
 OE0649.The modeled gravity was interpolated from observed gravity values.
 OE0649
 OE0649;                    North         East    Units  Estimated Accuracy
 OE0649;SPC NY E     -   464,730.      110,940.      MT  (+/- 180 meters Scaled)
 OE0649
 OE0649                          SUPERSEDED SURVEY CONTROL
 OE0649
 OE0649  NGVD 29 (??/??/92)  120.11   (m)          394.1    (f) COMPUTED    1 2
 OE0649
 OE0649.Superseded values are not recommended for survey control.
 OE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0649.See file dsdata.txt to determine how the superseded data were derived.
 OE0649
 OE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN016627(NAD 83)
 OE0649_MARKER: O = CHISELED CIRCLE
 OE0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0649_SP_SET: BRIDGE ABUTMENT
 OE0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0649
 OE0649  HISTORY     - Date     Condition        Report By
 OE0649  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0649  HISTORY     - 1931     GOOD             NGS
 OE0649  HISTORY     - 20050405 MARK NOT FOUND   NYDT
 OE0649
 OE0649                          STATION DESCRIPTION
 OE0649
 OE0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0649'1.0 MI E FROM MOHAWK.
 OE0649'ON TOP OF SHELF OF ABUTMENT OF HERKIMER ROAD BRIDGE ON NORTH SIDE OF
 OE0649'NEW YORK STATE BARGE CANAL.  ON EAST SIDE OF ABUTMENT.
 OE0649
 OE0649                          STATION RECOVERY (2005)
 OE0649
 OE0649'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0621 ***********************************************************************
 KV0621  DESIGNATION -  186 NYBE+A
 KV0621  PID         -  KV0621
 KV0621  STATE/COUNTY-  NY/KINGS
 KV0621  USGS QUAD   -  THE NARROWS (1981)
 KV0621
 KV0621                         *CURRENT SURVEY CONTROL
 KV0621  ___________________________________________________________________
 KV0621* NAD 83(1986)-  40 36 30.     (N)    074 02 03.     (W)     SCALED    
 KV0621* NAVD 88     -         8.432  (meters)      27.66   (feet)  ADJUSTED  
 KV0621  ___________________________________________________________________
 KV0621  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0621  DYNAMIC HT  -           8.429 (meters)      27.65  (feet)  COMP
 KV0621  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 KV0621
 KV0621  VERT ORDER  -  FIRST     CLASS II
 KV0621
 KV0621.The horizontal coordinates were scaled from a topographic map and have
 KV0621.an estimated accuracy of +/- 6 seconds.
 KV0621
 KV0621.The orthometric height was determined by differential leveling
 KV0621.and adjusted by the National Geodetic Survey in June 1991..
 KV0621.WARNING-Repeat measurements at this control monument indicate possible
 KV0621.vertical movement.
 KV0621
 KV0621.The geoid height was determined by GEOID03.
 KV0621
 KV0621.The dynamic height is computed by dividing the NAVD 88
 KV0621.geopotential number by the normal gravity value computed on the
 KV0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0621.degrees latitude (g = 980.6199 gals.).
 KV0621
 KV0621.The modeled gravity was interpolated from observed gravity values.
 KV0621
 KV0621;                    North         East    Units  Estimated Accuracy
 KV0621;SPC NY L     -    49,050.      297,110.      MT  (+/- 180 meters Scaled)
 KV0621
 KV0621                          SUPERSEDED SURVEY CONTROL
 KV0621
 KV0621  NGVD 29 (??/??/??)    8.772  (m)           28.78   (f) ADJUSTED    1 2
 KV0621
 KV0621.Superseded values are not recommended for survey control.
 KV0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0621.See file dsdata.txt to determine how the superseded data were derived.
 KV0621
 KV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK817957(NAD 83)
 KV0621_MARKER: Z = SEE DESCRIPTION
 KV0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0621_SP_SET: STONE WALL
 KV0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0621
 KV0621  HISTORY     - Date     Condition        Report By
 KV0621  HISTORY     - UNK      MONUMENTED       NYBE+A
 KV0621  HISTORY     - 1952     GOOD             CGS
 KV0621  HISTORY     - 20060626 MARK NOT FOUND   GEOCAC
 KV0621
 KV0621                          STATION DESCRIPTION
 KV0621
 KV0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0621'AT NEW YORK.
 KV0621'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT FORT HAMILTON, AT CHISELED
 KV0621'CUT ABOUT 4 INCHES LONG AND 1/2 INCH WIDE IN SHELF ON THIRD
 KV0621'COURSE OF STONE FROM TOP OF A STONE WALL AROUND OLD FORT, 263
 KV0621'FEET SOUTH OF WEST CORNER OF OLD FORT, 26 1/2 FEET SOUTH OF A
 KV0621'GROUP OF FIVE 6-INCH POPLAR TREES, ABOUT IN LINE WITH CENTER
 KV0621'LINE OF GOVERNMENT WHARF LEADING SOUTHWEST, 18 FEET NORTHEAST OF
 KV0621'CENTER LINE OF STERLING DRIVE, 10 1/2 FEET EAST OF A SQUARE CAST
 KV0621'IRON MAN HOLE COVER AND ABOUT 1 1/2 FEET ABOVE STERLING DRIVE.
 KV0621
 KV0621                          STATION RECOVERY (2006)
 KV0621
 KV0621'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0621'NOT RECOVERD, NOT FOUND.
 KV0621' 
 KV0621'THE OLD FORT WAS LOCATED AT FORT HAMILTON, AN ACTIVE U. S. ARMY BASE.
 KV0621'THE CONSTRUCTION OF THE VERRAZANO NARROWS BRIDGE IN THE 1960S
 KV0621'DESTROYED PART OF THE OLD FORT AND VARIOUS ROADS AROUND IT.  THERE IS
 KV0621'NO LONGER A ROAD LEADING TO THE STONE PIER - THIS ROUTE IS CUT OFF BY
 KV0621'THE SHORE PARKWAY (AKA THE BELT PARKWAY).  NONE OF THE WALLS OR PARTS
 KV0621'OF THE FORT COULD UNAMBIGUOUSLY BE IDENTIFIED.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1428 ***********************************************************************
 NB1428  DESIGNATION -  1863
 NB1428  PID         -  NB1428
 NB1428  STATE/COUNTY-  NY/LIVINGSTON
 NB1428  USGS QUAD   -  SPRINGWATER (1942)
 NB1428
 NB1428                         *CURRENT SURVEY CONTROL
 NB1428  ___________________________________________________________________
 NB1428* NAD 83(1986)-  42 39 28.     (N)    077 32 06.     (W)     SCALED    
 NB1428* NAVD 88     -       567.708  (meters)    1862.56   (feet)  ADJUSTED  
 NB1428  ___________________________________________________________________
 NB1428  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NB1428  DYNAMIC HT  -         567.501 (meters)    1861.88  (feet)  COMP
 NB1428  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 NB1428
 NB1428  VERT ORDER  -  SECOND    CLASS 0
 NB1428
 NB1428.The horizontal coordinates were scaled from a topographic map and have
 NB1428.an estimated accuracy of +/- 6 seconds.
 NB1428
 NB1428.The orthometric height was determined by differential leveling
 NB1428.and adjusted by the National Geodetic Survey in June 1991..
 NB1428
 NB1428.The geoid height was determined by GEOID03.
 NB1428
 NB1428.The dynamic height is computed by dividing the NAVD 88
 NB1428.geopotential number by the normal gravity value computed on the
 NB1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1428.degrees latitude (g = 980.6199 gals.).
 NB1428
 NB1428.The modeled gravity was interpolated from observed gravity values.
 NB1428
 NB1428;                    North         East    Units  Estimated Accuracy
 NB1428;SPC NY W     -   295,690.      435,950.      MT  (+/- 180 meters Scaled)
 NB1428
 NB1428                          SUPERSEDED SURVEY CONTROL
 NB1428
 NB1428  NGVD 29 (??/??/92)  567.830  (m)         1862.96   (f) ADJ UNCH    2 0
 NB1428
 NB1428.Superseded values are not recommended for survey control.
 NB1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1428.See file dsdata.txt to determine how the superseded data were derived.
 NB1428
 NB1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN922259(NAD 83)
 NB1428_MARKER: DB = BENCH MARK DISK
 NB1428_SETTING: 66 = SET IN ROCK OUTCROP
 NB1428_SP_SET: ROCK FOUNDATION
 NB1428_STAMPING: 1863 ROCHESTER 1901
 NB1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1428+STABILITY: POSITION/ELEVATION WELL
 NB1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1428+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 NB1428
 NB1428  HISTORY     - Date     Condition        Report By
 NB1428  HISTORY     - 1901     MONUMENTED       USGS
 NB1428  HISTORY     - 1942     GOOD             NGS
 NB1428  HISTORY     - 20031007 GOOD             USPSQD
 NB1428
 NB1428                          STATION DESCRIPTION
 NB1428
 NB1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1428'4.2 MI NE FROM SPRINGWATER.
 NB1428'TO REACH FROM THE U.S. POST OFFICE AT SPRINGWATER--PROCEED NORTHERLY
 NB1428'ALONG NEW YORK STATE HIGHWAY NO. 15A 0.8 MILE THENCE EASTERLY ALONG
 NB1428'COUNTY ROAD 3.4 MILES TO THE SITE OF THE BENCH MARK. BENCH MARK IS
 NB1428'SET VERTICALLY IN THE WEST FACE OF A ROCK FOUNDATION OF SCHOOL HOUSE
 NB1428'AT TABORS CORNERS. IT IS 13.FEET SOUTH OF THE NORTHWEST CORNER AND
 NB1428'0.6 FOOT ABOVE THE GROUND.
 NB1428
 NB1428                          STATION RECOVERY (2003)
 NB1428
 NB1428'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 NB1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2414 ***********************************************************************
 MZ2414  DESIGNATION -  186=VAN RENSSELAER RESET
 MZ2414  PID         -  MZ2414
 MZ2414  STATE/COUNTY-  NY/RENSSELAER
 MZ2414  USGS QUAD   -  TROY SOUTH (1980)
 MZ2414
 MZ2414                         *CURRENT SURVEY CONTROL
 MZ2414  ___________________________________________________________________
 MZ2414* NAD 83(1996)-  42 39 01.97630(N)    073 43 36.59345(W)     ADJUSTED  
 MZ2414* NAVD 88     -        86.9    (meters)     285.     (feet)  VERTCON   
 MZ2414  ___________________________________________________________________
 MZ2414  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 MZ2414  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ2414
 MZ2414  HORZ ORDER  -  FIRST
 MZ2414
 MZ2414.The horizontal coordinates were established by classical geodetic methods
 MZ2414.and adjusted by the National Geodetic Survey in January 1999..
 MZ2414
 MZ2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2414
 MZ2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2414
 MZ2414.The geoid height was determined by GEOID03.
 MZ2414
 MZ2414;                    North         East     Units Scale Factor Converg.
 MZ2414;SPC NY E     -   424,145.354   213,394.825   MT  0.99994943   +0 31 25.9
 MZ2414;SPC NY E     - 1,391,550.22    700,112.86   sFT  0.99994943   +0 31 25.9
 MZ2414;UTM  18      - 4,722,795.700   604,360.731   MT  0.99973399   +0 51 45.7
 MZ2414
 MZ2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2414!SPC NY E     -   0.99999129  x   0.99994943  =   0.99994072
 MZ2414!UTM  18      -   0.99999129  x   0.99973399  =   0.99972528
 MZ2414
 MZ2414:                Primary Azimuth Mark                     Grid Az
 MZ2414:SPC NY E     -  NIAGARA HUDSON COKE CO STACK             019 17 47.4
 MZ2414:UTM  18      -  NIAGARA HUDSON COKE CO STACK             018 57 27.6
 MZ2414
 MZ2414|---------------------------------------------------------------------|
 MZ2414| PID    Reference Object                     Distance      Geod. Az  |
 MZ2414|                                                           dddmmss.s |
 MZ2414| MZ2417 NIAGARA HUDSON COKE CO STACK        APPROX. 6.2 KM 0194913.3 |
 MZ2414| MZ2413 TRANSMISSION TOWER RED LIGHT        APPROX. 3.6 KM 0220521.2 |
 MZ2414| DA3407 VAN RENSSELAER RM 1                  16.331 METERS 08923     |
 MZ2414| DA3410 VAN RENSSELAER RM 4                  14.043 METERS 18413     |
 MZ2414| DA3409 VAN RENSSELAER RM 3                  14.061 METERS 18414     |
 MZ2414| MZ2394 TELLER HILL STANDPIPE               APPROX. 4.0 KM 1865553.7 |
 MZ2414| MZ2427 RENSSELAER GEN ANILINE WKS STK      APPROX. 2.9 KM 2174459.3 |
 MZ2414| MZ2431 GENERAL ANILINE CO TANK             APPROX. 2.9 KM 2185731.8 |
 MZ2414| DA3408 VAN RENSSELAER RM 2                  17.869 METERS 21909     |
 MZ2414| MZ2416 RENSSELAER SAINT JOHN CH SPIRE      APPROX. 1.5 KM 2210121.6 |
 MZ2414| MZ2432 RENSSELAER DUNN BRI E TWR LT        APPROX. 2.1 KM 2393901.1 |
 MZ2414| MZ2463 RENSSELAER DUNN BRI W TWR LT        APPROX. 2.1 KM 2422019.4 |
 MZ2414| MZ1057 VAN RENSSELAER AZ MK                               2451956.6 |
 MZ2414| MZ2438 RENSSELAER NYCRR YARDS STACK        APPROX. 1.4 KM 2474323.6 |
 MZ2414| MZ2408 RENSSELAER RR BRIDGE E CEN LT       APPROX. 1.6 KM 2583113.8 |
 MZ2414| MZ2407 RENSSELAER RR BREDGE W CEN LT       APPROX. 1.6 KM 2583112.0 |
 MZ2414| MZ2430 ALBANY DEL AND HUD BLDG SPIRE       APPROX. 1.9 KM 2612707.3 |
 MZ2414| MZ2447 ALBANY CATHEDRAL S SPIRE            APPROX. 2.7 KM 2623205.6 |
 MZ2414| MZ2450 ALBANY CATHEDRAL N SPIRE            APPROX. 2.7 KM 2625510.8 |
 MZ2414| MZ2449 ALBANY REFORMED DUTCH LUTH CH       APPROX. 2.7 KM 2691623.8 |
 MZ2414| MZ2453 ALBANY CITY HALL SPIRE              APPROX. 2.3 KM 2731738.2 |
 MZ2414| MZ2434 RENSSELAER B AND ALBANY RR STK      APPROX. 1.0 KM 2740519.5 |
 MZ2414| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX. 2.7 KM 2775955.3 |
 MZ2414| MZ2457 ALBANY SAINT JOSEPHS CH SPIRE       APPROX. 2.1 KM 2891113.4 |
 MZ2414| MZ2439 ALBANY FREIGHT BRIDGE E CEN LT      APPROX. 1.3 KM 2892052.9 |
 MZ2414| MZ2443 ALBANY SAINT PATRICKS CH SPIRE      APPROX. 3.9 KM 2921256.0 |
 MZ2414| MZ2436 ALBANY CENTRAL TERM WAREHSE TK      APPROX. 1.6 KM 2931822.5 |
 MZ2414| MZ2415 ALBANY E ONE OF 4 BLACK STACKS      APPROX. 1.6 KM 3231144.8 |
 MZ2414| MZ2464 LOUDENVILLE WATER TANK              APPROX. 4.1 KM 3251927.7 |
 MZ2414| MZ2465 LOUDENVILLE CABLE TV TOWER          APPROX. 4.1 KM 3253805.2 |
 MZ2414| MZ2451 LOUDENVILLE MUNICIPAL TANK          APPROX. 5.3 KM 3295402.5 |
 MZ2414|---------------------------------------------------------------------|
 MZ2414
 MZ2414                          SUPERSEDED SURVEY CONTROL
 MZ2414
 MZ2414  NAD 83(1996)-  42 39 01.97866(N)    073 43 36.59447(W) AD(       ) 1
 MZ2414  NAD 83(1996)-  42 39 01.97889(N)    073 43 36.59448(W) AD(       ) 1
 MZ2414  NAD 83(1992)-  42 39 01.97914(N)    073 43 36.59420(W) AD(       ) 1
 MZ2414  NAD 83(1992)-  42 39 01.97939(N)    073 43 36.59425(W) AD(       ) 1
 MZ2414  NAD 83(1986)-  42 39 01.97963(N)    073 43 36.59358(W) AD(       ) 1
 MZ2414  NAD 27      -  42 39 01.69619(N)    073 43 38.15952(W) AD(       ) 1
 MZ2414  NGVD 29 (07/19/86)   87.1    (m)          286.     (f) VERT ANG       
 MZ2414
 MZ2414.Superseded values are not recommended for survey control.
 MZ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2414.See file dsdata.txt to determine how the superseded data were derived.
 MZ2414
 MZ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0436122796(NAD 83)
 MZ2414_MARKER: V = STONE MONUMENT
 MZ2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2414
 MZ2414  HISTORY     - Date     Condition        Report By
 MZ2414  HISTORY     - 1856     MONUMENTED       CGS
 MZ2414  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2414  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2414  HISTORY     - 1942     GOOD             CGS
 MZ2414  HISTORY     - 1943     GOOD             CGS
 MZ2414  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2414  HISTORY     - 1979     SEE DESCRIPTION  NGS
 MZ2414
 MZ2414                          STATION DESCRIPTION
 MZ2414
 MZ2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1856 (AHS)
 MZ2414'STATION IS ON LAND OF CORNELIUS VAN RENSSELAER ON E SIDE OF RIVER,
 MZ2414'3 MILES BELOW GREENBUSH, ON HILL NEAR GRAVEYARD.  MARK IS IRON
 MZ2414'CONE 2 FEET DEEP WITH 4 PEGS.  IT IS 5 FEET 5 INCHES FROM FENCE.
 MZ2414
 MZ2414                          STATION RECOVERY (1934)
 MZ2414
 MZ2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2414'N.Y.S.S. GRANITE MONUMENT NO. 186 VAN RENSSELAER WAS FOUND IN
 MZ2414'GOOD CONDITION.  ACCORDING TO THE FINAL REPORT OF THE STATE
 MZ2414'SURVEY DATED 1887 THIS IS THE SAME POSITION OF THE U.S.C. AND
 MZ2414'G.S. VAN RENSSELAER.  STATION IS LOCATED ON THE WESTERN CREST
 MZ2414'OF A 300-FOOT HILL E OF THE CITY OF RENSSELAER.  THE GATE TO
 MZ2414'THE PICKET FENCE SURROUNDING THE CITY RESERVOIR IS 73.2 METERS
 MZ2414'E OF STATION.  HILLSIDE IS CLEARED AND GRASSY.  PROPERTY IS
 MZ2414'OWNED BY A.J. ROBINSON.
 MZ2414'
 MZ2414'STATION MARK IS A GRANITE MONUMENT WITH X CUT ACROSS TOP AND
 MZ2414'N.Y.S.S. NO. 186 ON SIDE.  MARK PROTRUDES ABOUT 18 INCHES FROM
 MZ2414'THE GROUND.  NO DIGGING WAS DONE FOR REFERENCE POTS.
 MZ2414
 MZ2414                          STATION RECOVERY (1938)
 MZ2414
 MZ2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2414'STATION IS LOCATED ON THE WESTERN CREST OF A 300-FOOT HILL BACK
 MZ2414'(E) OF THE CITY OF VAN RENSSELAER.  STATION IS 73.2 FEET W OF
 MZ2414'THE GATE IN THE FENCE SURROUNDING THE CITY RESERVOIR.  THE HILL
 MZ2414'IS CLEARED AND GRASSY.  PROPERTY IS OWNED BY A.J. ROBINSON.
 MZ2414'
 MZ2414'STATION MARK IS A STANDARD MARK SET IN A DRILL HOLE IN
 MZ2414'N.Y.S.S. GRANITE MONUMENT, PROJECTING 3 INCHES ABOVE
 MZ2414'GROUND.  STAMPED VAN RENSSELAER 1856-1934-1938.  REFERENCE
 MZ2414'MARK NO. 1 IS SET IN A CONCRETE BLOCK FLUSH WITH THE
 MZ2414'GROUND.  STAMPED VAN RENSSELAER NO. 1 1934.  REFERENCE MARK
 MZ2414'NO. 2 IS SET IN A CONCRETE BLOCK FLUSH WITH THE GROUND STAMPED
 MZ2414'VAN RENSSELAER NO. 2 1934.  AZIMUTH MARK IS A STANDARD MARK SET
 MZ2414'IN A DRILL HOLE IN RAILING ON W END OF AUTO BRIDGE OVER
 MZ2414'HUDSON RIVER AT ALBANY.
 MZ2414'
 MZ2414'TO REACH THE STATION FROM THE N END OF THE BRIDGE ACROSS THE
 MZ2414'RAILROAD TRACKS AT RENSSELAER, TURN RIGHT AT TRAFFIC LIGHT
 MZ2414'AND KEEP STRAIGHT AHEAD ON THIS STREET WHICH SOON BECOMES A
 MZ2414'WINDING DIRT ROAD AND FOLLOW ITS WINDINGS FOR 1.15 MILES FROM
 MZ2414'THE TRAFFIC LIGHT AND TURN LEFT JUST REACHING OPEN RESERVOIR ON
 MZ2414'THE LEFT.  CONTINUE ACROSS FIELD ON DIM ROAD FOR 0.15 MILE TO
 MZ2414'STATION.
 MZ2414
 MZ2414                          STATION RECOVERY (1942)
 MZ2414
 MZ2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2414'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 MZ2414'STAMPING ON ALL MARKS.  THE DESCRIPTION IS ADEQUATE AND ALL
 MZ2414'MARKS WERE FOUND TO BE IN PLACE.  THE STATION MARK DISK IS BADLY
 MZ2414'BATTERED AND IS STAMPED VAN RENSSELAER 1934, 1938.
 MZ2414'
 MZ2414'REFERENCE MARK NO. 1 IS 16.350 METERS (53.64 FT.) E OF THE
 MZ2414'STATION.  THE DISK IS BADLY BATTERED AND THE STAMPING IS NOT
 MZ2414'NOTICEABLE.  THE MARK IS FLUSH WITH THE GROUND.
 MZ2414'
 MZ2414'REFERENCE MARK NO. 2 IS 17.869 METERS (58.63 FT.) S OF THE
 MZ2414'STATION.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED VAN
 MZ2414'RENSSELAER NO. 2 1934.
 MZ2414'
 MZ2414'THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILLED HOLE IN THE
 MZ2414'TOP OF THE CONCRETE HAND RAILING ON THE W END OF THE AUTO BRIDGE
 MZ2414'OVER THE HUDSON RIVER THAT IS JUST E OF ALBANY.  IT IS ON THE N
 MZ2414'HAND RAILING, 30 FEET NW OF THE THIRD LAMP POST FROM THE W END
 MZ2414'OF THE BRIDGE.  THE DISK IS STAMPED VAN RENSSELAER 1938.
 MZ2414
 MZ2414                          STATION RECOVERY (1943)
 MZ2414
 MZ2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 MZ2414'MARKS RECOVERED AS DESCRIBED IN FAIR CONDITION WITH ADDITIONS
 MZ2414'AND CORRECTIONS AS FOLLOWS--
 MZ2414'
 MZ2414'1.  STATION IS NOT IN OLD N.Y.S.S. GRANITE MONUMENT, BUT IN
 MZ2414'CONCRETE POST.
 MZ2414'
 MZ2414'2.  REFERENCE MARK 2 IS 15 FEET SW OF A ROAD AND PROJECTS 2 INCHES.
 MZ2414'
 MZ2414'3.  AZIMUTH MARK IS 63 PACES W OF THE W END OF THE DRAW AND IS
 MZ2414'STAMPED RENSSELAER 1938.
 MZ2414'
 MZ2414'4.  VAN DOES NOT APPEAR IN ANY OF THE STAMPINGS.
 MZ2414'
 MZ2414'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT RYSEDORPH 2
 MZ2414'(N.Y.S.S.) 1879.
 MZ2414'
 MZ2414'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT TELLER (N.Y.S.S.) 1879.
 MZ2414'
 MZ2414'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT GLEN.
 MZ2414'
 MZ2414'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT KEN.
 MZ2414'
 MZ2414'A 4-FOOT STAND WILL SEE AN 8-FOOT LIGHT AT EMPIRE ECC.
 MZ2414'
 MZ2414'A 20-FOOT STAND WILL SEE A 4-FOOT LIGHT AT NORTH.
 MZ2414
 MZ2414                          STATION RECOVERY (1969)
 MZ2414
 MZ2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2414'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION,
 MZ2414'EXCEPT THAT THEY HAVE BEEN BATTERED.  RM NO. 2 HAS BEEN DESTROYED
 MZ2414'BY A LARGE DIRT BANK BULLDOZED UP SEVERAL YEARS AGO.  A NEW RM,
 MZ2414'NO. 3, WAS ESTABLISHED.  AZIMUTH MARK WAS FOUND IN GOOD CONDITION,
 MZ2414'BUT IS UNUSABLE SINCE IT IS BLOCKED BY A NEW BRIDGE OVER THE
 MZ2414'HUDSON.  A COMPLETE DESCRIPTION FOLLOWS--
 MZ2414'
 MZ2414'STATION IS LOCATED ON THE WEST SLOPE OF AN OPEN, GRASSY HILL,
 MZ2414'AT ABOUT 285 FEET ELEVATION, ALONG THE NORTHEAST SIDE OF A
 MZ2414'LONG, HIGH, DIRT BANK, AND AT THE SOUTHWEST SIDE OF A SHALLOW
 MZ2414'DRAW.  IT IS ABOUT 275 FEET WEST OF A LARGE RESERVOIR.
 MZ2414'
 MZ2414'TO REACH STATION FROM THE POST OFFICE IN RENSSELAER, GO NORTH
 MZ2414'ON BROADWAY FOR 0.65 MILE.  TURN RIGHT, JUST ACROSS BRIDGE, AND
 MZ2414'GO 0.8 MILE TO FORK.  TAKE RIGHT FORK, MACADAM ROAD ALONG LEFT
 MZ2414'SIDE OF CEMETERY, AND GO 0.2 MILE TO CHAIN GATE ON LEFT.  PASS
 MZ2414'THROUGH GATE AND GO AROUND LEFT SIDE OF RESERVOIR FOR 0.1 MILE TO
 MZ2414'CENTER OF WEST SIDE.  TURN LEFT AND GO 0.05 MILE DOWN-SLOPE
 MZ2414'TO STATION.
 MZ2414'
 MZ2414'STATION MARK IS A STANDARD DISK STAMPED VAN RENSSELAER 1934
 MZ2414'1938, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 MZ2414'THAT PROJECTS 6 INCHES FROM GROUND.  IT IS 45 FEET NORTHEAST OF
 MZ2414'CENTER LINE OF DIRT BANK, 250 FEET WEST OF THE CONCRETE
 MZ2414'FOUNDATION OF OLD RESERVOIR VALVE SHANTY, AND 3 FEET SOUTH OF A
 MZ2414'METAL WITNESS POST.
 MZ2414'
 MZ2414'REFERENCE MARK NUMBER ONE IS A STANDARD DISK (STAMPING IS NOT
 MZ2414'LEGIBLE), SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 MZ2414'MONUMENT FLUSH WITH GROUND.  IT IS 8 FEET NORTH OF A FOOT TRAIL.
 MZ2414'
 MZ2414'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED VAN
 MZ2414'RENSSELAER 1856 NO 3 1969, SET IN THE TOP OF A 10-INCH-SQUARE,
 MZ2414'CONCRETE MONUMENT PROJECTING 8 INCHES FROM GROUND.  IT IS 5 FEET
 MZ2414'NORTHEAST OF BASE OF DIRT BANK AND 2 FEET HIGHER THAN STATION
 MZ2414'MARK.
 MZ2414'
 MZ2414'AZIMUTH MARK IS A STANDARD DISK STAMPED VAN RENSSELAER 1938,
 MZ2414'CEMENTED IN A DRILL HOLE IN CONCRETE BRIDGE RAILING ON NORTH
 MZ2414'SIDE OF HIGHWAY BRIDGE BETWEEN RENSSELAER AND ALBANY.  IT IS 63
 MZ2414'YARDS WEST OF STEEL SUPPORTS OF BRIDGE, ON CURVE OF BRIDGE,
 MZ2414'BETWEEN 3RD AND 4TH LAMP POSTS.
 MZ2414'
 MZ2414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2414'1 MILE NORTHEAST OF RENSSELAER.
 MZ2414
 MZ2414                          STATION RECOVERY (1979)
 MZ2414
 MZ2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JLO)
 MZ2414'THE STATION MARK WAS FOUND PUSHED OVER, THIS MONUMENT WAS REMOVED
 MZ2414'AND AN UNDERGROUND MARK WAS FOUND.  RM 1 WAS FOUND.  THE DISK WAS
 MZ2414'BATTERED BUT THE MONUMENT WAS SOLID.  RM 3 WAS FOUND BUT THE DISK
 MZ2414'WAS GONE.  A NEW STATION SURFACE MARK AND RM 4 (IN OLD RM 3 POST)
 MZ2414'WERE ESTABLISHED.
 MZ2414'
 MZ2414'TO REACH THE STATION FROM THE POST OFFICE IN RENSSELAER GO NORTH
 MZ2414'ON BROADWAY FOR 0.8 MILE TO A FORK, TAKE RIGHT FORK (ALONG WEST
 MZ2414'SIDE OF CEMETERY) AND GO 0.2 MILE TO A DIRT ROAD ON THE LEFT
 MZ2414'(SOUTH OF A LOW GREEN WATER TANK).  TURN LEFT AND GO DOWNHILL 0.2
 MZ2414'MILE TO THE STATION.
 MZ2414'
 MZ2414'THE STATION MARK IS A STANDARD DISK STAMPED VAN RENSSELAER 1856
 MZ2414'1975 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 16 INCHES
 MZ2414'SQUARE AND FLUSH WITH THE GROUND.  IT IS 39 FEET NORTH NORTHEAST
 MZ2414'OF A LONE CLUMP OF WILD CHERRY THAT SETS ALONG THE TOP OF A
 MZ2414'RETAINING BANK AT THE EDGE OF A GRAVEL PIT, 27 FEET SOUTHEAST OF
 MZ2414'A T JUNCTION OF TRACK ROADS AND 3 FEET SOUTH SOUTHWEST OF THE
 MZ2414'EDGE OF A TRACK ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MZ2414'MASS OF CONCRETE AND IS STAMPED ENSELAER 1934 1938
 MZ2414'
 MZ2414'REFERENCE MARK 1 IS A STANDARD DISK IN THE TOP OF A 10 INCH SQUARE
 MZ2414'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STAMPING ON THE DISK
 MZ2414'HAS BEEN MUTILATED BUT THE MONUMENT IS SOLID.  IT IS 150 FEET
 MZ2414'NORTHWEST OF THE MAIN TRACK ROAD AND 7 FEET NORTHEAST OF THE EDGE
 MZ2414'OF A TRACK ROAD AND ABOUT 2.5 FEET HIGHER THAN THE STATION MARK.
 MZ2414'
 MZ2414'REFERENCE MARK 4 IS A STANDARD DISK STAMPED VAN RENSSELAER 1856 NO
 MZ2414'4 1975 CEMENTED IN A DRILL HOLE IN THE TOP OF AN OLD CONCRETE
 MZ2414'MONUMENT (RM 3) 10 INCHES IN DIAMETER PROJECTING 2 INCHES.  IT IS
 MZ2414'27.5 FEET SOUTHEAST OF A LONE CLUMP OF WILD CHERRY TREES, 8 FEET
 MZ2414'EAST NORTHEAST OF THE BASE OF A RETAINING BANK AND ABOUT TWO FEET
 MZ2414'HIGHER THAN THE STATION.
 MZ2414'
 MZ2414'THE OLD AZIMUTH MARK IS GONE.  NO AZIMUTH MARK WAS SET AS THIS
 MZ2414'STATION IS INTERVISIBLE WITH SEVERAL INTERSECTION STATIONS.
 MZ2414'
 MZ2414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2414'1 MILE EAST OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0622 ***********************************************************************
 KV0622  DESIGNATION -  187 NYBE+A
 KV0622  PID         -  KV0622
 KV0622  STATE/COUNTY-  NY/KINGS
 KV0622  USGS QUAD   -  THE NARROWS (1981)
 KV0622
 KV0622                         *CURRENT SURVEY CONTROL
 KV0622  ___________________________________________________________________
 KV0622* NAD 83(1986)-  40 36 33.     (N)    074 01 59.     (W)     SCALED    
 KV0622* NAVD 88     -        11.588  (meters)      38.02   (feet)  ADJUSTED  
 KV0622  ___________________________________________________________________
 KV0622  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV0622  DYNAMIC HT  -          11.584 (meters)      38.01  (feet)  COMP
 KV0622  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 KV0622
 KV0622  VERT ORDER  -  FIRST     CLASS II
 KV0622
 KV0622.The horizontal coordinates were scaled from a topographic map and have
 KV0622.an estimated accuracy of +/- 6 seconds.
 KV0622
 KV0622.The orthometric height was determined by differential leveling
 KV0622.and adjusted by the National Geodetic Survey in June 1991..
 KV0622.WARNING-Repeat measurements at this control monument indicate possible
 KV0622.vertical movement.
 KV0622
 KV0622.The geoid height was determined by GEOID03.
 KV0622
 KV0622.The dynamic height is computed by dividing the NAVD 88
 KV0622.geopotential number by the normal gravity value computed on the
 KV0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0622.degrees latitude (g = 980.6199 gals.).
 KV0622
 KV0622.The modeled gravity was interpolated from observed gravity values.
 KV0622
 KV0622;                    North         East    Units  Estimated Accuracy
 KV0622;SPC NY L     -    49,140.      297,200.      MT  (+/- 180 meters Scaled)
 KV0622
 KV0622                          SUPERSEDED SURVEY CONTROL
 KV0622
 KV0622  NGVD 29 (??/??/??)   11.928  (m)           39.13   (f) ADJUSTED    1 2
 KV0622
 KV0622.Superseded values are not recommended for survey control.
 KV0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0622.See file dsdata.txt to determine how the superseded data were derived.
 KV0622
 KV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK818958(NAD 83)
 KV0622_MARKER: Z = SEE DESCRIPTION
 KV0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0622_SP_SET: RETAINING WALL
 KV0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0622
 KV0622  HISTORY     - Date     Condition        Report By
 KV0622  HISTORY     - 1934     MONUMENTED       NYBE+A
 KV0622  HISTORY     - 1952     GOOD             CGS
 KV0622  HISTORY     - 20060626 MARK NOT FOUND   GEOCAC
 KV0622
 KV0622                          STATION DESCRIPTION
 KV0622
 KV0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0622'AT NEW YORK.
 KV0622'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT FORT HAMILTON, IN EAST
 KV0622'QUARTER OF INTERSECTION OF HATCH AVENUE AND STERLING DRIVE WEST,
 KV0622'SET IN VERTICAL FACE AT WEST CORNER OF RETAINING WALL AT OLD FORT,
 KV0622'243 FEET NORTHWEST OF CENTER OF JUNCTION OF STERLING DRIVE WEST
 KV0622'AND A DRIVEWAY WEST TO GOVERNMENT WHARF, AND IS THE CENTER OF A
 KV0622'HORIZONTAL LINE IN BRASS PLUG ABOUT 3 FEET ABOVE GROUND.
 KV0622
 KV0622                          STATION RECOVERY (2006)
 KV0622
 KV0622'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0622'NOT RECOVERD, NOT FOUND.
 KV0622' 
 KV0622'THE OLD FORT WAS LOCATED AT FORT HAMILTON, AN ACTIVE U. S. ARMY BASE.
 KV0622'THE CONSTRUCTION OF THE VERRAZANO NARROWS BRIDGE IN THE 1960S
 KV0622'DESTROYED PART OF THE OLD FORT AND VARIOUS ROADS AROUND IT.  THERE IS
 KV0622'NO LONGER A ROAD LEADING TO THE STONE PIER - THIS ROUTE IS CUT OFF BY
 KV0622'THE SHORE PARKWAY (AKA THE BELT PARKWAY).  NONE OF THE WALLS OR PARTS
 KV0622'OF THE FORT COULD UNAMBIGUOUSLY BE IDENTIFIED.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0560 ***********************************************************************
 NA0560  DESIGNATION -  1872
 NA0560  PID         -  NA0560
 NA0560  STATE/COUNTY-  NY/DELAWARE
 NA0560  USGS QUAD   -  DAVENPORT (1981)
 NA0560
 NA0560                         *CURRENT SURVEY CONTROL
 NA0560  ___________________________________________________________________
 NA0560* NAD 83(1986)-  42 24 22.     (N)    074 47 43.     (W)     SCALED    
 NA0560* NAVD 88     -       570.566  (meters)    1871.93   (feet)  ADJUSTED  
 NA0560  ___________________________________________________________________
 NA0560  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 NA0560  DYNAMIC HT  -         570.361 (meters)    1871.26  (feet)  COMP
 NA0560  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 NA0560
 NA0560  VERT ORDER  -  SECOND    CLASS 0
 NA0560
 NA0560.The horizontal coordinates were scaled from a topographic map and have
 NA0560.an estimated accuracy of +/- 6 seconds.
 NA0560
 NA0560.The orthometric height was determined by differential leveling
 NA0560.and adjusted by the National Geodetic Survey in June 1991..
 NA0560
 NA0560.The geoid height was determined by GEOID03.
 NA0560
 NA0560.The dynamic height is computed by dividing the NAVD 88
 NA0560.geopotential number by the normal gravity value computed on the
 NA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0560.degrees latitude (g = 980.6199 gals.).
 NA0560
 NA0560.The modeled gravity was interpolated from observed gravity values.
 NA0560
 NA0560;                    North         East    Units  Estimated Accuracy
 NA0560;SPC NY E     -   396,750.      125,700.      MT  (+/- 180 meters Scaled)
 NA0560
 NA0560                          SUPERSEDED SURVEY CONTROL
 NA0560
 NA0560  NGVD 29 (??/??/92)  570.691  (m)         1872.34   (f) ADJ UNCH    2 0
 NA0560
 NA0560.Superseded values are not recommended for survey control.
 NA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0560.See file dsdata.txt to determine how the superseded data were derived.
 NA0560
 NA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM168948(NAD 83)
 NA0560_MARKER: DD = SURVEY DISK
 NA0560_SETTING: 66 = SET IN ROCK OUTCROP
 NA0560_SP_SET: ROCK LEDGE
 NA0560_STAMPING: 1872 ADJ 1903
 NA0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0560+STABILITY: POSITION/ELEVATION WELL
 NA0560
 NA0560  HISTORY     - Date     Condition        Report By
 NA0560  HISTORY     - 1903     MONUMENTED       USGS
 NA0560  HISTORY     - 1942     GOOD             NGS
 NA0560
 NA0560                          STATION DESCRIPTION
 NA0560
 NA0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0560'AT KORTRIGHT STATION.
 NA0560'AT KORTRIGHT STATION, DELAWARE COUNTY, 150 FEET NORTH OF THE NEW YORK
 NA0560'CENTRAL RAILROAD STATION, AT THE JUNCTION OF A DIRT ROAD LEADING TO
 NA0560'THE STATION, 80 FEET EAST OF THE CENTERLINE OF THE TRACK, 15 FEET
 NA0560'NORTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A 10- BY
 NA0560'15-FOOT SANDSTONE LEDGE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A
 NA0560'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1872 ADJ 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0220 ***********************************************************************
 PJ0220  DESIGNATION -  188 IWC
 PJ0220  PID         -  PJ0220
 PJ0220  STATE/COUNTY-  NY/JEFFERSON
 PJ0220  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0220
 PJ0220                         *CURRENT SURVEY CONTROL
 PJ0220  ___________________________________________________________________
 PJ0220* NAD 83(1996)-  44 18 27.97488(N)    076 04 37.71420(W)     ADJUSTED  
 PJ0220* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 PJ0220  ___________________________________________________________________
 PJ0220  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 PJ0220  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 PJ0220
 PJ0220  HORZ ORDER  -  THIRD
 PJ0220
 PJ0220.The horizontal coordinates were established by classical geodetic methods
 PJ0220.and adjusted by the National Geodetic Survey in January 1999..
 PJ0220
 PJ0220.The orthometric height was scaled from a topographic map.
 PJ0220
 PJ0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0220
 PJ0220.The geoid height was determined by GEOID03.
 PJ0220
 PJ0220;                    North         East     Units Scale Factor Converg.
 PJ0220;SPC NY C     -   478,586.080   290,386.643   MT  0.99995755   +0 21 12.9
 PJ0220;SPC NY C     - 1,570,161.16    952,710.18   sFT  0.99995755   +0 21 12.9
 PJ0220;UTM  18      - 4,906,621.310   414,088.566   MT  0.99969077   -0 45 08.8
 PJ0220
 PJ0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0220!SPC NY C     -   0.99999103  x   0.99995755  =   0.99994858
 PJ0220!UTM  18      -   0.99999103  x   0.99969077  =   0.99968180
 PJ0220
 PJ0220|---------------------------------------------------------------------|
 PJ0220| PID    Reference Object                     Distance      Geod. Az  |
 PJ0220|                                                           dddmmss.s |
 PJ0220| PJ0219 188 IWC ECC                          50.743 METERS 08737     |
 PJ0220| PJ0225 REF MON 76                          APPROX. 2.0 KM 2355208.9 |
 PJ0220| PJ0260 GANANOQUE CH OF ENGLAND SP          APPROX. 7.4 KM 2850443.4 |
 PJ0220| PJ0233 JACKSTRAW SHOAL LT IBC              APPROX. 3.9 KM 3001145.3 |
 PJ0220| PJ0221 GANANOQUE NARROWS CHAN LT IBC       APPROX. 1.9 KM 3505631.2 |
 PJ0220|---------------------------------------------------------------------|
 PJ0220
 PJ0220                          SUPERSEDED SURVEY CONTROL
 PJ0220
 PJ0220  NAD 83(1986)-  44 18 27.98012(N)    076 04 37.70705(W) AD(       ) 3
 PJ0220  NAD 27      -  44 18 27.83400(N)    076 04 38.90400(W) AD(       ) 3
 PJ0220
 PJ0220.Superseded values are not recommended for survey control.
 PJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0220.See file dsdata.txt to determine how the superseded data were derived.
 PJ0220
 PJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1408906621(NAD 83)
 PJ0220_MARKER: DD = SURVEY DISK
 PJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0220+STABILITY: SURFACE MOTION
 PJ0220
 PJ0220  HISTORY     - Date     Condition        Report By
 PJ0220  HISTORY     - 1911     MONUMENTED       IBWC
 PJ0220  HISTORY     - 1957     MARK NOT FOUND   IBC
 PJ0220
 PJ0220                          STATION DESCRIPTION
 PJ0220
 PJ0220'DESCRIBED BY INT BDRY WTR COMM 1911
 PJ0220'ON THE NORTHEASTERN END OF GRINDSTONE ISLAND IN THE ST LAWRENCE
 PJ0220'RIVER.  ON CANOE POINT STATE PARK.  ABOUT 1/4 MILE WEST OF THE CANOE
 PJ0220'POINT DOCK.  ON THE NORTHWESTERN SIDE OF THE HIGHEST PART OF THE
 PJ0220'POINT.  THE STATION IS ABOUT 50 FEET FROM THE EDGE OF AN OPEN, GRASSY
 PJ0220'KNOLL AND ABOUT 12 FEET SOUTHERLY FROM A GREY GRANITE BOULDER 3 FEET
 PJ0220'SQUARE AND PROJECTING 6 INCHES ABOVE THE GROUND.
 PJ0220'
 PJ0220'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0220'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER
 PJ0220'OF CONCRETE 6 INCHES IN DIAMETER AND 30 INCHES IN DEPTH.  THE
 PJ0220'SUBSURFACE MARK IS A BRONZE PLUG SET IN A BLOCK OF CONCRETE 30 INCHES
 PJ0220'UNDERGROUND.
 PJ0220
 PJ0220                          STATION RECOVERY (1957)
 PJ0220
 PJ0220'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0220'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0715 ***********************************************************************
 MZ0715  DESIGNATION -  188.01
 MZ0715  PID         -  MZ0715
 MZ0715  STATE/COUNTY-  NY/RENSSELAER
 MZ0715  USGS QUAD   -  KINDERHOOK (1980)
 MZ0715
 MZ0715                         *CURRENT SURVEY CONTROL
 MZ0715  ___________________________________________________________________
 MZ0715* NAD 83(1986)-  42 28 53.     (N)    073 41 38.     (W)     SCALED    
 MZ0715* NAVD 88     -        82.417  (meters)     270.40   (feet)  ADJUSTED  
 MZ0715  ___________________________________________________________________
 MZ0715  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ0715  DYNAMIC HT  -          82.391 (meters)     270.31  (feet)  COMP
 MZ0715  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 MZ0715
 MZ0715  VERT ORDER  -  FIRST     CLASS II
 MZ0715
 MZ0715.The horizontal coordinates were scaled from a topographic map and have
 MZ0715.an estimated accuracy of +/- 6 seconds.
 MZ0715
 MZ0715.The orthometric height was determined by differential leveling
 MZ0715.and adjusted by the National Geodetic Survey in June 1991..
 MZ0715
 MZ0715.The geoid height was determined by GEOID03.
 MZ0715
 MZ0715.The dynamic height is computed by dividing the NAVD 88
 MZ0715.geopotential number by the normal gravity value computed on the
 MZ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0715.degrees latitude (g = 980.6199 gals.).
 MZ0715
 MZ0715.The modeled gravity was interpolated from observed gravity values.
 MZ0715
 MZ0715;                    North         East    Units  Estimated Accuracy
 MZ0715;SPC NY E     -   405,380.      216,280.      MT  (+/- 180 meters Scaled)
 MZ0715
 MZ0715                          SUPERSEDED SURVEY CONTROL
 MZ0715
 MZ0715  NGVD 29 (??/??/92)   82.623  (m)          271.07   (f) ADJ UNCH    1 2
 MZ0715
 MZ0715.Superseded values are not recommended for survey control.
 MZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0715.See file dsdata.txt to determine how the superseded data were derived.
 MZ0715
 MZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN073040(NAD 83)
 MZ0715_MARKER: Q = CHISELED SQUARE
 MZ0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0715_SP_SET: MILEPOST
 MZ0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0715
 MZ0715  HISTORY     - Date     Condition        Report By
 MZ0715  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0715  HISTORY     - 1933     GOOD             NGS
 MZ0715
 MZ0715                          STATION DESCRIPTION
 MZ0715
 MZ0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0715'0.7 MI W FROM POST ROAD STA.
 MZ0715'ON B. AND A. R.R. 0.7 MILE WEST OF POST ROAD STA. 2.1 MILES EAST OF
 MZ0715'VAN HOESON STA. ON TOP OF GRANITE MILEPOST NO. B. 188. 12 FT. SOUTH OF
 MZ0715'THE CENTER LINE OF EAST BOUND TRACK 2 FT. ABOVE THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0716 ***********************************************************************
 MZ0716  DESIGNATION -  188.86
 MZ0716  PID         -  MZ0716
 MZ0716  STATE/COUNTY-  NY/RENSSELAER
 MZ0716  USGS QUAD   -  KINDERHOOK (1980)
 MZ0716
 MZ0716                         *CURRENT SURVEY CONTROL
 MZ0716  ___________________________________________________________________
 MZ0716* NAD 83(1986)-  42 29 36.     (N)    073 41 53.     (W)     SCALED    
 MZ0716* NAVD 88     -        78.849  (meters)     258.69   (feet)  ADJUSTED  
 MZ0716  ___________________________________________________________________
 MZ0716  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 MZ0716  DYNAMIC HT  -          78.824 (meters)     258.61  (feet)  COMP
 MZ0716  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 MZ0716
 MZ0716  VERT ORDER  -  FIRST     CLASS II
 MZ0716
 MZ0716.The horizontal coordinates were scaled from a topographic map and have
 MZ0716.an estimated accuracy of +/- 6 seconds.
 MZ0716
 MZ0716.The orthometric height was determined by differential leveling
 MZ0716.and adjusted by the National Geodetic Survey in June 1991..
 MZ0716
 MZ0716.The geoid height was determined by GEOID03.
 MZ0716
 MZ0716.The dynamic height is computed by dividing the NAVD 88
 MZ0716.geopotential number by the normal gravity value computed on the
 MZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0716.degrees latitude (g = 980.6199 gals.).
 MZ0716
 MZ0716.The modeled gravity was interpolated from observed gravity values.
 MZ0716
 MZ0716;                    North         East    Units  Estimated Accuracy
 MZ0716;SPC NY E     -   406,710.      215,920.      MT  (+/- 180 meters Scaled)
 MZ0716
 MZ0716                          SUPERSEDED SURVEY CONTROL
 MZ0716
 MZ0716  NGVD 29 (??/??/92)   79.057  (m)          259.37   (f) ADJ UNCH    1 2
 MZ0716
 MZ0716.Superseded values are not recommended for survey control.
 MZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0716.See file dsdata.txt to determine how the superseded data were derived.
 MZ0716
 MZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN069053(NAD 83)
 MZ0716_MARKER: Q = CHISELED SQUARE
 MZ0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0716_SP_SET: CONCRETE BASE
 MZ0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0716
 MZ0716  HISTORY     - Date     Condition        Report By
 MZ0716  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0716  HISTORY     - 1933     GOOD             NGS
 MZ0716
 MZ0716                          STATION DESCRIPTION
 MZ0716
 MZ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0716'1.3 MI E FROM VAN HOESEN.
 MZ0716'ON B AND A R. R. 500 FT. EAST OF HIGHWAY GRADE CROSSING 1.3 MILES EAST
 MZ0716'OF VAN HOESEN B. AND A. STATION. ON CONCRETE BASE OF SEMAPHORE NO.
 MZ0716'188.82 21 FT. SOUTH OF EAST BOUND TRACK 1 FT. BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1179 ***********************************************************************
 KU1179  DESIGNATION -  189
 KU1179  PID         -  KU1179
 KU1179  STATE/COUNTY-  NY/WESTCHESTER
 KU1179  USGS QUAD   -  MOUNT VERNON (1979)
 KU1179
 KU1179                         *CURRENT SURVEY CONTROL
 KU1179  ___________________________________________________________________
 KU1179* NAD 83(1986)-  40 59 19.     (N)    073 48 29.     (W)     SCALED    
 KU1179* NAVD 88     -        43.358  (meters)     142.25   (feet)  POSTED    
 KU1179  ___________________________________________________________________
 KU1179  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KU1179  DYNAMIC HT  -          43.340 (meters)     142.19  (feet)  COMP
 KU1179  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 KU1179
 KU1179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1179
 KU1179.The horizontal coordinates were scaled from a topographic map and have
 KU1179.an estimated accuracy of +/- 6 seconds.
 KU1179
 KU1179.The orthometric height was determined by differential leveling
 KU1179.and adjusted by the National Geodetic Survey in 1992..
 KU1179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1179.rate of 1.1 thru 2.0 mm/km.
 KU1179
 KU1179.The geoid height was determined by GEOID03.
 KU1179
 KU1179.The dynamic height is computed by dividing the NAVD 88
 KU1179.geopotential number by the normal gravity value computed on the
 KU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1179.degrees latitude (g = 980.6199 gals.).
 KU1179
 KU1179.The modeled gravity was interpolated from observed gravity values.
 KU1179
 KU1179;                    North         East    Units  Estimated Accuracy
 KU1179;SPC NY E     -   239,510.      208,220.      MT  (+/- 180 meters Scaled)
 KU1179
 KU1179                          SUPERSEDED SURVEY CONTROL
 KU1179
 KU1179  NGVD 29 (??/??/92)   43.670  (m)          143.27   (f) ADJ UNCH    2 0
 KU1179
 KU1179.Superseded values are not recommended for survey control.
 KU1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1179.See file dsdata.txt to determine how the superseded data were derived.
 KU1179
 KU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL002381(NAD 83)
 KU1179_MARKER: B = BOLT
 KU1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1179_SP_SET: BRIDGE
 KU1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1179
 KU1179  HISTORY     - Date     Condition        Report By
 KU1179  HISTORY     - UNK      MONUMENTED       NYCRR
 KU1179  HISTORY     - 1935     GOOD             NGS
 KU1179
 KU1179                          STATION DESCRIPTION
 KU1179
 KU1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1179'AT SCARSDALE.
 KU1179'AT SCARSDALE, WESTCHESTER COUNTY, ABOUT 370 FEET SOUTH OF THE
 KU1179'NEW YORK CENTRAL RAILROAD STATION, AT HIGHWAY BRIDGE H 53 B,
 KU1179'IN THE TOP OF THE BASE OF THE SOUTHWEST WING WALL, 9 FEET WEST
 KU1179'OF THE CENTER LINE OF THE WEST TRACK, AND ABOUT 3 FEET HIGHER
 KU1179'THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0251 ***********************************************************************
 PJ0251  DESIGNATION -  189 SUB IBC
 PJ0251  PID         -  PJ0251
 PJ0251  STATE/COUNTY-  NY/JEFFERSON
 PJ0251  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0251
 PJ0251                         *CURRENT SURVEY CONTROL
 PJ0251  ___________________________________________________________________
 PJ0251* NAD 83(1996)-  44 19 43.02168(N)    076 06 13.35500(W)     ADJUSTED  
 PJ0251* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0251  ___________________________________________________________________
 PJ0251  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 PJ0251  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 PJ0251
 PJ0251  HORZ ORDER  -  THIRD
 PJ0251
 PJ0251.The horizontal coordinates were established by classical geodetic methods
 PJ0251.and adjusted by the National Geodetic Survey in January 1999..
 PJ0251
 PJ0251.The orthometric height was scaled from a topographic map.
 PJ0251
 PJ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0251
 PJ0251.The geoid height was determined by GEOID03.
 PJ0251
 PJ0251;                    North         East     Units Scale Factor Converg.
 PJ0251;SPC NY C     -   480,889.612   288,253.444   MT  0.99995549   +0 20 06.5
 PJ0251;SPC NY C     - 1,577,718.67    945,711.51   sFT  0.99995549   +0 20 06.5
 PJ0251;UTM  18      - 4,908,964.979   412,000.787   MT  0.99969523   -0 46 16.6
 PJ0251
 PJ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0251!SPC NY C     -   0.99999338  x   0.99995549  =   0.99994887
 PJ0251!UTM  18      -   0.99999338  x   0.99969523  =   0.99968861
 PJ0251
 PJ0251:                Primary Azimuth Mark                     Grid Az
 PJ0251:SPC NY C     -  GRAND IWC                                102 54 01.9
 PJ0251:UTM  18      -  GRAND IWC                                104 00 25.0
 PJ0251
 PJ0251|---------------------------------------------------------------------|
 PJ0251| PID    Reference Object                     Distance      Geod. Az  |
 PJ0251|                                                           dddmmss.s |
 PJ0251| PJ0249 GRAND IWC                           APPROX. 3.8 KM 1031408.4 |
 PJ0251|---------------------------------------------------------------------|
 PJ0251
 PJ0251                          SUPERSEDED SURVEY CONTROL
 PJ0251
 PJ0251  NAD 83(1986)-  44 19 43.02560(N)    076 06 13.34719(W) AD(       ) 3
 PJ0251  NAD 27      -  44 19 42.89300(N)    076 06 14.54200(W) AD(       ) 3
 PJ0251
 PJ0251.Superseded values are not recommended for survey control.
 PJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0251.See file dsdata.txt to determine how the superseded data were derived.
 PJ0251
 PJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1200108965(NAD 83)
 PJ0251_MARKER: DD = SURVEY DISK
 PJ0251_SETTING: 80 = SET IN A BOULDER
 PJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0251+STABILITY: SURFACE MOTION
 PJ0251
 PJ0251  HISTORY     - Date     Condition        Report By
 PJ0251  HISTORY     - 1940     MONUMENTED       IBC
 PJ0251  HISTORY     - 1957     GOOD             IBC
 PJ0251
 PJ0251                          STATION DESCRIPTION
 PJ0251
 PJ0251'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0251'ABOUT 3 MILES EAST OF GANANOQUE, ONTARIO.  ON GORDON ISLAND IN THE
 PJ0251'ST LAWRENCE RIVER.  THE STATION IS ON THE MORE EASTERLY OF THE TWO
 PJ0251'POINTS ON THE SOUTH END OF THE ISLAND.  IT IS ABOUT 600 FEET SOUTHWEST
 PJ0251'OF THE DOCK N THE ISLAND, 20 FEET FROM THE WATERS EDGE, AND ABOUT 15
 PJ0251'FEET ABOVE THE WATER IN THE RIVER.  IT IS 2 FEET NORTHEAST OF A PATH
 PJ0251'ALONG THE SHORE LINE.
 PJ0251'
 PJ0251'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0251'DISK STATION MARK SET IN FLAT LIMESTONE.  THERE ARE TWO REFERENCE
 PJ0251'MARKS.  REFERENCE MARK 1 IS A 3/4 - INCH DRILL HOLE IN THE CENTER OF A
 PJ0251'CROSS CUT IN A ROUNDING GREY GRANITE BOULDER 2 - BY 3 FEET IN AREA AND
 PJ0251'1 FOOT HIGH, 15.66 FEET NORTHEAST OF THE STATION.  REFERENCE MARK 2 IS
 PJ0251'A 3/4 - INCH DRILL HOLE CUT IN A LIMESTONE 2-1/2 - BY 2-1/2 FEET IN
 PJ0251'AREA AND 3 INCHES HIGH 9.8O FEET SOUTHWEST OF THE STATION.  THE
 PJ0251'STATION IS ON LINE BETWEEN THE TWO REFERENCE MARKS.
 PJ0251
 PJ0251                          STATION RECOVERY (1957)
 PJ0251
 PJ0251'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0251'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5129 ***********************************************************************
 KU5129  CBN         -  This is a Cooperative Base Network Control Station.
 KU5129  DESIGNATION -  18E 04N
 KU5129  PID         -  KU5129
 KU5129  STATE/COUNTY-  NY/NASSAU
 KU5129  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5129
 KU5129                         *CURRENT SURVEY CONTROL
 KU5129  ___________________________________________________________________
 KU5129* NAD 83(1996)-  40 36 25.45112(N)    073 26 34.63298(W)     ADJUSTED  
 KU5129* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 KU5129  ___________________________________________________________________
 KU5129  X           -   1,381,842.813 (meters)                     COMP
 KU5129  Y           -  -4,648,024.155 (meters)                     COMP
 KU5129  Z           -   4,129,375.823 (meters)                     COMP
 KU5129  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KU5129  ELLIP HEIGHT-         -27.29  (meters)          (09/18/02) GPS OBS
 KU5129  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU5129
 KU5129  HORZ ORDER  -  A
 KU5129  ELLP ORDER  -  FOURTH    CLASS II
 KU5129
 KU5129.The horizontal coordinates were established by GPS observations
 KU5129.and adjusted by the National Geodetic Survey in September 2002..
 KU5129
 KU5129.The orthometric height was determined by GPS observations and a
 KU5129.high-resolution geoid model.
 KU5129
 KU5129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5129
 KU5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5129
 KU5129.The ellipsoidal height was determined by GPS observations
 KU5129.and is referenced to NAD 83.
 KU5129
 KU5129.The geoid height was determined by GEOID03.
 KU5129
 KU5129;                    North         East     Units Scale Factor Converg.
 KU5129;SPC NY L     -    49,054.632   347,144.286   MT  1.00000385   +0 21 51.7
 KU5129;SPC NY L     -   160,940.07  1,138,922.54   sFT  1.00000385   +0 21 51.7
 KU5129;UTM  18      - 4,496,304.699   631,727.070   MT  0.99981359   +1 00 48.9
 KU5129
 KU5129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5129!SPC NY L     -   1.00000428  x   1.00000385  =   1.00000813
 KU5129!UTM  18      -   1.00000428  x   0.99981359  =   0.99981787
 KU5129
 KU5129|---------------------------------------------------------------------|
 KU5129| PID    Reference Object                     Distance      Geod. Az  |
 KU5129|                                                           dddmmss.s |
 KU5129| KU2490 JONES 3                             206.924 METERS 08254     |
 KU5129| KU0687 JONES 2 RM 2                        193.982 METERS 08414     |
 KU5129|---------------------------------------------------------------------|
 KU5129
 KU5129                          SUPERSEDED SURVEY CONTROL
 KU5129
 KU5129  NAD 83(1996)-  40 36 25.45154(N)    073 26 34.63338(W) AD(       ) 1
 KU5129  ELLIP H (01/11/99)  -27.30   (m)                       GP(       ) 4 1
 KU5129  NAD 83(1986)-  40 36 25.45481(N)    073 26 34.63158(W) AD(       ) 1
 KU5129  NGVD 29 (03/24/92)    4.5    (m)           15.     (f) GPS OBS        
 KU5129
 KU5129.Superseded values are not recommended for survey control.
 KU5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5129.See file dsdata.txt to determine how the superseded data were derived.
 KU5129
 KU5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK3172796305(NAD 83)
 KU5129_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5129_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5129_STAMPING: 18E04N
 KU5129_MARK LOGO: NYDPW 
 KU5129_PROJECTION: RECESSED 8 CENTIMETERS
 KU5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5129+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 KU5129_ROD/PIPE-DEPTH: 20.6 meters
 KU5129_SLEEVE-DEPTH  : 1.52 meters
 KU5129
 KU5129  HISTORY     - Date     Condition        Report By
 KU5129  HISTORY     - 1989     MONUMENTED       SBAS
 KU5129  HISTORY     - 20010811 GOOD             NGS
 KU5129
 KU5129                          STATION DESCRIPTION
 KU5129
 KU5129'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5129'THE POINT IS LOCATED IN JONES BEACH, TOWN OF OYSTER BAY, ON THE
 KU5129'CENTERLINE OF THE MEDIAN OF OCEAN PARKWAY AND 3.5 MILES (5.6 KM) EAST
 KU5129'OF THE WANTAGH STATE PARKWAY,IN THE GRASS.
 KU5129'THE LOCATION TIES ARE 86.9 FEET (26.5 M) FROM THE FIRST POST OF THE
 KU5129'GUIDE RAIL ON THE SOUTH SIDE, 105.8 FEET (32.2 M) FROM THE FIRST POST
 KU5129'OF THE GUIDE RAIL ON THE NORTH SIDE AND 101.7 FEET (31.0 M) FROM THE
 KU5129'WOOD LIGHT POLE NUMBER 280.
 KU5129
 KU5129                          STATION RECOVERY (2001)
 KU5129
 KU5129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 KU5129'IN JONES BEACH STATE PARK, IN THE MEDIAN OF THE OCEAN PARKWAY,
 KU5129'NEAR TOBAY BEACH.  OWNERSHIP,  NEW YORK STATE DEPARTMENT OF
 KU5129'TRANSPORTION.  TO REACH,  GO 5.75 KM EAST ALONG OCEAN PARKWAY
 KU5129'FROM THE WATER TOWER ON JONES ISLAND,  1.0 KM WEST OF THE TOBAY
 KU5129'BEACH ENTRANCE.  44.6 M WEST OF THE SOUTHWEST CORNER OF A STORM
 KU5129'DRAIN  IN THE CENTER OF A BOX CULVERT UNDER THE HIGHWAYS.  24.2 M
 KU5129'EAST OF AN EXTENDED LINE ACROSS THE SOUTH BOUND LANES FROM A
 KU5129'LIGHT POLE,  5.6 M SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANES,
 KU5129'1.8 M NORTH OF THE NORTH CURB OF THE EAST BOUND LANES, 1.8 M SOUTH
 KU5129'OF A WITNESS POST, 0.3 M ABOVE THE LEVEL OF THE HIGHWAY.
 KU5129'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-LOGO CAP.
 KU5129' 
 KU5129'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5130 ***********************************************************************
 KU5130  DESIGNATION -  18E 07N
 KU5130  PID         -  KU5130
 KU5130  STATE/COUNTY-  NY/NASSAU
 KU5130  USGS QUAD   -  AMITYVILLE (1979)
 KU5130
 KU5130                         *CURRENT SURVEY CONTROL
 KU5130  ___________________________________________________________________
 KU5130* NAD 83(1996)-  40 39 11.02051(N)    073 26 24.37516(W)     ADJUSTED  
 KU5130* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 KU5130  ___________________________________________________________________
 KU5130  X           -   1,381,125.399 (meters)                     COMP
 KU5130  Y           -  -4,644,765.376 (meters)                     COMP
 KU5130  Z           -   4,133,249.727 (meters)                     COMP
 KU5130  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 KU5130  ELLIP HEIGHT-         -30.50  (meters)          (12/03/02) GPS OBS
 KU5130  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU5130
 KU5130  HORZ ORDER  -  FIRST
 KU5130  ELLP ORDER  -  FOURTH    CLASS II
 KU5130
 KU5130.The horizontal coordinates were established by GPS observations
 KU5130.and adjusted by the National Geodetic Survey in January 1999..
 KU5130
 KU5130.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5130
 KU5130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5130
 KU5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5130
 KU5130.The ellipsoidal height was determined by GPS observations
 KU5130.and is referenced to NAD 83.
 KU5130
 KU5130.The geoid height was determined by GEOID03.
 KU5130
 KU5130;                    North         East     Units Scale Factor Converg.
 KU5130;SPC NY L     -    54,163.283   347,352.791   MT  1.00000078   +0 21 58.4
 KU5130;SPC NY L     -   177,700.70  1,139,606.62   sFT  1.00000078   +0 21 58.4
 KU5130;UTM  18      - 4,501,414.423   631,877.606   MT  0.99981407   +1 00 59.0
 KU5130
 KU5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5130!SPC NY L     -   1.00000478  x   1.00000078  =   1.00000556
 KU5130!UTM  18      -   1.00000478  x   0.99981407  =   0.99981885
 KU5130
 KU5130|---------------------------------------------------------------------|
 KU5130| PID    Reference Object                     Distance      Geod. Az  |
 KU5130|                                                           dddmmss.s |
 KU5130| KU5137 18E 07N AZ                          169.284 METERS 13313     |
 KU5130|---------------------------------------------------------------------|
 KU5130
 KU5130                          SUPERSEDED SURVEY CONTROL
 KU5130
 KU5130  ELLIP H (01/11/99)  -30.50   (m)                       GP(       ) 4 1
 KU5130  NAD 83(1996)-  40 39 11.02370(N)    073 26 24.37385(W) AD(       ) 1
 KU5130  NAD 83(1992)-  40 39 11.02361(N)    073 26 24.37368(W) AD(       ) 1
 KU5130  NAD 83(1986)-  40 39 11.02398(N)    073 26 24.37409(W) AD(       ) 1
 KU5130  NGVD 29 (03/24/92)    1.2    (m)            4.     (f) GPS OBS        
 KU5130
 KU5130.Superseded values are not recommended for survey control.
 KU5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5130.See file dsdata.txt to determine how the superseded data were derived.
 KU5130
 KU5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3187801414(NAD 83)
 KU5130_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5130_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5130_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5130_STAMPING: 18E07N
 KU5130_MARK LOGO: NYDPW 
 KU5130_PROJECTION: RECESSED 8 CENTIMETERS
 KU5130_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5130+STABILITY: POSITION/ELEVATION WELL
 KU5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5130+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5130_ROD/PIPE-DEPTH: 20.6 meters
 KU5130_SLEEVE-DEPTH  : 1.52 meters
 KU5130
 KU5130  HISTORY     - Date     Condition        Report By
 KU5130  HISTORY     - 1989     MONUMENTED       SBAS
 KU5130  HISTORY     - 19910506 GOOD
 KU5130  HISTORY     - 20051128 MARK NOT FOUND   USPSQD
 KU5130
 KU5130                          STATION DESCRIPTION
 KU5130
 KU5130'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5130'THE POINT IS LOCATED IN NASSAU SHORES, TOWN OF OYSTER BAY, 24 FEET
 KU5130'(7.3 M) NORTH OF THE CENTERLINE OF FAIRWATER AVENUE AND 81 FEET
 KU5130'(24.7 M) WEST OF THE CENTERLINE OF GREATWATER AVENUE, IN THE
 KU5130'SIDEWALK.
 KU5130'THE LOCATION TIES ARE 54.6 FEET (16.6 M) FROM THE SOUTH EAST CORNER OF
 KU5130'THE FRAME HOUSE NUMBER 77 GREATWATER AVENUE, 11.1 FEET (3.4 M) FROM
 KU5130'THE NORTH EAST CORNER OF THE CATCH BASIN AND 6.1 FEET (1.9 M) FROM
 KU5130'THE FACE OF THE CURB.
 KU5130
 KU5130                          STATION RECOVERY (1991)
 KU5130
 KU5130'RECOVERED 1991
 KU5130'RECOVERED IN GOOD CONDITION.
 KU5130
 KU5130                          STATION RECOVERY (2005)
 KU5130
 KU5130'RECOVERY NOTE BY US POWER SQUADRON 2005 (BD)
 KU5130'STREET HAS HAD ROAD CONSTRUCTION AND NOW HAS AN OVERPLANTED TRIANGLE.
 KU5130'HOUSE USED FOR MEASURMENT HAS BEEN EXTENDED AND REDESIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5137 ***********************************************************************
 KU5137  DESIGNATION -  18E 07N AZ
 KU5137  PID         -  KU5137
 KU5137  STATE/COUNTY-  NY/NASSAU
 KU5137  USGS QUAD   -  AMITYVILLE (1979)
 KU5137
 KU5137                         *CURRENT SURVEY CONTROL
 KU5137  ___________________________________________________________________
 KU5137* NAD 83(1996)-  40 39 07.26223(N)    073 26 19.12430(W)     ADJUSTED  
 KU5137* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 KU5137  ___________________________________________________________________
 KU5137  X           -   1,381,265.161 (meters)                     COMP
 KU5137  Y           -  -4,644,802.585 (meters)                     COMP
 KU5137  Z           -   4,133,161.755 (meters)                     COMP
 KU5137  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 KU5137  ELLIP HEIGHT-         -30.53  (meters)          (12/03/02) GPS OBS
 KU5137  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU5137
 KU5137  HORZ ORDER  -  FIRST
 KU5137  ELLP ORDER  -  FOURTH    CLASS II
 KU5137
 KU5137.The horizontal coordinates were established by GPS observations
 KU5137.and adjusted by the National Geodetic Survey in January 1999..
 KU5137
 KU5137.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5137
 KU5137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5137
 KU5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5137
 KU5137.The ellipsoidal height was determined by GPS observations
 KU5137.and is referenced to NAD 83.
 KU5137
 KU5137.The geoid height was determined by GEOID03.
 KU5137
 KU5137;                    North         East     Units Scale Factor Converg.
 KU5137;SPC NY L     -    54,048.146   347,476.890   MT  1.00000085   +0 22 01.8
 KU5137;SPC NY L     -   177,322.96  1,140,013.76   sFT  1.00000085   +0 22 01.8
 KU5137;UTM  18      - 4,501,300.722   632,002.980   MT  0.99981448   +1 01 02.3
 KU5137
 KU5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5137!SPC NY L     -   1.00000479  x   1.00000085  =   1.00000564
 KU5137!UTM  18      -   1.00000479  x   0.99981448  =   0.99981927
 KU5137
 KU5137|---------------------------------------------------------------------|
 KU5137| PID    Reference Object                     Distance      Geod. Az  |
 KU5137|                                                           dddmmss.s |
 KU5137| KU5130 18E 07N                             169.284 METERS 31313     |
 KU5137|---------------------------------------------------------------------|
 KU5137
 KU5137                          SUPERSEDED SURVEY CONTROL
 KU5137
 KU5137  ELLIP H (01/11/99)  -30.53   (m)                       GP(       ) 4 1
 KU5137  NAD 83(1996)-  40 39 07.26544(N)    073 26 19.12296(W) AD(       ) 1
 KU5137  NAD 83(1992)-  40 39 07.26535(N)    073 26 19.12279(W) AD(       ) 1
 KU5137  NAD 83(1986)-  40 39 07.26579(N)    073 26 19.12318(W) AD(       ) 1
 KU5137  NGVD 29 (03/24/92)    1.2    (m)            4.     (f) GPS OBS        
 KU5137
 KU5137.Superseded values are not recommended for survey control.
 KU5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5137.See file dsdata.txt to determine how the superseded data were derived.
 KU5137
 KU5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3200301301(NAD 83)
 KU5137_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5137_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5137_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5137_STAMPING: 18E07NAZ
 KU5137_MARK LOGO: NYDPW 
 KU5137_PROJECTION: RECESSED 8 CENTIMETERS
 KU5137_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5137+STABILITY: POSITION/ELEVATION WELL
 KU5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5137+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 KU5137_ROD/PIPE-DEPTH: 20.6 meters
 KU5137_SLEEVE-DEPTH  : 1.52 meters
 KU5137
 KU5137  HISTORY     - Date     Condition        Report By
 KU5137  HISTORY     - 1989     MONUMENTED       SBAS
 KU5137  HISTORY     - 19910506 GOOD
 KU5137  HISTORY     - 20051128 GOOD             USPSQD
 KU5137
 KU5137                          STATION DESCRIPTION
 KU5137
 KU5137'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5137'THE POINT IS LOCATED IN NASSAU SHORES, TOWN OF OYSTER BAY, 22 FEET
 KU5137'(6.7 M) SOUTH OF THE CENTERLINE OF FAIRWATER AVENUE AND 40 FEET
 KU5137'(12.2 M) WEST OF THE CENTERLINE OF HIGHWATER AVENUE, IN THE SIDEWALK.
 KU5137'THE LOCATION TIES ARE 42.4 FEET (12.9 M) FROM THE NORTH EAST CORNER OF
 KU5137'THE GARAGE OF HOUSE NUMBER 101, 24.2 FEET (7.4 M) FROM THE SOUTH WEST
 KU5137'CORNER OF THE CATCH BASIN LOCATED ON THE SOUTH SIDE OF THE STREET AND
 KU5137'34.8 FEET (10.6 M) FROM THE NORTH WEST CORNER OF THE CATCH BASIN
 KU5137'LOCATED ON THE NORTH SIDE OF THE STREET.
 KU5137
 KU5137                          STATION RECOVERY (1991)
 KU5137
 KU5137'RECOVERED 1991
 KU5137'RECOVERED IN GOOD CONDITION.
 KU5137
 KU5137                          STATION RECOVERY (2005)
 KU5137
 KU5137'RECOVERY NOTE BY US POWER SQUADRON 2005 (BD)
 KU5137'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5131 ***********************************************************************
 KU5131  DESIGNATION -  18E 08N
 KU5131  PID         -  KU5131
 KU5131  STATE/COUNTY-  NY/NASSAU
 KU5131  USGS QUAD   -  AMITYVILLE (1979)
 KU5131
 KU5131                         *CURRENT SURVEY CONTROL
 KU5131  ___________________________________________________________________
 KU5131* NAD 83(1996)-  40 40 15.27998(N)    073 26 31.86985(W)     ADJUSTED  
 KU5131* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 KU5131  ___________________________________________________________________
 KU5131  X           -   1,380,589.061 (meters)                     COMP
 KU5131  Y           -  -4,643,579.251 (meters)                     COMP
 KU5131  Z           -   4,134,754.866 (meters)                     COMP
 KU5131  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 KU5131  ELLIP HEIGHT-         -28.15  (meters)          (12/03/02) GPS OBS
 KU5131  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU5131
 KU5131  HORZ ORDER  -  FIRST
 KU5131  ELLP ORDER  -  FOURTH    CLASS II
 KU5131
 KU5131.The horizontal coordinates were established by GPS observations
 KU5131.and adjusted by the National Geodetic Survey in January 1999..
 KU5131
 KU5131.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5131
 KU5131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5131
 KU5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5131
 KU5131.The ellipsoidal height was determined by GPS observations
 KU5131.and is referenced to NAD 83.
 KU5131
 KU5131.The geoid height was determined by GEOID03.
 KU5131
 KU5131;                    North         East     Units Scale Factor Converg.
 KU5131;SPC NY L     -    56,144.300   347,164.099   MT  0.99999977   +0 21 53.5
 KU5131;SPC NY L     -   184,200.09  1,138,987.55   sFT  0.99999977   +0 21 53.5
 KU5131;UTM  18      - 4,503,392.801   631,666.481   MT  0.99981339   +1 00 55.4
 KU5131
 KU5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5131!SPC NY L     -   1.00000442  x   0.99999977  =   1.00000419
 KU5131!UTM  18      -   1.00000442  x   0.99981339  =   0.99981780
 KU5131
 KU5131:                Primary Azimuth Mark                     Grid Az
 KU5131:SPC NY L     -  18E 09N AZ                               001 02 22.1
 KU5131:UTM  18      -  18E 09N AZ                               000 23 20.2
 KU5131
 KU5131|---------------------------------------------------------------------|
 KU5131| PID    Reference Object                     Distance      Geod. Az  |
 KU5131|                                                           dddmmss.s |
 KU5131| KU5139 18E 09N AZ                          APPROX. 1.1 KM 0012415.6 |
 KU5131| KU5138 18E 08N AZ                          309.522 METERS 19052     |
 KU5131|---------------------------------------------------------------------|
 KU5131
 KU5131                          SUPERSEDED SURVEY CONTROL
 KU5131
 KU5131  ELLIP H (01/11/99)  -28.15   (m)                       GP(       ) 4 1
 KU5131  NAD 83(1996)-  40 40 15.28321(N)    073 26 31.86844(W) AD(       ) 1
 KU5131  NAD 83(1992)-  40 40 15.28313(N)    073 26 31.86830(W) AD(       ) 1
 KU5131  NAD 83(1986)-  40 40 15.28357(N)    073 26 31.86873(W) AD(       ) 1
 KU5131  NGVD 29 (03/24/92)    3.5    (m)           11.     (f) GPS OBS        
 KU5131
 KU5131.Superseded values are not recommended for survey control.
 KU5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5131.See file dsdata.txt to determine how the superseded data were derived.
 KU5131
 KU5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3166603393(NAD 83)
 KU5131_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5131_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5131_STAMPING: 18E08N
 KU5131_MARK LOGO: NYDPW 
 KU5131_PROJECTION: RECESSED 8 CENTIMETERS
 KU5131_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5131+STABILITY: POSITION/ELEVATION WELL
 KU5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5131+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5131_ROD/PIPE-DEPTH: 20.6 meters
 KU5131_SLEEVE-DEPTH  : 1.52 meters
 KU5131
 KU5131  HISTORY     - Date     Condition        Report By
 KU5131  HISTORY     - 1989     MONUMENTED       SBAS
 KU5131
 KU5131                          STATION DESCRIPTION
 KU5131
 KU5131'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5131'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, IN MARJORIE
 KU5131'POST PARK, 160 FEET (48.8 M) EAST OF THE END OF LEE PLACE.
 KU5131'THE LOCATION TIES ARE 117.2 FEET (35.7 M) FROM THE SOUTH WEST CORNER
 KU5131'OF THE CHAIN LINK FENCE AT THE TENNIS COURT, 158.1 FEET (48.2 M) FROM
 KU5131'THE CORNER OF THE CHAIN LINK FENCE ON THE SOUTH SIDE OF LEE PLACE AND
 KU5131'139.9 FEET (42.6 M) FROM THE LIGHT POLE IN THE SOUTHERLY ISLAND OF
 KU5131'THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5138 ***********************************************************************
 KU5138  DESIGNATION -  18E 08N AZ
 KU5138  PID         -  KU5138
 KU5138  STATE/COUNTY-  NY/NASSAU
 KU5138  USGS QUAD   -  AMITYVILLE (1979)
 KU5138
 KU5138                         *CURRENT SURVEY CONTROL
 KU5138  ___________________________________________________________________
 KU5138* NAD 83(1996)-  40 40 05.42576(N)    073 26 34.35501(W)     ADJUSTED  
 KU5138* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KU5138  ___________________________________________________________________
 KU5138  X           -   1,380,589.253 (meters)                     COMP
 KU5138  Y           -  -4,643,784.718 (meters)                     COMP
 KU5138  Z           -   4,134,523.375 (meters)                     COMP
 KU5138  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 KU5138  ELLIP HEIGHT-         -29.59  (meters)          (12/03/02) GPS OBS
 KU5138  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU5138
 KU5138  HORZ ORDER  -  FIRST
 KU5138  ELLP ORDER  -  FOURTH    CLASS II
 KU5138
 KU5138.The horizontal coordinates were established by GPS observations
 KU5138.and adjusted by the National Geodetic Survey in January 1999..
 KU5138
 KU5138.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5138
 KU5138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5138
 KU5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5138
 KU5138.The ellipsoidal height was determined by GPS observations
 KU5138.and is referenced to NAD 83.
 KU5138
 KU5138.The geoid height was determined by GEOID03.
 KU5138
 KU5138;                    North         East     Units Scale Factor Converg.
 KU5138;SPC NY L     -    55,839.966   347,107.666   MT  0.99999992   +0 21 51.9
 KU5138;SPC NY L     -   183,201.62  1,138,802.40   sFT  0.99999992   +0 21 51.9
 KU5138;UTM  18      - 4,503,087.903   631,613.515   MT  0.99981321   +1 00 53.6
 KU5138
 KU5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5138!SPC NY L     -   1.00000464  x   0.99999992  =   1.00000456
 KU5138!UTM  18      -   1.00000464  x   0.99981321  =   0.99981785
 KU5138
 KU5138|---------------------------------------------------------------------|
 KU5138| PID    Reference Object                     Distance      Geod. Az  |
 KU5138|                                                           dddmmss.s |
 KU5138| KU5131 18E 08N                             309.522 METERS 01052     |
 KU5138|---------------------------------------------------------------------|
 KU5138
 KU5138                          SUPERSEDED SURVEY CONTROL
 KU5138
 KU5138  ELLIP H (01/11/99)  -29.59   (m)                       GP(       ) 4 1
 KU5138  NAD 83(1996)-  40 40 05.42898(N)    073 26 34.35366(W) AD(       ) 1
 KU5138  NAD 83(1992)-  40 40 05.42888(N)    073 26 34.35344(W) AD(       ) 1
 KU5138  NAD 83(1986)-  40 40 05.42935(N)    073 26 34.35404(W) AD(       ) 1
 KU5138  NGVD 29 (03/24/92)    2.1    (m)            7.     (f) GPS OBS        
 KU5138
 KU5138.Superseded values are not recommended for survey control.
 KU5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5138.See file dsdata.txt to determine how the superseded data were derived.
 KU5138
 KU5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3161403088(NAD 83)
 KU5138_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5138_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5138_STAMPING: 18E08NAZ
 KU5138_MARK LOGO: NYDPW 
 KU5138_PROJECTION: RECESSED 8 CENTIMETERS
 KU5138_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5138+STABILITY: POSITION/ELEVATION WELL
 KU5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5138+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5138_ROD/PIPE-DEPTH: 20.6 meters
 KU5138_SLEEVE-DEPTH  : 1.52 meters
 KU5138
 KU5138  HISTORY     - Date     Condition        Report By
 KU5138  HISTORY     - 1989     MONUMENTED       SBAS
 KU5138
 KU5138                          STATION DESCRIPTION
 KU5138
 KU5138'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5138'THE POINT IS LOCATED IN MASSAPEQUA, TOWN OF OYSTER BAY, IN MARJORIE
 KU5138'POST PARK NORTH OF MERRICK ROAD, WEST OF UNQUA ROAD AND APPROXIMATELY
 KU5138'1200 FEET (365.8 M) SOUTH OF LEE PLACE.
 KU5138'THE LOCATION TIES ARE 98.4 FEET (30.0 M) FROM THE SOUTH WEST CORNER OF
 KU5138'THE CONCRETE BENCH, 24.2 FEET (7.4 M) FROM THE NORTH WEST CORNER OF
 KU5138'THE CONCRETE STEPPING BLOCK AT THE WATER FOUNTAIN AND 22.2 FEET
 KU5138'(6.8 M) FROM THE CENTER OF THE 14 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5132 ***********************************************************************
 KU5132  DESIGNATION -  18E 09N
 KU5132  PID         -  KU5132
 KU5132  STATE/COUNTY-  NY/NASSAU
 KU5132  USGS QUAD   -  AMITYVILLE (1979)
 KU5132
 KU5132                         *CURRENT SURVEY CONTROL
 KU5132  ___________________________________________________________________
 KU5132* NAD 83(1996)-  40 41 07.48628(N)    073 26 27.40613(W)     ADJUSTED  
 KU5132* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 KU5132  ___________________________________________________________________
 KU5132  X           -   1,380,391.223 (meters)                     COMP
 KU5132  Y           -  -4,642,546.030 (meters)                     COMP
 KU5132  Z           -   4,135,978.647 (meters)                     COMP
 KU5132  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KU5132  ELLIP HEIGHT-         -24.32  (meters)          (12/03/02) GPS OBS
 KU5132  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU5132
 KU5132  HORZ ORDER  -  FIRST
 KU5132  ELLP ORDER  -  FOURTH    CLASS II
 KU5132
 KU5132.The horizontal coordinates were established by GPS observations
 KU5132.and adjusted by the National Geodetic Survey in January 1999..
 KU5132
 KU5132.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5132
 KU5132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5132
 KU5132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5132
 KU5132.The ellipsoidal height was determined by GPS observations
 KU5132.and is referenced to NAD 83.
 KU5132
 KU5132.The geoid height was determined by GEOID03.
 KU5132
 KU5132;                    North         East     Units Scale Factor Converg.
 KU5132;SPC NY L     -    57,755.320   347,258.658   MT  0.99999901   +0 21 56.4
 KU5132;SPC NY L     -   189,485.58  1,139,297.78   sFT  0.99999901   +0 21 56.4
 KU5132;UTM  18      - 4,505,004.492   631,742.723   MT  0.99981363   +1 00 59.4
 KU5132
 KU5132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5132!SPC NY L     -   1.00000381  x   0.99999901  =   1.00000282
 KU5132!UTM  18      -   1.00000381  x   0.99981363  =   0.99981744
 KU5132
 KU5132:                Primary Azimuth Mark                     Grid Az
 KU5132:SPC NY L     -  18E 09N AZ                               188 35 30.9
 KU5132:UTM  18      -  18E 09N AZ                               187 56 27.9
 KU5132
 KU5132|---------------------------------------------------------------------|
 KU5132| PID    Reference Object                     Distance      Geod. Az  |
 KU5132|                                                           dddmmss.s |
 KU5132| KU5139 18E 09N AZ                          496.959 METERS 1885727.3 |
 KU5132|---------------------------------------------------------------------|
 KU5132
 KU5132                          SUPERSEDED SURVEY CONTROL
 KU5132
 KU5132  ELLIP H (01/11/99)  -24.32   (m)                       GP(       ) 4 1
 KU5132  NAD 83(1996)-  40 41 07.48944(N)    073 26 27.40482(W) AD(       ) 1
 KU5132  NAD 83(1992)-  40 41 07.48935(N)    073 26 27.40461(W) AD(       ) 1
 KU5132  NAD 83(1986)-  40 41 07.48990(N)    073 26 27.40522(W) AD(       ) 1
 KU5132  NGVD 29 (03/24/92)    7.3    (m)           24.     (f) GPS OBS        
 KU5132
 KU5132.Superseded values are not recommended for survey control.
 KU5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5132.See file dsdata.txt to determine how the superseded data were derived.
 KU5132
 KU5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3174305004(NAD 83)
 KU5132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5132_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5132_STAMPING: 18E09N
 KU5132_MARK LOGO: NYDPW 
 KU5132_PROJECTION: RECESSED 8 CENTIMETERS
 KU5132_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5132+STABILITY: POSITION/ELEVATION WELL
 KU5132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5132+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1990
 KU5132_ROD/PIPE-DEPTH: 20.6 meters
 KU5132_SLEEVE-DEPTH  : 1.52 meters
 KU5132
 KU5132  HISTORY     - Date     Condition        Report By
 KU5132  HISTORY     - 1989     MONUMENTED       SBAS
 KU5132  HISTORY     - 19901206 GOOD
 KU5132
 KU5132                          STATION DESCRIPTION
 KU5132
 KU5132'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5132'THE POINT IS LOCATED IN MASSAPEQUA PARK, TOWN OF OYSTER BAY, 21 FEET
 KU5132'(6.4 M) NORTH OF THE CENTERLINE OF CONNECTICUT AVENUE AND 26 FEET
 KU5132'(7.9 M) WEST OF THE CENTERLINE OF PHILADELPHIA AVENUE, IN THE
 KU5132'SIDEWALK.
 KU5132'THE LOCATION TIES ARE 16.0 FEET (4.9 M) FROM THE CENTER OF THE WATER
 KU5132'VALVE, 36.6 FEET (11.2 M) FROM THE CENTER OF THE SEWER MANHOLE AND
 KU5132'6.2 FEET (1.9 M) FROM THE FACE OF THE CURB.
 KU5132
 KU5132                          STATION RECOVERY (1990)
 KU5132
 KU5132'RECOVERED 1990
 KU5132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5139 ***********************************************************************
 KU5139  DESIGNATION -  18E 09N AZ
 KU5139  PID         -  KU5139
 KU5139  STATE/COUNTY-  NY/NASSAU
 KU5139  USGS QUAD   -  AMITYVILLE (1979)
 KU5139
 KU5139                         *CURRENT SURVEY CONTROL
 KU5139  ___________________________________________________________________
 KU5139* NAD 83(1996)-  40 40 51.57209(N)    073 26 30.70117(W)     ADJUSTED  
 KU5139* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 KU5139  ___________________________________________________________________
 KU5139  X           -   1,380,407.850 (meters)                     COMP
 KU5139  Y           -  -4,642,873.448 (meters)                     COMP
 KU5139  Z           -   4,135,605.162 (meters)                     COMP
 KU5139  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 KU5139  ELLIP HEIGHT-         -26.20  (meters)          (12/03/02) GPS OBS
 KU5139  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU5139
 KU5139  HORZ ORDER  -  FIRST
 KU5139  ELLP ORDER  -  FOURTH    CLASS II
 KU5139
 KU5139.The horizontal coordinates were established by GPS observations
 KU5139.and adjusted by the National Geodetic Survey in January 1999..
 KU5139
 KU5139.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5139
 KU5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5139
 KU5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5139
 KU5139.The ellipsoidal height was determined by GPS observations
 KU5139.and is referenced to NAD 83.
 KU5139
 KU5139.The geoid height was determined by GEOID03.
 KU5139
 KU5139;                    North         East     Units Scale Factor Converg.
 KU5139;SPC NY L     -    57,263.938   347,184.414   MT  0.99999923   +0 21 54.2
 KU5139;SPC NY L     -   187,873.44  1,139,054.20   sFT  0.99999923   +0 21 54.2
 KU5139;UTM  18      - 4,504,512.390   631,674.079   MT  0.99981341   +1 00 56.9
 KU5139
 KU5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5139!SPC NY L     -   1.00000411  x   0.99999923  =   1.00000334
 KU5139!UTM  18      -   1.00000411  x   0.99981341  =   0.99981752
 KU5139
 KU5139:                Primary Azimuth Mark                     Grid Az
 KU5139:SPC NY L     -  18E 09N                                  008 35 30.9
 KU5139:UTM  18      -  18E 09N                                  007 56 28.2
 KU5139
 KU5139|---------------------------------------------------------------------|
 KU5139| PID    Reference Object                     Distance      Geod. Az  |
 KU5139|                                                           dddmmss.s |
 KU5139| KU5132 18E 09N                             496.959 METERS 0085725.1 |
 KU5139| KU5131 18E 08N                             APPROX. 1.1 KM 1812416.4 |
 KU5139|---------------------------------------------------------------------|
 KU5139
 KU5139                          SUPERSEDED SURVEY CONTROL
 KU5139
 KU5139  ELLIP H (01/11/99)  -26.19   (m)                       GP(       ) 4 1
 KU5139  NAD 83(1996)-  40 40 51.57527(N)    073 26 30.69988(W) AD(       ) 1
 KU5139  NAD 83(1992)-  40 40 51.57519(N)    073 26 30.69968(W) AD(       ) 1
 KU5139  NAD 83(1986)-  40 40 51.57572(N)    073 26 30.70022(W) AD(       ) 1
 KU5139  NGVD 29 (03/24/92)    5.4    (m)           18.     (f) GPS OBS        
 KU5139
 KU5139.Superseded values are not recommended for survey control.
 KU5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5139.See file dsdata.txt to determine how the superseded data were derived.
 KU5139
 KU5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3167404512(NAD 83)
 KU5139_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5139_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5139_STAMPING: 18E09NAZ
 KU5139_MARK LOGO: NYDPW 
 KU5139_PROJECTION: RECESSED 8 CENTIMETERS
 KU5139_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5139+STABILITY: POSITION/ELEVATION WELL
 KU5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5139+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1990
 KU5139_ROD/PIPE-DEPTH: 20.6 meters
 KU5139_SLEEVE-DEPTH  : 1.52 meters
 KU5139
 KU5139  HISTORY     - Date     Condition        Report By
 KU5139  HISTORY     - 1989     MONUMENTED       SBAS
 KU5139  HISTORY     - 19901206 GOOD
 KU5139
 KU5139                          STATION DESCRIPTION
 KU5139
 KU5139'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5139'THE POINT IS LOCATED IN MASSAPEQUA PARK, TOWN OF OYSTER BAY, 26 FEET
 KU5139'(7.9 M) SOUTH OF THE CENTERLINE OF PENNSYLVANIA AVENUE AND 26 FEET
 KU5139'(7.9 M) WEST OF THE CENTERLINE OF PHILADELPHIA AVENUE, IN THE GRASS
 KU5139'AREA ADJACENT TO THE CURB.
 KU5139'THE LOCATION TIES ARE 33.1 FEET (10.1 M) FROM THE CENTER OF THE SEWER
 KU5139'MANHOLE, 47.3 FEET (14.4 M) FROM THE CENTER OF THE UTILITY POLE
 KU5139'LOCATED ON THE SOUTH EAST CORNER OF THE INTERSECTION OF PENNSYLVANIA
 KU5139'AVENUE AND PHILADELPHIA AVENUE AND 8.6 FEET (2.6 M) FROM THE NORTH
 KU5139'EAST CORNER OF THE CHAIN LINK FENCE.
 KU5139
 KU5139                          STATION RECOVERY (1990)
 KU5139
 KU5139'RECOVERED 1990
 KU5139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5133 ***********************************************************************
 KU5133  DESIGNATION -  18E 10N
 KU5133  PID         -  KU5133
 KU5133  STATE/COUNTY-  NY/NASSAU
 KU5133  USGS QUAD   -  AMITYVILLE (1979)
 KU5133
 KU5133                         *CURRENT SURVEY CONTROL
 KU5133  ___________________________________________________________________
 KU5133* NAD 83(1996)-  40 41 53.71993(N)    073 26 17.79764(W)     ADJUSTED  
 KU5133* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 KU5133  ___________________________________________________________________
 KU5133  X           -   1,380,343.264 (meters)                     COMP
 KU5133  Y           -  -4,641,593.239 (meters)                     COMP
 KU5133  Z           -   4,137,062.482 (meters)                     COMP
 KU5133  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KU5133  ELLIP HEIGHT-         -20.50  (meters)          (12/03/02) GPS OBS
 KU5133  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU5133
 KU5133  HORZ ORDER  -  FIRST
 KU5133  ELLP ORDER  -  FOURTH    CLASS II
 KU5133
 KU5133.The horizontal coordinates were established by GPS observations
 KU5133.and adjusted by the National Geodetic Survey in January 1999..
 KU5133
 KU5133.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5133
 KU5133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5133
 KU5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5133
 KU5133.The ellipsoidal height was determined by GPS observations
 KU5133.and is referenced to NAD 83.
 KU5133
 KU5133.The geoid height was determined by GEOID03.
 KU5133
 KU5133;                    North         East     Units Scale Factor Converg.
 KU5133;SPC NY L     -    59,182.886   347,475.131   MT  0.99999840   +0 22 02.7
 KU5133;SPC NY L     -   194,169.19  1,140,007.99   sFT  0.99999840   +0 22 02.7
 KU5133;UTM  18      - 4,506,434.161   631,942.927   MT  0.99981428   +1 01 06.6
 KU5133
 KU5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5133!SPC NY L     -   1.00000322  x   0.99999840  =   1.00000162
 KU5133!UTM  18      -   1.00000322  x   0.99981428  =   0.99981750
 KU5133
 KU5133|---------------------------------------------------------------------|
 KU5133| PID    Reference Object                     Distance      Geod. Az  |
 KU5133|                                                           dddmmss.s |
 KU5133| KU5140 18E 10N AZ                          194.470 METERS 18857     |
 KU5133|---------------------------------------------------------------------|
 KU5133
 KU5133                          SUPERSEDED SURVEY CONTROL
 KU5133
 KU5133  ELLIP H (01/11/99)  -20.50   (m)                       GP(       ) 4 1
 KU5133  NAD 83(1996)-  40 41 53.72311(N)    073 26 17.79632(W) AD(       ) 1
 KU5133  NAD 83(1992)-  40 41 53.72300(N)    073 26 17.79610(W) AD(       ) 1
 KU5133  NAD 83(1986)-  40 41 53.72362(N)    073 26 17.79678(W) AD(       ) 1
 KU5133  NGVD 29 (03/24/92)   11.0    (m)           36.     (f) GPS OBS        
 KU5133
 KU5133.Superseded values are not recommended for survey control.
 KU5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5133.See file dsdata.txt to determine how the superseded data were derived.
 KU5133
 KU5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3194306434(NAD 83)
 KU5133_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5133_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5133_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5133_STAMPING: 18E10N
 KU5133_MARK LOGO: NYDPW 
 KU5133_PROJECTION: RECESSED 8 CENTIMETERS
 KU5133_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5133+STABILITY: POSITION/ELEVATION WELL
 KU5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5133+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5133_ROD/PIPE-DEPTH: 20.6 meters
 KU5133_SLEEVE-DEPTH  : 1.52 meters
 KU5133
 KU5133  HISTORY     - Date     Condition        Report By
 KU5133  HISTORY     - 1989     MONUMENTED       SBAS
 KU5133
 KU5133                          STATION DESCRIPTION
 KU5133
 KU5133'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5133'THE POINT IS LOCATED IN MASSAPEQUA PARK, TOWN OF OYSTER BAY, 25 FEET
 KU5133'(7.6 M) WEST OF THE CENTERLINE OF PHILADELPHIA AVENUE, AND 20 FEET
 KU5133'(6.1 M) NORTH OF THE CENTERLINE OF MARYLAND AVENUE,IN THE SIDEWALK.
 KU5133'THE LOCATION TIES ARE 7.5 FEET (2.3 M) FROM THE SOUTH EAST CORNER OF
 KU5133'THE CHAIN LINK FENCE, 12.5 FEET (3.8 M) FROM THE CENTER OF THE
 KU5133'MANHOLE CASTING IN THE CATCH BASIN AND 20.5 FEET (6.2 M) FROM THE
 KU5133'CENTER OF THE WESTERLY SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5140 ***********************************************************************
 KU5140  DESIGNATION -  18E 10N AZ
 KU5140  PID         -  KU5140
 KU5140  STATE/COUNTY-  NY/NASSAU
 KU5140  USGS QUAD   -  AMITYVILLE (1979)
 KU5140
 KU5140                         *CURRENT SURVEY CONTROL
 KU5140  ___________________________________________________________________
 KU5140* NAD 83(1996)-  40 41 47.49243(N)    073 26 19.08745(W)     ADJUSTED  
 KU5140* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 KU5140  ___________________________________________________________________
 KU5140  X           -   1,380,349.842 (meters)                     COMP
 KU5140  Y           -  -4,641,721.592 (meters)                     COMP
 KU5140  Z           -   4,136,916.534 (meters)                     COMP
 KU5140  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KU5140  ELLIP HEIGHT-         -20.97  (meters)          (12/03/02) GPS OBS
 KU5140  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU5140
 KU5140  HORZ ORDER  -  FIRST
 KU5140  ELLP ORDER  -  FOURTH    CLASS II
 KU5140
 KU5140.The horizontal coordinates were established by GPS observations
 KU5140.and adjusted by the National Geodetic Survey in January 1999..
 KU5140
 KU5140.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5140
 KU5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5140
 KU5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5140
 KU5140.The ellipsoidal height was determined by GPS observations
 KU5140.and is referenced to NAD 83.
 KU5140
 KU5140.The geoid height was determined by GEOID03.
 KU5140
 KU5140;                    North         East     Units Scale Factor Converg.
 KU5140;SPC NY L     -    58,990.598   347,446.082   MT  0.99999848   +0 22 01.8
 KU5140;SPC NY L     -   193,538.32  1,139,912.69   sFT  0.99999848   +0 22 01.8
 KU5140;UTM  18      - 4,506,241.591   631,916.069   MT  0.99981419   +1 01 05.7
 KU5140
 KU5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5140!SPC NY L     -   1.00000329  x   0.99999848  =   1.00000177
 KU5140!UTM  18      -   1.00000329  x   0.99981419  =   0.99981748
 KU5140
 KU5140|---------------------------------------------------------------------|
 KU5140| PID    Reference Object                     Distance      Geod. Az  |
 KU5140|                                                           dddmmss.s |
 KU5140| KU5133 18E 10N                             194.470 METERS 00857     |
 KU5140|---------------------------------------------------------------------|
 KU5140
 KU5140                          SUPERSEDED SURVEY CONTROL
 KU5140
 KU5140  ELLIP H (01/11/99)  -20.97   (m)                       GP(       ) 4 1
 KU5140  NAD 83(1996)-  40 41 47.49554(N)    073 26 19.08624(W) AD(       ) 1
 KU5140  NAD 83(1992)-  40 41 47.49542(N)    073 26 19.08599(W) AD(       ) 1
 KU5140  NAD 83(1986)-  40 41 47.49606(N)    073 26 19.08661(W) AD(       ) 1
 KU5140  NGVD 29 (03/24/92)   10.6    (m)           35.     (f) GPS OBS        
 KU5140
 KU5140.Superseded values are not recommended for survey control.
 KU5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5140.See file dsdata.txt to determine how the superseded data were derived.
 KU5140
 KU5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3191606242(NAD 83)
 KU5140_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5140_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5140_STAMPING: 18E10NAZ
 KU5140_MARK LOGO: NYDPW 
 KU5140_PROJECTION: RECESSED 8 CENTIMETERS
 KU5140_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5140+STABILITY: POSITION/ELEVATION WELL
 KU5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5140+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5140_ROD/PIPE-DEPTH: 20.6 meters
 KU5140_SLEEVE-DEPTH  : 1.52 meters
 KU5140
 KU5140  HISTORY     - Date     Condition        Report By
 KU5140  HISTORY     - 1989     MONUMENTED       SBAS
 KU5140
 KU5140                          STATION DESCRIPTION
 KU5140
 KU5140'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5140'THE POINT IS LOCATED IN MASSAPEQUA PARK, TOWN OF OYSTER BAY, 26 FEET
 KU5140'(7.9 M) WEST OF THE CENTERLINE OF PHILADELPHIA AVENUE AND 173 FEET
 KU5140'(52.7 M) NORTH OF THE CENTERLINE OF ILLINOIS AVENUE,IN THE GRASS AREA
 KU5140'ADJACENT TO THE ASPHALT SIDEWALK.
 KU5140'THE LOCATION TIES ARE 67.0 FEET (20.4 M) FROM THE CENTER OF THE
 KU5140'HYDRANT, 8.6 FEET (2.6 M) FROM THE CHAIN LINK FENCE AND 80.8 FEET
 KU5140'(24.6 M) FROM THE UTILITY POLE LOCATED IN FRONT OF HOUSE NUMBER 413
 KU5140'PHILADELPHIA AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5134 ***********************************************************************
 KU5134  DESIGNATION -  18E 11N
 KU5134  PID         -  KU5134
 KU5134  STATE/COUNTY-  NY/NASSAU
 KU5134  USGS QUAD   -  AMITYVILLE (1979)
 KU5134
 KU5134                         *CURRENT SURVEY CONTROL
 KU5134  ___________________________________________________________________
 KU5134* NAD 83(1996)-  40 42 53.68320(N)    073 26 32.21337(W)     ADJUSTED  
 KU5134* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 KU5134  ___________________________________________________________________
 KU5134  X           -   1,379,676.281 (meters)                     COMP
 KU5134  Y           -  -4,640,537.429 (meters)                     COMP
 KU5134  Z           -   4,138,468.258 (meters)                     COMP
 KU5134  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KU5134  ELLIP HEIGHT-         -14.95  (meters)          (12/03/02) GPS OBS
 KU5134  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU5134
 KU5134  HORZ ORDER  -  FIRST
 KU5134  ELLP ORDER  -  FOURTH    CLASS II
 KU5134
 KU5134.The horizontal coordinates were established by GPS observations
 KU5134.and adjusted by the National Geodetic Survey in January 1999..
 KU5134
 KU5134.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5134
 KU5134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5134
 KU5134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5134
 KU5134.The ellipsoidal height was determined by GPS observations
 KU5134.and is referenced to NAD 83.
 KU5134
 KU5134.The geoid height was determined by GEOID03.
 KU5134
 KU5134;                    North         East     Units Scale Factor Converg.
 KU5134;SPC NY L     -    61,030.353   347,124.922   MT  0.99999767   +0 21 53.3
 KU5134;SPC NY L     -   200,230.42  1,138,859.01   sFT  0.99999767   +0 21 53.3
 KU5134;UTM  18      - 4,508,277.188   631,571.809   MT  0.99981308   +1 00 58.5
 KU5134
 KU5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5134!SPC NY L     -   1.00000235  x   0.99999767  =   1.00000002
 KU5134!UTM  18      -   1.00000235  x   0.99981308  =   0.99981542
 KU5134
 KU5134:                Primary Azimuth Mark                     Grid Az
 KU5134:SPC NY L     -  18E 11N AZ                               184 49 10.1
 KU5134:UTM  18      -  18E 11N AZ                               184 10 04.9
 KU5134
 KU5134|---------------------------------------------------------------------|
 KU5134| PID    Reference Object                     Distance      Geod. Az  |
 KU5134|                                                           dddmmss.s |
 KU5134| KU5141 18E 11N AZ                          470.263 METERS 1851103.4 |
 KU5134|---------------------------------------------------------------------|
 KU5134
 KU5134                          SUPERSEDED SURVEY CONTROL
 KU5134
 KU5134  ELLIP H (01/11/99)  -14.95   (m)                       GP(       ) 4 1
 KU5134  NAD 83(1996)-  40 42 53.68634(N)    073 26 32.21207(W) AD(       ) 1
 KU5134  NAD 83(1992)-  40 42 53.68623(N)    073 26 32.21184(W) AD(       ) 1
 KU5134  NAD 83(1986)-  40 42 53.68689(N)    073 26 32.21257(W) AD(       ) 1
 KU5134  NGVD 29 (03/24/92)   16.5    (m)           54.     (f) GPS OBS        
 KU5134
 KU5134.Superseded values are not recommended for survey control.
 KU5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5134.See file dsdata.txt to determine how the superseded data were derived.
 KU5134
 KU5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3157208277(NAD 83)
 KU5134_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5134_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5134_STAMPING: 18E11N
 KU5134_MARK LOGO: NYDPW 
 KU5134_PROJECTION: RECESSED 8 CENTIMETERS
 KU5134_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5134+STABILITY: POSITION/ELEVATION WELL
 KU5134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5134+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 KU5134_ROD/PIPE-DEPTH: 20.6 meters
 KU5134_SLEEVE-DEPTH  : 1.52 meters
 KU5134
 KU5134  HISTORY     - Date     Condition        Report By
 KU5134  HISTORY     - 1989     MONUMENTED       SBAS
 KU5134  HISTORY     - 19910513 GOOD
 KU5134
 KU5134                          STATION DESCRIPTION
 KU5134
 KU5134'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5134'THE POINT IS LOCATED IN SOUTH FARMINGDALE, TOWN OF OYSTER BAY, 22 FEET
 KU5134'(6.7 M) WEST OF THE CENTERLINE OF INTERVALE AVENUE AND 22 FEET
 KU5134'(6.7 M) NORTH OF THE CENTERLINE OF ORCHARD STREET, IN THE SIDEWALK.
 KU5134'THE LOCATION TIES ARE 50.3FEET FROM THE CENTER OF THE MANHOLE CASTING
 KU5134'IN THE CATCH BASIN LOCATED ON THE SOUTH WEST CORNER OF THE
 KU5134'INTERSECTION, 23.8 FEET (7.3 M) FROM THE CENTER OF THE NORTHERLY
 KU5134'DRAIN MANHOLE IN THE STREET AND 36.1 FEET (11.0 M) FROM THE SOUTH
 KU5134'WEST CORNER OF THE CATCH BASIN LOCATED IN THE NORTH EAST CORNER OF
 KU5134'THE INTERSECTION.
 KU5134
 KU5134                          STATION RECOVERY (1991)
 KU5134
 KU5134'RECOVERED 1991
 KU5134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5141 ***********************************************************************
 KU5141  DESIGNATION -  18E 11N AZ
 KU5141  PID         -  KU5141
 KU5141  STATE/COUNTY-  NY/NASSAU
 KU5141  USGS QUAD   -  AMITYVILLE (1979)
 KU5141
 KU5141                         *CURRENT SURVEY CONTROL
 KU5141  ___________________________________________________________________
 KU5141* NAD 83(1996)-  40 42 38.50044(N)    073 26 34.02366(W)     ADJUSTED  
 KU5141* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 KU5141  ___________________________________________________________________
 KU5141  X           -   1,379,722.152 (meters)                     COMP
 KU5141  Y           -  -4,640,840.819 (meters)                     COMP
 KU5141  Z           -   4,138,111.887 (meters)                     COMP
 KU5141  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KU5141  ELLIP HEIGHT-         -17.06  (meters)          (12/03/02) GPS OBS
 KU5141  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU5141
 KU5141  HORZ ORDER  -  FIRST
 KU5141  ELLP ORDER  -  FOURTH    CLASS II
 KU5141
 KU5141.The horizontal coordinates were established by GPS observations
 KU5141.and adjusted by the National Geodetic Survey in January 1999..
 KU5141
 KU5141.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5141
 KU5141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5141
 KU5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5141
 KU5141.The ellipsoidal height was determined by GPS observations
 KU5141.and is referenced to NAD 83.
 KU5141
 KU5141.The geoid height was determined by GEOID03.
 KU5141
 KU5141;                    North         East     Units Scale Factor Converg.
 KU5141;SPC NY L     -    60,561.754   347,085.412   MT  0.99999785   +0 21 52.1
 KU5141;SPC NY L     -   198,693.02  1,138,729.39   sFT  0.99999785   +0 21 52.1
 KU5141;UTM  18      - 4,507,808.257   631,537.636   MT  0.99981297   +1 00 57.0
 KU5141
 KU5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5141!SPC NY L     -   1.00000268  x   0.99999785  =   1.00000053
 KU5141!UTM  18      -   1.00000268  x   0.99981297  =   0.99981565
 KU5141
 KU5141:                Primary Azimuth Mark                     Grid Az
 KU5141:SPC NY L     -  18E 11N                                  004 49 10.1
 KU5141:UTM  18      -  18E 11N                                  004 10 05.2
 KU5141
 KU5141|---------------------------------------------------------------------|
 KU5141| PID    Reference Object                     Distance      Geod. Az  |
 KU5141|                                                           dddmmss.s |
 KU5141| KU5134 18E 11N                             470.263 METERS 0051102.2 |
 KU5141|---------------------------------------------------------------------|
 KU5141
 KU5141                          SUPERSEDED SURVEY CONTROL
 KU5141
 KU5141  ELLIP H (01/11/99)  -17.06   (m)                       GP(       ) 4 1
 KU5141  NAD 83(1996)-  40 42 38.50357(N)    073 26 34.02240(W) AD(       ) 1
 KU5141  NAD 83(1992)-  40 42 38.50345(N)    073 26 34.02217(W) AD(       ) 1
 KU5141  NAD 83(1986)-  40 42 38.50412(N)    073 26 34.02288(W) AD(       ) 1
 KU5141  NGVD 29 (03/24/92)   14.4    (m)           47.     (f) GPS OBS        
 KU5141
 KU5141.Superseded values are not recommended for survey control.
 KU5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5141.See file dsdata.txt to determine how the superseded data were derived.
 KU5141
 KU5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3153807808(NAD 83)
 KU5141_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5141_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5141_STAMPING: 18E11NAZ
 KU5141_MARK LOGO: NYDPW 
 KU5141_PROJECTION: RECESSED 8 CENTIMETERS
 KU5141_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5141+STABILITY: POSITION/ELEVATION WELL
 KU5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5141+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1990
 KU5141_ROD/PIPE-DEPTH: 20.6 meters
 KU5141_SLEEVE-DEPTH  : 1.52 meters
 KU5141
 KU5141  HISTORY     - Date     Condition        Report By
 KU5141  HISTORY     - 1989     MONUMENTED       SBAS
 KU5141  HISTORY     - 19901227 GOOD
 KU5141
 KU5141                          STATION DESCRIPTION
 KU5141
 KU5141'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5141'THE POINT IS LOCATED IN SOUTH FARMINGDALE, TOWN OF OYSTER BAY, 22 FEET
 KU5141'(6.7 M) WEST OF THE CENTERLINE OF INTERVALE AVENUE AND 22 FEET
 KU5141'(6.7 M) SOUTH OF THE CENTERLINE OF WASHINGTON STREET, IN THE
 KU5141'SIDEWALK.
 KU5141'THE LOCATION TIES ARE 30.9 FEET (9.4 M) FROM THE CENTER OF THE DRAIN
 KU5141'MANHOLE, 31.5 FEET (9.6 M) FROM THE CENTER OF THE SEWER MANHHOLE AND
 KU5141'78.7 FEET (24.0 M) FROM THE HYDRANT.
 KU5141
 KU5141                          STATION RECOVERY (1990)
 KU5141
 KU5141'RECOVERED 1990
 KU5141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5142 ***********************************************************************
 KU5142  DESIGNATION -  18E 12N AZ
 KU5142  PID         -  KU5142
 KU5142  STATE/COUNTY-  NY/NASSAU
 KU5142  USGS QUAD   -  AMITYVILLE (1979)
 KU5142
 KU5142                         *CURRENT SURVEY CONTROL
 KU5142  ___________________________________________________________________
 KU5142* NAD 83(1996)-  40 43 56.37669(N)    073 26 21.23331(W)     ADJUSTED  
 KU5142* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 KU5142  ___________________________________________________________________
 KU5142  X           -   1,379,564.729 (meters)                     COMP
 KU5142  Y           -  -4,639,258.133 (meters)                     COMP
 KU5142  Z           -   4,139,937.039 (meters)                     COMP
 KU5142  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KU5142  ELLIP HEIGHT-         -10.12  (meters)          (12/03/02) GPS OBS
 KU5142  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU5142
 KU5142  HORZ ORDER  -  FIRST
 KU5142  ELLP ORDER  -  FOURTH    CLASS II
 KU5142
 KU5142.The horizontal coordinates were established by GPS observations
 KU5142.and adjusted by the National Geodetic Survey in January 1999..
 KU5142
 KU5142.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5142
 KU5142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5142
 KU5142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5142
 KU5142.The ellipsoidal height was determined by GPS observations
 KU5142.and is referenced to NAD 83.
 KU5142
 KU5142.The geoid height was determined by GEOID03.
 KU5142
 KU5142;                    North         East     Units Scale Factor Converg.
 KU5142;SPC NY L     -    62,965.849   347,370.252   MT  0.99999700   +0 22 00.4
 KU5142;SPC NY L     -   206,580.46  1,139,663.90   sFT  0.99999700   +0 22 00.4
 KU5142;UTM  18      - 4,510,214.992   631,795.071   MT  0.99981380   +1 01 06.9
 KU5142
 KU5142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5142!SPC NY L     -   1.00000159  x   0.99999700  =   0.99999859
 KU5142!UTM  18      -   1.00000159  x   0.99981380  =   0.99981539
 KU5142
 KU5142|---------------------------------------------------------------------|
 KU5142| PID    Reference Object                     Distance      Geod. Az  |
 KU5142|                                                           dddmmss.s |
 KU5142| KU4536 18 E 12 N                           148.603 METERS 19745     |
 KU5142|---------------------------------------------------------------------|
 KU5142
 KU5142                          SUPERSEDED SURVEY CONTROL
 KU5142
 KU5142  ELLIP H (01/11/99)  -10.11   (m)                       GP(       ) 4 1
 KU5142  NAD 83(1996)-  40 43 56.37976(N)    073 26 21.23212(W) AD(       ) 1
 KU5142  NAD 83(1992)-  40 43 56.37964(N)    073 26 21.23187(W) AD(       ) 1
 KU5142  NAD 83(1986)-  40 43 56.38032(N)    073 26 21.23270(W) AD(       ) 1
 KU5142  NGVD 29 (03/24/92)   21.3    (m)           70.     (f) GPS OBS        
 KU5142
 KU5142.Superseded values are not recommended for survey control.
 KU5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5142.See file dsdata.txt to determine how the superseded data were derived.
 KU5142
 KU5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3179510215(NAD 83)
 KU5142_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5142_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5142_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5142_STAMPING: 18E12NAZ
 KU5142_MARK LOGO: NYDPW 
 KU5142_PROJECTION: RECESSED 8 CENTIMETERS
 KU5142_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5142+STABILITY: POSITION/ELEVATION WELL
 KU5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5142+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1990
 KU5142_ROD/PIPE-DEPTH: 20.6 meters
 KU5142_SLEEVE-DEPTH  : 1.52 meters
 KU5142
 KU5142  HISTORY     - Date     Condition        Report By
 KU5142  HISTORY     - 1989     MONUMENTED       SBAS
 KU5142  HISTORY     - 19900625 GOOD
 KU5142
 KU5142                          STATION DESCRIPTION
 KU5142
 KU5142'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5142'THE POINT IS LOCATED IN FARMINGDALE, TOWN OF OYSTER BAY, 73 FEET
 KU5142'(22.3 M) SOUTH OF THE CENTERLINE OF SECATOGUE AVENUE AND 28 FEET
 KU5142'(8.5 M) WEST OF THE CENTERLINE OF VAN COTT AVENUE, IN THE SIDEWALK.
 KU5142'THE LOCATION TIES ARE 49.3 FEET (15.0 M) FROM THE NORTH WEST CORNER OF
 KU5142'THE 6 FOOT (1.8 M) CHAIN LINK FENCE, 56.3 FEET (17.2 M) FROM THE
 KU5142'CENTER OF THE SEWER MANHOLE AND 66.6 FEET (20.3 M) FROM THE UTILITY
 KU5142'POLE NUMBER 22 1/2.
 KU5142
 KU5142                          STATION RECOVERY (1990)
 KU5142
 KU5142'RECOVERED 1990
 KU5142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5135 ***********************************************************************
 KU5135  DESIGNATION -  18E 13N
 KU5135  PID         -  KU5135
 KU5135  STATE/COUNTY-  NY/NASSAU
 KU5135  USGS QUAD   -  AMITYVILLE (1979)
 KU5135
 KU5135                         *CURRENT SURVEY CONTROL
 KU5135  ___________________________________________________________________
 KU5135* NAD 83(1996)-  40 44 24.29692(N)    073 26 40.98356(W)     ADJUSTED  
 KU5135* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 KU5135  ___________________________________________________________________
 KU5135  X           -   1,378,960.543 (meters)                     COMP
 KU5135  Y           -  -4,638,852.091 (meters)                     COMP
 KU5135  Z           -   4,140,590.182 (meters)                     COMP
 KU5135  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 KU5135  ELLIP HEIGHT-          -9.27  (meters)          (12/03/02) GPS OBS
 KU5135  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU5135
 KU5135  HORZ ORDER  -  FIRST
 KU5135  ELLP ORDER  -  FOURTH    CLASS II
 KU5135
 KU5135.The horizontal coordinates were established by GPS observations
 KU5135.and adjusted by the National Geodetic Survey in January 1999..
 KU5135
 KU5135.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5135
 KU5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5135
 KU5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5135
 KU5135.The ellipsoidal height was determined by GPS observations
 KU5135.and is referenced to NAD 83.
 KU5135
 KU5135.The geoid height was determined by GEOID03.
 KU5135
 KU5135;                    North         East     Units Scale Factor Converg.
 KU5135;SPC NY L     -    63,824.129   346,901.360   MT  0.99999674   +0 21 47.5
 KU5135;SPC NY L     -   209,396.33  1,138,125.55   sFT  0.99999674   +0 21 47.5
 KU5135;UTM  18      - 4,511,067.725   631,316.532   MT  0.99981225   +1 00 54.6
 KU5135
 KU5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5135!SPC NY L     -   1.00000145  x   0.99999674  =   0.99999819
 KU5135!UTM  18      -   1.00000145  x   0.99981225  =   0.99981370
 KU5135
 KU5135|---------------------------------------------------------------------|
 KU5135| PID    Reference Object                     Distance      Geod. Az  |
 KU5135|                                                           dddmmss.s |
 KU5135| KU5143 18E 13N AZ                          219.864 METERS 25623     |
 KU5135|---------------------------------------------------------------------|
 KU5135
 KU5135                          SUPERSEDED SURVEY CONTROL
 KU5135
 KU5135  ELLIP H (01/11/99)   -9.27   (m)                       GP(       ) 4 1
 KU5135  NAD 83(1996)-  40 44 24.29997(N)    073 26 40.98238(W) AD(       ) 1
 KU5135  NAD 83(1992)-  40 44 24.29984(N)    073 26 40.98213(W) AD(       ) 1
 KU5135  NAD 83(1986)-  40 44 24.30057(N)    073 26 40.98299(W) AD(       ) 1
 KU5135  NGVD 29 (03/24/92)   22.1    (m)           73.     (f) GPS OBS        
 KU5135
 KU5135.Superseded values are not recommended for survey control.
 KU5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5135.See file dsdata.txt to determine how the superseded data were derived.
 KU5135
 KU5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3131711068(NAD 83)
 KU5135_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5135_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5135_STAMPING: 18E13N
 KU5135_MARK LOGO: NYDPW 
 KU5135_PROJECTION: RECESSED 8 CENTIMETERS
 KU5135_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5135+STABILITY: POSITION/ELEVATION WELL
 KU5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5135+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1990
 KU5135_ROD/PIPE-DEPTH: 12.7 meters
 KU5135_SLEEVE-DEPTH  : 1.52 meters
 KU5135
 KU5135  HISTORY     - Date     Condition        Report By
 KU5135  HISTORY     - 1989     MONUMENTED       SBAS
 KU5135  HISTORY     - 19901227 GOOD
 KU5135
 KU5135                          STATION DESCRIPTION
 KU5135
 KU5135'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5135'THE POINT IS LOCATED IN FARMINGDALE, TOWN OF OYSTER BAY, IN THE
 KU5135'NORTHSIDE SCHOOL YARD, 451 FEET (137.5 M) NORTH OF THE CENTERLINE OF
 KU5135'POWELL PLACE AND 31 FEET (9.4 M) FROM THE NORTH EAST CORNER OF THE
 KU5135'SCHOOL YARD SOUTH OF THE BETHPAGE STATE PARK.
 KU5135'THE LOCATION TIES ARE 31.2 FEET (9.5 M) FROM THE NORTH WEST CORNER OF
 KU5135'THE 12 FOOT (3.7 M) CHAIN LINK FENCE AT THE TENNIS COURT, 91.9 FEET
 KU5135'(28.0 M) FROM THE NORTH WEST CORNER OF THE 12 FOOT (3.7 M) CHAIN LINK
 KU5135'FENCE AT THE BASKETBALL COURT AND 49.4 FEET (15.1 M) FROM THE CENTER
 KU5135'OF THE DRAIN CASTING.
 KU5135
 KU5135                          STATION RECOVERY (1990)
 KU5135
 KU5135'RECOVERED 1990
 KU5135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5143 ***********************************************************************
 KU5143  DESIGNATION -  18E 13N AZ
 KU5143  PID         -  KU5143
 KU5143  STATE/COUNTY-  NY/NASSAU
 KU5143  USGS QUAD   -  AMITYVILLE (1979)
 KU5143
 KU5143                         *CURRENT SURVEY CONTROL
 KU5143  ___________________________________________________________________
 KU5143* NAD 83(1996)-  40 44 22.61965(N)    073 26 50.09126(W)     ADJUSTED  
 KU5143* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 KU5143  ___________________________________________________________________
 KU5143  X           -   1,378,765.506 (meters)                     COMP
 KU5143  Y           -  -4,638,945.930 (meters)                     COMP
 KU5143  Z           -   4,140,551.510 (meters)                     COMP
 KU5143  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KU5143  ELLIP HEIGHT-          -8.46  (meters)          (12/03/02) GPS OBS
 KU5143  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU5143
 KU5143  HORZ ORDER  -  FIRST
 KU5143  ELLP ORDER  -  FOURTH    CLASS II
 KU5143
 KU5143.The horizontal coordinates were established by GPS observations
 KU5143.and adjusted by the National Geodetic Survey in January 1999..
 KU5143
 KU5143.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5143
 KU5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5143
 KU5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5143
 KU5143.The ellipsoidal height was determined by GPS observations
 KU5143.and is referenced to NAD 83.
 KU5143
 KU5143.The geoid height was determined by GEOID03.
 KU5143
 KU5143;                    North         East     Units Scale Factor Converg.
 KU5143;SPC NY L     -    63,771.040   346,688.003   MT  0.99999675   +0 21 41.6
 KU5143;SPC NY L     -   209,222.15  1,137,425.56   sFT  0.99999675   +0 21 41.6
 KU5143;UTM  18      - 4,511,012.222   631,103.832   MT  0.99981156   +1 00 48.6
 KU5143
 KU5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5143!SPC NY L     -   1.00000133  x   0.99999675  =   0.99999808
 KU5143!UTM  18      -   1.00000133  x   0.99981156  =   0.99981289
 KU5143
 KU5143|---------------------------------------------------------------------|
 KU5143| PID    Reference Object                     Distance      Geod. Az  |
 KU5143|                                                           dddmmss.s |
 KU5143| KU5135 18E 13N                             219.864 METERS 07623     |
 KU5143|---------------------------------------------------------------------|
 KU5143
 KU5143                          SUPERSEDED SURVEY CONTROL
 KU5143
 KU5143  ELLIP H (01/11/99)   -8.46   (m)                       GP(       ) 4 1
 KU5143  NAD 83(1996)-  40 44 22.62271(N)    073 26 50.09009(W) AD(       ) 1
 KU5143  NAD 83(1992)-  40 44 22.62258(N)    073 26 50.08984(W) AD(       ) 1
 KU5143  NAD 83(1986)-  40 44 22.62330(N)    073 26 50.09072(W) AD(       ) 1
 KU5143  NGVD 29 (03/24/92)   23.0    (m)           75.     (f) GPS OBS        
 KU5143
 KU5143.Superseded values are not recommended for survey control.
 KU5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5143.See file dsdata.txt to determine how the superseded data were derived.
 KU5143
 KU5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3110411012(NAD 83)
 KU5143_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5143_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5143_STAMPING: 18E13NAZ
 KU5143_MARK LOGO: NYDPW 
 KU5143_PROJECTION: RECESSED 8 CENTIMETERS
 KU5143_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5143+STABILITY: POSITION/ELEVATION WELL
 KU5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5143+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1990
 KU5143_ROD/PIPE-DEPTH: 10.9 meters
 KU5143_SLEEVE-DEPTH  : 1.52 meters
 KU5143
 KU5143  HISTORY     - Date     Condition        Report By
 KU5143  HISTORY     - 1989     MONUMENTED       SBAS
 KU5143  HISTORY     - 19901227 GOOD
 KU5143
 KU5143                          STATION DESCRIPTION
 KU5143
 KU5143'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5143'THE POINT IS LOCATED IN FARMINGDALE, TOWN OF OYSTER BAY, 246 FEET
 KU5143'(75.0 M) NORTH OF THE CENTERLINE OF POWELL PLACE AND IN THE NORTHSIDE
 KU5143'SCHOOL PARKING LOT.
 KU5143'THE LOCATION TIES ARE 92.5 FEET (28.2 M) FROM THE METAL LIGHT POLE AT
 KU5143'THE NORTH EAST CORNER OF THE PARKING LOT, 66.2 FEET (20.2 M) FROM THE
 KU5143'NORTH WEST CORNER OF THE SCHOOL BUILDING AND 80.9 FEET (24.7 M) FROM
 KU5143'THE NORTH EAST CORNER OF THE SCHOOL BUILDING.
 KU5143
 KU5143                          STATION RECOVERY (1990)
 KU5143
 KU5143'RECOVERED 1990
 KU5143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5136 ***********************************************************************
 KU5136  DESIGNATION -  18E 14N
 KU5136  PID         -  KU5136
 KU5136  STATE/COUNTY-  NY/NASSAU
 KU5136  USGS QUAD   -  HUNTINGTON (1979)
 KU5136
 KU5136                         *CURRENT SURVEY CONTROL
 KU5136  ___________________________________________________________________
 KU5136* NAD 83(1996)-  40 45 41.29850(N)    073 26 37.23208(W)     ADJUSTED  
 KU5136* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 KU5136  ___________________________________________________________________
 KU5136  X           -   1,378,607.350 (meters)                     COMP
 KU5136  Y           -  -4,637,355.140 (meters)                     COMP
 KU5136  Z           -   4,142,402.478 (meters)                     COMP
 KU5136  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 KU5136  ELLIP HEIGHT-          10.49  (meters)          (12/03/02) GPS OBS
 KU5136  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU5136
 KU5136  HORZ ORDER  -  FIRST
 KU5136  ELLP ORDER  -  FOURTH    CLASS II
 KU5136
 KU5136.The horizontal coordinates were established by GPS observations
 KU5136.and adjusted by the National Geodetic Survey in January 1999..
 KU5136
 KU5136.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5136
 KU5136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5136
 KU5136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5136
 KU5136.The ellipsoidal height was determined by GPS observations
 KU5136.and is referenced to NAD 83.
 KU5136
 KU5136.The geoid height was determined by GEOID03.
 KU5136
 KU5136;                    North         East     Units Scale Factor Converg.
 KU5136;SPC NY L     -    66,199.896   346,974.292   MT  0.99999609   +0 21 50.0
 KU5136;SPC NY L     -   217,190.83  1,138,364.82   sFT  0.99999609   +0 21 50.0
 KU5136;UTM  18      - 4,513,443.732   631,362.409   MT  0.99981240   +1 00 58.6
 KU5136
 KU5136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5136!SPC NY L     -   0.99999835  x   0.99999609  =   0.99999444
 KU5136!UTM  18      -   0.99999835  x   0.99981240  =   0.99981075
 KU5136
 KU5136|---------------------------------------------------------------------|
 KU5136| PID    Reference Object                     Distance      Geod. Az  |
 KU5136|                                                           dddmmss.s |
 KU5136| KU5144 18E 14N AZ                          233.540 METERS 08434     |
 KU5136|---------------------------------------------------------------------|
 KU5136
 KU5136                          SUPERSEDED SURVEY CONTROL
 KU5136
 KU5136  ELLIP H (01/11/99)   10.50   (m)                       GP(       ) 4 1
 KU5136  NAD 83(1996)-  40 45 41.30154(N)    073 26 37.23092(W) AD(       ) 1
 KU5136  NAD 83(1992)-  40 45 41.30141(N)    073 26 37.23066(W) AD(       ) 1
 KU5136  NAD 83(1986)-  40 45 41.30217(N)    073 26 37.23158(W) AD(       ) 1
 KU5136  NGVD 29 (03/24/92)   41.8    (m)          137.     (f) GPS OBS        
 KU5136
 KU5136.Superseded values are not recommended for survey control.
 KU5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5136.See file dsdata.txt to determine how the superseded data were derived.
 KU5136
 KU5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3136213444(NAD 83)
 KU5136_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5136_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5136_STAMPING: 18E14N
 KU5136_MARK LOGO: NYDPW 
 KU5136_PROJECTION: RECESSED 8 CENTIMETERS
 KU5136_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5136+STABILITY: POSITION/ELEVATION WELL
 KU5136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5136+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KU5136_ROD/PIPE-DEPTH: 20.6 meters
 KU5136_SLEEVE-DEPTH  : 1.52 meters
 KU5136
 KU5136  HISTORY     - Date     Condition        Report By
 KU5136  HISTORY     - 1989     MONUMENTED       SBAS
 KU5136
 KU5136                          STATION DESCRIPTION
 KU5136
 KU5136'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5136'THE POINT IS LOCATED IN OLD BETHPAGE, TOWN OF OYSTER BAY, 375 FEET
 KU5136'(114.3 M) EAST OF THE CENTERLINE OF WINDING ROAD AND 25 FEET (7.6 M)
 KU5136'SOUTH OF THE CENTERLINE OF SWEET HOLLOW ROAD, IN THE ASPHALT PARKING
 KU5136'AREA OF NUMBER 175 SWEET HOLLOW ROAD.
 KU5136'THE LOCATION TIES ARE 100.5 FEET (30.6 M) FROM THE NEW YORK TELEPHONE
 KU5136'UTILITY POLE NUMBER 24, 82.5 FEET (25.1 M) FROM THE LONG ISLAND
 KU5136'LIGHTING COMPANY UTILITY POLE NUMBER 2 (3) AND 60.5 FEET (18.4 M)
 KU5136'FROM THE SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5144 ***********************************************************************
 KU5144  DESIGNATION -  18E 14N AZ
 KU5144  PID         -  KU5144
 KU5144  STATE/COUNTY-  NY/NASSAU
 KU5144  USGS QUAD   -  HUNTINGTON (1979)
 KU5144
 KU5144                         *CURRENT SURVEY CONTROL
 KU5144  ___________________________________________________________________
 KU5144* NAD 83(1996)-  40 45 42.01502(N)    073 26 27.31978(W)     ADJUSTED  
 KU5144* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 KU5144  ___________________________________________________________________
 KU5144  X           -   1,378,826.389 (meters)                     COMP
 KU5144  Y           -  -4,637,276.061 (meters)                     COMP
 KU5144  Z           -   4,142,420.127 (meters)                     COMP
 KU5144  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KU5144  ELLIP HEIGHT-          11.88  (meters)          (12/03/02) GPS OBS
 KU5144  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU5144
 KU5144  HORZ ORDER  -  FIRST
 KU5144  ELLP ORDER  -  FOURTH    CLASS II
 KU5144
 KU5144.The horizontal coordinates were established by GPS observations
 KU5144.and adjusted by the National Geodetic Survey in January 1999..
 KU5144
 KU5144.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5144
 KU5144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5144
 KU5144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5144
 KU5144.The ellipsoidal height was determined by GPS observations
 KU5144.and is referenced to NAD 83.
 KU5144
 KU5144.The geoid height was determined by GEOID03.
 KU5144
 KU5144;                    North         East     Units Scale Factor Converg.
 KU5144;SPC NY L     -    66,223.479   347,206.638   MT  0.99999609   +0 21 56.5
 KU5144;SPC NY L     -   217,268.20  1,139,127.11   sFT  0.99999609   +0 21 56.5
 KU5144;UTM  18      - 4,513,469.953   631,594.428   MT  0.99981315   +1 01 05.1
 KU5144
 KU5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5144!SPC NY L     -   0.99999814  x   0.99999609  =   0.99999423
 KU5144!UTM  18      -   0.99999814  x   0.99981315  =   0.99981129
 KU5144
 KU5144|---------------------------------------------------------------------|
 KU5144| PID    Reference Object                     Distance      Geod. Az  |
 KU5144|                                                           dddmmss.s |
 KU5144| KU5136 18E 14N                             233.540 METERS 26434     |
 KU5144|---------------------------------------------------------------------|
 KU5144
 KU5144                          SUPERSEDED SURVEY CONTROL
 KU5144
 KU5144  ELLIP H (01/11/99)   11.88   (m)                       GP(       ) 4 1
 KU5144  NAD 83(1996)-  40 45 42.01808(N)    073 26 27.31859(W) AD(       ) 1
 KU5144  NAD 83(1992)-  40 45 42.01796(N)    073 26 27.31834(W) AD(       ) 1
 KU5144  NAD 83(1986)-  40 45 42.01870(N)    073 26 27.31929(W) AD(       ) 1
 KU5144  NGVD 29 (03/24/92)   43.2    (m)          142.     (f) GPS OBS        
 KU5144
 KU5144.Superseded values are not recommended for survey control.
 KU5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5144.See file dsdata.txt to determine how the superseded data were derived.
 KU5144
 KU5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3159413470(NAD 83)
 KU5144_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5144_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5144_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5144_STAMPING: 18E14NAZ
 KU5144_MARK LOGO: NYDPW 
 KU5144_PROJECTION: RECESSED 8 CENTIMETERS
 KU5144_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5144+STABILITY: POSITION/ELEVATION WELL
 KU5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5144+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1990
 KU5144_ROD/PIPE-DEPTH: 20.6 meters
 KU5144_SLEEVE-DEPTH  : 1.52 meters
 KU5144
 KU5144  HISTORY     - Date     Condition        Report By
 KU5144  HISTORY     - 1989     MONUMENTED       SBAS
 KU5144  HISTORY     - 19900625 GOOD
 KU5144
 KU5144                          STATION DESCRIPTION
 KU5144
 KU5144'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5144'THE POINT IS LOCATED IN OLD BETHPAGE, TOWN OF OYSTER BAY, 1145 FEET
 KU5144'(349.0 M) EAST OF THE CENTERLINE OF WINDING ROAD AND 24 FEET (7.3 M)
 KU5144'NORTH OF THE CENTERLINE OF SWEET HOLLOW ROAD,IN THE GRASS AREA
 KU5144'ADJACENT TO THE CURB.
 KU5144'THE LOCATION TIES ARE 75.7 FEET (23.1 M) FROM THE LONG ISLAND LIGHTING
 KU5144'COMPANY UTILITY POLE NUMBER 32, 64.9 FEET (19.8 M) FROM THE LONG
 KU5144'ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 33, 44.6 FEET (13.6 M)
 KU5144'FROM THE SEWER MANHOLE AND 3.0 FEET (0.9 M) FROM THE FACE OF THE CURB.
 KU5144
 KU5144                          STATION RECOVERY (1990)
 KU5144
 KU5144'RECOVERED 1990
 KU5144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1435 ***********************************************************************
 PH1435  DESIGNATION -  19
 PH1435  PID         -  PH1435
 PH1435  STATE/COUNTY-  NY/ST LAWRENCE
 PH1435  USGS QUAD   -  EDWARDSVILLE (1980)
 PH1435
 PH1435                         *CURRENT SURVEY CONTROL
 PH1435  ___________________________________________________________________
 PH1435* NAD 83(1986)-  44 36 25.     (N)    075 37 13.     (W)     SCALED    
 PH1435* NAVD 88     -        75.93   (+/-2cm)     249.1    (feet)  VERTCON   
 PH1435  ___________________________________________________________________
 PH1435  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 PH1435
 PH1435  VERT ORDER  -  ? (See Below)
 PH1435
 PH1435.The horizontal coordinates were scaled from a topographic map and have
 PH1435.an estimated accuracy of +/- 6 seconds.
 PH1435
 PH1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1435.The vertical order pertains to the NGVD 29 superseded value.
 PH1435
 PH1435.The geoid height was determined by GEOID03.
 PH1435
 PH1435;                    North         East    Units  Estimated Accuracy
 PH1435;SPC NY E     -   641,810.       61,080.      MT  (+/- 180 meters Scaled)
 PH1435
 PH1435                          SUPERSEDED SURVEY CONTROL
 PH1435
 PH1435  NGVD 29 (??/??/92)   76.044  (m)          249.49   (f) ADJ UNCH    ?  
 PH1435
 PH1435.Superseded values are not recommended for survey control.
 PH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1435.See file dsdata.txt to determine how the superseded data were derived.
 PH1435
 PH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ507394(NAD 83)
 PH1435_MARKER: B = BOLT
 PH1435_SETTING: 66 = SET IN ROCK OUTCROP
 PH1435_SP_SET: BEDROCK
 PH1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1435+STABILITY: POSITION/ELEVATION WELL
 PH1435
 PH1435  HISTORY     - Date     Condition        Report By
 PH1435  HISTORY     - UNK      MONUMENTED       USLS
 PH1435  HISTORY     - 1943     GOOD             NGS
 PH1435
 PH1435                          STATION DESCRIPTION
 PH1435
 PH1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1435'2 MI NE FROM MORRISTOWN.
 PH1435'ABOUT 2 MILES NORTHEAST OF MORRISTOWN, ST. LAWRENCE COUNTY, ABOUT 330
 PH1435'FEET SOUTHWEST OF THE ROCK LEDGE COTTAGE, ON THE NEW YORK CENTRAL
 PH1435'RAILROAD, 23 FEET NORTHWEST OF THE MOST NORTHWEST RAIL, 66 FEET
 PH1435'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUTH FOSTER COTTAGE, 50 FEET
 PH1435'SOUTHEAST OF THE SOUTHEAST CORNER OF A BOATHOUSE.  1/2 INCH EAST OF
 PH1435'THE EAST SIDE OF AN IRON CONDUIT COVER W/A CHISELED ARROW JUST ABOVE
 PH1435'THE BENCH MARK, AND IN BEDROCK.  THE TOP OF A 1/4-INCH BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2294 ***********************************************************************
 LY2294  DESIGNATION -  19 HBC
 LY2294  PID         -  LY2294
 LY2294  STATE/COUNTY-  NY/SULLIVAN
 LY2294  USGS QUAD   -  POND EDDY (1992)
 LY2294
 LY2294                         *CURRENT SURVEY CONTROL
 LY2294  ___________________________________________________________________
 LY2294* NAD 83(1986)-  41 25 55.     (N)    074 47 54.     (W)     SCALED    
 LY2294* NAVD 88     -       157.157  (meters)     515.61   (feet)  ADJUSTED  
 LY2294  ___________________________________________________________________
 LY2294  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY2294  DYNAMIC HT  -         157.091 (meters)     515.39  (feet)  COMP
 LY2294  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 LY2294
 LY2294  VERT ORDER  -  FIRST     CLASS II
 LY2294
 LY2294.The horizontal coordinates were scaled from a topographic map and have
 LY2294.an estimated accuracy of +/- 6 seconds.
 LY2294
 LY2294.The orthometric height was determined by differential leveling
 LY2294.and adjusted by the National Geodetic Survey in June 1991..
 LY2294
 LY2294.The geoid height was determined by GEOID03.
 LY2294
 LY2294.The dynamic height is computed by dividing the NAVD 88
 LY2294.geopotential number by the normal gravity value computed on the
 LY2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2294.degrees latitude (g = 980.6199 gals.).
 LY2294
 LY2294.The modeled gravity was interpolated from observed gravity values.
 LY2294
 LY2294;                    North         East    Units  Estimated Accuracy
 LY2294;SPC NY E     -   288,560.      125,070.      MT  (+/- 180 meters Scaled)
 LY2294
 LY2294                          SUPERSEDED SURVEY CONTROL
 LY2294
 LY2294.No superseded survey control is available for this station.
 LY2294
 LY2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL168867(NAD 83)
 LY2294_MARKER: DD = SURVEY DISK
 LY2294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY2294_SP_SET: CULVERT HEADWALL
 LY2294_STAMPING: 19 HBC 1964 516
 LY2294_MARK LOGO: USGS  
 LY2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2294+STABILITY: SURFACE MOTION
 LY2294
 LY2294  HISTORY     - Date     Condition        Report By
 LY2294  HISTORY     - 1964     MONUMENTED       USGS
 LY2294  HISTORY     - 1982     GOOD             NGS
 LY2294  HISTORY     - 19930408 GOOD             LOCENG
 LY2294
 LY2294                          STATION DESCRIPTION
 LY2294
 LY2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2294'2.9 KM (1.8 MI) ENE FROM POND EDDY.
 LY2294'2.9 KM (1.8 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 97 FROM THE
 LY2294'NORTHWEST END OF THE STATE LINE BRIDGE OVER THE DELAWARE RIVER IN POND
 LY2294'EDDY, TO THE MARK ON THE LEFT, IN TOP AND IN THE CENTER OF THE WEST
 LY2294'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 9.53 METERS
 LY2294'(31.3 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 4.75 METERS (15.6
 LY2294'FT) NORTHEAST OF A WITNESS POST AND VERTICAL RAILROAD RAIL PROJECTING
 LY2294'1.06 METERS (3.5 FT), 3.92 METERS (12.9 FT) NORTH-NORTHEAST OF
 LY2294'TELEPHONE POLE NUMBER 103, 1.83 METERS (6.0 FT) SOUTH OF THE NORTH END
 LY2294'OF THE CONCRETE HEADWALL OF THE CULVERT.
 LY2294'THE MARK IS 4.57 METERS  NE FROM A WITNESS POST.
 LY2294'THE MARK IS 0.61 M BELOW HIGHWAY.
 LY2294
 LY2294                          STATION RECOVERY (1993)
 LY2294
 LY2294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LY2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0189 ***********************************************************************
 KU0189  DESIGNATION -  19 USE
 KU0189  PID         -  KU0189
 KU0189  STATE/COUNTY-  NY/SUFFOLK
 KU0189  USGS QUAD   -  BELLPORT (1967)
 KU0189
 KU0189                         *CURRENT SURVEY CONTROL
 KU0189  ___________________________________________________________________
 KU0189* NAD 83(1986)-  40 47 00.     (N)    072 54 57.     (W)     SCALED    
 KU0189* NAVD 88     -         5.766  (meters)      18.92   (feet)  ADJUSTED  
 KU0189  ___________________________________________________________________
 KU0189  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU0189  DYNAMIC HT  -           5.764 (meters)      18.91  (feet)  COMP
 KU0189  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 KU0189
 KU0189  VERT ORDER  -  SECOND    CLASS 0
 KU0189
 KU0189.The horizontal coordinates were scaled from a topographic map and have
 KU0189.an estimated accuracy of +/- 6 seconds.
 KU0189
 KU0189.The orthometric height was determined by differential leveling
 KU0189.and adjusted by the National Geodetic Survey in June 1991..
 KU0189
 KU0189.The geoid height was determined by GEOID03.
 KU0189
 KU0189.The dynamic height is computed by dividing the NAVD 88
 KU0189.geopotential number by the normal gravity value computed on the
 KU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0189.degrees latitude (g = 980.6199 gals.).
 KU0189
 KU0189.The modeled gravity was interpolated from observed gravity values.
 KU0189
 KU0189;                    North         East    Units  Estimated Accuracy
 KU0189;SPC NY L     -    69,050.      391,510.      MT  (+/- 180 meters Scaled)
 KU0189
 KU0189                          SUPERSEDED SURVEY CONTROL
 KU0189
 KU0189.No superseded survey control is available for this station.
 KU0189
 KU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL758167(NAD 83)
 KU0189_MARKER: B = BOLT
 KU0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0189_SP_SET: STEP
 KU0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0189
 KU0189  HISTORY     - Date     Condition        Report By
 KU0189  HISTORY     - UNK      MONUMENTED       DOD
 KU0189  HISTORY     - 1932     GOOD             NGS
 KU0189  HISTORY     - 19990320 GOOD             USPSQD
 KU0189
 KU0189                          STATION DESCRIPTION
 KU0189
 KU0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0189'AT BROOKHAVEN.
 KU0189'AT BROOKHAVEN, SUFFOLK COUNTY, 1000 FEET (0.2 MILE) WEST ALONG
 KU0189'THE LONG ISLAND RAILROAD FROM THE STATION, AT THE RAILROAD
 KU0189'BRIDGE OVER SOUTH ROAD, IN THE THIRD STEP FROM THE BOTTOM
 KU0189'OF THE SOUTHWEST WING WALL, IN THE NORTHEAST CORNER OF THE
 KU0189'FIFTH COURSE OF STONE, 23 FEET SOUTH OF THE SOUTH RAIL, AND
 KU0189'11 FEET BELOW THE BASE OF THE RAIL.  A SQUARE-HEADED IRON
 KU0189'BOLT, NEAR THE CHISELED FIGURES BM 19 USED.
 KU0189
 KU0189                          STATION RECOVERY (1999)
 KU0189
 KU0189'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1567 ***********************************************************************
 OF1567  DESIGNATION -  190 MCGS 1969
 OF1567  PID         -  OF1567
 OF1567  STATE/COUNTY-  NY/MONROE
 OF1567  USGS QUAD   -  WEBSTER (1978)
 OF1567
 OF1567                         *CURRENT SURVEY CONTROL
 OF1567  ___________________________________________________________________
 OF1567* NAD 83(1996)-  43 12 25.76635(N)    077 25 49.50002(W)     ADJUSTED  
 OF1567* NAVD 88     -       136.33   (+/-2cm)     447.3    (feet)  VERTCON   
 OF1567  ___________________________________________________________________
 OF1567  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OF1567  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OF1567
 OF1567  HORZ ORDER  -  SECOND
 OF1567  VERT ORDER  -  THIRD ? (See Below)
 OF1567
 OF1567.The horizontal coordinates were established by classical geodetic methods
 OF1567.and adjusted by the National Geodetic Survey in January 1999..
 OF1567
 OF1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1567.The vertical order pertains to the NGVD 29 superseded value.
 OF1567
 OF1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1567
 OF1567.The geoid height was determined by GEOID03.
 OF1567
 OF1567;                    North         East     Units Scale Factor Converg.
 OF1567;SPC NY W     -   356,828.071   443,688.051   MT  1.00004544   +0 47 21.8
 OF1567;SPC NY W     - 1,170,693.43  1,455,666.55   sFT  1.00004544   +0 47 21.8
 OF1567;UTM  18      - 4,786,687.498   302,563.753   MT  1.00007955   -1 39 52.2
 OF1567
 OF1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1567!SPC NY W     -   0.99998422  x   1.00004544  =   1.00002966
 OF1567!UTM  18      -   0.99998422  x   1.00007955  =   1.00006376
 OF1567
 OF1567:                Primary Azimuth Mark                     Grid Az
 OF1567:SPC NY W     -  RIDGECREST                               285 35 04.1
 OF1567:UTM  18      -  RIDGECREST                               288 02 18.1
 OF1567
 OF1567|---------------------------------------------------------------------|
 OF1567| PID    Reference Object                     Distance      Geod. Az  |
 OF1567|                                                           dddmmss.s |
 OF1567| OF1560 RIDGECREST                          APPROX. 0.8 KM 2862225.9 |
 OF1567|---------------------------------------------------------------------|
 OF1567
 OF1567                          SUPERSEDED SURVEY CONTROL
 OF1567
 OF1567  NAD 83(1986)-  43 12 25.77522(N)    077 25 49.49803(W) AD(       ) 2
 OF1567  NAD 27      -  43 12 25.54937(N)    077 25 50.51614(W) AD(       ) 2
 OF1567  NGVD 29 (07/19/86)  136.53   (m)          447.9    (f) LEVELING    3  
 OF1567
 OF1567.Superseded values are not recommended for survey control.
 OF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1567.See file dsdata.txt to determine how the superseded data were derived.
 OF1567
 OF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0256486687(NAD 83)
 OF1567_MARKER: DD = SURVEY DISK
 OF1567_SETTING: 0 = UNSPECIFIED SETTING
 OF1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1567
 OF1567  HISTORY     - Date     Condition        Report By
 OF1567  HISTORY     - 1969     MONUMENTED       NY-055
 OF1567  HISTORY     - 1972     GOOD             NY-055
 OF1567
 OF1567                          STATION DESCRIPTION
 OF1567
 OF1567'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1567'IN WEBSTER ALONG SOUTH STREET (NINE MILE POINT ROAD).
 OF1567'
 OF1567'0.35 MILE SOUTH OF RIDGE ROAD.
 OF1567'
 OF1567'0.50 MILE NORTHEAST OF STATION RIDGECREST, 1969.
 OF1567'
 OF1567'39.6 FEET SOUTH OF EXTENSION OF CENTER OF CLOVER DRIVE.
 OF1567'
 OF1567'32.3 FEET SOUTH OF RTC POLE NO.331
 OF1567'
 OF1567'40.7 FEET SOUTHWEST OF CENTER OF CATCH BASIN.
 OF1567'
 OF1567'23.4 FEET WEST OF CENTER LINE OF PAVEMENT OF SOUTH STREET.
 OF1567'
 OF1567'94.6 FEET NORTH OF HYDRANT.
 OF1567'
 OF1567'90.0 FEET NORTHEAST OF CORNER POST AT SOUTHEAST CORNER OF
 OF1567'FENCED SCHOOL GROUNDS.
 OF1567'
 OF1567'9.0 FEET EAST OF FENCE LINE.
 OF1567'
 OF1567'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1567'DISK STAMPED 190 IN THE TOP OF A CONCRETE POST COVERED 1.2 FEET.
 OF1567
 OF1567                          STATION RECOVERY (1972)
 OF1567
 OF1567'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1567'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1964 ***********************************************************************
 OF1964  DESIGNATION -  1900 MCGS 1972
 OF1964  PID         -  OF1964
 OF1964  STATE/COUNTY-  NY/MONROE
 OF1964  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1964
 OF1964                         *CURRENT SURVEY CONTROL
 OF1964  ___________________________________________________________________
 OF1964* NAD 83(1996)-  43 13 49.80785(N)    077 30 22.56615(W)     ADJUSTED  
 OF1964* NAVD 88     -       110.2    (meters)     362.     (feet)  VERTCON   
 OF1964  ___________________________________________________________________
 OF1964  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OF1964  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1964
 OF1964  HORZ ORDER  -  SECOND
 OF1964
 OF1964.The horizontal coordinates were established by classical geodetic methods
 OF1964.and adjusted by the National Geodetic Survey in January 1999..
 OF1964
 OF1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1964
 OF1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1964
 OF1964.The geoid height was determined by GEOID03.
 OF1964
 OF1964;                    North         East     Units Scale Factor Converg.
 OF1964;SPC NY W     -   359,339.348   437,490.770   MT  1.00003163   +0 44 16.0
 OF1964;SPC NY W     - 1,178,932.51  1,435,334.30   sFT  1.00003163   +0 44 16.0
 OF1964;UTM  18      - 4,789,462.025   296,479.362   MT  1.00010956   -1 43 02.0
 OF1964
 OF1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1964!SPC NY W     -   0.99998834  x   1.00003163  =   1.00001997
 OF1964!UTM  18      -   0.99998834  x   1.00010956  =   1.00009790
 OF1964
 OF1964:                Primary Azimuth Mark                     Grid Az
 OF1964:SPC NY W     -  1901 MCGS 1972                           081 21 52.2
 OF1964:UTM  18      -  1901 MCGS 1972                           083 49 10.2
 OF1964
 OF1964|---------------------------------------------------------------------|
 OF1964| PID    Reference Object                     Distance      Geod. Az  |
 OF1964|                                                           dddmmss.s |
 OF1964| OF1962 1901 MCGS 1972                      411.805 METERS 0820608.2 |
 OF1964| OF1977 1920 MCGS 1972                      242.293 METERS 26605     |
 OF1964|---------------------------------------------------------------------|
 OF1964
 OF1964                          SUPERSEDED SURVEY CONTROL
 OF1964
 OF1964  NAD 83(1986)-  43 13 49.81644(N)    077 30 22.56505(W) AD(       ) 2
 OF1964  NAD 27      -  43 13 49.59154(N)    077 30 23.57304(W) AD(       ) 2
 OF1964  NGVD 29 (07/19/86)  110.4    (m)          362.     (f) VERT ANG       
 OF1964
 OF1964.Superseded values are not recommended for survey control.
 OF1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1964.See file dsdata.txt to determine how the superseded data were derived.
 OF1964
 OF1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9647989462(NAD 83)
 OF1964_MARKER: DD = SURVEY DISK
 OF1964_SETTING: 0 = UNSPECIFIED SETTING
 OF1964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1964
 OF1964  HISTORY     - Date     Condition        Report By
 OF1964  HISTORY     - 1972     MONUMENTED       NY-055
 OF1964  HISTORY     - 19980425 GOOD             USPSQD
 OF1964
 OF1964                          STATION DESCRIPTION
 OF1964
 OF1964'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1964'IN WEBSTER, ON THE S. SIDE OF KLEM RD., ABOUT 800 FT E. OF BAY RD.
 OF1964'
 OF1964'32.0 FT S. OF CENTERLINE KLEM RD.
 OF1964'
 OF1964'11.4 FT W. OF W. RANGELINE OF HOME NO. 485, AND
 OF1964'
 OF1964'70.5 FT NW OF THE N.E. CORNER
 OF1964'
 OF1964'1.0 FT N. OF A MONROE COUNTY WITNESS POST
 OF1964'
 OF1964'A MONROE COUNTY D.P.W. CONTROL SURVEY STANDARD BRONZE DISK
 OF1964'STAMPED 1900 IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1964
 OF1964                          STATION RECOVERY (1998)
 OF1964
 OF1964'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1962 ***********************************************************************
 OF1962  DESIGNATION -  1901 MCGS 1972
 OF1962  PID         -  OF1962
 OF1962  STATE/COUNTY-  NY/MONROE
 OF1962  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1962
 OF1962                         *CURRENT SURVEY CONTROL
 OF1962  ___________________________________________________________________
 OF1962* NAD 83(1996)-  43 13 51.64101(N)    077 30 04.48971(W)     ADJUSTED  
 OF1962* NAVD 88     -       111.8    (meters)     367.     (feet)  VERTCON   
 OF1962  ___________________________________________________________________
 OF1962  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 OF1962  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1962
 OF1962  HORZ ORDER  -  SECOND
 OF1962
 OF1962.The horizontal coordinates were established by classical geodetic methods
 OF1962.and adjusted by the National Geodetic Survey in January 1999..
 OF1962
 OF1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1962
 OF1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1962
 OF1962.The geoid height was determined by GEOID03.
 OF1962
 OF1962;                    North         East     Units Scale Factor Converg.
 OF1962;SPC NY W     -   359,401.182   437,897.920   MT  1.00003251   +0 44 28.4
 OF1962;SPC NY W     - 1,179,135.38  1,436,670.09   sFT  1.00003251   +0 44 28.4
 OF1962;UTM  18      - 4,789,506.365   296,888.818   MT  1.00010751   -1 42 49.7
 OF1962
 OF1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1962!SPC NY W     -   0.99998809  x   1.00003251  =   1.00002060
 OF1962!UTM  18      -   0.99998809  x   1.00010751  =   1.00009560
 OF1962
 OF1962:                Primary Azimuth Mark                     Grid Az
 OF1962:SPC NY W     -  1903 MCGS 1972                           087 21 13.1
 OF1962:UTM  18      -  1903 MCGS 1972                           089 48 31.2
 OF1962
 OF1962|---------------------------------------------------------------------|
 OF1962| PID    Reference Object                     Distance      Geod. Az  |
 OF1962|                                                           dddmmss.s |
 OF1962| OF1593 1903 MCGS 1972                      APPROX. 0.7 KM 0880541.5 |
 OF1962|---------------------------------------------------------------------|
 OF1962
 OF1962                          SUPERSEDED SURVEY CONTROL
 OF1962
 OF1962  NAD 83(1986)-  43 13 51.64962(N)    077 30 04.48858(W) AD(       ) 2
 OF1962  NAD 27      -  43 13 51.42467(N)    077 30 05.49721(W) AD(       ) 2
 OF1962  NGVD 29 (07/19/86)  112.0    (m)          367.     (f) VERT ANG       
 OF1962
 OF1962.Superseded values are not recommended for survey control.
 OF1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1962.See file dsdata.txt to determine how the superseded data were derived.
 OF1962
 OF1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9688989506(NAD 83)
 OF1962_MARKER: DD = SURVEY DISK
 OF1962_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1962+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OF1962
 OF1962  HISTORY     - Date     Condition        Report By
 OF1962  HISTORY     - 1972     MONUMENTED       NY-055
 OF1962  HISTORY     - 1983     GOOD             USPSQD
 OF1962  HISTORY     - 19980425 GOOD             USPSQD
 OF1962  HISTORY     - 20040501 GOOD             USPSQD
 OF1962
 OF1962                          STATION DESCRIPTION
 OF1962
 OF1962'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1962'IN WEBSTER, IN THE NE CORNER OF THE INTERSECTION OF KLEM RD. AND
 OF1962'GLENVIEW COURT EAST.
 OF1962'
 OF1962'23.2 FT E OF THE W RANGELINE OF HOUSE NO. 540
 OF1962'
 OF1962'20.8 FT E OF A GAS VALVE
 OF1962'
 OF1962'22.0 FT NE OF A MANHOLE
 OF1962'
 OF1962'12.1 FT W OF UTILITY POLE RTC 47, RG AND E T11
 OF1962'
 OF1962'1.0 FT S. OF A MONROE COUNTY WITNESS POST
 OF1962'
 OF1962'A MONROE COUNTY D.P.W. CONTROL SURVEY STANDARD BRONZE DISK
 OF1962'STAMPED 1901 IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1962
 OF1962                          STATION RECOVERY (1983)
 OF1962
 OF1962'RECOVERY NOTE BY US POWER SQUADRON 1983 (WG)
 OF1962'STATION FOUND GOOD 5/31/83.
 OF1962
 OF1962                          STATION RECOVERY (1998)
 OF1962
 OF1962'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1962'RECOVERED IN GOOD CONDITION.
 OF1962
 OF1962                          STATION RECOVERY (2004)
 OF1962
 OF1962'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1962'LOCATED 2 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1598 ***********************************************************************
 OF1598  DESIGNATION -  1902 MCGS 1972
 OF1598  PID         -  OF1598
 OF1598  STATE/COUNTY-  NY/MONROE
 OF1598  USGS QUAD   -  WEBSTER (1978)
 OF1598
 OF1598                         *CURRENT SURVEY CONTROL
 OF1598  ___________________________________________________________________
 OF1598* NAD 83(1996)-  43 13 52.28447(N)    077 29 47.03859(W)     ADJUSTED  
 OF1598* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 OF1598  ___________________________________________________________________
 OF1598  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OF1598  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1598
 OF1598  HORZ ORDER  -  SECOND
 OF1598
 OF1598.The horizontal coordinates were established by classical geodetic methods
 OF1598.and adjusted by the National Geodetic Survey in January 1999..
 OF1598
 OF1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1598
 OF1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1598
 OF1598.The geoid height was determined by GEOID03.
 OF1598
 OF1598;                    North         East     Units Scale Factor Converg.
 OF1598;SPC NY W     -   359,426.144   438,291.430   MT  1.00003336   +0 44 40.3
 OF1598;SPC NY W     - 1,179,217.27  1,437,961.13   sFT  1.00003336   +0 44 40.3
 OF1598;UTM  18      - 4,789,514.449   297,283.065   MT  1.00010554   -1 42 37.7
 OF1598
 OF1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1598!SPC NY W     -   0.99998853  x   1.00003336  =   1.00002189
 OF1598!UTM  18      -   0.99998853  x   1.00010554  =   1.00009407
 OF1598
 OF1598|---------------------------------------------------------------------|
 OF1598| PID    Reference Object                     Distance      Geod. Az  |
 OF1598|                                                           dddmmss.s |
 OF1598| OF1593 1903 MCGS 1972                      270.410 METERS 08932     |
 OF1598| OF1595 1904 MCGS 1972                      275.596 METERS 09315     |
 OF1598| OF1962 1901 MCGS 1972                      394.288 METERS 26707     |
 OF1598|---------------------------------------------------------------------|
 OF1598
 OF1598                          SUPERSEDED SURVEY CONTROL
 OF1598
 OF1598  NAD 83(1986)-  43 13 52.29310(N)    077 29 47.03741(W) AD(       ) 2
 OF1598  NAD 27      -  43 13 52.06810(N)    077 29 48.04669(W) AD(       ) 2
 OF1598  NGVD 29 (07/19/86)  109.2    (m)          358.     (f) VERT ANG       
 OF1598
 OF1598.Superseded values are not recommended for survey control.
 OF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1598.See file dsdata.txt to determine how the superseded data were derived.
 OF1598
 OF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9728389514(NAD 83)
 OF1598_MARKER: DD = SURVEY DISK
 OF1598_SETTING: 0 = UNSPECIFIED SETTING
 OF1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1598
 OF1598  HISTORY     - Date     Condition        Report By
 OF1598  HISTORY     - 1972     MONUMENTED       NY-055
 OF1598  HISTORY     - 19961023 GOOD             USPSQD
 OF1598  HISTORY     - 20021005 GOOD             USPSQD
 OF1598
 OF1598                          STATION DESCRIPTION
 OF1598
 OF1598'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1598'IN WEBSTER AT THE INTERSECTION OF KLEM ROAD AND MAPLE DRIVE.
 OF1598'
 OF1598'24.0 FT N. OF THE CENTER OF KLEM RD.
 OF1598'
 OF1598'42.0 FT E. OF A HYDRANT
 OF1598'
 OF1598'67.0 FT W. OF UTILITY POLE RG AND E 17, RTC38
 OF1598'
 OF1598'3.0 FT S. OF A MONROE COUNTY WITNESS POST.
 OF1598'
 OF1598'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1598'1902 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 OF1598
 OF1598                          STATION RECOVERY (1996)
 OF1598
 OF1598'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1598'RECOVERED IN GOOD CONDITION.
 OF1598
 OF1598                          STATION RECOVERY (2002)
 OF1598
 OF1598'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0955 ***********************************************************************
 MZ0955  DESIGNATION -  190.27
 MZ0955  PID         -  MZ0955
 MZ0955  STATE/COUNTY-  NY/RENSSELAER
 MZ0955  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0955
 MZ0955                         *CURRENT SURVEY CONTROL
 MZ0955  ___________________________________________________________________
 MZ0955* NAD 83(1986)-  42 30 46.     (N)    073 42 10.     (W)     SCALED    
 MZ0955* NAVD 88     -        76.305  (meters)     250.34   (feet)  ADJUSTED  
 MZ0955  ___________________________________________________________________
 MZ0955  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ0955  DYNAMIC HT  -          76.282 (meters)     250.27  (feet)  COMP
 MZ0955  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 MZ0955
 MZ0955  VERT ORDER  -  FIRST     CLASS II
 MZ0955
 MZ0955.The horizontal coordinates were scaled from a topographic map and have
 MZ0955.an estimated accuracy of +/- 6 seconds.
 MZ0955
 MZ0955.The orthometric height was determined by differential leveling
 MZ0955.and adjusted by the National Geodetic Survey in June 1991..
 MZ0955
 MZ0955.The geoid height was determined by GEOID03.
 MZ0955
 MZ0955.The dynamic height is computed by dividing the NAVD 88
 MZ0955.geopotential number by the normal gravity value computed on the
 MZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0955.degrees latitude (g = 980.6199 gals.).
 MZ0955
 MZ0955.The modeled gravity was interpolated from observed gravity values.
 MZ0955
 MZ0955;                    North         East    Units  Estimated Accuracy
 MZ0955;SPC NY E     -   408,860.      215,510.      MT  (+/- 180 meters Scaled)
 MZ0955
 MZ0955                          SUPERSEDED SURVEY CONTROL
 MZ0955
 MZ0955  NGVD 29 (??/??/92)   76.515  (m)          251.03   (f) ADJ UNCH    1 2
 MZ0955
 MZ0955.Superseded values are not recommended for survey control.
 MZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0955.See file dsdata.txt to determine how the superseded data were derived.
 MZ0955
 MZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN065075(NAD 83)
 MZ0955_MARKER: Q = CHISELED SQUARE
 MZ0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0955_SP_SET: BRIDGE
 MZ0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0955
 MZ0955  HISTORY     - Date     Condition        Report By
 MZ0955  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0955  HISTORY     - 1969     POOR             NGS
 MZ0955
 MZ0955                          STATION DESCRIPTION
 MZ0955
 MZ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MZ0955'AT VAN HOESEN.
 MZ0955'400 FEET NORTH OF SITE OF OLD VAN HOESEN STATION, 800 FEET EAST OF
 MZ0955'CROSSROAD IN SOUTH SCHODACK AND 220 FEET SOUTH FROM CENTER LINE OF
 MZ0955'COUNTY ROAD 52 AND BRIDGE NO. 190.27, ALONG WEST SIDE OF BOSTON AND
 MZ0955'ALBANY RAILROAD TRACK.  IN SOUTHEAST CORNER OF A LONG, CONCRETE
 MZ0955'RETAINING WALL RUNNING SOUTH FROM THE BRIDGE, 21 FEET WEST OF THE WEST
 MZ0955'RAIL, 3 FEET ABOVE GROUND LEVEL, AND 1 FOOT HIGHER THAN RAILS.
 MZ0955'NOTE--THE CHISELED SQUARE IS SO WORN THAT IT CAN BARELY BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1593 ***********************************************************************
 OF1593  DESIGNATION -  1903 MCGS 1972
 OF1593  PID         -  OF1593
 OF1593  STATE/COUNTY-  NY/MONROE
 OF1593  USGS QUAD   -  WEBSTER (1978)
 OF1593
 OF1593                         *CURRENT SURVEY CONTROL
 OF1593  ___________________________________________________________________
 OF1593* NAD 83(1996)-  43 13 52.35586(N)    077 29 35.05549(W)     ADJUSTED  
 OF1593* NAVD 88     -       111.2    (meters)     365.     (feet)  VERTCON   
 OF1593  ___________________________________________________________________
 OF1593  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OF1593  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1593
 OF1593  HORZ ORDER  -  SECOND
 OF1593
 OF1593.The horizontal coordinates were established by classical geodetic methods
 OF1593.and adjusted by the National Geodetic Survey in January 1999..
 OF1593
 OF1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1593
 OF1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1593
 OF1593.The geoid height was determined by GEOID03.
 OF1593
 OF1593;                    North         East     Units Scale Factor Converg.
 OF1593;SPC NY W     -   359,431.866   438,561.788   MT  1.00003395   +0 44 48.5
 OF1593;SPC NY W     - 1,179,236.05  1,438,848.13   sFT  1.00003395   +0 44 48.5
 OF1593;UTM  18      - 4,789,508.585   297,553.440   MT  1.00010419   -1 42 29.5
 OF1593
 OF1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1593!SPC NY W     -   0.99998818  x   1.00003395  =   1.00002213
 OF1593!UTM  18      -   0.99998818  x   1.00010419  =   1.00009237
 OF1593
 OF1593:                Primary Azimuth Mark                     Grid Az
 OF1593:SPC NY W     -  1905 MCGS 1972                           098 43 31.6
 OF1593:UTM  18      -  1905 MCGS 1972                           101 10 49.6
 OF1593
 OF1593|---------------------------------------------------------------------|
 OF1593| PID    Reference Object                     Distance      Geod. Az  |
 OF1593|                                                           dddmmss.s |
 OF1593| OF1597 1905 MCGS 1972                      466.437 METERS 0992820.1 |
 OF1593| OF1595 1904 MCGS 1972                       18.458 METERS 16505     |
 OF1593| OF1598 1902 MCGS 1972                      270.410 METERS 26932     |
 OF1593|---------------------------------------------------------------------|
 OF1593
 OF1593                          SUPERSEDED SURVEY CONTROL
 OF1593
 OF1593  NAD 83(1986)-  43 13 52.36451(N)    077 29 35.05429(W) AD(       ) 2
 OF1593  NAD 27      -  43 13 52.13946(N)    077 29 36.06400(W) AD(       ) 2
 OF1593  NGVD 29 (07/19/86)  111.4    (m)          365.     (f) VERT ANG       
 OF1593
 OF1593.Superseded values are not recommended for survey control.
 OF1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1593.See file dsdata.txt to determine how the superseded data were derived.
 OF1593
 OF1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9755389509(NAD 83)
 OF1593_MARKER: DD = SURVEY DISK
 OF1593_SETTING: 0 = UNSPECIFIED SETTING
 OF1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1593
 OF1593  HISTORY     - Date     Condition        Report By
 OF1593  HISTORY     - 1972     MONUMENTED       NY-055
 OF1593  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 OF1593  HISTORY     - 20021005 GOOD             USPSQD
 OF1593
 OF1593                          STATION DESCRIPTION
 OF1593
 OF1593'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1593'IN WEBSTER ON THE N. SIDE OF KLEM RD., 350 FT + OR - E. OF DRUMM RD.
 OF1593'
 OF1593'25 FT N. OF CENTERLINE
 OF1593'
 OF1593'5 FT SE OF UTILITY POLE RTC 33, RG AND E 20B
 OF1593'
 OF1593'150.4 FT SE OF THE SW CORNER, AND
 OF1593'
 OF1593'118.4 FT S. OF THE SE CORNER OF HOUSE NO. 626
 OF1593'
 OF1593'4.5 FT N. OF THE S. EDGE OF THE N CONCRETE GUTTER.
 OF1593'
 OF1593'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1593'1903 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1593
 OF1593                          STATION RECOVERY (1996)
 OF1593
 OF1593'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1593'MARK NOT FOUND.
 OF1593
 OF1593                          STATION RECOVERY (2002)
 OF1593
 OF1593'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1595 ***********************************************************************
 OF1595  DESIGNATION -  1904 MCGS 1972
 OF1595  PID         -  OF1595
 OF1595  STATE/COUNTY-  NY/MONROE
 OF1595  USGS QUAD   -  WEBSTER (1978)
 OF1595
 OF1595                         *CURRENT SURVEY CONTROL
 OF1595  ___________________________________________________________________
 OF1595* NAD 83(1996)-  43 13 51.77789(N)    077 29 34.84491(W)     ADJUSTED  
 OF1595* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 OF1595  ___________________________________________________________________
 OF1595  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OF1595  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1595
 OF1595  HORZ ORDER  -  SECOND
 OF1595
 OF1595.The horizontal coordinates were established by classical geodetic methods
 OF1595.and adjusted by the National Geodetic Survey in January 1999..
 OF1595
 OF1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1595
 OF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1595
 OF1595.The geoid height was determined by GEOID03.
 OF1595
 OF1595;                    North         East     Units Scale Factor Converg.
 OF1595;SPC NY W     -   359,414.093   438,566.772   MT  1.00003396   +0 44 48.7
 OF1595;SPC NY W     - 1,179,177.74  1,438,864.48   sFT  1.00003396   +0 44 48.7
 OF1595;UTM  18      - 4,789,490.613   297,557.658   MT  1.00010417   -1 42 29.3
 OF1595
 OF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1595!SPC NY W     -   0.99998815  x   1.00003396  =   1.00002211
 OF1595!UTM  18      -   0.99998815  x   1.00010417  =   1.00009232
 OF1595
 OF1595:                Primary Azimuth Mark                     Grid Az
 OF1595:SPC NY W     -  1905 MCGS 1972                           096 37 37.3
 OF1595:UTM  18      -  1905 MCGS 1972                           099 04 55.3
 OF1595
 OF1595|---------------------------------------------------------------------|
 OF1595| PID    Reference Object                     Distance      Geod. Az  |
 OF1595|                                                           dddmmss.s |
 OF1595| OF1597 1905 MCGS 1972                      459.122 METERS 0972226.0 |
 OF1595| OF1598 1902 MCGS 1972                      275.596 METERS 27315     |
 OF1595| OF1593 1903 MCGS 1972                       18.458 METERS 34505     |
 OF1595|---------------------------------------------------------------------|
 OF1595
 OF1595                          SUPERSEDED SURVEY CONTROL
 OF1595
 OF1595  NAD 83(1986)-  43 13 51.78654(N)    077 29 34.84371(W) AD(       ) 2
 OF1595  NAD 27      -  43 13 51.56149(N)    077 29 35.85344(W) AD(       ) 2
 OF1595  NGVD 29 (07/19/86)  111.6    (m)          366.     (f) VERT ANG       
 OF1595
 OF1595.Superseded values are not recommended for survey control.
 OF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1595.See file dsdata.txt to determine how the superseded data were derived.
 OF1595
 OF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9755889491(NAD 83)
 OF1595_MARKER: DD = SURVEY DISK
 OF1595_SETTING: 0 = UNSPECIFIED SETTING
 OF1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1595
 OF1595  HISTORY     - Date     Condition        Report By
 OF1595  HISTORY     - 1972     MONUMENTED       NY-055
 OF1595  HISTORY     - 19961023 GOOD             USPSQD
 OF1595  HISTORY     - 20021005 GOOD             USPSQD
 OF1595
 OF1595                          STATION DESCRIPTION
 OF1595
 OF1595'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1595'IN WEBSTER, ON THE S. SIDE OF KLEM RD., 400 FT E OF DRUMM RD.
 OF1595'
 OF1595'32 FT S. OF CENTERLINE
 OF1595'
 OF1595'12 FT S. OF N. FACE OF S. CONCRETE GUTTER
 OF1595'
 OF1595'77.2 FT N. OF NW CORNER OF HOUSE NO. 631
 OF1595'
 OF1595'4.0 FT W. OF W. RANGE LINE OF HOUSE NO. 628
 OF1595'
 OF1595'2.0 FT S. OF A MONROE COUNTY WITNESS POST
 OF1595'
 OF1595'A MONROE COUNTY D.P.W. CONTROL SURVEY STANDARD BRONZE DISK
 OF1595'STAMPED 1904 IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1595
 OF1595                          STATION RECOVERY (1996)
 OF1595
 OF1595'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1595'RECOVERED IN GOOD CONDITION.
 OF1595
 OF1595                          STATION RECOVERY (2002)
 OF1595
 OF1595'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1597 ***********************************************************************
 OF1597  DESIGNATION -  1905 MCGS 1972
 OF1597  PID         -  OF1597
 OF1597  STATE/COUNTY-  NY/MONROE
 OF1597  USGS QUAD   -  WEBSTER (1978)
 OF1597
 OF1597                         *CURRENT SURVEY CONTROL
 OF1597  ___________________________________________________________________
 OF1597* NAD 83(1996)-  43 13 49.86797(N)    077 29 14.66689(W)     ADJUSTED  
 OF1597* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 OF1597  ___________________________________________________________________
 OF1597  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 OF1597  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1597
 OF1597  HORZ ORDER  -  SECOND
 OF1597
 OF1597.The horizontal coordinates were established by classical geodetic methods
 OF1597.and adjusted by the National Geodetic Survey in January 1999..
 OF1597
 OF1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1597
 OF1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1597
 OF1597.The geoid height was determined by GEOID03.
 OF1597
 OF1597;                    North         East     Units Scale Factor Converg.
 OF1597;SPC NY W     -   359,361.106   439,022.842   MT  1.00003495   +0 45 02.5
 OF1597;SPC NY W     - 1,179,003.90  1,440,360.77   sFT  1.00003495   +0 45 02.5
 OF1597;UTM  18      - 4,789,418.133   298,011.071   MT  1.00010192   -1 42 15.4
 OF1597
 OF1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1597!SPC NY W     -   0.99998815  x   1.00003495  =   1.00002310
 OF1597!UTM  18      -   0.99998815  x   1.00010192  =   1.00009007
 OF1597
 OF1597|---------------------------------------------------------------------|
 OF1597| PID    Reference Object                     Distance      Geod. Az  |
 OF1597|                                                           dddmmss.s |
 OF1597| OF1585 1907 MCGS 1972                      375.699 METERS 09537     |
 OF1597| OF1595 1904 MCGS 1972                      459.122 METERS 2772239.9 |
 OF1597|---------------------------------------------------------------------|
 OF1597
 OF1597                          SUPERSEDED SURVEY CONTROL
 OF1597
 OF1597  NAD 83(1986)-  43 13 49.87665(N)    077 29 14.66563(W) AD(       ) 2
 OF1597  NAD 27      -  43 13 49.65151(N)    077 29 15.67612(W) AD(       ) 2
 OF1597  NGVD 29 (07/19/86)  111.6    (m)          366.     (f) VERT ANG       
 OF1597
 OF1597.Superseded values are not recommended for survey control.
 OF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1597.See file dsdata.txt to determine how the superseded data were derived.
 OF1597
 OF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9801189418(NAD 83)
 OF1597_MARKER: DD = SURVEY DISK
 OF1597_SETTING: 0 = UNSPECIFIED SETTING
 OF1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1597
 OF1597  HISTORY     - Date     Condition        Report By
 OF1597  HISTORY     - 1972     MONUMENTED       NY-055
 OF1597  HISTORY     - 19961023 GOOD             USPSQD
 OF1597  HISTORY     - 20021005 GOOD             USPSQD
 OF1597
 OF1597                          STATION DESCRIPTION
 OF1597
 OF1597'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1597'IN WEBSTER, AT THE SW CORNER OF THE INTERSECTION OF KLEM RD. AND
 OF1597'GRAVEL RD.
 OF1597'
 OF1597'31.0 FT S. OF THE CENTER OF KLEM RD.
 OF1597'
 OF1597'12.0 FT W. OF THE CENTER OF GRAVEL RD.
 OF1597'
 OF1597'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1597'1905 IN THE TOP OF A CONCRETE POST WHICH IS IN A CAST IRON FRAME
 OF1597'AND COVER AT PAVEMENT GRADE.
 OF1597
 OF1597                          STATION RECOVERY (1996)
 OF1597
 OF1597'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1597'RECOVERED IN GOOD CONDITION.
 OF1597
 OF1597                          STATION RECOVERY (2002)
 OF1597
 OF1597'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1589 ***********************************************************************
 OF1589  DESIGNATION -  1906 MCGS 1972
 OF1589  PID         -  OF1589
 OF1589  STATE/COUNTY-  NY/MONROE
 OF1589  USGS QUAD   -  WEBSTER (1978)
 OF1589
 OF1589                         *CURRENT SURVEY CONTROL
 OF1589  ___________________________________________________________________
 OF1589* NAD 83(1996)-  43 13 49.32666(N)    077 28 59.24048(W)     ADJUSTED  
 OF1589* NAVD 88     -       106.0    (meters)     348.     (feet)  VERTCON   
 OF1589  ___________________________________________________________________
 OF1589  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 OF1589  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1589
 OF1589  HORZ ORDER  -  SECOND
 OF1589
 OF1589.The horizontal coordinates were established by classical geodetic methods
 OF1589.and adjusted by the National Geodetic Survey in January 1999..
 OF1589
 OF1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1589
 OF1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1589
 OF1589.The geoid height was determined by GEOID03.
 OF1589
 OF1589;                    North         East     Units Scale Factor Converg.
 OF1589;SPC NY W     -   359,348.971   439,371.148   MT  1.00003572   +0 45 13.0
 OF1589;SPC NY W     - 1,178,964.08  1,441,503.51   sFT  1.00003572   +0 45 13.0
 OF1589;UTM  18      - 4,789,391.089   298,358.560   MT  1.00010019   -1 42 04.8
 OF1589
 OF1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1589!SPC NY W     -   0.99998900  x   1.00003572  =   1.00002472
 OF1589!UTM  18      -   0.99998900  x   1.00010019  =   1.00008918
 OF1589
 OF1589                          SUPERSEDED SURVEY CONTROL
 OF1589
 OF1589  NAD 83(1986)-  43 13 49.33535(N)    077 28 59.23916(W) AD(       ) 2
 OF1589  NAD 27      -  43 13 49.11017(N)    077 29 00.25026(W) AD(       ) 2
 OF1589  NGVD 29 (07/19/86)  106.2    (m)          348.     (f) VERT ANG       
 OF1589
 OF1589.Superseded values are not recommended for survey control.
 OF1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1589.See file dsdata.txt to determine how the superseded data were derived.
 OF1589
 OF1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9835989391(NAD 83)
 OF1589_MARKER: DD = SURVEY DISK
 OF1589_SETTING: 0 = UNSPECIFIED SETTING
 OF1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1589
 OF1589  HISTORY     - Date     Condition        Report By
 OF1589  HISTORY     - 1972     MONUMENTED       NY-055
 OF1589  HISTORY     - 19940513 GOOD             USPSQD
 OF1589
 OF1589                          STATION DESCRIPTION
 OF1589
 OF1589'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1589'IN WEBSTER ON THE N. SIDE OF KLEM RD.
 OF1589'
 OF1589'97. FT W. OF THE CENTERLINE OF VAN ALSTYN RD.
 OF1589'
 OF1589'32.0 FT N. OF THE CENTERLINE OF KLEM RD.
 OF1589'
 OF1589'107+ OR - FT NW OF STATION 1907 (MCGS) 1972
 OF1589'
 OF1589'52.4 FT E. OF A HYDRANT
 OF1589'
 OF1589'100.6 FT SW OF UTILITY POLE - RG AND E 22.8, RTC 1
 OF1589'
 OF1589'2.0 FT S. OF A MONROE COUNTY WITNESS POST.
 OF1589'
 OF1589'A MONROE COUNTY DPW CONTROL SURVEY STANDARD BRONZE DISK STAMPED
 OF1589'1906 IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1589
 OF1589                          STATION RECOVERY (1994)
 OF1589
 OF1589'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1585 ***********************************************************************
 OF1585  DESIGNATION -  1907 MCGS 1972
 OF1585  PID         -  OF1585
 OF1585  STATE/COUNTY-  NY/MONROE
 OF1585  USGS QUAD   -  WEBSTER (1978)
 OF1585
 OF1585                         *CURRENT SURVEY CONTROL
 OF1585  ___________________________________________________________________
 OF1585* NAD 83(1996)-  43 13 48.67650(N)    077 28 58.09755(W)     ADJUSTED  
 OF1585* NAVD 88     -       107.3    (meters)     352.     (feet)  VERTCON   
 OF1585  ___________________________________________________________________
 OF1585  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 OF1585  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1585
 OF1585  HORZ ORDER  -  SECOND
 OF1585
 OF1585.The horizontal coordinates were established by classical geodetic methods
 OF1585.and adjusted by the National Geodetic Survey in January 1999..
 OF1585
 OF1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1585
 OF1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1585
 OF1585.The geoid height was determined by GEOID03.
 OF1585
 OF1585;                    North         East     Units Scale Factor Converg.
 OF1585;SPC NY W     -   359,329.247   439,397.201   MT  1.00003578   +0 45 13.8
 OF1585;SPC NY W     - 1,178,899.37  1,441,588.98   sFT  1.00003578   +0 45 13.8
 OF1585;UTM  18      - 4,789,370.266   298,383.746   MT  1.00010006   -1 42 04.0
 OF1585
 OF1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1585!SPC NY W     -   0.99998879  x   1.00003578  =   1.00002457
 OF1585!UTM  18      -   0.99998879  x   1.00010006  =   1.00008885
 OF1585
 OF1585:                Primary Azimuth Mark                     Grid Az
 OF1585:SPC NY W     -  1909 MCGS 1972                           085 51 07.5
 OF1585:UTM  18      -  1909 MCGS 1972                           088 18 25.3
 OF1585
 OF1585|---------------------------------------------------------------------|
 OF1585| PID    Reference Object                     Distance      Geod. Az  |
 OF1585|                                                           dddmmss.s |
 OF1585| OF1577 1909 MCGS 1972                      APPROX. 0.6 KM 0863621.3 |
 OF1585| OF1597 1905 MCGS 1972                      375.699 METERS 27537     |
 OF1585| OF1589 1906 MCGS 1972                       32.676 METERS 30753     |
 OF1585|---------------------------------------------------------------------|
 OF1585
 OF1585                          SUPERSEDED SURVEY CONTROL
 OF1585
 OF1585  NAD 83(1986)-  43 13 48.68519(N)    077 28 58.09623(W) AD(       ) 2
 OF1585  NAD 27      -  43 13 48.46000(N)    077 28 59.10736(W) AD(       ) 2
 OF1585  NGVD 29 (07/19/86)  107.5    (m)          353.     (f) VERT ANG       
 OF1585
 OF1585.Superseded values are not recommended for survey control.
 OF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1585.See file dsdata.txt to determine how the superseded data were derived.
 OF1585
 OF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9838489370(NAD 83)
 OF1585_MARKER: DD = SURVEY DISK
 OF1585_SETTING: 0 = UNSPECIFIED SETTING
 OF1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1585
 OF1585  HISTORY     - Date     Condition        Report By
 OF1585  HISTORY     - 1972     MONUMENTED       NY-055
 OF1585  HISTORY     - 19940513 GOOD             USPSQD
 OF1585
 OF1585                          STATION DESCRIPTION
 OF1585
 OF1585'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1585'IN WEBSTER AT THE INTERSECTION OF KLEM RD. AND VAN ALSTYNE RD.
 OF1585'
 OF1585'31.6 FT S. OF THE CENTERLINE OF KLEM RD.,
 OF1585'
 OF1585'11.9 FT S. OF THE N. FACE OF THE S. CONCRETE GUTTER
 OF1585'
 OF1585'55.6 FT W. OF UTILITY POLE - RG AND E 33A, RTC 13
 OF1585'
 OF1585'36.4 FT NW OF THE NE CORNER OF THE PORCH, AND
 OF1585'
 OF1585'31.8 FT N. OF THE NW CORNER OF HOUSE NO. 745
 OF1585'
 OF1585'1.0 FT N. OF A MONROE COUNTY WITNESS POST.
 OF1585'
 OF1585'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1585'1907 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF1585
 OF1585                          STATION RECOVERY (1994)
 OF1585
 OF1585'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1586 ***********************************************************************
 OF1586  DESIGNATION -  1908 MCGS 1972
 OF1586  PID         -  OF1586
 OF1586  STATE/COUNTY-  NY/MONROE
 OF1586  USGS QUAD   -  WEBSTER (1978)
 OF1586
 OF1586                         *CURRENT SURVEY CONTROL
 OF1586  ___________________________________________________________________
 OF1586* NAD 83(1996)-  43 13 48.89318(N)    077 28 45.76477(W)     ADJUSTED  
 OF1586* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 OF1586  ___________________________________________________________________
 OF1586  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 OF1586  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1586
 OF1586  HORZ ORDER  -  SECOND
 OF1586
 OF1586.The horizontal coordinates were established by classical geodetic methods
 OF1586.and adjusted by the National Geodetic Survey in January 1999..
 OF1586
 OF1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1586
 OF1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1586
 OF1586.The geoid height was determined by GEOID03.
 OF1586
 OF1586;                    North         East     Units Scale Factor Converg.
 OF1586;SPC NY W     -   359,339.601   439,675.395   MT  1.00003639   +0 45 22.3
 OF1586;SPC NY W     - 1,178,933.34  1,442,501.69   sFT  1.00003639   +0 45 22.3
 OF1586;UTM  18      - 4,789,368.694   298,662.145   MT  1.00009868   -1 41 55.6
 OF1586
 OF1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1586!SPC NY W     -   0.99998887  x   1.00003639  =   1.00002526
 OF1586!UTM  18      -   0.99998887  x   1.00009868  =   1.00008755
 OF1586
 OF1586|---------------------------------------------------------------------|
 OF1586| PID    Reference Object                     Distance      Geod. Az  |
 OF1586|                                                           dddmmss.s |
 OF1586| OF1577 1909 MCGS 1972                      275.987 METERS 08434     |
 OF1586| OF1597 1905 MCGS 1972                      APPROX. 0.7 KM 2723837.2 |
 OF1586|---------------------------------------------------------------------|
 OF1586
 OF1586                          SUPERSEDED SURVEY CONTROL
 OF1586
 OF1586  NAD 83(1986)-  43 13 48.90188(N)    077 28 45.76345(W) AD(       ) 2
 OF1586  NAD 27      -  43 13 48.67665(N)    077 28 46.77501(W) AD(       ) 2
 OF1586  NGVD 29 (07/19/86)  107.0    (m)          351.     (f) VERT ANG       
 OF1586
 OF1586.Superseded values are not recommended for survey control.
 OF1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1586.See file dsdata.txt to determine how the superseded data were derived.
 OF1586
 OF1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9866289369(NAD 83)
 OF1586_MARKER: DD = SURVEY DISK
 OF1586_SETTING: 0 = UNSPECIFIED SETTING
 OF1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1586
 OF1586  HISTORY     - Date     Condition        Report By
 OF1586  HISTORY     - 1972     MONUMENTED       NY-055
 OF1586  HISTORY     - 19961023 GOOD             USPSQD
 OF1586  HISTORY     - 20021005 GOOD             USPSQD
 OF1586
 OF1586                          STATION DESCRIPTION
 OF1586
 OF1586'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1586'IN WEBSTER ON THE S. SIDE OF KLEM RD.
 OF1586'
 OF1586'31.8 FT S. OF CENTERLINE OF KLEM RD.
 OF1586'
 OF1586'12.1 FT S. OF N. FACE OF S. CONCRETE GUTTER
 OF1586'
 OF1586'1.0 FT E. OF E. RANGELINE OF HOUSE NO. 778
 OF1586'
 OF1586'69.5 FT E. OF THE CENTER OF A STORM INLET
 OF1586'
 OF1586'51.2 FT W. OF UTILITY POLE RG AND E 6A, RTC 7
 OF1586'
 OF1586'A MONROE COUNTY DPW CONTROL SURVEY STANDARD BRONZE DISK STAMPED
 OF1586'1908 IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1586
 OF1586                          STATION RECOVERY (1996)
 OF1586
 OF1586'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1586'RECOVERED IN GOOD CONDITION.
 OF1586
 OF1586                          STATION RECOVERY (2002)
 OF1586
 OF1586'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1577 ***********************************************************************
 OF1577  DESIGNATION -  1909 MCGS 1972
 OF1577  PID         -  OF1577
 OF1577  STATE/COUNTY-  NY/MONROE
 OF1577  USGS QUAD   -  WEBSTER (1978)
 OF1577
 OF1577                         *CURRENT SURVEY CONTROL
 OF1577  ___________________________________________________________________
 OF1577* NAD 83(1996)-  43 13 49.73861(N)    077 28 33.58905(W)     ADJUSTED  
 OF1577* NAVD 88     -       111.8    (meters)     367.     (feet)  VERTCON   
 OF1577  ___________________________________________________________________
 OF1577  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OF1577  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1577
 OF1577  HORZ ORDER  -  SECOND
 OF1577
 OF1577.The horizontal coordinates were established by classical geodetic methods
 OF1577.and adjusted by the National Geodetic Survey in January 1999..
 OF1577
 OF1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1577
 OF1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1577
 OF1577.The geoid height was determined by GEOID03.
 OF1577
 OF1577;                    North         East     Units Scale Factor Converg.
 OF1577;SPC NY W     -   359,369.322   439,949.787   MT  1.00003700   +0 45 30.6
 OF1577;SPC NY W     - 1,179,030.85  1,443,401.93   sFT  1.00003700   +0 45 30.6
 OF1577;UTM  18      - 4,789,386.635   298,937.576   MT  1.00009732   -1 41 47.3
 OF1577
 OF1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1577!SPC NY W     -   0.99998809  x   1.00003700  =   1.00002508
 OF1577!UTM  18      -   0.99998809  x   1.00009732  =   1.00008540
 OF1577
 OF1577|---------------------------------------------------------------------|
 OF1577| PID    Reference Object                     Distance      Geod. Az  |
 OF1577|                                                           dddmmss.s |
 OF1577| OF1620 1911 MCGS 1972                      334.293 METERS 08812     |
 OF1577| OF1586 1908 MCGS 1972                      275.987 METERS 26435     |
 OF1577| OF1585 1907 MCGS 1972                      APPROX. 0.6 KM 2663638.1 |
 OF1577|---------------------------------------------------------------------|
 OF1577
 OF1577                          SUPERSEDED SURVEY CONTROL
 OF1577
 OF1577  NAD 83(1986)-  43 13 49.74733(N)    077 28 33.58767(W) AD(       ) 2
 OF1577  NAD 27      -  43 13 49.52206(N)    077 28 34.59970(W) AD(       ) 2
 OF1577  NGVD 29 (07/19/86)  112.0    (m)          367.     (f) VERT ANG       
 OF1577
 OF1577.Superseded values are not recommended for survey control.
 OF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1577.See file dsdata.txt to determine how the superseded data were derived.
 OF1577
 OF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9893889387(NAD 83)
 OF1577_MARKER: DD = SURVEY DISK
 OF1577_SETTING: 0 = UNSPECIFIED SETTING
 OF1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1577
 OF1577  HISTORY     - Date     Condition        Report By
 OF1577  HISTORY     - 1972     MONUMENTED       NY-055
 OF1577  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 OF1577  HISTORY     - 20021005 MARK NOT FOUND   USPSQD
 OF1577
 OF1577                          STATION DESCRIPTION
 OF1577
 OF1577'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1577'IN WEBSTER ON THE N. SIDE OF KLEM RD. OPPOSITE 5 MILE LINE RD.
 OF1577'
 OF1577'25.3 FT N. OF CENTERLINE
 OF1577'
 OF1577'17.6 FT E. OF W. RANGELINE
 OF1577'
 OF1577'81.2 FT SE OF SW CORNER, AND
 OF1577'
 OF1577'80.4 FT SW OF SE CORNER OF HOUSE NO. 816
 OF1577'
 OF1577'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1577'
 OF1577'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1577'1909 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1577
 OF1577                          STATION RECOVERY (1996)
 OF1577
 OF1577'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1577'MARK NOT FOUND.
 OF1577
 OF1577                          STATION RECOVERY (2002)
 OF1577
 OF1577'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1577'BRASS DISK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0513 ***********************************************************************
 PH0513  DESIGNATION -  191
 PH0513  PID         -  PH0513
 PH0513  STATE/COUNTY-  NY/ST LAWRENCE
 PH0513  USGS QUAD   -  HOGANSBURG (1987)
 PH0513
 PH0513                         *CURRENT SURVEY CONTROL
 PH0513  ___________________________________________________________________
 PH0513* NAD 83(1986)-  44 55 32.     (N)    074 43 21.     (W)     SCALED    
 PH0513* NAVD 88     -        58.124  (meters)     190.70   (feet)  ADJUSTED  
 PH0513  ___________________________________________________________________
 PH0513  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 PH0513  DYNAMIC HT  -          58.123 (meters)     190.69  (feet)  COMP
 PH0513  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 PH0513
 PH0513  VERT ORDER  -  FIRST     CLASS I
 PH0513
 PH0513.The horizontal coordinates were scaled from a topographic map and have
 PH0513.an estimated accuracy of +/- 6 seconds.
 PH0513
 PH0513.The orthometric height was determined by differential leveling
 PH0513.and adjusted by the National Geodetic Survey in June 1991..
 PH0513
 PH0513.The geoid height was determined by GEOID03.
 PH0513
 PH0513.The dynamic height is computed by dividing the NAVD 88
 PH0513.geopotential number by the normal gravity value computed on the
 PH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0513.degrees latitude (g = 980.6199 gals.).
 PH0513
 PH0513.The modeled gravity was interpolated from observed gravity values.
 PH0513
 PH0513;                    North         East    Units  Estimated Accuracy
 PH0513;SPC NY E     -   676,630.      132,440.      MT  (+/- 180 meters Scaled)
 PH0513
 PH0513                          SUPERSEDED SURVEY CONTROL
 PH0513
 PH0513  NGVD 29 (??/??/92)   58.238  (m)          191.07   (f) ADJ UNCH    1 1
 PH0513
 PH0513.Superseded values are not recommended for survey control.
 PH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0513.See file dsdata.txt to determine how the superseded data were derived.
 PH0513
 PH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ219747(NAD 83)
 PH0513_MARKER: DD = SURVEY DISK
 PH0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0513_SP_SET: BRIDGE ABUTMENT
 PH0513_STAMPING: 191 ALBANY 1904
 PH0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0513
 PH0513  HISTORY     - Date     Condition        Report By
 PH0513  HISTORY     - 1904     MONUMENTED       USGS
 PH0513  HISTORY     - 1973     GOOD             NGS
 PH0513
 PH0513                          STATION DESCRIPTION
 PH0513
 PH0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0513'IN HELENA.
 PH0513'AT HELENA, ABOUT 0.25 MILE WEST ALONG THE GRAND TRUCK RAILROAD FROM
 PH0513'THE CROSSING OF STATE HIGHWAY 37C, ABOUT 0.15 MILE EAST OF THE
 PH0513'CROSSING OF STATE HIGHWAY 37C (STATE HIGHWAY 37C CROSSES THE RAILROAD
 PH0513'JUST NORTHWEST OF HELENA AND IN HELENA), 9.0 FEET NORTHEAST OF THE
 PH0513'NORTHEAST RAIL, SET IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 PH0513'CAPPED STONE ABUTMENT FOR THE RAILROAD BRIDGE OVER ST. REGIS RIVER,
 PH0513'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1561 ***********************************************************************
 OF1561  DESIGNATION -  191 MCGS 4 2 155 NYSDOT
 OF1561  PID         -  OF1561
 OF1561  STATE/COUNTY-  NY/MONROE
 OF1561  USGS QUAD   -  WEBSTER (1978)
 OF1561
 OF1561                         *CURRENT SURVEY CONTROL
 OF1561  ___________________________________________________________________
 OF1561* NAD 83(1996)-  43 12 04.08833(N)    077 25 48.88134(W)     ADJUSTED  
 OF1561* NAVD 88     -       148.89   (+/-2cm)     488.5    (feet)  VERTCON   
 OF1561  ___________________________________________________________________
 OF1561  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OF1561  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF1561
 OF1561  HORZ ORDER  -  SECOND
 OF1561  VERT ORDER  -  THIRD ? (See Below)
 OF1561
 OF1561.The horizontal coordinates were established by classical geodetic methods
 OF1561.and adjusted by the National Geodetic Survey in January 1999..
 OF1561
 OF1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1561.The vertical order pertains to the NGVD 29 superseded value.
 OF1561
 OF1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1561
 OF1561.The geoid height was determined by GEOID03.
 OF1561
 OF1561;                    North         East     Units Scale Factor Converg.
 OF1561;SPC NY W     -   356,159.308   443,711.234   MT  1.00004549   +0 47 21.9
 OF1561;SPC NY W     - 1,168,499.33  1,455,742.61   sFT  1.00004549   +0 47 21.9
 OF1561;UTM  18      - 4,786,018.333   302,558.283   MT  1.00007957   -1 39 51.1
 OF1561
 OF1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1561!SPC NY W     -   0.99998224  x   1.00004549  =   1.00002773
 OF1561!UTM  18      -   0.99998224  x   1.00007957  =   1.00006181
 OF1561
 OF1561                          SUPERSEDED SURVEY CONTROL
 OF1561
 OF1561  NAD 83(1986)-  43 12 04.09720(N)    077 25 48.87935(W) AD(       ) 2
 OF1561  NAD 27      -  43 12 03.86967(N)    077 25 49.89750(W) AD(       ) 2
 OF1561  NGVD 29 (07/19/86)  149.08   (m)          489.1    (f) LEVELING    3  
 OF1561
 OF1561.Superseded values are not recommended for survey control.
 OF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1561.See file dsdata.txt to determine how the superseded data were derived.
 OF1561
 OF1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0255886018(NAD 83)
 OF1561_MARKER: DD = SURVEY DISK
 OF1561_SETTING: 0 = UNSPECIFIED SETTING
 OF1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1561
 OF1561  HISTORY     - Date     Condition        Report By
 OF1561  HISTORY     - 1969     MONUMENTED       NYDPW
 OF1561  HISTORY     - 1984     GOOD             USPSQD
 OF1561
 OF1561                          STATION DESCRIPTION
 OF1561
 OF1561'DESCRIBED BY NY DEPT OF PUB WORKS 1969 (GWM)
 OF1561'IN WEBSTER, ALONG WEBSTER ROAD (NINE MILE POINT ROAD).
 OF1561'
 OF1561'0.15 MILE NORTH OF STATE ROAD
 OF1561'
 OF1561'0.7 MILE SOUTHEAST OF STATION RIDGE CREST.
 OF1561'
 OF1561'25.0 FEET EAST OF CENTER OF WEBSTER ROAD.
 OF1561'
 OF1561'1.0 FEET WEST OF 6X8- INCH WOOD POST.
 OF1561'
 OF1561'2.5 FEET EAST OF EAST EDGE OF EAST GUTTER.
 OF1561'
 OF1561'13.8 FEET NORTH OF SPLIT RAIL FENCE.
 OF1561'
 OF1561'27.7 FEET NORTH OF NORTH RANGE LINE OF HOUSE 1084.
 OF1561'
 OF1561'68.0 FEET NORTH OF NORTHWEST CORNER OF HOUSE 1084.
 OF1561'
 OF1561'9.3 FEET SOUTH OF SOUTH RANGE LINE OF HOUSE 1080.
 OF1561'
 OF1561'73.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF GARAGE OF HOUSE 1080.
 OF1561'
 OF1561'80.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NO. 1080.
 OF1561'
 OF1561'33.1 FEET WEST SOUTHWEST OF 5-INCH ASH TREE.
 OF1561'
 OF1561'STATION IS A NEW YORK STATE DEPARTMENT OF PUBLIC WORKS MONUMENT
 OF1561'AND SO MARKED AND 0.1 FOOT BELOW GRADE.
 OF1561
 OF1561                          STATION RECOVERY (1984)
 OF1561
 OF1561'RECOVERY NOTE BY US POWER SQUADRON 1984 (REH)
 OF1561'4-2-155 NYSDOT RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0275 ***********************************************************************
 PJ0275  DESIGNATION -  191 SUB IBC
 PJ0275  PID         -  PJ0275
 PJ0275  STATE/COUNTY-  NY/JEFFERSON
 PJ0275  USGS QUAD   -  GANANOQUE (1958)
 PJ0275
 PJ0275                         *CURRENT SURVEY CONTROL
 PJ0275  ___________________________________________________________________
 PJ0275* NAD 83(1996)-  44 18 53.24520(N)    076 07 57.73137(W)     ADJUSTED  
 PJ0275* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 PJ0275  ___________________________________________________________________
 PJ0275  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 PJ0275  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 PJ0275
 PJ0275  HORZ ORDER  -  THIRD
 PJ0275
 PJ0275.The horizontal coordinates were established by classical geodetic methods
 PJ0275.and adjusted by the National Geodetic Survey in January 1999..
 PJ0275
 PJ0275.The orthometric height was scaled from a topographic map.
 PJ0275
 PJ0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0275
 PJ0275.The geoid height was determined by GEOID03.
 PJ0275
 PJ0275;                    North         East     Units Scale Factor Converg.
 PJ0275;SPC NY C     -   479,340.175   285,949.449   MT  0.99995339   +0 18 53.3
 PJ0275;SPC NY C     - 1,572,635.22    938,152.48   sFT  0.99995339   +0 18 53.3
 PJ0275;UTM  18      - 4,907,460.702   409,667.905   MT  0.99970035   -0 47 28.9
 PJ0275
 PJ0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0275!SPC NY C     -   0.99999370  x   0.99995339  =   0.99994709
 PJ0275!UTM  18      -   0.99999370  x   0.99970035  =   0.99969405
 PJ0275
 PJ0275:                Primary Azimuth Mark                     Grid Az
 PJ0275:SPC NY C     -  JONES IWC                                123 33 28.8
 PJ0275:UTM  18      -  JONES IWC                                124 39 51.0
 PJ0275
 PJ0275|---------------------------------------------------------------------|
 PJ0275| PID    Reference Object                     Distance      Geod. Az  |
 PJ0275|                                                           dddmmss.s |
 PJ0275| PJ0231 JONES IWC                           APPROX. 1.6 KM 1235222.1 |
 PJ0275|---------------------------------------------------------------------|
 PJ0275
 PJ0275                          SUPERSEDED SURVEY CONTROL
 PJ0275
 PJ0275  NAD 83(1986)-  44 18 53.24937(N)    076 07 57.72186(W) AD(       ) 3
 PJ0275  NAD 27      -  44 18 53.11600(N)    076 07 58.93000(W) AD(       ) 3
 PJ0275
 PJ0275.Superseded values are not recommended for survey control.
 PJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0275.See file dsdata.txt to determine how the superseded data were derived.
 PJ0275
 PJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ0966807461(NAD 83)
 PJ0275_MARKER: H = DRILL HOLE
 PJ0275_SETTING: 80 = SET IN A BOULDER
 PJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0275+STABILITY: SURFACE MOTION
 PJ0275
 PJ0275  HISTORY     - Date     Condition        Report By
 PJ0275  HISTORY     - 1940     MONUMENTED       IBC
 PJ0275  HISTORY     - 1957     GOOD             IBC
 PJ0275
 PJ0275                          STATION DESCRIPTION
 PJ0275
 PJ0275'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0275'ABOUT 1-1/2 MILES SOUTHEAST OF GANANOQUE, ONTARIO, ON A SMALL ISLAND
 PJ0275'1/4 MILE SOUTHWEST OF CORN ISLAND IN THE ST LAWRENCE RIVER.  THE
 PJ0275'STATION IS ON THE WESTERN END OF THE ISLAND, ON THE SHORE LINE AND AT
 PJ0275'THE LEVEL OF THE WATER IN THE RIVER.
 PJ0275'
 PJ0275'STATION MARK--THE STATION WAS MARKED BY A DRILL HOLE IN A LARGE SLAB
 PJ0275'OF LIMESTONE.  THE MARK CANNOT BE DEPENDED ON AS THE SLAB OF LIMESTONE
 PJ0275'IS SUBJECT TO MOVEMENT BY THE ACTION OF WATER AND ICE.
 PJ0275
 PJ0275                          STATION RECOVERY (1957)
 PJ0275
 PJ0275'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0275'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1620 ***********************************************************************
 OF1620  DESIGNATION -  1911 MCGS 1972
 OF1620  PID         -  OF1620
 OF1620  STATE/COUNTY-  NY/MONROE
 OF1620  USGS QUAD   -  WEBSTER (1978)
 OF1620
 OF1620                         *CURRENT SURVEY CONTROL
 OF1620  ___________________________________________________________________
 OF1620* NAD 83(1996)-  43 13 50.07933(N)    077 28 18.78198(W)     ADJUSTED  
 OF1620* NAVD 88     -       112.4    (meters)     369.     (feet)  VERTCON   
 OF1620  ___________________________________________________________________
 OF1620  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OF1620  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1620
 OF1620  HORZ ORDER  -  SECOND
 OF1620
 OF1620.The horizontal coordinates were established by classical geodetic methods
 OF1620.and adjusted by the National Geodetic Survey in January 1999..
 OF1620
 OF1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1620
 OF1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1620
 OF1620.The geoid height was determined by GEOID03.
 OF1620
 OF1620;                    North         East     Units Scale Factor Converg.
 OF1620;SPC NY W     -   359,384.267   440,283.758   MT  1.00003774   +0 45 40.8
 OF1620;SPC NY W     - 1,179,079.88  1,444,497.63   sFT  1.00003774   +0 45 40.8
 OF1620;UTM  18      - 4,789,387.262   299,271.900   MT  1.00009567   -1 41 37.1
 OF1620
 OF1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1620!SPC NY W     -   0.99998799  x   1.00003774  =   1.00002573
 OF1620!UTM  18      -   0.99998799  x   1.00009567  =   1.00008366
 OF1620
 OF1620|---------------------------------------------------------------------|
 OF1620| PID    Reference Object                     Distance      Geod. Az  |
 OF1620|                                                           dddmmss.s |
 OF1620| OF1616 1913 MCGS 1972                      324.292 METERS 09141     |
 OF1620| OF1577 1909 MCGS 1972                      334.293 METERS 26812     |
 OF1620|---------------------------------------------------------------------|
 OF1620
 OF1620                          SUPERSEDED SURVEY CONTROL
 OF1620
 OF1620  NAD 83(1986)-  43 13 50.08807(N)    077 28 18.78050(W) AD(       ) 2
 OF1620  NAD 27      -  43 13 49.86275(N)    077 28 19.79307(W) AD(       ) 2
 OF1620  NGVD 29 (07/19/86)  112.6    (m)          369.     (f) VERT ANG       
 OF1620
 OF1620.Superseded values are not recommended for survey control.
 OF1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1620.See file dsdata.txt to determine how the superseded data were derived.
 OF1620
 OF1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9927289387(NAD 83)
 OF1620_MARKER: DD = SURVEY DISK
 OF1620_SETTING: 0 = UNSPECIFIED SETTING
 OF1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1620
 OF1620  HISTORY     - Date     Condition        Report By
 OF1620  HISTORY     - 1972     MONUMENTED       NY-055
 OF1620  HISTORY     - 19961023 GOOD             USPSQD
 OF1620  HISTORY     - 20021005 GOOD             USPSQD
 OF1620
 OF1620                          STATION DESCRIPTION
 OF1620
 OF1620'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1620'IN WEBSTER ON NORTH SIDE OF KLEM ROAD 200 FEET + OR - WEST OF
 OF1620'PENN-CENTRAL RR CROSSING.
 OF1620'
 OF1620'89.0 FT NW OF CATCH BASIN ON N SIDE OF ROAD
 OF1620'
 OF1620'68.1 FT NW OF POLE RGE 46 RTC 1
 OF1620'
 OF1620'12.1 FT N OF S EDGE OF CONC. GUTTER ON N SIDE OF ROAD
 OF1620'
 OF1620'26.0 FT E OF E RANGELINE OF HOUSE 865
 OF1620'
 OF1620'2.0 FT NE OF MONROE COUNTY WITNESS POST.
 OF1620'
 OF1620'MONUMENT IS A MONROE COUNTY DPW STANDARD DISK SET IN A PRECAST
 OF1620'CONCRETE COLUMN SET AT GRADE
 OF1620
 OF1620                          STATION RECOVERY (1996)
 OF1620
 OF1620'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1620'RECOVERED IN GOOD CONDITION.
 OF1620
 OF1620                          STATION RECOVERY (2002)
 OF1620
 OF1620'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1150 ***********************************************************************
 KU1150  DESIGNATION -  1912 BOB
 KU1150  PID         -  KU1150
 KU1150  STATE/COUNTY-  NY/BRONX
 KU1150  USGS QUAD   -  MOUNT VERNON (1979)
 KU1150
 KU1150                         *CURRENT SURVEY CONTROL
 KU1150  ___________________________________________________________________
 KU1150* NAD 83(1986)-  40 53 46.     (N)    073 52 07.     (W)     SCALED    
 KU1150* NAVD 88     -        52.759  (meters)     173.09   (feet)  ADJUSTED  
 KU1150  ___________________________________________________________________
 KU1150  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU1150  DYNAMIC HT  -          52.739 (meters)     173.03  (feet)  COMP
 KU1150  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 KU1150
 KU1150  VERT ORDER  -  FIRST     CLASS II
 KU1150
 KU1150.The horizontal coordinates were scaled from a topographic map and have
 KU1150.an estimated accuracy of +/- 6 seconds.
 KU1150
 KU1150.The orthometric height was determined by differential leveling
 KU1150.and adjusted by the National Geodetic Survey in June 1991..
 KU1150
 KU1150.The geoid height was determined by GEOID03.
 KU1150
 KU1150.The dynamic height is computed by dividing the NAVD 88
 KU1150.geopotential number by the normal gravity value computed on the
 KU1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1150.degrees latitude (g = 980.6199 gals.).
 KU1150
 KU1150.The modeled gravity was interpolated from observed gravity values.
 KU1150
 KU1150;                    North         East    Units  Estimated Accuracy
 KU1150;SPC NY E     -   229,200.      203,200.      MT  (+/- 180 meters Scaled)
 KU1150
 KU1150                          SUPERSEDED SURVEY CONTROL
 KU1150
 KU1150  NGVD 29 (??/??/92)   53.077  (m)          174.14   (f) ADJ UNCH    1 2
 KU1150
 KU1150.Superseded values are not recommended for survey control.
 KU1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1150.See file dsdata.txt to determine how the superseded data were derived.
 KU1150
 KU1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL953278(NAD 83)
 KU1150_MARKER: Z = SEE DESCRIPTION
 KU1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1150_SP_SET: STONE WHEEL GUARD
 KU1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1150+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 KU1150
 KU1150  HISTORY     - Date     Condition        Report By
 KU1150  HISTORY     - UNK      MONUMENTED       NY4170
 KU1150  HISTORY     - 1952     GOOD             NGS
 KU1150  HISTORY     - 20060410 GOOD             GEOCAC
 KU1150
 KU1150                          STATION DESCRIPTION
 KU1150
 KU1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1150'AT NEW YORK.
 KU1150'AT NEW YORK, IN BOROUGH OF BRONX, AT WOODLAWN, ABOUT 110 YARDS EAST
 KU1150'OF Y INTERSECTION OF EAST 233RD AND EAST 234TH STREETS, AT NORTH
 KU1150'SIDE OF EAST 233RD STREET, IN TOP OF STONE WHEEL GUARD AT WESTSIDE
 KU1150'OF WEST DOOR TO FIRE HOUSE NO. 39.
 KU1150
 KU1150                          STATION RECOVERY (2006)
 KU1150
 KU1150'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1150'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0324 ***********************************************************************
 OF0324  DESIGNATION -  19=128
 OF0324  PID         -  OF0324
 OF0324  STATE/COUNTY-  NY/OSWEGO
 OF0324  USGS QUAD   -  FULTON (1978)
 OF0324
 OF0324                         *CURRENT SURVEY CONTROL
 OF0324  ___________________________________________________________________
 OF0324* NAD 83(1986)-  43 19 29.     (N)    076 25 05.     (W)     SCALED    
 OF0324* NAVD 88     -        98.062  (meters)     321.73   (feet)  ADJUSTED  
 OF0324  ___________________________________________________________________
 OF0324  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OF0324  DYNAMIC HT  -          98.041 (meters)     321.66  (feet)  COMP
 OF0324  MODELED GRAV-     980,397.7   (mgal)                       NAVD 88
 OF0324
 OF0324  VERT ORDER  -  SECOND    CLASS 0
 OF0324
 OF0324.The horizontal coordinates were scaled from a topographic map and have
 OF0324.an estimated accuracy of +/- 6 seconds.
 OF0324
 OF0324.The orthometric height was determined by differential leveling
 OF0324.and adjusted by the National Geodetic Survey in June 1991..
 OF0324
 OF0324.The geoid height was determined by GEOID03.
 OF0324
 OF0324.The dynamic height is computed by dividing the NAVD 88
 OF0324.geopotential number by the normal gravity value computed on the
 OF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0324.degrees latitude (g = 980.6199 gals.).
 OF0324
 OF0324.The modeled gravity was interpolated from observed gravity values.
 OF0324
 OF0324;                    North         East    Units  Estimated Accuracy
 OF0324;SPC NY C     -   369,260.      263,410.      MT  (+/- 180 meters Scaled)
 OF0324
 OF0324                          SUPERSEDED SURVEY CONTROL
 OF0324
 OF0324  NGVD 29 (??/??/92)   98.255  (m)          322.36   (f) ADJ UNCH    2 0
 OF0324
 OF0324.Superseded values are not recommended for survey control.
 OF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0324.See file dsdata.txt to determine how the superseded data were derived.
 OF0324
 OF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN850978(NAD 83)
 OF0324_MARKER: Z = SEE DESCRIPTION
 OF0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0324_SP_SET: BRIDGE
 OF0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0324
 OF0324  HISTORY     - Date     Condition        Report By
 OF0324  HISTORY     - UNK      MONUMENTED       NYGS
 OF0324  HISTORY     - 1935     GOOD             NGS
 OF0324
 OF0324                          STATION DESCRIPTION
 OF0324
 OF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF0324'AT FULTON.
 OF0324'AT FULTON, OSWEGO COUNTY, AT THE HIGHWAY BRIDGE OVER THE OSWEGO
 OF0324'CANAL AT NORTH FIRST STREET, AND IN THE FIRST STEP OF THE SOUTH WING
 OF0324'WALL OF THE EAST ABUTMENT. A COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1616 ***********************************************************************
 OF1616  DESIGNATION -  1913 MCGS 1972
 OF1616  PID         -  OF1616
 OF1616  STATE/COUNTY-  NY/MONROE
 OF1616  USGS QUAD   -  WEBSTER (1978)
 OF1616
 OF1616                         *CURRENT SURVEY CONTROL
 OF1616  ___________________________________________________________________
 OF1616* NAD 83(1996)-  43 13 49.77118(N)    077 28 04.41694(W)     ADJUSTED  
 OF1616* NAVD 88     -       113.0    (meters)     371.     (feet)  VERTCON   
 OF1616  ___________________________________________________________________
 OF1616  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OF1616  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1616
 OF1616  HORZ ORDER  -  SECOND
 OF1616
 OF1616.The horizontal coordinates were established by classical geodetic methods
 OF1616.and adjusted by the National Geodetic Survey in January 1999..
 OF1616
 OF1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1616
 OF1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1616
 OF1616.The geoid height was determined by GEOID03.
 OF1616
 OF1616;                    North         East     Units Scale Factor Converg.
 OF1616;SPC NY W     -   359,379.073   440,608.021   MT  1.00003846   +0 45 50.6
 OF1616;SPC NY W     - 1,179,062.84  1,445,561.48   sFT  1.00003846   +0 45 50.6
 OF1616;UTM  18      - 4,789,368.182   299,595.662   MT  1.00009407   -1 41 27.3
 OF1616
 OF1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1616!SPC NY W     -   0.99998790  x   1.00003846  =   1.00002636
 OF1616!UTM  18      -   0.99998790  x   1.00009407  =   1.00008196
 OF1616
 OF1616|---------------------------------------------------------------------|
 OF1616| PID    Reference Object                     Distance      Geod. Az  |
 OF1616|                                                           dddmmss.s |
 OF1616| OF1620 1911 MCGS 1972                      324.292 METERS 27141     |
 OF1616|---------------------------------------------------------------------|
 OF1616
 OF1616                          SUPERSEDED SURVEY CONTROL
 OF1616
 OF1616  NAD 83(1986)-  43 13 49.77993(N)    077 28 04.41548(W) AD(       ) 2
 OF1616  NAD 27      -  43 13 49.55457(N)    077 28 05.42853(W) AD(       ) 2
 OF1616  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 OF1616
 OF1616.Superseded values are not recommended for survey control.
 OF1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1616.See file dsdata.txt to determine how the superseded data were derived.
 OF1616
 OF1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9959689368(NAD 83)
 OF1616_MARKER: DD = SURVEY DISK
 OF1616_SETTING: 0 = UNSPECIFIED SETTING
 OF1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1616
 OF1616  HISTORY     - Date     Condition        Report By
 OF1616  HISTORY     - 1972     MONUMENTED       NY-055
 OF1616  HISTORY     - 19961023 GOOD             USPSQD
 OF1616  HISTORY     - 20021005 MARK NOT FOUND   USPSQD
 OF1616
 OF1616                          STATION DESCRIPTION
 OF1616
 OF1616'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1616'IN WEBSTER ON S SIDE OF KLEM ROAD, E OF WHITING ROAD, AT
 OF1616'INTERSECTION OF KLEM ROAD AND WHITING ROAD
 OF1616'
 OF1616'25.9 FT S OF CENTERLINE KLEM ROAD
 OF1616'
 OF1616'5.5 FT S OF N EDGE OF S GUTTER
 OF1616'
 OF1616'5.4 FT SE OF E RAIL OF TRAFFIC SIGN
 OF1616'
 OF1616'82.5 FT E OF A UTILITY POLE
 OF1616'
 OF1616'63 FT + OR - SE OF MON. 1912 (MCGS) 1972
 OF1616'
 OF1616'25.2 FT NE OF A UTILITY POLE
 OF1616'
 OF1616'31.4 FT NE OF UTILITY POLE RGE 50A, RTC 18
 OF1616'
 OF1616'1.0 FT N OF MONROE COUNTY WITNESS POST.
 OF1616'
 OF1616'MONUMENT IS A MONROE COUNTY STANDARD DISK IN A PRECAST CONCRETE
 OF1616'COLUMN, 0.4 FT BELOW GRADE.
 OF1616
 OF1616                          STATION RECOVERY (1996)
 OF1616
 OF1616'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1616'RECOVERED IN GOOD CONDITION.
 OF1616
 OF1616                          STATION RECOVERY (2002)
 OF1616
 OF1616'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1612 ***********************************************************************
 OF1612  DESIGNATION -  1914 MCGS 1972
 OF1612  PID         -  OF1612
 OF1612  STATE/COUNTY-  NY/MONROE
 OF1612  USGS QUAD   -  WEBSTER (1978)
 OF1612
 OF1612                         *CURRENT SURVEY CONTROL
 OF1612  ___________________________________________________________________
 OF1612* NAD 83(1996)-  43 13 49.85380(N)    077 27 51.74683(W)     ADJUSTED  
 OF1612* NAVD 88     -       113.0    (meters)     371.     (feet)  VERTCON   
 OF1612  ___________________________________________________________________
 OF1612  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 OF1612  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1612
 OF1612  HORZ ORDER  -  SECOND
 OF1612
 OF1612.The horizontal coordinates were established by classical geodetic methods
 OF1612.and adjusted by the National Geodetic Survey in January 1999..
 OF1612
 OF1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1612
 OF1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1612
 OF1612.The geoid height was determined by GEOID03.
 OF1612
 OF1612;                    North         East     Units Scale Factor Converg.
 OF1612;SPC NY W     -   359,385.442   440,893.879   MT  1.00003909   +0 45 59.3
 OF1612;SPC NY W     - 1,179,083.74  1,446,499.33   sFT  1.00003909   +0 45 59.3
 OF1612;UTM  18      - 4,789,362.299   299,881.546   MT  1.00009266   -1 41 18.6
 OF1612
 OF1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1612!SPC NY W     -   0.99998790  x   1.00003909  =   1.00002698
 OF1612!UTM  18      -   0.99998790  x   1.00009266  =   1.00008055
 OF1612
 OF1612                          SUPERSEDED SURVEY CONTROL
 OF1612
 OF1612  NAD 83(1986)-  43 13 49.86257(N)    077 27 51.74532(W) AD(       ) 2
 OF1612  NAD 27      -  43 13 49.63718(N)    077 27 52.75882(W) AD(       ) 2
 OF1612  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 OF1612
 OF1612.Superseded values are not recommended for survey control.
 OF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1612.See file dsdata.txt to determine how the superseded data were derived.
 OF1612
 OF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9988289362(NAD 83)
 OF1612_MARKER: DD = SURVEY DISK
 OF1612_SETTING: 0 = UNSPECIFIED SETTING
 OF1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1612
 OF1612  HISTORY     - Date     Condition        Report By
 OF1612  HISTORY     - 1972     MONUMENTED       NY-055
 OF1612  HISTORY     - 19961023 GOOD             USPSQD
 OF1612  HISTORY     - 20021005 GOOD             USPSQD
 OF1612
 OF1612                          STATION DESCRIPTION
 OF1612
 OF1612'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1612'IN WEBSTER ON S. SIDE OF KLEM ROAD, 0.3 MILE W. OF HARD ROAD
 OF1612'
 OF1612'12.2 FEET S. OF N. EDGE ON S. CONCRETE GUTTER
 OF1612'
 OF1612'67.4 FT SE OF SE CORNER OF CATCH BASIN
 OF1612'
 OF1612'79.5 FT E. OF UTILITY POLE RTC 23, RGE 55
 OF1612'
 OF1612'58.8 FT NE OF NE CORNER OF CATCH BASIN
 OF1612'
 OF1612'32.6 FT NE OF 2 IN MAPLE TREE
 OF1612'
 OF1612'26.6 FT NW OF 1-1/2 IN MAPLE TREE
 OF1612'
 OF1612'59.1 FT SW OF SW CORNER OF HOUSE 937
 OF1612'
 OF1612'22.4 FT W. OF W. RANGELINE OF HOUSE 937
 OF1612'
 OF1612'MONUMENT IS A MONROE COUNTY DPW STANDARD DISK IN A PRECAST
 OF1612'CONCRETE COLUMN, SET FLUSH WITH GRADE.
 OF1612
 OF1612                          STATION RECOVERY (1996)
 OF1612
 OF1612'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1612'RECOVERED IN GOOD CONDITION.
 OF1612
 OF1612                          STATION RECOVERY (2002)
 OF1612
 OF1612'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1611 ***********************************************************************
 OF1611  DESIGNATION -  1915 MCGS 1972
 OF1611  PID         -  OF1611
 OF1611  STATE/COUNTY-  NY/MONROE
 OF1611  USGS QUAD   -  WEBSTER (1978)
 OF1611
 OF1611                         *CURRENT SURVEY CONTROL
 OF1611  ___________________________________________________________________
 OF1611* NAD 83(1996)-  43 13 50.13774(N)    077 27 41.08388(W)     ADJUSTED  
 OF1611* NAVD 88     -       112.5    (meters)     369.     (feet)  VERTCON   
 OF1611  ___________________________________________________________________
 OF1611  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OF1611  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF1611
 OF1611  HORZ ORDER  -  SECOND
 OF1611
 OF1611.The horizontal coordinates were established by classical geodetic methods
 OF1611.and adjusted by the National Geodetic Survey in January 1999..
 OF1611
 OF1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1611
 OF1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1611
 OF1611.The geoid height was determined by GEOID03.
 OF1611
 OF1611;                    North         East     Units Scale Factor Converg.
 OF1611;SPC NY W     -   359,397.427   441,134.363   MT  1.00003963   +0 46 06.6
 OF1611;SPC NY W     - 1,179,123.06  1,447,288.32   sFT  1.00003963   +0 46 06.6
 OF1611;UTM  18      - 4,789,363.973   300,122.335   MT  1.00009148   -1 41 11.3
 OF1611
 OF1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1611!SPC NY W     -   0.99998797  x   1.00003963  =   1.00002760
 OF1611!UTM  18      -   0.99998797  x   1.00009148  =   1.00007945
 OF1611
 OF1611|---------------------------------------------------------------------|
 OF1611| PID    Reference Object                     Distance      Geod. Az  |
 OF1611|                                                           dddmmss.s |
 OF1611| OF1613 1916 MCGS 1972                      368.964 METERS 08950     |
 OF1611|---------------------------------------------------------------------|
 OF1611
 OF1611                          SUPERSEDED SURVEY CONTROL
 OF1611
 OF1611  NAD 83(1986)-  43 13 50.14653(N)    077 27 41.08234(W) AD(       ) 2
 OF1611  NAD 27      -  43 13 49.92110(N)    077 27 42.09620(W) AD(       ) 2
 OF1611  NGVD 29 (07/19/86)  112.7    (m)          370.     (f) VERT ANG       
 OF1611
 OF1611.Superseded values are not recommended for survey control.
 OF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1611.See file dsdata.txt to determine how the superseded data were derived.
 OF1611
 OF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0012289364(NAD 83)
 OF1611_MARKER: DD = SURVEY DISK
 OF1611_SETTING: 0 = UNSPECIFIED SETTING
 OF1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1611
 OF1611  HISTORY     - Date     Condition        Report By
 OF1611  HISTORY     - 1972     MONUMENTED       NY-055
 OF1611  HISTORY     - 19961023 GOOD             USPSQD
 OF1611  HISTORY     - 20021005 GOOD             USPSQD
 OF1611
 OF1611                          STATION DESCRIPTION
 OF1611
 OF1611'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1611'IN WEBSTER IN SW CORNER OF INTERSECTION OF KLEM ROAD AND HARD ROAD
 OF1611'
 OF1611'16.0 FT S OF CENTERLINE KLEM ROAD
 OF1611'
 OF1611'6.7 FT W OF CENTERLINE KLEM ROAD
 OF1611'
 OF1611'47.3 FT NW OF UTILITY POLE RGE 58-272, RTC 29
 OF1611'
 OF1611'44.4 FT NE OF UTILITY POLE RGE 10B
 OF1611'
 OF1611'MONUMENT IS A MONROE COUNTY STANDARD DISK IN A PRECAST CONCRETE
 OF1611'COLUMN, SET IN PAVEMENT WITH A CAST IRON FRAME AND COVER.
 OF1611
 OF1611                          STATION RECOVERY (1996)
 OF1611
 OF1611'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1611'RECOVERED IN GOOD CONDITION.
 OF1611
 OF1611                          STATION RECOVERY (2002)
 OF1611
 OF1611'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1611'6.7 FT. W OF CL OF HARD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1613 ***********************************************************************
 OF1613  DESIGNATION -  1916 MCGS 1972
 OF1613  PID         -  OF1613
 OF1613  STATE/COUNTY-  NY/MONROE
 OF1613  USGS QUAD   -  WEBSTER (1978)
 OF1613
 OF1613                         *CURRENT SURVEY CONTROL
 OF1613  ___________________________________________________________________
 OF1613* NAD 83(1996)-  43 13 50.17269(N)    077 27 24.73307(W)     ADJUSTED  
 OF1613* NAVD 88     -       111.1    (meters)     365.     (feet)  VERTCON   
 OF1613  ___________________________________________________________________
 OF1613  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 OF1613  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF1613
 OF1613  HORZ ORDER  -  SECOND
 OF1613
 OF1613.The horizontal coordinates were established by classical geodetic methods
 OF1613.and adjusted by the National Geodetic Survey in January 1999..
 OF1613
 OF1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1613
 OF1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1613
 OF1613.The geoid height was determined by GEOID03.
 OF1613
 OF1613;                    North         East     Units Scale Factor Converg.
 OF1613;SPC NY W     -   359,403.464   441,503.292   MT  1.00004046   +0 46 17.8
 OF1613;SPC NY W     - 1,179,142.86  1,448,498.72   sFT  1.00004046   +0 46 17.8
 OF1613;UTM  18      - 4,789,354.201   300,491.203   MT  1.00008966   -1 41 00.1
 OF1613
 OF1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1613!SPC NY W     -   0.99998819  x   1.00004046  =   1.00002865
 OF1613!UTM  18      -   0.99998819  x   1.00008966  =   1.00007785
 OF1613
 OF1613|---------------------------------------------------------------------|
 OF1613| PID    Reference Object                     Distance      Geod. Az  |
 OF1613|                                                           dddmmss.s |
 OF1613| OF1614 TEMP PT 9020                        187.077 METERS 08430     |
 OF1613| OF1611 1915 MCGS 1972                      368.964 METERS 26950     |
 OF1613|---------------------------------------------------------------------|
 OF1613
 OF1613                          SUPERSEDED SURVEY CONTROL
 OF1613
 OF1613  NAD 83(1986)-  43 13 50.18149(N)    077 27 24.73147(W) AD(       ) 2
 OF1613  NAD 27      -  43 13 49.95603(N)    077 27 25.74591(W) AD(       ) 2
 OF1613  NGVD 29 (07/19/86)  111.3    (m)          365.     (f) VERT ANG       
 OF1613
 OF1613.Superseded values are not recommended for survey control.
 OF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1613.See file dsdata.txt to determine how the superseded data were derived.
 OF1613
 OF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0049189354(NAD 83)
 OF1613_MARKER: DD = SURVEY DISK
 OF1613_SETTING: 0 = UNSPECIFIED SETTING
 OF1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1613
 OF1613  HISTORY     - Date     Condition        Report By
 OF1613  HISTORY     - 1972     MONUMENTED       NY-055
 OF1613  HISTORY     - 19961023 GOOD             USPSQD
 OF1613  HISTORY     - 20021005 GOOD             USPSQD
 OF1613
 OF1613                          STATION DESCRIPTION
 OF1613
 OF1613'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1613'IN WEBSTER ON S SIDE OF KLEM ROAD EAST OF ASPHALT DRIVEWAY TO
 OF1613'KLEM ROAD SCHOOL
 OF1613'
 OF1613'75.0 FT E OF MANHOLE
 OF1613'
 OF1613'10.1 FT S OF CATCH BASIN
 OF1613'
 OF1613'12.1 FT S OF N EDGE OF S GUTTER
 OF1613'
 OF1613'20.5 FT W OF UTILITY POLE
 OF1613'
 OF1613'MON. IS A MONROE COUNTY DPW STANDARD BRONZE DISK STAMPED 1916
 OF1613'IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1613
 OF1613                          STATION RECOVERY (1996)
 OF1613
 OF1613'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1613'RECOVERED IN GOOD CONDITION.
 OF1613
 OF1613                          STATION RECOVERY (2002)
 OF1613
 OF1613'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0283 ***********************************************************************
 PH0283  DESIGNATION -  1917
 PH0283  PID         -  PH0283
 PH0283  STATE/COUNTY-  NY/FRANKLIN
 PH0283  USGS QUAD   -  
 PH0283
 PH0283                         *CURRENT SURVEY CONTROL
 PH0283  ___________________________________________________________________
 PH0283* NAD 83(1986)-  44 12 02.     (N)    074 12 47.     (W)     SCALED    
 PH0283* NAVD 88     -       584.470  (meters)    1917.55   (feet)  ADJUSTED  
 PH0283  ___________________________________________________________________
 PH0283  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PH0283  DYNAMIC HT  -         584.342 (meters)    1917.13  (feet)  COMP
 PH0283  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 PH0283
 PH0283  VERT ORDER  -  SECOND    CLASS 0
 PH0283
 PH0283.The horizontal coordinates were scaled from a topographic map and have
 PH0283.an estimated accuracy of +/- 6 seconds.
 PH0283
 PH0283.The orthometric height was determined by differential leveling
 PH0283.and adjusted by the National Geodetic Survey in June 1991..
 PH0283
 PH0283.The geoid height was determined by GEOID03.
 PH0283
 PH0283.The dynamic height is computed by dividing the NAVD 88
 PH0283.geopotential number by the normal gravity value computed on the
 PH0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0283.degrees latitude (g = 980.6199 gals.).
 PH0283
 PH0283.The modeled gravity was interpolated from observed gravity values.
 PH0283
 PH0283;                    North         East    Units  Estimated Accuracy
 PH0283;SPC NY E     -   596,090.      172,940.      MT  (+/- 180 meters Scaled)
 PH0283
 PH0283                          SUPERSEDED SURVEY CONTROL
 PH0283
 PH0283  NGVD 29 (??/??/92)  584.520  (m)         1917.71   (f) ADJ UNCH    2 0
 PH0283
 PH0283.Superseded values are not recommended for survey control.
 PH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0283.See file dsdata.txt to determine how the superseded data were derived.
 PH0283
 PH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP628944(NAD 83)
 PH0283_MARKER: DD = SURVEY DISK
 PH0283_SETTING: 80 = SET IN A BOULDER
 PH0283_SP_SET: BOULDER
 PH0283_STAMPING: 1917
 PH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0283+STABILITY: SURFACE MOTION
 PH0283
 PH0283  HISTORY     - Date     Condition        Report By
 PH0283  HISTORY     - 1917     MONUMENTED       USGS
 PH0283  HISTORY     - 1942     GOOD             NGS
 PH0283
 PH0283                          STATION DESCRIPTION
 PH0283
 PH0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0283'7.9 MI SE FROM COREYS POST OFFICE.
 PH0283'TO REACH FROM THE COREYS POST OFFICE, PROCEED SOUTH-SOUTHEASTERLY ON
 PH0283'GRADED ROAD TO DUCK HOLE POND, GO 5.8 MILES TO THE CARETAKERS
 PH0283'RESIDENCE AT THE ENTRANCE TO THE AMPERSAND PRIVATE PARK, PASS THE
 PH0283'HOUSE AND CONTINUE 2.1 MILES TO WHERE THE ROAD PASSES BETWEEN TWO
 PH0283'LARGE ROCKS ABOUT 10.0 FEET APART AND SITE OF BENCH MARK.  BENCH MARK
 PH0283'IS SET VERTICALLY IN THE SOUTHEAST EDGE OF A LARGE BOULDER ABOUT 20.0
 PH0283'FEET IN DIAMETER AND ABOUT 12.0 FEET HIGH, IT IS ABOUT 150.0 FEET
 PH0283'SOUTH OF THE TWO LARGE ROCKS, 18.0 FEET WEST OF AND ABOUT 2.0 FEET
 PH0283'ABOVE THE CENTERLINE OR THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1606 ***********************************************************************
 OF1606  DESIGNATION -  1917 MCGS 1972
 OF1606  PID         -  OF1606
 OF1606  STATE/COUNTY-  NY/MONROE
 OF1606  USGS QUAD   -  WEBSTER (1978)
 OF1606
 OF1606                         *CURRENT SURVEY CONTROL
 OF1606  ___________________________________________________________________
 OF1606* NAD 83(1996)-  43 13 50.36750(N)    077 26 57.71625(W)     ADJUSTED  
 OF1606* NAVD 88     -       112.8    (meters)     370.     (feet)  VERTCON   
 OF1606  ___________________________________________________________________
 OF1606  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OF1606  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1606
 OF1606  HORZ ORDER  -  SECOND
 OF1606
 OF1606.The horizontal coordinates were established by classical geodetic methods
 OF1606.and adjusted by the National Geodetic Survey in January 1999..
 OF1606
 OF1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1606
 OF1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1606
 OF1606.The geoid height was determined by GEOID03.
 OF1606
 OF1606;                    North         East     Units Scale Factor Converg.
 OF1606;SPC NY W     -   359,417.713   442,112.825   MT  1.00004184   +0 46 36.3
 OF1606;SPC NY W     - 1,179,189.61  1,450,498.49   sFT  1.00004184   +0 46 36.3
 OF1606;UTM  18      - 4,789,342.328   301,100.815   MT  1.00008668   -1 40 41.6
 OF1606
 OF1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1606!SPC NY W     -   0.99998792  x   1.00004184  =   1.00002976
 OF1606!UTM  18      -   0.99998792  x   1.00008668  =   1.00007460
 OF1606
 OF1606|---------------------------------------------------------------------|
 OF1606| PID    Reference Object                     Distance      Geod. Az  |
 OF1606|                                                           dddmmss.s |
 OF1606| OF1605 TEMP PT 9021                        220.514 METERS 08602     |
 OF1606| OF1614 TEMP PT 9020                        423.598 METERS 2713700.8 |
 OF1606|---------------------------------------------------------------------|
 OF1606
 OF1606                          SUPERSEDED SURVEY CONTROL
 OF1606
 OF1606  NAD 83(1986)-  43 13 50.37633(N)    077 26 57.71454(W) AD(       ) 2
 OF1606  NAD 27      -  43 13 50.15081(N)    077 26 58.72994(W) AD(       ) 2
 OF1606  NGVD 29 (07/19/86)  113.0    (m)          371.     (f) VERT ANG       
 OF1606
 OF1606.Superseded values are not recommended for survey control.
 OF1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1606.See file dsdata.txt to determine how the superseded data were derived.
 OF1606
 OF1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0110189342(NAD 83)
 OF1606_MARKER: DD = SURVEY DISK
 OF1606_SETTING: 0 = UNSPECIFIED SETTING
 OF1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1606
 OF1606  HISTORY     - Date     Condition        Report By
 OF1606  HISTORY     - 1972     MONUMENTED       NY-055
 OF1606  HISTORY     - 19961023 GOOD             USPSQD
 OF1606  HISTORY     - 20021005 GOOD             USPSQD
 OF1606
 OF1606                          STATION DESCRIPTION
 OF1606
 OF1606'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1606'IN WEBSTER, ON THE S SIDE OF KLEM ROAD
 OF1606'
 OF1606'800 FT + OR - W OF FIVE MILE LINE ROAD
 OF1606'
 OF1606'11.3 FT S OF N EDGE OF S CONCRETE GUTTER
 OF1606'
 OF1606'5.6 FT E OF A WATER VALVE
 OF1606'
 OF1606'18.0 FT W OF A 9 IN MAPLE
 OF1606'
 OF1606'1.0 FT N OF A MONROE COUNTY WITNESS POST
 OF1606'
 OF1606'IN FRONT OF HOUSE NO. 1075
 OF1606'
 OF1606'A MONROE COUNTY DPW STANDARD BRONZE DISK STAMPED 1917 IN THE TOP
 OF1606'OF A CONCRETE POST AT GRADE.
 OF1606
 OF1606                          STATION RECOVERY (1996)
 OF1606
 OF1606'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF1606'RECOVERED IN GOOD CONDITION.
 OF1606
 OF1606                          STATION RECOVERY (2002)
 OF1606
 OF1606'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 OF1606'800 FT. W OF HOLT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1576 ***********************************************************************
 OF1576  DESIGNATION -  1918 MCGS 1972
 OF1576  PID         -  OF1576
 OF1576  STATE/COUNTY-  NY/MONROE
 OF1576  USGS QUAD   -  WEBSTER (1978)
 OF1576
 OF1576                         *CURRENT SURVEY CONTROL
 OF1576  ___________________________________________________________________
 OF1576* NAD 83(1996)-  43 12 33.42368(N)    077 28 28.46439(W)     ADJUSTED  
 OF1576* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 OF1576  ___________________________________________________________________
 OF1576  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OF1576  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF1576
 OF1576  HORZ ORDER  -  SECOND
 OF1576
 OF1576.The horizontal coordinates were established by classical geodetic methods
 OF1576.and adjusted by the National Geodetic Survey in January 1999..
 OF1576
 OF1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1576
 OF1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1576
 OF1576.The geoid height was determined by GEOID03.
 OF1576
 OF1576;                    North         East     Units Scale Factor Converg.
 OF1576;SPC NY W     -   357,015.872   440,096.633   MT  1.00003732   +0 45 33.0
 OF1576;SPC NY W     - 1,171,309.57  1,443,883.70   sFT  1.00003732   +0 45 33.0
 OF1576;UTM  18      - 4,787,028.914   298,983.502   MT  1.00009710   -1 41 41.4
 OF1576
 OF1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1576!SPC NY W     -   0.99998628  x   1.00003732  =   1.00002360
 OF1576!UTM  18      -   0.99998628  x   1.00009710  =   1.00008338
 OF1576
 OF1576:                Primary Azimuth Mark                     Grid Az
 OF1576:SPC NY W     -  TEMP PT 9018                             179 07 10.7
 OF1576:UTM  18      -  TEMP PT 9018                             181 34 25.1
 OF1576
 OF1576|---------------------------------------------------------------------|
 OF1576| PID    Reference Object                     Distance      Geod. Az  |
 OF1576|                                                           dddmmss.s |
 OF1576| OF1618 TEMP PT 9018                        APPROX. 0.5 KM 1795243.7 |
 OF1576| OF1643 TEMP PT 9019                        APPROX. 0.6 KM 3570931.8 |
 OF1576|---------------------------------------------------------------------|
 OF1576
 OF1576                          SUPERSEDED SURVEY CONTROL
 OF1576
 OF1576  NAD 83(1986)-  43 12 33.43230(N)    077 28 28.46292(W) AD(       ) 2
 OF1576  NAD 27      -  43 12 33.20676(N)    077 28 29.47570(W) AD(       ) 2
 OF1576  NGVD 29 (07/19/86)  123.4    (m)          405.     (f) VERT ANG       
 OF1576
 OF1576.Superseded values are not recommended for survey control.
 OF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1576.See file dsdata.txt to determine how the superseded data were derived.
 OF1576
 OF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9898487029(NAD 83)
 OF1576_MARKER: DD = SURVEY DISK
 OF1576_SETTING: 0 = UNSPECIFIED SETTING
 OF1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1576
 OF1576  HISTORY     - Date     Condition        Report By
 OF1576  HISTORY     - 1972     MONUMENTED       NY-055
 OF1576  HISTORY     - 19970414 GOOD             USPSQD
 OF1576
 OF1576                          STATION DESCRIPTION
 OF1576
 OF1576'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1576'IN WEBSTER, ON THE E. SIDE OF 5 MILE LINE RD. 0.3 MI. N. OF
 OF1576'RIDGE RD. (RT. 404)
 OF1576'
 OF1576'17.9 FT E. OF CENTERLINE
 OF1576'
 OF1576'9.0 FT N. OF N. RANGELINE, OF HOUSE NO. 968
 OF1576'
 OF1576'66.7 FT W. OF NW CORNER, AND
 OF1576'
 OF1576'76.8 FT N.W. OF S.W. CORNER OF HOUSE.
 OF1576'
 OF1576'60.2 FT NNW OF UTILITY POLE RG AND E T168
 OF1576'
 OF1576'77.9 FT NE OF UTILITY POLE RTC 1213
 OF1576'
 OF1576'1.0 FT W. OF A MONROE COUNTY WITNESS POST.
 OF1576'
 OF1576'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 1918
 OF1576'IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 OF1576
 OF1576                          STATION RECOVERY (1997)
 OF1576
 OF1576'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0650 ***********************************************************************
 OE0650  DESIGNATION -  192
 OE0650  PID         -  OE0650
 OE0650  STATE/COUNTY-  NY/HERKIMER
 OE0650  USGS QUAD   -  ILION (1982)
 OE0650
 OE0650                         *CURRENT SURVEY CONTROL
 OE0650  ___________________________________________________________________
 OE0650* NAD 83(1986)-  43 00 39.     (N)    075 00 45.     (W)     SCALED    
 OE0650* NAVD 88     -       123.619  (meters)     405.57   (feet)  ADJUSTED  
 OE0650  ___________________________________________________________________
 OE0650  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 OE0650  DYNAMIC HT  -         123.585 (meters)     405.46  (feet)  COMP
 OE0650  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 OE0650
 OE0650  VERT ORDER  -  FIRST     CLASS II
 OE0650
 OE0650.The horizontal coordinates were scaled from a topographic map and have
 OE0650.an estimated accuracy of +/- 6 seconds.
 OE0650
 OE0650.The orthometric height was determined by differential leveling
 OE0650.and adjusted by the National Geodetic Survey in June 1991..
 OE0650
 OE0650.The geoid height was determined by GEOID03.
 OE0650
 OE0650.The dynamic height is computed by dividing the NAVD 88
 OE0650.geopotential number by the normal gravity value computed on the
 OE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0650.degrees latitude (g = 980.6199 gals.).
 OE0650
 OE0650.The modeled gravity was interpolated from observed gravity values.
 OE0650
 OE0650;                    North         East    Units  Estimated Accuracy
 OE0650;SPC NY E     -   464,000.      108,220.      MT  (+/- 180 meters Scaled)
 OE0650
 OE0650                          SUPERSEDED SURVEY CONTROL
 OE0650
 OE0650  NGVD 29 (??/??/92)  123.772  (m)          406.08   (f) ADJ UNCH    1 2
 OE0650
 OE0650.Superseded values are not recommended for survey control.
 OE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0650.See file dsdata.txt to determine how the superseded data were derived.
 OE0650
 OE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN989620(NAD 83)
 OE0650_MARKER: Q = CHISELED SQUARE
 OE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0650_SP_SET: STONE
 OE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0650+STABILITY: SURFACE MOTION
 OE0650
 OE0650  HISTORY     - Date     Condition        Report By
 OE0650  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0650  HISTORY     - 1931     GOOD             NGS
 OE0650
 OE0650                          STATION DESCRIPTION
 OE0650
 OE0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0650'IN MOHAWK.
 OE0650'ABOUT 0.2 MILES WEST OF POINT ON OLD ERIE CANAL WHERE RICHFIELD STREET
 OE0650'ENDS.  ON REMAINS OF OLD CANAL LOCK NO. 43.  BETWEEN MARKS LEFT BY
 OE0650'ANCHOR OF NORTHEAST GATE OF TOWPATH LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1977 ***********************************************************************
 OF1977  DESIGNATION -  1920 MCGS 1972
 OF1977  PID         -  OF1977
 OF1977  STATE/COUNTY-  NY/MONROE
 OF1977  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1977
 OF1977                         *CURRENT SURVEY CONTROL
 OF1977  ___________________________________________________________________
 OF1977* NAD 83(1996)-  43 13 49.27073(N)    077 30 33.27835(W)     ADJUSTED  
 OF1977* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 OF1977  ___________________________________________________________________
 OF1977  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 OF1977  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1977
 OF1977  HORZ ORDER  -  SECOND
 OF1977
 OF1977.The horizontal coordinates were established by classical geodetic methods
 OF1977.and adjusted by the National Geodetic Survey in January 1999..
 OF1977
 OF1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1977
 OF1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1977
 OF1977.The geoid height was determined by GEOID03.
 OF1977
 OF1977;                    North         East     Units Scale Factor Converg.
 OF1977;SPC NY W     -   359,319.665   437,249.270   MT  1.00003111   +0 44 08.6
 OF1977;SPC NY W     - 1,178,867.93  1,434,541.98   sFT  1.00003111   +0 44 08.6
 OF1977;UTM  18      - 4,789,452.704   296,237.221   MT  1.00011077   -1 43 09.3
 OF1977
 OF1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1977!SPC NY W     -   0.99998837  x   1.00003111  =   1.00001948
 OF1977!UTM  18      -   0.99998837  x   1.00011077  =   1.00009914
 OF1977
 OF1977|---------------------------------------------------------------------|
 OF1977| PID    Reference Object                     Distance      Geod. Az  |
 OF1977|                                                           dddmmss.s |
 OF1977| OF1964 1900 MCGS 1972                      242.293 METERS 08605     |
 OF1977| OF1975 1921 MCGS 1972                      417.179 METERS 3493002.5 |
 OF1977|---------------------------------------------------------------------|
 OF1977
 OF1977                          SUPERSEDED SURVEY CONTROL
 OF1977
 OF1977  NAD 83(1986)-  43 13 49.27929(N)    077 30 33.27729(W) AD(       ) 2
 OF1977  NAD 27      -  43 13 49.05444(N)    077 30 34.28488(W) AD(       ) 2
 OF1977  NGVD 29 (07/19/86)  110.2    (m)          362.     (f) VERT ANG       
 OF1977
 OF1977.Superseded values are not recommended for survey control.
 OF1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1977.See file dsdata.txt to determine how the superseded data were derived.
 OF1977
 OF1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9623789453(NAD 83)
 OF1977_MARKER: DD = SURVEY DISK
 OF1977_SETTING: 0 = UNSPECIFIED SETTING
 OF1977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1977+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OF1977
 OF1977  HISTORY     - Date     Condition        Report By
 OF1977  HISTORY     - 1972     MONUMENTED       NY-055
 OF1977  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 OF1977  HISTORY     - 20040501 GOOD             USPSQD
 OF1977
 OF1977                          STATION DESCRIPTION
 OF1977
 OF1977'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1977'IN WEBSTER, AT THE INTERSECTION OF KLEM RD. AND BAY RD.
 OF1977'
 OF1977'26.5 FT W. OF THE CENTER OF BAY RD.
 OF1977'
 OF1977'2.3 FT W. OF THE WEST CURB OF BAY RD.
 OF1977'
 OF1977'34.1 FT NE OF UTILITY POLE RG AND E 19, RTC-A
 OF1977'
 OF1977'85.4 FT E.S. E. OF THE SE CORNER OF HOUSE NO. 665
 OF1977'
 OF1977'106.4 FT SE OF THE NE CORNER OF HOUSE.
 OF1977'
 OF1977'1.0 FT E. OF A MONROE COUNTY WITNESS POST
 OF1977'
 OF1977'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1977'1920 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 OF1977
 OF1977                          STATION RECOVERY (1998)
 OF1977
 OF1977'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1977'MARK NOT FOUND.
 OF1977
 OF1977                          STATION RECOVERY (2004)
 OF1977
 OF1977'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1975 ***********************************************************************
 OF1975  DESIGNATION -  1921 MCGS 1972
 OF1975  PID         -  OF1975
 OF1975  STATE/COUNTY-  NY/MONROE
 OF1975  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1975
 OF1975                         *CURRENT SURVEY CONTROL
 OF1975  ___________________________________________________________________
 OF1975* NAD 83(1996)-  43 14 02.56268(N)    077 30 36.64741(W)     ADJUSTED  
 OF1975* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 OF1975  ___________________________________________________________________
 OF1975  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OF1975  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1975
 OF1975  HORZ ORDER  -  SECOND
 OF1975
 OF1975.The horizontal coordinates were established by classical geodetic methods
 OF1975.and adjusted by the National Geodetic Survey in January 1999..
 OF1975
 OF1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1975
 OF1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1975
 OF1975.The geoid height was determined by GEOID03.
 OF1975
 OF1975;                    North         East     Units Scale Factor Converg.
 OF1975;SPC NY W     -   359,728.863   437,167.987   MT  1.00003094   +0 44 06.5
 OF1975;SPC NY W     - 1,180,210.44  1,434,275.30   sFT  1.00003094   +0 44 06.5
 OF1975;UTM  18      - 4,789,865.040   296,173.536   MT  1.00011109   -1 43 12.0
 OF1975
 OF1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1975!SPC NY W     -   0.99998842  x   1.00003094  =   1.00001936
 OF1975!UTM  18      -   0.99998842  x   1.00011109  =   1.00009951
 OF1975
 OF1975|---------------------------------------------------------------------|
 OF1975| PID    Reference Object                     Distance      Geod. Az  |
 OF1975|                                                           dddmmss.s |
 OF1975| OF1913 146 1 MCGS 1969                     373.120 METERS 08553     |
 OF1975| OF1977 1920 MCGS 1972                      417.179 METERS 1693000.2 |
 OF1975| OF1900 DWYER                               128.688 METERS 26628     |
 OF1975|---------------------------------------------------------------------|
 OF1975
 OF1975                          SUPERSEDED SURVEY CONTROL
 OF1975
 OF1975  NAD 83(1986)-  43 14 02.57124(N)    077 30 36.64638(W) AD(       ) 2
 OF1975  NAD 27      -  43 14 02.34645(N)    077 30 37.65374(W) AD(       ) 2
 OF1975  NGVD 29 (07/19/86)  109.9    (m)          361.     (f) VERT ANG       
 OF1975
 OF1975.Superseded values are not recommended for survey control.
 OF1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1975.See file dsdata.txt to determine how the superseded data were derived.
 OF1975
 OF1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9617489865(NAD 83)
 OF1975_MARKER: DD = SURVEY DISK
 OF1975_SETTING: 0 = UNSPECIFIED SETTING
 OF1975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1975
 OF1975  HISTORY     - Date     Condition        Report By
 OF1975  HISTORY     - 1972     MONUMENTED       NY-055
 OF1975  HISTORY     - 19980425 GOOD             USPSQD
 OF1975  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 OF1975
 OF1975                          STATION DESCRIPTION
 OF1975
 OF1975'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1975'IN WEBSTER, AT THE S.E. CORNER OF THE INTERSECTION OF BAY ROAD
 OF1975'AND BACKUS ROAD.
 OF1975'
 OF1975'26.3 FT E. OF THE CENTERLINE OF BAY ROAD
 OF1975'
 OF1975'17.1 FT S. OF THE CENTERLINE OF BACKUS ROAD
 OF1975'
 OF1975'A MONROE COUNTY GEOETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1975'1921 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT, AND IN A CAST
 OF1975'IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
 OF1975
 OF1975                          STATION RECOVERY (1998)
 OF1975
 OF1975'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1975'RECOVERED IN GOOD CONDITION.
 OF1975
 OF1975                          STATION RECOVERY (2004)
 OF1975
 OF1975'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1975'POSSIBLY PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1628 ***********************************************************************
 OF1628  DESIGNATION -  1922 MCGS 1972
 OF1628  PID         -  OF1628
 OF1628  STATE/COUNTY-  NY/MONROE
 OF1628  USGS QUAD   -  WEBSTER (1978)
 OF1628
 OF1628                         *CURRENT SURVEY CONTROL
 OF1628  ___________________________________________________________________
 OF1628* NAD 83(1996)-  43 14 06.57229(N)    077 26 16.95543(W)     ADJUSTED  
 OF1628* NAVD 88     -       110.3    (meters)     362.     (feet)  VERTCON   
 OF1628  ___________________________________________________________________
 OF1628  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 OF1628  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF1628
 OF1628  HORZ ORDER  -  SECOND
 OF1628
 OF1628.The horizontal coordinates were established by classical geodetic methods
 OF1628.and adjusted by the National Geodetic Survey in January 1999..
 OF1628
 OF1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1628
 OF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1628
 OF1628.The geoid height was determined by GEOID03.
 OF1628
 OF1628;                    North         East     Units Scale Factor Converg.
 OF1628;SPC NY W     -   359,930.306   443,025.714   MT  1.00004392   +0 47 04.5
 OF1628;SPC NY W     - 1,180,871.35  1,453,493.53   sFT  1.00004392   +0 47 04.5
 OF1628;UTM  18      - 4,789,815.365   302,034.862   MT  1.00008212   -1 40 14.1
 OF1628
 OF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1628!SPC NY W     -   0.99998832  x   1.00004392  =   1.00003224
 OF1628!UTM  18      -   0.99998832  x   1.00008212  =   1.00007044
 OF1628
 OF1628:                Primary Azimuth Mark                     Grid Az
 OF1628:SPC NY W     -  1923 MCGS 1972                           089 18 19.3
 OF1628:UTM  18      -  1923 MCGS 1972                           091 45 37.9
 OF1628
 OF1628|---------------------------------------------------------------------|
 OF1628| PID    Reference Object                     Distance      Geod. Az  |
 OF1628|                                                           dddmmss.s |
 OF1628| OF1635 1923 MCGS 1972                      APPROX. 0.8 KM 0900523.8 |
 OF1628|---------------------------------------------------------------------|
 OF1628
 OF1628                          SUPERSEDED SURVEY CONTROL
 OF1628
 OF1628  NAD 83(1986)-  43 14 06.58119(N)    077 26 16.95365(W) AD(       ) 2
 OF1628  NAD 27      -  43 14 06.35560(N)    077 26 17.97048(W) AD(       ) 2
 OF1628  NGVD 29 (07/19/86)  110.5    (m)          363.     (f) VERT ANG       
 OF1628
 OF1628.Superseded values are not recommended for survey control.
 OF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1628.See file dsdata.txt to determine how the superseded data were derived.
 OF1628
 OF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0203589815(NAD 83)
 OF1628_MARKER: DD = SURVEY DISK
 OF1628_SETTING: 0 = UNSPECIFIED SETTING
 OF1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1628
 OF1628  HISTORY     - Date     Condition        Report By
 OF1628  HISTORY     - 1972     MONUMENTED       NY-055
 OF1628  HISTORY     - 20020427 GOOD             USPSQD
 OF1628
 OF1628                          STATION DESCRIPTION
 OF1628
 OF1628'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1628'IN WEBSTER ON THE S SIDE OF WALL ROAD
 OF1628'
 OF1628'0.46 MILE W. OF NINE MILE POINT ROAD
 OF1628'
 OF1628'14.8 FT S OF CENTERLINE WALL ROAD
 OF1628'
 OF1628'18.1 FT W. OF E. RANGELINE,
 OF1628'
 OF1628'70.8 FT NW OF NE CORNER, AND
 OF1628'
 OF1628'84.5 FT NE OF NW CORNER OF HOUSE NO. 1211
 OF1628'
 OF1628'8.2 FT N. OF UTILITY POLE NO. 201,10
 OF1628'
 OF1628'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1628'1922 IN THE TOP OF A CONCRETE POST COVERED 0.6 FEET.
 OF1628
 OF1628                          STATION RECOVERY (2002)
 OF1628
 OF1628'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1635 ***********************************************************************
 OF1635  DESIGNATION -  1923 MCGS 1972
 OF1635  PID         -  OF1635
 OF1635  STATE/COUNTY-  NY/MONROE
 OF1635  USGS QUAD   -  WEBSTER (1978)
 OF1635
 OF1635                         *CURRENT SURVEY CONTROL
 OF1635  ___________________________________________________________________
 OF1635* NAD 83(1996)-  43 14 06.53145(N)    077 25 42.61619(W)     ADJUSTED  
 OF1635* NAVD 88     -       110.9    (meters)     364.     (feet)  VERTCON   
 OF1635  ___________________________________________________________________
 OF1635  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 OF1635  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1635
 OF1635  HORZ ORDER  -  SECOND
 OF1635
 OF1635.The horizontal coordinates were established by classical geodetic methods
 OF1635.and adjusted by the National Geodetic Survey in January 1999..
 OF1635
 OF1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1635
 OF1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1635
 OF1635.The geoid height was determined by GEOID03.
 OF1635
 OF1635;                    North         East     Units Scale Factor Converg.
 OF1635;SPC NY W     -   359,939.700   443,800.513   MT  1.00004570   +0 47 28.0
 OF1635;SPC NY W     - 1,180,902.17  1,456,035.52   sFT  1.00004570   +0 47 28.0
 OF1635;UTM  18      - 4,789,791.559   302,809.380   MT  1.00007835   -1 39 50.6
 OF1635
 OF1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1635!SPC NY W     -   0.99998822  x   1.00004570  =   1.00003392
 OF1635!UTM  18      -   0.99998822  x   1.00007835  =   1.00006657
 OF1635
 OF1635:                Primary Azimuth Mark                     Grid Az
 OF1635:SPC NY W     -  4 2 85 NYSBOT 1972                       358 51 31.8
 OF1635:UTM  18      -  4 2 85 NYSBOT 1972                       001 18 50.4
 OF1635
 OF1635|---------------------------------------------------------------------|
 OF1635| PID    Reference Object                     Distance      Geod. Az  |
 OF1635|                                                           dddmmss.s |
 OF1635| OF1634 4 2 85 NYSBOT 1972                  APPROX. 0.6 KM 3593859.8 |
 OF1635|---------------------------------------------------------------------|
 OF1635
 OF1635                          SUPERSEDED SURVEY CONTROL
 OF1635
 OF1635  NAD 83(1986)-  43 14 06.54037(N)    077 25 42.61440(W) AD(       ) 2
 OF1635  NAD 27      -  43 14 06.31477(N)    077 25 43.63241(W) AD(       ) 2
 OF1635  NGVD 29 (07/19/86)  111.1    (m)          365.     (f) VERT ANG       
 OF1635
 OF1635.Superseded values are not recommended for survey control.
 OF1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1635.See file dsdata.txt to determine how the superseded data were derived.
 OF1635
 OF1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0280989792(NAD 83)
 OF1635_MARKER: DD = SURVEY DISK
 OF1635_SETTING: 0 = UNSPECIFIED SETTING
 OF1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1635
 OF1635  HISTORY     - Date     Condition        Report By
 OF1635  HISTORY     - 1972     MONUMENTED       NY-055
 OF1635  HISTORY     - 20020427 MARK NOT FOUND   USPSQD
 OF1635
 OF1635                          STATION DESCRIPTION
 OF1635
 OF1635'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1635'IN WEBSTER, AT THE INTERSECTION OF WALL ROAD AND NINE MILE POINT
 OF1635'ROAD
 OF1635'
 OF1635'22.7 FT E OF THE CENTERLINE OF NINE MILE POINT ROAD
 OF1635'
 OF1635'25 FT + OR - S OF THE CENTERLINE WALL ROAD
 OF1635'
 OF1635'12.8 FT ESE OF A WATER VALVE WHICH IS IN THE PAVEMENT
 OF1635'
 OF1635'20.9 FT S OF POLE NO. RGE 19,200, RTC 66
 OF1635'
 OF1635'37.0 FT WNW OF NW CORNER HOUSE NO. 596
 OF1635'
 OF1635'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1635'1923 IN THE TOP OF A CONCRETE POST COVERED ABOUT 1 FOOT
 OF1635
 OF1635                          STATION RECOVERY (2002)
 OF1635
 OF1635'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1630 ***********************************************************************
 OF1630  DESIGNATION -  1926 MCGS 1972
 OF1630  PID         -  OF1630
 OF1630  STATE/COUNTY-  NY/MONROE
 OF1630  USGS QUAD   -  WEBSTER (1978)
 OF1630
 OF1630                         *CURRENT SURVEY CONTROL
 OF1630  ___________________________________________________________________
 OF1630* NAD 83(1996)-  43 12 44.18792(N)    077 25 49.57011(W)     ADJUSTED  
 OF1630* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 OF1630  ___________________________________________________________________
 OF1630  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 OF1630  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1630
 OF1630  HORZ ORDER  -  SECOND
 OF1630
 OF1630.The horizontal coordinates were established by classical geodetic methods
 OF1630.and adjusted by the National Geodetic Survey in January 1999..
 OF1630
 OF1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1630
 OF1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1630
 OF1630.The geoid height was determined by GEOID03.
 OF1630
 OF1630;                    North         East     Units Scale Factor Converg.
 OF1630;SPC NY W     -   357,396.515   443,678.636   MT  1.00004542   +0 47 22.0
 OF1630;SPC NY W     - 1,172,558.40  1,455,635.66   sFT  1.00004542   +0 47 22.0
 OF1630;UTM  18      - 4,787,255.843   302,578.687   MT  1.00007947   -1 39 52.8
 OF1630
 OF1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1630!SPC NY W     -   0.99998424  x   1.00004542  =   1.00002966
 OF1630!UTM  18      -   0.99998424  x   1.00007947  =   1.00006371
 OF1630
 OF1630|---------------------------------------------------------------------|
 OF1630| PID    Reference Object                     Distance      Geod. Az  |
 OF1630|                                                           dddmmss.s |
 OF1630| OF1640 1925 MCGS 1972 ECC                  362.461 METERS 00345     |
 OF1630| OF1639 1925 MCGS 1972                      362.530 METERS 00359     |
 OF1630| OF1567 190 MCGS 1969                       APPROX. 0.6 KM 1795025.9 |
 OF1630|---------------------------------------------------------------------|
 OF1630
 OF1630                          SUPERSEDED SURVEY CONTROL
 OF1630
 OF1630  NAD 83(1986)-  43 12 44.19681(N)    077 25 49.56815(W) AD(       ) 2
 OF1630  NAD 27      -  43 12 43.97082(N)    077 25 50.58619(W) AD(       ) 2
 OF1630  NGVD 29 (07/19/86)  136.4    (m)          448.     (f) VERT ANG       
 OF1630
 OF1630.Superseded values are not recommended for survey control.
 OF1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1630.See file dsdata.txt to determine how the superseded data were derived.
 OF1630
 OF1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0257987256(NAD 83)
 OF1630_MARKER: DD = SURVEY DISK
 OF1630_SETTING: 0 = UNSPECIFIED SETTING
 OF1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1630
 OF1630  HISTORY     - Date     Condition        Report By
 OF1630  HISTORY     - 1972     MONUMENTED       NY-055
 OF1630  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF1630
 OF1630                          STATION DESCRIPTION
 OF1630
 OF1630'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1630'IN WEBSTER, IN THE NW CORNER OF THE INTERSECTION OF RIDGE ROAD
 OF1630'(MAIN ST. VILLAGE OF WEBSTER) AND 9 MI. PT. RD.
 OF1630'
 OF1630'1.8 FT N. OF N CURB
 OF1630'
 OF1630'3.1 FT E. OF RGE MANHOLE COVER
 OF1630'
 OF1630'10.1 FT SW OF RGE MANHOLE COVER
 OF1630'
 OF1630'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1630'1926 IN CONCRETE WALK OVER RGE CHAMBER.
 OF1630
 OF1630                          STATION RECOVERY (1984)
 OF1630
 OF1630'RECOVERY NOTE BY US POWER SQUADRON 1984 (REH)
 OF1630'STATION NOT RECOVERED.
 OF1630'
 OF1630'SIDEWALK RELOCATION PROBABLY COVERED MARK.
 OF1630'
 OF1630'9 MI PT. RD. LABELED NORTH AVE AT THIS INTERSECTION.
 OF1630'
 OF1630'CAST IRON FRAME AND COVER MARKED M FOUND AT INDICATED SITE - FLUSH
 OF1630'WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1629 ***********************************************************************
 OF1629  DESIGNATION -  1927 MCGS 1972
 OF1629  PID         -  OF1629
 OF1629  STATE/COUNTY-  NY/MONROE
 OF1629  USGS QUAD   -  WEBSTER (1978)
 OF1629
 OF1629                         *CURRENT SURVEY CONTROL
 OF1629  ___________________________________________________________________
 OF1629* NAD 83(1996)-  43 12 41.05814(N)    077 26 16.16034(W)     ADJUSTED  
 OF1629* NAVD 88     -       134.6    (meters)     442.     (feet)  VERTCON   
 OF1629  ___________________________________________________________________
 OF1629  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OF1629  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1629
 OF1629  HORZ ORDER  -  SECOND
 OF1629
 OF1629.The horizontal coordinates were established by classical geodetic methods
 OF1629.and adjusted by the National Geodetic Survey in January 1999..
 OF1629
 OF1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1629
 OF1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1629
 OF1629.The geoid height was determined by GEOID03.
 OF1629
 OF1629;                    North         East     Units Scale Factor Converg.
 OF1629;SPC NY W     -   357,291.690   443,079.789   MT  1.00004404   +0 47 03.8
 OF1629;SPC NY W     - 1,172,214.49  1,453,670.94   sFT  1.00004404   +0 47 03.8
 OF1629;UTM  18      - 4,787,176.754   301,975.879   MT  1.00008241   -1 40 10.9
 OF1629
 OF1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1629!SPC NY W     -   0.99998449  x   1.00004404  =   1.00002853
 OF1629!UTM  18      -   0.99998449  x   1.00008241  =   1.00006690
 OF1629
 OF1629:                Primary Azimuth Mark                     Grid Az
 OF1629:SPC NY W     -  1926 MCGS 1972                           080 04 16.7
 OF1629:UTM  18      -  1926 MCGS 1972                           082 31 31.4
 OF1629
 OF1629|---------------------------------------------------------------------|
 OF1629| PID    Reference Object                     Distance      Geod. Az  |
 OF1629|                                                           dddmmss.s |
 OF1629| OF1630 1926 MCGS 1972                      APPROX. 0.6 KM 0805120.5 |
 OF1629| OF1626 1928 MCGS 1972                      282.165 METERS 25239     |
 OF1629|---------------------------------------------------------------------|
 OF1629
 OF1629                          SUPERSEDED SURVEY CONTROL
 OF1629
 OF1629  NAD 83(1986)-  43 12 41.06700(N)    077 26 16.15839(W) AD(       ) 2
 OF1629  NAD 27      -  43 12 40.84103(N)    077 26 17.17552(W) AD(       ) 2
 OF1629  NGVD 29 (07/19/86)  134.8    (m)          442.     (f) VERT ANG       
 OF1629
 OF1629.Superseded values are not recommended for survey control.
 OF1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1629.See file dsdata.txt to determine how the superseded data were derived.
 OF1629
 OF1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0197687177(NAD 83)
 OF1629_MARKER: DD = SURVEY DISK
 OF1629_SETTING: 0 = UNSPECIFIED SETTING
 OF1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1629
 OF1629  HISTORY     - Date     Condition        Report By
 OF1629  HISTORY     - 1972     MONUMENTED       NY-055
 OF1629
 OF1629                          STATION DESCRIPTION
 OF1629
 OF1629'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1629'IN WEBSTER, ON THE N. SIDE OF RIDGE ROAD
 OF1629'
 OF1629'0.4 MILE E. OF HOLT ROAD
 OF1629'
 OF1629'23.6 FT N. OF THE CENTERLINE OF RIDGE ROAD
 OF1629'
 OF1629'79.6 FT E OF A CENTRAL TRUST CO. SIGN POST
 OF1629'
 OF1629'43.4 FT SE OF A LITE POLE BASE
 OF1629'
 OF1629'2.7 FT S OF A TRAFFIC GUARD RAIL
 OF1629'
 OF1629'40.2 FT W OF RGE POLE NO. 124
 OF1629'
 OF1629'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1629'1927 IN THE TOP OF A CONCRETE POST COVERED 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1626 ***********************************************************************
 OF1626  DESIGNATION -  1928 MCGS 1972
 OF1626  PID         -  OF1626
 OF1626  STATE/COUNTY-  NY/MONROE
 OF1626  USGS QUAD   -  WEBSTER (1978)
 OF1626
 OF1626                         *CURRENT SURVEY CONTROL
 OF1626  ___________________________________________________________________
 OF1626* NAD 83(1996)-  43 12 38.33212(N)    077 26 28.09219(W)     ADJUSTED  
 OF1626* NAVD 88     -       135.2    (meters)     444.     (feet)  VERTCON   
 OF1626  ___________________________________________________________________
 OF1626  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 OF1626  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1626
 OF1626  HORZ ORDER  -  SECOND
 OF1626
 OF1626.The horizontal coordinates were established by classical geodetic methods
 OF1626.and adjusted by the National Geodetic Survey in January 1999..
 OF1626
 OF1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1626
 OF1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1626
 OF1626.The geoid height was determined by GEOID03.
 OF1626
 OF1626;                    North         East     Units Scale Factor Converg.
 OF1626;SPC NY W     -   357,203.887   442,811.620   MT  1.00004343   +0 46 55.6
 OF1626;SPC NY W     - 1,171,926.42  1,452,791.12   sFT  1.00004343   +0 46 55.6
 OF1626;UTM  18      - 4,787,100.511   301,704.185   MT  1.00008373   -1 40 19.0
 OF1626
 OF1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1626!SPC NY W     -   0.99998440  x   1.00004343  =   1.00002783
 OF1626!UTM  18      -   0.99998440  x   1.00008373  =   1.00006813
 OF1626
 OF1626|---------------------------------------------------------------------|
 OF1626| PID    Reference Object                     Distance      Geod. Az  |
 OF1626|                                                           dddmmss.s |
 OF1626| OF1629 1927 MCGS 1972                      282.165 METERS 07239     |
 OF1626| OF1603 152 8 NYGS 1938 ECC                 444.126 METERS 2664015.1 |
 OF1626|---------------------------------------------------------------------|
 OF1626
 OF1626                          SUPERSEDED SURVEY CONTROL
 OF1626
 OF1626  NAD 83(1986)-  43 12 38.34097(N)    077 26 28.09026(W) AD(       ) 2
 OF1626  NAD 27      -  43 12 38.11500(N)    077 26 29.10698(W) AD(       ) 2
 OF1626  NGVD 29 (07/19/86)  135.4    (m)          444.     (f) VERT ANG       
 OF1626
 OF1626.Superseded values are not recommended for survey control.
 OF1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1626.See file dsdata.txt to determine how the superseded data were derived.
 OF1626
 OF1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0170487101(NAD 83)
 OF1626_MARKER: DD = SURVEY DISK
 OF1626_SETTING: 0 = UNSPECIFIED SETTING
 OF1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1626
 OF1626  HISTORY     - Date     Condition        Report By
 OF1626  HISTORY     - 1972     MONUMENTED       NY-055
 OF1626
 OF1626                          STATION DESCRIPTION
 OF1626
 OF1626'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1626'IN WEBSTER ON THE S. SIDE OF RIDGE ROAD
 OF1626'
 OF1626'0.25 MILE E. OF HOLT ROAD
 OF1626'
 OF1626'28.2 FT S OF CENTERLINE RIDGE ROAD
 OF1626'
 OF1626'46.2 E OF RGE POLE NO. 160
 OF1626'
 OF1626'53.5 FT W OF A HYDRANT
 OF1626'
 OF1626'53.5 FT NW OF NW CORNER OF HOUSE NO. 1181
 OF1626'
 OF1626'45.4 FT NW OF NE CORNER, AND
 OF1626'
 OF1626'49.8 FT NE OF NW CORNER OF HOUSE NO. 1179
 OF1626'
 OF1626'1.0 FT N OF A MONROE COUNTY WITNESS POST.
 OF1626'
 OF1626'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1626'1928 IN THE TOP OF A CONCRETE POST COVERED 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1637 ***********************************************************************
 OF1637  DESIGNATION -  1929 MCGS 1972
 OF1637  PID         -  OF1637
 OF1637  STATE/COUNTY-  NY/MONROE
 OF1637  USGS QUAD   -  WEBSTER (1978)
 OF1637
 OF1637                         *CURRENT SURVEY CONTROL
 OF1637  ___________________________________________________________________
 OF1637* NAD 83(1996)-  43 12 47.08887(N)    077 25 26.35438(W)     ADJUSTED  
 OF1637* NAVD 88     -       136.0    (meters)     446.     (feet)  VERTCON   
 OF1637  ___________________________________________________________________
 OF1637  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OF1637  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF1637
 OF1637  HORZ ORDER  -  SECOND
 OF1637
 OF1637.The horizontal coordinates were established by classical geodetic methods
 OF1637.and adjusted by the National Geodetic Survey in January 1999..
 OF1637
 OF1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1637
 OF1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1637
 OF1637.The geoid height was determined by GEOID03.
 OF1637
 OF1637;                    North         East     Units Scale Factor Converg.
 OF1637;SPC NY W     -   357,493.275   444,201.398   MT  1.00004662   +0 47 38.0
 OF1637;SPC NY W     - 1,172,875.85  1,457,350.75   sFT  1.00004662   +0 47 38.0
 OF1637;UTM  18      - 4,787,330.133   303,105.130   MT  1.00007692   -1 39 37.0
 OF1637
 OF1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1637!SPC NY W     -   0.99998427  x   1.00004662  =   1.00003089
 OF1637!UTM  18      -   0.99998427  x   1.00007692  =   1.00006119
 OF1637
 OF1637:                Primary Azimuth Mark                     Grid Az
 OF1637:SPC NY W     -  TEMP PT 9024                             075 32 43.9
 OF1637:UTM  18      -  TEMP PT 9024                             077 59 58.9
 OF1637
 OF1637|---------------------------------------------------------------------|
 OF1637| PID    Reference Object                     Distance      Geod. Az  |
 OF1637|                                                           dddmmss.s |
 OF1637| OF1624 TEMP PT 9024                        407.925 METERS 0762021.9 |
 OF1637| OF1630 1926 MCGS 1972                      APPROX. 0.5 KM 2601826.8 |
 OF1637|---------------------------------------------------------------------|
 OF1637
 OF1637                          SUPERSEDED SURVEY CONTROL
 OF1637
 OF1637  NAD 83(1986)-  43 12 47.09777(N)    077 25 26.35242(W) AD(       ) 2
 OF1637  NAD 27      -  43 12 46.87177(N)    077 25 27.37124(W) AD(       ) 2
 OF1637  NGVD 29 (07/19/86)  136.2    (m)          447.     (f) VERT ANG       
 OF1637
 OF1637.Superseded values are not recommended for survey control.
 OF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1637.See file dsdata.txt to determine how the superseded data were derived.
 OF1637
 OF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0310587330(NAD 83)
 OF1637_MARKER: DD = SURVEY DISK
 OF1637_SETTING: 0 = UNSPECIFIED SETTING
 OF1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1637
 OF1637  HISTORY     - Date     Condition        Report By
 OF1637  HISTORY     - 1972     MONUMENTED       NY-055
 OF1637  HISTORY     - 19970414 GOOD             USPSQD
 OF1637
 OF1637                          STATION DESCRIPTION
 OF1637
 OF1637'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1637'IN WEBSTER, AT THE INTERSECTION OF RIDGE ROAD (E. MAIN ST.,
 OF1637'VILLAGE OF WEBSTER) AND BAKER STREET WHICH IS 0.3 MI. E. OF 9 MI.
 OF1637'PT. RD. AT THE ALBRIGHT UNITED METHODIST CHURCH.
 OF1637'
 OF1637'25.8 FT S. OF THE CENTERLINE RIDGE ROAD
 OF1637'
 OF1637'1.3 FT N. OF N. EDGE OF CONCRETE WALK
 OF1637'
 OF1637'68.3 FT W. OF A HYDRANT AT THE SW CORNER OF THE INTERSECTION
 OF1637'OF RIDGE ROAD AND CURTICE ST.
 OF1637'
 OF1637'1.0 FT S OF A MONROE COUNTY WITNESS POST.
 OF1637'
 OF1637'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1637'1929 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF1637
 OF1637                          STATION RECOVERY (1997)
 OF1637
 OF1637'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0263 ***********************************************************************
 PJ0263  DESIGNATION -  193 SUB IBC
 PJ0263  PID         -  PJ0263
 PJ0263  STATE/COUNTY-  NY/JEFFERSON
 PJ0263  USGS QUAD   -  GANANOQUE (1958)
 PJ0263
 PJ0263                         *CURRENT SURVEY CONTROL
 PJ0263  ___________________________________________________________________
 PJ0263* NAD 83(1996)-  44 17 39.25257(N)    076 10 52.43655(W)     ADJUSTED  
 PJ0263* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0263  ___________________________________________________________________
 PJ0263  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 PJ0263  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 PJ0263
 PJ0263  HORZ ORDER  -  THIRD
 PJ0263
 PJ0263.The horizontal coordinates were established by classical geodetic methods
 PJ0263.and adjusted by the National Geodetic Survey in January 1999..
 PJ0263
 PJ0263.The orthometric height was scaled from a topographic map.
 PJ0263
 PJ0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0263
 PJ0263.The geoid height was determined by GEOID03.
 PJ0263
 PJ0263;                    North         East     Units Scale Factor Converg.
 PJ0263;SPC NY C     -   477,036.321   282,089.178   MT  0.99995016   +0 16 50.9
 PJ0263;SPC NY C     - 1,565,076.66    925,487.58   sFT  0.99995016   +0 16 50.9
 PJ0263;UTM  18      - 4,905,232.337   405,764.849   MT  0.99970921   -0 49 29.9
 PJ0263
 PJ0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0263!SPC NY C     -   0.99999340  x   0.99995016  =   0.99994356
 PJ0263!UTM  18      -   0.99999340  x   0.99970921  =   0.99970261
 PJ0263
 PJ0263:                Primary Azimuth Mark                     Grid Az
 PJ0263:SPC NY C     -  196 IWC                                  157 44 00.3
 PJ0263:UTM  18      -  196 IWC                                  158 50 21.1
 PJ0263
 PJ0263|---------------------------------------------------------------------|
 PJ0263| PID    Reference Object                     Distance      Geod. Az  |
 PJ0263|                                                           dddmmss.s |
 PJ0263| PJ0284 196 IWC                             APPROX. 5.7 KM 1580051.2 |
 PJ0263| PJ0302 WOLFE IS CHANNEL LIGHT IBC          APPROX. 6.2 KM 1820745.7 |
 PJ0263|---------------------------------------------------------------------|
 PJ0263
 PJ0263                          SUPERSEDED SURVEY CONTROL
 PJ0263
 PJ0263  NAD 83(1986)-  44 17 39.25802(N)    076 10 52.42588(W) AD(       ) 3
 PJ0263  NAD 27      -  44 17 39.12200(N)    076 10 53.65200(W) AD(       ) 3
 PJ0263
 PJ0263.Superseded values are not recommended for survey control.
 PJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0263.See file dsdata.txt to determine how the superseded data were derived.
 PJ0263
 PJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ0576505232(NAD 83)
 PJ0263_MARKER: DD = SURVEY DISK
 PJ0263_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0263_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PJ0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0263+STABILITY: POSITION/ELEVATION WELL
 PJ0263
 PJ0263  HISTORY     - Date     Condition        Report By
 PJ0263  HISTORY     - 1940     MONUMENTED       IBC
 PJ0263  HISTORY     - 1957     GOOD             IBC
 PJ0263
 PJ0263                          STATION DESCRIPTION
 PJ0263
 PJ0263'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0263'ABOUT 2-1/2 MILES SOUTHWEST OF GANANOQUE, ONTARIO.  ON LONG ISLAND,
 PJ0263'THE SMALL ISLAND LYING ABOUT 650 FEET SOUTH OF YORKE ISLAND IN THE
 PJ0263'ST LAWRENCE RIVER.  THE STATION IS ON THE POINT ON THE WESTERN END OF
 PJ0263'THE ISLAND ABOUT 75 FEET NORTHEAST OF THE EXTREME END OF THE POINT.
 PJ0263'IT IS ON THE NORTHWEST SIDE OF THE POINT ABOUT 30 FEET FROM THE
 PJ0263'WATERS EDGE AND ABOUT 8 FEET ABOVE THE WATER IN THE RIVER.
 PJ0263'
 PJ0263'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0263'DISK STATION MARK SET IN THE SOLID ROCK THAT COVERS THE ENTIRE POINT.
 PJ0263
 PJ0263                          STATION RECOVERY (1957)
 PJ0263
 PJ0263'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0263'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2275 ***********************************************************************
 MZ2275  DESIGNATION -  193=JUDSON
 MZ2275  PID         -  MZ2275
 MZ2275  STATE/COUNTY-  NY/COLUMBIA
 MZ2275  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2275
 MZ2275                         *CURRENT SURVEY CONTROL
 MZ2275  ___________________________________________________________________
 MZ2275* NAD 83(1996)-  42 19 47.51522(N)    073 46 02.26999(W)     ADJUSTED  
 MZ2275* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 MZ2275  ___________________________________________________________________
 MZ2275  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 MZ2275  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2275
 MZ2275  HORZ ORDER  -  THIRD
 MZ2275
 MZ2275.The horizontal coordinates were established by classical geodetic methods
 MZ2275.and adjusted by the National Geodetic Survey in January 1999..
 MZ2275
 MZ2275.The orthometric height was scaled from a topographic map.
 MZ2275
 MZ2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2275
 MZ2275.The geoid height was determined by GEOID03.
 MZ2275
 MZ2275;                    North         East     Units Scale Factor Converg.
 MZ2275;SPC NY E     -   388,496.673   210,384.573   MT  0.99994485   +0 29 36.3
 MZ2275;SPC NY E     - 1,274,592.83    690,236.72   sFT  0.99994485   +0 29 36.3
 MZ2275;UTM  18      - 4,687,137.620   601,561.305   MT  0.99972691   +0 49 48.6
 MZ2275
 MZ2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2275!SPC NY E     -   0.99999635  x   0.99994485  =   0.99994120
 MZ2275!UTM  18      -   0.99999635  x   0.99972691  =   0.99972326
 MZ2275
 MZ2275:                Primary Azimuth Mark                     Grid Az
 MZ2275:SPC NY E     -  FLASHING RED AND WHITE BEACON            082 19 59.9
 MZ2275:UTM  18      -  FLASHING RED AND WHITE BEACON            081 59 47.6
 MZ2275
 MZ2275|---------------------------------------------------------------------|
 MZ2275| PID    Reference Object                     Distance      Geod. Az  |
 MZ2275|                                                           dddmmss.s |
 MZ2275| MZ2303 FLASHING RED AND WHITE BEACON       APPROX. 0.9 KM 0824936.2 |
 MZ2275| DA2738 JUDSON RM 1                           5.500 METERS 12615     |
 MZ2275| DA2739 JUDSON RM 2                          24.400 METERS 18900     |
 MZ2275| MZ2250 STOCKPORT MIDDLE GROUND LIGHT       APPROX. 1.6 KM 2331428.9 |
 MZ2275| MZ2280 FITHCS WHARF LIGHT                  APPROX. 1.5 KM 2774213.4 |
 MZ2275| MZ2300 LAMPMAN HILL LIGHT                  APPROX. 2.2 KM 3074707.4 |
 MZ2275|---------------------------------------------------------------------|
 MZ2275
 MZ2275                          SUPERSEDED SURVEY CONTROL
 MZ2275
 MZ2275  NAD 83(1996)-  42 19 47.51503(N)    073 46 02.27230(W) AD(       ) 3
 MZ2275  NAD 83(1996)-  42 19 47.51492(N)    073 46 02.27223(W) AD(       ) 3
 MZ2275  NAD 83(1996)-  42 19 47.51530(N)    073 46 02.27220(W) AD(       ) 3
 MZ2275  NAD 83(1992)-  42 19 47.51556(N)    073 46 02.27186(W) AD(       ) 3
 MZ2275  NAD 83(1992)-  42 19 47.51537(N)    073 46 02.27189(W) AD(       ) 3
 MZ2275  NAD 83(1992)-  42 19 47.51743(N)    073 46 02.27000(W) AD(       ) 3
 MZ2275  NAD 83(1986)-  42 19 47.51744(N)    073 46 02.26955(W) AD(       ) 3
 MZ2275  NAD 27      -  42 19 47.20600(N)    073 46 03.82500(W) AD(       ) 3
 MZ2275
 MZ2275.Superseded values are not recommended for survey control.
 MZ2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2275.See file dsdata.txt to determine how the superseded data were derived.
 MZ2275
 MZ2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0156187138(NAD 83)
 MZ2275
 MZ2275  HISTORY     - Date     Condition        Report By
 MZ2275  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2275  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2275
 MZ2275                          STATION DESCRIPTION
 MZ2275
 MZ2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2275'ON THE E SIDE OF HUDSON RIVER 2 MILES SE OF COXSACKIE, 1-1/2
 MZ2275'MILES N OF STOCKPORT CREEK, 520 METERS E OF GAYS POINT ON TOP
 MZ2275'NEAR W CREST OF A BROAD GENTLY SLOPING 180-FOOT HILL IN A GRASSY
 MZ2275'PASTURE, 62 METERS FROM E CORNER OF FENCE AND ABOUT 200 METERS
 MZ2275'FROM AIRPORT FIELD.
 MZ2275'
 MZ2275'STANDARD N.Y. STATE SURVEY GRANITE MONUMENT 193 WAS FOUND
 MZ2275'IN GOOD CONDITION.  REFERENCES WERE NOT DUG FOR.  TWO NEW
 MZ2275'REFERENCE MARKS WERE ESTABLISHED 5.54 METERS AND 24.39 METERS OF
 MZ2275'S.S. MARK.  AN 8-FOOT POLE SIGNAL WAS ERECTED AND THE STATION
 MZ2275'INCORPORATED IN THE 1934 RIVER SCHEME.  SEE DESCRIPTION OF JUDSON
 MZ2275'S.S.
 MZ2275'
 MZ2275'SEE N.Y.S.S. SKETCH OF 1880.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0651 ***********************************************************************
 OE0651  DESIGNATION -  194
 OE0651  PID         -  OE0651
 OE0651  STATE/COUNTY-  NY/HERKIMER
 OE0651  USGS QUAD   -  ILION (1982)
 OE0651
 OE0651                         *CURRENT SURVEY CONTROL
 OE0651  ___________________________________________________________________
 OE0651* NAD 83(1986)-  43 00 36.     (N)    075 01 15.     (W)     SCALED    
 OE0651* NAVD 88     -       124.517  (meters)     408.52   (feet)  ADJUSTED  
 OE0651  ___________________________________________________________________
 OE0651  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 OE0651  DYNAMIC HT  -         124.483 (meters)     408.41  (feet)  COMP
 OE0651  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 OE0651
 OE0651  VERT ORDER  -  FIRST     CLASS II
 OE0651
 OE0651.The horizontal coordinates were scaled from a topographic map and have
 OE0651.an estimated accuracy of +/- 6 seconds.
 OE0651
 OE0651.The orthometric height was determined by differential leveling
 OE0651.and adjusted by the National Geodetic Survey in June 1991..
 OE0651
 OE0651.The geoid height was determined by GEOID03.
 OE0651
 OE0651.The dynamic height is computed by dividing the NAVD 88
 OE0651.geopotential number by the normal gravity value computed on the
 OE0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0651.degrees latitude (g = 980.6199 gals.).
 OE0651
 OE0651.The modeled gravity was interpolated from observed gravity values.
 OE0651
 OE0651;                    North         East    Units  Estimated Accuracy
 OE0651;SPC NY E     -   463,910.      107,540.      MT  (+/- 180 meters Scaled)
 OE0651
 OE0651                          SUPERSEDED SURVEY CONTROL
 OE0651
 OE0651  NGVD 29 (??/??/92)  124.670  (m)          409.02   (f) ADJ UNCH    1 2
 OE0651
 OE0651.Superseded values are not recommended for survey control.
 OE0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0651.See file dsdata.txt to determine how the superseded data were derived.
 OE0651
 OE0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN983619(NAD 83)
 OE0651_MARKER: O = CHISELED CIRCLE
 OE0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0651_SP_SET: BRIDGE ABUTMENT
 OE0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0651
 OE0651  HISTORY     - Date     Condition        Report By
 OE0651  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0651  HISTORY     - 1931     GOOD             NGS
 OE0651
 OE0651                          STATION DESCRIPTION
 OE0651
 OE0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0651'IN MOHAWK.
 OE0651'0.7 MILE WEST OF INTERSECTION OF RICHFIELD STREET AND OLD ERIE CANAL.
 OE0651'ON REMAINS OF OLD MEYER FARM BRIDGE.  AT SOUTHWEST CORNER OF LOWER
 OE0651'STEP OF WEST WING OF TOWPATH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0093 ***********************************************************************
 PJ0093  DESIGNATION -  194
 PJ0093  PID         -  PJ0093
 PJ0093  STATE/COUNTY-  NY/JEFFERSON
 PJ0093  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0093
 PJ0093                         *CURRENT SURVEY CONTROL
 PJ0093  ___________________________________________________________________
 PJ0093* NAD 83(1986)-  44 09 23.     (N)    076 17 15.     (W)     SCALED    
 PJ0093* NAVD 88     -        83.15   (+/-2cm)     272.8    (feet)  VERTCON   
 PJ0093  ___________________________________________________________________
 PJ0093  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 PJ0093
 PJ0093  VERT ORDER  -  ? (See Below)
 PJ0093
 PJ0093.The horizontal coordinates were scaled from a topographic map and have
 PJ0093.an estimated accuracy of +/- 6 seconds.
 PJ0093
 PJ0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 PJ0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PJ0093.The vertical order pertains to the NGVD 29 superseded value.
 PJ0093
 PJ0093.The geoid height was determined by GEOID03.
 PJ0093
 PJ0093;                    North         East    Units  Estimated Accuracy
 PJ0093;SPC NY C     -   461,680.      273,660.      MT  (+/- 180 meters Scaled)
 PJ0093
 PJ0093                          SUPERSEDED SURVEY CONTROL
 PJ0093
 PJ0093  NGVD 29 (??/??/92)   83.298  (m)          273.29   (f) ADJ UNCH    ?  
 PJ0093
 PJ0093.Superseded values are not recommended for survey control.
 PJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0093.See file dsdata.txt to determine how the superseded data were derived.
 PJ0093
 PJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP970900(NAD 83)
 PJ0093_MARKER: Z = SEE DESCRIPTION
 PJ0093_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0093_SP_SET: BOULDER
 PJ0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0093+STABILITY: POSITION/ELEVATION WELL
 PJ0093
 PJ0093  HISTORY     - Date     Condition        Report By
 PJ0093  HISTORY     - UNK      MONUMENTED       USLS
 PJ0093  HISTORY     - 1943     GOOD             NGS
 PJ0093
 PJ0093                          STATION DESCRIPTION
 PJ0093
 PJ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0093'2.4 MI NE FROM CAPE VINCENT.
 PJ0093'194 ABOUT 2.4 MILES NORTHEAST ALONG RIVER ROAD FROM CAPE VINCENT,
 PJ0093'JEFFERSON COUNTY, AT A CURVE, IN FRONT OF THE CARLTON N. RADLEY
 PJ0093'PROPERTY, ABOUT 232 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PJ0093'HOUSE, 69 FEET SOUTH OF THE SOUTHWEST CORNER OF A TOOL SHED, 14
 PJ0093'FEET NORTH OF  THE NORTH EDGE OF THE PAVEMENT, AND CUT ON THE
 PJ0093'SOUTHWEST END OF A 1-1/2- BY 3- BY 6-FOOT BOULDER. THE HIGHEST
 PJ0093'POINT OF A 1-INCH ROUND KNOB NEAR THE CHISELED FIGURES 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0264 ***********************************************************************
 PJ0264  DESIGNATION -  194 IWC
 PJ0264  PID         -  PJ0264
 PJ0264  STATE/COUNTY-  NY/JEFFERSON
 PJ0264  USGS QUAD   -  GANANOQUE (1958)
 PJ0264
 PJ0264                         *CURRENT SURVEY CONTROL
 PJ0264  ___________________________________________________________________
 PJ0264* NAD 83(1996)-  44 15 32.82647(N)    076 11 04.22436(W)     ADJUSTED  
 PJ0264* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0264  ___________________________________________________________________
 PJ0264  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 PJ0264  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PJ0264
 PJ0264  HORZ ORDER  -  THIRD
 PJ0264
 PJ0264.The horizontal coordinates were established by classical geodetic methods
 PJ0264.and adjusted by the National Geodetic Survey in January 1999..
 PJ0264
 PJ0264.The orthometric height was scaled from a topographic map.
 PJ0264
 PJ0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0264
 PJ0264.The geoid height was determined by GEOID03.
 PJ0264
 PJ0264;                    North         East     Units Scale Factor Converg.
 PJ0264;SPC NY C     -   473,133.017   281,846.831   MT  0.99994997   +0 16 42.0
 PJ0264;SPC NY C     - 1,552,270.57    924,692.48   sFT  0.99994997   +0 16 42.0
 PJ0264;UTM  18      - 4,901,335.373   405,447.321   MT  0.99970995   -0 49 36.2
 PJ0264
 PJ0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0264!SPC NY C     -   0.99999341  x   0.99994997  =   0.99994338
 PJ0264!UTM  18      -   0.99999341  x   0.99970995  =   0.99970336
 PJ0264
 PJ0264:                Primary Azimuth Mark                     Grid Az
 PJ0264:SPC NY C     -  195 SUB                                  318 39 29.6
 PJ0264:UTM  18      -  195 SUB                                  319 45 47.8
 PJ0264
 PJ0264|---------------------------------------------------------------------|
 PJ0264| PID    Reference Object                     Distance      Geod. Az  |
 PJ0264|                                                           dddmmss.s |
 PJ0264| PJ0270 195 SUB                             APPROX. 3.4 KM 3185611.6 |
 PJ0264| PJ0267 BURNT IS CHANNEL LT IBC             APPROX. 4.2 KM 3523341.8 |
 PJ0264|---------------------------------------------------------------------|
 PJ0264
 PJ0264                          SUPERSEDED SURVEY CONTROL
 PJ0264
 PJ0264  NAD 83(1986)-  44 15 32.83041(N)    076 11 04.21370(W) AD(       ) 3
 PJ0264  NAD 27      -  44 15 32.68400(N)    076 11 05.44000(W) AD(       ) 3
 PJ0264
 PJ0264.Superseded values are not recommended for survey control.
 PJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0264.See file dsdata.txt to determine how the superseded data were derived.
 PJ0264
 PJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ0544701335(NAD 83)
 PJ0264_MARKER: DD = SURVEY DISK
 PJ0264_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0264_SP_SET: SET IN BEDROCK
 PJ0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0264+STABILITY: POSITION/ELEVATION WELL
 PJ0264
 PJ0264  HISTORY     - Date     Condition        Report By
 PJ0264  HISTORY     - 1911     MONUMENTED       IBWC
 PJ0264  HISTORY     - 1957     GOOD             IBC
 PJ0264
 PJ0264                          STATION DESCRIPTION
 PJ0264
 PJ0264'DESCRIBED BY INT BDRY WTR COMM 1911
 PJ0264'ABOUT 1-1/2 MILES DUE NORTH OF THE MOST EASTERN END OF WOLFE ISLAND.
 PJ0264'ON THE NORTHEASTERN SIDE OF BLACK ANT ISLAND IN THE ST LAWRENCE RIVER.
 PJ0264'THE STATION IS 4 FEET FROM THE WATERS EDGE AND ABOUT 1 FOOT ABOVE THE
 PJ0264'WATER IN THE RIVER.
 PJ0264'
 PJ0264'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0264'DISK STATION MARK SET IN SOLID ROCK.  THE ORIGINAL STATION, A SMALL
 PJ0264'DRILL HOLE IN SOLID ROCK WAS RECOVERED.
 PJ0264
 PJ0264                          STATION RECOVERY (1957)
 PJ0264
 PJ0264'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0264'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0726 ***********************************************************************
 NA0726  DESIGNATION -  1941
 NA0726  PID         -  NA0726
 NA0726  STATE/COUNTY-  NY/DELAWARE
 NA0726  USGS QUAD   -  LEWBEACH (1982)
 NA0726
 NA0726                         *CURRENT SURVEY CONTROL
 NA0726  ___________________________________________________________________
 NA0726* NAD 83(1986)-  42 02 38.     (N)    074 51 12.     (W)     SCALED    
 NA0726* NAVD 88     -       591.483  (meters)    1940.56   (feet)  ADJUSTED  
 NA0726  ___________________________________________________________________
 NA0726  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 NA0726  DYNAMIC HT  -         591.267 (meters)    1939.85  (feet)  COMP
 NA0726  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 NA0726
 NA0726  VERT ORDER  -  SECOND    CLASS 0
 NA0726
 NA0726.The horizontal coordinates were scaled from a topographic map and have
 NA0726.an estimated accuracy of +/- 6 seconds.
 NA0726
 NA0726.The orthometric height was determined by differential leveling
 NA0726.and adjusted by the National Geodetic Survey in June 1991..
 NA0726
 NA0726.The geoid height was determined by GEOID03.
 NA0726
 NA0726.The dynamic height is computed by dividing the NAVD 88
 NA0726.geopotential number by the normal gravity value computed on the
 NA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0726.degrees latitude (g = 980.6199 gals.).
 NA0726
 NA0726.The modeled gravity was interpolated from observed gravity values.
 NA0726
 NA0726;                    North         East    Units  Estimated Accuracy
 NA0726;SPC NY E     -   356,540.      120,750.      MT  (+/- 180 meters Scaled)
 NA0726
 NA0726                          SUPERSEDED SURVEY CONTROL
 NA0726
 NA0726  NGVD 29 (??/??/92)  591.643  (m)         1941.08   (f) ADJ UNCH    2 0
 NA0726
 NA0726.Superseded values are not recommended for survey control.
 NA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0726.See file dsdata.txt to determine how the superseded data were derived.
 NA0726
 NA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM121546(NAD 83)
 NA0726_MARKER: DB = BENCH MARK DISK
 NA0726_SETTING: 80 = SET IN A BOULDER
 NA0726_SP_SET: BOULDER
 NA0726_STAMPING: 1941 NY
 NA0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0726+STABILITY: SURFACE MOTION
 NA0726
 NA0726  HISTORY     - Date     Condition        Report By
 NA0726  HISTORY     - UNK      MONUMENTED       USGS
 NA0726
 NA0726                          STATION DESCRIPTION
 NA0726
 NA0726'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 NA0726'3.5 MI SE FROM PEPACTON.
 NA0726'3.5 MILES SOUTHEAST ALONG A MACADAM ROAD AND DIRT ROAD FROM THE
 NA0726'INTERSECTION AT PEPACTON, DELAWARE COUNTY, 450 FEET SOUTHEAST ALONG
 NA0726'THE OLD ROAD FROM THE JUNCTION OF THE NEW ROAD, 200 FEET SOUTHEAST OF
 NA0726'AN OLD WOODEN BRIDGE, 40 FEET SOUTHEAST OF A LARGE ROCK, 75 FEET
 NA0726'NORTHEAST OF THE CENTERLINE OF THE NEW ROAD, 7.6 FEET SOUTHWEST OF
 NA0726'THE CENTERLINE OF THE OLD ROAD, IN A BOULDER, AND 15 FEET LOWER THAN
 NA0726'THE NEW ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NA0726'STAMPED 1941 N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0398 ***********************************************************************
 OE0398  DESIGNATION -  1941 A
 OE0398  PID         -  OE0398
 OE0398  STATE/COUNTY-  NY/HERKIMER
 OE0398  USGS QUAD   -  LITTLE FALLS (1943)
 OE0398
 OE0398                         *CURRENT SURVEY CONTROL
 OE0398  ___________________________________________________________________
 OE0398* NAD 83(1986)-  43 17 51.     (N)    074 46 03.     (W)     SCALED    
 OE0398* NAVD 88     -       592.023  (meters)    1942.33   (feet)  ADJUSTED  
 OE0398  ___________________________________________________________________
 OE0398  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OE0398  DYNAMIC HT  -         591.848 (meters)    1941.75  (feet)  COMP
 OE0398  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 OE0398
 OE0398  VERT ORDER  -  SECOND    CLASS 0
 OE0398
 OE0398.The horizontal coordinates were scaled from a topographic map and have
 OE0398.an estimated accuracy of +/- 6 seconds.
 OE0398
 OE0398.The orthometric height was determined by differential leveling
 OE0398.and adjusted by the National Geodetic Survey in June 1991..
 OE0398
 OE0398.The geoid height was determined by GEOID03.
 OE0398
 OE0398.The dynamic height is computed by dividing the NAVD 88
 OE0398.geopotential number by the normal gravity value computed on the
 OE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0398.degrees latitude (g = 980.6199 gals.).
 OE0398
 OE0398.The modeled gravity was interpolated from observed gravity values.
 OE0398
 OE0398;                    North         East    Units  Estimated Accuracy
 OE0398;SPC NY E     -   495,750.      128,300.      MT  (+/- 180 meters Scaled)
 OE0398
 OE0398                          SUPERSEDED SURVEY CONTROL
 OE0398
 OE0398  NGVD 29 (??/??/92)  592.163  (m)         1942.79   (f) ADJ UNCH    2 0
 OE0398
 OE0398.Superseded values are not recommended for survey control.
 OE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0398.See file dsdata.txt to determine how the superseded data were derived.
 OE0398
 OE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN188938(NAD 83)
 OE0398_MARKER: DD = SURVEY DISK
 OE0398_SETTING: 80 = SET IN A BOULDER
 OE0398_SP_SET: BOULDER
 OE0398_STAMPING: 1941 A
 OE0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0398+STABILITY: SURFACE MOTION
 OE0398
 OE0398  HISTORY     - Date     Condition        Report By
 OE0398  HISTORY     - 1941     MONUMENTED       USGS
 OE0398  HISTORY     - 1942     GOOD             NGS
 OE0398
 OE0398                          STATION DESCRIPTION
 OE0398
 OE0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0398'13.2 MI N FROM SALISBURY CENTER.
 OE0398'ABOUT 13.2 MILES NORTH ALONG THE JERSEYFIELD LAKE ROAD FROM THE
 OE0398'VILLAGE HALL AT SALISBURY CENTER, AT JERSEYFIELD LAKE, 48 FEET
 OE0398'NORTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF THE
 OE0398'NORTHWEST CORNER OF A 2-STORY FRAME HOUSE OWNED BY THE WEST VIRGINIA
 OE0398'PULP AND PAPER CO., A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 OE0398'LARGE BOULDER OUTCROP IN THE FRONT YARD OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0959 ***********************************************************************
 MZ0959  DESIGNATION -  194.30
 MZ0959  PID         -  MZ0959
 MZ0959  STATE/COUNTY-  NY/RENSSELAER
 MZ0959  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0959
 MZ0959                         *CURRENT SURVEY CONTROL
 MZ0959  ___________________________________________________________________
 MZ0959* NAD 83(1986)-  42 34 06.     (N)    073 43 41.     (W)     SCALED    
 MZ0959* NAVD 88     -        55.581  (meters)     182.35   (feet)  ADJUSTED  
 MZ0959  ___________________________________________________________________
 MZ0959  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ0959  DYNAMIC HT  -          55.564 (meters)     182.30  (feet)  COMP
 MZ0959  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 MZ0959
 MZ0959  VERT ORDER  -  FIRST     CLASS II
 MZ0959
 MZ0959.The horizontal coordinates were scaled from a topographic map and have
 MZ0959.an estimated accuracy of +/- 6 seconds.
 MZ0959
 MZ0959.The orthometric height was determined by differential leveling
 MZ0959.and adjusted by the National Geodetic Survey in June 1991..
 MZ0959
 MZ0959.The geoid height was determined by GEOID03.
 MZ0959
 MZ0959.The dynamic height is computed by dividing the NAVD 88
 MZ0959.geopotential number by the normal gravity value computed on the
 MZ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0959.degrees latitude (g = 980.6199 gals.).
 MZ0959
 MZ0959.The modeled gravity was interpolated from observed gravity values.
 MZ0959
 MZ0959;                    North         East    Units  Estimated Accuracy
 MZ0959;SPC NY E     -   415,010.      213,380.      MT  (+/- 180 meters Scaled)
 MZ0959
 MZ0959                          SUPERSEDED SURVEY CONTROL
 MZ0959
 MZ0959  NGVD 29 (??/??/92)   55.795  (m)          183.05   (f) ADJ UNCH    1 2
 MZ0959
 MZ0959.Superseded values are not recommended for survey control.
 MZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0959.See file dsdata.txt to determine how the superseded data were derived.
 MZ0959
 MZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN043136(NAD 83)
 MZ0959_MARKER: Q = CHISELED SQUARE
 MZ0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0959_SP_SET: CONCRETE BASE
 MZ0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0959
 MZ0959  HISTORY     - Date     Condition        Report By
 MZ0959  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0959  HISTORY     - 1933     GOOD             NGS
 MZ0959  HISTORY     - 1942     GOOD             LOCENG
 MZ0959
 MZ0959                          STATION DESCRIPTION
 MZ0959
 MZ0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0959'1.9 MI W FROM BROOKVIEW.
 MZ0959'ON B. AND A.R.R. 1.9 MILES WEST OF BROOKVIEW STA. ON CONCRETE BASE OF
 MZ0959'SEMAPHORE NO. 194.32 30 FT. SOUTH OF THE EAST BOUND TRACK LEVEL WITH
 MZ0959'THE TOP OF RAIL.
 MZ0959
 MZ0959                          STATION RECOVERY (1942)
 MZ0959
 MZ0959'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 MZ0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0270 ***********************************************************************
 PJ0270  DESIGNATION -  195 SUB
 PJ0270  PID         -  PJ0270
 PJ0270  STATE/COUNTY-  NY/JEFFERSON
 PJ0270  USGS QUAD   -  GANANOQUE (1958)
 PJ0270
 PJ0270                         *CURRENT SURVEY CONTROL
 PJ0270  ___________________________________________________________________
 PJ0270* NAD 83(1996)-  44 16 56.12330(N)    076 12 45.25914(W)     ADJUSTED  
 PJ0270* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 PJ0270  ___________________________________________________________________
 PJ0270  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 PJ0270  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PJ0270
 PJ0270  HORZ ORDER  -  THIRD
 PJ0270
 PJ0270.The horizontal coordinates were established by classical geodetic methods
 PJ0270.and adjusted by the National Geodetic Survey in January 1999..
 PJ0270
 PJ0270.The orthometric height was scaled from a topographic map.
 PJ0270
 PJ0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0270
 PJ0270.The geoid height was determined by GEOID03.
 PJ0270
 PJ0270;                    North         East     Units Scale Factor Converg.
 PJ0270;SPC NY C     -   475,693.392   279,594.172   MT  0.99994827   +0 15 31.9
 PJ0270;SPC NY C     - 1,560,670.74    917,301.88   sFT  0.99994827   +0 15 31.9
 PJ0270;UTM  18      - 4,903,938.110   403,244.992   MT  0.99971513   -0 50 48.0
 PJ0270
 PJ0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0270!SPC NY C     -   0.99998981  x   0.99994827  =   0.99993808
 PJ0270!UTM  18      -   0.99998981  x   0.99971513  =   0.99970494
 PJ0270
 PJ0270:                Primary Azimuth Mark                     Grid Az
 PJ0270:SPC NY C     -  194 IWC                                  138 39 29.2
 PJ0270:UTM  18      -  194 IWC                                  139 45 49.1
 PJ0270
 PJ0270|---------------------------------------------------------------------|
 PJ0270| PID    Reference Object                     Distance      Geod. Az  |
 PJ0270|                                                           dddmmss.s |
 PJ0270| PJ0264 194 IWC                             APPROX. 3.4 KM 1385501.1 |
 PJ0270| PJ0302 WOLFE IS CHANNEL LIGHT IBC          APPROX. 5.3 KM 1544539.2 |
 PJ0270| CZ7370 195 SUB RM 1                          2.469 METERS 15609     |
 PJ0270| CZ7371 195 SUB RM 2                          3.670 METERS 22916     |
 PJ0270|---------------------------------------------------------------------|
 PJ0270
 PJ0270                          SUPERSEDED SURVEY CONTROL
 PJ0270
 PJ0270  NAD 83(1986)-  44 16 56.12810(N)    076 12 45.24986(W) AD(       ) 3
 PJ0270  NAD 27      -  44 16 55.98950(N)    076 12 46.48028(W) AD(       ) 3
 PJ0270
 PJ0270.Superseded values are not recommended for survey control.
 PJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0270.See file dsdata.txt to determine how the superseded data were derived.
 PJ0270
 PJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ0324503938(NAD 83)
 PJ0270_MARKER: DD = SURVEY DISK
 PJ0270_SETTING: 80 = SET IN A BOULDER
 PJ0270_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PJ0270
 PJ0270  HISTORY     - Date     Condition        Report By
 PJ0270  HISTORY     - 1940     MONUMENTED       IBC
 PJ0270  HISTORY     - 1957     MARK NOT FOUND   IBC
 PJ0270
 PJ0270                          STATION DESCRIPTION
 PJ0270
 PJ0270'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0270'ON THE SOUTHERN SIDE OF THE EASTERN END OF HOWE ISLAND IN THE ST
 PJ0270'LAWRENCE RIVER.  THE STATION IS IN A CLEARING ALONG THE WOODED SHORE
 PJ0270'LINE ABOUT 1-1/2 MILES SOUTHWEST OF THE NORTHEASTERN END OF THE
 PJ0270'ISLAND.  IT IS 20 FEET FROM THE SHORE LINE AND ABOUT 4 FEET ABOVE THE
 PJ0270'WATER IN THE RIVER.
 PJ0270'
 PJ0270'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0270'DISK STATION MARK SET IN A FLAT LIMESTONE ABOUT 4 FEET SQUARE.  THERE
 PJ0270'ARE TWO REFERENCE MARKS, EACH CONSISTING OF A 3/4 - INCH DRILL HOLE
 PJ0270'IN A RED GRANITE BOULDER.
 PJ0270
 PJ0270                          STATION RECOVERY (1957)
 PJ0270
 PJ0270'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0270'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0960 ***********************************************************************
 MZ0960  DESIGNATION -  195.02
 MZ0960  PID         -  MZ0960
 MZ0960  STATE/COUNTY-  NY/RENSSELAER
 MZ0960  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0960
 MZ0960                         *CURRENT SURVEY CONTROL
 MZ0960  ___________________________________________________________________
 MZ0960* NAD 83(1986)-  42 34 44.     (N)    073 43 52.     (W)     SCALED    
 MZ0960* NAVD 88     -        52.163  (meters)     171.14   (feet)  ADJUSTED  
 MZ0960  ___________________________________________________________________
 MZ0960  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ0960  DYNAMIC HT  -          52.148 (meters)     171.09  (feet)  COMP
 MZ0960  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 MZ0960
 MZ0960  VERT ORDER  -  FIRST     CLASS II
 MZ0960
 MZ0960.The horizontal coordinates were scaled from a topographic map and have
 MZ0960.an estimated accuracy of +/- 6 seconds.
 MZ0960
 MZ0960.The orthometric height was determined by differential leveling
 MZ0960.and adjusted by the National Geodetic Survey in June 1991..
 MZ0960
 MZ0960.The geoid height was determined by GEOID03.
 MZ0960
 MZ0960.The dynamic height is computed by dividing the NAVD 88
 MZ0960.geopotential number by the normal gravity value computed on the
 MZ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0960.degrees latitude (g = 980.6199 gals.).
 MZ0960
 MZ0960.The modeled gravity was interpolated from observed gravity values.
 MZ0960
 MZ0960;                    North         East    Units  Estimated Accuracy
 MZ0960;SPC NY E     -   416,180.      213,120.      MT  (+/- 180 meters Scaled)
 MZ0960
 MZ0960                          SUPERSEDED SURVEY CONTROL
 MZ0960
 MZ0960  NGVD 29 (??/??/92)   52.379  (m)          171.85   (f) ADJ UNCH    1 2
 MZ0960
 MZ0960.Superseded values are not recommended for survey control.
 MZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0960.See file dsdata.txt to determine how the superseded data were derived.
 MZ0960
 MZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN041148(NAD 83)
 MZ0960_MARKER: Q = CHISELED SQUARE
 MZ0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0960_SP_SET: CONCRETE BASE
 MZ0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0960
 MZ0960  HISTORY     - Date     Condition        Report By
 MZ0960  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0960  HISTORY     - 1955     GOOD             NGS
 MZ0960
 MZ0960                          STATION DESCRIPTION
 MZ0960
 MZ0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0960'0.4 MI S FROM EAST GREENBUSH.
 MZ0960'ABOUT 0.4 MILE SOUTH ALONG THE BOSTON AND ALBANY RAILROAD FROM THE
 MZ0960'CROSSING OF HAYS ROAD AND FLAG STATION AT EAST GREENBUSH, ABOUT 2.6
 MZ0960'MILES NORTHWEST OF THE STATION AT BROOKVIEW, A 1 1/2-INCH OUTLINED
 MZ0960'SQUARE ON THE TOP OF NORTH CORNER OF ABANDONED CONCRETE BASE (3 BY 3
 MZ0960'1/2 FEET), 19 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 182 FEET NORTHWEST
 MZ0960'OF MILE POST B 195, AND ABOUT 1 1/4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0938 ***********************************************************************
 LY0938  DESIGNATION -  1954
 LY0938  PID         -  LY0938
 LY0938  STATE/COUNTY-  NY/ULSTER
 LY0938  USGS QUAD   -  CLARYVILLE (1981)
 LY0938
 LY0938                         *CURRENT SURVEY CONTROL
 LY0938  ___________________________________________________________________
 LY0938* NAD 83(1986)-  41 56 26.     (N)    074 35 04.     (W)     SCALED    
 LY0938* NAVD 88     -       595.259  (meters)    1952.95   (feet)  ADJUSTED  
 LY0938  ___________________________________________________________________
 LY0938  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LY0938  DYNAMIC HT  -         595.019 (meters)    1952.16  (feet)  COMP
 LY0938  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 LY0938
 LY0938  VERT ORDER  -  SECOND    CLASS 0
 LY0938
 LY0938.The horizontal coordinates were scaled from a topographic map and have
 LY0938.an estimated accuracy of +/- 6 seconds.
 LY0938
 LY0938.The orthometric height was determined by differential leveling
 LY0938.and adjusted by the National Geodetic Survey in June 1991..
 LY0938
 LY0938.The geoid height was determined by GEOID03.
 LY0938
 LY0938.The dynamic height is computed by dividing the NAVD 88
 LY0938.geopotential number by the normal gravity value computed on the
 LY0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0938.degrees latitude (g = 980.6199 gals.).
 LY0938
 LY0938.The modeled gravity was interpolated from observed gravity values.
 LY0938
 LY0938;                    North         East    Units  Estimated Accuracy
 LY0938;SPC NY E     -   345,000.      143,000.      MT  (+/- 180 meters Scaled)
 LY0938
 LY0938                          SUPERSEDED SURVEY CONTROL
 LY0938
 LY0938  NGVD 29 (??/??/92)  595.420  (m)         1953.47   (f) ADJ UNCH    2 0
 LY0938
 LY0938.Superseded values are not recommended for survey control.
 LY0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0938.See file dsdata.txt to determine how the superseded data were derived.
 LY0938
 LY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM344432(NAD 83)
 LY0938_MARKER: DD = SURVEY DISK
 LY0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0938_SP_SET: CORNER STONE
 LY0938_STAMPING: 1954 ADJ 1903
 LY0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0938
 LY0938  HISTORY     - Date     Condition        Report By
 LY0938  HISTORY     - 1903     MONUMENTED       USGS
 LY0938  HISTORY     - 1942     GOOD             NGS
 LY0938
 LY0938                          STATION DESCRIPTION
 LY0938
 LY0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0938'5.5 MI E FROM WILLOWEMOC.
 LY0938'IN ULSTER COUNTY, 5.5 MILES EAST ALONG A DIRT ROAD FROM THE
 LY0938'POST OFFICE AT WILLOWEMOC, SULLIVAN COUNTY, 0.1 MILE EAST OF A
 LY0938'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, NEAR ROUND POND, 9
 LY0938'FEET WEST OF A FOOT TRAIL LEADING TO THE POND, 56 FEET NORTH
 LY0938'OF THE CENTERLINE OF THE DIRT ROAD, IN THE TOP OF A CORNER STONE
 LY0938'OF A DEMOLISHED HOUSE, AND 8 FEET HIGHER THAN THE ROAD.  A UNITED
 LY0938'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1954 ADJ 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0284 ***********************************************************************
 PJ0284  DESIGNATION -  196 IWC
 PJ0284  PID         -  PJ0284
 PJ0284  STATE/COUNTY-  NY/JEFFERSON
 PJ0284  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0284
 PJ0284                         *CURRENT SURVEY CONTROL
 PJ0284  ___________________________________________________________________
 PJ0284* NAD 83(1996)-  44 14 47.83789(N)    076 09 16.16453(W)     ADJUSTED  
 PJ0284* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0284  ___________________________________________________________________
 PJ0284  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PJ0284  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 PJ0284
 PJ0284  HORZ ORDER  -  THIRD
 PJ0284
 PJ0284.The horizontal coordinates were established by classical geodetic methods
 PJ0284.and adjusted by the National Geodetic Survey in January 1999..
 PJ0284
 PJ0284.The orthometric height was scaled from a topographic map.
 PJ0284
 PJ0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0284
 PJ0284.The geoid height was determined by GEOID03.
 PJ0284
 PJ0284;                    North         East     Units Scale Factor Converg.
 PJ0284;SPC NY C     -   471,756.573   284,250.952   MT  0.99995192   +0 17 57.2
 PJ0284;SPC NY C     - 1,547,754.69    932,580.00   sFT  0.99995192   +0 17 57.2
 PJ0284;UTM  18      - 4,899,913.171   407,823.872   MT  0.99970449   -0 48 20.2
 PJ0284
 PJ0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0284!SPC NY C     -   0.99999341  x   0.99995192  =   0.99994533
 PJ0284!UTM  18      -   0.99999341  x   0.99970449  =   0.99969790
 PJ0284
 PJ0284:                Primary Azimuth Mark                     Grid Az
 PJ0284:SPC NY C     -  198 SUB IBC                              189 03 15.0
 PJ0284:UTM  18      -  198 SUB IBC                              190 09 32.4
 PJ0284
 PJ0284|---------------------------------------------------------------------|
 PJ0284| PID    Reference Object                     Distance      Geod. Az  |
 PJ0284|                                                           dddmmss.s |
 PJ0284| PJ0297 198 SUB IBC                         APPROX. 3.1 KM 1892112.2 |
 PJ0284| PJ0302 WOLFE IS CHANNEL LIGHT IBC          APPROX. 2.5 KM 2495359.0 |
 PJ0284| PJ0267 BURNT IS CHANNEL LT IBC             APPROX. 6.3 KM 3320240.8 |
 PJ0284|---------------------------------------------------------------------|
 PJ0284
 PJ0284                          SUPERSEDED SURVEY CONTROL
 PJ0284
 PJ0284  NAD 83(1986)-  44 14 47.84095(N)    076 09 16.15219(W) AD(       ) 3
 PJ0284  NAD 27      -  44 14 47.69500(N)    076 09 17.37800(W) AD(       ) 3
 PJ0284
 PJ0284.Superseded values are not recommended for survey control.
 PJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0284.See file dsdata.txt to determine how the superseded data were derived.
 PJ0284
 PJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0782499913(NAD 83)
 PJ0284_MARKER: Z = SEE DESCRIPTION
 PJ0284_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0284_SP_SET: SET IN BEDROCK
 PJ0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0284+STABILITY: POSITION/ELEVATION WELL
 PJ0284
 PJ0284  HISTORY     - Date     Condition        Report By
 PJ0284  HISTORY     - 1911     MONUMENTED       IBWC
 PJ0284  HISTORY     - 1957     GOOD             IBC
 PJ0284
 PJ0284                          STATION DESCRIPTION
 PJ0284
 PJ0284'DESCRIBED BY INT BDRY WTR COMM 1911
 PJ0284'ABOUT 3.4 MILES WEST OF CLAYTON, NEW YORK.  ABOUT 1600 FEET SOUTHWEST
 PJ0284'OF THE SOUTHWEST END OF GRINDSTONE ISLAND.  ON THE SOUTHWESTERN END OF
 PJ0284'WHISKEY ISLAND IN THE ST LAWRENCE RIVER.  THE STATION IS ABOUT 6 FEET
 PJ0284'FROM THE WATERS EDGE AND ABOUT 5 FEET ABOVE THE WATER IN THE RIVER.
 PJ0284'
 PJ0284'STATION MARK--A BRONZE PLUG ABOUT 1/2 - INCH IN DIAMETER AND WITH A
 PJ0284'1/4 - INCH HOLE IN THE CENTER.  THE PLUG IS SET WITH CEMENT IN A DRILL
 PJ0284'HOLE IN SOLID ROCK.  IT PROJECTS ABOVE THE SURFACE OF THE ROCK ABOUT
 PJ0284'1/2 INCH.
 PJ0284
 PJ0284                          STATION RECOVERY (1957)
 PJ0284
 PJ0284'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0284'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0037 ***********************************************************************
 NA0037  DESIGNATION -  196.0
 NA0037  PID         -  NA0037
 NA0037  STATE/COUNTY-  NY/MONTGOMERY
 NA0037  USGS QUAD   -  CANAJOHARIE (1944)
 NA0037
 NA0037                         *CURRENT SURVEY CONTROL
 NA0037  ___________________________________________________________________
 NA0037* NAD 83(1986)-  42 54 07.     (N)    074 32 15.     (W)     SCALED    
 NA0037* NAVD 88     -        90.740  (meters)     297.70   (feet)  ADJUSTED  
 NA0037  ___________________________________________________________________
 NA0037  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NA0037  DYNAMIC HT  -          90.715 (meters)     297.62  (feet)  COMP
 NA0037  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 NA0037
 NA0037  VERT ORDER  -  FIRST     CLASS II
 NA0037
 NA0037.The horizontal coordinates were scaled from a topographic map and have
 NA0037.an estimated accuracy of +/- 6 seconds.
 NA0037
 NA0037.The orthometric height was determined by differential leveling
 NA0037.and adjusted by the National Geodetic Survey in June 1991..
 NA0037
 NA0037.The geoid height was determined by GEOID03.
 NA0037
 NA0037.The dynamic height is computed by dividing the NAVD 88
 NA0037.geopotential number by the normal gravity value computed on the
 NA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0037.degrees latitude (g = 980.6199 gals.).
 NA0037
 NA0037.The modeled gravity was interpolated from observed gravity values.
 NA0037
 NA0037;                    North         East    Units  Estimated Accuracy
 NA0037;SPC NY E     -   451,780.      146,940.      MT  (+/- 180 meters Scaled)
 NA0037
 NA0037                          SUPERSEDED SURVEY CONTROL
 NA0037
 NA0037  NGVD 29 (??/??/92)   90.914  (m)          298.27   (f) ADJ UNCH    1 2
 NA0037
 NA0037.Superseded values are not recommended for survey control.
 NA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0037.See file dsdata.txt to determine how the superseded data were derived.
 NA0037
 NA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN377500(NAD 83)
 NA0037_MARKER: Q = CHISELED SQUARE
 NA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0037_SP_SET: STONE
 NA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0037+STABILITY: SURFACE MOTION
 NA0037
 NA0037  HISTORY     - Date     Condition        Report By
 NA0037  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0037  HISTORY     - 1931     GOOD             NGS
 NA0037  HISTORY     - 20010614 MARK NOT FOUND   USPSQD
 NA0037
 NA0037                          STATION DESCRIPTION
 NA0037
 NA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0037'1.2 MI W FROM SPRAKERS STATION.
 NA0037'1.2 MILES WEST OF BY RAIL ON RIGHT OF WAY OF NEW YORK CENTRAL
 NA0037'RAILROAD. ON MILEPOST N.Y. 196.
 NA0037
 NA0037                          STATION RECOVERY (2001)
 NA0037
 NA0037'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0969 ***********************************************************************
 MZ0969  DESIGNATION -  196.96
 MZ0969  PID         -  MZ0969
 MZ0969  STATE/COUNTY-  NY/RENSSELAER
 MZ0969  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0969
 MZ0969                         *CURRENT SURVEY CONTROL
 MZ0969  ___________________________________________________________________
 MZ0969* NAD 83(1986)-  42 36 18.     (N)    073 44 38.     (W)     SCALED    
 MZ0969* NAVD 88     -        34.237  (meters)     112.33   (feet)  ADJUSTED  
 MZ0969  ___________________________________________________________________
 MZ0969  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 MZ0969  DYNAMIC HT  -          34.227 (meters)     112.29  (feet)  COMP
 MZ0969  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 MZ0969
 MZ0969  VERT ORDER  -  FIRST     CLASS II
 MZ0969
 MZ0969.The horizontal coordinates were scaled from a topographic map and have
 MZ0969.an estimated accuracy of +/- 6 seconds.
 MZ0969
 MZ0969.The orthometric height was determined by differential leveling
 MZ0969.and adjusted by the National Geodetic Survey in June 1991..
 MZ0969
 MZ0969.The geoid height was determined by GEOID03.
 MZ0969
 MZ0969.The dynamic height is computed by dividing the NAVD 88
 MZ0969.geopotential number by the normal gravity value computed on the
 MZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0969.degrees latitude (g = 980.6199 gals.).
 MZ0969
 MZ0969.The modeled gravity was interpolated from observed gravity values.
 MZ0969
 MZ0969;                    North         East    Units  Estimated Accuracy
 MZ0969;SPC NY E     -   419,070.      212,040.      MT  (+/- 180 meters Scaled)
 MZ0969
 MZ0969                          SUPERSEDED SURVEY CONTROL
 MZ0969
 MZ0969  NGVD 29 (??/??/92)   34.47   (m)          113.1    (f) COMPUTED    1 2
 MZ0969
 MZ0969.Superseded values are not recommended for survey control.
 MZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0969.See file dsdata.txt to determine how the superseded data were derived.
 MZ0969
 MZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN030177(NAD 83)
 MZ0969_MARKER: Q = CHISELED SQUARE
 MZ0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0969_SP_SET: SIGNAL BASE
 MZ0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0969
 MZ0969  HISTORY     - Date     Condition        Report By
 MZ0969  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0969  HISTORY     - 1955     GOOD             NGS
 MZ0969  HISTORY     - 1974     MARK NOT FOUND   NGS
 MZ0969
 MZ0969                          STATION DESCRIPTION
 MZ0969
 MZ0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0969'1.6 MI N FROM EAST GREENBUSH.
 MZ0969'ABOUT 1.6 MILES NORTH ALONG THE BOSTON AND ALBANY RAILROAD FROM THE
 MZ0969'CROSSING OF HAYS ROAD AND FLAG STATION AT EAST GREENBUSH, ON THE TOP
 MZ0969'OF NORTHWEST CORNER OF AN ABANDONED BASE OF A SINGAL, 24 1/2 FEET WEST
 MZ0969'OF WEST RAIL, 200 1/2 FEET NORTH OF CENTER OF A PRIVATE ROAD CROSSING,
 MZ0969'193 1/2 FEET SOUTH OF MILE POST B 197, AND ABOUT 2 1/2 FEET BELOW
 MZ0969'LEVEL OF TRACK.
 MZ0969
 MZ0969                          STATION RECOVERY (1974)
 MZ0969
 MZ0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MZ0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0301 ***********************************************************************
 PJ0301  DESIGNATION -  197 SUB IBC
 PJ0301  PID         -  PJ0301
 PJ0301  STATE/COUNTY-  NY/JEFFERSON
 PJ0301  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0301
 PJ0301                         *CURRENT SURVEY CONTROL
 PJ0301  ___________________________________________________________________
 PJ0301* NAD 83(1996)-  44 14 19.77192(N)    076 11 02.61120(W)     ADJUSTED  
 PJ0301* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0301  ___________________________________________________________________
 PJ0301  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 PJ0301  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 PJ0301
 PJ0301  HORZ ORDER  -  THIRD
 PJ0301
 PJ0301.The horizontal coordinates were established by classical geodetic methods
 PJ0301.and adjusted by the National Geodetic Survey in January 1999..
 PJ0301
 PJ0301.The orthometric height was scaled from a topographic map.
 PJ0301
 PJ0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0301
 PJ0301.The geoid height was determined by GEOID03.
 PJ0301
 PJ0301;                    North         East     Units Scale Factor Converg.
 PJ0301;SPC NY C     -   470,878.439   281,893.577   MT  0.99995001   +0 16 42.8
 PJ0301;SPC NY C     - 1,544,873.68    924,845.84   sFT  0.99995001   +0 16 42.8
 PJ0301;UTM  18      - 4,899,080.854   405,450.582   MT  0.99970994   -0 49 34.0
 PJ0301
 PJ0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0301!SPC NY C     -   0.99999341  x   0.99995001  =   0.99994342
 PJ0301!UTM  18      -   0.99999341  x   0.99970994  =   0.99970336
 PJ0301
 PJ0301:                Primary Azimuth Mark                     Grid Az
 PJ0301:SPC NY C     -  REF MON 81                               067 37 50.1
 PJ0301:UTM  18      -  REF MON 81                               068 44 06.9
 PJ0301
 PJ0301|---------------------------------------------------------------------|
 PJ0301| PID    Reference Object                     Distance      Geod. Az  |
 PJ0301|                                                           dddmmss.s |
 PJ0301| PJ0285 REF MON 81                          APPROX. 1.3 KM 0675432.9 |
 PJ0301|---------------------------------------------------------------------|
 PJ0301
 PJ0301                          SUPERSEDED SURVEY CONTROL
 PJ0301
 PJ0301  NAD 83(1986)-  44 14 19.77454(N)    076 11 02.60055(W) AD(       ) 3
 PJ0301  NAD 27      -  44 14 19.62700(N)    076 11 03.83100(W) AD(       ) 3
 PJ0301
 PJ0301.Superseded values are not recommended for survey control.
 PJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0301.See file dsdata.txt to determine how the superseded data were derived.
 PJ0301
 PJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0545199081(NAD 83)
 PJ0301_MARKER: DD = SURVEY DISK
 PJ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0301+STABILITY: SURFACE MOTION
 PJ0301
 PJ0301  HISTORY     - Date     Condition        Report By
 PJ0301  HISTORY     - 1940     MONUMENTED       IBC
 PJ0301  HISTORY     - 1957     GOOD             IBC
 PJ0301
 PJ0301                          STATION DESCRIPTION
 PJ0301
 PJ0301'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0301'ON THE NORTHEASTERNMOST POINT OF WOLFE ISLAND IN THE ST LAWRENCE
 PJ0301'RIVER.  THE STATION IS 3.20 FEET EAST OF WOLFE ISLAND LIGHTHOUSE, AND
 PJ0301'6.00 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE LIGHTHOUSE.  IT IS
 PJ0301'ABOUT 15 FEET FROM THE WATERS EDGE AND 12 FEET ABOVE THE WATER IN THE
 PJ0301'RIVER.
 PJ0301'
 PJ0301'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0301'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER
 PJ0301'OF CONCRETE 6 INCHES IN DIAMETER AND 24 INCHES IN DEPTH.  THE
 PJ0301'SUBSURFACE MARK IS A BRASS SCREW SET IN A BLOCK OF CONCRETE 24 INCHES
 PJ0301'UNDERGROUND.
 PJ0301
 PJ0301                          STATION RECOVERY (1957)
 PJ0301
 PJ0301'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0301'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1575 ***********************************************************************
 OF1575  DESIGNATION -  198 1 NYGS 1940
 OF1575  PID         -  OF1575
 OF1575  STATE/COUNTY-  NY/MONROE
 OF1575  USGS QUAD   -  WEBSTER (1978)
 OF1575
 OF1575                         *CURRENT SURVEY CONTROL
 OF1575  ___________________________________________________________________
 OF1575* NAD 83(1996)-  43 11 22.69475(N)    077 28 28.62268(W)     ADJUSTED  
 OF1575* NAVD 88     -       148.42   (+/-2cm)     486.9    (feet)  VERTCON   
 OF1575  ___________________________________________________________________
 OF1575  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OF1575  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF1575
 OF1575  HORZ ORDER  -  SECOND
 OF1575  VERT ORDER  -  THIRD ? (See Below)
 OF1575
 OF1575.The horizontal coordinates were established by classical geodetic methods
 OF1575.and adjusted by the National Geodetic Survey in January 1999..
 OF1575
 OF1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1575.The vertical order pertains to the NGVD 29 superseded value.
 OF1575
 OF1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1575
 OF1575.The geoid height was determined by GEOID03.
 OF1575
 OF1575;                    North         East     Units Scale Factor Converg.
 OF1575;SPC NY W     -   354,833.228   440,121.975   MT  1.00003738   +0 45 31.9
 OF1575;SPC NY W     - 1,164,148.68  1,443,966.85   sFT  1.00003738   +0 45 31.9
 OF1575;UTM  18      - 4,784,847.055   298,915.379   MT  1.00009744   -1 41 39.2
 OF1575
 OF1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1575!SPC NY W     -   0.99998232  x   1.00003738  =   1.00001970
 OF1575!UTM  18      -   0.99998232  x   1.00009744  =   1.00007976
 OF1575
 OF1575:                Primary Azimuth Mark                     Grid Az
 OF1575:SPC NY W     -  2302 MCGS 1972                           179 53 14.2
 OF1575:UTM  18      -  2302 MCGS 1972                           182 20 25.3
 OF1575
 OF1575|---------------------------------------------------------------------|
 OF1575| PID    Reference Object                     Distance      Geod. Az  |
 OF1575|                                                           dddmmss.s |
 OF1575| OF1572 2302 MCGS 1972                      APPROX. 0.8 KM 1803846.1 |
 OF1575|---------------------------------------------------------------------|
 OF1575
 OF1575                          SUPERSEDED SURVEY CONTROL
 OF1575
 OF1575  NAD 83(1986)-  43 11 22.70326(N)    077 28 28.62119(W) AD(       ) 2
 OF1575  NAD 27      -  43 11 22.47752(N)    077 28 29.63439(W) AD(       ) 2
 OF1575  NGVD 29 (07/19/86)  148.62   (m)          487.6    (f) LEVELING    3  
 OF1575
 OF1575.Superseded values are not recommended for survey control.
 OF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1575.See file dsdata.txt to determine how the superseded data were derived.
 OF1575
 OF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9891584847(NAD 83)
 OF1575_MARKER: DS = TRIANGULATION STATION DISK
 OF1575_SETTING: 0 = UNSPECIFIED SETTING
 OF1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1575
 OF1575  HISTORY     - Date     Condition        Report By
 OF1575  HISTORY     - 1940     MONUMENTED       NYGS
 OF1575  HISTORY     - 1972     GOOD             NY-055
 OF1575
 OF1575                          STATION DESCRIPTION
 OF1575
 OF1575'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1575'IN PENFIELD, ON EAST SIDE OF FIVE MILE ROAD, 0.5 MILE NORTH OF
 OF1575'TRACT ROAD, 24.4 FEET EAST OF CENTER LINE OF FIVE MILE LINE ROAD,
 OF1575'4.7 FEET WEST OF INTERSECTION OF EAST RIGHT-OF-WAY FENCE AND
 OF1575'FARM FENCE, 5.9 FEET NORTHWEST OF NORTH GATE POST, 56.2 FEET
 OF1575'EAST OF 12-INCH CHERRY TREE, 48.4 FEET EAST OF R.G. AND E.
 OF1575'POLE NO. 137, AND 195.5 FEET SOUTH OF SOUTH RANGE LINE OF W.
 OF1575'MEISENZAHLS STUCCO HOUSE.  STATION IS A U.S.C. AND G.S. AND
 OF1575'STATE SURVEY STANDARD DISK IN CONCRETE 0.3 FOOT BELOW
 OF1575'GROUND.  ELEVATION--487.606 FEET.
 OF1575
 OF1575                          STATION RECOVERY (1972)
 OF1575
 OF1575'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1575'A NEW DESCRIPTION FOLLOWS--
 OF1575'
 OF1575'IN PENFIELD, ON THE E. SIDE OF 5 MILE LINE ROAD (RT. 18)
 OF1575'
 OF1575'0.5 MI. N. OF PLANK RD. (RT. 11)
 OF1575'
 OF1575'184.5 FT S. OF THE S RANGELINE OF HOUSE NO. 1240
 OF1575'
 OF1575'23.0 FT E. OF CENTERLINE
 OF1575'
 OF1575'131.4 FT SE OF UTILITY POLE - RGE 138, 435 RTC 223, 225
 OF1575'
 OF1575'112.0 FT S OF A HYDRANT
 OF1575'
 OF1575'44.7 FT SW OF SE CORNER OF A STONE CRECHE
 OF1575'
 OF1575'72.8 FT NE OF UTILITY POLE RGE 137, RTC 222
 OF1575'
 OF1575'3.3 FT W OF A U.S. MARKER
 OF1575'
 OF1575'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1575'IN CONCRETE 0.6 FT. BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1573 ***********************************************************************
 OF1573  DESIGNATION -  198 2 NYGS 1940
 OF1573  PID         -  OF1573
 OF1573  STATE/COUNTY-  NY/MONROE
 OF1573  USGS QUAD   -  WEBSTER (1978)
 OF1573
 OF1573                         *CURRENT SURVEY CONTROL
 OF1573  ___________________________________________________________________
 OF1573* NAD 83(1996)-  43 11 50.57496(N)    077 28 28.98430(W)     ADJUSTED  
 OF1573* NAVD 88     -       140.51   (+/-2cm)     461.0    (feet)  VERTCON   
 OF1573  ___________________________________________________________________
 OF1573  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OF1573  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF1573
 OF1573  HORZ ORDER  -  SECOND
 OF1573  VERT ORDER  -  THIRD ? (See Below)
 OF1573
 OF1573.The horizontal coordinates were established by classical geodetic methods
 OF1573.and adjusted by the National Geodetic Survey in January 1999..
 OF1573
 OF1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1573.The vertical order pertains to the NGVD 29 superseded value.
 OF1573
 OF1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1573
 OF1573.The geoid height was determined by GEOID03.
 OF1573
 OF1573;                    North         East     Units Scale Factor Converg.
 OF1573;SPC NY W     -   355,693.464   440,102.414   MT  1.00003733   +0 45 32.1
 OF1573;SPC NY W     - 1,166,970.97  1,443,902.67   sFT  1.00003733   +0 45 32.1
 OF1573;UTM  18      - 4,785,707.392   298,932.659   MT  1.00009735   -1 41 40.4
 OF1573
 OF1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1573!SPC NY W     -   0.99998356  x   1.00003733  =   1.00002089
 OF1573!UTM  18      -   0.99998356  x   1.00009735  =   1.00008091
 OF1573
 OF1573|---------------------------------------------------------------------|
 OF1573| PID    Reference Object                     Distance      Geod. Az  |
 OF1573|                                                           dddmmss.s |
 OF1573| OF1574 TEMP PT 9017                        360.172 METERS 00013     |
 OF1573| OF1575 198 1 NYGS 1940                     APPROX. 0.9 KM 1792722.5 |
 OF1573|---------------------------------------------------------------------|
 OF1573
 OF1573                          SUPERSEDED SURVEY CONTROL
 OF1573
 OF1573  NAD 83(1986)-  43 11 50.58350(N)    077 28 28.98280(W) AD(       ) 2
 OF1573  NAD 27      -  43 11 50.35789(N)    077 28 29.99580(W) AD(       ) 2
 OF1573  NGVD 29 (07/19/86)  140.71   (m)          461.6    (f) LEVELING    3  
 OF1573
 OF1573.Superseded values are not recommended for survey control.
 OF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1573.See file dsdata.txt to determine how the superseded data were derived.
 OF1573
 OF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9893385707(NAD 83)
 OF1573_MARKER: DS = TRIANGULATION STATION DISK
 OF1573_SETTING: 0 = UNSPECIFIED SETTING
 OF1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1573
 OF1573  HISTORY     - Date     Condition        Report By
 OF1573  HISTORY     - 1940     MONUMENTED       NYGS
 OF1573  HISTORY     - 1972     GOOD             NY-055
 OF1573
 OF1573                          STATION DESCRIPTION
 OF1573
 OF1573'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF1573'IN WEBSTER, ON WEST SIDE OF FIVE MILE LINE ROAD, 0.5 MILE SOUTH
 OF1573'OF RIDGE ROAD EAST, 22.2 FEET WEST OF CENTER LINE OF FIVE MILE LINE
 OF1573'ROAD, 9.8 FEET SOUTH OF NORTH RANGE LINE OF R.J. BUNDSCHUHS HOUSE
 OF1573'(ON EAST SIDE OF ROAD), 20.8 FEET NORTH OF SOUTH RANGE LINE OF
 OF1573'SAID HOUSE, 113.8 FEET WEST OF NORTHWEST CORNER OF SAID HOUSE,
 OF1573'115.0 FEET WEST OF SOUTHWEST CORNER OF SAID HOUSE, AND 81.5
 OF1573'FEET NORTHWEST OF R.G. AND E. POLE NO. 147.  STATION IS A U.S.C.
 OF1573'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH
 OF1573'WITH GROUND.
 OF1573
 OF1573                          STATION RECOVERY (1972)
 OF1573
 OF1573'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1573'A NEW DESCRIPTION FOLLOWS--
 OF1573'
 OF1573'IN PENFIELD, ON THE WEST SIDE OF 5 MILE LINE RD. (RT. 18)
 OF1573'
 OF1573'0.5 MI. S. OF RIDGE ROAD (RT. 404)
 OF1573'
 OF1573'22.5 FT W. OF CENTERLINE
 OF1573'
 OF1573'113.8 FT W. OF NW CORNER, AND
 OF1573'
 OF1573'115.0 W. OF SW CORNER OF HOUSE NO. 1138
 OF1573'
 OF1573'121.4 FT NE OF NE CORNER OF HOUSE NO. 1139
 OF1573'
 OF1573'94.3 FT SE OF SE CORNER OF HOUSE NO. 1135
 OF1573'
 OF1573'1.0 FT E. OF A MONROE COUNTY WITNESS POST AND SIGN
 OF1573'
 OF1573'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1573'IN CONCRETE 0.5 FT. BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1542 ***********************************************************************
 OF1542  DESIGNATION -  198 MCGS 1969
 OF1542  PID         -  OF1542
 OF1542  STATE/COUNTY-  NY/MONROE
 OF1542  USGS QUAD   -  WEBSTER (1978)
 OF1542
 OF1542                         *CURRENT SURVEY CONTROL
 OF1542  ___________________________________________________________________
 OF1542* NAD 83(1996)-  43 10 56.59263(N)    077 28 35.82002(W)     ADJUSTED  
 OF1542* NAVD 88     -       144.84   (+/-2cm)     475.2    (feet)  VERTCON   
 OF1542  ___________________________________________________________________
 OF1542  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OF1542  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF1542
 OF1542  HORZ ORDER  -  SECOND
 OF1542  VERT ORDER  -  THIRD ? (See Below)
 OF1542
 OF1542.The horizontal coordinates were established by classical geodetic methods
 OF1542.and adjusted by the National Geodetic Survey in January 1999..
 OF1542
 OF1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1542.The vertical order pertains to the NGVD 29 superseded value.
 OF1542
 OF1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1542
 OF1542.The geoid height was determined by GEOID03.
 OF1542
 OF1542;                    North         East     Units Scale Factor Converg.
 OF1542;SPC NY W     -   354,025.604   439,970.113   MT  1.00003704   +0 45 26.6
 OF1542;SPC NY W     - 1,161,499.00  1,443,468.61   sFT  1.00003704   +0 45 26.6
 OF1542;UTM  18      - 4,784,046.622   298,729.079   MT  1.00009836   -1 41 43.3
 OF1542
 OF1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1542!SPC NY W     -   0.99998288  x   1.00003704  =   1.00001991
 OF1542!UTM  18      -   0.99998288  x   1.00009836  =   1.00008123
 OF1542
 OF1542|---------------------------------------------------------------------|
 OF1542| PID    Reference Object                     Distance      Geod. Az  |
 OF1542|                                                           dddmmss.s |
 OF1542| OF1572 2302 MCGS 1972                      153.446 METERS 09054     |
 OF1542| OF1571 199 1 MCGS 1970                     341.230 METERS 15322     |
 OF1542| OF1545 166 MCGS 1969                       APPROX. 0.6 KM 2692558.3 |
 OF1542|---------------------------------------------------------------------|
 OF1542
 OF1542                          SUPERSEDED SURVEY CONTROL
 OF1542
 OF1542  NAD 83(1986)-  43 10 56.60112(N)    077 28 35.81859(W) AD(       ) 2
 OF1542  NAD 27      -  43 10 56.37528(N)    077 28 36.83208(W) AD(       ) 2
 OF1542  NGVD 29 (07/19/86)  145.04   (m)          475.9    (f) LEVELING    3  
 OF1542
 OF1542.Superseded values are not recommended for survey control.
 OF1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1542.See file dsdata.txt to determine how the superseded data were derived.
 OF1542
 OF1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9872984047(NAD 83)
 OF1542_MARKER: DD = SURVEY DISK
 OF1542_SETTING: 0 = UNSPECIFIED SETTING
 OF1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1542
 OF1542  HISTORY     - Date     Condition        Report By
 OF1542  HISTORY     - 1969     MONUMENTED       NY-055
 OF1542  HISTORY     - 1985     GOOD             USPSQD
 OF1542  HISTORY     - 19951021 GOOD             USPSQD
 OF1542
 OF1542                          STATION DESCRIPTION
 OF1542
 OF1542'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1542'IN PENFIELD
 OF1542'
 OF1542'ALONG PLANK ROAD
 OF1542'
 OF1542'0.1 MILE WEST OF FIVE MILE LINE ROAD.
 OF1542'
 OF1542'0.42 MILE NORTH OF STATION MILE 1939, 1969.
 OF1542'
 OF1542'20.7 FEET NORTH OF CENTER LINE OF THE ROAD.
 OF1542'
 OF1542'95.9 FEET WEST OF CONCRETE POLE RGE 297.
 OF1542'
 OF1542'70.8 FEET NORTHEAST OF EAST END OF 12 INCH CULVERT PIPE ON
 OF1542'SOUTH SIDE OF ROAD.
 OF1542'
 OF1542'113.1 FEET NORTHEAST OF RGE POLE (NO NUMBER).
 OF1542'
 OF1542'130.7 FEET EAST OF RGE POLE (NO NUMBER).
 OF1542'
 OF1542'68.3 FEET EAST OF EAST END OF 12 INCH CULVERT PIPE ON NORTH
 OF1542'SIDE OF ROAD.
 OF1542'
 OF1542'7.5 FEET NORTH OF NORTH EDGE OF PAVEMENT.
 OF1542'
 OF1542'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1542'DISK STAMPED 198 IN THE TOP OF CONCRETE POST COVERED 1.1 FEET.
 OF1542
 OF1542                          STATION RECOVERY (1985)
 OF1542
 OF1542'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1542'198 FOUND GOOD.
 OF1542'
 OF1542'NOW AT NORTH EDGE OF PAVEMENT WITNESS POST ON NORTH SIDE OF STATION.
 OF1542
 OF1542                          STATION RECOVERY (1995)
 OF1542
 OF1542'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0297 ***********************************************************************
 PJ0297  DESIGNATION -  198 SUB IBC
 PJ0297  PID         -  PJ0297
 PJ0297  STATE/COUNTY-  NY/JEFFERSON
 PJ0297  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0297
 PJ0297                         *CURRENT SURVEY CONTROL
 PJ0297  ___________________________________________________________________
 PJ0297* NAD 83(1996)-  44 13 07.54019(N)    076 09 39.13611(W)     ADJUSTED  
 PJ0297* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 PJ0297  ___________________________________________________________________
 PJ0297  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PJ0297  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PJ0297
 PJ0297  HORZ ORDER  -  THIRD
 PJ0297
 PJ0297.The horizontal coordinates were established by classical geodetic methods
 PJ0297.and adjusted by the National Geodetic Survey in January 1999..
 PJ0297
 PJ0297.The orthometric height was scaled from a topographic map.
 PJ0297
 PJ0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0297
 PJ0297.The geoid height was determined by GEOID03.
 PJ0297
 PJ0297;                    North         East     Units Scale Factor Converg.
 PJ0297;SPC NY C     -   468,658.356   283,757.235   MT  0.99995151   +0 17 40.7
 PJ0297;SPC NY C     - 1,537,589.96    930,960.20   sFT  0.99995151   +0 17 40.7
 PJ0297;UTM  18      - 4,896,825.808   407,270.659   MT  0.99970575   -0 48 34.7
 PJ0297
 PJ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0297!SPC NY C     -   0.99999200  x   0.99995151  =   0.99994351
 PJ0297!UTM  18      -   0.99999200  x   0.99970575  =   0.99969775
 PJ0297
 PJ0297:                Primary Azimuth Mark                     Grid Az
 PJ0297:SPC NY C     -  200 SUB                                  245 44 59.5
 PJ0297:UTM  18      -  200 SUB                                  246 51 14.9
 PJ0297
 PJ0297|---------------------------------------------------------------------|
 PJ0297| PID    Reference Object                     Distance      Geod. Az  |
 PJ0297|                                                           dddmmss.s |
 PJ0297| PJ0303 200 SUB                             APPROX. 4.1 KM 2460240.2 |
 PJ0297| PJ0302 WOLFE IS CHANNEL LIGHT IBC          APPROX. 2.9 KM 3201419.7 |
 PJ0297|---------------------------------------------------------------------|
 PJ0297
 PJ0297                          SUPERSEDED SURVEY CONTROL
 PJ0297
 PJ0297  NAD 83(1986)-  44 13 07.54161(N)    076 09 39.12410(W) AD(       ) 3
 PJ0297  NAD 27      -  44 13 07.38700(N)    076 09 40.35200(W) AD(       ) 3
 PJ0297
 PJ0297.Superseded values are not recommended for survey control.
 PJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0297.See file dsdata.txt to determine how the superseded data were derived.
 PJ0297
 PJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0727196826(NAD 83)
 PJ0297_MARKER: H = DRILL HOLE
 PJ0297_SETTING: 80 = SET IN A BOULDER
 PJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0297+STABILITY: SURFACE MOTION
 PJ0297
 PJ0297  HISTORY     - Date     Condition        Report By
 PJ0297  HISTORY     - 1940     MONUMENTED       IBC
 PJ0297  HISTORY     - 1957     GOOD             IBC
 PJ0297
 PJ0297                          STATION DESCRIPTION
 PJ0297
 PJ0297'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0297'ON A POINT OF THE SOUTH SHORE LINE OF THE ST LAWRENCE RIVER ABOUT 1.4
 PJ0297'MILES SOUTHEAST OF THE MOST EASTERN POINT OF WOLFE ISLAND, AND ABOUT 4
 PJ0297'MILES WESTERLY FROM CLAYTON, NEW YORK.  THE STATION IS ON THE SHORE
 PJ0297'LINE BELOW A CLIFF HEAVILY WOODED ON TOP.  IT IS ABOUT 100 FEET WEST
 PJ0297'OF A FLIGHT OF STAIRS LEADING FROM THE TOP OF THE CLIFF TO THE WATERS
 PJ0297'EDGE.
 PJ0297'
 PJ0297'THE SHORE IS LINED WITH LARGE SECTIONS OF ROCK WHICH HAVE BROKEN OFF
 PJ0297'AND DROPPED FROM THE CLIFF.
 PJ0297'
 PJ0297'STATION MARK--A DRILL HOLE IN ONE OF THE LOOSE ROCKS ABOUT 6 - BY
 PJ0297'7 - BY 7 FEET IN SIZE.  THE ROCK IS LIABLE TO BE MOVED BY ICE AND THE
 PJ0297'MARK CANNOT BE RELIED ON AS BEING PERMANENT.
 PJ0297
 PJ0297                          STATION RECOVERY (1957)
 PJ0297
 PJ0297'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0297'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1571 ***********************************************************************
 OF1571  DESIGNATION -  199 1 MCGS 1970
 OF1571  PID         -  OF1571
 OF1571  STATE/COUNTY-  NY/MONROE
 OF1571  USGS QUAD   -  WEBSTER (1978)
 OF1571
 OF1571                         *CURRENT SURVEY CONTROL
 OF1571  ___________________________________________________________________
 OF1571* NAD 83(1996)-  43 10 46.70821(N)    077 28 29.04769(W)     ADJUSTED  
 OF1571* NAVD 88     -       156.5    (meters)     513.     (feet)  VERTCON   
 OF1571  ___________________________________________________________________
 OF1571  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OF1571  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF1571
 OF1571  HORZ ORDER  -  SECOND
 OF1571
 OF1571.The horizontal coordinates were established by classical geodetic methods
 OF1571.and adjusted by the National Geodetic Survey in January 1999..
 OF1571
 OF1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1571
 OF1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1571
 OF1571.The geoid height was determined by GEOID03.
 OF1571
 OF1571;                    North         East     Units Scale Factor Converg.
 OF1571;SPC NY W     -   353,722.609   440,127.085   MT  1.00003739   +0 45 31.1
 OF1571;SPC NY W     - 1,160,504.93  1,443,983.61   sFT  1.00003739   +0 45 31.1
 OF1571;UTM  18      - 4,783,737.168   298,872.949   MT  1.00009765   -1 41 38.4
 OF1571
 OF1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1571!SPC NY W     -   0.99998105  x   1.00003739  =   1.00001843
 OF1571!UTM  18      -   0.99998105  x   1.00009765  =   1.00007869
 OF1571
 OF1571|---------------------------------------------------------------------|
 OF1571| PID    Reference Object                     Distance      Geod. Az  |
 OF1571|                                                           dddmmss.s |
 OF1571| OF1542 198 MCGS 1969                       341.230 METERS 33322     |
 OF1571|---------------------------------------------------------------------|
 OF1571
 OF1571                          SUPERSEDED SURVEY CONTROL
 OF1571
 OF1571  NAD 83(1986)-  43 10 46.71670(N)    077 28 29.04623(W) AD(       ) 2
 OF1571  NAD 27      -  43 10 46.49081(N)    077 28 30.06001(W) AD(       ) 2
 OF1571  NGVD 29 (07/19/86)  156.7    (m)          514.     (f) VERT ANG       
 OF1571
 OF1571.Superseded values are not recommended for survey control.
 OF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1571.See file dsdata.txt to determine how the superseded data were derived.
 OF1571
 OF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9887383737(NAD 83)
 OF1571_MARKER: DD = SURVEY DISK
 OF1571_SETTING: 0 = UNSPECIFIED SETTING
 OF1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1571
 OF1571  HISTORY     - Date     Condition        Report By
 OF1571  HISTORY     - 1970     MONUMENTED       NY-055
 OF1571
 OF1571                          STATION DESCRIPTION
 OF1571
 OF1571'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1571'IN WEBSTER ON THE EAST SIDE OF FIVE MILE LINE ROAD, 0.1 MILES
 OF1571'SOUTH OF PLANK ROAD.
 OF1571'
 OF1571'14.3 FT. EAST OF CENTERLINE FIVE MILE LINE ROAD
 OF1571'
 OF1571'35.8 FT. EAST OF A UTILITY POLE
 OF1571'
 OF1571'10.8 FT. WEST OF RG AND E POLE 122
 OF1571'
 OF1571'12.9 FT. NORTHWEST OF A HYDRANT
 OF1571'
 OF1571'64.7 FT. NORTH OF THE NORTH RANGELINE OF HOUSE 1402
 OF1571'
 OF1571'FT. WEST OF A MONROE COUNTY WITNESS POST
 OF1571'
 OF1571'STATION IS A MONROE COUNTY STANDARD DISK IN A CONCRETE POST 0.5
 OF1571'FT. BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1570 ***********************************************************************
 OF1570  DESIGNATION -  199 2 MCGS 1970
 OF1570  PID         -  OF1570
 OF1570  STATE/COUNTY-  NY/MONROE
 OF1570  USGS QUAD   -  WEBSTER (1978)
 OF1570
 OF1570                         *CURRENT SURVEY CONTROL
 OF1570  ___________________________________________________________________
 OF1570* NAD 83(1996)-  43 10 25.19773(N)    077 28 29.86078(W)     ADJUSTED  
 OF1570* NAVD 88     -       154.9    (meters)     508.     (feet)  VERTCON   
 OF1570  ___________________________________________________________________
 OF1570  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OF1570  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OF1570
 OF1570  HORZ ORDER  -  SECOND
 OF1570
 OF1570.The horizontal coordinates were established by classical geodetic methods
 OF1570.and adjusted by the National Geodetic Survey in January 1999..
 OF1570
 OF1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1570
 OF1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1570
 OF1570.The geoid height was determined by GEOID03.
 OF1570
 OF1570;                    North         East     Units Scale Factor Converg.
 OF1570;SPC NY W     -   353,058.584   440,117.510   MT  1.00003737   +0 45 30.3
 OF1570;SPC NY W     - 1,158,326.37  1,443,952.20   sFT  1.00003737   +0 45 30.3
 OF1570;UTM  18      - 4,783,074.122   298,834.966   MT  1.00009784   -1 41 38.3
 OF1570
 OF1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1570!SPC NY W     -   0.99998129  x   1.00003737  =   1.00001866
 OF1570!UTM  18      -   0.99998129  x   1.00009784  =   1.00007913
 OF1570
 OF1570:                Primary Azimuth Mark                     Grid Az
 OF1570:SPC NY W     -  199 1 MCGS 1970                          000 49 34.1
 OF1570:UTM  18      -  199 1 MCGS 1970                          003 16 42.7
 OF1570
 OF1570|---------------------------------------------------------------------|
 OF1570| PID    Reference Object                     Distance      Geod. Az  |
 OF1570|                                                           dddmmss.s |
 OF1570| OF1571 199 1 MCGS 1970                     APPROX. 0.7 KM 0013504.4 |
 OF1570|---------------------------------------------------------------------|
 OF1570
 OF1570                          SUPERSEDED SURVEY CONTROL
 OF1570
 OF1570  NAD 83(1986)-  43 10 25.20622(N)    077 28 29.85930(W) AD(       ) 2
 OF1570  NAD 27      -  43 10 24.98026(N)    077 28 30.87314(W) AD(       ) 2
 OF1570  NGVD 29 (07/19/86)  155.1    (m)          509.     (f) VERT ANG       
 OF1570
 OF1570.Superseded values are not recommended for survey control.
 OF1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1570.See file dsdata.txt to determine how the superseded data were derived.
 OF1570
 OF1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9883583074(NAD 83)
 OF1570_MARKER: DD = SURVEY DISK
 OF1570_SETTING: 0 = UNSPECIFIED SETTING
 OF1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1570+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 OF1570
 OF1570  HISTORY     - Date     Condition        Report By
 OF1570  HISTORY     - 1970     MONUMENTED       NY-055
 OF1570  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OF1570  HISTORY     - 20050721 GOOD             USPSQD
 OF1570
 OF1570                          STATION DESCRIPTION
 OF1570
 OF1570'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1570'IN THE TOWN OF PENFIELD ON FIVE MILE LINE ROAD, 14.5 FT. SOUTH
 OF1570'OF CENTERLINE OF SHOECRAFT ROAD.
 OF1570'
 OF1570'18.0 FT. WEST OF CENTERLINE OF FIVE MILE LINE ROAD
 OF1570'
 OF1570'19.3 FT. NORTH OF A UTILITY POLE
 OF1570'
 OF1570'45.7 FT. SOUTH RG AND E T112 ROCK
 OF1570'
 OF1570'41.2 FT SOUTHEAST OF A RG AND E MANHOLE
 OF1570'
 OF1570'23.1 FT. SOUTHEAST OF A RG AND E MANHOLE
 OF1570'
 OF1570'14.0 FT. EAST OF 13 IN MAPLE TREE
 OF1570'
 OF1570'2.0 FT. EAST OF A WITNESS POST.
 OF1570'
 OF1570'STATION IS A MONROE COUNTY STANDARD DISK SET IN A CONCRETE POST,
 OF1570'1.0 FT. BELOW GRADE.
 OF1570
 OF1570                          STATION RECOVERY (1985)
 OF1570
 OF1570'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1570'199-2 NOT RECOVERED.
 OF1570'
 OF1570'NO EXISTING TIES.
 OF1570
 OF1570                          STATION RECOVERY (2005)
 OF1570
 OF1570'RECOVERY NOTE BY US POWER SQUADRON 2005 (RB)
 OF1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1583 ***********************************************************************
 OF1583  DESIGNATION -  199 3 MCGS 1970
 OF1583  PID         -  OF1583
 OF1583  STATE/COUNTY-  NY/MONROE
 OF1583  USGS QUAD   -  WEBSTER (1978)
 OF1583
 OF1583                         *CURRENT SURVEY CONTROL
 OF1583  ___________________________________________________________________
 OF1583* NAD 83(1996)-  43 10 03.54828(N)    077 28 30.29220(W)     ADJUSTED  
 OF1583* NAVD 88     -       152.0    (meters)     499.     (feet)  VERTCON   
 OF1583  ___________________________________________________________________
 OF1583  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OF1583  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1583
 OF1583  HORZ ORDER  -  SECOND
 OF1583
 OF1583.The horizontal coordinates were established by classical geodetic methods
 OF1583.and adjusted by the National Geodetic Survey in January 1999..
 OF1583
 OF1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1583
 OF1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1583
 OF1583.The geoid height was determined by GEOID03.
 OF1583
 OF1583;                    North         East     Units Scale Factor Converg.
 OF1583;SPC NY W     -   352,390.387   440,116.608   MT  1.00003737   +0 45 29.7
 OF1583;SPC NY W     - 1,156,134.13  1,443,949.24   sFT  1.00003737   +0 45 29.7
 OF1583;UTM  18      - 4,782,406.534   298,805.474   MT  1.00009798   -1 41 37.9
 OF1583
 OF1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1583!SPC NY W     -   0.99998174  x   1.00003737  =   1.00001911
 OF1583!UTM  18      -   0.99998174  x   1.00009798  =   1.00007972
 OF1583
 OF1583:                Primary Azimuth Mark                     Grid Az
 OF1583:SPC NY W     -  199 2 MCGS 1970                          000 04 38.4
 OF1583:UTM  18      -  199 2 MCGS 1970                          002 31 46.0
 OF1583
 OF1583|---------------------------------------------------------------------|
 OF1583| PID    Reference Object                     Distance      Geod. Az  |
 OF1583|                                                           dddmmss.s |
 OF1583| OF1570 199 2 MCGS 1970                     APPROX. 0.7 KM 0005008.1 |
 OF1583|---------------------------------------------------------------------|
 OF1583
 OF1583                          SUPERSEDED SURVEY CONTROL
 OF1583
 OF1583  NAD 83(1986)-  43 10 03.55677(N)    077 28 30.29071(W) AD(       ) 2
 OF1583  NAD 27      -  43 10 03.33073(N)    077 28 31.30464(W) AD(       ) 2
 OF1583  NGVD 29 (07/19/86)  152.2    (m)          499.     (f) VERT ANG       
 OF1583
 OF1583.Superseded values are not recommended for survey control.
 OF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1583.See file dsdata.txt to determine how the superseded data were derived.
 OF1583
 OF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9880582407(NAD 83)
 OF1583_MARKER: DD = SURVEY DISK
 OF1583_SETTING: 0 = UNSPECIFIED SETTING
 OF1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1583
 OF1583  HISTORY     - Date     Condition        Report By
 OF1583  HISTORY     - 1970     MONUMENTED       NY-055
 OF1583  HISTORY     - 1985     GOOD             USPSQD
 OF1583
 OF1583                          STATION DESCRIPTION
 OF1583
 OF1583'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1583'IN PENFIELD IN SOUTHWEST CORNER OF PAVEMENT AT INTERSECTION OF
 OF1583'EMBURY ROAD AND FIVE MILE LINE ROAD.
 OF1583'
 OF1583'16.6 FT. WEST OF CENTERLINE OF FIVE MILE LINE ROAD.
 OF1583'
 OF1583'13.0 FT. SOUTH OF CENTERLINE OF EMBURY ROAD
 OF1583'
 OF1583'11.7 FT. NORTH OF A WATER VALVE
 OF1583'
 OF1583'26.3 FT. SOUTHEAST OF THE WESTERLY OF TWO GAS VALVES
 OF1583'
 OF1583'14.6 FT. NORTHEAST OF A D.I.
 OF1583'
 OF1583'14.2 FT. NORTHEAST OF A WITNESS POST
 OF1583'
 OF1583'STATION IS A STANDARD MONROE COUNTY DISK SET IN A CONCRETE POST
 OF1583'IN A CASTIRON FRAME AND COVER.
 OF1583
 OF1583                          STATION RECOVERY (1985)
 OF1583
 OF1583'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF1583'199-3 FOUND GOOD.
 OF1583'
 OF1583'NEW DESCRIPTION--IN THE PAVEMENT AT THE SOUTHWEST CORNER OF EMBURY
 OF1583'ROAD AND FIVE MILE LINE ROAD.
 OF1583'16.6 FT WEST OF CENTERLINE OF FIVE MILE LINE ROAD.
 OF1583'13.0 FT SOUTH OF CENTERLINE OF EMBURY ROAD.
 OF1583'26.3 FT SOUTHEAST OF THE WESTERLY OF TWO GAS VALVES.
 OF1583'14.6 FT NORTHEAST OF A D.I.
 OF1583'40 FT NORTHEAST OF RG AND E POWER POLE NO. 36.
 OF1583'
 OF1583'STATION IS SET IN CAST IRON FRAME WITH COVER MARKED M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0976 ***********************************************************************
 MZ0976  DESIGNATION -  199.11
 MZ0976  PID         -  MZ0976
 MZ0976  STATE/COUNTY-  NY/RENSSELAER
 MZ0976  USGS QUAD   -  TROY SOUTH (1980)
 MZ0976
 MZ0976                         *CURRENT SURVEY CONTROL
 MZ0976  ___________________________________________________________________
 MZ0976* NAD 83(1986)-  42 38 09.     (N)    073 44 30.     (W)     SCALED    
 MZ0976* NAVD 88     -         9.350  (meters)      30.68   (feet)  ADJUSTED  
 MZ0976  ___________________________________________________________________
 MZ0976  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ0976  DYNAMIC HT  -           9.348 (meters)      30.67  (feet)  COMP
 MZ0976  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 MZ0976
 MZ0976  VERT ORDER  -  FIRST     CLASS I
 MZ0976
 MZ0976.The horizontal coordinates were scaled from a topographic map and have
 MZ0976.an estimated accuracy of +/- 6 seconds.
 MZ0976
 MZ0976.The orthometric height was determined by differential leveling
 MZ0976.and adjusted by the National Geodetic Survey in June 1991..
 MZ0976
 MZ0976.The geoid height was determined by GEOID03.
 MZ0976
 MZ0976.The dynamic height is computed by dividing the NAVD 88
 MZ0976.geopotential number by the normal gravity value computed on the
 MZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0976.degrees latitude (g = 980.6199 gals.).
 MZ0976
 MZ0976.The modeled gravity was interpolated from observed gravity values.
 MZ0976
 MZ0976;                    North         East    Units  Estimated Accuracy
 MZ0976;SPC NY E     -   422,500.      212,190.      MT  (+/- 180 meters Scaled)
 MZ0976
 MZ0976                          SUPERSEDED SURVEY CONTROL
 MZ0976
 MZ0976  NGVD 29 (??/??/92)    9.59   (m)           31.5    (f) COMPUTED    1 1
 MZ0976
 MZ0976.Superseded values are not recommended for survey control.
 MZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0976.See file dsdata.txt to determine how the superseded data were derived.
 MZ0976
 MZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN031211(NAD 83)
 MZ0976_MARKER: Q = CHISELED SQUARE
 MZ0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0976_SP_SET: BRIDGE
 MZ0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0976
 MZ0976  HISTORY     - Date     Condition        Report By
 MZ0976  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0976  HISTORY     - 1974     GOOD             NGS
 MZ0976
 MZ0976                          STATION DESCRIPTION
 MZ0976
 MZ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0976'AT RENSSELAER.
 MZ0976'AT RENSSELAER, AT THE SECOND STREET UNDERPASS UNDER THE ABANDONED
 MZ0976'BOSTON AND ALBANY RAILROAD, ABOUT 0.5 MILE NORTH ALONG THE ABANDONED
 MZ0976'RAILROAD GRADE FROM THE U.S. HIGHWAY 9 AND 20 OVERPASS, ALSO ABOUT
 MZ0976'0.55 MILE SOUTH ALONG ABANDONED GRADE FROM THE PENN CENTRAL PASSENGER
 MZ0976'STATION, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE BRIDGE SEAT,
 MZ0976'2.5 FEET WEST OF THE WEST EDGE OF THE STEEL GIRDER PLATE AND ABOUT 7
 MZ0976'FEET BELOW THE LEVEL OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0225 ***********************************************************************
 OG0225  DESIGNATION -  1996
 OG0225  PID         -  OG0225
 OG0225  STATE/COUNTY-  NY/NIAGARA
 OG0225  USGS QUAD   -  
 OG0225
 OG0225                         *CURRENT SURVEY CONTROL
 OG0225  ___________________________________________________________________
 OG0225* NAD 83(1986)-  43 05 25.     (N)    079 04 25.     (W)     SCALED    
 OG0225* NAVD 88     -       167.046  (meters)     548.05   (feet)  ADJUSTED  
 OG0225  ___________________________________________________________________
 OG0225  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OG0225  DYNAMIC HT  -         167.004 (meters)     547.91  (feet)  COMP
 OG0225  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 OG0225
 OG0225  VERT ORDER  -  FIRST     CLASS 0
 OG0225
 OG0225.The horizontal coordinates were scaled from a topographic map and have
 OG0225.an estimated accuracy of +/- 6 seconds.
 OG0225
 OG0225.The orthometric height was determined by differential leveling
 OG0225.and adjusted by the National Geodetic Survey in June 1991..
 OG0225
 OG0225.The geoid height was determined by GEOID03.
 OG0225
 OG0225.The dynamic height is computed by dividing the NAVD 88
 OG0225.geopotential number by the normal gravity value computed on the
 OG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0225.degrees latitude (g = 980.6199 gals.).
 OG0225
 OG0225.The modeled gravity was interpolated from observed gravity values.
 OG0225
 OG0225;                    North         East    Units  Estimated Accuracy
 OG0225;SPC NY W     -   343,320.      310,080.      MT  (+/- 180 meters Scaled)
 OG0225
 OG0225                          SUPERSEDED SURVEY CONTROL
 OG0225
 OG0225.No superseded survey control is available for this station.
 OG0225
 OG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH567726(NAD 83)
 OG0225_MARKER: Z = SEE DESCRIPTION
 OG0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0225_SP_SET: PIER
 OG0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0225
 OG0225  HISTORY     - Date     Condition        Report By
 OG0225  HISTORY     - UNK      MONUMENTED       USLS
 OG0225  HISTORY     - 1970     GOOD             USLS
 OG0225  HISTORY     - 1977     GOOD             NGS
 OG0225
 OG0225                          STATION DESCRIPTION
 OG0225
 OG0225'DESCRIBED BY US LAKE SURVEY 1970
 OG0225'IN NIAGARA FALLS.
 OG0225'FUNDAMENTAL BENCH MARK IN QUEEN VICTORIA PARK, OPPOSITE FOXHEAD INN,
 OG0225'21 FEET SOUTH OF NORTHERLY BOUNDARY OF PARK AND 22 FEET WEST OF
 OG0225'WESTERLY GATE-POST OF MOWAT GATE, TABLET IN TOP OF PIER.
 OG0225
 OG0225                          STATION RECOVERY (1977)
 OG0225
 OG0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0978 ***********************************************************************
 MZ0978  DESIGNATION -  199.97
 MZ0978  PID         -  MZ0978
 MZ0978  STATE/COUNTY-  NY/RENSSELAER
 MZ0978  USGS QUAD   -  TROY SOUTH (1980)
 MZ0978
 MZ0978                         *CURRENT SURVEY CONTROL
 MZ0978  ___________________________________________________________________
 MZ0978* NAD 83(1986)-  42 38 50.     (N)    073 44 37.     (W)     SCALED    
 MZ0978* NAVD 88     -         9.696  (meters)      31.81   (feet)  ADJUSTED  
 MZ0978  ___________________________________________________________________
 MZ0978  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ0978  DYNAMIC HT  -           9.694 (meters)      31.80  (feet)  COMP
 MZ0978  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 MZ0978
 MZ0978  VERT ORDER  -  FIRST     CLASS II
 MZ0978
 MZ0978.The horizontal coordinates were scaled from a topographic map and have
 MZ0978.an estimated accuracy of +/- 6 seconds.
 MZ0978
 MZ0978.The orthometric height was determined by differential leveling
 MZ0978.and adjusted by the National Geodetic Survey in June 1991..
 MZ0978
 MZ0978.The geoid height was determined by GEOID03.
 MZ0978
 MZ0978.The dynamic height is computed by dividing the NAVD 88
 MZ0978.geopotential number by the normal gravity value computed on the
 MZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0978.degrees latitude (g = 980.6199 gals.).
 MZ0978
 MZ0978.The modeled gravity was interpolated from observed gravity values.
 MZ0978
 MZ0978;                    North         East    Units  Estimated Accuracy
 MZ0978;SPC NY E     -   423,760.      212,020.      MT  (+/- 180 meters Scaled)
 MZ0978
 MZ0978                          SUPERSEDED SURVEY CONTROL
 MZ0978
 MZ0978  NGVD 29 (??/??/92)    9.92   (m)           32.5    (f) COMPUTED    1 2
 MZ0978
 MZ0978.Superseded values are not recommended for survey control.
 MZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0978.See file dsdata.txt to determine how the superseded data were derived.
 MZ0978
 MZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN029224(NAD 83)
 MZ0978_MARKER: Q = CHISELED SQUARE
 MZ0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0978_SP_SET: BRIDGE ABUTMENT
 MZ0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0978
 MZ0978  HISTORY     - Date     Condition        Report By
 MZ0978  HISTORY     - UNK      MONUMENTED       B+ARR
 MZ0978  HISTORY     - 1933     GOOD             NGS
 MZ0978
 MZ0978                          STATION DESCRIPTION
 MZ0978
 MZ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0978'AT RENSSELAER.
 MZ0978'ON B AND A RR. 730 FT. EAST OF B AND A RR STATION. ON NORTH END OF
 MZ0978'BACKWALL OF EAST ABUTMENT OF BRIDGE, NO. 199.97, OVER HUDSON RIVER. 10
 MZ0978'FT. NORTH OF CENTER LINE OF WEST BOUND TRACK. LEVEL WITH TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5145 ***********************************************************************
 KU5145  DESIGNATION -  19E 04N
 KU5145  PID         -  KU5145
 KU5145  STATE/COUNTY-  NY/NASSAU
 KU5145  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5145
 KU5145                         *CURRENT SURVEY CONTROL
 KU5145  ___________________________________________________________________
 KU5145* NAD 83(1996)-  40 36 37.55127(N)    073 25 33.49012(W)     ADJUSTED  
 KU5145* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 KU5145  ___________________________________________________________________
 KU5145  X           -   1,383,151.275 (meters)                     COMP
 KU5145  Y           -  -4,647,381.530 (meters)                     COMP
 KU5145  Z           -   4,129,659.217 (meters)                     COMP
 KU5145  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KU5145  ELLIP HEIGHT-         -27.23  (meters)          (12/03/02) GPS OBS
 KU5145  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU5145
 KU5145  HORZ ORDER  -  FIRST
 KU5145  ELLP ORDER  -  FOURTH    CLASS II
 KU5145
 KU5145.The horizontal coordinates were established by GPS observations
 KU5145.and adjusted by the National Geodetic Survey in January 1999..
 KU5145
 KU5145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5145
 KU5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5145
 KU5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5145
 KU5145.The ellipsoidal height was determined by GPS observations
 KU5145.and is referenced to NAD 83.
 KU5145
 KU5145.The geoid height was determined by GEOID03.
 KU5145
 KU5145;                    North         East     Units Scale Factor Converg.
 KU5145;SPC NY L     -    49,437.149   348,579.231   MT  1.00000360   +0 22 31.7
 KU5145;SPC NY L     -   162,195.05  1,143,630.36   sFT  1.00000360   +0 22 31.7
 KU5145;UTM  18      - 4,496,703.376   633,157.320   MT  0.99981825   +1 01 28.9
 KU5145
 KU5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5145!SPC NY L     -   1.00000427  x   1.00000360  =   1.00000787
 KU5145!UTM  18      -   1.00000427  x   0.99981825  =   0.99982252
 KU5145
 KU5145|---------------------------------------------------------------------|
 KU5145| PID    Reference Object                     Distance      Geod. Az  |
 KU5145|                                                           dddmmss.s |
 KU5145| KU5148 19E 04N AZ                          395.570 METERS 25146     |
 KU5145|---------------------------------------------------------------------|
 KU5145
 KU5145                          SUPERSEDED SURVEY CONTROL
 KU5145
 KU5145  ELLIP H (01/11/99)  -27.24   (m)                       GP(       ) 4 1
 KU5145  NAD 83(1986)-  40 36 37.55454(N)    073 25 33.48819(W) AD(       ) 1
 KU5145  NGVD 29 (03/24/92)    4.6    (m)           15.     (f) GPS OBS        
 KU5145
 KU5145.Superseded values are not recommended for survey control.
 KU5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5145.See file dsdata.txt to determine how the superseded data were derived.
 KU5145
 KU5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK3315796703(NAD 83)
 KU5145_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5145_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5145_STAMPING: 19E04N
 KU5145_MARK LOGO: NYDPW 
 KU5145_PROJECTION: RECESSED 8 CENTIMETERS
 KU5145_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5145+STABILITY: POSITION/ELEVATION WELL
 KU5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5145+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5145_ROD/PIPE-DEPTH: 20.6 meters
 KU5145_SLEEVE-DEPTH  : 1.52 meters
 KU5145
 KU5145  HISTORY     - Date     Condition        Report By
 KU5145  HISTORY     - 1989     MONUMENTED       SBAS
 KU5145  HISTORY     - 19910503 GOOD
 KU5145
 KU5145                          STATION DESCRIPTION
 KU5145
 KU5145'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5145'THE POINT IS LOCATED IN TOBAY BEACH, TOWN OF OYSTER BAY, 13 FEET
 KU5145'(4.0 M) SOUTH OF THE CENTERLINE OF THE MEDIAN OF OCEAN PARKWAY AND
 KU5145'APPROXIMATELY 4.6 MILES (7.4 KM) EAST OF THE WATER TANK AT THE
 KU5145'WANTAGH STATE PARKWAY, IN THE GRASS AREA BETWEEN THE CURBS OF THE
 KU5145'MEDIAN.
 KU5145'THE LOCATION TIES ARE 79.5 FEET (24.2 M) FROM THE LIGHT POLE NUMBER
 KU5145'315 LOCATED ON THE NORTH SIDE OF THE WEST BOUND LANES, 69.5 FEET
 KU5145'(21.2 M) FROM THE THIRD WOOD POST FROM THE EAST END OF THE GUIDE RAIL
 KU5145'LOCATED ON THE SOUTH SIDE OF THE EAST BOUND LANES AND 70.6 FEET
 KU5145'(21.5 M) FROM THE LIGHT POLE EAST OF THE GUIDE RAIL ON THE SOUTH SIDE
 KU5145'OF THE EAST BOUND LANES.
 KU5145
 KU5145                          STATION RECOVERY (1991)
 KU5145
 KU5145'RECOVERED 1991
 KU5145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5148 ***********************************************************************
 KU5148  DESIGNATION -  19E 04N AZ
 KU5148  PID         -  KU5148
 KU5148  STATE/COUNTY-  NY/NASSAU
 KU5148  USGS QUAD   -  WEST GILGO BEACH (1967)
 KU5148
 KU5148                         *CURRENT SURVEY CONTROL
 KU5148  ___________________________________________________________________
 KU5148* NAD 83(1996)-  40 36 33.53680(N)    073 25 49.47132(W)     ADJUSTED  
 KU5148* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 KU5148  ___________________________________________________________________
 KU5148  X           -   1,382,814.098 (meters)                     COMP
 KU5148  Y           -  -4,647,565.653 (meters)                     COMP
 KU5148  Z           -   4,129,564.956 (meters)                     COMP
 KU5148  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 KU5148  ELLIP HEIGHT-         -27.62  (meters)          (12/03/02) GPS OBS
 KU5148  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU5148
 KU5148  HORZ ORDER  -  FIRST
 KU5148  ELLP ORDER  -  FOURTH    CLASS II
 KU5148
 KU5148.The horizontal coordinates were established by GPS observations
 KU5148.and adjusted by the National Geodetic Survey in January 1999..
 KU5148
 KU5148.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5148
 KU5148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5148
 KU5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5148
 KU5148.The ellipsoidal height was determined by GPS observations
 KU5148.and is referenced to NAD 83.
 KU5148
 KU5148.The geoid height was determined by GEOID03.
 KU5148
 KU5148;                    North         East     Units Scale Factor Converg.
 KU5148;SPC NY L     -    49,310.868   348,204.358   MT  1.00000369   +0 22 21.2
 KU5148;SPC NY L     -   161,780.74  1,142,400.46   sFT  1.00000369   +0 22 21.2
 KU5148;UTM  18      - 4,496,572.879   632,783.971   MT  0.99981703   +1 01 18.5
 KU5148
 KU5148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5148!SPC NY L     -   1.00000433  x   1.00000369  =   1.00000802
 KU5148!UTM  18      -   1.00000433  x   0.99981703  =   0.99982136
 KU5148
 KU5148|---------------------------------------------------------------------|
 KU5148| PID    Reference Object                     Distance      Geod. Az  |
 KU5148|                                                           dddmmss.s |
 KU5148| KU5145 19E 04N                             395.570 METERS 07145     |
 KU5148|---------------------------------------------------------------------|
 KU5148
 KU5148                          SUPERSEDED SURVEY CONTROL
 KU5148
 KU5148  ELLIP H (01/11/99)  -27.64   (m)                       GP(       ) 4 1
 KU5148  NAD 83(1986)-  40 36 33.54012(N)    073 25 49.46950(W) AD(       ) 1
 KU5148  NGVD 29 (03/24/92)    4.2    (m)           14.     (f) GPS OBS        
 KU5148
 KU5148.Superseded values are not recommended for survey control.
 KU5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5148.See file dsdata.txt to determine how the superseded data were derived.
 KU5148
 KU5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK3278496573(NAD 83)
 KU5148_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5148_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5148_STAMPING: 19E04NAZ
 KU5148_MARK LOGO: NYDPW 
 KU5148_PROJECTION: RECESSED 8 CENTIMETERS
 KU5148_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5148+STABILITY: POSITION/ELEVATION WELL
 KU5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5148+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 KU5148_ROD/PIPE-DEPTH: 20.6 meters
 KU5148_SLEEVE-DEPTH  : 1.52 meters
 KU5148
 KU5148  HISTORY     - Date     Condition        Report By
 KU5148  HISTORY     - 1989     MONUMENTED       SBAS
 KU5148  HISTORY     - 19910503 GOOD
 KU5148
 KU5148                          STATION DESCRIPTION
 KU5148
 KU5148'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5148'THE POINT IS LOCATED IN TOBAY BEACH, TOWN OF OYSTER BAY, 29.6 FEET
 KU5148'(9.0 M) SOUTH OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF
 KU5148'OCEAN PARKWAY BETWEEN LIGHT POLES NUMBER 304 AND 306 LOCATED ON THE
 KU5148'SOUTH SIDE OF THE EAST BOUND LANES.
 KU5148'THE LOCATION TIES ARE 28.1 FEET (8.6 M) FROM THE SOUTH WEST CORNER OF
 KU5148'THE CONCRETE PAD AT THE WEST END OF THE GUIDE RAIL LOCATED ON THE
 KU5148'SOUTH SIDE OF THE EAST BOUND LANES, 15.2 FEET (4.6 M) FROM THE LIGHT
 KU5148'POLE NUMBER 304 AND 29.6 FEET (9.0 M) FROM THE SOUTH SIDE OF THE
 KU5148'EASTBOUND LANES.
 KU5148
 KU5148                          STATION RECOVERY (1991)
 KU5148
 KU5148'RECOVERED 1991
 KU5148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5146 ***********************************************************************
 KU5146  DESIGNATION -  19E 08N 1
 KU5146  PID         -  KU5146
 KU5146  STATE/COUNTY-  NY/NASSAU
 KU5146  USGS QUAD   -  AMITYVILLE (1979)
 KU5146
 KU5146                         *CURRENT SURVEY CONTROL
 KU5146  ___________________________________________________________________
 KU5146* NAD 83(1996)-  40 40 10.72013(N)    073 25 36.49890(W)     ADJUSTED  
 KU5146* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 KU5146  ___________________________________________________________________
 KU5146  X           -   1,381,861.505 (meters)                     COMP
 KU5146  Y           -  -4,643,295.644 (meters)                     COMP
 KU5146  Z           -   4,134,647.571 (meters)                     COMP
 KU5146  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KU5146  ELLIP HEIGHT-         -29.09  (meters)          (12/03/02) GPS OBS
 KU5146  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU5146
 KU5146  HORZ ORDER  -  FIRST
 KU5146  ELLP ORDER  -  FOURTH    CLASS II
 KU5146
 KU5146.The horizontal coordinates were established by GPS observations
 KU5146.and adjusted by the National Geodetic Survey in January 1999..
 KU5146
 KU5146.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5146
 KU5146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5146
 KU5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5146
 KU5146.The ellipsoidal height was determined by GPS observations
 KU5146.and is referenced to NAD 83.
 KU5146
 KU5146.The geoid height was determined by GEOID03.
 KU5146
 KU5146;                    North         East     Units Scale Factor Converg.
 KU5146;SPC NY L     -    56,012.043   348,465.476   MT  0.99999984   +0 22 29.7
 KU5146;SPC NY L     -   183,766.18  1,143,257.15   sFT  0.99999984   +0 22 29.7
 KU5146;UTM  18      - 4,503,275.349   632,969.034   MT  0.99981763   +1 01 31.4
 KU5146
 KU5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5146!SPC NY L     -   1.00000456  x   0.99999984  =   1.00000440
 KU5146!UTM  18      -   1.00000456  x   0.99981763  =   0.99982219
 KU5146
 KU5146|---------------------------------------------------------------------|
 KU5146| PID    Reference Object                     Distance      Geod. Az  |
 KU5146|                                                           dddmmss.s |
 KU5146| KU5149 19E 08N AZ                          226.076 METERS 17235     |
 KU5146| KU5147 19E 08N 2                           494.096 METERS 1761826.1 |
 KU5146|---------------------------------------------------------------------|
 KU5146
 KU5146                          SUPERSEDED SURVEY CONTROL
 KU5146
 KU5146  ELLIP H (01/11/99)  -29.09   (m)                       GP(       ) 4 1
 KU5146  NAD 83(1996)-  40 40 10.72334(N)    073 25 36.49755(W) AD(       ) 1
 KU5146  NAD 83(1992)-  40 40 10.72326(N)    073 25 36.49739(W) AD(       ) 1
 KU5146  NAD 83(1986)-  40 40 10.72375(N)    073 25 36.49775(W) AD(       ) 1
 KU5146  NGVD 29 (03/24/92)    2.5    (m)            8.     (f) GPS OBS        
 KU5146
 KU5146.Superseded values are not recommended for survey control.
 KU5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5146.See file dsdata.txt to determine how the superseded data were derived.
 KU5146
 KU5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3296903275(NAD 83)
 KU5146_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5146_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5146_STAMPING: 19E08N1
 KU5146_MARK LOGO: NYDPW 
 KU5146_PROJECTION: RECESSED 8 CENTIMETERS
 KU5146_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5146+STABILITY: POSITION/ELEVATION WELL
 KU5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5146+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5146_ROD/PIPE-DEPTH: 20.6 meters
 KU5146_SLEEVE-DEPTH  : 1.52 meters
 KU5146
 KU5146  HISTORY     - Date     Condition        Report By
 KU5146  HISTORY     - 1989     MONUMENTED       SBAS
 KU5146  HISTORY     - 19910506 GOOD
 KU5146
 KU5146                          STATION DESCRIPTION
 KU5146
 KU5146'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5146'THE POINT IS LOCATED IN EAST MASSAPEQUA,TOWN OF OYSTER BAY,124 FEET
 KU5146'SOUTH OF THE CENTERLINE OF MERRICK ROAD AND 26 FEET (7.9 M) WEST OF
 KU5146'THE CENTERLINE OF CLOCKS BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU5146'THE LOCATION TIES ARE 30.3 FEET (9.2 M) FROM THE SEWER MANHOLE,32.4
 KU5146'FEET FROM THE LONG ISLAND LIGHTING COMPANY UTILITY POLE NUMBER 40 AND
 KU5146'23.4 FEET (7.1 M) FROM THE NORTH EAST CORNER OF THE 6 FOOT (1.8 M)
 KU5146'CHAIN LINK FENCE.
 KU5146
 KU5146                          STATION RECOVERY (1991)
 KU5146
 KU5146'RECOVERED 1991
 KU5146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5147 ***********************************************************************
 KU5147  DESIGNATION -  19E 08N 2
 KU5147  PID         -  KU5147
 KU5147  STATE/COUNTY-  NY/NASSAU
 KU5147  USGS QUAD   -  AMITYVILLE (1979)
 KU5147
 KU5147                         *CURRENT SURVEY CONTROL
 KU5147  ___________________________________________________________________
 KU5147* NAD 83(1996)-  40 39 54.73550(N)    073 25 35.14409(W)     ADJUSTED  
 KU5147* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 KU5147  ___________________________________________________________________
 KU5147  X           -   1,381,983.381 (meters)                     COMP
 KU5147  Y           -  -4,643,593.604 (meters)                     COMP
 KU5147  Z           -   4,134,272.742 (meters)                     COMP
 KU5147  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 KU5147  ELLIP HEIGHT-         -30.37  (meters)          (12/03/02) GPS OBS
 KU5147  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU5147
 KU5147  HORZ ORDER  -  FIRST
 KU5147  ELLP ORDER  -  FOURTH    CLASS II
 KU5147
 KU5147.The horizontal coordinates were established by GPS observations
 KU5147.and adjusted by the National Geodetic Survey in January 1999..
 KU5147
 KU5147.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5147
 KU5147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5147
 KU5147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5147
 KU5147.The ellipsoidal height was determined by GPS observations
 KU5147.and is referenced to NAD 83.
 KU5147
 KU5147.The geoid height was determined by GEOID03.
 KU5147
 KU5147;                    North         East     Units Scale Factor Converg.
 KU5147;SPC NY L     -    55,519.191   348,500.524   MT  1.00000008   +0 22 30.6
 KU5147;SPC NY L     -   182,149.21  1,143,372.14   sFT  1.00000008   +0 22 30.6
 KU5147;UTM  18      - 4,502,783.017   633,009.668   MT  0.99981776   +1 01 32.0
 KU5147
 KU5147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5147!SPC NY L     -   1.00000476  x   1.00000008  =   1.00000484
 KU5147!UTM  18      -   1.00000476  x   0.99981776  =   0.99982252
 KU5147
 KU5147:                Primary Azimuth Mark                     Grid Az
 KU5147:SPC NY L     -  19E 08N 1                                355 55 56.4
 KU5147:UTM  18      -  19E 08N 1                                355 16 55.0
 KU5147
 KU5147|---------------------------------------------------------------------|
 KU5147| PID    Reference Object                     Distance      Geod. Az  |
 KU5147|                                                           dddmmss.s |
 KU5147| KU5146 19E 08N 1                           494.096 METERS 3561827.0 |
 KU5147| KU5149 19E 08N AZ                          268.902 METERS 35927     |
 KU5147|---------------------------------------------------------------------|
 KU5147
 KU5147                          SUPERSEDED SURVEY CONTROL
 KU5147
 KU5147  ELLIP H (01/11/99)  -30.37   (m)                       GP(       ) 4 1
 KU5147  NAD 83(1996)-  40 39 54.73871(N)    073 25 35.14274(W) AD(       ) 1
 KU5147  NAD 83(1992)-  40 39 54.73862(N)    073 25 35.14258(W) AD(       ) 1
 KU5147  NAD 83(1986)-  40 39 54.73912(N)    073 25 35.14296(W) AD(       ) 1
 KU5147  NGVD 29 (03/24/92)    1.3    (m)            4.     (f) GPS OBS        
 KU5147
 KU5147.Superseded values are not recommended for survey control.
 KU5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5147.See file dsdata.txt to determine how the superseded data were derived.
 KU5147
 KU5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3301002783(NAD 83)
 KU5147_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5147_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5147_STAMPING: 19E08N2
 KU5147_MARK LOGO: NYDPW 
 KU5147_PROJECTION: RECESSED 8 CENTIMETERS
 KU5147_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5147+STABILITY: POSITION/ELEVATION WELL
 KU5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5147+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 KU5147_ROD/PIPE-DEPTH: 20.6 meters
 KU5147_SLEEVE-DEPTH  : 1.52 meters
 KU5147
 KU5147  HISTORY     - Date     Condition        Report By
 KU5147  HISTORY     - 1989     MONUMENTED       SBAS
 KU5147  HISTORY     - 19911112 GOOD
 KU5147
 KU5147                          STATION DESCRIPTION
 KU5147
 KU5147'DESCRIBED BY SIDNEY B BOWNE AND SON 1989
 KU5147'THE POINT IS LOCATED IN EAST MASSAPEQUA,TOWN OF OYSTER BAY,49 FEET
 KU5147'SOUTH OF THE CENTERLINE OF HARBOUR ROAD AND 25 FEET (7.6 M) WEST OF
 KU5147'THE CENTERLINE OF CLOCKS BOULEVARD,IN THE CONCRETE SIDEWALK.
 KU5147'THE LOCATION TIES ARE 16.0 FEET (4.9 M) FROM THE NORTHERLY DRAIN
 KU5147'MANHOLE,14.8 FEET FROM THE SOUTH WEST CORNER OF THE CATCH BASIN AND
 KU5147'41.1 FEET (12.5 M) FROM THE SOUTH EASTERLY SEWER MANHOLE.
 KU5147
 KU5147                          STATION RECOVERY (1991)
 KU5147
 KU5147'RECOVERED 1991
 KU5147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5149 ***********************************************************************
 KU5149  DESIGNATION -  19E 08N AZ
 KU5149  PID         -  KU5149
 KU5149  STATE/COUNTY-  NY/NASSAU
 KU5149  USGS QUAD   -  AMITYVILLE (1979)
 KU5149
 KU5149                         *CURRENT SURVEY CONTROL
 KU5149  ___________________________________________________________________
 KU5149* NAD 83(1996)-  40 40 03.45251(N)    073 25 35.25522(W)     ADJUSTED  
 KU5149* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 KU5149  ___________________________________________________________________
 KU5149  X           -   1,381,931.025 (meters)                     COMP
 KU5149  Y           -  -4,643,426.835 (meters)                     COMP
 KU5149  Z           -   4,134,477.083 (meters)                     COMP
 KU5149  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 KU5149  ELLIP HEIGHT-         -29.78  (meters)          (12/03/02) GPS OBS
 KU5149  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU5149
 KU5149  HORZ ORDER  -  FIRST
 KU5149  ELLP ORDER  -  FOURTH    CLASS II
 KU5149
 KU5149.The horizontal coordinates were established by GPS observations
 KU5149.and adjusted by the National Geodetic Survey in January 1999..
 KU5149
 KU5149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5149
 KU5149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5149
 KU5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5149
 KU5149.The ellipsoidal height was determined by GPS observations
 KU5149.and is referenced to NAD 83.
 KU5149
 KU5149.The geoid height was determined by GEOID03.
 KU5149
 KU5149;                    North         East     Units Scale Factor Converg.
 KU5149;SPC NY L     -    55,788.058   348,496.153   MT  0.99999995   +0 22 30.5
 KU5149;SPC NY L     -   183,031.32  1,143,357.80   sFT  0.99999995   +0 22 30.5
 KU5149;UTM  18      - 4,503,051.768   633,002.247   MT  0.99981774   +1 01 32.1
 KU5149
 KU5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5149!SPC NY L     -   1.00000467  x   0.99999995  =   1.00000462
 KU5149!UTM  18      -   1.00000467  x   0.99981774  =   0.99982241
 KU5149
 KU5149|---------------------------------------------------------------------|
 KU5149| PID    Reference Object                     Distance      Geod. Az  |
 KU5149|                                                           dddmmss.s |
 KU5149| KU5147 19E 08N 2                           268.902 METERS 17927     |
 KU5149|---------------------------------------------------------------------|
 KU5149
 KU5149                          SUPERSEDED SURVEY CONTROL
 KU5149
 KU5149  ELLIP H (01/11/99)  -29.78   (m)                       GP(       ) 4 1
 KU5149  NAD 83(1996)-  40 40 03.45571(N)    073 25 35.25387(W) AD(       ) 1
 KU5149  NAD 83(1992)-  40 40 03.45562(N)    073 25 35.25371(W) AD(       ) 1
 KU5149  NAD 83(1986)-  40 40 03.45614(N)    073 25 35.25412(W) AD(       ) 1
 KU5149  NGVD 29 (03/24/92)    1.9    (m)            6.     (f) GPS OBS        
 KU5149
 KU5149.Superseded values are not recommended for survey control.
 KU5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5149.See file dsdata.txt to determine how the superseded data were derived.
 KU5149
 KU5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3300203052(NAD 83)
 KU5149_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU5149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU5149_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU5149_STAMPING: 19E08NAZ
 KU5149_MARK LOGO: NYDPW 
 KU5149_PROJECTION: RECESSED 8 CENTIMETERS
 KU5149_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5149+STABILITY: POSITION/ELEVATION WELL
 KU5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5149+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 KU5149_ROD/PIPE-DEPTH: 20.6 meters
 KU5149_SLEEVE-DEPTH  : 1.52 meters
 KU5149
 KU5149  HISTORY     - Date     Condition        Report By
 KU5149  HISTORY     - 1990     MONUMENTED       SBAS
 KU5149  HISTORY     - 19910506 GOOD
 KU5149
 KU5149                          STATION DESCRIPTION
 KU5149
 KU5149'DESCRIBED BY SIDNEY B BOWNE AND SON 1990
 KU5149'THE POINT IS LOCATED IN EAST MASSAPEQUA, TOWN OF OYSTER BAY, 86 FEET
 KU5149'(26.2 M) SOUTH OF THE CENTERLINE OF LAKE STREET AND 20 FEET (6.1 M)
 KU5149'EAST OF THE CENTERLINE OF CLOCKS BOULEVARD, IN THE GRASS AREA ADJACENT
 KU5149'TO THE CURB.
 KU5149'THE LOCATION TIES ARE 28.0 FEET (8.5 M) FROM THE DRAIN MANHOLE, 45.1
 KU5149'FEET (13.7 M) FROM THE NORTH WEST CORNER OF THE BUILDING NUMBER 530
 KU5149'(NORTH WING) AND 33.3 FEET (10.1 M) FROM THE SOUTH WEST CORNER OF
 KU5149'BUILDING NUMBER 530 (NORTH WING).
 KU5149
 KU5149                          STATION RECOVERY (1991)
 KU5149
 KU5149'RECOVERED 1991
 KU5149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI7556 ***********************************************************************
 AI7556  SACS        -  This is a Secondary Airport Control Station.
 AI7556  DESIGNATION -  1B1 A
 AI7556  PID         -  AI7556
 AI7556  STATE/COUNTY-  NY/COLUMBIA
 AI7556  USGS QUAD   -  STOTTVILLE (1980)
 AI7556
 AI7556                         *CURRENT SURVEY CONTROL
 AI7556  ___________________________________________________________________
 AI7556* NAD 83(1996)-  42 17 53.99034(N)    073 42 34.22274(W)     ADJUSTED  
 AI7556* NAVD 88     -        58.58   (meters)     192.2    (feet)  GPS OBS   
 AI7556  ___________________________________________________________________
 AI7556  X           -   1,325,336.517 (meters)                     COMP
 AI7556  Y           -  -4,535,090.489 (meters)                     COMP
 AI7556  Z           -   4,270,190.165 (meters)                     COMP
 AI7556  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 AI7556  ELLIP HEIGHT-          27.13  (meters)          (06/09/03) GPS OBS
 AI7556  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AI7556
 AI7556  HORZ ORDER  -  FIRST
 AI7556  ELLP ORDER  -  THIRD     CLASS II
 AI7556
 AI7556.This mark is at Columbia County Airport (1B1)
 AI7556
 AI7556.The horizontal coordinates were established by GPS observations
 AI7556.and adjusted by the National Geodetic Survey in September 2000..
 AI7556
 AI7556.The orthometric height was determined by GPS observations and a
 AI7556.high-resolution geoid model.
 AI7556
 AI7556.GPS derived orthometric heights for airport stations designated as
 AI7556.PACS or SACS are published to 2 decimal places.  This maintains
 AI7556.centimeter relative accuracy between the PACS and SACS.  It does
 AI7556.not indicate centimeter accuracy relative to other marks which are
 AI7556.part of the NAVD 88 network.
 AI7556
 AI7556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7556
 AI7556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7556
 AI7556.The ellipsoidal height was determined by GPS observations
 AI7556.and is referenced to NAD 83.
 AI7556
 AI7556.The geoid height was determined by GEOID03.
 AI7556
 AI7556;                    North         East     Units Scale Factor Converg.
 AI7556;SPC NY E     -   385,036.772   215,179.882   MT  0.99995226   +0 31 55.2
 AI7556;SPC NY E     - 1,263,241.48    705,969.33   sFT  0.99995226   +0 31 55.2
 AI7556;UTM  18      - 4,683,706.694   606,375.824   MT  0.99973923   +0 52 06.9
 AI7556
 AI7556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7556!SPC NY E     -   0.99999575  x   0.99995226  =   0.99994801
 AI7556!UTM  18      -   0.99999575  x   0.99973923  =   0.99973498
 AI7556
 AI7556:                Primary Azimuth Mark                     Grid Az
 AI7556:SPC NY E     -  HUDPORT                                  191 17 06.9
 AI7556:UTM  18      -  HUDPORT                                  190 56 55.2
 AI7556
 AI7556|---------------------------------------------------------------------|
 AI7556| PID    Reference Object                     Distance      Geod. Az  |
 AI7556|                                                           dddmmss.s |
 AI7556| MZ2693 HUDPORT                             APPROX. 0.5 KM 1914902.1 |
 AI7556|---------------------------------------------------------------------|
 AI7556
 AI7556                          SUPERSEDED SURVEY CONTROL
 AI7556
 AI7556  ELLIP H (09/12/00)   27.12   (m)                       GP(       ) 3 2
 AI7556
 AI7556.Superseded values are not recommended for survey control.
 AI7556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7556.See file dsdata.txt to determine how the superseded data were derived.
 AI7556
 AI7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0637683707(NAD 83)
 AI7556_MARKER: DD = SURVEY DISK
 AI7556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7556_STAMPING: 1B1 A 2000
 AI7556_MARK LOGO: NGS   
 AI7556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7556+STABILITY: SURFACE MOTION
 AI7556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7556+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 AI7556
 AI7556  HISTORY     - Date     Condition        Report By
 AI7556  HISTORY     - 2000     MONUMENTED       NGS
 AI7556  HISTORY     - 20010913 GOOD             NGS
 AI7556
 AI7556                          STATION DESCRIPTION
 AI7556
 AI7556'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7556'THE STATION IS LOCATED ABOUT 8.0 KM.  (4.95 MI) NORTHEAST OF HUDSON,
 AI7556'8.0 KM (4.95 MI) SOUTHWEST OF GHENT, 7.2 KM (4.45 MI) NORTH-NORTHEAST
 AI7556'OF CLAVERACK, AT THE HUDSON-COLUMBIA COUNTY AIRPORT, IN NORTH END OF
 AI7556'GRASS AREA BETWEEN THE RUNWAY AND PARALLEL TAXIWAY.
 AI7556'OWNERSHIP--COLUMBIA COUNTY, C/O DIRECTOR OF PERSONNEL, COLUMBIA COUNTY
 AI7556'AIRPORT, HUDSON, N.Y.  12534.  PHONE 800-331-6101 (OUTSIDE 518 AREA.
 AI7556'800-798-4887 (WITHIN 518 AREA) OR 518-828-9461.  TO REACH THE STATION
 AI7556'FROM THE JUNCTION OF STATE HIGHWAY 9H AND 66, ABOUT 6.4 KM (3.95 MI)
 AI7556'NORTH OF CLAVERACK, GO NORTH-NORTHEAST FOR 2.6 KM (1.60 MI) ON HIGHWAY
 AI7556'9H TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AI7556'SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO GATE.
 AI7556'PROCEED ACROSS APRON TO PARALLEL TAXIWAY.  TURN LEFT AND GO NORTH ON
 AI7556'THE PARALLEL TAXIWAY FOR .35 MILES (0.56 KM) TO THE STATION ON THE
 AI7556'RIGHT JUST BEFORE REACHING THE CONNECTING TAXIWAY.  STATION IS 100.2
 AI7556'FEET (30.5 M) EAST OF PARALLEL TAXIWAY C/L, 81.6 FEET (24.9 M)
 AI7556'SOUTHEAST OF 2ND ONE OF 3 TAXIWAY LIGHTS AT THE JUNCTION OF CONNECTING
 AI7556'TAXIWAY, 100.3 FEET (30.6 M) SOUTH OF CONNECTING TAXIWAY C/L, 10.0
 AI7556'FEET (3.0 M) WEST OF CUT BANK, 300.6 FEET (91.6 M) WEST OF THE C/L OF
 AI7556'RUNWAY.  NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI7556'STATION (SACS) .
 AI7556
 AI7556                          STATION RECOVERY (2001)
 AI7556
 AI7556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AI7556'RECOVERED AS DESCRIBED
 AI7556' 
 AI7556'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI7557 ***********************************************************************
 AI7557  SACS        -  This is a Secondary Airport Control Station.
 AI7557  DESIGNATION -  1B1 B
 AI7557  PID         -  AI7557
 AI7557  STATE/COUNTY-  NY/COLUMBIA
 AI7557  USGS QUAD   -  STOTTVILLE (1980)
 AI7557
 AI7557                         *CURRENT SURVEY CONTROL
 AI7557  ___________________________________________________________________
 AI7557* NAD 83(1996)-  42 17 15.63366(N)    073 42 44.68562(W)     ADJUSTED  
 AI7557* NAVD 88     -        58.32   (meters)     191.3    (feet)  GPS OBS   
 AI7557  ___________________________________________________________________
 AI7557  X           -   1,325,329.777 (meters)                     COMP
 AI7557  Y           -  -4,535,921.975 (meters)                     COMP
 AI7557  Z           -   4,269,314.532 (meters)                     COMP
 AI7557  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AI7557  ELLIP HEIGHT-          26.87  (meters)          (06/09/03) GPS OBS
 AI7557  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AI7557
 AI7557  HORZ ORDER  -  FIRST
 AI7557  ELLP ORDER  -  THIRD     CLASS II
 AI7557
 AI7557.This mark is at Columbia County Airport (1B1)
 AI7557
 AI7557.The horizontal coordinates were established by GPS observations
 AI7557.and adjusted by the National Geodetic Survey in September 2000..
 AI7557
 AI7557.The orthometric height was determined by GPS observations and a
 AI7557.high-resolution geoid model.
 AI7557
 AI7557.GPS derived orthometric heights for airport stations designated as
 AI7557.PACS or SACS are published to 2 decimal places.  This maintains
 AI7557.centimeter relative accuracy between the PACS and SACS.  It does
 AI7557.not indicate centimeter accuracy relative to other marks which are
 AI7557.part of the NAVD 88 network.
 AI7557
 AI7557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7557
 AI7557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7557
 AI7557.The ellipsoidal height was determined by GPS observations
 AI7557.and is referenced to NAD 83.
 AI7557
 AI7557.The geoid height was determined by GEOID03.
 AI7557
 AI7557;                    North         East     Units Scale Factor Converg.
 AI7557;SPC NY E     -   383,851.153   214,951.186   MT  0.99995189   +0 31 47.8
 AI7557;SPC NY E     - 1,259,351.66    705,219.02   sFT  0.99995189   +0 31 47.8
 AI7557;UTM  18      - 4,682,520.005   606,154.142   MT  0.99973865   +0 51 59.2
 AI7557
 AI7557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7557!SPC NY E     -   0.99999579  x   0.99995189  =   0.99994768
 AI7557!UTM  18      -   0.99999579  x   0.99973865  =   0.99973444
 AI7557
 AI7557                          SUPERSEDED SURVEY CONTROL
 AI7557
 AI7557  ELLIP H (09/12/00)   26.86   (m)                       GP(       ) 3 2
 AI7557
 AI7557.Superseded values are not recommended for survey control.
 AI7557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7557.See file dsdata.txt to determine how the superseded data were derived.
 AI7557
 AI7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0615482520(NAD 83)
 AI7557_MARKER: DD = SURVEY DISK
 AI7557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7557_STAMPING: 1B1 B 2000
 AI7557_MARK LOGO: NGS   
 AI7557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7557+STABILITY: SURFACE MOTION
 AI7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7557+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 AI7557
 AI7557  HISTORY     - Date     Condition        Report By
 AI7557  HISTORY     - 2000     MONUMENTED       NGS
 AI7557  HISTORY     - 20010913 GOOD             NGS
 AI7557
 AI7557                          STATION DESCRIPTION
 AI7557
 AI7557'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI7557'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHEAST OF HUDSON, 8.0
 AI7557'KM (4.95 MI) SOUTHWEST OF GHENT,7.2 KM NORTH-NORTHEAST OF CLAVERACK,
 AI7557'AT THE HUDSON-COLUMBIA AIRPORT, SOUTH END OF GRASS AREA BETWEEN RUNWAY
 AI7557'AND PARALLEL TAXIWAY.  OWENERSHIP--COLUMBIA COUNTY, C/O DIRECTOR OF
 AI7557'PERSONNEL, COLUMBIA COUNTY AIRPORT, HUDSON, N.Y.  12534. PHONE
 AI7557'800-331-6101 (OUTSIDE OF 518) 800-798-4887 (WITHIN 518) .  OR
 AI7557'518-828-9461.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI7557'HIGHWAYS 9H AND 66, ABOUT 6.5 KM (4.05 MI) NORTH OF CLAVERACK, GO
 AI7557'NORTH-NORTHEAST FOR 2.6 KM (1.60 MI) ON HIGHWAY 9H TO THE AIRPORT
 AI7557'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM
 AI7557'(0.05 MI) ON AIRPORT ENTRANCE ROAD AND GATE.  PROCEED THROUGH GATE AND
 AI7557'ACROSS APRON TO PARALLEL TAXIWAY.  RIGHT ON PARALLEL TAXIWAY AND
 AI7557'CONTIUE SOUTH FOR 0.45 MILES.  (0.72 KM) TO SECOND CONNECTING TAXIWAY
 AI7557'AND STATION ON THE LEFT.  STATION IS 111.5 FEET (34.0 M) EAST OF C/L
 AI7557'PARALLEL TAXIWAY, 92.4 FEET (28.2 M) NORTHEAST OF 1ST TAXIWAY LIGHT
 AI7557'FROM CONNECTING TAXIWAY, 99.1 FEET (30.2 M) NORTH OF C/L OF CONNECTING
 AI7557'TAXIWAYL, 287.5 FEET (87.6 M) WEST OF THE C/L OF RUNWAY, 16.0 FEET
 AI7557'(4.9 M) WEST OF A CUT BANK OF A SMALL DITCH.  NOTE--THIS STATION IS
 AI7557'DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI7557
 AI7557                          STATION RECOVERY (2001)
 AI7557
 AI7557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AI7557'RECOVERED AS DESCRIBED
 AI7557'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1470 ***********************************************************************
 LX1470  DESIGNATION -  1=IY=SERIAL 1614
 LX1470  PID         -  LX1470
 LX1470  STATE/COUNTY-  NY/DUTCHESS
 LX1470  USGS QUAD   -  KINGSTON EAST (1980)
 LX1470
 LX1470                         *CURRENT SURVEY CONTROL
 LX1470  ___________________________________________________________________
 LX1470* NAD 83(1986)-  41 58 48.     (N)    073 56 10.     (W)     SCALED    
 LX1470* NAVD 88     -         2.797  (meters)       9.18   (feet)  ADJUSTED  
 LX1470  ___________________________________________________________________
 LX1470  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX1470  DYNAMIC HT  -           2.796 (meters)       9.17  (feet)  COMP
 LX1470  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX1470
 LX1470  VERT ORDER  -  FIRST     CLASS II
 LX1470
 LX1470.The horizontal coordinates were scaled from a topographic map and have
 LX1470.an estimated accuracy of +/- 6 seconds.
 LX1470
 LX1470.The orthometric height was determined by differential leveling
 LX1470.and adjusted by the National Geodetic Survey in June 1991..
 LX1470.WARNING-Repeat measurements at this control monument indicate possible
 LX1470.vertical movement.
 LX1470
 LX1470.The geoid height was determined by GEOID03.
 LX1470
 LX1470.The dynamic height is computed by dividing the NAVD 88
 LX1470.geopotential number by the normal gravity value computed on the
 LX1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1470.degrees latitude (g = 980.6199 gals.).
 LX1470
 LX1470.The modeled gravity was interpolated from observed gravity values.
 LX1470
 LX1470;                    North         East    Units  Estimated Accuracy
 LX1470;SPC NY E     -   349,530.      196,730.      MT  (+/- 180 meters Scaled)
 LX1470
 LX1470                          SUPERSEDED SURVEY CONTROL
 LX1470
 LX1470  NGVD 29 (??/??/92)    3.032  (m)            9.95   (f) ADJ UNCH    1 2
 LX1470
 LX1470.Superseded values are not recommended for survey control.
 LX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1470.See file dsdata.txt to determine how the superseded data were derived.
 LX1470
 LX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM881481(NAD 83)
 LX1470_MARKER: B = BOLT
 LX1470_SETTING: 66 = SET IN ROCK OUTCROP
 LX1470_SP_SET: ROCK LEDGE
 LX1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1470+STABILITY: POSITION/ELEVATION WELL
 LX1470
 LX1470  HISTORY     - Date     Condition        Report By
 LX1470  HISTORY     - UNK      MONUMENTED       DOD
 LX1470  HISTORY     - 1955     GOOD             NGS
 LX1470
 LX1470                          STATION DESCRIPTION
 LX1470
 LX1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1470'1.4 MI S FROM BARRYTOWN.
 LX1470'ABOUT 1.45 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1470'THE STATION AT BARRYTOWN, ABOUT 0.4 MILE NORTH OF BRIDGE OVER
 LX1470'HUDSON RIVER AND TRACKS, (UNDER CONSTRUCTION IN 1955), IN THE
 LX1470'TOP OF AN OUTCROPPING ROCK LEDGE, 8 FEET EAST OF EAST RAIL OF
 LX1470'EAST TRACK, 23 1/2 FEET NORTH OF NORTHWEST CORNER OF CONCRETE
 LX1470'SPILLWAY OF A 36-INCH IRON PIPE CULVERT UNDER TRACKS AND ABOUT
 LX1470'1 FOOT BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0452 ***********************************************************************
 OD0452  DESIGNATION -  2
 OD0452  PID         -  OD0452
 OD0452  STATE/COUNTY-  NY/WASHINGTON
 OD0452  USGS QUAD   -  THORN HILL (1972)
 OD0452
 OD0452                         *CURRENT SURVEY CONTROL
 OD0452  ___________________________________________________________________
 OD0452* NAD 83(1986)-  43 34 15.     (N)    073 20 29.     (W)     SCALED    
 OD0452* NAVD 88     -        73.116  (meters)     239.88   (feet)  ADJUSTED  
 OD0452  ___________________________________________________________________
 OD0452  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 OD0452  DYNAMIC HT  -          73.101 (meters)     239.83  (feet)  COMP
 OD0452  MODELED GRAV-     980,416.4   (mgal)                       NAVD 88
 OD0452
 OD0452  VERT ORDER  -  FIRST     CLASS II
 OD0452
 OD0452.The horizontal coordinates were scaled from a topographic map and have
 OD0452.an estimated accuracy of +/- 6 seconds.
 OD0452
 OD0452.The orthometric height was determined by differential leveling
 OD0452.and adjusted by the National Geodetic Survey in June 1991..
 OD0452
 OD0452.The geoid height was determined by GEOID03.
 OD0452
 OD0452.The dynamic height is computed by dividing the NAVD 88
 OD0452.geopotential number by the normal gravity value computed on the
 OD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0452.degrees latitude (g = 980.6199 gals.).
 OD0452
 OD0452.The modeled gravity was interpolated from observed gravity values.
 OD0452
 OD0452;                    North         East    Units  Estimated Accuracy
 OD0452;SPC NY E     -   526,740.      243,590.      MT  (+/- 180 meters Scaled)
 OD0452
 OD0452                          SUPERSEDED SURVEY CONTROL
 OD0452
 OD0452  NGVD 29 (??/??/92)   73.267  (m)          240.38   (f) ADJ UNCH    1 2
 OD0452
 OD0452.Superseded values are not recommended for survey control.
 OD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0452.See file dsdata.txt to determine how the superseded data were derived.
 OD0452
 OD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP339255(NAD 83)
 OD0452_MARKER: X = CHISELED CROSS
 OD0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0452_SP_SET: CULVERT
 OD0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0452
 OD0452  HISTORY     - Date     Condition        Report By
 OD0452  HISTORY     - UNK      MONUMENTED       DHRR
 OD0452  HISTORY     - 1955     GOOD             NGS
 OD0452
 OD0452                          STATION DESCRIPTION
 OD0452
 OD0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0452'3.85 MI NE FROM WHITEHALL.
 OD0452'ABOUT 3.85 MILES NORTHEAST ALONG THE RUTLAND BRANCH OF DELEWARE AND
 OD0452'HUDSON RAILROAD FROM THE STATION AT WHITEHALL, ABOUT 0.35 MILE
 OD0452'NORTHEAST OF MILE POST A 81 - R 21, ABOUT 8 YARDS NORTHEAST OF THE
 OD0452'THIRD TELEPHONE POLE NORTHEAST OF A ROCK CUT, A CHISELED CROSS WITHIN
 OD0452'AN OUTLINED CIRCLE ON THE TOP OF THE NORTH CORNER OF NORTHWEST HEAD
 OD0452'WALL OF A STONE MARONRY 7-FOOT ARCHED CULVERT, 12 FEET NORTHWEST OF
 OD0452'NORTHWEST RAIL, AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1075 ***********************************************************************
 KU1075  DESIGNATION -  2
 KU1075  PID         -  KU1075
 KU1075  STATE/COUNTY-  NY/QUEENS
 KU1075  USGS QUAD   -  CENTRAL PARK (1979)
 KU1075
 KU1075                         *CURRENT SURVEY CONTROL
 KU1075  ___________________________________________________________________
 KU1075* NAD 83(1986)-  40 46 05.     (N)    073 53 05.     (W)     SCALED    
 KU1075* NAVD 88     -        10.461  (meters)      34.32   (feet)  ADJUSTED  
 KU1075  ___________________________________________________________________
 KU1075  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU1075  DYNAMIC HT  -          10.458 (meters)      34.31  (feet)  COMP
 KU1075  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 KU1075
 KU1075  VERT ORDER  -  FIRST     CLASS II
 KU1075
 KU1075.The horizontal coordinates were scaled from a topographic map and have
 KU1075.an estimated accuracy of +/- 6 seconds.
 KU1075
 KU1075.The orthometric height was determined by differential leveling
 KU1075.and adjusted by the National Geodetic Survey in June 1991..
 KU1075
 KU1075.The geoid height was determined by GEOID03.
 KU1075
 KU1075.The dynamic height is computed by dividing the NAVD 88
 KU1075.geopotential number by the normal gravity value computed on the
 KU1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1075.degrees latitude (g = 980.6199 gals.).
 KU1075
 KU1075.The modeled gravity was interpolated from observed gravity values.
 KU1075
 KU1075;                    North         East    Units  Estimated Accuracy
 KU1075;SPC NY L     -    66,790.      309,730.      MT  (+/- 180 meters Scaled)
 KU1075
 KU1075                          SUPERSEDED SURVEY CONTROL
 KU1075
 KU1075  NGVD 29 (??/??/92)   10.790  (m)           35.40   (f) ADJ UNCH    1 2
 KU1075
 KU1075.Superseded values are not recommended for survey control.
 KU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1075.See file dsdata.txt to determine how the superseded data were derived.
 KU1075
 KU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL941136(NAD 83)
 KU1075_MARKER: B = BOLT
 KU1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1075_SP_SET: BRIDGE COPING
 KU1075_STAMPING: 2
 KU1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1075
 KU1075  HISTORY     - Date     Condition        Report By
 KU1075  HISTORY     - UNK      MONUMENTED       NYPA
 KU1075  HISTORY     - 1952     GOOD             NGS
 KU1075  HISTORY     - 1957     GOOD             NGS
 KU1075  HISTORY     - 20021001 MARK NOT FOUND   PORANY
 KU1075
 KU1075                          STATION DESCRIPTION
 KU1075
 KU1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1075'AT NEW YORK.
 KU1075'AT NEW YORK, IN BOROUGH OF QUEENS, NEAR ENTRANCE TO MARINE
 KU1075'TERMINAL OF LA GUARDIA FIELD, AT NORTH END OF OVERPASS OF 85TH
 KU1075'STREET OVER GRAND CENTRAL PARKWAY, A 1/2-INCH BRASS BOLT LEADED
 KU1075'IN THE TOP OF GRANITE COPING OF EAST GRANITE BRIDGE RAILING,
 KU1075'1 FOOT SOUTH OF NORTH END OF RAIL, 10.8 FEET EAST OF EAST CURB
 KU1075'AND 3.3 FEET ABOVE BRIDGE SIDE WALK.
 KU1075
 KU1075                          STATION RECOVERY (1957)
 KU1075
 KU1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KU1075'RECOVERED IN GOOD CONDITION.
 KU1075
 KU1075                          STATION RECOVERY (2002)
 KU1075
 KU1075'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2002 (SSZ)
 KU1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1020 ***********************************************************************
 OF1020  DESIGNATION -  2
 OF1020  PID         -  OF1020
 OF1020  STATE/COUNTY-  NY/MONROE
 OF1020  USGS QUAD   -  PITTSFORD (1978)
 OF1020
 OF1020                         *CURRENT SURVEY CONTROL
 OF1020  ___________________________________________________________________
 OF1020* NAD 83(1986)-  43 15 13.     (N)    077 36 32.     (W)     SCALED    
 OF1020* NAVD 88     -        78.799  (meters)     258.53   (feet)  ADJUSTED  
 OF1020  ___________________________________________________________________
 OF1020  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OF1020  DYNAMIC HT  -          78.781 (meters)     258.47  (feet)  COMP
 OF1020  MODELED GRAV-     980,383.6   (mgal)                       NAVD 88
 OF1020
 OF1020  VERT ORDER  -  FIRST     CLASS II
 OF1020
 OF1020.The horizontal coordinates were scaled from a topographic map and have
 OF1020.an estimated accuracy of +/- 6 seconds.
 OF1020
 OF1020.The orthometric height was determined by differential leveling
 OF1020.and adjusted by the National Geodetic Survey in September 1994..
 OF1020
 OF1020.The geoid height was determined by GEOID03.
 OF1020
 OF1020.The dynamic height is computed by dividing the NAVD 88
 OF1020.geopotential number by the normal gravity value computed on the
 OF1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1020.degrees latitude (g = 980.6199 gals.).
 OF1020
 OF1020.The modeled gravity was interpolated from observed gravity values.
 OF1020
 OF1020;                    North         East    Units  Estimated Accuracy
 OF1020;SPC NY W     -   361,800.      429,130.      MT  (+/- 180 meters Scaled)
 OF1020
 OF1020                          SUPERSEDED SURVEY CONTROL
 OF1020
 OF1020  NAVD 88 (06/15/91)   78.815  (m)          258.58   (f) UNKNOWN     1 2
 OF1020  NGVD 29 (??/??/92)   78.999  (m)          259.18   (f) ADJ UNCH    1 2
 OF1020
 OF1020.Superseded values are not recommended for survey control.
 OF1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1020.See file dsdata.txt to determine how the superseded data were derived.
 OF1020
 OF1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN882922(NAD 83)
 OF1020_MARKER: DD = SURVEY DISK
 OF1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1020_STAMPING: 2
 OF1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1020+STABILITY: SURFACE MOTION
 OF1020
 OF1020  HISTORY     - Date     Condition        Report By
 OF1020  HISTORY     - 1941     MONUMENTED       USE
 OF1020  HISTORY     - 1971     GOOD             USGS
 OF1020
 OF1020                          STATION DESCRIPTION
 OF1020
 OF1020'DESCRIBED BY US ENGINEERS 1941
 OF1020'AT CHARLOTTE.
 OF1020'AT CHARLOTTE, ALONG THE NEW YORK CENTRAL RAILROAD, 137 FEET
 OF1020'NORTHWEST OF THE NORTHWEST ABUTMENT OF THE NEW YORK CENTRAL RAILROAD
 OF1020'DRAW-BRIDGE OVER THE GENESEE RIVER, 6 FEET SOUTHWEST OF THE SOUTHWEST
 OF1020'RAIL OF THE SOUTHWEST TRACKS LEADING NORTHWEST AND SOUTHEAST, 10.7
 OF1020'FEET NORTH OF THE NORTH RAIL OF THE TRACKS LEADING SOUTH WEST FROM
 OF1020'THE DRAW-BRIDGE, 27.2 FEET EAST OF THE FIRST TELEGRAPH POLE NORTHWEST
 OF1020'OF THE Y FORMED BY THE JUNCTION OF THE TRACKS, A U.S. ENGINEERING
 OF1020'DEPARTMENT DISK STAMPED 2 AND SET IN A CONCRETE POST.
 OF1020
 OF1020                          STATION RECOVERY (1971)
 OF1020
 OF1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0520 ***********************************************************************
 PH0520  DESIGNATION -  2
 PH0520  PID         -  PH0520
 PH0520  STATE/COUNTY-  NY/ST LAWRENCE
 PH0520  USGS QUAD   -  MASSENA (1964)
 PH0520
 PH0520                         *CURRENT SURVEY CONTROL
 PH0520  ___________________________________________________________________
 PH0520* NAD 83(1986)-  44 56 15.     (N)    074 59 43.     (W)     SCALED    
 PH0520* NAVD 88     -        63.56   (+/-2cm)     208.5    (feet)  VERTCON   
 PH0520  ___________________________________________________________________
 PH0520  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 PH0520
 PH0520  VERT ORDER  -  ? (See Below)
 PH0520
 PH0520.The horizontal coordinates were scaled from a topographic map and have
 PH0520.an estimated accuracy of +/- 6 seconds.
 PH0520
 PH0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0520.The vertical order pertains to the NGVD 29 superseded value.
 PH0520
 PH0520.The geoid height was determined by GEOID03.
 PH0520
 PH0520;                    North         East    Units  Estimated Accuracy
 PH0520;SPC NY E     -   678,050.      110,910.      MT  (+/- 180 meters Scaled)
 PH0520
 PH0520                          SUPERSEDED SURVEY CONTROL
 PH0520
 PH0520  NGVD 29 (??/??/92)   63.673  (m)          208.90   (f) ADJ UNCH    ?  
 PH0520
 PH0520.Superseded values are not recommended for survey control.
 PH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0520.See file dsdata.txt to determine how the superseded data were derived.
 PH0520
 PH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ003760(NAD 83)
 PH0520_MARKER: B = BOLT
 PH0520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PH0520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PH0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0520
 PH0520  HISTORY     - Date     Condition        Report By
 PH0520  HISTORY     - UNK      MONUMENTED       LOCENG
 PH0520  HISTORY     - 1943     GOOD             NGS
 PH0520
 PH0520                          STATION DESCRIPTION
 PH0520
 PH0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0520'IN LOUISVILLE LANDING.
 PH0520'AT LOUISVILLE LANDING, ST.LAWRENCE COUNTY, ABOUT 400 FEET NORTH OF
 PH0520'STATE HIGHWAY 37 B, IN THE WEST EDGE OF A ROAD LEADING TO THE FERRY
 PH0520'DOCK, 44 FEET NORTH OF THE NORTHEAST CORNER OF THE CUSTOM HOUSE, 40
 PH0520'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FLORENCE COOK COTTAGE,
 PH0520'85 FEET SOUTH OF THE FERRY DOCK, AND IN THE TOP OF A CONCRETE-FILLED
 PH0520'3-INCH IRON PIPE INSIDE A 6-INCH PIPE PROJECTING ABOUT 2 INCHES ABOVE
 PH0520'GROUND.  THE TOP OF A 1/2-INCH BRASS BOLT PROJECTING ABOUT 1/2 INCH
 PH0520'ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0550 ***********************************************************************
 PH0550  DESIGNATION -  2
 PH0550  PID         -  PH0550
 PH0550  STATE/COUNTY-  NY/ST LAWRENCE
 PH0550  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0550
 PH0550                         *CURRENT SURVEY CONTROL
 PH0550  ___________________________________________________________________
 PH0550* NAD 83(1986)-  44 58 58.     (N)    074 45 43.     (W)     SCALED    
 PH0550* NAVD 88     -        63.35   (+/-2cm)     207.8    (feet)  VERTCON   
 PH0550  ___________________________________________________________________
 PH0550  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 PH0550
 PH0550  VERT ORDER  -  ? (See Below)
 PH0550
 PH0550.The horizontal coordinates were scaled from a topographic map and have
 PH0550.an estimated accuracy of +/- 6 seconds.
 PH0550
 PH0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0550.The vertical order pertains to the NGVD 29 superseded value.
 PH0550
 PH0550.The geoid height was determined by GEOID03.
 PH0550
 PH0550;                    North         East    Units  Estimated Accuracy
 PH0550;SPC NY E     -   682,990.      129,340.      MT  (+/- 180 meters Scaled)
 PH0550
 PH0550                          SUPERSEDED SURVEY CONTROL
 PH0550
 PH0550  NGVD 29 (??/??/92)   63.466  (m)          208.22   (f) ADJ UNCH    ?  
 PH0550
 PH0550.Superseded values are not recommended for survey control.
 PH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0550.See file dsdata.txt to determine how the superseded data were derived.
 PH0550
 PH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ187810(NAD 83)
 PH0550_MARKER: DD = SURVEY DISK
 PH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0550+STABILITY: SURFACE MOTION
 PH0550
 PH0550  HISTORY     - Date     Condition        Report By
 PH0550  HISTORY     - UNK      MONUMENTED       USLS
 PH0550  HISTORY     - 1943     GOOD             NGS
 PH0550  HISTORY     - 1973     MARK NOT FOUND   NGS
 PH0550
 PH0550                          STATION DESCRIPTION
 PH0550
 PH0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0550'3.5 MI NE FROM MASSENA CENTER.
 PH0550'ABOUT 3-1/2 MILES NORTHEAST OF MASSENA CENTER, ST. LAWRENCE COUNTY,
 PH0550'ABOUT 1/2 MILE SOUTHEAST OF THE MOUTH OF GRASS RIVER, ABOUT 1.2 MILES
 PH0550'WEST OF ROOSEVELT BRIDGE, ON A LINE OF TANGENT TO THE EAST END OF
 PH0550'MASSENA POINT, ON GRASS RIVER ROAD, ABOUT 294 FEET WEST OF THE
 PH0550'NORTHWEST CORNER OF THE HARVEY TUCKER HOUSE SOUTH OF THE ROAD, 12 FEET
 PH0550'SOUTH OF BLAZED POLE 18110, 14-1/2 FEET NORTH OF THE NORTH EDGE OF THE
 PH0550'MACADAM PAVEMENT, 57 FEET EAST OF A TRIANGULAR-BLAZED 22-INCH ELM
 PH0550'TREE, AND 146 FEET NORTH OF A PUMP.  THE TOP OF A 1/4-INCH BRASS BOLT
 PH0550'SET IN THE TOP OF A CONCRETE POST ABOUT 1-1/2 FEET UNDER GROUND AND
 PH0550'PROJECTING ABOUT 1/2 INCH ABOVE THE CONCRETE.
 PH0550
 PH0550                          STATION RECOVERY (1973)
 PH0550
 PH0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PH0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1566 ***********************************************************************
 LX1566  DESIGNATION -  2
 LX1566  PID         -  LX1566
 LX1566  STATE/COUNTY-  NY/DUTCHESS
 LX1566  USGS QUAD   -  ROCK CITY (1978)
 LX1566
 LX1566                         *CURRENT SURVEY CONTROL
 LX1566  ___________________________________________________________________
 LX1566* NAD 83(1986)-  41 58 13.     (N)    073 49 45.     (W)     SCALED    
 LX1566* NAVD 88     -       100.200  (meters)     328.74   (feet)  ADJUSTED  
 LX1566  ___________________________________________________________________
 LX1566  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LX1566  DYNAMIC HT  -         100.164 (meters)     328.62  (feet)  COMP
 LX1566  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 LX1566
 LX1566  VERT ORDER  -  SECOND    CLASS 0
 LX1566
 LX1566.The horizontal coordinates were scaled from a topographic map and have
 LX1566.an estimated accuracy of +/- 6 seconds.
 LX1566
 LX1566.The orthometric height was determined by differential leveling
 LX1566.and adjusted by the National Geodetic Survey in June 1991..
 LX1566
 LX1566.The geoid height was determined by GEOID03.
 LX1566
 LX1566.The dynamic height is computed by dividing the NAVD 88
 LX1566.geopotential number by the normal gravity value computed on the
 LX1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1566.degrees latitude (g = 980.6199 gals.).
 LX1566
 LX1566.The modeled gravity was interpolated from observed gravity values.
 LX1566
 LX1566;                    North         East    Units  Estimated Accuracy
 LX1566;SPC NY E     -   348,520.      205,600.      MT  (+/- 180 meters Scaled)
 LX1566
 LX1566                          SUPERSEDED SURVEY CONTROL
 LX1566
 LX1566  NGVD 29 (??/??/92)  100.462  (m)          329.60   (f) ADJ UNCH    2 0
 LX1566
 LX1566.Superseded values are not recommended for survey control.
 LX1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1566.See file dsdata.txt to determine how the superseded data were derived.
 LX1566
 LX1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM970471(NAD 83)
 LX1566_MARKER: N = NAIL
 LX1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1566_SP_SET: MAPLE TREE ROOT
 LX1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1566
 LX1566  HISTORY     - Date     Condition        Report By
 LX1566  HISTORY     - UNK      MONUMENTED       NYHD
 LX1566  HISTORY     - 1935     GOOD             NGS
 LX1566
 LX1566                          STATION DESCRIPTION
 LX1566
 LX1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1566'0.5 MI W FROM ROCK CITY.
 LX1566'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 308 FROM ROCK CITY,
 LX1566'DUTCHESS COUNTY, ABOUT 35 FEET SOUTH OF POLE 23380 P, 16 FEET
 LX1566'SOUTH OF THE CENTER LINE OF THE HIGHWAY IN A SHELF IN THE ROOT
 LX1566'OF A 30-INCH MAPLE TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LX1566'A COPPER NAIL AND WASHER, PAINTED B M 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9630 ***********************************************************************
 AI9630  DESIGNATION -  2 975
 AI9630  PID         -  AI9630
 AI9630  STATE/COUNTY-  NY/SUFFOLK
 AI9630  USGS QUAD   -  MORICHES (1967)
 AI9630
 AI9630                         *CURRENT SURVEY CONTROL
 AI9630  ___________________________________________________________________
 AI9630* NAD 83(1986)-  40 48 06.     (N)    072 45 33.     (W)     SCALED    
 AI9630* NAVD 88     -         6.549  (meters)      21.49   (feet)  ADJUSTED  
 AI9630  ___________________________________________________________________
 AI9630  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AI9630  DYNAMIC HT  -           6.547 (meters)      21.48  (feet)  COMP
 AI9630  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 AI9630
 AI9630  VERT ORDER  -  SECOND    CLASS I
 AI9630
 AI9630.The horizontal coordinates were scaled from a topographic map and have
 AI9630.an estimated accuracy of +/- 6 seconds.
 AI9630
 AI9630.The orthometric height was determined by differential leveling
 AI9630.and adjusted by the National Geodetic Survey in July 2002..
 AI9630.No vertical observational check was made to the station.
 AI9630
 AI9630.The geoid height was determined by GEOID03.
 AI9630
 AI9630.The dynamic height is computed by dividing the NAVD 88
 AI9630.geopotential number by the normal gravity value computed on the
 AI9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9630.degrees latitude (g = 980.6199 gals.).
 AI9630
 AI9630.The modeled gravity was interpolated from observed gravity values.
 AI9630
 AI9630;                    North         East    Units  Estimated Accuracy
 AI9630;SPC NY L     -    71,260.      404,710.      MT  (+/- 180 meters Scaled)
 AI9630
 AI9630                          SUPERSEDED SURVEY CONTROL
 AI9630
 AI9630.No superseded survey control is available for this station.
 AI9630
 AI9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL890191(NAD 83)
 AI9630_MARKER: DD = SURVEY DISK
 AI9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9630_STAMPING: 2-975
 AI9630_MARK LOGO: NY-103
 AI9630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9630+STABILITY: SURFACE MOTION
 AI9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9630+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2000
 AI9630
 AI9630  HISTORY     - Date     Condition        Report By
 AI9630  HISTORY     - UNK      MONUMENTED       NY-103
 AI9630  HISTORY     - 20001115 GOOD             NGS
 AI9630
 AI9630                          STATION DESCRIPTION
 AI9630
 AI9630'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9630'0.3 KM (0.20 MI) SOUTHERLY ALONG ATLANTIC AVENUE FROM THE POST OFFICE
 AI9630'IN EAST MORICHES, 24.2 M (79.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 AI9630'OF A HOUSE, 17.1 M (56.1 FT) NORTHWEST OF UTILITY POLE NUMBER 11 J,
 AI9630'10.2 M (33.5 FT) SOUTH OF A FIRE HYDRANT, 8.0 M (26.2 FT) SOUTHWEST OF
 AI9630'THE EXTENDED CENTER OF MAPLE AVENUE, 4.7 M (15.4 FT) WEST OF THE
 AI9630'AVENUE CENTERLINE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUES, AND
 AI9630'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AI9630'NOTE--THE MONUMENT IS ON THE AVENUE RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9629 ***********************************************************************
 AI9629  DESIGNATION -  2 976
 AI9629  PID         -  AI9629
 AI9629  STATE/COUNTY-  NY/SUFFOLK
 AI9629  USGS QUAD   -  MORICHES (1967)
 AI9629
 AI9629                         *CURRENT SURVEY CONTROL
 AI9629  ___________________________________________________________________
 AI9629* NAD 83(1986)-  40 47 53.     (N)    072 45 25.     (W)     SCALED    
 AI9629* NAVD 88     -         3.155  (meters)      10.35   (feet)  ADJUSTED  
 AI9629  ___________________________________________________________________
 AI9629  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 AI9629  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 AI9629  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 AI9629
 AI9629  VERT ORDER  -  SECOND    CLASS I
 AI9629
 AI9629.The horizontal coordinates were scaled from a topographic map and have
 AI9629.an estimated accuracy of +/- 6 seconds.
 AI9629
 AI9629.The orthometric height was determined by differential leveling
 AI9629.and adjusted by the National Geodetic Survey in July 2002..
 AI9629.No vertical observational check was made to the station.
 AI9629
 AI9629.The geoid height was determined by GEOID03.
 AI9629
 AI9629.The dynamic height is computed by dividing the NAVD 88
 AI9629.geopotential number by the normal gravity value computed on the
 AI9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9629.degrees latitude (g = 980.6199 gals.).
 AI9629
 AI9629.The modeled gravity was interpolated from observed gravity values.
 AI9629
 AI9629;                    North         East    Units  Estimated Accuracy
 AI9629;SPC NY L     -    70,860.      404,900.      MT  (+/- 180 meters Scaled)
 AI9629
 AI9629                          SUPERSEDED SURVEY CONTROL
 AI9629
 AI9629.No superseded survey control is available for this station.
 AI9629
 AI9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL892187(NAD 83)
 AI9629_MARKER: DD = SURVEY DISK
 AI9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9629_STAMPING: 2-976
 AI9629_MARK LOGO: NY-103
 AI9629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9629+STABILITY: SURFACE MOTION
 AI9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9629+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2000
 AI9629
 AI9629  HISTORY     - Date     Condition        Report By
 AI9629  HISTORY     - UNK      MONUMENTED       NY-103
 AI9629  HISTORY     - 20001115 GOOD             NGS
 AI9629
 AI9629                          STATION DESCRIPTION
 AI9629
 AI9629'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9629'0.8 KM (0.50 MI) SOUTHERLY ALONG ATLANTIC AVENUE FROM THE POST OFFICE
 AI9629'IN EAST MORICHES, 24.0 M (78.7 FT) NORTHEAST OF THE NORTHEAST CORNER
 AI9629'OF HOUSE NUMBER 82, 5.1 M (16.7 FT) EAST OF THE AVENUE CENTERLINE, 0.5
 AI9629'M (1.6 FT) NORTH OF UTILITY POLE NUMBER 22 J, 0.4 M (1.3 FT) NORTHWEST
 AI9629'OF A WITNESS POST, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 AI9629'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 AI9629'ON THE AVENUE RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9631 ***********************************************************************
 AI9631  DESIGNATION -  2 988 R1
 AI9631  PID         -  AI9631
 AI9631  STATE/COUNTY-  NY/SUFFOLK
 AI9631  USGS QUAD   -  EASTPORT (1956)
 AI9631
 AI9631                         *CURRENT SURVEY CONTROL
 AI9631  ___________________________________________________________________
 AI9631* NAD 83(1986)-  40 49 08.     (N)    072 44 31.     (W)     SCALED    
 AI9631* NAVD 88     -        10.480  (meters)      34.38   (feet)  ADJUSTED  
 AI9631  ___________________________________________________________________
 AI9631  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AI9631  DYNAMIC HT  -          10.475 (meters)      34.37  (feet)  COMP
 AI9631  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 AI9631
 AI9631  VERT ORDER  -  SECOND    CLASS I
 AI9631
 AI9631.The horizontal coordinates were scaled from a topographic map and have
 AI9631.an estimated accuracy of +/- 6 seconds.
 AI9631
 AI9631.The orthometric height was determined by differential leveling
 AI9631.and adjusted by the National Geodetic Survey in July 2002..
 AI9631
 AI9631.The geoid height was determined by GEOID03.
 AI9631
 AI9631.The dynamic height is computed by dividing the NAVD 88
 AI9631.geopotential number by the normal gravity value computed on the
 AI9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9631.degrees latitude (g = 980.6199 gals.).
 AI9631
 AI9631.The modeled gravity was interpolated from observed gravity values.
 AI9631
 AI9631;                    North         East    Units  Estimated Accuracy
 AI9631;SPC NY L     -    73,190.      406,130.      MT  (+/- 180 meters Scaled)
 AI9631
 AI9631                          SUPERSEDED SURVEY CONTROL
 AI9631
 AI9631.No superseded survey control is available for this station.
 AI9631
 AI9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL904211(NAD 83)
 AI9631_MARKER: DD = SURVEY DISK
 AI9631_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9631_SP_SET: CURB
 AI9631_STAMPING: 2-998 R1
 AI9631_MARK LOGO: NY-103
 AI9631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9631+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2000
 AI9631
 AI9631  HISTORY     - Date     Condition        Report By
 AI9631  HISTORY     - UNK      MONUMENTED       NY-103
 AI9631  HISTORY     - 20001115 GOOD             NGS
 AI9631
 AI9631                          STATION DESCRIPTION
 AI9631
 AI9631'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI9631'0.2 KM (0.10 MI) SOUTHERLY ALONG EASTPORT MANOR ROAD FROM THE POST
 AI9631'OFFICE IN EASTPORT, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG MONTAUK
 AI9631'HIGHWAY, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG MORICHES
 AI9631'BOULEVARD, IN THE CONCRETE CURB AT THE NORTHEAST QUADRANT OF THE
 AI9631'INTERSECTION OF MORICHES BOULEVARD AND CHRISTMANN AVENUE, 9.6 M (31.5
 AI9631'FT) NORTHWEST OF THE BOULEVARD CENTERLINE, 6.6 M (21.7 FT) EAST OF THE
 AI9631'AVENUE CENTER, 4.98 M (16.34 FT) SOUTHWEST OF THE CENTER OF A GATE,
 AI9631'1.8 M (5.9 FT) SOUTHEAST OF A UTILITY LIGHT POLE, 1.1 M (3.6 FT) SOUTH
 AI9631'OF A FENCE CORNER, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AI9631'BOULEVARD.  NOTE--THE MARK IS ON THE BOULEVARD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1507 ***********************************************************************
 KU1507  DESIGNATION -  2 B USE
 KU1507  PID         -  KU1507
 KU1507  STATE/COUNTY-  NY/NASSAU
 KU1507  USGS QUAD   -  LAWRENCE (1979)
 KU1507
 KU1507                         *CURRENT SURVEY CONTROL
 KU1507  ___________________________________________________________________
 KU1507* NAD 83(1986)-  40 35 38.     (N)    073 39 45.     (W)     SCALED    
 KU1507* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 KU1507  ___________________________________________________________________
 KU1507  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KU1507  DYNAMIC HT  -           1.650 (meters)       5.41  (feet)  COMP
 KU1507  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 KU1507
 KU1507  VERT ORDER  -  SECOND    CLASS 0
 KU1507
 KU1507.The horizontal coordinates were scaled from a topographic map and have
 KU1507.an estimated accuracy of +/- 6 seconds.
 KU1507
 KU1507.The orthometric height was determined by differential leveling
 KU1507.and adjusted by the National Geodetic Survey in June 1991..
 KU1507
 KU1507.The geoid height was determined by GEOID03.
 KU1507
 KU1507.The dynamic height is computed by dividing the NAVD 88
 KU1507.geopotential number by the normal gravity value computed on the
 KU1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1507.degrees latitude (g = 980.6199 gals.).
 KU1507
 KU1507.The modeled gravity was interpolated from observed gravity values.
 KU1507
 KU1507;                    North         East    Units  Estimated Accuracy
 KU1507;SPC NY L     -    47,500.      328,570.      MT  (+/- 180 meters Scaled)
 KU1507
 KU1507                          SUPERSEDED SURVEY CONTROL
 KU1507
 KU1507  NGVD 29 (??/??/92)    1.991  (m)            6.53   (f) ADJ UNCH    2 0
 KU1507
 KU1507.Superseded values are not recommended for survey control.
 KU1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1507.See file dsdata.txt to determine how the superseded data were derived.
 KU1507
 KU1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK131945(NAD 83)
 KU1507_MARKER: Q = CHISELED SQUARE
 KU1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1507_SP_SET: CURB
 KU1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1507
 KU1507  HISTORY     - Date     Condition        Report By
 KU1507  HISTORY     - UNK      MONUMENTED       DOD
 KU1507  HISTORY     - 1932     GOOD             NGS
 KU1507  HISTORY     - 1950     GOOD             NGS
 KU1507
 KU1507                          STATION DESCRIPTION
 KU1507
 KU1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1507'AT LONG BEACH.
 KU1507'AT LONG BEACH, NASSAU COUNTY, ON THE SOUTH SIDE OF WATER STREET,
 KU1507'AT THE BAYVIEW HOTEL, 43.3 FEET WEST OF THE NORTHEAST
 KU1507'ENTRANCE OF THE BAR AND RESTAURANT, 29.8 FEET EAST OF A LAMPPOST
 KU1507'ON THE CORNER OF THE JUNCTION OF WATER STREET AND A PRIVATE
 KU1507'ROAD WHICH PASSES WEST OF THE HOTEL, 12 FEET EAST OF THE
 KU1507'NORTHWEST CORNER OF THE BUILDING, 12.3 FEET FROM THE NORTH
 KU1507'SIDE, AND ON THE TOP OF THE CONCRETE CURB.  A CHISELED SQUARE,
 KU1507'MARKED U.S.  NOTE-- THE MARK IS A RIGHT-ANGLE CUT IN THE
 KU1507'CURBSTONE.
 KU1507
 KU1507                          STATION RECOVERY (1950)
 KU1507
 KU1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KU1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1506 ***********************************************************************
 KU1506  DESIGNATION -  2 C USE
 KU1506  PID         -  KU1506
 KU1506  STATE/COUNTY-  NY/NASSAU
 KU1506  USGS QUAD   -  LAWRENCE (1979)
 KU1506
 KU1506                         *CURRENT SURVEY CONTROL
 KU1506  ___________________________________________________________________
 KU1506* NAD 83(1986)-  40 35 38.     (N)    073 39 47.     (W)     SCALED    
 KU1506* NAVD 88     -         1.791  (meters)       5.88   (feet)  ADJUSTED  
 KU1506  ___________________________________________________________________
 KU1506  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KU1506  DYNAMIC HT  -           1.790 (meters)       5.87  (feet)  COMP
 KU1506  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 KU1506
 KU1506  VERT ORDER  -  SECOND    CLASS 0
 KU1506
 KU1506.The horizontal coordinates were scaled from a topographic map and have
 KU1506.an estimated accuracy of +/- 6 seconds.
 KU1506
 KU1506.The orthometric height was determined by differential leveling
 KU1506.and adjusted by the National Geodetic Survey in June 1991..
 KU1506
 KU1506.The geoid height was determined by GEOID03.
 KU1506
 KU1506.The dynamic height is computed by dividing the NAVD 88
 KU1506.geopotential number by the normal gravity value computed on the
 KU1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1506.degrees latitude (g = 980.6199 gals.).
 KU1506
 KU1506.The modeled gravity was interpolated from observed gravity values.
 KU1506
 KU1506;                    North         East    Units  Estimated Accuracy
 KU1506;SPC NY L     -    47,500.      328,520.      MT  (+/- 180 meters Scaled)
 KU1506
 KU1506                          SUPERSEDED SURVEY CONTROL
 KU1506
 KU1506  NGVD 29 (??/??/92)    2.132  (m)            6.99   (f) ADJ UNCH    2 0
 KU1506
 KU1506.Superseded values are not recommended for survey control.
 KU1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1506.See file dsdata.txt to determine how the superseded data were derived.
 KU1506
 KU1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK131945(NAD 83)
 KU1506_MARKER: Q = CHISELED SQUARE
 KU1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1506_SP_SET: CONC BASE
 KU1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1506
 KU1506  HISTORY     - Date     Condition        Report By
 KU1506  HISTORY     - UNK      MONUMENTED       DOD
 KU1506  HISTORY     - 1932     GOOD             NGS
 KU1506  HISTORY     - 1935     GOOD             NGS
 KU1506
 KU1506                          STATION DESCRIPTION
 KU1506
 KU1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1506'AT LONG BEACH.
 KU1506'AT LONG BEACH, NASSAU COUNTY, ON THE LONG ISLAND RAILROAD, 20
 KU1506'FEET SOUTHEAST OF MILEPOST 22, AT THE SOUTH END OF A TRESTLE
 KU1506'OVER A CHANNEL JUST NORTH OF TOWN, 15 FEET SOUTHWEST OF THE
 KU1506'CHANNEL BULKHEAD, AT THE WEST END OF WATER STREET, ON THE
 KU1506'SOUTHWEST SIDE OF THE TRACK, AT A TRAIN TRAFFIC SIGNAL, AND ON
 KU1506'THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE.  A CHISELED
 KU1506'SQUARE, MARKED U.S.
 KU1506
 KU1506                          STATION RECOVERY (1935)
 KU1506
 KU1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1885 ***********************************************************************
 NA1885  DESIGNATION -  2 CRH USGS
 NA1885  PID         -  NA1885
 NA1885  STATE/COUNTY-  NY/BROOME
 NA1885  USGS QUAD   -  BINGHAMTON EAST (1976)
 NA1885
 NA1885                         *CURRENT SURVEY CONTROL
 NA1885  ___________________________________________________________________
 NA1885* NAD 83(1986)-  42 02 39.     (N)    075 47 56.     (W)     SCALED    
 NA1885* NAVD 88     -       262.996  (meters)     862.85   (feet)  ADJUSTED  
 NA1885  ___________________________________________________________________
 NA1885  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 NA1885  DYNAMIC HT  -         262.896 (meters)     862.52  (feet)  COMP
 NA1885  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 NA1885
 NA1885  VERT ORDER  -  FIRST     CLASS II
 NA1885
 NA1885.The horizontal coordinates were scaled from a topographic map and have
 NA1885.an estimated accuracy of +/- 6 seconds.
 NA1885
 NA1885.The orthometric height was determined by differential leveling
 NA1885.and adjusted by the National Geodetic Survey in June 1991..
 NA1885
 NA1885.The geoid height was determined by GEOID03.
 NA1885
 NA1885.The dynamic height is computed by dividing the NAVD 88
 NA1885.geopotential number by the normal gravity value computed on the
 NA1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1885.degrees latitude (g = 980.6199 gals.).
 NA1885
 NA1885.The modeled gravity was interpolated from observed gravity values.
 NA1885
 NA1885;                    North         East    Units  Estimated Accuracy
 NA1885;SPC NY E     -   357,320.       42,470.      MT  (+/- 180 meters Scaled)
 NA1885
 NA1885                          SUPERSEDED SURVEY CONTROL
 NA1885
 NA1885.No superseded survey control is available for this station.
 NA1885
 NA1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM338549(NAD 83)
 NA1885_MARKER: DD = SURVEY DISK
 NA1885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA1885_SP_SET: HEADWALL OF CULVERT
 NA1885_STAMPING: 2 CRH 1968
 NA1885_MARK LOGO: USGS  
 NA1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1885+STABILITY: SURFACE MOTION
 NA1885
 NA1885  HISTORY     - Date     Condition        Report By
 NA1885  HISTORY     - 1968     MONUMENTED       USGS
 NA1885  HISTORY     - 1982     GOOD             NGS
 NA1885
 NA1885                          STATION DESCRIPTION
 NA1885
 NA1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1885'10.4 KM (6.45 MI) NW FROM GREAT BEND PA.
 NA1885'10.4 KM (6.45 MI) NORTHWEST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF
 NA1885'PA. STATE HIGHWAY 171 IN GREAT BEND, PA. TO THE MARK ON THE LEFT, AT
 NA1885'THE JUNCTION OF CEDARHURST STREET, 23.20 METERS (76.1 FT) SOUTHWEST OF
 NA1885'THE CENTER LINE OF THE HIGHWAY, 11.65 METERS (38.2 FT) NORTHWEST OF
 NA1885'THE CENTER LINE OF CEDARHURST STREET, 6.55 METERS (21.5 FT) NORTHEAST
 NA1885'OF THE WEST RAIL OF A SINGLE SET OF TRACKS.
 NA1885'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0287 ***********************************************************************
 KU0287  DESIGNATION -  2 RS
 KU0287  PID         -  KU0287
 KU0287  STATE/COUNTY-  NY/SUFFOLK
 KU0287  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0287
 KU0287                         *CURRENT SURVEY CONTROL
 KU0287  ___________________________________________________________________
 KU0287* NAD 83(1986)-  40 53 37.     (N)    072 53 46.     (W)     SCALED    
 KU0287* NAVD 88     -        28.234  (meters)      92.63   (feet)  ADJUSTED  
 KU0287  ___________________________________________________________________
 KU0287  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KU0287  DYNAMIC HT  -          28.223 (meters)      92.59  (feet)  COMP
 KU0287  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 KU0287
 KU0287  VERT ORDER  -  SECOND    CLASS 0
 KU0287
 KU0287.The horizontal coordinates were scaled from a topographic map and have
 KU0287.an estimated accuracy of +/- 6 seconds.
 KU0287
 KU0287.The orthometric height was determined by differential leveling
 KU0287.and adjusted by the National Geodetic Survey in June 1991..
 KU0287
 KU0287.The geoid height was determined by GEOID03.
 KU0287
 KU0287.The dynamic height is computed by dividing the NAVD 88
 KU0287.geopotential number by the normal gravity value computed on the
 KU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0287.degrees latitude (g = 980.6199 gals.).
 KU0287
 KU0287.The modeled gravity was interpolated from observed gravity values.
 KU0287
 KU0287;                    North         East    Units  Estimated Accuracy
 KU0287;SPC NY L     -    81,310.      393,020.      MT  (+/- 180 meters Scaled)
 KU0287
 KU0287                          SUPERSEDED SURVEY CONTROL
 KU0287
 KU0287  NGVD 29 (??/??/92)   28.539  (m)           93.63   (f) ADJ UNCH    2 0
 KU0287
 KU0287.Superseded values are not recommended for survey control.
 KU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0287.See file dsdata.txt to determine how the superseded data were derived.
 KU0287
 KU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL772290(NAD 83)
 KU0287_MARKER: DD = SURVEY DISK
 KU0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0287_SP_SET: CULVERT
 KU0287_STAMPING: 2 RS 1949 94
 KU0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0287
 KU0287  HISTORY     - Date     Condition        Report By
 KU0287  HISTORY     - 1949     MONUMENTED       USGS
 KU0287  HISTORY     - 1949     GOOD             NGS
 KU0287
 KU0287                          STATION DESCRIPTION
 KU0287
 KU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KU0287'1 MI SW FROM RIDGE.
 KU0287'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE FIRE
 KU0287'HOUSE AT RIDGE, AT THE INTERSECTION OF RIDGE ROAD, SET IN THE
 KU0287'TOP AT THE NORTH END OF THE EAST HEADWALL OF CONCRETE CULVERT,
 KU0287'26.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.8 FEET
 KU0287'EAST OF THE CENTER LINE OF RIDGE ROAD AND ABOUT LEVEL WITH THE
 KU0287'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1455 ***********************************************************************
 LX1455  DESIGNATION -  2 R=SERIAL 1603
 LX1455  PID         -  LX1455
 LX1455  STATE/COUNTY-  NY/DUTCHESS
 LX1455  USGS QUAD   -  KINGSTON EAST (1980)
 LX1455
 LX1455                         *CURRENT SURVEY CONTROL
 LX1455  ___________________________________________________________________
 LX1455* NAD 83(1986)-  41 55 08.     (N)    073 57 10.     (W)     SCALED    
 LX1455* NAVD 88     -         2.792  (meters)       9.16   (feet)  ADJUSTED  
 LX1455  ___________________________________________________________________
 LX1455  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX1455  DYNAMIC HT  -           2.791 (meters)       9.16  (feet)  COMP
 LX1455  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LX1455
 LX1455  VERT ORDER  -  FIRST     CLASS II
 LX1455
 LX1455.The horizontal coordinates were scaled from a topographic map and have
 LX1455.an estimated accuracy of +/- 6 seconds.
 LX1455
 LX1455.The orthometric height was determined by differential leveling
 LX1455.and adjusted by the National Geodetic Survey in June 1991..
 LX1455.WARNING-Repeat measurements at this control monument indicate possible
 LX1455.vertical movement.
 LX1455
 LX1455.The geoid height was determined by GEOID03.
 LX1455
 LX1455.The dynamic height is computed by dividing the NAVD 88
 LX1455.geopotential number by the normal gravity value computed on the
 LX1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1455.degrees latitude (g = 980.6199 gals.).
 LX1455
 LX1455.The modeled gravity was interpolated from observed gravity values.
 LX1455
 LX1455;                    North         East    Units  Estimated Accuracy
 LX1455;SPC NY E     -   342,740.      195,390.      MT  (+/- 180 meters Scaled)
 LX1455
 LX1455                          SUPERSEDED SURVEY CONTROL
 LX1455
 LX1455  NGVD 29 (??/??/92)    3.040  (m)            9.97   (f) ADJ UNCH    1 2
 LX1455
 LX1455.Superseded values are not recommended for survey control.
 LX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1455.See file dsdata.txt to determine how the superseded data were derived.
 LX1455
 LX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM868413(NAD 83)
 LX1455_MARKER: Q = CHISELED SQUARE
 LX1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1455_SP_SET: MILE POST BASE
 LX1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1455
 LX1455  HISTORY     - Date     Condition        Report By
 LX1455  HISTORY     - UNK      MONUMENTED       DOD
 LX1455  HISTORY     - 1955     GOOD             NGS
 LX1455
 LX1455                          STATION DESCRIPTION
 LX1455
 LX1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1455'0.2 MI S FROM RHINECLIFF.
 LX1455'ABOUT 0.15 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1455'THE STATION AT RHINECLIFF, 918 FEET SOUTH OF SOUTHWEST CORNER
 LX1455'OF STATION PROPER, 7 1/2 FEET EAST OF EAST RAIL, AN OUTLINED
 LX1455'SQUARE ON THE BASE OF WEST SIDE OF MILE POST NY 89 AND ABOUT
 LX1455'1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0696 ***********************************************************************
 NC0696  DESIGNATION -  2 USE
 NC0696  PID         -  NC0696
 NC0696  STATE/COUNTY-  NY/ERIE
 NC0696  USGS QUAD   -  BUFFALO NW (1965)
 NC0696
 NC0696                         *CURRENT SURVEY CONTROL
 NC0696  ___________________________________________________________________
 NC0696* NAD 83(1986)-  42 55 01.     (N)    078 54 12.     (W)     SCALED    
 NC0696* NAVD 88     -       174.693  (meters)     573.14   (feet)  ADJUSTED  
 NC0696  ___________________________________________________________________
 NC0696  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NC0696  DYNAMIC HT  -         174.647 (meters)     572.99  (feet)  COMP
 NC0696  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 NC0696
 NC0696  VERT ORDER  -  FIRST     CLASS 0
 NC0696
 NC0696.The horizontal coordinates were scaled from a topographic map and have
 NC0696.an estimated accuracy of +/- 6 seconds.
 NC0696
 NC0696.The orthometric height was determined by differential leveling
 NC0696.and adjusted by the National Geodetic Survey in June 1991..
 NC0696
 NC0696.The geoid height was determined by GEOID03.
 NC0696
 NC0696.The dynamic height is computed by dividing the NAVD 88
 NC0696.geopotential number by the normal gravity value computed on the
 NC0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0696.degrees latitude (g = 980.6199 gals.).
 NC0696
 NC0696.The modeled gravity was interpolated from observed gravity values.
 NC0696
 NC0696;                    North         East    Units  Estimated Accuracy
 NC0696;SPC NY W     -   323,990.      323,870.      MT  (+/- 180 meters Scaled)
 NC0696
 NC0696                          SUPERSEDED SURVEY CONTROL
 NC0696
 NC0696  NGVD 29 (??/??/92)  174.855  (m)          573.67   (f) ADJ UNCH    1 0
 NC0696
 NC0696.Superseded values are not recommended for survey control.
 NC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0696.See file dsdata.txt to determine how the superseded data were derived.
 NC0696
 NC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH711537(NAD 83)
 NC0696_MARKER: DB = BENCH MARK DISK
 NC0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0696_SP_SET: BULKHEAD
 NC0696_STAMPING: ROW EFK
 NC0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0696
 NC0696  HISTORY     - Date     Condition        Report By
 NC0696  HISTORY     - 1977     MONUMENTED       USE
 NC0696  HISTORY     - 1977     GOOD             NGS
 NC0696
 NC0696                          STATION DESCRIPTION
 NC0696
 NC0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0696'2.0 MI NE FROM BUFFALO.
 NC0696'ON THE SOUTHEAST SIDE OF SQUAW ISLAND, SET FLUSH IN THE CONCRETE
 NC0696'BULKHEAD LOCATED ON THE NIAGARA RIVER SIDE, ABOUT 0.25 MILE NORTH
 NC0696'ALONG BULKHEAD FROM THE MOST SOUTHERLY END OF BULKHEAD ON
 NC0696'SQUAW ISLAND, 2.5 FEET EAST OF A 2 FOOT HIGH ROCK WALL, 2.0 FEET
 NC0696'SOUTHEAST OF A 2 FOOT HIGH BOLLARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0946 ***********************************************************************
 KU0946  DESIGNATION -  2 USE
 KU0946  PID         -  KU0946
 KU0946  STATE/COUNTY-  NY/WESTCHESTER
 KU0946  USGS QUAD   -  YONKERS (1979)
 KU0946
 KU0946                         *CURRENT SURVEY CONTROL
 KU0946  ___________________________________________________________________
 KU0946* NAD 83(1986)-  40 55 25.     (N)    073 54 18.     (W)     SCALED    
 KU0946* NAVD 88     -         3.037  (meters)       9.96   (feet)  ADJUSTED  
 KU0946  ___________________________________________________________________
 KU0946  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU0946  DYNAMIC HT  -           3.036 (meters)       9.96  (feet)  COMP
 KU0946  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 KU0946
 KU0946  VERT ORDER  -  FIRST     CLASS II
 KU0946
 KU0946.The horizontal coordinates were scaled from a topographic map and have
 KU0946.an estimated accuracy of +/- 6 seconds.
 KU0946
 KU0946.The orthometric height was determined by differential leveling
 KU0946.and adjusted by the National Geodetic Survey in June 1991..
 KU0946.WARNING-Repeat measurements at this control monument indicate possible
 KU0946.vertical movement.
 KU0946
 KU0946.The geoid height was determined by GEOID03.
 KU0946
 KU0946.The dynamic height is computed by dividing the NAVD 88
 KU0946.geopotential number by the normal gravity value computed on the
 KU0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0946.degrees latitude (g = 980.6199 gals.).
 KU0946
 KU0946.The modeled gravity was interpolated from observed gravity values.
 KU0946
 KU0946;                    North         East    Units  Estimated Accuracy
 KU0946;SPC NY E     -   232,240.      200,110.      MT  (+/- 180 meters Scaled)
 KU0946
 KU0946                          SUPERSEDED SURVEY CONTROL
 KU0946
 KU0946  NGVD 29 (??/??/92)    3.35   (m)           11.0    (f) COMPUTED    1 2
 KU0946
 KU0946.Superseded values are not recommended for survey control.
 KU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0946.See file dsdata.txt to determine how the superseded data were derived.
 KU0946
 KU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL921308(NAD 83)
 KU0946_MARKER: Q = CHISELED SQUARE
 KU0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0946_SP_SET: POST BASE
 KU0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0946
 KU0946  HISTORY     - Date     Condition        Report By
 KU0946  HISTORY     - UNK      MONUMENTED       DOD
 KU0946  HISTORY     - 1965     GOOD             NGS
 KU0946
 KU0946                          STATION DESCRIPTION
 KU0946
 KU0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU0946'AT LUDLOW.
 KU0946'AT LUDLOW, ALONG THE NEW YORK CENTRAL RAILROAD, NEAR THE EAST
 KU0946'SIDE OF THE STATION, ON TOP OF THE SOUTHWEST CORNER OF THE LOWER
 KU0946'PART OF CONCRETE BASE OF SECOND STEEL POST FROM SOUTH END
 KU0946'OF A ROW OF STEEL POST SUPPORTING A SHED OVER PASSENGER STATION,
 KU0946'60.2 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF STEP ON EAST SIDE
 KU0946'OF TRACKS LEADING UP TO STREET, 9.3 FEET EAST OF THE EAST RAIL
 KU0946'AND ABOUT LEVEL WITH THE PASSENGER PLATFORM AND 1 FOOT ABOVE
 KU0946'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0964 ***********************************************************************
 OF0964  DESIGNATION -  20
 OF0964  PID         -  OF0964
 OF0964  STATE/COUNTY-  NY/WAYNE
 OF0964  USGS QUAD   -  SODUS (1978)
 OF0964
 OF0964                         *CURRENT SURVEY CONTROL
 OF0964  ___________________________________________________________________
 OF0964* NAD 83(1986)-  43 12 01.     (N)    077 01 34.     (W)     SCALED    
 OF0964* NAVD 88     -       125.268  (meters)     410.98   (feet)  ADJUSTED  
 OF0964  ___________________________________________________________________
 OF0964  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OF0964  DYNAMIC HT  -         125.240 (meters)     410.89  (feet)  COMP
 OF0964  MODELED GRAV-     980,393.6   (mgal)                       NAVD 88
 OF0964
 OF0964  VERT ORDER  -  SECOND    CLASS 0
 OF0964
 OF0964.The horizontal coordinates were scaled from a topographic map and have
 OF0964.an estimated accuracy of +/- 6 seconds.
 OF0964
 OF0964.The orthometric height was determined by differential leveling
 OF0964.and adjusted by the National Geodetic Survey in June 1991..
 OF0964
 OF0964.The geoid height was determined by GEOID03.
 OF0964
 OF0964.The dynamic height is computed by dividing the NAVD 88
 OF0964.geopotential number by the normal gravity value computed on the
 OF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0964.degrees latitude (g = 980.6199 gals.).
 OF0964
 OF0964.The modeled gravity was interpolated from observed gravity values.
 OF0964
 OF0964;                    North         East    Units  Estimated Accuracy
 OF0964;SPC NY C     -   355,510.      214,020.      MT  (+/- 180 meters Scaled)
 OF0964
 OF0964                          SUPERSEDED SURVEY CONTROL
 OF0964
 OF0964  NGVD 29 (??/??/92)  125.480  (m)          411.68   (f) ADJ UNCH    2 0
 OF0964
 OF0964.Superseded values are not recommended for survey control.
 OF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0964.See file dsdata.txt to determine how the superseded data were derived.
 OF0964
 OF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN353850(NAD 83)
 OF0964_MARKER: B = BOLT
 OF0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0964_SP_SET: BRIDGE ABUTMENT
 OF0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0964
 OF0964  HISTORY     - Date     Condition        Report By
 OF0964  HISTORY     - UNK      MONUMENTED       PRR
 OF0964  HISTORY     - 1942     GOOD             NGS
 OF0964  HISTORY     - 19991114 GOOD             USPSQD
 OF0964
 OF0964                          STATION DESCRIPTION
 OF0964
 OF0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0964'1.6 MI SW FROM WALLINGTON.
 OF0964'TO REACH FROM THE NEW YORK CENTRAL RAILROAD CROSSING AND THE
 OF0964'PENNSYLYANIA RAILROAD STATION, PROCEED 1.6 MILE SOUTHWEST ALONG
 OF0964'THE PENNSYLVANIA RAILROAD, AND ABOUT 0.4 MILE SOUTH OF THE
 OF0964'STATION AT SODUS CENTRE, TO BRIDGE NO. 28.21 OVER SALMON CREEK,
 OF0964'AND SITE OF BENCH MARK.
 OF0964'BENCH MARK IS A COPPER BOLT SET VERTICALLY IN THE WEST END OF THE
 OF0964'SOUTH CONCRETE ABUTMENT. IT IS 5.5 FEET WEST OF AND 0.3 FOOT
 OF0964'BELOW THE CENTERLINE OF TRACK.
 OF0964
 OF0964                          STATION RECOVERY (1999)
 OF0964
 OF0964'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1426 ***********************************************************************
 PH1426  DESIGNATION -  20
 PH1426  PID         -  PH1426
 PH1426  STATE/COUNTY-  NY/ST LAWRENCE
 PH1426  USGS QUAD   -  MORRISTOWN (1982)
 PH1426
 PH1426                         *CURRENT SURVEY CONTROL
 PH1426  ___________________________________________________________________
 PH1426* NAD 83(1986)-  44 34 13.     (N)    075 40 22.     (W)     SCALED    
 PH1426* NAVD 88     -        75.131  (meters)     246.49   (feet)  ADJUSTED  
 PH1426  ___________________________________________________________________
 PH1426  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 PH1426  DYNAMIC HT  -          75.124 (meters)     246.47  (feet)  COMP
 PH1426  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 PH1426
 PH1426  VERT ORDER  -  FIRST     CLASS 0
 PH1426
 PH1426.The horizontal coordinates were scaled from a topographic map and have
 PH1426.an estimated accuracy of +/- 6 seconds.
 PH1426
 PH1426.The orthometric height was determined by differential leveling
 PH1426.and adjusted by the National Geodetic Survey in June 1991..
 PH1426
 PH1426.The geoid height was determined by GEOID03.
 PH1426
 PH1426.The dynamic height is computed by dividing the NAVD 88
 PH1426.geopotential number by the normal gravity value computed on the
 PH1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1426.degrees latitude (g = 980.6199 gals.).
 PH1426
 PH1426.The modeled gravity was interpolated from observed gravity values.
 PH1426
 PH1426;                    North         East    Units  Estimated Accuracy
 PH1426;SPC NY E     -   637,790.       56,850.      MT  (+/- 180 meters Scaled)
 PH1426
 PH1426                          SUPERSEDED SURVEY CONTROL
 PH1426
 PH1426  NGVD 29 (??/??/92)   75.248  (m)          246.88   (f) ADJ UNCH    1 0
 PH1426
 PH1426.Superseded values are not recommended for survey control.
 PH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1426.See file dsdata.txt to determine how the superseded data were derived.
 PH1426
 PH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ465354(NAD 83)
 PH1426_MARKER: B = BOLT
 PH1426_SETTING: 80 = SET IN A BOULDER
 PH1426_SP_SET: BOULDER
 PH1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1426+STABILITY: SURFACE MOTION
 PH1426
 PH1426  HISTORY     - Date     Condition        Report By
 PH1426  HISTORY     - UNK      MONUMENTED       USLS
 PH1426  HISTORY     - 1969     GOOD             USLS
 PH1426
 PH1426                          STATION DESCRIPTION
 PH1426
 PH1426'DESCRIBED BY US LAKE SURVEY 1969
 PH1426'1.6 MI SW FROM MORRISTOWN.
 PH1426'IS IN ST. LAWRENCE COUNTY, NEW YORK, 1.6 MILES SOUTHWEST ON RIVER ROAD
 PH1426'FROM THE BRIDGE OVER MORRISTOWN BAY, IN MORRISTOWN, ON HOLMES POINT,
 PH1426'AT WATERS EDGE ON THE DOWNRIVER SIDE OF ROWLEY BAY, 85 FEET TOWARD THE
 PH1426'RIVER FROM RIVER ROAD, 41.4 FEET NORTH OF NORTHEAST CORNER OF A
 PH1426'GARAGE, 13.6 FEET NORTH OF A LARGE TRIPLE WILLOW, 14.4 FEET NORTHEAST
 PH1426'OF POINT OF ARROW CUT IN A 2-1/2 X 2-1/2 FOOT BOULDER, 6.4 FEET WEST
 PH1426'OF FACE OF THE ROCK BLUFF SHORELINE, ON A 2-1/2 X 8-1/2 FOOT SLOPING
 PH1426'LIMESTONE SLAB PROJECTING 8 INCHES ABOVE THE GROUND, BEING HIGHEST
 PH1426'POINT ON TOP OF A 1/4-INCH BRASS BOLT SET INTO THE STONE, WITH THE
 PH1426'LETTERS PBM US 20 CUT AROUND THE MARK.  THIS MARK IS UNDERWATER AT
 PH1426'HIGH STAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2686 ***********************************************************************
 KU2686  DESIGNATION -  20
 KU2686  PID         -  KU2686
 KU2686  STATE/COUNTY-  NY/SUFFOLK
 KU2686  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2686
 KU2686                         *CURRENT SURVEY CONTROL
 KU2686  ___________________________________________________________________
 KU2686* NAD 83(1996)-  40 53 50.20244(N)    073 26 06.02098(W)     ADJUSTED  
 KU2686* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU2686  ___________________________________________________________________
 KU2686  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 KU2686  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KU2686
 KU2686  HORZ ORDER  -  SECOND
 KU2686
 KU2686.The horizontal coordinates were established by classical geodetic methods
 KU2686.and adjusted by the National Geodetic Survey in January 1999..
 KU2686
 KU2686.The orthometric height was scaled from a topographic map.
 KU2686
 KU2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2686
 KU2686.The geoid height was determined by GEOID03.
 KU2686
 KU2686;                    North         East     Units Scale Factor Converg.
 KU2686;SPC NY L     -    81,285.607   347,609.056   MT  0.99999524   +0 22 10.4
 KU2686;SPC NY L     -   266,684.53  1,140,447.38   sFT  0.99999524   +0 22 10.4
 KU2686;SPC CT       -   159,730.654   247,076.177   MT  1.00004438   -0 27 15.1
 KU2686;SPC CT       -   524,049.65    810,615.76   sFT  1.00004438   -0 27 15.1
 KU2686;UTM  18      - 4,528,532.956   631,824.908   MT  0.99981389   +1 01 29.1
 KU2686
 KU2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2686!SPC NY L     -   1.00000391  x   0.99999524  =   0.99999915
 KU2686!SPC CT       -   1.00000391  x   1.00004438  =   1.00004829
 KU2686!UTM  18      -   1.00000391  x   0.99981389  =   0.99981780
 KU2686
 KU2686                          SUPERSEDED SURVEY CONTROL
 KU2686
 KU2686  NAD 83(1996)-  40 53 50.20482(N)    073 26 06.02036(W) AD(       ) 2
 KU2686  NAD 83(1992)-  40 53 50.20431(N)    073 26 06.01820(W) AD(       ) 2
 KU2686  NAD 83(1986)-  40 53 50.20564(N)    073 26 06.02081(W) AD(       ) 2
 KU2686  NAD 27      -  40 53 49.85500(N)    073 26 07.60200(W) AD(       ) 2
 KU2686
 KU2686.Superseded values are not recommended for survey control.
 KU2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2686.See file dsdata.txt to determine how the superseded data were derived.
 KU2686
 KU2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3182528533(NAD 83)
 KU2686_MARKER: Z = SEE DESCRIPTION
 KU2686_SETTING: 0 = UNSPECIFIED SETTING
 KU2686
 KU2686  HISTORY     - Date     Condition        Report By
 KU2686  HISTORY     - 1939     MONUMENTED       USE
 KU2686
 KU2686                          STATION DESCRIPTION
 KU2686
 KU2686'DESCRIBED BY US ENGINEERS 1939 (FRG)
 KU2686'STATION IS MARKED BY A 1-INCH GALVANIZED-IRON PIPE DRIVEN 3 INCHES
 KU2686'BELOW THE SURFACE ON THE NE SIDE OF WEST SHORE ROAD AT THE
 KU2686'INTERSECTION OF BROWNS ROAD, ABOUT 1 FOOT N OF S SIDE OF RUINED
 KU2686'FILL FORMERLY KNOWN AS CONKLINS DOCK, AND ABOUT 400 FEET E OF
 KU2686'BROWNS DOCK.
 KU2686'
 KU2686'DISTANCES FROM MASONRY WING WALL AND SEAWALL AS FOLLOWS--57.0 FEET
 KU2686'FROM S END, 40.9 FEET FROM ANGLE, 50.2 FEET FROM INTERSECTION, AND
 KU2686'83.7 FEET FROM RUINED N END.  STATION HARBOR (HUNTINGTON) IS 64.97
 KU2686'FEET WESTERLY.  SEE DESCRIPTION.
 KU2686'
 KU2686'U.S. ENGINEER DESCRIPTION STATES THAT STATION 20 IS CONSIDERED AS
 KU2686'PRIMARY OR STARTING POINT FOR SURVEYS OF HUNTINGTON HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2296 ***********************************************************************
 LY2296  DESIGNATION -  20 HBC
 LY2296  PID         -  LY2296
 LY2296  STATE/COUNTY-  NY/SULLIVAN
 LY2296  USGS QUAD   -  POND EDDY (1992)
 LY2296
 LY2296                         *CURRENT SURVEY CONTROL
 LY2296  ___________________________________________________________________
 LY2296* NAD 83(1986)-  41 26 37.     (N)    074 48 28.     (W)     SCALED    
 LY2296* NAVD 88     -       156.692  (meters)     514.08   (feet)  ADJUSTED  
 LY2296  ___________________________________________________________________
 LY2296  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY2296  DYNAMIC HT  -         156.626 (meters)     513.86  (feet)  COMP
 LY2296  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 LY2296
 LY2296  VERT ORDER  -  FIRST     CLASS II
 LY2296
 LY2296.The horizontal coordinates were scaled from a topographic map and have
 LY2296.an estimated accuracy of +/- 6 seconds.
 LY2296
 LY2296.The orthometric height was determined by differential leveling
 LY2296.and adjusted by the National Geodetic Survey in June 1991..
 LY2296
 LY2296.The geoid height was determined by GEOID03.
 LY2296
 LY2296.The dynamic height is computed by dividing the NAVD 88
 LY2296.geopotential number by the normal gravity value computed on the
 LY2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2296.degrees latitude (g = 980.6199 gals.).
 LY2296
 LY2296.The modeled gravity was interpolated from observed gravity values.
 LY2296
 LY2296;                    North         East    Units  Estimated Accuracy
 LY2296;SPC NY E     -   289,860.      124,280.      MT  (+/- 180 meters Scaled)
 LY2296
 LY2296                          SUPERSEDED SURVEY CONTROL
 LY2296
 LY2296.No superseded survey control is available for this station.
 LY2296
 LY2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL160880(NAD 83)
 LY2296_MARKER: DD = SURVEY DISK
 LY2296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY2296_SP_SET: CULVERT HEADWALL
 LY2296_STAMPING: 20 HBC 1964 515
 LY2296_MARK LOGO: USGS  
 LY2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2296+STABILITY: SURFACE MOTION
 LY2296
 LY2296  HISTORY     - Date     Condition        Report By
 LY2296  HISTORY     - 1964     MONUMENTED       USGS
 LY2296  HISTORY     - 1982     GOOD             NGS
 LY2296  HISTORY     - 19930408 GOOD             LOCENG
 LY2296
 LY2296                          STATION DESCRIPTION
 LY2296
 LY2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2296'1.4 KM (0.8 MI) ENE FROM POND EDDY.
 LY2296'1.4 KM (0.8 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 97 FROM THE
 LY2296'NORTHWEST END OF THE STATE LINE BRIDGE OVER THE DELAWARE RIVER IN POND
 LY2296'EDDY, TO THE MARK ON THE LEFT, IN TOP OF AND CENTERED IN THE NORTHEAST
 LY2296'HEADWALL OF A CONCRETE CULVERT UNDER STATE HIGHWAY 97, 10.36 METERS
 LY2296'(34.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY (SLOPE
 LY2296'MEASUREMENT), 6.25 METERS (20.5 FT) SOUTHWEST OF THE BASE OF A MASSIVE
 LY2296'ROCK CUT, 5.79 METERS (19.0 FT) NORTH-NORTHEAST OF A VERTICALLY SET
 LY2296'RAILROAD RAIL PROJECTING 3.5 FT (SLOPE MEASUREMENT), 1.15 METERS
 LY2296'(3.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE HEADWALL OF
 LY2296'THE CULVERT.
 LY2296'THE MARK IS 4.40 METERS  NE FROM A WITNESS POST.
 LY2296'THE MARK IS 2.43 M BELOW HIGHWAY.
 LY2296
 LY2296                          STATION RECOVERY (1993)
 LY2296
 LY2296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 LY2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0308 ***********************************************************************
 KU0308  DESIGNATION -  20 RS
 KU0308  PID         -  KU0308
 KU0308  STATE/COUNTY-  NY/SUFFOLK
 KU0308  USGS QUAD   -  MORICHES (1967)
 KU0308
 KU0308                         *CURRENT SURVEY CONTROL
 KU0308  ___________________________________________________________________
 KU0308* NAD 83(1986)-  40 51 23.     (N)    072 50 56.     (W)     SCALED    
 KU0308* NAVD 88     -        13.581  (meters)      44.56   (feet)  ADJUSTED  
 KU0308  ___________________________________________________________________
 KU0308  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU0308  DYNAMIC HT  -          13.576 (meters)      44.54  (feet)  COMP
 KU0308  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 KU0308
 KU0308  VERT ORDER  -  SECOND    CLASS 0
 KU0308
 KU0308.The horizontal coordinates were scaled from a topographic map and have
 KU0308.an estimated accuracy of +/- 6 seconds.
 KU0308
 KU0308.The orthometric height was determined by differential leveling
 KU0308.and adjusted by the National Geodetic Survey in June 1991..
 KU0308
 KU0308.The geoid height was determined by GEOID03.
 KU0308
 KU0308.The dynamic height is computed by dividing the NAVD 88
 KU0308.geopotential number by the normal gravity value computed on the
 KU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0308.degrees latitude (g = 980.6199 gals.).
 KU0308
 KU0308.The modeled gravity was interpolated from observed gravity values.
 KU0308
 KU0308;                    North         East    Units  Estimated Accuracy
 KU0308;SPC NY L     -    77,230.      397,060.      MT  (+/- 180 meters Scaled)
 KU0308
 KU0308                          SUPERSEDED SURVEY CONTROL
 KU0308
 KU0308  NGVD 29 (??/??/92)   13.890  (m)           45.57   (f) ADJ UNCH    2 0
 KU0308
 KU0308.Superseded values are not recommended for survey control.
 KU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0308.See file dsdata.txt to determine how the superseded data were derived.
 KU0308
 KU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL813250(NAD 83)
 KU0308_MARKER: DD = SURVEY DISK
 KU0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0308_STAMPING: 20 RS 46 1949
 KU0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0308+STABILITY: SURFACE MOTION
 KU0308
 KU0308  HISTORY     - Date     Condition        Report By
 KU0308  HISTORY     - 1949     MONUMENTED       USGS
 KU0308  HISTORY     - 1950     GOOD             NGS
 KU0308
 KU0308                          STATION DESCRIPTION
 KU0308
 KU0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0308'2.4 MI SW FROM MANORVILLE.
 KU0308'ABOUT 2.45 MILES SOUTHWEST ALONG THE LONG ISLAND RAILROAD FROM
 KU0308'THE STATION AT MANORVILLE, 80 FEET SOUTHEAST OF A ROAD JUNCTION,
 KU0308'38 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT LEVEL WITH THE
 KU0308'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1130 ***********************************************************************
 PG1130  DESIGNATION -  20 SKS RESET 1965 USGS
 PG1130  PID         -  PG1130
 PG1130  STATE/COUNTY-  NY/CLINTON
 PG1130  USGS QUAD   -  ELLENBURG MOUNTAIN (1964)
 PG1130
 PG1130                         *CURRENT SURVEY CONTROL
 PG1130  ___________________________________________________________________
 PG1130* NAD 83(1986)-  44 46 02.     (N)    073 48 59.     (W)     SCALED    
 PG1130* NAVD 88     -       475.71   (+/-2cm)    1560.7    (feet)  VERTCON   
 PG1130  ___________________________________________________________________
 PG1130  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PG1130
 PG1130  VERT ORDER  -  THIRD (See Below)
 PG1130
 PG1130.The horizontal coordinates were scaled from a topographic map and have
 PG1130.an estimated accuracy of +/- 6 seconds.
 PG1130
 PG1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG1130.The vertical order pertains to the NGVD 29 superseded value.
 PG1130
 PG1130.The geoid height was determined by GEOID03.
 PG1130
 PG1130;                    North         East    Units  Estimated Accuracy
 PG1130;SPC NY E     -   659,240.      204,110.      MT  (+/- 180 meters Scaled)
 PG1130
 PG1130                          SUPERSEDED SURVEY CONTROL
 PG1130
 PG1130  NGVD 29 (??/??/??)  475.76   (m)         1560.9    (f) RESET       3  
 PG1130
 PG1130.Superseded values are not recommended for survey control.
 PG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1130.See file dsdata.txt to determine how the superseded data were derived.
 PG1130
 PG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ936577(NAD 83)
 PG1130_MARKER: DD = SURVEY DISK
 PG1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1130_SP_SET: CULVERT
 PG1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1130
 PG1130  HISTORY     - Date     Condition        Report By
 PG1130  HISTORY     - 1965     MONUMENTED       USGS
 PG1130  HISTORY     - 1965     GOOD             CGS
 PG1130
 PG1130                          STATION DESCRIPTION
 PG1130
 PG1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PG1130'6.0 MI E FROM LYON MOUNTAIN.
 PG1130'FROM THE LYON MOUNTAIN SCHOOL IN LYON MOUNTAIN GO 6.0 MILES EASTERLY
 PG1130'ALONG STATE HIGHWAY 374 TOWARD DANNEMORA TO A CULVERT NEAR A GROCERY
 PG1130'STORE, BEYOND RESTRICTED ROAD.  SET IN TOP WEST CORNER OF THE NORTH
 PG1130'WEST HEADWALL OF A 3 X 4 FT. CONCRETE BOX CULVERT UNDER HIGHWAY, ABOUT
 PG1130'135 YARDS NORTH-NORTHEAST OF RESTRICTED ROAD, ABOUT 20 YARDS NORTHEAST
 PG1130'OF GROCERY STORE, 25.5 FT. NORTH OF CENTERLINE OF HIGHWAY, 0.5 FT.
 PG1130'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1129 ***********************************************************************
 PG1129  DESIGNATION -  20 SKS USGS
 PG1129  PID         -  PG1129
 PG1129  STATE/COUNTY-  NY/CLINTON
 PG1129  USGS QUAD   -  ELLENBURG MOUNTAIN (1964)
 PG1129
 PG1129                         *CURRENT SURVEY CONTROL
 PG1129  ___________________________________________________________________
 PG1129* NAD 83(1986)-  44 46 02.     (N)    073 48 59.     (W)     SCALED    
 PG1129* NAVD 88     -       479.444  (meters)    1572.98   (feet)  ADJUSTED  
 PG1129  ___________________________________________________________________
 PG1129  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PG1129  DYNAMIC HT  -         479.392 (meters)    1572.81  (feet)  COMP
 PG1129  MODELED GRAV-     980,493.8   (mgal)                       NAVD 88
 PG1129
 PG1129  VERT ORDER  -  SECOND    CLASS 0
 PG1129
 PG1129.The horizontal coordinates were scaled from a topographic map and have
 PG1129.an estimated accuracy of +/- 6 seconds.
 PG1129
 PG1129.The orthometric height was determined by differential leveling
 PG1129.and adjusted by the National Geodetic Survey in June 1991..
 PG1129
 PG1129.The geoid height was determined by GEOID03.
 PG1129
 PG1129.The dynamic height is computed by dividing the NAVD 88
 PG1129.geopotential number by the normal gravity value computed on the
 PG1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1129.degrees latitude (g = 980.6199 gals.).
 PG1129
 PG1129.The modeled gravity was interpolated from observed gravity values.
 PG1129
 PG1129;                    North         East    Units  Estimated Accuracy
 PG1129;SPC NY E     -   659,240.      204,110.      MT  (+/- 180 meters Scaled)
 PG1129
 PG1129                          SUPERSEDED SURVEY CONTROL
 PG1129
 PG1129  NGVD 29 (??/??/??)  479.488  (m)         1573.12   (f) ADJUSTED    2 0
 PG1129
 PG1129.Superseded values are not recommended for survey control.
 PG1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1129.See file dsdata.txt to determine how the superseded data were derived.
 PG1129
 PG1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ936577(NAD 83)
 PG1129_MARKER: DD = SURVEY DISK
 PG1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1129_SP_SET: CULVERT
 PG1129_STAMPING: 20 SKS 1960 1573
 PG1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1129
 PG1129  HISTORY     - Date     Condition        Report By
 PG1129  HISTORY     - 1960     MONUMENTED       USGS
 PG1129  HISTORY     - 1961     GOOD             CGS
 PG1129
 PG1129                          STATION DESCRIPTION
 PG1129
 PG1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1129'5.7 MI E FROM LYON MOUNTAIN.
 PG1129'FROM THE LYON MOUNTAIN SCHOOL IN LYON MOUNTAIN GO 5.7 MILES EASTERLY
 PG1129'ALONG STATE HWY 374 TOWARD DANNYMORA TO A CULVERT AND A PRIVATE ROAD
 PG1129'EAST-NORTH EAST TO CHAZY LAKE, SET IN TOP CENTER OF THE WEST-SOUTH
 PG1129'WEST HEADWALL FOR A 2 1/2 FOOT PIPE CULVERT UNDER THE HIGHWAY, ABOUT
 PG1129'100 YARDS NORTH OF A ONE-STORY FRAME HOUSE, ABOUT 200 YARDS
 PG1129'SOUTH-SOUTH EAST OF A RESTRICTED ROAD SOUTH-SOUTH WEST, 21 FEET
 PG1129'WEST-SOUTH WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET BELOW
 PG1129'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1733 ***********************************************************************
 LX1733  DESIGNATION -  200 1/2
 LX1733  PID         -  LX1733
 LX1733  STATE/COUNTY-  NY/WESTCHESTER
 LX1733  USGS QUAD   -  NYACK (1979)
 LX1733
 LX1733                         *CURRENT SURVEY CONTROL
 LX1733  ___________________________________________________________________
 LX1733* NAD 83(1986)-  41 00 04.     (N)    073 53 01.     (W)     SCALED    
 LX1733* NAVD 88     -         2.510  (meters)       8.23   (feet)  ADJUSTED  
 LX1733  ___________________________________________________________________
 LX1733  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX1733  DYNAMIC HT  -           2.509 (meters)       8.23  (feet)  COMP
 LX1733  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 LX1733
 LX1733  VERT ORDER  -  FIRST     CLASS II
 LX1733
 LX1733.The horizontal coordinates were scaled from a topographic map and have
 LX1733.an estimated accuracy of +/- 6 seconds.
 LX1733
 LX1733.The orthometric height was determined by differential leveling
 LX1733.and adjusted by the National Geodetic Survey in June 1991..
 LX1733
 LX1733.The geoid height was determined by GEOID03.
 LX1733
 LX1733.The dynamic height is computed by dividing the NAVD 88
 LX1733.geopotential number by the normal gravity value computed on the
 LX1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1733.degrees latitude (g = 980.6199 gals.).
 LX1733
 LX1733.The modeled gravity was interpolated from observed gravity values.
 LX1733
 LX1733;                    North         East    Units  Estimated Accuracy
 LX1733;SPC NY E     -   240,850.      201,850.      MT  (+/- 180 meters Scaled)
 LX1733
 LX1733                          SUPERSEDED SURVEY CONTROL
 LX1733
 LX1733  NGVD 29 (??/??/92)    2.81   (m)            9.2    (f) COMPUTED    1 2
 LX1733
 LX1733.Superseded values are not recommended for survey control.
 LX1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1733.See file dsdata.txt to determine how the superseded data were derived.
 LX1733
 LX1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL938394(NAD 83)
 LX1733_MARKER: B = BOLT
 LX1733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1733_SP_SET: RETAINING WALL
 LX1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1733
 LX1733  HISTORY     - Date     Condition        Report By
 LX1733  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1733  HISTORY     - 1955     GOOD             NGS
 LX1733
 LX1733                          STATION DESCRIPTION
 LX1733
 LX1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1733'AT HASTINGS ON HUDSON.
 LX1733'AT HASTINGS-ON-HUDSON, ABOUT 0.4 MILE NORTH ALONG THE NEW YORK
 LX1733'CENTRAL RAILROAD FROM THE STATION, ABOUT 156 YARDS SOUTH OF MILE
 LX1733'POST NY 20, 123 FEET SOUTH OF SOUTH EDGE OF THE SOUTH ONE OF TWO
 LX1733'PEDESTRIAN OVERPASSES OVER TRACK, THE TOP OF A 6-CORNERED BOLT SET
 LX1733'IN THE SLANTING WEST FACE OF A STONE MASONRY RETAINING WALL,
 LX1733'ACROSS TRACKS FROM A POINT BETWEEN POWER TRANSMISSION TOWERS NO.
 LX1733'496 AND 497, 35 FEET EAST OF EAST RAIL OF EAST TRACK, 1/2 FOOT
 LX1733'NORTH OF SOUTH END OF RETAINING WALL, 2.9 FEET BELOW TOP OF WALL
 LX1733'AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0303 ***********************************************************************
 PJ0303  DESIGNATION -  200 SUB
 PJ0303  PID         -  PJ0303
 PJ0303  STATE/COUNTY-  NY/JEFFERSON
 PJ0303  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0303
 PJ0303                         *CURRENT SURVEY CONTROL
 PJ0303  ___________________________________________________________________
 PJ0303* NAD 83(1996)-  44 12 14.04684(N)    076 12 26.40370(W)     ADJUSTED  
 PJ0303* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0303  ___________________________________________________________________
 PJ0303  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PJ0303  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 PJ0303
 PJ0303  HORZ ORDER  -  THIRD
 PJ0303
 PJ0303.The horizontal coordinates were established by classical geodetic methods
 PJ0303.and adjusted by the National Geodetic Survey in January 1999..
 PJ0303
 PJ0303.The orthometric height was scaled from a topographic map.
 PJ0303
 PJ0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0303
 PJ0303.The geoid height was determined by GEOID03.
 PJ0303
 PJ0303;                    North         East     Units Scale Factor Converg.
 PJ0303;SPC NY C     -   466,989.309   280,052.102   MT  0.99994860   +0 15 43.8
 PJ0303;SPC NY C     - 1,532,114.09    918,804.27   sFT  0.99994860   +0 15 43.8
 PJ0303;UTM  18      - 4,895,228.851   403,534.948   MT  0.99971444   -0 50 30.6
 PJ0303
 PJ0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0303!SPC NY C     -   0.99999343  x   0.99994860  =   0.99994203
 PJ0303!UTM  18      -   0.99999343  x   0.99971444  =   0.99970787
 PJ0303
 PJ0303|---------------------------------------------------------------------|
 PJ0303| PID    Reference Object                     Distance      Geod. Az  |
 PJ0303|                                                           dddmmss.s |
 PJ0303| CZ7373 200 SUB RM 2                         25.530 METERS 01501     |
 PJ0303| PJ0288 LINDA IS CHANNEL LIGHT IBC           51.284 METERS 01548     |
 PJ0303| PJ0293 WOLF IS CATH CH SPIRE IBC           APPROX. 2.7 KM 2822316.8 |
 PJ0303| CZ7372 200 SUB RM 1                         13.936 METERS 28405     |
 PJ0303| PJ0289 REF MON 83 IWC                      APPROX. 1.4 KM 3572737.8 |
 PJ0303|---------------------------------------------------------------------|
 PJ0303
 PJ0303                          SUPERSEDED SURVEY CONTROL
 PJ0303
 PJ0303  NAD 83(1986)-  44 12 14.04760(N)    076 12 26.39381(W) AD(       ) 3
 PJ0303  NAD 27      -  44 12 13.88900(N)    076 12 27.62600(W) AD(       ) 3
 PJ0303
 PJ0303.Superseded values are not recommended for survey control.
 PJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0303.See file dsdata.txt to determine how the superseded data were derived.
 PJ0303
 PJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0353595229(NAD 83)
 PJ0303_MARKER: DD = SURVEY DISK
 PJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PJ0303
 PJ0303  HISTORY     - Date     Condition        Report By
 PJ0303  HISTORY     - 1940     MONUMENTED       IBC
 PJ0303  HISTORY     - 1957     MARK NOT FOUND   IBC
 PJ0303
 PJ0303                          STATION DESCRIPTION
 PJ0303
 PJ0303'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0303'JUST NORTH OF SAWMILL BAY, ON THE NORTHERN SIDE OF LINDA ISLAND IN THE
 PJ0303'ST LAWRENCE RIVER.  THE STATION IS ABOUT 150 FEET WESTERLY FROM LINDA
 PJ0303'ISLAND LIGHT, 35.0 FEET NORTHERLY FROM THE NORTHEAST CORNER OF A
 PJ0303'PUMPHOUSE, ABOUT 45 FEET FROM THE WATERS EDGE, AND ABOUT 2 FEET ABOVE
 PJ0303'THE WATER IN THE RIVER.  IT IS AT THE FOOT OF TWO 6 - INCH ASH TREES.
 PJ0303'
 PJ0303'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0303'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER
 PJ0303'OF CONCRETE 8 INCHES IN DIAMETER AND 30 INCHES IN DEPTH.  THE
 PJ0303'SUBSURFACE MARK IS A BRASS SCREW SET IN A BLOCK OF CONCRETE 30 INCHES
 PJ0303'UNDERGROUND.  THERE ARE TWO REFERENCE MARKS.  REFERENCE MARK 1 IS A
 PJ0303'3/4 - INCH DRILL HOLE IN THE FLAT LIMESTONE ALONG THE WATERS EDGE.
 PJ0303'REFERENCE MARK 2 IS A SIMILAR MARK.
 PJ0303
 PJ0303                          STATION RECOVERY (1957)
 PJ0303
 PJ0303'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0303'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0291 ***********************************************************************
 PJ0291  DESIGNATION -  202 IWC
 PJ0291  PID         -  PJ0291
 PJ0291  STATE/COUNTY-  NY/JEFFERSON
 PJ0291  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0291
 PJ0291                         *CURRENT SURVEY CONTROL
 PJ0291  ___________________________________________________________________
 PJ0291* NAD 83(1996)-  44 11 13.92483(N)    076 13 31.83767(W)     ADJUSTED  
 PJ0291* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0291  ___________________________________________________________________
 PJ0291  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 PJ0291  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 PJ0291
 PJ0291  HORZ ORDER  -  THIRD
 PJ0291
 PJ0291.The horizontal coordinates were established by classical geodetic methods
 PJ0291.and adjusted by the National Geodetic Survey in January 1999..
 PJ0291
 PJ0291.The orthometric height was scaled from a topographic map.
 PJ0291
 PJ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0291
 PJ0291.The geoid height was determined by GEOID03.
 PJ0291
 PJ0291;                    North         East     Units Scale Factor Converg.
 PJ0291;SPC NY C     -   465,127.237   278,607.436   MT  0.99994756   +0 14 57.9
 PJ0291;SPC NY C     - 1,526,004.94    914,064.56   sFT  0.99994756   +0 14 57.9
 PJ0291;UTM  18      - 4,893,395.380   402,055.023   MT  0.99971798   -0 51 15.3
 PJ0291
 PJ0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0291!SPC NY C     -   0.99999343  x   0.99994756  =   0.99994099
 PJ0291!UTM  18      -   0.99999343  x   0.99971798  =   0.99971141
 PJ0291
 PJ0291:                Primary Azimuth Mark                     Grid Az
 PJ0291:SPC NY C     -  LINDA IS CHANNEL LIGHT IBC               037 20 33.8
 PJ0291:UTM  18      -  LINDA IS CHANNEL LIGHT IBC               038 26 47.0
 PJ0291
 PJ0291|---------------------------------------------------------------------|
 PJ0291| PID    Reference Object                     Distance      Geod. Az  |
 PJ0291|                                                           dddmmss.s |
 PJ0291| PJ0288 LINDA IS CHANNEL LIGHT IBC          APPROX. 2.4 KM 0373531.7 |
 PJ0291| PJ0312 204 IWC                             APPROX. 3.5 KM 2653339.1 |
 PJ0291| PJ0293 WOLF IS CATH CH SPIRE IBC           APPROX. 2.7 KM 3333822.7 |
 PJ0291|---------------------------------------------------------------------|
 PJ0291
 PJ0291                          SUPERSEDED SURVEY CONTROL
 PJ0291
 PJ0291  NAD 83(1986)-  44 11 13.92445(N)    076 13 31.82954(W) AD(       ) 3
 PJ0291  NAD 27      -  44 11 13.76200(N)    076 13 33.06200(W) AD(       ) 3
 PJ0291
 PJ0291.Superseded values are not recommended for survey control.
 PJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0291.See file dsdata.txt to determine how the superseded data were derived.
 PJ0291
 PJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0205593395(NAD 83)
 PJ0291_MARKER: DD = SURVEY DISK
 PJ0291_SETTING: 0 = UNSPECIFIED SETTING
 PJ0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0291
 PJ0291  HISTORY     - Date     Condition        Report By
 PJ0291  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0291  HISTORY     - 1957     MARK NOT FOUND   IBC
 PJ0291
 PJ0291                          STATION DESCRIPTION
 PJ0291
 PJ0291'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0291'ABOUT 7 MILES NORTHEAST OF THE TOWN OF CAPE VINCENT, NEW YORK.  ON THE
 PJ0291'WEST SIDE OF ROSE BAY ON THE SOUTH SHORE OF THE ST LAWRENCE RIVER.
 PJ0291'THE STATION IS ON THE NORTHEASTERN END OF THE POINT, LOCALLY KNOWN AS
 PJ0291'BEADLES POINT, ON THE WEST SIDE OF THE BAY.  IT IS ON A LIMESTONE
 PJ0291'SHELF, ABOUT 75 FEET SOUTHWESTERLY FROM THE EXTREME END OF THE POINT,
 PJ0291'25 FEET FROM THE WATERS EDGE, AND ABOUT 5 FEET ABOVE THE WATER LEVEL
 PJ0291'OF THE RIVER.  THE ORIGINAL MARK, A NAIL IN A WOODEN HUB DRIVEN INTO A
 PJ0291'CRACK IN THE ROCK, WAS RECOVERED.
 PJ0291'
 PJ0291'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0291'DISK STATION MARK SET IN CONCRETE IN THE CREVICE IN THE ROCK WHERE THE
 PJ0291'ORIGINAL MARK WAS FOUND.
 PJ0291
 PJ0291                          STATION RECOVERY (1957)
 PJ0291
 PJ0291'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0291'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1432 ***********************************************************************
 KU1432  DESIGNATION -  2020 BOM
 KU1432  PID         -  KU1432
 KU1432  STATE/COUNTY-  NY/NEW YORK
 KU1432  USGS QUAD   -  CENTRAL PARK (1979)
 KU1432
 KU1432                         *CURRENT SURVEY CONTROL
 KU1432  ___________________________________________________________________
 KU1432* NAD 83(1986)-  40 46 58.     (N)    073 57 48.     (W)     SCALED    
 KU1432* NAVD 88     -        31.449  (meters)     103.18   (feet)  ADJUSTED  
 KU1432  ___________________________________________________________________
 KU1432  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU1432  DYNAMIC HT  -          31.437 (meters)     103.14  (feet)  COMP
 KU1432  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 KU1432
 KU1432  VERT ORDER  -  FIRST     CLASS II
 KU1432
 KU1432.The horizontal coordinates were scaled from a topographic map and have
 KU1432.an estimated accuracy of +/- 6 seconds.
 KU1432
 KU1432.The orthometric height was determined by differential leveling
 KU1432.and adjusted by the National Geodetic Survey in June 1991..
 KU1432
 KU1432.The geoid height was determined by GEOID03.
 KU1432
 KU1432.The dynamic height is computed by dividing the NAVD 88
 KU1432.geopotential number by the normal gravity value computed on the
 KU1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1432.degrees latitude (g = 980.6199 gals.).
 KU1432
 KU1432.The modeled gravity was interpolated from observed gravity values.
 KU1432
 KU1432;                    North         East    Units  Estimated Accuracy
 KU1432;SPC NY E     -   216,570.      195,300.      MT  (+/- 180 meters Scaled)
 KU1432
 KU1432                          SUPERSEDED SURVEY CONTROL
 KU1432
 KU1432  NGVD 29 (??/??/92)   31.777  (m)          104.25   (f) ADJ UNCH    1 2
 KU1432
 KU1432.Superseded values are not recommended for survey control.
 KU1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1432.See file dsdata.txt to determine how the superseded data were derived.
 KU1432
 KU1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL874151(NAD 83)
 KU1432_MARKER: Q = CHISELED SQUARE
 KU1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1432_SP_SET: DOOR SILL
 KU1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1432+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 KU1432
 KU1432  HISTORY     - Date     Condition        Report By
 KU1432  HISTORY     - UNK      MONUMENTED       NY4170
 KU1432  HISTORY     - 1952     GOOD             NGS
 KU1432  HISTORY     - 20050919 GOOD             GEOCAC
 KU1432
 KU1432                          STATION DESCRIPTION
 KU1432
 KU1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1432'IN NEW YORK.
 KU1432'IN NEW YORK, IN BOROUGH OF MANHATTAN, IN CENTRAL PARK, ALONG
 KU1432'TRAVERSE ROAD 3 (WEST 86TH STREET EXTENDED) ACROSS CENTRAL PARK,
 KU1432'570 FEET NORTHWEST OF NORTHWEST END OF SMALL TUNNEL NEAREST TO
 KU1432'5TH AVENUE, 63 FEET SOUTHWEST OF SOUTHWEST CURB OF TRAVERSE ROAD
 KU1432'3, 10.5 FEET NORTHWEST OF SOUTHEAST END OF A GRANITE AND BRICK
 KU1432'GARAGE BUILDING, A 1 1/4-INCH OUTLINED SQUARE ON TOP OF SOUTHEAST
 KU1432'END OF GRANITE DOOR SILL, 3 INCHES NORTHWEST OF A SIMILAR
 KU1432'OUTLINED SQUARE AND ABOUT 1/2 FOOT ABOVE SIDE WALK.
 KU1432
 KU1432                          STATION RECOVERY (2005)
 KU1432
 KU1432'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1432'FOUND AS DESCRIBED, EXCEPT THE MARK IS ABOUT 4 FEET SOUTHWEST OF
 KU1432'SOUTHWEST CURB OF TRAVERSE ROAD 3, NOT 63 FEET AS IN THE ORIGINAL
 KU1432'(1952) DESCRIPTION.  THE STEP HAS ERODED SO NOW THE BOTTOM EDGE OF THE
 KU1432'MARK SITS AT THE EDGE OF THE STEP.
 KU1432'THE REFERENCE MARK IS VERY FAINT AND PARTLY OBSCURED BY GREEN PAINT,
 KU1432'BUT IS VISIBLE.  IT IS ABOUT 1 INCH FURTHER BACK ON THE STEP THAN THE
 KU1432'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0468 ***********************************************************************
 OE0468  DESIGNATION -  2036
 OE0468  PID         -  OE0468
 OE0468  STATE/COUNTY-  NY/HERKIMER
 OE0468  USGS QUAD   -  
 OE0468
 OE0468                         *CURRENT SURVEY CONTROL
 OE0468  ___________________________________________________________________
 OE0468* NAD 83(1986)-  43 49 03.     (N)    074 54 55.     (W)     SCALED    
 OE0468* NAVD 88     -       620.123  (meters)    2034.52   (feet)  ADJUSTED  
 OE0468  ___________________________________________________________________
 OE0468  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 OE0468  DYNAMIC HT  -         619.970 (meters)    2034.02  (feet)  COMP
 OE0468  MODELED GRAV-     980,351.4   (mgal)                       NAVD 88
 OE0468
 OE0468  VERT ORDER  -  FIRST     CLASS I
 OE0468
 OE0468.The horizontal coordinates were scaled from a topographic map and have
 OE0468.an estimated accuracy of +/- 6 seconds.
 OE0468
 OE0468.The orthometric height was determined by differential leveling
 OE0468.and adjusted by the National Geodetic Survey in June 1991..
 OE0468
 OE0468.The geoid height was determined by GEOID03.
 OE0468
 OE0468.The dynamic height is computed by dividing the NAVD 88
 OE0468.geopotential number by the normal gravity value computed on the
 OE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0468.degrees latitude (g = 980.6199 gals.).
 OE0468
 OE0468.The modeled gravity was interpolated from observed gravity values.
 OE0468
 OE0468;                    North         East    Units  Estimated Accuracy
 OE0468;SPC NY E     -   553,570.      116,590.      MT  (+/- 180 meters Scaled)
 OE0468
 OE0468                          SUPERSEDED SURVEY CONTROL
 OE0468
 OE0468  NGVD 29 (??/??/92)  620.140  (m)         2034.58   (f) ADJ UNCH    1 1
 OE0468
 OE0468.Superseded values are not recommended for survey control.
 OE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0468.See file dsdata.txt to determine how the superseded data were derived.
 OE0468
 OE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP068516(NAD 83)
 OE0468_MARKER: DD = SURVEY DISK
 OE0468_SETTING: 80 = SET IN A BOULDER
 OE0468_SP_SET: BED ROCK
 OE0468_STAMPING: 2036 ALBANY
 OE0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0468+STABILITY: SURFACE MOTION
 OE0468
 OE0468  HISTORY     - Date     Condition        Report By
 OE0468  HISTORY     - UNK      MONUMENTED       USGS
 OE0468  HISTORY     - 1975     GOOD             NGS
 OE0468
 OE0468                          STATION DESCRIPTION
 OE0468
 OE0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0468'0.2 MI E FROM BIG MOOSE.
 OE0468'ABOUT 0.2 MILES EAST ALONG THE PENN CENTRAL RAILROAD FROM THE STATION
 OE0468'AT BIG MOOSE, 0.05 MILES EAST OF THE ROAD CROSSING AT BIG MOOSE, 64.0
 OE0468'FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 42.0 FEET SOUTH
 OE0468'OF THE SOUTH RAIL, SET VERTICALLY IN THE NORTH FACE OF A LARGE
 OE0468'BOULDER, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1863 ***********************************************************************
 OE1863  DESIGNATION -  203=SCHUYLER RESET
 OE1863  PID         -  OE1863
 OE1863  STATE/COUNTY-  NY/HERKIMER
 OE1863  USGS QUAD   -  NEWPORT (1982)
 OE1863
 OE1863                         *CURRENT SURVEY CONTROL
 OE1863  ___________________________________________________________________
 OE1863* NAD 83(1996)-  43 09 43.90520(N)    075 06 57.79311(W)     ADJUSTED  
 OE1863* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 OE1863  ___________________________________________________________________
 OE1863  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 OE1863  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 OE1863
 OE1863  HORZ ORDER  -  FIRST
 OE1863
 OE1863.The horizontal coordinates were established by classical geodetic methods
 OE1863.and adjusted by the National Geodetic Survey in January 1999..
 OE1863
 OE1863.The orthometric height was scaled from a topographic map.
 OE1863
 OE1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1863
 OE1863.The geoid height was determined by GEOID03.
 OE1863
 OE1863;                    North         East     Units Scale Factor Converg.
 OE1863;SPC NY E     -   480,873.420    99,903.670   MT  0.99993086   -0 25 17.1
 OE1863;SPC NY E     - 1,577,665.55    327,767.29   sFT  0.99993086   -0 25 17.1
 OE1863;UTM  18      - 4,778,833.166   490,565.578   MT  0.99960109   -0 04 45.8
 OE1863
 OE1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1863!SPC NY E     -   0.99992941  x   0.99993086  =   0.99986027
 OE1863!UTM  18      -   0.99992941  x   0.99960109  =   0.99953052
 OE1863
 OE1863:                Primary Azimuth Mark                     Grid Az
 OE1863:SPC NY E     -  DAIRY HILL FIRETOWER                     075 23 28.1
 OE1863:UTM  18      -  DAIRY HILL FIRETOWER                     075 02 56.8
 OE1863
 OE1863|---------------------------------------------------------------------|
 OE1863| PID    Reference Object                     Distance      Geod. Az  |
 OE1863|                                                           dddmmss.s |
 OE1863| OE1829 DAIRY HILL FIRETOWER                APPROX.17.9 KM 0745811.0 |
 OE1863| OE1866 HERKIMER AIRWAY BEACON 37           APPROX.13.4 KM 1464831.9 |
 OE1863| CZ8662 SCHUYLER RM 1                        26.517 METERS 16624     |
 OE1863| CZ8661 SCHUYLER AZ MK                                     2241230.4 |
 OE1863| CZ8663 SCHUYLER RM 2                        31.013 METERS 26515     |
 OE1863|---------------------------------------------------------------------|
 OE1863
 OE1863                          SUPERSEDED SURVEY CONTROL
 OE1863
 OE1863  NAD 83(1986)-  43 09 43.90791(N)    075 06 57.79181(W) AD(       ) 1
 OE1863  NAD 27      -  43 09 43.66066(N)    075 06 59.21233(W) AD(       ) 1
 OE1863
 OE1863.Superseded values are not recommended for survey control.
 OE1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1863.See file dsdata.txt to determine how the superseded data were derived.
 OE1863
 OE1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN9056678833(NAD 83)
 OE1863
 OE1863  HISTORY     - Date     Condition        Report By
 OE1863  HISTORY     - 1940     MONUMENTED       NYSS
 OE1863  HISTORY     - 1940     SEE DESCRIPTION  CGS
 OE1863  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OE1863  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1863
 OE1863                          STATION DESCRIPTION
 OE1863
 OE1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 OE1863'THIS IS A N.Y. STATE SURVEY STATION (MONUMENT 203) LOCATED ON
 OE1863'STATE LAND ABOUT 7-1/2 MILES NE OF UTICA ON TOP OF A HILL OPPOSITE
 OE1863'THE RESIDENCE OF MR. JACOB ZEITER.  THE OLD UNDERGROUND MARK
 OE1863'(AN EARTHEN WARE POT) WAS NOT DISTURBED.  THE GRANITE POST WHICH
 OE1863'WAS THE OLD SURFACE MARK WAS LOOSE SO IT WAS RESET IN CONCRETE
 OE1863'AND A C. AND G.S. DISK CEMENTED IN THE TOP OF THE POST.  THE
 OE1863'DISK WAS STAMPED SCHUYLER 1880-1940.
 OE1863'
 OE1863'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED
 OE1863'IN NOTE 11A.
 OE1863'
 OE1863'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 OE1863'
 OE1863'REFERENCE MARK NO.1 IS S OF THE STATION IN THE EDGE OF THE TIMBER.
 OE1863'
 OE1863'REFERENCE MARK NO.2 IS W OF THE STATION IN THE EDGE OF THE
 OE1863'CLEARED FIELD.
 OE1863'
 OE1863'THE AZIMUTH MARK IS ABOUT 1.0 MILE SW OF THE STATION, 3 FEET
 OE1863'SW OF THE FENCE AND 16 PACES SE OF THE ROAD INTERSECTION.  THE
 OE1863'MARK IS A C. AND G.S. DISK CEMENTED IN THE TOP OF A
 OE1863'HERKIMER - ONEIDA COUNTY LINE MARKER - A GRANITE POST 9 INCHES
 OE1863'SQUARE, 3 FEET HIGH.
 OE1863'
 OE1863'TO REACH FROM WEST SCHUYLER GO NORTHERLY ON THE PAVED ROAD
 OE1863'3.8 MILES TO A DIRT ROAD W.  TURN LEFT ON DIRT ROAD AND GO 1.0
 OE1863'MILE TO A T-INTERSECTION (AZIMUTH IS SE OF THIS INTERSECTION).
 OE1863'TURN RIGHT AND GO 1.25 MILES TO THE TOP OF A HILL JUST BEFORE
 OE1863'ARRIVING AT MR. ZEITERS HOUSE ON THE LEFT.  HERE TURN RIGHT
 OE1863'ACROSS FIELD AND GO 0.1 MILE TO THE STATION.
 OE1863'
 OE1863'THE FIRE TOWER IS ABOUT 12 MILES E OF THE STATION AND IS VISIBLE
 OE1863'FROM THE GROUND.
 OE1863'
 OE1863'A WHITE POST WAS SET AT THE STATION MARK.
 OE1863'
 OE1863'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 OE1863
 OE1863                          STATION RECOVERY (1942)
 OE1863
 OE1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1863'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1940.  ALL
 OE1863'MARKS WERE FOUND IN GOOD CONDITION AND THE DISTANCES WERE
 OE1863'CHECKED AND FOUND CORRECT.  A STANDARD REFERENCE POST WAS ADDED
 OE1863'BY THIS PARTY AT THE AZIMUTH MARK.
 OE1863'
 OE1863'A DIRECTION TO THE FIRE TOWER TAKEN IN 1940 COULD NOT BE TAKEN
 OE1863'DUE TO HEAVY SMOKE HAZE.
 OE1863
 OE1863                          STATION RECOVERY (1974)
 OE1863
 OE1863'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1863'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 OE1863'CONDITION.  LOCATED IN A TIMBERED AREA AND COMPLETELY BLOCKED.
 OE1863'
 OE1863'STATION MARK IS A STANDARD DISK STAMPED SCHUYLER 1880 1940,
 OE1863'SET IN THE TOP OF A SQUARE GRANITE POST PROJECTING 5 INCHES.
 OE1863'
 OE1863'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SCHUYLER NO
 OE1863'1 1940, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 OE1863'6 INCHES.
 OE1863'
 OE1863'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SCHUYLER NO
 OE1863'2 1940, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 OE1863'6 INCHES.
 OE1863'
 OE1863'AZIMUTH MARK IS A STANDARD DISK STAMPED SCHUYLER 1940, CEMENTED
 OE1863'IN A DRILL HOLE IN THE TOP OF A 9-INCH SQUARE GRANITE POST
 OE1863'PROJECTING 36 INCHES.  THIS POST IS A HERKIMER-ONEIDA COUNTY
 OE1863'LINE MARKER.  IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 OE1863'OF BROWN RD. AND BELL HILL RD., 12 FEET WEST OF TELEPHONE POLE
 OE1863'2113 NYT 20, AND 11 FEET SOUTH OF A TOWN LINE SIGN.
 OE1863'
 OE1863'TO REACH STATION FROM WEST SCHUYLER, GO NORTH ON MACADAM ROAD
 OE1863'FOR 3.8 MILES TO T-ROAD LEFT.  TURN LEFT AND GO WEST ON BROWN
 OE1863'RD. FOR 1.0 MILE TO T-JUNCTION AND AZIMUTH MARK ON LEFT.  TURN
 OE1863'RIGHT ON BELL HILL RD. AND GO NORTH 1.25 MILES TO TOP OF HILL.
 OE1863'TURN RIGHT ACROSS FIELD FOR 0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0312 ***********************************************************************
 PJ0312  DESIGNATION -  204 IWC
 PJ0312  PID         -  PJ0312
 PJ0312  STATE/COUNTY-  NY/JEFFERSON
 PJ0312  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0312
 PJ0312                         *CURRENT SURVEY CONTROL
 PJ0312  ___________________________________________________________________
 PJ0312* NAD 83(1996)-  44 11 05.10376(N)    076 16 09.20317(W)     ADJUSTED  
 PJ0312* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0312  ___________________________________________________________________
 PJ0312  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 PJ0312  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 PJ0312
 PJ0312  HORZ ORDER  -  THIRD
 PJ0312
 PJ0312.The horizontal coordinates were established by classical geodetic methods
 PJ0312.and adjusted by the National Geodetic Survey in January 1999..
 PJ0312
 PJ0312.The orthometric height was scaled from a topographic map.
 PJ0312
 PJ0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0312
 PJ0312.The geoid height was determined by GEOID03.
 PJ0312
 PJ0312;                    North         East     Units Scale Factor Converg.
 PJ0312;SPC NY C     -   464,840.704   275,113.711   MT  0.99994525   +0 13 08.1
 PJ0312;SPC NY C     - 1,525,064.88    902,602.23   sFT  0.99994525   +0 13 08.1
 PJ0312;UTM  18      - 4,893,176.242   398,557.211   MT  0.99972656   -0 53 04.9
 PJ0312
 PJ0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0312!SPC NY C     -   0.99999344  x   0.99994525  =   0.99993869
 PJ0312!UTM  18      -   0.99999344  x   0.99972656  =   0.99972001
 PJ0312
 PJ0312:                Primary Azimuth Mark                     Grid Az
 PJ0312:SPC NY C     -  REF MON 85 IWC 207 IWC                   328 43 37.7
 PJ0312:UTM  18      -  REF MON 85 IWC 207 IWC                   329 49 50.7
 PJ0312
 PJ0312|---------------------------------------------------------------------|
 PJ0312| PID    Reference Object                     Distance      Geod. Az  |
 PJ0312|                                                           dddmmss.s |
 PJ0312| PJ0314 REF MON 85 IWC 207 IWC              APPROX. 2.7 KM 3285645.8 |
 PJ0312|---------------------------------------------------------------------|
 PJ0312
 PJ0312                          SUPERSEDED SURVEY CONTROL
 PJ0312
 PJ0312  NAD 83(1986)-  44 11 05.10407(N)    076 16 09.19780(W) AD(       ) 3
 PJ0312  NAD 27      -  44 11 04.93600(N)    076 16 10.43500(W) AD(       ) 3
 PJ0312
 PJ0312.Superseded values are not recommended for survey control.
 PJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0312.See file dsdata.txt to determine how the superseded data were derived.
 PJ0312
 PJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9855793176(NAD 83)
 PJ0312_MARKER: DD = SURVEY DISK
 PJ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0312+STABILITY: SURFACE MOTION
 PJ0312
 PJ0312  HISTORY     - Date     Condition        Report By
 PJ0312  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0312  HISTORY     - 1957     GOOD             IBC
 PJ0312
 PJ0312                          STATION DESCRIPTION
 PJ0312
 PJ0312'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0312'ON THE NORTHEASTERNMOST POINT OF CARLETON ISLAND IN THE ST LAWRENCE
 PJ0312'RIVER.
 PJ0312'
 PJ0312'THE STATION IS 15 FEET SOUTHWESTERLY FROM A GLACIAL BOULDER 3 - BY
 PJ0312'4 - BY 4 - FEET IN SIZE RESTING ON THE GROUND, ABOUT 45 FEET FROM THE
 PJ0312'WATERS EDGE, AND ABOUT 5 FEET ABOVE THE WATER IN THE RIVER.
 PJ0312'
 PJ0312'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0312'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CIRCULAR
 PJ0312'BLOCK OF CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES IN DEPTH.  THE
 PJ0312'SUBSURFACE MARK IS A SMALL BRONZE PLUG SET WITH CEMENT IN BEDROCK 12
 PJ0312'INCHES BELOW THE SURFACE OF THE GROUND.
 PJ0312
 PJ0312                          STATION RECOVERY (1957)
 PJ0312
 PJ0312'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0312'IN 1957 THE STATION WAS ABOUT 33 FEET NORTHWESTERLY OF A 10 - INCH
 PJ0312'HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0773 ***********************************************************************
 NA0773  DESIGNATION -  204.0
 NA0773  PID         -  NA0773
 NA0773  STATE/COUNTY-  NY/MONTGOMERY
 NA0773  USGS QUAD   -  FORT PLAIN (1944)
 NA0773
 NA0773                         *CURRENT SURVEY CONTROL
 NA0773  ___________________________________________________________________
 NA0773* NAD 83(1986)-  42 58 28.     (N)    074 38 28.     (W)     SCALED    
 NA0773* NAVD 88     -        95.028  (meters)     311.77   (feet)  ADJUSTED  
 NA0773  ___________________________________________________________________
 NA0773  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NA0773  DYNAMIC HT  -          95.003 (meters)     311.69  (feet)  COMP
 NA0773  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 NA0773
 NA0773  VERT ORDER  -  FIRST     CLASS II
 NA0773
 NA0773.The horizontal coordinates were scaled from a topographic map and have
 NA0773.an estimated accuracy of +/- 6 seconds.
 NA0773
 NA0773.The orthometric height was determined by differential leveling
 NA0773.and adjusted by the National Geodetic Survey in June 1991..
 NA0773.WARNING-Repeat measurements at this control monument indicate possible
 NA0773.vertical movement.
 NA0773
 NA0773.The geoid height was determined by GEOID03.
 NA0773
 NA0773.The dynamic height is computed by dividing the NAVD 88
 NA0773.geopotential number by the normal gravity value computed on the
 NA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0773.degrees latitude (g = 980.6199 gals.).
 NA0773
 NA0773.The modeled gravity was interpolated from observed gravity values.
 NA0773
 NA0773;                    North         East    Units  Estimated Accuracy
 NA0773;SPC NY E     -   459,840.      138,490.      MT  (+/- 180 meters Scaled)
 NA0773
 NA0773                          SUPERSEDED SURVEY CONTROL
 NA0773
 NA0773  NGVD 29 (??/??/92)   95.204  (m)          312.35   (f) ADJ UNCH    1 2
 NA0773
 NA0773.Superseded values are not recommended for survey control.
 NA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0773.See file dsdata.txt to determine how the superseded data were derived.
 NA0773
 NA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN292580(NAD 83)
 NA0773_MARKER: O = CHISELED CIRCLE
 NA0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0773_SP_SET: STONE
 NA0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0773+STABILITY: SURFACE MOTION
 NA0773
 NA0773  HISTORY     - Date     Condition        Report By
 NA0773  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0773  HISTORY     - 1931     GOOD             NGS
 NA0773
 NA0773                          STATION DESCRIPTION
 NA0773
 NA0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0773'2.7 MI E FROM ST. JOHNSVILLE.
 NA0773'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y. 204.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0691 ***********************************************************************
 PH0691  DESIGNATION -  205
 PH0691  PID         -  PH0691
 PH0691  STATE/COUNTY-  NY/ST LAWRENCE
 PH0691  USGS QUAD   -  MASSENA (1964)
 PH0691
 PH0691                         *CURRENT SURVEY CONTROL
 PH0691  ___________________________________________________________________
 PH0691* NAD 83(1986)-  44 55 57.     (N)    074 53 35.     (W)     SCALED    
 PH0691* NAVD 88     -        62.398  (meters)     204.72   (feet)  ADJUSTED  
 PH0691  ___________________________________________________________________
 PH0691  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 PH0691  DYNAMIC HT  -          62.397 (meters)     204.71  (feet)  COMP
 PH0691  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 PH0691
 PH0691  VERT ORDER  -  SECOND    CLASS 0
 PH0691
 PH0691.The horizontal coordinates were scaled from a topographic map and have
 PH0691.an estimated accuracy of +/- 6 seconds.
 PH0691
 PH0691.The orthometric height was determined by differential leveling
 PH0691.and adjusted by the National Geodetic Survey in June 1991..
 PH0691
 PH0691.The geoid height was determined by GEOID03.
 PH0691
 PH0691.The dynamic height is computed by dividing the NAVD 88
 PH0691.geopotential number by the normal gravity value computed on the
 PH0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0691.degrees latitude (g = 980.6199 gals.).
 PH0691
 PH0691.The modeled gravity was interpolated from observed gravity values.
 PH0691
 PH0691;                    North         East    Units  Estimated Accuracy
 PH0691;SPC NY E     -   677,450.      118,980.      MT  (+/- 180 meters Scaled)
 PH0691
 PH0691                          SUPERSEDED SURVEY CONTROL
 PH0691
 PH0691  NGVD 29 (??/??/92)   62.522  (m)          205.12   (f) ADJ UNCH    2 0
 PH0691
 PH0691.Superseded values are not recommended for survey control.
 PH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0691.See file dsdata.txt to determine how the superseded data were derived.
 PH0691
 PH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ084754(NAD 83)
 PH0691_MARKER: DD = SURVEY DISK
 PH0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0691_SP_SET: BUILDING
 PH0691_STAMPING: 205 ALBANY 1904
 PH0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0691
 PH0691  HISTORY     - Date     Condition        Report By
 PH0691  HISTORY     - 1904     MONUMENTED       USGS
 PH0691  HISTORY     - 1942     GOOD             NGS
 PH0691  HISTORY     - 1976     GOOD             NGS
 PH0691
 PH0691                          STATION DESCRIPTION
 PH0691
 PH0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0691'IN MASSENA.
 PH0691'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION IN MASSENA,
 PH0691'PROCEED 1.2 MILE NORTH ALONG STATE HIGHWAY NO. 420, TO THE CORNER OF
 PH0691'PHILIPS AND MAIN STREET, AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH0691'VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE CLARK
 PH0691'HARDWARE BUILDING.  IT IS 33.6 FEET NORTH OF THE CENTERLINE OF PHILIPS
 PH0691'STREET, AND 31.6 FEET EAST OF MAIN STREET.  IT IS 1.7 FOOT ABOVE THE
 PH0691'GROUND, 0.7 FOOT EAST OF THE SOUTHWEST CORNER OF BUILDING. STAMPED 205
 PH0691'ALBANY 1904.
 PH0691
 PH0691                          STATION RECOVERY (1976)
 PH0691
 PH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PH0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0325 ***********************************************************************
 PJ0325  DESIGNATION -  205 SUB IBC
 PJ0325  PID         -  PJ0325
 PJ0325  STATE/COUNTY-  NY/JEFFERSON
 PJ0325  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0325
 PJ0325                         *CURRENT SURVEY CONTROL
 PJ0325  ___________________________________________________________________
 PJ0325* NAD 83(1996)-  44 12 19.77940(N)    076 15 43.61251(W)     ADJUSTED  
 PJ0325* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0325  ___________________________________________________________________
 PJ0325  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 PJ0325  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 PJ0325
 PJ0325  HORZ ORDER  -  THIRD
 PJ0325
 PJ0325.The horizontal coordinates were established by classical geodetic methods
 PJ0325.and adjusted by the National Geodetic Survey in January 1999..
 PJ0325
 PJ0325.The orthometric height was scaled from a topographic map.
 PJ0325
 PJ0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0325
 PJ0325.The geoid height was determined by GEOID03.
 PJ0325
 PJ0325;                    North         East     Units Scale Factor Converg.
 PJ0325;SPC NY C     -   467,147.663   275,673.043   MT  0.99994560   +0 13 26.3
 PJ0325;SPC NY C     - 1,532,633.62    904,437.31   sFT  0.99994560   +0 13 26.3
 PJ0325;UTM  18      - 4,895,471.494   399,160.749   MT  0.99972506   -0 52 48.2
 PJ0325
 PJ0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0325!SPC NY C     -   0.99999344  x   0.99994560  =   0.99993904
 PJ0325!UTM  18      -   0.99999344  x   0.99972506  =   0.99971850
 PJ0325
 PJ0325:                Primary Azimuth Mark                     Grid Az
 PJ0325:SPC NY C     -  REF MON 84 IWC                           086 05 12.4
 PJ0325:UTM  18      -  REF MON 84 IWC                           087 11 26.9
 PJ0325
 PJ0325|---------------------------------------------------------------------|
 PJ0325| PID    Reference Object                     Distance      Geod. Az  |
 PJ0325|                                                           dddmmss.s |
 PJ0325| PJ0295 REF MON 84 IWC                      APPROX. 1.3 KM 0861838.7 |
 PJ0325| PJ0294 RIVERVIEW CHURCH SPIRE IBC          APPROX. 4.1 KM 1555859.5 |
 PJ0325|---------------------------------------------------------------------|
 PJ0325
 PJ0325                          SUPERSEDED SURVEY CONTROL
 PJ0325
 PJ0325  NAD 83(1986)-  44 12 19.78052(N)    076 15 43.60648(W) AD(       ) 3
 PJ0325  NAD 27      -  44 12 19.61800(N)    076 15 44.84600(W) AD(       ) 3
 PJ0325
 PJ0325.Superseded values are not recommended for survey control.
 PJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0325.See file dsdata.txt to determine how the superseded data were derived.
 PJ0325
 PJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9916195471(NAD 83)
 PJ0325_MARKER: DD = SURVEY DISK
 PJ0325_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0325_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PJ0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0325+STABILITY: POSITION/ELEVATION WELL
 PJ0325
 PJ0325  HISTORY     - Date     Condition        Report By
 PJ0325  HISTORY     - 1940     MONUMENTED       IBC
 PJ0325  HISTORY     - 1957     POOR             IBC
 PJ0325
 PJ0325                          STATION DESCRIPTION
 PJ0325
 PJ0325'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0325'ON THE SOUTHERN SHORE OF THE EAST END OF WOLFE ISLAND IN THE ST
 PJ0325'LAWRENCE RIVER.  THE STATION IS ON A CONSPICUOUS POINT OF THE SHORE
 PJ0325'LINE BETWEEN TWO SMALL BAYS A LITTLE EAST OF NORTH OF THE MOST
 PJ0325'EASTERN POINT OF CARLETON ISLAND.  IT IS ABOUT 25 FEET FROM THE WATERS
 PJ0325'EDGE AND ABOUT 6 FEET ABOVE THE WATER IN THE RIVER.
 PJ0325'
 PJ0325'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0325'DISK STATION MARK SET WITH CEMENT IN STRATIFIED BEDROCK.
 PJ0325
 PJ0325                          STATION RECOVERY (1957)
 PJ0325
 PJ0325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0325'IN 1957 THE STATION WAS REPORTED PROBABLY DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0313 ***********************************************************************
 PJ0313  DESIGNATION -  206 SUB IBC
 PJ0313  PID         -  PJ0313
 PJ0313  STATE/COUNTY-  NY/JEFFERSON
 PJ0313  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0313
 PJ0313                         *CURRENT SURVEY CONTROL
 PJ0313  ___________________________________________________________________
 PJ0313* NAD 83(1996)-  44 11 23.74014(N)    076 17 11.44756(W)     ADJUSTED  
 PJ0313* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0313  ___________________________________________________________________
 PJ0313  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PJ0313  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 PJ0313
 PJ0313  HORZ ORDER  -  THIRD
 PJ0313
 PJ0313.The horizontal coordinates were established by classical geodetic methods
 PJ0313.and adjusted by the National Geodetic Survey in January 1999..
 PJ0313
 PJ0313.The orthometric height was scaled from a topographic map.
 PJ0313
 PJ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0313
 PJ0313.The geoid height was determined by GEOID03.
 PJ0313
 PJ0313;                    North         East     Units Scale Factor Converg.
 PJ0313;SPC NY C     -   465,410.753   273,729.257   MT  0.99994442   +0 12 24.8
 PJ0313;SPC NY C     - 1,526,935.11    898,060.07   sFT  0.99994442   +0 12 24.8
 PJ0313;UTM  18      - 4,893,772.723   397,184.291   MT  0.99973001   -0 53 48.6
 PJ0313
 PJ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0313!SPC NY C     -   0.99999345  x   0.99994442  =   0.99993787
 PJ0313!UTM  18      -   0.99999345  x   0.99973001  =   0.99972346
 PJ0313
 PJ0313:                Primary Azimuth Mark                     Grid Az
 PJ0313:SPC NY C     -  WOLF IS CATH CH SPIRE IBC                059 32 50.3
 PJ0313:UTM  18      -  WOLF IS CATH CH SPIRE IBC                060 39 03.7
 PJ0313
 PJ0313|---------------------------------------------------------------------|
 PJ0313| PID    Reference Object                     Distance      Geod. Az  |
 PJ0313|                                                           dddmmss.s |
 PJ0313| PJ0293 WOLF IS CATH CH SPIRE IBC           APPROX. 4.2 KM 0594515.1 |
 PJ0313| PJ0315 REF MON 86 IWC 209 IWC              APPROX. 2.3 KM 3064726.9 |
 PJ0313|---------------------------------------------------------------------|
 PJ0313
 PJ0313                          SUPERSEDED SURVEY CONTROL
 PJ0313
 PJ0313  NAD 83(1986)-  44 11 23.74103(N)    076 17 11.44283(W) AD(       ) 3
 PJ0313  NAD 27      -  44 11 23.57300(N)    076 17 12.68300(W) AD(       ) 3
 PJ0313
 PJ0313.Superseded values are not recommended for survey control.
 PJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0313.See file dsdata.txt to determine how the superseded data were derived.
 PJ0313
 PJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9718493773(NAD 83)
 PJ0313_MARKER: DD = SURVEY DISK
 PJ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0313+STABILITY: SURFACE MOTION
 PJ0313
 PJ0313  HISTORY     - Date     Condition        Report By
 PJ0313  HISTORY     - 1940     MONUMENTED       IBC
 PJ0313  HISTORY     - 1957     GOOD             IBC
 PJ0313
 PJ0313                          STATION DESCRIPTION
 PJ0313
 PJ0313'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0313'ON THE EASTERN OF THE TWO MOST NORTHERN POINTS OF CARLETON ISLAND IN
 PJ0313'THE ST LAWRENCE RIVER.  THE STATION IS ABOUT 600 FEET EAST OF AN
 PJ0313'ABANDONED HOUSE, 85 FEET FROM THE SHORE LINE, AND ABOUT 4 FEET ABOVE
 PJ0313'THE WATER IN THE RIVER.
 PJ0313'
 PJ0313'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0313'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CONCRETE
 PJ0313'CYLINDER 6 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE
 PJ0313'MARK IS A BRONZE PLUG SET IN CEMENT ON SOLID ROCK 18 INCHES
 PJ0313'UNDERGROUND.  REFERENCE MARK 1 IS A DRILL HOLE IN A ROCK NEAR THE
 PJ0313'SHORE LINE 74.51 FEET NORTHEAST OF THE STATION, COVERED BY GRAVEL IN
 PJ0313'1957.  REFERENCE MARK 2 IS A DRILL HOLE IN A RED GRANITE ROCK, NEAR A
 PJ0313'LARGER, POINTED BLACK ROCK, 85.99 FEET NORTHWEST OF THE STATION.
 PJ0313
 PJ0313                          STATION RECOVERY (1957)
 PJ0313
 PJ0313'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0313'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0772 ***********************************************************************
 NA0772  DESIGNATION -  206.0
 NA0772  PID         -  NA0772
 NA0772  STATE/COUNTY-  NY/MONTGOMERY
 NA0772  USGS QUAD   -  FORT PLAIN (1944)
 NA0772
 NA0772                         *CURRENT SURVEY CONTROL
 NA0772  ___________________________________________________________________
 NA0772* NAD 83(1986)-  42 59 41.     (N)    074 40 02.     (W)     SCALED    
 NA0772* NAVD 88     -        95.357  (meters)     312.85   (feet)  ADJUSTED  
 NA0772  ___________________________________________________________________
 NA0772  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 NA0772  DYNAMIC HT  -          95.331 (meters)     312.77  (feet)  COMP
 NA0772  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 NA0772
 NA0772  VERT ORDER  -  FIRST     CLASS II
 NA0772
 NA0772.The horizontal coordinates were scaled from a topographic map and have
 NA0772.an estimated accuracy of +/- 6 seconds.
 NA0772
 NA0772.The orthometric height was determined by differential leveling
 NA0772.and adjusted by the National Geodetic Survey in June 1991..
 NA0772
 NA0772.The geoid height was determined by GEOID03.
 NA0772
 NA0772.The dynamic height is computed by dividing the NAVD 88
 NA0772.geopotential number by the normal gravity value computed on the
 NA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0772.degrees latitude (g = 980.6199 gals.).
 NA0772
 NA0772.The modeled gravity was interpolated from observed gravity values.
 NA0772
 NA0772;                    North         East    Units  Estimated Accuracy
 NA0772;SPC NY E     -   462,100.      136,370.      MT  (+/- 180 meters Scaled)
 NA0772
 NA0772                          SUPERSEDED SURVEY CONTROL
 NA0772
 NA0772  NGVD 29 (??/??/92)   95.523  (m)          313.39   (f) ADJ UNCH    1 2
 NA0772
 NA0772.Superseded values are not recommended for survey control.
 NA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0772.See file dsdata.txt to determine how the superseded data were derived.
 NA0772
 NA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN271602(NAD 83)
 NA0772_MARKER: O = CHISELED CIRCLE
 NA0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0772_SP_SET: STONE
 NA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0772+STABILITY: SURFACE MOTION
 NA0772
 NA0772  HISTORY     - Date     Condition        Report By
 NA0772  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0772  HISTORY     - 1931     GOOD             NGS
 NA0772
 NA0772                          STATION DESCRIPTION
 NA0772
 NA0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0772'0.7 MI E FROM ST. JOHNSVILLE.
 NA0772'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y.206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0325 ***********************************************************************
 KV0325  DESIGNATION -  2068 BOR
 KV0325  PID         -  KV0325
 KV0325  STATE/COUNTY-  NY/RICHMOND
 KV0325  USGS QUAD   -  ELIZABETH (1995)
 KV0325
 KV0325                         *CURRENT SURVEY CONTROL
 KV0325  ___________________________________________________________________
 KV0325* NAD 83(1986)-  40 37 32.     (N)    074 08 55.     (W)     SCALED    
 KV0325* NAVD 88     -        16.070  (meters)      52.72   (feet)  ADJUSTED  
 KV0325  ___________________________________________________________________
 KV0325  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0325  DYNAMIC HT  -          16.063 (meters)      52.70  (feet)  COMP
 KV0325  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 KV0325
 KV0325  VERT ORDER  -  FIRST     CLASS II
 KV0325
 KV0325.The horizontal coordinates were scaled from a topographic map and have
 KV0325.an estimated accuracy of +/- 6 seconds.
 KV0325
 KV0325.The orthometric height was determined by differential leveling
 KV0325.and adjusted by the National Geodetic Survey in June 1991..
 KV0325
 KV0325.The geoid height was determined by GEOID03.
 KV0325
 KV0325.The dynamic height is computed by dividing the NAVD 88
 KV0325.geopotential number by the normal gravity value computed on the
 KV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0325.degrees latitude (g = 980.6199 gals.).
 KV0325
 KV0325.The modeled gravity was interpolated from observed gravity values.
 KV0325
 KV0325;                    North         East    Units  Estimated Accuracy
 KV0325;SPC NY L     -    50,970.      287,430.      MT  (+/- 180 meters Scaled)
 KV0325
 KV0325                          SUPERSEDED SURVEY CONTROL
 KV0325
 KV0325  NGVD 29 (04/16/92)   16.403  (m)           53.82   (f) ADJUSTED    1 2
 KV0325
 KV0325.Superseded values are not recommended for survey control.
 KV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0325.See file dsdata.txt to determine how the superseded data were derived.
 KV0325
 KV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK720975(NAD 83)
 KV0325_MARKER: Q = CHISELED SQUARE
 KV0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0325_SP_SET: BUILDING FOUNDATION
 KV0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0325
 KV0325  HISTORY     - Date     Condition        Report By
 KV0325  HISTORY     - 1952     MONUMENTED       NY-085
 KV0325  HISTORY     - 1952     GOOD             CGS
 KV0325  HISTORY     - 20060529 MARK NOT FOUND   GEOCAC
 KV0325
 KV0325                          STATION DESCRIPTION
 KV0325
 KV0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0325'AT STATEN ISLAND.
 KV0325'ON STATEN ISLAND, AT ELMPARK, IN THE SOUTHWEST ANGLE OF THE
 KV0325'INTERSECTION OF RICHMOND AND FOREST AVENUES, AN OUTLINE SQUARE
 KV0325'ON THE TOP OF NORTH CORNER OF CONCRETE FOUNDATION OF A BRICK
 KV0325'SERVICE STATION BUILDING.
 KV0325
 KV0325                          STATION RECOVERY (2006)
 KV0325
 KV0325'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0325'THERE IS A CONCRETE BLOCK ADDITION TO THE NORTH SIDE OF THE CITGO
 KV0325'STATION.  UNABLE TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1867 ***********************************************************************
 OE1867  DESIGNATION -  206=JACKSON RESET
 OE1867  PID         -  OE1867
 OE1867  STATE/COUNTY-  NY/HERKIMER
 OE1867  USGS QUAD   -  ILION (1982)
 OE1867
 OE1867                         *CURRENT SURVEY CONTROL
 OE1867  ___________________________________________________________________
 OE1867* NAD 83(1996)-  43 05 54.81604(N)    075 01 40.06218(W)     ADJUSTED  
 OE1867* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 OE1867  ___________________________________________________________________
 OE1867  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 OE1867  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 OE1867
 OE1867  HORZ ORDER  -  SECOND
 OE1867
 OE1867.The horizontal coordinates were established by classical geodetic methods
 OE1867.and adjusted by the National Geodetic Survey in January 1999..
 OE1867
 OE1867.The orthometric height was scaled from a topographic map.
 OE1867
 OE1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1867
 OE1867.The geoid height was determined by GEOID03.
 OE1867
 OE1867;                    North         East     Units Scale Factor Converg.
 OE1867;SPC NY E     -   473,755.452   107,036.188   MT  0.99992270   -0 21 38.2
 OE1867;SPC NY E     - 1,554,312.68    351,167.89   sFT  0.99992270   -0 21 38.2
 OE1867;SPC NY C     -   345,293.380   376,630.319   MT  1.00013470   +1 03 46.7
 OE1867;SPC NY C     - 1,132,850.03  1,235,661.30   sFT  1.00013470   +1 03 46.7
 OE1867;UTM  18      - 4,771,760.187   497,738.096   MT  0.99960006   -0 01 08.4
 OE1867
 OE1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1867!SPC NY E     -   0.99993707  x   0.99992270  =   0.99985977
 OE1867!SPC NY C     -   0.99993707  x   1.00013470  =   1.00007176
 OE1867!UTM  18      -   0.99993707  x   0.99960006  =   0.99953715
 OE1867
 OE1867|---------------------------------------------------------------------|
 OE1867| PID    Reference Object                     Distance      Geod. Az  |
 OE1867|                                                           dddmmss.s |
 OE1867| CZ8414 JACKSON RM 1                         22.120 METERS 01110     |
 OE1867| CZ8415 JACKSON RM 2                         20.760 METERS 12919     |
 OE1867| CZ8413 JACKSON AZ MK                                      1353907.2 |
 OE1867| OE1866 HERKIMER AIRWAY BEACON 37           APPROX. 4.2 KM 1774413.9 |
 OE1867|---------------------------------------------------------------------|
 OE1867
 OE1867                          SUPERSEDED SURVEY CONTROL
 OE1867
 OE1867  NAD 83(1986)-  43 05 54.81811(N)    075 01 40.06110(W) AD(       ) 2
 OE1867  NAD 27      -  43 05 54.56861(N)    075 01 41.49422(W) AD(       ) 2
 OE1867
 OE1867.Superseded values are not recommended for survey control.
 OE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1867.See file dsdata.txt to determine how the superseded data were derived.
 OE1867
 OE1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN9773871760(NAD 83)
 OE1867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1867
 OE1867  HISTORY     - Date     Condition        Report By
 OE1867  HISTORY     - 1942     MONUMENTED       CGS
 OE1867  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1867
 OE1867                          STATION DESCRIPTION
 OE1867
 OE1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1867'STATION IS LOCATED ON THE SOUTHERN END OF HASENCLEVER HILL ABOUT
 OE1867'5.0 MILES NW OF HERKIMER, ON LAND OWNED BY THE STATE OF NEW
 OE1867'YORK.  THE DISK IS STAMPED JACKSON 1942.  STATION JACKSON IS
 OE1867'IDENTICAL WITH N.Y.S.S. MONUMENT NO. 206.  THE OLD UNDERGROUND
 OE1867'MARK AND SURFACE MARK WERE REPLACED BY U.S.C. AND G.S. BRONZE
 OE1867'DISKS IN IDENTICAL POSITION AS RECOVERED UNDERGROUND MARK.
 OE1867'
 OE1867'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1867'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1867'
 OE1867'REFERENCE MARK NO.1 IS 72.58 FEET N OF THE STATION.  THE DISK
 OE1867'IS STAMPED JACKSON NO.1 1942.
 OE1867'
 OE1867'REFERENCE MARK NO.2 IS 68.11 FEET SE OF STATION.  THE DISK IS
 OE1867'STAMPED JACKSON NO.2 1942.
 OE1867'
 OE1867'AZIMUTH MARK IS ABOUT 0.4 MILE SE OF STATION, 22.0 FEET E OF
 OE1867'THE CENTER LINE OF THE ROAD, 5.0 FEET S OF A POST WITH A SIGN
 OE1867'READING STATE REFORESTATION AREA.  THE DISK IS STAMPED JACKSON
 OE1867'1942.
 OE1867'
 OE1867'TO REACH STATION FROM JUNCTIONS OF HIGHWAYS 5 AND 28 IN
 OE1867'HERKIMER, GO N ON HIGHWAY 28 TWO BLOCKS TO STUBEN ROAD, TURN
 OE1867'LEFT ON STUBEN ROAD AN GO 3.15 MILES TO A Y-ROAD AND AN AIR
 OE1867'BEACON ON THE LEFT, TAKE RIGHT FORK AND GO 3.05 MILES TO AZIMUTH
 OE1867'ON THE RIGHT SIDE OF THE ROAD, CONTINUE 0.35 MILE TO TOP OF
 OE1867'GRADE, TURN SHARP LEFT TO THE STATION ON A HIGH POINT OF A BARE
 OE1867'RIDGE.
 OE1867'
 OE1867'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE1867
 OE1867                          STATION RECOVERY (1974)
 OE1867
 OE1867'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1867'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 OE1867'CONDITION.  DISTANCE AND ANGLE TO RMS AND AZ. MARK NOT
 OE1867'CHECKED.  STATION IS BLOCKED BY DENSE MAPLES AND PINE
 OE1867'REFORESTATION.
 OE1867'
 OE1867'STATION MARK IS A STANDARD DISK STAMPED JACKSON 1942, SET IN
 OE1867'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 OE1867'
 OE1867'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JACKSON
 OE1867'NO 1 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OE1867'PROJECTING 8 INCHES.
 OE1867'
 OE1867'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JACKSON
 OE1867'NO 2 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OE1867'PROJECTING 8 INCHES.
 OE1867'
 OE1867'AZIMUTH MARK IS A STANDARD DISK STAMPED JACKSON 1942, SET IN
 OE1867'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 OE1867'INCHES.  IT IS 22 FEET EAST OF CENTER LINE OF STEUBEN HILL RD.
 OE1867'
 OE1867'TO REACH STATION FROM JUNCTION OF N.Y. RTES. 5 AND 28 IN
 OE1867'HERKIMER, GO NORTH ON N.Y. RTE. 28 FOR 2 BLOCKS.  TURN LEFT ON
 OE1867'STEUBEN RD. AND GO 3.2 MILES.  TAKE RIGHT FORK AND GO 3.05
 OE1867'MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE FOR 0.35 MILE TO TOP
 OE1867'OF GRADE AND STATION 400 FEET TO WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1261 ***********************************************************************
 KU1261  DESIGNATION -  207
 KU1261  PID         -  KU1261
 KU1261  STATE/COUNTY-  NY/KINGS
 KU1261  USGS QUAD   -  CONEY ISLAND (1979)
 KU1261
 KU1261                         *CURRENT SURVEY CONTROL
 KU1261  ___________________________________________________________________
 KU1261* NAD 83(1986)-  40 34 41.     (N)    073 59 07.     (W)     SCALED    
 KU1261* NAVD 88     -         3.626  (meters)      11.90   (feet)  ADJUSTED  
 KU1261  ___________________________________________________________________
 KU1261  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU1261  DYNAMIC HT  -           3.625 (meters)      11.89  (feet)  COMP
 KU1261  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 KU1261
 KU1261  VERT ORDER  -  FIRST     CLASS II
 KU1261
 KU1261.The horizontal coordinates were scaled from a topographic map and have
 KU1261.an estimated accuracy of +/- 6 seconds.
 KU1261
 KU1261.The orthometric height was determined by differential leveling
 KU1261.and adjusted by the National Geodetic Survey in June 1991..
 KU1261
 KU1261.The geoid height was determined by GEOID03.
 KU1261
 KU1261.The dynamic height is computed by dividing the NAVD 88
 KU1261.geopotential number by the normal gravity value computed on the
 KU1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1261.degrees latitude (g = 980.6199 gals.).
 KU1261
 KU1261.The modeled gravity was interpolated from observed gravity values.
 KU1261
 KU1261;                    North         East    Units  Estimated Accuracy
 KU1261;SPC NY L     -    45,680.      301,250.      MT  (+/- 180 meters Scaled)
 KU1261
 KU1261                          SUPERSEDED SURVEY CONTROL
 KU1261
 KU1261  NGVD 29 (??/??/92)    3.968  (m)           13.02   (f) ADJ UNCH    1 2
 KU1261
 KU1261.Superseded values are not recommended for survey control.
 KU1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1261.See file dsdata.txt to determine how the superseded data were derived.
 KU1261
 KU1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858924(NAD 83)
 KU1261_MARKER: DD = SURVEY DISK
 KU1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1261_SP_SET: STEP
 KU1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1261
 KU1261  HISTORY     - Date     Condition        Report By
 KU1261  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1261  HISTORY     - 1952     GOOD             NGS
 KU1261  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1261  HISTORY     - 20060616 MARK NOT FOUND   GEOCAC
 KU1261
 KU1261                          STATION DESCRIPTION
 KU1261
 KU1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1261'AT NEW YORK.
 KU1261'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT CONEY ISLAND, ON WEST SIDE
 KU1261'OF WEST 17TH STREET BETWEEN NEPTUNE AND MERMAIN AVENUES, IN THE
 KU1261'TOP OF TOP STONE STEP TO MAIN ENTRANCE TO PUBLIC SCHOOL NO. 80,
 KU1261'1/2 FOOT SOUTH OF NORTH END OF STEP AND ABOUT 4 FEET ABOVE
 KU1261'SIDEWALK.
 KU1261
 KU1261                          STATION RECOVERY (1989)
 KU1261
 KU1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 KU1261'MARK NOT FOUND.
 KU1261
 KU1261                          STATION RECOVERY (2006)
 KU1261
 KU1261'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1261'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU1261' 
 KU1261'THE SCHOOL (PS 80) THAT OCCUPIED THIS LOCATION HAS BEEN DEMOLISHED AND
 KU1261'THE ENTIRE BLOCK FROM THE CHURCH ON THE CORNER OF NEPTUNE AVENUE TO
 KU1261'MERMAID AVENUE IS NOW RESIDENCES. THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0769 ***********************************************************************
 NA0769  DESIGNATION -  207.9
 NA0769  PID         -  NA0769
 NA0769  STATE/COUNTY-  NY/MONTGOMERY
 NA0769  USGS QUAD   -  FORT PLAIN (1944)
 NA0769
 NA0769                         *CURRENT SURVEY CONTROL
 NA0769  ___________________________________________________________________
 NA0769* NAD 83(1986)-  42 59 50.     (N)    074 41 59.     (W)     SCALED    
 NA0769* NAVD 88     -        97.010  (meters)     318.27   (feet)  ADJUSTED  
 NA0769  ___________________________________________________________________
 NA0769  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 NA0769  DYNAMIC HT  -          96.984 (meters)     318.19  (feet)  COMP
 NA0769  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 NA0769
 NA0769  VERT ORDER  -  FIRST     CLASS II
 NA0769
 NA0769.The horizontal coordinates were scaled from a topographic map and have
 NA0769.an estimated accuracy of +/- 6 seconds.
 NA0769
 NA0769.The orthometric height was determined by differential leveling
 NA0769.and adjusted by the National Geodetic Survey in June 1991..
 NA0769
 NA0769.The geoid height was determined by GEOID03.
 NA0769
 NA0769.The dynamic height is computed by dividing the NAVD 88
 NA0769.geopotential number by the normal gravity value computed on the
 NA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0769.degrees latitude (g = 980.6199 gals.).
 NA0769
 NA0769.The modeled gravity was interpolated from observed gravity values.
 NA0769
 NA0769;                    North         East    Units  Estimated Accuracy
 NA0769;SPC NY E     -   462,380.      133,720.      MT  (+/- 180 meters Scaled)
 NA0769
 NA0769                          SUPERSEDED SURVEY CONTROL
 NA0769
 NA0769  NGVD 29 (??/??/92)   97.172  (m)          318.81   (f) ADJ UNCH    1 2
 NA0769
 NA0769.Superseded values are not recommended for survey control.
 NA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0769.See file dsdata.txt to determine how the superseded data were derived.
 NA0769
 NA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN244605(NAD 83)
 NA0769_MARKER: B = BOLT
 NA0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0769_SP_SET: CULVERT
 NA0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0769
 NA0769  HISTORY     - Date     Condition        Report By
 NA0769  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0769  HISTORY     - 1931     GOOD             NGS
 NA0769
 NA0769                          STATION DESCRIPTION
 NA0769
 NA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0769'1.1 MI W FROM ST. JOHNSVILLE.
 NA0769'ON TOP OF SOUTH WALL OF CONCRETE CULVERT ABOUT 5 RAILS EAST OF
 NA0769'MILEPOST N.Y. 208.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1262 ***********************************************************************
 KU1262  DESIGNATION -  208
 KU1262  PID         -  KU1262
 KU1262  STATE/COUNTY-  NY/KINGS
 KU1262  USGS QUAD   -  CONEY ISLAND (1979)
 KU1262
 KU1262                         *CURRENT SURVEY CONTROL
 KU1262  ___________________________________________________________________
 KU1262* NAD 83(1986)-  40 34 41.     (N)    073 59 07.     (W)     SCALED    
 KU1262* NAVD 88     -         3.096  (meters)      10.16   (feet)  ADJUSTED  
 KU1262  ___________________________________________________________________
 KU1262  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU1262  DYNAMIC HT  -           3.095 (meters)      10.15  (feet)  COMP
 KU1262  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 KU1262
 KU1262  VERT ORDER  -  FIRST     CLASS II
 KU1262
 KU1262.The horizontal coordinates were scaled from a topographic map and have
 KU1262.an estimated accuracy of +/- 6 seconds.
 KU1262
 KU1262.The orthometric height was determined by differential leveling
 KU1262.and adjusted by the National Geodetic Survey in June 1991..
 KU1262
 KU1262.The geoid height was determined by GEOID03.
 KU1262
 KU1262.The dynamic height is computed by dividing the NAVD 88
 KU1262.geopotential number by the normal gravity value computed on the
 KU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1262.degrees latitude (g = 980.6199 gals.).
 KU1262
 KU1262.The modeled gravity was interpolated from observed gravity values.
 KU1262
 KU1262;                    North         East    Units  Estimated Accuracy
 KU1262;SPC NY L     -    45,680.      301,250.      MT  (+/- 180 meters Scaled)
 KU1262
 KU1262                          SUPERSEDED SURVEY CONTROL
 KU1262
 KU1262  NGVD 29 (??/??/92)    3.437  (m)           11.28   (f) ADJ UNCH    1 2
 KU1262
 KU1262.Superseded values are not recommended for survey control.
 KU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1262.See file dsdata.txt to determine how the superseded data were derived.
 KU1262
 KU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858924(NAD 83)
 KU1262_MARKER: Z = SEE DESCRIPTION
 KU1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1262_SP_SET: BUILDING
 KU1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1262
 KU1262  HISTORY     - Date     Condition        Report By
 KU1262  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1262  HISTORY     - 1952     GOOD             NGS
 KU1262  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1262  HISTORY     - 20060616 MARK NOT FOUND   GEOCAC
 KU1262
 KU1262                          STATION DESCRIPTION
 KU1262
 KU1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1262'AT NEW YORK.
 KU1262'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT CONEY ISLAND, ON THE WEST
 KU1262'SIDE OF WEST 17TH STREET BETWEEN NEPTUNE AND MERMAID AVENUES, IN
 KU1262'THE EAST FACE OF PUBLIC SCHOOL NO. 80, 1 FOOT SOUTH OF SOUTH
 KU1262'RETAINING WALL OF MAIN EAST ENTRANCE TO BUILDING AND IS THE TOP
 KU1262'OF A CURVED BRACKET WHICH EXTENDS FROM A PLATE IN THE VERTICAL
 KU1262'FACE OF WALL ABOUT 1 FOOT ABOVE GROUND.
 KU1262
 KU1262                          STATION RECOVERY (1989)
 KU1262
 KU1262'RECOVERY NOTE BY US POWER SQUADRON 1989 (RA)
 KU1262'MARK NOT FOUND.
 KU1262
 KU1262                          STATION RECOVERY (2006)
 KU1262
 KU1262'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1262'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU1262' 
 KU1262'THE SCHOOL (PS 80) THAT OCCUPIED THIS LOCATION HAS BEEN DEMOLISHED AND
 KU1262'THE ENTIRE BLOCK FROM THE CHURCH ON THE CORNER OF NEPTUNE AVENUE TO
 KU1262'MERMAID AVENUE IS NOW RESIDENCES. THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0330 ***********************************************************************
 PJ0330  DESIGNATION -  208
 PJ0330  PID         -  PJ0330
 PJ0330  STATE/COUNTY-  NY/JEFFERSON
 PJ0330  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0330
 PJ0330                         *CURRENT SURVEY CONTROL
 PJ0330  ___________________________________________________________________
 PJ0330* NAD 83(1996)-  44 10 48.19594(N)    076 18 37.79990(W)     ADJUSTED  
 PJ0330* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PJ0330  ___________________________________________________________________
 PJ0330  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 PJ0330  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PJ0330
 PJ0330  HORZ ORDER  -  THIRD
 PJ0330
 PJ0330.The horizontal coordinates were established by classical geodetic methods
 PJ0330.and adjusted by the National Geodetic Survey in January 1999..
 PJ0330
 PJ0330.The orthometric height was scaled from a topographic map.
 PJ0330
 PJ0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0330
 PJ0330.The geoid height was determined by GEOID03.
 PJ0330
 PJ0330;                    North         East     Units Scale Factor Converg.
 PJ0330;SPC NY C     -   464,307.087   271,815.278   MT  0.99994335   +0 11 24.5
 PJ0330;SPC NY C     - 1,523,314.17    891,780.62   sFT  0.99994335   +0 11 24.5
 PJ0330;UTM  18      - 4,892,706.351   395,249.819   MT  0.99973495   -0 54 48.2
 PJ0330
 PJ0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0330!SPC NY C     -   0.99999298  x   0.99994335  =   0.99993633
 PJ0330!UTM  18      -   0.99999298  x   0.99973495  =   0.99972794
 PJ0330
 PJ0330:                Primary Azimuth Mark                     Grid Az
 PJ0330:SPC NY C     -  REF MON 86 IWC 209 IWC                   001 19 04.3
 PJ0330:UTM  18      -  REF MON 86 IWC 209 IWC                   002 25 17.0
 PJ0330
 PJ0330|---------------------------------------------------------------------|
 PJ0330| PID    Reference Object                     Distance      Geod. Az  |
 PJ0330|                                                           dddmmss.s |
 PJ0330| PJ0315 REF MON 86 IWC 209 IWC              APPROX. 2.5 KM 0013028.8 |
 PJ0330| CZ7375 208 RM 2                             27.837 METERS 04832     |
 PJ0330| PJ0329 208 IWC ECC                           0.444 METERS 06039     |
 PJ0330| CZ7374 208 RM 1                              3.919 METERS 33814     |
 PJ0330|---------------------------------------------------------------------|
 PJ0330
 PJ0330                          SUPERSEDED SURVEY CONTROL
 PJ0330
 PJ0330  NAD 83(1986)-  44 10 48.19739(N)    076 18 37.79517(W) AD(       ) 3
 PJ0330  NAD 27      -  44 10 48.02500(N)    076 18 39.03800(W) AD(       ) 3
 PJ0330
 PJ0330.Superseded values are not recommended for survey control.
 PJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0330.See file dsdata.txt to determine how the superseded data were derived.
 PJ0330
 PJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9525092706(NAD 83)
 PJ0330_MARKER: DD = SURVEY DISK
 PJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PJ0330
 PJ0330  HISTORY     - Date     Condition        Report By
 PJ0330  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0330  HISTORY     - 1957     GOOD             IBC
 PJ0330
 PJ0330                          STATION DESCRIPTION
 PJ0330
 PJ0330'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0330'ON THE NORTHWESTERNMOST POINT OF CARLETON ISLAND IN THE ST LAWRENCE
 PJ0330'RIVER.  THE STATION IS ABOUT 288 FEET SOUTHWESTERLY FROM CARLETON
 PJ0330'ISLAND LIGHT TOWER, ABOUT 5 FEET EAST OF THE TOP OF THE RIVER BANK AND
 PJ0330'ABOUT 20 FEET ABOVE THE WATER LEVEL.
 PJ0330'
 PJ0330'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0330'DISK STATION MARK SET FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP
 PJ0330'OF A CYLINDER OF CONCRETE 9 INCHES IN DIAMETER AND 30 INCHES IN DEPTH.
 PJ0330'THE SUBSURFACE MARK IS A BRASS SCREW SET IN CONCRETE 30 INCHES
 PJ0330'UNDERGROUND.  THE STATION WAS OCCUPIED ECCENTRICALLY AS 208 - SUB.
 PJ0330'THERE ARE TWO REFERENCE MARKS.  REFERENCE MARK 1 IS A LEAD PLUG IN
 PJ0330'CENTER OF SOUTH SQUARE - TOPPED STONE POST, 8 INCHES SQUARE, 6 INCHES
 PJ0330'ABOVE GROUND, INSCRIBED---U.S.L.H.E.---  IT IS N 21 DEG 46 MIN W,
 PJ0330'DISTANT 128.60 FEET FROM THE STATION.  REFERENCE
 PJ0330'MARK 2 IS A DRILL HOLE IN A FLAT ROCK ABOUT 5 - BY 6 FEET BY 2 FEET
 PJ0330'HIGH.  IT IS N 48 DEG 32 MIN E, DISTANT 91.33
 PJ0330'FEET FROM THE STATION.  THE ECCENTRIC STATION 208 - SUB WAS 1.46 FEET
 PJ0330'FROM THE STATION N 61 DEG 05 MIN E.
 PJ0330
 PJ0330                          STATION RECOVERY (1957)
 PJ0330
 PJ0330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0330'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0441 ***********************************************************************
 KV0441  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0441  DESIGNATION -  2089 BOR
 KV0441  PID         -  KV0441
 KV0441  STATE/COUNTY-  NY/RICHMOND
 KV0441  USGS QUAD   -  ELIZABETH (1995)
 KV0441
 KV0441                         *CURRENT SURVEY CONTROL
 KV0441  ___________________________________________________________________
 KV0441* NAD 83(1986)-  40 38 19.     (N)    074 08 34.     (W)     SCALED    
 KV0441* NAVD 88     -         2.830  (meters)       9.28   (feet)  ADJUSTED  
 KV0441  ___________________________________________________________________
 KV0441  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV0441  DYNAMIC HT  -           2.829 (meters)       9.28  (feet)  COMP
 KV0441  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 KV0441
 KV0441  VERT ORDER  -  FIRST     CLASS II
 KV0441
 KV0441.The horizontal coordinates were scaled from a topographic map and have
 KV0441.an estimated accuracy of +/- 6 seconds.
 KV0441
 KV0441.The orthometric height was determined by differential leveling
 KV0441.and adjusted by the National Geodetic Survey in June 1991..
 KV0441
 KV0441.This Tidal Bench Mark is designated as VM 13816
 KV0441.by the Center for Operational Oceanographic Products and Services.
 KV0441
 KV0441.The geoid height was determined by GEOID03.
 KV0441
 KV0441.The dynamic height is computed by dividing the NAVD 88
 KV0441.geopotential number by the normal gravity value computed on the
 KV0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0441.degrees latitude (g = 980.6199 gals.).
 KV0441
 KV0441.The modeled gravity was interpolated from observed gravity values.
 KV0441
 KV0441;                    North         East    Units  Estimated Accuracy
 KV0441;SPC NY L     -    52,420.      287,920.      MT  (+/- 180 meters Scaled)
 KV0441
 KV0441                          SUPERSEDED SURVEY CONTROL
 KV0441
 KV0441  NGVD 29 (04/16/92)    3.165  (m)           10.38   (f) ADJUSTED    1 2
 KV0441
 KV0441.Superseded values are not recommended for survey control.
 KV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0441.See file dsdata.txt to determine how the superseded data were derived.
 KV0441
 KV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK724989(NAD 83)
 KV0441_MARKER: Q = CHISELED SQUARE
 KV0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0441_SP_SET: WALL
 KV0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0441
 KV0441  HISTORY     - Date     Condition        Report By
 KV0441  HISTORY     - 1952     MONUMENTED       NY-085
 KV0441  HISTORY     - 1952     GOOD             CGS
 KV0441
 KV0441                          STATION DESCRIPTION
 KV0441
 KV0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0441'AT STATEN ISLAND.
 KV0441'ON STATEN ISLAND, ALONG RICHMOND TERRACE, AT JUNCTION OF JOHN
 KV0441'STREET, ABOUT 95 YARDS EAST OF BAYONNE BRIDGE OVERPASS OVER
 KV0441'RICHMOND TERRACE, AN OUTLINE SQUARE IN THE TOP OF A CONCRETE
 KV0441'RETAINING WALL, 23 1/2 FEET NORTH OF CENTER LINE OF RICHMOND
 KV0441'TERRACE, 140 FEET WEST OF CENTER OF JUNCTION OF JOHN STREET,
 KV0441'44 FEET WEST OF SOUTHEAST CORNER OF A STEEL WOVEN FENCE, 1/2
 KV0441'FOOT SOUTH OF A STEEL FENCE POST OF FENCE ON TOP OF RETAINING
 KV0441'WALL AND ABOUT LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1530 ***********************************************************************
 LX1530  DESIGNATION -  209.4
 LX1530  PID         -  LX1530
 LX1530  STATE/COUNTY-  NY/DUTCHESS
 LX1530  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1530
 LX1530                         *CURRENT SURVEY CONTROL
 LX1530  ___________________________________________________________________
 LX1530* NAD 83(1986)-  41 41 41.     (N)    073 55 18.     (W)     SCALED    
 LX1530* NAVD 88     -        63.580  (meters)     208.60   (feet)  ADJUSTED  
 LX1530  ___________________________________________________________________
 LX1530  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1530  DYNAMIC HT  -          63.557 (meters)     208.52  (feet)  COMP
 LX1530  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 LX1530
 LX1530  VERT ORDER  -  FIRST     CLASS II
 LX1530
 LX1530.The horizontal coordinates were scaled from a topographic map and have
 LX1530.an estimated accuracy of +/- 6 seconds.
 LX1530
 LX1530.The orthometric height was determined by differential leveling
 LX1530.and adjusted by the National Geodetic Survey in June 1991..
 LX1530.WARNING-Repeat measurements at this control monument indicate possible
 LX1530.vertical movement.
 LX1530
 LX1530.The geoid height was determined by GEOID03.
 LX1530
 LX1530.The dynamic height is computed by dividing the NAVD 88
 LX1530.geopotential number by the normal gravity value computed on the
 LX1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1530.degrees latitude (g = 980.6199 gals.).
 LX1530
 LX1530.The modeled gravity was interpolated from observed gravity values.
 LX1530
 LX1530;                    North         East    Units  Estimated Accuracy
 LX1530;SPC NY E     -   317,860.      198,140.      MT  (+/- 180 meters Scaled)
 LX1530
 LX1530                          SUPERSEDED SURVEY CONTROL
 LX1530
 LX1530.No superseded survey control is available for this station.
 LX1530
 LX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM897164(NAD 83)
 LX1530_MARKER: DD = SURVEY DISK
 LX1530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1530_SP_SET: BUILDING
 LX1530_STAMPING: 209.4
 LX1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1530
 LX1530  HISTORY     - Date     Condition        Report By
 LX1530  HISTORY     - UNK      MONUMENTED       NYGS
 LX1530  HISTORY     - 1955     GOOD             NGS
 LX1530  HISTORY     - 1963     GOOD             NGS
 LX1530  HISTORY     - 1978     GOOD             NGS
 LX1530
 LX1530                          STATION DESCRIPTION
 LX1530
 LX1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1530'AT POUGHKEEPSIE.
 LX1530'AT POUGHKEEPSIE, ALONG HOOKER AVENUE (STATE HIGHWAY 376), IN
 LX1530'THE NORTHEAST ANGLE OF JUNCTION OF HOOKER AND HANSCOM AVENUES,
 LX1530'SET VERTICALLY IN THE SOUTH FACE OF DUTCH REFORMED CHURCH
 LX1530'BUILDING, 37 FEET EAST OF SOUTHWEST CORNER OF BUILDING AND 4
 LX1530'FEET ABOVE GROUND.
 LX1530
 LX1530                          STATION RECOVERY (1963)
 LX1530
 LX1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1530'RECOVERED IN GOOD CONDITION.
 LX1530
 LX1530                          STATION RECOVERY (1978)
 LX1530
 LX1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0453 ***********************************************************************
 KV0453  DESIGNATION -  2095 BOR
 KV0453  PID         -  KV0453
 KV0453  STATE/COUNTY-  NY/RICHMOND
 KV0453  USGS QUAD   -  ELIZABETH (1995)
 KV0453
 KV0453                         *CURRENT SURVEY CONTROL
 KV0453  ___________________________________________________________________
 KV0453* NAD 83(1986)-  40 38 31.     (N)    074 11 00.     (W)     SCALED    
 KV0453* NAVD 88     -         3.299  (meters)      10.82   (feet)  ADJUSTED  
 KV0453  ___________________________________________________________________
 KV0453  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0453  DYNAMIC HT  -           3.297 (meters)      10.82  (feet)  COMP
 KV0453  MODELED GRAV-     980,223.5   (mgal)                       NAVD 88
 KV0453
 KV0453  VERT ORDER  -  FIRST     CLASS II
 KV0453
 KV0453.The horizontal coordinates were scaled from a topographic map and have
 KV0453.an estimated accuracy of +/- 6 seconds.
 KV0453
 KV0453.The orthometric height was determined by differential leveling
 KV0453.and adjusted by the National Geodetic Survey in June 1991..
 KV0453
 KV0453.The geoid height was determined by GEOID03.
 KV0453
 KV0453.The dynamic height is computed by dividing the NAVD 88
 KV0453.geopotential number by the normal gravity value computed on the
 KV0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0453.degrees latitude (g = 980.6199 gals.).
 KV0453
 KV0453.The modeled gravity was interpolated from observed gravity values.
 KV0453
 KV0453;                    North         East    Units  Estimated Accuracy
 KV0453;SPC NY L     -    52,790.      284,490.      MT  (+/- 180 meters Scaled)
 KV0453
 KV0453                          SUPERSEDED SURVEY CONTROL
 KV0453
 KV0453  NGVD 29 (04/16/92)    3.631  (m)           11.91   (f) ADJUSTED    1 2
 KV0453
 KV0453.Superseded values are not recommended for survey control.
 KV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0453.See file dsdata.txt to determine how the superseded data were derived.
 KV0453
 KV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK690993(NAD 83)
 KV0453_MARKER: Q = CHISELED SQUARE
 KV0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0453_SP_SET: BRIDGE BANISTER
 KV0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0453+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2001
 KV0453
 KV0453  HISTORY     - Date     Condition        Report By
 KV0453  HISTORY     - 1952     MONUMENTED       NY-085
 KV0453  HISTORY     - 1952     GOOD             CGS
 KV0453  HISTORY     - 20010111 GOOD             PORANY
 KV0453
 KV0453                          STATION DESCRIPTION
 KV0453
 KV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0453'AT STATEN ISLAND.
 KV0453'ON STATEN ISLAND, AT ARLINGTON, ABOUT 0.2 MILE NORTHWEST ALONG
 KV0453'RICHMOND TERRACE FROM THE JUNCTION OF WESTERN AVENUE, IN THE TOP
 KV0453'OF THE NORTHEAST CONCRETE BANISTER OF A 12-FOOT CONCRETE BRIDGE ON
 KV0453'RICHMOND TERRACE, 13 FEET NORTHWEST OF SOUTHEAST END OF BANISTER
 KV0453'AND ABOUT 3 FEET ABOVE RICHMOND TERRACE.
 KV0453
 KV0453                          STATION RECOVERY (2001)
 KV0453
 KV0453'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0453'CAUTION, SEVERAL BOXCUTS WERE FOUND ON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1420 ***********************************************************************
 PH1420  DESIGNATION -  21
 PH1420  PID         -  PH1420
 PH1420  STATE/COUNTY-  NY/ST LAWRENCE
 PH1420  USGS QUAD   -  MORRISTOWN (1982)
 PH1420
 PH1420                         *CURRENT SURVEY CONTROL
 PH1420  ___________________________________________________________________
 PH1420* NAD 83(1986)-  44 31 52.     (N)    075 42 28.     (W)     SCALED    
 PH1420* NAVD 88     -       104.42   (+/-2cm)     342.6    (feet)  VERTCON   
 PH1420  ___________________________________________________________________
 PH1420  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 PH1420
 PH1420  VERT ORDER  -  ? (See Below)
 PH1420
 PH1420.The horizontal coordinates were scaled from a topographic map and have
 PH1420.an estimated accuracy of +/- 6 seconds.
 PH1420
 PH1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1420.The vertical order pertains to the NGVD 29 superseded value.
 PH1420
 PH1420.The geoid height was determined by GEOID03.
 PH1420
 PH1420;                    North         East    Units  Estimated Accuracy
 PH1420;SPC NY E     -   633,480.       54,010.      MT  (+/- 180 meters Scaled)
 PH1420
 PH1420                          SUPERSEDED SURVEY CONTROL
 PH1420
 PH1420  NGVD 29 (??/??/92)  104.553  (m)          343.02   (f) ADJ UNCH    ?  
 PH1420
 PH1420.Superseded values are not recommended for survey control.
 PH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1420.See file dsdata.txt to determine how the superseded data were derived.
 PH1420
 PH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ437311(NAD 83)
 PH1420_MARKER: B = BOLT
 PH1420_SETTING: 80 = SET IN A BOULDER
 PH1420_SP_SET: BOULDER
 PH1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1420+STABILITY: SURFACE MOTION
 PH1420
 PH1420  HISTORY     - Date     Condition        Report By
 PH1420  HISTORY     - UNK      MONUMENTED       USLS
 PH1420  HISTORY     - 1943     GOOD             NGS
 PH1420
 PH1420                          STATION DESCRIPTION
 PH1420
 PH1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1420'2.5 MI NE FROM OAK POINT.
 PH1420'ABOUT 2-1/2 MILES NORTHEAST OF OAK POINT, ST. LAWRENCE COUNTY, ON
 PH1420'RIVER ROAD OPPOSITE THE JUNCTION OF A ROAD LEADING SOUTHEAST, ABOUT
 PH1420'595 FEET SOUTHWEST OF THE MRS. NELLIE MORE HOUSE, 3.6 FEET SOUTHEAST
 PH1420'OF A FENCE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET
 PH1420'NORTHWEST OF A TWIN ASH TREE, AND IN THE TOP OF A 2-1/2- BY 4-FOOT
 PH1420'BOULDER PROJECTING ABOUT 8 INCHES ABOVE GROUND.  THE TOP OF A 1/4-INCH
 PH1420'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0962 ***********************************************************************
 OF0962  DESIGNATION -  21
 OF0962  PID         -  OF0962
 OF0962  STATE/COUNTY-  NY/WAYNE
 OF0962  USGS QUAD   -  SODUS (1978)
 OF0962
 OF0962                         *CURRENT SURVEY CONTROL
 OF0962  ___________________________________________________________________
 OF0962* NAD 83(1986)-  43 12 27.     (N)    077 01 12.     (W)     SCALED    
 OF0962* NAVD 88     -       120.562  (meters)     395.54   (feet)  ADJUSTED  
 OF0962  ___________________________________________________________________
 OF0962  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OF0962  DYNAMIC HT  -         120.535 (meters)     395.46  (feet)  COMP
 OF0962  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 OF0962
 OF0962  VERT ORDER  -  SECOND    CLASS 0
 OF0962
 OF0962.The horizontal coordinates were scaled from a topographic map and have
 OF0962.an estimated accuracy of +/- 6 seconds.
 OF0962
 OF0962.The orthometric height was determined by differential leveling
 OF0962.and adjusted by the National Geodetic Survey in June 1991..
 OF0962.WARNING-Repeat measurements at this control monument indicate possible
 OF0962.vertical movement.
 OF0962
 OF0962.The geoid height was determined by GEOID03.
 OF0962
 OF0962.The dynamic height is computed by dividing the NAVD 88
 OF0962.geopotential number by the normal gravity value computed on the
 OF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0962.degrees latitude (g = 980.6199 gals.).
 OF0962
 OF0962.The modeled gravity was interpolated from observed gravity values.
 OF0962
 OF0962;                    North         East    Units  Estimated Accuracy
 OF0962;SPC NY C     -   356,310.      214,520.      MT  (+/- 180 meters Scaled)
 OF0962
 OF0962                          SUPERSEDED SURVEY CONTROL
 OF0962
 OF0962  NGVD 29 (??/??/92)  120.774  (m)          396.24   (f) ADJ UNCH    2 0
 OF0962
 OF0962.Superseded values are not recommended for survey control.
 OF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0962.See file dsdata.txt to determine how the superseded data were derived.
 OF0962
 OF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN359858(NAD 83)
 OF0962_MARKER: B = BOLT
 OF0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0962_SP_SET: BRIDGE STEP
 OF0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0962
 OF0962  HISTORY     - Date     Condition        Report By
 OF0962  HISTORY     - UNK      MONUMENTED       PRR
 OF0962  HISTORY     - 1942     GOOD             NGS
 OF0962  HISTORY     - 19991114 GOOD             USPSQD
 OF0962
 OF0962                          STATION DESCRIPTION
 OF0962
 OF0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0962'1.0 MI SW FROM WALLINGTON.
 OF0962'TO REACH FROM THE RAILROAD STATION AT WALLINGTON, PROCEED 1.0
 OF0962'SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD TO AN ARCH BRIDGE NO.
 OF0962'28.80, OVER SALMON CREEK, AND 0.2 MILE NORTH OF RAILROAD STATION AT
 OF0962'SODUS CENTRE AND SITE OF BENCH MARK.
 OF0962'BENCH MARK IS A COPPER BOLT SET VERTICALLY IN THE FIRST STEP OF
 OF0962'THE SOUTHWEST WINGWALL. IT IS 28.0 YARDS SOUTH OF A WHISTLE POST,
 OF0962'14.0 FEET WEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK.
 OF0962
 OF0962                          STATION RECOVERY (1999)
 OF0962
 OF0962'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1291 ***********************************************************************
 LX1291  DESIGNATION -  21
 LX1291  PID         -  LX1291
 LX1291  STATE/COUNTY-  NY/PUTNAM
 LX1291  USGS QUAD   -  LAKE CARMEL (1981)
 LX1291
 LX1291                         *CURRENT SURVEY CONTROL
 LX1291  ___________________________________________________________________
 LX1291* NAD 83(1986)-  41 25 08.     (N)    073 40 26.     (W)     SCALED    
 LX1291* NAVD 88     -       147.806  (meters)     484.93   (feet)  ADJUSTED  
 LX1291  ___________________________________________________________________
 LX1291  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX1291  DYNAMIC HT  -         147.755 (meters)     484.76  (feet)  COMP
 LX1291  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LX1291
 LX1291  VERT ORDER  -  SECOND    CLASS 0
 LX1291
 LX1291.The horizontal coordinates were scaled from a topographic map and have
 LX1291.an estimated accuracy of +/- 6 seconds.
 LX1291
 LX1291.The orthometric height was determined by differential leveling
 LX1291.and adjusted by the National Geodetic Survey in June 1991..
 LX1291
 LX1291.The geoid height was determined by GEOID03.
 LX1291
 LX1291.The dynamic height is computed by dividing the NAVD 88
 LX1291.geopotential number by the normal gravity value computed on the
 LX1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1291.degrees latitude (g = 980.6199 gals.).
 LX1291
 LX1291.The modeled gravity was interpolated from observed gravity values.
 LX1291
 LX1291;                    North         East    Units  Estimated Accuracy
 LX1291;SPC NY E     -   287,390.      219,060.      MT  (+/- 180 meters Scaled)
 LX1291
 LX1291                          SUPERSEDED SURVEY CONTROL
 LX1291
 LX1291  NGVD 29 (??/??/92)  148.081  (m)          485.83   (f) ADJ UNCH    2 0
 LX1291
 LX1291.Superseded values are not recommended for survey control.
 LX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1291.See file dsdata.txt to determine how the superseded data were derived.
 LX1291
 LX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL108861(NAD 83)
 LX1291_MARKER: N = NAIL
 LX1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1291_SP_SET: MAPLE TREE
 LX1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1291
 LX1291  HISTORY     - Date     Condition        Report By
 LX1291  HISTORY     - UNK      MONUMENTED       NYHD
 LX1291  HISTORY     - 1935     GOOD             NGS
 LX1291
 LX1291                          STATION DESCRIPTION
 LX1291
 LX1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1291'AT CARMEL.
 LX1291'AT CARMEL, PUTNAM COUNTY, ON U.S. HIGHWAY 6, 450 FEET NORTH OF
 LX1291'THE NEW YORK CENTRAL RAILROAD OVERPASS, 50 FEET SOUTHWEST OF A
 LX1291'TWO-STORY HOUSE, 45 FEET WEST OF A TWO-CAR GARAGE, 20 FEET WEST
 LX1291'OF AN IRON WELL-PUMP, 20 FEET EAST OF THE CENTER LINE OF THE
 LX1291'HIGHWAY, AND IN THE ROOT OF A 20-INCH MAPLE TREE.  A NAIL AND
 LX1291'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1517 ***********************************************************************
 PH1517  DESIGNATION -  21 RB 187 USGS RESET 1982
 PH1517  PID         -  PH1517
 PH1517  STATE/COUNTY-  NY/FRANKLIN
 PH1517  USGS QUAD   -  BOMBAY (1987)
 PH1517
 PH1517                         *CURRENT SURVEY CONTROL
 PH1517  ___________________________________________________________________
 PH1517* NAD 83(1986)-  44 58 20.     (N)    074 33 17.     (W)     SCALED    
 PH1517* NAVD 88     -        59.50   (meters)     195.2    (feet)  RESET     
 PH1517  ___________________________________________________________________
 PH1517  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PH1517
 PH1517  VERT ORDER  -  THIRD
 PH1517
 PH1517.The horizontal coordinates were scaled from a topographic map and have
 PH1517.an estimated accuracy of +/- 6 seconds.
 PH1517
 PH1517.The orthometric height was computed from unverified reset data.
 PH1517.No vertical observational check was made to the station.
 PH1517
 PH1517.The geoid height was determined by GEOID03.
 PH1517
 PH1517;                    North         East    Units  Estimated Accuracy
 PH1517;SPC NY E     -   681,790.      145,680.      MT  (+/- 180 meters Scaled)
 PH1517
 PH1517                          SUPERSEDED SURVEY CONTROL
 PH1517
 PH1517.No superseded survey control is available for this station.
 PH1517
 PH1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ351799(NAD 83)
 PH1517_MARKER: DB = BENCH MARK DISK
 PH1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1517_STAMPING: 21 RB 1963 RESET 1982
 PH1517_PROJECTION: FLUSH
 PH1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1517+STABILITY: SURFACE MOTION
 PH1517
 PH1517  HISTORY     - Date     Condition        Report By
 PH1517  HISTORY     - 1982     MONUMENTED       NYDT
 PH1517
 PH1517                          STATION DESCRIPTION
 PH1517
 PH1517'DESCRIBED BY NY DEPT OF TRANSP 1982
 PH1517'3.15 MI SW FROM FORT COVINGTON.
 PH1517'3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 PH1517'WATER STREET IN FORT COVINGTON, 45.5 FEET EAST OF THE INTERSECTION OF
 PH1517'THE FOY-ELDRED ROAD ALONG THE CENTERLINE OF ROUTE 37, AND 38.5 FEET
 PH1517'SOUTH OF THE CENTERLINE.
 PH1517'THE MARK IS 1.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1613 ***********************************************************************
 KU1613  DESIGNATION -  210 NC
 KU1613  PID         -  KU1613
 KU1613  STATE/COUNTY-  NY/NASSAU
 KU1613  USGS QUAD   -  HUNTINGTON (1979)
 KU1613
 KU1613                         *CURRENT SURVEY CONTROL
 KU1613  ___________________________________________________________________
 KU1613* NAD 83(1986)-  40 50 56.     (N)    073 29 49.     (W)     SCALED    
 KU1613* NAVD 88     -        51.290  (meters)     168.27   (feet)  ADJUSTED  
 KU1613  ___________________________________________________________________
 KU1613  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU1613  DYNAMIC HT  -          51.271 (meters)     168.21  (feet)  COMP
 KU1613  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU1613
 KU1613  VERT ORDER  -  SECOND    CLASS 0
 KU1613
 KU1613.The horizontal coordinates were scaled from a topographic map and have
 KU1613.an estimated accuracy of +/- 6 seconds.
 KU1613
 KU1613.The orthometric height was determined by differential leveling
 KU1613.and adjusted by the National Geodetic Survey in June 1991..
 KU1613
 KU1613.The geoid height was determined by GEOID03.
 KU1613
 KU1613.The dynamic height is computed by dividing the NAVD 88
 KU1613.geopotential number by the normal gravity value computed on the
 KU1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1613.degrees latitude (g = 980.6199 gals.).
 KU1613
 KU1613.The modeled gravity was interpolated from observed gravity values.
 KU1613
 KU1613;                    North         East    Units  Estimated Accuracy
 KU1613;SPC NY L     -    75,880.      342,420.      MT  (+/- 180 meters Scaled)
 KU1613
 KU1613                          SUPERSEDED SURVEY CONTROL
 KU1613
 KU1613  NGVD 29 (??/??/92)   51.61   (m)          169.3    (f) COMPUTED    2 0
 KU1613
 KU1613.Superseded values are not recommended for survey control.
 KU1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1613.See file dsdata.txt to determine how the superseded data were derived.
 KU1613
 KU1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL267230(NAD 83)
 KU1613_MARKER: Z = SEE DESCRIPTION
 KU1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1613_STAMPING: NC BM 210
 KU1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1613+STABILITY: SURFACE MOTION
 KU1613
 KU1613  HISTORY     - Date     Condition        Report By
 KU1613  HISTORY     - UNK      MONUMENTED       NY-059
 KU1613  HISTORY     - 1932     GOOD             NGS
 KU1613  HISTORY     - 1935     GOOD             NGS
 KU1613  HISTORY     - 20031104 MARK NOT FOUND   NGS
 KU1613
 KU1613                          STATION DESCRIPTION
 KU1613
 KU1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1613'3 MI SE FROM OYSTER BAY.
 KU1613'3 MILES SOUTHEAST ALONG BERRY HILL ROAD AND STATE HIGHWAY 25 A
 KU1613'FROM OYSTER BAY, NASSAU COUNTY, AT A ROAD INTERSECTION, 35
 KU1613'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF
 KU1613'THE CENTERLINE OF THE ROAD, 40 FEET WEST OF A SIGN VILLAGE OF
 KU1613'OYSTER BAY COVE, AND 5 FEET NORTH OF POLE NYT 88 LIL.  A 1/2-INCH
 KU1613'COPPER PLUG, STAMPED NC BM 210 AND SET IN THE TOP OF AN 8-INCH
 KU1613'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KU1613
 KU1613                          STATION RECOVERY (1935)
 KU1613
 KU1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1613'RECOVERED IN GOOD CONDITION.
 KU1613
 KU1613                          STATION RECOVERY (2003)
 KU1613
 KU1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1613'THE LOCALITY SEARCHED WAS AT THE INTERSECTION OF GLENDALE DR, BASED ON
 KU1613'THE 2.8 MILES OUT FROM OYSTER BAY TO ADJOINING MARK R 25 AND THEN
 KU1613'GOING AN ADDITIONAL 0.2 MILE EAST ON RT 25 A FOR A TOTAL OF 3 MILES.
 KU1613'THIS MATCHED THE SCALED POSITION REASONABLY.
 KU1613' 
 KU1613'TAKING THE ALIGNMENT OF GLENDALE RD TO MATCH THE ALIGNMENT OF THE 1932
 KU1613'ROAD, NOT A BULLETPROOF ASSUMPTION, THE MARK IS EITHER GRADED OUT OR
 KU1613'BELOW THE PAVEMENT, WHICH HAS A HALF-WIDTH OF 18 FT. THE TWO OTHER
 KU1613'CALLED-FOR TIES, SIGN VILLAGE OF OYSTER BAY COVE AND POLE NYT 88 LIL,
 KU1613'NO LONGER EXIST IN THE AREA.
 KU1613' 
 KU1613'A TRIG ELEVATION BROUGHT IN FROM R 25 MIGHT CONFIRM THAT THIS IS THE
 KU1613'CORRECT SEARCH AREA BUT WAS NOT FEASIBLE THIS DATE BY SOLO WORKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0332 ***********************************************************************
 PJ0332  DESIGNATION -  210 SUB
 PJ0332  PID         -  PJ0332
 PJ0332  STATE/COUNTY-  NY/JEFFERSON
 PJ0332  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0332
 PJ0332                         *CURRENT SURVEY CONTROL
 PJ0332  ___________________________________________________________________
 PJ0332* NAD 83(1996)-  44 10 10.21894(N)    076 18 40.94391(W)     ADJUSTED  
 PJ0332* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0332  ___________________________________________________________________
 PJ0332  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PJ0332  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 PJ0332
 PJ0332  HORZ ORDER  -  THIRD
 PJ0332
 PJ0332.The horizontal coordinates were established by classical geodetic methods
 PJ0332.and adjusted by the National Geodetic Survey in January 1999..
 PJ0332
 PJ0332.The orthometric height was scaled from a topographic map.
 PJ0332
 PJ0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0332
 PJ0332.The geoid height was determined by GEOID03.
 PJ0332
 PJ0332;                    North         East     Units Scale Factor Converg.
 PJ0332;SPC NY C     -   463,134.750   271,749.324   MT  0.99994332   +0 11 22.2
 PJ0332;SPC NY C     - 1,519,467.93    891,564.24   sFT  0.99994332   +0 11 22.2
 PJ0332;UTM  18      - 4,891,535.746   395,161.320   MT  0.99973518   -0 54 49.8
 PJ0332
 PJ0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0332!SPC NY C     -   0.99999346  x   0.99994332  =   0.99993678
 PJ0332!UTM  18      -   0.99999346  x   0.99973518  =   0.99972864
 PJ0332
 PJ0332|---------------------------------------------------------------------|
 PJ0332| PID    Reference Object                     Distance      Geod. Az  |
 PJ0332|                                                           dddmmss.s |
 PJ0332| PJ0331 210 SUB REF MK 1 IBC                  5.821 METERS 00022     |
 PJ0332| PJ0329 208 IWC ECC                         APPROX. 1.2 KM 0032539.7 |
 PJ0332| CZ7376 210 SUB RM 1                         10.296 METERS 18022     |
 PJ0332|---------------------------------------------------------------------|
 PJ0332
 PJ0332                          SUPERSEDED SURVEY CONTROL
 PJ0332
 PJ0332  NAD 83(1986)-  44 10 10.22092(N)    076 18 40.93905(W) AD(       ) 3
 PJ0332  NAD 27      -  44 10 10.04600(N)    076 18 42.18100(W) AD(       ) 3
 PJ0332
 PJ0332.Superseded values are not recommended for survey control.
 PJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0332.See file dsdata.txt to determine how the superseded data were derived.
 PJ0332
 PJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9516191536(NAD 83)
 PJ0332_MARKER: H = DRILL HOLE
 PJ0332_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0332
 PJ0332  HISTORY     - Date     Condition        Report By
 PJ0332  HISTORY     - 1940     MONUMENTED       IBC
 PJ0332  HISTORY     - 1957     GOOD             IBC
 PJ0332
 PJ0332                          STATION DESCRIPTION
 PJ0332
 PJ0332'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0332'ON THE NORTHWEST POINT OF THE HAMMERHEAD PENINSULA ON THE SOUTHWEST
 PJ0332'END OF CARLETON ISLAND IN THE ST LAWRENCE RIVER.  THE STATION IS ON
 PJ0332'THE FLAT OUTCROP OF LIMESTONE ABOUT 30 FEET WIDE WHICH BORDERS THE
 PJ0332'POINT.  IT IS ABOUT 15 FEET FROM THE WATERS EDGE, ABOUT 3 FEET ABOVE
 PJ0332'THE WATER, AND IS 4 INCHES NORTH OF A 6 - INCH CRACK IN THE ROCK.
 PJ0332'
 PJ0332'STATION MARK--A DRILL HOLE IN THE ROCK.  THERE ARE TWO REFERENCE
 PJ0332'MARKS.  REFERENCE MARK 1 IS AN INTERNATIONAL BOUNDARY COMMISSION
 PJ0332'STANDARD BRONZE DISK STATION MARK SET IN A DRILL HOLE IN THE ROCK
 PJ0332'19.11 FEET IN A NORTHERLY DIRECTION FROM THE STATION.  REFERENCE MARK
 PJ0332'2 IS A DRILL HOLE IN THE ROCK 33.78 FEET IN A SOUTHERLY DIRECTION
 PJ0332'FROM THE STATION AND ON THE STRAIGHT LINE PASSING THROUGH THE STATION
 PJ0332'AND REFERENCE MARK 1.
 PJ0332
 PJ0332                          STATION RECOVERY (1957)
 PJ0332
 PJ0332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0332'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0331 ***********************************************************************
 PJ0331  DESIGNATION -  210 SUB REF MK 1 IBC
 PJ0331  PID         -  PJ0331
 PJ0331  STATE/COUNTY-  NY/JEFFERSON
 PJ0331  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0331
 PJ0331                         *CURRENT SURVEY CONTROL
 PJ0331  ___________________________________________________________________
 PJ0331* NAD 83(1996)-  44 10 10.40752(N)    076 18 40.94222(W)     ADJUSTED  
 PJ0331* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0331  ___________________________________________________________________
 PJ0331  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PJ0331  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 PJ0331
 PJ0331  HORZ ORDER  -  THIRD
 PJ0331
 PJ0331.The horizontal coordinates were established by classical geodetic methods
 PJ0331.and adjusted by the National Geodetic Survey in January 1999..
 PJ0331
 PJ0331.The orthometric height was scaled from a topographic map.
 PJ0331
 PJ0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0331
 PJ0331.The geoid height was determined by GEOID03.
 PJ0331
 PJ0331;                    North         East     Units Scale Factor Converg.
 PJ0331;SPC NY C     -   463,140.571   271,749.343   MT  0.99994332   +0 11 22.2
 PJ0331;SPC NY C     - 1,519,487.02    891,564.30   sFT  0.99994332   +0 11 22.2
 PJ0331;UTM  18      - 4,891,541.564   395,161.451   MT  0.99973518   -0 54 49.8
 PJ0331
 PJ0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0331!SPC NY C     -   0.99999346  x   0.99994332  =   0.99993678
 PJ0331!UTM  18      -   0.99999346  x   0.99973518  =   0.99972864
 PJ0331
 PJ0331:                Primary Azimuth Mark                     Grid Az
 PJ0331:SPC NY C     -  CAPE VINCENT WATER TANK                  194 52 32.8
 PJ0331:UTM  18      -  CAPE VINCENT WATER TANK                  195 58 44.8
 PJ0331
 PJ0331|---------------------------------------------------------------------|
 PJ0331| PID    Reference Object                     Distance      Geod. Az  |
 PJ0331|                                                           dddmmss.s |
 PJ0331| PJ0186 CAPE VINCENT WATER TANK             APPROX. 5.6 KM 1950355.0 |
 PJ0331| PJ0194 CKWS TV MAST                        APPROX. 9.1 KM 2674203.9 |
 PJ0331| PJ0182 BAYFIELD IS SINGLE STA RNG LT       APPROX. 3.1 KM 3333338.2 |
 PJ0331|---------------------------------------------------------------------|
 PJ0331
 PJ0331                          SUPERSEDED SURVEY CONTROL
 PJ0331
 PJ0331  NAD 83(1986)-  44 10 10.40964(N)    076 18 40.93736(W) AD(       ) 3
 PJ0331  NAD 27      -  44 10 10.23472(N)    076 18 42.17932(W) AD(       ) 3
 PJ0331
 PJ0331.Superseded values are not recommended for survey control.
 PJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0331.See file dsdata.txt to determine how the superseded data were derived.
 PJ0331
 PJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9516191542(NAD 83)
 PJ0331_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PJ0331_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0331_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PJ0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0331+STABILITY: POSITION/ELEVATION WELL
 PJ0331
 PJ0331  HISTORY     - Date     Condition        Report By
 PJ0331  HISTORY     - 1940     MONUMENTED       IBC
 PJ0331  HISTORY     - 1957     GOOD             IBC
 PJ0331  HISTORY     - 1985     GOOD             NOS
 PJ0331
 PJ0331                          STATION DESCRIPTION
 PJ0331
 PJ0331'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JH)
 PJ0331'ON THE NORTHWEST POINT OF THE HAMMERHEAD PENINSULA ON THE SOUTHWEST
 PJ0331'END OF CARLETON ISLAND IN THE ST LAWRENCE RIVER.  THE STATION IS ON
 PJ0331'THE FLAT OUTCROP OF LIMESTONE ABOUT 30 FEET WIDE WHICH BORDERS THE
 PJ0331'POINT.
 PJ0331'
 PJ0331'STATION MARK--IS AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0331'DISK STATION MARK SET IN A DRILL HOLE IN THE ROCK.
 PJ0331
 PJ0331                          STATION RECOVERY (1957)
 PJ0331
 PJ0331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0331'RECOVERED IN GOOD CONDITION.
 PJ0331
 PJ0331                          STATION RECOVERY (1985)
 PJ0331
 PJ0331'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0331'THE STATION WAS RECOVERED AT THIS DATE.
 PJ0331'THE STATION WAS USED IN A THIRD ORDER CLASS ONE TRAVERSE
 PJ0331'WHICH CLOSED SUCESSFULLY ON OTHER EXISTING CONTROL IN THE AREA.
 PJ0331'
 PJ0331'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0331'
 PJ0331'RECOVERED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0304 ***********************************************************************
 OE0304  DESIGNATION -  210.0
 OE0304  PID         -  OE0304
 OE0304  STATE/COUNTY-  NY/HERKIMER
 OE0304  USGS QUAD   -  OPPENHEIM (1945)
 OE0304
 OE0304                         *CURRENT SURVEY CONTROL
 OE0304  ___________________________________________________________________
 OE0304* NAD 83(1986)-  43 00 17.     (N)    074 44 40.     (W)     SCALED    
 OE0304* NAVD 88     -       100.612  (meters)     330.09   (feet)  ADJUSTED  
 OE0304  ___________________________________________________________________
 OE0304  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 OE0304  DYNAMIC HT  -         100.585 (meters)     330.00  (feet)  COMP
 OE0304  MODELED GRAV-     980,346.6   (mgal)                       NAVD 88
 OE0304
 OE0304  VERT ORDER  -  FIRST     CLASS II
 OE0304
 OE0304.The horizontal coordinates were scaled from a topographic map and have
 OE0304.an estimated accuracy of +/- 6 seconds.
 OE0304
 OE0304.The orthometric height was determined by differential leveling
 OE0304.and adjusted by the National Geodetic Survey in June 1991..
 OE0304
 OE0304.The geoid height was determined by GEOID03.
 OE0304
 OE0304.The dynamic height is computed by dividing the NAVD 88
 OE0304.geopotential number by the normal gravity value computed on the
 OE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0304.degrees latitude (g = 980.6199 gals.).
 OE0304
 OE0304.The modeled gravity was interpolated from observed gravity values.
 OE0304
 OE0304;                    North         East    Units  Estimated Accuracy
 OE0304;SPC NY E     -   463,230.      130,070.      MT  (+/- 180 meters Scaled)
 OE0304
 OE0304                          SUPERSEDED SURVEY CONTROL
 OE0304
 OE0304  NGVD 29 (??/??/92)  100.768  (m)          330.60   (f) ADJ UNCH    1 2
 OE0304
 OE0304.Superseded values are not recommended for survey control.
 OE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0304.See file dsdata.txt to determine how the superseded data were derived.
 OE0304
 OE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN208613(NAD 83)
 OE0304_MARKER: Q = CHISELED SQUARE
 OE0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0304_SP_SET: MILEPOST
 OE0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0304
 OE0304  HISTORY     - Date     Condition        Report By
 OE0304  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0304  HISTORY     - 1931     GOOD             NGS
 OE0304
 OE0304                          STATION DESCRIPTION
 OE0304
 OE0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0304'0.2 MI W FROM EAST CREEK STATION.
 OE0304'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD.  AT MILEPOST N.Y. 210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2669 ***********************************************************************
 OF2669  DESIGNATION -  2100
 OF2669  PID         -  OF2669
 OF2669  STATE/COUNTY-  NY/MONROE
 OF2669  USGS QUAD   -  HAMLIN (1978)
 OF2669
 OF2669                         *CURRENT SURVEY CONTROL
 OF2669  ___________________________________________________________________
 OF2669* NAD 83(1996)-  43 17 04.58630(N)    077 56 36.49400(W)     ADJUSTED  
 OF2669* NAVD 88     -       108.5    (meters)     356.     (feet)  VERTCON   
 OF2669  ___________________________________________________________________
 OF2669  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OF2669  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF2669
 OF2669  HORZ ORDER  -  SECOND
 OF2669
 OF2669.The horizontal coordinates were established by classical geodetic methods
 OF2669.and adjusted by the National Geodetic Survey in January 1999..
 OF2669
 OF2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2669
 OF2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2669
 OF2669.The geoid height was determined by GEOID03.
 OF2669
 OF2669;                    North         East     Units Scale Factor Converg.
 OF2669;SPC NY W     -   364,985.462   401,930.392   MT  0.99997066   +0 26 19.4
 OF2669;SPC NY W     - 1,197,456.47  1,318,666.63   sFT  0.99997066   +0 26 19.4
 OF2669;UTM  18      - 4,796,628.487   261,186.429   MT  1.00030162   -2 01 08.6
 OF2669;UTM  17      - 4,796,958.106   747,986.936   MT  1.00035656   +2 05 48.1
 OF2669
 OF2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2669!SPC NY W     -   0.99998857  x   0.99997066  =   0.99995923
 OF2669!UTM  18      -   0.99998857  x   1.00030162  =   1.00029019
 OF2669!UTM  17      -   0.99998857  x   1.00035656  =   1.00034513
 OF2669
 OF2669:                Primary Azimuth Mark                     Grid Az
 OF2669:SPC NY W     -  2101                                     180 52 29.9
 OF2669:UTM  18      -  2101                                     183 19 57.9
 OF2669:UTM  17      -  2101                                     179 13 01.2
 OF2669
 OF2669|---------------------------------------------------------------------|
 OF2669| PID    Reference Object                     Distance      Geod. Az  |
 OF2669|                                                           dddmmss.s |
 OF2669| OF2668 2101                                APPROX. 0.8 KM 1811849.3 |
 OF2669| OF2670 1511                                APPROX. 0.5 KM 3594849.4 |
 OF2669|---------------------------------------------------------------------|
 OF2669
 OF2669                          SUPERSEDED SURVEY CONTROL
 OF2669
 OF2669  NAD 83(1986)-  43 17 04.59325(N)    077 56 36.49332(W) AD(       ) 2
 OF2669  NAD 27      -  43 17 04.38059(N)    077 56 37.44286(W) AD(       ) 2
 OF2669  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 OF2669
 OF2669.Superseded values are not recommended for survey control.
 OF2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2669.See file dsdata.txt to determine how the superseded data were derived.
 OF2669
 OF2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6118696628(NAD 83)
 OF2669_MARKER: DE = TRAVERSE STATION DISK
 OF2669_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2669
 OF2669  HISTORY     - Date     Condition        Report By
 OF2669  HISTORY     - 1974     MONUMENTED       NY-055
 OF2669
 OF2669                          STATION DESCRIPTION
 OF2669
 OF2669'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2669'IN CLARKSON IN SW CORNER OF INTERSECTION OF DRAKE RD AND HAMLIN
 OF2669'CLARKSON TOWN LINE RD, 14.4 FT W OF CL OF DRAKE RD, 11.2 FT S OF CL OF
 OF2669'HAMLIN CLARKSON TOWN LINE RD PRODUCED WESTERLY, 5.0 FT W OF EDGE OF
 OF2669'PAVEMENT OF DRAKE RD, 14.8 FT SE OF UTILITY POLE NM 35A, AND 4.6 FT E
 OF2669'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2669'STAMPED---2100---IN CONCRETE POST 0.6 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2668 ***********************************************************************
 OF2668  DESIGNATION -  2101
 OF2668  PID         -  OF2668
 OF2668  STATE/COUNTY-  NY/MONROE
 OF2668  USGS QUAD   -  HAMLIN (1978)
 OF2668
 OF2668                         *CURRENT SURVEY CONTROL
 OF2668  ___________________________________________________________________
 OF2668* NAD 83(1996)-  43 16 38.42937(N)    077 56 37.31498(W)     ADJUSTED  
 OF2668* NAVD 88     -       108.8    (meters)     357.     (feet)  VERTCON   
 OF2668  ___________________________________________________________________
 OF2668  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OF2668  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OF2668
 OF2668  HORZ ORDER  -  SECOND
 OF2668
 OF2668.The horizontal coordinates were established by classical geodetic methods
 OF2668.and adjusted by the National Geodetic Survey in January 1999..
 OF2668
 OF2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2668
 OF2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2668
 OF2668.The geoid height was determined by GEOID03.
 OF2668
 OF2668;                    North         East     Units Scale Factor Converg.
 OF2668;SPC NY W     -   364,178.149   401,918.062   MT  0.99997065   +0 26 18.6
 OF2668;SPC NY W     - 1,194,807.81  1,318,626.18   sFT  0.99997065   +0 26 18.6
 OF2668;UTM  18      - 4,795,822.178   261,139.476   MT  1.00030190   -2 01 08.2
 OF2668;UTM  17      - 4,796,150.462   747,997.972   MT  1.00035663   +2 05 46.5
 OF2668
 OF2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2668!SPC NY W     -   0.99998852  x   0.99997065  =   0.99995917
 OF2668!UTM  18      -   0.99998852  x   1.00030190  =   1.00029042
 OF2668!UTM  17      -   0.99998852  x   1.00035663  =   1.00034515
 OF2668
 OF2668:                Primary Azimuth Mark                     Grid Az
 OF2668:SPC NY W     -  2102                                     181 25 06.9
 OF2668:UTM  18      -  2102                                     183 52 33.7
 OF2668:UTM  17      -  2102                                     179 45 39.0
 OF2668
 OF2668|---------------------------------------------------------------------|
 OF2668| PID    Reference Object                     Distance      Geod. Az  |
 OF2668|                                                           dddmmss.s |
 OF2668| OF2667 2102                                APPROX. 0.8 KM 1815125.5 |
 OF2668|---------------------------------------------------------------------|
 OF2668
 OF2668                          SUPERSEDED SURVEY CONTROL
 OF2668
 OF2668  NAD 83(1986)-  43 16 38.43629(N)    077 56 37.31427(W) AD(       ) 2
 OF2668  NAD 27      -  43 16 38.22321(N)    077 56 38.26365(W) AD(       ) 2
 OF2668  NGVD 29 (07/19/86)  109.0    (m)          358.     (f) VERT ANG       
 OF2668
 OF2668.Superseded values are not recommended for survey control.
 OF2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2668.See file dsdata.txt to determine how the superseded data were derived.
 OF2668
 OF2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6113995822(NAD 83)
 OF2668_MARKER: DE = TRAVERSE STATION DISK
 OF2668_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2668
 OF2668  HISTORY     - Date     Condition        Report By
 OF2668  HISTORY     - 1974     MONUMENTED       NY-055
 OF2668
 OF2668                          STATION DESCRIPTION
 OF2668
 OF2668'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2668'IN CLARKSON ON W SIDE OF DRAKE RD, 2.7 MI N OF RIDGE RD, 0.5 MI S OF
 OF2668'HAMLIN CLARKSON TOWN LINE RD, 13.9 FT W OF CL OF DRAKE RD, 3.8 FT W OF
 OF2668'EDGE OF PAVEMENT, 18.2 FT N OF CL OF FIELD DR, AND 4.6 FT E OF MONROE
 OF2668'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2668'STAMPED---2101---IN CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2667 ***********************************************************************
 OF2667  DESIGNATION -  2102
 OF2667  PID         -  OF2667
 OF2667  STATE/COUNTY-  NY/MONROE
 OF2667  USGS QUAD   -  HAMLIN (1978)
 OF2667
 OF2667                         *CURRENT SURVEY CONTROL
 OF2667  ___________________________________________________________________
 OF2667* NAD 83(1996)-  43 16 12.81215(N)    077 56 38.45166(W)     ADJUSTED  
 OF2667* NAVD 88     -       111.9    (meters)     367.     (feet)  VERTCON   
 OF2667  ___________________________________________________________________
 OF2667  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 OF2667  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF2667
 OF2667  HORZ ORDER  -  SECOND
 OF2667
 OF2667.The horizontal coordinates were established by classical geodetic methods
 OF2667.and adjusted by the National Geodetic Survey in January 1999..
 OF2667
 OF2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2667
 OF2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2667
 OF2667.The geoid height was determined by GEOID03.
 OF2667
 OF2667;                    North         East     Units Scale Factor Converg.
 OF2667;SPC NY W     -   363,387.437   401,898.480   MT  0.99997062   +0 26 17.6
 OF2667;SPC NY W     - 1,192,213.62  1,318,561.93   sFT  0.99997062   +0 26 17.6
 OF2667;UTM  18      - 4,795,032.771   261,085.994   MT  1.00030221   -2 01 08.0
 OF2667;UTM  17      - 4,795,359.209   748,001.273   MT  1.00035665   +2 05 44.7
 OF2667
 OF2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2667!SPC NY W     -   0.99998803  x   0.99997062  =   0.99995865
 OF2667!UTM  18      -   0.99998803  x   1.00030221  =   1.00029024
 OF2667!UTM  17      -   0.99998803  x   1.00035665  =   1.00034468
 OF2667
 OF2667:                Primary Azimuth Mark                     Grid Az
 OF2667:SPC NY W     -  2103                                     180 21 17.0
 OF2667:UTM  18      -  2103                                     182 48 42.6
 OF2667:UTM  17      -  2103                                     178 41 49.9
 OF2667
 OF2667|---------------------------------------------------------------------|
 OF2667| PID    Reference Object                     Distance      Geod. Az  |
 OF2667|                                                           dddmmss.s |
 OF2667| OF2666 2103                                APPROX. 0.8 KM 1804734.6 |
 OF2667|---------------------------------------------------------------------|
 OF2667
 OF2667                          SUPERSEDED SURVEY CONTROL
 OF2667
 OF2667  NAD 83(1986)-  43 16 12.81904(N)    077 56 38.45091(W) AD(       ) 2
 OF2667  NAD 27      -  43 16 12.60554(N)    077 56 39.40006(W) AD(       ) 2
 OF2667  NGVD 29 (07/19/86)  112.1    (m)          368.     (f) VERT ANG       
 OF2667
 OF2667.Superseded values are not recommended for survey control.
 OF2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2667.See file dsdata.txt to determine how the superseded data were derived.
 OF2667
 OF2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6108695033(NAD 83)
 OF2667_MARKER: DE = TRAVERSE STATION DISK
 OF2667_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2667
 OF2667  HISTORY     - Date     Condition        Report By
 OF2667  HISTORY     - 1974     MONUMENTED       NY-055
 OF2667
 OF2667                          STATION DESCRIPTION
 OF2667
 OF2667'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2667'IN CLARKSON ON W SIDE OF DRAKE RD, 2.2 MI N OF RIDGE RD, 1.0 MI S OF
 OF2667'HAMLIN CLARKSON TOWN RD, 14.7 FT W OF CL OF DRAKE RD, 5.0 FT W OF EDGE
 OF2667'OF PAVEMENT, 56.3 FT S OF N RANGE LINE OF HSE NO 1271, AND 2.9 FT E OF
 OF2667'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2667'STAMPED---2102---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2666 ***********************************************************************
 OF2666  DESIGNATION -  2103
 OF2666  PID         -  OF2666
 OF2666  STATE/COUNTY-  NY/MONROE
 OF2666  USGS QUAD   -  HAMLIN (1978)
 OF2666
 OF2666                         *CURRENT SURVEY CONTROL
 OF2666  ___________________________________________________________________
 OF2666* NAD 83(1996)-  43 15 46.35390(N)    077 56 38.95273(W)     ADJUSTED  
 OF2666* NAVD 88     -       112.9    (meters)     370.     (feet)  VERTCON   
 OF2666  ___________________________________________________________________
 OF2666  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 OF2666  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OF2666
 OF2666  HORZ ORDER  -  SECOND
 OF2666
 OF2666.The horizontal coordinates were established by classical geodetic methods
 OF2666.and adjusted by the National Geodetic Survey in January 1999..
 OF2666
 OF2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2666
 OF2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2666
 OF2666.The geoid height was determined by GEOID03.
 OF2666
 OF2666;                    North         East     Units Scale Factor Converg.
 OF2666;SPC NY W     -   362,570.883   401,893.424   MT  0.99997061   +0 26 17.1
 OF2666;SPC NY W     - 1,189,534.64  1,318,545.34   sFT  0.99997061   +0 26 17.1
 OF2666;UTM  18      - 4,794,216.914   261,045.924   MT  1.00030245   -2 01 07.4
 OF2666;UTM  17      - 4,794,542.535   748,019.844   MT  1.00035677   +2 05 43.4
 OF2666
 OF2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2666!SPC NY W     -   0.99998787  x   0.99997061  =   0.99995848
 OF2666!UTM  18      -   0.99998787  x   1.00030245  =   1.00029032
 OF2666!UTM  17      -   0.99998787  x   1.00035677  =   1.00034464
 OF2666
 OF2666:                Primary Azimuth Mark                     Grid Az
 OF2666:SPC NY W     -  2104                                     179 19 59.4
 OF2666:UTM  18      -  2104                                     181 47 23.9
 OF2666:UTM  17      -  2104                                     177 40 33.1
 OF2666
 OF2666|---------------------------------------------------------------------|
 OF2666| PID    Reference Object                     Distance      Geod. Az  |
 OF2666|                                                           dddmmss.s |
 OF2666| OF2665 2104                                APPROX. 0.8 KM 1794616.5 |
 OF2666|---------------------------------------------------------------------|
 OF2666
 OF2666                          SUPERSEDED SURVEY CONTROL
 OF2666
 OF2666  NAD 83(1986)-  43 15 46.36080(N)    077 56 38.95194(W) AD(       ) 2
 OF2666  NAD 27      -  43 15 46.14686(N)    077 56 39.90088(W) AD(       ) 2
 OF2666  NGVD 29 (07/19/86)  113.1    (m)          371.     (f) VERT ANG       
 OF2666
 OF2666.Superseded values are not recommended for survey control.
 OF2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2666.See file dsdata.txt to determine how the superseded data were derived.
 OF2666
 OF2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6104694217(NAD 83)
 OF2666_MARKER: DE = TRAVERSE STATION DISK
 OF2666_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2666
 OF2666  HISTORY     - Date     Condition        Report By
 OF2666  HISTORY     - 1974     MONUMENTED       NY-055
 OF2666
 OF2666                          STATION DESCRIPTION
 OF2666
 OF2666'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2666'IN CLARKSON ON W SIDE OF DRAKE RD, 1.7 MI N OF RDIGE RD, 1.5 MI S OF
 OF2666'HAMLIN CLARKSON TOWN LINE RD, 14.1 FT W OF CL OF DRAKE RD, 3.7 FT W OF
 OF2666'EDGE OF PAVEMENT, 27.7 FT NE OF UTILITY POLE NM 1 4 6 8, AND 2.8 FT E
 OF2666'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2666'STAMPED---2103---IN CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2665 ***********************************************************************
 OF2665  DESIGNATION -  2104
 OF2665  PID         -  OF2665
 OF2665  STATE/COUNTY-  NY/MONROE
 OF2665  USGS QUAD   -  HAMLIN (1978)
 OF2665
 OF2665                         *CURRENT SURVEY CONTROL
 OF2665  ___________________________________________________________________
 OF2665* NAD 83(1996)-  43 15 20.31307(N)    077 56 38.81048(W)     ADJUSTED  
 OF2665* NAVD 88     -       114.2    (meters)     375.     (feet)  VERTCON   
 OF2665  ___________________________________________________________________
 OF2665  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 OF2665  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF2665
 OF2665  HORZ ORDER  -  SECOND
 OF2665
 OF2665.The horizontal coordinates were established by classical geodetic methods
 OF2665.and adjusted by the National Geodetic Survey in January 1999..
 OF2665
 OF2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2665
 OF2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2665
 OF2665.The geoid height was determined by GEOID03.
 OF2665
 OF2665;                    North         East     Units Scale Factor Converg.
 OF2665;SPC NY W     -   361,767.321   401,902.776   MT  0.99997063   +0 26 16.9
 OF2665;SPC NY W     - 1,186,898.29  1,318,576.02   sFT  0.99997063   +0 26 16.9
 OF2665;UTM  18      - 4,793,413.423   261,020.817   MT  1.00030260   -2 01 06.3
 OF2665;UTM  17      - 4,793,739.270   748,052.443   MT  1.00035697   +2 05 42.5
 OF2665
 OF2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2665!SPC NY W     -   0.99998766  x   0.99997063  =   0.99995829
 OF2665!UTM  18      -   0.99998766  x   1.00030260  =   1.00029026
 OF2665!UTM  17      -   0.99998766  x   1.00035697  =   1.00034463
 OF2665
 OF2665:                Primary Azimuth Mark                     Grid Az
 OF2665:SPC NY W     -  2105                                     179 24 00.1
 OF2665:UTM  18      -  2105                                     181 51 23.3
 OF2665:UTM  17      -  2105                                     177 44 34.5
 OF2665
 OF2665|---------------------------------------------------------------------|
 OF2665| PID    Reference Object                     Distance      Geod. Az  |
 OF2665|                                                           dddmmss.s |
 OF2665| OF2547 2105                                APPROX. 0.7 KM 1795017.0 |
 OF2665|---------------------------------------------------------------------|
 OF2665
 OF2665                          SUPERSEDED SURVEY CONTROL
 OF2665
 OF2665  NAD 83(1986)-  43 15 20.31995(N)    077 56 38.80964(W) AD(       ) 2
 OF2665  NAD 27      -  43 15 20.10585(N)    077 56 39.75845(W) AD(       ) 2
 OF2665  NGVD 29 (07/19/86)  114.4    (m)          375.     (f) VERT ANG       
 OF2665
 OF2665.Superseded values are not recommended for survey control.
 OF2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2665.See file dsdata.txt to determine how the superseded data were derived.
 OF2665
 OF2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6102193413(NAD 83)
 OF2665_MARKER: DE = TRAVERSE STATION DISK
 OF2665_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2665
 OF2665  HISTORY     - Date     Condition        Report By
 OF2665  HISTORY     - 1974     MONUMENTED       NY-055
 OF2665
 OF2665                          STATION DESCRIPTION
 OF2665
 OF2665'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2665'IN CLARKSON ON W SIDE OF DRAKE RD, 1.2 MI N OF RIDGE RD, 2.0 MI S OF
 OF2665'HAMLIN CLARKSON TOWN LINE RD, 15.9 FT W OF CL OF DRAKE RD, 4.9 FT W OF
 OF2665'EDGE OF PAVEMENT, 72.3 FT W OF UTILITY POLE NM 1 7 6 1, AND 1.8 FT E
 OF2665'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2665'STAMPED---2104---IN CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2547 ***********************************************************************
 OF2547  DESIGNATION -  2105
 OF2547  PID         -  OF2547
 OF2547  STATE/COUNTY-  NY/MONROE
 OF2547  USGS QUAD   -  BROCKPORT (1978)
 OF2547
 OF2547                         *CURRENT SURVEY CONTROL
 OF2547  ___________________________________________________________________
 OF2547* NAD 83(1996)-  43 14 57.69034(N)    077 56 38.72300(W)     ADJUSTED  
 OF2547* NAVD 88     -       117.5    (meters)     385.     (feet)  VERTCON   
 OF2547  ___________________________________________________________________
 OF2547  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OF2547  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OF2547
 OF2547  HORZ ORDER  -  SECOND
 OF2547
 OF2547.The horizontal coordinates were established by classical geodetic methods
 OF2547.and adjusted by the National Geodetic Survey in January 1999..
 OF2547
 OF2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2547
 OF2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2547
 OF2547.The geoid height was determined by GEOID03.
 OF2547
 OF2547;                    North         East     Units Scale Factor Converg.
 OF2547;SPC NY W     -   361,069.230   401,910.086   MT  0.99997064   +0 26 16.8
 OF2547;SPC NY W     - 1,184,607.97  1,318,600.01   sFT  0.99997064   +0 26 16.8
 OF2547;UTM  18      - 4,792,715.428   260,998.194   MT  1.00030273   -2 01 05.4
 OF2547;UTM  17      - 4,793,041.412   748,079.947   MT  1.00035714   +2 05 41.6
 OF2547
 OF2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2547!SPC NY W     -   0.99998714  x   0.99997064  =   0.99995778
 OF2547!UTM  18      -   0.99998714  x   1.00030273  =   1.00028987
 OF2547!UTM  17      -   0.99998714  x   1.00035714  =   1.00034428
 OF2547
 OF2547:                Primary Azimuth Mark                     Grid Az
 OF2547:SPC NY W     -  2106                                     194 32 30.4
 OF2547:UTM  18      -  2106                                     196 59 52.6
 OF2547:UTM  17      -  2106                                     192 53 05.6
 OF2547
 OF2547|---------------------------------------------------------------------|
 OF2547| PID    Reference Object                     Distance      Geod. Az  |
 OF2547|                                                           dddmmss.s |
 OF2547| OF2544 2106                                APPROX. 0.9 KM 1945847.2 |
 OF2547|---------------------------------------------------------------------|
 OF2547
 OF2547                          SUPERSEDED SURVEY CONTROL
 OF2547
 OF2547  NAD 83(1986)-  43 14 57.69721(N)    077 56 38.72211(W) AD(       ) 2
 OF2547  NAD 27      -  43 14 57.48288(N)    077 56 39.67093(W) AD(       ) 2
 OF2547  NGVD 29 (07/19/86)  117.7    (m)          386.     (f) VERT ANG       
 OF2547
 OF2547.Superseded values are not recommended for survey control.
 OF2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2547.See file dsdata.txt to determine how the superseded data were derived.
 OF2547
 OF2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6099892715(NAD 83)
 OF2547_MARKER: DE = TRAVERSE STATION DISK
 OF2547_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2547
 OF2547  HISTORY     - Date     Condition        Report By
 OF2547  HISTORY     - 1974     MONUMENTED       NY-055
 OF2547
 OF2547                          STATION DESCRIPTION
 OF2547
 OF2547'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2547'IN CLARKSON ON E SIDE OF DRAKE RD, 0.75 MI N OF RIDGE RD, 2.15 MI S OF
 OF2547'CLARKSON HAMLIN TOWN LINE RD, AND 15.1 FT E OF CL OF DRAKE RD, 5.5 FT
 OF2547'E OF EDGE OF PAVEMENT, 25.5 FT S OF CL OF DIRT DRIVEWAY TO HSE NO 1850
 OF2547'AND 1.8 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2547'MCGS DISK STAMPED---2105---IN CONCRETE POST 0.9 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2544 ***********************************************************************
 OF2544  DESIGNATION -  2106
 OF2544  PID         -  OF2544
 OF2544  STATE/COUNTY-  NY/MONROE
 OF2544  USGS QUAD   -  BROCKPORT (1978)
 OF2544
 OF2544                         *CURRENT SURVEY CONTROL
 OF2544  ___________________________________________________________________
 OF2544* NAD 83(1996)-  43 14 30.78076(N)    077 56 48.57179(W)     ADJUSTED  
 OF2544* NAVD 88     -       121.6    (meters)     399.     (feet)  VERTCON   
 OF2544  ___________________________________________________________________
 OF2544  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 OF2544  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF2544
 OF2544  HORZ ORDER  -  SECOND
 OF2544
 OF2544.The horizontal coordinates were established by classical geodetic methods
 OF2544.and adjusted by the National Geodetic Survey in January 1999..
 OF2544
 OF2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2544
 OF2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2544
 OF2544.The geoid height was determined by GEOID03.
 OF2544
 OF2544;                    North         East     Units Scale Factor Converg.
 OF2544;SPC NY W     -   360,237.142   401,694.246   MT  0.99997036   +0 26 09.8
 OF2544;SPC NY W     - 1,181,878.02  1,317,891.87   sFT  0.99997036   +0 26 09.8
 OF2544;UTM  18      - 4,791,893.081   260,746.812   MT  1.00030421   -2 01 11.2
 OF2544;UTM  17      - 4,792,203.109   747,888.181   MT  1.00035597   +2 05 33.8
 OF2544
 OF2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2544!SPC NY W     -   0.99998650  x   0.99997036  =   0.99995686
 OF2544!UTM  18      -   0.99998650  x   1.00030421  =   1.00029070
 OF2544!UTM  17      -   0.99998650  x   1.00035597  =   1.00034246
 OF2544
 OF2544|---------------------------------------------------------------------|
 OF2544| PID    Reference Object                     Distance      Geod. Az  |
 OF2544|                                                           dddmmss.s |
 OF2544| OF2538 TT 72 K                             372.315 METERS 18337     |
 OF2544| OF2539 TP 9044                             346.495 METERS 18715     |
 OF2544|---------------------------------------------------------------------|
 OF2544
 OF2544                          SUPERSEDED SURVEY CONTROL
 OF2544
 OF2544  NAD 83(1986)-  43 14 30.78762(N)    077 56 48.57084(W) AD(       ) 2
 OF2544  NAD 27      -  43 14 30.57294(N)    077 56 49.51959(W) AD(       ) 2
 OF2544  NGVD 29 (07/19/86)  121.8    (m)          400.     (f) VERT ANG       
 OF2544
 OF2544.Superseded values are not recommended for survey control.
 OF2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2544.See file dsdata.txt to determine how the superseded data were derived.
 OF2544
 OF2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6074791893(NAD 83)
 OF2544_MARKER: DE = TRAVERSE STATION DISK
 OF2544_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2544
 OF2544  HISTORY     - Date     Condition        Report By
 OF2544  HISTORY     - 1974     MONUMENTED       NY-055
 OF2544
 OF2544                          STATION DESCRIPTION
 OF2544
 OF2544'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2544'IN CLARKSON ON W SIDE OF DRAKE RD, 0.2 MI N OF RIDGE RD, 3.0 MI S OF
 OF2544'HAMLIN CLARKSON TOWN LINE RD, 12.9 FT W OF CL OF DRAKE RD, 5.2 FT W OF
 OF2544'EDGE OF PAVEMENT, 57.8 FT SW OF UTILITY POLE NM 2 1 0 7, AND 1.6 FT E
 OF2544'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2544'STAMPED---2106---IN CONCRETE POST 1.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2546 ***********************************************************************
 OF2546  DESIGNATION -  2107
 OF2546  PID         -  OF2546
 OF2546  STATE/COUNTY-  NY/MONROE
 OF2546  USGS QUAD   -  BROCKPORT (1978)
 OF2546
 OF2546                         *CURRENT SURVEY CONTROL
 OF2546  ___________________________________________________________________
 OF2546* NAD 83(1996)-  43 14 45.56658(N)    077 57 49.22718(W)     ADJUSTED  
 OF2546* NAVD 88     -       130.5    (meters)     428.     (feet)  VERTCON   
 OF2546  ___________________________________________________________________
 OF2546  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 OF2546  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF2546
 OF2546  HORZ ORDER  -  SECOND
 OF2546
 OF2546.The horizontal coordinates were established by classical geodetic methods
 OF2546.and adjusted by the National Geodetic Survey in January 1999..
 OF2546
 OF2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2546
 OF2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2546
 OF2546.The geoid height was determined by GEOID03.
 OF2546
 OF2546;                    North         East     Units Scale Factor Converg.
 OF2546;SPC NY W     -   360,683.135   400,322.487   MT  0.99996864   +0 25 28.4
 OF2546;SPC NY W     - 1,183,341.25  1,313,391.36   sFT  0.99996864   +0 25 28.4
 OF2546;UTM  18      - 4,792,397.616   259,394.965   MT  1.00031219   -2 01 53.3
 OF2546;UTM  17      - 4,792,609.412   746,503.571   MT  1.00034754   +2 04 52.8
 OF2546
 OF2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2546!SPC NY W     -   0.99998510  x   0.99996864  =   0.99995374
 OF2546!UTM  18      -   0.99998510  x   1.00031219  =   1.00029729
 OF2546!UTM  17      -   0.99998510  x   1.00034754  =   1.00033264
 OF2546
 OF2546:                Primary Azimuth Mark                     Grid Az
 OF2546:SPC NY W     -  2108                                     200 41 58.6
 OF2546:UTM  18      -  2108                                     203 09 20.3
 OF2546:UTM  17      -  2108                                     199 02 34.2
 OF2546
 OF2546|---------------------------------------------------------------------|
 OF2546| PID    Reference Object                     Distance      Geod. Az  |
 OF2546|                                                           dddmmss.s |
 OF2546| OF2541 2108                                APPROX. 0.7 KM 2010727.0 |
 OF2546|---------------------------------------------------------------------|
 OF2546
 OF2546                          SUPERSEDED SURVEY CONTROL
 OF2546
 OF2546  NAD 83(1986)-  43 14 45.57324(N)    077 57 49.22618(W) AD(       ) 2
 OF2546  NAD 27      -  43 14 45.35906(N)    077 57 50.17154(W) AD(       ) 2
 OF2546  NGVD 29 (07/19/86)  130.7    (m)          429.     (f) VERT ANG       
 OF2546
 OF2546.Superseded values are not recommended for survey control.
 OF2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2546.See file dsdata.txt to determine how the superseded data were derived.
 OF2546
 OF2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5939592398(NAD 83)
 OF2546_MARKER: DE = TRAVERSE STATION DISK
 OF2546_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2546
 OF2546  HISTORY     - Date     Condition        Report By
 OF2546  HISTORY     - 1974     MONUMENTED       NY-055
 OF2546
 OF2546                          STATION DESCRIPTION
 OF2546
 OF2546'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2546'IN CLARKSON IN NE CORNER OF INTERSECTION OF RIDGE RD AND REDMAN RD,
 OF2546'71.8 FT E OF CL OF REDMAN RD, 19.5 FT N OF CL OF RIDGE RD, 7.5 FT N OF
 OF2546'EDGE OF PAVEMENT OF RIDGE RD, 18.7 FT S OF UTILITY POLE 230 RTC 87 88,
 OF2546'AND 19.3 FT SE OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2546'MCGS DISK STAMPED---2107---IN CONCRETE POST COVERED 0.8 FT IN CAST
 OF2546'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0960 ***********************************************************************
 NA0960  DESIGNATION -  2108
 NA0960  PID         -  NA0960
 NA0960  STATE/COUNTY-  NY/SCHOHARIE
 NA0960  USGS QUAD   -  SUMMIT (1994)
 NA0960
 NA0960                         *CURRENT SURVEY CONTROL
 NA0960  ___________________________________________________________________
 NA0960* NAD 83(1986)-  42 34 46.     (N)    074 35 17.     (W)     SCALED    
 NA0960* NAVD 88     -       642.609  (meters)    2108.29   (feet)  ADJUSTED  
 NA0960  ___________________________________________________________________
 NA0960  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 NA0960  DYNAMIC HT  -         642.368 (meters)    2107.50  (feet)  COMP
 NA0960  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 NA0960
 NA0960  VERT ORDER  -  SECOND    CLASS 0
 NA0960
 NA0960.The horizontal coordinates were scaled from a topographic map and have
 NA0960.an estimated accuracy of +/- 6 seconds.
 NA0960
 NA0960.The orthometric height was determined by differential leveling
 NA0960.and adjusted by the National Geodetic Survey in June 1991..
 NA0960
 NA0960.The geoid height was determined by GEOID03.
 NA0960
 NA0960.The dynamic height is computed by dividing the NAVD 88
 NA0960.geopotential number by the normal gravity value computed on the
 NA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0960.degrees latitude (g = 980.6199 gals.).
 NA0960
 NA0960.The modeled gravity was interpolated from observed gravity values.
 NA0960
 NA0960;                    North         East    Units  Estimated Accuracy
 NA0960;SPC NY E     -   415,960.      142,770.      MT  (+/- 180 meters Scaled)
 NA0960
 NA0960                          SUPERSEDED SURVEY CONTROL
 NA0960
 NA0960  NGVD 29 (??/??/92)  642.713  (m)         2108.63   (f) ADJ UNCH    2 0
 NA0960
 NA0960.Superseded values are not recommended for survey control.
 NA0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0960.See file dsdata.txt to determine how the superseded data were derived.
 NA0960
 NA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN338141(NAD 83)
 NA0960_MARKER: DD = SURVEY DISK
 NA0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0960_SP_SET: WALL
 NA0960_STAMPING: 2108 ALBANY 1902
 NA0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0960
 NA0960  HISTORY     - Date     Condition        Report By
 NA0960  HISTORY     - 1902     MONUMENTED       USGS
 NA0960  HISTORY     - 1942     GOOD             NGS
 NA0960
 NA0960                          STATION DESCRIPTION
 NA0960
 NA0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0960'AT SUMMIT.
 NA0960'AT SUMMIT, 19.3 FEET NORTHEAST OF THE NORTH CORNER OF THE METHODIST
 NA0960'CHURCH, AT JUMPS STORE, IN THE STONE BASE OF THE SOUTHWEST WALL, 3
 NA0960'FEET SOUTHEAST OF THE WEST CORNER OF THE STORE, AND ABOUT A FOOT
 NA0960'BELOW THE SIDEWALK ELEVATION.  A U.S.G.S. BRONZE DISK, SET
 NA0960'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2541 ***********************************************************************
 OF2541  DESIGNATION -  2108
 OF2541  PID         -  OF2541
 OF2541  STATE/COUNTY-  NY/MONROE
 OF2541  USGS QUAD   -  BROCKPORT (1978)
 OF2541
 OF2541                         *CURRENT SURVEY CONTROL
 OF2541  ___________________________________________________________________
 OF2541* NAD 83(1996)-  43 14 22.93832(N)    077 58 01.18509(W)     ADJUSTED  
 OF2541* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 OF2541  ___________________________________________________________________
 OF2541  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 OF2541  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF2541
 OF2541  HORZ ORDER  -  SECOND
 OF2541
 OF2541.The horizontal coordinates were established by classical geodetic methods
 OF2541.and adjusted by the National Geodetic Survey in January 1999..
 OF2541
 OF2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2541
 OF2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2541
 OF2541.The geoid height was determined by GEOID03.
 OF2541
 OF2541;                    North         East     Units Scale Factor Converg.
 OF2541;SPC NY W     -   359,982.866   400,057.882   MT  0.99996831   +0 25 20.0
 OF2541;SPC NY W     - 1,181,043.79  1,312,523.23   sFT  0.99996831   +0 25 20.0
 OF2541;UTM  18      - 4,791,709.091   259,100.495   MT  1.00031394   -2 02 00.7
 OF2541;UTM  17      - 4,791,901.517   746,259.229   MT  1.00034606   +2 04 43.7
 OF2541
 OF2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2541!SPC NY W     -   0.99998502  x   0.99996831  =   0.99995333
 OF2541!UTM  18      -   0.99998502  x   1.00031394  =   1.00029896
 OF2541!UTM  17      -   0.99998502  x   1.00034606  =   1.00033108
 OF2541
 OF2541:                Primary Azimuth Mark                     Grid Az
 OF2541:SPC NY W     -  738 21                                   179 43 57.0
 OF2541:UTM  18      -  738 21                                   182 11 17.7
 OF2541:UTM  17      -  738 21                                   178 04 33.3
 OF2541
 OF2541|---------------------------------------------------------------------|
 OF2541| PID    Reference Object                     Distance      Geod. Az  |
 OF2541|                                                           dddmmss.s |
 OF2541| OF2491 738 21                              APPROX. 1.2 KM 1800917.0 |
 OF2541|---------------------------------------------------------------------|
 OF2541
 OF2541                          SUPERSEDED SURVEY CONTROL
 OF2541
 OF2541  NAD 83(1986)-  43 14 22.94495(N)    077 58 01.18406(W) AD(       ) 2
 OF2541  NAD 27      -  43 14 22.73061(N)    077 58 02.12973(W) AD(       ) 2
 OF2541  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 OF2541
 OF2541.Superseded values are not recommended for survey control.
 OF2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2541.See file dsdata.txt to determine how the superseded data were derived.
 OF2541
 OF2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5910091709(NAD 83)
 OF2541_MARKER: DE = TRAVERSE STATION DISK
 OF2541_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2541
 OF2541  HISTORY     - Date     Condition        Report By
 OF2541  HISTORY     - 1974     MONUMENTED       NY-055
 OF2541
 OF2541                          STATION DESCRIPTION
 OF2541
 OF2541'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2541'IN CLARKSON ON W SIDE OF REDMAN RD, 1.4 MI N OF BROCKPORT HOLLEY RD,
 OF2541'0.5 MI S OF RIDGE RD, 16.3 FT W OF CL OF REDMAN RD, 70.3 FT SW OF SW
 OF2541'CORNER OF HSE NO 3752, AND 2.3 FT E OF MONROE COUNTY WITNESS POST.
 OF2541'STATION IS A STANDARD MCGS DISK STAMPED---2108---IN CONCRETE POST 1.0
 OF2541'FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0760 ***********************************************************************
 MZ0760  DESIGNATION -  210.9
 MZ0760  PID         -  MZ0760
 MZ0760  STATE/COUNTY-  NY/GREENE
 MZ0760  USGS QUAD   -  LEEDS (1980)
 MZ0760
 MZ0760                         *CURRENT SURVEY CONTROL
 MZ0760  ___________________________________________________________________
 MZ0760* NAD 83(1986)-  42 15 53.     (N)    073 56 05.     (W)     SCALED    
 MZ0760* NAVD 88     -        63.655  (meters)     208.84   (feet)  ADJUSTED  
 MZ0760  ___________________________________________________________________
 MZ0760  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ0760  DYNAMIC HT  -          63.634 (meters)     208.77  (feet)  COMP
 MZ0760  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 MZ0760
 MZ0760  VERT ORDER  -  SECOND    CLASS 0
 MZ0760
 MZ0760.The horizontal coordinates were scaled from a topographic map and have
 MZ0760.an estimated accuracy of +/- 6 seconds.
 MZ0760
 MZ0760.The orthometric height was determined by differential leveling
 MZ0760.and adjusted by the National Geodetic Survey in June 1991..
 MZ0760
 MZ0760.The geoid height was determined by GEOID03.
 MZ0760
 MZ0760.The dynamic height is computed by dividing the NAVD 88
 MZ0760.geopotential number by the normal gravity value computed on the
 MZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0760.degrees latitude (g = 980.6199 gals.).
 MZ0760
 MZ0760.The modeled gravity was interpolated from observed gravity values.
 MZ0760
 MZ0760;                    North         East    Units  Estimated Accuracy
 MZ0760;SPC NY E     -   381,160.      196,630.      MT  (+/- 180 meters Scaled)
 MZ0760
 MZ0760                          SUPERSEDED SURVEY CONTROL
 MZ0760
 MZ0760  NGVD 29 (??/??/92)   63.882  (m)          209.59   (f) ADJ UNCH    2 0
 MZ0760
 MZ0760.Superseded values are not recommended for survey control.
 MZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0760.See file dsdata.txt to determine how the superseded data were derived.
 MZ0760
 MZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM878797(NAD 83)
 MZ0760_MARKER: O = CHISELED CIRCLE
 MZ0760_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0760_SP_SET: ROCK LEDGE
 MZ0760_STAMPING: USBM 210.9
 MZ0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0760+STABILITY: POSITION/ELEVATION WELL
 MZ0760
 MZ0760  HISTORY     - Date     Condition        Report By
 MZ0760  HISTORY     - UNK      MONUMENTED       USGS
 MZ0760  HISTORY     - 1942     GOOD             NGS
 MZ0760
 MZ0760                          STATION DESCRIPTION
 MZ0760
 MZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0760'1.7 MI W FROM LEEDS.
 MZ0760'1.7 MILES WEST ALONG STATE HIGHWAY 23 FROM A BRIDGE AT LEEDS, GREENE
 MZ0760'COUNTY, 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GEORGE PUFFER
 MZ0760'2-STORY FRAME HOUSE, 25 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 MZ0760'THE BETHEL RIDGE ROAD, 12 FEET EAST OF A POLE, ON THE TOP OF A ROCK
 MZ0760'LEDGE, NEAR A TREE PAINTED USBM 210.9 AND ABOUT LEVEL WITH THE
 MZ0760'ROADWAY. A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2113 ***********************************************************************
 NA2113  DESIGNATION -  210=SHOEMAKER RESET
 NA2113  PID         -  NA2113
 NA2113  STATE/COUNTY-  NY/HERKIMER
 NA2113  USGS QUAD   -  JORDANVILLE (1943)
 NA2113
 NA2113                         *CURRENT SURVEY CONTROL
 NA2113  ___________________________________________________________________
 NA2113* NAD 83(1996)-  42 59 39.80577(N)    074 54 24.45284(W)     ADJUSTED  
 NA2113* NAVD 88     -       417.9    (meters)    1371.     (feet)  VERTCON   
 NA2113  ___________________________________________________________________
 NA2113  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NA2113  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 NA2113
 NA2113  HORZ ORDER  -  THIRD
 NA2113
 NA2113.The horizontal coordinates were established by classical geodetic methods
 NA2113.and adjusted by the National Geodetic Survey in January 1999..
 NA2113
 NA2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2113
 NA2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2113
 NA2113.The geoid height was determined by GEOID03.
 NA2113
 NA2113;                    North         East     Units Scale Factor Converg.
 NA2113;SPC NY E     -   462,129.128   116,830.029   MT  0.99991353   -0 16 38.7
 NA2113;SPC NY E     - 1,516,168.65    383,299.85   sFT  0.99991353   -0 16 38.7
 NA2113;UTM  18      - 4,760,196.084   507,597.885   MT  0.99960071   +0 03 48.8
 NA2113
 NA2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2113!SPC NY E     -   0.99993939  x   0.99991353  =   0.99985293
 NA2113!UTM  18      -   0.99993939  x   0.99960071  =   0.99954013
 NA2113
 NA2113:                Primary Azimuth Mark                     Grid Az
 NA2113:SPC NY E     -  LITTLE FALL NATL AUTO CORP STK           033 19 20.7
 NA2113:UTM  18      -  LITTLE FALL NATL AUTO CORP STK           032 58 53.2
 NA2113
 NA2113|---------------------------------------------------------------------|
 NA2113| PID    Reference Object                     Distance      Geod. Az  |
 NA2113|                                                           dddmmss.s |
 NA2113| OE1824 LITTLE FALL NATL AUTO CORP STK      APPROX. 5.0 KM 0330242.0 |
 NA2113| OE1822 LITTLE FALLS FIRST PRESB CH         APPROX. 6.9 KM 0344245.0 |
 NA2113| OE1825 LITTLE FALLS G KNITTING CO STK      APPROX. 6.1 KM 0354254.6 |
 NA2113| OE1823 LITTLE FALLS FIRST METH CH          APPROX. 6.7 KM 0363500.4 |
 NA2113| OE1821 LITTLE FALLS MUN BUILDING DOME      APPROX. 7.0 KM 0364648.4 |
 NA2113| OE1819 LITTLE FALLS ST MARYS CATH CH       APPROX. 7.0 KM 0383612.1 |
 NA2113| CZ8697 SHOEMAKER AZ MK                                    0662314.2 |
 NA2113| CZ8698 SHOEMAKER RM 1                       43.735 METERS 13838     |
 NA2113| CZ8699 SHOEMAKER RM 2                       47.884 METERS 21943     |
 NA2113|---------------------------------------------------------------------|
 NA2113
 NA2113                          SUPERSEDED SURVEY CONTROL
 NA2113
 NA2113  NAD 83(1986)-  42 59 39.80869(N)    074 54 24.45318(W) AD(       ) 3
 NA2113  NAD 27      -  42 59 39.55292(N)    074 54 25.90277(W) AD(       ) 3
 NA2113  NGVD 29 (07/19/86)  418.0    (m)         1371.     (f) VERT ANG       
 NA2113
 NA2113.Superseded values are not recommended for survey control.
 NA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2113.See file dsdata.txt to determine how the superseded data were derived.
 NA2113
 NA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0759860196(NAD 83)
 NA2113_MARKER: DS = TRIANGULATION STATION DISK
 NA2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2113_STAMPING: 210=SHOEMAKER RESET 1942
 NA2113_MARK LOGO: CGS   
 NA2113_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA2113+STABILITY: SURFACE MOTION
 NA2113
 NA2113  HISTORY     - Date     Condition        Report By
 NA2113  HISTORY     - 1942     MONUMENTED       CGS
 NA2113  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2113  HISTORY     - 19950405 GOOD             LOCSUR
 NA2113
 NA2113                          STATION DESCRIPTION
 NA2113
 NA2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2113'STATION IS LOCATED ON A PROMINENT BARE TOPPED HILL ABOUT 3-1/2
 NA2113'MILES S AND 2-1/2 MILES W OF LITTLE FALLS.  THE STATION MARK IS
 NA2113'SET ON THE HIGHEST POINT OF THE PASTURE LAND, 121 FEET N OF AN
 NA2113'E-W FENCE LINE, 95-1/2 FEET W OF A N-S FENCE LINE AND 5-1/2
 NA2113'FEET S OF A STANDARD REFERENCE POST.  THE OLD N.Y.S.S. MONUMENT
 NA2113'NO.210 WAS REMOVED AND A BRONZE U.S.C. AND G.S. DISK WAS SET
 NA2113'IN CONCRETE ON THE SAME LOCATION.  THE DISK IS STAMPED
 NA2113'SHOEMAKER 1942.
 NA2113'
 NA2113'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2113'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2113'
 NA2113'REFERENCE MARK NO.1 IS 143.49 FEET SE OF THE STATION IN A FENCE
 NA2113'CORNER.  THE MARK IS STAMPED SHOEMAKER NO.1 1942.
 NA2113'
 NA2113'REFERENCE MARK NO.2 IS 157.10 FEET SW OF THE STATION IN THE
 NA2113'E-W FENCE LINE.  THE MARK IS STAMPED SHOEMAKER NO.2 1942.
 NA2113'
 NA2113'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NE OF THE STATION
 NA2113'IN THE E RIGHT-OF-WAY FENCE LINE.  IT IS 18 FEET E OF THE
 NA2113'CENTER LINE OF THE N-S TRACK ROAD AND 5 FEET NE OF THE STANDARD
 NA2113'REFERENCE POST.  THE MARK IS STAMPED SHOEMAKER 1942.
 NA2113'
 NA2113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 167
 NA2113'AND 5-S GO SOUTHERLY ON ROUTE 167 FOR 3.85 MILES TO A GRAVELED
 NA2113'ROAD RIGHT, TURN RIGHT AND FOLLOW THE GRAVELED ROAD WHICH
 NA2113'CHANGES TO MACADAM FOR 1.6 MILES TO A T-INTERSECTION.  TURN
 NA2113'RIGHT AND GO N ON A GRAVELED ROAD FOR 0.65 MILE TO A FARMHOUSE
 NA2113'ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 NA2113'CONTINUE NORTHERLY ON THE GRAVELED ROAD CHANGING TO A TRACK
 NA2113'ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.) TURN INTO LAND
 NA2113'AND PASS BETWEEN THE HOUSE AND BARN TO A GATE INTO PASTURE
 NA2113'LANE.  PASS THRU GATE AND FOLLOW THE LANE TO A GATE INTO THE
 NA2113'PASTURE FIELD.  GO THRU GATE INTO THE PASTURE FIELD AND
 NA2113'TURN RIGHT FOLLOWING THE FENCE LINE N TO THE HIGHEST POINT
 NA2113'AND STATION.
 NA2113'
 NA2113'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NA2113
 NA2113                          STATION RECOVERY (1975)
 NA2113
 NA2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2113'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2113'CONDITION.  AZIMUTH MARK IS REPORTED DESTROYED.  DISTANCE AND
 NA2113'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION
 NA2113'IS PARTIALLY BLOCKED TO WEST AND SOUTHEAST, BUT OTHER AREAS ARE
 NA2113'CLEAR.
 NA2113'
 NA2113'STATION IS LOCATED ON A BARE HILL IN PASTURE LAND.  STATION
 NA2113'MARK IS A STANDARD DISK STAMPED SHOEMAKER 1942, SET IN THE TOP
 NA2113'OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 121 FEET
 NA2113'NORTH OF A FENCE LINE, 78 FEET EAST OF A 4-INCH CRAB APPLE TREE,
 NA2113'60 FEET SOUTHEAST OF A 3-INCH CRAB APPLE, AND 65 FEET WEST OF A
 NA2113'6-INCH CRAB APPLE TREE.
 NA2113'
 NA2113'RM NO.1 IS A STANDARD DISK STAMPED SHOEMAKER NO 1 1942, SET
 NA2113'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 NA2113'FROM GROUND.  IT IS SET IN THE NORTHEAST FENCE CORNER OF A
 NA2113'FIELD, 3 FEET NORTH OF A 12-INCH APPLE TREE AND 33 FEET SOUTH
 NA2113'OF A 12-INCH MAPLE.
 NA2113'
 NA2113'RM NO.2 IS A STANDARD DISK STAMPED SHOEMAKER NO 2 1942, SET
 NA2113'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 NA2113'FROM GROUND.  IT IS SET IN THE EAST-WEST FENCE LINE, 95 FEET
 NA2113'EAST OF AN ANGLE FENCE CORNER.
 NA2113'
 NA2113'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 5S AND 167
 NA2113'IN SOUTH SIDE OF LITTLE FALLS, GO SOUTH ON NY RTE. 167 FOR 3.9
 NA2113'MILES TO A SIDE ROAD RIGHT.  GO RIGHT, WEST, FOR 1.6 MILES TO
 NA2113'A T-INTERSECTION.  TURN RIGHT AND GO NORTH FOR 0.65 MILE TO
 NA2113'FARMHOUSE ON LEFT.  GO LEFT, BETWEEN HOUSE AND BARN TO A GATE
 NA2113'INTO PASTURE LANE.  PASS THROUGH GATE AND FOLLOW FIELD ROADS TO
 NA2113'SUMMIT OF HILL AND STATION.
 NA2113'
 NA2113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2113'4 MILES SOUTHWEST OF LITTLE FALLS.
 NA2113
 NA2113                          STATION RECOVERY (1995)
 NA2113
 NA2113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (DVM)
 NA2113'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0479 ***********************************************************************
 NB0479  DESIGNATION -  2116
 NB0479  PID         -  NB0479
 NB0479  STATE/COUNTY-  NY/CAYUGA
 NB0479  USGS QUAD   -  SHELDRAKE (1971)
 NB0479
 NB0479                         *CURRENT SURVEY CONTROL
 NB0479  ___________________________________________________________________
 NB0479* NAD 83(1986)-  42 42 34.     (N)    076 42 10.     (W)     SCALED    
 NB0479* NAVD 88     -       116.821  (meters)     383.27   (feet)  ADJUSTED  
 NB0479  ___________________________________________________________________
 NB0479  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NB0479  DYNAMIC HT  -         116.788 (meters)     383.16  (feet)  COMP
 NB0479  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 NB0479
 NB0479  VERT ORDER  -  FIRST     CLASS II
 NB0479
 NB0479.The horizontal coordinates were scaled from a topographic map and have
 NB0479.an estimated accuracy of +/- 6 seconds.
 NB0479
 NB0479.The orthometric height was determined by differential leveling
 NB0479.and adjusted by the National Geodetic Survey in June 1991..
 NB0479
 NB0479.The geoid height was determined by GEOID03.
 NB0479
 NB0479.The dynamic height is computed by dividing the NAVD 88
 NB0479.geopotential number by the normal gravity value computed on the
 NB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0479.degrees latitude (g = 980.6199 gals.).
 NB0479
 NB0479.The modeled gravity was interpolated from observed gravity values.
 NB0479
 NB0479;                    North         East    Units  Estimated Accuracy
 NB0479;SPC NY C     -   300,900.      240,220.      MT  (+/- 180 meters Scaled)
 NB0479
 NB0479                          SUPERSEDED SURVEY CONTROL
 NB0479
 NB0479  NGVD 29 (??/??/92)  116.986  (m)          383.81   (f) ADJ UNCH    1 2
 NB0479
 NB0479.Superseded values are not recommended for survey control.
 NB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0479.See file dsdata.txt to determine how the superseded data were derived.
 NB0479
 NB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN605299(NAD 83)
 NB0479_MARKER: Q = CHISELED SQUARE
 NB0479_SETTING: 0 = UNSPECIFIED SETTING
 NB0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0479
 NB0479  HISTORY     - Date     Condition        Report By
 NB0479  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0479  HISTORY     - 1933     GOOD             NGS
 NB0479  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0479
 NB0479                          STATION DESCRIPTION
 NB0479
 NB0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0479'3 MI S FROM AURORA.
 NB0479'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., 150 FT. SOUTH
 NB0479'WEST OF THE STATION, 15 FT. EAST OF CAYUGA LAKE, 50 FT. WEST OF THE
 NB0479'CENTER LINE OF THE TRACK AND 20 FT. BELOW THE BASE OF THE RAIL.
 NB0479
 NB0479                          STATION RECOVERY (1985)
 NB0479
 NB0479'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0975 ***********************************************************************
 LX0975  DESIGNATION -  212
 LX0975  PID         -  LX0975
 LX0975  STATE/COUNTY-  NY/WESTCHESTER
 LX0975  USGS QUAD   -  NYACK (1979)
 LX0975
 LX0975                         *CURRENT SURVEY CONTROL
 LX0975  ___________________________________________________________________
 LX0975* NAD 83(1986)-  41 01 06.     (N)    073 52 40.     (W)     SCALED    
 LX0975* NAVD 88     -         1.589  (meters)       5.21   (feet)  ADJUSTED  
 LX0975  ___________________________________________________________________
 LX0975  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 LX0975  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 LX0975  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 LX0975
 LX0975  VERT ORDER  -  FIRST     CLASS II
 LX0975
 LX0975.The horizontal coordinates were scaled from a topographic map and have
 LX0975.an estimated accuracy of +/- 6 seconds.
 LX0975
 LX0975.The orthometric height was determined by differential leveling
 LX0975.and adjusted by the National Geodetic Survey in June 1991..
 LX0975
 LX0975.The geoid height was determined by GEOID03.
 LX0975
 LX0975.The dynamic height is computed by dividing the NAVD 88
 LX0975.geopotential number by the normal gravity value computed on the
 LX0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0975.degrees latitude (g = 980.6199 gals.).
 LX0975
 LX0975.The modeled gravity was interpolated from observed gravity values.
 LX0975
 LX0975;                    North         East    Units  Estimated Accuracy
 LX0975;SPC NY E     -   242,770.      202,330.      MT  (+/- 180 meters Scaled)
 LX0975
 LX0975                          SUPERSEDED SURVEY CONTROL
 LX0975
 LX0975  NGVD 29 (??/??/92)    1.892  (m)            6.21   (f) ADJ UNCH    1 2
 LX0975
 LX0975.Superseded values are not recommended for survey control.
 LX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0975.See file dsdata.txt to determine how the superseded data were derived.
 LX0975
 LX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL943413(NAD 83)
 LX0975_MARKER: B = BOLT
 LX0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0975_SP_SET: ABUTMENT
 LX0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0975
 LX0975  HISTORY     - Date     Condition        Report By
 LX0975  HISTORY     - UNK      MONUMENTED       NYCRR
 LX0975  HISTORY     - 1955     GOOD             NGS
 LX0975
 LX0975                          STATION DESCRIPTION
 LX0975
 LX0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0975'0.4 MI N FROM DOBBS FERRY.
 LX0975'0.4 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX0975'STATION AT DOBBS FERRY, ABOUT 280 YARDS NORTH OF MILE POST NY
 LX0975'21, ACROSS TRACKS FROM POINT BETWEEN POWER TRANSMISSION TOWERS
 LX0975'544 AND 545, ABOUT 0.1 MILE NORTH OF A FOOT BRIDGE OVER TRACKS
 LX0975'FOR COLUMBIA UNIVERSITY LABORATORIES, THE TOP OF AN IRON BOLT
 LX0975'IN THE TOP OF THE SOUTH STONE MASONRY ABUTMENT OF A 10-FOOT
 LX0975'RAILROAD BRIDGE OVER A SMALL STREAM, 0.5 FOOT SOUTHWEST OF
 LX0975'NORTHEAST CORNER OF ABUTMENT, 12 FEET EAST OF EAST RAIL, AND
 LX0975'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0328 ***********************************************************************
 PJ0328  DESIGNATION -  212 SUB
 PJ0328  PID         -  PJ0328
 PJ0328  STATE/COUNTY-  NY/JEFFERSON
 PJ0328  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0328
 PJ0328                         *CURRENT SURVEY CONTROL
 PJ0328  ___________________________________________________________________
 PJ0328* NAD 83(1996)-  44 08 28.22002(N)    076 17 47.59006(W)     ADJUSTED  
 PJ0328* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 PJ0328  ___________________________________________________________________
 PJ0328  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 PJ0328  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 PJ0328
 PJ0328  HORZ ORDER  -  THIRD
 PJ0328
 PJ0328.The horizontal coordinates were established by classical geodetic methods
 PJ0328.and adjusted by the National Geodetic Survey in January 1999..
 PJ0328
 PJ0328.The orthometric height was scaled from a topographic map.
 PJ0328
 PJ0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0328
 PJ0328.The geoid height was determined by GEOID03.
 PJ0328
 PJ0328;                    North         East     Units Scale Factor Converg.
 PJ0328;SPC NY C     -   459,990.740   272,945.535   MT  0.99994397   +0 11 59.0
 PJ0328;SPC NY C     - 1,509,152.95    895,488.81   sFT  0.99994397   +0 11 59.0
 PJ0328;UTM  18      - 4,888,369.955   396,296.547   MT  0.99973226   -0 54 10.9
 PJ0328
 PJ0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0328!SPC NY C     -   0.99999111  x   0.99994397  =   0.99993508
 PJ0328!UTM  18      -   0.99999111  x   0.99973226  =   0.99972337
 PJ0328
 PJ0328|---------------------------------------------------------------------|
 PJ0328| PID    Reference Object                     Distance      Geod. Az  |
 PJ0328|                                                           dddmmss.s |
 PJ0328| PJ0327 212 SUB IBC ECC                       3.043 METERS 02844     |
 PJ0328| PJ0309 ELLIS USLS 1874                     245.980 METERS 03635     |
 PJ0328| CZ7378 212 SUB RM 2                         90.740 METERS 21126     |
 PJ0328| CZ7377 212 SUB RM 1                         83.780 METERS 30040     |
 PJ0328| PJ0332 210 SUB                             APPROX. 3.4 KM 3392209.5 |
 PJ0328|---------------------------------------------------------------------|
 PJ0328
 PJ0328                          SUPERSEDED SURVEY CONTROL
 PJ0328
 PJ0328  NAD 83(1986)-  44 08 28.22114(N)    076 17 47.58572(W) AD(       ) 3
 PJ0328  NAD 27      -  44 08 28.04498(N)    076 17 48.83226(W) AD(       ) 3
 PJ0328
 PJ0328.Superseded values are not recommended for survey control.
 PJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0328.See file dsdata.txt to determine how the superseded data were derived.
 PJ0328
 PJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9629788370(NAD 83)
 PJ0328_MARKER: DD = SURVEY DISK
 PJ0328_SETTING: 0 = UNSPECIFIED SETTING
 PJ0328
 PJ0328  HISTORY     - Date     Condition        Report By
 PJ0328  HISTORY     - 1940     MONUMENTED       IBC
 PJ0328  HISTORY     - 1957     GOOD             IBC
 PJ0328
 PJ0328                          STATION DESCRIPTION
 PJ0328
 PJ0328'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0328'ON THE SOUTH SIDE OF THE ST LAWRENCE RIVER ABOUT 2-1/2 MILES NORTH
 PJ0328'60 DEGREES EAST FROM THE TOWN OF CAPE VINCENT, NEW YORK.  ABOUT 2000
 PJ0328'FEET SOUTH OF THE MAIN RIVER SHORE HIGHWAY.  IN A PASTURE FIELD OWNED
 PJ0328'BY MRS L A DOCTEUR.  THE STATION IS APPROXIMATELY, S 56 DEG E,
 PJ0328'FROM MRS DOCTEURS BARN ABOUT 1700 FEET DISTANT.  IT IS 3 FEET
 PJ0328'WEST OF THE EAST PASTURE FENCE LINE.
 PJ0328'
 PJ0328'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0328'DISK STATION MARK PLACED 22 INCHES UNDERGROUND IN THE TOP OF A
 PJ0328'CYLINDER OF CONCRETE 11 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.
 PJ0328'THERE ARE TWO REFERENCE MARKS--REFERENCE MARK 1 IS A 1 - INCH DRILL
 PJ0328'HOLE IN THE TOP OF A LARGE FIELD STONE IN A FENCE LINE IN CLOSE
 PJ0328'PROXIMITY TO A SCRAP HEAP.  REFERENCE MARK 2 IS AN AUTOMOBILE AXLE,
 PJ0328'DRIVEN IN THE GROUND AND PROTRUDING 2 INCHES, IN THE WEST PASTURE
 PJ0328'FENCE LINE AND 40 FEET NORTH OF A 2 - FOOT ELM TREE.
 PJ0328
 PJ0328                          STATION RECOVERY (1957)
 PJ0328
 PJ0328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0328'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0302 ***********************************************************************
 OE0302  DESIGNATION -  214.0
 OE0302  PID         -  OE0302
 OE0302  STATE/COUNTY-  NY/HERKIMER
 OE0302  USGS QUAD   -  LITTLE FALLS (1943)
 OE0302
 OE0302                         *CURRENT SURVEY CONTROL
 OE0302  ___________________________________________________________________
 OE0302* NAD 83(1986)-  43 01 52.     (N)    074 48 48.     (W)     SCALED    
 OE0302* NAVD 88     -       100.915  (meters)     331.09   (feet)  ADJUSTED  
 OE0302  ___________________________________________________________________
 OE0302  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 OE0302  DYNAMIC HT  -         100.887 (meters)     330.99  (feet)  COMP
 OE0302  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 OE0302
 OE0302  VERT ORDER  -  FIRST     CLASS II
 OE0302
 OE0302.The horizontal coordinates were scaled from a topographic map and have
 OE0302.an estimated accuracy of +/- 6 seconds.
 OE0302
 OE0302.The orthometric height was determined by differential leveling
 OE0302.and adjusted by the National Geodetic Survey in June 1991..
 OE0302
 OE0302.The geoid height was determined by GEOID03.
 OE0302
 OE0302.The dynamic height is computed by dividing the NAVD 88
 OE0302.geopotential number by the normal gravity value computed on the
 OE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0302.degrees latitude (g = 980.6199 gals.).
 OE0302
 OE0302.The modeled gravity was interpolated from observed gravity values.
 OE0302
 OE0302;                    North         East    Units  Estimated Accuracy
 OE0302;SPC NY E     -   466,180.      124,470.      MT  (+/- 180 meters Scaled)
 OE0302
 OE0302                          SUPERSEDED SURVEY CONTROL
 OE0302
 OE0302  NGVD 29 (??/??/92)  101.070  (m)          331.59   (f) ADJ UNCH    1 2
 OE0302
 OE0302.Superseded values are not recommended for survey control.
 OE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0302.See file dsdata.txt to determine how the superseded data were derived.
 OE0302
 OE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN152642(NAD 83)
 OE0302_MARKER: Q = CHISELED SQUARE
 OE0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0302_SP_SET: MILEPOST
 OE0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0302
 OE0302  HISTORY     - Date     Condition        Report By
 OE0302  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0302  HISTORY     - 1931     GOOD             NGS
 OE0302
 OE0302                          STATION DESCRIPTION
 OE0302
 OE0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0302'2.7 MI E FROM LITTLE FALLS.
 OE0302'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD, ON MILEPOST N.Y.214.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0794 ***********************************************************************
 OD0794  DESIGNATION -  215
 OD0794  PID         -  OD0794
 OD0794  STATE/COUNTY-  NY/SARATOGA
 OD0794  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD0794
 OD0794                         *CURRENT SURVEY CONTROL
 OD0794  ___________________________________________________________________
 OD0794* NAD 83(1986)-  43 05 37.     (N)    073 45 30.     (W)     SCALED    
 OD0794* NAVD 88     -        93.690  (meters)     307.38   (feet)  ADJUSTED  
 OD0794  ___________________________________________________________________
 OD0794  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 OD0794  DYNAMIC HT  -          93.667 (meters)     307.31  (feet)  COMP
 OD0794  MODELED GRAV-     980,382.1   (mgal)                       NAVD 88
 OD0794
 OD0794  VERT ORDER  -  FIRST     CLASS I
 OD0794
 OD0794.The horizontal coordinates were scaled from a topographic map and have
 OD0794.an estimated accuracy of +/- 6 seconds.
 OD0794
 OD0794.The orthometric height was determined by differential leveling
 OD0794.and adjusted by the National Geodetic Survey in June 1991..
 OD0794
 OD0794.The geoid height was determined by GEOID03.
 OD0794
 OD0794.The dynamic height is computed by dividing the NAVD 88
 OD0794.geopotential number by the normal gravity value computed on the
 OD0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0794.degrees latitude (g = 980.6199 gals.).
 OD0794
 OD0794.The modeled gravity was interpolated from observed gravity values.
 OD0794
 OD0794;                    North         East    Units  Estimated Accuracy
 OD0794;SPC NY E     -   473,340.      210,380.      MT  (+/- 180 meters Scaled)
 OD0794
 OD0794                          SUPERSEDED SURVEY CONTROL
 OD0794
 OD0794.No superseded survey control is available for this station.
 OD0794
 OD0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN010719(NAD 83)
 OD0794_MARKER: DD = SURVEY DISK
 OD0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0794_STAMPING: 215
 OD0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0794+STABILITY: SURFACE MOTION
 OD0794
 OD0794  HISTORY     - Date     Condition        Report By
 OD0794  HISTORY     - UNK      MONUMENTED       NYDPW
 OD0794  HISTORY     - 1973     GOOD             NGS
 OD0794  HISTORY     - 20020822 MARK NOT FOUND   USPSQD
 OD0794  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 OD0794
 OD0794                          STATION DESCRIPTION
 OD0794
 OD0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0794'1.65 MI NE FROM SARATOGA SPRINGS.
 OD0794'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE
 OD0794'AT SARATOGA SPRINGS, ABOUT 0.25 MILE SOUTHWEST OF THE INTERSTATE 87
 OD0794'UNDERPASS, 37.9 FEET SOUTHWEST OF A METAL STREET LIGHT POLE, 22 FEET
 OD0794'SOUTH OF THE SOUTH CURB OF THE NORTHEAST BOUND LANES OF THE HIGHWAY,
 OD0794'14.1 FEET NORTH OF THE CHAIN LINK RIGHT-OF-WAY FENCE, 7.2 FEET NORTH
 OD0794'OF POWER POLE NM8, 4 FEET ABOVE HIGHWAY AND IN THE TOP OF A CONCRETE
 OD0794'POST PROJECTING 0.1 FOOT.
 OD0794
 OD0794                          STATION RECOVERY (2002)
 OD0794
 OD0794'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD0794'MARK NOT FOUND.
 OD0794
 OD0794                          STATION RECOVERY (2003)
 OD0794
 OD0794'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0794' 
 OD0794' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0324 ***********************************************************************
 PJ0324  DESIGNATION -  215 SUB IBC
 PJ0324  PID         -  PJ0324
 PJ0324  STATE/COUNTY-  NY/JEFFERSON
 PJ0324  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0324
 PJ0324                         *CURRENT SURVEY CONTROL
 PJ0324  ___________________________________________________________________
 PJ0324* NAD 83(1996)-  44 09 40.16450(N)    076 21 34.88042(W)     ADJUSTED  
 PJ0324* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0324  ___________________________________________________________________
 PJ0324  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 PJ0324  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 PJ0324
 PJ0324  HORZ ORDER  -  THIRD
 PJ0324
 PJ0324.The horizontal coordinates were established by classical geodetic methods
 PJ0324.and adjusted by the National Geodetic Survey in January 1999..
 PJ0324
 PJ0324.The orthometric height was scaled from a topographic map.
 PJ0324
 PJ0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0324
 PJ0324.The geoid height was determined by GEOID03.
 PJ0324
 PJ0324;                    North         East     Units Scale Factor Converg.
 PJ0324;SPC NY C     -   462,195.521   267,887.919   MT  0.99994143   +0 09 20.9
 PJ0324;SPC NY C     - 1,516,386.47    878,895.61   sFT  0.99994143   +0 09 20.9
 PJ0324;UTM  18      - 4,890,671.214   391,283.331   MT  0.99974536   -0 56 50.5
 PJ0324
 PJ0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0324!SPC NY C     -   0.99999347  x   0.99994143  =   0.99993490
 PJ0324!UTM  18      -   0.99999347  x   0.99974536  =   0.99973883
 PJ0324
 PJ0324|---------------------------------------------------------------------|
 PJ0324| PID    Reference Object                     Distance      Geod. Az  |
 PJ0324|                                                           dddmmss.s |
 PJ0324| PJ0323 215 SUB REF MK IBC                   13.217 METERS 04618     |
 PJ0324| PJ0322 RAINY USLS                           56.632 METERS 04710     |
 PJ0324| PJ0332 210 SUB                             APPROX. 4.0 KM 0762905.8 |
 PJ0324|---------------------------------------------------------------------|
 PJ0324
 PJ0324                          SUPERSEDED SURVEY CONTROL
 PJ0324
 PJ0324  NAD 83(1986)-  44 09 40.16558(N)    076 21 34.87580(W) AD(       ) 3
 PJ0324  NAD 27      -  44 09 39.98800(N)    076 21 36.12200(W) AD(       ) 3
 PJ0324
 PJ0324.Superseded values are not recommended for survey control.
 PJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0324.See file dsdata.txt to determine how the superseded data were derived.
 PJ0324
 PJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9128390671(NAD 83)
 PJ0324_MARKER: N = NAIL
 PJ0324_SETTING: 0 = UNSPECIFIED SETTING
 PJ0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0324
 PJ0324  HISTORY     - Date     Condition        Report By
 PJ0324  HISTORY     - 1940     MONUMENTED       IBC
 PJ0324  HISTORY     - 1957     GOOD             IBC
 PJ0324
 PJ0324                          STATION DESCRIPTION
 PJ0324
 PJ0324'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0324'ON THE SOUTH SHORE OF WOLFE ISLAND IN THE ST LAWRENCE RIVER, ON THE
 PJ0324'NORTH SIDE OF BUTTON BAY.  ABOUT 1-1/2 MILES A LITTLE WEST OF NORTH OF
 PJ0324'HINCKLEY POINT.  NEAR WHERE A ROAD COMES DOWN TO THE SHORE AND MAKES A
 PJ0324'RIGHT ANGLE TURN TO THE NORTHEAST.  THE STATION IS IN CULTIVATED
 PJ0324'GROUND WHERE IT IS NOT FEASIBLE TO MAINTAIN A PERMANENT MARK.
 PJ0324'THERFORE, IN ITS STEAD A REFERENCE WAS PERMANENTLY MARKED.
 PJ0324'
 PJ0324'STATION MARK--A NAIL IN A WOODEN HUB DRIVEN FLUSH WITH THE GROUND.
 PJ0324'THERE ARE TWO REFERENCES.  REFERENCE MARK 1 IS TRIANGULATION
 PJ0324'STATION---RAINY-U.S.L.S.---  (SEE DESCRIPTION OF---RAINY---).
 PJ0324'REFERENCE MARK 2 DESIGNATED IN THE RECORDS AS---215-SUB REF. MARK---IS
 PJ0324'AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE DISK STATION MARK
 PJ0324'SET IN AN OUTCROPPING TRIANGULAR BOULDER 3 BY 2-1/2 FEET IN DIMENSIONS
 PJ0324'ABOVE GROUND, FLUSH WITH THE GROUND ON ONE SIDE AND 1 FOOT ABOVE
 PJ0324'GROUND FACING THE DITCH.  ABOUT 6 FEET ABOVE THE WATER, 30 FEET FROM
 PJ0324'THE BANK, AND ABOUT 10 FEET FROM THE TURN OF THE ROAD.  THE REFERENCE
 PJ0324'MARK IS 17.30 FEET FROM A DRILL HOLE IN A BOULDER 2 BY 2 FEET BY 1
 PJ0324'FOOT HIGH IN FENCE LINE 4 FEET EAST OF ROAD, AND 35.00 FEET FROM A
 PJ0324'DRILL HOLE IN A BOULDER 3 BY 2 FEET AND 1-1/2 FEET HIGH IN FENCE LINE
 PJ0324'10 FEET WEST OF ROAD.  THIS LAST DRILL HOLE IS ALSO A REFERENCE TO
 PJ0324'STATION---RAINY-U.S.L.S.---
 PJ0324
 PJ0324                          STATION RECOVERY (1957)
 PJ0324
 PJ0324'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0324'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0323 ***********************************************************************
 PJ0323  DESIGNATION -  215 SUB REF MK IBC
 PJ0323  PID         -  PJ0323
 PJ0323  STATE/COUNTY-  NY/JEFFERSON
 PJ0323  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0323
 PJ0323                         *CURRENT SURVEY CONTROL
 PJ0323  ___________________________________________________________________
 PJ0323* NAD 83(1996)-  44 09 40.46039(N)    076 21 34.45040(W)     ADJUSTED  
 PJ0323* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0323  ___________________________________________________________________
 PJ0323  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 PJ0323  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 PJ0323
 PJ0323  HORZ ORDER  -  THIRD
 PJ0323
 PJ0323.The horizontal coordinates were established by classical geodetic methods
 PJ0323.and adjusted by the National Geodetic Survey in January 1999..
 PJ0323
 PJ0323.The orthometric height was scaled from a topographic map.
 PJ0323
 PJ0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0323
 PJ0323.The geoid height was determined by GEOID03.
 PJ0323
 PJ0323;                    North         East     Units Scale Factor Converg.
 PJ0323;SPC NY C     -   462,204.680   267,897.448   MT  0.99994144   +0 09 21.2
 PJ0323;SPC NY C     - 1,516,416.52    878,926.88   sFT  0.99994144   +0 09 21.2
 PJ0323;UTM  18      - 4,890,680.185   391,293.033   MT  0.99974534   -0 56 50.2
 PJ0323
 PJ0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0323!SPC NY C     -   0.99999347  x   0.99994144  =   0.99993491
 PJ0323!UTM  18      -   0.99999347  x   0.99974534  =   0.99973881
 PJ0323
 PJ0323:                Primary Azimuth Mark                     Grid Az
 PJ0323:SPC NY C     -  211 SUB IBC                              039 15 32.2
 PJ0323:UTM  18      -  211 SUB IBC                              040 21 43.6
 PJ0323
 PJ0323|---------------------------------------------------------------------|
 PJ0323| PID    Reference Object                     Distance      Geod. Az  |
 PJ0323|                                                           dddmmss.s |
 PJ0323| PJ0316 211 SUB IBC                         APPROX. 4.1 KM 0392453.4 |
 PJ0323| PJ0322 RAINY USLS                           43.417 METERS 04726     |
 PJ0323| PJ0324 215 SUB IBC                          13.217 METERS 22618     |
 PJ0323|---------------------------------------------------------------------|
 PJ0323
 PJ0323                          SUPERSEDED SURVEY CONTROL
 PJ0323
 PJ0323  NAD 83(1986)-  44 09 40.46146(N)    076 21 34.44579(W) AD(       ) 3
 PJ0323  NAD 27      -  44 09 40.28400(N)    076 21 35.69200(W) AD(       ) 3
 PJ0323
 PJ0323.Superseded values are not recommended for survey control.
 PJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0323.See file dsdata.txt to determine how the superseded data were derived.
 PJ0323
 PJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9129390680(NAD 83)
 PJ0323_MARKER: DD = SURVEY DISK
 PJ0323_SETTING: 80 = SET IN A BOULDER
 PJ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0323+STABILITY: SURFACE MOTION
 PJ0323
 PJ0323  HISTORY     - Date     Condition        Report By
 PJ0323  HISTORY     - 1940     MONUMENTED       IBC
 PJ0323
 PJ0323                          STATION DESCRIPTION
 PJ0323
 PJ0323'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0323'IS AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE DISK STATION
 PJ0323'MARK SET IN AN OUTCROPPING TRIANGULAR BOULDER 3 BY 2-1/2 FEET IN
 PJ0323'DIMENSIONS ABOVE GROUND, FLUSH WITH THE GROUND ON ONE SIDE AND 1 FOOT
 PJ0323'ABOVE GROUND FACING THE DITCH.  ABOUT 6 FEET ABOVE THE WATER, 30 FEET
 PJ0323'FROM THE BANK, AND ABOUT 10 FEET FROM THE TURN OF THE ROAD.  THE
 PJ0323'REFERENCE MARK IS 17.30 FEET FROM A DRILL HOLE IN A BOULDER 2 BY 2
 PJ0323'FEET BY 1 FOOT HIGH IN FENCE LINE 4 FEET EAST OF ROAD, AND 35.00 FEET
 PJ0323'FROM A DRILL HOLE IN A BOULDER 3 BY 2 FEET AND 1-1/2 FEET HIGH IN
 PJ0323'FENCE LINE 10 FEET WEST OF ROAD.  THIS LAST DRILL HOLE IS ALSO A
 PJ0323'REFERENCE TO STATION---RAINY-U.S.L.S.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1277 ***********************************************************************
 KU1277  DESIGNATION -  216
 KU1277  PID         -  KU1277
 KU1277  STATE/COUNTY-  NY/KINGS
 KU1277  USGS QUAD   -  CONEY ISLAND (1979)
 KU1277
 KU1277                         *CURRENT SURVEY CONTROL
 KU1277  ___________________________________________________________________
 KU1277* NAD 83(1986)-  40 35 12.     (N)    073 57 56.     (W)     SCALED    
 KU1277* NAVD 88     -         2.740  (meters)       8.99   (feet)  ADJUSTED  
 KU1277  ___________________________________________________________________
 KU1277  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KU1277  DYNAMIC HT  -           2.739 (meters)       8.99  (feet)  COMP
 KU1277  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 KU1277
 KU1277  VERT ORDER  -  FIRST     CLASS II
 KU1277
 KU1277.The horizontal coordinates were scaled from a topographic map and have
 KU1277.an estimated accuracy of +/- 6 seconds.
 KU1277
 KU1277.The orthometric height was determined by differential leveling
 KU1277.and adjusted by the National Geodetic Survey in June 1991..
 KU1277
 KU1277.The geoid height was determined by GEOID03.
 KU1277
 KU1277.The dynamic height is computed by dividing the NAVD 88
 KU1277.geopotential number by the normal gravity value computed on the
 KU1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1277.degrees latitude (g = 980.6199 gals.).
 KU1277
 KU1277.The modeled gravity was interpolated from observed gravity values.
 KU1277
 KU1277;                    North         East    Units  Estimated Accuracy
 KU1277;SPC NY L     -    46,640.      302,920.      MT  (+/- 180 meters Scaled)
 KU1277
 KU1277                          SUPERSEDED SURVEY CONTROL
 KU1277
 KU1277  NGVD 29 (??/??/92)    3.079  (m)           10.10   (f) ADJ UNCH    1 2
 KU1277
 KU1277.Superseded values are not recommended for survey control.
 KU1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1277.See file dsdata.txt to determine how the superseded data were derived.
 KU1277
 KU1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK875933(NAD 83)
 KU1277_MARKER: DD = SURVEY DISK
 KU1277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1277_SP_SET: BUILDING
 KU1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1277+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KU1277
 KU1277  HISTORY     - Date     Condition        Report By
 KU1277  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1277  HISTORY     - 1952     GOOD             NGS
 KU1277  HISTORY     - 1989     POOR             USPSQD
 KU1277  HISTORY     - 20060512 GOOD             GEOCAC
 KU1277
 KU1277                          STATION DESCRIPTION
 KU1277
 KU1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1277'AT NEW YORK.
 KU1277'AT NEW YORK, IN BOROUGH OF BROOKLYN, IN SOUTHEAST QUARTER OF
 KU1277'INTERSECTION OF AVENUE Z AND OCEAN PARKWAY, SET VERTICALLY IN
 KU1277'WEST FACE OF CONEY ISLAND HOSPITAL BUILDING, 41 FEET SOUTH OF
 KU1277'NORTHWEST CORNER OF BUILDING AND 1/2 FOOT ABOVE GROUND.
 KU1277
 KU1277                          STATION RECOVERY (1989)
 KU1277
 KU1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 KU1277'MARK RECOVERED IN POOR CONDITION.
 KU1277
 KU1277                          STATION RECOVERY (2006)
 KU1277
 KU1277'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1277'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU1277' 
 KU1277'THIS MARK WAS ORIGINALLY SURVEYED IN THE 1909 CITY-WIDE SURVEY OF THE
 KU1277'FIVE BOROUGHS OF NYC AS REPORTED IN 'PRECISE LEVELING IN NEW YORK
 KU1277'CITY' BY FREDERICK W. KOOP (1914).
 KU1277' 
 KU1277'THE MARK WAS ORIGINALLY ON THE NORTHWEST CORNER OF CONEY ISLAND
 KU1277'HOSPITAL.  A TWO STORY YELLOW BRICK EXTENSION WAS SUBSEQUENTLY ADDED
 KU1277'TO THE BUILDING, SO NOW THE MARK IS ABOUT 40 FEET SOUTH ALONG OCEAN
 KU1277'PARKWAY FROM THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1276 ***********************************************************************
 KU1276  DESIGNATION -  217
 KU1276  PID         -  KU1276
 KU1276  STATE/COUNTY-  NY/KINGS
 KU1276  USGS QUAD   -  CONEY ISLAND (1979)
 KU1276
 KU1276                         *CURRENT SURVEY CONTROL
 KU1276  ___________________________________________________________________
 KU1276* NAD 83(1986)-  40 35 12.     (N)    073 57 56.     (W)     SCALED    
 KU1276* NAVD 88     -         3.197  (meters)      10.49   (feet)  ADJUSTED  
 KU1276  ___________________________________________________________________
 KU1276  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KU1276  DYNAMIC HT  -           3.196 (meters)      10.49  (feet)  COMP
 KU1276  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 KU1276
 KU1276  VERT ORDER  -  FIRST     CLASS II
 KU1276
 KU1276.The horizontal coordinates were scaled from a topographic map and have
 KU1276.an estimated accuracy of +/- 6 seconds.
 KU1276
 KU1276.The orthometric height was determined by differential leveling
 KU1276.and adjusted by the National Geodetic Survey in June 1991..
 KU1276
 KU1276.The geoid height was determined by GEOID03.
 KU1276
 KU1276.The dynamic height is computed by dividing the NAVD 88
 KU1276.geopotential number by the normal gravity value computed on the
 KU1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1276.degrees latitude (g = 980.6199 gals.).
 KU1276
 KU1276.The modeled gravity was interpolated from observed gravity values.
 KU1276
 KU1276;                    North         East    Units  Estimated Accuracy
 KU1276;SPC NY L     -    46,640.      302,920.      MT  (+/- 180 meters Scaled)
 KU1276
 KU1276                          SUPERSEDED SURVEY CONTROL
 KU1276
 KU1276  NGVD 29 (??/??/92)    3.536  (m)           11.60   (f) ADJ UNCH    1 2
 KU1276
 KU1276.Superseded values are not recommended for survey control.
 KU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1276.See file dsdata.txt to determine how the superseded data were derived.
 KU1276
 KU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK875933(NAD 83)
 KU1276_MARKER: Q = CHISELED SQUARE
 KU1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1276_SP_SET: WATER TABLE CAPSTONE
 KU1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1276+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KU1276
 KU1276  HISTORY     - Date     Condition        Report By
 KU1276  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1276  HISTORY     - 1952     GOOD             NGS
 KU1276  HISTORY     - 1989     GOOD             USPSQD
 KU1276  HISTORY     - 20060512 GOOD             GEOCAC
 KU1276
 KU1276                          STATION DESCRIPTION
 KU1276
 KU1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1276'AT NEW YORK.
 KU1276'AT NEW YORK, IN BOROUGH OF BROOKLYN, IN SOUTHEAST QUARTER OF
 KU1276'INTERSECTION OF AVENUE Z AND OCEAN PARKWAY, IN TOP OF LIMESTONE
 KU1276'CAPSTONE OF BRICK WATER TABLE ON WEST SIDE OF CONEY ISLAND
 KU1276'HOSPITAL BUILDING, 40 1/2 FEET SOUTH OF NORTHWEST CORNER OF
 KU1276'BUILDING AND 2 FEET ABOVE GROUND.
 KU1276
 KU1276                          STATION RECOVERY (1989)
 KU1276
 KU1276'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 KU1276'RECOVERED IN GOOD CONDITION.
 KU1276
 KU1276                          STATION RECOVERY (2006)
 KU1276
 KU1276'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1276'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU1276' 
 KU1276'THIS MARK WAS ORIGINALLY SURVEYED IN THE 1909 CITY-WIDE SURVEY OF THE
 KU1276'FIVE BOROUGHS OF NYC AS REPORTED IN 'PRECISE LEVELING IN NEW YORK
 KU1276'CITY' BY FREDERICK W. KOOP (1914).
 KU1276' 
 KU1276'THE MARK WAS ORIGINALLY ON THE NORTHWEST CORNER OF CONEY ISLAND
 KU1276'HOSPITAL.  A TWO STORY YELLOW BRICK EXTENSION WAS SUBSEQUENTLY ADDED
 KU1276'TO THE BUILDING, SO NOW THE MARK IS ABOUT 40 FEET SOUTH ALONG OCEAN
 KU1276'PARKWAY FROM THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0344 ***********************************************************************
 PJ0344  DESIGNATION -  217
 PJ0344  PID         -  PJ0344
 PJ0344  STATE/COUNTY-  NY/JEFFERSON
 PJ0344  USGS QUAD   -  
 PJ0344
 PJ0344                         *CURRENT SURVEY CONTROL
 PJ0344  ___________________________________________________________________
 PJ0344* NAD 83(1996)-  44 07 34.71304(N)    076 23 15.20864(W)     ADJUSTED  
 PJ0344* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 PJ0344  ___________________________________________________________________
 PJ0344  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 PJ0344  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 PJ0344
 PJ0344  HORZ ORDER  -  THIRD
 PJ0344
 PJ0344.The horizontal coordinates were established by classical geodetic methods
 PJ0344.and adjusted by the National Geodetic Survey in January 1999..
 PJ0344
 PJ0344.The orthometric height was scaled from a topographic map.
 PJ0344
 PJ0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0344
 PJ0344.The geoid height was determined by GEOID03.
 PJ0344
 PJ0344;                    North         East     Units Scale Factor Converg.
 PJ0344;SPC NY C     -   458,317.983   265,668.069   MT  0.99994052   +0 08 10.7
 PJ0344;SPC NY C     - 1,503,664.92    871,612.66   sFT  0.99994052   +0 08 10.7
 PJ0344;UTM  18      - 4,886,837.856   388,989.703   MT  0.99975156   -0 57 58.2
 PJ0344
 PJ0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0344!SPC NY C     -   0.99999238  x   0.99994052  =   0.99993290
 PJ0344!UTM  18      -   0.99999238  x   0.99975156  =   0.99974394
 PJ0344
 PJ0344:                Primary Azimuth Mark                     Grid Az
 PJ0344:SPC NY C     -  TIBBETTS PT LIGHT USLS 222 IWC           153 56 41.0
 PJ0344:UTM  18      -  TIBBETTS PT LIGHT USLS 222 IWC           155 02 49.9
 PJ0344
 PJ0344|---------------------------------------------------------------------|
 PJ0344| PID    Reference Object                     Distance      Geod. Az  |
 PJ0344|                                                           dddmmss.s |
 PJ0344| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 3.2 KM 1540451.7 |
 PJ0344| PJ0343 217T IWC                             85.643 METERS 15504     |
 PJ0344| CZ7380 217 RM 2                             26.401 METERS 23319     |
 PJ0344| CZ7379 217 RM 1                             13.085 METERS 32147     |
 PJ0344|---------------------------------------------------------------------|
 PJ0344
 PJ0344                          SUPERSEDED SURVEY CONTROL
 PJ0344
 PJ0344  NAD 83(1986)-  44 07 34.71351(N)    076 23 15.20424(W) AD(       ) 3
 PJ0344  NAD 27      -  44 07 34.52400(N)    076 23 16.44600(W) AD(       ) 3
 PJ0344
 PJ0344.Superseded values are not recommended for survey control.
 PJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0344.See file dsdata.txt to determine how the superseded data were derived.
 PJ0344
 PJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8899086838(NAD 83)
 PJ0344_MARKER: DD = SURVEY DISK
 PJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PJ0344
 PJ0344  HISTORY     - Date     Condition        Report By
 PJ0344  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0344  HISTORY     - 1957     MARK NOT FOUND   IBC
 PJ0344
 PJ0344                          STATION DESCRIPTION
 PJ0344
 PJ0344'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0344'ON THE SOUTHERN SIDE OF WOLFE ISLAND IN THE ST LAWRENCE RIVER.  ABOUT
 PJ0344'1-3/4 MILES SOUTHWEST OF HINKLEY POINT.  ABOUT 1/4 MILE SOUTHWEST OF A
 PJ0344'FARMHOUSE.  AND ABOUT 740 FEET FROM THE SHORE LINE OF THE RIVER.  THE
 PJ0344'STATION IS IN THE CORNER OF AN OPEN FIELD OR PASTURE FENCED ON THE
 PJ0344'NORTHWEST AND ON THE SOUTHWEST SIDES.  IT IS ABOUT 45 FEET SOUTHEAST
 PJ0344'OF THE FENCE ON THE NORTHWEST SIDE OF THE PASTURE.  ABOUT 45 FEET
 PJ0344'NORTHEAST OF THE FENCE ON THE SOUTHWEST SIDE OF THE PASTURE.  AND 60
 PJ0344'FEET EAST OF THE FENCE CORNER OF THE WESTERN CORNER OF THE PASTURE.
 PJ0344'
 PJ0344'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0344'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER
 PJ0344'OF CONCRETE 9 INCHES IN DIAMETER AND 24 INCHES IN DEPTH.  THE
 PJ0344'SUBSURFACE MARK IS A SEMICIRCULAR BRONZE PLUG SET 24 INCHES
 PJ0344'UNDERGROUND IN THE TOP OF A BLOCK OF CONCRETE, 9 INCHES IN DIAMETER
 PJ0344'AND 6 INCHES IN DEPTH.  REFERENCE MARK 1 IS A 5/8 - INCH DRILL HOLE IN
 PJ0344'THE TOP OF A ROCK 8 BY 16 BY 24 INCHES IN SIZE SET WITH ITS TOP
 PJ0344'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND IN THE FENCE LINE ON THE
 PJ0344'NORTHWEST SIDE OF THE PASTURE 86 FEET NORTHEAST OF THE FENCE CORNER.
 PJ0344'REFERENCE MARK 2 IS A 5/8 - INCH DRILL HOLE IN THE TOP OF A ROCK 10 BY
 PJ0344'18 BY 24 INCHES IN SIZE SET WITH ITS TOP PROJECTING 6 INCHES ABOVE
 PJ0344'THE GROUND IN THE FENCE LINE ON THE SOUTHWEST SIDE OF THE PASTURE 46
 PJ0344'FEET SOUTHEAST OF THE FENCE CORNER.
 PJ0344
 PJ0344                          STATION RECOVERY (1957)
 PJ0344
 PJ0344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0344'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0978 ***********************************************************************
 LX0978  DESIGNATION -  218
 LX0978  PID         -  LX0978
 LX0978  STATE/COUNTY-  NY/WESTCHESTER
 LX0978  USGS QUAD   -  NYACK (1979)
 LX0978
 LX0978                         *CURRENT SURVEY CONTROL
 LX0978  ___________________________________________________________________
 LX0978* NAD 83(1986)-  41 01 37.     (N)    073 52 35.     (W)     SCALED    
 LX0978* NAVD 88     -         2.631  (meters)       8.63   (feet)  ADJUSTED  
 LX0978  ___________________________________________________________________
 LX0978  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LX0978  DYNAMIC HT  -           2.630 (meters)       8.63  (feet)  COMP
 LX0978  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 LX0978
 LX0978  VERT ORDER  -  FIRST     CLASS II
 LX0978
 LX0978.The horizontal coordinates were scaled from a topographic map and have
 LX0978.an estimated accuracy of +/- 6 seconds.
 LX0978
 LX0978.The orthometric height was determined by differential leveling
 LX0978.and adjusted by the National Geodetic Survey in June 1991..
 LX0978
 LX0978.The geoid height was determined by GEOID03.
 LX0978
 LX0978.The dynamic height is computed by dividing the NAVD 88
 LX0978.geopotential number by the normal gravity value computed on the
 LX0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0978.degrees latitude (g = 980.6199 gals.).
 LX0978
 LX0978.The modeled gravity was interpolated from observed gravity values.
 LX0978
 LX0978;                    North         East    Units  Estimated Accuracy
 LX0978;SPC NY E     -   243,730.      202,440.      MT  (+/- 180 meters Scaled)
 LX0978
 LX0978                          SUPERSEDED SURVEY CONTROL
 LX0978
 LX0978  NGVD 29 (??/??/92)    2.932  (m)            9.62   (f) ADJ UNCH    1 2
 LX0978
 LX0978.Superseded values are not recommended for survey control.
 LX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0978.See file dsdata.txt to determine how the superseded data were derived.
 LX0978
 LX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL944423(NAD 83)
 LX0978_MARKER: Q = CHISELED SQUARE
 LX0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0978_SP_SET: DOOR SILL
 LX0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0978
 LX0978  HISTORY     - Date     Condition        Report By
 LX0978  HISTORY     - UNK      MONUMENTED       NYCRR
 LX0978  HISTORY     - 1955     GOOD             NGS
 LX0978  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0978
 LX0978                          STATION DESCRIPTION
 LX0978
 LX0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0978'1 MI N FROM DOBBS FERRY.
 LX0978'1.0 MILE NORTH ALONG NEW YORK CENTRAL RAILROAD FROM THE STATION
 LX0978'AT DOBBS FERRY, ABOUT 0.95 MILE SOUTH OF STATION AT IRVINGTON,
 LX0978'AT ARDSLEY-ON-HUDSON, ACROSS TRACKS FROM A POINT ABOUT 15 YARDS
 LX0978'SOUTH OF POWER TRANSMISSION TOWER NO. 567, A RIGHT ANGLE
 LX0978'1 1/2-INCH CHISELED ON THE TOP OF THE SOUTHWEST CORNER OF STONE
 LX0978'DOOR SILL OF THE MAIN WEST ENTRANCE TO RAILROAD STATION, 28.2
 LX0978'FEET EAST OF EAST RAIL OF EAST TRACK, 27 1/2 FEET NORTH OF
 LX0978'SOUTHEAST CORNER OF STATION AND 1/3 FOOT BELOW LEVEL OF STATION
 LX0978'PLATFORM.
 LX0978
 LX0978                          STATION RECOVERY (1989)
 LX0978
 LX0978'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0333 ***********************************************************************
 PJ0333  DESIGNATION -  218 SUB IBC
 PJ0333  PID         -  PJ0333
 PJ0333  STATE/COUNTY-  NY/JEFFERSON
 PJ0333  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0333
 PJ0333                         *CURRENT SURVEY CONTROL
 PJ0333  ___________________________________________________________________
 PJ0333* NAD 83(1996)-  44 07 25.91267(N)    076 20 50.69887(W)     ADJUSTED  
 PJ0333* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 PJ0333  ___________________________________________________________________
 PJ0333  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 PJ0333  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 PJ0333
 PJ0333  HORZ ORDER  -  THIRD
 PJ0333
 PJ0333.The horizontal coordinates were established by classical geodetic methods
 PJ0333.and adjusted by the National Geodetic Survey in January 1999..
 PJ0333
 PJ0333.The orthometric height was scaled from a topographic map.
 PJ0333
 PJ0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0333
 PJ0333.The geoid height was determined by GEOID03.
 PJ0333
 PJ0333;                    North         East     Units Scale Factor Converg.
 PJ0333;SPC NY C     -   458,054.801   268,881.414   MT  0.99994188   +0 09 51.3
 PJ0333;SPC NY C     - 1,502,801.46    882,155.11   sFT  0.99994188   +0 09 51.3
 PJ0333;UTM  18      - 4,886,512.961   392,196.768   MT  0.99974293   -0 56 17.4
 PJ0333
 PJ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0333!SPC NY C     -   0.99999363  x   0.99994188  =   0.99993551
 PJ0333!UTM  18      -   0.99999363  x   0.99974293  =   0.99973656
 PJ0333
 PJ0333:                Primary Azimuth Mark                     Grid Az
 PJ0333:SPC NY C     -  220 SUB IBC                              223 34 15.7
 PJ0333:UTM  18      -  220 SUB IBC                              224 40 24.4
 PJ0333
 PJ0333|---------------------------------------------------------------------|
 PJ0333| PID    Reference Object                     Distance      Geod. Az  |
 PJ0333|                                                           dddmmss.s |
 PJ0333| PJ0334 220 SUB IBC                         APPROX. 1.8 KM 2234407.0 |
 PJ0333|---------------------------------------------------------------------|
 PJ0333
 PJ0333                          SUPERSEDED SURVEY CONTROL
 PJ0333
 PJ0333  NAD 83(1986)-  44 07 25.91304(N)    076 20 50.69435(W) AD(       ) 3
 PJ0333  NAD 27      -  44 07 25.72700(N)    076 20 51.93600(W) AD(       ) 3
 PJ0333
 PJ0333.Superseded values are not recommended for survey control.
 PJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0333.See file dsdata.txt to determine how the superseded data were derived.
 PJ0333
 PJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9219786513(NAD 83)
 PJ0333_MARKER: DD = SURVEY DISK
 PJ0333_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0333_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PJ0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0333+STABILITY: POSITION/ELEVATION WELL
 PJ0333
 PJ0333  HISTORY     - Date     Condition        Report By
 PJ0333  HISTORY     - 1940     MONUMENTED       IBC
 PJ0333  HISTORY     - 1957     GOOD             IBC
 PJ0333  HISTORY     - 19970730 MARK NOT FOUND   USPSQD
 PJ0333  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PJ0333
 PJ0333                          STATION DESCRIPTION
 PJ0333
 PJ0333'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0333'ON THE SOUTHERN SHORE OF THE ST LAWRENCE RIVER AT THE WESTERN
 PJ0333'OUTSKIRTS OF THE TOWN OF CAPE VINCENT, NEW YORK.  THE STATION IS ABOUT
 PJ0333'300 FEET WEST OF THE NORTHERN END OF THE---VALLEY ROAD---.  IT IS ON A
 PJ0333'FLAT LIMESTONE OUTCROP 1 FOOT BELOW HIGH - WATER MARK OF THE RIVER.
 PJ0333'110 FEET SOUTHWEST OF THE INSHORE POINT OF THE DOCK WING WALL
 PJ0333'BELONGING TO THE BEECHWOOD ESTATE (NOW THE PROPERTY OF A J PHINNEY OF
 PJ0333'BUFFALO, NEW YORK).  71 FEET NORTH OF THE APPROXIMATE CENTER LINE OF
 PJ0333'THE---LAKE SHORE DRIVE---.  91 FEET NORTHEAST OF A POWER LINE POLE GUY
 PJ0333'WIRE ANCHOR WHICH IS CEMENTED INTO SOLID ROCK.
 PJ0333'
 PJ0333'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0333'DISK STATION MARK COUNTERSUNK AND CEMENTED INTO SOLID ROCK.  THERE ARE
 PJ0333'TWO REFERENCE MARKS.  REFERENCE MARK 1 IS A 5/8 - INCH DRILL HOLE
 PJ0333'SOUTHEAST OF THE STATION AND AT HIGH - WATER MARK IN AN UPPER STRATA
 PJ0333'OF THE SAME LIMESTONE OUTCROP ON WHICH THE STATION IS LOCATED.  IN
 PJ0333'1957 REFERENCE MARK 1 WAS COVERED WITH COARSE GRAVEL.  REFERENCE MARK
 PJ0333'2 IS THE STEEL EYE - BOLT OF A POWER LINE POLE GUY WIRE ANCHOR
 PJ0333'WOUTHWEST OF THE STATION.
 PJ0333
 PJ0333                          STATION RECOVERY (1957)
 PJ0333
 PJ0333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0333'STATION RECOVERED IN GOOD CONDITION.
 PJ0333
 PJ0333                          STATION RECOVERY (1997)
 PJ0333
 PJ0333'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0333'MARK NOT FOUND.
 PJ0333
 PJ0333                          STATION RECOVERY (2005)
 PJ0333
 PJ0333'RECOVERY NOTE BY US POWER SQUADRON 2005 (DT)
 PJ0333'STATION MARK NOT FOUND BUT REFERENCE MARK 2 OF A STEEL EYE-BOLT WAS
 PJ0333'FOUND IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0294 ***********************************************************************
 OE0294  DESIGNATION -  218.0
 OE0294  PID         -  OE0294
 OE0294  STATE/COUNTY-  NY/HERKIMER
 OE0294  USGS QUAD   -  HERKIMER (1943)
 OE0294
 OE0294                         *CURRENT SURVEY CONTROL
 OE0294  ___________________________________________________________________
 OE0294* NAD 83(1986)-  43 01 37.     (N)    074 52 50.     (W)     SCALED    
 OE0294* NAVD 88     -       114.141  (meters)     374.48   (feet)  ADJUSTED  
 OE0294  ___________________________________________________________________
 OE0294  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 OE0294  DYNAMIC HT  -         114.110 (meters)     374.38  (feet)  COMP
 OE0294  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 OE0294
 OE0294  VERT ORDER  -  FIRST     CLASS II
 OE0294
 OE0294.The horizontal coordinates were scaled from a topographic map and have
 OE0294.an estimated accuracy of +/- 6 seconds.
 OE0294
 OE0294.The orthometric height was determined by differential leveling
 OE0294.and adjusted by the National Geodetic Survey in June 1991..
 OE0294
 OE0294.The geoid height was determined by GEOID03.
 OE0294
 OE0294.The dynamic height is computed by dividing the NAVD 88
 OE0294.geopotential number by the normal gravity value computed on the
 OE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0294.degrees latitude (g = 980.6199 gals.).
 OE0294
 OE0294.The modeled gravity was interpolated from observed gravity values.
 OE0294
 OE0294;                    North         East    Units  Estimated Accuracy
 OE0294;SPC NY E     -   465,740.      118,990.      MT  (+/- 180 meters Scaled)
 OE0294
 OE0294                          SUPERSEDED SURVEY CONTROL
 OE0294
 OE0294  NGVD 29 (??/??/92)  114.294  (m)          374.98   (f) ADJ UNCH    1 2
 OE0294
 OE0294.Superseded values are not recommended for survey control.
 OE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0294.See file dsdata.txt to determine how the superseded data were derived.
 OE0294
 OE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN097638(NAD 83)
 OE0294_MARKER: Q = CHISELED SQUARE
 OE0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0294_SP_SET: MILEPOST
 OE0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0294
 OE0294  HISTORY     - Date     Condition        Report By
 OE0294  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0294  HISTORY     - 1931     GOOD             NGS
 OE0294
 OE0294                          STATION DESCRIPTION
 OE0294
 OE0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0294'1.5 MI W FROM LITTLE FALLS.
 OE0294'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILE POST N.Y.218.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0296 ***********************************************************************
 PH0296  DESIGNATION -  2180
 PH0296  PID         -  PH0296
 PH0296  STATE/COUNTY-  NY/ESSEX
 PH0296  USGS QUAD   -  
 PH0296
 PH0296                         *CURRENT SURVEY CONTROL
 PH0296  ___________________________________________________________________
 PH0296* NAD 83(1986)-  44 07 14.     (N)    074 04 54.     (W)     SCALED    
 PH0296* NAVD 88     -       664.441  (meters)    2179.92   (feet)  ADJUSTED  
 PH0296  ___________________________________________________________________
 PH0296  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 PH0296  DYNAMIC HT  -         664.292 (meters)    2179.43  (feet)  COMP
 PH0296  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 PH0296
 PH0296  VERT ORDER  -  SECOND    CLASS 0
 PH0296
 PH0296.The horizontal coordinates were scaled from a topographic map and have
 PH0296.an estimated accuracy of +/- 6 seconds.
 PH0296
 PH0296.The orthometric height was determined by differential leveling
 PH0296.and adjusted by the National Geodetic Survey in June 1991..
 PH0296
 PH0296.The geoid height was determined by GEOID03.
 PH0296
 PH0296.The dynamic height is computed by dividing the NAVD 88
 PH0296.geopotential number by the normal gravity value computed on the
 PH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0296.degrees latitude (g = 980.6199 gals.).
 PH0296
 PH0296.The modeled gravity was interpolated from observed gravity values.
 PH0296
 PH0296;                    North         East    Units  Estimated Accuracy
 PH0296;SPC NY E     -   587,240.      183,480.      MT  (+/- 180 meters Scaled)
 PH0296
 PH0296                          SUPERSEDED SURVEY CONTROL
 PH0296
 PH0296  NGVD 29 (??/??/92)  664.497  (m)         2180.10   (f) ADJ UNCH    2 0
 PH0296
 PH0296.Superseded values are not recommended for survey control.
 PH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0296.See file dsdata.txt to determine how the superseded data were derived.
 PH0296
 PH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP734856(NAD 83)
 PH0296_MARKER: DB = BENCH MARK DISK
 PH0296_SETTING: 80 = SET IN A BOULDER
 PH0296_SP_SET: BOULDER
 PH0296_STAMPING: 2180 FT. COVINGTON 1901
 PH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0296+STABILITY: SURFACE MOTION
 PH0296
 PH0296  HISTORY     - Date     Condition        Report By
 PH0296  HISTORY     - 1901     MONUMENTED       USGS
 PH0296  HISTORY     - 1942     GOOD             NGS
 PH0296
 PH0296                          STATION DESCRIPTION
 PH0296
 PH0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0296'3.6 MI NW FROM TAHAWAS CLUB.
 PH0296'TO REACH FROM THE TAHAWAS CLUB, PROCEED NORTHERLY ON TRAIL TO DUCK
 PH0296'HOLE POND, GO ABOUT 1.6 MILES TO THE INTERSECTION OF THE TRAIL TO
 PH0296'INDIAN PASS, TURN WESTERLY (LEFT) ACROSS A SWINGING FOOT BRIDGE AND
 PH0296'FOLLOW THE DUCK HOLE POND TRAIL 2.0 MILES TO SOME VERY LARGE BOULDERS
 PH0296'AND SITE OF BENCH MARK.  BENCH MARK IS SET VERTICALLY IN THE WEST SIDE
 PH0296'OF A VERY LARGE SHARP POINTED BOULDER, IT IS ABOUT 0.2 MILE SOUTHEAST
 PH0296'OF THE UPPER PRESTON POND, 6.0 FEET EAST OF AND ABOUT 2.5 FEET ABOVE
 PH0296'THE CENTERLINE OF THE TRAIL AND AT A POINT WHERE THE TRAIL PASSES
 PH0296'BETWEEN TWO LARGE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0321 ***********************************************************************
 PJ0321  DESIGNATION -  219 IWC
 PJ0321  PID         -  PJ0321
 PJ0321  STATE/COUNTY-  NY/JEFFERSON
 PJ0321  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0321
 PJ0321                         *CURRENT SURVEY CONTROL
 PJ0321  ___________________________________________________________________
 PJ0321* NAD 83(1996)-  44 08 09.45021(N)    076 21 18.59713(W)     ADJUSTED  
 PJ0321* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0321  ___________________________________________________________________
 PJ0321  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 PJ0321  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 PJ0321
 PJ0321  HORZ ORDER  -  THIRD
 PJ0321
 PJ0321.The horizontal coordinates were established by classical geodetic methods
 PJ0321.and adjusted by the National Geodetic Survey in January 1999..
 PJ0321
 PJ0321.The orthometric height was scaled from a topographic map.
 PJ0321
 PJ0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0321
 PJ0321.The geoid height was determined by GEOID03.
 PJ0321
 PJ0321;                    North         East     Units Scale Factor Converg.
 PJ0321;SPC NY C     -   459,396.764   268,257.462   MT  0.99994160   +0 09 32.0
 PJ0321;SPC NY C     - 1,507,204.22    880,108.02   sFT  0.99994160   +0 09 32.0
 PJ0321;UTM  18      - 4,887,866.413   391,598.872   MT  0.99974452   -0 56 37.6
 PJ0321
 PJ0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0321!SPC NY C     -   0.99999347  x   0.99994160  =   0.99993507
 PJ0321!UTM  18      -   0.99999347  x   0.99974452  =   0.99973799
 PJ0321
 PJ0321|---------------------------------------------------------------------|
 PJ0321| PID    Reference Object                     Distance      Geod. Az  |
 PJ0321|                                                           dddmmss.s |
 PJ0321| PJ0320 REF MON 87 IWC                       28.142 METERS 05333     |
 PJ0321| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 4.1 KM 1970839.3 |
 PJ0321|---------------------------------------------------------------------|
 PJ0321
 PJ0321                          SUPERSEDED SURVEY CONTROL
 PJ0321
 PJ0321  NAD 83(1986)-  44 08 09.45053(N)    076 21 18.59237(W) AD(       ) 3
 PJ0321  NAD 27      -  44 08 09.26700(N)    076 21 19.83600(W) AD(       ) 3
 PJ0321
 PJ0321.Superseded values are not recommended for survey control.
 PJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0321.See file dsdata.txt to determine how the superseded data were derived.
 PJ0321
 PJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9159987866(NAD 83)
 PJ0321_MARKER: DD = SURVEY DISK
 PJ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0321+STABILITY: SURFACE MOTION
 PJ0321
 PJ0321  HISTORY     - Date     Condition        Report By
 PJ0321  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0321  HISTORY     - 1957     GOOD             IBC
 PJ0321
 PJ0321                          STATION DESCRIPTION
 PJ0321
 PJ0321'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0321'ON WOLFE ISLAND IN THE ST LAWRENCE RIVER.  ON THE SOUTHEAST END OF
 PJ0321'HINKLEY POINT OPPOSITE CAPE VINCENT, NEW YORK.  THE STATION IS ON THE
 PJ0321'SOUTH SIDE OF THE ROAD LEADING FROM THE FERRY WHARF, 16.5 FEET NORTH
 PJ0321'OF THE OUTSIDE EDGE OF THE CONCRETE RETAINING WALL, 82 FEET SOUTHEAST
 PJ0321'OF THE SOUTHEAST CORNER OF THE STONE PORCH OF THE CANADIAN CUSTOMS
 PJ0321'HOUSE, 12.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FERRY
 PJ0321'DRIVE - WAY, AND ABOUT 6 FEET ABOVE THE WATER IN THE RIVER.
 PJ0321'
 PJ0321'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0321'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER
 PJ0321'OF CONCRETE 9 INCHES IN DIAMETER AND 24 INCHES IN DEPTH.  THE
 PJ0321'SUBSURFACE MARK IS A BRONZE WEDGE SET 24 INCHES UNDERGROUND IN A
 PJ0321'BLOCK OF CONCRETE 9 INCHES IN DIAMETER AND 6 INCHES IN DEPTH SET ON
 PJ0321'SOLID ROCK.  BOUNDARY REFERENCE MONUMENT 87 IS 92.33 FEET FROM THE
 PJ0321'STATION, N 53 DEG 33 MIN E.
 PJ0321
 PJ0321                          STATION RECOVERY (1957)
 PJ0321
 PJ0321'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0321'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0429 ***********************************************************************
 KU0429  DESIGNATION -  219 NC
 KU0429  PID         -  KU0429
 KU0429  STATE/COUNTY-  NY/NASSAU
 KU0429  USGS QUAD   -  HUNTINGTON (1979)
 KU0429
 KU0429                         *CURRENT SURVEY CONTROL
 KU0429  ___________________________________________________________________
 KU0429* NAD 83(1986)-  40 51 05.     (N)    073 28 28.     (W)     SCALED    
 KU0429* NAVD 88     -        71.186  (meters)     233.55   (feet)  ADJUSTED  
 KU0429  ___________________________________________________________________
 KU0429  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU0429  DYNAMIC HT  -          71.160 (meters)     233.46  (feet)  COMP
 KU0429  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 KU0429
 KU0429  VERT ORDER  -  SECOND    CLASS 0
 KU0429
 KU0429.The horizontal coordinates were scaled from a topographic map and have
 KU0429.an estimated accuracy of +/- 6 seconds.
 KU0429
 KU0429.The orthometric height was determined by differential leveling
 KU0429.and adjusted by the National Geodetic Survey in June 1991..
 KU0429
 KU0429.The geoid height was determined by GEOID03.
 KU0429
 KU0429.The dynamic height is computed by dividing the NAVD 88
 KU0429.geopotential number by the normal gravity value computed on the
 KU0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0429.degrees latitude (g = 980.6199 gals.).
 KU0429
 KU0429.The modeled gravity was interpolated from observed gravity values.
 KU0429
 KU0429;                    North         East    Units  Estimated Accuracy
 KU0429;SPC NY L     -    76,170.      344,320.      MT  (+/- 180 meters Scaled)
 KU0429
 KU0429                          SUPERSEDED SURVEY CONTROL
 KU0429
 KU0429  NGVD 29 (??/??/92)   71.505  (m)          234.60   (f) ADJ UNCH    2 0
 KU0429
 KU0429.Superseded values are not recommended for survey control.
 KU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0429.See file dsdata.txt to determine how the superseded data were derived.
 KU0429
 KU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL285233(NAD 83)
 KU0429_MARKER: Z = SEE DESCRIPTION
 KU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0429_STAMPING: NC BM 219
 KU0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0429+STABILITY: SURFACE MOTION
 KU0429
 KU0429  HISTORY     - Date     Condition        Report By
 KU0429  HISTORY     - UNK      MONUMENTED       NY-059
 KU0429  HISTORY     - 1932     GOOD             NGS
 KU0429  HISTORY     - 1935     GOOD             NGS
 KU0429  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0429  HISTORY     - 20031104 MARK NOT FOUND   NGS
 KU0429
 KU0429                          STATION DESCRIPTION
 KU0429
 KU0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0429'1.9 MI SW FROM COLD SPRING HARBOR.
 KU0429'IN NASSAU COUNTY, 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 25 A
 KU0429'FROM COLD SPRINGS HARBOR, SUFFOLK COUNTY, AT THE TOP OF A HILL
 KU0429'AND A SHARP TURN IN THE HIGHWAY, AT THE JUNCTION OF A CONCRETE
 KU0429'ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET WEST
 KU0429'OF A POLE MARKED NYT 449 LIL AND NYT 447 LIL, AND OPPOSITE A
 KU0429'SERVICE STATION.  A 1/2-INCH COPPER PLUG, STAMPED NC BM 219 AND
 KU0429'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.
 KU0429
 KU0429                          STATION RECOVERY (1935)
 KU0429
 KU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU0429'RECOVERED IN GOOD CONDITION.
 KU0429
 KU0429                          STATION RECOVERY (1985)
 KU0429
 KU0429'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU0429'MARK NOT FOUND.
 KU0429
 KU0429                          STATION RECOVERY (2003)
 KU0429
 KU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU0429'THE SEARCH AREA IS BELIEVED TO BE AT THE JUNCTION OF COLD SPRING RD
 KU0429'WITH RT 25 A. THE CALLS FOR TOP OF HILL, SHARP TURN IN HIGHWAY AND
 KU0429'JUNCTION OF A CONCRETE ROAD MATCH HERE. BUT THE POLES AND SERVICE
 KU0429'STATION NO LONGER EXIST AND WITH HIGHWAY WIDENING IT IS POSSIBLE BUT
 KU0429'HIGHLY UNLIKELY THAT THE MARK EXISTS TODAY UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0321 ***********************************************************************
 KV0321  DESIGNATION -  2195 BOR
 KV0321  PID         -  KV0321
 KV0321  STATE/COUNTY-  NY/RICHMOND
 KV0321  USGS QUAD   -  ARTHUR KILL (1981)
 KV0321
 KV0321                         *CURRENT SURVEY CONTROL
 KV0321  ___________________________________________________________________
 KV0321* NAD 83(1986)-  40 36 32.     (N)    074 09 41.     (W)     SCALED    
 KV0321* NAVD 88     -        10.755  (meters)      35.29   (feet)  ADJUSTED  
 KV0321  ___________________________________________________________________
 KV0321  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV0321  DYNAMIC HT  -          10.751 (meters)      35.27  (feet)  COMP
 KV0321  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 KV0321
 KV0321  VERT ORDER  -  FIRST     CLASS II
 KV0321
 KV0321.The horizontal coordinates were scaled from a topographic map and have
 KV0321.an estimated accuracy of +/- 6 seconds.
 KV0321
 KV0321.The orthometric height was determined by differential leveling
 KV0321.and adjusted by the National Geodetic Survey in June 1991..
 KV0321
 KV0321.The geoid height was determined by GEOID03.
 KV0321
 KV0321.The dynamic height is computed by dividing the NAVD 88
 KV0321.geopotential number by the normal gravity value computed on the
 KV0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0321.degrees latitude (g = 980.6199 gals.).
 KV0321
 KV0321.The modeled gravity was interpolated from observed gravity values.
 KV0321
 KV0321;                    North         East    Units  Estimated Accuracy
 KV0321;SPC NY L     -    49,120.      286,340.      MT  (+/- 180 meters Scaled)
 KV0321
 KV0321                          SUPERSEDED SURVEY CONTROL
 KV0321
 KV0321  NGVD 29 (04/16/92)   11.086  (m)           36.37   (f) ADJUSTED    1 2
 KV0321
 KV0321.Superseded values are not recommended for survey control.
 KV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0321.See file dsdata.txt to determine how the superseded data were derived.
 KV0321
 KV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK709956(NAD 83)
 KV0321_MARKER: Q = CHISELED SQUARE
 KV0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0321_SP_SET: SEWER MAN HOLE BASE
 KV0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0321
 KV0321  HISTORY     - Date     Condition        Report By
 KV0321  HISTORY     - 1952     MONUMENTED       NY-085
 KV0321  HISTORY     - 1952     GOOD             CGS
 KV0321  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0321  HISTORY     - 19960922 MARK NOT FOUND   USPSQD
 KV0321
 KV0321                          STATION DESCRIPTION
 KV0321
 KV0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0321'AT STATEN ISLAND.
 KV0321'ON STATEN ISLAND, AT NEW SPRINGVILLE, ALONG RICHMOND AVENUE, ABOUT
 KV0321'0.2 MILE NORTH OF INTERSECTION OF VICTORY BOULEVARD, AN OUTLINE
 KV0321'SQUARE ON THE TOP OF WEST EDGE OF CONCRETE BASE OF A SEWER MAN
 KV0321'HOLE, 19 FEET SOUTHWEST OF SOUTH CORNER OF HOUSE NO. 1606 RICHMOND
 KV0321'AVENUE, 2 FEET NORTHWEST OF NORTHWEST EDGE OF SIDE WALK, 1/2 FOOT
 KV0321'NORTHWEST OF NORTHWEST EDGE OF MANHOLE.
 KV0321
 KV0321                          STATION RECOVERY (1985)
 KV0321
 KV0321'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0321'MARK NOT FOUND.
 KV0321
 KV0321                          STATION RECOVERY (1996)
 KV0321
 KV0321'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0290 ***********************************************************************
 OE0290  DESIGNATION -  219.7
 OE0290  PID         -  OE0290
 OE0290  STATE/COUNTY-  NY/HERKIMER
 OE0290  USGS QUAD   -  HERKIMER (1943)
 OE0290
 OE0290                         *CURRENT SURVEY CONTROL
 OE0290  ___________________________________________________________________
 OE0290* NAD 83(1986)-  43 01 19.     (N)    074 54 47.     (W)     SCALED    
 OE0290* NAVD 88     -       113.542  (meters)     372.51   (feet)  ADJUSTED  
 OE0290  ___________________________________________________________________
 OE0290  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 OE0290  DYNAMIC HT  -         113.510 (meters)     372.41  (feet)  COMP
 OE0290  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 OE0290
 OE0290  VERT ORDER  -  FIRST     CLASS II
 OE0290
 OE0290.The horizontal coordinates were scaled from a topographic map and have
 OE0290.an estimated accuracy of +/- 6 seconds.
 OE0290
 OE0290.The orthometric height was determined by differential leveling
 OE0290.and adjusted by the National Geodetic Survey in June 1991..
 OE0290
 OE0290.The geoid height was determined by GEOID03.
 OE0290
 OE0290.The dynamic height is computed by dividing the NAVD 88
 OE0290.geopotential number by the normal gravity value computed on the
 OE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0290.degrees latitude (g = 980.6199 gals.).
 OE0290
 OE0290.The modeled gravity was interpolated from observed gravity values.
 OE0290
 OE0290;                    North         East    Units  Estimated Accuracy
 OE0290;SPC NY E     -   465,190.      116,330.      MT  (+/- 180 meters Scaled)
 OE0290
 OE0290                          SUPERSEDED SURVEY CONTROL
 OE0290
 OE0290  NGVD 29 (??/??/92)  113.695  (m)          373.01   (f) ADJ UNCH    1 2
 OE0290
 OE0290.Superseded values are not recommended for survey control.
 OE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0290.See file dsdata.txt to determine how the superseded data were derived.
 OE0290
 OE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN070632(NAD 83)
 OE0290_MARKER: Q = CHISELED SQUARE
 OE0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0290_SP_SET: WALL
 OE0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0290
 OE0290  HISTORY     - Date     Condition        Report By
 OE0290  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0290  HISTORY     - 1931     GOOD             NGS
 OE0290
 OE0290                          STATION DESCRIPTION
 OE0290
 OE0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0290'3.2 MI W FROM LITTLE FALLS.
 OE0290'ON SOUTHWEST CORNER OF EAST ABUTMENT OF NEW YORK CENTRAL RAILROAD
 OE0290'BRIDGE NO. 462.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1297 ***********************************************************************
 KU1297  DESIGNATION -  22
 KU1297  PID         -  KU1297
 KU1297  STATE/COUNTY-  NY/KINGS
 KU1297  USGS QUAD   -  BROOKLYN (1979)
 KU1297
 KU1297                         *CURRENT SURVEY CONTROL
 KU1297  ___________________________________________________________________
 KU1297* NAD 83(1986)-  40 40 20.     (N)    073 58 02.     (W)     SCALED    
 KU1297* NAVD 88     -        54.794  (meters)     179.77   (feet)  ADJUSTED  
 KU1297  ___________________________________________________________________
 KU1297  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU1297  DYNAMIC HT  -          54.774 (meters)     179.70  (feet)  COMP
 KU1297  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 KU1297
 KU1297  VERT ORDER  -  FIRST     CLASS II
 KU1297
 KU1297.The horizontal coordinates were scaled from a topographic map and have
 KU1297.an estimated accuracy of +/- 6 seconds.
 KU1297
 KU1297.The orthometric height was determined by differential leveling
 KU1297.and adjusted by the National Geodetic Survey in June 1991..
 KU1297
 KU1297.The geoid height was determined by GEOID03.
 KU1297
 KU1297.The dynamic height is computed by dividing the NAVD 88
 KU1297.geopotential number by the normal gravity value computed on the
 KU1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1297.degrees latitude (g = 980.6199 gals.).
 KU1297
 KU1297.The modeled gravity was interpolated from observed gravity values.
 KU1297
 KU1297;                    North         East    Units  Estimated Accuracy
 KU1297;SPC NY L     -    56,140.      302,770.      MT  (+/- 180 meters Scaled)
 KU1297
 KU1297                          SUPERSEDED SURVEY CONTROL
 KU1297
 KU1297  NGVD 29 (??/??/92)   55.132  (m)          180.88   (f) ADJ UNCH    1 2
 KU1297
 KU1297.Superseded values are not recommended for survey control.
 KU1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1297.See file dsdata.txt to determine how the superseded data were derived.
 KU1297
 KU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872028(NAD 83)
 KU1297_MARKER: DB = BENCH MARK DISK
 KU1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1297_SP_SET: GRANITE POST
 KU1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1297+STABILITY: SURFACE MOTION
 KU1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1297+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU1297
 KU1297  HISTORY     - Date     Condition        Report By
 KU1297  HISTORY     - UNK      MONUMENTED       CGS
 KU1297  HISTORY     - 1952     GOOD             NGS
 KU1297  HISTORY     - 20060216 GOOD             GEOCAC
 KU1297
 KU1297                          STATION DESCRIPTION
 KU1297
 KU1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1297'AT NEW YORK.
 KU1297'AT NEW YORK, IN BOROUGH OF BROOKLYN, JUST SOUTH OF EASTERN
 KU1297'PARKWAY ABOUT 0.1 MILE EAST OF GRAND ARMY PLAZA, ABOUT 109 FEET
 KU1297'SOUTH OF SOUTH CURB OF EASTERN PARKWAY, ABOUT 67 FEET SOUTHEAST
 KU1297'OF SOUTHEAST CORNER OF EAST WING OF BROOKLYN PUBLIC LIBRARY, 40
 KU1297'FEET EAST OF A LIMESTONE RETAININ WALL, 29 FEET WEST OF CENTER
 KU1297'LINE OF CONCRETE STEPS LEADING NORTH TO EASTERN PARKWAY SIDE
 KU1297'WALK, 9 FEET WEST OF CENTER OF A GATE IN PARK FENCE, 2.8 FEET
 KU1297'NORTHWEST OF A CORNER IN PARK FENCE ABOUT 35 FEET ABOVE LEVEL OF
 KU1297'EASTERN PARKWAY, AND IN THE TOP OF A GRANITE POST PROJECTING 10
 KU1297'INCHES.  NOTE-- POINT LEVELED TO IS A 1-INCH BRASS PLUG IN
 KU1297'CENTER OF 10-INCH DISK.
 KU1297
 KU1297                          STATION RECOVERY (2006)
 KU1297
 KU1297'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1297'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU1297' 
 KU1297'IT SHOULD BE NOTED THAT THIS STATION USES THE SAME MONUMENT WHICH IS
 KU1297'THE TRIANGULATION STATION KU3532, 'PROSPECT WATER TOWER 1903'.  THE
 KU1297'MONUMENT MARKS THE POSITION OF THE ORIGINAL TOWER WHICH IS THE ORIGIN
 KU1297'OF THE BROOKLYN COORDINATE SYSTEM AND WHICH WAS A PRIMARY
 KU1297'TRIANGULATION STATION OF THE 1903 TRIANGULATION OF NEW YORK CITY.
 KU1297' 
 KU1297'THERE IS NO LONGER A BALL FIELD NEAR THE STATION.  THE STATION MAY BE
 KU1297'FOUND BY GOING EAST PAST THE BROOKLYN PUBLIC LIBRARY ON EASTERN
 KU1297'PARKWAY AND ENTERING MOUNT PROSPECT PARK JUST EAST OF THE RETAINING
 KU1297'WALL EAST OF THE LIBRARY. AFTER ENTERING THE PARK, CLIMB TO THE TOP OF
 KU1297'THE STAIRS AND LOOK FOR THE GRANITE HEXAGONAL MONUMENT ABOUT 20 FEET
 KU1297'SOUTHEAST (OFF TO THE RIGHT), JUST PAST THE END OF A CHAIN LINK FENCE.
 KU1297' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0244 ***********************************************************************
 KU0244  DESIGNATION -  22
 KU0244  PID         -  KU0244
 KU0244  STATE/COUNTY-  NY/SUFFOLK
 KU0244  USGS QUAD   -  MORICHES (1967)
 KU0244
 KU0244                         *CURRENT SURVEY CONTROL
 KU0244  ___________________________________________________________________
 KU0244* NAD 83(1986)-  40 48 10.     (N)    072 52 11.     (W)     SCALED    
 KU0244* NAVD 88     -        16.072  (meters)      52.73   (feet)  ADJUSTED  
 KU0244  ___________________________________________________________________
 KU0244  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU0244  DYNAMIC HT  -          16.066 (meters)      52.71  (feet)  COMP
 KU0244  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 KU0244
 KU0244  VERT ORDER  -  SECOND    CLASS 0
 KU0244
 KU0244.The horizontal coordinates were scaled from a topographic map and have
 KU0244.an estimated accuracy of +/- 6 seconds.
 KU0244
 KU0244.The orthometric height was determined by differential leveling
 KU0244.and adjusted by the National Geodetic Survey in June 1991..
 KU0244
 KU0244.The geoid height was determined by GEOID03.
 KU0244
 KU0244.The dynamic height is computed by dividing the NAVD 88
 KU0244.geopotential number by the normal gravity value computed on the
 KU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0244.degrees latitude (g = 980.6199 gals.).
 KU0244
 KU0244.The modeled gravity was interpolated from observed gravity values.
 KU0244
 KU0244;                    North         East    Units  Estimated Accuracy
 KU0244;SPC NY L     -    71,250.      395,380.      MT  (+/- 180 meters Scaled)
 KU0244
 KU0244                          SUPERSEDED SURVEY CONTROL
 KU0244
 KU0244  NGVD 29 (??/??/92)   16.391  (m)           53.78   (f) ADJ UNCH    2 0
 KU0244
 KU0244.Superseded values are not recommended for survey control.
 KU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0244.See file dsdata.txt to determine how the superseded data were derived.
 KU0244
 KU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL796190(NAD 83)
 KU0244_MARKER: B = BOLT
 KU0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0244_SP_SET: RIGHT OF WAY MARKER
 KU0244_STAMPING: 22
 KU0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0244
 KU0244  HISTORY     - Date     Condition        Report By
 KU0244  HISTORY     - UNK      MONUMENTED       USGS
 KU0244  HISTORY     - 1950     GOOD             NGS
 KU0244
 KU0244                          STATION DESCRIPTION
 KU0244
 KU0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0244'1.6 MI W FROM MASTIC.
 KU0244'ABOUT 1.35 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0244'STATION AT MASTIC, THENCE ABOUT 0.3 MILE NORTH ALONG A DIRT
 KU0244'ROAD, AT THE JUNCTION OF UPTON BOULEVARD AND STATE HIGHWAY 27,
 KU0244'50 FEET EAST OF THE CENTER LINE OF UPTON BOULEVARD, 44.3 FEET
 KU0244'NORTH OF THE CENTER LINE OF STATE HIGHWAY 27, AND SET IN THE TOP
 KU0244'OF A CONCRETE R/W MARKER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1418 ***********************************************************************
 PH1418  DESIGNATION -  22
 PH1418  PID         -  PH1418
 PH1418  STATE/COUNTY-  NY/ST LAWRENCE
 PH1418  USGS QUAD   -  MORRISTOWN (1982)
 PH1418
 PH1418                         *CURRENT SURVEY CONTROL
 PH1418  ___________________________________________________________________
 PH1418* NAD 83(1986)-  44 30 37.     (N)    075 44 52.     (W)     SCALED    
 PH1418* NAVD 88     -       103.314  (meters)     338.96   (feet)  ADJUSTED  
 PH1418  ___________________________________________________________________
 PH1418  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 PH1418  DYNAMIC HT  -         103.304 (meters)     338.92  (feet)  COMP
 PH1418  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 PH1418
 PH1418  VERT ORDER  -  FIRST     CLASS 0
 PH1418
 PH1418.The horizontal coordinates were scaled from a topographic map and have
 PH1418.an estimated accuracy of +/- 6 seconds.
 PH1418
 PH1418.The orthometric height was determined by differential leveling
 PH1418.and adjusted by the National Geodetic Survey in June 1991..
 PH1418
 PH1418.The geoid height was determined by GEOID03.
 PH1418
 PH1418.The dynamic height is computed by dividing the NAVD 88
 PH1418.geopotential number by the normal gravity value computed on the
 PH1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1418.degrees latitude (g = 980.6199 gals.).
 PH1418
 PH1418.The modeled gravity was interpolated from observed gravity values.
 PH1418
 PH1418;                    North         East    Units  Estimated Accuracy
 PH1418;SPC NY E     -   631,220.       50,790.      MT  (+/- 180 meters Scaled)
 PH1418
 PH1418                          SUPERSEDED SURVEY CONTROL
 PH1418
 PH1418  NGVD 29 (??/??/92)  103.437  (m)          339.36   (f) ADJ UNCH    1 0
 PH1418
 PH1418.Superseded values are not recommended for survey control.
 PH1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1418.See file dsdata.txt to determine how the superseded data were derived.
 PH1418
 PH1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ405288(NAD 83)
 PH1418_MARKER: B = BOLT
 PH1418_SETTING: 66 = SET IN ROCK OUTCROP
 PH1418_SP_SET: BEDROCK
 PH1418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1418+STABILITY: POSITION/ELEVATION WELL
 PH1418
 PH1418  HISTORY     - Date     Condition        Report By
 PH1418  HISTORY     - UNK      MONUMENTED       USLS
 PH1418  HISTORY     - 1969     GOOD             USLS
 PH1418
 PH1418                          STATION DESCRIPTION
 PH1418
 PH1418'DESCRIBED BY US LAKE SURVEY 1969
 PH1418'0.3 MI SE FROM OAK POINT VILLAGE.
 PH1418'IS IN ST. LAWRENCE COUNTY, NEW YORK, 0.3 MILES SOUTHEAST OF OAK POINT
 PH1418'VILLAGE, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF HIGHWAY 12 AND OAK
 PH1418'POINT ROAD, AT EAST CORNER OF INTERSECTION OF RIVER RD. AND OAK POINT
 PH1418'RD., 92 FEET NORTHEAST OF CENTERLINE OF OAK POINT RD. 72.5 FEET
 PH1418'NORTHEAST OF FENCE CORNER, 71.1 FEET NORTHEAST OF ARROW CHISELED IN A
 PH1418'4 X 3 X 1 FOOT BOULDER, 60.7 FEET SOUTHEAST OF UTILITY POLE NO. 39,
 PH1418'24.6 FEET SOUTHEAST OF CENTERLINE OF RIVER ROAD, 4.5 FEET SOUTHEAST OF
 PH1418'AN OLD FENCE LINE, FLUSH WITH GROUND SURFACE, BEING HIGHEST POINT ON
 PH1418'TOP OF A 1/4-INCH BRASS BOLT SET IN THE BEDROCK, WITH THE LETTERS PBM
 PH1418'US 22 CUT AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0408 ***********************************************************************
 KV0408  DESIGNATION -  22 BOR
 KV0408  PID         -  KV0408
 KV0408  STATE/COUNTY-  NY/RICHMOND
 KV0408  USGS QUAD   -  THE NARROWS (1981)
 KV0408
 KV0408                         *CURRENT SURVEY CONTROL
 KV0408  ___________________________________________________________________
 KV0408* NAD 83(1986)-  40 36 36.     (N)    074 03 47.     (W)     SCALED    
 KV0408* NAVD 88     -        10.976  (meters)      36.01   (feet)  ADJUSTED  
 KV0408  ___________________________________________________________________
 KV0408  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0408  DYNAMIC HT  -          10.972 (meters)      36.00  (feet)  COMP
 KV0408  MODELED GRAV-     980,241.9   (mgal)                       NAVD 88
 KV0408
 KV0408  VERT ORDER  -  FIRST     CLASS II
 KV0408
 KV0408.The horizontal coordinates were scaled from a topographic map and have
 KV0408.an estimated accuracy of +/- 6 seconds.
 KV0408
 KV0408.The orthometric height was determined by differential leveling
 KV0408.and adjusted by the National Geodetic Survey in June 1991..
 KV0408
 KV0408.The geoid height was determined by GEOID03.
 KV0408
 KV0408.The dynamic height is computed by dividing the NAVD 88
 KV0408.geopotential number by the normal gravity value computed on the
 KV0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0408.degrees latitude (g = 980.6199 gals.).
 KV0408
 KV0408.The modeled gravity was interpolated from observed gravity values.
 KV0408
 KV0408;                    North         East    Units  Estimated Accuracy
 KV0408;SPC NY L     -    49,230.      294,660.      MT  (+/- 180 meters Scaled)
 KV0408
 KV0408                          SUPERSEDED SURVEY CONTROL
 KV0408
 KV0408  NGVD 29 (04/16/92)   11.314  (m)           37.12   (f) ADJUSTED    1 2
 KV0408
 KV0408.Superseded values are not recommended for survey control.
 KV0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0408.See file dsdata.txt to determine how the superseded data were derived.
 KV0408
 KV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK792958(NAD 83)
 KV0408_MARKER: Q = CHISELED SQUARE
 KV0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0408_SP_SET: DOOR SILL
 KV0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0408
 KV0408  HISTORY     - Date     Condition        Report By
 KV0408  HISTORY     - 1952     MONUMENTED       NY-085
 KV0408  HISTORY     - 1952     GOOD             CGS
 KV0408
 KV0408                          STATION DESCRIPTION
 KV0408
 KV0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0408'AT STATEN ISLAND.
 KV0408'ON STATEN ISLAND, NEAR FORT WADSWORTH, AT THE JUNCTION OF BAY
 KV0408'STREET AND EVELYN PLACE, ABOUT 1 BLOCK SOUTH ALONG BAY STREET
 KV0408'FROM THE SOUTHWEST CORNER OF U.S. QUARANTINE STATION GROUNDS, AN
 KV0408'OUTLINE SQUARE IN THE TOP OF STONE DOOR SILL ON THE NORTH ONE
 KV0408'OF TWO ENTRANCES TO BUILDING NO. 1377 BAY STREET, 1/2 FOOT SOUTH
 KV0408'OF NORTH END OF SILL AND ABOUT 1 FOOT ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0366 ***********************************************************************
 OD0366  DESIGNATION -  22 DHRR
 OD0366  PID         -  OD0366
 OD0366  STATE/COUNTY-  NY/ESSEX
 OD0366  USGS QUAD   -  ORWELL (1949)
 OD0366
 OD0366                         *CURRENT SURVEY CONTROL
 OD0366  ___________________________________________________________________
 OD0366* NAD 83(1986)-  43 46 46.     (N)    073 21 53.     (W)     SCALED    
 OD0366* NAVD 88     -        41.142  (meters)     134.98   (feet)  ADJUSTED  
 OD0366  ___________________________________________________________________
 OD0366  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OD0366  DYNAMIC HT  -          41.135 (meters)     134.96  (feet)  COMP
 OD0366  MODELED GRAV-     980,447.2   (mgal)                       NAVD 88
 OD0366
 OD0366  VERT ORDER  -  FIRST     CLASS I
 OD0366
 OD0366.The horizontal coordinates were scaled from a topographic map and have
 OD0366.an estimated accuracy of +/- 6 seconds.
 OD0366
 OD0366.The orthometric height was determined by differential leveling
 OD0366.and adjusted by the National Geodetic Survey in June 1991..
 OD0366
 OD0366.The geoid height was determined by GEOID03.
 OD0366
 OD0366.The dynamic height is computed by dividing the NAVD 88
 OD0366.geopotential number by the normal gravity value computed on the
 OD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0366.degrees latitude (g = 980.6199 gals.).
 OD0366
 OD0366.The modeled gravity was interpolated from observed gravity values.
 OD0366
 OD0366;                    North         East    Units  Estimated Accuracy
 OD0366;SPC NY E     -   549,890.      241,380.      MT  (+/- 180 meters Scaled)
 OD0366
 OD0366                          SUPERSEDED SURVEY CONTROL
 OD0366
 OD0366.No superseded survey control is available for this station.
 OD0366
 OD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP315486(NAD 83)
 OD0366_MARKER: B = BOLT
 OD0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0366_SP_SET: CONCRETE BASE
 OD0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0366
 OD0366  HISTORY     - Date     Condition        Report By
 OD0366  HISTORY     - UNK      MONUMENTED       DHRR
 OD0366  HISTORY     - 1973     GOOD             NGS
 OD0366
 OD0366                          STATION DESCRIPTION
 OD0366
 OD0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0366'6.15 MI S FROM FORT TICONDEROGA.
 OD0366'ABOUT 6.15 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0366'CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, ABOUT 0.45 MILE
 OD0366'SOUTH OF MILEPOST A96-RP95, AT THE NORTH END OF A CURVE IN THE
 OD0366'RAILROAD, 8.5 FEET EAST OF THE EAST RAIL, TOP OF NORTHWEST ANCHOR BOLT
 OD0366'OF CONCRETE BASE OF SIGNAL 95.1, 1.5 FEET ABOVE BALLAST, ABOUT LEVEL
 OD0366'WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0575 ***********************************************************************
 PH0575  DESIGNATION -  22 RB 185
 PH0575  PID         -  PH0575
 PH0575  STATE/COUNTY-  NY/FRANKLIN
 PH0575  USGS QUAD   -  HOGANSBURG (1987)
 PH0575
 PH0575                         *CURRENT SURVEY CONTROL
 PH0575  ___________________________________________________________________
 PH0575* NAD 83(1986)-  44 58 02.     (N)    074 37 32.     (W)     SCALED    
 PH0575* NAVD 88     -        56.262  (meters)     184.59   (feet)  ADJUSTED  
 PH0575  ___________________________________________________________________
 PH0575  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 PH0575  DYNAMIC HT  -          56.261 (meters)     184.58  (feet)  COMP
 PH0575  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 PH0575
 PH0575  VERT ORDER  -  FIRST     CLASS I
 PH0575
 PH0575.The horizontal coordinates were scaled from a topographic map and have
 PH0575.an estimated accuracy of +/- 6 seconds.
 PH0575
 PH0575.The orthometric height was determined by differential leveling
 PH0575.and adjusted by the National Geodetic Survey in June 1991..
 PH0575
 PH0575.The geoid height was determined by GEOID03.
 PH0575
 PH0575.The dynamic height is computed by dividing the NAVD 88
 PH0575.geopotential number by the normal gravity value computed on the
 PH0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0575.degrees latitude (g = 980.6199 gals.).
 PH0575
 PH0575.The modeled gravity was interpolated from observed gravity values.
 PH0575
 PH0575;                    North         East    Units  Estimated Accuracy
 PH0575;SPC NY E     -   681,240.      140,100.      MT  (+/- 180 meters Scaled)
 PH0575
 PH0575                          SUPERSEDED SURVEY CONTROL
 PH0575
 PH0575  NGVD 29 (??/??/92)   56.373  (m)          184.95   (f) ADJ UNCH    1 1
 PH0575
 PH0575.Superseded values are not recommended for survey control.
 PH0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0575.See file dsdata.txt to determine how the superseded data were derived.
 PH0575
 PH0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ295793(NAD 83)
 PH0575_MARKER: DB = BENCH MARK DISK
 PH0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0575_SP_SET: CULVERT
 PH0575_STAMPING: 22 RB 185 1963
 PH0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0575
 PH0575  HISTORY     - Date     Condition        Report By
 PH0575  HISTORY     - 1963     MONUMENTED       USGS
 PH0575  HISTORY     - 1973     GOOD             NGS
 PH0575
 PH0575                          STATION DESCRIPTION
 PH0575
 PH0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0575'2.05 MI SE FROM HOGANSBURG.
 PH0575'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE BRIDGE OVER
 PH0575'THE ST. REGIS RIVER AT HOGANSBURG, 21.2 FEET NORTH OF THE CENTER LINE
 PH0575'OF THE HIGHWAY, 17 1/2 FEET WEST OF THE CENTER LINE OF TARBELL ROAD
 PH0575'LEADING NORTH, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY AND SET IN THE
 PH0575'TOP AND CENTER OF THE WEST CONCRETE HEADWALL FOR A 2-FOOT PIPE CULVERT
 PH0575'UNDER TARBELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1279 ***********************************************************************
 KU1279  DESIGNATION -  220
 KU1279  PID         -  KU1279
 KU1279  STATE/COUNTY-  NY/KINGS
 KU1279  USGS QUAD   -  CONEY ISLAND (1979)
 KU1279
 KU1279                         *CURRENT SURVEY CONTROL
 KU1279  ___________________________________________________________________
 KU1279* NAD 83(1986)-  40 35 51.     (N)    073 57 54.     (W)     SCALED    
 KU1279* NAVD 88     -         3.329  (meters)      10.92   (feet)  ADJUSTED  
 KU1279  ___________________________________________________________________
 KU1279  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KU1279  DYNAMIC HT  -           3.328 (meters)      10.92  (feet)  COMP
 KU1279  MODELED GRAV-     980,227.2   (mgal)                       NAVD 88
 KU1279
 KU1279  VERT ORDER  -  FIRST     CLASS II
 KU1279
 KU1279.The horizontal coordinates were scaled from a topographic map and have
 KU1279.an estimated accuracy of +/- 6 seconds.
 KU1279
 KU1279.The orthometric height was determined by differential leveling
 KU1279.and adjusted by the National Geodetic Survey in June 1991..
 KU1279
 KU1279.The geoid height was determined by GEOID03.
 KU1279
 KU1279.The dynamic height is computed by dividing the NAVD 88
 KU1279.geopotential number by the normal gravity value computed on the
 KU1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1279.degrees latitude (g = 980.6199 gals.).
 KU1279
 KU1279.The modeled gravity was interpolated from observed gravity values.
 KU1279
 KU1279;                    North         East    Units  Estimated Accuracy
 KU1279;SPC NY L     -    47,840.      302,960.      MT  (+/- 180 meters Scaled)
 KU1279
 KU1279                          SUPERSEDED SURVEY CONTROL
 KU1279
 KU1279  NGVD 29 (??/??/92)    3.668  (m)           12.03   (f) ADJ UNCH    1 2
 KU1279
 KU1279.Superseded values are not recommended for survey control.
 KU1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1279.See file dsdata.txt to determine how the superseded data were derived.
 KU1279
 KU1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK875945(NAD 83)
 KU1279_MARKER: B = BOLT
 KU1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1279_SP_SET: STONE POST
 KU1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1279+STABILITY: SURFACE MOTION
 KU1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1279+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KU1279
 KU1279  HISTORY     - Date     Condition        Report By
 KU1279  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1279  HISTORY     - 1952     GOOD             NGS
 KU1279  HISTORY     - 1989     GOOD             USPSQD
 KU1279  HISTORY     - 20060512 GOOD             GEOCAC
 KU1279
 KU1279                          STATION DESCRIPTION
 KU1279
 KU1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1279'AT NEW YORK.
 KU1279'AT NEW YORK, IN BOROUGH OF BROOKLYN, LOCATED ALONG OCEAN PARKWAY
 KU1279'NEAR AVENUE U, 198 FEET SOUTH OF SOUTH CURB OF AVENUE U, 5.3
 KU1279'FEET EAST OF EAST CURB OF NORTH BOUND TRAFFIC LANE OF SERVICE
 KU1279'DRIVE OF OCEAN PARKWAY, 8 FEET NORTH OF CENTER LINE OF A
 KU1279'DRIVE WAY BETWEEN HOUSES 2121 AND 2125, IN WEST EDGE OF SIDE
 KU1279'WALK, IN THE TOP OF A STONE POST ABOUT 2 1/2 FEET BELOW LEVEL
 KU1279'OF SIDE WALK AND UNDER A SQUARE MAN HOLE COVER MARKED MONUMENT
 KU1279'TOPOGRAPHICAL BUREAU BROOKLYN.
 KU1279
 KU1279                          STATION RECOVERY (1989)
 KU1279
 KU1279'RECOVERY NOTE BY US POWER SQUADRON 1989 (RA)
 KU1279'RECOVERED IN GOOD CONDITION.
 KU1279
 KU1279                          STATION RECOVERY (2006)
 KU1279
 KU1279'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1279'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU1279' 
 KU1279'THE MARK WAS UNDER ABOUT 12 INCHES OF LOOSE DIRT, AND AFTER EXCAVATING
 KU1279'THIS DIRT, IT WAS FOUND TO BE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 KU1279'SIDEWALK UNDER AN IRON COVER ABOUT 1 FOOT SQUARE MARKED 'MONUMENT
 KU1279'TOPOGRAPHICAL BUREAU BROOKLYN'. THE MARK IS A 1/2 INCH COPPER BOLT
 KU1279'WITH A PUNCH HOLE IN THE CENTER SET IN A GRANITE POST.
 KU1279' 
 KU1279'THIS MARK WAS SURVEYED IN THE 1909 CITY-WIDE SURVEY OF THE FIVE
 KU1279'BOROUGHS OF NYC AS REPORTED IN 'PRECISE LEVELING IN NEW YORK CITY' BY
 KU1279'FREDERICK W. KOOP (1914).
 KU1279' 
 KU1279'THE MONUMENT WAS ERECTED IN 1904 AS 'SECTION STONE III' OF THE OCEAN
 KU1279'PARKWAY BASELINE, AND IS THE ONLY SURVIVING MONUMENT FOR THAT
 KU1279'BASELINE, WHICH CONSISTED OF 'OCEAN PARKWAY NORTH BASE 1904' (KU3481),
 KU1279''OCEAN PARKWAY SOUTH BASE 1904' (KU3477), BOTH LOST, 'SECTION STONE
 KU1279'I', 'SECTION STONE II', BOTH LOST, AND 'SECTION STONE III' (THIS
 KU1279'STATION).
 KU1279' 
 KU1279'THIS WAS ONE OF THE TWO BASELINES USED FOR THE 1903 TRIANGULATION OF
 KU1279'NEW YORK AS REPORTED IN 'TRIANGULATION OF GREATER NEW YORK BY THE
 KU1279'COOPERATION OF THE CITY OF NEW YORK AND THE UNITED STATES COAST AND
 KU1279'GEODETIC SURVEY', NELSON P. LEWIS, CHIEF ENGINEER (1909).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0334 ***********************************************************************
 PJ0334  DESIGNATION -  220 SUB IBC
 PJ0334  PID         -  PJ0334
 PJ0334  STATE/COUNTY-  NY/JEFFERSON
 PJ0334  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0334
 PJ0334                         *CURRENT SURVEY CONTROL
 PJ0334  ___________________________________________________________________
 PJ0334* NAD 83(1996)-  44 06 43.78749(N)    076 21 46.63680(W)     ADJUSTED  
 PJ0334* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 PJ0334  ___________________________________________________________________
 PJ0334  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 PJ0334  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 PJ0334
 PJ0334  HORZ ORDER  -  THIRD
 PJ0334
 PJ0334.The horizontal coordinates were established by classical geodetic methods
 PJ0334.and adjusted by the National Geodetic Survey in January 1999..
 PJ0334
 PJ0334.The orthometric height was scaled from a topographic map.
 PJ0334
 PJ0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0334
 PJ0334.The geoid height was determined by GEOID03.
 PJ0334
 PJ0334;                    North         East     Units Scale Factor Converg.
 PJ0334;SPC NY C     -   456,751.234   267,641.300   MT  0.99994133   +0 09 12.2
 PJ0334;SPC NY C     - 1,498,524.67    878,086.50   sFT  0.99994133   +0 09 12.2
 PJ0334;UTM  18      - 4,885,233.744   390,932.054   MT  0.99974630   -0 56 55.7
 PJ0334
 PJ0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0334!SPC NY C     -   0.99999316  x   0.99994133  =   0.99993449
 PJ0334!UTM  18      -   0.99999316  x   0.99974630  =   0.99973946
 PJ0334
 PJ0334:                Primary Azimuth Mark                     Grid Az
 PJ0334:SPC NY C     -  221 SUB IBC                              304 27 20.0
 PJ0334:UTM  18      -  221 SUB IBC                              305 33 27.9
 PJ0334
 PJ0334|---------------------------------------------------------------------|
 PJ0334| PID    Reference Object                     Distance      Geod. Az  |
 PJ0334|                                                           dddmmss.s |
 PJ0334| PJ0338 221 SUB IBC                         APPROX. 2.4 KM 3043632.2 |
 PJ0334|---------------------------------------------------------------------|
 PJ0334
 PJ0334                          SUPERSEDED SURVEY CONTROL
 PJ0334
 PJ0334  NAD 83(1986)-  44 06 43.78788(N)    076 21 46.63252(W) AD(       ) 3
 PJ0334  NAD 27      -  44 06 43.60000(N)    076 21 47.87300(W) AD(       ) 3
 PJ0334
 PJ0334.Superseded values are not recommended for survey control.
 PJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0334.See file dsdata.txt to determine how the superseded data were derived.
 PJ0334
 PJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9093285234(NAD 83)
 PJ0334_MARKER: DD = SURVEY DISK
 PJ0334_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0334_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PJ0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0334+STABILITY: POSITION/ELEVATION WELL
 PJ0334
 PJ0334  HISTORY     - Date     Condition        Report By
 PJ0334  HISTORY     - 1940     MONUMENTED       IBC
 PJ0334  HISTORY     - 1957     GOOD             IBC
 PJ0334  HISTORY     - 19970730 MARK NOT FOUND   USPSQD
 PJ0334
 PJ0334                          STATION DESCRIPTION
 PJ0334
 PJ0334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0334'ON THE SOUTH BANK OF THE ST LAWRENCE RIVER ABOUT 1 MILE NORTHEAST OF
 PJ0334'TIBBETTS POINT LIGHT AND ABOUT 1-1/2 MILES SOUTHWEST OF THE TOWN OF
 PJ0334'CAPE VINCENT.  THE STATION IS ON A LIMESTONE LEDGE, ABOUT 6 FEET BACK
 PJ0334'FROM THE WATERS EDGE AND 10 FEET RIVERWARD FROM THE FOOT OF THE BANK
 PJ0334'WHERE THE LEDGE DISAPPEARS UNDER IT.  IT IS 44 FEET NORTH OF THE
 PJ0334'CENTER OF THE ROAD ALONG THE RIVER AND IS ABOUT 450 FEET NORTHEAST OF
 PJ0334'A STONE HOUSE STANDING ON THE SOUTH SIDE OF THE ROAD.  THE STATION IS
 PJ0334'UNDER WATER IN WINDY WEATHER AND AT HIGH WATER STAGES OF THE RIVER.
 PJ0334'
 PJ0334'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0334'DISK STATION MARK SET WITH CEMENT IN A DRILL HOLE IN THE LIMESTONE
 PJ0334'LEDGE.
 PJ0334
 PJ0334                          STATION RECOVERY (1957)
 PJ0334
 PJ0334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0334'STATION RECOVERED IN GOOD CONDITION.
 PJ0334
 PJ0334                          STATION RECOVERY (1997)
 PJ0334
 PJ0334'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1682 ***********************************************************************
 OF1682  DESIGNATION -  221 1
 OF1682  PID         -  OF1682
 OF1682  STATE/COUNTY-  NY/MONROE
 OF1682  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1682
 OF1682                         *CURRENT SURVEY CONTROL
 OF1682  ___________________________________________________________________
 OF1682* NAD 83(1996)-  43 15 31.26505(N)    077 41 47.31773(W)     ADJUSTED  
 OF1682* NAVD 88     -        90.38   (+/-2cm)     296.5    (feet)  VERTCON   
 OF1682  ___________________________________________________________________
 OF1682  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF1682  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF1682
 OF1682  HORZ ORDER  -  SECOND
 OF1682  VERT ORDER  -  THIRD ? (See Below)
 OF1682
 OF1682.The horizontal coordinates were established by classical geodetic methods
 OF1682.and adjusted by the National Geodetic Survey in January 1999..
 OF1682
 OF1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1682.The vertical order pertains to the NGVD 29 superseded value.
 OF1682
 OF1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1682
 OF1682.The geoid height was determined by GEOID03.
 OF1682
 OF1682;                    North         East     Units Scale Factor Converg.
 OF1682;SPC NY W     -   362,288.796   422,006.682   MT  1.00000126   +0 36 28.0
 OF1682;SPC NY W     - 1,188,609.16  1,384,533.59   sFT  1.00000126   +0 36 28.0
 OF1682;UTM  18      - 4,793,072.686   281,133.828   MT  1.00018930   -1 50 55.0
 OF1682
 OF1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1682!SPC NY W     -   0.99999144  x   1.00000126  =   0.99999270
 OF1682!UTM  18      -   0.99999144  x   1.00018930  =   1.00018074
 OF1682
 OF1682:                Primary Azimuth Mark                     Grid Az
 OF1682:SPC NY W     -  1700 MCGS 1972                           179 41 02.0
 OF1682:UTM  18      -  1700 MCGS 1972                           182 08 25.0
 OF1682
 OF1682|---------------------------------------------------------------------|
 OF1682| PID    Reference Object                     Distance      Geod. Az  |
 OF1682|                                                           dddmmss.s |
 OF1682| OF1691 1700 MCGS 1972                      APPROX. 0.6 KM 1801730.0 |
 OF1682| OF1683 LONG                                269.627 METERS 18901     |
 OF1682|---------------------------------------------------------------------|
 OF1682
 OF1682                          SUPERSEDED SURVEY CONTROL
 OF1682
 OF1682  NAD 83(1986)-  43 15 31.27170(N)    077 41 47.31664(W) AD(       ) 2
 OF1682  NAD 27      -  43 15 31.05053(N)    077 41 48.29869(W) AD(       ) 2
 OF1682  NGVD 29 (07/19/86)   90.57   (m)          297.1    (f) LEVELING    3  
 OF1682
 OF1682.Superseded values are not recommended for survey control.
 OF1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1682.See file dsdata.txt to determine how the superseded data were derived.
 OF1682
 OF1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8113493073(NAD 83)
 OF1682_MARKER: DS = TRIANGULATION STATION DISK
 OF1682_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1682
 OF1682  HISTORY     - Date     Condition        Report By
 OF1682  HISTORY     - 1938     MONUMENTED       NYGS
 OF1682  HISTORY     - 1969     GOOD             CGS
 OF1682  HISTORY     - 1972     GOOD             NY-055
 OF1682  HISTORY     - 1974     GOOD             NY-055
 OF1682  HISTORY     - 1976     GOOD             NY-055
 OF1682  HISTORY     - 1990     GOOD             USPSQD
 OF1682
 OF1682                          STATION DESCRIPTION
 OF1682
 OF1682'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF1682'IN GREECE, 0.3 MILE NORTH OF LATTA ROAD, 19.8 FEET WEST OF
 OF1682'CENTER LINE OF LONG POND ROAD, IN RANGE LINE OF ROW OF 5-INCH
 OF1682'PRUNE TREES, 102 FEET NORTH OF POLE 188, 46 FEET SOUTH OF SOUTH
 OF1682'RANGE LINE OF THE SNELL BROS. HOUSE, 9.4 FEET SOUTHEAST OF
 OF1682'POLE 189, 6 FEET EAST OF MOST EASTERLY PRUNE TREE, AND 3.1 FEET
 OF1682'NORTH OF U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND
 OF1682'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF1682
 OF1682                          STATION RECOVERY (1969)
 OF1682
 OF1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1682'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1682'
 OF1682'IN GREECE ALONG LONG POND ROAD
 OF1682'
 OF1682'0.4 MILE NORTH OF LATTA ROAD
 OF1682'
 OF1682'0.15 MILE NORTH OF STATION LONG 1969
 OF1682'
 OF1682'19.2 FEET WEST OF CENTER OF PAVEMENT
 OF1682'
 OF1682'72.5 FEET SOUTHEAST OF SOUTHEAST CORNER,
 OF1682'
 OF1682'105.4 FEET SOUTHEAST OF NORTHEAST CORNER AND
 OF1682'
 OF1682'46.0 FEET SOUTH OF SOUTHRANGE LINE OF SNELL BROTHERS HOUSE 595
 OF1682'
 OF1682'8.3 FEET SOUTHEAST OF FIRE HYDRANT
 OF1682'
 OF1682'4.2 FEET SOUTHEAST OF CORNER POST OF FENCE WHICH RUNS WEST AND
 OF1682'SOUTH
 OF1682'
 OF1682'STATION IS A USC AND G AND SS STANDARD DISK IN CONCRETE STAMPED
 OF1682'221-1, 1938 AND IS FLUSH WITH GROUND.
 OF1682
 OF1682                          STATION RECOVERY (1972)
 OF1682
 OF1682'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1682'IN THE TOWN OF GREECE ON THE WEST SIDE OF LONG POND ROAD 0.3 MILES
 OF1682'NORTH OF LATTA ROAD
 OF1682'
 OF1682'19.2 FT WEST OF CENTERLINE OF LONG POND ROAD
 OF1682'
 OF1682'105 FT + OR - SOUTHEAST OF NORTHEAST CORNER OF SNELL BROTHERS 595
 OF1682'
 OF1682'72.5 FT SOUTHEAST OF SOUTHEAST CORNER OF SNELL BROTHERS 595
 OF1682'
 OF1682'46.0 FT SOUTH OF RANGELINE OF SNELL BROTHERS
 OF1682'
 OF1682'4.2 FT SOUTHEAST OF NORTHEAST FENCE POST
 OF1682'
 OF1682'8.3 FT SOUTHEAST OF HYDRANT
 OF1682'
 OF1682'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1682'DISK IN CONCRETE AT GRADE.
 OF1682
 OF1682                          STATION RECOVERY (1974)
 OF1682
 OF1682'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1682'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1682
 OF1682                          STATION RECOVERY (1976)
 OF1682
 OF1682'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1682'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1682
 OF1682                          STATION RECOVERY (1990)
 OF1682
 OF1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (REM)
 OF1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1679 ***********************************************************************
 OF1679  DESIGNATION -  221 2
 OF1679  PID         -  OF1679
 OF1679  STATE/COUNTY-  NY/MONROE
 OF1679  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1679
 OF1679                         *CURRENT SURVEY CONTROL
 OF1679  ___________________________________________________________________
 OF1679* NAD 83(1996)-  43 16 03.71124(N)    077 41 46.34444(W)     ADJUSTED  
 OF1679* NAVD 88     -        80.2    (meters)     263.     (feet)  VERTCON   
 OF1679  ___________________________________________________________________
 OF1679  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF1679  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1679
 OF1679  HORZ ORDER  -  SECOND
 OF1679
 OF1679.The horizontal coordinates were established by classical geodetic methods
 OF1679.and adjusted by the National Geodetic Survey in January 1999..
 OF1679
 OF1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1679
 OF1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1679
 OF1679.The geoid height was determined by GEOID03.
 OF1679
 OF1679;                    North         East     Units Scale Factor Converg.
 OF1679;SPC NY W     -   363,290.280   422,018.008   MT  1.00000128   +0 36 29.1
 OF1679;SPC NY W     - 1,191,894.86  1,384,570.75   sFT  1.00000128   +0 36 29.1
 OF1679;UTM  18      - 4,794,072.953   281,188.079   MT  1.00018901   -1 50 55.4
 OF1679
 OF1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1679!SPC NY W     -   0.99999304  x   1.00000128  =   0.99999432
 OF1679!UTM  18      -   0.99999304  x   1.00018901  =   1.00018205
 OF1679
 OF1679:                Primary Azimuth Mark                     Grid Az
 OF1679:SPC NY W     -  1710                                     359 06 53.7
 OF1679:UTM  18      -  1710                                     001 34 18.2
 OF1679
 OF1679|---------------------------------------------------------------------|
 OF1679| PID    Reference Object                     Distance      Geod. Az  |
 OF1679|                                                           dddmmss.s |
 OF1679| OF1705 1710                                APPROX. 0.7 KM 3594322.8 |
 OF1679|---------------------------------------------------------------------|
 OF1679
 OF1679                          SUPERSEDED SURVEY CONTROL
 OF1679
 OF1679  NAD 83(1986)-  43 16 03.71792(N)    077 41 46.34335(W) AD(       ) 2
 OF1679  NAD 27      -  43 16 03.49678(N)    077 41 47.32630(W) AD(       ) 2
 OF1679  NGVD 29 (07/19/86)   80.4    (m)          264.     (f) VERT ANG       
 OF1679
 OF1679.Superseded values are not recommended for survey control.
 OF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1679.See file dsdata.txt to determine how the superseded data were derived.
 OF1679
 OF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8118894073(NAD 83)
 OF1679_MARKER: DD = SURVEY DISK
 OF1679_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1679
 OF1679  HISTORY     - Date     Condition        Report By
 OF1679  HISTORY     - 1969     MONUMENTED       CGS
 OF1679  HISTORY     - 1974     GOOD             NY-055
 OF1679  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1679
 OF1679                          STATION DESCRIPTION
 OF1679
 OF1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1679'IN GREECE ALONG LONG POND ROAD AT INTERSECTION OF JANES ROAD
 OF1679'
 OF1679'13.7 FEET SOUTH OF CENTER OF JANES ROAD
 OF1679'
 OF1679'21.2 FEET EAST OF CENTER OF LONG POND ROAD
 OF1679'
 OF1679'45.2 FEET NORTH EAST OF POLE 237 RTC 71-1/2
 OF1679'
 OF1679'55.5 FEET SOUTHEAST OF POLE RG AND E T255
 OF1679'
 OF1679'61.2 FEET SOUTHWEST OF POLE RG AND E T255
 OF1679'
 OF1679'34.0 FEET NORTHEAST OF MANHOLE
 OF1679'
 OF1679'52.3 FEET SOUTHEAST OF HYDRANT
 OF1679'
 OF1679'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 221-2 IN THE TOP
 OF1679'OF A CONCRETE POST COVERED 1 FOOT AND IN A CAST IRON FRAME AND
 OF1679'COVER WHICH IS AT PAVEMENT GRADE.
 OF1679
 OF1679                          STATION RECOVERY (1974)
 OF1679
 OF1679'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1679'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1679
 OF1679                          STATION RECOVERY (1990)
 OF1679
 OF1679'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFB)
 OF1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1681 ***********************************************************************
 OF1681  DESIGNATION -  221 2 NYGS 1969
 OF1681  PID         -  OF1681
 OF1681  STATE/COUNTY-  NY/MONROE
 OF1681  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1681
 OF1681                         *CURRENT SURVEY CONTROL
 OF1681  ___________________________________________________________________
 OF1681* NAD 83(1996)-  43 15 58.80835(N)    077 41 46.32290(W)     ADJUSTED  
 OF1681* NAVD 88     -        82.62   (+/-2cm)     271.1    (feet)  VERTCON   
 OF1681  ___________________________________________________________________
 OF1681  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF1681  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1681
 OF1681  HORZ ORDER  -  SECOND
 OF1681  VERT ORDER  -  THIRD ? (See Below)
 OF1681
 OF1681.The horizontal coordinates were established by classical geodetic methods
 OF1681.and adjusted by the National Geodetic Survey in January 1999..
 OF1681
 OF1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1681.The vertical order pertains to the NGVD 29 superseded value.
 OF1681
 OF1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1681
 OF1681.The geoid height was determined by GEOID03.
 OF1681
 OF1681;                    North         East     Units Scale Factor Converg.
 OF1681;SPC NY W     -   363,138.988   422,020.100   MT  1.00000128   +0 36 29.0
 OF1681;SPC NY W     - 1,191,398.50  1,384,577.61   sFT  1.00000128   +0 36 29.0
 OF1681;UTM  18      - 4,793,921.681   281,183.683   MT  1.00018903   -1 50 55.3
 OF1681
 OF1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1681!SPC NY W     -   0.99999266  x   1.00000128  =   0.99999394
 OF1681!UTM  18      -   0.99999266  x   1.00018903  =   1.00018169
 OF1681
 OF1681                          SUPERSEDED SURVEY CONTROL
 OF1681
 OF1681  NAD 83(1986)-  43 15 58.81500(N)    077 41 46.32180(W) AD(       ) 2
 OF1681  NAD 27      -  43 15 58.59478(N)    077 41 47.30210(W) AD(       ) 2
 OF1681  NGVD 29 (07/19/86)   82.81   (m)          271.7    (f) LEVELING    3  
 OF1681
 OF1681.Superseded values are not recommended for survey control.
 OF1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1681.See file dsdata.txt to determine how the superseded data were derived.
 OF1681
 OF1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8118493922(NAD 83)
 OF1681_MARKER: DD = SURVEY DISK
 OF1681_SETTING: 0 = UNSPECIFIED SETTING
 OF1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1681
 OF1681  HISTORY     - Date     Condition        Report By
 OF1681  HISTORY     - 1938     MONUMENTED       NYGS
 OF1681  HISTORY     - 1972     GOOD             NY-055
 OF1681
 OF1681                          STATION DESCRIPTION
 OF1681
 OF1681'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF1681'IN GREECE, 0.8 MILE NORTH OF LATTA ROAD, 25 FEET EAST OF CENTER
 OF1681'LINE OF LONG POND ROAD, 500 FEET NORTH OF NEW YORK CENTRAL AND
 OF1681'HUDSON RIVER RAILROAD (R.W. AND O. BRANCH CROSSING), 175 FEET
 OF1681'NORTH OF NORTH RANGE LINE OF THE COOPER HOUSE 505, 48.8 FEET
 OF1681'EAST OF WEST RIGHT-OF-WAY FENCE, AND 2.7 FEET NORTH OF U.S.
 OF1681'REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF1681'STANDARD DISK IN CONCRETE AND 0.1 FOOT ABOVE GROUND.
 OF1681
 OF1681                          STATION RECOVERY (1972)
 OF1681
 OF1681'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1681'IN THE TOWN OF GREECE, ON EAST SIDE OF LONG POND ROAD 0.8 MILES
 OF1681'NORTH OF LATTA ROAD
 OF1681'
 OF1681'25.9 FT EAST OF CENTERLINE LONG POND ROAD
 OF1681'
 OF1681'87.1 FT SOUTHEAST OF UTILITY POLE, RG AND E 253
 OF1681'
 OF1681'22.7 FT NORTH OF UTILITY POLE, NO NUMBER
 OF1681'
 OF1681'175 FT + OR - NORTH OF RANGELINE OF HOUSE 505 ON THE EAST SIDE OF
 OF1681'A DEEP DITCH
 OF1681'
 OF1681'2.2 FT WEST OF MONROE COUNTY WITNESS POST
 OF1681'
 OF1681'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF1681'DISK IN CONCRETE 1.0 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0338 ***********************************************************************
 PJ0338  DESIGNATION -  221 SUB IBC
 PJ0338  PID         -  PJ0338
 PJ0338  STATE/COUNTY-  NY/JEFFERSON
 PJ0338  USGS QUAD   -  
 PJ0338
 PJ0338                         *CURRENT SURVEY CONTROL
 PJ0338  ___________________________________________________________________
 PJ0338* NAD 83(1996)-  44 07 27.28041(N)    076 23 14.15143(W)     ADJUSTED  
 PJ0338* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0338  ___________________________________________________________________
 PJ0338  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 PJ0338  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 PJ0338
 PJ0338  HORZ ORDER  -  THIRD
 PJ0338
 PJ0338.The horizontal coordinates were established by classical geodetic methods
 PJ0338.and adjusted by the National Geodetic Survey in January 1999..
 PJ0338
 PJ0338.The orthometric height was scaled from a topographic map.
 PJ0338
 PJ0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0338
 PJ0338.The geoid height was determined by GEOID03.
 PJ0338
 PJ0338;                    North         East     Units Scale Factor Converg.
 PJ0338;SPC NY C     -   458,088.644   265,692.118   MT  0.99994053   +0 08 11.4
 PJ0338;SPC NY C     - 1,502,912.49    871,691.56   sFT  0.99994053   +0 08 11.4
 PJ0338;UTM  18      - 4,886,608.140   389,009.332   MT  0.99975151   -0 57 57.4
 PJ0338
 PJ0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0338!SPC NY C     -   0.99999348  x   0.99994053  =   0.99993401
 PJ0338!UTM  18      -   0.99999348  x   0.99975151  =   0.99974499
 PJ0338
 PJ0338|---------------------------------------------------------------------|
 PJ0338| PID    Reference Object                     Distance      Geod. Az  |
 PJ0338|                                                           dddmmss.s |
 PJ0338| PJ0343 217T IWC                            152.272 METERS 00445     |
 PJ0338| PJ0337 221 SUB TABLET IBC                    9.461 METERS 06952     |
 PJ0338| PJ0333 218 SUB IBC                         APPROX. 3.2 KM 0904440.1 |
 PJ0338| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 3.0 KM 1523241.1 |
 PJ0338|---------------------------------------------------------------------|
 PJ0338
 PJ0338                          SUPERSEDED SURVEY CONTROL
 PJ0338
 PJ0338  NAD 83(1986)-  44 07 27.28102(N)    076 23 14.14706(W) AD(       ) 3
 PJ0338  NAD 27      -  44 07 27.09300(N)    076 23 15.38800(W) AD(       ) 3
 PJ0338
 PJ0338.Superseded values are not recommended for survey control.
 PJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0338.See file dsdata.txt to determine how the superseded data were derived.
 PJ0338
 PJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8900986608(NAD 83)
 PJ0338_MARKER: H = DRILL HOLE
 PJ0338_SETTING: 80 = SET IN A BOULDER
 PJ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0338+STABILITY: SURFACE MOTION
 PJ0338
 PJ0338  HISTORY     - Date     Condition        Report By
 PJ0338  HISTORY     - 1940     MONUMENTED       IBC
 PJ0338  HISTORY     - 1957     GOOD             IBC
 PJ0338
 PJ0338                          STATION DESCRIPTION
 PJ0338
 PJ0338'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0338'ON THE SOUTHERN SHORE OF WOLFE ISLAND IN THE ST LAWRENCE RIVER.  ABOUT
 PJ0338'1-3/4 MILES SOUTHWEST OF HINKLEY POINT.  THE STATION IS ON THE BEACH
 PJ0338'BACKED BY A HIGH BARE GRAVEL BANK.
 PJ0338'
 PJ0338'STATION MARK--A DRILL HOLE FOUND IN A LARGE BOULDER AMONG A LOT OF
 PJ0338'WATER WORN BOULDERS LARGE AND SMALL.  THIS MARK SEEMED TO BE INSECURE
 PJ0338'AND THEREFORE A REFERENCE TABLET WAS SET IN A LOW OUTCROP OF LIMESTONE
 PJ0338'31.04 FEET FROM THE STATION, N 69 DEG 52 MIN E.
 PJ0338'
 PJ0338'THE REFERENCE TABLET IS DESCRIBED AS FOLLOWS--ON A LOW OUTCROP OF
 PJ0338'LIMESTONE BACKED BY A HIGH BARE GRAVEL BANK, ABOUT 13 FEET FROM THE
 PJ0338'WATERS EDGE AND 1 FOOT ABOVE THE WATER.  AN INTERNATIONAL BOUNDARY
 PJ0338'COMMISSION STANDARD BRONZE DISK STATION MARK COUNTERSUNK AND CEMENTED
 PJ0338'IN SOLID ROCK AT THE EDGE OF THE BOULDER STREWN BEACH.
 PJ0338'
 PJ0338'THERE ARE TWO REFERENCES TO THIS MARK, EACH BEING A 5/8 - INCH DRILL
 PJ0338'HOLE IN SOLID ROCK.
 PJ0338
 PJ0338                          STATION RECOVERY (1957)
 PJ0338
 PJ0338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0338'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0337 ***********************************************************************
 PJ0337  DESIGNATION -  221 SUB TABLET IBC
 PJ0337  PID         -  PJ0337
 PJ0337  STATE/COUNTY-  NY/JEFFERSON
 PJ0337  USGS QUAD   -  
 PJ0337
 PJ0337                         *CURRENT SURVEY CONTROL
 PJ0337  ___________________________________________________________________
 PJ0337* NAD 83(1996)-  44 07 27.38592(N)    076 23 13.75190(W)     ADJUSTED  
 PJ0337* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0337  ___________________________________________________________________
 PJ0337  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 PJ0337  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 PJ0337
 PJ0337  HORZ ORDER  -  THIRD
 PJ0337
 PJ0337.The horizontal coordinates were established by classical geodetic methods
 PJ0337.and adjusted by the National Geodetic Survey in January 1999..
 PJ0337.No horizontal observational check was made to the station.
 PJ0337
 PJ0337.The orthometric height was scaled from a topographic map.
 PJ0337
 PJ0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0337
 PJ0337.The geoid height was determined by GEOID03.
 PJ0337
 PJ0337;                    North         East     Units Scale Factor Converg.
 PJ0337;SPC NY C     -   458,091.921   265,700.992   MT  0.99994053   +0 08 11.7
 PJ0337;SPC NY C     - 1,502,923.24    871,720.67   sFT  0.99994053   +0 08 11.7
 PJ0337;UTM  18      - 4,886,611.246   389,018.266   MT  0.99975148   -0 57 57.1
 PJ0337
 PJ0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0337!SPC NY C     -   0.99999348  x   0.99994053  =   0.99993401
 PJ0337!UTM  18      -   0.99999348  x   0.99975148  =   0.99974496
 PJ0337
 PJ0337                          SUPERSEDED SURVEY CONTROL
 PJ0337
 PJ0337  NAD 83(1986)-  44 07 27.38654(N)    076 23 13.74754(W) AD(       ) 3
 PJ0337  NAD 27      -  44 07 27.19853(N)    076 23 14.98848(W) AD(       ) 3
 PJ0337
 PJ0337.Superseded values are not recommended for survey control.
 PJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0337.See file dsdata.txt to determine how the superseded data were derived.
 PJ0337
 PJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8901886611(NAD 83)
 PJ0337_MARKER: DD = SURVEY DISK
 PJ0337_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0337_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PJ0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0337+STABILITY: POSITION/ELEVATION WELL
 PJ0337
 PJ0337  HISTORY     - Date     Condition        Report By
 PJ0337  HISTORY     - 1957     MONUMENTED       IBC
 PJ0337
 PJ0337                          STATION DESCRIPTION
 PJ0337
 PJ0337'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0337'ON THE SOUTHERN SHORE OF WOLFE ISLAND IN THE ST LAWRENCE RIVER.  ABOUT
 PJ0337'1-3/4 MILES SOUTHWEST OF HINKLEY POINT.  THE STATION IS ON THE BEACH
 PJ0337'BACKED BY A HIGH BARE GRAVEL BANK.
 PJ0337'
 PJ0337'ON A LOW OUTCROP OF LIMESTONE BACKED BY A HIGH BARE GRAVEL BANK, ABOUT
 PJ0337'13 FEET FROM THE WATERS EDGE AND 1 FOOT ABOVE THE WATER.  AN
 PJ0337'INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE DISK STATION MARK
 PJ0337'COUNTERSUNK AND CEMENTED IN SOLID ROCK AT THE EDGE OF THE BOULDER
 PJ0337'STREWN BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0483 ***********************************************************************
 NB0483  DESIGNATION -  2212
 NB0483  PID         -  NB0483
 NB0483  STATE/COUNTY-  NY/CAYUGA
 NB0483  USGS QUAD   -  UNION SPRINGS (1955)
 NB0483
 NB0483                         *CURRENT SURVEY CONTROL
 NB0483  ___________________________________________________________________
 NB0483* NAD 83(1986)-  42 45 08.     (N)    076 42 08.     (W)     SCALED    
 NB0483* NAVD 88     -       132.703  (meters)     435.38   (feet)  ADJUSTED  
 NB0483  ___________________________________________________________________
 NB0483  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NB0483  DYNAMIC HT  -         132.667 (meters)     435.26  (feet)  COMP
 NB0483  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 NB0483
 NB0483  VERT ORDER  -  FIRST     CLASS II
 NB0483
 NB0483.The horizontal coordinates were scaled from a topographic map and have
 NB0483.an estimated accuracy of +/- 6 seconds.
 NB0483
 NB0483.The orthometric height was determined by differential leveling
 NB0483.and adjusted by the National Geodetic Survey in June 1991..
 NB0483
 NB0483.The geoid height was determined by GEOID03.
 NB0483
 NB0483.The dynamic height is computed by dividing the NAVD 88
 NB0483.geopotential number by the normal gravity value computed on the
 NB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0483.degrees latitude (g = 980.6199 gals.).
 NB0483
 NB0483.The modeled gravity was interpolated from observed gravity values.
 NB0483
 NB0483;                    North         East    Units  Estimated Accuracy
 NB0483;SPC NY C     -   305,650.      240,270.      MT  (+/- 180 meters Scaled)
 NB0483
 NB0483                          SUPERSEDED SURVEY CONTROL
 NB0483
 NB0483  NGVD 29 (??/??/92)  132.868  (m)          435.92   (f) ADJ UNCH    1 2
 NB0483
 NB0483.Superseded values are not recommended for survey control.
 NB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0483.See file dsdata.txt to determine how the superseded data were derived.
 NB0483
 NB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN606347(NAD 83)
 NB0483_MARKER: Q = CHISELED SQUARE
 NB0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0483_SP_SET: CARRIAGE BLOCK
 NB0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0483
 NB0483  HISTORY     - Date     Condition        Report By
 NB0483  HISTORY     - 1933     MONUMENTED       CORUNI
 NB0483  HISTORY     - 1933     GOOD             NGS
 NB0483  HISTORY     - 1944     MARK NOT FOUND   CORUNI
 NB0483  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0483
 NB0483                          STATION DESCRIPTION
 NB0483
 NB0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0483'AT AURORA.
 NB0483'ON TOP OF CARRIAGE BLOCK 15 FT. SOUTH OF THE SOUTH ENTRANCE OF THE
 NB0483'AURORA HIGH SCHOOL, 100 YDS. EAST OF HIGHWAY NO. 90 AND 2 FT. ABOVE
 NB0483'THE LEVEL OF THE PORCH.
 NB0483
 NB0483                          STATION RECOVERY (1944)
 NB0483
 NB0483'RECOVERY NOTE BY CORNELL UNIVERSITY 1944
 NB0483'MARK NOT FOUND.
 NB0483
 NB0483                          STATION RECOVERY (1985)
 NB0483
 NB0483'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0481 ***********************************************************************
 NB0481  DESIGNATION -  2213
 NB0481  PID         -  NB0481
 NB0481  STATE/COUNTY-  NY/CAYUGA
 NB0481  USGS QUAD   -  SHELDRAKE (1971)
 NB0481
 NB0481                         *CURRENT SURVEY CONTROL
 NB0481  ___________________________________________________________________
 NB0481* NAD 83(1986)-  42 44 42.     (N)    076 42 00.     (W)     SCALED    
 NB0481* NAVD 88     -       126.189  (meters)     414.01   (feet)  ADJUSTED  
 NB0481  ___________________________________________________________________
 NB0481  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NB0481  DYNAMIC HT  -         126.155 (meters)     413.89  (feet)  COMP
 NB0481  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 NB0481
 NB0481  VERT ORDER  -  FIRST     CLASS II
 NB0481
 NB0481.The horizontal coordinates were scaled from a topographic map and have
 NB0481.an estimated accuracy of +/- 6 seconds.
 NB0481
 NB0481.The orthometric height was determined by differential leveling
 NB0481.and adjusted by the National Geodetic Survey in June 1991..
 NB0481
 NB0481.The geoid height was determined by GEOID03.
 NB0481
 NB0481.The dynamic height is computed by dividing the NAVD 88
 NB0481.geopotential number by the normal gravity value computed on the
 NB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0481.degrees latitude (g = 980.6199 gals.).
 NB0481
 NB0481.The modeled gravity was interpolated from observed gravity values.
 NB0481
 NB0481;                    North         East    Units  Estimated Accuracy
 NB0481;SPC NY C     -   304,850.      240,450.      MT  (+/- 180 meters Scaled)
 NB0481
 NB0481                          SUPERSEDED SURVEY CONTROL
 NB0481
 NB0481  NGVD 29 (??/??/92)  126.353  (m)          414.54   (f) ADJ UNCH    1 2
 NB0481
 NB0481.Superseded values are not recommended for survey control.
 NB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0481.See file dsdata.txt to determine how the superseded data were derived.
 NB0481
 NB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN608338(NAD 83)
 NB0481_MARKER: Q = CHISELED SQUARE
 NB0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0481_SP_SET: CULVERT
 NB0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0481
 NB0481  HISTORY     - Date     Condition        Report By
 NB0481  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0481  HISTORY     - 1933     GOOD             NGS
 NB0481  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0481
 NB0481                          STATION DESCRIPTION
 NB0481
 NB0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0481'AT AURORA.
 NB0481'ON THE MAIN ST. IN AURORA, ON THE SOUTH END OF THE WEST HEADWALL OF A
 NB0481'CULVERT, 100 YDS  EAST OF WELLS COLLEGE BOATHOUSE, 275 FT. EAST OF
 NB0481'R.R. TRACK OF THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R.,
 NB0481'30 FT. WEST OF CENTER LINE OF HIGHWAY NO. 90, AND 1 FT. BELOW THE
 NB0481'SURFACE OF THE HIGHWAY.
 NB0481
 NB0481                          STATION RECOVERY (1985)
 NB0481
 NB0481'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0488 ***********************************************************************
 NB0488  DESIGNATION -  2219
 NB0488  PID         -  NB0488
 NB0488  STATE/COUNTY-  NY/CAYUGA
 NB0488  USGS QUAD   -  UNION SPRINGS (1955)
 NB0488
 NB0488                         *CURRENT SURVEY CONTROL
 NB0488  ___________________________________________________________________
 NB0488* NAD 83(1986)-  42 47 06.     (N)    076 42 54.     (W)     SCALED    
 NB0488* NAVD 88     -       123.870  (meters)     406.40   (feet)  ADJUSTED  
 NB0488  ___________________________________________________________________
 NB0488  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB0488  DYNAMIC HT  -         123.836 (meters)     406.29  (feet)  COMP
 NB0488  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 NB0488
 NB0488  VERT ORDER  -  FIRST     CLASS II
 NB0488
 NB0488.The horizontal coordinates were scaled from a topographic map and have
 NB0488.an estimated accuracy of +/- 6 seconds.
 NB0488
 NB0488.The orthometric height was determined by differential leveling
 NB0488.and adjusted by the National Geodetic Survey in June 1991..
 NB0488
 NB0488.The geoid height was determined by GEOID03.
 NB0488
 NB0488.The dynamic height is computed by dividing the NAVD 88
 NB0488.geopotential number by the normal gravity value computed on the
 NB0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0488.degrees latitude (g = 980.6199 gals.).
 NB0488
 NB0488.The modeled gravity was interpolated from observed gravity values.
 NB0488
 NB0488;                    North         East    Units  Estimated Accuracy
 NB0488;SPC NY C     -   309,300.      239,230.      MT  (+/- 180 meters Scaled)
 NB0488
 NB0488                          SUPERSEDED SURVEY CONTROL
 NB0488
 NB0488  NGVD 29 (??/??/92)  124.034  (m)          406.93   (f) ADJ UNCH    1 2
 NB0488
 NB0488.Superseded values are not recommended for survey control.
 NB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0488.See file dsdata.txt to determine how the superseded data were derived.
 NB0488
 NB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN597383(NAD 83)
 NB0488_MARKER: Q = CHISELED SQUARE
 NB0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0488_SP_SET: PLATFORM
 NB0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0488
 NB0488  HISTORY     - Date     Condition        Report By
 NB0488  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0488  HISTORY     - 1933     GOOD             NGS
 NB0488  HISTORY     - 1944     MARK NOT FOUND   LOCSUR
 NB0488  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NB0488  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NB0488
 NB0488                          STATION DESCRIPTION
 NB0488
 NB0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0488'AT LEVANNA.
 NB0488'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH BALLEY R.R., IN FRONT OF
 NB0488'THE LEVANNA POST OFFICE AND C.H. MINTURNS GENERAL STORE, 125 FT.
 NB0488'SOUTH EAST OF THE LEVANNA STATION ON THE NORTH WEST CORNER OF THE
 NB0488'CONCRETE PLATFORM IN FRONT OF THE POST OFFICE, 60 FT. EAST OF THE
 NB0488'TRACK, 25 FT. SOUTH OF THE CENTER LINE OF DIRT ROAD AND, 4 FT. ABOVE
 NB0488'THE BASE OF THE RAIL.
 NB0488
 NB0488                          STATION RECOVERY (1944)
 NB0488
 NB0488'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 NB0488'MARK NOT FOUND.
 NB0488
 NB0488                          STATION RECOVERY (2001)
 NB0488
 NB0488'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0488'MARK NOT FOUND.
 NB0488
 NB0488                          STATION RECOVERY (2001)
 NB0488
 NB0488'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 NB0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0341 ***********************************************************************
 PJ0341  DESIGNATION -  223 IWC
 PJ0341  PID         -  PJ0341
 PJ0341  STATE/COUNTY-  NY/JEFFERSON
 PJ0341  USGS QUAD   -  
 PJ0341
 PJ0341                         *CURRENT SURVEY CONTROL
 PJ0341  ___________________________________________________________________
 PJ0341* NAD 83(1996)-  44 05 45.01008(N)    076 26 27.51775(W)     ADJUSTED  
 PJ0341* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0341  ___________________________________________________________________
 PJ0341  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 PJ0341  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 PJ0341
 PJ0341  HORZ ORDER  -  THIRD
 PJ0341
 PJ0341.The horizontal coordinates were established by classical geodetic methods
 PJ0341.and adjusted by the National Geodetic Survey in January 1999..
 PJ0341
 PJ0341.The orthometric height was scaled from a topographic map.
 PJ0341
 PJ0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0341
 PJ0341.The geoid height was determined by GEOID03.
 PJ0341
 PJ0341;                    North         East     Units Scale Factor Converg.
 PJ0341;SPC NY C     -   454,923.417   261,398.740   MT  0.99993910   +0 05 56.6
 PJ0341;SPC NY C     - 1,492,527.91    857,605.70   sFT  0.99993910   +0 05 56.6
 PJ0341;UTM  18      - 4,883,526.645   384,656.658   MT  0.99976362   -1 00 10.2
 PJ0341
 PJ0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0341!SPC NY C     -   0.99999349  x   0.99993910  =   0.99993259
 PJ0341!UTM  18      -   0.99999349  x   0.99976362  =   0.99975712
 PJ0341
 PJ0341|---------------------------------------------------------------------|
 PJ0341| PID    Reference Object                     Distance      Geod. Az  |
 PJ0341|                                                           dddmmss.s |
 PJ0341| PJ0340 REF MON 88 IWC                       80.821 METERS 04727     |
 PJ0341| PJ0338 221 SUB IBC                         APPROX. 5.3 KM 0534200.6 |
 PJ0341| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 5.7 KM 0843306.5 |
 PJ0341| PJ0342 BEAR PT USLS                         67.724 METERS 24025     |
 PJ0341|---------------------------------------------------------------------|
 PJ0341
 PJ0341                          SUPERSEDED SURVEY CONTROL
 PJ0341
 PJ0341  NAD 83(1986)-  44 05 45.00979(N)    076 26 27.51627(W) AD(       ) 3
 PJ0341  NAD 27      -  44 05 44.81500(N)    076 26 28.75000(W) AD(       ) 3
 PJ0341
 PJ0341.Superseded values are not recommended for survey control.
 PJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0341.See file dsdata.txt to determine how the superseded data were derived.
 PJ0341
 PJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8465783527(NAD 83)
 PJ0341_MARKER: DD = SURVEY DISK
 PJ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0341+STABILITY: SURFACE MOTION
 PJ0341
 PJ0341  HISTORY     - Date     Condition        Report By
 PJ0341  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0341
 PJ0341                          STATION DESCRIPTION
 PJ0341
 PJ0341'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0341'ON BEAR POINT, THE MOST SOUTHERLY POINT ON WOLFE ISLAND AT THE HEAD OF
 PJ0341'THE ST LAWRENCE RIVER.  ON THE SOUTHEAST SIDE OF THE POINT AND ABOUT
 PJ0341'590 FEET NORTHEAST OF THE EXTREME POINT OF LAND.  THE STATION IS ABOUT
 PJ0341'45 FEET BACK FROM THE WATERS EDGE AND ABOUT 10 FEET ABOVE THE WATER IN
 PJ0341'THE RIVER.
 PJ0341'
 PJ0341'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION BRONZE DISK STATION
 PJ0341'MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 9
 PJ0341'INCHES IN DIAMETER AND 22 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A
 PJ0341'BRONZE WEDGE CEMENTED IN A DRILL HOLE IN SOLID BEDROCK 23 INCHES
 PJ0341'UNDERGROUND.  A DRESSED STONE POST 5 INCHES SQUARE BEARING A
 PJ0341'1/4 - INCH TRIANGLE ON ITS TOP AND THE LETTERS---U.S.---ON ITS
 PJ0341'SOUTHWEST FACE AND PROJECTING 4 INCHES ABOVE GROUND BEARS NORTHEAST
 PJ0341'FROM THE STATION A SHORT DISTANCE.  THE POST JUST DESCRIBED IN
 PJ0341'REFERENCE NO 2 FOR STATION---BEAR POINT-U.S.L.S.---  STATION---BEAR
 PJ0341'POINT-U.S.L.S.---IS S 60 DEG 25 MIN W, FROM THE STATION
 PJ0341'222.2 FEET DISTANT.  BOUNDARY REFERENCE MONUMENT 88 IS
 PJ0341'N 47 DEG 27 MIN E, FROM THE STATION 265.2 FEET DISTANT.  (SEE
 PJ0341'DESCRIPTION OF STATION---BEAR POINT-U.S.L.S.---)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0288 ***********************************************************************
 OE0288  DESIGNATION -  223.0
 OE0288  PID         -  OE0288
 OE0288  STATE/COUNTY-  NY/HERKIMER
 OE0288  USGS QUAD   -  HERKIMER (1943)
 OE0288
 OE0288                         *CURRENT SURVEY CONTROL
 OE0288  ___________________________________________________________________
 OE0288* NAD 83(1986)-  43 01 21.     (N)    074 58 31.     (W)     SCALED    
 OE0288* NAVD 88     -       121.703  (meters)     399.29   (feet)  ADJUSTED  
 OE0288  ___________________________________________________________________
 OE0288  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 OE0288  DYNAMIC HT  -         121.671 (meters)     399.18  (feet)  COMP
 OE0288  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 OE0288
 OE0288  VERT ORDER  -  FIRST     CLASS II
 OE0288
 OE0288.The horizontal coordinates were scaled from a topographic map and have
 OE0288.an estimated accuracy of +/- 6 seconds.
 OE0288
 OE0288.The orthometric height was determined by differential leveling
 OE0288.and adjusted by the National Geodetic Survey in June 1991..
 OE0288
 OE0288.The geoid height was determined by GEOID03.
 OE0288
 OE0288.The dynamic height is computed by dividing the NAVD 88
 OE0288.geopotential number by the normal gravity value computed on the
 OE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0288.degrees latitude (g = 980.6199 gals.).
 OE0288
 OE0288.The modeled gravity was interpolated from observed gravity values.
 OE0288
 OE0288;                    North         East    Units  Estimated Accuracy
 OE0288;SPC NY E     -   465,280.      111,260.      MT  (+/- 180 meters Scaled)
 OE0288
 OE0288                          SUPERSEDED SURVEY CONTROL
 OE0288
 OE0288  NGVD 29 (??/??/92)  121.859  (m)          399.80   (f) ADJ UNCH    1 2
 OE0288
 OE0288.Superseded values are not recommended for survey control.
 OE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0288.See file dsdata.txt to determine how the superseded data were derived.
 OE0288
 OE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN020633(NAD 83)
 OE0288_MARKER: Q = CHISELED SQUARE
 OE0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0288_SP_SET: STONE MILEPOST
 OE0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0288
 OE0288  HISTORY     - Date     Condition        Report By
 OE0288  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0288  HISTORY     - 1931     GOOD             NGS
 OE0288  HISTORY     - 20050415 MARK NOT FOUND   NYDT
 OE0288
 OE0288                          STATION DESCRIPTION
 OE0288
 OE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0288'0.5 MI E FROM HERKIMER.
 OE0288'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. AT MILEPOST N.Y.223.
 OE0288
 OE0288                          STATION RECOVERY (2005)
 OE0288
 OE0288'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1326 ***********************************************************************
 NB1326  DESIGNATION -  22.34
 NB1326  PID         -  NB1326
 NB1326  STATE/COUNTY-  NY/GENESEE
 NB1326  USGS QUAD   -  LE ROY (1976)
 NB1326
 NB1326                         *CURRENT SURVEY CONTROL
 NB1326  ___________________________________________________________________
 NB1326* NAD 83(1986)-  42 58 55.     (N)    077 56 12.     (W)     SCALED    
 NB1326* NAVD 88     -       234.843  (meters)     770.48   (feet)  ADJUSTED  
 NB1326  ___________________________________________________________________
 NB1326  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NB1326  DYNAMIC HT  -         234.783 (meters)     770.28  (feet)  COMP
 NB1326  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 NB1326
 NB1326  VERT ORDER  -  SECOND    CLASS 0
 NB1326
 NB1326.The horizontal coordinates were scaled from a topographic map and have
 NB1326.an estimated accuracy of +/- 6 seconds.
 NB1326
 NB1326.The orthometric height was determined by differential leveling
 NB1326.and adjusted by the National Geodetic Survey in June 1991..
 NB1326
 NB1326.The geoid height was determined by GEOID03.
 NB1326
 NB1326.The dynamic height is computed by dividing the NAVD 88
 NB1326.geopotential number by the normal gravity value computed on the
 NB1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1326.degrees latitude (g = 980.6199 gals.).
 NB1326
 NB1326.The modeled gravity was interpolated from observed gravity values.
 NB1326
 NB1326;                    North         East    Units  Estimated Accuracy
 NB1326;SPC NY W     -   331,370.      402,740.      MT  (+/- 180 meters Scaled)
 NB1326
 NB1326                          SUPERSEDED SURVEY CONTROL
 NB1326
 NB1326  NGVD 29 (??/??/??)  235.05   (m)          771.2    (f) RESET       3  
 NB1326
 NB1326.Superseded values are not recommended for survey control.
 NB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1326.See file dsdata.txt to determine how the superseded data were derived.
 NB1326
 NB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN605629(NAD 83)
 NB1326_MARKER: Z = SEE DESCRIPTION
 NB1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1326_SP_SET: BRIDGE
 NB1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1326
 NB1326  HISTORY     - Date     Condition        Report By
 NB1326  HISTORY     - UNK      MONUMENTED       BORR
 NB1326  HISTORY     - 1950     POOR             NGS
 NB1326  HISTORY     - 1950     GOOD             USGS
 NB1326
 NB1326                          STATION DESCRIPTION
 NB1326
 NB1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NB1326'3.7 MI SW FROM MUMFORD.
 NB1326'ON BRIDGE 22.34 ON BRIDGE SEAT OF NORTH ABUTMENT ON LEFT SIDE OF
 NB1326'TRACK.
 NB1326
 NB1326                          STATION RECOVERY (1950)
 NB1326
 NB1326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NB1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4364 ***********************************************************************
 LX4364  DESIGNATION -  225
 LX4364  PID         -  LX4364
 LX4364  STATE/COUNTY-  NY/WESTCHESTER
 LX4364  USGS QUAD   -  PEEKSKILL (1981)
 LX4364
 LX4364                         *CURRENT SURVEY CONTROL
 LX4364  ___________________________________________________________________
 LX4364* NAD 83(1996)-  41 15 20.85934(N)    073 56 01.81909(W)     ADJUSTED  
 LX4364* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 LX4364  ___________________________________________________________________
 LX4364  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 LX4364  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX4364
 LX4364  HORZ ORDER  -  SECOND
 LX4364
 LX4364.The horizontal coordinates were established by classical geodetic methods
 LX4364.and adjusted by the National Geodetic Survey in January 1999..
 LX4364
 LX4364.The orthometric height was scaled from a topographic map.
 LX4364
 LX4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4364
 LX4364.The geoid height was determined by GEOID03.
 LX4364
 LX4364;                    North         East     Units Scale Factor Converg.
 LX4364;SPC NY E     -   269,106.887   197,444.816   MT  0.99992769   +0 22 24.0
 LX4364;SPC NY E     -   882,894.85    647,783.53   sFT  0.99992769   +0 22 24.0
 LX4364;UTM  18      - 4,567,701.313   589,318.937   MT  0.99969818   +0 42 11.1
 LX4364
 LX4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4364!SPC NY E     -   0.99999946  x   0.99992769  =   0.99992715
 LX4364!UTM  18      -   0.99999946  x   0.99969818  =   0.99969764
 LX4364
 LX4364                          SUPERSEDED SURVEY CONTROL
 LX4364
 LX4364  NAD 83(1986)-  41 15 20.86073(N)    073 56 01.82061(W) AD(       ) 2
 LX4364  NAD 27      -  41 15 20.52196(N)    073 56 03.31736(W) AD(       ) 2
 LX4364
 LX4364.Superseded values are not recommended for survey control.
 LX4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4364.See file dsdata.txt to determine how the superseded data were derived.
 LX4364
 LX4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8931967701(NAD 83)
 LX4364_MARKER: Z = SEE DESCRIPTION
 LX4364_SETTING: 0 = UNSPECIFIED SETTING
 LX4364
 LX4364  HISTORY     - Date     Condition        Report By
 LX4364  HISTORY     - 1965     MONUMENTED       NY-119
 LX4364
 LX4364                          STATION DESCRIPTION
 LX4364
 LX4364'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4364'POSITION DETERMINED BY TRAVERSE FROM STATION MONTROSE WCCS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0642 ***********************************************************************
 OE0642  DESIGNATION -  227.0
 OE0642  PID         -  OE0642
 OE0642  STATE/COUNTY-  NY/HERKIMER
 OE0642  USGS QUAD   -  ILION (1982)
 OE0642
 OE0642                         *CURRENT SURVEY CONTROL
 OE0642  ___________________________________________________________________
 OE0642* NAD 83(1986)-  43 01 48.     (N)    075 02 48.     (W)     SCALED    
 OE0642* NAVD 88     -       121.535  (meters)     398.74   (feet)  ADJUSTED  
 OE0642  ___________________________________________________________________
 OE0642  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 OE0642  DYNAMIC HT  -         121.502 (meters)     398.63  (feet)  COMP
 OE0642  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 OE0642
 OE0642  VERT ORDER  -  FIRST     CLASS II
 OE0642
 OE0642.The horizontal coordinates were scaled from a topographic map and have
 OE0642.an estimated accuracy of +/- 6 seconds.
 OE0642
 OE0642.The orthometric height was determined by differential leveling
 OE0642.and adjusted by the National Geodetic Survey in June 1991..
 OE0642
 OE0642.The geoid height was determined by GEOID03.
 OE0642
 OE0642.The dynamic height is computed by dividing the NAVD 88
 OE0642.geopotential number by the normal gravity value computed on the
 OE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0642.degrees latitude (g = 980.6199 gals.).
 OE0642
 OE0642.The modeled gravity was interpolated from observed gravity values.
 OE0642
 OE0642;                    North         East    Units  Estimated Accuracy
 OE0642;SPC NY E     -   466,150.      105,450.      MT  (+/- 180 meters Scaled)
 OE0642
 OE0642                          SUPERSEDED SURVEY CONTROL
 OE0642
 OE0642  NGVD 29 (??/??/92)  121.691  (m)          399.25   (f) ADJ UNCH    1 2
 OE0642
 OE0642.Superseded values are not recommended for survey control.
 OE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0642.See file dsdata.txt to determine how the superseded data were derived.
 OE0642
 OE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN961641(NAD 83)
 OE0642_MARKER: Q = CHISELED SQUARE
 OE0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0642_SP_SET: MILEPOST
 OE0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0642
 OE0642  HISTORY     - Date     Condition        Report By
 OE0642  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0642  HISTORY     - 1931     GOOD             NGS
 OE0642
 OE0642                          STATION DESCRIPTION
 OE0642
 OE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0642'1.5 MI E FROM NORTH FRANKFORT.
 OE0642'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y. 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0641 ***********************************************************************
 OE0641  DESIGNATION -  227.4
 OE0641  PID         -  OE0641
 OE0641  STATE/COUNTY-  NY/HERKIMER
 OE0641  USGS QUAD   -  ILION (1982)
 OE0641
 OE0641                         *CURRENT SURVEY CONTROL
 OE0641  ___________________________________________________________________
 OE0641* NAD 83(1986)-  43 01 58.     (N)    075 03 01.     (W)     SCALED    
 OE0641* NAVD 88     -       121.259  (meters)     397.83   (feet)  ADJUSTED  
 OE0641  ___________________________________________________________________
 OE0641  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 OE0641  DYNAMIC HT  -         121.226 (meters)     397.72  (feet)  COMP
 OE0641  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 OE0641
 OE0641  VERT ORDER  -  FIRST     CLASS II
 OE0641
 OE0641.The horizontal coordinates were scaled from a topographic map and have
 OE0641.an estimated accuracy of +/- 6 seconds.
 OE0641
 OE0641.The orthometric height was determined by differential leveling
 OE0641.and adjusted by the National Geodetic Survey in June 1991..
 OE0641
 OE0641.The geoid height was determined by GEOID03.
 OE0641
 OE0641.The dynamic height is computed by dividing the NAVD 88
 OE0641.geopotential number by the normal gravity value computed on the
 OE0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0641.degrees latitude (g = 980.6199 gals.).
 OE0641
 OE0641.The modeled gravity was interpolated from observed gravity values.
 OE0641
 OE0641;                    North         East    Units  Estimated Accuracy
 OE0641;SPC NY E     -   466,460.      105,160.      MT  (+/- 180 meters Scaled)
 OE0641
 OE0641                          SUPERSEDED SURVEY CONTROL
 OE0641
 OE0641  NGVD 29 (??/??/92)  121.415  (m)          398.34   (f) ADJ UNCH    1 2
 OE0641
 OE0641.Superseded values are not recommended for survey control.
 OE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0641.See file dsdata.txt to determine how the superseded data were derived.
 OE0641
 OE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN959644(NAD 83)
 OE0641_MARKER: Q = CHISELED SQUARE
 OE0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0641_SP_SET: BRIDGE
 OE0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0641
 OE0641  HISTORY     - Date     Condition        Report By
 OE0641  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0641  HISTORY     - 1931     GOOD             NGS
 OE0641
 OE0641                          STATION DESCRIPTION
 OE0641
 OE0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0641'1.5 MI E FROM NORTH FRANKFORT.
 OE0641'ON NORTHEAST CORNER OF NORTH WALL OF NEW YORK CENTRAL RAILROAD BRIDGE
 OE0641'NO. 472.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0413 ***********************************************************************
 KV0413  DESIGNATION -  2277 BOR
 KV0413  PID         -  KV0413
 KV0413  STATE/COUNTY-  NY/RICHMOND
 KV0413  USGS QUAD   -  THE NARROWS (1981)
 KV0413
 KV0413                         *CURRENT SURVEY CONTROL
 KV0413  ___________________________________________________________________
 KV0413* NAD 83(1986)-  40 37 16.     (N)    074 04 18.     (W)     SCALED    
 KV0413* NAVD 88     -         3.111  (meters)      10.21   (feet)  ADJUSTED  
 KV0413  ___________________________________________________________________
 KV0413  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0413  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 KV0413  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 KV0413
 KV0413  VERT ORDER  -  FIRST     CLASS II
 KV0413
 KV0413.The horizontal coordinates were scaled from a topographic map and have
 KV0413.an estimated accuracy of +/- 6 seconds.
 KV0413
 KV0413.The orthometric height was determined by differential leveling
 KV0413.and adjusted by the National Geodetic Survey in June 1991..
 KV0413
 KV0413.The geoid height was determined by GEOID03.
 KV0413
 KV0413.The dynamic height is computed by dividing the NAVD 88
 KV0413.geopotential number by the normal gravity value computed on the
 KV0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0413.degrees latitude (g = 980.6199 gals.).
 KV0413
 KV0413.The modeled gravity was interpolated from observed gravity values.
 KV0413
 KV0413;                    North         East    Units  Estimated Accuracy
 KV0413;SPC NY L     -    50,470.      293,940.      MT  (+/- 180 meters Scaled)
 KV0413
 KV0413                          SUPERSEDED SURVEY CONTROL
 KV0413
 KV0413  NGVD 29 (04/16/92)    3.449  (m)           11.32   (f) ADJUSTED    1 2
 KV0413
 KV0413.Superseded values are not recommended for survey control.
 KV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0413.See file dsdata.txt to determine how the superseded data were derived.
 KV0413
 KV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK785971(NAD 83)
 KV0413_MARKER: Q = CHISELED SQUARE
 KV0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0413_SP_SET: STEP
 KV0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0413
 KV0413  HISTORY     - Date     Condition        Report By
 KV0413  HISTORY     - 1952     MONUMENTED       NY-085
 KV0413  HISTORY     - 1952     GOOD             CGS
 KV0413  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 KV0413  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 KV0413
 KV0413                          STATION DESCRIPTION
 KV0413
 KV0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0413'AT CLIFTON.
 KV0413'ON STATEN ISLAND, AT CLIFTON, AT BAY STREET AND GREENFIELD
 KV0413'AVENUE, AN OUTLINE SQUARE ON THE TOP OF WEST CORNER OF THE
 KV0413'NORTHWEST END OF SECOND STEP FROM BOTTOM OF A STAIRWAY LEADING
 KV0413'FROM GREENFIELD AVENUE TO THE STATEN ISLAND RAPID TRANSIT
 KV0413'RAILROAD TRACK, AND ABOUT 1 1/2 FEET ABOVE SIDE WALK.
 KV0413
 KV0413                          STATION RECOVERY (1995)
 KV0413
 KV0413'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0413'MARK NOT FOUND.
 KV0413
 KV0413                          STATION RECOVERY (1996)
 KV0413
 KV0413'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1189 ***********************************************************************
 PH1189  DESIGNATION -  23 A
 PH1189  PID         -  PH1189
 PH1189  STATE/COUNTY-  NY/ST LAWRENCE
 PH1189  USGS QUAD   -  HAMMOND (1961)
 PH1189
 PH1189                         *CURRENT SURVEY CONTROL
 PH1189  ___________________________________________________________________
 PH1189* NAD 83(1986)-  44 28 04.     (N)    075 44 03.     (W)     SCALED    
 PH1189* NAVD 88     -        78.95   (+/-2cm)     259.0    (feet)  VERTCON   
 PH1189  ___________________________________________________________________
 PH1189  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 PH1189
 PH1189  VERT ORDER  -  ? (See Below)
 PH1189
 PH1189.The horizontal coordinates were scaled from a topographic map and have
 PH1189.an estimated accuracy of +/- 6 seconds.
 PH1189
 PH1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1189.The vertical order pertains to the NGVD 29 superseded value.
 PH1189
 PH1189.The geoid height was determined by GEOID03.
 PH1189
 PH1189;                    North         East    Units  Estimated Accuracy
 PH1189;SPC NY E     -   626,480.       51,800.      MT  (+/- 180 meters Scaled)
 PH1189
 PH1189                          SUPERSEDED SURVEY CONTROL
 PH1189
 PH1189  NGVD 29 (??/??/92)   79.095  (m)          259.50   (f) ADJ UNCH    ?  
 PH1189
 PH1189.Superseded values are not recommended for survey control.
 PH1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1189.See file dsdata.txt to determine how the superseded data were derived.
 PH1189
 PH1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ416240(NAD 83)
 PH1189_MARKER: Q = CHISELED SQUARE
 PH1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1189_SP_SET: WALL
 PH1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1189
 PH1189  HISTORY     - Date     Condition        Report By
 PH1189  HISTORY     - UNK      MONUMENTED       USLS
 PH1189  HISTORY     - 1943     GOOD             NGS
 PH1189  HISTORY     - 1946     GOOD             AMS
 PH1189
 PH1189                          STATION DESCRIPTION
 PH1189
 PH1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1189'2.3 MI NE FROM CHIPPEWA BAY.
 PH1189'ABOUT 2.3 MILES NORTHEAST OF CHIPPEWA BAY, ST. LAWRENCE COUNTY, AT
 PH1189'CHIPPEWA CREEK VALLEY, ON THE NORTHWEST SIDE OF AN OLD ROAD (PARTIALLY
 PH1189'ABANDONED) ALONG THE SOUTHEAST SIDE OF CHIPPEWA CREEK, ON THE SOUTH
 PH1189'WALL OF THE EARL TAIT STONE HOUSE, 1.1 FEET FROM THE SOUTHWEST CORNER
 PH1189'OF THE HOUSE, AND ABOUT 2 FEET ABOVE THE GROUND. THE CENTER OF A
 PH1189'HORIZONTAL LINE CUT ACROSS A 7/8 BY 1-1/2-INCH CHISELED SQUARE.
 PH1189
 PH1189                          STATION RECOVERY (1946)
 PH1189
 PH1189'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1946
 PH1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1331 ***********************************************************************
 NA1331  DESIGNATION -  23 F
 NA1331  PID         -  NA1331
 NA1331  STATE/COUNTY-  NY/BROOME
 NA1331  USGS QUAD   -  DEPOSIT (1965)
 NA1331
 NA1331                         *CURRENT SURVEY CONTROL
 NA1331  ___________________________________________________________________
 NA1331* NAD 83(1986)-  42 03 45.     (N)    075 25 24.     (W)     SCALED    
 NA1331* NAVD 88     -       301.997  (meters)     990.80   (feet)  ADJUSTED  
 NA1331  ___________________________________________________________________
 NA1331  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NA1331  DYNAMIC HT  -         301.890 (meters)     990.45  (feet)  COMP
 NA1331  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 NA1331
 NA1331  VERT ORDER  -  FIRST     CLASS II
 NA1331
 NA1331.The horizontal coordinates were scaled from a topographic map and have
 NA1331.an estimated accuracy of +/- 6 seconds.
 NA1331
 NA1331.The orthometric height was determined by differential leveling
 NA1331.and adjusted by the National Geodetic Survey in June 1991..
 NA1331
 NA1331.The geoid height was determined by GEOID03.
 NA1331
 NA1331.The dynamic height is computed by dividing the NAVD 88
 NA1331.geopotential number by the normal gravity value computed on the
 NA1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1331.degrees latitude (g = 980.6199 gals.).
 NA1331
 NA1331.The modeled gravity was interpolated from observed gravity values.
 NA1331
 NA1331;                    North         East    Units  Estimated Accuracy
 NA1331;SPC NY E     -   358,950.       73,580.      MT  (+/- 180 meters Scaled)
 NA1331
 NA1331                          SUPERSEDED SURVEY CONTROL
 NA1331
 NA1331  NGVD 29 (??/??/92)  302.140  (m)          991.27   (f) ADJ UNCH    1 2
 NA1331
 NA1331.Superseded values are not recommended for survey control.
 NA1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1331.See file dsdata.txt to determine how the superseded data were derived.
 NA1331
 NA1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM649568(NAD 83)
 NA1331_MARKER: DD = SURVEY DISK
 NA1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1331_STAMPING: PRIM TRAV STA NO. 23 F 1923 N.Y.
 NA1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1331+STABILITY: SURFACE MOTION
 NA1331
 NA1331  HISTORY     - Date     Condition        Report By
 NA1331  HISTORY     - 1923     MONUMENTED       USGS
 NA1331  HISTORY     - 1941     GOOD             NGS
 NA1331
 NA1331                          STATION DESCRIPTION
 NA1331
 NA1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1331'AT DEPOSIT.
 NA1331'THIS MARK IS IN DEPOSIT, BROOME COUNTY, SET IN THE SOUTHWEST CORNER
 NA1331'OF THE YARD AT THE HIGH SCHOOL, A U.S. GEOLOGICAL SURVEY DISK SET IN
 NA1331'THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2129 ***********************************************************************
 NB2129  DESIGNATION -  23 RESET
 NB2129  PID         -  NB2129
 NB2129  STATE/COUNTY-  NY/CHEMUNG
 NB2129  USGS QUAD   -  ELMIRA (1969)
 NB2129
 NB2129                         *CURRENT SURVEY CONTROL
 NB2129  ___________________________________________________________________
 NB2129* NAD 83(1986)-  42 02 46.     (N)    076 49 15.     (W)     SCALED    
 NB2129* NAVD 88     -       287.44   (meters)     943.0    (feet)  RESET     
 NB2129  ___________________________________________________________________
 NB2129  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NB2129
 NB2129  VERT ORDER  -  THIRD
 NB2129
 NB2129.The horizontal coordinates were scaled from a topographic map and have
 NB2129.an estimated accuracy of +/- 6 seconds.
 NB2129
 NB2129.The orthometric height was computed from unverified reset data.
 NB2129.No vertical observational check was made to the station.
 NB2129
 NB2129.The geoid height was determined by GEOID03.
 NB2129
 NB2129;                    North         East    Units  Estimated Accuracy
 NB2129;SPC NY C     -   227,240.      230,340.      MT  (+/- 180 meters Scaled)
 NB2129
 NB2129                          SUPERSEDED SURVEY CONTROL
 NB2129
 NB2129  NGVD 29 (09/01/04)  287.62   (m)          943.6    (f) RESET       3  
 NB2129
 NB2129.Superseded values are not recommended for survey control.
 NB2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2129.See file dsdata.txt to determine how the superseded data were derived.
 NB2129
 NB2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM493565(NAD 83)
 NB2129_MARKER: DB = BENCH MARK DISK
 NB2129_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NB2129_SP_SET: RETAINING WALL
 NB2129_STAMPING: 23 NYDPW RESET 1986
 NB2129_MARK LOGO: NYDT  
 NB2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB2129
 NB2129  HISTORY     - Date     Condition        Report By
 NB2129  HISTORY     - 1986     MONUMENTED       NYDT
 NB2129
 NB2129                          STATION DESCRIPTION
 NB2129
 NB2129'DESCRIBED BY NY DEPT OF TRANSP 1986
 NB2129'6.4 KM (4.00 MI) SOUTH FROM ELMIRA.
 NB2129'4.1 MILES SOUTH OF ELMIRA, AT A POINT WHERE THE ABANDONED
 NB2129'ELMIRA-WILLIAMSPORT BRANCH OF THE PENNSYLVANIA RAILROAD USED TO CROSS
 NB2129'STATE HIGHWAY 14, SET ON 2.0 FOOT WIDE CONCRETE RETAINING WALL
 NB2129'BETWEEN THE OLD RAILROAD BED AND THE HIGHWAY.  106 FEET FROM THE
 NB2129'SOUTH END AND 21 FEET FROM THE NORTH END OF THE RETAINING WALL
 NB2129'LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0552 ***********************************************************************
 MZ0552  DESIGNATION -  23 R=SERIAL 1622
 MZ0552  PID         -  MZ0552
 MZ0552  STATE/COUNTY-  NY/DUTCHESS
 MZ0552  USGS QUAD   -  SAUGERTIES (1978)
 MZ0552
 MZ0552                         *CURRENT SURVEY CONTROL
 MZ0552  ___________________________________________________________________
 MZ0552* NAD 83(1986)-  42 00 44.     (N)    073 55 37.     (W)     SCALED    
 MZ0552* NAVD 88     -         2.138  (meters)       7.01   (feet)  ADJUSTED  
 MZ0552  ___________________________________________________________________
 MZ0552  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MZ0552  DYNAMIC HT  -           2.137 (meters)       7.01  (feet)  COMP
 MZ0552  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 MZ0552
 MZ0552  VERT ORDER  -  FIRST     CLASS II
 MZ0552
 MZ0552.The horizontal coordinates were scaled from a topographic map and have
 MZ0552.an estimated accuracy of +/- 6 seconds.
 MZ0552
 MZ0552.The orthometric height was determined by differential leveling
 MZ0552.and adjusted by the National Geodetic Survey in June 1991..
 MZ0552
 MZ0552.The geoid height was determined by GEOID03.
 MZ0552
 MZ0552.The dynamic height is computed by dividing the NAVD 88
 MZ0552.geopotential number by the normal gravity value computed on the
 MZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0552.degrees latitude (g = 980.6199 gals.).
 MZ0552
 MZ0552.The modeled gravity was interpolated from observed gravity values.
 MZ0552
 MZ0552;                    North         East    Units  Estimated Accuracy
 MZ0552;SPC NY E     -   353,120.      197,460.      MT  (+/- 180 meters Scaled)
 MZ0552
 MZ0552                          SUPERSEDED SURVEY CONTROL
 MZ0552
 MZ0552  NGVD 29 (??/??/92)    2.40   (m)            7.9    (f) COMPUTED    1 2
 MZ0552
 MZ0552.Superseded values are not recommended for survey control.
 MZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0552.See file dsdata.txt to determine how the superseded data were derived.
 MZ0552
 MZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM888516(NAD 83)
 MZ0552_MARKER: Q = CHISELED SQUARE
 MZ0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0552_SP_SET: BRIDGE
 MZ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0552
 MZ0552  HISTORY     - Date     Condition        Report By
 MZ0552  HISTORY     - UNK      MONUMENTED       USE
 MZ0552  HISTORY     - 1934     GOOD             NGS
 MZ0552  HISTORY     - 1955     MARK NOT FOUND   NGS
 MZ0552
 MZ0552                          STATION DESCRIPTION
 MZ0552
 MZ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MZ0552'0.97 MI N FROM BARRYTOWN.
 MZ0552'ON THE NEW YORK TO ALBANY BRANCH OF THE NEW YORK CENTRAL RAILROAD,
 MZ0552'0.67 MILES NORTH OF MILE POST 95, 3 FEET 9 INCHES WEST OF WEST RAIL OF
 MZ0552'SOUTH BOUND TRACK, ON SOUTH EAST CORNER OF NORTH-WEST ABUTMENT OF
 MZ0552'BRIDGE NO. 267, LEVEL WITH TOP OF RAIL.
 MZ0552
 MZ0552                          STATION RECOVERY (1955)
 MZ0552
 MZ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MZ0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0672 ***********************************************************************
 OE0672  DESIGNATION -  230
 OE0672  PID         -  OE0672
 OE0672  STATE/COUNTY-  NY/ONEIDA
 OE0672  USGS QUAD   -  ORISKANY (1955)
 OE0672
 OE0672                         *CURRENT SURVEY CONTROL
 OE0672  ___________________________________________________________________
 OE0672* NAD 83(1986)-  43 08 36.     (N)    075 18 26.     (W)     SCALED    
 OE0672* NAVD 88     -       132.786  (meters)     435.65   (feet)  ADJUSTED  
 OE0672  ___________________________________________________________________
 OE0672  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 OE0672  DYNAMIC HT  -         132.752 (meters)     435.54  (feet)  COMP
 OE0672  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 OE0672
 OE0672  VERT ORDER  -  FIRST     CLASS II
 OE0672
 OE0672.The horizontal coordinates were scaled from a topographic map and have
 OE0672.an estimated accuracy of +/- 6 seconds.
 OE0672
 OE0672.The orthometric height was determined by differential leveling
 OE0672.and adjusted by the National Geodetic Survey in June 1991..
 OE0672
 OE0672.The geoid height was determined by GEOID03.
 OE0672
 OE0672.The dynamic height is computed by dividing the NAVD 88
 OE0672.geopotential number by the normal gravity value computed on the
 OE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0672.degrees latitude (g = 980.6199 gals.).
 OE0672
 OE0672.The modeled gravity was interpolated from observed gravity values.
 OE0672
 OE0672;                    North         East    Units  Estimated Accuracy
 OE0672;SPC NY C     -   349,880.      353,810.      MT  (+/- 180 meters Scaled)
 OE0672
 OE0672                          SUPERSEDED SURVEY CONTROL
 OE0672
 OE0672  NGVD 29 (??/??/92)  132.942  (m)          436.16   (f) ADJ UNCH    1 2
 OE0672
 OE0672.Superseded values are not recommended for survey control.
 OE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0672.See file dsdata.txt to determine how the superseded data were derived.
 OE0672
 OE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN750767(NAD 83)
 OE0672_MARKER: Z = SEE DESCRIPTION
 OE0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0672_SP_SET: STONE ABUTMENT
 OE0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0672
 OE0672  HISTORY     - Date     Condition        Report By
 OE0672  HISTORY     - UNK      MONUMENTED       CGS
 OE0672  HISTORY     - 1931     GOOD             NGS
 OE0672
 OE0672                          STATION DESCRIPTION
 OE0672
 OE0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0672'1.7 MI E FROM ORISKANY.
 OE0672'ON BRIDGE NO. 23 WHERE HIGHWAY CROSSES OVER OLD ERIE CANAL. AT
 OE0672'SOUTHEAST CORNER OF EAST WINGWALL OF NORTH ABUTMENT. ABOUT 5 FEET
 OE0672'ABOVE LEVEL OF TOWPATH, AND ABOUT 200 FEET SOUTH OF MAIN LINE OF NEW
 OE0672'YORK CENTRAL RAILROAD, OPPOSITE TELEGRAPH POLE 242-25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1572 ***********************************************************************
 OF1572  DESIGNATION -  2302 MCGS 1972
 OF1572  PID         -  OF1572
 OF1572  STATE/COUNTY-  NY/MONROE
 OF1572  USGS QUAD   -  WEBSTER (1978)
 OF1572
 OF1572                         *CURRENT SURVEY CONTROL
 OF1572  ___________________________________________________________________
 OF1572* NAD 83(1996)-  43 10 56.51510(N)    077 28 29.02614(W)     ADJUSTED  
 OF1572* NAVD 88     -       144.8    (meters)     475.     (feet)  VERTCON   
 OF1572  ___________________________________________________________________
 OF1572  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 OF1572  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF1572
 OF1572  HORZ ORDER  -  SECOND
 OF1572
 OF1572.The horizontal coordinates were established by classical geodetic methods
 OF1572.and adjusted by the National Geodetic Survey in January 1999..
 OF1572
 OF1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1572
 OF1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1572
 OF1572.The geoid height was determined by GEOID03.
 OF1572
 OF1572;                    North         East     Units Scale Factor Converg.
 OF1572;SPC NY W     -   354,025.241   440,123.564   MT  1.00003738   +0 45 31.3
 OF1572;SPC NY W     - 1,161,497.81  1,443,972.06   sFT  1.00003738   +0 45 31.3
 OF1572;UTM  18      - 4,784,039.693   298,882.383   MT  1.00009760   -1 41 38.7
 OF1572
 OF1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1572!SPC NY W     -   0.99998288  x   1.00003738  =   1.00002026
 OF1572!UTM  18      -   0.99998288  x   1.00009760  =   1.00008048
 OF1572
 OF1572:                Primary Azimuth Mark                     Grid Az
 OF1572:SPC NY W     -  166 MCGS 1969                            268 57 20.7
 OF1572:UTM  18      -  166 MCGS 1969                            271 24 30.7
 OF1572
 OF1572|---------------------------------------------------------------------|
 OF1572| PID    Reference Object                     Distance      Geod. Az  |
 OF1572|                                                           dddmmss.s |
 OF1572| OF1545 166 MCGS 1969                       APPROX. 0.8 KM 2694252.0 |
 OF1572| OF1542 198 MCGS 1969                       153.446 METERS 27054     |
 OF1572|---------------------------------------------------------------------|
 OF1572
 OF1572                          SUPERSEDED SURVEY CONTROL
 OF1572
 OF1572  NAD 83(1986)-  43 10 56.52359(N)    077 28 29.02464(W) AD(       ) 2
 OF1572  NAD 27      -  43 10 56.29772(N)    077 28 30.03797(W) AD(       ) 2
 OF1572  NGVD 29 (07/19/86)  145.0    (m)          476.     (f) VERT ANG       
 OF1572
 OF1572.Superseded values are not recommended for survey control.
 OF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1572.See file dsdata.txt to determine how the superseded data were derived.
 OF1572
 OF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9888284040(NAD 83)
 OF1572_MARKER: DD = SURVEY DISK
 OF1572_SETTING: 0 = UNSPECIFIED SETTING
 OF1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1572
 OF1572  HISTORY     - Date     Condition        Report By
 OF1572  HISTORY     - 1972     MONUMENTED       NY-055
 OF1572  HISTORY     - 19951021 GOOD             USPSQD
 OF1572
 OF1572                          STATION DESCRIPTION
 OF1572
 OF1572'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1572'IN PENFIELD, AT THE NE CORNER OF THE INTERSECTION OF PLANK
 OF1572'RD. (RT. 11) AND 5 MILE LINE RD. (RT. 18)
 OF1572'
 OF1572'15.6 FT N. OF THE CENTERLINE OF PLANK RD.
 OF1572'
 OF1572'10.4 FT E. OF THE CENTERLINE OF 5 MILE LINE RD.
 OF1572'
 OF1572'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1572'2302 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT., AND IN A CAST
 OF1572'IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
 OF1572
 OF1572                          STATION RECOVERY (1995)
 OF1572
 OF1572'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1961 ***********************************************************************
 OF1961  DESIGNATION -  2303 MCGS 1972
 OF1961  PID         -  OF1961
 OF1961  STATE/COUNTY-  NY/MONROE
 OF1961  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1961
 OF1961                         *CURRENT SURVEY CONTROL
 OF1961  ___________________________________________________________________
 OF1961* NAD 83(1996)-  43 10 56.42062(N)    077 30 08.29851(W)     ADJUSTED  
 OF1961* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 OF1961  ___________________________________________________________________
 OF1961  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 OF1961  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF1961
 OF1961  HORZ ORDER  -  SECOND
 OF1961
 OF1961.The horizontal coordinates were established by classical geodetic methods
 OF1961.and adjusted by the National Geodetic Survey in January 1999..
 OF1961
 OF1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1961
 OF1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1961
 OF1961.The geoid height was determined by GEOID03.
 OF1961
 OF1961;                    North         East     Units Scale Factor Converg.
 OF1961;SPC NY W     -   353,993.008   437,881.831   MT  1.00003247   +0 44 23.3
 OF1961;SPC NY W     - 1,161,392.06  1,436,617.31   sFT  1.00003247   +0 44 23.3
 OF1961;UTM  18      - 4,784,103.431   296,641.171   MT  1.00010875   -1 42 46.7
 OF1961
 OF1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1961!SPC NY W     -   0.99998334  x   1.00003247  =   1.00001581
 OF1961!UTM  18      -   0.99998334  x   1.00010875  =   1.00009209
 OF1961
 OF1961:                Primary Azimuth Mark                     Grid Az
 OF1961:SPC NY W     -  165 NYGS 1939                            088 02 37.7
 OF1961:UTM  18      -  165 NYGS 1939                            090 29 47.7
 OF1961
 OF1961|---------------------------------------------------------------------|
 OF1961| PID    Reference Object                     Distance      Geod. Az  |
 OF1961|                                                           dddmmss.s |
 OF1961| OF1594 165 NYGS 1939                       APPROX. 0.8 KM 0884701.0 |
 OF1961| OF1979 157 NYGS 1935                       464.826 METERS 2710053.0 |
 OF1961|---------------------------------------------------------------------|
 OF1961
 OF1961                          SUPERSEDED SURVEY CONTROL
 OF1961
 OF1961  NAD 83(1986)-  43 10 56.42903(N)    077 30 08.29722(W) AD(       ) 2
 OF1961  NAD 27      -  43 10 56.20355(N)    077 30 09.30703(W) AD(       ) 2
 OF1961  NGVD 29 (07/19/86)  142.1    (m)          466.     (f) VERT ANG       
 OF1961
 OF1961.Superseded values are not recommended for survey control.
 OF1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1961.See file dsdata.txt to determine how the superseded data were derived.
 OF1961
 OF1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9664184103(NAD 83)
 OF1961_MARKER: DD = SURVEY DISK
 OF1961_SETTING: 0 = UNSPECIFIED SETTING
 OF1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1961
 OF1961  HISTORY     - Date     Condition        Report By
 OF1961  HISTORY     - 1972     MONUMENTED       NY-055
 OF1961  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 OF1961  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 OF1961
 OF1961                          STATION DESCRIPTION
 OF1961
 OF1961'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF1961'IN PENFIELD, AT THE SW CORNER OF THE INTERSECTION OF PLANK ROAD
 OF1961'(RT. 11) AND CREEK STREET (RT. 22)
 OF1961'
 OF1961'21.8 FT S. OF THE CENTER OF PLANK RD.
 OF1961'
 OF1961'35.6 FT W. OF THE CENTER OF CREEK ST.
 OF1961'
 OF1961'22.0 FT N.E. OF THE CENTER OF A MANHOLE
 OF1961'
 OF1961'1.0 FT N.E. OF A MONROE COUNTY WITNESS POST
 OF1961'
 OF1961'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1961'2303 IN THE TOP OF A CONCRETE POST AT GRADE.
 OF1961
 OF1961                          STATION RECOVERY (1998)
 OF1961
 OF1961'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1961'MARK NOT FOUND.
 OF1961
 OF1961                          STATION RECOVERY (2004)
 OF1961
 OF1961'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1961'ROAD RECENTLY RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0988 ***********************************************************************
 LX0988  DESIGNATION -  231
 LX0988  PID         -  LX0988
 LX0988  STATE/COUNTY-  NY/WESTCHESTER
 LX0988  USGS QUAD   -  WHITE PLAINS (1967)
 LX0988
 LX0988                         *CURRENT SURVEY CONTROL
 LX0988  ___________________________________________________________________
 LX0988* NAD 83(1986)-  41 02 45.     (N)    073 52 15.     (W)     SCALED    
 LX0988* NAVD 88     -         1.470  (meters)       4.82   (feet)  ADJUSTED  
 LX0988  ___________________________________________________________________
 LX0988  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX0988  DYNAMIC HT  -           1.469 (meters)       4.82  (feet)  COMP
 LX0988  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 LX0988
 LX0988  VERT ORDER  -  FIRST     CLASS II
 LX0988
 LX0988.The horizontal coordinates were scaled from a topographic map and have
 LX0988.an estimated accuracy of +/- 6 seconds.
 LX0988
 LX0988.The orthometric height was determined by differential leveling
 LX0988.and adjusted by the National Geodetic Survey in June 1991..
 LX0988
 LX0988.The geoid height was determined by GEOID03.
 LX0988
 LX0988.The dynamic height is computed by dividing the NAVD 88
 LX0988.geopotential number by the normal gravity value computed on the
 LX0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0988.degrees latitude (g = 980.6199 gals.).
 LX0988
 LX0988.The modeled gravity was interpolated from observed gravity values.
 LX0988
 LX0988;                    North         East    Units  Estimated Accuracy
 LX0988;SPC NY E     -   245,830.      202,890.      MT  (+/- 180 meters Scaled)
 LX0988
 LX0988                          SUPERSEDED SURVEY CONTROL
 LX0988
 LX0988  NGVD 29 (??/??/92)    1.770  (m)            5.81   (f) ADJ UNCH    1 2
 LX0988
 LX0988.Superseded values are not recommended for survey control.
 LX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0988.See file dsdata.txt to determine how the superseded data were derived.
 LX0988
 LX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL949444(NAD 83)
 LX0988_MARKER: B = BOLT
 LX0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0988_SP_SET: CULVERT
 LX0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0988
 LX0988  HISTORY     - Date     Condition        Report By
 LX0988  HISTORY     - UNK      MONUMENTED       NYCRR
 LX0988  HISTORY     - 1955     GOOD             NGS
 LX0988
 LX0988                          STATION DESCRIPTION
 LX0988
 LX0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0988'0.5 MI N FROM IRVINGTON.
 LX0988'0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX0988'STATION AT IRVINGTON, ABOUT 0.1 MILE NORTH OF MILE POST NY 23,
 LX0988'ACROSS TRACKS FROM A POINT BETWEEN POWER TRANSMISSION TOWERS NO.
 LX0988'624 AND 625, THE TOP OF AN IRON BOLT IN THE TOP OF NORTH END
 LX0988'OF EAST STONE HEAD WALL OF A 10-FOOT CULVERT UNDER TRACKS, 30
 LX0988'YARDS SOUTH OF A FOOT BRIDGE OVER TRACKS, 11 1/2 FEET EAST OF
 LX0988'EAST RAIL OF EAST TRACK, 0.5 FOOT SOUTHWEST OF NORTHEAST CORNER
 LX0988'OF HEAD WALL, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND COVERED
 LX0988'WITH BALLAST OF RAILROAD FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0494 ***********************************************************************
 NB0494  DESIGNATION -  2316
 NB0494  PID         -  NB0494
 NB0494  STATE/COUNTY-  NY/CAYUGA
 NB0494  USGS QUAD   -  UNION SPRINGS (1955)
 NB0494
 NB0494                         *CURRENT SURVEY CONTROL
 NB0494  ___________________________________________________________________
 NB0494* NAD 83(1986)-  42 52 15.     (N)    076 41 47.     (W)     SCALED    
 NB0494* NAVD 88     -       128.874  (meters)     422.81   (feet)  ADJUSTED  
 NB0494  ___________________________________________________________________
 NB0494  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NB0494  DYNAMIC HT  -         128.840 (meters)     422.70  (feet)  COMP
 NB0494  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 NB0494
 NB0494  VERT ORDER  -  FIRST     CLASS II
 NB0494
 NB0494.The horizontal coordinates were scaled from a topographic map and have
 NB0494.an estimated accuracy of +/- 6 seconds.
 NB0494
 NB0494.The orthometric height was determined by differential leveling
 NB0494.and adjusted by the National Geodetic Survey in June 1991..
 NB0494
 NB0494.The geoid height was determined by GEOID03.
 NB0494
 NB0494.The dynamic height is computed by dividing the NAVD 88
 NB0494.geopotential number by the normal gravity value computed on the
 NB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0494.degrees latitude (g = 980.6199 gals.).
 NB0494
 NB0494.The modeled gravity was interpolated from observed gravity values.
 NB0494
 NB0494;                    North         East    Units  Estimated Accuracy
 NB0494;SPC NY C     -   318,830.      240,760.      MT  (+/- 180 meters Scaled)
 NB0494
 NB0494                          SUPERSEDED SURVEY CONTROL
 NB0494
 NB0494  NGVD 29 (??/??/92)  129.047  (m)          423.38   (f) ADJ UNCH    1 2
 NB0494
 NB0494.Superseded values are not recommended for survey control.
 NB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0494.See file dsdata.txt to determine how the superseded data were derived.
 NB0494
 NB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN614478(NAD 83)
 NB0494_MARKER: Q = CHISELED SQUARE
 NB0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0494_SP_SET: BRIDGE
 NB0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0494
 NB0494  HISTORY     - Date     Condition        Report By
 NB0494  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0494  HISTORY     - 1933     GOOD             NGS
 NB0494  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0494  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0494  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NB0494
 NB0494                          STATION DESCRIPTION
 NB0494
 NB0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0494'2.5 MI N FROM UNION SPRINGS.
 NB0494'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., AT THE EAST
 NB0494'END OF THE NORTH ABUTMENT OF HIGHWAY BRIDGE ON HIGHWAY NO. 90, 350
 NB0494'FT. SOUTH OF R.R. CROSSING ON A LEVEL WITH THE TRACK.
 NB0494
 NB0494                          STATION RECOVERY (1982)
 NB0494
 NB0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0494'MARK NOT FOUND.
 NB0494
 NB0494                          STATION RECOVERY (1985)
 NB0494
 NB0494'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0494'MARK NOT FOUND.
 NB0494
 NB0494                          STATION RECOVERY (1986)
 NB0494
 NB0494'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0493 ***********************************************************************
 NB0493  DESIGNATION -  2317
 NB0493  PID         -  NB0493
 NB0493  STATE/COUNTY-  NY/CAYUGA
 NB0493  USGS QUAD   -  UNION SPRINGS (1955)
 NB0493
 NB0493                         *CURRENT SURVEY CONTROL
 NB0493  ___________________________________________________________________
 NB0493* NAD 83(1986)-  42 52 14.     (N)    076 42 07.     (W)     SCALED    
 NB0493* NAVD 88     -       123.16   (+/-2cm)     404.1    (feet)  VERTCON   
 NB0493  ___________________________________________________________________
 NB0493  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NB0493
 NB0493  VERT ORDER  -  ? (See Below)
 NB0493
 NB0493.The horizontal coordinates were scaled from a topographic map and have
 NB0493.an estimated accuracy of +/- 6 seconds.
 NB0493
 NB0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0493.The vertical order pertains to the NGVD 29 superseded value.
 NB0493
 NB0493.The geoid height was determined by GEOID03.
 NB0493
 NB0493;                    North         East    Units  Estimated Accuracy
 NB0493;SPC NY C     -   318,800.      240,310.      MT  (+/- 180 meters Scaled)
 NB0493
 NB0493                          SUPERSEDED SURVEY CONTROL
 NB0493
 NB0493  NGVD 29 (??/??/92)  123.336  (m)          404.64   (f) ADJ UNCH    ?  
 NB0493
 NB0493.Superseded values are not recommended for survey control.
 NB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0493.See file dsdata.txt to determine how the superseded data were derived.
 NB0493
 NB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN609478(NAD 83)
 NB0493_MARKER: Q = CHISELED SQUARE
 NB0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0493_SP_SET: BRIDGE
 NB0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0493
 NB0493  HISTORY     - Date     Condition        Report By
 NB0493  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0493  HISTORY     - 1933     GOOD             NGS
 NB0493  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0493  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0493  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0493  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NB0493
 NB0493                          STATION DESCRIPTION
 NB0493
 NB0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0493'2.3 MI N FROM UNION SPRINGS.
 NB0493'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., ON R.R. BRIDGE
 NB0493'NO. A-341 AT CAYUGA JUNCTION, 75 FT. WEST OF THE WATER TOWER, 100 FT.
 NB0493'WEST OF JUNCTION OF THE BRANCH LINE TO CAYUGA, IN THE TOP OF THE NORTH
 NB0493'COPING OF THE BRIDGE, 8 FT. NORTH OF THE CENTER LINE OF THE TRACK
 NB0493'AND, 1 FT. BELOW THE BASE OF THE RAIL.
 NB0493
 NB0493                          STATION RECOVERY (1982)
 NB0493
 NB0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0493'MARK NOT FOUND.
 NB0493
 NB0493                          STATION RECOVERY (1985)
 NB0493
 NB0493'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0493'MARK NOT FOUND.
 NB0493
 NB0493                          STATION RECOVERY (1985)
 NB0493
 NB0493'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0493'MARK NOT FOUND.
 NB0493
 NB0493                          STATION RECOVERY (2001)
 NB0493
 NB0493'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0674 ***********************************************************************
 OE0674  DESIGNATION -  232
 OE0674  PID         -  OE0674
 OE0674  STATE/COUNTY-  NY/ONEIDA
 OE0674  USGS QUAD   -  ORISKANY (1955)
 OE0674
 OE0674                         *CURRENT SURVEY CONTROL
 OE0674  ___________________________________________________________________
 OE0674* NAD 83(1986)-  43 09 38.     (N)    075 20 02.     (W)     SCALED    
 OE0674* NAVD 88     -       132.038  (meters)     433.19   (feet)  ADJUSTED  
 OE0674  ___________________________________________________________________
 OE0674  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 OE0674  DYNAMIC HT  -         132.004 (meters)     433.08  (feet)  COMP
 OE0674  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 OE0674
 OE0674  VERT ORDER  -  FIRST     CLASS II
 OE0674
 OE0674.The horizontal coordinates were scaled from a topographic map and have
 OE0674.an estimated accuracy of +/- 6 seconds.
 OE0674
 OE0674.The orthometric height was determined by differential leveling
 OE0674.and adjusted by the National Geodetic Survey in June 1991..
 OE0674
 OE0674.The geoid height was determined by GEOID03.
 OE0674
 OE0674.The dynamic height is computed by dividing the NAVD 88
 OE0674.geopotential number by the normal gravity value computed on the
 OE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0674.degrees latitude (g = 980.6199 gals.).
 OE0674
 OE0674.The modeled gravity was interpolated from observed gravity values.
 OE0674
 OE0674;                    North         East    Units  Estimated Accuracy
 OE0674;SPC NY C     -   351,760.      351,610.      MT  (+/- 180 meters Scaled)
 OE0674
 OE0674                          SUPERSEDED SURVEY CONTROL
 OE0674
 OE0674  NGVD 29 (??/??/92)  132.19   (m)          433.7    (f) COMPUTED    1 2
 OE0674
 OE0674.Superseded values are not recommended for survey control.
 OE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0674.See file dsdata.txt to determine how the superseded data were derived.
 OE0674
 OE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN728786(NAD 83)
 OE0674_MARKER: Z = SEE DESCRIPTION
 OE0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0674_SP_SET: STONE COPING
 OE0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0674
 OE0674  HISTORY     - Date     Condition        Report By
 OE0674  HISTORY     - UNK      MONUMENTED       CGS
 OE0674  HISTORY     - 1931     GOOD             NGS
 OE0674
 OE0674                          STATION DESCRIPTION
 OE0674
 OE0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0674'IN ORISKANY.
 OE0674'AT ORISKANY AQUEDUCT OF ERIE CANAL.  ON SOUTHWEST CORNER OF STONE ON
 OE0674'WEST END OF COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0635 ***********************************************************************
 OE0635  DESIGNATION -  232.0
 OE0635  PID         -  OE0635
 OE0635  STATE/COUNTY-  NY/HERKIMER
 OE0635  USGS QUAD   -  ILION (1982)
 OE0635
 OE0635                         *CURRENT SURVEY CONTROL
 OE0635  ___________________________________________________________________
 OE0635* NAD 83(1986)-  43 04 33.     (N)    075 07 16.     (W)     SCALED    
 OE0635* NAVD 88     -       123.215  (meters)     404.25   (feet)  ADJUSTED  
 OE0635  ___________________________________________________________________
 OE0635  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 OE0635  DYNAMIC HT  -         123.182 (meters)     404.14  (feet)  COMP
 OE0635  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 OE0635
 OE0635  VERT ORDER  -  FIRST     CLASS II
 OE0635
 OE0635.The horizontal coordinates were scaled from a topographic map and have
 OE0635.an estimated accuracy of +/- 6 seconds.
 OE0635
 OE0635.The orthometric height was determined by differential leveling
 OE0635.and adjusted by the National Geodetic Survey in June 1991..
 OE0635
 OE0635.The geoid height was determined by GEOID03.
 OE0635
 OE0635.The dynamic height is computed by dividing the NAVD 88
 OE0635.geopotential number by the normal gravity value computed on the
 OE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0635.degrees latitude (g = 980.6199 gals.).
 OE0635
 OE0635.The modeled gravity was interpolated from observed gravity values.
 OE0635
 OE0635;                    North         East    Units  Estimated Accuracy
 OE0635;SPC NY E     -   471,280.       99,420.      MT  (+/- 180 meters Scaled)
 OE0635
 OE0635                          SUPERSEDED SURVEY CONTROL
 OE0635
 OE0635  NGVD 29 (??/??/92)  123.373  (m)          404.77   (f) ADJ UNCH    1 2
 OE0635
 OE0635.Superseded values are not recommended for survey control.
 OE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0635.See file dsdata.txt to determine how the superseded data were derived.
 OE0635
 OE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN901692(NAD 83)
 OE0635_MARKER: Q = CHISELED SQUARE
 OE0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0635_SP_SET: MILEPOST
 OE0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0635
 OE0635  HISTORY     - Date     Condition        Report By
 OE0635  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0635  HISTORY     - 1931     GOOD             NGS
 OE0635
 OE0635                          STATION DESCRIPTION
 OE0635
 OE0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0635'5.2 MI E FROM UTICA.
 OE0635'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y.232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0633 ***********************************************************************
 OE0633  DESIGNATION -  234.0
 OE0633  PID         -  OE0633
 OE0633  STATE/COUNTY-  NY/HERKIMER
 OE0633  USGS QUAD   -  UTICA EAST (1983)
 OE0633
 OE0633                         *CURRENT SURVEY CONTROL
 OE0633  ___________________________________________________________________
 OE0633* NAD 83(1986)-  43 05 14.     (N)    075 09 27.     (W)     SCALED    
 OE0633* NAVD 88     -       124.51   (+/-2cm)     408.5    (feet)  VERTCON   
 OE0633  ___________________________________________________________________
 OE0633  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 OE0633
 OE0633  VERT ORDER  -  ? (See Below)
 OE0633
 OE0633.The horizontal coordinates were scaled from a topographic map and have
 OE0633.an estimated accuracy of +/- 6 seconds.
 OE0633
 OE0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0633.The vertical order pertains to the NGVD 29 superseded value.
 OE0633
 OE0633.The geoid height was determined by GEOID03.
 OE0633
 OE0633;                    North         East    Units  Estimated Accuracy
 OE0633;SPC NY E     -   472,570.       96,470.      MT  (+/- 180 meters Scaled)
 OE0633
 OE0633                          SUPERSEDED SURVEY CONTROL
 OE0633
 OE0633  NGVD 29 (??/??/92)  124.667  (m)          409.01   (f) ADJ UNCH    ?  
 OE0633
 OE0633.Superseded values are not recommended for survey control.
 OE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0633.See file dsdata.txt to determine how the superseded data were derived.
 OE0633
 OE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN871705(NAD 83)
 OE0633_MARKER: Q = CHISELED SQUARE
 OE0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0633_SP_SET: MILEPOST
 OE0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0633
 OE0633  HISTORY     - Date     Condition        Report By
 OE0633  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0633  HISTORY     - 1931     GOOD             NGS
 OE0633
 OE0633                          STATION DESCRIPTION
 OE0633
 OE0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0633'3.2 MI E FROM UTICA.
 OE0633'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y.234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2435 ***********************************************************************
 MZ2435  DESIGNATION -  234=CAMPBELL
 MZ2435  PID         -  MZ2435
 MZ2435  STATE/COUNTY-  NY/ALBANY
 MZ2435  USGS QUAD   -  TROY SOUTH (1980)
 MZ2435
 MZ2435                         *CURRENT SURVEY CONTROL
 MZ2435  ___________________________________________________________________
 MZ2435* NAD 83(1996)-  42 42 10.73679(N)    073 44 20.39146(W)     ADJUSTED  
 MZ2435* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 MZ2435  ___________________________________________________________________
 MZ2435  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 MZ2435  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 MZ2435
 MZ2435  HORZ ORDER  -  THIRD
 MZ2435
 MZ2435.The horizontal coordinates were established by classical geodetic methods
 MZ2435.and adjusted by the National Geodetic Survey in January 1999..
 MZ2435
 MZ2435.The orthometric height was scaled from a topographic map.
 MZ2435
 MZ2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2435
 MZ2435.The geoid height was determined by GEOID03.
 MZ2435
 MZ2435;                    North         East     Units Scale Factor Converg.
 MZ2435;SPC NY E     -   429,960.412   212,344.837   MT  0.99994780   +0 30 58.1
 MZ2435;SPC NY E     - 1,410,628.45    696,668.02   sFT  0.99994780   +0 30 58.1
 MZ2435;UTM  18      - 4,728,603.190   603,276.591   MT  0.99973122   +0 51 19.0
 MZ2435
 MZ2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2435!SPC NY E     -   0.99998958  x   0.99994780  =   0.99993738
 MZ2435!UTM  18      -   0.99998958  x   0.99973122  =   0.99972080
 MZ2435
 MZ2435|---------------------------------------------------------------------|
 MZ2435| PID    Reference Object                     Distance      Geod. Az  |
 MZ2435|                                                           dddmmss.s |
 MZ2435| DA3193 CAMPBELL RM 1                        20.150 METERS 00407     |
 MZ2435| MZ2424 TROY APT FLASH GR AND WHITE         APPROX. 5.3 KM 0884632.2 |
 MZ2435| DA3192 CAMPBELL AZ MK                                     1871328.1 |
 MZ2435| DA3194 CAMPBELL RM 2                        15.536 METERS 24845     |
 MZ2435|---------------------------------------------------------------------|
 MZ2435
 MZ2435                          SUPERSEDED SURVEY CONTROL
 MZ2435
 MZ2435  NAD 83(1996)-  42 42 10.73928(N)    073 44 20.39239(W) AD(       ) 3
 MZ2435  NAD 83(1996)-  42 42 10.73955(N)    073 44 20.39245(W) AD(       ) 3
 MZ2435  NAD 83(1992)-  42 42 10.73980(N)    073 44 20.39219(W) AD(       ) 3
 MZ2435  NAD 83(1992)-  42 42 10.74003(N)    073 44 20.39228(W) AD(       ) 3
 MZ2435  NAD 83(1986)-  42 42 10.74033(N)    073 44 20.39164(W) AD(       ) 3
 MZ2435  NAD 27      -  42 42 10.45704(N)    073 44 21.95882(W) AD(       ) 3
 MZ2435
 MZ2435.Superseded values are not recommended for survey control.
 MZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2435.See file dsdata.txt to determine how the superseded data were derived.
 MZ2435
 MZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0327728603(NAD 83)
 MZ2435_MARKER: DD = SURVEY DISK
 MZ2435_SETTING: 0 = UNSPECIFIED SETTING
 MZ2435
 MZ2435  HISTORY     - Date     Condition        Report By
 MZ2435  HISTORY     - 1942     MONUMENTED       NYSS
 MZ2435  HISTORY     - 1965     MARK NOT FOUND   CGS
 MZ2435
 MZ2435                          STATION DESCRIPTION
 MZ2435
 MZ2435'DESCRIBED BY NEW YORK STATE SURVEY 1942 (KBJ)
 MZ2435'STATION IS LOCATED ABOUT 1.0 MILE E OF THE VILLAGE OF LOUDENVILLE ON
 MZ2435'U.S. HIGHWAY 9, IN THE WESTERN SIDE OF THE ALBANY RURAL
 MZ2435'CEMETERY.  THE MARK IS SET ON THE HIGHEST POINT OF A RIDGE W OF A
 MZ2435'SMALL SAND PIT.  THE DISK IS SET IN A DRILL HOLE AT THE TOP OF
 MZ2435'N.Y.S.S. CAMPBELL, MONUMENT NO. 234 WHICH IS FLUSH WITH THE
 MZ2435'SURFACE OF THE GROUND.  THE GRANITE MONUMENT WAS REINFORCED WITH
 MZ2435'CONCRETE BY THIS PARTY.  THE MARK IS 10 FEET E OF A SMALL
 MZ2435'TRIANGLE BLAZE IN AN 8-INCH PINE TREE AND 4.4 FEET W OF A
 MZ2435'REFERENCE POST.  THE DISK IS STAMPED CAMPBELL NYSS 1887-1942.
 MZ2435'
 MZ2435'REFERENCE MARK NO. 1 IS 66.11 FEET N OF THE STATION AND ABOUT
 MZ2435'2.0 FEET LOWER.  THE DISK IS STAMPED CAMPBELL NYSS NO 1 1942.
 MZ2435'
 MZ2435'REFERENCE MARK NO. 2 IS 50.97 FEET W OF THE STATION AND ABOUT 3.0
 MZ2435'FEET LOWER.  THE DISK IS STAMPED CAMPBELL NYSS NO 2 1942.
 MZ2435'
 MZ2435'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE S OF THE STATION
 MZ2435'IN THE NE CORNER OF THE DRIVEWAY INTO THE SPARGO GRANITE COMPANY
 MZ2435'36 FEET W OF THE CENTERLINE OF STATE HIGHWAY NO. 377 AND 12 FEET NW
 MZ2435'OF N.Y.P. LINE POLE NO. 61.  THE DISK IS STAMPED CAMPBELL NYSS
 MZ2435'1942.
 MZ2435'
 MZ2435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 MZ2435'STATE HIGHWAY 378 IN LOUDENVILLE, GO E ON STATE HIGHWAY 378 FOR 0.9
 MZ2435'MILE TO THE MAIN ENTRANCE GATE OF THE ALBANY RURAL CEMETERY ON THE
 MZ2435'LEFT AND THE JUNCTION OF STATE HIGHWAY 377 TO THE RIGHT*, TURN
 MZ2435'LEFT INTO THE CEMETERY AND FOLLOW THE MAIN DRIVE N FOR 0.3 MILE,
 MZ2435'TURN LEFT ACROSS THE LAWN TO AN OLD SAND PIT, FOLLOW AROUND THE
 MZ2435'SAND PIT ON THE S THEN SWING N ALONG THE W EDGE OF THE PIT TO THE
 MZ2435'HIGHEST GROUND AND THE STATION AS DESCRIBED.
 MZ2435'
 MZ2435'*TO REACH THE AZIMUTH FROM THIS JUNCTION GO S ON STATE HIGHWAY
 MZ2435'NO. 377 FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED ABOVE.
 MZ2435'
 MZ2435'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MZ2435
 MZ2435                          STATION RECOVERY (1965)
 MZ2435
 MZ2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DF)
 MZ2435'UNABLE TO LOCATE STATION OR EITHER REFERENCE MARK.  TWO MEN SEARCHED
 MZ2435'FOR THREE HOURS.  CONTACTED CEMETERY OFFICIALS AND FOUND THAT A
 MZ2435'LARGE AMOUNT OF SAND HAS BEEN REMOVED FROM TWO PITS IN THIS AREA.
 MZ2435'
 MZ2435'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0631 ***********************************************************************
 OE0631  DESIGNATION -  236.0
 OE0631  PID         -  OE0631
 OE0631  STATE/COUNTY-  NY/ONEIDA
 OE0631  USGS QUAD   -  UTICA EAST (1983)
 OE0631
 OE0631                         *CURRENT SURVEY CONTROL
 OE0631  ___________________________________________________________________
 OE0631* NAD 83(1986)-  43 05 43.     (N)    075 11 07.     (W)     SCALED    
 OE0631* NAVD 88     -       124.504  (meters)     408.48   (feet)  ADJUSTED  
 OE0631  ___________________________________________________________________
 OE0631  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 OE0631  DYNAMIC HT  -         124.471 (meters)     408.37  (feet)  COMP
 OE0631  MODELED GRAV-     980,357.6   (mgal)                       NAVD 88
 OE0631
 OE0631  VERT ORDER  -  FIRST     CLASS II
 OE0631
 OE0631.The horizontal coordinates were scaled from a topographic map and have
 OE0631.an estimated accuracy of +/- 6 seconds.
 OE0631
 OE0631.The orthometric height was determined by differential leveling
 OE0631.and adjusted by the National Geodetic Survey in June 1991..
 OE0631
 OE0631.The geoid height was determined by GEOID03.
 OE0631
 OE0631.The dynamic height is computed by dividing the NAVD 88
 OE0631.geopotential number by the normal gravity value computed on the
 OE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0631.degrees latitude (g = 980.6199 gals.).
 OE0631
 OE0631.The modeled gravity was interpolated from observed gravity values.
 OE0631
 OE0631;                    North         East    Units  Estimated Accuracy
 OE0631;SPC NY C     -   344,700.      363,820.      MT  (+/- 180 meters Scaled)
 OE0631
 OE0631                          SUPERSEDED SURVEY CONTROL
 OE0631
 OE0631  NGVD 29 (??/??/92)  124.658  (m)          408.98   (f) ADJ UNCH    1 2
 OE0631
 OE0631.Superseded values are not recommended for survey control.
 OE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0631.See file dsdata.txt to determine how the superseded data were derived.
 OE0631
 OE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN849714(NAD 83)
 OE0631_MARKER: Q = CHISELED SQUARE
 OE0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0631_SP_SET: MILEPOST
 OE0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0631
 OE0631  HISTORY     - Date     Condition        Report By
 OE0631  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0631  HISTORY     - 1931     GOOD             NGS
 OE0631  HISTORY     - 1975     MARK NOT FOUND   USGS
 OE0631  HISTORY     - 20000908 MARK NOT FOUND   NYDT
 OE0631
 OE0631                          STATION DESCRIPTION
 OE0631
 OE0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0631'1.2 MI E FROM UTICA.
 OE0631'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y.236.
 OE0631
 OE0631                          STATION RECOVERY (1975)
 OE0631
 OE0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OE0631'MARK NOT FOUND.
 OE0631
 OE0631                          STATION RECOVERY (2000)
 OE0631
 OE0631'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 OE0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0991 ***********************************************************************
 LX0991  DESIGNATION -  237
 LX0991  PID         -  LX0991
 LX0991  STATE/COUNTY-  NY/WESTCHESTER
 LX0991  USGS QUAD   -  WHITE PLAINS (1967)
 LX0991
 LX0991                         *CURRENT SURVEY CONTROL
 LX0991  ___________________________________________________________________
 LX0991* NAD 83(1986)-  41 03 16.     (N)    073 52 12.     (W)     SCALED    
 LX0991* NAVD 88     -         2.005  (meters)       6.58   (feet)  ADJUSTED  
 LX0991  ___________________________________________________________________
 LX0991  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX0991  DYNAMIC HT  -           2.004 (meters)       6.57  (feet)  COMP
 LX0991  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 LX0991
 LX0991  VERT ORDER  -  FIRST     CLASS II
 LX0991
 LX0991.The horizontal coordinates were scaled from a topographic map and have
 LX0991.an estimated accuracy of +/- 6 seconds.
 LX0991
 LX0991.The orthometric height was determined by differential leveling
 LX0991.and adjusted by the National Geodetic Survey in June 1991..
 LX0991
 LX0991.The geoid height was determined by GEOID03.
 LX0991
 LX0991.The dynamic height is computed by dividing the NAVD 88
 LX0991.geopotential number by the normal gravity value computed on the
 LX0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0991.degrees latitude (g = 980.6199 gals.).
 LX0991
 LX0991.The modeled gravity was interpolated from observed gravity values.
 LX0991
 LX0991;                    North         East    Units  Estimated Accuracy
 LX0991;SPC NY E     -   246,780.      202,960.      MT  (+/- 180 meters Scaled)
 LX0991
 LX0991                          SUPERSEDED SURVEY CONTROL
 LX0991
 LX0991  NGVD 29 (??/??/92)    2.31   (m)            7.6    (f) COMPUTED    1 2
 LX0991
 LX0991.Superseded values are not recommended for survey control.
 LX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0991.See file dsdata.txt to determine how the superseded data were derived.
 LX0991
 LX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL949454(NAD 83)
 LX0991_MARKER: B = BOLT
 LX0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0991_SP_SET: COLUMN BASE
 LX0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0991
 LX0991  HISTORY     - Date     Condition        Report By
 LX0991  HISTORY     - UNK      MONUMENTED       NYCRR
 LX0991  HISTORY     - 1955     MARK NOT FOUND   NGS
 LX0991
 LX0991                          STATION DESCRIPTION
 LX0991
 LX0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0991'1.6 MI S FROM TARRYTOWN.
 LX0991'1.6 MILES SOUTH ALONG THE HUDSON DIVISION OF THE NEW YORK CENTRAL
 LX0991'RAILROAD FROM THE STATION AT TARRYTOWN, WESTCHESTER COUNTY, 561
 LX0991'YARDS SOUTH OF MILEPOST 24, BETWEEN TRANSMISSION-LINE POLES
 LX0991'646 AND 647, AT THE NORTHWEST COLUMN OF AN OVERHEAD FOOT BRIDGE,
 LX0991'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE COLUMN,
 LX0991'15.1 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND 0.2 FOOT ABOVE
 LX0991'THE GROUND.  AN IRON BOLT.  NOTE-- THERE ARE IRON BOLTS HOLDING
 LX0991'PIER OF OVERPASS BUT NO SEPARATE IRON BOLT.  A CHISELED SQUARE
 LX0991'WAS FOUND IN ONE OF THE BASES BUT WAS PROBABLY NOT MARK.  SINCE
 LX0991'IT WAS KNOWN WHAT BOLT WAS LEVELED TO THE MARK WAS OMITTED FROM
 LX0991'LEVELING TO AVOID FURTHER CONFUSTION OF MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0189 ***********************************************************************
 LY0189  DESIGNATION -  237 USGS RESET 1935
 LY0189  PID         -  LY0189
 LY0189  STATE/COUNTY-  NY/ULSTER
 LY0189  USGS QUAD   -  CLINTONDALE (1957)
 LY0189
 LY0189                         *CURRENT SURVEY CONTROL
 LY0189  ___________________________________________________________________
 LY0189* NAD 83(1986)-  41 44 51.     (N)    074 05 20.     (W)     SCALED    
 LY0189* NAVD 88     -        71.572  (meters)     234.82   (feet)  ADJUSTED  
 LY0189  ___________________________________________________________________
 LY0189  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LY0189  DYNAMIC HT  -          71.545 (meters)     234.73  (feet)  COMP
 LY0189  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 LY0189
 LY0189  VERT ORDER  -  SECOND    CLASS 0
 LY0189
 LY0189.The horizontal coordinates were scaled from a topographic map and have
 LY0189.an estimated accuracy of +/- 6 seconds.
 LY0189
 LY0189.The orthometric height was determined by differential leveling
 LY0189.and adjusted by the National Geodetic Survey in June 1991..
 LY0189
 LY0189.The geoid height was determined by GEOID03.
 LY0189
 LY0189.The dynamic height is computed by dividing the NAVD 88
 LY0189.geopotential number by the normal gravity value computed on the
 LY0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0189.degrees latitude (g = 980.6199 gals.).
 LY0189
 LY0189.The modeled gravity was interpolated from observed gravity values.
 LY0189
 LY0189;                    North         East    Units  Estimated Accuracy
 LY0189;SPC NY E     -   323,640.      184,190.      MT  (+/- 180 meters Scaled)
 LY0189
 LY0189                          SUPERSEDED SURVEY CONTROL
 LY0189
 LY0189  NGVD 29 (??/??/92)   71.826  (m)          235.65   (f) ADJ UNCH    2 0
 LY0189
 LY0189.Superseded values are not recommended for survey control.
 LY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0189.See file dsdata.txt to determine how the superseded data were derived.
 LY0189
 LY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM757221(NAD 83)
 LY0189_MARKER: DD = SURVEY DISK
 LY0189_SETTING: 0 = UNSPECIFIED SETTING
 LY0189_STAMPING: ALBANY 1903 237
 LY0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0189
 LY0189  HISTORY     - Date     Condition        Report By
 LY0189  HISTORY     - 1935     MONUMENTED       USGS
 LY0189  HISTORY     - 1942     GOOD             NGS
 LY0189  HISTORY     - 1987     GOOD             USPSQD
 LY0189  HISTORY     - 1990     GOOD             USPSQD
 LY0189  HISTORY     - 19950727 GOOD             USPSQD
 LY0189  HISTORY     - 19970329 GOOD             USPSQD
 LY0189
 LY0189                          STATION DESCRIPTION
 LY0189
 LY0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0189'AT NEW PALTZ.
 LY0189'AT NEW PALTZ, ULSTER COUNTY, SET VERTICALLY IN THE SOUTH END
 LY0189'OF THE WEST FACE OF THE NEW PALTZ SAVINGS BANK, 15 INCHES HIGHER
 LY0189'THAN THE SIDEWALK AND IS A STANDARD U.S. GEOLOGICAL SURVEY DISK.
 LY0189'NOTE-- THIS DISK REPLACES THE ORIGINAL DISK SET IN 1903.  WHEN
 LY0189'THE BANK BUILDING WAS REBUILT THE ORIGINAL TABLET WHICH WAS
 LY0189'STAMPED ALBANY 1903 237 WAS DESTROYED AND A NEW DISK WAS SET IN
 LY0189'ITS PLACE.  THIS NEW DISK IS NOT STAMPED.
 LY0189
 LY0189                          STATION RECOVERY (1987)
 LY0189
 LY0189'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY0189'RECOVERED IN GOOD CONDITION.
 LY0189
 LY0189                          STATION RECOVERY (1990)
 LY0189
 LY0189'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 LY0189'RECOVERED IN GOOD CONDITION.
 LY0189
 LY0189                          STATION RECOVERY (1995)
 LY0189
 LY0189'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0189'RECOVERED IN GOOD CONDITION.
 LY0189
 LY0189                          STATION RECOVERY (1997)
 LY0189
 LY0189'RECOVERY NOTE BY US POWER SQUADRON 1997
 LY0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2412 ***********************************************************************
 MZ2412  DESIGNATION -  239=LANSING
 MZ2412  PID         -  MZ2412
 MZ2412  STATE/COUNTY-  NY/ALBANY
 MZ2412  USGS QUAD   -  TROY SOUTH (1980)
 MZ2412
 MZ2412                         *CURRENT SURVEY CONTROL
 MZ2412  ___________________________________________________________________
 MZ2412* NAD 83(1996)-  42 44 12.71162(N)    073 42 57.07720(W)     ADJUSTED  
 MZ2412* NAVD 88     -        59.7    (meters)     196.     (feet)  VERTCON   
 MZ2412  ___________________________________________________________________
 MZ2412  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 MZ2412  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 MZ2412
 MZ2412  HORZ ORDER  -  SECOND
 MZ2412
 MZ2412.The horizontal coordinates were established by classical geodetic methods
 MZ2412.and adjusted by the National Geodetic Survey in January 1999..
 MZ2412
 MZ2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2412
 MZ2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2412
 MZ2412.The geoid height was determined by GEOID03.
 MZ2412
 MZ2412;                    North         East     Units Scale Factor Converg.
 MZ2412;SPC NY E     -   433,741.252   214,205.871   MT  0.99995070   +0 31 55.8
 MZ2412;SPC NY E     - 1,423,032.76    702,773.76   sFT  0.99995070   +0 31 55.8
 MZ2412;UTM  18      - 4,732,394.165   605,114.808   MT  0.99973593   +0 52 17.6
 MZ2412
 MZ2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2412!SPC NY E     -   0.99999555  x   0.99995070  =   0.99994625
 MZ2412!UTM  18      -   0.99999555  x   0.99973593  =   0.99973148
 MZ2412
 MZ2412|---------------------------------------------------------------------|
 MZ2412| PID    Reference Object                     Distance      Geod. Az  |
 MZ2412|                                                           dddmmss.s |
 MZ2412| DA2771 LANSING RM 3                                       08925     |
 MZ2412| DA2768 LANSING AZ MK                                      1651657.5 |
 MZ2412| DA2770 LANSING RM 2                         24.210 METERS 27937     |
 MZ2412| DA2769 LANSING RM 1                         21.088 METERS 34525     |
 MZ2412|---------------------------------------------------------------------|
 MZ2412
 MZ2412                          SUPERSEDED SURVEY CONTROL
 MZ2412
 MZ2412  NAD 83(1996)-  42 44 12.71413(N)    073 42 57.07803(W) AD(       ) 2
 MZ2412  NAD 83(1996)-  42 44 12.71444(N)    073 42 57.07810(W) AD(       ) 2
 MZ2412  NAD 83(1992)-  42 44 12.71470(N)    073 42 57.07786(W) AD(       ) 2
 MZ2412  NAD 83(1992)-  42 44 12.71493(N)    073 42 57.07797(W) AD(       ) 2
 MZ2412  NAD 83(1986)-  42 44 12.71526(N)    073 42 57.07733(W) AD(       ) 2
 MZ2412  NAD 27      -  42 44 12.43272(N)    073 42 58.64958(W) AD(       ) 2
 MZ2412  NGVD 29 (07/19/86)   59.9    (m)          197.     (f) VERT ANG       
 MZ2412
 MZ2412.Superseded values are not recommended for survey control.
 MZ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2412.See file dsdata.txt to determine how the superseded data were derived.
 MZ2412
 MZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0511532394(NAD 83)
 MZ2412_MARKER: DD = SURVEY DISK
 MZ2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2412_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MZ2412
 MZ2412  HISTORY     - Date     Condition        Report By
 MZ2412  HISTORY     - 1942     MONUMENTED       NYSS
 MZ2412  HISTORY     - 1969     GOOD             CGS
 MZ2412  HISTORY     - 1975     GOOD             NGS
 MZ2412  HISTORY     - 1979     GOOD             NGS
 MZ2412
 MZ2412                          STATION DESCRIPTION
 MZ2412
 MZ2412'DESCRIBED BY NEW YORK STATE SURVEY 1942 (KBJ)
 MZ2412'STATION IS IDENTICAL WITH N.Y.S.S. NO. 239 AND LOCATED IN THE
 MZ2412'W EDGE OF WATERVLIET ON THE HIGHEST HILL JUST W OF A GRAVEL PIT
 MZ2412'AND ON PROPERTY KNOWN AS THE OLD BURDENS ESTATE.  IT IS AN 8X8
 MZ2412'INCH GRANITE POST STAMPED ON THE SIDES N.Y.S.S. 239.  A DISK
 MZ2412'PLACED IN THE CENTER BY THIS PARTY IS STAMPED LANSING N.Y.S.S. 1942.
 MZ2412'
 MZ2412'REFERENCE MARK NO. 1 IS 69.19 FEET N OF THE STATION.  THE DISK
 MZ2412'IS STAMPED LANSING NO. 1 1942.
 MZ2412'
 MZ2412'REFERENCE MARK NO. 2 IS 79.43 FEET WNW OF THE STATION.  THE
 MZ2412'DISK IS STAMPED LANSING NO. 2 1942.
 MZ2412'
 MZ2412'AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION, 4.0 FEET S OF
 MZ2412'THE E END OF THE SIDEWALK OF THE WATERVLIET HIGH SCHOOL, 125
 MZ2412'FEET W OF THE CENTER OF THE ROAD, 3.2 FEET W OF A REFERENCE POST
 MZ2412'AND ABOUT 330 FEET E OF THE ENTRANCE OF THE SCHOOL.  THE DISK
 MZ2412'IS STAMPED LANSING 1942.
 MZ2412'
 MZ2412'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND
 MZ2412'N.Y. ROUTE 7, JUST N OF ALBANY, GO E ON N.Y. ROUTE 7 FOR 2.4
 MZ2412'MILES TO A DIRT T ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO OLD
 MZ2412'YELLOW HOUSE, PASS TO THE LEFT OF THE HOUSE AND GO E THROUGH
 MZ2412'FIELD TO RIDGE AT THE W EDGE OF GRAVEL PIT AND STATION.
 MZ2412'
 MZ2412'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE E ON ROUTE 7,
 MZ2412'0.35 MILE TO CROSSROADS AND STOP LIGHT, TURN RIGHT AND STRAIGHT
 MZ2412'AHEAD 0.2 MILE TO FRONT ENTRANCE OF THE SCHOOL, TURN RIGHT AND
 MZ2412'GO 125 FEET TO SCHOOL SIDEWALK AND AZIMUTH MARK.
 MZ2412'
 MZ2412'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MZ2412
 MZ2412                          STATION RECOVERY (1969)
 MZ2412
 MZ2412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2412'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 MZ2412'CONDITION.  DISTANCE TO THE REFERENCE MARKS WAS CHECKED AND FOUND
 MZ2412'TO BE CORRECT.
 MZ2412'
 MZ2412'STATION IS LOCATED ON THE EAST RIM OF A FLAT HILL, ABOUT 900
 MZ2412'FEET NORTH OF STATE HIGHWAY 7, 650 FEET EAST-SOUTHEAST OF A
 MZ2412'HIGH-TENSION LINE, AND 700 FEET WEST OF BOOTH RD., ON THE
 MZ2412'EASTERNMOST POINT OF THE HILL.
 MZ2412'
 MZ2412'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND STATE
 MZ2412'HIGHWAY 7 IN LATHAM, GO EAST ON STATE HIGHWAY 7 FOR 2.0 MILES.  TURN
 MZ2412'LEFT ON WESTERN AVE. AND GO 0.25 MILE TO THE END OF STREET.  GO
 MZ2412'RIGHT ON TRACK ROAD FOR 0.1 MILE.  TURN RIGHT AND GO SOUTHEAST,
 MZ2412'CROSS-COUNTRY, FOR 0.2 MILE TO HIGH-TENSION LINE.  FOLLOW TRACK
 MZ2412'ROAD SOUTHEAST 0.15 MILE TO STATION.
 MZ2412'
 MZ2412'STATION MARK IS A STANDARD DISK STAMPED LANSING 1942, SET IN
 MZ2412'THE TOP OF A 6-INCH-SQUARE, GRANITE POST PROJECTING 10 INCHES
 MZ2412'FROM GROUND.  THE LETTERS NYSS ARE CARVED INTO THE SIDES OF THE
 MZ2412'POST.  STATION IS 30 FEET WEST OF EDGE OF HILL AND 100 FEET
 MZ2412'NORTHEAST OF A SMALL RAVINE.
 MZ2412'
 MZ2412'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LANSING NO
 MZ2412'1 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 MZ2412'PROJECTING 4 INCHES FROM GROUND.  IT IS 16 FEET NORTHEAST OF
 MZ2412'CENTER LINE OF ROAD.
 MZ2412'
 MZ2412'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LANSING
 MZ2412'NO 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 MZ2412'MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS SET ON
 MZ2412'NORTHEAST SLOPE OF RAVINE.
 MZ2412'
 MZ2412'AZIMUTH MARK IS A STANDARD DISK STAMPED LANSING 1942, SET IN
 MZ2412'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3
 MZ2412'INCHES FROM GROUND.  LOCATED ALONG THE SOUTH SIDE OF THE WIDE,
 MZ2412'CONCRETE SIDEWALK THAT RUNS WEST FROM 12TH AVE. FOR 600 FEET
 MZ2412'TO THE MAIN, EAST ENTRANCE OF THE WATERVLEIT HIGH SCHOOL.  125
 MZ2412'FEET WEST OF CENTER LINE OF 12TH AVE., 4 FEET SOUTH OF A
 MZ2412'YELLOW, CONCRETE POST AND 4 FEET SOUTH OF EDGE OF SIDEWALK.
 MZ2412'
 MZ2412'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 7
 MZ2412'AND WESTERN AVE., GO EAST ON STATE HIGHWAY 7 FOR 0.5 MILE TO
 MZ2412'TRAFFIC LIGHT.  TURN RIGHT AND GO SOUTH ON 12TH AVE. FOR 0.2
 MZ2412'MILE TO THE WIDE SIDEWALK ON RIGHT, AND AZIMUTH MARK 125 FEET
 MZ2412'TO WEST.
 MZ2412'
 MZ2412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2412'1-1/2 MILES EAST-NORTHEAST OF TROY.
 MZ2412
 MZ2412                          STATION RECOVERY (1975)
 MZ2412
 MZ2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MZ2412'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 MZ2412'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  A
 MZ2412'NEWLY CONSTRUCTED APARTMENT HOUSES ARE SW IN DIRECTION FROM THE
 MZ2412'STATION.
 MZ2412
 MZ2412                          STATION RECOVERY (1979)
 MZ2412
 MZ2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MZ2412'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 MZ2412'CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  THIS
 MZ2412'AREA WHERE RM 2 SHOULD BE HAS BEEN GRADED AND FILLED.  A NEW REFERENCE
 MZ2412'MARK WAS SET.
 MZ2412'
 MZ2412'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES 9 AND 7 IN
 MZ2412'LATHAM (KNOWN AS THE LATHAM CIRCLE) GO EAST ON ROUTE 7 FOR 2.5 MILES
 MZ2412'AND TURN LEFT INTO THE FENIMORE TRACE APARTMENT COMPLEX.  GO NORTH
 MZ2412'THEN WEST FOR 0.1 MILE TO THE OFFICE BUILDING ON THE RIGHT.  PARK
 MZ2412'HERE AND HIKE NORTH UP AN EMBANKMENT AND AN OPEN FIELD FOR ABOUT 150
 MZ2412'YARDS TO THE STATION.
 MZ2412'
 MZ2412'THE STATION MARK IS A STANDARD DISK STAMPED---LANSING NYSS 1942---SET
 MZ2412'IN A DRILL HOLE IN THE TOP OF A 6 INCH SQUARE GRANITE MONUMENT
 MZ2412'WHICH PROJECTS 10 INCHES ABOVE GROUND.  THE GRANITE MONUMENT HAS BEEN
 MZ2412'REINFORCED BY A 14 IN SQUARE CONCRETE MONUMENT (I.E. GRANITE IS
 MZ2412'PROTRUDING FROM CONCRETE).  TWO METAL REBARS WERE DRIVEN IN
 MZ2412'ADJACENT TO THE MONUMENT.  THE STATION IS AT THE EDGE OF A BRUSH LINE
 MZ2412'AND 2.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 MZ2412'
 MZ2412'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MZ2412'SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE GROUND, AT THE EDGE OF THE
 MZ2412'BRUSH (OPEN FIELD TO WEST) AND 68.0 FEET NORTH OF THE METAL WITNESS
 MZ2412'SIGN.  THE MARK IS STAMPED---LANSING NO 1 1942---AND A METAL REBAR WAS
 MZ2412'DRIVEN IN ADJACENT TO THE MONUMENT.
 MZ2412'
 MZ2412'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---LANSING NYSS NO 3
 MZ2412'1979---SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT WITH AN
 MZ2412'IMBEDDED REBAR SET 2 INCHES BELOW GROUND.  IT IS 1.5 FEET LOWER THAN
 MZ2412'THE STATION AND 31.5 FEET EAST OF THE METAL WITNESS POST.
 MZ2412'
 MZ2412'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT IS NOT VISIBLE
 MZ2412'FROM THE STATION BECAUSE OF TREES.  TO REACH THE AZIMUTH MARK FROM
 MZ2412'THE ENTRANCE TO THE FENIMORE TRACE APARTMENTS GO EAST ON ROUTE 7
 MZ2412'TO 12TH AVENUE.  TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO A WIDE
 MZ2412'SIDEWALK ON THE RIGHT LEADING TO THE WATERVLIET HIGH SCHOOL.  THE
 MZ2412'AZIMUTH MARK IS 13.0 FEET SOUTH SOUTHEAST OF THE CENTER OF A MANHOLE,
 MZ2412'4.2 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK AND 1.5 FEET EAST OF
 MZ2412'A CHAIN LINK FENCE SURROUNDING THE SCHOOL PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1184 ***********************************************************************
 PH1184  DESIGNATION -  24
 PH1184  PID         -  PH1184
 PH1184  STATE/COUNTY-  NY/ST LAWRENCE
 PH1184  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1184
 PH1184                         *CURRENT SURVEY CONTROL
 PH1184  ___________________________________________________________________
 PH1184* NAD 83(1986)-  44 26 21.     (N)    075 45 37.     (W)     SCALED    
 PH1184* NAVD 88     -        88.404  (meters)     290.04   (feet)  ADJUSTED  
 PH1184  ___________________________________________________________________
 PH1184  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 PH1184  DYNAMIC HT  -          88.396 (meters)     290.01  (feet)  COMP
 PH1184  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 PH1184
 PH1184  VERT ORDER  -  FIRST     CLASS 0
 PH1184
 PH1184.The horizontal coordinates were scaled from a topographic map and have
 PH1184.an estimated accuracy of +/- 6 seconds.
 PH1184
 PH1184.The orthometric height was determined by differential leveling
 PH1184.and adjusted by the National Geodetic Survey in June 1991..
 PH1184
 PH1184.The geoid height was determined by GEOID03.
 PH1184
 PH1184.The dynamic height is computed by dividing the NAVD 88
 PH1184.geopotential number by the normal gravity value computed on the
 PH1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1184.degrees latitude (g = 980.6199 gals.).
 PH1184
 PH1184.The modeled gravity was interpolated from observed gravity values.
 PH1184
 PH1184;                    North         East    Units  Estimated Accuracy
 PH1184;SPC NY E     -   623,330.       49,680.      MT  (+/- 180 meters Scaled)
 PH1184
 PH1184                          SUPERSEDED SURVEY CONTROL
 PH1184
 PH1184  NGVD 29 (??/??/92)   88.533  (m)          290.46   (f) ADJ UNCH    1 0
 PH1184
 PH1184.Superseded values are not recommended for survey control.
 PH1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1184.See file dsdata.txt to determine how the superseded data were derived.
 PH1184
 PH1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ394209(NAD 83)
 PH1184_MARKER: B = BOLT
 PH1184_SETTING: 66 = SET IN ROCK OUTCROP
 PH1184_SP_SET: BEDROCK
 PH1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1184+STABILITY: POSITION/ELEVATION WELL
 PH1184
 PH1184  HISTORY     - Date     Condition        Report By
 PH1184  HISTORY     - UNK      MONUMENTED       USLS
 PH1184  HISTORY     - 1969     GOOD             USLS
 PH1184
 PH1184                          STATION DESCRIPTION
 PH1184
 PH1184'DESCRIBED BY US LAKE SURVEY 1969
 PH1184'IN CHIPPEWA BAY.
 PH1184'IS AT CHIPPEWA BAY, ST. LAWRENCE COUNTY, NEW YORK, APPROXIMATELY 0.3
 PH1184'MILES UPRIVER FROM THE FORMER STONE SCHOOLHOUSE IN CHIPPEWA BAY, ON
 PH1184'RIVER SIDE OF WEBSTER ROAD, ON PROPERTY OF W. G. WILKES, 135 FEET
 PH1184'UPRIVER FROM NORTHWEST CORNER OF A GREY ASPHALT SIDED FRAME DWELLING,
 PH1184'47.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL SHED, 2.9 FEET
 PH1184'EASTERLY OF A 3/4-INCH ROUND BENT IRON BOLT SET INTO EXPOSED BEDROCK,
 PH1184'2.7 FEET FROM END OF AN ARROW CUT IN THE ROCK, BEING HIGHEST POINT ON
 PH1184'TOP OF 1/4-INCH BRASS BOLT SET INTO THE BEDROCK, WITH THE LETTERS PBM
 PH1184'US 24 CUT AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0053 ***********************************************************************
 NA0053  DESIGNATION -  24 A
 NA0053  PID         -  NA0053
 NA0053  STATE/COUNTY-  NY/MONTGOMERY
 NA0053  USGS QUAD   -  AMSTERDAM (1980)
 NA0053
 NA0053                         *CURRENT SURVEY CONTROL
 NA0053  ___________________________________________________________________
 NA0053* NAD 83(1986)-  42 57 10.     (N)    074 14 17.     (W)     SCALED    
 NA0053* NAVD 88     -        85.070  (meters)     279.10   (feet)  ADJUSTED  
 NA0053  ___________________________________________________________________
 NA0053  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NA0053  DYNAMIC HT  -          85.047 (meters)     279.02  (feet)  COMP
 NA0053  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 NA0053
 NA0053  VERT ORDER  -  FIRST     CLASS II
 NA0053
 NA0053.The horizontal coordinates were scaled from a topographic map and have
 NA0053.an estimated accuracy of +/- 6 seconds.
 NA0053
 NA0053.The orthometric height was determined by differential leveling
 NA0053.and adjusted by the National Geodetic Survey in June 1991..
 NA0053
 NA0053.The geoid height was determined by GEOID03.
 NA0053
 NA0053.The dynamic height is computed by dividing the NAVD 88
 NA0053.geopotential number by the normal gravity value computed on the
 NA0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0053.degrees latitude (g = 980.6199 gals.).
 NA0053
 NA0053.The modeled gravity was interpolated from observed gravity values.
 NA0053
 NA0053;                    North         East    Units  Estimated Accuracy
 NA0053;SPC NY E     -   457,460.      171,370.      MT  (+/- 180 meters Scaled)
 NA0053
 NA0053                          SUPERSEDED SURVEY CONTROL
 NA0053
 NA0053  NGVD 29 (??/??/92)   85.226  (m)          279.61   (f) ADJ UNCH    1 2
 NA0053
 NA0053.Superseded values are not recommended for survey control.
 NA0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0053.See file dsdata.txt to determine how the superseded data were derived.
 NA0053
 NA0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN621558(NAD 83)
 NA0053_MARKER: B = BOLT
 NA0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0053_SP_SET: WALL
 NA0053_STAMPING: 24 A 1875
 NA0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0053
 NA0053  HISTORY     - Date     Condition        Report By
 NA0053  HISTORY     - UNK      MONUMENTED       USLS
 NA0053  HISTORY     - 19970917 POOR             USPSQD
 NA0053
 NA0053                          STATION DESCRIPTION
 NA0053
 NA0053'DESCRIBED BY US LAKE SURVEY UNK
 NA0053'AT FORT JOHNSON.
 NA0053'ACROSS THE MOHAWK RIVER FROM FORT JOHNSON, MONTGOMERY COUNTY, IN
 NA0053'FRONT OF MR. JIM COONS FARM, ON THE REMAINS OF OLD ERIE CANAL LOCK
 NA0053'NO. 28, IN THE SPACE BETWEEN THE TWO LOCKS, ON THE EAST WALL, AND IN
 NA0053'TOP OF THE COPING.  THE TOP OF AN IRON BOLT, MARKED WITH A CROSS.
 NA0053
 NA0053                          STATION RECOVERY (1997)
 NA0053
 NA0053'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA0053'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0370 ***********************************************************************
 OD0370  DESIGNATION -  24 DHRR
 OD0370  PID         -  OD0370
 OD0370  STATE/COUNTY-  NY/WASHINGTON
 OD0370  USGS QUAD   -  TICONDEROGA (1950)
 OD0370
 OD0370                         *CURRENT SURVEY CONTROL
 OD0370  ___________________________________________________________________
 OD0370* NAD 83(1986)-  43 48 01.     (N)    073 22 47.     (W)     SCALED    
 OD0370* NAVD 88     -        37.063  (meters)     121.60   (feet)  POSTED    
 OD0370  ___________________________________________________________________
 OD0370  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 OD0370  DYNAMIC HT  -          37.060 (meters)     121.59  (feet)  COMP
 OD0370  MODELED GRAV-     980,455.5   (mgal)                       NAVD 88
 OD0370
 OD0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OD0370
 OD0370.The horizontal coordinates were scaled from a topographic map and have
 OD0370.an estimated accuracy of +/- 6 seconds.
 OD0370
 OD0370.The orthometric height was determined by differential leveling
 OD0370.and adjusted by the National Geodetic Survey in 1992..
 OD0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OD0370.rate of 0.0 thru 1.0 mm/km.
 OD0370
 OD0370.The geoid height was determined by GEOID03.
 OD0370
 OD0370.The dynamic height is computed by dividing the NAVD 88
 OD0370.geopotential number by the normal gravity value computed on the
 OD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0370.degrees latitude (g = 980.6199 gals.).
 OD0370
 OD0370.The modeled gravity was interpolated from observed gravity values.
 OD0370
 OD0370;                    North         East    Units  Estimated Accuracy
 OD0370;SPC NY E     -   552,180.      240,150.      MT  (+/- 180 meters Scaled)
 OD0370
 OD0370                          SUPERSEDED SURVEY CONTROL
 OD0370
 OD0370.No superseded survey control is available for this station.
 OD0370
 OD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP303509(NAD 83)
 OD0370_MARKER: B = BOLT
 OD0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0370_SP_SET: FOUNDATION
 OD0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0370
 OD0370  HISTORY     - Date     Condition        Report By
 OD0370  HISTORY     - UNK      MONUMENTED       DHRR
 OD0370  HISTORY     - 1955     GOOD             NGS
 OD0370
 OD0370                          STATION DESCRIPTION
 OD0370
 OD0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0370'0.15 MI S FROM WRIGHT.
 OD0370'ABOUT 0.15 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0370'STATION AT WRIGHTS, WASHINGTON COUNTY, AT THE SOUTH END OF A DEEP ROCK
 OD0370'CUT, AT A ROAD CROSSING, AT SIGNAL 97.1, AND AT THE NORTHWEST CORNER
 OD0370'OF THE FOUNDATION.  THE NORTHWEST ANCHOR BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2083 ***********************************************************************
 NB2083  DESIGNATION -  24 EOM 1950 271
 NB2083  PID         -  NB2083
 NB2083  STATE/COUNTY-  NY/MONROE
 NB2083  USGS QUAD   -  LE ROY (1976)
 NB2083
 NB2083                         *CURRENT SURVEY CONTROL
 NB2083  ___________________________________________________________________
 NB2083* NAD 83(1996)-  42 59 42.10954(N)    077 53 29.84346(W)     ADJUSTED  
 NB2083* NAVD 88     -       219.48   (+/-2cm)     720.1    (feet)  VERTCON   
 NB2083  ___________________________________________________________________
 NB2083  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NB2083  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NB2083
 NB2083  HORZ ORDER  -  SECOND
 NB2083  VERT ORDER  -  THIRD ? (See Below)
 NB2083
 NB2083.The horizontal coordinates were established by classical geodetic methods
 NB2083.and adjusted by the National Geodetic Survey in January 1999..
 NB2083
 NB2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2083.The vertical order pertains to the NGVD 29 superseded value.
 NB2083
 NB2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2083
 NB2083.The geoid height was determined by GEOID03.
 NB2083
 NB2083;                    North         East     Units Scale Factor Converg.
 NB2083;SPC NY W     -   332,850.166   406,403.833   MT  0.99997662   +0 28 18.2
 NB2083;SPC NY W     - 1,092,025.92  1,333,343.24   sFT  0.99997662   +0 28 18.2
 NB2083;UTM  18      - 4,764,320.971   264,282.414   MT  1.00028359   -1 58 22.1
 NB2083
 NB2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2083!SPC NY W     -   0.99997102  x   0.99997662  =   0.99994764
 NB2083!UTM  18      -   0.99997102  x   1.00028359  =   1.00025460
 NB2083
 NB2083                          SUPERSEDED SURVEY CONTROL
 NB2083
 NB2083  NAD 83(1986)-  42 59 42.11642(N)    077 53 29.84107(W) AD(       ) 2
 NB2083  NAD 27      -  42 59 41.89415(N)    077 53 30.80661(W) AD(       ) 2
 NB2083  NGVD 29 (07/19/86)  219.65   (m)          720.6    (f) LEVELING    3  
 NB2083
 NB2083.Superseded values are not recommended for survey control.
 NB2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2083.See file dsdata.txt to determine how the superseded data were derived.
 NB2083
 NB2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6428264321(NAD 83)
 NB2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2083
 NB2083  HISTORY     - Date     Condition        Report By
 NB2083  HISTORY     - 1950     MONUMENTED       CGS
 NB2083  HISTORY     - 1977     GOOD             NY-055
 NB2083
 NB2083                          STATION DESCRIPTION
 NB2083
 NB2083'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2083'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NB2083'IN THE TOWN OF WHEATLAND AT THE INTERSECTION OF FLINTHILL RD AND LIME
 NB2083'ROCK RD. 24.6 FT S OF CL FLINT HILL RD AND 26.0 FT NW OF CL LIME ROCK
 NB2083'RD, 9.8 FT W OF UTILITY POLE 201 RTC 47, 28.0 FT E OF CL GRAVEL CROSS
 NB2083'OVER.  STATION IS A STANDARD TABLET STAMPED---24 EOM 1950 721---AND IS
 NB2083'0.1 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0759 ***********************************************************************
 KU0759  DESIGNATION -  24 USE
 KU0759  PID         -  KU0759
 KU0759  STATE/COUNTY-  NY/SUFFOLK
 KU0759  USGS QUAD   -  PATCHOGUE (1967)
 KU0759
 KU0759                         *CURRENT SURVEY CONTROL
 KU0759  ___________________________________________________________________
 KU0759* NAD 83(1986)-  40 45 10.     (N)    073 00 46.     (W)     SCALED    
 KU0759* NAVD 88     -         2.012  (meters)       6.60   (feet)  ADJUSTED  
 KU0759  ___________________________________________________________________
 KU0759  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU0759  DYNAMIC HT  -           2.011 (meters)       6.60  (feet)  COMP
 KU0759  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 KU0759
 KU0759  VERT ORDER  -  SECOND    CLASS 0
 KU0759
 KU0759.The horizontal coordinates were scaled from a topographic map and have
 KU0759.an estimated accuracy of +/- 6 seconds.
 KU0759
 KU0759.The orthometric height was determined by differential leveling
 KU0759.and adjusted by the National Geodetic Survey in June 1991..
 KU0759
 KU0759.The geoid height was determined by GEOID03.
 KU0759
 KU0759.The dynamic height is computed by dividing the NAVD 88
 KU0759.geopotential number by the normal gravity value computed on the
 KU0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0759.degrees latitude (g = 980.6199 gals.).
 KU0759
 KU0759.The modeled gravity was interpolated from observed gravity values.
 KU0759
 KU0759;                    North         East    Units  Estimated Accuracy
 KU0759;SPC NY L     -    65,560.      383,370.      MT  (+/- 180 meters Scaled)
 KU0759
 KU0759                          SUPERSEDED SURVEY CONTROL
 KU0759
 KU0759  NGVD 29 (??/??/92)    2.333  (m)            7.65   (f) ADJ UNCH    2 0
 KU0759
 KU0759.Superseded values are not recommended for survey control.
 KU0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0759.See file dsdata.txt to determine how the superseded data were derived.
 KU0759
 KU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL677132(NAD 83)
 KU0759_MARKER: X = CHISELED CROSS
 KU0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0759_SP_SET: FIRE HYDRANT
 KU0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0759
 KU0759  HISTORY     - Date     Condition        Report By
 KU0759  HISTORY     - UNK      MONUMENTED       DOD
 KU0759  HISTORY     - 1950     GOOD             NGS
 KU0759
 KU0759                          STATION DESCRIPTION
 KU0759
 KU0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0759'AT PATCHOGUE.
 KU0759'AT PATCHOGUE, SUFFOLK COUNTY, SIX BLOCKS SOUTH OF THE LONG ISLAND
 KU0759'RAILROAD STATION, 60 FEET NORTH OF THE HOUSE AT NO. 279 CEDAR
 KU0759'AVENUE, 20 FEET NORTH OF A POLE MARKED PEL 699 NYT 36, AT A
 KU0759'FIRE HYDRANT, ON THE TOP OF A NUT (INDICATED BY AN ARROW) ON THE
 KU0759'UPPER RIM OF THE HYDRANT, AND 29 INCHES ABOVE THE GROUND.  A
 KU0759'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0994 ***********************************************************************
 LX0994  DESIGNATION -  240 1/2
 LX0994  PID         -  LX0994
 LX0994  STATE/COUNTY-  NY/WESTCHESTER
 LX0994  USGS QUAD   -  WHITE PLAINS (1967)
 LX0994
 LX0994                         *CURRENT SURVEY CONTROL
 LX0994  ___________________________________________________________________
 LX0994* NAD 83(1986)-  41 03 34.     (N)    073 52 08.     (W)     SCALED    
 LX0994* NAVD 88     -         2.525  (meters)       8.28   (feet)  ADJUSTED  
 LX0994  ___________________________________________________________________
 LX0994  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LX0994  DYNAMIC HT  -           2.524 (meters)       8.28  (feet)  COMP
 LX0994  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 LX0994
 LX0994  VERT ORDER  -  FIRST     CLASS II
 LX0994
 LX0994.The horizontal coordinates were scaled from a topographic map and have
 LX0994.an estimated accuracy of +/- 6 seconds.
 LX0994
 LX0994.The orthometric height was determined by differential leveling
 LX0994.and adjusted by the National Geodetic Survey in June 1991..
 LX0994
 LX0994.The geoid height was determined by GEOID03.
 LX0994
 LX0994.The dynamic height is computed by dividing the NAVD 88
 LX0994.geopotential number by the normal gravity value computed on the
 LX0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0994.degrees latitude (g = 980.6199 gals.).
 LX0994
 LX0994.The modeled gravity was interpolated from observed gravity values.
 LX0994
 LX0994;                    North         East    Units  Estimated Accuracy
 LX0994;SPC NY E     -   247,340.      203,050.      MT  (+/- 180 meters Scaled)
 LX0994
 LX0994                          SUPERSEDED SURVEY CONTROL
 LX0994
 LX0994  NGVD 29 (??/??/92)    2.824  (m)            9.27   (f) ADJ UNCH    1 2
 LX0994
 LX0994.Superseded values are not recommended for survey control.
 LX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0994.See file dsdata.txt to determine how the superseded data were derived.
 LX0994
 LX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL950459(NAD 83)
 LX0994_MARKER: B = BOLT
 LX0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0994_SP_SET: STONE RETAINING WALL
 LX0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0994
 LX0994  HISTORY     - Date     Condition        Report By
 LX0994  HISTORY     - UNK      MONUMENTED       NYCRR
 LX0994  HISTORY     - 1955     GOOD             NGS
 LX0994
 LX0994                          STATION DESCRIPTION
 LX0994
 LX0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0994'1.4 MI N FROM IRVINGTON.
 LX0994'1.45 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX0994'STATION AT IRVINGTON, ABOUT 1.2 MILES SOUTH OF THE STATION AT
 LX0994'TARRYTOWN, ABOUT 79 YARDS NORTH OF MILE POST NY 24, ACROSS
 LX0994'TRACKS FROM A POINT ABOUT 12 YARDS SOUTH OF POWER TRANSMISSION
 LX0994'TOWER NO. 661, 26 FEET EAST OF EAST RAIL OF EXTREME EAST TRACK,
 LX0994'37 1/2 FEET EAST OF EAST RAIL OF EAST MAIN TRACK, AN IRON BOLT
 LX0994'IN THE TOP OF THE SLANTING PART OF STONE IS STONE MASONRY
 LX0994'RETAINING WALL, 19 1/2 FEET NORTH OF SOUTH END OF RETAINING
 LX0994'WALL AND ABOUT 1 1/2 FEET ABOVE GROUND AND ABOUT LEVEL WITH
 LX0994'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0527 ***********************************************************************
 NB0527  DESIGNATION -  2405
 NB0527  PID         -  NB0527
 NB0527  STATE/COUNTY-  NY/CAYUGA
 NB0527  USGS QUAD   -  CAYUGA (1954)
 NB0527
 NB0527                         *CURRENT SURVEY CONTROL
 NB0527  ___________________________________________________________________
 NB0527* NAD 83(1986)-  42 53 47.     (N)    076 42 01.     (W)     SCALED    
 NB0527* NAVD 88     -       136.64   (+/-2cm)     448.3    (feet)  VERTCON   
 NB0527  ___________________________________________________________________
 NB0527  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NB0527
 NB0527  VERT ORDER  -  ? (See Below)
 NB0527
 NB0527.The horizontal coordinates were scaled from a topographic map and have
 NB0527.an estimated accuracy of +/- 6 seconds.
 NB0527
 NB0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0527.The vertical order pertains to the NGVD 29 superseded value.
 NB0527
 NB0527.The geoid height was determined by GEOID03.
 NB0527
 NB0527;                    North         East    Units  Estimated Accuracy
 NB0527;SPC NY C     -   321,670.      240,450.      MT  (+/- 180 meters Scaled)
 NB0527
 NB0527                          SUPERSEDED SURVEY CONTROL
 NB0527
 NB0527  NGVD 29 (??/??/92)  136.809  (m)          448.85   (f) ADJ UNCH    ?  
 NB0527
 NB0527.Superseded values are not recommended for survey control.
 NB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0527.See file dsdata.txt to determine how the superseded data were derived.
 NB0527
 NB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN611507(NAD 83)
 NB0527_MARKER: N = NAIL
 NB0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0527_SP_SET: ROOT OF OAK TREE
 NB0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0527
 NB0527  HISTORY     - Date     Condition        Report By
 NB0527  HISTORY     - 1899     MONUMENTED       CORUNI
 NB0527  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0527
 NB0527                          STATION DESCRIPTION
 NB0527
 NB0527'DESCRIBED BY CORNELL UNIVERSITY 1899
 NB0527'2.9 MI SE FROM CAYUGA.
 NB0527'ABOUT 2.9 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 NB0527'FROM CAYUGA, CAYUGA COUNTY, ON THE SOUTH SIDE OF THE HIGHWAY,
 NB0527'OPPOSITE A ROAD INTERSECTION, AND IN THE NOTCHED ROOT OF A 30-INCH
 NB0527'OAK TREE. THE TOP A NAIL.
 NB0527
 NB0527                          STATION RECOVERY (1985)
 NB0527
 NB0527'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0365 ***********************************************************************
 KV0365  DESIGNATION -  2441 BOR
 KV0365  PID         -  KV0365
 KV0365  STATE/COUNTY-  NY/RICHMOND
 KV0365  USGS QUAD   -  ARTHUR KILL (1981)
 KV0365
 KV0365                         *CURRENT SURVEY CONTROL
 KV0365  ___________________________________________________________________
 KV0365* NAD 83(1986)-  40 31 04.     (N)    074 12 04.     (W)     SCALED    
 KV0365* NAVD 88     -         5.239  (meters)      17.19   (feet)  ADJUSTED  
 KV0365  ___________________________________________________________________
 KV0365  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0365  DYNAMIC HT  -           5.237 (meters)      17.18  (feet)  COMP
 KV0365  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 KV0365
 KV0365  VERT ORDER  -  FIRST     CLASS II
 KV0365
 KV0365.The horizontal coordinates were scaled from a topographic map and have
 KV0365.an estimated accuracy of +/- 6 seconds.
 KV0365
 KV0365.The orthometric height was determined by differential leveling
 KV0365.and adjusted by the National Geodetic Survey in June 1991..
 KV0365
 KV0365.The geoid height was determined by GEOID03.
 KV0365
 KV0365.The dynamic height is computed by dividing the NAVD 88
 KV0365.geopotential number by the normal gravity value computed on the
 KV0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0365.degrees latitude (g = 980.6199 gals.).
 KV0365
 KV0365.The modeled gravity was interpolated from observed gravity values.
 KV0365
 KV0365;                    North         East    Units  Estimated Accuracy
 KV0365;SPC NY L     -    39,010.      282,960.      MT  (+/- 180 meters Scaled)
 KV0365
 KV0365                          SUPERSEDED SURVEY CONTROL
 KV0365
 KV0365  NGVD 29 (04/16/92)    5.560  (m)           18.24   (f) ADJUSTED    1 2
 KV0365
 KV0365.Superseded values are not recommended for survey control.
 KV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0365.See file dsdata.txt to determine how the superseded data were derived.
 KV0365
 KV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK676855(NAD 83)
 KV0365_MARKER: Q = CHISELED SQUARE
 KV0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0365_SP_SET: BRIDGE
 KV0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0365
 KV0365  HISTORY     - Date     Condition        Report By
 KV0365  HISTORY     - 1952     MONUMENTED       NY-085
 KV0365  HISTORY     - 1952     GOOD             CGS
 KV0365  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 KV0365  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 KV0365
 KV0365                          STATION DESCRIPTION
 KV0365
 KV0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0365'AT STATEN ISLAND.
 KV0365'ON STATEN ISLAND, AT PRINCESS BAY, ALONG HYLAN BOULEVARD, ABOUT
 KV0365'0.1 MILE EAST OF BAYVIEW AVENUE, AN OUTLINED SQUARE ON THE TOP
 KV0365'OF THE NORTHWEST CORNER OF FOUNDATION OF CENTER POST OF SOUTH
 KV0365'GUARD RAIL OF A CONCRETE BRIDGE OVER A BRANCH OF WOLFES POND, 13
 KV0365'FEET SOUTH OF SOUTH CURB OF HYLAN BOULEVARD, 8 INCHES ABOVE
 KV0365'CONCRETE SIDE WALK.
 KV0365
 KV0365                          STATION RECOVERY (1995)
 KV0365
 KV0365'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0365'MARK NOT FOUND.
 KV0365
 KV0365                          STATION RECOVERY (1996)
 KV0365
 KV0365'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0741 ***********************************************************************
 NA0741  DESIGNATION -  2464
 NA0741  PID         -  NA0741
 NA0741  STATE/COUNTY-  NY/ULSTER
 NA0741  USGS QUAD   -  ARENA (1982)
 NA0741
 NA0741                         *CURRENT SURVEY CONTROL
 NA0741  ___________________________________________________________________
 NA0741* NAD 83(1986)-  42 03 41.     (N)    074 41 30.     (W)     SCALED    
 NA0741* NAVD 88     -       752.431  (meters)    2468.60   (feet)  ADJUSTED  
 NA0741  ___________________________________________________________________
 NA0741  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 NA0741  DYNAMIC HT  -         752.146 (meters)    2467.67  (feet)  COMP
 NA0741  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 NA0741
 NA0741  VERT ORDER  -  SECOND    CLASS 0
 NA0741
 NA0741.The horizontal coordinates were scaled from a topographic map and have
 NA0741.an estimated accuracy of +/- 6 seconds.
 NA0741
 NA0741.The orthometric height was determined by differential leveling
 NA0741.and adjusted by the National Geodetic Survey in June 1991..
 NA0741
 NA0741.The geoid height was determined by GEOID03.
 NA0741
 NA0741.The dynamic height is computed by dividing the NAVD 88
 NA0741.geopotential number by the normal gravity value computed on the
 NA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0741.degrees latitude (g = 980.6199 gals.).
 NA0741
 NA0741.The modeled gravity was interpolated from observed gravity values.
 NA0741
 NA0741;                    North         East    Units  Estimated Accuracy
 NA0741;SPC NY E     -   358,440.      134,140.      MT  (+/- 180 meters Scaled)
 NA0741
 NA0741                          SUPERSEDED SURVEY CONTROL
 NA0741
 NA0741  NGVD 29 (??/??/92)  752.599  (m)         2469.15   (f) ADJ UNCH    2 0
 NA0741
 NA0741.Superseded values are not recommended for survey control.
 NA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0741.See file dsdata.txt to determine how the superseded data were derived.
 NA0741
 NA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM255566(NAD 83)
 NA0741_MARKER: DB = BENCH MARK DISK
 NA0741_SETTING: 0 = UNSPECIFIED SETTING
 NA0741_STAMPING: ALBANY 2464
 NA0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0741
 NA0741  HISTORY     - Date     Condition        Report By
 NA0741  HISTORY     - UNK      MONUMENTED       USGS
 NA0741
 NA0741                          STATION DESCRIPTION
 NA0741
 NA0741'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 NA0741'3.1 MI N FROM TURNWOOD.
 NA0741'3.1 MILES NORTH ALONG A DIRT ROAD FROM THE T-JUNCTION AT TURNWOOD,
 NA0741'ULSTER COUNTY, AT THE DELAWARE-ULSTER COUNTY LINE, AND 10 FEET
 NA0741'NORTHEAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 NA0741'SURVEY STANDARD DISK, STAMPED ALBANY 2464 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2209 ***********************************************************************
 MZ2209  DESIGNATION -  247=SICKLES
 MZ2209  PID         -  MZ2209
 MZ2209  STATE/COUNTY-  NY/COLUMBIA
 MZ2209  USGS QUAD   -  RAVENA (1980)
 MZ2209
 MZ2209                         *CURRENT SURVEY CONTROL
 MZ2209  ___________________________________________________________________
 MZ2209* NAD 83(1996)-  42 22 57.45793(N)    073 46 57.15379(W)     ADJUSTED  
 MZ2209* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 MZ2209  ___________________________________________________________________
 MZ2209  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MZ2209  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ2209
 MZ2209  HORZ ORDER  -  THIRD
 MZ2209
 MZ2209.The horizontal coordinates were established by classical geodetic methods
 MZ2209.and adjusted by the National Geodetic Survey in January 1999..
 MZ2209
 MZ2209.The orthometric height was scaled from a topographic map.
 MZ2209
 MZ2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2209
 MZ2209.The geoid height was determined by GEOID03.
 MZ2209
 MZ2209;                    North         East     Units Scale Factor Converg.
 MZ2209;SPC NY E     -   394,346.221   209,078.690   MT  0.99994293   +0 29 01.1
 MZ2209;SPC NY E     - 1,293,784.23    685,952.34   sFT  0.99994293   +0 29 01.1
 MZ2209;UTM  18      - 4,692,978.111   600,221.340   MT  0.99972358   +0 49 14.6
 MZ2209
 MZ2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2209!SPC NY E     -   1.00000372  x   0.99994293  =   0.99994665
 MZ2209!UTM  18      -   1.00000372  x   0.99972358  =   0.99972730
 MZ2209
 MZ2209:                Primary Azimuth Mark                     Grid Az
 MZ2209:SPC NY E     -  MANGE                                    176 51 24.6
 MZ2209:UTM  18      -  MANGE                                    176 31 11.1
 MZ2209
 MZ2209|---------------------------------------------------------------------|
 MZ2209| PID    Reference Object                     Distance      Geod. Az  |
 MZ2209|                                                           dddmmss.s |
 MZ2209| MZ2277 MANGE                               APPROX. 1.9 KM 1772025.7 |
 MZ2209| MZ2294 COXSACKIE SOUTH LIGHT               APPROX. 3.0 KM 1952931.9 |
 MZ2209| DA4016 SICKLES RM 2                         16.267 METERS 20826     |
 MZ2209| MZ2229 COXSACKIE EAST FLATS LIGHT          APPROX. 1.0 KM 2315225.4 |
 MZ2209| MZ2223 COXSACKIE LIGHTHOUSE                APPROX. 1.1 KM 2522308.1 |
 MZ2209| DA4015 SICKLES RM 1                         12.543 METERS 31601     |
 MZ2209| MZ2189 SCOTT                               APPROX. 1.4 KM 3375328.1 |
 MZ2209|---------------------------------------------------------------------|
 MZ2209
 MZ2209                          SUPERSEDED SURVEY CONTROL
 MZ2209
 MZ2209  NAD 83(1996)-  42 22 57.45848(N)    073 46 57.15595(W) AD(       ) 3
 MZ2209  NAD 83(1996)-  42 22 57.45868(N)    073 46 57.15587(W) AD(       ) 3
 MZ2209  NAD 83(1992)-  42 22 57.45906(N)    073 46 57.15557(W) AD(       ) 3
 MZ2209  NAD 83(1992)-  42 22 57.46032(N)    073 46 57.15413(W) AD(       ) 3
 MZ2209  NAD 83(1986)-  42 22 57.46041(N)    073 46 57.15374(W) AD(       ) 3
 MZ2209  NAD 27      -  42 22 57.15900(N)    073 46 58.70700(W) AD(       ) 3
 MZ2209
 MZ2209.Superseded values are not recommended for survey control.
 MZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2209.See file dsdata.txt to determine how the superseded data were derived.
 MZ2209
 MZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0022192978(NAD 83)
 MZ2209
 MZ2209  HISTORY     - Date     Condition        Report By
 MZ2209  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2209  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2209  HISTORY     - 1953     SEE DESCRIPTION  USGS
 MZ2209
 MZ2209                          STATION DESCRIPTION
 MZ2209
 MZ2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2209'ON THE E SIDE OF HUDSON RIVER ON A 180-FOOT HILL BACK OF AND
 MZ2209'SE OF STUYVESANT ON THE SW SLOPE OF THE TOP OF THE HILL IN AN
 MZ2209'APPLE ORCHARD.  ABOUT 200 METERS E OF U.S. HIGHWAY 9J, 12 FEET
 MZ2209'W OF THE ORCHARD ROAD THAT RUNS N AND S ALONG THE CREST OF THE
 MZ2209'HILL AND 10 FEET SE OF AN OLD APPLE TREE ON PROPERTY OF JOHN
 MZ2209'SICKLES.  A 30-FOOT TOWER WAS BUILT OVER THE STATION AND THE
 MZ2209'STATION INCORPORATED IN THE 1934 C.S. RIVER SCHEME.
 MZ2209'
 MZ2209'STANDARD N.Y.S.S. GRANITE MONUMENT 247 WAS FOUND IN GOOD CONDITION.
 MZ2209
 MZ2209                          STATION RECOVERY (1953)
 MZ2209
 MZ2209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MZ2209'MONUMENT AND REFERENCE MARKS WERE ALL DESTROYED WHEN THE AREA WAS
 MZ2209'BULLDOZED TO DESTROY THE ORCHARD THAT WAS IN THE AREA, AND SAND
 MZ2209'WAS REMOVED FROM THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2075 ***********************************************************************
 MZ2075  DESIGNATION -  249=TRACY RESET
 MZ2075  PID         -  MZ2075
 MZ2075  STATE/COUNTY-  NY/COLUMBIA
 MZ2075  USGS QUAD   -  KINDERHOOK (1980)
 MZ2075
 MZ2075                         *CURRENT SURVEY CONTROL
 MZ2075  ___________________________________________________________________
 MZ2075* NAD 83(1996)-  42 25 25.13654(N)    073 44 30.22241(W)     ADJUSTED  
 MZ2075* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 MZ2075  ___________________________________________________________________
 MZ2075  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MZ2075  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 MZ2075
 MZ2075  HORZ ORDER  -  FIRST
 MZ2075
 MZ2075.The horizontal coordinates were established by classical geodetic methods
 MZ2075.and adjusted by the National Geodetic Survey in January 1999..
 MZ2075
 MZ2075.The orthometric height was scaled from a topographic map.
 MZ2075
 MZ2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2075
 MZ2075.The geoid height was determined by GEOID03.
 MZ2075
 MZ2075;                    North         East     Units Scale Factor Converg.
 MZ2075;SPC NY E     -   398,931.730   212,398.874   MT  0.99994789   +0 30 41.6
 MZ2075;SPC NY E     - 1,308,828.52    696,845.31   sFT  0.99994789   +0 30 41.6
 MZ2075;UTM  18      - 4,697,582.080   603,513.761   MT  0.99973183   +0 50 56.1
 MZ2075
 MZ2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2075!SPC NY E     -   0.99999054  x   0.99994789  =   0.99993843
 MZ2075!UTM  18      -   0.99999054  x   0.99973183  =   0.99972238
 MZ2075
 MZ2075:                Primary Azimuth Mark                     Grid Az
 MZ2075:SPC NY E     -  VALATIE STANDPIPE                        099 04 39.3
 MZ2075:UTM  18      -  VALATIE STANDPIPE                        098 44 24.8
 MZ2075
 MZ2075|---------------------------------------------------------------------|
 MZ2075| PID    Reference Object                     Distance      Geod. Az  |
 MZ2075|                                                           dddmmss.s |
 MZ2075| MZ2076 VALATIE STANDPIPE                   APPROX. 4.9 KM 0993520.9 |
 MZ2075| MZ2078 KINDERHOOK WATER TANK BLACK         APPROX. 4.3 KM 1290518.8 |
 MZ2075| MZ2079 TRACY 2                              29.171 METERS 16345     |
 MZ2075| MZ2303 FLASHING RED AND WHITE BEACON       APPROX.10.4 KM 1863658.6 |
 MZ2075| DA3377 TRACY RM 2                           14.112 METERS 23815     |
 MZ2075| DA3376 TRACY RM 1                           16.640 METERS 35610     |
 MZ2075|---------------------------------------------------------------------|
 MZ2075
 MZ2075                          SUPERSEDED SURVEY CONTROL
 MZ2075
 MZ2075  NAD 83(1996)-  42 25 25.13748(N)    073 44 30.22435(W) AD(       ) 1
 MZ2075  NAD 83(1996)-  42 25 25.13766(N)    073 44 30.22428(W) AD(       ) 1
 MZ2075  NAD 83(1992)-  42 25 25.13805(N)    073 44 30.22391(W) AD(       ) 1
 MZ2075  NAD 83(1992)-  42 25 25.13913(N)    073 44 30.22284(W) AD(       ) 1
 MZ2075  NAD 83(1986)-  42 25 25.13910(N)    073 44 30.22245(W) AD(       ) 1
 MZ2075  NAD 27      -  42 25 24.84300(N)    073 44 31.78100(W) AD(       ) 1
 MZ2075
 MZ2075.Superseded values are not recommended for survey control.
 MZ2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2075.See file dsdata.txt to determine how the superseded data were derived.
 MZ2075
 MZ2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0351497582(NAD 83)
 MZ2075
 MZ2075  HISTORY     - Date     Condition        Report By
 MZ2075  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2075  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2075  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2075  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2075
 MZ2075                          STATION DESCRIPTION
 MZ2075
 MZ2075'DESCRIBED BY NEW YORK STATE SURVEY 1880
 MZ2075'NO TEXT
 MZ2075
 MZ2075                          STATION RECOVERY (1934)
 MZ2075
 MZ2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2075'STATION IS ON E SIDE OF HUDSON RIVER, 3 MILES NW OF KINDERHOOK
 MZ2075'VILLAGE, W OF CRUSHED STONE ROAD, ON A PROMINENT 303-FOOT HILL,
 MZ2075'AND IN A FENCE ROW WITH AN ORCHARD ON E SIDE OF FENCE AND
 MZ2075'PASTURE ON W SIDE.  STATION IS 24 FEET N OF INTERSECTION OF
 MZ2075'TWO OLD STONE FENCES.  STATION IS MARKED WITH NEW YORK STATE
 MZ2075'SURVEY GRANITE MONUMENT NO. 249 WHICH WAS FOUND TILTED BY A
 MZ2075'FENCE BRACE RESTING AGAINST IT.  THE BRACE WAS REMOVED.  THE
 MZ2075'REFERENCE POTS AS GIVEN IN OLD NEW YORK STATE SURVEY
 MZ2075'DESCRIPTION WERE DUG FOR AND RECOVERED AND THE CENTER GRANITE
 MZ2075'MONUMENT RESET IN AN UPRIGHT POSITION.  REFERENCE POT NO.1 IS
 MZ2075'1.5 FEET UNDERNEATH SURFACE, IN AZIMUTH 269 DEG FROM STATION, AND
 MZ2075'3 FEET FROM STATION.  REFERENCE POT NO.2 IS 1.25 FEET
 MZ2075'UNDER SURFACE, IN AZIMUTH 172 DEG FROM STATION, AND 3 FEET
 MZ2075'FROM STATION.
 MZ2075'
 MZ2075'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 MZ2075'AS DESCRIBED IN NOTE 11A.
 MZ2075'
 MZ2075'REFERENCE MARK NO.1 IS 54.55 FEET N OF STATION AND 3 FEET
 MZ2075'W OF STONE FENCE.  REFERENCE MARK NO.2 IS 46.25 FEET SW OF
 MZ2075'STATION AND 3 FEET N OF FENCE.
 MZ2075'
 MZ2075'A 16-FOOT TOWER WAS USED.
 MZ2075
 MZ2075                          STATION RECOVERY (1938)
 MZ2075
 MZ2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2075'STATION IS ON E SIDE OF HUDSON RIVER, 3 MILES W OF VILLAGE
 MZ2075'OF KINDERHOOK, ON PROMINENT HILL 300 FEET HIGH, ON LAND
 MZ2075'OF ENOCH SEROVNIE.  STATION IS 2 FEET W OF STONE FENCE,
 MZ2075'24 FEET N OF INTERSECTION OF TWO OLD STONE FENCES.  A STANDARD
 MZ2075'NEW YORK STATE SURVEY GRANITE MONUMENT NO. 249 WAS FOUND IN GOOD
 MZ2075'CONDITION AS DESCRIBED.  THE REFERENCE POTS WERE NOT DUG FOR.  A
 MZ2075'STANDARD BRASS DISK STAMPED TRACY 1880 1938 WAS SET IN CENTER
 MZ2075'OF TOP OF MONUMENT.
 MZ2075'
 MZ2075'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 MZ2075'DESCRIBED IN NOTE 11A.
 MZ2075'
 MZ2075'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  NO.1 IS
 MZ2075'STAMPED TRACY 1880 1934, IS 16.640 METERS (54.59 FEET) N OF
 MZ2075'STATION AND 3 FEET W OF STONE FENCE.  NO.2 IS STAMPED TRACY 1880
 MZ2075'1934, IS 14.112 METERS (46.27 FEET) WSW OF STATION, AND 3 FEET
 MZ2075'N OF STONE FENCE.
 MZ2075'
 MZ2075'TO REACH FROM THE TRAFFIC LIGHT IN HUDSON OPPOSITE PARK, GO
 MZ2075'N ON ROUTE 9, 12.4 MILES TO TRAFFIC LIGHT IN FRONT OF POST OFFICE
 MZ2075'IN KINDERHOOK.  TURN L AND PROCEED 1.4 MILES TO A FORK.  BEAR L
 MZ2075'0.5 MILE TO FORK.  BEAR L 1.3 MILES TO A JOGGED CROSS ROAD.  TURN
 MZ2075'L AND GO 0.8 MILE TO MAIL BOX OPPOSITE FARM ROAD.  TURN R
 MZ2075'IN FARM ROAD AND GO 0.3 MILE TO FARMHOUSE.  GO AROUND HOUSE AND
 MZ2075'GO 0.1 MILE TO TOP OF HILL AND HEADROW.  TURN THROUGH GATE BY
 MZ2075'HEADROW AND GO L 0.15 MILE TO TOP OF HILL AND STATION.
 MZ2075
 MZ2075                          STATION RECOVERY (1969)
 MZ2075
 MZ2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 MZ2075'STATION MARK AND REFERENCE 1 WERE RECOVERED AS DESCRIBED.  REFERENCE
 MZ2075'MARK 2 WAS SEARCHED FOR AND NOT FOUND.  THE TWO REFERENCE POTS
 MZ2075'DESCRIBED IN THE 1880 DESCRIPTION WERE DUG FOR AND FOUND AS
 MZ2075'DESCRIBED.
 MZ2075'
 MZ2075'THE STATION IS TO BE DESTROYED BY THE PROPERTY OWNER.
 MZ2075'
 MZ2075'TRACY 2 WAS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1180 ***********************************************************************
 PH1180  DESIGNATION -  25
 PH1180  PID         -  PH1180
 PH1180  STATE/COUNTY-  NY/ST LAWRENCE
 PH1180  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1180
 PH1180                         *CURRENT SURVEY CONTROL
 PH1180  ___________________________________________________________________
 PH1180* NAD 83(1986)-  44 23 06.     (N)    075 46 58.     (W)     SCALED    
 PH1180* NAVD 88     -       111.810  (meters)     366.83   (feet)  ADJUSTED  
 PH1180  ___________________________________________________________________
 PH1180  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 PH1180  DYNAMIC HT  -         111.799 (meters)     366.79  (feet)  COMP
 PH1180  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 PH1180
 PH1180  VERT ORDER  -  FIRST     CLASS 0
 PH1180
 PH1180.The horizontal coordinates were scaled from a topographic map and have
 PH1180.an estimated accuracy of +/- 6 seconds.
 PH1180
 PH1180.The orthometric height was determined by differential leveling
 PH1180.and adjusted by the National Geodetic Survey in June 1991..
 PH1180
 PH1180.The geoid height was determined by GEOID03.
 PH1180
 PH1180.The dynamic height is computed by dividing the NAVD 88
 PH1180.geopotential number by the normal gravity value computed on the
 PH1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1180.degrees latitude (g = 980.6199 gals.).
 PH1180
 PH1180.The modeled gravity was interpolated from observed gravity values.
 PH1180
 PH1180;                    North         East    Units  Estimated Accuracy
 PH1180;SPC NY E     -   617,340.       47,790.      MT  (+/- 180 meters Scaled)
 PH1180
 PH1180                          SUPERSEDED SURVEY CONTROL
 PH1180
 PH1180  NGVD 29 (??/??/92)  111.943  (m)          367.27   (f) ADJ UNCH    1 0
 PH1180
 PH1180.Superseded values are not recommended for survey control.
 PH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1180.See file dsdata.txt to determine how the superseded data were derived.
 PH1180
 PH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ376149(NAD 83)
 PH1180_MARKER: B = BOLT
 PH1180_SETTING: 66 = SET IN ROCK OUTCROP
 PH1180_SP_SET: BEDROCK
 PH1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1180+STABILITY: POSITION/ELEVATION WELL
 PH1180
 PH1180  HISTORY     - Date     Condition        Report By
 PH1180  HISTORY     - UNK      MONUMENTED       USLS
 PH1180  HISTORY     - 1969     GOOD             USLS
 PH1180
 PH1180                          STATION DESCRIPTION
 PH1180
 PH1180'DESCRIBED BY US LAKE SURVEY 1969
 PH1180'4.4 MI SW FROM CHIPPEWA BAY.
 PH1180'IS IN ST. LAWRENCE COUNTY, NEW YORK, 2.0 MILES WEST AND SOUTH ON
 PH1180'WEBSTER ROAD, FROM THE COMMUNITY CLUB (FORMERLY STONE SCHOOLHOUSE NO.
 PH1180'11) IN CHIPPEWA BAY, THEN 2.4 MILES SOUTHWESTERLY ON CALABOGA ROAD
 PH1180'OPPOSITE A TWO-STORY RED FRAME DWELLING WITH IMITATION BRICK SIDING,
 PH1180'68.5 FEET WEST OF A 28-INCH ELM, 38.6 FEET NORTHWEST OF CENTERLINE OF
 PH1180'CALABOGA RD., 13.6 FEET WESTERLY OF A 6-INCH HIGH 1/2-INCH DIAMETER
 PH1180'STEEL ROD SET IN BEDROCK, 11.6 FEET WESTERLY OF UTILITY POLE NO. 44
 PH1180'AND A FENCE INTERSECTION, 4.1 FEET SOUTHERLY OF A FENCELINE 1/2-FOOT
 PH1180'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1/4-INCH
 PH1180'BRASS BOLT SET INTO BEDROCK, WITH THE LETTERS U. S. PBM 25 CUT AROUND
 PH1180'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0591 ***********************************************************************
 KV0591  DESIGNATION -  25 BOM
 KV0591  PID         -  KV0591
 KV0591  STATE/COUNTY-  NY/NEW YORK
 KV0591  USGS QUAD   -  JERSEY CITY (1981)
 KV0591
 KV0591                         *CURRENT SURVEY CONTROL
 KV0591  ___________________________________________________________________
 KV0591* NAD 83(1986)-  40 42 35.     (N)    074 00 53.     (W)     SCALED    
 KV0591* NAVD 88     -         1.974  (meters)       6.48   (feet)  ADJUSTED  
 KV0591  ___________________________________________________________________
 KV0591  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV0591  DYNAMIC HT  -           1.973 (meters)       6.47  (feet)  COMP
 KV0591  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 KV0591
 KV0591  VERT ORDER  -  FIRST     CLASS I
 KV0591
 KV0591.The horizontal coordinates were scaled from a topographic map and have
 KV0591.an estimated accuracy of +/- 6 seconds.
 KV0591
 KV0591.The orthometric height was determined by differential leveling
 KV0591.and adjusted by the National Geodetic Survey in June 1991..
 KV0591.WARNING-Repeat measurements at this control monument indicate possible
 KV0591.vertical movement.
 KV0591
 KV0591.The geoid height was determined by GEOID03.
 KV0591
 KV0591.The dynamic height is computed by dividing the NAVD 88
 KV0591.geopotential number by the normal gravity value computed on the
 KV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0591.degrees latitude (g = 980.6199 gals.).
 KV0591
 KV0591.The modeled gravity was interpolated from observed gravity values.
 KV0591
 KV0591;                    North         East    Units  Estimated Accuracy
 KV0591;SPC NY E     -   208,430.      191,000.      MT  (+/- 180 meters Scaled)
 KV0591
 KV0591                          SUPERSEDED SURVEY CONTROL
 KV0591
 KV0591  NGVD 29 (??/??/??)    2.316  (m)            7.60   (f) ADJUSTED    1 1
 KV0591
 KV0591.Superseded values are not recommended for survey control.
 KV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0591.See file dsdata.txt to determine how the superseded data were derived.
 KV0591
 KV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL832070(NAD 83)
 KV0591_MARKER: Q = CHISELED SQUARE
 KV0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0591_SP_SET: STEP
 KV0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0591
 KV0591  HISTORY     - Date     Condition        Report By
 KV0591  HISTORY     - 1934     MONUMENTED       NY4170
 KV0591  HISTORY     - 1952     GOOD             CGS
 KV0591  HISTORY     - 1974     GOOD             NGS
 KV0591  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 KV0591
 KV0591                          STATION DESCRIPTION
 KV0591
 KV0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0591'AT NEW YORK.
 KV0591'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF WEST
 KV0591'STREET AND ALBANY STREET, 9.6 FEET SOUTHEAST OF SOUTHEAST CURB
 KV0591'OF WEST STREET, 23.8 FEET NORTHEAST OF NORTHEAST CURB OF ALBANY
 KV0591'STREET, A 1 1/4-INCH OUTLINED SQUARE IN THE TOP OF NORTH CORNER
 KV0591'OF GRANITE STEP TO NORTHWEST ENTRANCE TO A BUILDING, 11 FEET
 KV0591'NORTHEAST OF WEST CORNER OF BUILDING AND ABOUT 1/2 FOOT
 KV0591'ABOVE SIDE WALK.
 KV0591
 KV0591                          STATION RECOVERY (1974)
 KV0591
 KV0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0591'RECOVERED IN GOOD CONDITION.
 KV0591
 KV0591                          STATION RECOVERY (2005)
 KV0591
 KV0591'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KV0591'THE BUILDING ON THE NORTHEAST CORNER OF WEST STREET ALBANY STREETS WAS
 KV0591'LOCATED AND THE ENTRANCEWAY ON WEST STREET WAS LOCATED.  THE ORIGINAL
 KV0591'GRANITE STEP AT THE ENTRANCE HAS BEEN REMOVED AND THE ENTRANCE NOW HAS
 KV0591'A CONCRETE SLAB FLUSH WITH THE SIDEWALK.
 KV0591' 
 KV0591'DISCOLORATION OF THE GRANITE BASE BLOCKES ON EITHER SIDE OF THE
 KV0591'ENTRANCEWAY INDICATES THAT A STEP APPROXIMATELY 6 INCHES HIGH WAS
 KV0591'FORMERLY AT THE ENTRANCE.  THE MARK IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0758 ***********************************************************************
 KU0758  DESIGNATION -  25 USE
 KU0758  PID         -  KU0758
 KU0758  STATE/COUNTY-  NY/SUFFOLK
 KU0758  USGS QUAD   -  PATCHOGUE (1967)
 KU0758
 KU0758                         *CURRENT SURVEY CONTROL
 KU0758  ___________________________________________________________________
 KU0758* NAD 83(1986)-  40 45 13.     (N)    073 00 46.     (W)     SCALED    
 KU0758* NAVD 88     -         2.571  (meters)       8.44   (feet)  ADJUSTED  
 KU0758  ___________________________________________________________________
 KU0758  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU0758  DYNAMIC HT  -           2.570 (meters)       8.43  (feet)  COMP
 KU0758  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 KU0758
 KU0758  VERT ORDER  -  SECOND    CLASS 0
 KU0758
 KU0758.The horizontal coordinates were scaled from a topographic map and have
 KU0758.an estimated accuracy of +/- 6 seconds.
 KU0758
 KU0758.The orthometric height was determined by differential leveling
 KU0758.and adjusted by the National Geodetic Survey in June 1991..
 KU0758
 KU0758.The geoid height was determined by GEOID03.
 KU0758
 KU0758.The dynamic height is computed by dividing the NAVD 88
 KU0758.geopotential number by the normal gravity value computed on the
 KU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0758.degrees latitude (g = 980.6199 gals.).
 KU0758
 KU0758.The modeled gravity was interpolated from observed gravity values.
 KU0758
 KU0758;                    North         East    Units  Estimated Accuracy
 KU0758;SPC NY L     -    65,650.      383,370.      MT  (+/- 180 meters Scaled)
 KU0758
 KU0758                          SUPERSEDED SURVEY CONTROL
 KU0758
 KU0758  NGVD 29 (??/??/92)    2.892  (m)            9.49   (f) ADJ UNCH    2 0
 KU0758
 KU0758.Superseded values are not recommended for survey control.
 KU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0758.See file dsdata.txt to determine how the superseded data were derived.
 KU0758
 KU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL677133(NAD 83)
 KU0758_MARKER: X = CHISELED CROSS
 KU0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0758_SP_SET: FIRE HYDRANT
 KU0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0758+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 KU0758
 KU0758  HISTORY     - Date     Condition        Report By
 KU0758  HISTORY     - UNK      MONUMENTED       DOD
 KU0758  HISTORY     - 1950     GOOD             NGS
 KU0758  HISTORY     - 1985     GOOD             USPSQD
 KU0758  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0758  HISTORY     - 20021022 GOOD             USPSQD
 KU0758
 KU0758                          STATION DESCRIPTION
 KU0758
 KU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0758'AT PATCHOGUE.
 KU0758'AT PATCHOGUE, SUFFOLK COUNTY, FIVE BLOCKS SOUTH OF THE LONG
 KU0758'ISLAND RAILROAD STATION, IN FRONT OF THE HOUSE AT NO. 245 CEDAR
 KU0758'AVENUE, AT A FIRE HYDRANT, ON THE TOP OF A NUT (INDICATED BY AN
 KU0758'ARROW) ON THE RIM ON THE NORTH SIDE OF THE HYDRANT, AND 18 INCHES
 KU0758'ABOVE THE GROUND.  A CHISELED CROSS.
 KU0758
 KU0758                          STATION RECOVERY (1985)
 KU0758
 KU0758'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU0758'RECOVERED IN GOOD CONDITION.
 KU0758
 KU0758                          STATION RECOVERY (1985)
 KU0758
 KU0758'RECOVERY NOTE BY US POWER SQUADRON 1985 (JP)
 KU0758'MARK NOT FOUND.
 KU0758
 KU0758                          STATION RECOVERY (2002)
 KU0758
 KU0758'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0758'ARROW NOT VISIBLE BECAUSE OF HEAVY COAT OF PAINT ON TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2525 ***********************************************************************
 OF2525  DESIGNATION -  2500 MCGS 1971
 OF2525  PID         -  OF2525
 OF2525  STATE/COUNTY-  NY/MONROE
 OF2525  USGS QUAD   -  BROCKPORT (1978)
 OF2525
 OF2525                         *CURRENT SURVEY CONTROL
 OF2525  ___________________________________________________________________
 OF2525* NAD 83(1996)-  43 11 53.85761(N)    077 57 16.32603(W)     ADJUSTED  
 OF2525* NAVD 88     -       181.6    (meters)     596.     (feet)  VERTCON   
 OF2525  ___________________________________________________________________
 OF2525  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 OF2525  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2525
 OF2525  HORZ ORDER  -  SECOND
 OF2525
 OF2525.The horizontal coordinates were established by classical geodetic methods
 OF2525.and adjusted by the National Geodetic Survey in January 1999..
 OF2525
 OF2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2525
 OF2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2525
 OF2525.The geoid height was determined by GEOID03.
 OF2525
 OF2525;                    North         East     Units Scale Factor Converg.
 OF2525;SPC NY W     -   355,389.997   401,104.508   MT  0.99996962   +0 25 49.6
 OF2525;SPC NY W     - 1,165,975.35  1,315,957.04   sFT  0.99996962   +0 25 49.6
 OF2525;UTM  18      - 4,787,074.022   259,949.733   MT  1.00030892   -2 01 24.3
 OF2525;UTM  17      - 4,787,339.075   747,438.591   MT  1.00035324   +2 05 08.7
 OF2525
 OF2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2525!SPC NY W     -   0.99997707  x   0.99996962  =   0.99994669
 OF2525!UTM  18      -   0.99997707  x   1.00030892  =   1.00028598
 OF2525!UTM  17      -   0.99997707  x   1.00035324  =   1.00033030
 OF2525
 OF2525:                Primary Azimuth Mark                     Grid Az
 OF2525:SPC NY W     -  728 MCGS 1969                            089 22 57.8
 OF2525:UTM  18      -  728 MCGS 1969                            091 50 11.7
 OF2525:UTM  17      -  728 MCGS 1969                            087 43 38.7
 OF2525
 OF2525|---------------------------------------------------------------------|
 OF2525| PID    Reference Object                     Distance      Geod. Az  |
 OF2525|                                                           dddmmss.s |
 OF2525| OF2512 728 MCGS 1969                       APPROX. 0.9 KM 0894847.4 |
 OF2525|---------------------------------------------------------------------|
 OF2525
 OF2525                          SUPERSEDED SURVEY CONTROL
 OF2525
 OF2525  NAD 83(1986)-  43 11 53.86425(N)    077 57 16.32479(W) AD(       ) 2
 OF2525  NAD 27      -  43 11 53.64730(N)    077 57 17.27514(W) AD(       ) 2
 OF2525  NGVD 29 (07/19/86)  181.8    (m)          596.     (f) VERT ANG       
 OF2525
 OF2525.Superseded values are not recommended for survey control.
 OF2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2525.See file dsdata.txt to determine how the superseded data were derived.
 OF2525
 OF2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5995087074(NAD 83)
 OF2525_MARKER: DD = SURVEY DISK
 OF2525_SETTING: 0 = UNSPECIFIED SETTING
 OF2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2525
 OF2525  HISTORY     - Date     Condition        Report By
 OF2525  HISTORY     - 1971     MONUMENTED       NY-055
 OF2525
 OF2525                          STATION DESCRIPTION
 OF2525
 OF2525'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2525'IN SWEDEN, ON THE S. SIDE OF 4TH SECTION RD. (RT 31D) AT
 OF2525'HARTSHORN PLACE.
 OF2525'
 OF2525'19.3 FT S. OF CENTERLINE 4TH SECTION RD.
 OF2525'
 OF2525'11.2 FT E. OF THE CENTERLINE OF HARSHORN PLACE PRODUCED S.
 OF2525'
 OF2525'10.6 FT N.E. OF THE N. POST OF A TRAFFIC SIGN
 OF2525'
 OF2525'110. FT S. OF HOLLEY AZI
 OF2525'
 OF2525'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2525'2500 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST
 OF2525'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0531 ***********************************************************************
 NB0531  DESIGNATION -  2501
 NB0531  PID         -  NB0531
 NB0531  STATE/COUNTY-  NY/SENECA
 NB0531  USGS QUAD   -  SENECA FALLS (1978)
 NB0531
 NB0531                         *CURRENT SURVEY CONTROL
 NB0531  ___________________________________________________________________
 NB0531* NAD 83(1986)-  42 55 08.     (N)    076 47 07.     (W)     SCALED    
 NB0531* NAVD 88     -       135.72   (+/-2cm)     445.3    (feet)  VERTCON   
 NB0531  ___________________________________________________________________
 NB0531  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NB0531
 NB0531  VERT ORDER  -  ? (See Below)
 NB0531
 NB0531.The horizontal coordinates were scaled from a topographic map and have
 NB0531.an estimated accuracy of +/- 6 seconds.
 NB0531
 NB0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0531.The vertical order pertains to the NGVD 29 superseded value.
 NB0531
 NB0531.The geoid height was determined by GEOID03.
 NB0531
 NB0531;                    North         East    Units  Estimated Accuracy
 NB0531;SPC NY C     -   324,180.      233,510.      MT  (+/- 180 meters Scaled)
 NB0531
 NB0531                          SUPERSEDED SURVEY CONTROL
 NB0531
 NB0531  NGVD 29 (??/??/92)  135.888  (m)          445.83   (f) ADJ UNCH    ?  
 NB0531
 NB0531.Superseded values are not recommended for survey control.
 NB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0531.See file dsdata.txt to determine how the superseded data were derived.
 NB0531
 NB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN542533(NAD 83)
 NB0531_MARKER: B = BOLT
 NB0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0531_SP_SET: BRIDGE GIRDER
 NB0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0531
 NB0531  HISTORY     - Date     Condition        Report By
 NB0531  HISTORY     - 1899     MONUMENTED       CORUNI
 NB0531  HISTORY     - 1932     GOOD             NGS
 NB0531  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0531  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0531
 NB0531                          STATION DESCRIPTION
 NB0531
 NB0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0531'1.0 MI NE FROM SENECA FALLS.
 NB0531'ABOUT 1.0 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 NB0531'FROM SENECA FALLS, SENECA COUNTY, AT THE CROSSING OF LAKE ROAD, AND
 NB0531'INSIDE THE SOUTH END OF THE EAST GIRDER. THE TOP OF THE SOUTH ONE OF
 NB0531'TWO ANCHOR BOLTS.
 NB0531
 NB0531                          STATION RECOVERY (1985)
 NB0531
 NB0531'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0531'MARK NOT FOUND.
 NB0531
 NB0531                          STATION RECOVERY (1995)
 NB0531
 NB0531'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2521 ***********************************************************************
 OF2521  DESIGNATION -  2501 MCGS 1971
 OF2521  PID         -  OF2521
 OF2521  STATE/COUNTY-  NY/MONROE
 OF2521  USGS QUAD   -  BROCKPORT (1978)
 OF2521
 OF2521                         *CURRENT SURVEY CONTROL
 OF2521  ___________________________________________________________________
 OF2521* NAD 83(1996)-  43 11 53.82764(N)    077 58 01.81677(W)     ADJUSTED  
 OF2521* NAVD 88     -       192.6    (meters)     632.     (feet)  VERTCON   
 OF2521  ___________________________________________________________________
 OF2521  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 OF2521  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2521
 OF2521  HORZ ORDER  -  SECOND
 OF2521
 OF2521.The horizontal coordinates were established by classical geodetic methods
 OF2521.and adjusted by the National Geodetic Survey in January 1999..
 OF2521
 OF2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2521
 OF2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2521
 OF2521.The geoid height was determined by GEOID03.
 OF2521
 OF2521;                    North         East     Units Scale Factor Converg.
 OF2521;SPC NY W     -   355,381.434   400,077.517   MT  0.99996834   +0 25 18.4
 OF2521;SPC NY W     - 1,165,947.25  1,312,587.65   sFT  0.99996834   +0 25 18.4
 OF2521;UTM  18      - 4,787,109.449   258,922.966   MT  1.00031500   -2 01 55.5
 OF2521;UTM  17      - 4,787,300.835   746,411.884   MT  1.00034700   +2 04 37.5
 OF2521
 OF2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2521!SPC NY W     -   0.99997534  x   0.99996834  =   0.99994368
 OF2521!UTM  18      -   0.99997534  x   1.00031500  =   1.00029033
 OF2521!UTM  17      -   0.99997534  x   1.00034700  =   1.00032233
 OF2521
 OF2521:                Primary Azimuth Mark                     Grid Az
 OF2521:SPC NY W     -  2511                                     000 03 30.6
 OF2521:UTM  18      -  2511                                     002 30 44.5
 OF2521:UTM  17      -  2511                                     358 24 11.5
 OF2521
 OF2521|---------------------------------------------------------------------|
 OF2521| PID    Reference Object                     Distance      Geod. Az  |
 OF2521|                                                           dddmmss.s |
 OF2521| OF2536 2511                                APPROX. 0.5 KM 0002849.0 |
 OF2521| OF2522 4 1 193 NYSDOT 1971                 121.171 METERS 08202     |
 OF2521| OF2525 2500 MCGS 1971                      APPROX. 1.0 KM 0895638.7 |
 OF2521|---------------------------------------------------------------------|
 OF2521
 OF2521                          SUPERSEDED SURVEY CONTROL
 OF2521
 OF2521  NAD 83(1986)-  43 11 53.83428(N)    077 58 01.81555(W) AD(       ) 2
 OF2521  NAD 27      -  43 11 53.61770(N)    077 58 02.76431(W) AD(       ) 2
 OF2521  NGVD 29 (07/19/86)  192.8    (m)          633.     (f) VERT ANG       
 OF2521
 OF2521.Superseded values are not recommended for survey control.
 OF2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2521.See file dsdata.txt to determine how the superseded data were derived.
 OF2521
 OF2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5892387109(NAD 83)
 OF2521_MARKER: DD = SURVEY DISK
 OF2521_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2521
 OF2521  HISTORY     - Date     Condition        Report By
 OF2521  HISTORY     - 1971     MONUMENTED       NY-055
 OF2521  HISTORY     - 1974     GOOD             NY-055
 OF2521  HISTORY     - 1985     GOOD             USPSQD
 OF2521
 OF2521                          STATION DESCRIPTION
 OF2521
 OF2521'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2521'IN SWEDEN, IN THE S.E. CORNER OF THE INTERECTION OF 4TH SECTION RD.
 OF2521'(RT 31D) AND REDMAN RD.
 OF2521'
 OF2521'14.7 FT S. OF CENTERLINE 4TH SECTION RD.
 OF2521'
 OF2521'11.0 FT E. OF CENTERLINE REDMAN RD.
 OF2521'
 OF2521'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2521'2501 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST
 OF2521'IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
 OF2521
 OF2521                          STATION RECOVERY (1974)
 OF2521
 OF2521'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2521'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2521
 OF2521                          STATION RECOVERY (1985)
 OF2521
 OF2521'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 OF2521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2534 ***********************************************************************
 OF2534  DESIGNATION -  2502 MCGS 1971
 OF2534  PID         -  OF2534
 OF2534  STATE/COUNTY-  NY/MONROE
 OF2534  USGS QUAD   -  BROCKPORT (1978)
 OF2534
 OF2534                         *CURRENT SURVEY CONTROL
 OF2534  ___________________________________________________________________
 OF2534* NAD 83(1996)-  43 11 52.48479(N)    077 59 13.61004(W)     ADJUSTED  
 OF2534* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 OF2534  ___________________________________________________________________
 OF2534  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 OF2534  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2534
 OF2534  HORZ ORDER  -  SECOND
 OF2534
 OF2534.The horizontal coordinates were established by classical geodetic methods
 OF2534.and adjusted by the National Geodetic Survey in January 1999..
 OF2534
 OF2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2534
 OF2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2534
 OF2534.The geoid height was determined by GEOID03.
 OF2534
 OF2534;                    North         East     Units Scale Factor Converg.
 OF2534;SPC NY W     -   355,328.257   398,457.010   MT  0.99996637   +0 24 29.3
 OF2534;SPC NY W     - 1,165,772.79  1,307,271.04   sFT  0.99996637   +0 24 29.3
 OF2534;UTM  18      - 4,787,125.709   257,301.096   MT  1.00032465   -2 02 44.7
 OF2534;UTM  17      - 4,787,200.833   744,792.983   MT  1.00033721   +2 03 48.3
 OF2534
 OF2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2534!SPC NY W     -   0.99997601  x   0.99996637  =   0.99994238
 OF2534!UTM  18      -   0.99997601  x   1.00032465  =   1.00030066
 OF2534!UTM  17      -   0.99997601  x   1.00033721  =   1.00031322
 OF2534
 OF2534:                Primary Azimuth Mark                     Grid Az
 OF2534:SPC NY W     -  4 1 197 NYSDOT 1971                      086 02 10.4
 OF2534:UTM  18      -  4 1 197 NYSDOT 1971                      088 29 24.4
 OF2534:UTM  17      -  4 1 197 NYSDOT 1971                      084 22 51.4
 OF2534
 OF2534|---------------------------------------------------------------------|
 OF2534| PID    Reference Object                     Distance      Geod. Az  |
 OF2534|                                                           dddmmss.s |
 OF2534| OF2535 4 1 197 NYSDOT 1971                 404.391 METERS 0862639.7 |
 OF2534| OF2516 768 NYGS 1969 ECC                   APPROX. 0.6 KM 1805056.5 |
 OF2534|---------------------------------------------------------------------|
 OF2534
 OF2534                          SUPERSEDED SURVEY CONTROL
 OF2534
 OF2534  NAD 83(1986)-  43 11 52.49141(N)    077 59 13.60889(W) AD(       ) 2
 OF2534  NAD 27      -  43 11 52.27522(N)    077 59 14.55620(W) AD(       ) 2
 OF2534  NGVD 29 (07/19/86)  188.5    (m)          618.     (f) VERT ANG       
 OF2534
 OF2534.Superseded values are not recommended for survey control.
 OF2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2534.See file dsdata.txt to determine how the superseded data were derived.
 OF2534
 OF2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5730187126(NAD 83)
 OF2534_MARKER: DD = SURVEY DISK
 OF2534_SETTING: 0 = UNSPECIFIED SETTING
 OF2534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2534
 OF2534  HISTORY     - Date     Condition        Report By
 OF2534  HISTORY     - 1971     MONUMENTED       NY-055
 OF2534  HISTORY     - 1987     GOOD             USPSQD
 OF2534
 OF2534                          STATION DESCRIPTION
 OF2534
 OF2534'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2534'IN SWEDEN, IN THE S.E. CORNER OF THE INTERSECTION OF 4TH SECTION
 OF2534'RD. (RT 31D) AND W. SWEDEN ROAD
 OF2534'
 OF2534'11.6 FT E. OF THE CENTER OF W. SWEDEN RD.
 OF2534'
 OF2534'19.0 FT S. OF THE CENTERLINE OF 4TH SECTION RD.
 OF2534'
 OF2534'51.5 FT S. OF A HYDRANT
 OF2534'
 OF2534'41.6 FT N.W. OF POLE, NM 7, 454
 OF2534'
 OF2534'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2534'2502 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST
 OF2534'IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
 OF2534
 OF2534                          STATION RECOVERY (1987)
 OF2534
 OF2534'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 OF2534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1327 ***********************************************************************
 NB1327  DESIGNATION -  25.03
 NB1327  PID         -  NB1327
 NB1327  STATE/COUNTY-  NY/GENESEE
 NB1327  USGS QUAD   -  LE ROY (1976)
 NB1327
 NB1327                         *CURRENT SURVEY CONTROL
 NB1327  ___________________________________________________________________
 NB1327* NAD 83(1986)-  42 58 58.     (N)    077 59 23.     (W)     SCALED    
 NB1327* NAVD 88     -       264.697  (meters)     868.43   (feet)  ADJUSTED  
 NB1327  ___________________________________________________________________
 NB1327  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 NB1327  DYNAMIC HT  -         264.629 (meters)     868.20  (feet)  COMP
 NB1327  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 NB1327
 NB1327  VERT ORDER  -  SECOND    CLASS 0
 NB1327
 NB1327.The horizontal coordinates were scaled from a topographic map and have
 NB1327.an estimated accuracy of +/- 6 seconds.
 NB1327
 NB1327.The orthometric height was determined by differential leveling
 NB1327.and adjusted by the National Geodetic Survey in June 1991..
 NB1327
 NB1327.The geoid height was determined by GEOID03.
 NB1327
 NB1327.The dynamic height is computed by dividing the NAVD 88
 NB1327.geopotential number by the normal gravity value computed on the
 NB1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1327.degrees latitude (g = 980.6199 gals.).
 NB1327
 NB1327.The modeled gravity was interpolated from observed gravity values.
 NB1327
 NB1327;                    North         East    Units  Estimated Accuracy
 NB1327;SPC NY W     -   331,430.      398,410.      MT  (+/- 180 meters Scaled)
 NB1327
 NB1327                          SUPERSEDED SURVEY CONTROL
 NB1327
 NB1327  NGVD 29 (??/??/??)  264.96   (m)          869.3    (f) RESET       3  
 NB1327
 NB1327.Superseded values are not recommended for survey control.
 NB1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1327.See file dsdata.txt to determine how the superseded data were derived.
 NB1327
 NB1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN562632(NAD 83)
 NB1327_MARKER: Z = SEE DESCRIPTION
 NB1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1327_SP_SET: BRIDGE
 NB1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1327
 NB1327  HISTORY     - Date     Condition        Report By
 NB1327  HISTORY     - UNK      MONUMENTED       BORR
 NB1327  HISTORY     - 1935     POOR             NGS
 NB1327
 NB1327                          STATION DESCRIPTION
 NB1327
 NB1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1327'6.7 MI SW FROM MUMFORD.
 NB1327'ON BRIDGE 25.03 ON BACKWALL OF NORTH ABUTMENT, ON LEFT SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0530 ***********************************************************************
 NB0530  DESIGNATION -  2503
 NB0530  PID         -  NB0530
 NB0530  STATE/COUNTY-  NY/SENECA
 NB0530  USGS QUAD   -  SENECA FALLS (1978)
 NB0530
 NB0530                         *CURRENT SURVEY CONTROL
 NB0530  ___________________________________________________________________
 NB0530* NAD 83(1986)-  42 56 15.     (N)    076 45 37.     (W)     SCALED    
 NB0530* NAVD 88     -       121.266  (meters)     397.85   (feet)  ADJUSTED  
 NB0530  ___________________________________________________________________
 NB0530  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NB0530  DYNAMIC HT  -         121.235 (meters)     397.75  (feet)  COMP
 NB0530  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 NB0530
 NB0530  VERT ORDER  -  SECOND    CLASS 0
 NB0530
 NB0530.The horizontal coordinates were scaled from a topographic map and have
 NB0530.an estimated accuracy of +/- 6 seconds.
 NB0530
 NB0530.The orthometric height was determined by differential leveling
 NB0530.and adjusted by the National Geodetic Survey in June 1991..
 NB0530
 NB0530.The geoid height was determined by GEOID03.
 NB0530
 NB0530.The dynamic height is computed by dividing the NAVD 88
 NB0530.geopotential number by the normal gravity value computed on the
 NB0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0530.degrees latitude (g = 980.6199 gals.).
 NB0530
 NB0530.The modeled gravity was interpolated from observed gravity values.
 NB0530
 NB0530;                    North         East    Units  Estimated Accuracy
 NB0530;SPC NY C     -   326,240.      235,560.      MT  (+/- 180 meters Scaled)
 NB0530
 NB0530                          SUPERSEDED SURVEY CONTROL
 NB0530
 NB0530  NGVD 29 (??/??/92)  121.446  (m)          398.44   (f) ADJ UNCH    2 0
 NB0530
 NB0530.Superseded values are not recommended for survey control.
 NB0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0530.See file dsdata.txt to determine how the superseded data were derived.
 NB0530
 NB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN563553(NAD 83)
 NB0530_MARKER: Q = CHISELED SQUARE
 NB0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0530_SP_SET: CONCRETE BASE
 NB0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0530
 NB0530  HISTORY     - Date     Condition        Report By
 NB0530  HISTORY     - 1899     MONUMENTED       CORUNI
 NB0530  HISTORY     - 1942     GOOD             NGS
 NB0530  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0530
 NB0530                          STATION DESCRIPTION
 NB0530
 NB0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0530'3.0 MI NE FROM SENECA FALLS.
 NB0530'TO REACH FROM THE STATION AT SENECA FALLS, PROCEED 3.0 MILES
 NB0530'NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD TO THE CROSSING OF
 NB0530'STATE HIGHWAY NO. 89 AND SITE OF BENCH MARK. BENCH MARK IS A CHISELED
 NB0530'SQUARE IN THE SOUTHWEST CORNER OF A CONCRETE BASE OF AN ABANDONED
 NB0530'SIGNAL TOWER. IT IS 75.0 FEET WEST OF THE CENTERLINE OF STATE
 NB0530'HIGHWAY NO. 89 AND 9.0 FEET NORTH OF AND LEVEL WITH THE CENTERLINE
 NB0530'OF TRACK.
 NB0530
 NB0530                          STATION RECOVERY (1985)
 NB0530
 NB0530'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0525 ***********************************************************************
 NB0525  DESIGNATION -  2504
 NB0525  PID         -  NB0525
 NB0525  STATE/COUNTY-  NY/SENECA
 NB0525  USGS QUAD   -  CAYUGA (1954)
 NB0525
 NB0525                         *CURRENT SURVEY CONTROL
 NB0525  ___________________________________________________________________
 NB0525* NAD 83(1986)-  42 55 44.     (N)    076 44 41.     (W)     SCALED    
 NB0525* NAVD 88     -       118.223  (meters)     387.87   (feet)  ADJUSTED  
 NB0525  ___________________________________________________________________
 NB0525  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NB0525  DYNAMIC HT  -         118.192 (meters)     387.77  (feet)  COMP
 NB0525  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 NB0525
 NB0525  VERT ORDER  -  FIRST     CLASS II
 NB0525
 NB0525.The horizontal coordinates were scaled from a topographic map and have
 NB0525.an estimated accuracy of +/- 6 seconds.
 NB0525
 NB0525.The orthometric height was determined by differential leveling
 NB0525.and adjusted by the National Geodetic Survey in June 1991..
 NB0525
 NB0525.The geoid height was determined by GEOID03.
 NB0525
 NB0525.The dynamic height is computed by dividing the NAVD 88
 NB0525.geopotential number by the normal gravity value computed on the
 NB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0525.degrees latitude (g = 980.6199 gals.).
 NB0525
 NB0525.The modeled gravity was interpolated from observed gravity values.
 NB0525
 NB0525;                    North         East    Units  Estimated Accuracy
 NB0525;SPC NY C     -   325,280.      236,830.      MT  (+/- 180 meters Scaled)
 NB0525
 NB0525                          SUPERSEDED SURVEY CONTROL
 NB0525
 NB0525  NGVD 29 (??/??/92)  118.386  (m)          388.40   (f) ADJ UNCH    1 2
 NB0525
 NB0525.Superseded values are not recommended for survey control.
 NB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0525.See file dsdata.txt to determine how the superseded data were derived.
 NB0525
 NB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN576543(NAD 83)
 NB0525_MARKER: X = CHISELED CROSS
 NB0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0525_SP_SET: BRIDGE
 NB0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0525
 NB0525  HISTORY     - Date     Condition        Report By
 NB0525  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0525  HISTORY     - 1942     GOOD             NGS
 NB0525
 NB0525                          STATION DESCRIPTION
 NB0525
 NB0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0525'1.0 MI NW FROM CAYUGA.
 NB0525'TO REACH FROM THE STATION AT CAYUGA, PROCEED 1.0 MILE NORTHWEST ALONG
 NB0525'THE NEW YORK CENTRAL RAILROAD TO RAILROAD BRIDGE NO. A 39 AND MILE
 NB0525'POST NO. 38 AND SITE OF BENCH MARK. BENCH MARK IS A CHISELED CROSS
 NB0525'IN THE TOP OF THE SOUTH EAST ABUTMENT, 6.0 FEET NORTHEAST OF THE
 NB0525'CENTERLINE OF TRACK, AND 1.0 FOOT SOUTH OF BRIDGE BANNISTER. NOTE--
 NB0525'THIS BENCH MARK IS ABOUT 4.0 MILES FROM RAILROAD STATION AT SENECA
 NB0525'FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2518 ***********************************************************************
 OF2518  DESIGNATION -  2504 MCGS 1971
 OF2518  PID         -  OF2518
 OF2518  STATE/COUNTY-  NY/MONROE
 OF2518  USGS QUAD   -  BROCKPORT (1978)
 OF2518
 OF2518                         *CURRENT SURVEY CONTROL
 OF2518  ___________________________________________________________________
 OF2518* NAD 83(1996)-  43 10 35.48979(N)    077 58 32.90733(W)     ADJUSTED  
 OF2518* NAVD 88     -       203.9    (meters)     669.     (feet)  VERTCON   
 OF2518  ___________________________________________________________________
 OF2518  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 OF2518  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2518
 OF2518  HORZ ORDER  -  SECOND
 OF2518
 OF2518.The horizontal coordinates were established by classical geodetic methods
 OF2518.and adjusted by the National Geodetic Survey in January 1999..
 OF2518
 OF2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2518
 OF2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2518
 OF2518.The geoid height was determined by GEOID03.
 OF2518
 OF2518;                    North         East     Units Scale Factor Converg.
 OF2518;SPC NY W     -   352,958.931   399,393.161   MT  0.99996750   +0 24 56.5
 OF2518;SPC NY W     - 1,157,999.43  1,310,342.40   sFT  0.99996750   +0 24 56.5
 OF2518;UTM  18      - 4,784,717.626   258,135.263   MT  1.00031968   -2 02 13.8
 OF2518;UTM  17      - 4,784,858.657   745,797.545   MT  1.00034328   +2 04 13.2
 OF2518
 OF2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2518!SPC NY W     -   0.99997356  x   0.99996750  =   0.99994106
 OF2518!UTM  18      -   0.99997356  x   1.00031968  =   1.00029323
 OF2518!UTM  17      -   0.99997356  x   1.00034328  =   1.00031683
 OF2518
 OF2518:                Primary Azimuth Mark                     Grid Az
 OF2518:SPC NY W     -  TT 74K USGS 1930                         267 34 01.6
 OF2518:UTM  18      -  TT 74K USGS 1930                         270 01 11.9
 OF2518:UTM  17      -  TT 74K USGS 1930                         265 54 44.9
 OF2518
 OF2518|---------------------------------------------------------------------|
 OF2518| PID    Reference Object                     Distance      Geod. Az  |
 OF2518|                                                           dddmmss.s |
 OF2518| OF2533 TT 74K USGS 1930                    APPROX. 0.9 KM 2675858.1 |
 OF2518|---------------------------------------------------------------------|
 OF2518
 OF2518                          SUPERSEDED SURVEY CONTROL
 OF2518
 OF2518  NAD 83(1986)-  43 10 35.49642(N)    077 58 32.90606(W) AD(       ) 2
 OF2518  NAD 27      -  43 10 35.27947(N)    077 58 33.85506(W) AD(       ) 2
 OF2518  NGVD 29 (07/19/86)  204.1    (m)          670.     (f) VERT ANG       
 OF2518
 OF2518.Superseded values are not recommended for survey control.
 OF2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2518.See file dsdata.txt to determine how the superseded data were derived.
 OF2518
 OF2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5813584718(NAD 83)
 OF2518_MARKER: DD = SURVEY DISK
 OF2518_SETTING: 0 = UNSPECIFIED SETTING
 OF2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2518
 OF2518  HISTORY     - Date     Condition        Report By
 OF2518  HISTORY     - 1971     MONUMENTED       NY-055
 OF2518
 OF2518                          STATION DESCRIPTION
 OF2518
 OF2518'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2518'IN SWEDEN, ON THE N. SIDE OF WHITE RD., 0.57 MI. E. OF W. SWEDEN RD.
 OF2518'
 OF2518'0.67 MI. W. OF REDMAN RD.
 OF2518'
 OF2518'11.2 FT N. OF CENTERLINE WHITE RD.
 OF2518'
 OF2518'31.2 FT E. OF POLE, NLO 40
 OF2518'
 OF2518'1.0 FT W. OF W. RANGELINE
 OF2518'
 OF2518'97.0 FT S. OF SW CORNER AND
 OF2518'
 OF2518'101.0 FT S.W. OF S.E. CORNER OF HOUSE NO. 660
 OF2518'
 OF2518'6.0 FT S. OF A MONROE COUNTY WITNESS POST
 OF2518'
 OF2518'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2518'2504 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A CAST
 OF2518'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2520 ***********************************************************************
 OF2520  DESIGNATION -  2505 MCGS 1971
 OF2520  PID         -  OF2520
 OF2520  STATE/COUNTY-  NY/MONROE
 OF2520  USGS QUAD   -  BROCKPORT (1978)
 OF2520
 OF2520                         *CURRENT SURVEY CONTROL
 OF2520  ___________________________________________________________________
 OF2520* NAD 83(1996)-  43 10 35.90002(N)    077 58 05.24310(W)     ADJUSTED  
 OF2520* NAVD 88     -       205.3    (meters)     674.     (feet)  VERTCON   
 OF2520  ___________________________________________________________________
 OF2520  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 OF2520  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2520
 OF2520  HORZ ORDER  -  SECOND
 OF2520
 OF2520.The horizontal coordinates were established by classical geodetic methods
 OF2520.and adjusted by the National Geodetic Survey in January 1999..
 OF2520
 OF2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2520
 OF2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2520
 OF2520.The geoid height was determined by GEOID03.
 OF2520
 OF2520;                    North         East     Units Scale Factor Converg.
 OF2520;SPC NY W     -   352,976.151   400,017.836   MT  0.99996826   +0 25 15.5
 OF2520;SPC NY W     - 1,158,055.92  1,312,391.85   sFT  0.99996826   +0 25 15.5
 OF2520;UTM  18      - 4,784,708.093   258,760.322   MT  1.00031597   -2 01 54.9
 OF2520;UTM  17      - 4,784,893.921   746,421.698   MT  1.00034706   +2 04 32.2
 OF2520
 OF2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2520!SPC NY W     -   0.99997334  x   0.99996826  =   0.99994160
 OF2520!UTM  18      -   0.99997334  x   1.00031597  =   1.00028930
 OF2520!UTM  17      -   0.99997334  x   1.00034706  =   1.00032039
 OF2520
 OF2520:                Primary Azimuth Mark                     Grid Az
 OF2520:SPC NY W     -  2504 MCGS 1971                           268 25 15.2
 OF2520:UTM  18      -  2504 MCGS 1971                           270 52 25.6
 OF2520:UTM  17      -  2504 MCGS 1971                           266 45 58.5
 OF2520
 OF2520|---------------------------------------------------------------------|
 OF2520| PID    Reference Object                     Distance      Geod. Az  |
 OF2520|                                                           dddmmss.s |
 OF2520| OF2518 2504 MCGS 1971                      APPROX. 0.6 KM 2685030.7 |
 OF2520|---------------------------------------------------------------------|
 OF2520
 OF2520                          SUPERSEDED SURVEY CONTROL
 OF2520
 OF2520  NAD 83(1986)-  43 10 35.90668(N)    077 58 05.24181(W) AD(       ) 2
 OF2520  NAD 27      -  43 10 35.68963(N)    077 58 06.19182(W) AD(       ) 2
 OF2520  NGVD 29 (07/19/86)  205.5    (m)          674.     (f) VERT ANG       
 OF2520
 OF2520.Superseded values are not recommended for survey control.
 OF2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2520.See file dsdata.txt to determine how the superseded data were derived.
 OF2520
 OF2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5876084708(NAD 83)
 OF2520_MARKER: DD = SURVEY DISK
 OF2520_SETTING: 0 = UNSPECIFIED SETTING
 OF2520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2520
 OF2520  HISTORY     - Date     Condition        Report By
 OF2520  HISTORY     - 1971     MONUMENTED       NY-055
 OF2520
 OF2520                          STATION DESCRIPTION
 OF2520
 OF2520'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2520'IN SWEDEN, ON THE N. SIDE OF WHITE RD., 0.28 MI. W. OF REDMAN RD.,
 OF2520'
 OF2520'1.0 MI. E. OF W. SWEDEN RD.
 OF2520'
 OF2520'11.7 FT N. OF CENTERLINE WHITE ROAD
 OF2520'
 OF2520'99.0 FT S.E. OF S.W. CORNER
 OF2520'
 OF2520'71.7 S.E. OF S.W. CORNER OF HOUSE NO. 500
 OF2520'
 OF2520'53.8 S.W. OF POLE, WNYV
 OF2520'
 OF2520'64.8 FT N.E. OF POLE, RTC 11
 OF2520'
 OF2520'ON THE W. RANGELINE OF HOUSE NO. 495
 OF2520'
 OF2520'7.7 FT S. OF A MONROE COUNTY WITNESS POST.
 OF2520'
 OF2520'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2520'2505 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A CAST
 OF2520'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1594 ***********************************************************************
 LX1594  DESIGNATION -  250.6
 LX1594  PID         -  LX1594
 LX1594  STATE/COUNTY-  NY/DUTCHESS
 LX1594  USGS QUAD   -  HOPEWELL JUNCTION (1981)
 LX1594
 LX1594                         *CURRENT SURVEY CONTROL
 LX1594  ___________________________________________________________________
 LX1594* NAD 83(1986)-  41 35 03.     (N)    073 48 31.     (W)     SCALED    
 LX1594* NAVD 88     -        76.044  (meters)     249.49   (feet)  ADJUSTED  
 LX1594  ___________________________________________________________________
 LX1594  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX1594  DYNAMIC HT  -          76.016 (meters)     249.40  (feet)  COMP
 LX1594  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 LX1594
 LX1594  VERT ORDER  -  SECOND    CLASS 0
 LX1594
 LX1594.The horizontal coordinates were scaled from a topographic map and have
 LX1594.an estimated accuracy of +/- 6 seconds.
 LX1594
 LX1594.The orthometric height was determined by differential leveling
 LX1594.and adjusted by the National Geodetic Survey in June 1991..
 LX1594
 LX1594.The geoid height was determined by GEOID03.
 LX1594
 LX1594.The dynamic height is computed by dividing the NAVD 88
 LX1594.geopotential number by the normal gravity value computed on the
 LX1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1594.degrees latitude (g = 980.6199 gals.).
 LX1594
 LX1594.The modeled gravity was interpolated from observed gravity values.
 LX1594
 LX1594;                    North         East    Units  Estimated Accuracy
 LX1594;SPC NY E     -   305,650.      207,650.      MT  (+/- 180 meters Scaled)
 LX1594
 LX1594                          SUPERSEDED SURVEY CONTROL
 LX1594
 LX1594  NGVD 29 (??/??/92)   76.296  (m)          250.31   (f) ADJ UNCH    2 0
 LX1594
 LX1594.Superseded values are not recommended for survey control.
 LX1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1594.See file dsdata.txt to determine how the superseded data were derived.
 LX1594
 LX1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM993042(NAD 83)
 LX1594_MARKER: Q = CHISELED SQUARE
 LX1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1594_SP_SET: BRIDGE
 LX1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1594
 LX1594  HISTORY     - Date     Condition        Report By
 LX1594  HISTORY     - UNK      MONUMENTED       USGS
 LX1594  HISTORY     - 1935     GOOD             NGS
 LX1594
 LX1594                          STATION DESCRIPTION
 LX1594
 LX1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1594'AT HOPEWELL JUNCTION.
 LX1594'AT HOPEWELL JUNCTION, DUTCHESS COUNTY, 45 FEET NORTHEAST OF THE
 LX1594'CENTER OF THE CROSSING OF RAILROAD AVENUE AND BRIDGE STREET, AT
 LX1594'THE SOUTHEAST CORNER OF HOPEWELL INN, AND ON THE TOP OF THE
 LX1594'EAST END OF A RETAINING WALL.  A CHISELED SQUARE, FLANKED
 LX1594'BY THE LETTERS U.S.B.M. 250.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2523 ***********************************************************************
 OF2523  DESIGNATION -  2506 MCGS 1971
 OF2523  PID         -  OF2523
 OF2523  STATE/COUNTY-  NY/MONROE
 OF2523  USGS QUAD   -  BROCKPORT (1978)
 OF2523
 OF2523                         *CURRENT SURVEY CONTROL
 OF2523  ___________________________________________________________________
 OF2523* NAD 83(1996)-  43 10 35.93928(N)    077 57 44.79289(W)     ADJUSTED  
 OF2523* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 OF2523  ___________________________________________________________________
 OF2523  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 OF2523  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2523
 OF2523  HORZ ORDER  -  SECOND
 OF2523
 OF2523.The horizontal coordinates were established by classical geodetic methods
 OF2523.and adjusted by the National Geodetic Survey in January 1999..
 OF2523
 OF2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2523
 OF2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2523
 OF2523.The geoid height was determined by GEOID03.
 OF2523
 OF2523;                    North         East     Units Scale Factor Converg.
 OF2523;SPC NY W     -   352,980.772   400,479.674   MT  0.99996884   +0 25 29.5
 OF2523;SPC NY W     - 1,158,071.08  1,313,907.06   sFT  0.99996884   +0 25 29.5
 OF2523;UTM  18      - 4,784,692.938   259,222.094   MT  1.00031323   -2 01 40.9
 OF2523;UTM  17      - 4,784,911.882   746,883.385   MT  1.00034986   +2 04 46.2
 OF2523
 OF2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2523!SPC NY W     -   0.99997404  x   0.99996884  =   0.99994289
 OF2523!UTM  18      -   0.99997404  x   1.00031323  =   1.00028727
 OF2523!UTM  17      -   0.99997404  x   1.00034986  =   1.00032390
 OF2523
 OF2523:                Primary Azimuth Mark                     Grid Az
 OF2523:SPC NY W     -  2505 MCGS 1971                           269 25 36.4
 OF2523:UTM  18      -  2505 MCGS 1971                           271 52 46.8
 OF2523:UTM  17      -  2505 MCGS 1971                           267 46 19.7
 OF2523
 OF2523|---------------------------------------------------------------------|
 OF2523| PID    Reference Object                     Distance      Geod. Az  |
 OF2523|                                                           dddmmss.s |
 OF2523| OF2520 2505 MCGS 1971                      461.875 METERS 2695105.9 |
 OF2523|---------------------------------------------------------------------|
 OF2523
 OF2523                          SUPERSEDED SURVEY CONTROL
 OF2523
 OF2523  NAD 83(1986)-  43 10 35.94595(N)    077 57 44.79159(W) AD(       ) 2
 OF2523  NAD 27      -  43 10 35.72881(N)    077 57 45.74236(W) AD(       ) 2
 OF2523  NGVD 29 (07/19/86)  201.0    (m)          659.     (f) VERT ANG       
 OF2523
 OF2523.Superseded values are not recommended for survey control.
 OF2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2523.See file dsdata.txt to determine how the superseded data were derived.
 OF2523
 OF2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5922284693(NAD 83)
 OF2523_MARKER: DD = SURVEY DISK
 OF2523_SETTING: 0 = UNSPECIFIED SETTING
 OF2523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2523
 OF2523  HISTORY     - Date     Condition        Report By
 OF2523  HISTORY     - 1971     MONUMENTED       NY-055
 OF2523
 OF2523                          STATION DESCRIPTION
 OF2523
 OF2523'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2523'IN SWEDEN, IN THE N.W. CORNER OF THE INTERSECTION OF REDMAN RD. AND
 OF2523'WHITE ROAD
 OF2523'
 OF2523'11.2 FT W. OF THE CENTERLINE REDMAN RD.
 OF2523'
 OF2523'11.2 FT N. OF THE CENTERLINE WHITE RD.
 OF2523'
 OF2523'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2523'2506 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST
 OF2523'IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2527 ***********************************************************************
 OF2527  DESIGNATION -  2507 MCGS 1971
 OF2527  PID         -  OF2527
 OF2527  STATE/COUNTY-  NY/MONROE
 OF2527  USGS QUAD   -  BROCKPORT (1978)
 OF2527
 OF2527                         *CURRENT SURVEY CONTROL
 OF2527  ___________________________________________________________________
 OF2527* NAD 83(1996)-  43 10 35.84590(N)    077 56 59.66007(W)     ADJUSTED  
 OF2527* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 OF2527  ___________________________________________________________________
 OF2527  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OF2527  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2527
 OF2527  HORZ ORDER  -  SECOND
 OF2527
 OF2527.The horizontal coordinates were established by classical geodetic methods
 OF2527.and adjusted by the National Geodetic Survey in January 1999..
 OF2527
 OF2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2527
 OF2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2527
 OF2527.The geoid height was determined by GEOID03.
 OF2527
 OF2527;                    North         East     Units Scale Factor Converg.
 OF2527;SPC NY W     -   352,985.525   401,498.973   MT  0.99997011   +0 26 00.4
 OF2527;SPC NY W     - 1,158,086.68  1,317,251.21   sFT  0.99997011   +0 26 00.4
 OF2527;UTM  18      - 4,784,654.050   260,241.009   MT  1.00030720   -2 01 10.0
 OF2527;UTM  17      - 4,784,946.078   747,902.513   MT  1.00035607   +2 05 17.1
 OF2527
 OF2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2527!SPC NY W     -   0.99997405  x   0.99997011  =   0.99994416
 OF2527!UTM  18      -   0.99997405  x   1.00030720  =   1.00028124
 OF2527!UTM  17      -   0.99997405  x   1.00035607  =   1.00033011
 OF2527
 OF2527|---------------------------------------------------------------------|
 OF2527| PID    Reference Object                     Distance      Geod. Az  |
 OF2527|                                                           dddmmss.s |
 OF2527| OF2529 2508 MCGS 1971                      399.965 METERS 08948     |
 OF2527| OF2523 2506 MCGS 1971                      APPROX. 1.0 KM 2700958.6 |
 OF2527|---------------------------------------------------------------------|
 OF2527
 OF2527                          SUPERSEDED SURVEY CONTROL
 OF2527
 OF2527  NAD 83(1986)-  43 10 35.85261(N)    077 56 59.65876(W) AD(       ) 2
 OF2527  NAD 27      -  43 10 35.63520(N)    077 57 00.61112(W) AD(       ) 2
 OF2527  NGVD 29 (07/19/86)  201.0    (m)          659.     (f) VERT ANG       
 OF2527
 OF2527.Superseded values are not recommended for survey control.
 OF2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2527.See file dsdata.txt to determine how the superseded data were derived.
 OF2527
 OF2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6024184654(NAD 83)
 OF2527_MARKER: DD = SURVEY DISK
 OF2527_SETTING: 0 = UNSPECIFIED SETTING
 OF2527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2527
 OF2527  HISTORY     - Date     Condition        Report By
 OF2527  HISTORY     - 1971     MONUMENTED       NY-055
 OF2527
 OF2527                          STATION DESCRIPTION
 OF2527
 OF2527'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2527'IN SWEDEN, ON THE S. SIDE OF WHITE RD., 0.25 MI. W. OF LAKE RD.
 OF2527'(RT. 19), 0.6 MI. E. OF REDMAN RD.
 OF2527'
 OF2527'11.0 FT S. OF THE CENTERLINE OF WHITE ROAD
 OF2527'
 OF2527'9.3 FT E. OF THE E. RANGELINE
 OF2527'
 OF2527'135.5 S.E. OF THE S.W. CORNER AND
 OF2527'
 OF2527'113.5 S. OF THE S.E. CORNER OF HOUSE NO. 82
 OF2527'
 OF2527'57.0 FT S.E. OF A HYDRANT
 OF2527'
 OF2527'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2527'2507 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A CAST
 OF2527'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2529 ***********************************************************************
 OF2529  DESIGNATION -  2508 MCGS 1971
 OF2529  PID         -  OF2529
 OF2529  STATE/COUNTY-  NY/MONROE
 OF2529  USGS QUAD   -  BROCKPORT (1978)
 OF2529
 OF2529                         *CURRENT SURVEY CONTROL
 OF2529  ___________________________________________________________________
 OF2529* NAD 83(1996)-  43 10 35.89107(N)    077 56 41.95108(W)     ADJUSTED  
 OF2529* NAVD 88     -       201.5    (meters)     661.     (feet)  VERTCON   
 OF2529  ___________________________________________________________________
 OF2529  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 OF2529  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF2529
 OF2529  HORZ ORDER  -  SECOND
 OF2529
 OF2529.The horizontal coordinates were established by classical geodetic methods
 OF2529.and adjusted by the National Geodetic Survey in January 1999..
 OF2529
 OF2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2529
 OF2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2529
 OF2529.The geoid height was determined by GEOID03.
 OF2529
 OF2529;                    North         East     Units Scale Factor Converg.
 OF2529;SPC NY W     -   352,989.956   401,898.902   MT  0.99997062   +0 26 12.5
 OF2529;SPC NY W     - 1,158,101.21  1,318,563.31   sFT  0.99997062   +0 26 12.5
 OF2529;UTM  18      - 4,784,641.357   260,640.895   MT  1.00030485   -2 00 57.8
 OF2529;UTM  17      - 4,784,962.062   748,302.301   MT  1.00035851   +2 05 29.2
 OF2529
 OF2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2529!SPC NY W     -   0.99997394  x   0.99997062  =   0.99994456
 OF2529!UTM  18      -   0.99997394  x   1.00030485  =   1.00027878
 OF2529!UTM  17      -   0.99997394  x   1.00035851  =   1.00033244
 OF2529
 OF2529:                Primary Azimuth Mark                     Grid Az
 OF2529:SPC NY W     -  2509 MCGS 1971                           000 59 49.4
 OF2529:UTM  18      -  2509 MCGS 1971                           003 26 59.7
 OF2529:UTM  17      -  2509 MCGS 1971                           359 20 32.7
 OF2529
 OF2529|---------------------------------------------------------------------|
 OF2529| PID    Reference Object                     Distance      Geod. Az  |
 OF2529|                                                           dddmmss.s |
 OF2529| OF2531 2509 MCGS 1971                      410.884 METERS 0012601.9 |
 OF2529| OF2527 2507 MCGS 1971                      399.965 METERS 26948     |
 OF2529|---------------------------------------------------------------------|
 OF2529
 OF2529                          SUPERSEDED SURVEY CONTROL
 OF2529
 OF2529  NAD 83(1986)-  43 10 35.89779(N)    077 56 41.94975(W) AD(       ) 2
 OF2529  NAD 27      -  43 10 35.68025(N)    077 56 42.90279(W) AD(       ) 2
 OF2529  NGVD 29 (07/19/86)  201.7    (m)          662.     (f) VERT ANG       
 OF2529
 OF2529.Superseded values are not recommended for survey control.
 OF2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2529.See file dsdata.txt to determine how the superseded data were derived.
 OF2529
 OF2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6064184641(NAD 83)
 OF2529_MARKER: DD = SURVEY DISK
 OF2529_SETTING: 0 = UNSPECIFIED SETTING
 OF2529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2529
 OF2529  HISTORY     - Date     Condition        Report By
 OF2529  HISTORY     - 1971     MONUMENTED       NY-055
 OF2529
 OF2529                          STATION DESCRIPTION
 OF2529
 OF2529'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2529'IN SWEDEN, IN THE S.W. CORNER OF THE INTERSECTION OF LAKE RD. (RT
 OF2529'19) AND WHITE ROAD.
 OF2529'
 OF2529'39.5 FT W. OF CENTERLINE LAKE ROAD
 OF2529'
 OF2529'13.8 FT S. OF CENTERLINE WHITE ROAD
 OF2529'
 OF2529'114 FT NNE OF STATION 4-1-134 (NYDT  )
 OF2529'
 OF2529'33.0 FT N.E. OF POLE, RTC 1, NM 79-2
 OF2529'
 OF2529'19.8 FT N.E. OF A MONROE COUNTY WITNESS POST.
 OF2529'
 OF2529'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 2508
 OF2529'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST IRON
 OF2529'FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2531 ***********************************************************************
 OF2531  DESIGNATION -  2509 MCGS 1971
 OF2531  PID         -  OF2531
 OF2531  STATE/COUNTY-  NY/MONROE
 OF2531  USGS QUAD   -  BROCKPORT (1978)
 OF2531
 OF2531                         *CURRENT SURVEY CONTROL
 OF2531  ___________________________________________________________________
 OF2531* NAD 83(1996)-  43 10 49.20132(N)    077 56 41.49582(W)     ADJUSTED  
 OF2531* NAVD 88     -       202.0    (meters)     663.     (feet)  VERTCON   
 OF2531  ___________________________________________________________________
 OF2531  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 OF2531  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2531
 OF2531  HORZ ORDER  -  SECOND
 OF2531
 OF2531.The horizontal coordinates were established by classical geodetic methods
 OF2531.and adjusted by the National Geodetic Survey in January 1999..
 OF2531
 OF2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2531
 OF2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2531
 OF2531.The geoid height was determined by GEOID03.
 OF2531
 OF2531;                    North         East     Units Scale Factor Converg.
 OF2531;SPC NY W     -   353,400.766   401,906.051   MT  0.99997063   +0 26 12.9
 OF2531;SPC NY W     - 1,159,449.01  1,318,586.77   sFT  0.99997063   +0 26 12.9
 OF2531;UTM  18      - 4,785,051.621   260,665.629   MT  1.00030470   -2 00 58.0
 OF2531;UTM  17      - 4,785,373.066   748,297.583   MT  1.00035848   +2 05 30.1
 OF2531
 OF2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2531!SPC NY W     -   0.99997386  x   0.99997063  =   0.99994449
 OF2531!UTM  18      -   0.99997386  x   1.00030470  =   1.00027855
 OF2531!UTM  17      -   0.99997386  x   1.00035848  =   1.00033233
 OF2531
 OF2531:                Primary Azimuth Mark                     Grid Az
 OF2531:SPC NY W     -  755 8 MCGS 1969                          003 41 35.5
 OF2531:UTM  18      -  755 8 MCGS 1969                          006 08 46.4
 OF2531:UTM  17      -  755 8 MCGS 1969                          002 02 18.3
 OF2531
 OF2531|---------------------------------------------------------------------|
 OF2531| PID    Reference Object                     Distance      Geod. Az  |
 OF2531|                                                           dddmmss.s |
 OF2531| OF2511 755 8 MCGS 1969                     406.128 METERS 0040748.4 |
 OF2531| OF2529 2508 MCGS 1971                      410.884 METERS 1812602.2 |
 OF2531|---------------------------------------------------------------------|
 OF2531
 OF2531                          SUPERSEDED SURVEY CONTROL
 OF2531
 OF2531  NAD 83(1986)-  43 10 49.20805(N)    077 56 41.49450(W) AD(       ) 2
 OF2531  NAD 27      -  43 10 48.99058(N)    077 56 42.44735(W) AD(       ) 2
 OF2531  NGVD 29 (07/19/86)  202.2    (m)          663.     (f) VERT ANG       
 OF2531
 OF2531.Superseded values are not recommended for survey control.
 OF2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2531.See file dsdata.txt to determine how the superseded data were derived.
 OF2531
 OF2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6066685052(NAD 83)
 OF2531_MARKER: DD = SURVEY DISK
 OF2531_SETTING: 0 = UNSPECIFIED SETTING
 OF2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2531
 OF2531  HISTORY     - Date     Condition        Report By
 OF2531  HISTORY     - 1971     MONUMENTED       NY-055
 OF2531
 OF2531                          STATION DESCRIPTION
 OF2531
 OF2531'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2531'IN SWEDEN, ON THE W. SIDE OF LAKE ROAD (RT. 19) AT COLBY ST.
 OF2531'
 OF2531'15.7 W. OF CENTERLINE LAKE RD.
 OF2531'
 OF2531'4.7 FT N. OF CENTERLINE OF COLBY ST. PRODUCED W.
 OF2531'
 OF2531'5.4 N.E. OF POLE, NM 1/2, 1
 OF2531'
 OF2531'11.5 S.S.E. OF A MONROE COUNTY WITNESS POST
 OF2531'
 OF2531'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 2509
 OF2531'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST IRON
 OF2531'FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1552 ***********************************************************************
 NB1552  DESIGNATION -  2510
 NB1552  PID         -  NB1552
 NB1552  STATE/COUNTY-  NY/SENECA
 NB1552  USGS QUAD   -  SENECA FALLS (1978)
 NB1552
 NB1552                         *CURRENT SURVEY CONTROL
 NB1552  ___________________________________________________________________
 NB1552* NAD 83(1986)-  42 54 32.     (N)    076 47 46.     (W)     SCALED    
 NB1552* NAVD 88     -       131.669  (meters)     431.98   (feet)  ADJUSTED  
 NB1552  ___________________________________________________________________
 NB1552  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NB1552  DYNAMIC HT  -         131.635 (meters)     431.87  (feet)  COMP
 NB1552  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 NB1552
 NB1552  VERT ORDER  -  SECOND    CLASS 0
 NB1552
 NB1552.The horizontal coordinates were scaled from a topographic map and have
 NB1552.an estimated accuracy of +/- 6 seconds.
 NB1552
 NB1552.The orthometric height was determined by differential leveling
 NB1552.and adjusted by the National Geodetic Survey in June 1991..
 NB1552
 NB1552.The geoid height was determined by GEOID03.
 NB1552
 NB1552.The dynamic height is computed by dividing the NAVD 88
 NB1552.geopotential number by the normal gravity value computed on the
 NB1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1552.degrees latitude (g = 980.6199 gals.).
 NB1552
 NB1552.The modeled gravity was interpolated from observed gravity values.
 NB1552
 NB1552;                    North         East    Units  Estimated Accuracy
 NB1552;SPC NY C     -   323,070.      232,630.      MT  (+/- 180 meters Scaled)
 NB1552
 NB1552                          SUPERSEDED SURVEY CONTROL
 NB1552
 NB1552  NGVD 29 (??/??/92)  131.842  (m)          432.55   (f) ADJ UNCH    2 0
 NB1552
 NB1552.Superseded values are not recommended for survey control.
 NB1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1552.See file dsdata.txt to determine how the superseded data were derived.
 NB1552
 NB1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN533522(NAD 83)
 NB1552_MARKER: B = BOLT
 NB1552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NB1552_SP_SET: RETAINING WALL
 NB1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1552+STABILITY: SURFACE MOTION
 NB1552
 NB1552  HISTORY     - Date     Condition        Report By
 NB1552  HISTORY     - 1899     MONUMENTED       CORUNI
 NB1552  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB1552
 NB1552                          STATION DESCRIPTION
 NB1552
 NB1552'DESCRIBED BY CORNELL UNIVERSITY 1899
 NB1552'IN SENECA FALLS.
 NB1552'IN SENECA FALLS, AT THE OVID STREET BRIDGE OVER BARGE CANAL, IN TOP
 NB1552'OF THE SOUTH RETAINING WALL, 1.4 FEET SOUTH OF THE NORTH EDGE, AND
 NB1552'8.0 FEET WEST OF THE SOUTH ABUTMENT, ON TOP OF A BOLT AT THE CENTER
 NB1552'OF AN ARROW MARKING TRUE NORTH.
 NB1552
 NB1552                          STATION RECOVERY (1985)
 NB1552
 NB1552'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2532 ***********************************************************************
 OF2532  DESIGNATION -  2510 MCGS 1971
 OF2532  PID         -  OF2532
 OF2532  STATE/COUNTY-  NY/MONROE
 OF2532  USGS QUAD   -  BROCKPORT (1978)
 OF2532
 OF2532                         *CURRENT SURVEY CONTROL
 OF2532  ___________________________________________________________________
 OF2532* NAD 83(1996)-  43 11 14.59261(N)    077 56 39.92607(W)     ADJUSTED  
 OF2532* NAVD 88     -       204.9    (meters)     672.     (feet)  VERTCON   
 OF2532  ___________________________________________________________________
 OF2532  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OF2532  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2532
 OF2532  HORZ ORDER  -  SECOND
 OF2532
 OF2532.The horizontal coordinates were established by classical geodetic methods
 OF2532.and adjusted by the National Geodetic Survey in January 1999..
 OF2532
 OF2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2532
 OF2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2532
 OF2532.The geoid height was determined by GEOID03.
 OF2532
 OF2532;                    North         East     Units Scale Factor Converg.
 OF2532;SPC NY W     -   354,184.568   401,935.521   MT  0.99997067   +0 26 14.2
 OF2532;SPC NY W     - 1,162,020.54  1,318,683.46   sFT  0.99997067   +0 26 14.2
 OF2532;UTM  18      - 4,785,833.704   260,728.642   MT  1.00030433   -2 00 57.9
 OF2532;UTM  17      - 4,786,157.696   748,304.408   MT  1.00035852   +2 05 32.1
 OF2532
 OF2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2532!SPC NY W     -   0.99997341  x   0.99997067  =   0.99994408
 OF2532!UTM  18      -   0.99997341  x   1.00030433  =   1.00027773
 OF2532!UTM  17      -   0.99997341  x   1.00035852  =   1.00033192
 OF2532
 OF2532|---------------------------------------------------------------------|
 OF2532| PID    Reference Object                     Distance      Geod. Az  |
 OF2532|                                                           dddmmss.s |
 OF2532| OF2509 755 9 MCGS 1969                     395.790 METERS 00218     |
 OF2532| OF2511 755 8 MCGS 1969                     378.555 METERS 18056     |
 OF2532|---------------------------------------------------------------------|
 OF2532
 OF2532                          SUPERSEDED SURVEY CONTROL
 OF2532
 OF2532  NAD 83(1986)-  43 11 14.59934(N)    077 56 39.92477(W) AD(       ) 2
 OF2532  NAD 27      -  43 11 14.38198(N)    077 56 40.87723(W) AD(       ) 2
 OF2532  NGVD 29 (07/19/86)  205.1    (m)          673.     (f) VERT ANG       
 OF2532
 OF2532.Superseded values are not recommended for survey control.
 OF2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2532.See file dsdata.txt to determine how the superseded data were derived.
 OF2532
 OF2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6072985834(NAD 83)
 OF2532_MARKER: DD = SURVEY DISK
 OF2532_SETTING: 0 = UNSPECIFIED SETTING
 OF2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2532
 OF2532  HISTORY     - Date     Condition        Report By
 OF2532  HISTORY     - 1971     MONUMENTED       NY-055
 OF2532
 OF2532                          STATION DESCRIPTION
 OF2532
 OF2532'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2532'IN SWEDEN, ON THE W. SIDE OF LAKE RD. (RT 19), AT SHUMWAY RD.
 OF2532'
 OF2532'17.0 FT W. OF THE CENTERLINE LAKE RD.
 OF2532'
 OF2532'3 FT S. OF THE CENTERLINE OF SHUMWAY RD., PRODUCED W.
 OF2532'
 OF2532'27.5 FT N.E. OF THE EASTERLY MOST OF 2 GAS VALVES
 OF2532'
 OF2532'32.5 FT E. OF A CONCRETE ROW MARKER
 OF2532'
 OF2532'8.7 FT S.E. OF A POLE
 OF2532'
 OF2532'5.8 FT E. OF A MONROE COUNTY WITNESS POST
 OF2532'
 OF2532'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 2510
 OF2532'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1553 ***********************************************************************
 NB1553  DESIGNATION -  2510 RESET 1981
 NB1553  PID         -  NB1553
 NB1553  STATE/COUNTY-  NY/SENECA
 NB1553  USGS QUAD   -  SENECA FALLS (1978)
 NB1553
 NB1553                         *CURRENT SURVEY CONTROL
 NB1553  ___________________________________________________________________
 NB1553* NAD 83(1986)-  42 54 32.     (N)    076 47 46.     (W)     SCALED    
 NB1553* NAVD 88     -       131.68   (meters)     432.0    (feet)  RESET     
 NB1553  ___________________________________________________________________
 NB1553  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NB1553
 NB1553  VERT ORDER  -  THIRD
 NB1553
 NB1553.The horizontal coordinates were scaled from a topographic map and have
 NB1553.an estimated accuracy of +/- 6 seconds.
 NB1553
 NB1553.The orthometric height was computed from unverified reset data.
 NB1553.No vertical observational check was made to the station.
 NB1553
 NB1553.The geoid height was determined by GEOID03.
 NB1553
 NB1553;                    North         East    Units  Estimated Accuracy
 NB1553;SPC NY C     -   323,070.      232,630.      MT  (+/- 180 meters Scaled)
 NB1553
 NB1553                          SUPERSEDED SURVEY CONTROL
 NB1553
 NB1553  NGVD 29 (09/01/04)  131.85   (m)          432.6    (f) RESET       3  
 NB1553
 NB1553.Superseded values are not recommended for survey control.
 NB1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1553.See file dsdata.txt to determine how the superseded data were derived.
 NB1553
 NB1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN533522(NAD 83)
 NB1553_MARKER: DB = BENCH MARK DISK
 NB1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1553_SP_SET: RETAINING WALL
 NB1553_STAMPING: 2510 RESET 1981
 NB1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1553
 NB1553  HISTORY     - Date     Condition        Report By
 NB1553  HISTORY     - 1981     MONUMENTED       NGS
 NB1553  HISTORY     - 1989     GOOD             USPSQD
 NB1553  HISTORY     - 20011212 GOOD             USPSQD
 NB1553  HISTORY     - 20050926 GOOD             USPSQD
 NB1553
 NB1553                          STATION DESCRIPTION
 NB1553
 NB1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NB1553'IN SENECA FALLS.
 NB1553'IN SENECA FALLS, IN THE SOUTH RETAINING WALL OF THE BARGE CANAL AT THE
 NB1553'OVID STREET BRIDGE FOR STATE HIGHWAY 414, 21.8 METERS (71.5 FT) WEST
 NB1553'OF THE CENTER OF OVID STREET, 1.7 METERS (5.5 FT) NORTHWEST OF THE
 NB1553'CENTER OF A MANHOLE COVER, 0.6 METER (2.0 FT) SOUTH OF THE NORTH
 NB1553'SIDE OF THE RETAINING WALL, AND 0.6 METER (2.0 FT) NORTH OF A
 NB1553'MOORING BLOCK.
 NB1553'THE MARK IS 1.5 FT BELOW HIGHWAY BRIDGE.
 NB1553
 NB1553                          STATION RECOVERY (1989)
 NB1553
 NB1553'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1553'RECOVERED IN GOOD CONDITION.
 NB1553
 NB1553                          STATION RECOVERY (2001)
 NB1553
 NB1553'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 NB1553'RECOVERED IN GOOD CONDITION.
 NB1553
 NB1553                          STATION RECOVERY (2005)
 NB1553
 NB1553'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB1553'EXCEPT CENTER OF BENCHMARK NOT READABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2536 ***********************************************************************
 OF2536  DESIGNATION -  2511
 OF2536  PID         -  OF2536
 OF2536  STATE/COUNTY-  NY/MONROE
 OF2536  USGS QUAD   -  BROCKPORT (1978)
 OF2536
 OF2536                         *CURRENT SURVEY CONTROL
 OF2536  ___________________________________________________________________
 OF2536* NAD 83(1996)-  43 12 11.41205(N)    077 58 01.61527(W)     ADJUSTED  
 OF2536* NAVD 88     -       182.0    (meters)     597.     (feet)  VERTCON   
 OF2536  ___________________________________________________________________
 OF2536  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 OF2536  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF2536
 OF2536  HORZ ORDER  -  SECOND
 OF2536
 OF2536.The horizontal coordinates were established by classical geodetic methods
 OF2536.and adjusted by the National Geodetic Survey in January 1999..
 OF2536
 OF2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2536
 OF2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2536
 OF2536.The geoid height was determined by GEOID03.
 OF2536
 OF2536;                    North         East     Units Scale Factor Converg.
 OF2536;SPC NY W     -   355,924.094   400,078.071   MT  0.99996834   +0 25 18.7
 OF2536;SPC NY W     - 1,167,727.63  1,312,589.47   sFT  0.99996834   +0 25 18.7
 OF2536;UTM  18      - 4,787,651.775   258,946.762   MT  1.00031486   -2 01 56.0
 OF2536;UTM  17      - 4,787,843.490   746,396.756   MT  1.00034690   +2 04 38.3
 OF2536
 OF2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2536!SPC NY W     -   0.99997701  x   0.99996834  =   0.99994535
 OF2536!UTM  18      -   0.99997701  x   1.00031486  =   1.00029186
 OF2536!UTM  17      -   0.99997701  x   1.00034690  =   1.00032390
 OF2536
 OF2536:                Primary Azimuth Mark                     Grid Az
 OF2536:SPC NY W     -  2501 MCGS 1971                           180 03 30.5
 OF2536:UTM  18      -  2501 MCGS 1971                           182 30 45.2
 OF2536:UTM  17      -  2501 MCGS 1971                           178 24 10.9
 OF2536
 OF2536|---------------------------------------------------------------------|
 OF2536| PID    Reference Object                     Distance      Geod. Az  |
 OF2536|                                                           dddmmss.s |
 OF2536| OF2521 2501 MCGS 1971                      APPROX. 0.5 KM 1802849.2 |
 OF2536|---------------------------------------------------------------------|
 OF2536
 OF2536                          SUPERSEDED SURVEY CONTROL
 OF2536
 OF2536  NAD 83(1986)-  43 12 11.41870(N)    077 58 01.61406(W) AD(       ) 2
 OF2536  NAD 27      -  43 12 11.20247(N)    077 58 02.56251(W) AD(       ) 2
 OF2536  NGVD 29 (07/19/86)  182.2    (m)          598.     (f) VERT ANG       
 OF2536
 OF2536.Superseded values are not recommended for survey control.
 OF2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2536.See file dsdata.txt to determine how the superseded data were derived.
 OF2536
 OF2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5894787652(NAD 83)
 OF2536_MARKER: DE = TRAVERSE STATION DISK
 OF2536_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2536
 OF2536  HISTORY     - Date     Condition        Report By
 OF2536  HISTORY     - 1974     MONUMENTED       NY-055
 OF2536
 OF2536                          STATION DESCRIPTION
 OF2536
 OF2536'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2536'IN SWEDEN ON E SIDE OF REDMAN RD, 0.35 MI N OF FOURTH SECTION RD, 1.15
 OF2536'MI S OF BROCKPORT HOLLEY TOWN LINE RD, 14.5 FT E OF CL OF REDMAN RD,
 OF2536'4.5 FT E OF EDGE OF PAVEMENT, 77.7 FT SW OF UTILITY POLE NM 48 RTC 17,
 OF2536'AND 19.3 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2536'MCGS DISK STAMPED---2511---IN CONCRETE POST 1.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2074 ***********************************************************************
 MZ2074  DESIGNATION -  254=MERWIN RESET
 MZ2074  PID         -  MZ2074
 MZ2074  STATE/COUNTY-  NY/COLUMBIA
 MZ2074  USGS QUAD   -  STOTTVILLE (1980)
 MZ2074
 MZ2074                         *CURRENT SURVEY CONTROL
 MZ2074  ___________________________________________________________________
 MZ2074* NAD 83(1996)-  42 21 23.48889(N)    073 41 21.52259(W)     ADJUSTED  
 MZ2074* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 MZ2074  ___________________________________________________________________
 MZ2074  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 MZ2074  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 MZ2074
 MZ2074  HORZ ORDER  -  FIRST
 MZ2074
 MZ2074.The horizontal coordinates were established by classical geodetic methods
 MZ2074.and adjusted by the National Geodetic Survey in January 1999..
 MZ2074
 MZ2074.The orthometric height was scaled from a topographic map.
 MZ2074
 MZ2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2074
 MZ2074.The geoid height was determined by GEOID03.
 MZ2074
 MZ2074;                    North         East     Units Scale Factor Converg.
 MZ2074;SPC NY E     -   391,516.020   216,783.436   MT  0.99995486   +0 32 46.4
 MZ2074;SPC NY E     - 1,284,498.81    711,230.32   sFT  0.99995486   +0 32 46.4
 MZ2074;UTM  18      - 4,690,193.878   607,940.936   MT  0.99974335   +0 52 59.3
 MZ2074
 MZ2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2074!SPC NY E     -   0.99998081  x   0.99995486  =   0.99993567
 MZ2074!UTM  18      -   0.99998081  x   0.99974335  =   0.99972416
 MZ2074
 MZ2074:                Primary Azimuth Mark                     Grid Az
 MZ2074:SPC NY E     -  VALATIE STANDPIPE                        003 36 09.9
 MZ2074:UTM  18      -  VALATIE STANDPIPE                        003 15 57.0
 MZ2074
 MZ2074|---------------------------------------------------------------------|
 MZ2074| PID    Reference Object                     Distance      Geod. Az  |
 MZ2074|                                                           dddmmss.s |
 MZ2074| MZ2076 VALATIE STANDPIPE                   APPROX. 6.7 KM 0040856.3 |
 MZ2074| DA3656 MERWIN RM 1                          96.040 METERS 00409     |
 MZ2074| DA3655 MERWIN AZ MK                                       0901744.2 |
 MZ2074| DA3657 MERWIN RM 2                          22.636 METERS 12819     |
 MZ2074| MZ2303 FLASHING RED AND WHITE BEACON       APPROX. 6.2 KM 2424305.8 |
 MZ2074| MZ2078 KINDERHOOK WATER TANK BLACK         APPROX. 4.8 KM 3483854.8 |
 MZ2074|---------------------------------------------------------------------|
 MZ2074
 MZ2074                          SUPERSEDED SURVEY CONTROL
 MZ2074
 MZ2074  NAD 83(1996)-  42 21 23.48909(N)    073 41 21.52442(W) AD(       ) 1
 MZ2074  NAD 83(1996)-  42 21 23.48884(N)    073 41 21.52401(W) AD(       ) 1
 MZ2074  NAD 83(1996)-  42 21 23.48908(N)    073 41 21.52394(W) AD(       ) 1
 MZ2074  NAD 83(1992)-  42 21 23.48984(N)    073 41 21.52364(W) AD(       ) 1
 MZ2074  NAD 83(1992)-  42 21 23.48938(N)    073 41 21.52357(W) AD(       ) 1
 MZ2074  NAD 83(1992)-  42 21 23.49119(N)    073 41 21.52248(W) AD(       ) 1
 MZ2074  NAD 83(1986)-  42 21 23.49121(N)    073 41 21.52224(W) AD(       ) 1
 MZ2074  NAD 27      -  42 21 23.19000(N)    073 41 23.08100(W) AD(       ) 1
 MZ2074
 MZ2074.Superseded values are not recommended for survey control.
 MZ2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2074.See file dsdata.txt to determine how the superseded data were derived.
 MZ2074
 MZ2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0794190194(NAD 83)
 MZ2074_MARKER: V = STONE MONUMENT
 MZ2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2074
 MZ2074  HISTORY     - Date     Condition        Report By
 MZ2074  HISTORY     - 1858     MONUMENTED       CGS
 MZ2074  HISTORY     - 1862     GOOD             CGS
 MZ2074  HISTORY     - 1881     SEE DESCRIPTION  CGS
 MZ2074  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2074  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2074  HISTORY     - 1938     GOOD             CGS
 MZ2074  HISTORY     - 1975     GOOD             NGS
 MZ2074
 MZ2074                          STATION DESCRIPTION
 MZ2074
 MZ2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1858 (EB)
 MZ2074'STATION IS ABOUT 1-1/2 MILES FROM WEST GHENT VILLAGE AND IS
 MZ2074'SECURED BY IRON CONE.
 MZ2074
 MZ2074                          STATION RECOVERY (1862)
 MZ2074
 MZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1862 (EB)
 MZ2074'POINT WAS SECURED BY FILLING IN WITH SLATE A SPACE OF 4 FEET
 MZ2074'AROUND THE CENTER AND DISTANCE WAS MEASURED TO A BLACK OAK N 304
 MZ2074'FEET.  THIS OAK IS JUST N OF A STONE FENCE AND W OF THE BARS.
 MZ2074
 MZ2074                          STATION RECOVERY (1881)
 MZ2074
 MZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (RDC)
 MZ2074'IN ACCORDANCE WITH PERMISSION OBTAINED FROM THE SUPERINTENDENT
 MZ2074'OF THE U.S. COAST AND GEODETIC SURVEY IN LETTER OF JUNE 24TH,
 MZ2074'1880, THE COAST SURVEY STATIONS MERWIN AND MT. MERINO WERE
 MZ2074'MARKED WITH THE GRANITE MONUMENTS OF THE STATE SURVEY.  UPON THE
 MZ2074'MONUMENT AT MOUNT MERINO THE LETTERS US/CS WERE CUT UPON ONE
 MZ2074'SIDE OF THE STONE, BUT NO STONE CUTTER COULD BE FOUND WHO COULD
 MZ2074'CUT THEM ON GRANITE FOR THE MERWIN MARK, HENCE WE WERE OBLIGED TO
 MZ2074'HAVE THEM CUT UPON A MARBLE SLAB WHICH IS PLACED BESIDE THE STATE
 MZ2074'SURVEY MONUMENT AND CLOSE TO IT, THE LETTERS US/CS PROJECTING
 MZ2074'ABOVE THE SURFACE OF THE GROUND.
 MZ2074'
 MZ2074'AT MERWIN THE IRON MARK OF THE COAST SURVEY WAS FOUND AND
 MZ2074'WAS CAREFULLY LOWERED, IN THE SAME VERTICAL, TO A DEPTH OF 4-1/2
 MZ2074'FEET.  THE GRANITE MONUMENT IS DIRECTLY OVER THIS MARK.
 MZ2074'
 MZ2074'HORACE ANDREWS, JR.
 MZ2074'
 MZ2074'ASSISTANT, N.Y. STATE SURVEY
 MZ2074'
 MZ2074'TWO REFERENCE POTS WERE 3 FEET DISTANT AT A DEPTH OF 1-1/2
 MZ2074'FEET.
 MZ2074
 MZ2074                          STATION RECOVERY (1934)
 MZ2074
 MZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2074'STATION IS ON THE E SIDE OF THE HUDSON RIVER, 5 MILES E OF THE
 MZ2074'RIVER AT NEWTON HOOK AND 2-3/4 MILES S OF KINDERHOOK VILLAGE
 MZ2074'ON THE SUMMIT OF A HIGH (513-FOOT) HILL ABOUT 230 METERS W OF A
 MZ2074'FARM ROAD AND NEAR THE CENTER OF A CULTIVATED FIELD, 304 FEET S OF
 MZ2074'AN OLD STONE FENCE ROW.  FENCE 304 FEET N OF STATION WAS
 MZ2074'RECOVERED.
 MZ2074'
 MZ2074'PARTY DUG AND FOUND STATE SURVEY REFERENCE MARKS AND OLD COAST
 MZ2074'SURVEY IRON CONE WHICH HAD BEEN LOWERED TO DEPTH OF 5 FEET BY
 MZ2074'STATE SURVEY.  NEW YORK STATE SURVEY GRANITE MONUMENT NO.254
 MZ2074'WAS FOUND LYING IN THE FENCE ROW.  THE MONUMENT WAS REPLACED AND
 MZ2074'RESET IN POSITION OVER IRON CONE AND TWO NEW REFERENCE MARKS,
 MZ2074'STANDARD BRONZE DISKS SET IN CONCRETE.
 MZ2074'WERE ESTABLISHED.  REFERENCE MARK NO.1 WAS SET IN OLD STONE
 MZ2074'FENCE IN RANGE WITH STATION AND ALUMINUM STANDPIPE IN VALATIE,
 MZ2074'IS ABOUT 42 FEET E OF CREST OF RIDGE, AND FLUSH WITH SURFACE OF
 MZ2074'SOIL.  REFERENCE MARK NO.2 IS 47.26 FEET SE OF STATION
 MZ2074'IN OPEN CULTIVATED FIELD.
 MZ2074
 MZ2074                          STATION RECOVERY (1938)
 MZ2074
 MZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2074'STATION IS LOCATED ON A HIGH PARTLY-CULTIVATED HILL 5 MILES
 MZ2074'W OF CHATHAM AND 3 MILES S AND E OF KINDERHOOK, ON THE PROPERTY
 MZ2074'OF JAKE VAN ALPHEN, ABOUT 1/4 MILE SW OF HIS HOUSE NEAR THE
 MZ2074'CENTER OF PLOWED FIELD.  A STANDARD BRONZE DISK IS SET IN A DRILL
 MZ2074'HOLE IN THE CENTER OF A MARBLE POST 6 BY 6 INCHES, MARKED NYSS
 MZ2074'254, PROJECTING ABOUT 10 INCHES, AND IS CENTERED OVER AN
 MZ2074'UNDERGROUND CONE MARKING THE ORIGINAL STATION.  IT IS MARKED AS
 MZ2074'DESCRIBED.
 MZ2074'
 MZ2074'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2074'CONCRETE.
 MZ2074'
 MZ2074'REFERENCE MARK NO.1 IS IN AN OLD STONE FENCE LINE N OF STATION
 MZ2074'AND 30 FEET E OF SPREADING WILD CHERRY TREE.  REFERENCE MARK
 MZ2074'NO.2 IS IN PLOWED FIELD SE OF STATION.
 MZ2074'
 MZ2074'AZIMUTH MARK IS SET IN AN OLD CONCRETE FLAGPOLE BASE 4 BY 4
 MZ2074'FEET SQUARE LOCATED ON THE LAWN OF THE PROPERTY OWNED BY JOHN
 MZ2074'FISHER, 66 FEET NW OF THE NW CORNER OF HOUSE, 77.5 FEET SE OF THE
 MZ2074'SE CORNER OF A GARAGE AND 14 FEET W OF A 14-INCH PINE TREE, AND
 MZ2074'ABOUT 1/2 MILE E OF STATION.  TO REACH AZIMUTH MARK FROM ICHABOD
 MZ2074'CRANE SCHOOL, TURN L AND GO 1.2 MILES TO FARM ROAD.  KEEP
 MZ2074'STRAIGHT AHEAD 0.45 MILE TO FARMHOUSE ON R AND AZIMUTH IN YARD.
 MZ2074'
 MZ2074'TO REACH STATION FROM POST OFFICE IN KINDERHOOK, GO E 0.65
 MZ2074'MILE AND TURN R ON CONCRETE ON OVERHEAD BRIDGE AND GO 0.8 MILE TO
 MZ2074'ICHABOD CRANE SCHOOLHOUSE.  THENCE L AND GO 0.5 MILE TO FORK.  TAKE
 MZ2074'R FORK 0.7 MILE AND BEAR R ON FARM ROAD.  THENCE 0.4 MILE TO HOME
 MZ2074'OF JAKE VAN ALPHEN.  PASS TO R OF BARN AND CONTINUE S ON FARM
 MZ2074'ROAD 0.2 MILE TO SW CORNER OF ORCHARD.  TURN R ALONG FENCE 0.15
 MZ2074'MILE TO CREST OF HILL.  CONTINUE N ALONG CREST 0.05 MILE TO
 MZ2074'STATION.  IN DRY WEATHER A TRUCK CAN BE DRIVEN TO STATION OR
 MZ2074'MR. VAN ALPHEN CAN FURNISH TEAM TO HAUL STEEL TO THE SUMMIT.
 MZ2074'A 37-FOOT STEEL TOWER IS REQUIRED.
 MZ2074'
 MZ2074'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 MZ2074
 MZ2074                          STATION RECOVERY (1938)
 MZ2074
 MZ2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2074'ON E SIDE OF HUDSON RIVER, 2-3/4 MILES S OF KINDERHOOK VILLAGE,
 MZ2074'OLD STONE FENCE 304 FEET N OF STATION WAS RECOVERED.  FIELD NOW
 MZ2074'UNDER CULTIVATION.  S.S. NO.254 GRANITE MONUMENT FOUND ON SURFACE
 MZ2074'IN FENCE ROW.  DUG AND FOUND STATE SURVEY REFERENCE MARKS AND
 MZ2074'OLD COAST SURVEY IRON CONE WHICH HAD BEEN LOWERED TO DEPTH OF
 MZ2074'5 FEET BY STATE SURVEY.  REPLACED S.S. GRANITE MONUMENT OVER
 MZ2074'IRON CONE AND ESTABLISHED 2 NEW REFERENCE MARKS (11A).
 MZ2074'REFERENCE MARK NO.1 WAS SET IN OLD STONE FENCE IN RANGE
 MZ2074'WITH STATION AND ALUMINUM STANDPIPE IN VALATIE.  REFERENCE
 MZ2074'MARK NO.1 IS ABOUT 42 FEET E OF CREST OF RIDGE AND FLUSH WITH
 MZ2074'SURFACE OF SOIL.  REFERENCE MARK NO.2 (11A) IS
 MZ2074'47.26 FEET SE OF STATION IN OPEN CULTIVATED FIELD.
 MZ2074
 MZ2074                          STATION RECOVERY (1975)
 MZ2074
 MZ2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 MZ2074'STATION MARK WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS NOT
 MZ2074'FOUND.  RM 2 IS IN POOR CONDITION.  THE CONCRETE MONUMENT IS
 MZ2074'BROKEN AND SHATTERED AND THE DISK IS SETTING LOOSE.  STATION
 MZ2074'MARK IS STAMPED MERWIN 1934 1938.  RM 2 IS STAMPED MERWIN 1934
 MZ2074'1938.  AZIMUTH MARK IS STAMPED MERWIN 1934 1938.  THE CONCRETE
 MZ2074'FLAGPOLE BASE IN WHICH IT IS SET IS BEGINNING TO DETERIORATE.
 MZ2074'VIEW FROM STATION IS POOR IN ALL DIRECTIONS BECAUSE OF TREES.
 MZ2074'PROPERTY IS NOW OWNED BY MR. BART MC GRAW.
 MZ2074'
 MZ2074'THE 1938 DESCRIPTION TO REACH STATION IS ADEQUATE.
 MZ2074'
 MZ2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2074'2 MILES EAST OF STUYVESANT FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0960 ***********************************************************************
 OE0960  DESIGNATION -  255.0
 OE0960  PID         -  OE0960
 OE0960  STATE/COUNTY-  NY/ONEIDA
 OE0960  USGS QUAD   -  VERONA (1955)
 OE0960
 OE0960                         *CURRENT SURVEY CONTROL
 OE0960  ___________________________________________________________________
 OE0960* NAD 83(1986)-  43 11 08.     (N)    075 30 42.     (W)     SCALED    
 OE0960* NAVD 88     -       138.240  (meters)     453.54   (feet)  ADJUSTED  
 OE0960  ___________________________________________________________________
 OE0960  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 OE0960  DYNAMIC HT  -         138.206 (meters)     453.43  (feet)  COMP
 OE0960  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 OE0960
 OE0960  VERT ORDER  -  FIRST     CLASS II
 OE0960
 OE0960.The horizontal coordinates were scaled from a topographic map and have
 OE0960.an estimated accuracy of +/- 6 seconds.
 OE0960
 OE0960.The orthometric height was determined by differential leveling
 OE0960.and adjusted by the National Geodetic Survey in June 1991..
 OE0960
 OE0960.The geoid height was determined by GEOID03.
 OE0960
 OE0960.The dynamic height is computed by dividing the NAVD 88
 OE0960.geopotential number by the normal gravity value computed on the
 OE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0960.degrees latitude (g = 980.6199 gals.).
 OE0960
 OE0960.The modeled gravity was interpolated from observed gravity values.
 OE0960
 OE0960;                    North         East    Units  Estimated Accuracy
 OE0960;SPC NY C     -   354,340.      337,120.      MT  (+/- 180 meters Scaled)
 OE0960
 OE0960                          SUPERSEDED SURVEY CONTROL
 OE0960
 OE0960  NGVD 29 (??/??/92)  138.406  (m)          454.09   (f) ADJ UNCH    1 2
 OE0960
 OE0960.Superseded values are not recommended for survey control.
 OE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0960.See file dsdata.txt to determine how the superseded data were derived.
 OE0960
 OE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN584815(NAD 83)
 OE0960_MARKER: Q = CHISELED SQUARE
 OE0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0960_SP_SET: STONE
 OE0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0960+STABILITY: SURFACE MOTION
 OE0960
 OE0960  HISTORY     - Date     Condition        Report By
 OE0960  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0960  HISTORY     - 1931     GOOD             NGS
 OE0960
 OE0960                          STATION DESCRIPTION
 OE0960
 OE0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0960'1.3 MI E FROM GREENWAY.
 OE0960'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON MILEPOST N.Y. 255.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0961 ***********************************************************************
 OE0961  DESIGNATION -  256.0
 OE0961  PID         -  OE0961
 OE0961  STATE/COUNTY-  NY/ONEIDA
 OE0961  USGS QUAD   -  VERONA (1955)
 OE0961
 OE0961                         *CURRENT SURVEY CONTROL
 OE0961  ___________________________________________________________________
 OE0961* NAD 83(1986)-  43 10 38.     (N)    075 31 39.     (W)     SCALED    
 OE0961* NAVD 88     -       141.137  (meters)     463.05   (feet)  ADJUSTED  
 OE0961  ___________________________________________________________________
 OE0961  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 OE0961  DYNAMIC HT  -         141.102 (meters)     462.93  (feet)  COMP
 OE0961  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OE0961
 OE0961  VERT ORDER  -  FIRST     CLASS II
 OE0961
 OE0961.The horizontal coordinates were scaled from a topographic map and have
 OE0961.an estimated accuracy of +/- 6 seconds.
 OE0961
 OE0961.The orthometric height was determined by differential leveling
 OE0961.and adjusted by the National Geodetic Survey in June 1991..
 OE0961
 OE0961.The geoid height was determined by GEOID03.
 OE0961
 OE0961.The dynamic height is computed by dividing the NAVD 88
 OE0961.geopotential number by the normal gravity value computed on the
 OE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0961.degrees latitude (g = 980.6199 gals.).
 OE0961
 OE0961.The modeled gravity was interpolated from observed gravity values.
 OE0961
 OE0961;                    North         East    Units  Estimated Accuracy
 OE0961;SPC NY C     -   353,400.      335,840.      MT  (+/- 180 meters Scaled)
 OE0961
 OE0961                          SUPERSEDED SURVEY CONTROL
 OE0961
 OE0961  NGVD 29 (??/??/92)  141.303  (m)          463.59   (f) ADJ UNCH    1 2
 OE0961
 OE0961.Superseded values are not recommended for survey control.
 OE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0961.See file dsdata.txt to determine how the superseded data were derived.
 OE0961
 OE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN571806(NAD 83)
 OE0961_MARKER: Q = CHISELED SQUARE
 OE0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0961_SP_SET: STONE
 OE0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0961+STABILITY: SURFACE MOTION
 OE0961
 OE0961  HISTORY     - Date     Condition        Report By
 OE0961  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0961  HISTORY     - 1931     GOOD             NGS
 OE0961
 OE0961                          STATION DESCRIPTION
 OE0961
 OE0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0961'0.3 MI E FROM GREENWAY.
 OE0961'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON SOUTH SIDE OF MAIN
 OE0961'TRACK.  ON MILEPOST N.Y. 256.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2299 ***********************************************************************
 MZ2299  DESIGNATION -  256=BOGARDUS
 MZ2299  PID         -  MZ2299
 MZ2299  STATE/COUNTY-  NY/GREENE
 MZ2299  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2299
 MZ2299                         *CURRENT SURVEY CONTROL
 MZ2299  ___________________________________________________________________
 MZ2299* NAD 83(1996)-  42 22 08.58333(N)    073 47 55.46220(W)     ADJUSTED  
 MZ2299* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 MZ2299  ___________________________________________________________________
 MZ2299  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MZ2299  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ2299
 MZ2299  HORZ ORDER  -  THIRD
 MZ2299
 MZ2299.The horizontal coordinates were established by classical geodetic methods
 MZ2299.and adjusted by the National Geodetic Survey in January 1999..
 MZ2299
 MZ2299.The orthometric height was scaled from a topographic map.
 MZ2299
 MZ2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2299
 MZ2299.The geoid height was determined by GEOID03.
 MZ2299
 MZ2299;                    North         East     Units Scale Factor Converg.
 MZ2299;SPC NY E     -   392,827.169   207,757.407   MT  0.99994103   +0 28 21.3
 MZ2299;SPC NY E     - 1,288,800.47    681,617.43   sFT  0.99994103   +0 28 21.3
 MZ2299;UTM  18      - 4,691,451.648   598,909.304   MT  0.99972037   +0 48 34.6
 MZ2299
 MZ2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2299!SPC NY E     -   1.00000168  x   0.99994103  =   0.99994271
 MZ2299!UTM  18      -   1.00000168  x   0.99972037  =   0.99972205
 MZ2299
 MZ2299:                Primary Azimuth Mark                     Grid Az
 MZ2299:SPC NY E     -  COXSACKIE EAST FLATS LIGHT               030 46 29.1
 MZ2299:UTM  18      -  COXSACKIE EAST FLATS LIGHT               030 26 15.8
 MZ2299
 MZ2299|---------------------------------------------------------------------|
 MZ2299| PID    Reference Object                     Distance      Geod. Az  |
 MZ2299|                                                           dddmmss.s |
 MZ2299| MZ2229 COXSACKIE EAST FLATS LIGHT          APPROX. 1.0 KM 0311450.4 |
 MZ2299| MZ2258 RATTLESNAKE                         APPROX. 0.5 KM 0325957.3 |
 MZ2299| MZ2294 COXSACKIE SOUTH LIGHT               APPROX. 1.5 KM 1580740.2 |
 MZ2299| DA3065 BOGARDUS RM 1                        18.069 METERS 21718     |
 MZ2299| DA3066 BOGARDUS RM 2                        19.978 METERS 31550     |
 MZ2299|---------------------------------------------------------------------|
 MZ2299
 MZ2299                          SUPERSEDED SURVEY CONTROL
 MZ2299
 MZ2299  NAD 83(1996)-  42 22 08.58380(N)    073 47 55.46462(W) AD(       ) 3
 MZ2299  NAD 83(1996)-  42 22 08.58373(N)    073 47 55.46466(W) AD(       ) 3
 MZ2299  NAD 83(1996)-  42 22 08.58396(N)    073 47 55.46454(W) AD(       ) 3
 MZ2299  NAD 83(1992)-  42 22 08.58437(N)    073 47 55.46425(W) AD(       ) 3
 MZ2299  NAD 83(1992)-  42 22 08.58431(N)    073 47 55.46431(W) AD(       ) 3
 MZ2299  NAD 83(1992)-  42 22 08.58562(N)    073 47 55.46256(W) AD(       ) 3
 MZ2299  NAD 83(1986)-  42 22 08.58574(N)    073 47 55.46218(W) AD(       ) 3
 MZ2299  NAD 27      -  42 22 08.28200(N)    073 47 57.01700(W) AD(       ) 3
 MZ2299
 MZ2299.Superseded values are not recommended for survey control.
 MZ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2299.See file dsdata.txt to determine how the superseded data were derived.
 MZ2299
 MZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9890991452(NAD 83)
 MZ2299_MARKER: V = STONE MONUMENT
 MZ2299_SETTING: 0 = UNSPECIFIED SETTING
 MZ2299
 MZ2299  HISTORY     - Date     Condition        Report By
 MZ2299  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2299  HISTORY     - 1934     GOOD             CGS
 MZ2299  HISTORY     - 1934     GOOD             CGS
 MZ2299  HISTORY     - 1974     GOOD             NGS
 MZ2299
 MZ2299                          STATION DESCRIPTION
 MZ2299
 MZ2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2299'ON THE W SIDE OF THE HUDSON RIVER, 1.2 MILES N OF COXSACKIE
 MZ2299'OPPOSITE COXSACKIE ISLAND ON A KNOLL ON TOP OF THE RIVER BLUFF
 MZ2299'ABOUT 80 YARDS W OF THE RIVER.  STATION IS IN A CLEARED
 MZ2299'FIELD.  THE RIVER BLUFF 20 FEET TO THE E IS COVERED WITH TREES AND
 MZ2299'UNDERGROWTH.  A FENCE IS 20.1 FEET TO THE E AND A LARGE OAK
 MZ2299'TREE IS 52.8 FEET TO THE SE.
 MZ2299'
 MZ2299'STANDARD N.Y.S.S. GRANITE MONUMENT 256 WAS FOUND IN GOOD
 MZ2299'CONDITION.  REFERENCE POTS WERE NOT DUG FOR.
 MZ2299'
 MZ2299'TWO NEW REFERENCE MARKS WERE ESTABLISHED 59.3 FEET SW AND
 MZ2299'65.6 FEET NW OF THE MARK.  A 30 FOOT TOWER WAS BUILT AND THE
 MZ2299'STATION INCORPORATED IN THE 1934 RIVER SCHEME.  SEE DESCRIPTION
 MZ2299'BOGARDUS S.S. BELOW.
 MZ2299
 MZ2299                          STATION RECOVERY (1934)
 MZ2299
 MZ2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2299'ON W SHORE OF HUDSON RIVER 1-1/8 MILES N OF COXSACKIE.  STATION IS
 MZ2299'ON CREST OF KNOLL THAT IS SW OF N END OF COXSACKIE ISLAND.  STATION
 MZ2299'IS MARKED N.Y.S.S. MONUMENT THAT PROTRUDES 4 INCHES ABOVE
 MZ2299'SURFACE.  REFERENCE MARK IS 60 FEET SW OF STATION.  REFERENCE
 MZ2299'MARK IS 65 FEET NW OF STATION AND ABOUT 50 FEET S OF OLD BARN.
 MZ2299'
 MZ2299'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MZ2299'
 MZ2299'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MZ2299
 MZ2299                          STATION RECOVERY (1974)
 MZ2299
 MZ2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 MZ2299'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MZ2299'CONDITION.  NO AZIMUTH MARK WAS ESTABLISHED FOR THIS
 MZ2299'STATION.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 MZ2299'CHECKED.  VIEW FROM STATION IS PARTIALLY OPEN TO WEST AND
 MZ2299'SOUTHWEST.  ALL ELSE IS BLOCKED BY BRUSH AND TIMBER UP TO 40
 MZ2299'FEET HIGH.  STATION IS ON PROPERTY OF MR. JAMES HARDY.
 MZ2299'
 MZ2299'STATION IS LOCATED ON A KNOLL ABOUT 80 YARDS WEST OF RIVER.  100
 MZ2299'FEET SOUTHEAST OF RUINS OF OLD BARN, 12.5 FEET WEST OF AN
 MZ2299'ELM AND 27.3 FEET NORTHWEST OF AN OAK.  STATION MARK IS A SQUARE
 MZ2299'GRANITE POST PROJECTING 4 INCHES FROM GROUND, WITH NYSS 256
 MZ2299'CARVED INTO IT.
 MZ2299'
 MZ2299'RM NO.1 IS A STANDARD DISK STAMPED BOGARDUS NO 1 1934, SET IN
 MZ2299'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH FROM
 MZ2299'GROUND.  IT IS JUST EAST OF A 90-DEGREE BEND IN THE FIELD DRIVE
 MZ2299'AND 4 FEET EAST OF OLD FENCE LINE.
 MZ2299'
 MZ2299'RM NO.2 IS A STANDARD DISK STAMPED BOGARDUS NO 2 1934, SET IN
 MZ2299'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH FROM
 MZ2299'GROUND.  IT IS 45 FEET SOUTH OF RUINS OF OLD BARN AND 4 FEET
 MZ2299'EAST OF OLD FENCE.  DISTANCE BETWEEN RM 1 AND RM 2 IS 90 FEET.
 MZ2299'
 MZ2299'TO REACH STATION FROM THE INTERSECTION OF NOBEL ST. AND RIVERSIDE
 MZ2299'AVE. AT EAST EDGE OF COXSACKIE, GO NORTH ON RIVERSIDE AVE. FOR 0.4
 MZ2299'MILE.  TAKE T-ROAD RIGHT, A FIELD DRIVE, AND GO 1000 FEET TO
 MZ2299'STATION AT 90-DEGREE BEND IN THE DRIVEWAY.
 MZ2299'
 MZ2299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2299'1-1/4 MILES NORTH OF COXSACKIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0647 ***********************************************************************
 PH0647  DESIGNATION -  257
 PH0647  PID         -  PH0647
 PH0647  STATE/COUNTY-  NY/ST LAWRENCE
 PH0647  USGS QUAD   -  NORFOLK (1964)
 PH0647
 PH0647                         *CURRENT SURVEY CONTROL
 PH0647  ___________________________________________________________________
 PH0647* NAD 83(1986)-  44 48 04.     (N)    074 59 28.     (W)     SCALED    
 PH0647* NAVD 88     -        78.347  (meters)     257.04   (feet)  ADJUSTED  
 PH0647  ___________________________________________________________________
 PH0647  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PH0647  DYNAMIC HT  -          78.343 (meters)     257.03  (feet)  COMP
 PH0647  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 PH0647
 PH0647  VERT ORDER  -  SECOND    CLASS 0
 PH0647
 PH0647.The horizontal coordinates were scaled from a topographic map and have
 PH0647.an estimated accuracy of +/- 6 seconds.
 PH0647
 PH0647.The orthometric height was determined by differential leveling
 PH0647.and adjusted by the National Geodetic Survey in June 1991..
 PH0647
 PH0647.The geoid height was determined by GEOID03.
 PH0647
 PH0647.The dynamic height is computed by dividing the NAVD 88
 PH0647.geopotential number by the normal gravity value computed on the
 PH0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0647.degrees latitude (g = 980.6199 gals.).
 PH0647
 PH0647.The modeled gravity was interpolated from observed gravity values.
 PH0647
 PH0647;                    North         East    Units  Estimated Accuracy
 PH0647;SPC NY E     -   662,890.      111,150.      MT  (+/- 180 meters Scaled)
 PH0647
 PH0647                          SUPERSEDED SURVEY CONTROL
 PH0647
 PH0647  NGVD 29 (??/??/92)   78.476  (m)          257.47   (f) ADJ UNCH    2 0
 PH0647
 PH0647.Superseded values are not recommended for survey control.
 PH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0647.See file dsdata.txt to determine how the superseded data were derived.
 PH0647
 PH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ007608(NAD 83)
 PH0647_MARKER: DD = SURVEY DISK
 PH0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0647_SP_SET: WALL
 PH0647_STAMPING: 257 ALBANY 1904
 PH0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0647
 PH0647  HISTORY     - Date     Condition        Report By
 PH0647  HISTORY     - 1904     MONUMENTED       USGS
 PH0647  HISTORY     - 1942     GOOD             NGS
 PH0647
 PH0647                          STATION DESCRIPTION
 PH0647
 PH0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0647'IN NORFOLK.
 PH0647'BENCH MARK IS SET VERTICALLY IN THE FOUNDATION WALL ON THE WEST SIDE
 PH0647'OF THE WESLEYAN METHODIST CHURCH AT NORFOLK.  IT IS 69.0 FEET EAST OF
 PH0647'AND ACROSS STREET FROM THE SPOTSWOOD BROTHERS FURNITURE STORE, 12.0
 PH0647'FEET SOUTH OF THE NORTHWEST CORNER AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1005 ***********************************************************************
 LX1005  DESIGNATION -  257
 LX1005  PID         -  LX1005
 LX1005  STATE/COUNTY-  NY/WESTCHESTER
 LX1005  USGS QUAD   -  WHITE PLAINS (1967)
 LX1005
 LX1005                         *CURRENT SURVEY CONTROL
 LX1005  ___________________________________________________________________
 LX1005* NAD 83(1986)-  41 04 58.     (N)    073 52 00.     (W)     SCALED    
 LX1005* NAVD 88     -         5.189  (meters)      17.02   (feet)  ADJUSTED  
 LX1005  ___________________________________________________________________
 LX1005  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 LX1005  DYNAMIC HT  -           5.187 (meters)      17.02  (feet)  COMP
 LX1005  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LX1005
 LX1005  VERT ORDER  -  FIRST     CLASS II
 LX1005
 LX1005.The horizontal coordinates were scaled from a topographic map and have
 LX1005.an estimated accuracy of +/- 6 seconds.
 LX1005
 LX1005.The orthometric height was determined by differential leveling
 LX1005.and adjusted by the National Geodetic Survey in June 1991..
 LX1005
 LX1005.The geoid height was determined by GEOID03.
 LX1005
 LX1005.The dynamic height is computed by dividing the NAVD 88
 LX1005.geopotential number by the normal gravity value computed on the
 LX1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1005.degrees latitude (g = 980.6199 gals.).
 LX1005
 LX1005.The modeled gravity was interpolated from observed gravity values.
 LX1005
 LX1005;                    North         East    Units  Estimated Accuracy
 LX1005;SPC NY E     -   249,930.      203,210.      MT  (+/- 180 meters Scaled)
 LX1005
 LX1005                          SUPERSEDED SURVEY CONTROL
 LX1005
 LX1005  NGVD 29 (??/??/92)    5.48   (m)           18.0    (f) COMPUTED    1 2
 LX1005
 LX1005.Superseded values are not recommended for survey control.
 LX1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1005.See file dsdata.txt to determine how the superseded data were derived.
 LX1005
 LX1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL951485(NAD 83)
 LX1005_MARKER: B = BOLT
 LX1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1005_SP_SET: ABUTMENT
 LX1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1005
 LX1005  HISTORY     - Date     Condition        Report By
 LX1005  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1005  HISTORY     - 1955     MARK NOT FOUND   NGS
 LX1005
 LX1005                          STATION DESCRIPTION
 LX1005
 LX1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1005'0.4 MI N FROM TARRYTOWN.
 LX1005'0.4 MILE NORTH ALONG THE HUDSON DIVISION OF THE NEW YORK
 LX1005'CENTRAL RAILROAD FROM THE STATION AT TARRYTOWN, WESTCHESTER
 LX1005'COUNTY, AT BRIDGE 68 IN THE TOP OF THE EAST ABUTMENT, 0.6 FOOT
 LX1005'SOUTH OF THE NORTH END, 7.1 FEET EAST OF THE EAST RAIL OF THE
 LX1005'EAST TRACK, AND 0.8 FOOT ABOVE THE GROUND.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2187 ***********************************************************************
 MZ2187  DESIGNATION -  257=TERRY
 MZ2187  PID         -  MZ2187
 MZ2187  STATE/COUNTY-  NY/GREENE
 MZ2187  USGS QUAD   -  RAVENA (1980)
 MZ2187
 MZ2187                         *CURRENT SURVEY CONTROL
 MZ2187  ___________________________________________________________________
 MZ2187* NAD 83(1996)-  42 23 01.62972(N)    073 47 56.87957(W)     ADJUSTED  
 MZ2187* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 MZ2187  ___________________________________________________________________
 MZ2187  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MZ2187  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ2187
 MZ2187  HORZ ORDER  -  FIRST
 MZ2187
 MZ2187.The horizontal coordinates were established by classical geodetic methods
 MZ2187.and adjusted by the National Geodetic Survey in January 1999..
 MZ2187
 MZ2187.The orthometric height was scaled from a topographic map.
 MZ2187
 MZ2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2187
 MZ2187.The geoid height was determined by GEOID03.
 MZ2187
 MZ2187;                    North         East     Units Scale Factor Converg.
 MZ2187;SPC NY E     -   394,463.534   207,711.485   MT  0.99994097   +0 28 20.9
 MZ2187;SPC NY E     - 1,294,169.11    681,466.76   sFT  0.99994097   +0 28 20.9
 MZ2187;UTM  18      - 4,693,087.354   598,853.770   MT  0.99972023   +0 48 34.4
 MZ2187
 MZ2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2187!SPC NY E     -   0.99999447  x   0.99994097  =   0.99993544
 MZ2187!UTM  18      -   0.99999447  x   0.99972023  =   0.99971470
 MZ2187
 MZ2187|---------------------------------------------------------------------|
 MZ2187| PID    Reference Object                     Distance      Geod. Az  |
 MZ2187|                                                           dddmmss.s |
 MZ2187| DA3345 TERRY RM 2                           19.882 METERS 01259     |
 MZ2187| MZ2219 SCHODACK LANDING AVIATION BCN       APPROX. 9.0 KM 0154858.6 |
 MZ2187| MZ2213 STONEHOUSE BAR DIKE LIGHT           APPROX. 4.8 KM 0201816.9 |
 MZ2187| MZ2076 VALATIE STANDPIPE                   APPROX.10.2 KM 0691010.3 |
 MZ2187| MZ2078 KINDERHOOK WATER TANK BLACK         APPROX. 8.3 KM 0781001.1 |
 MZ2187| MZ2223 COXSACKIE LIGHTHOUSE                APPROX. 0.6 KM 1413449.2 |
 MZ2187| MZ2229 COXSACKIE EAST FLATS LIGHT          APPROX. 0.9 KM 1431016.6 |
 MZ2187| MZ2303 FLASHING RED AND WHITE BEACON       APPROX. 6.9 KM 1485701.9 |
 MZ2187| DA3344 TERRY RM 1                           19.580 METERS 24935     |
 MZ2187|---------------------------------------------------------------------|
 MZ2187
 MZ2187                          SUPERSEDED SURVEY CONTROL
 MZ2187
 MZ2187  NAD 83(1996)-  42 23 01.63033(N)    073 47 56.88196(W) AD(       ) 1
 MZ2187  NAD 83(1996)-  42 23 01.63052(N)    073 47 56.88185(W) AD(       ) 1
 MZ2187  NAD 83(1992)-  42 23 01.63091(N)    073 47 56.88159(W) AD(       ) 1
 MZ2187  NAD 83(1992)-  42 23 01.63208(N)    073 47 56.87999(W) AD(       ) 1
 MZ2187  NAD 83(1986)-  42 23 01.63218(N)    073 47 56.87957(W) AD(       ) 1
 MZ2187  NAD 27      -  42 23 01.33100(N)    073 47 58.43400(W) AD(       ) 1
 MZ2187
 MZ2187.Superseded values are not recommended for survey control.
 MZ2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2187.See file dsdata.txt to determine how the superseded data were derived.
 MZ2187
 MZ2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9885493087(NAD 83)
 MZ2187_MARKER: V = STONE MONUMENT
 MZ2187_SETTING: 0 = UNSPECIFIED SETTING
 MZ2187
 MZ2187  HISTORY     - Date     Condition        Report By
 MZ2187  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2187  HISTORY     - 1934     GOOD             CGS
 MZ2187  HISTORY     - 1934     GOOD             CGS
 MZ2187  HISTORY     - 1938     GOOD             CGS
 MZ2187
 MZ2187                          STATION DESCRIPTION
 MZ2187
 MZ2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2187'ON W SHORE OF HUDSON RIVER, 2 MILES N OF COXSACKIE ON PROPERTY OF
 MZ2187'MR. VAN R. SWEZEY.  STATION IS ON CREST OF HIGH (200 FEET)
 MZ2187'NARROW RIDGE, 600 METERS NW OF COXSACKIE LIGHT HOUSE NEAR S END
 MZ2187'OF HILL IN A PEACH ORCHARD.  STATION IS MARKED WITH
 MZ2187'N.Y.S.S. MONUMENT 257 WHICH PROTRUDES 6 INCHES.  STATION IS 12
 MZ2187'FEET W OF CENTER LINE OF FARM ROAD ALONG CREST OF RIDGE.
 MZ2187'REFERENCE MARK NO.1 IS 64 FEET W OF STATION, 76 FEET W OF ROAD AND
 MZ2187'IN TREE ROW RUNNING E AND W.  REFERENCE MARK NO.2 IS 65 FEET N
 MZ2187'OF STATION AND 10 FEET W OF CENTER LINE OF ROAD.
 MZ2187'
 MZ2187'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MZ2187'
 MZ2187'A 30-FOOT TOWER WAS USED.
 MZ2187'
 MZ2187'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MZ2187
 MZ2187                          STATION RECOVERY (1934)
 MZ2187
 MZ2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2187'ON W SIDE OF HUDSON RIVER 2 MILES N OF COXSACKIE ON TOP OF A HIGH
 MZ2187'(200 FEET) HILL, ABOUT 300 METERS W OF HUDSON RIVER NEAR THE S
 MZ2187'END OF THE HILL IN A PEACH ORCHARD.  STATION MARK WAS FOUND IN
 MZ2187'GOOD CONDITION.  IT IS A STANDARD N.Y.S.S. GRANITE MONUMENT
 MZ2187'PROTRUDING ABOUT 6 INCHES WITH A 6-INCH SQUARE TOP, WITH
 MZ2187'N.Y.S.S. 257 CUT INTO THE SIDES AND A DIAGONAL GROOVE CUT ACROSS
 MZ2187'THE TOP.  N.Y.S.S. REFERENCE POTS WERE NOT DUG FOR.  A 30-FOOT
 MZ2187'TOWER WAS BUILT OVER THE STATION, TWO NEW REFERENCE MARKS
 MZ2187'ESTABLISHED.
 MZ2187'
 MZ2187'CENTER OF ORCHARD ROAD IS 12 FEET E OF STATION.  PEACH
 MZ2187'TREE N OF STATION IS 16.6 FEET.  PEACH TREE S OF STATION
 MZ2187'IS 18.3 FEET.  PEACH TREE IS 18.6 FEET N OF R.M.NO.1.  PEACH
 MZ2187'TREE IS 19 FEET E OF R.M.NO.1.  R.M.NO.1 IS IN TREE TOW RUNNING
 MZ2187'E TO W, ON W SIDE OF ROAD.  CENTER OF ROAD IS 10 FEET E OF
 MZ2187'R.M.NO.2.  PEACH TREE IS 7.4 FEET N OF R.M.NO.2.  R.M.NO.1 IS
 MZ2187'64.3 FEET N OF MARK.  R.M.NO.2 IS 65.4 FEET N OF MARK.
 MZ2187'
 MZ2187'PROPERTY NOW BELONGS TO MR. VAN R. SWEZEY.
 MZ2187
 MZ2187                          STATION RECOVERY (1938)
 MZ2187
 MZ2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2187'TERRY IS ON A LOW RIDGE APPROXIMATELY 2-1/2 MILES N OF COXSACKIE
 MZ2187'ON THE FIRST RIDGE W OF THE RIVER, IN A PEACH ORCHARD ON
 MZ2187'PROPERTY OWNED BY MR. VAN R. SWEZEY.  STATION IS STANDARD
 MZ2187'STATION MARK SET IN N.Y.S.S. 6X6 GRANITE POST PROJECTING 8 INCHES
 MZ2187'ABOVE THE GROUND, STAMPED TERRY 1923-1938.  CENTER OF ORCHARD
 MZ2187'ROAD IS 12 FEET E OF STATION.  PEACH TREE N OF STATION
 MZ2187'16.6 FEET.  PEACH TREE S OF STATION IS 18.3 FEET.
 MZ2187'
 MZ2187'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK SET IN
 MZ2187'CONCRETE BLOCK SET FLUSH WITH THE SURFACE OF THE GROUND AND
 MZ2187'STAMPED TERRY NO.1 1934.  REFERENCE MARK NO.2 IS A STANDARD
 MZ2187'REFERENCE MARK SET IN CONCRETE BLOCK SET FLUSH WITH THE SURFACE
 MZ2187'OF THE GROUND AND STAMPED TERRY NO.2 1934.
 MZ2187'
 MZ2187'NO AZIMUTH MARK SET.  BLACK TANK, BALL ON TOP, AND LOCATED
 MZ2187'ON THE E SIDE OF THE RIVER SUITABLE FOR AZIMUTH.  APPROXIMATELY
 MZ2187'1-1/2 MILES DUE E OF STATION.
 MZ2187'
 MZ2187'TO REACH FROM INTERSECTION OF MANSION STREET AND RIVERSIDE AVENUE
 MZ2187'IN COXSACKIE, GO N ON RIVERSIDE AVENUE 1.85 MILES TO GATE AND
 MZ2187'SIGN BEWARE OF THE DOG AT END OF THE MAIN ROAD.  TURN RIGHT AND
 MZ2187'FOLLOW ROAD ALONG RIVER 0.6 MILE TO Y AT NE CORNER OF ORCHARD.
 MZ2187'BEAR LEFT ON FARM ROAD, PASSING LARGE BARN ON RIGHT, AND GO 0.3
 MZ2187'MILE TO PACKING HOUSE AND THENCE ALONG CREST OF RIDGE, 0.25
 MZ2187'MILE TO STATION ON RIGHT.  A 15-FOOT WOOD STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2266 ***********************************************************************
 MZ2266  DESIGNATION -  258=LAMPMAN
 MZ2266  PID         -  MZ2266
 MZ2266  STATE/COUNTY-  NY/GREENE
 MZ2266  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2266
 MZ2266                         *CURRENT SURVEY CONTROL
 MZ2266  ___________________________________________________________________
 MZ2266* NAD 83(1996)-  42 20 28.20652(N)    073 47 42.20135(W)     ADJUSTED  
 MZ2266* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 MZ2266  ___________________________________________________________________
 MZ2266  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MZ2266  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2266
 MZ2266  HORZ ORDER  -  THIRD
 MZ2266
 MZ2266.The horizontal coordinates were established by classical geodetic methods
 MZ2266.and adjusted by the National Geodetic Survey in January 1999..
 MZ2266
 MZ2266.The orthometric height was scaled from a topographic map.
 MZ2266
 MZ2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2266
 MZ2266.The geoid height was determined by GEOID03.
 MZ2266
 MZ2266;                    North         East     Units Scale Factor Converg.
 MZ2266;SPC NY E     -   389,732.779   208,086.467   MT  0.99994150   +0 28 29.4
 MZ2266;SPC NY E     - 1,278,648.29    682,697.02   sFT  0.99994150   +0 28 29.4
 MZ2266;UTM  18      - 4,688,359.928   599,256.478   MT  0.99972122   +0 48 41.9
 MZ2266
 MZ2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2266!SPC NY E     -   0.99999212  x   0.99994150  =   0.99993362
 MZ2266!UTM  18      -   0.99999212  x   0.99972122  =   0.99971334
 MZ2266
 MZ2266:                Primary Azimuth Mark                     Grid Az
 MZ2266:SPC NY E     -  EMPIRE BRICK CO IRON STACK               106 26 23.5
 MZ2266:UTM  18      -  EMPIRE BRICK CO IRON STACK               106 06 11.0
 MZ2266
 MZ2266|---------------------------------------------------------------------|
 MZ2266| PID    Reference Object                     Distance      Geod. Az  |
 MZ2266|                                                           dddmmss.s |
 MZ2266| MZ2274 EMPIRE BRICK CO IRON STACK          APPROX. 1.9 KM 1065452.9 |
 MZ2266| DA2763 LAMPMAN RM 1                         11.370 METERS 21248     |
 MZ2266| DA2764 LAMPMAN RM 2                         18.510 METERS 30331     |
 MZ2266| MZ2261 ST MARYS                            APPROX. 1.6 KM 3294733.6 |
 MZ2266|---------------------------------------------------------------------|
 MZ2266
 MZ2266                          SUPERSEDED SURVEY CONTROL
 MZ2266
 MZ2266  NAD 83(1996)-  42 20 28.20664(N)    073 47 42.20393(W) AD(       ) 3
 MZ2266  NAD 83(1996)-  42 20 28.20650(N)    073 47 42.20390(W) AD(       ) 3
 MZ2266  NAD 83(1996)-  42 20 28.20683(N)    073 47 42.20378(W) AD(       ) 3
 MZ2266  NAD 83(1992)-  42 20 28.20718(N)    073 47 42.20355(W) AD(       ) 3
 MZ2266  NAD 83(1992)-  42 20 28.20702(N)    073 47 42.20362(W) AD(       ) 3
 MZ2266  NAD 83(1992)-  42 20 28.20870(N)    073 47 42.20154(W) AD(       ) 3
 MZ2266  NAD 83(1986)-  42 20 28.20877(N)    073 47 42.20124(W) AD(       ) 3
 MZ2266  NAD 27      -  42 20 27.89900(N)    073 47 43.75600(W) AD(       ) 3
 MZ2266
 MZ2266.Superseded values are not recommended for survey control.
 MZ2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2266.See file dsdata.txt to determine how the superseded data were derived.
 MZ2266
 MZ2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9925688360(NAD 83)
 MZ2266
 MZ2266  HISTORY     - Date     Condition        Report By
 MZ2266  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2266  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2266  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MZ2266  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2266
 MZ2266                          STATION DESCRIPTION
 MZ2266
 MZ2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2266'ON THE W SIDE OF HUDSON RIVER 1/2 MILE S OF COXSACKIE ON THE TOP OF
 MZ2266'THE FIRST PROMINENT HILL ABOUT 400 METERS W OF THE HUDSON RIVER
 MZ2266'AND ABOUT 100 METERS E OF THE ATHENS-COXSACKIE ROAD (STATE ROAD
 MZ2266'385).  STATION IS ON TOP OF HILL IN A PEAR ORCHARD.  STATION
 MZ2266'MARK WAS FOUND IN GOOD CONDITION.  IT IS A STANDARD N.Y.S.S.
 MZ2266'GRANITE MONUMENT PROTRUDING ABOUT 4 INCHES WITH A 6-INCH SQUARE TOP
 MZ2266'WITH N.Y.S.S. 258 CUT INTO THE SIDES AND A DIAGONAL GROOVE CUT
 MZ2266'ACROSS THE TOP.  NO DIGGING WAS DONE FOR REFERENCE POTS.  A
 MZ2266'30-FOOT TOWER WAS BUILT OVER THE STATION, TWO NEW REFERENCE
 MZ2266'MARKS ESTABLISHED AND THE STATION INCORPORATED IN THE
 MZ2266'1934 C.S. RIVER SCHEME.  SEE 1934 DESCRIPTION OF STATION
 MZ2266'BELOW.
 MZ2266'
 MZ2266'STATION MARK IS IN W EDGE OF ORCHARD ROAD.  CENTER OF ROAD
 MZ2266'IS 5 FEET E OF MARK.  CHERRY TREE IS 15.1 FEET N OF MARK.  CHERRY
 MZ2266'TREE IS 17.9 FEET W OF MARK.  PEAR TREE IS 11.7 FEET NE OF
 MZ2266'REFERENCE MARK NO.1.  A CHERRY TREE IS 26.3 FEET SE OF REFERENCE
 MZ2266'MARK NO.1.  A PEAR TREE IS 9.2 FEET W OF REFERENCE MARK NO.2.  A
 MZ2266'PEAR TREE IS 6.6 FEET E OF REFERENCE MARK NO.2.  REFERENCE MARK
 MZ2266'NO.2 IS 260.8 FEET SW OF STATION.  REFERENCE MARK NO.1 IS 37.3
 MZ2266'FEET NW OF STATION.
 MZ2266
 MZ2266                          STATION RECOVERY (1974)
 MZ2266
 MZ2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 MZ2266'STATION WAS SEARCHED FOR BUT NO MARKS FOUND.  THE PEAR ORCHARD
 MZ2266'MENTIONED IN OLD DESCRIPTION WAS REMOVED MANY YEARS AGO AND THE
 MZ2266'HILL HAS BEEN CULTIVATED.  THERE WAS NO UNDERGROUND MARK AT THE
 MZ2266'STATION.  STATION BELIEVED LOST.
 MZ2266'
 MZ2266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2266'1/2-MILE SOUTH OF COXSACKIE.
 MZ2266
 MZ2266                          STATION RECOVERY (1975)
 MZ2266
 MZ2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MZ2266'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  STATION IS
 MZ2266'BELIEVED DESTROYED WHEN A HOUSE WAS BUILT AND THE HILL HAS BEEN
 MZ2266'GRADED DOWN.
 MZ2266'
 MZ2266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2266'1/2 MILE SOUTH OF COXSACKIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0559 ***********************************************************************
 KV0559  DESIGNATION -  259 NYBE+A
 KV0559  PID         -  KV0559
 KV0559  STATE/COUNTY-  NY/KINGS
 KV0559  USGS QUAD   -  JERSEY CITY (1981)
 KV0559
 KV0559                         *CURRENT SURVEY CONTROL
 KV0559  ___________________________________________________________________
 KV0559* NAD 83(1986)-  40 38 23.     (N)    074 01 36.     (W)     SCALED    
 KV0559* NAVD 88     -        16.509  (meters)      54.16   (feet)  ADJUSTED  
 KV0559  ___________________________________________________________________
 KV0559  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV0559  DYNAMIC HT  -          16.503 (meters)      54.14  (feet)  COMP
 KV0559  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 KV0559
 KV0559  VERT ORDER  -  FIRST     CLASS II
 KV0559
 KV0559.The horizontal coordinates were scaled from a topographic map and have
 KV0559.an estimated accuracy of +/- 6 seconds.
 KV0559
 KV0559.The orthometric height was determined by differential leveling
 KV0559.and adjusted by the National Geodetic Survey in June 1991..
 KV0559.WARNING-Repeat measurements at this control monument indicate possible
 KV0559.vertical movement.
 KV0559
 KV0559.The geoid height was determined by GEOID03.
 KV0559
 KV0559.The dynamic height is computed by dividing the NAVD 88
 KV0559.geopotential number by the normal gravity value computed on the
 KV0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0559.degrees latitude (g = 980.6199 gals.).
 KV0559
 KV0559.The modeled gravity was interpolated from observed gravity values.
 KV0559
 KV0559;                    North         East    Units  Estimated Accuracy
 KV0559;SPC NY L     -    52,530.      297,740.      MT  (+/- 180 meters Scaled)
 KV0559
 KV0559                          SUPERSEDED SURVEY CONTROL
 KV0559
 KV0559  NGVD 29 (??/??/??)   16.848  (m)           55.28   (f) ADJUSTED    1 2
 KV0559
 KV0559.Superseded values are not recommended for survey control.
 KV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0559.See file dsdata.txt to determine how the superseded data were derived.
 KV0559
 KV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK823992(NAD 83)
 KV0559_MARKER: Q = CHISELED SQUARE
 KV0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0559_SP_SET: CURB STONE
 KV0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0559
 KV0559  HISTORY     - Date     Condition        Report By
 KV0559  HISTORY     - 1934     MONUMENTED       NYBE+A
 KV0559  HISTORY     - 1952     GOOD             CGS
 KV0559  HISTORY     - 20060626 MARK NOT FOUND   GEOCAC
 KV0559
 KV0559                          STATION DESCRIPTION
 KV0559
 KV0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0559'AT NEW YORK.
 KV0559'AT NEW YORK, IN BOROUGH OF BROOKLYN, ALONG RIDGE BLVD. (2ND
 KV0559'AVENUE EXTENDED) BETWEEN WAKEMAN PLACE AND 65TH STREET, IN THE
 KV0559'TOP OF NORTH CORNER OF NORTHEAST CURB STONE OF SOUTHEAST CURBING
 KV0559'OF RIDGE BOULEVARD OVER EXTENSION OF SHORE ROAD.
 KV0559
 KV0559                          STATION RECOVERY (2006)
 KV0559
 KV0559'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0559'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KV0559' 
 KV0559'THE AREA ALONG RIDGE BOULEVARD BETWEEN WAKEMAN PLACE AND 65TH STREET
 KV0559'HAS BEEN COMPLETELY REBUILT AND EXIT RAMPS FROM THE SHORE PARKWAY (AKA
 KV0559'THE BELT PARKWAY) AND AN OVERPASS OVER THE SAME HAVE OBLITERATED ALL
 KV0559'SIGNS OF SHORE ROAD AND OF THE OLD CURB STONES IN THE DESCRIPTION.
 KV0559'THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1178 ***********************************************************************
 PH1178  DESIGNATION -  26
 PH1178  PID         -  PH1178
 PH1178  STATE/COUNTY-  NY/JEFFERSON
 PH1178  USGS QUAD   -  REDWOOD (1982)
 PH1178
 PH1178                         *CURRENT SURVEY CONTROL
 PH1178  ___________________________________________________________________
 PH1178* NAD 83(1986)-  44 21 04.     (N)    075 50 13.     (W)     SCALED    
 PH1178* NAVD 88     -       101.62   (+/-2cm)     333.4    (feet)  VERTCON   
 PH1178  ___________________________________________________________________
 PH1178  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 PH1178
 PH1178  VERT ORDER  -  ? (See Below)
 PH1178
 PH1178.The horizontal coordinates were scaled from a topographic map and have
 PH1178.an estimated accuracy of +/- 6 seconds.
 PH1178
 PH1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1178.The vertical order pertains to the NGVD 29 superseded value.
 PH1178
 PH1178.The geoid height was determined by GEOID03.
 PH1178
 PH1178;                    North         East    Units  Estimated Accuracy
 PH1178;SPC NY C     -   483,550.      309,510.      MT  (+/- 180 meters Scaled)
 PH1178
 PH1178                          SUPERSEDED SURVEY CONTROL
 PH1178
 PH1178  NGVD 29 (??/??/92)  101.762  (m)          333.86   (f) ADJ UNCH    ?  
 PH1178
 PH1178.Superseded values are not recommended for survey control.
 PH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1178.See file dsdata.txt to determine how the superseded data were derived.
 PH1178
 PH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ332112(NAD 83)
 PH1178_MARKER: B = BOLT
 PH1178_SETTING: 66 = SET IN ROCK OUTCROP
 PH1178_SP_SET: BEDROCK
 PH1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1178+STABILITY: POSITION/ELEVATION WELL
 PH1178
 PH1178  HISTORY     - Date     Condition        Report By
 PH1178  HISTORY     - UNK      MONUMENTED       USLS
 PH1178  HISTORY     - 1943     GOOD             NGS
 PH1178  HISTORY     - 1947     MARK NOT FOUND   AMS
 PH1178
 PH1178                          STATION DESCRIPTION
 PH1178
 PH1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH1178'4.5 MI NE FROM ALEXANDRIA BAY.
 PH1178'ABOUT 4.5 MILES NORTHEAST OF ALEXANDRIA BAY, JEFFERSON COUNTY, ABOUT
 PH1178'1-1/4 MILES SOUTHEAST OF GOOSE BAY, ABOUT 3/4 MILE WEST OF CROOKED
 PH1178'CREEK, ON CROOKED CREEK ROAD, ABOUT 840 FEET NORTHEAST OF REDWOOD
 PH1178'ROAD, ON THE JAMES ZELLAR PROPERTY, ABOUT 111 FEET SOUTHEAST OF THE
 PH1178'CENTER LINE OF THE ROAD, ABOUT 240 FEET SOUTHEAST OF THE SOUTHEAST
 PH1178'CORNER OF THE EARL H. SKINNER FRAME HOUSE, ABOUT 144 FEET SOUTH OF THE
 PH1178'SOUTHWEST CORNER OF A BARN, AND IN BEDROCK.  THE TOP OF A 1/4-INCH
 PH1178'BRASS BOLT.
 PH1178
 PH1178                          STATION RECOVERY (1947)
 PH1178
 PH1178'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0562 ***********************************************************************
 MZ0562  DESIGNATION -  26 R=SERIAL 1627
 MZ0562  PID         -  MZ0562
 MZ0562  STATE/COUNTY-  NY/DUTCHESS
 MZ0562  USGS QUAD   -  SAUGERTIES (1978)
 MZ0562
 MZ0562                         *CURRENT SURVEY CONTROL
 MZ0562  ___________________________________________________________________
 MZ0562* NAD 83(1986)-  42 03 21.     (N)    073 55 26.     (W)     SCALED    
 MZ0562* NAVD 88     -         2.192  (meters)       7.19   (feet)  ADJUSTED  
 MZ0562  ___________________________________________________________________
 MZ0562  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MZ0562  DYNAMIC HT  -           2.191 (meters)       7.19  (feet)  COMP
 MZ0562  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 MZ0562
 MZ0562  VERT ORDER  -  FIRST     CLASS II
 MZ0562
 MZ0562.The horizontal coordinates were scaled from a topographic map and have
 MZ0562.an estimated accuracy of +/- 6 seconds.
 MZ0562
 MZ0562.The orthometric height was determined by differential leveling
 MZ0562.and adjusted by the National Geodetic Survey in June 1991..
 MZ0562
 MZ0562.The geoid height was determined by GEOID03.
 MZ0562
 MZ0562.The dynamic height is computed by dividing the NAVD 88
 MZ0562.geopotential number by the normal gravity value computed on the
 MZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0562.degrees latitude (g = 980.6199 gals.).
 MZ0562
 MZ0562.The modeled gravity was interpolated from observed gravity values.
 MZ0562
 MZ0562;                    North         East    Units  Estimated Accuracy
 MZ0562;SPC NY E     -   357,960.      197,690.      MT  (+/- 180 meters Scaled)
 MZ0562
 MZ0562                          SUPERSEDED SURVEY CONTROL
 MZ0562
 MZ0562  NGVD 29 (??/??/92)    2.43   (m)            8.0    (f) COMPUTED    1 2
 MZ0562
 MZ0562.Superseded values are not recommended for survey control.
 MZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0562.See file dsdata.txt to determine how the superseded data were derived.
 MZ0562
 MZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM890565(NAD 83)
 MZ0562_MARKER: Q = CHISELED SQUARE
 MZ0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0562_SP_SET: CULVERT
 MZ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0562
 MZ0562  HISTORY     - Date     Condition        Report By
 MZ0562  HISTORY     - UNK      MONUMENTED       USE
 MZ0562  HISTORY     - 1955     GOOD             NGS
 MZ0562
 MZ0562                          STATION DESCRIPTION
 MZ0562
 MZ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0562'0.3 MI S FROM TIVOLI.
 MZ0562'ABOUT 0.3 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0562'STATION AT TIVOLI, ABOUT 0.3 MILE SOUTH OF MILE POST NY 99, AN
 MZ0562'OUTLINED SQUARE FLANKED BY THE LETTERS U.S. IN THE TOP OF THE NORTH
 MZ0562'END OF EAST CONCRETE HEAD WALL OF A 7-FOOT BOX CULVERT UNDER TRACKS, 6
 MZ0562'3/4 FEET EAST OF EAST RAIL OF EAST TRACK, 16 FEET SOUTHWEST OF
 MZ0562'TELEPHONE POLE NO. 98/42, 2 1/2 FEET SOUTH OF NORTH END OF HEAD WALL
 MZ0562'AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0469 ***********************************************************************
 KU0469  DESIGNATION -  26 WILLETS PT
 KU0469  PID         -  KU0469
 KU0469  STATE/COUNTY-  NY/SUFFOLK
 KU0469  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU0469
 KU0469                         *CURRENT SURVEY CONTROL
 KU0469  ___________________________________________________________________
 KU0469* NAD 83(1986)-  40 51 30.     (N)    073 12 47.     (W)     SCALED    
 KU0469* NAVD 88     -         7.505  (meters)      24.62   (feet)  ADJUSTED  
 KU0469  ___________________________________________________________________
 KU0469  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU0469  DYNAMIC HT  -           7.502 (meters)      24.61  (feet)  COMP
 KU0469  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 KU0469
 KU0469  VERT ORDER  -  SECOND    CLASS 0
 KU0469
 KU0469.The horizontal coordinates were scaled from a topographic map and have
 KU0469.an estimated accuracy of +/- 6 seconds.
 KU0469
 KU0469.The orthometric height was determined by differential leveling
 KU0469.and adjusted by the National Geodetic Survey in June 1991..
 KU0469
 KU0469.The geoid height was determined by GEOID03.
 KU0469
 KU0469.The dynamic height is computed by dividing the NAVD 88
 KU0469.geopotential number by the normal gravity value computed on the
 KU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0469.degrees latitude (g = 980.6199 gals.).
 KU0469
 KU0469.The modeled gravity was interpolated from observed gravity values.
 KU0469
 KU0469;                    North         East    Units  Estimated Accuracy
 KU0469;SPC NY L     -    77,110.      366,350.      MT  (+/- 180 meters Scaled)
 KU0469
 KU0469                          SUPERSEDED SURVEY CONTROL
 KU0469
 KU0469  NGVD 29 (??/??/92)    7.83   (m)           25.7    (f) COMPUTED    2 0
 KU0469
 KU0469.Superseded values are not recommended for survey control.
 KU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0469.See file dsdata.txt to determine how the superseded data were derived.
 KU0469
 KU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL506245(NAD 83)
 KU0469_MARKER: DD = SURVEY DISK
 KU0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0469_SP_SET: BRIDGE
 KU0469_STAMPING: 26 WILLETS
 KU0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0469
 KU0469  HISTORY     - Date     Condition        Report By
 KU0469  HISTORY     - UNK      MONUMENTED       USGS
 KU0469  HISTORY     - 1932     GOOD             NGS
 KU0469  HISTORY     - 20020129 MARK NOT FOUND   LOCSUR
 KU0469
 KU0469                          STATION DESCRIPTION
 KU0469
 KU0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0469'AT SMITHTOWN.
 KU0469'SMITHTOWN, SOUTHWEST WING WALL OF BIG RAILROAD BRIDGE, CEMENT
 KU0469'PIER, WEST END OF BRIDGE, BRONZE TABLET STAMPED 26 WILLETS
 KU0469'FROM USGS BULLETIN 671, P. 175.
 KU0469
 KU0469                          STATION RECOVERY (2002)
 KU0469
 KU0469'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7791 ***********************************************************************
 DE7791  FBN         -  This is a Federal Base Network Control Station.
 DE7791  DESIGNATION -  2615
 DE7791  PID         -  DE7791
 DE7791  STATE/COUNTY-  NY/SUFFOLK
 DE7791  USGS QUAD   -  PORT JEFFERSON (1967)
 DE7791
 DE7791                         *CURRENT SURVEY CONTROL
 DE7791  ___________________________________________________________________
 DE7791* NAD 83(1996)-  40 56 35.85220(N)    073 06 08.43568(W)     ADJUSTED  
 DE7791* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 DE7791  ___________________________________________________________________
 DE7791  X           -   1,402,362.030 (meters)                     COMP
 DE7791  Y           -  -4,616,395.702 (meters)                     COMP
 DE7791  Z           -   4,157,650.604 (meters)                     COMP
 DE7791  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DE7791  ELLIP HEIGHT-         -27.02  (meters)          (09/18/02) GPS OBS
 DE7791  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DE7791
 DE7791  HORZ ORDER  -  A
 DE7791  ELLP ORDER  -  FOURTH    CLASS II
 DE7791
 DE7791.The horizontal coordinates were established by GPS observations
 DE7791.and adjusted by the National Geodetic Survey in September 2002..
 DE7791
 DE7791.The orthometric height was determined by GPS observations and a
 DE7791.high-resolution geoid model.
 DE7791
 DE7791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7791
 DE7791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7791
 DE7791.The ellipsoidal height was determined by GPS observations
 DE7791.and is referenced to NAD 83.
 DE7791
 DE7791.The geoid height was determined by GEOID03.
 DE7791
 DE7791;                    North         East     Units Scale Factor Converg.
 DE7791;SPC NY L     -    86,629.289   375,587.602   MT  0.99999622   +0 35 13.7
 DE7791;SPC NY L     -   284,216.26  1,232,240.32   sFT  0.99999622   +0 35 13.7
 DE7791;UTM  18      - 4,534,195.815   659,736.727   MT  0.99991405   +1 14 37.7
 DE7791
 DE7791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7791!SPC NY L     -   1.00000424  x   0.99999622  =   1.00000046
 DE7791!UTM  18      -   1.00000424  x   0.99991405  =   0.99991829
 DE7791
 DE7791                          SUPERSEDED SURVEY CONTROL
 DE7791
 DE7791.No superseded survey control is available for this station.
 DE7791
 DE7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5973734196(NAD 83)
 DE7791_MARKER: DD = SURVEY DISK
 DE7791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7791_STAMPING: 2-615
 DE7791_MARK LOGO: NY-103
 DE7791_PROJECTION: FLUSH
 DE7791_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7791+STABILITY: SURFACE MOTION
 DE7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7791+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7791
 DE7791  HISTORY     - Date     Condition        Report By
 DE7791  HISTORY     - 19700606 MONUMENTED       NY-103
 DE7791  HISTORY     - 20010716 GOOD             NYDT
 DE7791
 DE7791                          STATION DESCRIPTION
 DE7791
 DE7791'DESCRIBED BY NY DEPT OF TRANSP 2001 (CCO)
 DE7791'FROM THE HIGH SCHOOL BUILDING ON MAIN STREET IN BROOKHAVEN, PROCEED
 DE7791'0.25 MILE SE ALONG
 DE7791'MAIN SREET TO NORTH COUNTRY ROAD, ROUTE 25A, THENCE 0.25 MILE EAST
 DE7791'ALONG ROUTE 25A
 DE7791'(ALSO MAIN STREET)  TO THE STATION ON THE LEFT AT THE NW CORNER OF
 DE7791'ROUTE 25A, GNARLED
 DE7791'HOLLOW RD AND RUNS RD. ALTERNATIVE DIRECTIONS, FROM THE INTERSECTION
 DE7791'OF NICHOLS RD
 DE7791'(CO RT 97) AND RTE 25A, PROCEED EAST ON RTE 25A SEVERAL MILES TO THE
 DE7791'MARK ON THE LEFT, AT A
 DE7791'LOCATION THAT IS 322 METERS EAST OF A FIREHOUSE AT THE INTERSECTION OF
 DE7791'OLD TOWN RD IN
 DE7791'SETAUKET.
 DE7791' 
 DE7791'THE STATION IS THE FOLLOWING DIMENSION AND DISTANCE FROM ROAD
 DE7791'CENTERLINES, 80.5 METERS
 DE7791'WEST OF SHORE RD, 18 M WEST OF GNARLED HOLLOW RD, 13 M NORTH OF MAIN
 DE7791'ST, 4 M WEST OF
 DE7791'RUNS RD. ALSO 0.5 M EAST OF EDGE OF PAVEMENT.
 DE7791'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0671 ***********************************************************************
 OF0671  DESIGNATION -  261.6
 OF0671  PID         -  OF0671
 OF0671  STATE/COUNTY-  NY/MONROE
 OF0671  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF0671
 OF0671                         *CURRENT SURVEY CONTROL
 OF0671  ___________________________________________________________________
 OF0671* NAD 83(1986)-  43 17 51.     (N)    077 44 56.     (W)     SCALED    
 OF0671* NAVD 88     -        79.490  (meters)     260.79   (feet)  ADJUSTED  
 OF0671  ___________________________________________________________________
 OF0671  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF0671  DYNAMIC HT  -          79.473 (meters)     260.74  (feet)  COMP
 OF0671  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 OF0671
 OF0671  VERT ORDER  -  FIRST     CLASS II
 OF0671
 OF0671.The horizontal coordinates were scaled from a topographic map and have
 OF0671.an estimated accuracy of +/- 6 seconds.
 OF0671
 OF0671.The orthometric height was determined by differential leveling
 OF0671.and adjusted by the National Geodetic Survey in September 1994..
 OF0671
 OF0671.The geoid height was determined by GEOID03.
 OF0671
 OF0671.The dynamic height is computed by dividing the NAVD 88
 OF0671.geopotential number by the normal gravity value computed on the
 OF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0671.degrees latitude (g = 980.6199 gals.).
 OF0671
 OF0671.The modeled gravity was interpolated from observed gravity values.
 OF0671
 OF0671;                    North         East    Units  Estimated Accuracy
 OF0671;SPC NY W     -   366,560.      417,710.      MT  (+/- 180 meters Scaled)
 OF0671
 OF0671                          SUPERSEDED SURVEY CONTROL
 OF0671
 OF0671  NAVD 88 (06/15/91)   79.499  (m)          260.82   (f) UNKNOWN     1 2
 OF0671  NGVD 29 (??/??/92)   79.689  (m)          261.45   (f) ADJ UNCH    1 2
 OF0671
 OF0671.Superseded values are not recommended for survey control.
 OF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0671.See file dsdata.txt to determine how the superseded data were derived.
 OF0671
 OF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN770975(NAD 83)
 OF0671_MARKER: Q = CHISELED SQUARE
 OF0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0671_SP_SET: CONCRETE DRUM
 OF0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0671
 OF0671  HISTORY     - Date     Condition        Report By
 OF0671  HISTORY     - UNK      MONUMENTED       USGS
 OF0671  HISTORY     - 1942     GOOD             NGS
 OF0671  HISTORY     - 20020114 GOOD             NGS
 OF0671
 OF0671                          STATION DESCRIPTION
 OF0671
 OF0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0671'3.0 MI NE FROM HILTON.
 OF0671'TO REACH FROM THE POST OFFICE AT HILTON. PROCEED ABOUT 2.3
 OF0671'MILES EASTERLY ALONG EAST AVENUE AND WILDER ROAD TO THE INTERSECTION
 OF0671'OF WILDER AND MANITOU ROADS. THENCE GO ABOUT 0.7 MILES NORTHERLY
 OF0671'ALONG MANITOU ROAD TO INTERSECTION OF HINCHER ROAD AND SITE OF
 OF0671'BENCH MARK. BENCH MARK IS ABOUT 54.0 FEET SOUTH OF CENTERLINE OF
 OF0671'HINCHER ROAD. ABOUT 20.0 FEET EAST OF AND 0.5 FOOT BELOW CENTERLINE
 OF0671'OFMANITOU ROAD, ON SOUTHWEST CORNER OF CONCRETE DRAIN. NOTE--1.3
 OF0671'MI. ALONG MANITOU RD. (ST.HWY. 261) FROM NYC XING.
 OF0671
 OF0671                          STATION RECOVERY (2002)
 OF0671
 OF0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF0671'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0977 ***********************************************************************
 OE0977  DESIGNATION -  264
 OE0977  PID         -  OE0977
 OE0977  STATE/COUNTY-  NY/MADISON
 OE0977  USGS QUAD   -  ONEIDA (1993)
 OE0977
 OE0977                         *CURRENT SURVEY CONTROL
 OE0977  ___________________________________________________________________
 OE0977* NAD 83(1986)-  43 04 47.     (N)    075 43 35.     (W)     SCALED    
 OE0977* NAVD 88     -       130.227  (meters)     427.25   (feet)  ADJUSTED  
 OE0977  ___________________________________________________________________
 OE0977  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 OE0977  DYNAMIC HT  -         130.194 (meters)     427.14  (feet)  COMP
 OE0977  MODELED GRAV-     980,364.2   (mgal)                       NAVD 88
 OE0977
 OE0977  VERT ORDER  -  FIRST     CLASS II
 OE0977
 OE0977.The horizontal coordinates were scaled from a topographic map and have
 OE0977.an estimated accuracy of +/- 6 seconds.
 OE0977
 OE0977.The orthometric height was determined by differential leveling
 OE0977.and adjusted by the National Geodetic Survey in June 1991..
 OE0977
 OE0977.The geoid height was determined by GEOID03.
 OE0977
 OE0977.The dynamic height is computed by dividing the NAVD 88
 OE0977.geopotential number by the normal gravity value computed on the
 OE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0977.degrees latitude (g = 980.6199 gals.).
 OE0977
 OE0977.The modeled gravity was interpolated from observed gravity values.
 OE0977
 OE0977;                    North         East    Units  Estimated Accuracy
 OE0977;SPC NY C     -   342,380.      319,780.      MT  (+/- 180 meters Scaled)
 OE0977
 OE0977                          SUPERSEDED SURVEY CONTROL
 OE0977
 OE0977  NGVD 29 (??/??/92)  130.40   (m)          427.8    (f) COMPUTED    1 2
 OE0977
 OE0977.Superseded values are not recommended for survey control.
 OE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0977.See file dsdata.txt to determine how the superseded data were derived.
 OE0977
 OE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN408699(NAD 83)
 OE0977_MARKER: R = RIVET
 OE0977_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OE0977_SP_SET: BRIDGE ABUTMENT
 OE0977_MARK LOGO: NONE  
 OE0977_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OE0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0977
 OE0977  HISTORY     - Date     Condition        Report By
 OE0977  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0977  HISTORY     - 1931     GOOD             NGS
 OE0977  HISTORY     - 1958     GOOD             NGS
 OE0977  HISTORY     - 20010117 GOOD             NYDT
 OE0977
 OE0977                          STATION DESCRIPTION
 OE0977
 OE0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0977'1.5 MI E FROM CANASTOTA.
 OE0977'ON CULVERT NO. 38 OF OLD ERIE CANAL.  WHERE OLD CANAL APROACHES WITHIN
 OE0977'ABOUT 100 YARDS OF MAIN LINE OF NEW YORK CENTRAL RAILROAD.  ON COPING
 OE0977'OF PARAPET OVER FACE OF EAST WING, TOWPATH ABUTMENT.
 OE0977
 OE0977                          STATION RECOVERY (1958)
 OE0977
 OE0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OE0977'RECOVERED IN GOOD CONDITION.
 OE0977
 OE0977                          STATION RECOVERY (2001)
 OE0977
 OE0977'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 OE0977'POINT FOUND AS DESCRIBED IN GOOD CONDITION
 OE0977'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0220 ***********************************************************************
 LY0220  DESIGNATION -  264.3
 LY0220  PID         -  LY0220
 LY0220  STATE/COUNTY-  NY/ULSTER
 LY0220  USGS QUAD   -  KINGSTON WEST (1980)
 LY0220
 LY0220                         *CURRENT SURVEY CONTROL
 LY0220  ___________________________________________________________________
 LY0220* NAD 83(1986)-  41 57 33.     (N)    074 03 25.     (W)     SCALED    
 LY0220* NAVD 88     -        80.317  (meters)     263.51   (feet)  ADJUSTED  
 LY0220  ___________________________________________________________________
 LY0220  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LY0220  DYNAMIC HT  -          80.288 (meters)     263.41  (feet)  COMP
 LY0220  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 LY0220
 LY0220  VERT ORDER  -  SECOND    CLASS 0
 LY0220
 LY0220.The horizontal coordinates were scaled from a topographic map and have
 LY0220.an estimated accuracy of +/- 6 seconds.
 LY0220
 LY0220.The orthometric height was determined by differential leveling
 LY0220.and adjusted by the National Geodetic Survey in June 1991..
 LY0220
 LY0220.The geoid height was determined by GEOID03.
 LY0220
 LY0220.The dynamic height is computed by dividing the NAVD 88
 LY0220.geopotential number by the normal gravity value computed on the
 LY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0220.degrees latitude (g = 980.6199 gals.).
 LY0220
 LY0220.The modeled gravity was interpolated from observed gravity values.
 LY0220
 LY0220;                    North         East    Units  Estimated Accuracy
 LY0220;SPC NY E     -   347,160.      186,730.      MT  (+/- 180 meters Scaled)
 LY0220
 LY0220                          SUPERSEDED SURVEY CONTROL
 LY0220
 LY0220  NGVD 29 (??/??/92)   80.557  (m)          264.29   (f) ADJ UNCH    2 0
 LY0220
 LY0220.Superseded values are not recommended for survey control.
 LY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0220.See file dsdata.txt to determine how the superseded data were derived.
 LY0220
 LY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM781456(NAD 83)
 LY0220_MARKER: Q = CHISELED SQUARE
 LY0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0220_SP_SET: SEMAPHORE
 LY0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0220
 LY0220  HISTORY     - Date     Condition        Report By
 LY0220  HISTORY     - UNK      MONUMENTED       USGS
 LY0220  HISTORY     - 1934     GOOD             NGS
 LY0220  HISTORY     - 1942     GOOD             USGS
 LY0220  HISTORY     - 1984     GOOD             USPSQD
 LY0220
 LY0220                          STATION DESCRIPTION
 LY0220
 LY0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0220'4 MI W FROM KINGSTON.
 LY0220'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0220'RAILWAY, 0.8 MILE WEST OF MP NO. K 6, 0.2 MILE EAST OF MP NO.
 LY0220'K 7, 3 YARDS SOUTH OF SOUTH RAIL, ON NORTHWEST CORNER OF CONCRETE
 LY0220'FOUNDATION OF SIGNAL SEMAPHORE NO. 6-8.
 LY0220
 LY0220                          STATION RECOVERY (1942)
 LY0220
 LY0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LY0220'RECOVERED IN GOOD CONDITION.
 LY0220
 LY0220                          STATION RECOVERY (1984)
 LY0220
 LY0220'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0220'THE 40 X 40 CONCRETE BASE IS IN LOCATION AS DESCRIBED SEMAPHORE BASE,
 LY0220'HOWEVER THE NORTHWEST CORNER IS BROKEN OFF POSSIBLY BY FREEZING BUT
 LY0220'THE CHISELED SQUARE OF THE BROKEN OFF PIECE IS OBSCURED LOST POSSIBLY
 LY0220'DUE TO WEATHERING. THE BASE IS OBVIOULY IN THE SAME LOCATION SO IT
 LY0220'CAN STILL BE USED AS A SURVEY LOCATION BUT ON PAINTED LETTER REMAINS
 LY0220'THE REFERENCE TO A FARM ROAD CROSSING IS USELESS SINCE THERE IS NO
 LY0220'TRACE OF A FARM ROAD NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0122 ***********************************************************************
 PJ0122  DESIGNATION -  266
 PJ0122  PID         -  PJ0122
 PJ0122  STATE/COUNTY-  NY/JEFFERSON
 PJ0122  USGS QUAD   -  CHAUMONT (1958)
 PJ0122
 PJ0122                         *CURRENT SURVEY CONTROL
 PJ0122  ___________________________________________________________________
 PJ0122* NAD 83(1986)-  44 04 55.     (N)    076 11 53.     (W)     SCALED    
 PJ0122* NAVD 88     -        80.484  (meters)     264.05   (feet)  ADJUSTED  
 PJ0122  ___________________________________________________________________
 PJ0122  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 PJ0122  DYNAMIC HT  -          80.472 (meters)     264.02  (feet)  COMP
 PJ0122  MODELED GRAV-     980,477.4   (mgal)                       NAVD 88
 PJ0122
 PJ0122  VERT ORDER  -  SECOND    CLASS 0
 PJ0122
 PJ0122.The horizontal coordinates were scaled from a topographic map and have
 PJ0122.an estimated accuracy of +/- 6 seconds.
 PJ0122
 PJ0122.The orthometric height was determined by differential leveling
 PJ0122.and adjusted by the National Geodetic Survey in June 1991..
 PJ0122
 PJ0122.The geoid height was determined by GEOID03.
 PJ0122
 PJ0122.The dynamic height is computed by dividing the NAVD 88
 PJ0122.geopotential number by the normal gravity value computed on the
 PJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0122.degrees latitude (g = 980.6199 gals.).
 PJ0122
 PJ0122.The modeled gravity was interpolated from observed gravity values.
 PJ0122
 PJ0122;                    North         East    Units  Estimated Accuracy
 PJ0122;SPC NY C     -   453,440.      280,860.      MT  (+/- 180 meters Scaled)
 PJ0122
 PJ0122                          SUPERSEDED SURVEY CONTROL
 PJ0122
 PJ0122  NGVD 29 (??/??/92)   80.631  (m)          264.54   (f) ADJ UNCH    2 0
 PJ0122
 PJ0122.Superseded values are not recommended for survey control.
 PJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0122.See file dsdata.txt to determine how the superseded data were derived.
 PJ0122
 PJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP040816(NAD 83)
 PJ0122_MARKER: DD = SURVEY DISK
 PJ0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PJ0122_SP_SET: STONE FOUNDATION
 PJ0122_STAMPING: 266 CAPE VINCENT
 PJ0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PJ0122
 PJ0122  HISTORY     - Date     Condition        Report By
 PJ0122  HISTORY     - UNK      MONUMENTED       USGS
 PJ0122  HISTORY     - 1942     GOOD             NGS
 PJ0122  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 PJ0122
 PJ0122                          STATION DESCRIPTION
 PJ0122
 PJ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PJ0122'AT THREE MILE BAY.
 PJ0122'BENCH MARK IS SET VERTICALLY IN THE SOUTHEAST CORNER OF THE STONE
 PJ0122'FOUNDATION OF THE BAPTIST CHURCH, IT IS 1.2 FEET NORTH OF THE CORNER
 PJ0122'AND 3.0 FEET ABOVE THE GROUND.
 PJ0122
 PJ0122                          STATION RECOVERY (1995)
 PJ0122
 PJ0122'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1714 ***********************************************************************
 OE1714  DESIGNATION -  266
 OE1714  PID         -  OE1714
 OE1714  STATE/COUNTY-  NY/HAMILTON
 OE1714  USGS QUAD   -  
 OE1714
 OE1714                         *CURRENT SURVEY CONTROL
 OE1714  ___________________________________________________________________
 OE1714* NAD 83(1996)-  43 44 28.23944(N)    074 06 27.50461(W)     ADJUSTED  
 OE1714* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 OE1714  ___________________________________________________________________
 OE1714  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OE1714  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OE1714
 OE1714  HORZ ORDER  -  FIRST
 OE1714
 OE1714.The horizontal coordinates were established by classical geodetic methods
 OE1714.and adjusted by the National Geodetic Survey in January 1999..
 OE1714
 OE1714.The orthometric height was scaled from a topographic map.
 OE1714
 OE1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1714
 OE1714.The geoid height was determined by GEOID03.
 OE1714
 OE1714;                    North         East     Units Scale Factor Converg.
 OE1714;SPC NY E     -   545,083.329   181,603.019   MT  0.99991228   +0 16 16.6
 OE1714;SPC NY E     - 1,788,327.56    595,809.24   sFT  0.99991228   +0 16 16.6
 OE1714;UTM  18      - 4,843,513.555   571,854.566   MT  0.99966350   +0 37 01.2
 OE1714
 OE1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1714!SPC NY E     -   0.99987903  x   0.99991228  =   0.99979132
 OE1714!UTM  18      -   0.99987903  x   0.99966350  =   0.99954257
 OE1714
 OE1714:                Primary Azimuth Mark                     Grid Az
 OE1714:SPC NY E     -  GORE MOUNTAIN LOOKOUT TOWER              147 37 32.0
 OE1714:UTM  18      -  GORE MOUNTAIN LOOKOUT TOWER              147 16 47.4
 OE1714
 OE1714|---------------------------------------------------------------------|
 OE1714| PID    Reference Object                     Distance      Geod. Az  |
 OE1714|                                                           dddmmss.s |
 OE1714| OE1710 GORE MOUNTAIN LOOKOUT TOWER         APPROX. 8.9 KM 1475348.6 |
 OE1714| CZ8999 266 RM 1                              7.834 METERS 19946     |
 OE1714| CZ9000 266 RM 2                              7.209 METERS 26616     |
 OE1714|---------------------------------------------------------------------|
 OE1714
 OE1714                          SUPERSEDED SURVEY CONTROL
 OE1714
 OE1714  NAD 83(1986)-  43 44 28.24477(N)    074 06 27.50534(W) AD(       ) 1
 OE1714  NAD 27      -  43 44 28.01466(N)    074 06 29.00608(W) AD(       ) 1
 OE1714
 OE1714.Superseded values are not recommended for survey control.
 OE1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1714.See file dsdata.txt to determine how the superseded data were derived.
 OE1714
 OE1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP7185543514(NAD 83)
 OE1714_MARKER: DD = SURVEY DISK
 OE1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1714
 OE1714  HISTORY     - Date     Condition        Report By
 OE1714  HISTORY     - 1942     MONUMENTED       NYSS
 OE1714  HISTORY     - 1981     GOOD             LOCSUR
 OE1714
 OE1714                          STATION DESCRIPTION
 OE1714
 OE1714'DESCRIBED BY NEW YORK STATE SURVEY 1942 (GWL)
 OE1714'THE STATION IS ON THE SUMMIT OF AN ALMOST BARE ROCKY HILL, ABOUT
 OE1714'2-1/2 MILES WSW OF THE VILLAGE OF NORTH RIVER, ON LAND OWNED BY
 OE1714'THE STATE.  THE DISK IS SET IN THE HIGHEST POINT OF THE HUGE ROCK
 OE1714'OUTCROP.  THERE ARE FOUR EYEBOLTS CEMENTED IN DRILL HOLES IN THE
 OE1714'ROCK.  IT IS 10.4 FEET NW OF THE S EYEBOLT, 10 FEET WSW OF THE E
 OE1714'EYEBOLT, 10 FEET SE OF THE N BOLT, AND 9 FEET ENE OF THE W
 OE1714'BOLT.  IT IS MARKED WITH A BRONZE TABLET, 0.16 FOOT IN DIAMETER
 OE1714'CEMENTED IN A DRILL HOLE IN THE ROCK.  THE MARK HAS A
 OE1714'QUARTER-INCH RIM WITH A SUNKEN CENTER.  IT IS STAMPED STA. NO.
 OE1714'266.
 OE1714'
 OE1714'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN BOULDERS.
 OE1714'
 OE1714'REFERENCE MARK NO.1 IS S OF THE STATION, ON THE S BREAK OF THE
 OE1714'RIDGE, ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED NO. 266
 OE1714'N.Y.S.S. NO. 1 1942.
 OE1714'
 OE1714'REFERENCE MARK NO.2 IS W OF THE STATION, ON THE W BREAK OF THE
 OE1714'RIDGE, AND IN THE SAME STRATA OF ROCK AS THE STATION.  IT IS
 OE1714'STAMPED NO. 266 N.Y.S.S. NO. 2 1942.
 OE1714'
 OE1714'THE GORE MOUNTAIN LOOKOUT TOWER OR STATION BURGEY (U.S.G.S.) WILL
 OE1714'SERVE AS AN AZIMUTH MARK.
 OE1714'
 OE1714'TO REACH THE STATION FROM THE POST OFFICE IN NORTH CREEK GO W
 OE1714'ON STATE HIGHWAY 28 FOR 5.1 MILES TO THE NORTH RIVER GARAGE AND
 OE1714'A MACADAM ROAD LEFT.  TURN LEFT AND GO 2.6 MILES TO A PRIVATE
 OE1714'DRIVEWAY AND A HOUSE ON THE RIGHT.  THIS IS THE END OF TRUCK
 OE1714'TRAVEL.  FROM THE LEFT SIDE OF THE HOUSE PROCEED ON FOOT,
 OE1714'FOLLOWING A WELL-BLAZED TRAIL UP THROUGH THE TIMBER TO THE TOP
 OE1714'OF THE RIDGE, THEN BEAR RIGHT ALONG THE BACK OF THE RIDGE TO THE
 OE1714'HIGHEST POINT AND THE STATION.  THE PACK REQUIRES ABOUT ONE
 OE1714'HOUR.
 OE1714'
 OE1714'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION MAXAM (N.Y.S.S.).
 OE1714'
 OE1714'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION BURGEY
 OE1714'(U.S.G.S.).
 OE1714'
 OE1714'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION PEAKED.
 OE1714'
 OE1714'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION OUTCROP
 OE1714'(U.S.G.S.).
 OE1714'
 OE1714'A 4-FOOT STAND WILL SEE A 45-FOOT LIGHT AT STATION GORE.
 OE1714'
 OE1714'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 OE1714
 OE1714                          STATION RECOVERY (1981)
 OE1714
 OE1714'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (WEB)
 OE1714'STA NO. 266 RECOVERED GOOD.
 OE1714'
 OE1714'NO 266 NYSS NO 1 1942 RECOVERED GOOD.
 OE1714'
 OE1714'NO 266 NYSS NO 2 1942 RECOVERED GOOD.
 OE1714'
 OE1714'N.B. STATION IS NOT ON PROPERTY OF THE STATE OF NEW YORK, BUT IS
 OE1714'ON LAND OWNED BY THE BARTON MINES CORPORATION.  FOR A BETTER
 OE1714'APPROACH SEE ATTACHED NOTES.  I GUYED A SIGNAL STAFF OVER STATION
 OE1714'AND SET A CAIRN OF STONES AROUND BASE.  WEB.
 OE1714'
 OE1714'DISTANCE AND DIRECTION FROM NEAREST TOWN--WSW NORTH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0498 ***********************************************************************
 NB0498  DESIGNATION -  267 NYCRR
 NB0498  PID         -  NB0498
 NB0498  STATE/COUNTY-  NY/CAYUGA
 NB0498  USGS QUAD   -  AUBURN (1978)
 NB0498
 NB0498                         *CURRENT SURVEY CONTROL
 NB0498  ___________________________________________________________________
 NB0498* NAD 83(1986)-  42 55 49.     (N)    076 34 56.     (W)     SCALED    
 NB0498* NAVD 88     -       199.410  (meters)     654.23   (feet)  ADJUSTED  
 NB0498  ___________________________________________________________________
 NB0498  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NB0498  DYNAMIC HT  -         199.357 (meters)     654.06  (feet)  COMP
 NB0498  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 NB0498
 NB0498  VERT ORDER  -  FIRST     CLASS II
 NB0498
 NB0498.The horizontal coordinates were scaled from a topographic map and have
 NB0498.an estimated accuracy of +/- 6 seconds.
 NB0498
 NB0498.The orthometric height was determined by differential leveling
 NB0498.and adjusted by the National Geodetic Survey in June 1991..
 NB0498
 NB0498.The geoid height was determined by GEOID03.
 NB0498
 NB0498.The dynamic height is computed by dividing the NAVD 88
 NB0498.geopotential number by the normal gravity value computed on the
 NB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0498.degrees latitude (g = 980.6199 gals.).
 NB0498
 NB0498.The modeled gravity was interpolated from observed gravity values.
 NB0498
 NB0498;                    North         East    Units  Estimated Accuracy
 NB0498;SPC NY C     -   325,430.      250,090.      MT  (+/- 180 meters Scaled)
 NB0498
 NB0498                          SUPERSEDED SURVEY CONTROL
 NB0498
 NB0498  NGVD 29 (??/??/92)  199.565  (m)          654.74   (f) ADJ UNCH    1 2
 NB0498
 NB0498.Superseded values are not recommended for survey control.
 NB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0498.See file dsdata.txt to determine how the superseded data were derived.
 NB0498
 NB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN708542(NAD 83)
 NB0498_MARKER: Z = SEE DESCRIPTION
 NB0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0498_SP_SET: WATER TABLE
 NB0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0498
 NB0498  HISTORY     - Date     Condition        Report By
 NB0498  HISTORY     - UNK      MONUMENTED       NYCRR
 NB0498  HISTORY     - 1932     GOOD             NGS
 NB0498  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0498  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0498
 NB0498                          STATION DESCRIPTION
 NB0498
 NB0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0498'AT AUBURN.
 NB0498'AT THE MONROE STREET STATION OF THE LEHIGH VALLEY RAILROAD, AT
 NB0498'THE NORTHEAST CORNER OF THE BUILDING, THE TOP OF THE NORTHEAST
 NB0498'CORNER OF THE SECOND WATER TABLE FROM THE BOTTOM.
 NB0498
 NB0498                          STATION RECOVERY (1982)
 NB0498
 NB0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0498'NOT RECOVERED, THE MONROE STREET STATION HAS BEEN RAZED AND
 NB0498'MARK SHOULD BE CONSIDERED DESTROYED.
 NB0498
 NB0498                          STATION RECOVERY (1985)
 NB0498
 NB0498'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0983 ***********************************************************************
 OE0983  DESIGNATION -  268
 OE0983  PID         -  OE0983
 OE0983  STATE/COUNTY-  NY/MADISON
 OE0983  USGS QUAD   -  CANASTOTA (1993)
 OE0983
 OE0983                         *CURRENT SURVEY CONTROL
 OE0983  ___________________________________________________________________
 OE0983* NAD 83(1986)-  43 04 35.     (N)    075 46 25.     (W)     SCALED    
 OE0983* NAVD 88     -       130.605  (meters)     428.49   (feet)  ADJUSTED  
 OE0983  ___________________________________________________________________
 OE0983  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OE0983  DYNAMIC HT  -         130.572 (meters)     428.38  (feet)  COMP
 OE0983  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 OE0983
 OE0983  VERT ORDER  -  FIRST     CLASS II
 OE0983
 OE0983.The horizontal coordinates were scaled from a topographic map and have
 OE0983.an estimated accuracy of +/- 6 seconds.
 OE0983
 OE0983.The orthometric height was determined by differential leveling
 OE0983.and adjusted by the National Geodetic Survey in June 1991..
 OE0983
 OE0983.The geoid height was determined by GEOID03.
 OE0983
 OE0983.The dynamic height is computed by dividing the NAVD 88
 OE0983.geopotential number by the normal gravity value computed on the
 OE0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0983.degrees latitude (g = 980.6199 gals.).
 OE0983
 OE0983.The modeled gravity was interpolated from observed gravity values.
 OE0983
 OE0983;                    North         East    Units  Estimated Accuracy
 OE0983;SPC NY C     -   341,970.      315,940.      MT  (+/- 180 meters Scaled)
 OE0983
 OE0983                          SUPERSEDED SURVEY CONTROL
 OE0983
 OE0983  NGVD 29 (??/??/92)  130.784  (m)          429.08   (f) ADJ UNCH    1 2
 OE0983
 OE0983.Superseded values are not recommended for survey control.
 OE0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0983.See file dsdata.txt to determine how the superseded data were derived.
 OE0983
 OE0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN370695(NAD 83)
 OE0983_MARKER: Z = SEE DESCRIPTION
 OE0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0983_SP_SET: STONE COPING
 OE0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0983
 OE0983  HISTORY     - Date     Condition        Report By
 OE0983  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0983  HISTORY     - 1931     GOOD             NGS
 OE0983  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OE0983
 OE0983                          STATION DESCRIPTION
 OE0983
 OE0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0983'1.0 MI W FROM CANASTOTA.
 OE0983'ABOUT 300 FEET NORTH OF MAIN LINE OF NEW YORK CENTRAL RAILROAD. ACROSS
 OE0983'ERIE CANAL FROM WEST END OF GENERAL FOOD CORPORATION PLANT. ON TOWPATH
 OE0983'SIDE OF CULVERT NO. 41. ON EAST END OF COPING.
 OE0983
 OE0983                          STATION RECOVERY (1997)
 OE0983
 OE0983'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0947 ***********************************************************************
 MZ0947  DESIGNATION -  269
 MZ0947  PID         -  MZ0947
 MZ0947  STATE/COUNTY-  NY/SARATOGA
 MZ0947  USGS QUAD   -  ROUND LAKE (1980)
 MZ0947
 MZ0947                         *CURRENT SURVEY CONTROL
 MZ0947  ___________________________________________________________________
 MZ0947* NAD 83(1986)-  42 55 14.     (N)    073 52 11.     (W)     SCALED    
 MZ0947* NAVD 88     -        82.274  (meters)     269.93   (feet)  ADJUSTED  
 MZ0947  ___________________________________________________________________
 MZ0947  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MZ0947  DYNAMIC HT  -          82.252 (meters)     269.86  (feet)  COMP
 MZ0947  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 MZ0947
 MZ0947  VERT ORDER  -  FIRST     CLASS II
 MZ0947
 MZ0947.The horizontal coordinates were scaled from a topographic map and have
 MZ0947.an estimated accuracy of +/- 6 seconds.
 MZ0947
 MZ0947.The orthometric height was determined by differential leveling
 MZ0947.and adjusted by the National Geodetic Survey in June 1991..
 MZ0947
 MZ0947.The geoid height was determined by GEOID03.
 MZ0947
 MZ0947.The dynamic height is computed by dividing the NAVD 88
 MZ0947.geopotential number by the normal gravity value computed on the
 MZ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0947.degrees latitude (g = 980.6199 gals.).
 MZ0947
 MZ0947.The modeled gravity was interpolated from observed gravity values.
 MZ0947
 MZ0947;                    North         East    Units  Estimated Accuracy
 MZ0947;SPC NY E     -   454,040.      201,460.      MT  (+/- 180 meters Scaled)
 MZ0947
 MZ0947                          SUPERSEDED SURVEY CONTROL
 MZ0947
 MZ0947.No superseded survey control is available for this station.
 MZ0947
 MZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN922526(NAD 83)
 MZ0947_MARKER: DD = SURVEY DISK
 MZ0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0947_SP_SET: CULVERT
 MZ0947_STAMPING: 269 ALBANY 1899
 MZ0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0947
 MZ0947  HISTORY     - Date     Condition        Report By
 MZ0947  HISTORY     - 1899     MONUMENTED       USGS
 MZ0947  HISTORY     - 1942     GOOD             NGS
 MZ0947  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 MZ0947  HISTORY     - 20010718 MARK NOT FOUND   USPSQD
 MZ0947  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 MZ0947  HISTORY     - 20030820 MARK NOT FOUND   USPSQD
 MZ0947  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 MZ0947  HISTORY     - 20050822 MARK NOT FOUND   USPSQD
 MZ0947
 MZ0947                          STATION DESCRIPTION
 MZ0947
 MZ0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0947'0.7 MI N FROM BALLSTON LAKE.
 MZ0947'ABOUT 0.7 MILES NORTH OF THE DELAWARE AND HUDSON RAILROAD.  SET IN THE
 MZ0947'CENTER OF THE WEST ABUTMENT OF A RAILROAD CULVERT.  ABOUT 7.5 FEET
 MZ0947'WEST OF WEST RAIL. ABOUT 20 FEET SOUTH EAST OF A POWER POLE AND ABOUT
 MZ0947'25 FEET EAST OF AN ABANDONED TROLLY LINE. NOTE-- BALLSTON LAKE, 0.75
 MZ0947'MILES NORTH OF, COPING STONE AT WEST END OF STONE CULVERT UNDER
 MZ0947'RAILROAD. ALUMINUM TABLET STAMPED 269 ALBANY 1899.
 MZ0947
 MZ0947                          STATION RECOVERY (1994)
 MZ0947
 MZ0947'RECOVERY NOTE BY US POWER SQUADRON 1994
 MZ0947'MARK NOT FOUND.
 MZ0947
 MZ0947                          STATION RECOVERY (2001)
 MZ0947
 MZ0947'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ0947'COPING STONE HAS AN 18 INCH CONCRETE HEADWALL APPLIED TO THE TOP OF
 MZ0947'THE STONE.  MARK MAY BE UNDER CONCRETE.  CENTER OF HEADWALL HAS AN
 MZ0947'ELEVATION DISK IMBEDDED IN IT.
 MZ0947
 MZ0947                          STATION RECOVERY (2002)
 MZ0947
 MZ0947'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ0947'MARK NOT FOUND.
 MZ0947
 MZ0947                          STATION RECOVERY (2003)
 MZ0947
 MZ0947'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0947'MARK NOT FOUND.
 MZ0947
 MZ0947                          STATION RECOVERY (2004)
 MZ0947
 MZ0947'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0947'MARK NOT FOUND.
 MZ0947
 MZ0947                          STATION RECOVERY (2005)
 MZ0947
 MZ0947'RECOVERY NOTE BY US POWER SQUADRON 2005
 MZ0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2089 ***********************************************************************
 NA2089  DESIGNATION -  26=OTSEGO RESET
 NA2089  PID         -  NA2089
 NA2089  STATE/COUNTY-  NY/OTSEGO
 NA2089  USGS QUAD   -  SPROUT BROOK (1943)
 NA2089
 NA2089                         *CURRENT SURVEY CONTROL
 NA2089  ___________________________________________________________________
 NA2089* NAD 83(1996)-  42 46 54.65713(N)    074 42 13.22207(W)     ADJUSTED  
 NA2089* NAVD 88     -       703.     (meters)    2306.     (feet)  SCALED    
 NA2089  ___________________________________________________________________
 NA2089  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 NA2089  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA2089
 NA2089  HORZ ORDER  -  FIRST
 NA2089
 NA2089.The horizontal coordinates were established by classical geodetic methods
 NA2089.and adjusted by the National Geodetic Survey in January 1999..
 NA2089
 NA2089.The orthometric height was scaled from a topographic map.
 NA2089
 NA2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2089
 NA2089.The geoid height was determined by GEOID03.
 NA2089
 NA2089;                    North         East     Units Scale Factor Converg.
 NA2089;SPC NY E     -   438,459.978   133,335.354   MT  0.99990342   -0 08 18.0
 NA2089;SPC NY E     - 1,438,514.11    437,451.07   sFT  0.99990342   -0 08 18.0
 NA2089;UTM  18      - 4,736,632.557   524,238.422   MT  0.99960723   +0 12 04.6
 NA2089
 NA2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2089!SPC NY E     -   0.99989464  x   0.99990342  =   0.99979807
 NA2089!UTM  18      -   0.99989464  x   0.99960723  =   0.99950191
 NA2089
 NA2089|---------------------------------------------------------------------|
 NA2089| PID    Reference Object                     Distance      Geod. Az  |
 NA2089|                                                           dddmmss.s |
 NA2089| CZ9049 OTSEGO RM 1                          29.315 METERS 06338     |
 NA2089| CZ9048 OTSEGO AZ MK                                       1863752.4 |
 NA2089| CZ9050 OTSEGO RM 2                          25.079 METERS 19035     |
 NA2089|---------------------------------------------------------------------|
 NA2089
 NA2089                          SUPERSEDED SURVEY CONTROL
 NA2089
 NA2089  NAD 83(1986)-  42 46 54.66083(N)    074 42 13.22338(W) AD(       ) 1
 NA2089  NAD 27      -  42 46 54.39300(N)    074 42 14.70800(W) AD(       ) 1
 NA2089
 NA2089.Superseded values are not recommended for survey control.
 NA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2089.See file dsdata.txt to determine how the superseded data were derived.
 NA2089
 NA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN2423836633(NAD 83)
 NA2089
 NA2089  HISTORY     - Date     Condition        Report By
 NA2089  HISTORY     - 1876     MONUMENTED       CGS
 NA2089  HISTORY     - 1881     SEE DESCRIPTION  CGS
 NA2089  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NA2089  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2089  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2089
 NA2089                          STATION DESCRIPTION
 NA2089
 NA2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1876 (RDC)
 NA2089'STATION IS IN THE EASTERN PART OF CHERRY VALLEY TOWNSHIP, AND
 NA2089'IS 4 MILES W FROM SHARON SPRINGS POST OFFICE AND 3-1/2 MILES
 NA2089'FROM CHERRY VALLEY POST OFFICE IN AN ESE DIRECTION.  IT IS IN A
 NA2089'PASTURE BELONGING TO MELVIN MC FEE AND IS ABOUT 1/3 OF A MILE N
 NA2089'BY W FROM HIS HOUSE.
 NA2089'
 NA2089'THE TOP OF THE HILL IS SMOOTH, FREE FROM ROCKS AND IS ALMOST LEVEL.
 NA2089'
 NA2089'THE STATION IS MARKED BY A STONE JUG (2 GALLONS) WITH ITS
 NA2089'BOTTOM KNOCKED OUT, THE TOP OF WHICH IS BURIED 1-1/2 FEET
 NA2089'BELOW THE SURFACE.  A LARGE ROUND BOULDER WAS PLACED OVER THE
 NA2089'POINT.
 NA2089'
 NA2089'TO CORNER OF FENCE AND STONE WALL S 80 DEG 00 MIN E 282 FEET.
 NA2089'
 NA2089'TO RAIL FENCE S 15.5 FEET.
 NA2089'
 NA2089'THE STATION IS BEST APPROACHED BY CARRIAGE ROAD FROM THE
 NA2089'RAILROAD STATION AT SHARON TO THE HOUSE OF MR. MC FEE, THENCE
 NA2089'THROUGH HIS FIELD BY FARM ROAD TO STATION.
 NA2089
 NA2089                          STATION RECOVERY (1881)
 NA2089
 NA2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (COB)
 NA2089'STATION WAS ESTABLISHED BY THE PARTY OF ASSISTANT CUTTS, WHO
 NA2089'OBSERVED UPON IT FROM HELDERBERG.  IT HAS SINCE BEEN USED AS A
 NA2089'PRIMARY STATION OF THE N.Y. STATE SURVEY.  IT IS UPON EAST HILL,
 NA2089'ABOUT 3 MILES E OF CHERRY VALLEY, AND ABOUT 1000 FEET ABOVE
 NA2089'THE RAILROAD STATION IN THAT TOWN, OR ABOUT 2300 FEET ABOVE
 NA2089'SEA LEVEL. IT IS ABLSO ABOUT 4 MILES WESTERLY FROM SHARON
 NA2089'SPRINGS RAILROAD STATION.  THE ASCENT ON EITHER SIDE IS EASY,
 NA2089'WITH VERY FAIR ROADS.
 NA2089
 NA2089                          STATION RECOVERY (1940)
 NA2089
 NA2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2089'THIS STATION WAS ESTABLISHED BY THE NEW YORK STATE SURVEY IN
 NA2089'1879 AND WAS INCLUDED IN THE C. AND G.S. NET IN 1881.  THE
 NA2089'NYSS NAME IS EAST HILL OR MONUMENT 26.  THE UNDERGROUND MARK,
 NA2089'WHICH WAS NOT DISTURBED, IS A COPPER BOLT IN BEDROCK ABOUT
 NA2089'36 INCHES BELOW THE GROUND.  THE SURFACE MARK IS A C. AND
 NA2089'G.S. DISK CEMENTED IN THE TOP OF A GRANITE POST WHICH IS
 NA2089'REENFORCED WITH CONCRETE.  THE DISK IS STAMPED OTSEGO
 NA2089'1880-1940.  THE OLD REFERENCE MARKS, 4 GRANITE POSTS SET 5
 NA2089'FEET N, E, S, AND W OF THE STATION RESPECTIVELY, HAVE BEEN
 NA2089'BROKEN OFF FLUSH WITH THE GROUND BUT ARE APPARENTLY IN
 NA2089'PLACE.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE
 NA2089'ESTABLISHED IN 1940.
 NA2089'
 NA2089'THE STATION IS LOCATED ON TOP OF A FLAT-TOP BARE HILL ABOUT 4
 NA2089'1/2 MILES W OF SHARON SPRINGS AND 2-1/2 MILES E OF CHERRY VALLEY,
 NA2089'ON THE PROPERTY OF MR. MARTIN WALTERS.
 NA2089'
 NA2089'THE NEW REFERENCE MARKS ARE DESCRIBED BY NOTES 11A.  REFERENCE
 NA2089'MARK NO.1 IS NE OF THE STATION AND PROJECTS ABOUT 2 INCHES ABOVE
 NA2089'THE GROUND, REFERENCE MARK NO.2 IS S OF THE STATION AND PROJECTS
 NA2089'4 INCHES.
 NA2089'
 NA2089'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OTSEGO 1880-1940,
 NA2089'CEMENTED IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT
 NA2089'IS LOCATED ABOUT 0.8 MILE S OF THE STATION 125 FEET NE OF THE
 NA2089'SUMMER HOME OF MR. ROY DODSON, IN HIS YARD.
 NA2089'
 NA2089'TO REACH FROM THE STOP LIGHT IN CHERRY VALLEY GO E ON
 NA2089'U.S. ROUTE 20, 0.05 MILE TO WHERE ROUTE 20 TURNS LEFT.  LEAVE
 NA2089'ROUTE 20 AND CONTINUE STRAIGHT AHEAD ON PAVED ROAD AND GO 2.0
 NA2089'MILES TO A T-INTERSECTION.  TURN RIGHT ON DIRT ROAD AND GO 0.1
 NA2089'MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO 1.2 MILES TO SIDE
 NA2089'ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO MR. WALTERS FARM.  GO
 NA2089'BETWEEN THE HOUSE AND THE BARN AND FOLLOW FARM ROAD UP HILL
 NA2089'0.15 MILE.  TURN LEFT OFF THE ROAD AND GO WESTERLY 0.05 MILE
 NA2089'TO THE STATION.
 NA2089
 NA2089                          STATION RECOVERY (1942)
 NA2089
 NA2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2089'THE STATION, AZIMUTH AND REFERENCE MARKS WERE ALL RECOVERED AS
 NA2089'DESCRIBED AND ARE IN GOOD CONDITION.  ALL DISTANCES WERE CHECKED
 NA2089'AND FOUND TO BE CORRECT.  A SLIGHT DIFFERENCE WAS FOUND IN THE
 NA2089'DIRECTION OF THE AZIMUTH MARK AND MARKS AS SHOWN BELOW.
 NA2089'
 NA2089'THE STATION MAY ALSO BE REACHED FROM NEW YORK JUNCTIONS 166
 NA2089'AND 20 IN CHERRY VALLEY, GO E 0.05 MILE ON HIGHWAY 20 TO Y-ROAD
 NA2089'RIGHT, TAKE Y-ROAD RIGHT, AND GO 4.4 MILES TO T-ROAD RIGHT, TURN
 NA2089'RIGHT AND GO 0.4 MILE TO A FARM LANE-RIGHT, * TURN RIGHT ON FARM
 NA2089'LANE AND GO BETWEEN HOUSE AND BARN TO TOP OF RIDGE AND STATION.
 NA2089'
 NA2089'*TO REACH AZIMUTH MARK FROM THIS POINT GO W 0.05 MILE TO T-ROAD
 NA2089'LEFT.  FOLLOW 0.4 MILE TO FORK IN ROAD, TAKE LEFT FORK AND GO
 NA2089'0.3 MILE TO AZIMUTH MARK ON THE RIGHT.
 NA2089
 NA2089                          STATION RECOVERY (1975)
 NA2089
 NA2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2089'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2089'CONDITION.  AZIMUTH MARK WAS NOT FOUND.  STATION IS SURROUNDED BY
 NA2089'LIGHT WOODS, AND VIEW IS OBSTRUCTED.  DISTANCE AND ANGLES TO THE
 NA2089'REFERENCE MARKS WERE NOT CHECKED.  AZIMUTH MARK COULD PROBABLY BE
 NA2089'RECOVERED BY MORE DILIGENT SEARCHING.
 NA2089'
 NA2089'STATION IS LOCATED ON A HILL OF ABOUT 2306 FEET ELEVATION, THE
 NA2089'HIGHEST IN THE VICINITY.  STATION MARK IS A STANDARD DISK STAMPED
 NA2089'OTSEGO 1881 1940, SET IN THE TOP OF A GRANITE POST PROJECTING 12
 NA2089'INCHES FROM GROUND.  IT IS ALONG THE NORTH SIDE OF A DIM TRACK
 NA2089'ROAD, 25 FEET NORTHWEST OF A 10-INCH WHITE BIRCH AND 22 FEET
 NA2089'WEST-SOUTHWEST OF A 10-INCH TWIN CHERRY TREE.
 NA2089'
 NA2089'RM NO.1 IS A STANDARD DISK STAMPED OTSEGO NO 1 1940, SET IN
 NA2089'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NA2089'GROUND.  IT IS 35 FEET EAST-SOUTHEAST OF A WHITE BIRCH AND 16
 NA2089'FEET NORTH WEST OF A 6-INCH MAPLE.
 NA2089'
 NA2089'RM NO.2 IS A STANDARD DISK STAMPED OTSEGO NO 2 1940, SET IN THE
 NA2089'TOP OF SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NA2089'GROUND.  IT IS 60 FEET WEST-SOUTHWEST OF A 10-INCH WHITE BIRCH AND
 NA2089'7 FEET EAST OF A 4-INCH WHITE BIRCH.
 NA2089'
 NA2089'TO REACH STATION FROM THE CENTER OF THE VILLAGE OF CHERRY VALLEY,
 NA2089'GO EAST ON NY RTE. 166 FOR 1 BLOCK.  TAKE SIDE ROAD RIGHT AND FOLLOW
 NA2089'THE COUNTY ROAD EAST FOR 2.0 MILES TO FORK.  TAKE LEFT FORK AND
 NA2089'CONTINUE EAST AND SOUTH FOR 2.4 MILES TO A T-ROAD RIGHT.  GO
 NA2089'RIGHT, WEST, FOR 0.4 MILE TO OLD FARM BUILDINGS ON RIGHT, ABOUT
 NA2089'150 YARDS BEFORE A FORK.  GO RIGHT AND FOLLOW FARM ROADS
 NA2089'NORTHWEST ABOUT 0.3 MILE TO STATION ON HILLTOP.
 NA2089'
 NA2089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2089'2-1/2 MILES ESE OF CHERRY VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0935 ***********************************************************************
 MZ0935  DESIGNATION -  27
 MZ0935  PID         -  MZ0935
 MZ0935  STATE/COUNTY-  NY/ALBANY
 MZ0935  USGS QUAD   -  TROY NORTH (1980)
 MZ0935
 MZ0935                         *CURRENT SURVEY CONTROL
 MZ0935  ___________________________________________________________________
 MZ0935* NAD 83(1986)-  42 46 47.     (N)    073 42 19.     (W)     SCALED    
 MZ0935* NAVD 88     -        48.41   (+/-2cm)     158.8    (feet)  VERTCON   
 MZ0935  ___________________________________________________________________
 MZ0935  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MZ0935
 MZ0935  VERT ORDER  -  ? (See Below)
 MZ0935
 MZ0935.The horizontal coordinates were scaled from a topographic map and have
 MZ0935.an estimated accuracy of +/- 6 seconds.
 MZ0935
 MZ0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ0935.The vertical order pertains to the NGVD 29 superseded value.
 MZ0935
 MZ0935.The geoid height was determined by GEOID03.
 MZ0935
 MZ0935;                    North         East    Units  Estimated Accuracy
 MZ0935;SPC NY E     -   438,510.      215,030.      MT  (+/- 180 meters Scaled)
 MZ0935
 MZ0935                          SUPERSEDED SURVEY CONTROL
 MZ0935
 MZ0935  NGVD 29 (??/??/92)   48.622  (m)          159.52   (f) ADJ UNCH    ?  
 MZ0935
 MZ0935.Superseded values are not recommended for survey control.
 MZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0935.See file dsdata.txt to determine how the superseded data were derived.
 MZ0935
 MZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN059371(NAD 83)
 MZ0935_MARKER: O = CHISELED CIRCLE
 MZ0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0935_SP_SET: STONE COPING
 MZ0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0935
 MZ0935  HISTORY     - Date     Condition        Report By
 MZ0935  HISTORY     - UNK      MONUMENTED       NYSE+S
 MZ0935  HISTORY     - 1931     GOOD             NGS
 MZ0935  HISTORY     - 19981029 MARK NOT FOUND   USPSQD
 MZ0935
 MZ0935                          STATION DESCRIPTION
 MZ0935
 MZ0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0935'AT COHOES.
 MZ0935'ON OLD ERIE CANAL LOCK NO. 15. 1/2 MILE NORTH OF TROY TO SCHENECTADY
 MZ0935'RAILROAD STATION. ON PROPERTY OF HARMONY MILLS CO. ON COPING OF LOCK.
 MZ0935'BETWEEN ANCHOR ENDS OF SOUTHEAST GATE OF EAST LOCK.  MARK IS BADLY
 MZ0935'WEATHERED.
 MZ0935
 MZ0935                          STATION RECOVERY (1998)
 MZ0935
 MZ0935'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1173 ***********************************************************************
 PH1173  DESIGNATION -  27
 PH1173  PID         -  PH1173
 PH1173  STATE/COUNTY-  NY/JEFFERSON
 PH1173  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1173
 PH1173                         *CURRENT SURVEY CONTROL
 PH1173  ___________________________________________________________________
 PH1173* NAD 83(1986)-  44 20 40.     (N)    075 53 39.     (W)     SCALED    
 PH1173* NAVD 88     -        83.273  (meters)     273.20   (feet)  ADJUSTED  
 PH1173  ___________________________________________________________________
 PH1173  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 PH1173  DYNAMIC HT  -          83.264 (meters)     273.18  (feet)  COMP
 PH1173  MODELED GRAV-     980,506.9   (mgal)                       NAVD 88
 PH1173
 PH1173  VERT ORDER  -  FIRST     CLASS 0
 PH1173
 PH1173.The horizontal coordinates were scaled from a topographic map and have
 PH1173.an estimated accuracy of +/- 6 seconds.
 PH1173
 PH1173.The orthometric height was determined by differential leveling
 PH1173.and adjusted by the National Geodetic Survey in June 1991..
 PH1173
 PH1173.The geoid height was determined by GEOID03.
 PH1173
 PH1173.The dynamic height is computed by dividing the NAVD 88
 PH1173.geopotential number by the normal gravity value computed on the
 PH1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1173.degrees latitude (g = 980.6199 gals.).
 PH1173
 PH1173.The modeled gravity was interpolated from observed gravity values.
 PH1173
 PH1173;                    North         East    Units  Estimated Accuracy
 PH1173;SPC NY C     -   482,770.      304,950.      MT  (+/- 180 meters Scaled)
 PH1173
 PH1173                          SUPERSEDED SURVEY CONTROL
 PH1173
 PH1173  NGVD 29 (??/??/92)   83.412  (m)          273.66   (f) ADJ UNCH    1 0
 PH1173
 PH1173.Superseded values are not recommended for survey control.
 PH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1173.See file dsdata.txt to determine how the superseded data were derived.
 PH1173
 PH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ287105(NAD 83)
 PH1173_MARKER: B = BOLT
 PH1173_SETTING: 66 = SET IN ROCK OUTCROP
 PH1173_SP_SET: ROCK OUTCROP
 PH1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1173+STABILITY: POSITION/ELEVATION WELL
 PH1173
 PH1173  HISTORY     - Date     Condition        Report By
 PH1173  HISTORY     - UNK      MONUMENTED       USLS
 PH1173  HISTORY     - 1969     GOOD             USLS
 PH1173
 PH1173                          STATION DESCRIPTION
 PH1173
 PH1173'DESCRIBED BY US LAKE SURVEY 1969
 PH1173'0.7 MI NE FROM ALEXANDRIA BAY.
 PH1173'IS IN JEFFERSON COUNTY, NEW YORK, 0.7 MILES NORTHEAST OF INTERSECTION
 PH1173'OF WALTON STREET AND COUNTY ROAD NO. 1, JUST EAST OF ALEXANDRIA BAY,
 PH1173'215 FEET NORTHWEST OF UTILITY POLE NO. 19, 134 FEET SOUTHWEST OF
 PH1173'CENTERLINE OF DINGMAN PT. ROAD, 94 FEET SOUTH OF UTILITY POLE NO. 54,
 PH1173'73 FEET SOUTHERLY OF CENTERLINE OF COUNTY ROAD NO. 1, 62 FEET
 PH1173'DOWNRIVER FROM A FENCELINE, IN A 2 X 1-1/2 X 1/2 FOOT INDENTURE,
 PH1173'1/4-INCH ABOVE BEDROCK, BEING HIGHEST POINT ON TOP OF A 1/4-INCH BRASS
 PH1173'BOLT.  THE LETTERS USPBM ARE CUT IN HIGH PART OF ROCK OUTCROP WITH AN
 PH1173'ARROW POINTING TO THE MARK.  THE LETTERS PBM ARE CUT ON SOUTH WEST
 PH1173'SIDE OF THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1561 ***********************************************************************
 LX1561  DESIGNATION -  27
 LX1561  PID         -  LX1561
 LX1561  STATE/COUNTY-  NY/DUTCHESS
 LX1561  USGS QUAD   -  KINGSTON EAST (1980)
 LX1561
 LX1561                         *CURRENT SURVEY CONTROL
 LX1561  ___________________________________________________________________
 LX1561* NAD 83(1986)-  41 55 49.     (N)    073 53 26.     (W)     SCALED    
 LX1561* NAVD 88     -        63.947  (meters)     209.80   (feet)  ADJUSTED  
 LX1561  ___________________________________________________________________
 LX1561  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX1561  DYNAMIC HT  -          63.924 (meters)     209.72  (feet)  COMP
 LX1561  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 LX1561
 LX1561  VERT ORDER  -  SECOND    CLASS 0
 LX1561
 LX1561.The horizontal coordinates were scaled from a topographic map and have
 LX1561.an estimated accuracy of +/- 6 seconds.
 LX1561
 LX1561.The orthometric height was determined by differential leveling
 LX1561.and adjusted by the National Geodetic Survey in June 1991..
 LX1561
 LX1561.The geoid height was determined by GEOID03.
 LX1561
 LX1561.The dynamic height is computed by dividing the NAVD 88
 LX1561.geopotential number by the normal gravity value computed on the
 LX1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1561.degrees latitude (g = 980.6199 gals.).
 LX1561
 LX1561.The modeled gravity was interpolated from observed gravity values.
 LX1561
 LX1561;                    North         East    Units  Estimated Accuracy
 LX1561;SPC NY E     -   344,040.      200,540.      MT  (+/- 180 meters Scaled)
 LX1561
 LX1561                          SUPERSEDED SURVEY CONTROL
 LX1561
 LX1561  NGVD 29 (??/??/92)   64.210  (m)          210.66   (f) ADJ UNCH    2 0
 LX1561
 LX1561.Superseded values are not recommended for survey control.
 LX1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1561.See file dsdata.txt to determine how the superseded data were derived.
 LX1561
 LX1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM919426(NAD 83)
 LX1561_MARKER: N = NAIL
 LX1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1561_SP_SET: OAK TREE ROOT
 LX1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1561
 LX1561  HISTORY     - Date     Condition        Report By
 LX1561  HISTORY     - UNK      MONUMENTED       NYHD
 LX1561  HISTORY     - 1935     GOOD             NGS
 LX1561
 LX1561                          STATION DESCRIPTION
 LX1561
 LX1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1561'1.2 MI E FROM RHINEBECK.
 LX1561'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 308 FROM RHINEBECK,
 LX1561'DUTCHESS COUNTY, ABOUT 100 FEET EAST OF HIGHWAY STATION 273+01,
 LX1561'ABOUT 165 FEET NORTHEAST OF THE TWO-STORY FRAME DWELLING OF M.C.
 LX1561'FROST, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 LX1561'ROOT OF A 24-INCH OAK TREE, AND ABOUT LEVEL WITH THE ROAD.  A
 LX1561'COPPER NAIL AND WASHER, PAINTED BM 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1417 ***********************************************************************
 KU1417  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1417  DESIGNATION -  27 USE
 KU1417  PID         -  KU1417
 KU1417  STATE/COUNTY-  NY/NEW YORK
 KU1417  USGS QUAD   -  CENTRAL PARK (1979)
 KU1417
 KU1417                         *CURRENT SURVEY CONTROL
 KU1417  ___________________________________________________________________
 KU1417* NAD 83(1986)-  40 45 34.     (N)    073 57 37.     (W)     SCALED    
 KU1417* NAVD 88     -        14.668  (meters)      48.12   (feet)  ADJUSTED  
 KU1417  ___________________________________________________________________
 KU1417  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU1417  DYNAMIC HT  -          14.662 (meters)      48.10  (feet)  COMP
 KU1417  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 KU1417
 KU1417  VERT ORDER  -  FIRST     CLASS II
 KU1417
 KU1417.The horizontal coordinates were scaled from a topographic map and have
 KU1417.an estimated accuracy of +/- 6 seconds.
 KU1417
 KU1417.The orthometric height was determined by differential leveling
 KU1417.and adjusted by the National Geodetic Survey in June 1991..
 KU1417
 KU1417.This Tidal Bench Mark is designated as VM 16297
 KU1417.by the Center for Operational Oceanographic Products and Services.
 KU1417
 KU1417.The geoid height was determined by GEOID03.
 KU1417
 KU1417.The dynamic height is computed by dividing the NAVD 88
 KU1417.geopotential number by the normal gravity value computed on the
 KU1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1417.degrees latitude (g = 980.6199 gals.).
 KU1417
 KU1417.The modeled gravity was interpolated from observed gravity values.
 KU1417
 KU1417;                    North         East    Units  Estimated Accuracy
 KU1417;SPC NY E     -   213,980.      195,570.      MT  (+/- 180 meters Scaled)
 KU1417
 KU1417                          SUPERSEDED SURVEY CONTROL
 KU1417
 KU1417  NGVD 29 (??/??/92)   14.998  (m)           49.21   (f) ADJ UNCH    1 2
 KU1417
 KU1417.Superseded values are not recommended for survey control.
 KU1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1417.See file dsdata.txt to determine how the superseded data were derived.
 KU1417
 KU1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL877125(NAD 83)
 KU1417_MARKER: X = CHISELED CROSS
 KU1417_SETTING: 66 = SET IN ROCK OUTCROP
 KU1417_SP_SET: ROCK LEDGE
 KU1417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1417+STABILITY: POSITION/ELEVATION WELL
 KU1417
 KU1417  HISTORY     - Date     Condition        Report By
 KU1417  HISTORY     - UNK      MONUMENTED       DOD
 KU1417  HISTORY     - 1952     GOOD             NGS
 KU1417  HISTORY     - 20060312 MARK NOT FOUND   GEOCAC
 KU1417
 KU1417                          STATION DESCRIPTION
 KU1417
 KU1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1417'IN NEW YORK.
 KU1417'IN NEW YORK, IN THE BOROUGH OF MANHATTAN, AT YORK AVENUE BETWEEN
 KU1417'EAST 59TH AND EAST 60TH STREETS, AT THE SOUTHEAST FACE OF THE
 KU1417'FIRST MAIN PIER OF QUEENSBORO BRIDGE NORTHWEST OF YORK AVENUE,
 KU1417'A 1-INCH CHISELED CROSS IN THE TOP OF A SMALL ROCK LEDGE AT BOTTOM
 KU1417'OF PIER, 33 FEET NORTHEAST OF SOUTH CORNER OF PIER, ABOUT 4
 KU1417'INCHES BELOW A SMALL ARROW CUT IN VERTICAL FACE OF PIER AND
 KU1417'POINTING TO CROSS AND ABOUT 1 1/2 FEET ABOVE GROUND.
 KU1417
 KU1417                          STATION RECOVERY (2006)
 KU1417
 KU1417'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1417'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU1417' 
 KU1417'RECOVERY OF THE MARK IS NOW BLOCKED BE A CONCRETE LOADING DOCK FOR A
 KU1417'NEARBY GROCERY STORE WHICH IS BUILT UP AGAINST THE BRIDGE PIER.  BY
 KU1417'COMPARING THE ELEVATION WITH THAT OF NEARBY KU1415, IT WAS DETERMINED
 KU1417'THAT THE MARK IS ABOUT 5' BELOW THE TOP OF THE LOADING DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0304 ***********************************************************************
 LY0304  DESIGNATION -  271
 LY0304  PID         -  LY0304
 LY0304  STATE/COUNTY-  NY/ORANGE
 LY0304  USGS QUAD   -  CORNWALL (1981)
 LY0304
 LY0304                         *CURRENT SURVEY CONTROL
 LY0304  ___________________________________________________________________
 LY0304* NAD 83(1986)-  41 26 05.     (N)    074 04 00.     (W)     SCALED    
 LY0304* NAVD 88     -        83.086  (meters)     272.59   (feet)  ADJUSTED  
 LY0304  ___________________________________________________________________
 LY0304  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LY0304  DYNAMIC HT  -          83.054 (meters)     272.49  (feet)  COMP
 LY0304  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 LY0304
 LY0304  VERT ORDER  -  SECOND    CLASS 0
 LY0304
 LY0304.The horizontal coordinates were scaled from a topographic map and have
 LY0304.an estimated accuracy of +/- 6 seconds.
 LY0304
 LY0304.The orthometric height was determined by differential leveling
 LY0304.and adjusted by the National Geodetic Survey in June 1991..
 LY0304
 LY0304.The geoid height was determined by GEOID03.
 LY0304
 LY0304.The dynamic height is computed by dividing the NAVD 88
 LY0304.geopotential number by the normal gravity value computed on the
 LY0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0304.degrees latitude (g = 980.6199 gals.).
 LY0304
 LY0304.The modeled gravity was interpolated from observed gravity values.
 LY0304
 LY0304;                    North         East    Units  Estimated Accuracy
 LY0304;SPC NY E     -   288,910.      186,210.      MT  (+/- 180 meters Scaled)
 LY0304
 LY0304                          SUPERSEDED SURVEY CONTROL
 LY0304
 LY0304  NGVD 29 (??/??/92)   83.355  (m)          273.47   (f) ADJ UNCH    2 0
 LY0304
 LY0304.Superseded values are not recommended for survey control.
 LY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0304.See file dsdata.txt to determine how the superseded data were derived.
 LY0304
 LY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779874(NAD 83)
 LY0304_MARKER: Z = SEE DESCRIPTION
 LY0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0304_SP_SET: ABUTMENT
 LY0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0304
 LY0304  HISTORY     - Date     Condition        Report By
 LY0304  HISTORY     - UNK      MONUMENTED       USGS
 LY0304  HISTORY     - 1933     GOOD             NGS
 LY0304  HISTORY     - 1956     MARK NOT FOUND   USGS
 LY0304
 LY0304                          STATION DESCRIPTION
 LY0304
 LY0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0304'NEAR W CORNWALL STATION.
 LY0304'ON THE ERIE RAILROAD, NEWBURGH TO NEW YORK BRANCH, AT OVERHEAD
 LY0304'RAILROAD CROSSING WHERE N.Y.O. AND W.R.R., CROSSES THE ERIE
 LY0304'RAILROAD, 8 YARDS WEST OF CENTER LINE OF TRACKS, IN THE EAST
 LY0304'FACE OF WEST MASONRY ABUTTMENT, 3 YARDS ABOVE LEVEL OF TRACKS,
 LY0304'AND SET VERTICALLY.  BRONZE PLUG.
 LY0304
 LY0304                          STATION RECOVERY (1956)
 LY0304
 LY0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LY0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0982 ***********************************************************************
 OE0982  DESIGNATION -  271.0
 OE0982  PID         -  OE0982
 OE0982  STATE/COUNTY-  NY/MADISON
 OE0982  USGS QUAD   -  CANASTOTA (1993)
 OE0982
 OE0982                         *CURRENT SURVEY CONTROL
 OE0982  ___________________________________________________________________
 OE0982* NAD 83(1986)-  43 04 31.     (N)    075 46 29.     (W)     SCALED    
 OE0982* NAVD 88     -       132.381  (meters)     434.32   (feet)  ADJUSTED  
 OE0982  ___________________________________________________________________
 OE0982  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OE0982  DYNAMIC HT  -         132.347 (meters)     434.21  (feet)  COMP
 OE0982  MODELED GRAV-     980,362.8   (mgal)                       NAVD 88
 OE0982
 OE0982  VERT ORDER  -  FIRST     CLASS II
 OE0982
 OE0982.The horizontal coordinates were scaled from a topographic map and have
 OE0982.an estimated accuracy of +/- 6 seconds.
 OE0982
 OE0982.The orthometric height was determined by differential leveling
 OE0982.and adjusted by the National Geodetic Survey in June 1991..
 OE0982
 OE0982.The geoid height was determined by GEOID03.
 OE0982
 OE0982.The dynamic height is computed by dividing the NAVD 88
 OE0982.geopotential number by the normal gravity value computed on the
 OE0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0982.degrees latitude (g = 980.6199 gals.).
 OE0982
 OE0982.The modeled gravity was interpolated from observed gravity values.
 OE0982
 OE0982;                    North         East    Units  Estimated Accuracy
 OE0982;SPC NY C     -   341,850.      315,850.      MT  (+/- 180 meters Scaled)
 OE0982
 OE0982                          SUPERSEDED SURVEY CONTROL
 OE0982
 OE0982  NGVD 29 (??/??/92)  132.559  (m)          434.90   (f) ADJ UNCH    1 2
 OE0982
 OE0982.Superseded values are not recommended for survey control.
 OE0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0982.See file dsdata.txt to determine how the superseded data were derived.
 OE0982
 OE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN369694(NAD 83)
 OE0982_MARKER: Q = CHISELED SQUARE
 OE0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0982_SP_SET: MILEPOST
 OE0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0982
 OE0982  HISTORY     - Date     Condition        Report By
 OE0982  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0982  HISTORY     - 1931     GOOD             NGS
 OE0982  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OE0982
 OE0982                          STATION DESCRIPTION
 OE0982
 OE0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0982'1.0 MI W FROM CANASTOTA.
 OE0982'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD.  ON SOUTH SIDE OF TRACK.
 OE0982'ON MILEPOST N.Y. 271.
 OE0982
 OE0982                          STATION RECOVERY (1997)
 OE0982
 OE0982'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0057 ***********************************************************************
 NA0057  DESIGNATION -  271.0
 NA0057  PID         -  NA0057
 NA0057  STATE/COUNTY-  NY/MONTGOMERY
 NA0057  USGS QUAD   -  AMSTERDAM (1980)
 NA0057
 NA0057                         *CURRENT SURVEY CONTROL
 NA0057  ___________________________________________________________________
 NA0057* NAD 83(1986)-  42 56 48.     (N)    074 12 36.     (W)     SCALED    
 NA0057* NAVD 88     -        82.119  (meters)     269.42   (feet)  ADJUSTED  
 NA0057  ___________________________________________________________________
 NA0057  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NA0057  DYNAMIC HT  -          82.097 (meters)     269.35  (feet)  COMP
 NA0057  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 NA0057
 NA0057  VERT ORDER  -  FIRST     CLASS II
 NA0057
 NA0057.The horizontal coordinates were scaled from a topographic map and have
 NA0057.an estimated accuracy of +/- 6 seconds.
 NA0057
 NA0057.The orthometric height was determined by differential leveling
 NA0057.and adjusted by the National Geodetic Survey in June 1991..
 NA0057
 NA0057.The geoid height was determined by GEOID03.
 NA0057
 NA0057.The dynamic height is computed by dividing the NAVD 88
 NA0057.geopotential number by the normal gravity value computed on the
 NA0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0057.degrees latitude (g = 980.6199 gals.).
 NA0057
 NA0057.The modeled gravity was interpolated from observed gravity values.
 NA0057
 NA0057;                    North         East    Units  Estimated Accuracy
 NA0057;SPC NY E     -   456,790.      173,670.      MT  (+/- 180 meters Scaled)
 NA0057
 NA0057                          SUPERSEDED SURVEY CONTROL
 NA0057
 NA0057  NGVD 29 (??/??/92)   82.277  (m)          269.94   (f) ADJ UNCH    1 2
 NA0057
 NA0057.Superseded values are not recommended for survey control.
 NA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0057.See file dsdata.txt to determine how the superseded data were derived.
 NA0057
 NA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN644551(NAD 83)
 NA0057_MARKER: B = BOLT
 NA0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0057_SP_SET: WALL
 NA0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0057
 NA0057  HISTORY     - Date     Condition        Report By
 NA0057  HISTORY     - UNK      MONUMENTED       NY-057
 NA0057  HISTORY     - 1931     GOOD             NGS
 NA0057  HISTORY     - 1975     GOOD             SELLS
 NA0057  HISTORY     - 19970604 GOOD             USPSQD
 NA0057
 NA0057                          STATION DESCRIPTION
 NA0057
 NA0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0057'AT AMSTERDAM.
 NA0057'AT AMSTERDAM 1.3 MILES WEST OF N.Y.C. PASSENGER STA. AT WEST EDGE OF
 NA0057'AMSTERDAM.  ABOUT 200 FEET SOUTHEAST OF GUY PARK MANOR.  ON NORTHEAST
 NA0057'CORNER OF NORTH CONCRETE WALL OF STATE CANAL LOCK NO. 11.  NOTE-- R.R.
 NA0057'STATION HAS BEEN MOVED SO THE B.M. IS NOW 0.5 MILES EAST OF THE
 NA0057'STATION.
 NA0057
 NA0057                          STATION RECOVERY (1975)
 NA0057
 NA0057'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 NA0057'RECOVERED IN GOOD CONDITION.
 NA0057
 NA0057                          STATION RECOVERY (1997)
 NA0057
 NA0057'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0985 ***********************************************************************
 OE0985  DESIGNATION -  275.0
 OE0985  PID         -  OE0985
 OE0985  STATE/COUNTY-  NY/MADISON
 OE0985  USGS QUAD   -  CANASTOTA (1993)
 OE0985
 OE0985                         *CURRENT SURVEY CONTROL
 OE0985  ___________________________________________________________________
 OE0985* NAD 83(1986)-  43 04 44.     (N)    075 51 10.     (W)     SCALED    
 OE0985* NAVD 88     -       125.028  (meters)     410.20   (feet)  ADJUSTED  
 OE0985  ___________________________________________________________________
 OE0985  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 OE0985  DYNAMIC HT  -         124.998 (meters)     410.10  (feet)  COMP
 OE0985  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 OE0985
 OE0985  VERT ORDER  -  FIRST     CLASS II
 OE0985
 OE0985.The horizontal coordinates were scaled from a topographic map and have
 OE0985.an estimated accuracy of +/- 6 seconds.
 OE0985
 OE0985.The orthometric height was determined by differential leveling
 OE0985.and adjusted by the National Geodetic Survey in June 1991..
 OE0985
 OE0985.The geoid height was determined by GEOID03.
 OE0985
 OE0985.The dynamic height is computed by dividing the NAVD 88
 OE0985.geopotential number by the normal gravity value computed on the
 OE0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0985.degrees latitude (g = 980.6199 gals.).
 OE0985
 OE0985.The modeled gravity was interpolated from observed gravity values.
 OE0985
 OE0985;                    North         East    Units  Estimated Accuracy
 OE0985;SPC NY C     -   342,190.      309,490.      MT  (+/- 180 meters Scaled)
 OE0985
 OE0985                          SUPERSEDED SURVEY CONTROL
 OE0985
 OE0985  NGVD 29 (??/??/92)  125.21   (m)          410.8    (f) COMPUTED    1 2
 OE0985
 OE0985.Superseded values are not recommended for survey control.
 OE0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0985.See file dsdata.txt to determine how the superseded data were derived.
 OE0985
 OE0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN305699(NAD 83)
 OE0985_MARKER: Q = CHISELED SQUARE
 OE0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0985_SP_SET: MILEPOST
 OE0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0985
 OE0985  HISTORY     - Date     Condition        Report By
 OE0985  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0985  HISTORY     - 1931     GOOD             NGS
 OE0985  HISTORY     - 1942     GOOD             NGS
 OE0985
 OE0985                          STATION DESCRIPTION
 OE0985
 OE0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0985'IN N CHITTENANGO.
 OE0985'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD.  ON SOUTH SIDE OF
 OE0985'TRACKS.  ON PROJECTION OF MILEPOST N.Y. 275. NOTE-- MARK IS ONE MILE
 OE0985'EAST OF NORTH CHITTENANGO NOT AT THE TOWN.
 OE0985
 OE0985                          STATION RECOVERY (1942)
 OE0985
 OE0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OE0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1108 ***********************************************************************
 OF1108  DESIGNATION -  277.54
 OF1108  PID         -  OF1108
 OF1108  STATE/COUNTY-  NY/MONROE
 OF1108  USGS QUAD   -  HILTON (1976)
 OF1108
 OF1108                         *CURRENT SURVEY CONTROL
 OF1108  ___________________________________________________________________
 OF1108* NAD 83(1986)-  43 16 25.     (N)    077 45 02.     (W)     SCALED    
 OF1108* NAVD 88     -        84.406  (meters)     276.92   (feet)  ADJUSTED  
 OF1108  ___________________________________________________________________
 OF1108  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1108  DYNAMIC HT  -          84.388 (meters)     276.86  (feet)  COMP
 OF1108  MODELED GRAV-     980,399.0   (mgal)                       NAVD 88
 OF1108
 OF1108  VERT ORDER  -  FIRST     CLASS II
 OF1108
 OF1108.The horizontal coordinates were scaled from a topographic map and have
 OF1108.an estimated accuracy of +/- 6 seconds.
 OF1108
 OF1108.The orthometric height was determined by differential leveling
 OF1108.and adjusted by the National Geodetic Survey in September 1994..
 OF1108
 OF1108.The geoid height was determined by GEOID03.
 OF1108
 OF1108.The dynamic height is computed by dividing the NAVD 88
 OF1108.geopotential number by the normal gravity value computed on the
 OF1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1108.degrees latitude (g = 980.6199 gals.).
 OF1108
 OF1108.The modeled gravity was interpolated from observed gravity values.
 OF1108
 OF1108;                    North         East    Units  Estimated Accuracy
 OF1108;SPC NY W     -   363,900.      417,600.      MT  (+/- 180 meters Scaled)
 OF1108
 OF1108                          SUPERSEDED SURVEY CONTROL
 OF1108
 OF1108  NAVD 88 (06/15/91)   84.416  (m)          276.95   (f) UNKNOWN     1 2
 OF1108  NGVD 29 (??/??/92)   84.604  (m)          277.57   (f) ADJ UNCH    1 2
 OF1108
 OF1108.Superseded values are not recommended for survey control.
 OF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1108.See file dsdata.txt to determine how the superseded data were derived.
 OF1108
 OF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN767948(NAD 83)
 OF1108_MARKER: Q = CHISELED SQUARE
 OF1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1108_SP_SET: BRIDGE
 OF1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1108
 OF1108  HISTORY     - Date     Condition        Report By
 OF1108  HISTORY     - UNK      MONUMENTED       USGS
 OF1108  HISTORY     - 1942     GOOD             NGS
 OF1108
 OF1108                          STATION DESCRIPTION
 OF1108
 OF1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF1108'3.3 MI SE FROM HILTON.
 OF1108'TO REACH FROM POST OFFICE AT HILTON, GO EASTERLY ABOUT 2.3 MILES
 OF1108'ALONG EAST AVENUE AND WILDER ROAD TO INTERSECTION OF WILDER AND
 OF1108'MANITOU ROAD AND STATE HIGHW WAY NUMBER 261. THENCE GO ABOUT
 OF1108'1.0 MILES SOUTHERLY TO INTERSECTION OF MANITOU AND BURRITT ROADS.
 OF1108'BENCH MARK IS IN THE NORTHWEST CORNER OF INTERSECTION, ABOUT 36.0
 OF1108'FEET NORTH OF CENTERLINE OF BURRITTR ROADS. ABOUT 16.0 FEET WEST
 OF1108'OF AND LEVEL WITH CENTERLINE OF MANITOU ROADS. ON TOP OF WINGWALL,
 OF1108'ON SOUTHWEST CORNER OF BRIDGE. OVER BLACK CREEK NOTE--ALSO ABOUT
 OF1108'3.9 MILES NORTHERLY FROM WEST GREECE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1163 ***********************************************************************
 PH1163  DESIGNATION -  28
 PH1163  PID         -  PH1163
 PH1163  STATE/COUNTY-  NY/JEFFERSON
 PH1163  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1163
 PH1163                         *CURRENT SURVEY CONTROL
 PH1163  ___________________________________________________________________
 PH1163* NAD 83(1986)-  44 18 15.     (N)    075 57 04.     (W)     SCALED    
 PH1163* NAVD 88     -        87.958  (meters)     288.58   (feet)  ADJUSTED  
 PH1163  ___________________________________________________________________
 PH1163  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 PH1163  DYNAMIC HT  -          87.948 (meters)     288.54  (feet)  COMP
 PH1163  MODELED GRAV-     980,500.8   (mgal)                       NAVD 88
 PH1163
 PH1163  VERT ORDER  -  FIRST     CLASS 0
 PH1163
 PH1163.The horizontal coordinates were scaled from a topographic map and have
 PH1163.an estimated accuracy of +/- 6 seconds.
 PH1163
 PH1163.The orthometric height was determined by differential leveling
 PH1163.and adjusted by the National Geodetic Survey in June 1991..
 PH1163
 PH1163.The geoid height was determined by GEOID03.
 PH1163
 PH1163.The dynamic height is computed by dividing the NAVD 88
 PH1163.geopotential number by the normal gravity value computed on the
 PH1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1163.degrees latitude (g = 980.6199 gals.).
 PH1163
 PH1163.The modeled gravity was interpolated from observed gravity values.
 PH1163
 PH1163;                    North         East    Units  Estimated Accuracy
 PH1163;SPC NY C     -   478,260.      300,450.      MT  (+/- 180 meters Scaled)
 PH1163
 PH1163                          SUPERSEDED SURVEY CONTROL
 PH1163
 PH1163  NGVD 29 (??/??/92)   88.097  (m)          289.03   (f) ADJ UNCH    1 0
 PH1163
 PH1163.Superseded values are not recommended for survey control.
 PH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1163.See file dsdata.txt to determine how the superseded data were derived.
 PH1163
 PH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ241060(NAD 83)
 PH1163_MARKER: B = BOLT
 PH1163_SETTING: 66 = SET IN ROCK OUTCROP
 PH1163_SP_SET: BEDROCK
 PH1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1163+STABILITY: POSITION/ELEVATION WELL
 PH1163
 PH1163  HISTORY     - Date     Condition        Report By
 PH1163  HISTORY     - UNK      MONUMENTED       USLS
 PH1163  HISTORY     - 1969     GOOD             USLS
 PH1163  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PH1163
 PH1163                          STATION DESCRIPTION
 PH1163
 PH1163'DESCRIBED BY US LAKE SURVEY 1969
 PH1163'8.5 MI NE FROM CLAYTON.
 PH1163'IS IN JEFFERSON COUNTY, NEW YORK, APPROXIMATELY 8.5 MILES NORTHEAST OF
 PH1163'INTERSECTION OF HIGHWAYS 12 AND 12E IN CLAYTON, BETWEEN UTILITY POLE
 PH1163'NO. 313 AND NO. 314, 415 FEET SOUTHWEST OF INTERSECTION OF HIGHWAY 12
 PH1163'AND ST. LAWRENCE PARK ROAD, 208 FEET SOUTHEAST OF CENTERLINE OF
 PH1163'HIGHWAY, 68.5 FEET EAST OF EASTERLY CORNER OF LARGE BARN, IN NORTH
 PH1163'PORTION OF LARGE OUTCROPPING OF BEDROCK, 25 FEET SOUTHEAST OF BARBED
 PH1163'WIRE FENCE, 2 1/2 FEET NORTHEAST OF LETTERS PBM CUT IN ROCK, 2 FEET
 PH1163'ABOVE SURROUNDING GROUND LEVEL, BEING HIGHEST POINT ON TOP OF A
 PH1163'1/4-INCH BRASS BOLT SET INTO BEDROCK, WITH THE LETTERS PBM U.S. CUT
 PH1163'AROUND THE MARK.
 PH1163
 PH1163                          STATION RECOVERY (1986)
 PH1163
 PH1163'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 PH1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5688 ***********************************************************************
 LX5688  DESIGNATION -  28
 LX5688  PID         -  LX5688
 LX5688  STATE/COUNTY-  NY/SUFFOLK
 LX5688  USGS QUAD   -  GREENPORT (1956)
 LX5688
 LX5688                         *CURRENT SURVEY CONTROL
 LX5688  ___________________________________________________________________
 LX5688* NAD 83(1996)-  41 06 24.79829(N)    072 21 04.10345(W)     ADJUSTED  
 LX5688* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5688  ___________________________________________________________________
 LX5688  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LX5688  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LX5688
 LX5688  HORZ ORDER  -  THIRD
 LX5688
 LX5688.The horizontal coordinates were established by classical geodetic methods
 LX5688.and adjusted by the National Geodetic Survey in January 1999..
 LX5688
 LX5688.The orthometric height was scaled from a topographic map.
 LX5688
 LX5688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5688
 LX5688.The geoid height was determined by GEOID03.
 LX5688
 LX5688;                    North         East     Units Scale Factor Converg.
 LX5688;SPC NY L     -   105,713.560   438,495.301   MT  1.00000492   +1 04 42.6
 LX5688;SPC NY L     -   346,828.57  1,438,630.00   sFT  1.00000492   +1 04 42.6
 LX5688;SPC CT       -   182,857.808   338,304.750   MT  1.00001071   +0 15 52.1
 LX5688;SPC CT       -   599,925.99  1,109,921.50   sFT  1.00001071   +0 15 52.1
 LX5688;UTM  18      - 4,554,004.439   722,423.798   MT  1.00020892   +1 44 32.1
 LX5688
 LX5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5688!SPC NY L     -   1.00000460  x   1.00000492  =   1.00000952
 LX5688!SPC CT       -   1.00000460  x   1.00001071  =   1.00001531
 LX5688!UTM  18      -   1.00000460  x   1.00020892  =   1.00021352
 LX5688
 LX5688:                Primary Azimuth Mark                     Grid Az
 LX5688:SPC NY L     -  ORIENT DOUGLASS WATER TANK               053 26 42.1
 LX5688:SPC CT       -  ORIENT DOUGLASS WATER TANK               054 15 32.6
 LX5688:UTM  18      -  ORIENT DOUGLASS WATER TANK               052 46 52.6
 LX5688
 LX5688|---------------------------------------------------------------------|
 LX5688| PID    Reference Object                     Distance      Geod. Az  |
 LX5688|                                                           dddmmss.s |
 LX5688| LX5675 ORIENT DOUGLASS WATER TANK          APPROX. 5.2 KM 0543124.7 |
 LX5688| LX5691 GREENPORT HARBOR LIGHT              467.430 METERS 1410735.2 |
 LX5688| CZ7970 28 RM 1                              43.305 METERS 14123     |
 LX5688| LX5689 SHELTER IS NEW PROSPECT HOTEL       APPROX. 2.3 KM 1905658.1 |
 LX5688| LX5698 SHELTER ISLAND CHURCH SPIRE         APPROX. 2.5 KM 1912101.8 |
 LX5688| LX5697 SHELTER ISLAND WEA VANE ON CUP      APPROX. 2.8 KM 1951641.7 |
 LX5688| LX5722 SOCONY NORTHEAST LIGHT              APPROX. 1.6 KM 2124805.0 |
 LX5688| LX5696 GREENPORT ICE COMPANY STACK         APPROX. 0.8 KM 2465945.7 |
 LX5688| LX5693 GREENPORT ME CH LARGER SPIRE        APPROX. 0.9 KM 2733809.5 |
 LX5688| LX5692 GREENPORT ME CH SMALLER SPIRE       APPROX. 0.9 KM 2741433.3 |
 LX5688| LX5694 GREENPORT FIRST BAP CH SPIRE        APPROX. 0.9 KM 2770846.0 |
 LX5688| LX5720 GREENPORT PRESB CHURCH SPIRE        APPROX. 0.9 KM 2810849.8 |
 LX5688| CZ7971 28 RM 2                              38.707 METERS 35305     |
 LX5688|---------------------------------------------------------------------|
 LX5688
 LX5688                          SUPERSEDED SURVEY CONTROL
 LX5688
 LX5688  NAD 83(1996)-  41 06 24.79842(N)    072 21 04.10350(W) AD(       ) 3
 LX5688  NAD 83(1992)-  41 06 24.79711(N)    072 21 04.10277(W) AD(       ) 3
 LX5688  NAD 83(1986)-  41 06 24.79929(N)    072 21 04.10822(W) AD(       ) 3
 LX5688  NAD 27      -  41 06 24.44000(N)    072 21 05.81000(W) AD(       ) 3
 LX5688
 LX5688.Superseded values are not recommended for survey control.
 LX5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5688.See file dsdata.txt to determine how the superseded data were derived.
 LX5688
 LX5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2242454004(NAD 83)
 LX5688_MARKER: Z = SEE DESCRIPTION
 LX5688_SETTING: 0 = UNSPECIFIED SETTING
 LX5688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5688
 LX5688  HISTORY     - Date     Condition        Report By
 LX5688  HISTORY     - 1939     MONUMENTED       USE
 LX5688  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5688  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5688  HISTORY     - 19910403 GOOD             LOCSUR
 LX5688  HISTORY     - 19980622 MARK NOT FOUND   USPSQD
 LX5688
 LX5688                          STATION DESCRIPTION
 LX5688
 LX5688'DESCRIBED BY US ENGINEERS 1939 (FRG)
 LX5688'STATION IS ON THE N SIDE OF GREENPORT HARBOR NEAR THE N END
 LX5688'OF GREENPORT BREAKWATER ABOUT 1/4 MILE E OF GREENPORT.  STATION
 LX5688'IS 53.5 FEET E OF THE NE CORNER OF HOUSE NEAREST THE BREAKWATER,
 LX5688'AND 68 FEET S OF THE CENTER LINE OF PRIVATE ROAD.
 LX5688'
 LX5688'STATION MARK IS A STANDARD U.S.E. BRASS DISK STAMPED
 LX5688'28-1915.  MARK IS SET IN AN 8-INCH CONCRETE CYLINDER WHICH IS
 LX5688'SET IN A MASS OF CONCRETE BETWEEN LARGE STONES IN CENTER LINE OF
 LX5688'THE BREAKWATER.  TWO NEW U.S.C. AND G.S. REFERENCE MARKS WERE
 LX5688'SET.
 LX5688'
 LX5688'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 12D, BY
 LX5688'A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A LARGE STONE IN
 LX5688'BREAKWATER S OF THE STATION.
 LX5688'
 LX5688'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 11A, BY A
 LX5688'STANDARD BRONZE DISK SET IN CONCRETE NE OF THE STATION IN A
 LX5688'SAND AREA COVERED WITH BEACH GRASS.
 LX5688'
 LX5688'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX5688
 LX5688                          STATION RECOVERY (1962)
 LX5688
 LX5688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SBC)
 LX5688'STATION AND REFERENCE MARKS RECOVERED O.K.  STATION IS 53.5 FT.
 LX5688'NORTH OF THE NORTHWEST CORNER AND 50.9 FT. NORTH OF THE NORTHEAST
 LX5688'CORNER OF THE HOUSE NEAREST TO THE BREAKWATER, AND 40.8 FT.
 LX5688'EAST OF LIGHT POLE 17B, 6 IN ABOVE GROUND.  REFERENCE MARK NO.1
 LX5688'IS ON A LARGE ROCK ON THE CENTERLINE OF THE BREAKWATER.
 LX5688'REFERENCE MARK NO.2 IS 33.4 FT. EAST OF TEL. POLE 1.
 LX5688
 LX5688                          STATION RECOVERY (1962)
 LX5688
 LX5688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5688'STATION MARK, REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 WAS
 LX5688'RECOVERED IN GOOD CONDITION.  DESCRIPTION BY F.R.G. IN 1939
 LX5688'IS ADEQUATE FOR FUTURE RECOVERY.
 LX5688
 LX5688                          STATION RECOVERY (1991)
 LX5688
 LX5688'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (DFH)
 LX5688'RECOVERED IN GOOD CONDITION.
 LX5688
 LX5688                          STATION RECOVERY (1998)
 LX5688
 LX5688'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0381 ***********************************************************************
 OD0381  DESIGNATION -  28 A DHRR
 OD0381  PID         -  OD0381
 OD0381  STATE/COUNTY-  NY/ESSEX
 OD0381  USGS QUAD   -  TICONDEROGA (1950)
 OD0381
 OD0381                         *CURRENT SURVEY CONTROL
 OD0381  ___________________________________________________________________
 OD0381* NAD 83(1986)-  43 49 03.     (N)    073 24 02.     (W)     SCALED    
 OD0381* NAVD 88     -        36.651  (meters)     120.25   (feet)  ADJUSTED  
 OD0381  ___________________________________________________________________
 OD0381  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OD0381  DYNAMIC HT  -          36.645 (meters)     120.23  (feet)  COMP
 OD0381  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 OD0381
 OD0381  VERT ORDER  -  FIRST     CLASS II
 OD0381
 OD0381.The horizontal coordinates were scaled from a topographic map and have
 OD0381.an estimated accuracy of +/- 6 seconds.
 OD0381
 OD0381.The orthometric height was determined by differential leveling
 OD0381.and adjusted by the National Geodetic Survey in June 1991..
 OD0381.WARNING-Repeat measurements at this control monument indicate possible
 OD0381.vertical movement.
 OD0381
 OD0381.The geoid height was determined by GEOID03.
 OD0381
 OD0381.The dynamic height is computed by dividing the NAVD 88
 OD0381.geopotential number by the normal gravity value computed on the
 OD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0381.degrees latitude (g = 980.6199 gals.).
 OD0381
 OD0381.The modeled gravity was interpolated from observed gravity values.
 OD0381
 OD0381;                    North         East    Units  Estimated Accuracy
 OD0381;SPC NY E     -   554,080.      238,440.      MT  (+/- 180 meters Scaled)
 OD0381
 OD0381                          SUPERSEDED SURVEY CONTROL
 OD0381
 OD0381  NGVD 29 (??/??/92)   36.814  (m)          120.78   (f) ADJ UNCH    1 2
 OD0381
 OD0381.Superseded values are not recommended for survey control.
 OD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0381.See file dsdata.txt to determine how the superseded data were derived.
 OD0381
 OD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP286528(NAD 83)
 OD0381_MARKER: B = BOLT
 OD0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0381_SP_SET: CONCRETE BASE
 OD0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0381
 OD0381  HISTORY     - Date     Condition        Report By
 OD0381  HISTORY     - UNK      MONUMENTED       DHRR
 OD0381  HISTORY     - 1955     GOOD             NGS
 OD0381  HISTORY     - 1973     MARK NOT FOUND   NGS
 OD0381
 OD0381                          STATION DESCRIPTION
 OD0381
 OD0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0381'0.7 MI S FROM FORT TICONDEROGA.
 OD0381'ABOUT 0.7 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0381'STATION AT FORT TICONDEROGA, ABOUT 5 TELEPHONE POLES SOUTH OF MILE
 OD0381'POST A 99 - RP 92, THE TOP OF THE NORTHWEST ANCHOR BOLT OF AN
 OD0381'ABANDONED BASE OF A SIGNAL TOWER (BASE IF ABOUT 2 1/2 BY 3 FEET AND
 OD0381'PROJECTS 1 1/2 FEET ABOVE GROUND), 8.6 FEET EAST OF EAST RAIL AND
 OD0381'ABOUT LEVEL WITH TRACK.
 OD0381
 OD0381                          STATION RECOVERY (1973)
 OD0381
 OD0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OD0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0998 ***********************************************************************
 OF0998  DESIGNATION -  280.61
 OF0998  PID         -  OF0998
 OF0998  STATE/COUNTY-  NY/MONROE
 OF0998  USGS QUAD   -  HILTON (1976)
 OF0998
 OF0998                         *CURRENT SURVEY CONTROL
 OF0998  ___________________________________________________________________
 OF0998* NAD 83(1986)-  43 16 43.     (N)    077 45 00.     (W)     SCALED    
 OF0998* NAVD 88     -        85.341  (meters)     279.99   (feet)  ADJUSTED  
 OF0998  ___________________________________________________________________
 OF0998  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF0998  DYNAMIC HT  -          85.322 (meters)     279.93  (feet)  COMP
 OF0998  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 OF0998
 OF0998  VERT ORDER  -  FIRST     CLASS II
 OF0998
 OF0998.The horizontal coordinates were scaled from a topographic map and have
 OF0998.an estimated accuracy of +/- 6 seconds.
 OF0998
 OF0998.The orthometric height was determined by differential leveling
 OF0998.and adjusted by the National Geodetic Survey in September 1994..
 OF0998
 OF0998.The geoid height was determined by GEOID03.
 OF0998
 OF0998.The dynamic height is computed by dividing the NAVD 88
 OF0998.geopotential number by the normal gravity value computed on the
 OF0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0998.degrees latitude (g = 980.6199 gals.).
 OF0998
 OF0998.The modeled gravity was interpolated from observed gravity values.
 OF0998
 OF0998;                    North         East    Units  Estimated Accuracy
 OF0998;SPC NY W     -   364,460.      417,640.      MT  (+/- 180 meters Scaled)
 OF0998
 OF0998                          SUPERSEDED SURVEY CONTROL
 OF0998
 OF0998  NAVD 88 (06/15/91)   85.350  (m)          280.02   (f) UNKNOWN     1 2
 OF0998  NGVD 29 (??/??/92)   85.538  (m)          280.64   (f) ADJ UNCH    1 2
 OF0998
 OF0998.Superseded values are not recommended for survey control.
 OF0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0998.See file dsdata.txt to determine how the superseded data were derived.
 OF0998
 OF0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN768954(NAD 83)
 OF0998_MARKER: Q = CHISELED SQUARE
 OF0998_SETTING: 0 = UNSPECIFIED SETTING
 OF0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0998
 OF0998  HISTORY     - Date     Condition        Report By
 OF0998  HISTORY     - UNK      MONUMENTED       USGS
 OF0998  HISTORY     - 1942     GOOD             NGS
 OF0998
 OF0998                          STATION DESCRIPTION
 OF0998
 OF0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0998'2.9 MI SE FROM HILTON.
 OF0998'TO REACH FROM POST OFFICE AT HILTON. PROCEED ABOUT 2.3 MILES EASTERLY
 OF0998'ALONG EAST AVENUE AND WILDER ROAD TO INTERSECTION OF WILDER AND
 OF0998'MANITOU ROADS. THENCE GO ABOUT 0.6 MILES SOUTH TO INTERSECTION OF
 OF0998'NEW YORK CENTRAL RAILROAD AND MANITOU ROAD AND SITE OF MARK.
 OF0998'BENCH MARK IS ABOUT 2.0 FEET NORTH OF NORTH RAIL, ON EAST EDGE
 OF0998'AND CORNER OF CONCRETE PAVEMENT.
 OF0998'NOTE--IMPOSSIBLE TO DISTINGUISH EXACT SQUARE OF OLD MARK. 2 MI SE
 OF0998'OF WILDER STA. ALONG RR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0046 ***********************************************************************
 NA0046  DESIGNATION -  281.0
 NA0046  PID         -  NA0046
 NA0046  STATE/COUNTY-  NY/MONTGOMERY
 NA0046  USGS QUAD   -  TRIBES HILL (1980)
 NA0046
 NA0046                         *CURRENT SURVEY CONTROL
 NA0046  ___________________________________________________________________
 NA0046* NAD 83(1986)-  42 56 43.     (N)    074 17 18.     (W)     SCALED    
 NA0046* NAVD 88     -        85.174  (meters)     279.44   (feet)  ADJUSTED  
 NA0046  ___________________________________________________________________
 NA0046  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 NA0046  DYNAMIC HT  -          85.151 (meters)     279.37  (feet)  COMP
 NA0046  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NA0046
 NA0046  VERT ORDER  -  FIRST     CLASS II
 NA0046
 NA0046.The horizontal coordinates were scaled from a topographic map and have
 NA0046.an estimated accuracy of +/- 6 seconds.
 NA0046
 NA0046.The orthometric height was determined by differential leveling
 NA0046.and adjusted by the National Geodetic Survey in June 1991..
 NA0046
 NA0046.The geoid height was determined by GEOID03.
 NA0046
 NA0046.The dynamic height is computed by dividing the NAVD 88
 NA0046.geopotential number by the normal gravity value computed on the
 NA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0046.degrees latitude (g = 980.6199 gals.).
 NA0046
 NA0046.The modeled gravity was interpolated from observed gravity values.
 NA0046
 NA0046;                    North         East    Units  Estimated Accuracy
 NA0046;SPC NY E     -   456,620.      167,270.      MT  (+/- 180 meters Scaled)
 NA0046
 NA0046                          SUPERSEDED SURVEY CONTROL
 NA0046
 NA0046  NGVD 29 (??/??/92)   85.328  (m)          279.95   (f) ADJ UNCH    1 2
 NA0046
 NA0046.Superseded values are not recommended for survey control.
 NA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0046.See file dsdata.txt to determine how the superseded data were derived.
 NA0046
 NA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN580549(NAD 83)
 NA0046_MARKER: DB = BENCH MARK DISK
 NA0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0046_SP_SET: WALL
 NA0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0046
 NA0046  HISTORY     - Date     Condition        Report By
 NA0046  HISTORY     - UNK      MONUMENTED       NY-057
 NA0046  HISTORY     - 1931     GOOD             NGS
 NA0046  HISTORY     - 19990609 MARK NOT FOUND   USPSQD
 NA0046
 NA0046                          STATION DESCRIPTION
 NA0046
 NA0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0046'AT TRIBES HILL.
 NA0046'AT TRIBES HILL ABOUT 600 FEET SOUTH OF TRIBES HILL RAILROAD STATION
 NA0046'ON NORTHEAST CORNER OF NORTH WALL OF NEW YORK STATE CANAL LOCK NO.
 NA0046'12.
 NA0046
 NA0046                          STATION RECOVERY (1999)
 NA0046
 NA0046'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1304 ***********************************************************************
 PH1304  DESIGNATION -  283
 PH1304  PID         -  PH1304
 PH1304  STATE/COUNTY-  NY/ST LAWRENCE
 PH1304  USGS QUAD   -  HAMMOND (1961)
 PH1304
 PH1304                         *CURRENT SURVEY CONTROL
 PH1304  ___________________________________________________________________
 PH1304* NAD 83(1986)-  44 22 43.     (N)    075 39 18.     (W)     SCALED    
 PH1304* NAVD 88     -        86.242  (meters)     282.95   (feet)  ADJUSTED  
 PH1304  ___________________________________________________________________
 PH1304  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 PH1304  DYNAMIC HT  -          86.233 (meters)     282.92  (feet)  COMP
 PH1304  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 PH1304
 PH1304  VERT ORDER  -  SECOND    CLASS 0
 PH1304
 PH1304.The horizontal coordinates were scaled from a topographic map and have
 PH1304.an estimated accuracy of +/- 6 seconds.
 PH1304
 PH1304.The orthometric height was determined by differential leveling
 PH1304.and adjusted by the National Geodetic Survey in June 1991..
 PH1304
 PH1304.The geoid height was determined by GEOID03.
 PH1304
 PH1304.The dynamic height is computed by dividing the NAVD 88
 PH1304.geopotential number by the normal gravity value computed on the
 PH1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1304.degrees latitude (g = 980.6199 gals.).
 PH1304
 PH1304.The modeled gravity was interpolated from observed gravity values.
 PH1304
 PH1304;                    North         East    Units  Estimated Accuracy
 PH1304;SPC NY E     -   616,480.       57,960.      MT  (+/- 180 meters Scaled)
 PH1304
 PH1304                          SUPERSEDED SURVEY CONTROL
 PH1304
 PH1304  NGVD 29 (??/??/92)   86.398  (m)          283.46   (f) ADJ UNCH    2 0
 PH1304
 PH1304.Superseded values are not recommended for survey control.
 PH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1304.See file dsdata.txt to determine how the superseded data were derived.
 PH1304
 PH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ478141(NAD 83)
 PH1304_MARKER: DD = SURVEY DISK
 PH1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1304_SP_SET: BRIDGE ABUTMENT
 PH1304_STAMPING: 283
 PH1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1304
 PH1304  HISTORY     - Date     Condition        Report By
 PH1304  HISTORY     - UNK      MONUMENTED       USGS
 PH1304  HISTORY     - 1942     GOOD             NGS
 PH1304  HISTORY     - 1946     GOOD             NGS
 PH1304
 PH1304                          STATION DESCRIPTION
 PH1304
 PH1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1304'IN ROSSIE.
 PH1304'BENCH MARK IS SET HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST
 PH1304'ABUTMENT OF THE BRIDGE OVER THE INDIAN RIVER, IT IS 11.7 FEET
 PH1304'SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE FLOOR OF THE BRIDGE.
 PH1304'NOTE--EAST CORNER OF SOUTHWEST ABUTMENT OF IRON BRIDGE.
 PH1304
 PH1304                          STATION RECOVERY (1946)
 PH1304
 PH1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PH1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1016 ***********************************************************************
 LX1016  DESIGNATION -  283 1/2
 LX1016  PID         -  LX1016
 LX1016  STATE/COUNTY-  NY/WESTCHESTER
 LX1016  USGS QUAD   -  WHITE PLAINS (1967)
 LX1016
 LX1016                         *CURRENT SURVEY CONTROL
 LX1016  ___________________________________________________________________
 LX1016* NAD 83(1986)-  41 07 17.     (N)    073 52 04.     (W)     SCALED    
 LX1016* NAVD 88     -         2.790  (meters)       9.15   (feet)  ADJUSTED  
 LX1016  ___________________________________________________________________
 LX1016  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LX1016  DYNAMIC HT  -           2.789 (meters)       9.15  (feet)  COMP
 LX1016  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 LX1016
 LX1016  VERT ORDER  -  FIRST     CLASS II
 LX1016
 LX1016.The horizontal coordinates were scaled from a topographic map and have
 LX1016.an estimated accuracy of +/- 6 seconds.
 LX1016
 LX1016.The orthometric height was determined by differential leveling
 LX1016.and adjusted by the National Geodetic Survey in June 1991..
 LX1016
 LX1016.The geoid height was determined by GEOID03.
 LX1016
 LX1016.The dynamic height is computed by dividing the NAVD 88
 LX1016.geopotential number by the normal gravity value computed on the
 LX1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1016.degrees latitude (g = 980.6199 gals.).
 LX1016
 LX1016.The modeled gravity was interpolated from observed gravity values.
 LX1016
 LX1016;                    North         East    Units  Estimated Accuracy
 LX1016;SPC NY E     -   254,220.      203,090.      MT  (+/- 180 meters Scaled)
 LX1016
 LX1016                          SUPERSEDED SURVEY CONTROL
 LX1016
 LX1016  NGVD 29 (??/??/92)    3.080  (m)           10.11   (f) ADJ UNCH    1 2
 LX1016
 LX1016.Superseded values are not recommended for survey control.
 LX1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1016.See file dsdata.txt to determine how the superseded data were derived.
 LX1016
 LX1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL950528(NAD 83)
 LX1016_MARKER: B = BOLT
 LX1016_SETTING: 66 = SET IN ROCK OUTCROP
 LX1016_SP_SET: ROCK LEDGE
 LX1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1016+STABILITY: POSITION/ELEVATION WELL
 LX1016
 LX1016  HISTORY     - Date     Condition        Report By
 LX1016  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1016  HISTORY     - 1955     GOOD             NGS
 LX1016
 LX1016                          STATION DESCRIPTION
 LX1016
 LX1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1016'3.2 MI N FROM TARRYTOWN.
 LX1016'3.15 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1016'STATION AT TARRYTOWN, ABOUT 2.55 MILES SOUTH OF THE STATION AT
 LX1016'OSSINING, ABOUT 0.1 MILE NORTH OF SIGNAL BRIDGE NO.
 LX1016'2831-2833 - 2832-2834, ACROSS TRACKS FROM A POINT ABOUT 10
 LX1016'YARDS NORTH OF POWER TRANSMISSION TOWER NO. 827, ABOUT 40
 LX1016'YARDS SOUTH OF SOUTH END OF HEAD WALL OF A 5-FOOT ARCHED CULVERT
 LX1016'UNDER TRACK, IN THE TOP OF A ROCK LEDGE AT BOTTOM OF A
 LX1016'RETAINING WALL, 8.1 FEET EAST OF EAST RAIL OF EAST TRACK AND
 LX1016'ABOUT 3/4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0224 ***********************************************************************
 OF0224  DESIGNATION -  284.1
 OF0224  PID         -  OF0224
 OF0224  STATE/COUNTY-  NY/ONONDAGA
 OF0224  USGS QUAD   -  SYRACUSE EAST (1978)
 OF0224
 OF0224                         *CURRENT SURVEY CONTROL
 OF0224  ___________________________________________________________________
 OF0224* NAD 83(1986)-  43 04 16.     (N)    076 01 53.     (W)     SCALED    
 OF0224* NAVD 88     -       132.019  (meters)     433.13   (feet)  ADJUSTED  
 OF0224  ___________________________________________________________________
 OF0224  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OF0224  DYNAMIC HT  -         131.987 (meters)     433.03  (feet)  COMP
 OF0224  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 OF0224
 OF0224  VERT ORDER  -  FIRST     CLASS II
 OF0224
 OF0224.The horizontal coordinates were scaled from a topographic map and have
 OF0224.an estimated accuracy of +/- 6 seconds.
 OF0224
 OF0224.The orthometric height was determined by differential leveling
 OF0224.and adjusted by the National Geodetic Survey in June 1991..
 OF0224.WARNING-Repeat measurements at this control monument indicate possible
 OF0224.vertical movement.
 OF0224
 OF0224.The geoid height was determined by GEOID03.
 OF0224
 OF0224.The dynamic height is computed by dividing the NAVD 88
 OF0224.geopotential number by the normal gravity value computed on the
 OF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0224.degrees latitude (g = 980.6199 gals.).
 OF0224
 OF0224.The modeled gravity was interpolated from observed gravity values.
 OF0224
 OF0224;                    North         East    Units  Estimated Accuracy
 OF0224;SPC NY C     -   341,220.      294,950.      MT  (+/- 180 meters Scaled)
 OF0224
 OF0224                          SUPERSEDED SURVEY CONTROL
 OF0224
 OF0224  NGVD 29 (??/??/92)  132.206  (m)          433.75   (f) ADJ UNCH    1 2
 OF0224
 OF0224.Superseded values are not recommended for survey control.
 OF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0224.See file dsdata.txt to determine how the superseded data were derived.
 OF0224
 OF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN160692(NAD 83)
 OF0224_MARKER: Q = CHISELED SQUARE
 OF0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0224_SP_SET: BRIDGE
 OF0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0224
 OF0224  HISTORY     - Date     Condition        Report By
 OF0224  HISTORY     - 1931     MONUMENTED       NYCRR
 OF0224  HISTORY     - 1942     GOOD             NGS
 OF0224  HISTORY     - 20010827 MARK NOT FOUND   NGS
 OF0224
 OF0224                          STATION DESCRIPTION
 OF0224
 OF0224'DESCRIBED BY NEW YORK CENTRAL RAILROAD 1931
 OF0224'1.5 MI W FROM MINOA.
 OF0224'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON BRIDGE NO. 591. ON
 OF0224'NORTHEAST CORNER OF EAST WINGWALL OF SOUTH ABUTMENT.
 OF0224'NOTE--MARK IS ON THE NORTHEAST CORNER OF THE MOST EASTERLY STONE
 OF0224'BLOCK IN THE WING WALL, 16 FT. S OF S-RAIL OF THE E BOUND TRACK, 4.5
 OF0224'FT. HIGHER THAN THE BASE OF THE RAILS.
 OF0224
 OF0224                          STATION RECOVERY (1942)
 OF0224
 OF0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OF0224'RECOVERED IN GOOD CONDITION.
 OF0224
 OF0224                          STATION RECOVERY (2001)
 OF0224
 OF0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 OF0224'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OF0224' 
 OF0224' 
 OF0224' 
 OF0224'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0226 ***********************************************************************
 OF0226  DESIGNATION -  286.9
 OF0226  PID         -  OF0226
 OF0226  STATE/COUNTY-  NY/ONONDAGA
 OF0226  USGS QUAD   -  SYRACUSE EAST (1978)
 OF0226
 OF0226                         *CURRENT SURVEY CONTROL
 OF0226  ___________________________________________________________________
 OF0226* NAD 83(1986)-  43 03 33.     (N)    076 05 07.     (W)     SCALED    
 OF0226* NAVD 88     -       125.521  (meters)     411.81   (feet)  ADJUSTED  
 OF0226  ___________________________________________________________________
 OF0226  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 OF0226  DYNAMIC HT  -         125.490 (meters)     411.71  (feet)  COMP
 OF0226  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 OF0226
 OF0226  VERT ORDER  -  FIRST     CLASS II
 OF0226
 OF0226.The horizontal coordinates were scaled from a topographic map and have
 OF0226.an estimated accuracy of +/- 6 seconds.
 OF0226
 OF0226.The orthometric height was determined by differential leveling
 OF0226.and adjusted by the National Geodetic Survey in June 1991..
 OF0226
 OF0226.The geoid height was determined by GEOID03.
 OF0226
 OF0226.The dynamic height is computed by dividing the NAVD 88
 OF0226.geopotential number by the normal gravity value computed on the
 OF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0226.degrees latitude (g = 980.6199 gals.).
 OF0226
 OF0226.The modeled gravity was interpolated from observed gravity values.
 OF0226
 OF0226;                    North         East    Units  Estimated Accuracy
 OF0226;SPC NY C     -   339,860.      290,570.      MT  (+/- 180 meters Scaled)
 OF0226
 OF0226                          SUPERSEDED SURVEY CONTROL
 OF0226
 OF0226  NGVD 29 (??/??/92)  125.690  (m)          412.37   (f) ADJ UNCH    1 2
 OF0226
 OF0226.Superseded values are not recommended for survey control.
 OF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0226.See file dsdata.txt to determine how the superseded data were derived.
 OF0226
 OF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN116679(NAD 83)
 OF0226_MARKER: Q = CHISELED SQUARE
 OF0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0226_SP_SET: BRIDGE
 OF0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0226
 OF0226  HISTORY     - Date     Condition        Report By
 OF0226  HISTORY     - UNK      MONUMENTED       NYCRR
 OF0226  HISTORY     - 1931     GOOD             NGS
 OF0226  HISTORY     - 20010827 MARK NOT FOUND   NGS
 OF0226
 OF0226                          STATION DESCRIPTION
 OF0226
 OF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OF0226'0.9 MI W FROM EAST SYRACUSE.
 OF0226'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD. ON BRIDGE NO. 594A.
 OF0226'ON NORTHEAST CORNER OF BOTTOM STEP OF EAST WINGWALL OF SOUTH
 OF0226'ABUTMENT.
 OF0226
 OF0226                          STATION RECOVERY (2001)
 OF0226
 OF0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 OF0226'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REMOVED.
 OF0226' 
 OF0226'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1328 ***********************************************************************
 PH1328  DESIGNATION -  287
 PH1328  PID         -  PH1328
 PH1328  STATE/COUNTY-  NY/ST LAWRENCE
 PH1328  USGS QUAD   -  POPE MILLS (1980)
 PH1328
 PH1328                         *CURRENT SURVEY CONTROL
 PH1328  ___________________________________________________________________
 PH1328* NAD 83(1986)-  44 29 02.     (N)    075 34 54.     (W)     SCALED    
 PH1328* NAVD 88     -        87.484  (meters)     287.02   (feet)  ADJUSTED  
 PH1328  ___________________________________________________________________
 PH1328  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 PH1328  DYNAMIC HT  -          87.476 (meters)     286.99  (feet)  COMP
 PH1328  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 PH1328
 PH1328  VERT ORDER  -  SECOND    CLASS 0
 PH1328
 PH1328.The horizontal coordinates were scaled from a topographic map and have
 PH1328.an estimated accuracy of +/- 6 seconds.
 PH1328
 PH1328.The orthometric height was determined by differential leveling
 PH1328.and adjusted by the National Geodetic Survey in June 1991..
 PH1328
 PH1328.The geoid height was determined by GEOID03.
 PH1328
 PH1328.The dynamic height is computed by dividing the NAVD 88
 PH1328.geopotential number by the normal gravity value computed on the
 PH1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1328.degrees latitude (g = 980.6199 gals.).
 PH1328
 PH1328.The modeled gravity was interpolated from observed gravity values.
 PH1328
 PH1328;                    North         East    Units  Estimated Accuracy
 PH1328;SPC NY E     -   628,100.       63,960.      MT  (+/- 180 meters Scaled)
 PH1328
 PH1328                          SUPERSEDED SURVEY CONTROL
 PH1328
 PH1328  NGVD 29 (??/??/92)   87.618  (m)          287.46   (f) ADJ UNCH    2 0
 PH1328
 PH1328.Superseded values are not recommended for survey control.
 PH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1328.See file dsdata.txt to determine how the superseded data were derived.
 PH1328
 PH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ537257(NAD 83)
 PH1328_MARKER: DD = SURVEY DISK
 PH1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1328_SP_SET: BUILDING
 PH1328_STAMPING: 287
 PH1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1328
 PH1328  HISTORY     - Date     Condition        Report By
 PH1328  HISTORY     - UNK      MONUMENTED       USGS
 PH1328  HISTORY     - 1942     GOOD             NGS
 PH1328  HISTORY     - 1963     GOOD             LDA
 PH1328
 PH1328                          STATION DESCRIPTION
 PH1328
 PH1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1328'IN POPE MILLS.
 PH1328'BENCH MARK IS SET VERTICALLY IN THE NORTH END OF THE EAST FACE OF THE
 PH1328'POPE MILLS GRADE SCHOOL, IT IS ABOUT 250.0 FEET SOUTHWEST OF THE
 PH1328'INTERSECTION OF STATE HIGHWAYS NO. 184 AND NO. 58, 0.5 FEET SOUTH OF
 PH1328'THE NORTHEAST CORNER OF THE BUILDING AND 1.4 FEET ABOVE THE GROUND.
 PH1328'NOTE-- THE SCHOOL HOUSE IS ABANDONED.
 PH1328
 PH1328                          STATION RECOVERY (1963)
 PH1328
 PH1328'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1186 ***********************************************************************
 PH1186  DESIGNATION -  289 CAPE VINCENT
 PH1186  PID         -  PH1186
 PH1186  STATE/COUNTY-  NY/ST LAWRENCE
 PH1186  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1186
 PH1186                         *CURRENT SURVEY CONTROL
 PH1186  ___________________________________________________________________
 PH1186* NAD 83(1986)-  44 26 30.     (N)    075 45 26.     (W)     SCALED    
 PH1186* NAVD 88     -        87.637  (meters)     287.52   (feet)  ADJUSTED  
 PH1186  ___________________________________________________________________
 PH1186  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 PH1186  DYNAMIC HT  -          87.629 (meters)     287.50  (feet)  COMP
 PH1186  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 PH1186
 PH1186  VERT ORDER  -  FIRST     CLASS 0
 PH1186
 PH1186.The horizontal coordinates were scaled from a topographic map and have
 PH1186.an estimated accuracy of +/- 6 seconds.
 PH1186
 PH1186.The orthometric height was determined by differential leveling
 PH1186.and adjusted by the National Geodetic Survey in June 1991..
 PH1186
 PH1186.The geoid height was determined by GEOID03.
 PH1186
 PH1186.The dynamic height is computed by dividing the NAVD 88
 PH1186.geopotential number by the normal gravity value computed on the
 PH1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1186.degrees latitude (g = 980.6199 gals.).
 PH1186
 PH1186.The modeled gravity was interpolated from observed gravity values.
 PH1186
 PH1186;                    North         East    Units  Estimated Accuracy
 PH1186;SPC NY E     -   623,600.       49,920.      MT  (+/- 180 meters Scaled)
 PH1186
 PH1186                          SUPERSEDED SURVEY CONTROL
 PH1186
 PH1186  NGVD 29 (??/??/92)   87.765  (m)          287.94   (f) ADJ UNCH    1 0
 PH1186
 PH1186.Superseded values are not recommended for survey control.
 PH1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1186.See file dsdata.txt to determine how the superseded data were derived.
 PH1186
 PH1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ397212(NAD 83)
 PH1186_MARKER: DB = BENCH MARK DISK
 PH1186_SETTING: 66 = SET IN ROCK OUTCROP
 PH1186_SP_SET: BEDROCK
 PH1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1186+STABILITY: POSITION/ELEVATION WELL
 PH1186
 PH1186  HISTORY     - Date     Condition        Report By
 PH1186  HISTORY     - UNK      MONUMENTED       USGS
 PH1186  HISTORY     - 1969     GOOD             USLS
 PH1186
 PH1186                          STATION DESCRIPTION
 PH1186
 PH1186'DESCRIBED BY US LAKE SURVEY 1969
 PH1186'IN CHIPPEWA BAY.
 PH1186'A BENCH MARK OF THE U. S. GEOLOGICAL SURVEY, IS AT CHIPPEWA BAY, ST.
 PH1186'LAWRENCE COUNTY, NEW YORK, ON SOUTH SIDE OF THE STREET, 0.9 FOOT EAST
 PH1186'OF NORTHEAST CORNER OF THE FORMER SCHOOL DISTRICT NO. 11 STONE
 PH1186'SCHOOLHOUSE, BEING HIGHEST POINT AT CENTER OF BRONZE DISC SET INTO THE
 PH1186'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0617 ***********************************************************************
 PH0617  DESIGNATION -  2895
 PH0617  PID         -  PH0617
 PH0617  STATE/COUNTY-  NY/ST LAWRENCE
 PH0617  USGS QUAD   -  CORNWALL WEST (1964)
 PH0617
 PH0617                         *CURRENT SURVEY CONTROL
 PH0617  ___________________________________________________________________
 PH0617* NAD 83(1986)-  45 00 43.     (N)    074 47 21.     (W)     SCALED    
 PH0617* NAVD 88     -        59.926  (meters)     196.61   (feet)  ADJUSTED  
 PH0617  ___________________________________________________________________
 PH0617  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 PH0617  DYNAMIC HT  -          59.925 (meters)     196.60  (feet)  COMP
 PH0617  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 PH0617
 PH0617  VERT ORDER  -  FIRST     CLASS 0
 PH0617
 PH0617.The horizontal coordinates were scaled from a topographic map and have
 PH0617.an estimated accuracy of +/- 6 seconds.
 PH0617
 PH0617.The orthometric height was determined by differential leveling
 PH0617.and adjusted by the National Geodetic Survey in June 1991..
 PH0617
 PH0617.The geoid height was determined by GEOID03.
 PH0617
 PH0617.The dynamic height is computed by dividing the NAVD 88
 PH0617.geopotential number by the normal gravity value computed on the
 PH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0617.degrees latitude (g = 980.6199 gals.).
 PH0617
 PH0617.The modeled gravity was interpolated from observed gravity values.
 PH0617
 PH0617;                    North         East    Units  Estimated Accuracy
 PH0617;SPC NY E     -   686,240.      127,210.      MT  (+/- 180 meters Scaled)
 PH0617
 PH0617                          SUPERSEDED SURVEY CONTROL
 PH0617
 PH0617  NGVD 29 (??/??/92)   60.038  (m)          196.97   (f) ADJ UNCH    1 0
 PH0617
 PH0617.Superseded values are not recommended for survey control.
 PH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0617.See file dsdata.txt to determine how the superseded data were derived.
 PH0617
 PH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ166842(NAD 83)
 PH0617_MARKER: Z = SEE DESCRIPTION
 PH0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0617_SP_SET: DAM
 PH0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0617
 PH0617  HISTORY     - Date     Condition        Report By
 PH0617  HISTORY     - UNK      MONUMENTED       USLS
 PH0617  HISTORY     - 1969     GOOD             USLS
 PH0617
 PH0617                          STATION DESCRIPTION
 PH0617
 PH0617'DESCRIBED BY US LAKE SURVEY 1969
 PH0617'IN BARNHART ISLAND.
 PH0617'LARGE CONCRETE STRUCTURE AT THE NORTHEAST END OF THE DAM, BETWEEN THE
 PH0617'UPPER SIDE OF THE DAM AND THE ADMINISTRATION BUILDING, TABLET IN THE
 PH0617'NORTHEAST FACE OF STRUCTURE, 2 FEET FROM NORTHEAST CORNER AND 6.5 FEET
 PH0617'SOUTHEAST OF LARGE DOOR OPENING, 2 FEET ABOVE GROUND LEVEL. NO. 2895.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0616 ***********************************************************************
 PH0616  DESIGNATION -  2896
 PH0616  PID         -  PH0616
 PH0616  STATE/COUNTY-  NY/ST LAWRENCE
 PH0616  USGS QUAD   -  CORNWALL WEST (1964)
 PH0616
 PH0616                         *CURRENT SURVEY CONTROL
 PH0616  ___________________________________________________________________
 PH0616* NAD 83(1986)-  45 00 41.     (N)    074 47 26.     (W)     SCALED    
 PH0616* NAVD 88     -        58.341  (meters)     191.41   (feet)  ADJUSTED  
 PH0616  ___________________________________________________________________
 PH0616  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 PH0616  DYNAMIC HT  -          58.340 (meters)     191.40  (feet)  COMP
 PH0616  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 PH0616
 PH0616  VERT ORDER  -  FIRST     CLASS 0
 PH0616
 PH0616.The horizontal coordinates were scaled from a topographic map and have
 PH0616.an estimated accuracy of +/- 6 seconds.
 PH0616
 PH0616.The orthometric height was determined by differential leveling
 PH0616.and adjusted by the National Geodetic Survey in June 1991..
 PH0616
 PH0616.The geoid height was determined by GEOID03.
 PH0616
 PH0616.The dynamic height is computed by dividing the NAVD 88
 PH0616.geopotential number by the normal gravity value computed on the
 PH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0616.degrees latitude (g = 980.6199 gals.).
 PH0616
 PH0616.The modeled gravity was interpolated from observed gravity values.
 PH0616
 PH0616;                    North         East    Units  Estimated Accuracy
 PH0616;SPC NY E     -   686,180.      127,100.      MT  (+/- 180 meters Scaled)
 PH0616
 PH0616                          SUPERSEDED SURVEY CONTROL
 PH0616
 PH0616  NGVD 29 (??/??/92)   58.453  (m)          191.77   (f) ADJ UNCH    1 0
 PH0616
 PH0616.Superseded values are not recommended for survey control.
 PH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0616.See file dsdata.txt to determine how the superseded data were derived.
 PH0616
 PH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ165842(NAD 83)
 PH0616_MARKER: Z = SEE DESCRIPTION
 PH0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0616_SP_SET: PLATFORM
 PH0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0616
 PH0616  HISTORY     - Date     Condition        Report By
 PH0616  HISTORY     - UNK      MONUMENTED       USLS
 PH0616  HISTORY     - 1969     GOOD             USLS
 PH0616
 PH0616                          STATION DESCRIPTION
 PH0616
 PH0616'DESCRIBED BY US LAKE SURVEY 1969
 PH0616'IN BARNHART ISLAND.
 PH0616'PLATFORM AT THE LOWER END OF THE DAM, IMMEDIATELY ADJACENT TO THE
 PH0616'ADMINISTRATION BUILDING.  TABLET IN FLOOR OF PLATFORM OPPOSITE A
 PH0616'CONCRETE STAIRWAY, 4 FEET SOUTHWEST OF THE PROJECTION OF THE SOUTHWEST
 PH0616'WALL OF THE ADMINISTRATION BUILDING, 9 FEET NORTHWEST OF CONCRETE WALL
 PH0616'AT LOWER END OF DAM AND 2 FEET NORTHEAST OF GRILL. NO. 2896.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0173 ***********************************************************************
 KU0173  DESIGNATION -  29
 KU0173  PID         -  KU0173
 KU0173  STATE/COUNTY-  NY/SUFFOLK
 KU0173  USGS QUAD   -  EASTPORT (1956)
 KU0173
 KU0173                         *CURRENT SURVEY CONTROL
 KU0173  ___________________________________________________________________
 KU0173* NAD 83(1986)-  40 49 33.     (N)    072 43 56.     (W)     SCALED    
 KU0173* NAVD 88     -         8.771  (meters)      28.78   (feet)  ADJUSTED  
 KU0173  ___________________________________________________________________
 KU0173  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU0173  DYNAMIC HT  -           8.767 (meters)      28.76  (feet)  COMP
 KU0173  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 KU0173
 KU0173  VERT ORDER  -  SECOND    CLASS 0
 KU0173
 KU0173.The horizontal coordinates were scaled from a topographic map and have
 KU0173.an estimated accuracy of +/- 6 seconds.
 KU0173
 KU0173.The orthometric height was determined by differential leveling
 KU0173.and adjusted by the National Geodetic Survey in June 1991..
 KU0173
 KU0173.The geoid height was determined by GEOID03.
 KU0173
 KU0173.The dynamic height is computed by dividing the NAVD 88
 KU0173.geopotential number by the normal gravity value computed on the
 KU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0173.degrees latitude (g = 980.6199 gals.).
 KU0173
 KU0173.The modeled gravity was interpolated from observed gravity values.
 KU0173
 KU0173;                    North         East    Units  Estimated Accuracy
 KU0173;SPC NY L     -    73,970.      406,940.      MT  (+/- 180 meters Scaled)
 KU0173
 KU0173                          SUPERSEDED SURVEY CONTROL
 KU0173
 KU0173  NGVD 29 (??/??/92)    9.067  (m)           29.75   (f) ADJ UNCH    2 0
 KU0173
 KU0173.Superseded values are not recommended for survey control.
 KU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0173.See file dsdata.txt to determine how the superseded data were derived.
 KU0173
 KU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL912218(NAD 83)
 KU0173_MARKER: P = PIPE CAP
 KU0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KU0173_STAMPING: 29.751 WILLET PT
 KU0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0173
 KU0173  HISTORY     - Date     Condition        Report By
 KU0173  HISTORY     - UNK      MONUMENTED       USGS
 KU0173  HISTORY     - 1932     GOOD             NGS
 KU0173  HISTORY     - 1953     GOOD             NGS
 KU0173  HISTORY     - 20001116 MARK NOT FOUND   NGS
 KU0173
 KU0173                          STATION DESCRIPTION
 KU0173
 KU0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0173'AT EASTPORT.
 KU0173'AT EASTPORT, SUFFOLK COUNTY, ON STATE HIGHWAY 27 (MONTAUK
 KU0173'HIGHWAY), 105 FEET WEST OF THE INTERSECTION OF A ROAD LEADING
 KU0173'TO THE LONG ISLAND RAILROAD STATION, 22.8 FEET EAST OF THE
 KU0173'THIRD TREE WEST OF THE INTERSECTION, 18 FEET WEST OF THE SECOND
 KU0173'TREE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 55.5 FEET
 KU0173'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AND 3 FEET SOUTH
 KU0173'OF A HEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 KU0173'STAMPED 29.751 WILLET PT AND RIVETED ON THE TOP OF A 3-1/2-INCH
 KU0173'IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 KU0173
 KU0173                          STATION RECOVERY (1953)
 KU0173
 KU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KU0173'RECOVERED IN GOOD CONDITION.
 KU0173
 KU0173                          STATION RECOVERY (2000)
 KU0173
 KU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 KU0173'THE DESCRIBED LOCATION IS NOW A PARKING LOT.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0266 ***********************************************************************
 KU0266  DESIGNATION -  29 RS
 KU0266  PID         -  KU0266
 KU0266  STATE/COUNTY-  NY/SUFFOLK
 KU0266  USGS QUAD   -  BELLPORT (1967)
 KU0266
 KU0266                         *CURRENT SURVEY CONTROL
 KU0266  ___________________________________________________________________
 KU0266* NAD 83(1986)-  40 51 56.     (N)    072 56 11.     (W)     SCALED    
 KU0266* NAVD 88     -        14.328  (meters)      47.01   (feet)  ADJUSTED  
 KU0266  ___________________________________________________________________
 KU0266  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU0266  DYNAMIC HT  -          14.323 (meters)      46.99  (feet)  COMP
 KU0266  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 KU0266
 KU0266  VERT ORDER  -  SECOND    CLASS 0
 KU0266
 KU0266.The horizontal coordinates were scaled from a topographic map and have
 KU0266.an estimated accuracy of +/- 6 seconds.
 KU0266
 KU0266.The orthometric height was determined by differential leveling
 KU0266.and adjusted by the National Geodetic Survey in June 1991..
 KU0266
 KU0266.The geoid height was determined by GEOID03.
 KU0266
 KU0266.The dynamic height is computed by dividing the NAVD 88
 KU0266.geopotential number by the normal gravity value computed on the
 KU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0266.degrees latitude (g = 980.6199 gals.).
 KU0266
 KU0266.The modeled gravity was interpolated from observed gravity values.
 KU0266
 KU0266;                    North         East    Units  Estimated Accuracy
 KU0266;SPC NY L     -    78,150.      389,670.      MT  (+/- 180 meters Scaled)
 KU0266
 KU0266                          SUPERSEDED SURVEY CONTROL
 KU0266
 KU0266  NGVD 29 (??/??/92)   14.640  (m)           48.03   (f) ADJ UNCH    2 0
 KU0266
 KU0266.Superseded values are not recommended for survey control.
 KU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0266.See file dsdata.txt to determine how the superseded data were derived.
 KU0266
 KU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL739258(NAD 83)
 KU0266_MARKER: DD = SURVEY DISK
 KU0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0266_SP_SET: CULVERT
 KU0266_STAMPING: 29 RS 1949
 KU0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0266
 KU0266  HISTORY     - Date     Condition        Report By
 KU0266  HISTORY     - 1949     MONUMENTED       USGS
 KU0266  HISTORY     - 1950     GOOD             NGS
 KU0266
 KU0266                          STATION DESCRIPTION
 KU0266
 KU0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0266'1.4 MI S FROM MIDDLE ISLAND.
 KU0266'1.35 MILES SOUTH ALONG YAPHANK-MIDDLE ISLAND ROAD FROM THE
 KU0266'INTERSECTION OF YAPHANK-MIDDLE ISLAND ROAD, STATE HIGHWAY NO. 25
 KU0266'AND ROCKY POINT ROAD AT MIDDLE ISLAND, 300 FEET (PACED) NORTHEAST
 KU0266'ALONG YAPHANK-MIDDLE ISLAND ROAD FROM THE JUNCTION OF LONGWOOD
 KU0266'ROAD, 20.8 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10.4
 KU0266'FEET NORTHWEST OF A BRICK WALL ON THE SOUTHEAST SIDE OF THE ROAD,
 KU0266'SET IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 6 FOOT
 KU0266'CONCRETE CULVERT.  NOTE-- BM 29 RS (U.S.G.S.) IS 0.15 MILE NORTH
 KU0266'ALONG YAPHANK-MIDDLE ISLAND ROAD FROM BM X 333.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0565 ***********************************************************************
 MZ0565  DESIGNATION -  29 R=SERIAL 1630
 MZ0565  PID         -  MZ0565
 MZ0565  STATE/COUNTY-  NY/DUTCHESS
 MZ0565  USGS QUAD   -  SAUGERTIES (1978)
 MZ0565
 MZ0565                         *CURRENT SURVEY CONTROL
 MZ0565  ___________________________________________________________________
 MZ0565* NAD 83(1986)-  42 03 39.     (N)    073 55 25.     (W)     SCALED    
 MZ0565* NAVD 88     -         2.593  (meters)       8.51   (feet)  ADJUSTED  
 MZ0565  ___________________________________________________________________
 MZ0565  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MZ0565  DYNAMIC HT  -           2.592 (meters)       8.50  (feet)  COMP
 MZ0565  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 MZ0565
 MZ0565  VERT ORDER  -  FIRST     CLASS II
 MZ0565
 MZ0565.The horizontal coordinates were scaled from a topographic map and have
 MZ0565.an estimated accuracy of +/- 6 seconds.
 MZ0565
 MZ0565.The orthometric height was determined by differential leveling
 MZ0565.and adjusted by the National Geodetic Survey in June 1991..
 MZ0565
 MZ0565.The geoid height was determined by GEOID03.
 MZ0565
 MZ0565.The dynamic height is computed by dividing the NAVD 88
 MZ0565.geopotential number by the normal gravity value computed on the
 MZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0565.degrees latitude (g = 980.6199 gals.).
 MZ0565
 MZ0565.The modeled gravity was interpolated from observed gravity values.
 MZ0565
 MZ0565;                    North         East    Units  Estimated Accuracy
 MZ0565;SPC NY E     -   358,520.      197,700.      MT  (+/- 180 meters Scaled)
 MZ0565
 MZ0565                          SUPERSEDED SURVEY CONTROL
 MZ0565
 MZ0565  NGVD 29 (??/??/92)    2.827  (m)            9.27   (f) ADJ UNCH    1 2
 MZ0565
 MZ0565.Superseded values are not recommended for survey control.
 MZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0565.See file dsdata.txt to determine how the superseded data were derived.
 MZ0565
 MZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM890570(NAD 83)
 MZ0565_MARKER: Q = CHISELED SQUARE
 MZ0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0565_SP_SET: MILEPOST
 MZ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0565
 MZ0565  HISTORY     - Date     Condition        Report By
 MZ0565  HISTORY     - UNK      MONUMENTED       USE
 MZ0565  HISTORY     - 1955     GOOD             NGS
 MZ0565
 MZ0565                          STATION DESCRIPTION
 MZ0565
 MZ0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0565'AT TIVOLI.
 MZ0565'AT TIVOLI, AT THE NEW YORK CENTRAL RAILROAD STATION, A 1-INCH OUTLINED
 MZ0565'SQUARE IN THE TOP OF BASE OF WEST SIDE OF MILE POST NY 99, 98 1/2 FEET
 MZ0565'EAST OF EAST RAIL OF EAST TRACK, 45 1/2 FEET EAST SOUTHEAST CORNER OF
 MZ0565'STATION, 41 FEET WEST OF CENTER LINE OF ROAD, ABOUT 1 1/2 FEET BELOW
 MZ0565'LEVEL OF TRACK AND ABOUT 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4224 ***********************************************************************
 LX4224  DESIGNATION -  290
 LX4224  PID         -  LX4224
 LX4224  STATE/COUNTY-  NY/WESTCHESTER
 LX4224  USGS QUAD   -  HAVERSTRAW (1979)
 LX4224
 LX4224                         *CURRENT SURVEY CONTROL
 LX4224  ___________________________________________________________________
 LX4224* NAD 83(1996)-  41 13 28.00457(N)    073 54 44.62007(W)     ADJUSTED  
 LX4224* NAVD 88     -        45.     (meters)     148.     (feet)  VERTCON   
 LX4224  ___________________________________________________________________
 LX4224  LAPLACE CORR-           9.13  (seconds)                    DEFLEC99
 LX4224  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LX4224
 LX4224  HORZ ORDER  -  SECOND
 LX4224
 LX4224.The horizontal coordinates were established by classical geodetic methods
 LX4224.and adjusted by the National Geodetic Survey in January 1999..
 LX4224
 LX4224.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4224
 LX4224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4224
 LX4224.The geoid height was determined by GEOID03.
 LX4224
 LX4224;                    North         East     Units Scale Factor Converg.
 LX4224;SPC NY E     -   265,637.618   199,265.401   MT  0.99992986   +0 23 14.1
 LX4224;SPC NY E     -   871,512.75    653,756.57   sFT  0.99992986   +0 23 14.1
 LX4224;UTM  18      - 4,564,243.367   591,159.031   MT  0.99970227   +0 43 00.5
 LX4224
 LX4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4224!SPC NY E     -   0.99999788  x   0.99992986  =   0.99992774
 LX4224!UTM  18      -   0.99999788  x   0.99970227  =   0.99970015
 LX4224
 LX4224                          SUPERSEDED SURVEY CONTROL
 LX4224
 LX4224  NAD 83(1996)-  41 13 28.00603(N)    073 54 44.62090(W) AD(       ) 2
 LX4224  NAD 83(1992)-  41 13 28.00604(N)    073 54 44.62098(W) AD(       ) 2
 LX4224  NAD 83(1986)-  41 13 28.00613(N)    073 54 44.62127(W) AD(       ) 2
 LX4224  NAD 27      -  41 13 27.66460(N)    073 54 46.12495(W) AD(       ) 2
 LX4224  NGVD 29 (07/19/86)   45.     (m)          148.     (f) VERT ANG       
 LX4224
 LX4224.Superseded values are not recommended for survey control.
 LX4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4224.See file dsdata.txt to determine how the superseded data were derived.
 LX4224
 LX4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9115964243(NAD 83)
 LX4224_MARKER: Z = SEE DESCRIPTION
 LX4224_SETTING: 0 = UNSPECIFIED SETTING
 LX4224
 LX4224  HISTORY     - Date     Condition        Report By
 LX4224  HISTORY     - 1965     MONUMENTED       NY-119
 LX4224
 LX4224                          STATION DESCRIPTION
 LX4224
 LX4224'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4224'POSITION DETERMINED BY TRAVERSE FROM STATION SPITZENBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1020 ***********************************************************************
 LX1020  DESIGNATION -  290 1/2
 LX1020  PID         -  LX1020
 LX1020  STATE/COUNTY-  NY/WESTCHESTER
 LX1020  USGS QUAD   -  OSSINING (1979)
 LX1020
 LX1020                         *CURRENT SURVEY CONTROL
 LX1020  ___________________________________________________________________
 LX1020* NAD 83(1986)-  41 07 53.     (N)    073 52 01.     (W)     SCALED    
 LX1020* NAVD 88     -         2.746  (meters)       9.01   (feet)  ADJUSTED  
 LX1020  ___________________________________________________________________
 LX1020  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1020  DYNAMIC HT  -           2.745 (meters)       9.01  (feet)  COMP
 LX1020  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 LX1020
 LX1020  VERT ORDER  -  FIRST     CLASS II
 LX1020
 LX1020.The horizontal coordinates were scaled from a topographic map and have
 LX1020.an estimated accuracy of +/- 6 seconds.
 LX1020
 LX1020.The orthometric height was determined by differential leveling
 LX1020.and adjusted by the National Geodetic Survey in June 1991..
 LX1020
 LX1020.The geoid height was determined by GEOID03.
 LX1020
 LX1020.The dynamic height is computed by dividing the NAVD 88
 LX1020.geopotential number by the normal gravity value computed on the
 LX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1020.degrees latitude (g = 980.6199 gals.).
 LX1020
 LX1020.The modeled gravity was interpolated from observed gravity values.
 LX1020
 LX1020;                    North         East    Units  Estimated Accuracy
 LX1020;SPC NY E     -   255,330.      203,150.      MT  (+/- 180 meters Scaled)
 LX1020
 LX1020                          SUPERSEDED SURVEY CONTROL
 LX1020
 LX1020  NGVD 29 (??/??/92)    3.035  (m)            9.96   (f) ADJ UNCH    1 2
 LX1020
 LX1020.Superseded values are not recommended for survey control.
 LX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1020.See file dsdata.txt to determine how the superseded data were derived.
 LX1020
 LX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL951539(NAD 83)
 LX1020_MARKER: B = BOLT
 LX1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1020_SP_SET: STONE RETAINING WALL
 LX1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1020
 LX1020  HISTORY     - Date     Condition        Report By
 LX1020  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1020  HISTORY     - 1955     GOOD             NGS
 LX1020
 LX1020                          STATION DESCRIPTION
 LX1020
 LX1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1020'1.8 MI S FROM OSSINING.
 LX1020'1.85 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1020'STATION AT OSSINING, ABOUT 140 YARDS NORTH OF MILE POST NY 29,
 LX1020'ACROSS TRACKS FROM A POINT BETWEEN POWER TRANSMISSION TOWERS
 LX1020'NO. 858 AND 859, THE TOP OF AN IRON BOLT IN THE TOP OF THE
 LX1020'LOWER LAYER OF STONE AT THE NORTH END OF A LOW STONE RETAINING
 LX1020'WALL, 7 1/2 FEET EAST OF EAST RAIL, 23 FEET NORTH OF EAST END
 LX1020'OF A 24-INCH PIPE CULVERT UNDER TRACKS, 0.4 FOOT SOUTHEAST
 LX1020'OF NORTHWEST CORNER OF WALL AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 LX1020'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1721 ***********************************************************************
 OF1721  DESIGNATION -  2900
 OF1721  PID         -  OF1721
 OF1721  STATE/COUNTY-  NY/MONROE
 OF1721  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1721
 OF1721                         *CURRENT SURVEY CONTROL
 OF1721  ___________________________________________________________________
 OF1721* NAD 83(1996)-  43 17 51.25927(N)    077 44 56.95319(W)     ADJUSTED  
 OF1721* NAVD 88     -        79.9    (meters)     262.     (feet)  VERTCON   
 OF1721  ___________________________________________________________________
 OF1721  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 OF1721  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1721
 OF1721  HORZ ORDER  -  SECOND
 OF1721
 OF1721.The horizontal coordinates were established by classical geodetic methods
 OF1721.and adjusted by the National Geodetic Survey in January 1999..
 OF1721
 OF1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1721
 OF1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1721
 OF1721.The geoid height was determined by GEOID03.
 OF1721
 OF1721;                    North         East     Units Scale Factor Converg.
 OF1721;SPC NY W     -   366,564.837   417,686.567   MT  0.99999384   +0 34 19.5
 OF1721;SPC NY W     - 1,202,638.14  1,370,360.01   sFT  0.99999384   +0 34 19.5
 OF1721;UTM  18      - 4,797,530.923   277,000.180   MT  1.00021177   -1 53 10.0
 OF1721
 OF1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1721!SPC NY W     -   0.99999309  x   0.99999384  =   0.99998693
 OF1721!UTM  18      -   0.99999309  x   1.00021177  =   1.00020486
 OF1721
 OF1721|---------------------------------------------------------------------|
 OF1721| PID    Reference Object                     Distance      Geod. Az  |
 OF1721|                                                           dddmmss.s |
 OF1721| OF1722 337                                  78.792 METERS 01109     |
 OF1721| OF1718 4 1 27                              APPROX. 0.8 KM 1812150.7 |
 OF1721|---------------------------------------------------------------------|
 OF1721
 OF1721                          SUPERSEDED SURVEY CONTROL
 OF1721
 OF1721  NAD 83(1986)-  43 17 51.26600(N)    077 44 56.95217(W) AD(       ) 2
 OF1721  NAD 27      -  43 17 51.04745(N)    077 44 57.92459(W) AD(       ) 2
 OF1721  NGVD 29 (07/19/86)   80.1    (m)          263.     (f) VERT ANG       
 OF1721
 OF1721.Superseded values are not recommended for survey control.
 OF1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1721.See file dsdata.txt to determine how the superseded data were derived.
 OF1721
 OF1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7700097531(NAD 83)
 OF1721_MARKER: DE = TRAVERSE STATION DISK
 OF1721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1721
 OF1721  HISTORY     - Date     Condition        Report By
 OF1721  HISTORY     - 1974     MONUMENTED       NY-055
 OF1721  HISTORY     - 20020114 GOOD             NGS
 OF1721
 OF1721                          STATION DESCRIPTION
 OF1721
 OF1721'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1721'IN PARMA ON W SIDE OF MANITOU RD, 13.5 FT W OF CL OF MANITOU RD, 3.1
 OF1721'FT W OF EDGE OF PAVEMENT, 10.1 FT N OF CL OF HINCHER RD PRODUCED, 47.4
 OF1721'FT NE OF UTILITY POLE RGE 30-B, AND 6.5 FT E OF MONROE COUNTY WITNESS
 OF1721'POST.  STATION IS A STANDARD MCGS DISK STAMPED---2900---IN CONCRETE
 OF1721'POST 1.1 FT BELOW GRADE.
 OF1721
 OF1721                          STATION RECOVERY (2002)
 OF1721
 OF1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2577 ***********************************************************************
 OF2577  DESIGNATION -  2901
 OF2577  PID         -  OF2577
 OF2577  STATE/COUNTY-  NY/MONROE
 OF2577  USGS QUAD   -  HILTON (1976)
 OF2577
 OF2577                         *CURRENT SURVEY CONTROL
 OF2577  ___________________________________________________________________
 OF2577* NAD 83(1996)-  43 15 32.53065(N)    077 45 03.35465(W)     ADJUSTED  
 OF2577* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 OF2577  ___________________________________________________________________
 OF2577  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OF2577  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2577
 OF2577  HORZ ORDER  -  SECOND
 OF2577
 OF2577.The horizontal coordinates were established by classical geodetic methods
 OF2577.and adjusted by the National Geodetic Survey in January 1999..
 OF2577
 OF2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2577
 OF2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2577
 OF2577.The geoid height was determined by GEOID03.
 OF2577
 OF2577;                    North         East     Units Scale Factor Converg.
 OF2577;SPC NY W     -   362,282.389   417,584.923   MT  0.99999367   +0 34 13.7
 OF2577;SPC NY W     - 1,188,588.14  1,370,026.53   sFT  0.99999367   +0 34 13.7
 OF2577;UTM  18      - 4,793,255.836   276,714.956   MT  1.00021334   -1 53 09.5
 OF2577
 OF2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2577!SPC NY W     -   0.99999103  x   0.99999367  =   0.99998470
 OF2577!UTM  18      -   0.99999103  x   1.00021334  =   1.00020437
 OF2577
 OF2577:                Primary Azimuth Mark                     Grid Az
 OF2577:SPC NY W     -  744                                      179 24 57.5
 OF2577:UTM  18      -  744                                      181 52 20.7
 OF2577
 OF2577|---------------------------------------------------------------------|
 OF2577| PID    Reference Object                     Distance      Geod. Az  |
 OF2577|                                                           dddmmss.s |
 OF2577| OF1112 744                                 APPROX. 0.6 KM 1795911.2 |
 OF2577| OF1111 TT 35 K                             APPROX. 0.6 KM 1801659.1 |
 OF2577|---------------------------------------------------------------------|
 OF2577
 OF2577                          SUPERSEDED SURVEY CONTROL
 OF2577
 OF2577  NAD 83(1986)-  43 15 32.53748(N)    077 45 03.35346(W) AD(       ) 2
 OF2577  NAD 27      -  43 15 32.31796(N)    077 45 04.32764(W) AD(       ) 2
 OF2577  NGVD 29 (07/19/86)   93.1    (m)          305.     (f) VERT ANG       
 OF2577
 OF2577.Superseded values are not recommended for survey control.
 OF2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2577.See file dsdata.txt to determine how the superseded data were derived.
 OF2577
 OF2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7671593256(NAD 83)
 OF2577_MARKER: DE = TRAVERSE STATION DISK
 OF2577_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2577
 OF2577  HISTORY     - Date     Condition        Report By
 OF2577  HISTORY     - 1974     MONUMENTED       NY-055
 OF2577
 OF2577                          STATION DESCRIPTION
 OF2577
 OF2577'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2577'IN PARMA ON SW CORNER OF INTERSECTION OF PARMA CENTER RD AND MANITOU
 OF2577'RD, 16.9 FT S OF CL OF PARMA CENTER RD, 18.0 FT W OF CL OF MANITOU RD,
 OF2577'60.8 FT NE OF HYDRANT, 46.8 FT SW OF UTILITY POLE RGE 229A.  STATION
 OF2577'IS A STANDARD MCGS DISK STAMPED---2901---IN CONCRETE POST COVERED 0.8
 OF2577'FT AND IN CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2579 ***********************************************************************
 OF2579  DESIGNATION -  2902
 OF2579  PID         -  OF2579
 OF2579  STATE/COUNTY-  NY/MONROE
 OF2579  USGS QUAD   -  HILTON (1976)
 OF2579
 OF2579                         *CURRENT SURVEY CONTROL
 OF2579  ___________________________________________________________________
 OF2579* NAD 83(1996)-  43 16 34.34590(N)    077 45 00.86625(W)     ADJUSTED  
 OF2579* NAVD 88     -        86.5    (meters)     284.     (feet)  VERTCON   
 OF2579  ___________________________________________________________________
 OF2579  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 OF2579  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2579
 OF2579  HORZ ORDER  -  SECOND
 OF2579
 OF2579.The horizontal coordinates were established by classical geodetic methods
 OF2579.and adjusted by the National Geodetic Survey in January 1999..
 OF2579
 OF2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2579
 OF2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2579
 OF2579.The geoid height was determined by GEOID03.
 OF2579
 OF2579;                    North         East     Units Scale Factor Converg.
 OF2579;SPC NY W     -   364,190.493   417,622.033   MT  0.99999373   +0 34 16.0
 OF2579;SPC NY W     - 1,194,848.31  1,370,148.29   sFT  0.99999373   +0 34 16.0
 OF2579;UTM  18      - 4,795,161.014   276,833.853   MT  1.00021268   -1 53 10.0
 OF2579
 OF2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2579!SPC NY W     -   0.99999204  x   0.99999373  =   0.99998577
 OF2579!UTM  18      -   0.99999204  x   1.00021268  =   1.00020472
 OF2579
 OF2579|---------------------------------------------------------------------|
 OF2579| PID    Reference Object                     Distance      Geod. Az  |
 OF2579|                                                           dddmmss.s |
 OF2579| OF0999 A 150                               281.091 METERS 00532     |
 OF2579| OF2578 4 1 26                              APPROX. 0.8 KM 1814724.0 |
 OF2579|---------------------------------------------------------------------|
 OF2579
 OF2579                          SUPERSEDED SURVEY CONTROL
 OF2579
 OF2579  NAD 83(1986)-  43 16 34.35268(N)    077 45 00.86513(W) AD(       ) 2
 OF2579  NAD 27      -  43 16 34.13373(N)    077 45 01.83855(W) AD(       ) 2
 OF2579  NGVD 29 (07/19/86)   86.7    (m)          284.     (f) VERT ANG       
 OF2579
 OF2579.Superseded values are not recommended for survey control.
 OF2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2579.See file dsdata.txt to determine how the superseded data were derived.
 OF2579
 OF2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7683495161(NAD 83)
 OF2579_MARKER: DE = TRAVERSE STATION DISK
 OF2579_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2579
 OF2579  HISTORY     - Date     Condition        Report By
 OF2579  HISTORY     - 1974     MONUMENTED       NY-055
 OF2579
 OF2579                          STATION DESCRIPTION
 OF2579
 OF2579'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2579'IN PARMA ON W SIDE OF MANITOU RD, 0.2 MI N OF BURRITT RD, 0.9 MI S OF
 OF2579'FRISBEE RD, 25.9 FT W OF CL MANITOU RD, 15.5 FT W OF EDGE OF PAVEMENT
 OF2579'18.9 FT E OF UTILITY POLE OTC 32, AND 2.3 FT E OF MONROE COUNTY
 OF2579'WITNESS POST.  STATION IS A STANDARD MCGS DISK STAMPED---2902---IN
 OF2579'CONCRETE POST 0.9 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2592 ***********************************************************************
 OF2592  DESIGNATION -  2903
 OF2592  PID         -  OF2592
 OF2592  STATE/COUNTY-  NY/MONROE
 OF2592  USGS QUAD   -  HILTON (1976)
 OF2592
 OF2592                         *CURRENT SURVEY CONTROL
 OF2592  ___________________________________________________________________
 OF2592* NAD 83(1996)-  43 17 18.16771(N)    077 45 47.90485(W)     ADJUSTED  
 OF2592* NAVD 88     -        81.8    (meters)     268.     (feet)  VERTCON   
 OF2592  ___________________________________________________________________
 OF2592  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 OF2592  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF2592
 OF2592  HORZ ORDER  -  SECOND
 OF2592
 OF2592.The horizontal coordinates were established by classical geodetic methods
 OF2592.and adjusted by the National Geodetic Survey in January 1999..
 OF2592
 OF2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2592
 OF2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2592
 OF2592.The geoid height was determined by GEOID03.
 OF2592
 OF2592;                    North         East     Units Scale Factor Converg.
 OF2592;SPC NY W     -   365,532.296   416,548.170   MT  0.99999196   +0 33 44.2
 OF2592;SPC NY W     - 1,199,250.54  1,366,625.12   sFT  0.99999196   +0 33 44.2
 OF2592;UTM  18      - 4,796,547.937   275,818.286   MT  1.00021827   -1 53 43.8
 OF2592
 OF2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2592!SPC NY W     -   0.99999278  x   0.99999196  =   0.99998474
 OF2592!UTM  18      -   0.99999278  x   1.00021827  =   1.00021105
 OF2592
 OF2592:                Primary Azimuth Mark                     Grid Az
 OF2592:SPC NY W     -  2904                                     268 33 34.4
 OF2592:UTM  18      -  2904                                     271 01 02.4
 OF2592
 OF2592|---------------------------------------------------------------------|
 OF2592| PID    Reference Object                     Distance      Geod. Az  |
 OF2592|                                                           dddmmss.s |
 OF2592| OF2590 2904                                APPROX. 0.5 KM 2690718.6 |
 OF2592|---------------------------------------------------------------------|
 OF2592
 OF2592                          SUPERSEDED SURVEY CONTROL
 OF2592
 OF2592  NAD 83(1986)-  43 17 18.17446(N)    077 45 47.90377(W) AD(       ) 2
 OF2592  NAD 27      -  43 17 17.95625(N)    077 45 48.87451(W) AD(       ) 2
 OF2592  NGVD 29 (07/19/86)   82.0    (m)          269.     (f) VERT ANG       
 OF2592
 OF2592.Superseded values are not recommended for survey control.
 OF2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2592.See file dsdata.txt to determine how the superseded data were derived.
 OF2592
 OF2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7581896548(NAD 83)
 OF2592_MARKER: DE = TRAVERSE STATION DISK
 OF2592_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2592
 OF2592  HISTORY     - Date     Condition        Report By
 OF2592  HISTORY     - 1974     MONUMENTED       NY-055
 OF2592
 OF2592                          STATION DESCRIPTION
 OF2592
 OF2592'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2592'IN PARMA ON N SIDE OF WILDER RD, 0.72 MI W OF MANITOU RD, 15.6 FT N OF
 OF2592'CL OF WILDER RD, 5.4 FT N OF EDGE OF PAVEMENT, 5.7 FT NW OF UTILITY
 OF2592'POLE OTC 23, AND 2.5 FT S OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2592'STANDARD MCGS DISK STAMPED---2903---IN CONCRETE POST 0.8 FT BELOW
 OF2592'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2590 ***********************************************************************
 OF2590  DESIGNATION -  2904
 OF2590  PID         -  OF2590
 OF2590  STATE/COUNTY-  NY/MONROE
 OF2590  USGS QUAD   -  HILTON (1976)
 OF2590
 OF2590                         *CURRENT SURVEY CONTROL
 OF2590  ___________________________________________________________________
 OF2590* NAD 83(1996)-  43 17 17.90335(N)    077 46 11.45355(W)     ADJUSTED  
 OF2590* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 OF2590  ___________________________________________________________________
 OF2590  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 OF2590  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2590
 OF2590  HORZ ORDER  -  SECOND
 OF2590
 OF2590.The horizontal coordinates were established by classical geodetic methods
 OF2590.and adjusted by the National Geodetic Survey in January 1999..
 OF2590
 OF2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2590
 OF2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2590
 OF2590.The geoid height was determined by GEOID03.
 OF2590
 OF2590;                    North         East     Units Scale Factor Converg.
 OF2590;SPC NY W     -   365,518.949   416,017.397   MT  0.99999109   +0 33 28.1
 OF2590;SPC NY W     - 1,199,206.75  1,364,883.74   sFT  0.99999109   +0 33 28.1
 OF2590;UTM  18      - 4,796,557.366   275,287.307   MT  1.00022120   -1 53 60.0
 OF2590
 OF2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2590!SPC NY W     -   0.99999248  x   0.99999109  =   0.99998357
 OF2590!UTM  18      -   0.99999248  x   1.00022120  =   1.00021368
 OF2590
 OF2590:                Primary Azimuth Mark                     Grid Az
 OF2590:SPC NY W     -  2903                                     088 33 34.3
 OF2590:UTM  18      -  2903                                     091 01 02.4
 OF2590
 OF2590|---------------------------------------------------------------------|
 OF2590| PID    Reference Object                     Distance      Geod. Az  |
 OF2590|                                                           dddmmss.s |
 OF2590| OF2592 2903                                APPROX. 0.5 KM 0890702.4 |
 OF2590| OF2593 2905                                216.588 METERS 30900     |
 OF2590|---------------------------------------------------------------------|
 OF2590
 OF2590                          SUPERSEDED SURVEY CONTROL
 OF2590
 OF2590  NAD 83(1986)-  43 17 17.91011(N)    077 46 11.45245(W) AD(       ) 2
 OF2590  NAD 27      -  43 17 17.69208(N)    077 46 12.42207(W) AD(       ) 2
 OF2590  NGVD 29 (07/19/86)   83.9    (m)          275.     (f) VERT ANG       
 OF2590
 OF2590.Superseded values are not recommended for survey control.
 OF2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2590.See file dsdata.txt to determine how the superseded data were derived.
 OF2590
 OF2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7528796557(NAD 83)
 OF2590_MARKER: DE = TRAVERSE STATION DISK
 OF2590_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2590
 OF2590  HISTORY     - Date     Condition        Report By
 OF2590  HISTORY     - 1974     MONUMENTED       NY-055
 OF2590
 OF2590                          STATION DESCRIPTION
 OF2590
 OF2590'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2590'IN PARMA ON S SIDE OF WILDER RD, 0.5 MI N OF BENNETT RD, 1.1 MI S OF
 OF2590'MANITOU RD, 71.0 FT SW OF CL OF WILDER RD, 46.3 FT SW OF UTILITY POLE
 OF2590'RGE 26, AND 29.0 FT E OF UTILITY POLE OTC 13.  STATION IS A STANDARD
 OF2590'MCGS DISK STAMPED---2904---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2593 ***********************************************************************
 OF2593  DESIGNATION -  2905
 OF2593  PID         -  OF2593
 OF2593  STATE/COUNTY-  NY/MONROE
 OF2593  USGS QUAD   -  HILTON (1976)
 OF2593
 OF2593                         *CURRENT SURVEY CONTROL
 OF2593  ___________________________________________________________________
 OF2593* NAD 83(1996)-  43 17 22.32059(N)    077 46 18.91932(W)     ADJUSTED  
 OF2593* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 OF2593  ___________________________________________________________________
 OF2593  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 OF2593  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2593
 OF2593  HORZ ORDER  -  SECOND
 OF2593
 OF2593.The horizontal coordinates were established by classical geodetic methods
 OF2593.and adjusted by the National Geodetic Survey in January 1999..
 OF2593
 OF2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2593
 OF2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2593
 OF2593.The geoid height was determined by GEOID03.
 OF2593
 OF2593;                    North         East     Units Scale Factor Converg.
 OF2593;SPC NY W     -   365,653.624   415,847.773   MT  0.99999082   +0 33 23.0
 OF2593;SPC NY W     - 1,199,648.60  1,364,327.24   sFT  0.99999082   +0 33 23.0
 OF2593;UTM  18      - 4,796,699.224   275,123.577   MT  1.00022211   -1 54 05.3
 OF2593
 OF2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2593!SPC NY W     -   0.99999201  x   0.99999082  =   0.99998283
 OF2593!UTM  18      -   0.99999201  x   1.00022211  =   1.00021412
 OF2593
 OF2593|---------------------------------------------------------------------|
 OF2593| PID    Reference Object                     Distance      Geod. Az  |
 OF2593|                                                           dddmmss.s |
 OF2593| OF2590 2904                                216.588 METERS 12900     |
 OF2593| OF2597 2906                                382.956 METERS 31900     |
 OF2593|---------------------------------------------------------------------|
 OF2593
 OF2593                          SUPERSEDED SURVEY CONTROL
 OF2593
 OF2593  NAD 83(1986)-  43 17 22.32739(N)    077 46 18.91823(W) AD(       ) 2
 OF2593  NAD 27      -  43 17 22.10947(N)    077 46 19.88759(W) AD(       ) 2
 OF2593  NGVD 29 (07/19/86)   86.9    (m)          285.     (f) VERT ANG       
 OF2593
 OF2593.Superseded values are not recommended for survey control.
 OF2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2593.See file dsdata.txt to determine how the superseded data were derived.
 OF2593
 OF2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7512496699(NAD 83)
 OF2593_MARKER: DE = TRAVERSE STATION DISK
 OF2593_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2593
 OF2593  HISTORY     - Date     Condition        Report By
 OF2593  HISTORY     - 1974     MONUMENTED       NY-055
 OF2593
 OF2593                          STATION DESCRIPTION
 OF2593
 OF2593'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2593'IN PARMA ON SW SIDE OF WILDER RD, 1.2 MI W OF MANITOU RD, 0.36 MI E OF
 OF2593'BENNETT RD, 15.7 FT SW OF CL OF WILDER RD, 5.2 FT SW OF EDGE OF
 OF2593'PAVEMENT, 50.5 FT SE OF UTILITY POLE OTC 9, AND 12.8 FT NE OF MONROE
 OF2593'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2593'STAMPED---2905---IN CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2597 ***********************************************************************
 OF2597  DESIGNATION -  2906
 OF2597  PID         -  OF2597
 OF2597  STATE/COUNTY-  NY/MONROE
 OF2597  USGS QUAD   -  HILTON (1976)
 OF2597
 OF2597                         *CURRENT SURVEY CONTROL
 OF2597  ___________________________________________________________________
 OF2597* NAD 83(1996)-  43 17 31.68473(N)    077 46 30.06614(W)     ADJUSTED  
 OF2597* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 OF2597  ___________________________________________________________________
 OF2597  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OF2597  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2597
 OF2597  HORZ ORDER  -  SECOND
 OF2597
 OF2597.The horizontal coordinates were established by classical geodetic methods
 OF2597.and adjusted by the National Geodetic Survey in January 1999..
 OF2597
 OF2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2597
 OF2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2597
 OF2597.The geoid height was determined by GEOID03.
 OF2597
 OF2597;                    North         East     Units Scale Factor Converg.
 OF2597;SPC NY W     -   365,940.156   415,593.702   MT  0.99999041   +0 33 15.5
 OF2597;SPC NY W     - 1,200,588.66  1,363,493.67   sFT  0.99999041   +0 33 15.5
 OF2597;UTM  18      - 4,796,996.457   274,881.972   MT  1.00022344   -1 54 13.2
 OF2597
 OF2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2597!SPC NY W     -   0.99999333  x   0.99999041  =   0.99998374
 OF2597!UTM  18      -   0.99999333  x   1.00022344  =   1.00021677
 OF2597
 OF2597|---------------------------------------------------------------------|
 OF2597| PID    Reference Object                     Distance      Geod. Az  |
 OF2597|                                                           dddmmss.s |
 OF2597| OF2593 2905                                382.956 METERS 13859     |
 OF2597| OF2599 2907                                182.439 METERS 29222     |
 OF2597|---------------------------------------------------------------------|
 OF2597
 OF2597                          SUPERSEDED SURVEY CONTROL
 OF2597
 OF2597  NAD 83(1986)-  43 17 31.69156(N)    077 46 30.06504(W) AD(       ) 2
 OF2597  NAD 27      -  43 17 31.47385(N)    077 46 31.03395(W) AD(       ) 2
 OF2597  NGVD 29 (07/19/86)   78.5    (m)          258.     (f) VERT ANG       
 OF2597
 OF2597.Superseded values are not recommended for survey control.
 OF2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2597.See file dsdata.txt to determine how the superseded data were derived.
 OF2597
 OF2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7488296996(NAD 83)
 OF2597_MARKER: DE = TRAVERSE STATION DISK
 OF2597_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2597
 OF2597  HISTORY     - Date     Condition        Report By
 OF2597  HISTORY     - 1974     MONUMENTED       NY-055
 OF2597
 OF2597                          STATION DESCRIPTION
 OF2597
 OF2597'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2597'IN PARMA ON NE SIDE OF WILDER RD, 0.1 MI E OF BENNETT RD, 18.0 FT NE
 OF2597'OF CL OF WILDER RD, 2.2 FT NE OF EDGE OF PAVEMENT, 55.8 FT N OF
 OF2597'UTILITY POLE RGE 41, 4.6 FT SW OF MONROE COUNTY WITNESS POST.  STATION
 OF2597'IS A STANDARD MCGS DISK STAMPED---2906---IN CONCRETE POST 0.8 FT BELOW
 OF2597'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2599 ***********************************************************************
 OF2599  DESIGNATION -  2907
 OF2599  PID         -  OF2599
 OF2599  STATE/COUNTY-  NY/MONROE
 OF2599  USGS QUAD   -  HILTON (1976)
 OF2599
 OF2599                         *CURRENT SURVEY CONTROL
 OF2599  ___________________________________________________________________
 OF2599* NAD 83(1996)-  43 17 33.93416(N)    077 46 37.55046(W)     ADJUSTED  
 OF2599* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 OF2599  ___________________________________________________________________
 OF2599  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OF2599  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2599
 OF2599  HORZ ORDER  -  SECOND
 OF2599
 OF2599.The horizontal coordinates were established by classical geodetic methods
 OF2599.and adjusted by the National Geodetic Survey in January 1999..
 OF2599
 OF2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2599
 OF2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2599
 OF2599.The geoid height was determined by GEOID03.
 OF2599
 OF2599;                    North         East     Units Scale Factor Converg.
 OF2599;SPC NY W     -   366,007.941   415,424.325   MT  0.99999013   +0 33 10.4
 OF2599;SPC NY W     - 1,200,811.05  1,362,937.97   sFT  0.99999013   +0 33 10.4
 OF2599;UTM  18      - 4,797,071.461   274,715.619   MT  1.00022437   -1 54 18.5
 OF2599
 OF2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2599!SPC NY W     -   0.99999305  x   0.99999013  =   0.99998318
 OF2599!UTM  18      -   0.99999305  x   1.00022437  =   1.00021742
 OF2599
 OF2599                          SUPERSEDED SURVEY CONTROL
 OF2599
 OF2599  NAD 83(1986)-  43 17 33.94101(N)    077 46 37.54938(W) AD(       ) 2
 OF2599  NAD 27      -  43 17 33.72334(N)    077 46 38.51792(W) AD(       ) 2
 OF2599  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 OF2599
 OF2599.Superseded values are not recommended for survey control.
 OF2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2599.See file dsdata.txt to determine how the superseded data were derived.
 OF2599
 OF2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7471697071(NAD 83)
 OF2599_MARKER: DE = TRAVERSE STATION DISK
 OF2599_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2599
 OF2599  HISTORY     - Date     Condition        Report By
 OF2599  HISTORY     - 1974     MONUMENTED       NY-055
 OF2599
 OF2599                          STATION DESCRIPTION
 OF2599
 OF2599'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2599'IN PARMA ON N SIDE OF FORK WHERE WILDER RD INTERSECTS EAST AVE TO THE
 OF2599'WEST, AND BENNETT RD TO THE EAST, 41.2 FT NE OF CL OF EAST AVE, 26.3
 OF2599'FT NW OF CL OF BENNETT RD, 62.4 FT NE OF UTILITY POLE RGE 32 OTC 3 39,
 OF2599'AND 9.0 FT SE OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2599'MCGS DISK STAMPED---2907---IN CONCRETE POST 1.3 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2598 ***********************************************************************
 OF2598  DESIGNATION -  2908
 OF2598  PID         -  OF2598
 OF2598  STATE/COUNTY-  NY/MONROE
 OF2598  USGS QUAD   -  HILTON (1976)
 OF2598
 OF2598                         *CURRENT SURVEY CONTROL
 OF2598  ___________________________________________________________________
 OF2598* NAD 83(1996)-  43 17 32.81685(N)    077 46 45.37593(W)     ADJUSTED  
 OF2598* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 OF2598  ___________________________________________________________________
 OF2598  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OF2598  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2598
 OF2598  HORZ ORDER  -  SECOND
 OF2598
 OF2598.The horizontal coordinates were established by classical geodetic methods
 OF2598.and adjusted by the National Geodetic Survey in January 1999..
 OF2598
 OF2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2598
 OF2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2598
 OF2598.The geoid height was determined by GEOID03.
 OF2598
 OF2598;                    North         East     Units Scale Factor Converg.
 OF2598;SPC NY W     -   365,971.762   415,248.262   MT  0.99998985   +0 33 05.0
 OF2598;SPC NY W     - 1,200,692.36  1,362,360.34   sFT  0.99998985   +0 33 05.0
 OF2598;UTM  18      - 4,797,042.860   274,538.125   MT  1.00022535   -1 54 23.8
 OF2598
 OF2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2598!SPC NY W     -   0.99999262  x   0.99998985  =   0.99998247
 OF2598!UTM  18      -   0.99999262  x   1.00022535  =   1.00021797
 OF2598
 OF2598|---------------------------------------------------------------------|
 OF2598| PID    Reference Object                     Distance      Geod. Az  |
 OF2598|                                                           dddmmss.s |
 OF2598| OF2599 2907                                179.744 METERS 07856     |
 OF2598| OF2596 439 2                               461.742 METERS 2431600.9 |
 OF2598| OF2634 HILTON AZ MK ECC                    482.293 METERS 2433948.2 |
 OF2598|---------------------------------------------------------------------|
 OF2598
 OF2598                          SUPERSEDED SURVEY CONTROL
 OF2598
 OF2598  NAD 83(1986)-  43 17 32.82369(N)    077 46 45.37493(W) AD(       ) 2
 OF2598  NAD 27      -  43 17 32.60606(N)    077 46 46.34318(W) AD(       ) 2
 OF2598  NGVD 29 (07/19/86)   83.0    (m)          272.     (f) VERT ANG       
 OF2598
 OF2598.Superseded values are not recommended for survey control.
 OF2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2598.See file dsdata.txt to determine how the superseded data were derived.
 OF2598
 OF2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7453897043(NAD 83)
 OF2598_MARKER: DE = TRAVERSE STATION DISK
 OF2598_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2598
 OF2598  HISTORY     - Date     Condition        Report By
 OF2598  HISTORY     - 1974     MONUMENTED       NY-055
 OF2598
 OF2598                          STATION DESCRIPTION
 OF2598
 OF2598'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2598'IN PARMA ON N SIDE OF EAST AVE, 0.4 MI W OF BENNETT RD, 19.4 FT N OF
 OF2598'CL OF EAST AVE, 104.3 FT NW OF UTILITY POLE RGE 29 OTC 36, AND 5.7 FT
 OF2598'S OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2598'STAMPED---2908---IN CONCRETE POST 0.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2589 ***********************************************************************
 OF2589  DESIGNATION -  2909
 OF2589  PID         -  OF2589
 OF2589  STATE/COUNTY-  NY/MONROE
 OF2589  USGS QUAD   -  HILTON (1976)
 OF2589
 OF2589                         *CURRENT SURVEY CONTROL
 OF2589  ___________________________________________________________________
 OF2589* NAD 83(1996)-  43 17 17.51283(N)    077 47 29.40651(W)     ADJUSTED  
 OF2589* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 OF2589  ___________________________________________________________________
 OF2589  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OF2589  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2589
 OF2589  HORZ ORDER  -  SECOND
 OF2589
 OF2589.The horizontal coordinates were established by classical geodetic methods
 OF2589.and adjusted by the National Geodetic Survey in January 1999..
 OF2589
 OF2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2589
 OF2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2589
 OF2589.The geoid height was determined by GEOID03.
 OF2589
 OF2589;                    North         East     Units Scale Factor Converg.
 OF2589;SPC NY W     -   365,490.017   414,260.232   MT  0.99998828   +0 32 34.6
 OF2589;SPC NY W     - 1,199,111.83  1,359,118.78   sFT  0.99998828   +0 32 34.6
 OF2589;UTM  18      - 4,796,603.825   273,530.103   MT  1.00023096   -1 54 53.5
 OF2589
 OF2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2589!SPC NY W     -   0.99999213  x   0.99998828  =   0.99998041
 OF2589!UTM  18      -   0.99999213  x   1.00023096  =   1.00022309
 OF2589
 OF2589:                Primary Azimuth Mark                     Grid Az
 OF2589:SPC NY W     -  HILTON AZ MK                             064 49 09.6
 OF2589:UTM  18      -  HILTON AZ MK                             067 16 37.7
 OF2589
 OF2589|---------------------------------------------------------------------|
 OF2589| PID    Reference Object                     Distance      Geod. Az  |
 OF2589|                                                           dddmmss.s |
 OF2589| OF2633 HILTON AZ MK                        APPROX. 0.6 KM 0652144.2 |
 OF2589| OF2581 2910                                270.977 METERS 18120     |
 OF2589|---------------------------------------------------------------------|
 OF2589
 OF2589                          SUPERSEDED SURVEY CONTROL
 OF2589
 OF2589  NAD 83(1986)-  43 17 17.51965(N)    077 47 29.40533(W) AD(       ) 2
 OF2589  NAD 27      -  43 17 17.30235(N)    077 47 30.37216(W) AD(       ) 2
 OF2589  NGVD 29 (07/19/86)   86.1    (m)          282.     (f) VERT ANG       
 OF2589
 OF2589.Superseded values are not recommended for survey control.
 OF2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2589.See file dsdata.txt to determine how the superseded data were derived.
 OF2589
 OF2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7353096604(NAD 83)
 OF2589_MARKER: DE = TRAVERSE STATION DISK
 OF2589_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OF2589+WITH SETTING: PAVEMENT
 OF2589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2589+STABILITY: SURFACE MOTION
 OF2589
 OF2589  HISTORY     - Date     Condition        Report By
 OF2589  HISTORY     - 1974     MONUMENTED       NY-055
 OF2589
 OF2589                          STATION DESCRIPTION
 OF2589
 OF2589'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2589'IN PARMA ON N SIDE OF EAST AVE, IN TOWN OF HILTON, CORNER OF WEST AVE
 OF2589'AND SOUTH AVE, 20.8 FT N OF CL OF EAST AVE, 22.8 FT E OF CL OF SOUTH
 OF2589'AVE PRODUCED, 3.5 FT N OF S EDGE OF CURBLINE, AND 2.6 FT NW OF MANHOLE
 OF2589'STATION IS A STANDARD MCGS DISK STAMPED---2909---IN CONCRETE POST
 OF2589'COVERED 0.4 FT AND IN RCS FRAME AND COVER WHICH IS AT SIDEWALK GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0001 ***********************************************************************
 NC0001  DESIGNATION -  29.10
 NC0001  PID         -  NC0001
 NC0001  STATE/COUNTY-  NY/WYOMING
 NC0001  USGS QUAD   -  STAFFORD (1978)
 NC0001
 NC0001                         *CURRENT SURVEY CONTROL
 NC0001  ___________________________________________________________________
 NC0001* NAD 83(1986)-  42 54 34.     (N)    078 01 14.     (W)     SCALED    
 NC0001* NAVD 88     -       279.75   (+/-2cm)     917.8    (feet)  VERTCON   
 NC0001  ___________________________________________________________________
 NC0001  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NC0001
 NC0001  VERT ORDER  -  THIRD (See Below)
 NC0001
 NC0001.The horizontal coordinates were scaled from a topographic map and have
 NC0001.an estimated accuracy of +/- 6 seconds.
 NC0001
 NC0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0001.The vertical order pertains to the NGVD 29 superseded value.
 NC0001
 NC0001.The geoid height was determined by GEOID03.
 NC0001
 NC0001;                    North         East    Units  Estimated Accuracy
 NC0001;SPC NY W     -   323,260.      395,950.      MT  (+/- 180 meters Scaled)
 NC0001
 NC0001                          SUPERSEDED SURVEY CONTROL
 NC0001
 NC0001  NGVD 29 (??/??/??)  279.91   (m)          918.3    (f) RESET       3  
 NC0001
 NC0001.Superseded values are not recommended for survey control.
 NC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0001.See file dsdata.txt to determine how the superseded data were derived.
 NC0001
 NC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH432550(NAD 83)
 NC0001_MARKER: Z = SEE DESCRIPTION
 NC0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0001_SP_SET: CULVERT
 NC0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0001
 NC0001  HISTORY     - Date     Condition        Report By
 NC0001  HISTORY     - UNK      MONUMENTED       BORR
 NC0001  HISTORY     - 1929     GOOD             NGS
 NC0001
 NC0001                          STATION DESCRIPTION
 NC0001
 NC0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0001'IN PAVILION CENTER.
 NC0001'ON CULVERT 29.10 ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0001'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1032 ***********************************************************************
 PH1032  DESIGNATION -  2910
 PH1032  PID         -  PH1032
 PH1032  STATE/COUNTY-  NY/ST LAWRENCE
 PH1032  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1032
 PH1032                         *CURRENT SURVEY CONTROL
 PH1032  ___________________________________________________________________
 PH1032* NAD 83(1986)-  44 50 04.     (N)    075 18 33.     (W)     SCALED    
 PH1032* NAVD 88     -        76.014  (meters)     249.39   (feet)  ADJUSTED  
 PH1032  ___________________________________________________________________
 PH1032  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 PH1032  DYNAMIC HT  -          76.011 (meters)     249.38  (feet)  COMP
 PH1032  MODELED GRAV-     980,573.8   (mgal)                       NAVD 88
 PH1032
 PH1032  VERT ORDER  -  FIRST     CLASS 0
 PH1032
 PH1032.The horizontal coordinates were scaled from a topographic map and have
 PH1032.an estimated accuracy of +/- 6 seconds.
 PH1032
 PH1032.The orthometric height was determined by differential leveling
 PH1032.and adjusted by the National Geodetic Survey in June 1991..
 PH1032
 PH1032.The geoid height was determined by GEOID03.
 PH1032
 PH1032.The dynamic height is computed by dividing the NAVD 88
 PH1032.geopotential number by the normal gravity value computed on the
 PH1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1032.degrees latitude (g = 980.6199 gals.).
 PH1032
 PH1032.The modeled gravity was interpolated from observed gravity values.
 PH1032
 PH1032;                    North         East    Units  Estimated Accuracy
 PH1032;SPC NY E     -   666,800.       86,020.      MT  (+/- 180 meters Scaled)
 PH1032
 PH1032                          SUPERSEDED SURVEY CONTROL
 PH1032
 PH1032  NGVD 29 (??/??/92)   76.124  (m)          249.75   (f) ADJ UNCH    1 0
 PH1032
 PH1032.Superseded values are not recommended for survey control.
 PH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1032.See file dsdata.txt to determine how the superseded data were derived.
 PH1032
 PH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ755646(NAD 83)
 PH1032_MARKER: Z = SEE DESCRIPTION
 PH1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1032_SP_SET: WALL
 PH1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1032
 PH1032  HISTORY     - Date     Condition        Report By
 PH1032  HISTORY     - UNK      MONUMENTED       USLS
 PH1032  HISTORY     - 1969     GOOD             USLS
 PH1032  HISTORY     - 1989     GOOD             USPSQD
 PH1032
 PH1032                          STATION DESCRIPTION
 PH1032
 PH1032'DESCRIBED BY US LAKE SURVEY 1969
 PH1032'IN IROQUOIS DAM.
 PH1032'NORTHEAST CORNER OF APPROACH WALL TO LOCK ON EAST SIDE OF CANAL, 88
 PH1032'FEET WEST OF IROQUOIS LOCK GAUGE HOUSE, 10 INCHES NORTHWEST OF THIRD
 PH1032'BOLLARD FROM EAST END OF APPROACH WALL.  TABLET IN RECTANGULAR
 PH1032'FOUNDATION OF BOLLARD, 6 FEET FROM THE DOWNSTREAM EDGE OF WALL.  NO.
 PH1032'2910.
 PH1032
 PH1032                          STATION RECOVERY (1989)
 PH1032
 PH1032'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2581 ***********************************************************************
 OF2581  DESIGNATION -  2910
 OF2581  PID         -  OF2581
 OF2581  STATE/COUNTY-  NY/MONROE
 OF2581  USGS QUAD   -  HILTON (1976)
 OF2581
 OF2581                         *CURRENT SURVEY CONTROL
 OF2581  ___________________________________________________________________
 OF2581* NAD 83(1996)-  43 17 08.73456(N)    077 47 29.68770(W)     ADJUSTED  
 OF2581* NAVD 88     -        80.3    (meters)     263.     (feet)  VERTCON   
 OF2581  ___________________________________________________________________
 OF2581  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF2581  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2581
 OF2581  HORZ ORDER  -  SECOND
 OF2581
 OF2581.The horizontal coordinates were established by classical geodetic methods
 OF2581.and adjusted by the National Geodetic Survey in January 1999..
 OF2581
 OF2581.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2581
 OF2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2581
 OF2581.The geoid height was determined by GEOID03.
 OF2581
 OF2581;                    North         East     Units Scale Factor Converg.
 OF2581;SPC NY W     -   365,219.069   414,256.460   MT  0.99998827   +0 32 34.3
 OF2581;SPC NY W     - 1,198,222.90  1,359,106.40   sFT  0.99998827   +0 32 34.3
 OF2581;UTM  18      - 4,796,333.223   273,514.712   MT  1.00023104   -1 54 53.4
 OF2581
 OF2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2581!SPC NY W     -   0.99999301  x   0.99998827  =   0.99998128
 OF2581!UTM  18      -   0.99999301  x   1.00023104  =   1.00022405
 OF2581
 OF2581|---------------------------------------------------------------------|
 OF2581| PID    Reference Object                     Distance      Geod. Az  |
 OF2581|                                                           dddmmss.s |
 OF2581| OF2589 2909                                270.977 METERS 00120     |
 OF2581| OF2580 2911                                367.068 METERS 17620     |
 OF2581|---------------------------------------------------------------------|
 OF2581
 OF2581                          SUPERSEDED SURVEY CONTROL
 OF2581
 OF2581  NAD 83(1986)-  43 17 08.74128(N)    077 47 29.68649(W) AD(       ) 2
 OF2581  NAD 27      -  43 17 08.52377(N)    077 47 30.65358(W) AD(       ) 2
 OF2581  NGVD 29 (07/19/86)   80.5    (m)          264.     (f) VERT ANG       
 OF2581
 OF2581.Superseded values are not recommended for survey control.
 OF2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2581.See file dsdata.txt to determine how the superseded data were derived.
 OF2581
 OF2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7351596333(NAD 83)
 OF2581_MARKER: DE = TRAVERSE STATION DISK
 OF2581_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2581
 OF2581  HISTORY     - Date     Condition        Report By
 OF2581  HISTORY     - 1974     MONUMENTED       NY-055
 OF2581
 OF2581                          STATION DESCRIPTION
 OF2581
 OF2581'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2581'IN PARMA ON W SIDE OF SOUTH AVE IN HILTON, 0.2 MI N OF OVERLOOK DR,
 OF2581'0.15 MI S OF EAST AVE IN HILTON, 20.8 FT W OF CL OF SOUTH AVE, 3.4 FT
 OF2581'E OF E EDGE OF CONCRETE SIDEWALK, AND 8.2 FT E OF UTILITY POLE RGE 7
 OF2581'OTC 6.  STATION IS A STANDARD MCGS DISK STAMPED---2910---IN CONCRETE
 OF2581'POST COVERED 0.6 FT AND IN CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1034 ***********************************************************************
 PH1034  DESIGNATION -  2911
 PH1034  PID         -  PH1034
 PH1034  STATE/COUNTY-  NY/ST LAWRENCE
 PH1034  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1034
 PH1034                         *CURRENT SURVEY CONTROL
 PH1034  ___________________________________________________________________
 PH1034* NAD 83(1986)-  44 50 05.     (N)    075 18 26.     (W)     SCALED    
 PH1034* NAVD 88     -        79.070  (meters)     259.42   (feet)  ADJUSTED  
 PH1034  ___________________________________________________________________
 PH1034  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 PH1034  DYNAMIC HT  -          79.067 (meters)     259.41  (feet)  COMP
 PH1034  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 PH1034
 PH1034  VERT ORDER  -  FIRST     CLASS 0
 PH1034
 PH1034.The horizontal coordinates were scaled from a topographic map and have
 PH1034.an estimated accuracy of +/- 6 seconds.
 PH1034
 PH1034.The orthometric height was determined by differential leveling
 PH1034.and adjusted by the National Geodetic Survey in June 1991..
 PH1034
 PH1034.The geoid height was determined by GEOID03.
 PH1034
 PH1034.The dynamic height is computed by dividing the NAVD 88
 PH1034.geopotential number by the normal gravity value computed on the
 PH1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1034.degrees latitude (g = 980.6199 gals.).
 PH1034
 PH1034.The modeled gravity was interpolated from observed gravity values.
 PH1034
 PH1034;                    North         East    Units  Estimated Accuracy
 PH1034;SPC NY E     -   666,830.       86,180.      MT  (+/- 180 meters Scaled)
 PH1034
 PH1034                          SUPERSEDED SURVEY CONTROL
 PH1034
 PH1034  NGVD 29 (??/??/92)   79.180  (m)          259.78   (f) ADJ UNCH    1 0
 PH1034
 PH1034.Superseded values are not recommended for survey control.
 PH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1034.See file dsdata.txt to determine how the superseded data were derived.
 PH1034
 PH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ757646(NAD 83)
 PH1034_MARKER: Z = SEE DESCRIPTION
 PH1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1034_SP_SET: WALL
 PH1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1034
 PH1034  HISTORY     - Date     Condition        Report By
 PH1034  HISTORY     - UNK      MONUMENTED       USLS
 PH1034  HISTORY     - 1969     GOOD             USLS
 PH1034  HISTORY     - 1989     GOOD             USPSQD
 PH1034
 PH1034                          STATION DESCRIPTION
 PH1034
 PH1034'DESCRIBED BY US LAKE SURVEY 1969
 PH1034'IN IROQUOIS DAM.
 PH1034'IROQUOIS DAM.  TABLET IN TOP OF RETAINING WALL AT THE WEST END OF DAM,
 PH1034'12 INCHES NORTH OF PIPE GUARD FENCE AND 2.5 FEET EAST OF WEST END OF
 PH1034'WALL.  NO. 2911.
 PH1034
 PH1034                          STATION RECOVERY (1989)
 PH1034
 PH1034'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2580 ***********************************************************************
 OF2580  DESIGNATION -  2911
 OF2580  PID         -  OF2580
 OF2580  STATE/COUNTY-  NY/MONROE
 OF2580  USGS QUAD   -  HILTON (1976)
 OF2580
 OF2580                         *CURRENT SURVEY CONTROL
 OF2580  ___________________________________________________________________
 OF2580* NAD 83(1996)-  43 16 56.86458(N)    077 47 28.64519(W)     ADJUSTED  
 OF2580* NAVD 88     -        93.5    (meters)     307.     (feet)  VERTCON   
 OF2580  ___________________________________________________________________
 OF2580  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 OF2580  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2580
 OF2580  HORZ ORDER  -  SECOND
 OF2580
 OF2580.The horizontal coordinates were established by classical geodetic methods
 OF2580.and adjusted by the National Geodetic Survey in January 1999..
 OF2580
 OF2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2580
 OF2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2580
 OF2580.The geoid height was determined by GEOID03.
 OF2580
 OF2580;                    North         East     Units Scale Factor Converg.
 OF2580;SPC NY W     -   364,852.998   414,283.434   MT  0.99998831   +0 32 34.9
 OF2580;SPC NY W     - 1,197,021.88  1,359,194.90   sFT  0.99998831   +0 32 34.9
 OF2580;UTM  18      - 4,795,966.242   273,525.966   MT  1.00023098   -1 54 52.2
 OF2580
 OF2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2580!SPC NY W     -   0.99999094  x   0.99998831  =   0.99997925
 OF2580!UTM  18      -   0.99999094  x   1.00023098  =   1.00022192
 OF2580
 OF2580|---------------------------------------------------------------------|
 OF2580| PID    Reference Object                     Distance      Geod. Az  |
 OF2580|                                                           dddmmss.s |
 OF2580| OF2572 HILTON                              185.160 METERS 10908     |
 OF2580| OF2575 325 NYGS 1969                       APPROX. 0.6 KM 1800431.2 |
 OF2580| OF2581 2910                                367.068 METERS 35620     |
 OF2580|---------------------------------------------------------------------|
 OF2580
 OF2580                          SUPERSEDED SURVEY CONTROL
 OF2580
 OF2580  NAD 83(1986)-  43 16 56.87119(N)    077 47 28.64396(W) AD(       ) 2
 OF2580  NAD 27      -  43 16 56.65337(N)    077 47 29.61164(W) AD(       ) 2
 OF2580  NGVD 29 (07/19/86)   93.7    (m)          307.     (f) VERT ANG       
 OF2580
 OF2580.Superseded values are not recommended for survey control.
 OF2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2580.See file dsdata.txt to determine how the superseded data were derived.
 OF2580
 OF2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7352695966(NAD 83)
 OF2580_MARKER: DE = TRAVERSE STATION DISK
 OF2580_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2580
 OF2580  HISTORY     - Date     Condition        Report By
 OF2580  HISTORY     - 1974     MONUMENTED       NY-055
 OF2580
 OF2580                          STATION DESCRIPTION
 OF2580
 OF2580'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2580'IN PARM A ON E SIDE OF SOUTH AVE IN HILTON, 0.4 MI S OF EAST AVE IN
 OF2580'HILTON, 21.4 FT E OF CL OF SOUTH AVE, 39.6 FT SW OF UTILITY POLE RGE
 OF2580'17A, AND 3.7 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2580'STANDARD MCGS DISK STAMPED---2911---IN CONCRETE POST COVERED 0.6 FT
 OF2580'AND IN CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2587 ***********************************************************************
 OF2587  DESIGNATION -  2912
 OF2587  PID         -  OF2587
 OF2587  STATE/COUNTY-  NY/MONROE
 OF2587  USGS QUAD   -  HILTON (1976)
 OF2587
 OF2587                         *CURRENT SURVEY CONTROL
 OF2587  ___________________________________________________________________
 OF2587* NAD 83(1996)-  43 17 16.49049(N)    077 47 53.88728(W)     ADJUSTED  
 OF2587* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 OF2587  ___________________________________________________________________
 OF2587  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 OF2587  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2587
 OF2587  HORZ ORDER  -  SECOND
 OF2587
 OF2587.The horizontal coordinates were established by classical geodetic methods
 OF2587.and adjusted by the National Geodetic Survey in January 1999..
 OF2587
 OF2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2587
 OF2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2587
 OF2587.The geoid height was determined by GEOID03.
 OF2587
 OF2587;                    North         East     Units Scale Factor Converg.
 OF2587;SPC NY W     -   365,453.262   413,708.662   MT  0.99998741   +0 32 17.8
 OF2587;SPC NY W     - 1,198,991.24  1,357,309.17   sFT  0.99998741   +0 32 17.8
 OF2587;UTM  18      - 4,796,590.754   272,977.329   MT  1.00023404   -1 55 10.3
 OF2587
 OF2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2587!SPC NY W     -   0.99999162  x   0.99998741  =   0.99997903
 OF2587!UTM  18      -   0.99999162  x   1.00023404  =   1.00022565
 OF2587
 OF2587:                Primary Azimuth Mark                     Grid Az
 OF2587:SPC NY W     -  373                                      087 51 16.4
 OF2587:UTM  18      -  373                                      090 18 44.5
 OF2587
 OF2587|---------------------------------------------------------------------|
 OF2587| PID    Reference Object                     Distance      Geod. Az  |
 OF2587|                                                           dddmmss.s |
 OF2587| OF2588 373                                 438.964 METERS 0882334.2 |
 OF2587| OF2586 439                                 447.598 METERS 2682616.0 |
 OF2587|---------------------------------------------------------------------|
 OF2587
 OF2587                          SUPERSEDED SURVEY CONTROL
 OF2587
 OF2587  NAD 83(1986)-  43 17 16.49726(N)    077 47 53.88623(W) AD(       ) 2
 OF2587  NAD 27      -  43 17 16.28005(N)    077 47 54.85320(W) AD(       ) 2
 OF2587  NGVD 29 (07/19/86)   89.4    (m)          293.     (f) VERT ANG       
 OF2587
 OF2587.Superseded values are not recommended for survey control.
 OF2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2587.See file dsdata.txt to determine how the superseded data were derived.
 OF2587
 OF2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7297796591(NAD 83)
 OF2587_MARKER: DE = TRAVERSE STATION DISK
 OF2587_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2587
 OF2587  HISTORY     - Date     Condition        Report By
 OF2587  HISTORY     - 1974     MONUMENTED       NY-055
 OF2587
 OF2587                          STATION DESCRIPTION
 OF2587
 OF2587'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2587'IN PARMA ON S SIDE OF WEST AVE IN HILTON, 0.75 MI E OF COLLAMER RD,
 OF2587'0.30 MI W OF NORTH AVE, 3.4 FT S OF S EDGE OF CONCRETE SIDEWALK, 47.7
 OF2587'FT SE OF HYDRANT ACROSS STREET, AND 15.7 FT SW OF UTILITY POLE RGE 13
 OF2587'OTC 14.  STATION IS A STANDARD MCGS DISK STAMPED---2912---IN CONCRETE
 OF2587'POST AND IN CAST IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2585 ***********************************************************************
 OF2585  DESIGNATION -  2913
 OF2585  PID         -  OF2585
 OF2585  STATE/COUNTY-  NY/MONROE
 OF2585  USGS QUAD   -  HILTON (1976)
 OF2585
 OF2585                         *CURRENT SURVEY CONTROL
 OF2585  ___________________________________________________________________
 OF2585* NAD 83(1996)-  43 17 16.02931(N)    077 48 43.76919(W)     ADJUSTED  
 OF2585* NAVD 88     -        86.1    (meters)     282.     (feet)  VERTCON   
 OF2585  ___________________________________________________________________
 OF2585  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 OF2585  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF2585
 OF2585  HORZ ORDER  -  SECOND
 OF2585
 OF2585.The horizontal coordinates were established by classical geodetic methods
 OF2585.and adjusted by the National Geodetic Survey in January 1999..
 OF2585
 OF2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2585
 OF2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2585
 OF2585.The geoid height was determined by GEOID03.
 OF2585
 OF2585;                    North         East     Units Scale Factor Converg.
 OF2585;SPC NY W     -   365,428.559   412,584.309   MT  0.99998566   +0 31 43.6
 OF2585;SPC NY W     - 1,198,910.20  1,353,620.35   sFT  0.99998566   +0 31 43.6
 OF2585;UTM  18      - 4,796,614.296   271,852.669   MT  1.00024034   -1 55 44.5
 OF2585
 OF2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2585!SPC NY W     -   0.99999210  x   0.99998566  =   0.99997776
 OF2585!UTM  18      -   0.99999210  x   1.00024034  =   1.00023244
 OF2585
 OF2585:                Primary Azimuth Mark                     Grid Az
 OF2585:SPC NY W     -  2941                                     267 32 24.7
 OF2585:UTM  18      -  2941                                     269 59 52.8
 OF2585
 OF2585|---------------------------------------------------------------------|
 OF2585| PID    Reference Object                     Distance      Geod. Az  |
 OF2585|                                                           dddmmss.s |
 OF2585| OF2583 2941                                APPROX. 0.7 KM 2680408.3 |
 OF2585| OF2584 2940                                152.071 METERS 26805     |
 OF2585| OF2595 2914                                265.692 METERS 35516     |
 OF2585|---------------------------------------------------------------------|
 OF2585
 OF2585                          SUPERSEDED SURVEY CONTROL
 OF2585
 OF2585  NAD 83(1986)-  43 17 16.03605(N)    077 48 43.76830(W) AD(       ) 2
 OF2585  NAD 27      -  43 17 15.81886(N)    077 48 44.73402(W) AD(       ) 2
 OF2585  NGVD 29 (07/19/86)   86.3    (m)          283.     (f) VERT ANG       
 OF2585
 OF2585.Superseded values are not recommended for survey control.
 OF2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2585.See file dsdata.txt to determine how the superseded data were derived.
 OF2585
 OF2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7185396614(NAD 83)
 OF2585_MARKER: DE = TRAVERSE STATION DISK
 OF2585_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2585
 OF2585  HISTORY     - Date     Condition        Report By
 OF2585  HISTORY     - 1974     MONUMENTED       NY-055
 OF2585
 OF2585                          STATION DESCRIPTION
 OF2585
 OF2585'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2585'IN PARMA IN NE CORNER OF INTERSECTION OF COLLAMER DR AND WEST AVE IN
 OF2585'HILTON, 22.8 FT E OF CL OF COLLAMER DR, 18.0 FT N OF CL OF WEST AVE,
 OF2585'AND 42.7 FT NW OF UTILITY POLE RGE 42 OTC 44.  STATION IS A STANDARD
 OF2585'MCGS DISK STAMPED---2913---IN CONCRETE POST AND IN CAST IRON FRAME AND
 OF2585'COVER WHICH IS AT PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2595 ***********************************************************************
 OF2595  DESIGNATION -  2914
 OF2595  PID         -  OF2595
 OF2595  STATE/COUNTY-  NY/MONROE
 OF2595  USGS QUAD   -  HILTON (1976)
 OF2595
 OF2595                         *CURRENT SURVEY CONTROL
 OF2595  ___________________________________________________________________
 OF2595* NAD 83(1996)-  43 17 24.60943(N)    077 48 44.74070(W)     ADJUSTED  
 OF2595* NAVD 88     -        88.5    (meters)     290.     (feet)  VERTCON   
 OF2595  ___________________________________________________________________
 OF2595  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 OF2595  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF2595
 OF2595  HORZ ORDER  -  SECOND
 OF2595
 OF2595.The horizontal coordinates were established by classical geodetic methods
 OF2595.and adjusted by the National Geodetic Survey in January 1999..
 OF2595
 OF2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2595
 OF2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2595
 OF2595.The geoid height was determined by GEOID03.
 OF2595
 OF2595;                    North         East     Units Scale Factor Converg.
 OF2595;SPC NY W     -   365,693.130   412,559.965   MT  0.99998563   +0 31 43.0
 OF2595;SPC NY W     - 1,199,778.21  1,353,540.49   sFT  0.99998563   +0 31 43.0
 OF2595;UTM  18      - 4,796,879.735   271,839.690   MT  1.00024041   -1 55 45.5
 OF2595
 OF2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2595!SPC NY W     -   0.99999172  x   0.99998563  =   0.99997735
 OF2595!UTM  18      -   0.99999172  x   1.00024041  =   1.00023213
 OF2595
 OF2595|---------------------------------------------------------------------|
 OF2595| PID    Reference Object                     Distance      Geod. Az  |
 OF2595|                                                           dddmmss.s |
 OF2595| OF2585 2913                                265.692 METERS 17516     |
 OF2595| OF2601 2915                                409.802 METERS 3583132.4 |
 OF2595|---------------------------------------------------------------------|
 OF2595
 OF2595                          SUPERSEDED SURVEY CONTROL
 OF2595
 OF2595  NAD 83(1986)-  43 17 24.61617(N)    077 48 44.73981(W) AD(       ) 2
 OF2595  NAD 27      -  43 17 24.39907(N)    077 48 45.70547(W) AD(       ) 2
 OF2595  NGVD 29 (07/19/86)   88.7    (m)          291.     (f) VERT ANG       
 OF2595
 OF2595.Superseded values are not recommended for survey control.
 OF2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2595.See file dsdata.txt to determine how the superseded data were derived.
 OF2595
 OF2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7184096880(NAD 83)
 OF2595_MARKER: DE = TRAVERSE STATION DISK
 OF2595_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2595
 OF2595  HISTORY     - Date     Condition        Report By
 OF2595  HISTORY     - 1974     MONUMENTED       NY-055
 OF2595
 OF2595                          STATION DESCRIPTION
 OF2595
 OF2595'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2595'IN PARMA ON W SIDE OF COLLAMER RD, 0.15 MI N OF WEST AVE IN HILTON,
 OF2595'0.85 MI S OF DUNBAR RD, 15.4 FT W OF CL OF COLLAMER RD, 5.9 FT W OF
 OF2595'EDGE OF PAVEMENT, 65.7 FT NW OF UTILITY POLE RGE 5, OTC 5, AND 6.3 FT
 OF2595'E OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2595'STAMPED---2914---IN CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2601 ***********************************************************************
 OF2601  DESIGNATION -  2915
 OF2601  PID         -  OF2601
 OF2601  STATE/COUNTY-  NY/MONROE
 OF2601  USGS QUAD   -  HILTON (1976)
 OF2601
 OF2601                         *CURRENT SURVEY CONTROL
 OF2601  ___________________________________________________________________
 OF2601* NAD 83(1996)-  43 17 37.88413(N)    077 48 45.20844(W)     ADJUSTED  
 OF2601* NAVD 88     -        84.8    (meters)     278.     (feet)  VERTCON   
 OF2601  ___________________________________________________________________
 OF2601  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 OF2601  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2601
 OF2601  HORZ ORDER  -  SECOND
 OF2601
 OF2601.The horizontal coordinates were established by classical geodetic methods
 OF2601.and adjusted by the National Geodetic Survey in January 1999..
 OF2601
 OF2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2601
 OF2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2601
 OF2601.The geoid height was determined by GEOID03.
 OF2601
 OF2601;                    North         East     Units Scale Factor Converg.
 OF2601;SPC NY W     -   366,102.675   412,545.642   MT  0.99998560   +0 31 42.8
 OF2601;SPC NY W     - 1,201,121.86  1,353,493.49   sFT  0.99998560   +0 31 42.8
 OF2601;UTM  18      - 4,797,289.622   271,842.946   MT  1.00024039   -1 55 46.3
 OF2601
 OF2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2601!SPC NY W     -   0.99999230  x   0.99998560  =   0.99997790
 OF2601!UTM  18      -   0.99999230  x   1.00024039  =   1.00023269
 OF2601
 OF2601:                Primary Azimuth Mark                     Grid Az
 OF2601:SPC NY W     -  2914                                     177 59 49.3
 OF2601:UTM  18      -  2914                                     180 27 18.4
 OF2601
 OF2601|---------------------------------------------------------------------|
 OF2601| PID    Reference Object                     Distance      Geod. Az  |
 OF2601|                                                           dddmmss.s |
 OF2601| OF2595 2914                                409.802 METERS 1783132.1 |
 OF2601| OF2606 2916                                444.862 METERS 3560832.3 |
 OF2601|---------------------------------------------------------------------|
 OF2601
 OF2601                          SUPERSEDED SURVEY CONTROL
 OF2601
 OF2601  NAD 83(1986)-  43 17 37.89088(N)    077 48 45.20754(W) AD(       ) 2
 OF2601  NAD 27      -  43 17 37.67393(N)    077 48 46.17307(W) AD(       ) 2
 OF2601  NGVD 29 (07/19/86)   85.0    (m)          279.     (f) VERT ANG       
 OF2601
 OF2601.Superseded values are not recommended for survey control.
 OF2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2601.See file dsdata.txt to determine how the superseded data were derived.
 OF2601
 OF2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7184397290(NAD 83)
 OF2601_MARKER: DE = TRAVERSE STATION DISK
 OF2601_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2601
 OF2601  HISTORY     - Date     Condition        Report By
 OF2601  HISTORY     - 1974     MONUMENTED       NY-055
 OF2601
 OF2601                          STATION DESCRIPTION
 OF2601
 OF2601'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2601'IN PARMA ON E SIDE OF COLLAMER RD, 0.4 MI N OF WEST AVE IN HILTON, 0.6
 OF2601'MI S OF DUNBAR RD, 13.2 FT E OF CL OF COLLAMER RD, 3.6 FT E OF EDGE OF
 OF2601'PAVEMENT, 52.2 FT SW OF UTILITY POLE RGE 13 OTC 13, AND 6.7 FT W OF
 OF2601'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2601'STAMPED---2915---IN CONCRETE POST 0.6 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2606 ***********************************************************************
 OF2606  DESIGNATION -  2916
 OF2606  PID         -  OF2606
 OF2606  STATE/COUNTY-  NY/MONROE
 OF2606  USGS QUAD   -  HILTON (1976)
 OF2606
 OF2606                         *CURRENT SURVEY CONTROL
 OF2606  ___________________________________________________________________
 OF2606* NAD 83(1996)-  43 17 52.26662(N)    077 48 46.53625(W)     ADJUSTED  
 OF2606* NAVD 88     -        86.1    (meters)     282.     (feet)  VERTCON   
 OF2606  ___________________________________________________________________
 OF2606  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 OF2606  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2606
 OF2606  HORZ ORDER  -  SECOND
 OF2606
 OF2606.The horizontal coordinates were established by classical geodetic methods
 OF2606.and adjusted by the National Geodetic Survey in January 1999..
 OF2606
 OF2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2606
 OF2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2606
 OF2606.The geoid height was determined by GEOID03.
 OF2606
 OF2606;                    North         East     Units Scale Factor Converg.
 OF2606;SPC NY W     -   366,546.228   412,511.620   MT  0.99998555   +0 31 42.1
 OF2606;SPC NY W     - 1,202,577.08  1,353,381.87   sFT  0.99998555   +0 31 42.1
 OF2606;UTM  18      - 4,797,734.339   271,827.974   MT  1.00024048   -1 55 47.7
 OF2606
 OF2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2606!SPC NY W     -   0.99999210  x   0.99998555  =   0.99997765
 OF2606!UTM  18      -   0.99999210  x   1.00024048  =   1.00023258
 OF2606
 OF2606:                Primary Azimuth Mark                     Grid Az
 OF2606:SPC NY W     -  2915                                     175 36 49.3
 OF2606:UTM  18      -  2915                                     178 04 19.1
 OF2606
 OF2606|---------------------------------------------------------------------|
 OF2606| PID    Reference Object                     Distance      Geod. Az  |
 OF2606|                                                           dddmmss.s |
 OF2606| OF2601 2915                                444.862 METERS 1760831.4 |
 OF2606| OF2610 2917                                490.240 METERS 3572832.3 |
 OF2606| OF2611 2918                                APPROX. 0.5 KM 3582303.1 |
 OF2606|---------------------------------------------------------------------|
 OF2606
 OF2606                          SUPERSEDED SURVEY CONTROL
 OF2606
 OF2606  NAD 83(1986)-  43 17 52.27337(N)    077 48 46.53533(W) AD(       ) 2
 OF2606  NAD 27      -  43 17 52.05655(N)    077 48 47.50064(W) AD(       ) 2
 OF2606  NGVD 29 (07/19/86)   86.3    (m)          283.     (f) VERT ANG       
 OF2606
 OF2606.Superseded values are not recommended for survey control.
 OF2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2606.See file dsdata.txt to determine how the superseded data were derived.
 OF2606
 OF2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7182897734(NAD 83)
 OF2606_MARKER: DE = TRAVERSE STATION DISK
 OF2606_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2606
 OF2606  HISTORY     - Date     Condition        Report By
 OF2606  HISTORY     - 1974     MONUMENTED       NY-055
 OF2606
 OF2606                          STATION DESCRIPTION
 OF2606
 OF2606'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2606'IN PARMA ON W SIDE OF COLLAMER RD, 0.7 MI N OF WEST AVE IN HILTON, 0.3
 OF2606'MI S OF DUNBAR RD, 16.4 FT W OF CL OF COLLAMER RD, 7.6 FT W OF EDGE OF
 OF2606'PAVEMENT, 23.4 FT SE OF UTILITY POLE RGE 22 OTC 22, AND 3.5 FT E OF
 OF2606'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2606'STAMPED---2916---IN CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2610 ***********************************************************************
 OF2610  DESIGNATION -  2917
 OF2610  PID         -  OF2610
 OF2610  STATE/COUNTY-  NY/MONROE
 OF2610  USGS QUAD   -  HILTON (1976)
 OF2610
 OF2610                         *CURRENT SURVEY CONTROL
 OF2610  ___________________________________________________________________
 OF2610* NAD 83(1996)-  43 18 08.13676(N)    077 48 47.49424(W)     ADJUSTED  
 OF2610* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 OF2610  ___________________________________________________________________
 OF2610  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 OF2610  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2610
 OF2610  HORZ ORDER  -  SECOND
 OF2610
 OF2610.The horizontal coordinates were established by classical geodetic methods
 OF2610.and adjusted by the National Geodetic Survey in January 1999..
 OF2610
 OF2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2610
 OF2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2610
 OF2610.The geoid height was determined by GEOID03.
 OF2610
 OF2610;                    North         East     Units Scale Factor Converg.
 OF2610;SPC NY W     -   367,035.764   412,485.512   MT  0.99998551   +0 31 41.6
 OF2610;SPC NY W     - 1,204,183.17  1,353,296.22   sFT  0.99998551   +0 31 41.6
 OF2610;UTM  18      - 4,798,224.670   271,822.888   MT  1.00024050   -1 55 48.9
 OF2610
 OF2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2610!SPC NY W     -   0.99999257  x   0.99998551  =   0.99997808
 OF2610!UTM  18      -   0.99999257  x   1.00024050  =   1.00023307
 OF2610
 OF2610|---------------------------------------------------------------------|
 OF2610| PID    Reference Object                     Distance      Geod. Az  |
 OF2610|                                                           dddmmss.s |
 OF2610| OF2611 2918                                 23.402 METERS 01747     |
 OF2610| OF2606 2916                                490.240 METERS 1772831.7 |
 OF2610| OF2617 2922                                APPROX. 0.6 KM 3573157.5 |
 OF2610|---------------------------------------------------------------------|
 OF2610
 OF2610                          SUPERSEDED SURVEY CONTROL
 OF2610
 OF2610  NAD 83(1986)-  43 18 08.14349(N)    077 48 47.49328(W) AD(       ) 2
 OF2610  NAD 27      -  43 18 07.92675(N)    077 48 48.45831(W) AD(       ) 2
 OF2610  NGVD 29 (07/19/86)   83.3    (m)          273.     (f) VERT ANG       
 OF2610
 OF2610.Superseded values are not recommended for survey control.
 OF2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2610.See file dsdata.txt to determine how the superseded data were derived.
 OF2610
 OF2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7182398225(NAD 83)
 OF2610_MARKER: DE = TRAVERSE STATION DISK
 OF2610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2610
 OF2610  HISTORY     - Date     Condition        Report By
 OF2610  HISTORY     - 1974     MONUMENTED       NY-055
 OF2610
 OF2610                          STATION DESCRIPTION
 OF2610
 OF2610'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2610'IN PARMA IN NW CORNER OF INTERSECTION OF DUNBAR RD AND COLLAMER RD,
 OF2610'11.6 FT W OF CL OF COLLAMER RD, 10.7 FT N OF CL OF DUNBAR RD, AND 47.5
 OF2610'FT SW OF UTILITY POLE RGE 32 37 OTC 32.  STATION IS A STANDARD MCGS
 OF2610'DISK STAMPED---2917---IN CONCRETE POST AND IN CAST IRON FRAME AND
 OF2610'COVER WHICH IS AT PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2611 ***********************************************************************
 OF2611  DESIGNATION -  2918
 OF2611  PID         -  OF2611
 OF2611  STATE/COUNTY-  NY/MONROE
 OF2611  USGS QUAD   -  HILTON (1976)
 OF2611
 OF2611                         *CURRENT SURVEY CONTROL
 OF2611  ___________________________________________________________________
 OF2611* NAD 83(1996)-  43 18 08.85884(N)    077 48 47.17711(W)     ADJUSTED  
 OF2611* NAVD 88     -        83.3    (meters)     273.     (feet)  VERTCON   
 OF2611  ___________________________________________________________________
 OF2611  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 OF2611  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2611
 OF2611  HORZ ORDER  -  SECOND
 OF2611
 OF2611.The horizontal coordinates were established by classical geodetic methods
 OF2611.and adjusted by the National Geodetic Survey in January 1999..
 OF2611
 OF2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2611
 OF2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2611
 OF2611.The geoid height was determined by GEOID03.
 OF2611
 OF2611;                    North         East     Units Scale Factor Converg.
 OF2611;SPC NY W     -   367,058.113   412,492.454   MT  0.99998552   +0 31 41.8
 OF2611;SPC NY W     - 1,204,256.49  1,353,318.99   sFT  0.99998552   +0 31 41.8
 OF2611;UTM  18      - 4,798,246.706   271,830.784   MT  1.00024046   -1 55 48.7
 OF2611
 OF2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2611!SPC NY W     -   0.99999254  x   0.99998552  =   0.99997806
 OF2611!UTM  18      -   0.99999254  x   1.00024046  =   1.00023300
 OF2611
 OF2611                          SUPERSEDED SURVEY CONTROL
 OF2611
 OF2611  NAD 83(1986)-  43 18 08.86559(N)    077 48 47.17615(W) AD(       ) 2
 OF2611  NAD 27      -  43 18 08.64893(N)    077 48 48.14115(W) AD(       ) 2
 OF2611  NGVD 29 (07/19/86)   83.5    (m)          274.     (f) VERT ANG       
 OF2611
 OF2611.Superseded values are not recommended for survey control.
 OF2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2611.See file dsdata.txt to determine how the superseded data were derived.
 OF2611
 OF2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7183198247(NAD 83)
 OF2611_MARKER: DE = TRAVERSE STATION DISK
 OF2611_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF2611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2611+STABILITY: SURFACE MOTION
 OF2611
 OF2611  HISTORY     - Date     Condition        Report By
 OF2611  HISTORY     - 1974     MONUMENTED       NY-055
 OF2611
 OF2611                          STATION DESCRIPTION
 OF2611
 OF2611'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2611'IN PARMA ON SE CORNER OF COLLAMER RD BRIDGE IN CONCRETE WINGWALL, 16.0
 OF2611'FT E OF CL OF COLLAMER RD, 83.0 FT + OR - N OF CL OF DUNBAR RD, 0.9 FT
 OF2611'N OF S EDGE OF CONCRETE WINGWALL, 0.8 FT E OF E EDGE OF CONCRETE
 OF2611'WINGWALL, AND 0.9 FT S OF N EDGE OF CONCRETE WINGWALL.  STATION IS A
 OF2611'STANDARD USGS DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0837 ***********************************************************************
 MZ0837  DESIGNATION -  292
 MZ0837  PID         -  MZ0837
 MZ0837  STATE/COUNTY-  NY/RENSSELAER
 MZ0837  USGS QUAD   -  DELMAR (1980)
 MZ0837
 MZ0837                         *CURRENT SURVEY CONTROL
 MZ0837  ___________________________________________________________________
 MZ0837* NAD 83(1986)-  42 31 02.     (N)    073 45 38.     (W)     SCALED    
 MZ0837* NAVD 88     -         6.147  (meters)      20.17   (feet)  ADJUSTED  
 MZ0837  ___________________________________________________________________
 MZ0837  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ0837  DYNAMIC HT  -           6.146 (meters)      20.16  (feet)  COMP
 MZ0837  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 MZ0837
 MZ0837  VERT ORDER  -  FIRST     CLASS I
 MZ0837
 MZ0837.The horizontal coordinates were scaled from a topographic map and have
 MZ0837.an estimated accuracy of +/- 6 seconds.
 MZ0837
 MZ0837.The orthometric height was determined by differential leveling
 MZ0837.and adjusted by the National Geodetic Survey in June 1991..
 MZ0837
 MZ0837.The geoid height was determined by GEOID03.
 MZ0837
 MZ0837.The dynamic height is computed by dividing the NAVD 88
 MZ0837.geopotential number by the normal gravity value computed on the
 MZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0837.degrees latitude (g = 980.6199 gals.).
 MZ0837
 MZ0837.The modeled gravity was interpolated from observed gravity values.
 MZ0837
 MZ0837;                    North         East    Units  Estimated Accuracy
 MZ0837;SPC NY E     -   409,310.      210,760.      MT  (+/- 180 meters Scaled)
 MZ0837
 MZ0837                          SUPERSEDED SURVEY CONTROL
 MZ0837
 MZ0837.No superseded survey control is available for this station.
 MZ0837
 MZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN018079(NAD 83)
 MZ0837_MARKER: DD = SURVEY DISK
 MZ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0837_STAMPING: 292
 MZ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0837+STABILITY: SURFACE MOTION
 MZ0837
 MZ0837  HISTORY     - Date     Condition        Report By
 MZ0837  HISTORY     - UNK      MONUMENTED       NYDT
 MZ0837  HISTORY     - 1974     GOOD             NGS
 MZ0837
 MZ0837                          STATION DESCRIPTION
 MZ0837
 MZ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0837'0.8 MI S FROM CASTLETON-ON-HUDSON.
 MZ0837'0.8 MILE SOUTH ALONG STATE HIGHWAY 9J FROM THE POST OFFICE AT
 MZ0837'CASTLETON-ON-HUDSON, AT THE JUNCTION OF THE ALIGNMENT OF THE FORMER
 MZ0837'HIGHWAY, ABOUT 80 YARDS SOUTHWEST OF THE SOUTHWEST END OF A LARGE
 MZ0837'STEEL BRIDGE OVER SCHODACK CREEK WHICH IS ON THE FORMER HIGHWAY, 39.8
 MZ0837'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE
 MZ0837'CENTER LINE OF THE FORMER HIGHWAY, 8 FEET SOUTHWEST OF A CONCRETE
 MZ0837'WITNESS POST MARKED N Y, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2609 ***********************************************************************
 OF2609  DESIGNATION -  2920
 OF2609  PID         -  OF2609
 OF2609  STATE/COUNTY-  NY/MONROE
 OF2609  USGS QUAD   -  HILTON (1976)
 OF2609
 OF2609                         *CURRENT SURVEY CONTROL
 OF2609  ___________________________________________________________________
 OF2609* NAD 83(1996)-  43 18 07.13016(N)    077 49 16.55554(W)     ADJUSTED  
 OF2609* NAVD 88     -        85.8    (meters)     281.     (feet)  VERTCON   
 OF2609  ___________________________________________________________________
 OF2609  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OF2609  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2609
 OF2609  HORZ ORDER  -  SECOND
 OF2609
 OF2609.The horizontal coordinates were established by classical geodetic methods
 OF2609.and adjusted by the National Geodetic Survey in January 1999..
 OF2609
 OF2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2609
 OF2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2609
 OF2609.The geoid height was determined by GEOID03.
 OF2609
 OF2609;                    North         East     Units Scale Factor Converg.
 OF2609;SPC NY W     -   366,998.695   411,830.823   MT  0.99998451   +0 31 21.6
 OF2609;SPC NY W     - 1,204,061.55  1,351,148.29   sFT  0.99998451   +0 31 21.6
 OF2609;UTM  18      - 4,798,215.715   271,167.042   MT  1.00024419   -1 56 08.8
 OF2609
 OF2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2609!SPC NY W     -   0.99999215  x   0.99998451  =   0.99997666
 OF2609!UTM  18      -   0.99999215  x   1.00024419  =   1.00023634
 OF2609
 OF2609|---------------------------------------------------------------------|
 OF2609| PID    Reference Object                     Distance      Geod. Az  |
 OF2609|                                                           dddmmss.s |
 OF2609| OF2608 TP 9043 SECOND                      398.739 METERS 26600     |
 OF2609|---------------------------------------------------------------------|
 OF2609
 OF2609                          SUPERSEDED SURVEY CONTROL
 OF2609
 OF2609  NAD 83(1986)-  43 18 07.13691(N)    077 49 16.55459(W) AD(       ) 2
 OF2609  NAD 27      -  43 18 06.92048(N)    077 49 17.51833(W) AD(       ) 2
 OF2609  NGVD 29 (07/19/86)   86.0    (m)          282.     (f) VERT ANG       
 OF2609
 OF2609.Superseded values are not recommended for survey control.
 OF2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2609.See file dsdata.txt to determine how the superseded data were derived.
 OF2609
 OF2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7116798216(NAD 83)
 OF2609_MARKER: DE = TRAVERSE STATION DISK
 OF2609_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2609
 OF2609  HISTORY     - Date     Condition        Report By
 OF2609  HISTORY     - 1974     MONUMENTED       NY-055
 OF2609
 OF2609                          STATION DESCRIPTION
 OF2609
 OF2609'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2609'IN PARMA ON N SIDE OF DUNBAR RD, 0.25 MI E OF HAMLIN PARMA TOWN LINE
 OF2609'RD, 0.4 MI W OF COLLAMER RD, 12.9 FT N OF CL OF DUNBAR RD, 49.5 FT NW
 OF2609'OF UTILITY POLE RGE 29 OTC 34, AND 3.8 FT S OF MONROE COUNTY WITNESS
 OF2609'POST.  STATION IS A STANDARD MCGS DISK STAMPED---2920---IN CONCRETE
 OF2609'POST 1.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2620 ***********************************************************************
 OF2620  DESIGNATION -  2921
 OF2620  PID         -  OF2620
 OF2620  STATE/COUNTY-  NY/MONROE
 OF2620  USGS QUAD   -  HILTON (1976)
 OF2620
 OF2620                         *CURRENT SURVEY CONTROL
 OF2620  ___________________________________________________________________
 OF2620* NAD 83(1996)-  43 18 34.64418(N)    077 48 49.27913(W)     ADJUSTED  
 OF2620* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 OF2620  ___________________________________________________________________
 OF2620  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 OF2620  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2620
 OF2620  HORZ ORDER  -  SECOND
 OF2620
 OF2620.The horizontal coordinates were established by classical geodetic methods
 OF2620.and adjusted by the National Geodetic Survey in January 1999..
 OF2620
 OF2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2620
 OF2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2620
 OF2620.The geoid height was determined by GEOID03.
 OF2620
 OF2620;                    North         East     Units Scale Factor Converg.
 OF2620;SPC NY W     -   367,853.386   412,437.748   MT  0.99998544   +0 31 40.6
 OF2620;SPC NY W     - 1,206,865.65  1,353,139.51   sFT  0.99998544   +0 31 40.6
 OF2620;UTM  18      - 4,799,043.797   271,810.239   MT  1.00024057   -1 55 51.1
 OF2620
 OF2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2620!SPC NY W     -   0.99999178  x   0.99998544  =   0.99997722
 OF2620!UTM  18      -   0.99999178  x   1.00024057  =   1.00023234
 OF2620
 OF2620:                Primary Azimuth Mark                     Grid Az
 OF2620:SPC NY W     -  361 2 NYGS 1969                          087 10 30.5
 OF2620:UTM  18      -  361 2 NYGS 1969                          089 38 02.2
 OF2620
 OF2620|---------------------------------------------------------------------|
 OF2620| PID    Reference Object                     Distance      Geod. Az  |
 OF2620|                                                           dddmmss.s |
 OF2620| OF2576 361 2 NYGS 1969                     APPROX. 0.5 KM 0874211.1 |
 OF2620| OF2617 2922                                249.246 METERS 17623     |
 OF2620| OF2561 361 3 MCGS 1969                     234.768 METERS 26722     |
 OF2620|---------------------------------------------------------------------|
 OF2620
 OF2620                          SUPERSEDED SURVEY CONTROL
 OF2620
 OF2620  NAD 83(1986)-  43 18 34.65091(N)    077 48 49.27811(W) AD(       ) 2
 OF2620  NAD 27      -  43 18 34.43438(N)    077 48 50.24253(W) AD(       ) 2
 OF2620  NGVD 29 (07/19/86)   88.4    (m)          290.     (f) VERT ANG       
 OF2620
 OF2620.Superseded values are not recommended for survey control.
 OF2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2620.See file dsdata.txt to determine how the superseded data were derived.
 OF2620
 OF2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7181099044(NAD 83)
 OF2620_MARKER: DE = TRAVERSE STATION DISK
 OF2620_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2620
 OF2620  HISTORY     - Date     Condition        Report By
 OF2620  HISTORY     - 1974     MONUMENTED       NY-055
 OF2620
 OF2620                          STATION DESCRIPTION
 OF2620
 OF2620'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2620'IN PARMA ON N SIDE OF CURTIS RD, CORNER OF COLLAMER RD, 15.9 FT N OF
 OF2620'CL OF CURTIS RD, 11.7 FT E OF CL OF COLLAMER RD PRODUCED, 4.0 FT N OF
 OF2620'EDGE OF PAVEMENT OF CURTIS RD, 24.0 FT SW OF UTILITY POLE OTC 32, AND
 OF2620'4.0 FT S OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS
 OF2620'DISK STAMPED---2921---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2617 ***********************************************************************
 OF2617  DESIGNATION -  2922
 OF2617  PID         -  OF2617
 OF2617  STATE/COUNTY-  NY/MONROE
 OF2617  USGS QUAD   -  HILTON (1976)
 OF2617
 OF2617                         *CURRENT SURVEY CONTROL
 OF2617  ___________________________________________________________________
 OF2617* NAD 83(1996)-  43 18 26.58375(N)    077 48 48.58270(W)     ADJUSTED  
 OF2617* NAVD 88     -        88.1    (meters)     289.     (feet)  VERTCON   
 OF2617  ___________________________________________________________________
 OF2617  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 OF2617  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2617
 OF2617  HORZ ORDER  -  SECOND
 OF2617
 OF2617.The horizontal coordinates were established by classical geodetic methods
 OF2617.and adjusted by the National Geodetic Survey in January 1999..
 OF2617
 OF2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2617
 OF2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2617
 OF2617.The geoid height was determined by GEOID03.
 OF2617
 OF2617;                    North         East     Units Scale Factor Converg.
 OF2617;SPC NY W     -   367,604.794   412,455.735   MT  0.99998547   +0 31 41.0
 OF2617;SPC NY W     - 1,206,050.06  1,353,198.52   sFT  0.99998547   +0 31 41.0
 OF2617;UTM  18      - 4,798,794.598   271,817.546   MT  1.00024053   -1 55 50.3
 OF2617
 OF2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2617!SPC NY W     -   0.99999179  x   0.99998547  =   0.99997726
 OF2617!UTM  18      -   0.99999179  x   1.00024053  =   1.00023232
 OF2617
 OF2617:                Primary Azimuth Mark                     Grid Az
 OF2617:SPC NY W     -  2918                                     176 09 26.3
 OF2617:UTM  18      -  2918                                     178 36 57.6
 OF2617
 OF2617|---------------------------------------------------------------------|
 OF2617| PID    Reference Object                     Distance      Geod. Az  |
 OF2617|                                                           dddmmss.s |
 OF2617| OF2611 2918                                APPROX. 0.5 KM 1764107.3 |
 OF2617| OF2610 2917                                APPROX. 0.6 KM 1773156.8 |
 OF2617| OF2620 2921                                249.246 METERS 35623     |
 OF2617|---------------------------------------------------------------------|
 OF2617
 OF2617                          SUPERSEDED SURVEY CONTROL
 OF2617
 OF2617  NAD 83(1986)-  43 18 26.59049(N)    077 48 48.58170(W) AD(       ) 2
 OF2617  NAD 27      -  43 18 26.37391(N)    077 48 49.54632(W) AD(       ) 2
 OF2617  NGVD 29 (07/19/86)   88.3    (m)          290.     (f) VERT ANG       
 OF2617
 OF2617.Superseded values are not recommended for survey control.
 OF2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2617.See file dsdata.txt to determine how the superseded data were derived.
 OF2617
 OF2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7181898795(NAD 83)
 OF2617_MARKER: DE = TRAVERSE STATION DISK
 OF2617_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2617
 OF2617  HISTORY     - Date     Condition        Report By
 OF2617  HISTORY     - 1974     MONUMENTED       NY-055
 OF2617
 OF2617                          STATION DESCRIPTION
 OF2617
 OF2617'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2617'IN PARMA ON E SIDE OF COLLAMER RD, 0.35 MI N OF DUNBAR RD, 0.15 MI S
 OF2617'OF CURTIS RD, 14.4 FT E OF CL OF COLLAMER RD, 5.0 FT E OF EDGE OF
 OF2617'PAVEMENT, 91.2 FT SW OF UTILITY POLE RGE 42 OTC 42, AND 8.7 FT W OF
 OF2617'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2617'STAMPED---2922---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2621 ***********************************************************************
 OF2621  DESIGNATION -  2923
 OF2621  PID         -  OF2621
 OF2621  STATE/COUNTY-  NY/MONROE
 OF2621  USGS QUAD   -  HILTON (1976)
 OF2621
 OF2621                         *CURRENT SURVEY CONTROL
 OF2621  ___________________________________________________________________
 OF2621* NAD 83(1996)-  43 18 37.61539(N)    077 47 39.86291(W)     ADJUSTED  
 OF2621* NAVD 88     -        84.7    (meters)     278.     (feet)  VERTCON   
 OF2621  ___________________________________________________________________
 OF2621  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 OF2621  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF2621
 OF2621  HORZ ORDER  -  SECOND
 OF2621
 OF2621.The horizontal coordinates were established by classical geodetic methods
 OF2621.and adjusted by the National Geodetic Survey in January 1999..
 OF2621
 OF2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2621
 OF2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2621
 OF2621.The geoid height was determined by GEOID03.
 OF2621
 OF2621;                    North         East     Units Scale Factor Converg.
 OF2621;SPC NY W     -   367,959.670   414,001.171   MT  0.99998787   +0 32 28.3
 OF2621;SPC NY W     - 1,207,214.35  1,358,268.84   sFT  0.99998787   +0 32 28.3
 OF2621;UTM  18      - 4,799,082.920   273,377.173   MT  1.00023181   -1 55 03.5
 OF2621
 OF2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2621!SPC NY W     -   0.99999233  x   0.99998787  =   0.99998020
 OF2621!UTM  18      -   0.99999233  x   1.00023181  =   1.00022414
 OF2621
 OF2621:                Primary Azimuth Mark                     Grid Az
 OF2621:SPC NY W     -  2924                                     175 27 18.2
 OF2621:UTM  18      -  2924                                     177 54 50.0
 OF2621
 OF2621|---------------------------------------------------------------------|
 OF2621| PID    Reference Object                     Distance      Geod. Az  |
 OF2621|                                                           dddmmss.s |
 OF2621| OF2616 2924                                APPROX. 0.5 KM 1755946.5 |
 OF2621| OF2618 GIOIA AZ MK                         200.894 METERS 17652     |
 OF2621| OF2567 361 1 MCGS 1969                     APPROX. 0.5 KM 2663743.7 |
 OF2621|---------------------------------------------------------------------|
 OF2621
 OF2621                          SUPERSEDED SURVEY CONTROL
 OF2621
 OF2621  NAD 83(1986)-  43 18 37.62205(N)    077 47 39.86189(W) AD(       ) 2
 OF2621  NAD 27      -  43 18 37.40496(N)    077 47 40.82859(W) AD(       ) 2
 OF2621  NGVD 29 (07/19/86)   84.9    (m)          279.     (f) VERT ANG       
 OF2621
 OF2621.Superseded values are not recommended for survey control.
 OF2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2621.See file dsdata.txt to determine how the superseded data were derived.
 OF2621
 OF2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7337799083(NAD 83)
 OF2621_MARKER: DE = TRAVERSE STATION DISK
 OF2621_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2621
 OF2621  HISTORY     - Date     Condition        Report By
 OF2621  HISTORY     - 1974     MONUMENTED       NY-055
 OF2621
 OF2621                          STATION DESCRIPTION
 OF2621
 OF2621'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2621'IN PARMA ON NW CORNER OF INTERSECTION OF NORTH AVE AND CURTIS RD, 27.3
 OF2621'FT N OF CL OF CURTIS RD, 21.0 FT W OF CL OF NORTH AVE, 1.0 FT W OF
 OF2621'EDGE OF PAVEMENT, AND 0.6 FT N OF S EDGE OF CONCRETE HEADWALL.
 OF2621'STATION IS A STANDARD MCGS DISK STAMPED---2923---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2616 ***********************************************************************
 OF2616  DESIGNATION -  2924
 OF2616  PID         -  OF2616
 OF2616  STATE/COUNTY-  NY/MONROE
 OF2616  USGS QUAD   -  HILTON (1976)
 OF2616
 OF2616                         *CURRENT SURVEY CONTROL
 OF2616  ___________________________________________________________________
 OF2616* NAD 83(1996)-  43 18 20.07289(N)    077 47 38.18163(W)     ADJUSTED  
 OF2616* NAVD 88     -        85.0    (meters)     279.     (feet)  VERTCON   
 OF2616  ___________________________________________________________________
 OF2616  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OF2616  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2616
 OF2616  HORZ ORDER  -  SECOND
 OF2616
 OF2616.The horizontal coordinates were established by classical geodetic methods
 OF2616.and adjusted by the National Geodetic Survey in January 1999..
 OF2616
 OF2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2616
 OF2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2616
 OF2616.The geoid height was determined by GEOID03.
 OF2616
 OF2616;                    North         East     Units Scale Factor Converg.
 OF2616;SPC NY W     -   367,418.683   414,044.175   MT  0.99998794   +0 32 29.2
 OF2616;SPC NY W     - 1,205,439.46  1,358,409.93   sFT  0.99998794   +0 32 29.2
 OF2616;UTM  18      - 4,798,540.454   273,396.933   MT  1.00023170   -1 55 01.7
 OF2616
 OF2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2616!SPC NY W     -   0.99999228  x   0.99998794  =   0.99998022
 OF2616!UTM  18      -   0.99999228  x   1.00023170  =   1.00022398
 OF2616
 OF2616|---------------------------------------------------------------------|
 OF2616| PID    Reference Object                     Distance      Geod. Az  |
 OF2616|                                                           dddmmss.s |
 OF2616| OF2614 2925                                296.998 METERS 17717     |
 OF2616| OF2618 GIOIA AZ MK                         341.842 METERS 35529     |
 OF2616| OF2621 2923                                APPROX. 0.5 KM 3555947.7 |
 OF2616|---------------------------------------------------------------------|
 OF2616
 OF2616                          SUPERSEDED SURVEY CONTROL
 OF2616
 OF2616  NAD 83(1986)-  43 18 20.07955(N)    077 47 38.18063(W) AD(       ) 2
 OF2616  NAD 27      -  43 18 19.86235(N)    077 47 39.14761(W) AD(       ) 2
 OF2616  NGVD 29 (07/19/86)   85.2    (m)          280.     (f) VERT ANG       
 OF2616
 OF2616.Superseded values are not recommended for survey control.
 OF2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2616.See file dsdata.txt to determine how the superseded data were derived.
 OF2616
 OF2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7339798540(NAD 83)
 OF2616_MARKER: DE = TRAVERSE STATION DISK
 OF2616_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2616
 OF2616  HISTORY     - Date     Condition        Report By
 OF2616  HISTORY     - 1974     MONUMENTED       NY-055
 OF2616
 OF2616                          STATION DESCRIPTION
 OF2616
 OF2616'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2616'IN PARMA ON E SIDE OF NORTH AVE, 0.2 MI N OF DUNBAR RD, 0.35 MI S OF
 OF2616'CURTIS RD, 15.3 FT E OF CL OF NORTH AVE, 6.3 FT E OF EDGE OF PAVEMENT,
 OF2616'48.5 FT NE OF UTILITY POLE RGE 55A, OTC 53, AND 42.2 FT N OF S RANGE
 OF2616'LINE OF HSE NO 514.  STATION IS A STANDARD MCGS DISK
 OF2616'STAMPED---2924---IN CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2614 ***********************************************************************
 OF2614  DESIGNATION -  2925
 OF2614  PID         -  OF2614
 OF2614  STATE/COUNTY-  NY/MONROE
 OF2614  USGS QUAD   -  HILTON (1976)
 OF2614
 OF2614                         *CURRENT SURVEY CONTROL
 OF2614  ___________________________________________________________________
 OF2614* NAD 83(1996)-  43 18 10.45984(N)    077 47 37.55852(W)     ADJUSTED  
 OF2614* NAVD 88     -        82.0    (meters)     269.     (feet)  VERTCON   
 OF2614  ___________________________________________________________________
 OF2614  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OF2614  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2614
 OF2614  HORZ ORDER  -  SECOND
 OF2614
 OF2614.The horizontal coordinates were established by classical geodetic methods
 OF2614.and adjusted by the National Geodetic Survey in January 1999..
 OF2614
 OF2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2614
 OF2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2614
 OF2614.The geoid height was determined by GEOID03.
 OF2614
 OF2614;                    North         East     Units Scale Factor Converg.
 OF2614;SPC NY W     -   367,122.167   414,061.021   MT  0.99998796   +0 32 29.6
 OF2614;SPC NY W     - 1,204,466.64  1,358,465.20   sFT  0.99998796   +0 32 29.6
 OF2614;UTM  18      - 4,798,243.416   273,401.046   MT  1.00023167   -1 55 01.0
 OF2614
 OF2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2614!SPC NY W     -   0.99999275  x   0.99998796  =   0.99998071
 OF2614!UTM  18      -   0.99999275  x   1.00023167  =   1.00022442
 OF2614
 OF2614:                Primary Azimuth Mark                     Grid Az
 OF2614:SPC NY W     -  2927                                     176 44 47.1
 OF2614:UTM  18      -  2927                                     179 12 17.7
 OF2614
 OF2614|---------------------------------------------------------------------|
 OF2614| PID    Reference Object                     Distance      Geod. Az  |
 OF2614|                                                           dddmmss.s |
 OF2614| OF2603 2927                                APPROX. 0.8 KM 1771716.7 |
 OF2614| OF2616 2924                                296.998 METERS 35717     |
 OF2614|---------------------------------------------------------------------|
 OF2614
 OF2614                          SUPERSEDED SURVEY CONTROL
 OF2614
 OF2614  NAD 83(1986)-  43 18 10.46649(N)    077 47 37.55752(W) AD(       ) 2
 OF2614  NAD 27      -  43 18 10.24905(N)    077 47 38.52465(W) AD(       ) 2
 OF2614  NGVD 29 (07/19/86)   82.2    (m)          270.     (f) VERT ANG       
 OF2614
 OF2614.Superseded values are not recommended for survey control.
 OF2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2614.See file dsdata.txt to determine how the superseded data were derived.
 OF2614
 OF2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7340198243(NAD 83)
 OF2614_MARKER: DE = TRAVERSE STATION DISK
 OF2614_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2614+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 OF2614
 OF2614  HISTORY     - Date     Condition        Report By
 OF2614  HISTORY     - 1974     MONUMENTED       NY-055
 OF2614  HISTORY     - 20060728 GOOD             INDIV
 OF2614
 OF2614                          STATION DESCRIPTION
 OF2614
 OF2614'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2614'IN PARMA ON E SIDE OF NORTH AVE AND DUNBAR RD, 15.7 FT E OF CL OF
 OF2614'NORTH AVE, 5.6 FT E OF EDGE OF PAVEMENT, 4.9 FTN OF CL OF DUNBAR RD
 OF2614'PRODUCED, 34.5 FT SW OF UTILITY POLE RGE 49, AND 7.9 FT W OF MONROE
 OF2614'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2614'STAMPED---2925---IN CONCRETE POST 0.5 FT BELOW GRADE.
 OF2614
 OF2614                          STATION RECOVERY (2006)
 OF2614
 OF2614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTK)
 OF2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2613 ***********************************************************************
 OF2613  DESIGNATION -  2926
 OF2613  PID         -  OF2613
 OF2613  STATE/COUNTY-  NY/MONROE
 OF2613  USGS QUAD   -  HILTON (1976)
 OF2613
 OF2613                         *CURRENT SURVEY CONTROL
 OF2613  ___________________________________________________________________
 OF2613* NAD 83(1996)-  43 18 09.59734(N)    077 48 07.18090(W)     ADJUSTED  
 OF2613* NAVD 88     -        85.0    (meters)     279.     (feet)  VERTCON   
 OF2613  ___________________________________________________________________
 OF2613  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF2613  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2613
 OF2613  HORZ ORDER  -  SECOND
 OF2613
 OF2613.The horizontal coordinates were established by classical geodetic methods
 OF2613.and adjusted by the National Geodetic Survey in January 1999..
 OF2613
 OF2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2613
 OF2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2613
 OF2613.The geoid height was determined by GEOID03.
 OF2613
 OF2613;                    North         East     Units Scale Factor Converg.
 OF2613;SPC NY W     -   367,089.274   413,393.658   MT  0.99998692   +0 32 09.2
 OF2613;SPC NY W     - 1,204,358.73  1,356,275.69   sFT  0.99998692   +0 32 09.2
 OF2613;UTM  18      - 4,798,239.179   272,732.722   MT  1.00023541   -1 55 21.3
 OF2613
 OF2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2613!SPC NY W     -   0.99999228  x   0.99998692  =   0.99997920
 OF2613!UTM  18      -   0.99999228  x   1.00023541  =   1.00022769
 OF2613
 OF2613:                Primary Azimuth Mark                     Grid Az
 OF2613:SPC NY W     -  2917                                     266 37 40.6
 OF2613:UTM  18      -  2917                                     269 05 11.1
 OF2613
 OF2613|---------------------------------------------------------------------|
 OF2613| PID    Reference Object                     Distance      Geod. Az  |
 OF2613|                                                           dddmmss.s |
 OF2613| OF2610 2917                                APPROX. 0.9 KM 2670949.8 |
 OF2613|---------------------------------------------------------------------|
 OF2613
 OF2613                          SUPERSEDED SURVEY CONTROL
 OF2613
 OF2613  NAD 83(1986)-  43 18 09.60401(N)    077 48 07.17994(W) AD(       ) 2
 OF2613  NAD 27      -  43 18 09.38685(N)    077 48 08.14620(W) AD(       ) 2
 OF2613  NGVD 29 (07/19/86)   85.2    (m)          280.     (f) VERT ANG       
 OF2613
 OF2613.Superseded values are not recommended for survey control.
 OF2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2613.See file dsdata.txt to determine how the superseded data were derived.
 OF2613
 OF2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7273398239(NAD 83)
 OF2613_MARKER: DE = TRAVERSE STATION DISK
 OF2613_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2613
 OF2613  HISTORY     - Date     Condition        Report By
 OF2613  HISTORY     - 1974     MONUMENTED       NY-055
 OF2613
 OF2613                          STATION DESCRIPTION
 OF2613
 OF2613'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2613'IN PARMA ON N SIDE OF DUNBAR RD, 0.55 MI E OF COLLAMER RD, 0.4 MI W OF
 OF2613'NORTH AVE, 11.6 FT N OF CL OF DUNBAR RD, 3.5 FT N OF EDGE OF PAVEMENT,
 OF2613'37.7 FT E OF E RANGE LINE OF HSE NO 91, AND 1.1 FT S OF MONROE COUNTY
 OF2613'WITNESS POST.  STATION IS A STANDARD MCGS DISK STAMPED---2926---IN
 OF2613'CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2603 ***********************************************************************
 OF2603  DESIGNATION -  2927
 OF2603  PID         -  OF2603
 OF2603  STATE/COUNTY-  NY/MONROE
 OF2603  USGS QUAD   -  HILTON (1976)
 OF2603
 OF2603                         *CURRENT SURVEY CONTROL
 OF2603  ___________________________________________________________________
 OF2603* NAD 83(1996)-  43 17 44.70660(N)    077 47 35.88838(W)     ADJUSTED  
 OF2603* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 OF2603  ___________________________________________________________________
 OF2603  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OF2603  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2603
 OF2603  HORZ ORDER  -  SECOND
 OF2603
 OF2603.The horizontal coordinates were established by classical geodetic methods
 OF2603.and adjusted by the National Geodetic Survey in January 1999..
 OF2603
 OF2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2603
 OF2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2603
 OF2603.The geoid height was determined by GEOID03.
 OF2603
 OF2603;                    North         East     Units Scale Factor Converg.
 OF2603;SPC NY W     -   366,327.805   414,106.177   MT  0.99998803   +0 32 30.5
 OF2603;SPC NY W     - 1,201,860.47  1,358,613.35   sFT  0.99998803   +0 32 30.5
 OF2603;UTM  18      - 4,797,447.654   273,412.091   MT  1.00023161   -1 54 58.9
 OF2603
 OF2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2603!SPC NY W     -   0.99999178  x   0.99998803  =   0.99997981
 OF2603!UTM  18      -   0.99999178  x   1.00023161  =   1.00022338
 OF2603
 OF2603|---------------------------------------------------------------------|
 OF2603| PID    Reference Object                     Distance      Geod. Az  |
 OF2603|                                                           dddmmss.s |
 OF2603| OF2600 2928                                328.738 METERS 17936     |
 OF2603|---------------------------------------------------------------------|
 OF2603
 OF2603                          SUPERSEDED SURVEY CONTROL
 OF2603
 OF2603  NAD 83(1986)-  43 17 44.71328(N)    077 47 35.88741(W) AD(       ) 2
 OF2603  NAD 27      -  43 17 44.49580(N)    077 47 36.85505(W) AD(       ) 2
 OF2603  NGVD 29 (07/19/86)   88.4    (m)          290.     (f) VERT ANG       
 OF2603
 OF2603.Superseded values are not recommended for survey control.
 OF2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2603.See file dsdata.txt to determine how the superseded data were derived.
 OF2603
 OF2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7341297448(NAD 83)
 OF2603_MARKER: DE = TRAVERSE STATION DISK
 OF2603_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2603
 OF2603  HISTORY     - Date     Condition        Report By
 OF2603  HISTORY     - 1974     MONUMENTED       NY-055
 OF2603
 OF2603                          STATION DESCRIPTION
 OF2603
 OF2603'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2603'IN PARMA ON E SIDE OF NORTH AVE, 0.5 MI N OF WEST AVE, 0.45 MI S OF
 OF2603'DUNBAR RD, 18.7 FT E OF CL OF NORTH AVE, 1.5 FT E OF EDGE OF PAVEMENT,
 OF2603'59.4 FT NE OF UTILITY POLE RGE 29 27, AND 1.3 FT W OF MONROE COUNTY
 OF2603'WITNESS POST.  STATION IS A STANDARD MCGS DISK STAMPED---2927---IN
 OF2603'CONCRETE POST 1.3 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2600 ***********************************************************************
 OF2600  DESIGNATION -  2928
 OF2600  PID         -  OF2600
 OF2600  STATE/COUNTY-  NY/MONROE
 OF2600  USGS QUAD   -  HILTON (1976)
 OF2600
 OF2600                         *CURRENT SURVEY CONTROL
 OF2600  ___________________________________________________________________
 OF2600* NAD 83(1996)-  43 17 34.05455(N)    077 47 35.78603(W)     ADJUSTED  
 OF2600* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 OF2600  ___________________________________________________________________
 OF2600  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OF2600  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2600
 OF2600  HORZ ORDER  -  SECOND
 OF2600
 OF2600.The horizontal coordinates were established by classical geodetic methods
 OF2600.and adjusted by the National Geodetic Survey in January 1999..
 OF2600
 OF2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2600
 OF2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2600
 OF2600.The geoid height was determined by GEOID03.
 OF2600
 OF2600;                    North         East     Units Scale Factor Converg.
 OF2600;SPC NY W     -   365,999.116   414,111.593   MT  0.99998804   +0 32 30.4
 OF2600;SPC NY W     - 1,200,782.10  1,358,631.12   sFT  0.99998804   +0 32 30.4
 OF2600;UTM  18      - 4,797,118.955   273,403.403   MT  1.00023166   -1 54 58.4
 OF2600
 OF2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2600!SPC NY W     -   0.99999262  x   0.99998804  =   0.99998066
 OF2600!UTM  18      -   0.99999262  x   1.00023166  =   1.00022428
 OF2600
 OF2600|---------------------------------------------------------------------|
 OF2600| PID    Reference Object                     Distance      Geod. Az  |
 OF2600|                                                           dddmmss.s |
 OF2600| OF2594 2929                                308.742 METERS 17528     |
 OF2600| OF2603 2927                                328.738 METERS 35936     |
 OF2600|---------------------------------------------------------------------|
 OF2600
 OF2600                          SUPERSEDED SURVEY CONTROL
 OF2600
 OF2600  NAD 83(1986)-  43 17 34.06127(N)    077 47 35.78506(W) AD(       ) 2
 OF2600  NAD 27      -  43 17 33.84386(N)    077 47 36.75287(W) AD(       ) 2
 OF2600  NGVD 29 (07/19/86)   83.0    (m)          272.     (f) VERT ANG       
 OF2600
 OF2600.Superseded values are not recommended for survey control.
 OF2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2600.See file dsdata.txt to determine how the superseded data were derived.
 OF2600
 OF2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7340397119(NAD 83)
 OF2600_MARKER: DE = TRAVERSE STATION DISK
 OF2600_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2600
 OF2600  HISTORY     - Date     Condition        Report By
 OF2600  HISTORY     - 1974     MONUMENTED       NY-055
 OF2600
 OF2600                          STATION DESCRIPTION
 OF2600
 OF2600'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2600'IN PARMA ON W SIDE OF NORTH AVE, 0.3 MI N OF WEST AVE, 0.65 MI S OF
 OF2600'DUNBAR RD, 18.7 FT W OF CL OF NORTH AVE, 1.3 FT W OF CONCRETE CURB,
 OF2600'38.1 FT S OF S RANGE LINE OF OPEN PORCH OF HSE NO 233, AND 2.0 FT E OF
 OF2600'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2600'STAMPED---2928---IN CONCRETE POST 1.1 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2594 ***********************************************************************
 OF2594  DESIGNATION -  2929
 OF2594  PID         -  OF2594
 OF2594  STATE/COUNTY-  NY/MONROE
 OF2594  USGS QUAD   -  HILTON (1976)
 OF2594
 OF2594                         *CURRENT SURVEY CONTROL
 OF2594  ___________________________________________________________________
 OF2594* NAD 83(1996)-  43 17 24.08136(N)    077 47 34.70513(W)     ADJUSTED  
 OF2594* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 OF2594  ___________________________________________________________________
 OF2594  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 OF2594  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2594
 OF2594  HORZ ORDER  -  SECOND
 OF2594
 OF2594.The horizontal coordinates were established by classical geodetic methods
 OF2594.and adjusted by the National Geodetic Survey in January 1999..
 OF2594
 OF2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2594
 OF2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2594
 OF2594.The geoid height was determined by GEOID03.
 OF2594
 OF2594;                    North         East     Units Scale Factor Converg.
 OF2594;SPC NY W     -   365,691.584   414,138.869   MT  0.99998809   +0 32 31.1
 OF2594;SPC NY W     - 1,199,773.14  1,358,720.61   sFT  0.99998809   +0 32 31.1
 OF2594;UTM  18      - 4,796,810.461   273,417.468   MT  1.00023158   -1 54 57.4
 OF2594
 OF2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2594!SPC NY W     -   0.99999217  x   0.99998809  =   0.99998026
 OF2594!UTM  18      -   0.99999217  x   1.00023158  =   1.00022374
 OF2594
 OF2594                          SUPERSEDED SURVEY CONTROL
 OF2594
 OF2594  NAD 83(1986)-  43 17 24.08811(N)    077 47 34.70415(W) AD(       ) 2
 OF2594  NAD 27      -  43 17 23.87073(N)    077 47 35.67218(W) AD(       ) 2
 OF2594  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 OF2594
 OF2594.Superseded values are not recommended for survey control.
 OF2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2594.See file dsdata.txt to determine how the superseded data were derived.
 OF2594
 OF2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7341796810(NAD 83)
 OF2594_MARKER: DE = TRAVERSE STATION DISK
 OF2594_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2594
 OF2594  HISTORY     - Date     Condition        Report By
 OF2594  HISTORY     - 1974     MONUMENTED       NY-055
 OF2594
 OF2594                          STATION DESCRIPTION
 OF2594
 OF2594'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2594'IN PARMA ON E SIDE OF NORTH AVE, 0.1 MI N OF WEST AVE, 18.7 FT E OF CL
 OF2594'OF NORTH AVE, 1.4 FT E OF EDGE OF PAVEMENT, AND 5.8 FT N OF UTILITY
 OF2594'POLE 302 12.  STATION IS A STANDARD MCGS DISK STAMPED---2929---IN
 OF2594'CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2622 ***********************************************************************
 OF2622  DESIGNATION -  2930
 OF2622  PID         -  OF2622
 OF2622  STATE/COUNTY-  NY/MONROE
 OF2622  USGS QUAD   -  HILTON (1976)
 OF2622
 OF2622                         *CURRENT SURVEY CONTROL
 OF2622  ___________________________________________________________________
 OF2622* NAD 83(1996)-  43 18 39.55949(N)    077 46 39.61716(W)     ADJUSTED  
 OF2622* NAVD 88     -        89.3    (meters)     293.     (feet)  VERTCON   
 OF2622  ___________________________________________________________________
 OF2622  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 OF2622  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF2622
 OF2622  HORZ ORDER  -  SECOND
 OF2622
 OF2622.The horizontal coordinates were established by classical geodetic methods
 OF2622.and adjusted by the National Geodetic Survey in January 1999..
 OF2622
 OF2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2622
 OF2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2622
 OF2622.The geoid height was determined by GEOID03.
 OF2622
 OF2622;                    North         East     Units Scale Factor Converg.
 OF2622;SPC NY W     -   368,032.622   415,358.208   MT  0.99999003   +0 33 09.6
 OF2622;SPC NY W     - 1,207,453.69  1,362,721.05   sFT  0.99999003   +0 33 09.6
 OF2622;UTM  18      - 4,799,097.590   274,736.415   MT  1.00022425   -1 54 22.2
 OF2622
 OF2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2622!SPC NY W     -   0.99999161  x   0.99999003  =   0.99998164
 OF2622!UTM  18      -   0.99999161  x   1.00022425  =   1.00021586
 OF2622
 OF2622|---------------------------------------------------------------------|
 OF2622| PID    Reference Object                     Distance      Geod. Az  |
 OF2622|                                                           dddmmss.s |
 OF2622| OF2623 2931                                235.424 METERS 08717     |
 OF2622| OF2625 2936                                APPROX. 1.2 KM 0881219.4 |
 OF2622|---------------------------------------------------------------------|
 OF2622
 OF2622                          SUPERSEDED SURVEY CONTROL
 OF2622
 OF2622  NAD 83(1986)-  43 18 39.56616(N)    077 46 39.61617(W) AD(       ) 2
 OF2622  NAD 27      -  43 18 39.34867(N)    077 46 40.58474(W) AD(       ) 2
 OF2622  NGVD 29 (07/19/86)   89.5    (m)          294.     (f) VERT ANG       
 OF2622
 OF2622.Superseded values are not recommended for survey control.
 OF2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2622.See file dsdata.txt to determine how the superseded data were derived.
 OF2622
 OF2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7473699098(NAD 83)
 OF2622_MARKER: DE = TRAVERSE STATION DISK
 OF2622_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2622
 OF2622  HISTORY     - Date     Condition        Report By
 OF2622  HISTORY     - 1974     MONUMENTED       NY-055
 OF2622
 OF2622                          STATION DESCRIPTION
 OF2622
 OF2622'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2622'IN PARMA ON S SIDE OF CURTIS RD, 0.8 MI E OF NORTH AVE, 0.15 MI W OF
 OF2622'BENNETT RD, 16.2 FT S OF CL OF CURTIS RD, 6.0 FT S OF EDGE OF PAVEMENT
 OF2622'45.3 FT E OF UTILITY POLE RGE 29B, OTC 23A, AND 2.1 FT N OF MONROE
 OF2622'COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2622'STAMPED---2930---IN CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2623 ***********************************************************************
 OF2623  DESIGNATION -  2931
 OF2623  PID         -  OF2623
 OF2623  STATE/COUNTY-  NY/MONROE
 OF2623  USGS QUAD   -  HILTON (1976)
 OF2623
 OF2623                         *CURRENT SURVEY CONTROL
 OF2623  ___________________________________________________________________
 OF2623* NAD 83(1996)-  43 18 39.92066(N)    077 46 29.18216(W)     ADJUSTED  
 OF2623* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 OF2623  ___________________________________________________________________
 OF2623  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 OF2623  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF2623
 OF2623  HORZ ORDER  -  SECOND
 OF2623
 OF2623.The horizontal coordinates were established by classical geodetic methods
 OF2623.and adjusted by the National Geodetic Survey in January 1999..
 OF2623
 OF2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2623
 OF2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2623
 OF2623.The geoid height was determined by GEOID03.
 OF2623
 OF2623;                    North         East     Units Scale Factor Converg.
 OF2623;SPC NY W     -   368,046.040   415,593.247   MT  0.99999041   +0 33 16.8
 OF2623;SPC NY W     - 1,207,497.72  1,363,492.18   sFT  0.99999041   +0 33 16.8
 OF2623;UTM  18      - 4,799,100.912   274,971.868   MT  1.00022294   -1 54 15.0
 OF2623
 OF2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2623!SPC NY W     -   0.99999218  x   0.99999041  =   0.99998259
 OF2623!UTM  18      -   0.99999218  x   1.00022294  =   1.00021512
 OF2623
 OF2623:                Primary Azimuth Mark                     Grid Az
 OF2623:SPC NY W     -  2937                                     087 41 57.0
 OF2623:UTM  18      -  2937                                     090 09 28.8
 OF2623
 OF2623|---------------------------------------------------------------------|
 OF2623| PID    Reference Object                     Distance      Geod. Az  |
 OF2623|                                                           dddmmss.s |
 OF2623| OF2628 2937                                APPROX. 1.5 KM 0881513.8 |
 OF2623| OF2622 2930                                235.424 METERS 26717     |
 OF2623|---------------------------------------------------------------------|
 OF2623
 OF2623                          SUPERSEDED SURVEY CONTROL
 OF2623
 OF2623  NAD 83(1986)-  43 18 39.92734(N)    077 46 29.18113(W) AD(       ) 2
 OF2623  NAD 27      -  43 18 39.70979(N)    077 46 30.14976(W) AD(       ) 2
 OF2623  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 OF2623
 OF2623.Superseded values are not recommended for survey control.
 OF2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2623.See file dsdata.txt to determine how the superseded data were derived.
 OF2623
 OF2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7497299101(NAD 83)
 OF2623_MARKER: DE = TRAVERSE STATION DISK
 OF2623_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2623
 OF2623  HISTORY     - Date     Condition        Report By
 OF2623  HISTORY     - 1974     MONUMENTED       NY-055
 OF2623
 OF2623                          STATION DESCRIPTION
 OF2623
 OF2623'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2623'IN PARMA ON SW CORNER OF INTERSECTION OF CURTIS RD AND BENNETT RD,
 OF2623'13.0 FT S OF CL OF CURTIS RD, 13.3 FT W OF CL OF BENNETT RD.  STATION
 OF2623'IS A STANDARD MCGS DISK STAMPED---2931---IN CONCRETE POST WITH CAST
 OF2623'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2615 ***********************************************************************
 OF2615  DESIGNATION -  2932
 OF2615  PID         -  OF2615
 OF2615  STATE/COUNTY-  NY/MONROE
 OF2615  USGS QUAD   -  HILTON (1976)
 OF2615
 OF2615                         *CURRENT SURVEY CONTROL
 OF2615  ___________________________________________________________________
 OF2615* NAD 83(1996)-  43 18 14.51004(N)    077 46 28.16517(W)     ADJUSTED  
 OF2615* NAVD 88     -        80.0    (meters)     262.     (feet)  VERTCON   
 OF2615  ___________________________________________________________________
 OF2615  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 OF2615  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF2615
 OF2615  HORZ ORDER  -  SECOND
 OF2615
 OF2615.The horizontal coordinates were established by classical geodetic methods
 OF2615.and adjusted by the National Geodetic Survey in January 1999..
 OF2615
 OF2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2615
 OF2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2615
 OF2615.The geoid height was determined by GEOID03.
 OF2615
 OF2615;                    North         East     Units Scale Factor Converg.
 OF2615;SPC NY W     -   367,262.115   415,623.758   MT  0.99999046   +0 33 17.2
 OF2615;SPC NY W     - 1,204,925.79  1,363,592.28   sFT  0.99999046   +0 33 17.2
 OF2615;UTM  18      - 4,798,316.218   274,968.721   MT  1.00022296   -1 54 13.4
 OF2615
 OF2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2615!SPC NY W     -   0.99999307  x   0.99999046  =   0.99998353
 OF2615!UTM  18      -   0.99999307  x   1.00022296  =   1.00021603
 OF2615
 OF2615:                Primary Azimuth Mark                     Grid Az
 OF2615:SPC NY W     -  2933                                     176 59 25.3
 OF2615:UTM  18      -  2933                                     179 26 55.9
 OF2615
 OF2615|---------------------------------------------------------------------|
 OF2615| PID    Reference Object                     Distance      Geod. Az  |
 OF2615|                                                           dddmmss.s |
 OF2615| OF2607 2933                                APPROX. 0.5 KM 1773242.5 |
 OF2615|---------------------------------------------------------------------|
 OF2615
 OF2615                          SUPERSEDED SURVEY CONTROL
 OF2615
 OF2615  NAD 83(1986)-  43 18 14.51676(N)    077 46 28.16413(W) AD(       ) 2
 OF2615  NAD 27      -  43 18 14.29913(N)    077 46 29.13291(W) AD(       ) 2
 OF2615  NGVD 29 (07/19/86)   80.2    (m)          263.     (f) VERT ANG       
 OF2615
 OF2615.Superseded values are not recommended for survey control.
 OF2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2615.See file dsdata.txt to determine how the superseded data were derived.
 OF2615
 OF2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7496998316(NAD 83)
 OF2615_MARKER: DE = TRAVERSE STATION DISK
 OF2615_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2615
 OF2615  HISTORY     - Date     Condition        Report By
 OF2615  HISTORY     - 1974     MONUMENTED       NY-055
 OF2615
 OF2615                          STATION DESCRIPTION
 OF2615
 OF2615'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2615'IN PARMA ON W SIDE OF BENNETT RD, 0.8 MI N OF WILDER RD, 0.45 MI S OF
 OF2615'CURTIS RD, 14.0 FT W OF CL OF BENNETT RD, 3.5 FT W OF EDGE OF PAVEMENT
 OF2615'20.0 FT E OF UTILITY POLE RGE 23 OTC 23, AND 5.8 FT E OF MONROE COUNTY
 OF2615'WITNESS POST.  STATION IS A STANDARD MCGS DISK STAMPED---2932---IN
 OF2615'CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2607 ***********************************************************************
 OF2607  DESIGNATION -  2933
 OF2607  PID         -  OF2607
 OF2607  STATE/COUNTY-  NY/MONROE
 OF2607  USGS QUAD   -  HILTON (1976)
 OF2607
 OF2607                         *CURRENT SURVEY CONTROL
 OF2607  ___________________________________________________________________
 OF2607* NAD 83(1996)-  43 17 57.74139(N)    077 46 27.18089(W)     ADJUSTED  
 OF2607* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 OF2607  ___________________________________________________________________
 OF2607  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 OF2607  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF2607
 OF2607  HORZ ORDER  -  SECOND
 OF2607
 OF2607.The horizontal coordinates were established by classical geodetic methods
 OF2607.and adjusted by the National Geodetic Survey in January 1999..
 OF2607
 OF2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2607
 OF2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2607
 OF2607.The geoid height was determined by GEOID03.
 OF2607
 OF2607;                    North         East     Units Scale Factor Converg.
 OF2607;SPC NY W     -   366,744.866   415,650.952   MT  0.99999050   +0 33 17.7
 OF2607;SPC NY W     - 1,203,228.78  1,363,681.50   sFT  0.99999050   +0 33 17.7
 OF2607;UTM  18      - 4,797,798.158   274,973.704   MT  1.00022294   -1 54 12.2
 OF2607
 OF2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2607!SPC NY W     -   0.99999300  x   0.99999050  =   0.99998350
 OF2607!UTM  18      -   0.99999300  x   1.00022294  =   1.00021594
 OF2607
 OF2607|---------------------------------------------------------------------|
 OF2607| PID    Reference Object                     Distance      Geod. Az  |
 OF2607|                                                           dddmmss.s |
 OF2607| OF2604 2934                                360.047 METERS 18608     |
 OF2607| OF2615 2932                                APPROX. 0.5 KM 3573243.2 |
 OF2607| OF2623 2931                                APPROX. 1.3 KM 3580056.3 |
 OF2607|---------------------------------------------------------------------|
 OF2607
 OF2607                          SUPERSEDED SURVEY CONTROL
 OF2607
 OF2607  NAD 83(1986)-  43 17 57.74813(N)    077 46 27.17983(W) AD(       ) 2
 OF2607  NAD 27      -  43 17 57.53041(N)    077 46 28.14869(W) AD(       ) 2
 OF2607  NGVD 29 (07/19/86)   80.6    (m)          264.     (f) VERT ANG       
 OF2607
 OF2607.Superseded values are not recommended for survey control.
 OF2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2607.See file dsdata.txt to determine how the superseded data were derived.
 OF2607
 OF2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7497497798(NAD 83)
 OF2607_MARKER: DE = TRAVERSE STATION DISK
 OF2607_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2607
 OF2607  HISTORY     - Date     Condition        Report By
 OF2607  HISTORY     - 1974     MONUMENTED       NY-055
 OF2607
 OF2607                          STATION DESCRIPTION
 OF2607
 OF2607'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2607'IN PARMA ON E SIDE OF BENNETT RD, 0.5 MI N OF WILDER RD, 0.75 MI S OF
 OF2607'CURTIS RD, 15.4 FT E OF CL OF BENNETT RD, 5.5 FT E OF EDGE OF PAVEMENT
 OF2607'AND 1.5 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2607'MCGS DISK STAMPED---2933---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2604 ***********************************************************************
 OF2604  DESIGNATION -  2934
 OF2604  PID         -  OF2604
 OF2604  STATE/COUNTY-  NY/MONROE
 OF2604  USGS QUAD   -  HILTON (1976)
 OF2604
 OF2604                         *CURRENT SURVEY CONTROL
 OF2604  ___________________________________________________________________
 OF2604* NAD 83(1996)-  43 17 46.14140(N)    077 46 28.88835(W)     ADJUSTED  
 OF2604* NAVD 88     -        77.2    (meters)     253.     (feet)  VERTCON   
 OF2604  ___________________________________________________________________
 OF2604  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OF2604  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF2604
 OF2604  HORZ ORDER  -  SECOND
 OF2604
 OF2604.The horizontal coordinates were established by classical geodetic methods
 OF2604.and adjusted by the National Geodetic Survey in January 1999..
 OF2604
 OF2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2604
 OF2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2604
 OF2604.The geoid height was determined by GEOID03.
 OF2604
 OF2604;                    North         East     Units Scale Factor Converg.
 OF2604;SPC NY W     -   366,386.530   415,615.933   MT  0.99999044   +0 33 16.4
 OF2604;SPC NY W     - 1,202,053.14  1,363,566.61   sFT  0.99999044   +0 33 16.4
 OF2604;UTM  18      - 4,797,441.571   274,923.337   MT  1.00022321   -1 54 12.9
 OF2604
 OF2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2604!SPC NY W     -   0.99999350  x   0.99999044  =   0.99998395
 OF2604!UTM  18      -   0.99999350  x   1.00022321  =   1.00021671
 OF2604
 OF2604|---------------------------------------------------------------------|
 OF2604| PID    Reference Object                     Distance      Geod. Az  |
 OF2604|                                                           dddmmss.s |
 OF2604| OF2607 2933                                360.047 METERS 00608     |
 OF2604| OF2602 2935                                266.863 METERS 20114     |
 OF2604|---------------------------------------------------------------------|
 OF2604
 OF2604                          SUPERSEDED SURVEY CONTROL
 OF2604
 OF2604  NAD 83(1986)-  43 17 46.14819(N)    077 46 28.88729(W) AD(       ) 2
 OF2604  NAD 27      -  43 17 45.93055(N)    077 46 29.85609(W) AD(       ) 2
 OF2604  NGVD 29 (07/19/86)   77.4    (m)          254.     (f) VERT ANG       
 OF2604
 OF2604.Superseded values are not recommended for survey control.
 OF2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2604.See file dsdata.txt to determine how the superseded data were derived.
 OF2604
 OF2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7492397442(NAD 83)
 OF2604_MARKER: DE = TRAVERSE STATION DISK
 OF2604_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2604
 OF2604  HISTORY     - Date     Condition        Report By
 OF2604  HISTORY     - 1974     MONUMENTED       NY-055
 OF2604
 OF2604                          STATION DESCRIPTION
 OF2604
 OF2604'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2604'IN PARMA ON E SIDE OF BENNETT RD, 0.25 MI N OF WILDER RD, 1.0 MI S OF
 OF2604'CURTIS RD, 16.4 FT E OF CL OF BENNETT RD, 5.6 FT E OF EDGE OF PAVEMENT
 OF2604'75.6 FT N OF UTILITY POLE RGE 7A OTC 7A, AND 6.8 FT W OF MONROE COUNTY
 OF2604'WITNESS POST.  STATION IS A STANDARD MCGS DISK STAMPED---2934---IN
 OF2604'CONCRETE POST 0.5 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2602 ***********************************************************************
 OF2602  DESIGNATION -  2935
 OF2602  PID         -  OF2602
 OF2602  STATE/COUNTY-  NY/MONROE
 OF2602  USGS QUAD   -  HILTON (1976)
 OF2602
 OF2602                         *CURRENT SURVEY CONTROL
 OF2602  ___________________________________________________________________
 OF2602* NAD 83(1996)-  43 17 38.08129(N)    077 46 33.17662(W)     ADJUSTED  
 OF2602* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 OF2602  ___________________________________________________________________
 OF2602  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 OF2602  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF2602
 OF2602  HORZ ORDER  -  SECOND
 OF2602
 OF2602.The horizontal coordinates were established by classical geodetic methods
 OF2602.and adjusted by the National Geodetic Survey in January 1999..
 OF2602
 OF2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2602
 OF2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2602
 OF2602.The geoid height was determined by GEOID03.
 OF2602
 OF2602;                    North         East     Units Scale Factor Converg.
 OF2602;SPC NY W     -   366,136.869   415,521.680   MT  0.99999029   +0 33 13.4
 OF2602;SPC NY W     - 1,201,234.04  1,363,257.38   sFT  0.99999029   +0 33 13.4
 OF2602;UTM  18      - 4,797,196.124   274,818.438   MT  1.00022380   -1 54 15.6
 OF2602
 OF2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2602!SPC NY W     -   0.99999299  x   0.99999029  =   0.99998328
 OF2602!UTM  18      -   0.99999299  x   1.00022380  =   1.00021678
 OF2602
 OF2602                          SUPERSEDED SURVEY CONTROL
 OF2602
 OF2602  NAD 83(1986)-  43 17 38.08813(N)    077 46 33.17553(W) AD(       ) 2
 OF2602  NAD 27      -  43 17 37.87050(N)    077 46 34.14417(W) AD(       ) 2
 OF2602  NGVD 29 (07/19/86)   80.7    (m)          265.     (f) VERT ANG       
 OF2602
 OF2602.Superseded values are not recommended for survey control.
 OF2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2602.See file dsdata.txt to determine how the superseded data were derived.
 OF2602
 OF2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7481897196(NAD 83)
 OF2602_MARKER: DE = TRAVERSE STATION DISK
 OF2602_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2602
 OF2602  HISTORY     - Date     Condition        Report By
 OF2602  HISTORY     - 1974     MONUMENTED       NY-055
 OF2602
 OF2602                          STATION DESCRIPTION
 OF2602
 OF2602'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2602'IN PARMA ON S SIDE OF BENNETT RD, 0.1 MI NE OF WILDER RD, 1.15 MI S OF
 OF2602'CURTIS RD, 15.3 FT SE OF CL OF BENNETT RD, 6.2 FT SE OF EDGE OF
 OF2602'PAVEMENT, 54.8 FT SE OF UTILITY POLE RGE 3 OTC 3, AND 5.6 FT NW OF
 OF2602'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2602'STAMPED---2935---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2625 ***********************************************************************
 OF2625  DESIGNATION -  2936
 OF2625  PID         -  OF2625
 OF2625  STATE/COUNTY-  NY/MONROE
 OF2625  USGS QUAD   -  HILTON (1976)
 OF2625
 OF2625                         *CURRENT SURVEY CONTROL
 OF2625  ___________________________________________________________________
 OF2625* NAD 83(1996)-  43 18 40.81431(N)    077 45 44.61212(W)     ADJUSTED  
 OF2625* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 OF2625  ___________________________________________________________________
 OF2625  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 OF2625  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF2625
 OF2625  HORZ ORDER  -  SECOND
 OF2625
 OF2625.The horizontal coordinates were established by classical geodetic methods
 OF2625.and adjusted by the National Geodetic Survey in January 1999..
 OF2625
 OF2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2625
 OF2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2625
 OF2625.The geoid height was determined by GEOID03.
 OF2625
 OF2625;                    North         East     Units Scale Factor Converg.
 OF2625;SPC NY W     -   368,083.415   416,597.335   MT  0.99999204   +0 33 47.4
 OF2625;SPC NY W     - 1,207,620.34  1,366,786.42   sFT  0.99999204   +0 33 47.4
 OF2625;UTM  18      - 4,799,095.174   275,976.865   MT  1.00021739   -1 53 44.5
 OF2625
 OF2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2625!SPC NY W     -   0.99999185  x   0.99999204  =   0.99998389
 OF2625!UTM  18      -   0.99999185  x   1.00021739  =   1.00020924
 OF2625
 OF2625:                Primary Azimuth Mark                     Grid Az
 OF2625:SPC NY W     -  GATES MUN TANK                           160 57 52.4
 OF2625:UTM  18      -  GATES MUN TANK                           163 25 24.3
 OF2625
 OF2625|---------------------------------------------------------------------|
 OF2625| PID    Reference Object                     Distance      Geod. Az  |
 OF2625|                                                           dddmmss.s |
 OF2625| OF2308 GATES MUN TANK                      APPROX.17.5 KM 1613139.8 |
 OF2625|---------------------------------------------------------------------|
 OF2625
 OF2625                          SUPERSEDED SURVEY CONTROL
 OF2625
 OF2625  NAD 83(1986)-  43 18 40.82100(N)    077 45 44.61115(W) AD(       ) 2
 OF2625  NAD 27      -  43 18 40.60319(N)    077 45 45.58126(W) AD(       ) 2
 OF2625  NGVD 29 (07/19/86)   88.0    (m)          289.     (f) VERT ANG       
 OF2625
 OF2625.Superseded values are not recommended for survey control.
 OF2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2625.See file dsdata.txt to determine how the superseded data were derived.
 OF2625
 OF2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7597799095(NAD 83)
 OF2625_MARKER: DE = TRAVERSE STATION DISK
 OF2625_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2625
 OF2625  HISTORY     - Date     Condition        Report By
 OF2625  HISTORY     - 1974     MONUMENTED       NY-055
 OF2625
 OF2625                          STATION DESCRIPTION
 OF2625
 OF2625'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2625'IN PARMA ON S SIDE OF CURTIS RD, CORNER OF LIGHTHOUSE RD, 14.3 FT S OF
 OF2625'CL OF CURTIS RD, 3.9 FT S OF EDGE OF PAVEMENT, 62.3 FT SW OF UTILITY
 OF2625'POLE RGE 14 OTC 326 1, AND 2.3 FT N OF MONROE COUNTY WITNESS POST.
 OF2625'STATION IS A STANDARD MCGS DISK STAMPED---2936---IN CONCRETE POST 1.0
 OF2625'FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2628 ***********************************************************************
 OF2628  DESIGNATION -  2937
 OF2628  PID         -  OF2628
 OF2628  STATE/COUNTY-  NY/MONROE
 OF2628  USGS QUAD   -  HILTON (1976)
 OF2628
 OF2628                         *CURRENT SURVEY CONTROL
 OF2628  ___________________________________________________________________
 OF2628* NAD 83(1996)-  43 18 41.40951(N)    077 45 22.05662(W)     ADJUSTED  
 OF2628* NAVD 88     -        92.1    (meters)     302.     (feet)  VERTCON   
 OF2628  ___________________________________________________________________
 OF2628  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 OF2628  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF2628
 OF2628  HORZ ORDER  -  SECOND
 OF2628
 OF2628.The horizontal coordinates were established by classical geodetic methods
 OF2628.and adjusted by the National Geodetic Survey in January 1999..
 OF2628
 OF2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2628
 OF2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2628
 OF2628.The geoid height was determined by GEOID03.
 OF2628
 OF2628;                    North         East     Units Scale Factor Converg.
 OF2628;SPC NY W     -   368,106.797   417,105.425   MT  0.99999287   +0 34 02.8
 OF2628;SPC NY W     - 1,207,697.05  1,368,453.38   sFT  0.99999287   +0 34 02.8
 OF2628;UTM  18      - 4,799,096.738   276,485.605   MT  1.00021459   -1 53 29.0
 OF2628
 OF2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2628!SPC NY W     -   0.99999118  x   0.99999287  =   0.99998405
 OF2628!UTM  18      -   0.99999118  x   1.00021459  =   1.00020577
 OF2628
 OF2628:                Primary Azimuth Mark                     Grid Az
 OF2628:SPC NY W     -  ROCHESTER TV STA WROC WHEC TWR           143 43 31.5
 OF2628:UTM  18      -  ROCHESTER TV STA WROC WHEC TWR           146 11 03.3
 OF2628
 OF2628|---------------------------------------------------------------------|
 OF2628| PID    Reference Object                     Distance      Geod. Az  |
 OF2628|                                                           dddmmss.s |
 OF2628| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX.24.0 KM 1441734.3 |
 OF2628| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX.24.1 KM 1442219.5 |
 OF2628| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX.20.1 KM 1462709.9 |
 OF2628|---------------------------------------------------------------------|
 OF2628
 OF2628                          SUPERSEDED SURVEY CONTROL
 OF2628
 OF2628  NAD 83(1986)-  43 18 41.41621(N)    077 45 22.05559(W) AD(       ) 2
 OF2628  NAD 27      -  43 18 41.19820(N)    077 45 23.02602(W) AD(       ) 2
 OF2628  NGVD 29 (07/19/86)   92.3    (m)          303.     (f) VERT ANG       
 OF2628
 OF2628.Superseded values are not recommended for survey control.
 OF2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2628.See file dsdata.txt to determine how the superseded data were derived.
 OF2628
 OF2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7648699097(NAD 83)
 OF2628_MARKER: DE = TRAVERSE STATION DISK
 OF2628_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2628
 OF2628  HISTORY     - Date     Condition        Report By
 OF2628  HISTORY     - 1974     MONUMENTED       NY-055
 OF2628
 OF2628                          STATION DESCRIPTION
 OF2628
 OF2628'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2628'IN PARMA ON N SIDE OF CURTIS RD, 0.3 MI E OF LIGHTHOUSE RD, 0.4 MI W
 OF2628'OF MANITOU AND PAYNE BEACH RD, 12.5 FT N OF CL OF CURTIS RD, 3.6 FT N
 OF2628'OF EDGE OF PAVEMENT, 92.5 FT SE OF UTILITY POLE RGE 88, AND 11.5 FT S
 OF2628'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2628'STAMPED---2937---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1723 ***********************************************************************
 OF1723  DESIGNATION -  2939
 OF1723  PID         -  OF1723
 OF1723  STATE/COUNTY-  NY/MONROE
 OF1723  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1723
 OF1723                         *CURRENT SURVEY CONTROL
 OF1723  ___________________________________________________________________
 OF1723* NAD 83(1996)-  43 18 14.75624(N)    077 44 55.89271(W)     ADJUSTED  
 OF1723* NAVD 88     -        77.1    (meters)     253.     (feet)  VERTCON   
 OF1723  ___________________________________________________________________
 OF1723  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 OF1723  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1723
 OF1723  HORZ ORDER  -  SECOND
 OF1723
 OF1723.The horizontal coordinates were established by classical geodetic methods
 OF1723.and adjusted by the National Geodetic Survey in January 1999..
 OF1723
 OF1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1723
 OF1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1723
 OF1723.The geoid height was determined by GEOID03.
 OF1723
 OF1723;                    North         East     Units Scale Factor Converg.
 OF1723;SPC NY W     -   367,290.168   417,703.227   MT  0.99999386   +0 34 20.5
 OF1723;SPC NY W     - 1,205,017.83  1,370,414.67   sFT  0.99999386   +0 34 20.5
 OF1723;UTM  18      - 4,798,255.031   277,047.947   MT  1.00021150   -1 53 10.1
 OF1723
 OF1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1723!SPC NY W     -   0.99999353  x   0.99999386  =   0.99998739
 OF1723!UTM  18      -   0.99999353  x   1.00021150  =   1.00020503
 OF1723
 OF1723:                Primary Azimuth Mark                     Grid Az
 OF1723:SPC NY W     -  2937                                     323 47 40.5
 OF1723:UTM  18      -  2937                                     326 15 11.1
 OF1723
 OF1723|---------------------------------------------------------------------|
 OF1723| PID    Reference Object                     Distance      Geod. Az  |
 OF1723|                                                           dddmmss.s |
 OF1723| OF2628 2937                                APPROX. 1.0 KM 3242201.0 |
 OF1723|---------------------------------------------------------------------|
 OF1723
 OF1723                          SUPERSEDED SURVEY CONTROL
 OF1723
 OF1723  NAD 83(1986)-  43 18 14.76292(N)    077 44 55.89169(W) AD(       ) 2
 OF1723  NAD 27      -  43 18 14.54433(N)    077 44 56.86352(W) AD(       ) 2
 OF1723  NGVD 29 (07/19/86)   77.3    (m)          254.     (f) VERT ANG       
 OF1723
 OF1723.Superseded values are not recommended for survey control.
 OF1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1723.See file dsdata.txt to determine how the superseded data were derived.
 OF1723
 OF1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7704898255(NAD 83)
 OF1723_MARKER: DE = TRAVERSE STATION DISK
 OF1723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1723
 OF1723  HISTORY     - Date     Condition        Report By
 OF1723  HISTORY     - 1974     MONUMENTED       NY-055
 OF1723  HISTORY     - 20020114 GOOD             NGS
 OF1723
 OF1723                          STATION DESCRIPTION
 OF1723
 OF1723'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1723'IN PARMA ON W SIDE OF MANITOU RD, 0.45 MI N OF HINCHER RD, 0.5 MI S OF
 OF1723'CURTIS RD, 14.9 FT W OF CL OF MANITOU RD, 46.6 FT SW OF UTILITY POLE
 OF1723'RGE 317 OTC 37, AND 1.2 FT E OF MONROE COUNTY WITNESS POST.  STATION
 OF1723'IS A STANDARD MCGS DISK STAMPED---2939---IN CONCRETE POST 0.1 FT BELOW
 OF1723'GRADE.
 OF1723
 OF1723                          STATION RECOVERY (2002)
 OF1723
 OF1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1723'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0043 ***********************************************************************
 NA0043  DESIGNATION -  294 USGS
 NA0043  PID         -  NA0043
 NA0043  STATE/COUNTY-  NY/MONTGOMERY
 NA0043  USGS QUAD   -  RANDALL (1980)
 NA0043
 NA0043                         *CURRENT SURVEY CONTROL
 NA0043  ___________________________________________________________________
 NA0043* NAD 83(1986)-  42 57 15.     (N)    074 22 31.     (W)     SCALED    
 NA0043* NAVD 88     -        89.538  (meters)     293.76   (feet)  ADJUSTED  
 NA0043  ___________________________________________________________________
 NA0043  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA0043  DYNAMIC HT  -          89.515 (meters)     293.68  (feet)  COMP
 NA0043  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 NA0043
 NA0043  VERT ORDER  -  FIRST     CLASS II
 NA0043
 NA0043.The horizontal coordinates were scaled from a topographic map and have
 NA0043.an estimated accuracy of +/- 6 seconds.
 NA0043
 NA0043.The orthometric height was determined by differential leveling
 NA0043.and adjusted by the National Geodetic Survey in June 1991..
 NA0043
 NA0043.The geoid height was determined by GEOID03.
 NA0043
 NA0043.The dynamic height is computed by dividing the NAVD 88
 NA0043.geopotential number by the normal gravity value computed on the
 NA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0043.degrees latitude (g = 980.6199 gals.).
 NA0043
 NA0043.The modeled gravity was interpolated from observed gravity values.
 NA0043
 NA0043;                    North         East    Units  Estimated Accuracy
 NA0043;SPC NY E     -   457,590.      160,180.      MT  (+/- 180 meters Scaled)
 NA0043
 NA0043                          SUPERSEDED SURVEY CONTROL
 NA0043
 NA0043  NGVD 29 (??/??/92)   89.704  (m)          294.30   (f) ADJ UNCH    1 2
 NA0043
 NA0043.Superseded values are not recommended for survey control.
 NA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0043.See file dsdata.txt to determine how the superseded data were derived.
 NA0043
 NA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN509559(NAD 83)
 NA0043_MARKER: DB = BENCH MARK DISK
 NA0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0043_SP_SET: BUILDING
 NA0043_MARK LOGO: USGS  
 NA0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0043+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 NA0043
 NA0043  HISTORY     - Date     Condition        Report By
 NA0043  HISTORY     - UNK      MONUMENTED       USGS
 NA0043  HISTORY     - 1931     GOOD             NGS
 NA0043  HISTORY     - 1981     GOOD             NGS
 NA0043  HISTORY     - 20010712 GOOD             USPSQD
 NA0043  HISTORY     - 20050902 GOOD             NYDT
 NA0043
 NA0043                          STATION DESCRIPTION
 NA0043
 NA0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0043'AT FONDA.
 NA0043'AT FONDA ON FACE OF WEST WALL OF MONTGOMERY COUNTY COURTHOUSE ABOUT 4
 NA0043'FEET ABOVE GROUND AND 4 FEET SOUTH OF NORTHWEST CORNER.
 NA0043
 NA0043                          STATION RECOVERY (1981)
 NA0043
 NA0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NA0043'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NA0043'IN FONDA, AT THE MONTGOMERY COUNTY COURTHOUSE ON RAILROAD STREET,
 NA0043'BETWEEN BROADWAY AND CENTER STREET, SET VERTICALLY IN THE WEST FACE OF
 NA0043'THE STONE FOUNDATION OF THE COURTHOUSE AND NEAR THE NORTHWEST CORNER
 NA0043'OF THE COURTHOUSE, 15.76 METERS (51.7 FEET) SOUTH OF THE SOUTH CURB OF
 NA0043'RAILROAD STREET, 0.60 METER (2.0 FEET) SOUTH OF THE NORTHWEST CORNER
 NA0043'OF THE COURTHOUSE.
 NA0043'THE MARK IS 0.3 M ABOVE GROUND.
 NA0043
 NA0043                          STATION RECOVERY (2001)
 NA0043
 NA0043'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA0043'RECOVERED IN GOOD CONDITION.
 NA0043
 NA0043                          STATION RECOVERY (2005)
 NA0043
 NA0043'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 NA0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1155 ***********************************************************************
 PG1155  DESIGNATION -  294 USGS
 PG1155  PID         -  PG1155
 PG1155  STATE/COUNTY-  NY/CLINTON
 PG1155  USGS QUAD   -  MORRISONVILLE (1966)
 PG1155
 PG1155                         *CURRENT SURVEY CONTROL
 PG1155  ___________________________________________________________________
 PG1155* NAD 83(1986)-  44 39 51.     (N)    073 30 51.     (W)     SCALED    
 PG1155* NAVD 88     -        89.589  (meters)     293.93   (feet)  ADJUSTED  
 PG1155  ___________________________________________________________________
 PG1155  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PG1155  DYNAMIC HT  -          89.583 (meters)     293.91  (feet)  COMP
 PG1155  MODELED GRAV-     980,554.6   (mgal)                       NAVD 88
 PG1155
 PG1155  VERT ORDER  -  FIRST     CLASS II
 PG1155
 PG1155.The horizontal coordinates were scaled from a topographic map and have
 PG1155.an estimated accuracy of +/- 6 seconds.
 PG1155
 PG1155.The orthometric height was determined by differential leveling
 PG1155.and adjusted by the National Geodetic Survey in June 1991..
 PG1155
 PG1155.The geoid height was determined by GEOID03.
 PG1155
 PG1155.The dynamic height is computed by dividing the NAVD 88
 PG1155.geopotential number by the normal gravity value computed on the
 PG1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1155.degrees latitude (g = 980.6199 gals.).
 PG1155
 PG1155.The modeled gravity was interpolated from observed gravity values.
 PG1155
 PG1155;                    North         East    Units  Estimated Accuracy
 PG1155;SPC NY E     -   648,030.      228,180.      MT  (+/- 180 meters Scaled)
 PG1155
 PG1155                          SUPERSEDED SURVEY CONTROL
 PG1155
 PG1155  NGVD 29 (??/??/??)   89.706  (m)          294.31   (f) ADJUSTED    1 2
 PG1155
 PG1155.Superseded values are not recommended for survey control.
 PG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1155.See file dsdata.txt to determine how the superseded data were derived.
 PG1155
 PG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ177467(NAD 83)
 PG1155_MARKER: DD = SURVEY DISK
 PG1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1155_SP_SET: CULVERT
 PG1155_STAMPING: 294
 PG1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1155
 PG1155  HISTORY     - Date     Condition        Report By
 PG1155  HISTORY     - UNK      MONUMENTED       USGS
 PG1155  HISTORY     - 1955     GOOD             CGS
 PG1155  HISTORY     - 1963     GOOD             CGS
 PG1155
 PG1155                          STATION DESCRIPTION
 PG1155
 PG1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG1155'3.0 MI E FROM MORRISONVILLE.
 PG1155'ABOUT 3.0 MILES EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG1155'STATION AT MORRISONVILLE, ABOUT 195 YARDS NORTHWEST OF MILE POST P 7 -
 PG1155'LP 76, ABOUT 515 YARDS NORTHWEST OF A BLACK TOP ROAD CROSSING, IN THE
 PG1155'TOP OF THE NORTHWEST END OF NORTHEAST HEAD WALL OF A CONCRETE CULVERT,
 PG1155'14 1/2 FEET NORTHEAST OF NORTHEAST RAIL AND ABOUT 4 1/2 FEET BELOW
 PG1155'LEVEL OF TRACK.
 PG1155
 PG1155                          STATION RECOVERY (1963)
 PG1155
 PG1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 PG1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2584 ***********************************************************************
 OF2584  DESIGNATION -  2940
 OF2584  PID         -  OF2584
 OF2584  STATE/COUNTY-  NY/MONROE
 OF2584  USGS QUAD   -  HILTON (1976)
 OF2584
 OF2584                         *CURRENT SURVEY CONTROL
 OF2584  ___________________________________________________________________
 OF2584* NAD 83(1996)-  43 17 15.86442(N)    077 48 50.51086(W)     ADJUSTED  
 OF2584* NAVD 88     -        86.5    (meters)     284.     (feet)  VERTCON   
 OF2584  ___________________________________________________________________
 OF2584  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 OF2584  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2584
 OF2584  HORZ ORDER  -  SECOND
 OF2584
 OF2584.The horizontal coordinates were established by classical geodetic methods
 OF2584.and adjusted by the National Geodetic Survey in January 1999..
 OF2584
 OF2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2584
 OF2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2584
 OF2584.The geoid height was determined by GEOID03.
 OF2584
 OF2584;                    North         East     Units Scale Factor Converg.
 OF2584;SPC NY W     -   365,422.069   412,432.378   MT  0.99998543   +0 31 39.0
 OF2584;SPC NY W     - 1,198,888.90  1,353,121.89   sFT  0.99998543   +0 31 39.0
 OF2584;UTM  18      - 4,796,614.328   271,700.561   MT  1.00024119   -1 55 49.1
 OF2584
 OF2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2584!SPC NY W     -   0.99999204  x   0.99998543  =   0.99997747
 OF2584!UTM  18      -   0.99999204  x   1.00024119  =   1.00023322
 OF2584
 OF2584|---------------------------------------------------------------------|
 OF2584| PID    Reference Object                     Distance      Geod. Az  |
 OF2584|                                                           dddmmss.s |
 OF2584| OF2585 2913                                152.071 METERS 08805     |
 OF2584| OF2582 1501                                APPROX. 1.5 KM 2680151.5 |
 OF2584|---------------------------------------------------------------------|
 OF2584
 OF2584                          SUPERSEDED SURVEY CONTROL
 OF2584
 OF2584  NAD 83(1986)-  43 17 15.87116(N)    077 48 50.50996(W) AD(       ) 2
 OF2584  NAD 27      -  43 17 15.65399(N)    077 48 51.47549(W) AD(       ) 2
 OF2584  NGVD 29 (07/19/86)   86.7    (m)          284.     (f) VERT ANG       
 OF2584
 OF2584.Superseded values are not recommended for survey control.
 OF2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2584.See file dsdata.txt to determine how the superseded data were derived.
 OF2584
 OF2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7170196614(NAD 83)
 OF2584_MARKER: DE = TRAVERSE STATION DISK
 OF2584_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2584
 OF2584  HISTORY     - Date     Condition        Report By
 OF2584  HISTORY     - 1974     MONUMENTED       NY-055
 OF2584  HISTORY     - 20060826 MARK NOT FOUND   USPSQD
 OF2584
 OF2584                          STATION DESCRIPTION
 OF2584
 OF2584'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2584'IN PARMA ON NW SIDE OF WEST AVE AND HILL RD, 17.2 FT N OF CL OF WEST
 OF2584'AVE, 10.3 FT SW OF UTILITY POLE RGE 47A, 62.0 FT NE OF HYDRANT, AND
 OF2584'4.8 FT S OF MONROE COUNTY WITNESS POST.  STATON IS A STANDARD MCGS
 OF2584'DISK STAMPED---2940---IN CONCRETE POST 0.6 FT BELOW GRADE.
 OF2584
 OF2584                          STATION RECOVERY (2006)
 OF2584
 OF2584'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF2584'ROAD HAS BEEN REDONE. LOCATION IS NOW UNDER NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2583 ***********************************************************************
 OF2583  DESIGNATION -  2941
 OF2583  PID         -  OF2583
 OF2583  STATE/COUNTY-  NY/MONROE
 OF2583  USGS QUAD   -  HILTON (1976)
 OF2583
 OF2583                         *CURRENT SURVEY CONTROL
 OF2583  ___________________________________________________________________
 OF2583* NAD 83(1996)-  43 17 15.30748(N)    077 49 13.03401(W)     ADJUSTED  
 OF2583* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 OF2583  ___________________________________________________________________
 OF2583  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 OF2583  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2583
 OF2583  HORZ ORDER  -  SECOND
 OF2583
 OF2583.The horizontal coordinates were established by classical geodetic methods
 OF2583.and adjusted by the National Geodetic Survey in January 1999..
 OF2583
 OF2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2583
 OF2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2583
 OF2583.The geoid height was determined by GEOID03.
 OF2583
 OF2583;                    North         East     Units Scale Factor Converg.
 OF2583;SPC NY W     -   365,400.227   411,924.796   MT  0.99998465   +0 31 23.5
 OF2583;SPC NY W     - 1,198,817.24  1,351,456.60   sFT  0.99998465   +0 31 23.5
 OF2583;UTM  18      - 4,796,614.272   271,192.378   MT  1.00024405   -1 56 04.5
 OF2583
 OF2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2583!SPC NY W     -   0.99999181  x   0.99998465  =   0.99997646
 OF2583!UTM  18      -   0.99999181  x   1.00024405  =   1.00023586
 OF2583
 OF2583:                Primary Azimuth Mark                     Grid Az
 OF2583:SPC NY W     -  439                                      088 25 48.7
 OF2583:UTM  18      -  439                                      090 53 16.7
 OF2583
 OF2583|---------------------------------------------------------------------|
 OF2583| PID    Reference Object                     Distance      Geod. Az  |
 OF2583|                                                           dddmmss.s |
 OF2583| OF2586 439                                 APPROX. 1.3 KM 0885712.2 |
 OF2583|---------------------------------------------------------------------|
 OF2583
 OF2583                          SUPERSEDED SURVEY CONTROL
 OF2583
 OF2583  NAD 83(1986)-  43 17 15.31423(N)    077 49 13.03309(W) AD(       ) 2
 OF2583  NAD 27      -  43 17 15.09706(N)    077 49 13.99788(W) AD(       ) 2
 OF2583  NGVD 29 (07/19/86)   88.1    (m)          289.     (f) VERT ANG       
 OF2583
 OF2583.Superseded values are not recommended for survey control.
 OF2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2583.See file dsdata.txt to determine how the superseded data were derived.
 OF2583
 OF2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7119296614(NAD 83)
 OF2583_MARKER: DE = TRAVERSE STATION DISK
 OF2583_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2583+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 OF2583
 OF2583  HISTORY     - Date     Condition        Report By
 OF2583  HISTORY     - 1974     MONUMENTED       NY-055
 OF2583  HISTORY     - 20060826 GOOD             USPSQD
 OF2583
 OF2583                          STATION DESCRIPTION
 OF2583
 OF2583'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2583'IN PARMA ON N SIDE OF WEST AVE, 0.65 MI E OF HAMLIN PARMA TOWN LINE RD
 OF2583'0.3 MI W OF HILL RD, 16.9 FT N OF CL OF WEST AVE, 6.4 FT N OF EDGE OF
 OF2583'PAVEMENT, 99.7 FT NW OF UTILITY POLE RGE 58 OTC 59, AND 3.6 FT S OF
 OF2583'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD MCGS DISK
 OF2583'STAMPED---2941---IN CONCRETE POST 0.8 FT BELOW GRADE.
 OF2583
 OF2583                          STATION RECOVERY (2006)
 OF2583
 OF2583'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 OF2583'5 INCH ALUMINUM DISK WAS FOUND AT THIS LOCATION, THERE WAS NO NEEDLE
 OF2583'INDIDE OF TUBE. MARK IS ACROSS ROAD FROM FLAG POLE. THERE WAS NO
 OF2583'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1457 ***********************************************************************
 PH1457  DESIGNATION -  295 ALBANY
 PH1457  PID         -  PH1457
 PH1457  STATE/COUNTY-  NY/ST LAWRENCE
 PH1457  USGS QUAD   -  EDWARDSVILLE (1980)
 PH1457
 PH1457                         *CURRENT SURVEY CONTROL
 PH1457  ___________________________________________________________________
 PH1457* NAD 83(1986)-  44 31 28.     (N)    075 35 29.     (W)     SCALED    
 PH1457* NAVD 88     -        89.861  (meters)     294.82   (feet)  ADJUSTED  
 PH1457  ___________________________________________________________________
 PH1457  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 PH1457  DYNAMIC HT  -          89.854 (meters)     294.80  (feet)  COMP
 PH1457  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 PH1457
 PH1457  VERT ORDER  -  SECOND    CLASS 0
 PH1457
 PH1457.The horizontal coordinates were scaled from a topographic map and have
 PH1457.an estimated accuracy of +/- 6 seconds.
 PH1457
 PH1457.The orthometric height was determined by differential leveling
 PH1457.and adjusted by the National Geodetic Survey in June 1991..
 PH1457
 PH1457.The geoid height was determined by GEOID03.
 PH1457
 PH1457.The dynamic height is computed by dividing the NAVD 88
 PH1457.geopotential number by the normal gravity value computed on the
 PH1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1457.degrees latitude (g = 980.6199 gals.).
 PH1457
 PH1457.The modeled gravity was interpolated from observed gravity values.
 PH1457
 PH1457;                    North         East    Units  Estimated Accuracy
 PH1457;SPC NY E     -   632,610.       63,250.      MT  (+/- 180 meters Scaled)
 PH1457
 PH1457                          SUPERSEDED SURVEY CONTROL
 PH1457
 PH1457  NGVD 29 (??/??/92)   89.991  (m)          295.25   (f) ADJ UNCH    2 0
 PH1457
 PH1457.Superseded values are not recommended for survey control.
 PH1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1457.See file dsdata.txt to determine how the superseded data were derived.
 PH1457
 PH1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ530302(NAD 83)
 PH1457_MARKER: DD = SURVEY DISK
 PH1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1457_SP_SET: WALL
 PH1457_STAMPING: 295 ALBANY 1903 ADJ
 PH1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1457
 PH1457  HISTORY     - Date     Condition        Report By
 PH1457  HISTORY     - 1903     MONUMENTED       USGS
 PH1457  HISTORY     - 1942     GOOD             NGS
 PH1457  HISTORY     - 1963     MARK NOT FOUND   LDA
 PH1457
 PH1457                          STATION DESCRIPTION
 PH1457
 PH1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1457'IN EDWARDSVILLE.
 PH1457'BENCH MARK IS SET VERTICALLY IN THE FOUNDATION WALL OF THE OLD UNION
 PH1457'CHURCH, IN THE EAST END OF THE SOUTH FACE, 5.0 FEET WEST OF THE CORNER
 PH1457'AND ONE FOOT ABOVE THE GROUND, THE CHURCH HAS BEEN ABANDONED AND IS IN
 PH1457'BAD REPAIR.
 PH1457
 PH1457                          STATION RECOVERY (1963)
 PH1457
 PH1457'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0598 ***********************************************************************
 OF0598  DESIGNATION -  295 OSWEGO
 OF0598  PID         -  OF0598
 OF0598  STATE/COUNTY-  NY/OSWEGO
 OF0598  USGS QUAD   -  OSWEGO WEST (1978)
 OF0598
 OF0598                         *CURRENT SURVEY CONTROL
 OF0598  ___________________________________________________________________
 OF0598* NAD 83(1986)-  43 27 18.     (N)    076 30 39.     (W)     SCALED    
 OF0598* NAVD 88     -        90.557  (meters)     297.10   (feet)  ADJUSTED  
 OF0598  ___________________________________________________________________
 OF0598  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OF0598  DYNAMIC HT  -          90.538 (meters)     297.04  (feet)  COMP
 OF0598  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 OF0598
 OF0598  VERT ORDER  -  FIRST     CLASS I
 OF0598
 OF0598.The horizontal coordinates were scaled from a topographic map and have
 OF0598.an estimated accuracy of +/- 6 seconds.
 OF0598
 OF0598.The orthometric height was determined by differential leveling
 OF0598.and adjusted by the National Geodetic Survey in June 1991..
 OF0598
 OF0598.The geoid height was determined by GEOID03.
 OF0598
 OF0598.The dynamic height is computed by dividing the NAVD 88
 OF0598.geopotential number by the normal gravity value computed on the
 OF0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0598.degrees latitude (g = 980.6199 gals.).
 OF0598
 OF0598.The modeled gravity was interpolated from observed gravity values.
 OF0598
 OF0598;                    North         East    Units  Estimated Accuracy
 OF0598;SPC NY C     -   383,720.      255,870.      MT  (+/- 180 meters Scaled)
 OF0598
 OF0598                          SUPERSEDED SURVEY CONTROL
 OF0598
 OF0598  NGVD 29 (??/??/92)   90.756  (m)          297.76   (f) ADJ UNCH    1 1
 OF0598
 OF0598.Superseded values are not recommended for survey control.
 OF0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0598.See file dsdata.txt to determine how the superseded data were derived.
 OF0598
 OF0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP777124(NAD 83)
 OF0598_MARKER: DD = SURVEY DISK
 OF0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0598_SP_SET: BUILDING
 OF0598_STAMPING: 295 OSWEGO
 OF0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0598+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 OF0598
 OF0598  HISTORY     - Date     Condition        Report By
 OF0598  HISTORY     - UNK      MONUMENTED       USGS
 OF0598  HISTORY     - 1975     GOOD             NGS
 OF0598  HISTORY     - 20050524 GOOD             USPSQD
 OF0598
 OF0598                          STATION DESCRIPTION
 OF0598
 OF0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0598'AT OSWEGO.
 OF0598'AT OSWEGO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 OF0598'WEST FIRST ST. AND WEST ONEIDA ST., SET VERTICALLY IN THE
 OF0598'EAST WALL OF THE POST OFFICE BUILDING FACING WEST ONEIDA ST.,
 OF0598'0.4 FT. SOUTHWEST OF THE MOST NORTHEASTERLY CORNER OF BUILDING,
 OF0598'40.11 FT. SOUTHWEST OF FLAGPOLE ON POST OFFICE GROUNDS, 72.7 FT.
 OF0598'SOUTHEAST FROM POST OFFICE TO CURB OF WEST ONEIDA ST, AND SET
 OF0598'3 FT. ABOVE LEVEL OF GROUND.
 OF0598
 OF0598                          STATION RECOVERY (2005)
 OF0598
 OF0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 OF0598'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1022 ***********************************************************************
 LX1022  DESIGNATION -  296 1/2
 LX1022  PID         -  LX1022
 LX1022  STATE/COUNTY-  NY/WESTCHESTER
 LX1022  USGS QUAD   -  OSSINING (1979)
 LX1022
 LX1022                         *CURRENT SURVEY CONTROL
 LX1022  ___________________________________________________________________
 LX1022* NAD 83(1986)-  41 08 22.     (N)    073 52 01.     (W)     SCALED    
 LX1022* NAVD 88     -         1.662  (meters)       5.45   (feet)  ADJUSTED  
 LX1022  ___________________________________________________________________
 LX1022  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1022  DYNAMIC HT  -           1.661 (meters)       5.45  (feet)  COMP
 LX1022  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 LX1022
 LX1022  VERT ORDER  -  FIRST     CLASS II
 LX1022
 LX1022.The horizontal coordinates were scaled from a topographic map and have
 LX1022.an estimated accuracy of +/- 6 seconds.
 LX1022
 LX1022.The orthometric height was determined by differential leveling
 LX1022.and adjusted by the National Geodetic Survey in June 1991..
 LX1022
 LX1022.The geoid height was determined by GEOID03.
 LX1022
 LX1022.The dynamic height is computed by dividing the NAVD 88
 LX1022.geopotential number by the normal gravity value computed on the
 LX1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1022.degrees latitude (g = 980.6199 gals.).
 LX1022
 LX1022.The modeled gravity was interpolated from observed gravity values.
 LX1022
 LX1022;                    North         East    Units  Estimated Accuracy
 LX1022;SPC NY E     -   256,230.      203,150.      MT  (+/- 180 meters Scaled)
 LX1022
 LX1022                          SUPERSEDED SURVEY CONTROL
 LX1022
 LX1022  NGVD 29 (??/??/92)    1.952  (m)            6.40   (f) ADJ UNCH    1 2
 LX1022
 LX1022.Superseded values are not recommended for survey control.
 LX1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1022.See file dsdata.txt to determine how the superseded data were derived.
 LX1022
 LX1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL950548(NAD 83)
 LX1022_MARKER: B = BOLT
 LX1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1022_SP_SET: ABUTMENT
 LX1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1022
 LX1022  HISTORY     - Date     Condition        Report By
 LX1022  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1022  HISTORY     - 1955     GOOD             NGS
 LX1022
 LX1022                          STATION DESCRIPTION
 LX1022
 LX1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1022'1.2 MI S FROM OSSINING.
 LX1022'1.25 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1022'STATION AT OSSINING, ABOUT 0.2 MILE NORTH OF THE STATION AT
 LX1022'SCARBOROUGH, ACROSS TRACKS FROM A POINT ABOUT 8 YARDS NORTH OF
 LX1022'POWER TRANSMISSION TOWER NO. 880, IN THE TOP OF THE EAST END OF
 LX1022'SOUTH CONCRETE AND STONE ABUTMENT OF A 60-FOOT BRIDGE OVER THE
 LX1022'MOUTH OF A LAKE, 14 1/2 FEET EAST OF EAST RAIL OF EAST TRACK,
 LX1022'0.7 FOOT WEST OF EAST END OF TOP STONE OF ABUTMENT AND 3 FEET
 LX1022'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1684 ***********************************************************************
 PH1684  DESIGNATION -  297
 PH1684  PID         -  PH1684
 PH1684  STATE/COUNTY-  NY/ST LAWRENCE
 PH1684  USGS QUAD   -  STARK (1968)
 PH1684
 PH1684                         *CURRENT SURVEY CONTROL
 PH1684  ___________________________________________________________________
 PH1684* NAD 83(1996)-  44 25 33.71725(N)    074 45 23.17564(W)     ADJUSTED  
 PH1684* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 PH1684  ___________________________________________________________________
 PH1684  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 PH1684  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PH1684
 PH1684  HORZ ORDER  -  FIRST
 PH1684
 PH1684.The horizontal coordinates were established by classical geodetic methods
 PH1684.and adjusted by the National Geodetic Survey in January 1999..
 PH1684
 PH1684.The orthometric height was scaled from a topographic map.
 PH1684
 PH1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1684
 PH1684.The geoid height was determined by GEOID03.
 PH1684
 PH1684;                    North         East     Units Scale Factor Converg.
 PH1684;SPC NY E     -   621,129.775   129,581.897   MT  0.99990513   -0 10 46.2
 PH1684;SPC NY E     - 2,037,823.27    425,136.61   sFT  0.99990513   -0 10 46.2
 PH1684;UTM  18      - 4,919,221.956   519,387.122   MT  0.99960462   +0 10 13.8
 PH1684
 PH1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1684!SPC NY E     -   0.99991753  x   0.99990513  =   0.99982266
 PH1684!UTM  18      -   0.99991753  x   0.99960462  =   0.99952218
 PH1684
 PH1684|---------------------------------------------------------------------|
 PH1684| PID    Reference Object                     Distance      Geod. Az  |
 PH1684|                                                           dddmmss.s |
 PH1684| DE4926 297 RM 1                             32.449 METERS 14358     |
 PH1684| PH1672 MOOSEHEAD                           APPROX.15.1 KM 1575946.3 |
 PH1684| DE4928 297 RM 3                                           27310     |
 PH1684| DE4927 297 RM 2                             24.780 METERS 27441     |
 PH1684| PH1688 297 MERIDIAN MARK                     0.928 METERS 30848     |
 PH1684| PH0406 R 212                                              3212155.3 |
 PH1684|---------------------------------------------------------------------|
 PH1684
 PH1684                          SUPERSEDED SURVEY CONTROL
 PH1684
 PH1684  NAD 83(1986)-  44 25 33.72437(N)    074 45 23.17780(W) AD(       ) 1
 PH1684  NAD 27      -  44 25 33.49700(N)    074 45 24.50800(W) AD(       ) 1
 PH1684
 PH1684.Superseded values are not recommended for survey control.
 PH1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1684.See file dsdata.txt to determine how the superseded data were derived.
 PH1684
 PH1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1938719222(NAD 83)
 PH1684_MARKER: DD = SURVEY DISK
 PH1684_SETTING: 66 = SET IN ROCK OUTCROP
 PH1684
 PH1684  HISTORY     - Date     Condition        Report By
 PH1684  HISTORY     - 1942     MONUMENTED       LOCENG
 PH1684  HISTORY     - 1963     GOOD             CGS
 PH1684
 PH1684                          STATION DESCRIPTION
 PH1684
 PH1684'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942 (PLB)
 PH1684'THE STATION IS ON THE TOP OF THE HIGHEST POINT OF CATAMOUNT
 PH1684'MOUNTAIN, WHICH IS ABOUT 3/4 MILES SW OF THE RAQUETTE RIVER, 3
 PH1684'MILES N OF THE HOLLYWOOD INN.  ON LAND OWNED BY NIAGARA HUDSON CO.,
 PH1684'AT POTSDAM AND LEASED BY THE STATE AS A SITE FOR A FIRE LOOKOUT
 PH1684'TOWER.  THE MARK IS ON A HIGH ROCK OUTCROP ABOUT 66 FEET NE OF
 PH1684'THE LOOKOUTS CABIN.  THE ROCK IS EXPOSED FOR ABOUT 20 FT BY
 PH1684'25 FT AND IS ABOUT 5 FEET HIGH.  THE STATION CONSISTS OF A
 PH1684'2-INCH ROUND BRONZE MARK SET IN A LEAD PIPE WHICH PROJECTS ABOUT
 PH1684'1/2 INCH.  THE STATION MARK IS 0.932 METERS SE OF ANOTHER
 PH1684'2-INCH BRONZE MARK WHICH HAS AN ARROW ON IT AND IS STAMPED
 PH1684'MERIDIAN MARK.  THE STATION IS 172.7 FEET NE OF CATAMOUNT
 PH1684'FIRE TOWER.  THE MARK IS STAMPED N. Y. LAND SURVEY 297 OLVIN
 PH1684'SUPT. 1896.
 PH1684'
 PH1684'REFERENCE MARK NO. 1
 PH1684'IS SET FLUSH IN A FLAT ROCK WHICH HAS ABOUT 12 FEET SQUARE
 PH1684'EXPOSED SURFACE.  THE MARK IS ABOUT IN THE CENTER OF THE FOOT
 PH1684'TRAIL AND IS 9 FEET E OF A 10-INCH SUGAR MAPLE TREE.
 PH1684'
 PH1684'REFERENCE MARK NO. 2
 PH1684'IS SET FLUSH IN OUTCROPPING WHICH HAS 6 FT BY 10 FT
 PH1684'EXPOSED SURFACE AND IS ABOUT 3 FEET LOWER THAN THE STATION.  THE
 PH1684'MARK IS W OF THE STATION.
 PH1684'
 PH1684'THE AZIMUTH MARK IS A U.S.C. AND G. S. BENCH MARK STAMPED
 PH1684'R212 1942.  THE MARK PROJECTS ABOUT 5
 PH1684'INCHES.  IT IS 52 FEET N OF THE CENTERLINE OF THE ROAD JUST N OF
 PH1684'THE POINT WHERE A DIM SIDE ROAD TURNS LEFT, NE.  THE MARK IS
 PH1684'ABOUT 150 FEET E AND ACROSS THE ROAD FROM A GASOLINE PUMP.  THE
 PH1684'MARK IS 0.9 MILE FROM ROUTE 56 ON THE ROAD TO THE STATION.
 PH1684'
 PH1684'REFERENCE MARKS NOS. 1 AND 2 ARE STAMPED N. Y. LAND SURVEY 297 1942
 PH1684'AND WITH THEIR RESPECTIVE NUMBERS.
 PH1684'
 PH1684'THE STATION IS REACHED FROM THE BRIDGE OVER THE RAQUETTE RIVER
 PH1684'AT SOUTH COLTON BY GOING S ON STATE ROUTE NO. 56 FOR 6.2 MILES
 PH1684'TO A GRAVEL FORK LEFT.  (THE AZIMUTH MARK IS 0.9 MILE FROM HERE
 PH1684'ON THE GRAVEL ROAD).  TAKE LEFT FORK ON GRAVEL ROAD E AND SE FOR
 PH1684'1.8 MILES TO A FORK.  THEN KEEP RIGHT FORK ON GRAVEL FOR 2.05
 PH1684'MILES TO OLD VACANT FARM BUILDINGS ON THE RIGHT.  THEN CONTINUE
 PH1684'FOR 0.25 MILE TO A DIRT ROAD RIGHT.  THEN TURN RIGHT AND GO
 PH1684'TOWARDS MOUNTAIN FOR 0.1 MILE TO END OF TRUCK TRAVEL.
 PH1684'FROM END OF TRUCK TRAVEL WALK UP HILL ALONG TRAIL FOR ABOUT 1/4
 PH1684'MILE TO TOP AND STATION SITE.
 PH1684'
 PH1684'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PH1684
 PH1684                          STATION RECOVERY (1963)
 PH1684
 PH1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1684'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE IN
 PH1684'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED AND A
 PH1684'NEW ONE WAS ESTABLISHED.  A RANGERS CABIN HAS BEEN BUILT OVER
 PH1684'REFERENCE MARK 2 AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 PH1684'TIME.  DUE TO THE OLD STATION BEING TOO CLOSE TO THE EDGE OF THE
 PH1684'LARGE ROCK TO BUILD A TOWER OVER THE MERIDIAN MARK WAS HELD AS
 PH1684'THE STATION.  A TIE WAS MADE TO THE OLD STATION.  THE DISTANCE TO
 PH1684'REFERENCE MARK 1 WAS FOUND TO BE 0.30 OF A FOOT SHORTER THAN THE
 PH1684'PREVIOUS MEASUREMENT.  DUE TO VARIOUS CHANGES A NEW DESCRIPTION
 PH1684'FOLLOWS.
 PH1684'
 PH1684'THE STATION IS ON THE HIGHEST POINT OF CATAMOUNT MOUNTAIN, 3/4 MILE
 PH1684'SOUTHWEST OF RAQUETTE RIVER AND ABOUT 9 MILES SOUTHEAST OF SOUTH
 PH1684'COLTON.  IT IS 55 FEET EAST OF THE SOUTHEAST CORNER OF THE CABIN
 PH1684'AND 173 FEET NORTHEAST OF THE CENTER OF THE FIRE TOWER.  THE
 PH1684'PROPERTY IS OWNED BY THE NIAGARA HUDSON CO.  THE DISK IS A NEW
 PH1684'YORK LAND SURVEY MARK CEMENTED IN A DRILLED HOLE IN THE LARGE
 PH1684'ROCK OUTCROP.  IT IS A BRONZE DISK WITH NYS LAND SURVEY COLVIN SUPT.
 PH1684'1898 CAST IN IT.  IT IS STAMPED NST 297.
 PH1684'
 PH1684'TO REACH THE STATION FROM THE BRIDGE OVER RAQUETTE RIVER IN SOUTH
 PH1684'COLTON, GO SOUTH ON STATE HIGHWAY 56 FOR 6.2 MILES TO A PAVED ROAD
 PH1684'LEFT.  TURN LEFT AND GO EASTERLY ON PAVED ROAD FOR 0.9 MILE TO THE
 PH1684'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY ON THE PAVED
 PH1684'ROAD FOR 0.1 MILE TO THE END OF THE PAVEMENT AND THE ROAD IS
 PH1684'GRAVELED AHEAD.  CONTINUE AHEAD ON GRAVELED ROAD FOR 0.6 MILE
 PH1684'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON GRAVELED ROAD
 PH1684'FOR 1.65 MILE TO A DIM ROAD RIGHT AND A LOCKED PIPE ACROSS THE DIM
 PH1684'ROAD.  FROM THIS POINT FOLLOW MARKED TRAIL TO THE TOP OF
 PH1684'CATAMOUNT MOUNTAIN AND THE STATION.
 PH1684'
 PH1684'NO. 297 MERIDIAN MARK IS A NEW YORK LAND SURVEY DISK CEMENTED IN A
 PH1684'DRILLED HOLE IN THE LARGE ROCK OUTCROP.  IT IS 55 FEET EAST OF THE
 PH1684'SOUTHEAST CORNER OF THE CABIN AND 173 FEET NORTHEAST OF THE CENTER
 PH1684'OF THE FIRE TOWER.  THE DISK IS NOT STAMPED.  MERIDIAN MARK IS
 PH1684'CAST IN IT.
 PH1684'
 PH1684'REFERENCE MARK 1 IS A STANDARD USC AND GS REFERENCE MARK DISK
 PH1684'CEMENTED IN A DRILLED HOLE IN A FLAT ROCK OUTCROP.  IT IS 18 FEET
 PH1684'SOUTH OF A 12 INCH MAPLE TREE, 16 FEET SOUTHEAST OF A 14 INCH
 PH1684'MAPLE TREE AND 21 FEET WEST OF A 10 INCH MAPLE TREE.  THE DISK IS
 PH1684'FLUSH AND STAMPED NY LAND SURVEY 297 NO 1 1942.
 PH1684'
 PH1684'REFERENCE MARK 3 IS A STANDARD USC AND GS REFERENCE MARK DISK
 PH1684'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  IT IS 7 FEET
 PH1684'NORTHEAST OF THE SOUTHEAST CORNER OF THE CABIN AND 44 FEET WEST OF
 PH1684'THE LARGE ROCK OUTCROP.  THE DISK IS FLUSH AND IT IS STAMPED NY
 PH1684'LAND SURVEY 297 NO 3 1942.
 PH1684'
 PH1684'THE AZIMUTH MARK IS 52 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED
 PH1684'ROAD AND 6 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT
 PH1684'PROJECTS 4 INCHES AND THE DISK IS STAMPED NY LAND SURVEY 297 1963.
 PH1684'
 PH1684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0160 ***********************************************************************
 PJ0160  DESIGNATION -  299
 PJ0160  PID         -  PJ0160
 PJ0160  STATE/COUNTY-  NY/JEFFERSON
 PJ0160  USGS QUAD   -  CLAYTON (1980)
 PJ0160
 PJ0160                         *CURRENT SURVEY CONTROL
 PJ0160  ___________________________________________________________________
 PJ0160* NAD 83(1986)-  44 08 19.     (N)    076 03 58.     (W)     SCALED    
 PJ0160* NAVD 88     -        90.590  (meters)     297.21   (feet)  ADJUSTED  
 PJ0160  ___________________________________________________________________
 PJ0160  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PJ0160  DYNAMIC HT  -          90.577 (meters)     297.17  (feet)  COMP
 PJ0160  MODELED GRAV-     980,475.7   (mgal)                       NAVD 88
 PJ0160
 PJ0160  VERT ORDER  -  SECOND    CLASS 0
 PJ0160
 PJ0160.The horizontal coordinates were scaled from a topographic map and have
 PJ0160.an estimated accuracy of +/- 6 seconds.
 PJ0160
 PJ0160.The orthometric height was determined by differential leveling
 PJ0160.and adjusted by the National Geodetic Survey in June 1991..
 PJ0160
 PJ0160.The geoid height was determined by GEOID03.
 PJ0160
 PJ0160.The dynamic height is computed by dividing the NAVD 88
 PJ0160.geopotential number by the normal gravity value computed on the
 PJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0160.degrees latitude (g = 980.6199 gals.).
 PJ0160
 PJ0160.The modeled gravity was interpolated from observed gravity values.
 PJ0160
 PJ0160;                    North         East    Units  Estimated Accuracy
 PJ0160;SPC NY C     -   459,800.      291,390.      MT  (+/- 180 meters Scaled)
 PJ0160
 PJ0160                          SUPERSEDED SURVEY CONTROL
 PJ0160
 PJ0160  NGVD 29 (??/??/92)   90.730  (m)          297.67   (f) ADJ UNCH    2 0
 PJ0160
 PJ0160.Superseded values are not recommended for survey control.
 PJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0160.See file dsdata.txt to determine how the superseded data were derived.
 PJ0160
 PJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP147878(NAD 83)
 PJ0160_MARKER: DB = BENCH MARK DISK
 PJ0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PJ0160_SP_SET: STONE FOUNDATION
 PJ0160_STAMPING: 299 CAPE VINCENT
 PJ0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PJ0160
 PJ0160  HISTORY     - Date     Condition        Report By
 PJ0160  HISTORY     - UNK      MONUMENTED       USGS
 PJ0160  HISTORY     - 1942     GOOD             NGS
 PJ0160  HISTORY     - 19940828 MARK NOT FOUND   USPSQD
 PJ0160
 PJ0160                          STATION DESCRIPTION
 PJ0160
 PJ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PJ0160'AT DEPAUVILLE.
 PJ0160'BENCH MARK IS SET VERTICALLY IN THE SOUTHEAST CORNER OF THE STONE
 PJ0160'FOUNDATION WALL UNDER A FRAME HOUSE, IT IS AT THE NORTHWEST CORNER
 PJ0160'OF THE INTERSECTION OF STATE HIGHWAYS NO. 12 AND NO. 179, ABOUT 75.0
 PJ0160'FEET NORTH OF THE CENTER LINE OF HIGHWAY NO. 179, 45.0 FEET WEST OF
 PJ0160'THE CENTER LINE OF HIGHWAY NO. 12, ONE FOOT NORTH OF THE CORNER OF
 PJ0160'THE FOUNDATION AND ONE FOOT ABOVE THE GROUND.
 PJ0160
 PJ0160                          STATION RECOVERY (1994)
 PJ0160
 PJ0160'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1668 ***********************************************************************
 PH1668  DESIGNATION -  299
 PH1668  PID         -  PH1668
 PH1668  STATE/COUNTY-  NY/ST LAWRENCE
 PH1668  USGS QUAD   -  CHILDWOLD (1968)
 PH1668
 PH1668                         *CURRENT SURVEY CONTROL
 PH1668  ___________________________________________________________________
 PH1668* NAD 83(1996)-  44 17 59.42956(N)    074 41 07.94436(W)     ADJUSTED  
 PH1668* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 PH1668  ___________________________________________________________________
 PH1668  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 PH1668  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 PH1668
 PH1668  HORZ ORDER  -  SECOND
 PH1668
 PH1668.The horizontal coordinates were established by classical geodetic methods
 PH1668.and adjusted by the National Geodetic Survey in January 1999..
 PH1668
 PH1668.The orthometric height was scaled from a topographic map.
 PH1668
 PH1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1668
 PH1668.The geoid height was determined by GEOID03.
 PH1668
 PH1668;                    North         East     Units Scale Factor Converg.
 PH1668;SPC NY E     -   607,093.672   135,195.164   MT  0.99990269   -0 07 46.5
 PH1668;SPC NY E     - 1,991,773.16    443,552.80   sFT  0.99990269   -0 07 46.5
 PH1668;UTM  18      - 4,905,224.534   525,084.231   MT  0.99960774   +0 13 10.6
 PH1668
 PH1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1668!SPC NY E     -   0.99990571  x   0.99990269  =   0.99980841
 PH1668!UTM  18      -   0.99990571  x   0.99960774  =   0.99951349
 PH1668
 PH1668                          SUPERSEDED SURVEY CONTROL
 PH1668
 PH1668  NAD 83(1986)-  44 17 59.43682(N)    074 41 07.94617(W) AD(       ) 2
 PH1668  NAD 27      -  44 17 59.21500(N)    074 41 09.29600(W) AD(       ) 2
 PH1668
 PH1668.Superseded values are not recommended for survey control.
 PH1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1668.See file dsdata.txt to determine how the superseded data were derived.
 PH1668
 PH1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2508405225(NAD 83)
 PH1668_MARKER: DD = SURVEY DISK
 PH1668_SETTING: 66 = SET IN ROCK OUTCROP
 PH1668_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PH1668
 PH1668  HISTORY     - Date     Condition        Report By
 PH1668  HISTORY     - 1942     MONUMENTED       LOCSUR
 PH1668  HISTORY     - 1963     GOOD             CGS
 PH1668  HISTORY     - 1963     GOOD             CGS
 PH1668
 PH1668                          STATION DESCRIPTION
 PH1668
 PH1668'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (FBQ)
 PH1668'STATION ESTABLISHED BY NY ADIRONDACK SURVEY.
 PH1668'
 PH1668'THE STATION IS ABOUT 13 MILES NW OF TUPPER LAKE ON THE SUMMIT
 PH1668'OF A HIGH WOODED HILL WHICH IS ALSO THE SITE OF MOOSEHEAD
 PH1668'MOUNTAIN LOOKOUT TOWER OF THE NEW YORK CONSERVATION DEPARTMENT.  IT
 PH1668'IS AT THE S EDGE OF THE SUMMIT AND ABOUT 85 FEET S OF THE LOOKOUT
 PH1668'TOWER.  IT IS A SMALL N.Y.L.S. DISK SET IN A DRILL HOLE IN
 PH1668'BEDROCK AND IS STAMPED 299 1896.  IT WAS LOCATED BY TRAVERSE
 PH1668'FROM TRIANGULATION STATION MOOSEHEAD AND IS 24.412 METERS, 80.09
 PH1668'FEET, S OF MOOSEHEAD.
 PH1668
 PH1668                          STATION RECOVERY (1963)
 PH1668
 PH1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 PH1668'STATION WAS RECOVERED IN GOOD CONDITION.
 PH1668
 PH1668                          STATION RECOVERY (1963)
 PH1668
 PH1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1668'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TRAVERSE DISTANCE
 PH1668'TO TRIANGULATION STATION MOOSEHEAD 1942 CHECKED.  THE DESCRIPTIONS
 PH1668'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2596 ***********************************************************************
 MZ2596  DESIGNATION -  29=STATE
 MZ2596  PID         -  MZ2596
 MZ2596  STATE/COUNTY-  NY/SCHENECTADY
 MZ2596  USGS QUAD   -  SCHENECTADY (1980)
 MZ2596
 MZ2596                         *CURRENT SURVEY CONTROL
 MZ2596  ___________________________________________________________________
 MZ2596* NAD 83(1996)-  42 47 10.91749(N)    073 54 31.84773(W)     ADJUSTED  
 MZ2596* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 MZ2596  ___________________________________________________________________
 MZ2596  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 MZ2596  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MZ2596
 MZ2596  HORZ ORDER  -  THIRD
 MZ2596
 MZ2596.The horizontal coordinates were established by classical geodetic methods
 MZ2596.and adjusted by the National Geodetic Survey in January 1999..
 MZ2596
 MZ2596.The orthometric height was scaled from a topographic map.
 MZ2596
 MZ2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2596
 MZ2596.The geoid height was determined by GEOID03.
 MZ2596
 MZ2596;                    North         East     Units Scale Factor Converg.
 MZ2596;SPC NY E     -   439,111.055   198,365.115   MT  0.99992877   +0 24 05.6
 MZ2596;SPC NY E     - 1,440,650.19    650,802.88   sFT  0.99992877   +0 24 05.6
 MZ2596;UTM  18      - 4,737,668.829   589,246.046   MT  0.99969799   +0 44 28.4
 MZ2596
 MZ2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2596!SPC NY E     -   0.99998455  x   0.99992877  =   0.99991332
 MZ2596!UTM  18      -   0.99998455  x   0.99969799  =   0.99968254
 MZ2596
 MZ2596|---------------------------------------------------------------------|
 MZ2596| PID    Reference Object                     Distance      Geod. Az  |
 MZ2596|                                                           dddmmss.s |
 MZ2596| DA3292 STATE RM 1                           16.981 METERS 03716     |
 MZ2596| MZ2599 NISKAYUNA MUNICIPAL TANK            APPROX. 2.9 KM 0481742.6 |
 MZ2596| DA3293 STATE RM 2                           17.253 METERS 16643     |
 MZ2596| NA2001 SCHENECTADY WGY RADIO MAST          APPROX. 8.5 KM 2743128.5 |
 MZ2596| MZ2600 SCHENECTADY ST MARYS CH SPIRE       APPROX. 3.2 KM 3310434.2 |
 MZ2596|---------------------------------------------------------------------|
 MZ2596
 MZ2596                          SUPERSEDED SURVEY CONTROL
 MZ2596
 MZ2596  NAD 83(1996)-  42 47 10.92209(N)    073 54 31.84855(W) AD(       ) 3
 MZ2596  NAD 83(1992)-  42 47 10.92231(N)    073 54 31.84820(W) AD(       ) 3
 MZ2596  NAD 83(1986)-  42 47 10.92194(N)    073 54 31.84739(W) AD(       ) 3
 MZ2596  NAD 27      -  42 47 10.64281(N)    073 54 33.40228(W) AD(       ) 3
 MZ2596
 MZ2596.Superseded values are not recommended for survey control.
 MZ2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2596.See file dsdata.txt to determine how the superseded data were derived.
 MZ2596
 MZ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8924637669(NAD 83)
 MZ2596_MARKER: DD = SURVEY DISK
 MZ2596_SETTING: 0 = UNSPECIFIED SETTING
 MZ2596
 MZ2596  HISTORY     - Date     Condition        Report By
 MZ2596  HISTORY     - 1942     MONUMENTED       LOCSUR
 MZ2596  HISTORY     - 1954     SEE DESCRIPTION  USGS
 MZ2596  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MZ2596
 MZ2596                          STATION DESCRIPTION
 MZ2596
 MZ2596'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (KBJ)
 MZ2596'LOCATED ABOUT 350 FEET E OF STATE STREET AND ABOUT 300 FEET N
 MZ2596'OF FENWICK AVE. IN THE CITY OF SCHENECTADY AND IS 24.5 FEET N
 MZ2596'OF A TRIANGULAR BLAZE ON A 14-INCH PINE TREE, 8.0 FEET N OF A
 MZ2596'REFERENCE POST.  THE DISK IS STAMPED CITY PLANNING COMMISSION,
 MZ2596'SCHENECTADY, N.Y., PRECISE MONUMENT NO. 29.
 MZ2596'
 MZ2596'REFERENCE MARK NO. 1 IS 55.72 FEET NE OF THE STATION.  THE DISK
 MZ2596'IS STAMPED STATE NO. 1, 1942.
 MZ2596'
 MZ2596'REFERENCE MARK NO. 2 IS 56.61 FEET S OF THE STATION.  THE DISK
 MZ2596'IS STAMPED STATE NO. 2, 1942.
 MZ2596'
 MZ2596'NO SUITABLE PLACE WAS FOUND FOR THE AZIMUTH MARK.  USE TANKS
 MZ2596'AND CHURCH SPIRES.
 MZ2596'
 MZ2596'TO REACH STATION FROM THE S END OF THE BRIDGE OVER THE
 MZ2596'MOHAWK RIVER AND STATE STREET ALSO BEING ROUTE 5, IN SCHENECTADY,
 MZ2596'GO SOUTHERLY ON STATE STREET 3.15 MILES TO FENWICK AVE., TURN
 MZ2596'LEFT ON FENWICK AVE. AND GO 0.1 MILE, TURN LEFT AND GO 0.1 MILE
 MZ2596'TO BANK OF SAND PIT, CONTINUE ON FOOT ABOUT 200 FEET TO TOP OF
 MZ2596'RIDGE AND STATION.
 MZ2596'
 MZ2596'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 MZ2596
 MZ2596                          STATION RECOVERY (1954)
 MZ2596
 MZ2596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MZ2596'HILL HAS BEEN EXCAVATED, MARKER NO DOUBT WAS DESTROYED.
 MZ2596
 MZ2596                          STATION RECOVERY (1961)
 MZ2596
 MZ2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT)
 MZ2596'THIS STATION HAS BEEN DESTROYED.  THE POSITION OF THIS STATION
 MZ2596'WAS OVER WHAT IS NOW AN APPROACH TO AN UNDER-PASS OF AN INTER-STATE
 MZ2596'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2139 ***********************************************************************
 NA2139  DESIGNATION -  29=TASSEL RESET
 NA2139  PID         -  NA2139
 NA2139  STATE/COUNTY-  NY/ONEIDA
 NA2139  USGS QUAD   -  CASSVILLE (1943)
 NA2139
 NA2139                         *CURRENT SURVEY CONTROL
 NA2139  ___________________________________________________________________
 NA2139* NAD 83(1996)-  42 56 29.09374(N)    075 18 59.18865(W)     ADJUSTED  
 NA2139* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 NA2139  ___________________________________________________________________
 NA2139  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 NA2139  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 NA2139
 NA2139  HORZ ORDER  -  FIRST
 NA2139
 NA2139.The horizontal coordinates were established by classical geodetic methods
 NA2139.and adjusted by the National Geodetic Survey in January 1999..
 NA2139
 NA2139.The orthometric height was scaled from a topographic map.
 NA2139
 NA2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2139
 NA2139.The geoid height was determined by GEOID03.
 NA2139
 NA2139;                    North         East     Units Scale Factor Converg.
 NA2139;SPC NY C     -   327,440.907   353,395.853   MT  1.00006897   +0 51 47.3
 NA2139;SPC NY C     - 1,074,279.04  1,159,432.89   sFT  1.00006897   +0 51 47.3
 NA2139;UTM  18      - 4,754,357.626   474,182.891   MT  0.99960820   -0 12 56.1
 NA2139
 NA2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2139!SPC NY C     -   0.99991233  x   1.00006897  =   0.99998130
 NA2139!UTM  18      -   0.99991233  x   0.99960820  =   0.99952057
 NA2139
 NA2139|---------------------------------------------------------------------|
 NA2139| PID    Reference Object                     Distance      Geod. Az  |
 NA2139|                                                           dddmmss.s |
 NA2139| CZ8770 TASSEL RM 1                          20.289 METERS 12547     |
 NA2139| CZ8771 TASSEL RM 2                          16.710 METERS 23145     |
 NA2139| OE1895 CLINTON HAMILTON COLL CHAPEL        APPROX.14.3 KM 3292509.1 |
 NA2139| CZ8769 TASSEL AZ MK                                       3501222.1 |
 NA2139|---------------------------------------------------------------------|
 NA2139
 NA2139                          SUPERSEDED SURVEY CONTROL
 NA2139
 NA2139  NAD 83(1986)-  42 56 29.09786(N)    075 18 59.18793(W) AD(       ) 1
 NA2139  NAD 27      -  42 56 28.84800(N)    075 19 00.59500(W) AD(       ) 1
 NA2139
 NA2139.Superseded values are not recommended for survey control.
 NA2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2139.See file dsdata.txt to determine how the superseded data were derived.
 NA2139
 NA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN7418354358(NAD 83)
 NA2139
 NA2139  HISTORY     - Date     Condition        Report By
 NA2139  HISTORY     - 1881     MONUMENTED       CGS
 NA2139  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NA2139  HISTORY     - 1940     SEE DESCRIPTION  CGS
 NA2139  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2139  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2139  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NA2139
 NA2139                          STATION DESCRIPTION
 NA2139
 NA2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (COB)
 NA2139'ON TAKING UP FLOOR OF BUILDING AND DIGGING WE CAME TO SMALL
 NA2139'LOWER MARK OF EARTHENWARE RESTING ON LEDGE.  IT WAS BROKEN AND
 NA2139'SEPARATED.  REMOVED IT AND PLACED A GLASS JAR, 4 INCHES IN DIAMETER
 NA2139'AND 9 INCHES HIGH, FOR LOWER MARK.  THE JAR IS RAMMED FULL OF
 NA2139'ASHES, AND THE CENTER OF CORK MARKS THE STATION.  OVER IT IS
 NA2139'PLACED THE GRANITE POST OF THE N.Y. STATE SURVEY ON WHICH I HAVE
 NA2139'HAD LETTERED, IN THE TOP, U.S.C.S.  I HAVE ALSO SHORTENED THE
 NA2139'STONE TO A TOTAL LENGTH OF 32 INCHES, OR A TOTAL LENGTH OF 41
 NA2139'INCHES FROM TOP OF STONE TO LEDGE ON WHICH BOTTLE RESTS.
 NA2139'CROTCH OF SIGNAL ABOVE TOP OF STONE POST IS 17.10 FEET.  FOUR
 NA2139'LIMESTONE POSTS ARE PLACED EACH 1.5 METERS N, S, E, AND W
 NA2139'(TRUE) FROM THE INTERSECTION OF THE DIAGONAL LINES UPON THE
 NA2139'CENTER POST.  EACH HAS AN ARROWHEAD POINTING TO THE STATION
 NA2139'AND THE WHOLE FORMS A DIAMOND-SHAPED FIGURE.  THE CENTER
 NA2139'POINT IS 0.10 FOOT BELOW THE FLOOR OF OBSERVATORY.  THE W POST
 NA2139'IS INSIDE THE OBSERVATORY UNDER THE FLOOR, AND THE N, S,
 NA2139'AND E POSTS ARE OUTSIDE OF AND CLOSE TO THE SIDES OF THE
 NA2139'OBSERVATORY AND ARE A LITTLE BELOW THE FLOOR OF THE BUILDING.
 NA2139'THE W POST COMES INSIDE THE BUILDING BECAUSE THE
 NA2139'OBSERVATORY WAS EXTENDED 3 FEET WESTERLY THIS YEAR TO ALLOW
 NA2139'THE TRANSIT INSTRUMENT TO BE SET UP INSIDE THE BUILDING.
 NA2139'
 NA2139'IN DIGGING TO FIND A LOWER MARK OF THE N.Y. STATE SURVEY, GREAT
 NA2139'CARE WAS USED UNDER MY PERSONAL SUPERVISION.  IT WAS FOUND IN
 NA2139'FRAGMENTS OF POTTERY, ABOUT 40 INCHES BELOW THE SURFACE.
 NA2139'
 NA2139'REFERRING TO THE REPORT OF MR. GARDNER, DIRECTOR OF THE N.Y. STATE
 NA2139'SURVEY FOR 1879, PAGE 51, I FIND--A HOLE IS DUG 5 FEET DEEP,
 NA2139'AND IN THE BOTTOM IS PLACED AN EARTHEN CROCK LETTERED N.Y.S.S., ITS
 NA2139'CENTER BEING THE EXACT STATION.
 NA2139'
 NA2139'WE FOUND THE FRAGMENTS OF THE CROCK JUST 40 INCHES OR 3.33 FEET
 NA2139'BELOW THE SURFACE AND AT THE LEDGE, AND SUPPOSE THE PERSON PLACING
 NA2139'IT COULD GET NO LOWER.  OUR BOTTLE RESTS UPON THE SAME LEDGE.
 NA2139'
 NA2139'MR. GARDNER ALSO SAYS, PAGE 51--THREE FEET FROM THE CENTER
 NA2139'OF THE STONE, IN DIRECTIONS AT RIGHT ANGLES TO ONE ANOTHER, ARE
 NA2139'BURIED EARTHEN POTS, THEIR TOPS ABOUT A FOOT AND A HALF BELOW
 NA2139'THE SURFACE OF THE GROUND.
 NA2139'
 NA2139'AS THE DIRECTION OF THESE SIDE MARKS IS UNKNOWN TO US, WE DID
 NA2139'NOT LOOK FOR THEM.  OUR OWN SIDE MARKS ARE ALWAYS 1.5 METERS
 NA2139'N, S, E, AND W (TRUE) FROM THE STATION AND MAY ALWAYS BE RECOVERED
 NA2139'IF ANYONE OF THEM IS FOUND.
 NA2139
 NA2139                          STATION RECOVERY (1935)
 NA2139
 NA2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ATF)
 NA2139'THE STATION IS ABOUT 3.3 MILES ESE INSTEAD OF ENE OF WATERVILLE
 NA2139'AND ON THE NE SIDE OF TASSEL HILL INSTEAD OF THE SW.  THE GRANITE
 NA2139'SURFACE MARK AND 4 LIMESTONE POSTS ARE APPARENTLY UNDISTURBED
 NA2139'ALTHOUGH THE TOP OF THE GRANITE POST HAS BEEN CLIPPED OFF
 NA2139'OBLITERATING THE TOP LETTERING, BUT NOT THE DIAGONAL LINES AND
 NA2139'THE TOPS OF THE LIMESTONE POSTS AT THE E, N, AND W POINTS HAVE
 NA2139'BEEN BROKEN OFF.  THE S POST HAS DIAGONAL LINES CUT IN THE
 NA2139'TOP.  THE GRANITE POST WAS APPARENTLY LETTERED SS ON THE NW
 NA2139'FACE, 67 ON THE SE FACE AND N.Y. ON THE NE FACE.  THIS
 NA2139'LETTERING IS PARTLY CHIPPED OFF.  STATION IS ABOUT 800 FEET
 NA2139'SW OF THE RUINS OF SOME FARM BUILDINGS AT THE END OF A COUNTRY
 NA2139'ROAD WHICH RUNS SOUTHEASTERLY FROM A JUNCTION WITH A
 NA2139'MACADAM ROAD ABOUT 2 MILES S OF WATERVILLE, ABOUT 10 FEET SW
 NA2139'OF THE CENTER OF A FARM ROAD, 202 FEET NW OF A 2-FOOT DIAMETER
 NA2139'ELM TREE, 179 FEET E OF A 1-FOOT DIAMETER DEAD ELM TREE (BOTH
 NA2139'DISTANCES MEASURED ALONG THE GROUND) AND PROJECTS 0.7 FOOT ABOVE
 NA2139'THE GROUND.  THERE ARE NO OTHER TREES IN THE VICINITY.  THE
 NA2139'FIELD HAS BEEN PURCHASED BY THE STATE OF NEW YORK AND IS
 NA2139'BEING REFORESTED.
 NA2139
 NA2139                          STATION RECOVERY (1940)
 NA2139
 NA2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2139'THIS STATION WAS ESTABLISHED BY THE N.Y. STATE SURVEY (MONUMENT 29)
 NA2139'PRIOR TO 1881 AND WAS CONNECTED TO THE C. AND G.S. NET THAT
 NA2139'YEAR.  THE STATION WAS REMARKED IN 1940 (NOTES 1A AND 8A) AND TWO
 NA2139'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED (ALL
 NA2139'DESCRIBED BY NOTE 11A.)
 NA2139'
 NA2139'STATION IS LOCATED ON STATE LAND, ON A BARE HILL ABOUT 3 MILES E
 NA2139'OF WATERVILLE AND 5 MILES NW OF BRIDGEWATER.  TO REACH FROM THE
 NA2139'INTERSECTION OF U.S. ROUTE 20 AND STATE ROUTE 8 IN BRIDGEWATER, GO
 NA2139'N ON ROUTE 8, 5.6 MILES TO A FORKS.  TAKE LEFT FORK, LEAVING ROUTE
 NA2139'8, AND GO 0.3 MILE TO A T-INTERSECTION IN CASSVILLE.  TURN LEFT
 NA2139'AND GO 1.65 MILES TO A CROSS ROAD.  TURN LEFT ON DIRT ROAD AND GO
 NA2139'WESTERLY 2.1 MILES TO A SIDE ROAD LEFT (DOWNHILL).  TURN LEFT
 NA2139'AND GO 0.4 MILE TO A T-INTERSECTION.  TURN LEFT AND GO EASTERLY
 NA2139'0.1 MILE TO A FORKS.  TAKE RIGHT FORK UPHILL AND GO 0.25 MILE
 NA2139'TO HIGHEST POINT AND STATION.
 NA2139'
 NA2139'THE AZIMUTH MARK IS ABOUT 0.6 MILE NE OF THE STATION, 25 PACES SE
 NA2139'OF THE MAIN BUILDING OF THE HARDSCRABBLE FARM AND 5 PACES S OF A
 NA2139'GRADED ROAD.
 NA2139'
 NA2139'WHITE POSTS WERE SET AT THE STATION MARK, AZIMUTH MARK, AND
 NA2139'REFERENCE MARK NO. 1.
 NA2139
 NA2139                          STATION RECOVERY (1942)
 NA2139
 NA2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2139'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE FOUND
 NA2139'IN GOOD CONDITION.  A VARIATION WAS FOUND IN REACHING THE AZIMUTH
 NA2139'MARK.  A COMPLETE NEW DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 NA2139'
 NA2139'THE AZIMUTH MARK IS 0.6 MILE NW OF THE STATION, 85 FEET NW
 NA2139'OF THE NW CORNER OF THE HARDSCRABBLE FARMHOUSE, 20 FEET SE OF THE
 NA2139'CENTER LINE OF A GRAVELED ROAD, 2.8 FEET SW OF A STANDARD REFERENCE
 NA2139'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NA2139'TASSEL 1940.  NOTE 11A.
 NA2139
 NA2139                          STATION RECOVERY (1942)
 NA2139
 NA2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NA2139'THE STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED,
 NA2139'AND FOUND IN GOOD CONDITION.  DESCRIPTION SUBMITTED BY
 NA2139'LIEUT. K.B. JEFFERS ADEQUATE.
 NA2139'
 NA2139'NOTE--OBSERVATIONS MADE FROM A 4-FOOT STAND.
 NA2139
 NA2139                          STATION RECOVERY (1972)
 NA2139
 NA2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NA2139'STATION WAS RECOVERED AND THE STATION MONUMENT FOUND PUSHED OVER
 NA2139'ABOUT 1 FOOT.  BOTH REFERENCE MARKS WERE FOUND IN GOOD
 NA2139'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE LINE IS NOW
 NA2139'BLOCKED BY TIMBER AND THE LOCATION COULD NOT BE DETERMINED BY
 NA2139'ANGLE CHECK.
 NA2139'
 NA2139'THE STATION MONUMENT WAS REMOVED AND THE UNDERGROUND MARK
 NA2139'RECOVERED, AND A NEW SURFACE MARK WAS SET, PLUMBED OVER THE
 NA2139'UNDERGROUND MARK.  A DIFFERENCE OF .019 METER WAS FOUND IN THE
 NA2139'DISTANCE TO RM 1, AND A DIFFERENCE OF .01 METER IN THE DISTANCE TO
 NA2139'RM 2.  A DIFFERENCE OF 8 MINUTES WAS FOUND IN THE ANGLE BETWEEN
 NA2139'RM 1 AND RM 2.  A COMPLETE DESCRIPTION FOLLOWS--
 NA2139'
 NA2139'STATION IS LOCATED ON THE NORTHEAST EDGE OF TASSEL HILL, ON
 NA2139'WHICH A TALL RADIO MAST STANDS, INSIDE A WIRE MESH FENCE.
 NA2139'
 NA2139'TO REACH STATION FROM THE POST OFFICE IN WATERVILLE, GO EAST ON
 NA2139'WHITE ST. FOR 2.1 MILES.  TAKE GRAVELED LEFT FORK, TASSEL HILL
 NA2139'ROAD, AND GO UPHILL 1.5 MILES TO T-ROAD.  TURN RIGHT AND GO SOUTH
 NA2139'UP ALONG POWER LINE 0.35 MILE TO TOP OF HILL AND STATION TO LEFT.
 NA2139'
 NA2139'STATION MARK IS A STANDARD DISK STAMPED TASSEL 1880 1972, SET IN
 NA2139'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 1
 NA2139'INCH.  IT IS 9 FEET NORTHEAST OF CENTER LINE OF ROAD, OPPOSITE
 NA2139'THE FORK WHERE THE ROAD LOOP STARTS, 85 FEET SOUTH-SOUTHEAST OF
 NA2139'POWER POLE 17, 107.5 FEET NORTHEAST OF POWER POLE 18, ABOUT 265
 NA2139'FEET NORTH OF THE RADIO MAST, AND 2-1/2 FEET SOUTHEAST OF A
 NA2139'METAL WITNESS POST.
 NA2139'
 NA2139'UNDERGROUND MARK IS A STANDARD DISK STAMPED TASSEL 1880 1940,
 NA2139'SET IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 NA2139'
 NA2139'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TASSEL NO 1
 NA2139'1940, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 NA2139'WITH GROUND.  IT IS 12 FEET EAST OF CENTER LINE OF ROAD.  THE
 NA2139'MARK BECOMES COVERED WITH GRAVEL FROM ROAD GRADING.
 NA2139'
 NA2139'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TASSEL NO 2
 NA2139'1940, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NA2139'PROJECTING 4 INCHES.  IT IS 56 FEET NORTH-NORTHEAST OF POWER POLE
 NA2139'18 AND 7 FEET NORTHWEST OF EDGE OF ROAD.
 NA2139'
 NA2139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2139'3 MILES EAST OF WATERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1703 ***********************************************************************
 OE1703  DESIGNATION -  29TH POND
 OE1703  PID         -  OE1703
 OE1703  STATE/COUNTY-  NY/ESSEX
 OE1703  USGS QUAD   -  
 OE1703
 OE1703                         *CURRENT SURVEY CONTROL
 OE1703  ___________________________________________________________________
 OE1703* NAD 83(1996)-  43 49 57.88470(N)    074 00 32.58673(W)     ADJUSTED  
 OE1703* NAVD 88     -       656.9    (meters)    2155.     (feet)  VERTCON   
 OE1703  ___________________________________________________________________
 OE1703  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OE1703  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 OE1703
 OE1703  HORZ ORDER  -  FIRST
 OE1703
 OE1703.The horizontal coordinates were established by classical geodetic methods
 OE1703.and adjusted by the National Geodetic Survey in January 1999..
 OE1703
 OE1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1703
 OE1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1703
 OE1703.The geoid height was determined by GEOID03.
 OE1703
 OE1703;                    North         East     Units Scale Factor Converg.
 OE1703;SPC NY E     -   555,298.610   189,483.601   MT  0.99991917   +0 20 24.0
 OE1703;SPC NY E     - 1,821,842.19    621,664.11   sFT  0.99991917   +0 20 24.0
 OE1703;UTM  18      - 4,853,773.727   579,671.398   MT  0.99967807   +0 41 10.8
 OE1703
 OE1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1703!SPC NY E     -   0.99990142  x   0.99991917  =   0.99982060
 OE1703!UTM  18      -   0.99990142  x   0.99967807  =   0.99957953
 OE1703
 OE1703|---------------------------------------------------------------------|
 OE1703| PID    Reference Object                     Distance      Geod. Az  |
 OE1703|                                                           dddmmss.s |
 OE1703| CZ7381 29TH POND RM 1                       34.363 METERS 19719     |
 OE1703| CZ7382 29TH POND RM 2                       22.136 METERS 30922     |
 OE1703| OE1700 VANDERWHACKER LOOKOUT TOWER         APPROX.10.1 KM 3161207.0 |
 OE1703|---------------------------------------------------------------------|
 OE1703
 OE1703                          SUPERSEDED SURVEY CONTROL
 OE1703
 OE1703  NAD 83(1986)-  43 49 57.88972(N)    074 00 32.58704(W) AD(       ) 1
 OE1703  NAD 27      -  43 49 57.65193(N)    074 00 34.09345(W) AD(       ) 1
 OE1703  NGVD 29 (07/19/86)  657.0    (m)         2156.     (f) VERT ANG       
 OE1703
 OE1703.Superseded values are not recommended for survey control.
 OE1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1703.See file dsdata.txt to determine how the superseded data were derived.
 OE1703
 OE1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP7967153774(NAD 83)
 OE1703_MARKER: DB = BENCH MARK DISK
 OE1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1703_SP_SET: SET INTO CONCRETE BOX
 OE1703_STAMPING: 29TH POND USGS TT STA 1942
 OE1703_MARK LOGO: USGS  
 OE1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1703
 OE1703  HISTORY     - Date     Condition        Report By
 OE1703  HISTORY     - 1942     MONUMENTED       USGS
 OE1703  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1703  HISTORY     - 1981     GOOD             LOCSUR
 OE1703  HISTORY     - 19920725 GOOD             NYDEP
 OE1703
 OE1703                          STATION DESCRIPTION
 OE1703
 OE1703'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 OE1703'THE STATION IS ABOUT 3.5 MILES, AIR LINE, NNW OF THE VILLAGE OF
 OE1703'MINERVA, ON THE SW SIDE OF A FLAT-TOPPED HILL, ON STATE-OWNED
 OE1703'LAND.  IT IS IN THE APPROXIMATE CENTER OF A TRIANGLE WHOSE
 OE1703'VERTICES ARE THREE TRIANGULAR-BLAZED TREES.  IT IS 11 FEET E OF
 OE1703'THE BIRCH TREE, 15 FEET S OF THE MAPLE TREE, AND 13 FEET SW OF
 OE1703'THE GUM TREE.  IT IS 15 FEET SW OF THE CENTER OF THE ROAD AND 12
 OE1703'FEET W OF A FIVE-FORKED TREE.  IT IS A BRONZE U.S. GEOLOGICAL
 OE1703'SURVEY BENCH MARK SET IN THE BOTTOM OF A CEMENT BOX.  THE BOX
 OE1703'IS 12 BY 8 INCHES AND THE BOTTOM IS ABOUT 6 INCHES BELOW THE
 OE1703'GROUND SURFACE.  THE DISK IS STAMPED 29TH POND USGS TT STA.
 OE1703'1942.
 OE1703'
 OE1703'REFERENCE MARK NO. 1 IS S OF THE STATION ABOUT 50 FEET N OF A
 OE1703'POINT WHERE THE HILL BREAKS SHARPLY.  IT IS A BRONZE DISK SET IN
 OE1703'A DRILL HOLE IN THE CENTER OF THE TOP OF A 6- BY 4-FOOT BOULDER
 OE1703'THAT IS ABOUT 4 FEET HIGH.  IT IS STAMPED 29TH POND U.S.G.S. TT
 OE1703'STA. NO. 1 1942.
 OE1703'
 OE1703'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  IT IS A BRONZE
 OE1703'DISK SET FLUSH IN A DRILL HOLE IN THE CENTER OF A ROCK OUTCROP THAT
 OE1703'HAS A 4- BY 4-FOOT EXPOSED SURFACE AND IS FLUSH.  IT IS 9 FEET SW
 OE1703'OF THE CENTER OF THE ROAD AND IS STAMPED 29TH POND U.S.G.S. TT
 OE1703'STA. NO. 2 1942.  DISTANCE IS SLOPE.
 OE1703'
 OE1703'NO SUITABLE PLACE WAS AVAILABLE FOR AN AZIMUTH MARK.  VANDERWHACKER
 OE1703'MOUNTAIN LOOKOUT TOWER MAY BE SUITABLE BUT WOULD REQUIRE A 64-FOOT
 OE1703'TOWER.
 OE1703'
 OE1703'TO REACH THE STATION FROM THE POST OFFICE IN MINERVA GO N ON
 OE1703'STATE HIGHWAY 28 N FOR 3.5 MILES TO A DIRT ROAD RIGHT.  THIS IS
 OE1703'ABOUT 0.1 MILE N OF THE ROAD SUMMIT, TURN RIGHT AS PER SIGN
 OE1703'TAWISTA AND GO 0.5 MILE TO THE STATION ON THE RIGHT.
 OE1703'
 OE1703'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION HENDERSON.
 OE1703'
 OE1703'A 77-FOOT TOWER WILL SEE A 45-FOOT LIGHT AT STATION GORE.
 OE1703'
 OE1703'A 77-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION PEAKED.
 OE1703'
 OE1703'A 77-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION MC GINN
 OE1703'(U.S.G.S.).
 OE1703'
 OE1703'A 64-FOOT TOWER WILL SEE A 25-FOOT LIGHT AT STATION VANDERWHACKER.
 OE1703'
 OE1703'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OE1703
 OE1703                          STATION RECOVERY (1976)
 OE1703
 OE1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1703'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOO
 OE1703'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1
 OE1703'AND 2 CHECKED ADEQUATELY.  DUE TO CHANGES A NEW COMPLETE
 OE1703'DESCRIPTION FOLLOWS.
 OE1703'
 OE1703'THE STATION IS ABOUT 13 MILES EAST-NORTHEAST OF INDIAN LAKE,
 OE1703'9-1/2 MILES NORTH OF NORTH CREEK AND 3-1/2 MILES NORTH OF
 OE1703'MINERVA.  IT IS ON THE PROPERTY OF NEW YORK FOREST SERVICE.
 OE1703'A KEY WAS OBTAINED FROM LAWERENCE WEST, WEST ROAD BOX 10,
 OE1703'OLMSTEADVILLE, NEW YORK, 12857.
 OE1703'
 OE1703'TO REACH THE STATION FROM MURDIES GENERAL STORE IN MINERVA GO
 OE1703'NORTH ON STATE HIGHWAY 28N FOR 3.6 MILES TO A LOCKED PIPE GATE
 OE1703'AND SURFACED TURN OUT ON RIGHT AT A SIGN (STATE LAND FOREST
 OE1703'PRESERVE, ALL VEHICLES PROHIBITED).  TURN RIGHT PASSING THROUGH
 OE1703'PIPE GATE AND GO 0.35 MILE TO A FORK.  KEEP RIGHT FORK AND GO
 OE1703'0.15 MILE TO THE TOP OF HILL AND STATION.
 OE1703'
 OE1703'STATION MARK, STAMPED---29 TH POND TT STA 1942---, IS A BRONZE
 OE1703'BENCH MARK DISK OF THE GEOLOGICAL SURVEY, SET IN A 12 BY 16
 OE1703'INCH CONCRETE BOX 6 INCHES DEEP. THE TOP OF THE BOX IS FLUSH
 OE1703'WITH THE GROUND. IT IS 15.0 FEET SOUTH OF A TRACK ROAD.
 OE1703'
 OE1703'REFERENCE MARK 1, STAMPED---29 TH POND USGS TT STA NO 1 1942---,
 OE1703'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 OE1703'PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 127 FEET SOUTH OF THE
 OE1703'TRACK ROAD AND ABOUT 4 FEET HIGHER THAN THE STATION.
 OE1703'
 OE1703'REFERENCE MARK 2, STAMPED---29 TH POND USGS TT STA NO 2 1942---
 OE1703'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OE1703'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS 12 FEET SOUTHWEST
 OE1703'OF THE TRACK ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 OE1703'
 OE1703'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.4 METERS.
 OE1703'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO LARGE
 OE1703'TREES ON LINE.
 OE1703'
 OE1703'A TELESCOPING MAST WAS USED TO ELEVATE THE LIGHT, THEREFORE,
 OE1703'NO DISTANT OBJECTS WERE OBSERVED.  ONLY THE ANGLE BETWEEN THE
 OE1703'REFERENCE MARKS WAS TURNED.
 OE1703'
 OE1703'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 OE1703'
 OE1703'DESCRIBED BY W.S. STITES
 OE1703
 OE1703                          STATION RECOVERY (1981)
 OE1703
 OE1703'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (WEB)
 OE1703'29TH POND USGS TT STA 1942 RECOVERED GOOD.
 OE1703'
 OE1703'29TH POND USGS TT NO 1 1942 RECOVERED GOOD DIST AND DIRECTION
 OE1703'NOT CHECKED.
 OE1703'
 OE1703'29TH POND USGS TT NO 2 1942 RECOVERED GOOD DIST AND DIRECTION NOT
 OE1703'CHECKED.
 OE1703'
 OE1703'CLEARED BOX OF FORREST LITTER AND DUFF.  FLAGGED AREA, CLEARED LINE
 OE1703'TO REF. MKS.
 OE1703'BECAUSE A TOWER IS NEEDED AT THIS STATION I SHALL NOT INCLUDE IT IN
 OE1703'ANY OF MY FUTURE WORK.  AT THIS HEIGHT ONE CANT EVEN SEE TO THE
 OE1703'NEAREST HILL TOP.
 OE1703'
 OE1703'DISTANCE AND DIRECTION FROM NEAREST TOWN--N OF MINERVA.
 OE1703
 OE1703                          STATION RECOVERY (1992)
 OE1703
 OE1703'RECOVERY NOTE BY NEW YORK DEPT OF ENVIRON PROTECTION 1992 (LD)
 OE1703'DESCRIPTION FROM MINERVA IS GOOD.  PARK AT THE STONY POND TRAILHEAD.
 OE1703'FOLLOW THE TRAIL, ALSO MARKED AS A NYSDEC SNOWMOBILE TRAIL, TO WHERE
 OE1703'IT SPLITS.  THE STONY POND TRAIL CONTINUES LEFT, WIDENS AND RISES. THE
 OE1703'STATION TRAIL CAN BE SEEN ON THE RIGHT BUT IS GROWN UP SOMEWHAT WITH
 OE1703'SAPLINGS AND HAS MUCH DEAD FALL ACROSS THE TRAIL.  THE STATION IS
 OE1703'LOCATED JUST OFF THE TRAIL AT THE SUMMIT AND IS SITUATED IN FAIRLY
 OE1703'TALL, DENSE HARDWOODS WITH A VERY SMALL CANOPY OPENING.  THE TAWISTA
 OE1703'SIGN REFERRED TO IN THE DESCRIPTION WAS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0819 ***********************************************************************
 NB0819  DESIGNATION -  3
 NB0819  PID         -  NB0819
 NB0819  STATE/COUNTY-  NY/ONTARIO
 NB0819  USGS QUAD   -  STANLEY (1952)
 NB0819
 NB0819                         *CURRENT SURVEY CONTROL
 NB0819  ___________________________________________________________________
 NB0819* NAD 83(1986)-  42 52 01.     (N)    077 06 36.     (W)     SCALED    
 NB0819* NAVD 88     -       248.057  (meters)     813.83   (feet)  ADJUSTED  
 NB0819  ___________________________________________________________________
 NB0819  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NB0819  DYNAMIC HT  -         247.985 (meters)     813.60  (feet)  COMP
 NB0819  MODELED GRAV-     980,323.9   (mgal)                       NAVD 88
 NB0819
 NB0819  VERT ORDER  -  SECOND    CLASS 0
 NB0819
 NB0819.The horizontal coordinates were scaled from a topographic map and have
 NB0819.an estimated accuracy of +/- 6 seconds.
 NB0819
 NB0819.The orthometric height was determined by differential leveling
 NB0819.and adjusted by the National Geodetic Survey in June 1991..
 NB0819
 NB0819.The geoid height was determined by GEOID03.
 NB0819
 NB0819.The dynamic height is computed by dividing the NAVD 88
 NB0819.geopotential number by the normal gravity value computed on the
 NB0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0819.degrees latitude (g = 980.6199 gals.).
 NB0819
 NB0819.The modeled gravity was interpolated from observed gravity values.
 NB0819
 NB0819;                    North         East    Units  Estimated Accuracy
 NB0819;SPC NY C     -   318,520.      206,970.      MT  (+/- 180 meters Scaled)
 NB0819
 NB0819                          SUPERSEDED SURVEY CONTROL
 NB0819
 NB0819  NGVD 29 (??/??/92)  248.203  (m)          814.31   (f) ADJ UNCH    2 0
 NB0819
 NB0819.Superseded values are not recommended for survey control.
 NB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0819.See file dsdata.txt to determine how the superseded data were derived.
 NB0819
 NB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN276481(NAD 83)
 NB0819_MARKER: B = BOLT
 NB0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0819_SP_SET: BRIDGE ABUTMENT
 NB0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0819
 NB0819  HISTORY     - Date     Condition        Report By
 NB0819  HISTORY     - UNK      MONUMENTED       PRR
 NB0819  HISTORY     - 1935     GOOD             NGS
 NB0819  HISTORY     - 19870323 MARK NOT FOUND   USPSQD
 NB0819
 NB0819                          STATION DESCRIPTION
 NB0819
 NB0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0819'1.9 MI S FROM SENECA CASTLE.
 NB0819'IS LOCATED 1.9 MILES SOUTH OF THE DEPOT AT SENECA CASTLE. 0.7 OF MILE
 NB0819'NORTH OF THE STATION AT FLINT. ON EAST END OF BRIDGE SEAT OF SOUTH
 NB0819'ABUTMENT OF BRIDGE NO. 2.97 OVER PRIVATE ROAD.
 NB0819
 NB0819                          STATION RECOVERY (1987)
 NB0819
 NB0819'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 NB0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0448 ***********************************************************************
 OD0448  DESIGNATION -  3
 OD0448  PID         -  OD0448
 OD0448  STATE/COUNTY-  NY/WASHINGTON
 OD0448  USGS QUAD   -  THORN HILL (1972)
 OD0448
 OD0448                         *CURRENT SURVEY CONTROL
 OD0448  ___________________________________________________________________
 OD0448* NAD 83(1986)-  43 35 20.     (N)    073 17 44.     (W)     SCALED    
 OD0448* NAVD 88     -       105.778  (meters)     347.04   (feet)  ADJUSTED  
 OD0448  ___________________________________________________________________
 OD0448  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 OD0448  DYNAMIC HT  -         105.757 (meters)     346.97  (feet)  COMP
 OD0448  MODELED GRAV-     980,416.5   (mgal)                       NAVD 88
 OD0448
 OD0448  VERT ORDER  -  FIRST     CLASS II
 OD0448
 OD0448.The horizontal coordinates were scaled from a topographic map and have
 OD0448.an estimated accuracy of +/- 6 seconds.
 OD0448
 OD0448.The orthometric height was determined by differential leveling
 OD0448.and adjusted by the National Geodetic Survey in June 1991..
 OD0448
 OD0448.The geoid height was determined by GEOID03.
 OD0448
 OD0448.The dynamic height is computed by dividing the NAVD 88
 OD0448.geopotential number by the normal gravity value computed on the
 OD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0448.degrees latitude (g = 980.6199 gals.).
 OD0448
 OD0448.The modeled gravity was interpolated from observed gravity values.
 OD0448
 OD0448;                    North         East    Units  Estimated Accuracy
 OD0448;SPC NY E     -   528,800.      247,260.      MT  (+/- 180 meters Scaled)
 OD0448
 OD0448                          SUPERSEDED SURVEY CONTROL
 OD0448
 OD0448  NGVD 29 (??/??/92)  105.923  (m)          347.52   (f) ADJ UNCH    1 2
 OD0448
 OD0448.Superseded values are not recommended for survey control.
 OD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0448.See file dsdata.txt to determine how the superseded data were derived.
 OD0448
 OD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP375276(NAD 83)
 OD0448_MARKER: X = CHISELED CROSS
 OD0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0448_SP_SET: BRIDGE ABUTMENT
 OD0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0448
 OD0448  HISTORY     - Date     Condition        Report By
 OD0448  HISTORY     - UNK      MONUMENTED       DHRR
 OD0448  HISTORY     - 1955     GOOD             NGS
 OD0448
 OD0448                          STATION DESCRIPTION
 OD0448
 OD0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0448'1.9 MI W FROM FAIR HAVEN.
 OD0448'IN WASHINGTON COUNTY, NEW YORK, ABOUT 1.9 MILES WEST ALONG THE
 OD0448'DELAWARE AND HUDSON RAILROAD FROM THE STATION AT FAIR HAVEN, RUTLAND
 OD0448'COUNTY VERMONT, AT RAILROAD BRIDGE OVER POULTNEY RIVER (NEW
 OD0448'YORK-VERMONT STATE LINE), A CHISELED CROSS WITHIN A 2 1/4-INCH
 OD0448'CHISELED CIRCLE IN THE TOP OF THE NORTHEAST CORNER OF NORTH END OF
 OD0448'BACK WALL OF WEST STONE MASONRY ABUTMENT OF BRIDGE OVER POULTNEY
 OD0448'RIVER, 6 FEET NORTH OF NORTH RAIL AND ABOUT 1 1/4 FEET BELOW LEVEL OF
 OD0448'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0522 ***********************************************************************
 PH0522  DESIGNATION -  3
 PH0522  PID         -  PH0522
 PH0522  STATE/COUNTY-  NY/ST LAWRENCE
 PH0522  USGS QUAD   -  MASSENA (1964)
 PH0522
 PH0522                         *CURRENT SURVEY CONTROL
 PH0522  ___________________________________________________________________
 PH0522* NAD 83(1986)-  44 56 50.     (N)    074 56 35.     (W)     SCALED    
 PH0522* NAVD 88     -        65.17   (+/-2cm)     213.8    (feet)  VERTCON   
 PH0522  ___________________________________________________________________
 PH0522  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 PH0522
 PH0522  VERT ORDER  -  ? (See Below)
 PH0522
 PH0522.The horizontal coordinates were scaled from a topographic map and have
 PH0522.an estimated accuracy of +/- 6 seconds.
 PH0522
 PH0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0522.The vertical order pertains to the NGVD 29 superseded value.
 PH0522
 PH0522.The geoid height was determined by GEOID03.
 PH0522
 PH0522;                    North         East    Units  Estimated Accuracy
 PH0522;SPC NY E     -   679,110.      115,040.      MT  (+/- 180 meters Scaled)
 PH0522
 PH0522                          SUPERSEDED SURVEY CONTROL
 PH0522
 PH0522  NGVD 29 (??/??/92)   65.296  (m)          214.23   (f) ADJ UNCH    ?  
 PH0522
 PH0522.Superseded values are not recommended for survey control.
 PH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0522.See file dsdata.txt to determine how the superseded data were derived.
 PH0522
 PH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ044770(NAD 83)
 PH0522_MARKER: B = BOLT
 PH0522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PH0522_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PH0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0522
 PH0522  HISTORY     - Date     Condition        Report By
 PH0522  HISTORY     - UNK      MONUMENTED       LOCENG
 PH0522  HISTORY     - 1943     GOOD             NGS
 PH0522
 PH0522                          STATION DESCRIPTION
 PH0522
 PH0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0522'2.5 MI NE FROM LOUISVILLE LANDING.
 PH0522'ABOUT 2-1/2 MILES NORTHEAST OF LOUISVILLE LANDING, ST. LAWRENCE
 PH0522'COUNTY, ON STATE HIGHWAY 37 B, OPPOSITE THE SOUTHEAST POINT OF CROIL
 PH0522'ISLAND, ABOUT 470 FEET NORTH OF THE HIGHWAY, ON THE EAST SIDE OF THE
 PH0522'BAY AT RICHARDS LANDING, 28 FEET WEST OF A DIRT ROAD, 77 FEET
 PH0522'SOUTHWEST OF THE SOUTHWEST CORNER OF A BOATHOUSE, 55 FEET SOUTH OF THE
 PH0522'SOUTHEAST CORNER OF THE ST. LAWRENCE RIVER POWER COMPANY GAGE HOUSE,
 PH0522'22 FEET SOUTHEAST OF A TRIANGULAR-BLAZED 40-INCH WILLOW TREE, INSIDE A
 PH0522'1-FOOT IRON PIPE PARTIALLY FILLED WITH CONCRETE, AND ABOUT 5 INCHES
 PH0522'BELOW THE TOP OF THE PIPE.  THE TOP OF A 1/2-INCH BRASS BOLT
 PH0522'PROJECTING ABOUT 1/2 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0543 ***********************************************************************
 PH0543  DESIGNATION -  3
 PH0543  PID         -  PH0543
 PH0543  STATE/COUNTY-  NY/ST LAWRENCE
 PH0543  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0543
 PH0543                         *CURRENT SURVEY CONTROL
 PH0543  ___________________________________________________________________
 PH0543* NAD 83(1986)-  44 59 42.     (N)    074 48 50.     (W)     SCALED    
 PH0543* NAVD 88     -        62.25   (+/-2cm)     204.2    (feet)  VERTCON   
 PH0543  ___________________________________________________________________
 PH0543  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 PH0543
 PH0543  VERT ORDER  -  ? (See Below)
 PH0543
 PH0543.The horizontal coordinates were scaled from a topographic map and have
 PH0543.an estimated accuracy of +/- 6 seconds.
 PH0543
 PH0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0543.The vertical order pertains to the NGVD 29 superseded value.
 PH0543
 PH0543.The geoid height was determined by GEOID03.
 PH0543
 PH0543;                    North         East    Units  Estimated Accuracy
 PH0543;SPC NY E     -   684,370.      125,250.      MT  (+/- 180 meters Scaled)
 PH0543
 PH0543                          SUPERSEDED SURVEY CONTROL
 PH0543
 PH0543  NGVD 29 (??/??/92)   62.366  (m)          204.61   (f) ADJ UNCH    ?  
 PH0543
 PH0543.Superseded values are not recommended for survey control.
 PH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0543.See file dsdata.txt to determine how the superseded data were derived.
 PH0543
 PH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ146824(NAD 83)
 PH0543_MARKER: B = BOLT
 PH0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0543+STABILITY: SURFACE MOTION
 PH0543
 PH0543  HISTORY     - Date     Condition        Report By
 PH0543  HISTORY     - UNK      MONUMENTED       USLS
 PH0543  HISTORY     - 1943     GOOD             NGS
 PH0543  HISTORY     - 1968     MARK NOT FOUND   LDA
 PH0543
 PH0543                          STATION DESCRIPTION
 PH0543
 PH0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0543'2.25 MI W FROM MASSENA POINT.
 PH0543'ABOUT 2-1/4 MILES WEST OF THE END OF MASSENA POINT, ST. LAWRENCE
 PH0543'COUNTY, 13 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT OF RIVER ROAD
 PH0543'(MACADAM), 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MRS.
 PH0543'BERTHA HULBURD HOUSE, 16 FEET SOUTHEAST OF A 20-INCH MAPLE TREE, AND
 PH0543'ABOUT 151 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE RED BARN.
 PH0543'THE TOP OF A 1/4-INCH BRASS BOLT SET IN THE TOP OF A CONCRETE POST
 PH0543'ABOUT 1.4 FEET BELOW GROUND AND PROJECTING ABOUT 1/2 INCH ABOVE THE
 PH0543'CONCRETE.
 PH0543
 PH0543                          STATION RECOVERY (1968)
 PH0543
 PH0543'RECOVERY NOTE BY L DICKERSON ASSOC 1968
 PH0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1281 ***********************************************************************
 KU1281  DESIGNATION -  3 M
 KU1281  PID         -  KU1281
 KU1281  STATE/COUNTY-  NY/KINGS
 KU1281  USGS QUAD   -  CONEY ISLAND (1979)
 KU1281
 KU1281                         *CURRENT SURVEY CONTROL
 KU1281  ___________________________________________________________________
 KU1281* NAD 83(1986)-  40 36 33.     (N)    073 58 02.     (W)     SCALED    
 KU1281* NAVD 88     -         8.026  (meters)      26.33   (feet)  ADJUSTED  
 KU1281  ___________________________________________________________________
 KU1281  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KU1281  DYNAMIC HT  -           8.023 (meters)      26.32  (feet)  COMP
 KU1281  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 KU1281
 KU1281  VERT ORDER  -  FIRST     CLASS II
 KU1281
 KU1281.The horizontal coordinates were scaled from a topographic map and have
 KU1281.an estimated accuracy of +/- 6 seconds.
 KU1281
 KU1281.The orthometric height was determined by differential leveling
 KU1281.and adjusted by the National Geodetic Survey in June 1991..
 KU1281
 KU1281.The geoid height was determined by GEOID03.
 KU1281
 KU1281.The dynamic height is computed by dividing the NAVD 88
 KU1281.geopotential number by the normal gravity value computed on the
 KU1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1281.degrees latitude (g = 980.6199 gals.).
 KU1281
 KU1281.The modeled gravity was interpolated from observed gravity values.
 KU1281
 KU1281;                    North         East    Units  Estimated Accuracy
 KU1281;SPC NY L     -    49,140.      302,770.      MT  (+/- 180 meters Scaled)
 KU1281
 KU1281                          SUPERSEDED SURVEY CONTROL
 KU1281
 KU1281  NGVD 29 (??/??/92)    8.364  (m)           27.44   (f) ADJ UNCH    1 2
 KU1281
 KU1281.Superseded values are not recommended for survey control.
 KU1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1281.See file dsdata.txt to determine how the superseded data were derived.
 KU1281
 KU1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK873958(NAD 83)
 KU1281_MARKER: Q = CHISELED SQUARE
 KU1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1281_SP_SET: MILE STONE
 KU1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1281
 KU1281  HISTORY     - Date     Condition        Report By
 KU1281  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1281  HISTORY     - 1952     GOOD             NGS
 KU1281  HISTORY     - 1989     GOOD             USPSQD
 KU1281  HISTORY     - 20060608 GOOD             GEOCAC
 KU1281
 KU1281                          STATION DESCRIPTION
 KU1281
 KU1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1281'AT NEW YORK.
 KU1281'AT NEW YORK, IN BOROUGH OF BROOKLYN, NEAR INTERSECTION OF AVENUE
 KU1281'P AND OCEAN PARKWAY, 173 FEET SOUTH OF SOUTH CURB OF AVENUE P,
 KU1281'27 FEET EAST OF EAST CURB OF SOUTH BOUND SERVICE DRIVE OF
 KU1281'OCEAN PARKWAY, 4 1/2 FEET WEST OF WEST CURB OF OCEAN PARKWAY,
 KU1281'A 1-INCH OUTLINED SQUARE IN THE TOP OF A GRANITE MILE STONE
 KU1281'14 BY 6 INCHES AND PROJECTING 1.9 FEET ABOVE SIDE WALK. 3 M
 KU1281'IS CUT IN EAST FACE OF MILE STONE.
 KU1281
 KU1281                          STATION RECOVERY (1989)
 KU1281
 KU1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 KU1281'RECOVERED IN GOOD CONDITION.
 KU1281
 KU1281                          STATION RECOVERY (2006)
 KU1281
 KU1281'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1281'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1068 ***********************************************************************
 NB1068  DESIGNATION -  3 USE
 NB1068  PID         -  NB1068
 NB1068  STATE/COUNTY-  NY/STEUBEN
 NB1068  USGS QUAD   -  RATHBONE (1953)
 NB1068
 NB1068                         *CURRENT SURVEY CONTROL
 NB1068  ___________________________________________________________________
 NB1068* NAD 83(1986)-  42 10 28.     (N)    077 20 23.     (W)     SCALED    
 NB1068* NAVD 88     -       313.293  (meters)    1027.86   (feet)  ADJUSTED  
 NB1068  ___________________________________________________________________
 NB1068  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 NB1068  DYNAMIC HT  -         313.178 (meters)    1027.48  (feet)  COMP
 NB1068  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 NB1068
 NB1068  VERT ORDER  -  FIRST     CLASS II
 NB1068
 NB1068.The horizontal coordinates were scaled from a topographic map and have
 NB1068.an estimated accuracy of +/- 6 seconds.
 NB1068
 NB1068.The orthometric height was determined by differential leveling
 NB1068.and adjusted by the National Geodetic Survey in June 1991..
 NB1068
 NB1068.The geoid height was determined by GEOID03.
 NB1068
 NB1068.The dynamic height is computed by dividing the NAVD 88
 NB1068.geopotential number by the normal gravity value computed on the
 NB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1068.degrees latitude (g = 980.6199 gals.).
 NB1068
 NB1068.The modeled gravity was interpolated from observed gravity values.
 NB1068
 NB1068;                    North         East    Units  Estimated Accuracy
 NB1068;SPC NY C     -   241,750.      187,510.      MT  (+/- 180 meters Scaled)
 NB1068
 NB1068                          SUPERSEDED SURVEY CONTROL
 NB1068
 NB1068  NGVD 29 (??/??/92)  313.448  (m)         1028.37   (f) ADJ UNCH    1 2
 NB1068
 NB1068.Superseded values are not recommended for survey control.
 NB1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1068.See file dsdata.txt to determine how the superseded data were derived.
 NB1068
 NB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM067717(NAD 83)
 NB1068_MARKER: Q = CHISELED SQUARE
 NB1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1068_SP_SET: BRIDGE ABUTMENT
 NB1068_MARK LOGO: USE   
 NB1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1068
 NB1068  HISTORY     - Date     Condition        Report By
 NB1068  HISTORY     - UNK      MONUMENTED       USE
 NB1068  HISTORY     - 1941     GOOD             NGS
 NB1068  HISTORY     - 1983     POOR             NGS
 NB1068
 NB1068                          STATION DESCRIPTION
 NB1068
 NB1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1068'1.4 MI SE FROM CAMERON MILLS.
 NB1068'1.4 MILES SOUTHEAST ALONG ERIE RAILROAD FROM STATION AT CAMERON
 NB1068'MILLS, CUT IN THE SOUTH CORNER OF THE EAST ABUTMENT OF BRIDGE NO.
 NB1068'310-08, 31 FEET SOUTH OF BM K-134, 8 FEET SOUTH OF THE SOUTH RAIL OF
 NB1068'THE SOUTH TRACK, 3.4 FEET SOUTH OF THE EAST END OF THE SOUTH STEEL
 NB1068'BRIDGE WALL. A CHISELED X WITHIN A CHISELED SQUARE BESIDE A CHISELED
 NB1068'3.
 NB1068
 NB1068                          STATION RECOVERY (1983)
 NB1068
 NB1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1068'RECOVERED IN POOR CONDITION, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1725 ***********************************************************************
 KU1725  DESIGNATION -  3 USE
 KU1725  PID         -  KU1725
 KU1725  STATE/COUNTY-  NY/WESTCHESTER
 KU1725  USGS QUAD   -  MOUNT VERNON (1979)
 KU1725
 KU1725                         *CURRENT SURVEY CONTROL
 KU1725  ___________________________________________________________________
 KU1725* NAD 83(1986)-  40 53 30.     (N)    073 46 55.     (W)     SCALED    
 KU1725* NAVD 88     -         3.495  (meters)      11.47   (feet)  ADJUSTED  
 KU1725  ___________________________________________________________________
 KU1725  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU1725  DYNAMIC HT  -           3.494 (meters)      11.46  (feet)  COMP
 KU1725  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 KU1725
 KU1725  VERT ORDER  -  FIRST     CLASS I
 KU1725
 KU1725.The horizontal coordinates were scaled from a topographic map and have
 KU1725.an estimated accuracy of +/- 6 seconds.
 KU1725
 KU1725.The orthometric height was determined by differential leveling
 KU1725.and adjusted by the National Geodetic Survey in June 1991..
 KU1725.WARNING-Repeat measurements at this control monument indicate possible
 KU1725.vertical movement.
 KU1725
 KU1725.The geoid height was determined by GEOID03.
 KU1725
 KU1725.The dynamic height is computed by dividing the NAVD 88
 KU1725.geopotential number by the normal gravity value computed on the
 KU1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1725.degrees latitude (g = 980.6199 gals.).
 KU1725
 KU1725.The modeled gravity was interpolated from observed gravity values.
 KU1725
 KU1725;                    North         East    Units  Estimated Accuracy
 KU1725;SPC NY E     -   228,770.      210,510.      MT  (+/- 180 meters Scaled)
 KU1725
 KU1725                          SUPERSEDED SURVEY CONTROL
 KU1725
 KU1725  NGVD 29 (??/??/92)    3.82   (m)           12.5    (f) COMPUTED    1 1
 KU1725
 KU1725.Superseded values are not recommended for survey control.
 KU1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1725.See file dsdata.txt to determine how the superseded data were derived.
 KU1725
 KU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL026274(NAD 83)
 KU1725_MARKER: DD = SURVEY DISK
 KU1725_SETTING: 66 = SET IN ROCK OUTCROP
 KU1725_SP_SET: BEDROCK
 KU1725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1725+STABILITY: POSITION/ELEVATION WELL
 KU1725
 KU1725  HISTORY     - Date     Condition        Report By
 KU1725  HISTORY     - UNK      MONUMENTED       DOD
 KU1725  HISTORY     - 1965     GOOD             NGS
 KU1725  HISTORY     - 1986     GOOD             LOCSUR
 KU1725
 KU1725                          STATION DESCRIPTION
 KU1725
 KU1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1725'AT NEW ROCHELLE.
 KU1725'AT NEW ROCHELLE, ABOUT 1.1 MILES SOUTHWEST ALONG PELHAM ROAD
 KU1725'FROM THE INTERSECTION OF FRANKLIN AVENUE, IN THE SOUTH PART OF
 KU1725'THE CITY, 95 YARDS NORTH OF THE MAINLAND FERRY FOR FORT SLOCUM,
 KU1725'302 FEET SOUTHWEST OF THE INTERSECTION OF FORT SLOCUM ROAD
 KU1725'AND HARBOR LANE, SET IN THE TOP OF A 8-BY-4 FOOT EXPOSED PART
 KU1725'OF BEDROCK, 26 FEET WEST OF THE CENTER LINE OF FORT SLOCUM ROAD,
 KU1725'9.9 FEET WEST OF THE WEST SIDE OF A STONE RETAINING WALL ALONG
 KU1725'THE WEST SIDE OF FORT SLOCUM ROAD, 181.4 FEET SOUTH OF BENCH
 KU1725'MARK 2 1957 DESCRIBED AND 2 FEET ABOVE THE LEVEL OF FORT SLOCUM
 KU1725'ROAD.
 KU1725
 KU1725                          STATION RECOVERY (1986)
 KU1725
 KU1725'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RF)
 KU1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0981 ***********************************************************************
 KU0981  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0981  DESIGNATION -  3 USE
 KU0981  PID         -  KU0981
 KU0981  STATE/COUNTY-  NY/QUEENS
 KU0981  USGS QUAD   -  FLUSHING (1979)
 KU0981
 KU0981                         *CURRENT SURVEY CONTROL
 KU0981  ___________________________________________________________________
 KU0981* NAD 83(1986)-  40 47 40.     (N)    073 46 51.     (W)     SCALED    
 KU0981* NAVD 88     -         3.599  (meters)      11.81   (feet)  ADJUSTED  
 KU0981  ___________________________________________________________________
 KU0981  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0981  DYNAMIC HT  -           3.598 (meters)      11.80  (feet)  COMP
 KU0981  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 KU0981
 KU0981  VERT ORDER  -  FIRST     CLASS II
 KU0981
 KU0981.The horizontal coordinates were scaled from a topographic map and have
 KU0981.an estimated accuracy of +/- 6 seconds.
 KU0981
 KU0981.The orthometric height was determined by differential leveling
 KU0981.and adjusted by the National Geodetic Survey in June 1991..
 KU0981
 KU0981.This Tidal Bench Mark is designated as VM 303
 KU0981.by the Center for Operational Oceanographic Products and Services.
 KU0981
 KU0981.The geoid height was determined by GEOID03.
 KU0981
 KU0981.The dynamic height is computed by dividing the NAVD 88
 KU0981.geopotential number by the normal gravity value computed on the
 KU0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0981.degrees latitude (g = 980.6199 gals.).
 KU0981
 KU0981.The modeled gravity was interpolated from observed gravity values.
 KU0981
 KU0981;                    North         East    Units  Estimated Accuracy
 KU0981;SPC NY L     -    69,740.      318,500.      MT  (+/- 180 meters Scaled)
 KU0981
 KU0981                          SUPERSEDED SURVEY CONTROL
 KU0981
 KU0981  NGVD 29 (??/??/92)    3.93   (m)           12.9    (f) COMPUTED    1 2
 KU0981
 KU0981.Superseded values are not recommended for survey control.
 KU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0981.See file dsdata.txt to determine how the superseded data were derived.
 KU0981
 KU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028166(NAD 83)
 KU0981_MARKER: DD = SURVEY DISK
 KU0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0981_SP_SET: WALL
 KU0981_STAMPING: 3 1938
 KU0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0981
 KU0981  HISTORY     - Date     Condition        Report By
 KU0981  HISTORY     - 1938     MONUMENTED       DOD
 KU0981  HISTORY     - 1952     GOOD             NGS
 KU0981  HISTORY     - 20060517 GOOD             GEOCAC
 KU0981
 KU0981                          STATION DESCRIPTION
 KU0981
 KU0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0981'AT NEW YORK.
 KU0981'AT NEW YORK, IN BOROUGH OF QUEENS, AT WEST SIDE OF FORT TOTTEN,
 KU0981'ABOUT 0.1 MILE NORTH OF QUARTERMASTER DOCK, NEAR THE FOOT OF
 KU0981'STONE JETTY, IN THE TOP OF A STONE MASONRY WALL WITH IRON FENCE
 KU0981'SURROUNDING A CONCRETE PLAZA IN FRONT OF BUILDING NO. 230, 1/2
 KU0981'FOOT EAST OF IRON FENCE, 5 FEET SOUTH OF WOODEN PART OF BUILDING
 KU0981'BUILT ON TOP OF STONE MASONRY WALL AND ABOUT 2 FEET ABOVE CONCRETE
 KU0981'PLAZA.
 KU0981
 KU0981                          STATION RECOVERY (2006)
 KU0981
 KU0981'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0981'RECOVERED IN GOOD CONDITION.  BUILDING NO. 230 FROM THE ORIGINAL
 KU0981'DESCRIPTION NO LONGER EXISTS.  A NEW DESCRIPTION FOLLOWS.
 KU0981' 
 KU0981'THE MARK IS ABOUT 50 YARDS NW OF THE NE CORNER OF BUILDING NO. 615 AND
 KU0981'5 FEET SOUTH OF THE NORTH END OF THE IRON FENCE WHICH RUNS ALONG THE
 KU0981'TOP OF THE BULKHEAD. THE MARK IS MOUNTED IN THE TOP OF THE BULKHEAD
 KU0981'ABOUT .5 FEET EAST OF THE IRON FENCE.  THE MARK IS NOT VISIBLE FROM
 KU0981'THE PARKING LOT SIDE OF THE BULKHEAD DUE TO VEGETATION.
 KU0981' 
 KU0981'ACCESS TO THE MARK SHOULD BE FROM THE WEST SIDE (BAY SIDE) OF THE
 KU0981'BULKHEAD AT LOW TIDE.  ACCESS TO THE BAY SIDE IS POSSIBLE THROUGH A
 KU0981'GAP IN THE CHAIN LINK FENCE ABOUT 50 YARDS NW OF THE NE CORNER OF
 KU0981'BUILDING NO. 615, WHICH IS JUST NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0534 ***********************************************************************
 PH0534  DESIGNATION -  30
 PH0534  PID         -  PH0534
 PH0534  STATE/COUNTY-  NY/ST LAWRENCE
 PH0534  USGS QUAD   -  MASSENA (1964)
 PH0534
 PH0534                         *CURRENT SURVEY CONTROL
 PH0534  ___________________________________________________________________
 PH0534* NAD 83(1986)-  44 59 01.     (N)    074 53 00.     (W)     SCALED    
 PH0534* NAVD 88     -        71.11   (+/-2cm)     233.3    (feet)  VERTCON   
 PH0534  ___________________________________________________________________
 PH0534  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 PH0534
 PH0534  VERT ORDER  -  ? (See Below)
 PH0534
 PH0534.The horizontal coordinates were scaled from a topographic map and have
 PH0534.an estimated accuracy of +/- 6 seconds.
 PH0534
 PH0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0534.The vertical order pertains to the NGVD 29 superseded value.
 PH0534
 PH0534.The geoid height was determined by GEOID03.
 PH0534
 PH0534;                    North         East    Units  Estimated Accuracy
 PH0534;SPC NY E     -   683,130.      119,770.      MT  (+/- 180 meters Scaled)
 PH0534
 PH0534                          SUPERSEDED SURVEY CONTROL
 PH0534
 PH0534  NGVD 29 (??/??/92)   71.231  (m)          233.70   (f) ADJ UNCH    ?  
 PH0534
 PH0534.Superseded values are not recommended for survey control.
 PH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0534.See file dsdata.txt to determine how the superseded data were derived.
 PH0534
 PH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ091811(NAD 83)
 PH0534_MARKER: Z = SEE DESCRIPTION
 PH0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0534_SP_SET: WATER TABLE
 PH0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0534
 PH0534  HISTORY     - Date     Condition        Report By
 PH0534  HISTORY     - UNK      MONUMENTED       USLS
 PH0534  HISTORY     - 1943     GOOD             NGS
 PH0534
 PH0534                          STATION DESCRIPTION
 PH0534
 PH0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0534'0.5 MI NE FROM TRACY LANDING.
 PH0534'ABOUT 1/2 MILE NORTHEAST OF TRACY LANDING, ST. LAWRENCE COUNTY, ON THE
 PH0534'NORTHWEST SIDE OF RIVER ROAD, AT THE FRONTIER CORPORATION BRICK HOUSE
 PH0534'(FORMERLY ON THE CARTON FARM), AND CUT ON THE TOP OF THE EAST CORNER
 PH0534'OF THE STONE WATER TABLE.  THE TOP A 3/4-INCH KNOB BELOW THE CHISELED
 PH0534'LETTERS U.S.T.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0385 ***********************************************************************
 OD0385  DESIGNATION -  30 DHRR
 OD0385  PID         -  OD0385
 OD0385  STATE/COUNTY-  NY/ESSEX
 OD0385  USGS QUAD   -  TICONDEROGA (1950)
 OD0385
 OD0385                         *CURRENT SURVEY CONTROL
 OD0385  ___________________________________________________________________
 OD0385* NAD 83(1986)-  43 50 40.     (N)    073 23 36.     (W)     SCALED    
 OD0385* NAVD 88     -        35.903  (meters)     117.79   (feet)  ADJUSTED  
 OD0385  ___________________________________________________________________
 OD0385  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 OD0385  DYNAMIC HT  -          35.897 (meters)     117.77  (feet)  COMP
 OD0385  MODELED GRAV-     980,459.0   (mgal)                       NAVD 88
 OD0385
 OD0385  VERT ORDER  -  FIRST     CLASS II
 OD0385
 OD0385.The horizontal coordinates were scaled from a topographic map and have
 OD0385.an estimated accuracy of +/- 6 seconds.
 OD0385
 OD0385.The orthometric height was determined by differential leveling
 OD0385.and adjusted by the National Geodetic Survey in April 1998..
 OD0385.WARNING-Repeat measurements at this control monument indicate possible
 OD0385.vertical movement.
 OD0385
 OD0385.The geoid height was determined by GEOID03.
 OD0385
 OD0385.The dynamic height is computed by dividing the NAVD 88
 OD0385.geopotential number by the normal gravity value computed on the
 OD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0385.degrees latitude (g = 980.6199 gals.).
 OD0385
 OD0385.The modeled gravity was interpolated from observed gravity values.
 OD0385
 OD0385;                    North         East    Units  Estimated Accuracy
 OD0385;SPC NY E     -   557,080.      238,980.      MT  (+/- 180 meters Scaled)
 OD0385
 OD0385                          SUPERSEDED SURVEY CONTROL
 OD0385
 OD0385  NAVD 88 (06/15/91)   35.868  (m)          117.68   (f) UNKNOWN     1 2
 OD0385
 OD0385.Superseded values are not recommended for survey control.
 OD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0385.See file dsdata.txt to determine how the superseded data were derived.
 OD0385
 OD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP291558(NAD 83)
 OD0385_MARKER: B = BOLT
 OD0385_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OD0385+WITH SETTING: PAVEMENT
 OD0385_SP_SET: RR SIGNAL BASE
 OD0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0385+STABILITY: SURFACE MOTION
 OD0385
 OD0385  HISTORY     - Date     Condition        Report By
 OD0385  HISTORY     - UNK      MONUMENTED       DHRR
 OD0385  HISTORY     - 1973     GOOD             NGS
 OD0385  HISTORY     - 19971016 GOOD             NGS
 OD0385
 OD0385                          STATION DESCRIPTION
 OD0385
 OD0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0385'0.85 MI S FROM FORT TICONDEROGA.
 OD0385'ABOUT 0.85 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0385'CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, 22 RAILS SOUTHWEST
 OD0385'OF THE SOUTHWEST PROTAL OF A SHORT TUNNEL, 15 RAILS NORTHEAST OF THE
 OD0385'NORTHEAST END OF BRIDGE OVER TICONDEROGA CREEK, 10.2 FEET SOUTHEAST OF
 OD0385'THE SOUTHEAST RAIL, THE TOP OF THE NORTH ANCHOR BOLT ON CONCRETE BASE
 OD0385'OF RAILROAD SIGNAL 100.1, ABOUT 39 FEET SOUTHWEST OF THE SOUTHWEST END
 OD0385'OF A ROCK CUT, 1.2 FEET ABOVE BALLAST, ABOUT LEVEL WITH THE RAILS.
 OD0385
 OD0385                          STATION RECOVERY (1997)
 OD0385
 OD0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JMR)
 OD0385'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0284 ***********************************************************************
 KU0284  DESIGNATION -  30 RS
 KU0284  PID         -  KU0284
 KU0284  STATE/COUNTY-  NY/SUFFOLK
 KU0284  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0284
 KU0284                         *CURRENT SURVEY CONTROL
 KU0284  ___________________________________________________________________
 KU0284* NAD 83(1986)-  40 53 09.     (N)    072 55 29.     (W)     SCALED    
 KU0284* NAVD 88     -        28.912  (meters)      94.86   (feet)  ADJUSTED  
 KU0284  ___________________________________________________________________
 KU0284  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU0284  DYNAMIC HT  -          28.901 (meters)      94.82  (feet)  COMP
 KU0284  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 KU0284
 KU0284  VERT ORDER  -  SECOND    CLASS 0
 KU0284
 KU0284.The horizontal coordinates were scaled from a topographic map and have
 KU0284.an estimated accuracy of +/- 6 seconds.
 KU0284
 KU0284.The orthometric height was determined by differential leveling
 KU0284.and adjusted by the National Geodetic Survey in June 1991..
 KU0284
 KU0284.The geoid height was determined by GEOID03.
 KU0284
 KU0284.The dynamic height is computed by dividing the NAVD 88
 KU0284.geopotential number by the normal gravity value computed on the
 KU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0284.degrees latitude (g = 980.6199 gals.).
 KU0284
 KU0284.The modeled gravity was interpolated from observed gravity values.
 KU0284
 KU0284;                    North         East    Units  Estimated Accuracy
 KU0284;SPC NY L     -    80,420.      390,620.      MT  (+/- 180 meters Scaled)
 KU0284
 KU0284                          SUPERSEDED SURVEY CONTROL
 KU0284
 KU0284  NGVD 29 (??/??/92)   29.218  (m)           95.86   (f) ADJ UNCH    2 0
 KU0284
 KU0284.Superseded values are not recommended for survey control.
 KU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0284.See file dsdata.txt to determine how the superseded data were derived.
 KU0284
 KU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL748281(NAD 83)
 KU0284_MARKER: DD = SURVEY DISK
 KU0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0284_STAMPING: 30 RS 1949 96
 KU0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0284+STABILITY: SURFACE MOTION
 KU0284
 KU0284  HISTORY     - Date     Condition        Report By
 KU0284  HISTORY     - 1949     MONUMENTED       USGS
 KU0284  HISTORY     - 1949     GOOD             NGS
 KU0284
 KU0284                          STATION DESCRIPTION
 KU0284
 KU0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KU0284'2.6 MI SW FROM RIDGE.
 KU0284'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE FIRE
 KU0284'HOUSE AT RIDGE, ABOUT 0.3 MILE NORTHEAST OF ARTIST LAKE, AT
 KU0284'THE TOP OF A GRADE, 43 FEET NORTHWEST OF THE CENTER LINE OF
 KU0284'THE HIGHWAY, 28.5 FEET NORTHEAST OF TELEPHONE POLE NYT 645,
 KU0284'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 KU0284'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KU0284'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2327 ***********************************************************************
 PH2327  DESIGNATION -  300 RESET
 PH2327  PID         -  PH2327
 PH2327  STATE/COUNTY-  NY/ST LAWRENCE
 PH2327  USGS QUAD   -  EDWARDSVILLE (1980)
 PH2327
 PH2327                         *CURRENT SURVEY CONTROL
 PH2327  ___________________________________________________________________
 PH2327* NAD 83(1986)-  44 33 22.     (N)    075 37 19.     (W)     SCALED    
 PH2327* NAVD 88     -        82.93   (meters)     272.1    (feet)  RESET     
 PH2327  ___________________________________________________________________
 PH2327  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 PH2327
 PH2327  VERT ORDER  -  THIRD
 PH2327
 PH2327.The horizontal coordinates were scaled from a topographic map and have
 PH2327.an estimated accuracy of +/- 6 seconds.
 PH2327
 PH2327.The orthometric height was computed from unverified reset data.
 PH2327.No vertical observational check was made to the station.
 PH2327
 PH2327.The geoid height was determined by GEOID03.
 PH2327
 PH2327;                    North         East    Units  Estimated Accuracy
 PH2327;SPC NY E     -   636,160.       60,870.      MT  (+/- 180 meters Scaled)
 PH2327
 PH2327                          SUPERSEDED SURVEY CONTROL
 PH2327
 PH2327  NGVD 29 (09/01/04)   83.05   (m)          272.5    (f) RESET       3  
 PH2327
 PH2327.Superseded values are not recommended for survey control.
 PH2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2327.See file dsdata.txt to determine how the superseded data were derived.
 PH2327
 PH2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ506338(NAD 83)
 PH2327_MARKER: DB = BENCH MARK DISK
 PH2327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PH2327_SP_SET: WINGWALL
 PH2327_STAMPING: 300 RESET 1986
 PH2327_MARK LOGO: NGS   
 PH2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2327+STABILITY: SURFACE MOTION
 PH2327
 PH2327  HISTORY     - Date     Condition        Report By
 PH2327  HISTORY     - 1986     MONUMENTED       LOCENG
 PH2327
 PH2327                          STATION DESCRIPTION
 PH2327
 PH2327'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 PH2327'4.3 KM (2.70 MI) NW FROM EDWARDSVILLE.
 PH2327'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 PH2327'BLACK LAKE ROAD IN EDWARDSVILLE, TO BM SET IN TOP OF NORTHEAST
 PH2327'WINGWALL OF BRIDGE OVER CHIPPEWA CREEK, FOR NEW YORK STATE ROUTE 58,
 PH2327'0.1 MILE SOUTH OF INTERSECTION WITH ST. LAWRENCE COUNTY ROUTE 88
 PH2327'(GILMORE ROAD) ON WINGWALL EAST SIDE OF N.Y.S. RTE 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1288 ***********************************************************************
 KU1288  DESIGNATION -  302
 KU1288  PID         -  KU1288
 KU1288  STATE/COUNTY-  NY/KINGS
 KU1288  USGS QUAD   -  BROOKLYN (1979)
 KU1288
 KU1288                         *CURRENT SURVEY CONTROL
 KU1288  ___________________________________________________________________
 KU1288* NAD 83(1986)-  40 38 57.     (N)    073 58 32.     (W)     SCALED    
 KU1288* NAVD 88     -        16.828  (meters)      55.21   (feet)  ADJUSTED  
 KU1288  ___________________________________________________________________
 KU1288  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KU1288  DYNAMIC HT  -          16.822 (meters)      55.19  (feet)  COMP
 KU1288  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 KU1288
 KU1288  VERT ORDER  -  FIRST     CLASS II
 KU1288
 KU1288.The horizontal coordinates were scaled from a topographic map and have
 KU1288.an estimated accuracy of +/- 6 seconds.
 KU1288
 KU1288.The orthometric height was determined by differential leveling
 KU1288.and adjusted by the National Geodetic Survey in June 1991..
 KU1288
 KU1288.The geoid height was determined by GEOID03.
 KU1288
 KU1288.The dynamic height is computed by dividing the NAVD 88
 KU1288.geopotential number by the normal gravity value computed on the
 KU1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1288.degrees latitude (g = 980.6199 gals.).
 KU1288
 KU1288.The modeled gravity was interpolated from observed gravity values.
 KU1288
 KU1288;                    North         East    Units  Estimated Accuracy
 KU1288;SPC NY L     -    53,580.      302,070.      MT  (+/- 180 meters Scaled)
 KU1288
 KU1288                          SUPERSEDED SURVEY CONTROL
 KU1288
 KU1288  NGVD 29 (??/??/92)   17.167  (m)           56.32   (f) ADJ UNCH    1 2
 KU1288
 KU1288.Superseded values are not recommended for survey control.
 KU1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1288.See file dsdata.txt to determine how the superseded data were derived.
 KU1288
 KU1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL866003(NAD 83)
 KU1288_MARKER: B = BOLT
 KU1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1288_SP_SET: BUILDING FOUNDATION
 KU1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1288+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU1288
 KU1288  HISTORY     - Date     Condition        Report By
 KU1288  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1288  HISTORY     - 1952     GOOD             NGS
 KU1288  HISTORY     - 20060216 GOOD             GEOCAC
 KU1288
 KU1288                          STATION DESCRIPTION
 KU1288
 KU1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1288'AT NEW YORK.
 KU1288'AT NEW YORK, IN BOROUGH OF BROOKLYN, IN SOUTHWEST ANGLE OF
 KU1288'JUNCTION OF FORT HAMILTON PARKWAY AND OCEAN PARKWAY, THE
 KU1288'HORIZONTAL LINE ON A 3/4 INCH COPPER BOLT IN VERTICAL NORTH FACE
 KU1288'OF GRANITE FOUNDATION OF PUBLIC SCHOOL NO. 130, 1/2 FOOT WEST OF
 KU1288'NORTHEAST CORNER OF BUILDING AND 1/4 FOOT ABOVE LEVEL OF SIDE
 KU1288'WALK.
 KU1288
 KU1288                          STATION RECOVERY (2006)
 KU1288
 KU1288'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1288'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU1288' 
 KU1288'AT THIS TIME THERE IS CONSTRUCTION GOING ON AT THIS SCHOOL AND ACCESS
 KU1288'TO THE MARK, WHICH IS IN A FENCED AREA, WOULD NEED TO BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1110 ***********************************************************************
 OF1110  DESIGNATION -  304.4
 OF1110  PID         -  OF1110
 OF1110  STATE/COUNTY-  NY/MONROE
 OF1110  USGS QUAD   -  HILTON (1976)
 OF1110
 OF1110                         *CURRENT SURVEY CONTROL
 OF1110  ___________________________________________________________________
 OF1110* NAD 83(1986)-  43 15 32.     (N)    077 45 04.     (W)     SCALED    
 OF1110* NAVD 88     -        92.589  (meters)     303.77   (feet)  ADJUSTED  
 OF1110  ___________________________________________________________________
 OF1110  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1110  DYNAMIC HT  -          92.568 (meters)     303.70  (feet)  COMP
 OF1110  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 OF1110
 OF1110  VERT ORDER  -  FIRST     CLASS II
 OF1110
 OF1110.The horizontal coordinates were scaled from a topographic map and have
 OF1110.an estimated accuracy of +/- 6 seconds.
 OF1110
 OF1110.The orthometric height was determined by differential leveling
 OF1110.and adjusted by the National Geodetic Survey in September 1994..
 OF1110
 OF1110.The geoid height was determined by GEOID03.
 OF1110
 OF1110.The dynamic height is computed by dividing the NAVD 88
 OF1110.geopotential number by the normal gravity value computed on the
 OF1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1110.degrees latitude (g = 980.6199 gals.).
 OF1110
 OF1110.The modeled gravity was interpolated from observed gravity values.
 OF1110
 OF1110;                    North         East    Units  Estimated Accuracy
 OF1110;SPC NY W     -   362,270.      417,570.      MT  (+/- 180 meters Scaled)
 OF1110
 OF1110                          SUPERSEDED SURVEY CONTROL
 OF1110
 OF1110  NAVD 88 (06/15/91)   92.598  (m)          303.80   (f) UNKNOWN     1 2
 OF1110  NGVD 29 (??/??/92)   92.783  (m)          304.41   (f) ADJ UNCH    1 2
 OF1110
 OF1110.Superseded values are not recommended for survey control.
 OF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1110.See file dsdata.txt to determine how the superseded data were derived.
 OF1110
 OF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN767932(NAD 83)
 OF1110_MARKER: Q = CHISELED SQUARE
 OF1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1110_SP_SET: CONCRETE DRAIN
 OF1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1110
 OF1110  HISTORY     - Date     Condition        Report By
 OF1110  HISTORY     - UNK      MONUMENTED       USGS
 OF1110  HISTORY     - 1942     GOOD             NGS
 OF1110
 OF1110                          STATION DESCRIPTION
 OF1110
 OF1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF1110'2.9 MI N FROM WEST GREECE.
 OF1110'TO REACH FROM WEST GREECE GO ABOUT 2.9 MILES NORTHERLY ALONG
 OF1110'MANITOU ROAD TO INTERSECTION OF PARMA CENTER, AND MANITOU ROADS
 OF1110'AND SITE OF MARK. BENCH MARK IS IN THE NORTHWEST CORNER OF
 OF1110'INTERSECTION. ABOUT 87.0 FEET NORTH OF PARMA CENTER ROAD. IN
 OF1110'SOUTH END OF HEADWALL OF CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0776 ***********************************************************************
 KU0776  DESIGNATION -  304.544
 KU0776  PID         -  KU0776
 KU0776  STATE/COUNTY-  NY/SUFFOLK
 KU0776  USGS QUAD   -  BAY SHORE EAST (1979)
 KU0776
 KU0776                         *CURRENT SURVEY CONTROL
 KU0776  ___________________________________________________________________
 KU0776* NAD 83(1986)-  40 44 50.     (N)    073 08 44.     (W)     SCALED    
 KU0776* NAVD 88     -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 KU0776  ___________________________________________________________________
 KU0776  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU0776  DYNAMIC HT  -           1.810 (meters)       5.94  (feet)  COMP
 KU0776  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 KU0776
 KU0776  VERT ORDER  -  SECOND    CLASS 0
 KU0776
 KU0776.The horizontal coordinates were scaled from a topographic map and have
 KU0776.an estimated accuracy of +/- 6 seconds.
 KU0776
 KU0776.The orthometric height was determined by differential leveling
 KU0776.and adjusted by the National Geodetic Survey in June 1991..
 KU0776
 KU0776.The geoid height was determined by GEOID03.
 KU0776
 KU0776.The dynamic height is computed by dividing the NAVD 88
 KU0776.geopotential number by the normal gravity value computed on the
 KU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0776.degrees latitude (g = 980.6199 gals.).
 KU0776
 KU0776.The modeled gravity was interpolated from observed gravity values.
 KU0776
 KU0776;                    North         East    Units  Estimated Accuracy
 KU0776;SPC NY L     -    64,820.      372,160.      MT  (+/- 180 meters Scaled)
 KU0776
 KU0776                          SUPERSEDED SURVEY CONTROL
 KU0776
 KU0776  NGVD 29 (??/??/92)    2.152  (m)            7.06   (f) ADJ UNCH    2 0
 KU0776
 KU0776.Superseded values are not recommended for survey control.
 KU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0776.See file dsdata.txt to determine how the superseded data were derived.
 KU0776
 KU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL565123(NAD 83)
 KU0776_MARKER: Z = SEE DESCRIPTION
 KU0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0776_SP_SET: PARAPET
 KU0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0776
 KU0776  HISTORY     - Date     Condition        Report By
 KU0776  HISTORY     - UNK      MONUMENTED       LIRR
 KU0776  HISTORY     - 1932     GOOD             NGS
 KU0776  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 KU0776  HISTORY     - 20060628 MARK NOT FOUND   NYDT
 KU0776
 KU0776                          STATION DESCRIPTION
 KU0776
 KU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0776'0.8 MI W FROM OAKDALE.
 KU0776'0.8 MILE WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION AT
 KU0776'OAKDALE, SUFFOLK COUNTY, 3 POLES WEST OF MILEPOST 46, NEAR
 KU0776'VANDERBILTS CROSSING (IN 1942), 4 POLES WEST OF A ROAD UNDERPASS,
 KU0776'AT A BRIDGE OVER RATTLESNAKE CREEK, ON THE NORTHWEST CORNER OF
 KU0776'THE SOUTH PARAPET, AND 3.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 KU0776'SOUTH TRACK.  A UNMARKED POINT.
 KU0776
 KU0776                          STATION RECOVERY (1985)
 KU0776
 KU0776'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (UNK)
 KU0776'MARK NOT FOUND.
 KU0776
 KU0776                          STATION RECOVERY (2006)
 KU0776
 KU0776'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2330 ***********************************************************************
 OF2330  DESIGNATION -  306 22 MCGS 1971
 OF2330  PID         -  OF2330
 OF2330  STATE/COUNTY-  NY/MONROE
 OF2330  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2330
 OF2330                         *CURRENT SURVEY CONTROL
 OF2330  ___________________________________________________________________
 OF2330* NAD 83(1996)-  43 09 43.73270(N)    077 42 41.23823(W)     ADJUSTED  
 OF2330* NAVD 88     -       174.0    (meters)     571.     (feet)  VERTCON   
 OF2330  ___________________________________________________________________
 OF2330  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OF2330  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF2330
 OF2330  HORZ ORDER  -  SECOND
 OF2330
 OF2330.The horizontal coordinates were established by classical geodetic methods
 OF2330.and adjusted by the National Geodetic Survey in January 1999..
 OF2330
 OF2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2330
 OF2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2330
 OF2330.The geoid height was determined by GEOID03.
 OF2330
 OF2330;                    North         East     Units Scale Factor Converg.
 OF2330;SPC NY W     -   351,551.666   420,902.316   MT  0.99999932   +0 35 47.2
 OF2330;SPC NY W     - 1,153,382.42  1,380,910.35   sFT  0.99999932   +0 35 47.2
 OF2330;UTM  18      - 4,782,390.630   279,570.400   MT  1.00019776   -1 51 20.0
 OF2330
 OF2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2330!SPC NY W     -   0.99997828  x   0.99999932  =   0.99997760
 OF2330!UTM  18      -   0.99997828  x   1.00019776  =   1.00017603
 OF2330
 OF2330:                Primary Azimuth Mark                     Grid Az
 OF2330:SPC NY W     -  653 3A MCGS 1969                         179 59 34.4
 OF2330:UTM  18      -  653 3A MCGS 1969                         182 26 41.6
 OF2330
 OF2330|---------------------------------------------------------------------|
 OF2330| PID    Reference Object                     Distance      Geod. Az  |
 OF2330|                                                           dddmmss.s |
 OF2330| OF2295 653 3A MCGS 1969                    APPROX. 0.5 KM 1803521.6 |
 OF2330| OF2328 4106 MCGS 1971                      276.383 METERS 35759     |
 OF2330|---------------------------------------------------------------------|
 OF2330
 OF2330                          SUPERSEDED SURVEY CONTROL
 OF2330
 OF2330  NAD 83(1986)-  43 09 43.73983(N)    077 42 41.23640(W) AD(       ) 2
 OF2330  NAD 27      -  43 09 43.51678(N)    077 42 42.21868(W) AD(       ) 2
 OF2330  NGVD 29 (07/19/86)  174.2    (m)          572.     (f) VERT ANG       
 OF2330
 OF2330.Superseded values are not recommended for survey control.
 OF2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2330.See file dsdata.txt to determine how the superseded data were derived.
 OF2330
 OF2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7957082391(NAD 83)
 OF2330_MARKER: DD = SURVEY DISK
 OF2330_SETTING: 0 = UNSPECIFIED SETTING
 OF2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2330
 OF2330  HISTORY     - Date     Condition        Report By
 OF2330  HISTORY     - 1971     MONUMENTED       NYGS
 OF2330
 OF2330                          STATION DESCRIPTION
 OF2330
 OF2330'DESCRIBED BY NEW YORK GEODETIC SURVEY 1971 (JEG)
 OF2330'NOTE--THIS STATION PLACED IN THE 1930S, BUT NEVER TRAVERSED
 OF2330'
 OF2330'IN GATES, ON THE E. SIDE OF WEGMAN ROAD, 0.2 MI. S OF LYELL RD.
 OF2330'
 OF2330'24.2 FT E. OF CENTERLINE WEGMAN ROAD
 OF2330'
 OF2330'63.7 FT SE OF POLE, 68 RGE 26
 OF2330'
 OF2330'15.8 FT S OF N RANGELINE
 OF2330'
 OF2330'46.2 W OF SW CORNER OF FRONT SECTION OF HOUSE NO. 468
 OF2330'
 OF2330'21.6 NW OF NW COR OF BASE OF A YARD LITE POLE.
 OF2330'
 OF2330'2.0 FT E OF A MONROE COUNTY WITNESS POST
 OF2330'
 OF2330'A U.S. COAST AND GEODETIC SURVEY AND STATE STANDARD DISK IN
 OF2330'CONCRETE 1.5 BELOW GRADE AND IN A CAST IRON FRAME AND COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2335 ***********************************************************************
 OF2335  DESIGNATION -  306 2R NYGS 1933
 OF2335  PID         -  OF2335
 OF2335  STATE/COUNTY-  NY/MONROE
 OF2335  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2335
 OF2335                         *CURRENT SURVEY CONTROL
 OF2335  ___________________________________________________________________
 OF2335* NAD 83(1996)-  43 08 40.16080(N)    077 43 15.13689(W)     ADJUSTED  
 OF2335* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 OF2335  ___________________________________________________________________
 OF2335  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF2335  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2335
 OF2335  HORZ ORDER  -  SECOND
 OF2335
 OF2335.The horizontal coordinates were established by classical geodetic methods
 OF2335.and adjusted by the National Geodetic Survey in January 1999..
 OF2335
 OF2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2335
 OF2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2335
 OF2335.The geoid height was determined by GEOID03.
 OF2335
 OF2335;                    North         East     Units Scale Factor Converg.
 OF2335;SPC NY W     -   349,582.021   420,156.764   MT  0.99999803   +0 35 23.3
 OF2335;SPC NY W     - 1,146,920.35  1,378,464.32   sFT  0.99999803   +0 35 23.3
 OF2335;UTM  18      - 4,780,454.290   278,741.112   MT  1.00020227   -1 51 41.0
 OF2335
 OF2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2335!SPC NY W     -   0.99997816  x   0.99999803  =   0.99997619
 OF2335!UTM  18      -   0.99997816  x   1.00020227  =   1.00018042
 OF2335
 OF2335:                Primary Azimuth Mark                     Grid Az
 OF2335:SPC NY W     -  GATES MUN TANK                           047 00 38.9
 OF2335:UTM  18      -  GATES MUN TANK                           049 27 43.2
 OF2335
 OF2335|---------------------------------------------------------------------|
 OF2335| PID    Reference Object                     Distance      Geod. Az  |
 OF2335|                                                           dddmmss.s |
 OF2335| OF2308 GATES MUN TANK                      APPROX. 2.9 KM 0473602.2 |
 OF2335| OF2336 4 1 63 NYSDOT 1971                  262.690 METERS 05903     |
 OF2335| OF2333 306 3R NYGS 1933                    APPROX. 0.7 KM 0703458.8 |
 OF2335| OF2313 GATES CENTER WATER TANK 1969        APPROX. 2.8 KM 0932839.1 |
 OF2335| OF2339 4101 MCGS 1971                      422.454 METERS 2690619.9 |
 OF2335| OF2337 4 1 72 NYSDOT 1971                   93.963 METERS 28613     |
 OF2335|---------------------------------------------------------------------|
 OF2335
 OF2335                          SUPERSEDED SURVEY CONTROL
 OF2335
 OF2335  NAD 83(1986)-  43 08 40.16791(N)    077 43 15.13502(W) AD(       ) 2
 OF2335  NAD 27      -  43 08 39.94405(N)    077 43 16.11819(W) AD(       ) 2
 OF2335  NGVD 29 (07/19/86)  174.9    (m)          574.     (f) VERT ANG       
 OF2335
 OF2335.Superseded values are not recommended for survey control.
 OF2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2335.See file dsdata.txt to determine how the superseded data were derived.
 OF2335
 OF2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7874180454(NAD 83)
 OF2335_MARKER: DS = TRIANGULATION STATION DISK
 OF2335_SETTING: 0 = UNSPECIFIED SETTING
 OF2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2335
 OF2335  HISTORY     - Date     Condition        Report By
 OF2335  HISTORY     - 1938     MONUMENTED       NYGS
 OF2335  HISTORY     - 1971     GOOD             NGS
 OF2335
 OF2335                          STATION DESCRIPTION
 OF2335
 OF2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RK)
 OF2335'DESCRIPTION FOLLOWS--
 OF2335'
 OF2335'IN GATES, ON THE S. SIDE OF BUFFALO ROAD.  .05 MI. W. OF I490
 OF2335'
 OF2335'68.4 FT S. OF CENTER BUFFALO ROAD
 OF2335'
 OF2335'3.5 FT W. OF W. RANGELINE HOWARD JOHNSON RESTAURANT
 OF2335'
 OF2335'6.5 FT W. OF WITNESS POST
 OF2335'
 OF2335'110.3 NW OF NW CORNER HOUSE NO. 2551
 OF2335'
 OF2335'120.0 N OF NW CORNER 2-CAR GARAGE
 OF2335'
 OF2335'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2335'IN CONCRETE STAMPED 306-2R, 0.2 FT. BELOW GRADE, IN A MCGS CAST
 OF2335'IRON FRAME AND COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2326 ***********************************************************************
 OF2326  DESIGNATION -  306 4 NYGS 1938
 OF2326  PID         -  OF2326
 OF2326  STATE/COUNTY-  NY/MONROE
 OF2326  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2326
 OF2326                         *CURRENT SURVEY CONTROL
 OF2326  ___________________________________________________________________
 OF2326* NAD 83(1996)-  43 08 54.83941(N)    077 42 22.00035(W)     ADJUSTED  
 OF2326* NAVD 88     -       169.13   (+/-2cm)     554.9    (feet)  VERTCON   
 OF2326  ___________________________________________________________________
 OF2326  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 OF2326  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OF2326
 OF2326  HORZ ORDER  -  SECOND
 OF2326  VERT ORDER  -  THIRD ? (See Below)
 OF2326
 OF2326.The horizontal coordinates were established by classical geodetic methods
 OF2326.and adjusted by the National Geodetic Survey in January 1999..
 OF2326
 OF2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2326.The vertical order pertains to the NGVD 29 superseded value.
 OF2326
 OF2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2326
 OF2326.The geoid height was determined by GEOID03.
 OF2326
 OF2326;                    North         East     Units Scale Factor Converg.
 OF2326;SPC NY W     -   350,047.443   421,352.688   MT  1.00000011   +0 35 59.8
 OF2326;SPC NY W     - 1,148,447.32  1,382,387.94   sFT  1.00000011   +0 35 59.8
 OF2326;UTM  18      - 4,780,868.219   279,956.090   MT  1.00019567   -1 51 05.1
 OF2326
 OF2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2326!SPC NY W     -   0.99997904  x   1.00000011  =   0.99997915
 OF2326!UTM  18      -   0.99997904  x   1.00019567  =   1.00017470
 OF2326
 OF2326:                Primary Azimuth Mark                     Grid Az
 OF2326:SPC NY W     -  306 3R NYGS 1933                         247 19 05.2
 OF2326:UTM  18      -  306 3R NYGS 1933                         249 46 10.1
 OF2326
 OF2326|---------------------------------------------------------------------|
 OF2326| PID    Reference Object                     Distance      Geod. Az  |
 OF2326|                                                           dddmmss.s |
 OF2326| OF2333 306 3R NYGS 1933                    APPROX. 0.6 KM 2475505.0 |
 OF2326|---------------------------------------------------------------------|
 OF2326
 OF2326                          SUPERSEDED SURVEY CONTROL
 OF2326
 OF2326  NAD 83(1986)-  43 08 54.84655(N)    077 42 21.99847(W) AD(       ) 2
 OF2326  NAD 27      -  43 08 54.62228(N)    077 42 22.98239(W) AD(       ) 2
 OF2326  NGVD 29 (07/19/86)  169.30   (m)          555.4    (f) LEVELING    3  
 OF2326
 OF2326.Superseded values are not recommended for survey control.
 OF2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2326.See file dsdata.txt to determine how the superseded data were derived.
 OF2326
 OF2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7995680868(NAD 83)
 OF2326_MARKER: DS = TRIANGULATION STATION DISK
 OF2326_SETTING: 0 = UNSPECIFIED SETTING
 OF2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2326
 OF2326  HISTORY     - Date     Condition        Report By
 OF2326  HISTORY     - 1938     MONUMENTED       NYGS
 OF2326  HISTORY     - 1971     GOOD             NGS
 OF2326
 OF2326                          STATION DESCRIPTION
 OF2326
 OF2326'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF2326'IN GATES, 0.2 MILE EAST OF PIXLEY ROAD, 31.1 FEET NORTH OF CENTER
 OF2326'LINE OF BUFFALO ROAD, 123.4 FEET SOUTHEAST OF SOUTHWEST CORNER
 OF2326'OF HOUSE 2046, 116.9 FEET EAST OF NORTHEAST CORNER OF NORTH HEAD
 OF2326'WALL OF CULVERT, 100.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 OF2326'HOUSE, 63.2 FEET NORTHWEST OF 18-INCH ASH TREE ON SOUTH
 OF2326'RIGHT-OF-WAY LINE, AND 4.3 FEET EAST OF U.S. REFERENCE MARK.
 OF2326'STATION IS A U.S.C. AND G.S. AND STATE SURVEY DISK IN CONCRETE
 OF2326'AND 0.1 FOOT ABOVE GROUND.
 OF2326
 OF2326                          STATION RECOVERY (1971)
 OF2326
 OF2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RK)
 OF2326'IN GATES, ON THE N. SIDE OF BUFFALO ROAD, 0.2 MI. E. OF PIXLEY ROAD
 OF2326'
 OF2326'30.0 FT N. OF CENTERLINE BUFFALO ROAD
 OF2326'
 OF2326'123.6 FT SE OF SW CORNER, AND
 OF2326'
 OF2326'100.6 FT SE OF SE CORNER HOUSE NO. 2046
 OF2326'
 OF2326'15.4 FT S OF FENCE LINE
 OF2326'
 OF2326'14.3 FT SW OF CHISELED CROSS IN SW AREA OF MAN HOLE RIM
 OF2326'
 OF2326'52.6 FT E. OF POLE RG AND E 63A
 OF2326'
 OF2326'22.7 E. OF HYDRANT
 OF2326'
 OF2326'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF2326'
 OF2326'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2326'IN CONCRETE 0.5 BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2322 ***********************************************************************
 OF2322  DESIGNATION -  306 5 NYGS 1938
 OF2322  PID         -  OF2322
 OF2322  STATE/COUNTY-  NY/MONROE
 OF2322  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2322
 OF2322                         *CURRENT SURVEY CONTROL
 OF2322  ___________________________________________________________________
 OF2322* NAD 83(1996)-  43 08 59.66864(N)    077 41 59.34299(W)     ADJUSTED  
 OF2322* NAVD 88     -       171.23   (+/-2cm)     561.8    (feet)  VERTCON   
 OF2322  ___________________________________________________________________
 OF2322  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OF2322  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF2322
 OF2322  HORZ ORDER  -  SECOND
 OF2322  VERT ORDER  -  THIRD ? (See Below)
 OF2322
 OF2322.The horizontal coordinates were established by classical geodetic methods
 OF2322.and adjusted by the National Geodetic Survey in January 1999..
 OF2322
 OF2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2322.The vertical order pertains to the NGVD 29 superseded value.
 OF2322
 OF2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2322
 OF2322.The geoid height was determined by GEOID03.
 OF2322
 OF2322;                    North         East     Units Scale Factor Converg.
 OF2322;SPC NY W     -   350,201.844   421,863.046   MT  1.00000101   +0 36 15.4
 OF2322;SPC NY W     - 1,148,953.88  1,384,062.34   sFT  1.00000101   +0 36 15.4
 OF2322;UTM  18      - 4,781,000.675   280,472.685   MT  1.00019288   -1 50 49.8
 OF2322
 OF2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2322!SPC NY W     -   0.99997871  x   1.00000101  =   0.99997972
 OF2322!UTM  18      -   0.99997871  x   1.00019288  =   1.00017159
 OF2322
 OF2322|---------------------------------------------------------------------|
 OF2322| PID    Reference Object                     Distance      Geod. Az  |
 OF2322|                                                           dddmmss.s |
 OF2322| OF2316 TEMP PT 9010                        203.704 METERS 08858     |
 OF2322| OF2332 4 1 73 NYSDOT 1971                  APPROX. 1.1 KM 2514145.5 |
 OF2322|---------------------------------------------------------------------|
 OF2322
 OF2322                          SUPERSEDED SURVEY CONTROL
 OF2322
 OF2322  NAD 83(1986)-  43 08 59.67579(N)    077 41 59.34110(W) AD(       ) 2
 OF2322  NAD 27      -  43 08 59.45132(N)    077 42 00.32547(W) AD(       ) 2
 OF2322  NGVD 29 (07/19/86)  171.40   (m)          562.3    (f) LEVELING    3  
 OF2322
 OF2322.Superseded values are not recommended for survey control.
 OF2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2322.See file dsdata.txt to determine how the superseded data were derived.
 OF2322
 OF2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8047381001(NAD 83)
 OF2322_MARKER: DS = TRIANGULATION STATION DISK
 OF2322_SETTING: 0 = UNSPECIFIED SETTING
 OF2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2322
 OF2322  HISTORY     - Date     Condition        Report By
 OF2322  HISTORY     - 1938     MONUMENTED       NYGS
 OF2322  HISTORY     - 1971     GOOD             NGS
 OF2322
 OF2322                          STATION DESCRIPTION
 OF2322
 OF2322'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF2322'IN GATES, 0.5 MILE EAST OF PIXLEY ROAD, 29.7 FEET NORTH OF CENTER
 OF2322'LINE OF BUFFALO ROAD, 94.6 FEET WEST OF NEW YORK STATE HIGHWAY
 OF2322'STATION 135+00, 85 FEET SOUTHEAST OF SOUTHWEST CORNER OF HOUSE
 OF2322'1818, 74.2 FEET NORTH OF 48-INCH TWIN ELM, 72.8 FEET SOUTHEAST OF
 OF2322'SOUTHEAST CORNER OF HOUSE, 69 FEET NORTHEAST OF 12-INCH HORSE
 OF2322'CHESTNUT TREE, 20.6 FEET WEST OF FIRE HYDRANT, AND 5.2 FEET
 OF2322'SOUTH OF U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND
 OF2322'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2322
 OF2322                          STATION RECOVERY (1971)
 OF2322
 OF2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RK)
 OF2322'IN GATES, ON THE N. SIDE OF BUFFALO RD., 0.5 MI. E. OF PIXLEY ROAD
 OF2322'ROAD
 OF2322'
 OF2322'29.7 FT N. OF CENTERLINE BUFFALO ROAD
 OF2322'
 OF2322'85.0 FT SE OF SW CORNER, AND
 OF2322'
 OF2322'72.8 FT SE OF SE CORNER HOUSE NO. 1818
 OF2322'
 OF2322'20.6 FT W. OF HYDRANT
 OF2322'
 OF2322'5.2 FT S. OF A WITNESS POST
 OF2322'
 OF2322'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2322'CONCRETE 0.2 FT. BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2367 ***********************************************************************
 OF2367  DESIGNATION -  306 6 NYGS 1938
 OF2367  PID         -  OF2367
 OF2367  STATE/COUNTY-  NY/MONROE
 OF2367  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2367
 OF2367                         *CURRENT SURVEY CONTROL
 OF2367  ___________________________________________________________________
 OF2367* NAD 83(1996)-  43 08 59.28625(N)    077 41 27.04398(W)     ADJUSTED  
 OF2367* NAVD 88     -       172.05   (+/-2cm)     564.5    (feet)  VERTCON   
 OF2367  ___________________________________________________________________
 OF2367  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OF2367  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF2367
 OF2367  HORZ ORDER  -  SECOND
 OF2367  VERT ORDER  -  THIRD ? (See Below)
 OF2367
 OF2367.The horizontal coordinates were established by classical geodetic methods
 OF2367.and adjusted by the National Geodetic Survey in January 1999..
 OF2367
 OF2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2367.The vertical order pertains to the NGVD 29 superseded value.
 OF2367
 OF2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2367
 OF2367.The geoid height was determined by GEOID03.
 OF2367
 OF2367;                    North         East     Units Scale Factor Converg.
 OF2367;SPC NY W     -   350,197.780   422,592.932   MT  1.00000230   +0 36 37.5
 OF2367;SPC NY W     - 1,148,940.55  1,386,456.98   sFT  1.00000230   +0 36 37.5
 OF2367;UTM  18      - 4,780,965.389   281,201.867   MT  1.00018895   -1 50 27.7
 OF2367
 OF2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2367!SPC NY W     -   0.99997858  x   1.00000230  =   0.99998088
 OF2367!UTM  18      -   0.99997858  x   1.00018895  =   1.00016753
 OF2367
 OF2367:                Primary Azimuth Mark                     Grid Az
 OF2367:SPC NY W     -  653 3R NYGS 1962                         357 29 05.9
 OF2367:UTM  18      -  653 3R NYGS 1962                         359 56 11.1
 OF2367
 OF2367|---------------------------------------------------------------------|
 OF2367| PID    Reference Object                     Distance      Geod. Az  |
 OF2367|                                                           dddmmss.s |
 OF2367| OF2365 653 3R NYGS 1962                    APPROX. 0.7 KM 3580543.4 |
 OF2367|---------------------------------------------------------------------|
 OF2367
 OF2367                          SUPERSEDED SURVEY CONTROL
 OF2367
 OF2367  NAD 83(1986)-  43 08 59.29341(N)    077 41 27.04207(W) AD(       ) 2
 OF2367  NAD 27      -  43 08 59.06865(N)    077 41 28.02675(W) AD(       ) 2
 OF2367  NGVD 29 (07/19/86)  172.22   (m)          565.0    (f) LEVELING    3  
 OF2367
 OF2367.Superseded values are not recommended for survey control.
 OF2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2367.See file dsdata.txt to determine how the superseded data were derived.
 OF2367
 OF2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8120280965(NAD 83)
 OF2367_MARKER: DS = TRIANGULATION STATION DISK
 OF2367_SETTING: 0 = UNSPECIFIED SETTING
 OF2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2367
 OF2367  HISTORY     - Date     Condition        Report By
 OF2367  HISTORY     - 1938     MONUMENTED       NYGS
 OF2367  HISTORY     - 1971     GOOD             NGS
 OF2367
 OF2367                          STATION DESCRIPTION
 OF2367
 OF2367'DESCRIBED BY NEW YORK GEODETIC SURVEY 1938 (LRH)
 OF2367'IN GATES, AT SOUTHEAST CORNER OF INTERSECTION OF HOWARD AND
 OF2367'BUFFALO ROADS, 34.5 FEET SOUTH OF CENTER LINE OF BUFFALO ROAD,
 OF2367'30.8 FEET EAST OF CENTER LINE OF HOWARD ROAD, 154.1 FEET WEST OF
 OF2367'NORTHWEST CORNER OF HOUSE 1471, 110.5 FEET NORTHEAST OF SOUTHEAST
 OF2367'CORNER OF THE M.I. NICHOLS GARAGE, 95.9 FEET SOUTH OF SOUTHWEST
 OF2367'CORNER OF THE FRANK THOM STORE, AND 61.5 FEET EAST OF NORTHEAST
 OF2367'CORNER OF GARAGE.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2367'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2367
 OF2367                          STATION RECOVERY (1971)
 OF2367
 OF2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RK)
 OF2367'IN GATES, IN THE SE CORNER OF INTERSECTION OF BUFFALO AND HOWARD
 OF2367'ROADS
 OF2367'
 OF2367'34.5 FT S. OF CENTERLINE BUFFALO ROAD
 OF2367'
 OF2367'30.8 FT E. OF CENTERLINE OF HOWARD RD.
 OF2367'
 OF2367'61.7 FT ENE OF NE CORNER, AND
 OF2367'
 OF2367'110.5 FT NE OF SE CORNER OF CONCRETE BLOCK GARAGE
 OF2367'
 OF2367'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2367'IN CONCRETE 0.2 FT. ABOVE GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1490 ***********************************************************************
 KU1490  DESIGNATION -  308.7
 KU1490  PID         -  KU1490
 KU1490  STATE/COUNTY-  NY/NASSAU
 KU1490  USGS QUAD   -  LYNBROOK (1969)
 KU1490
 KU1490                         *CURRENT SURVEY CONTROL
 KU1490  ___________________________________________________________________
 KU1490* NAD 83(1986)-  40 39 01.     (N)    073 42 04.     (W)     SCALED    
 KU1490* NAVD 88     -         3.032  (meters)       9.95   (feet)  ADJUSTED  
 KU1490  ___________________________________________________________________
 KU1490  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU1490  DYNAMIC HT  -           3.031 (meters)       9.94  (feet)  COMP
 KU1490  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 KU1490
 KU1490  VERT ORDER  -  SECOND    CLASS 0
 KU1490
 KU1490.The horizontal coordinates were scaled from a topographic map and have
 KU1490.an estimated accuracy of +/- 6 seconds.
 KU1490
 KU1490.The orthometric height was determined by differential leveling
 KU1490.and adjusted by the National Geodetic Survey in June 1991..
 KU1490
 KU1490.The geoid height was determined by GEOID03.
 KU1490
 KU1490.The dynamic height is computed by dividing the NAVD 88
 KU1490.geopotential number by the normal gravity value computed on the
 KU1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1490.degrees latitude (g = 980.6199 gals.).
 KU1490
 KU1490.The modeled gravity was interpolated from observed gravity values.
 KU1490
 KU1490;                    North         East    Units  Estimated Accuracy
 KU1490;SPC NY L     -    53,750.      325,280.      MT  (+/- 180 meters Scaled)
 KU1490
 KU1490                          SUPERSEDED SURVEY CONTROL
 KU1490
 KU1490  NGVD 29 (??/??/92)    3.369  (m)           11.05   (f) ADJ UNCH    2 0
 KU1490
 KU1490.Superseded values are not recommended for survey control.
 KU1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1490.See file dsdata.txt to determine how the superseded data were derived.
 KU1490
 KU1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL098007(NAD 83)
 KU1490_MARKER: Z = SEE DESCRIPTION
 KU1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1490_SP_SET: CONC BASE
 KU1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1490
 KU1490  HISTORY     - Date     Condition        Report By
 KU1490  HISTORY     - UNK      MONUMENTED       LIRR
 KU1490  HISTORY     - 1932     GOOD             NGS
 KU1490  HISTORY     - 1935     GOOD             NGS
 KU1490
 KU1490                          STATION DESCRIPTION
 KU1490
 KU1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1490'AT GIBSON.
 KU1490'AT GIBSON, NASSAU COUNTY, ON THE LONG ISLAND RAILROAD, 100 YARDS
 KU1490'NORTHEAST OF THE STATION, ON THE NORTHWEST SIDE OF THE TRACK, AT
 KU1490'SEMAPHORE R 218 , AND ON THE TOP OF THE NORTHEAST CORNER OF THE
 KU1490'CONCRETE BASE.  AN UNMARKED POINT.  NOTE-- IT WAS REPORTED IN
 KU1490'JANUARY 1935 THAT SEMAPHORE A 233 IS AT THE DESCRIBED LOCATION.
 KU1490
 KU1490                          STATION RECOVERY (1935)
 KU1490
 KU1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0659 ***********************************************************************
 KU0659  DESIGNATION -  309.2
 KU0659  PID         -  KU0659
 KU0659  STATE/COUNTY-  NY/SUFFOLK
 KU0659  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0659
 KU0659                         *CURRENT SURVEY CONTROL
 KU0659  ___________________________________________________________________
 KU0659* NAD 83(1986)-  40 41 58.     (N)    073 19 40.     (W)     SCALED    
 KU0659* NAVD 88     -         3.185  (meters)      10.45   (feet)  ADJUSTED  
 KU0659  ___________________________________________________________________
 KU0659  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU0659  DYNAMIC HT  -           3.183 (meters)      10.44  (feet)  COMP
 KU0659  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 KU0659
 KU0659  VERT ORDER  -  SECOND    CLASS 0
 KU0659
 KU0659.The horizontal coordinates were scaled from a topographic map and have
 KU0659.an estimated accuracy of +/- 6 seconds.
 KU0659
 KU0659.The orthometric height was determined by differential leveling
 KU0659.and adjusted by the National Geodetic Survey in June 1991..
 KU0659
 KU0659.The geoid height was determined by GEOID03.
 KU0659
 KU0659.The dynamic height is computed by dividing the NAVD 88
 KU0659.geopotential number by the normal gravity value computed on the
 KU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0659.degrees latitude (g = 980.6199 gals.).
 KU0659
 KU0659.The modeled gravity was interpolated from observed gravity values.
 KU0659
 KU0659;                    North         East    Units  Estimated Accuracy
 KU0659;SPC NY L     -    59,380.      356,810.      MT  (+/- 180 meters Scaled)
 KU0659
 KU0659                          SUPERSEDED SURVEY CONTROL
 KU0659
 KU0659  NGVD 29 (??/??/92)    3.55   (m)           11.6    (f) COMPUTED    2 0
 KU0659
 KU0659.Superseded values are not recommended for survey control.
 KU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0659.See file dsdata.txt to determine how the superseded data were derived.
 KU0659
 KU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL412067(NAD 83)
 KU0659_MARKER: Q = CHISELED SQUARE
 KU0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0659_SP_SET: BRIDGE PARAPET
 KU0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0659
 KU0659  HISTORY     - Date     Condition        Report By
 KU0659  HISTORY     - UNK      MONUMENTED       LIRR
 KU0659  HISTORY     - 1932     GOOD             NGS
 KU0659  HISTORY     - 1985     GOOD             USPSQD
 KU0659
 KU0659                          STATION DESCRIPTION
 KU0659
 KU0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0659'AT BABYLON.
 KU0659'AT BABYLON, SUFFOLK COUNTY, ON THE LONG ISLAND RAILROAD, 300
 KU0659'YARDS WEST OF THE STATION, 275 YARDS WEST OF CARL AVENUE, AT A
 KU0659'RAILROAD BRIDGE OVER CARL RIVER, ON THE WEST END OF THE SOUTH
 KU0659'PARAPET, AND 4 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.
 KU0659'A CHISELED SQUARE.
 KU0659
 KU0659                          STATION RECOVERY (1985)
 KU0659
 KU0659'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0106 ***********************************************************************
 PJ0106  DESIGNATION -  31
 PJ0106  PID         -  PJ0106
 PJ0106  STATE/COUNTY-  NY/JEFFERSON
 PJ0106  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0106
 PJ0106                         *CURRENT SURVEY CONTROL
 PJ0106  ___________________________________________________________________
 PJ0106* NAD 83(1986)-  44 13 04.     (N)    076 07 55.     (W)     SCALED    
 PJ0106* NAVD 88     -       111.040  (meters)     364.30   (feet)  ADJUSTED  
 PJ0106  ___________________________________________________________________
 PJ0106  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 PJ0106  DYNAMIC HT  -         111.026 (meters)     364.26  (feet)  COMP
 PJ0106  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 PJ0106
 PJ0106  VERT ORDER  -  FIRST     CLASS 0
 PJ0106
 PJ0106.The horizontal coordinates were scaled from a topographic map and have
 PJ0106.an estimated accuracy of +/- 6 seconds.
 PJ0106
 PJ0106.The orthometric height was determined by differential leveling
 PJ0106.and adjusted by the National Geodetic Survey in June 1991..
 PJ0106
 PJ0106.The geoid height was determined by GEOID03.
 PJ0106
 PJ0106.The dynamic height is computed by dividing the NAVD 88
 PJ0106.geopotential number by the normal gravity value computed on the
 PJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0106.degrees latitude (g = 980.6199 gals.).
 PJ0106
 PJ0106.The modeled gravity was interpolated from observed gravity values.
 PJ0106
 PJ0106;                    North         East    Units  Estimated Accuracy
 PJ0106;SPC NY C     -   468,560.      286,070.      MT  (+/- 180 meters Scaled)
 PJ0106
 PJ0106                          SUPERSEDED SURVEY CONTROL
 PJ0106
 PJ0106  NGVD 29 (??/??/92)  111.182  (m)          364.77   (f) ADJ UNCH    1 0
 PJ0106
 PJ0106.Superseded values are not recommended for survey control.
 PJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0106.See file dsdata.txt to determine how the superseded data were derived.
 PJ0106
 PJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP095966(NAD 83)
 PJ0106_MARKER: B = BOLT
 PJ0106_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0106_SP_SET: BEDROCK
 PJ0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0106+STABILITY: POSITION/ELEVATION WELL
 PJ0106
 PJ0106  HISTORY     - Date     Condition        Report By
 PJ0106  HISTORY     - UNK      MONUMENTED       CGS
 PJ0106  HISTORY     - 1899     GOOD             NGS
 PJ0106  HISTORY     - 19970730 GOOD             USPSQD
 PJ0106
 PJ0106                          STATION DESCRIPTION
 PJ0106
 PJ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1899
 PJ0106'2.7 MI SW FROM CLAYTON.
 PJ0106'31 BM IS IN JEFFERSON COUNTY, NEW YORK, APPROXIMATELY 2.7 MILES
 PJ0106'SOUTHWEST OF INTERSECTION OF HIGHWAY 12 AND 12E IN CLAYTON, AT A
 PJ0106'CURVE, IN THE FRONT LAWN OF A SINGLE STORY SHINGLED DWELLING, 68.6
 PJ0106'FEET SOUTHWEST OF UTILITY POLE NO. 62300/67, 55 FEET SOUTH OF
 PJ0106'CENTERLINE OF HIGHWAY 12E, 40.1 FEET NORTHEAST OF NORTHWEST CORNER
 PJ0106'AND 12.7 FEET NORTHWEST OF NORTHEAST CORNER OF DWELLING, ON A
 PJ0106'2 X 3-FOOT EXPOSED SURFACE OF A SANDSTONE BOULDER, BEING HIGHEST
 PJ0106'POINT ON TOP OF A 1/4-INCH BRASS BOLT SET INTO THE BOULDER, WITH
 PJ0106'THE LETTERS PBM U.S. 31 CUT AROUND THE MARK.
 PJ0106
 PJ0106                          STATION RECOVERY (1997)
 PJ0106
 PJ0106'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0283 ***********************************************************************
 KU0283  DESIGNATION -  31 RS
 KU0283  PID         -  KU0283
 KU0283  STATE/COUNTY-  NY/SUFFOLK
 KU0283  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0283
 KU0283                         *CURRENT SURVEY CONTROL
 KU0283  ___________________________________________________________________
 KU0283* NAD 83(1986)-  40 53 08.     (N)    072 55 47.     (W)     SCALED    
 KU0283* NAVD 88     -        15.755  (meters)      51.69   (feet)  ADJUSTED  
 KU0283  ___________________________________________________________________
 KU0283  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU0283  DYNAMIC HT  -          15.749 (meters)      51.67  (feet)  COMP
 KU0283  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 KU0283
 KU0283  VERT ORDER  -  SECOND    CLASS 0
 KU0283
 KU0283.The horizontal coordinates were scaled from a topographic map and have
 KU0283.an estimated accuracy of +/- 6 seconds.
 KU0283
 KU0283.The orthometric height was determined by differential leveling
 KU0283.and adjusted by the National Geodetic Survey in June 1991..
 KU0283
 KU0283.The geoid height was determined by GEOID03.
 KU0283
 KU0283.The dynamic height is computed by dividing the NAVD 88
 KU0283.geopotential number by the normal gravity value computed on the
 KU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0283.degrees latitude (g = 980.6199 gals.).
 KU0283
 KU0283.The modeled gravity was interpolated from observed gravity values.
 KU0283
 KU0283;                    North         East    Units  Estimated Accuracy
 KU0283;SPC NY L     -    80,380.      390,200.      MT  (+/- 180 meters Scaled)
 KU0283
 KU0283                          SUPERSEDED SURVEY CONTROL
 KU0283
 KU0283  NGVD 29 (??/??/92)   16.062  (m)           52.70   (f) ADJ UNCH    2 0
 KU0283
 KU0283.Superseded values are not recommended for survey control.
 KU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0283.See file dsdata.txt to determine how the superseded data were derived.
 KU0283
 KU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL744281(NAD 83)
 KU0283_MARKER: DD = SURVEY DISK
 KU0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0283_SP_SET: CULVERT
 KU0283_STAMPING: 31 RS 1949 53
 KU0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0283
 KU0283  HISTORY     - Date     Condition        Report By
 KU0283  HISTORY     - 1949     MONUMENTED       USGS
 KU0283  HISTORY     - 1949     GOOD             NGS
 KU0283
 KU0283                          STATION DESCRIPTION
 KU0283
 KU0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KU0283'2.9 MI SW FROM RIDGE.
 KU0283'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE FIRE
 KU0283'HOUSE AT RIDGE, 100 FEET WEST OF THE NORTHEAST CORNER OF ARTIST
 KU0283'LAKE, SET IN THE TOP AT THE WEST END OF HEADWALL OF CULVERT UNDER
 KU0283'THE HIGHWAY, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 KU0283'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0575 ***********************************************************************
 MZ0575  DESIGNATION -  31 R=SERIAL 1633
 MZ0575  PID         -  MZ0575
 MZ0575  STATE/COUNTY-  NY/COLUMBIA
 MZ0575  USGS QUAD   -  SAUGERTIES (1978)
 MZ0575
 MZ0575                         *CURRENT SURVEY CONTROL
 MZ0575  ___________________________________________________________________
 MZ0575* NAD 83(1986)-  42 06 12.     (N)    073 54 55.     (W)     SCALED    
 MZ0575* NAVD 88     -         2.829  (meters)       9.28   (feet)  ADJUSTED  
 MZ0575  ___________________________________________________________________
 MZ0575  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MZ0575  DYNAMIC HT  -           2.829 (meters)       9.28  (feet)  COMP
 MZ0575  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 MZ0575
 MZ0575  VERT ORDER  -  FIRST     CLASS II
 MZ0575
 MZ0575.The horizontal coordinates were scaled from a topographic map and have
 MZ0575.an estimated accuracy of +/- 6 seconds.
 MZ0575
 MZ0575.The orthometric height was determined by differential leveling
 MZ0575.and adjusted by the National Geodetic Survey in June 1991..
 MZ0575
 MZ0575.The geoid height was determined by GEOID03.
 MZ0575
 MZ0575.The dynamic height is computed by dividing the NAVD 88
 MZ0575.geopotential number by the normal gravity value computed on the
 MZ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0575.degrees latitude (g = 980.6199 gals.).
 MZ0575
 MZ0575.The modeled gravity was interpolated from observed gravity values.
 MZ0575
 MZ0575;                    North         East    Units  Estimated Accuracy
 MZ0575;SPC NY E     -   363,240.      198,360.      MT  (+/- 180 meters Scaled)
 MZ0575
 MZ0575                          SUPERSEDED SURVEY CONTROL
 MZ0575
 MZ0575  NGVD 29 (??/??/92)    3.064  (m)           10.05   (f) ADJ UNCH    1 2
 MZ0575
 MZ0575.Superseded values are not recommended for survey control.
 MZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0575.See file dsdata.txt to determine how the superseded data were derived.
 MZ0575
 MZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM896618(NAD 83)
 MZ0575_MARKER: S = SPIKE
 MZ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0575+STABILITY: SURFACE MOTION
 MZ0575
 MZ0575  HISTORY     - Date     Condition        Report By
 MZ0575  HISTORY     - UNK      MONUMENTED       USE
 MZ0575  HISTORY     - 1955     GOOD             NGS
 MZ0575
 MZ0575                          STATION DESCRIPTION
 MZ0575
 MZ0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0575'3.0 MI N FROM TIVOLI.
 MZ0575'ABOUT 3.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0575'STATION AT TIVOLI, ABOUT 2.4 MILES SOUTH OF THE STATION AT GERMANTOWN,
 MZ0575'AT OVERPASS NO. 281B, 10 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 53
 MZ0575'1/2 FEET NORTH OF MILE POST NY 102, 9.8 FEET NORTH OF SOUTH END OF
 MZ0575'PIER OF OVERPASS, 10 FEET SOUTH OF NORTH END OF PIER OF OVERPASS, 1/3
 MZ0575'FOOT WEST OF WEST FACE OF PIER, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK
 MZ0575'AND IN A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2196 ***********************************************************************
 OF2196  DESIGNATION -  3100
 OF2196  PID         -  OF2196
 OF2196  STATE/COUNTY-  NY/MONROE
 OF2196  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2196
 OF2196                         *CURRENT SURVEY CONTROL
 OF2196  ___________________________________________________________________
 OF2196* NAD 83(1996)-  43 01 02.46672(N)    077 42 31.82889(W)     ADJUSTED  
 OF2196* NAVD 88     -       191.1    (meters)     627.     (feet)  VERTCON   
 OF2196  ___________________________________________________________________
 OF2196  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OF2196  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OF2196
 OF2196  HORZ ORDER  -  SECOND
 OF2196
 OF2196.The horizontal coordinates were established by classical geodetic methods
 OF2196.and adjusted by the National Geodetic Survey in January 1999..
 OF2196
 OF2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2196
 OF2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2196
 OF2196.The geoid height was determined by GEOID03.
 OF2196
 OF2196;                    North         East     Units Scale Factor Converg.
 OF2196;SPC NY W     -   335,468.710   421,282.594   MT  0.99999999   +0 35 47.8
 OF2196;SPC NY W     - 1,100,616.93  1,382,157.98   sFT  0.99999999   +0 35 47.8
 OF2196;UTM  18      - 4,766,302.913   279,263.129   MT  1.00019945   -1 50 55.6
 OF2196
 OF2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2196!SPC NY W     -   0.99997552  x   0.99999999  =   0.99997551
 OF2196!UTM  18      -   0.99997552  x   1.00019945  =   1.00017496
 OF2196
 OF2196:                Primary Azimuth Mark                     Grid Az
 OF2196:SPC NY W     -  3508                                     089 02 07.0
 OF2196:UTM  18      -  3508                                     091 28 50.4
 OF2196
 OF2196|---------------------------------------------------------------------|
 OF2196| PID    Reference Object                     Distance      Geod. Az  |
 OF2196|                                                           dddmmss.s |
 OF2196| OF2176 3508                                APPROX. 0.7 KM 0893754.8 |
 OF2196| OF2169 3507                                356.168 METERS 16634     |
 OF2196|---------------------------------------------------------------------|
 OF2196
 OF2196                          SUPERSEDED SURVEY CONTROL
 OF2196
 OF2196  NAD 83(1986)-  43 01 02.47389(N)    077 42 31.82659(W) AD(       ) 2
 OF2196  NAD 27      -  43 01 02.24761(N)    077 42 32.81557(W) AD(       ) 2
 OF2196  NGVD 29 (07/19/86)  191.3    (m)          628.     (f) VERT ANG       
 OF2196
 OF2196.Superseded values are not recommended for survey control.
 OF2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2196.See file dsdata.txt to determine how the superseded data were derived.
 OF2196
 OF2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7926366303(NAD 83)
 OF2196_MARKER: DE = TRAVERSE STATION DISK
 OF2196_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2196
 OF2196  HISTORY     - Date     Condition        Report By
 OF2196  HISTORY     - 1973     MONUMENTED       NY-055
 OF2196  HISTORY     - 19961019 GOOD             USPSQD
 OF2196
 OF2196                          STATION DESCRIPTION
 OF2196
 OF2196'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2196'IN THE TOWN OF HENRIETTA, AT THE INTERSECTION OF RUSH-HENRIETTA
 OF2196'T.L. RD. AND E. RIVER RD.
 OF2196'
 OF2196'43.6 FT W. OF CENTERLINE E. RIVER RD.
 OF2196'
 OF2196'9.6 FT N. OF CENTERLINE RUSH-HENRIETTA T.L. RD.
 OF2196'
 OF2196'32.8 FT NE OF CORNER POST OF WIRE FENCE
 OF2196'
 OF2196'97.2 FT SE OF MOST SOUTHERLY SE CORNER OF HOUSE 6375
 OF2196'
 OF2196'96.0 FT SE OF SE CORNER OF HOUSE 6375
 OF2196'
 OF2196'40.0 FT S. OF S. RANGELINE HOUSE 6375
 OF2196'
 OF2196'91.3 FT S. OF CONCRETE ROW MARKER
 OF2196'
 OF2196'7.7 FT E. OF MC WITNESS SIGN
 OF2196'
 OF2196'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2196'STAMPED 3100 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
 OF2196
 OF2196                          STATION RECOVERY (1996)
 OF2196
 OF2196'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2161 ***********************************************************************
 OF2161  DESIGNATION -  3101
 OF2161  PID         -  OF2161
 OF2161  STATE/COUNTY-  NY/MONROE
 OF2161  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2161
 OF2161                         *CURRENT SURVEY CONTROL
 OF2161  ___________________________________________________________________
 OF2161* NAD 83(1996)-  43 01 03.14352(N)    077 41 46.74623(W)     ADJUSTED  
 OF2161* NAVD 88     -       194.8    (meters)     639.     (feet)  VERTCON   
 OF2161  ___________________________________________________________________
 OF2161  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 OF2161  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OF2161
 OF2161  HORZ ORDER  -  SECOND
 OF2161
 OF2161.The horizontal coordinates were established by classical geodetic methods
 OF2161.and adjusted by the National Geodetic Survey in January 1999..
 OF2161
 OF2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2161
 OF2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2161
 OF2161.The geoid height was determined by GEOID03.
 OF2161
 OF2161;                    North         East     Units Scale Factor Converg.
 OF2161;SPC NY W     -   335,500.301   422,303.166   MT  1.00000179   +0 36 18.6
 OF2161;SPC NY W     - 1,100,720.57  1,385,506.30   sFT  1.00000179   +0 36 18.6
 OF2161;UTM  18      - 4,766,290.927   280,284.318   MT  1.00019392   -1 50 24.8
 OF2161
 OF2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2161!SPC NY W     -   0.99997494  x   1.00000179  =   0.99997673
 OF2161!UTM  18      -   0.99997494  x   1.00019392  =   1.00016885
 OF2161
 OF2161|---------------------------------------------------------------------|
 OF2161| PID    Reference Object                     Distance      Geod. Az  |
 OF2161|                                                           dddmmss.s |
 OF2161| OF2166 3102                                201.023 METERS 08714     |
 OF2161| OF2176 3508                                356.724 METERS 26720     |
 OF2161|---------------------------------------------------------------------|
 OF2161
 OF2161                          SUPERSEDED SURVEY CONTROL
 OF2161
 OF2161  NAD 83(1986)-  43 01 03.15072(N)    077 41 46.74394(W) AD(       ) 2
 OF2161  NAD 27      -  43 01 02.92444(N)    077 41 47.73426(W) AD(       ) 2
 OF2161  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG       
 OF2161
 OF2161.Superseded values are not recommended for survey control.
 OF2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2161.See file dsdata.txt to determine how the superseded data were derived.
 OF2161
 OF2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8028466291(NAD 83)
 OF2161_MARKER: DE = TRAVERSE STATION DISK
 OF2161_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2161
 OF2161  HISTORY     - Date     Condition        Report By
 OF2161  HISTORY     - 1973     MONUMENTED       NY-055
 OF2161  HISTORY     - 19961019 GOOD             USPSQD
 OF2161
 OF2161                          STATION DESCRIPTION
 OF2161
 OF2161'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2161'IN THE TOWN OF HENRIETTA, ON RUSH-HENRIETTA T.L. RD. 0.6 MI. E.
 OF2161'OF E. RIVER AND 0.15 MI. W. OF TELEPHONE RD.
 OF2161'
 OF2161'17.0 FT N. OF CENTERLINE RUSH-HENRIETTA T.L. RD.
 OF2161'
 OF2161'9.0 FT N. OF N. EDGE OF PAVEMENT
 OF2161'
 OF2161'70.2 FT NE OF UTILITY POLE BNE 28
 OF2161'
 OF2161'12.0 FT SE OF 4 IN TREE USED AS FENCE CORNER POST
 OF2161'
 OF2161'3.3 FT S. OF M.C. WITNESS SIGN.
 OF2161'
 OF2161'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2161'3101 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF2161
 OF2161                          STATION RECOVERY (1996)
 OF2161
 OF2161'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2166 ***********************************************************************
 OF2166  DESIGNATION -  3102
 OF2166  PID         -  OF2166
 OF2166  STATE/COUNTY-  NY/MONROE
 OF2166  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2166
 OF2166                         *CURRENT SURVEY CONTROL
 OF2166  ___________________________________________________________________
 OF2166* NAD 83(1996)-  43 01 03.45756(N)    077 41 37.87895(W)     ADJUSTED  
 OF2166* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 OF2166  ___________________________________________________________________
 OF2166  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OF2166  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OF2166
 OF2166  HORZ ORDER  -  SECOND
 OF2166
 OF2166.The horizontal coordinates were established by classical geodetic methods
 OF2166.and adjusted by the National Geodetic Survey in January 1999..
 OF2166
 OF2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2166
 OF2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2166
 OF2166.The geoid height was determined by GEOID03.
 OF2166
 OF2166;                    North         East     Units Scale Factor Converg.
 OF2166;SPC NY W     -   335,512.115   422,503.841   MT  1.00000215   +0 36 24.7
 OF2166;SPC NY W     - 1,100,759.33  1,386,164.69   sFT  1.00000215   +0 36 24.7
 OF2166;UTM  18      - 4,766,294.169   280,485.354   MT  1.00019283   -1 50 18.8
 OF2166
 OF2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2166!SPC NY W     -   0.99997527  x   1.00000215  =   0.99997742
 OF2166!UTM  18      -   0.99997527  x   1.00019283  =   1.00016809
 OF2166
 OF2166:                Primary Azimuth Mark                     Grid Az
 OF2166:SPC NY W     -  3103                                     089 09 17.8
 OF2166:UTM  18      -  3103                                     091 36 01.3
 OF2166
 OF2166|---------------------------------------------------------------------|
 OF2166| PID    Reference Object                     Distance      Geod. Az  |
 OF2166|                                                           dddmmss.s |
 OF2166| OF2155 3103                                APPROX. 0.8 KM 0894542.5 |
 OF2166| OF2161 3101                                201.023 METERS 26714     |
 OF2166|---------------------------------------------------------------------|
 OF2166
 OF2166                          SUPERSEDED SURVEY CONTROL
 OF2166
 OF2166  NAD 83(1986)-  43 01 03.46476(N)    077 41 37.87666(W) AD(       ) 2
 OF2166  NAD 27      -  43 01 03.23848(N)    077 41 38.86736(W) AD(       ) 2
 OF2166  NGVD 29 (07/19/86)  192.9    (m)          633.     (f) VERT ANG       
 OF2166
 OF2166.Superseded values are not recommended for survey control.
 OF2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2166.See file dsdata.txt to determine how the superseded data were derived.
 OF2166
 OF2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8048566294(NAD 83)
 OF2166_MARKER: DE = TRAVERSE STATION DISK
 OF2166_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2166
 OF2166  HISTORY     - Date     Condition        Report By
 OF2166  HISTORY     - 1973     MONUMENTED       NY-055
 OF2166  HISTORY     - 19961019 GOOD             USPSQD
 OF2166
 OF2166                          STATION DESCRIPTION
 OF2166
 OF2166'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2166'IN THE TOWN OF HENRIETTA AT INTERSECTION OF RUSH-HENRIETTA T.L.
 OF2166'RD. AND TELEPHONE RD.
 OF2166'
 OF2166'16.1 FT W. OF CENTERLINE TELEPHONE RD.
 OF2166'
 OF2166'50.3 FT N. OF CENTERLINE RUSH-HENRIETTA T. L. RD.
 OF2166'
 OF2166'84.0 FT N. OF UTILITY POLE NLO 25, 226 RTC 1
 OF2166'
 OF2166'67.6 FT NW OF 1/2 TELEPHONE POLE 13 WITH UNDERGROUND CABLE SIGN
 OF2166'
 OF2166'50.3 FT W. OF 1/2 TELEPHONE POLE 12
 OF2166'
 OF2166'87.0 FT NW OF UTILITY POLE RTC 287-1/2
 OF2166'
 OF2166'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2166'3102 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT
 OF2166
 OF2166                          STATION RECOVERY (1996)
 OF2166
 OF2166'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2155 ***********************************************************************
 OF2155  DESIGNATION -  3103
 OF2155  PID         -  OF2155
 OF2155  STATE/COUNTY-  NY/MONROE
 OF2155  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2155
 OF2155                         *CURRENT SURVEY CONTROL
 OF2155  ___________________________________________________________________
 OF2155* NAD 83(1996)-  43 01 03.56553(N)    077 41 01.97052(W)     ADJUSTED  
 OF2155* NAVD 88     -       211.4    (meters)     694.     (feet)  VERTCON   
 OF2155  ___________________________________________________________________
 OF2155  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 OF2155  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OF2155
 OF2155  HORZ ORDER  -  SECOND
 OF2155
 OF2155.The horizontal coordinates were established by classical geodetic methods
 OF2155.and adjusted by the National Geodetic Survey in January 1999..
 OF2155
 OF2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2155
 OF2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2155
 OF2155.The geoid height was determined by GEOID03.
 OF2155
 OF2155;                    North         East     Units Scale Factor Converg.
 OF2155;SPC NY W     -   335,524.107   423,316.865   MT  1.00000360   +0 36 49.2
 OF2155;SPC NY W     - 1,100,798.67  1,388,832.08   sFT  1.00000360   +0 36 49.2
 OF2155;UTM  18      - 4,766,271.457   281,298.301   MT  1.00018845   -1 49 54.2
 OF2155
 OF2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2155!SPC NY W     -   0.99997234  x   1.00000360  =   0.99997594
 OF2155!UTM  18      -   0.99997234  x   1.00018845  =   1.00016078
 OF2155
 OF2155:                Primary Azimuth Mark                     Grid Az
 OF2155:SPC NY W     -  3101                                     268 39 16.9
 OF2155:UTM  18      -  3101                                     271 06 00.3
 OF2155
 OF2155|---------------------------------------------------------------------|
 OF2155| PID    Reference Object                     Distance      Geod. Az  |
 OF2155|                                                           dddmmss.s |
 OF2155| OF2161 3101                                APPROX. 1.0 KM 2691606.1 |
 OF2155|---------------------------------------------------------------------|
 OF2155
 OF2155                          SUPERSEDED SURVEY CONTROL
 OF2155
 OF2155  NAD 83(1986)-  43 01 03.57275(N)    077 41 01.96825(W) AD(       ) 2
 OF2155  NAD 27      -  43 01 03.34649(N)    077 41 02.95999(W) AD(       ) 2
 OF2155  NGVD 29 (07/19/86)  211.6    (m)          694.     (f) VERT ANG       
 OF2155
 OF2155.Superseded values are not recommended for survey control.
 OF2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2155.See file dsdata.txt to determine how the superseded data were derived.
 OF2155
 OF2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8129866271(NAD 83)
 OF2155_MARKER: DE = TRAVERSE STATION DISK
 OF2155_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2155
 OF2155  HISTORY     - Date     Condition        Report By
 OF2155  HISTORY     - 1973     MONUMENTED       NY-055
 OF2155  HISTORY     - 19961019 GOOD             USPSQD
 OF2155
 OF2155                          STATION DESCRIPTION
 OF2155
 OF2155'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2155'IN THE TOWN OF HENRIETTA ON RUSH-HENRIETTA T.L. RD. 0.55 MI. E.
 OF2155'OF TELEPHONE RD. AND 0.8 MI. W. OF W. HENRIETTA RD.
 OF2155'
 OF2155'14.6 FT N. OF CENTERLINE RUSH-HENRIETTA T.L. RD.
 OF2155'
 OF2155'6.0 FT. N. OF N. EDGE OF PAVEMENT
 OF2155'
 OF2155'123.6 FT + OR - N. E. OF N. E. CORNER OF GARAGE OF HOUSE 809
 OF2155'
 OF2155'37.4 FT E. OF W. RANGELINE HOUSE 809
 OF2155'
 OF2155'31.7 FT W. OF E. RANGELINE HOUSE 809
 OF2155'
 OF2155'92.9 FT S.E. OF UTILITY POLE NLO 18/1A
 OF2155'
 OF2155'5.3 FT S. OF M.C. WITNESS POST
 OF2155'
 OF2155'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2155'3103 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT
 OF2155
 OF2155                          STATION RECOVERY (1996)
 OF2155
 OF2155'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2134 ***********************************************************************
 OF2134  DESIGNATION -  3104
 OF2134  PID         -  OF2134
 OF2134  STATE/COUNTY-  NY/MONROE
 OF2134  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2134
 OF2134                         *CURRENT SURVEY CONTROL
 OF2134  ___________________________________________________________________
 OF2134* NAD 83(1996)-  43 01 04.70326(N)    077 38 30.53405(W)     ADJUSTED  
 OF2134* NAVD 88     -       226.5    (meters)     743.     (feet)  VERTCON   
 OF2134  ___________________________________________________________________
 OF2134  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 OF2134  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OF2134
 OF2134  HORZ ORDER  -  SECOND
 OF2134
 OF2134.The horizontal coordinates were established by classical geodetic methods
 OF2134.and adjusted by the National Geodetic Survey in January 1999..
 OF2134
 OF2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2134
 OF2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2134
 OF2134.The geoid height was determined by GEOID03.
 OF2134
 OF2134;                    North         East     Units Scale Factor Converg.
 OF2134;SPC NY W     -   335,596.799   426,745.383   MT  1.00000993   +0 38 32.5
 OF2134;SPC NY W     - 1,101,037.16  1,400,080.48   sFT  1.00000993   +0 38 32.5
 OF2134;UTM  18      - 4,766,197.786   284,727.390   MT  1.00017014   -1 48 10.8
 OF2134
 OF2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2134!SPC NY W     -   0.99996998  x   1.00000993  =   0.99997991
 OF2134!UTM  18      -   0.99996998  x   1.00017014  =   1.00014011
 OF2134
 OF2134:                Primary Azimuth Mark                     Grid Az
 OF2134:SPC NY W     -  3105                                     089 51 02.8
 OF2134:UTM  18      -  3105                                     092 17 46.1
 OF2134
 OF2134|---------------------------------------------------------------------|
 OF2134| PID    Reference Object                     Distance      Geod. Az  |
 OF2134|                                                           dddmmss.s |
 OF2134| OF2135 3105                                APPROX. 0.5 KM 0902935.3 |
 OF2134|---------------------------------------------------------------------|
 OF2134
 OF2134                          SUPERSEDED SURVEY CONTROL
 OF2134
 OF2134  NAD 83(1986)-  43 01 04.71056(N)    077 38 30.53181(W) AD(       ) 2
 OF2134  NAD 27      -  43 01 04.48479(N)    077 38 31.52764(W) AD(       ) 2
 OF2134  NGVD 29 (07/19/86)  226.7    (m)          744.     (f) VERT ANG       
 OF2134
 OF2134.Superseded values are not recommended for survey control.
 OF2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2134.See file dsdata.txt to determine how the superseded data were derived.
 OF2134
 OF2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8472766198(NAD 83)
 OF2134_MARKER: DE = TRAVERSE STATION DISK
 OF2134_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2134
 OF2134  HISTORY     - Date     Condition        Report By
 OF2134  HISTORY     - 1973     MONUMENTED       NY-055
 OF2134  HISTORY     - 19961019 GOOD             USPSQD
 OF2134
 OF2134                          STATION DESCRIPTION
 OF2134
 OF2134'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2134'IN THE TOWN OF HENRIETTA, ON RUSH-HENRIETTA T.L. RD., 0.4 MI.
 OF2134'E. OF MIDDLE RD. AND 0.35 W. OF E. HENRIETTA RD.
 OF2134'
 OF2134'11.9 FT N. OF CENTERLINE RUSH-HENRIETTA T.L. RD.
 OF2134'
 OF2134'39.4 FT NE OF HYDRANT
 OF2134'
 OF2134'12.7 FT E. OF E. RANGELINE HOUSE 1440
 OF2134'
 OF2134'72.5 FT S.E. OF S.E. CORNER HOUSE 1440
 OF2134'
 OF2134'40.0 FT S.W. OF M.H.
 OF2134'
 OF2134'64.9 FT S.W. OF UTILITY POLE RTC 12
 OF2134'
 OF2134'7.9 FT S.W. OF M.C. WITNESS SIGN
 OF2134'
 OF2134'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2134'3104 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF2134
 OF2134                          STATION RECOVERY (1996)
 OF2134
 OF2134'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2135 ***********************************************************************
 OF2135  DESIGNATION -  3105
 OF2135  PID         -  OF2135
 OF2135  STATE/COUNTY-  NY/MONROE
 OF2135  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2135
 OF2135                         *CURRENT SURVEY CONTROL
 OF2135  ___________________________________________________________________
 OF2135* NAD 83(1996)-  43 01 04.55488(N)    077 38 07.14481(W)     ADJUSTED  
 OF2135* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 OF2135  ___________________________________________________________________
 OF2135  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 OF2135  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OF2135
 OF2135  HORZ ORDER  -  SECOND
 OF2135
 OF2135.The horizontal coordinates were established by classical geodetic methods
 OF2135.and adjusted by the National Geodetic Survey in January 1999..
 OF2135
 OF2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2135
 OF2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2135
 OF2135.The geoid height was determined by GEOID03.
 OF2135
 OF2135;                    North         East     Units Scale Factor Converg.
 OF2135;SPC NY W     -   335,598.179   427,275.025   MT  1.00001093   +0 38 48.5
 OF2135;SPC NY W     - 1,101,041.69  1,401,818.14   sFT  1.00001093   +0 38 48.5
 OF2135;UTM  18      - 4,766,176.563   285,256.692   MT  1.00016734   -1 47 54.9
 OF2135
 OF2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2135!SPC NY W     -   0.99997318  x   1.00001093  =   0.99998410
 OF2135!UTM  18      -   0.99997318  x   1.00016734  =   1.00014051
 OF2135
 OF2135|---------------------------------------------------------------------|
 OF2135| PID    Reference Object                     Distance      Geod. Az  |
 OF2135|                                                           dddmmss.s |
 OF2135| OF2110 1041 MCGS 1969                      336.151 METERS 03102     |
 OF2135| OF2136 RUSH AZ MK                          162.032 METERS 03708     |
 OF2135| OF2118 RUSH                                407.106 METERS 2602655.7 |
 OF2135|---------------------------------------------------------------------|
 OF2135
 OF2135                          SUPERSEDED SURVEY CONTROL
 OF2135
 OF2135  NAD 83(1986)-  43 01 04.56220(N)    077 38 07.14257(W) AD(       ) 2
 OF2135  NAD 27      -  43 01 04.33661(N)    077 38 08.13892(W) AD(       ) 2
 OF2135  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 OF2135
 OF2135.Superseded values are not recommended for survey control.
 OF2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2135.See file dsdata.txt to determine how the superseded data were derived.
 OF2135
 OF2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8525766177(NAD 83)
 OF2135_MARKER: DE = TRAVERSE STATION DISK
 OF2135_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2135
 OF2135  HISTORY     - Date     Condition        Report By
 OF2135  HISTORY     - 1973     MONUMENTED       NY-055
 OF2135  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 OF2135
 OF2135                          STATION DESCRIPTION
 OF2135
 OF2135'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2135'IN THE TOWN OF HENRIETTA AT INTERSECTION OF RUSH-HENRIETTA
 OF2135'T.L. RD. AND E. HENRIETTA RD.
 OF2135'
 OF2135'18.5 FT E. OF CENTERLINE E. HENRIETTA RD.
 OF2135'
 OF2135'2.8 FT N. OF CENTERLINE RUSH-HENRIETTA T.L. RD. EXTENDED EASTERLY
 OF2135'
 OF2135'17.4 FT N. OF LIGHT POLE
 OF2135'
 OF2135'79.9 FT E. OF D.I.
 OF2135'
 OF2135'59.0 FT E. OF UTILITY POLE NM 1309 RTC 73
 OF2135'
 OF2135'35.3 FT E. OF GAS VALVE
 OF2135'
 OF2135'1.0 FT W. OF M.C. WITNESS POST
 OF2135'
 OF2135'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2135'3105 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF2135
 OF2135                          STATION RECOVERY (1996)
 OF2135
 OF2135'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2133 ***********************************************************************
 OF2133  DESIGNATION -  3106
 OF2133  PID         -  OF2133
 OF2133  STATE/COUNTY-  NY/MONROE
 OF2133  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2133
 OF2133                         *CURRENT SURVEY CONTROL
 OF2133  ___________________________________________________________________
 OF2133* NAD 83(1996)-  43 01 37.23655(N)    077 37 47.41638(W)     ADJUSTED  
 OF2133* NAVD 88     -       187.7    (meters)     616.     (feet)  VERTCON   
 OF2133  ___________________________________________________________________
 OF2133  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 OF2133  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2133
 OF2133  HORZ ORDER  -  SECOND
 OF2133
 OF2133.The horizontal coordinates were established by classical geodetic methods
 OF2133.and adjusted by the National Geodetic Survey in January 1999..
 OF2133
 OF2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2133
 OF2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2133
 OF2133.The geoid height was determined by GEOID03.
 OF2133
 OF2133;                    North         East     Units Scale Factor Converg.
 OF2133;SPC NY W     -   336,611.714   427,710.274   MT  1.00001176   +0 39 02.3
 OF2133;SPC NY W     - 1,104,366.93  1,403,246.12   sFT  1.00001176   +0 39 02.3
 OF2133;UTM  18      - 4,767,170.756   285,734.867   MT  1.00016481   -1 47 42.5
 OF2133
 OF2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2133!SPC NY W     -   0.99997607  x   1.00001176  =   0.99998783
 OF2133!UTM  18      -   0.99997607  x   1.00016481  =   1.00014087
 OF2133
 OF2133:                Primary Azimuth Mark                     Grid Az
 OF2133:SPC NY W     -  1042 1                                   089 44 15.6
 OF2133:UTM  18      -  1042 1                                   092 11 00.4
 OF2133
 OF2133|---------------------------------------------------------------------|
 OF2133| PID    Reference Object                     Distance      Geod. Az  |
 OF2133|                                                           dddmmss.s |
 OF2133| OF2056 1042 1                              479.308 METERS 0902317.9 |
 OF2133|---------------------------------------------------------------------|
 OF2133
 OF2133                          SUPERSEDED SURVEY CONTROL
 OF2133
 OF2133  NAD 83(1986)-  43 01 37.24392(N)    077 37 47.41421(W) AD(       ) 2
 OF2133  NAD 27      -  43 01 37.01833(N)    077 37 48.41201(W) AD(       ) 2
 OF2133  NGVD 29 (07/19/86)  187.9    (m)          616.     (f) VERT ANG       
 OF2133
 OF2133.Superseded values are not recommended for survey control.
 OF2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2133.See file dsdata.txt to determine how the superseded data were derived.
 OF2133
 OF2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8573567171(NAD 83)
 OF2133_MARKER: DE = TRAVERSE STATION DISK
 OF2133_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2133
 OF2133  HISTORY     - Date     Condition        Report By
 OF2133  HISTORY     - 1973     MONUMENTED       NY-055
 OF2133  HISTORY     - 19961019 GOOD             USPSQD
 OF2133
 OF2133                          STATION DESCRIPTION
 OF2133
 OF2133'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2133'IN TOWN OF HENRIETTA, AT INTERSECTION OF E. OF HENRIETTA RD.
 OF2133'(RT. 15A) AND WARD HILL RD. (RT. 69)
 OF2133'
 OF2133'17.9 FT W. OF CENTERLINE E. HENRIETTA RD.
 OF2133'
 OF2133'7.0 FT N. OF CENTERLINE WARD HILL RD. EXTENDED WESTERLY
 OF2133'
 OF2133'69.5 FT N. OF N. RANGELINE HOUSE 4811
 OF2133'
 OF2133'15.3 FT N. OF UTILITY POLE 189B
 OF2133'
 OF2133'104.4 FT + OR- N. OF N.E. CORNER OF SAID HOUSE
 OF2133'
 OF2133'6.2 FT S. OF UTILITY POLE 43, 309 RTC 44
 OF2133'
 OF2133'70.7 FT W. OF UTILITY POLE RG AND E 189
 OF2133'
 OF2133'1.2 FT E. OF M.C. WITNESS SIGN
 OF2133'
 OF2133'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 3106
 OF2133'IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF2133
 OF2133                          STATION RECOVERY (1996)
 OF2133
 OF2133'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1044 ***********************************************************************
 OF1044  DESIGNATION -  311
 OF1044  PID         -  OF1044
 OF1044  STATE/COUNTY-  NY/MONROE
 OF1044  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1044
 OF1044                         *CURRENT SURVEY CONTROL
 OF1044  ___________________________________________________________________
 OF1044* NAD 83(1986)-  43 07 51.     (N)    077 39 19.     (W)     SCALED    
 OF1044* NAVD 88     -       169.528  (meters)     556.19   (feet)  ADJUSTED  
 OF1044  ___________________________________________________________________
 OF1044  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF1044  DYNAMIC HT  -         169.485 (meters)     556.05  (feet)  COMP
 OF1044  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OF1044
 OF1044  VERT ORDER  -  FIRST     CLASS II
 OF1044
 OF1044.The horizontal coordinates were scaled from a topographic map and have
 OF1044.an estimated accuracy of +/- 6 seconds.
 OF1044
 OF1044.The orthometric height was determined by differential leveling
 OF1044.and adjusted by the National Geodetic Survey in September 1994..
 OF1044
 OF1044.The geoid height was determined by GEOID03.
 OF1044
 OF1044.The dynamic height is computed by dividing the NAVD 88
 OF1044.geopotential number by the normal gravity value computed on the
 OF1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1044.degrees latitude (g = 980.6199 gals.).
 OF1044
 OF1044.The modeled gravity was interpolated from observed gravity values.
 OF1044
 OF1044;                    North         East    Units  Estimated Accuracy
 OF1044;SPC NY W     -   348,120.      425,510.      MT  (+/- 180 meters Scaled)
 OF1044
 OF1044                          SUPERSEDED SURVEY CONTROL
 OF1044
 OF1044  NAVD 88 (06/15/91)  169.536  (m)          556.22   (f) UNKNOWN     1 2
 OF1044  NGVD 29 (??/??/92)  169.711  (m)          556.79   (f) ADJ UNCH    1 2
 OF1044
 OF1044.Superseded values are not recommended for survey control.
 OF1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1044.See file dsdata.txt to determine how the superseded data were derived.
 OF1044
 OF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN840787(NAD 83)
 OF1044_MARKER: DD = SURVEY DISK
 OF1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1044_STAMPING: 311
 OF1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1044+STABILITY: SURFACE MOTION
 OF1044
 OF1044  HISTORY     - Date     Condition        Report By
 OF1044  HISTORY     - UNK      MONUMENTED       NYGS
 OF1044  HISTORY     - 1941     GOOD             NGS
 OF1044
 OF1044                          STATION DESCRIPTION
 OF1044
 OF1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1044'AT ROCHESTER.
 OF1044'AT ROCHESTER, 0.2 MILE NORTH OF THE PENNSYLVANIA RAILROAD BRIDGE
 OF1044'OVER THE BARGE CANAL, AT THE INTERSECTION OF WESTFIELD AND BROOKS
 OF1044'AVE., 22.5 FEET SOUTH OF THE SOUTH CURB OF BROOKS AVE., 54 FEET
 OF1044'WEST OF THE NORTHWEST CORNER OF THE MOBILGAS BULK PLANT, 2.5 FEET
 OF1044'NORTH OF THE WIRE FENCE, 1.6 FEET NORTH OF A METAL MARKER PAINTED
 OF1044'U.S. MARKER. A STANDARD BRONZE STATE SURVEY (GEODETIC) DISK STAMPED
 OF1044'311, AND SET IN THE TOP OF A CONCRETE POST COVERED WITH AN IRON
 OF1044'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2346 ***********************************************************************
 OF2346  DESIGNATION -  311
 OF2346  PID         -  OF2346
 OF2346  STATE/COUNTY-  NY/MONROE
 OF2346  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2346
 OF2346                         *CURRENT SURVEY CONTROL
 OF2346  ___________________________________________________________________
 OF2346* NAD 83(1996)-  43 07 51.48668(N)    077 39 41.93478(W)     ADJUSTED  
 OF2346* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 OF2346  ___________________________________________________________________
 OF2346  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OF2346  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2346
 OF2346  HORZ ORDER  -  SECOND
 OF2346
 OF2346.The horizontal coordinates were established by classical geodetic methods
 OF2346.and adjusted by the National Geodetic Survey in January 1999..
 OF2346
 OF2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2346
 OF2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2346
 OF2346.The geoid height was determined by GEOID03.
 OF2346
 OF2346;                    North         East     Units Scale Factor Converg.
 OF2346;SPC NY W     -   348,131.323   424,990.778   MT  1.00000666   +0 37 48.6
 OF2346;SPC NY W     - 1,142,160.85  1,394,323.91   sFT  1.00000666   +0 37 48.6
 OF2346;UTM  18      - 4,778,797.893   283,509.560   MT  1.00017659   -1 49 13.4
 OF2346
 OF2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2346!SPC NY W     -   0.99997857  x   1.00000666  =   0.99998523
 OF2346!UTM  18      -   0.99997857  x   1.00017659  =   1.00015515
 OF2346
 OF2346:                Primary Azimuth Mark                     Grid Az
 OF2346:SPC NY W     -  4 1 143                                  147 22 35.6
 OF2346:UTM  18      -  4 1 143                                  149 49 37.6
 OF2346
 OF2346|---------------------------------------------------------------------|
 OF2346| PID    Reference Object                     Distance      Geod. Az  |
 OF2346|                                                           dddmmss.s |
 OF2346| OF2341 4 1 143                             APPROX. 0.6 KM 1480024.2 |
 OF2346| OF2121 WEST BRIGHTON TANK                  APPROX. 3.8 KM 1590445.7 |
 OF2346|---------------------------------------------------------------------|
 OF2346
 OF2346                          SUPERSEDED SURVEY CONTROL
 OF2346
 OF2346  NAD 83(1986)-  43 07 51.49365(N)    077 39 41.93387(W) AD(       ) 2
 OF2346  NAD 27      -  43 07 51.27134(N)    077 39 42.92347(W) AD(       ) 2
 OF2346  NGVD 29 (07/19/86)  172.3    (m)          565.     (f) VERT ANG       
 OF2346
 OF2346.Superseded values are not recommended for survey control.
 OF2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2346.See file dsdata.txt to determine how the superseded data were derived.
 OF2346
 OF2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8351078798(NAD 83)
 OF2346_MARKER: DE = TRAVERSE STATION DISK
 OF2346_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2346
 OF2346  HISTORY     - Date     Condition        Report By
 OF2346  HISTORY     - 1975     MONUMENTED       NY-055
 OF2346
 OF2346                          STATION DESCRIPTION
 OF2346
 OF2346'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2346'IN THE TOWN OF GATES, ON N SIDE OF BROOKS AVE IN CONCRETE WALK OF
 OF2346'BRIDGE OVER ROUTE 47, 6.0 FT E OF W EDGE OF WALK.  STATION IS A
 OF2346'STANDARD DISK STAMPED---311---IMBEDDED IN CONCRETE WALK AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2085 ***********************************************************************
 OF2085  DESIGNATION -  3110
 OF2085  PID         -  OF2085
 OF2085  STATE/COUNTY-  NY/MONROE
 OF2085  USGS QUAD   -  PITTSFORD (1978)
 OF2085
 OF2085                         *CURRENT SURVEY CONTROL
 OF2085  ___________________________________________________________________
 OF2085* NAD 83(1996)-  43 04 06.81004(N)    077 36 05.30519(W)     ADJUSTED  
 OF2085* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 OF2085  ___________________________________________________________________
 OF2085  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 OF2085  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF2085
 OF2085  HORZ ORDER  -  SECOND
 OF2085
 OF2085.The horizontal coordinates were established by classical geodetic methods
 OF2085.and adjusted by the National Geodetic Survey in January 1999..
 OF2085
 OF2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2085
 OF2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2085
 OF2085.The geoid height was determined by GEOID03.
 OF2085
 OF2085;                    North         East     Units Scale Factor Converg.
 OF2085;SPC NY W     -   341,253.857   429,967.989   MT  1.00001614   +0 40 13.9
 OF2085;SPC NY W     - 1,119,597.03  1,410,653.31   sFT  1.00001614   +0 40 13.9
 OF2085;UTM  18      - 4,771,712.941   288,189.053   MT  1.00015194   -1 46 37.7
 OF2085
 OF2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2085!SPC NY W     -   0.99997854  x   1.00001614  =   0.99999468
 OF2085!UTM  18      -   0.99997854  x   1.00015194  =   1.00013047
 OF2085
 OF2085:                Primary Azimuth Mark                     Grid Az
 OF2085:SPC NY W     -  3124                                     088 19 51.5
 OF2085:UTM  18      -  3124                                     090 46 43.1
 OF2085
 OF2085|---------------------------------------------------------------------|
 OF2085| PID    Reference Object                     Distance      Geod. Az  |
 OF2085|                                                           dddmmss.s |
 OF2085| OF2081 3124                                APPROX. 2.0 KM 0890005.4 |
 OF2085|---------------------------------------------------------------------|
 OF2085
 OF2085                          SUPERSEDED SURVEY CONTROL
 OF2085
 OF2085  NAD 83(1986)-  43 04 06.81780(N)    077 36 05.30317(W) AD(       ) 2
 OF2085  NAD 27      -  43 04 06.59270(N)    077 36 06.30323(W) AD(       ) 2
 OF2085  NGVD 29 (07/19/86)  172.3    (m)          565.     (f) VERT ANG       
 OF2085
 OF2085.Superseded values are not recommended for survey control.
 OF2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2085.See file dsdata.txt to determine how the superseded data were derived.
 OF2085
 OF2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8818971713(NAD 83)
 OF2085_MARKER: DD = SURVEY DISK
 OF2085_SETTING: 0 = UNSPECIFIED SETTING
 OF2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2085
 OF2085  HISTORY     - Date     Condition        Report By
 OF2085  HISTORY     - 1973     MONUMENTED       NY-055
 OF2085
 OF2085                          STATION DESCRIPTION
 OF2085
 OF2085'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2085'IN HENRIETTA, IN THE S.W. CORNER OF THE INTERSECTION OF CALKINS
 OF2085'ROAD (RT. 39, 253) AND GARETH WAY WHICH IS 0.35 MILES E. OF
 OF2085'E. HENRIETTA ROAD (RT.15A)
 OF2085'
 OF2085'14.4 FT S. OF CENTERLINE CALKINS ROAD
 OF2085'
 OF2085'11.6 FT W. OF CENTERLINE GARETH WAY
 OF2085'
 OF2085'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2085'3110 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT. AND IN A
 OF2085'CAST IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2084 ***********************************************************************
 OF2084  DESIGNATION -  3116
 OF2084  PID         -  OF2084
 OF2084  STATE/COUNTY-  NY/MONROE
 OF2084  USGS QUAD   -  PITTSFORD (1978)
 OF2084
 OF2084                         *CURRENT SURVEY CONTROL
 OF2084  ___________________________________________________________________
 OF2084* NAD 83(1996)-  43 02 44.29769(N)    077 36 01.34117(W)     ADJUSTED  
 OF2084* NAVD 88     -       200.6    (meters)     658.     (feet)  VERTCON   
 OF2084  ___________________________________________________________________
 OF2084  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 OF2084  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OF2084
 OF2084  HORZ ORDER  -  SECOND
 OF2084
 OF2084.The horizontal coordinates were established by classical geodetic methods
 OF2084.and adjusted by the National Geodetic Survey in January 1999..
 OF2084
 OF2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2084
 OF2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2084
 OF2084.The geoid height was determined by GEOID03.
 OF2084
 OF2084;                    North         East     Units Scale Factor Converg.
 OF2084;SPC NY W     -   338,708.758   430,087.496   MT  1.00001638   +0 40 15.5
 OF2084;SPC NY W     - 1,111,246.98  1,411,045.39   sFT  1.00001638   +0 40 15.5
 OF2084;UTM  18      - 4,769,164.715   288,199.783   MT  1.00015189   -1 46 32.2
 OF2084
 OF2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2084!SPC NY W     -   0.99997406  x   1.00001638  =   0.99999043
 OF2084!UTM  18      -   0.99997406  x   1.00015189  =   1.00012594
 OF2084
 OF2084:                Primary Azimuth Mark                     Grid Az
 OF2084:SPC NY W     -  3115                                     020 45 45.1
 OF2084:UTM  18      -  3115                                     023 12 32.8
 OF2084
 OF2084|---------------------------------------------------------------------|
 OF2084| PID    Reference Object                     Distance      Geod. Az  |
 OF2084|                                                           dddmmss.s |
 OF2084| OF2083 3115                                APPROX. 0.6 KM 0212600.6 |
 OF2084| OF2092 3135 MCGS 1978                      APPROX. 0.6 KM 0222344.6 |
 OF2084| OF2086 3117                                338.514 METERS 19932     |
 OF2084|---------------------------------------------------------------------|
 OF2084
 OF2084                          SUPERSEDED SURVEY CONTROL
 OF2084
 OF2084  NAD 83(1986)-  43 02 44.30528(N)    077 36 01.33904(W) AD(       ) 2
 OF2084  NAD 27      -  43 02 44.07928(N)    077 36 02.34040(W) AD(       ) 2
 OF2084  NGVD 29 (07/19/86)  200.8    (m)          659.     (f) VERT ANG       
 OF2084
 OF2084.Superseded values are not recommended for survey control.
 OF2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2084.See file dsdata.txt to determine how the superseded data were derived.
 OF2084
 OF2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8820069165(NAD 83)
 OF2084_MARKER: DD = SURVEY DISK
 OF2084_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2084
 OF2084  HISTORY     - Date     Condition        Report By
 OF2084  HISTORY     - 1973     MONUMENTED       NY-055
 OF2084  HISTORY     - 1978     GOOD             NY-055
 OF2084  HISTORY     - 19950324 GOOD             USPSQD
 OF2084
 OF2084                          STATION DESCRIPTION
 OF2084
 OF2084'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2084'IN THE TOWN OF HENRIETTA AT INTERSECTION OF PINNACLE ROAD AND
 OF2084'REEVES ROAD.
 OF2084'
 OF2084'20.0 FT W OF CL PINNACLE ROAD
 OF2084'
 OF2084'14.9 FT S OF CL REEVES ROAD
 OF2084'
 OF2084'68.8 FT NW OF UTILITY POLE 222 RTC 43.
 OF2084'
 OF2084'55.7 FT N OF N RL OF ATTACHED GARAGE HOUSE 1321.
 OF2084'
 OF2084'71.0 FT NE OF NE CORNER OF ATTACHED GARAGE HOUSE 1321.
 OF2084'
 OF2084'3.9 FT SE OF HYDRANT
 OF2084'
 OF2084'16.5 FT S OF UTILITY POLE RGE 70.
 OF2084'
 OF2084'7.4 FT S OF M.C. WITNESS SIGN
 OF2084'
 OF2084'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2084'3116 IN THE TOP OF A CONCRETE POST COVERED 0.4 WITH A CAST IRON
 OF2084'FRAME AND COVER.
 OF2084
 OF2084                          STATION RECOVERY (1978)
 OF2084
 OF2084'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2084'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 OF2084
 OF2084                          STATION RECOVERY (1995)
 OF2084
 OF2084'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2086 ***********************************************************************
 OF2086  DESIGNATION -  3117
 OF2086  PID         -  OF2086
 OF2086  STATE/COUNTY-  NY/MONROE
 OF2086  USGS QUAD   -  PITTSFORD (1978)
 OF2086
 OF2086                         *CURRENT SURVEY CONTROL
 OF2086  ___________________________________________________________________
 OF2086* NAD 83(1996)-  43 02 33.95954(N)    077 36 06.34223(W)     ADJUSTED  
 OF2086* NAVD 88     -       203.8    (meters)     669.     (feet)  VERTCON   
 OF2086  ___________________________________________________________________
 OF2086  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 OF2086  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 OF2086
 OF2086  HORZ ORDER  -  SECOND
 OF2086
 OF2086.The horizontal coordinates were established by classical geodetic methods
 OF2086.and adjusted by the National Geodetic Survey in January 1999..
 OF2086
 OF2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2086
 OF2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2086
 OF2086.The geoid height was determined by GEOID03.
 OF2086
 OF2086;                    North         East     Units Scale Factor Converg.
 OF2086;SPC NY W     -   338,388.422   429,978.041   MT  1.00001616   +0 40 12.0
 OF2086;SPC NY W     - 1,110,196.01  1,410,686.29   sFT  1.00001616   +0 40 12.0
 OF2086;UTM  18      - 4,768,849.300   288,076.737   MT  1.00015253   -1 46 35.3
 OF2086
 OF2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2086!SPC NY W     -   0.99997355  x   1.00001616  =   0.99998971
 OF2086!UTM  18      -   0.99997355  x   1.00015253  =   1.00012608
 OF2086
 OF2086|---------------------------------------------------------------------|
 OF2086| PID    Reference Object                     Distance      Geod. Az  |
 OF2086|                                                           dddmmss.s |
 OF2086| OF2084 3116                                338.514 METERS 01932     |
 OF2086|---------------------------------------------------------------------|
 OF2086
 OF2086                          SUPERSEDED SURVEY CONTROL
 OF2086
 OF2086  NAD 83(1986)-  43 02 33.96712(N)    077 36 06.34007(W) AD(       ) 2
 OF2086  NAD 27      -  43 02 33.74146(N)    077 36 07.34133(W) AD(       ) 2
 OF2086  NGVD 29 (07/19/86)  204.0    (m)          669.     (f) VERT ANG       
 OF2086
 OF2086.Superseded values are not recommended for survey control.
 OF2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2086.See file dsdata.txt to determine how the superseded data were derived.
 OF2086
 OF2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8807768849(NAD 83)
 OF2086_MARKER: DD = SURVEY DISK
 OF2086_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2086
 OF2086  HISTORY     - Date     Condition        Report By
 OF2086  HISTORY     - 1973     MONUMENTED       NY-055
 OF2086  HISTORY     - 1978     GOOD             NY-055
 OF2086  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2086
 OF2086                          STATION DESCRIPTION
 OF2086
 OF2086'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2086'IN THE TOWN OF HENRIETTA ON PINNACLE ROAD, 0.97 MI. N. OF WARD
 OF2086'HILL ROAD AND 0.2 MI. S OF REEVES ROAD
 OF2086'
 OF2086'13.0 FT E OF CL PINNACLE ROAD
 OF2086'
 OF2086'43.7 FT S. OF UTILITY POLE NO NUMBER
 OF2086'
 OF2086'111.0 FT NW OF NW CORNER OF ATTACHED GARAGE OF HOUSE 1400
 OF2086'
 OF2086'4.0 FT N OF N RL OF ATTACHED GARAGE OF HOUSE 1400
 OF2086'
 OF2086'84.7 FT NE OF UTILITY POLE RGE 74
 OF2086'
 OF2086'67.0 FT NE OF HYDRANT
 OF2086'
 OF2086'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2086'3117 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT WITH A CAST
 OF2086'IRON FRAME AND COVER.
 OF2086
 OF2086                          STATION RECOVERY (1978)
 OF2086
 OF2086'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2086'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 OF2086
 OF2086                          STATION RECOVERY (1995)
 OF2086
 OF2086'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2087 ***********************************************************************
 OF2087  DESIGNATION -  3118
 OF2087  PID         -  OF2087
 OF2087  STATE/COUNTY-  NY/MONROE
 OF2087  USGS QUAD   -  PITTSFORD (1978)
 OF2087
 OF2087                         *CURRENT SURVEY CONTROL
 OF2087  ___________________________________________________________________
 OF2087* NAD 83(1996)-  43 02 11.09899(N)    077 36 18.30076(W)     ADJUSTED  
 OF2087* NAVD 88     -       195.5    (meters)     641.     (feet)  VERTCON   
 OF2087  ___________________________________________________________________
 OF2087  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OF2087  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OF2087
 OF2087  HORZ ORDER  -  SECOND
 OF2087
 OF2087.The horizontal coordinates were established by classical geodetic methods
 OF2087.and adjusted by the National Geodetic Survey in January 1999..
 OF2087
 OF2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2087
 OF2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2087
 OF2087.The geoid height was determined by GEOID03.
 OF2087
 OF2087;                    North         East     Units Scale Factor Converg.
 OF2087;SPC NY W     -   337,679.838   429,715.600   MT  1.00001565   +0 40 03.6
 OF2087;SPC NY W     - 1,107,871.27  1,409,825.26   sFT  1.00001565   +0 40 03.6
 OF2087;UTM  18      - 4,768,152.468   287,784.250   MT  1.00015406   -1 46 42.7
 OF2087
 OF2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2087!SPC NY W     -   0.99997485  x   1.00001565  =   0.99999050
 OF2087!UTM  18      -   0.99997485  x   1.00015406  =   1.00012891
 OF2087
 OF2087:                Primary Azimuth Mark                     Grid Az
 OF2087:SPC NY W     -  3117                                     020 19 24.0
 OF2087:UTM  18      -  3117                                     022 46 10.3
 OF2087
 OF2087|---------------------------------------------------------------------|
 OF2087| PID    Reference Object                     Distance      Geod. Az  |
 OF2087|                                                           dddmmss.s |
 OF2087| OF2086 3117                                APPROX. 0.8 KM 0205927.6 |
 OF2087|---------------------------------------------------------------------|
 OF2087
 OF2087                          SUPERSEDED SURVEY CONTROL
 OF2087
 OF2087  NAD 83(1986)-  43 02 11.10655(N)    077 36 18.29855(W) AD(       ) 2
 OF2087  NAD 27      -  43 02 10.88145(N)    077 36 19.29960(W) AD(       ) 2
 OF2087  NGVD 29 (07/19/86)  195.7    (m)          642.     (f) VERT ANG       
 OF2087
 OF2087.Superseded values are not recommended for survey control.
 OF2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2087.See file dsdata.txt to determine how the superseded data were derived.
 OF2087
 OF2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8778468152(NAD 83)
 OF2087_MARKER: DD = SURVEY DISK
 OF2087_SETTING: 0 = UNSPECIFIED SETTING
 OF2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2087
 OF2087  HISTORY     - Date     Condition        Report By
 OF2087  HISTORY     - 1973     MONUMENTED       NY-055
 OF2087  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2087
 OF2087                          STATION DESCRIPTION
 OF2087
 OF2087'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2087'IN THE TOWN OF HENRIETTA ON PINNACLE ROAD, 0.49 MI. N OF
 OF2087'WARD HILL ROAD AND 0.7 MI S OF REEVES ROAD
 OF2087'
 OF2087'17.6 FT E OF CL PINNACLE ROAD
 OF2087'
 OF2087'41.8 FT NE OF HYDRANT
 OF2087'
 OF2087'59.2 FT S OF CENTERLINE DIRT FIELD ROAD
 OF2087'
 OF2087'76.6 FT SW OF UTILITY POLE RGE 84.
 OF2087'
 OF2087'3.6 FT W OF UTILITY POLE RTC 70
 OF2087'
 OF2087'12.4 N OF M.C. WITNESS SIGN
 OF2087'
 OF2087'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2087'3118 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT.
 OF2087
 OF2087                          STATION RECOVERY (1995)
 OF2087
 OF2087'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2088 ***********************************************************************
 OF2088  DESIGNATION -  3119
 OF2088  PID         -  OF2088
 OF2088  STATE/COUNTY-  NY/MONROE
 OF2088  USGS QUAD   -  PITTSFORD (1978)
 OF2088
 OF2088                         *CURRENT SURVEY CONTROL
 OF2088  ___________________________________________________________________
 OF2088* NAD 83(1996)-  43 01 50.62169(N)    077 36 29.16466(W)     ADJUSTED  
 OF2088* NAVD 88     -       197.8    (meters)     649.     (feet)  VERTCON   
 OF2088  ___________________________________________________________________
 OF2088  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OF2088  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OF2088
 OF2088  HORZ ORDER  -  SECOND
 OF2088
 OF2088.The horizontal coordinates were established by classical geodetic methods
 OF2088.and adjusted by the National Geodetic Survey in January 1999..
 OF2088
 OF2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2088
 OF2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2088
 OF2088.The geoid height was determined by GEOID03.
 OF2088
 OF2088;                    North         East     Units Scale Factor Converg.
 OF2088;SPC NY W     -   337,045.095   429,477.029   MT  1.00001518   +0 39 55.9
 OF2088;SPC NY W     - 1,105,788.78  1,409,042.55   sFT  1.00001518   +0 39 55.9
 OF2088;UTM  18      - 4,767,528.399   287,518.769   MT  1.00015544   -1 46 49.5
 OF2088
 OF2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2088!SPC NY W     -   0.99997449  x   1.00001518  =   0.99998967
 OF2088!UTM  18      -   0.99997449  x   1.00015544  =   1.00012992
 OF2088
 OF2088:                Primary Azimuth Mark                     Grid Az
 OF2088:SPC NY W     -  3120                                     200 49 24.9
 OF2088:UTM  18      -  3120                                     203 16 10.3
 OF2088
 OF2088|---------------------------------------------------------------------|
 OF2088| PID    Reference Object                     Distance      Geod. Az  |
 OF2088|                                                           dddmmss.s |
 OF2088| OF2051 3120                                415.577 METERS 2012920.8 |
 OF2088|---------------------------------------------------------------------|
 OF2088
 OF2088                          SUPERSEDED SURVEY CONTROL
 OF2088
 OF2088  NAD 83(1986)-  43 01 50.62921(N)    077 36 29.16241(W) AD(       ) 2
 OF2088  NAD 27      -  43 01 50.40463(N)    077 36 30.16314(W) AD(       ) 2
 OF2088  NGVD 29 (07/19/86)  198.0    (m)          650.     (f) VERT ANG       
 OF2088
 OF2088.Superseded values are not recommended for survey control.
 OF2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2088.See file dsdata.txt to determine how the superseded data were derived.
 OF2088
 OF2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8751967528(NAD 83)
 OF2088_MARKER: DD = SURVEY DISK
 OF2088_SETTING: 0 = UNSPECIFIED SETTING
 OF2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2088
 OF2088  HISTORY     - Date     Condition        Report By
 OF2088  HISTORY     - 1973     MONUMENTED       NY-055
 OF2088  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2088
 OF2088                          STATION DESCRIPTION
 OF2088
 OF2088'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2088'IN THE TOWN OF HENRIETTA ON PINNACLE ROAD 0.27 MI. N OF WARD
 OF2088'HILL ROAD AND 1.15 MI S OF REEVES ROAD
 OF2088'
 OF2088'16.0 FT E OF CL PINNACLE ROAD
 OF2088'
 OF2088'51.1 SE OF UTILITY POLE RGE 94
 OF2088'
 OF2088'78.8 S OF UTILITY POLE NO NUMBER
 OF2088'
 OF2088'54.0 FT S OF UTILITY POLE 94 A
 OF2088'
 OF2088'5.7 FT N OF N RL HOUSE 1776
 OF2088'
 OF2088'66.9 FT N OF UTILITY POLE NO NUMBER
 OF2088'
 OF2088'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2088'3119 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT.
 OF2088
 OF2088                          STATION RECOVERY (1995)
 OF2088
 OF2088'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2051 ***********************************************************************
 OF2051  DESIGNATION -  3120
 OF2051  PID         -  OF2051
 OF2051  STATE/COUNTY-  NY/MONROE
 OF2051  USGS QUAD   -  PITTSFORD (1978)
 OF2051
 OF2051                         *CURRENT SURVEY CONTROL
 OF2051  ___________________________________________________________________
 OF2051* NAD 83(1996)-  43 01 38.09089(N)    077 36 35.88879(W)     ADJUSTED  
 OF2051* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 OF2051  ___________________________________________________________________
 OF2051  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OF2051  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OF2051
 OF2051  HORZ ORDER  -  SECOND
 OF2051
 OF2051.The horizontal coordinates were established by classical geodetic methods
 OF2051.and adjusted by the National Geodetic Survey in January 1999..
 OF2051
 OF2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2051
 OF2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2051
 OF2051.The geoid height was determined by GEOID03.
 OF2051
 OF2051;                    North         East     Units Scale Factor Converg.
 OF2051;SPC NY W     -   336,656.658   429,329.292   MT  1.00001489   +0 39 51.1
 OF2051;SPC NY W     - 1,104,514.39  1,408,557.85   sFT  1.00001489   +0 39 51.1
 OF2051;UTM  18      - 4,767,146.566   287,354.567   MT  1.00015630   -1 46 53.6
 OF2051
 OF2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2051!SPC NY W     -   0.99997464  x   1.00001489  =   0.99998953
 OF2051!UTM  18      -   0.99997464  x   1.00015630  =   1.00013094
 OF2051
 OF2051:                Primary Azimuth Mark                     Grid Az
 OF2051:SPC NY W     -  3123                                     127 46 38.1
 OF2051:UTM  18      -  3123                                     130 13 22.8
 OF2051
 OF2051|---------------------------------------------------------------------|
 OF2051| PID    Reference Object                     Distance      Geod. Az  |
 OF2051|                                                           dddmmss.s |
 OF2051| OF2050 3123                                APPROX. 0.8 KM 1282629.2 |
 OF2051| OF2052 3121                                329.650 METERS 20101     |
 OF2051|---------------------------------------------------------------------|
 OF2051
 OF2051                          SUPERSEDED SURVEY CONTROL
 OF2051
 OF2051  NAD 83(1986)-  43 01 38.09839(N)    077 36 35.88651(W) AD(       ) 2
 OF2051  NAD 27      -  43 01 37.87314(N)    077 36 36.88775(W) AD(       ) 2
 OF2051  NGVD 29 (07/19/86)  197.0    (m)          646.     (f) VERT ANG       
 OF2051
 OF2051.Superseded values are not recommended for survey control.
 OF2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2051.See file dsdata.txt to determine how the superseded data were derived.
 OF2051
 OF2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8735567147(NAD 83)
 OF2051_MARKER: DE = TRAVERSE STATION DISK
 OF2051_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2051
 OF2051  HISTORY     - Date     Condition        Report By
 OF2051  HISTORY     - 1973     MONUMENTED       NY-055
 OF2051  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2051
 OF2051                          STATION DESCRIPTION
 OF2051
 OF2051'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2051'IN THE TOWN OF HENRIETTA, AT INTERSECTION OF WARD HILL RD.
 OF2051'(RT.69) AND PINNACLE RD. (RT. 92)
 OF2051'
 OF2051'11.2 FT E. OF CENTERLINE PINNACLE RD.
 OF2051'
 OF2051'1.5 FT S. OF CENTERLINE WARD HILL RD. EXTENDED EASTERLY
 OF2051'
 OF2051'72.7 FT E. OF UTILITY POLE 303 RTC 35
 OF2051'
 OF2051'43.4 FT SE OF UTILITY POLE RGE 39
 OF2051'
 OF2051'24.2 FT S.W. OF UTILITY POLE 222 RTC 97
 OF2051'
 OF2051'58.2 FT S.E. OF HYDRANT
 OF2051'
 OF2051'8.5 FT S.W. OF TRAFFIC SIGN
 OF2051'
 OF2051'5.4 FT W. OF M.C. WITNESS SIGN
 OF2051'
 OF2051'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2051'3120 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT WITH A CAST
 OF2051'IRON FRAME AND COVER.
 OF2051
 OF2051                          STATION RECOVERY (1995)
 OF2051
 OF2051'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2052 ***********************************************************************
 OF2052  DESIGNATION -  3121
 OF2052  PID         -  OF2052
 OF2052  STATE/COUNTY-  NY/MONROE
 OF2052  USGS QUAD   -  PITTSFORD (1978)
 OF2052
 OF2052                         *CURRENT SURVEY CONTROL
 OF2052  ___________________________________________________________________
 OF2052* NAD 83(1996)-  43 01 28.11867(N)    077 36 41.10896(W)     ADJUSTED  
 OF2052* NAVD 88     -       204.9    (meters)     672.     (feet)  VERTCON   
 OF2052  ___________________________________________________________________
 OF2052  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 OF2052  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2052
 OF2052  HORZ ORDER  -  SECOND
 OF2052
 OF2052.The horizontal coordinates were established by classical geodetic methods
 OF2052.and adjusted by the National Geodetic Survey in January 1999..
 OF2052
 OF2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2052
 OF2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2052
 OF2052.The geoid height was determined by GEOID03.
 OF2052
 OF2052;                    North         East     Units Scale Factor Converg.
 OF2052;SPC NY W     -   336,347.570   429,214.674   MT  1.00001467   +0 39 47.5
 OF2052;SPC NY W     - 1,103,500.32  1,408,181.81   sFT  1.00001467   +0 39 47.5
 OF2052;UTM  18      - 4,766,842.607   287,226.846   MT  1.00015697   -1 46 56.9
 OF2052
 OF2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2052!SPC NY W     -   0.99997337  x   1.00001467  =   0.99998804
 OF2052!UTM  18      -   0.99997337  x   1.00015697  =   1.00013033
 OF2052
 OF2052|---------------------------------------------------------------------|
 OF2052| PID    Reference Object                     Distance      Geod. Az  |
 OF2052|                                                           dddmmss.s |
 OF2052| OF2051 3120                                329.650 METERS 02101     |
 OF2052| OF2054 3122                                197.521 METERS 20120     |
 OF2052|---------------------------------------------------------------------|
 OF2052
 OF2052                          SUPERSEDED SURVEY CONTROL
 OF2052
 OF2052  NAD 83(1986)-  43 01 28.12615(N)    077 36 41.10665(W) AD(       ) 2
 OF2052  NAD 27      -  43 01 27.90080(N)    077 36 42.10763(W) AD(       ) 2
 OF2052  NGVD 29 (07/19/86)  205.1    (m)          673.     (f) VERT ANG       
 OF2052
 OF2052.Superseded values are not recommended for survey control.
 OF2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2052.See file dsdata.txt to determine how the superseded data were derived.
 OF2052
 OF2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8722766843(NAD 83)
 OF2052_MARKER: DE = TRAVERSE STATION DISK
 OF2052_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2052
 OF2052  HISTORY     - Date     Condition        Report By
 OF2052  HISTORY     - 1973     MONUMENTED       NY-055
 OF2052  HISTORY     - 19950324 GOOD             USPSQD
 OF2052
 OF2052                          STATION DESCRIPTION
 OF2052
 OF2052'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2052'IN THE TOWN OF HENRIETTA ON PINNACLE RD. (RT. 92), 0.2 MI. S. OF
 OF2052'WARD HILL RD. (RT.69) AND 0.13 MI. N. OF WILLIAMS RD. (RT.43)
 OF2052'
 OF2052'19.0 FT E. OF CENTERLINE PINNACLE RD.
 OF2052'
 OF2052'42.3 FT S.E. OF UTILITY POLE RG AND E 103
 OF2052'
 OF2052'75.2 FT S.W. OF UTILITY POLE RG AND E 103A, 105
 OF2052'
 OF2052'25.3 FT S. OF N. RANGELINE HOUSE 1950
 OF2052'
 OF2052'17.5 FT N. OF S. RANGELINE HOUSE 1950
 OF2052'
 OF2052'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2052'3121 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT
 OF2052
 OF2052                          STATION RECOVERY (1995)
 OF2052
 OF2052'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2054 ***********************************************************************
 OF2054  DESIGNATION -  3122
 OF2054  PID         -  OF2054
 OF2054  STATE/COUNTY-  NY/MONROE
 OF2054  USGS QUAD   -  PITTSFORD (1978)
 OF2054
 OF2054                         *CURRENT SURVEY CONTROL
 OF2054  ___________________________________________________________________
 OF2054* NAD 83(1996)-  43 01 22.15649(N)    077 36 44.28243(W)     ADJUSTED  
 OF2054* NAVD 88     -       205.2    (meters)     673.     (feet)  VERTCON   
 OF2054  ___________________________________________________________________
 OF2054  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 OF2054  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2054
 OF2054  HORZ ORDER  -  SECOND
 OF2054
 OF2054.The horizontal coordinates were established by classical geodetic methods
 OF2054.and adjusted by the National Geodetic Survey in January 1999..
 OF2054
 OF2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2054
 OF2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2054
 OF2054.The geoid height was determined by GEOID03.
 OF2054
 OF2054;                    North         East     Units Scale Factor Converg.
 OF2054;SPC NY W     -   336,162.760   429,144.954   MT  1.00001453   +0 39 45.2
 OF2054;SPC NY W     - 1,102,893.99  1,407,953.07   sFT  1.00001453   +0 39 45.2
 OF2054;UTM  18      - 4,766,660.915   287,149.292   MT  1.00015738   -1 46 58.8
 OF2054
 OF2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2054!SPC NY W     -   0.99997332  x   1.00001453  =   0.99998785
 OF2054!UTM  18      -   0.99997332  x   1.00015738  =   1.00013070
 OF2054
 OF2054                          SUPERSEDED SURVEY CONTROL
 OF2054
 OF2054  NAD 83(1986)-  43 01 22.16397(N)    077 36 44.28011(W) AD(       ) 2
 OF2054  NAD 27      -  43 01 21.93854(N)    077 36 45.28094(W) AD(       ) 2
 OF2054  NGVD 29 (07/19/86)  205.4    (m)          674.     (f) VERT ANG       
 OF2054
 OF2054.Superseded values are not recommended for survey control.
 OF2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2054.See file dsdata.txt to determine how the superseded data were derived.
 OF2054
 OF2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8714966661(NAD 83)
 OF2054_MARKER: DE = TRAVERSE STATION DISK
 OF2054_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2054
 OF2054  HISTORY     - Date     Condition        Report By
 OF2054  HISTORY     - 1973     MONUMENTED       NY-055
 OF2054  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2054
 OF2054                          STATION DESCRIPTION
 OF2054
 OF2054'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2054'IN THE TOWN OF HENRIETTA, AT INTERSECTION OF PINNACLE RD. (RT.92)
 OF2054'AND WILLIAMS RD. (RT.43)
 OF2054'
 OF2054'19.2 FT E. OF CENTERLINE PINNACLE RD.
 OF2054'
 OF2054'45.0 FT N. OF CENTERLINE WILLIAMS RD.
 OF2054'
 OF2054'72.8 FT N. OF UTILITY POLE 222, 111
 OF2054'
 OF2054'76.3 FT N.E. OF UTILITY POLE RG AND E 106
 OF2054'
 OF2054'66.0 FT N.E. OF HYDRANT
 OF2054'
 OF2054'39.7 FT S. OF UTILITY POLE 222
 OF2054'
 OF2054'33.2 FT W. OF STOP SIGN
 OF2054'
 OF2054'6.1 FT S.W. OF M.C. WITNESS SIGN
 OF2054'
 OF2054'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2054'3122 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT WITH CAST IRON
 OF2054'FRAME AND COVER.
 OF2054
 OF2054                          STATION RECOVERY (1995)
 OF2054
 OF2054'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2050 ***********************************************************************
 OF2050  DESIGNATION -  3123
 OF2050  PID         -  OF2050
 OF2050  STATE/COUNTY-  NY/MONROE
 OF2050  USGS QUAD   -  PITTSFORD (1978)
 OF2050
 OF2050                         *CURRENT SURVEY CONTROL
 OF2050  ___________________________________________________________________
 OF2050* NAD 83(1996)-  43 01 22.54161(N)    077 36 09.19161(W)     ADJUSTED  
 OF2050* NAVD 88     -       209.8    (meters)     688.     (feet)  VERTCON   
 OF2050  ___________________________________________________________________
 OF2050  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 OF2050  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2050
 OF2050  HORZ ORDER  -  SECOND
 OF2050
 OF2050.The horizontal coordinates were established by classical geodetic methods
 OF2050.and adjusted by the National Geodetic Survey in January 1999..
 OF2050
 OF2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2050
 OF2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2050
 OF2050.The geoid height was determined by GEOID03.
 OF2050
 OF2050;                    North         East     Units Scale Factor Converg.
 OF2050;SPC NY W     -   336,183.878   429,939.296   MT  1.00001609   +0 40 09.2
 OF2050;SPC NY W     - 1,102,963.27  1,410,559.17   sFT  1.00001609   +0 40 09.2
 OF2050;UTM  18      - 4,766,648.117   287,943.923   MT  1.00015322   -1 46 34.9
 OF2050
 OF2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2050!SPC NY W     -   0.99997260  x   1.00001609  =   0.99998869
 OF2050!UTM  18      -   0.99997260  x   1.00015322  =   1.00012582
 OF2050
 OF2050|---------------------------------------------------------------------|
 OF2050| PID    Reference Object                     Distance      Geod. Az  |
 OF2050|                                                           dddmmss.s |
 OF2050| OF2007 1042 4 NYGS 1969                    183.157 METERS 08750     |
 OF2050| OF2053 1042 3                              APPROX. 0.6 KM 2673532.7 |
 OF2050|---------------------------------------------------------------------|
 OF2050
 OF2050                          SUPERSEDED SURVEY CONTROL
 OF2050
 OF2050  NAD 83(1986)-  43 01 22.54915(N)    077 36 09.18928(W) AD(       ) 2
 OF2050  NAD 27      -  43 01 22.32401(N)    077 36 10.19141(W) AD(       ) 2
 OF2050  NGVD 29 (07/19/86)  210.0    (m)          689.     (f) VERT ANG       
 OF2050
 OF2050.Superseded values are not recommended for survey control.
 OF2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2050.See file dsdata.txt to determine how the superseded data were derived.
 OF2050
 OF2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8794466648(NAD 83)
 OF2050_MARKER: DD = SURVEY DISK
 OF2050_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2050
 OF2050  HISTORY     - Date     Condition        Report By
 OF2050  HISTORY     - 1973     MONUMENTED       NY-055
 OF2050  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2050
 OF2050                          STATION DESCRIPTION
 OF2050
 OF2050'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2050'IN HENRIETTA AT INTERSECTION OF WILLIAMS RD RTE 43 AND WARDELL RD
 OF2050'WHICH IS 0.5 MI E OF PINNACLE RD RTE 92, 14.2 FT N OF CL OF WILLIAMS
 OF2050'RD, 26.7 FT W OF UTILITY POLE 360 14, AND 1.0 FT S OF MONROE COUNTY
 OF2050'WITNESS POST.  STATION IS A STANDARD DISK STAMPED---3123---IN CONCRETE
 OF2050'POST 0.5 FT BELOW GRADE.
 OF2050
 OF2050                          STATION RECOVERY (1995)
 OF2050
 OF2050'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2081 ***********************************************************************
 OF2081  DESIGNATION -  3124
 OF2081  PID         -  OF2081
 OF2081  STATE/COUNTY-  NY/MONROE
 OF2081  USGS QUAD   -  PITTSFORD (1978)
 OF2081
 OF2081                         *CURRENT SURVEY CONTROL
 OF2081  ___________________________________________________________________
 OF2081* NAD 83(1996)-  43 04 07.92471(N)    077 34 37.33745(W)     ADJUSTED  
 OF2081* NAVD 88     -       188.1    (meters)     617.     (feet)  VERTCON   
 OF2081  ___________________________________________________________________
 OF2081  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 OF2081  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF2081
 OF2081  HORZ ORDER  -  SECOND
 OF2081
 OF2081.The horizontal coordinates were established by classical geodetic methods
 OF2081.and adjusted by the National Geodetic Survey in January 1999..
 OF2081
 OF2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2081
 OF2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2081
 OF2081.The geoid height was determined by GEOID03.
 OF2081
 OF2081;                    North         East     Units Scale Factor Converg.
 OF2081;SPC NY W     -   341,311.835   431,957.749   MT  1.00002010   +0 41 14.0
 OF2081;SPC NY W     - 1,119,787.25  1,417,181.38   sFT  1.00002010   +0 41 14.0
 OF2081;UTM  18      - 4,771,685.886   290,179.729   MT  1.00014161   -1 45 37.6
 OF2081
 OF2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2081!SPC NY W     -   0.99997603  x   1.00002010  =   0.99999613
 OF2081!UTM  18      -   0.99997603  x   1.00014161  =   1.00011764
 OF2081
 OF2081:                Primary Azimuth Mark                     Grid Az
 OF2081:SPC NY W     -  3126                                     269 15 59.1
 OF2081:UTM  18      -  3126                                     271 42 50.7
 OF2081
 OF2081|---------------------------------------------------------------------|
 OF2081| PID    Reference Object                     Distance      Geod. Az  |
 OF2081|                                                           dddmmss.s |
 OF2081| OF2082 3126                                APPROX. 0.9 KM 2695713.1 |
 OF2081|---------------------------------------------------------------------|
 OF2081
 OF2081                          SUPERSEDED SURVEY CONTROL
 OF2081
 OF2081  NAD 83(1986)-  43 04 07.93259(N)    077 34 37.33544(W) AD(       ) 2
 OF2081  NAD 27      -  43 04 07.70706(N)    077 34 38.33814(W) AD(       ) 2
 OF2081  NGVD 29 (07/19/86)  188.3    (m)          618.     (f) VERT ANG       
 OF2081
 OF2081.Superseded values are not recommended for survey control.
 OF2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2081.See file dsdata.txt to determine how the superseded data were derived.
 OF2081
 OF2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9018071686(NAD 83)
 OF2081_MARKER: DD = SURVEY DISK
 OF2081_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2081
 OF2081  HISTORY     - Date     Condition        Report By
 OF2081  HISTORY     - 1973     MONUMENTED       NY-055
 OF2081  HISTORY     - 1978     GOOD             NY-055
 OF2081  HISTORY     - 19950324 GOOD             USPSQD
 OF2081  HISTORY     - 20020120 GOOD             USPSQD
 OF2081
 OF2081                          STATION DESCRIPTION
 OF2081
 OF2081'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2081'IN THE TOWN OF HENRIETTA, ON THE S. SIDE OF CALKINS RD. (RT.39,253)
 OF2081'0.6 MI. E. OF PINNACLE RD, (RT.92), AND 0.45 MI. W. OF
 OF2081'PITTSFORD-HENRIETTA T. L. RD.
 OF2081'
 OF2081'25.0 FT S. OF CENTERLINE CALKINS RD.
 OF2081'
 OF2081'19.2 FT E. OF E. RANGELINE OF GARAGE
 OF2081'
 OF2081'85.0 FT N.E. OF N.E. CORNER OF GARAGE
 OF2081'
 OF2081'95.2 FT W. OF HYDRANT
 OF2081'
 OF2081'53.3 FT S.E. OF UTILITY POLE RGE 75,RTC16
 OF2081'
 OF2081'1.0 FT N. OF M.C. WITNESS SIGN
 OF2081'
 OF2081'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2081'3124 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT
 OF2081
 OF2081                          STATION RECOVERY (1978)
 OF2081
 OF2081'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2081'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 OF2081
 OF2081                          STATION RECOVERY (1995)
 OF2081
 OF2081'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2081'RECOVERED IN GOOD CONDITION.
 OF2081
 OF2081                          STATION RECOVERY (2002)
 OF2081
 OF2081'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2055 ***********************************************************************
 OF2055  DESIGNATION -  3125
 OF2055  PID         -  OF2055
 OF2055  STATE/COUNTY-  NY/MONROE
 OF2055  USGS QUAD   -  PITTSFORD (1978)
 OF2055
 OF2055                         *CURRENT SURVEY CONTROL
 OF2055  ___________________________________________________________________
 OF2055* NAD 83(1996)-  43 01 37.94228(N)    077 36 59.27320(W)     ADJUSTED  
 OF2055* NAVD 88     -       199.2    (meters)     654.     (feet)  VERTCON   
 OF2055  ___________________________________________________________________
 OF2055  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 OF2055  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OF2055
 OF2055  HORZ ORDER  -  SECOND
 OF2055
 OF2055.The horizontal coordinates were established by classical geodetic methods
 OF2055.and adjusted by the National Geodetic Survey in January 1999..
 OF2055
 OF2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2055
 OF2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2055
 OF2055.The geoid height was determined by GEOID03.
 OF2055
 OF2055;                    North         East     Units Scale Factor Converg.
 OF2055;SPC NY W     -   336,645.955   428,799.944   MT  1.00001386   +0 39 35.2
 OF2055;SPC NY W     - 1,104,479.27  1,406,821.15   sFT  1.00001386   +0 39 35.2
 OF2055;UTM  18      - 4,767,158.464   286,825.168   MT  1.00015908   -1 47 09.6
 OF2055
 OF2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2055!SPC NY W     -   0.99997426  x   1.00001386  =   0.99998812
 OF2055!UTM  18      -   0.99997426  x   1.00015908  =   1.00013334
 OF2055
 OF2055:                Primary Azimuth Mark                     Grid Az
 OF2055:SPC NY W     -  3120                                     088 50 30.2
 OF2055:UTM  18      -  3120                                     091 17 15.0
 OF2055
 OF2055|---------------------------------------------------------------------|
 OF2055| PID    Reference Object                     Distance      Geod. Az  |
 OF2055|                                                           dddmmss.s |
 OF2055| OF2051 3120                                APPROX. 0.5 KM 0893005.4 |
 OF2055|---------------------------------------------------------------------|
 OF2055
 OF2055                          SUPERSEDED SURVEY CONTROL
 OF2055
 OF2055  NAD 83(1986)-  43 01 37.94973(N)    077 36 59.27094(W) AD(       ) 2
 OF2055  NAD 27      -  43 01 37.72435(N)    077 37 00.27126(W) AD(       ) 2
 OF2055  NGVD 29 (07/19/86)  199.4    (m)          654.     (f) VERT ANG       
 OF2055
 OF2055.Superseded values are not recommended for survey control.
 OF2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2055.See file dsdata.txt to determine how the superseded data were derived.
 OF2055
 OF2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8682567158(NAD 83)
 OF2055_MARKER: DE = TRAVERSE STATION DISK
 OF2055_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2055
 OF2055  HISTORY     - Date     Condition        Report By
 OF2055  HISTORY     - 1973     MONUMENTED       NY-055
 OF2055  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2055
 OF2055                          STATION DESCRIPTION
 OF2055
 OF2055'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2055'DESTROYED BY MONROE COUNTY ROAD CREW 7/73
 OF2055
 OF2055                          STATION RECOVERY (1994)
 OF2055
 OF2055'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2082 ***********************************************************************
 OF2082  DESIGNATION -  3126
 OF2082  PID         -  OF2082
 OF2082  STATE/COUNTY-  NY/MONROE
 OF2082  USGS QUAD   -  PITTSFORD (1978)
 OF2082
 OF2082                         *CURRENT SURVEY CONTROL
 OF2082  ___________________________________________________________________
 OF2082* NAD 83(1996)-  43 04 07.89958(N)    077 35 16.55029(W)     ADJUSTED  
 OF2082* NAVD 88     -       167.7    (meters)     550.     (feet)  VERTCON   
 OF2082  ___________________________________________________________________
 OF2082  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 OF2082  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF2082
 OF2082  HORZ ORDER  -  SECOND
 OF2082
 OF2082.The horizontal coordinates were established by classical geodetic methods
 OF2082.and adjusted by the National Geodetic Survey in January 1999..
 OF2082
 OF2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2082
 OF2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2082
 OF2082.The geoid height was determined by GEOID03.
 OF2082
 OF2082;                    North         East     Units Scale Factor Converg.
 OF2082;SPC NY W     -   341,300.476   431,070.616   MT  1.00001832   +0 40 47.2
 OF2082;SPC NY W     - 1,119,749.98  1,414,270.85   sFT  1.00001832   +0 40 47.2
 OF2082;UTM  18      - 4,771,712.427   289,292.810   MT  1.00014620   -1 46 04.4
 OF2082
 OF2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2082!SPC NY W     -   0.99997923  x   1.00001832  =   0.99999755
 OF2082!UTM  18      -   0.99997923  x   1.00014620  =   1.00012543
 OF2082
 OF2082:                Primary Azimuth Mark                     Grid Az
 OF2082:SPC NY W     -  3136 MCGS 1978                           202 02 28.4
 OF2082:UTM  18      -  3136 MCGS 1978                           204 29 20.0
 OF2082
 OF2082|---------------------------------------------------------------------|
 OF2082| PID    Reference Object                     Distance      Geod. Az  |
 OF2082|                                                           dddmmss.s |
 OF2082| OF2094 3136 MCGS 1978                      APPROX. 0.6 KM 2024315.6 |
 OF2082|---------------------------------------------------------------------|
 OF2082
 OF2082                          SUPERSEDED SURVEY CONTROL
 OF2082
 OF2082  NAD 83(1986)-  43 04 07.90741(N)    077 35 16.54830(W) AD(       ) 2
 OF2082  NAD 27      -  43 04 07.68208(N)    077 35 17.55044(W) AD(       ) 2
 OF2082  NGVD 29 (07/19/86)  167.9    (m)          551.     (f) VERT ANG       
 OF2082
 OF2082.Superseded values are not recommended for survey control.
 OF2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2082.See file dsdata.txt to determine how the superseded data were derived.
 OF2082
 OF2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8929371712(NAD 83)
 OF2082_MARKER: DD = SURVEY DISK
 OF2082_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2082
 OF2082  HISTORY     - Date     Condition        Report By
 OF2082  HISTORY     - 1973     MONUMENTED       NY-055
 OF2082  HISTORY     - 1978     GOOD             NY-055
 OF2082  HISTORY     - 19950324 GOOD             USPSQD
 OF2082
 OF2082                          STATION DESCRIPTION
 OF2082
 OF2082'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2082'IN THE TOWN OF HENRIETTA, IN THE PAVEMENT AT THE N.E. CORNER
 OF2082'OF PINNACLE RD.  (RT. 92) AND CALKINS ROAD (RT. 39, 253)
 OF2082'
 OF2082'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2082'3126 IN THE TOP OF A CONCRETE POST COVERED 1 FT., IN A CAST IRON
 OF2082'FRAME AND COVER.
 OF2082
 OF2082                          STATION RECOVERY (1978)
 OF2082
 OF2082'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2082'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 OF2082
 OF2082                          STATION RECOVERY (1995)
 OF2082
 OF2082'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2093 ***********************************************************************
 OF2093  DESIGNATION -  3134 MCGS 1978
 OF2093  PID         -  OF2093
 OF2093  STATE/COUNTY-  NY/MONROE
 OF2093  USGS QUAD   -  PITTSFORD (1978)
 OF2093
 OF2093                         *CURRENT SURVEY CONTROL
 OF2093  ___________________________________________________________________
 OF2093* NAD 83(1996)-  43 03 00.89216(N)    077 35 58.46246(W)     ADJUSTED  
 OF2093* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 OF2093  ___________________________________________________________________
 OF2093  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 OF2093  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OF2093
 OF2093  HORZ ORDER  -  SECOND
 OF2093
 OF2093.The horizontal coordinates were established by classical geodetic methods
 OF2093.and adjusted by the National Geodetic Survey in January 1999..
 OF2093
 OF2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2093
 OF2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2093
 OF2093.The geoid height was determined by GEOID03.
 OF2093
 OF2093;                    North         East     Units Scale Factor Converg.
 OF2093;SPC NY W     -   339,221.589   430,146.646   MT  1.00001649   +0 40 17.7
 OF2093;SPC NY W     - 1,112,929.50  1,411,239.45   sFT  1.00001649   +0 40 17.7
 OF2093;UTM  18      - 4,769,674.622   288,280.782   MT  1.00015146   -1 46 30.8
 OF2093
 OF2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2093!SPC NY W     -   0.99997420  x   1.00001649  =   0.99999069
 OF2093!UTM  18      -   0.99997420  x   1.00015146  =   1.00012566
 OF2093
 OF2093|---------------------------------------------------------------------|
 OF2093| PID    Reference Object                     Distance      Geod. Az  |
 OF2093|                                                           dddmmss.s |
 OF2093| OF2092 3135 MCGS 1978                      147.658 METERS 08823     |
 OF2093| OF2313 GATES CENTER WATER TANK 1969        APPROX.12.5 KM 3252303.0 |
 OF2093| OF2121 WEST BRIGHTON TANK                  APPROX. 6.5 KM 3254042.4 |
 OF2093| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 9.0 KM 3445209.8 |
 OF2093|---------------------------------------------------------------------|
 OF2093
 OF2093                          SUPERSEDED SURVEY CONTROL
 OF2093
 OF2093  NAD 83(1986)-  43 03 00.89978(N)    077 35 58.46035(W) AD(       ) 2
 OF2093  NAD 27      -  43 03 00.67388(N)    077 35 59.46160(W) AD(       ) 2
 OF2093  NGVD 29 (07/19/86)  199.9    (m)          656.     (f) VERT ANG       
 OF2093
 OF2093.Superseded values are not recommended for survey control.
 OF2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2093.See file dsdata.txt to determine how the superseded data were derived.
 OF2093
 OF2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8828169675(NAD 83)
 OF2093_MARKER: DE = TRAVERSE STATION DISK
 OF2093_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2093
 OF2093  HISTORY     - Date     Condition        Report By
 OF2093  HISTORY     - 1978     MONUMENTED       NY-055
 OF2093  HISTORY     - 19950324 MARK NOT FOUND   USPSQD
 OF2093
 OF2093                          STATION DESCRIPTION
 OF2093
 OF2093'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2093'IN THE TOWN OF HENRIETTA, 13.3 FT S OF THE CL OF PVMT OF GOODBURLET RD
 OF2093'AND ABOUT 0.1 MI W OF PINNACLE RD.  STATION IS ON THE W RL OF HOUSE NO
 OF2093'390, 40.4 FT SSE OF UTILITY POLE RGE 2A RTC 26, 107.2 FT SW OF C NUT
 OF2093'OF A HYDRANT AND 7.5 FT N OF A MC WITNESS POST.  STATION IS A STANDARD
 OF2093'MCGS DISK STAMPED---3134---AND IS 0.8 BELOW GRADE AND IN A CAST IRON
 OF2093'FRAME AND COVER WHICH IS AT A GRADE.
 OF2093
 OF2093                          STATION RECOVERY (1995)
 OF2093
 OF2093'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2092 ***********************************************************************
 OF2092  DESIGNATION -  3135 MCGS 1978
 OF2092  PID         -  OF2092
 OF2092  STATE/COUNTY-  NY/MONROE
 OF2092  USGS QUAD   -  PITTSFORD (1978)
 OF2092
 OF2092                         *CURRENT SURVEY CONTROL
 OF2092  ___________________________________________________________________
 OF2092* NAD 83(1996)-  43 03 01.02757(N)    077 35 51.94073(W)     ADJUSTED  
 OF2092* NAVD 88     -       198.6    (meters)     652.     (feet)  VERTCON   
 OF2092  ___________________________________________________________________
 OF2092  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 OF2092  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OF2092
 OF2092  HORZ ORDER  -  SECOND
 OF2092
 OF2092.The horizontal coordinates were established by classical geodetic methods
 OF2092.and adjusted by the National Geodetic Survey in January 1999..
 OF2092
 OF2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2092
 OF2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2092
 OF2092.The geoid height was determined by GEOID03.
 OF2092
 OF2092;                    North         East     Units Scale Factor Converg.
 OF2092;SPC NY W     -   339,227.499   430,294.188   MT  1.00001678   +0 40 22.2
 OF2092;SPC NY W     - 1,112,948.89  1,411,723.52   sFT  1.00001678   +0 40 22.2
 OF2092;UTM  18      - 4,769,674.228   288,428.462   MT  1.00015070   -1 46 26.4
 OF2092
 OF2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2092!SPC NY W     -   0.99997437  x   1.00001678  =   0.99999115
 OF2092!UTM  18      -   0.99997437  x   1.00015070  =   1.00012507
 OF2092
 OF2092:                Primary Azimuth Mark                     Grid Az
 OF2092:SPC NY W     -  3116                                     201 43 28.8
 OF2092:UTM  18      -  3116                                     204 10 17.4
 OF2092
 OF2092|---------------------------------------------------------------------|
 OF2092| PID    Reference Object                     Distance      Geod. Az  |
 OF2092|                                                           dddmmss.s |
 OF2092| OF2084 3116                                APPROX. 0.6 KM 2022351.0 |
 OF2092| OF2093 3134 MCGS 1978                      147.658 METERS 26823     |
 OF2092|---------------------------------------------------------------------|
 OF2092
 OF2092                          SUPERSEDED SURVEY CONTROL
 OF2092
 OF2092  NAD 83(1986)-  43 03 01.03520(N)    077 35 51.93863(W) AD(       ) 2
 OF2092  NAD 27      -  43 03 00.80927(N)    077 35 52.94008(W) AD(       ) 2
 OF2092  NGVD 29 (07/19/86)  198.8    (m)          652.     (f) VERT ANG       
 OF2092
 OF2092.Superseded values are not recommended for survey control.
 OF2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2092.See file dsdata.txt to determine how the superseded data were derived.
 OF2092
 OF2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8842869674(NAD 83)
 OF2092_MARKER: DE = TRAVERSE STATION DISK
 OF2092_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2092
 OF2092  HISTORY     - Date     Condition        Report By
 OF2092  HISTORY     - 1978     MONUMENTED       NY-055
 OF2092  HISTORY     - 19950324 GOOD             USPSQD
 OF2092
 OF2092                          STATION DESCRIPTION
 OF2092
 OF2092'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2092'IN THE TOWN OF HENRIETTA, 16 FT E OF THE CL OF PVMT PINNACLE RD AND
 OF2092'12.3 FT N OF THE CL OF PVMT GOODBURLET RD.  STATION IS 1.2 FT E OF  E
 OF2092'EDGE OF CONCRETE GUTTER, 19.4 FT S OF N RL OF HOUSE NO 1150, 41.8 FT
 OF2092'SW OF UTILITY POLE RGE 62A.  STATION IS A STANDARD MCGS DISK IMBEDDED
 OF2092'IN A CONCRETE POST AND STAMPED---3135---AND ENCASED IN A CAST IRON
 OF2092'FRAME AND COVER.
 OF2092
 OF2092                          STATION RECOVERY (1995)
 OF2092
 OF2092'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2094 ***********************************************************************
 OF2094  DESIGNATION -  3136 MCGS 1978
 OF2094  PID         -  OF2094
 OF2094  STATE/COUNTY-  NY/MONROE
 OF2094  USGS QUAD   -  PITTSFORD (1978)
 OF2094
 OF2094                         *CURRENT SURVEY CONTROL
 OF2094  ___________________________________________________________________
 OF2094* NAD 83(1996)-  43 03 50.06595(N)    077 35 26.73495(W)     ADJUSTED  
 OF2094* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 OF2094  ___________________________________________________________________
 OF2094  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF2094  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2094
 OF2094  HORZ ORDER  -  SECOND
 OF2094
 OF2094.The horizontal coordinates were established by classical geodetic methods
 OF2094.and adjusted by the National Geodetic Survey in January 1999..
 OF2094
 OF2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2094
 OF2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2094
 OF2094.The geoid height was determined by GEOID03.
 OF2094
 OF2094;                    North         East     Units Scale Factor Converg.
 OF2094;SPC NY W     -   340,747.438   430,846.711   MT  1.00001788   +0 40 40.0
 OF2094;SPC NY W     - 1,117,935.55  1,413,536.25   sFT  1.00001788   +0 40 40.0
 OF2094;UTM  18      - 4,771,169.386   289,045.460   MT  1.00014749   -1 46 10.8
 OF2094
 OF2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2094!SPC NY W     -   0.99997730  x   1.00001788  =   0.99999518
 OF2094!UTM  18      -   0.99997730  x   1.00014749  =   1.00012478
 OF2094
 OF2094:                Primary Azimuth Mark                     Grid Az
 OF2094:SPC NY W     -  3126                                     022 02 28.7
 OF2094:UTM  18      -  3126                                     024 29 19.5
 OF2094
 OF2094|---------------------------------------------------------------------|
 OF2094| PID    Reference Object                     Distance      Geod. Az  |
 OF2094|                                                           dddmmss.s |
 OF2094| OF2082 3126                                APPROX. 0.6 KM 0224308.7 |
 OF2094| OF2037 LOVEJOY                             APPROX. 1.2 KM 1070948.1 |
 OF2094| OF2090 3137 MCGS 1978                      APPROX. 0.5 KM 1992639.3 |
 OF2094|---------------------------------------------------------------------|
 OF2094
 OF2094                          SUPERSEDED SURVEY CONTROL
 OF2094
 OF2094  NAD 83(1986)-  43 03 50.07374(N)    077 35 26.73291(W) AD(       ) 2
 OF2094  NAD 27      -  43 03 49.84818(N)    077 35 27.73488(W) AD(       ) 2
 OF2094  NGVD 29 (07/19/86)  180.2    (m)          591.     (f) VERT ANG       
 OF2094
 OF2094.Superseded values are not recommended for survey control.
 OF2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2094.See file dsdata.txt to determine how the superseded data were derived.
 OF2094
 OF2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8904571169(NAD 83)
 OF2094_MARKER: DE = TRAVERSE STATION DISK
 OF2094_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2094
 OF2094  HISTORY     - Date     Condition        Report By
 OF2094  HISTORY     - 1978     MONUMENTED       NY-055
 OF2094  HISTORY     - 19950324 GOOD             USPSQD
 OF2094
 OF2094                          STATION DESCRIPTION
 OF2094
 OF2094'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2094'IN THE TOWN OF HENRIETTA,  ON THE W SIDE OF PINNACLE ROAD, 0.35 MILES
 OF2094'S OF CALKINS RD AND 3.3 FT S OF THE CL PARKMEADOW RD PRODUCED WLY.
 OF2094'STATION IS 5.9 FT W OF W EDGE OF CONCRETE GUTTER, 8.1 FT E OF CONCRETE
 OF2094'SIDEWALK, 6.5 FT SE OF A UTILITY POLE.  STATION IS A STANDARD MCGS
 OF2094'DISK IN A CONCRETE POST STAMPED---3136---AND 0.8 FT BELOW GRADE IN A
 OF2094'CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 OF2094
 OF2094                          STATION RECOVERY (1995)
 OF2094
 OF2094'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2090 ***********************************************************************
 OF2090  DESIGNATION -  3137 MCGS 1978
 OF2090  PID         -  OF2090
 OF2090  STATE/COUNTY-  NY/MONROE
 OF2090  USGS QUAD   -  PITTSFORD (1978)
 OF2090
 OF2090                         *CURRENT SURVEY CONTROL
 OF2090  ___________________________________________________________________
 OF2090* NAD 83(1996)-  43 03 34.52122(N)    077 35 34.21871(W)     ADJUSTED  
 OF2090* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 OF2090  ___________________________________________________________________
 OF2090  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF2090  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 OF2090
 OF2090  HORZ ORDER  -  SECOND
 OF2090
 OF2090.The horizontal coordinates were established by classical geodetic methods
 OF2090.and adjusted by the National Geodetic Survey in January 1999..
 OF2090
 OF2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2090
 OF2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2090
 OF2090.The geoid height was determined by GEOID03.
 OF2090
 OF2090;                    North         East     Units Scale Factor Converg.
 OF2090;SPC NY W     -   340,265.761   430,683.049   MT  1.00001755   +0 40 34.7
 OF2090;SPC NY W     - 1,116,355.25  1,412,999.30   sFT  1.00001755   +0 40 34.7
 OF2090;UTM  18      - 4,770,695.075   288,861.355   MT  1.00014844   -1 46 15.4
 OF2090
 OF2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2090!SPC NY W     -   0.99997682  x   1.00001755  =   0.99999437
 OF2090!UTM  18      -   0.99997682  x   1.00014844  =   1.00012526
 OF2090
 OF2090:                Primary Azimuth Mark                     Grid Az
 OF2090:SPC NY W     -  3136 MCGS 1978                           018 45 59.5
 OF2090:UTM  18      -  3136 MCGS 1978                           021 12 49.6
 OF2090
 OF2090|---------------------------------------------------------------------|
 OF2090| PID    Reference Object                     Distance      Geod. Az  |
 OF2090|                                                           dddmmss.s |
 OF2090| OF2094 3136 MCGS 1978                      APPROX. 0.5 KM 0192634.2 |
 OF2090| OF2091 3138 MCGS 1978                      424.721 METERS 2012949.3 |
 OF2090|---------------------------------------------------------------------|
 OF2090
 OF2090                          SUPERSEDED SURVEY CONTROL
 OF2090
 OF2090  NAD 83(1986)-  43 03 34.52896(N)    077 35 34.21666(W) AD(       ) 2
 OF2090  NAD 27      -  43 03 34.30326(N)    077 35 35.21846(W) AD(       ) 2
 OF2090  NGVD 29 (07/19/86)  183.2    (m)          601.     (f) VERT ANG       
 OF2090
 OF2090.Superseded values are not recommended for survey control.
 OF2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2090.See file dsdata.txt to determine how the superseded data were derived.
 OF2090
 OF2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8886170695(NAD 83)
 OF2090_MARKER: DE = TRAVERSE STATION DISK
 OF2090_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2090
 OF2090  HISTORY     - Date     Condition        Report By
 OF2090  HISTORY     - 1978     MONUMENTED       NY-055
 OF2090  HISTORY     - 19950324 GOOD             USPSQD
 OF2090
 OF2090                          STATION DESCRIPTION
 OF2090
 OF2090'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2090'IN THE TOWN OF HENRIETTA, IN THE NE CORNER OF THE INTERSECTION OF
 OF2090'PINNACLE  RD AND LEHIGH STATION ROAD.  STATION IS IN THE PAVEMENT AND
 OF2090'IS 27.8 FT E OF THE CENTERLINE OF THE PAVEMENT OF PINNACLE RD AND 28.8
 OF2090'FT S OF THE CENTERLINE OF THE PAVEMENT OF LEHIGH STATION RD.  STATION
 OF2090'IS STAMPED---3137--- AND IS 0.8 FT BELOW PVMT GRADE AND IS IN A CAST
 OF2090'IRON FRAME AND COVER WHICH IS AT GRADE.
 OF2090
 OF2090                          STATION RECOVERY (1995)
 OF2090
 OF2090'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2091 ***********************************************************************
 OF2091  DESIGNATION -  3138 MCGS 1978
 OF2091  PID         -  OF2091
 OF2091  STATE/COUNTY-  NY/MONROE
 OF2091  USGS QUAD   -  PITTSFORD (1978)
 OF2091
 OF2091                         *CURRENT SURVEY CONTROL
 OF2091  ___________________________________________________________________
 OF2091* NAD 83(1996)-  43 03 21.71548(N)    077 35 41.09641(W)     ADJUSTED  
 OF2091* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 OF2091  ___________________________________________________________________
 OF2091  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 OF2091  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF2091
 OF2091  HORZ ORDER  -  SECOND
 OF2091
 OF2091.The horizontal coordinates were established by classical geodetic methods
 OF2091.and adjusted by the National Geodetic Survey in January 1999..
 OF2091
 OF2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2091
 OF2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2091
 OF2091.The geoid height was determined by GEOID03.
 OF2091
 OF2091;                    North         East     Units Scale Factor Converg.
 OF2091;SPC NY W     -   339,868.769   430,532.081   MT  1.00001725   +0 40 29.8
 OF2091;SPC NY W     - 1,115,052.79  1,412,504.00   sFT  1.00001725   +0 40 29.8
 OF2091;UTM  18      - 4,770,304.840   288,693.552   MT  1.00014932   -1 46 19.6
 OF2091
 OF2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2091!SPC NY W     -   0.99997557  x   1.00001725  =   0.99999282
 OF2091!UTM  18      -   0.99997557  x   1.00014932  =   1.00012488
 OF2091
 OF2091:                Primary Azimuth Mark                     Grid Az
 OF2091:SPC NY W     -  3137 MCGS 1978                           020 49 14.8
 OF2091:UTM  18      -  3137 MCGS 1978                           023 16 04.2
 OF2091
 OF2091|---------------------------------------------------------------------|
 OF2091| PID    Reference Object                     Distance      Geod. Az  |
 OF2091|                                                           dddmmss.s |
 OF2091| OF2090 3137 MCGS 1978                      424.721 METERS 0212944.6 |
 OF2091| OF2092 3135 MCGS 1978                      APPROX. 0.7 KM 2010142.2 |
 OF2091|---------------------------------------------------------------------|
 OF2091
 OF2091                          SUPERSEDED SURVEY CONTROL
 OF2091
 OF2091  NAD 83(1986)-  43 03 21.72316(N)    077 35 41.09434(W) AD(       ) 2
 OF2091  NAD 27      -  43 03 21.49736(N)    077 35 42.09600(W) AD(       ) 2
 OF2091  NGVD 29 (07/19/86)  191.2    (m)          627.     (f) VERT ANG       
 OF2091
 OF2091.Superseded values are not recommended for survey control.
 OF2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2091.See file dsdata.txt to determine how the superseded data were derived.
 OF2091
 OF2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8869470305(NAD 83)
 OF2091_MARKER: DE = TRAVERSE STATION DISK
 OF2091_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2091
 OF2091  HISTORY     - Date     Condition        Report By
 OF2091  HISTORY     - 1978     MONUMENTED       NY-055
 OF2091  HISTORY     - 19950324 GOOD             USPSQD
 OF2091
 OF2091                          STATION DESCRIPTION
 OF2091
 OF2091'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 OF2091'IN THE TOWN OF HENRIETTA, 16.2 FT E OF THE CL OF PVMT OF PINNACLE RD,
 OF2091'0.25 MI S OF LEHIGH STATION RD AND ABOUT 80 FT S OF CL OF PVMT
 OF2091'GATEHOUSE RD.  STATION IS 1.1 FT E OF E EDGE CONCRETE GUTTER, 52.6 FT
 OF2091'SW OF TOP NUT OF HYDRANT, 70.2 FT W OF NW COR OF ATTACHED GARAGE HOUSE
 OF2091'NO 3 GATEHOUSE RD.  STATION IS A STANDARD MCGS DISK STAMPED---3138---
 OF2091'AND IMBEDDED IN A CONCRETE POST.  STATION IS IN A CAST IRON FRAME AND
 OF2091'COVER.
 OF2091
 OF2091                          STATION RECOVERY (1995)
 OF2091
 OF2091'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1301 ***********************************************************************
 PH1301  DESIGNATION -  315
 PH1301  PID         -  PH1301
 PH1301  STATE/COUNTY-  NY/ST LAWRENCE
 PH1301  USGS QUAD   -  MUSKELLUNGE LAKE (1961)
 PH1301
 PH1301                         *CURRENT SURVEY CONTROL
 PH1301  ___________________________________________________________________
 PH1301* NAD 83(1986)-  44 21 08.     (N)    075 38 46.     (W)     SCALED    
 PH1301* NAVD 88     -        95.871  (meters)     314.54   (feet)  ADJUSTED  
 PH1301  ___________________________________________________________________
 PH1301  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 PH1301  DYNAMIC HT  -          95.861 (meters)     314.50  (feet)  COMP
 PH1301  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 PH1301
 PH1301  VERT ORDER  -  SECOND    CLASS 0
 PH1301
 PH1301.The horizontal coordinates were scaled from a topographic map and have
 PH1301.an estimated accuracy of +/- 6 seconds.
 PH1301
 PH1301.The orthometric height was determined by differential leveling
 PH1301.and adjusted by the National Geodetic Survey in June 1991..
 PH1301
 PH1301.The geoid height was determined by GEOID03.
 PH1301
 PH1301.The dynamic height is computed by dividing the NAVD 88
 PH1301.geopotential number by the normal gravity value computed on the
 PH1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1301.degrees latitude (g = 980.6199 gals.).
 PH1301
 PH1301.The modeled gravity was interpolated from observed gravity values.
 PH1301
 PH1301;                    North         East    Units  Estimated Accuracy
 PH1301;SPC NY E     -   613,540.       58,630.      MT  (+/- 180 meters Scaled)
 PH1301
 PH1301                          SUPERSEDED SURVEY CONTROL
 PH1301
 PH1301  NGVD 29 (??/??/92)   96.025  (m)          315.04   (f) ADJ UNCH    2 0
 PH1301
 PH1301.Superseded values are not recommended for survey control.
 PH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1301.See file dsdata.txt to determine how the superseded data were derived.
 PH1301
 PH1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ485111(NAD 83)
 PH1301_MARKER: DB = BENCH MARK DISK
 PH1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1301_SP_SET: BRIDGE ABUTMENT
 PH1301_STAMPING: 315
 PH1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1301
 PH1301  HISTORY     - Date     Condition        Report By
 PH1301  HISTORY     - UNK      MONUMENTED       USGS
 PH1301  HISTORY     - 1942     GOOD             NGS
 PH1301
 PH1301                          STATION DESCRIPTION
 PH1301
 PH1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1301'1.9 MI S FROM ROSSIE.
 PH1301'TO REACH FROM THE ROAD INTERSECTION AT ROSSIE, PROCEED SOUTHERLY ON
 PH1301'ROAD TO OXBOW AND GO 1.9 MILES TO THE STEEL BRIDGE OVER THE
 PH1301'OSWEGATCHIE RIVER AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1301'HORIZONTALLY IN TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT OF THE
 PH1301'BRIDGE, IT IS 9.5 FEET WEST OF AND ABOUT ONE FOOT BELOW THE CENTER
 PH1301'LINE OF THE ROAD, ONE FOOT WEST OF THE STEEL GIRDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0836 ***********************************************************************
 PH0836  DESIGNATION -  315
 PH0836  PID         -  PH0836
 PH0836  STATE/COUNTY-  NY/ST LAWRENCE
 PH0836  USGS QUAD   -  HEUVELTON (1963)
 PH0836
 PH0836                         *CURRENT SURVEY CONTROL
 PH0836  ___________________________________________________________________
 PH0836* NAD 83(1986)-  44 37 08.     (N)    075 24 24.     (W)     SCALED    
 PH0836* NAVD 88     -        95.990  (meters)     314.93   (feet)  ADJUSTED  
 PH0836  ___________________________________________________________________
 PH0836  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 PH0836  DYNAMIC HT  -          95.983 (meters)     314.90  (feet)  COMP
 PH0836  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 PH0836
 PH0836  VERT ORDER  -  FIRST     CLASS II
 PH0836
 PH0836.The horizontal coordinates were scaled from a topographic map and have
 PH0836.an estimated accuracy of +/- 6 seconds.
 PH0836
 PH0836.The orthometric height was determined by differential leveling
 PH0836.and adjusted by the National Geodetic Survey in June 1991..
 PH0836
 PH0836.The geoid height was determined by GEOID03.
 PH0836
 PH0836.The dynamic height is computed by dividing the NAVD 88
 PH0836.geopotential number by the normal gravity value computed on the
 PH0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0836.degrees latitude (g = 980.6199 gals.).
 PH0836
 PH0836.The modeled gravity was interpolated from observed gravity values.
 PH0836
 PH0836;                    North         East    Units  Estimated Accuracy
 PH0836;SPC NY E     -   642,930.       78,050.      MT  (+/- 180 meters Scaled)
 PH0836
 PH0836                          SUPERSEDED SURVEY CONTROL
 PH0836
 PH0836  NGVD 29 (??/??/92)   96.128  (m)          315.38   (f) ADJ UNCH    1 2
 PH0836
 PH0836.Superseded values are not recommended for survey control.
 PH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0836.See file dsdata.txt to determine how the superseded data were derived.
 PH0836
 PH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ677406(NAD 83)
 PH0836_MARKER: DD = SURVEY DISK
 PH0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0836_SP_SET: BUILDING
 PH0836_STAMPING: 315 ALBANY 1903
 PH0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0836
 PH0836  HISTORY     - Date     Condition        Report By
 PH0836  HISTORY     - 1903     MONUMENTED       USGS
 PH0836  HISTORY     - 1942     GOOD             NGS
 PH0836  HISTORY     - 19920719 GOOD             USPSQD
 PH0836
 PH0836                          STATION DESCRIPTION
 PH0836
 PH0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0836'IN HEUVELTON.
 PH0836'TO REACH FROM THE RAILROAD STATION AT HEUVELTON, PROCEED 0.1 MILE EAST
 PH0836'ALONG THE NEW YORK CENTRAL RAILROAD, TO THE PRESBYTERIAN CHURCH, AND
 PH0836'SITE OF BENCH MARK.  BENCH MARK IS SET VERTICALLY IN THE SOUTHWEST
 PH0836'CORNER OF THE SOUTH SIDE OF CHURCH, IN THE STONE FOUNDATION. IT IS
 PH0836'43.0 YARDS NORTH OF THE CENTERLINE OF TRACKS, 3.0 FEET EAST OF THE
 PH0836'SOUTHWEST CORNER OF CHURCH, AND 18.0 INCHES ABOVE THE GROUND.
 PH0836
 PH0836                          STATION RECOVERY (1992)
 PH0836
 PH0836'RECOVERY NOTE BY US POWER SQUADRON 1992 (JWW)
 PH0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1468 ***********************************************************************
 PH1468  DESIGNATION -  317
 PH1468  PID         -  PH1468
 PH1468  STATE/COUNTY-  NY/ST LAWRENCE
 PH1468  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1468
 PH1468                         *CURRENT SURVEY CONTROL
 PH1468  ___________________________________________________________________
 PH1468* NAD 83(1986)-  44 38 26.     (N)    075 30 21.     (W)     SCALED    
 PH1468* NAVD 88     -        96.640  (meters)     317.06   (feet)  ADJUSTED  
 PH1468  ___________________________________________________________________
 PH1468  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 PH1468  DYNAMIC HT  -          96.634 (meters)     317.04  (feet)  COMP
 PH1468  MODELED GRAV-     980,547.2   (mgal)                       NAVD 88
 PH1468
 PH1468  VERT ORDER  -  FIRST     CLASS II
 PH1468
 PH1468.The horizontal coordinates were scaled from a topographic map and have
 PH1468.an estimated accuracy of +/- 6 seconds.
 PH1468
 PH1468.The orthometric height was determined by differential leveling
 PH1468.and adjusted by the National Geodetic Survey in June 1991..
 PH1468
 PH1468.The geoid height was determined by GEOID03.
 PH1468
 PH1468.The dynamic height is computed by dividing the NAVD 88
 PH1468.geopotential number by the normal gravity value computed on the
 PH1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1468.degrees latitude (g = 980.6199 gals.).
 PH1468
 PH1468.The modeled gravity was interpolated from observed gravity values.
 PH1468
 PH1468;                    North         East    Units  Estimated Accuracy
 PH1468;SPC NY E     -   645,430.       70,210.      MT  (+/- 180 meters Scaled)
 PH1468
 PH1468                          SUPERSEDED SURVEY CONTROL
 PH1468
 PH1468  NGVD 29 (??/??/92)   96.770  (m)          317.49   (f) ADJ UNCH    1 2
 PH1468
 PH1468.Superseded values are not recommended for survey control.
 PH1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1468.See file dsdata.txt to determine how the superseded data were derived.
 PH1468
 PH1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ598431(NAD 83)
 PH1468_MARKER: DD = SURVEY DISK
 PH1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1468_SP_SET: WATER TABLE
 PH1468_STAMPING: 317 ALBANY 1903
 PH1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1468
 PH1468  HISTORY     - Date     Condition        Report By
 PH1468  HISTORY     - 1903     MONUMENTED       USGS
 PH1468  HISTORY     - 1942     GOOD             NGS
 PH1468  HISTORY     - 1989     GOOD             USPSQD
 PH1468  HISTORY     - 19940904 GOOD             USPSQD
 PH1468
 PH1468                          STATION DESCRIPTION
 PH1468
 PH1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1468'4.0 MI S FROM OGDENSBURG.
 PH1468'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT OGDENSBURG,
 PH1468'PROCEED 4.0 MILES SOUTH ON NEW YORK AVENUE, AND AN ASPHALT ROAD, TO A
 PH1468'FARM HOUSE ON WEST SIDE OF ROAD, ON RESIDENCE OWNED BY PAUL VELOUR,
 PH1468'AND SITE OF BENCH MARK.  BENCH MARK IS SET VERTICALLY IN THE NORTH END
 PH1468'OF THE EAST FACE OF A WATER TABLE.  IT IS 132.0 FEET WEST OF THE
 PH1468'CENTERLINE OF ROAD AND 2.5 FEET ABOVE THE GROUND.
 PH1468
 PH1468                          STATION RECOVERY (1989)
 PH1468
 PH1468'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1468'RECOVERED IN GOOD CONDITION.
 PH1468
 PH1468                          STATION RECOVERY (1994)
 PH1468
 PH1468'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0117 ***********************************************************************
 LY0117  DESIGNATION -  319
 LY0117  PID         -  LY0117
 LY0117  STATE/COUNTY-  NY/ULSTER
 LY0117  USGS QUAD   -  ELLENVILLE (1976)
 LY0117
 LY0117                         *CURRENT SURVEY CONTROL
 LY0117  ___________________________________________________________________
 LY0117* NAD 83(1986)-  41 42 52.     (N)    074 23 16.     (W)     SCALED    
 LY0117* NAVD 88     -        97.103  (meters)     318.58   (feet)  ADJUSTED  
 LY0117  ___________________________________________________________________
 LY0117  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LY0117  DYNAMIC HT  -          97.066 (meters)     318.46  (feet)  COMP
 LY0117  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 LY0117
 LY0117  VERT ORDER  -  SECOND    CLASS II
 LY0117
 LY0117.The horizontal coordinates were scaled from a topographic map and have
 LY0117.an estimated accuracy of +/- 6 seconds.
 LY0117
 LY0117.The orthometric height was determined by differential leveling
 LY0117.and adjusted by the National Geodetic Survey in June 1991..
 LY0117
 LY0117.The geoid height was determined by GEOID03.
 LY0117
 LY0117.The dynamic height is computed by dividing the NAVD 88
 LY0117.geopotential number by the normal gravity value computed on the
 LY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0117.degrees latitude (g = 980.6199 gals.).
 LY0117
 LY0117.The modeled gravity was interpolated from observed gravity values.
 LY0117
 LY0117;                    North         East    Units  Estimated Accuracy
 LY0117;SPC NY E     -   319,890.      159,340.      MT  (+/- 180 meters Scaled)
 LY0117
 LY0117                          SUPERSEDED SURVEY CONTROL
 LY0117
 LY0117.No superseded survey control is available for this station.
 LY0117
 LY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM509182(NAD 83)
 LY0117_MARKER: DB = BENCH MARK DISK
 LY0117_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LY0117_SP_SET: FOUNDATION WALL
 LY0117_STAMPING: 319 ALBANY 1903
 LY0117_MARK LOGO: USGS  
 LY0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0117+STABILITY: SURFACE MOTION
 LY0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0117+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 LY0117
 LY0117  HISTORY     - Date     Condition        Report By
 LY0117  HISTORY     - 1903     MONUMENTED       USGS
 LY0117  HISTORY     - 1935     GOOD             NGS
 LY0117  HISTORY     - 1979     GOOD             LOCENG
 LY0117  HISTORY     - 19960420 GOOD             USPSQD
 LY0117  HISTORY     - 20040601 GOOD             NYDT
 LY0117  HISTORY     - 20041103 GOOD             LOCSUR
 LY0117
 LY0117                          STATION DESCRIPTION
 LY0117
 LY0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0117'AT ELLENVILLE.
 LY0117'AT ELLENVILLE ON N.Y.O. AND W.R.R. IN STATION 30 FEET SOUTH OF
 LY0117'NORTHEAST CORNER IN CENTER OF EAST FACE OF FOUNDATION 35 FEET
 LY0117'WEST OF CENTER LINE OF MAIN TRACK 4 FEET ABOVE TOP OF RAIL 3
 LY0117'FEET ABOVE GROUND A VERTICAL MARK.
 LY0117
 LY0117                          STATION RECOVERY (1979)
 LY0117
 LY0117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LY0117'RECOVERED IN GOOD CONDITION.
 LY0117
 LY0117                          STATION RECOVERY (1996)
 LY0117
 LY0117'RECOVERY NOTE BY US POWER SQUADRON 1996
 LY0117'RECOVERED IN GOOD CONDITION.
 LY0117
 LY0117                          STATION RECOVERY (2004)
 LY0117
 LY0117'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LY0117'RECOVERED IN GOOD CONDITION.
 LY0117
 LY0117                          STATION RECOVERY (2004)
 LY0117
 LY0117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DES)
 LY0117'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0104 ***********************************************************************
 PJ0104  DESIGNATION -  32
 PJ0104  PID         -  PJ0104
 PJ0104  STATE/COUNTY-  NY/JEFFERSON
 PJ0104  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0104
 PJ0104                         *CURRENT SURVEY CONTROL
 PJ0104  ___________________________________________________________________
 PJ0104* NAD 83(1986)-  44 12 12.     (N)    076 11 00.     (W)     SCALED    
 PJ0104* NAVD 88     -        83.073  (meters)     272.55   (feet)  ADJUSTED  
 PJ0104  ___________________________________________________________________
 PJ0104  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 PJ0104  DYNAMIC HT  -          83.063 (meters)     272.52  (feet)  COMP
 PJ0104  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PJ0104
 PJ0104  VERT ORDER  -  FIRST     CLASS 0
 PJ0104
 PJ0104.The horizontal coordinates were scaled from a topographic map and have
 PJ0104.an estimated accuracy of +/- 6 seconds.
 PJ0104
 PJ0104.The orthometric height was determined by differential leveling
 PJ0104.and adjusted by the National Geodetic Survey in June 1991..
 PJ0104
 PJ0104.The geoid height was determined by GEOID03.
 PJ0104
 PJ0104.The dynamic height is computed by dividing the NAVD 88
 PJ0104.geopotential number by the normal gravity value computed on the
 PJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0104.degrees latitude (g = 980.6199 gals.).
 PJ0104
 PJ0104.The modeled gravity was interpolated from observed gravity values.
 PJ0104
 PJ0104;                    North         East    Units  Estimated Accuracy
 PJ0104;SPC NY C     -   466,940.      281,970.      MT  (+/- 180 meters Scaled)
 PJ0104
 PJ0104                          SUPERSEDED SURVEY CONTROL
 PJ0104
 PJ0104  NGVD 29 (??/??/92)   83.212  (m)          273.00   (f) ADJ UNCH    1 0
 PJ0104
 PJ0104.Superseded values are not recommended for survey control.
 PJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0104.See file dsdata.txt to determine how the superseded data were derived.
 PJ0104
 PJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP054951(NAD 83)
 PJ0104_MARKER: B = BOLT
 PJ0104_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0104_SP_SET: BEDROCK
 PJ0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0104+STABILITY: POSITION/ELEVATION WELL
 PJ0104
 PJ0104  HISTORY     - Date     Condition        Report By
 PJ0104  HISTORY     - UNK      MONUMENTED       CGS
 PJ0104  HISTORY     - 1899     GOOD             NGS
 PJ0104  HISTORY     - 19970730 MARK NOT FOUND   USPSQD
 PJ0104
 PJ0104                          STATION DESCRIPTION
 PJ0104
 PJ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1899
 PJ0104'5.6 MI FROM WHEELER CREEK.
 PJ0104'32 BM IS IN JEFFERSON COUNTY, NEW YORK, APPROXIMATELY 5.6 MILES
 PJ0104'UPRIVER FROM JUNCTION OF HIGHWAYS 12 AND 12E IN CLAYTON, ON SOUTHERLY
 PJ0104'SIDE OF HIGHWAY 12E, NEAR NNYU UTILITY POLES NOS. 174 AND 175, ON
 PJ0104'THE WEST BANK OF WHEELER CREEK, 115 FEET FROM CENTER OF ARCH ON
 PJ0104'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 35.9 FEET NORTH OF
 PJ0104'TRIANGULAR BLAZE IN A 32-INCH ELM, 33.2 FEET SOUTHWEST OF TRIANGULAR
 PJ0104'BLAZE IN 26-INCH ELM, 20.4 FEET EAST OF TRIANGULAR BLAZE IN A 10-
 PJ0104'INCH ELM, 3 FEET FROM A VERTICAL ROCK WALL ALONG THE CREEK, 1.2 FEET
 PJ0104'BELOW AND 1.0 FOOT SOUTHEAST OF AN ARROW POINTING TOWARD MARK WITH
 PJ0104'THE LETTERS PBM 32 US CUT IN A SHELF OF BEDROCK, 4 FEET ABOVE THE
 PJ0104'CREEK BED AND 1/4-INCH ABOVE BEDROCK, BEING HIGHEST POINT ON TOP OF
 PJ0104'A 1/4-INCH BRASS BOLT SET INTO THE ROCK.
 PJ0104
 PJ0104                          STATION RECOVERY (1997)
 PJ0104
 PJ0104'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2286 ***********************************************************************
 PH2286  DESIGNATION -  32 IWC
 PH2286  PID         -  PH2286
 PH2286  STATE/COUNTY-  NY/ST LAWRENCE
 PH2286  USGS QUAD   -  CORNWALL WEST (1964)
 PH2286
 PH2286                         *CURRENT SURVEY CONTROL
 PH2286  ___________________________________________________________________
 PH2286* NAD 83(1996)-  45 00 39.54668(N)    074 50 04.46545(W)     ADJUSTED  
 PH2286* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PH2286  ___________________________________________________________________
 PH2286  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 PH2286  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 PH2286
 PH2286  HORZ ORDER  -  THIRD
 PH2286
 PH2286.The horizontal coordinates were established by classical geodetic methods
 PH2286.and adjusted by the National Geodetic Survey in January 1999..
 PH2286
 PH2286.The orthometric height was scaled from a topographic map.
 PH2286
 PH2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2286
 PH2286.The geoid height was determined by GEOID03.
 PH2286
 PH2286;                    North         East     Units Scale Factor Converg.
 PH2286;SPC NY E     -   686,149.355   123,627.598   MT  0.99990855   -0 14 11.9
 PH2286;SPC NY E     - 2,251,141.68    405,601.54   sFT  0.99990855   -0 14 11.9
 PH2286;UTM  18      - 4,984,184.026   513,035.628   MT  0.99960209   +0 07 01.2
 PH2286
 PH2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2286!SPC NY E     -   0.99999247  x   0.99990855  =   0.99990102
 PH2286!UTM  18      -   0.99999247  x   0.99960209  =   0.99959456
 PH2286
 PH2286                          SUPERSEDED SURVEY CONTROL
 PH2286
 PH2286  NAD 83(1986)-  45 00 39.54610(N)    074 50 04.47773(W) AD(       ) 3
 PH2286  NAD 27      -  45 00 39.36500(N)    074 50 05.85500(W) AD(       ) 3
 PH2286
 PH2286.Superseded values are not recommended for survey control.
 PH2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2286.See file dsdata.txt to determine how the superseded data were derived.
 PH2286
 PH2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1303684184(NAD 83)
 PH2286_MARKER: DD = SURVEY DISK
 PH2286_SETTING: 80 = SET IN A BOULDER
 PH2286_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PH2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2286+STABILITY: SURFACE MOTION
 PH2286
 PH2286  HISTORY     - Date     Condition        Report By
 PH2286  HISTORY     - 1910     MONUMENTED       IBWC
 PH2286  HISTORY     - 1963     GOOD             IBC
 PH2286
 PH2286                          STATION DESCRIPTION
 PH2286
 PH2286'DESCRIBED BY INT BDRY WTR COMM 1910
 PH2286'ON BARNHART ISLAND, NEAR THE NORTHERN POINT ABOUT MIDWAY ALONG THE
 PH2286'ISLAND.  THE STATION IS ABOUT 700 FEET SOUTH OF THE WATERS EDGE AT THE
 PH2286'POINT, AND ABOUT 300 FEET NORTHERLY OF THE NEARBY PARKING LOT AND
 PH2286'RESORT BUILDING.
 PH2286'
 PH2286'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2286'BRONZE - DISK STATION MARK SET IN A DRILL HOLE ON A FLAT TOPPED
 PH2286'BOULDER 6 - BY 6 - BY 2 - FEET HIGH.  THERE IS NO SUB - SURFACE MARK.
 PH2286'REFERENCE MARK 1, IS A DRILL HOLE AND CROSS OF THE SOUTHERLY SIDE OF
 PH2286'A 2 - BY 2 - BY 1 - FOOT HIGH ROCK, N 05 DEG 04 MIN W,
 PH2286'DISTANT 23.31 FEET.  REFERENCE MARK 2 IS A SIMILAR MARK ON A 5 - BY
 PH2286'3 - BY 2 - FOOT HIGH ROCK, N 53 DEG 14 MIN W, DISTANT
 PH2286'55.37 FEET.  REFERENCE MONUMENT 12 - 59 LIES N 22 DEG 32 MIN E,
 PH2286'DISTANT 610.6 FEET.
 PH2286
 PH2286                          STATION RECOVERY (1963)
 PH2286
 PH2286'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH2286'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0582 ***********************************************************************
 MZ0582  DESIGNATION -  32 R=SERIAL 1637
 MZ0582  PID         -  MZ0582
 MZ0582  STATE/COUNTY-  NY/COLUMBIA
 MZ0582  USGS QUAD   -  CEMENTON (1980)
 MZ0582
 MZ0582                         *CURRENT SURVEY CONTROL
 MZ0582  ___________________________________________________________________
 MZ0582* NAD 83(1986)-  42 07 30.     (N)    073 54 19.     (W)     SCALED    
 MZ0582* NAVD 88     -         2.231  (meters)       7.32   (feet)  ADJUSTED  
 MZ0582  ___________________________________________________________________
 MZ0582  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ0582  DYNAMIC HT  -           2.230 (meters)       7.32  (feet)  COMP
 MZ0582  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 MZ0582
 MZ0582  VERT ORDER  -  FIRST     CLASS II
 MZ0582
 MZ0582.The horizontal coordinates were scaled from a topographic map and have
 MZ0582.an estimated accuracy of +/- 6 seconds.
 MZ0582
 MZ0582.The orthometric height was determined by differential leveling
 MZ0582.and adjusted by the National Geodetic Survey in June 1991..
 MZ0582
 MZ0582.The geoid height was determined by GEOID03.
 MZ0582
 MZ0582.The dynamic height is computed by dividing the NAVD 88
 MZ0582.geopotential number by the normal gravity value computed on the
 MZ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0582.degrees latitude (g = 980.6199 gals.).
 MZ0582
 MZ0582.The modeled gravity was interpolated from observed gravity values.
 MZ0582
 MZ0582;                    North         East    Units  Estimated Accuracy
 MZ0582;SPC NY E     -   365,650.      199,170.      MT  (+/- 180 meters Scaled)
 MZ0582
 MZ0582                          SUPERSEDED SURVEY CONTROL
 MZ0582
 MZ0582  NGVD 29 (??/??/92)    2.485  (m)            8.15   (f) ADJ UNCH    1 2
 MZ0582
 MZ0582.Superseded values are not recommended for survey control.
 MZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0582.See file dsdata.txt to determine how the superseded data were derived.
 MZ0582
 MZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM904642(NAD 83)
 MZ0582_MARKER: Q = CHISELED SQUARE
 MZ0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0582_SP_SET: CULVERT
 MZ0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0582
 MZ0582  HISTORY     - Date     Condition        Report By
 MZ0582  HISTORY     - UNK      MONUMENTED       USE
 MZ0582  HISTORY     - 1934     GOOD             NGS
 MZ0582  HISTORY     - 1955     MARK NOT FOUND   NGS
 MZ0582
 MZ0582                          STATION DESCRIPTION
 MZ0582
 MZ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MZ0582'0.78 MI S FROM GERMANTOWN.
 MZ0582'ON THE NEW YORK TO ALBANY BRANCH OF THE NEW YORK CENTRAL RAILROAD,
 MZ0582'0.38 MILES SOUTH OF MILE POST 104,7 RAILS SOUTH OF CHEVIOT LONG DOCK,
 MZ0582'28.8 FEET WEST OF WEST RAIL OF SOUTH BOUND TRACK, 13 FEET WEST OF WEST
 MZ0582'RAIL OF SIDE TRACK, 2 FEET BELOW TOP OF RAIL ON CENTER OF NORTH END OF
 MZ0582'WEST SIDE OF CULVERT NO. 282.
 MZ0582
 MZ0582                          STATION RECOVERY (1955)
 MZ0582
 MZ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MZ0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0955 ***********************************************************************
 PH0955  DESIGNATION -  320 USGS RESET 1975
 PH0955  PID         -  PH0955
 PH0955  STATE/COUNTY-  NY/ST LAWRENCE
 PH0955  USGS QUAD   -  MORLEY (1964)
 PH0955
 PH0955                         *CURRENT SURVEY CONTROL
 PH0955  ___________________________________________________________________
 PH0955* NAD 83(1986)-  44 44 57.     (N)    075 07 57.     (W)     SCALED    
 PH0955* NAVD 88     -        96.83   (+/-2cm)     317.7    (feet)  VERTCON   
 PH0955  ___________________________________________________________________
 PH0955  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 PH0955
 PH0955  VERT ORDER  -  THIRD (See Below)
 PH0955
 PH0955.The horizontal coordinates were scaled from a topographic map and have
 PH0955.an estimated accuracy of +/- 6 seconds.
 PH0955
 PH0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0955.The vertical order pertains to the NGVD 29 superseded value.
 PH0955
 PH0955.The geoid height was determined by GEOID03.
 PH0955
 PH0955;                    North         East    Units  Estimated Accuracy
 PH0955;SPC NY E     -   657,200.       99,920.      MT  (+/- 180 meters Scaled)
 PH0955
 PH0955                          SUPERSEDED SURVEY CONTROL
 PH0955
 PH0955  NGVD 29 (09/01/04)   96.97   (m)          318.1    (f) RESET       3  
 PH0955
 PH0955.Superseded values are not recommended for survey control.
 PH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0955.See file dsdata.txt to determine how the superseded data were derived.
 PH0955
 PH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ895550(NAD 83)
 PH0955_MARKER: DB = BENCH MARK DISK
 PH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0955_STAMPING: 320 USGS RESET 1975
 PH0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0955+STABILITY: SURFACE MOTION
 PH0955
 PH0955  HISTORY     - Date     Condition        Report By
 PH0955  HISTORY     - 1975     MONUMENTED       NGS
 PH0955
 PH0955                          STATION DESCRIPTION
 PH0955
 PH0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0955'IN MADRID.
 PH0955'AT MADRID, 110 YARDS NORTHEAST ALONG NY RTE. 345 FROM THE CROSSROAD
 PH0955'INTERSECTION OF NY RTE. 56A. IN THE GRASS STRIP BETWEEN STREET AND
 PH0955'SIDEWALK, 3.7 FEET NORTHWEST OF CURB OF STREET, 2.5 FEET
 PH0955'EAST-NORTHEAST OF TELEPHONE POLE NO. 218, 4.8 FEET SOUTHWEST OF RTE.
 PH0955'MARKER 345-7501-1130, 82.1 FEET NORTHEAST OF A RED FIRE HYDRANT JUST
 PH0955'EAST OF THE OLD MCCALL HOTEL BUILDING, 41.5 FEET SOUTHWEST OF A LARGE,
 PH0955'LONE MAPLE IN FRONT OF HOUSE NO. 25, 7.5 FEET SOUTHEAST OF EDGE OF
 PH0955'SIDEWALK, AND SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 PH0955'FLUSH WITH LAWN, 63 FEET EAST OF LOCATION OF WHERE THE OLD BENCH MARK
 PH0955'WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0870 ***********************************************************************
 OD0870  DESIGNATION -  321 R
 OD0870  PID         -  OD0870
 OD0870  STATE/COUNTY-  NY/SARATOGA
 OD0870  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD0870
 OD0870                         *CURRENT SURVEY CONTROL
 OD0870  ___________________________________________________________________
 OD0870* NAD 83(1986)-  43 00 02.     (N)    073 51 04.     (W)     SCALED    
 OD0870* NAVD 88     -        97.549  (meters)     320.04   (feet)  ADJUSTED  
 OD0870  ___________________________________________________________________
 OD0870  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 OD0870  DYNAMIC HT  -          97.524 (meters)     319.96  (feet)  COMP
 OD0870  MODELED GRAV-     980,370.4   (mgal)                       NAVD 88
 OD0870
 OD0870  VERT ORDER  -  FIRST     CLASS II
 OD0870
 OD0870.The horizontal coordinates were scaled from a topographic map and have
 OD0870.an estimated accuracy of +/- 6 seconds.
 OD0870
 OD0870.The orthometric height was determined by differential leveling
 OD0870.and adjusted by the National Geodetic Survey in June 1991..
 OD0870
 OD0870.The geoid height was determined by GEOID03.
 OD0870
 OD0870.The dynamic height is computed by dividing the NAVD 88
 OD0870.geopotential number by the normal gravity value computed on the
 OD0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0870.degrees latitude (g = 980.6199 gals.).
 OD0870
 OD0870.The modeled gravity was interpolated from observed gravity values.
 OD0870
 OD0870;                    North         East    Units  Estimated Accuracy
 OD0870;SPC NY E     -   462,940.      202,910.      MT  (+/- 180 meters Scaled)
 OD0870
 OD0870                          SUPERSEDED SURVEY CONTROL
 OD0870
 OD0870  NGVD 29 (??/??/92)   97.72   (m)          320.6    (f) COMPUTED    1 2
 OD0870
 OD0870.Superseded values are not recommended for survey control.
 OD0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0870.See file dsdata.txt to determine how the superseded data were derived.
 OD0870
 OD0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN936615(NAD 83)
 OD0870_MARKER: DD = SURVEY DISK
 OD0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0870_SP_SET: BUILDING
 OD0870_STAMPING: 321 R 1925
 OD0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0870
 OD0870  HISTORY     - Date     Condition        Report By
 OD0870  HISTORY     - 1925     MONUMENTED       USGS
 OD0870  HISTORY     - 1942     GOOD             NGS
 OD0870  HISTORY     - 1971     GOOD             USGS
 OD0870  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 OD0870
 OD0870                          STATION DESCRIPTION
 OD0870
 OD0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0870'IN BALLSTON SPA.
 OD0870'AT BALLSTON SPA, AT THE COUNTY COURT HOUSE, SET IN THE SOUTH FACE OF
 OD0870'BUILDING, 79 FEET WEST OF THE WEST CURB OF BATH STREET, 33.3 FEET
 OD0870'NORTH OF THE NORTH CURB OF WEST HIGH STREET OR STATE HIGHWAY NO. 67,
 OD0870'4.2 FEET WEST OF THE WEST EDGE OF THE FRONT OR SOUTH ENTRANCE TO
 OD0870'BUILDING, 3 FEET ABOVE GROUND. A U.S. GEOLOGICAL SURVEY ALUMINUM DISK
 OD0870'SET VERTICALLY. NOTE--THE OLD COURTHOUSE IS GOING TO BE DEMOLISHED. A
 OD0870'NEW BENCH MARK WAS ESTABLISHED ON THE GROUNDS OF THE NEW COUNTY
 OD0870'BUILDING NEARBY.  THE OLD BENCH MARK WAS LEFT IN PLACE UNTIL IT IS
 OD0870'ACTUALLY DESTROYED BY REMOVAL FO THE BUILDING.
 OD0870
 OD0870                          STATION RECOVERY (1971)
 OD0870
 OD0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OD0870'RECOVERED IN GOOD CONDITION.
 OD0870
 OD0870                          STATION RECOVERY (1994)
 OD0870
 OD0870'RECOVERY NOTE BY US POWER SQUADRON 1994
 OD0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0340 ***********************************************************************
 LY0340  DESIGNATION -  322
 LY0340  PID         -  LY0340
 LY0340  STATE/COUNTY-  NY/ROCKLAND
 LY0340  USGS QUAD   -  SLOATSBURG (1955)
 LY0340
 LY0340                         *CURRENT SURVEY CONTROL
 LY0340  ___________________________________________________________________
 LY0340* NAD 83(1986)-  41 08 23.     (N)    074 10 20.     (W)     SCALED    
 LY0340* NAVD 88     -        97.65   (+/-2cm)     320.4    (feet)  VERTCON   
 LY0340  ___________________________________________________________________
 LY0340  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY0340
 LY0340  VERT ORDER  -  ? (See Below)
 LY0340
 LY0340.The horizontal coordinates were scaled from a topographic map and have
 LY0340.an estimated accuracy of +/- 6 seconds.
 LY0340
 LY0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0340.The vertical order pertains to the NGVD 29 superseded value.
 LY0340
 LY0340.The geoid height was determined by GEOID03.
 LY0340
 LY0340;                    North         East    Units  Estimated Accuracy
 LY0340;SPC NY E     -   256,120.      177,520.      MT  (+/- 180 meters Scaled)
 LY0340
 LY0340                          SUPERSEDED SURVEY CONTROL
 LY0340
 LY0340  NGVD 29 (??/??/92)   97.908  (m)          321.22   (f) ADJ UNCH    ?  
 LY0340
 LY0340.Superseded values are not recommended for survey control.
 LY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0340.See file dsdata.txt to determine how the superseded data were derived.
 LY0340
 LY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL694545(NAD 83)
 LY0340_MARKER: Q = CHISELED SQUARE
 LY0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0340_SP_SET: WALL
 LY0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0340
 LY0340  HISTORY     - Date     Condition        Report By
 LY0340  HISTORY     - UNK      MONUMENTED       USGS
 LY0340  HISTORY     - 1933     GOOD             NGS
 LY0340
 LY0340                          STATION DESCRIPTION
 LY0340
 LY0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0340'AT RAMAPO.
 LY0340'AT RAMAPO, ROCKLAND COUNTY, ON THE ERIE RAILROAD, 200 FEET NORTH
 LY0340'OF THE STATION, ON THE GRANITE WALL OF RAMAPO RESERVOIR, 42 INCHES
 LY0340'FROM THE SPILLWAY, AND 13 YARDS EAST OF THE NORTHBOUND TRACK.
 LY0340'A CHISELED SQUARE IN A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0918 ***********************************************************************
 OG0918  DESIGNATION -  3222 A
 OG0918  PID         -  OG0918
 OG0918  STATE/COUNTY-  NY/ERIE
 OG0918  USGS QUAD   -  
 OG0918
 OG0918                         *CURRENT SURVEY CONTROL
 OG0918  ___________________________________________________________________
 OG0918* NAD 83(1996)-  43 01 34.23759(N)    079 00 42.01501(W)     ADJUSTED  
 OG0918* NAVD 88     -       176.79   (+/-2cm)     580.0    (feet)  VERTCON   
 OG0918  ___________________________________________________________________
 OG0918  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 OG0918  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OG0918
 OG0918  HORZ ORDER  -  THIRD
 OG0918  VERT ORDER  -  THIRD ? (See Below)
 OG0918
 OG0918.The horizontal coordinates were established by classical geodetic methods
 OG0918.and adjusted by the National Geodetic Survey in January 1999..
 OG0918
 OG0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0918.The vertical order pertains to the NGVD 29 superseded value.
 OG0918
 OG0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0918
 OG0918.The geoid height was determined by GEOID03.
 OG0918
 OG0918;                    North         East     Units Scale Factor Converg.
 OG0918;SPC NY W     -   336,166.981   315,089.935   MT  0.99995249   -0 17 32.2
 OG0918;SPC NY W     - 1,102,907.84  1,033,757.56   sFT  0.99995249   -0 17 32.2
 OG0918;UTM  17      - 4,765,640.106   661,998.912   MT  0.99992286   +1 21 25.2
 OG0918
 OG0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0918!SPC NY W     -   0.99997784  x   0.99995249  =   0.99993033
 OG0918!UTM  17      -   0.99997784  x   0.99992286  =   0.99990070
 OG0918
 OG0918:                Primary Azimuth Mark                     Grid Az
 OG0918:SPC NY W     -  GRA BRI 3 AZ MK A                        019 00 50.1
 OG0918:UTM  17      -  GRA BRI 3 AZ MK A                        017 21 52.7
 OG0918
 OG0918|---------------------------------------------------------------------|
 OG0918| PID    Reference Object                     Distance      Geod. Az  |
 OG0918|                                                           dddmmss.s |
 OG0918| OG0917 GRA BRI 3 AZ MK A                   APPROX. 1.0 KM 0184317.9 |
 OG0918|---------------------------------------------------------------------|
 OG0918
 OG0918                          SUPERSEDED SURVEY CONTROL
 OG0918
 OG0918  NAD 83(1986)-  43 01 34.24326(N)    079 00 42.01296(W) AD(       ) 3
 OG0918  NAD 27      -  43 01 34.04143(N)    079 00 42.86106(W) AD(       ) 3
 OG0918  NGVD 29 (07/19/86)  176.96   (m)          580.6    (f) LEVELING    3  
 OG0918
 OG0918.Superseded values are not recommended for survey control.
 OG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0918.See file dsdata.txt to determine how the superseded data were derived.
 OG0918
 OG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6199965640(NAD 83)
 OG0918_MARKER: DE = TRAVERSE STATION DISK
 OG0918_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0918+WITH SETTING: PAVEMENT
 OG0918_STAMPING: 3222A
 OG0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0918+STABILITY: SURFACE MOTION
 OG0918
 OG0918  HISTORY     - Date     Condition        Report By
 OG0918  HISTORY     - 1980     MONUMENTED       NOS
 OG0918  HISTORY     - 1982     GOOD             NOS
 OG0918  HISTORY     - 19950328 GOOD             USPSQD
 OG0918  HISTORY     - 19960224 GOOD             FA
 OG0918  HISTORY     - 20020615 GOOD             USPSQD
 OG0918  HISTORY     - 20031118 GOOD             NYDT
 OG0918
 OG0918                          STATION DESCRIPTION
 OG0918
 OG0918'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0918'THE STATION IS LOCATED ON THE SOUTHEAST HEADWALL OF THE CONCRETE
 OG0918'BRIDGE ON WEST RIVER ROAD OVER BIG SIX MILE CREEK ON THE NORTHWEST
 OG0918'END OF GRAND ISLAND NEW YORK.
 OG0918'
 OG0918'THE STATION IS A STANDARD NOS BENCH MARK STAMPED---3222A---,
 OG0918'SET INTO A DRILL HOLE ON THE SOUTHEAST END OF THE CONCRETE
 OG0918'BRIDGE OVER BIG SIX MILE CREEK, JUST EAST OF THE GUARD RAIL.
 OG0918'
 OG0918'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.13 METERS.
 OG0918'
 OG0918'DESCRIBED BY B DECROIX
 OG0918
 OG0918                          STATION RECOVERY (1982)
 OG0918
 OG0918'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG0918'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OG0918'
 OG0918'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.264 METERS.
 OG0918'
 OG0918'RECOVERED BY J.  DUNFORD.
 OG0918
 OG0918                          STATION RECOVERY (1995)
 OG0918
 OG0918'RECOVERY NOTE BY US POWER SQUADRON 1995
 OG0918'RECOVERED IN GOOD CONDITION.
 OG0918
 OG0918                          STATION RECOVERY (1996)
 OG0918
 OG0918'RECOVERY NOTE BY FISHER ASSOCIATES 1996 (RHF)
 OG0918'RECOVERED AS DESCRIBED.
 OG0918
 OG0918                          STATION RECOVERY (2002)
 OG0918
 OG0918'RECOVERY NOTE BY US POWER SQUADRON 2002 (VC)
 OG0918'RECOVERED IN GOOD CONDITION.
 OG0918
 OG0918                          STATION RECOVERY (2003)
 OG0918
 OG0918'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (TK)
 OG0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2569 ***********************************************************************
 OF2569  DESIGNATION -  324 NYGS 1969
 OF2569  PID         -  OF2569
 OF2569  STATE/COUNTY-  NY/MONROE
 OF2569  USGS QUAD   -  HILTON (1976)
 OF2569
 OF2569                         *CURRENT SURVEY CONTROL
 OF2569  ___________________________________________________________________
 OF2569* NAD 83(1996)-  43 16 23.72064(N)    077 47 27.54161(W)     ADJUSTED  
 OF2569* NAVD 88     -        91.22   (+/-2cm)     299.3    (feet)  VERTCON   
 OF2569  ___________________________________________________________________
 OF2569  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 OF2569  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2569
 OF2569  HORZ ORDER  -  SECOND
 OF2569  VERT ORDER  -  THIRD ? (See Below)
 OF2569
 OF2569.The horizontal coordinates were established by classical geodetic methods
 OF2569.and adjusted by the National Geodetic Survey in January 1999..
 OF2569
 OF2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2569.The vertical order pertains to the NGVD 29 superseded value.
 OF2569
 OF2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2569
 OF2569.The geoid height was determined by GEOID03.
 OF2569
 OF2569;                    North         East     Units Scale Factor Converg.
 OF2569;SPC NY W     -   363,830.450   414,318.011   MT  0.99998837   +0 32 35.4
 OF2569;SPC NY W     - 1,193,667.07  1,359,308.34   sFT  0.99998837   +0 32 35.4
 OF2569;UTM  18      - 4,794,942.904   273,516.667   MT  1.00023103   -1 54 50.3
 OF2569
 OF2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2569!SPC NY W     -   0.99999130  x   0.99998837  =   0.99997967
 OF2569!UTM  18      -   0.99999130  x   1.00023103  =   1.00022232
 OF2569
 OF2569:                Primary Azimuth Mark                     Grid Az
 OF2569:SPC NY W     -  HILTON                                   008 19 14.6
 OF2569:UTM  18      -  HILTON                                   010 46 40.3
 OF2569
 OF2569|---------------------------------------------------------------------|
 OF2569| PID    Reference Object                     Distance      Geod. Az  |
 OF2569|                                                           dddmmss.s |
 OF2569| OF2572 HILTON                              APPROX. 1.0 KM 0085150.0 |
 OF2569| OF2575 325 NYGS 1969                       461.493 METERS 3564902.0 |
 OF2569|---------------------------------------------------------------------|
 OF2569
 OF2569                          SUPERSEDED SURVEY CONTROL
 OF2569
 OF2569  NAD 83(1986)-  43 16 23.72714(N)    077 47 27.54061(W) AD(       ) 2
 OF2569  NAD 27      -  43 16 23.50540(N)    077 47 28.50947(W) AD(       ) 2
 OF2569  NGVD 29 (07/19/86)   91.41   (m)          299.9    (f) LEVELING    3  
 OF2569
 OF2569.Superseded values are not recommended for survey control.
 OF2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2569.See file dsdata.txt to determine how the superseded data were derived.
 OF2569
 OF2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7351794943(NAD 83)
 OF2569_MARKER: DD = SURVEY DISK
 OF2569_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2569
 OF2569  HISTORY     - Date     Condition        Report By
 OF2569  HISTORY     - 1941     MONUMENTED       NYGS
 OF2569  HISTORY     - 1969     GOOD             CGS
 OF2569  HISTORY     - 1974     GOOD             NY-055
 OF2569  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 OF2569
 OF2569                          STATION DESCRIPTION
 OF2569
 OF2569'DESCRIBED BY NEW YORK GEODETIC SURVEY 1941 (PFS)
 OF2569'IN PARMA, AT SOUTHEAST CORNER OF INTERSECTION OF PARMA
 OF2569'CORNERS-HILTON ROAD AND BURRITT ROAD, 23.6 FEET EAST OF CENTER
 OF2569'LINE OF PARMA CORNERS-HILTON ROAD, 32.4 FEET SOUTH OF CENTER
 OF2569'LINE OF BURRITT ROAD, 9.8 FEET SOUTH OF NEW YORK STATE HIGHWAY
 OF2569'MARKER STATION 199+90, 6.6 FEET SOUTHEAST OF R.T.C. POLE
 OF2569'NO. 236, 98.7 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE
 OF2569'W.D. MYERS HOUSE NO. 1006.  STATION IS A U.S.C. AND G.S. AND
 OF2569'STATE SURVEY BRONZE DISK IN CONCRETE 0.1 FOOT BELOW GROUND.
 OF2569
 OF2569                          STATION RECOVERY (1969)
 OF2569
 OF2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2569'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2569'
 OF2569'IN PARMA, AT SOUTHEAST CORNER OF SOUTH AVENUE AND BURRITT ROAD
 OF2569'
 OF2569'23.6 FEET EAST OF CENTER LINE OF SOUTH AVENUE
 OF2569'
 OF2569'0.6 MILES SOUTH OF STATION HILTON 1969
 OF2569'
 OF2569'32.4 FEET SOUTH OF CENTER LINE OF BURRITT ROAD
 OF2569'
 OF2569'98.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURRITT
 OF2569'HOMESTEAD 1006
 OF2569'
 OF2569'10.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF METAL GRATE AT DROP
 OF2569'INLET
 OF2569'
 OF2569'90.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF ENCLOSED PORCH
 OF2569'
 OF2569'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF2569'DISK IN CONCRETE STAMPED 324, 1941.
 OF2569
 OF2569                          STATION RECOVERY (1974)
 OF2569
 OF2569'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2569'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2569
 OF2569                          STATION RECOVERY (1995)
 OF2569
 OF2569'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1477 ***********************************************************************
 KU1477  DESIGNATION -  324.75
 KU1477  PID         -  KU1477
 KU1477  STATE/COUNTY-  NY/NASSAU
 KU1477  USGS QUAD   -  LYNBROOK (1969)
 KU1477
 KU1477                         *CURRENT SURVEY CONTROL
 KU1477  ___________________________________________________________________
 KU1477* NAD 83(1986)-  40 37 54.     (N)    073 42 48.     (W)     SCALED    
 KU1477* NAVD 88     -         7.979  (meters)      26.18   (feet)  ADJUSTED  
 KU1477  ___________________________________________________________________
 KU1477  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU1477  DYNAMIC HT  -           7.976 (meters)      26.17  (feet)  COMP
 KU1477  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 KU1477
 KU1477  VERT ORDER  -  SECOND    CLASS 0
 KU1477
 KU1477.The horizontal coordinates were scaled from a topographic map and have
 KU1477.an estimated accuracy of +/- 6 seconds.
 KU1477
 KU1477.The orthometric height was determined by differential leveling
 KU1477.and adjusted by the National Geodetic Survey in June 1991..
 KU1477.WARNING-Repeat measurements at this control monument indicate possible
 KU1477.vertical movement.
 KU1477
 KU1477.The geoid height was determined by GEOID03.
 KU1477
 KU1477.The dynamic height is computed by dividing the NAVD 88
 KU1477.geopotential number by the normal gravity value computed on the
 KU1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1477.degrees latitude (g = 980.6199 gals.).
 KU1477
 KU1477.The modeled gravity was interpolated from observed gravity values.
 KU1477
 KU1477;                    North         East    Units  Estimated Accuracy
 KU1477;SPC NY L     -    51,680.      324,250.      MT  (+/- 180 meters Scaled)
 KU1477
 KU1477                          SUPERSEDED SURVEY CONTROL
 KU1477
 KU1477  NGVD 29 (??/??/92)    8.303  (m)           27.24   (f) ADJ UNCH    2 0
 KU1477
 KU1477.Superseded values are not recommended for survey control.
 KU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1477.See file dsdata.txt to determine how the superseded data were derived.
 KU1477
 KU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK088986(NAD 83)
 KU1477_MARKER: Z = SEE DESCRIPTION
 KU1477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1477_SP_SET: DOOR SILL
 KU1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1477
 KU1477  HISTORY     - Date     Condition        Report By
 KU1477  HISTORY     - UNK      MONUMENTED       LIRR
 KU1477  HISTORY     - 1956     GOOD             NGS
 KU1477
 KU1477                          STATION DESCRIPTION
 KU1477
 KU1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1477'AT WOODMERE.
 KU1477'AT WOODMERE, AT THE NORTHWEST SIDE OF THE LONG ISLAND RAILROAD
 KU1477'STATION, AT THE SOUTHWEST DOOR, AND ON THE NORTH CORNER OF THE
 KU1477'DOORSILL, THE TOP OF THE SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0723 ***********************************************************************
 NB0723  DESIGNATION -  325
 NB0723  PID         -  NB0723
 NB0723  STATE/COUNTY-  NY/SENECA
 NB0723  USGS QUAD   -  SHELDRAKE (1971)
 NB0723
 NB0723                         *CURRENT SURVEY CONTROL
 NB0723  ___________________________________________________________________
 NB0723* NAD 83(1986)-  42 37 45.     (N)    076 43 26.     (W)     SCALED    
 NB0723* NAVD 88     -       250.497  (meters)     821.84   (feet)  ADJUSTED  
 NB0723  ___________________________________________________________________
 NB0723  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NB0723  DYNAMIC HT  -         250.422 (meters)     821.59  (feet)  COMP
 NB0723  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 NB0723
 NB0723  VERT ORDER  -  SECOND    CLASS 0
 NB0723
 NB0723.The horizontal coordinates were scaled from a topographic map and have
 NB0723.an estimated accuracy of +/- 6 seconds.
 NB0723
 NB0723.The orthometric height was determined by differential leveling
 NB0723.and adjusted by the National Geodetic Survey in June 1991..
 NB0723
 NB0723.The geoid height was determined by GEOID03.
 NB0723
 NB0723.The dynamic height is computed by dividing the NAVD 88
 NB0723.geopotential number by the normal gravity value computed on the
 NB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0723.degrees latitude (g = 980.6199 gals.).
 NB0723
 NB0723.The modeled gravity was interpolated from observed gravity values.
 NB0723
 NB0723;                    North         East    Units  Estimated Accuracy
 NB0723;SPC NY C     -   291,990.      238,470.      MT  (+/- 180 meters Scaled)
 NB0723
 NB0723                          SUPERSEDED SURVEY CONTROL
 NB0723
 NB0723  NGVD 29 (??/??/92)  250.685  (m)          822.46   (f) ADJ UNCH    2 0
 NB0723
 NB0723.Superseded values are not recommended for survey control.
 NB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0723.See file dsdata.txt to determine how the superseded data were derived.
 NB0723
 NB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN586210(NAD 83)
 NB0723_MARKER: B = BOLT
 NB0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0723_SP_SET: BRIDGE
 NB0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0723
 NB0723  HISTORY     - Date     Condition        Report By
 NB0723  HISTORY     - UNK      MONUMENTED       LVRR
 NB0723  HISTORY     - 1929     GOOD             NGS
 NB0723  HISTORY     - 1985     GOOD             USPSQD
 NB0723  HISTORY     - 1989     GOOD             USPSQD
 NB0723  HISTORY     - 20011107 GOOD             USPSQD
 NB0723  HISTORY     - 20060201 POOR             USPSQD
 NB0723
 NB0723                          STATION DESCRIPTION
 NB0723
 NB0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NB0723'0.8 MI NW FROM INTERLAKEN.
 NB0723'0.8 MILE NORTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 NB0723'STATION AT INTERLAKEN, SENECA COUNTY, AT CATTLE PASS AND BRIDGE 324
 NB0723'B, IN THE SECOND STONE IN THE EAST END OF THE NORTH ABUTMENT, 10 FEET
 NB0723'EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE
 NB0723'TRACK. AN IRON BOLT SET VERTICALLY.
 NB0723
 NB0723                          STATION RECOVERY (1985)
 NB0723
 NB0723'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0723'ALTHOUGH THE L.V.R.R. HAS BEEN ABANDONED, AND THE RAILS, TIES,
 NB0723'SIGNALS, AND RIGHT-OF- WAY IMPROVEMENT HAVE ALL BEEN REMOVED, THE
 NB0723'CATTLE PASS DESCRIBED CONTINUES TO EXIST. THE MARK IS STILL IN
 NB0723'POSITION. IT IS LOCATED 1 FOOT FROM THE SOUTH FACE OF THE NORTH
 NB0723'ABUTMENT, AND PROTRUDES 2 INCHES. A 2-FOOT LONG PIECE OF TWISTED
 NB0723'GALVANIZED FENCE WIRE IS FASTENED TO THE BOLT (THE MARK). THE CATTLE
 NB0723'PASS IS ON THE FARM OWNED BY JOHN HUNT , HOUSE NO. 8176.
 NB0723
 NB0723                          STATION RECOVERY (1989)
 NB0723
 NB0723'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0723'RECOVERED IN GOOD CONDITION.
 NB0723
 NB0723                          STATION RECOVERY (2001)
 NB0723
 NB0723'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0723'RECOVERED IN GOOD CONDITION.
 NB0723
 NB0723                          STATION RECOVERY (2006)
 NB0723
 NB0723'RECOVERY NOTE BY US POWER SQUADRON 2006
 NB0723'NEW OWNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2575 ***********************************************************************
 OF2575  DESIGNATION -  325 NYGS 1969
 OF2575  PID         -  OF2575
 OF2575  STATE/COUNTY-  NY/MONROE
 OF2575  USGS QUAD   -  HILTON (1976)
 OF2575
 OF2575                         *CURRENT SURVEY CONTROL
 OF2575  ___________________________________________________________________
 OF2575* NAD 83(1996)-  43 16 38.65170(N)    077 47 28.67797(W)     ADJUSTED  
 OF2575* NAVD 88     -        85.40   (+/-2cm)     280.2    (feet)  VERTCON   
 OF2575  ___________________________________________________________________
 OF2575  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 OF2575  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF2575
 OF2575  HORZ ORDER  -  SECOND
 OF2575  VERT ORDER  -  THIRD ? (See Below)
 OF2575
 OF2575.The horizontal coordinates were established by classical geodetic methods
 OF2575.and adjusted by the National Geodetic Survey in January 1999..
 OF2575
 OF2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2575.The vertical order pertains to the NGVD 29 superseded value.
 OF2575
 OF2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2575
 OF2575.The geoid height was determined by GEOID03.
 OF2575
 OF2575;                    North         East     Units Scale Factor Converg.
 OF2575;SPC NY W     -   364,290.962   414,288.022   MT  0.99998832   +0 32 34.7
 OF2575;SPC NY W     - 1,195,177.93  1,359,209.95   sFT  0.99998832   +0 32 34.7
 OF2575;UTM  18      - 4,795,404.390   273,506.447   MT  1.00023109   -1 54 51.6
 OF2575
 OF2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2575!SPC NY W     -   0.99999221  x   0.99998832  =   0.99998053
 OF2575!UTM  18      -   0.99999221  x   1.00023109  =   1.00022330
 OF2575
 OF2575:                Primary Azimuth Mark                     Grid Az
 OF2575:SPC NY W     -  2911                                     359 31 56.5
 OF2575:UTM  18      -  2911                                     001 59 22.8
 OF2575
 OF2575|---------------------------------------------------------------------|
 OF2575| PID    Reference Object                     Distance      Geod. Az  |
 OF2575|                                                           dddmmss.s |
 OF2575| OF2580 2911                                APPROX. 0.6 KM 0000431.2 |
 OF2575| OF2569 324 NYGS 1969                       461.493 METERS 1764901.2 |
 OF2575|---------------------------------------------------------------------|
 OF2575
 OF2575                          SUPERSEDED SURVEY CONTROL
 OF2575
 OF2575  NAD 83(1986)-  43 16 38.65827(N)    077 47 28.67692(W) AD(       ) 2
 OF2575  NAD 27      -  43 16 38.44069(N)    077 47 29.64558(W) AD(       ) 2
 OF2575  NGVD 29 (07/19/86)   85.59   (m)          280.8    (f) LEVELING    3  
 OF2575
 OF2575.Superseded values are not recommended for survey control.
 OF2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2575.See file dsdata.txt to determine how the superseded data were derived.
 OF2575
 OF2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7350695404(NAD 83)
 OF2575_MARKER: DD = SURVEY DISK
 OF2575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2575_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2575
 OF2575  HISTORY     - Date     Condition        Report By
 OF2575  HISTORY     - 1941     MONUMENTED       NYGS
 OF2575  HISTORY     - 1969     GOOD             CGS
 OF2575  HISTORY     - 1974     GOOD             NY-055
 OF2575
 OF2575                          STATION DESCRIPTION
 OF2575
 OF2575'DESCRIBED BY NEW YORK GEODETIC SURVEY 1941 (PFS)
 OF2575'IN PARMA, ON WEST SIDE OF PARMA CORNERS-HILTON ROAD, 0.3 MILE
 OF2575'NORTH OF BURRITT ROAD, 31.2 FEET WEST OF CENTER LINE OF PARMA
 OF2575'CORNERS-HILTON ROAD, 55.2 FEET EAST OF NEW YORK STATE HIGHWAY
 OF2575'MARKER STATION 215+00, 36.6 FEET SOUTH OF SOUTH RANGE LINE OF
 OF2575'THE D.W. WILDER HOUSE NO. 945, 100.8 FEET SOUTHEAST OF SOUTHEAST
 OF2575'CORNER OF SAID HOUSE, AND 29.2 FEET SOUTH OF 18-INCH HORSE
 OF2575'CHESTNUT TREE.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2575'STANDARD DISK IN CONCRETE 0.1 FOOT BELOW GROUND.
 OF2575
 OF2575                          STATION RECOVERY (1969)
 OF2575
 OF2575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2575'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2575'
 OF2575'IN PARMA ALONG SOUTH AVENUE
 OF2575'
 OF2575'0.3 MILE NORTH OF BURRITT ROAD
 OF2575'
 OF2575'0.3 MILE SOUTH OF STATION HILTON 1969
 OF2575'
 OF2575'31.2 FEET WEST OF CENTER LINE OF PAVEMENT OF BURRITT ROAD
 OF2575'
 OF2575'36.6 FEET SOUTH OF THE SOUTH RANGELINE OF HOUSE NO. 945
 OF2575'
 OF2575'112.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 OF2575'
 OF2575'29.2 FEET SOUTH OF 30-INCH HORSE CHESTNUT TREE.
 OF2575'
 OF2575'35.5 FEET SOUTH, SOUTHWEST OF A WITNESS POST
 OF2575'
 OF2575'46.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF CHUBBIES DINER
 OF2575'
 OF2575'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2575'IN CONCRETE STAMPED 325, 1941 AND FLUSH WITH GROUND.
 OF2575
 OF2575                          STATION RECOVERY (1974)
 OF2575
 OF2575'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2575'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0003 ***********************************************************************
 PJ0003  DESIGNATION -  326 CAPE VINCENT
 PJ0003  PID         -  PJ0003
 PJ0003  STATE/COUNTY-  NY/JEFFERSON
 PJ0003  USGS QUAD   -  DEXTER (1982)
 PJ0003
 PJ0003                         *CURRENT SURVEY CONTROL
 PJ0003  ___________________________________________________________________
 PJ0003* NAD 83(1986)-  44 00 32.     (N)    076 02 48.     (W)     SCALED    
 PJ0003* NAVD 88     -        98.782  (meters)     324.09   (feet)  ADJUSTED  
 PJ0003  ___________________________________________________________________
 PJ0003  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PJ0003  DYNAMIC HT  -          98.766 (meters)     324.03  (feet)  COMP
 PJ0003  MODELED GRAV-     980,462.3   (mgal)                       NAVD 88
 PJ0003
 PJ0003  VERT ORDER  -  FIRST     CLASS II
 PJ0003
 PJ0003.The horizontal coordinates were scaled from a topographic map and have
 PJ0003.an estimated accuracy of +/- 6 seconds.
 PJ0003
 PJ0003.The orthometric height was determined by differential leveling
 PJ0003.and adjusted by the National Geodetic Survey in June 1991..
 PJ0003
 PJ0003.The geoid height was determined by GEOID03.
 PJ0003
 PJ0003.The dynamic height is computed by dividing the NAVD 88
 PJ0003.geopotential number by the normal gravity value computed on the
 PJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0003.degrees latitude (g = 980.6199 gals.).
 PJ0003
 PJ0003.The modeled gravity was interpolated from observed gravity values.
 PJ0003
 PJ0003;                    North         East    Units  Estimated Accuracy
 PJ0003;SPC NY C     -   445,390.      293,040.      MT  (+/- 180 meters Scaled)
 PJ0003
 PJ0003                          SUPERSEDED SURVEY CONTROL
 PJ0003
 PJ0003  NGVD 29 (??/??/92)   98.919  (m)          324.54   (f) ADJ UNCH    1 2
 PJ0003
 PJ0003.Superseded values are not recommended for survey control.
 PJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0003.See file dsdata.txt to determine how the superseded data were derived.
 PJ0003
 PJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP160733(NAD 83)
 PJ0003_MARKER: DB = BENCH MARK DISK
 PJ0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PJ0003_SP_SET: WATER TABLE
 PJ0003_STAMPING: 326 CAPE VINCENT
 PJ0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PJ0003
 PJ0003  HISTORY     - Date     Condition        Report By
 PJ0003  HISTORY     - UNK      MONUMENTED       USGS
 PJ0003  HISTORY     - 1967     GOOD             NGS
 PJ0003  HISTORY     - 19920727 MARK NOT FOUND   USPSQD
 PJ0003
 PJ0003                          STATION DESCRIPTION
 PJ0003
 PJ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0003'AT DEXTER.
 PJ0003'326 A BENCH MARK ESTABLISHED BY THE U. S. GEOLOGICAL SURVEY, IS AT
 PJ0003'DEXTER, JEFFERSON COUNTY, NEW YORK, IN NORTH WALL OF SOUTHEAST WING
 PJ0003'OF THE DEXTER HIGH SCHOOL, 21 FEET SOUTH OF CENTERLINE OF MAIN
 PJ0003'ENTRANCE, 2 FEET EAST OF ANGLE FORMED BY THE WING, ABOUT 3 FEET ABOVE
 PJ0003'THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 PJ0003'INTO THE LIMESTONE WATERTABLE.(DISC STAMPED 326 CAPE VINCENT)
 PJ0003
 PJ0003                          STATION RECOVERY (1992)
 PJ0003
 PJ0003'RECOVERY NOTE BY US POWER SQUADRON 1992 (RHS)
 PJ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0805 ***********************************************************************
 OD0805  DESIGNATION -  327 A
 OD0805  PID         -  OD0805
 OD0805  STATE/COUNTY-  NY/SARATOGA
 OD0805  USGS QUAD   -  GANSEVOORT (1968)
 OD0805
 OD0805                         *CURRENT SURVEY CONTROL
 OD0805  ___________________________________________________________________
 OD0805* NAD 83(1986)-  43 07 49.     (N)    073 42 40.     (W)     SCALED    
 OD0805* NAVD 88     -        99.255  (meters)     325.64   (feet)  ADJUSTED  
 OD0805  ___________________________________________________________________
 OD0805  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 OD0805  DYNAMIC HT  -          99.232 (meters)     325.56  (feet)  COMP
 OD0805  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 OD0805
 OD0805  VERT ORDER  -  FIRST     CLASS I
 OD0805
 OD0805.The horizontal coordinates were scaled from a topographic map and have
 OD0805.an estimated accuracy of +/- 6 seconds.
 OD0805
 OD0805.The orthometric height was determined by differential leveling
 OD0805.and adjusted by the National Geodetic Survey in June 1991..
 OD0805
 OD0805.The geoid height was determined by GEOID03.
 OD0805
 OD0805.The dynamic height is computed by dividing the NAVD 88
 OD0805.geopotential number by the normal gravity value computed on the
 OD0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0805.degrees latitude (g = 980.6199 gals.).
 OD0805
 OD0805.The modeled gravity was interpolated from observed gravity values.
 OD0805
 OD0805;                    North         East    Units  Estimated Accuracy
 OD0805;SPC NY E     -   477,450.      214,180.      MT  (+/- 180 meters Scaled)
 OD0805
 OD0805                          SUPERSEDED SURVEY CONTROL
 OD0805
 OD0805.No superseded survey control is available for this station.
 OD0805
 OD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN048760(NAD 83)
 OD0805_MARKER: DD = SURVEY DISK
 OD0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0805_SP_SET: BUILDING
 OD0805_STAMPING: 327 A
 OD0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0805
 OD0805  HISTORY     - Date     Condition        Report By
 OD0805  HISTORY     - UNK      MONUMENTED       USGS
 OD0805  HISTORY     - 1973     GOOD             NGS
 OD0805  HISTORY     - 20030829 GOOD             USPSQD
 OD0805
 OD0805                          STATION DESCRIPTION
 OD0805
 OD0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0805'5 MI NE FROM SARATOGA SPRINGS.
 OD0805'ABOUT 5.1 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILRAOD FROM
 OD0805'THE STATION AT SARATOGA SPRINGS, ABOUT 0.15 MILE SOUTHEAST OF THE
 OD0805'TRACKS, ALONG STATE HIGHWAY 50, SET VERTICALLY IN THE SOUTHWEST FACE
 OD0805'OF CONCRETE BLOCK FOUNDATION OF SOUTH WILTON CHURCH BUILDING, ACROSS
 OD0805'HIGHWAY FROM A CEMETERY, 51.8 FEET NORTHWEST OF CENTER LINE OF
 OD0805'HIGHWAY, 10 1/2 FEET NORTHEAST OF CENTER OF DRIVE TO CHURCH, 1.7 FEET
 OD0805'NORTHWEST OF SOUTH CORNER AND 1.5 FEET ABOVE GROUND.  ALSO, 5.55 MILE
 OD0805'SOUTHWEST OF GANSEVOORT.
 OD0805
 OD0805                          STATION RECOVERY (2003)
 OD0805
 OD0805'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0805'BUILDING NO LONGER A CHURCH.  BUILDING OPERATES UNDER THE NAME
 OD0805'SIGNATURE KITCHEN NUMBER 4285 ROUTE 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0685 ***********************************************************************
 NB0685  DESIGNATION -  328
 NB0685  PID         -  NB0685
 NB0685  STATE/COUNTY-  NY/SENECA
 NB0685  USGS QUAD   -  OVID (1970)
 NB0685
 NB0685                         *CURRENT SURVEY CONTROL
 NB0685  ___________________________________________________________________
 NB0685* NAD 83(1986)-  42 41 42.     (N)    076 51 26.     (W)     SCALED    
 NB0685* NAVD 88     -       204.599  (meters)     671.26   (feet)  ADJUSTED  
 NB0685  ___________________________________________________________________
 NB0685  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NB0685  DYNAMIC HT  -         204.539 (meters)     671.06  (feet)  COMP
 NB0685  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NB0685
 NB0685  VERT ORDER  -  SECOND    CLASS 0
 NB0685
 NB0685.The horizontal coordinates were scaled from a topographic map and have
 NB0685.an estimated accuracy of +/- 6 seconds.
 NB0685
 NB0685.The orthometric height was determined by differential leveling
 NB0685.and adjusted by the National Geodetic Survey in June 1991..
 NB0685
 NB0685.The geoid height was determined by GEOID03.
 NB0685
 NB0685.The dynamic height is computed by dividing the NAVD 88
 NB0685.geopotential number by the normal gravity value computed on the
 NB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0685.degrees latitude (g = 980.6199 gals.).
 NB0685
 NB0685.The modeled gravity was interpolated from observed gravity values.
 NB0685
 NB0685;                    North         East    Units  Estimated Accuracy
 NB0685;SPC NY C     -   299,330.      227,560.      MT  (+/- 180 meters Scaled)
 NB0685
 NB0685                          SUPERSEDED SURVEY CONTROL
 NB0685
 NB0685  NGVD 29 (??/??/92)  204.777  (m)          671.84   (f) ADJ UNCH    2 0
 NB0685
 NB0685.Superseded values are not recommended for survey control.
 NB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0685.See file dsdata.txt to determine how the superseded data were derived.
 NB0685
 NB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN478286(NAD 83)
 NB0685_MARKER: B = BOLT
 NB0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0685_SP_SET: CULVERT
 NB0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0685
 NB0685  HISTORY     - Date     Condition        Report By
 NB0685  HISTORY     - UNK      MONUMENTED       LVRR
 NB0685  HISTORY     - 1929     GOOD             NGS
 NB0685  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0685
 NB0685                          STATION DESCRIPTION
 NB0685
 NB0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NB0685'1.6 MI N FROM GILBERT.
 NB0685'1.6 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 NB0685'AT GILBERT, SENECA COUNTY, AT A GRAVEL-ROAD CROSSING, AT A 2-FOOT
 NB0685'IRON PIPE CULVERT UNDER THE ROAD, IN THE SOUTH STONE HEADWALL, 36
 NB0685'FEET EAST OF THE CENTERLINE OF THE EAST TRACK, 25 FEET SOUTH OF THE
 NB0685'CENTERLINE OF THE ROAD, 8 FEET LOWER THAN THE TRACK, AND 4 FEET
 NB0685'LOWER THAN THE ROAD. AN IRON BOLT SET VERTICALLY.
 NB0685
 NB0685                          STATION RECOVERY (1989)
 NB0685
 NB0685'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0939 ***********************************************************************
 PH0939  DESIGNATION -  328
 PH0939  PID         -  PH0939
 PH0939  STATE/COUNTY-  NY/ST LAWRENCE
 PH0939  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0939
 PH0939                         *CURRENT SURVEY CONTROL
 PH0939  ___________________________________________________________________
 PH0939* NAD 83(1986)-  44 35 31.     (N)    075 19 11.     (W)     SCALED    
 PH0939* NAVD 88     -        99.800  (meters)     327.43   (feet)  ADJUSTED  
 PH0939  ___________________________________________________________________
 PH0939  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 PH0939  DYNAMIC HT  -          99.793 (meters)     327.40  (feet)  COMP
 PH0939  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 PH0939
 PH0939  VERT ORDER  -  SECOND    CLASS 0
 PH0939
 PH0939.The horizontal coordinates were scaled from a topographic map and have
 PH0939.an estimated accuracy of +/- 6 seconds.
 PH0939
 PH0939.The orthometric height was determined by differential leveling
 PH0939.and adjusted by the National Geodetic Survey in June 1991..
 PH0939
 PH0939.The geoid height was determined by GEOID03.
 PH0939
 PH0939.The dynamic height is computed by dividing the NAVD 88
 PH0939.geopotential number by the normal gravity value computed on the
 PH0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0939.degrees latitude (g = 980.6199 gals.).
 PH0939
 PH0939.The modeled gravity was interpolated from observed gravity values.
 PH0939
 PH0939;                    North         East    Units  Estimated Accuracy
 PH0939;SPC NY E     -   639,860.       84,920.      MT  (+/- 180 meters Scaled)
 PH0939
 PH0939                          SUPERSEDED SURVEY CONTROL
 PH0939
 PH0939  NGVD 29 (??/??/92)   99.942  (m)          327.89   (f) ADJ UNCH    2 0
 PH0939
 PH0939.Superseded values are not recommended for survey control.
 PH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0939.See file dsdata.txt to determine how the superseded data were derived.
 PH0939
 PH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ746376(NAD 83)
 PH0939_MARKER: DD = SURVEY DISK
 PH0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0939_SP_SET: BUILDING
 PH0939_STAMPING: 328 ALBANY 1903 A.D.J.
 PH0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0939
 PH0939  HISTORY     - Date     Condition        Report By
 PH0939  HISTORY     - 1903     MONUMENTED       USGS
 PH0939  HISTORY     - 1942     GOOD             NGS
 PH0939  HISTORY     - 1989     GOOD             USPSQD
 PH0939  HISTORY     - 19920723 GOOD             USPSQD
 PH0939
 PH0939                          STATION DESCRIPTION
 PH0939
 PH0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0939'IN RENSSELAER FALLS.
 PH0939'BENCH MARK IS SET VERTICALLY IN THE WEST FACE OF THE METHODIST CHURCH
 PH0939'IN RENSSELAER FALLS.  IT IS 1.3 FOOT NORTH OF THE SOUTHWEST CORNER OF
 PH0939'BUILDING, AND ABOUT 2.4 FEET ABOVE THE GROUND.
 PH0939
 PH0939                          STATION RECOVERY (1989)
 PH0939
 PH0939'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0939'RECOVERED IN GOOD CONDITION.
 PH0939
 PH0939                          STATION RECOVERY (1992)
 PH0939
 PH0939'RECOVERY NOTE BY US POWER SQUADRON 1992 (JWW)
 PH0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0438 ***********************************************************************
 KV0438  DESIGNATION -  328 BOR
 KV0438  PID         -  KV0438
 KV0438  STATE/COUNTY-  NY/RICHMOND
 KV0438  USGS QUAD   -  ELIZABETH (1995)
 KV0438
 KV0438                         *CURRENT SURVEY CONTROL
 KV0438  ___________________________________________________________________
 KV0438* NAD 83(1986)-  40 38 14.     (N)    074 07 37.     (W)     SCALED    
 KV0438* NAVD 88     -         3.668  (meters)      12.03   (feet)  ADJUSTED  
 KV0438  ___________________________________________________________________
 KV0438  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV0438  DYNAMIC HT  -           3.667 (meters)      12.03  (feet)  COMP
 KV0438  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 KV0438
 KV0438  VERT ORDER  -  FIRST     CLASS II
 KV0438
 KV0438.The horizontal coordinates were scaled from a topographic map and have
 KV0438.an estimated accuracy of +/- 6 seconds.
 KV0438
 KV0438.The orthometric height was determined by differential leveling
 KV0438.and adjusted by the National Geodetic Survey in June 1991..
 KV0438
 KV0438.The geoid height was determined by GEOID03.
 KV0438
 KV0438.The dynamic height is computed by dividing the NAVD 88
 KV0438.geopotential number by the normal gravity value computed on the
 KV0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0438.degrees latitude (g = 980.6199 gals.).
 KV0438
 KV0438.The modeled gravity was interpolated from observed gravity values.
 KV0438
 KV0438;                    North         East    Units  Estimated Accuracy
 KV0438;SPC NY L     -    52,260.      289,260.      MT  (+/- 180 meters Scaled)
 KV0438
 KV0438                          SUPERSEDED SURVEY CONTROL
 KV0438
 KV0438  NGVD 29 (04/16/92)    4.003  (m)           13.13   (f) ADJUSTED    1 2
 KV0438
 KV0438.Superseded values are not recommended for survey control.
 KV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0438.See file dsdata.txt to determine how the superseded data were derived.
 KV0438
 KV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK738988(NAD 83)
 KV0438_MARKER: Q = CHISELED SQUARE
 KV0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0438_SP_SET: STEP
 KV0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0438+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 KV0438
 KV0438  HISTORY     - Date     Condition        Report By
 KV0438  HISTORY     - 1952     MONUMENTED       NY-085
 KV0438  HISTORY     - 1952     GOOD             CGS
 KV0438  HISTORY     - 20060529 GOOD             GEOCAC
 KV0438
 KV0438                          STATION DESCRIPTION
 KV0438
 KV0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0438'AT STATEN ISLAND.
 KV0438'ON STATEN ISLAND, AT PORT RICHMOND, AT THE JUNCTION OF RICHMOND
 KV0438'TERRACE AND CLOVE ROAD, AN OUTLINE SQUARE IN THE TOP OF THE
 KV0438'SOUTHWEST END OF THE BOTTOM STONE STEP TO MAIN NORTHWEST ENTRANCE
 KV0438'TO TELEPHONE BUILDING AT 145 CLOVE ROAD AND ABOUT 1/2 FOOT ABOVE
 KV0438'SIDE WALK.
 KV0438
 KV0438                          STATION RECOVERY (2006)
 KV0438
 KV0438'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1038 ***********************************************************************
 LX1038  DESIGNATION -  329
 LX1038  PID         -  LX1038
 LX1038  STATE/COUNTY-  NY/WESTCHESTER
 LX1038  USGS QUAD   -  HAVERSTRAW (1979)
 LX1038
 LX1038                         *CURRENT SURVEY CONTROL
 LX1038  ___________________________________________________________________
 LX1038* NAD 83(1986)-  41 11 03.     (N)    073 52 46.     (W)     SCALED    
 LX1038* NAVD 88     -         1.711  (meters)       5.61   (feet)  ADJUSTED  
 LX1038  ___________________________________________________________________
 LX1038  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LX1038  DYNAMIC HT  -           1.710 (meters)       5.61  (feet)  COMP
 LX1038  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 LX1038
 LX1038  VERT ORDER  -  FIRST     CLASS II
 LX1038
 LX1038.The horizontal coordinates were scaled from a topographic map and have
 LX1038.an estimated accuracy of +/- 6 seconds.
 LX1038
 LX1038.The orthometric height was determined by differential leveling
 LX1038.and adjusted by the National Geodetic Survey in June 1991..
 LX1038
 LX1038.The geoid height was determined by GEOID03.
 LX1038
 LX1038.The dynamic height is computed by dividing the NAVD 88
 LX1038.geopotential number by the normal gravity value computed on the
 LX1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1038.degrees latitude (g = 980.6199 gals.).
 LX1038
 LX1038.The modeled gravity was interpolated from observed gravity values.
 LX1038
 LX1038;                    North         East    Units  Estimated Accuracy
 LX1038;SPC NY E     -   261,180.      202,060.      MT  (+/- 180 meters Scaled)
 LX1038
 LX1038                          SUPERSEDED SURVEY CONTROL
 LX1038
 LX1038  NGVD 29 (??/??/92)    2.02   (m)            6.6    (f) COMPUTED    1 2
 LX1038
 LX1038.Superseded values are not recommended for survey control.
 LX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1038.See file dsdata.txt to determine how the superseded data were derived.
 LX1038
 LX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL939598(NAD 83)
 LX1038_MARKER: T = CHISELED TRIANGLE
 LX1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1038_SP_SET: ABUTMENT BACK WALL
 LX1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1038
 LX1038  HISTORY     - Date     Condition        Report By
 LX1038  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1038  HISTORY     - 1955     MARK NOT FOUND   NGS
 LX1038
 LX1038                          STATION DESCRIPTION
 LX1038
 LX1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1038'0.6 MI S FROM HARMON.
 LX1038'0.6 MILE SOUTH ALONG THE HUDSON DIVISION OF THE NEW YORK
 LX1038'CENTRAL RAILROAD FROM THE STATION AT HARMON-ON-HUDSON, WESTCHESTER
 LX1038'COUNTY, 242 YARDS SOUTH OF MILEPOST 33, AT THE BRIDGE OVER
 LX1038'CROTON RIVER, IN LINE WITH AND 2.3 FEET NORTH OF THE WEST SIDE
 LX1038'OF THE NORTHERN-MOST TRESTLE, IN THE TOP OF THE CENTER OF THE
 LX1038'BACK WALL OF THE NORTH ABUTMENT, AND 6.4 FEET WEST OF THE
 LX1038'WEST RAIL OF THE WEST TRACK.  A CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0099 ***********************************************************************
 PJ0099  DESIGNATION -  33
 PJ0099  PID         -  PJ0099
 PJ0099  STATE/COUNTY-  NY/JEFFERSON
 PJ0099  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0099
 PJ0099                         *CURRENT SURVEY CONTROL
 PJ0099  ___________________________________________________________________
 PJ0099* NAD 83(1986)-  44 10 12.     (N)    076 14 44.     (W)     SCALED    
 PJ0099* NAVD 88     -        79.09   (+/-2cm)     259.5    (feet)  VERTCON   
 PJ0099  ___________________________________________________________________
 PJ0099  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 PJ0099
 PJ0099  VERT ORDER  -  ? (See Below)
 PJ0099
 PJ0099.The horizontal coordinates were scaled from a topographic map and have
 PJ0099.an estimated accuracy of +/- 6 seconds.
 PJ0099
 PJ0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 PJ0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PJ0099.The vertical order pertains to the NGVD 29 superseded value.
 PJ0099
 PJ0099.The geoid height was determined by GEOID03.
 PJ0099
 PJ0099;                    North         East    Units  Estimated Accuracy
 PJ0099;SPC NY C     -   463,210.      277,010.      MT  (+/- 180 meters Scaled)
 PJ0099
 PJ0099                          SUPERSEDED SURVEY CONTROL
 PJ0099
 PJ0099  NGVD 29 (??/??/92)   79.229  (m)          259.94   (f) ADJ UNCH    ?  
 PJ0099
 PJ0099.Superseded values are not recommended for survey control.
 PJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0099.See file dsdata.txt to determine how the superseded data were derived.
 PJ0099
 PJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP004915(NAD 83)
 PJ0099_MARKER: B = BOLT
 PJ0099_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0099_SP_SET: BEDROCK
 PJ0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0099+STABILITY: POSITION/ELEVATION WELL
 PJ0099
 PJ0099  HISTORY     - Date     Condition        Report By
 PJ0099  HISTORY     - UNK      MONUMENTED       USLS
 PJ0099  HISTORY     - 1943     GOOD             NGS
 PJ0099
 PJ0099                          STATION DESCRIPTION
 PJ0099
 PJ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0099'5.9 MI NE FROM CAPE VINCENT.
 PJ0099'33 ABOUT 5.9 MILES NORTHEAST ALONG RIVER ROAD FROM CAPE VINCENT,
 PJ0099'JEFFERSON COUNTY, ABOUT 350 FEET NORTHEAST OF THE MRS. LOUISE WEAVER
 PJ0099'HOUSE, 26 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT, 24 FEET
 PJ0099'FROM THE BANK OF ST. LAWRENCE RIVER, 60 FEET EAST OF THE SOUTHEAST
 PJ0099'CORNER OF A SMALL COTTAGE ON THE WEAVER PROPERTY, 29 FEET WEST OF
 PJ0099'A 24-INCH ASH TREE, AND IN BEDROCK. THE TOP OF A 1/4-INCH BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5643 ***********************************************************************
 LX5643  DESIGNATION -  33
 LX5643  PID         -  LX5643
 LX5643  STATE/COUNTY-  NY/SUFFOLK
 LX5643  USGS QUAD   -  PLUM ISLAND (1954)
 LX5643
 LX5643                         *CURRENT SURVEY CONTROL
 LX5643  ___________________________________________________________________
 LX5643* NAD 83(1996)-  41 09 37.26280(N)    072 14 00.56189(W)     ADJUSTED  
 LX5643* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5643  ___________________________________________________________________
 LX5643  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LX5643  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX5643
 LX5643  HORZ ORDER  -  SECOND
 LX5643
 LX5643.The horizontal coordinates were established by classical geodetic methods
 LX5643.and adjusted by the National Geodetic Survey in January 1999..
 LX5643
 LX5643.The orthometric height was scaled from a topographic map.
 LX5643
 LX5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5643
 LX5643.The geoid height was determined by GEOID03.
 LX5643
 LX5643;                    North         East     Units Scale Factor Converg.
 LX5643;SPC NY L     -   111,842.384   448,256.276   MT  1.00000953   +1 09 19.6
 LX5643;SPC NY L     -   366,936.22  1,470,654.13   sFT  1.00000953   +1 09 19.6
 LX5643;SPC CT       -   188,847.433   348,151.760   MT  1.00000424   +0 20 32.9
 LX5643;SPC CT       -   619,576.95  1,142,227.90   sFT  1.00000424   +0 20 32.9
 LX5643;UTM  18      - 4,560,247.559   732,115.204   MT  1.00026314   +1 49 17.9
 LX5643
 LX5643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5643!SPC NY L     -   1.00000490  x   1.00000953  =   1.00001443
 LX5643!SPC CT       -   1.00000490  x   1.00000424  =   1.00000914
 LX5643!UTM  18      -   1.00000490  x   1.00026314  =   1.00026804
 LX5643
 LX5643:                Primary Azimuth Mark                     Grid Az
 LX5643:SPC NY L     -  PLUM ISLAND LIGHTHOUSE                   050 07 28.5
 LX5643:SPC CT       -  PLUM ISLAND LIGHTHOUSE                   050 56 15.2
 LX5643:UTM  18      -  PLUM ISLAND LIGHTHOUSE                   049 27 30.2
 LX5643
 LX5643|---------------------------------------------------------------------|
 LX5643| PID    Reference Object                     Distance      Geod. Az  |
 LX5643|                                                           dddmmss.s |
 LX5643| LX5639 PLUM ISLAND LIGHTHOUSE              APPROX. 2.4 KM 0511648.1 |
 LX5643| LX5640 PLUM ISLAND BRICK STACK             APPROX. 2.7 KM 0570328.9 |
 LX5643| LX5680 BENS                                APPROX. 3.7 KM 2124208.7 |
 LX5643| CZ7972 33 RM 1                              24.155 METERS 22225     |
 LX5643| LX5644 ORIENT POINT WINDMILL               APPROX. 0.8 KM 2382916.7 |
 LX5643| CZ7973 33 RM 2                              22.747 METERS 24659     |
 LX5643|---------------------------------------------------------------------|
 LX5643
 LX5643                          SUPERSEDED SURVEY CONTROL
 LX5643
 LX5643  NAD 83(1996)-  41 09 37.26284(N)    072 14 00.56200(W) AD(       ) 2
 LX5643  NAD 83(1992)-  41 09 37.26144(N)    072 14 00.56103(W) AD(       ) 2
 LX5643  NAD 83(1986)-  41 09 37.26318(N)    072 14 00.56701(W) AD(       ) 2
 LX5643  NAD 27      -  41 09 36.90600(N)    072 14 02.27800(W) AD(       ) 2
 LX5643
 LX5643.Superseded values are not recommended for survey control.
 LX5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5643.See file dsdata.txt to determine how the superseded data were derived.
 LX5643
 LX5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3211560248(NAD 83)
 LX5643
 LX5643  HISTORY     - Date     Condition        Report By
 LX5643  HISTORY     - 1915     MONUMENTED       USE
 LX5643  HISTORY     - 1951     MARK NOT FOUND   CGS
 LX5643  HISTORY     - 20001231 MARK NOT FOUND   NGS
 LX5643
 LX5643                          STATION DESCRIPTION
 LX5643
 LX5643'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX5643'A SEARCH WAS MADE FOR STATION BUT IT WAS NOT RECOVERED.  BEACH
 LX5643'HAS WASHED AWAY AND STATION IS PRESUMABLY LOST.  ONE REFERENCE
 LX5643'WAS FOUND WASHED UP ON THE SHORE.  DISK WAS REMOVED AND SENT TO
 LX5643'WASHINGTON OFFICE.
 LX5643
 LX5643                          STATION RECOVERY (2000)
 LX5643
 LX5643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5643'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0396 ***********************************************************************
 OD0396  DESIGNATION -  33 DHRR
 OD0396  PID         -  OD0396
 OD0396  STATE/COUNTY-  NY/ESSEX
 OD0396  USGS QUAD   -  TICONDEROGA (1950)
 OD0396
 OD0396                         *CURRENT SURVEY CONTROL
 OD0396  ___________________________________________________________________
 OD0396* NAD 83(1986)-  43 52 07.     (N)    073 23 34.     (W)     SCALED    
 OD0396* NAVD 88     -        39.635  (meters)     130.04   (feet)  ADJUSTED  
 OD0396  ___________________________________________________________________
 OD0396  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OD0396  DYNAMIC HT  -          39.629 (meters)     130.02  (feet)  COMP
 OD0396  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 OD0396
 OD0396  VERT ORDER  -  FIRST     CLASS II
 OD0396
 OD0396.The horizontal coordinates were scaled from a topographic map and have
 OD0396.an estimated accuracy of +/- 6 seconds.
 OD0396
 OD0396.The orthometric height was determined by differential leveling
 OD0396.and adjusted by the National Geodetic Survey in June 1991..
 OD0396.WARNING-Repeat measurements at this control monument indicate possible
 OD0396.vertical movement.
 OD0396
 OD0396.The geoid height was determined by GEOID03.
 OD0396
 OD0396.The dynamic height is computed by dividing the NAVD 88
 OD0396.geopotential number by the normal gravity value computed on the
 OD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0396.degrees latitude (g = 980.6199 gals.).
 OD0396
 OD0396.The modeled gravity was interpolated from observed gravity values.
 OD0396
 OD0396;                    North         East    Units  Estimated Accuracy
 OD0396;SPC NY E     -   559,760.      238,990.      MT  (+/- 180 meters Scaled)
 OD0396
 OD0396                          SUPERSEDED SURVEY CONTROL
 OD0396
 OD0396  NGVD 29 (??/??/92)   39.80   (m)          130.6    (f) COMPUTED    1 2
 OD0396
 OD0396.Superseded values are not recommended for survey control.
 OD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0396.See file dsdata.txt to determine how the superseded data were derived.
 OD0396
 OD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP291585(NAD 83)
 OD0396_MARKER: B = BOLT
 OD0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0396_SP_SET: CONCRETE BASE
 OD0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0396
 OD0396  HISTORY     - Date     Condition        Report By
 OD0396  HISTORY     - UNK      MONUMENTED       DHRR
 OD0396  HISTORY     - 1973     GOOD             NGS
 OD0396
 OD0396                          STATION DESCRIPTION
 OD0396
 OD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0396'1.1 MI N FROM FORT TICONDEROGA.
 OD0396'ABOUT 1.1 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0396'CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, 8-POLES OR 0.2
 OD0396'MILE SOUTH OF STEEL MILEPOST A 103 AT A PRIVATE ROAD CROSSING, TOP OF
 OD0396'THE NORTHWEST ANCHOR BOLT IN THE NORTHWEST CORNER OF THE CONCRETE BASE
 OD0396'OF RAILROAD SIGNAL 102.1, 14.5 FEET EAST OF THE EAST RAIL, 10-INCHES
 OD0396'ABOVE BALLAST, ABOUT LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0591 ***********************************************************************
 MZ0591  DESIGNATION -  33 R=SERIAL 1641
 MZ0591  PID         -  MZ0591
 MZ0591  STATE/COUNTY-  NY/COLUMBIA
 MZ0591  USGS QUAD   -  CEMENTON (1980)
 MZ0591
 MZ0591                         *CURRENT SURVEY CONTROL
 MZ0591  ___________________________________________________________________
 MZ0591* NAD 83(1986)-  42 08 35.     (N)    073 53 38.     (W)     SCALED    
 MZ0591* NAVD 88     -         1.013  (meters)       3.32   (feet)  ADJUSTED  
 MZ0591  ___________________________________________________________________
 MZ0591  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0591  DYNAMIC HT  -           1.013 (meters)       3.32  (feet)  COMP
 MZ0591  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 MZ0591
 MZ0591  VERT ORDER  -  FIRST     CLASS II
 MZ0591
 MZ0591.The horizontal coordinates were scaled from a topographic map and have
 MZ0591.an estimated accuracy of +/- 6 seconds.
 MZ0591
 MZ0591.The orthometric height was determined by differential leveling
 MZ0591.and adjusted by the National Geodetic Survey in June 1991..
 MZ0591.WARNING-Repeat measurements at this control monument indicate possible
 MZ0591.vertical movement.
 MZ0591
 MZ0591.The geoid height was determined by GEOID03.
 MZ0591
 MZ0591.The dynamic height is computed by dividing the NAVD 88
 MZ0591.geopotential number by the normal gravity value computed on the
 MZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0591.degrees latitude (g = 980.6199 gals.).
 MZ0591
 MZ0591.The modeled gravity was interpolated from observed gravity values.
 MZ0591
 MZ0591;                    North         East    Units  Estimated Accuracy
 MZ0591;SPC NY E     -   367,670.      200,100.      MT  (+/- 180 meters Scaled)
 MZ0591
 MZ0591                          SUPERSEDED SURVEY CONTROL
 MZ0591
 MZ0591  NGVD 29 (??/??/92)    1.251  (m)            4.10   (f) ADJ UNCH    1 2
 MZ0591
 MZ0591.Superseded values are not recommended for survey control.
 MZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0591.See file dsdata.txt to determine how the superseded data were derived.
 MZ0591
 MZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM914662(NAD 83)
 MZ0591_MARKER: Q = CHISELED SQUARE
 MZ0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0591_SP_SET: CULVERT
 MZ0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0591
 MZ0591  HISTORY     - Date     Condition        Report By
 MZ0591  HISTORY     - UNK      MONUMENTED       USE
 MZ0591  HISTORY     - 1955     GOOD             NGS
 MZ0591
 MZ0591                          STATION DESCRIPTION
 MZ0591
 MZ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0591'0.6 MI N FROM GERMANTOWN.
 MZ0591'ABOUT 0.6 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0591'STATION AT GERMANTOWN, IN THE TOP OF THE NORTHEAST CORNER OF EAST END
 MZ0591'OF THE BOTTOM STONE STEP OF THE SOUTHEAST WING WALL OF A 3-FOOT BOX
 MZ0591'CULVERT UNDER TRACKS, 10 FEET EAST OF EAST RAIL OF EAST TRACK, 114 1/2
 MZ0591'FEET SOUTH OF MILE POST NY 105, AND ABOUT 7 1/2 FEET BELOW LEVEL OF
 MZ0591'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1259 ***********************************************************************
 PG1259  DESIGNATION -  33 WDK RESET 1977 NYDT
 PG1259  PID         -  PG1259
 PG1259  STATE/COUNTY-  NY/CLINTON
 PG1259  USGS QUAD   -  MOOERS (1966)
 PG1259
 PG1259                         *CURRENT SURVEY CONTROL
 PG1259  ___________________________________________________________________
 PG1259* NAD 83(1986)-  44 56 10.     (N)    073 34 28.     (W)     SCALED    
 PG1259* NAVD 88     -        84.05   (+/-2cm)     275.8    (feet)  VERTCON   
 PG1259  ___________________________________________________________________
 PG1259  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PG1259
 PG1259  VERT ORDER  -  THIRD (See Below)
 PG1259
 PG1259.The horizontal coordinates were scaled from a topographic map and have
 PG1259.an estimated accuracy of +/- 6 seconds.
 PG1259
 PG1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG1259.The vertical order pertains to the NGVD 29 superseded value.
 PG1259
 PG1259.The geoid height was determined by GEOID03.
 PG1259
 PG1259;                    North         East    Units  Estimated Accuracy
 PG1259;SPC NY E     -   678,190.      223,050.      MT  (+/- 180 meters Scaled)
 PG1259
 PG1259                          SUPERSEDED SURVEY CONTROL
 PG1259
 PG1259  NGVD 29 (09/01/04)   84.17   (m)          276.1    (f) RESET       3  
 PG1259
 PG1259.Superseded values are not recommended for survey control.
 PG1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1259.See file dsdata.txt to determine how the superseded data were derived.
 PG1259
 PG1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ124768(NAD 83)
 PG1259_MARKER: DD = SURVEY DISK
 PG1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1259_SP_SET: CULVERT
 PG1259_STAMPING: 33 WDK 1964 RESET 1977
 PG1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1259
 PG1259  HISTORY     - Date     Condition        Report By
 PG1259  HISTORY     - 1977     MONUMENTED       NYDT
 PG1259
 PG1259                          STATION DESCRIPTION
 PG1259
 PG1259'DESCRIBED BY NY DEPT OF TRANSP 1977
 PG1259'1.7 MI S FROM MOOERS.
 PG1259'ABOUT 1.6 MILES SOUTH ON N.Y.S. ROUTE 22 FROM THE BRIDGE OVER THE
 PG1259'GREAT CRAZY RIVER NEAR THE VILLAGE OF MOOERS, SAID POINT BEING LOCATED
 PG1259'100 FEET SOUTH ON ROUTE 22 FROM THE INTERSECTION OF THE BASHAW
 PG1259'ROAD. A STANDARD DISK STAMPED 33 WDK 1964 RESET 1977 AND SET IN
 PG1259'THE TOP OF THE SOUTHEAST WINGWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1052 ***********************************************************************
 PG1052  DESIGNATION -  33 WDK USGS
 PG1052  PID         -  PG1052
 PG1052  STATE/COUNTY-  NY/CLINTON
 PG1052  USGS QUAD   -  MOOERS (1966)
 PG1052
 PG1052                         *CURRENT SURVEY CONTROL
 PG1052  ___________________________________________________________________
 PG1052* NAD 83(1986)-  44 56 10.     (N)    073 34 28.     (W)     SCALED    
 PG1052* NAVD 88     -        83.657  (meters)     274.46   (feet)  ADJUSTED  
 PG1052  ___________________________________________________________________
 PG1052  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PG1052  DYNAMIC HT  -          83.654 (meters)     274.45  (feet)  COMP
 PG1052  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 PG1052
 PG1052  VERT ORDER  -  FIRST     CLASS I
 PG1052
 PG1052.The horizontal coordinates were scaled from a topographic map and have
 PG1052.an estimated accuracy of +/- 6 seconds.
 PG1052
 PG1052.The orthometric height was determined by differential leveling
 PG1052.and adjusted by the National Geodetic Survey in June 1991..
 PG1052
 PG1052.The geoid height was determined by GEOID03.
 PG1052
 PG1052.The dynamic height is computed by dividing the NAVD 88
 PG1052.geopotential number by the normal gravity value computed on the
 PG1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1052.degrees latitude (g = 980.6199 gals.).
 PG1052
 PG1052.The modeled gravity was interpolated from observed gravity values.
 PG1052
 PG1052;                    North         East    Units  Estimated Accuracy
 PG1052;SPC NY E     -   678,190.      223,050.      MT  (+/- 180 meters Scaled)
 PG1052
 PG1052                          SUPERSEDED SURVEY CONTROL
 PG1052
 PG1052  NGVD 29 (??/??/92)   83.790  (m)          274.90   (f) ADJ UNCH    1 1
 PG1052
 PG1052.Superseded values are not recommended for survey control.
 PG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1052.See file dsdata.txt to determine how the superseded data were derived.
 PG1052
 PG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ124768(NAD 83)
 PG1052_MARKER: DD = SURVEY DISK
 PG1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1052_SP_SET: CULVERT
 PG1052_STAMPING: 33 WDK 1964 275
 PG1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1052
 PG1052  HISTORY     - Date     Condition        Report By
 PG1052  HISTORY     - 1964     MONUMENTED       USGS
 PG1052  HISTORY     - 1973     GOOD             NGS
 PG1052
 PG1052                          STATION DESCRIPTION
 PG1052
 PG1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1052'1.7 MI S FROM MOOERS.
 PG1052'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF U.S.
 PG1052'HIGHWAY 11 AT MOOERS, SET IN THE TOP AND 1.5 FEET EAST OF THE WEST END
 PG1052'OF THE SOUTH CONCRETE HEADWALL FOR A 3-FOOT BOX CULVERT UNDER BASHAW
 PG1052'ROAD, 30 FEET WEST OF CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF
 PG1052'CENTER LINE OF BASHAW ROAD, 22.7 FEET SOUTHWEST OF THE JUNCTION OF
 PG1052'STATE HIGHWAY 22 AND BASHAW ROAD AND ABOUT 1 FOOT BELOW THE LEVEL OF
 PG1052'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2420 ***********************************************************************
 OF2420  DESIGNATION -  3300 MCGS 1971
 OF2420  PID         -  OF2420
 OF2420  STATE/COUNTY-  NY/MONROE
 OF2420  USGS QUAD   -  SPENCERPORT (1978)
 OF2420
 OF2420                         *CURRENT SURVEY CONTROL
 OF2420  ___________________________________________________________________
 OF2420* NAD 83(1996)-  43 08 14.64065(N)    077 45 54.71420(W)     ADJUSTED  
 OF2420* NAVD 88     -       175.1    (meters)     574.     (feet)  VERTCON   
 OF2420  ___________________________________________________________________
 OF2420  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OF2420  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2420
 OF2420  HORZ ORDER  -  SECOND
 OF2420
 OF2420.The horizontal coordinates were established by classical geodetic methods
 OF2420.and adjusted by the National Geodetic Survey in January 1999..
 OF2420
 OF2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2420
 OF2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2420
 OF2420.The geoid height was determined by GEOID03.
 OF2420
 OF2420;                    North         East     Units Scale Factor Converg.
 OF2420;SPC NY W     -   348,758.351   416,558.666   MT  0.99999198   +0 33 33.9
 OF2420;SPC NY W     - 1,144,218.02  1,366,659.56   sFT  0.99999198   +0 33 33.9
 OF2420;UTM  18      - 4,779,785.105   275,110.291   MT  1.00022220   -1 53 29.4
 OF2420
 OF2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2420!SPC NY W     -   0.99997808  x   0.99999198  =   0.99997006
 OF2420!UTM  18      -   0.99997808  x   1.00022220  =   1.00020028
 OF2420
 OF2420:                Primary Azimuth Mark                     Grid Az
 OF2420:SPC NY W     -  3301 MCGS 1971                           000 03 28.0
 OF2420:UTM  18      -  3301 MCGS 1971                           002 30 31.3
 OF2420
 OF2420|---------------------------------------------------------------------|
 OF2420| PID    Reference Object                     Distance      Geod. Az  |
 OF2420|                                                           dddmmss.s |
 OF2420| OF2421 3301 MCGS 1971                      APPROX. 0.7 KM 0003701.9 |
 OF2420| OF2400 4 1 117 NYSDOT 1971                 331.710 METERS 08205     |
 OF2420|---------------------------------------------------------------------|
 OF2420
 OF2420                          SUPERSEDED SURVEY CONTROL
 OF2420
 OF2420  NAD 83(1986)-  43 08 14.64763(N)    077 45 54.71248(W) AD(       ) 2
 OF2420  NAD 27      -  43 08 14.42578(N)    077 45 55.69015(W) AD(       ) 2
 OF2420  NGVD 29 (07/19/86)  175.3    (m)          575.     (f) VERT ANG       
 OF2420
 OF2420.Superseded values are not recommended for survey control.
 OF2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2420.See file dsdata.txt to determine how the superseded data were derived.
 OF2420
 OF2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7511079785(NAD 83)
 OF2420_MARKER: DD = SURVEY DISK
 OF2420_SETTING: 0 = UNSPECIFIED SETTING
 OF2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2420
 OF2420  HISTORY     - Date     Condition        Report By
 OF2420  HISTORY     - 1971     MONUMENTED       NY-055
 OF2420
 OF2420                          STATION DESCRIPTION
 OF2420
 OF2420'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2420'IN THE TOWN OF OGDEN, IN THE N.E. CORNER OF THE INTERSECTION OF
 OF2420'BUFFALO ROAD (RT 33) AND WHITTIER ROAD
 OF2420'
 OF2420'18.6 FT. E. OF CENTERLINE WHITTIER ROAD
 OF2420'
 OF2420'33.5 FT. N. OF CENTERLINE BUFFALO ROAD
 OF2420'
 OF2420'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 3300
 OF2420'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST IRON
 OF2420'FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2421 ***********************************************************************
 OF2421  DESIGNATION -  3301 MCGS 1971
 OF2421  PID         -  OF2421
 OF2421  STATE/COUNTY-  NY/MONROE
 OF2421  USGS QUAD   -  SPENCERPORT (1978)
 OF2421
 OF2421                         *CURRENT SURVEY CONTROL
 OF2421  ___________________________________________________________________
 OF2421* NAD 83(1996)-  43 08 38.78367(N)    077 45 54.35902(W)     ADJUSTED  
 OF2421* NAVD 88     -       176.5    (meters)     579.     (feet)  VERTCON   
 OF2421  ___________________________________________________________________
 OF2421  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 OF2421  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2421
 OF2421  HORZ ORDER  -  SECOND
 OF2421
 OF2421.The horizontal coordinates were established by classical geodetic methods
 OF2421.and adjusted by the National Geodetic Survey in January 1999..
 OF2421
 OF2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2421
 OF2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2421
 OF2421.The geoid height was determined by GEOID03.
 OF2421
 OF2421;                    North         East     Units Scale Factor Converg.
 OF2421;SPC NY W     -   349,503.438   416,559.416   MT  0.99999198   +0 33 34.4
 OF2421;SPC NY W     - 1,146,662.53  1,366,662.02   sFT  0.99999198   +0 33 34.4
 OF2421;UTM  18      - 4,780,529.649   275,142.913   MT  1.00022202   -1 53 30.0
 OF2421
 OF2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2421!SPC NY W     -   0.99997787  x   0.99999198  =   0.99996985
 OF2421!UTM  18      -   0.99997787  x   1.00022202  =   1.00019988
 OF2421
 OF2421:                Primary Azimuth Mark                     Grid Az
 OF2421:SPC NY W     -  3302 MCGS 1971                           000 56 02.3
 OF2421:UTM  18      -  3302 MCGS 1971                           003 23 06.7
 OF2421
 OF2421|---------------------------------------------------------------------|
 OF2421| PID    Reference Object                     Distance      Geod. Az  |
 OF2421|                                                           dddmmss.s |
 OF2421| OF2422 3302 MCGS 1971                      APPROX. 0.5 KM 0012936.7 |
 OF2421|---------------------------------------------------------------------|
 OF2421
 OF2421                          SUPERSEDED SURVEY CONTROL
 OF2421
 OF2421  NAD 83(1986)-  43 08 38.79066(N)    077 45 54.35733(W) AD(       ) 2
 OF2421  NAD 27      -  43 08 38.56895(N)    077 45 55.33457(W) AD(       ) 2
 OF2421  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 OF2421
 OF2421.Superseded values are not recommended for survey control.
 OF2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2421.See file dsdata.txt to determine how the superseded data were derived.
 OF2421
 OF2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7514380530(NAD 83)
 OF2421_MARKER: DD = SURVEY DISK
 OF2421_SETTING: 0 = UNSPECIFIED SETTING
 OF2421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2421
 OF2421  HISTORY     - Date     Condition        Report By
 OF2421  HISTORY     - 1971     MONUMENTED       NY-055
 OF2421  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2421
 OF2421                          STATION DESCRIPTION
 OF2421
 OF2421'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2421'IN THE TOWN OF OGDEN, ON THE WEST SIDE OF WHITTIER ROAD, AT STATT
 OF2421'ROAD.
 OF2421'
 OF2421'15.6 FT. W. OF CENTERLINE WHITTIER ROAD
 OF2421'
 OF2421'70.0 FT. N.W. OF A UTILITY POLE
 OF2421'
 OF2421'4.0 FT. E. OF A MONROE COUNTY WITNESS POST
 OF2421'
 OF2421'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 3301
 OF2421'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF2421
 OF2421                          STATION RECOVERY (1994)
 OF2421
 OF2421'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2422 ***********************************************************************
 OF2422  DESIGNATION -  3302 MCGS 1971
 OF2422  PID         -  OF2422
 OF2422  STATE/COUNTY-  NY/MONROE
 OF2422  USGS QUAD   -  SPENCERPORT (1978)
 OF2422
 OF2422                         *CURRENT SURVEY CONTROL
 OF2422  ___________________________________________________________________
 OF2422* NAD 83(1996)-  43 08 55.43438(N)    077 45 53.76611(W)     ADJUSTED  
 OF2422* NAVD 88     -       176.4    (meters)     579.     (feet)  VERTCON   
 OF2422  ___________________________________________________________________
 OF2422  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OF2422  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF2422
 OF2422  HORZ ORDER  -  SECOND
 OF2422
 OF2422.The horizontal coordinates were established by classical geodetic methods
 OF2422.and adjusted by the National Geodetic Survey in January 1999..
 OF2422
 OF2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2422
 OF2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2422
 OF2422.The geoid height was determined by GEOID03.
 OF2422
 OF2422;                    North         East     Units Scale Factor Converg.
 OF2422;SPC NY W     -   350,017.379   416,567.795   MT  0.99999199   +0 33 35.0
 OF2422;SPC NY W     - 1,148,348.68  1,366,689.51   sFT  0.99999199   +0 33 35.0
 OF2422;UTM  18      - 4,781,042.880   275,173.272   MT  1.00022185   -1 53 30.2
 OF2422
 OF2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2422!SPC NY W     -   0.99997788  x   0.99999199  =   0.99996987
 OF2422!UTM  18      -   0.99997788  x   1.00022185  =   1.00019973
 OF2422
 OF2422:                Primary Azimuth Mark                     Grid Az
 OF2422:SPC NY W     -  3301 MCGS 1971                           180 56 02.0
 OF2422:UTM  18      -  3301 MCGS 1971                           183 23 07.2
 OF2422
 OF2422|---------------------------------------------------------------------|
 OF2422| PID    Reference Object                     Distance      Geod. Az  |
 OF2422|                                                           dddmmss.s |
 OF2422| OF2421 3301 MCGS 1971                      APPROX. 0.5 KM 1812937.0 |
 OF2422|---------------------------------------------------------------------|
 OF2422
 OF2422                          SUPERSEDED SURVEY CONTROL
 OF2422
 OF2422  NAD 83(1986)-  43 08 55.44136(N)    077 45 53.76446(W) AD(       ) 2
 OF2422  NAD 27      -  43 08 55.21976(N)    077 45 54.74142(W) AD(       ) 2
 OF2422  NGVD 29 (07/19/86)  176.6    (m)          579.     (f) VERT ANG       
 OF2422
 OF2422.Superseded values are not recommended for survey control.
 OF2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2422.See file dsdata.txt to determine how the superseded data were derived.
 OF2422
 OF2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7517381043(NAD 83)
 OF2422_MARKER: DD = SURVEY DISK
 OF2422_SETTING: 0 = UNSPECIFIED SETTING
 OF2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2422
 OF2422  HISTORY     - Date     Condition        Report By
 OF2422  HISTORY     - 1971     MONUMENTED       NY-055
 OF2422
 OF2422                          STATION DESCRIPTION
 OF2422
 OF2422'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2422'IN THE TOWN OF OGDEN, NE OF THE 90 DEG TURN OF WHITTIER ROAD, 2000
 OF2422'FT E. OF GILLETT ROAD, 1680 FT N. OF STATT ROAD.
 OF2422'
 OF2422'114.9 FT SW OF THE NW CORNER OF HOUSE NO. 163
 OF2422'
 OF2422'99.9 FT W. OF THE SW CORNER OF HOUSE NO. 163
 OF2422'
 OF2422'33.0 FT NE OF GUARD RAIL
 OF2422'
 OF2422'52.3 FT NW OF RG AND E POLE NO 33A, OTC 64
 OF2422'
 OF2422'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2422'3302 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT. AND IN A CAST
 OF2422'IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2411 ***********************************************************************
 OF2411  DESIGNATION -  3303 MCGS 1971
 OF2411  PID         -  OF2411
 OF2411  STATE/COUNTY-  NY/MONROE
 OF2411  USGS QUAD   -  SPENCERPORT (1978)
 OF2411
 OF2411                         *CURRENT SURVEY CONTROL
 OF2411  ___________________________________________________________________
 OF2411* NAD 83(1996)-  43 08 56.11786(N)    077 46 28.88302(W)     ADJUSTED  
 OF2411* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 OF2411  ___________________________________________________________________
 OF2411  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 OF2411  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2411
 OF2411  HORZ ORDER  -  SECOND
 OF2411
 OF2411.The horizontal coordinates were established by classical geodetic methods
 OF2411.and adjusted by the National Geodetic Survey in January 1999..
 OF2411
 OF2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2411
 OF2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2411
 OF2411.The geoid height was determined by GEOID03.
 OF2411
 OF2411;                    North         East     Units Scale Factor Converg.
 OF2411;SPC NY W     -   350,030.765   415,774.149   MT  0.99999070   +0 33 11.0
 OF2411;SPC NY W     - 1,148,392.60  1,364,085.69   sFT  0.99999070   +0 33 11.0
 OF2411;UTM  18      - 4,781,090.211   274,380.741   MT  1.00022625   -1 53 54.2
 OF2411
 OF2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2411!SPC NY W     -   0.99997762  x   0.99999070  =   0.99996832
 OF2411!UTM  18      -   0.99997762  x   1.00022625  =   1.00020386
 OF2411
 OF2411:                Primary Azimuth Mark                     Grid Az
 OF2411:SPC NY W     -  3302 MCGS 1971                           090 57 58.6
 OF2411:UTM  18      -  3302 MCGS 1971                           093 25 03.8
 OF2411
 OF2411|---------------------------------------------------------------------|
 OF2411| PID    Reference Object                     Distance      Geod. Az  |
 OF2411|                                                           dddmmss.s |
 OF2411| OF2422 3302 MCGS 1971                      APPROX. 0.8 KM 0913109.6 |
 OF2411|---------------------------------------------------------------------|
 OF2411
 OF2411                          SUPERSEDED SURVEY CONTROL
 OF2411
 OF2411  NAD 83(1986)-  43 08 56.12481(N)    077 46 28.88137(W) AD(       ) 2
 OF2411  NAD 27      -  43 08 55.90354(N)    077 46 29.85722(W) AD(       ) 2
 OF2411  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 OF2411
 OF2411.Superseded values are not recommended for survey control.
 OF2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2411.See file dsdata.txt to determine how the superseded data were derived.
 OF2411
 OF2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7438181090(NAD 83)
 OF2411_MARKER: DD = SURVEY DISK
 OF2411_SETTING: 0 = UNSPECIFIED SETTING
 OF2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2411
 OF2411  HISTORY     - Date     Condition        Report By
 OF2411  HISTORY     - 1971     MONUMENTED       NY-055
 OF2411  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2411
 OF2411                          STATION DESCRIPTION
 OF2411
 OF2411'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2411'IN OGDEN, ON THE SOUTH SIDE OF WHITTIER ROAD
 OF2411'
 OF2411'12.5 FT. S. OF THE CENTERLINE OF WHITTIER ROAD
 OF2411'
 OF2411'7.5 W. OF THE CENTERLINE OF GILLETT ROAD
 OF2411'
 OF2411'107.2 FT. N. OF THE N.E. COR. OF HOUSE NO. 314
 OF2411'
 OF2411'30.2 FT. N.W. OF RGE POLE NO. 44, OTC 117,50
 OF2411'
 OF2411'9.4 FT. N. OF A MONROE COUNTY WITNESS POST
 OF2411'
 OF2411'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2411'3303 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT.
 OF2411
 OF2411                          STATION RECOVERY (1994)
 OF2411
 OF2411'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2412 ***********************************************************************
 OF2412  DESIGNATION -  3304 MCGS 1971
 OF2412  PID         -  OF2412
 OF2412  STATE/COUNTY-  NY/MONROE
 OF2412  USGS QUAD   -  SPENCERPORT (1978)
 OF2412
 OF2412                         *CURRENT SURVEY CONTROL
 OF2412  ___________________________________________________________________
 OF2412* NAD 83(1996)-  43 09 18.19723(N)    077 46 28.28242(W)     ADJUSTED  
 OF2412* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 OF2412  ___________________________________________________________________
 OF2412  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 OF2412  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2412
 OF2412  HORZ ORDER  -  SECOND
 OF2412
 OF2412.The horizontal coordinates were established by classical geodetic methods
 OF2412.and adjusted by the National Geodetic Survey in January 1999..
 OF2412
 OF2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2412
 OF2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2412
 OF2412.The geoid height was determined by GEOID03.
 OF2412
 OF2412;                    North         East     Units Scale Factor Converg.
 OF2412;SPC NY W     -   350,712.226   415,781.141   MT  0.99999071   +0 33 11.6
 OF2412;SPC NY W     - 1,150,628.36  1,364,108.63   sFT  0.99999071   +0 33 11.6
 OF2412;UTM  18      - 4,781,770.909   274,416.884   MT  1.00022604   -1 53 54.6
 OF2412
 OF2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2412!SPC NY W     -   0.99997721  x   0.99999071  =   0.99996792
 OF2412!UTM  18      -   0.99997721  x   1.00022604  =   1.00020325
 OF2412
 OF2412|---------------------------------------------------------------------|
 OF2412| PID    Reference Object                     Distance      Geod. Az  |
 OF2412|                                                           dddmmss.s |
 OF2412| OF2413 3305 MCGS 1971                      346.765 METERS 00104     |
 OF2412| OF2411 3303 MCGS 1971                      APPROX. 0.7 KM 1810827.6 |
 OF2412|---------------------------------------------------------------------|
 OF2412
 OF2412                          SUPERSEDED SURVEY CONTROL
 OF2412
 OF2412  NAD 83(1986)-  43 09 18.20417(N)    077 46 28.28083(W) AD(       ) 2
 OF2412  NAD 27      -  43 09 17.98305(N)    077 46 29.25632(W) AD(       ) 2
 OF2412  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 OF2412
 OF2412.Superseded values are not recommended for survey control.
 OF2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2412.See file dsdata.txt to determine how the superseded data were derived.
 OF2412
 OF2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7441781771(NAD 83)
 OF2412_MARKER: DD = SURVEY DISK
 OF2412_SETTING: 0 = UNSPECIFIED SETTING
 OF2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2412
 OF2412  HISTORY     - Date     Condition        Report By
 OF2412  HISTORY     - 1971     MONUMENTED       NY-055
 OF2412
 OF2412                          STATION DESCRIPTION
 OF2412
 OF2412'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2412'IN OGDEN, ON THE E. SIDE OF GILLETT ROAD, .15 MI. N. OF WHITTIER RD.
 OF2412'
 OF2412'17.0 FT E. OF CENTERLINE GILLETT ROAD
 OF2412'
 OF2412'16.0 FT W.N.W. OF RGE POLE NO. 10, OTC 111
 OF2412'
 OF2412'99.0 FT NW OF NE COR., AND
 OF2412'
 OF2412'75.0 FT NW OF NW COR. OF HOUSE NO. 734
 OF2412'
 OF2412'13.7 FT SW OF CENTER OF HYDRANT
 OF2412'
 OF2412'5.7 FT W. OF MONROE COUNTY WITNESS POST.
 OF2412'
 OF2412'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2412'3304 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2413 ***********************************************************************
 OF2413  DESIGNATION -  3305 MCGS 1971
 OF2413  PID         -  OF2413
 OF2413  STATE/COUNTY-  NY/MONROE
 OF2413  USGS QUAD   -  SPENCERPORT (1978)
 OF2413
 OF2413                         *CURRENT SURVEY CONTROL
 OF2413  ___________________________________________________________________
 OF2413* NAD 83(1996)-  43 09 29.43201(N)    077 46 27.99643(W)     ADJUSTED  
 OF2413* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 OF2413  ___________________________________________________________________
 OF2413  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OF2413  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2413
 OF2413  HORZ ORDER  -  SECOND
 OF2413
 OF2413.The horizontal coordinates were established by classical geodetic methods
 OF2413.and adjusted by the National Geodetic Survey in January 1999..
 OF2413
 OF2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2413
 OF2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2413
 OF2413.The geoid height was determined by GEOID03.
 OF2413
 OF2413;                    North         East     Units Scale Factor Converg.
 OF2413;SPC NY W     -   351,058.973   415,784.254   MT  0.99999072   +0 33 11.9
 OF2413;SPC NY W     - 1,151,765.98  1,364,118.84   sFT  0.99999072   +0 33 11.9
 OF2413;UTM  18      - 4,782,117.287   274,434.832   MT  1.00022594   -1 53 54.8
 OF2413
 OF2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2413!SPC NY W     -   0.99997773  x   0.99999072  =   0.99996845
 OF2413!UTM  18      -   0.99997773  x   1.00022594  =   1.00020367
 OF2413
 OF2413:                Primary Azimuth Mark                     Grid Az
 OF2413:SPC NY W     -  3310 MCGS 1971                           091 16 31.9
 OF2413:UTM  18      -  3310 MCGS 1971                           093 43 38.6
 OF2413
 OF2413|---------------------------------------------------------------------|
 OF2413| PID    Reference Object                     Distance      Geod. Az  |
 OF2413|                                                           dddmmss.s |
 OF2413| OF2404 3310 MCGS 1971                      APPROX. 1.7 KM 0914943.8 |
 OF2413| OF2412 3304 MCGS 1971                      346.765 METERS 18104     |
 OF2413|---------------------------------------------------------------------|
 OF2413
 OF2413                          SUPERSEDED SURVEY CONTROL
 OF2413
 OF2413  NAD 83(1986)-  43 09 29.43894(N)    077 46 27.99487(W) AD(       ) 2
 OF2413  NAD 27      -  43 09 29.21789(N)    077 46 28.97018(W) AD(       ) 2
 OF2413  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 OF2413
 OF2413.Superseded values are not recommended for survey control.
 OF2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2413.See file dsdata.txt to determine how the superseded data were derived.
 OF2413
 OF2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7443582117(NAD 83)
 OF2413_MARKER: DD = SURVEY DISK
 OF2413_SETTING: 0 = UNSPECIFIED SETTING
 OF2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2413
 OF2413  HISTORY     - Date     Condition        Report By
 OF2413  HISTORY     - 1971     MONUMENTED       NY-055
 OF2413
 OF2413                          STATION DESCRIPTION
 OF2413
 OF2413'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2413'IN OGDEN, IN THE SE COR. OF THE INTERSECTION OF GILLETT AND SHEPARD
 OF2413'RDS.
 OF2413'
 OF2413'13.8 FT E. OF CENTERLINE GILLETT RD.
 OF2413'
 OF2413'10.8 FT S. OF CENTERLINE SHEPARD ROAD.
 OF2413'
 OF2413'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2413'3305 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST
 OF2413'IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2415 ***********************************************************************
 OF2415  DESIGNATION -  3306 MCGS 1971
 OF2415  PID         -  OF2415
 OF2415  STATE/COUNTY-  NY/MONROE
 OF2415  USGS QUAD   -  SPENCERPORT (1978)
 OF2415
 OF2415                         *CURRENT SURVEY CONTROL
 OF2415  ___________________________________________________________________
 OF2415* NAD 83(1996)-  43 10 02.28686(N)    077 46 27.39831(W)     ADJUSTED  
 OF2415* NAVD 88     -       188.1    (meters)     617.     (feet)  VERTCON   
 OF2415  ___________________________________________________________________
 OF2415  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 OF2415  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2415
 OF2415  HORZ ORDER  -  SECOND
 OF2415
 OF2415.The horizontal coordinates were established by classical geodetic methods
 OF2415.and adjusted by the National Geodetic Survey in January 1999..
 OF2415
 OF2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2415
 OF2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2415
 OF2415.The geoid height was determined by GEOID03.
 OF2415
 OF2415;                    North         East     Units Scale Factor Converg.
 OF2415;SPC NY W     -   352,072.947   415,787.972   MT  0.99999072   +0 33 12.7
 OF2415;SPC NY W     - 1,155,092.66  1,364,131.04   sFT  0.99999072   +0 33 12.7
 OF2415;UTM  18      - 4,783,130.411   274,481.940   MT  1.00022568   -1 53 55.6
 OF2415
 OF2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2415!SPC NY W     -   0.99997606  x   0.99999072  =   0.99996678
 OF2415!UTM  18      -   0.99997606  x   1.00022568  =   1.00020173
 OF2415
 OF2415:                Primary Azimuth Mark                     Grid Az
 OF2415:SPC NY W     -  TEMP PT 9006                             089 48 01.8
 OF2415:UTM  18      -  TEMP PT 9006                             092 15 10.1
 OF2415
 OF2415|---------------------------------------------------------------------|
 OF2415| PID    Reference Object                     Distance      Geod. Az  |
 OF2415|                                                           dddmmss.s |
 OF2415| OF2419 TEMP PT 9006                        412.477 METERS 0902114.5 |
 OF2415| OF2414 383 3 NYGS 1939                     135.082 METERS 35956     |
 OF2415|---------------------------------------------------------------------|
 OF2415
 OF2415                          SUPERSEDED SURVEY CONTROL
 OF2415
 OF2415  NAD 83(1986)-  43 10 02.29380(N)    077 46 27.39684(W) AD(       ) 2
 OF2415  NAD 27      -  43 10 02.07295(N)    077 46 28.37170(W) AD(       ) 2
 OF2415  NGVD 29 (07/19/86)  188.3    (m)          618.     (f) VERT ANG       
 OF2415
 OF2415.Superseded values are not recommended for survey control.
 OF2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2415.See file dsdata.txt to determine how the superseded data were derived.
 OF2415
 OF2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7448283130(NAD 83)
 OF2415_MARKER: DD = SURVEY DISK
 OF2415_SETTING: 0 = UNSPECIFIED SETTING
 OF2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2415
 OF2415  HISTORY     - Date     Condition        Report By
 OF2415  HISTORY     - 1971     MONUMENTED       NY-055
 OF2415
 OF2415                          STATION DESCRIPTION
 OF2415
 OF2415'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2415'IN OGDEN, AT THE INTERSECTION OF GILLETT ROAD AND LYELL ROAD.
 OF2415'
 OF2415'14.7 FT W. OF THE CENTERLINE OF GILLETT ROAD
 OF2415'
 OF2415'59.7 FT NW OF UTILITY POLE RGE 28, OTC 91
 OF2415'
 OF2415'2.4 FT NE OF UTILITY POLE RGE 28A
 OF2415'
 OF2415'11.0 NE OF HYDRANT
 OF2415'
 OF2415'2.0 E. OF MONROE COUNTY WITNESS POST.
 OF2415'
 OF2415'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2415'3306 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A CAST
 OF2415'IRON FRAME AND COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2417 ***********************************************************************
 OF2417  DESIGNATION -  3307 MCGS 1971
 OF2417  PID         -  OF2417
 OF2417  STATE/COUNTY-  NY/MONROE
 OF2417  USGS QUAD   -  SPENCERPORT (1978)
 OF2417
 OF2417                         *CURRENT SURVEY CONTROL
 OF2417  ___________________________________________________________________
 OF2417* NAD 83(1996)-  43 10 17.98988(N)    077 46 26.51551(W)     ADJUSTED  
 OF2417* NAVD 88     -       195.1    (meters)     640.     (feet)  VERTCON   
 OF2417  ___________________________________________________________________
 OF2417  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 OF2417  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OF2417
 OF2417  HORZ ORDER  -  SECOND
 OF2417
 OF2417.The horizontal coordinates were established by classical geodetic methods
 OF2417.and adjusted by the National Geodetic Survey in January 1999..
 OF2417
 OF2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2417
 OF2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2417
 OF2417.The geoid height was determined by GEOID03.
 OF2417
 OF2417;                    North         East     Units Scale Factor Converg.
 OF2417;SPC NY W     -   352,557.708   415,803.229   MT  0.99999075   +0 33 13.4
 OF2417;SPC NY W     - 1,156,683.08  1,364,181.09   sFT  0.99999075   +0 33 13.4
 OF2417;UTM  18      - 4,783,614.189   274,517.934   MT  1.00022548   -1 53 55.5
 OF2417
 OF2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2417!SPC NY W     -   0.99997496  x   0.99999075  =   0.99996571
 OF2417!UTM  18      -   0.99997496  x   1.00022548  =   1.00020044
 OF2417
 OF2417|---------------------------------------------------------------------|
 OF2417| PID    Reference Object                     Distance      Geod. Az  |
 OF2417|                                                           dddmmss.s |
 OF2417| OF2414 383 3 NYGS 1939                     350.091 METERS 18318     |
 OF2417| OF2378 WOODCHUCK                            91.408 METERS 28153     |
 OF2417|---------------------------------------------------------------------|
 OF2417
 OF2417                          SUPERSEDED SURVEY CONTROL
 OF2417
 OF2417  NAD 83(1986)-  43 10 17.99684(N)    077 46 26.51407(W) AD(       ) 2
 OF2417  NAD 27      -  43 10 17.77625(N)    077 46 27.48872(W) AD(       ) 2
 OF2417  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 OF2417
 OF2417.Superseded values are not recommended for survey control.
 OF2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2417.See file dsdata.txt to determine how the superseded data were derived.
 OF2417
 OF2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7451883614(NAD 83)
 OF2417_MARKER: DD = SURVEY DISK
 OF2417_SETTING: 0 = UNSPECIFIED SETTING
 OF2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2417
 OF2417  HISTORY     - Date     Condition        Report By
 OF2417  HISTORY     - 1971     MONUMENTED       NY-055
 OF2417
 OF2417                          STATION DESCRIPTION
 OF2417
 OF2417'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2417'IN OGDEN ON THE E. SIDE OF GILLETT ROAD, ABOUT 300 FT. N. OF THE
 OF2417'INTERSECTION WITH OGDEN CENTER ROAD.
 OF2417'
 OF2417'20 FT E. OF CENTERLINE GILLETT ROAD
 OF2417'
 OF2417'66.6 FT S. OF UTILITY POLE OTC 102,22
 OF2417'
 OF2417'105.3 FT NE OF A HYDRANT
 OF2417'
 OF2417'93.9 FT SE OF POLE RGE 36
 OF2417'
 OF2417'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 3307
 OF2417'IN THE TOP OF A CONCRETE POST COVERED 0.6 AND IN A CAST IRON FRAME
 OF2417'AND COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG6965 ***********************************************************************
 DG6965  DESIGNATION -  331
 DG6965  PID         -  DG6965
 DG6965  STATE/COUNTY-  NY/MONROE
 DG6965  USGS QUAD   -  PITTSFORD (1978)
 DG6965
 DG6965                         *CURRENT SURVEY CONTROL
 DG6965  ___________________________________________________________________
 DG6965* NAD 83(1986)-  43 15 44.     (N)    077 36 52.     (W)     SCALED    
 DG6965* NAVD 88     -        82.943  (meters)     272.12   (feet)  ADJUSTED  
 DG6965  ___________________________________________________________________
 DG6965  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DG6965  DYNAMIC HT  -          82.923 (meters)     272.06  (feet)  COMP
 DG6965  MODELED GRAV-     980,385.4   (mgal)                       NAVD 88
 DG6965
 DG6965  VERT ORDER  -  SECOND    CLASS I
 DG6965
 DG6965.The horizontal coordinates were scaled from a topographic map and have
 DG6965.an estimated accuracy of +/- 6 seconds.
 DG6965
 DG6965.The orthometric height was determined by differential leveling
 DG6965.and adjusted by the National Geodetic Survey in November 2004..
 DG6965.No vertical observational check was made to the station.
 DG6965
 DG6965.The geoid height was determined by GEOID03.
 DG6965
 DG6965.The dynamic height is computed by dividing the NAVD 88
 DG6965.geopotential number by the normal gravity value computed on the
 DG6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6965.degrees latitude (g = 980.6199 gals.).
 DG6965
 DG6965.The modeled gravity was interpolated from observed gravity values.
 DG6965
 DG6965;                    North         East    Units  Estimated Accuracy
 DG6965;SPC NY W     -   362,760.      428,660.      MT  (+/- 180 meters Scaled)
 DG6965
 DG6965                          SUPERSEDED SURVEY CONTROL
 DG6965
 DG6965.No superseded survey control is available for this station.
 DG6965
 DG6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN878932(NAD 83)
 DG6965_MARKER: DD = SURVEY DISK
 DG6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6965_STAMPING: 331
 DG6965_MARK LOGO: CGS+SS
 DG6965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6965+STABILITY: SURFACE MOTION
 DG6965
 DG6965  HISTORY     - Date     Condition        Report By
 DG6965  HISTORY     - UNK      MONUMENTED       NYGS
 DG6965  HISTORY     - 19970625 GOOD             NOS
 DG6965  HISTORY     - 19980614 GOOD             NOS
 DG6965  HISTORY     - 19990423 GOOD             NOS
 DG6965
 DG6965                          STATION DESCRIPTION
 DG6965
 DG6965'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 DG6965'STATION 331 IS AT ROCHESTER, MONROE COUNTY NEW YORK, ABOUT 0.35 MILE
 DG6965'(0.56 KM) WEST ALONG BEACH AVENUE FROM ITS INTERSECTION WITH LAKE
 DG6965'AVENUE, IN THE GRASS STRIP BETWEEN THE AVENUE AND SIDEWALK ON THE
 DG6965'NORTHEAST SIDE OF BEACH AVENUE, BETWEEN THE DRIVEWAYS LEADING TO HOUSE
 DG6965'NUMBER 386 AND 402 BEACH AVENUE, 49.1 FEET (15.0 M) EAST AND ACROSS
 DG6965'AVENUE FROM NAIL AND WASHER IN POWER POLE RGE NUMBER 018-57 AND RTC
 DG6965'NUMBER 12, 34.1 FEET (10.4 M) SOUTH SOUTHEAST OF 30 INCH TREE (2ND
 DG6965'TREE SOUTH SOUTHEAST OF DRIVE TO HOUSE NUMBER 402) , FEET NORTH
 DG6965'NORTHWEST OF THE CENTER LINE OF DRIVEWAY TO HOUSE NUMBER 386, 8.8 FEET
 DG6965'(2.7 M) NORTHEAST OF THE FACE OF STONE CURBING, 1.0 FEET (0.3 M)
 DG6965'SOUTHWEST OF SOUTHWEST EDGE OF SIDEWALK
 DG6965
 DG6965                          STATION RECOVERY (1998)
 DG6965
 DG6965'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 DG6965'RECOVERED AS DESCRIBED.
 DG6965
 DG6965                          STATION RECOVERY (1999)
 DG6965
 DG6965'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (RJG)
 DG6965'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0003 ***********************************************************************
 NC0003  DESIGNATION -  33.10
 NC0003  PID         -  NC0003
 NC0003  STATE/COUNTY-  NY/WYOMING
 NC0003  USGS QUAD   -  STAFFORD (1978)
 NC0003
 NC0003                         *CURRENT SURVEY CONTROL
 NC0003  ___________________________________________________________________
 NC0003* NAD 83(1986)-  42 52 38.     (N)    078 01 33.     (W)     SCALED    
 NC0003* NAVD 88     -       287.03   (+/-2cm)     941.7    (feet)  VERTCON   
 NC0003  ___________________________________________________________________
 NC0003  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NC0003
 NC0003  VERT ORDER  -  THIRD (See Below)
 NC0003
 NC0003.The horizontal coordinates were scaled from a topographic map and have
 NC0003.an estimated accuracy of +/- 6 seconds.
 NC0003
 NC0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0003.The vertical order pertains to the NGVD 29 superseded value.
 NC0003
 NC0003.The geoid height was determined by GEOID03.
 NC0003
 NC0003;                    North         East    Units  Estimated Accuracy
 NC0003;SPC NY W     -   319,680.      395,550.      MT  (+/- 180 meters Scaled)
 NC0003
 NC0003                          SUPERSEDED SURVEY CONTROL
 NC0003
 NC0003  NGVD 29 (??/??/??)  287.18   (m)          942.2    (f) RESET       3  
 NC0003
 NC0003.Superseded values are not recommended for survey control.
 NC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0003.See file dsdata.txt to determine how the superseded data were derived.
 NC0003
 NC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH429514(NAD 83)
 NC0003_MARKER: Z = SEE DESCRIPTION
 NC0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0003_SP_SET: BRIDGE
 NC0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0003
 NC0003  HISTORY     - Date     Condition        Report By
 NC0003  HISTORY     - UNK      MONUMENTED       BORR
 NC0003  HISTORY     - 1929     GOOD             NGS
 NC0003
 NC0003                          STATION DESCRIPTION
 NC0003
 NC0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0003'IN PAVILION.
 NC0003'PAVILION, ON BRIDGE 33.10 IN COPING ON LEFT SIDE OF TRACK AT
 NC0003'CENTERLINE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2404 ***********************************************************************
 OF2404  DESIGNATION -  3310 MCGS 1971
 OF2404  PID         -  OF2404
 OF2404  STATE/COUNTY-  NY/MONROE
 OF2404  USGS QUAD   -  SPENCERPORT (1978)
 OF2404
 OF2404                         *CURRENT SURVEY CONTROL
 OF2404  ___________________________________________________________________
 OF2404* NAD 83(1996)-  43 09 27.70175(N)    077 45 14.25924(W)     ADJUSTED  
 OF2404* NAVD 88     -       179.9    (meters)     590.     (feet)  VERTCON   
 OF2404  ___________________________________________________________________
 OF2404  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OF2404  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2404
 OF2404  HORZ ORDER  -  SECOND
 OF2404
 OF2404.The horizontal coordinates were established by classical geodetic methods
 OF2404.and adjusted by the National Geodetic Survey in January 1999..
 OF2404
 OF2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2404
 OF2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2404
 OF2404.The geoid height was determined by GEOID03.
 OF2404
 OF2404;                    North         East     Units Scale Factor Converg.
 OF2404;SPC NY W     -   351,021.871   417,450.566   MT  0.99999345   +0 34 02.3
 OF2404;SPC NY W     - 1,151,644.26  1,369,585.73   sFT  0.99999345   +0 34 02.3
 OF2404;UTM  18      - 4,782,008.910   276,098.413   MT  1.00021674   -1 53 04.2
 OF2404
 OF2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2404!SPC NY W     -   0.99997734  x   0.99999345  =   0.99997079
 OF2404!UTM  18      -   0.99997734  x   1.00021674  =   1.00019408
 OF2404
 OF2404:                Primary Azimuth Mark                     Grid Az
 OF2404:SPC NY W     -  4104 MCGS 1971                           180 01 43.4
 OF2404:UTM  18      -  4104 MCGS 1971                           182 28 49.9
 OF2404
 OF2404|---------------------------------------------------------------------|
 OF2404| PID    Reference Object                     Distance      Geod. Az  |
 OF2404|                                                           dddmmss.s |
 OF2404| OF2403 4104 MCGS 1971                      APPROX. 1.5 KM 1803545.7 |
 OF2404|---------------------------------------------------------------------|
 OF2404
 OF2404                          SUPERSEDED SURVEY CONTROL
 OF2404
 OF2404  NAD 83(1986)-  43 09 27.70878(N)    077 45 14.25763(W) AD(       ) 2
 OF2404  NAD 27      -  43 09 27.48698(N)    077 45 15.23531(W) AD(       ) 2
 OF2404  NGVD 29 (07/19/86)  180.1    (m)          591.     (f) VERT ANG       
 OF2404
 OF2404.Superseded values are not recommended for survey control.
 OF2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2404.See file dsdata.txt to determine how the superseded data were derived.
 OF2404
 OF2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7609882009(NAD 83)
 OF2404_MARKER: DD = SURVEY DISK
 OF2404_SETTING: 0 = UNSPECIFIED SETTING
 OF2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2404
 OF2404  HISTORY     - Date     Condition        Report By
 OF2404  HISTORY     - 1971     MONUMENTED       NY-055
 OF2404
 OF2404                          STATION DESCRIPTION
 OF2404
 OF2404'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2404'IN OGDEN, IN THE SW COR. OF THE INTERSECTION OF MANITOU RD. AND
 OF2404'SHEPARD ROAD
 OF2404'
 OF2404'16.0 FT W OF THE CENTERLINE MANITOU ROAD
 OF2404'
 OF2404'13.3 FT S OF THE CENTERLINE SHEPARD ROAD
 OF2404'
 OF2404'36.0 FT SE OF THE SE COR. OF DRAINAGE PIPE HEADWALL.
 OF2404'
 OF2404'20.0 FT NE OF A POLE.
 OF2404'
 OF2404'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 3310
 OF2404'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST IRON
 OF2404'FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1675 ***********************************************************************
 OF1675  DESIGNATION -  334 MCGS 1969
 OF1675  PID         -  OF1675
 OF1675  STATE/COUNTY-  NY/MONROE
 OF1675  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1675
 OF1675                         *CURRENT SURVEY CONTROL
 OF1675  ___________________________________________________________________
 OF1675* NAD 83(1996)-  43 19 37.04246(N)    077 44 54.12686(W)     ADJUSTED  
 OF1675* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 OF1675  ___________________________________________________________________
 OF1675  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 OF1675  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OF1675
 OF1675  HORZ ORDER  -  SECOND
 OF1675
 OF1675.The horizontal coordinates were established by classical geodetic methods
 OF1675.and adjusted by the National Geodetic Survey in January 1999..
 OF1675
 OF1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1675
 OF1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1675
 OF1675.The geoid height was determined by GEOID03.
 OF1675
 OF1675;                    North         East     Units Scale Factor Converg.
 OF1675;SPC NY W     -   369,829.842   417,717.636   MT  0.99999389   +0 34 22.6
 OF1675;SPC NY W     - 1,213,350.07  1,370,461.94   sFT  0.99999389   +0 34 22.6
 OF1675;UTM  18      - 4,800,792.299   277,171.334   MT  1.00021082   -1 53 11.7
 OF1675
 OF1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1675!SPC NY W     -   0.99999300  x   0.99999389  =   0.99998689
 OF1675!UTM  18      -   0.99999300  x   1.00021082  =   1.00020382
 OF1675
 OF1675:                Primary Azimuth Mark                     Grid Az
 OF1675:SPC NY W     -  355 MCGS 1969                            359 00 49.3
 OF1675:UTM  18      -  355 MCGS 1969                            001 28 23.6
 OF1675
 OF1675|---------------------------------------------------------------------|
 OF1675| PID    Reference Object                     Distance      Geod. Az  |
 OF1675|                                                           dddmmss.s |
 OF1675| OF1676 355 MCGS 1969                       APPROX. 0.6 KM 3593511.9 |
 OF1675|---------------------------------------------------------------------|
 OF1675
 OF1675                          SUPERSEDED SURVEY CONTROL
 OF1675
 OF1675  NAD 83(1986)-  43 19 37.04782(N)    077 44 54.12567(W) AD(       ) 2
 OF1675  NAD 27      -  43 19 36.83048(N)    077 44 55.09773(W) AD(       ) 2
 OF1675  NGVD 29 (07/19/86)   80.7    (m)          265.     (f) VERT ANG       
 OF1675
 OF1675.Superseded values are not recommended for survey control.
 OF1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1675.See file dsdata.txt to determine how the superseded data were derived.
 OF1675
 OF1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP7717100792(NAD 83)
 OF1675_MARKER: DD = SURVEY DISK
 OF1675_SETTING: 0 = UNSPECIFIED SETTING
 OF1675
 OF1675  HISTORY     - Date     Condition        Report By
 OF1675  HISTORY     - 1969     MONUMENTED       CGS
 OF1675  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1675
 OF1675                          STATION DESCRIPTION
 OF1675
 OF1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1675'IN GREECE ALONG PAYNE BEACH ROAD OPPOSITE MOUL ROAD.
 OF1675'
 OF1675'0.42 MILE SOUTH OF STATION PAYNE-2, 1969.
 OF1675'
 OF1675'12.0 FEET EAST OF CENTER LINE OF PAVEMENT OF PAYNE BEACH ROAD.
 OF1675'
 OF1675'1.0 FEET NORTH OF CENTER LINE EXTENDED OF PAVEMENT OF MOUL ROAD.
 OF1675'
 OF1675'52.4 FEET SOUTHEAST OF WEST END OF 12 INCH CULVERT PIPE.
 OF1675'
 OF1675'34.2 SOUTH OF EAST END OF 12 INCH CULVERT PIPE.
 OF1675'
 OF1675'5.0 FEET WEST OF NORTH POST AND 6.6 FEET NORTHWEST OF SOUTH
 OF1675'POST OF TRAFFIC SIGN.
 OF1675'
 OF1675'20.9 FEET WEST OF STATION 334, 1941.
 OF1675'
 OF1675'30.8 FEET NORTHWEST OF POLE RG AND E 318, RTC 3154.
 OF1675'
 OF1675'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1675'STAMPED 334 IN THE TOP OF A CONCRETE POST COVERED 0.2 BELOW GRADE.
 OF1675
 OF1675                          STATION RECOVERY (2002)
 OF1675
 OF1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1722 ***********************************************************************
 OF1722  DESIGNATION -  337
 OF1722  PID         -  OF1722
 OF1722  STATE/COUNTY-  NY/MONROE
 OF1722  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1722
 OF1722                         *CURRENT SURVEY CONTROL
 OF1722  ___________________________________________________________________
 OF1722* NAD 83(1996)-  43 17 53.76425(N)    077 44 56.27738(W)     ADJUSTED  
 OF1722* NAVD 88     -        81.08   (+/-2cm)     266.0    (feet)  VERTCON   
 OF1722  ___________________________________________________________________
 OF1722  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OF1722  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1722
 OF1722  HORZ ORDER  -  SECOND
 OF1722  VERT ORDER  -  THIRD ? (See Below)
 OF1722
 OF1722.The horizontal coordinates were established by classical geodetic methods
 OF1722.and adjusted by the National Geodetic Survey in January 1999..
 OF1722
 OF1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1722.The vertical order pertains to the NGVD 29 superseded value.
 OF1722
 OF1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1722
 OF1722.The geoid height was determined by GEOID03.
 OF1722
 OF1722;                    North         East     Units Scale Factor Converg.
 OF1722;SPC NY W     -   366,642.290   417,701.027   MT  0.99999386   +0 34 20.0
 OF1722;SPC NY W     - 1,202,892.25  1,370,407.45   sFT  0.99999386   +0 34 20.0
 OF1722;UTM  18      - 4,797,607.702   277,017.953   MT  1.00021167   -1 53 09.6
 OF1722
 OF1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1722!SPC NY W     -   0.99999290  x   0.99999386  =   0.99998676
 OF1722!UTM  18      -   0.99999290  x   1.00021167  =   1.00020457
 OF1722
 OF1722:                Primary Azimuth Mark                     Grid Az
 OF1722:SPC NY W     -  2939                                     000 11 40.2
 OF1722:UTM  18      -  2939                                     002 39 09.8
 OF1722
 OF1722|---------------------------------------------------------------------|
 OF1722| PID    Reference Object                     Distance      Geod. Az  |
 OF1722|                                                           dddmmss.s |
 OF1722| OF1723 2939                                APPROX. 0.6 KM 0004600.2 |
 OF1722| OF1721 2900                                 78.792 METERS 19109     |
 OF1722|---------------------------------------------------------------------|
 OF1722
 OF1722                          SUPERSEDED SURVEY CONTROL
 OF1722
 OF1722  NAD 83(1986)-  43 17 53.77095(N)    077 44 56.27637(W) AD(       ) 2
 OF1722  NAD 27      -  43 17 53.55250(N)    077 44 57.24872(W) AD(       ) 2
 OF1722  NGVD 29 (07/19/86)   81.27   (m)          266.6    (f) LEVELING    3  
 OF1722
 OF1722.Superseded values are not recommended for survey control.
 OF1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1722.See file dsdata.txt to determine how the superseded data were derived.
 OF1722
 OF1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7701897608(NAD 83)
 OF1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1722
 OF1722  HISTORY     - Date     Condition        Report By
 OF1722  HISTORY     - UNK      MONUMENTED
 OF1722  HISTORY     - 1974     GOOD             NY-055
 OF1722  HISTORY     - 20020114 GOOD             NGS
 OF1722
 OF1722                          STATION DESCRIPTION
 OF1722
 OF1722'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1722'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF1722'IN GREECE ON E SIDE OF MANITOU RD, 0.05 MI N OF HINCHER RD, 26.8 FT E
 OF1722'OF CL OF MANITOU RD, 95.8 FT N OF UTILITY POLE OTC 308 OTC RGE 306,
 OF1722'AND 0.9 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF1722'NYSS DISK STAMPED---337---IN CONCRETE POST AT GRADE.
 OF1722
 OF1722                          STATION RECOVERY (2002)
 OF1722
 OF1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1722'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0094 ***********************************************************************
 PJ0094  DESIGNATION -  34
 PJ0094  PID         -  PJ0094
 PJ0094  STATE/COUNTY-  NY/JEFFERSON
 PJ0094  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0094
 PJ0094                         *CURRENT SURVEY CONTROL
 PJ0094  ___________________________________________________________________
 PJ0094* NAD 83(1986)-  44 09 29.     (N)    076 16 47.     (W)     SCALED    
 PJ0094* NAVD 88     -        79.233  (meters)     259.95   (feet)  ADJUSTED  
 PJ0094  ___________________________________________________________________
 PJ0094  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 PJ0094  DYNAMIC HT  -          79.223 (meters)     259.92  (feet)  COMP
 PJ0094  MODELED GRAV-     980,484.1   (mgal)                       NAVD 88
 PJ0094
 PJ0094  VERT ORDER  -  FIRST     CLASS 0
 PJ0094
 PJ0094.The horizontal coordinates were scaled from a topographic map and have
 PJ0094.an estimated accuracy of +/- 6 seconds.
 PJ0094
 PJ0094.The orthometric height was determined by differential leveling
 PJ0094.and adjusted by the National Geodetic Survey in June 1991..
 PJ0094
 PJ0094.The geoid height was determined by GEOID03.
 PJ0094
 PJ0094.The dynamic height is computed by dividing the NAVD 88
 PJ0094.geopotential number by the normal gravity value computed on the
 PJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0094.degrees latitude (g = 980.6199 gals.).
 PJ0094
 PJ0094.The modeled gravity was interpolated from observed gravity values.
 PJ0094
 PJ0094;                    North         East    Units  Estimated Accuracy
 PJ0094;SPC NY C     -   461,870.      274,290.      MT  (+/- 180 meters Scaled)
 PJ0094
 PJ0094                          SUPERSEDED SURVEY CONTROL
 PJ0094
 PJ0094  NGVD 29 (??/??/92)   79.376  (m)          260.42   (f) ADJ UNCH    1 0
 PJ0094
 PJ0094.Superseded values are not recommended for survey control.
 PJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0094.See file dsdata.txt to determine how the superseded data were derived.
 PJ0094
 PJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP976902(NAD 83)
 PJ0094_MARKER: B = BOLT
 PJ0094_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0094_SP_SET: ROCK LEDGE
 PJ0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0094+STABILITY: POSITION/ELEVATION WELL
 PJ0094
 PJ0094  HISTORY     - Date     Condition        Report By
 PJ0094  HISTORY     - UNK      MONUMENTED       CGS
 PJ0094  HISTORY     - 1899     GOOD             NGS
 PJ0094
 PJ0094                          STATION DESCRIPTION
 PJ0094
 PJ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1899
 PJ0094'3.8 MILES FROM CAPE VINCENT.
 PJ0094'34 BM IS IN JEFFERSON COUNTY, NEW YORK, APPROXIMATLEY 3.8 MILES
 PJ0094'DOWNRIVER FROM INTERSECTION OF BROADWAY AND MARKET STREETS IN
 PJ0094'CAPE VINCENT, ABOUT 400 FEET NORTHERLY OF CENTERLINE OF NEW YORK
 PJ0094'HIGHWAY 12E, ABOUT 344 FEET EASTERLY OF CENTERLINE OF GRAVEL DRIVE
 PJ0094'LEADING TO COTTAGES, 82.6 FEET NORTHEAST OF A TRIANGULAR BLAZE IN A
 PJ0094'MANY TRUNKED ELM, 75.8 FEET EASTERLY OF A TRIANGULAR BLAZE IN A
 PJ0094'THREE-TRUNKED POPLAR, 25 FEET SOUTH OF A KNOLL, 6 FEET FROM EDGE OF
 PJ0094'ROCK LEDGE, BEING HIGHEST POINT ON TOP OF A 1/4-INCH BRASS BOLT
 PJ0094'CEMENTED INTO THE BEDROCK. (MARK IS NORTHEAST OF ARROW CHISELED IN
 PJ0094'A 20-FOOT CONCRETE CULVERT NEAR THE HIGHWAY.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1783 ***********************************************************************
 KU1783  DESIGNATION -  34 USN
 KU1783  PID         -  KU1783
 KU1783  STATE/COUNTY-  NY/KINGS
 KU1783  USGS QUAD   -  BROOKLYN (1979)
 KU1783
 KU1783                         *CURRENT SURVEY CONTROL
 KU1783  ___________________________________________________________________
 KU1783* NAD 83(1986)-  40 42 00.     (N)    073 58 18.     (W)     SCALED    
 KU1783* NAVD 88     -         2.523  (meters)       8.28   (feet)  ADJUSTED  
 KU1783  ___________________________________________________________________
 KU1783  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1783  DYNAMIC HT  -           2.522 (meters)       8.27  (feet)  COMP
 KU1783  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 KU1783
 KU1783  VERT ORDER  -  FIRST     CLASS II
 KU1783
 KU1783.The horizontal coordinates were scaled from a topographic map and have
 KU1783.an estimated accuracy of +/- 6 seconds.
 KU1783
 KU1783.The orthometric height was determined by differential leveling
 KU1783.and adjusted by the National Geodetic Survey in June 1991..
 KU1783
 KU1783.The geoid height was determined by GEOID03.
 KU1783
 KU1783.The dynamic height is computed by dividing the NAVD 88
 KU1783.geopotential number by the normal gravity value computed on the
 KU1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1783.degrees latitude (g = 980.6199 gals.).
 KU1783
 KU1783.The modeled gravity was interpolated from observed gravity values.
 KU1783
 KU1783;                    North         East    Units  Estimated Accuracy
 KU1783;SPC NY L     -    59,230.      302,400.      MT  (+/- 180 meters Scaled)
 KU1783
 KU1783                          SUPERSEDED SURVEY CONTROL
 KU1783
 KU1783  NGVD 29 (??/??/92)    2.860  (m)            9.38   (f) ADJ UNCH    1 2
 KU1783
 KU1783.Superseded values are not recommended for survey control.
 KU1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1783.See file dsdata.txt to determine how the superseded data were derived.
 KU1783
 KU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL868059(NAD 83)
 KU1783_MARKER: Q = CHISELED SQUARE
 KU1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1783_SP_SET: COLUMN
 KU1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1783
 KU1783  HISTORY     - Date     Condition        Report By
 KU1783  HISTORY     - UNK      MONUMENTED       DOD
 KU1783  HISTORY     - 1952     GOOD             NGS
 KU1783
 KU1783                          STATION DESCRIPTION
 KU1783
 KU1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1783'AT NEW YORK.
 KU1783'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD
 KU1783'LOCATED ON WEST WAY, IN THE TOP OF THE SOUTHEAST CORNER OF
 KU1783'STEEL BASE PLATE OF BASE OF SECOND STEEL COLUMN FROM NORTH END,
 KU1783'13.2 FEET EAST OF EAST RAIL OF RAILROAD TRACK AND ABOUT 3 FEET
 KU1783'ABOVE WEST WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1109 ***********************************************************************
 OF1109  DESIGNATION -  340
 OF1109  PID         -  OF1109
 OF1109  STATE/COUNTY-  NY/MONROE
 OF1109  USGS QUAD   -  HILTON (1976)
 OF1109
 OF1109                         *CURRENT SURVEY CONTROL
 OF1109  ___________________________________________________________________
 OF1109* NAD 83(1986)-  43 15 50.     (N)    077 45 02.     (W)     SCALED    
 OF1109* NAVD 88     -        91.416  (meters)     299.92   (feet)  ADJUSTED  
 OF1109  ___________________________________________________________________
 OF1109  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1109  DYNAMIC HT  -          91.396 (meters)     299.86  (feet)  COMP
 OF1109  MODELED GRAV-     980,396.9   (mgal)                       NAVD 88
 OF1109
 OF1109  VERT ORDER  -  FIRST     CLASS II
 OF1109
 OF1109.The horizontal coordinates were scaled from a topographic map and have
 OF1109.an estimated accuracy of +/- 6 seconds.
 OF1109
 OF1109.The orthometric height was determined by differential leveling
 OF1109.and adjusted by the National Geodetic Survey in September 1994..
 OF1109
 OF1109.The geoid height was determined by GEOID03.
 OF1109
 OF1109.The dynamic height is computed by dividing the NAVD 88
 OF1109.geopotential number by the normal gravity value computed on the
 OF1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1109.degrees latitude (g = 980.6199 gals.).
 OF1109
 OF1109.The modeled gravity was interpolated from observed gravity values.
 OF1109
 OF1109;                    North         East    Units  Estimated Accuracy
 OF1109;SPC NY W     -   362,820.      417,610.      MT  (+/- 180 meters Scaled)
 OF1109
 OF1109                          SUPERSEDED SURVEY CONTROL
 OF1109
 OF1109  NAVD 88 (06/15/91)   91.425  (m)          299.95   (f) UNKNOWN     1 2
 OF1109  NGVD 29 (??/??/92)   91.611  (m)          300.56   (f) ADJ UNCH    1 2
 OF1109
 OF1109.Superseded values are not recommended for survey control.
 OF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1109.See file dsdata.txt to determine how the superseded data were derived.
 OF1109
 OF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN767937(NAD 83)
 OF1109_MARKER: DD = SURVEY DISK
 OF1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1109_STAMPING: 340
 OF1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1109+STABILITY: SURFACE MOTION
 OF1109
 OF1109  HISTORY     - Date     Condition        Report By
 OF1109  HISTORY     - UNK      MONUMENTED       NYGS
 OF1109  HISTORY     - 1942     GOOD             NGS
 OF1109
 OF1109                          STATION DESCRIPTION
 OF1109
 OF1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF1109'3.2 MI N FROM WEST GREECE.
 OF1109'TO REACH FROM WEST GREECE GO NORTHERLY ABOUT 3.2 MILES ALONG
 OF1109'MANITOU ROAD TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 51.0 FEET
 OF1109'NORTHEAST OF CONCRETE CULVERT. ABOUT 30.0 FEET EAST OF AND LEVEL
 OF1109'WITH CENTERLINE OF MANITOU ROAD. ABOUT 3.0 FEET WEST OF METAL SIGN
 OF1109'MARKED, U.S. MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0164 ***********************************************************************
 KU0164  DESIGNATION -  342.40
 KU0164  PID         -  KU0164
 KU0164  STATE/COUNTY-  NY/SUFFOLK
 KU0164  USGS QUAD   -  EASTPORT (1956)
 KU0164
 KU0164                         *CURRENT SURVEY CONTROL
 KU0164  ___________________________________________________________________
 KU0164* NAD 83(1986)-  40 49 48.     (N)    072 39 06.     (W)     SCALED    
 KU0164* NAVD 88     -        13.835  (meters)      45.39   (feet)  ADJUSTED  
 KU0164  ___________________________________________________________________
 KU0164  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU0164  DYNAMIC HT  -          13.830 (meters)      45.37  (feet)  COMP
 KU0164  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 KU0164
 KU0164  VERT ORDER  -  SECOND    CLASS 0
 KU0164
 KU0164.The horizontal coordinates were scaled from a topographic map and have
 KU0164.an estimated accuracy of +/- 6 seconds.
 KU0164
 KU0164.The orthometric height was determined by differential leveling
 KU0164.and adjusted by the National Geodetic Survey in June 1991..
 KU0164
 KU0164.The geoid height was determined by GEOID03.
 KU0164
 KU0164.The dynamic height is computed by dividing the NAVD 88
 KU0164.geopotential number by the normal gravity value computed on the
 KU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0164.degrees latitude (g = 980.6199 gals.).
 KU0164
 KU0164.The modeled gravity was interpolated from observed gravity values.
 KU0164
 KU0164;                    North         East    Units  Estimated Accuracy
 KU0164;SPC NY L     -    74,540.      413,730.      MT  (+/- 180 meters Scaled)
 KU0164
 KU0164                          SUPERSEDED SURVEY CONTROL
 KU0164
 KU0164  NGVD 29 (??/??/92)   14.122  (m)           46.33   (f) ADJ UNCH    2 0
 KU0164
 KU0164.Superseded values are not recommended for survey control.
 KU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0164.See file dsdata.txt to determine how the superseded data were derived.
 KU0164
 KU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL980225(NAD 83)
 KU0164_MARKER: Z = SEE DESCRIPTION
 KU0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0164_SP_SET: DOORSILL
 KU0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0164
 KU0164  HISTORY     - Date     Condition        Report By
 KU0164  HISTORY     - UNK      MONUMENTED       LIRR
 KU0164  HISTORY     - 1932     GOOD             NGS
 KU0164  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU0164
 KU0164                          STATION DESCRIPTION
 KU0164
 KU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0164'AT WESTHAMPTON.
 KU0164'AT WESTHAMPTON, SUFFOLK COUNTY, AT THE LONG ISLAND RAILROAD
 KU0164'STATION, ON THE TOP OF THE EAST END OF THE SILL OF THE WAITING
 KU0164'ROOM DOOR, 22 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 KU0164'AND 7 INCHES ABOVE THE CONCRETE WALK.  AN UNMARKED POINT.
 KU0164
 KU0164                          STATION RECOVERY (1990)
 KU0164
 KU0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCB)
 KU0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1051 ***********************************************************************
 LX1051  DESIGNATION -  343
 LX1051  PID         -  LX1051
 LX1051  STATE/COUNTY-  NY/WESTCHESTER
 LX1051  USGS QUAD   -  HAVERSTRAW (1979)
 LX1051
 LX1051                         *CURRENT SURVEY CONTROL
 LX1051  ___________________________________________________________________
 LX1051* NAD 83(1986)-  41 12 13.     (N)    073 53 26.     (W)     SCALED    
 LX1051* NAVD 88     -         3.644  (meters)      11.96   (feet)  ADJUSTED  
 LX1051  ___________________________________________________________________
 LX1051  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX1051  DYNAMIC HT  -           3.643 (meters)      11.95  (feet)  COMP
 LX1051  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 LX1051
 LX1051  VERT ORDER  -  FIRST     CLASS II
 LX1051
 LX1051.The horizontal coordinates were scaled from a topographic map and have
 LX1051.an estimated accuracy of +/- 6 seconds.
 LX1051
 LX1051.The orthometric height was determined by differential leveling
 LX1051.and adjusted by the National Geodetic Survey in June 1991..
 LX1051
 LX1051.The geoid height was determined by GEOID03.
 LX1051
 LX1051.The dynamic height is computed by dividing the NAVD 88
 LX1051.geopotential number by the normal gravity value computed on the
 LX1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1051.degrees latitude (g = 980.6199 gals.).
 LX1051
 LX1051.The modeled gravity was interpolated from observed gravity values.
 LX1051
 LX1051;                    North         East    Units  Estimated Accuracy
 LX1051;SPC NY E     -   263,340.      201,110.      MT  (+/- 180 meters Scaled)
 LX1051
 LX1051                          SUPERSEDED SURVEY CONTROL
 LX1051
 LX1051  NGVD 29 (??/??/92)    3.948  (m)           12.95   (f) ADJ UNCH    1 2
 LX1051
 LX1051.Superseded values are not recommended for survey control.
 LX1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1051.See file dsdata.txt to determine how the superseded data were derived.
 LX1051
 LX1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL930619(NAD 83)
 LX1051_MARKER: B = BOLT
 LX1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1051_SP_SET: RETAINING WALL
 LX1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1051
 LX1051  HISTORY     - Date     Condition        Report By
 LX1051  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1051  HISTORY     - 1955     GOOD             NGS
 LX1051
 LX1051                          STATION DESCRIPTION
 LX1051
 LX1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1051'AT CROTON-ON-HUDSON.
 LX1051'AT CROTON-ON-HUDSON, ALONG THE NEW YORK CENTRAL RAILROAD,
 LX1051'ABOUT 0.4 MILE SOUTH ALONG THE STATION, ACROSS TRACKS FROM
 LX1051'POWER TRANSMISSION TOWER NO. 1064, ABOUT 52 YARDS NORTH OF NORTH
 LX1051'END OF SWITCH TOWER NO. CD, IN THE TOP OF THE NORTH END OF
 LX1051'A CONCRETE RETAINING WALL, 6 FEET EAST OF EAST RAIL OF EAST TRACK,
 LX1051'3.2 FEET WEST OF WEST CURB OF RIVERSIDE AVENUE, 0.8 FOOT
 LX1051'SOUTHEAST OF NORTHWEST CORNER OF RETAINING WALL AND ABOUT LEVEL
 LX1051'WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1013 ***********************************************************************
 OF1013  DESIGNATION -  3.46
 OF1013  PID         -  OF1013
 OF1013  STATE/COUNTY-  NY/MONROE
 OF1013  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1013
 OF1013                         *CURRENT SURVEY CONTROL
 OF1013  ___________________________________________________________________
 OF1013* NAD 83(1986)-  43 07 26.     (N)    077 40 47.     (W)     SCALED    
 OF1013* NAVD 88     -       170.29   (+/-2cm)     558.7    (feet)  VERTCON   
 OF1013  ___________________________________________________________________
 OF1013  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF1013
 OF1013  VERT ORDER  -  THIRD (See Below)
 OF1013
 OF1013.The horizontal coordinates were scaled from a topographic map and have
 OF1013.an estimated accuracy of +/- 6 seconds.
 OF1013
 OF1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1013.The vertical order pertains to the NGVD 29 superseded value.
 OF1013
 OF1013.The geoid height was determined by GEOID03.
 OF1013
 OF1013;                    North         East    Units  Estimated Accuracy
 OF1013;SPC NY W     -   347,330.      423,530.      MT  (+/- 180 meters Scaled)
 OF1013
 OF1013                          SUPERSEDED SURVEY CONTROL
 OF1013
 OF1013  NGVD 29 (??/??/??)  170.47   (m)          559.3    (f) RESET       3  
 OF1013
 OF1013.Superseded values are not recommended for survey control.
 OF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1013.See file dsdata.txt to determine how the superseded data were derived.
 OF1013
 OF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN820780(NAD 83)
 OF1013_MARKER: Z = SEE DESCRIPTION
 OF1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1013_SP_SET: BRIDGE ABUTMENT
 OF1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1013
 OF1013  HISTORY     - Date     Condition        Report By
 OF1013  HISTORY     - UNK      MONUMENTED       BORR
 OF1013  HISTORY     - 1920     GOOD             NGS
 OF1013
 OF1013                          STATION DESCRIPTION
 OF1013
 OF1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OF1013'1.9 MI SW FROM ROCHESTER.
 OF1013'ON BRIDGE 3.46 ON BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK
 OF1013'132 + 35.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1289 ***********************************************************************
 KU1289  DESIGNATION -  348
 KU1289  PID         -  KU1289
 KU1289  STATE/COUNTY-  NY/KINGS
 KU1289  USGS QUAD   -  BROOKLYN (1979)
 KU1289
 KU1289                         *CURRENT SURVEY CONTROL
 KU1289  ___________________________________________________________________
 KU1289* NAD 83(1986)-  40 39 26.     (N)    073 58 33.     (W)     SCALED    
 KU1289* NAVD 88     -        39.036  (meters)     128.07   (feet)  ADJUSTED  
 KU1289  ___________________________________________________________________
 KU1289  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU1289  DYNAMIC HT  -          39.021 (meters)     128.02  (feet)  COMP
 KU1289  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 KU1289
 KU1289  VERT ORDER  -  FIRST     CLASS II
 KU1289
 KU1289.The horizontal coordinates were scaled from a topographic map and have
 KU1289.an estimated accuracy of +/- 6 seconds.
 KU1289
 KU1289.The orthometric height was determined by differential leveling
 KU1289.and adjusted by the National Geodetic Survey in June 1991..
 KU1289
 KU1289.The geoid height was determined by GEOID03.
 KU1289
 KU1289.The dynamic height is computed by dividing the NAVD 88
 KU1289.geopotential number by the normal gravity value computed on the
 KU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1289.degrees latitude (g = 980.6199 gals.).
 KU1289
 KU1289.The modeled gravity was interpolated from observed gravity values.
 KU1289
 KU1289;                    North         East    Units  Estimated Accuracy
 KU1289;SPC NY L     -    54,470.      302,040.      MT  (+/- 180 meters Scaled)
 KU1289
 KU1289                          SUPERSEDED SURVEY CONTROL
 KU1289
 KU1289  NGVD 29 (??/??/92)   39.373  (m)          129.18   (f) ADJ UNCH    1 2
 KU1289
 KU1289.Superseded values are not recommended for survey control.
 KU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1289.See file dsdata.txt to determine how the superseded data were derived.
 KU1289
 KU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL865012(NAD 83)
 KU1289_MARKER: Z = SEE DESCRIPTION
 KU1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1289_SP_SET: BUTTRESS
 KU1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1289+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU1289
 KU1289  HISTORY     - Date     Condition        Report By
 KU1289  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1289  HISTORY     - 1952     GOOD             NGS
 KU1289  HISTORY     - 20060216 GOOD             GEOCAC
 KU1289
 KU1289                          STATION DESCRIPTION
 KU1289
 KU1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1289'AT NEW YORK.
 KU1289'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT 11TH AVENUE AND WINDSOR
 KU1289'PLACE, SET VERTICALLY IN SOUTHWEST FACE OF BUTTRESS ON NORTHWEST
 KU1289'SIDE OF PUBLIC SCHOOL NO. 154, 45 FEET NORTHEAST OF CENTER OF
 KU1289'11TH AVENUE PUBLIC ENTRANCE TO SCHOOL 0.8 FOOT ABOVE LEVEL OF
 KU1289'GROUND AND IS A 1-INCH SQUARE BRACKET OR PLUG, THE TOP SURFACE
 KU1289'USED AS MARK.
 KU1289
 KU1289                          STATION RECOVERY (2006)
 KU1289
 KU1289'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1289'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU1289' 
 KU1289'AT THIS TIME THERE IS CONSTRUCTION GOING ON AT THIS SCHOOL AND ACCESS
 KU1289'TO THE MARK, WHICH IS IN A FENCED AREA, WOULD NEED TO BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1290 ***********************************************************************
 KU1290  DESIGNATION -  349
 KU1290  PID         -  KU1290
 KU1290  STATE/COUNTY-  NY/KINGS
 KU1290  USGS QUAD   -  BROOKLYN (1979)
 KU1290
 KU1290                         *CURRENT SURVEY CONTROL
 KU1290  ___________________________________________________________________
 KU1290* NAD 83(1986)-  40 39 26.     (N)    073 58 33.     (W)     SCALED    
 KU1290* NAVD 88     -        40.374  (meters)     132.46   (feet)  ADJUSTED  
 KU1290  ___________________________________________________________________
 KU1290  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU1290  DYNAMIC HT  -          40.359 (meters)     132.41  (feet)  COMP
 KU1290  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 KU1290
 KU1290  VERT ORDER  -  FIRST     CLASS II
 KU1290
 KU1290.The horizontal coordinates were scaled from a topographic map and have
 KU1290.an estimated accuracy of +/- 6 seconds.
 KU1290
 KU1290.The orthometric height was determined by differential leveling
 KU1290.and adjusted by the National Geodetic Survey in June 1991..
 KU1290
 KU1290.The geoid height was determined by GEOID03.
 KU1290
 KU1290.The dynamic height is computed by dividing the NAVD 88
 KU1290.geopotential number by the normal gravity value computed on the
 KU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1290.degrees latitude (g = 980.6199 gals.).
 KU1290
 KU1290.The modeled gravity was interpolated from observed gravity values.
 KU1290
 KU1290;                    North         East    Units  Estimated Accuracy
 KU1290;SPC NY L     -    54,470.      302,040.      MT  (+/- 180 meters Scaled)
 KU1290
 KU1290                          SUPERSEDED SURVEY CONTROL
 KU1290
 KU1290  NGVD 29 (??/??/92)   40.712  (m)          133.57   (f) ADJ UNCH    1 2
 KU1290
 KU1290.Superseded values are not recommended for survey control.
 KU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1290.See file dsdata.txt to determine how the superseded data were derived.
 KU1290
 KU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL865012(NAD 83)
 KU1290_MARKER: DD = SURVEY DISK
 KU1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1290_SP_SET: BUTTRESS
 KU1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1290+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU1290
 KU1290  HISTORY     - Date     Condition        Report By
 KU1290  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1290  HISTORY     - 1952     GOOD             NGS
 KU1290  HISTORY     - 20060216 GOOD             GEOCAC
 KU1290
 KU1290                          STATION DESCRIPTION
 KU1290
 KU1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1290'AT NEW YORK.
 KU1290'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT 11TH AVENUE AND WINDSOR
 KU1290'PLACE, SET VERTICALLY IN SOUTHWEST FACE OF BUTTRESS ON NORTHWEST
 KU1290'SIDE OF PUBLIC SCHOOL BUILDING NO. 154, 45 FEET NORTHEAST OF
 KU1290'CENTER LINE OF 11TH AVENUE PUBLIC ENTRANCE TO BUILDING AND 5 1/2
 KU1290'FEET ABOVE GROUND.
 KU1290
 KU1290                          STATION RECOVERY (2006)
 KU1290
 KU1290'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1290'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU1290' 
 KU1290'AT THIS TIME THERE IS CONSTRUCTION GOING ON AT THIS SCHOOL AND ACCESS
 KU1290'TO THE MARK, WHICH IS IN A FENCED AREA, WOULD NEED TO BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0447 ***********************************************************************
 NC0447  DESIGNATION -  35
 NC0447  PID         -  NC0447
 NC0447  STATE/COUNTY-  NY/ERIE
 NC0447  USGS QUAD   -  SPRINGVILLE (1954)
 NC0447
 NC0447                         *CURRENT SURVEY CONTROL
 NC0447  ___________________________________________________________________
 NC0447* NAD 83(1986)-  42 30 26.     (N)    078 40 37.     (W)     SCALED    
 NC0447* NAVD 88     -       406.730  (meters)    1334.41   (feet)  ADJUSTED  
 NC0447  ___________________________________________________________________
 NC0447  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NC0447  DYNAMIC HT  -         406.588 (meters)    1333.95  (feet)  COMP
 NC0447  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 NC0447
 NC0447  VERT ORDER  -  FIRST     CLASS I
 NC0447
 NC0447.The horizontal coordinates were scaled from a topographic map and have
 NC0447.an estimated accuracy of +/- 6 seconds.
 NC0447
 NC0447.The orthometric height was determined by differential leveling
 NC0447.and adjusted by the National Geodetic Survey in June 1991..
 NC0447
 NC0447.The geoid height was determined by GEOID03.
 NC0447
 NC0447.The dynamic height is computed by dividing the NAVD 88
 NC0447.geopotential number by the normal gravity value computed on the
 NC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0447.degrees latitude (g = 980.6199 gals.).
 NC0447
 NC0447.The modeled gravity was interpolated from observed gravity values.
 NC0447
 NC0447;                    North         East    Units  Estimated Accuracy
 NC0447;SPC NY W     -   278,440.      342,310.      MT  (+/- 180 meters Scaled)
 NC0447
 NC0447                          SUPERSEDED SURVEY CONTROL
 NC0447
 NC0447  NGVD 29 (??/??/92)  406.885  (m)         1334.92   (f) ADJ UNCH    1 1
 NC0447
 NC0447.Superseded values are not recommended for survey control.
 NC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0447.See file dsdata.txt to determine how the superseded data were derived.
 NC0447
 NC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH908087(NAD 83)
 NC0447_MARKER: DD = SURVEY DISK
 NC0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0447_SP_SET: STEP
 NC0447_STAMPING: 35 DOP 1961 1335
 NC0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0447
 NC0447  HISTORY     - Date     Condition        Report By
 NC0447  HISTORY     - 1961     MONUMENTED       USGS
 NC0447  HISTORY     - 1967     GOOD             NGS
 NC0447  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 NC0447
 NC0447                          STATION DESCRIPTION
 NC0447
 NC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0447'IN SPRINGVILLE.
 NC0447'AT SPRINGVILLE, ABOUT 0.15 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO
 NC0447'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 39 (MAIN STREET) AT
 NC0447'SPRINGVILLE, AT THE CROSSING OF WAVERLY STREET, SET ON THE TOP OF THE
 NC0447'WEST END OF THE TOP CONCRETE STEP AT CELLAR ENTRANCE ON THE SOUTH SIDE
 NC0447'OF JOE OTT RESIDENCE, 152 FEET EAST OF AND ACROSS NASON BLVD FROM THE
 NC0447'EAST RAIL OF THE TRACK, 67 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 NC0447'WAVERLY STREET, 8.5 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 NC0447'TWO-STORIED PORTION OF THE RESIDENCE AND 1 FOOT BELOW THE LEVEL OF THE
 NC0447'TRACK.
 NC0447
 NC0447                          STATION RECOVERY (2004)
 NC0447
 NC0447'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC0447'HOUSE WAS COMPLETELY DEMOLISHED AND REMOVED IN 1980. AREA HAS BEEN
 NC0447'FILLED IN AND SEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0692 ***********************************************************************
 MZ0692  DESIGNATION -  35
 MZ0692  PID         -  MZ0692
 MZ0692  STATE/COUNTY-  NY/COLUMBIA
 MZ0692  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0692
 MZ0692                         *CURRENT SURVEY CONTROL
 MZ0692  ___________________________________________________________________
 MZ0692* NAD 83(1986)-  42 25 10.     (N)    073 30 22.     (W)     SCALED    
 MZ0692* NAVD 88     -       226.978  (meters)     744.68   (feet)  ADJUSTED  
 MZ0692  ___________________________________________________________________
 MZ0692  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 MZ0692  DYNAMIC HT  -         226.899 (meters)     744.42  (feet)  COMP
 MZ0692  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 MZ0692
 MZ0692  VERT ORDER  -  FIRST     CLASS II
 MZ0692
 MZ0692.The horizontal coordinates were scaled from a topographic map and have
 MZ0692.an estimated accuracy of +/- 6 seconds.
 MZ0692
 MZ0692.The orthometric height was determined by differential leveling
 MZ0692.and adjusted by the National Geodetic Survey in June 1991..
 MZ0692
 MZ0692.The geoid height was determined by GEOID03.
 MZ0692
 MZ0692.The dynamic height is computed by dividing the NAVD 88
 MZ0692.geopotential number by the normal gravity value computed on the
 MZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0692.degrees latitude (g = 980.6199 gals.).
 MZ0692
 MZ0692.The modeled gravity was interpolated from observed gravity values.
 MZ0692
 MZ0692;                    North         East    Units  Estimated Accuracy
 MZ0692;SPC NY E     -   398,670.      231,790.      MT  (+/- 180 meters Scaled)
 MZ0692
 MZ0692                          SUPERSEDED SURVEY CONTROL
 MZ0692
 MZ0692  NGVD 29 (??/??/92)  227.138  (m)          745.20   (f) ADJ UNCH    1 2
 MZ0692
 MZ0692.Superseded values are not recommended for survey control.
 MZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0692.See file dsdata.txt to determine how the superseded data were derived.
 MZ0692
 MZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM229974(NAD 83)
 MZ0692_MARKER: N = NAIL
 MZ0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0692_SP_SET: ELM TREE
 MZ0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0692
 MZ0692  HISTORY     - Date     Condition        Report By
 MZ0692  HISTORY     - UNK      MONUMENTED       NYHD
 MZ0692  HISTORY     - 1933     GOOD             NGS
 MZ0692
 MZ0692                          STATION DESCRIPTION
 MZ0692
 MZ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0692'1.2 MI E FROM EAST CHATHAM.
 MZ0692'ON BOSTON AND ALBANY RAILROAD, 230 FEET NE OF RAILROAD TRACKS, 90 FEET
 MZ0692'SW OF I. F. MATHERS HOUSE, 20 FEET S OF CANAAN OF NEW YORK ROAD, IN
 MZ0692'ROOT OF 30 INCH ELM TREE, 2 FEET BELOW CENTER LINE OF GRADE OF DIRT
 MZ0692'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0590 ***********************************************************************
 MZ0590  DESIGNATION -  35 R=SERIAL 1643
 MZ0590  PID         -  MZ0590
 MZ0590  STATE/COUNTY-  NY/COLUMBIA
 MZ0590  USGS QUAD   -  CEMENTON (1980)
 MZ0590
 MZ0590                         *CURRENT SURVEY CONTROL
 MZ0590  ___________________________________________________________________
 MZ0590* NAD 83(1986)-  42 08 38.     (N)    073 53 37.     (W)     SCALED    
 MZ0590* NAVD 88     -         2.797  (meters)       9.18   (feet)  ADJUSTED  
 MZ0590  ___________________________________________________________________
 MZ0590  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0590  DYNAMIC HT  -           2.796 (meters)       9.17  (feet)  COMP
 MZ0590  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 MZ0590
 MZ0590  VERT ORDER  -  FIRST     CLASS II
 MZ0590
 MZ0590.The horizontal coordinates were scaled from a topographic map and have
 MZ0590.an estimated accuracy of +/- 6 seconds.
 MZ0590
 MZ0590.The orthometric height was determined by differential leveling
 MZ0590.and adjusted by the National Geodetic Survey in June 1991..
 MZ0590
 MZ0590.The geoid height was determined by GEOID03.
 MZ0590
 MZ0590.The dynamic height is computed by dividing the NAVD 88
 MZ0590.geopotential number by the normal gravity value computed on the
 MZ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0590.degrees latitude (g = 980.6199 gals.).
 MZ0590
 MZ0590.The modeled gravity was interpolated from observed gravity values.
 MZ0590
 MZ0590;                    North         East    Units  Estimated Accuracy
 MZ0590;SPC NY E     -   367,760.      200,120.      MT  (+/- 180 meters Scaled)
 MZ0590
 MZ0590                          SUPERSEDED SURVEY CONTROL
 MZ0590
 MZ0590  NGVD 29 (??/??/92)    3.051  (m)           10.01   (f) ADJ UNCH    1 2
 MZ0590
 MZ0590.Superseded values are not recommended for survey control.
 MZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0590.See file dsdata.txt to determine how the superseded data were derived.
 MZ0590
 MZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM914663(NAD 83)
 MZ0590_MARKER: Z = SEE DESCRIPTION
 MZ0590_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0590_SP_SET: ROCK LEDGE
 MZ0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0590+STABILITY: POSITION/ELEVATION WELL
 MZ0590
 MZ0590  HISTORY     - Date     Condition        Report By
 MZ0590  HISTORY     - UNK      MONUMENTED       USE
 MZ0590  HISTORY     - 1955     MARK NOT FOUND   NGS
 MZ0590
 MZ0590                          STATION DESCRIPTION
 MZ0590
 MZ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0590'0.6 MI N FROM GERMANTOWN.
 MZ0590'0.6 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT
 MZ0590'GERMANTOWN, COLUMBIA COUNTY, 3-1/2 RAILS SOUTH OF MILEPOST 105, 6-1/2
 MZ0590'RAILS NORTH OF CULVERT 286, ON THE TOP OF A LEDGE, 5.7 FEET EAST OF
 MZ0590'THE EAST RAIL OF THE NORTH-BOUND TRACK, AND 1-1/2 FEET LOWER THAN THE
 MZ0590'TOP OF THE RAIL. A STEP, CUT IN THE LEDGE BETWEEN THE LETTERS U.S.
 MZ0590'NOTE--THE DIRECTION FROM MILE POST IS IN APPARENT ERROR, HOWEVER, A
 MZ0590'SEARCH WAS MADE AT BOTH DIRECTIONS FROM MILE POST BUT NO MARK WAS
 MZ0590'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1805 ***********************************************************************
 PH1805  DESIGNATION -  35 SUB
 PH1805  PID         -  PH1805
 PH1805  STATE/COUNTY-  NY/ST LAWRENCE
 PH1805  USGS QUAD   -  MASSENA (1964)
 PH1805
 PH1805                         *CURRENT SURVEY CONTROL
 PH1805  ___________________________________________________________________
 PH1805* NAD 83(1996)-  44 58 38.06008(N)    074 55 58.05533(W)     ADJUSTED  
 PH1805* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 PH1805  ___________________________________________________________________
 PH1805  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 PH1805  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PH1805
 PH1805  HORZ ORDER  -  THIRD
 PH1805
 PH1805.The horizontal coordinates were established by classical geodetic methods
 PH1805.and adjusted by the National Geodetic Survey in January 1999..
 PH1805
 PH1805.The orthometric height was scaled from a topographic map.
 PH1805
 PH1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1805
 PH1805.The geoid height was determined by GEOID03.
 PH1805
 PH1805;                    North         East     Units Scale Factor Converg.
 PH1805;SPC NY E     -   682,436.117   115,865.535   MT  0.99991432   -0 18 21.3
 PH1805;SPC NY E     - 2,238,959.16    380,135.51   sFT  0.99991432   -0 18 21.3
 PH1805;UTM  18      - 4,980,424.133   505,299.025   MT  0.99960035   +0 02 51.0
 PH1805
 PH1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1805!SPC NY E     -   0.99999202  x   0.99991432  =   0.99990634
 PH1805!UTM  18      -   0.99999202  x   0.99960035  =   0.99959237
 PH1805
 PH1805|---------------------------------------------------------------------|
 PH1805| PID    Reference Object                     Distance      Geod. Az  |
 PH1805|                                                           dddmmss.s |
 PH1805| PH1804 REF MON 19 59                        44.156 METERS 01735     |
 PH1805| PH1833 PARK HYDRO 3901 CHS                 APPROX. 2.1 KM 0191322.7 |
 PH1805| PH2309 INGLESIDE W T IBC                   APPROX. 5.3 KM 3001118.4 |
 PH1805|---------------------------------------------------------------------|
 PH1805
 PH1805                          SUPERSEDED SURVEY CONTROL
 PH1805
 PH1805  NAD 83(1986)-  44 58 38.06225(N)    074 55 58.06211(W) AD(       ) 3
 PH1805  NAD 27      -  44 58 37.88300(N)    074 55 59.39500(W) AD(       ) 3
 PH1805
 PH1805.Superseded values are not recommended for survey control.
 PH1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1805.See file dsdata.txt to determine how the superseded data were derived.
 PH1805
 PH1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0529980424(NAD 83)
 PH1805_MARKER: DD = SURVEY DISK
 PH1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1805
 PH1805  HISTORY     - Date     Condition        Report By
 PH1805  HISTORY     - 1954     MONUMENTED       USLS
 PH1805  HISTORY     - 1959     GOOD             IBC
 PH1805
 PH1805                          STATION DESCRIPTION
 PH1805
 PH1805'DESCRIBED BY US LAKE SURVEY 1954 (NWS)
 PH1805'ON LONG SAULT ISLAND, ON THE RIDGE EXTENDING NORTHWARD ALONG THE
 PH1805'POINT NEAR THE WESTERN END OF THE ISLAND.  THE STATION IS ABOUT 1200
 PH1805'FEET SOUTH OF THE NORTHERN END OF THE POINT, AND AT THE TOP OF THE
 PH1805'SLOPE FROM THE WESTERN SIDE OF THE POINT.
 PH1805'
 PH1805'STATION MARK--A UNITED STATES LAKE SURVEY BRONZE TABLET SET FLUSH WITH
 PH1805'THE GROUND IN A 6 - INCH CYLINDER OF CONCRETE 30 INCHES IN LENGTH.
 PH1805'THE TABLET IS MARKED---35 SUB, U.S.L.S., 1954---.  THERE IS NO
 PH1805'SUB - SURFACE MARK.  REFERENCE MARK 1 IS A TRIANGULAR BLAZE ON A
 PH1805'9 - INCH ASH, SOUTHERLY OF THE STATION, DISTANT 139 FEET.  REFERENCE
 PH1805'MARK 2 IS A SIMILAR BLAZE IN A 19 - INCH HICKORY SOUTHEASTERLY OF THE
 PH1805'STATION, DISTANT 82.5 FEET.  REFERENCE MARK 3, IS A USLS DISK SET IN A
 PH1805'6 - INCH CYLINDER OF CONCRETE, ABOUT 40 FEET NORTH OF A BLAZED HICKORY
 PH1805'TREE, AND IN LINE WITH A LARGE BOULDER NEAR A LONE ELM TREE,
 PH1805'N 19 DEG 04 MIN E, DISTANT 809.6 FEET.  THE STATION IS ALSO
 PH1805'REFERENCED BY INTERNATIONAL BOUNDARY COMMISSION REFERENCE MONUMENT
 PH1805'19 - 59 WHICH LIES N 17 DEG 35 MIN E, DISTANT 144.845 FEET.
 PH1805
 PH1805                          STATION RECOVERY (1959)
 PH1805
 PH1805'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1805'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1781 ***********************************************************************
 KU1781  DESIGNATION -  35 USN
 KU1781  PID         -  KU1781
 KU1781  STATE/COUNTY-  NY/KINGS
 KU1781  USGS QUAD   -  BROOKLYN (1979)
 KU1781
 KU1781                         *CURRENT SURVEY CONTROL
 KU1781  ___________________________________________________________________
 KU1781* NAD 83(1986)-  40 42 04.     (N)    073 58 23.     (W)     SCALED    
 KU1781* NAVD 88     -         2.656  (meters)       8.71   (feet)  ADJUSTED  
 KU1781  ___________________________________________________________________
 KU1781  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1781  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 KU1781  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 KU1781
 KU1781  VERT ORDER  -  FIRST     CLASS II
 KU1781
 KU1781.The horizontal coordinates were scaled from a topographic map and have
 KU1781.an estimated accuracy of +/- 6 seconds.
 KU1781
 KU1781.The orthometric height was determined by differential leveling
 KU1781.and adjusted by the National Geodetic Survey in June 1991..
 KU1781
 KU1781.The geoid height was determined by GEOID03.
 KU1781
 KU1781.The dynamic height is computed by dividing the NAVD 88
 KU1781.geopotential number by the normal gravity value computed on the
 KU1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1781.degrees latitude (g = 980.6199 gals.).
 KU1781
 KU1781.The modeled gravity was interpolated from observed gravity values.
 KU1781
 KU1781;                    North         East    Units  Estimated Accuracy
 KU1781;SPC NY L     -    59,350.      302,280.      MT  (+/- 180 meters Scaled)
 KU1781
 KU1781                          SUPERSEDED SURVEY CONTROL
 KU1781
 KU1781  NGVD 29 (??/??/92)    2.994  (m)            9.82   (f) ADJ UNCH    1 2
 KU1781
 KU1781.Superseded values are not recommended for survey control.
 KU1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1781.See file dsdata.txt to determine how the superseded data were derived.
 KU1781
 KU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867060(NAD 83)
 KU1781_MARKER: Q = CHISELED SQUARE
 KU1781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1781_SP_SET: COLUMN
 KU1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1781
 KU1781  HISTORY     - Date     Condition        Report By
 KU1781  HISTORY     - UNK      MONUMENTED       DOD
 KU1781  HISTORY     - 1952     GOOD             NGS
 KU1781
 KU1781                          STATION DESCRIPTION
 KU1781
 KU1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1781'AT NEW YORK.
 KU1781'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1781'LOCATED ON WEST SIDE OF WEST WAY PASSAGEWAY TO BIG MEANY PIER, IN
 KU1781'THE TOP OF NORTHEAST CORNER OF NORTH END OF 5TH STEEL COLUMN AND
 KU1781'IN TOP OF STEEL BASE PLATE, 4 FEET WEST OF WEST RAIL OF TRACK
 KU1781'ALONG WEST WAY AND ABOUT 1 1/2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1291 ***********************************************************************
 KU1291  DESIGNATION -  350
 KU1291  PID         -  KU1291
 KU1291  STATE/COUNTY-  NY/KINGS
 KU1291  USGS QUAD   -  BROOKLYN (1979)
 KU1291
 KU1291                         *CURRENT SURVEY CONTROL
 KU1291  ___________________________________________________________________
 KU1291* NAD 83(1986)-  40 39 39.     (N)    073 58 46.     (W)     SCALED    
 KU1291* NAVD 88     -        46.669  (meters)     153.11   (feet)  ADJUSTED  
 KU1291  ___________________________________________________________________
 KU1291  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU1291  DYNAMIC HT  -          46.651 (meters)     153.05  (feet)  COMP
 KU1291  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 KU1291
 KU1291  VERT ORDER  -  FIRST     CLASS II
 KU1291
 KU1291.The horizontal coordinates were scaled from a topographic map and have
 KU1291.an estimated accuracy of +/- 6 seconds.
 KU1291
 KU1291.The orthometric height was determined by differential leveling
 KU1291.and adjusted by the National Geodetic Survey in June 1991..
 KU1291
 KU1291.The geoid height was determined by GEOID03.
 KU1291
 KU1291.The dynamic height is computed by dividing the NAVD 88
 KU1291.geopotential number by the normal gravity value computed on the
 KU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1291.degrees latitude (g = 980.6199 gals.).
 KU1291
 KU1291.The modeled gravity was interpolated from observed gravity values.
 KU1291
 KU1291;                    North         East    Units  Estimated Accuracy
 KU1291;SPC NY L     -    54,880.      301,740.      MT  (+/- 180 meters Scaled)
 KU1291
 KU1291                          SUPERSEDED SURVEY CONTROL
 KU1291
 KU1291  NGVD 29 (??/??/92)   47.006  (m)          154.22   (f) ADJ UNCH    1 2
 KU1291
 KU1291.Superseded values are not recommended for survey control.
 KU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1291.See file dsdata.txt to determine how the superseded data were derived.
 KU1291
 KU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL862016(NAD 83)
 KU1291_MARKER: B = BOLT
 KU1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1291_SP_SET: STEP
 KU1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1291+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU1291
 KU1291  HISTORY     - Date     Condition        Report By
 KU1291  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1291  HISTORY     - 1952     GOOD             NGS
 KU1291  HISTORY     - 20060216 GOOD             GEOCAC
 KU1291
 KU1291                          STATION DESCRIPTION
 KU1291
 KU1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1291'AT NEW YORK.
 KU1291'AT NEW YORK, IN BOROUGH OF BROOKLYN, ON EAST SIDE OF
 KU1291'BARTEL-PRITCHARD SQUARE, AT SOUTH ENTRANCE TO PROSPECT PARK, A
 KU1291'7/8-INCH COPPER BOLT IN THE TOP OF NORTHEAST CORNER OF SECOND
 KU1291'STEP FROM BOTTOM OF BASE OF COLUMN ON SOUTH SIDE OF PARK ENTRANCE
 KU1291'AND ABOUT 2 FEET ABOVE SIDE WALK.
 KU1291
 KU1291                          STATION RECOVERY (2006)
 KU1291
 KU1291'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1291'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE INSCRIPTION ON THE
 KU1291'BOLT IS NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2185 ***********************************************************************
 OF2185  DESIGNATION -  3500
 OF2185  PID         -  OF2185
 OF2185  STATE/COUNTY-  NY/MONROE
 OF2185  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2185
 OF2185                         *CURRENT SURVEY CONTROL
 OF2185  ___________________________________________________________________
 OF2185* NAD 83(1996)-  43 00 11.86288(N)    077 42 56.29933(W)     ADJUSTED  
 OF2185* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 OF2185  ___________________________________________________________________
 OF2185  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 OF2185  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OF2185
 OF2185  HORZ ORDER  -  SECOND
 OF2185
 OF2185.The horizontal coordinates were established by classical geodetic methods
 OF2185.and adjusted by the National Geodetic Survey in January 1999..
 OF2185
 OF2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2185
 OF2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2185
 OF2185.The geoid height was determined by GEOID03.
 OF2185
 OF2185;                    North         East     Units Scale Factor Converg.
 OF2185;SPC NY W     -   333,901.456   420,744.650   MT  0.99999905   +0 35 30.6
 OF2185;SPC NY W     - 1,095,475.03  1,380,393.07   sFT  0.99999905   +0 35 30.6
 OF2185;UTM  18      - 4,764,759.724   278,658.691   MT  1.00020274   -1 51 10.5
 OF2185
 OF2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2185!SPC NY W     -   0.99997678  x   0.99999905  =   0.99997583
 OF2185!UTM  18      -   0.99997678  x   1.00020274  =   1.00017951
 OF2185
 OF2185|---------------------------------------------------------------------|
 OF2185| PID    Reference Object                     Distance      Geod. Az  |
 OF2185|                                                           dddmmss.s |
 OF2185| OF2193 3501                                256.860 METERS 09245     |
 OF2185| OF2119 TT 9K USGS 1969                     430.233 METERS 2675707.7 |
 OF2185|---------------------------------------------------------------------|
 OF2185
 OF2185                          SUPERSEDED SURVEY CONTROL
 OF2185
 OF2185  NAD 83(1986)-  43 00 11.87004(N)    077 42 56.29701(W) AD(       ) 2
 OF2185  NAD 27      -  43 00 11.64343(N)    077 42 57.28296(W) AD(       ) 2
 OF2185  NGVD 29 (07/19/86)  183.2    (m)          601.     (f) VERT ANG       
 OF2185
 OF2185.Superseded values are not recommended for survey control.
 OF2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2185.See file dsdata.txt to determine how the superseded data were derived.
 OF2185
 OF2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7865964760(NAD 83)
 OF2185_MARKER: DE = TRAVERSE STATION DISK
 OF2185_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2185
 OF2185  HISTORY     - Date     Condition        Report By
 OF2185  HISTORY     - 1973     MONUMENTED       NY-055
 OF2185  HISTORY     - 19910526 MARK NOT FOUND   USPSQD
 OF2185  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2185
 OF2185                          STATION DESCRIPTION
 OF2185
 OF2185'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2185'IN THE TOWN OF RUSH, ON SCOTTSVILLE-RUSH RD. (RT.251)
 OF2185'
 OF2185'0.8 MI. E. OF BRIDGE OVER GENESEE RIVER AND
 OF2185'
 OF2185'0.52 MI. W OF E. RIVER RD. (RT.84)
 OF2185'
 OF2185'26.5 FT N. OF CENTERLINE SCOTTSVILLE-RUSH RD.
 OF2185'
 OF2185'68.9 FT N.W. OF UTILITY POLE RTC 22
 OF2185'
 OF2185'35.6 FT N.E. OF UTILITY POLE RTC 23
 OF2185'
 OF2185'3.8 FT N. OF N. EDGE OF CONC. SIDEWALK
 OF2185'
 OF2185'1.1 FT S. OF M.C. WITNESS SIGN
 OF2185'
 OF2185'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2185'3500 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF2185
 OF2185                          STATION RECOVERY (1991)
 OF2185
 OF2185'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2185'MARK NOT FOUND.
 OF2185
 OF2185                          STATION RECOVERY (1997)
 OF2185
 OF2185'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2172 ***********************************************************************
 OF2172  DESIGNATION -  3502
 OF2172  PID         -  OF2172
 OF2172  STATE/COUNTY-  NY/MONROE
 OF2172  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2172
 OF2172                         *CURRENT SURVEY CONTROL
 OF2172  ___________________________________________________________________
 OF2172* NAD 83(1996)-  43 00 11.49483(N)    077 42 20.83722(W)     ADJUSTED  
 OF2172* NAVD 88     -       191.3    (meters)     628.     (feet)  VERTCON   
 OF2172  ___________________________________________________________________
 OF2172  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OF2172  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OF2172
 OF2172  HORZ ORDER  -  SECOND
 OF2172
 OF2172.The horizontal coordinates were established by classical geodetic methods
 OF2172.and adjusted by the National Geodetic Survey in January 1999..
 OF2172
 OF2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2172
 OF2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2172
 OF2172.The geoid height was determined by GEOID03.
 OF2172
 OF2172;                    North         East     Units Scale Factor Converg.
 OF2172;SPC NY W     -   333,898.442   421,547.909   MT  1.00000045   +0 35 54.8
 OF2172;SPC NY W     - 1,095,465.14  1,383,028.43   sFT  1.00000045   +0 35 54.8
 OF2172;UTM  18      - 4,764,722.442   279,461.251   MT  1.00019838   -1 50 46.3
 OF2172
 OF2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2172!SPC NY W     -   0.99997548  x   1.00000045  =   0.99997593
 OF2172!UTM  18      -   0.99997548  x   1.00019838  =   1.00017385
 OF2172
 OF2172                          SUPERSEDED SURVEY CONTROL
 OF2172
 OF2172  NAD 83(1986)-  43 00 11.50202(N)    077 42 20.83485(W) AD(       ) 2
 OF2172  NAD 27      -  43 00 11.27537(N)    077 42 21.82400(W) AD(       ) 2
 OF2172  NGVD 29 (07/19/86)  191.5    (m)          628.     (f) VERT ANG       
 OF2172
 OF2172.Superseded values are not recommended for survey control.
 OF2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2172.See file dsdata.txt to determine how the superseded data were derived.
 OF2172
 OF2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7946164722(NAD 83)
 OF2172_MARKER: DE = TRAVERSE STATION DISK
 OF2172_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2172
 OF2172  HISTORY     - Date     Condition        Report By
 OF2172  HISTORY     - 1973     MONUMENTED       NY-055
 OF2172  HISTORY     - 19910526 GOOD             USPSQD
 OF2172  HISTORY     - 19970426 GOOD             USPSQD
 OF2172
 OF2172                          STATION DESCRIPTION
 OF2172
 OF2172'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2172'IN THE TOWN OF RUSH, AT INTERSECTION OF SCOTTSVILLE-RUSH RD.
 OF2172'(RT 251) AND EAST RIVER RD. (RT.84)
 OF2172'
 OF2172'42.1 FT W. OF CENTERLINE EAST RIVER RD.
 OF2172'
 OF2172'16.4 FT N.W. OF CENTER OF STORM CATCH BASIN
 OF2172'
 OF2172'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2172'3502 IN THE TOP OF A CONCRETE POST COVERED 1.0 WITH A CAST IRON
 OF2172'FRAME AND COVER.
 OF2172
 OF2172                          STATION RECOVERY (1991)
 OF2172
 OF2172'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2172'RECOVERED IN GOOD CONDITION.
 OF2172
 OF2172                          STATION RECOVERY (1997)
 OF2172
 OF2172'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2173 ***********************************************************************
 OF2173  DESIGNATION -  3503
 OF2173  PID         -  OF2173
 OF2173  STATE/COUNTY-  NY/MONROE
 OF2173  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2173
 OF2173                         *CURRENT SURVEY CONTROL
 OF2173  ___________________________________________________________________
 OF2173* NAD 83(1996)-  43 00 17.44522(N)    077 42 17.08222(W)     ADJUSTED  
 OF2173* NAVD 88     -       192.5    (meters)     632.     (feet)  VERTCON   
 OF2173  ___________________________________________________________________
 OF2173  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OF2173  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OF2173
 OF2173  HORZ ORDER  -  SECOND
 OF2173
 OF2173.The horizontal coordinates were established by classical geodetic methods
 OF2173.and adjusted by the National Geodetic Survey in January 1999..
 OF2173
 OF2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2173
 OF2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2173
 OF2173.The geoid height was determined by GEOID03.
 OF2173
 OF2173;                    North         East     Units Scale Factor Converg.
 OF2173;SPC NY W     -   334,082.945   421,631.031   MT  1.00000060   +0 35 57.4
 OF2173;SPC NY W     - 1,096,070.46  1,383,301.14   sFT  1.00000060   +0 35 57.4
 OF2173;UTM  18      - 4,764,903.267   279,552.186   MT  1.00019788   -1 50 43.9
 OF2173
 OF2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2173!SPC NY W     -   0.99997529  x   1.00000060  =   0.99997589
 OF2173!UTM  18      -   0.99997529  x   1.00019788  =   1.00017317
 OF2173
 OF2173|---------------------------------------------------------------------|
 OF2173| PID    Reference Object                     Distance      Geod. Az  |
 OF2173|                                                           dddmmss.s |
 OF2173| OF2174 3504                                350.361 METERS 02040     |
 OF2173| OF2172 3502                                202.362 METERS 20451     |
 OF2173| OF2111 1054 NYGS 1969                      400.889 METERS 2442737.1 |
 OF2173| OF2113 1055 MCGS 1969                      378.559 METERS 34826     |
 OF2173|---------------------------------------------------------------------|
 OF2173
 OF2173                          SUPERSEDED SURVEY CONTROL
 OF2173
 OF2173  NAD 83(1986)-  43 00 17.45242(N)    077 42 17.07986(W) AD(       ) 2
 OF2173  NAD 27      -  43 00 17.22574(N)    077 42 18.06919(W) AD(       ) 2
 OF2173  NGVD 29 (07/19/86)  192.7    (m)          632.     (f) VERT ANG       
 OF2173
 OF2173.Superseded values are not recommended for survey control.
 OF2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2173.See file dsdata.txt to determine how the superseded data were derived.
 OF2173
 OF2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7955264903(NAD 83)
 OF2173_MARKER: DE = TRAVERSE STATION DISK
 OF2173_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2173
 OF2173  HISTORY     - Date     Condition        Report By
 OF2173  HISTORY     - 1973     MONUMENTED       NY-055
 OF2173  HISTORY     - 19910526 MARK NOT FOUND   USPSQD
 OF2173  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2173
 OF2173                          STATION DESCRIPTION
 OF2173
 OF2173'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2173'IN THE TOWN OF RUSH, AT INTERSECTION OF EAST RIVER ROAD. (RT.84)
 OF2173'AND TELEPHONE ROAD (RT. 86)
 OF2173'
 OF2173'17.0 FT E. OF CENTERLINE OF TELEPHONE ROAD
 OF2173'
 OF2173'1.5 FT W. OF CENTERLINE OF EAST RIVER ROAD EXTENDED
 OF2173'
 OF2173'94.0 FT S.E. OF HYDRANT
 OF2173'
 OF2173'7.5 FT S. OF MOST SOUTHERLY POST OF TRAFFIC SIGN
 OF2173'
 OF2173'9.9 FT S. OF MOST NORTHERLY POST OF TRAFFIC SIGN
 OF2173'
 OF2173'6.8 FT W. OF M.C. WITNESS SIGN
 OF2173'
 OF2173'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2173'3503 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF2173
 OF2173                          STATION RECOVERY (1991)
 OF2173
 OF2173'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2173'MARK NOT FOUND.
 OF2173
 OF2173                          STATION RECOVERY (1997)
 OF2173
 OF2173'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2174 ***********************************************************************
 OF2174  DESIGNATION -  3504
 OF2174  PID         -  OF2174
 OF2174  STATE/COUNTY-  NY/MONROE
 OF2174  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2174
 OF2174                         *CURRENT SURVEY CONTROL
 OF2174  ___________________________________________________________________
 OF2174* NAD 83(1996)-  43 00 28.06798(N)    077 42 11.62170(W)     ADJUSTED  
 OF2174* NAVD 88     -       192.2    (meters)     631.     (feet)  VERTCON   
 OF2174  ___________________________________________________________________
 OF2174  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OF2174  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OF2174
 OF2174  HORZ ORDER  -  SECOND
 OF2174
 OF2174.The horizontal coordinates were established by classical geodetic methods
 OF2174.and adjusted by the National Geodetic Survey in January 1999..
 OF2174
 OF2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2174
 OF2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2174
 OF2174.The geoid height was determined by GEOID03.
 OF2174
 OF2174;                    North         East     Units Scale Factor Converg.
 OF2174;SPC NY W     -   334,412.031   421,751.262   MT  1.00000081   +0 36 01.2
 OF2174;SPC NY W     - 1,097,150.14  1,383,695.60   sFT  1.00000081   +0 36 01.2
 OF2174;UTM  18      - 4,765,226.988   279,686.372   MT  1.00019716   -1 50 40.6
 OF2174
 OF2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2174!SPC NY W     -   0.99997534  x   1.00000081  =   0.99997615
 OF2174!UTM  18      -   0.99997534  x   1.00019716  =   1.00017250
 OF2174
 OF2174|---------------------------------------------------------------------|
 OF2174| PID    Reference Object                     Distance      Geod. Az  |
 OF2174|                                                           dddmmss.s |
 OF2174| OF2177 3505                                394.018 METERS 03745     |
 OF2174| OF2113 1055 MCGS 1969                      204.155 METERS 28211     |
 OF2174|---------------------------------------------------------------------|
 OF2174
 OF2174                          SUPERSEDED SURVEY CONTROL
 OF2174
 OF2174  NAD 83(1986)-  43 00 28.07519(N)    077 42 11.61935(W) AD(       ) 2
 OF2174  NAD 27      -  43 00 27.84849(N)    077 42 12.60893(W) AD(       ) 2
 OF2174  NGVD 29 (07/19/86)  192.4    (m)          631.     (f) VERT ANG       
 OF2174
 OF2174.Superseded values are not recommended for survey control.
 OF2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2174.See file dsdata.txt to determine how the superseded data were derived.
 OF2174
 OF2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7968665227(NAD 83)
 OF2174_MARKER: DE = TRAVERSE STATION DISK
 OF2174_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2174
 OF2174  HISTORY     - Date     Condition        Report By
 OF2174  HISTORY     - 1973     MONUMENTED       NY-055
 OF2174  HISTORY     - 19910526 MARK NOT FOUND   USPSQD
 OF2174  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2174
 OF2174                          STATION DESCRIPTION
 OF2174
 OF2174'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2174'IN THE TOWN OF RUSH ON TELEPHONE RD. (RT.86), 0.85 MI. S.W. OF
 OF2174'RUSH-HENRIETTA T.L. RD. (RT.67)
 OF2174'
 OF2174'12.9 FT N.W. OF CENTERLINE TELEPHONE RD.
 OF2174'
 OF2174'2.0 FT N.W. OF W. EDGE OF PAVEMENT
 OF2174'
 OF2174'52.9 FT N.W. OF 1/2 TEL. POLE 5 W/SIGN FOR UNDERGROUND CABLE
 OF2174'WARNING
 OF2174'
 OF2174'40.9 FT N.W. OF 6 IN DIAMETER WOOD CORNER POST
 OF2174'
 OF2174'6.0 FT S.E. OF M.C. WITNESS SIGN
 OF2174'
 OF2174'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2174'3504 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF2174
 OF2174                          STATION RECOVERY (1991)
 OF2174
 OF2174'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2174'MARK NOT FOUND.
 OF2174
 OF2174                          STATION RECOVERY (1997)
 OF2174
 OF2174'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2177 ***********************************************************************
 OF2177  DESIGNATION -  3505
 OF2177  PID         -  OF2177
 OF2177  STATE/COUNTY-  NY/MONROE
 OF2177  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2177
 OF2177                         *CURRENT SURVEY CONTROL
 OF2177  ___________________________________________________________________
 OF2177* NAD 83(1996)-  43 00 38.16273(N)    077 42 00.96843(W)     ADJUSTED  
 OF2177* NAVD 88     -       199.5    (meters)     655.     (feet)  VERTCON   
 OF2177  ___________________________________________________________________
 OF2177  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 OF2177  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 OF2177
 OF2177  HORZ ORDER  -  SECOND
 OF2177
 OF2177.The horizontal coordinates were established by classical geodetic methods
 OF2177.and adjusted by the National Geodetic Survey in January 1999..
 OF2177
 OF2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2177
 OF2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2177
 OF2177.The geoid height was determined by GEOID03.
 OF2177
 OF2177;                    North         East     Units Scale Factor Converg.
 OF2177;SPC NY W     -   334,726.062   421,989.243   MT  1.00000123   +0 36 08.6
 OF2177;SPC NY W     - 1,098,180.42  1,384,476.37   sFT  1.00000123   +0 36 08.6
 OF2177;UTM  18      - 4,765,530.640   279,937.582   MT  1.00019579   -1 50 33.7
 OF2177
 OF2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2177!SPC NY W     -   0.99997420  x   1.00000123  =   0.99997543
 OF2177!UTM  18      -   0.99997420  x   1.00019579  =   1.00016998
 OF2177
 OF2177:                Primary Azimuth Mark                     Grid Az
 OF2177:SPC NY W     -  3102                                     033 12 40.5
 OF2177:UTM  18      -  3102                                     035 39 22.8
 OF2177
 OF2177|---------------------------------------------------------------------|
 OF2177| PID    Reference Object                     Distance      Geod. Az  |
 OF2177|                                                           dddmmss.s |
 OF2177| OF2166 3102                                APPROX. 0.9 KM 0334849.1 |
 OF2177| OF2174 3504                                394.018 METERS 21745     |
 OF2177|---------------------------------------------------------------------|
 OF2177
 OF2177                          SUPERSEDED SURVEY CONTROL
 OF2177
 OF2177  NAD 83(1986)-  43 00 38.16993(N)    077 42 00.96610(W) AD(       ) 2
 OF2177  NAD 27      -  43 00 37.94345(N)    077 42 01.95591(W) AD(       ) 2
 OF2177  NGVD 29 (07/19/86)  199.7    (m)          655.     (f) VERT ANG       
 OF2177
 OF2177.Superseded values are not recommended for survey control.
 OF2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2177.See file dsdata.txt to determine how the superseded data were derived.
 OF2177
 OF2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7993865531(NAD 83)
 OF2177_MARKER: DE = TRAVERSE STATION DISK
 OF2177_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2177
 OF2177  HISTORY     - Date     Condition        Report By
 OF2177  HISTORY     - 1973     MONUMENTED       NY-055
 OF2177  HISTORY     - 19910526 MARK NOT FOUND   USPSQD
 OF2177  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2177
 OF2177                          STATION DESCRIPTION
 OF2177
 OF2177'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2177'IN THE TOWN OF RUSH, ON TELEPHONE RD. (RT. 86), 0.45 MI. N. OF E.
 OF2177'RIVER RD. (RT.84), AND 0.6 MI. S. OF RUSH-HENRIETTA T.L. RD. (RT.
 OF2177'67)
 OF2177'
 OF2177'15.8 FT S.E. CENTERLINE TELEPHONE RD.
 OF2177'
 OF2177'4.7 FT S.E. OF E. EDGE OF PAVEMENT
 OF2177'
 OF2177'97.0 FT N. OF N.W. CORNER OF GARAGE OF HOUSE 1173
 OF2177'
 OF2177'38.1. FT N.E. OF N. RANGELINE OF GARAGE OF HOUSE 1173
 OF2177'
 OF2177'76.0 FT N.E. OF N. RANGELINE OF HOUSE 1172
 OF2177'
 OF2177'110.4 FT E. OF N.E. CORNER OF HOUSE 1172
 OF2177'
 OF2177'40.1 FT S.E. OF UTILITY POLE, NO NUMBERS
 OF2177'
 OF2177'2.7 FT N.W. OF M.C. WITNESS SIGN
 OF2177'
 OF2177'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2177'3505 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT
 OF2177
 OF2177                          STATION RECOVERY (1991)
 OF2177
 OF2177'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2177'MARK NOT FOUND.
 OF2177
 OF2177                          STATION RECOVERY (1997)
 OF2177
 OF2177'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2171 ***********************************************************************
 OF2171  DESIGNATION -  3506
 OF2171  PID         -  OF2171
 OF2171  STATE/COUNTY-  NY/MONROE
 OF2171  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2171
 OF2171                         *CURRENT SURVEY CONTROL
 OF2171  ___________________________________________________________________
 OF2171* NAD 83(1996)-  43 00 40.34374(N)    077 42 23.87573(W)     ADJUSTED  
 OF2171* NAVD 88     -       198.0    (meters)     650.     (feet)  VERTCON   
 OF2171  ___________________________________________________________________
 OF2171  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 OF2171  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OF2171
 OF2171  HORZ ORDER  -  SECOND
 OF2171
 OF2171.The horizontal coordinates were established by classical geodetic methods
 OF2171.and adjusted by the National Geodetic Survey in January 1999..
 OF2171
 OF2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2171
 OF2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2171
 OF2171.The geoid height was determined by GEOID03.
 OF2171
 OF2171;                    North         East     Units Scale Factor Converg.
 OF2171;SPC NY W     -   334,787.928   421,469.802   MT  1.00000032   +0 35 53.0
 OF2171;SPC NY W     - 1,098,383.39  1,382,772.18   sFT  1.00000032   +0 35 53.0
 OF2171;UTM  18      - 4,765,614.627   279,421.151   MT  1.00019859   -1 50 49.4
 OF2171
 OF2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2171!SPC NY W     -   0.99997443  x   1.00000032  =   0.99997475
 OF2171!UTM  18      -   0.99997443  x   1.00019859  =   1.00017302
 OF2171
 OF2171|---------------------------------------------------------------------|
 OF2171| PID    Reference Object                     Distance      Geod. Az  |
 OF2171|                                                           dddmmss.s |
 OF2171| OF2113 1055 MCGS 1969                      344.687 METERS 16656     |
 OF2171| OF2169 3507                                350.082 METERS 34351     |
 OF2171|---------------------------------------------------------------------|
 OF2171
 OF2171                          SUPERSEDED SURVEY CONTROL
 OF2171
 OF2171  NAD 83(1986)-  43 00 40.35093(N)    077 42 23.87341(W) AD(       ) 2
 OF2171  NAD 27      -  43 00 40.12436(N)    077 42 24.86257(W) AD(       ) 2
 OF2171  NGVD 29 (07/19/86)  198.2    (m)          650.     (f) VERT ANG       
 OF2171
 OF2171.Superseded values are not recommended for survey control.
 OF2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2171.See file dsdata.txt to determine how the superseded data were derived.
 OF2171
 OF2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7942165615(NAD 83)
 OF2171_MARKER: DE = TRAVERSE STATION DISK
 OF2171_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2171
 OF2171  HISTORY     - Date     Condition        Report By
 OF2171  HISTORY     - 1973     MONUMENTED       NY-055
 OF2171  HISTORY     - 19910526 MARK NOT FOUND   USPSQD
 OF2171  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2171
 OF2171                          STATION DESCRIPTION
 OF2171
 OF2171'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2171'IN THE TOWN OF RUSH, ON E. RIVER RD., (RT. 84) 0.45 MI. N. OF
 OF2171'INTERSECTION OF TELEPHONE RD. (RT. 86) AND 0.45 MI. S. OF
 OF2171'INTERSECTION OF RUSH-HENRIETTA T. L. RD. (RT. 67)
 OF2171'
 OF2171'17.2 FT E. OF CENTERLINE E. RIVER RD.
 OF2171'
 OF2171'57.7 FT E. OF 4 IN WOOD POST
 OF2171'
 OF2171'99.7 FT S. OF 0.6 FT DIAMETER CHERRY TREE
 OF2171'
 OF2171'137.7 FT S. OF 1.2 FT DIAMETER CHERRY TREE
 OF2171'
 OF2171'5.3 FT W. OF M.C. WITNESS SIGN
 OF2171'
 OF2171'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2171'3506 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
 OF2171
 OF2171                          STATION RECOVERY (1991)
 OF2171
 OF2171'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2171'MARK NOT FOUND.
 OF2171
 OF2171                          STATION RECOVERY (1997)
 OF2171
 OF2171'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2169 ***********************************************************************
 OF2169  DESIGNATION -  3507
 OF2169  PID         -  OF2169
 OF2169  STATE/COUNTY-  NY/MONROE
 OF2169  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2169
 OF2169                         *CURRENT SURVEY CONTROL
 OF2169  ___________________________________________________________________
 OF2169* NAD 83(1996)-  43 00 51.24095(N)    077 42 28.17385(W)     ADJUSTED  
 OF2169* NAVD 88     -       187.8    (meters)     616.     (feet)  VERTCON   
 OF2169  ___________________________________________________________________
 OF2169  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 OF2169  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 OF2169
 OF2169  HORZ ORDER  -  SECOND
 OF2169
 OF2169.The horizontal coordinates were established by classical geodetic methods
 OF2169.and adjusted by the National Geodetic Survey in January 1999..
 OF2169
 OF2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2169
 OF2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2169
 OF2169.The geoid height was determined by GEOID03.
 OF2169
 OF2169;                    North         East     Units Scale Factor Converg.
 OF2169;SPC NY W     -   335,123.173   421,368.966   MT  1.00000014   +0 35 50.2
 OF2169;SPC NY W     - 1,099,483.28  1,382,441.35   sFT  1.00000014   +0 35 50.2
 OF2169;UTM  18      - 4,765,953.936   279,334.693   MT  1.00019906   -1 50 52.7
 OF2169
 OF2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2169!SPC NY W     -   0.99997603  x   1.00000014  =   0.99997617
 OF2169!UTM  18      -   0.99997603  x   1.00019906  =   1.00017509
 OF2169
 OF2169|---------------------------------------------------------------------|
 OF2169| PID    Reference Object                     Distance      Geod. Az  |
 OF2169|                                                           dddmmss.s |
 OF2169| OF2171 3506                                350.082 METERS 16351     |
 OF2169| OF2196 3100                                356.168 METERS 34634     |
 OF2169|---------------------------------------------------------------------|
 OF2169
 OF2169                          SUPERSEDED SURVEY CONTROL
 OF2169
 OF2169  NAD 83(1986)-  43 00 51.24813(N)    077 42 28.17154(W) AD(       ) 2
 OF2169  NAD 27      -  43 00 51.02170(N)    077 42 29.16061(W) AD(       ) 2
 OF2169  NGVD 29 (07/19/86)  188.0    (m)          617.     (f) VERT ANG       
 OF2169
 OF2169.Superseded values are not recommended for survey control.
 OF2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2169.See file dsdata.txt to determine how the superseded data were derived.
 OF2169
 OF2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7933565954(NAD 83)
 OF2169_MARKER: DE = TRAVERSE STATION DISK
 OF2169_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2169
 OF2169  HISTORY     - Date     Condition        Report By
 OF2169  HISTORY     - 1973     MONUMENTED       NY-055
 OF2169  HISTORY     - 19910526 MARK NOT FOUND   USPSQD
 OF2169  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 OF2169
 OF2169                          STATION DESCRIPTION
 OF2169
 OF2169'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2169'IN THE TOWN OF RUSH, ON E. RIVER RD. (RT. 84) 0.68 MI. N. OF
 OF2169'INTERSECTION OF TELEPHONE RD. (RT.86) AND 0.2 MI. S. OF
 OF2169'RUSH-HENRIETTA T.L. RD. (RT. 67)
 OF2169'
 OF2169'18.2 FT W. OF CENTERLINE E. RIVER RD.
 OF2169'
 OF2169'61.5 FT N.E. OF 2.6 FT DIAMETER TREE
 OF2169'
 OF2169'84.2 FT S.W. OF 2.2 FT DIAMETER TREE
 OF2169'
 OF2169'109.4 FT S.W. OF 2.5 FT DIAMETER TREE
 OF2169'
 OF2169'5.4 FT W. OF W. EDGE OF PAVEMENT
 OF2169'
 OF2169'6.1 FT E. OF M.C. WITNESS SIGN
 OF2169'
 OF2169'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2169'3507 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF2169
 OF2169                          STATION RECOVERY (1991)
 OF2169
 OF2169'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2169'MARK NOT FOUND.
 OF2169
 OF2169                          STATION RECOVERY (1996)
 OF2169
 OF2169'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2176 ***********************************************************************
 OF2176  DESIGNATION -  3508
 OF2176  PID         -  OF2176
 OF2176  STATE/COUNTY-  NY/MONROE
 OF2176  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2176
 OF2176                         *CURRENT SURVEY CONTROL
 OF2176  ___________________________________________________________________
 OF2176* NAD 83(1996)-  43 01 02.60403(N)    077 42 02.48274(W)     ADJUSTED  
 OF2176* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 OF2176  ___________________________________________________________________
 OF2176  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 OF2176  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OF2176
 OF2176  HORZ ORDER  -  SECOND
 OF2176
 OF2176.The horizontal coordinates were established by classical geodetic methods
 OF2176.and adjusted by the National Geodetic Survey in January 1999..
 OF2176
 OF2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2176
 OF2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2176
 OF2176.The geoid height was determined by GEOID03.
 OF2176
 OF2176;                    North         East     Units Scale Factor Converg.
 OF2176;SPC NY W     -   335,479.899   421,947.025   MT  1.00000116   +0 36 07.9
 OF2176;SPC NY W     - 1,100,653.64  1,384,337.86   sFT  1.00000116   +0 36 07.9
 OF2176;UTM  18      - 4,766,285.739   279,927.563   MT  1.00019585   -1 50 35.5
 OF2176
 OF2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2176!SPC NY W     -   0.99997527  x   1.00000116  =   0.99997643
 OF2176!UTM  18      -   0.99997527  x   1.00019585  =   1.00017111
 OF2176
 OF2176|---------------------------------------------------------------------|
 OF2176| PID    Reference Object                     Distance      Geod. Az  |
 OF2176|                                                           dddmmss.s |
 OF2176| OF2161 3101                                356.724 METERS 08719     |
 OF2176|---------------------------------------------------------------------|
 OF2176
 OF2176                          SUPERSEDED SURVEY CONTROL
 OF2176
 OF2176  NAD 83(1986)-  43 01 02.61122(N)    077 42 02.48045(W) AD(       ) 2
 OF2176  NAD 27      -  43 01 02.38493(N)    077 42 03.47034(W) AD(       ) 2
 OF2176  NGVD 29 (07/19/86)  192.9    (m)          633.     (f) VERT ANG       
 OF2176
 OF2176.Superseded values are not recommended for survey control.
 OF2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2176.See file dsdata.txt to determine how the superseded data were derived.
 OF2176
 OF2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7992866286(NAD 83)
 OF2176_MARKER: DE = TRAVERSE STATION DISK
 OF2176_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2176
 OF2176  HISTORY     - Date     Condition        Report By
 OF2176  HISTORY     - 1973     MONUMENTED       NY-055
 OF2176  HISTORY     - 19910526 GOOD             USPSQD
 OF2176  HISTORY     - 19961019 MARK NOT FOUND   USPSQD
 OF2176
 OF2176                          STATION DESCRIPTION
 OF2176
 OF2176'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2176'IN THE TOWN OF RUSH, ON RUSH-HENREITTA T.L. RD., (RT. 67), 0.4 MI.
 OF2176'E. OF E. RIVER RD. (RT. 84) AND 0.35 MI. W. OF TELEPHONE RD.
 OF2176'(RT.86)
 OF2176'
 OF2176'14.9 FT S. OF CENTERLINE RUSH-HENRIETTA T. L. RD.
 OF2176'
 OF2176'2.0 FT W. OF W. RANGELINE HOUSE 465
 OF2176'
 OF2176'97.6 FT NW OF NE CORNER OF CONC. FOUNDATION OF PORCH OF HOUSE
 OF2176'
 OF2176'92.0 FT NW OF NW CORNER OF CONC FOUNDATION OF PORCH OF HOUSE
 OF2176'
 OF2176'105.7 FT NW OF NW CORNER OF THE HOUSE
 OF2176'
 OF2176'4.8 FT S. OF S. EDGE OF PAVEMENT
 OF2176'
 OF2176'6.9 FT N. OF MC WITNESS SIGN
 OF2176'
 OF2176'A MONROE COUNTY GOEDETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2176'3508 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF2176
 OF2176                          STATION RECOVERY (1991)
 OF2176
 OF2176'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2176'RECOVERED IN GOOD CONDITION.
 OF2176
 OF2176                          STATION RECOVERY (1996)
 OF2176
 OF2176'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2143 ***********************************************************************
 OF2143  DESIGNATION -  3509
 OF2143  PID         -  OF2143
 OF2143  STATE/COUNTY-  NY/MONROE
 OF2143  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2143
 OF2143                         *CURRENT SURVEY CONTROL
 OF2143  ___________________________________________________________________
 OF2143* NAD 83(1996)-  43 01 03.72975(N)    077 40 03.48977(W)     ADJUSTED  
 OF2143* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 OF2143  ___________________________________________________________________
 OF2143  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OF2143  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OF2143
 OF2143  HORZ ORDER  -  SECOND
 OF2143
 OF2143.The horizontal coordinates were established by classical geodetic methods
 OF2143.and adjusted by the National Geodetic Survey in January 1999..
 OF2143
 OF2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2143
 OF2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2143
 OF2143.The geoid height was determined by GEOID03.
 OF2143
 OF2143;                    North         East     Units Scale Factor Converg.
 OF2143;SPC NY W     -   335,543.485   424,640.964   MT  1.00000601   +0 37 29.1
 OF2143;SPC NY W     - 1,100,862.25  1,393,176.23   sFT  1.00000601   +0 37 29.1
 OF2143;UTM  18      - 4,766,234.315   282,622.260   MT  1.00018134   -1 49 14.3
 OF2143
 OF2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2143!SPC NY W     -   0.99997182  x   1.00000601  =   0.99997783
 OF2143!UTM  18      -   0.99997182  x   1.00018134  =   1.00015316
 OF2143
 OF2143:                Primary Azimuth Mark                     Grid Az
 OF2143:SPC NY W     -  3510                                     088 52 35.7
 OF2143:UTM  18      -  3510                                     091 19 19.1
 OF2143
 OF2143|---------------------------------------------------------------------|
 OF2143| PID    Reference Object                     Distance      Geod. Az  |
 OF2143|                                                           dddmmss.s |
 OF2143| OF2142 3510                                APPROX. 0.7 KM 0893004.8 |
 OF2143|---------------------------------------------------------------------|
 OF2143
 OF2143                          SUPERSEDED SURVEY CONTROL
 OF2143
 OF2143  NAD 83(1986)-  43 01 03.73699(N)    077 40 03.48751(W) AD(       ) 2
 OF2143  NAD 27      -  43 01 03.51083(N)    077 40 04.48099(W) AD(       ) 2
 OF2143  NGVD 29 (07/19/86)  214.9    (m)          705.     (f) VERT ANG       
 OF2143
 OF2143.Superseded values are not recommended for survey control.
 OF2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2143.See file dsdata.txt to determine how the superseded data were derived.
 OF2143
 OF2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8262266234(NAD 83)
 OF2143_MARKER: DE = TRAVERSE STATION DISK
 OF2143_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2143
 OF2143  HISTORY     - Date     Condition        Report By
 OF2143  HISTORY     - 1973     MONUMENTED       NY-055
 OF2143  HISTORY     - 19910526 GOOD             USPSQD
 OF2143  HISTORY     - 19961019 GOOD             USPSQD
 OF2143
 OF2143                          STATION DESCRIPTION
 OF2143
 OF2143'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2143'IN THE TOWN OF RUSH AT THE S.E. CORNER OF THE INTERSECTION OF
 OF2143'RUSH-HENRIETTA T.L. RD. (RT. 067), AND W. HENRIETTA RD. (RT.15)
 OF2143'
 OF2143'18.5 FT E. OF CENTERLINE W. HENRIETTA RD.
 OF2143'
 OF2143'12.8 FT S. OF CENTERLINE RUSH-HENRIETTA T.L. RD.
 OF2143'
 OF2143'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2143'3509 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT WITH A CAST
 OF2143'IRON FRAME AND COVER.
 OF2143
 OF2143                          STATION RECOVERY (1991)
 OF2143
 OF2143'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2143'RECOVERED IN GOOD CONDITION.
 OF2143
 OF2143                          STATION RECOVERY (1996)
 OF2143
 OF2143'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0174 ***********************************************************************
 LY0174  DESIGNATION -  351
 LY0174  PID         -  LY0174
 LY0174  STATE/COUNTY-  NY/ULSTER
 LY0174  USGS QUAD   -  NAPANOCH (1956)
 LY0174
 LY0174                         *CURRENT SURVEY CONTROL
 LY0174  ___________________________________________________________________
 LY0174* NAD 83(1986)-  41 38 53.     (N)    074 15 48.     (W)     SCALED    
 LY0174* NAVD 88     -       106.906  (meters)     350.74   (feet)  ADJUSTED  
 LY0174  ___________________________________________________________________
 LY0174  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LY0174  DYNAMIC HT  -         106.866 (meters)     350.61  (feet)  COMP
 LY0174  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 LY0174
 LY0174  VERT ORDER  -  SECOND    CLASS 0
 LY0174
 LY0174.The horizontal coordinates were scaled from a topographic map and have
 LY0174.an estimated accuracy of +/- 6 seconds.
 LY0174
 LY0174.The orthometric height was determined by differential leveling
 LY0174.and adjusted by the National Geodetic Survey in June 1991..
 LY0174
 LY0174.The geoid height was determined by GEOID03.
 LY0174
 LY0174.The dynamic height is computed by dividing the NAVD 88
 LY0174.geopotential number by the normal gravity value computed on the
 LY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0174.degrees latitude (g = 980.6199 gals.).
 LY0174
 LY0174.The modeled gravity was interpolated from observed gravity values.
 LY0174
 LY0174;                    North         East    Units  Estimated Accuracy
 LY0174;SPC NY E     -   312,540.      169,710.      MT  (+/- 180 meters Scaled)
 LY0174
 LY0174                          SUPERSEDED SURVEY CONTROL
 LY0174
 LY0174  NGVD 29 (??/??/92)  107.141  (m)          351.51   (f) ADJ UNCH    2 0
 LY0174
 LY0174.Superseded values are not recommended for survey control.
 LY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0174.See file dsdata.txt to determine how the superseded data were derived.
 LY0174
 LY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM613109(NAD 83)
 LY0174_MARKER: DB = BENCH MARK DISK
 LY0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0174_SP_SET: STONE FOUNDATION
 LY0174_STAMPING: 351 ALBANY 1903
 LY0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0174
 LY0174  HISTORY     - Date     Condition        Report By
 LY0174  HISTORY     - 1903     MONUMENTED       USGS
 LY0174  HISTORY     - 1942     GOOD             NGS
 LY0174
 LY0174                          STATION DESCRIPTION
 LY0174
 LY0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0174'AT DWAARKILL.
 LY0174'THIS MARK IS AT DWAARKILL, ULSTER COUNTY, IN THE SOUTHWEST ANGLE
 LY0174'OF THE JUNCTION, SET VERTICALLY IN THE CENTER OF THE NORTH FACE
 LY0174'OF THE STONE FOUNDATION OF A WHITE 2-STORY HOUSE, ABOUT 1 1/2 FEET
 LY0174'HIGHER THAN THE GROUND AND IS A STANDARD TABLET OF THE U.S.
 LY0174'GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2140 ***********************************************************************
 OF2140  DESIGNATION -  3511
 OF2140  PID         -  OF2140
 OF2140  STATE/COUNTY-  NY/MONROE
 OF2140  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2140
 OF2140                         *CURRENT SURVEY CONTROL
 OF2140  ___________________________________________________________________
 OF2140* NAD 83(1996)-  43 01 04.15505(N)    077 38 58.07600(W)     ADJUSTED  
 OF2140* NAVD 88     -       211.6    (meters)     694.     (feet)  VERTCON   
 OF2140  ___________________________________________________________________
 OF2140  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OF2140  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OF2140
 OF2140  HORZ ORDER  -  SECOND
 OF2140
 OF2140.The horizontal coordinates were established by classical geodetic methods
 OF2140.and adjusted by the National Geodetic Survey in January 1999..
 OF2140
 OF2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2140
 OF2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2140
 OF2140.The geoid height was determined by GEOID03.
 OF2140
 OF2140;                    North         East     Units Scale Factor Converg.
 OF2140;SPC NY W     -   335,572.919   426,121.953   MT  1.00000876   +0 38 13.7
 OF2140;SPC NY W     - 1,100,958.82  1,398,035.11   sFT  1.00000876   +0 38 13.7
 OF2140;UTM  18      - 4,766,200.528   284,103.408   MT  1.00017345   -1 48 29.6
 OF2140
 OF2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2140!SPC NY W     -   0.99997231  x   1.00000876  =   0.99998107
 OF2140!UTM  18      -   0.99997231  x   1.00017345  =   1.00014576
 OF2140
 OF2140:                Primary Azimuth Mark                     Grid Az
 OF2140:SPC NY W     -  3104                                     087 48 23.1
 OF2140:UTM  18      -  3104                                     090 15 06.4
 OF2140
 OF2140|---------------------------------------------------------------------|
 OF2140| PID    Reference Object                     Distance      Geod. Az  |
 OF2140|                                                           dddmmss.s |
 OF2140| OF2134 3104                                APPROX. 0.6 KM 0882636.8 |
 OF2140|---------------------------------------------------------------------|
 OF2140
 OF2140                          SUPERSEDED SURVEY CONTROL
 OF2140
 OF2140  NAD 83(1986)-  43 01 04.16233(N)    077 38 58.07375(W) AD(       ) 2
 OF2140  NAD 27      -  43 01 03.93642(N)    077 38 59.06892(W) AD(       ) 2
 OF2140  NGVD 29 (07/19/86)  211.8    (m)          695.     (f) VERT ANG       
 OF2140
 OF2140.Superseded values are not recommended for survey control.
 OF2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2140.See file dsdata.txt to determine how the superseded data were derived.
 OF2140
 OF2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8410366201(NAD 83)
 OF2140_MARKER: DE = TRAVERSE STATION DISK
 OF2140_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2140
 OF2140  HISTORY     - Date     Condition        Report By
 OF2140  HISTORY     - 1973     MONUMENTED       NY-055
 OF2140  HISTORY     - 19910526 GOOD             USPSQD
 OF2140  HISTORY     - 19961019 GOOD             USPSQD
 OF2140
 OF2140                          STATION DESCRIPTION
 OF2140
 OF2140'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2140'IN THE TOWN OF RUSH AT THE S.E. CORNER OF THE INTERSECTION OF
 OF2140'RUSH-HENRIETTA T.L. RD. AND MIDDLE RD.
 OF2140'
 OF2140'14.0 FT E. OF CENTERLINE MIDDLE RD.
 OF2140'
 OF2140'10.0 FT S. OF CENTERLINE RUSH-HENRIETTA T.L. RD.
 OF2140'
 OF2140'41.5 FT S.E. OF UTILITY POLE NO NUMBER
 OF2140'
 OF2140'61.5 FT N.E. OF UTILITY POLE 235 RTC 1
 OF2140'
 OF2140'21.1 FT N.W. OF UTILITY POLE NLO 25
 OF2140'
 OF2140'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2140'3511 IN THE TOP OF A CONCRETE POST COVERED 1 FT., AND IN A CAST
 OF2140'IRON FRAME AND COVER.
 OF2140
 OF2140                          STATION RECOVERY (1991)
 OF2140
 OF2140'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2140'RECOVERED IN GOOD CONDITION.
 OF2140
 OF2140                          STATION RECOVERY (1996)
 OF2140
 OF2140'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0668 ***********************************************************************
 OF0668  DESIGNATION -  352
 OF0668  PID         -  OF0668
 OF0668  STATE/COUNTY-  NY/MONROE
 OF0668  USGS QUAD   -  HILTON (1976)
 OF0668
 OF0668                         *CURRENT SURVEY CONTROL
 OF0668  ___________________________________________________________________
 OF0668* NAD 83(1996)-  43 16 58.32569(N)    077 44 59.18562(W)     ADJUSTED  
 OF0668* NAVD 88     -        82.982  (meters)     272.25   (feet)  ADJUSTED  
 OF0668  ___________________________________________________________________
 OF0668  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 OF0668  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF0668  DYNAMIC HT  -          82.964 (meters)     272.19  (feet)  COMP
 OF0668  MODELED GRAV-     980,400.7   (mgal)                       NAVD 88
 OF0668
 OF0668  HORZ ORDER  -  SECOND
 OF0668  VERT ORDER  -  FIRST     CLASS II
 OF0668
 OF0668.The horizontal coordinates were established by classical geodetic methods
 OF0668.and adjusted by the National Geodetic Survey in January 1999..
 OF0668
 OF0668.The orthometric height was determined by differential leveling
 OF0668.and adjusted by the National Geodetic Survey in September 1994..
 OF0668
 OF0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF0668
 OF0668.The geoid height was determined by GEOID03.
 OF0668
 OF0668.The dynamic height is computed by dividing the NAVD 88
 OF0668.geopotential number by the normal gravity value computed on the
 OF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0668.degrees latitude (g = 980.6199 gals.).
 OF0668
 OF0668.The modeled gravity was interpolated from observed gravity values.
 OF0668
 OF0668;                    North         East     Units Scale Factor Converg.
 OF0668;SPC NY W     -   364,930.860   417,652.546   MT  0.99999378   +0 34 17.4
 OF0668;SPC NY W     - 1,197,277.33  1,370,248.39   sFT  0.99999378   +0 34 17.4
 OF0668;UTM  18      - 4,795,899.553   276,896.095   MT  1.00021234   -1 53 09.7
 OF0668
 OF0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF0668!SPC NY W     -   0.99999260  x   0.99999378  =   0.99998638
 OF0668!UTM  18      -   0.99999260  x   1.00021234  =   1.00020494
 OF0668
 OF0668:                Primary Azimuth Mark                     Grid Az
 OF0668:SPC NY W     -  TT 39 K ECC                              000 05 18.4
 OF0668:UTM  18      -  TT 39 K ECC                              002 32 45.5
 OF0668
 OF0668|---------------------------------------------------------------------|
 OF0668| PID    Reference Object                     Distance      Geod. Az  |
 OF0668|                                                           dddmmss.s |
 OF0668| OF1726 TT 39 K ECC                         APPROX. 0.6 KM 0003935.8 |
 OF0668| OF2579 2902                                APPROX. 0.7 KM 1825553.3 |
 OF0668|---------------------------------------------------------------------|
 OF0668
 OF0668                          SUPERSEDED SURVEY CONTROL
 OF0668
 OF0668  NAD 83(1986)-  43 16 58.33247(N)    077 44 59.18454(W) AD(       ) 2
 OF0668  NAD 27      -  43 16 58.11364(N)    077 45 00.15769(W) AD(       ) 2
 OF0668  NAVD 88 (06/15/91)   82.992  (m)          272.28   (f) UNKNOWN     1 2
 OF0668  NGVD 29 (??/??/92)   83.180  (m)          272.90   (f) ADJ UNCH    1 2
 OF0668
 OF0668.Superseded values are not recommended for survey control.
 OF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0668.See file dsdata.txt to determine how the superseded data were derived.
 OF0668
 OF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7689695900(NAD 83)
 OF0668_MARKER: DD = SURVEY DISK
 OF0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0668_STAMPING: 352
 OF0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0668+STABILITY: SURFACE MOTION
 OF0668
 OF0668  HISTORY     - Date     Condition        Report By
 OF0668  HISTORY     - UNK      MONUMENTED       NYGS
 OF0668  HISTORY     - 1942     GOOD             NGS
 OF0668  HISTORY     - 1974     GOOD             NY-055
 OF0668
 OF0668                          STATION DESCRIPTION
 OF0668
 OF0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0668'2.7 MI SE FROM HILTON.
 OF0668'TO REACH FROM POST OFFICE AT HILTON, PROCEED ABOUT 2.3 MILES
 OF0668'EASTERLY ALONG EAST AVENUE AND WILDER ROAD TO INTERSECTION OF WILDER
 OF0668'AND MANITOU ROADS, THENCE SOUTHERLY ABOUT 0.4 MILES ALONG MANITOU
 OF0668'ROAD TO A LARGE TWO STORY FARM HOUSE AND SITE OF BENCH MARK. THE
 OF0668'BENCH MARK IS IN THE NORTHWEST CORNER OF FARM HOUSE YARD, ABOUT
 OF0668'21.0 FEET EAST OF AND 0.5 FEET ABOVE CENTERLINE OF MANITOU ROAD,
 OF0668'ABOUT 37.0 FEET NORTH OF CONCRETE STEPS. AOBUT 3.0 FEET SOUTH OF
 OF0668'METAL SIGN MARKED U.S. MARKER.
 OF0668
 OF0668                          STATION RECOVERY (1974)
 OF0668
 OF0668'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF0668'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF0668'IN GREECE ON E SIDE OF MANITOU RD, 0.7 MI N OF BURRITT RD, 0.4 MI S OF
 OF0668'FRISBEE HILL RD, 21.8 FT E OF CL OF MANITOU RD, 10.8 FT E OF EDGE OF
 OF0668'PAVEMENT, 12.2 FT N OF N RANGE LINE OF HSE NO 772, AND 91.1 FT N OF
 OF0668'UTILITY POLE TR CIR 552 RGE 273 OTC 21.  STATION IS A STANDARD NYSS
 OF0668'DISK STAMPED---352---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1684 ***********************************************************************
 OF1684  DESIGNATION -  352 1 1939
 OF1684  PID         -  OF1684
 OF1684  STATE/COUNTY-  NY/MONROE
 OF1684  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1684
 OF1684                         *CURRENT SURVEY CONTROL
 OF1684  ___________________________________________________________________
 OF1684* NAD 83(1996)-  43 17 16.74240(N)    077 44 14.65226(W)     ADJUSTED  
 OF1684* NAVD 88     -        89.46   (+/-2cm)     293.5    (feet)  VERTCON   
 OF1684  ___________________________________________________________________
 OF1684  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OF1684  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1684
 OF1684  HORZ ORDER  -  SECOND
 OF1684  VERT ORDER  -  THIRD ? (See Below)
 OF1684
 OF1684.The horizontal coordinates were established by classical geodetic methods
 OF1684.and adjusted by the National Geodetic Survey in January 1999..
 OF1684
 OF1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1684.The vertical order pertains to the NGVD 29 superseded value.
 OF1684
 OF1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1684
 OF1684.The geoid height was determined by GEOID03.
 OF1684
 OF1684;                    North         East     Units Scale Factor Converg.
 OF1684;SPC NY W     -   365,509.269   418,650.789   MT  0.99999545   +0 34 48.2
 OF1684;SPC NY W     - 1,199,174.99  1,373,523.46   sFT  0.99999545   +0 34 48.2
 OF1684;UTM  18      - 4,796,434.740   277,918.443   MT  1.00020674   -1 52 39.8
 OF1684
 OF1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1684!SPC NY W     -   0.99999159  x   0.99999545  =   0.99998704
 OF1684!UTM  18      -   0.99999159  x   1.00020674  =   1.00019833
 OF1684
 OF1684:                Primary Azimuth Mark                     Grid Az
 OF1684:SPC NY W     -  1714                                     090 46 25.2
 OF1684:UTM  18      -  1714                                     093 13 53.2
 OF1684
 OF1684|---------------------------------------------------------------------|
 OF1684| PID    Reference Object                     Distance      Geod. Az  |
 OF1684|                                                           dddmmss.s |
 OF1684| OF1725 1714                                460.914 METERS 0912113.4 |
 OF1684| OF1727 352 1 MCGS 1969                       3.345 METERS 25019     |
 OF1684|---------------------------------------------------------------------|
 OF1684
 OF1684                          SUPERSEDED SURVEY CONTROL
 OF1684
 OF1684  NAD 83(1986)-  43 17 16.74915(N)    077 44 14.65136(W) AD(       ) 2
 OF1684  NAD 27      -  43 17 16.53030(N)    077 44 15.62542(W) AD(       ) 2
 OF1684  NGVD 29 (07/19/86)   89.65   (m)          294.1    (f) LEVELING    3  
 OF1684
 OF1684.Superseded values are not recommended for survey control.
 OF1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1684.See file dsdata.txt to determine how the superseded data were derived.
 OF1684
 OF1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7791896435(NAD 83)
 OF1684_MARKER: DD = SURVEY DISK
 OF1684_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1684
 OF1684  HISTORY     - Date     Condition        Report By
 OF1684  HISTORY     - 1969     MONUMENTED       NY-055
 OF1684  HISTORY     - 1974     GOOD             NY-055
 OF1684  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1684
 OF1684                          STATION DESCRIPTION
 OF1684
 OF1684'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1684'IN GREECE, ALONG FRISBEE HILL ROAD
 OF1684'
 OF1684'0.25 MILE WEST OF STATION FRISBEE 1969
 OF1684'
 OF1684'0.6 MILE EAST OF MANITOU ROAD
 OF1684'
 OF1684'14.8 FEET NORTH OF CENTER LINE OF FRISBEE HILL ROAD
 OF1684'
 OF1684'3.6 FEET WEST OF EAST RANGELINE OF HOUSE NO. 251
 OF1684'
 OF1684'42.8 FEET NORTHWEST OF POLE RGE 767B
 OF1684'
 OF1684'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF1684'DISK STAMPED 352-1 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF1684
 OF1684                          STATION RECOVERY (1974)
 OF1684
 OF1684'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1684'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF1684'IN GREECE ON N SIDE OF FRISBEE HILL RD, 0.6 MI E OF MANITOU RD, 4.3 FT
 OF1684'S OF UTILITY POLE RGE 768, AND 11.4 FT SE OF MONROE COUNTY WITNESS
 OF1684'POST.  STATION IS A STANDARD NYSS DISK STAMPED---352-1---IN CONCRETE
 OF1684'POST 0.8 FT BELOW GRADE.
 OF1684
 OF1684                          STATION RECOVERY (2001)
 OF1684
 OF1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1684'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1727 ***********************************************************************
 OF1727  DESIGNATION -  352 1 MCGS 1969
 OF1727  PID         -  OF1727
 OF1727  STATE/COUNTY-  NY/MONROE
 OF1727  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1727
 OF1727                         *CURRENT SURVEY CONTROL
 OF1727  ___________________________________________________________________
 OF1727* NAD 83(1996)-  43 17 16.70589(N)    077 44 14.79197(W)     ADJUSTED  
 OF1727* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 OF1727  ___________________________________________________________________
 OF1727  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OF1727  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1727
 OF1727  HORZ ORDER  -  SECOND
 OF1727
 OF1727.The horizontal coordinates were established by classical geodetic methods
 OF1727.and adjusted by the National Geodetic Survey in January 1999..
 OF1727
 OF1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1727
 OF1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1727
 OF1727.The geoid height was determined by GEOID03.
 OF1727
 OF1727;                    North         East     Units Scale Factor Converg.
 OF1727;SPC NY W     -   365,508.111   418,647.651   MT  0.99999545   +0 34 48.1
 OF1727;SPC NY W     - 1,199,171.19  1,373,513.17   sFT  0.99999545   +0 34 48.1
 OF1727;UTM  18      - 4,796,433.717   277,915.257   MT  1.00020676   -1 52 39.8
 OF1727
 OF1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1727!SPC NY W     -   0.99999160  x   0.99999545  =   0.99998705
 OF1727!UTM  18      -   0.99999160  x   1.00020676  =   1.00019836
 OF1727
 OF1727|---------------------------------------------------------------------|
 OF1727| PID    Reference Object                     Distance      Geod. Az  |
 OF1727|                                                           dddmmss.s |
 OF1727| OF1684 352 1 1939                            3.345 METERS 07019     |
 OF1727| OF1725 1714                                464.037 METERS 0911219.5 |
 OF1727| OF1726 TT 39 K ECC                         APPROX. 1.0 KM 2711219.6 |
 OF1727|---------------------------------------------------------------------|
 OF1727
 OF1727                          SUPERSEDED SURVEY CONTROL
 OF1727
 OF1727  NAD 83(1986)-  43 17 16.71265(N)    077 44 14.79104(W) AD(       ) 2
 OF1727  NGVD 29 (07/19/86)   89.6    (m)          294.     (f) VERT ANG       
 OF1727
 OF1727.Superseded values are not recommended for survey control.
 OF1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1727.See file dsdata.txt to determine how the superseded data were derived.
 OF1727
 OF1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7791596434(NAD 83)
 OF1727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1727
 OF1727  HISTORY     - Date     Condition        Report By
 OF1727  HISTORY     - 1969     MONUMENTED       CGS
 OF1727  HISTORY     - 1974     GOOD             NY-055
 OF1727  HISTORY     - 20020114 MARK NOT FOUND   NGS
 OF1727
 OF1727                          STATION DESCRIPTION
 OF1727
 OF1727'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1727'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1727
 OF1727                          STATION RECOVERY (2002)
 OF1727
 OF1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OF1727'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1670 ***********************************************************************
 OF1670  DESIGNATION -  352 2 MCGS 1969
 OF1670  PID         -  OF1670
 OF1670  STATE/COUNTY-  NY/MONROE
 OF1670  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1670
 OF1670                         *CURRENT SURVEY CONTROL
 OF1670  ___________________________________________________________________
 OF1670* NAD 83(1996)-  43 17 16.30126(N)    077 43 54.13009(W)     ADJUSTED  
 OF1670* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 OF1670  ___________________________________________________________________
 OF1670  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OF1670  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1670
 OF1670  HORZ ORDER  -  SECOND
 OF1670
 OF1670.The horizontal coordinates were established by classical geodetic methods
 OF1670.and adjusted by the National Geodetic Survey in January 1999..
 OF1670
 OF1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1670
 OF1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1670
 OF1670.The geoid height was determined by GEOID03.
 OF1670
 OF1670;                    North         East     Units Scale Factor Converg.
 OF1670;SPC NY W     -   365,500.356   419,113.558   MT  0.99999624   +0 35 02.2
 OF1670;SPC NY W     - 1,199,145.75  1,375,041.73   sFT  0.99999624   +0 35 02.2
 OF1670;UTM  18      - 4,796,405.984   278,380.501   MT  1.00020422   -1 52 25.6
 OF1670
 OF1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1670!SPC NY W     -   0.99999127  x   0.99999624  =   0.99998751
 OF1670!UTM  18      -   0.99999127  x   1.00020422  =   1.00019549
 OF1670
 OF1670|---------------------------------------------------------------------|
 OF1670| PID    Reference Object                     Distance      Geod. Az  |
 OF1670|                                                           dddmmss.s |
 OF1670| OF1669 FRISBEE                             149.475 METERS 21335     |
 OF1670| OF1727 352 1 MCGS 1969                     465.973 METERS 2713215.2 |
 OF1670|---------------------------------------------------------------------|
 OF1670
 OF1670                          SUPERSEDED SURVEY CONTROL
 OF1670
 OF1670  NAD 83(1986)-  43 17 16.30801(N)    077 43 54.12924(W) AD(       ) 2
 OF1670  NAD 27      -  43 17 16.08900(N)    077 43 55.10457(W) AD(       ) 2
 OF1670  NGVD 29 (07/19/86)   91.7    (m)          301.     (f) VERT ANG       
 OF1670
 OF1670.Superseded values are not recommended for survey control.
 OF1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1670.See file dsdata.txt to determine how the superseded data were derived.
 OF1670
 OF1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7838196406(NAD 83)
 OF1670_MARKER: DD = SURVEY DISK
 OF1670_SETTING: 0 = UNSPECIFIED SETTING
 OF1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1670
 OF1670  HISTORY     - Date     Condition        Report By
 OF1670  HISTORY     - 1969     MONUMENTED       NY-055
 OF1670  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1670
 OF1670                          STATION DESCRIPTION
 OF1670
 OF1670'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1670'IN GREECE AT INTERSECTION OF NORTH GREECE ROAD AND FRISBEE HILL ROAD
 OF1670'
 OF1670'0.18 MILE EAST OF STATION FRISBEE 1969
 OF1670'
 OF1670'JUST NORTH OF CENTERLINE OF FRISBEE HILL ROAD PROJECTED EAST AT
 OF1670'NORTHERLY INTERSECTION
 OF1670'
 OF1670'17.8 FEET EAST OF CENTERLINE AT NORTH GREECE ROAD
 OF1670'
 OF1670'70.9 FEET NORTHEAST OF HYDRANT
 OF1670'
 OF1670'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1670'STAMPED 352-2 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF1670
 OF1670                          STATION RECOVERY (2001)
 OF1670
 OF1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1687 ***********************************************************************
 OF1687  DESIGNATION -  352 3
 OF1687  PID         -  OF1687
 OF1687  STATE/COUNTY-  NY/MONROE
 OF1687  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1687
 OF1687                         *CURRENT SURVEY CONTROL
 OF1687  ___________________________________________________________________
 OF1687* NAD 83(1996)-  43 17 13.02593(N)    077 43 21.25188(W)     ADJUSTED  
 OF1687* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 OF1687  ___________________________________________________________________
 OF1687  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 OF1687  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1687
 OF1687  HORZ ORDER  -  SECOND
 OF1687
 OF1687.The horizontal coordinates were established by classical geodetic methods
 OF1687.and adjusted by the National Geodetic Survey in January 1999..
 OF1687
 OF1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1687
 OF1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1687
 OF1687.The geoid height was determined by GEOID03.
 OF1687
 OF1687;                    North         East     Units Scale Factor Converg.
 OF1687;SPC NY W     -   365,406.877   419,855.773   MT  0.99999751   +0 35 24.8
 OF1687;SPC NY W     - 1,198,839.06  1,377,476.82   sFT  0.99999751   +0 35 24.8
 OF1687;UTM  18      - 4,796,280.738   279,118.175   MT  1.00020020   -1 52 03.0
 OF1687
 OF1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1687!SPC NY W     -   0.99999209  x   0.99999751  =   0.99998960
 OF1687!UTM  18      -   0.99999209  x   1.00020020  =   1.00019228
 OF1687
 OF1687:                Primary Azimuth Mark                     Grid Az
 OF1687:SPC NY W     -  1713                                     270 55 57.1
 OF1687:UTM  18      -  1713                                     273 23 24.9
 OF1687
 OF1687|---------------------------------------------------------------------|
 OF1687| PID    Reference Object                     Distance      Geod. Az  |
 OF1687|                                                           dddmmss.s |
 OF1687| OF1717 1713                                APPROX. 0.8 KM 2713121.9 |
 OF1687|---------------------------------------------------------------------|
 OF1687
 OF1687                          SUPERSEDED SURVEY CONTROL
 OF1687
 OF1687  NAD 83(1986)-  43 17 13.03267(N)    077 43 21.25092(W) AD(       ) 2
 OF1687  NAD 27      -  43 17 12.81264(N)    077 43 22.22744(W) AD(       ) 2
 OF1687  NGVD 29 (07/19/86)   86.5    (m)          284.     (f) VERT ANG       
 OF1687
 OF1687.Superseded values are not recommended for survey control.
 OF1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1687.See file dsdata.txt to determine how the superseded data were derived.
 OF1687
 OF1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7911896281(NAD 83)
 OF1687_MARKER: DD = SURVEY DISK
 OF1687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1687_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1687
 OF1687  HISTORY     - Date     Condition        Report By
 OF1687  HISTORY     - 1969     MONUMENTED       NY-055
 OF1687  HISTORY     - 1974     GOOD             NY-055
 OF1687
 OF1687                          STATION DESCRIPTION
 OF1687
 OF1687'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1687'IN GREECE ALONG FRISBEE HILL ROAD
 OF1687'
 OF1687'0.55 MILE EAST OF STATION FRISBEE 1969
 OF1687'
 OF1687'0.1 MILE WEST OF EAST MANITOU ROAD
 OF1687'
 OF1687'13.8 FEET SOUTH OF THE CENTERLINE OF FRISBEE HILL ROAD IN THE
 OF1687'NORTHWEST CORNER OF THE YARD OF HOUSE NO. 101
 OF1687'
 OF1687'12.3 FEET NORTHWEST OF A 20-INCH MAPLE TREE
 OF1687'
 OF1687'65.6 FEET NORTHEAST OF GASOLINE PUMP
 OF1687'
 OF1687'A MONROE COUNTY SURVEY STANDARD BRONZE DISK STAMPED 352-3 IN
 OF1687'THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF1687
 OF1687                          STATION RECOVERY (1974)
 OF1687
 OF1687'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1687'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1672 ***********************************************************************
 OF1672  DESIGNATION -  352 4
 OF1672  PID         -  OF1672
 OF1672  STATE/COUNTY-  NY/MONROE
 OF1672  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1672
 OF1672                         *CURRENT SURVEY CONTROL
 OF1672  ___________________________________________________________________
 OF1672* NAD 83(1996)-  43 17 12.68453(N)    077 42 52.18973(W)     ADJUSTED  
 OF1672* NAVD 88     -        77.0    (meters)     253.     (feet)  VERTCON   
 OF1672  ___________________________________________________________________
 OF1672  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OF1672  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1672
 OF1672  HORZ ORDER  -  SECOND
 OF1672
 OF1672.The horizontal coordinates were established by classical geodetic methods
 OF1672.and adjusted by the National Geodetic Survey in January 1999..
 OF1672
 OF1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1672
 OF1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1672
 OF1672.The geoid height was determined by GEOID03.
 OF1672
 OF1672;                    North         East     Units Scale Factor Converg.
 OF1672;SPC NY W     -   365,403.123   420,511.040   MT  0.99999864   +0 35 44.7
 OF1672;SPC NY W     - 1,198,826.75  1,379,626.64   sFT  0.99999864   +0 35 44.7
 OF1672;UTM  18      - 4,796,248.881   279,772.810   MT  1.00019665   -1 51 43.0
 OF1672
 OF1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1672!SPC NY W     -   0.99999355  x   0.99999864  =   0.99999219
 OF1672!UTM  18      -   0.99999355  x   1.00019665  =   1.00019020
 OF1672
 OF1672:                Primary Azimuth Mark                     Grid Az
 OF1672:SPC NY W     -  352 3                                    270 19 41.8
 OF1672:UTM  18      -  352 3                                    272 47 09.5
 OF1672
 OF1672|---------------------------------------------------------------------|
 OF1672| PID    Reference Object                     Distance      Geod. Az  |
 OF1672|                                                           dddmmss.s |
 OF1672| OF1687 352 3                               APPROX. 0.7 KM 2705526.5 |
 OF1672|---------------------------------------------------------------------|
 OF1672
 OF1672                          SUPERSEDED SURVEY CONTROL
 OF1672
 OF1672  NAD 83(1986)-  43 17 12.69127(N)    077 42 52.18873(W) AD(       ) 2
 OF1672  NAD 27      -  43 17 12.47111(N)    077 42 53.16668(W) AD(       ) 2
 OF1672  NGVD 29 (07/19/86)   77.2    (m)          253.     (f) VERT ANG       
 OF1672
 OF1672.Superseded values are not recommended for survey control.
 OF1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1672.See file dsdata.txt to determine how the superseded data were derived.
 OF1672
 OF1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7977396249(NAD 83)
 OF1672_MARKER: DD = SURVEY DISK
 OF1672_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1672
 OF1672  HISTORY     - Date     Condition        Report By
 OF1672  HISTORY     - 1939     MONUMENTED       NYGS
 OF1672  HISTORY     - 1969     GOOD             CGS
 OF1672  HISTORY     - 1974     GOOD             NY-055
 OF1672
 OF1672                          STATION DESCRIPTION
 OF1672
 OF1672'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF1672'IN GREECE, 23.6 FEET EAST OF CENTER LINE OF LOWDEN POINT ROAD,
 OF1672'OPPOSITE EAST END OF FRISBEE HILL ROAD, 71.2 FEET NORTHEAST OF
 OF1672'POLE 739, 56.7 FEET EAST OF 24-INCH MAPLE AT NORTHWEST CORNER
 OF1672'OF INTERSECTION OF ROADS, 35 FEET NORTH OF NORTH RANGE LINE OF
 OF1672'FRAME BARN, 6.8 FEET NORTHEAST OF EAST END OF 12-INCH RCP (NO
 OF1672'HEAD WALL) UNDER LOWDEN POINT ROAD, 4.4 FEET NORTH OF CENTER
 OF1672'LINE OF FRISBEE HILL ROAD (EXTENDED), AND 3.5 FEET NORTH OF
 OF1672'U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE
 OF1672'SURVEY STANDARD DISK IN CONCRETE AND 0.2 FOOT ABOVE GROUND.
 OF1672
 OF1672                          STATION RECOVERY (1969)
 OF1672
 OF1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1672'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1672'
 OF1672'IN GREECE AT INTERSECTION OF FRISBEE HILL
 OF1672'
 OF1672'ROAD AND FLYNN ROAD (LOWDEN POINT ROAD)
 OF1672'
 OF1672'0.95 MILE EAST OF STATION FRISBEE 1969
 OF1672'
 OF1672'5.5 FEET NORTHEAST OF SIGN
 OF1672'
 OF1672'16.5 FEET SOUTHEAST OF SIGN
 OF1672'
 OF1672'24.0 FEET EAST OF CENTER LINE OF LOWDEN POINT ROAD
 OF1672'
 OF1672'4.9 FEET NORTH OF PROJECTED CENTERLINE OF FRISBEE HILL ROAD
 OF1672'AND CULVERT
 OF1672'
 OF1672'STATION IS
 OF1672'
 OF1672'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1672'STAMPED 352-4 IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 OF1672'
 OF1672'NOTE--STATION 352-4 1939 WAS FOUND TO HAVE THE PLATE LOST AND A PK
 OF1672'NAIL IN ITS PLACE.  MC GEOD S PLATE WAS SET IN PLACE OF NAIL.
 OF1672
 OF1672                          STATION RECOVERY (1974)
 OF1672
 OF1672'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1672'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1713 ***********************************************************************
 OF1713  DESIGNATION -  352 6
 OF1713  PID         -  OF1713
 OF1713  STATE/COUNTY-  NY/MONROE
 OF1713  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1713
 OF1713                         *CURRENT SURVEY CONTROL
 OF1713  ___________________________________________________________________
 OF1713* NAD 83(1996)-  43 16 43.46512(N)    077 42 31.09009(W)     ADJUSTED  
 OF1713* NAVD 88     -        79.70   (+/-2cm)     261.5    (feet)  VERTCON   
 OF1713  ___________________________________________________________________
 OF1713  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 OF1713  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1713
 OF1713  HORZ ORDER  -  SECOND
 OF1713  VERT ORDER  -  THIRD ? (See Below)
 OF1713
 OF1713.The horizontal coordinates were established by classical geodetic methods
 OF1713.and adjusted by the National Geodetic Survey in January 1999..
 OF1713
 OF1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1713.The vertical order pertains to the NGVD 29 superseded value.
 OF1713
 OF1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1713
 OF1713.The geoid height was determined by GEOID03.
 OF1713
 OF1713;                    North         East     Units Scale Factor Converg.
 OF1713;SPC NY W     -   364,506.406   420,996.135   MT  0.99999948   +0 35 58.8
 OF1713;SPC NY W     - 1,195,884.77  1,381,218.15   sFT  0.99999948   +0 35 58.8
 OF1713;UTM  18      - 4,795,332.009   280,219.097   MT  1.00019423   -1 51 27.5
 OF1713
 OF1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1713!SPC NY W     -   0.99999312  x   0.99999948  =   0.99999260
 OF1713!UTM  18      -   0.99999312  x   1.00019423  =   1.00018735
 OF1713
 OF1713:                Primary Azimuth Mark                     Grid Az
 OF1713:SPC NY W     -  1712                                     272 24 26.3
 OF1713:UTM  18      -  1712                                     274 51 52.6
 OF1713
 OF1713|---------------------------------------------------------------------|
 OF1713| PID    Reference Object                     Distance      Geod. Az  |
 OF1713|                                                           dddmmss.s |
 OF1713| OF1714 1712                                APPROX. 0.5 KM 2730025.1 |
 OF1713|---------------------------------------------------------------------|
 OF1713
 OF1713                          SUPERSEDED SURVEY CONTROL
 OF1713
 OF1713  NAD 83(1986)-  43 16 43.47184(N)    077 42 31.08906(W) AD(       ) 2
 OF1713  NAD 27      -  43 16 43.25104(N)    077 42 32.06906(W) AD(       ) 2
 OF1713  NGVD 29 (07/19/86)   79.89   (m)          262.1    (f) LEVELING    3  
 OF1713
 OF1713.Superseded values are not recommended for survey control.
 OF1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1713.See file dsdata.txt to determine how the superseded data were derived.
 OF1713
 OF1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8021995332(NAD 83)
 OF1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1713
 OF1713  HISTORY     - Date     Condition        Report By
 OF1713  HISTORY     - UNK      MONUMENTED
 OF1713  HISTORY     - 1974     GOOD             NY-055
 OF1713
 OF1713                          STATION DESCRIPTION
 OF1713
 OF1713'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1713'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF1713'IN GREECE, 0.3 MI E OF FLYNN RD, ON S SIDE OF KUHN RD, 24.0 FT S OF CL
 OF1713'OF KUHN RD, 6.3 FT W OF POLE OTC 21, AND 4.0 FT E OF MONROE COUNTY
 OF1713'WITNESS POST.  STATION IS A STANDARD NYSS DISK STAMPED---352-6---IN
 OF1713'CONCRETE POST 0.1 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1712 ***********************************************************************
 OF1712  DESIGNATION -  352 7
 OF1712  PID         -  OF1712
 OF1712  STATE/COUNTY-  NY/MONROE
 OF1712  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1712
 OF1712                         *CURRENT SURVEY CONTROL
 OF1712  ___________________________________________________________________
 OF1712* NAD 83(1996)-  43 16 43.41057(N)    077 42 06.36617(W)     ADJUSTED  
 OF1712* NAVD 88     -        77.28   (+/-2cm)     253.5    (feet)  VERTCON   
 OF1712  ___________________________________________________________________
 OF1712  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OF1712  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1712
 OF1712  HORZ ORDER  -  SECOND
 OF1712  VERT ORDER  -  THIRD ? (See Below)
 OF1712
 OF1712.The horizontal coordinates were established by classical geodetic methods
 OF1712.and adjusted by the National Geodetic Survey in January 1999..
 OF1712
 OF1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1712.The vertical order pertains to the NGVD 29 superseded value.
 OF1712
 OF1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1712
 OF1712.The geoid height was determined by GEOID03.
 OF1712
 OF1712;                    North         East     Units Scale Factor Converg.
 OF1712;SPC NY W     -   364,510.580   421,553.587   MT  1.00000046   +0 36 15.8
 OF1712;SPC NY W     - 1,195,898.46  1,383,047.06   sFT  1.00000046   +0 36 15.8
 OF1712;UTM  18      - 4,795,312.275   280,776.323   MT  1.00019122   -1 51 10.5
 OF1712
 OF1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1712!SPC NY W     -   0.99999350  x   1.00000046  =   0.99999396
 OF1712!UTM  18      -   0.99999350  x   1.00019122  =   1.00018472
 OF1712
 OF1712:                Primary Azimuth Mark                     Grid Az
 OF1712:SPC NY W     -  352 6                                    269 34 15.6
 OF1712:UTM  18      -  352 6                                    272 01 41.9
 OF1712
 OF1712|---------------------------------------------------------------------|
 OF1712| PID    Reference Object                     Distance      Geod. Az  |
 OF1712|                                                           dddmmss.s |
 OF1712| OF1713 352 6                               APPROX. 0.6 KM 2701031.4 |
 OF1712|---------------------------------------------------------------------|
 OF1712
 OF1712                          SUPERSEDED SURVEY CONTROL
 OF1712
 OF1712  NAD 83(1986)-  43 16 43.41724(N)    077 42 06.36512(W) AD(       ) 2
 OF1712  NAD 27      -  43 16 43.19635(N)    077 42 07.34693(W) AD(       ) 2
 OF1712  NGVD 29 (07/19/86)   77.47   (m)          254.2    (f) LEVELING    3  
 OF1712
 OF1712.Superseded values are not recommended for survey control.
 OF1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1712.See file dsdata.txt to determine how the superseded data were derived.
 OF1712
 OF1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8077695312(NAD 83)
 OF1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1712
 OF1712  HISTORY     - Date     Condition        Report By
 OF1712  HISTORY     - UNK      MONUMENTED
 OF1712  HISTORY     - 1974     GOOD             NY-055
 OF1712  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1712
 OF1712                          STATION DESCRIPTION
 OF1712
 OF1712'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1712'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF1712'IN GREECE ON N SIDE OF KUHN RD, 0.3 MI W OF LONG POND RD, 23.8 FT N OF
 OF1712'CL OF KUHN RD, 12.2 FT W OF W RANGE LINE OF ST MARKS R C CHURCH, AND
 OF1712'0.3 MI S OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYSS
 OF1712'DISK STAMPED---352-7---IN CONCRETE POST AT GRADE.
 OF1712
 OF1712                          STATION RECOVERY (1994)
 OF1712
 OF1712'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1294 ***********************************************************************
 KU1294  DESIGNATION -  353
 KU1294  PID         -  KU1294
 KU1294  STATE/COUNTY-  NY/KINGS
 KU1294  USGS QUAD   -  BROOKLYN (1979)
 KU1294
 KU1294                         *CURRENT SURVEY CONTROL
 KU1294  ___________________________________________________________________
 KU1294* NAD 83(1986)-  40 39 54.     (N)    073 59 23.     (W)     SCALED    
 KU1294* NAVD 88     -        27.977  (meters)      91.79   (feet)  ADJUSTED  
 KU1294  ___________________________________________________________________
 KU1294  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU1294  DYNAMIC HT  -          27.966 (meters)      91.75  (feet)  COMP
 KU1294  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 KU1294
 KU1294  VERT ORDER  -  FIRST     CLASS II
 KU1294
 KU1294.The horizontal coordinates were scaled from a topographic map and have
 KU1294.an estimated accuracy of +/- 6 seconds.
 KU1294
 KU1294.The orthometric height was determined by differential leveling
 KU1294.and adjusted by the National Geodetic Survey in June 1991..
 KU1294
 KU1294.The geoid height was determined by GEOID03.
 KU1294
 KU1294.The dynamic height is computed by dividing the NAVD 88
 KU1294.geopotential number by the normal gravity value computed on the
 KU1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1294.degrees latitude (g = 980.6199 gals.).
 KU1294
 KU1294.The modeled gravity was interpolated from observed gravity values.
 KU1294
 KU1294;                    North         East    Units  Estimated Accuracy
 KU1294;SPC NY L     -    55,340.      300,870.      MT  (+/- 180 meters Scaled)
 KU1294
 KU1294                          SUPERSEDED SURVEY CONTROL
 KU1294
 KU1294  NGVD 29 (??/??/92)   28.315  (m)           92.90   (f) ADJ UNCH    1 2
 KU1294
 KU1294.Superseded values are not recommended for survey control.
 KU1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1294.See file dsdata.txt to determine how the superseded data were derived.
 KU1294
 KU1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL853020(NAD 83)
 KU1294_MARKER: B = BOLT
 KU1294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1294_SP_SET: WATER TABLE
 KU1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1294
 KU1294  HISTORY     - Date     Condition        Report By
 KU1294  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1294  HISTORY     - 1952     GOOD             NGS
 KU1294  HISTORY     - 20060216 MARK NOT FOUND   GEOCAC
 KU1294
 KU1294                          STATION DESCRIPTION
 KU1294
 KU1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1294'AT NEW YORK.
 KU1294'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT 16TH STREET AND 5TH
 KU1294'AVENUE, A 1/4-INCH COPPER BOLT IN THE TOP OF WATER TABLE AT WEST
 KU1294'CORNER OF BUILDING AND 72ND PRECINCT POLICE STATION AND 3 FEET
 KU1294'ABOVE SIDE WALK.
 KU1294
 KU1294                          STATION RECOVERY (2006)
 KU1294
 KU1294'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1294'THE MARK WAS NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU1294' 
 KU1294'THE POLICE PRECINCT BUILDING HAS BEEN RAZED AND THE LOCATION IS
 KU1294'CURRENTLY A PARKING LOT.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1676 ***********************************************************************
 OF1676  DESIGNATION -  355 MCGS 1969
 OF1676  PID         -  OF1676
 OF1676  STATE/COUNTY-  NY/MONROE
 OF1676  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1676
 OF1676                         *CURRENT SURVEY CONTROL
 OF1676  ___________________________________________________________________
 OF1676* NAD 83(1996)-  43 19 56.78092(N)    077 44 54.32194(W)     ADJUSTED  
 OF1676* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 OF1676  ___________________________________________________________________
 OF1676  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 OF1676  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OF1676
 OF1676  HORZ ORDER  -  SECOND
 OF1676
 OF1676.The horizontal coordinates were established by classical geodetic methods
 OF1676.and adjusted by the National Geodetic Survey in January 1999..
 OF1676
 OF1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1676
 OF1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1676
 OF1676.The geoid height was determined by GEOID03.
 OF1676
 OF1676;                    North         East     Units Scale Factor Converg.
 OF1676;SPC NY W     -   370,438.910   417,707.150   MT  0.99999387   +0 34 22.7
 OF1676;SPC NY W     - 1,215,348.32  1,370,427.54   sFT  0.99999387   +0 34 22.7
 OF1676;UTM  18      - 4,801,401.388   277,187.000   MT  1.00021074   -1 53 12.6
 OF1676
 OF1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1676!SPC NY W     -   0.99999346  x   0.99999387  =   0.99998733
 OF1676!UTM  18      -   0.99999346  x   1.00021074  =   1.00020420
 OF1676
 OF1676:                Primary Azimuth Mark                     Grid Az
 OF1676:SPC NY W     -  PAYNE 2 AZ MK                            110 35 19.5
 OF1676:UTM  18      -  PAYNE 2 AZ MK                            113 02 54.8
 OF1676
 OF1676|---------------------------------------------------------------------|
 OF1676| PID    Reference Object                     Distance      Geod. Az  |
 OF1676|                                                           dddmmss.s |
 OF1676| OF1685 PAYNE 2 AZ MK                       APPROX. 1.0 KM 1110942.2 |
 OF1676| OF1675 334 MCGS 1969                       APPROX. 0.6 KM 1793511.8 |
 OF1676|---------------------------------------------------------------------|
 OF1676
 OF1676                          SUPERSEDED SURVEY CONTROL
 OF1676
 OF1676  NAD 83(1986)-  43 19 56.78658(N)    077 44 54.32066(W) AD(       ) 2
 OF1676  NAD 27      -  43 19 56.56919(N)    077 44 55.29259(W) AD(       ) 2
 OF1676  NGVD 29 (07/19/86)   77.8    (m)          255.     (f) VERT ANG       
 OF1676
 OF1676.Superseded values are not recommended for survey control.
 OF1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1676.See file dsdata.txt to determine how the superseded data were derived.
 OF1676
 OF1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP7718701401(NAD 83)
 OF1676_MARKER: DD = SURVEY DISK
 OF1676_SETTING: 0 = UNSPECIFIED SETTING
 OF1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1676
 OF1676  HISTORY     - Date     Condition        Report By
 OF1676  HISTORY     - 1969     MONUMENTED       NY-055
 OF1676  HISTORY     - 1971     GOOD             USGS
 OF1676  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1676
 OF1676                          STATION DESCRIPTION
 OF1676
 OF1676'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1676'IN PARMA NEAR GREECE-PARMA LINE AT INTERSECTION OF ONTARIO
 OF1676'PARKWAY AND PAYNE BEACH ROAD.
 OF1676'
 OF1676'IN THE SOUTHERLY ONE OF THE TREE GRASSY ISLAND.
 OF1676'
 OF1676'0.1 MILE SOUTHEAST FROM STATION PAYNE-2.
 OF1676'
 OF1676'23.3 FEET NORTH OF SIGN.
 OF1676'
 OF1676'51.0 FEET EAST OF THE CENTER LINE OF PAVEMENT OF PAYNE BEACH ROAD.
 OF1676'
 OF1676'75.2 FEET NORTHEAST OF NORTHWEST CORNER OF STONE HEADWALL.
 OF1676'
 OF1676'116.6 FEET WEST OF NORTHWEST CORNER OF STONE HEADWALL.
 OF1676'
 OF1676'STATON IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1676'STAMPED 355 IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 OF1676
 OF1676                          STATION RECOVERY (1971)
 OF1676
 OF1676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1676'STATION FOUND ON TRIANGULAR GRASS PLOT IN LINE WITH PAYNE BEACH
 OF1676'ROAD JUST SOUTH OF THE SOUTH LANE OF THE ONTARIO STATE PARKWAY.
 OF1676
 OF1676                          STATION RECOVERY (1994)
 OF1676
 OF1676'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0234 ***********************************************************************
 OG0234  DESIGNATION -  3550
 OG0234  PID         -  OG0234
 OG0234  STATE/COUNTY-  NY/NIAGARA
 OG0234  USGS QUAD   -  
 OG0234
 OG0234                         *CURRENT SURVEY CONTROL
 OG0234  ___________________________________________________________________
 OG0234* NAD 83(1986)-  43 06 33.     (N)    079 03 35.     (W)     SCALED    
 OG0234* NAVD 88     -       169.293  (meters)     555.42   (feet)  ADJUSTED  
 OG0234  ___________________________________________________________________
 OG0234  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OG0234  DYNAMIC HT  -         169.252 (meters)     555.29  (feet)  COMP
 OG0234  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OG0234
 OG0234  VERT ORDER  -  FIRST     CLASS 0
 OG0234
 OG0234.The horizontal coordinates were scaled from a topographic map and have
 OG0234.an estimated accuracy of +/- 6 seconds.
 OG0234
 OG0234.The orthometric height was determined by differential leveling
 OG0234.and adjusted by the National Geodetic Survey in June 1991..
 OG0234
 OG0234.The geoid height was determined by GEOID03.
 OG0234
 OG0234.The dynamic height is computed by dividing the NAVD 88
 OG0234.geopotential number by the normal gravity value computed on the
 OG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0234.degrees latitude (g = 980.6199 gals.).
 OG0234
 OG0234.The modeled gravity was interpolated from observed gravity values.
 OG0234
 OG0234;                    North         East    Units  Estimated Accuracy
 OG0234;SPC NY W     -   345,410.      311,230.      MT  (+/- 180 meters Scaled)
 OG0234
 OG0234                          SUPERSEDED SURVEY CONTROL
 OG0234
 OG0234.No superseded survey control is available for this station.
 OG0234
 OG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578747(NAD 83)
 OG0234_MARKER: Z = SEE DESCRIPTION
 OG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0234_SP_SET: ABUTMENT
 OG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0234
 OG0234  HISTORY     - Date     Condition        Report By
 OG0234  HISTORY     - UNK      MONUMENTED       USLS
 OG0234  HISTORY     - 1970     GOOD             USLS
 OG0234  HISTORY     - 1977     GOOD             NGS
 OG0234
 OG0234                          STATION DESCRIPTION
 OG0234
 OG0234'DESCRIBED BY US LAKE SURVEY 1970
 OG0234'IN NIAGARA FALLS.
 OG0234'LOWER ARCH BRIDGE CARRYING RAILWAY AND A ROADWAY OVER NIAGARA RIVER,
 OG0234'0.5 MILE NORTHEAST OF POST OFFICE, TABLET IN EAST FACE OF CONCRETE
 OG0234'RETAINING WALL ON NORTH SIDE OF WEST OR CANADIAN END ABUTMENT, 13.5
 OG0234'FEET NORTH OF MOST NORTHERLY STEEL GIRDER, 2.2 FEET SOUTH OF
 OG0234'NORTHEAST CORNER AND 2 FEET ABOVE SIDEWALK LEVEL.
 OG0234
 OG0234                          STATION RECOVERY (1977)
 OG0234
 OG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1668 ***********************************************************************
 OF1668  DESIGNATION -  355=PAYNE RESET
 OF1668  PID         -  OF1668
 OF1668  STATE/COUNTY-  NY/MONROE
 OF1668  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1668
 OF1668                         *CURRENT SURVEY CONTROL
 OF1668  ___________________________________________________________________
 OF1668* NAD 83(1996)-  43 20 05.63744(N)    077 44 54.28666(W)     ADJUSTED  
 OF1668* NAVD 88     -        75.89   (+/-2cm)     249.0    (feet)  VERTCON   
 OF1668  ___________________________________________________________________
 OF1668  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 OF1668  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OF1668
 OF1668  HORZ ORDER  -  FIRST
 OF1668  VERT ORDER  -  THIRD ? (See Below)
 OF1668
 OF1668.The horizontal coordinates were established by classical geodetic methods
 OF1668.and adjusted by the National Geodetic Survey in January 1999..
 OF1668
 OF1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1668.The vertical order pertains to the NGVD 29 superseded value.
 OF1668
 OF1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1668
 OF1668.The geoid height was determined by GEOID03.
 OF1668
 OF1668;                    North         East     Units Scale Factor Converg.
 OF1668;SPC NY W     -   370,712.223   417,705.212   MT  0.99999387   +0 34 22.8
 OF1668;SPC NY W     - 1,216,245.02  1,370,421.18   sFT  0.99999387   +0 34 22.8
 OF1668;UTM  18      - 4,801,674.591   277,196.795   MT  1.00021068   -1 53 12.9
 OF1668
 OF1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1668!SPC NY W     -   0.99999373  x   0.99999387  =   0.99998760
 OF1668!UTM  18      -   0.99999373  x   1.00021068  =   1.00020441
 OF1668
 OF1668:                Primary Azimuth Mark                     Grid Az
 OF1668:SPC NY W     -  431                                      108 12 37.3
 OF1668:UTM  18      -  431                                      110 40 13.0
 OF1668
 OF1668|---------------------------------------------------------------------|
 OF1668| PID    Reference Object                     Distance      Geod. Az  |
 OF1668|                                                           dddmmss.s |
 OF1668| DA2160 431                                                1084700.1 |
 OF1668| OF2304 ROCHESTER KODAK PARK N STACK        APPROX.17.8 KM 1474237.6 |
 OF1668| OF2241 WEST KODAK STACK                    APPROX.17.1 KM 1505543.9 |
 OF1668| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX.22.0 KM 1513359.7 |
 OF1668| OF2273 ROCHESTER RADIO STATION WHEC TOWER  APPROX.19.5 KM 1584607.8 |
 OF1668| DA2178 PAYNE RM 1                           71.560 METERS 18902     |
 OF1668| OF2555 HILTON MUNICIPAL TANK 1939          APPROX. 6.8 KM 2093900.4 |
 OF1668| DA2179 PAYNE RM 2                           44.265 METERS 25031     |
 OF1668| OF2550 BRADDOCK POINT LIGHTHOUSE           APPROX. 1.3 KM 3020052.3 |
 OF1668| DA2159 356                                                3071349.3 |
 OF1668|---------------------------------------------------------------------|
 OF1668
 OF1668                          SUPERSEDED SURVEY CONTROL
 OF1668
 OF1668  NAD 83(1986)-  43 20 05.64434(N)    077 44 54.28599(W) AD(       ) 1
 OF1668  NAD 27      -  43 20 05.42641(N)    077 44 55.25809(W) AD(       ) 1
 OF1668  NGVD 29 (07/19/86)   76.09   (m)          249.6    (f) LEVELING    3  
 OF1668
 OF1668.Superseded values are not recommended for survey control.
 OF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1668.See file dsdata.txt to determine how the superseded data were derived.
 OF1668
 OF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP7719701675(NAD 83)
 OF1668_MARKER: DS = TRIANGULATION STATION DISK
 OF1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF1668
 OF1668  HISTORY     - Date     Condition        Report By
 OF1668  HISTORY     - 1939     MONUMENTED       CGS
 OF1668  HISTORY     - 1952     SEE DESCRIPTION  USGS
 OF1668  HISTORY     - 1969     SEE DESCRIPTION  NY-055
 OF1668  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1668
 OF1668                          STATION DESCRIPTION
 OF1668
 OF1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF1668'STATION WAS FORMERLY 355 (N.Y. GEOD. S., 1936) WHICH WAS REMOVED
 OF1668'AND REPLACED BY A STANDARD DISK SET IN A CONCRETE CYLINDER AND
 OF1668'COVERED BY A CAST-IRON SEWER CAP.  IT IS LOCATED ABOUT 4 MILES
 OF1668'NORTH-NORTHEAST OF HILTON, ON THE SOUTH SHORE OF LAKE ONTARIO
 OF1668'AND ON THE WEST END OF PAYNE BEACH SUBDIVISION.  IT IS 35 FEET
 OF1668'SOUTH OF THE WATER LINE, AT THE NORTH END OF MANITOU ROAD.  30
 OF1668'FEET EAST OF A NORTH-SOUTH FENCE LINE AND 20 FEET WEST OF A
 OF1668'NORTH-SOUTH FENCE LINE.  BOTH FENCE LINES ARE THE RIGHT-OF-WAY
 OF1668'FENCES OF MANITOU ROAD.  A METAL SIGN U.S. MARKER IS 4 FEET
 OF1668'NORTH OF THE STATION.
 OF1668'
 OF1668'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OF1668'DISKS SET IN CONCRETE.
 OF1668'
 OF1668'REFERENCE MARK NO.1 IS SOUTH OF THE STATION, 30 FEET WEST OF
 OF1668'THE CENTER LINE OF MANITOU ROAD AND 4 FEET EAST OF THE
 OF1668'RIGHT-OF-WAY FENCE.
 OF1668'
 OF1668'REFERENCE MARK NO.2 IS SOUTHWEST OF THE STATION, ABOUT 100 FEET
 OF1668'WEST OF MANITOU ROAD, AND ABOUT 75 FEET SOUTH OF A LANE THAT
 OF1668'PARALLELS THE LAKE SHORE, ON THE PROPERTY OF CHARLES HASLIP, 2
 OF1668'FEET WEST OF A POWER LINE POLE.
 OF1668'
 OF1668'356 (N.Y. GEOD. S.), IS USED AS AN AZIMUTH MARK.
 OF1668'
 OF1668'431 (N.Y. GEOD. S.), IS USED AS AN AZIMUTH
 OF1668'MARK.  A METAL SIGN U.S. MARKER IS 4 FEET WEST OF THE MARK.
 OF1668'
 OF1668'HEIGHT OF LIGHT ABOVE STATION MARK 28.6 METERS.
 OF1668
 OF1668                          STATION RECOVERY (1952)
 OF1668
 OF1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 OF1668'STATION WAS DESTROYED WHEN HIGH WATERS WASHED AWAY THE LAKE
 OF1668'SHORE AT THIS POINT.
 OF1668
 OF1668                          STATION RECOVERY (1969)
 OF1668
 OF1668'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1969 (AJR)
 OF1668'USC AND GS DESCRIPTION IS ADEQUATE TO REACH IMMEDIATE GENERAL
 OF1668'AREA.  HOWEVER, DETAILED DIMENSIONS TO STATION DO NOT
 OF1668'COINCIDE.  MANITOU ROAD (NOW CALLED PAYNE BEACH ROAD) HAS BEEN
 OF1668'EXTENDED TO A BARRACADE OVERLOOKING THE WATERS EDGE (LAKE
 OF1668'ONTARIO).  APPARENTLY THE ROADWAY HAS DESTROYED OR CHANGED THE
 OF1668'SURFACE SO HAD NO SUCCESS IN RECOVERING MARK.
 OF1668'
 OF1668'NO. 1 AND NO. 2 WER FOUND AS DESCRIPTION OF LOCATION VERY
 OF1668'SKETCHY AND LOCAL AREA (ROADS, FENCES, POWER POLES) HAS BEEN
 OF1668'GREATLY ALTERED OVER RECENT YEARS.
 OF1668
 OF1668                          STATION RECOVERY (1994)
 OF1668
 OF1668'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1113 ***********************************************************************
 OF1113  DESIGNATION -  359.2
 OF1113  PID         -  OF1113
 OF1113  STATE/COUNTY-  NY/MONROE
 OF1113  USGS QUAD   -  SPENCERPORT (1978)
 OF1113
 OF1113                         *CURRENT SURVEY CONTROL
 OF1113  ___________________________________________________________________
 OF1113* NAD 83(1986)-  43 14 40.     (N)    077 45 06.     (W)     SCALED    
 OF1113* NAVD 88     -       109.239  (meters)     358.39   (feet)  ADJUSTED  
 OF1113  ___________________________________________________________________
 OF1113  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1113  DYNAMIC HT  -         109.214 (meters)     358.31  (feet)  COMP
 OF1113  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 OF1113
 OF1113  VERT ORDER  -  FIRST     CLASS II
 OF1113
 OF1113.The horizontal coordinates were scaled from a topographic map and have
 OF1113.an estimated accuracy of +/- 6 seconds.
 OF1113
 OF1113.The orthometric height was determined by differential leveling
 OF1113.and adjusted by the National Geodetic Survey in September 1994..
 OF1113
 OF1113.The geoid height was determined by GEOID03.
 OF1113
 OF1113.The dynamic height is computed by dividing the NAVD 88
 OF1113.geopotential number by the normal gravity value computed on the
 OF1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1113.degrees latitude (g = 980.6199 gals.).
 OF1113
 OF1113.The modeled gravity was interpolated from observed gravity values.
 OF1113
 OF1113;                    North         East    Units  Estimated Accuracy
 OF1113;SPC NY W     -   360,660.      417,540.      MT  (+/- 180 meters Scaled)
 OF1113
 OF1113                          SUPERSEDED SURVEY CONTROL
 OF1113
 OF1113  NAVD 88 (06/15/91)  109.248  (m)          358.42   (f) UNKNOWN     1 2
 OF1113  NGVD 29 (??/??/92)  109.430  (m)          359.02   (f) ADJ UNCH    1 2
 OF1113
 OF1113.Superseded values are not recommended for survey control.
 OF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1113.See file dsdata.txt to determine how the superseded data were derived.
 OF1113
 OF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN766916(NAD 83)
 OF1113_MARKER: Q = CHISELED SQUARE
 OF1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1113_SP_SET: CULVERT
 OF1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1113
 OF1113  HISTORY     - Date     Condition        Report By
 OF1113  HISTORY     - 1942     MONUMENTED       USGS
 OF1113  HISTORY     - 1974     GOOD             NYDPW
 OF1113  HISTORY     - 19940930 MARK NOT FOUND   USPSQD
 OF1113
 OF1113                          STATION DESCRIPTION
 OF1113
 OF1113'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OF1113'1.9 MI N FROM WEST GREECE.
 OF1113'TO REACH FROM WEST GREECE GO ABOUT 1.9 MILES NORTHERLY ALONG
 OF1113'MANITOU ROAD TO INTERSECTION OF MANITOU AND PECK ROADS AND
 OF1113'SITE OF BENCH MARK. THE MARK IS ABOUT 24.0 FEET NORTH OF
 OF1113'CENTERLINE OF PECK ROAD. ABOUT 19.0 FEET EAST OF AND ABOUT 0.5 OF
 OF1113'FOOT ABOVE CENTERLINE OF MANITOU ROAD, ON THE SOUTHWEST CORNER
 OF1113'OF AN L SHAPED HEADWALL OF CONCRETE CULVERT.
 OF1113
 OF1113                          STATION RECOVERY (1974)
 OF1113
 OF1113'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1974
 OF1113'RECOVERED IN GOOD CONDITION.
 OF1113
 OF1113                          STATION RECOVERY (1994)
 OF1113
 OF1113'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1592 ***********************************************************************
 OE1592  DESIGNATION -  360 USGS
 OE1592  PID         -  OE1592
 OE1592  STATE/COUNTY-  NY/MONTGOMERY
 OE1592  USGS QUAD   -  OPPENHEIM (1945)
 OE1592
 OE1592                         *CURRENT SURVEY CONTROL
 OE1592  ___________________________________________________________________
 OE1592* NAD 83(1986)-  43 00 01.     (N)    074 40 46.     (W)     SCALED    
 OE1592* NAVD 88     -       109.637  (meters)     359.70   (feet)  ADJUSTED  
 OE1592  ___________________________________________________________________
 OE1592  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 OE1592  DYNAMIC HT  -         109.606 (meters)     359.60  (feet)  COMP
 OE1592  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 OE1592
 OE1592  VERT ORDER  -  FIRST     CLASS II
 OE1592
 OE1592.The horizontal coordinates were scaled from a topographic map and have
 OE1592.an estimated accuracy of +/- 6 seconds.
 OE1592
 OE1592.The orthometric height was determined by differential leveling
 OE1592.and adjusted by the National Geodetic Survey in June 1991..
 OE1592
 OE1592.The geoid height was determined by GEOID03.
 OE1592
 OE1592.The dynamic height is computed by dividing the NAVD 88
 OE1592.geopotential number by the normal gravity value computed on the
 OE1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1592.degrees latitude (g = 980.6199 gals.).
 OE1592
 OE1592.The modeled gravity was interpolated from observed gravity values.
 OE1592
 OE1592;                    North         East    Units  Estimated Accuracy
 OE1592;SPC NY E     -   462,720.      135,370.      MT  (+/- 180 meters Scaled)
 OE1592
 OE1592                          SUPERSEDED SURVEY CONTROL
 OE1592
 OE1592.No superseded survey control is available for this station.
 OE1592
 OE1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN261608(NAD 83)
 OE1592_MARKER: DD = SURVEY DISK
 OE1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1592_STAMPING: 360 ALBANY
 OE1592_MARK LOGO: USGS  
 OE1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1592
 OE1592  HISTORY     - Date     Condition        Report By
 OE1592  HISTORY     - UNK      MONUMENTED       USGS
 OE1592  HISTORY     - 1981     GOOD             NGS
 OE1592  HISTORY     - 20030730 GOOD             USPSQD
 OE1592
 OE1592                          STATION DESCRIPTION
 OE1592
 OE1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OE1592'IN ST JOHNSVILLE.
 OE1592'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OE1592'IN ST JOHNSVILLE, AT THE JUNCTION OF CENTER AND MONROE STREETS, SET
 OE1592'VERTICALLY IN THE SOUTHWEST FACE NEAR THE WEST CORNER OF THE GRACE
 OE1592'CONGREGATIONAL UNITED CHURCH OF CHRIST, 21.64 METERS (71.0 FEET)
 OE1592'SOUTHWEST OF THE CENTER LINE OF MONROE STREET, 14.32 METERS (47.0
 OE1592'FEET) SOUTHEAST OF THE CENTER LINE OF CENTER STREET, 0.22 METER (0.8
 OE1592'FOOT) SOUTHEAST OF THE WEST CORNER OF THE CHURCH.
 OE1592'THE MARK IS 0.60 M ABOVE GROUND.
 OE1592
 OE1592                          STATION RECOVERY (2003)
 OE1592
 OE1592'RECOVERY NOTE BY US POWER SQUADRON 2003 (FAS)
 OE1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2567 ***********************************************************************
 OF2567  DESIGNATION -  361 1 MCGS 1969
 OF2567  PID         -  OF2567
 OF2567  STATE/COUNTY-  NY/MONROE
 OF2567  USGS QUAD   -  HILTON (1976)
 OF2567
 OF2567                         *CURRENT SURVEY CONTROL
 OF2567  ___________________________________________________________________
 OF2567* NAD 83(1996)-  43 18 36.64724(N)    077 48 02.35516(W)     ADJUSTED  
 OF2567* NAVD 88     -        92.3    (meters)     303.     (feet)  VERTCON   
 OF2567  ___________________________________________________________________
 OF2567  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OF2567  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2567
 OF2567  HORZ ORDER  -  SECOND
 OF2567
 OF2567.The horizontal coordinates were established by classical geodetic methods
 OF2567.and adjusted by the National Geodetic Survey in January 1999..
 OF2567
 OF2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2567
 OF2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2567
 OF2567.The geoid height was determined by GEOID03.
 OF2567
 OF2567;                    North         East     Units Scale Factor Converg.
 OF2567;SPC NY W     -   367,925.025   413,494.597   MT  0.99998708   +0 32 12.8
 OF2567;SPC NY W     - 1,207,100.69  1,356,606.86   sFT  0.99998708   +0 32 12.8
 OF2567;UTM  18      - 4,799,070.036   272,869.454   MT  1.00023464   -1 55 18.9
 OF2567
 OF2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2567!SPC NY W     -   0.99999114  x   0.99998708  =   0.99997822
 OF2567!UTM  18      -   0.99999114  x   1.00023464  =   1.00022577
 OF2567
 OF2567:                Primary Azimuth Mark                     Grid Az
 OF2567:SPC NY W     -  2923                                     086 05 15.4
 OF2567:UTM  18      -  2923                                     088 32 47.1
 OF2567
 OF2567|---------------------------------------------------------------------|
 OF2567| PID    Reference Object                     Distance      Geod. Az  |
 OF2567|                                                           dddmmss.s |
 OF2567| OF2621 2923                                APPROX. 0.5 KM 0863728.2 |
 OF2567|---------------------------------------------------------------------|
 OF2567
 OF2567                          SUPERSEDED SURVEY CONTROL
 OF2567
 OF2567  NAD 83(1986)-  43 18 36.65391(N)    077 48 02.35414(W) AD(       ) 2
 OF2567  NAD 27      -  43 18 36.43699(N)    077 48 03.32027(W) AD(       ) 2
 OF2567  NGVD 29 (07/19/86)   92.5    (m)          303.     (f) VERT ANG       
 OF2567
 OF2567.Superseded values are not recommended for survey control.
 OF2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2567.See file dsdata.txt to determine how the superseded data were derived.
 OF2567
 OF2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7286999070(NAD 83)
 OF2567_MARKER: DD = SURVEY DISK
 OF2567_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2567
 OF2567  HISTORY     - Date     Condition        Report By
 OF2567  HISTORY     - 1969     MONUMENTED       NY-055
 OF2567  HISTORY     - 1974     GOOD             NY-055
 OF2567
 OF2567                          STATION DESCRIPTION
 OF2567
 OF2567'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2567'IN PARMA ALONG CURTIS ROAD
 OF2567'
 OF2567'0.3 MILES WEST OF NORTH AVENUE
 OF2567'
 OF2567'0.3 MILES EAST OF STATION GIOIA 1969
 OF2567'
 OF2567'19.2 FEET NORTH OF CENTERLINE OF PAVEMENT CURTIS ROAD
 OF2567'
 OF2567'185.7 FEET EAST OF EAST RANGE LINE HOUSE 557
 OF2567'
 OF2567'34.6 FEET SOUTHWEST OF POLE 56-11
 OF2567'
 OF2567'87.0 FEET NORTHEAST OF CORNER FENCE POST
 OF2567'
 OF2567'133.6 FT. EAST OF POLE 57-12
 OF2567'
 OF2567'STATION IS A STANDARD MONROE COUNTY GEODETIC SURVEY DISK IN
 OF2567'CONCRETE POST, 0.8 FEET BELOW GRADE.
 OF2567
 OF2567                          STATION RECOVERY (1974)
 OF2567
 OF2567'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2567'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2576 ***********************************************************************
 OF2576  DESIGNATION -  361 2 NYGS 1969
 OF2576  PID         -  OF2576
 OF2576  STATE/COUNTY-  NY/MONROE
 OF2576  USGS QUAD   -  HILTON (1976)
 OF2576
 OF2576                         *CURRENT SURVEY CONTROL
 OF2576  ___________________________________________________________________
 OF2576* NAD 83(1996)-  43 18 35.34832(N)    077 48 25.21537(W)     ADJUSTED  
 OF2576* NAVD 88     -        98.52   (+/-2cm)     323.2    (feet)  VERTCON   
 OF2576  ___________________________________________________________________
 OF2576  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 OF2576  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2576
 OF2576  HORZ ORDER  -  SECOND
 OF2576  VERT ORDER  -  THIRD ? (See Below)
 OF2576
 OF2576.The horizontal coordinates were established by classical geodetic methods
 OF2576.and adjusted by the National Geodetic Survey in January 1999..
 OF2576
 OF2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2576.The vertical order pertains to the NGVD 29 superseded value.
 OF2576
 OF2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2576
 OF2576.The geoid height was determined by GEOID03.
 OF2576
 OF2576;                    North         East     Units Scale Factor Converg.
 OF2576;SPC NY W     -   367,880.134   412,979.821   MT  0.99998627   +0 31 57.1
 OF2576;SPC NY W     - 1,206,953.41  1,354,917.96   sFT  0.99998627   +0 31 57.1
 OF2576;UTM  18      - 4,799,047.265   272,353.098   MT  1.00023753   -1 55 34.6
 OF2576
 OF2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2576!SPC NY W     -   0.99999016  x   0.99998627  =   0.99997643
 OF2576!UTM  18      -   0.99999016  x   1.00023753  =   1.00022769
 OF2576
 OF2576:                Primary Azimuth Mark                     Grid Az
 OF2576:SPC NY W     -  2921                                     267 10 30.5
 OF2576:UTM  18      -  2921                                     269 38 02.2
 OF2576
 OF2576|---------------------------------------------------------------------|
 OF2576| PID    Reference Object                     Distance      Geod. Az  |
 OF2576|                                                           dddmmss.s |
 OF2576| OF2620 2921                                APPROX. 0.5 KM 2674227.6 |
 OF2576|---------------------------------------------------------------------|
 OF2576
 OF2576                          SUPERSEDED SURVEY CONTROL
 OF2576
 OF2576  NAD 83(1986)-  43 18 35.35502(N)    077 48 25.21440(W) AD(       ) 2
 OF2576  NAD 27      -  43 18 35.13823(N)    077 48 26.17990(W) AD(       ) 2
 OF2576  NGVD 29 (07/19/86)   98.71   (m)          323.9    (f) LEVELING    3  
 OF2576
 OF2576.Superseded values are not recommended for survey control.
 OF2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2576.See file dsdata.txt to determine how the superseded data were derived.
 OF2576
 OF2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7235399047(NAD 83)
 OF2576_MARKER: DD = SURVEY DISK
 OF2576_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2576_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2576
 OF2576  HISTORY     - Date     Condition        Report By
 OF2576  HISTORY     - 1939     MONUMENTED       NYGS
 OF2576  HISTORY     - 1969     GOOD             CGS
 OF2576  HISTORY     - 1974     GOOD             NY-055
 OF2576
 OF2576                          STATION DESCRIPTION
 OF2576
 OF2576'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2576'IN PARMA, 0.65 MILE WEST OF NORTH AVENUE, 22.2 FEET SOUTH OF
 OF2576'CENTER LINE OF CURTIS ROAD, 68.6 FEET NORTHEAST OF NORTHWEST
 OF2576'CORNER OF PORCH OF HOUSE 617, 63.2 FEET NORTH OF NORTHEAST
 OF2576'CORNER OF HOUSE, 38.6 FEET EAST OF 10-INCH MAPLE, 17.2 FEET EAST
 OF2576'OF POLE 72A, 16.6 FEET NORTHWEST OF 12-INCH HORSE CHESTNUT TREE,
 OF2576'AND 3.3 FEET NORTH OF U.S. REFERENCE MARK.  STATION IS A
 OF2576'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF2576'FLUSH WITH GROUND.
 OF2576
 OF2576                          STATION RECOVERY (1969)
 OF2576
 OF2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2576'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2576'
 OF2576'IN PARMA, ALONG CURTIS ROAD
 OF2576'
 OF2576'0.65 MILE WEST OF NORTH AVENUE
 OF2576'
 OF2576'273.6 FEET NORTHWEST OF TRIANGULATION STATION GIOIA 1969
 OF2576'
 OF2576'22.2 FEET SOUTH OF CENTER OF CURTIS ROAD
 OF2576'
 OF2576'62.8 FEET NORTH OF NORTHEAST CORNER OF HOUSE 617
 OF2576'
 OF2576'17.7 FEET EAST OF POLE RG AND E 67A
 OF2576'
 OF2576'37.6 FEET EAST OF 16 IN MAPLE
 OF2576'
 OF2576'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2576'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2576
 OF2576                          STATION RECOVERY (1974)
 OF2576
 OF2576'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2576'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2561 ***********************************************************************
 OF2561  DESIGNATION -  361 3 MCGS 1969
 OF2561  PID         -  OF2561
 OF2561  STATE/COUNTY-  NY/MONROE
 OF2561  USGS QUAD   -  HILTON (1976)
 OF2561
 OF2561                         *CURRENT SURVEY CONTROL
 OF2561  ___________________________________________________________________
 OF2561* NAD 83(1996)-  43 18 34.29526(N)    077 48 59.68552(W)     ADJUSTED  
 OF2561* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 OF2561  ___________________________________________________________________
 OF2561  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 OF2561  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2561
 OF2561  HORZ ORDER  -  SECOND
 OF2561
 OF2561.The horizontal coordinates were established by classical geodetic methods
 OF2561.and adjusted by the National Geodetic Survey in January 1999..
 OF2561
 OF2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2561
 OF2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2561
 OF2561.The geoid height was determined by GEOID03.
 OF2561
 OF2561;                    North         East     Units Scale Factor Converg.
 OF2561;SPC NY W     -   367,840.462   412,203.340   MT  0.99998508   +0 31 33.5
 OF2561;SPC NY W     - 1,206,823.25  1,352,370.46   sFT  0.99998508   +0 31 33.5
 OF2561;UTM  18      - 4,799,040.940   271,575.432   MT  1.00024189   -1 55 58.2
 OF2561
 OF2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2561!SPC NY W     -   0.99999156  x   0.99998508  =   0.99997664
 OF2561!UTM  18      -   0.99999156  x   1.00024189  =   1.00023344
 OF2561
 OF2561|---------------------------------------------------------------------|
 OF2561| PID    Reference Object                     Distance      Geod. Az  |
 OF2561|                                                           dddmmss.s |
 OF2561| OF2620 2921                                234.768 METERS 08722     |
 OF2561| OF2576 361 2 NYGS 1969                     APPROX. 0.8 KM 0873604.2 |
 OF2561|---------------------------------------------------------------------|
 OF2561
 OF2561                          SUPERSEDED SURVEY CONTROL
 OF2561
 OF2561  NAD 83(1986)-  43 18 34.30200(N)    077 48 59.68455(W) AD(       ) 2
 OF2561  NAD 27      -  43 18 34.08559(N)    077 49 00.64851(W) AD(       ) 2
 OF2561  NGVD 29 (07/19/86)   89.8    (m)          295.     (f) VERT ANG       
 OF2561
 OF2561.Superseded values are not recommended for survey control.
 OF2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2561.See file dsdata.txt to determine how the superseded data were derived.
 OF2561
 OF2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7157599041(NAD 83)
 OF2561_MARKER: DD = SURVEY DISK
 OF2561_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2561
 OF2561  HISTORY     - Date     Condition        Report By
 OF2561  HISTORY     - 1969     MONUMENTED       NY-055
 OF2561  HISTORY     - 1974     GOOD             NY-055
 OF2561
 OF2561                          STATION DESCRIPTION
 OF2561
 OF2561'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2561'IN PARMA, ALONG CURTIS ROAD 0.3 MILE EAST OF HAMLIN-PARMA T.L. ROAD
 OF2561'
 OF2561'22 FT. NORTH OF CENTER PAVEMENT CURTIS ROAD
 OF2561'
 OF2561'99.4 FT. WEST OF POLE 81, 406, 3C
 OF2561'
 OF2561'4.8 FT. NORTH OF MAILBOX POST
 OF2561'
 OF2561'97.4 FT. NORTHEAST OF NORTHEAST CORNER AND
 OF2561'
 OF2561'15.8 FT. EAST OF EAST RANGELINE OF HOUSE 721
 OF2561'
 OF2561'3 FT. SOUTH OF WITNESS POST
 OF2561'
 OF2561'A STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2561'STAMPED 361-3 IN THE TOP OF A CONCRETE POST.
 OF2561
 OF2561                          STATION RECOVERY (1974)
 OF2561
 OF2561'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2561'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0325 ***********************************************************************
 OF0325  DESIGNATION -  363
 OF0325  PID         -  OF0325
 OF0325  STATE/COUNTY-  NY/OSWEGO
 OF0325  USGS QUAD   -  FULTON (1978)
 OF0325
 OF0325                         *CURRENT SURVEY CONTROL
 OF0325  ___________________________________________________________________
 OF0325* NAD 83(1986)-  43 19 23.     (N)    076 25 02.     (W)     SCALED    
 OF0325* NAVD 88     -       110.914  (meters)     363.89   (feet)  ADJUSTED  
 OF0325  ___________________________________________________________________
 OF0325  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OF0325  DYNAMIC HT  -         110.889 (meters)     363.81  (feet)  COMP
 OF0325  MODELED GRAV-     980,397.6   (mgal)                       NAVD 88
 OF0325
 OF0325  VERT ORDER  -  FIRST     CLASS II
 OF0325
 OF0325.The horizontal coordinates were scaled from a topographic map and have
 OF0325.an estimated accuracy of +/- 6 seconds.
 OF0325
 OF0325.The orthometric height was determined by differential leveling
 OF0325.and adjusted by the National Geodetic Survey in June 1991..
 OF0325
 OF0325.The geoid height was determined by GEOID03.
 OF0325
 OF0325.The dynamic height is computed by dividing the NAVD 88
 OF0325.geopotential number by the normal gravity value computed on the
 OF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0325.degrees latitude (g = 980.6199 gals.).
 OF0325
 OF0325.The modeled gravity was interpolated from observed gravity values.
 OF0325
 OF0325;                    North         East    Units  Estimated Accuracy
 OF0325;SPC NY C     -   369,070.      263,470.      MT  (+/- 180 meters Scaled)
 OF0325
 OF0325                          SUPERSEDED SURVEY CONTROL
 OF0325
 OF0325  NGVD 29 (??/??/92)  111.101  (m)          364.50   (f) ADJ UNCH    1 2
 OF0325
 OF0325.Superseded values are not recommended for survey control.
 OF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0325.See file dsdata.txt to determine how the superseded data were derived.
 OF0325
 OF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN850976(NAD 83)
 OF0325_MARKER: DD = SURVEY DISK
 OF0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0325_SP_SET: BUILDING
 OF0325_STAMPING: OSWGO 363
 OF0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0325
 OF0325  HISTORY     - Date     Condition        Report By
 OF0325  HISTORY     - UNK      MONUMENTED       USGS
 OF0325  HISTORY     - 1942     GOOD             NGS
 OF0325  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF0325
 OF0325                          STATION DESCRIPTION
 OF0325
 OF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0325'AT FULTON.
 OF0325'AT FULTON, OSWEGO COUNTY, AT THE INTERSECTION OF FIRST AND ROCHESTER
 OF0325'STREETS, AT CITY HALL ON FIRST STREET, IN THE WEST WALL, 0.4 FOOT
 OF0325'SOUTH OF THE NORTHWEST CORNER, AND 2.4 FEET ABOVE THE GROUND. A
 OF0325'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED OSWGO 363
 OF0325'AND SET VERTICALLY.
 OF0325
 OF0325                          STATION RECOVERY (1990)
 OF0325
 OF0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (RJB)
 OF0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1058 ***********************************************************************
 LX1058  DESIGNATION -  365
 LX1058  PID         -  LX1058
 LX1058  STATE/COUNTY-  NY/WESTCHESTER
 LX1058  USGS QUAD   -  HAVERSTRAW (1979)
 LX1058
 LX1058                         *CURRENT SURVEY CONTROL
 LX1058  ___________________________________________________________________
 LX1058* NAD 83(1986)-  41 13 29.     (N)    073 55 18.     (W)     SCALED    
 LX1058* NAVD 88     -         2.736  (meters)       8.98   (feet)  ADJUSTED  
 LX1058  ___________________________________________________________________
 LX1058  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LX1058  DYNAMIC HT  -           2.735 (meters)       8.97  (feet)  COMP
 LX1058  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 LX1058
 LX1058  VERT ORDER  -  FIRST     CLASS II
 LX1058
 LX1058.The horizontal coordinates were scaled from a topographic map and have
 LX1058.an estimated accuracy of +/- 6 seconds.
 LX1058
 LX1058.The orthometric height was determined by differential leveling
 LX1058.and adjusted by the National Geodetic Survey in June 1991..
 LX1058
 LX1058.The geoid height was determined by GEOID03.
 LX1058
 LX1058.The dynamic height is computed by dividing the NAVD 88
 LX1058.geopotential number by the normal gravity value computed on the
 LX1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1058.degrees latitude (g = 980.6199 gals.).
 LX1058
 LX1058.The modeled gravity was interpolated from observed gravity values.
 LX1058
 LX1058;                    North         East    Units  Estimated Accuracy
 LX1058;SPC NY E     -   265,660.      198,490.      MT  (+/- 180 meters Scaled)
 LX1058
 LX1058                          SUPERSEDED SURVEY CONTROL
 LX1058
 LX1058  NGVD 29 (??/??/92)    3.04   (m)           10.0    (f) COMPUTED    1 2
 LX1058
 LX1058.Superseded values are not recommended for survey control.
 LX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1058.See file dsdata.txt to determine how the superseded data were derived.
 LX1058
 LX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL903642(NAD 83)
 LX1058_MARKER: B = BOLT
 LX1058_SETTING: 66 = SET IN ROCK OUTCROP
 LX1058_SP_SET: ROCK OUTCROP
 LX1058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1058+STABILITY: POSITION/ELEVATION WELL
 LX1058
 LX1058  HISTORY     - Date     Condition        Report By
 LX1058  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1058  HISTORY     - 1955     MARK NOT FOUND   NGS
 LX1058
 LX1058                          STATION DESCRIPTION
 LX1058
 LX1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1058'AT OSCAWANA.
 LX1058'AT OSCAWANA, WESTCHESTER COUNTY, 198 YARDS NORTH OF THE NEW
 LX1058'YORK CENTRAL RAILROAD STATION ON THE HUDSON DIVISION, 412 YARDS
 LX1058'SOUTH OF THE SOUTH END OF A TUNNEL, 228 YARDS WEST OF SIGNAL
 LX1058'BRIDGE 364, 5.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 LX1058'AND IN THE TOP OF A SMALL ROCK, OUTCROP.  AN IRON BOLT.  NOTE-- IT
 LX1058'APPEARS THAT THE ROCK MAY HAVE BEEN REMOVED IN CONSTRUCTION
 LX1058'OF A DITCH.  MARK MAY BE COVERED WITH CINDERS AND BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0569 ***********************************************************************
 KV0569  DESIGNATION -  366 NYBE+A
 KV0569  PID         -  KV0569
 KV0569  STATE/COUNTY-  NY/KINGS
 KV0569  USGS QUAD   -  JERSEY CITY (1981)
 KV0569
 KV0569                         *CURRENT SURVEY CONTROL
 KV0569  ___________________________________________________________________
 KV0569* NAD 83(1986)-  40 40 46.     (N)    074 00 07.     (W)     SCALED    
 KV0569* NAVD 88     -        10.905  (meters)      35.78   (feet)  ADJUSTED  
 KV0569  ___________________________________________________________________
 KV0569  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0569  DYNAMIC HT  -          10.901 (meters)      35.76  (feet)  COMP
 KV0569  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 KV0569
 KV0569  VERT ORDER  -  FIRST     CLASS II
 KV0569
 KV0569.The horizontal coordinates were scaled from a topographic map and have
 KV0569.an estimated accuracy of +/- 6 seconds.
 KV0569
 KV0569.The orthometric height was determined by differential leveling
 KV0569.and adjusted by the National Geodetic Survey in June 1991..
 KV0569
 KV0569.The geoid height was determined by GEOID03.
 KV0569
 KV0569.The dynamic height is computed by dividing the NAVD 88
 KV0569.geopotential number by the normal gravity value computed on the
 KV0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0569.degrees latitude (g = 980.6199 gals.).
 KV0569
 KV0569.The modeled gravity was interpolated from observed gravity values.
 KV0569
 KV0569;                    North         East    Units  Estimated Accuracy
 KV0569;SPC NY L     -    56,940.      299,840.      MT  (+/- 180 meters Scaled)
 KV0569
 KV0569                          SUPERSEDED SURVEY CONTROL
 KV0569
 KV0569  NGVD 29 (??/??/??)   11.244  (m)           36.89   (f) ADJUSTED    1 2
 KV0569
 KV0569.Superseded values are not recommended for survey control.
 KV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0569.See file dsdata.txt to determine how the superseded data were derived.
 KV0569
 KV0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL843036(NAD 83)
 KV0569_MARKER: X = CHISELED CROSS
 KV0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0569_SP_SET: BUILDING
 KV0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0569+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 KV0569
 KV0569  HISTORY     - Date     Condition        Report By
 KV0569  HISTORY     - 1934     MONUMENTED       NYBE+A
 KV0569  HISTORY     - 1952     GOOD             CGS
 KV0569  HISTORY     - 20060707 GOOD             GEOCAC
 KV0569
 KV0569                          STATION DESCRIPTION
 KV0569
 KV0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0569'AT NEW YORK.
 KV0569'AT NEW YORK, IN BOROUGH OF BROOKLYN, NEAR JUNCTION OF HENRY
 KV0569'STREET AND 3RD PLACE, A 1 1/2-INCH CHISELED CROSS IN VERTICAL
 KV0569'FACE OF OLD PORTION OF PUBLIC SCHOOL NO. 142, 11 FEET NORTH OF
 KV0569'CENTER OF NORTH ONE OF EAST ENTRANCES TO BUILDING, 1 1/4 FEET
 KV0569'BELOW BENCH MARK 367(B.E. AND A.) AND 1/4 FOOT ABOVE LEVEL OF SIDE
 KV0569'WALK.
 KV0569
 KV0569                          STATION RECOVERY (2006)
 KV0569
 KV0569'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0569'FOUND AS DESCRIBED IN GOOD CONDITION.
 KV0569' 
 KV0569'THE SCHOOL IS CURRENTLY UNDERGOING MAINTENANCE AND A SCAFFOLDING
 KV0569'SURROUNDS THE OLD SECTION.  THE MARK IS HOWEVER ACCESSIBLE FROM THE
 KV0569'SIDEWALK.
 KV0569' 
 KV0569'THE MONUMENTATION DATE ON THE DATASHEET IS WRONG. THE MARK WAS SET IN
 KV0569'1909. THIS BENCH MARK IS ONE OF THE OVER 1100 MARKS SET IN 1909-1913
 KV0569'IN THE FIRST CITY-WIDE SURVEY DONE AFTER THE CONSOLODATION OF THE 5
 KV0569'BOROUGHS OF THE CITY IN 1898. THE SURVEY IS DOCUMENTED IN THE VOLUME
 KV0569''PRECISE LEVELING IN NEW YORK CITY' BY FREDERICK W. KOOP, PUBLISHED IN
 KV0569'1914.
 KV0569'THE ACRONYM 'NYBE+A' IN THE DESIGNATION STANDS FOR THE 'NEW YORK BOARD
 KV0569'OF ESTIMATE AND APPORTIONMENT' WHICH COMMISIONED THE SURVEY IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0568 ***********************************************************************
 KV0568  DESIGNATION -  367 NYBE+A
 KV0568  PID         -  KV0568
 KV0568  STATE/COUNTY-  NY/KINGS
 KV0568  USGS QUAD   -  JERSEY CITY (1981)
 KV0568
 KV0568                         *CURRENT SURVEY CONTROL
 KV0568  ___________________________________________________________________
 KV0568* NAD 83(1986)-  40 40 46.     (N)    074 00 07.     (W)     SCALED    
 KV0568* NAVD 88     -        11.263  (meters)      36.95   (feet)  ADJUSTED  
 KV0568  ___________________________________________________________________
 KV0568  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0568  DYNAMIC HT  -          11.259 (meters)      36.94  (feet)  COMP
 KV0568  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 KV0568
 KV0568  VERT ORDER  -  FIRST     CLASS II
 KV0568
 KV0568.The horizontal coordinates were scaled from a topographic map and have
 KV0568.an estimated accuracy of +/- 6 seconds.
 KV0568
 KV0568.The orthometric height was determined by differential leveling
 KV0568.and adjusted by the National Geodetic Survey in June 1991..
 KV0568.WARNING-Repeat measurements at this control monument indicate possible
 KV0568.vertical movement.
 KV0568
 KV0568.The geoid height was determined by GEOID03.
 KV0568
 KV0568.The dynamic height is computed by dividing the NAVD 88
 KV0568.geopotential number by the normal gravity value computed on the
 KV0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0568.degrees latitude (g = 980.6199 gals.).
 KV0568
 KV0568.The modeled gravity was interpolated from observed gravity values.
 KV0568
 KV0568;                    North         East    Units  Estimated Accuracy
 KV0568;SPC NY L     -    56,940.      299,840.      MT  (+/- 180 meters Scaled)
 KV0568
 KV0568                          SUPERSEDED SURVEY CONTROL
 KV0568
 KV0568  NGVD 29 (??/??/??)   11.602  (m)           38.06   (f) ADJUSTED    1 2
 KV0568
 KV0568.Superseded values are not recommended for survey control.
 KV0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0568.See file dsdata.txt to determine how the superseded data were derived.
 KV0568
 KV0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL843036(NAD 83)
 KV0568_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0568_SP_SET: BUILDING
 KV0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0568+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 KV0568
 KV0568  HISTORY     - Date     Condition        Report By
 KV0568  HISTORY     - 1934     MONUMENTED       NYBE+A
 KV0568  HISTORY     - 1952     GOOD             CGS
 KV0568  HISTORY     - 20060707 GOOD             GEOCAC
 KV0568
 KV0568                          STATION DESCRIPTION
 KV0568
 KV0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0568'AT NEW YORK.
 KV0568'AT NEW YORK, IN BOROUGH OF BROOKLYN, NEAR JUNCTION OF HENRY
 KV0568'STREET AND 3RD PLACE, SET VERTICALLY IN EAST FACE OF OLD PORTION OF
 KV0568'PUBLIC SCHOOL NO. 142, 11 FEET NORTH OF CENTER OF NORTH ONE OF
 KV0568'EAST ENTRANCES TO BUILDING AND 1 3/4 FEET ABOVE SIDE WALK.
 KV0568
 KV0568                          STATION RECOVERY (2006)
 KV0568
 KV0568'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0568'FOUND AS DESCRIBED IN GOOD CONDITION.
 KV0568' 
 KV0568'THE SCHOOL IS CURRENTLY UNDERGOING MAINTENANCE AND A SCAFFOLDING
 KV0568'SURROUNDS THE OLD SECTION.  THE MARK IS HOWEVER ACCESSIBLE FROM THE
 KV0568'SIDEWALK.
 KV0568' 
 KV0568'THE MONUMENTATION DATE ON THE DATASHEET IS WRONG. THE MARK WAS SET IN
 KV0568'1909. THIS BENCH MARK IS ONE OF THE OVER 1100 MARKS SET IN 1909-1913
 KV0568'IN THE FIRST CITY-WIDE SURVEY DONE AFTER THE CONSOLODATION OF THE 5
 KV0568'BOROUGHS OF THE CITY IN 1898. THE SURVEY IS DOCUMENTED IN THE VOLUME
 KV0568''PRECISE LEVELING IN NEW YORK CITY' BY FREDERICK W. KOOP, PUBLISHED IN
 KV0568'1914.
 KV0568'THE ACRONYM 'NYBE+A' IN THE DESIGNATION STANDS FOR THE 'NEW YORK BOARD
 KV0568'OF ESTIMATE AND APPORTIONMENT' WHICH COMMISIONED THE SURVEY IN 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2383 ***********************************************************************
 OF2383  DESIGNATION -  368 5 MCGS 1969
 OF2383  PID         -  OF2383
 OF2383  STATE/COUNTY-  NY/MONROE
 OF2383  USGS QUAD   -  SPENCERPORT (1978)
 OF2383
 OF2383                         *CURRENT SURVEY CONTROL
 OF2383  ___________________________________________________________________
 OF2383* NAD 83(1996)-  43 13 08.43418(N)    077 45 43.69450(W)     ADJUSTED  
 OF2383* NAVD 88     -       132.     (meters)     433.     (feet)  VERTCON   
 OF2383  ___________________________________________________________________
 OF2383  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OF2383  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OF2383
 OF2383  HORZ ORDER  -  SECOND
 OF2383
 OF2383.The horizontal coordinates were established by classical geodetic methods
 OF2383.and adjusted by the National Geodetic Survey in January 1999..
 OF2383
 OF2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2383
 OF2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2383
 OF2383.The geoid height was determined by GEOID03.
 OF2383
 OF2383;                    North         East     Units Scale Factor Converg.
 OF2383;SPC NY W     -   357,826.767   416,718.775   MT  0.99999224   +0 33 44.5
 OF2383;SPC NY W     - 1,173,969.98  1,367,184.85   sFT  0.99999224   +0 33 44.5
 OF2383;UTM  18      - 4,788,840.430   275,658.470   MT  1.00021916   -1 53 32.2
 OF2383
 OF2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2383!SPC NY W     -   0.99998491  x   0.99999224  =   0.99997715
 OF2383!UTM  18      -   0.99998491  x   1.00021916  =   1.00020407
 OF2383
 OF2383                          SUPERSEDED SURVEY CONTROL
 OF2383
 OF2383  NAD 83(1986)-  43 13 08.44117(N)    077 45 43.69327(W) AD(       ) 2
 OF2383  NAD 27      -  43 13 08.22121(N)    077 45 44.66802(W) AD(       ) 2
 OF2383  NGVD 29 (07/19/86)  132.     (m)          433.     (f) VERT ANG       
 OF2383
 OF2383.Superseded values are not recommended for survey control.
 OF2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2383.See file dsdata.txt to determine how the superseded data were derived.
 OF2383
 OF2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7565888840(NAD 83)
 OF2383_MARKER: DD = SURVEY DISK
 OF2383_SETTING: 0 = UNSPECIFIED SETTING
 OF2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2383
 OF2383  HISTORY     - Date     Condition        Report By
 OF2383  HISTORY     - 1969     MONUMENTED       NY-055
 OF2383
 OF2383                          STATION DESCRIPTION
 OF2383
 OF2383'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2383'IN PARMA, ALONG RIDGE ROAD.
 OF2383'
 OF2383'AT INTERSECTION OF PEASE ROAD AND RIDGE ROAD.
 OF2383'
 OF2383'0.75 MILE EAST OF STATION PARMA, 1969.
 OF2383'
 OF2383'43.8 FEET NORTH OF CENTER LINE OF PAVEMENT OF RIDGE ROAD.
 OF2383'
 OF2383'3.9 FEET EAST OF CENTER LINE OF PAVEMENT OF PEASE ROAD PRODUCED
 OF2383'NORTHERLY.
 OF2383'
 OF2383'46.5 FEET SOUTHEAST OF 15 IN MAPLE TREE.
 OF2383'
 OF2383'104.0 FEET SOUTH OF RG AND E POLE 251-B.
 OF2383'
 OF2383'13.8 FEET WEST OF POLE RGE-251 TR CIR 840.
 OF2383'
 OF2383'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2383'DISK STAMPED 368-5 IN THE TOP OF A CONCRETE POST COVERED 0.5
 OF2383'FEET BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2386 ***********************************************************************
 OF2386  DESIGNATION -  368 6 MCGS 1969
 OF2386  PID         -  OF2386
 OF2386  STATE/COUNTY-  NY/MONROE
 OF2386  USGS QUAD   -  SPENCERPORT (1978)
 OF2386
 OF2386                         *CURRENT SURVEY CONTROL
 OF2386  ___________________________________________________________________
 OF2386* NAD 83(1996)-  43 12 42.47134(N)    077 45 44.70614(W)     ADJUSTED  
 OF2386* NAVD 88     -       141.     (meters)     463.     (feet)  VERTCON   
 OF2386  ___________________________________________________________________
 OF2386  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OF2386  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OF2386
 OF2386  HORZ ORDER  -  SECOND
 OF2386
 OF2386.The horizontal coordinates were established by classical geodetic methods
 OF2386.and adjusted by the National Geodetic Survey in January 1999..
 OF2386
 OF2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2386
 OF2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2386
 OF2386.The geoid height was determined by GEOID03.
 OF2386
 OF2386;                    North         East     Units Scale Factor Converg.
 OF2386;SPC NY W     -   357,025.368   416,703.804   MT  0.99999221   +0 33 43.6
 OF2386;SPC NY W     - 1,171,340.73  1,367,135.73   sFT  0.99999221   +0 33 43.6
 OF2386;UTM  18      - 4,788,040.225   275,609.182   MT  1.00021943   -1 53 31.9
 OF2386
 OF2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2386!SPC NY W     -   0.99998350  x   0.99999221  =   0.99997571
 OF2386!UTM  18      -   0.99998350  x   1.00021943  =   1.00020293
 OF2386
 OF2386:                Primary Azimuth Mark                     Grid Az
 OF2386:SPC NY W     -  368 5 MCGS 1969                          001 04 12.7
 OF2386:UTM  18      -  368 5 MCGS 1969                          003 31 28.2
 OF2386
 OF2386|---------------------------------------------------------------------|
 OF2386| PID    Reference Object                     Distance      Geod. Az  |
 OF2386|                                                           dddmmss.s |
 OF2386| OF2383 368 5 MCGS 1969                     APPROX. 0.8 KM 0013756.3 |
 OF2386|---------------------------------------------------------------------|
 OF2386
 OF2386                          SUPERSEDED SURVEY CONTROL
 OF2386
 OF2386  NAD 83(1986)-  43 12 42.47833(N)    077 45 44.70487(W) AD(       ) 2
 OF2386  NAD 27      -  43 12 42.25821(N)    077 45 45.67981(W) AD(       ) 2
 OF2386  NGVD 29 (07/19/86)  141.     (m)          463.     (f) VERT ANG       
 OF2386
 OF2386.Superseded values are not recommended for survey control.
 OF2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2386.See file dsdata.txt to determine how the superseded data were derived.
 OF2386
 OF2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7560988040(NAD 83)
 OF2386_MARKER: DD = SURVEY DISK
 OF2386_SETTING: 0 = UNSPECIFIED SETTING
 OF2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2386
 OF2386  HISTORY     - Date     Condition        Report By
 OF2386  HISTORY     - 1969     MONUMENTED       NY-055
 OF2386
 OF2386                          STATION DESCRIPTION
 OF2386
 OF2386'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2386'IN PARMA, ALONG PEASE ROAD.
 OF2386'
 OF2386'O.5 MILE SOUTH OF RIDGE ROAD.
 OF2386'
 OF2386'0.80 MILE SOUTHEAST OF STATION PARMA, 1969.
 OF2386'
 OF2386'6.4 FEET SOUTH OF NORTH RANGE LINE OF HOUSE 106.
 OF2386'
 OF2386'46.5 FEET SOUTHWEST OF RG AND E POLE 226.
 OF2386'
 OF2386'8.0 FEET EAST OF FENCE LINE.
 OF2386'
 OF2386'51.1 FEET SOUTH OF POLE 17.
 OF2386'
 OF2386'13.5 FEET WEST OF CENTER OF ROAD.
 OF2386'
 OF2386'81.4 FEET SOUTHWEST OF NORTHWEST CORNER OF HOUSE 106.
 OF2386'
 OF2386'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2386'DISK STAMPED 368-6 IN THE TOP OF A CONCRETE POST COVERED 0.8
 OF2386'FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1581 ***********************************************************************
 KU1581  DESIGNATION -  37
 KU1581  PID         -  KU1581
 KU1581  STATE/COUNTY-  NY/NASSAU
 KU1581  USGS QUAD   -  SEA CLIFF (1979)
 KU1581
 KU1581                         *CURRENT SURVEY CONTROL
 KU1581  ___________________________________________________________________
 KU1581* NAD 83(1986)-  40 48 11.     (N)    073 38 47.     (W)     SCALED    
 KU1581* NAVD 88     -        11.098  (meters)      36.41   (feet)  ADJUSTED  
 KU1581  ___________________________________________________________________
 KU1581  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU1581  DYNAMIC HT  -          11.094 (meters)      36.40  (feet)  COMP
 KU1581  MODELED GRAV-     980,232.4   (mgal)                       NAVD 88
 KU1581
 KU1581  VERT ORDER  -  SECOND    CLASS 0
 KU1581
 KU1581.The horizontal coordinates were scaled from a topographic map and have
 KU1581.an estimated accuracy of +/- 6 seconds.
 KU1581
 KU1581.The orthometric height was determined by differential leveling
 KU1581.and adjusted by the National Geodetic Survey in June 1991..
 KU1581
 KU1581.The geoid height was determined by GEOID03.
 KU1581
 KU1581.The dynamic height is computed by dividing the NAVD 88
 KU1581.geopotential number by the normal gravity value computed on the
 KU1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1581.degrees latitude (g = 980.6199 gals.).
 KU1581
 KU1581.The modeled gravity was interpolated from observed gravity values.
 KU1581
 KU1581;                    North         East    Units  Estimated Accuracy
 KU1581;SPC NY L     -    70,730.      329,840.      MT  (+/- 180 meters Scaled)
 KU1581
 KU1581                          SUPERSEDED SURVEY CONTROL
 KU1581
 KU1581  NGVD 29 (??/??/92)   11.430  (m)           37.50   (f) ADJ UNCH    2 0
 KU1581
 KU1581.Superseded values are not recommended for survey control.
 KU1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1581.See file dsdata.txt to determine how the superseded data were derived.
 KU1581
 KU1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL141177(NAD 83)
 KU1581_MARKER: DD = SURVEY DISK
 KU1581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1581_SP_SET: BASIN
 KU1581_STAMPING: 37.579 37 WP
 KU1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1581
 KU1581  HISTORY     - Date     Condition        Report By
 KU1581  HISTORY     - UNK      MONUMENTED       USGS
 KU1581  HISTORY     - 1932     GOOD             NGS
 KU1581  HISTORY     - 1935     GOOD             NGS
 KU1581
 KU1581                          STATION DESCRIPTION
 KU1581
 KU1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1581'AT ROSLYN.
 KU1581'AT ROSLYN, NASSAU COUNTY, ON STATE HIGHWAY 25 A, IN THE
 KU1581'TRIANGLE FORMED BY THE JUNCTION OF BRYANT AVENUE AND SKILLMAN
 KU1581'STREET, AT THE PUBLIC FOUNTAIN, IN THE TOP OF THE WEST SIDE
 KU1581'OF THE SOUTH FRONT OF THE UPPER BASIN (USED AS A FLOWER BOX
 KU1581'IN 1935), AND 2 FEET ABOVE THE GROUND.
 KU1581
 KU1581                          STATION RECOVERY (1935)
 KU1581
 KU1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0410 ***********************************************************************
 OD0410  DESIGNATION -  37 DHRR
 OD0410  PID         -  OD0410
 OD0410  STATE/COUNTY-  NY/ESSEX
 OD0410  USGS QUAD   -  CROWN POINT (1950)
 OD0410
 OD0410                         *CURRENT SURVEY CONTROL
 OD0410  ___________________________________________________________________
 OD0410* NAD 83(1986)-  43 54 40.     (N)    073 25 08.     (W)     SCALED    
 OD0410* NAVD 88     -        33.753  (meters)     110.74   (feet)  ADJUSTED  
 OD0410  ___________________________________________________________________
 OD0410  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OD0410  DYNAMIC HT  -          33.748 (meters)     110.72  (feet)  COMP
 OD0410  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 OD0410
 OD0410  VERT ORDER  -  FIRST     CLASS I
 OD0410
 OD0410.The horizontal coordinates were scaled from a topographic map and have
 OD0410.an estimated accuracy of +/- 6 seconds.
 OD0410
 OD0410.The orthometric height was determined by differential leveling
 OD0410.and adjusted by the National Geodetic Survey in June 1991..
 OD0410.WARNING-Repeat measurements at this control monument indicate possible
 OD0410.vertical movement.
 OD0410
 OD0410.The geoid height was determined by GEOID03.
 OD0410
 OD0410.The dynamic height is computed by dividing the NAVD 88
 OD0410.geopotential number by the normal gravity value computed on the
 OD0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0410.degrees latitude (g = 980.6199 gals.).
 OD0410
 OD0410.The modeled gravity was interpolated from observed gravity values.
 OD0410
 OD0410;                    North         East    Units  Estimated Accuracy
 OD0410;SPC NY E     -   564,460.      236,830.      MT  (+/- 180 meters Scaled)
 OD0410
 OD0410                          SUPERSEDED SURVEY CONTROL
 OD0410
 OD0410.No superseded survey control is available for this station.
 OD0410
 OD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP269632(NAD 83)
 OD0410_MARKER: B = BOLT
 OD0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0410_SP_SET: CULVERT
 OD0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0410
 OD0410  HISTORY     - Date     Condition        Report By
 OD0410  HISTORY     - UNK      MONUMENTED       DHRR
 OD0410  HISTORY     - 1973     GOOD             NGS
 OD0410
 OD0410                          STATION DESCRIPTION
 OD0410
 OD0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0410'2.6 MI S FROM CROWN POINT.
 OD0410'ABOUT 2.6 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0410'STATION AT CROWN POINT, ABOUT 0.5 MILE SOUTH OF MILEPOST A 107 (NEW)
 OD0410'ABOUT 4 TELEPHONE POLES NORTH OF TWIN 5-FOOT PIPE CULVERT, 1/2 FOOT
 OD0410'ABOVE TRACKS AND ON TOP OF THE NORTHWEST ANCHOR BOLT ON THE NORTHWEST
 OD0410'CORNER OF CONCRETE FOUNDATION OF RAILROAD SIGNAL 106.1, 8 FEET EAST OF
 OD0410'THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0335 ***********************************************************************
 LY0335  DESIGNATION -  371
 LY0335  PID         -  LY0335
 LY0335  STATE/COUNTY-  NY/ROCKLAND
 LY0335  USGS QUAD   -  SLOATSBURG (1955)
 LY0335
 LY0335                         *CURRENT SURVEY CONTROL
 LY0335  ___________________________________________________________________
 LY0335* NAD 83(1986)-  41 09 39.     (N)    074 11 29.     (W)     SCALED    
 LY0335* NAVD 88     -       112.711  (meters)     369.79   (feet)  ADJUSTED  
 LY0335  ___________________________________________________________________
 LY0335  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0335  DYNAMIC HT  -         112.665 (meters)     369.64  (feet)  COMP
 LY0335  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 LY0335
 LY0335  VERT ORDER  -  SECOND    CLASS 0
 LY0335
 LY0335.The horizontal coordinates were scaled from a topographic map and have
 LY0335.an estimated accuracy of +/- 6 seconds.
 LY0335
 LY0335.The orthometric height was determined by differential leveling
 LY0335.and adjusted by the National Geodetic Survey in June 1991..
 LY0335
 LY0335.The geoid height was determined by GEOID03.
 LY0335
 LY0335.The dynamic height is computed by dividing the NAVD 88
 LY0335.geopotential number by the normal gravity value computed on the
 LY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0335.degrees latitude (g = 980.6199 gals.).
 LY0335
 LY0335.The modeled gravity was interpolated from observed gravity values.
 LY0335
 LY0335;                    North         East    Units  Estimated Accuracy
 LY0335;SPC NY E     -   258,450.      175,900.      MT  (+/- 180 meters Scaled)
 LY0335
 LY0335                          SUPERSEDED SURVEY CONTROL
 LY0335
 LY0335  NGVD 29 (??/??/92)  112.958  (m)          370.60   (f) ADJ UNCH    2 0
 LY0335
 LY0335.Superseded values are not recommended for survey control.
 LY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0335.See file dsdata.txt to determine how the superseded data were derived.
 LY0335
 LY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL678569(NAD 83)
 LY0335_MARKER: Q = CHISELED SQUARE
 LY0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0335_SP_SET: CONC PEDESTAL
 LY0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0335
 LY0335  HISTORY     - Date     Condition        Report By
 LY0335  HISTORY     - UNK      MONUMENTED       USGS
 LY0335  HISTORY     - 1933     GOOD             NGS
 LY0335  HISTORY     - 1942     GOOD             NGS
 LY0335
 LY0335                          STATION DESCRIPTION
 LY0335
 LY0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0335'0.2 MI N FROM SLOATSBURG.
 LY0335'ABOUT 1/4 MILE NORTH ALONG THE ERIE RAILROAD FROM THE STATION
 LY0335'AT SLOATSBURG, ROCKLAND COUNTY, AT STEEL AND CONCRETE HIGHWAY
 LY0335'OVERPASS NO. 34.83, ON THE TOP OF THE GROUT ON A CONCRETE
 LY0335'PEDESTAL, 12 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND TRACK,
 LY0335'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A CHISELED SQUARE.
 LY0335
 LY0335                          STATION RECOVERY (1942)
 LY0335
 LY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0296 ***********************************************************************
 OE0296  DESIGNATION -  372.03
 OE0296  PID         -  OE0296
 OE0296  STATE/COUNTY-  NY/HERKIMER
 OE0296  USGS QUAD   -  LITTLE FALLS (1943)
 OE0296
 OE0296                         *CURRENT SURVEY CONTROL
 OE0296  ___________________________________________________________________
 OE0296* NAD 83(1986)-  43 02 17.     (N)    074 51 56.     (W)     SCALED    
 OE0296* NAVD 88     -       112.963  (meters)     370.61   (feet)  ADJUSTED  
 OE0296  ___________________________________________________________________
 OE0296  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 OE0296  DYNAMIC HT  -         112.931 (meters)     370.51  (feet)  COMP
 OE0296  MODELED GRAV-     980,338.5   (mgal)                       NAVD 88
 OE0296
 OE0296  VERT ORDER  -  FIRST     CLASS II
 OE0296
 OE0296.The horizontal coordinates were scaled from a topographic map and have
 OE0296.an estimated accuracy of +/- 6 seconds.
 OE0296
 OE0296.The orthometric height was determined by differential leveling
 OE0296.and adjusted by the National Geodetic Survey in June 1991..
 OE0296
 OE0296.The geoid height was determined by GEOID03.
 OE0296
 OE0296.The dynamic height is computed by dividing the NAVD 88
 OE0296.geopotential number by the normal gravity value computed on the
 OE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0296.degrees latitude (g = 980.6199 gals.).
 OE0296
 OE0296.The modeled gravity was interpolated from observed gravity values.
 OE0296
 OE0296;                    North         East    Units  Estimated Accuracy
 OE0296;SPC NY E     -   466,960.      120,210.      MT  (+/- 180 meters Scaled)
 OE0296
 OE0296                          SUPERSEDED SURVEY CONTROL
 OE0296
 OE0296  NGVD 29 (??/??/92)  113.113  (m)          371.10   (f) ADJ UNCH    1 2
 OE0296
 OE0296.Superseded values are not recommended for survey control.
 OE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0296.See file dsdata.txt to determine how the superseded data were derived.
 OE0296
 OE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN109650(NAD 83)
 OE0296_MARKER: B = BOLT
 OE0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0296_SP_SET: WALL
 OE0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0296
 OE0296  HISTORY     - Date     Condition        Report By
 OE0296  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0296  HISTORY     - 1931     GOOD             NGS
 OE0296
 OE0296                          STATION DESCRIPTION
 OE0296
 OE0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0296'IN LITTLE FALLS.
 OE0296'ON NORTH GUIDE WALL OF NEW BARGE CANAL. 25 FEET EAST OF HANSEN AVENUE
 OE0296'BRIDGE. A BRASS BOLT CEMENTED IN 2 INCH HOLE IN CENTER OF 8 INCH BY 12
 OE0296'INCH CUT OF LIMESTONE SET IN CONCRETE WALL.  LIMESTONE CUT IS MARKED
 OE0296'B.M.EL. 372.03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0005 ***********************************************************************
 NC0005  DESIGNATION -  37.24
 NC0005  PID         -  NC0005
 NC0005  STATE/COUNTY-  NY/WYOMING
 NC0005  USGS QUAD   -  WYOMING (1976)
 NC0005
 NC0005                         *CURRENT SURVEY CONTROL
 NC0005  ___________________________________________________________________
 NC0005* NAD 83(1986)-  42 49 43.     (N)    078 04 10.     (W)     SCALED    
 NC0005* NAVD 88     -       291.62   (+/-2cm)     956.8    (feet)  VERTCON   
 NC0005  ___________________________________________________________________
 NC0005  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NC0005
 NC0005  VERT ORDER  -  THIRD (See Below)
 NC0005
 NC0005.The horizontal coordinates were scaled from a topographic map and have
 NC0005.an estimated accuracy of +/- 6 seconds.
 NC0005
 NC0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0005.The vertical order pertains to the NGVD 29 superseded value.
 NC0005
 NC0005.The geoid height was determined by GEOID03.
 NC0005
 NC0005;                    North         East    Units  Estimated Accuracy
 NC0005;SPC NY W     -   314,260.      392,020.      MT  (+/- 180 meters Scaled)
 NC0005
 NC0005                          SUPERSEDED SURVEY CONTROL
 NC0005
 NC0005  NGVD 29 (??/??/??)  291.77   (m)          957.2    (f) RESET       3  
 NC0005
 NC0005.Superseded values are not recommended for survey control.
 NC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0005.See file dsdata.txt to determine how the superseded data were derived.
 NC0005
 NC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH395459(NAD 83)
 NC0005_MARKER: Z = SEE DESCRIPTION
 NC0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0005_SP_SET: CULVERT
 NC0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0005
 NC0005  HISTORY     - Date     Condition        Report By
 NC0005  HISTORY     - UNK      MONUMENTED       BORR
 NC0005  HISTORY     - 1929     GOOD             NGS
 NC0005
 NC0005                          STATION DESCRIPTION
 NC0005
 NC0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0005'4.3 MI SW FROM PEARL CREEK.
 NC0005'ON CULVERT 37.24, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0005'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2588 ***********************************************************************
 OF2588  DESIGNATION -  373
 OF2588  PID         -  OF2588
 OF2588  STATE/COUNTY-  NY/MONROE
 OF2588  USGS QUAD   -  HILTON (1976)
 OF2588
 OF2588                         *CURRENT SURVEY CONTROL
 OF2588  ___________________________________________________________________
 OF2588* NAD 83(1996)-  43 17 16.88897(N)    077 47 34.42367(W)     ADJUSTED  
 OF2588* NAVD 88     -        84.60   (+/-2cm)     277.6    (feet)  VERTCON   
 OF2588  ___________________________________________________________________
 OF2588  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 OF2588  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2588
 OF2588  HORZ ORDER  -  SECOND
 OF2588  VERT ORDER  -  THIRD ? (See Below)
 OF2588
 OF2588.The horizontal coordinates were established by classical geodetic methods
 OF2588.and adjusted by the National Geodetic Survey in January 1999..
 OF2588
 OF2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2588.The vertical order pertains to the NGVD 29 superseded value.
 OF2588
 OF2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2588
 OF2588.The geoid height was determined by GEOID03.
 OF2588
 OF2588;                    North         East     Units Scale Factor Converg.
 OF2588;SPC NY W     -   365,469.695   414,147.313   MT  0.99998810   +0 32 31.2
 OF2588;SPC NY W     - 1,199,045.16  1,358,748.31   sFT  0.99998810   +0 32 31.2
 OF2588;UTM  18      - 4,796,588.360   273,416.389   MT  1.00023159   -1 54 56.9
 OF2588
 OF2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2588!SPC NY W     -   0.99999234  x   0.99998810  =   0.99998044
 OF2588!UTM  18      -   0.99999234  x   1.00023159  =   1.00022393
 OF2588
 OF2588:                Primary Azimuth Mark                     Grid Az
 OF2588:SPC NY W     -  2912                                     267 51 16.3
 OF2588:UTM  18      -  2912                                     270 18 44.4
 OF2588
 OF2588|---------------------------------------------------------------------|
 OF2588| PID    Reference Object                     Distance      Geod. Az  |
 OF2588|                                                           dddmmss.s |
 OF2588| OF2587 2912                                438.964 METERS 2682347.5 |
 OF2588| OF2594 2929                                222.053 METERS 35822     |
 OF2588|---------------------------------------------------------------------|
 OF2588
 OF2588                          SUPERSEDED SURVEY CONTROL
 OF2588
 OF2588  NAD 83(1986)-  43 17 16.89575(N)    077 47 34.42268(W) AD(       ) 2
 OF2588  NAD 27      -  43 17 16.67845(N)    077 47 35.39081(W) AD(       ) 2
 OF2588  NGVD 29 (07/19/86)   84.79   (m)          278.2    (f) LEVELING    3  
 OF2588
 OF2588.Superseded values are not recommended for survey control.
 OF2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2588.See file dsdata.txt to determine how the superseded data were derived.
 OF2588
 OF2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7341696588(NAD 83)
 OF2588_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2588
 OF2588  HISTORY     - Date     Condition        Report By
 OF2588  HISTORY     - UNK      MONUMENTED
 OF2588  HISTORY     - 1974     GOOD             NY-055
 OF2588
 OF2588                          STATION DESCRIPTION
 OF2588
 OF2588'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2588'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2588'IN PARMA ON S SIDE OF WEST AVE IN HILTON AT NORTH AVE, 3.3 FT S OF S
 OF2588'CURB OF WEST AVE, 23.2 FT W OF CL OF MARIAH ST, 7.1 FT E OF CL OF
 OF2588'NORTH AVE PRODUCED, AND 5.0 FT E OF MONROE COUNTY WITNESS POST.
 OF2588'STATION IS A STANDARD NYSS DISK STAMPED---373---IN CONCRETE POST
 OF2588'COVERED 0.4 FT AND IN CAST IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0883 ***********************************************************************
 PH0883  DESIGNATION -  374
 PH0883  PID         -  PH0883
 PH0883  STATE/COUNTY-  NY/ST LAWRENCE
 PH0883  USGS QUAD   -  HEUVELTON (1963)
 PH0883
 PH0883                         *CURRENT SURVEY CONTROL
 PH0883  ___________________________________________________________________
 PH0883* NAD 83(1986)-  44 33 11.     (N)    075 26 07.     (W)     SCALED    
 PH0883* NAVD 88     -       114.042  (meters)     374.15   (feet)  ADJUSTED  
 PH0883  ___________________________________________________________________
 PH0883  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 PH0883  DYNAMIC HT  -         114.033 (meters)     374.12  (feet)  COMP
 PH0883  MODELED GRAV-     980,537.4   (mgal)                       NAVD 88
 PH0883
 PH0883  VERT ORDER  -  SECOND    CLASS 0
 PH0883
 PH0883.The horizontal coordinates were scaled from a topographic map and have
 PH0883.an estimated accuracy of +/- 6 seconds.
 PH0883
 PH0883.The orthometric height was determined by differential leveling
 PH0883.and adjusted by the National Geodetic Survey in June 1991..
 PH0883
 PH0883.The geoid height was determined by GEOID03.
 PH0883
 PH0883.The dynamic height is computed by dividing the NAVD 88
 PH0883.geopotential number by the normal gravity value computed on the
 PH0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0883.degrees latitude (g = 980.6199 gals.).
 PH0883
 PH0883.The modeled gravity was interpolated from observed gravity values.
 PH0883
 PH0883;                    North         East    Units  Estimated Accuracy
 PH0883;SPC NY E     -   635,640.       75,690.      MT  (+/- 180 meters Scaled)
 PH0883
 PH0883                          SUPERSEDED SURVEY CONTROL
 PH0883
 PH0883  NGVD 29 (??/??/92)  114.175  (m)          374.59   (f) ADJ UNCH    2 0
 PH0883
 PH0883.Superseded values are not recommended for survey control.
 PH0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0883.See file dsdata.txt to determine how the superseded data were derived.
 PH0883
 PH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ654333(NAD 83)
 PH0883_MARKER: DD = SURVEY DISK
 PH0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0883_STAMPING: 374 1908
 PH0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0883
 PH0883  HISTORY     - Date     Condition        Report By
 PH0883  HISTORY     - 1908     MONUMENTED       USGS
 PH0883  HISTORY     - 1942     GOOD             NGS
 PH0883
 PH0883                          STATION DESCRIPTION
 PH0883
 PH0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0883'IN DEPEYSTER.
 PH0883'BENCH MARK IS SET VERTICALLY IN THE EAST FOUNDATION WALL OF THE
 PH0883'DEPEYSTER GRANGE BUILDING, IT IS 2.0 FEET NORTH OF THE SOUTHEAST
 PH0883'CORNER AND FLUSH WITH TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3949 ***********************************************************************
 LX3949  DESIGNATION -  374
 LX3949  PID         -  LX3949
 LX3949  STATE/COUNTY-  NY/WESTCHESTER
 LX3949  USGS QUAD   -  GLENVILLE (1971)
 LX3949
 LX3949                         *CURRENT SURVEY CONTROL
 LX3949  ___________________________________________________________________
 LX3949* NAD 83(1996)-  41 02 12.48539(N)    073 40 31.45210(W)     ADJUSTED  
 LX3949* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 LX3949  ___________________________________________________________________
 LX3949  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 LX3949  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX3949
 LX3949  HORZ ORDER  -  SECOND
 LX3949
 LX3949.The horizontal coordinates were established by classical geodetic methods
 LX3949.and adjusted by the National Geodetic Survey in January 1999..
 LX3949
 LX3949.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3949
 LX3949.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3949
 LX3949.The geoid height was determined by GEOID03.
 LX3949
 LX3949;                    North         East     Units Scale Factor Converg.
 LX3949;SPC NY E     -   244,961.690   219,332.389   MT  0.99995914   +0 32 29.1
 LX3949;SPC NY E     -   803,678.48    719,593.01   sFT  0.99995914   +0 32 29.1
 LX3949;UTM  18      - 4,543,687.450   611,340.008   MT  0.99975257   +0 52 11.1
 LX3949
 LX3949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3949!SPC NY E     -   0.99999152  x   0.99995914  =   0.99995066
 LX3949!UTM  18      -   0.99999152  x   0.99975257  =   0.99974409
 LX3949
 LX3949                          SUPERSEDED SURVEY CONTROL
 LX3949
 LX3949  NAD 83(1996)-  41 02 12.48560(N)    073 40 31.45242(W) AD(       ) 2
 LX3949  NAD 83(1992)-  41 02 12.48448(N)    073 40 31.45275(W) AD(       ) 2
 LX3949  NAD 83(1986)-  41 02 12.48707(N)    073 40 31.45191(W) AD(       ) 2
 LX3949  NAD 27      -  41 02 12.13633(N)    073 40 32.98768(W) AD(       ) 2
 LX3949  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 LX3949
 LX3949.Superseded values are not recommended for survey control.
 LX3949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3949.See file dsdata.txt to determine how the superseded data were derived.
 LX3949
 LX3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1134043687(NAD 83)
 LX3949_MARKER: Z = SEE DESCRIPTION
 LX3949_SETTING: 0 = UNSPECIFIED SETTING
 LX3949
 LX3949  HISTORY     - Date     Condition        Report By
 LX3949  HISTORY     - 1966     MONUMENTED       NY-119
 LX3949  HISTORY     - 1984     GOOD             USPSQD
 LX3949
 LX3949                          STATION DESCRIPTION
 LX3949
 LX3949'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3949'POSITION DETERMINED BY TRAVERSE FROM STATION RIDGE 1966
 LX3949
 LX3949                          STATION RECOVERY (1984)
 LX3949
 LX3949'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX3949'USC AND GS STATION 1 110 FOUND GOOD - LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0009 ***********************************************************************
 LY0009  DESIGNATION -  376 USGS
 LY0009  PID         -  LY0009
 LY0009  STATE/COUNTY-  NY/ORANGE
 LY0009  USGS QUAD   -  WALDEN (1957)
 LY0009
 LY0009                         *CURRENT SURVEY CONTROL
 LY0009  ___________________________________________________________________
 LY0009* NAD 83(1986)-  41 33 38.     (N)    074 11 25.     (W)     SCALED    
 LY0009* NAVD 88     -       114.022  (meters)     374.09   (feet)  ADJUSTED  
 LY0009  ___________________________________________________________________
 LY0009  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0009  DYNAMIC HT  -         113.978 (meters)     373.94  (feet)  COMP
 LY0009  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 LY0009
 LY0009  VERT ORDER  -  FIRST     CLASS II
 LY0009
 LY0009.The horizontal coordinates were scaled from a topographic map and have
 LY0009.an estimated accuracy of +/- 6 seconds.
 LY0009
 LY0009.The orthometric height was determined by differential leveling
 LY0009.and adjusted by the National Geodetic Survey in June 1991..
 LY0009
 LY0009.The geoid height was determined by GEOID03.
 LY0009
 LY0009.The dynamic height is computed by dividing the NAVD 88
 LY0009.geopotential number by the normal gravity value computed on the
 LY0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0009.degrees latitude (g = 980.6199 gals.).
 LY0009
 LY0009.The modeled gravity was interpolated from observed gravity values.
 LY0009
 LY0009;                    North         East    Units  Estimated Accuracy
 LY0009;SPC NY E     -   302,840.      175,830.      MT  (+/- 180 meters Scaled)
 LY0009
 LY0009                          SUPERSEDED SURVEY CONTROL
 LY0009
 LY0009  NGVD 29 (??/??/92)  114.29   (m)          375.0    (f) COMPUTED    1 2
 LY0009
 LY0009.Superseded values are not recommended for survey control.
 LY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0009.See file dsdata.txt to determine how the superseded data were derived.
 LY0009
 LY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM675013(NAD 83)
 LY0009_MARKER: DD = SURVEY DISK
 LY0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0009_SP_SET: BUILDING
 LY0009_STAMPING: 376 ALBANY
 LY0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0009
 LY0009  HISTORY     - Date     Condition        Report By
 LY0009  HISTORY     - UNK      MONUMENTED       USGS
 LY0009  HISTORY     - 1941     GOOD             NGS
 LY0009  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0009
 LY0009                          STATION DESCRIPTION
 LY0009
 LY0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0009'AT WALDEN.
 LY0009'AT WALDEN, SET AT THE SOUTHWEST CORNER OF THE SOUTH FACE OF THE
 LY0009'FIRST NATIONAL BANK AND TRUST COMPANY BUILDING, 11.2 FEET NORTH
 LY0009'OF THE NORTH CURB OF MAIN STREET, 3.6 FEET WEST OF THE WEST
 LY0009'EDGE OF THE FRONT ENTRANCE, 2.5 FEET ABOVE SIDEWALK LEVEL, SET
 LY0009'VERTICALLY, A STANDARD DISK OF THE U.S. GEOLOGICAL SURVEY
 LY0009'STAMPED 376 ALBANY.
 LY0009
 LY0009                          STATION RECOVERY (1978)
 LY0009
 LY0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0009'NOT RECOVERED DUE TO NEW BRICK LAYER ON FRONT OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0713 ***********************************************************************
 NB0713  DESIGNATION -  37651
 NB0713  PID         -  NB0713
 NB0713  STATE/COUNTY-  NY/SENECA
 NB0713  USGS QUAD   -  ROMULUS (1953)
 NB0713
 NB0713                         *CURRENT SURVEY CONTROL
 NB0713  ___________________________________________________________________
 NB0713* NAD 83(1986)-  42 45 48.     (N)    076 46 11.     (W)     SCALED    
 NB0713* NAVD 88     -       124.72   (+/-2cm)     409.2    (feet)  VERTCON   
 NB0713  ___________________________________________________________________
 NB0713  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NB0713
 NB0713  VERT ORDER  -  THIRD (See Below)
 NB0713
 NB0713.The horizontal coordinates were scaled from a topographic map and have
 NB0713.an estimated accuracy of +/- 6 seconds.
 NB0713
 NB0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0713.The vertical order pertains to the NGVD 29 superseded value.
 NB0713
 NB0713.The geoid height was determined by GEOID03.
 NB0713
 NB0713;                    North         East    Units  Estimated Accuracy
 NB0713;SPC NY C     -   306,900.      234,740.      MT  (+/- 180 meters Scaled)
 NB0713
 NB0713                          SUPERSEDED SURVEY CONTROL
 NB0713
 NB0713  NGVD 29 (09/01/04)  124.90   (m)          409.8    (f) RESET       3  
 NB0713
 NB0713.Superseded values are not recommended for survey control.
 NB0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0713.See file dsdata.txt to determine how the superseded data were derived.
 NB0713
 NB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN551360(NAD 83)
 NB0713_MARKER: DB = BENCH MARK DISK
 NB0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0713_STAMPING: 37651
 NB0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0713+STABILITY: SURFACE MOTION
 NB0713
 NB0713  HISTORY     - Date     Condition        Report By
 NB0713  HISTORY     - 1976     MONUMENTED       NYHD
 NB0713  HISTORY     - 20011208 MARK NOT FOUND   USPSQD
 NB0713
 NB0713                          STATION DESCRIPTION
 NB0713
 NB0713'DESCRIBED BY NY DEPT OF HIGHWAYS 1976
 NB0713'6.5 MI S FROM CANOGA.
 NB0713'6.5 MILES SOUTH ALONG NY RTE. 89 FROM THE PRESBYTERIAN CHURCH AT
 NB0713'CANOGA. 0.1 MILE SOUTH OF T-JUNCTION OF COUNTY RD. 128, 69 YARDS
 NB0713'SOUTH OF RTE. MARKER 3502-1176, 80.3 FEET NORTH OF CENTER LINE OF
 NB0713'A GRAVELLED DRIVE, 8.5 FEET NORTHEAST OF NORTH END OF A ROW OF TREES,
 NB0713'32.0 FEET WEST OF CENTER LINE OF RTE. 89, ABOUT 4 FEET HIGHER THAN
 NB0713'ROAD, 68 FEET WEST-NORTHWEST OF UTILITY POLE NYSE AND G 3-1, ON A
 NB0713'GRASSY BANK ABOUT ON PROPERTY LINE OF MR. L.T. HAMMOND, AND SET IN
 NB0713'THE TOP OF A 9-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH LAWN.
 NB0713
 NB0713                          STATION RECOVERY (2001)
 NB0713
 NB0713'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 NB0713'DESTROYED, DISK BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0658 ***********************************************************************
 MZ0658  DESIGNATION -  3.769
 MZ0658  PID         -  MZ0658
 MZ0658  STATE/COUNTY-  NY/COLUMBIA
 MZ0658  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0658
 MZ0658                         *CURRENT SURVEY CONTROL
 MZ0658  ___________________________________________________________________
 MZ0658* NAD 83(1986)-  42 21 20.     (N)    073 46 59.     (W)     SCALED    
 MZ0658* NAVD 88     -         2.101  (meters)       6.89   (feet)  ADJUSTED  
 MZ0658  ___________________________________________________________________
 MZ0658  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ0658  DYNAMIC HT  -           2.100 (meters)       6.89  (feet)  COMP
 MZ0658  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 MZ0658
 MZ0658  VERT ORDER  -  FIRST     CLASS II
 MZ0658
 MZ0658.The horizontal coordinates were scaled from a topographic map and have
 MZ0658.an estimated accuracy of +/- 6 seconds.
 MZ0658
 MZ0658.The orthometric height was determined by differential leveling
 MZ0658.and adjusted by the National Geodetic Survey in June 1991..
 MZ0658.WARNING-Repeat measurements at this control monument indicate possible
 MZ0658.vertical movement.
 MZ0658
 MZ0658.The geoid height was determined by GEOID03.
 MZ0658
 MZ0658.The dynamic height is computed by dividing the NAVD 88
 MZ0658.geopotential number by the normal gravity value computed on the
 MZ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0658.degrees latitude (g = 980.6199 gals.).
 MZ0658
 MZ0658.The modeled gravity was interpolated from observed gravity values.
 MZ0658
 MZ0658;                    North         East    Units  Estimated Accuracy
 MZ0658;SPC NY E     -   391,340.      209,060.      MT  (+/- 180 meters Scaled)
 MZ0658
 MZ0658                          SUPERSEDED SURVEY CONTROL
 MZ0658
 MZ0658  NGVD 29 (??/??/92)    2.342  (m)            7.68   (f) ADJ UNCH    1 2
 MZ0658
 MZ0658.Superseded values are not recommended for survey control.
 MZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0658.See file dsdata.txt to determine how the superseded data were derived.
 MZ0658
 MZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM002899(NAD 83)
 MZ0658_MARKER: Q = CHISELED SQUARE
 MZ0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0658_SP_SET: MILEPOST
 MZ0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0658
 MZ0658  HISTORY     - Date     Condition        Report By
 MZ0658  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0658  HISTORY     - 1955     GOOD             NGS
 MZ0658
 MZ0658                          STATION DESCRIPTION
 MZ0658
 MZ0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0658'AT NEWTON HOOK.
 MZ0658'AT NEWTON HOOK, ABOUT 0.1 MILE NORTH ALONG THE NEW YORK CENTRAL
 MZ0658'RAILROAD FROM THE STATION, ABOUT 0.1 MILE NORTH OF ROAD CROSSING, A
 MZ0658'1-INCH OUTLINED SQUARE ON THE TOP OF WEST SIDE OF BASE OF MILE POST NY
 MZ0658'122, 7 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, ABOUT 3 FEET BELOW
 MZ0658'LEVEL OF TRACKS AND ABOUT 1 1/4 FEET BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0547 ***********************************************************************
 OF0547  DESIGNATION -  378 OSWEGO
 OF0547  PID         -  OF0547
 OF0547  STATE/COUNTY-  NY/WAYNE
 OF0547  USGS QUAD   -  WOLCOTT (1978)
 OF0547
 OF0547                         *CURRENT SURVEY CONTROL
 OF0547  ___________________________________________________________________
 OF0547* NAD 83(1986)-  43 13 14.     (N)    076 48 56.     (W)     SCALED    
 OF0547* NAVD 88     -       115.260  (meters)     378.15   (feet)  ADJUSTED  
 OF0547  ___________________________________________________________________
 OF0547  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OF0547  DYNAMIC HT  -         115.233 (meters)     378.06  (feet)  COMP
 OF0547  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 OF0547
 OF0547  VERT ORDER  -  FIRST     CLASS II
 OF0547
 OF0547.The horizontal coordinates were scaled from a topographic map and have
 OF0547.an estimated accuracy of +/- 6 seconds.
 OF0547
 OF0547.The orthometric height was determined by differential leveling
 OF0547.and adjusted by the National Geodetic Survey in June 1991..
 OF0547.WARNING-Repeat measurements at this control monument indicate possible
 OF0547.vertical movement.
 OF0547
 OF0547.The geoid height was determined by GEOID03.
 OF0547
 OF0547.The dynamic height is computed by dividing the NAVD 88
 OF0547.geopotential number by the normal gravity value computed on the
 OF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0547.degrees latitude (g = 980.6199 gals.).
 OF0547
 OF0547.The modeled gravity was interpolated from observed gravity values.
 OF0547
 OF0547;                    North         East    Units  Estimated Accuracy
 OF0547;SPC NY C     -   357,700.      231,130.      MT  (+/- 180 meters Scaled)
 OF0547
 OF0547                          SUPERSEDED SURVEY CONTROL
 OF0547
 OF0547  NGVD 29 (??/??/92)  115.457  (m)          378.80   (f) ADJ UNCH    1 2
 OF0547
 OF0547.Superseded values are not recommended for survey control.
 OF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0547.See file dsdata.txt to determine how the superseded data were derived.
 OF0547
 OF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN525869(NAD 83)
 OF0547_MARKER: DB = BENCH MARK DISK
 OF0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0547_SP_SET: BUILDING
 OF0547_STAMPING: 378 OSWEGO
 OF0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0547
 OF0547  HISTORY     - Date     Condition        Report By
 OF0547  HISTORY     - UNK      MONUMENTED       USGS
 OF0547  HISTORY     - 1942     GOOD             NGS
 OF0547  HISTORY     - 1956     GOOD             NGS
 OF0547  HISTORY     - 19950101 MARK NOT FOUND   FA
 OF0547
 OF0547                          STATION DESCRIPTION
 OF0547
 OF0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0547'AT WOLCOTT.
 OF0547'BENCH MARK IS SET VERTICALLY IN THE STONE MASONRY FOUNDATION OF
 OF0547'THE BABTIST CHURCH AT WOLCOTT. IT IS AT THE INTERSECTION OF MAIN
 OF0547'AND CLYDE STREETS, AT THE SOUTHEAST CORNER OF BUILDING AND ABOUT
 OF0547'1.2 FEET ABOVE THE GROUND.
 OF0547
 OF0547                          STATION RECOVERY (1956)
 OF0547
 OF0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 OF0547'RECOVERED IN GOOD CONDITION.
 OF0547
 OF0547                          STATION RECOVERY (1995)
 OF0547
 OF0547'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (CR)
 OF0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1227 ***********************************************************************
 PG1227  DESIGNATION -  378 USGS
 PG1227  PID         -  PG1227
 PG1227  STATE/COUNTY-  NY/CLINTON
 PG1227  USGS QUAD   -  PERU (1966)
 PG1227
 PG1227                         *CURRENT SURVEY CONTROL
 PG1227  ___________________________________________________________________
 PG1227* NAD 83(1986)-  44 33 39.     (N)    073 32 39.     (W)     SCALED    
 PG1227* NAVD 88     -       115.278  (meters)     378.21   (feet)  ADJUSTED  
 PG1227  ___________________________________________________________________
 PG1227  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 PG1227  DYNAMIC HT  -         115.268 (meters)     378.18  (feet)  COMP
 PG1227  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 PG1227
 PG1227  VERT ORDER  -  SECOND    CLASS 0
 PG1227
 PG1227.The horizontal coordinates were scaled from a topographic map and have
 PG1227.an estimated accuracy of +/- 6 seconds.
 PG1227
 PG1227.The orthometric height was determined by differential leveling
 PG1227.and adjusted by the National Geodetic Survey in June 1991..
 PG1227
 PG1227.The geoid height was determined by GEOID03.
 PG1227
 PG1227.The dynamic height is computed by dividing the NAVD 88
 PG1227.geopotential number by the normal gravity value computed on the
 PG1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1227.degrees latitude (g = 980.6199 gals.).
 PG1227
 PG1227.The modeled gravity was interpolated from observed gravity values.
 PG1227
 PG1227;                    North         East    Units  Estimated Accuracy
 PG1227;SPC NY E     -   636,520.      225,930.      MT  (+/- 180 meters Scaled)
 PG1227
 PG1227                          SUPERSEDED SURVEY CONTROL
 PG1227
 PG1227  NGVD 29 (??/??/??)  115.391  (m)          378.58   (f) ADJUSTED    2 0
 PG1227
 PG1227.Superseded values are not recommended for survey control.
 PG1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1227.See file dsdata.txt to determine how the superseded data were derived.
 PG1227
 PG1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ156351(NAD 83)
 PG1227_MARKER: DD = SURVEY DISK
 PG1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1227_SP_SET: CULVERT
 PG1227_STAMPING: 378
 PG1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1227
 PG1227  HISTORY     - Date     Condition        Report By
 PG1227  HISTORY     - UNK      MONUMENTED       USGS
 PG1227  HISTORY     - 1935     GOOD             CGS
 PG1227
 PG1227                          STATION DESCRIPTION
 PG1227
 PG1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1227'1.5 MI SW FROM PERU.
 PG1227'1.5 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG1227'STATION AT PERU, CLINTON COUNTY, 3 POLES NORTHEAST OF THE
 PG1227'FRUIT-LOADING STATION, 60 YARDS NORTHEAST OF A SWITCH-TRACK SIDING, IN
 PG1227'THE TOP OF THE SECOND STONE STEP OF A CULVERT, 3.9 FEET NORTHWEST OF
 PG1227'THE NORTHWEST RAIL, AND 2 FEET LOWER THAN THE TRACK.  A UNITED STATES
 PG1227'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 378.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1268 ***********************************************************************
 PH1268  DESIGNATION -  381
 PH1268  PID         -  PH1268
 PH1268  STATE/COUNTY-  NY/JEFFERSON
 PH1268  USGS QUAD   -  LA FARGEVILLE (1982)
 PH1268
 PH1268                         *CURRENT SURVEY CONTROL
 PH1268  ___________________________________________________________________
 PH1268* NAD 83(1986)-  44 11 35.     (N)    075 58 02.     (W)     SCALED    
 PH1268* NAVD 88     -       115.921  (meters)     380.32   (feet)  ADJUSTED  
 PH1268  ___________________________________________________________________
 PH1268  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 PH1268  DYNAMIC HT  -         115.906 (meters)     380.27  (feet)  COMP
 PH1268  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 PH1268
 PH1268  VERT ORDER  -  SECOND    CLASS 0
 PH1268
 PH1268.The horizontal coordinates were scaled from a topographic map and have
 PH1268.an estimated accuracy of +/- 6 seconds.
 PH1268
 PH1268.The orthometric height was determined by differential leveling
 PH1268.and adjusted by the National Geodetic Survey in June 1991..
 PH1268
 PH1268.The geoid height was determined by GEOID03.
 PH1268
 PH1268.The dynamic height is computed by dividing the NAVD 88
 PH1268.geopotential number by the normal gravity value computed on the
 PH1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1268.degrees latitude (g = 980.6199 gals.).
 PH1268
 PH1268.The modeled gravity was interpolated from observed gravity values.
 PH1268
 PH1268;                    North         East    Units  Estimated Accuracy
 PH1268;SPC NY C     -   465,900.      299,250.      MT  (+/- 180 meters Scaled)
 PH1268
 PH1268                          SUPERSEDED SURVEY CONTROL
 PH1268
 PH1268  NGVD 29 (??/??/92)  116.061  (m)          380.78   (f) ADJ UNCH    2 0
 PH1268
 PH1268.Superseded values are not recommended for survey control.
 PH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1268.See file dsdata.txt to determine how the superseded data were derived.
 PH1268
 PH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP227937(NAD 83)
 PH1268_MARKER: DD = SURVEY DISK
 PH1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1268_SP_SET: BUILDING
 PH1268_STAMPING: 381 CAPE VINCENT
 PH1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1268
 PH1268  HISTORY     - Date     Condition        Report By
 PH1268  HISTORY     - UNK      MONUMENTED       USGS
 PH1268  HISTORY     - 1942     GOOD             NGS
 PH1268  HISTORY     - 19990625 POOR             USPSQD
 PH1268
 PH1268                          STATION DESCRIPTION
 PH1268
 PH1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1268'IN LA FARGEVILLE.
 PH1268'BENCH MARK IS SET VERTICALLY IN THE SOUTHEAST CORNER OF ORLEANS HOTEL
 PH1268'(STONE BUILDING), IT IS ONE FOOT SOUTH OF THE CORNER AND ABOUT 3.0
 PH1268'FEET ABOVE THE GROUND.
 PH1268
 PH1268                          STATION RECOVERY (1999)
 PH1268
 PH1268'RECOVERY NOTE BY US POWER SQUADRON 1999
 PH1268'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2256 ***********************************************************************
 NA2256  DESIGNATION -  381 RESET
 NA2256  PID         -  NA2256
 NA2256  STATE/COUNTY-  NY/CHENANGO
 NA2256  USGS QUAD   -  EAST PHARSALIA (1976)
 NA2256
 NA2256                         *CURRENT SURVEY CONTROL
 NA2256  ___________________________________________________________________
 NA2256* NAD 83(1996)-  42 32 59.31445(N)    075 41 24.65378(W)     ADJUSTED  
 NA2256* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 NA2256  ___________________________________________________________________
 NA2256  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NA2256  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA2256
 NA2256  HORZ ORDER  -  SECOND
 NA2256
 NA2256.The horizontal coordinates were established by classical geodetic methods
 NA2256.and adjusted by the National Geodetic Survey in January 1999..
 NA2256
 NA2256.The orthometric height was scaled from a topographic map.
 NA2256
 NA2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2256
 NA2256.The geoid height was determined by GEOID03.
 NA2256
 NA2256;                    North         East     Units Scale Factor Converg.
 NA2256;SPC NY C     -   283,548.882   323,353.566   MT  1.00000368   +0 36 14.4
 NA2256;SPC NY C     -   930,276.62  1,060,869.16   sFT  1.00000368   +0 36 14.4
 NA2256;UTM  18      - 4,711,054.683   443,335.359   MT  0.99963950   -0 28 00.2
 NA2256
 NA2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2256!SPC NY C     -   0.99991139  x   1.00000368  =   0.99991507
 NA2256!UTM  18      -   0.99991139  x   0.99963950  =   0.99955092
 NA2256
 NA2256                          SUPERSEDED SURVEY CONTROL
 NA2256
 NA2256  NAD 83(1986)-  42 32 59.32038(N)    075 41 24.65249(W) AD(       ) 2
 NA2256  NAD 27      -  42 32 59.06400(N)    075 41 25.96900(W) AD(       ) 2
 NA2256
 NA2256.Superseded values are not recommended for survey control.
 NA2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2256.See file dsdata.txt to determine how the superseded data were derived.
 NA2256
 NA2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4333511055(NAD 83)
 NA2256
 NA2256  HISTORY     - Date     Condition        Report By
 NA2256  HISTORY     - 1942     MONUMENTED       CGS
 NA2256  HISTORY     - 1970     SEE DESCRIPTION  NYDT
 NA2256
 NA2256                          STATION DESCRIPTION
 NA2256
 NA2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2256'STATION IS ABOUT 9 MILES W OF NORWICH, ON GROUNDS OF THE BERRY
 NA2256'HILL FIRETOWER.  IT IS AT THE NW CORNER OF THE RANGER CABIN, 1
 NA2256'FOOT E OF A TELEPHONE POLE.  THE MARK IS A 6-INCH SQUARE GRANITE
 NA2256'POST PROJECTING 24 INCHES.  ON THE E SIDE IS CARVED N Y, ON THE
 NA2256'N SIDE S S, AND ON THE S SIDE 381.  THE CENTER AT THE TOP IS
 NA2256'MARKED BY A CHISELED CROSS.
 NA2256'
 NA2256'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NA2256'BERRY HILL TO THE INTERSECTION OF THE CHISELED CROSS, DISTANCE
 NA2256'13.745 METERS, 45.10 FEET.
 NA2256'
 NA2256'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND
 NA2256'319 AT THE TRAFFIC LIGHT IN NORWICH, GO W ON STATE HIGHWAY 319
 NA2256'FOR 8.95 MILES TO A GRAVELED T-ROAD LEFT, TURN LEFT AND GO
 NA2256'0.3 MILE TO A FARM ENTRANCE LANE, TURN RIGHT AND GO 0.1 MILE TO
 NA2256'GATE BETWEEN BARN AND GARAGE, PASS THROUGH GATE AND FOLLOW DIM
 NA2256'TRACKS TO THE TOP OF THE HILL AND STATION AT THE NW CORNER OF
 NA2256'THE RANGER CABIN.
 NA2256
 NA2256                          STATION RECOVERY (1970)
 NA2256
 NA2256'RECOVERY NOTE BY NY DEPT OF TRANSP 1970
 NA2256'STATION WAS FOUND SLIGHTLY TIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1323 ***********************************************************************
 PH1323  DESIGNATION -  382
 PH1323  PID         -  PH1323
 PH1323  STATE/COUNTY-  NY/ST LAWRENCE
 PH1323  USGS QUAD   -  POPE MILLS (1980)
 PH1323
 PH1323                         *CURRENT SURVEY CONTROL
 PH1323  ___________________________________________________________________
 PH1323* NAD 83(1986)-  44 27 04.     (N)    075 33 05.     (W)     SCALED    
 PH1323* NAVD 88     -       116.356  (meters)     381.74   (feet)  ADJUSTED  
 PH1323  ___________________________________________________________________
 PH1323  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 PH1323  DYNAMIC HT  -         116.346 (meters)     381.71  (feet)  COMP
 PH1323  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 PH1323
 PH1323  VERT ORDER  -  SECOND    CLASS 0
 PH1323
 PH1323.The horizontal coordinates were scaled from a topographic map and have
 PH1323.an estimated accuracy of +/- 6 seconds.
 PH1323
 PH1323.The orthometric height was determined by differential leveling
 PH1323.and adjusted by the National Geodetic Survey in June 1991..
 PH1323
 PH1323.The geoid height was determined by GEOID03.
 PH1323
 PH1323.The dynamic height is computed by dividing the NAVD 88
 PH1323.geopotential number by the normal gravity value computed on the
 PH1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1323.degrees latitude (g = 980.6199 gals.).
 PH1323
 PH1323.The modeled gravity was interpolated from observed gravity values.
 PH1323
 PH1323;                    North         East    Units  Estimated Accuracy
 PH1323;SPC NY E     -   624,420.       66,320.      MT  (+/- 180 meters Scaled)
 PH1323
 PH1323                          SUPERSEDED SURVEY CONTROL
 PH1323
 PH1323  NGVD 29 (??/??/92)  116.497  (m)          382.21   (f) ADJ UNCH    2 0
 PH1323
 PH1323.Superseded values are not recommended for survey control.
 PH1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1323.See file dsdata.txt to determine how the superseded data were derived.
 PH1323
 PH1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ561221(NAD 83)
 PH1323_MARKER: DD = SURVEY DISK
 PH1323_SETTING: 66 = SET IN ROCK OUTCROP
 PH1323_SP_SET: ROCK OUTCROP
 PH1323_STAMPING: 382
 PH1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1323+STABILITY: POSITION/ELEVATION WELL
 PH1323
 PH1323  HISTORY     - Date     Condition        Report By
 PH1323  HISTORY     - UNK      MONUMENTED       USGS
 PH1323  HISTORY     - 1942     GOOD             NGS
 PH1323
 PH1323                          STATION DESCRIPTION
 PH1323
 PH1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1323'3.3 MI SE FROM POPE MILLS.
 PH1323'TO REACH FROM THE INTERSECTION OF ROADS AT POPE MILLS, PROCEED
 PH1323'SOUTHEASTERLY ON STATE HIGHWAY NO. 184, GO 0.7 MILE TO THE
 PH1323'INTERSECTION OF THE ROAD TO MACOMB, CONTINUE SOUTHEASTERLY ON THE
 PH1323'MACOMB ROAD AND GO 2.6 MILES TO A LARGE FARM HOUSE AND SITE OF BENCH
 PH1323'MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A RED GRANITE OUTCROP
 PH1323'ON THE EAST SIDE OF THE ROAD, IT IS ABOUT 0.3 MILE NORTH OF THE HYDE
 PH1323'SCHOOL, 145.0 FEET SOUTHWEST OF THE HOUSE, 37.0 FEET EAST OF AND ABOUT
 PH1323'2.0 FEET ABOVE THE CENTER LINE OF THE ROAD, 18.0 FEET SOUTH OF A POWER
 PH1323'LINE POLE AND 12.0 FEET EAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2385 ***********************************************************************
 OF2385  DESIGNATION -  383 1 NYGS 1969
 OF2385  PID         -  OF2385
 OF2385  STATE/COUNTY-  NY/MONROE
 OF2385  USGS QUAD   -  SPENCERPORT (1978)
 OF2385
 OF2385                         *CURRENT SURVEY CONTROL
 OF2385  ___________________________________________________________________
 OF2385* NAD 83(1996)-  43 10 19.63023(N)    077 47 39.76673(W)     ADJUSTED  
 OF2385* NAVD 88     -       178.78   (+/-2cm)     586.5    (feet)  VERTCON   
 OF2385  ___________________________________________________________________
 OF2385  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 OF2385  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2385
 OF2385  HORZ ORDER  -  SECOND
 OF2385  VERT ORDER  -  THIRD ? (See Below)
 OF2385
 OF2385.The horizontal coordinates were established by classical geodetic methods
 OF2385.and adjusted by the National Geodetic Survey in January 1999..
 OF2385
 OF2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2385.The vertical order pertains to the NGVD 29 superseded value.
 OF2385
 OF2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2385
 OF2385.The geoid height was determined by GEOID03.
 OF2385
 OF2385;                    North         East     Units Scale Factor Converg.
 OF2385;SPC NY W     -   352,592.537   414,148.311   MT  0.99998810   +0 32 23.3
 OF2385;SPC NY W     - 1,156,797.35  1,358,751.58   sFT  0.99998810   +0 32 23.3
 OF2385;UTM  18      - 4,783,719.828   272,865.625   MT  1.00023468   -1 54 45.7
 OF2385
 OF2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2385!SPC NY W     -   0.99997752  x   0.99998810  =   0.99996562
 OF2385!UTM  18      -   0.99997752  x   1.00023468  =   1.00021220
 OF2385
 OF2385                          SUPERSEDED SURVEY CONTROL
 OF2385
 OF2385  NAD 83(1986)-  43 10 19.63714(N)    077 47 39.76530(W) AD(       ) 2
 OF2385  NAD 27      -  43 10 19.41697(N)    077 47 40.73714(W) AD(       ) 2
 OF2385  NGVD 29 (07/19/86)  178.95   (m)          587.1    (f) LEVELING    3  
 OF2385
 OF2385.Superseded values are not recommended for survey control.
 OF2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2385.See file dsdata.txt to determine how the superseded data were derived.
 OF2385
 OF2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7286683720(NAD 83)
 OF2385_MARKER: DS = TRIANGULATION STATION DISK
 OF2385_SETTING: 0 = UNSPECIFIED SETTING
 OF2385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2385
 OF2385  HISTORY     - Date     Condition        Report By
 OF2385  HISTORY     - 1939     MONUMENTED       NYGS
 OF2385  HISTORY     - 1969     GOOD             CGS
 OF2385  HISTORY     - 1990     GOOD             USPSQD
 OF2385
 OF2385                          STATION DESCRIPTION
 OF2385
 OF2385'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2385'IN OGDEN, 0.45 MILE EAST OF UNION STREET, 27.3 FEET SOUTH OF
 OF2385'CENTERLINE OF OGDEN CENTER ROAD, 96.3 FEET NORTHWEST OF NORTHWEST
 OF2385'CORNER OF THE JOHN PIENDEL FRAME HOUSE, 78.2 FEET NORTHWEST OF
 OF2385'8-INCH EVERGREEN TREE, 69.5 FEET WEST OF 40-INCH MAPLE, 69.1 FEET
 OF2385'SOUTHWEST OF CORNERPOST OF VINEYARD FENCE, AND 3 FEET WEST OF
 OF2385'U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2385'SURVEY STANDARD DISK IN CONCRETE AND 0.6 FOOT BELOW GROUND.
 OF2385
 OF2385                          STATION RECOVERY (1969)
 OF2385
 OF2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2385'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2385'
 OF2385'IN THE TOWN OF OGDEN ALONG OGDEN CENTER ROAD.
 OF2385'
 OF2385'0.45 MILE EAST OF UNION STREET.
 OF2385'
 OF2385'1.05 MILE WEST OF STATION WOODCHUCK 1939, 1969.
 OF2385'
 OF2385'27.3 FEET SOUTH OF CENTERLINE OF OGDEN CENTER ROAD PAVEMENT.
 OF2385'
 OF2385'32.6 FEET SOUTHWEST OF WEST END OF 8 INCH CONCRETE PIPE UNDER
 OF2385'FIELD DRIVE
 OF2385'
 OF2385'69.4 FEET WEST OF 48 INCH MAPLE TREE.
 OF2385'
 OF2385'73.1 FEET WEST OF WEST RANGELINE OF HOUSE 225.
 OF2385'
 OF2385'92.4 FEET WEST OF 48 INCH MAPLE TREE.
 OF2385'
 OF2385'127.6 FEET WEST OF 48 INCH MAPLE TREE.
 OF2385'
 OF2385'87 FEET SOUTHEAST OF POLE RGE 24 OTC 15.
 OF2385'
 OF2385'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2385'STANDARD DISK IN CONCRETE 0.1 FOOT BELOW GROUND.
 OF2385
 OF2385                          STATION RECOVERY (1990)
 OF2385
 OF2385'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 OF2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2414 ***********************************************************************
 OF2414  DESIGNATION -  383 3 NYGS 1939
 OF2414  PID         -  OF2414
 OF2414  STATE/COUNTY-  NY/MONROE
 OF2414  USGS QUAD   -  SPENCERPORT (1978)
 OF2414
 OF2414                         *CURRENT SURVEY CONTROL
 OF2414  ___________________________________________________________________
 OF2414* NAD 83(1996)-  43 10 06.66410(N)    077 46 27.40553(W)     ADJUSTED  
 OF2414* NAVD 88     -       193.9    (meters)     636.     (feet)  VERTCON   
 OF2414  ___________________________________________________________________
 OF2414  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OF2414  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2414
 OF2414  HORZ ORDER  -  SECOND
 OF2414
 OF2414.The horizontal coordinates were established by classical geodetic methods
 OF2414.and adjusted by the National Geodetic Survey in January 1999..
 OF2414
 OF2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2414
 OF2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2414
 OF2414.The geoid height was determined by GEOID03.
 OF2414
 OF2414;                    North         East     Units Scale Factor Converg.
 OF2414;SPC NY W     -   352,208.019   415,786.504   MT  0.99999072   +0 33 12.7
 OF2414;SPC NY W     - 1,155,535.81  1,364,126.22   sFT  0.99999072   +0 33 12.7
 OF2414;UTM  18      - 4,783,265.455   274,486.254   MT  1.00022566   -1 53 55.7
 OF2414
 OF2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2414!SPC NY W     -   0.99997515  x   0.99999072  =   0.99996587
 OF2414!UTM  18      -   0.99997515  x   1.00022566  =   1.00020080
 OF2414
 OF2414|---------------------------------------------------------------------|
 OF2414| PID    Reference Object                     Distance      Geod. Az  |
 OF2414|                                                           dddmmss.s |
 OF2414| OF2417 3307 MCGS 1971                      350.091 METERS 00318     |
 OF2414| OF2415 3306 MCGS 1971                      135.082 METERS 17956     |
 OF2414|---------------------------------------------------------------------|
 OF2414
 OF2414                          SUPERSEDED SURVEY CONTROL
 OF2414
 OF2414  NAD 83(1986)-  43 10 06.67105(N)    077 46 27.40407(W) AD(       ) 2
 OF2414  NAD 27      -  43 10 06.45027(N)    077 46 28.37886(W) AD(       ) 2
 OF2414  NGVD 29 (07/19/86)  194.1    (m)          637.     (f) VERT ANG       
 OF2414
 OF2414.Superseded values are not recommended for survey control.
 OF2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2414.See file dsdata.txt to determine how the superseded data were derived.
 OF2414
 OF2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7448683265(NAD 83)
 OF2414_MARKER: DS = TRIANGULATION STATION DISK
 OF2414_SETTING: 0 = UNSPECIFIED SETTING
 OF2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2414
 OF2414  HISTORY     - Date     Condition        Report By
 OF2414  HISTORY     - 1939     MONUMENTED       NYGS
 OF2414  HISTORY     - 1942     GOOD             CGS
 OF2414  HISTORY     - 1971     GOOD             NY-055
 OF2414
 OF2414                          STATION DESCRIPTION
 OF2414
 OF2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2414'IN OGDEN, 0.15 MILE SOUTH OF OGDEN CENTER ROAD, 22.6 FEET WEST
 OF2414'OF CENTER LINE OF GILLETT ROAD, 130.4 FEET NORTHWEST OF POLE 30,
 OF2414'104 FEET NORTH OF CONCRETE FENCE POST WEST OF ROAD, 96.9 FEET
 OF2414'NORTHWEST OF SOUTHWEST CORNER OF THE A. UNGER HOUSE, 85 FEET
 OF2414'NORTHWEST OF NORTHWEST CORNER OF HOUSE, AND 4 FEET NORTH OF U.S.
 OF2414'REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2414'STANDARD DISK IN CONCRETE AND 0.3 FOOT BELOW GROUND.
 OF2414
 OF2414                          STATION RECOVERY (1971)
 OF2414
 OF2414'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2414'IN OGDEN, ON THE W. SIDE OF GILLETT ROAD
 OF2414'
 OF2414'0.15 MI. S. OF OGDEN CENTER ROAD
 OF2414'
 OF2414'23.6 FT W. OF CENTERLINE GILLETT ROAD
 OF2414'
 OF2414'IN FRONT OF HOUSE NO. 527
 OF2414'
 OF2414'22.0 N. OF POLE RG AND E 31
 OF2414'
 OF2414'3.5 FT NE OF ROW POST
 OF2414'
 OF2414'38.8 FT SE OF SE CORNER OF YARD LITE BASE.
 OF2414'
 OF2414'51.4 FT S. OF S. RANGELINE OF HOUSE NO. 524
 OF2414'
 OF2414'1.0 FT W. OF MONROE COUNTY WITNESS POST.
 OF2414'
 OF2414'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2414'IN CONCRETE 0.3 FT. BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2423 ***********************************************************************
 OF2423  DESIGNATION -  383 4 NYGS 1939
 OF2423  PID         -  OF2423
 OF2423  STATE/COUNTY-  NY/MONROE
 OF2423  USGS QUAD   -  SPENCERPORT (1978)
 OF2423
 OF2423                         *CURRENT SURVEY CONTROL
 OF2423  ___________________________________________________________________
 OF2423* NAD 83(1996)-  43 10 01.23834(N)    077 45 48.92248(W)     ADJUSTED  
 OF2423* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 OF2423  ___________________________________________________________________
 OF2423  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 OF2423  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OF2423
 OF2423  HORZ ORDER  -  SECOND
 OF2423
 OF2423.The horizontal coordinates were established by classical geodetic methods
 OF2423.and adjusted by the National Geodetic Survey in January 1999..
 OF2423
 OF2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2423
 OF2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2423
 OF2423.The geoid height was determined by GEOID03.
 OF2423
 OF2423;                    North         East     Units Scale Factor Converg.
 OF2423;SPC NY W     -   352,049.043   416,657.360   MT  0.99999214   +0 33 39.0
 OF2423;SPC NY W     - 1,155,014.24  1,366,983.36   sFT  0.99999214   +0 33 39.0
 OF2423;UTM  18      - 4,783,069.316   275,349.710   MT  1.00022087   -1 53 29.2
 OF2423
 OF2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2423!SPC NY W     -   0.99997741  x   0.99999214  =   0.99996955
 OF2423!UTM  18      -   0.99997741  x   1.00022087  =   1.00019827
 OF2423
 OF2423|---------------------------------------------------------------------|
 OF2423| PID    Reference Object                     Distance      Geod. Az  |
 OF2423|                                                           dddmmss.s |
 OF2423| OF2401 TEMP PT 9007                        311.184 METERS 08822     |
 OF2423| OF2419 TEMP PT 9006                        457.623 METERS 2734406.5 |
 OF2423|---------------------------------------------------------------------|
 OF2423
 OF2423                          SUPERSEDED SURVEY CONTROL
 OF2423
 OF2423  NAD 83(1986)-  43 10 01.24533(N)    077 45 48.92096(W) AD(       ) 2
 OF2423  NAD 27      -  43 10 01.02408(N)    077 45 49.89685(W) AD(       ) 2
 OF2423  NGVD 29 (07/19/86)  179.7    (m)          590.     (f) VERT ANG       
 OF2423
 OF2423.Superseded values are not recommended for survey control.
 OF2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2423.See file dsdata.txt to determine how the superseded data were derived.
 OF2423
 OF2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7535083069(NAD 83)
 OF2423_MARKER: DS = TRIANGULATION STATION DISK
 OF2423_SETTING: 0 = UNSPECIFIED SETTING
 OF2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2423
 OF2423  HISTORY     - Date     Condition        Report By
 OF2423  HISTORY     - 1939     MONUMENTED       NYGS
 OF2423  HISTORY     - 1971     GOOD             NGS
 OF2423
 OF2423                          STATION DESCRIPTION
 OF2423
 OF2423'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2423'IN OGDEN, 0.5 MILE EAST OF GILLETT ROAD, 19.6 FEET SOUTH OF CENTER
 OF2423'LINE OF LYELL ROAD, 161.8 FEET WEST OF 14-INCH EVERGREEN TREE,
 OF2423'51.8 FEET NORTHWEST OF NORTHWEST CORNER OF PORCH OF THE A. LANDER
 OF2423'HOUSE, 47.2 FEET SOUTHWEST OF POLE 117, 44.6 FEET WEST OF WEST
 OF2423'RANGE LINE OF HOUSE, 14.5 FEET NORTHWEST OF CORNERPOST AT
 OF2423'INTERSECTION OF RIGHT-OF-WAY AND YARD FENCES, AND 2.5 FEET NORTH
 OF2423'OF U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2423'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2423
 OF2423                          STATION RECOVERY (1971)
 OF2423
 OF2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CC)
 OF2423'IN OGDEN, ON THE S. SIDE OF LYELL ROAD, 0.5 MI. E. OF GILLETT
 OF2423'RD. AND 0.5 MI. W. OF MANITOU ROAD
 OF2423'
 OF2423'21.3 FT S. OF CENTERLINE LYELL RD.
 OF2423'
 OF2423'54.6 FT S. OF POLE RG AND E 117, OTC 16
 OF2423'
 OF2423'87.0 FT NW OF NE CORNER ENCLOSED PORCH
 OF2423'
 OF2423'51.8 FT NW OF NW CORNER OF OPEN PORCH, AND
 OF2423'
 OF2423'78.2 FT NW OF SW CORNER OF HOUSE NO. 4775
 OF2423'
 OF2423'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK IN
 OF2423'CONCRETE AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1154 ***********************************************************************
 PG1154  DESIGNATION -  384 USGS
 PG1154  PID         -  PG1154
 PG1154  STATE/COUNTY-  NY/CLINTON
 PG1154  USGS QUAD   -  MORRISONVILLE (1966)
 PG1154
 PG1154                         *CURRENT SURVEY CONTROL
 PG1154  ___________________________________________________________________
 PG1154* NAD 83(1986)-  44 40 56.     (N)    073 33 19.     (W)     SCALED    
 PG1154* NAVD 88     -       117.026  (meters)     383.94   (feet)  ADJUSTED  
 PG1154  ___________________________________________________________________
 PG1154  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 PG1154  DYNAMIC HT  -         117.018 (meters)     383.92  (feet)  COMP
 PG1154  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 PG1154
 PG1154  VERT ORDER  -  SECOND    CLASS 0
 PG1154
 PG1154.The horizontal coordinates were scaled from a topographic map and have
 PG1154.an estimated accuracy of +/- 6 seconds.
 PG1154
 PG1154.The orthometric height was determined by differential leveling
 PG1154.and adjusted by the National Geodetic Survey in June 1991..
 PG1154
 PG1154.The geoid height was determined by GEOID03.
 PG1154
 PG1154.The dynamic height is computed by dividing the NAVD 88
 PG1154.geopotential number by the normal gravity value computed on the
 PG1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1154.degrees latitude (g = 980.6199 gals.).
 PG1154
 PG1154.The modeled gravity was interpolated from observed gravity values.
 PG1154
 PG1154;                    North         East    Units  Estimated Accuracy
 PG1154;SPC NY E     -   650,000.      224,890.      MT  (+/- 180 meters Scaled)
 PG1154
 PG1154                          SUPERSEDED SURVEY CONTROL
 PG1154
 PG1154  NGVD 29 (??/??/??)  117.134  (m)          384.30   (f) ADJUSTED    2 0
 PG1154
 PG1154.Superseded values are not recommended for survey control.
 PG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1154.See file dsdata.txt to determine how the superseded data were derived.
 PG1154
 PG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ144486(NAD 83)
 PG1154_MARKER: DD = SURVEY DISK
 PG1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1154_SP_SET: CULVERT
 PG1154_STAMPING: 384 FT. NEW YORK
 PG1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1154
 PG1154  HISTORY     - Date     Condition        Report By
 PG1154  HISTORY     - UNK      MONUMENTED       USGS
 PG1154  HISTORY     - 1935     GOOD             CGS
 PG1154
 PG1154                          STATION DESCRIPTION
 PG1154
 PG1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1154'0.6 MI E FROM MORRISONVILLE.
 PG1154'IS LOCATED 0.6 OF MILE EAST OF STATION AT MORRISONVILLE.  7.5 FEET
 PG1154'SOUTH OF SOUTH RAIL.  STANDARD TABLET SET ON WEST END OF SOUTH
 PG1154'HEADWALL OF RAILROAD CONCRETE CULVERT OVER A CATTLE PASS FLUSH WITH
 PG1154'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2403 ***********************************************************************
 MZ2403  DESIGNATION -  386
 MZ2403  PID         -  MZ2403
 MZ2403  STATE/COUNTY-  NY/RENSSELAER
 MZ2403  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ2403
 MZ2403                         *CURRENT SURVEY CONTROL
 MZ2403  ___________________________________________________________________
 MZ2403* NAD 83(1996)-  42 35 55.18717(N)    073 42 34.54473(W)     ADJUSTED  
 MZ2403* NAVD 88     -        79.1    (meters)     260.     (feet)  VERTCON   
 MZ2403  ___________________________________________________________________
 MZ2403  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 MZ2403  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ2403
 MZ2403  HORZ ORDER  -  THIRD
 MZ2403
 MZ2403.The horizontal coordinates were established by classical geodetic methods
 MZ2403.and adjusted by the National Geodetic Survey in January 1999..
 MZ2403
 MZ2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2403
 MZ2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2403
 MZ2403.The geoid height was determined by GEOID03.
 MZ2403
 MZ2403;                    North         East     Units Scale Factor Converg.
 MZ2403;SPC NY E     -   418,395.185   214,861.896   MT  0.99995174   +0 32 06.0
 MZ2403;SPC NY E     - 1,372,684.87    704,926.07   sFT  0.99995174   +0 32 06.0
 MZ2403;UTM  18      - 4,717,055.536   605,861.442   MT  0.99973788   +0 52 24.6
 MZ2403
 MZ2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2403!SPC NY E     -   0.99999252  x   0.99995174  =   0.99994426
 MZ2403!UTM  18      -   0.99999252  x   0.99973788  =   0.99973040
 MZ2403
 MZ2403                          SUPERSEDED SURVEY CONTROL
 MZ2403
 MZ2403  NAD 83(1996)-  42 35 55.18942(N)    073 42 34.54592(W) AD(       ) 3
 MZ2403  NAD 83(1996)-  42 35 55.18966(N)    073 42 34.54589(W) AD(       ) 3
 MZ2403  NAD 83(1992)-  42 35 55.18991(N)    073 42 34.54557(W) AD(       ) 3
 MZ2403  NAD 83(1992)-  42 35 55.19018(N)    073 42 34.54559(W) AD(       ) 3
 MZ2403  NAD 83(1986)-  42 35 55.19054(N)    073 42 34.54499(W) AD(       ) 3
 MZ2403  NAD 27      -  42 35 54.90905(N)    073 42 36.11420(W) AD(       ) 3
 MZ2403  NGVD 29 (07/19/86)   79.3    (m)          260.     (f) VERT ANG       
 MZ2403
 MZ2403.Superseded values are not recommended for survey control.
 MZ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2403.See file dsdata.txt to determine how the superseded data were derived.
 MZ2403
 MZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0586117056(NAD 83)
 MZ2403_MARKER: DD = SURVEY DISK
 MZ2403_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MZ2403_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2403
 MZ2403  HISTORY     - Date     Condition        Report By
 MZ2403  HISTORY     - 1978     MONUMENTED       NYDT
 MZ2403
 MZ2403                          STATION DESCRIPTION
 MZ2403
 MZ2403'DESCRIBED BY NY DEPT OF TRANSP 1978
 MZ2403'THE STATION IS LOCATED IN EAST GREENBUSH ABOUT 5 MILES SOUTHEAST OF
 MZ2403'DOWNTOWN ALBANY AT THE JUNCTION OF STATE ROUTES 4, 9, AND 20.
 MZ2403'
 MZ2403'TO REACH FROM THE OVERPASS AT ROUTE 4 AND INTERSTATE 90 IN NORTH
 MZ2403'GREENBUSH GO SOUTH SOUTHWEST FOR 0.55 MILE TO A CROSSROAD AT COUSE
 MZ2403'CORNERS.  CONTINUE STRAIGHT ON ROUTE 4 FOR 1.4 MILES TO THE JUNCTION
 MZ2403'OF ROUTE 4 WITH ROUTES 9 AND 20 AND THE STATION AS DESCRIBED.
 MZ2403'
 MZ2403'THE STATION IS A STANDARD NYDOT DISK STAMPED---386---SET IN THE TOP
 MZ2403'OF A PRECAST MONUMENT SET FLUSH WITH THE LEVEL OF THE TRAFFIC
 MZ2403'ISLAND.  IT IS IN THE SOUTHEAST CORNER OF THE TRAFFIC ISLAND, 41.2
 MZ2403'FEET SOUTH SOUTHWEST OF A METAL TRAFFIC LIGHT POLE, 40.7 FEET
 MZ2403'SOUTHEAST OF THE SOUTHWEST CORNER OF A JUNCTION BOX AND 11.5 FEET
 MZ2403'NORTHEAST OF A CURB.
 MZ2403'
 MZ2403'THIS STATION WAS LOCATED BY PRECISE TRAVERSE FROM STATION SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0334 ***********************************************************************
 LY0334  DESIGNATION -  387
 LY0334  PID         -  LY0334
 LY0334  STATE/COUNTY-  NY/ORANGE
 LY0334  USGS QUAD   -  SLOATSBURG (1955)
 LY0334
 LY0334                         *CURRENT SURVEY CONTROL
 LY0334  ___________________________________________________________________
 LY0334* NAD 83(1986)-  41 10 15.     (N)    074 11 26.     (W)     SCALED    
 LY0334* NAVD 88     -       117.682  (meters)     386.10   (feet)  ADJUSTED  
 LY0334  ___________________________________________________________________
 LY0334  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY0334  DYNAMIC HT  -         117.634 (meters)     385.94  (feet)  COMP
 LY0334  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 LY0334
 LY0334  VERT ORDER  -  SECOND    CLASS 0
 LY0334
 LY0334.The horizontal coordinates were scaled from a topographic map and have
 LY0334.an estimated accuracy of +/- 6 seconds.
 LY0334
 LY0334.The orthometric height was determined by differential leveling
 LY0334.and adjusted by the National Geodetic Survey in June 1991..
 LY0334
 LY0334.The geoid height was determined by GEOID03.
 LY0334
 LY0334.The dynamic height is computed by dividing the NAVD 88
 LY0334.geopotential number by the normal gravity value computed on the
 LY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0334.degrees latitude (g = 980.6199 gals.).
 LY0334
 LY0334.The modeled gravity was interpolated from observed gravity values.
 LY0334
 LY0334;                    North         East    Units  Estimated Accuracy
 LY0334;SPC NY E     -   259,560.      175,970.      MT  (+/- 180 meters Scaled)
 LY0334
 LY0334                          SUPERSEDED SURVEY CONTROL
 LY0334
 LY0334  NGVD 29 (??/??/92)  117.934  (m)          386.92   (f) ADJ UNCH    2 0
 LY0334
 LY0334.Superseded values are not recommended for survey control.
 LY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0334.See file dsdata.txt to determine how the superseded data were derived.
 LY0334
 LY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL679580(NAD 83)
 LY0334_MARKER: Q = CHISELED SQUARE
 LY0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0334_SP_SET: CULVERT
 LY0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0334
 LY0334  HISTORY     - Date     Condition        Report By
 LY0334  HISTORY     - UNK      MONUMENTED       USGS
 LY0334  HISTORY     - 1933     GOOD             NGS
 LY0334
 LY0334                          STATION DESCRIPTION
 LY0334
 LY0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0334'1 MI N FROM SLOATSBURG.
 LY0334'ALONG THE NEW YORK TO BINGHAMTON DIVISION OF THE ERIE RAILROAD
 LY0334'AND AT CULVERT 35.51.  ON THE NORTH WEST CORNER OF CONC. HEADWALL
 LY0334'3 FT. BELOW THE LEVEL OF THE RAIL AND 3 YDS. WEST OF THE SOUTH
 LY0334'BOUND TRACKS.  NOTE-- CHISELED SQUARE.  BY USGS, 10/33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2402 ***********************************************************************
 MZ2402  DESIGNATION -  387
 MZ2402  PID         -  MZ2402
 MZ2402  STATE/COUNTY-  NY/RENSSELAER
 MZ2402  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ2402
 MZ2402                         *CURRENT SURVEY CONTROL
 MZ2402  ___________________________________________________________________
 MZ2402* NAD 83(1996)-  42 35 57.16819(N)    073 42 34.35152(W)     ADJUSTED  
 MZ2402* NAVD 88     -        77.8    (meters)     255.     (feet)  VERTCON   
 MZ2402  ___________________________________________________________________
 MZ2402  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 MZ2402  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ2402
 MZ2402  HORZ ORDER  -  THIRD
 MZ2402
 MZ2402.The horizontal coordinates were established by classical geodetic methods
 MZ2402.and adjusted by the National Geodetic Survey in January 1999..
 MZ2402.No horizontal observational check was made to the station.
 MZ2402
 MZ2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2402
 MZ2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2402
 MZ2402.The geoid height was determined by GEOID03.
 MZ2402
 MZ2402;                    North         East     Units Scale Factor Converg.
 MZ2402;SPC NY E     -   418,456.349   214,865.730   MT  0.99995175   +0 32 06.2
 MZ2402;SPC NY E     - 1,372,885.54    704,938.65   sFT  0.99995175   +0 32 06.2
 MZ2402;UTM  18      - 4,717,116.708   605,864.913   MT  0.99973789   +0 52 24.8
 MZ2402
 MZ2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2402!SPC NY E     -   0.99999272  x   0.99995175  =   0.99994447
 MZ2402!UTM  18      -   0.99999272  x   0.99973789  =   0.99973061
 MZ2402
 MZ2402                          SUPERSEDED SURVEY CONTROL
 MZ2402
 MZ2402  NAD 83(1996)-  42 35 57.17044(N)    073 42 34.35271(W) AD(       ) 3
 MZ2402  NAD 83(1996)-  42 35 57.17068(N)    073 42 34.35268(W) AD(       ) 3
 MZ2402  NAD 83(1992)-  42 35 57.17093(N)    073 42 34.35237(W) AD(       ) 3
 MZ2402  NAD 83(1992)-  42 35 57.17120(N)    073 42 34.35238(W) AD(       ) 3
 MZ2402  NAD 83(1986)-  42 35 57.17147(N)    073 42 34.35172(W) AD(       ) 3
 MZ2402  NAD 27      -  42 35 56.89008(N)    073 42 35.92105(W) AD(       ) 3
 MZ2402  NGVD 29 (07/19/86)   78.0    (m)          256.     (f) VERT ANG       
 MZ2402
 MZ2402.Superseded values are not recommended for survey control.
 MZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2402.See file dsdata.txt to determine how the superseded data were derived.
 MZ2402
 MZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0586517117(NAD 83)
 MZ2402_MARKER: DD = SURVEY DISK
 MZ2402_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MZ2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2402
 MZ2402  HISTORY     - Date     Condition        Report By
 MZ2402  HISTORY     - 1978     MONUMENTED       NYDT
 MZ2402
 MZ2402                          STATION DESCRIPTION
 MZ2402
 MZ2402'DESCRIBED BY NY DEPT OF TRANSP 1978
 MZ2402'THE STATION IS LOCATED IN EAST GREENBUSH ABOUT 5 MILES SOUTHEAST OF
 MZ2402'DOWNTOWN ALBANY AT THE JUNCTION OF STATE ROUTES 4, 9 AND 20.
 MZ2402'
 MZ2402'TO REACH THE STATION FROM THE OVERPASS OF ROUTE 4 AND INTERSTATE 90
 MZ2402'IN NORTH GREENBUSH GO SOUTH SOUTHWEST ON ROUTE 4 FOR 0.55 MILE TO A
 MZ2402'CROSSROAD AT COUSE CORNERS.  CONTINUE STRAIGHT ON ROUTE 4 FOR 1.4
 MZ2402'MILES TO THE JUNCTION OF ROUTE 4 WITH ROUTE 9 AND 20 AND THE STATION
 MZ2402'IN THE NORTHERN SECTION OF THE INTERSECTION IN A GRADED AREA.
 MZ2402'
 MZ2402'THE STATION IS A STANDARD NYDOT DISK STAMPED---387---SET IN THE TOP
 MZ2402'OF A PRECAST MONUMENT SET FLUSH WITH THE GROUND.  IT IS 5.7 FEET
 MZ2402'NORTHWEST OF A CURB, 78.9 FEET NORTHEAST OF A METAL LIGHT POLE AND
 MZ2402'63.1 FEET EAST SOUTHEAST OF THE CORNER OF A PIZZA HUT BUILDING.
 MZ2402'
 MZ2402'THIS STATION WAS LOCATED FROM STATION SOUTH BY PRECISE TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0648 ***********************************************************************
 OE0648  DESIGNATION -  388
 OE0648  PID         -  OE0648
 OE0648  STATE/COUNTY-  NY/HERKIMER
 OE0648  USGS QUAD   -  HERKIMER (1943)
 OE0648
 OE0648                         *CURRENT SURVEY CONTROL
 OE0648  ___________________________________________________________________
 OE0648* NAD 83(1986)-  43 01 00.     (N)    074 59 40.     (W)     SCALED    
 OE0648* NAVD 88     -       117.800  (meters)     386.48   (feet)  ADJUSTED  
 OE0648  ___________________________________________________________________
 OE0648  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 OE0648  DYNAMIC HT  -         117.768 (meters)     386.38  (feet)  COMP
 OE0648  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 OE0648
 OE0648  VERT ORDER  -  FIRST     CLASS II
 OE0648
 OE0648.The horizontal coordinates were scaled from a topographic map and have
 OE0648.an estimated accuracy of +/- 6 seconds.
 OE0648
 OE0648.The orthometric height was determined by differential leveling
 OE0648.and adjusted by the National Geodetic Survey in June 1991..
 OE0648
 OE0648.The geoid height was determined by GEOID03.
 OE0648
 OE0648.The dynamic height is computed by dividing the NAVD 88
 OE0648.geopotential number by the normal gravity value computed on the
 OE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0648.degrees latitude (g = 980.6199 gals.).
 OE0648
 OE0648.The modeled gravity was interpolated from observed gravity values.
 OE0648
 OE0648;                    North         East    Units  Estimated Accuracy
 OE0648;SPC NY E     -   464,640.      109,700.      MT  (+/- 180 meters Scaled)
 OE0648
 OE0648                          SUPERSEDED SURVEY CONTROL
 OE0648
 OE0648  NGVD 29 (??/??/92)  117.953  (m)          386.98   (f) ADJ UNCH    1 2
 OE0648
 OE0648.Superseded values are not recommended for survey control.
 OE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0648.See file dsdata.txt to determine how the superseded data were derived.
 OE0648
 OE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN004626(NAD 83)
 OE0648_MARKER: Z = SEE DESCRIPTION
 OE0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0648_SP_SET: WALL
 OE0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0648
 OE0648  HISTORY     - Date     Condition        Report By
 OE0648  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0648  HISTORY     - 1931     GOOD             NGS
 OE0648  HISTORY     - 1936     GOOD             NGS
 OE0648  HISTORY     - 20050405 MARK NOT FOUND   NYDT
 OE0648
 OE0648                          STATION DESCRIPTION
 OE0648
 OE0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0648'IN MOHAWK.
 OE0648'ON NORTHEAST WINGWALL OF STREET RAILWAY AND GATE BRIDGE OVER BARGE
 OE0648'CANAL BETWEEN MOHAWK AND HERKIMER.  ABOUT 4 FEET ABOVE WATER LEVEL.
 OE0648
 OE0648                          STATION RECOVERY (1936)
 OE0648
 OE0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 OE0648'RECOVERED IN GOOD CONDITION.
 OE0648
 OE0648                          STATION RECOVERY (2005)
 OE0648
 OE0648'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2398 ***********************************************************************
 OF2398  DESIGNATION -  388 2 MCGS 1969
 OF2398  PID         -  OF2398
 OF2398  STATE/COUNTY-  NY/MONROE
 OF2398  USGS QUAD   -  SPENCERPORT (1978)
 OF2398
 OF2398                         *CURRENT SURVEY CONTROL
 OF2398  ___________________________________________________________________
 OF2398* NAD 83(1996)-  43 07 37.91368(N)    077 47 14.58412(W)     ADJUSTED  
 OF2398* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 OF2398  ___________________________________________________________________
 OF2398  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 OF2398  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2398
 OF2398  HORZ ORDER  -  SECOND
 OF2398
 OF2398.The horizontal coordinates were established by classical geodetic methods
 OF2398.and adjusted by the National Geodetic Survey in January 1999..
 OF2398
 OF2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2398
 OF2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2398
 OF2398.The geoid height was determined by GEOID03.
 OF2398
 OF2398;                    North         East     Units Scale Factor Converg.
 OF2398;SPC NY W     -   347,607.643   414,764.492   MT  0.99998908   +0 32 38.9
 OF2398;SPC NY W     - 1,140,442.74  1,360,773.17   sFT  0.99998908   +0 32 38.9
 OF2398;UTM  18      - 4,778,711.913   273,268.119   MT  1.00023244   -1 54 22.8
 OF2398
 OF2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2398!SPC NY W     -   0.99997712  x   0.99998908  =   0.99996620
 OF2398!UTM  18      -   0.99997712  x   1.00023244  =   1.00020955
 OF2398
 OF2398|---------------------------------------------------------------------|
 OF2398| PID    Reference Object                     Distance      Geod. Az  |
 OF2398|                                                           dddmmss.s |
 OF2398| OF2408 4 1 121 NYSDOT 1971                 269.054 METERS 04901     |
 OF2398| OF2407 WESLEYAN 1969 AZ MK                 APPROX. 0.5 KM 2430934.1 |
 OF2398|---------------------------------------------------------------------|
 OF2398
 OF2398                          SUPERSEDED SURVEY CONTROL
 OF2398
 OF2398  NAD 83(1986)-  43 07 37.92054(N)    077 47 14.58252(W) AD(       ) 2
 OF2398  NAD 27      -  43 07 37.69934(N)    077 47 15.55692(W) AD(       ) 2
 OF2398  NGVD 29 (07/19/86)  181.4    (m)          595.     (f) VERT ANG       
 OF2398
 OF2398.Superseded values are not recommended for survey control.
 OF2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2398.See file dsdata.txt to determine how the superseded data were derived.
 OF2398
 OF2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7326878712(NAD 83)
 OF2398_MARKER: DD = SURVEY DISK
 OF2398_SETTING: 0 = UNSPECIFIED SETTING
 OF2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2398
 OF2398  HISTORY     - Date     Condition        Report By
 OF2398  HISTORY     - 1969     MONUMENTED       NY-055
 OF2398  HISTORY     - 1971     GOOD             NY-055
 OF2398
 OF2398                          STATION DESCRIPTION
 OF2398
 OF2398'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2398'IN OGDEN ALONG BUFFALO ROAD (RT.33).
 OF2398'
 OF2398'0.1 MILE NORTHEAST OF WEST SIDE DRIVE (OGDEN-CHILI T.L. RD.).
 OF2398'
 OF2398'0.6 MILE EAST OF STATION WESLEYAN 1969.
 OF2398'
 OF2398'22.9 FEET SOUTHEAST OF CENTERLINE OF PAVEMENT.
 OF2398'
 OF2398'73.5 FEET SOUTHWEST OF SOUTHWEST RANGELINE OF HOUSE 4165.
 OF2398'
 OF2398'61.2 FEET SOUTHWEST OF 8 INCH MAPLE.
 OF2398'
 OF2398'30.7 FEET WEST OF FIRE HYDRANT.
 OF2398'
 OF2398'13.2 FEET NORTHWEST OF RG AND E POLE 176A/33A.
 OF2398'
 OF2398'10.7 FEET NORTH OF 6 INCH HAWTHORNE.
 OF2398'
 OF2398'8.5 FEET NORTHEAST OF NORTHEAST RANGELINE OF OLD 2 STORY FRAME
 OF2398'HOUSE ON NORTH SIDE OF ROAD.
 OF2398'
 OF2398'5.2 FEET NORTHEAST OF WITNESS POST.
 OF2398'
 OF2398'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2398'STAMPED 388-2 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF2398
 OF2398                          STATION RECOVERY (1971)
 OF2398
 OF2398'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2398'IN CHILI, ON THE N. SIDE OF BUFFALO RD. 0.1 MI. N.E. OF WEST SIDE
 OF2398'DRIVE.
 OF2398'
 OF2398'22.9 FT SE OF CENTERLINE BUFFALO RD.
 OF2398'
 OF2398'73.5 FT SW OF W. RANGELINE HOUSE NO. 4665
 OF2398'
 OF2398'61.2 FT W OF A 8 IN MAPLE
 OF2398'
 OF2398'30.7 FT NW OF A HYDRANT
 OF2398'
 OF2398'13.2 FT NNW OF POLE RG AND E 176A
 OF2398'
 OF2398'10.7 FT N OF A 6 IN HAWTHORNE
 OF2398'
 OF2398'5.3 FT N. OF MONROE COUNTY WITNESS POST
 OF2398'
 OF2398'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2398'388-2 IN THE TOP OF A CONCRETE COVERED 1.0 FT. AND IN A CAST IRON
 OF2398'FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2444 ***********************************************************************
 OF2444  DESIGNATION -  388 3 MCGS 1969
 OF2444  PID         -  OF2444
 OF2444  STATE/COUNTY-  NY/MONROE
 OF2444  USGS QUAD   -  CLIFTON (1971)
 OF2444
 OF2444                         *CURRENT SURVEY CONTROL
 OF2444  ___________________________________________________________________
 OF2444* NAD 83(1996)-  43 07 26.28135(N)    077 47 44.53595(W)     ADJUSTED  
 OF2444* NAVD 88     -       175.9    (meters)     577.     (feet)  VERTCON   
 OF2444  ___________________________________________________________________
 OF2444  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 OF2444  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2444
 OF2444  HORZ ORDER  -  SECOND
 OF2444
 OF2444.The horizontal coordinates were established by classical geodetic methods
 OF2444.and adjusted by the National Geodetic Survey in January 1999..
 OF2444
 OF2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2444
 OF2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2444
 OF2444.The geoid height was determined by GEOID03.
 OF2444
 OF2444;                    North         East     Units Scale Factor Converg.
 OF2444;SPC NY W     -   347,242.296   414,090.888   MT  0.99998801   +0 32 18.3
 OF2444;SPC NY W     - 1,139,244.10  1,358,563.19   sFT  0.99998801   +0 32 18.3
 OF2444;UTM  18      - 4,778,375.617   272,579.340   MT  1.00023629   -1 54 42.8
 OF2444
 OF2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2444!SPC NY W     -   0.99997795  x   0.99998801  =   0.99996596
 OF2444!UTM  18      -   0.99997795  x   1.00023629  =   1.00021423
 OF2444
 OF2444|---------------------------------------------------------------------|
 OF2444| PID    Reference Object                     Distance      Geod. Az  |
 OF2444|                                                           dddmmss.s |
 OF2444| OF2407 WESLEYAN 1969 AZ MK                 263.893 METERS 05959     |
 OF2444| OF2398 388 2 MCGS 1969                     APPROX. 0.8 KM 0620350.8 |
 OF2444| OF2381 WESLEYAN                            352.829 METERS 30858     |
 OF2444|---------------------------------------------------------------------|
 OF2444
 OF2444                          SUPERSEDED SURVEY CONTROL
 OF2444
 OF2444  NAD 83(1986)-  43 07 26.28821(N)    077 47 44.53435(W) AD(       ) 2
 OF2444  NAD 27      -  43 07 26.06691(N)    077 47 45.50786(W) AD(       ) 2
 OF2444  NGVD 29 (07/19/86)  176.1    (m)          578.     (f) VERT ANG       
 OF2444
 OF2444.Superseded values are not recommended for survey control.
 OF2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2444.See file dsdata.txt to determine how the superseded data were derived.
 OF2444
 OF2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7257978376(NAD 83)
 OF2444_MARKER: DD = SURVEY DISK
 OF2444_SETTING: 0 = UNSPECIFIED SETTING
 OF2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2444
 OF2444  HISTORY     - Date     Condition        Report By
 OF2444  HISTORY     - 1969     MONUMENTED       NY-055
 OF2444  HISTORY     - 1971     GOOD             NY-055
 OF2444
 OF2444                          STATION DESCRIPTION
 OF2444
 OF2444'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2444'IN CHILI ALONG BUFFALO ROAD,
 OF2444'
 OF2444'0.5 MILE EAST OF UNION STREET.
 OF2444'
 OF2444'1158 FEET SOUTHEAST OF STATION WESLEYAN, 1969.
 OF2444'
 OF2444'21.0 FEET NORTHWEST OF CENTERLINE OF PAVEMENT.
 OF2444'
 OF2444'57.6 FEET NORTH OF POLE 16/16.
 OF2444'
 OF2444'27.0 FEET EAST OF WOOD POST HIGHWAY STATION 415 + 00.
 OF2444'
 OF2444'10.2 FEET SOUTH OF NORTH POST OF SPEED ZONE SIGN.
 OF2444'
 OF2444'8.8 FEET SOUTH OF SOUTH POST OF SPEED ZONE SIGN.
 OF2444'
 OF2444'146.9 FEET SOUTHWEST OF FIRE HYDRANT.
 OF2444'
 OF2444'61.2 FEET SOUTHWEST OF THE SOUTHWEST RANGELINE AT HOUSE 4257.
 OF2444'
 OF2444'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2444'STAMPED 388-3 IN THE TOP OF A CONCRETE POST IN A SQUARE CAST IRON
 OF2444'FRAME AND COVER MARKED WITH LETTER M FLUSH WITH GROUND.
 OF2444
 OF2444                          STATION RECOVERY (1971)
 OF2444
 OF2444'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2444'NEW DESCRIPTION FOLLOWS--
 OF2444'
 OF2444'IN CHILI, ON THE N. SIDE OF BUFFALO ROAD, 0.5 MI. E. OF UNION
 OF2444'STREET
 OF2444'
 OF2444'21.0 FT N. OF CENTERLINE BUFFALO ROAD
 OF2444'
 OF2444'61.2 FT W OF W RANGELINE, HOUSE NO. 4257
 OF2444'
 OF2444'146.9 FT W. OF HYDRANT
 OF2444'
 OF2444'27 FT + OR - E. OF HIGHWAY STATION POST 415 + 00,
 OF2444'
 OF2444'4.0 FT S. OF MONROE COUNTY WITNESS POST.
 OF2444'
 OF2444'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2444'388-3 IN THE TOP OF A CONCRETE POST COVERED 1.2 FT. AND IN A
 OF2444'CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0291 ***********************************************************************
 OE0291  DESIGNATION -  388.00
 OE0291  PID         -  OE0291
 OE0291  STATE/COUNTY-  NY/HERKIMER
 OE0291  USGS QUAD   -  HERKIMER (1943)
 OE0291
 OE0291                         *CURRENT SURVEY CONTROL
 OE0291  ___________________________________________________________________
 OE0291* NAD 83(1986)-  43 00 58.     (N)    074 54 59.     (W)     SCALED    
 OE0291* NAVD 88     -       117.819  (meters)     386.54   (feet)  ADJUSTED  
 OE0291  ___________________________________________________________________
 OE0291  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 OE0291  DYNAMIC HT  -         117.786 (meters)     386.44  (feet)  COMP
 OE0291  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 OE0291
 OE0291  VERT ORDER  -  FIRST     CLASS II
 OE0291
 OE0291.The horizontal coordinates were scaled from a topographic map and have
 OE0291.an estimated accuracy of +/- 6 seconds.
 OE0291
 OE0291.The orthometric height was determined by differential leveling
 OE0291.and adjusted by the National Geodetic Survey in June 1991..
 OE0291
 OE0291.The geoid height was determined by GEOID03.
 OE0291
 OE0291.The dynamic height is computed by dividing the NAVD 88
 OE0291.geopotential number by the normal gravity value computed on the
 OE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0291.degrees latitude (g = 980.6199 gals.).
 OE0291
 OE0291.The modeled gravity was interpolated from observed gravity values.
 OE0291
 OE0291;                    North         East    Units  Estimated Accuracy
 OE0291;SPC NY E     -   464,550.      116,060.      MT  (+/- 180 meters Scaled)
 OE0291
 OE0291                          SUPERSEDED SURVEY CONTROL
 OE0291
 OE0291  NGVD 29 (??/??/92)  117.971  (m)          387.04   (f) ADJ UNCH    1 2
 OE0291
 OE0291.Superseded values are not recommended for survey control.
 OE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0291.See file dsdata.txt to determine how the superseded data were derived.
 OE0291
 OE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN068626(NAD 83)
 OE0291_MARKER: B = BOLT
 OE0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0291_SP_SET: WALL
 OE0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0291
 OE0291  HISTORY     - Date     Condition        Report By
 OE0291  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0291  HISTORY     - 1931     GOOD             NGS
 OE0291
 OE0291                          STATION DESCRIPTION
 OE0291
 OE0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0291'3.3 MI W FROM LITTLE FALLS.
 OE0291'ON NORTHEAST CORNER OF CANAL LOCK NO. 18.  DIRECTLY ACROSS CANAL FROM
 OE0291'POWER HOUSE.  BRASS BOLT CEMENTED IN CENTER OF 2 INCH HOLE IN CENTER
 OE0291'OF 8 X 12 IN. CUT OF LIMESTONE WHICH IS SET IN CONCRETE WALL WITH TOP
 OE0291'FLUSH WITH TOP SURFACE OF CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2416 ***********************************************************************
 OF2416  DESIGNATION -  389 6 MCGS 1971
 OF2416  PID         -  OF2416
 OF2416  STATE/COUNTY-  NY/MONROE
 OF2416  USGS QUAD   -  SPENCERPORT (1978)
 OF2416
 OF2416                         *CURRENT SURVEY CONTROL
 OF2416  ___________________________________________________________________
 OF2416* NAD 83(1996)-  43 09 52.22153(N)    077 46 27.24248(W)     ADJUSTED  
 OF2416* NAVD 88     -       178.89   (+/-2cm)     586.9    (feet)  VERTCON   
 OF2416  ___________________________________________________________________
 OF2416  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 OF2416  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2416
 OF2416  HORZ ORDER  -  SECOND
 OF2416  VERT ORDER  -  THIRD ? (See Below)
 OF2416
 OF2416.The horizontal coordinates were established by classical geodetic methods
 OF2416.and adjusted by the National Geodetic Survey in January 1999..
 OF2416
 OF2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2416.The vertical order pertains to the NGVD 29 superseded value.
 OF2416
 OF2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2416
 OF2416.The geoid height was determined by GEOID03.
 OF2416
 OF2416;                    North         East     Units Scale Factor Converg.
 OF2416;SPC NY W     -   351,762.382   415,794.492   MT  0.99999073   +0 33 12.7
 OF2416;SPC NY W     - 1,154,073.75  1,364,152.43   sFT  0.99999073   +0 33 12.7
 OF2416;UTM  18      - 4,782,819.779   274,475.165   MT  1.00022572   -1 53 55.1
 OF2416
 OF2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2416!SPC NY W     -   0.99997750  x   0.99999073  =   0.99996823
 OF2416!UTM  18      -   0.99997750  x   1.00022572  =   1.00020322
 OF2416
 OF2416:                Primary Azimuth Mark                     Grid Az
 OF2416:SPC NY W     -  3305 MCGS 1971                           180 50 02.0
 OF2416:UTM  18      -  3305 MCGS 1971                           183 17 09.8
 OF2416
 OF2416|---------------------------------------------------------------------|
 OF2416| PID    Reference Object                     Distance      Geod. Az  |
 OF2416|                                                           dddmmss.s |
 OF2416| OF2413 3305 MCGS 1971                      APPROX. 0.7 KM 1812314.7 |
 OF2416| OF2415 3306 MCGS 1971                      310.636 METERS 35921     |
 OF2416|---------------------------------------------------------------------|
 OF2416
 OF2416                          SUPERSEDED SURVEY CONTROL
 OF2416
 OF2416  NAD 83(1986)-  43 09 52.22847(N)    077 46 27.24098(W) AD(       ) 2
 OF2416  NAD 27      -  43 09 52.00756(N)    077 46 28.21599(W) AD(       ) 2
 OF2416  NGVD 29 (07/19/86)  179.06   (m)          587.5    (f) LEVELING    3  
 OF2416
 OF2416.Superseded values are not recommended for survey control.
 OF2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2416.See file dsdata.txt to determine how the superseded data were derived.
 OF2416
 OF2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7447582820(NAD 83)
 OF2416_MARKER: DD = SURVEY DISK
 OF2416_SETTING: 0 = UNSPECIFIED SETTING
 OF2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2416
 OF2416  HISTORY     - Date     Condition        Report By
 OF2416  HISTORY     - 1971     MONUMENTED       NY-055
 OF2416
 OF2416                          STATION DESCRIPTION
 OF2416
 OF2416'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2416'IN OGDEN, ON THE E. SIDE OF GILLETT ROAD, 0.2 MI. S OF LYELL RD.
 OF2416'
 OF2416'19.2 FT E OF CENTERLINE GILLETT ROAD
 OF2416'
 OF2416'47.7 SE OF A HYDRANT
 OF2416'
 OF2416'80.4 FT S OF POLE, RGE 24
 OF2416'
 OF2416'93.5 SW OF NW CORNER
 OF2416'
 OF2416'90.1 SW OF SW CORNER AND
 OF2416'
 OF2416'9.2 FT S OF S RANGELINE OF HOUSE NO. 584
 OF2416'
 OF2416'19.4 FT NW OF CENTER OF A CATCH BASIN
 OF2416'
 OF2416'1.0 FT E. OF A MONROE COUNTY WITNESS POST.
 OF2416'
 OF2416'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2416'389-6 IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1809 ***********************************************************************
 NB1809  DESIGNATION -  389=CHEMUNG
 NB1809  PID         -  NB1809
 NB1809  STATE/COUNTY-  NY/CHEMUNG
 NB1809  USGS QUAD   -  WAVERLY (1978)
 NB1809
 NB1809                         *CURRENT SURVEY CONTROL
 NB1809  ___________________________________________________________________
 NB1809* NAD 83(1996)-  42 02 31.60601(N)    076 33 20.08936(W)     ADJUSTED  
 NB1809* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 NB1809  ___________________________________________________________________
 NB1809  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NB1809  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB1809
 NB1809  HORZ ORDER  -  SECOND
 NB1809
 NB1809.The horizontal coordinates were established by classical geodetic methods
 NB1809.and adjusted by the National Geodetic Survey in January 1999..
 NB1809
 NB1809.The orthometric height was scaled from a topographic map.
 NB1809
 NB1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1809
 NB1809.The geoid height was determined by GEOID03.
 NB1809
 NB1809;                    North         East     Units Scale Factor Converg.
 NB1809;SPC NY C     -   226,771.670   252,297.693   MT  0.99993756   +0 01 06.9
 NB1809;SPC NY C     -   744,000.05    827,746.68   sFT  0.99993756   +0 01 06.9
 NB1809;SPC PA N     -   208,964.663   698,891.773   MT  1.00001625   +0 47 24.6
 NB1809;SPC PA N     -   685,578.23  2,292,947.43   sFT  1.00001625   +0 47 24.6
 NB1809;UTM  18      - 4,655,622.541   371,253.851   MT  0.99980396   -1 02 30.8
 NB1809
 NB1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1809!SPC NY C     -   0.99992367  x   0.99993756  =   0.99986123
 NB1809!SPC PA N     -   0.99992367  x   1.00001625  =   0.99993992
 NB1809!UTM  18      -   0.99992367  x   0.99980396  =   0.99972764
 NB1809
 NB1809|---------------------------------------------------------------------|
 NB1809| PID    Reference Object                     Distance      Geod. Az  |
 NB1809|                                                           dddmmss.s |
 NB1809| DE4492 CHEMUNG RM 1                         32.063 METERS 08001     |
 NB1809| DE4491 CHEMUNG AZ MK                                      1391010.3 |
 NB1809| DE4493 CHEMUNG RM 2                         18.777 METERS 28423     |
 NB1809|---------------------------------------------------------------------|
 NB1809
 NB1809                          SUPERSEDED SURVEY CONTROL
 NB1809
 NB1809  NAD 83(1986)-  42 02 31.61088(N)    076 33 20.09064(W) AD(       ) 2
 NB1809  NAD 27      -  42 02 31.34400(N)    076 33 21.29200(W) AD(       ) 2
 NB1809
 NB1809.Superseded values are not recommended for survey control.
 NB1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1809.See file dsdata.txt to determine how the superseded data were derived.
 NB1809
 NB1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7125455623(NAD 83)
 NB1809
 NB1809  HISTORY     - Date     Condition        Report By
 NB1809  HISTORY     - 1939     MONUMENTED       CGS
 NB1809  HISTORY     - 1945     SEE DESCRIPTION  CGS
 NB1809  HISTORY     - 1989     GOOD             LOCSUR
 NB1809
 NB1809                          STATION DESCRIPTION
 NB1809
 NB1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1809'STATION CHEMUNG (N.Y.S.S. NO.389) IS LOCATED IN CHEMUNG
 NB1809'COUNTY, IN CHEMUNG TOWNSHIP, ABOUT 3 MILES AIR LINE
 NB1809'NORTH-NORTHWEST OF WAVERLY AND ABOUT 0.5 MILE AIR LINE WEST OF
 NB1809'THE CHEMUNG-BROOME COUNTY LINE.  IT IS ON THE PROPERTY OF
 NB1809'MR. G.J. BANZHOF AND ABOUT 0.25 MILE NORTHWEST OF HIS RESIDENCE.
 NB1809'
 NB1809'THE STATION IS A GRANITE POST, 6 INCHES SQUARE AND PROJECTING
 NB1809'ABOUT 9 INCHES ABOVE THE GROUND.  N.Y.S.S. NO.389 IS INSCRIBED
 NB1809'ON THE SIDES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1809'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 11A, AND 11B
 NB1809'RESPECTIVELY.
 NB1809'
 NB1809'TO REACH THE STATION FROM THE JUNCTION OF ROUTES NO.17 AND 34
 NB1809'IN THE EAST PART OF WAVERLY GO WEST ON SPRING STREET FOR 0.7
 NB1809'MILE TO THE END OF THE ROAD.  TURN RIGHT AND GO 1.0 MILE TO THE
 NB1809'AZIMUTH MARK ON THE NORTH SIDE OF THE ROAD.  IT IS ABOUT 25 FEET
 NB1809'NORTH OF THE CENTER LINE, ABOUT 60 FEET EAST OF A TURN TO THE
 NB1809'NORTH AND ABOUT 250 FEET WEST OF A TURN TO THE SOUTH.  CONTINUE
 NB1809'ON MAIN ROAD FOR 1.4 MILES TO A FORK.  TAKE RIGHT FORK AND GO
 NB1809'0.25 MILE TO MR. BANZHOFS RESIDENCE ON THE NORTH SIDE OF THE
 NB1809'ROAD.  THE STATION IS 0.25 MILE NORTH OF HIS RESIDENCE ON TOP
 NB1809'OF THE HILL.
 NB1809'
 NB1809'A POST, PAINTED WHITE, 4 INCHES SQUARE AND 5 FEET LONG WITH
 NB1809'U.S. TRIANGULATION STAMPED ON IT WAS SET AT THE STATION.
 NB1809'
 NB1809'STATIONS MABY, ERIN AND DEAN ARE VISIBLE FROM 12 FEET.
 NB1809'
 NB1809'REFERENCE MARK NO.1 IS ABOUT 3 FEET WEST OF A NORTH-SOUTH
 NB1809'FENCE LINE AND ABOUT 30 FEET NORTH OF A FENCE CORNER.  REFERENCE
 NB1809'MARK NO.2 IS ABOUT 2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 NB1809'ABOUT 160 FEET WEST OF A FENCE CORNER.
 NB1809'
 NB1809'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 NB1809
 NB1809                          STATION RECOVERY (1945)
 NB1809
 NB1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (BCB)
 NB1809'LETTER DATED JULY 17, 1945 FROM MRS. BESSIE C. BINGHAM, WAVERLY,
 NB1809'N.Y.--AZIMUTH MARK STAMPED CHEMUNG 1939 IS STILL IN POSITION ON
 NB1809'THE WARD FARM IN TIOGA COUNTY.
 NB1809
 NB1809                          STATION RECOVERY (1989)
 NB1809
 NB1809'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (ATL)
 NB1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1026 ***********************************************************************
 OF1026  DESIGNATION -  392.455
 OF1026  PID         -  OF1026
 OF1026  STATE/COUNTY-  NY/MONROE
 OF1026  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1026
 OF1026                         *CURRENT SURVEY CONTROL
 OF1026  ___________________________________________________________________
 OF1026* NAD 83(1986)-  43 13 24.     (N)    077 37 51.     (W)     SCALED    
 OF1026* NAVD 88     -       119.356  (meters)     391.59   (feet)  ADJUSTED  
 OF1026  ___________________________________________________________________
 OF1026  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1026  DYNAMIC HT  -         119.327 (meters)     391.49  (feet)  COMP
 OF1026  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 OF1026
 OF1026  VERT ORDER  -  FIRST     CLASS II
 OF1026
 OF1026.The horizontal coordinates were scaled from a topographic map and have
 OF1026.an estimated accuracy of +/- 6 seconds.
 OF1026
 OF1026.The orthometric height was determined by differential leveling
 OF1026.and adjusted by the National Geodetic Survey in September 1994..
 OF1026
 OF1026.The geoid height was determined by GEOID03.
 OF1026
 OF1026.The dynamic height is computed by dividing the NAVD 88
 OF1026.geopotential number by the normal gravity value computed on the
 OF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1026.degrees latitude (g = 980.6199 gals.).
 OF1026
 OF1026.The modeled gravity was interpolated from observed gravity values.
 OF1026
 OF1026;                    North         East    Units  Estimated Accuracy
 OF1026;SPC NY W     -   358,420.      427,380.      MT  (+/- 180 meters Scaled)
 OF1026
 OF1026                          SUPERSEDED SURVEY CONTROL
 OF1026
 OF1026  NAVD 88 (06/15/91)  119.369  (m)          391.63   (f) UNKNOWN     1 2
 OF1026  NGVD 29 (??/??/92)  119.549  (m)          392.22   (f) ADJ UNCH    1 2
 OF1026
 OF1026.Superseded values are not recommended for survey control.
 OF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1026.See file dsdata.txt to determine how the superseded data were derived.
 OF1026
 OF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN863889(NAD 83)
 OF1026_MARKER: DD = SURVEY DISK
 OF1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1026_SP_SET: BRIDGE ABUTMENT
 OF1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1026
 OF1026  HISTORY     - Date     Condition        Report By
 OF1026  HISTORY     - UNK      MONUMENTED       BORR
 OF1026  HISTORY     - 1941     GOOD             NGS
 OF1026
 OF1026                          STATION DESCRIPTION
 OF1026
 OF1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1026'AT ROCHESTER.
 OF1026'AT ROCHESTER, 3.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
 OF1026'RAILROAD FROM THE N.Y.C. DRAW BRIDGE OVER GENESEE RIVER, ABOUT
 OF1026'0.8 MILE NORTHEAST OF THE BANARD STATION SHED, SET IN THE NORTH
 OF1026'CORNER OF THE WEST ABUTMENT OF BRIDGE NO. 0-11, 8 FEET NORTHEAST
 OF1026'OF THE NORTHEAST RAIL OF THE TRACKS LEADING NORTH AND EAST, 2.7
 OF1026'FEET NORTH OF THE NORTH CORNER OF THE STEEL BRIDGE WALL, 0.6 FOOT
 OF1026'NORTH OF THE NORTH EDGE OF THE TOP STEP, 2.1 FEET ABOVE THE BRIDGE
 OF1026'SEAT, 75 FEET SOUTH OF A SECTION HOUSE. A BUFFALO ROCHESTER AND
 OF1026'PITTSBURG BRONZE DISK. NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0825 ***********************************************************************
 PH0825  DESIGNATION -  393
 PH0825  PID         -  PH0825
 PH0825  STATE/COUNTY-  NY/ST LAWRENCE
 PH0825  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0825
 PH0825                         *CURRENT SURVEY CONTROL
 PH0825  ___________________________________________________________________
 PH0825* NAD 83(1986)-  44 32 24.     (N)    075 17 45.     (W)     SCALED    
 PH0825* NAVD 88     -       119.795  (meters)     393.03   (feet)  ADJUSTED  
 PH0825  ___________________________________________________________________
 PH0825  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 PH0825  DYNAMIC HT  -         119.786 (meters)     393.00  (feet)  COMP
 PH0825  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 PH0825
 PH0825  VERT ORDER  -  FIRST     CLASS II
 PH0825
 PH0825.The horizontal coordinates were scaled from a topographic map and have
 PH0825.an estimated accuracy of +/- 6 seconds.
 PH0825
 PH0825.The orthometric height was determined by differential leveling
 PH0825.and adjusted by the National Geodetic Survey in June 1991..
 PH0825
 PH0825.The geoid height was determined by GEOID03.
 PH0825
 PH0825.The dynamic height is computed by dividing the NAVD 88
 PH0825.geopotential number by the normal gravity value computed on the
 PH0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0825.degrees latitude (g = 980.6199 gals.).
 PH0825
 PH0825.The modeled gravity was interpolated from observed gravity values.
 PH0825
 PH0825;                    North         East    Units  Estimated Accuracy
 PH0825;SPC NY E     -   634,070.       86,760.      MT  (+/- 180 meters Scaled)
 PH0825
 PH0825                          SUPERSEDED SURVEY CONTROL
 PH0825
 PH0825  NGVD 29 (??/??/92)  119.933  (m)          393.48   (f) ADJ UNCH    1 2
 PH0825
 PH0825.Superseded values are not recommended for survey control.
 PH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0825.See file dsdata.txt to determine how the superseded data were derived.
 PH0825
 PH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ764318(NAD 83)
 PH0825_MARKER: DD = SURVEY DISK
 PH0825_SETTING: 80 = SET IN A BOULDER
 PH0825_SP_SET: BOULDER
 PH0825_STAMPING: ALBANY 393 1903
 PH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0825+STABILITY: SURFACE MOTION
 PH0825
 PH0825  HISTORY     - Date     Condition        Report By
 PH0825  HISTORY     - 1903     MONUMENTED       USGS
 PH0825  HISTORY     - 1942     GOOD             NGS
 PH0825
 PH0825                          STATION DESCRIPTION
 PH0825
 PH0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0825'2.5 MI N FROM DE KALB JUNCTION.
 PH0825'TO REACH FROM THE RAILROAD STATION AT DE KALB JUNCTION, PROCEED 2.5
 PH0825'MILES NORTHERLY ALONG THE OGDENSBURG BRANCH OF THE NEW YORK CENTRAL
 PH0825'RAILROAD, TO AN ASPHALT ROAD CROSSING, AND SITE OF BENCH MARK.  BENCH
 PH0825'MARK IS SET HORIZONTALLY IN THE TOP OF A LARGE BOULDER ABOUT 294.0
 PH0825'FEET NORTH OF THE CENTERLINE OF ROAD CROSSING.  IT IS 90.0 FEET WEST
 PH0825'OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF TRACK.  NOTE-- THIS
 PH0825'BENCH MARK IS PARTLY BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0213 ***********************************************************************
 LY0213  DESIGNATION -  397
 LY0213  PID         -  LY0213
 LY0213  STATE/COUNTY-  NY/ORANGE
 LY0213  USGS QUAD   -  PINE BUSH (1956)
 LY0213
 LY0213                         *CURRENT SURVEY CONTROL
 LY0213  ___________________________________________________________________
 LY0213* NAD 83(1986)-  41 36 36.     (N)    074 18 00.     (W)     SCALED    
 LY0213* NAVD 88     -       120.600  (meters)     395.67   (feet)  ADJUSTED  
 LY0213  ___________________________________________________________________
 LY0213  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY0213  DYNAMIC HT  -         120.554 (meters)     395.52  (feet)  COMP
 LY0213  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 LY0213
 LY0213  VERT ORDER  -  SECOND    CLASS 0
 LY0213
 LY0213.The horizontal coordinates were scaled from a topographic map and have
 LY0213.an estimated accuracy of +/- 6 seconds.
 LY0213
 LY0213.The orthometric height was determined by differential leveling
 LY0213.and adjusted by the National Geodetic Survey in June 1991..
 LY0213
 LY0213.The geoid height was determined by GEOID03.
 LY0213
 LY0213.The dynamic height is computed by dividing the NAVD 88
 LY0213.geopotential number by the normal gravity value computed on the
 LY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0213.degrees latitude (g = 980.6199 gals.).
 LY0213
 LY0213.The modeled gravity was interpolated from observed gravity values.
 LY0213
 LY0213;                    North         East    Units  Estimated Accuracy
 LY0213;SPC NY E     -   308,310.      166,670.      MT  (+/- 180 meters Scaled)
 LY0213
 LY0213                          SUPERSEDED SURVEY CONTROL
 LY0213
 LY0213  NGVD 29 (??/??/92)  120.827  (m)          396.41   (f) ADJ UNCH    2 0
 LY0213
 LY0213.Superseded values are not recommended for survey control.
 LY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0213.See file dsdata.txt to determine how the superseded data were derived.
 LY0213
 LY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM583067(NAD 83)
 LY0213_MARKER: DD = SURVEY DISK
 LY0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0213_SP_SET: CONC FOUNDATION
 LY0213_STAMPING: 397 ALBANY 1903
 LY0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0213
 LY0213  HISTORY     - Date     Condition        Report By
 LY0213  HISTORY     - 1903     MONUMENTED       USGS
 LY0213  HISTORY     - 1942     GOOD             NGS
 LY0213
 LY0213                          STATION DESCRIPTION
 LY0213
 LY0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0213'AT PINE BUSH.
 LY0213'THIS MARK IS AT PINE BUSH, ORANGE COUNTY, SET VERTICALLY IN THE
 LY0213'EAST END OF THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE
 LY0213'GRAHAM CHURCH, 2 FEET WEST OF THE GRANITE CORNER STONE, 2 FEET
 LY0213'HIGHER THAN THE GROUND, AND IS A STANDARD U.S. GEOLOGICAL SURVEY
 LY0213'TABLET SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0297 ***********************************************************************
 OE0297  DESIGNATION -  397 USGS
 OE0297  PID         -  OE0297
 OE0297  STATE/COUNTY-  NY/HERKIMER
 OE0297  USGS QUAD   -  LITTLE FALLS (1943)
 OE0297
 OE0297                         *CURRENT SURVEY CONTROL
 OE0297  ___________________________________________________________________
 OE0297* NAD 83(1986)-  43 02 33.     (N)    074 51 34.     (W)     SCALED    
 OE0297* NAVD 88     -       120.801  (meters)     396.33   (feet)  ADJUSTED  
 OE0297  ___________________________________________________________________
 OE0297  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 OE0297  DYNAMIC HT  -         120.767 (meters)     396.22  (feet)  COMP
 OE0297  MODELED GRAV-     980,335.8   (mgal)                       NAVD 88
 OE0297
 OE0297  VERT ORDER  -  FIRST     CLASS II
 OE0297
 OE0297.The horizontal coordinates were scaled from a topographic map and have
 OE0297.an estimated accuracy of +/- 6 seconds.
 OE0297
 OE0297.The orthometric height was determined by differential leveling
 OE0297.and adjusted by the National Geodetic Survey in June 1991..
 OE0297
 OE0297.The geoid height was determined by GEOID03.
 OE0297
 OE0297.The dynamic height is computed by dividing the NAVD 88
 OE0297.geopotential number by the normal gravity value computed on the
 OE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0297.degrees latitude (g = 980.6199 gals.).
 OE0297
 OE0297.The modeled gravity was interpolated from observed gravity values.
 OE0297
 OE0297;                    North         East    Units  Estimated Accuracy
 OE0297;SPC NY E     -   467,460.      120,710.      MT  (+/- 180 meters Scaled)
 OE0297
 OE0297                          SUPERSEDED SURVEY CONTROL
 OE0297
 OE0297  NGVD 29 (??/??/92)  120.951  (m)          396.82   (f) ADJ UNCH    1 2
 OE0297
 OE0297.Superseded values are not recommended for survey control.
 OE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0297.See file dsdata.txt to determine how the superseded data were derived.
 OE0297
 OE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN114655(NAD 83)
 OE0297_MARKER: DD = SURVEY DISK
 OE0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0297_SP_SET: BUILDING
 OE0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0297
 OE0297  HISTORY     - Date     Condition        Report By
 OE0297  HISTORY     - UNK      MONUMENTED       USGS
 OE0297  HISTORY     - 1931     GOOD             NGS
 OE0297  HISTORY     - 1942     GOOD             NGS
 OE0297  HISTORY     - 1981     MARK NOT FOUND   NGS
 OE0297
 OE0297                          STATION DESCRIPTION
 OE0297
 OE0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0297'IN LITTLE FALLS.
 OE0297'AT SOUTHEAST CORNER OF ANN AND ALBANY STREETS.  ON NORTHWEST CORNER OF
 OE0297'BRICK BUILDING WITH STONE FOUNDATION. ABOUT 5 FEET ABOVE SIDEWALK.
 OE0297
 OE0297                          STATION RECOVERY (1942)
 OE0297
 OE0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OE0297'RECOVERED IN GOOD CONDITION.
 OE0297
 OE0297                          STATION RECOVERY (1981)
 OE0297
 OE0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OE0297'ASSUME DESTROYED, THE LOCATION IS NOW A PARKING LOT FOR A BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1027 ***********************************************************************
 OF1027  DESIGNATION -  397.921
 OF1027  PID         -  OF1027
 OF1027  STATE/COUNTY-  NY/MONROE
 OF1027  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1027
 OF1027                         *CURRENT SURVEY CONTROL
 OF1027  ___________________________________________________________________
 OF1027* NAD 83(1986)-  43 12 53.     (N)    077 38 18.     (W)     SCALED    
 OF1027* NAVD 88     -       121.009  (meters)     397.01   (feet)  ADJUSTED  
 OF1027  ___________________________________________________________________
 OF1027  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1027  DYNAMIC HT  -         120.980 (meters)     396.92  (feet)  COMP
 OF1027  MODELED GRAV-     980,375.1   (mgal)                       NAVD 88
 OF1027
 OF1027  VERT ORDER  -  FIRST     CLASS II
 OF1027
 OF1027.The horizontal coordinates were scaled from a topographic map and have
 OF1027.an estimated accuracy of +/- 6 seconds.
 OF1027
 OF1027.The orthometric height was determined by differential leveling
 OF1027.and adjusted by the National Geodetic Survey in September 1994..
 OF1027
 OF1027.The geoid height was determined by GEOID03.
 OF1027
 OF1027.The dynamic height is computed by dividing the NAVD 88
 OF1027.geopotential number by the normal gravity value computed on the
 OF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1027.degrees latitude (g = 980.6199 gals.).
 OF1027
 OF1027.The modeled gravity was interpolated from observed gravity values.
 OF1027
 OF1027;                    North         East    Units  Estimated Accuracy
 OF1027;SPC NY W     -   357,460.      426,780.      MT  (+/- 180 meters Scaled)
 OF1027
 OF1027                          SUPERSEDED SURVEY CONTROL
 OF1027
 OF1027  NAVD 88 (06/15/91)  121.022  (m)          397.05   (f) UNKNOWN     1 2
 OF1027  NGVD 29 (??/??/92)  121.202  (m)          397.64   (f) ADJ UNCH    1 2
 OF1027
 OF1027.Superseded values are not recommended for survey control.
 OF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1027.See file dsdata.txt to determine how the superseded data were derived.
 OF1027
 OF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN856880(NAD 83)
 OF1027_MARKER: DD = SURVEY DISK
 OF1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1027_SP_SET: CULVERT
 OF1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1027
 OF1027  HISTORY     - Date     Condition        Report By
 OF1027  HISTORY     - UNK      MONUMENTED       BORR
 OF1027  HISTORY     - 1941     GOOD             NGS
 OF1027
 OF1027                          STATION DESCRIPTION
 OF1027
 OF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1027'AT ROCHESTER.
 OF1027'AT ROCHESTER, 3.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
 OF1027'RAILROAD FROM THE N.Y.C. DRAW BRIDGE OVER GENESEE RIVER, ABOUT 0.2
 OF1027'MILE NORTHEAST OF THE BANARD STATION SHED, SET IN THE CENTER OF THE
 OF1027'SOUTHEAST HEADWALL OF A CULVERT UNDER THE TRACKS, 10 FEET SOUTHEAST
 OF1027'OF THE SOUTHEAST RAIL OF TRACKS, 32.6 FEET NORTHEAST OF A SWITCH
 OF1027'STAND, 39.5 FEET SOUTHEAST OF THE FOURTH POWER-LINE POLE NORTHEAST
 OF1027'OF THE CROSSING AT DEWEY AVE., 4 FEET NORTHEAST OF THE SOUTHWEST
 OF1027'END OF CULVERT, 1.3 FEET NORTHWEST OF THE SOUTHEAST EDGE, A BUFFALO,
 OF1027'ROCHESTER AND PITTSBURG BRONZE DISK. NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1761 ***********************************************************************
 KU1761  DESIGNATION -  398
 KU1761  PID         -  KU1761
 KU1761  STATE/COUNTY-  NY/KINGS
 KU1761  USGS QUAD   -  BROOKLYN (1979)
 KU1761
 KU1761                         *CURRENT SURVEY CONTROL
 KU1761  ___________________________________________________________________
 KU1761* NAD 83(1986)-  40 41 31.     (N)    073 59 22.     (W)     SCALED    
 KU1761* NAVD 88     -        16.707  (meters)      54.81   (feet)  ADJUSTED  
 KU1761  ___________________________________________________________________
 KU1761  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KU1761  DYNAMIC HT  -          16.701 (meters)      54.79  (feet)  COMP
 KU1761  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 KU1761
 KU1761  VERT ORDER  -  FIRST     CLASS II
 KU1761
 KU1761.The horizontal coordinates were scaled from a topographic map and have
 KU1761.an estimated accuracy of +/- 6 seconds.
 KU1761
 KU1761.The orthometric height was determined by differential leveling
 KU1761.and adjusted by the National Geodetic Survey in June 1991..
 KU1761
 KU1761.The geoid height was determined by GEOID03.
 KU1761
 KU1761.The dynamic height is computed by dividing the NAVD 88
 KU1761.geopotential number by the normal gravity value computed on the
 KU1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1761.degrees latitude (g = 980.6199 gals.).
 KU1761
 KU1761.The modeled gravity was interpolated from observed gravity values.
 KU1761
 KU1761;                    North         East    Units  Estimated Accuracy
 KU1761;SPC NY L     -    58,330.      300,890.      MT  (+/- 180 meters Scaled)
 KU1761
 KU1761                          SUPERSEDED SURVEY CONTROL
 KU1761
 KU1761  NGVD 29 (??/??/92)   17.042  (m)           55.91   (f) ADJ UNCH    1 2
 KU1761
 KU1761.Superseded values are not recommended for survey control.
 KU1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1761.See file dsdata.txt to determine how the superseded data were derived.
 KU1761
 KU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL853050(NAD 83)
 KU1761_MARKER: Q = CHISELED SQUARE
 KU1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1761_SP_SET: WATER TABLE
 KU1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1761
 KU1761  HISTORY     - Date     Condition        Report By
 KU1761  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1761  HISTORY     - 1952     GOOD             NGS
 KU1761  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 KU1761
 KU1761                          STATION DESCRIPTION
 KU1761
 KU1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1761'AT NEW YORK.
 KU1761'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE JUNCTION OF FULTON
 KU1761'STREET AND COURT SQUARE, IN THE TOP OF WATER TABLE AT EAST
 KU1761'CORNER OF HALL OF RECORDS BUILDING, 20 FEET NORTHWEST OF
 KU1761'NORTHWEST CURB OF COURT SQUARE, 32 1/2 FEET SOUTHWEST OF
 KU1761'SOUTHWEST CURB OF FULTON STREET AND 1 1/4 FEET ABOVE SIDE WALK.
 KU1761
 KU1761                          STATION RECOVERY (2005)
 KU1761
 KU1761'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1761'THE MARK IS PRESUMED DESTROYED.
 KU1761' 
 KU1761'THE OLD KINGS COUNTY HALL OF RECORDS IS GONE AND BOTH MARKS SET ON THE
 KU1761'BUILDING ARE LOST. THE LOT IS NOW OCCUPIED BY THE BROOKLYN LAW SCHOOL
 KU1761'AT THE FULTON STREET END AND BY A VACANT BUILDING BELONGING TO SUNY AT
 KU1761'THE LIVINGSTON STREET END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1760 ***********************************************************************
 KU1760  DESIGNATION -  399
 KU1760  PID         -  KU1760
 KU1760  STATE/COUNTY-  NY/KINGS
 KU1760  USGS QUAD   -  BROOKLYN (1979)
 KU1760
 KU1760                         *CURRENT SURVEY CONTROL
 KU1760  ___________________________________________________________________
 KU1760* NAD 83(1986)-  40 41 27.     (N)    073 59 22.     (W)     SCALED    
 KU1760* NAVD 88     -        16.698  (meters)      54.78   (feet)  ADJUSTED  
 KU1760  ___________________________________________________________________
 KU1760  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU1760  DYNAMIC HT  -          16.692 (meters)      54.76  (feet)  COMP
 KU1760  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 KU1760
 KU1760  VERT ORDER  -  FIRST     CLASS II
 KU1760
 KU1760.The horizontal coordinates were scaled from a topographic map and have
 KU1760.an estimated accuracy of +/- 6 seconds.
 KU1760
 KU1760.The orthometric height was determined by differential leveling
 KU1760.and adjusted by the National Geodetic Survey in June 1991..
 KU1760
 KU1760.The geoid height was determined by GEOID03.
 KU1760
 KU1760.The dynamic height is computed by dividing the NAVD 88
 KU1760.geopotential number by the normal gravity value computed on the
 KU1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1760.degrees latitude (g = 980.6199 gals.).
 KU1760
 KU1760.The modeled gravity was interpolated from observed gravity values.
 KU1760
 KU1760;                    North         East    Units  Estimated Accuracy
 KU1760;SPC NY L     -    58,210.      300,890.      MT  (+/- 180 meters Scaled)
 KU1760
 KU1760                          SUPERSEDED SURVEY CONTROL
 KU1760
 KU1760  NGVD 29 (??/??/92)   17.034  (m)           55.89   (f) ADJ UNCH    1 2
 KU1760
 KU1760.Superseded values are not recommended for survey control.
 KU1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1760.See file dsdata.txt to determine how the superseded data were derived.
 KU1760
 KU1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL853049(NAD 83)
 KU1760_MARKER: Q = CHISELED SQUARE
 KU1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1760_SP_SET: WATER TABLE
 KU1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1760
 KU1760  HISTORY     - Date     Condition        Report By
 KU1760  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1760  HISTORY     - 1952     GOOD             NGS
 KU1760  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 KU1760
 KU1760                          STATION DESCRIPTION
 KU1760
 KU1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1760'AT NEW YORK.
 KU1760'AT NEW YORK, IN BOROUGH, AT COURT SQUARE, LIVINGSTON STREET
 KU1760'AND BOERUM PLACE, IN THE TOP OF WATER TABLE AT SOUTH CORNER OF
 KU1760'HALL OR RECORDS BUILDING, 25.7 FEET NORTHEAST OF NORTHEAST CURB
 KU1760'OF LIVINGSTON STREET, 20 FEET NORTHWEST OF NORTHWEST CURB OF
 KU1760'COURT SQUARE AND 2.7 FEET ABOVE SIDE WALK.
 KU1760
 KU1760                          STATION RECOVERY (2005)
 KU1760
 KU1760'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1760'THE MARK IS PRESUMED DESTROYED.
 KU1760' 
 KU1760'THE OLD KINGS COUNTY HALL OF RECORDS IS GONE AND BOTH MARKS SET ON THE
 KU1760'BUILDING ARE LOST. THE LOT IS NOW OCCUPIED BY THE BROOKLYN LAW SCHOOL
 KU1760'AT THE FULTON STREET END AND BY A VACANT BUILDING BELONGING TO SUNY AT
 KU1760'THE LIVINGSTON STREET END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0729 ***********************************************************************
 OF0729  DESIGNATION -  399
 OF0729  PID         -  OF0729
 OF0729  STATE/COUNTY-  NY/WAYNE
 OF0729  USGS QUAD   -  WOLCOTT (1978)
 OF0729
 OF0729                         *CURRENT SURVEY CONTROL
 OF0729  ___________________________________________________________________
 OF0729* NAD 83(1986)-  43 07 54.     (N)    076 46 03.     (W)     SCALED    
 OF0729* NAVD 88     -       121.677  (meters)     399.20   (feet)  ADJUSTED  
 OF0729  ___________________________________________________________________
 OF0729  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OF0729  DYNAMIC HT  -         121.648 (meters)     399.11  (feet)  COMP
 OF0729  MODELED GRAV-     980,380.8   (mgal)                       NAVD 88
 OF0729
 OF0729  VERT ORDER  -  SECOND    CLASS 0
 OF0729
 OF0729.The horizontal coordinates were scaled from a topographic map and have
 OF0729.an estimated accuracy of +/- 6 seconds.
 OF0729
 OF0729.The orthometric height was determined by differential leveling
 OF0729.and adjusted by the National Geodetic Survey in June 1991..
 OF0729
 OF0729.The geoid height was determined by GEOID03.
 OF0729
 OF0729.The dynamic height is computed by dividing the NAVD 88
 OF0729.geopotential number by the normal gravity value computed on the
 OF0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0729.degrees latitude (g = 980.6199 gals.).
 OF0729
 OF0729.The modeled gravity was interpolated from observed gravity values.
 OF0729
 OF0729;                    North         East    Units  Estimated Accuracy
 OF0729;SPC NY C     -   347,810.      235,020.      MT  (+/- 180 meters Scaled)
 OF0729
 OF0729                          SUPERSEDED SURVEY CONTROL
 OF0729
 OF0729  NGVD 29 (??/??/92)  121.866  (m)          399.82   (f) ADJ UNCH    2 0
 OF0729
 OF0729.Superseded values are not recommended for survey control.
 OF0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0729.See file dsdata.txt to determine how the superseded data were derived.
 OF0729
 OF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN562769(NAD 83)
 OF0729_MARKER: DD = SURVEY DISK
 OF0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0729_SP_SET: BUILDING
 OF0729_STAMPING: 399
 OF0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0729
 OF0729  HISTORY     - Date     Condition        Report By
 OF0729  HISTORY     - 1942     MONUMENTED       USGS
 OF0729  HISTORY     - 1969     GOOD             KONSKI
 OF0729  HISTORY     - 19950623 MARK NOT FOUND   USPSQD
 OF0729
 OF0729                          STATION DESCRIPTION
 OF0729
 OF0729'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OF0729'AT SOUTH BUTLER.
 OF0729'BENCH MARK IS SET VERTICALLY IN THE STONE MASONRY FOUNDATION OF GRADE
 OF0729'SCHOOL AT SOUTH BUTLER. IT IS 1.1 FOOT ABOVE THE GROUND AND 0.8 FOOT
 OF0729'EAST OF THE NORTHEAST CORNER OF BUILDING.
 OF0729
 OF0729                          STATION RECOVERY (1969)
 OF0729
 OF0729'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0729'RECOVERED IN GOOD CONDITION.
 OF0729
 OF0729                          STATION RECOVERY (1995)
 OF0729
 OF0729'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1805 ***********************************************************************
 NB1805  DESIGNATION -  399=ENFIELD
 NB1805  PID         -  NB1805
 NB1805  STATE/COUNTY-  NY/TOMPKINS
 NB1805  USGS QUAD   -  ITHACA WEST (1978)
 NB1805
 NB1805                         *CURRENT SURVEY CONTROL
 NB1805  ___________________________________________________________________
 NB1805* NAD 83(1996)-  42 27 15.49463(N)    076 35 58.25964(W)     ADJUSTED  
 NB1805* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 NB1805  ___________________________________________________________________
 NB1805  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 NB1805  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB1805
 NB1805  HORZ ORDER  -  FIRST
 NB1805
 NB1805.The horizontal coordinates were established by classical geodetic methods
 NB1805.and adjusted by the National Geodetic Survey in January 1999..
 NB1805
 NB1805.The orthometric height was scaled from a topographic map.
 NB1805
 NB1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1805
 NB1805.The geoid height was determined by GEOID03.
 NB1805
 NB1805;                    North         East     Units Scale Factor Converg.
 NB1805;SPC NY C     -   272,553.990   248,668.869   MT  0.99993752   -0 00 39.3
 NB1805;SPC NY C     -   894,204.22    815,841.11   sFT  0.99993752   -0 00 39.3
 NB1805;UTM  18      - 4,701,458.465   368,476.706   MT  0.99981283   -1 04 47.4
 NB1805
 NB1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1805!SPC NY C     -   0.99993512  x   0.99993752  =   0.99987265
 NB1805!UTM  18      -   0.99993512  x   0.99981283  =   0.99974797
 NB1805
 NB1805:                Primary Azimuth Mark                     Grid Az
 NB1805:SPC NY C     -  ITHACA CORNELL U PR PLT NE STK           096 54 59.6
 NB1805:UTM  18      -  ITHACA CORNELL U PR PLT NE STK           097 59 07.7
 NB1805
 NB1805|---------------------------------------------------------------------|
 NB1805| PID    Reference Object                     Distance      Geod. Az  |
 NB1805|                                                           dddmmss.s |
 NB1805| NB1797 ITHACA CORNELL U PR PLT NE STK      APPROX.10.4 KM 0965420.3 |
 NB1805| CZ8259 ENFIELD RM 1                          8.416 METERS 09803     |
 NB1805| CZ8261 ENFIELD AZ MK 2                                    11313     |
 NB1805| CZ8258 ENFIELD AZ MK                                      1140731.0 |
 NB1805| CZ8260 ENFIELD RM 2                          9.496 METERS 25701     |
 NB1805|---------------------------------------------------------------------|
 NB1805
 NB1805                          SUPERSEDED SURVEY CONTROL
 NB1805
 NB1805  NAD 83(1986)-  42 27 15.49991(N)    076 35 58.25956(W) AD(       ) 1
 NB1805  NAD 27      -  42 27 15.23700(N)    076 35 59.46100(W) AD(       ) 1
 NB1805
 NB1805.Superseded values are not recommended for survey control.
 NB1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1805.See file dsdata.txt to determine how the superseded data were derived.
 NB1805
 NB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN6847701458(NAD 83)
 NB1805
 NB1805  HISTORY     - Date     Condition        Report By
 NB1805  HISTORY     - 1939     MONUMENTED       CGS
 NB1805  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NB1805  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NB1805  HISTORY     - 1975     SEE DESCRIPTION  NYDT
 NB1805  HISTORY     - 19891130 GOOD             USPSQD
 NB1805
 NB1805                          STATION DESCRIPTION
 NB1805
 NB1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1805'STATION ENFIELD (N.Y.S.S. NO.399) IS LOCATED IN TOMPKINS
 NB1805'COUNTY AND IN ENFIELD TOWNSHIP.  IT IS ABOUT 5 MILES AIR LINE
 NB1805'WEST OF THE CENTER OF ITHACA AND 4-1/2 MILES WEST OF LAKE
 NB1805'CAYUGA.  IT IS IN AN EAST AND WEST FENCE LINE, BETWEEN TWO
 NB1805'CULTIVATED FIELDS, ON THE HIGHEST POINT OF A SMALL HILL.  IT IS
 NB1805'ON THE PROPERTY OF MRS. CURRY AND ABOUT 0.1 MILE NORTHWEST OF
 NB1805'HER RESIDENCE.  THE STATION IS ABOUT 200 YARDS NORTH OF STATE
 NB1805'HIGHWAY NO.79 AND 76 YARDS WEST OF A ROAD THAT RUNS BETWEEN
 NB1805'THE BARN AND THE HOUSE.  THERE IS A ROW OF SMALL TREES ALONG
 NB1805'THE FENCE BY THE STATION.
 NB1805'
 NB1805'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 NB1805'CONCRETE AS DESCRIBED IN NOTE 11A, AND STAMPED ENFIELD 1939.
 NB1805'
 NB1805'THE SURFACE MARK IS A GRANITE POST 6 INCHES SQUARE AND
 NB1805'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  N.Y.S.S. NO.399 IS
 NB1805'INSCRIBED ON THE SIDES.  THE STATION IS SUPPOSED TO HAVE A
 NB1805'SUB-SURFACE MARK 2-1/2 FEET BELOW THE GROUND.  EITHER A METAL
 NB1805'CONE, AN EARTHENWARE CONE OR A BOTTLE.  IT IS NOT KNOWN WHICH.
 NB1805'
 NB1805'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES NO.2, 34
 NB1805'AND 79 IN THE WEST PART OF ITHACA, GO NORTH AND WEST ON ROUTE
 NB1805'NO.79 FOR 4.45 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF
 NB1805'THE ROAD.  IT IS 25 FEET NORTH OF THE CENTER LINE, 6 FEET NORTH
 NB1805'OF A LINE OF TELEPHONE POLES, ABOUT 300 FEET WEST OF TWO BARNS
 NB1805'(ONE PAINTED RED AND ONE UNPAINTED) AND IS AT THE SOUTHEAST
 NB1805'CORNER OF AN UNCULTIVATED FIELD.  CONTINUE ON ROUTE NO.79 FOR
 NB1805'0.3 MILE TO A FARMHOUSE ON THE RIGHT.  TURN RIGHT, PASS
 NB1805'BETWEEN THE HOUSE AND THE BARN AND GO 0.15 MILE NORTH TO THE
 NB1805'TOP OF THE HILL.  TURN RIGHT AND FOLLOW THE FENCE LINE 76
 NB1805'YARDS TO THE STATION.
 NB1805'
 NB1805'A POST, PAINTED WHITE, 4 INCHES SQUARE AND 5 FEET LONG WITH
 NB1805'U.S. TRIANGULATION STAMPED ON IT WAS SET AT REFERENCE MARK NO.2.
 NB1805'
 NB1805'REFERENCE MARK NO.1 IS ABOUT 7 FEET SOUTH OF THE FENCE LINE IN
 NB1805'A SMALL GROWTH OF TREES.  REFERENCE MARK NO.2 IS ABOUT 5 FEET
 NB1805'SOUTH OF THE FENCE LINE, ALSO IN THE TREES.  THE GROWTH OF
 NB1805'SMALL TREES FOLLOWS THE FENCE LINE.
 NB1805'
 NB1805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NB1805
 NB1805                          STATION RECOVERY (1964)
 NB1805
 NB1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 NB1805'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NB1805'WERE RECOVERED IN GOOD CONDITION.
 NB1805'
 NB1805'THE STATION IS NOW 17 FEET NORTH OF A FENCELINE, 12 FEET EAST
 NB1805'OF A THREE-FORKED TREE, AND 45 FEET WEST OF A 6 INCH ELM TREE.
 NB1805'
 NB1805'REFERENCE MARK NO.1 IS 14 FEET SOUTHWEST OF THE 6 INCH ELM
 NB1805'TREE AND 11 FEET NORTH OF THE FENCELINE.
 NB1805'
 NB1805'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF THE FENCELINE AND 20
 NB1805'FEET SOUTHWEST FROM THE THREE-FORKED TREE.
 NB1805'
 NB1805'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 13A,79,
 NB1805'AND 76 AT THE WEST END OF STATE STREET IN ITHACA, TURN RIGHT ON
 NB1805'ROUTE 79 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE OF
 NB1805'THE ROAD.  IT IS 22 FEET NORTH OF THE CENTERLINE OF ROUTE 79,
 NB1805'ABOUT 300 FEET WEST OF TWO BARNS, AND IS IN THE SOUTHEAST
 NB1805'CORNER OF A FIELD.  CONTINUE ON 79 FOR 0.3 MILES TO A FARMHOUSE
 NB1805'ON THE RIGHT.  TURN RIGHT, GO BETWEEN THE HOUSE AND THE BARN,
 NB1805'AND FOLLOW A FIELD ROAD TO THE TOP OF THE HILL AND THE
 NB1805'STATION.
 NB1805
 NB1805                          STATION RECOVERY (1968)
 NB1805
 NB1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 NB1805'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 NB1805'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN
 NB1805'THE WAY OF HIGHWAY CONSTRUCTION.  THE MARK WAS MOVED ON LINE,
 NB1805'THE OLD MARK DESTROYED AND AZIMUTH MARK 2 ESTABLISHED AT THIS
 NB1805'TIME.  THE DIRECTION TO REFERENCE MARKS 1 AND 2 FAILED TO
 NB1805'CHECK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NB1805'
 NB1805'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ITHACA, 5 MILES
 NB1805'EAST OF MECKLENBURG AND 5 MILES SOUTHEAST OF PERRY CITY.  IT IS
 NB1805'JUST NORTH OF AN EAST-WEST FENCE LINE ON PROPERTY OWNED BY
 NB1805'MR. EDWARD WOOD.
 NB1805'
 NB1805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 96
 NB1805'AND 79 AT THE WEST EDGE OF ITHACA, GO WEST ON STATE HIGHWAY 79
 NB1805'FOR 4.75 MILES TO A CROSSROAD, CONTINUE WEST ON STATE HIGHWAY 79
 NB1805'FOR 0.15 MILE TO AZIMUTH MARK 2 ON THE RIGHT, CONTINUE WEST ON
 NB1805'STATE HIGHWAY 79 FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT, TURN
 NB1805'RIGHT, PASSING BETWEEN THE HOUSE AND BARN, AND GO NORTH ON THE
 NB1805'TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 NB1805'STATION.
 NB1805'
 NB1805'THE STATION IS 84 FEET WEST OF THE APPROXIMATE CENTER OF THE
 NB1805'WIRE GATE AND TRACK ROAD AND 17 FEET NORTH OF THE WIRE
 NB1805'FENCE.  THE MARK IS A GRANITE POST 6 INCHES SQUARE AND
 NB1805'PROJECTING 8 INCHES.  N.Y.S.S. NO. 399 IS INSCRIBED ON THE SIDES.
 NB1805'
 NB1805'REFERENCE MARK NO. 1 IS 11 FEET NORTH OF THE WIRE FENCE.  THE
 NB1805'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 NB1805'POST PROJECTING 3 INCHES AND IS STAMPED ENFIELD RM 1 1939.
 NB1805'
 NB1805'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF THE WIRE FENCE.  THE
 NB1805'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 NB1805'POST PROJECTING 3 INCHES AND IS STAMPED ENFIELD RM 2 1939.
 NB1805'
 NB1805'AZIMUTH MARK 2 IS 59 FEET NORTH OF THE CENTERLINE OF STATE
 NB1805'HIGHWAY 79 AND 13.5 FEET WEST OF POWERLINE POLE NO. 117.  THE
 NB1805'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 NB1805'POST PROJECTING 1 INCH AND IS STAMPED ENFIELD 1939 AZ 2 1968.
 NB1805'
 NB1805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1805'5 MILES WEST OF ITHACA.
 NB1805
 NB1805                          STATION RECOVERY (1975)
 NB1805
 NB1805'RECOVERY NOTE BY NY DEPT OF TRANSP 1975
 NB1805'IT WAS NOT POSSIBLE TO GAIN ACCESS TO THE PROPERTY AT THIS
 NB1805'TIME, HOWEVER, ALL MARKS WERE REPORTED IN AND RECENTLY USED.
 NB1805
 NB1805                          STATION RECOVERY (1989)
 NB1805
 NB1805'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0818 ***********************************************************************
 NB0818  DESIGNATION -  4
 NB0818  PID         -  NB0818
 NB0818  STATE/COUNTY-  NY/ONTARIO
 NB0818  USGS QUAD   -  PHELPS (1953)
 NB0818
 NB0818                         *CURRENT SURVEY CONTROL
 NB0818  ___________________________________________________________________
 NB0818* NAD 83(1986)-  42 53 08.     (N)    077 06 24.     (W)     SCALED    
 NB0818* NAVD 88     -       243.917  (meters)     800.25   (feet)  ADJUSTED  
 NB0818  ___________________________________________________________________
 NB0818  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NB0818  DYNAMIC HT  -         243.847 (meters)     800.02  (feet)  COMP
 NB0818  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 NB0818
 NB0818  VERT ORDER  -  SECOND    CLASS 0
 NB0818
 NB0818.The horizontal coordinates were scaled from a topographic map and have
 NB0818.an estimated accuracy of +/- 6 seconds.
 NB0818
 NB0818.The orthometric height was determined by differential leveling
 NB0818.and adjusted by the National Geodetic Survey in June 1991..
 NB0818
 NB0818.The geoid height was determined by GEOID03.
 NB0818
 NB0818.The dynamic height is computed by dividing the NAVD 88
 NB0818.geopotential number by the normal gravity value computed on the
 NB0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0818.degrees latitude (g = 980.6199 gals.).
 NB0818
 NB0818.The modeled gravity was interpolated from observed gravity values.
 NB0818
 NB0818;                    North         East    Units  Estimated Accuracy
 NB0818;SPC NY C     -   320,590.      207,250.      MT  (+/- 180 meters Scaled)
 NB0818
 NB0818                          SUPERSEDED SURVEY CONTROL
 NB0818
 NB0818  NGVD 29 (??/??/92)  244.065  (m)          800.74   (f) ADJ UNCH    2 0
 NB0818
 NB0818.Superseded values are not recommended for survey control.
 NB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0818.See file dsdata.txt to determine how the superseded data were derived.
 NB0818
 NB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN279502(NAD 83)
 NB0818_MARKER: B = BOLT
 NB0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0818_SP_SET: BRIDGE ABUTMENT
 NB0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0818
 NB0818  HISTORY     - Date     Condition        Report By
 NB0818  HISTORY     - UNK      MONUMENTED       PRR
 NB0818  HISTORY     - 1935     GOOD             NGS
 NB0818  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0818  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0818  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 NB0818
 NB0818                          STATION DESCRIPTION
 NB0818
 NB0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0818'0.55 MI S FROM SENECA CASTLE.
 NB0818'IS LOCATED 0.55 OF MILE SOUTH OF THE R.R. STATION. ON EAST END OF
 NB0818'BACK WALL OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 4.33 OVER NEW YORK
 NB0818'STATE RAILWAYS.
 NB0818
 NB0818                          STATION RECOVERY (1985)
 NB0818
 NB0818'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0818'MARK NOT FOUND.
 NB0818
 NB0818                          STATION RECOVERY (1985)
 NB0818
 NB0818'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0818'MARK NOT FOUND.
 NB0818
 NB0818                          STATION RECOVERY (2002)
 NB0818
 NB0818'RECOVERY NOTE BY US POWER SQUADRON 2002 (DB)
 NB0818'BELIEVED DESTROYED. ONLY REMNANTS OF ABUTMENTS EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0523 ***********************************************************************
 PH0523  DESIGNATION -  4
 PH0523  PID         -  PH0523
 PH0523  STATE/COUNTY-  NY/ST LAWRENCE
 PH0523  USGS QUAD   -  MASSENA (1964)
 PH0523
 PH0523                         *CURRENT SURVEY CONTROL
 PH0523  ___________________________________________________________________
 PH0523* NAD 83(1986)-  44 57 20.     (N)    074 55 34.     (W)     SCALED    
 PH0523* NAVD 88     -        70.19   (+/-2cm)     230.3    (feet)  VERTCON   
 PH0523  ___________________________________________________________________
 PH0523  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PH0523
 PH0523  VERT ORDER  -  ? (See Below)
 PH0523
 PH0523.The horizontal coordinates were scaled from a topographic map and have
 PH0523.an estimated accuracy of +/- 6 seconds.
 PH0523
 PH0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0523.The vertical order pertains to the NGVD 29 superseded value.
 PH0523
 PH0523.The geoid height was determined by GEOID03.
 PH0523
 PH0523;                    North         East    Units  Estimated Accuracy
 PH0523;SPC NY E     -   680,020.      116,380.      MT  (+/- 180 meters Scaled)
 PH0523
 PH0523                          SUPERSEDED SURVEY CONTROL
 PH0523
 PH0523  NGVD 29 (??/??/92)   70.316  (m)          230.70   (f) ADJ UNCH    ?  
 PH0523
 PH0523.Superseded values are not recommended for survey control.
 PH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0523.See file dsdata.txt to determine how the superseded data were derived.
 PH0523
 PH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ058780(NAD 83)
 PH0523_MARKER: R = RIVET
 PH0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PH0523_SP_SET: CONCRETE IN 10-INCH IRON PIPE
 PH0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0523+STABILITY: SURFACE MOTION
 PH0523
 PH0523  HISTORY     - Date     Condition        Report By
 PH0523  HISTORY     - UNK      MONUMENTED       LOCENG
 PH0523  HISTORY     - 1943     GOOD             NGS
 PH0523
 PH0523                          STATION DESCRIPTION
 PH0523
 PH0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0523'3.5 MI NE FROM LOUISVILLE LANDING.
 PH0523'ABOUT 3-1/2 MILES NORTHEAST OF LOUISVILLE, LANDING, ST. LAWRENCE
 PH0523'COUNTY, ON RIVER ROAD, ABOUT 1/4 MILE WEST OF MASSENA POWER CANAL, ON
 PH0523'THE ST. LAWRENCE RIVER POWER COMPANY PROPERTY, ABOUT 310 FEET WEST OF
 PH0523'THE FENCE GATE OF A ROAD LEADING TO THE RIVER, ABOUT 208 FEET NORTH OF
 PH0523'THE RIGHT-OF-WAY FENCE, INSIDE A 10-INCH IRON PIPE PARTIALLY FILLED
 PH0523'WITH CONCRETE (PIPE PROJECTS ABOUT 1 FOOT ABOVE GROUND) AND ABOUT 8
 PH0523'INCHES BELOW THE TOP OF THE PIPE.  THE TOP OF A 5/8-INCH BRASS RIVET
 PH0523'PROJECTING ABOUT 1 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0540 ***********************************************************************
 PH0540  DESIGNATION -  4
 PH0540  PID         -  PH0540
 PH0540  STATE/COUNTY-  NY/ST LAWRENCE
 PH0540  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0540
 PH0540                         *CURRENT SURVEY CONTROL
 PH0540  ___________________________________________________________________
 PH0540* NAD 83(1986)-  44 59 20.     (N)    074 51 28.     (W)     SCALED    
 PH0540* NAVD 88     -        67.43   (+/-2cm)     221.2    (feet)  VERTCON   
 PH0540  ___________________________________________________________________
 PH0540  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 PH0540
 PH0540  VERT ORDER  -  ? (See Below)
 PH0540
 PH0540.The horizontal coordinates were scaled from a topographic map and have
 PH0540.an estimated accuracy of +/- 6 seconds.
 PH0540
 PH0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0540.The vertical order pertains to the NGVD 29 superseded value.
 PH0540
 PH0540.The geoid height was determined by GEOID03.
 PH0540
 PH0540;                    North         East    Units  Estimated Accuracy
 PH0540;SPC NY E     -   683,700.      121,790.      MT  (+/- 180 meters Scaled)
 PH0540
 PH0540                          SUPERSEDED SURVEY CONTROL
 PH0540
 PH0540  NGVD 29 (??/??/92)   67.547  (m)          221.61   (f) ADJ UNCH    ?  
 PH0540
 PH0540.Superseded values are not recommended for survey control.
 PH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0540.See file dsdata.txt to determine how the superseded data were derived.
 PH0540
 PH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ112817(NAD 83)
 PH0540_MARKER: B = BOLT
 PH0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0540+STABILITY: SURFACE MOTION
 PH0540
 PH0540  HISTORY     - Date     Condition        Report By
 PH0540  HISTORY     - UNK      MONUMENTED       USLS
 PH0540  HISTORY     - 1943     GOOD             NGS
 PH0540
 PH0540                          STATION DESCRIPTION
 PH0540
 PH0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0540'1.75 MI NE FROM TRACY LANDING.
 PH0540'ABOUT 1-3/4 MILES NORTHEAST OF TRACY LANDING, ST. LAWRENCE COUNTY,
 PH0540'ABOUT 420 FEET EAST OF POLLYS CREEK, ON RIVER ROAD, AT THE EDGE OF A
 PH0540'CUT, OPPOSITE THE HENRY HOLLAND PROPERTY, 77 FEET SOUTHEAST OF THE
 PH0540'SOUTHEAST CORNER OF A BARN, 20 FEET SOUTH OF THE SOUTH EDGE OF THE
 PH0540'MACADAM ROAD, AT THE SOUTH SIDE OF THE DITCH, 93 FEET SOUTHWEST OF A
 PH0540'DRILL HOLE IN THE TOP OF A LARGE BOULDER IN A FENCE LINE, IN LINE WITH
 PH0540'A STONE FENCE, 7 FEET NORTH OF THE NORTH END, 5 FEET NORTHWEST OF A
 PH0540'FENCE CORNER, AND 19 FEET WEST OF THE CENTER LINE OF A LANE. THE TOP
 PH0540'OF A 1/4-INCH BRASS BOLT SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 PH0540'WITH THE GROUND, AND PROJECTING ABOUT 1/2 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3719 ***********************************************************************
 KU3719  DESIGNATION -  4
 KU3719  PID         -  KU3719
 KU3719  STATE/COUNTY-  NY/WESTCHESTER
 KU3719  USGS QUAD   -  MOUNT VERNON (1979)
 KU3719
 KU3719                         *CURRENT SURVEY CONTROL
 KU3719  ___________________________________________________________________
 KU3719* NAD 83(1996)-  40 53 23.10596(N)    073 48 40.04567(W)     ADJUSTED  
 KU3719* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KU3719  ___________________________________________________________________
 KU3719  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 KU3719  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU3719
 KU3719  HORZ ORDER  -  SECOND
 KU3719
 KU3719.The horizontal coordinates were established by classical geodetic methods
 KU3719.and adjusted by the National Geodetic Survey in January 1999..
 KU3719
 KU3719.The orthometric height was scaled from a topographic map.
 KU3719
 KU3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3719
 KU3719.The geoid height was determined by GEOID03.
 KU3719
 KU3719;                    North         East     Units Scale Factor Converg.
 KU3719;SPC NY E     -   228,533.840   208,049.592   MT  0.99994146   +0 27 03.4
 KU3719;SPC NY E     -   749,781.44    682,576.04   sFT  0.99994146   +0 27 03.4
 KU3719;SPC NY L     -    80,313.369   315,917.494   MT  0.99999514   +0 07 24.7
 KU3719;SPC NY L     -   263,494.78  1,036,472.64   sFT  0.99999514   +0 07 24.7
 KU3719;UTM  18      - 4,527,198.811   600,153.771   MT  0.99972346   +0 46 41.9
 KU3719
 KU3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3719!SPC NY E     -   0.99999945  x   0.99994146  =   0.99994091
 KU3719!SPC NY L     -   0.99999945  x   0.99999514  =   0.99999459
 KU3719!UTM  18      -   0.99999945  x   0.99972346  =   0.99972291
 KU3719
 KU3719                          SUPERSEDED SURVEY CONTROL
 KU3719
 KU3719  NAD 83(1996)-  40 53 23.10677(N)    073 48 40.04572(W) AD(       ) 2
 KU3719  NAD 83(1992)-  40 53 23.10539(N)    073 48 40.04607(W) AD(       ) 2
 KU3719  NAD 83(1986)-  40 53 23.10842(N)    073 48 40.04512(W) AD(       ) 2
 KU3719  NAD 27      -  40 53 22.75259(N)    073 48 41.56754(W) AD(       ) 2
 KU3719
 KU3719.Superseded values are not recommended for survey control.
 KU3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3719.See file dsdata.txt to determine how the superseded data were derived.
 KU3719
 KU3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0015427199(NAD 83)
 KU3719_MARKER: DR = REFERENCE MARK DISK
 KU3719_SETTING: 0 = UNSPECIFIED SETTING
 KU3719
 KU3719  HISTORY     - Date     Condition        Report By
 KU3719  HISTORY     - 1966     MONUMENTED       NY-119
 KU3719
 KU3719                          STATION DESCRIPTION
 KU3719
 KU3719'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 KU3719'STATION PELHAM 2 IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF MOUNT
 KU3719'VERNON, 0.15 MILE NORTH OF THE WESTCHESTER-NEW YORK CITY LINE, IN
 KU3719'THE VILLAGE OF PELHAM MANOR AND ON PROPERTY OF THE PELHAM MANOR
 KU3719'SCHOOL.
 KU3719'
 KU3719'REFERENCE MARK 4 IS A WESTCHESTER COUNTY CONTROL SURVEY REFERENCE
 KU3719'MARK DISK STAMPED NO 4, CEMENTED IN A DRILL HOLE IN A CONCRETE
 KU3719'SIDEWALK ON THE NORTHEAST SIDE OF WASHINGTON AVENUE.  IT IS 54
 KU3719'FEET WEST OF THE CENTER OF PEACE STREET, 25 FEET EAST OF POWER
 KU3719'LINE POLE NO. W.L.C. 17 AND 20 FEET NORTH-NORTHEAST OF THE CENTER
 KU3719'OF WASHINGTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2369 ***********************************************************************
 OF2369  DESIGNATION -  4 1 10
 OF2369  PID         -  OF2369
 OF2369  STATE/COUNTY-  NY/MONROE
 OF2369  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2369
 OF2369                         *CURRENT SURVEY CONTROL
 OF2369  ___________________________________________________________________
 OF2369* NAD 83(1996)-  43 07 49.91165(N)    077 41 22.22583(W)     ADJUSTED  
 OF2369* NAVD 88     -       169.8    (meters)     557.     (feet)  VERTCON   
 OF2369  ___________________________________________________________________
 OF2369  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 OF2369  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2369
 OF2369  HORZ ORDER  -  SECOND
 OF2369
 OF2369.The horizontal coordinates were established by classical geodetic methods
 OF2369.and adjusted by the National Geodetic Survey in January 1999..
 OF2369
 OF2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2369
 OF2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2369
 OF2369.The geoid height was determined by GEOID03.
 OF2369
 OF2369;                    North         East     Units Scale Factor Converg.
 OF2369;SPC NY W     -   348,058.167   422,724.631   MT  1.00000254   +0 36 40.0
 OF2369;SPC NY W     - 1,141,920.84  1,386,889.06   sFT  1.00000254   +0 36 40.0
 OF2369;UTM  18      - 4,778,821.702   281,241.953   MT  1.00018873   -1 50 22.0
 OF2369
 OF2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2369!SPC NY W     -   0.99997892  x   1.00000254  =   0.99998146
 OF2369!UTM  18      -   0.99997892  x   1.00018873  =   1.00016765
 OF2369
 OF2369|---------------------------------------------------------------------|
 OF2369| PID    Reference Object                     Distance      Geod. Az  |
 OF2369|                                                           dddmmss.s |
 OF2369| OF2360 4 1 148                             382.778 METERS 05526     |
 OF2369| OF2362 4120                                340.308 METERS 12050     |
 OF2369| OF2363 4 1 11                              347.148 METERS 12411     |
 OF2369| OF2321 4126                                377.299 METERS 26452     |
 OF2369|---------------------------------------------------------------------|
 OF2369
 OF2369                          SUPERSEDED SURVEY CONTROL
 OF2369
 OF2369  NAD 83(1986)-  43 07 49.91841(N)    077 41 22.22489(W) AD(       ) 2
 OF2369  NAD 27      -  43 07 49.69736(N)    077 41 23.21065(W) AD(       ) 2
 OF2369  NGVD 29 (07/19/86)  170.0    (m)          558.     (f) VERT ANG       
 OF2369
 OF2369.Superseded values are not recommended for survey control.
 OF2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2369.See file dsdata.txt to determine how the superseded data were derived.
 OF2369
 OF2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8124278822(NAD 83)
 OF2369_MARKER: DE = TRAVERSE STATION DISK
 OF2369_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2369
 OF2369  HISTORY     - Date     Condition        Report By
 OF2369  HISTORY     - 1975     MONUMENTED       NY-055
 OF2369
 OF2369                          STATION DESCRIPTION
 OF2369
 OF2369'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2369'IN THE TOWN OF GATES IN S MEDIAN AT INTERSECTION OF NEW BEAHAN RD AND
 OF2369'CHILI AVE, 83.0 FT S OF N END OF MEDIAN, 47.9 FT SE OF UTILITY POLE
 OF2369'RGE 47, 38.0 FT E OF WOOD GUIDE POST, AND 56.1 FT NE OF WOOD GUIDE
 OF2369'POST.  STATION IS A STANDARD DISK STAMPED---4-1-10---IN CONCRETE POST
 OF2369'AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2363 ***********************************************************************
 OF2363  DESIGNATION -  4 1 11
 OF2363  PID         -  OF2363
 OF2363  STATE/COUNTY-  NY/MONROE
 OF2363  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2363
 OF2363                         *CURRENT SURVEY CONTROL
 OF2363  ___________________________________________________________________
 OF2363* NAD 83(1996)-  43 07 43.59158(N)    077 41 09.52016(W)     ADJUSTED  
 OF2363* NAVD 88     -       167.0    (meters)     548.     (feet)  VERTCON   
 OF2363  ___________________________________________________________________
 OF2363  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OF2363  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2363
 OF2363  HORZ ORDER  -  SECOND
 OF2363
 OF2363.The horizontal coordinates were established by classical geodetic methods
 OF2363.and adjusted by the National Geodetic Survey in January 1999..
 OF2363
 OF2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2363
 OF2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2363
 OF2363.The geoid height was determined by GEOID03.
 OF2363
 OF2363;                    North         East     Units Scale Factor Converg.
 OF2363;SPC NY W     -   347,866.211   423,013.881   MT  1.00000306   +0 36 48.6
 OF2363;SPC NY W     - 1,141,291.06  1,387,838.04   sFT  1.00000306   +0 36 48.6
 OF2363;UTM  18      - 4,778,617.516   281,522.783   MT  1.00018722   -1 50 13.1
 OF2363
 OF2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2363!SPC NY W     -   0.99997936  x   1.00000306  =   0.99998242
 OF2363!UTM  18      -   0.99997936  x   1.00018722  =   1.00016658
 OF2363
 OF2363|---------------------------------------------------------------------|
 OF2363| PID    Reference Object                     Distance      Geod. Az  |
 OF2363|                                                           dddmmss.s |
 OF2363| OF2362 4120                                 21.251 METERS 01344     |
 OF2363| OF2160 4534                                433.517 METERS 1780613.2 |
 OF2363| OF2369 4 1 10                              347.148 METERS 30411     |
 OF2363|---------------------------------------------------------------------|
 OF2363
 OF2363                          SUPERSEDED SURVEY CONTROL
 OF2363
 OF2363  NAD 83(1986)-  43 07 43.59833(N)    077 41 09.51928(W) AD(       ) 2
 OF2363  NAD 27      -  43 07 43.37703(N)    077 41 10.50565(W) AD(       ) 2
 OF2363  NGVD 29 (07/19/86)  167.2    (m)          549.     (f) VERT ANG       
 OF2363
 OF2363.Superseded values are not recommended for survey control.
 OF2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2363.See file dsdata.txt to determine how the superseded data were derived.
 OF2363
 OF2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8152378618(NAD 83)
 OF2363_MARKER: DE = TRAVERSE STATION DISK
 OF2363_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2363
 OF2363  HISTORY     - Date     Condition        Report By
 OF2363  HISTORY     - 1975     MONUMENTED       NY-055
 OF2363
 OF2363                          STATION DESCRIPTION
 OF2363
 OF2363'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2363'IN TOWN OF GATES ON S SIDE OF CROSSOVER BETWEEN OLD BEAHAN RD AND NEW
 OF2363'BEAHAN RD, 37.0 FT W OF CL OF OLD BEAHAN RD, 64.1 FT SW OF HYDRANT,
 OF2363'69.7 FT S OF STATION 4120 MCGS 1975, AND 17.5 FT SW OF 6 BY 8 POST
 OF2363'WITH MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2363'STAMPED---4-1-11---IN CONCRETE POST 0.1 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2370 ***********************************************************************
 OF2370  DESIGNATION -  4 1 115 NYSDOT 1971
 OF2370  PID         -  OF2370
 OF2370  STATE/COUNTY-  NY/MONROE
 OF2370  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2370
 OF2370                         *CURRENT SURVEY CONTROL
 OF2370  ___________________________________________________________________
 OF2370* NAD 83(1996)-  43 08 37.58157(N)    077 43 59.16143(W)     ADJUSTED  
 OF2370* NAVD 88     -       175.3    (meters)     575.     (feet)  VERTCON   
 OF2370  ___________________________________________________________________
 OF2370  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OF2370  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2370
 OF2370  HORZ ORDER  -  SECOND
 OF2370
 OF2370.The horizontal coordinates were established by classical geodetic methods
 OF2370.and adjusted by the National Geodetic Survey in January 1999..
 OF2370
 OF2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2370
 OF2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2370
 OF2370.The geoid height was determined by GEOID03.
 OF2370
 OF2370;                    North         East     Units Scale Factor Converg.
 OF2370;SPC NY W     -   349,492.263   419,162.799   MT  0.99999632   +0 34 53.2
 OF2370;SPC NY W     - 1,146,625.87  1,375,203.28   sFT  0.99999632   +0 34 53.2
 OF2370;UTM  18      - 4,780,407.114   277,744.010   MT  1.00020771   -1 52 11.1
 OF2370
 OF2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2370!SPC NY W     -   0.99997806  x   0.99999632  =   0.99997438
 OF2370!UTM  18      -   0.99997806  x   1.00020771  =   1.00018576
 OF2370
 OF2370:                Primary Azimuth Mark                     Grid Az
 OF2370:SPC NY W     -  4102 MCGS 1971                           253 25 51.8
 OF2370:UTM  18      -  4102 MCGS 1971                           255 52 56.1
 OF2370
 OF2370|---------------------------------------------------------------------|
 OF2370| PID    Reference Object                     Distance      Geod. Az  |
 OF2370|                                                           dddmmss.s |
 OF2370| OF2372 4102 MCGS 1971                      APPROX. 1.0 KM 2540045.0 |
 OF2370|---------------------------------------------------------------------|
 OF2370
 OF2370                          SUPERSEDED SURVEY CONTROL
 OF2370
 OF2370  NAD 83(1986)-  43 08 37.58866(N)    077 43 59.15965(W) AD(       ) 2
 OF2370  NAD 27      -  43 08 37.36548(N)    077 44 00.14111(W) AD(       ) 2
 OF2370  NGVD 29 (07/19/86)  175.5    (m)          576.     (f) VERT ANG       
 OF2370
 OF2370.Superseded values are not recommended for survey control.
 OF2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2370.See file dsdata.txt to determine how the superseded data were derived.
 OF2370
 OF2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7774480407(NAD 83)
 OF2370_MARKER: DD = SURVEY DISK
 OF2370_SETTING: 0 = UNSPECIFIED SETTING
 OF2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2370
 OF2370  HISTORY     - Date     Condition        Report By
 OF2370  HISTORY     - 1971     MONUMENTED       NYDT
 OF2370
 OF2370                          STATION DESCRIPTION
 OF2370
 OF2370'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2370'IN THE TOWN OF GATES, ON THE N. SIDE OF BUFFALO RD. (RT 33) AT
 OF2370'THE INTERSECTION WITH ELMGROVE ROAD.
 OF2370'
 OF2370'27.4 FT N. OF CENTERLINE OF BUFFALO ROAD
 OF2370'
 OF2370'16.5 FT W. OF A DRAINAGE BASIN
 OF2370'
 OF2370'1.2 FT S. OF A 6 IN X 8 IN WOOD WITNESS POST
 OF2370'
 OF2370'16.8 FT SW OF A SHELL SERVICE STATION LITE POLE.
 OF2370'
 OF2370'A NYDT   STANDARD BRONZE DISK IN A CONCRETE POST 2.4 FT. BELOW
 OF2370'GRADE AND IN A CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2373 ***********************************************************************
 OF2373  DESIGNATION -  4 1 115A NYSDOT 1971
 OF2373  PID         -  OF2373
 OF2373  STATE/COUNTY-  NY/MONROE
 OF2373  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2373
 OF2373                         *CURRENT SURVEY CONTROL
 OF2373  ___________________________________________________________________
 OF2373* NAD 83(1996)-  43 08 27.63094(N)    077 44 43.91114(W)     ADJUSTED  
 OF2373* NAVD 88     -       174.8    (meters)     573.     (feet)  VERTCON   
 OF2373  ___________________________________________________________________
 OF2373  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 OF2373  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2373
 OF2373  HORZ ORDER  -  SECOND
 OF2373
 OF2373.The horizontal coordinates were established by classical geodetic methods
 OF2373.and adjusted by the National Geodetic Survey in January 1999..
 OF2373
 OF2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2373
 OF2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2373
 OF2373.The geoid height was determined by GEOID03.
 OF2373
 OF2373;                    North         East     Units Scale Factor Converg.
 OF2373;SPC NY W     -   349,175.018   418,154.699   MT  0.99999462   +0 34 22.5
 OF2373;SPC NY W     - 1,145,585.04  1,371,895.87   sFT  0.99999462   +0 34 22.5
 OF2373;UTM  18      - 4,780,133.214   276,723.045   MT  1.00021331   -1 52 41.4
 OF2373
 OF2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2373!SPC NY W     -   0.99997813  x   0.99999462  =   0.99997275
 OF2373!UTM  18      -   0.99997813  x   1.00021331  =   1.00019144
 OF2373
 OF2373                          SUPERSEDED SURVEY CONTROL
 OF2373
 OF2373  NAD 83(1986)-  43 08 27.63799(N)    077 44 43.90939(W) AD(       ) 2
 OF2373  NAD 27      -  43 08 27.41541(N)    077 44 44.88938(W) AD(       ) 2
 OF2373  NGVD 29 (07/19/86)  175.0    (m)          574.     (f) VERT ANG       
 OF2373
 OF2373.Superseded values are not recommended for survey control.
 OF2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2373.See file dsdata.txt to determine how the superseded data were derived.
 OF2373
 OF2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7672380133(NAD 83)
 OF2373_MARKER: DD = SURVEY DISK
 OF2373_SETTING: 0 = UNSPECIFIED SETTING
 OF2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2373
 OF2373  HISTORY     - Date     Condition        Report By
 OF2373  HISTORY     - 1971     MONUMENTED       NYDT
 OF2373
 OF2373                          STATION DESCRIPTION
 OF2373
 OF2373'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2373'IN GATES, ON THE S. SIDE OF BUFFALO ROAD (RT 33)
 OF2373'
 OF2373'0.7 MI. SW OF ELMGROVE ROAD, 0.5 MI. NE OF MANITOU ROAD
 OF2373'
 OF2373'31.0 FT SE OF CENTERLINE BUFFALO ROAD
 OF2373'
 OF2373'75.5 FT S. OF POLE RTC 153, RG AND E 118
 OF2373'
 OF2373'49.7 FT NE OF NW CORNER AND
 OF2373'
 OF2373'31.6 SW OF NE CORNER OF A BARN
 OF2373'
 OF2373'2.0 FT NW OF A MONROE COUNTY WITNESS POST
 OF2373'
 OF2373'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-115A IN THE
 OF2373'TOP OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2406 ***********************************************************************
 OF2406  DESIGNATION -  4 1 116 NYSDOT 1971
 OF2406  PID         -  OF2406
 OF2406  STATE/COUNTY-  NY/MONROE
 OF2406  USGS QUAD   -  SPENCERPORT (1978)
 OF2406
 OF2406                         *CURRENT SURVEY CONTROL
 OF2406  ___________________________________________________________________
 OF2406* NAD 83(1996)-  43 08 19.67109(N)    077 45 11.53678(W)     ADJUSTED  
 OF2406* NAVD 88     -       173.6    (meters)     570.     (feet)  VERTCON   
 OF2406  ___________________________________________________________________
 OF2406  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 OF2406  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2406
 OF2406  HORZ ORDER  -  SECOND
 OF2406
 OF2406.The horizontal coordinates were established by classical geodetic methods
 OF2406.and adjusted by the National Geodetic Survey in January 1999..
 OF2406
 OF2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2406
 OF2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2406
 OF2406.The geoid height was determined by GEOID03.
 OF2406
 OF2406;                    North         East     Units Scale Factor Converg.
 OF2406;SPC NY W     -   348,923.178   417,532.872   MT  0.99999358   +0 34 03.5
 OF2406;SPC NY W     - 1,144,758.79  1,369,855.76   sFT  0.99999358   +0 34 03.5
 OF2406;UTM  18      - 4,779,908.148   276,090.877   MT  1.00021679   -1 53 00.0
 OF2406
 OF2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2406!SPC NY W     -   0.99997832  x   0.99999358  =   0.99997190
 OF2406!UTM  18      -   0.99997832  x   1.00021679  =   1.00019511
 OF2406
 OF2406                          SUPERSEDED SURVEY CONTROL
 OF2406
 OF2406  NAD 83(1986)-  43 08 19.67811(N)    077 45 11.53503(W) AD(       ) 2
 OF2406  NAD 27      -  43 08 19.45580(N)    077 45 12.51431(W) AD(       ) 2
 OF2406  NGVD 29 (07/19/86)  173.8    (m)          570.     (f) VERT ANG       
 OF2406
 OF2406.Superseded values are not recommended for survey control.
 OF2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2406.See file dsdata.txt to determine how the superseded data were derived.
 OF2406
 OF2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7609179908(NAD 83)
 OF2406_MARKER: DD = SURVEY DISK
 OF2406_SETTING: 0 = UNSPECIFIED SETTING
 OF2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2406
 OF2406  HISTORY     - Date     Condition        Report By
 OF2406  HISTORY     - 1971     MONUMENTED       NYDT
 OF2406  HISTORY     - 1990     GOOD             USPSQD
 OF2406
 OF2406                          STATION DESCRIPTION
 OF2406
 OF2406'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2406'IN GATES ON THE S. SIDE OF BUFFALO ROAD (RT 33), 0.05 MI. NE OF
 OF2406'MANITOU ROAD.
 OF2406'
 OF2406'48.5 FT SE OF CENTERLINE BUFFALO ROAD
 OF2406'
 OF2406'86.7 FT SE OF A 48 IN OAK
 OF2406'
 OF2406'25.7 FT E. OF A WOOD GUARD POST
 OF2406'
 OF2406'51.2 FT SW OF A WOOD GUARD POST
 OF2406'
 OF2406'2.5 FT NW OF POLE, RG AND E 129
 OF2406'
 OF2406'1.2 FT NW OF A 6 IN X 8 IN WOOD WITNESS POST.
 OF2406'
 OF2406'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-116 IN THE TOP
 OF2406'OF A CONCRETE POST AT GRADE.
 OF2406
 OF2406                          STATION RECOVERY (1990)
 OF2406
 OF2406'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCP)
 OF2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2400 ***********************************************************************
 OF2400  DESIGNATION -  4 1 117 NYSDOT 1971
 OF2400  PID         -  OF2400
 OF2400  STATE/COUNTY-  NY/MONROE
 OF2400  USGS QUAD   -  SPENCERPORT (1978)
 OF2400
 OF2400                         *CURRENT SURVEY CONTROL
 OF2400  ___________________________________________________________________
 OF2400* NAD 83(1996)-  43 08 16.11970(N)    077 45 40.17616(W)     ADJUSTED  
 OF2400* NAVD 88     -       173.4    (meters)     569.     (feet)  VERTCON   
 OF2400  ___________________________________________________________________
 OF2400  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OF2400  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2400
 OF2400  HORZ ORDER  -  SECOND
 OF2400
 OF2400.The horizontal coordinates were established by classical geodetic methods
 OF2400.and adjusted by the National Geodetic Survey in January 1999..
 OF2400
 OF2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2400
 OF2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2400
 OF2400.The geoid height was determined by GEOID03.
 OF2400
 OF2400;                    North         East     Units Scale Factor Converg.
 OF2400;SPC NY W     -   348,807.208   416,886.755   MT  0.99999252   +0 33 43.9
 OF2400;SPC NY W     - 1,144,378.31  1,367,735.96   sFT  0.99999252   +0 33 43.9
 OF2400;UTM  18      - 4,779,819.894   275,440.245   MT  1.00022038   -1 53 19.5
 OF2400
 OF2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2400!SPC NY W     -   0.99997835  x   0.99999252  =   0.99997087
 OF2400!UTM  18      -   0.99997835  x   1.00022038  =   1.00019873
 OF2400
 OF2400|---------------------------------------------------------------------|
 OF2400| PID    Reference Object                     Distance      Geod. Az  |
 OF2400|                                                           dddmmss.s |
 OF2400| OF2420 3300 MCGS 1971                      331.710 METERS 26206     |
 OF2400|---------------------------------------------------------------------|
 OF2400
 OF2400                          SUPERSEDED SURVEY CONTROL
 OF2400
 OF2400  NAD 83(1986)-  43 08 16.12669(N)    077 45 40.17443(W) AD(       ) 2
 OF2400  NAD 27      -  43 08 15.90471(N)    077 45 41.15262(W) AD(       ) 2
 OF2400  NGVD 29 (07/19/86)  173.6    (m)          570.     (f) VERT ANG       
 OF2400
 OF2400.Superseded values are not recommended for survey control.
 OF2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2400.See file dsdata.txt to determine how the superseded data were derived.
 OF2400
 OF2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7544079820(NAD 83)
 OF2400_MARKER: DD = SURVEY DISK
 OF2400_SETTING: 0 = UNSPECIFIED SETTING
 OF2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2400
 OF2400  HISTORY     - Date     Condition        Report By
 OF2400  HISTORY     - 1971     MONUMENTED       NYDT
 OF2400  HISTORY     - 1990     GOOD             USPSQD
 OF2400
 OF2400                          STATION DESCRIPTION
 OF2400
 OF2400'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2400'IN OGDEN, ON THE N. SIDE OF BUFFALO RD. (RT 33)
 OF2400'
 OF2400'0.35 MI. W. OF MANITOU RD., 0.2 MI. E. OF WHITTIER ROAD
 OF2400'
 OF2400'30.0 FT. N. OF CENTERLINE BUFFALO ROAD
 OF2400'
 OF2400'127.4 FT. E. OF E. RANGE LINE OF THE LONE ELM DINER
 OF2400'
 OF2400'32.7 FT E. OF THE E. END OF A 12 IN DITCH CULVERT PIPE.
 OF2400'
 OF2400'61.8 FT N. OF POLE, RG AND E 187-A, 83
 OF2400'
 OF2400'2.0 FT S. OF A 6 IN X 8 IN WOOD POST AND MONROE COUNTY
 OF2400'WITNESS SIGN.
 OF2400'
 OF2400'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-117 IN THE TOP
 OF2400'OF A CONCRETE POST AT GRADE.
 OF2400
 OF2400                          STATION RECOVERY (1990)
 OF2400
 OF2400'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCP)
 OF2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2418 ***********************************************************************
 OF2418  DESIGNATION -  4 1 118 NYSDOT 1971
 OF2418  PID         -  OF2418
 OF2418  STATE/COUNTY-  NY/MONROE
 OF2418  USGS QUAD   -  SPENCERPORT (1978)
 OF2418
 OF2418                         *CURRENT SURVEY CONTROL
 OF2418  ___________________________________________________________________
 OF2418* NAD 83(1996)-  43 08 12.46904(N)    077 46 16.81065(W)     ADJUSTED  
 OF2418* NAVD 88     -       175.5    (meters)     576.     (feet)  VERTCON   
 OF2418  ___________________________________________________________________
 OF2418  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 OF2418  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2418
 OF2418  HORZ ORDER  -  SECOND
 OF2418
 OF2418.The horizontal coordinates were established by classical geodetic methods
 OF2418.and adjusted by the National Geodetic Survey in January 1999..
 OF2418
 OF2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2418
 OF2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2418
 OF2418.The geoid height was determined by GEOID03.
 OF2418
 OF2418;                    North         East     Units Scale Factor Converg.
 OF2418;SPC NY W     -   348,686.482   416,059.969   MT  0.99999116   +0 33 18.8
 OF2418;SPC NY W     - 1,143,982.23  1,365,023.41   sFT  0.99999116   +0 33 18.8
 OF2418;UTM  18      - 4,779,734.616   274,608.861   MT  1.00022498   -1 53 44.4
 OF2418
 OF2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2418!SPC NY W     -   0.99997802  x   0.99999116  =   0.99996918
 OF2418!UTM  18      -   0.99997802  x   1.00022498  =   1.00020299
 OF2418
 OF2418:                Primary Azimuth Mark                     Grid Az
 OF2418:SPC NY W     -  4 1 119 NYSDOT 1971                      244 10 00.2
 OF2418:UTM  18      -  4 1 119 NYSDOT 1971                      246 37 03.4
 OF2418
 OF2418|---------------------------------------------------------------------|
 OF2418| PID    Reference Object                     Distance      Geod. Az  |
 OF2418|                                                           dddmmss.s |
 OF2418| OF2410 4 1 119 NYSDOT 1971                 426.056 METERS 2444319.0 |
 OF2418|---------------------------------------------------------------------|
 OF2418
 OF2418                          SUPERSEDED SURVEY CONTROL
 OF2418
 OF2418  NAD 83(1986)-  43 08 12.47601(N)    077 46 16.80896(W) AD(       ) 2
 OF2418  NAD 27      -  43 08 12.25435(N)    077 46 17.78571(W) AD(       ) 2
 OF2418  NGVD 29 (07/19/86)  175.7    (m)          576.     (f) VERT ANG       
 OF2418
 OF2418.Superseded values are not recommended for survey control.
 OF2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2418.See file dsdata.txt to determine how the superseded data were derived.
 OF2418
 OF2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7460979735(NAD 83)
 OF2418_MARKER: DD = SURVEY DISK
 OF2418_SETTING: 0 = UNSPECIFIED SETTING
 OF2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2418
 OF2418  HISTORY     - Date     Condition        Report By
 OF2418  HISTORY     - 1971     MONUMENTED       NYDT
 OF2418  HISTORY     - 1990     GOOD             USPSQD
 OF2418
 OF2418                          STATION DESCRIPTION
 OF2418
 OF2418'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2418'IN OGDEN, ON THE N. SIDE OF BUFFALO ROAD (RT 33) 0.25 MI. W. OF
 OF2418'WHITTIER ROAD, 0.3 MI. E. OF STONEY POINT ROAD.
 OF2418'
 OF2418'31.5 FT N. OF CENTERLINE BUFFALO ROAD
 OF2418'
 OF2418'70.9 FT E. OF POLE RG AND E 150, 66A
 OF2418'
 OF2418'48.5 FT W. OF E. RANGELINE OF HOUSE NO. 3940
 OF2418'
 OF2418'88.7 W. OF POLE 67A
 OF2418'
 OF2418'1.8 FT S. OF 6 IN X 8 IN WOOD POST AND MONROE COUNTY WITNESS SIGN.
 OF2418'
 OF2418'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-118 IN THE TOP
 OF2418'OF A CONCRETE POST AT GRADE.
 OF2418
 OF2418                          STATION RECOVERY (1990)
 OF2418
 OF2418'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCP)
 OF2418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2410 ***********************************************************************
 OF2410  DESIGNATION -  4 1 119 NYSDOT 1971
 OF2410  PID         -  OF2410
 OF2410  STATE/COUNTY-  NY/MONROE
 OF2410  USGS QUAD   -  SPENCERPORT (1978)
 OF2410
 OF2410                         *CURRENT SURVEY CONTROL
 OF2410  ___________________________________________________________________
 OF2410* NAD 83(1996)-  43 08 06.57330(N)    077 46 33.85709(W)     ADJUSTED  
 OF2410* NAVD 88     -       175.3    (meters)     575.     (feet)  VERTCON   
 OF2410  ___________________________________________________________________
 OF2410  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OF2410  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2410
 OF2410  HORZ ORDER  -  SECOND
 OF2410
 OF2410.The horizontal coordinates were established by classical geodetic methods
 OF2410.and adjusted by the National Geodetic Survey in January 1999..
 OF2410
 OF2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2410
 OF2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2410
 OF2410.The geoid height was determined by GEOID03.
 OF2410
 OF2410;                    North         East     Units Scale Factor Converg.
 OF2410;SPC NY W     -   348,500.828   415,676.494   MT  0.99999054   +0 33 07.1
 OF2410;SPC NY W     - 1,143,373.13  1,363,765.30   sFT  0.99999054   +0 33 07.1
 OF2410;UTM  18      - 4,779,565.490   274,217.706   MT  1.00022715   -1 53 55.9
 OF2410
 OF2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2410!SPC NY W     -   0.99997805  x   0.99999054  =   0.99996859
 OF2410!UTM  18      -   0.99997805  x   1.00022715  =   1.00020519
 OF2410
 OF2410:                Primary Azimuth Mark                     Grid Az
 OF2410:SPC NY W     -  4 1 118 NYSDOT 1971                      064 10 00.2
 OF2410:UTM  18      -  4 1 118 NYSDOT 1971                      066 37 03.2
 OF2410
 OF2410|---------------------------------------------------------------------|
 OF2410| PID    Reference Object                     Distance      Geod. Az  |
 OF2410|                                                           dddmmss.s |
 OF2410| OF2418 4 1 118 NYSDOT 1971                 426.056 METERS 0644307.3 |
 OF2410| OF2409 4 1 120 NYSDOT 1971                 APPROX. 0.6 KM 2284714.8 |
 OF2410|---------------------------------------------------------------------|
 OF2410
 OF2410                          SUPERSEDED SURVEY CONTROL
 OF2410
 OF2410  NAD 83(1986)-  43 08 06.58024(N)    077 46 33.85543(W) AD(       ) 2
 OF2410  NAD 27      -  43 08 06.35873(N)    077 46 34.83147(W) AD(       ) 2
 OF2410  NGVD 29 (07/19/86)  175.5    (m)          576.     (f) VERT ANG       
 OF2410
 OF2410.Superseded values are not recommended for survey control.
 OF2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2410.See file dsdata.txt to determine how the superseded data were derived.
 OF2410
 OF2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7421879565(NAD 83)
 OF2410_MARKER: DD = SURVEY DISK
 OF2410_SETTING: 0 = UNSPECIFIED SETTING
 OF2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2410
 OF2410  HISTORY     - Date     Condition        Report By
 OF2410  HISTORY     - 1971     MONUMENTED       NYDT
 OF2410
 OF2410                          STATION DESCRIPTION
 OF2410
 OF2410'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2410'IN OGDEN, IN THE NW CORNER OF THE INTERSECTION OF BUFFALO ROAD
 OF2410'(RT. 33) AND STONEY POINT ROAD.
 OF2410'
 OF2410'35.0 FT NW CENTERLINE BUFFALO ROAD
 OF2410'
 OF2410'37.0 FT S. OF CENTERLINE STONEY POINT ROAD
 OF2410'
 OF2410'59.3 SW OF POLE, RG AND E 1, 2, 58A
 OF2410'
 OF2410'2.0 FT SE OF A 6 IN X 8 IN WOOD POST AND MONROE COUNTY WITNESS SIGN
 OF2410'
 OF2410'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-119 IN THE TOP
 OF2410'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2409 ***********************************************************************
 OF2409  DESIGNATION -  4 1 120 NYSDOT 1971
 OF2409  PID         -  OF2409
 OF2409  STATE/COUNTY-  NY/MONROE
 OF2409  USGS QUAD   -  SPENCERPORT (1978)
 OF2409
 OF2409                         *CURRENT SURVEY CONTROL
 OF2409  ___________________________________________________________________
 OF2409* NAD 83(1996)-  43 07 53.37010(N)    077 46 54.43944(W)     ADJUSTED  
 OF2409* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 OF2409  ___________________________________________________________________
 OF2409  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OF2409  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF2409
 OF2409  HORZ ORDER  -  SECOND
 OF2409
 OF2409.The horizontal coordinates were established by classical geodetic methods
 OF2409.and adjusted by the National Geodetic Survey in January 1999..
 OF2409
 OF2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2409
 OF2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2409
 OF2409.The geoid height was determined by GEOID03.
 OF2409
 OF2409;                    North         East     Units Scale Factor Converg.
 OF2409;SPC NY W     -   348,088.938   415,215.245   MT  0.99998980   +0 32 52.9
 OF2409;SPC NY W     - 1,142,021.79  1,362,252.02   sFT  0.99998980   +0 32 52.9
 OF2409;UTM  18      - 4,779,173.606   273,739.152   MT  1.00022981   -1 54 09.5
 OF2409
 OF2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2409!SPC NY W     -   0.99997717  x   0.99998980  =   0.99996697
 OF2409!UTM  18      -   0.99997717  x   1.00022981  =   1.00020697
 OF2409
 OF2409:                Primary Azimuth Mark                     Grid Az
 OF2409:SPC NY W     -  4 1 119 NYSDOT 1971                      048 14 07.8
 OF2409:UTM  18      -  4 1 119 NYSDOT 1971                      050 41 10.2
 OF2409
 OF2409|---------------------------------------------------------------------|
 OF2409| PID    Reference Object                     Distance      Geod. Az  |
 OF2409|                                                           dddmmss.s |
 OF2409| OF2410 4 1 119 NYSDOT 1971                 APPROX. 0.6 KM 0484700.7 |
 OF2409| OF2408 4 1 121 NYSDOT 1971                 392.339 METERS 22000     |
 OF2409|---------------------------------------------------------------------|
 OF2409
 OF2409                          SUPERSEDED SURVEY CONTROL
 OF2409
 OF2409  NAD 83(1986)-  43 07 53.37701(N)    077 46 54.43780(W) AD(       ) 2
 OF2409  NAD 27      -  43 07 53.15562(N)    077 46 55.41310(W) AD(       ) 2
 OF2409  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG       
 OF2409
 OF2409.Superseded values are not recommended for survey control.
 OF2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2409.See file dsdata.txt to determine how the superseded data were derived.
 OF2409
 OF2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7373979174(NAD 83)
 OF2409_MARKER: DD = SURVEY DISK
 OF2409_SETTING: 0 = UNSPECIFIED SETTING
 OF2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2409
 OF2409  HISTORY     - Date     Condition        Report By
 OF2409  HISTORY     - 1971     MONUMENTED       NYDT
 OF2409
 OF2409                          STATION DESCRIPTION
 OF2409
 OF2409'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2409'IN OGDEN, ON THE N. SIDE OF BUFFALO ROAD, 0.4 MI. S.W. OF STONEY
 OF2409'POINT ROAD, 0.5 MI. N.E. OF WEST SIDE DRIVE.
 OF2409'
 OF2409'31.0 FT NW OF CENTERLINE BUFFALO ROAD
 OF2409'
 OF2409'78.5 FT NE OF POLE, RG AND E 165A
 OF2409'
 OF2409'43.5 FT SE OF SW CORNER, AND
 OF2409'
 OF2409'61.1 S OF SE CORNER OF HOUSE NO. 4060
 OF2409'
 OF2409'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-120 IN THE TOP
 OF2409'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2408 ***********************************************************************
 OF2408  DESIGNATION -  4 1 121 NYSDOT 1971
 OF2408  PID         -  OF2408
 OF2408  STATE/COUNTY-  NY/MONROE
 OF2408  USGS QUAD   -  SPENCERPORT (1978)
 OF2408
 OF2408                         *CURRENT SURVEY CONTROL
 OF2408  ___________________________________________________________________
 OF2408* NAD 83(1996)-  43 07 43.63144(N)    077 47 05.59796(W)     ADJUSTED  
 OF2408* NAVD 88     -       182.3    (meters)     598.     (feet)  VERTCON   
 OF2408  ___________________________________________________________________
 OF2408  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OF2408  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2408
 OF2408  HORZ ORDER  -  SECOND
 OF2408
 OF2408.The horizontal coordinates were established by classical geodetic methods
 OF2408.and adjusted by the National Geodetic Survey in January 1999..
 OF2408
 OF2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2408
 OF2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2408
 OF2408.The geoid height was determined by GEOID03.
 OF2408
 OF2408;                    North         East     Units Scale Factor Converg.
 OF2408;SPC NY W     -   347,786.014   414,965.918   MT  0.99998940   +0 32 45.1
 OF2408;SPC NY W     - 1,141,027.95  1,361,434.02   sFT  0.99998940   +0 32 45.1
 OF2408;UTM  18      - 4,778,881.550   273,477.038   MT  1.00023128   -1 54 16.8
 OF2408
 OF2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2408!SPC NY W     -   0.99997695  x   0.99998940  =   0.99996635
 OF2408!UTM  18      -   0.99997695  x   1.00023128  =   1.00020822
 OF2408
 OF2408|---------------------------------------------------------------------|
 OF2408| PID    Reference Object                     Distance      Geod. Az  |
 OF2408|                                                           dddmmss.s |
 OF2408| OF2409 4 1 120 NYSDOT 1971                 392.339 METERS 04000     |
 OF2408| OF2398 388 2 MCGS 1969                     269.054 METERS 22901     |
 OF2408|---------------------------------------------------------------------|
 OF2408
 OF2408                          SUPERSEDED SURVEY CONTROL
 OF2408
 OF2408  NAD 83(1986)-  43 07 43.63833(N)    077 47 05.59633(W) AD(       ) 2
 OF2408  NAD 27      -  43 07 43.41704(N)    077 47 06.57119(W) AD(       ) 2
 OF2408  NGVD 29 (07/19/86)  182.5    (m)          599.     (f) VERT ANG       
 OF2408
 OF2408.Superseded values are not recommended for survey control.
 OF2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2408.See file dsdata.txt to determine how the superseded data were derived.
 OF2408
 OF2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7347778882(NAD 83)
 OF2408_MARKER: DD = SURVEY DISK
 OF2408_SETTING: 0 = UNSPECIFIED SETTING
 OF2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2408
 OF2408  HISTORY     - Date     Condition        Report By
 OF2408  HISTORY     - 1971     MONUMENTED       NYDT
 OF2408
 OF2408                          STATION DESCRIPTION
 OF2408
 OF2408'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2408'IN OGDEN ON THE S. SIDE OF BUFFALO ROAD (RT 33)
 OF2408'
 OF2408'0.65 MI. SW OF STONEY POINT ROAD, 0.25 MI. NE OF WEST SIDE DRIVE.
 OF2408'
 OF2408'28.9 FT SE OF CENTERLINE BUFFALO ROAD
 OF2408'
 OF2408'64.6 FT W. OF NE CORNER, AND
 OF2408'
 OF2408'45.6 W OF NW CORNER OF HOUSE NO. 4115
 OF2408'
 OF2408'1.0 FT NW OF A MONROE COUNTY WITNESS POST
 OF2408'
 OF2408'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-121 IN THE TOP
 OF2408'OF A CONCRETE POST AT GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2146 ***********************************************************************
 OF2146  DESIGNATION -  4 1 13
 OF2146  PID         -  OF2146
 OF2146  STATE/COUNTY-  NY/MONROE
 OF2146  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2146
 OF2146                         *CURRENT SURVEY CONTROL
 OF2146  ___________________________________________________________________
 OF2146* NAD 83(1996)-  43 06 38.54340(N)    077 40 22.75106(W)     ADJUSTED  
 OF2146* NAVD 88     -       162.4    (meters)     533.     (feet)  VERTCON   
 OF2146  ___________________________________________________________________
 OF2146  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 OF2146  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2146
 OF2146  HORZ ORDER  -  SECOND
 OF2146
 OF2146.The horizontal coordinates were established by classical geodetic methods
 OF2146.and adjusted by the National Geodetic Survey in January 1999..
 OF2146
 OF2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2146
 OF2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2146
 OF2146.The geoid height was determined by GEOID03.
 OF2146
 OF2146;                    North         East     Units Scale Factor Converg.
 OF2146;SPC NY W     -   345,870.350   424,092.742   MT  1.00000501   +0 37 19.8
 OF2146;SPC NY W     - 1,134,742.97  1,391,377.60   sFT  1.00000501   +0 37 19.8
 OF2146;UTM  18      - 4,776,576.992   282,515.518   MT  1.00018190   -1 49 38.9
 OF2146
 OF2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2146!SPC NY W     -   0.99998008  x   1.00000501  =   0.99998509
 OF2146!UTM  18      -   0.99998008  x   1.00018190  =   1.00016197
 OF2146
 OF2146:                Primary Azimuth Mark                     Grid Az
 OF2146:SPC NY W     -  4501                                     047 30 25.0
 OF2146:UTM  18      -  4501                                     049 57 23.7
 OF2146
 OF2146|---------------------------------------------------------------------|
 OF2146| PID    Reference Object                     Distance      Geod. Az  |
 OF2146|                                                           dddmmss.s |
 OF2146| OF2147 4501                                441.789 METERS 0480744.8 |
 OF2146| OF2144 4539                                462.697 METERS 2144849.9 |
 OF2146|---------------------------------------------------------------------|
 OF2146
 OF2146                          SUPERSEDED SURVEY CONTROL
 OF2146
 OF2146  NAD 83(1986)-  43 06 38.55041(N)    077 40 22.74991(W) AD(       ) 2
 OF2146  NAD 27      -  43 06 38.32810(N)    077 40 23.73984(W) AD(       ) 2
 OF2146  NGVD 29 (07/19/86)  162.6    (m)          533.     (f) VERT ANG       
 OF2146
 OF2146.Superseded values are not recommended for survey control.
 OF2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2146.See file dsdata.txt to determine how the superseded data were derived.
 OF2146
 OF2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8251676577(NAD 83)
 OF2146_MARKER: DE = TRAVERSE STATION DISK
 OF2146_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2146
 OF2146  HISTORY     - Date     Condition        Report By
 OF2146  HISTORY     - 1975     MONUMENTED       NY-055
 OF2146  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2146
 OF2146                          STATION DESCRIPTION
 OF2146
 OF2146'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2146'IN TOWN OF CHILI ON W SIDE OF SCOTTSVILLE AT INTERSECTION WITH BEAHAN
 OF2146'RD, 55.9 FT W OF CL OF SCOTTSVILLE RD, 48.2 FT S OF CL OF BEAHAN RD,
 OF2146'18.01 FT W OF UTILITY POLE RTC 6/74, AND 23.6 FT SW OF HEADWALL.
 OF2146'STATION IS A STANDARD DISK STAMPED---4-1-13---IN CONCRETE POST.
 OF2146
 OF2146                          STATION RECOVERY (2001)
 OF2146
 OF2146'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2528 ***********************************************************************
 OF2528  DESIGNATION -  4 1 131 NYSDOT 1971
 OF2528  PID         -  OF2528
 OF2528  STATE/COUNTY-  NY/MONROE
 OF2528  USGS QUAD   -  BROCKPORT (1978)
 OF2528
 OF2528                         *CURRENT SURVEY CONTROL
 OF2528  ___________________________________________________________________
 OF2528* NAD 83(1996)-  43 11 54.39343(N)    077 56 52.43514(W)     ADJUSTED  
 OF2528* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 OF2528  ___________________________________________________________________
 OF2528  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 OF2528  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2528
 OF2528  HORZ ORDER  -  SECOND
 OF2528
 OF2528.The horizontal coordinates were established by classical geodetic methods
 OF2528.and adjusted by the National Geodetic Survey in January 1999..
 OF2528
 OF2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2528
 OF2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2528
 OF2528.The geoid height was determined by GEOID03.
 OF2528
 OF2528;                    North         East     Units Scale Factor Converg.
 OF2528;SPC NY W     -   355,410.605   401,643.743   MT  0.99997030   +0 26 05.9
 OF2528;SPC NY W     - 1,166,042.96  1,317,726.18   sFT  0.99997030   +0 26 05.9
 OF2528;UTM  18      - 4,787,071.523   260,489.538   MT  1.00030573   -2 01 07.9
 OF2528;UTM  17      - 4,787,375.265   747,977.212   MT  1.00035652   +2 05 25.1
 OF2528
 OF2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2528!SPC NY W     -   0.99997672  x   0.99997030  =   0.99994702
 OF2528!UTM  18      -   0.99997672  x   1.00030573  =   1.00028245
 OF2528!UTM  17      -   0.99997672  x   1.00035652  =   1.00033323
 OF2528
 OF2528                          SUPERSEDED SURVEY CONTROL
 OF2528
 OF2528  NAD 83(1986)-  43 11 54.40007(N)    077 56 52.43389(W) AD(       ) 2
 OF2528  NAD 27      -  43 11 54.18289(N)    077 56 53.38498(W) AD(       ) 2
 OF2528  NGVD 29 (07/19/86)  184.0    (m)          604.     (f) VERT ANG       
 OF2528
 OF2528.Superseded values are not recommended for survey control.
 OF2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2528.See file dsdata.txt to determine how the superseded data were derived.
 OF2528
 OF2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6049087072(NAD 83)
 OF2528_MARKER: DD = SURVEY DISK
 OF2528_SETTING: 0 = UNSPECIFIED SETTING
 OF2528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2528
 OF2528  HISTORY     - Date     Condition        Report By
 OF2528  HISTORY     - 1971     MONUMENTED       NYDT
 OF2528
 OF2528                          STATION DESCRIPTION
 OF2528
 OF2528'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2528'IN SWEDEN, ON THE N. SIDE OF 4TH SECTION ROAD (RT 31D) 0.2 MI.
 OF2528'W. OF LAKE ROAD (RT 19)
 OF2528'
 OF2528'31.7 FT N. OF THE CENTERLINE OF 4TH SECTION RD.
 OF2528'
 OF2528'3.0 FT S.W. OF POLE, NM 6613
 OF2528'
 OF2528'10.2 FT S.E. OF A HYDRANT
 OF2528'
 OF2528'1.4 FT W. OF A 5 IN X 8 IN WOOD WITNESS POST
 OF2528'
 OF2528'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED
 OF2528'4-1-131 IN THE TOP OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2517 ***********************************************************************
 OF2517  DESIGNATION -  4 1 133 NYSDOT 1971
 OF2517  PID         -  OF2517
 OF2517  STATE/COUNTY-  NY/MONROE
 OF2517  USGS QUAD   -  BROCKPORT (1978)
 OF2517
 OF2517                         *CURRENT SURVEY CONTROL
 OF2517  ___________________________________________________________________
 OF2517* NAD 83(1996)-  43 11 29.83337(N)    077 56 38.31838(W)     ADJUSTED  
 OF2517* NAVD 88     -       209.3    (meters)     687.     (feet)  VERTCON   
 OF2517  ___________________________________________________________________
 OF2517  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 OF2517  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2517
 OF2517  HORZ ORDER  -  SECOND
 OF2517
 OF2517.The horizontal coordinates were established by classical geodetic methods
 OF2517.and adjusted by the National Geodetic Survey in January 1999..
 OF2517
 OF2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2517
 OF2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2517
 OF2517.The geoid height was determined by GEOID03.
 OF2517
 OF2517;                    North         East     Units Scale Factor Converg.
 OF2517;SPC NY W     -   354,655.149   401,968.230   MT  0.99997071   +0 26 15.4
 OF2517;SPC NY W     - 1,163,564.43  1,318,790.77   sFT  0.99997071   +0 26 15.4
 OF2517;UTM  18      - 4,786,302.610   260,781.483   MT  1.00030402   -2 00 57.3
 OF2517;UTM  17      - 4,786,629.209   748,323.520   MT  1.00035863   +2 05 33.8
 OF2517
 OF2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2517!SPC NY W     -   0.99997272  x   0.99997071  =   0.99994343
 OF2517!UTM  18      -   0.99997272  x   1.00030402  =   1.00027673
 OF2517!UTM  17      -   0.99997272  x   1.00035863  =   1.00033134
 OF2517
 OF2517                          SUPERSEDED SURVEY CONTROL
 OF2517
 OF2517  NAD 83(1986)-  43 11 29.84010(N)    077 56 38.31709(W) AD(       ) 2
 OF2517  NAD 27      -  43 11 29.62283(N)    077 56 39.26926(W) AD(       ) 2
 OF2517  NGVD 29 (07/19/86)  209.5    (m)          687.     (f) VERT ANG       
 OF2517
 OF2517.Superseded values are not recommended for survey control.
 OF2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2517.See file dsdata.txt to determine how the superseded data were derived.
 OF2517
 OF2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6078186303(NAD 83)
 OF2517_MARKER: DD = SURVEY DISK
 OF2517_SETTING: 0 = UNSPECIFIED SETTING
 OF2517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2517
 OF2517  HISTORY     - Date     Condition        Report By
 OF2517  HISTORY     - 1971     MONUMENTED       NYDT
 OF2517
 OF2517                          STATION DESCRIPTION
 OF2517
 OF2517'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2517'IN SWEDEN, ON THE E. SIDE OF LAKE ROAD (RT 19) 0.5 MI. S. OF 4TH
 OF2517'SECTION RD. (RT 31D), 0.3 MI. N. OF SHUMWAY RD.
 OF2517'
 OF2517'34.0 FT E. OF CENTERLINE LAKE RD.
 OF2517'
 OF2517'71.6 FT S. OF POLE, RTC 72,73
 OF2517'
 OF2517'3 FT N. OF A HEDGE ROW
 OF2517'
 OF2517'69.6 FT N.W. OF THE N.W. CORNER AND
 OF2517'
 OF2517'93.6 FT N.W. OF THE SW CORNER OF HOUSE NO. 4988
 OF2517'
 OF2517'1.0 FT W. OF A MONROE COUNTY WITNESS POST
 OF2517'
 OF2517'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-133 IN THE TOP
 OF2517'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2530 ***********************************************************************
 OF2530  DESIGNATION -  4 1 134 MYSDOT 1971
 OF2530  PID         -  OF2530
 OF2530  STATE/COUNTY-  NY/MONROE
 OF2530  USGS QUAD   -  BROCKPORT (1978)
 OF2530
 OF2530                         *CURRENT SURVEY CONTROL
 OF2530  ___________________________________________________________________
 OF2530* NAD 83(1996)-  43 10 34.76572(N)    077 56 41.87525(W)     ADJUSTED  
 OF2530* NAVD 88     -       201.3    (meters)     660.     (feet)  VERTCON   
 OF2530  ___________________________________________________________________
 OF2530  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 OF2530  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2530
 OF2530  HORZ ORDER  -  SECOND
 OF2530
 OF2530.The horizontal coordinates were established by classical geodetic methods
 OF2530.and adjusted by the National Geodetic Survey in January 1999..
 OF2530
 OF2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2530
 OF2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2530
 OF2530.The geoid height was determined by GEOID03.
 OF2530
 OF2530;                    North         East     Units Scale Factor Converg.
 OF2530;SPC NY W     -   352,955.243   401,900.879   MT  0.99997062   +0 26 12.5
 OF2530;SPC NY W     - 1,157,987.33  1,318,569.80   sFT  0.99997062   +0 26 12.5
 OF2530;UTM  18      - 4,784,606.579   260,641.385   MT  1.00030484   -2 00 57.7
 OF2530;UTM  17      - 4,784,927.407   748,305.281   MT  1.00035853   +2 05 29.3
 OF2530
 OF2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2530!SPC NY W     -   0.99997397  x   0.99997062  =   0.99994459
 OF2530!UTM  18      -   0.99997397  x   1.00030484  =   1.00027880
 OF2530!UTM  17      -   0.99997397  x   1.00035853  =   1.00033249
 OF2530
 OF2530                          SUPERSEDED SURVEY CONTROL
 OF2530
 OF2530  NAD 83(1986)-  43 10 34.77245(N)    077 56 41.87392(W) AD(       ) 2
 OF2530  NAD 27      -  43 10 34.55490(N)    077 56 42.82698(W) AD(       ) 2
 OF2530  NGVD 29 (07/19/86)  201.5    (m)          661.     (f) VERT ANG       
 OF2530
 OF2530.Superseded values are not recommended for survey control.
 OF2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2530.See file dsdata.txt to determine how the superseded data were derived.
 OF2530
 OF2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6064184607(NAD 83)
 OF2530_MARKER: DD = SURVEY DISK
 OF2530_SETTING: 0 = UNSPECIFIED SETTING
 OF2530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2530
 OF2530  HISTORY     - Date     Condition        Report By
 OF2530  HISTORY     - 1971     MONUMENTED       NYDT
 OF2530
 OF2530                          STATION DESCRIPTION
 OF2530
 OF2530'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2530'IN SWEDEN, AT THE S.W. CORNER OF THE INTERSECTION OF LAKE RD.
 OF2530'(RT 19), AND WHITE ROAD.
 OF2530'
 OF2530'52.2 FT W. OF THE CENTERLINE OF LAKE ROAD
 OF2530'
 OF2530'128 FT S. OF THE CENTERLINE OF WHITE ROAD
 OF2530'
 OF2530'43.9 FT S.E. OF A R.O.W. POST
 OF2530'
 OF2530'17.4 FT N.N.W. OF POLE, NM 79-2A
 OF2530'
 OF2530'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-134 IN THE TOP
 OF2530'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2496 ***********************************************************************
 OF2496  DESIGNATION -  4 1 137 NYSDPW 1969
 OF2496  PID         -  OF2496
 OF2496  STATE/COUNTY-  NY/MONROE
 OF2496  USGS QUAD   -  BROCKPORT (1978)
 OF2496
 OF2496                         *CURRENT SURVEY CONTROL
 OF2496  ___________________________________________________________________
 OF2496* NAD 83(1996)-  43 09 29.79376(N)    077 56 27.74978(W)     ADJUSTED  
 OF2496* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 OF2496  ___________________________________________________________________
 OF2496  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 OF2496  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF2496
 OF2496  HORZ ORDER  -  SECOND
 OF2496
 OF2496.The horizontal coordinates were established by classical geodetic methods
 OF2496.and adjusted by the National Geodetic Survey in January 1999..
 OF2496
 OF2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2496
 OF2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2496
 OF2496.The geoid height was determined by GEOID03.
 OF2496
 OF2496;                    North         East     Units Scale Factor Converg.
 OF2496;SPC NY W     -   350,952.765   402,235.266   MT  0.99997105   +0 26 21.7
 OF2496;SPC NY W     - 1,151,417.53  1,319,666.87   sFT  0.99997105   +0 26 21.7
 OF2496;UTM  18      - 4,782,590.955   260,889.863   MT  1.00030338   -2 00 45.6
 OF2496;UTM  17      - 4,782,934.642   748,697.494   MT  1.00036093   +2 05 36.4
 OF2496
 OF2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2496!SPC NY W     -   0.99997419  x   0.99997105  =   0.99994525
 OF2496!UTM  18      -   0.99997419  x   1.00030338  =   1.00027757
 OF2496!UTM  17      -   0.99997419  x   1.00036093  =   1.00033512
 OF2496
 OF2496:                Primary Azimuth Mark                     Grid Az
 OF2496:SPC NY W     -  755 2 MCGS 1969                          176 26 58.9
 OF2496:UTM  18      -  755 2 MCGS 1969                          178 54 06.2
 OF2496:UTM  17      -  755 2 MCGS 1969                          174 47 44.2
 OF2496
 OF2496|---------------------------------------------------------------------|
 OF2496| PID    Reference Object                     Distance      Geod. Az  |
 OF2496|                                                           dddmmss.s |
 OF2496| OF2494 755 2 MCGS 1969                     APPROX. 1.0 KM 1765320.6 |
 OF2496|---------------------------------------------------------------------|
 OF2496
 OF2496                          SUPERSEDED SURVEY CONTROL
 OF2496
 OF2496  NAD 83(1986)-  43 09 29.80035(N)    077 56 27.74837(W) AD(       ) 2
 OF2496  NAD 27      -  43 09 29.58256(N)    077 56 28.70281(W) AD(       ) 2
 OF2496  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 OF2496
 OF2496.Superseded values are not recommended for survey control.
 OF2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2496.See file dsdata.txt to determine how the superseded data were derived.
 OF2496
 OF2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6089082591(NAD 83)
 OF2496_MARKER: DD = SURVEY DISK
 OF2496_SETTING: 0 = UNSPECIFIED SETTING
 OF2496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2496
 OF2496  HISTORY     - Date     Condition        Report By
 OF2496  HISTORY     - 1969     MONUMENTED       NYDPW
 OF2496
 OF2496                          STATION DESCRIPTION
 OF2496
 OF2496'DESCRIBED BY NY DEPT OF PUB WORKS 1969 (GWM)
 OF2496'IN SWEDEN, ALONG LAKE ROAD (RT N.Y. 19)
 OF2496'
 OF2496'0.45 MILE NORTH OF LADUE ROAD
 OF2496'
 OF2496'0.95 MILE NORTHWEST OF STATION ERGOTT 1969
 OF2496'
 OF2496'0.25 MILE SOUTH OF BEADLE ROAD
 OF2496'
 OF2496'52.6 FEET EAST OF CENTER LINE OF A 22 FOOT PAVEMENT OF LAKE ROAD
 OF2496'
 OF2496'77.5 FEET NORTH OF NORTH RANGE LINE AND
 OF2496'
 OF2496'142.0 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE NO. 5569
 OF2496'
 OF2496'116.1 FEET NORTHEAST OF A 30-INCH MAPLE IN FRONT OF HOUSE 5569
 OF2496'
 OF2496'103.0 FEET EAST OF POLE NM 5944
 OF2496'
 OF2496'110.8 FEET NORTH OF HIGHWAY STATION MARKER 175
 OF2496'
 OF2496'77.5 FEET NORTH OF POLE RTC 173, 174
 OF2496'
 OF2496'STATION IS A NEW YORK STATE DEPARTMENT OF PUBLIC WORKS MONUMENT
 OF2496'STAMPED 4-1-137 AND 0.1 FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2141 ***********************************************************************
 OF2141  DESIGNATION -  4 1 141
 OF2141  PID         -  OF2141
 OF2141  STATE/COUNTY-  NY/MONROE
 OF2141  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2141
 OF2141                         *CURRENT SURVEY CONTROL
 OF2141  ___________________________________________________________________
 OF2141* NAD 83(1996)-  43 07 25.06066(N)    077 38 55.66577(W)     ADJUSTED  
 OF2141* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 OF2141  ___________________________________________________________________
 OF2141  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 OF2141  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2141
 OF2141  HORZ ORDER  -  SECOND
 OF2141
 OF2141.The horizontal coordinates were established by classical geodetic methods
 OF2141.and adjusted by the National Geodetic Survey in January 1999..
 OF2141
 OF2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2141
 OF2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2141
 OF2141.The geoid height was determined by GEOID03.
 OF2141
 OF2141;                    North         East     Units Scale Factor Converg.
 OF2141;SPC NY W     -   347,327.447   426,045.593   MT  1.00000861   +0 38 19.9
 OF2141;SPC NY W     - 1,139,523.47  1,397,784.58   sFT  1.00000861   +0 38 19.9
 OF2141;UTM  18      - 4,777,949.514   284,529.210   MT  1.00017117   -1 48 40.8
 OF2141
 OF2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2141!SPC NY W     -   0.99997921  x   1.00000861  =   0.99998782
 OF2141!UTM  18      -   0.99997921  x   1.00017117  =   1.00015037
 OF2141
 OF2141|---------------------------------------------------------------------|
 OF2141| PID    Reference Object                     Distance      Geod. Az  |
 OF2141|                                                           dddmmss.s |
 OF2141| OF2139 EA 92                               149.180 METERS 09915     |
 OF2141| OF2137 4503                                296.965 METERS 20628     |
 OF2141| OF2340 4 1 142                             APPROX. 0.5 KM 2971208.1 |
 OF2141| OF2138 EA 92 A                             142.132 METERS 33123     |
 OF2141|---------------------------------------------------------------------|
 OF2141
 OF2141                          SUPERSEDED SURVEY CONTROL
 OF2141
 OF2141  NAD 83(1986)-  43 07 25.06759(N)    077 38 55.66472(W) AD(       ) 2
 OF2141  NAD 27      -  43 07 24.84471(N)    077 38 56.65646(W) AD(       ) 2
 OF2141  NGVD 29 (07/19/86)  168.2    (m)          552.     (f) VERT ANG       
 OF2141
 OF2141.Superseded values are not recommended for survey control.
 OF2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2141.See file dsdata.txt to determine how the superseded data were derived.
 OF2141
 OF2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8452977950(NAD 83)
 OF2141_MARKER: DE = TRAVERSE STATION DISK
 OF2141_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2141
 OF2141  HISTORY     - Date     Condition        Report By
 OF2141  HISTORY     - 1975     MONUMENTED       NY-055
 OF2141
 OF2141                          STATION DESCRIPTION
 OF2141
 OF2141'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2141'IN TOWN OF CHILI ALONG ROW OF AIRPORT GUIDE TOWERS S OF SCOTTSVILLE RD
 OF2141'ENTRANCE TO X-WAY NORTH, 590 FT + OR - W OF SCOTTSVILLE RD, 60.7 FT SW
 OF2141'OF SW LEG OF THIRD TOWER S OF SCOTTSVILLE RD ENTRANCE TO X-WAY NORTH,
 OF2141'35.0 FT SE OF SE LEG OF FOURTH TOWER S OF SCOTTSVILLE RD ENTRANCE TO
 OF2141'X-WAY NORTH, AND 1.0 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2141'STANDARD DISK STAMPED---4-1-141---IN CONCRETE POST 0.7 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2340 ***********************************************************************
 OF2340  DESIGNATION -  4 1 142
 OF2340  PID         -  OF2340
 OF2340  STATE/COUNTY-  NY/MONROE
 OF2340  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2340
 OF2340                         *CURRENT SURVEY CONTROL
 OF2340  ___________________________________________________________________
 OF2340* NAD 83(1996)-  43 07 32.63527(N)    077 39 15.78676(W)     ADJUSTED  
 OF2340* NAVD 88     -       169.6    (meters)     556.     (feet)  VERTCON   
 OF2340  ___________________________________________________________________
 OF2340  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 OF2340  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2340
 OF2340  HORZ ORDER  -  SECOND
 OF2340
 OF2340.The horizontal coordinates were established by classical geodetic methods
 OF2340.and adjusted by the National Geodetic Survey in January 1999..
 OF2340
 OF2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2340
 OF2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2340
 OF2340.The geoid height was determined by GEOID03.
 OF2340
 OF2340;                    North         East     Units Scale Factor Converg.
 OF2340;SPC NY W     -   347,556.129   425,588.195   MT  1.00000776   +0 38 06.2
 OF2340;SPC NY W     - 1,140,273.73  1,396,283.94   sFT  1.00000776   +0 38 06.2
 OF2340;UTM  18      - 4,778,197.582   284,081.934   MT  1.00017355   -1 48 54.9
 OF2340
 OF2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2340!SPC NY W     -   0.99997896  x   1.00000776  =   0.99998672
 OF2340!UTM  18      -   0.99997896  x   1.00017355  =   1.00015250
 OF2340
 OF2340:                Primary Azimuth Mark                     Grid Az
 OF2340:SPC NY W     -  WEST BRIGHTON TANK                       164 52 43.8
 OF2340:UTM  18      -  WEST BRIGHTON TANK                       167 19 44.9
 OF2340
 OF2340|---------------------------------------------------------------------|
 OF2340| PID    Reference Object                     Distance      Geod. Az  |
 OF2340|                                                           dddmmss.s |
 OF2340| OF2121 WEST BRIGHTON TANK                  APPROX. 3.1 KM 1653050.0 |
 OF2340| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 7.6 KM 2291440.2 |
 OF2340|---------------------------------------------------------------------|
 OF2340
 OF2340                          SUPERSEDED SURVEY CONTROL
 OF2340
 OF2340  NAD 83(1986)-  43 07 32.64225(N)    077 39 15.78565(W) AD(       ) 2
 OF2340  NAD 27      -  43 07 32.41961(N)    077 39 16.77648(W) AD(       ) 2
 OF2340  NGVD 29 (07/19/86)  169.8    (m)          557.     (f) VERT ANG       
 OF2340
 OF2340.Superseded values are not recommended for survey control.
 OF2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2340.See file dsdata.txt to determine how the superseded data were derived.
 OF2340
 OF2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8408278198(NAD 83)
 OF2340_MARKER: DE = TRAVERSE STATION DISK
 OF2340_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2340
 OF2340  HISTORY     - Date     Condition        Report By
 OF2340  HISTORY     - 1975     MONUMENTED       NY-055
 OF2340
 OF2340                          STATION DESCRIPTION
 OF2340
 OF2340'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2340'IN THE TOWN OF CHILI ON N SIDE OF ROUTE 47 NORTH NORTHBOUND LANE, 0.55
 OF2340'MI E OF BROOKS AVE BRIDGE, 0.45 MI NW OF SCOTTSVILLE RD, 100 FT N OF
 OF2340'EDGE OF PAVEMENT, 93.0 FT N OF LIGHT POLE 58, 84.1 FT W OF R.O.W.
 OF2340'MARKER, AND 0.2 FT S OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2340'STANDARD DISK STAMPED---4-1-142---IN CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2341 ***********************************************************************
 OF2341  DESIGNATION -  4 1 143
 OF2341  PID         -  OF2341
 OF2341  STATE/COUNTY-  NY/MONROE
 OF2341  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2341
 OF2341                         *CURRENT SURVEY CONTROL
 OF2341  ___________________________________________________________________
 OF2341* NAD 83(1996)-  43 07 36.26526(N)    077 39 28.95284(W)     ADJUSTED  
 OF2341* NAVD 88     -       166.8    (meters)     547.     (feet)  VERTCON   
 OF2341  ___________________________________________________________________
 OF2341  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 OF2341  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2341
 OF2341  HORZ ORDER  -  SECOND
 OF2341
 OF2341.The horizontal coordinates were established by classical geodetic methods
 OF2341.and adjusted by the National Geodetic Survey in January 1999..
 OF2341
 OF2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2341
 OF2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2341
 OF2341.The geoid height was determined by GEOID03.
 OF2341
 OF2341;                    North         East     Units Scale Factor Converg.
 OF2341;SPC NY W     -   347,664.852   425,289.368   MT  1.00000721   +0 37 57.3
 OF2341;SPC NY W     - 1,140,630.44  1,395,303.53   sFT  1.00000721   +0 37 57.3
 OF2341;UTM  18      - 4,778,319.002   283,787.979   MT  1.00017511   -1 49 04.0
 OF2341
 OF2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2341!SPC NY W     -   0.99997940  x   1.00000721  =   0.99998661
 OF2341!UTM  18      -   0.99997940  x   1.00017511  =   1.00015450
 OF2341
 OF2341:                Primary Azimuth Mark                     Grid Az
 OF2341:SPC NY W     -  WEST BRIGHTON TANK                       160 18 51.0
 OF2341:UTM  18      -  WEST BRIGHTON TANK                       162 45 52.3
 OF2341
 OF2341|---------------------------------------------------------------------|
 OF2341| PID    Reference Object                     Distance      Geod. Az  |
 OF2341|                                                           dddmmss.s |
 OF2341| OF2121 WEST BRIGHTON TANK                  APPROX. 3.3 KM 1605648.3 |
 OF2341| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 7.4 KM 2270537.2 |
 OF2341|---------------------------------------------------------------------|
 OF2341
 OF2341                          SUPERSEDED SURVEY CONTROL
 OF2341
 OF2341  NAD 83(1986)-  43 07 36.27225(N)    077 39 28.95184(W) AD(       ) 2
 OF2341  NAD 27      -  43 07 36.04978(N)    077 39 29.94226(W) AD(       ) 2
 OF2341  NGVD 29 (07/19/86)  167.0    (m)          548.     (f) VERT ANG       
 OF2341
 OF2341.Superseded values are not recommended for survey control.
 OF2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2341.See file dsdata.txt to determine how the superseded data were derived.
 OF2341
 OF2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8378878319(NAD 83)
 OF2341_MARKER: DE = TRAVERSE STATION DISK
 OF2341_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2341
 OF2341  HISTORY     - Date     Condition        Report By
 OF2341  HISTORY     - 1975     MONUMENTED       NY-055
 OF2341
 OF2341                          STATION DESCRIPTION
 OF2341
 OF2341'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2341'IN THE TOWN OF CHILI ON THE W SIDE OF ROUTE 47 SOUTH SOUTHBOUND LANE,
 OF2341'0.7 MI N OF SCOTTSVILLE RD, 0.35 MI S OF BROOKS AVE, 45.0 FT W OF EDGE
 OF2341'OF PAVEMENT, 172 FT SSW OF UTILITY POLE NO 65, 125.5 FT NW OF UTILITY
 OF2341'POLE NO 61, AND 1.0 FT E OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2341'STANDARD DISK STAMPED---4-1-143---IN CONCRETE POST AT
 OF2341'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2347 ***********************************************************************
 OF2347  DESIGNATION -  4 1 144
 OF2347  PID         -  OF2347
 OF2347  STATE/COUNTY-  NY/MONROE
 OF2347  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2347
 OF2347                         *CURRENT SURVEY CONTROL
 OF2347  ___________________________________________________________________
 OF2347* NAD 83(1996)-  43 07 51.68580(N)    077 39 37.53568(W)     ADJUSTED  
 OF2347* NAVD 88     -       170.8    (meters)     560.     (feet)  VERTCON   
 OF2347  ___________________________________________________________________
 OF2347  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OF2347  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2347
 OF2347  HORZ ORDER  -  SECOND
 OF2347
 OF2347.The horizontal coordinates were established by classical geodetic methods
 OF2347.and adjusted by the National Geodetic Survey in January 1999..
 OF2347
 OF2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2347
 OF2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2347
 OF2347.The geoid height was determined by GEOID03.
 OF2347
 OF2347;                    North         East     Units Scale Factor Converg.
 OF2347;SPC NY W     -   348,138.562   425,090.134   MT  1.00000684   +0 37 51.6
 OF2347;SPC NY W     - 1,142,184.60  1,394,649.88   sFT  1.00000684   +0 37 51.6
 OF2347;UTM  18      - 4,778,800.878   283,609.151   MT  1.00017606   -1 49 10.4
 OF2347
 OF2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2347!SPC NY W     -   0.99997877  x   1.00000684  =   0.99998561
 OF2347!UTM  18      -   0.99997877  x   1.00017606  =   1.00015483
 OF2347
 OF2347:                Primary Azimuth Mark                     Grid Az
 OF2347:SPC NY W     -  WEST BRIGHTON TANK                       159 53 22.9
 OF2347:UTM  18      -  WEST BRIGHTON TANK                       162 20 24.9
 OF2347
 OF2347|---------------------------------------------------------------------|
 OF2347| PID    Reference Object                     Distance      Geod. Az  |
 OF2347|                                                           dddmmss.s |
 OF2347| OF2121 WEST BRIGHTON TANK                  APPROX. 3.8 KM 1603114.5 |
 OF2347| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 7.6 KM 2232912.6 |
 OF2347|---------------------------------------------------------------------|
 OF2347
 OF2347                          SUPERSEDED SURVEY CONTROL
 OF2347
 OF2347  NAD 83(1986)-  43 07 51.69277(N)    077 39 37.53465(W) AD(       ) 2
 OF2347  NAD 27      -  43 07 51.47041(N)    077 39 38.52446(W) AD(       ) 2
 OF2347  NGVD 29 (07/19/86)  171.0    (m)          561.     (f) VERT ANG       
 OF2347
 OF2347.Superseded values are not recommended for survey control.
 OF2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2347.See file dsdata.txt to determine how the superseded data were derived.
 OF2347
 OF2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8360978801(NAD 83)
 OF2347_MARKER: DE = TRAVERSE STATION DISK
 OF2347_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2347
 OF2347  HISTORY     - Date     Condition        Report By
 OF2347  HISTORY     - 1975     MONUMENTED       NY-055
 OF2347
 OF2347                          STATION DESCRIPTION
 OF2347
 OF2347'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2347'IN THE TOWN OF GATES, ON N SIDE OF BROOKS AVE BRIDGE OVER RT 47 NORTH
 OF2347'BOUND LANE, 13.3 FT N OF GUARD RAIL, 7.4 FT NW OF UTILITY POLE NO 70,
 OF2347'0.6 FT S OF MONROE COUNTY WITNESS POST, STATION IS A STANDARD NYDOT
 OF2347'DISK STAMPED---4-1-144---IN A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2360 ***********************************************************************
 OF2360  DESIGNATION -  4 1 148
 OF2360  PID         -  OF2360
 OF2360  STATE/COUNTY-  NY/MONROE
 OF2360  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2360
 OF2360                         *CURRENT SURVEY CONTROL
 OF2360  ___________________________________________________________________
 OF2360* NAD 83(1996)-  43 07 56.94776(N)    077 41 08.27862(W)     ADJUSTED  
 OF2360* NAVD 88     -       169.1    (meters)     555.     (feet)  VERTCON   
 OF2360  ___________________________________________________________________
 OF2360  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 OF2360  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2360
 OF2360  HORZ ORDER  -  SECOND
 OF2360
 OF2360.The horizontal coordinates were established by classical geodetic methods
 OF2360.and adjusted by the National Geodetic Survey in January 1999..
 OF2360
 OF2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2360
 OF2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2360
 OF2360.The geoid height was determined by GEOID03.
 OF2360
 OF2360;                    North         East     Units Scale Factor Converg.
 OF2360;SPC NY W     -   348,278.658   423,037.526   MT  1.00000310   +0 36 49.6
 OF2360;SPC NY W     - 1,142,644.23  1,387,915.62   sFT  1.00000310   +0 36 49.6
 OF2360;UTM  18      - 4,779,028.651   281,564.050   MT  1.00018700   -1 50 12.7
 OF2360
 OF2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2360!SPC NY W     -   0.99997903  x   1.00000310  =   0.99998213
 OF2360!UTM  18      -   0.99997903  x   1.00018700  =   1.00016603
 OF2360
 OF2360|---------------------------------------------------------------------|
 OF2360| PID    Reference Object                     Distance      Geod. Az  |
 OF2360|                                                           dddmmss.s |
 OF2360| OF2361 4119                                181.806 METERS 18801     |
 OF2360| OF2369 4 1 10                              382.778 METERS 23527     |
 OF2360|---------------------------------------------------------------------|
 OF2360
 OF2360                          SUPERSEDED SURVEY CONTROL
 OF2360
 OF2360  NAD 83(1986)-  43 07 56.95446(N)    077 41 08.27767(W) AD(       ) 2
 OF2360  NAD 27      -  43 07 56.73318(N)    077 41 09.26369(W) AD(       ) 2
 OF2360  NGVD 29 (07/19/86)  169.3    (m)          555.     (f) VERT ANG       
 OF2360
 OF2360.Superseded values are not recommended for survey control.
 OF2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2360.See file dsdata.txt to determine how the superseded data were derived.
 OF2360
 OF2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8156479029(NAD 83)
 OF2360_MARKER: DE = TRAVERSE STATION DISK
 OF2360_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2360
 OF2360  HISTORY     - Date     Condition        Report By
 OF2360  HISTORY     - 1975     MONUMENTED       NY-055
 OF2360
 OF2360                          STATION DESCRIPTION
 OF2360
 OF2360'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2360'IN TOWN OF GATES ON S SIDE OF CHILI AVE, 41.7 FT S OF CL OF CHILI AVE,
 OF2360'5.2 FT S OF EDGE OF PAVEMENT, 8.1 FT E OF UTILITY POLE RGE 1, AND 7.2
 OF2360'FT N OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2360'STAMPED---4-1-148---IN CONCRETE POST 0.3 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2038 ***********************************************************************
 NB2038  DESIGNATION -  4 1 17
 NB2038  PID         -  NB2038
 NB2038  STATE/COUNTY-  NY/MONROE
 NB2038  USGS QUAD   -  CALEDONIA (1976)
 NB2038
 NB2038                         *CURRENT SURVEY CONTROL
 NB2038  ___________________________________________________________________
 NB2038* NAD 83(1996)-  42 59 51.41795(N)    077 51 42.90253(W)     ADJUSTED  
 NB2038* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 NB2038  ___________________________________________________________________
 NB2038  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 NB2038  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NB2038
 NB2038  HORZ ORDER  -  SECOND
 NB2038
 NB2038.The horizontal coordinates were established by classical geodetic methods
 NB2038.and adjusted by the National Geodetic Survey in January 1999..
 NB2038
 NB2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2038
 NB2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2038
 NB2038.The geoid height was determined by GEOID03.
 NB2038
 NB2038;                    North         East     Units Scale Factor Converg.
 NB2038;SPC NY W     -   333,157.770   408,823.665   MT  0.99998005   +0 29 31.2
 NB2038;SPC NY W     - 1,093,035.12  1,341,282.31   sFT  0.99998005   +0 29 31.2
 NB2038;UTM  18      - 4,764,525.144   266,713.888   MT  1.00026956   -1 57 09.4
 NB2038
 NB2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2038!SPC NY W     -   0.99997621  x   0.99998005  =   0.99995626
 NB2038!UTM  18      -   0.99997621  x   1.00026956  =   1.00024577
 NB2038
 NB2038                          SUPERSEDED SURVEY CONTROL
 NB2038
 NB2038  NAD 83(1986)-  42 59 51.42485(N)    077 51 42.90004(W) AD(       ) 2
 NB2038  NAD 27      -  42 59 51.20186(N)    077 51 43.87026(W) AD(       ) 2
 NB2038  NGVD 29 (07/19/86)  186.6    (m)          612.     (f) VERT ANG       
 NB2038
 NB2038.Superseded values are not recommended for survey control.
 NB2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2038.See file dsdata.txt to determine how the superseded data were derived.
 NB2038
 NB2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6671464525(NAD 83)
 NB2038_MARKER: DE = TRAVERSE STATION DISK
 NB2038_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2038
 NB2038  HISTORY     - Date     Condition        Report By
 NB2038  HISTORY     - 1973     MONUMENTED       NY-055
 NB2038
 NB2038                          STATION DESCRIPTION
 NB2038
 NB2038'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2038'IN WHEATLAND AT INTERSECTION OF OATKA CREEK RD AND SCOTTSVILLE MUMFORD
 NB2038'RD RTE 383, 24.0 FT S OF CL OF OATKA CREEK RD, 148.0 FT NW OF CL OF
 NB2038'RT 383, 124.5 FT SE OF UTILITY POLE NM 64 2A RTC 2 1/2, AND 1.0 FT N
 NB2038'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYDT DISK
 NB2038'STAMPED---4-1-17---IN CONCRETE POST 0.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2524 ***********************************************************************
 OF2524  DESIGNATION -  4 1 192 NYSDOT 1971
 OF2524  PID         -  OF2524
 OF2524  STATE/COUNTY-  NY/MONROE
 OF2524  USGS QUAD   -  BROCKPORT (1978)
 OF2524
 OF2524                         *CURRENT SURVEY CONTROL
 OF2524  ___________________________________________________________________
 OF2524* NAD 83(1996)-  43 11 53.72265(N)    077 57 26.97427(W)     ADJUSTED  
 OF2524* NAVD 88     -       184.4    (meters)     605.     (feet)  VERTCON   
 OF2524  ___________________________________________________________________
 OF2524  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OF2524  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2524
 OF2524  HORZ ORDER  -  SECOND
 OF2524
 OF2524.The horizontal coordinates were established by classical geodetic methods
 OF2524.and adjusted by the National Geodetic Survey in January 1999..
 OF2524
 OF2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2524
 OF2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2524
 OF2524.The geoid height was determined by GEOID03.
 OF2524
 OF2524;                    North         East     Units Scale Factor Converg.
 OF2524;SPC NY W     -   355,384.030   400,864.145   MT  0.99996931   +0 25 42.3
 OF2524;SPC NY W     - 1,165,955.77  1,315,168.45   sFT  0.99996931   +0 25 42.3
 OF2524;UTM  18      - 4,787,078.353   259,709.253   MT  1.00031034   -2 01 31.6
 OF2524;UTM  17      - 4,787,326.163   747,198.408   MT  1.00035177   +2 05 01.4
 OF2524
 OF2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2524!SPC NY W     -   0.99997663  x   0.99996931  =   0.99994594
 OF2524!UTM  18      -   0.99997663  x   1.00031034  =   1.00028696
 OF2524!UTM  17      -   0.99997663  x   1.00035177  =   1.00032839
 OF2524
 OF2524|---------------------------------------------------------------------|
 OF2524| PID    Reference Object                     Distance      Geod. Az  |
 OF2524|                                                           dddmmss.s |
 OF2524| OF2526 HOLLEY 1969 AZ MK                   250.380 METERS 08129     |
 OF2524| OF2525 2500 MCGS 1971                      240.445 METERS 08900     |
 OF2524| OF2522 4 1 193 NYSDOT 1971                 APPROX. 0.7 KM 2714323.6 |
 OF2524|---------------------------------------------------------------------|
 OF2524
 OF2524                          SUPERSEDED SURVEY CONTROL
 OF2524
 OF2524  NAD 83(1986)-  43 11 53.72929(N)    077 57 26.97304(W) AD(       ) 2
 OF2524  NAD 27      -  43 11 53.51241(N)    077 57 27.92305(W) AD(       ) 2
 OF2524  NGVD 29 (07/19/86)  184.6    (m)          606.     (f) VERT ANG       
 OF2524
 OF2524.Superseded values are not recommended for survey control.
 OF2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2524.See file dsdata.txt to determine how the superseded data were derived.
 OF2524
 OF2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5970987078(NAD 83)
 OF2524_MARKER: DD = SURVEY DISK
 OF2524_SETTING: 0 = UNSPECIFIED SETTING
 OF2524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2524
 OF2524  HISTORY     - Date     Condition        Report By
 OF2524  HISTORY     - 1971     MONUMENTED       NYDT
 OF2524
 OF2524                          STATION DESCRIPTION
 OF2524
 OF2524'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2524'IN SWEDEN, ON THE S. SIDE OF 4TH SECTION RD. 0.7 MI. W. OF LAKE
 OF2524'RD. (RT 19), 0.5 MI. E. OF REDMAN RD.
 OF2524'
 OF2524'33.0 FT S. OF CENTERLINE 4TH SECTION RD.
 OF2524'
 OF2524'4.0 FT S.E. OF POLE 280, 128
 OF2524'
 OF2524'70.0 S.W. OF A HYDRANT
 OF2524'
 OF2524'3.0 FT W. OF A WOOD WITNESS POST
 OF2524'
 OF2524'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-192 IN THE TOP OF
 OF2524'A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2522 ***********************************************************************
 OF2522  DESIGNATION -  4 1 193 NYSDOT 1971
 OF2522  PID         -  OF2522
 OF2522  STATE/COUNTY-  NY/MONROE
 OF2522  USGS QUAD   -  BROCKPORT (1978)
 OF2522
 OF2522                         *CURRENT SURVEY CONTROL
 OF2522  ___________________________________________________________________
 OF2522* NAD 83(1996)-  43 11 54.37149(N)    077 57 56.50155(W)     ADJUSTED  
 OF2522* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 OF2522  ___________________________________________________________________
 OF2522  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 OF2522  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2522
 OF2522  HORZ ORDER  -  SECOND
 OF2522
 OF2522.The horizontal coordinates were established by classical geodetic methods
 OF2522.and adjusted by the National Geodetic Survey in January 1999..
 OF2522
 OF2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2522
 OF2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2522
 OF2522.The geoid height was determined by GEOID03.
 OF2522
 OF2522;                    North         East     Units Scale Factor Converg.
 OF2522;SPC NY W     -   355,399.101   400,197.390   MT  0.99996849   +0 25 22.1
 OF2522;SPC NY W     - 1,166,005.22  1,312,980.94   sFT  0.99996849   +0 25 22.1
 OF2522;UTM  18      - 4,787,121.972   259,043.526   MT  1.00031428   -2 01 51.9
 OF2522;UTM  17      - 4,787,321.965   746,531.242   MT  1.00034772   +2 04 41.2
 OF2522
 OF2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2522!SPC NY W     -   0.99997553  x   0.99996849  =   0.99994402
 OF2522!UTM  18      -   0.99997553  x   1.00031428  =   1.00028980
 OF2522!UTM  17      -   0.99997553  x   1.00034772  =   1.00032324
 OF2522
 OF2522|---------------------------------------------------------------------|
 OF2522| PID    Reference Object                     Distance      Geod. Az  |
 OF2522|                                                           dddmmss.s |
 OF2522| OF2521 2501 MCGS 1971                      121.171 METERS 26202     |
 OF2522| OF2519 4 1 194 NYSDOT 1971                 APPROX. 0.8 KM 2670433.5 |
 OF2522|---------------------------------------------------------------------|
 OF2522
 OF2522                          SUPERSEDED SURVEY CONTROL
 OF2522
 OF2522  NAD 83(1986)-  43 11 54.37813(N)    077 57 56.50034(W) AD(       ) 2
 OF2522  NAD 27      -  43 11 54.16149(N)    077 57 57.44948(W) AD(       ) 2
 OF2522  NGVD 29 (07/19/86)  191.6    (m)          629.     (f) VERT ANG       
 OF2522
 OF2522.Superseded values are not recommended for survey control.
 OF2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2522.See file dsdata.txt to determine how the superseded data were derived.
 OF2522
 OF2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5904487122(NAD 83)
 OF2522_MARKER: Z = SEE DESCRIPTION
 OF2522_SETTING: 0 = UNSPECIFIED SETTING
 OF2522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2522
 OF2522  HISTORY     - Date     Condition        Report By
 OF2522  HISTORY     - 1971     MONUMENTED       NYDT
 OF2522
 OF2522                          STATION DESCRIPTION
 OF2522
 OF2522'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2522'IN SWEDEN, ON THE N. SIDE OF 4TH SECTION ROAD 405 FT E. OF
 OF2522'REDMAN RD.
 OF2522'
 OF2522'35. FT N. OF CENTERLINE 4TH SECTION ROAD
 OF2522'
 OF2522'3 FT E. OF POLE 6979
 OF2522'
 OF2522'2 FT W. OF A WOOD WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2519 ***********************************************************************
 OF2519  DESIGNATION -  4 1 194 NYSDOT 1971
 OF2519  PID         -  OF2519
 OF2519  STATE/COUNTY-  NY/MONROE
 OF2519  USGS QUAD   -  BROCKPORT (1978)
 OF2519
 OF2519                         *CURRENT SURVEY CONTROL
 OF2519  ___________________________________________________________________
 OF2519* NAD 83(1996)-  43 11 53.04027(N)    077 58 32.08407(W)     ADJUSTED  
 OF2519* NAVD 88     -       198.1    (meters)     650.     (feet)  VERTCON   
 OF2519  ___________________________________________________________________
 OF2519  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 OF2519  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2519
 OF2519  HORZ ORDER  -  SECOND
 OF2519
 OF2519.The horizontal coordinates were established by classical geodetic methods
 OF2519.and adjusted by the National Geodetic Survey in January 1999..
 OF2519
 OF2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2519
 OF2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2519
 OF2519.The geoid height was determined by GEOID03.
 OF2519
 OF2519;                    North         East     Units Scale Factor Converg.
 OF2519;SPC NY W     -   355,352.141   399,394.380   MT  0.99996750   +0 24 57.7
 OF2519;SPC NY W     - 1,165,851.15  1,310,346.40   sFT  0.99996750   +0 24 57.7
 OF2519;UTM  18      - 4,787,109.432   258,238.962   MT  1.00031906   -2 02 16.2
 OF2519;UTM  17      - 4,787,251.802   745,729.621   MT  1.00034287   +2 04 16.7
 OF2519
 OF2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2519!SPC NY W     -   0.99997448  x   0.99996750  =   0.99994198
 OF2519!UTM  18      -   0.99997448  x   1.00031906  =   1.00029353
 OF2519!UTM  17      -   0.99997448  x   1.00034287  =   1.00031734
 OF2519
 OF2519:                Primary Azimuth Mark                     Grid Az
 OF2519:SPC NY W     -  4 1 193 NYSDOT 1971                      086 39 11.4
 OF2519:UTM  18      -  4 1 193 NYSDOT 1971                      089 06 25.3
 OF2519:UTM  17      -  4 1 193 NYSDOT 1971                      084 59 52.4
 OF2519
 OF2519|---------------------------------------------------------------------|
 OF2519| PID    Reference Object                     Distance      Geod. Az  |
 OF2519|                                                           dddmmss.s |
 OF2519| OF2522 4 1 193 NYSDOT 1971                 APPROX. 0.8 KM 0870409.1 |
 OF2519|---------------------------------------------------------------------|
 OF2519
 OF2519                          SUPERSEDED SURVEY CONTROL
 OF2519
 OF2519  NAD 83(1986)-  43 11 53.04690(N)    077 58 32.08288(W) AD(       ) 2
 OF2519  NAD 27      -  43 11 52.83048(N)    077 58 33.03109(W) AD(       ) 2
 OF2519  NGVD 29 (07/19/86)  198.3    (m)          651.     (f) VERT ANG       
 OF2519
 OF2519.Superseded values are not recommended for survey control.
 OF2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2519.See file dsdata.txt to determine how the superseded data were derived.
 OF2519
 OF2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5823987109(NAD 83)
 OF2519_MARKER: DD = SURVEY DISK
 OF2519_SETTING: 0 = UNSPECIFIED SETTING
 OF2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2519
 OF2519  HISTORY     - Date     Condition        Report By
 OF2519  HISTORY     - 1971     MONUMENTED       NYDT
 OF2519
 OF2519                          STATION DESCRIPTION
 OF2519
 OF2519'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2519'IN SWEDEN ON THE S. SIDE OF 4TH SECTION ROAD (RT 31D) 0.4 MI. W.
 OF2519'OF REDMAN RD., 0.45 MI. E. OF W. SWEDEN RD.
 OF2519'
 OF2519'32.1 FT S. OF CENTERLINE 4TH SECTION ROAD
 OF2519'
 OF2519'10.0 FT W. OF W. RANGELINE
 OF2519'
 OF2519'49.1 FT N.W. OF N.W. CORNER
 OF2519'
 OF2519'56.9 FT N.W. OF N.E. CORNER OF FRONT SECTION OF HOUSE NO. 7203
 OF2519'
 OF2519'21.8 FT N.W. OF A 36 IN MAPLE
 OF2519'
 OF2519'53.6 FT N.E. OF POLE, NM 7228, RTC 158, 159
 OF2519'
 OF2519'1.6 FT E. OF A 5 IN BY 8 IN WOOD WITNESS POST
 OF2519'
 OF2519'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-194 IN THE TOP
 OF2519'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2535 ***********************************************************************
 OF2535  DESIGNATION -  4 1 197 NYSDOT 1971
 OF2535  PID         -  OF2535
 OF2535  STATE/COUNTY-  NY/MONROE
 OF2535  USGS QUAD   -  BROCKPORT (1978)
 OF2535
 OF2535                         *CURRENT SURVEY CONTROL
 OF2535  ___________________________________________________________________
 OF2535* NAD 83(1996)-  43 11 53.29708(N)    077 58 55.73315(W)     ADJUSTED  
 OF2535* NAVD 88     -       192.8    (meters)     633.     (feet)  VERTCON   
 OF2535  ___________________________________________________________________
 OF2535  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OF2535  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2535
 OF2535  HORZ ORDER  -  SECOND
 OF2535
 OF2535.The horizontal coordinates were established by classical geodetic methods
 OF2535.and adjusted by the National Geodetic Survey in January 1999..
 OF2535
 OF2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2535
 OF2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2535
 OF2535.The geoid height was determined by GEOID03.
 OF2535
 OF2535;                    North         East     Units Scale Factor Converg.
 OF2535;SPC NY W     -   355,356.210   398,860.420   MT  0.99996686   +0 24 41.5
 OF2535;SPC NY W     - 1,165,864.50  1,308,594.56   sFT  0.99996686   +0 24 41.5
 OF2535;UTM  18      - 4,787,136.368   257,705.478   MT  1.00032224   -2 02 32.4
 OF2535;UTM  17      - 4,787,240.441   745,195.567   MT  1.00033964   +2 04 00.5
 OF2535
 OF2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2535!SPC NY W     -   0.99997531  x   0.99996686  =   0.99994217
 OF2535!UTM  18      -   0.99997531  x   1.00032224  =   1.00029754
 OF2535!UTM  17      -   0.99997531  x   1.00033964  =   1.00031494
 OF2535
 OF2535:                Primary Azimuth Mark                     Grid Az
 OF2535:SPC NY W     -  4 1 194 NYSDOT 1971                      090 26 11.8
 OF2535:UTM  18      -  4 1 194 NYSDOT 1971                      092 53 25.7
 OF2535:UTM  17      -  4 1 194 NYSDOT 1971                      088 46 52.8
 OF2535
 OF2535|---------------------------------------------------------------------|
 OF2535| PID    Reference Object                     Distance      Geod. Az  |
 OF2535|                                                           dddmmss.s |
 OF2535| OF2519 4 1 194 NYSDOT 1971                 APPROX. 0.5 KM 0905053.3 |
 OF2535| OF2534 2502 MCGS 1971                      404.391 METERS 2662652.0 |
 OF2535|---------------------------------------------------------------------|
 OF2535
 OF2535                          SUPERSEDED SURVEY CONTROL
 OF2535
 OF2535  NAD 83(1986)-  43 11 53.30371(N)    077 58 55.73197(W) AD(       ) 2
 OF2535  NAD 27      -  43 11 53.08744(N)    077 58 56.67963(W) AD(       ) 2
 OF2535  NGVD 29 (07/19/86)  193.0    (m)          633.     (f) VERT ANG       
 OF2535
 OF2535.Superseded values are not recommended for survey control.
 OF2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2535.See file dsdata.txt to determine how the superseded data were derived.
 OF2535
 OF2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5770587136(NAD 83)
 OF2535_MARKER: DD = SURVEY DISK
 OF2535_SETTING: 0 = UNSPECIFIED SETTING
 OF2535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2535
 OF2535  HISTORY     - Date     Condition        Report By
 OF2535  HISTORY     - 1971     MONUMENTED       NYDT
 OF2535
 OF2535                          STATION DESCRIPTION
 OF2535
 OF2535'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2535'IN SWEDEN, ON THE N. SIDE OF 4TH SECTION ROAD (RT 31D) 0.7 MI.
 OF2535'W. OF REDMAN RD., 0.28 MI. E. OF W. SWEDEN RD.
 OF2535'
 OF2535'23.4 FT N. OF CENTERLINE 4TH SECTION RD.
 OF2535'
 OF2535'19.1 FT E. OF E. RANGELINE OF HOUSE NO. 7350
 OF2535'
 OF2535'89.8 FT S.S.W. OF S.W. CORNER OF HOUSE NO. 7342
 OF2535'
 OF2535'8.6 FT S. OF A UTILITY POLE
 OF2535'
 OF2535'2.0 FT W. OF A 5 IN BY 8 IN WOOD WITNESS POST ON WHICH THERE
 OF2535'IS A M.C. WITNESS SIGN.
 OF2535'
 OF2535'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-197 IN THE TOP
 OF2535'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2343 ***********************************************************************
 OF2343  DESIGNATION -  4 1 2 NYSDOT 1972
 OF2343  PID         -  OF2343
 OF2343  STATE/COUNTY-  NY/MONROE
 OF2343  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2343
 OF2343                         *CURRENT SURVEY CONTROL
 OF2343  ___________________________________________________________________
 OF2343* NAD 83(1996)-  43 12 16.26234(N)    077 39 34.85222(W)     ADJUSTED  
 OF2343* NAVD 88     -       133.8    (meters)     439.     (feet)  VERTCON   
 OF2343  ___________________________________________________________________
 OF2343  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OF2343  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF2343
 OF2343  HORZ ORDER  -  SECOND
 OF2343
 OF2343.The horizontal coordinates were established by classical geodetic methods
 OF2343.and adjusted by the National Geodetic Survey in January 1999..
 OF2343
 OF2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2343
 OF2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2343
 OF2343.The geoid height was determined by GEOID03.
 OF2343
 OF2343;                    North         East     Units Scale Factor Converg.
 OF2343;SPC NY W     -   356,303.622   425,060.731   MT  1.00000678   +0 37 56.5
 OF2343;SPC NY W     - 1,168,972.80  1,394,553.41   sFT  1.00000678   +0 37 56.5
 OF2343;UTM  18      - 4,786,961.093   283,929.182   MT  1.00017435   -1 49 17.5
 OF2343
 OF2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2343!SPC NY W     -   0.99998461  x   1.00000678  =   0.99999139
 OF2343!UTM  18      -   0.99998461  x   1.00017435  =   1.00015896
 OF2343
 OF2343|---------------------------------------------------------------------|
 OF2343| PID    Reference Object                     Distance      Geod. Az  |
 OF2343|                                                           dddmmss.s |
 OF2343| OF2306 LAY MCGS 1969                        36.157 METERS 15822     |
 OF2343| OF2374 1706 MCGS 1972 ECC                  341.964 METERS 27626     |
 OF2343| OF2375 1706 MCGS 1972                      341.730 METERS 27654     |
 OF2343|---------------------------------------------------------------------|
 OF2343
 OF2343                          SUPERSEDED SURVEY CONTROL
 OF2343
 OF2343  NAD 83(1986)-  43 12 16.26959(N)    077 39 34.84957(W) AD(       ) 2
 OF2343  NAD 27      -  43 12 16.04653(N)    077 39 35.83551(W) AD(       ) 2
 OF2343  NGVD 29 (07/19/86)  134.0    (m)          440.     (f) VERT ANG       
 OF2343
 OF2343.Superseded values are not recommended for survey control.
 OF2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2343.See file dsdata.txt to determine how the superseded data were derived.
 OF2343
 OF2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8392986961(NAD 83)
 OF2343_MARKER: DD = SURVEY DISK
 OF2343_SETTING: 0 = UNSPECIFIED SETTING
 OF2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2343
 OF2343  HISTORY     - Date     Condition        Report By
 OF2343  HISTORY     - 1972     MONUMENTED       NYDT
 OF2343
 OF2343                          STATION DESCRIPTION
 OF2343
 OF2343'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF2343'IN TOWN OF GREECE, ON RIDGE ROAD W., WEST OF MT. READ BLVD. OVERPASS
 OF2343'
 OF2343'50.0 FT N. OF CENTERLINE RIDGE ROAD W.
 OF2343'
 OF2343'33.4 FT W. OF N.W. BRIDGE ABUTMENT
 OF2343'
 OF2343'10.6 FT NW OF SEWER MANHOLE
 OF2343'
 OF2343'9.3 FT N. OF LAMPPOLE 158
 OF2343'
 OF2343'20.2 FT NE OF HYDRANT
 OF2343'
 OF2343'3.0 FT N. OF N. EDGE OF SIDEWALK
 OF2343'
 OF2343'1.6 FT SE OF MONROE COUNTY WITNESS POST
 OF2343'
 OF2343'MONUMENT IS A NYDT   STANDARD PLATE IN A POURED-IN-PLACE
 OF2343'CONCRETE COLUMN SET AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2350 ***********************************************************************
 OF2350  DESIGNATION -  4 1 219 NYSDOT 1972
 OF2350  PID         -  OF2350
 OF2350  STATE/COUNTY-  NY/MONROE
 OF2350  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2350
 OF2350                         *CURRENT SURVEY CONTROL
 OF2350  ___________________________________________________________________
 OF2350* NAD 83(1996)-  43 12 20.38666(N)    077 40 13.77087(W)     ADJUSTED  
 OF2350* NAVD 88     -       130.9    (meters)     429.     (feet)  VERTCON   
 OF2350  ___________________________________________________________________
 OF2350  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF2350  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OF2350
 OF2350  HORZ ORDER  -  SECOND
 OF2350
 OF2350.The horizontal coordinates were established by classical geodetic methods
 OF2350.and adjusted by the National Geodetic Survey in January 1999..
 OF2350
 OF2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2350
 OF2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2350
 OF2350.The geoid height was determined by GEOID03.
 OF2350
 OF2350;                    North         East     Units Scale Factor Converg.
 OF2350;SPC NY W     -   356,421.253   424,180.802   MT  1.00000517   +0 37 29.9
 OF2350;SPC NY W     - 1,169,358.73  1,391,666.51   sFT  1.00000517   +0 37 29.9
 OF2350;UTM  18      - 4,787,116.317   283,054.947   MT  1.00017901   -1 49 44.3
 OF2350
 OF2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2350!SPC NY W     -   0.99998506  x   1.00000517  =   0.99999023
 OF2350!UTM  18      -   0.99998506  x   1.00017901  =   1.00016407
 OF2350
 OF2350:                Primary Azimuth Mark                     Grid Az
 OF2350:SPC NY W     -  1706 MCGS 1972 ECC                       098 44 55.6
 OF2350:UTM  18      -  1706 MCGS 1972 ECC                       101 12 09.8
 OF2350
 OF2350|---------------------------------------------------------------------|
 OF2350| PID    Reference Object                     Distance      Geod. Az  |
 OF2350|                                                           dddmmss.s |
 OF2350| OF2374 1706 MCGS 1972 ECC                  APPROX. 0.5 KM 0992225.5 |
 OF2350|---------------------------------------------------------------------|
 OF2350
 OF2350                          SUPERSEDED SURVEY CONTROL
 OF2350
 OF2350  NAD 83(1986)-  43 12 20.39389(N)    077 40 13.76841(W) AD(       ) 2
 OF2350  NAD 27      -  43 12 20.17128(N)    077 40 14.75324(W) AD(       ) 2
 OF2350  NGVD 29 (07/19/86)  131.1    (m)          430.     (f) VERT ANG       
 OF2350
 OF2350.Superseded values are not recommended for survey control.
 OF2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2350.See file dsdata.txt to determine how the superseded data were derived.
 OF2350
 OF2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8305587116(NAD 83)
 OF2350_MARKER: DD = SURVEY DISK
 OF2350_SETTING: 0 = UNSPECIFIED SETTING
 OF2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2350
 OF2350  HISTORY     - Date     Condition        Report By
 OF2350  HISTORY     - 1972     MONUMENTED       NYDT
 OF2350
 OF2350                          STATION DESCRIPTION
 OF2350
 OF2350'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF2350'IN TOWN OF GREECE ON RIDGE ROAD W., 0.35 MILE E. OF NY RT. 47
 OF2350'AND 0.25 MILE W. OF STONE ROAD
 OF2350'
 OF2350'49.3 FT S. OF CENTERLINE RIDGE ROAD W.
 OF2350'
 OF2350'9.0 FT S. OF S. EDGE OF S. CURB
 OF2350'
 OF2350'57.0 FT N. OF NW CORNER OF HOUSE 1607
 OF2350'
 OF2350'65.0 FT NE OF NE CORNER OF HOUSE 1631
 OF2350'
 OF2350'46.7 FT E. OF UTILITY POLE RGE 37
 OF2350'
 OF2350'7.6 FT E. OF E. EDGE OF DRIVEWAY TO HOUSE 1631
 OF2350'
 OF2350'1.0 FT N. OF MONROE COUNTY WITNESS POST.
 OF2350'
 OF2350'MONUMENT IS A NYDT   STANDARD DISK IN A PRECAST CONCRETE COLUMN
 OF2350'SET 0.3 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2578 ***********************************************************************
 OF2578  DESIGNATION -  4 1 26
 OF2578  PID         -  OF2578
 OF2578  STATE/COUNTY-  NY/MONROE
 OF2578  USGS QUAD   -  HILTON (1976)
 OF2578
 OF2578                         *CURRENT SURVEY CONTROL
 OF2578  ___________________________________________________________________
 OF2578* NAD 83(1996)-  43 16 07.34594(N)    077 45 02.02094(W)     ADJUSTED  
 OF2578* NAVD 88     -        91.3    (meters)     300.     (feet)  VERTCON   
 OF2578  ___________________________________________________________________
 OF2578  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 OF2578  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2578
 OF2578  HORZ ORDER  -  SECOND
 OF2578
 OF2578.The horizontal coordinates were established by classical geodetic methods
 OF2578.and adjusted by the National Geodetic Survey in January 1999..
 OF2578
 OF2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2578
 OF2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2578
 OF2578.The geoid height was determined by GEOID03.
 OF2578
 OF2578;                    North         East     Units Scale Factor Converg.
 OF2578;SPC NY W     -   363,357.046   417,604.300   MT  0.99999370   +0 34 15.0
 OF2578;SPC NY W     - 1,192,113.91  1,370,090.11   sFT  0.99999370   +0 34 15.0
 OF2578;UTM  18      - 4,794,328.911   276,780.393   MT  1.00021298   -1 53 09.8
 OF2578
 OF2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2578!SPC NY W     -   0.99999129  x   0.99999370  =   0.99998499
 OF2578!UTM  18      -   0.99999129  x   1.00021298  =   1.00020427
 OF2578
 OF2578:                Primary Azimuth Mark                     Grid Az
 OF2578:SPC NY W     -  352                                      001 45 21.4
 OF2578:UTM  18      -  352                                      004 12 46.2
 OF2578
 OF2578|---------------------------------------------------------------------|
 OF2578| PID    Reference Object                     Distance      Geod. Az  |
 OF2578|                                                           dddmmss.s |
 OF2578| OF0668 352                                 APPROX. 1.6 KM 0021936.4 |
 OF2578|---------------------------------------------------------------------|
 OF2578
 OF2578                          SUPERSEDED SURVEY CONTROL
 OF2578
 OF2578  NAD 83(1986)-  43 16 07.35274(N)    077 45 02.01977(W) AD(       ) 2
 OF2578  NAD 27      -  43 16 07.13348(N)    077 45 02.99352(W) AD(       ) 2
 OF2578  NGVD 29 (07/19/86)   91.5    (m)          300.     (f) VERT ANG       
 OF2578
 OF2578.Superseded values are not recommended for survey control.
 OF2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2578.See file dsdata.txt to determine how the superseded data were derived.
 OF2578
 OF2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7678094329(NAD 83)
 OF2578_MARKER: DE = TRAVERSE STATION DISK
 OF2578_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2578
 OF2578  HISTORY     - Date     Condition        Report By
 OF2578  HISTORY     - 1974     MONUMENTED       NY-055
 OF2578
 OF2578                          STATION DESCRIPTION
 OF2578
 OF2578'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2578'IN PARMA ON W SIDE OF MANITOU RD, 0.7 MI N OF PARMA CTR RD, 0.36 MI S
 OF2578'OF BURRITT RD, 22.3 FT W OF CL OF MANITOU RD, 12.3 FT W OF EDGE OF
 OF2578'PAVEMENT, 57.3 FT S OF UTILITY POLE RGE 245 B OTC 19, AND 4.0 FT E OF
 OF2578'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYDOT DISK
 OF2578'STAMPED---4-1-26---IN CONCRETE POST 0.1 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1718 ***********************************************************************
 OF1718  DESIGNATION -  4 1 27
 OF1718  PID         -  OF1718
 OF1718  STATE/COUNTY-  NY/MONROE
 OF1718  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1718
 OF1718                         *CURRENT SURVEY CONTROL
 OF1718  ___________________________________________________________________
 OF1718* NAD 83(1996)-  43 17 25.12700(N)    077 44 57.80505(W)     ADJUSTED  
 OF1718* NAVD 88     -        85.5    (meters)     281.     (feet)  VERTCON   
 OF1718  ___________________________________________________________________
 OF1718  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 OF1718  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1718
 OF1718  HORZ ORDER  -  SECOND
 OF1718
 OF1718.The horizontal coordinates were established by classical geodetic methods
 OF1718.and adjusted by the National Geodetic Survey in January 1999..
 OF1718
 OF1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1718
 OF1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1718
 OF1718.The geoid height was determined by GEOID03.
 OF1718
 OF1718;                    North         East     Units Scale Factor Converg.
 OF1718;SPC NY W     -   365,758.230   417,675.416   MT  0.99999382   +0 34 18.7
 OF1718;SPC NY W     - 1,199,991.79  1,370,323.43   sFT  0.99999382   +0 34 18.7
 OF1718;UTM  18      - 4,796,725.362   276,954.436   MT  1.00021202   -1 53 09.7
 OF1718
 OF1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1718!SPC NY W     -   0.99999221  x   0.99999382  =   0.99998603
 OF1718!UTM  18      -   0.99999221  x   1.00021202  =   1.00020423
 OF1718
 OF1718:                Primary Azimuth Mark                     Grid Az
 OF1718:SPC NY W     -  2900                                     000 47 31.5
 OF1718:UTM  18      -  2900                                     003 14 59.9
 OF1718
 OF1718|---------------------------------------------------------------------|
 OF1718| PID    Reference Object                     Distance      Geod. Az  |
 OF1718|                                                           dddmmss.s |
 OF1718| OF1721 2900                                APPROX. 0.8 KM 0012150.2 |
 OF1718| OF1726 TT 39 K ECC                         240.274 METERS 18549     |
 OF1718|---------------------------------------------------------------------|
 OF1718
 OF1718                          SUPERSEDED SURVEY CONTROL
 OF1718
 OF1718  NAD 83(1986)-  43 17 25.13371(N)    077 44 57.80402(W) AD(       ) 2
 OF1718  NAD 27      -  43 17 24.91492(N)    077 44 58.77688(W) AD(       ) 2
 OF1718  NGVD 29 (07/19/86)   85.7    (m)          281.     (f) VERT ANG       
 OF1718
 OF1718.Superseded values are not recommended for survey control.
 OF1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1718.See file dsdata.txt to determine how the superseded data were derived.
 OF1718
 OF1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7695496725(NAD 83)
 OF1718_MARKER: DE = TRAVERSE STATION DISK
 OF1718_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1718
 OF1718  HISTORY     - Date     Condition        Report By
 OF1718  HISTORY     - 1974     MONUMENTED       NY-055
 OF1718  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1718
 OF1718                          STATION DESCRIPTION
 OF1718
 OF1718'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1718'IN GREECE ON E SIDE OF MANITOU RD, 0.15 MI N OF FRISBEE HILL RD, 0.53
 OF1718'MI S OF HINCHER RD, 24.6 FT E OF CL OF MANITOU RD, 32.2 FT N OF
 OF1718'UTILITY POLE RGE 289, AND 12.5 FT SSW OF MONROE COUNTY WITNESS POST.
 OF1718'STATION IS A STANDARD NYDOT DISK STAMPED---4-1-27---IN CONCRETE POST
 OF1718'AT GRADE.
 OF1718
 OF1718                          STATION RECOVERY (2001)
 OF1718
 OF1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2508 ***********************************************************************
 OF2508  DESIGNATION -  4 1 38 NYSDOT 1969
 OF2508  PID         -  OF2508
 OF2508  STATE/COUNTY-  NY/MONROE
 OF2508  USGS QUAD   -  BROCKPORT (1978)
 OF2508
 OF2508                         *CURRENT SURVEY CONTROL
 OF2508  ___________________________________________________________________
 OF2508* NAD 83(1996)-  43 13 04.26413(N)    077 53 34.44380(W)     ADJUSTED  
 OF2508* NAVD 88     -       146.5    (meters)     481.     (feet)  VERTCON   
 OF2508  ___________________________________________________________________
 OF2508  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OF2508  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF2508
 OF2508  HORZ ORDER  -  SECOND
 OF2508
 OF2508.The horizontal coordinates were established by classical geodetic methods
 OF2508.and adjusted by the National Geodetic Survey in January 1999..
 OF2508
 OF2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2508
 OF2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2508
 OF2508.The geoid height was determined by GEOID03.
 OF2508
 OF2508;                    North         East     Units Scale Factor Converg.
 OF2508;SPC NY W     -   357,602.109   406,095.791   MT  0.99997620   +0 28 22.1
 OF2508;SPC NY W     - 1,173,232.92  1,332,332.61   sFT  0.99997620   +0 28 22.1
 OF2508;UTM  18      - 4,789,071.009   265,032.798   MT  1.00027921   -1 58 54.8
 OF2508
 OF2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2508!SPC NY W     -   0.99998259  x   0.99997620  =   0.99995879
 OF2508!UTM  18      -   0.99998259  x   1.00027921  =   1.00026179
 OF2508
 OF2508|---------------------------------------------------------------------|
 OF2508| PID    Reference Object                     Distance      Geod. Az  |
 OF2508|                                                           dddmmss.s |
 OF2508| OF2495 WALKER                               61.749 METERS 16456     |
 OF2508| OF2507 527 NYGS 1969                       APPROX. 0.7 KM 1922114.4 |
 OF2508|---------------------------------------------------------------------|
 OF2508
 OF2508                          SUPERSEDED SURVEY CONTROL
 OF2508
 OF2508  NAD 83(1986)-  43 13 04.27093(N)    077 53 34.44263(W) AD(       ) 2
 OF2508  NAD 27      -  43 13 04.05328(N)    077 53 35.40017(W) AD(       ) 2
 OF2508  NGVD 29 (07/19/86)  146.7    (m)          481.     (f) VERT ANG       
 OF2508
 OF2508.Superseded values are not recommended for survey control.
 OF2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2508.See file dsdata.txt to determine how the superseded data were derived.
 OF2508
 OF2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6503389071(NAD 83)
 OF2508_MARKER: DD = SURVEY DISK
 OF2508_SETTING: 0 = UNSPECIFIED SETTING
 OF2508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2508
 OF2508  HISTORY     - Date     Condition        Report By
 OF2508  HISTORY     - 1969     MONUMENTED       NYDPW
 OF2508
 OF2508                          STATION DESCRIPTION
 OF2508
 OF2508'DESCRIBED BY NY DEPT OF PUB WORKS 1969 (GWM)
 OF2508'IN CLARKSON ALONG SWEDEN-WALKER ROAD ROUTE 260.
 OF2508'
 OF2508'0.55 MILE SOUTH OF RIDGE ROAD.
 OF2508'
 OF2508'0.15 MILES SOUTH OF CLARKSON-SWEDEN TOWN LINE ROAD.
 OF2508'
 OF2508'200 FEET WEST OF STATION WALKER, 1969.
 OF2508'
 OF2508'30.0 FEET WEST OF CENTER LINE OF PAVEMENT OF SWEDEN-WALKER ROAD.
 OF2508'
 OF2508'138.3 FEET NORTH OF NORTH RANGELINE OF HOUSE 3943.
 OF2508'
 OF2508'2.3 FEET EAST OF WHITE 6 IN X 8 IN POST.
 OF2508'
 OF2508'9.5 FEET SOUTH OF CRUSHED STONE DRIVEWAY.
 OF2508'
 OF2508'18.2 FEET SOUTHEAST OF FENCE CORNER POST.
 OF2508'
 OF2508'65.9 FEET SOUTHEAST OF 40-INCH ELM.
 OF2508'
 OF2508'STATION IS A NEW YORK STATE DEPARTMENT OF PUBLIC WORKS
 OF2508'SURVEY STANDARD DISK IN CONCRETE STAMPED 4-1-38 FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1660 ***********************************************************************
 OF1660  DESIGNATION -  4 1 54 NYSDOT 1972
 OF1660  PID         -  OF1660
 OF1660  STATE/COUNTY-  NY/MONROE
 OF1660  USGS QUAD   -  PITTSFORD (1978)
 OF1660
 OF1660                         *CURRENT SURVEY CONTROL
 OF1660  ___________________________________________________________________
 OF1660* NAD 83(1996)-  43 15 08.93700(N)    077 37 11.26336(W)     ADJUSTED  
 OF1660* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 OF1660  ___________________________________________________________________
 OF1660  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 OF1660  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1660
 OF1660  HORZ ORDER  -  SECOND
 OF1660
 OF1660.The horizontal coordinates were established by classical geodetic methods
 OF1660.and adjusted by the National Geodetic Survey in January 1999..
 OF1660
 OF1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1660
 OF1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1660
 OF1660.The geoid height was determined by GEOID03.
 OF1660
 OF1660;                    North         East     Units Scale Factor Converg.
 OF1660;SPC NY W     -   361,668.682   428,240.696   MT  1.00001278   +0 39 36.9
 OF1660;SPC NY W     - 1,186,574.67  1,404,986.35   sFT  1.00001278   +0 39 36.9
 OF1660;UTM  18      - 4,792,185.830   287,336.567   MT  1.00015637   -1 47 44.9
 OF1660
 OF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1660!SPC NY W     -   0.99999182  x   1.00001278  =   1.00000460
 OF1660!UTM  18      -   0.99999182  x   1.00015637  =   1.00014819
 OF1660
 OF1660:                Primary Azimuth Mark                     Grid Az
 OF1660:SPC NY W     -  TEMP PT 9026 1976                        117 51 00.9
 OF1660:UTM  18      -  TEMP PT 9026 1976                        120 18 22.7
 OF1660
 OF1660|---------------------------------------------------------------------|
 OF1660| PID    Reference Object                     Distance      Geod. Az  |
 OF1660|                                                           dddmmss.s |
 OF1660| OF1998 TEMP PT 9026 1976                   APPROX. 0.7 KM 1183037.8 |
 OF1660| OF1914 TEMP PT 9026                        APPROX. 0.7 KM 1183620.2 |
 OF1660| OF1662 WHITE 1925                          412.063 METERS 2712615.0 |
 OF1660| OF1659 4 1 55 NYSDOT 1972                  283.139 METERS 27417     |
 OF1660|---------------------------------------------------------------------|
 OF1660
 OF1660                          SUPERSEDED SURVEY CONTROL
 OF1660
 OF1660  NAD 83(1986)-  43 15 08.94341(N)    077 37 11.26238(W) AD(       ) 2
 OF1660  NAD 27      -  43 15 08.72118(N)    077 37 12.25174(W) AD(       ) 2
 OF1660  NGVD 29 (07/19/86)   88.2    (m)          289.     (f) VERT ANG       
 OF1660
 OF1660.Superseded values are not recommended for survey control.
 OF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1660.See file dsdata.txt to determine how the superseded data were derived.
 OF1660
 OF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8733792186(NAD 83)
 OF1660_MARKER: DD = SURVEY DISK
 OF1660_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1660
 OF1660  HISTORY     - Date     Condition        Report By
 OF1660  HISTORY     - 1972     MONUMENTED       NYDT
 OF1660  HISTORY     - 1976     GOOD             NY-055
 OF1660
 OF1660                          STATION DESCRIPTION
 OF1660
 OF1660'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1660'IN THE TOWN OF GREECE, AT INTERSECTION OF LATTA ROAD AND W.B.
 OF1660'ENTRANCE RAMP OF LAKE ONTARIO STATE PARKWAY.
 OF1660'
 OF1660'17.0 FT S.W. OF CENTERLINE W.B. ENTRANCE RAMP
 OF1660'
 OF1660'4.3 FT S.W. OF X IN CONCRETE LIGHT POLE BASE
 OF1660'
 OF1660'23.0 FT N. OF CENTERLINE LATTA ROAD
 OF1660'
 OF1660'1.0 FT N. OF MONROE COUNTY WITNESS POST.
 OF1660'
 OF1660'A NYDT   STANDARD BRONZE DISK STAMPED 4-1-54 IN THE TOP OF A
 OF1660'CONCRETE POST FLUSH WITH GRADE.
 OF1660
 OF1660                          STATION RECOVERY (1976)
 OF1660
 OF1660'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1660'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1659 ***********************************************************************
 OF1659  DESIGNATION -  4 1 55 NYSDOT 1972
 OF1659  PID         -  OF1659
 OF1659  STATE/COUNTY-  NY/MONROE
 OF1659  USGS QUAD   -  PITTSFORD (1978)
 OF1659
 OF1659                         *CURRENT SURVEY CONTROL
 OF1659  ___________________________________________________________________
 OF1659* NAD 83(1996)-  43 15 09.62311(N)    077 37 23.78024(W)     ADJUSTED  
 OF1659* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 OF1659  ___________________________________________________________________
 OF1659  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OF1659  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1659
 OF1659  HORZ ORDER  -  SECOND
 OF1659
 OF1659.The horizontal coordinates were established by classical geodetic methods
 OF1659.and adjusted by the National Geodetic Survey in January 1999..
 OF1659
 OF1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1659
 OF1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1659
 OF1659.The geoid height was determined by GEOID03.
 OF1659
 OF1659;                    North         East     Units Scale Factor Converg.
 OF1659;SPC NY W     -   361,686.607   427,958.121   MT  1.00001223   +0 39 28.4
 OF1659;SPC NY W     - 1,186,633.48  1,404,059.27   sFT  1.00001223   +0 39 28.4
 OF1659;UTM  18      - 4,792,215.852   287,054.978   MT  1.00015784   -1 47 53.5
 OF1659
 OF1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1659!SPC NY W     -   0.99999153  x   1.00001223  =   1.00000376
 OF1659!UTM  18      -   0.99999153  x   1.00015784  =   1.00014937
 OF1659
 OF1659|---------------------------------------------------------------------|
 OF1659| PID    Reference Object                     Distance      Geod. Az  |
 OF1659|                                                           dddmmss.s |
 OF1659| OF1660 4 1 54 NYSDOT 1972                  283.139 METERS 09417     |
 OF1659| OF1662 WHITE 1925                          130.040 METERS 26513     |
 OF1659| OF1690 1705 MCGS 1972                      APPROX. 1.1 KM 2710335.7 |
 OF1659|---------------------------------------------------------------------|
 OF1659
 OF1659                          SUPERSEDED SURVEY CONTROL
 OF1659
 OF1659  NAD 83(1986)-  43 15 09.62952(N)    077 37 23.77918(W) AD(       ) 2
 OF1659  NAD 27      -  43 15 09.40741(N)    077 37 24.76714(W) AD(       ) 2
 OF1659  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 OF1659
 OF1659.Superseded values are not recommended for survey control.
 OF1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1659.See file dsdata.txt to determine how the superseded data were derived.
 OF1659
 OF1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8705592216(NAD 83)
 OF1659_MARKER: DD = SURVEY DISK
 OF1659_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1659
 OF1659  HISTORY     - Date     Condition        Report By
 OF1659  HISTORY     - 1972     MONUMENTED       NYDT
 OF1659  HISTORY     - 1976     GOOD             NY-055
 OF1659
 OF1659                          STATION DESCRIPTION
 OF1659
 OF1659'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1659'IN THE TOWN OF GREECE ON LATTA ROAD, 67.0 FT W. OF FAIRWAY CIRCLE.
 OF1659'
 OF1659'14.4 FT W. OF W. RANGELINE OF HOUSE 468
 OF1659'
 OF1659'37.0 FT N. OF CENTERLINE LATTA ROAD
 OF1659'
 OF1659'1.0 FT S. OF S. EDGE OF CONCRETE SIDEWALK
 OF1659'
 OF1659'1.5 FT N. OF MONROE COUNTY WITNESS POST
 OF1659'
 OF1659'A NYDT   STANDARD BRONZE DISK STAMPED 4-1-55 IN THE TOP OF A
 OF1659'CONCRETE POST FLUSH WITH GRADE.
 OF1659
 OF1659                          STATION RECOVERY (1976)
 OF1659
 OF1659'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1659'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2151 ***********************************************************************
 OF2151  DESIGNATION -  4 1 63
 OF2151  PID         -  OF2151
 OF2151  STATE/COUNTY-  NY/MONROE
 OF2151  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2151
 OF2151                         *CURRENT SURVEY CONTROL
 OF2151  ___________________________________________________________________
 OF2151* NAD 83(1996)-  43 05 39.42138(N)    077 40 47.99837(W)     ADJUSTED  
 OF2151* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 OF2151  ___________________________________________________________________
 OF2151  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OF2151  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2151
 OF2151  HORZ ORDER  -  SECOND
 OF2151
 OF2151.The horizontal coordinates were established by classical geodetic methods
 OF2151.and adjusted by the National Geodetic Survey in January 1999..
 OF2151
 OF2151.The orthometric height was scaled from a topographic map.
 OF2151
 OF2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2151
 OF2151.The geoid height was determined by GEOID03.
 OF2151
 OF2151;                    North         East     Units Scale Factor Converg.
 OF2151;SPC NY W     -   344,039.789   423,541.598   MT  1.00000401   +0 37 01.9
 OF2151;SPC NY W     - 1,128,737.21  1,389,569.39   sFT  1.00000401   +0 37 01.9
 OF2151;UTM  18      - 4,774,771.333   281,886.537   MT  1.00018527   -1 49 54.1
 OF2151
 OF2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2151!SPC NY W     -   0.99998032  x   1.00000401  =   0.99998433
 OF2151!UTM  18      -   0.99998032  x   1.00018527  =   1.00016558
 OF2151
 OF2151                          SUPERSEDED SURVEY CONTROL
 OF2151
 OF2151  NAD 83(1986)-  43 05 39.42837(N)    077 40 47.99708(W) AD(       ) 2
 OF2151  NAD 27      -  43 05 39.20614(N)    077 40 48.98742(W) AD(       ) 2
 OF2151
 OF2151.Superseded values are not recommended for survey control.
 OF2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2151.See file dsdata.txt to determine how the superseded data were derived.
 OF2151
 OF2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8188774771(NAD 83)
 OF2151_MARKER: DE = TRAVERSE STATION DISK
 OF2151_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2151
 OF2151  HISTORY     - Date     Condition        Report By
 OF2151  HISTORY     - 1975     MONUMENTED       NY-055
 OF2151  HISTORY     - 20011006 GOOD             USPSQD
 OF2151
 OF2151                          STATION DESCRIPTION
 OF2151
 OF2151'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2151'IN TOWN OF CHILI ON E SIDE OF SCOTTSVILLE RD, 0.1 MI N OF BALLANTYNE
 OF2151'RD, 23.5 FT E OF CL OF SCOTTSVILLE RD, 2.3 FT E OF METAL GUARD RAIL,
 OF2151'7.1 FT S OF CONCRETE ABUTMENT OF BRIDGE OVER GENESEE RIVER, AND 9.0 FT
 OF2151'N OF UTILITY POLE 6 RTC 1331/2.  STATION IS A STANDARD DISK
 OF2151'STAMPED---4-1-63---IN CONCRETE POST AT GRADE.
 OF2151
 OF2151                          STATION RECOVERY (2001)
 OF2151
 OF2151'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2336 ***********************************************************************
 OF2336  DESIGNATION -  4 1 63 NYSDOT 1971
 OF2336  PID         -  OF2336
 OF2336  STATE/COUNTY-  NY/MONROE
 OF2336  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2336
 OF2336                         *CURRENT SURVEY CONTROL
 OF2336  ___________________________________________________________________
 OF2336* NAD 83(1996)-  43 08 44.53829(N)    077 43 05.16681(W)     ADJUSTED  
 OF2336* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 OF2336  ___________________________________________________________________
 OF2336  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 OF2336  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2336
 OF2336  HORZ ORDER  -  SECOND
 OF2336
 OF2336.The horizontal coordinates were established by classical geodetic methods
 OF2336.and adjusted by the National Geodetic Survey in January 1999..
 OF2336
 OF2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2336
 OF2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2336
 OF2336.The geoid height was determined by GEOID03.
 OF2336
 OF2336;                    North         East     Units Scale Factor Converg.
 OF2336;SPC NY W     -   349,719.425   420,380.652   MT  0.99999841   +0 35 30.2
 OF2336;SPC NY W     - 1,147,371.15  1,379,198.86   sFT  0.99999841   +0 35 30.2
 OF2336;UTM  18      - 4,780,582.019   278,970.718   MT  1.00020102   -1 51 34.3
 OF2336
 OF2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2336!SPC NY W     -   0.99997755  x   0.99999841  =   0.99997596
 OF2336!UTM  18      -   0.99997755  x   1.00020102  =   1.00017856
 OF2336
 OF2336:                Primary Azimuth Mark                     Grid Az
 OF2336:SPC NY W     -  GATES MUN TANK                           045 53 20.5
 OF2336:UTM  18      -  GATES MUN TANK                           048 20 25.0
 OF2336
 OF2336|---------------------------------------------------------------------|
 OF2336| PID    Reference Object                     Distance      Geod. Az  |
 OF2336|                                                           dddmmss.s |
 OF2336| OF2308 GATES MUN TANK                      APPROX. 2.7 KM 0462850.7 |
 OF2336| OF2332 4 1 73 NYSDOT 1971                  APPROX. 0.5 KM 0742307.0 |
 OF2336| OF2333 306 3R NYGS 1933                    425.931 METERS 0774000.9 |
 OF2336| OF2313 GATES CENTER WATER TANK 1969        APPROX. 2.5 KM 0964919.1 |
 OF2336|---------------------------------------------------------------------|
 OF2336
 OF2336                          SUPERSEDED SURVEY CONTROL
 OF2336
 OF2336  NAD 83(1986)-  43 08 44.54541(N)    077 43 05.16493(W) AD(       ) 2
 OF2336  NAD 27      -  43 08 44.32159(N)    077 43 06.14796(W) AD(       ) 2
 OF2336  NGVD 29 (07/19/86)  178.8    (m)          587.     (f) VERT ANG       
 OF2336
 OF2336.Superseded values are not recommended for survey control.
 OF2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2336.See file dsdata.txt to determine how the superseded data were derived.
 OF2336
 OF2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7897180582(NAD 83)
 OF2336_MARKER: DD = SURVEY DISK
 OF2336_SETTING: 0 = UNSPECIFIED SETTING
 OF2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2336
 OF2336  HISTORY     - Date     Condition        Report By
 OF2336  HISTORY     - 1971     MONUMENTED       NYDT
 OF2336
 OF2336                          STATION DESCRIPTION
 OF2336
 OF2336'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2336'IN THE TOWN OF GATES, ON THE WEST SIDE OF THE WESTERN EXPRESSWAY
 OF2336'(I-490), 160 FT + OR - N. OF THE CENTERLINE OF BUFFALO ROAD (RT 33)
 OF2336'
 OF2336'12.5 FT W. OF THE W. EDGE OF THE PAVEMENT OF THE WEST (AND SOUTH)
 OF2336'BOUND LANE.
 OF2336'
 OF2336'54.7 FT N. OF THE N.W. CORNER OF THE N.W. ABUTMENT
 OF2336'
 OF2336'37.1 FT N. OF THE N.W. CORNER OF A SQUARE MANHOLE COVER.
 OF2336'
 OF2336'A NYDT   STANDARD BRONZE DISK IN A CONCRETE COLUMN, 0.4 FT ABOVE
 OF2336'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2540 ***********************************************************************
 OF2540  DESIGNATION -  4 1 66
 OF2540  PID         -  OF2540
 OF2540  STATE/COUNTY-  NY/MONROE
 OF2540  USGS QUAD   -  BROCKPORT (1978)
 OF2540
 OF2540                         *CURRENT SURVEY CONTROL
 OF2540  ___________________________________________________________________
 OF2540* NAD 83(1996)-  43 14 21.99191(N)    077 56 57.30151(W)     ADJUSTED  
 OF2540* NAVD 88     -       128.7    (meters)     422.     (feet)  VERTCON   
 OF2540  ___________________________________________________________________
 OF2540  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 OF2540  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF2540
 OF2540  HORZ ORDER  -  SECOND
 OF2540
 OF2540.The horizontal coordinates were established by classical geodetic methods
 OF2540.and adjusted by the National Geodetic Survey in January 1999..
 OF2540
 OF2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2540
 OF2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2540
 OF2540.The geoid height was determined by GEOID03.
 OF2540
 OF2540;                    North         East     Units Scale Factor Converg.
 OF2540;SPC NY W     -   359,964.435   401,499.361   MT  0.99997011   +0 26 03.8
 OF2540;SPC NY W     - 1,180,983.32  1,317,252.49   sFT  0.99997011   +0 26 03.8
 OF2540;UTM  18      - 4,791,628.886   260,540.351   MT  1.00030543   -2 01 16.8
 OF2540;UTM  17      - 4,791,924.774   747,701.189   MT  1.00035483   +2 05 27.5
 OF2540
 OF2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2540!SPC NY W     -   0.99998538  x   0.99997011  =   0.99995549
 OF2540!UTM  18      -   0.99998538  x   1.00030543  =   1.00029081
 OF2540!UTM  17      -   0.99998538  x   1.00035483  =   1.00034021
 OF2540
 OF2540|---------------------------------------------------------------------|
 OF2540| PID    Reference Object                     Distance      Geod. Az  |
 OF2540|                                                           dddmmss.s |
 OF2540| OF2539 TP 9044                             169.499 METERS 11519     |
 OF2540| OF2538 TT 72 K                             200.361 METERS 12003     |
 OF2540| OF2542 710                                 370.628 METERS 28936     |
 OF2540|---------------------------------------------------------------------|
 OF2540
 OF2540                          SUPERSEDED SURVEY CONTROL
 OF2540
 OF2540  NAD 83(1986)-  43 14 21.99871(N)    077 56 57.30055(W) AD(       ) 2
 OF2540  NAD 27      -  43 14 21.78393(N)    077 56 58.24907(W) AD(       ) 2
 OF2540  NGVD 29 (07/19/86)  128.9    (m)          423.     (f) VERT ANG       
 OF2540
 OF2540.Superseded values are not recommended for survey control.
 OF2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2540.See file dsdata.txt to determine how the superseded data were derived.
 OF2540
 OF2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6054091629(NAD 83)
 OF2540_MARKER: DE = TRAVERSE STATION DISK
 OF2540_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2540
 OF2540  HISTORY     - Date     Condition        Report By
 OF2540  HISTORY     - 1974     MONUMENTED       NY-055
 OF2540
 OF2540                          STATION DESCRIPTION
 OF2540
 OF2540'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2540'IN CLARKSON ON N SIDE OF RIDGE RD WEST, 0.9 MI E OF REDMAN RD, 0.1 MI
 OF2540'W OF DRAKE RD, 27.8 FT N OF CL OF RIDGE RD WEST, 17.0 FT N OF EDGE OF
 OF2540'PAVEMENT, 24.2 FT SE OF UTILITY POLE RTC 49 50, AND 2.0 FT S OF 6 INCH
 OF2540'BY 10 INCH WOOD POST WITH MONROE COUNTY WITNESS POST NAILED ON IT.
 OF2540'STATION IS A STANDARD NYDOT DISK STAMPED---4-1-66---IN CONCRETE POST
 OF2540'AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2543 ***********************************************************************
 OF2543  DESIGNATION -  4 1 67
 OF2543  PID         -  OF2543
 OF2543  STATE/COUNTY-  NY/MONROE
 OF2543  USGS QUAD   -  BROCKPORT (1978)
 OF2543
 OF2543                         *CURRENT SURVEY CONTROL
 OF2543  ___________________________________________________________________
 OF2543* NAD 83(1996)-  43 14 28.49393(N)    077 57 15.70794(W)     ADJUSTED  
 OF2543* NAVD 88     -       129.7    (meters)     426.     (feet)  VERTCON   
 OF2543  ___________________________________________________________________
 OF2543  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 OF2543  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF2543
 OF2543  HORZ ORDER  -  SECOND
 OF2543
 OF2543.The horizontal coordinates were established by classical geodetic methods
 OF2543.and adjusted by the National Geodetic Survey in January 1999..
 OF2543
 OF2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2543
 OF2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2543
 OF2543.The geoid height was determined by GEOID03.
 OF2543
 OF2543;                    North         East     Units Scale Factor Converg.
 OF2543;SPC NY W     -   360,161.942   401,082.589   MT  0.99996959   +0 25 51.2
 OF2543;SPC NY W     - 1,181,631.30  1,315,885.13   sFT  0.99996959   +0 25 51.2
 OF2543;UTM  18      - 4,791,844.142   260,132.287   MT  1.00030783   -2 01 29.7
 OF2543;UTM  17      - 4,792,110.222   747,278.718   MT  1.00035225   +2 05 15.1
 OF2543
 OF2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2543!SPC NY W     -   0.99998523  x   0.99996959  =   0.99995482
 OF2543!UTM  18      -   0.99998523  x   1.00030783  =   1.00029305
 OF2543!UTM  17      -   0.99998523  x   1.00035225  =   1.00033747
 OF2543
 OF2543                          SUPERSEDED SURVEY CONTROL
 OF2543
 OF2543  NAD 83(1986)-  43 14 28.50064(N)    077 57 15.70693(W) AD(       ) 2
 OF2543  NAD 27      -  43 14 28.28584(N)    077 57 16.65417(W) AD(       ) 2
 OF2543  NGVD 29 (07/19/86)  129.9    (m)          426.     (f) VERT ANG       
 OF2543
 OF2543.Superseded values are not recommended for survey control.
 OF2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2543.See file dsdata.txt to determine how the superseded data were derived.
 OF2543
 OF2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6013291844(NAD 83)
 OF2543_MARKER: DE = TRAVERSE STATION DISK
 OF2543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2543
 OF2543  HISTORY     - Date     Condition        Report By
 OF2543  HISTORY     - 1974     MONUMENTED       NY-055
 OF2543
 OF2543                          STATION DESCRIPTION
 OF2543
 OF2543'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2543'IN CLARKSON ON N SIDE OF RIDGE RD WEST, 0.55 MI E OF REDMAN RD, 0.4 MI
 OF2543'W OF DRAKE RD, 31.2 FT N OF CL OF RIDGE RD WEST, 19.7 FT N OF EDGE OF
 OF2543'PAVEMENT, 70.6 FT SE OF UTILITY POLE NL-YOW 625 RTC 62 63 NM 9013, AND
 OF2543'2.0 FT S OF 8 INCH BY 12 INCH WOOD POST WITH MONROE COUNTY WITNESS
 OF2543'POST NAILED ON.  STATION IS A STANDARD NYDOT DISK
 OF2543'STAMPED---4-1-67---IN CONCRETE POST 0.1 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2337 ***********************************************************************
 OF2337  DESIGNATION -  4 1 72 NYSDOT 1971
 OF2337  PID         -  OF2337
 OF2337  STATE/COUNTY-  NY/MONROE
 OF2337  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2337
 OF2337                         *CURRENT SURVEY CONTROL
 OF2337  ___________________________________________________________________
 OF2337* NAD 83(1996)-  43 08 41.01149(N)    077 43 19.12949(W)     ADJUSTED  
 OF2337* NAVD 88     -       174.8    (meters)     573.     (feet)  VERTCON   
 OF2337  ___________________________________________________________________
 OF2337  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF2337  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2337
 OF2337  HORZ ORDER  -  SECOND
 OF2337
 OF2337.The horizontal coordinates were established by classical geodetic methods
 OF2337.and adjusted by the National Geodetic Survey in January 1999..
 OF2337
 OF2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2337
 OF2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2337
 OF2337.The geoid height was determined by GEOID03.
 OF2337
 OF2337;                    North         East     Units Scale Factor Converg.
 OF2337;SPC NY W     -   349,607.344   420,066.278   MT  0.99999787   +0 35 20.6
 OF2337;SPC NY W     - 1,147,003.43  1,378,167.45   sFT  0.99999787   +0 35 20.6
 OF2337;UTM  18      - 4,780,483.465   278,651.773   MT  1.00020276   -1 51 43.8
 OF2337
 OF2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2337!SPC NY W     -   0.99997814  x   0.99999787  =   0.99997601
 OF2337!UTM  18      -   0.99997814  x   1.00020276  =   1.00018090
 OF2337
 OF2337:                Primary Azimuth Mark                     Grid Az
 OF2337:SPC NY W     -  GATES MUN TANK                           048 33 29.4
 OF2337:UTM  18      -  GATES MUN TANK                           051 00 33.8
 OF2337
 OF2337|---------------------------------------------------------------------|
 OF2337| PID    Reference Object                     Distance      Geod. Az  |
 OF2337|                                                           dddmmss.s |
 OF2337| OF2308 GATES MUN TANK                      APPROX. 3.0 KM 0490850.0 |
 OF2337| OF2313 GATES CENTER WATER TANK 1969        APPROX. 2.9 KM 0935336.2 |
 OF2337| OF2335 306 2R NYGS 1933                     93.963 METERS 10613     |
 OF2337| OF2339 4101 MCGS 1971                      333.802 METERS 26421     |
 OF2337|---------------------------------------------------------------------|
 OF2337
 OF2337                          SUPERSEDED SURVEY CONTROL
 OF2337
 OF2337  NAD 83(1986)-  43 08 41.01860(N)    077 43 19.12763(W) AD(       ) 2
 OF2337  NAD 27      -  43 08 40.79480(N)    077 43 20.11057(W) AD(       ) 2
 OF2337  NGVD 29 (07/19/86)  175.0    (m)          574.     (f) VERT ANG       
 OF2337
 OF2337.Superseded values are not recommended for survey control.
 OF2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2337.See file dsdata.txt to determine how the superseded data were derived.
 OF2337
 OF2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7865280483(NAD 83)
 OF2337_MARKER: DD = SURVEY DISK
 OF2337_SETTING: 0 = UNSPECIFIED SETTING
 OF2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2337
 OF2337  HISTORY     - Date     Condition        Report By
 OF2337  HISTORY     - 1971     MONUMENTED       NYDT
 OF2337
 OF2337                          STATION DESCRIPTION
 OF2337
 OF2337'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2337'IN GATES, ON THE N. SIDE OF BUFFALO ROAD (RT. 33) 0.6 MI. E. OF
 OF2337'ELMGROVE ROAD, 0.6 MI W. OF WEGMAN ROAD
 OF2337'
 OF2337'23.0 FT N. OF N. EDGE PAVEMENT, BUFFALO ROAD
 OF2337'
 OF2337'12.0 N. OF S. CURB OF GRASSED ISLAND OF ESSO SERVICE STATION.
 OF2337'
 OF2337'82.8 SW OF SW CORNER, AND
 OF2337'
 OF2337'40.4 FT W. OF W. RANGELINE OF SERVICE STATION
 OF2337'
 OF2337'22.0 FT E. OF POLE RG AND E 84
 OF2337'
 OF2337'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-72 IN THE TOP
 OF2337'OF A CONCRETE POST COVERED 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2332 ***********************************************************************
 OF2332  DESIGNATION -  4 1 73 NYSDOT 1971
 OF2332  PID         -  OF2332
 OF2332  STATE/COUNTY-  NY/MONROE
 OF2332  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2332
 OF2332                         *CURRENT SURVEY CONTROL
 OF2332  ___________________________________________________________________
 OF2332* NAD 83(1996)-  43 08 48.97662(N)    077 42 43.47580(W)     ADJUSTED  
 OF2332* NAVD 88     -       172.8    (meters)     567.     (feet)  VERTCON   
 OF2332  ___________________________________________________________________
 OF2332  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OF2332  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2332
 OF2332  HORZ ORDER  -  SECOND
 OF2332
 OF2332.The horizontal coordinates were established by classical geodetic methods
 OF2332.and adjusted by the National Geodetic Survey in January 1999..
 OF2332
 OF2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2332
 OF2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2332
 OF2332.The geoid height was determined by GEOID03.
 OF2332
 OF2332;                    North         East     Units Scale Factor Converg.
 OF2332;SPC NY W     -   349,861.464   420,869.345   MT  0.99999926   +0 35 45.1
 OF2332;SPC NY W     - 1,147,837.15  1,380,802.18   sFT  0.99999926   +0 35 45.1
 OF2332;UTM  18      - 4,780,703.050   279,465.138   MT  1.00019834   -1 51 19.6
 OF2332
 OF2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2332!SPC NY W     -   0.99997846  x   0.99999926  =   0.99997772
 OF2332!UTM  18      -   0.99997846  x   1.00019834  =   1.00017679
 OF2332
 OF2332|---------------------------------------------------------------------|
 OF2332| PID    Reference Object                     Distance      Geod. Az  |
 OF2332|                                                           dddmmss.s |
 OF2332| OF2327 4100 MCGS 1971                       65.232 METERS 08320     |
 OF2332| OF2333 306 3R NYGS 1933                     87.164 METERS 23809     |
 OF2332| OF2336 4 1 63 NYSDOT 1971                  APPROX. 0.5 KM 2542321.8 |
 OF2332|---------------------------------------------------------------------|
 OF2332
 OF2332                          SUPERSEDED SURVEY CONTROL
 OF2332
 OF2332  NAD 83(1986)-  43 08 48.98375(N)    077 42 43.47391(W) AD(       ) 2
 OF2332  NAD 27      -  43 08 48.75974(N)    077 42 44.45735(W) AD(       ) 2
 OF2332  NGVD 29 (07/19/86)  173.0    (m)          568.     (f) VERT ANG       
 OF2332
 OF2332.Superseded values are not recommended for survey control.
 OF2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2332.See file dsdata.txt to determine how the superseded data were derived.
 OF2332
 OF2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7946580703(NAD 83)
 OF2332_MARKER: DD = SURVEY DISK
 OF2332_SETTING: 0 = UNSPECIFIED SETTING
 OF2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2332
 OF2332  HISTORY     - Date     Condition        Report By
 OF2332  HISTORY     - 1971     MONUMENTED       NYDT
 OF2332
 OF2332                          STATION DESCRIPTION
 OF2332
 OF2332'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF2332'IN GATES, ON N. SIDE OF BUFFALO ROAD (RT. 33)
 OF2332'
 OF2332'235 FT W. OF WEGMAN ROAD
 OF2332'
 OF2332'22.5 FT N. OF CENTERLINE BUFFALO ROAD
 OF2332'
 OF2332'20.8 FT E. OF A 4 IN X 6 IN WOOD POST
 OF2332'
 OF2332'55.3 W. OF POLE 2120 RTC 1107
 OF2332'
 OF2332'55.2 W. OF POLE RG AND E 74
 OF2332'
 OF2332'1.0 FT S. OF MONROE COUNTY WITNESS POST.
 OF2332'
 OF2332'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-1-73 IN THE TOP
 OF2332'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2356 ***********************************************************************
 OF2356  DESIGNATION -  4 1 97 NYSDOT 1972
 OF2356  PID         -  OF2356
 OF2356  STATE/COUNTY-  NY/MONROE
 OF2356  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2356
 OF2356                         *CURRENT SURVEY CONTROL
 OF2356  ___________________________________________________________________
 OF2356* NAD 83(1996)-  43 09 52.39591(N)    077 40 56.75052(W)     ADJUSTED  
 OF2356* NAVD 88     -       168.1    (meters)     552.     (feet)  VERTCON   
 OF2356  ___________________________________________________________________
 OF2356  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 OF2356  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OF2356
 OF2356  HORZ ORDER  -  SECOND
 OF2356
 OF2356.The horizontal coordinates were established by classical geodetic methods
 OF2356.and adjusted by the National Geodetic Survey in January 1999..
 OF2356
 OF2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2356
 OF2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2356
 OF2356.The geoid height was determined by GEOID03.
 OF2356
 OF2356;                    North         East     Units Scale Factor Converg.
 OF2356;SPC NY W     -   351,843.979   423,259.753   MT  1.00000350   +0 36 58.8
 OF2356;SPC NY W     - 1,154,341.45  1,388,644.71   sFT  1.00000350   +0 36 58.8
 OF2356;UTM  18      - 4,782,581.853   281,938.635   MT  1.00018499   -1 50 08.7
 OF2356
 OF2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2356!SPC NY W     -   0.99997921  x   1.00000350  =   0.99998271
 OF2356!UTM  18      -   0.99997921  x   1.00018499  =   1.00016419
 OF2356
 OF2356:                Primary Azimuth Mark                     Grid Az
 OF2356:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            048 18 06.6
 OF2356:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            050 45 14.1
 OF2356
 OF2356|---------------------------------------------------------------------|
 OF2356| PID    Reference Object                     Distance      Geod. Az  |
 OF2356|                                                           dddmmss.s |
 OF2356| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 1.0 KM 0485505.4 |
 OF2356| OF2353 4110 MCGS 1972                      481.354 METERS 0870217.3 |
 OF2356| OF2359 665 6R NYGS 1972                    139.471 METERS 08948     |
 OF2356| OF2313 GATES CENTER WATER TANK 1969        APPROX. 2.4 KM 1885028.3 |
 OF2356| OF2355 665 5R NYGS 1972                    222.872 METERS 27902     |
 OF2356|---------------------------------------------------------------------|
 OF2356
 OF2356                          SUPERSEDED SURVEY CONTROL
 OF2356
 OF2356  NAD 83(1986)-  43 09 52.40311(N)    077 40 56.74815(W) AD(       ) 2
 OF2356  NAD 27      -  43 09 52.18085(N)    077 40 57.72935(W) AD(       ) 2
 OF2356  NGVD 29 (07/19/86)  168.3    (m)          552.     (f) VERT ANG       
 OF2356
 OF2356.Superseded values are not recommended for survey control.
 OF2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2356.See file dsdata.txt to determine how the superseded data were derived.
 OF2356
 OF2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8193982582(NAD 83)
 OF2356_MARKER: DD = SURVEY DISK
 OF2356_SETTING: 0 = UNSPECIFIED SETTING
 OF2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2356
 OF2356  HISTORY     - Date     Condition        Report By
 OF2356  HISTORY     - 1972     MONUMENTED       NYDT
 OF2356
 OF2356                          STATION DESCRIPTION
 OF2356
 OF2356'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF2356'IN TOWN OF GATES ON LYELL AVE., EAST OF RT. 47 OVERPASS.
 OF2356'
 OF2356'53.6 FT S. OF CENTERLINE LYELL AVE.
 OF2356'
 OF2356'5.1 FT SW OF NW CORNER OF CONCRETE FRAME OF PULL BOX
 OF2356'
 OF2356'5.0 FT SE OF SE CORNER OF BRIDGE
 OF2356'
 OF2356'1.6 FT S. OF MONROE COUNTY WITNESS POST
 OF2356'
 OF2356'MONUMENT IS A NYDT   STANDARD DISK SET IN A CONCRETE COLUMN AT
 OF2356'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1621 ***********************************************************************
 OF1621  DESIGNATION -  4 2 100 NYSDOT 1970
 OF1621  PID         -  OF1621
 OF1621  STATE/COUNTY-  NY/MONROE
 OF1621  USGS QUAD   -  WEBSTER (1978)
 OF1621
 OF1621                         *CURRENT SURVEY CONTROL
 OF1621  ___________________________________________________________________
 OF1621* NAD 83(1996)-  43 07 53.20990(N)    077 28 18.18553(W)     ADJUSTED  
 OF1621* NAVD 88     -       136.4    (meters)     448.     (feet)  VERTCON   
 OF1621  ___________________________________________________________________
 OF1621  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OF1621  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF1621
 OF1621  HORZ ORDER  -  SECOND
 OF1621
 OF1621.The horizontal coordinates were established by classical geodetic methods
 OF1621.and adjusted by the National Geodetic Survey in January 1999..
 OF1621
 OF1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1621
 OF1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1621
 OF1621.The geoid height was determined by GEOID03.
 OF1621
 OF1621;                    North         East     Units Scale Factor Converg.
 OF1621;SPC NY W     -   348,371.983   440,443.441   MT  1.00003809   +0 45 36.1
 OF1621;SPC NY W     - 1,142,950.41  1,445,021.52   sFT  1.00003809   +0 45 36.1
 OF1621;UTM  18      - 4,778,377.588   298,960.151   MT  1.00009722   -1 41 25.5
 OF1621
 OF1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1621!SPC NY W     -   0.99998417  x   1.00003809  =   1.00002226
 OF1621!UTM  18      -   0.99998417  x   1.00009722  =   1.00008139
 OF1621
 OF1621:                Primary Azimuth Mark                     Grid Az
 OF1621:SPC NY W     -  4 2 101 NYSDOT 1970                      092 03 58.5
 OF1621:UTM  18      -  4 2 101 NYSDOT 1970                      094 31 00.1
 OF1621
 OF1621|---------------------------------------------------------------------|
 OF1621| PID    Reference Object                     Distance      Geod. Az  |
 OF1621|                                                           dddmmss.s |
 OF1621| OF1617 4 2 101 NYSDOT 1970                 APPROX. 0.6 KM 0924934.6 |
 OF1621|---------------------------------------------------------------------|
 OF1621
 OF1621                          SUPERSEDED SURVEY CONTROL
 OF1621
 OF1621  NAD 83(1986)-  43 07 53.21837(N)    077 28 18.18374(W) AD(       ) 2
 OF1621  NAD 27      -  43 07 52.99193(N)    077 28 19.19943(W) AD(       ) 2
 OF1621  NGVD 29 (07/19/86)  136.6    (m)          448.     (f) VERT ANG       
 OF1621
 OF1621.Superseded values are not recommended for survey control.
 OF1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1621.See file dsdata.txt to determine how the superseded data were derived.
 OF1621
 OF1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9896078378(NAD 83)
 OF1621_MARKER: DD = SURVEY DISK
 OF1621_SETTING: 0 = UNSPECIFIED SETTING
 OF1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1621
 OF1621  HISTORY     - Date     Condition        Report By
 OF1621  HISTORY     - 1970     MONUMENTED       NYDT
 OF1621  HISTORY     - 1988     GOOD             USPSQD
 OF1621
 OF1621                          STATION DESCRIPTION
 OF1621
 OF1621'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1621'IN PENFIELD, 41.6 FT NORTH OF PENFIELD ROAD CENTER LINE, 136 FT
 OF1621'EAST OF WOODSIDE DRIVE IN FRONT OF HOUSE 1876.
 OF1621'
 OF1621'21.4 FT NORTH WEST OF RGE POLE 151A.
 OF1621'
 OF1621'20.0 FT NORTH WEST OF MAN HOLE.
 OF1621'
 OF1621'17.6 FT NORTH OF NORTH CURB LINE OF PENFIELD ROAD.
 OF1621'
 OF1621'51.9 FT SOUTH EAST OF SOUTH WEST CORNER OF HOUSE 1876.
 OF1621'
 OF1621'57.4 FT SOUTH WEST OF SOUTH EAST CORNER OF HOUSE 1876.
 OF1621'
 OF1621'STATION IS A (N.Y.S.D.O.T.) STANDARD BRASS DISK STAMPED (4-2-100)
 OF1621'IN TOP OF CONCRETE POST, 0.1 FT BELOW GRADE.
 OF1621
 OF1621                          STATION RECOVERY (1988)
 OF1621
 OF1621'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1617 ***********************************************************************
 OF1617  DESIGNATION -  4 2 101 NYSDOT 1970
 OF1617  PID         -  OF1617
 OF1617  STATE/COUNTY-  NY/MONROE
 OF1617  USGS QUAD   -  WEBSTER (1978)
 OF1617
 OF1617                         *CURRENT SURVEY CONTROL
 OF1617  ___________________________________________________________________
 OF1617* NAD 83(1996)-  43 07 52.29226(N)    077 27 52.82821(W)     ADJUSTED  
 OF1617* NAVD 88     -       143.1    (meters)     469.     (feet)  VERTCON   
 OF1617  ___________________________________________________________________
 OF1617  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 OF1617  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF1617
 OF1617  HORZ ORDER  -  SECOND
 OF1617
 OF1617.The horizontal coordinates were established by classical geodetic methods
 OF1617.and adjusted by the National Geodetic Survey in January 1999..
 OF1617
 OF1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1617
 OF1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1617
 OF1617.The geoid height was determined by GEOID03.
 OF1617
 OF1617;                    North         East     Units Scale Factor Converg.
 OF1617;SPC NY W     -   348,351.293   441,016.915   MT  1.00003937   +0 45 53.4
 OF1617;SPC NY W     - 1,142,882.53  1,446,903.00   sFT  1.00003937   +0 45 53.4
 OF1617;UTM  18      - 4,778,332.395   299,532.248   MT  1.00009439   -1 41 08.1
 OF1617
 OF1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1617!SPC NY W     -   0.99998312  x   1.00003937  =   1.00002249
 OF1617!UTM  18      -   0.99998312  x   1.00009439  =   1.00007751
 OF1617
 OF1617:                Primary Azimuth Mark                     Grid Az
 OF1617:SPC NY W     -  4 2 102 NYSDOT 1970                      089 53 16.5
 OF1617:UTM  18      -  4 2 102 NYSDOT 1970                      092 20 18.0
 OF1617
 OF1617|---------------------------------------------------------------------|
 OF1617| PID    Reference Object                     Distance      Geod. Az  |
 OF1617|                                                           dddmmss.s |
 OF1617| OF1615 4 2 102 NYSDOT 1970                 APPROX. 0.8 KM 0903909.9 |
 OF1617|---------------------------------------------------------------------|
 OF1617
 OF1617                          SUPERSEDED SURVEY CONTROL
 OF1617
 OF1617  NAD 83(1986)-  43 07 52.30075(N)    077 27 52.82640(W) AD(       ) 2
 OF1617  NAD 27      -  43 07 52.07410(N)    077 27 53.84304(W) AD(       ) 2
 OF1617  NGVD 29 (07/19/86)  143.3    (m)          470.     (f) VERT ANG       
 OF1617
 OF1617.Superseded values are not recommended for survey control.
 OF1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1617.See file dsdata.txt to determine how the superseded data were derived.
 OF1617
 OF1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9953278332(NAD 83)
 OF1617_MARKER: DD = SURVEY DISK
 OF1617_SETTING: 0 = UNSPECIFIED SETTING
 OF1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1617
 OF1617  HISTORY     - Date     Condition        Report By
 OF1617  HISTORY     - 1970     MONUMENTED       NYDT
 OF1617  HISTORY     - 1988     GOOD             USPSQD
 OF1617
 OF1617                          STATION DESCRIPTION
 OF1617
 OF1617'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1617'IN PENFIELD, 26.6 FT SOUTH OF PENFIELD ROAD CENTER LINE, 189.5
 OF1617'FT WEST OF BAIRD ROAD, IN FRONT OF HOUSE 1937.
 OF1617'
 OF1617'2.4 FT SOUTH OF CURB LINE PENFIELD ROAD.
 OF1617'
 OF1617'6.3 FT SOUTH EAST OF CATCH BASIN.
 OF1617'
 OF1617'20.5 FT EAST OF CENTER OF M.H.
 OF1617'
 OF1617'57.2 FT EAST OF RGE POLE 165.
 OF1617'
 OF1617'9.5 FT NORTH OF 14 IN WILLOW TREE.
 OF1617'
 OF1617'87.7 FT NORTH EAST OF NORTH WEST CORNER OF HOUSE 1937.
 OF1617'
 OF1617'77.8 FT NORTH WEST OF NORTH EAST CORNER OF HOUSE 1937.
 OF1617'
 OF1617'STATION IS (N.Y.S.D.O.T.) STANDARD BRASS DISK STAMPED (4-2-101)
 OF1617'IN TOP OF CONCRETE POST, 0.7 FT BELOW GRADE.
 OF1617
 OF1617                          STATION RECOVERY (1988)
 OF1617
 OF1617'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1615 ***********************************************************************
 OF1615  DESIGNATION -  4 2 102 NYSDOT 1970
 OF1615  PID         -  OF1615
 OF1615  STATE/COUNTY-  NY/MONROE
 OF1615  USGS QUAD   -  WEBSTER (1978)
 OF1615
 OF1615                         *CURRENT SURVEY CONTROL
 OF1615  ___________________________________________________________________
 OF1615* NAD 83(1996)-  43 07 51.98101(N)    077 27 15.72878(W)     ADJUSTED  
 OF1615* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 OF1615  ___________________________________________________________________
 OF1615  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OF1615  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF1615
 OF1615  HORZ ORDER  -  SECOND
 OF1615
 OF1615.The horizontal coordinates were established by classical geodetic methods
 OF1615.and adjusted by the National Geodetic Survey in January 1999..
 OF1615
 OF1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1615
 OF1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1615
 OF1615.The geoid height was determined by GEOID03.
 OF1615
 OF1615;                    North         East     Units Scale Factor Converg.
 OF1615;SPC NY W     -   348,352.933   441,855.525   MT  1.00004126   +0 46 18.8
 OF1615;SPC NY W     - 1,142,887.91  1,449,654.33   sFT  1.00004126   +0 46 18.8
 OF1615;UTM  18      - 4,778,298.177   300,370.205   MT  1.00009027   -1 40 42.7
 OF1615
 OF1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1615!SPC NY W     -   0.99998111  x   1.00004126  =   1.00002237
 OF1615!UTM  18      -   0.99998111  x   1.00009027  =   1.00007138
 OF1615
 OF1615:                Primary Azimuth Mark                     Grid Az
 OF1615:SPC NY W     -  FAIRPORT STANDPIPE                       161 51 04.9
 OF1615:UTM  18      -  FAIRPORT STANDPIPE                       164 18 06.4
 OF1615
 OF1615|---------------------------------------------------------------------|
 OF1615| PID    Reference Object                     Distance      Geod. Az  |
 OF1615|                                                           dddmmss.s |
 OF1615| OF1445 FAIRPORT STANDPIPE                  APPROX. 4.2 KM 1623723.7 |
 OF1615| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX.14.2 KM 2685259.8 |
 OF1615|---------------------------------------------------------------------|
 OF1615
 OF1615                          SUPERSEDED SURVEY CONTROL
 OF1615
 OF1615  NAD 83(1986)-  43 07 51.98955(N)    077 27 15.72695(W) AD(       ) 2
 OF1615  NAD 27      -  43 07 51.76256(N)    077 27 16.74493(W) AD(       ) 2
 OF1615  NGVD 29 (07/19/86)  156.1    (m)          512.     (f) VERT ANG       
 OF1615
 OF1615.Superseded values are not recommended for survey control.
 OF1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1615.See file dsdata.txt to determine how the superseded data were derived.
 OF1615
 OF1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0037078298(NAD 83)
 OF1615_MARKER: DD = SURVEY DISK
 OF1615_SETTING: 0 = UNSPECIFIED SETTING
 OF1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1615
 OF1615  HISTORY     - Date     Condition        Report By
 OF1615  HISTORY     - 1970     MONUMENTED       NYDT
 OF1615  HISTORY     - 1988     GOOD             USPSQD
 OF1615
 OF1615                          STATION DESCRIPTION
 OF1615
 OF1615'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1615'LOCATED IN TOWN OF PENFIELD, ON NORTH SIDE OF PENFIELD ROAD, 1.1
 OF1615'MILES EAST OF INTERSECTION OF PENFIELD ROAD AND FIVE MILE LINE
 OF1615'ROAD, IN FRONT OF HOUSE 2050.
 OF1615'
 OF1615'30.54 FT EAST OF MON. 003.  (N.Y. GEOD. S.) 1935, 1942.
 OF1615'
 OF1615'21.64 FT EAST OF POLE RGE184 RTC205.
 OF1615'
 OF1615'82.14 FT SOUTHEAST OF S.W. CORNER OF HOUSE 2050.
 OF1615'
 OF1615'96.65 FT SOUTHWEST OF S.E. CORNER OF GARAGE.
 OF1615'
 OF1615'STATION IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD
 OF1615'BRASS DISK SET IN CONCRETE POST STAMPED 4-2-102 FLUSH WITH GROUND.
 OF1615
 OF1615                          STATION RECOVERY (1988)
 OF1615
 OF1615'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1607 ***********************************************************************
 OF1607  DESIGNATION -  4 2 103 NYSDOT 1970
 OF1607  PID         -  OF1607
 OF1607  STATE/COUNTY-  NY/MONROE
 OF1607  USGS QUAD   -  WEBSTER (1978)
 OF1607
 OF1607                         *CURRENT SURVEY CONTROL
 OF1607  ___________________________________________________________________
 OF1607* NAD 83(1996)-  43 07 50.54365(N)    077 26 51.14944(W)     ADJUSTED  
 OF1607* NAVD 88     -       149.3    (meters)     490.     (feet)  VERTCON   
 OF1607  ___________________________________________________________________
 OF1607  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 OF1607  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OF1607
 OF1607  HORZ ORDER  -  SECOND
 OF1607
 OF1607.The horizontal coordinates were established by classical geodetic methods
 OF1607.and adjusted by the National Geodetic Survey in January 1999..
 OF1607
 OF1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1607
 OF1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1607
 OF1607.The geoid height was determined by GEOID03.
 OF1607
 OF1607;                    North         East     Units Scale Factor Converg.
 OF1607;SPC NY W     -   348,316.086   442,411.642   MT  1.00004252   +0 46 35.6
 OF1607;SPC NY W     - 1,142,767.03  1,451,478.86   sFT  1.00004252   +0 46 35.6
 OF1607;UTM  18      - 4,778,237.584   300,924.264   MT  1.00008755   -1 40 25.8
 OF1607
 OF1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1607!SPC NY W     -   0.99998215  x   1.00004252  =   1.00002466
 OF1607!UTM  18      -   0.99998215  x   1.00008755  =   1.00006969
 OF1607
 OF1607:                Primary Azimuth Mark                     Grid Az
 OF1607:SPC NY W     -  4 2 104 NYSDOT 1970                      087 42 50.1
 OF1607:UTM  18      -  4 2 104 NYSDOT 1970                      090 09 51.5
 OF1607
 OF1607|---------------------------------------------------------------------|
 OF1607| PID    Reference Object                     Distance      Geod. Az  |
 OF1607|                                                           dddmmss.s |
 OF1607| OF1627 4 2 104 NYSDOT 1970                 APPROX. 0.5 KM 0882925.7 |
 OF1607|---------------------------------------------------------------------|
 OF1607
 OF1607                          SUPERSEDED SURVEY CONTROL
 OF1607
 OF1607  NAD 83(1986)-  43 07 50.55221(N)    077 26 51.14759(W) AD(       ) 2
 OF1607  NAD 27      -  43 07 50.32500(N)    077 26 52.16642(W) AD(       ) 2
 OF1607  NGVD 29 (07/19/86)  149.5    (m)          490.     (f) VERT ANG       
 OF1607
 OF1607.Superseded values are not recommended for survey control.
 OF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1607.See file dsdata.txt to determine how the superseded data were derived.
 OF1607
 OF1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0092478238(NAD 83)
 OF1607_MARKER: DD = SURVEY DISK
 OF1607_SETTING: 0 = UNSPECIFIED SETTING
 OF1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1607
 OF1607  HISTORY     - Date     Condition        Report By
 OF1607  HISTORY     - 1970     MONUMENTED       NYDT
 OF1607  HISTORY     - 1988     GOOD             USPSQD
 OF1607
 OF1607                          STATION DESCRIPTION
 OF1607
 OF1607'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1607'IN TOWN OF PENFIELD, ON SOUTH SIDE OF PENFIELD ROAD, 0.3 MILES
 OF1607'WEST OF INTERSECTION OF PENFIELD ROAD AND NINE MILE POINT ROAD.
 OF1607'
 OF1607'ALSO 1.46 MILES EAST OF INTERSECTION OF PENFIELD ROAD AND FIVE
 OF1607'MILE LINE ROAD, JUST EAST OF WOOD FRAME FARM HOUSE.
 OF1607'
 OF1607'80.50 FT EAST OF ONE STORY ADDITIONS N.E. CORNER.
 OF1607'
 OF1607'11.68 FT SOUTH EAST OF POLE RGE 192.
 OF1607'
 OF1607'12.38 FT NORTHEAST OF 12 IN MAPLE.
 OF1607'
 OF1607'STATION IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD
 OF1607'BRASS DISK IN CONCRETE POST STAMPED 4-2-103 FLUSH WITH GROUND.
 OF1607
 OF1607                          STATION RECOVERY (1988)
 OF1607
 OF1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (ESW)
 OF1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1627 ***********************************************************************
 OF1627  DESIGNATION -  4 2 104 NYSDOT 1970
 OF1627  PID         -  OF1627
 OF1627  STATE/COUNTY-  NY/MONROE
 OF1627  USGS QUAD   -  WEBSTER (1978)
 OF1627
 OF1627                         *CURRENT SURVEY CONTROL
 OF1627  ___________________________________________________________________
 OF1627* NAD 83(1996)-  43 07 50.98859(N)    077 26 28.06303(W)     ADJUSTED  
 OF1627* NAVD 88     -       149.7    (meters)     491.     (feet)  VERTCON   
 OF1627  ___________________________________________________________________
 OF1627  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OF1627  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF1627
 OF1627  HORZ ORDER  -  SECOND
 OF1627
 OF1627.The horizontal coordinates were established by classical geodetic methods
 OF1627.and adjusted by the National Geodetic Survey in January 1999..
 OF1627
 OF1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1627
 OF1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1627
 OF1627.The geoid height was determined by GEOID03.
 OF1627
 OF1627;                    North         East     Units Scale Factor Converg.
 OF1627;SPC NY W     -   348,336.908   442,933.233   MT  1.00004371   +0 46 51.4
 OF1627;SPC NY W     - 1,142,835.34  1,453,190.12   sFT  1.00004371   +0 46 51.4
 OF1627;UTM  18      - 4,778,236.087   301,446.291   MT  1.00008500   -1 40 10.1
 OF1627
 OF1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1627!SPC NY W     -   0.99998208  x   1.00004371  =   1.00002579
 OF1627!UTM  18      -   0.99998208  x   1.00008500  =   1.00006708
 OF1627
 OF1627|---------------------------------------------------------------------|
 OF1627| PID    Reference Object                     Distance      Geod. Az  |
 OF1627|                                                           dddmmss.s |
 OF1627| OF1602 PEN 2 AZ MK                         304.541 METERS 18353     |
 OF1627| OF1607 4 2 103 NYSDOT 1970                 APPROX. 0.5 KM 2682941.5 |
 OF1627|---------------------------------------------------------------------|
 OF1627
 OF1627                          SUPERSEDED SURVEY CONTROL
 OF1627
 OF1627  NAD 83(1986)-  43 07 50.99718(N)    077 26 28.06117(W) AD(       ) 2
 OF1627  NAD 27      -  43 07 50.76974(N)    077 26 29.08075(W) AD(       ) 2
 OF1627  NGVD 29 (07/19/86)  149.9    (m)          492.     (f) VERT ANG       
 OF1627
 OF1627.Superseded values are not recommended for survey control.
 OF1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1627.See file dsdata.txt to determine how the superseded data were derived.
 OF1627
 OF1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0144678236(NAD 83)
 OF1627_MARKER: DD = SURVEY DISK
 OF1627_SETTING: 0 = UNSPECIFIED SETTING
 OF1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1627
 OF1627  HISTORY     - Date     Condition        Report By
 OF1627  HISTORY     - 1970     MONUMENTED       NYDT
 OF1627  HISTORY     - 1984     GOOD             USPSQD
 OF1627  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 OF1627
 OF1627                          STATION DESCRIPTION
 OF1627
 OF1627'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1627'IN PENFIELD, AT NORTH EAST CORNER OF INTERSECTION OF PENFIELD
 OF1627'ROAD AND 9 MILE POINT ROAD.
 OF1627'
 OF1627'2.5 FT NORTH OF NORTH CURB LINE OF PENFIELD ROAD.
 OF1627'
 OF1627'16.5 FT SOUTH WEST OF NORTH END OF SOUTH ANGLE IRON POST OF
 OF1627'ROUTE SIGN.
 OF1627'
 OF1627'73.95 FT SOUTH EAST OF S.E. CORNER CONCRETE HEAD WALL.
 OF1627'
 OF1627'STATION IS (N.Y.S.D.O.T.) STANDARD BRASS DISK STAMPED (4-2-104)
 OF1627'IN TOP OF CONCRETE POST, 0.7 FEET BELOW GRADE.
 OF1627
 OF1627                          STATION RECOVERY (1984)
 OF1627
 OF1627'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1627'4-2-104 FOUND GOOD.
 OF1627'
 OF1627'WITNESS POST 1 FOOT NORTH.
 OF1627
 OF1627                          STATION RECOVERY (2003)
 OF1627
 OF1627'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJE)
 OF1627'ROUTE 250 AND ROUTE 441 WERE RECONSTRUCTED IN 2002-2003 CONSTRUCTION
 OF1627'SEASON. ROADS ARE MUCH WIDER AND THUS MARKS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1930 ***********************************************************************
 OF1930  DESIGNATION -  4 2 131 NYSDOT 1972
 OF1930  PID         -  OF1930
 OF1930  STATE/COUNTY-  NY/MONROE
 OF1930  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1930
 OF1930                         *CURRENT SURVEY CONTROL
 OF1930  ___________________________________________________________________
 OF1930* NAD 83(1996)-  43 11 46.89576(N)    077 34 35.27254(W)     ADJUSTED  
 OF1930* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 OF1930  ___________________________________________________________________
 OF1930  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 OF1930  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF1930
 OF1930  HORZ ORDER  -  SECOND
 OF1930
 OF1930.The horizontal coordinates were established by classical geodetic methods
 OF1930.and adjusted by the National Geodetic Survey in January 1999..
 OF1930
 OF1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1930
 OF1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1930
 OF1930.The geoid height was determined by GEOID03.
 OF1930
 OF1930;                    North         East     Units Scale Factor Converg.
 OF1930;SPC NY W     -   355,475.416   431,834.285   MT  1.00001985   +0 41 21.3
 OF1930;SPC NY W     - 1,166,255.59  1,416,776.32   sFT  1.00001985   +0 41 21.3
 OF1930;UTM  18      - 4,785,843.498   290,662.033   MT  1.00013911   -1 45 51.2
 OF1930
 OF1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1930!SPC NY W     -   0.99998481  x   1.00001985  =   1.00000466
 OF1930!UTM  18      -   0.99998481  x   1.00013911  =   1.00012391
 OF1930
 OF1930:                Primary Azimuth Mark                     Grid Az
 OF1930:SPC NY W     -  4 2 137 NYSDOT 1972                      262 26 13.4
 OF1930:UTM  18      -  4 2 137 NYSDOT 1972                      264 53 25.9
 OF1930
 OF1930|---------------------------------------------------------------------|
 OF1930| PID    Reference Object                     Distance      Geod. Az  |
 OF1930|                                                           dddmmss.s |
 OF1930| OF1925 4 2 137 NYSDOT 1972                 APPROX. 0.7 KM 2630734.7 |
 OF1930| OF1993 TP 9028                             307.965 METERS 33930     |
 OF1930| OF1929 TEMP PT 9024 2                      320.015 METERS 35002     |
 OF1930|---------------------------------------------------------------------|
 OF1930
 OF1930                          SUPERSEDED SURVEY CONTROL
 OF1930
 OF1930  NAD 83(1986)-  43 11 46.90295(N)    077 34 35.27158(W) AD(       ) 2
 OF1930  NAD 27      -  43 11 46.67861(N)    077 34 36.26957(W) AD(       ) 2
 OF1930  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG       
 OF1930
 OF1930.Superseded values are not recommended for survey control.
 OF1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1930.See file dsdata.txt to determine how the superseded data were derived.
 OF1930
 OF1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9066285843(NAD 83)
 OF1930_MARKER: DD = SURVEY DISK
 OF1930_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1930
 OF1930  HISTORY     - Date     Condition        Report By
 OF1930  HISTORY     - 1972     MONUMENTED       NYDT
 OF1930  HISTORY     - 1976     GOOD             NY-055
 OF1930
 OF1930                          STATION DESCRIPTION
 OF1930
 OF1930'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1930'IN THE TOWN OF IRONDEQUOIT, IN GRASS MALL OF KEELER STREET
 OF1930'EXPRESSWAY (RT. 104) EAST OF GOODMAN STREET OVERPASS.
 OF1930'
 OF1930'15.7 FT S.E. OF N. END OF GUARD RAIL
 OF1930'
 OF1930'19.3 FT N.E. OF S. END OF GUARD RAIL
 OF1930'
 OF1930'2.4 FT S. OF MONROE COUNTY WITNESS POST.
 OF1930'
 OF1930'A NYDT   STANDARD BRONZE DISK STAMPED 4-2-131 IN THE TOP OF A
 OF1930'CONCRETE POST 0.3 FT ABOVE GRADE.
 OF1930
 OF1930                          STATION RECOVERY (1976)
 OF1930
 OF1930'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1930'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1925 ***********************************************************************
 OF1925  DESIGNATION -  4 2 137 NYSDOT 1972
 OF1925  PID         -  OF1925
 OF1925  STATE/COUNTY-  NY/MONROE
 OF1925  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1925
 OF1925                         *CURRENT SURVEY CONTROL
 OF1925  ___________________________________________________________________
 OF1925* NAD 83(1996)-  43 11 44.35498(N)    077 35 04.06932(W)     ADJUSTED  
 OF1925* NAVD 88     -       135.2    (meters)     444.     (feet)  VERTCON   
 OF1925  ___________________________________________________________________
 OF1925  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 OF1925  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF1925
 OF1925  HORZ ORDER  -  SECOND
 OF1925
 OF1925.The horizontal coordinates were established by classical geodetic methods
 OF1925.and adjusted by the National Geodetic Survey in January 1999..
 OF1925
 OF1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1925
 OF1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1925
 OF1925.The geoid height was determined by GEOID03.
 OF1925
 OF1925;                    North         East     Units Scale Factor Converg.
 OF1925;SPC NY W     -   355,389.221   431,185.081   MT  1.00001855   +0 41 01.5
 OF1925;SPC NY W     - 1,165,972.80  1,414,646.39   sFT  1.00001855   +0 41 01.5
 OF1925;UTM  18      - 4,785,785.166   290,009.655   MT  1.00014248   -1 46 10.9
 OF1925
 OF1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1925!SPC NY W     -   0.99998440  x   1.00001855  =   1.00000295
 OF1925!UTM  18      -   0.99998440  x   1.00014248  =   1.00012688
 OF1925
 OF1925:                Primary Azimuth Mark                     Grid Az
 OF1925:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            248 12 57.0
 OF1925:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            250 40 09.4
 OF1925
 OF1925|---------------------------------------------------------------------|
 OF1925| PID    Reference Object                     Distance      Geod. Az  |
 OF1925|                                                           dddmmss.s |
 OF1925| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 7.7 KM 2485358.5 |
 OF1925|---------------------------------------------------------------------|
 OF1925
 OF1925                          SUPERSEDED SURVEY CONTROL
 OF1925
 OF1925  NAD 83(1986)-  43 11 44.36222(N)    077 35 04.06844(W) AD(       ) 2
 OF1925  NAD 27      -  43 11 44.13773(N)    077 35 05.06610(W) AD(       ) 2
 OF1925  NGVD 29 (07/19/86)  135.4    (m)          444.     (f) VERT ANG       
 OF1925
 OF1925.Superseded values are not recommended for survey control.
 OF1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1925.See file dsdata.txt to determine how the superseded data were derived.
 OF1925
 OF1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9001085785(NAD 83)
 OF1925_MARKER: DD = SURVEY DISK
 OF1925_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1925
 OF1925  HISTORY     - Date     Condition        Report By
 OF1925  HISTORY     - 1972     MONUMENTED       NYDT
 OF1925  HISTORY     - 1976     GOOD             NY-055
 OF1925
 OF1925                          STATION DESCRIPTION
 OF1925
 OF1925'DESCRIBED BY NY DEPT OF TRANSP 1972 (JFC)
 OF1925'IN THE TOWN OF IRONDEQUOIT ON THE S.E. CORNER PORTLAND AVENUE AND
 OF1925'ROUTE 104 WEST BOUND EXIT.
 OF1925'
 OF1925'34.0 FT S. OF CENTERLINE OF ROUTE 104 WESTBOUND EXIT
 OF1925'
 OF1925'39.4 FT E. OF CENTERLINE OF PORTLAND AVENUE
 OF1925'
 OF1925'40.8 FT N.E. OF TRAFFIC SENSOR POLE
 OF1925'
 OF1925'14.0 FT S.W. OF CONCRETE FOOTING FOR SIGNAL LIGHT CONTROL BOX.
 OF1925'
 OF1925'2.8 FT W. OF MCWP
 OF1925'
 OF1925'A NYDT   GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4-2-137
 OF1925'IN THE TOP OF A CONCRETE POST FLUSH
 OF1925
 OF1925                          STATION RECOVERY (1976)
 OF1925
 OF1925'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1925'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1923 ***********************************************************************
 OF1923  DESIGNATION -  4 2 138 NYSDOT 1972
 OF1923  PID         -  OF1923
 OF1923  STATE/COUNTY-  NY/MONROE
 OF1923  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1923
 OF1923                         *CURRENT SURVEY CONTROL
 OF1923  ___________________________________________________________________
 OF1923* NAD 83(1996)-  43 11 36.48424(N)    077 35 30.81500(W)     ADJUSTED  
 OF1923* NAVD 88     -       142.1    (meters)     466.     (feet)  VERTCON   
 OF1923  ___________________________________________________________________
 OF1923  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 OF1923  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1923
 OF1923  HORZ ORDER  -  SECOND
 OF1923
 OF1923.The horizontal coordinates were established by classical geodetic methods
 OF1923.and adjusted by the National Geodetic Survey in January 1999..
 OF1923
 OF1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1923
 OF1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1923
 OF1923.The geoid height was determined by GEOID03.
 OF1923
 OF1923;                    North         East     Units Scale Factor Converg.
 OF1923;SPC NY W     -   355,139.162   430,584.118   MT  1.00001736   +0 40 43.1
 OF1923;SPC NY W     - 1,165,152.40  1,412,674.73   sFT  1.00001736   +0 40 43.1
 OF1923;UTM  18      - 4,785,561.033   289,398.463   MT  1.00014564   -1 46 28.9
 OF1923
 OF1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1923!SPC NY W     -   0.99998331  x   1.00001736  =   1.00000067
 OF1923!UTM  18      -   0.99998331  x   1.00014564  =   1.00012895
 OF1923
 OF1923:                Primary Azimuth Mark                     Grid Az
 OF1923:SPC NY W     -  IRONDEQUOIT TOWN HALL DOME               021 00 42.8
 OF1923:UTM  18      -  IRONDEQUOIT TOWN HALL DOME               023 27 54.8
 OF1923
 OF1923|---------------------------------------------------------------------|
 OF1923| PID    Reference Object                     Distance      Geod. Az  |
 OF1923|                                                           dddmmss.s |
 OF1923| OF1878 IRONDEQUOIT TOWN HALL DOME          APPROX. 2.2 KM 0214125.9 |
 OF1923| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 7.1 KM 2485808.5 |
 OF1923| OF1922 1320 MCGS 1972                      393.012 METERS 35151     |
 OF1923|---------------------------------------------------------------------|
 OF1923
 OF1923                          SUPERSEDED SURVEY CONTROL
 OF1923
 OF1923  NAD 83(1986)-  43 11 36.49153(N)    077 35 30.81422(W) AD(       ) 2
 OF1923  NAD 27      -  43 11 36.26675(N)    077 35 31.81137(W) AD(       ) 2
 OF1923  NGVD 29 (07/19/86)  142.3    (m)          467.     (f) VERT ANG       
 OF1923
 OF1923.Superseded values are not recommended for survey control.
 OF1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1923.See file dsdata.txt to determine how the superseded data were derived.
 OF1923
 OF1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8939885561(NAD 83)
 OF1923_MARKER: DD = SURVEY DISK
 OF1923_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1923
 OF1923  HISTORY     - Date     Condition        Report By
 OF1923  HISTORY     - 1972     MONUMENTED       NYDT
 OF1923  HISTORY     - 1976     GOOD             NY-055
 OF1923
 OF1923                          STATION DESCRIPTION
 OF1923
 OF1923'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1923'IN THE TOWN OF IRONDEQUOIT, IN GRASS MALL OF KEELER STREET
 OF1923'EXPRESSWAY (RT. 104) EAST OF CARTER STREET OVERPASS.
 OF1923'
 OF1923'18.9 FT S.E. OF S.E. CORNER OF N. BRIDGE ABUTMENT
 OF1923'
 OF1923'16.8 FT N.E. OF N.E. CORNER OF S. BRIDGE ABUTMENT
 OF1923'
 OF1923'3.0 FT W. OF MONROE COUNTY WITNESS POST
 OF1923'
 OF1923'A NYDT   STANDARD BRONZE DISK STAMPED 4-2-138 IN THE TOP OF
 OF1923'A CONCRETE POST 0.2 FT. ABOVE GRADE.
 OF1923
 OF1923                          STATION RECOVERY (1976)
 OF1923
 OF1923'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1923'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1644 ***********************************************************************
 OF1644  DESIGNATION -  4 2 154 NYSOOT 1972
 OF1644  PID         -  OF1644
 OF1644  STATE/COUNTY-  NY/MONROE
 OF1644  USGS QUAD   -  WEBSTER (1978)
 OF1644
 OF1644                         *CURRENT SURVEY CONTROL
 OF1644  ___________________________________________________________________
 OF1644* NAD 83(1996)-  43 12 52.05817(N)    077 28 29.92694(W)     ADJUSTED  
 OF1644* NAVD 88     -       125.2    (meters)     411.     (feet)  VERTCON   
 OF1644  ___________________________________________________________________
 OF1644  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 OF1644  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1644
 OF1644  HORZ ORDER  -  SECOND
 OF1644
 OF1644.The horizontal coordinates were established by classical geodetic methods
 OF1644.and adjusted by the National Geodetic Survey in January 1999..
 OF1644
 OF1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1644
 OF1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1644
 OF1644.The geoid height was determined by GEOID03.
 OF1644
 OF1644;                    North         East     Units Scale Factor Converg.
 OF1644;SPC NY W     -   357,590.471   440,056.003   MT  1.00003723   +0 45 32.3
 OF1644;SPC NY W     - 1,173,194.74  1,443,750.40   sFT  1.00003723   +0 45 32.3
 OF1644;UTM  18      - 4,787,604.760   298,967.512   MT  1.00009717   -1 41 42.9
 OF1644
 OF1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1644!SPC NY W     -   0.99998597  x   1.00003723  =   1.00002320
 OF1644!UTM  18      -   0.99998597  x   1.00009717  =   1.00008314
 OF1644
 OF1644                          SUPERSEDED SURVEY CONTROL
 OF1644
 OF1644  NAD 83(1986)-  43 12 52.06681(N)    077 28 29.92548(W) AD(       ) 2
 OF1644  NAD 27      -  43 12 51.84140(N)    077 28 30.93680(W) AD(       ) 2
 OF1644  NGVD 29 (07/19/86)  125.4    (m)          411.     (f) VERT ANG       
 OF1644
 OF1644.Superseded values are not recommended for survey control.
 OF1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1644.See file dsdata.txt to determine how the superseded data were derived.
 OF1644
 OF1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9896887605(NAD 83)
 OF1644_MARKER: DD = SURVEY DISK
 OF1644_SETTING: 0 = UNSPECIFIED SETTING
 OF1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1644
 OF1644  HISTORY     - Date     Condition        Report By
 OF1644  HISTORY     - 1972     MONUMENTED       NYDT
 OF1644
 OF1644                          STATION DESCRIPTION
 OF1644
 OF1644'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1644'IN WEBSTER, IN THE NE CORNER OF THE INTERSECTION OF 5 MILE LINE
 OF1644'RD. (RT. 18) AND THE IRONDEQUOIT-WAYNE COUNTY EXPRESSWAY (NEW
 OF1644'RT. 104)
 OF1644'
 OF1644'46.7 FT E. OF THE CENTERLINE OF 5 MILE LINE RD.
 OF1644'
 OF1644'21.8 FT N. OF THE NE CORNER OF THE E. WING WALL OVER THE WEST
 OF1644'BOUND LANE BRIDGE
 OF1644'
 OF1644'14.5 FT E. OF E. CURB FACE
 OF1644'
 OF1644'1.0 FT W. OF A MONROE COUNTY WITNESS SIGN.
 OF1644'
 OF1644'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-154 IN THE TOP
 OF1644'OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2022 ***********************************************************************
 OF2022  DESIGNATION -  4 2 24 NYSDPW 1969
 OF2022  PID         -  OF2022
 OF2022  STATE/COUNTY-  NY/MONROE
 OF2022  USGS QUAD   -  PITTSFORD (1978)
 OF2022
 OF2022                         *CURRENT SURVEY CONTROL
 OF2022  ___________________________________________________________________
 OF2022* NAD 83(1996)-  43 03 31.14554(N)    077 33 21.20728(W)     ADJUSTED  
 OF2022* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 OF2022  ___________________________________________________________________
 OF2022  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OF2022  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF2022
 OF2022  HORZ ORDER  -  SECOND
 OF2022
 OF2022.The horizontal coordinates were established by classical geodetic methods
 OF2022.and adjusted by the National Geodetic Survey in January 1999..
 OF2022
 OF2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2022
 OF2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2022
 OF2022.The geoid height was determined by GEOID03.
 OF2022
 OF2022;                    North         East     Units Scale Factor Converg.
 OF2022;SPC NY W     -   340,197.785   433,694.000   MT  1.00002364   +0 42 05.5
 OF2022;SPC NY W     - 1,116,132.23  1,422,877.73   sFT  1.00002364   +0 42 05.5
 OF2022;UTM  18      - 4,770,498.573   291,867.018   MT  1.00013294   -1 44 44.3
 OF2022
 OF2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2022!SPC NY W     -   0.99997457  x   1.00002364  =   0.99999821
 OF2022!UTM  18      -   0.99997457  x   1.00013294  =   1.00010750
 OF2022
 OF2022:                Primary Azimuth Mark                     Grid Az
 OF2022:SPC NY W     -  4 2 25 NYSDPW 1969                       034 36 04.7
 OF2022:UTM  18      -  4 2 25 NYSDPW 1969                       037 02 54.5
 OF2022
 OF2022|---------------------------------------------------------------------|
 OF2022| PID    Reference Object                     Distance      Geod. Az  |
 OF2022|                                                           dddmmss.s |
 OF2022| OF2019 4 2 25 NYSDPW 1969                  APPROX. 0.5 KM 0351810.2 |
 OF2022|---------------------------------------------------------------------|
 OF2022
 OF2022                          SUPERSEDED SURVEY CONTROL
 OF2022
 OF2022  NAD 83(1986)-  43 03 31.15351(N)    077 33 21.20521(W) AD(       ) 2
 OF2022  NAD 27      -  43 03 30.92721(N)    077 33 22.21172(W) AD(       ) 2
 OF2022  NGVD 29 (07/19/86)  197.6    (m)          648.     (f) VERT ANG       
 OF2022
 OF2022.Superseded values are not recommended for survey control.
 OF2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2022.See file dsdata.txt to determine how the superseded data were derived.
 OF2022
 OF2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9186770499(NAD 83)
 OF2022_MARKER: DD = SURVEY DISK
 OF2022_SETTING: 0 = UNSPECIFIED SETTING
 OF2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2022
 OF2022  HISTORY     - Date     Condition        Report By
 OF2022  HISTORY     - 1969     MONUMENTED       NYDPW
 OF2022
 OF2022                          STATION DESCRIPTION
 OF2022
 OF2022'DESCRIBED BY NY DEPT OF PUB WORKS 1969 (GWM)
 OF2022'IN PITTSFORD ALONG CLOVER STREET
 OF2022'
 OF2022'0.2 MILE SOUTHEAST OF WILLARD ROAD
 OF2022'
 OF2022'25.1 FEET SOUTHEAST OF THE CENTER OF CLOVER STREET
 OF2022'
 OF2022'1.04 MILE EAST OF STATION LOVEJOY 1969
 OF2022'
 OF2022'114.0 FEET NORTHEAST OF POLE RG AND E 155
 OF2022'
 OF2022'141.4 FEET NORTHEAST OF ROAD SIGN 65 AND 253
 OF2022'
 OF2022'81.4 FEET SOUTH OF HIGHWAY STATION 65 4303 1090
 OF2022'
 OF2022'STATION IS A NYSDPW SURVEY STANDARD DISK STAMPED 4-2-24 AND
 OF2022'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2019 ***********************************************************************
 OF2019  DESIGNATION -  4 2 25 NYSDPW 1969
 OF2019  PID         -  OF2019
 OF2019  STATE/COUNTY-  NY/MONROE
 OF2019  USGS QUAD   -  PITTSFORD (1978)
 OF2019
 OF2019                         *CURRENT SURVEY CONTROL
 OF2019  ___________________________________________________________________
 OF2019* NAD 83(1996)-  43 03 45.18692(N)    077 33 07.64680(W)     ADJUSTED  
 OF2019* NAVD 88     -       193.5    (meters)     635.     (feet)  VERTCON   
 OF2019  ___________________________________________________________________
 OF2019  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 OF2019  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF2019
 OF2019  HORZ ORDER  -  SECOND
 OF2019
 OF2019.The horizontal coordinates were established by classical geodetic methods
 OF2019.and adjusted by the National Geodetic Survey in January 1999..
 OF2019
 OF2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2019
 OF2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2019
 OF2019.The geoid height was determined by GEOID03.
 OF2019
 OF2019;                    North         East     Units Scale Factor Converg.
 OF2019;SPC NY W     -   340,634.835   433,995.515   MT  1.00002426   +0 42 14.9
 OF2019;SPC NY W     - 1,117,566.12  1,423,866.95   sFT  1.00002426   +0 42 14.9
 OF2019;UTM  18      - 4,770,922.396   292,186.956   MT  1.00013130   -1 44 35.5
 OF2019
 OF2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2019!SPC NY W     -   0.99997518  x   1.00002426  =   0.99999944
 OF2019!UTM  18      -   0.99997518  x   1.00013130  =   1.00010648
 OF2019
 OF2019:                Primary Azimuth Mark                     Grid Az
 OF2019:SPC NY W     -  4 2 24 NYSDPW 1969                       214 36 04.5
 OF2019:UTM  18      -  4 2 24 NYSDPW 1969                       217 02 54.9
 OF2019
 OF2019|---------------------------------------------------------------------|
 OF2019| PID    Reference Object                     Distance      Geod. Az  |
 OF2019|                                                           dddmmss.s |
 OF2019| OF2022 4 2 24 NYSDPW 1969                  APPROX. 0.5 KM 2151819.4 |
 OF2019| OF2037 LOVEJOY                             APPROX. 2.0 KM 2635114.2 |
 OF2019|---------------------------------------------------------------------|
 OF2019
 OF2019                          SUPERSEDED SURVEY CONTROL
 OF2019
 OF2019  NAD 83(1986)-  43 03 45.19492(N)    077 33 07.64477(W) AD(       ) 2
 OF2019  NAD 27      -  43 03 44.96863(N)    077 33 08.65158(W) AD(       ) 2
 OF2019  NGVD 29 (07/19/86)  193.7    (m)          635.     (f) VERT ANG       
 OF2019
 OF2019.Superseded values are not recommended for survey control.
 OF2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2019.See file dsdata.txt to determine how the superseded data were derived.
 OF2019
 OF2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9218770922(NAD 83)
 OF2019_MARKER: DD = SURVEY DISK
 OF2019_SETTING: 0 = UNSPECIFIED SETTING
 OF2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2019
 OF2019  HISTORY     - Date     Condition        Report By
 OF2019  HISTORY     - 1969     MONUMENTED       NYDPW
 OF2019
 OF2019                          STATION DESCRIPTION
 OF2019
 OF2019'DESCRIBED BY NY DEPT OF PUB WORKS 1969 (GWM)
 OF2019'IN PITTSFORD ALONG CLOVER STREET
 OF2019'
 OF2019'0.1 MILE NORTHEAST OF WILLARD ROAD
 OF2019'
 OF2019'26.6 FEET SOUTHEAST OF CENTER OF CLOVER STREET
 OF2019'
 OF2019'1.23 MILES EAST NORTHEAST OF STATION LOVEJOY 1969
 OF2019'
 OF2019'62.0 FEET NORTH EAST OF SIGN
 OF2019'
 OF2019'9.3 FEET SOUTHWEST OF CENTER OF DRAIN
 OF2019'
 OF2019'19.6 FEET SOUTHWEST OF POLE RG AND E 149
 OF2019'
 OF2019'STATION IS A NYSDPW SURVEY STANDARD DISK STAMPED 4-2-25 AND
 OF2019'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1483 ***********************************************************************
 OF1483  DESIGNATION -  4 2 62
 OF1483  PID         -  OF1483
 OF1483  STATE/COUNTY-  NY/MONROE
 OF1483  USGS QUAD   -  FAIRPORT (1978)
 OF1483
 OF1483                         *CURRENT SURVEY CONTROL
 OF1483  ___________________________________________________________________
 OF1483* NAD 83(1996)-  43 05 26.75541(N)    077 26 31.85791(W)     ADJUSTED  
 OF1483* NAVD 88     -       168.6    (meters)     553.     (feet)  VERTCON   
 OF1483  ___________________________________________________________________
 OF1483  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OF1483  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF1483
 OF1483  HORZ ORDER  -  SECOND
 OF1483
 OF1483.The horizontal coordinates were established by classical geodetic methods
 OF1483.and adjusted by the National Geodetic Survey in January 1999..
 OF1483
 OF1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1483
 OF1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1483
 OF1483.The geoid height was determined by GEOID03.
 OF1483
 OF1483;                    North         East     Units Scale Factor Converg.
 OF1483;SPC NY W     -   343,884.966   442,908.054   MT  1.00004365   +0 46 46.7
 OF1483;SPC NY W     - 1,128,229.26  1,453,107.51   sFT  1.00004365   +0 46 46.7
 OF1483;SPC NY C     -   343,610.892   180,075.949   MT  0.99999763   -0 35 12.3
 OF1483;SPC NY C     - 1,127,330.07    590,799.18   sFT  0.99999763   -0 35 12.3
 OF1483;UTM  18      - 4,773,789.103   301,230.856   MT  1.00008606   -1 40 08.2
 OF1483
 OF1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1483!SPC NY W     -   0.99997910  x   1.00004365  =   1.00002275
 OF1483!SPC NY C     -   0.99997910  x   0.99999763  =   0.99997673
 OF1483!UTM  18      -   0.99997910  x   1.00008606  =   1.00006516
 OF1483
 OF1483|---------------------------------------------------------------------|
 OF1483| PID    Reference Object                     Distance      Geod. Az  |
 OF1483|                                                           dddmmss.s |
 OF1483| OF1478 4721                                314.908 METERS 00308     |
 OF1483| OF1450 012 MCGS 1969                       APPROX. 0.8 KM 1790721.4 |
 OF1483|---------------------------------------------------------------------|
 OF1483
 OF1483                          SUPERSEDED SURVEY CONTROL
 OF1483
 OF1483  NAD 83(1986)-  43 05 26.76394(N)    077 26 31.85582(W) AD(       ) 2
 OF1483  NAD 27      -  43 05 26.53690(N)    077 26 32.87684(W) AD(       ) 2
 OF1483  NGVD 29 (07/19/86)  168.8    (m)          554.     (f) VERT ANG       
 OF1483
 OF1483.Superseded values are not recommended for survey control.
 OF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1483.See file dsdata.txt to determine how the superseded data were derived.
 OF1483
 OF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0123173789(NAD 83)
 OF1483_MARKER: DD = SURVEY DISK
 OF1483_SETTING: 0 = UNSPECIFIED SETTING
 OF1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1483
 OF1483  HISTORY     - Date     Condition        Report By
 OF1483  HISTORY     - 1973     MONUMENTED       NYDT
 OF1483
 OF1483                          STATION DESCRIPTION
 OF1483
 OF1483'DESCRIBED BY NY DEPT OF TRANSP 1973 (JEG)
 OF1483'IN THE TOWN OF PERINTON, IN THE NORTHWEST CORNER OF THE
 OF1483'INTERSECTION OF HULBURT RD. AND MOSLEY RD. (RT.250)
 OF1483'
 OF1483'62.8 FT N. OF CENTERLINE OF HULBERT RD.
 OF1483'
 OF1483'31.9 FT W. OF CENTERLINE OF MOSLEY RD.
 OF1483'
 OF1483'7.2 FT NW OF UTILITY POLE FMC 48-35, 220RTC35
 OF1483'
 OF1483'36.1 FT NW OF MANHOLE
 OF1483'
 OF1483'59.8 FT NE OF UTILITY POLE FM 43-1/2, RTC 1/2
 OF1483'
 OF1483'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-62 IN THE TOP
 OF1483'OF A CONCRETE POST COVERED 0.2 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1480 ***********************************************************************
 OF1480  DESIGNATION -  4 2 63
 OF1480  PID         -  OF1480
 OF1480  STATE/COUNTY-  NY/MONROE
 OF1480  USGS QUAD   -  FAIRPORT (1978)
 OF1480
 OF1480                         *CURRENT SURVEY CONTROL
 OF1480  ___________________________________________________________________
 OF1480* NAD 83(1996)-  43 04 58.37345(N)    077 26 31.23332(W)     ADJUSTED  
 OF1480* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 OF1480  ___________________________________________________________________
 OF1480  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 OF1480  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1480
 OF1480  HORZ ORDER  -  SECOND
 OF1480
 OF1480.The horizontal coordinates were established by classical geodetic methods
 OF1480.and adjusted by the National Geodetic Survey in January 1999..
 OF1480
 OF1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1480
 OF1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1480
 OF1480.The geoid height was determined by GEOID03.
 OF1480
 OF1480;                    North         East     Units Scale Factor Converg.
 OF1480;SPC NY W     -   343,009.346   442,934.098   MT  1.00004371   +0 46 46.7
 OF1480;SPC NY W     - 1,125,356.50  1,453,192.95   sFT  1.00004371   +0 46 46.7
 OF1480;SPC NY C     -   342,734.940   180,081.108   MT  0.99999762   -0 35 11.6
 OF1480;SPC NY C     - 1,124,456.22    590,816.10   sFT  0.99999762   -0 35 11.6
 OF1480;UTM  18      - 4,772,913.133   301,219.470   MT  1.00008611   -1 40 06.9
 OF1480
 OF1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1480!SPC NY W     -   0.99997681  x   1.00004371  =   1.00002051
 OF1480!SPC NY C     -   0.99997681  x   0.99999762  =   0.99997443
 OF1480!UTM  18      -   0.99997681  x   1.00008611  =   1.00006291
 OF1480
 OF1480:                Primary Azimuth Mark                     Grid Az
 OF1480:SPC NY W     -  4720                                     182 48 04.9
 OF1480:SPC NY C     -  4720                                     184 10 03.2
 OF1480:UTM  18      -  4720                                     185 14 58.5
 OF1480
 OF1480|---------------------------------------------------------------------|
 OF1480| PID    Reference Object                     Distance      Geod. Az  |
 OF1480|                                                           dddmmss.s |
 OF1480| OF1488 4720                                415.729 METERS 1833451.6 |
 OF1480| OF1450 012 MCGS 1969                        48.939 METERS 35817     |
 OF1480|---------------------------------------------------------------------|
 OF1480
 OF1480                          SUPERSEDED SURVEY CONTROL
 OF1480
 OF1480  NAD 83(1986)-  43 04 58.38197(N)    077 26 31.23118(W) AD(       ) 2
 OF1480  NAD 27      -  43 04 58.15447(N)    077 26 32.25238(W) AD(       ) 2
 OF1480  NGVD 29 (07/19/86)  183.4    (m)          602.     (f) VERT ANG       
 OF1480
 OF1480.Superseded values are not recommended for survey control.
 OF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1480.See file dsdata.txt to determine how the superseded data were derived.
 OF1480
 OF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0121972913(NAD 83)
 OF1480_MARKER: DD = SURVEY DISK
 OF1480_SETTING: 0 = UNSPECIFIED SETTING
 OF1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1480
 OF1480  HISTORY     - Date     Condition        Report By
 OF1480  HISTORY     - 1973     MONUMENTED       NYDT
 OF1480
 OF1480                          STATION DESCRIPTION
 OF1480
 OF1480'DESCRIBED BY NY DEPT OF TRANSP 1973 (JEG)
 OF1480'IN THE TOWN OF PERINTON, ON THE EAST SIDE OF MOSLEY RD.
 OF1480'(RT.250), 0.28 MI. N. OF AYRAULT RD. (RT.021) AND 0.54 MI. S.
 OF1480'OF HULBURT RD.
 OF1480'
 OF1480'25.5 FT E. OF CENTERLINE OF MOSLEY RD.
 OF1480'
 OF1480'20 FT + OR - S. OF SOUTH RANGELINE OF HOUSE 222
 OF1480'
 OF1480'3.3 FT W. OF UTILITY POLE FMC 29-17-A
 OF1480'
 OF1480'6.1 FT SW OF SOUTH END OF A SPLIT RAIL FENCE
 OF1480'
 OF1480'10.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1480'
 OF1480'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-63 IN THE
 OF1480'TOP OF A CONCRETE POST COVERED 0.5 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1945 ***********************************************************************
 OF1945  DESIGNATION -  4 2 66 NYSDOT 1971
 OF1945  PID         -  OF1945
 OF1945  STATE/COUNTY-  NY/MONROE
 OF1945  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1945
 OF1945                         *CURRENT SURVEY CONTROL
 OF1945  ___________________________________________________________________
 OF1945* NAD 83(1996)-  43 10 37.64908(N)    077 32 12.67184(W)     ADJUSTED  
 OF1945* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 OF1945  ___________________________________________________________________
 OF1945  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 OF1945  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF1945
 OF1945  HORZ ORDER  -  SECOND
 OF1945
 OF1945.The horizontal coordinates were established by classical geodetic methods
 OF1945.and adjusted by the National Geodetic Survey in January 1999..
 OF1945
 OF1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1945
 OF1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1945
 OF1945.The geoid height was determined by GEOID03.
 OF1945
 OF1945;                    North         East     Units Scale Factor Converg.
 OF1945;SPC NY W     -   353,378.060   435,080.470   MT  1.00002652   +0 42 58.0
 OF1945;SPC NY W     - 1,159,374.52  1,427,426.51   sFT  1.00002652   +0 42 58.0
 OF1945;UTM  18      - 4,783,608.885   293,815.817   MT  1.00012299   -1 44 11.3
 OF1945
 OF1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1945!SPC NY W     -   0.99998690  x   1.00002652  =   1.00001342
 OF1945!UTM  18      -   0.99998690  x   1.00012299  =   1.00010989
 OF1945
 OF1945|---------------------------------------------------------------------|
 OF1945| PID    Reference Object                     Distance      Geod. Az  |
 OF1945|                                                           dddmmss.s |
 OF1945| OF1948 4 2 67 NYSDOT 1971                  157.248 METERS 10436     |
 OF1945| OF1942 TEMP PT 9001                        450.040 METERS 2623554.8 |
 OF1945|---------------------------------------------------------------------|
 OF1945
 OF1945                          SUPERSEDED SURVEY CONTROL
 OF1945
 OF1945  NAD 83(1986)-  43 10 37.65764(N)    077 32 12.67145(W) AD(       ) 2
 OF1945  NAD 27      -  43 10 37.43346(N)    077 32 13.67805(W) AD(       ) 2
 OF1945  NGVD 29 (07/19/86)  119.4    (m)          392.     (f) VERT ANG       
 OF1945
 OF1945.Superseded values are not recommended for survey control.
 OF1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1945.See file dsdata.txt to determine how the superseded data were derived.
 OF1945
 OF1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9381683609(NAD 83)
 OF1945_MARKER: DD = SURVEY DISK
 OF1945_SETTING: 0 = UNSPECIFIED SETTING
 OF1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1945
 OF1945  HISTORY     - Date     Condition        Report By
 OF1945  HISTORY     - 1971     MONUMENTED       NYDT
 OF1945
 OF1945                          STATION DESCRIPTION
 OF1945
 OF1945'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF1945'IN THE TOWN OF IRONDEQUOIT, AT INTERSECTION OF EMPIRE BLVD AND
 OF1945'ORCHARD PARK BLVD.
 OF1945'
 OF1945'33.8 SE OF C/L OF ORCHARD PARK MALL
 OF1945'
 OF1945'28.6 FT N. OF C/L OF EMPIRE BLVD.
 OF1945'
 OF1945'4.0 FT N. OF EDGE OF PAVEMENT.
 OF1945'
 OF1945'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1945'
 OF1945'35.9 FT W. OF POLE 54, 708, 127A
 OF1945'
 OF1945'A N.Y.S.D.O.T. SURVEY STANDARD BRONZE DISK STAMPED 4-2-66 IN
 OF1945'THE TOP OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1948 ***********************************************************************
 OF1948  DESIGNATION -  4 2 67 NYSDOT 1971
 OF1948  PID         -  OF1948
 OF1948  STATE/COUNTY-  NY/MONROE
 OF1948  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1948
 OF1948                         *CURRENT SURVEY CONTROL
 OF1948  ___________________________________________________________________
 OF1948* NAD 83(1996)-  43 10 36.36481(N)    077 32 05.93417(W)     ADJUSTED  
 OF1948* NAVD 88     -       108.3    (meters)     355.     (feet)  VERTCON   
 OF1948  ___________________________________________________________________
 OF1948  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 OF1948  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF1948
 OF1948  HORZ ORDER  -  SECOND
 OF1948
 OF1948.The horizontal coordinates were established by classical geodetic methods
 OF1948.and adjusted by the National Geodetic Survey in January 1999..
 OF1948
 OF1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1948
 OF1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1948
 OF1948.The geoid height was determined by GEOID03.
 OF1948
 OF1948;                    North         East     Units Scale Factor Converg.
 OF1948;SPC NY W     -   353,340.333   435,233.129   MT  1.00002684   +0 43 02.6
 OF1948;SPC NY W     - 1,159,250.74  1,427,927.36   sFT  1.00002684   +0 43 02.6
 OF1948;UTM  18      - 4,783,564.655   293,966.736   MT  1.00012222   -1 44 06.6
 OF1948
 OF1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1948!SPC NY W     -   0.99998861  x   1.00002684  =   1.00001545
 OF1948!UTM  18      -   0.99998861  x   1.00012222  =   1.00011083
 OF1948
 OF1948                          SUPERSEDED SURVEY CONTROL
 OF1948
 OF1948  NAD 83(1986)-  43 10 36.37335(N)    077 32 05.93365(W) AD(       ) 2
 OF1948  NAD 27      -  43 10 36.14909(N)    077 32 06.94030(W) AD(       ) 2
 OF1948  NGVD 29 (07/19/86)  108.5    (m)          356.     (f) VERT ANG       
 OF1948
 OF1948.Superseded values are not recommended for survey control.
 OF1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1948.See file dsdata.txt to determine how the superseded data were derived.
 OF1948
 OF1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9396783565(NAD 83)
 OF1948_MARKER: DD = SURVEY DISK
 OF1948_SETTING: 0 = UNSPECIFIED SETTING
 OF1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1948
 OF1948  HISTORY     - Date     Condition        Report By
 OF1948  HISTORY     - 1971     MONUMENTED       NYDT
 OF1948
 OF1948                          STATION DESCRIPTION
 OF1948
 OF1948'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF1948'IN TOWN OF IRONDEQUOIT,
 OF1948'
 OF1948'SOUTH OF C/L OF EMPIRE BLVD.
 OF1948'
 OF1948'800 FT + OR - E. OF C/L OF WINTON ROAD
 OF1948'
 OF1948'2.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1948'
 OF1948'11.36 FT S.W. OF DRAIN
 OF1948'
 OF1948'34.2 FT WEST OF STATE MARKER POST, STA 60+00
 OF1948'
 OF1948'A N.Y.S.D.O.T. SURVEY STANDARD BRONZE DISK STAMPED 4-2-67 IN
 OF1948'THE TOP OF A CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1954 ***********************************************************************
 OF1954  DESIGNATION -  4 2 69 NYSDOT 1971
 OF1954  PID         -  OF1954
 OF1954  STATE/COUNTY-  NY/MONROE
 OF1954  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1954
 OF1954                         *CURRENT SURVEY CONTROL
 OF1954  ___________________________________________________________________
 OF1954* NAD 83(1996)-  43 10 32.55312(N)    077 31 31.16817(W)     ADJUSTED  
 OF1954* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 OF1954  ___________________________________________________________________
 OF1954  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 OF1954  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1954
 OF1954  HORZ ORDER  -  SECOND
 OF1954
 OF1954.The horizontal coordinates were established by classical geodetic methods
 OF1954.and adjusted by the National Geodetic Survey in January 1999..
 OF1954
 OF1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1954
 OF1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1954
 OF1954.The geoid height was determined by GEOID03.
 OF1954
 OF1954;                    North         East     Units Scale Factor Converg.
 OF1954;SPC NY W     -   353,232.586   436,019.774   MT  1.00002849   +0 43 26.3
 OF1954;SPC NY W     - 1,158,897.24  1,430,508.21   sFT  1.00002849   +0 43 26.3
 OF1954;UTM  18      - 4,783,423.333   294,748.122   MT  1.00011827   -1 43 42.7
 OF1954
 OF1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1954!SPC NY W     -   0.99999347  x   1.00002849  =   1.00002196
 OF1954!UTM  18      -   0.99999347  x   1.00011827  =   1.00011174
 OF1954
 OF1954|---------------------------------------------------------------------|
 OF1954| PID    Reference Object                     Distance      Geod. Az  |
 OF1954|                                                           dddmmss.s |
 OF1954| OF1957 160 MCGS 1971                       262.355 METERS 09212     |
 OF1954| OF1950 TEMP PT 9000                        APPROX. 0.6 KM 2872158.7 |
 OF1954|---------------------------------------------------------------------|
 OF1954
 OF1954                          SUPERSEDED SURVEY CONTROL
 OF1954
 OF1954  NAD 83(1986)-  43 10 32.56165(N)    077 31 31.16742(W) AD(       ) 2
 OF1954  NAD 27      -  43 10 32.33701(N)    077 31 32.17506(W) AD(       ) 2
 OF1954  NGVD 29 (07/19/86)   77.5    (m)          254.     (f) VERT ANG       
 OF1954
 OF1954.Superseded values are not recommended for survey control.
 OF1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1954.See file dsdata.txt to determine how the superseded data were derived.
 OF1954
 OF1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9474883423(NAD 83)
 OF1954_MARKER: DD = SURVEY DISK
 OF1954_SETTING: 0 = UNSPECIFIED SETTING
 OF1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1954
 OF1954  HISTORY     - Date     Condition        Report By
 OF1954  HISTORY     - 1971     MONUMENTED       NYDT
 OF1954
 OF1954                          STATION DESCRIPTION
 OF1954
 OF1954'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF1954'DESCRIPTION AS FOLLOWS--
 OF1954'
 OF1954'IN TOWN OF PENFIELD, ON THE S. SIDE OF EMPIRE BLVD.
 OF1954'
 OF1954'0.7 MI. E. OF WINTON ROAD.
 OF1954'
 OF1954'48.6 FT S. OF CENTERLINE OF EMPIRE BLVD.
 OF1954'
 OF1954'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1954'
 OF1954'66.3 FT WEST OF HYDRANT.
 OF1954'
 OF1954'179 FT WEST OF W. RANGE LINE OF THE COLONIAL INN 1129
 OF1954'
 OF1954'3.6 FT N. OF POLE RGE 166A
 OF1954'
 OF1954'13.4 FT S.E. OF A CATCH BASIN IN THE CONCRETE GUTTER.
 OF1954'
 OF1954'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-69 IN THE TOP
 OF1954'OF A CONCRETE POST 2 INCHES ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1972 ***********************************************************************
 OF1972  DESIGNATION -  4 2 78 NYSDOT 1971
 OF1972  PID         -  OF1972
 OF1972  STATE/COUNTY-  NY/MONROE
 OF1972  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1972
 OF1972                         *CURRENT SURVEY CONTROL
 OF1972  ___________________________________________________________________
 OF1972* NAD 83(1996)-  43 10 27.98068(N)    077 30 50.13698(W)     ADJUSTED  
 OF1972* NAVD 88     -        99.0    (meters)     325.     (feet)  VERTCON   
 OF1972  ___________________________________________________________________
 OF1972  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OF1972  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF1972
 OF1972  HORZ ORDER  -  SECOND
 OF1972
 OF1972.The horizontal coordinates were established by classical geodetic methods
 OF1972.and adjusted by the National Geodetic Survey in January 1999..
 OF1972
 OF1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1972
 OF1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1972
 OF1972.The geoid height was determined by GEOID03.
 OF1972
 OF1972;                    North         East     Units Scale Factor Converg.
 OF1972;SPC NY W     -   353,103.260   436,948.243   MT  1.00003047   +0 43 54.3
 OF1972;SPC NY W     - 1,158,472.95  1,433,554.36   sFT  1.00003047   +0 43 54.3
 OF1972;UTM  18      - 4,783,254.381   295,670.287   MT  1.00011362   -1 43 14.4
 OF1972
 OF1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1972!SPC NY W     -   0.99999006  x   1.00003047  =   1.00002053
 OF1972!UTM  18      -   0.99999006  x   1.00011362  =   1.00010368
 OF1972
 OF1972|---------------------------------------------------------------------|
 OF1972| PID    Reference Object                     Distance      Geod. Az  |
 OF1972|                                                           dddmmss.s |
 OF1972| OF1974 158 MCGS 1971                       352.205 METERS 04300     |
 OF1972| OF1969 159 MCGS 1971                       284.344 METERS 26142     |
 OF1972|---------------------------------------------------------------------|
 OF1972
 OF1972                          SUPERSEDED SURVEY CONTROL
 OF1972
 OF1972  NAD 83(1986)-  43 10 27.98913(N)    077 30 50.13584(W) AD(       ) 2
 OF1972  NAD 27      -  43 10 27.76397(N)    077 30 51.14450(W) AD(       ) 2
 OF1972  NGVD 29 (07/19/86)   99.2    (m)          325.     (f) VERT ANG       
 OF1972
 OF1972.Superseded values are not recommended for survey control.
 OF1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1972.See file dsdata.txt to determine how the superseded data were derived.
 OF1972
 OF1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9567083254(NAD 83)
 OF1972_MARKER: DD = SURVEY DISK
 OF1972_SETTING: 0 = UNSPECIFIED SETTING
 OF1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1972
 OF1972  HISTORY     - Date     Condition        Report By
 OF1972  HISTORY     - 1971     MONUMENTED       NYDT
 OF1972
 OF1972                          STATION DESCRIPTION
 OF1972
 OF1972'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF1972'IN TOWN OF PENFIELD
 OF1972'
 OF1972'76.5 FT OF CENTERLINE OF EMPIRE BLVD., 0.7 MI. SW OF PLANK RD.
 OF1972'
 OF1972'190 FT E. OF E. RANGE LINE OF HOUSE 1411
 OF1972'
 OF1972'52 FT S. OF EMPIRE BLVD. PAVEMENT EDGE
 OF1972'
 OF1972'27.2 W. OF POPLAR TREE
 OF1972'
 OF1972'5.1 N. OF POLE RGE 213
 OF1972'
 OF1972'A NYDT   STANDARD BRONZE DISK STAMPED 4-2-78 IN THE TOP OF A
 OF1972'CONCRETE POST AT GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1980 ***********************************************************************
 OF1980  DESIGNATION -  4 2 79 NYSDOT 1971
 OF1980  PID         -  OF1980
 OF1980  STATE/COUNTY-  NY/MONROE
 OF1980  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1980
 OF1980                         *CURRENT SURVEY CONTROL
 OF1980  ___________________________________________________________________
 OF1980* NAD 83(1996)-  43 10 59.30478(N)    077 30 27.52180(W)     ADJUSTED  
 OF1980* NAVD 88     -       135.8    (meters)     446.     (feet)  VERTCON   
 OF1980  ___________________________________________________________________
 OF1980  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 OF1980  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OF1980
 OF1980  HORZ ORDER  -  SECOND
 OF1980
 OF1980.The horizontal coordinates were established by classical geodetic methods
 OF1980.and adjusted by the National Geodetic Survey in January 1999..
 OF1980
 OF1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1980
 OF1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1980
 OF1980.The geoid height was determined by GEOID03.
 OF1980
 OF1980;                    North         East     Units Scale Factor Converg.
 OF1980;SPC NY W     -   354,076.418   437,446.586   MT  1.00003154   +0 44 10.2
 OF1980;SPC NY W     - 1,161,665.71  1,435,189.34   sFT  1.00003154   +0 44 10.2
 OF1980;UTM  18      - 4,784,205.399   296,209.862   MT  1.00011091   -1 42 59.9
 OF1980
 OF1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1980!SPC NY W     -   0.99998430  x   1.00003154  =   1.00001584
 OF1980!UTM  18      -   0.99998430  x   1.00011091  =   1.00009521
 OF1980
 OF1980                          SUPERSEDED SURVEY CONTROL
 OF1980
 OF1980  NAD 83(1986)-  43 10 59.31316(N)    077 30 27.52059(W) AD(       ) 2
 OF1980  NAD 27      -  43 10 59.08795(N)    077 30 28.52966(W) AD(       ) 2
 OF1980  NGVD 29 (07/19/86)  136.0    (m)          446.     (f) VERT ANG       
 OF1980
 OF1980.Superseded values are not recommended for survey control.
 OF1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1980.See file dsdata.txt to determine how the superseded data were derived.
 OF1980
 OF1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9621084205(NAD 83)
 OF1980_MARKER: DD = SURVEY DISK
 OF1980_SETTING: 0 = UNSPECIFIED SETTING
 OF1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1980
 OF1980  HISTORY     - Date     Condition        Report By
 OF1980  HISTORY     - 1971     MONUMENTED       NYDT
 OF1980  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 OF1980
 OF1980                          STATION DESCRIPTION
 OF1980
 OF1980'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF1980'IN TOWN OF PENFIELD
 OF1980'
 OF1980'ON EMPIRE BLVD. 38.5 W. OF CENTERLINE AND
 OF1980'
 OF1980'290 FT N. OF CENTERLINE OF PLANK ROAD EXTENDED
 OF1980'
 OF1980'28.7 FT N. OF NORTH RANGELINE OF HOUSE 1651
 OF1980'
 OF1980'3.9 FT N. OF RGE POLE 254
 OF1980'
 OF1980'60.9 FT N.E. OF N.E. CORNER OF HOUSE 1651
 OF1980'
 OF1980'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-79 IN THE TOP
 OF1980'OF A CONCRETE POST COVERED 3 INCHES)
 OF1980
 OF1980                          STATION RECOVERY (2004)
 OF1980
 OF1980'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1967 ***********************************************************************
 OF1967  DESIGNATION -  4 2 80 NYSDOT 1971
 OF1967  PID         -  OF1967
 OF1967  STATE/COUNTY-  NY/MONROE
 OF1967  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1967
 OF1967                         *CURRENT SURVEY CONTROL
 OF1967  ___________________________________________________________________
 OF1967* NAD 83(1996)-  43 11 12.91178(N)    077 30 19.18815(W)     ADJUSTED  
 OF1967* NAVD 88     -       135.5    (meters)     445.     (feet)  VERTCON   
 OF1967  ___________________________________________________________________
 OF1967  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 OF1967  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OF1967
 OF1967  HORZ ORDER  -  SECOND
 OF1967
 OF1967.The horizontal coordinates were established by classical geodetic methods
 OF1967.and adjusted by the National Geodetic Survey in January 1999..
 OF1967
 OF1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1967
 OF1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1967
 OF1967.The geoid height was determined by GEOID03.
 OF1967
 OF1967;                    North         East     Units Scale Factor Converg.
 OF1967;SPC NY W     -   354,498.730   437,629.367   MT  1.00003193   +0 44 16.1
 OF1967;SPC NY W     - 1,163,051.25  1,435,789.01   sFT  1.00003193   +0 44 16.1
 OF1967;UTM  18      - 4,784,619.534   296,410.565   MT  1.00010991   -1 42 54.7
 OF1967
 OF1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1967!SPC NY W     -   0.99998435  x   1.00003193  =   1.00001628
 OF1967!UTM  18      -   0.99998435  x   1.00010991  =   1.00009425
 OF1967
 OF1967|---------------------------------------------------------------------|
 OF1967| PID    Reference Object                     Distance      Geod. Az  |
 OF1967|                                                           dddmmss.s |
 OF1967| OF1959 156 MCGS 1971                       368.277 METERS 01451     |
 OF1967| OF1979 157 NYGS 1935                       APPROX. 0.5 KM 2033627.9 |
 OF1967| OF1980 4 2 79 NYSDOT 1971                  460.156 METERS 2040828.4 |
 OF1967|---------------------------------------------------------------------|
 OF1967
 OF1967                          SUPERSEDED SURVEY CONTROL
 OF1967
 OF1967  NAD 83(1986)-  43 11 12.92016(N)    077 30 19.18692(W) AD(       ) 2
 OF1967  NAD 27      -  43 11 12.69503(N)    077 30 20.19618(W) AD(       ) 2
 OF1967  NGVD 29 (07/19/86)  135.7    (m)          445.     (f) VERT ANG       
 OF1967
 OF1967.Superseded values are not recommended for survey control.
 OF1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1967.See file dsdata.txt to determine how the superseded data were derived.
 OF1967
 OF1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9641184620(NAD 83)
 OF1967_MARKER: DD = SURVEY DISK
 OF1967_SETTING: 0 = UNSPECIFIED SETTING
 OF1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1967
 OF1967  HISTORY     - Date     Condition        Report By
 OF1967  HISTORY     - 1971     MONUMENTED       NYDT
 OF1967  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 OF1967
 OF1967                          STATION DESCRIPTION
 OF1967
 OF1967'DESCRIBED BY NY DEPT OF TRANSP 1971 (JEG)
 OF1967'IN TOWN OF PENFIELD
 OF1967'
 OF1967'ON EMPIRE BLVD. 1150 FT S OF BAY ROAD
 OF1967'
 OF1967'16 FT S. OF RGE POLE 265A
 OF1967'
 OF1967'7.3 FT S. OF MAN HOLE
 OF1967'
 OF1967'81.2 FT N.W. OF N.W. CORNER HOUSE 1766-1768
 OF1967'
 OF1967'25.2 FT N. OF CONC. SIGN BASE WHICH IS 2.5 FT X 6 FT
 OF1967'
 OF1967'36.2 FT N. OF NORTH RANGE LINE OF HOUSE
 OF1967'
 OF1967'38 FT E. OF CENTERLINE OF EMPIRE BLVD.
 OF1967'
 OF1967'12.4 FT E. OF EDGE OF PAVEMENT
 OF1967'
 OF1967'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-80 IN THE TOP
 OF1967'OF A CONCRETE POST AT GRADE.
 OF1967
 OF1967                          STATION RECOVERY (2004)
 OF1967
 OF1967'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1632 ***********************************************************************
 OF1632  DESIGNATION -  4 2 83 NYSDOT 1972
 OF1632  PID         -  OF1632
 OF1632  STATE/COUNTY-  NY/MONROE
 OF1632  USGS QUAD   -  WEBSTER (1978)
 OF1632
 OF1632                         *CURRENT SURVEY CONTROL
 OF1632  ___________________________________________________________________
 OF1632* NAD 83(1996)-  43 13 16.64584(N)    077 25 46.14637(W)     ADJUSTED  
 OF1632* NAVD 88     -       122.9    (meters)     403.     (feet)  VERTCON   
 OF1632  ___________________________________________________________________
 OF1632  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OF1632  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF1632
 OF1632  HORZ ORDER  -  SECOND
 OF1632
 OF1632.The horizontal coordinates were established by classical geodetic methods
 OF1632.and adjusted by the National Geodetic Survey in January 1999..
 OF1632
 OF1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1632
 OF1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1632
 OF1632.The geoid height was determined by GEOID03.
 OF1632
 OF1632;                    North         East     Units Scale Factor Converg.
 OF1632;SPC NY W     -   358,399.190   443,742.099   MT  1.00004556   +0 47 24.8
 OF1632;SPC NY W     - 1,175,848.01  1,455,843.87   sFT  1.00004556   +0 47 24.8
 OF1632;UTM  18      - 4,788,254.915   302,685.033   MT  1.00007895   -1 39 51.4
 OF1632
 OF1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1632!SPC NY W     -   0.99998633  x   1.00004556  =   1.00003189
 OF1632!UTM  18      -   0.99998633  x   1.00007895  =   1.00006528
 OF1632
 OF1632:                Primary Azimuth Mark                     Grid Az
 OF1632:SPC NY W     -  4 2 84 NYSDOT 1972                       008 11 28.4
 OF1632:UTM  18      -  4 2 84 NYSDOT 1972                       010 38 44.6
 OF1632
 OF1632|---------------------------------------------------------------------|
 OF1632| PID    Reference Object                     Distance      Geod. Az  |
 OF1632|                                                           dddmmss.s |
 OF1632| OF1636 4 2 84 NYSDOT 1972                  APPROX. 0.6 KM 0085853.2 |
 OF1632| OF1631 1924 MCGS 1972                      182.620 METERS 19418     |
 OF1632|---------------------------------------------------------------------|
 OF1632
 OF1632                          SUPERSEDED SURVEY CONTROL
 OF1632
 OF1632  NAD 83(1986)-  43 13 16.65474(N)    077 25 46.14447(W) AD(       ) 2
 OF1632  NAD 27      -  43 13 16.42888(N)    077 25 47.16252(W) AD(       ) 2
 OF1632  NGVD 29 (07/19/86)  123.1    (m)          404.     (f) VERT ANG       
 OF1632
 OF1632.Superseded values are not recommended for survey control.
 OF1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1632.See file dsdata.txt to determine how the superseded data were derived.
 OF1632
 OF1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0268588255(NAD 83)
 OF1632_MARKER: DD = SURVEY DISK
 OF1632_SETTING: 0 = UNSPECIFIED SETTING
 OF1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1632
 OF1632  HISTORY     - Date     Condition        Report By
 OF1632  HISTORY     - 1972     MONUMENTED       NYDT
 OF1632  HISTORY     - 1984     GOOD             USPSQD
 OF1632  HISTORY     - 20020427 GOOD             USPSQD
 OF1632
 OF1632                          STATION DESCRIPTION
 OF1632
 OF1632'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1632'IN WEBSTER ON THE E SIDE OF 9 MI. PT. RD.
 OF1632'
 OF1632'0.12 MILE N OF ORCHARD ST.
 OF1632'
 OF1632'0.98 MILE S OF WALL RD.
 OF1632'
 OF1632'IN FRONT OF HOUSE NO. 800
 OF1632'
 OF1632'24.5 FT E OF CENTERLINE OF ROAD
 OF1632'
 OF1632'6.9 FT E OF FACE OF GUTTER
 OF1632'
 OF1632'26.4 FT SW OF NW CORNER OF HOUSE STEPS
 OF1632'
 OF1632'31.3 FT NW OF SW CORNER OF HOUSE
 OF1632'
 OF1632'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-83 IN THE TOP
 OF1632'OF A CONCRETE POST AT GRADE.
 OF1632
 OF1632                          STATION RECOVERY (1984)
 OF1632
 OF1632'RECOVERY NOTE BY US POWER SQUADRON 1984 (REH)
 OF1632'4-2-83 NYSDOT RECOVERED GOOD, 9 MI PT RD SHOULD BE WEBSTER RD,
 OF1632'MARK IS 3 INCHES BELOW GRADE.
 OF1632
 OF1632                          STATION RECOVERY (2002)
 OF1632
 OF1632'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1632'6.9 FT. W OF GUTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1636 ***********************************************************************
 OF1636  DESIGNATION -  4 2 84 NYSDOT 1972
 OF1636  PID         -  OF1636
 OF1636  STATE/COUNTY-  NY/MONROE
 OF1636  USGS QUAD   -  WEBSTER (1978)
 OF1636
 OF1636                         *CURRENT SURVEY CONTROL
 OF1636  ___________________________________________________________________
 OF1636* NAD 83(1996)-  43 13 34.66028(N)    077 25 42.25279(W)     ADJUSTED  
 OF1636* NAVD 88     -       116.8    (meters)     383.     (feet)  VERTCON   
 OF1636  ___________________________________________________________________
 OF1636  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OF1636  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1636
 OF1636  HORZ ORDER  -  SECOND
 OF1636
 OF1636.The horizontal coordinates were established by classical geodetic methods
 OF1636.and adjusted by the National Geodetic Survey in January 1999..
 OF1636
 OF1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1636
 OF1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1636
 OF1636.The geoid height was determined by GEOID03.
 OF1636
 OF1636;                    North         East     Units Scale Factor Converg.
 OF1636;SPC NY W     -   358,956.306   443,822.293   MT  1.00004575   +0 47 27.8
 OF1636;SPC NY W     - 1,177,675.81  1,456,106.97   sFT  1.00004575   +0 47 27.8
 OF1636;UTM  18      - 4,788,808.104   302,789.017   MT  1.00007845   -1 39 49.3
 OF1636
 OF1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1636!SPC NY W     -   0.99998729  x   1.00004575  =   1.00003304
 OF1636!UTM  18      -   0.99998729  x   1.00007845  =   1.00006574
 OF1636
 OF1636:                Primary Azimuth Mark                     Grid Az
 OF1636:SPC NY W     -  4 2 83 NYSDOT 1972                       188 11 28.0
 OF1636:UTM  18      -  4 2 83 NYSDOT 1972                       190 38 45.1
 OF1636
 OF1636|---------------------------------------------------------------------|
 OF1636| PID    Reference Object                     Distance      Geod. Az  |
 OF1636|                                                           dddmmss.s |
 OF1636| OF1632 4 2 83 NYSDOT 1972                  APPROX. 0.6 KM 1885855.8 |
 OF1636|---------------------------------------------------------------------|
 OF1636
 OF1636                          SUPERSEDED SURVEY CONTROL
 OF1636
 OF1636  NAD 83(1986)-  43 13 34.66918(N)    077 25 42.25092(W) AD(       ) 2
 OF1636  NAD 27      -  43 13 34.44342(N)    077 25 43.26906(W) AD(       ) 2
 OF1636  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG       
 OF1636
 OF1636.Superseded values are not recommended for survey control.
 OF1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1636.See file dsdata.txt to determine how the superseded data were derived.
 OF1636
 OF1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0278988808(NAD 83)
 OF1636_MARKER: DD = SURVEY DISK
 OF1636_SETTING: 0 = UNSPECIFIED SETTING
 OF1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1636
 OF1636  HISTORY     - Date     Condition        Report By
 OF1636  HISTORY     - 1972     MONUMENTED       NYDT
 OF1636  HISTORY     - 20020427 GOOD             USPSQD
 OF1636
 OF1636                          STATION DESCRIPTION
 OF1636
 OF1636'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1636'IN WEBSTER, ON THE E SIDE OF 9 MI. PT. RD.
 OF1636'
 OF1636'0.47 MI. N OF ORCHARD PARK
 OF1636'
 OF1636'0.63 MI. S OF WALL ROAD
 OF1636'
 OF1636'28.5 FT E OF CENTERLINE OF ROAD
 OF1636'
 OF1636'45.3 FT N OF N RANGELINE, AND
 OF1636'
 OF1636'61.3 FT N OF NW CORNER OF ENCLOSED PORCH OF HOUSE NO. 730
 OF1636'
 OF1636'1.5 FT W OF NYDT   WITNESS POST
 OF1636'
 OF1636'2.3 FT W OF RGE POLE NO. 75
 OF1636'
 OF1636'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-84 IN THE TOP
 OF1636'OF A CONCRETE POST AT GRADE.
 OF1636
 OF1636                          STATION RECOVERY (2002)
 OF1636
 OF1636'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1636'WITNESS POST GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1634 ***********************************************************************
 OF1634  DESIGNATION -  4 2 85 NYSBOT 1972
 OF1634  PID         -  OF1634
 OF1634  STATE/COUNTY-  NY/MONROE
 OF1634  USGS QUAD   -  WEBSTER (1978)
 OF1634
 OF1634                         *CURRENT SURVEY CONTROL
 OF1634  ___________________________________________________________________
 OF1634* NAD 83(1996)-  43 14 25.94970(N)    077 25 42.77847(W)     ADJUSTED  
 OF1634* NAVD 88     -       106.1    (meters)     348.     (feet)  VERTCON   
 OF1634  ___________________________________________________________________
 OF1634  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OF1634  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF1634
 OF1634  HORZ ORDER  -  SECOND
 OF1634
 OF1634.The horizontal coordinates were established by classical geodetic methods
 OF1634.and adjusted by the National Geodetic Survey in January 1999..
 OF1634
 OF1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1634
 OF1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1634
 OF1634.The geoid height was determined by GEOID03.
 OF1634
 OF1634;                    North         East     Units Scale Factor Converg.
 OF1634;SPC NY W     -   360,538.874   443,788.577   MT  1.00004567   +0 47 28.2
 OF1634;SPC NY W     - 1,182,867.96  1,455,996.36   sFT  1.00004567   +0 47 28.2
 OF1634;UTM  18      - 4,790,390.715   302,823.124   MT  1.00007828   -1 39 51.3
 OF1634
 OF1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1634!SPC NY W     -   0.99998898  x   1.00004567  =   1.00003465
 OF1634!UTM  18      -   0.99998898  x   1.00007828  =   1.00006726
 OF1634
 OF1634:                Primary Azimuth Mark                     Grid Az
 OF1634:SPC NY W     -  1128 3                                   089 27 06.3
 OF1634:UTM  18      -  1128 3                                   091 54 25.8
 OF1634
 OF1634|---------------------------------------------------------------------|
 OF1634| PID    Reference Object                     Distance      Geod. Az  |
 OF1634|                                                           dddmmss.s |
 OF1634| OF0848 1128 3                              APPROX. 0.7 KM 0901434.5 |
 OF1634| OF1635 1923 MCGS 1972                      APPROX. 0.6 KM 1793859.7 |
 OF1634|---------------------------------------------------------------------|
 OF1634
 OF1634                          SUPERSEDED SURVEY CONTROL
 OF1634
 OF1634  NAD 83(1986)-  43 14 25.95862(N)    077 25 42.77671(W) AD(       ) 2
 OF1634  NAD 27      -  43 14 25.73322(N)    077 25 43.79470(W) AD(       ) 2
 OF1634  NGVD 29 (07/19/86)  106.3    (m)          349.     (f) VERT ANG       
 OF1634
 OF1634.Superseded values are not recommended for survey control.
 OF1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1634.See file dsdata.txt to determine how the superseded data were derived.
 OF1634
 OF1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0282390391(NAD 83)
 OF1634_MARKER: DD = SURVEY DISK
 OF1634_SETTING: 0 = UNSPECIFIED SETTING
 OF1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1634
 OF1634  HISTORY     - Date     Condition        Report By
 OF1634  HISTORY     - 1972     MONUMENTED       NYDT
 OF1634  HISTORY     - 1984     GOOD             USPSQD
 OF1634  HISTORY     - 20020427 GOOD             USPSQD
 OF1634
 OF1634                          STATION DESCRIPTION
 OF1634
 OF1634'DESCRIBED BY NY DEPT OF TRANSP 1972 (JEG)
 OF1634'IN WEBSTER, IN THE N.E. CORNER OF THE INTERSECTION OF NINE MILE
 OF1634'POINT ROAD AND SCHLEGEL RD.
 OF1634'
 OF1634'43.2 FT S. OF S. RANGELINE OF HOUSE NO. 1312
 OF1634'
 OF1634'3.4 FT SW OF A WATER VALVE
 OF1634'
 OF1634'2.5 FT W. OF A NYDT   WITNESS POST
 OF1634'
 OF1634'A NYDT   SURVEY STANDARD BRONZE DISK STAMPED 4-2-85 IN THE TOP
 OF1634'OF A CONCRETE POST AT GRADE.
 OF1634
 OF1634                          STATION RECOVERY (1984)
 OF1634
 OF1634'RECOVERY NOTE BY US POWER SQUADRON 1984 (REH)
 OF1634'4-2-85 NYSDOT RECOVERED GOOD, NINE MILE POINT ROAD SHOULD BE
 OF1634'WEBSTER RD., MARK 2 INCHES BELOW GRADE.
 OF1634
 OF1634                          STATION RECOVERY (2002)
 OF1634
 OF1634'RECOVERY NOTE BY US POWER SQUADRON 2002 (AE)
 OF1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1946 ***********************************************************************
 OF1946  DESIGNATION -  4 2 89 NYSDOT 1970
 OF1946  PID         -  OF1946
 OF1946  STATE/COUNTY-  NY/MONROE
 OF1946  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1946
 OF1946                         *CURRENT SURVEY CONTROL
 OF1946  ___________________________________________________________________
 OF1946* NAD 83(1996)-  43 09 26.88242(N)    077 32 09.66652(W)     ADJUSTED  
 OF1946* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 OF1946  ___________________________________________________________________
 OF1946  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OF1946  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1946
 OF1946  HORZ ORDER  -  SECOND
 OF1946
 OF1946.The horizontal coordinates were established by classical geodetic methods
 OF1946.and adjusted by the National Geodetic Survey in January 1999..
 OF1946
 OF1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1946
 OF1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1946
 OF1946.The geoid height was determined by GEOID03.
 OF1946
 OF1946;                    North         East     Units Scale Factor Converg.
 OF1946;SPC NY W     -   351,195.162   435,175.654   MT  1.00002672   +0 42 59.1
 OF1946;SPC NY W     - 1,152,212.79  1,427,738.79   sFT  1.00002672   +0 42 59.1
 OF1946;UTM  18      - 4,781,423.703   293,817.519   MT  1.00012298   -1 44 06.9
 OF1946
 OF1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1946!SPC NY W     -   0.99998668  x   1.00002672  =   1.00001340
 OF1946!UTM  18      -   0.99998668  x   1.00012298  =   1.00010966
 OF1946
 OF1946|---------------------------------------------------------------------|
 OF1946| PID    Reference Object                     Distance      Geod. Az  |
 OF1946|                                                           dddmmss.s |
 OF1946| OF1947 ROW MARKER NYSDOT                    25.863 METERS 01748     |
 OF1946| OF1951 4 2 90 NYSDOT 1970                  454.622 METERS 0810456.2 |
 OF1946| OF1943 170 14 MCGS 1970                    211.609 METERS 26256     |
 OF1946|---------------------------------------------------------------------|
 OF1946
 OF1946                          SUPERSEDED SURVEY CONTROL
 OF1946
 OF1946  NAD 83(1986)-  43 09 26.89067(N)    077 32 09.66522(W) AD(       ) 2
 OF1946  NAD 27      -  43 09 26.66623(N)    077 32 10.67131(W) AD(       ) 2
 OF1946  NGVD 29 (07/19/86)  120.7    (m)          396.     (f) VERT ANG       
 OF1946
 OF1946.Superseded values are not recommended for survey control.
 OF1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1946.See file dsdata.txt to determine how the superseded data were derived.
 OF1946
 OF1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9381881424(NAD 83)
 OF1946_MARKER: Z = SEE DESCRIPTION
 OF1946_SETTING: 0 = UNSPECIFIED SETTING
 OF1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1946
 OF1946  HISTORY     - Date     Condition        Report By
 OF1946  HISTORY     - 1970     MONUMENTED       NYDT
 OF1946  HISTORY     - 19950508 GOOD             USPSQD
 OF1946  HISTORY     - 20020120 GOOD             USPSQD
 OF1946
 OF1946                          STATION DESCRIPTION
 OF1946
 OF1946'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1946'IN BRIGHTON IN SOUTHEAST CORNER OF INTERSECTION OF BROWNCROFT
 OF1946'BLVD. AND SHAFTSBURY ROAD.
 OF1946'
 OF1946'29.3 FT. SOUTH OF CENTERLINE OF BROWNCROFT BLVD.
 OF1946'
 OF1946'60.0 FT. EAST OF CENTERLINE OF SHAFTSBURY ROAD
 OF1946'
 OF1946'31.4 FT. EAST OF ROW POST WHICH IS 0.5 FT. ABOVE GRADE
 OF1946'
 OF1946'9.4 FT. SOUTH OF SOUTH EDGE OF PAVEMENT OF BROWNCROFT BLVD.
 OF1946'
 OF1946'25.1 FT. SOUTH OF WEST END OF CENTER MALL OF BROWNCROFT BLVD.
 OF1946'
 OF1946'20.4 FT. WEST OF RG AND E POLE 5A
 OF1946'
 OF1946'1.6 FT NORTH OF A WOOD WITNESS POST.
 OF1946'
 OF1946'STATION IS A STANDARD N.Y.S.D.O.T. MONUMENT AT GRADE.
 OF1946
 OF1946                          STATION RECOVERY (1995)
 OF1946
 OF1946'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1946'RECOVERED IN GOOD CONDITION.
 OF1946
 OF1946                          STATION RECOVERY (2002)
 OF1946
 OF1946'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1951 ***********************************************************************
 OF1951  DESIGNATION -  4 2 90 NYSDOT 1970
 OF1951  PID         -  OF1951
 OF1951  STATE/COUNTY-  NY/MONROE
 OF1951  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1951
 OF1951                         *CURRENT SURVEY CONTROL
 OF1951  ___________________________________________________________________
 OF1951* NAD 83(1996)-  43 09 29.16560(N)    077 31 49.78671(W)     ADJUSTED  
 OF1951* NAVD 88     -        96.3    (meters)     316.     (feet)  VERTCON   
 OF1951  ___________________________________________________________________
 OF1951  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 OF1951  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1951
 OF1951  HORZ ORDER  -  SECOND
 OF1951
 OF1951.The horizontal coordinates were established by classical geodetic methods
 OF1951.and adjusted by the National Geodetic Survey in January 1999..
 OF1951
 OF1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1951
 OF1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1951
 OF1951.The geoid height was determined by GEOID03.
 OF1951
 OF1951;                    North         East     Units Scale Factor Converg.
 OF1951;SPC NY W     -   351,271.247   435,623.876   MT  1.00002766   +0 43 12.7
 OF1951;SPC NY W     - 1,152,462.42  1,429,209.33   sFT  1.00002766   +0 43 12.7
 OF1951;UTM  18      - 4,781,480.551   294,268.629   MT  1.00012070   -1 43 53.4
 OF1951
 OF1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1951!SPC NY W     -   0.99999048  x   1.00002766  =   1.00001814
 OF1951!UTM  18      -   0.99999048  x   1.00012070  =   1.00011118
 OF1951
 OF1951|---------------------------------------------------------------------|
 OF1951| PID    Reference Object                     Distance      Geod. Az  |
 OF1951|                                                           dddmmss.s |
 OF1951| OF1953 170 15 MCGS 1970                    253.866 METERS 10057     |
 OF1951| OF1947 ROW MARKER NYSDOT                   443.596 METERS 2640416.5 |
 OF1951|---------------------------------------------------------------------|
 OF1951
 OF1951                          SUPERSEDED SURVEY CONTROL
 OF1951
 OF1951  NAD 83(1986)-  43 09 29.17388(N)    077 31 49.78540(W) AD(       ) 2
 OF1951  NAD 27      -  43 09 28.94933(N)    077 31 50.79217(W) AD(       ) 2
 OF1951  NGVD 29 (07/19/86)   96.5    (m)          317.     (f) VERT ANG       
 OF1951
 OF1951.Superseded values are not recommended for survey control.
 OF1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1951.See file dsdata.txt to determine how the superseded data were derived.
 OF1951
 OF1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9426981481(NAD 83)
 OF1951_MARKER: Z = SEE DESCRIPTION
 OF1951_SETTING: 0 = UNSPECIFIED SETTING
 OF1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1951
 OF1951  HISTORY     - Date     Condition        Report By
 OF1951  HISTORY     - 1970     MONUMENTED       NYDT
 OF1951  HISTORY     - 19950508 GOOD             USPSQD
 OF1951
 OF1951                          STATION DESCRIPTION
 OF1951
 OF1951'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1951'IN BRIGHTON ON BROWNCROFT BLVD., 0.1 MILE WEST OF LANDING ROAD
 OF1951'AND 0.3 MILE EAST OF SHAFTSBURY ROAD.
 OF1951'
 OF1951'155 FT. NORTH OF CENTERLINE OF BROWNCROFT BLVD.
 OF1951'
 OF1951'20.0 FT. NORTH OF POLELINE
 OF1951'
 OF1951'35.0 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTHERLY MOST
 OF1951'GUARD RAIL POST
 OF1951'
 OF1951'26.5 FT SOUTH OF A 6 FT OAK TREE
 OF1951'
 OF1951'1.0 FT. SOUTH OF A WITNESS POST
 OF1951'
 OF1951'118.0 FT. NORTH OF THE NORTH EDGE OF PAVEMENT OF BROWNCROFT BLVD.
 OF1951'
 OF1951'STATION IS A STANDARD N.Y.S.D.O.T., 0.2 FT ABOVE GRADE
 OF1951
 OF1951                          STATION RECOVERY (1995)
 OF1951
 OF1951'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1968 ***********************************************************************
 OF1968  DESIGNATION -  4 2 92 NYSDOT 1970
 OF1968  PID         -  OF1968
 OF1968  STATE/COUNTY-  NY/MONROE
 OF1968  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1968
 OF1968                         *CURRENT SURVEY CONTROL
 OF1968  ___________________________________________________________________
 OF1968* NAD 83(1996)-  43 09 15.25197(N)    077 31 08.90294(W)     ADJUSTED  
 OF1968* NAVD 88     -        88.4    (meters)     290.     (feet)  VERTCON   
 OF1968  ___________________________________________________________________
 OF1968  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 OF1968  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OF1968
 OF1968  HORZ ORDER  -  SECOND
 OF1968
 OF1968.The horizontal coordinates were established by classical geodetic methods
 OF1968.and adjusted by the National Geodetic Survey in January 1999..
 OF1968
 OF1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1968
 OF1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1968
 OF1968.The geoid height was determined by GEOID03.
 OF1968
 OF1968;                    North         East     Units Scale Factor Converg.
 OF1968;SPC NY W     -   350,853.568   436,552.935   MT  1.00002962   +0 43 40.5
 OF1968;SPC NY W     - 1,151,092.08  1,432,257.42   sFT  1.00002962   +0 43 40.5
 OF1968;UTM  18      - 4,781,023.472   295,179.052   MT  1.00011610   -1 43 25.0
 OF1968
 OF1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1968!SPC NY W     -   0.99999172  x   1.00002962  =   1.00002134
 OF1968!UTM  18      -   0.99999172  x   1.00011610  =   1.00010781
 OF1968
 OF1968|---------------------------------------------------------------------|
 OF1968| PID    Reference Object                     Distance      Geod. Az  |
 OF1968|                                                           dddmmss.s |
 OF1968| OF1971 4 2 93 NYSDOT 1970                  397.294 METERS 08226     |
 OF1968|---------------------------------------------------------------------|
 OF1968
 OF1968                          SUPERSEDED SURVEY CONTROL
 OF1968
 OF1968  NAD 83(1986)-  43 09 15.26030(N)    077 31 08.90159(W) AD(       ) 2
 OF1968  NAD 27      -  43 09 15.03534(N)    077 31 09.90998(W) AD(       ) 2
 OF1968  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) VERT ANG       
 OF1968
 OF1968.Superseded values are not recommended for survey control.
 OF1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1968.See file dsdata.txt to determine how the superseded data were derived.
 OF1968
 OF1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9517981023(NAD 83)
 OF1968_MARKER: Z = SEE DESCRIPTION
 OF1968_SETTING: 0 = UNSPECIFIED SETTING
 OF1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1968
 OF1968  HISTORY     - Date     Condition        Report By
 OF1968  HISTORY     - 1970     MONUMENTED       NYDT
 OF1968  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 OF1968
 OF1968                          STATION DESCRIPTION
 OF1968
 OF1968'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1968'IN PENFIELD ON BROWNCROFT BLVD. 0.25 MILE WEST OF WHITE VILLAGE ROAD
 OF1968'
 OF1968'94.5 FT. SOUTH OF CENTERLINE OF BROWNCROFT BLVD.
 OF1968'
 OF1968'50.0 FT. SOUTH OF CURB, ON SOUTH EDGE OF PAVEMENT
 OF1968'
 OF1968'41.6 FT. SOUTH OF 1ST CABLE GUARD RAIL POST
 OF1968'
 OF1968'37.0 FT. NORTHEAST OF 15 IN POPLAR TREE
 OF1968'
 OF1968'48.8 FT. NORTHWEST OF 14 IN MAPLE TREE
 OF1968'
 OF1968'STATION IS A STANDARD N.Y.S.D.O.T. MONUMENT, FLUSH WITH GRADE
 OF1968
 OF1968                          STATION RECOVERY (1995)
 OF1968
 OF1968'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1971 ***********************************************************************
 OF1971  DESIGNATION -  4 2 93 NYSDOT 1970
 OF1971  PID         -  OF1971
 OF1971  STATE/COUNTY-  NY/MONROE
 OF1971  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1971
 OF1971                         *CURRENT SURVEY CONTROL
 OF1971  ___________________________________________________________________
 OF1971* NAD 83(1996)-  43 09 16.94614(N)    077 30 51.47137(W)     ADJUSTED  
 OF1971* NAVD 88     -       120.8    (meters)     396.     (feet)  VERTCON   
 OF1971  ___________________________________________________________________
 OF1971  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OF1971  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OF1971
 OF1971  HORZ ORDER  -  SECOND
 OF1971
 OF1971.The horizontal coordinates were established by classical geodetic methods
 OF1971.and adjusted by the National Geodetic Survey in January 1999..
 OF1971
 OF1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1971
 OF1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1971
 OF1971.The geoid height was determined by GEOID03.
 OF1971
 OF1971;                    North         East     Units Scale Factor Converg.
 OF1971;SPC NY W     -   350,910.863   436,946.088   MT  1.00003046   +0 43 52.4
 OF1971;SPC NY W     - 1,151,280.06  1,433,547.29   sFT  1.00003046   +0 43 52.4
 OF1971;UTM  18      - 4,781,063.900   295,574.330   MT  1.00011411   -1 43 13.1
 OF1971
 OF1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1971!SPC NY W     -   0.99998663  x   1.00003046  =   1.00001709
 OF1971!UTM  18      -   0.99998663  x   1.00011411  =   1.00010074
 OF1971
 OF1971|---------------------------------------------------------------------|
 OF1971| PID    Reference Object                     Distance      Geod. Az  |
 OF1971|                                                           dddmmss.s |
 OF1971| OF1973 4 2 94 NYSDOT 1970                  233.122 METERS 12450     |
 OF1971| OF1968 4 2 92 NYSDOT 1970                  397.294 METERS 26226     |
 OF1971|---------------------------------------------------------------------|
 OF1971
 OF1971                          SUPERSEDED SURVEY CONTROL
 OF1971
 OF1971  NAD 83(1986)-  43 09 16.95450(N)    077 30 51.46998(W) AD(       ) 2
 OF1971  NAD 27      -  43 09 16.72937(N)    077 30 52.47903(W) AD(       ) 2
 OF1971  NGVD 29 (07/19/86)  121.0    (m)          397.     (f) VERT ANG       
 OF1971
 OF1971.Superseded values are not recommended for survey control.
 OF1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1971.See file dsdata.txt to determine how the superseded data were derived.
 OF1971
 OF1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9557481064(NAD 83)
 OF1971_MARKER: Z = SEE DESCRIPTION
 OF1971_SETTING: 0 = UNSPECIFIED SETTING
 OF1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1971
 OF1971  HISTORY     - Date     Condition        Report By
 OF1971  HISTORY     - 1970     MONUMENTED       NYDT
 OF1971  HISTORY     - 19950508 GOOD             USPSQD
 OF1971
 OF1971                          STATION DESCRIPTION
 OF1971
 OF1971'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1971'IN PENFIELD, ON BROWNCROFT BLVD., 0.15 MILES WEST OF CENTERLINE OF
 OF1971'WHITE VILLAGE DRIVE
 OF1971'
 OF1971'18.8 FT. SOUTH OF CENTERLINE OF OLD BROWNCROFT BLVD.
 OF1971'
 OF1971'69.2 FT. SOUTH OF GAS LAMP POST OF HOUSE 2410
 OF1971'
 OF1971'5.3 FT. SOUTH OF CABLE GUARD RAIL
 OF1971'
 OF1971'32.8 FT. EAST OF RG AND E POLE 46A
 OF1971'
 OF1971'40.0 FT. EAST OF WEST RANGELINE OF HOUSE 2410
 OF1971'
 OF1971'52.6 FT. SOUTHEAST OF RG AND E POLE 46
 OF1971'
 OF1971'1.3 FT. SOUTH OF A WITNESS POST
 OF1971'
 OF1971'STATION IS A STANDARD N.Y.S.D.O.T. MONUMENT, AT GRADE.
 OF1971
 OF1971                          STATION RECOVERY (1995)
 OF1971
 OF1971'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1973 ***********************************************************************
 OF1973  DESIGNATION -  4 2 94 NYSDOT 1970
 OF1973  PID         -  OF1973
 OF1973  STATE/COUNTY-  NY/MONROE
 OF1973  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1973
 OF1973                         *CURRENT SURVEY CONTROL
 OF1973  ___________________________________________________________________
 OF1973* NAD 83(1996)-  43 09 12.63180(N)    077 30 43.00162(W)     ADJUSTED  
 OF1973* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 OF1973  ___________________________________________________________________
 OF1973  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OF1973  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1973
 OF1973  HORZ ORDER  -  SECOND
 OF1973
 OF1973.The horizontal coordinates were established by classical geodetic methods
 OF1973.and adjusted by the National Geodetic Survey in January 1999..
 OF1973
 OF1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1973
 OF1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1973
 OF1973.The geoid height was determined by GEOID03.
 OF1973
 OF1973;                    North         East     Units Scale Factor Converg.
 OF1973;SPC NY W     -   350,780.174   437,139.141   MT  1.00003088   +0 43 58.2
 OF1973;SPC NY W     - 1,150,851.29  1,434,180.67   sFT  1.00003088   +0 43 58.2
 OF1973;UTM  18      - 4,780,925.062   295,761.632   MT  1.00011317   -1 43 07.1
 OF1973
 OF1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1973!SPC NY W     -   0.99998668  x   1.00003088  =   1.00001756
 OF1973!UTM  18      -   0.99998668  x   1.00011317  =   1.00009985
 OF1973
 OF1973:                Primary Azimuth Mark                     Grid Az
 OF1973:SPC NY W     -  4 2 95 NYSDOT 1970                       086 06 09.4
 OF1973:UTM  18      -  4 2 95 NYSDOT 1970                       088 33 14.7
 OF1973
 OF1973|---------------------------------------------------------------------|
 OF1973| PID    Reference Object                     Distance      Geod. Az  |
 OF1973|                                                           dddmmss.s |
 OF1973| OF1965 4 2 95 NYSDOT 1970                  496.347 METERS 0865007.6 |
 OF1973| OF1971 4 2 93 NYSDOT 1970                  233.122 METERS 30450     |
 OF1973|---------------------------------------------------------------------|
 OF1973
 OF1973                          SUPERSEDED SURVEY CONTROL
 OF1973
 OF1973  NAD 83(1986)-  43 09 12.64016(N)    077 30 43.00021(W) AD(       ) 2
 OF1973  NAD 27      -  43 09 12.41493(N)    077 30 44.00963(W) AD(       ) 2
 OF1973  NGVD 29 (07/19/86)  120.7    (m)          396.     (f) VERT ANG       
 OF1973
 OF1973.Superseded values are not recommended for survey control.
 OF1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1973.See file dsdata.txt to determine how the superseded data were derived.
 OF1973
 OF1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9576280925(NAD 83)
 OF1973_MARKER: Z = SEE DESCRIPTION
 OF1973_SETTING: 0 = UNSPECIFIED SETTING
 OF1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1973
 OF1973  HISTORY     - Date     Condition        Report By
 OF1973  HISTORY     - 1970     MONUMENTED       NYDT
 OF1973  HISTORY     - 19950508 GOOD             USPSQD
 OF1973
 OF1973                          STATION DESCRIPTION
 OF1973
 OF1973'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1973'IN PENFIELD ON BROWNCROFT BLVD. 57.5 FT. WEST OF CENTERLINE OF WHITE
 OF1973'VILLAGE DRIVE.
 OF1973'
 OF1973'45.6 FT. SOUTH OF CENTERLINE OF BROWNCROFT BLVD.
 OF1973'
 OF1973'57.5 FT. WEST OF CENTERLINE OF WHITE VILLAGE DRIVE.
 OF1973'
 OF1973'15.5 FT. SOUTH OF GRANITE CURB, ON SOUTH SIDE OF BROWNCROFT BLVD.
 OF1973'
 OF1973'9.6 FT. SOUTHWEST OF A SIGN POST
 OF1973'
 OF1973'67.3 FT. WEST OF RG AND E POLE 51B
 OF1973'
 OF1973'9.3 FT. NORTHWEST OF A SIGN POST
 OF1973'
 OF1973'1.8 FT. NORTH OF A WOOD WITNESS POST
 OF1973'
 OF1973'STATION IS A STANDARD N.Y.S.D.O.T. MONUMENT, 0.1 FT. ABOVE GRADE
 OF1973
 OF1973                          STATION RECOVERY (1995)
 OF1973
 OF1973'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1965 ***********************************************************************
 OF1965  DESIGNATION -  4 2 95 NYSDOT 1970
 OF1965  PID         -  OF1965
 OF1965  STATE/COUNTY-  NY/MONROE
 OF1965  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1965
 OF1965                         *CURRENT SURVEY CONTROL
 OF1965  ___________________________________________________________________
 OF1965* NAD 83(1996)-  43 09 13.51911(N)    077 30 21.06674(W)     ADJUSTED  
 OF1965* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 OF1965  ___________________________________________________________________
 OF1965  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 OF1965  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1965
 OF1965  HORZ ORDER  -  SECOND
 OF1965
 OF1965.The horizontal coordinates were established by classical geodetic methods
 OF1965.and adjusted by the National Geodetic Survey in January 1999..
 OF1965
 OF1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1965
 OF1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1965
 OF1965.The geoid height was determined by GEOID03.
 OF1965
 OF1965;                    North         East     Units Scale Factor Converg.
 OF1965;SPC NY W     -   350,813.912   437,634.356   MT  1.00003194   +0 44 13.2
 OF1965;SPC NY W     - 1,150,961.98  1,435,805.38   sFT  1.00003194   +0 44 13.2
 OF1965;UTM  18      - 4,780,937.588   296,257.877   MT  1.00011068   -1 42 52.2
 OF1965
 OF1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1965!SPC NY W     -   0.99998652  x   1.00003194  =   1.00001846
 OF1965!UTM  18      -   0.99998652  x   1.00011068  =   1.00009720
 OF1965
 OF1965:                Primary Azimuth Mark                     Grid Az
 OF1965:SPC NY W     -  4 2 96 NYSDOT 1970                       091 29 43.4
 OF1965:UTM  18      -  4 2 96 NYSDOT 1970                       093 56 48.8
 OF1965
 OF1965|---------------------------------------------------------------------|
 OF1965| PID    Reference Object                     Distance      Geod. Az  |
 OF1965|                                                           dddmmss.s |
 OF1965| OF1599 4 2 96 NYSDOT 1970                  APPROX. 0.5 KM 0921356.6 |
 OF1965|---------------------------------------------------------------------|
 OF1965
 OF1965                          SUPERSEDED SURVEY CONTROL
 OF1965
 OF1965  NAD 83(1986)-  43 09 13.52750(N)    077 30 21.06530(W) AD(       ) 2
 OF1965  NAD 27      -  43 09 13.30208(N)    077 30 22.07554(W) AD(       ) 2
 OF1965  NGVD 29 (07/19/86)  121.7    (m)          399.     (f) VERT ANG       
 OF1965
 OF1965.Superseded values are not recommended for survey control.
 OF1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1965.See file dsdata.txt to determine how the superseded data were derived.
 OF1965
 OF1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9625880938(NAD 83)
 OF1965_MARKER: Z = SEE DESCRIPTION
 OF1965_SETTING: 0 = UNSPECIFIED SETTING
 OF1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1965
 OF1965  HISTORY     - Date     Condition        Report By
 OF1965  HISTORY     - 1970     MONUMENTED       NYDT
 OF1965  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 OF1965
 OF1965                          STATION DESCRIPTION
 OF1965
 OF1965'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1965'IN PENFIELD IN THE SOUTHWEST CORNER OF TRAFFIC ISLAND AT THE
 OF1965'INTERSECTION OF CREEK STREET AND BROWNCROFT BLVD.
 OF1965'
 OF1965'29.4 FT. NORTH OF CENTERLINE OF BROWNCROFT BLVD.
 OF1965'
 OF1965'12.2 FT. WEST OF THE SOUTHEAST CORNER OF 2 FT X 2 FT CONCRETE
 OF1965'BASE OF TRAFFIC SENSOR
 OF1965'
 OF1965'8.6 FT. SOUTHWEST OF NORTHWEST CORNER OF 2 FT X 2 FT SWITCH BOX
 OF1965'
 OF1965'7.0 FT. SOUTHEAST OF EDGE OF TRAFFIC ISLAND
 OF1965'
 OF1965'2.4 FT. EAST OF MONROE COUNTY WITNESS POST
 OF1965'
 OF1965'2.0 FT. NORTH OF SOUTH CURB OF TRAFFIC ISLAND
 OF1965'
 OF1965'STATION IS A STANDARD N.Y.S.D.O.T. MONUMENT FLUSH WITH GRADE.
 OF1965
 OF1965                          STATION RECOVERY (1995)
 OF1965
 OF1965'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1599 ***********************************************************************
 OF1599  DESIGNATION -  4 2 96 NYSDOT 1970
 OF1599  PID         -  OF1599
 OF1599  STATE/COUNTY-  NY/MONROE
 OF1599  USGS QUAD   -  WEBSTER (1978)
 OF1599
 OF1599                         *CURRENT SURVEY CONTROL
 OF1599  ___________________________________________________________________
 OF1599* NAD 83(1996)-  43 09 12.82787(N)    077 29 56.87200(W)     ADJUSTED  
 OF1599* NAVD 88     -       136.6    (meters)     448.     (feet)  VERTCON   
 OF1599  ___________________________________________________________________
 OF1599  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 OF1599  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1599
 OF1599  HORZ ORDER  -  SECOND
 OF1599
 OF1599.The horizontal coordinates were established by classical geodetic methods
 OF1599.and adjusted by the National Geodetic Survey in January 1999..
 OF1599
 OF1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1599
 OF1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1599
 OF1599.The geoid height was determined by GEOID03.
 OF1599
 OF1599;                    North         East     Units Scale Factor Converg.
 OF1599;SPC NY W     -   350,799.635   438,181.254   MT  1.00003312   +0 44 29.7
 OF1599;SPC NY W     - 1,150,915.14  1,437,599.66   sFT  1.00003312   +0 44 29.7
 OF1599;UTM  18      - 4,780,899.929   296,803.705   MT  1.00010794   -1 42 35.6
 OF1599
 OF1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1599!SPC NY W     -   0.99998416  x   1.00003312  =   1.00001727
 OF1599!UTM  18      -   0.99998416  x   1.00010794  =   1.00009209
 OF1599
 OF1599|---------------------------------------------------------------------|
 OF1599| PID    Reference Object                     Distance      Geod. Az  |
 OF1599|                                                           dddmmss.s |
 OF1599| OF1592 TT 26K USGS 1930                    381.796 METERS 08553     |
 OF1599| OF1591 171B MCGS 1970                      376.196 METERS 08919     |
 OF1599|---------------------------------------------------------------------|
 OF1599
 OF1599                          SUPERSEDED SURVEY CONTROL
 OF1599
 OF1599  NAD 83(1986)-  43 09 12.83629(N)    077 29 56.87054(W) AD(       ) 2
 OF1599  NAD 27      -  43 09 12.61066(N)    077 29 57.88169(W) AD(       ) 2
 OF1599  NGVD 29 (07/19/86)  136.8    (m)          449.     (f) VERT ANG       
 OF1599
 OF1599.Superseded values are not recommended for survey control.
 OF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1599.See file dsdata.txt to determine how the superseded data were derived.
 OF1599
 OF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9680480900(NAD 83)
 OF1599_MARKER: Z = SEE DESCRIPTION
 OF1599_SETTING: 0 = UNSPECIFIED SETTING
 OF1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1599
 OF1599  HISTORY     - Date     Condition        Report By
 OF1599  HISTORY     - 1970     MONUMENTED       NYDT
 OF1599
 OF1599                          STATION DESCRIPTION
 OF1599
 OF1599'DESCRIBED BY NY DEPT OF TRANSP 1970 (JEG)
 OF1599'IN PENFIELD ON BROWNCROFT BLVD. 322 FT. EAST OF CENTERLINE OF ALTA
 OF1599'VISTA ROAD.
 OF1599'
 OF1599'39.0 FT. SOUTH OF CENTERLINE OF BROWNCROFT BLVD.
 OF1599'
 OF1599'15.2 FT. SOUTH OF GRANITE CURB ON SOUTH SIDE OF BROWNCROFT BLVD.
 OF1599'
 OF1599'5 FT. SOUTH OF SOUTH EDGE OF BLACK TOP WALK
 OF1599'
 OF1599'39.3 FT. SOUTHEAST OF D.I.
 OF1599'
 OF1599'50.6 FT. EAST OF WEST RANGELINE OF HOUSE 2565
 OF1599'
 OF1599'9.0 FT. EAST OF EAST RANGELINE OF HOUSE 2565
 OF1599'
 OF1599'2.4 FT. NORTH OF WOOD WITNESS POST
 OF1599'
 OF1599'STATION IS A STANDARD N.Y.S.D.O.T. MONUMENT, 0.7 FT. ABOVE GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2164 ***********************************************************************
 AE2164  CBN         -  This is a Cooperative Base Network Control Station.
 AE2164  DESIGNATION -  4 4 223
 AE2164  PID         -  AE2164
 AE2164  STATE/COUNTY-  NY/LIVINGSTON
 AE2164  USGS QUAD   -  NUNDA (1972)
 AE2164
 AE2164                         *CURRENT SURVEY CONTROL
 AE2164  ___________________________________________________________________
 AE2164* NAD 83(1996)-  42 33 26.50154(N)    077 59 14.63097(W)     ADJUSTED  
 AE2164* NAVD 88     -       349.8    (meters)    1148.     (feet)  GPS OBS   
 AE2164  ___________________________________________________________________
 AE2164  X           -     979,358.002 (meters)                     COMP
 AE2164  Y           -  -4,602,538.983 (meters)                     COMP
 AE2164  Z           -   4,291,624.622 (meters)                     COMP
 AE2164  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AE2164  ELLIP HEIGHT-         316.67  (meters)          (09/18/02) GPS OBS
 AE2164  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AE2164
 AE2164  HORZ ORDER  -  B
 AE2164  ELLP ORDER  -  FOURTH    CLASS II
 AE2164
 AE2164.The horizontal coordinates were established by GPS observations
 AE2164.and adjusted by the National Geodetic Survey in July 1997..
 AE2164
 AE2164.The orthometric height was determined by GPS observations and a
 AE2164.high-resolution geoid model.
 AE2164
 AE2164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2164
 AE2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2164
 AE2164.The ellipsoidal height was determined by GPS observations
 AE2164.and is referenced to NAD 83.
 AE2164
 AE2164.The geoid height was determined by GEOID03.
 AE2164
 AE2164;                    North         East     Units Scale Factor Converg.
 AE2164;SPC NY W     -   284,173.222   398,937.556   MT  0.99996695   +0 24 11.0
 AE2164;SPC NY W     -   932,324.98  1,308,847.63   sFT  0.99996695   +0 24 11.0
 AE2164;UTM  18      - 4,715,988.688   254,751.947   MT  1.00034007   -2 01 17.3
 AE2164;UTM  17      - 4,716,062.036   747,317.403   MT  1.00035261   +2 02 18.7
 AE2164
 AE2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2164!SPC NY W     -   0.99995034  x   0.99996695  =   0.99991729
 AE2164!UTM  18      -   0.99995034  x   1.00034007  =   1.00029039
 AE2164!UTM  17      -   0.99995034  x   1.00035261  =   1.00030293
 AE2164
 AE2164                          SUPERSEDED SURVEY CONTROL
 AE2164
 AE2164  ELLIP H (07/22/97)  316.69   (m)                       GP(       ) 1 1
 AE2164
 AE2164.Superseded values are not recommended for survey control.
 AE2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2164.See file dsdata.txt to determine how the superseded data were derived.
 AE2164
 AE2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5475215989(NAD 83)
 AE2164_MARKER: DD = SURVEY DISK
 AE2164_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE2164_STAMPING: 4-4-223
 AE2164_MARK LOGO: NYDT  
 AE2164_PROJECTION: FLUSH
 AE2164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2164+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AE2164
 AE2164  HISTORY     - Date     Condition        Report By
 AE2164  HISTORY     - 1995     MONUMENTED       NYDT
 AE2164  HISTORY     - 19980511 GOOD             FA
 AE2164  HISTORY     - 20010716 GOOD             NYDT
 AE2164
 AE2164                          STATION DESCRIPTION
 AE2164
 AE2164'DESCRIBED BY NY DEPT OF TRANSP 1995 (KDS)
 AE2164'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF NY ROUTE 70, ABOUT 22.5
 AE2164'KM (13.98 MI) WEST OF DANSVILLE.  TO REACH THE STATION FROM THE
 AE2164'JUNCTION OF ROUTES 70 AND 408 IN DALTON, GO WEST NORTHWEST ON NY 70
 AE2164'FOR 4.0 KM (2.49 MI) TO THE HIGHWAY BRIDGE OVER KESHEQUA CREEK AND THE
 AE2164'STATION ON THE RIGHT, JUST BEFORE THE BRIDGE.  THE STATION IS A NYSDOT
 AE2164'SURVEY DISK SET IN A PRE-CAST CONCRETE MONUMENT PROJECTING 15.2 CM
 AE2164'ABOVE THE GROUND.  IT IS NEAR THE SOUTHEAST CORNER OF THE BRIDGE, ON
 AE2164'THE NORTHEAST SIDE OF THE HIGHWAY.  IT IS 3 M (9.84 FT) FROM THE
 AE2164'PAINTED EDGE OF THE TRAVEL LANE, AND 5 M (16.40 FT) NORTHWEST OF A
 AE2164'STEEP ROCK-COVERED DRIVEWAY SLOPING DOWN TO A CULTIVATED FIELD. THE
 AE2164'BRIDGE AND THE STATION ARE ALSO ABOUT 1.1 KM (0.68 MI) SOUTH OF THE
 AE2164'JUNCTION OF ROUTES 70 AND 436.
 AE2164
 AE2164                          STATION RECOVERY (1998)
 AE2164
 AE2164'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 AE2164'AS DESCRIBED.
 AE2164
 AE2164                          STATION RECOVERY (2001)
 AE2164
 AE2164'RECOVERY NOTE BY NY DEPT OF TRANSP 2001
 AE2164'RECOVERED AS DESCRIBED.
 AE2164' 
 AE2164'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1557 ***********************************************************************
 KU1557  DESIGNATION -  4 F
 KU1557  PID         -  KU1557
 KU1557  STATE/COUNTY-  NY/NASSAU
 KU1557  USGS QUAD   -  JONES INLET (1975)
 KU1557
 KU1557                         *CURRENT SURVEY CONTROL
 KU1557  ___________________________________________________________________
 KU1557* NAD 83(1986)-  40 35 02.     (N)    073 33 59.     (W)     SCALED    
 KU1557* NAVD 88     -         2.273  (meters)       7.46   (feet)  ADJUSTED  
 KU1557  ___________________________________________________________________
 KU1557  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU1557  DYNAMIC HT  -           2.272 (meters)       7.45  (feet)  COMP
 KU1557  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 KU1557
 KU1557  VERT ORDER  -  SECOND    CLASS 0
 KU1557
 KU1557.The horizontal coordinates were scaled from a topographic map and have
 KU1557.an estimated accuracy of +/- 6 seconds.
 KU1557
 KU1557.The orthometric height was determined by differential leveling
 KU1557.and adjusted by the National Geodetic Survey in June 1991..
 KU1557
 KU1557.The geoid height was determined by GEOID03.
 KU1557
 KU1557.The dynamic height is computed by dividing the NAVD 88
 KU1557.geopotential number by the normal gravity value computed on the
 KU1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1557.degrees latitude (g = 980.6199 gals.).
 KU1557
 KU1557.The modeled gravity was interpolated from observed gravity values.
 KU1557
 KU1557;                    North         East    Units  Estimated Accuracy
 KU1557;SPC NY L     -    46,420.      336,710.      MT  (+/- 180 meters Scaled)
 KU1557
 KU1557                          SUPERSEDED SURVEY CONTROL
 KU1557
 KU1557  NGVD 29 (??/??/92)    2.623  (m)            8.61   (f) ADJ UNCH    2 0
 KU1557
 KU1557.Superseded values are not recommended for survey control.
 KU1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1557.See file dsdata.txt to determine how the superseded data were derived.
 KU1557
 KU1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK213935(NAD 83)
 KU1557_MARKER: DD = SURVEY DISK
 KU1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1557_STAMPING: 4 F
 KU1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1557+STABILITY: SURFACE MOTION
 KU1557
 KU1557  HISTORY     - Date     Condition        Report By
 KU1557  HISTORY     - UNK      MONUMENTED       NYLISP
 KU1557  HISTORY     - 1956     GOOD             NGS
 KU1557
 KU1557                          STATION DESCRIPTION
 KU1557
 KU1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1557'AT SHORT BEACH.
 KU1557'AT SHORT BEACH, NASSAU COUNTY, 0.15 MILE SOUTH OF BENCH MARK
 KU1557'4 R (L.I.S.P.C.) DESCRIBED ABOVE, ON THE BEACH, ON THE NORTH SIDE
 KU1557'OF A SAND DUNE RIDGE, 50 FEET NORTH OF A 10-FOOT-HIGH BOARD
 KU1557'SIGNAL, AND ABOUT 2 FEET BELOW THE SAND.  A LONG ISLAND STATE
 KU1557'PARKWAY COMMISSION STANDARD DISK, STAMPED 4 F AND SET IN THE TOP
 KU1557'OF A 4-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1556 ***********************************************************************
 KU1556  DESIGNATION -  4 R
 KU1556  PID         -  KU1556
 KU1556  STATE/COUNTY-  NY/NASSAU
 KU1556  USGS QUAD   -  JONES INLET (1975)
 KU1556
 KU1556                         *CURRENT SURVEY CONTROL
 KU1556  ___________________________________________________________________
 KU1556* NAD 83(1986)-  40 35 07.     (N)    073 33 59.     (W)     SCALED    
 KU1556* NAVD 88     -         2.245  (meters)       7.37   (feet)  ADJUSTED  
 KU1556  ___________________________________________________________________
 KU1556  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU1556  DYNAMIC HT  -           2.244 (meters)       7.36  (feet)  COMP
 KU1556  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 KU1556
 KU1556  VERT ORDER  -  SECOND    CLASS 0
 KU1556
 KU1556.The horizontal coordinates were scaled from a topographic map and have
 KU1556.an estimated accuracy of +/- 6 seconds.
 KU1556
 KU1556.The orthometric height was determined by differential leveling
 KU1556.and adjusted by the National Geodetic Survey in June 1991..
 KU1556
 KU1556.The geoid height was determined by GEOID03.
 KU1556
 KU1556.The dynamic height is computed by dividing the NAVD 88
 KU1556.geopotential number by the normal gravity value computed on the
 KU1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1556.degrees latitude (g = 980.6199 gals.).
 KU1556
 KU1556.The modeled gravity was interpolated from observed gravity values.
 KU1556
 KU1556;                    North         East    Units  Estimated Accuracy
 KU1556;SPC NY L     -    46,580.      336,710.      MT  (+/- 180 meters Scaled)
 KU1556
 KU1556                          SUPERSEDED SURVEY CONTROL
 KU1556
 KU1556  NGVD 29 (??/??/92)    2.594  (m)            8.51   (f) ADJ UNCH    2 0
 KU1556
 KU1556.Superseded values are not recommended for survey control.
 KU1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1556.See file dsdata.txt to determine how the superseded data were derived.
 KU1556
 KU1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK213937(NAD 83)
 KU1556_MARKER: DD = SURVEY DISK
 KU1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1556_STAMPING: 4 R
 KU1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1556+STABILITY: SURFACE MOTION
 KU1556
 KU1556  HISTORY     - Date     Condition        Report By
 KU1556  HISTORY     - UNK      MONUMENTED       NYLISP
 KU1556  HISTORY     - 1956     GOOD             NGS
 KU1556
 KU1556                          STATION DESCRIPTION
 KU1556
 KU1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1556'3.4 MI W FROM JONES BEACH.
 KU1556'3.1 MILES WEST ALONG OCEAN PARKWAY FROM THE WATER TOWER AT
 KU1556'JONES BEACH, NASSAU COUNTY, TO THE END OF THE CONCRETE ROAD,
 KU1556'THENCE 0.25 MILE WEST ALONG A GRAVEL ROAD, AND 125 PACES SOUTH
 KU1556'OF THE CENTERLINE OF A GRAVEL ROAD LEADING TO THE JETTY AT THE
 KU1556'WEST END OF SHORT BEACH.  A LONG ISLAND STATE PARKWAY COMMISSION
 KU1556'STANDARD DISK, STAMPED 4 R AND SET IN THE TOP OF A 4-INCH SQUARE
 KU1556'CONCRETE POST PROJECTING 2 INCHES ABOVE THE SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0099 ***********************************************************************
 OG0099  DESIGNATION -  4 USDWC
 OG0099  PID         -  OG0099
 OG0099  STATE/COUNTY-  NY/NIAGARA
 OG0099  USGS QUAD   -  
 OG0099
 OG0099                         *CURRENT SURVEY CONTROL
 OG0099  ___________________________________________________________________
 OG0099* NAD 83(1986)-  43 20 12.     (N)    078 43 07.     (W)     SCALED    
 OG0099* NAVD 88     -        78.774  (meters)     258.44   (feet)  ADJUSTED  
 OG0099  ___________________________________________________________________
 OG0099  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0099  DYNAMIC HT  -          78.757 (meters)     258.39  (feet)  COMP
 OG0099  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 OG0099
 OG0099  VERT ORDER  -  FIRST     CLASS 0
 OG0099
 OG0099.The horizontal coordinates were scaled from a topographic map and have
 OG0099.an estimated accuracy of +/- 6 seconds.
 OG0099
 OG0099.The orthometric height was determined by differential leveling
 OG0099.and adjusted by the National Geodetic Survey in June 1991..
 OG0099
 OG0099.The geoid height was determined by GEOID03.
 OG0099
 OG0099.The dynamic height is computed by dividing the NAVD 88
 OG0099.geopotential number by the normal gravity value computed on the
 OG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0099.degrees latitude (g = 980.6199 gals.).
 OG0099
 OG0099.The modeled gravity was interpolated from observed gravity values.
 OG0099
 OG0099;                    North         East    Units  Estimated Accuracy
 OG0099;SPC NY W     -   370,580.      339,030.      MT  (+/- 180 meters Scaled)
 OG0099
 OG0099                          SUPERSEDED SURVEY CONTROL
 OG0099
 OG0099.No superseded survey control is available for this station.
 OG0099
 OG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ849007(NAD 83)
 OG0099_MARKER: Z = SEE DESCRIPTION
 OG0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0099_SP_SET: WATER TABLE
 OG0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0099
 OG0099  HISTORY     - Date     Condition        Report By
 OG0099  HISTORY     - UNK      MONUMENTED       USDWC
 OG0099  HISTORY     - 1967     GOOD             USLS
 OG0099  HISTORY     - 1977     GOOD             NGS
 OG0099  HISTORY     - 19991130 MARK NOT FOUND   USPSQD
 OG0099
 OG0099                          STATION DESCRIPTION
 OG0099
 OG0099'DESCRIBED BY US LAKE SURVEY 1967
 OG0099'IN OLCOTT.
 OG0099'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 600 FEET WEST OF THE
 OG0099'CREEK, AT THE NORTHEAST CORNER OF MAIN AND VAN BUREN STREETS, AT
 OG0099'SOUTHWEST CORNER OF A RED BRICK STORE, BEING HIGHEST POINT IN A
 OG0099'SQUARE CUT IN EXTREME CORNER OF THE WATER TABLE.  THE EXTREME CORNER
 OG0099'WAS FOUND CHIPPED IN 1951.
 OG0099
 OG0099                          STATION RECOVERY (1977)
 OG0099
 OG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0099'RECOVERED IN GOOD CONDITION.
 OG0099
 OG0099                          STATION RECOVERY (1999)
 OG0099
 OG0099'RECOVERY NOTE BY US POWER SQUADRON 1999
 OG0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1576 ***********************************************************************
 KU1576  DESIGNATION -  4 USE
 KU1576  PID         -  KU1576
 KU1576  STATE/COUNTY-  NY/NASSAU
 KU1576  USGS QUAD   -  SEA CLIFF (1979)
 KU1576
 KU1576                         *CURRENT SURVEY CONTROL
 KU1576  ___________________________________________________________________
 KU1576* NAD 83(1986)-  40 49 52.     (N)    073 42 07.     (W)     SCALED    
 KU1576* NAVD 88     -         3.610  (meters)      11.84   (feet)  ADJUSTED  
 KU1576  ___________________________________________________________________
 KU1576  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU1576  DYNAMIC HT  -           3.608 (meters)      11.84  (feet)  COMP
 KU1576  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 KU1576
 KU1576  VERT ORDER  -  SECOND    CLASS 0
 KU1576
 KU1576.The horizontal coordinates were scaled from a topographic map and have
 KU1576.an estimated accuracy of +/- 6 seconds.
 KU1576
 KU1576.The orthometric height was determined by differential leveling
 KU1576.and adjusted by the National Geodetic Survey in June 1991..
 KU1576
 KU1576.The geoid height was determined by GEOID03.
 KU1576
 KU1576.The dynamic height is computed by dividing the NAVD 88
 KU1576.geopotential number by the normal gravity value computed on the
 KU1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1576.degrees latitude (g = 980.6199 gals.).
 KU1576
 KU1576.The modeled gravity was interpolated from observed gravity values.
 KU1576
 KU1576;                    North         East    Units  Estimated Accuracy
 KU1576;SPC NY L     -    73,830.      325,140.      MT  (+/- 180 meters Scaled)
 KU1576
 KU1576                          SUPERSEDED SURVEY CONTROL
 KU1576
 KU1576  NGVD 29 (??/??/92)    3.94   (m)           12.9    (f) COMPUTED    2 0
 KU1576
 KU1576.Superseded values are not recommended for survey control.
 KU1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1576.See file dsdata.txt to determine how the superseded data were derived.
 KU1576
 KU1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL094208(NAD 83)
 KU1576_MARKER: Q = CHISELED SQUARE
 KU1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1576_SP_SET: STEPS
 KU1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1576
 KU1576  HISTORY     - Date     Condition        Report By
 KU1576  HISTORY     - UNK      MONUMENTED       DOD
 KU1576  HISTORY     - 1932     GOOD             NGS
 KU1576  HISTORY     - 1935     GOOD             NGS
 KU1576  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU1576
 KU1576                          STATION DESCRIPTION
 KU1576
 KU1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1576'AT PORT WASHINGTON.
 KU1576'AT PORT WASHINGTON, NASSAU COUNTY, ON SHORE ROAD, NEAR THE
 KU1576'EAST END OF THE PUBLIC DOCK, AT BRADLEY HOTEL, AT THE CONCRETE
 KU1576'STEPS LEADING TO THE FRONT PORCH, NEAR THE SOUTH END OF THE
 KU1576'SECOND STEP FROM THE BOTTOM, 10.8 FEET FROM THE NORTHEAST
 KU1576'CORNER OF THE PORCH, 9.4 FEET FROM THE WEST CORNER OF THE
 KU1576'BUILDING, AND 8.3 FEET ALONG THE STEPS FROM THE WALL.  NOTE-- NO
 KU1576'CHISELED SQUARE WAS FOUND ON THE STEPS AT THE DESCRIBED
 KU1576'LOCATION.  THERE IS, HOWEVER, A SMALL AMOUNT OF WHITE PAINT
 KU1576'AT THE POINT INDICATED, SUGGESTING THAT THE MARK MAY HAVE
 KU1576'BEEN PAINTED ON INSTEAD OF CHISELED.
 KU1576
 KU1576                          STATION RECOVERY (1935)
 KU1576
 KU1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1576'RECOVERED IN GOOD CONDITION.
 KU1576
 KU1576                          STATION RECOVERY (1990)
 KU1576
 KU1576'RECOVERY NOTE BY US POWER SQUADRON 1990 (WL)
 KU1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1715 ***********************************************************************
 NB1715  DESIGNATION -  4 USGS
 NB1715  PID         -  NB1715
 NB1715  STATE/COUNTY-  NY/STEUBEN
 NB1715  USGS QUAD   -  HORNELL (1978)
 NB1715
 NB1715                         *CURRENT SURVEY CONTROL
 NB1715  ___________________________________________________________________
 NB1715* NAD 83(1986)-  42 20 05.     (N)    077 40 57.     (W)     SCALED    
 NB1715* NAVD 88     -       365.755  (meters)    1199.98   (feet)  ADJUSTED  
 NB1715  ___________________________________________________________________
 NB1715  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 NB1715  DYNAMIC HT  -         365.624 (meters)    1199.55  (feet)  COMP
 NB1715  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 NB1715
 NB1715  VERT ORDER  -  FIRST     CLASS II
 NB1715
 NB1715.The horizontal coordinates were scaled from a topographic map and have
 NB1715.an estimated accuracy of +/- 6 seconds.
 NB1715
 NB1715.The orthometric height was determined by differential leveling
 NB1715.and adjusted by the National Geodetic Survey in June 1991..
 NB1715
 NB1715.The geoid height was determined by GEOID03.
 NB1715
 NB1715.The dynamic height is computed by dividing the NAVD 88
 NB1715.geopotential number by the normal gravity value computed on the
 NB1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1715.degrees latitude (g = 980.6199 gals.).
 NB1715
 NB1715.The modeled gravity was interpolated from observed gravity values.
 NB1715
 NB1715;                    North         East    Units  Estimated Accuracy
 NB1715;SPC NY C     -   259,860.      159,420.      MT  (+/- 180 meters Scaled)
 NB1715
 NB1715                          SUPERSEDED SURVEY CONTROL
 NB1715
 NB1715.No superseded survey control is available for this station.
 NB1715
 NB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM790904(NAD 83)
 NB1715_MARKER: DD = SURVEY DISK
 NB1715_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1715_SP_SET: ABUTMENT
 NB1715_STAMPING: 4
 NB1715_MARK LOGO: USGS  
 NB1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1715
 NB1715  HISTORY     - Date     Condition        Report By
 NB1715  HISTORY     - UNK      MONUMENTED       USGS
 NB1715  HISTORY     - 1983     GOOD             NGS
 NB1715
 NB1715                          STATION DESCRIPTION
 NB1715
 NB1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1715'1.9 KM (1.2 MI) WEST FROM HORNELL.
 NB1715'1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE IN
 NB1715'HORNELL TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE WEST
 NB1715'ABUTMENT OF A SMALL BRIDGE OVER CANACADEA CREEK, 7.01 METERS (23.0 FT)
 NB1715'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT) NORTH OF
 NB1715'THE SOUTH END OF THE ABUTMENT.
 NB1715'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2456 ***********************************************************************
 OF2456  DESIGNATION -  402 4 MCGS 1969
 OF2456  PID         -  OF2456
 OF2456  STATE/COUNTY-  NY/MONROE
 OF2456  USGS QUAD   -  CLIFTON (1971)
 OF2456
 OF2456                         *CURRENT SURVEY CONTROL
 OF2456  ___________________________________________________________________
 OF2456* NAD 83(1996)-  43 06 55.71663(N)    077 50 11.46112(W)     ADJUSTED  
 OF2456* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 OF2456  ___________________________________________________________________
 OF2456  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 OF2456  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF2456
 OF2456  HORZ ORDER  -  SECOND
 OF2456
 OF2456.The horizontal coordinates were established by classical geodetic methods
 OF2456.and adjusted by the National Geodetic Survey in January 1999..
 OF2456
 OF2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2456
 OF2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2456
 OF2456.The geoid height was determined by GEOID03.
 OF2456
 OF2456;                    North         East     Units Scale Factor Converg.
 OF2456;SPC NY W     -   346,268.729   410,778.282   MT  0.99998293   +0 30 37.6
 OF2456;SPC NY W     - 1,136,049.99  1,347,695.08   sFT  0.99998293   +0 30 37.6
 OF2456;UTM  18      - 4,777,544.339   269,227.271   MT  1.00025519   -1 56 22.3
 OF2456
 OF2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2456!SPC NY W     -   0.99997654  x   0.99998293  =   0.99995947
 OF2456!UTM  18      -   0.99997654  x   1.00025519  =   1.00023172
 OF2456
 OF2456:                Primary Azimuth Mark                     Grid Az
 OF2456:SPC NY W     -  JACOBS AZIMUTH MARK 1969                 255 44 50.6
 OF2456:UTM  18      -  JACOBS AZIMUTH MARK 1969                 258 11 50.5
 OF2456
 OF2456|---------------------------------------------------------------------|
 OF2456| PID    Reference Object                     Distance      Geod. Az  |
 OF2456|                                                           dddmmss.s |
 OF2456| OF2433 JACOBS AZIMUTH MARK 1969            APPROX. 1.0 KM 2561528.2 |
 OF2456|---------------------------------------------------------------------|
 OF2456
 OF2456                          SUPERSEDED SURVEY CONTROL
 OF2456
 OF2456  NAD 83(1986)-  43 06 55.72343(N)    077 50 11.45946(W) AD(       ) 2
 OF2456  NAD 27      -  43 06 55.50281(N)    077 50 12.42858(W) AD(       ) 2
 OF2456  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 OF2456
 OF2456.Superseded values are not recommended for survey control.
 OF2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2456.See file dsdata.txt to determine how the superseded data were derived.
 OF2456
 OF2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6922777544(NAD 83)
 OF2456_MARKER: DD = SURVEY DISK
 OF2456_SETTING: 0 = UNSPECIFIED SETTING
 OF2456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2456
 OF2456  HISTORY     - Date     Condition        Report By
 OF2456  HISTORY     - 1969     MONUMENTED       NY-055
 OF2456
 OF2456                          STATION DESCRIPTION
 OF2456
 OF2456'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2456'IN RIGA ALONG BUFFALO ROAD
 OF2456'
 OF2456'0.77 NORTHEAST OF STATION JACOBS 1969
 OF2456'
 OF2456'400 FEET (APROX.) EAST OF PERCY ROAD
 OF2456'
 OF2456'30.1 FEET NORTH OF BUFFALO ROAD
 OF2456'
 OF2456'47.9 FEET EAST OF EAST RANGE LINE HOUSE
 OF2456'
 OF2456'70.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF SAME HOUSE.
 OF2456'
 OF2456'3.2 FEET SOUTHEAST OF POLE NM 17 1/2, RTC 1/2
 OF2456'
 OF2456'57.8 FEET WEST OF CATCH BASIN AT WEST EDGE OF ENTRANCE TO
 OF2456'CHURCHVILLE-CHILI HIGH SCHOOL
 OF2456'
 OF2456'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2456'STAMPED 402-4 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2429 ***********************************************************************
 OF2429  DESIGNATION -  402 6 MCGS 1969
 OF2429  PID         -  OF2429
 OF2429  STATE/COUNTY-  NY/MONROE
 OF2429  USGS QUAD   -  CLIFTON (1971)
 OF2429
 OF2429                         *CURRENT SURVEY CONTROL
 OF2429  ___________________________________________________________________
 OF2429* NAD 83(1996)-  43 06 40.43965(N)    077 51 42.87340(W)     ADJUSTED  
 OF2429* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 OF2429  ___________________________________________________________________
 OF2429  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OF2429  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OF2429
 OF2429  HORZ ORDER  -  SECOND
 OF2429
 OF2429.The horizontal coordinates were established by classical geodetic methods
 OF2429.and adjusted by the National Geodetic Survey in January 1999..
 OF2429
 OF2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2429
 OF2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2429
 OF2429.The geoid height was determined by GEOID03.
 OF2429
 OF2429;                    North         East     Units Scale Factor Converg.
 OF2429;SPC NY W     -   345,779.215   408,715.826   MT  0.99997990   +0 29 35.0
 OF2429;SPC NY W     - 1,134,443.97  1,340,928.51   sFT  0.99997990   +0 29 35.0
 OF2429;UTM  18      - 4,777,143.321   267,145.193   MT  1.00026707   -1 57 24.3
 OF2429
 OF2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2429!SPC NY W     -   0.99997509  x   0.99997990  =   0.99995499
 OF2429!UTM  18      -   0.99997509  x   1.00026707  =   1.00024216
 OF2429
 OF2429:                Primary Azimuth Mark                     Grid Az
 OF2429:SPC NY W     -  JACOBS AZIMUTH MARK 1969                 077 28 31.2
 OF2429:UTM  18      -  JACOBS AZIMUTH MARK 1969                 079 55 30.5
 OF2429
 OF2429|---------------------------------------------------------------------|
 OF2429| PID    Reference Object                     Distance      Geod. Az  |
 OF2429|                                                           dddmmss.s |
 OF2429| OF2433 JACOBS AZIMUTH MARK 1969            APPROX. 1.1 KM 0775806.2 |
 OF2429|---------------------------------------------------------------------|
 OF2429
 OF2429                          SUPERSEDED SURVEY CONTROL
 OF2429
 OF2429  NAD 83(1986)-  43 06 40.44639(N)    077 51 42.87172(W) AD(       ) 2
 OF2429  NAD 27      -  43 06 40.22621(N)    077 51 43.83791(W) AD(       ) 2
 OF2429  NGVD 29 (07/19/86)  194.2    (m)          637.     (f) VERT ANG       
 OF2429
 OF2429.Superseded values are not recommended for survey control.
 OF2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2429.See file dsdata.txt to determine how the superseded data were derived.
 OF2429
 OF2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6714577143(NAD 83)
 OF2429_MARKER: DD = SURVEY DISK
 OF2429_SETTING: 0 = UNSPECIFIED SETTING
 OF2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2429
 OF2429  HISTORY     - Date     Condition        Report By
 OF2429  HISTORY     - 1969     MONUMENTED       NY-055
 OF2429
 OF2429                          STATION DESCRIPTION
 OF2429
 OF2429'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2429'IN RIGA ALONG BUFFALO ROAD
 OF2429'
 OF2429'0.15 MILE EAST OF BROMLEY ROAD
 OF2429'
 OF2429'32.6 FEET NORTH OF CENTER OF BUFFALO ROAD
 OF2429'
 OF2429'52.8 FEET SOUTH OF POLE BNE 36
 OF2429'
 OF2429'82.4 FEET NORTHWEST OF POLE RTC 57
 OF2429'
 OF2429'135 FEET EAST OF EAST RANGE LINE OF HYDRANT
 OF2429'
 OF2429'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2429'STAMPED 402-6 IN THE TOP OF A CONCRETE POST 0.7 FOOT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0006 ***********************************************************************
 NC0006  DESIGNATION -  40.33
 NC0006  PID         -  NC0006
 NC0006  STATE/COUNTY-  NY/WYOMING
 NC0006  USGS QUAD   -  WYOMING (1976)
 NC0006
 NC0006                         *CURRENT SURVEY CONTROL
 NC0006  ___________________________________________________________________
 NC0006* NAD 83(1986)-  42 47 31.     (N)    078 06 16.     (W)     SCALED    
 NC0006* NAVD 88     -       299.30   (+/-2cm)     982.0    (feet)  VERTCON   
 NC0006  ___________________________________________________________________
 NC0006  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NC0006
 NC0006  VERT ORDER  -  THIRD (See Below)
 NC0006
 NC0006.The horizontal coordinates were scaled from a topographic map and have
 NC0006.an estimated accuracy of +/- 6 seconds.
 NC0006
 NC0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0006.The vertical order pertains to the NGVD 29 superseded value.
 NC0006
 NC0006.The geoid height was determined by GEOID03.
 NC0006
 NC0006;                    North         East    Units  Estimated Accuracy
 NC0006;SPC NY W     -   310,170.      389,180.      MT  (+/- 180 meters Scaled)
 NC0006
 NC0006                          SUPERSEDED SURVEY CONTROL
 NC0006
 NC0006  NGVD 29 (??/??/??)  299.45   (m)          982.4    (f) RESET       3  
 NC0006
 NC0006.Superseded values are not recommended for survey control.
 NC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0006.See file dsdata.txt to determine how the superseded data were derived.
 NC0006
 NC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH368417(NAD 83)
 NC0006_MARKER: Z = SEE DESCRIPTION
 NC0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0006_SP_SET: CULVERT
 NC0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0006
 NC0006  HISTORY     - Date     Condition        Report By
 NC0006  HISTORY     - UNK      MONUMENTED       BORR
 NC0006  HISTORY     - 1929     GOOD             NGS
 NC0006
 NC0006                          STATION DESCRIPTION
 NC0006
 NC0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0006'7.5 MI SW FROM PEARL CREEK.
 NC0006'ON CULVERT 40.33, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0006'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0230 ***********************************************************************
 OF0230  DESIGNATION -  404
 OF0230  PID         -  OF0230
 OF0230  STATE/COUNTY-  NY/ONONDAGA
 OF0230  USGS QUAD   -  SYRACUSE WEST (1978)
 OF0230
 OF0230                         *CURRENT SURVEY CONTROL
 OF0230  ___________________________________________________________________
 OF0230* NAD 83(1986)-  43 03 03.     (N)    076 08 57.     (W)     SCALED    
 OF0230* NAVD 88     -       123.031  (meters)     403.64   (feet)  ADJUSTED  
 OF0230  ___________________________________________________________________
 OF0230  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 OF0230  DYNAMIC HT  -         123.001 (meters)     403.55  (feet)  COMP
 OF0230  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 OF0230
 OF0230  VERT ORDER  -  SECOND    CLASS I
 OF0230
 OF0230.The horizontal coordinates were scaled from a topographic map and have
 OF0230.an estimated accuracy of +/- 6 seconds.
 OF0230
 OF0230.The orthometric height was determined by differential leveling
 OF0230.and adjusted by the National Geodetic Survey in July 2002..
 OF0230.No vertical observational check was made to the station.
 OF0230
 OF0230.The geoid height was determined by GEOID03.
 OF0230
 OF0230.The dynamic height is computed by dividing the NAVD 88
 OF0230.geopotential number by the normal gravity value computed on the
 OF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0230.degrees latitude (g = 980.6199 gals.).
 OF0230
 OF0230.The modeled gravity was interpolated from observed gravity values.
 OF0230
 OF0230;                    North         East    Units  Estimated Accuracy
 OF0230;SPC NY C     -   338,910.      285,370.      MT  (+/- 180 meters Scaled)
 OF0230
 OF0230                          SUPERSEDED SURVEY CONTROL
 OF0230
 OF0230  NAVD 88 (06/15/91)  123.022  (m)          403.61   (f) UNKNOWN     1 2
 OF0230  NGVD 29 (??/??/92)  123.192  (m)          404.17   (f) ADJ UNCH    1 2
 OF0230
 OF0230.Superseded values are not recommended for survey control.
 OF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0230.See file dsdata.txt to determine how the superseded data were derived.
 OF0230
 OF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN064671(NAD 83)
 OF0230_MARKER: DD = SURVEY DISK
 OF0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0230_SP_SET: WATER TABLE FOUNDATION
 OF0230_STAMPING: 404
 OF0230_MARK LOGO: USGS  
 OF0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0230+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 OF0230
 OF0230  HISTORY     - Date     Condition        Report By
 OF0230  HISTORY     - UNK      MONUMENTED       USGS
 OF0230  HISTORY     - 1931     GOOD             NGS
 OF0230  HISTORY     - 1990     GOOD             USPSQD
 OF0230  HISTORY     - 20010828 GOOD             NGS
 OF0230
 OF0230                          STATION DESCRIPTION
 OF0230
 OF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OF0230'AT SYRACUSE.
 OF0230'AT THE INTERSECTION OF ERIE BOULEVARD AND MONTGOMERY ST. ON THE
 OF0230'DEPARTMENT OF PUBLIC WORKS OFFICE BUILDING (NEW YORK STATE) AT THE
 OF0230'SOUTH ENTRANCE IN THE WATER TABLE JUST WEST OF DOOR.
 OF0230
 OF0230                          STATION RECOVERY (1990)
 OF0230
 OF0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (RJB)
 OF0230'RECOVERED IN GOOD CONDITION.
 OF0230
 OF0230                          STATION RECOVERY (2001)
 OF0230
 OF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 OF0230'IN SYRACUSE, AT THE INTERSECTION OF EAST WATER AND MONTGOMERY STREETS,
 OF0230'SET VERTICALLY
 OF0230'IN THE SOUTH FACE OF THE STONE WATER TABLE OF A MUSEUM (OLD PUBLIC
 OF0230'WORKS BUILDING), 30.2
 OF0230'M EAST OF THE CENTERLINE OF MONTGOMERY STREET, 16.2 M NORTH OF THE
 OF0230'CENTER OF EAST
 OF0230'WATER STREET, 1.8 M EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND
 OF0230'0.4 M ABOVE THE
 OF0230'LEVEL OF THE SIDEWALK.  NOTE--THE BUILDING IS OWNED BY THE CITY OF
 OF0230'SYRACUSE, CITY HALL,
 OF0230'SYRACUSE, NY 13212.
 OF0230'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0773 ***********************************************************************
 OF0773  DESIGNATION -  406
 OF0773  PID         -  OF0773
 OF0773  STATE/COUNTY-  NY/WAYNE
 OF0773  USGS QUAD   -  SAVANNAH (1978)
 OF0773
 OF0773                         *CURRENT SURVEY CONTROL
 OF0773  ___________________________________________________________________
 OF0773* NAD 83(1986)-  43 05 08.     (N)    076 52 15.     (W)     SCALED    
 OF0773* NAVD 88     -       123.652  (meters)     405.68   (feet)  ADJUSTED  
 OF0773  ___________________________________________________________________
 OF0773  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OF0773  DYNAMIC HT  -         123.622 (meters)     405.58  (feet)  COMP
 OF0773  MODELED GRAV-     980,374.0   (mgal)                       NAVD 88
 OF0773
 OF0773  VERT ORDER  -  SECOND    CLASS 0
 OF0773
 OF0773.The horizontal coordinates were scaled from a topographic map and have
 OF0773.an estimated accuracy of +/- 6 seconds.
 OF0773
 OF0773.The orthometric height was determined by differential leveling
 OF0773.and adjusted by the National Geodetic Survey in June 1991..
 OF0773
 OF0773.The geoid height was determined by GEOID03.
 OF0773
 OF0773.The dynamic height is computed by dividing the NAVD 88
 OF0773.geopotential number by the normal gravity value computed on the
 OF0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0773.degrees latitude (g = 980.6199 gals.).
 OF0773
 OF0773.The modeled gravity was interpolated from observed gravity values.
 OF0773
 OF0773;                    North         East    Units  Estimated Accuracy
 OF0773;SPC NY C     -   342,710.      226,590.      MT  (+/- 180 meters Scaled)
 OF0773
 OF0773                          SUPERSEDED SURVEY CONTROL
 OF0773
 OF0773  NGVD 29 (??/??/92)  123.845  (m)          406.31   (f) ADJ UNCH    2 0
 OF0773
 OF0773.Superseded values are not recommended for survey control.
 OF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0773.See file dsdata.txt to determine how the superseded data were derived.
 OF0773
 OF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN477720(NAD 83)
 OF0773_MARKER: DD = SURVEY DISK
 OF0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0773_SP_SET: BUILDING
 OF0773_STAMPING: 406 OSWEGO
 OF0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0773+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 OF0773
 OF0773  HISTORY     - Date     Condition        Report By
 OF0773  HISTORY     - 1942     MONUMENTED       CGS
 OF0773  HISTORY     - 1969     GOOD             KONSKI
 OF0773  HISTORY     - 19880604 GOOD             USPSQD
 OF0773  HISTORY     - 19900922 GOOD             USPSQD
 OF0773  HISTORY     - 19981017 GOOD             USPSQD
 OF0773  HISTORY     - 20040508 GOOD             USPSQD
 OF0773
 OF0773                          STATION DESCRIPTION
 OF0773
 OF0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0773'AT CLYDE.
 OF0773'TO REACH FROM POST OFFICE AT CLYDE, GO WEST ON SOUTH PARK STREET,
 OF0773'ABOUT 175.0 FEET TO SODUS STREET. THENCE TURN NORTH (RIGHT) AND GO
 OF0773'ONE BLOCK TO INTERSECTION OF SODUS AND CAROLINE STREET. BENCH MARK
 OF0773'IS IN EAST WALL OF METHODIST EPISCOPAL CHURCH BUILDING, ABOUT 42.0
 OF0773'FEET WEST OF SODUS STREET. ABOUT 36.0 FEET SOUTH OF AND 2.0 FEET
 OF0773'BELOW CENTER LINE OF CAROLINE STREET. ABOUT 7.0 FEET SOUTH OF NORTH
 OF0773'EAST CORNER OF CHURCH, SET VERTICAL IN EAST WALL.
 OF0773
 OF0773                          STATION RECOVERY (1969)
 OF0773
 OF0773'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0773'RECOVERED IN GOOD CONDITION.
 OF0773
 OF0773                          STATION RECOVERY (1988)
 OF0773
 OF0773'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSS)
 OF0773'RECOVERED IN GOOD CONDITION.
 OF0773
 OF0773                          STATION RECOVERY (1990)
 OF0773
 OF0773'RECOVERY NOTE BY US POWER SQUADRON 1990 (RSS)
 OF0773'RECOVERED IN GOOD CONDITION.
 OF0773
 OF0773                          STATION RECOVERY (1998)
 OF0773
 OF0773'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0773'RECOVERED IN GOOD CONDITION.
 OF0773
 OF0773                          STATION RECOVERY (2004)
 OF0773
 OF0773'RECOVERY NOTE BY US POWER SQUADRON 2004
 OF0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1539 ***********************************************************************
 LX1539  DESIGNATION -  406
 LX1539  PID         -  LX1539
 LX1539  STATE/COUNTY-  NY/DUTCHESS
 LX1539  USGS QUAD   -  DOVER PLAINS (1984)
 LX1539
 LX1539                         *CURRENT SURVEY CONTROL
 LX1539  ___________________________________________________________________
 LX1539* NAD 83(1986)-  41 44 28.     (N)    073 34 34.     (W)     SCALED    
 LX1539* NAVD 88     -       123.652  (meters)     405.68   (feet)  ADJUSTED  
 LX1539  ___________________________________________________________________
 LX1539  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX1539  DYNAMIC HT  -         123.608 (meters)     405.54  (feet)  COMP
 LX1539  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LX1539
 LX1539  VERT ORDER  -  FIRST     CLASS II
 LX1539
 LX1539.The horizontal coordinates were scaled from a topographic map and have
 LX1539.an estimated accuracy of +/- 6 seconds.
 LX1539
 LX1539.The orthometric height was determined by differential leveling
 LX1539.and adjusted by the National Geodetic Survey in June 1991..
 LX1539
 LX1539.The geoid height was determined by GEOID03.
 LX1539
 LX1539.The dynamic height is computed by dividing the NAVD 88
 LX1539.geopotential number by the normal gravity value computed on the
 LX1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1539.degrees latitude (g = 980.6199 gals.).
 LX1539
 LX1539.The modeled gravity was interpolated from observed gravity values.
 LX1539
 LX1539;                    North         East    Units  Estimated Accuracy
 LX1539;SPC NY E     -   323,260.      226,850.      MT  (+/- 180 meters Scaled)
 LX1539
 LX1539                          SUPERSEDED SURVEY CONTROL
 LX1539
 LX1539.No superseded survey control is available for this station.
 LX1539
 LX1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM184220(NAD 83)
 LX1539_MARKER: DB = BENCH MARK DISK
 LX1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1539_SP_SET: BUILDING
 LX1539_STAMPING: 406 ALBANY
 LX1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1539+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 LX1539
 LX1539  HISTORY     - Date     Condition        Report By
 LX1539  HISTORY     - UNK      MONUMENTED       USGS
 LX1539  HISTORY     - 1923     GOOD             NGS
 LX1539  HISTORY     - 1935     GOOD             LOCENG
 LX1539  HISTORY     - 20031111 GOOD             EASTOP
 LX1539  HISTORY     - 20040601 GOOD             NYDT
 LX1539
 LX1539                          STATION DESCRIPTION
 LX1539
 LX1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX1539'AT DOVER PLAINS.
 LX1539'AT DOVER PLAINS, DUTCHESS COUNTY, ON THE NEW YORK CENTRAL
 LX1539'RAILROAD, AT THE SOUTHEAST CORNER OF THE CROSSING OF MAIN STREET,
 LX1539'60 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 30 FEET SOUTH
 LX1539'OF THE CENTERLINE OF THE STREET, AT THE DOVER PLAINS NATIONAL
 LX1539'BANK, IN THE NORTH WALL, 1 FOOT EAST OF THE NORTHWEST CORNER
 LX1539'OF THE BUILDING, AND ABOUT 6 INCHES ABOVE THE GROUND.  A UNITED
 LX1539'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 406 ALBANY AND
 LX1539'SET VERTICALLY.
 LX1539
 LX1539                          STATION RECOVERY (1935)
 LX1539
 LX1539'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1935
 LX1539'RECOVERED IN GOOD CONDITION.
 LX1539
 LX1539                          STATION RECOVERY (2003)
 LX1539
 LX1539'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2003 (LK)
 LX1539'RECOVERED IN GOOD CONDITION.
 LX1539
 LX1539                          STATION RECOVERY (2004)
 LX1539
 LX1539'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0638 ***********************************************************************
 OE0638  DESIGNATION -  406.50
 OE0638  PID         -  OE0638
 OE0638  STATE/COUNTY-  NY/HERKIMER
 OE0638  USGS QUAD   -  ILION (1982)
 OE0638
 OE0638                         *CURRENT SURVEY CONTROL
 OE0638  ___________________________________________________________________
 OE0638* NAD 83(1986)-  43 04 24.     (N)    075 06 48.     (W)     SCALED    
 OE0638* NAVD 88     -       123.438  (meters)     404.98   (feet)  ADJUSTED  
 OE0638  ___________________________________________________________________
 OE0638  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 OE0638  DYNAMIC HT  -         123.405 (meters)     404.87  (feet)  COMP
 OE0638  MODELED GRAV-     980,355.5   (mgal)                       NAVD 88
 OE0638
 OE0638  VERT ORDER  -  FIRST     CLASS II
 OE0638
 OE0638.The horizontal coordinates were scaled from a topographic map and have
 OE0638.an estimated accuracy of +/- 6 seconds.
 OE0638
 OE0638.The orthometric height was determined by differential leveling
 OE0638.and adjusted by the National Geodetic Survey in June 1991..
 OE0638
 OE0638.The geoid height was determined by GEOID03.
 OE0638
 OE0638.The dynamic height is computed by dividing the NAVD 88
 OE0638.geopotential number by the normal gravity value computed on the
 OE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0638.degrees latitude (g = 980.6199 gals.).
 OE0638
 OE0638.The modeled gravity was interpolated from observed gravity values.
 OE0638
 OE0638;                    North         East    Units  Estimated Accuracy
 OE0638;SPC NY E     -   471,000.      100,050.      MT  (+/- 180 meters Scaled)
 OE0638
 OE0638                          SUPERSEDED SURVEY CONTROL
 OE0638
 OE0638  NGVD 29 (??/??/92)  123.597  (m)          405.50   (f) ADJ UNCH    1 2
 OE0638
 OE0638.Superseded values are not recommended for survey control.
 OE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0638.See file dsdata.txt to determine how the superseded data were derived.
 OE0638
 OE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN907689(NAD 83)
 OE0638_MARKER: Z = SEE DESCRIPTION
 OE0638_SETTING: 66 = SET IN ROCK OUTCROP
 OE0638_SP_SET: ROCK CUT
 OE0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0638+STABILITY: POSITION/ELEVATION WELL
 OE0638
 OE0638  HISTORY     - Date     Condition        Report By
 OE0638  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0638  HISTORY     - 1931     GOOD             NGS
 OE0638  HISTORY     - 1974     MARK NOT FOUND   USGS
 OE0638
 OE0638                          STATION DESCRIPTION
 OE0638
 OE0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0638'3.4 MI W FROM NORTH FRANKFORT.
 OE0638'ON LOCK NO. 19 OF NEW YORK STATE BARGE CANAL. ABOUT 40 FEET NORTH OF
 OE0638'SOUTH GATE OF LOCK AND ON WEST SIDE OF CANAL.
 OE0638
 OE0638                          STATION RECOVERY (1974)
 OE0638
 OE0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OE0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1827 ***********************************************************************
 NB1827  DESIGNATION -  406=BROWN
 NB1827  PID         -  NB1827
 NB1827  STATE/COUNTY-  NY/SCHUYLER
 NB1827  USGS QUAD   -  BURDETT (1976)
 NB1827
 NB1827                         *CURRENT SURVEY CONTROL
 NB1827  ___________________________________________________________________
 NB1827* NAD 83(1996)-  42 23 48.33178(N)    076 51 02.55584(W)     ADJUSTED  
 NB1827* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 NB1827  ___________________________________________________________________
 NB1827  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 NB1827  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NB1827
 NB1827  HORZ ORDER  -  SECOND
 NB1827
 NB1827.The horizontal coordinates were established by classical geodetic methods
 NB1827.and adjusted by the National Geodetic Survey in January 1999..
 NB1827
 NB1827.The orthometric height was scaled from a topographic map.
 NB1827
 NB1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1827
 NB1827.The geoid height was determined by GEOID03.
 NB1827
 NB1827;                    North         East     Units Scale Factor Converg.
 NB1827;SPC NY C     -   266,196.680   227,987.154   MT  0.99994346   -0 10 49.0
 NB1827;SPC NY C     -   873,346.94    747,987.85   sFT  0.99994346   -0 10 49.0
 NB1827;UTM  18      - 4,695,488.424   347,681.952   MT  0.99988546   -1 14 53.2
 NB1827
 NB1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1827!SPC NY C     -   0.99995864  x   0.99994346  =   0.99990210
 NB1827!UTM  18      -   0.99995864  x   0.99988546  =   0.99984411
 NB1827
 NB1827:                Primary Azimuth Mark                     Grid Az
 NB1827:SPC NY C     -  BROWN AZ MK                              125 51 00.5
 NB1827:UTM  18      -  BROWN AZ MK                              126 55 04.7
 NB1827
 NB1827|---------------------------------------------------------------------|
 NB1827| PID    Reference Object                     Distance      Geod. Az  |
 NB1827|                                                           dddmmss.s |
 NB1827| CZ7552 BROWN AZ MK                                        1254011.5 |
 NB1827| CZ7553 BROWN RM 1                           20.476 METERS 19623     |
 NB1827| CZ7554 BROWN RM 2                           15.566 METERS 29343     |
 NB1827|---------------------------------------------------------------------|
 NB1827
 NB1827                          SUPERSEDED SURVEY CONTROL
 NB1827
 NB1827  NAD 83(1986)-  42 23 48.33423(N)    076 51 02.55193(W) AD(       ) 2
 NB1827  NAD 27      -  42 23 48.06100(N)    076 51 03.70800(W) AD(       ) 2
 NB1827
 NB1827.Superseded values are not recommended for survey control.
 NB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1827.See file dsdata.txt to determine how the superseded data were derived.
 NB1827
 NB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4768295488(NAD 83)
 NB1827
 NB1827  HISTORY     - Date     Condition        Report By
 NB1827  HISTORY     - 1939     MONUMENTED       CGS
 NB1827  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NB1827  HISTORY     - 1971     SEE DESCRIPTION  LOCSUR
 NB1827
 NB1827                          STATION DESCRIPTION
 NB1827
 NB1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1827'STATION BROWN IS LOCATED IN SCHUYLER COUNTY, HECTOR TOWNSHIP,
 NB1827'OVERLOOKING SENECA LAKE.  IT IS ON A SMALL SEMI-CIRCULAR HILL
 NB1827'ABOUT 1-1/2 MILES NORTHEAST OF WATKINS GLEN (AIR LINE).
 NB1827'
 NB1827'THE STATION MARK IS A STONE POST 6 INCHES IN DIAMETER WITH A
 NB1827'CROSS INSCRIBED IN THE CENTER.  IT PROJECTS 6 INCHES ABOVE THE
 NB1827'GROUND.
 NB1827'
 NB1827'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 NB1827'IN CONCRETE AS DESCRIBED IN NOTES 11A.  A POST, PAINTED WHITE,
 NB1827'4 INCHES SQUARE AND 5 FEET IN LENGTH, WITH U.S. TRIANGULATION
 NB1827'STAMPED ON IT WAS SET AT THE STATION.
 NB1827'
 NB1827'TO REACH THE STATION FROM THE OVERHEAD TRAFFIC LIGHT IN WATKINS
 NB1827'GLEN, FROM THE JUNCTION OF ROUTES 14 AND 414, GO EAST ON ROUTE
 NB1827'414 (FOURTH STREET) FOR 1.7 MILES TO A MACADAM FORKS.  TURN
 NB1827'LEFT AND GO 0.15 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO
 NB1827'0.55 MILE TO A GAP IN THE FENCE ON THE LEFT.  GO THROUGH GAP AND
 NB1827'GO 0.15 MILE TO THE TOP OF HILL AND STATION.
 NB1827'
 NB1827'THE AZIMUTH MARK IS ABOUT 1/2 MILE SOUTHEAST OF THE STATION
 NB1827'ON THE ROAD RIGHT-OF-WAY ON THE LEFT SIDE AND AT THE NORTHWEST
 NB1827'CORNER OF AN APPLE ORCHARD.
 NB1827'
 NB1827'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION ABOUT 2 FEET
 NB1827'EAST OF A NORTH-SOUTH FENCE LINE.  REFERENCE MARK NO. 2 IS
 NB1827'NORTHWEST OF THE STATION ABOUT 2 FEET EAST OF A NORTH-SOUTH FENCE
 NB1827'LINE.
 NB1827'
 NB1827'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 NB1827
 NB1827                          STATION RECOVERY (1964)
 NB1827
 NB1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLB)
 NB1827'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 NB1827'RECOVERED IN GOOD CONDITION.
 NB1827'
 NB1827'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 0.45 MI. SE OF
 NB1827'THE STATION ON THE EAST SIDE OF A ROAD AND AT THE TOP OF A BANK NEXT
 NB1827'TO A FENCE ABOUT 15 FEET SOUTH ALONG THE FENCE FROM A FENCE
 NB1827'CORNER.  THE APPLE ORCHARD NO LONGER EXISTS.
 NB1827
 NB1827                          STATION RECOVERY (1971)
 NB1827
 NB1827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (DJL)
 NB1827'MARK WITH AN X GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0647 ***********************************************************************
 OE0647  DESIGNATION -  407 USGS
 OE0647  PID         -  OE0647
 OE0647  STATE/COUNTY-  NY/HERKIMER
 OE0647  USGS QUAD   -  HERKIMER (1943)
 OE0647
 OE0647                         *CURRENT SURVEY CONTROL
 OE0647  ___________________________________________________________________
 OE0647* NAD 83(1986)-  43 01 31.     (N)    074 59 12.     (W)     SCALED    
 OE0647* NAVD 88     -       123.767  (meters)     406.06   (feet)  ADJUSTED  
 OE0647  ___________________________________________________________________
 OE0647  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 OE0647  DYNAMIC HT  -         123.734 (meters)     405.95  (feet)  COMP
 OE0647  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 OE0647
 OE0647  VERT ORDER  -  FIRST     CLASS II
 OE0647
 OE0647.The horizontal coordinates were scaled from a topographic map and have
 OE0647.an estimated accuracy of +/- 6 seconds.
 OE0647
 OE0647.The orthometric height was determined by differential leveling
 OE0647.and adjusted by the National Geodetic Survey in June 1991..
 OE0647
 OE0647.The geoid height was determined by GEOID03.
 OE0647
 OE0647.The dynamic height is computed by dividing the NAVD 88
 OE0647.geopotential number by the normal gravity value computed on the
 OE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0647.degrees latitude (g = 980.6199 gals.).
 OE0647
 OE0647.The modeled gravity was interpolated from observed gravity values.
 OE0647
 OE0647;                    North         East    Units  Estimated Accuracy
 OE0647;SPC NY E     -   465,600.      110,340.      MT  (+/- 180 meters Scaled)
 OE0647
 OE0647                          SUPERSEDED SURVEY CONTROL
 OE0647
 OE0647  NGVD 29 (??/??/92)  123.92   (m)          406.6    (f) COMPUTED    1 2
 OE0647
 OE0647.Superseded values are not recommended for survey control.
 OE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0647.See file dsdata.txt to determine how the superseded data were derived.
 OE0647
 OE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN010636(NAD 83)
 OE0647_MARKER: DD = SURVEY DISK
 OE0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0647_SP_SET: WATER TABLE
 OE0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0647
 OE0647  HISTORY     - Date     Condition        Report By
 OE0647  HISTORY     - UNK      MONUMENTED       USGS
 OE0647  HISTORY     - 1931     GOOD             NGS
 OE0647  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 OE0647
 OE0647                          STATION DESCRIPTION
 OE0647
 OE0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0647'IN HERKIMER.
 OE0647'AT COUNTY CLERKS OFFICE ON COURT STREET.  BELOW LARGE BAY WINDOW, LEFT
 OE0647'OF MAIN ENTRANCE, IN STONE WATER TABLE ABOUT 5 FEET ABOVE SIDEWALK.
 OE0647
 OE0647                          STATION RECOVERY (1945)
 OE0647
 OE0647'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 OE0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2205 ***********************************************************************
 OF2205  DESIGNATION -  408
 OF2205  PID         -  OF2205
 OF2205  STATE/COUNTY-  NY/MONROE
 OF2205  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2205
 OF2205                         *CURRENT SURVEY CONTROL
 OF2205  ___________________________________________________________________
 OF2205* NAD 83(1996)-  43 06 24.57172(N)    077 44 01.67549(W)     ADJUSTED  
 OF2205* NAVD 88     -       172.44   (+/-2cm)     565.7    (feet)  VERTCON   
 OF2205  ___________________________________________________________________
 OF2205  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OF2205  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2205
 OF2205  HORZ ORDER  -  SECOND
 OF2205  VERT ORDER  -  THIRD ? (See Below)
 OF2205
 OF2205.The horizontal coordinates were established by classical geodetic methods
 OF2205.and adjusted by the National Geodetic Survey in January 1999..
 OF2205
 OF2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2205.The vertical order pertains to the NGVD 29 superseded value.
 OF2205
 OF2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2205
 OF2205.The geoid height was determined by GEOID03.
 OF2205
 OF2205;                    North         East     Units Scale Factor Converg.
 OF2205;SPC NY W     -   345,387.259   419,147.596   MT  0.99999630   +0 34 50.0
 OF2205;SPC NY W     - 1,133,158.03  1,375,153.40   sFT  0.99999630   +0 34 50.0
 OF2205;UTM  18      - 4,776,305.645   277,553.277   MT  1.00020876   -1 52 08.2
 OF2205
 OF2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2205!SPC NY W     -   0.99997849  x   0.99999630  =   0.99997479
 OF2205!UTM  18      -   0.99997849  x   1.00020876  =   1.00018725
 OF2205
 OF2205|---------------------------------------------------------------------|
 OF2205| PID    Reference Object                     Distance      Geod. Az  |
 OF2205|                                                           dddmmss.s |
 OF2205| OF2208 4519                                111.918 METERS 09626     |
 OF2205| OF2179 4520                                APPROX. 0.5 KM 1010345.5 |
 OF2205| OF2204 4518                                100.985 METERS 28943     |
 OF2205|---------------------------------------------------------------------|
 OF2205
 OF2205                          SUPERSEDED SURVEY CONTROL
 OF2205
 OF2205  NAD 83(1986)-  43 06 24.57896(N)    077 44 01.67422(W) AD(       ) 2
 OF2205  NAD 27      -  43 06 24.35831(N)    077 44 02.65755(W) AD(       ) 2
 OF2205  NGVD 29 (07/19/86)  172.61   (m)          566.3    (f) LEVELING    3  
 OF2205
 OF2205.Superseded values are not recommended for survey control.
 OF2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2205.See file dsdata.txt to determine how the superseded data were derived.
 OF2205
 OF2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7755376306(NAD 83)
 OF2205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2205
 OF2205  HISTORY     - Date     Condition        Report By
 OF2205  HISTORY     - UNK      MONUMENTED
 OF2205  HISTORY     - 1975     GOOD             NY-055
 OF2205
 OF2205                          STATION DESCRIPTION
 OF2205
 OF2205'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2205'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2205'IN TOWN OF CHILI ON S SIDE OF PAUL RD, 393.5 FT W OF ARCHER RD, 24.0
 OF2205'FT S OF CL OF PAUL RD, 1.6 FT S OF BARBED WIRE FENCE, 18.2 FT NW OF
 OF2205'UTILITY POLE RGE 73, AND 2,2 FT N OF US MARKER.  STATION IS A STANDARD
 OF2205'DISK STAMPED---408---IN CONCRETE POST 0.1 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1197 ***********************************************************************
 KU1197  DESIGNATION -  4081 BOQ
 KU1197  PID         -  KU1197
 KU1197  STATE/COUNTY-  NY/QUEENS
 KU1197  USGS QUAD   -  LYNBROOK (1969)
 KU1197
 KU1197                         *CURRENT SURVEY CONTROL
 KU1197  ___________________________________________________________________
 KU1197* NAD 83(1986)-  40 41 15.     (N)    073 44 56.     (W)     SCALED    
 KU1197* NAVD 88     -        10.257  (meters)      33.65   (feet)  ADJUSTED  
 KU1197  ___________________________________________________________________
 KU1197  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU1197  DYNAMIC HT  -          10.253 (meters)      33.64  (feet)  COMP
 KU1197  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KU1197
 KU1197  VERT ORDER  -  FIRST     CLASS II
 KU1197
 KU1197.The horizontal coordinates were scaled from a topographic map and have
 KU1197.an estimated accuracy of +/- 6 seconds.
 KU1197
 KU1197.The orthometric height was determined by differential leveling
 KU1197.and adjusted by the National Geodetic Survey in June 1991..
 KU1197
 KU1197.The geoid height was determined by GEOID03.
 KU1197
 KU1197.The dynamic height is computed by dividing the NAVD 88
 KU1197.geopotential number by the normal gravity value computed on the
 KU1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1197.degrees latitude (g = 980.6199 gals.).
 KU1197
 KU1197.The modeled gravity was interpolated from observed gravity values.
 KU1197
 KU1197;                    North         East    Units  Estimated Accuracy
 KU1197;SPC NY L     -    57,870.      321,230.      MT  (+/- 180 meters Scaled)
 KU1197
 KU1197                          SUPERSEDED SURVEY CONTROL
 KU1197
 KU1197  NGVD 29 (??/??/92)   10.593  (m)           34.75   (f) ADJ UNCH    1 2
 KU1197
 KU1197.Superseded values are not recommended for survey control.
 KU1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1197.See file dsdata.txt to determine how the superseded data were derived.
 KU1197
 KU1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL057048(NAD 83)
 KU1197_MARKER: Q = CHISELED SQUARE
 KU1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1197_SP_SET: GATE POST BASE
 KU1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1197+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 KU1197
 KU1197  HISTORY     - Date     Condition        Report By
 KU1197  HISTORY     - UNK      MONUMENTED       NY4170
 KU1197  HISTORY     - 1952     GOOD             NGS
 KU1197  HISTORY     - 20060627 GOOD             NYDT
 KU1197
 KU1197                          STATION DESCRIPTION
 KU1197
 KU1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1197'AT NEW YORK.
 KU1197'AT NEW YORK, IN BOROUGH OF QUEENS, AT INTERSECTION OF SPRINGFIELD
 KU1197'BOULEVARD AND 122ND AVENUE, AT THE MAIN ENTRANCE TO MONTEFIORE
 KU1197'CEMETERY, 52 FEET EAST OF CENTER LINE OF SPRINGFIELD BOULEVARD,
 KU1197'186 FEET NORTH OF EXTENDED CENTER LINE OF 122ND AVENUE, A 1-INCH
 KU1197'OUTLINED SQUARE IN THE TOP OF NORTHWEST CORNER OF GRANITE BASE
 KU1197'OF NORTH GRANITE GATE POST OF ENTRANCE TO CEMETERY AND 1.2 FOOT
 KU1197'ABOVE LEVEL OF SIDE WALK.
 KU1197
 KU1197                          STATION RECOVERY (2006)
 KU1197
 KU1197'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0575 ***********************************************************************
 KV0575  DESIGNATION -  41 BOM
 KV0575  PID         -  KV0575
 KV0575  STATE/COUNTY-  NY/NEW YORK
 KV0575  USGS QUAD   -  JERSEY CITY (1981)
 KV0575
 KV0575                         *CURRENT SURVEY CONTROL
 KV0575  ___________________________________________________________________
 KV0575* NAD 83(1986)-  40 42 17.     (N)    074 00 56.     (W)     SCALED    
 KV0575* NAVD 88     -         2.817  (meters)       9.24   (feet)  ADJUSTED  
 KV0575  ___________________________________________________________________
 KV0575  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV0575  DYNAMIC HT  -           2.815 (meters)       9.24  (feet)  COMP
 KV0575  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 KV0575
 KV0575  VERT ORDER  -  FIRST     CLASS I
 KV0575
 KV0575.The horizontal coordinates were scaled from a topographic map and have
 KV0575.an estimated accuracy of +/- 6 seconds.
 KV0575
 KV0575.The orthometric height was determined by differential leveling
 KV0575.and adjusted by the National Geodetic Survey in June 1991..
 KV0575
 KV0575.The geoid height was determined by GEOID03.
 KV0575
 KV0575.The dynamic height is computed by dividing the NAVD 88
 KV0575.geopotential number by the normal gravity value computed on the
 KV0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0575.degrees latitude (g = 980.6199 gals.).
 KV0575
 KV0575.The modeled gravity was interpolated from observed gravity values.
 KV0575
 KV0575;                    North         East    Units  Estimated Accuracy
 KV0575;SPC NY E     -   207,870.      190,940.      MT  (+/- 180 meters Scaled)
 KV0575
 KV0575                          SUPERSEDED SURVEY CONTROL
 KV0575
 KV0575  NGVD 29 (??/??/??)    3.153  (m)           10.34   (f) ADJUSTED    1 1
 KV0575
 KV0575.Superseded values are not recommended for survey control.
 KV0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0575.See file dsdata.txt to determine how the superseded data were derived.
 KV0575
 KV0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL831064(NAD 83)
 KV0575_MARKER: Q = CHISELED SQUARE
 KV0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0575_SP_SET: FENCE FOOTING
 KV0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0575
 KV0575  HISTORY     - Date     Condition        Report By
 KV0575  HISTORY     - 1952     MONUMENTED       NY4170
 KV0575  HISTORY     - 1965     GOOD             CGS
 KV0575  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 KV0575
 KV0575                          STATION DESCRIPTION
 KV0575
 KV0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0575'AT NEW YORK.
 KV0575'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, AT THE INTERSECTION OF
 KV0575'WASHINGTON STREET AND BATTERY PLACE, NEAR THE NORTHEAST CORNER
 KV0575'OF THE WHITEHALL BUILDING, 79 FEET NORTH OF THE NORTH CURB OF
 KV0575'BATTERY PLACE, 65.2 FEET NORTH OF THE SOUTHEAST CORNER OF
 KV0575'WHITEHALL BUILDING, 12.5 FEET WEST OF THE WEST CURB OF WASHINGTON
 KV0575'STREET, 2 FEET ABOVE THE LEVEL OF THE SIDEWALK AND IS A 1 1/2
 KV0575'INCH OUTLINED SQUARE IN THE TOP OF THE SOUTHEAST CORNER OF A
 KV0575'GRANITE FOOTING WHICH ONCE SUPPORTED A FENCE.
 KV0575
 KV0575                          STATION RECOVERY (2005)
 KV0575
 KV0575'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KV0575'THE WHITEHALL BUILDING (A CITY LANDMARK) WAS LOCATED AS DESCRIBED AND
 KV0575'THE GRANITE FOOTING ALONG WASHINGTON STREET WAS LOCATED.  THE MARK WAS
 KV0575'NOT FOUND ON THE CORNER OF THE BLOCK AND MUCH WEATHERING OF THE
 KV0575'STONEWORK IS EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0603 ***********************************************************************
 MZ0603  DESIGNATION -  41 R=SERIAL 1651
 MZ0603  PID         -  MZ0603
 MZ0603  STATE/COUNTY-  NY/COLUMBIA
 MZ0603  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0603
 MZ0603                         *CURRENT SURVEY CONTROL
 MZ0603  ___________________________________________________________________
 MZ0603* NAD 83(1986)-  42 10 52.     (N)    073 51 30.     (W)     SCALED    
 MZ0603* NAVD 88     -         3.011  (meters)       9.88   (feet)  ADJUSTED  
 MZ0603  ___________________________________________________________________
 MZ0603  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ0603  DYNAMIC HT  -           3.010 (meters)       9.88  (feet)  COMP
 MZ0603  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 MZ0603
 MZ0603  VERT ORDER  -  FIRST     CLASS II
 MZ0603
 MZ0603.The horizontal coordinates were scaled from a topographic map and have
 MZ0603.an estimated accuracy of +/- 6 seconds.
 MZ0603
 MZ0603.The orthometric height was determined by differential leveling
 MZ0603.and adjusted by the National Geodetic Survey in June 1991..
 MZ0603.WARNING-Repeat measurements at this control monument indicate possible
 MZ0603.vertical movement.
 MZ0603
 MZ0603.The geoid height was determined by GEOID03.
 MZ0603
 MZ0603.The dynamic height is computed by dividing the NAVD 88
 MZ0603.geopotential number by the normal gravity value computed on the
 MZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0603.degrees latitude (g = 980.6199 gals.).
 MZ0603
 MZ0603.The modeled gravity was interpolated from observed gravity values.
 MZ0603
 MZ0603;                    North         East    Units  Estimated Accuracy
 MZ0603;SPC NY E     -   371,910.      203,010.      MT  (+/- 180 meters Scaled)
 MZ0603
 MZ0603                          SUPERSEDED SURVEY CONTROL
 MZ0603
 MZ0603  NGVD 29 (??/??/92)    3.245  (m)           10.65   (f) ADJ UNCH    1 2
 MZ0603
 MZ0603.Superseded values are not recommended for survey control.
 MZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0603.See file dsdata.txt to determine how the superseded data were derived.
 MZ0603
 MZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM942705(NAD 83)
 MZ0603_MARKER: Q = CHISELED SQUARE
 MZ0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0603_SP_SET: CONCRETE BASE
 MZ0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0603
 MZ0603  HISTORY     - Date     Condition        Report By
 MZ0603  HISTORY     - UNK      MONUMENTED       USE
 MZ0603  HISTORY     - 1955     GOOD             NGS
 MZ0603
 MZ0603                          STATION DESCRIPTION
 MZ0603
 MZ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0603'3.8 MI N FROM GERMANTOWN.
 MZ0603'ABOUT 3.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0603'STATION AT GERMANTOWN, ABOUT 0.1 MILE SOUTH OF ROAD CROSSING AT
 MZ0603'LINLITHAGO, IN THE TOP OF THE NORTHWEST CORNER OF AN ABANDONED
 MZ0603'CONCRETE BASE FOR SIGNAL, 6.8 FEET EAST OF EAST RAIL OF EAST TRACK,
 MZ0603'169 FEET NORTH OF EAST END OF NORTH ABUTMENT OF RAILROAD BRIDGE NO.
 MZ0603'291 OVER LIVINGSTON CREEK, 4.8 FEET SOUTH OF SEMAPHORE NO. 108.21, 1/2
 MZ0603'FOOT SOUTH OF NORTHWEST CORNER OF ABANDONED BASE AND ABOUT 1 FOOT
 MZ0603'BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2339 ***********************************************************************
 OF2339  DESIGNATION -  4101 MCGS 1971
 OF2339  PID         -  OF2339
 OF2339  STATE/COUNTY-  NY/MONROE
 OF2339  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2339
 OF2339                         *CURRENT SURVEY CONTROL
 OF2339  ___________________________________________________________________
 OF2339* NAD 83(1996)-  43 08 39.94667(N)    077 43 33.82963(W)     ADJUSTED  
 OF2339* NAVD 88     -       174.0    (meters)     571.     (feet)  VERTCON   
 OF2339  ___________________________________________________________________
 OF2339  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OF2339  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2339
 OF2339  HORZ ORDER  -  SECOND
 OF2339
 OF2339.The horizontal coordinates were established by classical geodetic methods
 OF2339.and adjusted by the National Geodetic Survey in January 1999..
 OF2339
 OF2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2339
 OF2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2339
 OF2339.The geoid height was determined by GEOID03.
 OF2339
 OF2339;                    North         East     Units Scale Factor Converg.
 OF2339;SPC NY W     -   349,571.078   419,734.453   MT  0.99999730   +0 35 10.5
 OF2339;SPC NY W     - 1,146,884.45  1,377,078.78   sFT  0.99999730   +0 35 10.5
 OF2339;UTM  18      - 4,780,461.420   278,318.632   MT  1.00020457   -1 51 53.8
 OF2339
 OF2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2339!SPC NY W     -   0.99997826  x   0.99999730  =   0.99997556
 OF2339!UTM  18      -   0.99997826  x   1.00020457  =   1.00018283
 OF2339
 OF2339|---------------------------------------------------------------------|
 OF2339| PID    Reference Object                     Distance      Geod. Az  |
 OF2339|                                                           dddmmss.s |
 OF2339| OF2337 4 1 72 NYSDOT 1971                  333.802 METERS 08421     |
 OF2339| OF2335 306 2R NYGS 1933                    422.454 METERS 0890607.1 |
 OF2339|---------------------------------------------------------------------|
 OF2339
 OF2339                          SUPERSEDED SURVEY CONTROL
 OF2339
 OF2339  NAD 83(1986)-  43 08 39.95378(N)    077 43 33.82780(W) AD(       ) 2
 OF2339  NAD 27      -  43 08 39.73022(N)    077 43 34.81024(W) AD(       ) 2
 OF2339  NGVD 29 (07/19/86)  174.2    (m)          572.     (f) VERT ANG       
 OF2339
 OF2339.Superseded values are not recommended for survey control.
 OF2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2339.See file dsdata.txt to determine how the superseded data were derived.
 OF2339
 OF2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7831980461(NAD 83)
 OF2339_MARKER: DD = SURVEY DISK
 OF2339_SETTING: 0 = UNSPECIFIED SETTING
 OF2339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2339
 OF2339  HISTORY     - Date     Condition        Report By
 OF2339  HISTORY     - 1971     MONUMENTED       NY-055
 OF2339
 OF2339                          STATION DESCRIPTION
 OF2339
 OF2339'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2339'IN GATES, ON THE N. SIDE OF ROAD (RT 33) AT TRABOLD ROAD
 OF2339'
 OF2339'22.8 FT N OF CENTERLINE BUFFALO ROAD
 OF2339'
 OF2339'10.4 FT N OF N. EDGE OF PAVEMENT
 OF2339'
 OF2339'36.3 FT E. OF POLE, RG AND E 90A1, RTC 119-1/2
 OF2339'
 OF2339'123.7 FT SE OF SW CORNER, AND
 OF2339'
 OF2339'81.2 FT SE OF SE CORNER OF HOUSE WHICH IS IMMEDIATELY WEST OF THE
 OF2339'CENTERLINE OF TRABOLD ROAD.
 OF2339'
 OF2339'23.1 FT W. OF POLE, RG AND E 90, RTC 119
 OF2339'
 OF2339'9.0 FT S OF A MONROE COUNTY WITNESS POST
 OF2339'
 OF2339'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4101
 OF2339'IN THE TOP OF A CONCRETE POST COVERED 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2372 ***********************************************************************
 OF2372  DESIGNATION -  4102 MCGS 1971
 OF2372  PID         -  OF2372
 OF2372  STATE/COUNTY-  NY/MONROE
 OF2372  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2372
 OF2372                         *CURRENT SURVEY CONTROL
 OF2372  ___________________________________________________________________
 OF2372* NAD 83(1996)-  43 08 28.28568(N)    077 44 43.45681(W)     ADJUSTED  
 OF2372* NAVD 88     -       174.0    (meters)     571.     (feet)  VERTCON   
 OF2372  ___________________________________________________________________
 OF2372  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 OF2372  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2372
 OF2372  HORZ ORDER  -  SECOND
 OF2372
 OF2372.The horizontal coordinates were established by classical geodetic methods
 OF2372.and adjusted by the National Geodetic Survey in January 1999..
 OF2372
 OF2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2372
 OF2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2372
 OF2372.The geoid height was determined by GEOID03.
 OF2372
 OF2372;                    North         East     Units Scale Factor Converg.
 OF2372;SPC NY W     -   349,195.325   418,164.763   MT  0.99999464   +0 34 22.8
 OF2372;SPC NY W     - 1,145,651.66  1,371,928.89   sFT  0.99999464   +0 34 22.8
 OF2372;UTM  18      - 4,780,153.076   276,733.971   MT  1.00021325   -1 52 41.1
 OF2372
 OF2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2372!SPC NY W     -   0.99997826  x   0.99999464  =   0.99997290
 OF2372!UTM  18      -   0.99997826  x   1.00021325  =   1.00019151
 OF2372
 OF2372|---------------------------------------------------------------------|
 OF2372| PID    Reference Object                     Distance      Geod. Az  |
 OF2372|                                                           dddmmss.s |
 OF2372| OF2373 4 1 115A NYSDOT 1971                 22.664 METERS 20656     |
 OF2372| OF2406 4 1 116 NYSDOT 1971                 APPROX. 0.7 KM 2471619.7 |
 OF2372|---------------------------------------------------------------------|
 OF2372
 OF2372                          SUPERSEDED SURVEY CONTROL
 OF2372
 OF2372  NAD 83(1986)-  43 08 28.29273(N)    077 44 43.45507(W) AD(       ) 2
 OF2372  NAD 27      -  43 08 28.07012(N)    077 44 44.43508(W) AD(       ) 2
 OF2372  NGVD 29 (07/19/86)  174.2    (m)          572.     (f) VERT ANG       
 OF2372
 OF2372.Superseded values are not recommended for survey control.
 OF2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2372.See file dsdata.txt to determine how the superseded data were derived.
 OF2372
 OF2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7673480153(NAD 83)
 OF2372_MARKER: DD = SURVEY DISK
 OF2372_SETTING: 0 = UNSPECIFIED SETTING
 OF2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2372
 OF2372  HISTORY     - Date     Condition        Report By
 OF2372  HISTORY     - 1971     MONUMENTED       NY-055
 OF2372
 OF2372                          STATION DESCRIPTION
 OF2372
 OF2372'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2372'IN GATES, ON THE N. SIDE OF BUFFALO ROAD, 0.6 MI. W OF ELMGROVE RD.
 OF2372'
 OF2372'22.3 FT N. OF CENTERLINE BUFFALO ROAD
 OF2372'
 OF2372'10.2 FT N OF N EDGE OF PAVEMENT
 OF2372'
 OF2372'13.9 FT E OF POLE, RTC 153, RG AND E 118
 OF2372'
 OF2372'111.0 FT SW OF SW CORNER, AND
 OF2372'
 OF2372'132.0 FT SW OF SE CORNER HOUSE NO. 3392
 OF2372'
 OF2372'29.3 FT W. OF W. RANGELINE OF HOUSE.
 OF2372'
 OF2372'7.7 FT S. OF MONROE COUNTY WITNESS POST.
 OF2372'
 OF2372'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4102
 OF2372'IN THE TOP OF A CONCRETE POST COVERED 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2402 ***********************************************************************
 OF2402  DESIGNATION -  4103 MCGS 1971
 OF2402  PID         -  OF2402
 OF2402  STATE/COUNTY-  NY/MONROE
 OF2402  USGS QUAD   -  SPENCERPORT (1978)
 OF2402
 OF2402                         *CURRENT SURVEY CONTROL
 OF2402  ___________________________________________________________________
 OF2402* NAD 83(1996)-  43 08 19.04354(N)    077 45 15.56304(W)     ADJUSTED  
 OF2402* NAVD 88     -       173.6    (meters)     570.     (feet)  VERTCON   
 OF2402  ___________________________________________________________________
 OF2402  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 OF2402  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2402
 OF2402  HORZ ORDER  -  SECOND
 OF2402
 OF2402.The horizontal coordinates were established by classical geodetic methods
 OF2402.and adjusted by the National Geodetic Survey in January 1999..
 OF2402
 OF2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2402
 OF2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2402
 OF2402.The geoid height was determined by GEOID03.
 OF2402
 OF2402;                    North         East     Units Scale Factor Converg.
 OF2402;SPC NY W     -   348,902.912   417,442.078   MT  0.99999343   +0 34 00.7
 OF2402;SPC NY W     - 1,144,692.30  1,369,557.88   sFT  0.99999343   +0 34 00.7
 OF2402;UTM  18      - 4,779,891.780   275,999.279   MT  1.00021729   -1 53 02.7
 OF2402
 OF2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2402!SPC NY W     -   0.99997832  x   0.99999343  =   0.99997175
 OF2402!UTM  18      -   0.99997832  x   1.00021729  =   1.00019561
 OF2402
 OF2402:                Primary Azimuth Mark                     Grid Az
 OF2402:SPC NY W     -  4 1 115A NYSDOT 1971                     069 06 04.6
 OF2402:UTM  18      -  4 1 115A NYSDOT 1971                     071 33 08.0
 OF2402
 OF2402|---------------------------------------------------------------------|
 OF2402| PID    Reference Object                     Distance      Geod. Az  |
 OF2402|                                                           dddmmss.s |
 OF2402| OF2373 4 1 115A NYSDOT 1971                APPROX. 0.8 KM 0694005.3 |
 OF2402| OF2406 4 1 116 NYSDOT 1971                  93.029 METERS 07759     |
 OF2402|---------------------------------------------------------------------|
 OF2402
 OF2402                          SUPERSEDED SURVEY CONTROL
 OF2402
 OF2402  NAD 83(1986)-  43 08 19.05056(N)    077 45 15.56129(W) AD(       ) 2
 OF2402  NAD 27      -  43 08 18.82831(N)    077 45 16.54033(W) AD(       ) 2
 OF2402  NGVD 29 (07/19/86)  173.8    (m)          570.     (f) VERT ANG       
 OF2402
 OF2402.Superseded values are not recommended for survey control.
 OF2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2402.See file dsdata.txt to determine how the superseded data were derived.
 OF2402
 OF2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7599979892(NAD 83)
 OF2402_MARKER: DD = SURVEY DISK
 OF2402_SETTING: 0 = UNSPECIFIED SETTING
 OF2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2402
 OF2402  HISTORY     - Date     Condition        Report By
 OF2402  HISTORY     - 1971     MONUMENTED       NY-055
 OF2402
 OF2402                          STATION DESCRIPTION
 OF2402
 OF2402'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2402'IN GATES, ON THE S. SIDE OF BUFFALO ROAD, AT MANITOU ROAD.
 OF2402'
 OF2402'23.0 FT S. OF CENTERLINE BUFFALO ROAD
 OF2402'
 OF2402'10.5 FT S. OF S. EDGE OF PAVEMENT
 OF2402'
 OF2402'305.21 FT WSW OF 4-1-116 (NYDT  ) 1971
 OF2402'
 OF2402'33.4 W. OF POLE, RGE 29B
 OF2402'
 OF2402'53.3 NE OF POLE, RGE 130
 OF2402'
 OF2402'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4103
 OF2402'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2403 ***********************************************************************
 OF2403  DESIGNATION -  4104 MCGS 1971
 OF2403  PID         -  OF2403
 OF2403  STATE/COUNTY-  NY/MONROE
 OF2403  USGS QUAD   -  SPENCERPORT (1978)
 OF2403
 OF2403                         *CURRENT SURVEY CONTROL
 OF2403  ___________________________________________________________________
 OF2403* NAD 83(1996)-  43 08 38.07991(N)    077 45 14.96422(W)     ADJUSTED  
 OF2403* NAVD 88     -       175.6    (meters)     576.     (feet)  VERTCON   
 OF2403  ___________________________________________________________________
 OF2403  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 OF2403  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2403
 OF2403  HORZ ORDER  -  SECOND
 OF2403
 OF2403.The horizontal coordinates were established by classical geodetic methods
 OF2403.and adjusted by the National Geodetic Survey in January 1999..
 OF2403
 OF2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2403
 OF2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2403
 OF2403.The geoid height was determined by GEOID03.
 OF2403
 OF2403;                    North         East     Units Scale Factor Converg.
 OF2403;SPC NY W     -   349,490.473   417,449.797   MT  0.99999345   +0 34 01.3
 OF2403;SPC NY W     - 1,146,619.99  1,369,583.21   sFT  0.99999345   +0 34 01.3
 OF2403;UTM  18      - 4,780,478.604   276,032.126   MT  1.00021711   -1 53 03.0
 OF2403
 OF2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2403!SPC NY W     -   0.99997801  x   0.99999345  =   0.99997146
 OF2403!UTM  18      -   0.99997801  x   1.00021711  =   1.00019511
 OF2403
 OF2403:                Primary Azimuth Mark                     Grid Az
 OF2403:SPC NY W     -  4103 MCGS 1971                           180 45 09.4
 OF2403:UTM  18      -  4103 MCGS 1971                           183 12 13.7
 OF2403
 OF2403|---------------------------------------------------------------------|
 OF2403| PID    Reference Object                     Distance      Geod. Az  |
 OF2403|                                                           dddmmss.s |
 OF2403| OF2402 4103 MCGS 1971                      APPROX. 0.6 KM 1811910.7 |
 OF2403| OF2421 3301 MCGS 1971                      APPROX. 0.9 KM 2712404.6 |
 OF2403|---------------------------------------------------------------------|
 OF2403
 OF2403                          SUPERSEDED SURVEY CONTROL
 OF2403
 OF2403  NAD 83(1986)-  43 08 38.08693(N)    077 45 14.96250(W) AD(       ) 2
 OF2403  NAD 27      -  43 08 37.86479(N)    077 45 15.94115(W) AD(       ) 2
 OF2403  NGVD 29 (07/19/86)  175.8    (m)          577.     (f) VERT ANG       
 OF2403
 OF2403.Superseded values are not recommended for survey control.
 OF2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2403.See file dsdata.txt to determine how the superseded data were derived.
 OF2403
 OF2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7603280479(NAD 83)
 OF2403_MARKER: DD = SURVEY DISK
 OF2403_SETTING: 0 = UNSPECIFIED SETTING
 OF2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2403
 OF2403  HISTORY     - Date     Condition        Report By
 OF2403  HISTORY     - 1971     MONUMENTED       NY-055
 OF2403
 OF2403                          STATION DESCRIPTION
 OF2403
 OF2403'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2403'IN GATES, ON THE E. SIDE OF MANITOU ROAD AT STATT ROAD.
 OF2403'
 OF2403'17.5 FT E. OF CENTERLINE MANITOU ROAD
 OF2403'
 OF2403'8.7 FT S. OF CENTERLINE STATT ROAD EXTENDED
 OF2403'
 OF2403'57.3 FT NE OF A WATER VALVE WHICH IS IN THE SW CORNER OF THE
 OF2403'INTERSECTION
 OF2403'
 OF2403'61.4 FT SE OF POLE, RG AND E 7, OTC 218, 11
 OF2403'
 OF2403'2.3 FT W. OF A MONROE COUNTY WITNESS POST.
 OF2403'
 OF2403'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4104
 OF2403'IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A CAST IRON
 OF2403'FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2338 ***********************************************************************
 OF2338  DESIGNATION -  4105 MCGS 1971
 OF2338  PID         -  OF2338
 OF2338  STATE/COUNTY-  NY/MONROE
 OF2338  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2338
 OF2338                         *CURRENT SURVEY CONTROL
 OF2338  ___________________________________________________________________
 OF2338* NAD 83(1996)-  43 09 52.19552(N)    077 43 18.74246(W)     ADJUSTED  
 OF2338* NAVD 88     -       175.8    (meters)     577.     (feet)  VERTCON   
 OF2338  ___________________________________________________________________
 OF2338  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF2338  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF2338
 OF2338  HORZ ORDER  -  SECOND
 OF2338
 OF2338.The horizontal coordinates were established by classical geodetic methods
 OF2338.and adjusted by the National Geodetic Survey in January 1999..
 OF2338
 OF2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2338
 OF2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2338
 OF2338.The geoid height was determined by GEOID03.
 OF2338
 OF2338;                    North         East     Units Scale Factor Converg.
 OF2338;SPC NY W     -   351,804.047   420,052.432   MT  0.99999785   +0 35 21.6
 OF2338;SPC NY W     - 1,154,210.44  1,378,122.02   sFT  0.99999785   +0 35 21.6
 OF2338;UTM  18      - 4,782,679.200   278,731.924   MT  1.00020232   -1 51 46.0
 OF2338
 OF2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2338!SPC NY W     -   0.99997799  x   0.99999785  =   0.99997584
 OF2338!UTM  18      -   0.99997799  x   1.00020232  =   1.00018031
 OF2338
 OF2338:                Primary Azimuth Mark                     Grid Az
 OF2338:SPC NY W     -  665 2 MCGS 1969                          089 12 28.5
 OF2338:UTM  18      -  665 2 MCGS 1969                          091 39 36.1
 OF2338
 OF2338|---------------------------------------------------------------------|
 OF2338| PID    Reference Object                     Distance      Geod. Az  |
 OF2338|                                                           dddmmss.s |
 OF2338| OF2296 665 2 MCGS 1969                     497.493 METERS 0894750.1 |
 OF2338|---------------------------------------------------------------------|
 OF2338
 OF2338                          SUPERSEDED SURVEY CONTROL
 OF2338
 OF2338  NAD 83(1986)-  43 09 52.20263(N)    077 43 18.74072(W) AD(       ) 2
 OF2338  NAD 27      -  43 09 51.97967(N)    077 43 19.72113(W) AD(       ) 2
 OF2338  NGVD 29 (07/19/86)  176.0    (m)          577.     (f) VERT ANG       
 OF2338
 OF2338.Superseded values are not recommended for survey control.
 OF2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2338.See file dsdata.txt to determine how the superseded data were derived.
 OF2338
 OF2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7873282679(NAD 83)
 OF2338_MARKER: DD = SURVEY DISK
 OF2338_SETTING: 0 = UNSPECIFIED SETTING
 OF2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2338
 OF2338  HISTORY     - Date     Condition        Report By
 OF2338  HISTORY     - 1971     MONUMENTED       NY-055
 OF2338
 OF2338                          STATION DESCRIPTION
 OF2338
 OF2338'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2338'IN GATES, IN THE SW CORNER OF THE INTERSECTION OF LYELL ROAD AND
 OF2338'ANN MARIE DRIVE, 0.45 MI. E. OF ELMGROVE ROAD.
 OF2338'
 OF2338'12.5 FT S. OF CENTERLINE LYELL ROAD, ON THE EXTENSION OF THE
 OF2338'W. GUTTER LINE OF ANN MARIE DRIVE.
 OF2338'
 OF2338'11.6 FT NE OF A GAS VALVE
 OF2338'
 OF2338'14.0 FT NW OF A MANHOLE.
 OF2338'
 OF2338'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4105
 OF2338'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT. AND IN A CAST IRON
 OF2338'FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2328 ***********************************************************************
 OF2328  DESIGNATION -  4106 MCGS 1971
 OF2328  PID         -  OF2328
 OF2328  STATE/COUNTY-  NY/MONROE
 OF2328  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2328
 OF2328                         *CURRENT SURVEY CONTROL
 OF2328  ___________________________________________________________________
 OF2328* NAD 83(1996)-  43 09 52.68318(N)    077 42 41.66877(W)     ADJUSTED  
 OF2328* NAVD 88     -       172.8    (meters)     567.     (feet)  VERTCON   
 OF2328  ___________________________________________________________________
 OF2328  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OF2328  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF2328
 OF2328  HORZ ORDER  -  SECOND
 OF2328
 OF2328.The horizontal coordinates were established by classical geodetic methods
 OF2328.and adjusted by the National Geodetic Survey in January 1999..
 OF2328
 OF2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2328
 OF2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2328
 OF2328.The geoid height was determined by GEOID03.
 OF2328
 OF2328;                    North         East     Units Scale Factor Converg.
 OF2328;SPC NY W     -   351,827.761   420,889.715   MT  0.99999930   +0 35 47.0
 OF2328;SPC NY W     - 1,154,288.25  1,380,869.01   sFT  0.99999930   +0 35 47.0
 OF2328;UTM  18      - 4,782,667.067   279,569.623   MT  1.00019777   -1 51 20.6
 OF2328
 OF2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2328!SPC NY W     -   0.99997847  x   0.99999930  =   0.99997777
 OF2328!UTM  18      -   0.99997847  x   1.00019777  =   1.00017623
 OF2328
 OF2328:                Primary Azimuth Mark                     Grid Az
 OF2328:SPC NY W     -  4107 MCGS 1971                           089 31 56.3
 OF2328:UTM  18      -  4107 MCGS 1971                           091 59 03.9
 OF2328
 OF2328|---------------------------------------------------------------------|
 OF2328| PID    Reference Object                     Distance      Geod. Az  |
 OF2328|                                                           dddmmss.s |
 OF2328| OF2323 4107 MCGS 1971                      APPROX. 0.8 KM 0900743.3 |
 OF2328| OF2308 GATES MUN TANK                      APPROX. 1.4 KM 1005135.7 |
 OF2328| OF2296 665 2 MCGS 1969                     340.255 METERS 26746     |
 OF2328|---------------------------------------------------------------------|
 OF2328
 OF2328                          SUPERSEDED SURVEY CONTROL
 OF2328
 OF2328  NAD 83(1986)-  43 09 52.69033(N)    077 42 41.66695(W) AD(       ) 2
 OF2328  NAD 27      -  43 09 52.46708(N)    077 42 42.64909(W) AD(       ) 2
 OF2328  NGVD 29 (07/19/86)  173.0    (m)          568.     (f) VERT ANG       
 OF2328
 OF2328.Superseded values are not recommended for survey control.
 OF2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2328.See file dsdata.txt to determine how the superseded data were derived.
 OF2328
 OF2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7957082667(NAD 83)
 OF2328_MARKER: DD = SURVEY DISK
 OF2328_SETTING: 0 = UNSPECIFIED SETTING
 OF2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2328
 OF2328  HISTORY     - Date     Condition        Report By
 OF2328  HISTORY     - 1971     MONUMENTED       NY-055
 OF2328
 OF2328                          STATION DESCRIPTION
 OF2328
 OF2328'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2328'IN GATES, ON THE N. SIDE OF LYELL ROAD, AT WEGMAN ROAD.
 OF2328'
 OF2328'13.5 FT N. OF THE CENTERLINE LYELL ROAD
 OF2328'
 OF2328'3.8 FT E. OF THE CENTERLINE OF WEGMAN ROAD PRODUCED
 OF2328'
 OF2328'4.0 FT S. OF A MONROE COUNTY WITNESS POST.
 OF2328'
 OF2328'A MONROE COUNTY GEOGETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2328'4106 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A
 OF2328'CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2366 ***********************************************************************
 OF2366  DESIGNATION -  4108 MCGS 1971
 OF2366  PID         -  OF2366
 OF2366  STATE/COUNTY-  NY/MONROE
 OF2366  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2366
 OF2366                         *CURRENT SURVEY CONTROL
 OF2366  ___________________________________________________________________
 OF2366* NAD 83(1996)-  43 09 53.00375(N)    077 41 27.74119(W)     ADJUSTED  
 OF2366* NAVD 88     -       173.4    (meters)     569.     (feet)  VERTCON   
 OF2366  ___________________________________________________________________
 OF2366  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OF2366  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF2366
 OF2366  HORZ ORDER  -  SECOND
 OF2366
 OF2366.The horizontal coordinates were established by classical geodetic methods
 OF2366.and adjusted by the National Geodetic Survey in January 1999..
 OF2366
 OF2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2366
 OF2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2366
 OF2366.The geoid height was determined by GEOID03.
 OF2366
 OF2366;                    North         East     Units Scale Factor Converg.
 OF2366;SPC NY W     -   351,855.241   422,559.520   MT  1.00000224   +0 36 37.6
 OF2366;SPC NY W     - 1,154,378.40  1,386,347.36   sFT  1.00000224   +0 36 37.6
 OF2366;UTM  18      - 4,782,623.071   281,239.396   MT  1.00018874   -1 50 30.0
 OF2366
 OF2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2366!SPC NY W     -   0.99997838  x   1.00000224  =   0.99998062
 OF2366!UTM  18      -   0.99997838  x   1.00018874  =   1.00016711
 OF2366
 OF2366:                Primary Azimuth Mark                     Grid Az
 OF2366:SPC NY W     -  653 3 MCGS 1969                          178 57 43.4
 OF2366:UTM  18      -  653 3 MCGS 1969                          181 24 51.0
 OF2366
 OF2366|---------------------------------------------------------------------|
 OF2366| PID    Reference Object                     Distance      Geod. Az  |
 OF2366|                                                           dddmmss.s |
 OF2366| OF2311 653 3 MCGS 1969                     APPROX. 0.9 KM 1793421.0 |
 OF2366|---------------------------------------------------------------------|
 OF2366
 OF2366                          SUPERSEDED SURVEY CONTROL
 OF2366
 OF2366  NAD 83(1986)-  43 09 53.01093(N)    077 41 27.73929(W) AD(       ) 2
 OF2366  NAD 27      -  43 09 52.78731(N)    077 41 28.72321(W) AD(       ) 2
 OF2366  NGVD 29 (07/19/86)  173.6    (m)          570.     (f) VERT ANG       
 OF2366
 OF2366.Superseded values are not recommended for survey control.
 OF2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2366.See file dsdata.txt to determine how the superseded data were derived.
 OF2366
 OF2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8123982623(NAD 83)
 OF2366_MARKER: DD = SURVEY DISK
 OF2366_SETTING: 0 = UNSPECIFIED SETTING
 OF2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2366
 OF2366  HISTORY     - Date     Condition        Report By
 OF2366  HISTORY     - 1971     MONUMENTED       NY-055
 OF2366  HISTORY     - 1972     GOOD             NY-055
 OF2366
 OF2366                          STATION DESCRIPTION
 OF2366
 OF2366'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2366'IN GATES IN THE SE COR. OF THE INTERSECTION OF SPENCERPORT ROAD
 OF2366'(RT. 31), LYELLL RD. (RT. 117) AND HOWARD ROAD (RT. 164)
 OF2366'
 OF2366'7.9 FT W. OF A TRAFFIC LITE POLE
 OF2366'
 OF2366'40.2 FT N. OF A TRAFFIC LITE POLE
 OF2366'
 OF2366'5.0 FT E. OF THE E. CURB
 OF2366'
 OF2366'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2366'4108 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT. AND IN A
 OF2366'CAST IRON FRAME AND COVER.
 OF2366
 OF2366                          STATION RECOVERY (1972)
 OF2366
 OF2366'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2366'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2331 ***********************************************************************
 OF2331  DESIGNATION -  4109 MCGS 1971
 OF2331  PID         -  OF2331
 OF2331  STATE/COUNTY-  NY/MONROE
 OF2331  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2331
 OF2331                         *CURRENT SURVEY CONTROL
 OF2331  ___________________________________________________________________
 OF2331* NAD 83(1996)-  43 09 11.05288(N)    077 42 41.20359(W)     ADJUSTED  
 OF2331* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 OF2331  ___________________________________________________________________
 OF2331  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 OF2331  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF2331
 OF2331  HORZ ORDER  -  SECOND
 OF2331
 OF2331.The horizontal coordinates were established by classical geodetic methods
 OF2331.and adjusted by the National Geodetic Survey in January 1999..
 OF2331
 OF2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2331
 OF2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2331
 OF2331.The geoid height was determined by GEOID03.
 OF2331
 OF2331;                    North         East     Units Scale Factor Converg.
 OF2331;SPC NY W     -   350,543.232   420,913.596   MT  0.99999934   +0 35 46.9
 OF2331;SPC NY W     - 1,150,073.92  1,380,947.36   sFT  0.99999934   +0 35 46.9
 OF2331;UTM  18      - 4,781,382.437   279,538.524   MT  1.00019794   -1 51 18.9
 OF2331
 OF2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2331!SPC NY W     -   0.99997830  x   0.99999934  =   0.99997764
 OF2331!UTM  18      -   0.99997830  x   1.00019794  =   1.00017624
 OF2331
 OF2331:                Primary Azimuth Mark                     Grid Az
 OF2331:SPC NY W     -  653 3A MCGS 1969                         358 41 28.2
 OF2331:UTM  18      -  653 3A MCGS 1969                         001 08 34.0
 OF2331
 OF2331|---------------------------------------------------------------------|
 OF2331| PID    Reference Object                     Distance      Geod. Az  |
 OF2331|                                                           dddmmss.s |
 OF2331| OF2295 653 3A MCGS 1969                    491.024 METERS 3591715.1 |
 OF2331|---------------------------------------------------------------------|
 OF2331
 OF2331                          SUPERSEDED SURVEY CONTROL
 OF2331
 OF2331  NAD 83(1986)-  43 09 11.06001(N)    077 42 41.20171(W) AD(       ) 2
 OF2331  NAD 27      -  43 09 10.83656(N)    077 42 42.18455(W) AD(       ) 2
 OF2331  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG       
 OF2331
 OF2331.Superseded values are not recommended for survey control.
 OF2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2331.See file dsdata.txt to determine how the superseded data were derived.
 OF2331
 OF2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7953981382(NAD 83)
 OF2331_MARKER: DD = SURVEY DISK
 OF2331_SETTING: 0 = UNSPECIFIED SETTING
 OF2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2331
 OF2331  HISTORY     - Date     Condition        Report By
 OF2331  HISTORY     - 1971     MONUMENTED       NY-055
 OF2331
 OF2331                          STATION DESCRIPTION
 OF2331
 OF2331'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2331'IN GATES, ON THE W. SIDE OF WEGMAN ROAD, 0.4 MI. N. OF BUFFALO ROAD
 OF2331'
 OF2331'0.8 MI. S. OF LYELL ROAD
 OF2331'
 OF2331'13.5 FT W. OF THE CENTERLINE WEGMAN ROAD
 OF2331'
 OF2331'32.4 FT N. OF THE CENTERLINE SILVER BIRCH DRIVE
 OF2331'
 OF2331'7.2 FT N.E. OF POLE, RTC 15
 OF2331'
 OF2331'7.5 FT SE OF A MONROE COUNTY WITNESS POST.
 OF2331'
 OF2331'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2331'4109 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT. AND IN A
 OF2331'CAST IRON FRAME AND COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2353 ***********************************************************************
 OF2353  DESIGNATION -  4110 MCGS 1972
 OF2353  PID         -  OF2353
 OF2353  STATE/COUNTY-  NY/MONROE
 OF2353  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2353
 OF2353                         *CURRENT SURVEY CONTROL
 OF2353  ___________________________________________________________________
 OF2353* NAD 83(1996)-  43 09 53.20133(N)    077 40 35.47039(W)     ADJUSTED  
 OF2353* NAVD 88     -       163.2    (meters)     535.     (feet)  VERTCON   
 OF2353  ___________________________________________________________________
 OF2353  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OF2353  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OF2353
 OF2353  HORZ ORDER  -  SECOND
 OF2353
 OF2353.The horizontal coordinates were established by classical geodetic methods
 OF2353.and adjusted by the National Geodetic Survey in January 1999..
 OF2353
 OF2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2353
 OF2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2353
 OF2353.The geoid height was determined by GEOID03.
 OF2353
 OF2353;                    North         East     Units Scale Factor Converg.
 OF2353;SPC NY W     -   351,874.020   423,740.170   MT  1.00000437   +0 37 13.4
 OF2353;SPC NY W     - 1,154,440.01  1,390,220.87   sFT  1.00000437   +0 37 13.4
 OF2353;UTM  18      - 4,782,591.315   282,419.984   MT  1.00018241   -1 49 54.2
 OF2353
 OF2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2353!SPC NY W     -   0.99997998  x   1.00000437  =   0.99998435
 OF2353!UTM  18      -   0.99997998  x   1.00018241  =   1.00016238
 OF2353
 OF2353|---------------------------------------------------------------------|
 OF2353| PID    Reference Object                     Distance      Geod. Az  |
 OF2353|                                                           dddmmss.s |
 OF2353| OF2359 665 6R NYGS 1972                    342.110 METERS 26555     |
 OF2353|---------------------------------------------------------------------|
 OF2353
 OF2353                          SUPERSEDED SURVEY CONTROL
 OF2353
 OF2353  NAD 83(1986)-  43 09 53.20853(N)    077 40 35.46786(W) AD(       ) 2
 OF2353  NAD 27      -  43 09 52.98678(N)    077 40 36.45053(W) AD(       ) 2
 OF2353  NGVD 29 (07/19/86)  163.4    (m)          536.     (f) VERT ANG       
 OF2353
 OF2353.Superseded values are not recommended for survey control.
 OF2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2353.See file dsdata.txt to determine how the superseded data were derived.
 OF2353
 OF2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8242082591(NAD 83)
 OF2353_MARKER: DD = SURVEY DISK
 OF2353_SETTING: 0 = UNSPECIFIED SETTING
 OF2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2353
 OF2353  HISTORY     - Date     Condition        Report By
 OF2353  HISTORY     - 1972     MONUMENTED       NY-055
 OF2353
 OF2353                          STATION DESCRIPTION
 OF2353
 OF2353'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2353'IN TOWN OF GATES ON LYELL AVENUE IN NORTH CONCRETE WALK OF BRIDGE
 OF2353'OVER NYS BARGE CANAL
 OF2353'
 OF2353'27.5 FT N. OF CENTERLINE LYELL AVE.
 OF2353'
 OF2353'28.6 FT NE OF A MAN HOLE
 OF2353'
 OF2353'3.0 FT S. OF IRON RAILING GUARD RAIL
 OF2353'
 OF2353'7.5 FT N. OF S. EDGE OF CONCRETE WALK
 OF2353'
 OF2353'MONUMENT IS A MONROE COUNTY STANDARD DISK SET IN A CONCRETE
 OF2353'SIDEWALK AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2354 ***********************************************************************
 OF2354  DESIGNATION -  4117
 OF2354  PID         -  OF2354
 OF2354  STATE/COUNTY-  NY/MONROE
 OF2354  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2354
 OF2354                         *CURRENT SURVEY CONTROL
 OF2354  ___________________________________________________________________
 OF2354* NAD 83(1996)-  43 07 50.77714(N)    077 40 39.21341(W)     ADJUSTED  
 OF2354* NAVD 88     -       168.7    (meters)     553.     (feet)  VERTCON   
 OF2354  ___________________________________________________________________
 OF2354  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OF2354  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2354
 OF2354  HORZ ORDER  -  SECOND
 OF2354
 OF2354.The horizontal coordinates were established by classical geodetic methods
 OF2354.and adjusted by the National Geodetic Survey in January 1999..
 OF2354
 OF2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2354
 OF2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2354
 OF2354.The geoid height was determined by GEOID03.
 OF2354
 OF2354;                    North         East     Units Scale Factor Converg.
 OF2354;SPC NY W     -   348,095.313   423,696.468   MT  1.00000429   +0 37 09.4
 OF2354;SPC NY W     - 1,142,042.71  1,390,077.50   sFT  1.00000429   +0 37 09.4
 OF2354;UTM  18      - 4,778,817.260   282,214.667   MT  1.00018351   -1 49 52.6
 OF2354
 OF2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2354!SPC NY W     -   0.99997910  x   1.00000429  =   0.99998339
 OF2354!UTM  18      -   0.99997910  x   1.00018351  =   1.00016260
 OF2354
 OF2354|---------------------------------------------------------------------|
 OF2354| PID    Reference Object                     Distance      Geod. Az  |
 OF2354|                                                           dddmmss.s |
 OF2354| OF2352 651                                 322.736 METERS 09142     |
 OF2354| OF2358 4118                                323.941 METERS 26624     |
 OF2354| OF2313 GATES CENTER WATER TANK 1969        APPROX. 1.6 KM 3302618.9 |
 OF2354|---------------------------------------------------------------------|
 OF2354
 OF2354                          SUPERSEDED SURVEY CONTROL
 OF2354
 OF2354  NAD 83(1986)-  43 07 50.78393(N)    077 40 39.21248(W) AD(       ) 2
 OF2354  NAD 27      -  43 07 50.56234(N)    077 40 40.19785(W) AD(       ) 2
 OF2354  NGVD 29 (07/19/86)  168.9    (m)          554.     (f) VERT ANG       
 OF2354
 OF2354.Superseded values are not recommended for survey control.
 OF2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2354.See file dsdata.txt to determine how the superseded data were derived.
 OF2354
 OF2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8221578817(NAD 83)
 OF2354_MARKER: DE = TRAVERSE STATION DISK
 OF2354_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2354
 OF2354  HISTORY     - Date     Condition        Report By
 OF2354  HISTORY     - 1975     MONUMENTED       NY-055
 OF2354
 OF2354                          STATION DESCRIPTION
 OF2354
 OF2354'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2354'IN TOWN OF GATES ON N SIDE OF BROOKS AVE, 0.5 MI E OF CHILI AVE, 0.2
 OF2354'MI W OF RR BRIDGE, 28.8 FT N OF CL OF BROOKS AVE, 16.7 FT N OF WHITE
 OF2354'LINE ALONG EDGE OF BROOKS AVE, 4.8 FT N OF WOOD GUARD RAIL, AND 8.0 FT
 OF2354'E OF UTILITY POLE RGE 28.  STATION IS A STANDARD DISK
 OF2354'STAMPED---4117---IMBEDDED IN CONCRETE SLAB FOR MANHOLE COVER 0.8 FT
 OF2354'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2358 ***********************************************************************
 OF2358  DESIGNATION -  4118
 OF2358  PID         -  OF2358
 OF2358  STATE/COUNTY-  NY/MONROE
 OF2358  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2358
 OF2358                         *CURRENT SURVEY CONTROL
 OF2358  ___________________________________________________________________
 OF2358* NAD 83(1996)-  43 07 50.11889(N)    077 40 53.51746(W)     ADJUSTED  
 OF2358* NAVD 88     -       168.3    (meters)     552.     (feet)  VERTCON   
 OF2358  ___________________________________________________________________
 OF2358  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 OF2358  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2358
 OF2358  HORZ ORDER  -  SECOND
 OF2358
 OF2358.The horizontal coordinates were established by classical geodetic methods
 OF2358.and adjusted by the National Geodetic Survey in January 1999..
 OF2358
 OF2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2358
 OF2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2358
 OF2358.The geoid height was determined by GEOID03.
 OF2358
 OF2358;                    North         East     Units Scale Factor Converg.
 OF2358;SPC NY W     -   348,071.514   423,373.401   MT  1.00000370   +0 36 59.6
 OF2358;SPC NY W     - 1,141,964.63  1,389,017.57   sFT  1.00000370   +0 36 59.6
 OF2358;UTM  18      - 4,778,807.294   281,890.820   MT  1.00018525   -1 50 02.4
 OF2358
 OF2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2358!SPC NY W     -   0.99997916  x   1.00000370  =   0.99998286
 OF2358!UTM  18      -   0.99997916  x   1.00018525  =   1.00016441
 OF2358
 OF2358|---------------------------------------------------------------------|
 OF2358| PID    Reference Object                     Distance      Geod. Az  |
 OF2358|                                                           dddmmss.s |
 OF2358| OF2354 4117                                323.941 METERS 08624     |
 OF2358| OF2361 4119                                360.277 METERS 27453     |
 OF2358|---------------------------------------------------------------------|
 OF2358
 OF2358                          SUPERSEDED SURVEY CONTROL
 OF2358
 OF2358  NAD 83(1986)-  43 07 50.12566(N)    077 40 53.51656(W) AD(       ) 2
 OF2358  NAD 27      -  43 07 49.90435(N)    077 40 54.50247(W) AD(       ) 2
 OF2358  NGVD 29 (07/19/86)  168.5    (m)          553.     (f) VERT ANG       
 OF2358
 OF2358.Superseded values are not recommended for survey control.
 OF2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2358.See file dsdata.txt to determine how the superseded data were derived.
 OF2358
 OF2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8189178807(NAD 83)
 OF2358_MARKER: DE = TRAVERSE STATION DISK
 OF2358_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2358
 OF2358  HISTORY     - Date     Condition        Report By
 OF2358  HISTORY     - 1975     MONUMENTED       NY-055
 OF2358
 OF2358                          STATION DESCRIPTION
 OF2358
 OF2358'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2358'IN TOWN OF GATES ON S SIDE OF BROOKS AVE AT MARILOU DRIVE, 22.8 FT S
 OF2358'OF CL OF BROOKS AVE, 6.5 FT S OF S EDGE OF PAVEMENT, 43.3 FT NW OF
 OF2358'HYDRANT, AND 14.5 FT W OF W RANGELINE OF HOUSE NO 1651.  STATION IS A
 OF2358'STANDARD DISK STAMPED---4118---IN CONCRETE POST 0.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2361 ***********************************************************************
 OF2361  DESIGNATION -  4119
 OF2361  PID         -  OF2361
 OF2361  STATE/COUNTY-  NY/MONROE
 OF2361  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2361
 OF2361                         *CURRENT SURVEY CONTROL
 OF2361  ___________________________________________________________________
 OF2361* NAD 83(1996)-  43 07 51.11388(N)    077 41 09.39938(W)     ADJUSTED  
 OF2361* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 OF2361  ___________________________________________________________________
 OF2361  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OF2361  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2361
 OF2361  HORZ ORDER  -  SECOND
 OF2361
 OF2361.The horizontal coordinates were established by classical geodetic methods
 OF2361.and adjusted by the National Geodetic Survey in January 1999..
 OF2361
 OF2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2361
 OF2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2361
 OF2361.The geoid height was determined by GEOID03.
 OF2361
 OF2361;                    North         East     Units Scale Factor Converg.
 OF2361;SPC NY W     -   348,098.364   423,014.125   MT  1.00000306   +0 36 48.8
 OF2361;SPC NY W     - 1,142,052.72  1,387,838.84   sFT  1.00000306   +0 36 48.8
 OF2361;UTM  18      - 4,778,849.489   281,532.955   MT  1.00018717   -1 50 13.3
 OF2361
 OF2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2361!SPC NY W     -   0.99997897  x   1.00000306  =   0.99998203
 OF2361!UTM  18      -   0.99997897  x   1.00018717  =   1.00016614
 OF2361
 OF2361|---------------------------------------------------------------------|
 OF2361| PID    Reference Object                     Distance      Geod. Az  |
 OF2361|                                                           dddmmss.s |
 OF2361| OF2360 4 1 148                             181.806 METERS 00801     |
 OF2361| OF2358 4118                                360.277 METERS 09453     |
 OF2361| OF2362 4120                                211.507 METERS 17922     |
 OF2361|---------------------------------------------------------------------|
 OF2361
 OF2361                          SUPERSEDED SURVEY CONTROL
 OF2361
 OF2361  NAD 83(1986)-  43 07 51.12066(N)    077 41 09.39847(W) AD(       ) 2
 OF2361  NAD 27      -  43 07 50.89973(N)    077 41 10.38458(W) AD(       ) 2
 OF2361  NGVD 29 (07/19/86)  169.7    (m)          557.     (f) VERT ANG       
 OF2361
 OF2361.Superseded values are not recommended for survey control.
 OF2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2361.See file dsdata.txt to determine how the superseded data were derived.
 OF2361
 OF2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8153378849(NAD 83)
 OF2361_MARKER: DE = TRAVERSE STATION DISK
 OF2361_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2361
 OF2361  HISTORY     - Date     Condition        Report By
 OF2361  HISTORY     - 1975     MONUMENTED       NY-055
 OF2361
 OF2361                          STATION DESCRIPTION
 OF2361
 OF2361'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2361'IN THE TOWN OF GATES IN SW CORNER AT INTERSECTION OF BROOKS AVE AND
 OF2361'OLD BEAHAN RD, 22.1 FT W OF CL OF OLD BEAHAN RD, 55.1 FT S OF CL OF
 OF2361'BROOKS AVE, 54.5 FT W OF UTILITY POLE 113 RGE 4, AND 8.0 FT N OF
 OF2361'MONROE COUNTY WITNESS POST NAILED ON AN 8 INCH BY 6 INCH WOOD POST.
 OF2361'STATION IS A STANDARD DISK STAMPED---4119---IN CONCRETE POST 0.3 FT
 OF2361'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2362 ***********************************************************************
 OF2362  DESIGNATION -  4120
 OF2362  PID         -  OF2362
 OF2362  STATE/COUNTY-  NY/MONROE
 OF2362  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2362
 OF2362                         *CURRENT SURVEY CONTROL
 OF2362  ___________________________________________________________________
 OF2362* NAD 83(1996)-  43 07 44.26050(N)    077 41 09.29690(W)     ADJUSTED  
 OF2362* NAVD 88     -       166.9    (meters)     548.     (feet)  VERTCON   
 OF2362  ___________________________________________________________________
 OF2362  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OF2362  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2362
 OF2362  HORZ ORDER  -  SECOND
 OF2362
 OF2362.The horizontal coordinates were established by classical geodetic methods
 OF2362.and adjusted by the National Geodetic Survey in January 1999..
 OF2362
 OF2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2362
 OF2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2362
 OF2362.The geoid height was determined by GEOID03.
 OF2362
 OF2362;                    North         East     Units Scale Factor Converg.
 OF2362;SPC NY W     -   347,886.906   423,018.706   MT  1.00000307   +0 36 48.7
 OF2362;SPC NY W     - 1,141,358.96  1,387,853.87   sFT  1.00000307   +0 36 48.7
 OF2362;UTM  18      - 4,778,637.990   281,528.489   MT  1.00018719   -1 50 13.0
 OF2362
 OF2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2362!SPC NY W     -   0.99997938  x   1.00000307  =   0.99998245
 OF2362!UTM  18      -   0.99997938  x   1.00018719  =   1.00016656
 OF2362
 OF2362:                Primary Azimuth Mark                     Grid Az
 OF2362:SPC NY W     -  4534                                     178 12 46.4
 OF2362:UTM  18      -  4534                                     180 39 48.1
 OF2362
 OF2362|---------------------------------------------------------------------|
 OF2362| PID    Reference Object                     Distance      Geod. Az  |
 OF2362|                                                           dddmmss.s |
 OF2362| OF2160 4534                                454.017 METERS 1784935.1 |
 OF2362| OF2363 4 1 11                               21.251 METERS 19344     |
 OF2362| OF2369 4 1 10                              340.308 METERS 30050     |
 OF2362| OF2361 4119                                211.507 METERS 35922     |
 OF2362|---------------------------------------------------------------------|
 OF2362
 OF2362                          SUPERSEDED SURVEY CONTROL
 OF2362
 OF2362  NAD 83(1986)-  43 07 44.26726(N)    077 41 09.29602(W) AD(       ) 2
 OF2362  NAD 27      -  43 07 44.04595(N)    077 41 10.28237(W) AD(       ) 2
 OF2362  NGVD 29 (07/19/86)  167.1    (m)          548.     (f) VERT ANG       
 OF2362
 OF2362.Superseded values are not recommended for survey control.
 OF2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2362.See file dsdata.txt to determine how the superseded data were derived.
 OF2362
 OF2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8152878638(NAD 83)
 OF2362_MARKER: DE = TRAVERSE STATION DISK
 OF2362_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2362
 OF2362  HISTORY     - Date     Condition        Report By
 OF2362  HISTORY     - 1975     MONUMENTED       NY-055
 OF2362
 OF2362                          STATION DESCRIPTION
 OF2362
 OF2362'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2362'IN TOWN OF GATES ON N SIDE OF CROSSOVER BETWEEN OLD BEAHAN RD AND NEW
 OF2362'BEAHAN RD, 0.15 MI S OF BROOKS AVE, 15.0 FT W OF CL OF OLD BEAHAN RD,
 OF2362'1.0 FT N OF S END OF CONCRETE HEADWALL, 5.0 FT S OF N END OF CONCRETE
 OF2362'HEADWALL, 0.7 FT E OF W END OF CONCRETE HEADWALL, 42.4 FT SW OF
 OF2362'UTILITY POLE RGE 8 RTC 4, AND 69.7 FT N OF STATION 4-1-11 MCGS 1975.
 OF2362'STATION IS A STANDARD DISK STAMPED---4120---IMBEDDED IN A CONCRETE
 OF2362'HEADWALL AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2317 ***********************************************************************
 OF2317  DESIGNATION -  4123
 OF2317  PID         -  OF2317
 OF2317  STATE/COUNTY-  NY/MONROE
 OF2317  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2317
 OF2317                         *CURRENT SURVEY CONTROL
 OF2317  ___________________________________________________________________
 OF2317* NAD 83(1996)-  43 07 41.06406(N)    077 41 54.95273(W)     ADJUSTED  
 OF2317* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 OF2317  ___________________________________________________________________
 OF2317  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 OF2317  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2317
 OF2317  HORZ ORDER  -  SECOND
 OF2317
 OF2317.The horizontal coordinates were established by classical geodetic methods
 OF2317.and adjusted by the National Geodetic Survey in January 1999..
 OF2317
 OF2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2317
 OF2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2317
 OF2317.The geoid height was determined by GEOID03.
 OF2317
 OF2317;                    North         East     Units Scale Factor Converg.
 OF2317;SPC NY W     -   347,777.298   421,987.852   MT  1.00000123   +0 36 17.5
 OF2317;SPC NY W     - 1,140,999.35  1,384,471.81   sFT  1.00000123   +0 36 17.5
 OF2317;UTM  18      - 4,778,572.545   280,493.697   MT  1.00019277   -1 50 44.1
 OF2317
 OF2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2317!SPC NY W     -   0.99997829  x   1.00000123  =   0.99997952
 OF2317!UTM  18      -   0.99997829  x   1.00019277  =   1.00017106
 OF2317
 OF2317:                Primary Azimuth Mark                     Grid Az
 OF2317:SPC NY W     -  4126                                     056 03 56.6
 OF2317:UTM  18      -  4126                                     058 30 58.2
 OF2317
 OF2317|---------------------------------------------------------------------|
 OF2317| PID    Reference Object                     Distance      Geod. Az  |
 OF2317|                                                           dddmmss.s |
 OF2317| OF2321 4126                                435.553 METERS 0564014.1 |
 OF2317| OF2324 4124                                416.113 METERS 2330643.7 |
 OF2317|---------------------------------------------------------------------|
 OF2317
 OF2317                          SUPERSEDED SURVEY CONTROL
 OF2317
 OF2317  NAD 83(1986)-  43 07 41.07099(N)    077 41 54.95167(W) AD(       ) 2
 OF2317  NAD 27      -  43 07 40.85041(N)    077 41 55.93675(W) AD(       ) 2
 OF2317  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG       
 OF2317
 OF2317.Superseded values are not recommended for survey control.
 OF2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2317.See file dsdata.txt to determine how the superseded data were derived.
 OF2317
 OF2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8049478573(NAD 83)
 OF2317_MARKER: DE = TRAVERSE STATION DISK
 OF2317_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2317
 OF2317  HISTORY     - Date     Condition        Report By
 OF2317  HISTORY     - 1975     MONUMENTED       NY-055
 OF2317
 OF2317                          STATION DESCRIPTION
 OF2317
 OF2317'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2317'IN TOWN OF GATES ON N SIDE OF CHILI AVE WESTBOUND, 0.3 MI E OF
 OF2317'WESTSIDE DR, 0.25 MI W OF FISHER ROAD, 21.5 FT N OF CL OF CHILI AVE
 OF2317'WESTBOUND, 6.6 FT N OF N EDGE OF CONCRETE GUTTER, 40.0 FT SW OF
 OF2317'UTILITY POLE RGE 61, AND 6.7 FT S OF MONROE COUNTY WITNESS POST.
 OF2317'STATION IS A STANDARD DISK STAMPED---4123---IN CONCRETE POST 0.4 FT
 OF2317'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2324 ***********************************************************************
 OF2324  DESIGNATION -  4124
 OF2324  PID         -  OF2324
 OF2324  STATE/COUNTY-  NY/MONROE
 OF2324  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2324
 OF2324                         *CURRENT SURVEY CONTROL
 OF2324  ___________________________________________________________________
 OF2324* NAD 83(1996)-  43 07 32.97002(N)    077 42 09.67633(W)     ADJUSTED  
 OF2324* NAVD 88     -       172.9    (meters)     567.     (feet)  VERTCON   
 OF2324  ___________________________________________________________________
 OF2324  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 OF2324  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2324
 OF2324  HORZ ORDER  -  SECOND
 OF2324
 OF2324.The horizontal coordinates were established by classical geodetic methods
 OF2324.and adjusted by the National Geodetic Survey in January 1999..
 OF2324
 OF2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2324
 OF2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2324
 OF2324.The geoid height was determined by GEOID03.
 OF2324
 OF2324;                    North         East     Units Scale Factor Converg.
 OF2324;SPC NY W     -   347,524.026   421,657.694   MT  1.00000064   +0 36 07.3
 OF2324;SPC NY W     - 1,140,168.41  1,383,388.62   sFT  1.00000064   +0 36 07.3
 OF2324;UTM  18      - 4,778,333.574   280,152.948   MT  1.00019461   -1 50 53.9
 OF2324
 OF2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2324!SPC NY W     -   0.99997843  x   1.00000064  =   0.99997907
 OF2324!UTM  18      -   0.99997843  x   1.00019461  =   1.00017304
 OF2324
 OF2324:                Primary Azimuth Mark                     Grid Az
 OF2324:SPC NY W     -  4123                                     052 30 26.4
 OF2324:UTM  18      -  4123                                     054 57 27.6
 OF2324
 OF2324|---------------------------------------------------------------------|
 OF2324| PID    Reference Object                     Distance      Geod. Az  |
 OF2324|                                                           dddmmss.s |
 OF2324| OF2317 4123                                416.113 METERS 0530633.7 |
 OF2324|---------------------------------------------------------------------|
 OF2324
 OF2324                          SUPERSEDED SURVEY CONTROL
 OF2324
 OF2324  NAD 83(1986)-  43 07 32.97701(N)    077 42 09.67534(W) AD(       ) 2
 OF2324  NAD 27      -  43 07 32.75650(N)    077 42 10.66035(W) AD(       ) 2
 OF2324  NGVD 29 (07/19/86)  173.1    (m)          568.     (f) VERT ANG       
 OF2324
 OF2324.Superseded values are not recommended for survey control.
 OF2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2324.See file dsdata.txt to determine how the superseded data were derived.
 OF2324
 OF2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8015378334(NAD 83)
 OF2324_MARKER: DE = TRAVERSE STATION DISK
 OF2324_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2324
 OF2324  HISTORY     - Date     Condition        Report By
 OF2324  HISTORY     - 1975     MONUMENTED       NY-055
 OF2324
 OF2324                          STATION DESCRIPTION
 OF2324
 OF2324'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2324'IN TOWN OF CHILI ON S SIDE OF CHILI AVE EASTBOUND, 24.3 FT S OF CL OF
 OF2324'CHILI AVE EASTBOUND, 5.5 FT S OF S EDGE OF CONCRETE GUTTER, 53.0 FT
 OF2324'NE OF CL OF WESTSIDE DR PRODUCED, AND 6.6 FT W OF MONROE COUNTY
 OF2324'WITNESS POST.  STATION IS A STANDARD DISK STAMPED---4124---IN CONCRETE
 OF2324'POST 0.5 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2325 ***********************************************************************
 OF2325  DESIGNATION -  4125
 OF2325  PID         -  OF2325
 OF2325  STATE/COUNTY-  NY/MONROE
 OF2325  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2325
 OF2325                         *CURRENT SURVEY CONTROL
 OF2325  ___________________________________________________________________
 OF2325* NAD 83(1996)-  43 07 33.19721(N)    077 42 12.46746(W)     ADJUSTED  
 OF2325* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 OF2325  ___________________________________________________________________
 OF2325  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 OF2325  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2325
 OF2325  HORZ ORDER  -  SECOND
 OF2325
 OF2325.The horizontal coordinates were established by classical geodetic methods
 OF2325.and adjusted by the National Geodetic Survey in January 1999..
 OF2325
 OF2325.The orthometric height was scaled from a topographic map.
 OF2325
 OF2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2325
 OF2325.The geoid height was determined by GEOID03.
 OF2325
 OF2325;                    North         East     Units Scale Factor Converg.
 OF2325;SPC NY W     -   347,530.374   421,594.533   MT  1.00000053   +0 36 05.4
 OF2325;SPC NY W     - 1,140,189.24  1,383,181.40   sFT  1.00000053   +0 36 05.4
 OF2325;UTM  18      - 4,778,342.618   280,090.104   MT  1.00019495   -1 50 55.8
 OF2325
 OF2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2325!SPC NY W     -   0.99997829  x   1.00000053  =   0.99997882
 OF2325!UTM  18      -   0.99997829  x   1.00019495  =   1.00017324
 OF2325
 OF2325                          SUPERSEDED SURVEY CONTROL
 OF2325
 OF2325  NAD 83(1986)-  43 07 33.20422(N)    077 42 12.46661(W) AD(       ) 2
 OF2325  NAD 27      -  43 07 32.98375(N)    077 42 13.45152(W) AD(       ) 2
 OF2325
 OF2325.Superseded values are not recommended for survey control.
 OF2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2325.See file dsdata.txt to determine how the superseded data were derived.
 OF2325
 OF2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8009078343(NAD 83)
 OF2325_MARKER: DE = TRAVERSE STATION DISK
 OF2325_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2325
 OF2325  HISTORY     - Date     Condition        Report By
 OF2325  HISTORY     - 1975     MONUMENTED       NY-055
 OF2325
 OF2325                          STATION DESCRIPTION
 OF2325
 OF2325'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2325'IN TOWN OF GATES ON E SIDE OF WESTSIDE DR AT CHILI AVE ROUTE 33A, 34.3
 OF2325'FT E OF CL OF WESTSIDE DR, 10.4 FT S OF ROW MARKER, 23.8 FT N OF
 OF2325'UTILITY POLE RGE 68 A1, AND 1.0 FT W OF MONROE COUNTY WITNESS POST.
 OF2325'STATION IS A STANDARD DISK STAMPED---4125---IN CONCRETE POST 0.2 FT
 OF2325'ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2321 ***********************************************************************
 OF2321  DESIGNATION -  4126
 OF2321  PID         -  OF2321
 OF2321  STATE/COUNTY-  NY/MONROE
 OF2321  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2321
 OF2321                         *CURRENT SURVEY CONTROL
 OF2321  ___________________________________________________________________
 OF2321* NAD 83(1996)-  43 07 48.81868(N)    077 41 38.85195(W)     ADJUSTED  
 OF2321* NAVD 88     -       171.7    (meters)     563.     (feet)  VERTCON   
 OF2321  ___________________________________________________________________
 OF2321  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OF2321  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2321
 OF2321  HORZ ORDER  -  SECOND
 OF2321
 OF2321.The horizontal coordinates were established by classical geodetic methods
 OF2321.and adjusted by the National Geodetic Survey in January 1999..
 OF2321
 OF2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2321
 OF2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2321
 OF2321.The geoid height was determined by GEOID03.
 OF2321
 OF2321;                    North         East     Units Scale Factor Converg.
 OF2321;SPC NY W     -   348,020.442   422,349.221   MT  1.00000187   +0 36 28.6
 OF2321;SPC NY W     - 1,141,797.07  1,385,657.40   sFT  1.00000187   +0 36 28.6
 OF2321;UTM  18      - 4,778,800.059   280,865.203   MT  1.00019076   -1 50 33.3
 OF2321
 OF2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2321!SPC NY W     -   0.99997862  x   1.00000187  =   0.99998049
 OF2321!UTM  18      -   0.99997862  x   1.00019076  =   1.00016938
 OF2321
 OF2321|---------------------------------------------------------------------|
 OF2321| PID    Reference Object                     Distance      Geod. Az  |
 OF2321|                                                           dddmmss.s |
 OF2321| OF2369 4 1 10                              377.299 METERS 08452     |
 OF2321| OF2319 654 1                               APPROX. 0.6 KM 1611505.2 |
 OF2321| OF2317 4123                                435.553 METERS 2364025.1 |
 OF2321| OF2320 654                                  48.059 METERS 30918     |
 OF2321|---------------------------------------------------------------------|
 OF2321
 OF2321                          SUPERSEDED SURVEY CONTROL
 OF2321
 OF2321  NAD 83(1986)-  43 07 48.82553(N)    077 41 38.85087(W) AD(       ) 2
 OF2321  NAD 27      -  43 07 48.60478(N)    077 41 39.83613(W) AD(       ) 2
 OF2321  NGVD 29 (07/19/86)  171.9    (m)          564.     (f) VERT ANG       
 OF2321
 OF2321.Superseded values are not recommended for survey control.
 OF2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2321.See file dsdata.txt to determine how the superseded data were derived.
 OF2321
 OF2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8086578800(NAD 83)
 OF2321_MARKER: DE = TRAVERSE STATION DISK
 OF2321_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2321
 OF2321  HISTORY     - Date     Condition        Report By
 OF2321  HISTORY     - 1975     MONUMENTED       NY-055
 OF2321
 OF2321                          STATION DESCRIPTION
 OF2321
 OF2321'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2321'IN THE TOWN OF GATES ON N SIDE OF CHILI AVE WESTBOUND AT FISHER RD.IN
 OF2321'ISLAND, 43.5 FT N OF CL OF CHILI AVE WESTBOUND, 17.4 FT N OF S CURB OF
 OF2321'ISLAND, 45.8 FT SW OF UTILITY POLE RGE 53B, 2.9 FT W OF E CURB OF
 OF2321'ISLAND, AND 66.8 FT SW OF HYDRANT.  STATION IS A STANDARD DISK
 OF2321'STAMPED---4126---IN CONCRETE POST WITH CAST IRON FRAME AND COVER 0.4
 OF2321'FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0646 ***********************************************************************
 MZ0646  DESIGNATION -  4.154
 MZ0646  PID         -  MZ0646
 MZ0646  STATE/COUNTY-  NY/COLUMBIA
 MZ0646  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0646
 MZ0646                         *CURRENT SURVEY CONTROL
 MZ0646  ___________________________________________________________________
 MZ0646* NAD 83(1986)-  42 18 33.     (N)    073 46 19.     (W)     SCALED    
 MZ0646* NAVD 88     -         2.460  (meters)       8.07   (feet)  ADJUSTED  
 MZ0646  ___________________________________________________________________
 MZ0646  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ0646  DYNAMIC HT  -           2.459 (meters)       8.07  (feet)  COMP
 MZ0646  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 MZ0646
 MZ0646  VERT ORDER  -  FIRST     CLASS II
 MZ0646
 MZ0646.The horizontal coordinates were scaled from a topographic map and have
 MZ0646.an estimated accuracy of +/- 6 seconds.
 MZ0646
 MZ0646.The orthometric height was determined by differential leveling
 MZ0646.and adjusted by the National Geodetic Survey in June 1991..
 MZ0646
 MZ0646.The geoid height was determined by GEOID03.
 MZ0646
 MZ0646.The dynamic height is computed by dividing the NAVD 88
 MZ0646.geopotential number by the normal gravity value computed on the
 MZ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0646.degrees latitude (g = 980.6199 gals.).
 MZ0646
 MZ0646.The modeled gravity was interpolated from observed gravity values.
 MZ0646
 MZ0646;                    North         East    Units  Estimated Accuracy
 MZ0646;SPC NY E     -   386,190.      210,020.      MT  (+/- 180 meters Scaled)
 MZ0646
 MZ0646                          SUPERSEDED SURVEY CONTROL
 MZ0646
 MZ0646  NGVD 29 (??/??/92)    2.702  (m)            8.86   (f) ADJ UNCH    1 2
 MZ0646
 MZ0646.Superseded values are not recommended for survey control.
 MZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0646.See file dsdata.txt to determine how the superseded data were derived.
 MZ0646
 MZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM012848(NAD 83)
 MZ0646_MARKER: Z = SEE DESCRIPTION
 MZ0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0646_SP_SET: BRIDGE
 MZ0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0646
 MZ0646  HISTORY     - Date     Condition        Report By
 MZ0646  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0646  HISTORY     - 1955     MARK NOT FOUND   NGS
 MZ0646
 MZ0646                          STATION DESCRIPTION
 MZ0646
 MZ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0646'AT STOCKPORT.
 MZ0646'AT STOCKPORT, COLUMBIA COUNTY, 400 FEET SOUTH OF THE NEW YORK CENTRAL
 MZ0646'RAILROAD STATION ON THE NEW YORK TO ALBANY BRANCH, AT BRIDGE 307 OVER
 MZ0646'ROCKPORT CREEK, ON THE TOP OF THE EXTREME WEST END OF THE WEST
 MZ0646'WINGWALL OF THE NORTH ABUTMENT, 36.5 FEET WEST OF THE WEST RAIL OF THE
 MZ0646'SOUTH-BOUND TRACK, AND 5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MZ0646'CHISELED CUT. NOTE--THE ABUTMENT AND WINGWALL IS CLEAN AND SMOOTH,
 MZ0646'HOWEVER, NO CHISELED CUT IS VISIBLE.  PERHAPS THE WINGWALL HAS BEEN
 MZ0646'RECAPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0926 ***********************************************************************
 OE0926  DESIGNATION -  416
 OE0926  PID         -  OE0926
 OE0926  STATE/COUNTY-  NY/OSWEGO
 OE0926  USGS QUAD   -  CLEVELAND (1993)
 OE0926
 OE0926                         *CURRENT SURVEY CONTROL
 OE0926  ___________________________________________________________________
 OE0926* NAD 83(1986)-  43 14 11.     (N)    075 52 53.     (W)     SCALED    
 OE0926* NAVD 88     -       126.825  (meters)     416.09   (feet)  ADJUSTED  
 OE0926  ___________________________________________________________________
 OE0926  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 OE0926  DYNAMIC HT  -         126.796 (meters)     416.00  (feet)  COMP
 OE0926  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 OE0926
 OE0926  VERT ORDER  -  FIRST     CLASS II
 OE0926
 OE0926.The horizontal coordinates were scaled from a topographic map and have
 OE0926.an estimated accuracy of +/- 6 seconds.
 OE0926
 OE0926.The orthometric height was determined by differential leveling
 OE0926.and adjusted by the National Geodetic Survey in June 1991..
 OE0926
 OE0926.The geoid height was determined by GEOID03.
 OE0926
 OE0926.The dynamic height is computed by dividing the NAVD 88
 OE0926.geopotential number by the normal gravity value computed on the
 OE0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0926.degrees latitude (g = 980.6199 gals.).
 OE0926
 OE0926.The modeled gravity was interpolated from observed gravity values.
 OE0926
 OE0926;                    North         East    Units  Estimated Accuracy
 OE0926;SPC NY C     -   359,670.      307,010.      MT  (+/- 180 meters Scaled)
 OE0926
 OE0926                          SUPERSEDED SURVEY CONTROL
 OE0926
 OE0926  NGVD 29 (??/??/92)  127.003  (m)          416.68   (f) ADJ UNCH    1 2
 OE0926
 OE0926.Superseded values are not recommended for survey control.
 OE0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0926.See file dsdata.txt to determine how the superseded data were derived.
 OE0926
 OE0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN284874(NAD 83)
 OE0926_MARKER: DD = SURVEY DISK
 OE0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0926_SP_SET: STONE
 OE0926_STAMPING: 416 ALBANY 1903
 OE0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0926+STABILITY: SURFACE MOTION
 OE0926
 OE0926  HISTORY     - Date     Condition        Report By
 OE0926  HISTORY     - 1903     MONUMENTED       USGS
 OE0926  HISTORY     - 1944     MARK NOT FOUND   NGS
 OE0926
 OE0926                          STATION DESCRIPTION
 OE0926
 OE0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OE0926'IN CLEVELAND.
 OE0926'AT CLEVELAND, OSWEGO COUNTY, ON THE NEW YORK, ONTARIO AND WESTERN
 OE0926'RAILROAD, NOW ABANDONED, 46.4 FEET SOUTH OF THE MAIN ENTRANCE TO THE
 OE0926'PASSENGER STATION, 153 FEET SOUTHWEST OF THE CENTER OF A PAVED
 OE0926'ROAD-CROSSING, 18 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF A STONE
 OE0926'RETAINING WALL, AND 15 FEET EAST OF THE WEST END OF THE WALL.  A
 OE0926'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 416 ALBANY
 OE0926'1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0202 ***********************************************************************
 LY0202  DESIGNATION -  41.8
 LY0202  PID         -  LY0202
 LY0202  STATE/COUNTY-  NY/ORANGE
 LY0202  USGS QUAD   -  MIDDLETOWN (1976)
 LY0202
 LY0202                         *CURRENT SURVEY CONTROL
 LY0202  ___________________________________________________________________
 LY0202* NAD 83(1986)-  41 29 57.     (N)    074 24 21.     (W)     SCALED    
 LY0202* NAVD 88     -       180.575  (meters)     592.44   (feet)  ADJUSTED  
 LY0202  ___________________________________________________________________
 LY0202  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0202  DYNAMIC HT  -         180.503 (meters)     592.20  (feet)  COMP
 LY0202  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 LY0202
 LY0202  VERT ORDER  -  SECOND    CLASS 0
 LY0202
 LY0202.The horizontal coordinates were scaled from a topographic map and have
 LY0202.an estimated accuracy of +/- 6 seconds.
 LY0202
 LY0202.The orthometric height was determined by differential leveling
 LY0202.and adjusted by the National Geodetic Survey in June 1991..
 LY0202
 LY0202.The geoid height was determined by GEOID03.
 LY0202
 LY0202.The dynamic height is computed by dividing the NAVD 88
 LY0202.geopotential number by the normal gravity value computed on the
 LY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0202.degrees latitude (g = 980.6199 gals.).
 LY0202
 LY0202.The modeled gravity was interpolated from observed gravity values.
 LY0202
 LY0202;                    North         East    Units  Estimated Accuracy
 LY0202;SPC NY E     -   295,980.      157,860.      MT  (+/- 180 meters Scaled)
 LY0202
 LY0202                          SUPERSEDED SURVEY CONTROL
 LY0202
 LY0202  NGVD 29 (??/??/92)  180.78   (m)          593.1    (f) COMPUTED    2 0
 LY0202
 LY0202.Superseded values are not recommended for survey control.
 LY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0202.See file dsdata.txt to determine how the superseded data were derived.
 LY0202
 LY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL495943(NAD 83)
 LY0202_MARKER: B = BOLT
 LY0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0202_SP_SET: OAK TREE
 LY0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0202
 LY0202  HISTORY     - Date     Condition        Report By
 LY0202  HISTORY     - UNK      MONUMENTED       RBNF
 LY0202  HISTORY     - 1942     GOOD             NGS
 LY0202
 LY0202                          STATION DESCRIPTION
 LY0202
 LY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0202'1.3 MI SW FROM CIRCLEVILLE.
 LY0202'THIS MARK IS ALONG THE MIDDLETOWN AND CRAWFORD BRANCH OF THE
 LY0202'ERIE RAILROAD ABOUT 1.3 MILES SOUTHWEST OF CIRCLEVILLE, ORANGE
 LY0202'COUNTY, 0.5 MILE NORTH OF THE JUNCTION WITH THE N.Y.O. AND
 LY0202'W. RAILROAD, 20 FEET SOUTHEAST OF THE TRACK, 12 FEET SOUTH OF
 LY0202'A TELEGRAPH POLE, IN THE ROOT OF A 30-INCH WHITE OAK TREE, ON THE
 LY0202'WEST SIDE OF THE TREE, AND IS A COPPER BOLT AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0630 ***********************************************************************
 OE0630  DESIGNATION -  419
 OE0630  PID         -  OE0630
 OE0630  STATE/COUNTY-  NY/ONEIDA
 OE0630  USGS QUAD   -  UTICA EAST (1983)
 OE0630
 OE0630                         *CURRENT SURVEY CONTROL
 OE0630  ___________________________________________________________________
 OE0630* NAD 83(1986)-  43 06 10.     (N)    075 13 34.     (W)     SCALED    
 OE0630* NAVD 88     -       126.941  (meters)     416.47   (feet)  ADJUSTED  
 OE0630  ___________________________________________________________________
 OE0630  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 OE0630  DYNAMIC HT  -         126.908 (meters)     416.36  (feet)  COMP
 OE0630  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 OE0630
 OE0630  VERT ORDER  -  FIRST     CLASS II
 OE0630
 OE0630.The horizontal coordinates were scaled from a topographic map and have
 OE0630.an estimated accuracy of +/- 6 seconds.
 OE0630
 OE0630.The orthometric height was determined by differential leveling
 OE0630.and adjusted by the National Geodetic Survey in June 1991..
 OE0630.WARNING-Repeat measurements at this control monument indicate possible
 OE0630.vertical movement.
 OE0630
 OE0630.The geoid height was determined by GEOID03.
 OE0630
 OE0630.The dynamic height is computed by dividing the NAVD 88
 OE0630.geopotential number by the normal gravity value computed on the
 OE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0630.degrees latitude (g = 980.6199 gals.).
 OE0630
 OE0630.The modeled gravity was interpolated from observed gravity values.
 OE0630
 OE0630;                    North         East    Units  Estimated Accuracy
 OE0630;SPC NY C     -   345,480.      360,480.      MT  (+/- 180 meters Scaled)
 OE0630
 OE0630                          SUPERSEDED SURVEY CONTROL
 OE0630
 OE0630  NGVD 29 (??/??/92)  127.084  (m)          416.94   (f) ADJ UNCH    1 2
 OE0630
 OE0630.Superseded values are not recommended for survey control.
 OE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0630.See file dsdata.txt to determine how the superseded data were derived.
 OE0630
 OE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN816722(NAD 83)
 OE0630_MARKER: Z = SEE DESCRIPTION
 OE0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0630_SP_SET: BASEMENT
 OE0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0630
 OE0630  HISTORY     - Date     Condition        Report By
 OE0630  HISTORY     - UNK      MONUMENTED       USGS
 OE0630  HISTORY     - 1934     GOOD             NGS
 OE0630
 OE0630                          STATION DESCRIPTION
 OE0630
 OE0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE0630'IN UTICA.
 OE0630'U.S. GEOLOGICAL SURVEY PLATE MARKED NO. 419. BASEMENT OF FEDERAL
 OE0630'BUILDING.  (417.20 U.S.G.S. ELEVATION) UTICA, N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0187 ***********************************************************************
 OG0187  DESIGNATION -  42 T OF A
 OG0187  PID         -  OG0187
 OG0187  STATE/COUNTY-  NY/ERIE
 OG0187  USGS QUAD   -  
 OG0187
 OG0187                         *CURRENT SURVEY CONTROL
 OG0187  ___________________________________________________________________
 OG0187* NAD 83(1986)-  43 00 07.     (N)    078 44 23.     (W)     SCALED    
 OG0187* NAVD 88     -       179.096  (meters)     587.58   (feet)  ADJUSTED  
 OG0187  ___________________________________________________________________
 OG0187  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OG0187  DYNAMIC HT  -         179.050 (meters)     587.43  (feet)  COMP
 OG0187  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 OG0187
 OG0187  VERT ORDER  -  SECOND    CLASS 0
 OG0187
 OG0187.The horizontal coordinates were scaled from a topographic map and have
 OG0187.an estimated accuracy of +/- 6 seconds.
 OG0187
 OG0187.The orthometric height was determined by differential leveling
 OG0187.and adjusted by the National Geodetic Survey in June 1991..
 OG0187
 OG0187.The geoid height was determined by GEOID03.
 OG0187
 OG0187.The dynamic height is computed by dividing the NAVD 88
 OG0187.geopotential number by the normal gravity value computed on the
 OG0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0187.degrees latitude (g = 980.6199 gals.).
 OG0187
 OG0187.The modeled gravity was interpolated from observed gravity values.
 OG0187
 OG0187;                    North         East    Units  Estimated Accuracy
 OG0187;SPC NY W     -   333,400.      337,250.      MT  (+/- 180 meters Scaled)
 OG0187
 OG0187                          SUPERSEDED SURVEY CONTROL
 OG0187
 OG0187  NGVD 29 (??/??/92)  179.237  (m)          588.05   (f) ADJ UNCH    2 0
 OG0187
 OG0187.Superseded values are not recommended for survey control.
 OG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0187.See file dsdata.txt to determine how the superseded data were derived.
 OG0187
 OG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH842635(NAD 83)
 OG0187_MARKER: Z = SEE DESCRIPTION
 OG0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0187_STAMPING: 42 1935
 OG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0187+STABILITY: SURFACE MOTION
 OG0187
 OG0187  HISTORY     - Date     Condition        Report By
 OG0187  HISTORY     - 1935     MONUMENTED
 OG0187  HISTORY     - 1955     GOOD             NGS
 OG0187
 OG0187                          STATION DESCRIPTION
 OG0187
 OG0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OG0187'IN AMHERST.
 OG0187'2.7 MILES NORTH ALONG EVANS STREET (HOPKINS ROAD) FROM THE
 OG0187'INTERSECTION AT MAIN STREET IN WILLIAMSVILLE.  AT THE INTERSECTION OF
 OG0187'HOPKINS AND KLEIN ROADS.  23.5 FEET EAST OF CENTER LINE OF HOPKINS
 OG0187'ROAD, 37.0 FEET S OF CENTER LINE OF KLEIN ROAD, 1.9 FEET WEST OF POWER
 OG0187'POLE AND ABOUT 1 FOOT LOWER THAN ROADS.  STEEL ROD IN CONCRETE POST
 OG0187'STAMPED 42, 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0508 ***********************************************************************
 PH0508  DESIGNATION -  420
 PH0508  PID         -  PH0508
 PH0508  STATE/COUNTY-  NY/FRANKLIN
 PH0508  USGS QUAD   -  BRUSHTON (1964)
 PH0508
 PH0508                         *CURRENT SURVEY CONTROL
 PH0508  ___________________________________________________________________
 PH0508* NAD 83(1986)-  44 49 06.     (N)    074 33 24.     (W)     SCALED    
 PH0508* NAVD 88     -       127.777  (meters)     419.21   (feet)  ADJUSTED  
 PH0508  ___________________________________________________________________
 PH0508  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PH0508  DYNAMIC HT  -         127.770 (meters)     419.19  (feet)  COMP
 PH0508  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 PH0508
 PH0508  VERT ORDER  -  FIRST     CLASS I
 PH0508
 PH0508.The horizontal coordinates were scaled from a topographic map and have
 PH0508.an estimated accuracy of +/- 6 seconds.
 PH0508
 PH0508.The orthometric height was determined by differential leveling
 PH0508.and adjusted by the National Geodetic Survey in June 1991..
 PH0508
 PH0508.The geoid height was determined by GEOID03.
 PH0508
 PH0508.The dynamic height is computed by dividing the NAVD 88
 PH0508.geopotential number by the normal gravity value computed on the
 PH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0508.degrees latitude (g = 980.6199 gals.).
 PH0508
 PH0508.The modeled gravity was interpolated from observed gravity values.
 PH0508
 PH0508;                    North         East    Units  Estimated Accuracy
 PH0508;SPC NY E     -   664,690.      145,520.      MT  (+/- 180 meters Scaled)
 PH0508
 PH0508                          SUPERSEDED SURVEY CONTROL
 PH0508
 PH0508  NGVD 29 (??/??/92)  127.892  (m)          419.59   (f) ADJ UNCH    1 1
 PH0508
 PH0508.Superseded values are not recommended for survey control.
 PH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0508.See file dsdata.txt to determine how the superseded data were derived.
 PH0508
 PH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ350628(NAD 83)
 PH0508_MARKER: DD = SURVEY DISK
 PH0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0508_SP_SET: WALL
 PH0508_STAMPING: 420 ALBANY 1900
 PH0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0508
 PH0508  HISTORY     - Date     Condition        Report By
 PH0508  HISTORY     - 1900     MONUMENTED       USGS
 PH0508  HISTORY     - 1975     GOOD             NGS
 PH0508
 PH0508                          STATION DESCRIPTION
 PH0508
 PH0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0508'IN MOIRA.
 PH0508'AT MOIRA, AT THE METHODIST CHURCH, SET VERTICALLY IN THE EAST WALL AT
 PH0508'THE NORTHEAST CORNER OF THE TOWER, 4.3 FEET NORTH OF THE DOOR JAMB.
 PH0508'156 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 11, 90.5 FEET WEST OF
 PH0508'CENTERLINE OF A BLACKTOP COUNTY ROAD, 70 FEET NORTH OF THE CENTER OF
 PH0508'THE EAST ENTRANCE TO THE BUILDING, 59 FEET WEST OF HISTORICAL MARKER
 PH0508'(UNION CHURCH 1867) AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0491 ***********************************************************************
 NB0491  DESIGNATION -  421
 NB0491  PID         -  NB0491
 NB0491  STATE/COUNTY-  NY/CAYUGA
 NB0491  USGS QUAD   -  UNION SPRINGS (1955)
 NB0491
 NB0491                         *CURRENT SURVEY CONTROL
 NB0491  ___________________________________________________________________
 NB0491* NAD 83(1986)-  42 50 47.     (N)    076 41 58.     (W)     SCALED    
 NB0491* NAVD 88     -       127.517  (meters)     418.36   (feet)  ADJUSTED  
 NB0491  ___________________________________________________________________
 NB0491  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NB0491  DYNAMIC HT  -         127.483 (meters)     418.25  (feet)  COMP
 NB0491  MODELED GRAV-     980,353.5   (mgal)                       NAVD 88
 NB0491
 NB0491  VERT ORDER  -  FIRST     CLASS II
 NB0491
 NB0491.The horizontal coordinates were scaled from a topographic map and have
 NB0491.an estimated accuracy of +/- 6 seconds.
 NB0491
 NB0491.The orthometric height was determined by differential leveling
 NB0491.and adjusted by the National Geodetic Survey in June 1991..
 NB0491
 NB0491.The geoid height was determined by GEOID03.
 NB0491
 NB0491.The dynamic height is computed by dividing the NAVD 88
 NB0491.geopotential number by the normal gravity value computed on the
 NB0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0491.degrees latitude (g = 980.6199 gals.).
 NB0491
 NB0491.The modeled gravity was interpolated from observed gravity values.
 NB0491
 NB0491;                    North         East    Units  Estimated Accuracy
 NB0491;SPC NY C     -   316,110.      240,510.      MT  (+/- 180 meters Scaled)
 NB0491
 NB0491                          SUPERSEDED SURVEY CONTROL
 NB0491
 NB0491  NGVD 29 (??/??/92)  127.690  (m)          418.93   (f) ADJ UNCH    1 2
 NB0491
 NB0491.Superseded values are not recommended for survey control.
 NB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0491.See file dsdata.txt to determine how the superseded data were derived.
 NB0491
 NB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN611451(NAD 83)
 NB0491_MARKER: B = BOLT
 NB0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0491_SP_SET: DOOR SILL
 NB0491_STAMPING: USGS BM 421 FT
 NB0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0491
 NB0491  HISTORY     - Date     Condition        Report By
 NB0491  HISTORY     - 1916     MONUMENTED       USGS
 NB0491  HISTORY     - 1933     GOOD             NGS
 NB0491  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0491  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0491
 NB0491                          STATION DESCRIPTION
 NB0491
 NB0491'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 NB0491'AT UNION SPRINGS.
 NB0491'UNION SPRINGS, BASEMENT DOOR AT SOUTH END OF SANITARIUM, IN WEST END
 NB0491'OF DOORSILL. COPPER BOLT STAMPED U.S.G.S. B.M. 421 FT.
 NB0491
 NB0491                          STATION RECOVERY (1933)
 NB0491
 NB0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 NB0491'RECOVERED IN GOOD CONDITION.
 NB0491
 NB0491                          STATION RECOVERY (1982)
 NB0491
 NB0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0491'MARK NOT FOUND.
 NB0491
 NB0491                          STATION RECOVERY (1985)
 NB0491
 NB0491'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0007 ***********************************************************************
 NC0007  DESIGNATION -  42.48
 NC0007  PID         -  NC0007
 NC0007  STATE/COUNTY-  NY/WYOMING
 NC0007  USGS QUAD   -  WYOMING (1976)
 NC0007
 NC0007                         *CURRENT SURVEY CONTROL
 NC0007  ___________________________________________________________________
 NC0007* NAD 83(1986)-  42 45 53.     (N)    078 07 27.     (W)     SCALED    
 NC0007* NAVD 88     -       323.13   (+/-2cm)    1060.1    (feet)  VERTCON   
 NC0007  ___________________________________________________________________
 NC0007  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NC0007
 NC0007  VERT ORDER  -  THIRD (See Below)
 NC0007
 NC0007.The horizontal coordinates were scaled from a topographic map and have
 NC0007.an estimated accuracy of +/- 6 seconds.
 NC0007
 NC0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0007.The vertical order pertains to the NGVD 29 superseded value.
 NC0007
 NC0007.The geoid height was determined by GEOID03.
 NC0007
 NC0007;                    North         East    Units  Estimated Accuracy
 NC0007;SPC NY W     -   307,140.      387,580.      MT  (+/- 180 meters Scaled)
 NC0007
 NC0007                          SUPERSEDED SURVEY CONTROL
 NC0007
 NC0007  NGVD 29 (??/??/??)  323.28   (m)         1060.6    (f) RESET       3  
 NC0007
 NC0007.Superseded values are not recommended for survey control.
 NC0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0007.See file dsdata.txt to determine how the superseded data were derived.
 NC0007
 NC0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH353387(NAD 83)
 NC0007_MARKER: Z = SEE DESCRIPTION
 NC0007_SETTING: 0 = UNSPECIFIED SETTING
 NC0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0007
 NC0007  HISTORY     - Date     Condition        Report By
 NC0007  HISTORY     - UNK      MONUMENTED       BORR
 NC0007  HISTORY     - 1929     GOOD             NGS
 NC0007
 NC0007                          STATION DESCRIPTION
 NC0007
 NC0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0007'IN WARSAW.
 NC0007'20.0 TO RIGHT OF TRACK, 150.0 NORTH OF SIGNAL 42.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1823 ***********************************************************************
 NB1823  DESIGNATION -  426=HAWLEY
 NB1823  PID         -  NB1823
 NB1823  STATE/COUNTY-  NY/CHEMUNG
 NB1823  USGS QUAD   -  ELMIRA (1969)
 NB1823
 NB1823                         *CURRENT SURVEY CONTROL
 NB1823  ___________________________________________________________________
 NB1823* NAD 83(1996)-  42 06 22.99217(N)    076 52 14.88851(W)     ADJUSTED  
 NB1823* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 NB1823  ___________________________________________________________________
 NB1823  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NB1823  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 NB1823
 NB1823  HORZ ORDER  -  SECOND
 NB1823
 NB1823.The horizontal coordinates were established by classical geodetic methods
 NB1823.and adjusted by the National Geodetic Survey in January 1999..
 NB1823
 NB1823.The orthometric height was scaled from a topographic map.
 NB1823
 NB1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1823
 NB1823.The geoid height was determined by GEOID03.
 NB1823
 NB1823;                    North         East     Units Scale Factor Converg.
 NB1823;SPC NY C     -   233,950.053   226,224.160   MT  0.99994445   -0 11 33.9
 NB1823;SPC NY C     -   767,551.13    742,203.76   sFT  0.99994445   -0 11 33.9
 NB1823;SPC PA N     -   215,791.234   672,721.606   MT  1.00002913   +0 34 53.8
 NB1823;SPC PA N     -   707,975.07  2,207,087.47   sFT  1.00002913   +0 34 53.8
 NB1823;UTM  18      - 4,663,281.870   345,320.114   MT  0.99989440   -1 15 16.7
 NB1823
 NB1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1823!SPC NY C     -   0.99992347  x   0.99994445  =   0.99986793
 NB1823!SPC PA N     -   0.99992347  x   1.00002913  =   0.99995260
 NB1823!UTM  18      -   0.99992347  x   0.99989440  =   0.99981788
 NB1823
 NB1823:                Primary Azimuth Mark                     Grid Az
 NB1823:SPC NY C     -  ELMIRA INCINERATOR PLANT                 088 56 30.0
 NB1823:SPC PA N     -  ELMIRA INCINERATOR PLANT                 088 10 02.3
 NB1823:UTM  18      -  ELMIRA INCINERATOR PLANT                 090 00 12.8
 NB1823
 NB1823|---------------------------------------------------------------------|
 NB1823| PID    Reference Object                     Distance      Geod. Az  |
 NB1823|                                                           dddmmss.s |
 NB1823| NB1822 ELMIRA INCINERATOR PLANT            APPROX. 6.1 KM 0884456.1 |
 NB1823| NB1818 ELMIRA POWER PLANT NORTH STACK      APPROX. 6.9 KM 1061450.6 |
 NB1823| CZ8372 HAWLEY AZ MK                                       1061628.9 |
 NB1823| NB1824 WENY RADIO MAST                     APPROX. 8.3 KM 1145737.5 |
 NB1823| NB1821 ELMIRA LAFRANCE FOAMITE CO STK      APPROX. 6.7 KM 1174039.1 |
 NB1823| CZ8373 HAWLEY RM 1                          43.610 METERS 19706     |
 NB1823| CZ8374 HAWLEY RM 2                          40.345 METERS 27338     |
 NB1823|---------------------------------------------------------------------|
 NB1823
 NB1823                          SUPERSEDED SURVEY CONTROL
 NB1823
 NB1823  NAD 83(1986)-  42 06 22.99810(N)    076 52 14.88629(W) AD(       ) 2
 NB1823  NAD 27      -  42 06 22.73400(N)    076 52 16.03500(W) AD(       ) 2
 NB1823
 NB1823.Superseded values are not recommended for survey control.
 NB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1823.See file dsdata.txt to determine how the superseded data were derived.
 NB1823
 NB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4532063282(NAD 83)
 NB1823_MARKER: V = STONE MONUMENT
 NB1823_SETTING: 0 = UNSPECIFIED SETTING
 NB1823
 NB1823  HISTORY     - Date     Condition        Report By
 NB1823  HISTORY     - 1939     MONUMENTED       CGS
 NB1823  HISTORY     - 1957     GOOD             CGS
 NB1823  HISTORY     - 1957     GOOD             CGS
 NB1823  HISTORY     - 1962     GOOD             CGS
 NB1823  HISTORY     - 1965     GOOD             CGS
 NB1823  HISTORY     - 1968     GOOD             SELLS
 NB1823  HISTORY     - 1975     GOOD             LOCENG
 NB1823  HISTORY     - 1979     GOOD             NGS
 NB1823  HISTORY     - 1984     GOOD             USPSQD
 NB1823  HISTORY     - 1984     GOOD             USPSQD
 NB1823  HISTORY     - 1984     GOOD             USPSQD
 NB1823  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 NB1823  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1823
 NB1823                          STATION DESCRIPTION
 NB1823
 NB1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1823'STATION HAWLEY (N.Y.S.S. NO. 426) IS LOCATED IN CHEMUNG COUNTY, IN
 NB1823'BIG FLATS TOWNSHIP.  IT IS ON A HILL ABOUT 3-1/2 MILES AIR LINE
 NB1823'WEST-NORTHWEST OF THE CENTER OF ELMIRA AND 1.0 MILE NORTH OF THE
 NB1823'CHEMUNG RIVER.  IT IS ON THE PROPERTY OF MR. O.E. BOYD.
 NB1823'
 NB1823'THE STATION IS A STONE POST, 6 INCHES SQUARE AND PROJECTING
 NB1823'ABOUT 6 INCHES ABOVE THE GROUND.  N.Y.S.S. NO.426 IS INSCRIBED
 NB1823'ON THE SIDES OF THE STONE.  THE AZIMUTH MARK AND REFERENCE
 NB1823'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NB1823'
 NB1823'TO REACH THE STATION FROM THE INTERSECTION OF WEST CHURCH
 NB1823'STREET AND HOFFMAN STREET (ROUTES NO.13 AND NO.17C) IN ELMIRA, GO
 NB1823'NORTH ON HOFFMAN STREET FOR 1.45 MILE TO THE CITY LIMITS SIGN AND
 NB1823'A 6-POINT STREET INTERSECTION (WEST HILL STREET, HOFFMAN STREET,
 NB1823'BANCROFT ROAD AND HILLCREST ROAD).  GO WEST ON HILLCREST ROAD FOR
 NB1823'1.7 MILE TO THE END.  TURN RIGHT AND GO 100 YARDS TO A BARN ON
 NB1823'THE LEFT.  TURN LEFT THROUGH A POLE GATE IN A LANE AND GO WEST
 NB1823'0.25 MILE TO THE TOP THE HILL.  FROM THE TOP OF THE HILL BEAR
 NB1823'NORTHEAST TO THE STATION ABOUT 200 YARDS.  IT IS ABOUT 20 PACES
 NB1823'WEST OF A NORTH-SOUTH FENCE AND 30 PACES NORTHEAST FROM WHERE THE
 NB1823'HILL BREAKS OVER TO THE SOUTHWEST.
 NB1823'
 NB1823'A POST, PAINTED WHITE, WITH U.S. TRIANGULATION STAMPED ON IT,
 NB1823'WAS SET AT THE STATION.  IT IS 4 INCHES SQUARE AND 5 FEET
 NB1823'LONG.  PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 NB1823'
 NB1823'STATION MATHEWS (N.Y.S.S. NO.426), TALARICO AND MABY (N.Y.S.S.) AND
 NB1823'WIHN ARE VISIBLE FROM THE GROUND.  STATION ELMIRA COLLEGE IS VISIBLE
 NB1823'FROM A POINT 65 FEET ABOVE THE GROUND.
 NB1823'
 NB1823'BOTH REFERENCE MARKS ARE IN AN OPEN FIELD, REFERENCE MARK NO.1
 NB1823'IS AT APPROXIMATELY THE SAME ELEVATION AS THE SURFACE
 NB1823'MARK.  REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE
 NB1823'SURFACE MARK.
 NB1823'
 NB1823'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 NB1823
 NB1823                          STATION RECOVERY (1957)
 NB1823
 NB1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NB1823'LETTER OF LORENZI, DODDS AND GUNNHILL, REGISTERED ENGINEERS,
 NB1823'PITTSBURG, PENNSYLVANIA, DATED 3 JUNE, 1957.
 NB1823'
 NB1823'STATION RECOVERED.  REVISE DESCRIPTION AS FOLLOWS--
 NB1823'
 NB1823'GO W ON HILLCREST ROAD FOR 1.7 MI. TO THE END.  TURN RIGHT ON
 NB1823'COLEMAN ROAD AND GO 0.2 MI. TO DRIVE ON THE LEFT.  TURN LEFT
 NB1823'AND FOLLOW DRIVE TO THE TOP OF THE HILL.
 NB1823'
 NB1823'REFERENCE MARK 1 IS AT THE END OF THE DRIVE, AND 26 FT. S OF
 NB1823'THE SE CORNER OF A ONE-STORY CONCRETE BLOCK TELEVISION
 NB1823'STATION.  STATION MARK IS N OF THE NE CORNER OF THE
 NB1823'BUILDING.  MARKER POST IS GONE.  REFERENCE MARKS ARE STILL
 NB1823'VISIBLE FROM THE STATION MARK, BUT THE BUILDING OBSTRUCTS THE
 NB1823'VIEW FROM THE STATION MARK SW FOR INSTRUMENT AT GROUND
 NB1823'LEVEL.  MABY AND HAWLEY ARE INTERVISIBLE FOR INSTRUMENTS AT
 NB1823'GROUND LEVEL.
 NB1823
 NB1823                          STATION RECOVERY (1957)
 NB1823
 NB1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NB1823'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 NB1823'RECOVERED IN GOOD CONDITION.  THE STATION IS ON THE SAME HILL
 NB1823'AS THE TV STATION WSYE.  THE DIRECTIONS FOR REACHING THE
 NB1823'STATION ARE ADEQUATE TO THE END OF HILLCREST ROAD.  FROM THERE
 NB1823'A ROAD LEADS DIRECTLY TO THE STATION.
 NB1823'
 NB1823'THE DESCRIPTION IS ADEQUATE WITH THE ADDITIONS NOTED.
 NB1823
 NB1823                          STATION RECOVERY (1962)
 NB1823
 NB1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ETO)
 NB1823'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 NB1823'FOUND TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS NOT VISITED AT
 NB1823'THIS TIME.  ORIGINAL DESCRIPTION AND SUPPLEMENT THERETO IS
 NB1823'ADEQUATE.
 NB1823
 NB1823                          STATION RECOVERY (1965)
 NB1823
 NB1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CG)
 NB1823'STATION WAS RECOVERED IN GOOD CONDITION.  THE CHISELED X IS
 NB1823'WEATHERED.
 NB1823
 NB1823                          STATION RECOVERY (1968)
 NB1823
 NB1823'RECOVERY NOTE BY SELLS INC CONS ENG 1968
 NB1823'STATION WAS RECOVERED IN GOOD CONDITION.  (MARKER OR WITNESS POST IS
 NB1823'MISSING.)
 NB1823
 NB1823                          STATION RECOVERY (1975)
 NB1823
 NB1823'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NB1823'STATION WAS RECOVERED IN GOOD CONDITION.
 NB1823
 NB1823                          STATION RECOVERY (1979)
 NB1823
 NB1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD)
 NB1823'RECOVERED IN FAIR CONDITION AS DESCRIBED.  THE MARK IS A CHISLED
 NB1823'CROSS IN A GRANITE POST BEHIND THE BROADCATING OFFICES OF WENY
 NB1823'TV AND MAY NOT REMAIN UNDISTURBED FOR LONG.
 NB1823'
 NB1823'THE AZIMUTH MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 NB1823'THE RMS ARE NOT VISIBLE FROM THE STATION AT GROUND LEVEL DUE TO
 NB1823'THE TV BUILDING.
 NB1823'
 NB1823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI WNW
 NB1823'OF CENTER OF ELMIRA.
 NB1823
 NB1823                          STATION RECOVERY (1984)
 NB1823
 NB1823'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHS)
 NB1823'CROSS ON TOP, NY 426 ON SIDE FOUND GOOD, CROSS IS WEATHERED.
 NB1823'
 NB1823'RM NO. 1 HAWLEY NO. 1 1939 FOUND POOR, NORTHEAST THIRD OF BRONZE DISK
 NB1823'HAS BEEN HIT BY SNOWPLOW AND IS MISSING.  CENTER OF DISK AND ARROW
 NB1823'SEEM NOT TO HAVE BEEN DISTURBED.
 NB1823'
 NB1823'RM NO. 2 HAWLEY NO. 2 1939 FOUND GOOD.
 NB1823'
 NB1823'AZIMUTH MARK FOUND GOOD (NOTE--NOT RECOVERED IN 1962, 1965 1968 OR
 NB1823'1975).
 NB1823'
 NB1823'THE STATION MARK IS LOCATED 41 FEET NORTH OF THE NORTHEAST CORNER OF
 NB1823'THE TELEVISION BUILDING.
 NB1823'
 NB1823'TOWER TRANSMITS WETM AND WENY (RATHER THAN WSYE).  STATION PROJECTS 6
 NB1823'INCHES.  6 INCH SQUARE.
 NB1823'
 NB1823'RM NO. 1 IS A 6 INCH SQUARE POST PROJECTING 3 INCHES.
 NB1823'
 NB1823'RM NO. 2 IS A 6 INCH SQUARE POST PROJECTING 5 INCHES.
 NB1823'
 NB1823'HAWLEY AZIMUTH MARK--
 NB1823'
 NB1823'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF
 NB1823'A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS LOCATED
 NB1823'ON THE SOUTH SIDE OF HILLCREST ROAD, 19 FEET FROM THE CENTERLINE OF
 NB1823'THE ROAD, 11 FEET FROM A SPLIT RAIL WOODEN FENCE, 9 FEET NORTHWEST
 NB1823'OF A 14 INCH DIAMETER PINE TREE, 1-1/2 FEET WEST OF A STEEL
 NB1823'HIGHWAY HILL SIGNPOST, AND 37 FEET EAST OF UTILITY POLE NO.
 NB1823'307-42.  IT WAS NOT REPORTED TO HAVE BEEN RECOVERED IN RECOVERY
 NB1823'NOTES DATED 1962, 1965, 1968 NOR 1975.
 NB1823
 NB1823                          STATION RECOVERY (1984)
 NB1823
 NB1823'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 NB1823'X N.Y.S.S. 426 FOUND GOOD.
 NB1823'
 NB1823'RM 1 FOUND POOR.
 NB1823'
 NB1823'RM 2 FOUND GOOD.
 NB1823'
 NB1823'AZ FOUND GOOD.
 NB1823
 NB1823                          STATION RECOVERY (1984)
 NB1823
 NB1823'RECOVERY NOTE BY US POWER SQUADRON 1984 (SAC)
 NB1823'NYSS NO 426 FOUND GOOD.
 NB1823'
 NB1823'HAWLEY RM 1 1939 FOUND POOR (HALF OF DISK MISSING).
 NB1823'
 NB1823'HAWLEY RM 2 1939 FOUND GOOD.
 NB1823'
 NB1823'HAWLEY 1939 AZIMUTH FOUND GOOD.
 NB1823'
 NB1823'(AZIMUTH MARK SET ON 12 INCHES SQUARE CONCRETE APPROX 6 INCHES ABOVE
 NB1823'GROUND APPROX 18 FEET-3 FEET FROM CENTER OF RD 36.6 FEET FROM CENTER
 NB1823'OF N Y S E AND C POLE NO. 307/42 NYT 140.  1.4 FT FROM RD SIGN
 NB1823'MARKED HILL 9.2 FT NW OF A 18 INCH PINE TREE).
 NB1823
 NB1823                          STATION RECOVERY (1989)
 NB1823
 NB1823'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (ATL)
 NB1823'MARK NOT FOUND.
 NB1823
 NB1823                          STATION RECOVERY (1990)
 NB1823
 NB1823'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLD)
 NB1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0486 ***********************************************************************
 KV0486  DESIGNATION -  43 USE
 KV0486  PID         -  KV0486
 KV0486  STATE/COUNTY-  NY/RICHMOND
 KV0486  USGS QUAD   -  THE NARROWS (1981)
 KV0486
 KV0486                         *CURRENT SURVEY CONTROL
 KV0486  ___________________________________________________________________
 KV0486* NAD 83(1986)-  40 34 30.     (N)    074 07 15.     (W)     SCALED    
 KV0486* NAVD 88     -        18.098  (meters)      59.38   (feet)  ADJUSTED  
 KV0486  ___________________________________________________________________
 KV0486  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0486  DYNAMIC HT  -          18.091 (meters)      59.35  (feet)  COMP
 KV0486  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 KV0486
 KV0486  VERT ORDER  -  FIRST     CLASS II
 KV0486
 KV0486.The horizontal coordinates were scaled from a topographic map and have
 KV0486.an estimated accuracy of +/- 6 seconds.
 KV0486
 KV0486.The orthometric height was determined by differential leveling
 KV0486.and adjusted by the National Geodetic Survey in June 1991..
 KV0486
 KV0486.The geoid height was determined by GEOID03.
 KV0486
 KV0486.The dynamic height is computed by dividing the NAVD 88
 KV0486.geopotential number by the normal gravity value computed on the
 KV0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0486.degrees latitude (g = 980.6199 gals.).
 KV0486
 KV0486.The modeled gravity was interpolated from observed gravity values.
 KV0486
 KV0486;                    North         East    Units  Estimated Accuracy
 KV0486;SPC NY L     -    45,350.      289,770.      MT  (+/- 180 meters Scaled)
 KV0486
 KV0486                          SUPERSEDED SURVEY CONTROL
 KV0486
 KV0486  NGVD 29 (04/16/92)   18.429  (m)           60.46   (f) ADJUSTED    1 2
 KV0486
 KV0486.Superseded values are not recommended for survey control.
 KV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0486.See file dsdata.txt to determine how the superseded data were derived.
 KV0486
 KV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK744919(NAD 83)
 KV0486_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0486+STABILITY: SURFACE MOTION
 KV0486
 KV0486  HISTORY     - Date     Condition        Report By
 KV0486  HISTORY     - 1952     MONUMENTED       DOD
 KV0486  HISTORY     - 1952     GOOD             CGS
 KV0486
 KV0486                          STATION DESCRIPTION
 KV0486
 KV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0486'AT STATEN ISLAND.
 KV0486'ON STATEN ISLAND, AT NEW DORP, AT THE JUNCTION OF ROSE AVENUE
 KV0486'AND FIRST STREET, IN EAST ANGLE OF INTERSECTION, 3 1/2 FEET
 KV0486'SOUTHEAST OF SOUTHEAST CURB OF FIRST STREET, 4 FEET NORTHEAST
 KV0486'OF NORTHEAST CURB OF ROSE AVENUE AND IS A 2-INCH DISK SET IN
 KV0486'THE TOP OF A CONCRETE POST ABOUT 8 INCHES BELOW LEVEL OF SIDE
 KV0486'WALK AND UNDER A MANHOLE COVER MARKED CITY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0514 ***********************************************************************
 OF0514  DESIGNATION -  430 USGS
 OF0514  PID         -  OF0514
 OF0514  STATE/COUNTY-  NY/CAYUGA
 OF0514  USGS QUAD   -  CATO (1976)
 OF0514
 OF0514                         *CURRENT SURVEY CONTROL
 OF0514  ___________________________________________________________________
 OF0514* NAD 83(1986)-  43 13 11.     (N)    076 35 54.     (W)     SCALED    
 OF0514* NAVD 88     -       131.226  (meters)     430.53   (feet)  ADJUSTED  
 OF0514  ___________________________________________________________________
 OF0514  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OF0514  DYNAMIC HT  -         131.196 (meters)     430.43  (feet)  COMP
 OF0514  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 OF0514
 OF0514  VERT ORDER  -  FIRST     CLASS II
 OF0514
 OF0514.The horizontal coordinates were scaled from a topographic map and have
 OF0514.an estimated accuracy of +/- 6 seconds.
 OF0514
 OF0514.The orthometric height was determined by differential leveling
 OF0514.and adjusted by the National Geodetic Survey in June 1991..
 OF0514
 OF0514.The geoid height was determined by GEOID03.
 OF0514
 OF0514.The dynamic height is computed by dividing the NAVD 88
 OF0514.geopotential number by the normal gravity value computed on the
 OF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0514.degrees latitude (g = 980.6199 gals.).
 OF0514
 OF0514.The modeled gravity was interpolated from observed gravity values.
 OF0514
 OF0514;                    North         East    Units  Estimated Accuracy
 OF0514;SPC NY C     -   357,580.      248,780.      MT  (+/- 180 meters Scaled)
 OF0514
 OF0514                          SUPERSEDED SURVEY CONTROL
 OF0514
 OF0514  NGVD 29 (??/??/92)  131.409  (m)          431.13   (f) ADJ UNCH    1 2
 OF0514
 OF0514.Superseded values are not recommended for survey control.
 OF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0514.See file dsdata.txt to determine how the superseded data were derived.
 OF0514
 OF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN701864(NAD 83)
 OF0514_MARKER: DD = SURVEY DISK
 OF0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0514_SP_SET: BUILDING
 OF0514_STAMPING: 430 OSWEGO
 OF0514_MARK LOGO: USGS  
 OF0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0514
 OF0514  HISTORY     - Date     Condition        Report By
 OF0514  HISTORY     - UNK      MONUMENTED       USGS
 OF0514  HISTORY     - 1942     GOOD             NGS
 OF0514  HISTORY     - 1982     GOOD             NGS
 OF0514  HISTORY     - 19870401 GOOD             USPSQD
 OF0514
 OF0514                          STATION DESCRIPTION
 OF0514
 OF0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0514'AT IRA STATION.
 OF0514'TO REACH FROM THE LEHIGH VALLEY RAILROAD STATION, PROCEED ABOUT 700.0
 OF0514'FEET SOUTHWEST TO A TWO STORY BRICK FARM HOUSE AND SITE OF BENCH
 OF0514'MARK.
 OF0514'BENCH MARK IS SET VERTICALLY IN BASEMENT COPING, AT THE NORTHEAST
 OF0514'CORNER OF BUILDING. IT IS 90.0 FEET WEST OF THE CENTER LINE OF DIRT
 OF0514'ROAD AND 2.0 FEET ABOVE GROUND. A STANDARD U.S. GEOLOGICAL DISK SET
 OF0514'VERTICALLY IN DRILL HOLE.
 OF0514
 OF0514                          STATION RECOVERY (1982)
 OF0514
 OF0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0514'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.
 OF0514'IN IRA CORNERS, ALONG WATKINS ROAD, SET VERTICALLY AT THE
 OF0514'NORTHEAST CORNER OF HOUSE NUMBER 12461 (TWO-STORY BRICK),
 OF0514'27.54 METERS (91.0 FT) WEST OF THE CENTER OF WATKINS ROAD,
 OF0514'0.55 METER (1.8 FT) SOUTH OF THE NORTHEAST CORNER OF THE HOUSE.
 OF0514'THE MARK IS 0.7 M ABOVE GROUND.
 OF0514
 OF0514                          STATION RECOVERY (1987)
 OF0514
 OF0514'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 OF0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1470 ***********************************************************************
 OF1470  DESIGNATION -  4300 MCGS 1971
 OF1470  PID         -  OF1470
 OF1470  STATE/COUNTY-  NY/MONROE
 OF1470  USGS QUAD   -  FAIRPORT (1978)
 OF1470
 OF1470                         *CURRENT SURVEY CONTROL
 OF1470  ___________________________________________________________________
 OF1470* NAD 83(1996)-  43 07 11.16903(N)    077 29 55.96033(W)     ADJUSTED  
 OF1470* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 OF1470  ___________________________________________________________________
 OF1470  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 OF1470  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OF1470
 OF1470  HORZ ORDER  -  SECOND
 OF1470
 OF1470.The horizontal coordinates were established by classical geodetic methods
 OF1470.and adjusted by the National Geodetic Survey in January 1999..
 OF1470
 OF1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1470
 OF1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1470
 OF1470.The geoid height was determined by GEOID03.
 OF1470
 OF1470;                    North         East     Units Scale Factor Converg.
 OF1470;SPC NY W     -   347,045.720   438,250.441   MT  1.00003327   +0 44 28.7
 OF1470;SPC NY W     - 1,138,599.17  1,437,826.66   sFT  1.00003327   +0 44 28.7
 OF1470;UTM  18      - 4,777,146.207   296,712.305   MT  1.00010840   -1 42 31.1
 OF1470
 OF1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1470!SPC NY W     -   0.99998560  x   1.00003327  =   1.00001887
 OF1470!UTM  18      -   0.99998560  x   1.00010840  =   1.00009399
 OF1470
 OF1470:                Primary Azimuth Mark                     Grid Az
 OF1470:SPC NY W     -  4301 MCGS 1971                           286 28 41.5
 OF1470:UTM  18      -  4301 MCGS 1971                           288 55 41.3
 OF1470
 OF1470|---------------------------------------------------------------------|
 OF1470| PID    Reference Object                     Distance      Geod. Az  |
 OF1470|                                                           dddmmss.s |
 OF1470| OF2048 4301 MCGS 1971                      APPROX. 0.6 KM 2871310.2 |
 OF1470|---------------------------------------------------------------------|
 OF1470
 OF1470                          SUPERSEDED SURVEY CONTROL
 OF1470
 OF1470  NAD 83(1986)-  43 07 11.17738(N)    077 29 55.95860(W) AD(       ) 2
 OF1470  NAD 27      -  43 07 10.95184(N)    077 29 56.97091(W) AD(       ) 2
 OF1470  NGVD 29 (07/19/86)  127.5    (m)          418.     (f) VERT ANG       
 OF1470
 OF1470.Superseded values are not recommended for survey control.
 OF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1470.See file dsdata.txt to determine how the superseded data were derived.
 OF1470
 OF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9671277146(NAD 83)
 OF1470_MARKER: DD = SURVEY DISK
 OF1470_SETTING: 0 = UNSPECIFIED SETTING
 OF1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1470+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1470
 OF1470  HISTORY     - Date     Condition        Report By
 OF1470  HISTORY     - 1971     MONUMENTED       NY-055
 OF1470  HISTORY     - 19950515 GOOD             USPSQD
 OF1470  HISTORY     - 20050507 GOOD             USPSQD
 OF1470
 OF1470                          STATION DESCRIPTION
 OF1470
 OF1470'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1470'IN PITTSFORD ON S. SIDE OF LINDEN AVENUE 0.6 MI. W. OF
 OF1470'WASHINGTON ST., ON THE W. RANGELINE OF AIR SEAL CO. BLDG.
 OF1470'
 OF1470'35.3 FT S.E. OF UTILITY POLE RTC 27-1/2
 OF1470'
 OF1470'75.3 FT S.E. OF UTILITY POLE RG AND E 76
 OF1470'
 OF1470'43.4 FT S.E. OF UTILITY POLE RG AND E 77A, RTC 27
 OF1470'
 OF1470'40.7 FT S.E. OF HYDT. ON N. SIDE OF ROAD
 OF1470'
 OF1470'15.9 FT S. OF CENTERLINE LINDEN AVENUE
 OF1470'
 OF1470'2.7 FT W. OF UTILITY POLE RG AND E 77
 OF1470'
 OF1470'MON. IS A MONROE COUNTY STANDARD DISK SET IN A POURED-IN-PLACE
 OF1470'CONCRETE COLUMN, 0.4 FT BELOW GRADE.
 OF1470
 OF1470                          STATION RECOVERY (1995)
 OF1470
 OF1470'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1470'RECOVERED IN GOOD CONDITION.
 OF1470
 OF1470                          STATION RECOVERY (2005)
 OF1470
 OF1470'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1470'AIR SEAL CO BLDG. NO LONGER THERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2048 ***********************************************************************
 OF2048  DESIGNATION -  4301 MCGS 1971
 OF2048  PID         -  OF2048
 OF2048  STATE/COUNTY-  NY/MONROE
 OF2048  USGS QUAD   -  PITTSFORD (1978)
 OF2048
 OF2048                         *CURRENT SURVEY CONTROL
 OF2048  ___________________________________________________________________
 OF2048* NAD 83(1996)-  43 07 16.82503(N)    077 30 20.87680(W)     ADJUSTED  
 OF2048* NAVD 88     -       128.1    (meters)     420.     (feet)  VERTCON   
 OF2048  ___________________________________________________________________
 OF2048  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 OF2048  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF2048
 OF2048  HORZ ORDER  -  SECOND
 OF2048
 OF2048.The horizontal coordinates were established by classical geodetic methods
 OF2048.and adjusted by the National Geodetic Survey in January 1999..
 OF2048
 OF2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2048
 OF2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2048
 OF2048.The geoid height was determined by GEOID03.
 OF2048
 OF2048;                    North         East     Units Scale Factor Converg.
 OF2048;SPC NY W     -   347,212.989   437,684.958   MT  1.00003205   +0 44 11.7
 OF2048;SPC NY W     - 1,139,147.95  1,435,971.40   sFT  1.00003205   +0 44 11.7
 OF2048;UTM  18      - 4,777,337.511   296,154.447   MT  1.00011120   -1 42 48.3
 OF2048
 OF2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2048!SPC NY W     -   0.99998547  x   1.00003205  =   1.00001752
 OF2048!UTM  18      -   0.99998547  x   1.00011120  =   1.00009667
 OF2048
 OF2048:                Primary Azimuth Mark                     Grid Az
 OF2048:SPC NY W     -  MONDAY                                   253 38 47.7
 OF2048:UTM  18      -  MONDAY                                   256 05 47.7
 OF2048
 OF2048|---------------------------------------------------------------------|
 OF2048| PID    Reference Object                     Distance      Geod. Az  |
 OF2048|                                                           dddmmss.s |
 OF2048| OF2043 MONDAY                              430.356 METERS 2542259.4 |
 OF2048| OF2049 MONDAY AZ MK                        490.872 METERS 3043335.2 |
 OF2048|---------------------------------------------------------------------|
 OF2048
 OF2048                          SUPERSEDED SURVEY CONTROL
 OF2048
 OF2048  NAD 83(1986)-  43 07 16.83336(N)    077 30 20.87510(W) AD(       ) 2
 OF2048  NAD 27      -  43 07 16.60782(N)    077 30 21.88657(W) AD(       ) 2
 OF2048  NGVD 29 (07/19/86)  128.3    (m)          421.     (f) VERT ANG       
 OF2048
 OF2048.Superseded values are not recommended for survey control.
 OF2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2048.See file dsdata.txt to determine how the superseded data were derived.
 OF2048
 OF2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9615477338(NAD 83)
 OF2048_MARKER: DD = SURVEY DISK
 OF2048_SETTING: 0 = UNSPECIFIED SETTING
 OF2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2048
 OF2048  HISTORY     - Date     Condition        Report By
 OF2048  HISTORY     - 1970     MONUMENTED       NY-055
 OF2048  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF2048
 OF2048                          STATION DESCRIPTION
 OF2048
 OF2048'DESCRIBED BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF2048'IN TOWN OF PITTSFORD ON LINDEN AVENUE, 0.9 MILES WEST OF
 OF2048'WASHINGTON STREET, ACROSS FROM ENTRANCE TO B.R. DE WITT,
 OF2048'INC., AND IN FRONT OF VOPLEX CORPORATION BUILDING 617.
 OF2048'
 OF2048'12.4 FT. SOUTH OF CENTERLINE OF LINDEN AVENUE
 OF2048'
 OF2048'38.6 FT. SOUTHEAST OF RTC POLE 43
 OF2048'
 OF2048'39.2 FT. SOUTHEAST OF POLE 61A
 OF2048'
 OF2048'36.7 FT. NORTHEAST OF CORNER OF CHAIN LINK FENCE ON WEST SIDE
 OF2048'OF DRIVEWAY TO VOPLEX CORPORATION
 OF2048'
 OF2048'72.0 FT. NORTHEAST OF WEST CORNER OF VOLPEX CORPORATION
 OF2048'
 OF2048'64.6 FT. NORTHWEST OF MIDDLE CORNER OF VOLPEX CORPORATION
 OF2048'
 OF2048'13.8 FT. NORTHWEST OF RG AND E POLE 61
 OF2048'
 OF2048'8.0 FT. NORTH OF MONROE COUNTY WITNESS POST.
 OF2048'
 OF2048'MONUMENT IS A MONROE COUNTY STANDARD DISK SET IN A CONCRETE
 OF2048'POST WITH A CAST-IRON FRAME AND COVER.
 OF2048
 OF2048                          STATION RECOVERY (1995)
 OF2048
 OF2048'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2077 ***********************************************************************
 OF2077  DESIGNATION -  4302
 OF2077  PID         -  OF2077
 OF2077  STATE/COUNTY-  NY/MONROE
 OF2077  USGS QUAD   -  PITTSFORD (1978)
 OF2077
 OF2077                         *CURRENT SURVEY CONTROL
 OF2077  ___________________________________________________________________
 OF2077* NAD 83(1996)-  43 04 07.51028(N)    077 33 08.59902(W)     ADJUSTED  
 OF2077* NAVD 88     -       188.5    (meters)     618.     (feet)  VERTCON   
 OF2077  ___________________________________________________________________
 OF2077  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OF2077  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2077
 OF2077  HORZ ORDER  -  SECOND
 OF2077
 OF2077.The horizontal coordinates were established by classical geodetic methods
 OF2077.and adjusted by the National Geodetic Survey in January 1999..
 OF2077
 OF2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2077
 OF2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2077
 OF2077.The geoid height was determined by GEOID03.
 OF2077
 OF2077;                    North         East     Units Scale Factor Converg.
 OF2077;SPC NY W     -   341,323.422   433,965.506   MT  1.00002420   +0 42 14.6
 OF2077;SPC NY W     - 1,119,825.26  1,423,768.50   sFT  1.00002420   +0 42 14.6
 OF2077;UTM  18      - 4,771,611.710   292,186.379   MT  1.00013130   -1 44 36.9
 OF2077
 OF2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2077!SPC NY W     -   0.99997597  x   1.00002420  =   1.00000017
 OF2077!UTM  18      -   0.99997597  x   1.00013130  =   1.00010727
 OF2077
 OF2077|---------------------------------------------------------------------|
 OF2077| PID    Reference Object                     Distance      Geod. Az  |
 OF2077|                                                           dddmmss.s |
 OF2077| OF2076 4303                                270.718 METERS 09149     |
 OF2077| OF2078 055 4                               APPROX. 0.6 KM 2695028.1 |
 OF2077|---------------------------------------------------------------------|
 OF2077
 OF2077                          SUPERSEDED SURVEY CONTROL
 OF2077
 OF2077  NAD 83(1986)-  43 04 07.51830(N)    077 33 08.59688(W) AD(       ) 2
 OF2077  NAD 27      -  43 04 07.29244(N)    077 33 09.60359(W) AD(       ) 2
 OF2077  NGVD 29 (07/19/86)  188.7    (m)          619.     (f) VERT ANG       
 OF2077
 OF2077.Superseded values are not recommended for survey control.
 OF2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2077.See file dsdata.txt to determine how the superseded data were derived.
 OF2077
 OF2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9218671612(NAD 83)
 OF2077_MARKER: DD = SURVEY DISK
 OF2077_SETTING: 0 = UNSPECIFIED SETTING
 OF2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2077
 OF2077  HISTORY     - Date     Condition        Report By
 OF2077  HISTORY     - 1973     MONUMENTED       NY-055
 OF2077  HISTORY     - 19950324 GOOD             USPSQD
 OF2077  HISTORY     - 20020120 GOOD             USPSQD
 OF2077
 OF2077                          STATION DESCRIPTION
 OF2077
 OF2077'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2077'IN THE TOWN PITTSFORD ON CALKINS ROAD., 0.82 MI. E. OF
 OF2077'PITTSFORD-HENRIETTA T.L. RD. AND 0.18 MI W OF CLOVER ST.
 OF2077'
 OF2077'18.4 FT S OF CL CALKINS ROAD
 OF2077'
 OF2077'30.3 E OF UTILITY POLE RTC 27
 OF2077'
 OF2077'1.0 FT N OF M.C. WITNESS SIGN
 OF2077'
 OF2077'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4302
 OF2077'IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 OF2077
 OF2077                          STATION RECOVERY (1995)
 OF2077
 OF2077'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2077'RECOVERED IN GOOD CONDITION.
 OF2077
 OF2077                          STATION RECOVERY (2002)
 OF2077
 OF2077'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1156 ***********************************************************************
 KU1156  DESIGNATION -  4302 BOB
 KU1156  PID         -  KU1156
 KU1156  STATE/COUNTY-  NY/BRONX
 KU1156  USGS QUAD   -  MOUNT VERNON (1979)
 KU1156
 KU1156                         *CURRENT SURVEY CONTROL
 KU1156  ___________________________________________________________________
 KU1156* NAD 83(1986)-  40 52 47.     (N)    073 50 15.     (W)     SCALED    
 KU1156* NAVD 88     -        16.850  (meters)      55.28   (feet)  ADJUSTED  
 KU1156  ___________________________________________________________________
 KU1156  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU1156  DYNAMIC HT  -          16.844 (meters)      55.26  (feet)  COMP
 KU1156  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 KU1156
 KU1156  VERT ORDER  -  FIRST     CLASS II
 KU1156
 KU1156.The horizontal coordinates were scaled from a topographic map and have
 KU1156.an estimated accuracy of +/- 6 seconds.
 KU1156
 KU1156.The orthometric height was determined by differential leveling
 KU1156.and adjusted by the National Geodetic Survey in June 1991..
 KU1156
 KU1156.The geoid height was determined by GEOID03.
 KU1156
 KU1156.The dynamic height is computed by dividing the NAVD 88
 KU1156.geopotential number by the normal gravity value computed on the
 KU1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1156.degrees latitude (g = 980.6199 gals.).
 KU1156
 KU1156.The modeled gravity was interpolated from observed gravity values.
 KU1156
 KU1156;                    North         East    Units  Estimated Accuracy
 KU1156;SPC NY E     -   227,400.      205,840.      MT  (+/- 180 meters Scaled)
 KU1156
 KU1156                          SUPERSEDED SURVEY CONTROL
 KU1156
 KU1156  NGVD 29 (??/??/92)   17.15   (m)           56.3    (f) COMPUTED    1 2
 KU1156
 KU1156.Superseded values are not recommended for survey control.
 KU1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1156.See file dsdata.txt to determine how the superseded data were derived.
 KU1156
 KU1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL979260(NAD 83)
 KU1156_MARKER: Q = CHISELED SQUARE
 KU1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1156_SP_SET: DOOR SILL
 KU1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1156+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 KU1156
 KU1156  HISTORY     - Date     Condition        Report By
 KU1156  HISTORY     - UNK      MONUMENTED       NY4170
 KU1156  HISTORY     - 1952     GOOD             NGS
 KU1156  HISTORY     - 20060418 GOOD             GEOCAC
 KU1156
 KU1156                          STATION DESCRIPTION
 KU1156
 KU1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1156'AT NEW YORK.
 KU1156'AT NEW YORK, IN BOROUGH OF BRONX, AT BAYCHESTER, ABOUT 0.1 MILE
 KU1156'SOUTH ALONG BAYCHESTER AVENUE FROM INTERSECTION OF BOSTON ROAD,
 KU1156'21 FEET WEST OF WEST CURB OF BAYCHESTER AVENUE, A 1 1/4-INCH
 KU1156'OUTLINED SQUARE IN TOP OF THE SOUTH END OF CONCRETE DOOR SILL OF
 KU1156'MAIN ENTRANCE TO BAYCHESTER STATION OF NEW YORK CITY TRANSIT
 KU1156'SYSTEM, AT EAST EDGE OF SILL AND 3 INCHES NORTH OF SOUTH END AND
 KU1156'ABOUT LEVEL WITH SIDE WALK.
 KU1156
 KU1156                          STATION RECOVERY (2006)
 KU1156
 KU1156'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1156'FOUND AS DESCRIBED IN GOOD CONDITION.
 KU1156' 
 KU1156'THE CHISELED SQUARE IS GETTING FAINT BUT IT IS STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2076 ***********************************************************************
 OF2076  DESIGNATION -  4303
 OF2076  PID         -  OF2076
 OF2076  STATE/COUNTY-  NY/MONROE
 OF2076  USGS QUAD   -  PITTSFORD (1978)
 OF2076
 OF2076                         *CURRENT SURVEY CONTROL
 OF2076  ___________________________________________________________________
 OF2076* NAD 83(1996)-  43 04 07.23231(N)    077 32 56.63959(W)     ADJUSTED  
 OF2076* NAVD 88     -       179.6    (meters)     589.     (feet)  VERTCON   
 OF2076  ___________________________________________________________________
 OF2076  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OF2076  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2076
 OF2076  HORZ ORDER  -  SECOND
 OF2076
 OF2076.The horizontal coordinates were established by classical geodetic methods
 OF2076.and adjusted by the National Geodetic Survey in January 1999..
 OF2076
 OF2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2076
 OF2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2076
 OF2076.The geoid height was determined by GEOID03.
 OF2076
 OF2076;                    North         East     Units Scale Factor Converg.
 OF2076;SPC NY W     -   341,318.174   434,236.180   MT  1.00002476   +0 42 22.7
 OF2076;SPC NY W     - 1,119,808.04  1,424,656.53   sFT  1.00002476   +0 42 22.7
 OF2076;UTM  18      - 4,771,594.906   292,456.610   MT  1.00012992   -1 44 28.7
 OF2076
 OF2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2076!SPC NY W     -   0.99997736  x   1.00002476  =   1.00000212
 OF2076!UTM  18      -   0.99997736  x   1.00012992  =   1.00010728
 OF2076
 OF2076|---------------------------------------------------------------------|
 OF2076| PID    Reference Object                     Distance      Geod. Az  |
 OF2076|                                                           dddmmss.s |
 OF2076| OF2074 4304                                328.664 METERS 09010     |
 OF2076| OF2077 4302                                270.718 METERS 27149     |
 OF2076|---------------------------------------------------------------------|
 OF2076
 OF2076                          SUPERSEDED SURVEY CONTROL
 OF2076
 OF2076  NAD 83(1986)-  43 04 07.24035(N)    077 32 56.63746(W) AD(       ) 2
 OF2076  NAD 27      -  43 04 07.01446(N)    077 32 57.64463(W) AD(       ) 2
 OF2076  NGVD 29 (07/19/86)  179.8    (m)          590.     (f) VERT ANG       
 OF2076
 OF2076.Superseded values are not recommended for survey control.
 OF2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2076.See file dsdata.txt to determine how the superseded data were derived.
 OF2076
 OF2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9245771595(NAD 83)
 OF2076_MARKER: DD = SURVEY DISK
 OF2076_SETTING: 0 = UNSPECIFIED SETTING
 OF2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2076
 OF2076  HISTORY     - Date     Condition        Report By
 OF2076  HISTORY     - 1973     MONUMENTED       NY-055
 OF2076  HISTORY     - 19950324 GOOD             USPSQD
 OF2076  HISTORY     - 20020120 GOOD             USPSQD
 OF2076
 OF2076                          STATION DESCRIPTION
 OF2076
 OF2076'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2076'IN THE TOWN OF PITTSFORD, AT INTERSECTION OF CALKINS ROAD AND
 OF2076'CLOVER STREET
 OF2076'
 OF2076'36.0 FT S OF CL CALKINS ROAD
 OF2076'
 OF2076'20.0 FT SE OF M.H.
 OF2076'
 OF2076'27.8 FT E OF CL CLOVER STREET
 OF2076'
 OF2076'33.1 FT NE OF POLE WITH UNDERGROUND CABLE XING SIGN
 OF2076'
 OF2076'5.4 FT NW OF M.C. WITNESS SIGN.
 OF2076'
 OF2076'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2076'4303 IN THE TOP OF A CONCRETE POST COVERED 0.9 WITH A CAST IRON
 OF2076'FRAME AND COVER.
 OF2076
 OF2076                          STATION RECOVERY (1995)
 OF2076
 OF2076'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2076'RECOVERED IN GOOD CONDITION.
 OF2076
 OF2076                          STATION RECOVERY (2002)
 OF2076
 OF2076'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2074 ***********************************************************************
 OF2074  DESIGNATION -  4304
 OF2074  PID         -  OF2074
 OF2074  STATE/COUNTY-  NY/MONROE
 OF2074  USGS QUAD   -  PITTSFORD (1978)
 OF2074
 OF2074                         *CURRENT SURVEY CONTROL
 OF2074  ___________________________________________________________________
 OF2074* NAD 83(1996)-  43 04 07.20243(N)    077 32 42.11310(W)     ADJUSTED  
 OF2074* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 OF2074  ___________________________________________________________________
 OF2074  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 OF2074  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2074
 OF2074  HORZ ORDER  -  SECOND
 OF2074
 OF2074.The horizontal coordinates were established by classical geodetic methods
 OF2074.and adjusted by the National Geodetic Survey in January 1999..
 OF2074
 OF2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2074
 OF2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2074
 OF2074.The geoid height was determined by GEOID03.
 OF2074
 OF2074;                    North         East     Units Scale Factor Converg.
 OF2074;SPC NY W     -   341,321.312   434,564.837   MT  1.00002544   +0 42 32.7
 OF2074;SPC NY W     - 1,119,818.34  1,425,734.80   sFT  1.00002544   +0 42 32.7
 OF2074;UTM  18      - 4,771,584.004   292,785.135   MT  1.00012824   -1 44 18.8
 OF2074
 OF2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2074!SPC NY W     -   0.99997762  x   1.00002544  =   1.00000305
 OF2074!UTM  18      -   0.99997762  x   1.00012824  =   1.00010585
 OF2074
 OF2074:                Primary Azimuth Mark                     Grid Az
 OF2074:SPC NY W     -  4305                                     088 26 47.8
 OF2074:UTM  18      -  4305                                     090 53 39.3
 OF2074
 OF2074|---------------------------------------------------------------------|
 OF2074| PID    Reference Object                     Distance      Geod. Az  |
 OF2074|                                                           dddmmss.s |
 OF2074| OF2073 4305                                APPROX. 0.6 KM 0890920.5 |
 OF2074| OF2076 4303                                328.664 METERS 27010     |
 OF2074|---------------------------------------------------------------------|
 OF2074
 OF2074                          SUPERSEDED SURVEY CONTROL
 OF2074
 OF2074  NAD 83(1986)-  43 04 07.21050(N)    077 32 42.11096(W) AD(       ) 2
 OF2074  NAD 27      -  43 04 06.98457(N)    077 32 43.11877(W) AD(       ) 2
 OF2074  NGVD 29 (07/19/86)  178.2    (m)          585.     (f) VERT ANG       
 OF2074
 OF2074.Superseded values are not recommended for survey control.
 OF2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2074.See file dsdata.txt to determine how the superseded data were derived.
 OF2074
 OF2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9278571584(NAD 83)
 OF2074_MARKER: DD = SURVEY DISK
 OF2074_SETTING: 0 = UNSPECIFIED SETTING
 OF2074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2074
 OF2074  HISTORY     - Date     Condition        Report By
 OF2074  HISTORY     - 1973     MONUMENTED       NY-055
 OF2074  HISTORY     - 19950515 GOOD             USPSQD
 OF2074  HISTORY     - 20020120 GOOD             USPSQD
 OF2074
 OF2074                          STATION DESCRIPTION
 OF2074
 OF2074'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2074'IN THE TOWN OF PITTSFORD ON CALKINS ROAD, 0.22 MI E OF CLOVER ST.
 OF2074'AND 0.86 MI. W OF TOBEY ROAD.
 OF2074'
 OF2074'17.2 FT S OF CL CLOVER ST.
 OF2074'
 OF2074'0.8 FT S OF S EDGE OF CONC GUTTER.
 OF2074'
 OF2074'145.0 FT + OR - E OF E RL OF HOUSE 1919
 OF2074'
 OF2074'52.1 FT W OF UTILITY POLE RGE 111 311, RTC 5331
 OF2074'
 OF2074'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2074'4304 IN THE TOP OF A CONCRETE POST COVERED 1.3 FT
 OF2074
 OF2074                          STATION RECOVERY (1995)
 OF2074
 OF2074'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2074'RECOVERED IN GOOD CONDITION.
 OF2074
 OF2074                          STATION RECOVERY (2002)
 OF2074
 OF2074'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2073 ***********************************************************************
 OF2073  DESIGNATION -  4305
 OF2073  PID         -  OF2073
 OF2073  STATE/COUNTY-  NY/MONROE
 OF2073  USGS QUAD   -  PITTSFORD (1978)
 OF2073
 OF2073                         *CURRENT SURVEY CONTROL
 OF2073  ___________________________________________________________________
 OF2073* NAD 83(1996)-  43 04 07.46531(N)    077 32 17.71608(W)     ADJUSTED  
 OF2073* NAVD 88     -       171.9    (meters)     564.     (feet)  VERTCON   
 OF2073  ___________________________________________________________________
 OF2073  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OF2073  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2073
 OF2073  HORZ ORDER  -  SECOND
 OF2073
 OF2073.The horizontal coordinates were established by classical geodetic methods
 OF2073.and adjusted by the National Geodetic Survey in January 1999..
 OF2073
 OF2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2073
 OF2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2073
 OF2073.The geoid height was determined by GEOID03.
 OF2073
 OF2073;                    North         East     Units Scale Factor Converg.
 OF2073;SPC NY W     -   341,336.277   435,116.691   MT  1.00002659   +0 42 49.3
 OF2073;SPC NY W     - 1,119,867.44  1,427,545.34   sFT  1.00002659   +0 42 49.3
 OF2073;UTM  18      - 4,771,575.387   293,337.181   MT  1.00012543   -1 44 02.1
 OF2073
 OF2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2073!SPC NY W     -   0.99997857  x   1.00002659  =   1.00000516
 OF2073!UTM  18      -   0.99997857  x   1.00012543  =   1.00010400
 OF2073
 OF2073:                Primary Azimuth Mark                     Grid Az
 OF2073:SPC NY W     -  125 2 MCGS 1969                          099 13 43.2
 OF2073:UTM  18      -  125 2 MCGS 1969                          101 40 34.6
 OF2073
 OF2073|---------------------------------------------------------------------|
 OF2073| PID    Reference Object                     Distance      Geod. Az  |
 OF2073|                                                           dddmmss.s |
 OF2073| OF2047 125 2 MCGS 1969                     APPROX. 0.8 KM 0995632.5 |
 OF2073|---------------------------------------------------------------------|
 OF2073
 OF2073                          SUPERSEDED SURVEY CONTROL
 OF2073
 OF2073  NAD 83(1986)-  43 04 07.47342(N)    077 32 17.71394(W) AD(       ) 2
 OF2073  NAD 27      -  43 04 07.24742(N)    077 32 18.72277(W) AD(       ) 2
 OF2073  NGVD 29 (07/19/86)  172.1    (m)          565.     (f) VERT ANG       
 OF2073
 OF2073.Superseded values are not recommended for survey control.
 OF2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2073.See file dsdata.txt to determine how the superseded data were derived.
 OF2073
 OF2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9333771575(NAD 83)
 OF2073_MARKER: DD = SURVEY DISK
 OF2073_SETTING: 0 = UNSPECIFIED SETTING
 OF2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2073
 OF2073  HISTORY     - Date     Condition        Report By
 OF2073  HISTORY     - 1973     MONUMENTED       NY-055
 OF2073  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF2073  HISTORY     - 20020120 MARK NOT FOUND   USPSQD
 OF2073
 OF2073                          STATION DESCRIPTION
 OF2073
 OF2073'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2073'IN THE TOWN OF PITTSFORD ON CALKINS ROAD, 0.56 MI. E. OF CLOVER
 OF2073'STREET AND 0.49 W. OF TOBEY ROAD
 OF2073'
 OF2073'15.0 FT N. OF CENTERLINE CALKINS
 OF2073'
 OF2073'5.1 FT N. OF N. EDGE OF PAVEMENT
 OF2073'
 OF2073'117.0 FT + OR - NW OF ROUTE SIGN 253, 4301, 1123
 OF2073'
 OF2073'146.0 FT + OR - NW OF POLE WITH UNDERGROUND CABLE XING SIGN
 OF2073'
 OF2073'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2073'4305 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT WITH A CAST
 OF2073'IRON FRAME AND COVER.
 OF2073
 OF2073                          STATION RECOVERY (1995)
 OF2073
 OF2073'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2073'MARK NOT FOUND.
 OF2073
 OF2073                          STATION RECOVERY (2002)
 OF2073
 OF2073'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2069 ***********************************************************************
 OF2069  DESIGNATION -  4306
 OF2069  PID         -  OF2069
 OF2069  STATE/COUNTY-  NY/MONROE
 OF2069  USGS QUAD   -  PITTSFORD (1978)
 OF2069
 OF2069                         *CURRENT SURVEY CONTROL
 OF2069  ___________________________________________________________________
 OF2069* NAD 83(1996)-  43 04 07.01342(N)    077 31 44.92847(W)     ADJUSTED  
 OF2069* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 OF2069  ___________________________________________________________________
 OF2069  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 OF2069  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2069
 OF2069  HORZ ORDER  -  SECOND
 OF2069
 OF2069.The horizontal coordinates were established by classical geodetic methods
 OF2069.and adjusted by the National Geodetic Survey in January 1999..
 OF2069
 OF2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2069
 OF2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2069
 OF2069.The geoid height was determined by GEOID03.
 OF2069
 OF2069;                    North         East     Units Scale Factor Converg.
 OF2069;SPC NY W     -   341,331.614   435,858.648   MT  1.00002815   +0 43 11.7
 OF2069;SPC NY W     - 1,119,852.14  1,429,979.58   sFT  1.00002815   +0 43 11.7
 OF2069;UTM  18      - 4,771,539.038   294,078.333   MT  1.00012167   -1 43 39.7
 OF2069
 OF2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2069!SPC NY W     -   0.99997730  x   1.00002815  =   1.00000545
 OF2069!UTM  18      -   0.99997730  x   1.00012167  =   1.00009897
 OF2069
 OF2069:                Primary Azimuth Mark                     Grid Az
 OF2069:SPC NY W     -  4309                                     041 30 35.8
 OF2069:UTM  18      -  4309                                     043 57 27.2
 OF2069
 OF2069|---------------------------------------------------------------------|
 OF2069| PID    Reference Object                     Distance      Geod. Az  |
 OF2069|                                                           dddmmss.s |
 OF2069| OF2067 4309                                APPROX. 0.6 KM 0421347.5 |
 OF2069| OF2068 4307                                149.265 METERS 06928     |
 OF2069|---------------------------------------------------------------------|
 OF2069
 OF2069                          SUPERSEDED SURVEY CONTROL
 OF2069
 OF2069  NAD 83(1986)-  43 04 07.02158(N)    077 31 44.92634(W) AD(       ) 2
 OF2069  NAD 27      -  43 04 06.79543(N)    077 31 45.93610(W) AD(       ) 2
 OF2069  NGVD 29 (07/19/86)  180.2    (m)          591.     (f) VERT ANG       
 OF2069
 OF2069.Superseded values are not recommended for survey control.
 OF2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2069.See file dsdata.txt to determine how the superseded data were derived.
 OF2069
 OF2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9407871539(NAD 83)
 OF2069_MARKER: DD = SURVEY DISK
 OF2069_SETTING: 0 = UNSPECIFIED SETTING
 OF2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2069
 OF2069  HISTORY     - Date     Condition        Report By
 OF2069  HISTORY     - 1973     MONUMENTED       NY-055
 OF2069  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF2069  HISTORY     - 20020120 MARK NOT FOUND   USPSQD
 OF2069
 OF2069                          STATION DESCRIPTION
 OF2069
 OF2069'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2069'IN THE TOWN OF PITTSFORD, IN THE S.E. CORNER OF THE INTERSECTION
 OF2069'OF CALKINS ROAD (RT. 39, 253) AND TOBEY ROAD.
 OF2069'
 OF2069'26.6 FT S. OF CENTERLINE OF CALKINS ROAD
 OF2069'
 OF2069'17.3 FT E. OF CENTERLINE OF TOBEY ROAD
 OF2069'
 OF2069'14.5 FT N. OF UNDERGROUND CABLE CROSSING POST
 OF2069'
 OF2069'3.5 FT N.W. OF MONROE COUNTY WITNESS POST
 OF2069'
 OF2069'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2069'4306 IN THE TOP OF A CONCRETE POST COVERED 0.3 FT
 OF2069
 OF2069                          STATION RECOVERY (1995)
 OF2069
 OF2069'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2069'MARK NOT FOUND.
 OF2069
 OF2069                          STATION RECOVERY (2002)
 OF2069
 OF2069'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2068 ***********************************************************************
 OF2068  DESIGNATION -  4307
 OF2068  PID         -  OF2068
 OF2068  STATE/COUNTY-  NY/MONROE
 OF2068  USGS QUAD   -  PITTSFORD (1978)
 OF2068
 OF2068                         *CURRENT SURVEY CONTROL
 OF2068  ___________________________________________________________________
 OF2068* NAD 83(1996)-  43 04 08.71019(N)    077 31 38.75038(W)     ADJUSTED  
 OF2068* NAVD 88     -       173.2    (meters)     568.     (feet)  VERTCON   
 OF2068  ___________________________________________________________________
 OF2068  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 OF2068  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2068
 OF2068  HORZ ORDER  -  SECOND
 OF2068
 OF2068.The horizontal coordinates were established by classical geodetic methods
 OF2068.and adjusted by the National Geodetic Survey in January 1999..
 OF2068
 OF2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2068
 OF2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2068
 OF2068.The geoid height was determined by GEOID03.
 OF2068
 OF2068;                    North         East     Units Scale Factor Converg.
 OF2068;SPC NY W     -   341,385.730   435,997.761   MT  1.00002845   +0 43 16.0
 OF2068;SPC NY W     - 1,120,029.68  1,430,435.99   sFT  1.00002845   +0 43 16.0
 OF2068;UTM  18      - 4,771,587.169   294,219.644   MT  1.00012096   -1 43 35.5
 OF2068
 OF2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2068!SPC NY W     -   0.99997837  x   1.00002845  =   1.00000682
 OF2068!UTM  18      -   0.99997837  x   1.00012096  =   1.00009933
 OF2068
 OF2068:                Primary Azimuth Mark                     Grid Az
 OF2068:SPC NY W     -  4309                                     032 46 42.9
 OF2068:UTM  18      -  4309                                     035 13 34.4
 OF2068
 OF2068|---------------------------------------------------------------------|
 OF2068| PID    Reference Object                     Distance      Geod. Az  |
 OF2068|                                                           dddmmss.s |
 OF2068| OF2067 4309                                449.971 METERS 0332958.9 |
 OF2068| OF2047 125 2 MCGS 1969                     212.751 METERS 21637     |
 OF2068| OF2069 4306                                149.265 METERS 24928     |
 OF2068|---------------------------------------------------------------------|
 OF2068
 OF2068                          SUPERSEDED SURVEY CONTROL
 OF2068
 OF2068  NAD 83(1986)-  43 04 08.71835(N)    077 31 38.74825(W) AD(       ) 2
 OF2068  NAD 27      -  43 04 08.49220(N)    077 31 39.75821(W) AD(       ) 2
 OF2068  NGVD 29 (07/19/86)  173.4    (m)          569.     (f) VERT ANG       
 OF2068
 OF2068.Superseded values are not recommended for survey control.
 OF2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2068.See file dsdata.txt to determine how the superseded data were derived.
 OF2068
 OF2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9422071587(NAD 83)
 OF2068_MARKER: DD = SURVEY DISK
 OF2068_SETTING: 0 = UNSPECIFIED SETTING
 OF2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2068
 OF2068  HISTORY     - Date     Condition        Report By
 OF2068  HISTORY     - 1973     MONUMENTED       NY-055
 OF2068  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF2068  HISTORY     - 20020120 MARK NOT FOUND   USPSQD
 OF2068
 OF2068                          STATION DESCRIPTION
 OF2068
 OF2068'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2068'IN THE TOWN OF PITTSFORD, ON THE E. SIDE OF THE MERGING OF
 OF2068'CALKINS ROAD (RT. 39, 253), AND MENDON CENTER ROAD (RT. 64)
 OF2068'
 OF2068'20.7 FT E. OF CENTERLINE OF MENDON CENTER ROAD
 OF2068'
 OF2068'40.4 FT S. OF CONCRETE R.O.W. MARKER
 OF2068'
 OF2068'49.4 FT S.E. OF POLE RGE 16 RTC 71
 OF2068'
 OF2068'1.0 FT E. OF MONROE COUNTY WITNESS POST
 OF2068'
 OF2068'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2068'4307 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT
 OF2068
 OF2068                          STATION RECOVERY (1995)
 OF2068
 OF2068'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2068'MARK NOT FOUND.
 OF2068
 OF2068                          STATION RECOVERY (2002)
 OF2068
 OF2068'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2070 ***********************************************************************
 OF2070  DESIGNATION -  4308
 OF2070  PID         -  OF2070
 OF2070  STATE/COUNTY-  NY/MONROE
 OF2070  USGS QUAD   -  PITTSFORD (1978)
 OF2070
 OF2070                         *CURRENT SURVEY CONTROL
 OF2070  ___________________________________________________________________
 OF2070* NAD 83(1996)-  43 03 39.56889(N)    077 31 55.00277(W)     ADJUSTED  
 OF2070* NAVD 88     -       187.0    (meters)     614.     (feet)  VERTCON   
 OF2070  ___________________________________________________________________
 OF2070  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OF2070  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2070
 OF2070  HORZ ORDER  -  SECOND
 OF2070
 OF2070.The horizontal coordinates were established by classical geodetic methods
 OF2070.and adjusted by the National Geodetic Survey in January 1999..
 OF2070
 OF2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2070
 OF2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2070
 OF2070.The geoid height was determined by GEOID03.
 OF2070
 OF2070;                    North         East     Units Scale Factor Converg.
 OF2070;SPC NY W     -   340,481.874   435,641.341   MT  1.00002770   +0 43 04.5
 OF2070;SPC NY W     - 1,117,064.28  1,429,266.63   sFT  1.00002770   +0 43 04.5
 OF2070;UTM  18      - 4,770,699.274   293,824.914   MT  1.00012296   -1 43 45.7
 OF2070
 OF2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2070!SPC NY W     -   0.99997620  x   1.00002770  =   1.00000390
 OF2070!UTM  18      -   0.99997620  x   1.00012296  =   1.00009916
 OF2070
 OF2070:                Primary Azimuth Mark                     Grid Az
 OF2070:SPC NY W     -  039 4 MCGS 1969                          192 35 09.5
 OF2070:UTM  18      -  039 4 MCGS 1969                          195 01 59.7
 OF2070
 OF2070|---------------------------------------------------------------------|
 OF2070| PID    Reference Object                     Distance      Geod. Az  |
 OF2070|                                                           dddmmss.s |
 OF2070| OF2034 039 4 MCGS 1969                     451.049 METERS 1931814.0 |
 OF2070| OF2071 039 4 1940                          221.707 METERS 20143     |
 OF2070| OF2072 039 5 1940                          APPROX. 0.5 KM 2684854.9 |
 OF2070|---------------------------------------------------------------------|
 OF2070
 OF2070                          SUPERSEDED SURVEY CONTROL
 OF2070
 OF2070  NAD 83(1986)-  43 03 39.57703(N)    077 31 55.00057(W) AD(       ) 2
 OF2070  NAD 27      -  43 03 39.35087(N)    077 31 56.01001(W) AD(       ) 2
 OF2070  NGVD 29 (07/19/86)  187.2    (m)          614.     (f) VERT ANG       
 OF2070
 OF2070.Superseded values are not recommended for survey control.
 OF2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2070.See file dsdata.txt to determine how the superseded data were derived.
 OF2070
 OF2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9382570699(NAD 83)
 OF2070_MARKER: DD = SURVEY DISK
 OF2070_SETTING: 0 = UNSPECIFIED SETTING
 OF2070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2070
 OF2070  HISTORY     - Date     Condition        Report By
 OF2070  HISTORY     - 1973     MONUMENTED       NY-055
 OF2070  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF2070  HISTORY     - 20020120 MARK NOT FOUND   USPSQD
 OF2070
 OF2070                          STATION DESCRIPTION
 OF2070
 OF2070'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2070'IN THE TOWN OF PITTSFORD, IN THE N.E. CORNER OF THE INTERSECTION
 OF2070'OF WILLARD ROAD, AND MENDON CENTER ROAD (RT. 64)
 OF2070'
 OF2070'17.3 FT E. OF CENTERLINE MENDON CENTER ROAD
 OF2070'
 OF2070'20.6 FT N. OF CENTERLINE WILLARD ROAD PRODUCED
 OF2070'
 OF2070'10.3 FT S.W. OF POLE RGE 30A RTC 96
 OF2070'
 OF2070'1.0 FT W. OF MONROE COUNTY WITNESS POST
 OF2070'
 OF2070'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4308
 OF2070'IN THE TOP OF A CONCRETE POST COVERED 0.4 FT
 OF2070
 OF2070                          STATION RECOVERY (1995)
 OF2070
 OF2070'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2070'MARK NOT FOUND.
 OF2070
 OF2070                          STATION RECOVERY (2002)
 OF2070
 OF2070'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2067 ***********************************************************************
 OF2067  DESIGNATION -  4309
 OF2067  PID         -  OF2067
 OF2067  STATE/COUNTY-  NY/MONROE
 OF2067  USGS QUAD   -  PITTSFORD (1978)
 OF2067
 OF2067                         *CURRENT SURVEY CONTROL
 OF2067  ___________________________________________________________________
 OF2067* NAD 83(1996)-  43 04 20.86923(N)    077 31 27.77275(W)     ADJUSTED  
 OF2067* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 OF2067  ___________________________________________________________________
 OF2067  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 OF2067  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2067
 OF2067  HORZ ORDER  -  SECOND
 OF2067
 OF2067.The horizontal coordinates were established by classical geodetic methods
 OF2067.and adjusted by the National Geodetic Survey in January 1999..
 OF2067
 OF2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2067
 OF2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2067
 OF2067.The geoid height was determined by GEOID03.
 OF2067
 OF2067;                    North         East     Units Scale Factor Converg.
 OF2067;SPC NY W     -   341,764.063   436,241.380   MT  1.00002896   +0 43 23.6
 OF2067;SPC NY W     - 1,121,270.93  1,431,235.26   sFT  1.00002896   +0 43 23.6
 OF2067;UTM  18      - 4,771,954.786   294,479.222   MT  1.00011964   -1 43 28.4
 OF2067
 OF2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2067!SPC NY W     -   0.99997887  x   1.00002896  =   1.00000783
 OF2067!UTM  18      -   0.99997887  x   1.00011964  =   1.00009851
 OF2067
 OF2067|---------------------------------------------------------------------|
 OF2067| PID    Reference Object                     Distance      Geod. Az  |
 OF2067|                                                           dddmmss.s |
 OF2067| OF2066 4310                                313.468 METERS 02641     |
 OF2067| OF2068 4307                                449.971 METERS 2133006.4 |
 OF2067|---------------------------------------------------------------------|
 OF2067
 OF2067                          SUPERSEDED SURVEY CONTROL
 OF2067
 OF2067  NAD 83(1986)-  43 04 20.87742(N)    077 31 27.77066(W) AD(       ) 2
 OF2067  NAD 27      -  43 04 20.65134(N)    077 31 28.78087(W) AD(       ) 2
 OF2067  NGVD 29 (07/19/86)  170.2    (m)          558.     (f) VERT ANG       
 OF2067
 OF2067.Superseded values are not recommended for survey control.
 OF2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2067.See file dsdata.txt to determine how the superseded data were derived.
 OF2067
 OF2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9447971955(NAD 83)
 OF2067_MARKER: DD = SURVEY DISK
 OF2067_SETTING: 0 = UNSPECIFIED SETTING
 OF2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2067
 OF2067  HISTORY     - Date     Condition        Report By
 OF2067  HISTORY     - 1973     MONUMENTED       NY-055
 OF2067  HISTORY     - 19950515 GOOD             USPSQD
 OF2067  HISTORY     - 20020120 GOOD             USPSQD
 OF2067
 OF2067                          STATION DESCRIPTION
 OF2067
 OF2067'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2067'IN THE TOWN OF PITTSFORD, ON THE E. SIDE OF MENDON CENTER ROAD
 OF2067'(RT. 64), 0.28 MI. N. OF CALKINS ROAD (RT. 39, 253), AND 0.3 MI. S.
 OF2067'OF STONE ROAD
 OF2067'
 OF2067'22.0 FT E. OF CENTERLINE OF MENDON CENTER ROAD
 OF2067'
 OF2067'51.9 FT S. OF HYDRANT
 OF2067'
 OF2067'37.6 FT S. OF POLE RGE 10 RTC 60
 OF2067'
 OF2067'35.7 FT S.W. OF N.W. CORNER OF HOUSE 66
 OF2067'
 OF2067'40.3 FT N.W. OF S.W. CORNER OF HOUSE 66
 OF2067'
 OF2067'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2067'4309 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF2067
 OF2067                          STATION RECOVERY (1995)
 OF2067
 OF2067'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2067'RECOVERED IN GOOD CONDITION.
 OF2067
 OF2067                          STATION RECOVERY (2002)
 OF2067
 OF2067'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2066 ***********************************************************************
 OF2066  DESIGNATION -  4310
 OF2066  PID         -  OF2066
 OF2066  STATE/COUNTY-  NY/MONROE
 OF2066  USGS QUAD   -  PITTSFORD (1978)
 OF2066
 OF2066                         *CURRENT SURVEY CONTROL
 OF2066  ___________________________________________________________________
 OF2066* NAD 83(1996)-  43 04 29.94515(N)    077 31 21.55001(W)     ADJUSTED  
 OF2066* NAVD 88     -       173.7    (meters)     570.     (feet)  VERTCON   
 OF2066  ___________________________________________________________________
 OF2066  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 OF2066  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2066
 OF2066  HORZ ORDER  -  SECOND
 OF2066
 OF2066.The horizontal coordinates were established by classical geodetic methods
 OF2066.and adjusted by the National Geodetic Survey in January 1999..
 OF2066
 OF2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2066
 OF2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2066
 OF2066.The geoid height was determined by GEOID03.
 OF2066
 OF2066;                    North         East     Units Scale Factor Converg.
 OF2066;SPC NY W     -   342,045.906   436,378.613   MT  1.00002925   +0 43 28.0
 OF2066;SPC NY W     - 1,122,195.61  1,431,685.50   sFT  1.00002925   +0 43 28.0
 OF2066;UTM  18      - 4,772,230.535   294,628.380   MT  1.00011889   -1 43 24.5
 OF2066
 OF2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2066!SPC NY W     -   0.99997829  x   1.00002925  =   1.00000754
 OF2066!UTM  18      -   0.99997829  x   1.00011889  =   1.00009718
 OF2066
 OF2066                          SUPERSEDED SURVEY CONTROL
 OF2066
 OF2066  NAD 83(1986)-  43 04 29.95335(N)    077 31 21.54793(W) AD(       ) 2
 OF2066  NAD 27      -  43 04 29.72728(N)    077 31 22.55830(W) AD(       ) 2
 OF2066  NGVD 29 (07/19/86)  173.9    (m)          571.     (f) VERT ANG       
 OF2066
 OF2066.Superseded values are not recommended for survey control.
 OF2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2066.See file dsdata.txt to determine how the superseded data were derived.
 OF2066
 OF2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9462872231(NAD 83)
 OF2066_MARKER: DD = SURVEY DISK
 OF2066_SETTING: 0 = UNSPECIFIED SETTING
 OF2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2066
 OF2066  HISTORY     - Date     Condition        Report By
 OF2066  HISTORY     - 1973     MONUMENTED       NY-055
 OF2066  HISTORY     - 19950515 GOOD             USPSQD
 OF2066
 OF2066                          STATION DESCRIPTION
 OF2066
 OF2066'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2066'IN THE TOWN OF PITTSFORD ON THE E. SIDE OF MENDON CENTER RD.,
 OF2066'(RTE. 64), 0.48 MI. N. OF CALKINS RD. (RTE. 39, 253), AND 0.1 MI.
 OF2066'S. OF STONE ROAD.
 OF2066'
 OF2066'21.0 FT E. OF CENTERLINE OF MENDON CENTER ROAD
 OF2066'
 OF2066'70.5 FT S. OF HYDRANT
 OF2066'
 OF2066'18.1 FT N.W. OF POLE RTC 53
 OF2066'
 OF2066'28.0 FT N. OF NORTH RANGE LINE OF HOUSE 26
 OF2066'
 OF2066'91.6 FT N.W. OF N.W. CORNER OF HOUSE
 OF2066'
 OF2066'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2066'4310 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF2066
 OF2066                          STATION RECOVERY (1995)
 OF2066
 OF2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2064 ***********************************************************************
 OF2064  DESIGNATION -  4311
 OF2064  PID         -  OF2064
 OF2064  STATE/COUNTY-  NY/MONROE
 OF2064  USGS QUAD   -  PITTSFORD (1978)
 OF2064
 OF2064                         *CURRENT SURVEY CONTROL
 OF2064  ___________________________________________________________________
 OF2064* NAD 83(1996)-  43 04 43.98369(N)    077 31 19.08289(W)     ADJUSTED  
 OF2064* NAVD 88     -       174.3    (meters)     572.     (feet)  VERTCON   
 OF2064  ___________________________________________________________________
 OF2064  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OF2064  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF2064
 OF2064  HORZ ORDER  -  SECOND
 OF2064
 OF2064.The horizontal coordinates were established by classical geodetic methods
 OF2064.and adjusted by the National Geodetic Survey in January 1999..
 OF2064
 OF2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2064
 OF2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2064
 OF2064.The geoid height was determined by GEOID03.
 OF2064
 OF2064;                    North         East     Units Scale Factor Converg.
 OF2064;SPC NY W     -   342,479.812   436,428.942   MT  1.00002936   +0 43 29.9
 OF2064;SPC NY W     - 1,123,619.18  1,431,850.62   sFT  1.00002936   +0 43 29.9
 OF2064;UTM  18      - 4,772,661.935   294,697.202   MT  1.00011854   -1 43 23.2
 OF2064
 OF2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2064!SPC NY W     -   0.99997820  x   1.00002936  =   1.00000756
 OF2064!UTM  18      -   0.99997820  x   1.00011854  =   1.00009674
 OF2064
 OF2064:                Primary Azimuth Mark                     Grid Az
 OF2064:SPC NY W     -  4312                                     016 46 05.1
 OF2064:UTM  18      -  4312                                     019 12 58.2
 OF2064
 OF2064|---------------------------------------------------------------------|
 OF2064| PID    Reference Object                     Distance      Geod. Az  |
 OF2064|                                                           dddmmss.s |
 OF2064| OF2063 4312                                APPROX. 0.5 KM 0172935.0 |
 OF2064| OF2065 125 1                               173.851 METERS 18625     |
 OF2064|---------------------------------------------------------------------|
 OF2064
 OF2064                          SUPERSEDED SURVEY CONTROL
 OF2064
 OF2064  NAD 83(1986)-  43 04 43.99188(N)    077 31 19.08085(W) AD(       ) 2
 OF2064  NAD 27      -  43 04 43.76585(N)    077 31 20.09113(W) AD(       ) 2
 OF2064  NGVD 29 (07/19/86)  174.5    (m)          573.     (f) VERT ANG       
 OF2064
 OF2064.Superseded values are not recommended for survey control.
 OF2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2064.See file dsdata.txt to determine how the superseded data were derived.
 OF2064
 OF2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9469772662(NAD 83)
 OF2064_MARKER: DD = SURVEY DISK
 OF2064_SETTING: 0 = UNSPECIFIED SETTING
 OF2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2064
 OF2064  HISTORY     - Date     Condition        Report By
 OF2064  HISTORY     - 1973     MONUMENTED       NY-055
 OF2064  HISTORY     - 19950515 GOOD             USPSQD
 OF2064
 OF2064                          STATION DESCRIPTION
 OF2064
 OF2064'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2064'IN THE TOWN OF PITTSFORD, ON THE E. SIDE OF MENDON CENTER ROAD
 OF2064'(RT. 64), 0.15 MI. N. OF STONE ROAD, AND 0.57 MI. S. OF JEFFERSON
 OF2064'ROAD
 OF2064'
 OF2064'14.3 FT E. OF CENTERLINE OF MENDON CENTER ROAD
 OF2064'
 OF2064'70.3 FT S. OF POLE RGE 41 RTC 41
 OF2064'
 OF2064'54.3 FT S.W. OF YARD LIGHT IN FRONT OF HOUSE 168
 OF2064'
 OF2064'27.5 FT N.W. OF POLE RGE 42 RTC 42
 OF2064'
 OF2064'85.0 FT W. OF S.W. CORNER OF HOUSE
 OF2064'
 OF2064'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2064'4311 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT AND IN CAST
 OF2064'IRON FRAME AND COVER WHICH IS AT GRADE
 OF2064
 OF2064                          STATION RECOVERY (1995)
 OF2064
 OF2064'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2063 ***********************************************************************
 OF2063  DESIGNATION -  4312
 OF2063  PID         -  OF2063
 OF2063  STATE/COUNTY-  NY/MONROE
 OF2063  USGS QUAD   -  PITTSFORD (1978)
 OF2063
 OF2063                         *CURRENT SURVEY CONTROL
 OF2063  ___________________________________________________________________
 OF2063* NAD 83(1996)-  43 05 00.52408(N)    077 31 11.97091(W)     ADJUSTED  
 OF2063* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 OF2063  ___________________________________________________________________
 OF2063  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 OF2063  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2063
 OF2063  HORZ ORDER  -  SECOND
 OF2063
 OF2063.The horizontal coordinates were established by classical geodetic methods
 OF2063.and adjusted by the National Geodetic Survey in January 1999..
 OF2063
 OF2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2063
 OF2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2063
 OF2063.The geoid height was determined by GEOID03.
 OF2063
 OF2063;                    North         East     Units Scale Factor Converg.
 OF2063;SPC NY W     -   342,992.253   436,583.345   MT  1.00002969   +0 43 34.9
 OF2063;SPC NY W     - 1,125,300.42  1,432,357.19   sFT  1.00002969   +0 43 34.9
 OF2063;UTM  18      - 4,773,167.356   294,873.369   MT  1.00011765   -1 43 18.9
 OF2063
 OF2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2063!SPC NY W     -   0.99998043  x   1.00002969  =   1.00001012
 OF2063!UTM  18      -   0.99998043  x   1.00011765  =   1.00009808
 OF2063
 OF2063|---------------------------------------------------------------------|
 OF2063| PID    Reference Object                     Distance      Geod. Az  |
 OF2063|                                                           dddmmss.s |
 OF2063| OF2062 124                                 377.689 METERS 02524     |
 OF2063| OF2064 4311                                APPROX. 0.5 KM 1972939.8 |
 OF2063|---------------------------------------------------------------------|
 OF2063
 OF2063                          SUPERSEDED SURVEY CONTROL
 OF2063
 OF2063  NAD 83(1986)-  43 05 00.53229(N)    077 31 11.96891(W) AD(       ) 2
 OF2063  NAD 27      -  43 05 00.30628(N)    077 31 12.97915(W) AD(       ) 2
 OF2063  NGVD 29 (07/19/86)  160.3    (m)          526.     (f) VERT ANG       
 OF2063
 OF2063.Superseded values are not recommended for survey control.
 OF2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2063.See file dsdata.txt to determine how the superseded data were derived.
 OF2063
 OF2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9487373167(NAD 83)
 OF2063_MARKER: DD = SURVEY DISK
 OF2063_SETTING: 0 = UNSPECIFIED SETTING
 OF2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2063
 OF2063  HISTORY     - Date     Condition        Report By
 OF2063  HISTORY     - 1973     MONUMENTED       NY-055
 OF2063  HISTORY     - 19950515 GOOD             USPSQD
 OF2063
 OF2063                          STATION DESCRIPTION
 OF2063
 OF2063'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2063'IN THE TOWN OF PITTSFORD, ON THE WEST SIDE OF THE INTERSECTION
 OF2063'OF REITZ PARKWAY, AND MENDON CENTER RD. (RTE. 64)
 OF2063'
 OF2063'44.7 FT S. OF CENTERLINE OF REITZ PARKWAY PRODUCED
 OF2063'
 OF2063'26.2 FT W. OF CENTERLINE OF MENDON CENTER RD.
 OF2063'
 OF2063'35.0 FT S.W. OF MANHOLE
 OF2063'
 OF2063'81.3 FT N.E. OF S.E. CORNER OF HOUSE NO. 111
 OF2063'
 OF2063'86.9 FT S.E. OF N.E. CORNER OF HOUSE NO. 111
 OF2063'
 OF2063'1.6 FT W. OF MONROE COUNTY WITNESS POST
 OF2063'
 OF2063'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2063'4312 IN THE TOP OF A CONCRETE POST.
 OF2063
 OF2063                          STATION RECOVERY (1995)
 OF2063
 OF2063'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2059 ***********************************************************************
 OF2059  DESIGNATION -  4314
 OF2059  PID         -  OF2059
 OF2059  STATE/COUNTY-  NY/MONROE
 OF2059  USGS QUAD   -  PITTSFORD (1978)
 OF2059
 OF2059                         *CURRENT SURVEY CONTROL
 OF2059  ___________________________________________________________________
 OF2059* NAD 83(1996)-  43 05 17.15902(N)    077 30 27.98635(W)     ADJUSTED  
 OF2059* NAVD 88     -       137.8    (meters)     452.     (feet)  VERTCON   
 OF2059  ___________________________________________________________________
 OF2059  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OF2059  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2059
 OF2059  HORZ ORDER  -  SECOND
 OF2059
 OF2059.The horizontal coordinates were established by classical geodetic methods
 OF2059.and adjusted by the National Geodetic Survey in January 1999..
 OF2059
 OF2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2059
 OF2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2059
 OF2059.The geoid height was determined by GEOID03.
 OF2059
 OF2059;                    North         East     Units Scale Factor Converg.
 OF2059;SPC NY W     -   343,518.259   437,571.624   MT  1.00003181   +0 44 05.2
 OF2059;SPC NY W     - 1,127,026.15  1,435,599.57   sFT  1.00003181   +0 44 05.2
 OF2059;UTM  18      - 4,773,650.705   295,883.302   MT  1.00011256   -1 42 49.3
 OF2059
 OF2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2059!SPC NY W     -   0.99998393  x   1.00003181  =   1.00001574
 OF2059!UTM  18      -   0.99998393  x   1.00011256  =   1.00009649
 OF2059
 OF2059                          SUPERSEDED SURVEY CONTROL
 OF2059
 OF2059  NAD 83(1986)-  43 05 17.16730(N)    077 30 27.98439(W) AD(       ) 2
 OF2059  NAD 27      -  43 05 16.94094(N)    077 30 28.99588(W) AD(       ) 2
 OF2059  NGVD 29 (07/19/86)  138.0    (m)          453.     (f) VERT ANG       
 OF2059
 OF2059.Superseded values are not recommended for survey control.
 OF2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2059.See file dsdata.txt to determine how the superseded data were derived.
 OF2059
 OF2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9588373651(NAD 83)
 OF2059_MARKER: DD = SURVEY DISK
 OF2059_SETTING: 0 = UNSPECIFIED SETTING
 OF2059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2059
 OF2059  HISTORY     - Date     Condition        Report By
 OF2059  HISTORY     - 1973     MONUMENTED       NY-055
 OF2059  HISTORY     - 19950315 GOOD             USPSQD
 OF2059
 OF2059                          STATION DESCRIPTION
 OF2059
 OF2059'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2059'IN THE TOWN OF PITTSFORD ON THE SOUTH SIDE OF PALMYRA ROAD (RTE. 31)
 OF2059'0.45 MI. E. OF MAIN STREET IN PITTSFORD, AND 0.48 MI. W. OF
 OF2059'MITCHELL ROAD.
 OF2059'
 OF2059'31.4 FT S. OF CENTERLINE OF PALMYRA ROAD
 OF2059'
 OF2059'77.1 FT E. OF 35 MPH TRAFFIC SIGN
 OF2059'
 OF2059'77.3 FT E. OF POLE T.O. 299, 127 RTC 14
 OF2059'
 OF2059'1.0 FT N. OF MONROE COUNTY WITNESS POST
 OF2059'
 OF2059'19.5 FT W. OF E. RANGELINE, HOUSE NO. 5423
 OF2059'
 OF2059'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2059'4314 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF2059
 OF2059                          STATION RECOVERY (1995)
 OF2059
 OF2059'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2058 ***********************************************************************
 OF2058  DESIGNATION -  4315
 OF2058  PID         -  OF2058
 OF2058  STATE/COUNTY-  NY/MONROE
 OF2058  USGS QUAD   -  PITTSFORD (1978)
 OF2058
 OF2058                         *CURRENT SURVEY CONTROL
 OF2058  ___________________________________________________________________
 OF2058* NAD 83(1996)-  43 05 15.38520(N)    077 30 16.37046(W)     ADJUSTED  
 OF2058* NAVD 88     -       140.2    (meters)     460.     (feet)  VERTCON   
 OF2058  ___________________________________________________________________
 OF2058  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OF2058  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2058
 OF2058  HORZ ORDER  -  SECOND
 OF2058
 OF2058.The horizontal coordinates were established by classical geodetic methods
 OF2058.and adjusted by the National Geodetic Survey in January 1999..
 OF2058
 OF2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2058
 OF2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2058
 OF2058.The geoid height was determined by GEOID03.
 OF2058
 OF2058;                    North         East     Units Scale Factor Converg.
 OF2058;SPC NY W     -   343,466.897   437,835.041   MT  1.00003237   +0 44 13.1
 OF2058;SPC NY W     - 1,126,857.64  1,436,463.80   sFT  1.00003237   +0 44 13.1
 OF2058;UTM  18      - 4,773,588.131   296,144.306   MT  1.00011125   -1 42 41.3
 OF2058
 OF2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2058!SPC NY W     -   0.99998355  x   1.00003237  =   1.00001592
 OF2058!UTM  18      -   0.99998355  x   1.00011125  =   1.00009480
 OF2058
 OF2058                          SUPERSEDED SURVEY CONTROL
 OF2058
 OF2058  NAD 83(1986)-  43 05 15.39350(N)    077 30 16.36849(W) AD(       ) 2
 OF2058  NAD 27      -  43 05 15.16701(N)    077 30 17.38043(W) AD(       ) 2
 OF2058  NGVD 29 (07/19/86)  140.4    (m)          461.     (f) VERT ANG       
 OF2058
 OF2058.Superseded values are not recommended for survey control.
 OF2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2058.See file dsdata.txt to determine how the superseded data were derived.
 OF2058
 OF2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9614473588(NAD 83)
 OF2058_MARKER: DD = SURVEY DISK
 OF2058_SETTING: 0 = UNSPECIFIED SETTING
 OF2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2058
 OF2058  HISTORY     - Date     Condition        Report By
 OF2058  HISTORY     - 1973     MONUMENTED       NY-055
 OF2058  HISTORY     - 19950314 GOOD             USPSQD
 OF2058
 OF2058                          STATION DESCRIPTION
 OF2058
 OF2058'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2058'IN THE TOWN OF PITTSFORD, ON THE NORTH SIDE OF PALMYRA RD. (RTE.31)
 OF2058'0.6 MILE E. OF MAIN STREET IN PITTSFORD, AND 0.3 MI. W. OF MITCHELL
 OF2058'ROAD.
 OF2058'
 OF2058'25.9 FT N. OF CENTERLINE OF PALMYRA ROAD
 OF2058'
 OF2058'47.1 FT E. OF ROUTE SIGN
 OF2058'
 OF2058'96.6 FT W. OF 6 IN X 8 IN WOOD GUARD POSTS
 OF2058'
 OF2058'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF2058'
 OF2058'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2058'4315 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF2058
 OF2058                          STATION RECOVERY (1995)
 OF2058
 OF2058'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2057 ***********************************************************************
 OF2057  DESIGNATION -  4316
 OF2057  PID         -  OF2057
 OF2057  STATE/COUNTY-  NY/MONROE
 OF2057  USGS QUAD   -  PITTSFORD (1978)
 OF2057
 OF2057                         *CURRENT SURVEY CONTROL
 OF2057  ___________________________________________________________________
 OF2057* NAD 83(1996)-  43 05 11.19399(N)    077 30 07.70285(W)     ADJUSTED  
 OF2057* NAVD 88     -       141.6    (meters)     465.     (feet)  VERTCON   
 OF2057  ___________________________________________________________________
 OF2057  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OF2057  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2057
 OF2057  HORZ ORDER  -  SECOND
 OF2057
 OF2057.The horizontal coordinates were established by classical geodetic methods
 OF2057.and adjusted by the National Geodetic Survey in January 1999..
 OF2057
 OF2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2057
 OF2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2057
 OF2057.The geoid height was determined by GEOID03.
 OF2057
 OF2057;                    North         East     Units Scale Factor Converg.
 OF2057;SPC NY W     -   343,340.089   438,032.743   MT  1.00003280   +0 44 19.0
 OF2057;SPC NY W     - 1,126,441.61  1,437,112.42   sFT  1.00003280   +0 44 19.0
 OF2057;UTM  18      - 4,773,452.983   296,336.425   MT  1.00011029   -1 42 35.3
 OF2057
 OF2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2057!SPC NY W     -   0.99998333  x   1.00003280  =   1.00001613
 OF2057!UTM  18      -   0.99998333  x   1.00011029  =   1.00009362
 OF2057
 OF2057                          SUPERSEDED SURVEY CONTROL
 OF2057
 OF2057  NAD 83(1986)-  43 05 11.20229(N)    077 30 07.70087(W) AD(       ) 2
 OF2057  NAD 27      -  43 05 10.97570(N)    077 30 08.71319(W) AD(       ) 2
 OF2057  NGVD 29 (07/19/86)  141.8    (m)          465.     (f) VERT ANG       
 OF2057
 OF2057.Superseded values are not recommended for survey control.
 OF2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2057.See file dsdata.txt to determine how the superseded data were derived.
 OF2057
 OF2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9633673453(NAD 83)
 OF2057_MARKER: DD = SURVEY DISK
 OF2057_SETTING: 0 = UNSPECIFIED SETTING
 OF2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2057
 OF2057  HISTORY     - Date     Condition        Report By
 OF2057  HISTORY     - 1973     MONUMENTED       NY-055
 OF2057  HISTORY     - 19950314 GOOD             USPSQD
 OF2057
 OF2057                          STATION DESCRIPTION
 OF2057
 OF2057'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2057'IN THE TOWN OF PITTSFORD ON THE NORTH SIDE OF PALMYRA ROAD (RTE.31)
 OF2057'0.75 MI. E. OF MAIN STREET IN PITTSFORD AND 0.15 MI. W. OF MITCHELL
 OF2057'ROAD.
 OF2057'
 OF2057'32.6 FT N. OF CENTERLINE OF PALMYRA ROAD
 OF2057'
 OF2057'26.1 FT E. OF POLE 127 RTC 160
 OF2057'
 OF2057'26.1 FT N.W. OF TRAFFIC SPEED ZONE SIGN
 OF2057'
 OF2057'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF2057'
 OF2057'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2057'4316 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF2057
 OF2057                          STATION RECOVERY (1995)
 OF2057
 OF2057'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1533 ***********************************************************************
 OF1533  DESIGNATION -  4317
 OF1533  PID         -  OF1533
 OF1533  STATE/COUNTY-  NY/MONROE
 OF1533  USGS QUAD   -  FAIRPORT (1978)
 OF1533
 OF1533                         *CURRENT SURVEY CONTROL
 OF1533  ___________________________________________________________________
 OF1533* NAD 83(1996)-  43 04 51.06477(N)    077 29 38.86332(W)     ADJUSTED  
 OF1533* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 OF1533  ___________________________________________________________________
 OF1533  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 OF1533  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF1533
 OF1533  HORZ ORDER  -  SECOND
 OF1533
 OF1533.The horizontal coordinates were established by classical geodetic methods
 OF1533.and adjusted by the National Geodetic Survey in January 1999..
 OF1533
 OF1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1533
 OF1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1533
 OF1533.The geoid height was determined by GEOID03.
 OF1533
 OF1533;                    North         East     Units Scale Factor Converg.
 OF1533;SPC NY W     -   342,727.382   438,693.084   MT  1.00003424   +0 44 38.4
 OF1533;SPC NY W     - 1,124,431.42  1,439,278.89   sFT  1.00003424   +0 44 38.4
 OF1533;SPC NY C     -   342,554.176   175,834.736   MT  1.00000514   -0 37 19.7
 OF1533;SPC NY C     - 1,123,863.16    576,884.46   sFT  1.00000514   -0 37 19.7
 OF1533;UTM  18      - 4,772,812.578   296,970.037   MT  1.00010712   -1 42 14.9
 OF1533
 OF1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1533!SPC NY W     -   0.99998499  x   1.00003424  =   1.00001923
 OF1533!SPC NY C     -   0.99998499  x   1.00000514  =   0.99999013
 OF1533!UTM  18      -   0.99998499  x   1.00010712  =   1.00009211
 OF1533
 OF1533:                Primary Azimuth Mark                     Grid Az
 OF1533:SPC NY W     -  4318                                     113 27 48.6
 OF1533:SPC NY C     -  4318                                     114 49 46.7
 OF1533:UTM  18      -  4318                                     115 54 41.9
 OF1533
 OF1533|---------------------------------------------------------------------|
 OF1533| PID    Reference Object                     Distance      Geod. Az  |
 OF1533|                                                           dddmmss.s |
 OF1533| OF1521 4318                                446.966 METERS 1141227.0 |
 OF1533| OF1461 018 MCGS 1969                       110.548 METERS 30849     |
 OF1533|---------------------------------------------------------------------|
 OF1533
 OF1533                          SUPERSEDED SURVEY CONTROL
 OF1533
 OF1533  NAD 83(1986)-  43 04 51.07311(N)    077 29 38.86129(W) AD(       ) 2
 OF1533  NAD 27      -  43 04 50.84612(N)    077 29 39.87494(W) AD(       ) 2
 OF1533  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 OF1533
 OF1533.Superseded values are not recommended for survey control.
 OF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1533.See file dsdata.txt to determine how the superseded data were derived.
 OF1533
 OF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9697072813(NAD 83)
 OF1533_MARKER: DD = SURVEY DISK
 OF1533_SETTING: 0 = UNSPECIFIED SETTING
 OF1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1533
 OF1533  HISTORY     - Date     Condition        Report By
 OF1533  HISTORY     - 1973     MONUMENTED       NY-055
 OF1533  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 OF1533  HISTORY     - 19950314 MARK NOT FOUND   USPSQD
 OF1533
 OF1533                          STATION DESCRIPTION
 OF1533
 OF1533'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1533'IN THE TOWN OF PITTSFORD IN THE SOUTHEAST CORNER OF THE
 OF1533'INTERSECTION OF PALMYRA RD. (RT. 31), AND MARSH ROAD
 OF1533'
 OF1533'40.2 FT S. OF CENTERLINE PALMYRA RD.
 OF1533'
 OF1533'26.5 FT E. OF CENTERLINE OF MARSH RD.
 OF1533'
 OF1533'45.2 FT N. OF MOST SOUTHERLY TRAFFIC LIGHT POLE
 OF1533'
 OF1533'7.0 FT S. OF MOST NORTHERLY TRAFFIC LIGHT POLE
 OF1533'
 OF1533'1.0 FT NW OF MONROE COUNTY WITNESS POST
 OF1533'
 OF1533'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1533'4317 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF1533
 OF1533                          STATION RECOVERY (1991)
 OF1533
 OF1533'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1533'MARK NOT FOUND.
 OF1533
 OF1533                          STATION RECOVERY (1995)
 OF1533
 OF1533'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1521 ***********************************************************************
 OF1521  DESIGNATION -  4318
 OF1521  PID         -  OF1521
 OF1521  STATE/COUNTY-  NY/MONROE
 OF1521  USGS QUAD   -  FAIRPORT (1978)
 OF1521
 OF1521                         *CURRENT SURVEY CONTROL
 OF1521  ___________________________________________________________________
 OF1521* NAD 83(1996)-  43 04 45.12536(N)    077 29 20.84201(W)     ADJUSTED  
 OF1521* NAVD 88     -       128.1    (meters)     420.     (feet)  VERTCON   
 OF1521  ___________________________________________________________________
 OF1521  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 OF1521  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF1521
 OF1521  HORZ ORDER  -  SECOND
 OF1521
 OF1521.The horizontal coordinates were established by classical geodetic methods
 OF1521.and adjusted by the National Geodetic Survey in January 1999..
 OF1521
 OF1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1521
 OF1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1521
 OF1521.The geoid height was determined by GEOID03.
 OF1521
 OF1521;                    North         East     Units Scale Factor Converg.
 OF1521;SPC NY W     -   342,549.409   439,103.106   MT  1.00003513   +0 44 50.7
 OF1521;SPC NY W     - 1,123,847.52  1,440,624.11   sFT  1.00003513   +0 44 50.7
 OF1521;SPC NY C     -   342,366.485   176,240.387   MT  1.00000440   -0 37 07.3
 OF1521;SPC NY C     - 1,123,247.38    578,215.34   sFT  1.00000440   -0 37 07.3
 OF1521;UTM  18      - 4,772,617.240   297,372.112   MT  1.00010511   -1 42 02.4
 OF1521
 OF1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1521!SPC NY W     -   0.99998545  x   1.00003513  =   1.00002058
 OF1521!SPC NY C     -   0.99998545  x   1.00000440  =   0.99998985
 OF1521!UTM  18      -   0.99998545  x   1.00010511  =   1.00009056
 OF1521
 OF1521:                Primary Azimuth Mark                     Grid Az
 OF1521:SPC NY W     -  4710                                     096 24 24.8
 OF1521:SPC NY C     -  4710                                     097 46 22.8
 OF1521:UTM  18      -  4710                                     098 51 17.9
 OF1521
 OF1521|---------------------------------------------------------------------|
 OF1521| PID    Reference Object                     Distance      Geod. Az  |
 OF1521|                                                           dddmmss.s |
 OF1521| OF1520 4710                                APPROX. 0.7 KM 0970915.5 |
 OF1521| OF1533 4317                                446.966 METERS 2941239.4 |
 OF1521|---------------------------------------------------------------------|
 OF1521
 OF1521                          SUPERSEDED SURVEY CONTROL
 OF1521
 OF1521  NAD 83(1986)-  43 04 45.13372(N)    077 29 20.83995(W) AD(       ) 2
 OF1521  NAD 27      -  43 04 44.90668(N)    077 29 21.85477(W) AD(       ) 2
 OF1521  NGVD 29 (07/19/86)  128.3    (m)          421.     (f) VERT ANG       
 OF1521
 OF1521.Superseded values are not recommended for survey control.
 OF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1521.See file dsdata.txt to determine how the superseded data were derived.
 OF1521
 OF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9737272617(NAD 83)
 OF1521_MARKER: DD = SURVEY DISK
 OF1521_SETTING: 0 = UNSPECIFIED SETTING
 OF1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1521+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1521
 OF1521  HISTORY     - Date     Condition        Report By
 OF1521  HISTORY     - 1973     MONUMENTED       NY-055
 OF1521  HISTORY     - 19950315 GOOD             USPSQD
 OF1521  HISTORY     - 20050507 GOOD             USPSQD
 OF1521
 OF1521                          STATION DESCRIPTION
 OF1521
 OF1521'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1521'IN THE TOWN OF PITTSFORD ON THE SOUTH SIDE OF PALMYRA RD. (RT. 31),
 OF1521'0.3 MI. E. OF MARSH ROAD, AND 0.15 MI. W. OF ROUTE 490
 OF1521'
 OF1521'26.2 FT S. OF CENTERLINE OF PALMYRA RD.
 OF1521'
 OF1521'31.4 FT E. OF EAST RANGELINE OF HOUSE 5667
 OF1521'
 OF1521'46.7 FT NE OF HYDRANT
 OF1521'
 OF1521'94.6 FT NE OF N. EAST CORNER OF HOUSE 5667
 OF1521'
 OF1521'26.7 FT N. OF POLE RGE 51 8RTC9
 OF1521'
 OF1521'1.0 FT N. OF MONROE COUNTY WITNESS POST
 OF1521'
 OF1521'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1521'4318 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF1521
 OF1521                          STATION RECOVERY (1995)
 OF1521
 OF1521'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1521'RECOVERED IN GOOD CONDITION.
 OF1521
 OF1521                          STATION RECOVERY (2005)
 OF1521
 OF1521'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0411 ***********************************************************************
 PH0411  DESIGNATION -  433
 PH0411  PID         -  PH0411
 PH0411  STATE/COUNTY-  NY/ST LAWRENCE
 PH0411  USGS QUAD   -  POTSDAM (1964)
 PH0411
 PH0411                         *CURRENT SURVEY CONTROL
 PH0411  ___________________________________________________________________
 PH0411* NAD 83(1986)-  44 40 05.     (N)    074 58 50.     (W)     SCALED    
 PH0411* NAVD 88     -       132.079  (meters)     433.33   (feet)  ADJUSTED  
 PH0411  ___________________________________________________________________
 PH0411  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 PH0411  DYNAMIC HT  -         132.070 (meters)     433.30  (feet)  COMP
 PH0411  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 PH0411
 PH0411  VERT ORDER  -  FIRST     CLASS II
 PH0411
 PH0411.The horizontal coordinates were scaled from a topographic map and have
 PH0411.an estimated accuracy of +/- 6 seconds.
 PH0411
 PH0411.The orthometric height was determined by differential leveling
 PH0411.and adjusted by the National Geodetic Survey in June 1991..
 PH0411
 PH0411.The geoid height was determined by GEOID03.
 PH0411
 PH0411.The dynamic height is computed by dividing the NAVD 88
 PH0411.geopotential number by the normal gravity value computed on the
 PH0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0411.degrees latitude (g = 980.6199 gals.).
 PH0411
 PH0411.The modeled gravity was interpolated from observed gravity values.
 PH0411
 PH0411;                    North         East    Units  Estimated Accuracy
 PH0411;SPC NY E     -   648,100.      111,900.      MT  (+/- 180 meters Scaled)
 PH0411
 PH0411                          SUPERSEDED SURVEY CONTROL
 PH0411
 PH0411  NGVD 29 (??/??/92)  132.21   (m)          433.8    (f) COMPUTED    1 2
 PH0411
 PH0411.Superseded values are not recommended for survey control.
 PH0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0411.See file dsdata.txt to determine how the superseded data were derived.
 PH0411
 PH0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ015460(NAD 83)
 PH0411_MARKER: DB = BENCH MARK DISK
 PH0411_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PH0411_SP_SET: STEP
 PH0411_STAMPING: 433 1903
 PH0411_MARK LOGO: USGS  
 PH0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH0411+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 PH0411
 PH0411  HISTORY     - Date     Condition        Report By
 PH0411  HISTORY     - 1903     MONUMENTED       USGS
 PH0411  HISTORY     - 1942     GOOD             NGS
 PH0411  HISTORY     - 1963     GOOD             LDA
 PH0411  HISTORY     - 19890316 GOOD             NGS
 PH0411  HISTORY     - 20060523 GOOD             NYDT
 PH0411
 PH0411                          STATION DESCRIPTION
 PH0411
 PH0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0411'IN POTSDAM.
 PH0411'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT POTSDAM,
 PH0411'PROCEED 0.15 MILE SOUTHEAST TO THE INTERSECTION OF MARKET STREET
 PH0411'THENCE GO 0.15 MILE SOUTHWEST AONG MARKET STREET TO MAIN STREET,
 PH0411'THENCE GO 0.35 MILE TO THE CLARKSON COLLEGE AND SITE OF BENCHMARK.
 PH0411'BENCH MARK IS SET HORIZONTALLY IN THE TOP AND CENTER OF THE SECOND
 PH0411'STEP AND THE BASE OF MONUMENT IN FRONT OF THE MAIN ENTRANCE TO COLLEGE
 PH0411'BUILDING, 50.3 FEET SOUTH OF FLAG POLE.  A U.S. GEOLOGICAL DISK SET IN
 PH0411'DRILL HOLE.
 PH0411
 PH0411                          STATION RECOVERY (1963)
 PH0411
 PH0411'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH0411'RECOVERED IN GOOD CONDITION.
 PH0411
 PH0411                          STATION RECOVERY (1989)
 PH0411
 PH0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (DW)
 PH0411'NOTE--RECOVERED IN GOOD CONDITION. BUILDING AT CLARKSON UNIVERSITY IS
 PH0411'CALLED OLD MAIN BUILDING.  FLAG POLE IS GONE.  STATION IS ONE BLOCK
 PH0411'SOUTH OF INTERSECTION OF ROUTES US 11, NY 11B AND NY 56.
 PH0411
 PH0411                          STATION RECOVERY (2006)
 PH0411
 PH0411'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0411'SALT IS STARTING TO CORODE DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0451 ***********************************************************************
 PH0451  DESIGNATION -  433
 PH0451  PID         -  PH0451
 PH0451  STATE/COUNTY-  NY/FRANKLIN
 PH0451  USGS QUAD   -  BRUSHTON (1964)
 PH0451
 PH0451                         *CURRENT SURVEY CONTROL
 PH0451  ___________________________________________________________________
 PH0451* NAD 83(1986)-  44 49 50.     (N)    074 30 35.     (W)     SCALED    
 PH0451* NAVD 88     -       132.108  (meters)     433.42   (feet)  POSTED    
 PH0451  ___________________________________________________________________
 PH0451  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 PH0451  DYNAMIC HT  -         132.100 (meters)     433.40  (feet)  COMP
 PH0451  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PH0451
 PH0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PH0451
 PH0451.The horizontal coordinates were scaled from a topographic map and have
 PH0451.an estimated accuracy of +/- 6 seconds.
 PH0451
 PH0451.The orthometric height was determined by differential leveling
 PH0451.and adjusted by the National Geodetic Survey in 1992..
 PH0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PH0451.rate of 0.0 thru 1.0 mm/km.
 PH0451
 PH0451.The geoid height was determined by GEOID03.
 PH0451
 PH0451.The dynamic height is computed by dividing the NAVD 88
 PH0451.geopotential number by the normal gravity value computed on the
 PH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0451.degrees latitude (g = 980.6199 gals.).
 PH0451
 PH0451.The modeled gravity was interpolated from observed gravity values.
 PH0451
 PH0451;                    North         East    Units  Estimated Accuracy
 PH0451;SPC NY E     -   666,050.      149,230.      MT  (+/- 180 meters Scaled)
 PH0451
 PH0451                          SUPERSEDED SURVEY CONTROL
 PH0451
 PH0451  NGVD 29 (??/??/92)  132.211  (m)          433.76   (f) ADJ UNCH    1 2
 PH0451
 PH0451.Superseded values are not recommended for survey control.
 PH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0451.See file dsdata.txt to determine how the superseded data were derived.
 PH0451
 PH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ387642(NAD 83)
 PH0451_MARKER: N = NAIL
 PH0451_SETTING: 0 = UNSPECIFIED SETTING
 PH0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0451
 PH0451  HISTORY     - Date     Condition        Report By
 PH0451  HISTORY     - UNK      MONUMENTED       USGS
 PH0451  HISTORY     - 1919     GOOD             NGS
 PH0451  HISTORY     - 1935     MARK NOT FOUND   NGS
 PH0451
 PH0451                          STATION DESCRIPTION
 PH0451
 PH0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH0451'IN BRUSHTON.
 PH0451'AT BRUSHTON, FRANKLIN COUNTY, 150 FEET NORTH OF THE CENTER OF THE
 PH0451'RUTLAND RAILROAD STATION, 25 FEET EAST OF THE CENTER THE HIGHWAY AND
 PH0451'PAINTED 433.  A NAIL AND WASHER.
 PH0451
 PH0451                          STATION RECOVERY (1935)
 PH0451
 PH0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PH0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0522 ***********************************************************************
 OF0522  DESIGNATION -  433 USGS
 OF0522  PID         -  OF0522
 OF0522  STATE/COUNTY-  NY/CAYUGA
 OF0522  USGS QUAD   -  WEEDSPORT (1978)
 OF0522
 OF0522                         *CURRENT SURVEY CONTROL
 OF0522  ___________________________________________________________________
 OF0522* NAD 83(1986)-  43 02 52.     (N)    076 33 33.     (W)     SCALED    
 OF0522* NAVD 88     -       131.823  (meters)     432.49   (feet)  ADJUSTED  
 OF0522  ___________________________________________________________________
 OF0522  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OF0522  DYNAMIC HT  -         131.791 (meters)     432.38  (feet)  COMP
 OF0522  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 OF0522
 OF0522  VERT ORDER  -  FIRST     CLASS II
 OF0522
 OF0522.The horizontal coordinates were scaled from a topographic map and have
 OF0522.an estimated accuracy of +/- 6 seconds.
 OF0522
 OF0522.The orthometric height was determined by differential leveling
 OF0522.and adjusted by the National Geodetic Survey in June 1991..
 OF0522.WARNING-Repeat measurements at this control monument indicate possible
 OF0522.vertical movement.
 OF0522
 OF0522.The geoid height was determined by GEOID03.
 OF0522
 OF0522.The dynamic height is computed by dividing the NAVD 88
 OF0522.geopotential number by the normal gravity value computed on the
 OF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0522.degrees latitude (g = 980.6199 gals.).
 OF0522
 OF0522.The modeled gravity was interpolated from observed gravity values.
 OF0522
 OF0522;                    North         East    Units  Estimated Accuracy
 OF0522;SPC NY C     -   338,480.      251,970.      MT  (+/- 180 meters Scaled)
 OF0522
 OF0522                          SUPERSEDED SURVEY CONTROL
 OF0522
 OF0522  NGVD 29 (??/??/92)  132.026  (m)          433.16   (f) ADJ UNCH    1 2
 OF0522
 OF0522.Superseded values are not recommended for survey control.
 OF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0522.See file dsdata.txt to determine how the superseded data were derived.
 OF0522
 OF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN730673(NAD 83)
 OF0522_MARKER: DD = SURVEY DISK
 OF0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0522_SP_SET: WAU
 OF0522_STAMPING: 433
 OF0522_MARK LOGO: USGS  
 OF0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0522
 OF0522  HISTORY     - Date     Condition        Report By
 OF0522  HISTORY     - UNK      MONUMENTED       USGS
 OF0522  HISTORY     - 1942     GOOD             NGS
 OF0522  HISTORY     - 1969     GOOD             KONSKI
 OF0522  HISTORY     - 1982     GOOD             NGS
 OF0522
 OF0522                          STATION DESCRIPTION
 OF0522
 OF0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0522'AT WEEDSPORT.
 OF0522'BENCH MARK IS SET VERTICALLY IN THE NORTH WALL OF THE METHODIST
 OF0522'EPISCOPAL CHURCH, 0.6 FEET WEST OF THE NORTHEAST CORNER OF THE
 OF0522'BUILDING AND 1.8 FEET ABOVE THE GROUND. A STD, U.S.G.S. DISK SET IN
 OF0522'DRILL HOLE.
 OF0522
 OF0522                          STATION RECOVERY (1969)
 OF0522
 OF0522'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0522'RECOVERED IN GOOD CONDITION.
 OF0522
 OF0522                          STATION RECOVERY (1982)
 OF0522
 OF0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0522'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OF0522'IN WEEDSPORT, AT THE FIRST METHODIST CHURCH ON STATE HIGHWAY
 OF0522'31B (BRUTUS STREET), 0.3 KM (0.2 MI) EAST OF THE INTERSECTION
 OF0522'OF STATE HIGHWAY 34, SET VERTICALLY IN THE NORTH FACE OF THE
 OF0522'CHURCH NEAR THE NORTHEAST CORNER, 13.10 METERS (43.0 FT) SOUTH
 OF0522'OF THE CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT) EAST
 OF0522'OF THE CENTER OF THE MAIN ENTRANCE DOORS OF THE CHURCH,
 OF0522'0.18 METER (0.6 FT) WEST OF THE NORTHEAST CORNER OF THE CHURCH.
 OF0522'NOTE--THIS MARK HAS BEEN DESIGNATED A CLASS A BENCH MARK.
 OF0522'THE MARK IS 0.51 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1529 ***********************************************************************
 OF1529  DESIGNATION -  4332
 OF1529  PID         -  OF1529
 OF1529  STATE/COUNTY-  NY/MONROE
 OF1529  USGS QUAD   -  FAIRPORT (1978)
 OF1529
 OF1529                         *CURRENT SURVEY CONTROL
 OF1529  ___________________________________________________________________
 OF1529* NAD 83(1996)-  43 04 35.89286(N)    077 29 53.56187(W)     ADJUSTED  
 OF1529* NAVD 88     -       141.4    (meters)     464.     (feet)  VERTCON   
 OF1529  ___________________________________________________________________
 OF1529  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OF1529  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1529
 OF1529  HORZ ORDER  -  SECOND
 OF1529
 OF1529.The horizontal coordinates were established by classical geodetic methods
 OF1529.and adjusted by the National Geodetic Survey in January 1999..
 OF1529
 OF1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1529
 OF1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1529
 OF1529.The geoid height was determined by GEOID03.
 OF1529
 OF1529;                    North         East     Units Scale Factor Converg.
 OF1529;SPC NY W     -   342,254.898   438,366.668   MT  1.00003353   +0 44 28.2
 OF1529;SPC NY W     - 1,122,881.28  1,438,207.98   sFT  1.00003353   +0 44 28.2
 OF1529;SPC NY C     -   342,089.622   175,497.158   MT  1.00000576   -0 37 29.5
 OF1529;SPC NY C     - 1,122,339.03    575,776.93   sFT  1.00000576   -0 37 29.5
 OF1529;UTM  18      - 4,772,354.434   296,623.712   MT  1.00010885   -1 42 24.5
 OF1529
 OF1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1529!SPC NY W     -   0.99998336  x   1.00003353  =   1.00001689
 OF1529!SPC NY C     -   0.99998336  x   1.00000576  =   0.99998912
 OF1529!UTM  18      -   0.99998336  x   1.00010885  =   1.00009221
 OF1529
 OF1529                          SUPERSEDED SURVEY CONTROL
 OF1529
 OF1529  NAD 83(1986)-  43 04 35.90118(N)    077 29 53.55981(W) AD(       ) 2
 OF1529  NAD 27      -  43 04 35.67416(N)    077 29 54.57419(W) AD(       ) 2
 OF1529  NGVD 29 (07/19/86)  141.6    (m)          465.     (f) VERT ANG       
 OF1529
 OF1529.Superseded values are not recommended for survey control.
 OF1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1529.See file dsdata.txt to determine how the superseded data were derived.
 OF1529
 OF1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9662472354(NAD 83)
 OF1529_MARKER: DD = SURVEY DISK
 OF1529_SETTING: 0 = UNSPECIFIED SETTING
 OF1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1529+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 OF1529
 OF1529  HISTORY     - Date     Condition        Report By
 OF1529  HISTORY     - 1973     MONUMENTED       NY-055
 OF1529  HISTORY     - 19950515 GOOD             USPSQD
 OF1529  HISTORY     - 20051001 GOOD             USPSQD
 OF1529
 OF1529                          STATION DESCRIPTION
 OF1529
 OF1529'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1529'IN THE TOWN OF PITTSFORD IN THE SOUTH EAST CORNER OF THE
 OF1529'INTERSECTION OF EAST STREET (RTE. 056), AND JEFFERSON ROAD.
 OF1529'
 OF1529'16.2 FT E. OF CENTERLINE OF EAST STREET
 OF1529'
 OF1529'26.3 FT S. OF CENTERLINE OF JEFFERSON ROAD
 OF1529'
 OF1529'48.9 FT S. OF POLE 407 RTC 1
 OF1529'
 OF1529'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1529'4332 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT AND IN CAST IRON
 OF1529'FRAME AND COVER WHICH IS AT GRADE.
 OF1529
 OF1529                          STATION RECOVERY (1995)
 OF1529
 OF1529'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1529'RECOVERED IN GOOD CONDITION.
 OF1529
 OF1529                          STATION RECOVERY (2005)
 OF1529
 OF1529'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1532 ***********************************************************************
 OF1532  DESIGNATION -  4333
 OF1532  PID         -  OF1532
 OF1532  STATE/COUNTY-  NY/MONROE
 OF1532  USGS QUAD   -  FAIRPORT (1978)
 OF1532
 OF1532                         *CURRENT SURVEY CONTROL
 OF1532  ___________________________________________________________________
 OF1532* NAD 83(1996)-  43 04 32.70372(N)    077 29 55.21531(W)     ADJUSTED  
 OF1532* NAVD 88     -       143.0    (meters)     469.     (feet)  VERTCON   
 OF1532  ___________________________________________________________________
 OF1532  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 OF1532  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1532
 OF1532  HORZ ORDER  -  SECOND
 OF1532
 OF1532.The horizontal coordinates were established by classical geodetic methods
 OF1532.and adjusted by the National Geodetic Survey in January 1999..
 OF1532
 OF1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1532
 OF1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1532
 OF1532.The geoid height was determined by GEOID03.
 OF1532
 OF1532;                    North         East     Units Scale Factor Converg.
 OF1532;SPC NY W     -   342,156.004   438,330.538   MT  1.00003345   +0 44 27.0
 OF1532;SPC NY W     - 1,122,556.82  1,438,089.44   sFT  1.00003345   +0 44 27.0
 OF1532;SPC NY C     -   341,991.620   175,458.682   MT  1.00000583   -0 37 30.6
 OF1532;SPC NY C     - 1,122,017.51    575,650.69   sFT  1.00000583   -0 37 30.6
 OF1532;UTM  18      - 4,772,257.166   296,583.388   MT  1.00010905   -1 42 25.5
 OF1532
 OF1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1532!SPC NY W     -   0.99998311  x   1.00003345  =   1.00001656
 OF1532!SPC NY C     -   0.99998311  x   1.00000583  =   0.99998894
 OF1532!UTM  18      -   0.99998311  x   1.00010905  =   1.00009216
 OF1532
 OF1532                          SUPERSEDED SURVEY CONTROL
 OF1532
 OF1532  NAD 83(1986)-  43 04 32.71203(N)    077 29 55.21325(W) AD(       ) 2
 OF1532  NAD 27      -  43 04 32.48488(N)    077 29 56.22767(W) AD(       ) 2
 OF1532  NGVD 29 (07/19/86)  143.2    (m)          470.     (f) VERT ANG       
 OF1532
 OF1532.Superseded values are not recommended for survey control.
 OF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1532.See file dsdata.txt to determine how the superseded data were derived.
 OF1532
 OF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9658372257(NAD 83)
 OF1532_MARKER: DD = SURVEY DISK
 OF1532_SETTING: 0 = UNSPECIFIED SETTING
 OF1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1532
 OF1532  HISTORY     - Date     Condition        Report By
 OF1532  HISTORY     - 1973     MONUMENTED       NY-055
 OF1532  HISTORY     - 19910406 GOOD             USPSQD
 OF1532  HISTORY     - 19950515 GOOD             USPSQD
 OF1532
 OF1532                          STATION DESCRIPTION
 OF1532
 OF1532'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1532'IN THE TOWN OF PITTSFORD ON THE WEST SIDE OF EAST STREET (RT. 056),
 OF1532'0.65 MI. N OF MILL ROAD, AND 0.1 MI. S. OF PITTSFORD VICTOR ROAD.
 OF1532'
 OF1532'18.1 FT W OF C.L. OF EAST STREET
 OF1532'
 OF1532'13.3 FT S. OF MANHOLE
 OF1532'
 OF1532'27.1 FT S OF SOUTH RANGELINE OF HOUSE 15
 OF1532'
 OF1532'4.9 E OF MONROE COUNTY WITNESS POST
 OF1532'
 OF1532'84.8 S.E. OF S.E. CORNER OF HOUSE
 OF1532'
 OF1532'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1532'4333 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF1532
 OF1532                          STATION RECOVERY (1991)
 OF1532
 OF1532'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1532'RECOVERED IN GOOD CONDITION.
 OF1532
 OF1532                          STATION RECOVERY (1995)
 OF1532
 OF1532'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1530 ***********************************************************************
 OF1530  DESIGNATION -  4334
 OF1530  PID         -  OF1530
 OF1530  STATE/COUNTY-  NY/MONROE
 OF1530  USGS QUAD   -  FAIRPORT (1978)
 OF1530
 OF1530                         *CURRENT SURVEY CONTROL
 OF1530  ___________________________________________________________________
 OF1530* NAD 83(1996)-  43 04 23.57542(N)    077 29 53.69034(W)     ADJUSTED  
 OF1530* NAVD 88     -       140.6    (meters)     461.     (feet)  VERTCON   
 OF1530  ___________________________________________________________________
 OF1530  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 OF1530  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF1530
 OF1530  HORZ ORDER  -  SECOND
 OF1530
 OF1530.The horizontal coordinates were established by classical geodetic methods
 OF1530.and adjusted by the National Geodetic Survey in January 1999..
 OF1530
 OF1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1530
 OF1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1530
 OF1530.The geoid height was determined by GEOID03.
 OF1530
 OF1530;                    North         East     Units Scale Factor Converg.
 OF1530;SPC NY W     -   341,874.769   438,368.679   MT  1.00003353   +0 44 27.9
 OF1530;SPC NY W     - 1,121,634.14  1,438,214.57   sFT  1.00003353   +0 44 27.9
 OF1530;SPC NY C     -   341,709.564   175,490.107   MT  1.00000577   -0 37 29.5
 OF1530;SPC NY C     - 1,121,092.13    575,753.79   sFT  1.00000577   -0 37 29.5
 OF1530;UTM  18      - 4,771,974.538   296,609.484   MT  1.00010892   -1 42 24.2
 OF1530
 OF1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1530!SPC NY W     -   0.99998348  x   1.00003353  =   1.00001701
 OF1530!SPC NY C     -   0.99998348  x   1.00000577  =   0.99998925
 OF1530!UTM  18      -   0.99998348  x   1.00010892  =   1.00009240
 OF1530
 OF1530:                Primary Azimuth Mark                     Grid Az
 OF1530:SPC NY W     -  TP 9041                                  085 58 32.8
 OF1530:SPC NY C     -  TP 9041                                  087 20 30.2
 OF1530:UTM  18      -  TP 9041                                  088 25 24.9
 OF1530
 OF1530|---------------------------------------------------------------------|
 OF1530| PID    Reference Object                     Distance      Geod. Az  |
 OF1530|                                                           dddmmss.s |
 OF1530| OF1522 TP 9041                             443.781 METERS 0864300.7 |
 OF1530| OF1528 037 ECC                             488.339 METERS 1790937.5 |
 OF1530| OF1532 4333                                283.799 METERS 35301     |
 OF1530|---------------------------------------------------------------------|
 OF1530
 OF1530                          SUPERSEDED SURVEY CONTROL
 OF1530
 OF1530  NAD 83(1986)-  43 04 23.58374(N)    077 29 53.68826(W) AD(       ) 2
 OF1530  NAD 27      -  43 04 23.35665(N)    077 29 54.70286(W) AD(       ) 2
 OF1530  NGVD 29 (07/19/86)  140.8    (m)          462.     (f) VERT ANG       
 OF1530
 OF1530.Superseded values are not recommended for survey control.
 OF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1530.See file dsdata.txt to determine how the superseded data were derived.
 OF1530
 OF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9660971975(NAD 83)
 OF1530_MARKER: DD = SURVEY DISK
 OF1530_SETTING: 0 = UNSPECIFIED SETTING
 OF1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1530
 OF1530  HISTORY     - Date     Condition        Report By
 OF1530  HISTORY     - 1973     MONUMENTED       NY-055
 OF1530  HISTORY     - 19910406 GOOD             USPSQD
 OF1530  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF1530
 OF1530                          STATION DESCRIPTION
 OF1530
 OF1530'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1530'IN THE TOWN OF PITTSFORD ON THE EAST SIDE EAST STREET (RT. 056),
 OF1530'0.45 MI. N OF MILL ROAD , AND 0.28 MI. S OF PITTSFORD VICTON RD.
 OF1530'
 OF1530'14.7 FT E OF C.L. OF EAST STREET
 OF1530'
 OF1530'49.6 FT E OF POLE RGE 5A RTC 91/2
 OF1530'
 OF1530'141.0 FT SE OF POLE RGE 5 RTC 9
 OF1530'
 OF1530'4.0 FT W OF MONROE COUNTY WITNESS POST
 OF1530'
 OF1530'130 FT + OR - N. OF N. RANGELINE OF HOUSE NO.57
 OF1530'
 OF1530'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1530'4334 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT.
 OF1530
 OF1530                          STATION RECOVERY (1991)
 OF1530
 OF1530'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1530'RECOVERED IN GOOD CONDITION.
 OF1530
 OF1530                          STATION RECOVERY (1995)
 OF1530
 OF1530'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1531 ***********************************************************************
 OF1531  DESIGNATION -  4335
 OF1531  PID         -  OF1531
 OF1531  STATE/COUNTY-  NY/MONROE
 OF1531  USGS QUAD   -  FAIRPORT (1978)
 OF1531
 OF1531                         *CURRENT SURVEY CONTROL
 OF1531  ___________________________________________________________________
 OF1531* NAD 83(1996)-  43 03 43.41020(N)    077 29 54.72787(W)     ADJUSTED  
 OF1531* NAVD 88     -       132.2    (meters)     434.     (feet)  VERTCON   
 OF1531  ___________________________________________________________________
 OF1531  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OF1531  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF1531
 OF1531  HORZ ORDER  -  SECOND
 OF1531
 OF1531.The horizontal coordinates were established by classical geodetic methods
 OF1531.and adjusted by the National Geodetic Survey in January 1999..
 OF1531
 OF1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1531
 OF1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1531
 OF1531.The geoid height was determined by GEOID03.
 OF1531
 OF1531;                    North         East     Units Scale Factor Converg.
 OF1531;SPC NY W     -   340,635.051   438,361.234   MT  1.00003352   +0 44 26.7
 OF1531;SPC NY W     - 1,117,566.83  1,438,190.15   sFT  1.00003352   +0 44 26.7
 OF1531;SPC NY C     -   340,470.409   175,453.115   MT  1.00000584   -0 37 29.7
 OF1531;SPC NY C     - 1,117,026.67    575,632.43   sFT  1.00000584   -0 37 29.7
 OF1531;UTM  18      - 4,770,736.175   296,549.099   MT  1.00010923   -1 42 23.6
 OF1531
 OF1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1531!SPC NY W     -   0.99998480  x   1.00003352  =   1.00001832
 OF1531!SPC NY C     -   0.99998480  x   1.00000584  =   0.99999064
 OF1531!UTM  18      -   0.99998480  x   1.00010923  =   1.00009402
 OF1531
 OF1531:                Primary Azimuth Mark                     Grid Az
 OF1531:SPC NY W     -  4336                                     168 16 16.0
 OF1531:SPC NY C     -  4336                                     169 38 12.4
 OF1531:UTM  18      -  4336                                     170 43 06.3
 OF1531
 OF1531|---------------------------------------------------------------------|
 OF1531| PID    Reference Object                     Distance      Geod. Az  |
 OF1531|                                                           dddmmss.s |
 OF1531| OF1527 4336                                430.537 METERS 1690042.7 |
 OF1531|---------------------------------------------------------------------|
 OF1531
 OF1531                          SUPERSEDED SURVEY CONTROL
 OF1531
 OF1531  NAD 83(1986)-  43 03 43.41852(N)    077 29 54.72570(W) AD(       ) 2
 OF1531  NAD 27      -  43 03 43.19105(N)    077 29 55.74063(W) AD(       ) 2
 OF1531  NGVD 29 (07/19/86)  132.4    (m)          434.     (f) VERT ANG       
 OF1531
 OF1531.Superseded values are not recommended for survey control.
 OF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1531.See file dsdata.txt to determine how the superseded data were derived.
 OF1531
 OF1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9654970736(NAD 83)
 OF1531_MARKER: DD = SURVEY DISK
 OF1531_SETTING: 0 = UNSPECIFIED SETTING
 OF1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1531+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 OF1531
 OF1531  HISTORY     - Date     Condition        Report By
 OF1531  HISTORY     - 1973     MONUMENTED       NY-055
 OF1531  HISTORY     - 19910406 GOOD             USPSQD
 OF1531  HISTORY     - 19950515 GOOD             USPSQD
 OF1531  HISTORY     - 20051001 GOOD             USPSQD
 OF1531
 OF1531                          STATION DESCRIPTION
 OF1531
 OF1531'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1531'IN THE TOWN OF PITTSFORD ON THE WEST SIDE OF EAST STREET (RT.
 OF1531'056), 0.55 MI N OF THORNELL ROAD, AND 0.3 MI. S OF MILL RD.
 OF1531'
 OF1531'15.9 FT W OF C.L. OF EAST ST.
 OF1531'
 OF1531'23.0 FT NE OF POLE RGE 22
 OF1531'
 OF1531'45.5 FT S OF NORTH RANGELINE OF GARAGE OF HOUSE 212 ACROSS
 OF1531'STREET
 OF1531'
 OF1531'9.0 FT E OF MONROE COUNTY WITNESS POST
 OF1531'
 OF1531'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1531'4335 IN THE TOP OF A CONCRETE POST.
 OF1531
 OF1531                          STATION RECOVERY (1991)
 OF1531
 OF1531'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1531'RECOVERED IN GOOD CONDITION.
 OF1531
 OF1531                          STATION RECOVERY (1995)
 OF1531
 OF1531'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1531'RECOVERED IN GOOD CONDITION.
 OF1531
 OF1531                          STATION RECOVERY (2005)
 OF1531
 OF1531'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1527 ***********************************************************************
 OF1527  DESIGNATION -  4336
 OF1527  PID         -  OF1527
 OF1527  STATE/COUNTY-  NY/MONROE
 OF1527  USGS QUAD   -  FAIRPORT (1978)
 OF1527
 OF1527                         *CURRENT SURVEY CONTROL
 OF1527  ___________________________________________________________________
 OF1527* NAD 83(1996)-  43 03 29.71440(N)    077 29 51.10140(W)     ADJUSTED  
 OF1527* NAVD 88     -       136.4    (meters)     448.     (feet)  VERTCON   
 OF1527  ___________________________________________________________________
 OF1527  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 OF1527  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1527
 OF1527  HORZ ORDER  -  SECOND
 OF1527
 OF1527.The horizontal coordinates were established by classical geodetic methods
 OF1527.and adjusted by the National Geodetic Survey in January 1999..
 OF1527
 OF1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1527
 OF1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1527
 OF1527.The geoid height was determined by GEOID03.
 OF1527
 OF1527;                    North         East     Units Scale Factor Converg.
 OF1527;SPC NY W     -   340,213.489   438,448.756   MT  1.00003371   +0 44 28.9
 OF1527;SPC NY W     - 1,116,183.76  1,438,477.29   sFT  1.00003371   +0 44 28.9
 OF1527;SPC NY C     -   340,046.893   175,530.564   MT  1.00000570   -0 37 27.1
 OF1527;SPC NY C     - 1,115,637.18    575,886.53   sFT  1.00000570   -0 37 27.1
 OF1527;UTM  18      - 4,770,311.228   296,618.547   MT  1.00010888   -1 42 20.7
 OF1527
 OF1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1527!SPC NY W     -   0.99998413  x   1.00003371  =   1.00001784
 OF1527!SPC NY C     -   0.99998413  x   1.00000570  =   0.99998983
 OF1527!UTM  18      -   0.99998413  x   1.00010888  =   1.00009301
 OF1527
 OF1527:                Primary Azimuth Mark                     Grid Az
 OF1527:SPC NY W     -  4337                                     175 24 12.9
 OF1527:SPC NY C     -  4337                                     176 46 08.9
 OF1527:UTM  18      -  4337                                     177 51 02.5
 OF1527
 OF1527|---------------------------------------------------------------------|
 OF1527| PID    Reference Object                     Distance      Geod. Az  |
 OF1527|                                                           dddmmss.s |
 OF1527| OF1526 4337                                446.330 METERS 1760841.8 |
 OF1527| OF1531 4335                                430.537 METERS 3490045.2 |
 OF1527|---------------------------------------------------------------------|
 OF1527
 OF1527                          SUPERSEDED SURVEY CONTROL
 OF1527
 OF1527  NAD 83(1986)-  43 03 29.72272(N)    077 29 51.09920(W) AD(       ) 2
 OF1527  NAD 27      -  43 03 29.49524(N)    077 29 52.11436(W) AD(       ) 2
 OF1527  NGVD 29 (07/19/86)  136.6    (m)          448.     (f) VERT ANG       
 OF1527
 OF1527.Superseded values are not recommended for survey control.
 OF1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1527.See file dsdata.txt to determine how the superseded data were derived.
 OF1527
 OF1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9661970311(NAD 83)
 OF1527_MARKER: DD = SURVEY DISK
 OF1527_SETTING: 0 = UNSPECIFIED SETTING
 OF1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1527+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 OF1527
 OF1527  HISTORY     - Date     Condition        Report By
 OF1527  HISTORY     - 1973     MONUMENTED       NY-055
 OF1527  HISTORY     - 19950515 GOOD             USPSQD
 OF1527  HISTORY     - 20051001 GOOD             USPSQD
 OF1527
 OF1527                          STATION DESCRIPTION
 OF1527
 OF1527'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1527'IN THE TOWN OF PITTSFORD, ON THE EAST SIDE OF EAST STREET
 OF1527'(RT. 056), 0.3 MI N OF THORNELL ROAD, AND 0.55 MI S OF MILL ROAD.
 OF1527'
 OF1527'17.6 FT E OF C.L. OF EAST STREET
 OF1527'
 OF1527'4.8 FT NW OF SANITARY MANHOLE
 OF1527'
 OF1527'12.7 FT SW OF NORTH END OF SPLIT RAIL FENCE
 OF1527'
 OF1527'6.9 FT W OF MONROE COUNTY WITNESS POST
 OF1527'
 OF1527'80.3 FT S.W. OF S.W. CORNER OF ATTACHED GARAGE, HOUSE NO. 272
 OF1527'
 OF1527'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4336
 OF1527'IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF1527
 OF1527                          STATION RECOVERY (1995)
 OF1527
 OF1527'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1527'RECOVERED IN GOOD CONDITION.
 OF1527
 OF1527                          STATION RECOVERY (2005)
 OF1527
 OF1527'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1526 ***********************************************************************
 OF1526  DESIGNATION -  4337
 OF1526  PID         -  OF1526
 OF1526  STATE/COUNTY-  NY/MONROE
 OF1526  USGS QUAD   -  FAIRPORT (1978)
 OF1526
 OF1526                         *CURRENT SURVEY CONTROL
 OF1526  ___________________________________________________________________
 OF1526* NAD 83(1996)-  43 03 15.28379(N)    077 29 49.77539(W)     ADJUSTED  
 OF1526* NAVD 88     -       137.2    (meters)     450.     (feet)  VERTCON   
 OF1526  ___________________________________________________________________
 OF1526  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OF1526  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF1526
 OF1526  HORZ ORDER  -  SECOND
 OF1526
 OF1526.The horizontal coordinates were established by classical geodetic methods
 OF1526.and adjusted by the National Geodetic Survey in January 1999..
 OF1526
 OF1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1526
 OF1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1526
 OF1526.The geoid height was determined by GEOID03.
 OF1526
 OF1526;                    North         East     Units Scale Factor Converg.
 OF1526;SPC NY W     -   339,768.580   438,484.525   MT  1.00003378   +0 44 29.6
 OF1526;SPC NY W     - 1,114,724.08  1,438,594.65   sFT  1.00003378   +0 44 29.6
 OF1526;SPC NY C     -   339,601.270   175,555.720   MT  1.00000565   -0 37 26.0
 OF1526;SPC NY C     - 1,114,175.17    575,969.06   sFT  1.00000565   -0 37 26.0
 OF1526;UTM  18      - 4,769,865.164   296,635.289   MT  1.00010880   -1 42 19.3
 OF1526
 OF1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1526!SPC NY W     -   0.99998401  x   1.00003378  =   1.00001779
 OF1526!SPC NY C     -   0.99998401  x   1.00000565  =   0.99998966
 OF1526!UTM  18      -   0.99998401  x   1.00010880  =   1.00009281
 OF1526
 OF1526:                Primary Azimuth Mark                     Grid Az
 OF1526:SPC NY W     -  040 ECC                                  191 42 34.0
 OF1526:SPC NY C     -  040 ECC                                  193 04 29.6
 OF1526:UTM  18      -  040 ECC                                  194 09 22.9
 OF1526
 OF1526|---------------------------------------------------------------------|
 OF1526| PID    Reference Object                     Distance      Geod. Az  |
 OF1526|                                                           dddmmss.s |
 OF1526| OF1535 040 ECC                             APPROX. 0.7 KM 1922703.6 |
 OF1526| OF1527 4336                                446.330 METERS 3560842.7 |
 OF1526|---------------------------------------------------------------------|
 OF1526
 OF1526                          SUPERSEDED SURVEY CONTROL
 OF1526
 OF1526  NAD 83(1986)-  43 03 15.29211(N)    077 29 49.77314(W) AD(       ) 2
 OF1526  NAD 27      -  43 03 15.06453(N)    077 29 50.78840(W) AD(       ) 2
 OF1526  NGVD 29 (07/19/86)  137.4    (m)          451.     (f) VERT ANG       
 OF1526
 OF1526.Superseded values are not recommended for survey control.
 OF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1526.See file dsdata.txt to determine how the superseded data were derived.
 OF1526
 OF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9663569865(NAD 83)
 OF1526_MARKER: DD = SURVEY DISK
 OF1526_SETTING: 0 = UNSPECIFIED SETTING
 OF1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1526
 OF1526  HISTORY     - Date     Condition        Report By
 OF1526  HISTORY     - 1973     MONUMENTED       NY-055
 OF1526  HISTORY     - 19910406 GOOD             USPSQD
 OF1526  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 OF1526
 OF1526                          STATION DESCRIPTION
 OF1526
 OF1526'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1526'IN THE TOWN OF PITTSFORD, IN PAVEMENT IN THE NORTHEAST CORNER
 OF1526'OF THE INTERSECTION OF THORNELL ROAD, AND EAST STREET (RT. 056)
 OF1526'
 OF1526'8.0 FT N OF C.L. OF THORNELL ROAD
 OF1526'
 OF1526'22.7 FT E OF C.L. OF EAST STREET
 OF1526'
 OF1526'13.3 FT SW OF MANHOLE
 OF1526'
 OF1526'33.0 FT SW OF POLE RGE 3, 372 RTC
 OF1526'
 OF1526'22.7 FT SW OF STREET SIGN
 OF1526'
 OF1526'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1526'4337 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT AND IN A
 OF1526'CAST IRON FRAME COVERED WHICH IS AT GRADE.
 OF1526
 OF1526                          STATION RECOVERY (1991)
 OF1526
 OF1526'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1526'RECOVERED IN GOOD CONDITION.
 OF1526
 OF1526                          STATION RECOVERY (1995)
 OF1526
 OF1526'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1047 ***********************************************************************
 OF1047  DESIGNATION -  434
 OF1047  PID         -  OF1047
 OF1047  STATE/COUNTY-  NY/MONROE
 OF1047  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1047
 OF1047                         *CURRENT SURVEY CONTROL
 OF1047  ___________________________________________________________________
 OF1047* NAD 83(1996)-  43 06 54.78712(N)    077 39 52.53496(W)     ADJUSTED  
 OF1047* NAVD 88     -       163.793  (meters)     537.38   (feet)  ADJUSTED  
 OF1047  ___________________________________________________________________
 OF1047  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 OF1047  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF1047  DYNAMIC HT  -         163.751 (meters)     537.24  (feet)  COMP
 OF1047  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 OF1047
 OF1047  HORZ ORDER  -  SECOND
 OF1047  VERT ORDER  -  FIRST     CLASS II
 OF1047
 OF1047.The horizontal coordinates were established by classical geodetic methods
 OF1047.and adjusted by the National Geodetic Survey in January 1999..
 OF1047
 OF1047.The orthometric height was determined by differential leveling
 OF1047.and adjusted by the National Geodetic Survey in September 1994..
 OF1047
 OF1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1047
 OF1047.The geoid height was determined by GEOID03.
 OF1047
 OF1047.The dynamic height is computed by dividing the NAVD 88
 OF1047.geopotential number by the normal gravity value computed on the
 OF1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1047.degrees latitude (g = 980.6199 gals.).
 OF1047
 OF1047.The modeled gravity was interpolated from observed gravity values.
 OF1047
 OF1047;                    North         East     Units Scale Factor Converg.
 OF1047;SPC NY W     -   346,379.052   424,770.385   MT  1.00000625   +0 37 40.6
 OF1047;SPC NY W     - 1,136,411.94  1,393,600.84   sFT  1.00000625   +0 37 40.6
 OF1047;UTM  18      - 4,777,056.348   283,214.406   MT  1.00017817   -1 49 18.7
 OF1047
 OF1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1047!SPC NY W     -   0.99997987  x   1.00000625  =   0.99998611
 OF1047!UTM  18      -   0.99997987  x   1.00017817  =   1.00015803
 OF1047
 OF1047:                Primary Azimuth Mark                     Grid Az
 OF1047:SPC NY W     -  ROCHESTER EASTMAN BLDG DOME              035 10 26.6
 OF1047:UTM  18      -  ROCHESTER EASTMAN BLDG DOME              037 37 25.9
 OF1047
 OF1047|---------------------------------------------------------------------|
 OF1047| PID    Reference Object                     Distance      Geod. Az  |
 OF1047|                                                           dddmmss.s |
 OF1047| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX. 6.2 KM 0354807.2 |
 OF1047| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 3.3 KM 0632148.0 |
 OF1047| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX. 7.0 KM 0705707.9 |
 OF1047| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX. 6.9 KM 0710906.5 |
 OF1047|---------------------------------------------------------------------|
 OF1047
 OF1047                          SUPERSEDED SURVEY CONTROL
 OF1047
 OF1047  NAD 83(1986)-  43 06 54.79412(N)    077 39 52.53381(W) AD(       ) 2
 OF1047  NAD 27      -  43 06 54.57170(N)    077 39 53.52381(W) AD(       ) 2
 OF1047  NAVD 88 (06/15/91)  163.800  (m)          537.40   (f) UNKNOWN     1 2
 OF1047  NGVD 29 (??/??/92)  163.976  (m)          537.98   (f) ADJ UNCH    1 2
 OF1047
 OF1047.Superseded values are not recommended for survey control.
 OF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1047.See file dsdata.txt to determine how the superseded data were derived.
 OF1047
 OF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8321477056(NAD 83)
 OF1047_MARKER: DD = SURVEY DISK
 OF1047_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1047_STAMPING: 434
 OF1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1047
 OF1047  HISTORY     - Date     Condition        Report By
 OF1047  HISTORY     - 1941     MONUMENTED       NYGS
 OF1047  HISTORY     - 1947     GOOD             NGS
 OF1047  HISTORY     - 1975     GOOD             NY-055
 OF1047  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF1047
 OF1047                          STATION DESCRIPTION
 OF1047
 OF1047'DESCRIBED BY NEW YORK GEODETIC SURVEY 1941
 OF1047'1.4 MI SW FROM ROCHESTER.
 OF1047'1.4 MILES SOUTHWEST OF THE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 OF1047'BARGE CANAL, NEAR THE ROCHESTER MUNICIPAL AIRPORT, ABOUT 200 FEET
 OF1047'SOUTHWEST OF THE ROAD LEADING WEST TO THE AIRPORT, 16 FEET
 OF1047'NORTHWEST OF THE NORTHWEST EDGE OF STATE HIGHWAY NO. 35, 37.3 FEET
 OF1047'SOUTH OF THE SOUTH CORNER OF THE FIRST HOUSE SOUTHWEST OF THE
 OF1047'INTERSECTION OF NO. 33 AND THE AIRPORT ROAD, 3.4 FEET SOUTHEAST OF
 OF1047'A METAL MARKER PAINTED U.S. MARKER A STANDARD STATE GEODETIC SURVEY
 OF1047'DISK STAMPED 434.
 OF1047
 OF1047                          STATION RECOVERY (1947)
 OF1047
 OF1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 OF1047'RECOVERED IN GOOD CONDITION.
 OF1047
 OF1047                          STATION RECOVERY (1975)
 OF1047
 OF1047'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF1047'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF1047'IN THE TOWN OF CHILI ON THE W SIDE OF SCOTTSVILLE RD, 0.1 MI SW OF
 OF1047'AIRPORT ENTRANCE, 35.7 FT W OF CENTERLINE OF SCOTTSVILLE RD, 16.0 FT W
 OF1047'OF W EDGE OF PAVEMENT, 40.6 FT N OF UTILITY POLE RGE 33B, AND 1.0 FT E
 OF1047'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF1047'STAMPED---434---IN CONCRETE POST AT GRADE.
 OF1047
 OF1047                          STATION RECOVERY (2001)
 OF1047
 OF1047'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2124 ***********************************************************************
 OF2124  DESIGNATION -  435 MCGS 1969
 OF2124  PID         -  OF2124
 OF2124  STATE/COUNTY-  NY/MONROE
 OF2124  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2124
 OF2124                         *CURRENT SURVEY CONTROL
 OF2124  ___________________________________________________________________
 OF2124* NAD 83(1996)-  43 07 06.93368(N)    077 39 22.19284(W)     ADJUSTED  
 OF2124* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 OF2124  ___________________________________________________________________
 OF2124  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 OF2124  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2124
 OF2124  HORZ ORDER  -  SECOND
 OF2124
 OF2124.The horizontal coordinates were established by classical geodetic methods
 OF2124.and adjusted by the National Geodetic Survey in January 1999..
 OF2124
 OF2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2124
 OF2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2124
 OF2124.The geoid height was determined by GEOID03.
 OF2124
 OF2124;                    North         East     Units Scale Factor Converg.
 OF2124;SPC NY W     -   346,761.424   425,452.173   MT  1.00000751   +0 38 01.5
 OF2124;SPC NY W     - 1,137,666.44  1,395,837.67   sFT  1.00000751   +0 38 01.5
 OF2124;UTM  18      - 4,777,409.287   283,912.035   MT  1.00017445   -1 48 58.4
 OF2124
 OF2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2124!SPC NY W     -   0.99998038  x   1.00000751  =   0.99998789
 OF2124!UTM  18      -   0.99998038  x   1.00017445  =   1.00015483
 OF2124
 OF2124:                Primary Azimuth Mark                     Grid Az
 OF2124:SPC NY W     -  4503                                     057 13 39.2
 OF2124:UTM  18      -  4503                                     059 40 39.1
 OF2124
 OF2124|---------------------------------------------------------------------|
 OF2124| PID    Reference Object                     Distance      Geod. Az  |
 OF2124|                                                           dddmmss.s |
 OF2124| OF2137 4503                                APPROX. 0.6 KM 0575140.7 |
 OF2124| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 5.9 KM 3464625.3 |
 OF2124|---------------------------------------------------------------------|
 OF2124
 OF2124                          SUPERSEDED SURVEY CONTROL
 OF2124
 OF2124  NAD 83(1986)-  43 07 06.94073(N)    077 39 22.19172(W) AD(       ) 2
 OF2124  NAD 27      -  43 07 06.71803(N)    077 39 23.18275(W) AD(       ) 2
 OF2124  NGVD 29 (07/19/86)  160.7    (m)          527.     (f) VERT ANG       
 OF2124
 OF2124.Superseded values are not recommended for survey control.
 OF2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2124.See file dsdata.txt to determine how the superseded data were derived.
 OF2124
 OF2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8391277409(NAD 83)
 OF2124_MARKER: DD = SURVEY DISK
 OF2124_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2124
 OF2124  HISTORY     - Date     Condition        Report By
 OF2124  HISTORY     - 1969     MONUMENTED       NY-055
 OF2124  HISTORY     - 1975     GOOD             NY-055
 OF2124  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2124
 OF2124                          STATION DESCRIPTION
 OF2124
 OF2124'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2124'IN CHILI,
 OF2124'
 OF2124'1.0 MILES EAST OF AIRPORT 1969.
 OF2124'
 OF2124'ON SCOTTSVILLE ROAD, 0.6 MILES SOUTHWEST OF BARGE CANAL IN FRONT
 OF2124'OF DRIVE-IN THEATER.
 OF2124'
 OF2124'2.1 FEET NORTHEAST OF GRASS ISLAND.
 OF2124'
 OF2124'27.5 FEET SOUTHEAST OF CENTERLINE.
 OF2124'
 OF2124'10.3 FEET SOUTHWEST OF RG AND E POLE 21-A1.
 OF2124'
 OF2124'118.2 FEET SOUTHWEST OF RG AND E POLE 21.
 OF2124'
 OF2124'122.2 FEET NORTHEAST OF RG AND E POLE 22.
 OF2124'
 OF2124'200 FEET NORTHEAST OF CENTERLINE OF ENTRANCE ROAD TO KODAK HANGAR.
 OF2124'
 OF2124'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2124'DISK STAMPED 435 IN THE TOP OF A CONCRETE POST 0.8 FEET BELOW GRADE.
 OF2124
 OF2124                          STATION RECOVERY (1975)
 OF2124
 OF2124'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2124'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2124
 OF2124                          STATION RECOVERY (2001)
 OF2124
 OF2124'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0484 ***********************************************************************
 NB0484  DESIGNATION -  437
 NB0484  PID         -  NB0484
 NB0484  STATE/COUNTY-  NY/CAYUGA
 NB0484  USGS QUAD   -  UNION SPRINGS (1955)
 NB0484
 NB0484                         *CURRENT SURVEY CONTROL
 NB0484  ___________________________________________________________________
 NB0484* NAD 83(1986)-  42 45 08.     (N)    076 42 08.     (W)     SCALED    
 NB0484* NAVD 88     -       132.516  (meters)     434.76   (feet)  ADJUSTED  
 NB0484  ___________________________________________________________________
 NB0484  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NB0484  DYNAMIC HT  -         132.480 (meters)     434.64  (feet)  COMP
 NB0484  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 NB0484
 NB0484  VERT ORDER  -  FIRST     CLASS II
 NB0484
 NB0484.The horizontal coordinates were scaled from a topographic map and have
 NB0484.an estimated accuracy of +/- 6 seconds.
 NB0484
 NB0484.The orthometric height was determined by differential leveling
 NB0484.and adjusted by the National Geodetic Survey in June 1991..
 NB0484
 NB0484.The geoid height was determined by GEOID03.
 NB0484
 NB0484.The dynamic height is computed by dividing the NAVD 88
 NB0484.geopotential number by the normal gravity value computed on the
 NB0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0484.degrees latitude (g = 980.6199 gals.).
 NB0484
 NB0484.The modeled gravity was interpolated from observed gravity values.
 NB0484
 NB0484;                    North         East    Units  Estimated Accuracy
 NB0484;SPC NY C     -   305,650.      240,270.      MT  (+/- 180 meters Scaled)
 NB0484
 NB0484                          SUPERSEDED SURVEY CONTROL
 NB0484
 NB0484  NGVD 29 (??/??/92)  132.681  (m)          435.30   (f) ADJ UNCH    1 2
 NB0484
 NB0484.Superseded values are not recommended for survey control.
 NB0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0484.See file dsdata.txt to determine how the superseded data were derived.
 NB0484
 NB0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN606347(NAD 83)
 NB0484_MARKER: B = BOLT
 NB0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0484_SP_SET: CONCRETE DOOR SILL
 NB0484_STAMPING: 437
 NB0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0484
 NB0484  HISTORY     - Date     Condition        Report By
 NB0484  HISTORY     - UNK      MONUMENTED       USGS
 NB0484  HISTORY     - 1933     GOOD             NGS
 NB0484  HISTORY     - 1944     GOOD             CORUNI
 NB0484  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0484  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0484
 NB0484                          STATION DESCRIPTION
 NB0484
 NB0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0484'AT AURORA.
 NB0484'IN THE BUILDING OCCUPIED BY THE CAYUGA MILITARY ACADEMY AT THE WEST
 NB0484'END OF THE DOOR SILL AT THE SOUTH ENTRANCE TO THE BUILDING, 100 YDS.
 NB0484'EAST OF HIGHWAY NO. 90, 2 FT. WEST OF CENTER LINE OF THE DOORWAY AND,
 NB0484'6 IN. ABOVE THE LEVEL OF THE CONCRETE PORCH.
 NB0484
 NB0484                          STATION RECOVERY (1944)
 NB0484
 NB0484'RECOVERY NOTE BY CORNELL UNIVERSITY 1944
 NB0484'RECOVERED IN GOOD CONDITION.
 NB0484
 NB0484                          STATION RECOVERY (1982)
 NB0484
 NB0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0484'MARK NOT FOUND.
 NB0484
 NB0484                          STATION RECOVERY (1985)
 NB0484
 NB0484'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0763 ***********************************************************************
 OF0763  DESIGNATION -  438 1899
 OF0763  PID         -  OF0763
 OF0763  STATE/COUNTY-  NY/WAYNE
 OF0763  USGS QUAD   -  LYONS (1978)
 OF0763
 OF0763                         *CURRENT SURVEY CONTROL
 OF0763  ___________________________________________________________________
 OF0763* NAD 83(1986)-  43 03 50.     (N)    076 59 40.     (W)     SCALED    
 OF0763* NAVD 88     -       133.387  (meters)     437.62   (feet)  ADJUSTED  
 OF0763  ___________________________________________________________________
 OF0763  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OF0763  DYNAMIC HT  -         133.353 (meters)     437.51  (feet)  COMP
 OF0763  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 OF0763
 OF0763  VERT ORDER  -  SECOND    CLASS 0
 OF0763
 OF0763.The horizontal coordinates were scaled from a topographic map and have
 OF0763.an estimated accuracy of +/- 6 seconds.
 OF0763
 OF0763.The orthometric height was determined by differential leveling
 OF0763.and adjusted by the National Geodetic Survey in June 1991..
 OF0763
 OF0763.The geoid height was determined by GEOID03.
 OF0763
 OF0763.The dynamic height is computed by dividing the NAVD 88
 OF0763.geopotential number by the normal gravity value computed on the
 OF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0763.degrees latitude (g = 980.6199 gals.).
 OF0763
 OF0763.The modeled gravity was interpolated from observed gravity values.
 OF0763
 OF0763;                    North         East    Units  Estimated Accuracy
 OF0763;SPC NY C     -   340,350.      216,510.      MT  (+/- 180 meters Scaled)
 OF0763
 OF0763                          SUPERSEDED SURVEY CONTROL
 OF0763
 OF0763  NGVD 29 (??/??/92)  133.574  (m)          438.23   (f) ADJ UNCH    2 0
 OF0763
 OF0763.Superseded values are not recommended for survey control.
 OF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0763.See file dsdata.txt to determine how the superseded data were derived.
 OF0763
 OF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN376698(NAD 83)
 OF0763_MARKER: DD = SURVEY DISK
 OF0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0763_SP_SET: BUILDING
 OF0763_STAMPING: OSWEGO 438 1899
 OF0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0763
 OF0763  HISTORY     - Date     Condition        Report By
 OF0763  HISTORY     - 1899     MONUMENTED       USGS
 OF0763  HISTORY     - 1942     GOOD             NGS
 OF0763  HISTORY     - 1968     GOOD             NGS
 OF0763
 OF0763                          STATION DESCRIPTION
 OF0763
 OF0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0763'AT LYONS.
 OF0763'AT LYONS. BENCH MARK IS IN THE FIRST LUTHERAN OR BROAD STREET CHURCH.
 OF0763'LOCATED ON BROAD STREET, BETWEEN CHURCH AND PEARL STREETS. BENCH MARK
 OF0763'IS IN NORTH SIDE OF NORTH EAST CORNER OF BUILDING, ABOUT 3.0 FEET
 OF0763'ABOVE GROUND AND 0.7 FEET WEST OF NORTH EAST CORNER.
 OF0763
 OF0763                          STATION RECOVERY (1968)
 OF0763
 OF0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OF0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2586 ***********************************************************************
 OF2586  DESIGNATION -  439
 OF2586  PID         -  OF2586
 OF2586  STATE/COUNTY-  NY/MONROE
 OF2586  USGS QUAD   -  HILTON (1976)
 OF2586
 OF2586                         *CURRENT SURVEY CONTROL
 OF2586  ___________________________________________________________________
 OF2586* NAD 83(1996)-  43 17 16.09460(N)    077 48 13.73408(W)     ADJUSTED  
 OF2586* NAVD 88     -        92.52   (+/-2cm)     303.5    (feet)  VERTCON   
 OF2586  ___________________________________________________________________
 OF2586  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 OF2586  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2586
 OF2586  HORZ ORDER  -  SECOND
 OF2586  VERT ORDER  -  THIRD ? (See Below)
 OF2586
 OF2586.The horizontal coordinates were established by classical geodetic methods
 OF2586.and adjusted by the National Geodetic Survey in January 1999..
 OF2586
 OF2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2586.The vertical order pertains to the NGVD 29 superseded value.
 OF2586
 OF2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2586
 OF2586.The geoid height was determined by GEOID03.
 OF2586
 OF2586;                    North         East     Units Scale Factor Converg.
 OF2586;SPC NY W     -   365,436.856   413,261.371   MT  0.99998671   +0 32 04.2
 OF2586;SPC NY W     - 1,198,937.42  1,355,841.68   sFT  0.99998671   +0 32 04.2
 OF2586;UTM  18      - 4,796,593.545   272,529.635   MT  1.00023654   -1 55 23.9
 OF2586
 OF2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2586!SPC NY W     -   0.99999110  x   0.99998671  =   0.99997781
 OF2586!UTM  18      -   0.99999110  x   1.00023654  =   1.00022763
 OF2586
 OF2586:                Primary Azimuth Mark                     Grid Az
 OF2586:SPC NY W     -  2912                                     087 53 58.2
 OF2586:UTM  18      -  2912                                     090 21 26.3
 OF2586
 OF2586|---------------------------------------------------------------------|
 OF2586| PID    Reference Object                     Distance      Geod. Az  |
 OF2586|                                                           dddmmss.s |
 OF2586| OF2587 2912                                447.598 METERS 0882602.4 |
 OF2586| OF2583 2941                                APPROX. 1.3 KM 2685752.9 |
 OF2586|---------------------------------------------------------------------|
 OF2586
 OF2586                          SUPERSEDED SURVEY CONTROL
 OF2586
 OF2586  NAD 83(1986)-  43 17 16.10134(N)    077 48 13.73320(W) AD(       ) 2
 OF2586  NAD 27      -  43 17 15.88415(N)    077 48 14.69984(W) AD(       ) 2
 OF2586  NGVD 29 (07/19/86)   92.71   (m)          304.2    (f) LEVELING    3  
 OF2586
 OF2586.Superseded values are not recommended for survey control.
 OF2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2586.See file dsdata.txt to determine how the superseded data were derived.
 OF2586
 OF2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7253096594(NAD 83)
 OF2586_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2586
 OF2586  HISTORY     - Date     Condition        Report By
 OF2586  HISTORY     - UNK      MONUMENTED
 OF2586  HISTORY     - 1974     GOOD             NY-055
 OF2586
 OF2586                          STATION DESCRIPTION
 OF2586
 OF2586'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2586'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2586'IN PARMA ON S SIDE OF WEST AVE IN HILTON, 0.43 MI E OF COLLAMER RD,
 OF2586'0.55 MI W OF NORTH AVE IN HILTON, 25.7 FT S OF CL OF WEST AVE, 15.5 FT
 OF2586'S OF EDGE OF PAVEMENT, 32.0 FT SE OF UTILITY POLE RGE 26 OTC 27, AND
 OF2586'3.2 FT S OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYSS
 OF2586'DISK STAMPED---439---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2596 ***********************************************************************
 OF2596  DESIGNATION -  439 2
 OF2596  PID         -  OF2596
 OF2596  STATE/COUNTY-  NY/MONROE
 OF2596  USGS QUAD   -  HILTON (1976)
 OF2596
 OF2596                         *CURRENT SURVEY CONTROL
 OF2596  ___________________________________________________________________
 OF2596* NAD 83(1996)-  43 17 26.08594(N)    077 47 03.66911(W)     ADJUSTED  
 OF2596* NAVD 88     -        90.54   (+/-2cm)     297.0    (feet)  VERTCON   
 OF2596  ___________________________________________________________________
 OF2596  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OF2596  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2596
 OF2596  HORZ ORDER  -  SECOND
 OF2596  VERT ORDER  -  THIRD ? (See Below)
 OF2596
 OF2596.The horizontal coordinates were established by classical geodetic methods
 OF2596.and adjusted by the National Geodetic Survey in January 1999..
 OF2596
 OF2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2596.The vertical order pertains to the NGVD 29 superseded value.
 OF2596
 OF2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2596
 OF2596.The geoid height was determined by GEOID03.
 OF2596
 OF2596;                    North         East     Units Scale Factor Converg.
 OF2596;SPC NY W     -   365,760.097   414,837.897   MT  0.99998920   +0 32 52.4
 OF2596;SPC NY W     - 1,199,997.92  1,361,014.00   sFT  0.99998920   +0 32 52.4
 OF2596;UTM  18      - 4,796,848.943   274,118.960   MT  1.00022768   -1 54 36.1
 OF2596
 OF2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2596!SPC NY W     -   0.99999141  x   0.99998920  =   0.99998061
 OF2596!UTM  18      -   0.99999141  x   1.00022768  =   1.00021909
 OF2596
 OF2596:                Primary Azimuth Mark                     Grid Az
 OF2596:SPC NY W     -  2908                                     062 42 55.9
 OF2596:UTM  18      -  2908                                     065 10 24.4
 OF2596
 OF2596|---------------------------------------------------------------------|
 OF2596| PID    Reference Object                     Distance      Geod. Az  |
 OF2596|                                                           dddmmss.s |
 OF2596| OF2598 2908                                461.742 METERS 0631548.3 |
 OF2596| OF2632 HILTON MUN TANK RADIO ANTENNA       APPROX. 1.0 KM 2013915.1 |
 OF2596| OF2633 HILTON AZ MK                         20.731 METERS 24909     |
 OF2596| OF2634 HILTON AZ MK ECC                     20.808 METERS 25230     |
 OF2596|---------------------------------------------------------------------|
 OF2596
 OF2596                          SUPERSEDED SURVEY CONTROL
 OF2596
 OF2596  NAD 83(1986)-  43 17 26.09277(N)    077 47 03.66812(W) AD(       ) 2
 OF2596  NAD 27      -  43 17 25.87525(N)    077 47 04.63575(W) AD(       ) 2
 OF2596  NGVD 29 (07/19/86)   90.73   (m)          297.7    (f) LEVELING    3  
 OF2596
 OF2596.Superseded values are not recommended for survey control.
 OF2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2596.See file dsdata.txt to determine how the superseded data were derived.
 OF2596
 OF2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7411996849(NAD 83)
 OF2596_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2596
 OF2596  HISTORY     - Date     Condition        Report By
 OF2596  HISTORY     - UNK      MONUMENTED
 OF2596  HISTORY     - 1974     GOOD             NY-055
 OF2596
 OF2596                          STATION DESCRIPTION
 OF2596
 OF2596'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2596'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2596'IN PARMA ON SW SIDE OF EAST AVE, 0.45 MI E OF NORTH AVE, 22.3 FT S OF
 OF2596'CL OF EAST AVE, 79.3 FT W OF UTILITY POLE RGE 19, 4.1 FT N OF MONROE
 OF2596'COUNTY WITNESS POST.  STATION IS A STANDARD NYSS DISK
 OF2596'STAMPED---439-2---IN CONCRETE POST 0.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2591 ***********************************************************************
 OF2591  DESIGNATION -  439 8
 OF2591  PID         -  OF2591
 OF2591  STATE/COUNTY-  NY/MONROE
 OF2591  USGS QUAD   -  HILTON (1976)
 OF2591
 OF2591                         *CURRENT SURVEY CONTROL
 OF2591  ___________________________________________________________________
 OF2591* NAD 83(1996)-  43 17 18.16658(N)    077 45 16.85691(W)     ADJUSTED  
 OF2591* NAVD 88     -        87.40   (+/-2cm)     286.7    (feet)  VERTCON   
 OF2591  ___________________________________________________________________
 OF2591  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 OF2591  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF2591
 OF2591  HORZ ORDER  -  SECOND
 OF2591  VERT ORDER  -  THIRD ? (See Below)
 OF2591
 OF2591.The horizontal coordinates were established by classical geodetic methods
 OF2591.and adjusted by the National Geodetic Survey in January 1999..
 OF2591
 OF2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2591.The vertical order pertains to the NGVD 29 superseded value.
 OF2591
 OF2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2591
 OF2591.The geoid height was determined by GEOID03.
 OF2591
 OF2591;                    North         East     Units Scale Factor Converg.
 OF2591;SPC NY W     -   365,539.166   417,248.078   MT  0.99999311   +0 34 05.5
 OF2591;SPC NY W     - 1,199,273.08  1,368,921.40   sFT  0.99999311   +0 34 05.5
 OF2591;UTM  18      - 4,796,524.781   276,518.001   MT  1.00021442   -1 53 22.5
 OF2591
 OF2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2591!SPC NY W     -   0.99999191  x   0.99999311  =   0.99998502
 OF2591!UTM  18      -   0.99999191  x   1.00021442  =   1.00020633
 OF2591
 OF2591:                Primary Azimuth Mark                     Grid Az
 OF2591:SPC NY W     -  TT 39 K ECC                              092 51 11.1
 OF2591:UTM  18      -  TT 39 K ECC                              095 18 39.1
 OF2591
 OF2591|---------------------------------------------------------------------|
 OF2591| PID    Reference Object                     Distance      Geod. Az  |
 OF2591|                                                           dddmmss.s |
 OF2591| OF1726 TT 39 K ECC                         405.881 METERS 0932516.6 |
 OF2591| OF2632 HILTON MUN TANK RADIO ANTENNA       APPROX. 2.9 KM 2552348.8 |
 OF2591|---------------------------------------------------------------------|
 OF2591
 OF2591                          SUPERSEDED SURVEY CONTROL
 OF2591
 OF2591  NAD 83(1986)-  43 17 18.17332(N)    077 45 16.85589(W) AD(       ) 2
 OF2591  NAD 27      -  43 17 17.95489(N)    077 45 17.82801(W) AD(       ) 2
 OF2591  NGVD 29 (07/19/86)   87.59   (m)          287.4    (f) LEVELING    3  
 OF2591
 OF2591.Superseded values are not recommended for survey control.
 OF2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2591.See file dsdata.txt to determine how the superseded data were derived.
 OF2591
 OF2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7651896525(NAD 83)
 OF2591_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2591
 OF2591  HISTORY     - Date     Condition        Report By
 OF2591  HISTORY     - UNK      MONUMENTED
 OF2591  HISTORY     - 1974     GOOD             NY-055
 OF2591
 OF2591                          STATION DESCRIPTION
 OF2591
 OF2591'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2591'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2591'IN PARMA ON N SIDE OF WILDER RD, 0.26 MI W OF MANITOU RD, 19.6 FT N OF
 OF2591'CL OF WILDER RD, 10.1 FT N OF EDGE OF PAVEMENT, 3.2 FT S OF UTILITY
 OF2591'POLE RGE 9, AND 9.0 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2591'STANDARD NYSS DISK STAMPED---439-8---IN CONCRETE POST 0.4 FT BELOW
 OF2591'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1763 ***********************************************************************
 KU1763  DESIGNATION -  444
 KU1763  PID         -  KU1763
 KU1763  STATE/COUNTY-  NY/KINGS
 KU1763  USGS QUAD   -  BROOKLYN (1979)
 KU1763
 KU1763                         *CURRENT SURVEY CONTROL
 KU1763  ___________________________________________________________________
 KU1763* NAD 83(1986)-  40 41 33.     (N)    073 59 27.     (W)     SCALED    
 KU1763* NAVD 88     -        20.000  (meters)      65.62   (feet)  ADJUSTED  
 KU1763  ___________________________________________________________________
 KU1763  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU1763  DYNAMIC HT  -          19.992 (meters)      65.59  (feet)  COMP
 KU1763  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 KU1763
 KU1763  VERT ORDER  -  FIRST     CLASS II
 KU1763
 KU1763.The horizontal coordinates were scaled from a topographic map and have
 KU1763.an estimated accuracy of +/- 6 seconds.
 KU1763
 KU1763.The orthometric height was determined by differential leveling
 KU1763.and adjusted by the National Geodetic Survey in June 1991..
 KU1763
 KU1763.The geoid height was determined by GEOID03.
 KU1763
 KU1763.The dynamic height is computed by dividing the NAVD 88
 KU1763.geopotential number by the normal gravity value computed on the
 KU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1763.degrees latitude (g = 980.6199 gals.).
 KU1763
 KU1763.The modeled gravity was interpolated from observed gravity values.
 KU1763
 KU1763;                    North         East    Units  Estimated Accuracy
 KU1763;SPC NY L     -    58,390.      300,780.      MT  (+/- 180 meters Scaled)
 KU1763
 KU1763                          SUPERSEDED SURVEY CONTROL
 KU1763
 KU1763  NGVD 29 (??/??/92)   20.334  (m)           66.71   (f) ADJ UNCH    1 2
 KU1763
 KU1763.Superseded values are not recommended for survey control.
 KU1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1763.See file dsdata.txt to determine how the superseded data were derived.
 KU1763
 KU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL852051(NAD 83)
 KU1763_MARKER: Q = CHISELED SQUARE
 KU1763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1763_SP_SET: WINDOW SILL
 KU1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1763+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 KU1763
 KU1763  HISTORY     - Date     Condition        Report By
 KU1763  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1763  HISTORY     - 1952     GOOD             NGS
 KU1763  HISTORY     - 20051217 GOOD             GEOCAC
 KU1763
 KU1763                          STATION DESCRIPTION
 KU1763
 KU1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1763'AT NEW YORK.
 KU1763'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE JUNCTION OF COURT
 KU1763'STREET AND JORALEMON STREET, IN THE TOP OF THE SOUTH END OF SILL
 KU1763'OF THE SOUTH MOST WINDOW ON THE WEST SIDE OF BROOKLYN BORO HALL,
 KU1763'7 FEET NORTH OF SOUTHWEST CORNER OF BUILDING AND 3 1/4 FEET
 KU1763'ABOVE SIDE WALK.
 KU1763
 KU1763                          STATION RECOVERY (2005)
 KU1763
 KU1763'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1763'FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1765 ***********************************************************************
 KU1765  DESIGNATION -  445
 KU1765  PID         -  KU1765
 KU1765  STATE/COUNTY-  NY/KINGS
 KU1765  USGS QUAD   -  BROOKLYN (1979)
 KU1765
 KU1765                         *CURRENT SURVEY CONTROL
 KU1765  ___________________________________________________________________
 KU1765* NAD 83(1986)-  40 41 37.     (N)    073 59 27.     (W)     SCALED    
 KU1765* NAVD 88     -        21.548  (meters)      70.70   (feet)  ADJUSTED  
 KU1765  ___________________________________________________________________
 KU1765  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KU1765  DYNAMIC HT  -          21.540 (meters)      70.67  (feet)  COMP
 KU1765  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 KU1765
 KU1765  VERT ORDER  -  FIRST     CLASS II
 KU1765
 KU1765.The horizontal coordinates were scaled from a topographic map and have
 KU1765.an estimated accuracy of +/- 6 seconds.
 KU1765
 KU1765.The orthometric height was determined by differential leveling
 KU1765.and adjusted by the National Geodetic Survey in June 1991..
 KU1765
 KU1765.The geoid height was determined by GEOID03.
 KU1765
 KU1765.The dynamic height is computed by dividing the NAVD 88
 KU1765.geopotential number by the normal gravity value computed on the
 KU1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1765.degrees latitude (g = 980.6199 gals.).
 KU1765
 KU1765.The modeled gravity was interpolated from observed gravity values.
 KU1765
 KU1765;                    North         East    Units  Estimated Accuracy
 KU1765;SPC NY L     -    58,520.      300,780.      MT  (+/- 180 meters Scaled)
 KU1765
 KU1765                          SUPERSEDED SURVEY CONTROL
 KU1765
 KU1765  NGVD 29 (??/??/92)   21.883  (m)           71.79   (f) ADJ UNCH    1 2
 KU1765
 KU1765.Superseded values are not recommended for survey control.
 KU1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1765.See file dsdata.txt to determine how the superseded data were derived.
 KU1765
 KU1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL852052(NAD 83)
 KU1765_MARKER: Q = CHISELED SQUARE
 KU1765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1765_SP_SET: STEP
 KU1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1765
 KU1765  HISTORY     - Date     Condition        Report By
 KU1765  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1765  HISTORY     - 1952     GOOD             NGS
 KU1765  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 KU1765
 KU1765                          STATION DESCRIPTION
 KU1765
 KU1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1765'AT NEW YORK.
 KU1765'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT COURT AND MONTAGUE
 KU1765'STREETS, IN THE TOP OF NORTH END OF BOTTOM STEP OF THE SOUTH
 KU1765'MOST ENTRANCE ON EAST SIDE OF MERCHANTS BANK, 14 FEET NORTH OF
 KU1765'SOUTHEAST CORNER OF BUILDING AND 1/2 FOOT ABOVE SIDE WALK.
 KU1765
 KU1765                          STATION RECOVERY (2005)
 KU1765
 KU1765'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1765'THE STATION IS PRESUMED DESTROYED.
 KU1765' 
 KU1765'THE OLD MERCHANT'S BANK WITH STONE STEPS IS GONE. THE NEW BUILDING AT
 KU1765'THE SITE IS A MODERN GLASS AND WHITE STONE STRUCTURE WITH NO ENTRANCE
 KU1765'ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1283 ***********************************************************************
 LX1283  DESIGNATION -  445.1
 LX1283  PID         -  LX1283
 LX1283  STATE/COUNTY-  NY/WESTCHESTER
 LX1283  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX1283
 LX1283                         *CURRENT SURVEY CONTROL
 LX1283  ___________________________________________________________________
 LX1283* NAD 83(1986)-  41 20 06.     (N)    073 47 58.     (W)     SCALED    
 LX1283* NAVD 88     -       135.310  (meters)     443.93   (feet)  ADJUSTED  
 LX1283  ___________________________________________________________________
 LX1283  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LX1283  DYNAMIC HT  -         135.259 (meters)     443.76  (feet)  COMP
 LX1283  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 LX1283
 LX1283  VERT ORDER  -  SECOND    CLASS 0
 LX1283
 LX1283.The horizontal coordinates were scaled from a topographic map and have
 LX1283.an estimated accuracy of +/- 6 seconds.
 LX1283
 LX1283.The orthometric height was determined by differential leveling
 LX1283.and adjusted by the National Geodetic Survey in June 1991..
 LX1283
 LX1283.The geoid height was determined by GEOID03.
 LX1283
 LX1283.The dynamic height is computed by dividing the NAVD 88
 LX1283.geopotential number by the normal gravity value computed on the
 LX1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1283.degrees latitude (g = 980.6199 gals.).
 LX1283
 LX1283.The modeled gravity was interpolated from observed gravity values.
 LX1283
 LX1283;                    North         East    Units  Estimated Accuracy
 LX1283;SPC NY E     -   277,990.      208,640.      MT  (+/- 180 meters Scaled)
 LX1283
 LX1283                          SUPERSEDED SURVEY CONTROL
 LX1283
 LX1283  NGVD 29 (??/??/92)  135.588  (m)          444.84   (f) ADJ UNCH    2 0
 LX1283
 LX1283.Superseded values are not recommended for survey control.
 LX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1283.See file dsdata.txt to determine how the superseded data were derived.
 LX1283
 LX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL004766(NAD 83)
 LX1283_MARKER: Q = CHISELED SQUARE
 LX1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1283_SP_SET: CULVERT
 LX1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1283
 LX1283  HISTORY     - Date     Condition        Report By
 LX1283  HISTORY     - UNK      MONUMENTED       USGS
 LX1283  HISTORY     - 1935     GOOD             NGS
 LX1283
 LX1283                          STATION DESCRIPTION
 LX1283
 LX1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1283'IN JEFFERSON VALLEY.
 LX1283'AT JEFFERSON VALLEY, WESTCHESTER COUNTY, ON U.S. HIGHWAY 6, 650
 LX1283'FEET WEST OF THE POST OFFICE, OPPOSITE THE TWO-STORY FRAME HOUSE
 LX1283'OWNED BY T. HILL, JR (IN 1935), ON THE TOP OF THE CORNER OF A
 LX1283'CONCRETE CULVERT, AND 20 FEET NORTH OF THE CENTER LINE OF THE
 LX1283'HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1768 ***********************************************************************
 KU1768  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1768  DESIGNATION -  448
 KU1768  PID         -  KU1768
 KU1768  STATE/COUNTY-  NY/KINGS
 KU1768  USGS QUAD   -  BROOKLYN (1979)
 KU1768
 KU1768                         *CURRENT SURVEY CONTROL
 KU1768  ___________________________________________________________________
 KU1768* NAD 83(1986)-  40 42 02.     (N)    073 59 27.     (W)     SCALED    
 KU1768* NAVD 88     -        14.052  (meters)      46.10   (feet)  ADJUSTED  
 KU1768  ___________________________________________________________________
 KU1768  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU1768  DYNAMIC HT  -          14.047 (meters)      46.09  (feet)  COMP
 KU1768  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 KU1768
 KU1768  VERT ORDER  -  FIRST     CLASS II
 KU1768
 KU1768.The horizontal coordinates were scaled from a topographic map and have
 KU1768.an estimated accuracy of +/- 6 seconds.
 KU1768
 KU1768.The orthometric height was determined by differential leveling
 KU1768.and adjusted by the National Geodetic Survey in June 1991..
 KU1768
 KU1768.This Tidal Bench Mark is designated as VM 16341
 KU1768.by the Center for Operational Oceanographic Products and Services.
 KU1768
 KU1768.The geoid height was determined by GEOID03.
 KU1768
 KU1768.The dynamic height is computed by dividing the NAVD 88
 KU1768.geopotential number by the normal gravity value computed on the
 KU1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1768.degrees latitude (g = 980.6199 gals.).
 KU1768
 KU1768.The modeled gravity was interpolated from observed gravity values.
 KU1768
 KU1768;                    North         East    Units  Estimated Accuracy
 KU1768;SPC NY L     -    59,290.      300,780.      MT  (+/- 180 meters Scaled)
 KU1768
 KU1768                          SUPERSEDED SURVEY CONTROL
 KU1768
 KU1768  NGVD 29 (??/??/92)   14.390  (m)           47.21   (f) ADJ UNCH    1 2
 KU1768
 KU1768.Superseded values are not recommended for survey control.
 KU1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1768.See file dsdata.txt to determine how the superseded data were derived.
 KU1768
 KU1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL852060(NAD 83)
 KU1768_MARKER: Q = CHISELED SQUARE
 KU1768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1768_SP_SET: PIER SHELF
 KU1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1768+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 KU1768
 KU1768  HISTORY     - Date     Condition        Report By
 KU1768  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1768  HISTORY     - 1952     GOOD             NGS
 KU1768  HISTORY     - 20051219 GOOD             GEOCAC
 KU1768
 KU1768                          STATION DESCRIPTION
 KU1768
 KU1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1768'AT NEW YORK.
 KU1768'AT NEW YORK, IN BOROUGH OF BROOKLYN, ALONG MAIN STREET NEAR
 KU1768'INTERSECTION OF PROSPECT STREET, AT A LARGE MASONRY PIER OF THE
 KU1768'BROOKLYN BRIDGE ON THE TOP OF THE 5-INCH SHELF AT THE TOP OF THE
 KU1768'FIRST COURSE OF MASONRY, 3.3 FEET SOUTH OF THE NORTHWEST CORNER
 KU1768'OF PIER, 48 FEET NORTH OF NORTH CURB OF PROSPECT STREET, 15 1/2
 KU1768'FEET EAST OF THE EAST CURB OF MAIN STREET, 2.3 FEET ABOVE SIDE
 KU1768'WALK AND DIRECTLY BELOW LETTERS B M CUT IN STONE.
 KU1768
 KU1768                          STATION RECOVERY (2005)
 KU1768
 KU1768'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1768'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT AS FOLLOWS.  MAIN
 KU1768'STREET NO LONGER EXISTS AT THIS LOCATION.  THE FORMER MAIN STREET
 KU1768'UNDERPASS UNDER THE BROOKLYN BRIDGE IS NOW A STORAGE AREA BEHIND A
 KU1768'PARKING LOT.
 KU1768' 
 KU1768'FROM THE CORNER OF PROSPECT STREET AND OLD FULTON STREET ON THE
 KU1768'SOUTHWEST SIDE OF THE BROOKLYN BRIDGE, ENTER THE PARKING LOT ON THE
 KU1768'NORTH SIDE OF PROSPECT STREET AND PROCEED TO THE RIGHT (NORTHEAST) TO
 KU1768'THE STONE PIER AT THE BACK OF THE PARKING LOT, ON THE EAST SIDE OF THE
 KU1768'FORMER MAIN STREET UNDERPASS.
 KU1768' 
 KU1768'THE STATION IS MARKED WITH PAINT ON THE SIDE OF THE ROCK PIER AND
 KU1768'APPEARS AS DESCRIBED WITH THE INITIALS B M CUT IN THE ROCK FACE ABOVE
 KU1768'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0618 ***********************************************************************
 MZ0618  DESIGNATION -  45 R=SERIAL 1655
 MZ0618  PID         -  MZ0618
 MZ0618  STATE/COUNTY-  NY/COLUMBIA
 MZ0618  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0618
 MZ0618                         *CURRENT SURVEY CONTROL
 MZ0618  ___________________________________________________________________
 MZ0618* NAD 83(1986)-  42 13 35.     (N)    073 50 07.     (W)     SCALED    
 MZ0618* NAVD 88     -         3.852  (meters)      12.64   (feet)  ADJUSTED  
 MZ0618  ___________________________________________________________________
 MZ0618  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ0618  DYNAMIC HT  -           3.850 (meters)      12.63  (feet)  COMP
 MZ0618  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 MZ0618
 MZ0618  VERT ORDER  -  FIRST     CLASS II
 MZ0618
 MZ0618.The horizontal coordinates were scaled from a topographic map and have
 MZ0618.an estimated accuracy of +/- 6 seconds.
 MZ0618
 MZ0618.The orthometric height was determined by differential leveling
 MZ0618.and adjusted by the National Geodetic Survey in June 1991..
 MZ0618
 MZ0618.The geoid height was determined by GEOID03.
 MZ0618
 MZ0618.The dynamic height is computed by dividing the NAVD 88
 MZ0618.geopotential number by the normal gravity value computed on the
 MZ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0618.degrees latitude (g = 980.6199 gals.).
 MZ0618
 MZ0618.The modeled gravity was interpolated from observed gravity values.
 MZ0618
 MZ0618;                    North         East    Units  Estimated Accuracy
 MZ0618;SPC NY E     -   376,960.      204,870.      MT  (+/- 180 meters Scaled)
 MZ0618
 MZ0618                          SUPERSEDED SURVEY CONTROL
 MZ0618
 MZ0618  NGVD 29 (??/??/92)    4.087  (m)           13.41   (f) ADJ UNCH    1 2
 MZ0618
 MZ0618.Superseded values are not recommended for survey control.
 MZ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0618.See file dsdata.txt to determine how the superseded data were derived.
 MZ0618
 MZ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM961755(NAD 83)
 MZ0618_MARKER: Q = CHISELED SQUARE
 MZ0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0618_SP_SET: BRIDGE
 MZ0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0618
 MZ0618  HISTORY     - Date     Condition        Report By
 MZ0618  HISTORY     - UNK      MONUMENTED       USE
 MZ0618  HISTORY     - 1955     GOOD             NGS
 MZ0618
 MZ0618                          STATION DESCRIPTION
 MZ0618
 MZ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0618'2.8 MI S FROM HUDSON.
 MZ0618'ABOUT 2.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0618'STATION AT HUDSON, ABOUT 0.3 MILE SOUTH OF MILE POST NY 112, ABOUT
 MZ0618'0.45 MILE NORTH OF RIP VAN WINKLE HIGHWAY BRIDGE OVER HUDSON RIVER AND
 MZ0618'TRACKS, A 1 1/2-INCH OUTLINED SQUARE ON THE TOP OF THE SOUTH END OF
 MZ0618'THE FIRST CONCRETE RETAINING WALL SOUTH OF MILE POST NY 112, 8 FEET
 MZ0618'EAST OF EAST RAIL OF EAST TRACK, 0.3 FOOT NORTH OF SOUTH END OF
 MZ0618'RETAINING WALL, 0.3 FOOT EAST OF WEST EDGE OF WALL AND ABOUT 3 FEET
 MZ0618'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2629 ***********************************************************************
 OF2629  DESIGNATION -  450 1
 OF2629  PID         -  OF2629
 OF2629  STATE/COUNTY-  NY/MONROE
 OF2629  USGS QUAD   -  HILTON (1976)
 OF2629
 OF2629                         *CURRENT SURVEY CONTROL
 OF2629  ___________________________________________________________________
 OF2629* NAD 83(1996)-  43 18 42.51001(N)    077 51 17.34546(W)     ADJUSTED  
 OF2629* NAVD 88     -        89.25   (+/-2cm)     292.8    (feet)  VERTCON   
 OF2629  ___________________________________________________________________
 OF2629  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OF2629  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF2629
 OF2629  HORZ ORDER  -  SECOND
 OF2629  VERT ORDER  -  THIRD ? (See Below)
 OF2629
 OF2629.The horizontal coordinates were established by classical geodetic methods
 OF2629.and adjusted by the National Geodetic Survey in January 1999..
 OF2629
 OF2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2629.The vertical order pertains to the NGVD 29 superseded value.
 OF2629
 OF2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2629
 OF2629.The geoid height was determined by GEOID03.
 OF2629
 OF2629;                    North         East     Units Scale Factor Converg.
 OF2629;SPC NY W     -   368,066.193   409,098.969   MT  0.99998045   +0 29 59.1
 OF2629;SPC NY W     - 1,207,563.83  1,342,185.53   sFT  0.99998045   +0 29 59.1
 OF2629;UTM  18      - 4,799,399.744   268,482.775   MT  1.00025939   -1 57 33.1
 OF2629
 OF2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2629!SPC NY W     -   0.99999161  x   0.99998045  =   0.99997206
 OF2629!UTM  18      -   0.99999161  x   1.00025939  =   1.00025099
 OF2629
 OF2629:                Primary Azimuth Mark                     Grid Az
 OF2629:SPC NY W     -  469 7 MCGS 1969                          271 11 30.4
 OF2629:UTM  18      -  469 7 MCGS 1969                          273 39 02.6
 OF2629
 OF2629|---------------------------------------------------------------------|
 OF2629| PID    Reference Object                     Distance      Geod. Az  |
 OF2629|                                                           dddmmss.s |
 OF2629| OF2565 469 7 MCGS 1969                     APPROX. 1.0 KM 2714129.5 |
 OF2629|---------------------------------------------------------------------|
 OF2629
 OF2629                          SUPERSEDED SURVEY CONTROL
 OF2629
 OF2629  NAD 83(1986)-  43 18 42.51696(N)    077 51 17.34458(W) AD(       ) 2
 OF2629  NAD 27      -  43 18 42.30178(N)    077 51 18.30416(W) AD(       ) 2
 OF2629  NGVD 29 (07/19/86)   89.44   (m)          293.4    (f) LEVELING    3  
 OF2629
 OF2629.Superseded values are not recommended for survey control.
 OF2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2629.See file dsdata.txt to determine how the superseded data were derived.
 OF2629
 OF2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6848399400(NAD 83)
 OF2629_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2629
 OF2629  HISTORY     - Date     Condition        Report By
 OF2629  HISTORY     - UNK      MONUMENTED
 OF2629  HISTORY     - 1974     GOOD             NY-055
 OF2629
 OF2629                          STATION DESCRIPTION
 OF2629
 OF2629'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2629'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2629'IN HAMLIN ON N SIDE OF BRICK SCHOOLHOUSE RD, 0.22 MI E OF WALKER LAKE
 OF2629'ONTARIO RD, 1.65 MI W OF HAMLIN PARMA TOWN LINE RD, 24.0 FT N OF CL OF
 OF2629'BRICK SCHOOLHOUSE RD, 13.3 FT N OF EDGE OF PAVEMENT, 80.6 FT NW OF
 OF2629'UTILITY POLE NLO 82, AND 4.3 FT N OF MONROE COUNTY WITNESS POST.
 OF2629'STATION IS A STANDARD NYSS DISK STAMPED---450-1---IN CONCRETE POST AT
 OF2629'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2626 ***********************************************************************
 OF2626  DESIGNATION -  450 3
 OF2626  PID         -  OF2626
 OF2626  STATE/COUNTY-  NY/MONROE
 OF2626  USGS QUAD   -  HILTON (1976)
 OF2626
 OF2626                         *CURRENT SURVEY CONTROL
 OF2626  ___________________________________________________________________
 OF2626* NAD 83(1996)-  43 18 41.14580(N)    077 50 14.72350(W)     ADJUSTED  
 OF2626* NAVD 88     -        91.31   (+/-2cm)     299.6    (feet)  VERTCON   
 OF2626  ___________________________________________________________________
 OF2626  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 OF2626  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2626
 OF2626  HORZ ORDER  -  SECOND
 OF2626  VERT ORDER  -  THIRD ? (See Below)
 OF2626
 OF2626.The horizontal coordinates were established by classical geodetic methods
 OF2626.and adjusted by the National Geodetic Survey in January 1999..
 OF2626
 OF2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2626.The vertical order pertains to the NGVD 29 superseded value.
 OF2626
 OF2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2626
 OF2626.The geoid height was determined by GEOID03.
 OF2626
 OF2626;                    North         East     Units Scale Factor Converg.
 OF2626;SPC NY W     -   368,036.550   410,510.475   MT  0.99998252   +0 30 42.1
 OF2626;SPC NY W     - 1,207,466.58  1,346,816.45   sFT  0.99998252   +0 30 42.1
 OF2626;UTM  18      - 4,799,309.546   269,892.095   MT  1.00025139   -1 56 50.0
 OF2626
 OF2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2626!SPC NY W     -   0.99999129  x   0.99998252  =   0.99997381
 OF2626!UTM  18      -   0.99999129  x   1.00025139  =   1.00024267
 OF2626
 OF2626:                Primary Azimuth Mark                     Grid Az
 OF2626:SPC NY W     -  1502                                     270 01 25.1
 OF2626:UTM  18      -  1502                                     272 28 57.2
 OF2626
 OF2626|---------------------------------------------------------------------|
 OF2626| PID    Reference Object                     Distance      Geod. Az  |
 OF2626|                                                           dddmmss.s |
 OF2626| OF2627 1502                                APPROX. 0.8 KM 2703207.2 |
 OF2626|---------------------------------------------------------------------|
 OF2626
 OF2626                          SUPERSEDED SURVEY CONTROL
 OF2626
 OF2626  NAD 83(1986)-  43 18 41.15264(N)    077 50 14.72258(W) AD(       ) 2
 OF2626  NAD 27      -  43 18 40.93745(N)    077 50 15.68410(W) AD(       ) 2
 OF2626  NGVD 29 (07/19/86)   91.50   (m)          300.2    (f) LEVELING    3  
 OF2626
 OF2626.Superseded values are not recommended for survey control.
 OF2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2626.See file dsdata.txt to determine how the superseded data were derived.
 OF2626
 OF2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6989299310(NAD 83)
 OF2626_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2626
 OF2626  HISTORY     - Date     Condition        Report By
 OF2626  HISTORY     - UNK      MONUMENTED       NYSS
 OF2626  HISTORY     - 1974     GOOD             NY-055
 OF2626  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 OF2626  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 OF2626
 OF2626                          STATION DESCRIPTION
 OF2626
 OF2626'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2626'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2626'IN HAMLIN ON N SIDE OF BRICK SCHOOLHOUSE RD, 1.1 MI E OF WALKER LAKE
 OF2626'ONTARIO RD, 0.75 MI W OF HAMLIN PARMA TOWN LINE RD, 23.8 FT N OF CL OF
 OF2626'BRICK SCHOOLHOUSE RD, 13.5 FT N OF EDGE OF PAVEMENT, 25.1 FT W OF
 OF2626'UTILITY POLE NLO 95, AND 1.0 FT S OF MONROE COUNTY WITNESS POST.
 OF2626'STATION IS A STANDARD NYSS DISK STAMPED---450-3---IN CONCRETE POST AT
 OF2626'GRADE.
 OF2626
 OF2626                          STATION RECOVERY (1994)
 OF2626
 OF2626'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2626'MARK NOT FOUND.
 OF2626
 OF2626                          STATION RECOVERY (1995)
 OF2626
 OF2626'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2147 ***********************************************************************
 OF2147  DESIGNATION -  4501
 OF2147  PID         -  OF2147
 OF2147  STATE/COUNTY-  NY/MONROE
 OF2147  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2147
 OF2147                         *CURRENT SURVEY CONTROL
 OF2147  ___________________________________________________________________
 OF2147* NAD 83(1996)-  43 06 48.09845(N)    077 40 08.20002(W)     ADJUSTED  
 OF2147* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 OF2147  ___________________________________________________________________
 OF2147  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OF2147  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2147
 OF2147  HORZ ORDER  -  SECOND
 OF2147
 OF2147.The horizontal coordinates were established by classical geodetic methods
 OF2147.and adjusted by the National Geodetic Survey in January 1999..
 OF2147
 OF2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2147
 OF2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2147
 OF2147.The geoid height was determined by GEOID03.
 OF2147
 OF2147;                    North         East     Units Scale Factor Converg.
 OF2147;SPC NY W     -   346,168.780   424,418.501   MT  1.00000560   +0 37 29.9
 OF2147;SPC NY W     - 1,135,722.07  1,392,446.37   sFT  1.00000560   +0 37 29.9
 OF2147;UTM  18      - 4,776,861.276   282,853.794   MT  1.00018009   -1 49 29.2
 OF2147
 OF2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2147!SPC NY W     -   0.99998025  x   1.00000560  =   0.99998585
 OF2147!UTM  18      -   0.99998025  x   1.00018009  =   1.00016034
 OF2147
 OF2147:                Primary Azimuth Mark                     Grid Az
 OF2147:SPC NY W     -  434                                      059 08 20.9
 OF2147:UTM  18      -  434                                      061 35 20.0
 OF2147
 OF2147|---------------------------------------------------------------------|
 OF2147| PID    Reference Object                     Distance      Geod. Az  |
 OF2147|                                                           dddmmss.s |
 OF2147| OF1047 434                                 409.920 METERS 0594550.8 |
 OF2147| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 3.7 KM 0625743.4 |
 OF2147| OF2146 4 1 13                              441.789 METERS 2280754.7 |
 OF2147| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 5.8 KM 2315230.2 |
 OF2147|---------------------------------------------------------------------|
 OF2147
 OF2147                          SUPERSEDED SURVEY CONTROL
 OF2147
 OF2147  NAD 83(1986)-  43 06 48.10545(N)    077 40 08.19886(W) AD(       ) 2
 OF2147  NAD 27      -  43 06 47.88302(N)    077 40 09.18896(W) AD(       ) 2
 OF2147  NGVD 29 (07/19/86)  161.5    (m)          530.     (f) VERT ANG       
 OF2147
 OF2147.Superseded values are not recommended for survey control.
 OF2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2147.See file dsdata.txt to determine how the superseded data were derived.
 OF2147
 OF2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8285476861(NAD 83)
 OF2147_MARKER: DE = TRAVERSE STATION DISK
 OF2147_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2147
 OF2147  HISTORY     - Date     Condition        Report By
 OF2147  HISTORY     - 1975     MONUMENTED       NY-055
 OF2147  HISTORY     - 20011006 GOOD             USPSQD
 OF2147
 OF2147                          STATION DESCRIPTION
 OF2147
 OF2147'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2147'IN THE TOWN OF CHILI ON THE N SIDE OF SCOTTSVILLE RD, 0.15 MI NE OF
 OF2147'WEIDNER RD, 1.45 MI SW OF GENESEE PK BLVD, 32.3 FT N OF CENTERLINE OF
 OF2147'SCOTTSVILLE RD, 11.9 FT N OF N EDGE OF PAVEMENT, 105 FT + OR - E OF
 OF2147'UTILITY POLE NO 82, AND 6.4 FT S OF MONROE COUNTY WITNESS POST.
 OF2147'STATION IS A STANDARD DISK STAMPED---4501---IN CONCRETE POST.
 OF2147
 OF2147                          STATION RECOVERY (2001)
 OF2147
 OF2147'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2145 ***********************************************************************
 OF2145  DESIGNATION -  4502
 OF2145  PID         -  OF2145
 OF2145  STATE/COUNTY-  NY/MONROE
 OF2145  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2145
 OF2145                         *CURRENT SURVEY CONTROL
 OF2145  ___________________________________________________________________
 OF2145* NAD 83(1996)-  43 06 45.02917(N)    077 40 28.25686(W)     ADJUSTED  
 OF2145* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 OF2145  ___________________________________________________________________
 OF2145  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OF2145  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2145
 OF2145  HORZ ORDER  -  SECOND
 OF2145
 OF2145.The horizontal coordinates were established by classical geodetic methods
 OF2145.and adjusted by the National Geodetic Survey in January 1999..
 OF2145
 OF2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2145
 OF2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2145
 OF2145.The geoid height was determined by GEOID03.
 OF2145
 OF2145;                    North         East     Units Scale Factor Converg.
 OF2145;SPC NY W     -   346,069.137   423,966.096   MT  1.00000478   +0 37 16.1
 OF2145;SPC NY W     - 1,135,395.16  1,390,962.10   sFT  1.00000478   +0 37 16.1
 OF2145;UTM  18      - 4,776,781.047   282,397.462   MT  1.00018253   -1 49 42.8
 OF2145
 OF2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2145!SPC NY W     -   0.99997968  x   1.00000478  =   0.99998446
 OF2145!UTM  18      -   0.99997968  x   1.00018253  =   1.00016221
 OF2145
 OF2145:                Primary Azimuth Mark                     Grid Az
 OF2145:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            000 33 29.6
 OF2145:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            003 00 28.5
 OF2145
 OF2145|---------------------------------------------------------------------|
 OF2145| PID    Reference Object                     Distance      Geod. Az  |
 OF2145|                                                           dddmmss.s |
 OF2145| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 6.5 KM 0011045.7 |
 OF2145| OF2153 4504                                430.846 METERS 2724351.8 |
 OF2145|---------------------------------------------------------------------|
 OF2145
 OF2145                          SUPERSEDED SURVEY CONTROL
 OF2145
 OF2145  NAD 83(1986)-  43 06 45.03611(N)    077 40 28.25565(W) AD(       ) 2
 OF2145  NAD 27      -  43 06 44.81395(N)    077 40 29.24456(W) AD(       ) 2
 OF2145  NGVD 29 (07/19/86)  165.1    (m)          542.     (f) VERT ANG       
 OF2145
 OF2145.Superseded values are not recommended for survey control.
 OF2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2145.See file dsdata.txt to determine how the superseded data were derived.
 OF2145
 OF2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8239776781(NAD 83)
 OF2145_MARKER: DE = TRAVERSE STATION DISK
 OF2145_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2145
 OF2145  HISTORY     - Date     Condition        Report By
 OF2145  HISTORY     - 1975     MONUMENTED       NY-055
 OF2145  HISTORY     - 20011006 GOOD             USPSQD
 OF2145
 OF2145                          STATION DESCRIPTION
 OF2145
 OF2145'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2145'IN THE TOWN OF CHILI ON N SIDE OF WEIDNER RD, 0.05 MI E OF OLD BEAHAN
 OF2145'RD, 0.15 MI W OF SCOTTSVILLE RD, 30.0 FT N OF CL OF WEIDNER RD, 0.4 FT
 OF2145'N OF CONCRETE CAP OF MANHOLE, 2.0 FT S OF CHAIN LINK FENCE.  STATION
 OF2145'IS A STANDARD DISK STAMPED---4502---IMBEDDED IN CONCRETE CAP OF MH.
 OF2145
 OF2145                          STATION RECOVERY (2001)
 OF2145
 OF2145'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2137 ***********************************************************************
 OF2137  DESIGNATION -  4503
 OF2137  PID         -  OF2137
 OF2137  STATE/COUNTY-  NY/MONROE
 OF2137  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2137
 OF2137                         *CURRENT SURVEY CONTROL
 OF2137  ___________________________________________________________________
 OF2137* NAD 83(1996)-  43 07 16.44637(N)    077 39 01.52116(W)     ADJUSTED  
 OF2137* NAVD 88     -       162.1    (meters)     532.     (feet)  VERTCON   
 OF2137  ___________________________________________________________________
 OF2137  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 OF2137  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2137
 OF2137  HORZ ORDER  -  SECOND
 OF2137
 OF2137.The horizontal coordinates were established by classical geodetic methods
 OF2137.and adjusted by the National Geodetic Survey in January 1999..
 OF2137
 OF2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2137
 OF2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2137
 OF2137.The geoid height was determined by GEOID03.
 OF2137
 OF2137;                    North         East     Units Scale Factor Converg.
 OF2137;SPC NY W     -   347,060.152   425,916.199   MT  1.00000837   +0 38 15.8
 OF2137;SPC NY W     - 1,138,646.52  1,397,360.06   sFT  1.00000837   +0 38 15.8
 OF2137;UTM  18      - 4,777,687.952   284,388.485   MT  1.00017192   -1 48 44.6
 OF2137
 OF2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2137!SPC NY W     -   0.99998013  x   1.00000837  =   0.99998850
 OF2137!UTM  18      -   0.99998013  x   1.00017192  =   1.00015205
 OF2137
 OF2137|---------------------------------------------------------------------|
 OF2137| PID    Reference Object                     Distance      Geod. Az  |
 OF2137|                                                           dddmmss.s |
 OF2137| OF2141 4 1 141                             296.965 METERS 02628     |
 OF2137| OF2124 435 MCGS 1969                       APPROX. 0.6 KM 2375154.8 |
 OF2137|---------------------------------------------------------------------|
 OF2137
 OF2137                          SUPERSEDED SURVEY CONTROL
 OF2137
 OF2137  NAD 83(1986)-  43 07 16.45341(N)    077 39 01.52007(W) AD(       ) 2
 OF2137  NAD 27      -  43 07 16.23060(N)    077 39 02.51172(W) AD(       ) 2
 OF2137  NGVD 29 (07/19/86)  162.3    (m)          532.     (f) VERT ANG       
 OF2137
 OF2137.Superseded values are not recommended for survey control.
 OF2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2137.See file dsdata.txt to determine how the superseded data were derived.
 OF2137
 OF2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8438877688(NAD 83)
 OF2137_MARKER: DE = TRAVERSE STATION DISK
 OF2137_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2137
 OF2137  HISTORY     - Date     Condition        Report By
 OF2137  HISTORY     - 1975     MONUMENTED       NY-055
 OF2137  HISTORY     - 20011006 GOOD             USPSQD
 OF2137
 OF2137                          STATION DESCRIPTION
 OF2137
 OF2137'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2137'IN THE TOWN OF CHILI ON THE W SIDE OF SCOTTSVILLE RD, 0.65 MI S OF
 OF2137'GENESEE PARK BLVD, 38.4 FT W OF CENTERLINE OF SCOTTSVILLE RD, 16.5 FT
 OF2137'W OF EDGE OF PAVEMENT, AND 13.4 FT S OF UTILITY POLE RTC 14-15 RGE 10A
 OF2137'STATION IS A STANDARD DISK STAMPED---4503---IN CONCRETE
 OF2137'POST WITH CAST IRON FRAME AND COVER 0.5 FT BELOW GRADE.
 OF2137
 OF2137                          STATION RECOVERY (2001)
 OF2137
 OF2137'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2137'COVER MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2153 ***********************************************************************
 OF2153  DESIGNATION -  4504
 OF2153  PID         -  OF2153
 OF2153  STATE/COUNTY-  NY/MONROE
 OF2153  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2153
 OF2153                         *CURRENT SURVEY CONTROL
 OF2153  ___________________________________________________________________
 OF2153* NAD 83(1996)-  43 06 45.69396(N)    077 40 47.29173(W)     ADJUSTED  
 OF2153* NAVD 88     -       164.1    (meters)     538.     (feet)  VERTCON   
 OF2153  ___________________________________________________________________
 OF2153  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 OF2153  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2153
 OF2153  HORZ ORDER  -  SECOND
 OF2153
 OF2153.This mark is at Greater Rochester Intl Airport (ROC)
 OF2153
 OF2153.The horizontal coordinates were established by classical geodetic methods
 OF2153.and adjusted by the National Geodetic Survey in January 1999..
 OF2153
 OF2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2153
 OF2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2153
 OF2153.The geoid height was determined by GEOID03.
 OF2153
 OF2153;                    North         East     Units Scale Factor Converg.
 OF2153;SPC NY W     -   346,085.000   423,535.540   MT  1.00000400   +0 37 03.1
 OF2153;SPC NY W     - 1,135,447.20  1,389,549.52   sFT  1.00000400   +0 37 03.1
 OF2153;UTM  18      - 4,776,815.304   281,967.902   MT  1.00018484   -1 49 55.9
 OF2153
 OF2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2153!SPC NY W     -   0.99997981  x   1.00000400  =   0.99998381
 OF2153!UTM  18      -   0.99997981  x   1.00018484  =   1.00016465
 OF2153
 OF2153:                Primary Azimuth Mark                     Grid Az
 OF2153:SPC NY W     -  4502                                     092 06 35.7
 OF2153:UTM  18      -  4502                                     094 33 34.7
 OF2153
 OF2153|---------------------------------------------------------------------|
 OF2153| PID    Reference Object                     Distance      Geod. Az  |
 OF2153|                                                           dddmmss.s |
 OF2153| OF2145 4502                                430.846 METERS 0924338.8 |
 OF2153| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 5.1 KM 2262214.6 |
 OF2153|---------------------------------------------------------------------|
 OF2153
 OF2153                          SUPERSEDED SURVEY CONTROL
 OF2153
 OF2153  NAD 83(1986)-  43 06 45.70081(N)    077 40 47.29065(W) AD(       ) 2
 OF2153  NAD 27      -  43 06 45.47878(N)    077 40 48.27894(W) AD(       ) 2
 OF2153  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 OF2153
 OF2153.Superseded values are not recommended for survey control.
 OF2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2153.See file dsdata.txt to determine how the superseded data were derived.
 OF2153
 OF2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8196876815(NAD 83)
 OF2153_MARKER: DE = TRAVERSE STATION DISK
 OF2153_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2153
 OF2153  HISTORY     - Date     Condition        Report By
 OF2153  HISTORY     - 1975     MONUMENTED       NY-055
 OF2153  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2153
 OF2153                          STATION DESCRIPTION
 OF2153
 OF2153'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2153'IN THE TOWN OF CHILI AT ROCHESTER - MONROE COUNTY AIRPORT, ON N SIDE
 OF2153'OF OLD ABANDONED RD, ABOUT 350 FT WESTERLY OF END OF WEIDNER RD, 86.0
 OF2153'FT E OF AIRPORT FENCE, 120 FT N OF CL OF OLD ABANDONED RD, AND 1.0 FT
 OF2153'SE OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2153'STAMPED---4504---IN CONCRETE POST AT GRADE.
 OF2153
 OF2153                          STATION RECOVERY (2001)
 OF2153
 OF2153'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2156 ***********************************************************************
 OF2156  CBN         -  This is a Cooperative Base Network Control Station.
 OF2156  DESIGNATION -  4506
 OF2156  PID         -  OF2156
 OF2156  STATE/COUNTY-  NY/MONROE
 OF2156  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2156
 OF2156                         *CURRENT SURVEY CONTROL
 OF2156  ___________________________________________________________________
 OF2156* NAD 83(1996)-  43 07 10.09903(N)    077 40 59.78761(W)     ADJUSTED  
 OF2156* NAVD 88     -       165.8    (meters)     544.     (feet)  GPS OBS   
 OF2156  ___________________________________________________________________
 OF2156  X           -     994,687.758 (meters)                     COMP
 OF2156  Y           -  -4,555,660.249 (meters)                     COMP
 OF2156  Z           -   4,337,288.524 (meters)                     COMP
 OF2156  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 OF2156  ELLIP HEIGHT-         130.56  (meters)          (12/03/02) GPS OBS
 OF2156  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2156
 OF2156  HORZ ORDER  -  B
 OF2156  ELLP ORDER  -  THIRD     CLASS I
 OF2156
 OF2156.The horizontal coordinates were established by GPS observations
 OF2156.and adjusted by the National Geodetic Survey in July 1997..
 OF2156
 OF2156.The orthometric height was determined by GPS observations and a
 OF2156.high-resolution geoid model.
 OF2156
 OF2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF2156
 OF2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2156
 OF2156.The ellipsoidal height was determined by GPS observations
 OF2156.and is referenced to NAD 83.
 OF2156
 OF2156.The geoid height was determined by GEOID03.
 OF2156
 OF2156;                    North         East     Units Scale Factor Converg.
 OF2156;SPC NY W     -   346,835.053   423,244.952   MT  1.00000347   +0 36 54.9
 OF2156;SPC NY W     - 1,137,908.00  1,388,596.15   sFT  1.00000347   +0 36 54.9
 OF2156;UTM  18      - 4,777,577.232   281,709.593   MT  1.00018622   -1 50 05.3
 OF2156
 OF2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2156!SPC NY W     -   0.99997953  x   1.00000347  =   0.99998300
 OF2156!UTM  18      -   0.99997953  x   1.00018622  =   1.00016574
 OF2156
 OF2156:                Primary Azimuth Mark                     Grid Az
 OF2156:SPC NY W     -  ROCHESTER EASTMAN BLDG DOME              047 46 53.8
 OF2156:UTM  18      -  ROCHESTER EASTMAN BLDG DOME              050 13 54.0
 OF2156
 OF2156|---------------------------------------------------------------------|
 OF2156| PID    Reference Object                     Distance      Geod. Az  |
 OF2156|                                                           dddmmss.s |
 OF2156| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX. 6.9 KM 0482348.7 |
 OF2156| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 4.6 KM 0771933.7 |
 OF2156| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX. 8.3 KM 0772740.5 |
 OF2156| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX. 8.3 KM 0773856.7 |
 OF2156| OF2154 4509                                389.826 METERS 33134     |
 OF2156|---------------------------------------------------------------------|
 OF2156
 OF2156                          SUPERSEDED SURVEY CONTROL
 OF2156
 OF2156  ELLIP H (07/22/97)  130.59   (m)                       GP(       ) 1 1
 OF2156  NAD 83(1986)-  43 07 10.10550(N)    077 40 59.78672(W) AD(       ) 2
 OF2156  NAD 27      -  43 07 09.88371(N)    077 41 00.77425(W) AD(       ) 2
 OF2156  NGVD 29 (07/19/86)  166.2    (m)          545.     (f) VERT ANG       
 OF2156
 OF2156.Superseded values are not recommended for survey control.
 OF2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2156.See file dsdata.txt to determine how the superseded data were derived.
 OF2156
 OF2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8171077577(NAD 83)
 OF2156_MARKER: DD = SURVEY DISK
 OF2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2156+STABILITY: SURFACE MOTION
 OF2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2156+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1995
 OF2156
 OF2156  HISTORY     - Date     Condition        Report By
 OF2156  HISTORY     - 1975     MONUMENTED       NY-055
 OF2156  HISTORY     - 19951201 SEE DESCRIPTION  NYDT
 OF2156
 OF2156                          STATION DESCRIPTION
 OF2156
 OF2156'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2156'IN TOWN OF CHILI ON N SIDE OF BEAHAN RD, 0.95 MI S OF CHILI AVE, 1.0
 OF2156'MI N OF PAUL RD, 21.0 FT N OF CL OF BEAHAN RD, 54.8 FT N OF UTILITY
 OF2156'POLE RGE 25, 45.5 FT N OF RR TRAFFIC SIGNAL, AND 6.8 FT W OF MOST
 OF2156'WESTERLY TRACK OF BALTIMORE AND OHIO RAILROAD.  STATION IS A STANDARD
 OF2156'DISK STAMPED---4506---IN CONCRETE POST 0.7 FT BELOW GRADE.
 OF2156
 OF2156                          STATION RECOVERY (1995)
 OF2156
 OF2156'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 OF2156'UPDATED DESCRIPTION FOLLOWS.  THE STATION IS 11.0 M (36.09 FT)
 OF2156'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 2.6 M (8.53 FT)
 OF2156'NORTHEAST OF THE EDGE OF ROAD, 6.3 M (20.67 FT) SOUTHWEST OF MCI CABLE
 OF2156'ROUTE MARKER 420 AND 0.2 M (0.66 FT) SOUTHEAST OF THE LINE RUNNING
 OF2156'SOUTHWESTERLY FROM MARKER 420 AND 421.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0009 ***********************************************************************
 NC0009  DESIGNATION -  45.07
 NC0009  PID         -  NC0009
 NC0009  STATE/COUNTY-  NY/WYOMING
 NC0009  USGS QUAD   -  CASTILE (1976)
 NC0009
 NC0009                         *CURRENT SURVEY CONTROL
 NC0009  ___________________________________________________________________
 NC0009* NAD 83(1986)-  42 43 35.     (N)    078 07 24.     (W)     SCALED    
 NC0009* NAVD 88     -       354.59   (+/-2cm)    1163.4    (feet)  VERTCON   
 NC0009  ___________________________________________________________________
 NC0009  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NC0009
 NC0009  VERT ORDER  -  THIRD (See Below)
 NC0009
 NC0009.The horizontal coordinates were scaled from a topographic map and have
 NC0009.an estimated accuracy of +/- 6 seconds.
 NC0009
 NC0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0009.The vertical order pertains to the NGVD 29 superseded value.
 NC0009
 NC0009.The geoid height was determined by GEOID03.
 NC0009
 NC0009;                    North         East    Units  Estimated Accuracy
 NC0009;SPC NY W     -   302,880.      387,670.      MT  (+/- 180 meters Scaled)
 NC0009
 NC0009                          SUPERSEDED SURVEY CONTROL
 NC0009
 NC0009  NGVD 29 (??/??/??)  354.73   (m)         1163.8    (f) RESET       3  
 NC0009
 NC0009.Superseded values are not recommended for survey control.
 NC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0009.See file dsdata.txt to determine how the superseded data were derived.
 NC0009
 NC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH355344(NAD 83)
 NC0009_MARKER: Z = SEE DESCRIPTION
 NC0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0009_SP_SET: CULVERT
 NC0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0009
 NC0009  HISTORY     - Date     Condition        Report By
 NC0009  HISTORY     - UNK      MONUMENTED       BORR
 NC0009  HISTORY     - 1929     GOOD             NGS
 NC0009  HISTORY     - 1972     MARK NOT FOUND   USGS
 NC0009
 NC0009                          STATION DESCRIPTION
 NC0009
 NC0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0009'2.6 MI S FROM WARSAW.
 NC0009'ON CULVERT 45.07, ON COPING, ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0009'CULVERT.
 NC0009
 NC0009                          STATION RECOVERY (1972)
 NC0009
 NC0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NC0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2158 ***********************************************************************
 OF2158  DESIGNATION -  4507
 OF2158  PID         -  OF2158
 OF2158  STATE/COUNTY-  NY/MONROE
 OF2158  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2158
 OF2158                         *CURRENT SURVEY CONTROL
 OF2158  ___________________________________________________________________
 OF2158* NAD 83(1996)-  43 06 47.94660(N)    077 41 18.21432(W)     ADJUSTED  
 OF2158* NAVD 88     -       164.1    (meters)     538.     (feet)  VERTCON   
 OF2158  ___________________________________________________________________
 OF2158  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 OF2158  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2158
 OF2158  HORZ ORDER  -  SECOND
 OF2158
 OF2158.The horizontal coordinates were established by classical geodetic methods
 OF2158.and adjusted by the National Geodetic Survey in January 1999..
 OF2158
 OF2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2158
 OF2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2158
 OF2158.The geoid height was determined by GEOID03.
 OF2158
 OF2158;                    North         East     Units Scale Factor Converg.
 OF2158;SPC NY W     -   346,147.012   422,835.712   MT  1.00000274   +0 36 42.0
 OF2158;SPC NY W     - 1,135,650.66  1,387,253.50   sFT  1.00000274   +0 36 42.0
 OF2158;UTM  18      - 4,776,907.190   281,271.236   MT  1.00018858   -1 50 17.1
 OF2158
 OF2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2158!SPC NY W     -   0.99997981  x   1.00000274  =   0.99998255
 OF2158!UTM  18      -   0.99997981  x   1.00018858  =   1.00016838
 OF2158
 OF2158:                Primary Azimuth Mark                     Grid Az
 OF2158:SPC NY W     -  ROCHESTER UNIV LIB BLDG DOME             070 18 26.7
 OF2158:UTM  18      -  ROCHESTER UNIV LIB BLDG DOME             072 45 25.8
 OF2158
 OF2158|---------------------------------------------------------------------|
 OF2158| PID    Reference Object                     Distance      Geod. Az  |
 OF2158|                                                           dddmmss.s |
 OF2158| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 5.2 KM 0705508.7 |
 OF2158| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX. 8.9 KM 0734353.3 |
 OF2158| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX. 8.8 KM 0735347.2 |
 OF2158| OF2121 WEST BRIGHTON TANK                  APPROX. 3.9 KM 1141804.6 |
 OF2158| OF2162 4510 ECC                            APPROX. 0.6 KM 3542111.1 |
 OF2158|---------------------------------------------------------------------|
 OF2158
 OF2158                          SUPERSEDED SURVEY CONTROL
 OF2158
 OF2158  NAD 83(1986)-  43 06 47.95337(N)    077 41 18.21329(W) AD(       ) 2
 OF2158  NAD 27      -  43 06 47.73165(N)    077 41 19.20081(W) AD(       ) 2
 OF2158  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 OF2158
 OF2158.Superseded values are not recommended for survey control.
 OF2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2158.See file dsdata.txt to determine how the superseded data were derived.
 OF2158
 OF2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8127176907(NAD 83)
 OF2158_MARKER: DE = TRAVERSE STATION DISK
 OF2158_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2158
 OF2158  HISTORY     - Date     Condition        Report By
 OF2158  HISTORY     - 1975     MONUMENTED       NY-055
 OF2158
 OF2158                          STATION DESCRIPTION
 OF2158
 OF2158'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2158'IN THE TOWN OF CHILI ON E SIDE OF FISHER RD, 0.25 MI N OF BEAHAN RD,
 OF2158'1.2 MI S OF CHILI AVE, 15.1 FT E OF CL OF FISHER RD, 4.6 FT E OF E
 OF2158'EDGE OF PAVEMENT, 63.5 FT N OF UTILITY POLE RGE 35 RTC 150, AND 6.5 FT
 OF2158'W OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2158'STAMPED---4507---IN CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2157 ***********************************************************************
 OF2157  DESIGNATION -  4508
 OF2157  PID         -  OF2157
 OF2157  STATE/COUNTY-  NY/MONROE
 OF2157  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2157
 OF2157                         *CURRENT SURVEY CONTROL
 OF2157  ___________________________________________________________________
 OF2157* NAD 83(1996)-  43 06 24.94570(N)    077 41 26.38904(W)     ADJUSTED  
 OF2157* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 OF2157  ___________________________________________________________________
 OF2157  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OF2157  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2157
 OF2157  HORZ ORDER  -  SECOND
 OF2157
 OF2157.The horizontal coordinates were established by classical geodetic methods
 OF2157.and adjusted by the National Geodetic Survey in January 1999..
 OF2157
 OF2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2157
 OF2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2157
 OF2157.The geoid height was determined by GEOID03.
 OF2157
 OF2157;                    North         East     Units Scale Factor Converg.
 OF2157;SPC NY W     -   345,435.280   422,658.461   MT  1.00000242   +0 36 36.2
 OF2157;SPC NY W     - 1,133,315.58  1,386,671.97   sFT  1.00000242   +0 36 36.2
 OF2157;UTM  18      - 4,776,203.552   281,063.688   MT  1.00018970   -1 50 21.9
 OF2157
 OF2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2157!SPC NY W     -   0.99998034  x   1.00000242  =   0.99998276
 OF2157!UTM  18      -   0.99998034  x   1.00018970  =   1.00017003
 OF2157
 OF2157:                Primary Azimuth Mark                     Grid Az
 OF2157:SPC NY W     -  4504                                     053 28 11.4
 OF2157:UTM  18      -  4504                                     055 55 09.5
 OF2157
 OF2157|---------------------------------------------------------------------|
 OF2157| PID    Reference Object                     Distance      Geod. Az  |
 OF2157|                                                           dddmmss.s |
 OF2157| OF2153 4504                                APPROX. 1.1 KM 0540447.6 |
 OF2157| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 5.6 KM 0643938.7 |
 OF2157| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 4.0 KM 2241604.3 |
 OF2157|---------------------------------------------------------------------|
 OF2157
 OF2157                          SUPERSEDED SURVEY CONTROL
 OF2157
 OF2157  NAD 83(1986)-  43 06 24.95258(N)    077 41 26.38775(W) AD(       ) 2
 OF2157  NAD 27      -  43 06 24.73035(N)    077 41 27.37568(W) AD(       ) 2
 OF2157  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG       
 OF2157
 OF2157.Superseded values are not recommended for survey control.
 OF2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2157.See file dsdata.txt to determine how the superseded data were derived.
 OF2157
 OF2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8106476204(NAD 83)
 OF2157_MARKER: DE = TRAVERSE STATION DISK
 OF2157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2157+STABILITY: SURFACE MOTION
 OF2157
 OF2157  HISTORY     - Date     Condition        Report By
 OF2157  HISTORY     - 1975     MONUMENTED       NY-055
 OF2157
 OF2157                          STATION DESCRIPTION
 OF2157
 OF2157'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2157'IN TOWN OF CHILI ON E SIDE OF BEAHAN RD AT PAUL RD, IN HEADWALL, 44.3
 OF2157'FT E OF CL OF BEAHAN RD, 16.3 FT E OF EDGE OF PAVEMENT, 36.6 FT N OF
 OF2157'CL OF PAUL RD PRODUCED, 0.3 FT W OF E END OF HEADWALL, AND 0.3 FT N OF
 OF2157'S END OF HEADWALL.  STATION IS A STANDARD DISK
 OF2157'STAMPED---4508---IMBEDDED IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2154 ***********************************************************************
 OF2154  DESIGNATION -  4509
 OF2154  PID         -  OF2154
 OF2154  STATE/COUNTY-  NY/MONROE
 OF2154  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2154
 OF2154                         *CURRENT SURVEY CONTROL
 OF2154  ___________________________________________________________________
 OF2154* NAD 83(1996)-  43 07 21.20717(N)    077 41 07.99894(W)     ADJUSTED  
 OF2154* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 OF2154  ___________________________________________________________________
 OF2154  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 OF2154  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF2154
 OF2154  HORZ ORDER  -  SECOND
 OF2154
 OF2154.The horizontal coordinates were established by classical geodetic methods
 OF2154.and adjusted by the National Geodetic Survey in January 1999..
 OF2154
 OF2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2154
 OF2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2154
 OF2154.The geoid height was determined by GEOID03.
 OF2154
 OF2154;                    North         East     Units Scale Factor Converg.
 OF2154;SPC NY W     -   347,175.838   423,055.662   MT  1.00000313   +0 36 49.4
 OF2154;SPC NY W     - 1,139,026.06  1,387,975.12   sFT  1.00000313   +0 36 49.4
 OF2154;UTM  18      - 4,777,925.862   281,535.013   MT  1.00018716   -1 50 11.3
 OF2154
 OF2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2154!SPC NY W     -   0.99997963  x   1.00000313  =   0.99998276
 OF2154!UTM  18      -   0.99997963  x   1.00018716  =   1.00016678
 OF2154
 OF2154|---------------------------------------------------------------------|
 OF2154| PID    Reference Object                     Distance      Geod. Az  |
 OF2154|                                                           dddmmss.s |
 OF2154| OF2156 4506                                389.826 METERS 15134     |
 OF2154| OF2160 4534                                258.277 METERS 35533     |
 OF2154|---------------------------------------------------------------------|
 OF2154
 OF2154                          SUPERSEDED SURVEY CONTROL
 OF2154
 OF2154  NAD 83(1986)-  43 07 21.21371(N)    077 41 07.99813(W) AD(       ) 2
 OF2154  NAD 27      -  43 07 20.99201(N)    077 41 08.98512(W) AD(       ) 2
 OF2154  NGVD 29 (07/19/86)  165.5    (m)          543.     (f) VERT ANG       
 OF2154
 OF2154.Superseded values are not recommended for survey control.
 OF2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2154.See file dsdata.txt to determine how the superseded data were derived.
 OF2154
 OF2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8153577926(NAD 83)
 OF2154_MARKER: DE = TRAVERSE STATION DISK
 OF2154_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2154
 OF2154  HISTORY     - Date     Condition        Report By
 OF2154  HISTORY     - 1975     MONUMENTED       NY-055
 OF2154
 OF2154                          STATION DESCRIPTION
 OF2154
 OF2154'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2154'IN THE TOWN OF CHILI ON W SIDE OF BEAHAN RD, 0.25 MI N OF RR CROSSING,
 OF2154'0.75 MI S OF CHILI AVE 23.1 FT W OF CL OF BEAHAN RD, 10.6 FT W OF EDGE
 OF2154'OF CONCRETE GUTTER, 26.9 FT SE OF UTILITY POLE RTC 21-1/2, 32.1 NE OF
 OF2154'HYDRANT, AND 39.5 FT S OF S RANGELINE OF HOUSE NO 673.  STATION IS A
 OF2154'STANDARD DISK STAMPED---4509---IN CONCRETE POST 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2008 ***********************************************************************
 OE2008  DESIGNATION -  450=BOYNTON
 OE2008  PID         -  OE2008
 OE2008  STATE/COUNTY-  NY/JEFFERSON
 OE2008  USGS QUAD   -  WATERTOWN (1982)
 OE2008
 OE2008                         *CURRENT SURVEY CONTROL
 OE2008  ___________________________________________________________________
 OE2008* NAD 83(1996)-  43 53 52.58898(N)    075 55 38.52556(W)     ADJUSTED  
 OE2008* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 OE2008  ___________________________________________________________________
 OE2008  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 OE2008  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 OE2008
 OE2008  HORZ ORDER  -  FIRST
 OE2008
 OE2008.The horizontal coordinates were established by classical geodetic methods
 OE2008.and adjusted by the National Geodetic Survey in January 1999..
 OE2008
 OE2008.The orthometric height was scaled from a topographic map.
 OE2008
 OE2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE2008
 OE2008.The geoid height was determined by GEOID03.
 OE2008
 OE2008;                    North         East     Units Scale Factor Converg.
 OE2008;SPC NY C     -   433,135.596   302,699.320   MT  0.99997165   +0 27 17.4
 OE2008;SPC NY C     - 1,421,045.70    993,106.02   sFT  0.99997165   +0 27 17.4
 OE2008;UTM  18      - 4,860,955.460   425,521.617   MT  0.99966822   -0 38 35.0
 OE2008
 OE2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE2008!SPC NY C     -   0.99995853  x   0.99997165  =   0.99993018
 OE2008!UTM  18      -   0.99995853  x   0.99966822  =   0.99962676
 OE2008
 OE2008|---------------------------------------------------------------------|
 OE2008| PID    Reference Object                     Distance      Geod. Az  |
 OE2008|                                                           dddmmss.s |
 OE2008| CZ7513 BOYNTON RM 1                         11.363 METERS 01949     |
 OE2008| CZ7514 BOYNTON RM 2                         15.970 METERS 22915     |
 OE2008| OF0217 DEXTER                              APPROX.13.3 KM 3245748.1 |
 OE2008| CZ7512 BOYNTON AZ MK                                      3271104.6 |
 OE2008|---------------------------------------------------------------------|
 OE2008
 OE2008                          SUPERSEDED SURVEY CONTROL
 OE2008
 OE2008  NAD 83(1986)-  43 53 52.59334(N)    075 55 38.52236(W) AD(       ) 1
 OE2008  NAD 27      -  43 53 52.36400(N)    075 55 39.81800(W) AD(       ) 1
 OE2008
 OE2008.Superseded values are not recommended for survey control.
 OE2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2008.See file dsdata.txt to determine how the superseded data were derived.
 OE2008
 OE2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP2552260955(NAD 83)
 OE2008
 OE2008  HISTORY     - Date     Condition        Report By
 OE2008  HISTORY     - 1942     MONUMENTED       CGS
 OE2008  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OE2008
 OE2008                          STATION DESCRIPTION
 OE2008
 OE2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE2008'STATION IS ABOUT 5.5 MILES S OF WATERTOWN, ON A HIGH GRASSY HILL ON
 OE2008'LAND OWNED AND OCCUPIED BY E. PORTER, WHO LIVES ABOUT 0.25 MILE N
 OE2008'OF THE STATION.
 OE2008'
 OE2008'STATION MARK IS A 6- BY 6-INCH GRANITE BLOCK, PROJECTING ABOUT
 OE2008'8 INCHES AND HAS A COPPER BOLT IN THE CENTER.  THE BOLT IS STAMPED
 OE2008'U.S.G.S. 450 N Y.
 OE2008'
 OE2008'REFERENCE MARK NO.1 IS N OF THE STATION.  IT IS A BRONZE DISK
 OE2008'SET IN A DRILL HOLE IN A BOULDER AND STAMPED BOYNTON NO.1 1942
 OE2008'(U.S.G.S.).
 OE2008'
 OE2008'REFERENCE MARK NO.2 IS SW OF THE STATION.  IT IS A BRONZE DISK
 OE2008'SET IN A DRILL HOLE IN A BOULDER AND STAMPED BOYNTON NO.2 1942
 OE2008'(U.S.G.S.).
 OE2008'
 OE2008'THE AZIMUTH MARK IS NW OF THE STATION, 25.5 FEET N OF THE CENTER
 OE2008'LINE OF A GRAVEL ROAD, 64 FEET E OF THE CENTER OF A Y-INTERSECTION,
 OE2008'33 FEET E OF A CULVERT, 2.5 FEET W OF A WHITE REFERENCE POST AND
 OE2008'1 FOOT S OF A FENCE.  IT IS A BRONZE DISK SET IN CONCRETE, AS
 OE2008'DESCRIBED IN NOTE 11A, IS STAMPED BOYNTON 1942 (U.S.G.S.) AND
 OE2008'PROJECTS ABOUT 4 INCHES.
 OE2008'
 OE2008'TO REACH THE STATION FROM THE SQUARE IN WATERTOWN, GO S ON
 OE2008'U.S. HIGHWAY 11 FOR 2.5 MILES TO A BLACK TOP ROAD LEFT.  TURN LEFT
 OE2008'AND GO 2.75 MILES TO A GRAVEL ROAD LEFT AND THE AZIMUTH MARK ON
 OE2008'THE LEFT.  TURN LEFT AND GO 0.35 MILE TO THE FARM OF MR. PORTER ON
 OE2008'THE RIGHT.  TURN RIGHT AROUND BARN AND GO S ABOUT 0.25 MILE TO
 OE2008'TOP OF GRASSY HILL AND STATION.
 OE2008'
 OE2008'A 50-FOOT SIGNAL AT DEXTER, A 77-FOOT SIGNAL AT BUCKMINSTER
 OE2008'(U.S.G.S.) AND A 77-FOOT SIGNAL AT JOHNSON (U.S.G.S.) ARE VISIBLE
 OE2008'FROM THE GROUND.
 OE2008
 OE2008                          STATION RECOVERY (1974)
 OE2008
 OE2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 OE2008'STATION MARK, RM NO.1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OE2008'CONDITION.  RM NO.2 WAS NOT FOUND.  TIMBER BLOCKS VIEW TO NORTH AND
 OE2008'SOUTH FROM STATION.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 OE2008'
 OE2008'STATION IS LOCATED ON A HIGH GRASSY HILL.  145 FEET SOUTHEAST OF
 OE2008'AN 8-INCH MAPLE, 224 FEET SOUTH-SOUTHWEST OF AN ANGLE IN A WIRE
 OE2008'FENCE, 75.5 FEET WEST-NORTHWEST OF A 12-INCH ELM AND ABOUT 50 FEET
 OE2008'NORTHWEST OF A WIRE FENCE.  STATION IS MARKED BY A 6-INCH-SQUARE
 OE2008'GRANITE POST PROJECTING 8 INCHES FROM GROUND, WITH A COPPER BOLT
 OE2008'SET IN A DRILL HOLE IN THE CENTER.  USGS 450 NY IS STAMPED ON
 OE2008'THE HEAD OF THE BOLT.
 OE2008'
 OE2008'RM NO.1 IS A STANDARD DISK STAMPED BOYNTON (USGS) NO 1 1942,
 OE2008'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES FROM
 OE2008'GROUND.  IT IS 187 FEET SOUTH-SOUTHWEST OF THE ANGLE IN THE FENCE.
 OE2008'
 OE2008'AZIMUTH MARK IS A STANDARD DISK STAMPED BOYNTON USGS 1942,
 OE2008'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH FROM
 OE2008'GROUND.  IT IS 33 FEET EAST OF EAST END OF A CULVERT, 3 FEET NORTH
 OE2008'OF A FENCE LINE, 25.5 FEET NORTH OF CENTER LINE OF FRALIC ROAD,
 OE2008'AND 64 FEET EAST OF THE Y-INTERSECTION OF DRY HILL RD. AND FRALIC
 OE2008'RD.
 OE2008'
 OE2008'TO REACH STATION FROM THE TOWN SQUARE IN WATERTOWN, GO SOUTH ON
 OE2008'U.S. HIGHWAY 11 FOR 2.5 MILES TO MACADAM SIDE ROAD LEFT, GO LEFT
 OE2008'SOUTHERLY, FOR 2.75 MILES TO T-ROAD LEFT, AND AZIMUTH MARK ON
 OE2008'LEFT.  TURN LEFT AND GO EAST ON FRALIC ROAD FOR 0.35 MILE TO FARM
 OE2008'BUILDINGS ON RIGHT.  TAKE FARM ROAD SOUTHERLY, PASSING FARM
 OE2008'BUILDINGS, AND GO 0.25 MILE TO TOP OF HILL AND STATION.
 OE2008'
 OE2008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE2008'5-1/2 MILES SOUTH OF WATERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2165 ***********************************************************************
 OF2165  DESIGNATION -  4510
 OF2165  PID         -  OF2165
 OF2165  STATE/COUNTY-  NY/MONROE
 OF2165  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2165
 OF2165                         *CURRENT SURVEY CONTROL
 OF2165  ___________________________________________________________________
 OF2165* NAD 83(1996)-  43 07 07.92439(N)    077 41 21.01458(W)     ADJUSTED  
 OF2165* NAVD 88     -       165.5    (meters)     543.     (feet)  VERTCON   
 OF2165  ___________________________________________________________________
 OF2165  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OF2165  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2165
 OF2165  HORZ ORDER  -  SECOND
 OF2165
 OF2165.The horizontal coordinates were established by classical geodetic methods
 OF2165.and adjusted by the National Geodetic Survey in January 1999..
 OF2165
 OF2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2165
 OF2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2165
 OF2165.The geoid height was determined by GEOID03.
 OF2165
 OF2165;                    North         East     Units Scale Factor Converg.
 OF2165;SPC NY W     -   346,762.812   422,765.830   MT  1.00000261   +0 36 40.3
 OF2165;SPC NY W     - 1,137,670.99  1,387,024.23   sFT  1.00000261   +0 36 40.3
 OF2165;UTM  18      - 4,777,525.529   281,227.732   MT  1.00018881   -1 50 19.7
 OF2165
 OF2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2165!SPC NY W     -   0.99997959  x   1.00000261  =   0.99998220
 OF2165!UTM  18      -   0.99997959  x   1.00018881  =   1.00016840
 OF2165
 OF2165|---------------------------------------------------------------------|
 OF2165| PID    Reference Object                     Distance      Geod. Az  |
 OF2165|                                                           dddmmss.s |
 OF2165| OF2162 4510 ECC                              2.342 METERS 07940     |
 OF2165| OF2319 654 1                               APPROX. 0.7 KM 3430744.9 |
 OF2165|---------------------------------------------------------------------|
 OF2165
 OF2165                          SUPERSEDED SURVEY CONTROL
 OF2165
 OF2165  NAD 83(1986)-  43 07 07.93117(N)    077 41 21.01368(W) AD(       ) 2
 OF2165  NAD 27      -  43 07 07.70966(N)    077 41 22.00073(W) AD(       ) 2
 OF2165  NGVD 29 (07/19/86)  165.7    (m)          544.     (f) VERT ANG       
 OF2165
 OF2165.Superseded values are not recommended for survey control.
 OF2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2165.See file dsdata.txt to determine how the superseded data were derived.
 OF2165
 OF2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8122877526(NAD 83)
 OF2165_MARKER: DE = TRAVERSE STATION DISK
 OF2165_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2165
 OF2165  HISTORY     - Date     Condition        Report By
 OF2165  HISTORY     - 1975     MONUMENTED       NY-055
 OF2165
 OF2165                          STATION DESCRIPTION
 OF2165
 OF2165'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2165'IN TOWN OF CHILI ON W SIDE OF FISHER RD, 0.6 MI N OF BEAHAN RD, 0.85
 OF2165'MI S OF CHILI AVE, 26.2 FT W OF CL FISHER RD, 16.1 FT W OF W EDGE
 OF2165'OF PAVEMENT, 8.4 FT S OF UTILITY POLE RGE 25, AND 5.0 FT N OF MONROE
 OF2165'COUNTY WITNESS POST.  STATION IS A STANDARD DISK STAMPED---4510---IN
 OF2165'CONCRETE POST 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0048 ***********************************************************************
 NA0048  DESIGNATION -  45=100 A
 NA0048  PID         -  NA0048
 NA0048  STATE/COUNTY-  NY/MONTGOMERY
 NA0048  USGS QUAD   -  TRIBES HILL (1980)
 NA0048
 NA0048                         *CURRENT SURVEY CONTROL
 NA0048  ___________________________________________________________________
 NA0048* NAD 83(1986)-  42 56 28.     (N)    074 17 01.     (W)     SCALED    
 NA0048* NAVD 88     -        90.542  (meters)     297.05   (feet)  ADJUSTED  
 NA0048  ___________________________________________________________________
 NA0048  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA0048  DYNAMIC HT  -          90.518 (meters)     296.97  (feet)  COMP
 NA0048  MODELED GRAV-     980,357.6   (mgal)                       NAVD 88
 NA0048
 NA0048  VERT ORDER  -  FIRST     CLASS II
 NA0048
 NA0048.The horizontal coordinates were scaled from a topographic map and have
 NA0048.an estimated accuracy of +/- 6 seconds.
 NA0048
 NA0048.The orthometric height was determined by differential leveling
 NA0048.and adjusted by the National Geodetic Survey in June 1991..
 NA0048
 NA0048.The geoid height was determined by GEOID03.
 NA0048
 NA0048.The dynamic height is computed by dividing the NAVD 88
 NA0048.geopotential number by the normal gravity value computed on the
 NA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0048.degrees latitude (g = 980.6199 gals.).
 NA0048
 NA0048.The modeled gravity was interpolated from observed gravity values.
 NA0048
 NA0048;                    North         East    Units  Estimated Accuracy
 NA0048;SPC NY E     -   456,150.      167,660.      MT  (+/- 180 meters Scaled)
 NA0048
 NA0048                          SUPERSEDED SURVEY CONTROL
 NA0048
 NA0048  NGVD 29 (??/??/92)   90.695  (m)          297.56   (f) ADJ UNCH    1 2
 NA0048
 NA0048.Superseded values are not recommended for survey control.
 NA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0048.See file dsdata.txt to determine how the superseded data were derived.
 NA0048
 NA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN584545(NAD 83)
 NA0048_MARKER: Z = SEE DESCRIPTION
 NA0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0048_SP_SET: WALL
 NA0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0048
 NA0048  HISTORY     - Date     Condition        Report By
 NA0048  HISTORY     - UNK      MONUMENTED       USLS
 NA0048  HISTORY     - 1931     GOOD             NGS
 NA0048
 NA0048                          STATION DESCRIPTION
 NA0048
 NA0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0048'AT FT JOHNSON.
 NA0048'AT FORT JOHNSON, MONTGOMERY CO., AT THE SOUTH LOCK OF LOCK NO. 30 AND
 NA0048'ON THE FIRST STONE EAST OF THE JUNCTION OF THE OLD WALL, AND THE
 NA0048'EXTENSION OF THE NORTH WALL.  A CHISEL MARK NOTE--THE MARK IS AT THE
 NA0048'WEST EDGE OF ROAD AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2195 ***********************************************************************
 OF2195  DESIGNATION -  4511
 OF2195  PID         -  OF2195
 OF2195  STATE/COUNTY-  NY/MONROE
 OF2195  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2195
 OF2195                         *CURRENT SURVEY CONTROL
 OF2195  ___________________________________________________________________
 OF2195* NAD 83(1996)-  43 07 21.95349(N)    077 42 34.32819(W)     ADJUSTED  
 OF2195* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 OF2195  ___________________________________________________________________
 OF2195  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OF2195  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2195
 OF2195  HORZ ORDER  -  SECOND
 OF2195
 OF2195.The horizontal coordinates were established by classical geodetic methods
 OF2195.and adjusted by the National Geodetic Survey in January 1999..
 OF2195
 OF2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2195
 OF2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2195
 OF2195.The geoid height was determined by GEOID03.
 OF2195
 OF2195;                    North         East     Units Scale Factor Converg.
 OF2195;SPC NY W     -   347,178.245   421,104.038   MT  0.99999967   +0 35 50.4
 OF2195;SPC NY W     - 1,139,033.96  1,381,572.16   sFT  0.99999967   +0 35 50.4
 OF2195;UTM  18      - 4,778,011.716   279,584.904   MT  1.00019769   -1 51 10.4
 OF2195
 OF2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2195!SPC NY W     -   0.99997810  x   0.99999967  =   0.99997777
 OF2195!UTM  18      -   0.99997810  x   1.00019769  =   1.00017579
 OF2195
 OF2195:                Primary Azimuth Mark                     Grid Az
 OF2195:SPC NY W     -  4124                                     058 00 48.6
 OF2195:UTM  18      -  4124                                     060 27 49.4
 OF2195
 OF2195|---------------------------------------------------------------------|
 OF2195| PID    Reference Object                     Distance      Geod. Az  |
 OF2195|                                                           dddmmss.s |
 OF2195| OF2324 4124                                APPROX. 0.7 KM 0583639.0 |
 OF2195| OF2190 4512                                400.021 METERS 2342806.6 |
 OF2195| OF2194 656 1                                37.458 METERS 23432     |
 OF2195|---------------------------------------------------------------------|
 OF2195
 OF2195                          SUPERSEDED SURVEY CONTROL
 OF2195
 OF2195  NAD 83(1986)-  43 07 21.96065(N)    077 42 34.32706(W) AD(       ) 2
 OF2195  NAD 27      -  43 07 21.74031(N)    077 42 35.31173(W) AD(       ) 2
 OF2195  NGVD 29 (07/19/86)  175.2    (m)          575.     (f) VERT ANG       
 OF2195
 OF2195.Superseded values are not recommended for survey control.
 OF2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2195.See file dsdata.txt to determine how the superseded data were derived.
 OF2195
 OF2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7958578012(NAD 83)
 OF2195_MARKER: DE = TRAVERSE STATION DISK
 OF2195_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2195
 OF2195  HISTORY     - Date     Condition        Report By
 OF2195  HISTORY     - 1975     MONUMENTED       NY-055
 OF2195
 OF2195                          STATION DESCRIPTION
 OF2195
 OF2195'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2195'IN TOWN OF CHILI IN PVMT AT NE COR CHILI AVE AND PIXLEY RD, 26.8 FT
 OF2195'N OF CL OF CHILI AVE, 9.0 FT E OF CL OF PIXLEY RD, 33.0 FT E OF
 OF2195'UTILITY POLE RGE 40 552, AND 18.1 FT W OF HYDRANT.  STATION IS A
 OF2195'STANDARD DISK STAMPED---4511---IN CONCRETE POST WITH CAST IRON FRAME
 OF2195'AND COVER 0.7 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2190 ***********************************************************************
 OF2190  DESIGNATION -  4512
 OF2190  PID         -  OF2190
 OF2190  STATE/COUNTY-  NY/MONROE
 OF2190  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2190
 OF2190                         *CURRENT SURVEY CONTROL
 OF2190  ___________________________________________________________________
 OF2190* NAD 83(1996)-  43 07 14.42004(N)    077 42 48.72867(W)     ADJUSTED  
 OF2190* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 OF2190  ___________________________________________________________________
 OF2190  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OF2190  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2190
 OF2190  HORZ ORDER  -  SECOND
 OF2190
 OF2190.The horizontal coordinates were established by classical geodetic methods
 OF2190.and adjusted by the National Geodetic Survey in January 1999..
 OF2190
 OF2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2190
 OF2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2190
 OF2190.The geoid height was determined by GEOID03.
 OF2190
 OF2190;                    North         East     Units Scale Factor Converg.
 OF2190;SPC NY W     -   346,942.391   420,780.944   MT  0.99999911   +0 35 40.4
 OF2190;SPC NY W     - 1,138,260.16  1,380,512.15   sFT  0.99999911   +0 35 40.4
 OF2190;UTM  18      - 4,777,789.846   279,251.956   MT  1.00019950   -1 51 20.0
 OF2190
 OF2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2190!SPC NY W     -   0.99997652  x   0.99999911  =   0.99997563
 OF2190!UTM  18      -   0.99997652  x   1.00019950  =   1.00017601
 OF2190
 OF2190:                Primary Azimuth Mark                     Grid Az
 OF2190:SPC NY W     -  4511                                     053 52 16.3
 OF2190:UTM  18      -  4511                                     056 19 16.7
 OF2190
 OF2190|---------------------------------------------------------------------|
 OF2190| PID    Reference Object                     Distance      Geod. Az  |
 OF2190|                                                           dddmmss.s |
 OF2190| OF2195 4511                                400.021 METERS 0542756.7 |
 OF2190| OF2194 656 1                               362.564 METERS 05427     |
 OF2190| OF2187 4513                                144.027 METERS 23623     |
 OF2190|---------------------------------------------------------------------|
 OF2190
 OF2190                          SUPERSEDED SURVEY CONTROL
 OF2190
 OF2190  NAD 83(1986)-  43 07 14.42728(N)    077 42 48.72749(W) AD(       ) 2
 OF2190  NAD 27      -  43 07 14.20690(N)    077 42 49.71207(W) AD(       ) 2
 OF2190  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 OF2190
 OF2190.Superseded values are not recommended for survey control.
 OF2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2190.See file dsdata.txt to determine how the superseded data were derived.
 OF2190
 OF2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7925277790(NAD 83)
 OF2190_MARKER: DE = TRAVERSE STATION DISK
 OF2190_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2190
 OF2190  HISTORY     - Date     Condition        Report By
 OF2190  HISTORY     - 1975     MONUMENTED       NY-055
 OF2190
 OF2190                          STATION DESCRIPTION
 OF2190
 OF2190'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2190'IN TOWN OF CHILI ON S SIDE OF CHILI AVE, 0.1 MI E OF MARSHALL RD, 0.25
 OF2190'MI W OF PIXLEY RD, 23.8 FT S OF CL OF CHILI AVE, 12.5 FT S OF EDGE OF
 OF2190'PAVEMENT, AND 4.3 FT SW OF UTILITY POLE RGE 68.  STATION IS A STANDARD
 OF2190'DISK STAMPED---4512---IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2187 ***********************************************************************
 OF2187  DESIGNATION -  4513
 OF2187  PID         -  OF2187
 OF2187  STATE/COUNTY-  NY/MONROE
 OF2187  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2187
 OF2187                         *CURRENT SURVEY CONTROL
 OF2187  ___________________________________________________________________
 OF2187* NAD 83(1996)-  43 07 11.83613(N)    077 42 54.03433(W)     ADJUSTED  
 OF2187* NAVD 88     -       182.5    (meters)     599.     (feet)  VERTCON   
 OF2187  ___________________________________________________________________
 OF2187  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OF2187  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2187
 OF2187  HORZ ORDER  -  SECOND
 OF2187
 OF2187.The horizontal coordinates were established by classical geodetic methods
 OF2187.and adjusted by the National Geodetic Survey in January 1999..
 OF2187
 OF2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2187
 OF2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2187
 OF2187.The geoid height was determined by GEOID03.
 OF2187
 OF2187;                    North         East     Units Scale Factor Converg.
 OF2187;SPC NY W     -   346,861.414   420,661.838   MT  0.99999890   +0 35 36.8
 OF2187;SPC NY W     - 1,137,994.49  1,380,121.38   sFT  0.99999890   +0 35 36.8
 OF2187;UTM  18      - 4,777,714.019   279,129.472   MT  1.00020016   -1 51 23.5
 OF2187
 OF2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2187!SPC NY W     -   0.99997692  x   0.99999890  =   0.99997582
 OF2187!UTM  18      -   0.99997692  x   1.00020016  =   1.00017708
 OF2187
 OF2187|---------------------------------------------------------------------|
 OF2187| PID    Reference Object                     Distance      Geod. Az  |
 OF2187|                                                           dddmmss.s |
 OF2187| OF2190 4512                                144.027 METERS 05623     |
 OF2187| OF2181 4514                                APPROX. 0.9 KM 2412601.0 |
 OF2187|---------------------------------------------------------------------|
 OF2187
 OF2187                          SUPERSEDED SURVEY CONTROL
 OF2187
 OF2187  NAD 83(1986)-  43 07 11.84341(N)    077 42 54.03308(W) AD(       ) 2
 OF2187  NAD 27      -  43 07 11.62294(N)    077 42 55.01780(W) AD(       ) 2
 OF2187  NGVD 29 (07/19/86)  182.7    (m)          599.     (f) VERT ANG       
 OF2187
 OF2187.Superseded values are not recommended for survey control.
 OF2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2187.See file dsdata.txt to determine how the superseded data were derived.
 OF2187
 OF2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7912977714(NAD 83)
 OF2187_MARKER: DE = TRAVERSE STATION DISK
 OF2187_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2187
 OF2187  HISTORY     - Date     Condition        Report By
 OF2187  HISTORY     - 1975     MONUMENTED       NY-055
 OF2187  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2187
 OF2187                          STATION DESCRIPTION
 OF2187
 OF2187'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2187'IN TOWN OF CHILI IN SE CORNER AT INTERSECTION OF CHILI AVE AND
 OF2187'MARSHALL RD IN PAVEMENT, 11.0 FT E OF CL OF MARSHALL RD, 26.7 FT S OF
 OF2187'CL OF CHILI AVE, AND 10.0 FT NW OF UTILITY POLE 950 281 635 RTC 1/2.
 OF2187'STATION IS A STANDARD DISK STAMPED---4513---IN CONCRETE POST WITH CAST
 OF2187'IRON FRAME AND COVER 0.7 FT BELOW GRADE.
 OF2187
 OF2187                          STATION RECOVERY (2001)
 OF2187
 OF2187'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2187'BURIED UNDER NEW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2181 ***********************************************************************
 OF2181  DESIGNATION -  4514
 OF2181  PID         -  OF2181
 OF2181  STATE/COUNTY-  NY/MONROE
 OF2181  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2181
 OF2181                         *CURRENT SURVEY CONTROL
 OF2181  ___________________________________________________________________
 OF2181* NAD 83(1996)-  43 06 58.49835(N)    077 43 27.47038(W)     ADJUSTED  
 OF2181* NAVD 88     -       171.0    (meters)     561.     (feet)  VERTCON   
 OF2181  ___________________________________________________________________
 OF2181  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 OF2181  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2181
 OF2181  HORZ ORDER  -  SECOND
 OF2181
 OF2181.The horizontal coordinates were established by classical geodetic methods
 OF2181.and adjusted by the National Geodetic Survey in January 1999..
 OF2181
 OF2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2181
 OF2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2181
 OF2181.The geoid height was determined by GEOID03.
 OF2181
 OF2181;                    North         East     Units Scale Factor Converg.
 OF2181;SPC NY W     -   346,442.048   419,910.236   MT  0.99999760   +0 35 13.8
 OF2181;SPC NY W     - 1,136,618.62  1,377,655.50   sFT  0.99999760   +0 35 13.8
 OF2181;UTM  18      - 4,777,327.086   278,360.474   MT  1.00020435   -1 51 45.9
 OF2181
 OF2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2181!SPC NY W     -   0.99997872  x   0.99999760  =   0.99997632
 OF2181!UTM  18      -   0.99997872  x   1.00020435  =   1.00018307
 OF2181
 OF2181|---------------------------------------------------------------------|
 OF2181| PID    Reference Object                     Distance      Geod. Az  |
 OF2181|                                                           dddmmss.s |
 OF2181| OF2183 656 3                                93.340 METERS 06038     |
 OF2181| OF2190 4512                                APPROX. 1.0 KM 0604213.5 |
 OF2181| OF2212 4515                                311.256 METERS 26605     |
 OF2181|---------------------------------------------------------------------|
 OF2181
 OF2181                          SUPERSEDED SURVEY CONTROL
 OF2181
 OF2181  NAD 83(1986)-  43 06 58.50561(N)    077 43 27.46919(W) AD(       ) 2
 OF2181  NAD 27      -  43 06 58.28544(N)    077 43 28.45295(W) AD(       ) 2
 OF2181  NGVD 29 (07/19/86)  171.2    (m)          562.     (f) VERT ANG       
 OF2181
 OF2181.Superseded values are not recommended for survey control.
 OF2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2181.See file dsdata.txt to determine how the superseded data were derived.
 OF2181
 OF2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7836077327(NAD 83)
 OF2181_MARKER: DE = TRAVERSE STATION DISK
 OF2181_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2181
 OF2181  HISTORY     - Date     Condition        Report By
 OF2181  HISTORY     - 1975     MONUMENTED       NY-055
 OF2181
 OF2181                          STATION DESCRIPTION
 OF2181
 OF2181'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2181'IN TOWN OF CHILI ON S SIDE OF CHILI AVE, 0.2 MI E OF CHESTNUTRIDGE RD,
 OF2181'0.55 MI W OF MARSHALL RD, 25.9 FT S OF CL OF CHILI AVE, 14.7 FT S OF
 OF2181'WHITE LINE ALONG EDGE OF CHILI AVE, 9.9 FT SW OF UTILITY POLE 183 RGE
 OF2181'105B RTC 118, 0.5 FT S OF N EDGE OF CONCRETE MANHOLE COVER.
 OF2181'STATION IS A STANDARD DISK STAMPED---4514---IMBEDDED IN CONCRETE
 OF2181'MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2212 ***********************************************************************
 OF2212  DESIGNATION -  4515
 OF2212  PID         -  OF2212
 OF2212  STATE/COUNTY-  NY/MONROE
 OF2212  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2212
 OF2212                         *CURRENT SURVEY CONTROL
 OF2212  ___________________________________________________________________
 OF2212* NAD 83(1996)-  43 06 57.80967(N)    077 43 41.20605(W)     ADJUSTED  
 OF2212* NAVD 88     -       171.0    (meters)     561.     (feet)  VERTCON   
 OF2212  ___________________________________________________________________
 OF2212  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OF2212  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2212
 OF2212  HORZ ORDER  -  SECOND
 OF2212
 OF2212.The horizontal coordinates were established by classical geodetic methods
 OF2212.and adjusted by the National Geodetic Survey in January 1999..
 OF2212
 OF2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2212
 OF2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2212
 OF2212.The geoid height was determined by GEOID03.
 OF2212
 OF2212;                    North         East     Units Scale Factor Converg.
 OF2212;SPC NY W     -   346,417.621   419,599.941   MT  0.99999707   +0 35 04.4
 OF2212;SPC NY W     - 1,136,538.48  1,376,637.47   sFT  0.99999707   +0 35 04.4
 OF2212;UTM  18      - 4,777,315.944   278,049.353   MT  1.00020605   -1 51 55.3
 OF2212
 OF2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2212!SPC NY W     -   0.99997872  x   0.99999707  =   0.99997579
 OF2212!UTM  18      -   0.99997872  x   1.00020605  =   1.00018477
 OF2212
 OF2212|---------------------------------------------------------------------|
 OF2212| PID    Reference Object                     Distance      Geod. Az  |
 OF2212|                                                           dddmmss.s |
 OF2212| OF2181 4514                                311.256 METERS 08605     |
 OF2212| OF2207 4516                                425.613 METERS 2354401.8 |
 OF2212|---------------------------------------------------------------------|
 OF2212
 OF2212                          SUPERSEDED SURVEY CONTROL
 OF2212
 OF2212  NAD 83(1986)-  43 06 57.81691(N)    077 43 41.20496(W) AD(       ) 2
 OF2212  NAD 27      -  43 06 57.59682(N)    077 43 42.18825(W) AD(       ) 2
 OF2212  NGVD 29 (07/19/86)  171.2    (m)          562.     (f) VERT ANG       
 OF2212
 OF2212.Superseded values are not recommended for survey control.
 OF2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2212.See file dsdata.txt to determine how the superseded data were derived.
 OF2212
 OF2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7804977316(NAD 83)
 OF2212_MARKER: DE = TRAVERSE STATION DISK
 OF2212_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2212
 OF2212  HISTORY     - Date     Condition        Report By
 OF2212  HISTORY     - 1975     MONUMENTED       NY-055
 OF2212
 OF2212                          STATION DESCRIPTION
 OF2212
 OF2212'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2212'IN TOWN OF CHILI, IN ISLAND WHERE CHILI AVE MEETS CHESTNUTRIDGE RD,
 OF2212'16.6 FT W OF CL OF CHILI AVE, 5.0 FT W OF EDGE OF ISLAND, 30.0 FT E OF
 OF2212'UTILITY POLE 194 RGE 112, AND 5.2 FT S OF MONROE COUNTY WITNESS POST.
 OF2212'STATION IS A STANDARD DISK STAMPED---4515---IN CONCRETE POST 0.5 FT
 OF2212'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2207 ***********************************************************************
 OF2207  DESIGNATION -  4516
 OF2207  PID         -  OF2207
 OF2207  STATE/COUNTY-  NY/MONROE
 OF2207  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2207
 OF2207                         *CURRENT SURVEY CONTROL
 OF2207  ___________________________________________________________________
 OF2207* NAD 83(1996)-  43 06 50.04403(N)    077 43 56.76398(W)     ADJUSTED  
 OF2207* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 OF2207  ___________________________________________________________________
 OF2207  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 OF2207  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2207
 OF2207  HORZ ORDER  -  SECOND
 OF2207
 OF2207.The horizontal coordinates were established by classical geodetic methods
 OF2207.and adjusted by the National Geodetic Survey in January 1999..
 OF2207
 OF2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2207
 OF2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2207
 OF2207.The geoid height was determined by GEOID03.
 OF2207
 OF2207;                    North         East     Units Scale Factor Converg.
 OF2207;SPC NY W     -   346,174.410   419,250.665   MT  0.99999647   +0 34 53.7
 OF2207;SPC NY W     - 1,135,740.54  1,375,491.56   sFT  0.99999647   +0 34 53.7
 OF2207;UTM  18      - 4,777,087.837   277,689.925   MT  1.00020801   -1 52 05.7
 OF2207
 OF2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2207!SPC NY W     -   0.99997828  x   0.99999647  =   0.99997475
 OF2207!UTM  18      -   0.99997828  x   1.00020801  =   1.00018629
 OF2207
 OF2207:                Primary Azimuth Mark                     Grid Az
 OF2207:SPC NY W     -  4515                                     055 08 57.4
 OF2207:UTM  18      -  4515                                     057 35 56.8
 OF2207
 OF2207|---------------------------------------------------------------------|
 OF2207| PID    Reference Object                     Distance      Geod. Az  |
 OF2207|                                                           dddmmss.s |
 OF2207| OF2212 4515                                425.613 METERS 0554351.1 |
 OF2207|---------------------------------------------------------------------|
 OF2207
 OF2207                          SUPERSEDED SURVEY CONTROL
 OF2207
 OF2207  NAD 83(1986)-  43 06 50.05122(N)    077 43 56.76282(W) AD(       ) 2
 OF2207  NAD 27      -  43 06 49.83096(N)    077 43 57.74592(W) AD(       ) 2
 OF2207  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG       
 OF2207
 OF2207.Superseded values are not recommended for survey control.
 OF2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2207.See file dsdata.txt to determine how the superseded data were derived.
 OF2207
 OF2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7769077088(NAD 83)
 OF2207_MARKER: DE = TRAVERSE STATION DISK
 OF2207_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2207
 OF2207  HISTORY     - Date     Condition        Report By
 OF2207  HISTORY     - 1975     MONUMENTED       NY-055
 OF2207
 OF2207                          STATION DESCRIPTION
 OF2207
 OF2207'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2207'IN TOWN OF CHILI ON N SIDE OF CHILI AVE AT ARCHER RD, 13.2 FT N OF CL
 OF2207'OF CHILI AVE, 14.0 FT E OF CL OF ARCHER RD PRODUCED, 16.5 FT SE OF
 OF2207'UTILITY POLE 200 RGE 178, AND 10.0 FT S OF SCHOOL CROSSING SIGN.
 OF2207'STATION IS A STANDARD DISK STAMPED---4516---IN CONCRETE POST WITH CAST
 OF2207'IRON FRAME AND COVER 0.8 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2200 ***********************************************************************
 OF2200  DESIGNATION -  4517
 OF2200  PID         -  OF2200
 OF2200  STATE/COUNTY-  NY/MONROE
 OF2200  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2200
 OF2200                         *CURRENT SURVEY CONTROL
 OF2200  ___________________________________________________________________
 OF2200* NAD 83(1996)-  43 06 25.75776(N)    077 44 20.83985(W)     ADJUSTED  
 OF2200* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 OF2200  ___________________________________________________________________
 OF2200  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OF2200  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2200
 OF2200  HORZ ORDER  -  SECOND
 OF2200
 OF2200.The horizontal coordinates were established by classical geodetic methods
 OF2200.and adjusted by the National Geodetic Survey in January 1999..
 OF2200
 OF2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2200
 OF2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2200
 OF2200.The geoid height was determined by GEOID03.
 OF2200
 OF2200;                    North         East     Units Scale Factor Converg.
 OF2200;SPC NY W     -   345,419.481   418,713.926   MT  0.99999556   +0 34 36.9
 OF2200;SPC NY W     - 1,133,263.75  1,373,730.61   sFT  0.99999556   +0 34 36.9
 OF2200;UTM  18      - 4,776,356.383   277,121.288   MT  1.00021113   -1 52 21.3
 OF2200
 OF2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2200!SPC NY W     -   0.99997947  x   0.99999556  =   0.99997503
 OF2200!UTM  18      -   0.99997947  x   1.00021113  =   1.00019059
 OF2200
 OF2200|---------------------------------------------------------------------|
 OF2200| PID    Reference Object                     Distance      Geod. Az  |
 OF2200|                                                           dddmmss.s |
 OF2200| OF2204 4518                                338.268 METERS 09026     |
 OF2200| OF2197 656 6                               APPROX. 0.5 KM 2710211.9 |
 OF2200|---------------------------------------------------------------------|
 OF2200
 OF2200                          SUPERSEDED SURVEY CONTROL
 OF2200
 OF2200  NAD 83(1986)-  43 06 25.76490(N)    077 44 20.83839(W) AD(       ) 2
 OF2200  NAD 27      -  43 06 25.54434(N)    077 44 21.82069(W) AD(       ) 2
 OF2200  NGVD 29 (07/19/86)  166.4    (m)          546.     (f) VERT ANG       
 OF2200
 OF2200.Superseded values are not recommended for survey control.
 OF2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2200.See file dsdata.txt to determine how the superseded data were derived.
 OF2200
 OF2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7712176356(NAD 83)
 OF2200_MARKER: DE = TRAVERSE STATION DISK
 OF2200_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2200
 OF2200  HISTORY     - Date     Condition        Report By
 OF2200  HISTORY     - 1975     MONUMENTED       NY-055
 OF2200
 OF2200                          STATION DESCRIPTION
 OF2200
 OF2200'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2200'IN TOWN OF CHILI ON S SIDE OF PAUL RD, 0.35 MI E OF CHILI AVE, 0.35 MI
 OF2200'W OF ARCHER RD, 24.4 FT S OF CL OF PAUL RD, 13.3 FT S OF EDGE OF
 OF2200'PAVEMENT, 38.6 FT E OF UTILITY POLE RGE 79A RTC 121/2, AND 4.9 FT N OF
 OF2200'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2200'STAMPED---4517---IN CONCRETE POST 0.3 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2204 ***********************************************************************
 OF2204  DESIGNATION -  4518
 OF2204  PID         -  OF2204
 OF2204  STATE/COUNTY-  NY/MONROE
 OF2204  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2204
 OF2204                         *CURRENT SURVEY CONTROL
 OF2204  ___________________________________________________________________
 OF2204* NAD 83(1996)-  43 06 25.67567(N)    077 44 05.87986(W)     ADJUSTED  
 OF2204* NAVD 88     -       170.2    (meters)     558.     (feet)  VERTCON   
 OF2204  ___________________________________________________________________
 OF2204  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OF2204  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2204
 OF2204  HORZ ORDER  -  SECOND
 OF2204
 OF2204.The horizontal coordinates were established by classical geodetic methods
 OF2204.and adjusted by the National Geodetic Survey in January 1999..
 OF2204
 OF2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2204
 OF2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2204
 OF2204.The geoid height was determined by GEOID03.
 OF2204
 OF2204;                    North         East     Units Scale Factor Converg.
 OF2204;SPC NY W     -   345,420.362   419,052.191   MT  0.99999614   +0 34 47.2
 OF2204;SPC NY W     - 1,133,266.64  1,374,840.40   sFT  0.99999614   +0 34 47.2
 OF2204;UTM  18      - 4,776,342.803   277,459.354   MT  1.00020928   -1 52 11.1
 OF2204
 OF2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2204!SPC NY W     -   0.99997884  x   0.99999614  =   0.99997498
 OF2204!UTM  18      -   0.99997884  x   1.00020928  =   1.00018812
 OF2204
 OF2204:                Primary Azimuth Mark                     Grid Az
 OF2204:SPC NY W     -  CHILI                                    151 27 51.7
 OF2204:UTM  18      -  CHILI                                    153 54 50.0
 OF2204
 OF2204|---------------------------------------------------------------------|
 OF2204| PID    Reference Object                     Distance      Geod. Az  |
 OF2204|                                                           dddmmss.s |
 OF2204| OF2096 CHILI                               APPROX. 1.1 KM 1520238.9 |
 OF2204| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 3.0 KM 1642144.7 |
 OF2204|---------------------------------------------------------------------|
 OF2204
 OF2204                          SUPERSEDED SURVEY CONTROL
 OF2204
 OF2204  NAD 83(1986)-  43 06 25.68284(N)    077 44 05.87836(W) AD(       ) 2
 OF2204  NAD 27      -  43 06 25.46213(N)    077 44 06.86106(W) AD(       ) 2
 OF2204  NGVD 29 (07/19/86)  170.4    (m)          559.     (f) VERT ANG       
 OF2204
 OF2204.Superseded values are not recommended for survey control.
 OF2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2204.See file dsdata.txt to determine how the superseded data were derived.
 OF2204
 OF2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7745976343(NAD 83)
 OF2204_MARKER: DE = TRAVERSE STATION DISK
 OF2204_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2204
 OF2204  HISTORY     - Date     Condition        Report By
 OF2204  HISTORY     - 1975     MONUMENTED       NY-055
 OF2204
 OF2204                          STATION DESCRIPTION
 OF2204
 OF2204'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2204'IN TOWN OF CHILI ON N SIDE OF PAUL RD, 0.55 MI E OF CHILI AVE, 0.18 MI
 OF2204'W OF ARCHER RD, 19.7 FT N OF CL OF PAUL RD, 51.9 FT N OF UTILITY POLE
 OF2204'RGE 74A, 30.0 FT SE OF MANHOLE, AND 4.3 FT S OF MONROE COUNTY WITNESS
 OF2204'POST.  STATION IS A STANDARD DISK STAMPED---4518---IN CONCRETE POST
 OF2204'0.3 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2208 ***********************************************************************
 OF2208  DESIGNATION -  4519
 OF2208  PID         -  OF2208
 OF2208  STATE/COUNTY-  NY/MONROE
 OF2208  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2208
 OF2208                         *CURRENT SURVEY CONTROL
 OF2208  ___________________________________________________________________
 OF2208* NAD 83(1996)-  43 06 24.16541(N)    077 43 56.75693(W)     ADJUSTED  
 OF2208* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 OF2208  ___________________________________________________________________
 OF2208  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 OF2208  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2208
 OF2208  HORZ ORDER  -  SECOND
 OF2208
 OF2208.The horizontal coordinates were established by classical geodetic methods
 OF2208.and adjusted by the National Geodetic Survey in January 1999..
 OF2208
 OF2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2208
 OF2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2208
 OF2208.The geoid height was determined by GEOID03.
 OF2208
 OF2208;                    North         East     Units Scale Factor Converg.
 OF2208;SPC NY W     -   345,375.849   419,258.930   MT  0.99999649   +0 34 53.4
 OF2208;SPC NY W     - 1,133,120.60  1,375,518.67   sFT  0.99999649   +0 34 53.4
 OF2208;UTM  18      - 4,776,289.484   277,664.045   MT  1.00020816   -1 52 04.8
 OF2208
 OF2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2208!SPC NY W     -   0.99997867  x   0.99999649  =   0.99997516
 OF2208!UTM  18      -   0.99997867  x   1.00020816  =   1.00018682
 OF2208
 OF2208:                Primary Azimuth Mark                     Grid Az
 OF2208:SPC NY W     -  4520                                     101 45 45.5
 OF2208:UTM  18      -  4520                                     104 12 43.7
 OF2208
 OF2208|---------------------------------------------------------------------|
 OF2208| PID    Reference Object                     Distance      Geod. Az  |
 OF2208|                                                           dddmmss.s |
 OF2208| OF2179 4520                                404.285 METERS 1022038.9 |
 OF2208| OF2130 538 NYGS 1969                       398.821 METERS 17721     |
 OF2208| OF2205 408                                 111.918 METERS 27626     |
 OF2208| OF2204 4518                                211.478 METERS 28244     |
 OF2208| OF2207 4516                                APPROX. 0.8 KM 3595918.8 |
 OF2208|---------------------------------------------------------------------|
 OF2208
 OF2208                          SUPERSEDED SURVEY CONTROL
 OF2208
 OF2208  NAD 83(1986)-  43 06 24.17264(N)    077 43 56.75557(W) AD(       ) 2
 OF2208  NAD 27      -  43 06 23.95191(N)    077 43 57.73879(W) AD(       ) 2
 OF2208  NGVD 29 (07/19/86)  171.5    (m)          563.     (f) VERT ANG       
 OF2208
 OF2208.Superseded values are not recommended for survey control.
 OF2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2208.See file dsdata.txt to determine how the superseded data were derived.
 OF2208
 OF2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7766476289(NAD 83)
 OF2208_MARKER: DE = TRAVERSE STATION DISK
 OF2208_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2208
 OF2208  HISTORY     - Date     Condition        Report By
 OF2208  HISTORY     - 1975     MONUMENTED       NY-055
 OF2208  HISTORY     - 19971004 GOOD             USPSQD
 OF2208
 OF2208                          STATION DESCRIPTION
 OF2208
 OF2208'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2208'IN TOWN OF CHILI IN NW CORNER AT INTERSECTION OF PAUL RD AND ARCHER RD
 OF2208'IN PAVEMENT, 11.2 FT N OF CL OF PAUL RD, 22.6 FT W OF CL OF ARCHER RD,
 OF2208'52.7 FT W OF UTILITY POLE 2077 RTC 27, AND 34.0 FT SE OF HYDRANT.
 OF2208'STATION IS A STANDARD DISK STAMPED---4519---IN PAVEMENT WITH CAST IRON
 OF2208'FRAME AND COVER WHICH IS AT GRADE.
 OF2208
 OF2208                          STATION RECOVERY (1997)
 OF2208
 OF2208'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2179 ***********************************************************************
 OF2179  DESIGNATION -  4520
 OF2179  PID         -  OF2179
 OF2179  STATE/COUNTY-  NY/MONROE
 OF2179  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2179
 OF2179                         *CURRENT SURVEY CONTROL
 OF2179  ___________________________________________________________________
 OF2179* NAD 83(1996)-  43 06 21.36432(N)    077 43 39.29053(W)     ADJUSTED  
 OF2179* NAVD 88     -       167.9    (meters)     551.     (feet)  VERTCON   
 OF2179  ___________________________________________________________________
 OF2179  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OF2179  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF2179
 OF2179  HORZ ORDER  -  SECOND
 OF2179
 OF2179.The horizontal coordinates were established by classical geodetic methods
 OF2179.and adjusted by the National Geodetic Survey in January 1999..
 OF2179
 OF2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2179
 OF2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2179
 OF2179.The geoid height was determined by GEOID03.
 OF2179
 OF2179;                    North         East     Units Scale Factor Converg.
 OF2179;SPC NY W     -   345,293.433   419,654.724   MT  0.99999716   +0 35 05.3
 OF2179;SPC NY W     - 1,132,850.20  1,376,817.21   sFT  0.99999716   +0 35 05.3
 OF2179;UTM  18      - 4,776,190.206   278,056.038   MT  1.00020601   -1 51 52.7
 OF2179
 OF2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2179!SPC NY W     -   0.99997920  x   0.99999716  =   0.99997636
 OF2179!UTM  18      -   0.99997920  x   1.00020601  =   1.00018521
 OF2179
 OF2179:                Primary Azimuth Mark                     Grid Az
 OF2179:SPC NY W     -  4519                                     281 45 45.5
 OF2179:UTM  18      -  4519                                     284 12 43.5
 OF2179
 OF2179|---------------------------------------------------------------------|
 OF2179| PID    Reference Object                     Distance      Geod. Az  |
 OF2179|                                                           dddmmss.s |
 OF2179| OF2208 4519                                404.285 METERS 2822050.8 |
 OF2179|---------------------------------------------------------------------|
 OF2179
 OF2179                          SUPERSEDED SURVEY CONTROL
 OF2179
 OF2179  NAD 83(1986)-  43 06 21.37155(N)    077 43 39.28932(W) AD(       ) 2
 OF2179  NAD 27      -  43 06 21.15077(N)    077 43 40.27372(W) AD(       ) 2
 OF2179  NGVD 29 (07/19/86)  168.1    (m)          552.     (f) VERT ANG       
 OF2179
 OF2179.Superseded values are not recommended for survey control.
 OF2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2179.See file dsdata.txt to determine how the superseded data were derived.
 OF2179
 OF2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7805676190(NAD 83)
 OF2179_MARKER: DE = TRAVERSE STATION DISK
 OF2179_SETTING: 0 = UNSPECIFIED SETTING
 OF2179_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2179
 OF2179  HISTORY     - Date     Condition        Report By
 OF2179  HISTORY     - 1975     MONUMENTED       NY-055
 OF2179  HISTORY     - 19971004 GOOD             USPSQD
 OF2179
 OF2179                          STATION DESCRIPTION
 OF2179
 OF2179'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2179'IN TOWN OF CHILI IN SW CORNER WHERE JANICE DR MEETS PAUL RD, 0.25 MI E
 OF2179'OF ARCHER RD, 50.7 FT S OF CL OF PAUL RD, 26.1 FT W OF CL OF JANICE DR
 OF2179'0.5 FT W OF E EDGE OF CONCRETE CAP RGE CHAMBER, AND 4.1 FT NE OF NE
 OF2179'CORNER OF GAS VENT IN THE CONCRETE CAP RGE CHAMBER.  STATION IS A
 OF2179'STANDARD DISK STAMPED---4520---IMBEDDED IN CONCRETE CAP RGE CHAMBER.
 OF2179
 OF2179                          STATION RECOVERY (1997)
 OF2179
 OF2179'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2184 ***********************************************************************
 OF2184  DESIGNATION -  4521
 OF2184  PID         -  OF2184
 OF2184  STATE/COUNTY-  NY/MONROE
 OF2184  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2184
 OF2184                         *CURRENT SURVEY CONTROL
 OF2184  ___________________________________________________________________
 OF2184* NAD 83(1996)-  43 06 23.04305(N)    077 43 15.12284(W)     ADJUSTED  
 OF2184* NAVD 88     -       169.7    (meters)     557.     (feet)  VERTCON   
 OF2184  ___________________________________________________________________
 OF2184  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OF2184  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2184
 OF2184  HORZ ORDER  -  SECOND
 OF2184
 OF2184.The horizontal coordinates were established by classical geodetic methods
 OF2184.and adjusted by the National Geodetic Survey in January 1999..
 OF2184
 OF2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2184
 OF2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2184
 OF2184.The geoid height was determined by GEOID03.
 OF2184
 OF2184;                    North         East     Units Scale Factor Converg.
 OF2184;SPC NY W     -   345,350.834   420,200.625   MT  0.99999810   +0 35 21.8
 OF2184;SPC NY W     - 1,133,038.53  1,378,608.22   sFT  0.99999810   +0 35 21.8
 OF2184;UTM  18      - 4,776,224.231   278,604.006   MT  1.00020302   -1 51 36.3
 OF2184
 OF2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2184!SPC NY W     -   0.99997892  x   0.99999810  =   0.99997702
 OF2184!UTM  18      -   0.99997892  x   1.00020302  =   1.00018194
 OF2184
 OF2184:                Primary Azimuth Mark                     Grid Az
 OF2184:SPC NY W     -  4522                                     086 47 39.2
 OF2184:UTM  18      -  4522                                     089 14 37.3
 OF2184
 OF2184|---------------------------------------------------------------------|
 OF2184| PID    Reference Object                     Distance      Geod. Az  |
 OF2184|                                                           dddmmss.s |
 OF2184| OF2192 4522                                APPROX. 0.6 KM 0872301.0 |
 OF2184|---------------------------------------------------------------------|
 OF2184
 OF2184                          SUPERSEDED SURVEY CONTROL
 OF2184
 OF2184  NAD 83(1986)-  43 06 23.05020(N)    077 43 15.12167(W) AD(       ) 2
 OF2184  NAD 27      -  43 06 22.82921(N)    077 43 16.10697(W) AD(       ) 2
 OF2184  NGVD 29 (07/19/86)  169.9    (m)          557.     (f) VERT ANG       
 OF2184
 OF2184.Superseded values are not recommended for survey control.
 OF2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2184.See file dsdata.txt to determine how the superseded data were derived.
 OF2184
 OF2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7860476224(NAD 83)
 OF2184_MARKER: DE = TRAVERSE STATION DISK
 OF2184_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2184
 OF2184  HISTORY     - Date     Condition        Report By
 OF2184  HISTORY     - 1975     MONUMENTED       NY-055
 OF2184  HISTORY     - 19971004 GOOD             USPSQD
 OF2184
 OF2184                          STATION DESCRIPTION
 OF2184
 OF2184'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2184'IN TOWN OF CHILI ON N SIDE OF PAUL RD, 0.6 MI E OF ARCHER RD, 0.4 MI W
 OF2184'OF MARSHALL RD, 12.8 FT N OF CL OF PAUL RD, 2.8 FT N OF EDGE OF
 OF2184'PAVEMENT, 7.8 FT SE OF UTILITY POLE RGE 57A1, AND 22.4 FT SW OF
 OF2184'MANHOLE.  STATION IS A STANDARD DISK STAMPED---4521---IN CONCRETE POST
 OF2184'0.4 FT BELOW GRADE.
 OF2184
 OF2184                          STATION RECOVERY (1997)
 OF2184
 OF2184'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2192 ***********************************************************************
 OF2192  DESIGNATION -  4522
 OF2192  PID         -  OF2192
 OF2192  STATE/COUNTY-  NY/MONROE
 OF2192  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2192
 OF2192                         *CURRENT SURVEY CONTROL
 OF2192  ___________________________________________________________________
 OF2192* NAD 83(1996)-  43 06 23.95996(N)    077 42 47.71054(W)     ADJUSTED  
 OF2192* NAVD 88     -       170.2    (meters)     558.     (feet)  VERTCON   
 OF2192  ___________________________________________________________________
 OF2192  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OF2192  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2192
 OF2192  HORZ ORDER  -  SECOND
 OF2192
 OF2192.The horizontal coordinates were established by classical geodetic methods
 OF2192.and adjusted by the National Geodetic Survey in January 1999..
 OF2192
 OF2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2192
 OF2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2192
 OF2192.The geoid height was determined by GEOID03.
 OF2192
 OF2192;                    North         East     Units Scale Factor Converg.
 OF2192;SPC NY W     -   345,385.532   420,820.120   MT  0.99999918   +0 35 40.6
 OF2192;SPC NY W     - 1,133,152.37  1,380,640.68   sFT  0.99999918   +0 35 40.6
 OF2192;UTM  18      - 4,776,232.423   279,224.545   MT  1.00019965   -1 51 17.5
 OF2192
 OF2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2192!SPC NY W     -   0.99997884  x   0.99999918  =   0.99997802
 OF2192!UTM  18      -   0.99997884  x   1.00019965  =   1.00017849
 OF2192
 OF2192:                Primary Azimuth Mark                     Grid Az
 OF2192:SPC NY W     -  ROCHESTER RAD STA WHAM FM TWR            198 02 58.7
 OF2192:UTM  18      -  ROCHESTER RAD STA WHAM FM TWR            200 29 56.8
 OF2192
 OF2192|---------------------------------------------------------------------|
 OF2192| PID    Reference Object                     Distance      Geod. Az  |
 OF2192|                                                           dddmmss.s |
 OF2192| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 3.0 KM 1983839.3 |
 OF2192| OF2191 4523                                200.325 METERS 35809     |
 OF2192|---------------------------------------------------------------------|
 OF2192
 OF2192                          SUPERSEDED SURVEY CONTROL
 OF2192
 OF2192  NAD 83(1986)-  43 06 23.96698(N)    077 42 47.70939(W) AD(       ) 2
 OF2192  NAD 27      -  43 06 23.74568(N)    077 42 48.69580(W) AD(       ) 2
 OF2192  NGVD 29 (07/19/86)  170.4    (m)          559.     (f) VERT ANG       
 OF2192
 OF2192.Superseded values are not recommended for survey control.
 OF2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2192.See file dsdata.txt to determine how the superseded data were derived.
 OF2192
 OF2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7922576232(NAD 83)
 OF2192_MARKER: DE = TRAVERSE STATION DISK
 OF2192_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2192
 OF2192  HISTORY     - Date     Condition        Report By
 OF2192  HISTORY     - 1975     MONUMENTED       NY-055
 OF2192  HISTORY     - 19971004 GOOD             USPSQD
 OF2192
 OF2192                          STATION DESCRIPTION
 OF2192
 OF2192'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2192'IN TOWN OF CHILI IN SW CORNER WHERE MARSHALL RD MEETS PAUL RD, 19.5 FT
 OF2192'S OF CL OF PAUL RD, 5.2 FT W OF CL OF MARSHALL RD PRODUCED, 9.  FT S
 OF2192'OF EDGE OF PAVEMENT OF PAUL RD, AND 34.4 FT NE OF HYDRANT.  STATION IS
 OF2192'A STANDARD DISK STAMPED---4522---IN CONCRETE POST 0.5 FT BELOW GRADE.
 OF2192
 OF2192                          STATION RECOVERY (1997)
 OF2192
 OF2192'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2191 ***********************************************************************
 OF2191  DESIGNATION -  4523
 OF2191  PID         -  OF2191
 OF2191  STATE/COUNTY-  NY/MONROE
 OF2191  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2191
 OF2191                         *CURRENT SURVEY CONTROL
 OF2191  ___________________________________________________________________
 OF2191* NAD 83(1996)-  43 06 30.44802(N)    077 42 47.99767(W)     ADJUSTED  
 OF2191* NAVD 88     -       170.6    (meters)     560.     (feet)  VERTCON   
 OF2191  ___________________________________________________________________
 OF2191  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OF2191  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF2191
 OF2191  HORZ ORDER  -  SECOND
 OF2191
 OF2191.The horizontal coordinates were established by classical geodetic methods
 OF2191.and adjusted by the National Geodetic Survey in January 1999..
 OF2191
 OF2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2191
 OF2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2191
 OF2191.The geoid height was determined by GEOID03.
 OF2191
 OF2191;                    North         East     Units Scale Factor Converg.
 OF2191;SPC NY W     -   345,585.673   420,811.551   MT  0.99999916   +0 35 40.4
 OF2191;SPC NY W     - 1,133,809.00  1,380,612.56   sFT  0.99999916   +0 35 40.4
 OF2191;UTM  18      - 4,776,432.788   279,224.537   MT  1.00019965   -1 51 18.0
 OF2191
 OF2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2191!SPC NY W     -   0.99997878  x   0.99999916  =   0.99997794
 OF2191!UTM  18      -   0.99997878  x   1.00019965  =   1.00017843
 OF2191
 OF2191|---------------------------------------------------------------------|
 OF2191| PID    Reference Object                     Distance      Geod. Az  |
 OF2191|                                                           dddmmss.s |
 OF2191| OF2192 4522                                200.325 METERS 17809     |
 OF2191| OF2189 4524                                386.404 METERS 35604     |
 OF2191|---------------------------------------------------------------------|
 OF2191
 OF2191                          SUPERSEDED SURVEY CONTROL
 OF2191
 OF2191  NAD 83(1986)-  43 06 30.45514(N)    077 42 47.99649(W) AD(       ) 2
 OF2191  NAD 27      -  43 06 30.23402(N)    077 42 48.98271(W) AD(       ) 2
 OF2191  NGVD 29 (07/19/86)  170.8    (m)          560.     (f) VERT ANG       
 OF2191
 OF2191.Superseded values are not recommended for survey control.
 OF2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2191.See file dsdata.txt to determine how the superseded data were derived.
 OF2191
 OF2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7922576433(NAD 83)
 OF2191_MARKER: DE = TRAVERSE STATION DISK
 OF2191_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2191
 OF2191  HISTORY     - Date     Condition        Report By
 OF2191  HISTORY     - 1975     MONUMENTED       NY-055
 OF2191  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2191
 OF2191                          STATION DESCRIPTION
 OF2191
 OF2191'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2191'IN TOWN OF CHILI ON E SIDE OF MARSHALL RD, 0.15 MI N OF PAUL RD, 0.85
 OF2191'MI S OF CHILI AVE, 16.6 FT E OF CL OF MARSHALL RD, 4.0 FT E OF EDGE OF
 OF2191'PAVEMENT, 73.4 FT NE OF HYDRANT, AND 9.6 FT NW OF UTILITY POLE RGE 4.
 OF2191'STATION IS A STANDARD DISK STAMPED---4523---IN CONCRETE POST 0.8 FT
 OF2191'BELOW GRADE.
 OF2191
 OF2191                          STATION RECOVERY (2001)
 OF2191
 OF2191'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2189 ***********************************************************************
 OF2189  DESIGNATION -  4524
 OF2189  PID         -  OF2189
 OF2189  STATE/COUNTY-  NY/MONROE
 OF2189  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2189
 OF2189                         *CURRENT SURVEY CONTROL
 OF2189  ___________________________________________________________________
 OF2189* NAD 83(1996)-  43 06 42.93991(N)    077 42 49.16857(W)     ADJUSTED  
 OF2189* NAVD 88     -       165.9    (meters)     544.     (feet)  VERTCON   
 OF2189  ___________________________________________________________________
 OF2189  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 OF2189  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2189
 OF2189  HORZ ORDER  -  SECOND
 OF2189
 OF2189.The horizontal coordinates were established by classical geodetic methods
 OF2189.and adjusted by the National Geodetic Survey in January 1999..
 OF2189
 OF2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2189
 OF2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2189
 OF2189.The geoid height was determined by GEOID03.
 OF2189
 OF2189;                    North         East     Units Scale Factor Converg.
 OF2189;SPC NY W     -   345,970.873   420,781.079   MT  0.99999911   +0 35 39.8
 OF2189;SPC NY W     - 1,135,072.77  1,380,512.59   sFT  0.99999911   +0 35 39.8
 OF2189;UTM  18      - 4,776,819.016   279,210.554   MT  1.00019972   -1 51 19.2
 OF2189
 OF2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2189!SPC NY W     -   0.99997952  x   0.99999911  =   0.99997863
 OF2189!UTM  18      -   0.99997952  x   1.00019972  =   1.00017924
 OF2189
 OF2189|---------------------------------------------------------------------|
 OF2189| PID    Reference Object                     Distance      Geod. Az  |
 OF2189|                                                           dddmmss.s |
 OF2189| OF2191 4523                                386.404 METERS 17604     |
 OF2189| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 3.5 KM 1950651.8 |
 OF2189| OF2188 4525                                226.096 METERS 34136     |
 OF2189|---------------------------------------------------------------------|
 OF2189
 OF2189                          SUPERSEDED SURVEY CONTROL
 OF2189
 OF2189  NAD 83(1986)-  43 06 42.94709(N)    077 42 49.16733(W) AD(       ) 2
 OF2189  NAD 27      -  43 06 42.72623(N)    077 42 50.15306(W) AD(       ) 2
 OF2189  NGVD 29 (07/19/86)  166.1    (m)          545.     (f) VERT ANG       
 OF2189
 OF2189.Superseded values are not recommended for survey control.
 OF2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2189.See file dsdata.txt to determine how the superseded data were derived.
 OF2189
 OF2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7921176819(NAD 83)
 OF2189_MARKER: DE = TRAVERSE STATION DISK
 OF2189_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2189
 OF2189  HISTORY     - Date     Condition        Report By
 OF2189  HISTORY     - 1975     MONUMENTED       NY-055
 OF2189  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2189
 OF2189                          STATION DESCRIPTION
 OF2189
 OF2189'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2189'IN TOWN OF CHILI ON E SIDE OF MARSHALL RD, 0.4 MI N OF PAUL RD, 0.6 MI
 OF2189'S OF CHILI AVE, 16.8 FT E OF CL OF MARSHALL RD, 5.7 FT E OF EDGE OF
 OF2189'PAVEMENT, AND 1.7 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2189'STANDARD DISK STAMPED---4524---IN CONCRETE POST 0.6 FT BELOW GRADE.
 OF2189
 OF2189                          STATION RECOVERY (2001)
 OF2189
 OF2189'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2188 ***********************************************************************
 OF2188  DESIGNATION -  4525
 OF2188  PID         -  OF2188
 OF2188  STATE/COUNTY-  NY/MONROE
 OF2188  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2188
 OF2188                         *CURRENT SURVEY CONTROL
 OF2188  ___________________________________________________________________
 OF2188* NAD 83(1996)-  43 06 49.89220(N)    077 42 52.32403(W)     ADJUSTED  
 OF2188* NAVD 88     -       167.2    (meters)     549.     (feet)  VERTCON   
 OF2188  ___________________________________________________________________
 OF2188  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF2188  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2188
 OF2188  HORZ ORDER  -  SECOND
 OF2188
 OF2188.The horizontal coordinates were established by classical geodetic methods
 OF2188.and adjusted by the National Geodetic Survey in January 1999..
 OF2188
 OF2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2188
 OF2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2188
 OF2188.The geoid height was determined by GEOID03.
 OF2188
 OF2188;                    North         East     Units Scale Factor Converg.
 OF2188;SPC NY W     -   346,184.668   420,707.517   MT  0.99999898   +0 35 37.7
 OF2188;SPC NY W     - 1,135,774.20  1,380,271.25   sFT  0.99999898   +0 35 37.7
 OF2188;UTM  18      - 4,777,035.802   279,146.185   MT  1.00020007   -1 51 21.6
 OF2188
 OF2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2188!SPC NY W     -   0.99997932  x   0.99999898  =   0.99997830
 OF2188!UTM  18      -   0.99997932  x   1.00020007  =   1.00017938
 OF2188
 OF2188|---------------------------------------------------------------------|
 OF2188| PID    Reference Object                     Distance      Geod. Az  |
 OF2188|                                                           dddmmss.s |
 OF2188| OF2189 4524                                226.096 METERS 16136     |
 OF2188| OF2187 4513                                APPROX. 0.7 KM 3564356.2 |
 OF2188|---------------------------------------------------------------------|
 OF2188
 OF2188                          SUPERSEDED SURVEY CONTROL
 OF2188
 OF2188  NAD 83(1986)-  43 06 49.89951(N)    077 42 52.32283(W) AD(       ) 2
 OF2188  NAD 27      -  43 06 49.67880(N)    077 42 53.30823(W) AD(       ) 2
 OF2188  NGVD 29 (07/19/86)  167.4    (m)          549.     (f) VERT ANG       
 OF2188
 OF2188.Superseded values are not recommended for survey control.
 OF2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2188.See file dsdata.txt to determine how the superseded data were derived.
 OF2188
 OF2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7914677036(NAD 83)
 OF2188_MARKER: DE = TRAVERSE STATION DISK
 OF2188_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2188
 OF2188  HISTORY     - Date     Condition        Report By
 OF2188  HISTORY     - 1975     MONUMENTED       NY-055
 OF2188  HISTORY     - 20011006 GOOD             USPSQD
 OF2188
 OF2188                          STATION DESCRIPTION
 OF2188
 OF2188'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2188'IN TOWN OF CHILI ON W SIDE OF MARSHALL RD, 0.65 MI N OF PAUL RD, 0.45
 OF2188'MI S OF CHILI AVE, 13.3 FT W OF CL OF MARSHALL RD, 0.6 FT W OF EDGE OF
 OF2188'PAVEMENT, 44.4 FT SW OF UTILITY POLE RGE 12, AND 4.3 FT E OF MONROE
 OF2188'COUNTY WITNESS POST.  STATION IS A STANDARD DISK STAMPED---4525---IN
 OF2188'CONCRETE POST.
 OF2188
 OF2188                          STATION RECOVERY (2001)
 OF2188
 OF2188'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2175 ***********************************************************************
 OF2175  DESIGNATION -  4526
 OF2175  PID         -  OF2175
 OF2175  STATE/COUNTY-  NY/MONROE
 OF2175  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2175
 OF2175                         *CURRENT SURVEY CONTROL
 OF2175  ___________________________________________________________________
 OF2175* NAD 83(1996)-  43 06 25.66038(N)    077 42 05.55988(W)     ADJUSTED  
 OF2175* NAVD 88     -       165.9    (meters)     544.     (feet)  VERTCON   
 OF2175  ___________________________________________________________________
 OF2175  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OF2175  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2175
 OF2175  HORZ ORDER  -  SECOND
 OF2175
 OF2175.The horizontal coordinates were established by classical geodetic methods
 OF2175.and adjusted by the National Geodetic Survey in January 1999..
 OF2175
 OF2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2175
 OF2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2175
 OF2175.The geoid height was determined by GEOID03.
 OF2175
 OF2175;                    North         East     Units Scale Factor Converg.
 OF2175;SPC NY W     -   345,447.961   421,772.587   MT  1.00000085   +0 36 09.4
 OF2175;SPC NY W     - 1,133,357.19  1,383,765.56   sFT  1.00000085   +0 36 09.4
 OF2175;UTM  18      - 4,776,254.092   280,178.997   MT  1.00019447   -1 50 48.8
 OF2175
 OF2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2175!SPC NY W     -   0.99997952  x   1.00000085  =   0.99998037
 OF2175!UTM  18      -   0.99997952  x   1.00019447  =   1.00017399
 OF2175
 OF2175|---------------------------------------------------------------------|
 OF2175| PID    Reference Object                     Distance      Geod. Az  |
 OF2175|                                                           dddmmss.s |
 OF2175| OF2164 4527                                355.983 METERS 08438     |
 OF2175|---------------------------------------------------------------------|
 OF2175
 OF2175                          SUPERSEDED SURVEY CONTROL
 OF2175
 OF2175  NAD 83(1986)-  43 06 25.66728(N)    077 42 05.55881(W) AD(       ) 2
 OF2175  NAD 27      -  43 06 25.44555(N)    077 42 06.54628(W) AD(       ) 2
 OF2175  NGVD 29 (07/19/86)  166.1    (m)          545.     (f) VERT ANG       
 OF2175
 OF2175.Superseded values are not recommended for survey control.
 OF2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2175.See file dsdata.txt to determine how the superseded data were derived.
 OF2175
 OF2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8017976254(NAD 83)
 OF2175_MARKER: DE = TRAVERSE STATION DISK
 OF2175_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2175
 OF2175  HISTORY     - Date     Condition        Report By
 OF2175  HISTORY     - 1975     MONUMENTED       NY-055
 OF2175  HISTORY     - 19971004 GOOD             USPSQD
 OF2175
 OF2175                          STATION DESCRIPTION
 OF2175
 OF2175'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2175'IN TOWN OF CHILI ON S SIDE OF PAUL RD, 0.65 MI E OF MARSHALL RD, 0.55
 OF2175'MI W OF BEAHAN RD, 22.0 FT S OF CL OF PAUL RD, 11.6 FT S OF EDGE OF
 OF2175'PAVEMENT, 78.0 FT E OF UTILITY POLE RGE 32, AND 6.0 FT N OF MONROE
 OF2175'COUNTY WITNESS POST.  STATION IS A STANDARD DISK STAMPED---4526---IN
 OF2175'CONCRETE POST 0.7 FT BELOW GRADE.
 OF2175
 OF2175                          STATION RECOVERY (1997)
 OF2175
 OF2175'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2164 ***********************************************************************
 OF2164  DESIGNATION -  4527
 OF2164  PID         -  OF2164
 OF2164  STATE/COUNTY-  NY/MONROE
 OF2164  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2164
 OF2164                         *CURRENT SURVEY CONTROL
 OF2164  ___________________________________________________________________
 OF2164* NAD 83(1996)-  43 06 26.73967(N)    077 41 49.88501(W)     ADJUSTED  
 OF2164* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 OF2164  ___________________________________________________________________
 OF2164  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 OF2164  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2164
 OF2164  HORZ ORDER  -  SECOND
 OF2164
 OF2164.The horizontal coordinates were established by classical geodetic methods
 OF2164.and adjusted by the National Geodetic Survey in January 1999..
 OF2164
 OF2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2164
 OF2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2164
 OF2164.The geoid height was determined by GEOID03.
 OF2164
 OF2164;                    North         East     Units Scale Factor Converg.
 OF2164;SPC NY W     -   345,485.002   422,126.639   MT  1.00000147   +0 36 20.1
 OF2164;SPC NY W     - 1,133,478.71  1,384,927.15   sFT  1.00000147   +0 36 20.1
 OF2164;UTM  18      - 4,776,275.972   280,534.377   MT  1.00019255   -1 50 38.1
 OF2164
 OF2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2164!SPC NY W     -   0.99998015  x   1.00000147  =   0.99998162
 OF2164!UTM  18      -   0.99998015  x   1.00019255  =   1.00017270
 OF2164
 OF2164|---------------------------------------------------------------------|
 OF2164| PID    Reference Object                     Distance      Geod. Az  |
 OF2164|                                                           dddmmss.s |
 OF2164| OF2167 529 2                               293.246 METERS 09453     |
 OF2164| OF2157 4508                                APPROX. 0.5 KM 0955648.9 |
 OF2164| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 3.7 KM 2174541.2 |
 OF2164| OF2175 4526                                355.983 METERS 26438     |
 OF2164|---------------------------------------------------------------------|
 OF2164
 OF2164                          SUPERSEDED SURVEY CONTROL
 OF2164
 OF2164  NAD 83(1986)-  43 06 26.74656(N)    077 41 49.88379(W) AD(       ) 2
 OF2164  NAD 27      -  43 06 26.52467(N)    077 41 50.87130(W) AD(       ) 2
 OF2164  NGVD 29 (07/19/86)  162.1    (m)          532.     (f) VERT ANG       
 OF2164
 OF2164.Superseded values are not recommended for survey control.
 OF2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2164.See file dsdata.txt to determine how the superseded data were derived.
 OF2164
 OF2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8053476276(NAD 83)
 OF2164_MARKER: DE = TRAVERSE STATION DISK
 OF2164_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2164
 OF2164  HISTORY     - Date     Condition        Report By
 OF2164  HISTORY     - 1975     MONUMENTED       NY-055
 OF2164  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 OF2164
 OF2164                          STATION DESCRIPTION
 OF2164
 OF2164'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2164'IN TOWN OF CHILI IN NE CORNER WHERE JET VIEW DR MEETS PAUL RD, 0.85 MI
 OF2164'E OF MARSHALL RD, 0.33 MI W OF BEAHAN RD 31.3 FT N OF CL OF PAUL RD,
 OF2164'23.2 FT E OF CL OF JET VIEW DR, 63.8 FT N OF UTILITY POLE RGE 25A, AND
 OF2164'2.6 FT SW OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2164'STAMPED---4527---IN CONCRETE POST 0.1 FT BELOW GRADE.
 OF2164
 OF2164                          STATION RECOVERY (1997)
 OF2164
 OF2164'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2206 ***********************************************************************
 OF2206  DESIGNATION -  4528
 OF2206  PID         -  OF2206
 OF2206  STATE/COUNTY-  NY/MONROE
 OF2206  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2206
 OF2206                         *CURRENT SURVEY CONTROL
 OF2206  ___________________________________________________________________
 OF2206* NAD 83(1996)-  43 05 37.71315(N)    077 43 58.62518(W)     ADJUSTED  
 OF2206* NAVD 88     -       158.3    (meters)     519.     (feet)  VERTCON   
 OF2206  ___________________________________________________________________
 OF2206  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 OF2206  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2206
 OF2206  HORZ ORDER  -  SECOND
 OF2206
 OF2206.The horizontal coordinates were established by classical geodetic methods
 OF2206.and adjusted by the National Geodetic Survey in January 1999..
 OF2206
 OF2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2206
 OF2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2206
 OF2206.The geoid height was determined by GEOID03.
 OF2206
 OF2206;                    North         East     Units Scale Factor Converg.
 OF2206;SPC NY W     -   343,941.999   419,231.227   MT  0.99999644   +0 34 51.6
 OF2206;SPC NY W     - 1,128,416.38  1,375,427.78   sFT  0.99999644   +0 34 51.6
 OF2206;UTM  18      - 4,774,857.824   277,575.075   MT  1.00020864   -1 52 04.4
 OF2206
 OF2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2206!SPC NY W     -   0.99998070  x   0.99999644  =   0.99997714
 OF2206!UTM  18      -   0.99998070  x   1.00020864  =   1.00018934
 OF2206
 OF2206|---------------------------------------------------------------------|
 OF2206| PID    Reference Object                     Distance      Geod. Az  |
 OF2206|                                                           dddmmss.s |
 OF2206| OF2128 537 NYGS 1969                       279.015 METERS 00006     |
 OF2206| OF2210 4529                                294.666 METERS 13707     |
 OF2206| OF2202 4540                                341.586 METERS 29827     |
 OF2206|---------------------------------------------------------------------|
 OF2206
 OF2206                          SUPERSEDED SURVEY CONTROL
 OF2206
 OF2206  NAD 83(1986)-  43 05 37.72164(N)    077 43 58.62403(W) AD(       ) 2
 OF2206  NAD 27      -  43 05 37.50114(N)    077 43 59.60861(W) AD(       ) 2
 OF2206  NGVD 29 (07/19/86)  158.5    (m)          520.     (f) VERT ANG       
 OF2206
 OF2206.Superseded values are not recommended for survey control.
 OF2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2206.See file dsdata.txt to determine how the superseded data were derived.
 OF2206
 OF2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7757574858(NAD 83)
 OF2206_MARKER: DE = TRAVERSE STATION DISK
 OF2206_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2206
 OF2206  HISTORY     - Date     Condition        Report By
 OF2206  HISTORY     - 1975     MONUMENTED       NY-055
 OF2206  HISTORY     - 19971004 GOOD             USPSQD
 OF2206
 OF2206                          STATION DESCRIPTION
 OF2206
 OF2206'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2206'IN TOWN OF CHILI IN NE CORNER AT INTERSECTION OF BEAVER AND ARCHER RD
 OF2206'ROUTE 252, 27.3 FT N OF CL OF ARCHER RD, 14.6 FT N OF EDGE OF PAVEMENT
 OF2206'61.3 FT NE OF ROUTE SIGN 252, AND 10.0 FT S OF MONROE COUNTY WITNESS
 OF2206'POST.  STATION IS A STANDARD DISK STAMPED---4528---IN CONCRETE POST
 OF2206'0.5 FT BELOW GRADE.
 OF2206
 OF2206                          STATION RECOVERY (1997)
 OF2206
 OF2206'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2210 ***********************************************************************
 OF2210  DESIGNATION -  4529
 OF2210  PID         -  OF2210
 OF2210  STATE/COUNTY-  NY/MONROE
 OF2210  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2210
 OF2210                         *CURRENT SURVEY CONTROL
 OF2210  ___________________________________________________________________
 OF2210* NAD 83(1996)-  43 05 30.71704(N)    077 43 49.75807(W)     ADJUSTED  
 OF2210* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 OF2210  ___________________________________________________________________
 OF2210  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 OF2210  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2210
 OF2210  HORZ ORDER  -  SECOND
 OF2210
 OF2210.The horizontal coordinates were established by classical geodetic methods
 OF2210.and adjusted by the National Geodetic Survey in January 1999..
 OF2210
 OF2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2210
 OF2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2210
 OF2210.The geoid height was determined by GEOID03.
 OF2210
 OF2210;                    North         East     Units Scale Factor Converg.
 OF2210;SPC NY W     -   343,728.151   419,433.948   MT  0.99999679   +0 34 57.6
 OF2210;SPC NY W     - 1,127,714.78  1,376,092.88   sFT  0.99999679   +0 34 57.6
 OF2210;UTM  18      - 4,774,635.462   277,768.515   MT  1.00020759   -1 51 58.1
 OF2210
 OF2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2210!SPC NY W     -   0.99998023  x   0.99999679  =   0.99997702
 OF2210!UTM  18      -   0.99998023  x   1.00020759  =   1.00018782
 OF2210
 OF2210|---------------------------------------------------------------------|
 OF2210| PID    Reference Object                     Distance      Geod. Az  |
 OF2210|                                                           dddmmss.s |
 OF2210| OF2211 4530                                269.691 METERS 14253     |
 OF2210| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 1.3 KM 1593615.2 |
 OF2210| OF2206 4528                                294.666 METERS 31707     |
 OF2210|---------------------------------------------------------------------|
 OF2210
 OF2210                          SUPERSEDED SURVEY CONTROL
 OF2210
 OF2210  NAD 83(1986)-  43 05 30.72544(N)    077 43 49.75701(W) AD(       ) 2
 OF2210  NAD 27      -  43 05 30.50557(N)    077 43 50.74344(W) AD(       ) 2
 OF2210  NGVD 29 (07/19/86)  161.5    (m)          530.     (f) VERT ANG       
 OF2210
 OF2210.Superseded values are not recommended for survey control.
 OF2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2210.See file dsdata.txt to determine how the superseded data were derived.
 OF2210
 OF2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7776974635(NAD 83)
 OF2210_MARKER: DE = TRAVERSE STATION DISK
 OF2210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF2210_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2210+STABILITY: SURFACE MOTION
 OF2210
 OF2210  HISTORY     - Date     Condition        Report By
 OF2210  HISTORY     - 1975     MONUMENTED       NY-055
 OF2210  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 OF2210
 OF2210                          STATION DESCRIPTION
 OF2210
 OF2210'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2210'IN TOWN OF CHILI ON N SIDE OF ARCHER RD ROUTE 252 IMBEDDED IN CONCRETE
 OF2210'HEADWALL, 0.2 MI E OF INTERSECTION OF BEAVER AND ARCHER RD, 0.45 MI W
 OF2210'OF BALLANTYNE RD, 16.8 FT N OF CL OF ARCHER RD, 0.4 FT E OF W END OF
 OF2210'HEADWALL, 1.2 FT W OF E END OF HEADWALL, AND 5.1 FT N OF S END OF
 OF2210'HEADWALL.  STATION IS A STANDARD DISK STAMPED---4529---IMBEDDED IN
 OF2210'CONCRETE HEADWALL.
 OF2210
 OF2210                          STATION RECOVERY (1994)
 OF2210
 OF2210'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2211 ***********************************************************************
 OF2211  DESIGNATION -  4530
 OF2211  PID         -  OF2211
 OF2211  STATE/COUNTY-  NY/MONROE
 OF2211  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2211
 OF2211                         *CURRENT SURVEY CONTROL
 OF2211  ___________________________________________________________________
 OF2211* NAD 83(1996)-  43 05 23.74809(N)    077 43 42.56271(W)     ADJUSTED  
 OF2211* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 OF2211  ___________________________________________________________________
 OF2211  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OF2211  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF2211
 OF2211  HORZ ORDER  -  SECOND
 OF2211
 OF2211.The horizontal coordinates were established by classical geodetic methods
 OF2211.and adjusted by the National Geodetic Survey in January 1999..
 OF2211
 OF2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2211
 OF2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2211
 OF2211.The geoid height was determined by GEOID03.
 OF2211
 OF2211;                    North         East     Units Scale Factor Converg.
 OF2211;SPC NY W     -   343,514.760   419,598.865   MT  0.99999707   +0 35 02.4
 OF2211;SPC NY W     - 1,127,014.68  1,376,633.94   sFT  0.99999707   +0 35 02.4
 OF2211;UTM  18      - 4,774,415.174   277,924.197   MT  1.00020674   -1 51 53.0
 OF2211
 OF2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2211!SPC NY W     -   0.99998068  x   0.99999707  =   0.99997775
 OF2211!UTM  18      -   0.99998068  x   1.00020674  =   1.00018742
 OF2211
 OF2211|---------------------------------------------------------------------|
 OF2211| PID    Reference Object                     Distance      Geod. Az  |
 OF2211|                                                           dddmmss.s |
 OF2211| OF2180 4531                                210.430 METERS 11830     |
 OF2211| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 1.0 KM 1635732.5 |
 OF2211| OF2210 4529                                269.691 METERS 32253     |
 OF2211|---------------------------------------------------------------------|
 OF2211
 OF2211                          SUPERSEDED SURVEY CONTROL
 OF2211
 OF2211  NAD 83(1986)-  43 05 23.75641(N)    077 43 42.56176(W) AD(       ) 2
 OF2211  NAD 27      -  43 05 23.53711(N)    077 43 43.54969(W) AD(       ) 2
 OF2211  NGVD 29 (07/19/86)  158.6    (m)          520.     (f) VERT ANG       
 OF2211
 OF2211.Superseded values are not recommended for survey control.
 OF2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2211.See file dsdata.txt to determine how the superseded data were derived.
 OF2211
 OF2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7792474415(NAD 83)
 OF2211_MARKER: DE = TRAVERSE STATION DISK
 OF2211_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2211
 OF2211  HISTORY     - Date     Condition        Report By
 OF2211  HISTORY     - 1975     MONUMENTED       NY-055
 OF2211  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 OF2211
 OF2211                          STATION DESCRIPTION
 OF2211
 OF2211'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2211'IN TOWN OF CHILI ON S SIDE OF ARCHER RD, 0.4 MI E OF INTERSECTION OF
 OF2211'BEAVER AND ARCHER RD, 0.25 MI W OF BALLANTYNE RD, 19.7 FT S OF CL OF
 OF2211'ARCHER RD, 8.4 S OF EDGE OF PAVEMENT, 140.5 FT W OF UTILITY POLE
 OF2211'RGE T-38-A, AND 7.0 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2211'STANDARD DISK STAMPED---4530---IN CONCRETE POST 0.8 FT BELOW GRADE.
 OF2211
 OF2211                          STATION RECOVERY (1997)
 OF2211
 OF2211'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2180 ***********************************************************************
 OF2180  DESIGNATION -  4531
 OF2180  PID         -  OF2180
 OF2180  STATE/COUNTY-  NY/MONROE
 OF2180  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2180
 OF2180                         *CURRENT SURVEY CONTROL
 OF2180  ___________________________________________________________________
 OF2180* NAD 83(1996)-  43 05 20.49370(N)    077 43 34.38678(W)     ADJUSTED  
 OF2180* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 OF2180  ___________________________________________________________________
 OF2180  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OF2180  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF2180
 OF2180  HORZ ORDER  -  SECOND
 OF2180
 OF2180.The horizontal coordinates were established by classical geodetic methods
 OF2180.and adjusted by the National Geodetic Survey in January 1999..
 OF2180
 OF2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2180
 OF2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2180
 OF2180.The geoid height was determined by GEOID03.
 OF2180
 OF2180;                    North         East     Units Scale Factor Converg.
 OF2180;SPC NY W     -   343,416.224   419,784.798   MT  0.99999739   +0 35 08.0
 OF2180;SPC NY W     - 1,126,691.39  1,377,243.96   sFT  0.99999739   +0 35 08.0
 OF2180;UTM  18      - 4,774,308.761   278,105.788   MT  1.00020574   -1 51 47.3
 OF2180
 OF2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2180!SPC NY W     -   0.99998068  x   0.99999739  =   0.99997807
 OF2180!UTM  18      -   0.99998068  x   1.00020574  =   1.00018642
 OF2180
 OF2180|---------------------------------------------------------------------|
 OF2180| PID    Reference Object                     Distance      Geod. Az  |
 OF2180|                                                           dddmmss.s |
 OF2180| OF2182 4532                                195.138 METERS 09651     |
 OF2180| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 0.9 KM 1734129.1 |
 OF2180| OF2211 4530                                210.430 METERS 29830     |
 OF2180|---------------------------------------------------------------------|
 OF2180
 OF2180                          SUPERSEDED SURVEY CONTROL
 OF2180
 OF2180  NAD 83(1986)-  43 05 20.50193(N)    077 43 34.38590(W) AD(       ) 2
 OF2180  NAD 27      -  43 05 20.28280(N)    077 43 35.37539(W) AD(       ) 2
 OF2180  NGVD 29 (07/19/86)  158.6    (m)          520.     (f) VERT ANG       
 OF2180
 OF2180.Superseded values are not recommended for survey control.
 OF2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2180.See file dsdata.txt to determine how the superseded data were derived.
 OF2180
 OF2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7810674309(NAD 83)
 OF2180_MARKER: DE = TRAVERSE STATION DISK
 OF2180_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2180
 OF2180  HISTORY     - Date     Condition        Report By
 OF2180  HISTORY     - 1975     MONUMENTED       NY-055
 OF2180  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 OF2180
 OF2180                          STATION DESCRIPTION
 OF2180
 OF2180'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2180'IN TOWN OF CHILI ON S SIDE OF ARCHER RD, 0.55 MI E OF INTERSECTION OF
 OF2180'BEAVER AND ARCHER RD, 0.1 MI W OF BALLANTYNE RD, 19.1 FT S OF CL OF
 OF2180'ARCHER RD, 6.4 FT S OF EDGE OF PAVEMENT, 62.3 FT W OF UTILITY POLE
 OF2180'RGE T-40A, AND 2.5 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2180'STANDARD DISK STAMPED---4531---IN CONCRETE POST 0.8 FT BELOW GRADE.
 OF2180
 OF2180                          STATION RECOVERY (1997)
 OF2180
 OF2180'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2182 ***********************************************************************
 OF2182  DESIGNATION -  4532
 OF2182  PID         -  OF2182
 OF2182  STATE/COUNTY-  NY/MONROE
 OF2182  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2182
 OF2182                         *CURRENT SURVEY CONTROL
 OF2182  ___________________________________________________________________
 OF2182* NAD 83(1996)-  43 05 19.73909(N)    077 43 25.82072(W)     ADJUSTED  
 OF2182* NAVD 88     -       158.5    (meters)     520.     (feet)  VERTCON   
 OF2182  ___________________________________________________________________
 OF2182  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 OF2182  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2182
 OF2182  HORZ ORDER  -  SECOND
 OF2182
 OF2182.The horizontal coordinates were established by classical geodetic methods
 OF2182.and adjusted by the National Geodetic Survey in January 1999..
 OF2182
 OF2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2182
 OF2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2182
 OF2182.The geoid height was determined by GEOID03.
 OF2182
 OF2182;                    North         East     Units Scale Factor Converg.
 OF2182;SPC NY W     -   343,394.921   419,978.769   MT  0.99999772   +0 35 13.8
 OF2182;SPC NY W     - 1,126,621.50  1,377,880.34   sFT  0.99999772   +0 35 13.8
 OF2182;UTM  18      - 4,774,279.184   278,298.712   MT  1.00020469   -1 51 41.4
 OF2182
 OF2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2182!SPC NY W     -   0.99998067  x   0.99999772  =   0.99997839
 OF2182!UTM  18      -   0.99998067  x   1.00020469  =   1.00018535
 OF2182
 OF2182:                Primary Azimuth Mark                     Grid Az
 OF2182:SPC NY W     -  ROCHESTER RAD STA WHAM FM TWR            185 48 36.8
 OF2182:UTM  18      -  ROCHESTER RAD STA WHAM FM TWR            188 15 32.0
 OF2182
 OF2182|---------------------------------------------------------------------|
 OF2182| PID    Reference Object                     Distance      Geod. Az  |
 OF2182|                                                           dddmmss.s |
 OF2182| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 0.9 KM 1862350.6 |
 OF2182| OF2180 4531                                195.138 METERS 27651     |
 OF2182|---------------------------------------------------------------------|
 OF2182
 OF2182                          SUPERSEDED SURVEY CONTROL
 OF2182
 OF2182  NAD 83(1986)-  43 05 19.74720(N)    077 43 25.81987(W) AD(       ) 2
 OF2182  NAD 27      -  43 05 19.52791(N)    077 43 26.81049(W) AD(       ) 2
 OF2182  NGVD 29 (07/19/86)  158.7    (m)          521.     (f) VERT ANG       
 OF2182
 OF2182.Superseded values are not recommended for survey control.
 OF2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2182.See file dsdata.txt to determine how the superseded data were derived.
 OF2182
 OF2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7829974279(NAD 83)
 OF2182_MARKER: DE = TRAVERSE STATION DISK
 OF2182_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2182
 OF2182  HISTORY     - Date     Condition        Report By
 OF2182  HISTORY     - 1975     MONUMENTED       NY-055
 OF2182  HISTORY     - 19971004 GOOD             USPSQD
 OF2182
 OF2182                          STATION DESCRIPTION
 OF2182
 OF2182'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2182'IN THE TOWN OF CHILI, IN THE SE CORNER OF BALLANTYNE RD WHERE IT TURNS
 OF2182'S AT ITS INTERSECTION WITH ARCHER RD. 19 FT E AND 37 FT S OF CLS OF
 OF2182'BALLANTYNE RD. 34.2 FT W OF UTILITY POLE CIR 738 RGE T-53,685 RTC
 OF2182'6-1/2,AND 6.2 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2182'STANDARD MCGS DISK STAMPED---4532---IN CONCRETE POST 0.7 BELOW GRADE.
 OF2182
 OF2182                          STATION RECOVERY (1997)
 OF2182
 OF2182'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2170 ***********************************************************************
 OF2170  DESIGNATION -  4533
 OF2170  PID         -  OF2170
 OF2170  STATE/COUNTY-  NY/MONROE
 OF2170  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2170
 OF2170                         *CURRENT SURVEY CONTROL
 OF2170  ___________________________________________________________________
 OF2170* NAD 83(1996)-  43 05 32.00111(N)    077 42 24.31589(W)     ADJUSTED  
 OF2170* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 OF2170  ___________________________________________________________________
 OF2170  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OF2170  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF2170
 OF2170  HORZ ORDER  -  SECOND
 OF2170
 OF2170.The horizontal coordinates were established by classical geodetic methods
 OF2170.and adjusted by the National Geodetic Survey in January 1999..
 OF2170
 OF2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2170
 OF2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2170
 OF2170.The geoid height was determined by GEOID03.
 OF2170
 OF2170;                    North         East     Units Scale Factor Converg.
 OF2170;SPC NY W     -   343,787.699   421,365.831   MT  1.00000013   +0 35 56.0
 OF2170;SPC NY W     - 1,127,910.14  1,382,431.06   sFT  1.00000013   +0 35 56.0
 OF2170;UTM  18      - 4,774,612.408   279,701.572   MT  1.00019706   -1 50 59.7
 OF2170
 OF2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2170!SPC NY W     -   0.99998042  x   1.00000013  =   0.99998055
 OF2170!UTM  18      -   0.99998042  x   1.00019706  =   1.00017748
 OF2170
 OF2170:                Primary Azimuth Mark                     Grid Az
 OF2170:SPC NY W     -  ROCHESTER RAD STA WHAM FM TWR            229 39 29.2
 OF2170:UTM  18      -  ROCHESTER RAD STA WHAM FM TWR            232 06 24.9
 OF2170
 OF2170|---------------------------------------------------------------------|
 OF2170| PID    Reference Object                     Distance      Geod. Az  |
 OF2170|                                                           dddmmss.s |
 OF2170| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 1.9 KM 2301525.2 |
 OF2170|---------------------------------------------------------------------|
 OF2170
 OF2170                          SUPERSEDED SURVEY CONTROL
 OF2170
 OF2170  NAD 83(1986)-  43 05 32.00846(N)    077 42 24.31483(W) AD(       ) 2
 OF2170  NAD 27      -  43 05 31.78795(N)    077 42 25.30569(W) AD(       ) 2
 OF2170  NGVD 29 (07/19/86)  160.3    (m)          526.     (f) VERT ANG       
 OF2170
 OF2170.Superseded values are not recommended for survey control.
 OF2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2170.See file dsdata.txt to determine how the superseded data were derived.
 OF2170
 OF2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7970274612(NAD 83)
 OF2170_MARKER: DE = TRAVERSE STATION DISK
 OF2170_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2170
 OF2170  HISTORY     - Date     Condition        Report By
 OF2170  HISTORY     - 1975     MONUMENTED       NY-055
 OF2170  HISTORY     - 19971004 GOOD             USPSQD
 OF2170
 OF2170                          STATION DESCRIPTION
 OF2170
 OF2170'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2170'IN TOWN OF CHILI ON S SIDE OF BALLANTYNE RD, 1.35 MI W OF SCOTTSVILLE
 OF2170'RD, 16.5 FT S OF CL OF BALLANTYNE RD, 4.0 FT S OF EDGE OF PAVEMENT,
 OF2170'11.6 FT W OF UTILITY POLE 1723-6, AND 11.7 FT N OF MONROE COUNTY
 OF2170'WITNESS POST.  STATION IS A STANDARD DISK STAMPED---4533---IN
 OF2170'CONCRETE POST 1.0 FT BELOW GRADE.
 OF2170
 OF2170                          STATION RECOVERY (1997)
 OF2170
 OF2170'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2160 ***********************************************************************
 OF2160  DESIGNATION -  4534
 OF2160  PID         -  OF2160
 OF2160  STATE/COUNTY-  NY/MONROE
 OF2160  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2160
 OF2160                         *CURRENT SURVEY CONTROL
 OF2160  ___________________________________________________________________
 OF2160* NAD 83(1996)-  43 07 29.55132(N)    077 41 08.88552(W)     ADJUSTED  
 OF2160* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 OF2160  ___________________________________________________________________
 OF2160  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 OF2160  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2160
 OF2160  HORZ ORDER  -  SECOND
 OF2160
 OF2160.The horizontal coordinates were established by classical geodetic methods
 OF2160.and adjusted by the National Geodetic Survey in January 1999..
 OF2160
 OF2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2160
 OF2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2160
 OF2160.The geoid height was determined by GEOID03.
 OF2160
 OF2160;                    North         East     Units Scale Factor Converg.
 OF2160;SPC NY W     -   347,433.108   423,032.865   MT  1.00000309   +0 36 48.9
 OF2160;SPC NY W     - 1,139,870.12  1,387,900.32   sFT  1.00000309   +0 36 48.9
 OF2160;UTM  18      - 4,778,183.918   281,523.233   MT  1.00018722   -1 50 12.2
 OF2160
 OF2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2160!SPC NY W     -   0.99997920  x   1.00000309  =   0.99998229
 OF2160!UTM  18      -   0.99997920  x   1.00018722  =   1.00016642
 OF2160
 OF2160|---------------------------------------------------------------------|
 OF2160| PID    Reference Object                     Distance      Geod. Az  |
 OF2160|                                                           dddmmss.s |
 OF2160| OF2154 4509                                258.277 METERS 17533     |
 OF2160| OF2363 4 1 11                              433.517 METERS 3580613.6 |
 OF2160|---------------------------------------------------------------------|
 OF2160
 OF2160                          SUPERSEDED SURVEY CONTROL
 OF2160
 OF2160  NAD 83(1986)-  43 07 29.55803(N)    077 41 08.88470(W) AD(       ) 2
 OF2160  NAD 27      -  43 07 29.33664(N)    077 41 09.87149(W) AD(       ) 2
 OF2160  NGVD 29 (07/19/86)  168.2    (m)          552.     (f) VERT ANG       
 OF2160
 OF2160.Superseded values are not recommended for survey control.
 OF2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2160.See file dsdata.txt to determine how the superseded data were derived.
 OF2160
 OF2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8152378184(NAD 83)
 OF2160_MARKER: DE = TRAVERSE STATION DISK
 OF2160_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2160
 OF2160  HISTORY     - Date     Condition        Report By
 OF2160  HISTORY     - 1975     MONUMENTED       NY-055
 OF2160
 OF2160                          STATION DESCRIPTION
 OF2160
 OF2160'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2160'IN TOWN OF CHILI ON W SIDE OF BEAHAN RD, 0.4 MI N OF RAILROAD CROSSING
 OF2160'0.5 MI S OF CHILI AVE, 21.1 FT W OF CL OF BEAHAN RD, 8.1 FT W OF
 OF2160'EDGE OF CONCRETE GUTTER, 45.7 FT W OF UTILITY POLE RTC 15, 7.2 FT NW
 OF2160'OF MH, AND 7.1 FT E OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2160'STANDARD DISK STAMPED---4534---IN CONCRETE POST 0.6 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2150 ***********************************************************************
 OF2150  DESIGNATION -  4535
 OF2150  PID         -  OF2150
 OF2150  STATE/COUNTY-  NY/MONROE
 OF2150  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2150
 OF2150                         *CURRENT SURVEY CONTROL
 OF2150  ___________________________________________________________________
 OF2150* NAD 83(1996)-  43 05 33.66654(N)    077 40 50.19353(W)     ADJUSTED  
 OF2150* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 OF2150  ___________________________________________________________________
 OF2150  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 OF2150  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2150
 OF2150  HORZ ORDER  -  SECOND
 OF2150
 OF2150.The horizontal coordinates were established by classical geodetic methods
 OF2150.and adjusted by the National Geodetic Survey in January 1999..
 OF2150
 OF2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2150
 OF2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2150
 OF2150.The geoid height was determined by GEOID03.
 OF2150
 OF2150;                    North         East     Units Scale Factor Converg.
 OF2150;SPC NY W     -   343,861.672   423,493.868   MT  1.00000392   +0 37 00.3
 OF2150;SPC NY W     - 1,128,152.84  1,389,412.80   sFT  1.00000392   +0 37 00.3
 OF2150;UTM  18      - 4,774,595.386   281,831.229   MT  1.00018557   -1 49 55.4
 OF2150
 OF2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2150!SPC NY W     -   0.99998024  x   1.00000392  =   0.99998416
 OF2150!UTM  18      -   0.99998024  x   1.00018557  =   1.00016580
 OF2150
 OF2150|---------------------------------------------------------------------|
 OF2150| PID    Reference Object                     Distance      Geod. Az  |
 OF2150|                                                           dddmmss.s |
 OF2150| OF2152 4536                                235.609 METERS 01301     |
 OF2150| OF2168 TP 9051                             APPROX. 0.9 KM 2760247.2 |
 OF2150|---------------------------------------------------------------------|
 OF2150
 OF2150                          SUPERSEDED SURVEY CONTROL
 OF2150
 OF2150  NAD 83(1986)-  43 05 33.67345(N)    077 40 50.19225(W) AD(       ) 2
 OF2150  NAD 27      -  43 05 33.45116(N)    077 40 51.18267(W) AD(       ) 2
 OF2150  NGVD 29 (07/19/86)  161.5    (m)          530.     (f) VERT ANG       
 OF2150
 OF2150.Superseded values are not recommended for survey control.
 OF2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2150.See file dsdata.txt to determine how the superseded data were derived.
 OF2150
 OF2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8183174595(NAD 83)
 OF2150_MARKER: DE = TRAVERSE STATION DISK
 OF2150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF2150_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2150+STABILITY: SURFACE MOTION
 OF2150
 OF2150  HISTORY     - Date     Condition        Report By
 OF2150  HISTORY     - 1975     MONUMENTED       NY-055
 OF2150  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 OF2150
 OF2150                          STATION DESCRIPTION
 OF2150
 OF2150'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2150'IN TOWN OF CHILI ON N SIDE OF BALLANTYNE RD IN CONCRETE ABUTMENT OF
 OF2150'BRIDGE OVER GENESEE RIVER, 36.0 FT N OF CL OF BALLANTYNE RD, 2.5 FT N
 OF2150'OF GUARD RAIL, 3.8 FT S OF N END OF BRIDGE ABUTMENT  AND 1.7 FT W OF E
 OF2150'END OF BRIDGE ABUTMENT.  STATION IS A STANDARD DISK STAMPED---4535---
 OF2150'IMBEDDED IN CONCRETE BRIDGE ABUTMENT.
 OF2150
 OF2150                          STATION RECOVERY (1997)
 OF2150
 OF2150'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2152 ***********************************************************************
 OF2152  DESIGNATION -  4536
 OF2152  PID         -  OF2152
 OF2152  STATE/COUNTY-  NY/MONROE
 OF2152  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2152
 OF2152                         *CURRENT SURVEY CONTROL
 OF2152  ___________________________________________________________________
 OF2152* NAD 83(1996)-  43 05 41.10537(N)    077 40 47.84788(W)     ADJUSTED  
 OF2152* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 OF2152  ___________________________________________________________________
 OF2152  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 OF2152  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2152
 OF2152  HORZ ORDER  -  SECOND
 OF2152
 OF2152.The horizontal coordinates were established by classical geodetic methods
 OF2152.and adjusted by the National Geodetic Survey in January 1999..
 OF2152
 OF2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2152
 OF2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2152
 OF2152.The geoid height was determined by GEOID03.
 OF2152
 OF2152;                    North         East     Units Scale Factor Converg.
 OF2152;SPC NY W     -   344,091.790   423,544.442   MT  1.00000401   +0 37 02.0
 OF2152;SPC NY W     - 1,128,907.81  1,389,578.72   sFT  1.00000401   +0 37 02.0
 OF2152;UTM  18      - 4,774,823.175   281,891.600   MT  1.00018525   -1 49 54.1
 OF2152
 OF2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2152!SPC NY W     -   0.99998024  x   1.00000401  =   0.99998425
 OF2152!UTM  18      -   0.99998024  x   1.00018525  =   1.00016549
 OF2152
 OF2152:                Primary Azimuth Mark                     Grid Az
 OF2152:SPC NY W     -  4537                                     021 00 40.7
 OF2152:UTM  18      -  4537                                     023 27 36.8
 OF2152
 OF2152|---------------------------------------------------------------------|
 OF2152| PID    Reference Object                     Distance      Geod. Az  |
 OF2152|                                                           dddmmss.s |
 OF2152| OF2148 4537                                APPROX. 0.6 KM 0213742.7 |
 OF2152| OF2132 TECH AZIMUTH MARK 1969              APPROX. 0.6 KM 1205707.6 |
 OF2152| OF2151 4 1 63                               52.079 METERS 18345     |
 OF2152| OF2150 4535                                235.609 METERS 19301     |
 OF2152|---------------------------------------------------------------------|
 OF2152
 OF2152                          SUPERSEDED SURVEY CONTROL
 OF2152
 OF2152  NAD 83(1986)-  43 05 41.11231(N)    077 40 47.84660(W) AD(       ) 2
 OF2152  NAD 27      -  43 05 40.89009(N)    077 40 48.83691(W) AD(       ) 2
 OF2152  NGVD 29 (07/19/86)  161.5    (m)          530.     (f) VERT ANG       
 OF2152
 OF2152.Superseded values are not recommended for survey control.
 OF2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2152.See file dsdata.txt to determine how the superseded data were derived.
 OF2152
 OF2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8189274823(NAD 83)
 OF2152_MARKER: DE = TRAVERSE STATION DISK
 OF2152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF2152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2152+STABILITY: SURFACE MOTION
 OF2152
 OF2152  HISTORY     - Date     Condition        Report By
 OF2152  HISTORY     - 1975     MONUMENTED       NY-055
 OF2152  HISTORY     - 20011006 GOOD             USPSQD
 OF2152
 OF2152                          STATION DESCRIPTION
 OF2152
 OF2152'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2152'IN TOWN OF CHILI ON W SIDE OF SCOTTSVILLE RD IN CONCRETE ABUTMENT OF
 OF2152'BRIDGE OVER BLACK CREEK 0.15 MI N OF BALLANTYNE RD, 21.5 FT W OF CL OF
 OF2152'SCOTTSVILLE RD, 12.7 FT S OF N END OF BRIDGE ABUTMENT, AND 1.5 FT E OF
 OF2152'W END OF BRIDGE ABUTMENT.  STATION IS A STANDARD DISK
 OF2152'STAMPED---4536---INBEDDED IN CONCRETE BRIDGE ABUTMENT.
 OF2152
 OF2152                          STATION RECOVERY (2001)
 OF2152
 OF2152'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2148 ***********************************************************************
 OF2148  DESIGNATION -  4537
 OF2148  PID         -  OF2148
 OF2148  STATE/COUNTY-  NY/MONROE
 OF2148  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2148
 OF2148                         *CURRENT SURVEY CONTROL
 OF2148  ___________________________________________________________________
 OF2148* NAD 83(1996)-  43 05 58.76674(N)    077 40 38.29146(W)     ADJUSTED  
 OF2148* NAVD 88     -       160.0    (meters)     525.     (feet)  VERTCON   
 OF2148  ___________________________________________________________________
 OF2148  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 OF2148  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF2148
 OF2148  HORZ ORDER  -  SECOND
 OF2148
 OF2148.The horizontal coordinates were established by classical geodetic methods
 OF2148.and adjusted by the National Geodetic Survey in January 1999..
 OF2148
 OF2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2148
 OF2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2148
 OF2148.The geoid height was determined by GEOID03.
 OF2148
 OF2148;                    North         East     Units Scale Factor Converg.
 OF2148;SPC NY W     -   344,639.116   423,754.664   MT  1.00000439   +0 37 08.7
 OF2148;SPC NY W     - 1,130,703.50  1,390,268.43   sFT  1.00000439   +0 37 08.7
 OF2148;UTM  18      - 4,775,361.114   282,125.060   MT  1.00018399   -1 49 48.1
 OF2148
 OF2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2148!SPC NY W     -   0.99998045  x   1.00000439  =   0.99998484
 OF2148!UTM  18      -   0.99998045  x   1.00018399  =   1.00016443
 OF2148
 OF2148:                Primary Azimuth Mark                     Grid Az
 OF2148:SPC NY W     -  4538                                     001 08 03.1
 OF2148:UTM  18      -  4538                                     003 34 59.9
 OF2148
 OF2148|---------------------------------------------------------------------|
 OF2148| PID    Reference Object                     Distance      Geod. Az  |
 OF2148|                                                           dddmmss.s |
 OF2148| OF2149 4538                                APPROX. 0.5 KM 0014511.8 |
 OF2148| OF2152 4536                                APPROX. 0.6 KM 2013749.2 |
 OF2148|---------------------------------------------------------------------|
 OF2148
 OF2148                          SUPERSEDED SURVEY CONTROL
 OF2148
 OF2148  NAD 83(1986)-  43 05 58.77364(N)    077 40 38.29029(W) AD(       ) 2
 OF2148  NAD 27      -  43 05 58.55143(N)    077 40 39.28063(W) AD(       ) 2
 OF2148  NGVD 29 (07/19/86)  160.2    (m)          526.     (f) VERT ANG       
 OF2148
 OF2148.Superseded values are not recommended for survey control.
 OF2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2148.See file dsdata.txt to determine how the superseded data were derived.
 OF2148
 OF2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8212575361(NAD 83)
 OF2148_MARKER: DE = TRAVERSE STATION DISK
 OF2148_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2148
 OF2148  HISTORY     - Date     Condition        Report By
 OF2148  HISTORY     - 1975     MONUMENTED       NY-055
 OF2148  HISTORY     - 20011006 GOOD             USPSQD
 OF2148
 OF2148                          STATION DESCRIPTION
 OF2148
 OF2148'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2148'IN TOWN OF CHILI ON E SIDE OF SCOTTSVILLE RD, 0.55 MI N OF BALLANTYNE
 OF2148'RD, 0.75 MI S OF PAUL RD, 23.8 FT E OF CL OF SCOTTSVILLE RD, 11.7 FT E
 OF2148'OF EDGE OF PAVEMENT, 14.7 FT N OF UTILITY POLE RGE 67A 149 151, 2.6 FT
 OF2148'E OF STEEL CABLE GUARD RAIL, AND 4.0 FT W OF MONROE COUNTY WITNESS
 OF2148'POST.  STATION IS A STANDARD DISK STAMPED---4537---IN CONCRETE POST
 OF2148'0.5 FT BELOW GRADE.
 OF2148
 OF2148                          STATION RECOVERY (2001)
 OF2148
 OF2148'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2149 ***********************************************************************
 OF2149  DESIGNATION -  4538
 OF2149  PID         -  OF2149
 OF2149  STATE/COUNTY-  NY/MONROE
 OF2149  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2149
 OF2149                         *CURRENT SURVEY CONTROL
 OF2149  ___________________________________________________________________
 OF2149* NAD 83(1996)-  43 06 15.80067(N)    077 40 37.57987(W)     ADJUSTED  
 OF2149* NAVD 88     -       159.7    (meters)     524.     (feet)  VERTCON   
 OF2149  ___________________________________________________________________
 OF2149  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 OF2149  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2149
 OF2149  HORZ ORDER  -  SECOND
 OF2149
 OF2149.The horizontal coordinates were established by classical geodetic methods
 OF2149.and adjusted by the National Geodetic Survey in January 1999..
 OF2149
 OF2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2149
 OF2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2149
 OF2149.The geoid height was determined by GEOID03.
 OF2149
 OF2149;                    North         East     Units Scale Factor Converg.
 OF2149;SPC NY W     -   345,164.922   423,765.074   MT  1.00000441   +0 37 09.4
 OF2149;SPC NY W     - 1,132,428.58  1,390,302.58   sFT  1.00000441   +0 37 09.4
 OF2149;UTM  18      - 4,775,886.090   282,157.936   MT  1.00018382   -1 49 48.2
 OF2149
 OF2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2149!SPC NY W     -   0.99998050  x   1.00000441  =   0.99998491
 OF2149!UTM  18      -   0.99998050  x   1.00018382  =   1.00016431
 OF2149
 OF2149|---------------------------------------------------------------------|
 OF2149| PID    Reference Object                     Distance      Geod. Az  |
 OF2149|                                                           dddmmss.s |
 OF2149| OF2144 4539                                329.713 METERS 01228     |
 OF2149| OF2148 4537                                APPROX. 0.5 KM 1814512.2 |
 OF2149|---------------------------------------------------------------------|
 OF2149
 OF2149                          SUPERSEDED SURVEY CONTROL
 OF2149
 OF2149  NAD 83(1986)-  43 06 15.80760(N)    077 40 37.57876(W) AD(       ) 2
 OF2149  NAD 27      -  43 06 15.58539(N)    077 40 38.56878(W) AD(       ) 2
 OF2149  NGVD 29 (07/19/86)  159.9    (m)          525.     (f) VERT ANG       
 OF2149
 OF2149.Superseded values are not recommended for survey control.
 OF2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2149.See file dsdata.txt to determine how the superseded data were derived.
 OF2149
 OF2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8215875886(NAD 83)
 OF2149_MARKER: DE = TRAVERSE STATION DISK
 OF2149_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2149
 OF2149  HISTORY     - Date     Condition        Report By
 OF2149  HISTORY     - 1975     MONUMENTED       NY-055
 OF2149  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2149
 OF2149                          STATION DESCRIPTION
 OF2149
 OF2149'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2149'IN TOWN OF CHILI ON W SIDE OF SCOTTSVILLE RD, 0.9 MI N OF BALLANTYNE
 OF2149'RD, 0.35 MI S OF PAUL RD, 21.0 FT W OF CL OF SCOTTSVILLE RD, 8.8 FT W
 OF2149'OF EDGE OF PAVEMENT, 4.8 FT SE OF UTILITY POLE RGE 61A 124, 79.3 FT NE
 OF2149'OF HYDRANT.  STATION IS A STANDARD MCGS DISK STAMPED---4538---IN A
 OF2149'CONCRETE POST 0.5 FT BELOW GRADE.
 OF2149
 OF2149                          STATION RECOVERY (2001)
 OF2149
 OF2149'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2144 ***********************************************************************
 OF2144  DESIGNATION -  4539
 OF2144  PID         -  OF2144
 OF2144  STATE/COUNTY-  NY/MONROE
 OF2144  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2144
 OF2144                         *CURRENT SURVEY CONTROL
 OF2144  ___________________________________________________________________
 OF2144* NAD 83(1996)-  43 06 26.23333(N)    077 40 34.43394(W)     ADJUSTED  
 OF2144* NAVD 88     -       168.1    (meters)     552.     (feet)  VERTCON   
 OF2144  ___________________________________________________________________
 OF2144  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 OF2144  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2144
 OF2144  HORZ ORDER  -  SECOND
 OF2144
 OF2144.The horizontal coordinates were established by classical geodetic methods
 OF2144.and adjusted by the National Geodetic Survey in January 1999..
 OF2144
 OF2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2144
 OF2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2144
 OF2144.The geoid height was determined by GEOID03.
 OF2144
 OF2144;                    North         East     Units Scale Factor Converg.
 OF2144;SPC NY W     -   345,487.622   423,832.722   MT  1.00000454   +0 37 11.7
 OF2144;SPC NY W     - 1,133,487.31  1,390,524.52   sFT  1.00000454   +0 37 11.7
 OF2144;UTM  18      - 4,776,205.661   282,239.328   MT  1.00018338   -1 49 46.4
 OF2144
 OF2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2144!SPC NY W     -   0.99997918  x   1.00000454  =   0.99998372
 OF2144!UTM  18      -   0.99997918  x   1.00018338  =   1.00016256
 OF2144
 OF2144:                Primary Azimuth Mark                     Grid Az
 OF2144:SPC NY W     -  4 1 13                                   034 11 30.2
 OF2144:UTM  18      -  4 1 13                                   036 38 28.3
 OF2144
 OF2144|---------------------------------------------------------------------|
 OF2144| PID    Reference Object                     Distance      Geod. Az  |
 OF2144|                                                           dddmmss.s |
 OF2144| OF2146 4 1 13                              462.697 METERS 0344841.9 |
 OF2144| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX. 7.5 KM 0374320.8 |
 OF2144| OF2149 4538                                329.713 METERS 19228     |
 OF2144|---------------------------------------------------------------------|
 OF2144
 OF2144                          SUPERSEDED SURVEY CONTROL
 OF2144
 OF2144  NAD 83(1986)-  43 06 26.24034(N)    077 40 34.43283(W) AD(       ) 2
 OF2144  NAD 27      -  43 06 26.01809(N)    077 40 35.42272(W) AD(       ) 2
 OF2144  NGVD 29 (07/19/86)  168.3    (m)          552.     (f) VERT ANG       
 OF2144
 OF2144.Superseded values are not recommended for survey control.
 OF2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2144.See file dsdata.txt to determine how the superseded data were derived.
 OF2144
 OF2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8223976206(NAD 83)
 OF2144_MARKER: DE = TRAVERSE STATION DISK
 OF2144_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2144
 OF2144  HISTORY     - Date     Condition        Report By
 OF2144  HISTORY     - 1975     MONUMENTED       NY-055
 OF2144  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 OF2144
 OF2144                          STATION DESCRIPTION
 OF2144
 OF2144'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2144'IN TOWN OF CHILI ON W SIDE OF SCOTTSVILLE RD, 1.1 MI N OF BALLANTYNE
 OF2144'RD, 1.5 MI S OF PAUL RD, 26.5 FT W OF CL OF SCOTTSVILLE RD, 6.3 FT W
 OF2144'OF EDGE OF PAVEMENT, 7.3 FT N OF UTILITY POLE RGE 54A 108, AND 2.0 FT
 OF2144'E OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 OF2144'STAMPED---4539---IN CONCRETE POST 0.2 FT BELOW GRADE.
 OF2144
 OF2144                          STATION RECOVERY (2001)
 OF2144
 OF2144'RECOVERY NOTE BY US POWER SQUADRON 2001 (MM)
 OF2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0950 ***********************************************************************
 OF0950  DESIGNATION -  454 OSWEGO
 OF0950  PID         -  OF0950
 OF0950  STATE/COUNTY-  NY/WAYNE
 OF0950  USGS QUAD   -  WILLIAMSON (1978)
 OF0950
 OF0950                         *CURRENT SURVEY CONTROL
 OF0950  ___________________________________________________________________
 OF0950* NAD 83(1986)-  43 13 15.     (N)    077 10 54.     (W)     SCALED    
 OF0950* NAVD 88     -       138.776  (meters)     455.30   (feet)  ADJUSTED  
 OF0950  ___________________________________________________________________
 OF0950  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF0950  DYNAMIC HT  -         138.745 (meters)     455.20  (feet)  COMP
 OF0950  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 OF0950
 OF0950  VERT ORDER  -  SECOND    CLASS 0
 OF0950
 OF0950.The horizontal coordinates were scaled from a topographic map and have
 OF0950.an estimated accuracy of +/- 6 seconds.
 OF0950
 OF0950.The orthometric height was determined by differential leveling
 OF0950.and adjusted by the National Geodetic Survey in June 1991..
 OF0950
 OF0950.The geoid height was determined by GEOID03.
 OF0950
 OF0950.The dynamic height is computed by dividing the NAVD 88
 OF0950.geopotential number by the normal gravity value computed on the
 OF0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0950.degrees latitude (g = 980.6199 gals.).
 OF0950
 OF0950.The modeled gravity was interpolated from observed gravity values.
 OF0950
 OF0950;                    North         East    Units  Estimated Accuracy
 OF0950;SPC NY C     -   357,880.      201,390.      MT  (+/- 180 meters Scaled)
 OF0950
 OF0950                          SUPERSEDED SURVEY CONTROL
 OF0950
 OF0950  NGVD 29 (??/??/92)  138.975  (m)          455.95   (f) ADJ UNCH    2 0
 OF0950
 OF0950.Superseded values are not recommended for survey control.
 OF0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0950.See file dsdata.txt to determine how the superseded data were derived.
 OF0950
 OF0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN228876(NAD 83)
 OF0950_MARKER: DD = SURVEY DISK
 OF0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0950_SP_SET: BUILDING
 OF0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0950+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 OF0950
 OF0950  HISTORY     - Date     Condition        Report By
 OF0950  HISTORY     - UNK      MONUMENTED       USGS
 OF0950  HISTORY     - 1942     GOOD             NGS
 OF0950  HISTORY     - 19991128 GOOD             USPSQD
 OF0950  HISTORY     - 20050611 GOOD             USPSQD
 OF0950
 OF0950                          STATION DESCRIPTION
 OF0950
 OF0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0950'AT WILLIAMSON.
 OF0950'BENCH MARK IS AT THE WILLIAMSON HIGH SCHOOL, SET VERTICALLY IN
 OF0950'THE CONCRETE FOUNDATION OF THE SCHOOL BUILDING, 2 FEET WEST OF
 OF0950'THE NORTHEAST CORNER AND 1.4 FEET ABOVE THE WALK ALONG THE NORTH
 OF0950'SIDE OF THE BUILDING.
 OF0950
 OF0950                          STATION RECOVERY (1999)
 OF0950
 OF0950'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0950'RECOVERED IN GOOD CONDITION.
 OF0950
 OF0950                          STATION RECOVERY (2005)
 OF0950
 OF0950'RECOVERY NOTE BY US POWER SQUADRON 2005
 OF0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2202 ***********************************************************************
 OF2202  DESIGNATION -  4540
 OF2202  PID         -  OF2202
 OF2202  STATE/COUNTY-  NY/MONROE
 OF2202  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2202
 OF2202                         *CURRENT SURVEY CONTROL
 OF2202  ___________________________________________________________________
 OF2202* NAD 83(1996)-  43 05 42.98667(N)    077 44 11.90491(W)     ADJUSTED  
 OF2202* NAVD 88     -       164.1    (meters)     538.     (feet)  VERTCON   
 OF2202  ___________________________________________________________________
 OF2202  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 OF2202  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2202
 OF2202  HORZ ORDER  -  SECOND
 OF2202
 OF2202.The horizontal coordinates were established by classical geodetic methods
 OF2202.and adjusted by the National Geodetic Survey in January 1999..
 OF2202
 OF2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2202
 OF2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2202
 OF2202.The geoid height was determined by GEOID03.
 OF2202
 OF2202;                    North         East     Units Scale Factor Converg.
 OF2202;SPC NY W     -   344,101.690   418,929.269   MT  0.99999593   +0 34 42.6
 OF2202;SPC NY W     - 1,128,940.29  1,374,437.11   sFT  0.99999593   +0 34 42.6
 OF2202;UTM  18      - 4,775,030.309   277,280.154   MT  1.00021026   -1 52 13.7
 OF2202
 OF2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2202!SPC NY W     -   0.99997979  x   0.99999593  =   0.99997572
 OF2202!UTM  18      -   0.99997979  x   1.00021026  =   1.00019005
 OF2202
 OF2202|---------------------------------------------------------------------|
 OF2202| PID    Reference Object                     Distance      Geod. Az  |
 OF2202|                                                           dddmmss.s |
 OF2202| OF2206 4528                                341.586 METERS 11827     |
 OF2202| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 1.8 KM 1490113.5 |
 OF2202|---------------------------------------------------------------------|
 OF2202
 OF2202                          SUPERSEDED SURVEY CONTROL
 OF2202
 OF2202  NAD 83(1986)-  43 05 42.99524(N)    077 44 11.90369(W) AD(       ) 2
 OF2202  NAD 27      -  43 05 42.77515(N)    077 44 12.88762(W) AD(       ) 2
 OF2202  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 OF2202
 OF2202.Superseded values are not recommended for survey control.
 OF2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2202.See file dsdata.txt to determine how the superseded data were derived.
 OF2202
 OF2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7728075030(NAD 83)
 OF2202_MARKER: DE = TRAVERSE STATION DISK
 OF2202_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2202
 OF2202  HISTORY     - Date     Condition        Report By
 OF2202  HISTORY     - 1975     MONUMENTED       NY-055
 OF2202  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 OF2202
 OF2202                          STATION DESCRIPTION
 OF2202
 OF2202'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2202'IN TOWN OF CHILI AT INTERSECTION OF BEAVER RD AND BEAVER RD EXTENSION,
 OF2202'0.1 MI E OF INTERSECTION, 0.2 MI W OF ARCHER RD, 13.0 FT S OF CL OF
 OF2202'BEAVER RD EXTENSION, 72.7 FT N OF BEAVER RD, 93.3 FT S OF UTILITY POLE
 OF2202'RGE 5 RTC 127, AND 6.5 FT N OF MONROE COUNTY WITNESS POST.  STATION IS
 OF2202'A STANDARD DISK STAMPED---4540---IN CONCRETE POST 0.5 FT BELOW GRADE.
 OF2202
 OF2202                          STATION RECOVERY (1997)
 OF2202
 OF2202'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1775 ***********************************************************************
 KU1775  DESIGNATION -  455
 KU1775  PID         -  KU1775
 KU1775  STATE/COUNTY-  NY/KINGS
 KU1775  USGS QUAD   -  BROOKLYN (1979)
 KU1775
 KU1775                         *CURRENT SURVEY CONTROL
 KU1775  ___________________________________________________________________
 KU1775* NAD 83(1986)-  40 41 58.     (N)    073 58 49.     (W)     SCALED    
 KU1775* NAVD 88     -         4.793  (meters)      15.72   (feet)  ADJUSTED  
 KU1775  ___________________________________________________________________
 KU1775  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU1775  DYNAMIC HT  -           4.791 (meters)      15.72  (feet)  COMP
 KU1775  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 KU1775
 KU1775  VERT ORDER  -  FIRST     CLASS II
 KU1775
 KU1775.The horizontal coordinates were scaled from a topographic map and have
 KU1775.an estimated accuracy of +/- 6 seconds.
 KU1775
 KU1775.The orthometric height was determined by differential leveling
 KU1775.and adjusted by the National Geodetic Survey in June 1991..
 KU1775
 KU1775.The geoid height was determined by GEOID03.
 KU1775
 KU1775.The dynamic height is computed by dividing the NAVD 88
 KU1775.geopotential number by the normal gravity value computed on the
 KU1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1775.degrees latitude (g = 980.6199 gals.).
 KU1775
 KU1775.The modeled gravity was interpolated from observed gravity values.
 KU1775
 KU1775;                    North         East    Units  Estimated Accuracy
 KU1775;SPC NY L     -    59,160.      301,670.      MT  (+/- 180 meters Scaled)
 KU1775
 KU1775                          SUPERSEDED SURVEY CONTROL
 KU1775
 KU1775  NGVD 29 (??/??/92)    5.130  (m)           16.83   (f) ADJ UNCH    1 2
 KU1775
 KU1775.Superseded values are not recommended for survey control.
 KU1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1775.See file dsdata.txt to determine how the superseded data were derived.
 KU1775
 KU1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL861058(NAD 83)
 KU1775_MARKER: Q = CHISELED SQUARE
 KU1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1775_SP_SET: STEP
 KU1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1775+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 KU1775
 KU1775  HISTORY     - Date     Condition        Report By
 KU1775  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1775  HISTORY     - 1952     GOOD             NGS
 KU1775  HISTORY     - 20051219 GOOD             GEOCAC
 KU1775
 KU1775                          STATION DESCRIPTION
 KU1775
 KU1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1775'AT NEW YORK.
 KU1775'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD, ON
 KU1775'THE NORTH SIDE OF SAND STREET GATE, ON THE TOP OF WEST END OF
 KU1775'THE SECOND STEP OF THE ENTRANCE TO BUILDING 200, 14.3 FEET EAST
 KU1775'OF THE GATE, 0.3 FOOT EAST OF WEST SIDE OF THE BUILDING ENTRANCE
 KU1775'AND 0.8 FOOT ABOVE SIDE WALK.
 KU1775
 KU1775                          STATION RECOVERY (2005)
 KU1775
 KU1775'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1775'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU1775' 
 KU1775'BUILDING 200 IS NOT A SEPARATE STRUCTURE, BUT ADJOINS AND IS PART OF
 KU1775'THE SAND STREET GATE ON THE NORTH SIDE.  THE MARK IS ON THE LEFT AS
 KU1775'YOU ENTER INSIDE THE GATE AREA.
 KU1775' 
 KU1775'THE BROOKLYN NAVY YARD IS NOW AN INDUSTRIAL PARK WITH PRIVATE LEASE
 KU1775'HOLDERS.  THE SAND STREET GATE AND THE AREA INSIDE THE OLD NAVY YARD
 KU1775'BEHIND IT IS NOW THE NEW YORK CITY POLICE DEPARTMENT'S CAR POUND.
 KU1775'PERMISSION TO GAIN ACCESS TO THE TWO MARKS ON THE GATE MAY BE
 KU1775'REQUIRED. INQUIRE AT THE GATE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0630 ***********************************************************************
 LY0630  DESIGNATION -  456
 LY0630  PID         -  LY0630
 LY0630  STATE/COUNTY-  NY/ORANGE
 LY0630  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0630
 LY0630                         *CURRENT SURVEY CONTROL
 LY0630  ___________________________________________________________________
 LY0630* NAD 83(1986)-  41 21 47.     (N)    074 41 06.     (W)     SCALED    
 LY0630* NAVD 88     -       139.081  (meters)     456.30   (feet)  ADJUSTED  
 LY0630  ___________________________________________________________________
 LY0630  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY0630  DYNAMIC HT  -         139.024 (meters)     456.11  (feet)  COMP
 LY0630  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LY0630
 LY0630  VERT ORDER  -  FIRST     CLASS II
 LY0630
 LY0630.The horizontal coordinates were scaled from a topographic map and have
 LY0630.an estimated accuracy of +/- 6 seconds.
 LY0630
 LY0630.The orthometric height was determined by differential leveling
 LY0630.and adjusted by the National Geodetic Survey in June 1991..
 LY0630
 LY0630.The geoid height was determined by GEOID03.
 LY0630
 LY0630.The dynamic height is computed by dividing the NAVD 88
 LY0630.geopotential number by the normal gravity value computed on the
 LY0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0630.degrees latitude (g = 980.6199 gals.).
 LY0630
 LY0630.The modeled gravity was interpolated from observed gravity values.
 LY0630
 LY0630;                    North         East    Units  Estimated Accuracy
 LY0630;SPC NY E     -   280,880.      134,520.      MT  (+/- 180 meters Scaled)
 LY0630
 LY0630                          SUPERSEDED SURVEY CONTROL
 LY0630
 LY0630  NGVD 29 (??/??/92)  139.255  (m)          456.87   (f) ADJ UNCH    1 2
 LY0630
 LY0630.Superseded values are not recommended for survey control.
 LY0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0630.See file dsdata.txt to determine how the superseded data were derived.
 LY0630
 LY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL263791(NAD 83)
 LY0630_MARKER: DB = BENCH MARK DISK
 LY0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0630_SP_SET: BRIDGE
 LY0630_STAMPING: 456 ALBANY 1900
 LY0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0630+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 LY0630
 LY0630  HISTORY     - Date     Condition        Report By
 LY0630  HISTORY     - 1900     MONUMENTED       USGS
 LY0630  HISTORY     - 1941     GOOD             NGS
 LY0630  HISTORY     - 20050606 GOOD             USGS
 LY0630
 LY0630                          STATION DESCRIPTION
 LY0630
 LY0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0630'AT PORT JARVIS.
 LY0630'AT PORT JERVIS, ORANGE COUNTY, ABOUT 0.8 MILE SOUTHEAST ALONG
 LY0630'THE ERIE RAILROAD FROM THE STATION, ABOUT 0.5 MILE SOUTHEAST OF
 LY0630'MILEPOST 87, AT BRIDGE 86.52 OVER EAST MAIN STREET, AT THE
 LY0630'SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT, IN THE WEST CORNER
 LY0630'OF THE FIRST STEP BELOW THE BRIDGE SEAT, 24.2 FEET EAST OF THE
 LY0630'CENTER LINE OF THE STREET, AND 9.8 FEET SOUTHWEST OF THE
 LY0630'SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK.  A UNITED STATES
 LY0630'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 456 ALBANY 1900.
 LY0630
 LY0630                          STATION RECOVERY (2005)
 LY0630
 LY0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (GDF)
 LY0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1786 ***********************************************************************
 KU1786  DESIGNATION -  456
 KU1786  PID         -  KU1786
 KU1786  STATE/COUNTY-  NY/KINGS
 KU1786  USGS QUAD   -  BROOKLYN (1979)
 KU1786
 KU1786                         *CURRENT SURVEY CONTROL
 KU1786  ___________________________________________________________________
 KU1786* NAD 83(1986)-  40 42 07.     (N)    073 58 33.     (W)     SCALED    
 KU1786* NAVD 88     -         1.689  (meters)       5.54   (feet)  ADJUSTED  
 KU1786  ___________________________________________________________________
 KU1786  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1786  DYNAMIC HT  -           1.688 (meters)       5.54  (feet)  COMP
 KU1786  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 KU1786
 KU1786  VERT ORDER  -  FIRST     CLASS II
 KU1786
 KU1786.The horizontal coordinates were scaled from a topographic map and have
 KU1786.an estimated accuracy of +/- 6 seconds.
 KU1786
 KU1786.The orthometric height was determined by differential leveling
 KU1786.and adjusted by the National Geodetic Survey in June 1991..
 KU1786.WARNING-Repeat measurements at this control monument indicate possible
 KU1786.vertical movement.
 KU1786
 KU1786.The geoid height was determined by GEOID03.
 KU1786
 KU1786.The dynamic height is computed by dividing the NAVD 88
 KU1786.geopotential number by the normal gravity value computed on the
 KU1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1786.degrees latitude (g = 980.6199 gals.).
 KU1786
 KU1786.The modeled gravity was interpolated from observed gravity values.
 KU1786
 KU1786;                    North         East    Units  Estimated Accuracy
 KU1786;SPC NY L     -    59,440.      302,040.      MT  (+/- 180 meters Scaled)
 KU1786
 KU1786                          SUPERSEDED SURVEY CONTROL
 KU1786
 KU1786  NGVD 29 (??/??/92)    2.027  (m)            6.65   (f) ADJ UNCH    1 2
 KU1786
 KU1786.Superseded values are not recommended for survey control.
 KU1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1786.See file dsdata.txt to determine how the superseded data were derived.
 KU1786
 KU1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL865061(NAD 83)
 KU1786_MARKER: Q = CHISELED SQUARE
 KU1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1786_SP_SET: WALL
 KU1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1786+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2000
 KU1786
 KU1786  HISTORY     - Date     Condition        Report By
 KU1786  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1786  HISTORY     - 1952     GOOD             NGS
 KU1786  HISTORY     - 20000918 GOOD             PORANY
 KU1786
 KU1786                          STATION DESCRIPTION
 KU1786
 KU1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1786'AT NEW YORK.
 KU1786'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1786'IN NORTHEAST QUARTER OF DOCK AND 3RD STREETS, IN THE TOP OF
 KU1786'SOUTHWEST CORNER OF A GRANITE WALL AT DRY DOCK NO. 1, 5.8 FEET
 KU1786'EAST OF EAST RAIL OF A TRACK, ABOUT 2 FEET EAST OF EXTENDED WEST
 KU1786'CURB LINE OF 3RD STREET AND LEVEL WITH TRACK.
 KU1786
 KU1786                          STATION RECOVERY (2000)
 KU1786
 KU1786'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KU1786'MARK HAS SIX DIFFERENT ELEVATIONS AS DETERMINED BY SIX DIFFERENT
 KU1786'AGENCIES OPERATING ON SIX DIFFERENT DATUMS.  ACCESS RESTRICTED AREA
 KU1786'THROUGH GUARD BOOTH.  OLDEST DRY DOCK IN NEW YORK, MARK IS OLDEST
 KU1786'REMAININGG BENCHMARK IN CITY OF NEW YORK, CIRCA 1850.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0423 ***********************************************************************
 KV0423  DESIGNATION -  456 BOR
 KV0423  PID         -  KV0423
 KV0423  STATE/COUNTY-  NY/RICHMOND
 KV0423  USGS QUAD   -  JERSEY CITY (1981)
 KV0423
 KV0423                         *CURRENT SURVEY CONTROL
 KV0423  ___________________________________________________________________
 KV0423* NAD 83(1986)-  40 38 32.     (N)    074 04 35.     (W)     SCALED    
 KV0423* NAVD 88     -        22.349  (meters)      73.32   (feet)  ADJUSTED  
 KV0423  ___________________________________________________________________
 KV0423  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV0423  DYNAMIC HT  -          22.340 (meters)      73.29  (feet)  COMP
 KV0423  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 KV0423
 KV0423  VERT ORDER  -  FIRST     CLASS II
 KV0423
 KV0423.The horizontal coordinates were scaled from a topographic map and have
 KV0423.an estimated accuracy of +/- 6 seconds.
 KV0423
 KV0423.The orthometric height was determined by differential leveling
 KV0423.and adjusted by the National Geodetic Survey in June 1991..
 KV0423
 KV0423.The geoid height was determined by GEOID03.
 KV0423
 KV0423.The dynamic height is computed by dividing the NAVD 88
 KV0423.geopotential number by the normal gravity value computed on the
 KV0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0423.degrees latitude (g = 980.6199 gals.).
 KV0423
 KV0423.The modeled gravity was interpolated from observed gravity values.
 KV0423
 KV0423;                    North         East    Units  Estimated Accuracy
 KV0423;SPC NY L     -    52,810.      293,540.      MT  (+/- 180 meters Scaled)
 KV0423
 KV0423                          SUPERSEDED SURVEY CONTROL
 KV0423
 KV0423  NGVD 29 (04/16/92)   22.686  (m)           74.43   (f) ADJUSTED    1 2
 KV0423
 KV0423.Superseded values are not recommended for survey control.
 KV0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0423.See file dsdata.txt to determine how the superseded data were derived.
 KV0423
 KV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK780994(NAD 83)
 KV0423_MARKER: Q = CHISELED SQUARE
 KV0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0423_SP_SET: STEP
 KV0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0423
 KV0423  HISTORY     - Date     Condition        Report By
 KV0423  HISTORY     - 1952     MONUMENTED       NY-085
 KV0423  HISTORY     - 1952     GOOD             CGS
 KV0423
 KV0423                          STATION DESCRIPTION
 KV0423
 KV0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0423'AT STATEN ISLAND.
 KV0423'ON STATEN ISLAND, AT ST. GEORGE, AN OUTLINE SQUARE ON THE TOP
 KV0423'OF THE EAST END OF BOTTOM SOUTH STEP TO MAIN WEST ENTRANCE TO
 KV0423'RICHMOND BOROUGH HALL, LOCATED AT HYATT STREET AND RICHMOND
 KV0423'TERRACE AND ABOUT 0.6 FOOT ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0331 ***********************************************************************
 LY0331  DESIGNATION -  456.4
 LY0331  PID         -  LY0331
 LY0331  STATE/COUNTY-  NY/ORANGE
 LY0331  USGS QUAD   -  SLOATSBURG (1955)
 LY0331
 LY0331                         *CURRENT SURVEY CONTROL
 LY0331  ___________________________________________________________________
 LY0331* NAD 83(1986)-  41 12 33.     (N)    074 10 59.     (W)     SCALED    
 LY0331* NAVD 88     -       138.835  (meters)     455.49   (feet)  ADJUSTED  
 LY0331  ___________________________________________________________________
 LY0331  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LY0331  DYNAMIC HT  -         138.777 (meters)     455.30  (feet)  COMP
 LY0331  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 LY0331
 LY0331  VERT ORDER  -  SECOND    CLASS 0
 LY0331
 LY0331.The horizontal coordinates were scaled from a topographic map and have
 LY0331.an estimated accuracy of +/- 6 seconds.
 LY0331
 LY0331.The orthometric height was determined by differential leveling
 LY0331.and adjusted by the National Geodetic Survey in June 1991..
 LY0331
 LY0331.The geoid height was determined by GEOID03.
 LY0331
 LY0331.The dynamic height is computed by dividing the NAVD 88
 LY0331.geopotential number by the normal gravity value computed on the
 LY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0331.degrees latitude (g = 980.6199 gals.).
 LY0331
 LY0331.The modeled gravity was interpolated from observed gravity values.
 LY0331
 LY0331;                    North         East    Units  Estimated Accuracy
 LY0331;SPC NY E     -   263,820.      176,580.      MT  (+/- 180 meters Scaled)
 LY0331
 LY0331                          SUPERSEDED SURVEY CONTROL
 LY0331
 LY0331  NGVD 29 (??/??/92)  139.090  (m)          456.33   (f) ADJ UNCH    2 0
 LY0331
 LY0331.Superseded values are not recommended for survey control.
 LY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0331.See file dsdata.txt to determine how the superseded data were derived.
 LY0331
 LY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL684622(NAD 83)
 LY0331_MARKER: Q = CHISELED SQUARE
 LY0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0331_SP_SET: BRIDGE
 LY0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0331
 LY0331  HISTORY     - Date     Condition        Report By
 LY0331  HISTORY     - UNK      MONUMENTED       USGS
 LY0331  HISTORY     - 1933     GOOD             NGS
 LY0331  HISTORY     - 1942     GOOD             NGS
 LY0331
 LY0331                          STATION DESCRIPTION
 LY0331
 LY0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0331'1.4 MI S FROM INDIAN KILL.
 LY0331'1.4 MILES SOUTH ALONG THE ERIE RAILROAD FROM INDIAN KILL, ORANGE
 LY0331'COUNTY, ABOUT 1 MILE NORTH OF TUXEDO, AT BRIDGE NO. 38.18,
 LY0331'ON THE TOP OF THE WEST END OF THE SOUTH BACKWALL, 3 YARDS WEST
 LY0331'OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 LY0331'TRACK.  A CHISELED SQUARE.
 LY0331
 LY0331                          STATION RECOVERY (1942)
 LY0331
 LY0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0984 ***********************************************************************
 OF0984  DESIGNATION -  457
 OF0984  PID         -  OF0984
 OF0984  STATE/COUNTY-  NY/WAYNE
 OF0984  USGS QUAD   -  NEWARK (1976)
 OF0984
 OF0984                         *CURRENT SURVEY CONTROL
 OF0984  ___________________________________________________________________
 OF0984* NAD 83(1986)-  43 02 45.     (N)    077 05 34.     (W)     SCALED    
 OF0984* NAVD 88     -       139.225  (meters)     456.77   (feet)  ADJUSTED  
 OF0984  ___________________________________________________________________
 OF0984  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OF0984  DYNAMIC HT  -         139.188 (meters)     456.65  (feet)  COMP
 OF0984  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 OF0984
 OF0984  VERT ORDER  -  SECOND    CLASS 0
 OF0984
 OF0984.The horizontal coordinates were scaled from a topographic map and have
 OF0984.an estimated accuracy of +/- 6 seconds.
 OF0984
 OF0984.The orthometric height was determined by differential leveling
 OF0984.and adjusted by the National Geodetic Survey in June 1991..
 OF0984
 OF0984.The geoid height was determined by GEOID03.
 OF0984
 OF0984.The dynamic height is computed by dividing the NAVD 88
 OF0984.geopotential number by the normal gravity value computed on the
 OF0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0984.degrees latitude (g = 980.6199 gals.).
 OF0984
 OF0984.The modeled gravity was interpolated from observed gravity values.
 OF0984
 OF0984;                    North         East    Units  Estimated Accuracy
 OF0984;SPC NY C     -   338,390.      208,490.      MT  (+/- 180 meters Scaled)
 OF0984
 OF0984                          SUPERSEDED SURVEY CONTROL
 OF0984
 OF0984  NGVD 29 (??/??/92)  139.406  (m)          457.37   (f) ADJ UNCH    2 0
 OF0984
 OF0984.Superseded values are not recommended for survey control.
 OF0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0984.See file dsdata.txt to determine how the superseded data were derived.
 OF0984
 OF0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN295680(NAD 83)
 OF0984_MARKER: DD = SURVEY DISK
 OF0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0984_SP_SET: BUILDING
 OF0984_STAMPING: NEW YORK 457 FT
 OF0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0984
 OF0984  HISTORY     - Date     Condition        Report By
 OF0984  HISTORY     - 1935     MONUMENTED       USGS
 OF0984  HISTORY     - 1968     GOOD             LOCSUR
 OF0984  HISTORY     - 19861004 GOOD             USPSQD
 OF0984  HISTORY     - 19980503 GOOD             USPSQD
 OF0984
 OF0984                          STATION DESCRIPTION
 OF0984
 OF0984'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 OF0984'AT NEWARK.
 OF0984'IS LOCATED ON THE NORTHEAST CORNER OF FIRST BAPTIST CHURCH. IN
 OF0984'SOUTHWEST QUADRANT OF E. AVENUE AND E. MOLLER STREET INTERSECTION.
 OF0984'TABLET SET VERTICALLY IN NORTH WALL. 2 FT. ABOVE GROUND.
 OF0984
 OF0984                          STATION RECOVERY (1968)
 OF0984
 OF0984'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 OF0984'RECOVERED IN GOOD CONDITION.
 OF0984
 OF0984                          STATION RECOVERY (1986)
 OF0984
 OF0984'RECOVERY NOTE BY US POWER SQUADRON 1986 (MEG)
 OF0984'RECOVERED IN GOOD CONDITION.
 OF0984
 OF0984                          STATION RECOVERY (1998)
 OF0984
 OF0984'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0424 ***********************************************************************
 KV0424  DESIGNATION -  457 BOR
 KV0424  PID         -  KV0424
 KV0424  STATE/COUNTY-  NY/RICHMOND
 KV0424  USGS QUAD   -  JERSEY CITY (1981)
 KV0424
 KV0424                         *CURRENT SURVEY CONTROL
 KV0424  ___________________________________________________________________
 KV0424* NAD 83(1986)-  40 38 32.     (N)    074 04 35.     (W)     SCALED    
 KV0424* NAVD 88     -        22.356  (meters)      73.35   (feet)  ADJUSTED  
 KV0424  ___________________________________________________________________
 KV0424  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV0424  DYNAMIC HT  -          22.347 (meters)      73.32  (feet)  COMP
 KV0424  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 KV0424
 KV0424  VERT ORDER  -  FIRST     CLASS II
 KV0424
 KV0424.The horizontal coordinates were scaled from a topographic map and have
 KV0424.an estimated accuracy of +/- 6 seconds.
 KV0424
 KV0424.The orthometric height was determined by differential leveling
 KV0424.and adjusted by the National Geodetic Survey in June 1991..
 KV0424
 KV0424.The geoid height was determined by GEOID03.
 KV0424
 KV0424.The dynamic height is computed by dividing the NAVD 88
 KV0424.geopotential number by the normal gravity value computed on the
 KV0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0424.degrees latitude (g = 980.6199 gals.).
 KV0424
 KV0424.The modeled gravity was interpolated from observed gravity values.
 KV0424
 KV0424;                    North         East    Units  Estimated Accuracy
 KV0424;SPC NY L     -    52,810.      293,540.      MT  (+/- 180 meters Scaled)
 KV0424
 KV0424                          SUPERSEDED SURVEY CONTROL
 KV0424
 KV0424  NGVD 29 (04/16/92)   22.692  (m)           74.45   (f) ADJUSTED    1 2
 KV0424
 KV0424.Superseded values are not recommended for survey control.
 KV0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0424.See file dsdata.txt to determine how the superseded data were derived.
 KV0424
 KV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK780994(NAD 83)
 KV0424_MARKER: Q = CHISELED SQUARE
 KV0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0424_SP_SET: STEP
 KV0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0424
 KV0424  HISTORY     - Date     Condition        Report By
 KV0424  HISTORY     - 1952     MONUMENTED       NY-085
 KV0424  HISTORY     - 1952     GOOD             CGS
 KV0424
 KV0424                          STATION DESCRIPTION
 KV0424
 KV0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0424'AT STATEN ISLAND.
 KV0424'ON STATEN ISLAND, AT ST. GEORGE, AT THE JUNCTION OF HYATT STREET
 KV0424'AND RICHMOND TERRACE, AN OUTLINE SQUARE IN THE TOP OF THE EAST
 KV0424'END OF THE BOTTOM NORTH STONE STEP OF MAIN WEST ENTRANCE TO
 KV0424'RICHMOND BOROUGH HALL, AND ABOUT 1 1/2 FEET ABOVE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0836 ***********************************************************************
 OF0836  DESIGNATION -  457 OSW GO
 OF0836  PID         -  OF0836
 OF0836  STATE/COUNTY-  NY/WAYNE
 OF0836  USGS QUAD   -  SODUS (1978)
 OF0836
 OF0836                         *CURRENT SURVEY CONTROL
 OF0836  ___________________________________________________________________
 OF0836* NAD 83(1986)-  43 14 10.     (N)    077 03 58.     (W)     SCALED    
 OF0836* NAVD 88     -       139.466  (meters)     457.56   (feet)  ADJUSTED  
 OF0836  ___________________________________________________________________
 OF0836  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OF0836  DYNAMIC HT  -         139.436 (meters)     457.47  (feet)  COMP
 OF0836  MODELED GRAV-     980,400.4   (mgal)                       NAVD 88
 OF0836
 OF0836  VERT ORDER  -  FIRST     CLASS II
 OF0836
 OF0836.The horizontal coordinates were scaled from a topographic map and have
 OF0836.an estimated accuracy of +/- 6 seconds.
 OF0836
 OF0836.The orthometric height was determined by differential leveling
 OF0836.and adjusted by the National Geodetic Survey in June 1991..
 OF0836
 OF0836.The geoid height was determined by GEOID03.
 OF0836
 OF0836.The dynamic height is computed by dividing the NAVD 88
 OF0836.geopotential number by the normal gravity value computed on the
 OF0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0836.degrees latitude (g = 980.6199 gals.).
 OF0836
 OF0836.The modeled gravity was interpolated from observed gravity values.
 OF0836
 OF0836;                    North         East    Units  Estimated Accuracy
 OF0836;SPC NY C     -   359,510.      210,790.      MT  (+/- 180 meters Scaled)
 OF0836
 OF0836                          SUPERSEDED SURVEY CONTROL
 OF0836
 OF0836.No superseded survey control is available for this station.
 OF0836
 OF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN322891(NAD 83)
 OF0836_MARKER: DD = SURVEY DISK
 OF0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0836_SP_SET: CHURCH TOWER
 OF0836_STAMPING: 457 OSW GO
 OF0836_MARK LOGO: NONE  
 OF0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0836+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 OF0836
 OF0836  HISTORY     - Date     Condition        Report By
 OF0836  HISTORY     - UNK      MONUMENTED       USGS
 OF0836  HISTORY     - 1942     GOOD             NGS
 OF0836  HISTORY     - 1964     MARK NOT FOUND   NGS
 OF0836  HISTORY     - 1984     GOOD             USPSQD
 OF0836  HISTORY     - 19991114 GOOD             USPSQD
 OF0836  HISTORY     - 20001009 GOOD             LOCSUR
 OF0836  HISTORY     - 20020814 GOOD             NYDT
 OF0836
 OF0836                          STATION DESCRIPTION
 OF0836
 OF0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0836'AT SODUS.
 OF0836'457 OSW GO AT SODUS, WAYNE COUNTY, AT THE NORTHEAST CORNER OF THE
 OF0836'INTERSECTION OF MAIN STREET AND BELDEN AVENUE, AT THE THIRD
 OF0836'METHODIST CHURCH, IN THE SOUTH FACE OF THE TOWER AT THE SOUTHWEST
 OF0836'CORNER OF THE CHURCH, 4-1/2 FEET EAST OF THE DOOR JAMB, AND ABOUT
 OF0836'2-1/2 FEET ABOVE THE GROUND. A UNITED STATES GEOLOGICAL SURVEY
 OF0836'STANDARD DISK, STAMPED 457 OSW GO AND SET VERTICALLY.
 OF0836
 OF0836                          STATION RECOVERY (1964)
 OF0836
 OF0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OF0836'MARK NOT FOUND.
 OF0836
 OF0836                          STATION RECOVERY (1984)
 OF0836
 OF0836'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0836'RECOVERED IN GOOD CONDITION.
 OF0836
 OF0836                          STATION RECOVERY (1999)
 OF0836
 OF0836'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0836'RECOVERED IN GOOD CONDITION.
 OF0836
 OF0836                          STATION RECOVERY (2000)
 OF0836
 OF0836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (RJB)
 OF0836'RECOVERED IN GOOD CONDITION.
 OF0836
 OF0836                          STATION RECOVERY (2002)
 OF0836
 OF0836'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (RC)
 OF0836'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2573 ***********************************************************************
 OF2573  DESIGNATION -  458 1 NYGS 1969
 OF2573  PID         -  OF2573
 OF2573  STATE/COUNTY-  NY/MONROE
 OF2573  USGS QUAD   -  HILTON (1976)
 OF2573
 OF2573                         *CURRENT SURVEY CONTROL
 OF2573  ___________________________________________________________________
 OF2573* NAD 83(1996)-  43 19 41.96818(N)    077 48 53.02024(W)     ADJUSTED  
 OF2573* NAVD 88     -        80.61   (+/-2cm)     264.5    (feet)  VERTCON   
 OF2573  ___________________________________________________________________
 OF2573  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 OF2573  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF2573
 OF2573  HORZ ORDER  -  SECOND
 OF2573  VERT ORDER  -  THIRD ? (See Below)
 OF2573
 OF2573.The horizontal coordinates were established by classical geodetic methods
 OF2573.and adjusted by the National Geodetic Survey in January 1999..
 OF2573
 OF2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2573.The vertical order pertains to the NGVD 29 superseded value.
 OF2573
 OF2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2573
 OF2573.The geoid height was determined by GEOID03.
 OF2573
 OF2573;                    North         East     Units Scale Factor Converg.
 OF2573;SPC NY W     -   369,930.165   412,334.321   MT  0.99998528   +0 31 38.7
 OF2573;SPC NY W     - 1,213,679.22  1,352,800.18   sFT  0.99998528   +0 31 38.7
 OF2573;UTM  18      - 4,801,123.632   271,796.015   MT  1.00024065   -1 55 56.0
 OF2573
 OF2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2573!SPC NY W     -   0.99999297  x   0.99998528  =   0.99997825
 OF2573!UTM  18      -   0.99999297  x   1.00024065  =   1.00023362
 OF2573
 OF2573:                Primary Azimuth Mark                     Grid Az
 OF2573:SPC NY W     -  458 MCGS 1969                            016 44 55.3
 OF2573:UTM  18      -  458 MCGS 1969                            019 12 30.0
 OF2573
 OF2573|---------------------------------------------------------------------|
 OF2573| PID    Reference Object                     Distance      Geod. Az  |
 OF2573|                                                           dddmmss.s |
 OF2573| OF2568 458 MCGS 1969                       APPROX. 1.3 KM 0171634.0 |
 OF2573|---------------------------------------------------------------------|
 OF2573
 OF2573                          SUPERSEDED SURVEY CONTROL
 OF2573
 OF2573  NAD 83(1986)-  43 19 41.97494(N)    077 48 53.01912(W) AD(       ) 2
 OF2573  NAD 27      -  43 19 41.75902(N)    077 48 53.98317(W) AD(       ) 2
 OF2573  NGVD 29 (07/19/86)   80.80   (m)          265.1    (f) LEVELING    3  
 OF2573
 OF2573.Superseded values are not recommended for survey control.
 OF2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2573.See file dsdata.txt to determine how the superseded data were derived.
 OF2573
 OF2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP7179601124(NAD 83)
 OF2573_MARKER: DD = SURVEY DISK
 OF2573_SETTING: 0 = UNSPECIFIED SETTING
 OF2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2573
 OF2573  HISTORY     - Date     Condition        Report By
 OF2573  HISTORY     - 1939     MONUMENTED       NYGS
 OF2573  HISTORY     - 1969     GOOD             CGS
 OF2573
 OF2573                          STATION DESCRIPTION
 OF2573
 OF2573'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2573'IN HAMLIN, 0.2 MILE SOUTH OF HUFFER ROAD, 22.5 FEET WEST OF
 OF2573'CENTER LINE OF HAMLIN-PARMA (TOWN LINE) ROAD, 112.8 FEET NORTH
 OF2573'OF TELEPHONE POLE, 56 FEET WEST OF TELEPHONE POLE, 47.4 FEET WEST
 OF2573'OF 12-INCH CHERRY TREE, 46.9 FEET WEST OF EAST RIGHT-OF-WAY
 OF2573'FENCE, 45.8 FEET NORTHEAST OF 9-INCH CHERRY TREE, AND 3.1 FEET
 OF2573'NORTH OF U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND
 OF2573'STATE SURVEY STANDARD DISK IN CONCRETE AND 0.5 FOOT BELOW
 OF2573'GROUND.
 OF2573
 OF2573                          STATION RECOVERY (1969)
 OF2573
 OF2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2573'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2573'
 OF2573'IN PARMA ALONG TOWN LINE ROAD.
 OF2573'
 OF2573'0.8 MILE SOUTH OF ONTARIO PARKWAY.
 OF2573'
 OF2573'0.85 MILE SOUTH OF STATION WAUTOMA 1969.
 OF2573'
 OF2573'31.6 FEET WEST OF CENTERLINE.
 OF2573'
 OF2573'80.9 FEET WEST OF FLAG POLE.
 OF2573'
 OF2573'53.7 FEET WEST OF POLE OT-89.
 OF2573'
 OF2573'26.8 FEET NORTH OF THE NORTH RANGELINE OF HOUSE 204.
 OF2573'
 OF2573'35.1 FEET NORTH OF POLE RTC-14, RGE-24.
 OF2573'
 OF2573'3.1 FEET NORTH OF U.S. MARKER
 OF2573'
 OF2573'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2573'STANDARD DISK IN CONCRETE 0.5 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2619 ***********************************************************************
 OF2619  DESIGNATION -  458 4
 OF2619  PID         -  OF2619
 OF2619  STATE/COUNTY-  NY/MONROE
 OF2619  USGS QUAD   -  HILTON (1976)
 OF2619
 OF2619                         *CURRENT SURVEY CONTROL
 OF2619  ___________________________________________________________________
 OF2619* NAD 83(1996)-  43 18 32.72942(N)    077 49 22.24422(W)     ADJUSTED  
 OF2619* NAVD 88     -        86.21   (+/-2cm)     282.8    (feet)  VERTCON   
 OF2619  ___________________________________________________________________
 OF2619  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OF2619  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2619
 OF2619  HORZ ORDER  -  SECOND
 OF2619  VERT ORDER  -  THIRD ? (See Below)
 OF2619
 OF2619.The horizontal coordinates were established by classical geodetic methods
 OF2619.and adjusted by the National Geodetic Survey in January 1999..
 OF2619
 OF2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2619.The vertical order pertains to the NGVD 29 superseded value.
 OF2619
 OF2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2619
 OF2619.The geoid height was determined by GEOID03.
 OF2619
 OF2619;                    North         East     Units Scale Factor Converg.
 OF2619;SPC NY W     -   367,787.494   411,695.420   MT  0.99998431   +0 31 18.0
 OF2619;SPC NY W     - 1,206,649.47  1,350,704.06   sFT  0.99998431   +0 31 18.0
 OF2619;UTM  18      - 4,799,009.803   271,065.576   MT  1.00024476   -1 56 13.6
 OF2619
 OF2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2619!SPC NY W     -   0.99999209  x   0.99998431  =   0.99997640
 OF2619!UTM  18      -   0.99999209  x   1.00024476  =   1.00023685
 OF2619
 OF2619:                Primary Azimuth Mark                     Grid Az
 OF2619:SPC NY W     -  1500                                     290 02 16.3
 OF2619:UTM  18      -  1500                                     292 29 47.9
 OF2619
 OF2619|---------------------------------------------------------------------|
 OF2619| PID    Reference Object                     Distance      Geod. Az  |
 OF2619|                                                           dddmmss.s |
 OF2619| OF2624 1500                                APPROX. 0.7 KM 2903334.3 |
 OF2619|---------------------------------------------------------------------|
 OF2619
 OF2619                          SUPERSEDED SURVEY CONTROL
 OF2619
 OF2619  NAD 83(1986)-  43 18 32.73618(N)    077 49 22.24322(W) AD(       ) 2
 OF2619  NAD 27      -  43 18 32.52013(N)    077 49 23.20572(W) AD(       ) 2
 OF2619  NGVD 29 (07/19/86)   86.40   (m)          283.5    (f) LEVELING    3  
 OF2619
 OF2619.Superseded values are not recommended for survey control.
 OF2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2619.See file dsdata.txt to determine how the superseded data were derived.
 OF2619
 OF2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7106699010(NAD 83)
 OF2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2619
 OF2619  HISTORY     - Date     Condition        Report By
 OF2619  HISTORY     - UNK      MONUMENTED
 OF2619  HISTORY     - 1974     GOOD             NY-055
 OF2619
 OF2619                          STATION DESCRIPTION
 OF2619
 OF2619'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2619'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2619'IN PARMA IN SE CORNER AT INTERSECTION OF BRICK SCHOOLHOUSE RD AND
 OF2619'HAMLIN PARMA TOWN LINE RD, 19.0 FT E OF CL OF HAMLIN PARMA TOWN LINE
 OF2619'RD, 50.0 FT S OF CL OF BRICK SCHOOLHOUSE RD, 15.4 FT SW OF UTILITY
 OF2619'POLE RGE 67B OTC 49, AND 4.2 FT W OF MONROE COUNTY WITNESS POST.
 OF2619'STATION IS A STANDARD NYSS DISK STAMPED---458-4---IN CONCRETE POST 0.2
 OF2619'FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2612 ***********************************************************************
 OF2612  DESIGNATION -  458 5
 OF2612  PID         -  OF2612
 OF2612  STATE/COUNTY-  NY/MONROE
 OF2612  USGS QUAD   -  HILTON (1976)
 OF2612
 OF2612                         *CURRENT SURVEY CONTROL
 OF2612  ___________________________________________________________________
 OF2612* NAD 83(1996)-  43 18 09.22885(N)    077 49 33.06438(W)     ADJUSTED  
 OF2612* NAVD 88     -        83.71   (+/-2cm)     274.6    (feet)  VERTCON   
 OF2612  ___________________________________________________________________
 OF2612  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF2612  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2612
 OF2612  HORZ ORDER  -  SECOND
 OF2612  VERT ORDER  -  THIRD ? (See Below)
 OF2612
 OF2612.The horizontal coordinates were established by classical geodetic methods
 OF2612.and adjusted by the National Geodetic Survey in January 1999..
 OF2612
 OF2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2612.The vertical order pertains to the NGVD 29 superseded value.
 OF2612
 OF2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2612
 OF2612.The geoid height was determined by GEOID03.
 OF2612
 OF2612;                    North         East     Units Scale Factor Converg.
 OF2612;SPC NY W     -   367,060.074   411,458.163   MT  0.99998395   +0 31 10.3
 OF2612;SPC NY W     - 1,204,262.93  1,349,925.66   sFT  0.99998395   +0 31 10.3
 OF2612;UTM  18      - 4,798,293.044   270,797.262   MT  1.00024627   -1 56 20.2
 OF2612
 OF2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2612!SPC NY W     -   0.99999248  x   0.99998395  =   0.99997643
 OF2612!UTM  18      -   0.99999248  x   1.00024627  =   1.00023874
 OF2612
 OF2612:                Primary Azimuth Mark                     Grid Az
 OF2612:SPC NY W     -  458 4                                    018 03 52.0
 OF2612:UTM  18      -  458 4                                    020 31 22.5
 OF2612
 OF2612|---------------------------------------------------------------------|
 OF2612| PID    Reference Object                     Distance      Geod. Az  |
 OF2612|                                                           dddmmss.s |
 OF2612| OF2619 458 4                               APPROX. 0.8 KM 0183502.3 |
 OF2612| OF2608 TP 9043 SECOND                       96.039 METERS 19530     |
 OF2612|---------------------------------------------------------------------|
 OF2612
 OF2612                          SUPERSEDED SURVEY CONTROL
 OF2612
 OF2612  NAD 83(1986)-  43 18 09.23564(N)    077 49 33.06339(W) AD(       ) 2
 OF2612  NAD 27      -  43 18 09.01945(N)    077 49 34.02621(W) AD(       ) 2
 OF2612  NGVD 29 (07/19/86)   83.90   (m)          275.3    (f) LEVELING    3  
 OF2612
 OF2612.Superseded values are not recommended for survey control.
 OF2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2612.See file dsdata.txt to determine how the superseded data were derived.
 OF2612
 OF2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7079798293(NAD 83)
 OF2612_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2612
 OF2612  HISTORY     - Date     Condition        Report By
 OF2612  HISTORY     - UNK      MONUMENTED
 OF2612  HISTORY     - 1974     GOOD             NY-055
 OF2612
 OF2612                          STATION DESCRIPTION
 OF2612
 OF2612'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2612'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2612'IN HAMLIN ON W SIDE OF HAMLIN PARMA TOWN LINE RD, 0.35 MI N OF WALKER
 OF2612'RD, 0.5 MI S OF CURTIS RD, 21.5 FT W OF CL OF HAMLIN PARMA TOWN LINE
 OF2612'RD, 85.7 FT SW OF UTILITY POLE RGE 80 OTC 36 ACROSS STREET, AND 2.9 FT
 OF2612'E OF US MARKER.  STATION IS A STANDARD NYSS DISK STAMPED---458-5---IN
 OF2612'CONCRETE POST 1.0 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2605 ***********************************************************************
 OF2605  DESIGNATION -  458 6 R
 OF2605  PID         -  OF2605
 OF2605  STATE/COUNTY-  NY/MONROE
 OF2605  USGS QUAD   -  HILTON (1976)
 OF2605
 OF2605                         *CURRENT SURVEY CONTROL
 OF2605  ___________________________________________________________________
 OF2605* NAD 83(1996)-  43 17 48.37463(N)    077 49 41.63995(W)     ADJUSTED  
 OF2605* NAVD 88     -        90.00   (+/-2cm)     295.3    (feet)  VERTCON   
 OF2605  ___________________________________________________________________
 OF2605  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OF2605  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2605
 OF2605  HORZ ORDER  -  SECOND
 OF2605  VERT ORDER  -  THIRD ? (See Below)
 OF2605
 OF2605.The horizontal coordinates were established by classical geodetic methods
 OF2605.and adjusted by the National Geodetic Survey in January 1999..
 OF2605
 OF2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2605.The vertical order pertains to the NGVD 29 superseded value.
 OF2605
 OF2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2605
 OF2605.The geoid height was determined by GEOID03.
 OF2605
 OF2605;                    North         East     Units Scale Factor Converg.
 OF2605;SPC NY W     -   366,414.785   411,270.708   MT  0.99998366   +0 31 04.2
 OF2605;SPC NY W     - 1,202,145.84  1,349,310.65   sFT  0.99998366   +0 31 04.2
 OF2605;UTM  18      - 4,797,656.222   270,582.244   MT  1.00024749   -1 56 25.4
 OF2605
 OF2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2605!SPC NY W     -   0.99999149  x   0.99998366  =   0.99997515
 OF2605!UTM  18      -   0.99999149  x   1.00024749  =   1.00023898
 OF2605
 OF2605:                Primary Azimuth Mark                     Grid Az
 OF2605:SPC NY W     -  458 5                                    016 11 54.7
 OF2605:UTM  18      -  458 5                                    018 39 24.3
 OF2605
 OF2605|---------------------------------------------------------------------|
 OF2605| PID    Reference Object                     Distance      Geod. Az  |
 OF2605|                                                           dddmmss.s |
 OF2605| OF2612 458 5                               APPROX. 0.7 KM 0164258.9 |
 OF2605| OF2608 TP 9043 SECOND                      APPROX. 0.6 KM 0165505.8 |
 OF2605|---------------------------------------------------------------------|
 OF2605
 OF2605                          SUPERSEDED SURVEY CONTROL
 OF2605
 OF2605  NAD 83(1986)-  43 17 48.38138(N)    077 49 41.63899(W) AD(       ) 2
 OF2605  NAD 27      -  43 17 48.16488(N)    077 49 42.60218(W) AD(       ) 2
 OF2605  NGVD 29 (07/19/86)   90.19   (m)          295.9    (f) LEVELING    3  
 OF2605
 OF2605.Superseded values are not recommended for survey control.
 OF2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2605.See file dsdata.txt to determine how the superseded data were derived.
 OF2605
 OF2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7058297656(NAD 83)
 OF2605_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2605
 OF2605  HISTORY     - Date     Condition        Report By
 OF2605  HISTORY     - UNK      MONUMENTED
 OF2605  HISTORY     - 1974     GOOD             NY-055
 OF2605
 OF2605                          STATION DESCRIPTION
 OF2605
 OF2605'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2605'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2605'IN PARMA ON E SIDE OF HAMLIN PARMA TOWN LINE RD, 0.7 MI N OF WEST AVE
 OF2605'0.15 MI S OF WALKER RD, 19.7 FT E OF CL OF HAMLIN PARMA TOWN LINE RD,
 OF2605'9.1 FT E OF EDGE OF PAVEMENT, 10.2 FT SW OF UTILITY POLE RGE 92, AND
 OF2605'1.0 FT W OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYSS
 OF2605'DISK STAMPED---458-6R---IN CONCRETE POST 1.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1435 ***********************************************************************
 KU1435  DESIGNATION -  458 BOM
 KU1435  PID         -  KU1435
 KU1435  STATE/COUNTY-  NY/NEW YORK
 KU1435  USGS QUAD   -  CENTRAL PARK (1979)
 KU1435
 KU1435                         *CURRENT SURVEY CONTROL
 KU1435  ___________________________________________________________________
 KU1435* NAD 83(1986)-  40 47 19.     (N)    073 58 39.     (W)     SCALED    
 KU1435* NAVD 88     -        20.945  (meters)      68.72   (feet)  ADJUSTED  
 KU1435  ___________________________________________________________________
 KU1435  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU1435  DYNAMIC HT  -          20.937 (meters)      68.69  (feet)  COMP
 KU1435  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 KU1435
 KU1435  VERT ORDER  -  FIRST     CLASS II
 KU1435
 KU1435.The horizontal coordinates were scaled from a topographic map and have
 KU1435.an estimated accuracy of +/- 6 seconds.
 KU1435
 KU1435.The orthometric height was determined by differential leveling
 KU1435.and adjusted by the National Geodetic Survey in June 1991..
 KU1435
 KU1435.The geoid height was determined by GEOID03.
 KU1435
 KU1435.The dynamic height is computed by dividing the NAVD 88
 KU1435.geopotential number by the normal gravity value computed on the
 KU1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1435.degrees latitude (g = 980.6199 gals.).
 KU1435
 KU1435.The modeled gravity was interpolated from observed gravity values.
 KU1435
 KU1435;                    North         East    Units  Estimated Accuracy
 KU1435;SPC NY E     -   217,210.      194,100.      MT  (+/- 180 meters Scaled)
 KU1435
 KU1435                          SUPERSEDED SURVEY CONTROL
 KU1435
 KU1435  NGVD 29 (??/??/92)   21.273  (m)           69.79   (f) ADJ UNCH    1 2
 KU1435
 KU1435.Superseded values are not recommended for survey control.
 KU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1435.See file dsdata.txt to determine how the superseded data were derived.
 KU1435
 KU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL862157(NAD 83)
 KU1435_MARKER: Q = CHISELED SQUARE
 KU1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1435_SP_SET: STEP
 KU1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1435+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 KU1435
 KU1435  HISTORY     - Date     Condition        Report By
 KU1435  HISTORY     - UNK      MONUMENTED       NY4170
 KU1435  HISTORY     - 1952     GOOD             NGS
 KU1435  HISTORY     - 20050326 GOOD             GEOCAC
 KU1435  HISTORY     - 20060821 GOOD             USPSQD
 KU1435
 KU1435                          STATION DESCRIPTION
 KU1435
 KU1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1435'IN NEW YORK.
 KU1435'IN NEW YORK, IN BOROUGH OF MANHATTAN, AT THE INTERSECTION OF WEST
 KU1435'86TH STREET AND WEST END AVENUE, 35 1/2 FEET NORTHEAST OF NORTHEAST
 KU1435'CURB OF WEST 86TH STREET, 19 FEET SOUTHEAST OF SOUTHEAST CURB OF
 KU1435'WEST END AVENUE, A 1 1/4-INCH OUTLINED SQUARE IN THE TOP OF THE
 KU1435'SOUTHEAST END OF BOTTOM MARBLE STEP TO NORTHWEST ENTRANCE TO
 KU1435'ST. PAULS AND ST. ANDREWS METHODIST CHURCH, 0.3 FOOT NORTHWEST OF
 KU1435'NORTHWEST WALL OF CHURCH AND ABOUT 0.4 FOOT ABOVE SIDE WALK.
 KU1435
 KU1435                          STATION RECOVERY (2005)
 KU1435
 KU1435'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1435'RECOVERED IN GOOD CONDITION.
 KU1435
 KU1435                          STATION RECOVERY (2006)
 KU1435
 KU1435'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 KU1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2568 ***********************************************************************
 OF2568  DESIGNATION -  458 MCGS 1969
 OF2568  PID         -  OF2568
 OF2568  STATE/COUNTY-  NY/MONROE
 OF2568  USGS QUAD   -  HILTON (1976)
 OF2568
 OF2568                         *CURRENT SURVEY CONTROL
 OF2568  ___________________________________________________________________
 OF2568* NAD 83(1996)-  43 20 23.53232(N)    077 48 35.30945(W)     ADJUSTED  
 OF2568* NAVD 88     -        76.7    (meters)     252.     (feet)  VERTCON   
 OF2568  ___________________________________________________________________
 OF2568  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 OF2568  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF2568
 OF2568  HORZ ORDER  -  SECOND
 OF2568
 OF2568.The horizontal coordinates were established by classical geodetic methods
 OF2568.and adjusted by the National Geodetic Survey in January 1999..
 OF2568
 OF2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2568
 OF2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2568
 OF2568.The geoid height was determined by GEOID03.
 OF2568
 OF2568;                    North         East     Units Scale Factor Converg.
 OF2568;SPC NY W     -   371,216.483   412,721.426   MT  0.99998587   +0 31 51.3
 OF2568;SPC NY W     - 1,217,899.41  1,354,070.21   sFT  0.99998587   +0 31 51.3
 OF2568;UTM  18      - 4,802,392.472   272,238.084   MT  1.00023817   -1 55 45.4
 OF2568
 OF2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2568!SPC NY W     -   0.99999359  x   0.99998587  =   0.99997946
 OF2568!UTM  18      -   0.99999359  x   1.00023817  =   1.00023176
 OF2568
 OF2568:                Primary Azimuth Mark                     Grid Az
 OF2568:SPC NY W     -  458 1 NYGS 1969                          196 44 54.9
 OF2568:UTM  18      -  458 1 NYGS 1969                          199 12 31.6
 OF2568
 OF2568|---------------------------------------------------------------------|
 OF2568| PID    Reference Object                     Distance      Geod. Az  |
 OF2568|                                                           dddmmss.s |
 OF2568| OF2573 458 1 NYGS 1969                     APPROX. 1.3 KM 1971646.2 |
 OF2568| OF2570 WAUTOMA                             115.635 METERS 29527     |
 OF2568|---------------------------------------------------------------------|
 OF2568
 OF2568                          SUPERSEDED SURVEY CONTROL
 OF2568
 OF2568  NAD 83(1986)-  43 20 23.53902(N)    077 48 35.30803(W) AD(       ) 2
 OF2568  NAD 27      -  43 20 23.32289(N)    077 48 36.27229(W) AD(       ) 2
 OF2568  NGVD 29 (07/19/86)   76.9    (m)          252.     (f) VERT ANG       
 OF2568
 OF2568.Superseded values are not recommended for survey control.
 OF2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2568.See file dsdata.txt to determine how the superseded data were derived.
 OF2568
 OF2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP7223802392(NAD 83)
 OF2568_MARKER: DD = SURVEY DISK
 OF2568_SETTING: 0 = UNSPECIFIED SETTING
 OF2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2568
 OF2568  HISTORY     - Date     Condition        Report By
 OF2568  HISTORY     - 1969     MONUMENTED       NY-055
 OF2568  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2568
 OF2568                          STATION DESCRIPTION
 OF2568
 OF2568'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2568'IN PARMA AT TOWN LINE ROAD LAND ONTARIO PARKWAY, NORTHERLY ONE
 OF2568'OF THREE ISLANDS.
 OF2568'
 OF2568'379 FEET EAST SOUTHEAST OF STATION WAUTOMA, 1969.
 OF2568'
 OF2568'4.0 FEET EAST OF CENTERLINE OF TOWN LINE ROAD.
 OF2568'
 OF2568'46.2 FEET NORTH OF CENTERLINE OF WEST BOUND LANES OF PARKWAY
 OF2568'
 OF2568'1.3 FEET SOUTHWEST OF CURB.
 OF2568'
 OF2568'7.5 FEET SOUTHEAST OF (KEEP RIGHT) SIGN.
 OF2568'
 OF2568'STATION IS A MONROE COUNTY GEOMETRIC SURVEY STANDARD BRONZE DISK
 OF2568'STAMPED 458 IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OF2568
 OF2568                          STATION RECOVERY (1994)
 OF2568
 OF2568'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0619 ***********************************************************************
 MZ0619  DESIGNATION -  4.584
 MZ0619  PID         -  MZ0619
 MZ0619  STATE/COUNTY-  NY/COLUMBIA
 MZ0619  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0619
 MZ0619                         *CURRENT SURVEY CONTROL
 MZ0619  ___________________________________________________________________
 MZ0619* NAD 83(1986)-  42 13 52.     (N)    073 49 57.     (W)     SCALED    
 MZ0619* NAVD 88     -         2.256  (meters)       7.40   (feet)  ADJUSTED  
 MZ0619  ___________________________________________________________________
 MZ0619  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ0619  DYNAMIC HT  -           2.255 (meters)       7.40  (feet)  COMP
 MZ0619  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 MZ0619
 MZ0619  VERT ORDER  -  FIRST     CLASS II
 MZ0619
 MZ0619.The horizontal coordinates were scaled from a topographic map and have
 MZ0619.an estimated accuracy of +/- 6 seconds.
 MZ0619
 MZ0619.The orthometric height was determined by differential leveling
 MZ0619.and adjusted by the National Geodetic Survey in June 1991..
 MZ0619
 MZ0619.The geoid height was determined by GEOID03.
 MZ0619
 MZ0619.The dynamic height is computed by dividing the NAVD 88
 MZ0619.geopotential number by the normal gravity value computed on the
 MZ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0619.degrees latitude (g = 980.6199 gals.).
 MZ0619
 MZ0619.The modeled gravity was interpolated from observed gravity values.
 MZ0619
 MZ0619;                    North         East    Units  Estimated Accuracy
 MZ0619;SPC NY E     -   377,480.      205,100.      MT  (+/- 180 meters Scaled)
 MZ0619
 MZ0619                          SUPERSEDED SURVEY CONTROL
 MZ0619
 MZ0619  NGVD 29 (??/??/92)    2.492  (m)            8.18   (f) ADJ UNCH    1 2
 MZ0619
 MZ0619.Superseded values are not recommended for survey control.
 MZ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0619.See file dsdata.txt to determine how the superseded data were derived.
 MZ0619
 MZ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM963760(NAD 83)
 MZ0619_MARKER: Q = CHISELED SQUARE
 MZ0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0619_SP_SET: BASE ON MILEPOST
 MZ0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0619
 MZ0619  HISTORY     - Date     Condition        Report By
 MZ0619  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0619  HISTORY     - 1955     GOOD             NGS
 MZ0619  HISTORY     - 1969     GOOD             LDA
 MZ0619
 MZ0619                          STATION DESCRIPTION
 MZ0619
 MZ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0619'2.5 MI S FROM HUDSON.
 MZ0619'ABOUT 2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0619'STATION AT HUDSON, ABOUT 0.75 MILE NORTH OF RIP VAN WINKLE HIGHWAY
 MZ0619'BRIDGE OVER HUDSON RIVER AND TRACKS, A 1-INCH OUTLINED SQUARE ON THE
 MZ0619'TOP OF BASE ON EAST SIDE OF MILE POST NY 112, 8 1/2 FEET WEST OF WEST
 MZ0619'RAIL OF WEST TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 MZ0619
 MZ0619                          STATION RECOVERY (1969)
 MZ0619
 MZ0619'RECOVERY NOTE BY L DICKERSON ASSOC 1969
 MZ0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0943 ***********************************************************************
 OF0943  DESIGNATION -  462 OSWEGO
 OF0943  PID         -  OF0943
 OF0943  STATE/COUNTY-  NY/WAYNE
 OF0943  USGS QUAD   -  WILLIAMSON (1978)
 OF0943
 OF0943                         *CURRENT SURVEY CONTROL
 OF0943  ___________________________________________________________________
 OF0943* NAD 83(1986)-  43 08 38.     (N)    077 11 19.     (W)     SCALED    
 OF0943* NAVD 88     -       140.844  (meters)     462.09   (feet)  ADJUSTED  
 OF0943  ___________________________________________________________________
 OF0943  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OF0943  DYNAMIC HT  -         140.809 (meters)     461.97  (feet)  COMP
 OF0943  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 OF0943
 OF0943  VERT ORDER  -  SECOND    CLASS 0
 OF0943
 OF0943.The horizontal coordinates were scaled from a topographic map and have
 OF0943.an estimated accuracy of +/- 6 seconds.
 OF0943
 OF0943.The orthometric height was determined by differential leveling
 OF0943.and adjusted by the National Geodetic Survey in June 1991..
 OF0943
 OF0943.The geoid height was determined by GEOID03.
 OF0943
 OF0943.The dynamic height is computed by dividing the NAVD 88
 OF0943.geopotential number by the normal gravity value computed on the
 OF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0943.degrees latitude (g = 980.6199 gals.).
 OF0943
 OF0943.The modeled gravity was interpolated from observed gravity values.
 OF0943
 OF0943;                    North         East    Units  Estimated Accuracy
 OF0943;SPC NY C     -   349,330.      200,760.      MT  (+/- 180 meters Scaled)
 OF0943
 OF0943                          SUPERSEDED SURVEY CONTROL
 OF0943
 OF0943  NGVD 29 (??/??/92)  141.032  (m)          462.70   (f) ADJ UNCH    2 0
 OF0943
 OF0943.Superseded values are not recommended for survey control.
 OF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0943.See file dsdata.txt to determine how the superseded data were derived.
 OF0943
 OF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN220791(NAD 83)
 OF0943_MARKER: DD = SURVEY DISK
 OF0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0943_SP_SET: BUILDING FOUNDATION
 OF0943_STAMPING: 462 OSWEGO
 OF0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0943+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 OF0943
 OF0943  HISTORY     - Date     Condition        Report By
 OF0943  HISTORY     - UNK      MONUMENTED       USGS
 OF0943  HISTORY     - 1942     GOOD             NGS
 OF0943  HISTORY     - 19870411 GOOD             USPSQD
 OF0943  HISTORY     - 20050611 GOOD             USPSQD
 OF0943
 OF0943                          STATION DESCRIPTION
 OF0943
 OF0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0943'AT MARION.
 OF0943'BENCH MARK IS SET VERITCALLY IN THE SOUTH EAST CORNER OF THE STONE
 OF0943'FOUNDATION OF THE SCHOOL BUILDING, 1.2 FEET NORTH OF THE CORNER, AND
 OF0943'2 FEET ABOVE THE GROUND.
 OF0943
 OF0943                          STATION RECOVERY (1987)
 OF0943
 OF0943'RECOVERY NOTE BY US POWER SQUADRON 1987 (AD)
 OF0943'RECOVERED IN GOOD CONDITION.
 OF0943
 OF0943                          STATION RECOVERY (2005)
 OF0943
 OF0943'RECOVERY NOTE BY US POWER SQUADRON 2005
 OF0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0330 ***********************************************************************
 LY0330  DESIGNATION -  463.6
 LY0330  PID         -  LY0330
 LY0330  STATE/COUNTY-  NY/ORANGE
 LY0330  USGS QUAD   -  SLOATSBURG (1955)
 LY0330
 LY0330                         *CURRENT SURVEY CONTROL
 LY0330  ___________________________________________________________________
 LY0330* NAD 83(1986)-  41 13 37.     (N)    074 11 08.     (W)     SCALED    
 LY0330* NAVD 88     -       140.987  (meters)     462.55   (feet)  ADJUSTED  
 LY0330  ___________________________________________________________________
 LY0330  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LY0330  DYNAMIC HT  -         140.928 (meters)     462.36  (feet)  COMP
 LY0330  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 LY0330
 LY0330  VERT ORDER  -  SECOND    CLASS 0
 LY0330
 LY0330.The horizontal coordinates were scaled from a topographic map and have
 LY0330.an estimated accuracy of +/- 6 seconds.
 LY0330
 LY0330.The orthometric height was determined by differential leveling
 LY0330.and adjusted by the National Geodetic Survey in June 1991..
 LY0330
 LY0330.The geoid height was determined by GEOID03.
 LY0330
 LY0330.The dynamic height is computed by dividing the NAVD 88
 LY0330.geopotential number by the normal gravity value computed on the
 LY0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0330.degrees latitude (g = 980.6199 gals.).
 LY0330
 LY0330.The modeled gravity was interpolated from observed gravity values.
 LY0330
 LY0330;                    North         East    Units  Estimated Accuracy
 LY0330;SPC NY E     -   265,800.      176,360.      MT  (+/- 180 meters Scaled)
 LY0330
 LY0330                          SUPERSEDED SURVEY CONTROL
 LY0330
 LY0330  NGVD 29 (??/??/92)  141.238  (m)          463.38   (f) ADJ UNCH    2 0
 LY0330
 LY0330.Superseded values are not recommended for survey control.
 LY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0330.See file dsdata.txt to determine how the superseded data were derived.
 LY0330
 LY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL682642(NAD 83)
 LY0330_MARKER: Q = CHISELED SQUARE
 LY0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0330_SP_SET: BRIDGE SEAT
 LY0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0330
 LY0330  HISTORY     - Date     Condition        Report By
 LY0330  HISTORY     - UNK      MONUMENTED       USGS
 LY0330  HISTORY     - 1933     GOOD             NGS
 LY0330  HISTORY     - 1942     GOOD             NGS
 LY0330
 LY0330                          STATION DESCRIPTION
 LY0330
 LY0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0330'AT INDIAN KILL.
 LY0330'IN INDIAN KILL, ORANGE COUNTY, ON THE ERIE RAILROAD, 800 FEET
 LY0330'SOUTH OF AN OVERHEAD BRIDGE, AT BRIDGE NO. 39.55, ON THE SOUTH
 LY0330'EDGE OF THE BRIDGE SEAT, ON THE NORTHWEST CORNER OF THE GROUT,
 LY0330'1.5 YARDS WEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK, AND
 LY0330'ABOUT 5 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.  NOTE-- IT
 LY0330'WAS REPORTED AT THAT TIME THAT THERE HAS BEEN SOME CONCRETE
 LY0330'WORK DONE ON THE BRIDGE AND THE CHISELED SQUARE IS NO LONGER
 LY0330'IN EVIDENCE.
 LY0330
 LY0330                          STATION RECOVERY (1942)
 LY0330
 LY0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1096 ***********************************************************************
 KU1096  DESIGNATION -  4647 BOQ
 KU1096  PID         -  KU1096
 KU1096  STATE/COUNTY-  NY/QUEENS
 KU1096  USGS QUAD   -  FLUSHING (1979)
 KU1096
 KU1096                         *CURRENT SURVEY CONTROL
 KU1096  ___________________________________________________________________
 KU1096* NAD 83(1986)-  40 45 59.     (N)    073 50 18.     (W)     SCALED    
 KU1096* NAVD 88     -         3.668  (meters)      12.03   (feet)  ADJUSTED  
 KU1096  ___________________________________________________________________
 KU1096  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU1096  DYNAMIC HT  -           3.667 (meters)      12.03  (feet)  COMP
 KU1096  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 KU1096
 KU1096  VERT ORDER  -  FIRST     CLASS II
 KU1096
 KU1096.The horizontal coordinates were scaled from a topographic map and have
 KU1096.an estimated accuracy of +/- 6 seconds.
 KU1096
 KU1096.The orthometric height was determined by differential leveling
 KU1096.and adjusted by the National Geodetic Survey in June 1991..
 KU1096
 KU1096.The geoid height was determined by GEOID03.
 KU1096
 KU1096.The dynamic height is computed by dividing the NAVD 88
 KU1096.geopotential number by the normal gravity value computed on the
 KU1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1096.degrees latitude (g = 980.6199 gals.).
 KU1096
 KU1096.The modeled gravity was interpolated from observed gravity values.
 KU1096
 KU1096;                    North         East    Units  Estimated Accuracy
 KU1096;SPC NY L     -    66,610.      313,650.      MT  (+/- 180 meters Scaled)
 KU1096
 KU1096                          SUPERSEDED SURVEY CONTROL
 KU1096
 KU1096  NGVD 29 (??/??/92)    4.000  (m)           13.12   (f) ADJ UNCH    1 2
 KU1096
 KU1096.Superseded values are not recommended for survey control.
 KU1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1096.See file dsdata.txt to determine how the superseded data were derived.
 KU1096
 KU1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL980134(NAD 83)
 KU1096_MARKER: Q = CHISELED SQUARE
 KU1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1096_SP_SET: WINDOW SILL
 KU1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1096
 KU1096  HISTORY     - Date     Condition        Report By
 KU1096  HISTORY     - UNK      MONUMENTED       NY4170
 KU1096  HISTORY     - 1952     GOOD             NGS
 KU1096  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1096  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1096
 KU1096                          STATION DESCRIPTION
 KU1096
 KU1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1096'AT NEW YORK.
 KU1096'AT NEW YORK, IN BOROUGH OF QUEENS, AT FLUSHING, AT THE
 KU1096'OVERPASS OF WHITESTONE PARKWAY OVER COLLEGE POINT CAUSEWAY AND
 KU1096'FLUSHING CREEK, 115 FEET SOUTHWEST OF THE CENTER LINE OF SOUTHWEST
 KU1096'LANE OF COLLEGE POINT CAUSEWAY, 47 1/2 FEET NORTHWEST OF
 KU1096'NORTHWEST EDGE OF BRIDGE, A 1 1/2-INCH OUTLINED SQUARE IN THE
 KU1096'TOP OF THE NORTHWEST END OF THE GRANITE WINDOW SILL OF A
 KU1096'WINDOW FACING NORTHEAST OF A SMALL BUILDING OF THE CITY OF
 KU1096'NEW YORK, DEPARTMENT OF PARKS, 8 FEET NORTHWEST OF EAST CORNER
 KU1096'OF BUILDING AND 3 1/2 FEET ABOVE COBBLESTONE SIDE WALK.
 KU1096
 KU1096                          STATION RECOVERY (2006)
 KU1096
 KU1096'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1096'THE MARK WAS NOT RECOVERED AND NOT FOUND.
 KU1096' 
 KU1096'ALTHOUGH A REMNANT OF THE OLD OVERPASS OF THE PARKWAY STILL EXISTS
 KU1096'(SEE KU1097) THE AREA SOUTHWEST OF COLLEGE POINT CAUSWAY (NOW COLLEGE
 KU1096'POINT BOULEVARD) HAS NO PARKS DEPARTMENT BUILDINGS. THE AREA IS
 KU1096'OCCUPIED BY CONCRETE AND GRAVEL WORKS.  THE MARK IS LOST.
 KU1096
 KU1096                          STATION RECOVERY (2006)
 KU1096
 KU1096'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1096'THE MARK WAS NOT RECOVERED AND NOT FOUND.
 KU1096' 
 KU1096'THE WHITESTONE PARKWAY HAS BEEN REPLACED BY THE WHITESTONE EXPRESSWAY.
 KU1096'THE WYE INTERSECTION IS GONE AND THE OLD INCINERATING PLANT NO LONGER
 KU1096'EXISTS.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1098 ***********************************************************************
 KU1098  DESIGNATION -  4648 BOQ
 KU1098  PID         -  KU1098
 KU1098  STATE/COUNTY-  NY/QUEENS
 KU1098  USGS QUAD   -  FLUSHING (1979)
 KU1098
 KU1098                         *CURRENT SURVEY CONTROL
 KU1098  ___________________________________________________________________
 KU1098* NAD 83(1986)-  40 46 02.     (N)    073 50 21.     (W)     SCALED    
 KU1098* NAVD 88     -         4.020  (meters)      13.19   (feet)  ADJUSTED  
 KU1098  ___________________________________________________________________
 KU1098  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU1098  DYNAMIC HT  -           4.019 (meters)      13.19  (feet)  COMP
 KU1098  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 KU1098
 KU1098  VERT ORDER  -  FIRST     CLASS II
 KU1098
 KU1098.The horizontal coordinates were scaled from a topographic map and have
 KU1098.an estimated accuracy of +/- 6 seconds.
 KU1098
 KU1098.The orthometric height was determined by differential leveling
 KU1098.and adjusted by the National Geodetic Survey in June 1991..
 KU1098
 KU1098.The geoid height was determined by GEOID03.
 KU1098
 KU1098.The dynamic height is computed by dividing the NAVD 88
 KU1098.geopotential number by the normal gravity value computed on the
 KU1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1098.degrees latitude (g = 980.6199 gals.).
 KU1098
 KU1098.The modeled gravity was interpolated from observed gravity values.
 KU1098
 KU1098;                    North         East    Units  Estimated Accuracy
 KU1098;SPC NY L     -    66,700.      313,580.      MT  (+/- 180 meters Scaled)
 KU1098
 KU1098                          SUPERSEDED SURVEY CONTROL
 KU1098
 KU1098  NGVD 29 (??/??/92)    4.351  (m)           14.27   (f) ADJ UNCH    1 2
 KU1098
 KU1098.Superseded values are not recommended for survey control.
 KU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1098.See file dsdata.txt to determine how the superseded data were derived.
 KU1098
 KU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL979135(NAD 83)
 KU1098_MARKER: Q = CHISELED SQUARE
 KU1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1098_SP_SET: RAIL FOOTING
 KU1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1098
 KU1098  HISTORY     - Date     Condition        Report By
 KU1098  HISTORY     - UNK      MONUMENTED       NY4170
 KU1098  HISTORY     - 1952     GOOD             NGS
 KU1098  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1098
 KU1098                          STATION DESCRIPTION
 KU1098
 KU1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1098'AT NEW YORK.
 KU1098'AT NEW YORK, IN BOROUGH OF QUEENS, AT FLUSHING, IN THE WYE OF
 KU1098'COLLEGE POINT CAUSEWAY AND WHITESTONE PARKWAY, 36 FEET SOUTH OF
 KU1098'SOUTHWEST CORNER OF LARGE BRICK BUILDING OF NEW YORK DEPARTMENT
 KU1098'OF SANITATION, INCINERATING PLANT, A 1 1/2-INCH OUTLINED SQUARE
 KU1098'ON TOP OF THE SOUTH END OF EAST RAIL FOOTING OF TRUCK RAMP,
 KU1098'1 FOOT SOUTH OF CENTER OF SOUTH END OF EAST CONCRETE RAIL OF
 KU1098'RAMP.
 KU1098
 KU1098                          STATION RECOVERY (2006)
 KU1098
 KU1098'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1098'THE MARK WAS NOT RECOVERED AND NOT FOUND.
 KU1098' 
 KU1098'THE WHITESTONE PARKWAY HAS BEEN REPLACED BY THE WHITESTONE EXPRESSWAY.
 KU1098'THE WYE INTERSECTION IS GONE AND THE OLD INCINERATING PLANT NO LONGER
 KU1098'EXISTS.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1116 ***********************************************************************
 KU1116  DESIGNATION -  4676 BOQ
 KU1116  PID         -  KU1116
 KU1116  STATE/COUNTY-  NY/QUEENS
 KU1116  USGS QUAD   -  FLUSHING (1979)
 KU1116
 KU1116                         *CURRENT SURVEY CONTROL
 KU1116  ___________________________________________________________________
 KU1116* NAD 83(1986)-  40 47 11.     (N)    073 49 27.     (W)     SCALED    
 KU1116* NAVD 88     -        14.759  (meters)      48.42   (feet)  ADJUSTED  
 KU1116  ___________________________________________________________________
 KU1116  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU1116  DYNAMIC HT  -          14.753 (meters)      48.40  (feet)  COMP
 KU1116  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 KU1116
 KU1116  VERT ORDER  -  FIRST     CLASS II
 KU1116
 KU1116.The horizontal coordinates were scaled from a topographic map and have
 KU1116.an estimated accuracy of +/- 6 seconds.
 KU1116
 KU1116.The orthometric height was determined by differential leveling
 KU1116.and adjusted by the National Geodetic Survey in June 1991..
 KU1116
 KU1116.The geoid height was determined by GEOID03.
 KU1116
 KU1116.The dynamic height is computed by dividing the NAVD 88
 KU1116.geopotential number by the normal gravity value computed on the
 KU1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1116.degrees latitude (g = 980.6199 gals.).
 KU1116
 KU1116.The modeled gravity was interpolated from observed gravity values.
 KU1116
 KU1116;                    North         East    Units  Estimated Accuracy
 KU1116;SPC NY L     -    68,830.      314,840.      MT  (+/- 180 meters Scaled)
 KU1116
 KU1116                          SUPERSEDED SURVEY CONTROL
 KU1116
 KU1116  NGVD 29 (??/??/92)   15.089  (m)           49.50   (f) ADJ UNCH    1 2
 KU1116
 KU1116.Superseded values are not recommended for survey control.
 KU1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1116.See file dsdata.txt to determine how the superseded data were derived.
 KU1116
 KU1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL992157(NAD 83)
 KU1116_MARKER: Q = CHISELED SQUARE
 KU1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1116_SP_SET: FOOTING
 KU1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1116
 KU1116  HISTORY     - Date     Condition        Report By
 KU1116  HISTORY     - UNK      MONUMENTED       NY4170
 KU1116  HISTORY     - 1952     GOOD             NGS
 KU1116  HISTORY     - 20060505 MARK NOT FOUND   GEOCAC
 KU1116
 KU1116                          STATION DESCRIPTION
 KU1116
 KU1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1116'AT NEW YORK.
 KU1116'AT NEW YORK, IN BOROUGH OF QUEENS, AT THE OVERPASS OF 14TH
 KU1116'AVENUE OVER WHITESTONE PARKWAY, AT THE SOUTHEAST CORNER OF BRIDGE
 KU1116'PROPER, ON THE TOP OF THE EAST END OF THE GRANITE FOOTING OF
 KU1116'IRON BRIDGE RAILING, 10 FEET SOUTH OF SOUTH CURB OF 14TH AVENUE,
 KU1116'0.2 FOOT WEST OF NORTHEAST CORNER OF GRANITE FOOTING AND ABOUT
 KU1116'1/2 FOOT ABOVE LEVEL OF BRIDGE FLOOR.
 KU1116
 KU1116                          STATION RECOVERY (2006)
 KU1116
 KU1116'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1116'NOT RECOVERED, NOT FOUND.
 KU1116' 
 KU1116'THE ORIGINAL IRON BRIDGE RAILING APPEARS TO HAVE BEEN REPLACED WITH A
 KU1116'MODERN STEEL RAILING. HOWEVER, THE GRANITE FOOTING OF THE RAILING
 KU1116'APPEARS TO BE OLD AND MAY HAVE BEEN THE ORIGINAL. NEVERTHELESS, AFTER
 KU1116'A CAREFUL INSPECTION, NO CHISELED SQUARE WAS FOUND ON THE DESCRIBED
 KU1116'POINT ON THE GRANITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1117 ***********************************************************************
 KU1117  DESIGNATION -  4678 BOQ
 KU1117  PID         -  KU1117
 KU1117  STATE/COUNTY-  NY/QUEENS
 KU1117  USGS QUAD   -  FLUSHING (1979)
 KU1117
 KU1117                         *CURRENT SURVEY CONTROL
 KU1117  ___________________________________________________________________
 KU1117* NAD 83(1986)-  40 47 16.     (N)    073 49 05.     (W)     SCALED    
 KU1117* NAVD 88     -        16.656  (meters)      54.65   (feet)  ADJUSTED  
 KU1117  ___________________________________________________________________
 KU1117  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1117  DYNAMIC HT  -          16.650 (meters)      54.63  (feet)  COMP
 KU1117  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 KU1117
 KU1117  VERT ORDER  -  FIRST     CLASS II
 KU1117
 KU1117.The horizontal coordinates were scaled from a topographic map and have
 KU1117.an estimated accuracy of +/- 6 seconds.
 KU1117
 KU1117.The orthometric height was determined by differential leveling
 KU1117.and adjusted by the National Geodetic Survey in June 1991..
 KU1117
 KU1117.The geoid height was determined by GEOID03.
 KU1117
 KU1117.The dynamic height is computed by dividing the NAVD 88
 KU1117.geopotential number by the normal gravity value computed on the
 KU1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1117.degrees latitude (g = 980.6199 gals.).
 KU1117
 KU1117.The modeled gravity was interpolated from observed gravity values.
 KU1117
 KU1117;                    North         East    Units  Estimated Accuracy
 KU1117;SPC NY L     -    68,990.      315,360.      MT  (+/- 180 meters Scaled)
 KU1117
 KU1117                          SUPERSEDED SURVEY CONTROL
 KU1117
 KU1117  NGVD 29 (??/??/92)   16.985  (m)           55.73   (f) ADJ UNCH    1 2
 KU1117
 KU1117.Superseded values are not recommended for survey control.
 KU1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1117.See file dsdata.txt to determine how the superseded data were derived.
 KU1117
 KU1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL997158(NAD 83)
 KU1117_MARKER: Q = CHISELED SQUARE
 KU1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1117_SP_SET: BRIDGE WALL
 KU1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1117+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 KU1117
 KU1117  HISTORY     - Date     Condition        Report By
 KU1117  HISTORY     - UNK      MONUMENTED       NY4170
 KU1117  HISTORY     - 1952     GOOD             NGS
 KU1117  HISTORY     - 20050618 GOOD             GEOCAC
 KU1117  HISTORY     - 20060505 GOOD             GEOCAC
 KU1117
 KU1117                          STATION DESCRIPTION
 KU1117
 KU1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1117'AT NEW YORK.
 KU1117'AT NEW YORK, IN BOROUGH OF QUEENS, AT THE OVERPASS OF 14TH AVENUE
 KU1117'OVER CROSS ISLAND PARKWAY, A 1 1/4-INCH OUTLINED SQUARE ON THE
 KU1117'TOP OF THE WEST END OF THE NORTH GRANITE WALL AT TOP OF WEST
 KU1117'END OF BRIDGE, 13 1/2 FEET NORTH OF NORTH CURB OF 14TH AVENUE,
 KU1117'1 FOOT WEST OF WEST END RAIL POST OF NORTH IRON RAIL AND 0.7
 KU1117'FOOT ABOVE BRIDGE SIDE WALK.
 KU1117
 KU1117                          STATION RECOVERY (2005)
 KU1117
 KU1117'RECOVERY NOTE BY GEOCACHING 2005 (CAG)
 KU1117'H-HELD1 NO WAAS COORDINATES - 40 47 17.1 N 073 49 02.4 W
 KU1117
 KU1117                          STATION RECOVERY (2006)
 KU1117
 KU1117'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1117'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1711 ***********************************************************************
 OE1711  DESIGNATION -  468 USGS 1942
 OE1711  PID         -  OE1711
 OE1711  STATE/COUNTY-  NY/WARREN
 OE1711  USGS QUAD   -  
 OE1711
 OE1711                         *CURRENT SURVEY CONTROL
 OE1711  ___________________________________________________________________
 OE1711* NAD 83(1996)-  43 40 14.90893(N)    074 02 56.81590(W)     ADJUSTED  
 OE1711* NAVD 88     -      1091.     (meters)    3579.     (feet)  SCALED    
 OE1711  ___________________________________________________________________
 OE1711  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 OE1711  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OE1711
 OE1711  HORZ ORDER  -  SECOND
 OE1711
 OE1711.The horizontal coordinates were established by classical geodetic methods
 OE1711.and adjusted by the National Geodetic Survey in January 1999..
 OE1711
 OE1711.The orthometric height was scaled from a topographic map.
 OE1711
 OE1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1711
 OE1711.The geoid height was determined by GEOID03.
 OE1711
 OE1711;                    North         East     Units Scale Factor Converg.
 OE1711;SPC NY E     -   537,289.565   186,359.459   MT  0.99991626   +0 18 40.8
 OE1711;SPC NY E     - 1,762,757.51    611,414.33   sFT  0.99991626   +0 18 40.8
 OE1711;UTM  18      - 4,835,750.528   576,656.734   MT  0.99967228   +0 39 23.9
 OE1711
 OE1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1711!SPC NY E     -   0.99983342  x   0.99991626  =   0.99974970
 OE1711!UTM  18      -   0.99983342  x   0.99967228  =   0.99950576
 OE1711
 OE1711                          SUPERSEDED SURVEY CONTROL
 OE1711
 OE1711  NAD 83(1986)-  43 40 14.91421(N)    074 02 56.81709(W) AD(       ) 2
 OE1711  NAD 27      -  43 40 14.68555(N)    074 02 58.33503(W) AD(       ) 2
 OE1711
 OE1711.Superseded values are not recommended for survey control.
 OE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1711.See file dsdata.txt to determine how the superseded data were derived.
 OE1711
 OE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP7665735751(NAD 83)
 OE1711
 OE1711  HISTORY     - Date     Condition        Report By
 OE1711  HISTORY     - 1942     MONUMENTED       USGS
 OE1711
 OE1711                          STATION DESCRIPTION
 OE1711
 OE1711'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 OE1711'THE STATION IS ABOUT 5 MILES, AIR LINE, S OF THE VILLAGE OF
 OE1711'NORTH RIVER, NEAR THE S END OF GORE MOUNTAIN.  IT IS ABOUT
 OE1711'760 FEET SSW OF THE RANGERS CABIN, IN THE CENTER OF THE TRAIL
 OE1711'LEADING FROM THE CABIN.  IT IS MARKED BY A COPPER BOLT SET IN
 OE1711'SOLID ROCK.  IT IS 1 INCH IN DIAMETER AND IS STAMPED
 OE1711'U.S.G.S. 468 NY.  IT IS IN THE APPROXIMATE CENTER OF A TRIANGLE
 OE1711'WHOSE VERTICES ARE FORMED BY THREE IRON EYE BOLTS.
 OE1711'
 OE1711'TO REACH FROM THE POST OFFICE IN NORTH CREEK GO W ON STATE
 OE1711'HIGHWAY 28 FOR 4.5 MILES TO A GRAVEL AND OIL ROAD ON THE
 OE1711'LEFT.  TURN LEFT AS PER SIGN GARNET MINES AND GO 5.75 MILES TO
 OE1711'THE SKI LODGE.  THIS IS THE END OF TRUCK TRAVEL.  PARK THE
 OE1711'TRUCK AT THE SKI TOW.  TRAIL LEADING TO THE STATION IS BACK
 OE1711'DOWN THE ROAD ABOUT 300 FEET.  FOLLOW THIS TRAIL WHICH IS WELL
 OE1711'MARKED BY NEW YORK DEPARTMENT OF CONSERVATION DISKS TO THE
 OE1711'SUMMIT AND THE STATION.  THE PACK WILL TAKE ABOUT 35 MINUTES
 OE1711'WITH OBSERVING GEAR.
 OE1711'
 OE1711'CONNECTED BY TRAVERSE FROM STATION GORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0556 ***********************************************************************
 NB0556  DESIGNATION -  469
 NB0556  PID         -  NB0556
 NB0556  STATE/COUNTY-  NY/SENECA
 NB0556  USGS QUAD   -  SENECA FALLS (1978)
 NB0556
 NB0556                         *CURRENT SURVEY CONTROL
 NB0556  ___________________________________________________________________
 NB0556* NAD 83(1986)-  42 54 48.     (N)    076 47 46.     (W)     SCALED    
 NB0556* NAVD 88     -       142.788  (meters)     468.46   (feet)  ADJUSTED  
 NB0556  ___________________________________________________________________
 NB0556  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NB0556  DYNAMIC HT  -         142.751 (meters)     468.34  (feet)  COMP
 NB0556  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 NB0556
 NB0556  VERT ORDER  -  SECOND    CLASS 0
 NB0556
 NB0556.The horizontal coordinates were scaled from a topographic map and have
 NB0556.an estimated accuracy of +/- 6 seconds.
 NB0556
 NB0556.The orthometric height was determined by differential leveling
 NB0556.and adjusted by the National Geodetic Survey in June 1991..
 NB0556
 NB0556.The geoid height was determined by GEOID03.
 NB0556
 NB0556.The dynamic height is computed by dividing the NAVD 88
 NB0556.geopotential number by the normal gravity value computed on the
 NB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0556.degrees latitude (g = 980.6199 gals.).
 NB0556
 NB0556.The modeled gravity was interpolated from observed gravity values.
 NB0556
 NB0556;                    North         East    Units  Estimated Accuracy
 NB0556;SPC NY C     -   323,570.      232,630.      MT  (+/- 180 meters Scaled)
 NB0556
 NB0556                          SUPERSEDED SURVEY CONTROL
 NB0556
 NB0556  NGVD 29 (??/??/92)  142.959  (m)          469.02   (f) ADJ UNCH    2 0
 NB0556
 NB0556.Superseded values are not recommended for survey control.
 NB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0556.See file dsdata.txt to determine how the superseded data were derived.
 NB0556
 NB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN533527(NAD 83)
 NB0556_MARKER: DD = SURVEY DISK
 NB0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0556_SP_SET: WALL
 NB0556_STAMPING: 469 USGS
 NB0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0556+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 NB0556
 NB0556  HISTORY     - Date     Condition        Report By
 NB0556  HISTORY     - UNK      MONUMENTED       USGS
 NB0556  HISTORY     - 1934     GOOD             NGS
 NB0556  HISTORY     - 1985     GOOD             USPSQD
 NB0556  HISTORY     - 1989     GOOD             USPSQD
 NB0556  HISTORY     - 20060411 GOOD             NYDT
 NB0556
 NB0556                          STATION DESCRIPTION
 NB0556
 NB0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0556'AT SENECA FALLS.
 NB0556'IN THE TOWN OF SENECA FALLS, IN THE EAST FACE OF THE SOUTH ENTRANCE
 NB0556'OF THE MYNDERSE ACADEMY, SET VERTICALLY, 900 FEET NORTHEAST OF THE
 NB0556'STATION, 1.5 FEET SOUTH OF THE SOUTH WALL, 1.4 FEET NORTH OF THE
 NB0556'SOUTH FACE OF ENTRANCE.
 NB0556
 NB0556                          STATION RECOVERY (1985)
 NB0556
 NB0556'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0556'THE MARK IS LOCATED 2.7 FEET ABOVE GROUND LEVEL.
 NB0556
 NB0556                          STATION RECOVERY (1989)
 NB0556
 NB0556'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0556'RECOVERED IN GOOD CONDITION.
 NB0556
 NB0556                          STATION RECOVERY (2006)
 NB0556
 NB0556'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 NB0556'STAMPING IS ONLY 469
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2638 ***********************************************************************
 OF2638  DESIGNATION -  469 1 NYGS 1969
 OF2638  PID         -  OF2638
 OF2638  STATE/COUNTY-  NY/MONROE
 OF2638  USGS QUAD   -  HAMLIN (1978)
 OF2638
 OF2638                         *CURRENT SURVEY CONTROL
 OF2638  ___________________________________________________________________
 OF2638* NAD 83(1996)-  43 18 48.48874(N)    077 55 01.49441(W)     ADJUSTED  
 OF2638* NAVD 88     -        93.37   (+/-2cm)     306.3    (feet)  VERTCON   
 OF2638  ___________________________________________________________________
 OF2638  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 OF2638  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2638
 OF2638  HORZ ORDER  -  SECOND
 OF2638  VERT ORDER  -  THIRD ? (See Below)
 OF2638
 OF2638.The horizontal coordinates were established by classical geodetic methods
 OF2638.and adjusted by the National Geodetic Survey in January 1999..
 OF2638
 OF2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2638.The vertical order pertains to the NGVD 29 superseded value.
 OF2638
 OF2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2638
 OF2638.The geoid height was determined by GEOID03.
 OF2638
 OF2638;                    North         East     Units Scale Factor Converg.
 OF2638;SPC NY W     -   368,208.516   404,046.504   MT  0.99997342   +0 27 25.4
 OF2638;SPC NY W     - 1,208,030.77  1,325,609.24   sFT  0.99997342   +0 27 25.4
 OF2638;UTM  18      - 4,799,758.816   263,439.572   MT  1.00028844   -2 00 07.2
 OF2638;UTM  17      - 4,800,242.335   750,009.673   MT  1.00036895   +2 06 57.4
 OF2638
 OF2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2638!SPC NY W     -   0.99999096  x   0.99997342  =   0.99996438
 OF2638!UTM  18      -   0.99999096  x   1.00028844  =   1.00027939
 OF2638!UTM  17      -   0.99999096  x   1.00036895  =   1.00035990
 OF2638
 OF2638:                Primary Azimuth Mark                     Grid Az
 OF2638:SPC NY W     -  1505                                     270 04 14.7
 OF2638:UTM  18      -  1505                                     272 31 47.3
 OF2638:UTM  17      -  1505                                     268 24 42.7
 OF2638
 OF2638|---------------------------------------------------------------------|
 OF2638| PID    Reference Object                     Distance      Geod. Az  |
 OF2638|                                                           dddmmss.s |
 OF2638| OF2677 1505                                APPROX. 0.6 KM 2703140.1 |
 OF2638|---------------------------------------------------------------------|
 OF2638
 OF2638                          SUPERSEDED SURVEY CONTROL
 OF2638
 OF2638  NAD 83(1986)-  43 18 48.49589(N)    077 55 01.49369(W) AD(       ) 2
 OF2638  NAD 27      -  43 18 48.28216(N)    077 55 02.44552(W) AD(       ) 2
 OF2638  NGVD 29 (07/19/86)   93.56   (m)          307.0    (f) LEVELING    3  
 OF2638
 OF2638.Superseded values are not recommended for survey control.
 OF2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2638.See file dsdata.txt to determine how the superseded data were derived.
 OF2638
 OF2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6344099759(NAD 83)
 OF2638_MARKER: DD = SURVEY DISK
 OF2638_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2638
 OF2638  HISTORY     - Date     Condition        Report By
 OF2638  HISTORY     - 1940     MONUMENTED       NYGS
 OF2638  HISTORY     - 1960     GOOD             CGS
 OF2638  HISTORY     - 1974     GOOD             NY-055
 OF2638
 OF2638                          STATION DESCRIPTION
 OF2638
 OF2638'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2638'IN HAMLIN, AT INTERSECTION OF BRICK SCHOOLHOUSE ROAD WITH LAKE
 OF2638'ROAD (EAST FORK), 17 FEET SOUTH OF CENTER LINE OF BRICK
 OF2638'SCHOOLHOUSE ROAD, 46 FEET WEST OF CENTER LINE OF LAKE ROAD
 OF2638'(EAST FORK), 132 FEET NORTHEAST OF NORTHEAST CORNER OF BRICK
 OF2638'SCHOOLHOUSE DISTRICT 15, 62 FEET NORTH OF NORTH RANGE LINE OF
 OF2638'SCHOOL, 38.5 FEET NORTHWEST OF POLE 22-N-32, 25 FEET NORTH OF
 OF2638'NORTH RANGE LINE OF FRAME HOUSE SOUTH OF BRICK SCHOOLHOUSE ROAD
 OF2638'AND EAST OF LAKE ROAD (EAST FORKS), 16.7 FEET WEST OF
 OF2638'INTERSECTION OF RIGHT-OF-WAY FENCES, 3.6 FEET NORTH OF
 OF2638'RIGHT-OF-WAY FENCE, AND 2.3 FEET NORTH OF U.S. REFERENCE
 OF2638'MARK.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2638'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2638
 OF2638                          STATION RECOVERY (1960)
 OF2638
 OF2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 OF2638'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS.
 OF2638'
 OF2638'IN HAMLIN.
 OF2638'
 OF2638'0.7 MILE SOUTHEAST OF TRIANGULATION STATION PARISH, 1969.
 OF2638'
 OF2638'LOCATED IN THE SOUTHWEST CORNER OF INTERSECTION OF BRICK
 OF2638'SCHOOLHOUSE ROAD AND LAND ROAD, EAST FORK.
 OF2638'
 OF2638'17 FEET SOUTH OF CENTER LINE OF BRICK SCHOOLHOUSE ROAD.
 OF2638'
 OF2638'46 FEET WEST OF CENTER LINE OF LAKE ROAD, EAST FORK.
 OF2638'
 OF2638'12.4 FEET EAST OF POLE 15-1/2
 OF2638'
 OF2638'2.3 FEET NORTH OF WITNESS POST
 OF2638'
 OF2638'147.4 FEET WEST OF NORTHWEST CORNER OF FOUNDATION OF HOUSE 1152
 OF2638'LAKE ROAD, EAST FORK.
 OF2638'
 OF2638'131 FEET NORTH EAST OF NORTHEAST CORNER, AND
 OF2638'
 OF2638'62 FEET NORTH OF NORTH RANGE LINE OF ABANDONED RED BRICK SCHOOL
 OF2638'HOUSE.
 OF2638'
 OF2638'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK
 OF2638'IN CONCRETE AND 0.4 FOOT BELOW GROUND WITH FRAME AND COVER
 OF2638'MARKED R C S FLUSH WITH GROUND.
 OF2638
 OF2638                          STATION RECOVERY (1974)
 OF2638
 OF2638'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2638'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2674 ***********************************************************************
 OF2674  DESIGNATION -  469 3
 OF2674  PID         -  OF2674
 OF2674  STATE/COUNTY-  NY/MONROE
 OF2674  USGS QUAD   -  HAMLIN (1978)
 OF2674
 OF2674                         *CURRENT SURVEY CONTROL
 OF2674  ___________________________________________________________________
 OF2674* NAD 83(1996)-  43 18 47.06199(N)    077 53 56.89219(W)     ADJUSTED  
 OF2674* NAVD 88     -        93.20   (+/-2cm)     305.8    (feet)  VERTCON   
 OF2674  ___________________________________________________________________
 OF2674  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 OF2674  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2674
 OF2674  HORZ ORDER  -  SECOND
 OF2674  VERT ORDER  -  THIRD ? (See Below)
 OF2674
 OF2674.The horizontal coordinates were established by classical geodetic methods
 OF2674.and adjusted by the National Geodetic Survey in January 1999..
 OF2674
 OF2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2674.The vertical order pertains to the NGVD 29 superseded value.
 OF2674
 OF2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2674
 OF2674.The geoid height was determined by GEOID03.
 OF2674
 OF2674;                    North         East     Units Scale Factor Converg.
 OF2674;SPC NY W     -   368,176.257   405,502.577   MT  0.99997538   +0 28 09.7
 OF2674;SPC NY W     - 1,207,924.94  1,330,386.37   sFT  0.99997538   +0 28 09.7
 OF2674;UTM  18      - 4,799,664.084   264,893.370   MT  1.00028000   -1 59 22.8
 OF2674
 OF2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2674!SPC NY W     -   0.99999098  x   0.99997538  =   0.99996636
 OF2674!UTM  18      -   0.99999098  x   1.00028000  =   1.00027098
 OF2674
 OF2674:                Primary Azimuth Mark                     Grid Az
 OF2674:SPC NY W     -  1504                                     272 15 06.0
 OF2674:UTM  18      -  1504                                     274 42 38.5
 OF2674
 OF2674|---------------------------------------------------------------------|
 OF2674| PID    Reference Object                     Distance      Geod. Az  |
 OF2674|                                                           dddmmss.s |
 OF2674| OF2675 1504                                APPROX. 0.6 KM 2724315.7 |
 OF2674|---------------------------------------------------------------------|
 OF2674
 OF2674                          SUPERSEDED SURVEY CONTROL
 OF2674
 OF2674  NAD 83(1986)-  43 18 47.06906(N)    077 53 56.89145(W) AD(       ) 2
 OF2674  NAD 27      -  43 18 46.85353(N)    077 53 57.84531(W) AD(       ) 2
 OF2674  NGVD 29 (07/19/86)   93.39   (m)          306.4    (f) LEVELING    3  
 OF2674
 OF2674.Superseded values are not recommended for survey control.
 OF2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2674.See file dsdata.txt to determine how the superseded data were derived.
 OF2674
 OF2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6489399664(NAD 83)
 OF2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2674
 OF2674  HISTORY     - Date     Condition        Report By
 OF2674  HISTORY     - UNK      MONUMENTED
 OF2674  HISTORY     - 1974     GOOD             NY-055
 OF2674
 OF2674                          STATION DESCRIPTION
 OF2674
 OF2674'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2674'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2674'IN HAMLIN ON S SIDE OF BRICK SCHOOLHOUSE RD, 0.9 MI E OF LAKE RD E
 OF2674'FORK, 0.45 MI W OF WILDER RD, 16.5 FT S OF CL OF BRICK SCHOOLHOUSE RD,
 OF2674'5.7 FT S OF EDGE OF PAVEMENT, 61.2 FT SW OF UTILITY POLE NM 3 2 2 1,
 OF2674'AND 3.4 FT N OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD
 OF2674'NYSS DISK STAMPED---469-3---IN CONCRETE POST AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2640 ***********************************************************************
 OF2640  DESIGNATION -  469 4 NYGS 1969
 OF2640  PID         -  OF2640
 OF2640  STATE/COUNTY-  NY/MONROE
 OF2640  USGS QUAD   -  HAMLIN (1978)
 OF2640
 OF2640                         *CURRENT SURVEY CONTROL
 OF2640  ___________________________________________________________________
 OF2640* NAD 83(1996)-  43 18 46.74015(N)    077 53 27.78783(W)     ADJUSTED  
 OF2640* NAVD 88     -        89.79   (+/-2cm)     294.6    (feet)  VERTCON   
 OF2640  ___________________________________________________________________
 OF2640  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 OF2640  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF2640
 OF2640  HORZ ORDER  -  SECOND
 OF2640  VERT ORDER  -  THIRD ? (See Below)
 OF2640
 OF2640.The horizontal coordinates were established by classical geodetic methods
 OF2640.and adjusted by the National Geodetic Survey in January 1999..
 OF2640
 OF2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2640.The vertical order pertains to the NGVD 29 superseded value.
 OF2640
 OF2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2640
 OF2640.The geoid height was determined by GEOID03.
 OF2640
 OF2640;                    North         East     Units Scale Factor Converg.
 OF2640;SPC NY W     -   368,171.729   406,158.486   MT  0.99997628   +0 28 29.7
 OF2640;SPC NY W     - 1,207,910.08  1,332,538.30   sFT  0.99997628   +0 28 29.7
 OF2640;UTM  18      - 4,799,631.409   265,548.679   MT  1.00027621   -1 59 02.8
 OF2640
 OF2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2640!SPC NY W     -   0.99999152  x   0.99997628  =   0.99996780
 OF2640!UTM  18      -   0.99999152  x   1.00027621  =   1.00026773
 OF2640
 OF2640:                Primary Azimuth Mark                     Grid Az
 OF2640:SPC NY W     -  469 3                                    270 23 43.7
 OF2640:UTM  18      -  469 3                                    272 51 16.2
 OF2640
 OF2640|---------------------------------------------------------------------|
 OF2640| PID    Reference Object                     Distance      Geod. Az  |
 OF2640|                                                           dddmmss.s |
 OF2640| OF2674 469 3                               APPROX. 0.7 KM 2705213.4 |
 OF2640|---------------------------------------------------------------------|
 OF2640
 OF2640                          SUPERSEDED SURVEY CONTROL
 OF2640
 OF2640  NAD 83(1986)-  43 18 46.74719(N)    077 53 27.78707(W) AD(       ) 2
 OF2640  NAD 27      -  43 18 46.53138(N)    077 53 28.74192(W) AD(       ) 2
 OF2640  NGVD 29 (07/19/86)   89.98   (m)          295.2    (f) LEVELING    3  
 OF2640
 OF2640.Superseded values are not recommended for survey control.
 OF2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2640.See file dsdata.txt to determine how the superseded data were derived.
 OF2640
 OF2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6554999631(NAD 83)
 OF2640_MARKER: DD = SURVEY DISK
 OF2640_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2640_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2640
 OF2640  HISTORY     - Date     Condition        Report By
 OF2640  HISTORY     - 1940     MONUMENTED       NYGS
 OF2640  HISTORY     - 1969     GOOD             CGS
 OF2640  HISTORY     - 1974     GOOD             NY-055
 OF2640
 OF2640                          STATION DESCRIPTION
 OF2640
 OF2640'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 OF2640'IN HAMLIN, AT INTERSECTION OF BRICK SCHOOLHOUSE ROAD WITH WILDER
 OF2640'ROAD, 15.3 FEET NORTH OF CENTER LINE, 102.9 FEET NORTHWEST OF
 OF2640'POLE 241-43, 79.1 FEET NORTH OF POLE 220, 71.5 FEET NORTHEAST OF
 OF2640'POLE 40, 6.2 FEET SOUTH OF FENCE CORNER, 5.3 FEET EAST OF POLE 41,
 OF2640'AND 4.8 FEET SOUTH OF U.S. REFERENCE MARK.  STATION IS A
 OF2640'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND
 OF2640'0.6 FOOT BELOW GROUND.
 OF2640
 OF2640                          STATION RECOVERY (1969)
 OF2640
 OF2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2640'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2640'
 OF2640'IN HAMLIN AT INTERSECTION OF BRICK SCHOOL HOUSE ROAD (CURTIS ROAD)
 OF2640'AND WILDER ROAD.
 OF2640'
 OF2640'1.13 MILES WEST NORTHWEST OF STATION HUDSON 1969
 OF2640'
 OF2640'15.0 FEET NORTH OF CENTERLINE OF BRICK SCHOOL HOUSE ROAD
 OF2640'
 OF2640'4.2 FEET WEST OF THE CENTERLINE OF WILDER ROAD PROJECTED NORTH.
 OF2640'
 OF2640'4.0 FEET SOUTHWEST OF A SIGN.
 OF2640'
 OF2640'5.0 FEET SOUTH OF WITNESS POST
 OF2640'
 OF2640'MONUMENT IS A USC AND GS STANDARD DISK IN CONCRETE STAMPED
 OF2640'469-4, 1940 AND COVERED 5 INCHES.
 OF2640
 OF2640                          STATION RECOVERY (1974)
 OF2640
 OF2640'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2640'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2647 ***********************************************************************
 OF2647  DESIGNATION -  469 5 MCGS 1969
 OF2647  PID         -  OF2647
 OF2647  STATE/COUNTY-  NY/MONROE
 OF2647  USGS QUAD   -  HAMLIN (1978)
 OF2647
 OF2647                         *CURRENT SURVEY CONTROL
 OF2647  ___________________________________________________________________
 OF2647* NAD 83(1996)-  43 18 45.27771(N)    077 52 58.96032(W)     ADJUSTED  
 OF2647* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 OF2647  ___________________________________________________________________
 OF2647  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OF2647  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF2647
 OF2647  HORZ ORDER  -  SECOND
 OF2647
 OF2647.The horizontal coordinates were established by classical geodetic methods
 OF2647.and adjusted by the National Geodetic Survey in January 1999..
 OF2647
 OF2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2647
 OF2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2647
 OF2647.The geoid height was determined by GEOID03.
 OF2647
 OF2647;                    North         East     Units Scale Factor Converg.
 OF2647;SPC NY W     -   368,132.015   406,808.454   MT  0.99997718   +0 28 49.4
 OF2647;SPC NY W     - 1,207,779.79  1,334,670.74   sFT  0.99997718   +0 28 49.4
 OF2647;UTM  18      - 4,799,563.825   266,196.537   MT  1.00027248   -1 58 43.0
 OF2647
 OF2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2647!SPC NY W     -   0.99999222  x   0.99997718  =   0.99996940
 OF2647!UTM  18      -   0.99999222  x   1.00027248  =   1.00026470
 OF2647
 OF2647:                Primary Azimuth Mark                     Grid Az
 OF2647:SPC NY W     -  HUDSON AZIMUTH MARK 1969                 091 19 24.9
 OF2647:UTM  18      -  HUDSON AZIMUTH MARK 1969                 093 46 57.3
 OF2647
 OF2647|---------------------------------------------------------------------|
 OF2647| PID    Reference Object                     Distance      Geod. Az  |
 OF2647|                                                           dddmmss.s |
 OF2647| OF2559 HUDSON AZIMUTH MARK 1969            APPROX. 0.9 KM 0914814.3 |
 OF2647|---------------------------------------------------------------------|
 OF2647
 OF2647                          SUPERSEDED SURVEY CONTROL
 OF2647
 OF2647  NAD 83(1986)-  43 18 45.28474(N)    077 52 58.95955(W) AD(       ) 2
 OF2647  NAD 27      -  43 18 45.06918(N)    077 52 59.91527(W) AD(       ) 2
 OF2647  NGVD 29 (07/19/86)   85.5    (m)          281.     (f) VERT ANG       
 OF2647
 OF2647.Superseded values are not recommended for survey control.
 OF2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2647.See file dsdata.txt to determine how the superseded data were derived.
 OF2647
 OF2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6619799564(NAD 83)
 OF2647_MARKER: DD = SURVEY DISK
 OF2647_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2647
 OF2647  HISTORY     - Date     Condition        Report By
 OF2647  HISTORY     - 1969     MONUMENTED       NY-055
 OF2647  HISTORY     - 1974     GOOD             NY-055
 OF2647
 OF2647                          STATION DESCRIPTION
 OF2647
 OF2647'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2647'IN HAMLIN, ALONG BRICK SCHOOLHOUSE ROAD, 0.4 MILE EAST OF WILDER
 OF2647'ROAD, 0.65 MILES WEST NORTHWEST OF TRIANGULATION STATION HUDSON
 OF2647'1969, 12.2 FEET SOUTH OF BRICK SCHOOLHOUSE ROAD, 135.5 FEET EAST
 OF2647'OF A T FENCE ON SOUTH SIDE OF ROAD, 9.9 FEET NORTHEAST OF POLE
 OF2647'(NO NUMBER), 91.1 FEET SOUTHWEST OF POLE NM 2883 ON NORTH SIDE
 OF2647'OF ROAD, 165.4 FEET SOUTHEAST OF POLE NM 2903 ON NORTH SIDE
 OF2647'OF ROAD, 9.5 FEET NORTH OF SOUTH FENCE LINE, A STANDARD MONROE
 OF2647'COUNTY GEODETIC SURVEY DISK IN CONCRETE POST 1 FOOT BELOW
 OF2647'GROUND.
 OF2647
 OF2647                          STATION RECOVERY (1974)
 OF2647
 OF2647'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2647'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2556 ***********************************************************************
 OF2556  DESIGNATION -  469 6 MCGS 1969
 OF2556  PID         -  OF2556
 OF2556  STATE/COUNTY-  NY/MONROE
 OF2556  USGS QUAD   -  HILTON (1976)
 OF2556
 OF2556                         *CURRENT SURVEY CONTROL
 OF2556  ___________________________________________________________________
 OF2556* NAD 83(1996)-  43 18 44.26974(N)    077 52 19.74748(W)     ADJUSTED  
 OF2556* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 OF2556  ___________________________________________________________________
 OF2556  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 OF2556  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF2556
 OF2556  HORZ ORDER  -  SECOND
 OF2556
 OF2556.The horizontal coordinates were established by classical geodetic methods
 OF2556.and adjusted by the National Geodetic Survey in January 1999..
 OF2556
 OF2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2556
 OF2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2556
 OF2556.The geoid height was determined by GEOID03.
 OF2556
 OF2556;                    North         East     Units Scale Factor Converg.
 OF2556;SPC NY W     -   368,108.377   407,692.333   MT  0.99997843   +0 29 16.3
 OF2556;SPC NY W     - 1,207,702.23  1,337,570.60   sFT  0.99997843   +0 29 16.3
 OF2556;UTM  18      - 4,799,502.268   267,078.846   MT  1.00026742   -1 58 16.0
 OF2556
 OF2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2556!SPC NY W     -   0.99999164  x   0.99997843  =   0.99997007
 OF2556!UTM  18      -   0.99999164  x   1.00026742  =   1.00025906
 OF2556
 OF2556:                Primary Azimuth Mark                     Grid Az
 OF2556:SPC NY W     -  469 7 MCGS 1969                          092 59 26.1
 OF2556:UTM  18      -  469 7 MCGS 1969                          095 26 58.4
 OF2556
 OF2556|---------------------------------------------------------------------|
 OF2556| PID    Reference Object                     Distance      Geod. Az  |
 OF2556|                                                           dddmmss.s |
 OF2556| OF2565 469 7 MCGS 1969                     411.549 METERS 0932842.4 |
 OF2556| OF2631 469 7 1940                          452.063 METERS 0934105.6 |
 OF2556| OF2563 HUDSON                              455.425 METERS 1560908.1 |
 OF2556| OF2559 HUDSON AZIMUTH MARK 1969              3.963 METERS 32602     |
 OF2556|---------------------------------------------------------------------|
 OF2556
 OF2556                          SUPERSEDED SURVEY CONTROL
 OF2556
 OF2556  NAD 83(1986)-  43 18 44.27689(N)    077 52 19.74684(W) AD(       ) 2
 OF2556  NAD 27      -  43 18 44.06106(N)    077 52 20.70417(W) AD(       ) 2
 OF2556  NGVD 29 (07/19/86)   89.2    (m)          293.     (f) VERT ANG       
 OF2556
 OF2556.Superseded values are not recommended for survey control.
 OF2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2556.See file dsdata.txt to determine how the superseded data were derived.
 OF2556
 OF2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6707999502(NAD 83)
 OF2556_MARKER: DD = SURVEY DISK
 OF2556_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2556
 OF2556  HISTORY     - Date     Condition        Report By
 OF2556  HISTORY     - 1969     MONUMENTED       NY-055
 OF2556  HISTORY     - 1974     GOOD             NY-055
 OF2556
 OF2556                          STATION DESCRIPTION
 OF2556
 OF2556'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2556'IN HAMLIN, ALONG BRICK SCHOOLHOUSE ROAD, 0.9 MILE EAST OF WILDER
 OF2556'ROAD, 0.28 MILE NORTHWEST OF TRIANGULATION STATION HUDSON, 1969,
 OF2556'13 FEET NORTH OF CENTER LINE OF BRICK SCHOOLHOUSE ROAD, 181 FEET
 OF2556'EAST OF EAST RANGE LINE AT HOUSE 2647 (MR. QUINLAN) 20.2 FEET
 OF2556'SOUTHEAST OF POLE NM 2661, 65.4 FEET NORTHEAST OF POLE (NO
 OF2556'NUMBER) ON SOUTH SIDE OF ROAD, 13 FEET SOUTHEAST OF AZ MK, 16.3
 OF2556'FEET SOUTH OF WITNESS POST, A STANDARD MONROE COUNTY GEODETIC
 OF2556'SURVEY DISK IN CONCRETE POST 0.7 FEET BELOW GROUND.
 OF2556
 OF2556                          STATION RECOVERY (1974)
 OF2556
 OF2556'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2556'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2631 ***********************************************************************
 OF2631  DESIGNATION -  469 7 1940
 OF2631  PID         -  OF2631
 OF2631  STATE/COUNTY-  NY/MONROE
 OF2631  USGS QUAD   -  HILTON (1976)
 OF2631
 OF2631                         *CURRENT SURVEY CONTROL
 OF2631  ___________________________________________________________________
 OF2631* NAD 83(1996)-  43 18 43.32781(N)    077 51 59.72875(W)     ADJUSTED  
 OF2631* NAVD 88     -        86.19   (+/-2cm)     282.8    (feet)  VERTCON   
 OF2631  ___________________________________________________________________
 OF2631  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 OF2631  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2631
 OF2631  HORZ ORDER  -  SECOND
 OF2631  VERT ORDER  -  THIRD ? (See Below)
 OF2631
 OF2631.The horizontal coordinates were established by classical geodetic methods
 OF2631.and adjusted by the National Geodetic Survey in January 1999..
 OF2631
 OF2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2631.The vertical order pertains to the NGVD 29 superseded value.
 OF2631
 OF2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2631
 OF2631.The geoid height was determined by GEOID03.
 OF2631
 OF2631;                    North         East     Units Scale Factor Converg.
 OF2631;SPC NY W     -   368,083.166   408,143.683   MT  0.99997907   +0 29 30.0
 OF2631;SPC NY W     - 1,207,619.52  1,339,051.40   sFT  0.99997907   +0 29 30.0
 OF2631;UTM  18      - 4,799,457.703   267,528.828   MT  1.00026484   -1 58 02.2
 OF2631
 OF2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2631!SPC NY W     -   0.99999208  x   0.99997907  =   0.99997115
 OF2631!UTM  18      -   0.99999208  x   1.00026484  =   1.00025692
 OF2631
 OF2631:                Primary Azimuth Mark                     Grid Az
 OF2631:SPC NY W     -  469 6 MCGS 1969                          273 11 49.3
 OF2631:UTM  18      -  469 6 MCGS 1969                          275 39 21.5
 OF2631
 OF2631|---------------------------------------------------------------------|
 OF2631| PID    Reference Object                     Distance      Geod. Az  |
 OF2631|                                                           dddmmss.s |
 OF2631| OF2556 469 6 MCGS 1969                     452.063 METERS 2734119.3 |
 OF2631| OF2559 HUDSON AZIMUTH MARK 1969            454.494 METERS 2740503.6 |
 OF2631|---------------------------------------------------------------------|
 OF2631
 OF2631                          SUPERSEDED SURVEY CONTROL
 OF2631
 OF2631  NAD 83(1986)-  43 18 43.33484(N)    077 51 59.72788(W) AD(       ) 2
 OF2631  NAD 27      -  43 18 43.11933(N)    077 52 00.68613(W) AD(       ) 2
 OF2631  NGVD 29 (07/19/86)   86.38   (m)          283.4    (f) LEVELING    3  
 OF2631
 OF2631.Superseded values are not recommended for survey control.
 OF2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2631.See file dsdata.txt to determine how the superseded data were derived.
 OF2631
 OF2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6752999458(NAD 83)
 OF2631_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2631
 OF2631  HISTORY     - Date     Condition        Report By
 OF2631  HISTORY     - 1940     MONUMENTED       CGS
 OF2631  HISTORY     - 1974     GOOD             NY-055
 OF2631
 OF2631                          STATION DESCRIPTION
 OF2631
 OF2631'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2631'IN HAMLIN ON S SIDE OF BRICK SCHOOLHOUSE RD, 1.25 MI E OF WILDER RD,
 OF2631'0.4 MI W OF WALKER RD, 19.8 FT S OF CL OF BRICK SCHOOLHOUSE RD, 3.8 FT
 OF2631'N OF UTILITY POLE N 14, AND 1.0 FT N OF MONROE COUNTY WITNESS POST.
 OF2631'STATION IS A STANDARD NYSS DISK STAMPED---469-7---IN CONCRETE POST 0.2
 OF2631'FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2565 ***********************************************************************
 OF2565  DESIGNATION -  469 7 MCGS 1969
 OF2565  PID         -  OF2565
 OF2565  STATE/COUNTY-  NY/MONROE
 OF2565  USGS QUAD   -  HILTON (1976)
 OF2565
 OF2565                         *CURRENT SURVEY CONTROL
 OF2565  ___________________________________________________________________
 OF2565* NAD 83(1996)-  43 18 43.46022(N)    077 52 01.51869(W)     ADJUSTED  
 OF2565* NAVD 88     -        87.0    (meters)     285.     (feet)  VERTCON   
 OF2565  ___________________________________________________________________
 OF2565  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 OF2565  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF2565
 OF2565  HORZ ORDER  -  SECOND
 OF2565
 OF2565.The horizontal coordinates were established by classical geodetic methods
 OF2565.and adjusted by the National Geodetic Survey in January 1999..
 OF2565
 OF2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2565
 OF2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2565
 OF2565.The geoid height was determined by GEOID03.
 OF2565
 OF2565;                    North         East     Units Scale Factor Converg.
 OF2565;SPC NY W     -   368,086.906   408,103.313   MT  0.99997901   +0 29 28.8
 OF2565;SPC NY W     - 1,207,631.79  1,338,918.95   sFT  0.99997901   +0 29 28.8
 OF2565;UTM  18      - 4,799,463.173   267,488.644   MT  1.00026507   -1 58 03.4
 OF2565
 OF2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2565!SPC NY W     -   0.99999196  x   0.99997901  =   0.99997097
 OF2565!UTM  18      -   0.99999196  x   1.00026507  =   1.00025702
 OF2565
 OF2565:                Primary Azimuth Mark                     Grid Az
 OF2565:SPC NY W     -  HUDSON                                   209 34 34.9
 OF2565:UTM  18      -  HUDSON                                   212 02 07.1
 OF2565
 OF2565|---------------------------------------------------------------------|
 OF2565| PID    Reference Object                     Distance      Geod. Az  |
 OF2565|                                                           dddmmss.s |
 OF2565| OF2563 HUDSON                              452.441 METERS 2100403.7 |
 OF2565| OF2556 469 6 MCGS 1969                     411.549 METERS 2732854.9 |
 OF2565| OF2559 HUDSON AZIMUTH MARK 1969            413.971 METERS 2735502.9 |
 OF2565|---------------------------------------------------------------------|
 OF2565
 OF2565                          SUPERSEDED SURVEY CONTROL
 OF2565
 OF2565  NAD 83(1986)-  43 18 43.46724(N)    077 52 01.51783(W) AD(       ) 2
 OF2565  NAD 27      -  43 18 43.25178(N)    077 52 02.47585(W) AD(       ) 2
 OF2565  NGVD 29 (07/19/86)   87.2    (m)          286.     (f) VERT ANG       
 OF2565
 OF2565.Superseded values are not recommended for survey control.
 OF2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2565.See file dsdata.txt to determine how the superseded data were derived.
 OF2565
 OF2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6748999463(NAD 83)
 OF2565_MARKER: DD = SURVEY DISK
 OF2565_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2565
 OF2565  HISTORY     - Date     Condition        Report By
 OF2565  HISTORY     - 1969     MONUMENTED       NY-055
 OF2565  HISTORY     - 1974     GOOD             NY-055
 OF2565
 OF2565                          STATION DESCRIPTION
 OF2565
 OF2565'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2565'IN HAMLIN, ALONG BRICK SCHOOLHOUSE ROAD, 0.4 MILE WEST OF
 OF2565'WALKER-LAKE ONTARIO ROAD, 0.45 MILE NORTHEAST OF TRIANGULATION
 OF2565'STATION HUDSON 1969, 12.5 FEET SOUTH OF CENTER LINE OF BRICK
 OF2565'SCHOOLHOUSE ROAD, 132.5 FEET WEST OF U.S. MARKER, 197 FEET EAST
 OF2565'OF POLE 203 RTC 75 ON SOUTH SIDE OF ROAD, 269.3 FEET EAST OF
 OF2565'UNDER GROUND CABLE WARNING SIGN, 43 FEET NORTH OF FIRST ROW OF
 OF2565'TREES OF THE ORCHARD PARALLEL WITH ROAD, 45.5 FEET SOUTHWEST OF
 OF2565'POLE NM 2555, 240 FEET SOUTHEAST OF POLE NM 2573,
 OF2565'
 OF2565'STATION IS A STANDARD MCGS DISK IN CONCRETE POST
 OF2565
 OF2565                          STATION RECOVERY (1974)
 OF2565
 OF2565'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2565'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2662 ***********************************************************************
 OF2662  DESIGNATION -  469 NYGS 1969
 OF2662  PID         -  OF2662
 OF2662  STATE/COUNTY-  NY/MONROE
 OF2662  USGS QUAD   -  HAMLIN (1978)
 OF2662
 OF2662                         *CURRENT SURVEY CONTROL
 OF2662  ___________________________________________________________________
 OF2662* NAD 83(1996)-  43 18 47.97997(N)    077 55 26.57800(W)     ADJUSTED  
 OF2662* NAVD 88     -        98.00   (+/-2cm)     321.5    (feet)  VERTCON   
 OF2662  ___________________________________________________________________
 OF2662  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 OF2662  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF2662
 OF2662  HORZ ORDER  -  SECOND
 OF2662  VERT ORDER  -  THIRD ? (See Below)
 OF2662
 OF2662.The horizontal coordinates were established by classical geodetic methods
 OF2662.and adjusted by the National Geodetic Survey in January 1999..
 OF2662
 OF2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2662.The vertical order pertains to the NGVD 29 superseded value.
 OF2662
 OF2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2662
 OF2662.The geoid height was determined by GEOID03.
 OF2662
 OF2662;                    North         East     Units Scale Factor Converg.
 OF2662;SPC NY W     -   368,188.330   403,481.408   MT  0.99997267   +0 27 08.2
 OF2662;SPC NY W     - 1,207,964.55  1,323,755.25   sFT  0.99997267   +0 27 08.2
 OF2662;UTM  18      - 4,799,762.896   262,873.950   MT  1.00029173   -2 00 24.5
 OF2662;UTM  17      - 4,800,205.784   749,445.176   MT  1.00036548   +2 06 40.1
 OF2662
 OF2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2662!SPC NY W     -   0.99999023  x   0.99997267  =   0.99996290
 OF2662!UTM  18      -   0.99999023  x   1.00029173  =   1.00028196
 OF2662!UTM  17      -   0.99999023  x   1.00036548  =   1.00035571
 OF2662
 OF2662                          SUPERSEDED SURVEY CONTROL
 OF2662
 OF2662  NAD 83(1986)-  43 18 47.98713(N)    077 55 26.57727(W) AD(       ) 2
 OF2662  NAD 27      -  43 18 47.77336(N)    077 55 27.52833(W) AD(       ) 2
 OF2662  NGVD 29 (07/19/86)   98.19   (m)          322.1    (f) LEVELING    3  
 OF2662
 OF2662.Superseded values are not recommended for survey control.
 OF2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2662.See file dsdata.txt to determine how the superseded data were derived.
 OF2662
 OF2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6287499763(NAD 83)
 OF2662_MARKER: DD = SURVEY DISK
 OF2662_SETTING: 0 = UNSPECIFIED SETTING
 OF2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2662
 OF2662  HISTORY     - Date     Condition        Report By
 OF2662  HISTORY     - 1935     MONUMENTED       NYGS
 OF2662  HISTORY     - 1969     GOOD             CGS
 OF2662  HISTORY     - 1971     SEE DESCRIPTION  NY-055
 OF2662  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2662
 OF2662                          STATION DESCRIPTION
 OF2662
 OF2662'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2662'IN HAMLIN, AT SOUTHWEST CORNER OF JUNCTION OF LAKE ROAD (WEST
 OF2662'FORK) AND BRICK SCHOOLHOUSE ROAD, 25.5 FEET WEST OF CENTER LINE
 OF2662'OF WEST FORK, 87 FEET SOUTH OF CENTER LINE OF SCHOOLHOUSE ROAD,
 OF2662'166 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE J.F. PRIEM HOUSE,
 OF2662'100 FEET SOUTHWEST OF NORTH HEAD WALL OF CONCRETE CULVERT UNDER
 OF2662'SCHOOLHOUSE ROAD, AND 70 FEET SOUTHWEST OF CORNERPOST AT
 OF2662'INTERSECTION OF EAST RIGHT-OF-WAY AND SOUTH RIGHT-OF-WAY FENCES
 OF2662'AT JUNCTION.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2662'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2662
 OF2662                          STATION RECOVERY (1969)
 OF2662
 OF2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2662'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2662'
 OF2662'IN HAMLIN, ABOUT 0.5 MILE SOUTHEAST OF TRIANGULATION STATION
 OF2662'PARISH, 1969.  AT THE SOUTHWEST CORNER OF JUNCTION OF LAKE ROAD
 OF2662'WEST FORK AND BRICK SCHOOLHOUSE ROAD.
 OF2662'
 OF2662'25.5 FEET WEST OF CENTER LINE OF WEST FORK ROAD
 OF2662'
 OF2662'87 FEET SOUTH OF CENTER LINE OF BRICK SCHOOLHOUSE ROAD.
 OF2662'
 OF2662'166.6 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE AT THE
 OF2662'NORTHEAST CORNER OF INTERSECTION.
 OF2662'
 OF2662'136.5 FEET SOUTH OF SOUTH RANGE LINE OF HOUSE AT NORTHEAST
 OF2662'CORNER (FORMERLY KNOWN AS J.F. PRIEM HOUSE).
 OF2662'
 OF2662'51.8 FEET WEST OF POLE 201 RTC 34.
 OF2662'
 OF2662'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2662'STANDARD DISK IN CONCRETE AND 0.9 FOOT ABOVE GROUND.
 OF2662
 OF2662                          STATION RECOVERY (1971)
 OF2662
 OF2662'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (SJC)
 OF2662'STATION DESTROYED.
 OF2662
 OF2662                          STATION RECOVERY (1994)
 OF2662
 OF2662'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1791 ***********************************************************************
 PH1791  DESIGNATION -  47
 PH1791  PID         -  PH1791
 PH1791  STATE/COUNTY-  NY/ST LAWRENCE
 PH1791  USGS QUAD   -  MASSENA (1964)
 PH1791
 PH1791                         *CURRENT SURVEY CONTROL
 PH1791  ___________________________________________________________________
 PH1791* NAD 83(1996)-  44 59 47.26847(N)    074 54 18.90710(W)     ADJUSTED  
 PH1791* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1791  ___________________________________________________________________
 PH1791  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 PH1791  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 PH1791
 PH1791  HORZ ORDER  -  THIRD
 PH1791
 PH1791.The horizontal coordinates were established by classical geodetic methods
 PH1791.and adjusted by the National Geodetic Survey in January 1999..
 PH1791
 PH1791.The orthometric height was scaled from a topographic map.
 PH1791
 PH1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1791
 PH1791.The geoid height was determined by GEOID03.
 PH1791
 PH1791;                    North         East     Units Scale Factor Converg.
 PH1791;SPC NY E     -   684,561.128   118,048.394   MT  0.99991255   -0 17 11.5
 PH1791;SPC NY E     - 2,245,930.97    387,297.11   sFT  0.99991255   -0 17 11.5
 PH1791;UTM  18      - 4,982,561.902   507,468.053   MT  0.99960069   +0 04 01.2
 PH1791
 PH1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1791!SPC NY E     -   0.99999296  x   0.99991255  =   0.99990551
 PH1791!UTM  18      -   0.99999296  x   0.99960069  =   0.99959365
 PH1791
 PH1791:                Primary Azimuth Mark                     Grid Az
 PH1791:SPC NY E     -  LONG SAULT W T IBC                       015 45 51.3
 PH1791:UTM  18      -  LONG SAULT W T IBC                       015 24 38.6
 PH1791
 PH1791|---------------------------------------------------------------------|
 PH1791| PID    Reference Object                     Distance      Geod. Az  |
 PH1791|                                                           dddmmss.s |
 PH1791| PH2308 LONG SAULT W T IBC                  APPROX. 4.5 KM 0152839.8 |
 PH1791| PH1788 H 6 C H S                           APPROX. 0.8 KM 1434212.1 |
 PH1791| PH1790 REF MON 17 59                        24.593 METERS 15051     |
 PH1791| PH1789 H 7 C H S                           141.217 METERS 16208     |
 PH1791| PH1803 H 8 C H S                           APPROX. 2.8 KM 2294539.6 |
 PH1791| PH1817 REF MON 21                          APPROX. 5.6 KM 2521609.6 |
 PH1791|---------------------------------------------------------------------|
 PH1791
 PH1791                          SUPERSEDED SURVEY CONTROL
 PH1791
 PH1791  NAD 83(1986)-  44 59 47.26927(N)    074 54 18.91530(W) AD(       ) 3
 PH1791  NAD 27      -  44 59 47.08800(N)    074 54 20.24900(W) AD(       ) 3
 PH1791
 PH1791.Superseded values are not recommended for survey control.
 PH1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1791.See file dsdata.txt to determine how the superseded data were derived.
 PH1791
 PH1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0746882562(NAD 83)
 PH1791_MARKER: DD = SURVEY DISK
 PH1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1791
 PH1791  HISTORY     - Date     Condition        Report By
 PH1791  HISTORY     - 1938     MONUMENTED       IBWC
 PH1791  HISTORY     - 1963     GOOD             IBC
 PH1791
 PH1791                          STATION DESCRIPTION
 PH1791
 PH1791'DESCRIBED BY INT BDRY WTR COMM 1938
 PH1791'ON PHILPOTTS ISLAND, IN THE PICNIC GROUNDS SOUTH OF LONG SAULT
 PH1791'PARKWAY.  THE STATION IS ABOUT 33 FEET NORTH OF THE NORTHERN EDGE OF
 PH1791'THE CONCRETE ROADBED OF OLD HIGHWAY NO 2, AND ABOUT 275 FEET NORTH OF
 PH1791'THE LAKE SHORE.  THE WESTERLY OF 3 LARGE MANITOBA MAPLES LIES
 PH1791'EASTERLY DISTANT 69.4 FEET.  A 6 - INCH ELM LIES WESTERLY, DISTANT
 PH1791'11.9 FEET.
 PH1791'
 PH1791'STATION MARK--THE STATION IS MARKED BY A SUB - SURFACE MARK WHICH
 PH1791'CONSISTS OF A DRILL HOLE WITHIN A TRIANGLE CUT IN THE TOP OF A ROCK
 PH1791'ABOUT 2-1/2 FEET UNDERGROUND.  SURFACE MARK WAS ESTABLISHED IN 1938
 PH1791'CONSISTING OF AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1791'BRONZE - DISK SET IN A 6 - INCH CYLINDER OF CONCRETE.  REFERENCE MARK
 PH1791'1 IS A DRILL HOLE AND CROSS CUT IN A BOULDER 3 BY 4 BY ONE FOOT HIGH.
 PH1791'THE STATION IS ALSO REFERENCED BY REFERENCE MONUMENT 17 - 59.
 PH1791
 PH1791                          STATION RECOVERY (1963)
 PH1791
 PH1791'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1791'THE SURFACE MARK WAS ABOUT 6 INCHES BELOW GROUND LEVEL IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0702 ***********************************************************************
 MZ0702  DESIGNATION -  470
 MZ0702  PID         -  MZ0702
 MZ0702  STATE/COUNTY-  NY/COLUMBIA
 MZ0702  USGS QUAD   -  CHATHAM (1980)
 MZ0702
 MZ0702                         *CURRENT SURVEY CONTROL
 MZ0702  ___________________________________________________________________
 MZ0702* NAD 83(1986)-  42 21 46.     (N)    073 35 49.     (W)     SCALED    
 MZ0702* NAVD 88     -       143.084  (meters)     469.43   (feet)  ADJUSTED  
 MZ0702  ___________________________________________________________________
 MZ0702  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 MZ0702  DYNAMIC HT  -         143.035 (meters)     469.27  (feet)  COMP
 MZ0702  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 MZ0702
 MZ0702  VERT ORDER  -  FIRST     CLASS II
 MZ0702
 MZ0702.The horizontal coordinates were scaled from a topographic map and have
 MZ0702.an estimated accuracy of +/- 6 seconds.
 MZ0702
 MZ0702.The orthometric height was determined by differential leveling
 MZ0702.and adjusted by the National Geodetic Survey in June 1991..
 MZ0702
 MZ0702.The geoid height was determined by GEOID03.
 MZ0702
 MZ0702.The dynamic height is computed by dividing the NAVD 88
 MZ0702.geopotential number by the normal gravity value computed on the
 MZ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0702.degrees latitude (g = 980.6199 gals.).
 MZ0702
 MZ0702.The modeled gravity was interpolated from observed gravity values.
 MZ0702
 MZ0702;                    North         East    Units  Estimated Accuracy
 MZ0702;SPC NY E     -   392,290.      224,390.      MT  (+/- 180 meters Scaled)
 MZ0702
 MZ0702                          SUPERSEDED SURVEY CONTROL
 MZ0702
 MZ0702  NGVD 29 (??/??/92)  143.264  (m)          470.03   (f) ADJ UNCH    1 2
 MZ0702
 MZ0702.Superseded values are not recommended for survey control.
 MZ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0702.See file dsdata.txt to determine how the superseded data were derived.
 MZ0702
 MZ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM155910(NAD 83)
 MZ0702_MARKER: Z = SEE DESCRIPTION
 MZ0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0702_SP_SET: BUILDING
 MZ0702_STAMPING: ALBANY 470
 MZ0702_MARK LOGO: NONE  
 MZ0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0702
 MZ0702  HISTORY     - Date     Condition        Report By
 MZ0702  HISTORY     - UNK      MONUMENTED       USGS
 MZ0702  HISTORY     - 1933     GOOD             NGS
 MZ0702  HISTORY     - 1980     GOOD             NGS
 MZ0702  HISTORY     - 1985     GOOD             USPSQD
 MZ0702  HISTORY     - 1988     GOOD             USPSQD
 MZ0702  HISTORY     - 20030908 GOOD             MJENGR
 MZ0702
 MZ0702                          STATION DESCRIPTION
 MZ0702
 MZ0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0702'AT CHATHAM.
 MZ0702'ON BOSTON AND ALBANY RAILROAD, ON S FACE OF UNITED CIGAR STORE, 100
 MZ0702'YARDS NE OF STATION, 3 FEET W OF SE CORNER OF BUILDING, 36 FEET W OF
 MZ0702'CENTER LINE OF PARK ROW, 2 1/2 FEET ABOVE SIDEWALK.
 MZ0702
 MZ0702                          STATION RECOVERY (1980)
 MZ0702
 MZ0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MZ0702'RECOVERED IN GOOD CONDITION.
 MZ0702
 MZ0702                          STATION RECOVERY (1985)
 MZ0702
 MZ0702'RECOVERY NOTE BY US POWER SQUADRON 1985
 MZ0702'BUILDING IS NOW OCCUPIED BY 'THE GENTLEMEN'S SHOPPE'.
 MZ0702
 MZ0702                          STATION RECOVERY (1988)
 MZ0702
 MZ0702'RECOVERY NOTE BY US POWER SQUADRON 1988 (BF)
 MZ0702'RECOVERED IN GOOD CONDITION.
 MZ0702
 MZ0702                          STATION RECOVERY (2003)
 MZ0702
 MZ0702'RECOVERY NOTE BY MJ ENGINEERING + LAND SURVEYING, PC 2003 (MJF)
 MZ0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1469 ***********************************************************************
 OF1469  DESIGNATION -  4700 MCGS 1971
 OF1469  PID         -  OF1469
 OF1469  STATE/COUNTY-  NY/MONROE
 OF1469  USGS QUAD   -  FAIRPORT (1978)
 OF1469
 OF1469                         *CURRENT SURVEY CONTROL
 OF1469  ___________________________________________________________________
 OF1469* NAD 83(1996)-  43 06 30.28476(N)    077 26 30.33035(W)     ADJUSTED  
 OF1469* NAVD 88     -       152.6    (meters)     501.     (feet)  VERTCON   
 OF1469  ___________________________________________________________________
 OF1469  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 OF1469  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF1469
 OF1469  HORZ ORDER  -  SECOND
 OF1469
 OF1469.The horizontal coordinates were established by classical geodetic methods
 OF1469.and adjusted by the National Geodetic Survey in January 1999..
 OF1469
 OF1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1469
 OF1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1469
 OF1469.The geoid height was determined by GEOID03.
 OF1469
 OF1469;                    North         East     Units Scale Factor Converg.
 OF1469;SPC NY W     -   345,845.833   442,915.909   MT  1.00004367   +0 46 48.7
 OF1469;SPC NY W     - 1,134,662.54  1,453,133.28   sFT  1.00004367   +0 46 48.7
 OF1469;UTM  18      - 4,775,747.926   301,322.495   MT  1.00008561   -1 40 09.1
 OF1469
 OF1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1469!SPC NY W     -   0.99998162  x   1.00004367  =   1.00002529
 OF1469!UTM  18      -   0.99998162  x   1.00008561  =   1.00006723
 OF1469
 OF1469|---------------------------------------------------------------------|
 OF1469| PID    Reference Object                     Distance      Geod. Az  |
 OF1469|                                                           dddmmss.s |
 OF1469| OF1449 008 MCGS 1969                       137.387 METERS 00032     |
 OF1469| OF1479 009                                 405.491 METERS 1823842.8 |
 OF1469|---------------------------------------------------------------------|
 OF1469
 OF1469                          SUPERSEDED SURVEY CONTROL
 OF1469
 OF1469  NAD 83(1986)-  43 06 30.29335(N)    077 26 30.32838(W) AD(       ) 2
 OF1469  NAD 27      -  43 06 30.06594(N)    077 26 31.34886(W) AD(       ) 2
 OF1469  NGVD 29 (07/19/86)  152.8    (m)          501.     (f) VERT ANG       
 OF1469
 OF1469.Superseded values are not recommended for survey control.
 OF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1469.See file dsdata.txt to determine how the superseded data were derived.
 OF1469
 OF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0132275748(NAD 83)
 OF1469_MARKER: DD = SURVEY DISK
 OF1469_SETTING: 0 = UNSPECIFIED SETTING
 OF1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1469+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1469
 OF1469  HISTORY     - Date     Condition        Report By
 OF1469  HISTORY     - 1971     MONUMENTED       NY-055
 OF1469  HISTORY     - 1973     GOOD             NY-055
 OF1469  HISTORY     - 19950719 GOOD             USPSQD
 OF1469  HISTORY     - 20050507 GOOD             USPSQD
 OF1469
 OF1469                          STATION DESCRIPTION
 OF1469
 OF1469'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1469'IN PERINTON, IN N.E. CORNER OF INTERSECTION OF WHITNEY RD. AND
 OF1469'NINE MILE POINT.
 OF1469'
 OF1469'22.6 FT N.W. OF RTC MH
 OF1469'
 OF1469'9.9 FT N. OF CENTERLINE WHITNEY RD.
 OF1469'
 OF1469'12.6 FT E. OF CENTERLINE NINE MILE POINT ROAD
 OF1469'
 OF1469'MON. IS A MONROE COUNTY STANDARD DISK IN A PRECAST COLUMN
 OF1469'0.5 FT BELOW GRADE WITH A CAST IRON FRAME AND COVER SET AT GRADE.
 OF1469
 OF1469                          STATION RECOVERY (1973)
 OF1469
 OF1469'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1469'PREVIOUS DESCRIPTION IS ADEQUATE
 OF1469
 OF1469                          STATION RECOVERY (1995)
 OF1469
 OF1469'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1469'RECOVERED IN GOOD CONDITION.
 OF1469
 OF1469                          STATION RECOVERY (2005)
 OF1469
 OF1469'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1468 ***********************************************************************
 OF1468  DESIGNATION -  4701 MCGS 1971
 OF1468  PID         -  OF1468
 OF1468  STATE/COUNTY-  NY/MONROE
 OF1468  USGS QUAD   -  FAIRPORT (1978)
 OF1468
 OF1468                         *CURRENT SURVEY CONTROL
 OF1468  ___________________________________________________________________
 OF1468* NAD 83(1996)-  43 06 30.53490(N)    077 26 47.73330(W)     ADJUSTED  
 OF1468* NAVD 88     -       135.7    (meters)     445.     (feet)  VERTCON   
 OF1468  ___________________________________________________________________
 OF1468  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OF1468  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF1468
 OF1468  HORZ ORDER  -  SECOND
 OF1468
 OF1468.The horizontal coordinates were established by classical geodetic methods
 OF1468.and adjusted by the National Geodetic Survey in January 1999..
 OF1468
 OF1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1468
 OF1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1468
 OF1468.The geoid height was determined by GEOID03.
 OF1468
 OF1468;                    North         East     Units Scale Factor Converg.
 OF1468;SPC NY W     -   345,848.205   442,522.336   MT  1.00004277   +0 46 36.8
 OF1468;SPC NY W     - 1,134,670.32  1,451,842.03   sFT  1.00004277   +0 46 36.8
 OF1468;UTM  18      - 4,775,767.116   300,929.366   MT  1.00008753   -1 40 21.0
 OF1468
 OF1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1468!SPC NY W     -   0.99998427  x   1.00004277  =   1.00002704
 OF1468!UTM  18      -   0.99998427  x   1.00008753  =   1.00007180
 OF1468
 OF1468|---------------------------------------------------------------------|
 OF1468| PID    Reference Object                     Distance      Geod. Az  |
 OF1468|                                                           dddmmss.s |
 OF1468| OF1469 4700 MCGS 1971                      393.563 METERS 09107     |
 OF1468| OF1467 4702 MCGS 1971                      353.143 METERS 27121     |
 OF1468|---------------------------------------------------------------------|
 OF1468
 OF1468                          SUPERSEDED SURVEY CONTROL
 OF1468
 OF1468  NAD 83(1986)-  43 06 30.54347(N)    077 26 47.73134(W) AD(       ) 2
 OF1468  NAD 27      -  43 06 30.31623(N)    077 26 48.75107(W) AD(       ) 2
 OF1468  NGVD 29 (07/19/86)  135.9    (m)          446.     (f) VERT ANG       
 OF1468
 OF1468.Superseded values are not recommended for survey control.
 OF1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1468.See file dsdata.txt to determine how the superseded data were derived.
 OF1468
 OF1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0092975767(NAD 83)
 OF1468_MARKER: DD = SURVEY DISK
 OF1468_SETTING: 0 = UNSPECIFIED SETTING
 OF1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1468
 OF1468  HISTORY     - Date     Condition        Report By
 OF1468  HISTORY     - 1971     MONUMENTED       NY-055
 OF1468  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1468
 OF1468                          STATION DESCRIPTION
 OF1468
 OF1468'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1468'IN PERINTON, ON N. SIDE OF WHITNEY RD., N.W. OF THE INTERSECTION
 OF1468'WHITNEY RD. AND ELM ST.
 OF1468'
 OF1468'20.3 FT W. OF CENTERLINE ELM ST. EXTENDED NORTH
 OF1468'
 OF1468'38.0 FT N.W. OF MH
 OF1468'
 OF1468'13.4 FT N. OF CENTERLINE WHITNEY RD.
 OF1468'
 OF1468'70.4 FT N.E. OF N.E. CORNER OF HOUSE 875
 OF1468'
 OF1468'32.1 FT E. OF E. RANGELINE OF HOUSE 875
 OF1468'
 OF1468'16.5 FT S.E. OF UTILITY POLE FMC 720-4, 290 RTC 35
 OF1468'
 OF1468'4.9 FT S. OF MONROE COUNTY WITNESS POST
 OF1468'
 OF1468'MON. IS A MONROE COUNTY STANDARD DISK SET IN A CAST-IN-PLACE
 OF1468'CONCRETE COLUMN 0.6 FT BELOW GRADE
 OF1468
 OF1468                          STATION RECOVERY (1995)
 OF1468
 OF1468'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0010 ***********************************************************************
 NC0010  DESIGNATION -  47.02
 NC0010  PID         -  NC0010
 NC0010  STATE/COUNTY-  NY/WYOMING
 NC0010  USGS QUAD   -  CASTILE (1976)
 NC0010
 NC0010                         *CURRENT SURVEY CONTROL
 NC0010  ___________________________________________________________________
 NC0010* NAD 83(1986)-  42 42 03.     (N)    078 07 02.     (W)     SCALED    
 NC0010* NAVD 88     -       385.16   (+/-2cm)    1263.6    (feet)  VERTCON   
 NC0010  ___________________________________________________________________
 NC0010  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NC0010
 NC0010  VERT ORDER  -  THIRD (See Below)
 NC0010
 NC0010.The horizontal coordinates were scaled from a topographic map and have
 NC0010.an estimated accuracy of +/- 6 seconds.
 NC0010
 NC0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0010.The vertical order pertains to the NGVD 29 superseded value.
 NC0010
 NC0010.The geoid height was determined by GEOID03.
 NC0010
 NC0010;                    North         East    Units  Estimated Accuracy
 NC0010;SPC NY W     -   300,040.      388,190.      MT  (+/- 180 meters Scaled)
 NC0010
 NC0010                          SUPERSEDED SURVEY CONTROL
 NC0010
 NC0010  NGVD 29 (??/??/??)  385.31   (m)         1264.1    (f) RESET       3  
 NC0010
 NC0010.Superseded values are not recommended for survey control.
 NC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0010.See file dsdata.txt to determine how the superseded data were derived.
 NC0010
 NC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH361316(NAD 83)
 NC0010_MARKER: Z = SEE DESCRIPTION
 NC0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0010_SP_SET: CULVERT
 NC0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0010
 NC0010  HISTORY     - Date     Condition        Report By
 NC0010  HISTORY     - UNK      MONUMENTED       BORR
 NC0010  HISTORY     - 1929     GOOD             NGS
 NC0010  HISTORY     - 1972     MARK NOT FOUND   USGS
 NC0010
 NC0010                          STATION DESCRIPTION
 NC0010
 NC0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0010'4.5 MI S FROM WARSAW.
 NC0010'ON CULVERT 47.-2, ON COPING ON RIGHT SIDE OF TRACK, AT CENTERLINE OF
 NC0010'CULVERT.
 NC0010
 NC0010                          STATION RECOVERY (1972)
 NC0010
 NC0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NC0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1467 ***********************************************************************
 OF1467  DESIGNATION -  4702 MCGS 1971
 OF1467  PID         -  OF1467
 OF1467  STATE/COUNTY-  NY/MONROE
 OF1467  USGS QUAD   -  FAIRPORT (1978)
 OF1467
 OF1467                         *CURRENT SURVEY CONTROL
 OF1467  ___________________________________________________________________
 OF1467* NAD 83(1996)-  43 06 30.80314(N)    077 27 03.34764(W)     ADJUSTED  
 OF1467* NAVD 88     -       140.5    (meters)     461.     (feet)  VERTCON   
 OF1467  ___________________________________________________________________
 OF1467  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 OF1467  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF1467
 OF1467  HORZ ORDER  -  SECOND
 OF1467
 OF1467.The horizontal coordinates were established by classical geodetic methods
 OF1467.and adjusted by the National Geodetic Survey in January 1999..
 OF1467
 OF1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1467
 OF1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1467
 OF1467.The geoid height was determined by GEOID03.
 OF1467
 OF1467;                    North         East     Units Scale Factor Converg.
 OF1467;SPC NY W     -   345,851.704   442,169.195   MT  1.00004197   +0 46 26.1
 OF1467;SPC NY W     - 1,134,681.80  1,450,683.43   sFT  1.00004197   +0 46 26.1
 OF1467;UTM  18      - 4,775,785.706   300,576.681   MT  1.00008926   -1 40 31.7
 OF1467
 OF1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1467!SPC NY W     -   0.99998352  x   1.00004197  =   1.00002548
 OF1467!UTM  18      -   0.99998352  x   1.00008926  =   1.00007277
 OF1467
 OF1467|---------------------------------------------------------------------|
 OF1467| PID    Reference Object                     Distance      Geod. Az  |
 OF1467|                                                           dddmmss.s |
 OF1467| OF1468 4701 MCGS 1971                      353.143 METERS 09121     |
 OF1467|---------------------------------------------------------------------|
 OF1467
 OF1467                          SUPERSEDED SURVEY CONTROL
 OF1467
 OF1467  NAD 83(1986)-  43 06 30.81169(N)    077 27 03.34570(W) AD(       ) 2
 OF1467  NAD 27      -  43 06 30.58459(N)    077 27 04.36473(W) AD(       ) 2
 OF1467  NGVD 29 (07/19/86)  140.7    (m)          462.     (f) VERT ANG       
 OF1467
 OF1467.Superseded values are not recommended for survey control.
 OF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1467.See file dsdata.txt to determine how the superseded data were derived.
 OF1467
 OF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0057775786(NAD 83)
 OF1467_MARKER: DD = SURVEY DISK
 OF1467_SETTING: 0 = UNSPECIFIED SETTING
 OF1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1467
 OF1467  HISTORY     - Date     Condition        Report By
 OF1467  HISTORY     - 1971     MONUMENTED       NY-055
 OF1467  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1467
 OF1467                          STATION DESCRIPTION
 OF1467
 OF1467'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1467'IN PERINTON, ON N. SIDE OF WHITNEY RD., 0.6 MI. E. OF BAIRD
 OF1467'RD. AND 0.5 MI. W. OF NINE MILE POINT RD.
 OF1467'
 OF1467'23.4 FT S.E. OF UTILITY POLE, RTC 26, FMC 6-14
 OF1467'
 OF1467'67.6 FT S.E. OF S.W. CORNER OF HOUSE 786
 OF1467'
 OF1467'2.6 FT S. OF TRAFFIC SIGN
 OF1467'
 OF1467'70.5 FT S.W. OF S.E. CORNER OF HOUSE 786
 OF1467'
 OF1467'15.9 FT N. OF CENTERLINE WHITNEY RD.
 OF1467'
 OF1467'0.9 FT S. OF MONROE COUNTY WITNESS POST
 OF1467'
 OF1467'MON. IS A MONROE COUNTY STANDARD DISK SET IN A CAST-IN-PLACE
 OF1467'CONC. COLUMN 0.4 FT BELOW GRADE.
 OF1467
 OF1467                          STATION RECOVERY (1995)
 OF1467
 OF1467'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1466 ***********************************************************************
 OF1466  DESIGNATION -  4703 MCGS 1971
 OF1466  PID         -  OF1466
 OF1466  STATE/COUNTY-  NY/MONROE
 OF1466  USGS QUAD   -  FAIRPORT (1978)
 OF1466
 OF1466                         *CURRENT SURVEY CONTROL
 OF1466  ___________________________________________________________________
 OF1466* NAD 83(1996)-  43 06 31.17008(N)    077 27 41.29613(W)     ADJUSTED  
 OF1466* NAVD 88     -       130.9    (meters)     429.     (feet)  VERTCON   
 OF1466  ___________________________________________________________________
 OF1466  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OF1466  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF1466
 OF1466  HORZ ORDER  -  SECOND
 OF1466
 OF1466.The horizontal coordinates were established by classical geodetic methods
 OF1466.and adjusted by the National Geodetic Survey in January 1999..
 OF1466
 OF1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1466
 OF1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1466
 OF1466.The geoid height was determined by GEOID03.
 OF1466
 OF1466;                    North         East     Units Scale Factor Converg.
 OF1466;SPC NY W     -   345,851.491   441,311.057   MT  1.00004003   +0 46 00.2
 OF1466;SPC NY W     - 1,134,681.10  1,447,868.03   sFT  1.00004003   +0 46 00.2
 OF1466;UTM  18      - 4,775,822.169   299,719.275   MT  1.00009348   -1 40 57.7
 OF1466
 OF1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1466!SPC NY W     -   0.99998502  x   1.00004003  =   1.00002505
 OF1466!UTM  18      -   0.99998502  x   1.00009348  =   1.00007850
 OF1466
 OF1466:                Primary Azimuth Mark                     Grid Az
 OF1466:SPC NY W     -  4702 MCGS 1971                           089 59 08.8
 OF1466:UTM  18      -  4702 MCGS 1971                           092 26 06.7
 OF1466
 OF1466|---------------------------------------------------------------------|
 OF1466| PID    Reference Object                     Distance      Geod. Az  |
 OF1466|                                                           dddmmss.s |
 OF1466| OF1467 4702 MCGS 1971                      APPROX. 0.9 KM 0904509.0 |
 OF1466| OF1465 4704 MCGS 1971                      296.879 METERS 30609     |
 OF1466|---------------------------------------------------------------------|
 OF1466
 OF1466                          SUPERSEDED SURVEY CONTROL
 OF1466
 OF1466  NAD 83(1986)-  43 06 31.17858(N)    077 27 41.29420(W) AD(       ) 2
 OF1466  NAD 27      -  43 06 30.95184(N)    077 27 42.31179(W) AD(       ) 2
 OF1466  NGVD 29 (07/19/86)  131.1    (m)          430.     (f) VERT ANG       
 OF1466
 OF1466.Superseded values are not recommended for survey control.
 OF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1466.See file dsdata.txt to determine how the superseded data were derived.
 OF1466
 OF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9971975822(NAD 83)
 OF1466_MARKER: DD = SURVEY DISK
 OF1466_SETTING: 0 = UNSPECIFIED SETTING
 OF1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1466+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1466
 OF1466  HISTORY     - Date     Condition        Report By
 OF1466  HISTORY     - 1971     MONUMENTED       NY-055
 OF1466  HISTORY     - 19950719 GOOD             USPSQD
 OF1466  HISTORY     - 20050507 GOOD             USPSQD
 OF1466
 OF1466                          STATION DESCRIPTION
 OF1466
 OF1466'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1466'IN PERINTON, ON S. SIDE OF WHITNEY RD., O.2 MI. E. OF BAIRD
 OF1466'RD. AND 0.9 MI. W. OF NINE MILE PT. RD., IN PARKING LOT OF
 OF1466'PLASTIC POOLS CO. 37.6 FT. N.E. OF N.E. CORNER OF PLASTIC POOLS
 OF1466'CO. BLDG. (1 STORY CONC. BLOCK BLDG.)
 OF1466'
 OF1466'8.9 FT E. OF E. RANGELINE OF ABOVE MENTIONED BLDG.
 OF1466'
 OF1466'21.8 FT E. OF E. RANGELINE OF HOUSE 556, ON N. SIDE OF WHITNEY RD.
 OF1466'
 OF1466'23.5 FT S. OF CENTERLINE WHITNEY RD.
 OF1466'
 OF1466'94.5 FT S.E. OF UTILITY POLE FMC 6-35 ON N. SIDE OF WHITNEY RD.
 OF1466'
 OF1466'MON. IS A MONROE COUNTY STANDARD DISK SET IN A POURED-IN-PLACE
 OF1466'CONCRETE COLUMN 0.4 FT BELOW GRADE WITH A CAST IRON FRAME AND COVER.
 OF1466
 OF1466                          STATION RECOVERY (1995)
 OF1466
 OF1466'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1466'RECOVERED IN GOOD CONDITION.
 OF1466
 OF1466                          STATION RECOVERY (2005)
 OF1466
 OF1466'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1466'1.3' BELOW GRADE WITH A CAST IRON FRAME AND
 OF1466' COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1465 ***********************************************************************
 OF1465  DESIGNATION -  4704 MCGS 1971
 OF1465  PID         -  OF1465
 OF1465  STATE/COUNTY-  NY/MONROE
 OF1465  USGS QUAD   -  FAIRPORT (1978)
 OF1465
 OF1465                         *CURRENT SURVEY CONTROL
 OF1465  ___________________________________________________________________
 OF1465* NAD 83(1996)-  43 06 36.84533(N)    077 27 51.89840(W)     ADJUSTED  
 OF1465* NAVD 88     -       128.5    (meters)     422.     (feet)  VERTCON   
 OF1465  ___________________________________________________________________
 OF1465  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 OF1465  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF1465
 OF1465  HORZ ORDER  -  SECOND
 OF1465
 OF1465.The horizontal coordinates were established by classical geodetic methods
 OF1465.and adjusted by the National Geodetic Survey in January 1999..
 OF1465
 OF1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1465
 OF1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1465
 OF1465.The geoid height was determined by GEOID03.
 OF1465
 OF1465;                    North         East     Units Scale Factor Converg.
 OF1465;SPC NY W     -   346,023.416   441,069.011   MT  1.00003949   +0 45 53.0
 OF1465;SPC NY W     - 1,135,245.16  1,447,073.91   sFT  1.00003949   +0 45 53.0
 OF1465;UTM  18      - 4,776,004.290   299,484.785   MT  1.00009463   -1 41 05.1
 OF1465
 OF1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1465!SPC NY W     -   0.99998540  x   1.00003949  =   1.00002489
 OF1465!UTM  18      -   0.99998540  x   1.00009463  =   1.00008003
 OF1465
 OF1465|---------------------------------------------------------------------|
 OF1465| PID    Reference Object                     Distance      Geod. Az  |
 OF1465|                                                           dddmmss.s |
 OF1465| OF1466 4703 MCGS 1971                      296.879 METERS 12609     |
 OF1465| OF1464 4705 MCGS 1971                      APPROX. 0.5 KM 3093821.9 |
 OF1465|---------------------------------------------------------------------|
 OF1465
 OF1465                          SUPERSEDED SURVEY CONTROL
 OF1465
 OF1465  NAD 83(1986)-  43 06 36.85382(N)    077 27 51.89650(W) AD(       ) 2
 OF1465  NAD 27      -  43 06 36.62724(N)    077 27 52.91368(W) AD(       ) 2
 OF1465  NGVD 29 (07/19/86)  128.7    (m)          422.     (f) VERT ANG       
 OF1465
 OF1465.Superseded values are not recommended for survey control.
 OF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1465.See file dsdata.txt to determine how the superseded data were derived.
 OF1465
 OF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9948576004(NAD 83)
 OF1465_MARKER: DD = SURVEY DISK
 OF1465_SETTING: 0 = UNSPECIFIED SETTING
 OF1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1465
 OF1465  HISTORY     - Date     Condition        Report By
 OF1465  HISTORY     - 1971     MONUMENTED       NY-055
 OF1465  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1465
 OF1465                          STATION DESCRIPTION
 OF1465
 OF1465'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1465'IN PERINTON ON S. SIDE OF WHITNEY RD., 200 FT. + OR -
 OF1465'W. OF BAIRD RD.
 OF1465'
 OF1465'24.7 FT S.E. OF N.E. CORNER OF CHAMBER
 OF1465'
 OF1465'24.4 FT S.E. OF UTILITY POLE NUMBERS
 OF1465'
 OF1465'21.1 FT S.W. OF CENTERLINE WHITNEY ROAD
 OF1465'
 OF1465'16.2 FT N.W. OF TRAFFIC SIGN ON S. SIDE OF ROAD
 OF1465'
 OF1465'15.1 FT N.W. OF UTILITY POLE RG AND E 2, RTC 63
 OF1465'
 OF1465'MON. IS A MONROE COUNTY STANDARD DISK SET IN A POURED-IN-PLACE
 OF1465'CONCRETE COLUMN, 0.2 FT BELOW GRADE.
 OF1465
 OF1465                          STATION RECOVERY (1995)
 OF1465
 OF1465'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1464 ***********************************************************************
 OF1464  DESIGNATION -  4705 MCGS 1971
 OF1464  PID         -  OF1464
 OF1464  STATE/COUNTY-  NY/MONROE
 OF1464  USGS QUAD   -  FAIRPORT (1978)
 OF1464
 OF1464                         *CURRENT SURVEY CONTROL
 OF1464  ___________________________________________________________________
 OF1464* NAD 83(1996)-  43 06 48.04098(N)    077 28 10.34545(W)     ADJUSTED  
 OF1464* NAVD 88     -       122.5    (meters)     402.     (feet)  VERTCON   
 OF1464  ___________________________________________________________________
 OF1464  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 OF1464  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF1464
 OF1464  HORZ ORDER  -  SECOND
 OF1464
 OF1464.The horizontal coordinates were established by classical geodetic methods
 OF1464.and adjusted by the National Geodetic Survey in January 1999..
 OF1464
 OF1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1464
 OF1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1464
 OF1464.The geoid height was determined by GEOID03.
 OF1464
 OF1464;                    North         East     Units Scale Factor Converg.
 OF1464;SPC NY W     -   346,363.339   440,647.359   MT  1.00003855   +0 45 40.6
 OF1464;SPC NY W     - 1,136,360.39  1,445,690.54   sFT  1.00003855   +0 45 40.6
 OF1464;UTM  18      - 4,776,361.945   299,078.023   MT  1.00009664   -1 41 18.1
 OF1464
 OF1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1464!SPC NY W     -   0.99998634  x   1.00003855  =   1.00002489
 OF1464!UTM  18      -   0.99998634  x   1.00009664  =   1.00008298
 OF1464
 OF1464:                Primary Azimuth Mark                     Grid Az
 OF1464:SPC NY W     -  4704 MCGS 1971                           128 52 28.7
 OF1464:UTM  18      -  4704 MCGS 1971                           131 19 27.4
 OF1464
 OF1464|---------------------------------------------------------------------|
 OF1464| PID    Reference Object                     Distance      Geod. Az  |
 OF1464|                                                           dddmmss.s |
 OF1464| OF1465 4704 MCGS 1971                      APPROX. 0.5 KM 1293809.3 |
 OF1464| OF1463 TEMP PT 9016                        447.851 METERS 3441524.0 |
 OF1464|---------------------------------------------------------------------|
 OF1464
 OF1464                          SUPERSEDED SURVEY CONTROL
 OF1464
 OF1464  NAD 83(1986)-  43 06 48.04945(N)    077 28 10.34359(W) AD(       ) 2
 OF1464  NAD 27      -  43 06 47.82315(N)    077 28 11.36000(W) AD(       ) 2
 OF1464  NGVD 29 (07/19/86)  122.7    (m)          403.     (f) VERT ANG       
 OF1464
 OF1464.Superseded values are not recommended for survey control.
 OF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1464.See file dsdata.txt to determine how the superseded data were derived.
 OF1464
 OF1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9907876362(NAD 83)
 OF1464_MARKER: DD = SURVEY DISK
 OF1464_SETTING: 0 = UNSPECIFIED SETTING
 OF1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1464+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1464
 OF1464  HISTORY     - Date     Condition        Report By
 OF1464  HISTORY     - 1971     MONUMENTED       NY-055
 OF1464  HISTORY     - 19950719 GOOD             USPSQD
 OF1464  HISTORY     - 20050507 GOOD             USPSQD
 OF1464
 OF1464                          STATION DESCRIPTION
 OF1464
 OF1464'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1464'IN PERINTON ON S. SIDE OF WHITNEY RD. 0.4 MI. W. OF BAIRD RD.
 OF1464'
 OF1464'108.2 FT N.E. OF N.W. CORNER OF HOUSE 339
 OF1464'
 OF1464'51.5 FT S.E. OF UTILITY POLE, NUMBERS, ON S. SIDE OF ROAD.
 OF1464'
 OF1464'35.3 FT S. OF CENTERLINE WHITNEY ROAD
 OF1464'
 OF1464'72.0 FT N.W. OF UTILITY POLE RG AND E 14, RTC 54
 OF1464'
 OF1464'141.0 FT N.W. OF N.E. CORNER OF ATTACHED GARAGE OF HOUSE 339
 OF1464'
 OF1464'1.0 FT N. OF MONROE COUNTY WITNESS POST
 OF1464'
 OF1464'MON. IS A MONROE COUNTY STANDARD DISK SET IN A POURED-IN-PLACE
 OF1464'CONCRETE COLUMN, 0.3 FT BELOW GRADE.
 OF1464
 OF1464                          STATION RECOVERY (1995)
 OF1464
 OF1464'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1464'RECOVERED IN GOOD CONDITION.
 OF1464
 OF1464                          STATION RECOVERY (2005)
 OF1464
 OF1464'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1464'40.0' SE OF UTILITY POLE RGE15 RTC53
 OF1464'1' SE OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0705 ***********************************************************************
 MZ0705  DESIGNATION -  471.0
 MZ0705  PID         -  MZ0705
 MZ0705  STATE/COUNTY-  NY/COLUMBIA
 MZ0705  USGS QUAD   -  CHATHAM (1980)
 MZ0705
 MZ0705                         *CURRENT SURVEY CONTROL
 MZ0705  ___________________________________________________________________
 MZ0705* NAD 83(1986)-  42 21 43.     (N)    073 35 48.     (W)     SCALED    
 MZ0705* NAVD 88     -       143.275  (meters)     470.06   (feet)  ADJUSTED  
 MZ0705  ___________________________________________________________________
 MZ0705  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MZ0705  DYNAMIC HT  -         143.226 (meters)     469.90  (feet)  COMP
 MZ0705  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 MZ0705
 MZ0705  VERT ORDER  -  FIRST     CLASS II
 MZ0705
 MZ0705.The horizontal coordinates were scaled from a topographic map and have
 MZ0705.an estimated accuracy of +/- 6 seconds.
 MZ0705
 MZ0705.The orthometric height was determined by differential leveling
 MZ0705.and adjusted by the National Geodetic Survey in June 1991..
 MZ0705
 MZ0705.The geoid height was determined by GEOID03.
 MZ0705
 MZ0705.The dynamic height is computed by dividing the NAVD 88
 MZ0705.geopotential number by the normal gravity value computed on the
 MZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0705.degrees latitude (g = 980.6199 gals.).
 MZ0705
 MZ0705.The modeled gravity was interpolated from observed gravity values.
 MZ0705
 MZ0705;                    North         East    Units  Estimated Accuracy
 MZ0705;SPC NY E     -   392,200.      224,410.      MT  (+/- 180 meters Scaled)
 MZ0705
 MZ0705                          SUPERSEDED SURVEY CONTROL
 MZ0705
 MZ0705  NGVD 29 (??/??/92)  143.456  (m)          470.66   (f) ADJ UNCH    1 2
 MZ0705
 MZ0705.Superseded values are not recommended for survey control.
 MZ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0705.See file dsdata.txt to determine how the superseded data were derived.
 MZ0705
 MZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM155909(NAD 83)
 MZ0705_MARKER: Z = SEE DESCRIPTION
 MZ0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0705_SP_SET: PILLAR
 MZ0705_STAMPING: STATE SURVEY 471.0
 MZ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0705
 MZ0705  HISTORY     - Date     Condition        Report By
 MZ0705  HISTORY     - UNK      MONUMENTED       MAGS
 MZ0705  HISTORY     - 1933     GOOD             NGS
 MZ0705  HISTORY     - 1980     MARK NOT FOUND   NGS
 MZ0705  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MZ0705
 MZ0705                          STATION DESCRIPTION
 MZ0705
 MZ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0705'AT CHATHAM.
 MZ0705'ON BOSTON AND ALBANY RAILROAD, ON 8 IN. X 8 IN. WOODEN PILLAR IN
 MZ0705'CENTER OF S FRONT OF CHATHAM STATION, 10 FEET N OF N RAIL AND 4.5 FEET
 MZ0705'ABOVE SIDEWALK.
 MZ0705
 MZ0705                          STATION RECOVERY (1980)
 MZ0705
 MZ0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MZ0705'NOT RECOVERED, CONSIDERED DESTROYED, WOODEN PILLAR OF STATION WAS
 MZ0705'FOUND BUT THE COPPER PLATE HAS BEEN REMOVED.
 MZ0705
 MZ0705                          STATION RECOVERY (1988)
 MZ0705
 MZ0705'RECOVERY NOTE BY US POWER SQUADRON 1988 (BF)
 MZ0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1520 ***********************************************************************
 OF1520  DESIGNATION -  4710
 OF1520  PID         -  OF1520
 OF1520  STATE/COUNTY-  NY/MONROE
 OF1520  USGS QUAD   -  FAIRPORT (1978)
 OF1520
 OF1520                         *CURRENT SURVEY CONTROL
 OF1520  ___________________________________________________________________
 OF1520* NAD 83(1996)-  43 04 42.49357(N)    077 28 52.24987(W)     ADJUSTED  
 OF1520* NAVD 88     -       123.7    (meters)     406.     (feet)  VERTCON   
 OF1520  ___________________________________________________________________
 OF1520  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 OF1520  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1520
 OF1520  HORZ ORDER  -  SECOND
 OF1520
 OF1520.The horizontal coordinates were established by classical geodetic methods
 OF1520.and adjusted by the National Geodetic Survey in January 1999..
 OF1520
 OF1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1520
 OF1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1520
 OF1520.The geoid height was determined by GEOID03.
 OF1520
 OF1520;                    North         East     Units Scale Factor Converg.
 OF1520;SPC NY W     -   342,476.665   439,750.929   MT  1.00003656   +0 45 10.2
 OF1520;SPC NY W     - 1,123,608.86  1,442,749.51   sFT  1.00003656   +0 45 10.2
 OF1520;SPC NY C     -   342,278.320   176,886.270   MT  1.00000324   -0 36 47.7
 OF1520;SPC NY C     - 1,122,958.12    580,334.37   sFT  1.00000324   -0 36 47.7
 OF1520;UTM  18      - 4,772,516.885   298,016.280   MT  1.00010191   -1 41 42.8
 OF1520
 OF1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1520!SPC NY W     -   0.99998614  x   1.00003656  =   1.00002270
 OF1520!SPC NY C     -   0.99998614  x   1.00000324  =   0.99998938
 OF1520!UTM  18      -   0.99998614  x   1.00010191  =   1.00008805
 OF1520
 OF1520|---------------------------------------------------------------------|
 OF1520| PID    Reference Object                     Distance      Geod. Az  |
 OF1520|                                                           dddmmss.s |
 OF1520| OF1519 4711                                297.810 METERS 10547     |
 OF1520| OF1521 4318                                APPROX. 0.7 KM 2770935.0 |
 OF1520|---------------------------------------------------------------------|
 OF1520
 OF1520                          SUPERSEDED SURVEY CONTROL
 OF1520
 OF1520  NAD 83(1986)-  43 04 42.50197(N)    077 28 52.24779(W) AD(       ) 2
 OF1520  NAD 27      -  43 04 42.27470(N)    077 28 53.26395(W) AD(       ) 2
 OF1520  NGVD 29 (07/19/86)  123.9    (m)          406.     (f) VERT ANG       
 OF1520
 OF1520.Superseded values are not recommended for survey control.
 OF1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1520.See file dsdata.txt to determine how the superseded data were derived.
 OF1520
 OF1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9801672517(NAD 83)
 OF1520_MARKER: DD = SURVEY DISK
 OF1520_SETTING: 0 = UNSPECIFIED SETTING
 OF1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1520
 OF1520  HISTORY     - Date     Condition        Report By
 OF1520  HISTORY     - 1973     MONUMENTED       NY-055
 OF1520  HISTORY     - 19950220 GOOD             USPSQD
 OF1520  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OF1520
 OF1520                          STATION DESCRIPTION
 OF1520
 OF1520'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1520'IN THE TOWN OF PERINTON ON THE NORTH SIDE OF PALMYRA RD.
 OF1520'(RT.31), 0.23 MI. E OF ROUTE 490, AND 0.2 MI. W. OF AYRAULT
 OF1520'RD. (RT.021)
 OF1520'
 OF1520'25.9 FT N. OF CENTERLINE OF PALMYRA RD.
 OF1520'
 OF1520'93.5 FT W. OF POLE RGE 62 RTC 22
 OF1520'
 OF1520'71.6 FT SW OF NYS ROW MARKER
 OF1520'
 OF1520'20.5 FT S. OF SPLIT RAIL FENCE
 OF1520'
 OF1520'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1520'4710 IN THE TOP OF A CONCRETE POST COVERED 0.2 FT
 OF1520
 OF1520                          STATION RECOVERY (1995)
 OF1520
 OF1520'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1520'RECOVERED IN GOOD CONDITION.
 OF1520
 OF1520                          STATION RECOVERY (2005)
 OF1520
 OF1520'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1520'NEW ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1519 ***********************************************************************
 OF1519  DESIGNATION -  4711
 OF1519  PID         -  OF1519
 OF1519  STATE/COUNTY-  NY/MONROE
 OF1519  USGS QUAD   -  FAIRPORT (1978)
 OF1519
 OF1519                         *CURRENT SURVEY CONTROL
 OF1519  ___________________________________________________________________
 OF1519* NAD 83(1996)-  43 04 39.86941(N)    077 28 39.58105(W)     ADJUSTED  
 OF1519* NAVD 88     -       129.6    (meters)     425.     (feet)  VERTCON   
 OF1519  ___________________________________________________________________
 OF1519  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 OF1519  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1519
 OF1519  HORZ ORDER  -  SECOND
 OF1519
 OF1519.The horizontal coordinates were established by classical geodetic methods
 OF1519.and adjusted by the National Geodetic Survey in January 1999..
 OF1519
 OF1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1519
 OF1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1519
 OF1519.The geoid height was determined by GEOID03.
 OF1519
 OF1519;                    North         East     Units Scale Factor Converg.
 OF1519;SPC NY W     -   342,399.461   440,038.568   MT  1.00003720   +0 45 18.8
 OF1519;SPC NY W     - 1,123,355.56  1,443,693.20   sFT  1.00003720   +0 45 18.8
 OF1519;SPC NY C     -   342,194.282   177,171.978   MT  1.00000272   -0 36 39.0
 OF1519;SPC NY C     - 1,122,682.41    581,271.73   sFT  1.00000272   -0 36 39.0
 OF1519;UTM  18      - 4,772,427.459   298,300.378   MT  1.00010050   -1 41 34.0
 OF1519
 OF1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1519!SPC NY W     -   0.99998521  x   1.00003720  =   1.00002241
 OF1519!SPC NY C     -   0.99998521  x   1.00000272  =   0.99998793
 OF1519!UTM  18      -   0.99998521  x   1.00010050  =   1.00008571
 OF1519
 OF1519                          SUPERSEDED SURVEY CONTROL
 OF1519
 OF1519  NAD 83(1986)-  43 04 39.87783(N)    077 28 39.57896(W) AD(       ) 2
 OF1519  NAD 27      -  43 04 39.65051(N)    077 28 40.59598(W) AD(       ) 2
 OF1519  NGVD 29 (07/19/86)  129.8    (m)          426.     (f) VERT ANG       
 OF1519
 OF1519.Superseded values are not recommended for survey control.
 OF1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1519.See file dsdata.txt to determine how the superseded data were derived.
 OF1519
 OF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9830072427(NAD 83)
 OF1519_MARKER: DD = SURVEY DISK
 OF1519_SETTING: 0 = UNSPECIFIED SETTING
 OF1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1519
 OF1519  HISTORY     - Date     Condition        Report By
 OF1519  HISTORY     - 1973     MONUMENTED       NY-055
 OF1519  HISTORY     - 19950220 GOOD             USPSQD
 OF1519  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OF1519
 OF1519                          STATION DESCRIPTION
 OF1519
 OF1519'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1519'IN THE TOWN OF PERINTON, IN THE NORTHWEST CORNER OF THE
 OF1519'INTERSECTION OF PALMYRA RD. (RT. 31), AND AYRAULT RD. (RT.021)
 OF1519'
 OF1519'110.5 FT + OR - W. OF CENTERLINE OF AYRAULT ROAD
 OF1519'
 OF1519'19.5 FT N. OF CENTERLINE OF PALMYRA RD.
 OF1519'
 OF1519'10.1 FT SW OF ROUTE SIGN WEST (31 4303 3066)
 OF1519'
 OF1519'21.7 FT SW OF POLE RGE 6 471 RTC 27
 OF1519'
 OF1519'70.3 FT SW OF TRAFFIC LIGHT POLE
 OF1519'
 OF1519'5.0 FT S OF MONROE COUNTY WITNESS POST
 OF1519'
 OF1519'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1519'4711 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT AND IN CAST
 OF1519'IRON FRAME AND COVER WHICH IS AT GRADE
 OF1519
 OF1519                          STATION RECOVERY (1995)
 OF1519
 OF1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1519'RECOVERED IN GOOD CONDITION.
 OF1519
 OF1519                          STATION RECOVERY (2005)
 OF1519
 OF1519'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1519'NEW ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1518 ***********************************************************************
 OF1518  DESIGNATION -  4712
 OF1518  PID         -  OF1518
 OF1518  STATE/COUNTY-  NY/MONROE
 OF1518  USGS QUAD   -  FAIRPORT (1978)
 OF1518
 OF1518                         *CURRENT SURVEY CONTROL
 OF1518  ___________________________________________________________________
 OF1518* NAD 83(1996)-  43 04 43.34824(N)    077 28 32.78698(W)     ADJUSTED  
 OF1518* NAVD 88     -       130.0    (meters)     427.     (feet)  VERTCON   
 OF1518  ___________________________________________________________________
 OF1518  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OF1518  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1518
 OF1518  HORZ ORDER  -  SECOND
 OF1518
 OF1518.The horizontal coordinates were established by classical geodetic methods
 OF1518.and adjusted by the National Geodetic Survey in January 1999..
 OF1518
 OF1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1518
 OF1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1518
 OF1518.The geoid height was determined by GEOID03.
 OF1518
 OF1518;                    North         East     Units Scale Factor Converg.
 OF1518;SPC NY W     -   342,508.838   440,190.837   MT  1.00003753   +0 45 23.5
 OF1518;SPC NY W     - 1,123,714.41  1,444,192.77   sFT  1.00003753   +0 45 23.5
 OF1518;SPC NY C     -   342,299.995   177,326.805   MT  1.00000245   -0 36 34.4
 OF1518;SPC NY C     - 1,123,029.23    581,779.69   sFT  1.00000245   -0 36 34.4
 OF1518;UTM  18      - 4,772,530.239   298,457.189   MT  1.00009972   -1 41 29.5
 OF1518
 OF1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1518!SPC NY W     -   0.99998515  x   1.00003753  =   1.00002268
 OF1518!SPC NY C     -   0.99998515  x   1.00000245  =   0.99998760
 OF1518!UTM  18      -   0.99998515  x   1.00009972  =   1.00008487
 OF1518
 OF1518                          SUPERSEDED SURVEY CONTROL
 OF1518
 OF1518  NAD 83(1986)-  43 04 43.35668(N)    077 28 32.78488(W) AD(       ) 2
 OF1518  NAD 27      -  43 04 43.12941(N)    077 28 33.80193(W) AD(       ) 2
 OF1518  NGVD 29 (07/19/86)  130.2    (m)          427.     (f) VERT ANG       
 OF1518
 OF1518.Superseded values are not recommended for survey control.
 OF1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1518.See file dsdata.txt to determine how the superseded data were derived.
 OF1518
 OF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9845772530(NAD 83)
 OF1518_MARKER: DD = SURVEY DISK
 OF1518_SETTING: 0 = UNSPECIFIED SETTING
 OF1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1518+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1518
 OF1518  HISTORY     - Date     Condition        Report By
 OF1518  HISTORY     - 1973     MONUMENTED       NY-055
 OF1518  HISTORY     - 19950220 GOOD             USPSQD
 OF1518  HISTORY     - 20050507 GOOD             USPSQD
 OF1518
 OF1518                          STATION DESCRIPTION
 OF1518
 OF1518'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1518'IN THE TOWN OF PERINTON ON THE NORTH SIDE OF AYRAULT RD.
 OF1518'(RT. 021), 0.15 MI. E. OF PALMYRA RD. (RT.31) AND 0.7 MI. W. OF
 OF1518'JEFFERSON RD.
 OF1518'
 OF1518'26.0 FT N. OF CENTERLINE OF AYRAULT RD.
 OF1518'
 OF1518'26.0 FT W. OF CENTERLINE OF DRIVEWAY TO HOUSE 80
 OF1518'
 OF1518'3.9 FT E. OF EAST RANGELINE OF GARAGE TO HOUSE 2
 OF1518'
 OF1518'90.9 FT E. OF POLE RGE 2-A
 OF1518'
 OF1518'13.8 FT SW OF MOST EASTERLY CORNER OF SPLIT RAIL FENCE
 OF1518'
 OF1518'3.2 FT S. OF MONROE COUNTY WITNESS POST
 OF1518'
 OF1518'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1518'4712 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
 OF1518
 OF1518                          STATION RECOVERY (1995)
 OF1518
 OF1518'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1518'RECOVERED IN GOOD CONDITION.
 OF1518
 OF1518                          STATION RECOVERY (2005)
 OF1518
 OF1518'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1515 ***********************************************************************
 OF1515  DESIGNATION -  4713
 OF1515  PID         -  OF1515
 OF1515  STATE/COUNTY-  NY/MONROE
 OF1515  USGS QUAD   -  FAIRPORT (1978)
 OF1515
 OF1515                         *CURRENT SURVEY CONTROL
 OF1515  ___________________________________________________________________
 OF1515* NAD 83(1996)-  43 04 44.42666(N)    077 28 25.21001(W)     ADJUSTED  
 OF1515* NAVD 88     -       129.5    (meters)     425.     (feet)  VERTCON   
 OF1515  ___________________________________________________________________
 OF1515  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 OF1515  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1515
 OF1515  HORZ ORDER  -  SECOND
 OF1515
 OF1515.The horizontal coordinates were established by classical geodetic methods
 OF1515.and adjusted by the National Geodetic Survey in January 1999..
 OF1515
 OF1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1515
 OF1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1515
 OF1515.The geoid height was determined by GEOID03.
 OF1515
 OF1515;                    North         East     Units Scale Factor Converg.
 OF1515;SPC NY W     -   342,544.381   440,361.789   MT  1.00003791   +0 45 28.7
 OF1515;SPC NY W     - 1,123,831.02  1,444,753.64   sFT  1.00003791   +0 45 28.7
 OF1515;SPC NY C     -   342,331.451   177,498.550   MT  1.00000214   -0 36 29.3
 OF1515;SPC NY C     - 1,123,132.44    582,343.16   sFT  1.00000214   -0 36 29.3
 OF1515;UTM  18      - 4,772,558.450   298,629.514   MT  1.00009886   -1 41 24.4
 OF1515
 OF1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1515!SPC NY W     -   0.99998523  x   1.00003791  =   1.00002314
 OF1515!SPC NY C     -   0.99998523  x   1.00000214  =   0.99998737
 OF1515!UTM  18      -   0.99998523  x   1.00009886  =   1.00008409
 OF1515
 OF1515|---------------------------------------------------------------------|
 OF1515| PID    Reference Object                     Distance      Geod. Az  |
 OF1515|                                                           dddmmss.s |
 OF1515| OF1511 4714                                386.987 METERS 09112     |
 OF1515| OF1518 4712                                174.602 METERS 25901     |
 OF1515|---------------------------------------------------------------------|
 OF1515
 OF1515                          SUPERSEDED SURVEY CONTROL
 OF1515
 OF1515  NAD 83(1986)-  43 04 44.43511(N)    077 28 25.20791(W) AD(       ) 2
 OF1515  NAD 27      -  43 04 44.20779(N)    077 28 26.22530(W) AD(       ) 2
 OF1515  NGVD 29 (07/19/86)  129.7    (m)          426.     (f) VERT ANG       
 OF1515
 OF1515.Superseded values are not recommended for survey control.
 OF1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1515.See file dsdata.txt to determine how the superseded data were derived.
 OF1515
 OF1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9863072558(NAD 83)
 OF1515_MARKER: DD = SURVEY DISK
 OF1515_SETTING: 0 = UNSPECIFIED SETTING
 OF1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1515+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1515
 OF1515  HISTORY     - Date     Condition        Report By
 OF1515  HISTORY     - 1973     MONUMENTED       NY-055
 OF1515  HISTORY     - 19950220 GOOD             USPSQD
 OF1515  HISTORY     - 20050507 GOOD             USPSQD
 OF1515
 OF1515                          STATION DESCRIPTION
 OF1515
 OF1515'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1515'IN THE TOWN OF PERINTON, ON THE NORTH SIDE OF AYRAULT RD.
 OF1515'(RT. 021), 0.22 MI. E. OF PALMYRA RD. (RT.31), AND 0.5 MI. W.
 OF1515'OF JEFFERSON AVE.
 OF1515'
 OF1515'16.5 FT N. OF CENTERLINE OF AYRAULT RD.
 OF1515'
 OF1515'58.8 FT W. OF CENTERLINE OF COUNTYSIDE RD.
 OF1515'
 OF1515'28.6 FT E. OF EAST RANGELINE OF GARAGE OF HOUSE 1
 OF1515'
 OF1515'58.1 FT NW OF POLE RTC 10 ACROSS STREET
 OF1515'
 OF1515'7.3 FT S. OF MONROE COUNTY WITNESS POST
 OF1515'
 OF1515'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1515'4713 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF1515
 OF1515                          STATION RECOVERY (1995)
 OF1515
 OF1515'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1515'RECOVERED IN GOOD CONDITION.
 OF1515
 OF1515                          STATION RECOVERY (2005)
 OF1515
 OF1515'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1511 ***********************************************************************
 OF1511  DESIGNATION -  4714
 OF1511  PID         -  OF1511
 OF1511  STATE/COUNTY-  NY/MONROE
 OF1511  USGS QUAD   -  FAIRPORT (1978)
 OF1511
 OF1511                         *CURRENT SURVEY CONTROL
 OF1511  ___________________________________________________________________
 OF1511* NAD 83(1996)-  43 04 44.16480(N)    077 28 08.10650(W)     ADJUSTED  
 OF1511* NAVD 88     -       128.3    (meters)     421.     (feet)  VERTCON   
 OF1511  ___________________________________________________________________
 OF1511  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OF1511  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF1511
 OF1511  HORZ ORDER  -  SECOND
 OF1511
 OF1511.The horizontal coordinates were established by classical geodetic methods
 OF1511.and adjusted by the National Geodetic Survey in January 1999..
 OF1511
 OF1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1511
 OF1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1511
 OF1511.The geoid height was determined by GEOID03.
 OF1511
 OF1511;                    North         East     Units Scale Factor Converg.
 OF1511;SPC NY W     -   342,541.430   440,748.780   MT  1.00003877   +0 45 40.3
 OF1511;SPC NY W     - 1,123,821.34  1,446,023.29   sFT  1.00003877   +0 45 40.3
 OF1511;SPC NY C     -   342,319.275   177,885.346   MT  1.00000145   -0 36 17.6
 OF1511;SPC NY C     - 1,123,092.49    583,612.17   sFT  1.00000145   -0 36 17.6
 OF1511;UTM  18      - 4,772,538.970   299,016.048   MT  1.00009695   -1 41 12.7
 OF1511
 OF1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1511!SPC NY W     -   0.99998541  x   1.00003877  =   1.00002418
 OF1511!SPC NY C     -   0.99998541  x   1.00000145  =   0.99998686
 OF1511!UTM  18      -   0.99998541  x   1.00009695  =   1.00008236
 OF1511
 OF1511:                Primary Azimuth Mark                     Grid Az
 OF1511:SPC NY W     -  016 1                                    088 31 18.0
 OF1511:SPC NY C     -  016 1                                    089 53 15.9
 OF1511:UTM  18      -  016 1                                    090 58 11.0
 OF1511
 OF1511|---------------------------------------------------------------------|
 OF1511| PID    Reference Object                     Distance      Geod. Az  |
 OF1511|                                                           dddmmss.s |
 OF1511| OF1507 016 1                               APPROX. 0.5 KM 0891658.3 |
 OF1511| OF1515 4713                                386.987 METERS 27112     |
 OF1511|---------------------------------------------------------------------|
 OF1511
 OF1511                          SUPERSEDED SURVEY CONTROL
 OF1511
 OF1511  NAD 83(1986)-  43 04 44.17327(N)    077 28 08.10438(W) AD(       ) 2
 OF1511  NAD 27      -  43 04 43.94588(N)    077 28 09.12261(W) AD(       ) 2
 OF1511  NGVD 29 (07/19/86)  128.5    (m)          422.     (f) VERT ANG       
 OF1511
 OF1511.Superseded values are not recommended for survey control.
 OF1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1511.See file dsdata.txt to determine how the superseded data were derived.
 OF1511
 OF1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9901672539(NAD 83)
 OF1511_MARKER: DD = SURVEY DISK
 OF1511_SETTING: 0 = UNSPECIFIED SETTING
 OF1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1511+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1511
 OF1511  HISTORY     - Date     Condition        Report By
 OF1511  HISTORY     - 1973     MONUMENTED       NY-055
 OF1511  HISTORY     - 19950220 GOOD             USPSQD
 OF1511  HISTORY     - 20050507 GOOD             USPSQD
 OF1511
 OF1511                          STATION DESCRIPTION
 OF1511
 OF1511'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1511'IN THE TOWN OF PERINTON IN THE SOUTHEAST CORNER OF THE
 OF1511'INTERSECTION OF AYRAULT RD. (RT.021), AND HARVEST RD., 0.35 MI.
 OF1511'E. OF PALMYRA RD. (RT31), AND 0.32 MI. W. OF JEFFERSON AVE.
 OF1511'
 OF1511'10.4 FT S. OF CENTERLINE OF AYRAULT RD.
 OF1511'
 OF1511'7.7 FT E. OF CENTERLINE OF HARVEST RD. PRODUCED
 OF1511'
 OF1511'10.1 FT W. OF EAST RANGELINE OF HOUSE 213
 OF1511'
 OF1511'98.5 FT NW OF N. EAST CORNER OF HOUSE 213
 OF1511'
 OF1511'6.9 FT N. OF MONROE COUNTY WITNESS POST
 OF1511'
 OF1511'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1511'4714 IN THE TOP OF A CONCRETE POST COVERED 0.3 FT
 OF1511
 OF1511                          STATION RECOVERY (1995)
 OF1511
 OF1511'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1511'RECOVERED IN GOOD CONDITION.
 OF1511
 OF1511                          STATION RECOVERY (2005)
 OF1511
 OF1511'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1511'NO WITNESS POST
 OF1511'IN CAST IRON CASING WITH NO COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1500 ***********************************************************************
 OF1500  DESIGNATION -  4715
 OF1500  PID         -  OF1500
 OF1500  STATE/COUNTY-  NY/MONROE
 OF1500  USGS QUAD   -  FAIRPORT (1978)
 OF1500
 OF1500                         *CURRENT SURVEY CONTROL
 OF1500  ___________________________________________________________________
 OF1500* NAD 83(1996)-  43 04 44.63846(N)    077 27 33.77878(W)     ADJUSTED  
 OF1500* NAVD 88     -       143.4    (meters)     470.     (feet)  VERTCON   
 OF1500  ___________________________________________________________________
 OF1500  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 OF1500  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF1500
 OF1500  HORZ ORDER  -  SECOND
 OF1500
 OF1500.The horizontal coordinates were established by classical geodetic methods
 OF1500.and adjusted by the National Geodetic Survey in January 1999..
 OF1500
 OF1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1500
 OF1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1500
 OF1500.The geoid height was determined by GEOID03.
 OF1500
 OF1500;                    North         East     Units Scale Factor Converg.
 OF1500;SPC NY W     -   342,566.407   441,525.082   MT  1.00004051   +0 46 03.8
 OF1500;SPC NY W     - 1,123,903.29  1,448,570.21   sFT  1.00004051   +0 46 03.8
 OF1500;SPC NY C     -   342,325.738   178,661.992   MT  1.00000008   -0 35 54.1
 OF1500;SPC NY C     - 1,123,113.69    586,160.22   sFT  1.00000008   -0 35 54.1
 OF1500;UTM  18      - 4,772,530.766   299,792.751   MT  1.00009312   -1 40 49.2
 OF1500
 OF1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1500!SPC NY W     -   0.99998305  x   1.00004051  =   1.00002356
 OF1500!SPC NY C     -   0.99998305  x   1.00000008  =   0.99998313
 OF1500!UTM  18      -   0.99998305  x   1.00009312  =   1.00007616
 OF1500
 OF1500|---------------------------------------------------------------------|
 OF1500| PID    Reference Object                     Distance      Geod. Az  |
 OF1500|                                                           dddmmss.s |
 OF1500| OF1498 4716                                197.977 METERS 08854     |
 OF1500| OF1492 4718                                APPROX. 0.7 KM 0905507.2 |
 OF1500| OF1503 TP 9042                             119.080 METERS 29844     |
 OF1500|---------------------------------------------------------------------|
 OF1500
 OF1500                          SUPERSEDED SURVEY CONTROL
 OF1500
 OF1500  NAD 83(1986)-  43 04 44.64697(N)    077 27 33.77664(W) AD(       ) 2
 OF1500  NAD 27      -  43 04 44.41951(N)    077 27 34.79627(W) AD(       ) 2
 OF1500  NGVD 29 (07/19/86)  143.6    (m)          471.     (f) VERT ANG       
 OF1500
 OF1500.Superseded values are not recommended for survey control.
 OF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1500.See file dsdata.txt to determine how the superseded data were derived.
 OF1500
 OF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9979372531(NAD 83)
 OF1500_MARKER: DD = SURVEY DISK
 OF1500_SETTING: 0 = UNSPECIFIED SETTING
 OF1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1500
 OF1500  HISTORY     - Date     Condition        Report By
 OF1500  HISTORY     - 1973     MONUMENTED       NY-055
 OF1500  HISTORY     - 19950220 MARK NOT FOUND   USPSQD
 OF1500
 OF1500                          STATION DESCRIPTION
 OF1500
 OF1500'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1500'IN THE TOWN OF PERINTON ON THE NORTH SIDE OF AYRAULT RD.
 OF1500'(RT.021), 0.25 MI. E. OF JEFFERSON AVE., AND 0.1 MI. W. OF
 OF1500'KREAG RD. (RT.027)
 OF1500'
 OF1500'16.9 FT N. OF CENTERLINE OF AYRAULT RD.
 OF1500'
 OF1500'13.4 FT E. OF EAST RANGELINE OF GARAGE OF HOUSE 411 ACROSS STREET
 OF1500'
 OF1500'61.3 FT SE OF MANHOLE
 OF1500'
 OF1500'36.0 FT N. OF CONCRETE R.O.W. MARKER ACROSS STREET
 OF1500'
 OF1500'11.1 FT SE OF MONROE COUNTY WITNESS POST
 OF1500'
 OF1500'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1500'4715 IN THE TOP OF A CONCRETE POST AND IN CAST IRON FRAME AND
 OF1500'COVER WHICH IS AT GRADE
 OF1500
 OF1500                          STATION RECOVERY (1995)
 OF1500
 OF1500'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1498 ***********************************************************************
 OF1498  DESIGNATION -  4716
 OF1498  PID         -  OF1498
 OF1498  STATE/COUNTY-  NY/MONROE
 OF1498  USGS QUAD   -  FAIRPORT (1978)
 OF1498
 OF1498                         *CURRENT SURVEY CONTROL
 OF1498  ___________________________________________________________________
 OF1498* NAD 83(1996)-  43 04 44.76102(N)    077 27 25.02854(W)     ADJUSTED  
 OF1498* NAVD 88     -       147.1    (meters)     483.     (feet)  VERTCON   
 OF1498  ___________________________________________________________________
 OF1498  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OF1498  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF1498
 OF1498  HORZ ORDER  -  SECOND
 OF1498
 OF1498.The horizontal coordinates were established by classical geodetic methods
 OF1498.and adjusted by the National Geodetic Survey in January 1999..
 OF1498
 OF1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1498
 OF1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1498
 OF1498.The geoid height was determined by GEOID03.
 OF1498
 OF1498;                    North         East     Units Scale Factor Converg.
 OF1498;SPC NY W     -   342,572.844   441,722.962   MT  1.00004096   +0 46 09.8
 OF1498;SPC NY W     - 1,123,924.41  1,449,219.42   sFT  1.00004096   +0 46 09.8
 OF1498;SPC NY C     -   342,327.455   178,859.962   MT  0.99999974   -0 35 48.2
 OF1498;SPC NY C     - 1,123,119.33    586,809.73   sFT  0.99999974   -0 35 48.2
 OF1498;UTM  18      - 4,772,528.745   299,990.736   MT  1.00009214   -1 40 43.2
 OF1498
 OF1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1498!SPC NY W     -   0.99998247  x   1.00004096  =   1.00002342
 OF1498!SPC NY C     -   0.99998247  x   0.99999974  =   0.99998221
 OF1498!UTM  18      -   0.99998247  x   1.00009214  =   1.00007460
 OF1498
 OF1498:                Primary Azimuth Mark                     Grid Az
 OF1498:SPC NY W     -  4718                                     090 53 00.3
 OF1498:SPC NY C     -  4718                                     092 14 58.3
 OF1498:UTM  18      -  4718                                     093 19 53.3
 OF1498
 OF1498|---------------------------------------------------------------------|
 OF1498| PID    Reference Object                     Distance      Geod. Az  |
 OF1498|                                                           dddmmss.s |
 OF1498| OF1492 4718                                APPROX. 0.5 KM 0913910.1 |
 OF1498| OF1501 4744                                406.462 METERS 2100454.3 |
 OF1498|---------------------------------------------------------------------|
 OF1498
 OF1498                          SUPERSEDED SURVEY CONTROL
 OF1498
 OF1498  NAD 83(1986)-  43 04 44.76953(N)    077 27 25.02640(W) AD(       ) 2
 OF1498  NAD 27      -  43 04 44.54212(N)    077 27 26.04511(W) AD(       ) 2
 OF1498  NGVD 29 (07/19/86)  147.3    (m)          483.     (f) VERT ANG       
 OF1498
 OF1498.Superseded values are not recommended for survey control.
 OF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1498.See file dsdata.txt to determine how the superseded data were derived.
 OF1498
 OF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9999172529(NAD 83)
 OF1498_MARKER: DD = SURVEY DISK
 OF1498_SETTING: 0 = UNSPECIFIED SETTING
 OF1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1498
 OF1498  HISTORY     - Date     Condition        Report By
 OF1498  HISTORY     - 1973     MONUMENTED       NY-055
 OF1498  HISTORY     - 19950220 MARK NOT FOUND   USPSQD
 OF1498
 OF1498                          STATION DESCRIPTION
 OF1498
 OF1498'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1498'IN THE TOWN OF PERINTON ON THE NORTH SIDE OF AYRAULT RD. (RT.021),
 OF1498'AT THE INTERSECTION OF AYRAULT RD. AND KREAG RD.  (RT. 027)
 OF1498'
 OF1498'14.4 FT N. OF CENTERLINE OF AYRAULT RD.
 OF1498'
 OF1498'5.0 FT W. OF CENTERLINE OF KREAG RD. PRODUCED
 OF1498'
 OF1498'11.8 FT W. OF EAST RANGELINE OF HOUSE 472
 OF1498'
 OF1498'69.3 FT SW OF SOUTH EAST CORNER OF HOUSE 472
 OF1498'
 OF1498'69.3 FT SE OF WESTERLY FRONT CORNER OF HOUSE 472
 OF1498'
 OF1498'42.3 FT E. OF CENTERLINE OF ASPHALT DRIVEWAY TO GARAGE OF
 OF1498'HOUSE 472
 OF1498'
 OF1498'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1498'4716 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT
 OF1498
 OF1498                          STATION RECOVERY (1995)
 OF1498
 OF1498'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1496 ***********************************************************************
 OF1496  DESIGNATION -  4717
 OF1496  PID         -  OF1496
 OF1496  STATE/COUNTY-  NY/MONROE
 OF1496  USGS QUAD   -  FAIRPORT (1978)
 OF1496
 OF1496                         *CURRENT SURVEY CONTROL
 OF1496  ___________________________________________________________________
 OF1496* NAD 83(1996)-  43 04 44.31015(N)    077 27 16.46865(W)     ADJUSTED  
 OF1496* NAVD 88     -       152.6    (meters)     501.     (feet)  VERTCON   
 OF1496  ___________________________________________________________________
 OF1496  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OF1496  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF1496
 OF1496  HORZ ORDER  -  SECOND
 OF1496
 OF1496.The horizontal coordinates were established by classical geodetic methods
 OF1496.and adjusted by the National Geodetic Survey in January 1999..
 OF1496
 OF1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1496
 OF1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1496
 OF1496.The geoid height was determined by GEOID03.
 OF1496
 OF1496;                    North         East     Units Scale Factor Converg.
 OF1496;SPC NY W     -   342,561.534   441,916.775   MT  1.00004140   +0 46 15.6
 OF1496;SPC NY W     - 1,123,887.30  1,449,855.29   sFT  1.00004140   +0 46 15.6
 OF1496;SPC NY C     -   342,311.528   179,053.442   MT  0.99999940   -0 35 42.3
 OF1496;SPC NY C     - 1,123,067.07    587,444.50   sFT  0.99999940   -0 35 42.3
 OF1496;UTM  18      - 4,772,509.166   300,183.899   MT  1.00009119   -1 40 37.4
 OF1496
 OF1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1496!SPC NY W     -   0.99998160  x   1.00004140  =   1.00002300
 OF1496!SPC NY C     -   0.99998160  x   0.99999940  =   0.99998100
 OF1496!UTM  18      -   0.99998160  x   1.00009119  =   1.00007279
 OF1496
 OF1496|---------------------------------------------------------------------|
 OF1496| PID    Reference Object                     Distance      Geod. Az  |
 OF1496|                                                           dddmmss.s |
 OF1496| OF1492 4718                                350.440 METERS 09018     |
 OF1496| OF1498 4716                                194.134 METERS 27407     |
 OF1496|---------------------------------------------------------------------|
 OF1496
 OF1496                          SUPERSEDED SURVEY CONTROL
 OF1496
 OF1496  NAD 83(1986)-  43 04 44.31866(N)    077 27 16.46650(W) AD(       ) 2
 OF1496  NAD 27      -  43 04 44.09122(N)    077 27 17.48555(W) AD(       ) 2
 OF1496  NGVD 29 (07/19/86)  152.8    (m)          501.     (f) VERT ANG       
 OF1496
 OF1496.Superseded values are not recommended for survey control.
 OF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1496.See file dsdata.txt to determine how the superseded data were derived.
 OF1496
 OF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0018472509(NAD 83)
 OF1496_MARKER: DD = SURVEY DISK
 OF1496_SETTING: 0 = UNSPECIFIED SETTING
 OF1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1496
 OF1496  HISTORY     - Date     Condition        Report By
 OF1496  HISTORY     - 1973     MONUMENTED       NY-055
 OF1496
 OF1496                          STATION DESCRIPTION
 OF1496
 OF1496'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1496'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF AYRAULT RD. (RT. 021),
 OF1496'230 FT + OR - E. OF NETTLE CREEK RD., AND W. OF SOUTH CROSS RD.
 OF1496'
 OF1496'32.1 FT S. OF CENTERLINE OF AYRAULT RD.
 OF1496'
 OF1496'13.9 FT W. OF EAST RANGELINE OF HOUSE 525
 OF1496'
 OF1496'62.5 FT NW OF N. EAST CORNER OF HOUSE 525
 OF1496'
 OF1496'57.8 FT E. OF UTILITY POLE RTC19 FMC 26-13
 OF1496'
 OF1496'1.0 FT SE OF MONROE COUNTY WITNESS POST
 OF1496'
 OF1496'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1496'4717 IN THE TOP OF A CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1492 ***********************************************************************
 OF1492  DESIGNATION -  4718
 OF1492  PID         -  OF1492
 OF1492  STATE/COUNTY-  NY/MONROE
 OF1492  USGS QUAD   -  FAIRPORT (1978)
 OF1492
 OF1492                         *CURRENT SURVEY CONTROL
 OF1492  ___________________________________________________________________
 OF1492* NAD 83(1996)-  43 04 44.25159(N)    077 27 00.97724(W)     ADJUSTED  
 OF1492* NAVD 88     -       160.2    (meters)     526.     (feet)  VERTCON   
 OF1492  ___________________________________________________________________
 OF1492  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 OF1492  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF1492
 OF1492  HORZ ORDER  -  SECOND
 OF1492
 OF1492.The horizontal coordinates were established by classical geodetic methods
 OF1492.and adjusted by the National Geodetic Survey in January 1999..
 OF1492
 OF1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1492
 OF1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1492
 OF1492.The geoid height was determined by GEOID03.
 OF1492
 OF1492;                    North         East     Units Scale Factor Converg.
 OF1492;SPC NY W     -   342,564.452   442,267.217   MT  1.00004219   +0 46 26.2
 OF1492;SPC NY W     - 1,123,896.87  1,451,005.03   sFT  1.00004219   +0 46 26.2
 OF1492;SPC NY C     -   342,306.091   179,403.839   MT  0.99999879   -0 35 31.7
 OF1492;SPC NY C     - 1,123,049.23    588,594.10   sFT  0.99999879   -0 35 31.7
 OF1492;UTM  18      - 4,772,497.111   300,534.163   MT  1.00008947   -1 40 26.8
 OF1492
 OF1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1492!SPC NY W     -   0.99998041  x   1.00004219  =   1.00002260
 OF1492!SPC NY C     -   0.99998041  x   0.99999879  =   0.99997920
 OF1492!UTM  18      -   0.99998041  x   1.00008947  =   1.00006988
 OF1492
 OF1492:                Primary Azimuth Mark                     Grid Az
 OF1492:SPC NY W     -  4719                                     089 03 44.6
 OF1492:SPC NY C     -  4719                                     090 25 42.5
 OF1492:UTM  18      -  4719                                     091 30 37.6
 OF1492
 OF1492|---------------------------------------------------------------------|
 OF1492| PID    Reference Object                     Distance      Geod. Az  |
 OF1492|                                                           dddmmss.s |
 OF1492| OF1491 4719                                426.891 METERS 0895010.8 |
 OF1492| OF1496 4717                                350.440 METERS 27018     |
 OF1492|---------------------------------------------------------------------|
 OF1492
 OF1492                          SUPERSEDED SURVEY CONTROL
 OF1492
 OF1492  NAD 83(1986)-  43 04 44.26012(N)    077 27 00.97509(W) AD(       ) 2
 OF1492  NAD 27      -  43 04 44.03258(N)    077 27 01.99535(W) AD(       ) 2
 OF1492  NGVD 29 (07/19/86)  160.4    (m)          526.     (f) VERT ANG       
 OF1492
 OF1492.Superseded values are not recommended for survey control.
 OF1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1492.See file dsdata.txt to determine how the superseded data were derived.
 OF1492
 OF1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0053472497(NAD 83)
 OF1492_MARKER: DD = SURVEY DISK
 OF1492_SETTING: 0 = UNSPECIFIED SETTING
 OF1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1492+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1492
 OF1492  HISTORY     - Date     Condition        Report By
 OF1492  HISTORY     - 1973     MONUMENTED       NY-055
 OF1492  HISTORY     - 19940729 GOOD             USPSQD
 OF1492  HISTORY     - 20050507 GOOD             USPSQD
 OF1492
 OF1492                          STATION DESCRIPTION
 OF1492
 OF1492'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1492'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF AYRAULT RD. (RT.021),
 OF1492'AND 380 FT + OR - E. OF THORNFIELD WAY
 OF1492'
 OF1492'32.2 FT S. OF CENTERLINE OF AYRAULT RD.
 OF1492'
 OF1492'126.4 FT + OR - E. OF EAST RANGELINE OF ST. JOHNS PARISH CENTER
 OF1492'
 OF1492'86.7 FT W. OF UTILITY POLE FMC26-19, RTC12
 OF1492'
 OF1492'11.5 FT SW OF 6X6 WOOD POST
 OF1492'
 OF1492'1.0 FT N. OF MONROE COUNTY WITNESS POST
 OF1492'
 OF1492'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1492'4718 IN THE TOP OF A CONCRETE POST AT GRADE
 OF1492
 OF1492                          STATION RECOVERY (1994)
 OF1492
 OF1492'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1492'RECOVERED IN GOOD CONDITION.
 OF1492
 OF1492                          STATION RECOVERY (2005)
 OF1492
 OF1492'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1492'MCDPW NO IDENTIFING NUMBER ON BRONZE DISK
 OF1492'0.4' BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1491 ***********************************************************************
 OF1491  DESIGNATION -  4719
 OF1491  PID         -  OF1491
 OF1491  STATE/COUNTY-  NY/MONROE
 OF1491  USGS QUAD   -  FAIRPORT (1978)
 OF1491
 OF1491                         *CURRENT SURVEY CONTROL
 OF1491  ___________________________________________________________________
 OF1491* NAD 83(1996)-  43 04 44.29067(N)    077 26 42.10609(W)     ADJUSTED  
 OF1491* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 OF1491  ___________________________________________________________________
 OF1491  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 OF1491  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF1491
 OF1491  HORZ ORDER  -  SECOND
 OF1491
 OF1491.The horizontal coordinates were established by classical geodetic methods
 OF1491.and adjusted by the National Geodetic Survey in January 1999..
 OF1491
 OF1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1491
 OF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1491
 OF1491.The geoid height was determined by GEOID03.
 OF1491
 OF1491;                    North         East     Units Scale Factor Converg.
 OF1491;SPC NY W     -   342,571.437   442,694.068   MT  1.00004316   +0 46 39.1
 OF1491;SPC NY W     - 1,123,919.79  1,452,405.45   sFT  1.00004316   +0 46 39.1
 OF1491;SPC NY C     -   342,302.898   179,830.717   MT  0.99999805   -0 35 18.8
 OF1491;SPC NY C     - 1,123,038.76    589,994.61   sFT  0.99999805   -0 35 18.8
 OF1491;UTM  18      - 4,772,485.858   300,960.943   MT  1.00008738   -1 40 13.9
 OF1491
 OF1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1491!SPC NY W     -   0.99997809  x   1.00004316  =   1.00002125
 OF1491!SPC NY C     -   0.99997809  x   0.99999805  =   0.99997614
 OF1491!UTM  18      -   0.99997809  x   1.00008738  =   1.00006547
 OF1491
 OF1491|---------------------------------------------------------------------|
 OF1491| PID    Reference Object                     Distance      Geod. Az  |
 OF1491|                                                           dddmmss.s |
 OF1491| OF1488 4720                                220.867 METERS 08453     |
 OF1491| OF1492 4718                                426.891 METERS 2695023.7 |
 OF1491|---------------------------------------------------------------------|
 OF1491
 OF1491                          SUPERSEDED SURVEY CONTROL
 OF1491
 OF1491  NAD 83(1986)-  43 04 44.29921(N)    077 26 42.10393(W) AD(       ) 2
 OF1491  NAD 27      -  43 04 44.07156(N)    077 26 43.12487(W) AD(       ) 2
 OF1491  NGVD 29 (07/19/86)  175.2    (m)          575.     (f) VERT ANG       
 OF1491
 OF1491.Superseded values are not recommended for survey control.
 OF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1491.See file dsdata.txt to determine how the superseded data were derived.
 OF1491
 OF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0096172486(NAD 83)
 OF1491_MARKER: DD = SURVEY DISK
 OF1491_SETTING: 0 = UNSPECIFIED SETTING
 OF1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1491+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1491
 OF1491  HISTORY     - Date     Condition        Report By
 OF1491  HISTORY     - 1973     MONUMENTED       NY-055
 OF1491  HISTORY     - 19940729 GOOD             USPSQD
 OF1491  HISTORY     - 20050507 GOOD             USPSQD
 OF1491
 OF1491                          STATION DESCRIPTION
 OF1491
 OF1491'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1491'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF AYRAULT RD. (RT.021),
 OF1491'AND 0.15 MI. W. OF MOSLEY ROAD (RT.250).
 OF1491'
 OF1491'32.2 FT S. OF CENTERLINE OF AYRAULT RD.
 OF1491'
 OF1491'16.3 FT W. OF WEST RANGELINE OF HOUSE 731
 OF1491'
 OF1491'54.0 FT NW OF N. WEST CORNER OF HOUSE 731
 OF1491'
 OF1491'20.6 FT E. OF UTILITY POLE EMC26-25, RTC5
 OF1491'
 OF1491'10 FT N. OF MONROE COUNTY WITNESS POST
 OF1491'
 OF1491'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1491'4719 IN THE TOP OF A CONCRETE POST AT GRADE
 OF1491
 OF1491                          STATION RECOVERY (1994)
 OF1491
 OF1491'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1491'RECOVERED IN GOOD CONDITION.
 OF1491
 OF1491                          STATION RECOVERY (2005)
 OF1491
 OF1491'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1491'MCDPW NO IDENTIFING NUMBER ON BRONZE DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1488 ***********************************************************************
 OF1488  DESIGNATION -  4720
 OF1488  PID         -  OF1488
 OF1488  STATE/COUNTY-  NY/MONROE
 OF1488  USGS QUAD   -  FAIRPORT (1978)
 OF1488
 OF1488                         *CURRENT SURVEY CONTROL
 OF1488  ___________________________________________________________________
 OF1488* NAD 83(1996)-  43 04 44.92810(N)    077 26 32.38119(W)     ADJUSTED  
 OF1488* NAVD 88     -       168.5    (meters)     553.     (feet)  VERTCON   
 OF1488  ___________________________________________________________________
 OF1488  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OF1488  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF1488
 OF1488  HORZ ORDER  -  SECOND
 OF1488
 OF1488.The horizontal coordinates were established by classical geodetic methods
 OF1488.and adjusted by the National Geodetic Survey in January 1999..
 OF1488
 OF1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1488
 OF1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1488
 OF1488.The geoid height was determined by GEOID03.
 OF1488
 OF1488;                    North         East     Units Scale Factor Converg.
 OF1488;SPC NY W     -   342,594.096   442,913.779   MT  1.00004366   +0 46 45.7
 OF1488;SPC NY W     - 1,123,994.13  1,453,126.29   sFT  1.00004366   +0 46 45.7
 OF1488;SPC NY C     -   342,320.312   180,050.896   MT  0.99999767   -0 35 12.2
 OF1488;SPC NY C     - 1,123,095.89    590,716.98   sFT  0.99999767   -0 35 12.2
 OF1488;UTM  18      - 4,772,499.112   301,181.430   MT  1.00008630   -1 40 07.2
 OF1488
 OF1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1488!SPC NY W     -   0.99997911  x   1.00004366  =   1.00002277
 OF1488!SPC NY C     -   0.99997911  x   0.99999767  =   0.99997678
 OF1488!UTM  18      -   0.99997911  x   1.00008630  =   1.00006541
 OF1488
 OF1488:                Primary Azimuth Mark                     Grid Az
 OF1488:SPC NY W     -  4 2 63                                   002 48 05.1
 OF1488:SPC NY C     -  4 2 63                                   004 10 03.0
 OF1488:UTM  18      -  4 2 63                                   005 14 58.0
 OF1488
 OF1488|---------------------------------------------------------------------|
 OF1488| PID    Reference Object                     Distance      Geod. Az  |
 OF1488|                                                           dddmmss.s |
 OF1488| OF1480 4 2 63                              415.729 METERS 0033450.8 |
 OF1488| OF1475 4723                                243.457 METERS 14137     |
 OF1488| OF1491 4719                                220.867 METERS 26453     |
 OF1488|---------------------------------------------------------------------|
 OF1488
 OF1488                          SUPERSEDED SURVEY CONTROL
 OF1488
 OF1488  NAD 83(1986)-  43 04 44.93665(N)    077 26 32.37903(W) AD(       ) 2
 OF1488  NAD 27      -  43 04 44.70894(N)    077 26 33.40032(W) AD(       ) 2
 OF1488  NGVD 29 (07/19/86)  168.7    (m)          553.     (f) VERT ANG       
 OF1488
 OF1488.Superseded values are not recommended for survey control.
 OF1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1488.See file dsdata.txt to determine how the superseded data were derived.
 OF1488
 OF1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0118172499(NAD 83)
 OF1488_MARKER: DD = SURVEY DISK
 OF1488_SETTING: 0 = UNSPECIFIED SETTING
 OF1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1488+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 OF1488
 OF1488  HISTORY     - Date     Condition        Report By
 OF1488  HISTORY     - 1973     MONUMENTED       NY-055
 OF1488  HISTORY     - 19950719 GOOD             USPSQD
 OF1488  HISTORY     - 20050507 GOOD             USPSQD
 OF1488
 OF1488                          STATION DESCRIPTION
 OF1488
 OF1488'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1488'IN THE TOWN OF PERINTON, IN THE NORTHWEST CORNER OF THE
 OF1488'INTERSECTION OF AYRAULT RD. (RT.021) AND MOSELY RD. (RT.250).
 OF1488'
 OF1488'25.6 FT N. OF CENTERLINE OF AYRAULT RD.
 OF1488'
 OF1488'80.0 FT W. OF CENTERLINE OF MOSELY RD.
 OF1488'
 OF1488'1.6 FT E. OF EAST RANGELINE OF HOUSE 789 ACROSS STREET
 OF1488'
 OF1488'45.0 FT SW OF UTILITY POLE 220 RTC 59
 OF1488'
 OF1488'22.9 FT E. OF N.Y.S. CONCRETE R.O.W. MARKER 0.1 ABOVE GRADE
 OF1488'
 OF1488'6.9 FT S. OF MONROE COUNTY WITNESS POST
 OF1488'
 OF1488'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1488'4720 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
 OF1488
 OF1488                          STATION RECOVERY (1995)
 OF1488
 OF1488'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1488'RECOVERED IN GOOD CONDITION.
 OF1488
 OF1488                          STATION RECOVERY (2005)
 OF1488
 OF1488'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1488'MARK STAMPED 4-2-419 NEW YORK STATE DOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1478 ***********************************************************************
 OF1478  DESIGNATION -  4721
 OF1478  PID         -  OF1478
 OF1478  STATE/COUNTY-  NY/MONROE
 OF1478  USGS QUAD   -  FAIRPORT (1978)
 OF1478
 OF1478                         *CURRENT SURVEY CONTROL
 OF1478  ___________________________________________________________________
 OF1478* NAD 83(1996)-  43 05 36.94461(N)    077 26 31.09485(W)     ADJUSTED  
 OF1478* NAVD 88     -       168.4    (meters)     552.     (feet)  VERTCON   
 OF1478  ___________________________________________________________________
 OF1478  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 OF1478  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF1478
 OF1478  HORZ ORDER  -  SECOND
 OF1478
 OF1478.The horizontal coordinates were established by classical geodetic methods
 OF1478.and adjusted by the National Geodetic Survey in January 1999..
 OF1478
 OF1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1478
 OF1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1478
 OF1478.The geoid height was determined by GEOID03.
 OF1478
 OF1478;                    North         East     Units Scale Factor Converg.
 OF1478;SPC NY W     -   344,199.620   442,921.031   MT  1.00004368   +0 46 47.4
 OF1478;SPC NY W     - 1,129,261.59  1,453,150.08   sFT  1.00004368   +0 46 47.4
 OF1478;SPC NY C     -   343,925.133   180,096.425   MT  0.99999759   -0 35 11.9
 OF1478;SPC NY C     - 1,128,361.04    590,866.35   sFT  0.99999759   -0 35 11.9
 OF1478;UTM  18      - 4,774,102.929   301,257.266   MT  1.00008593   -1 40 08.0
 OF1478
 OF1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1478!SPC NY W     -   0.99997913  x   1.00004368  =   1.00002281
 OF1478!SPC NY C     -   0.99997913  x   0.99999759  =   0.99997672
 OF1478!UTM  18      -   0.99997913  x   1.00008593  =   1.00006506
 OF1478
 OF1478                          SUPERSEDED SURVEY CONTROL
 OF1478
 OF1478  NAD 83(1986)-  43 05 36.95315(N)    077 26 31.09277(W) AD(       ) 2
 OF1478  NAD 27      -  43 05 36.72610(N)    077 26 32.11376(W) AD(       ) 2
 OF1478  NGVD 29 (07/19/86)  168.6    (m)          553.     (f) VERT ANG       
 OF1478
 OF1478.Superseded values are not recommended for survey control.
 OF1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1478.See file dsdata.txt to determine how the superseded data were derived.
 OF1478
 OF1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0125774103(NAD 83)
 OF1478_MARKER: DD = SURVEY DISK
 OF1478_SETTING: 0 = UNSPECIFIED SETTING
 OF1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1478
 OF1478  HISTORY     - Date     Condition        Report By
 OF1478  HISTORY     - 1973     MONUMENTED       NY-055
 OF1478
 OF1478                          STATION DESCRIPTION
 OF1478
 OF1478'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1478'IN THE TOWN OF PERINTON, ON THE EAST SIDE OF MAIN ST. IN
 OF1478'FAIRPORT, 0.2 MI N OF HULBURT RD AND 0.3 MI. S OF FAIRPORT RD.
 OF1478'IN FAIRPORT.
 OF1478'
 OF1478'17.6 FT E OF C.L. OF MAIN ST. IN FAIRPORT
 OF1478'
 OF1478'35.0 FT SE OF D.I.
 OF1478'
 OF1478'31.0 N OF HYDRANT
 OF1478'
 OF1478'4.4 FT W OF MONROE COUNTY WITNESS POST
 OF1478'
 OF1478'2.9 FT S OF N RANGE LINE OF HOUSE NO. 199
 OF1478'
 OF1478'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4721
 OF1478'IN THE TOP OF A CONCRETE POST IN CAST IRON FRAME AND COVER WHICH IS
 OF1478'AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1481 ***********************************************************************
 OF1481  DESIGNATION -  4722
 OF1481  PID         -  OF1481
 OF1481  STATE/COUNTY-  NY/MONROE
 OF1481  USGS QUAD   -  FAIRPORT (1978)
 OF1481
 OF1481                         *CURRENT SURVEY CONTROL
 OF1481  ___________________________________________________________________
 OF1481* NAD 83(1996)-  43 05 46.69591(N)    077 26 31.46199(W)     ADJUSTED  
 OF1481* NAVD 88     -       151.3    (meters)     496.     (feet)  VERTCON   
 OF1481  ___________________________________________________________________
 OF1481  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 OF1481  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF1481
 OF1481  HORZ ORDER  -  SECOND
 OF1481
 OF1481.The horizontal coordinates were established by classical geodetic methods
 OF1481.and adjusted by the National Geodetic Survey in January 1999..
 OF1481
 OF1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1481
 OF1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1481
 OF1481.The geoid height was determined by GEOID03.
 OF1481
 OF1481;                    North         East     Units Scale Factor Converg.
 OF1481;SPC NY W     -   344,500.414   442,908.633   MT  1.00004365   +0 46 47.3
 OF1481;SPC NY W     - 1,130,248.44  1,453,109.41   sFT  1.00004365   +0 46 47.3
 OF1481;SPC NY C     -   344,226.122   180,091.204   MT  0.99999760   -0 35 12.3
 OF1481;SPC NY C     - 1,129,348.54    590,849.23   sFT  0.99999760   -0 35 12.3
 OF1481;UTM  18      - 4,774,403.990   301,257.731   MT  1.00008592   -1 40 08.5
 OF1481
 OF1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1481!SPC NY W     -   0.99998181  x   1.00004365  =   1.00002546
 OF1481!SPC NY C     -   0.99998181  x   0.99999760  =   0.99997941
 OF1481!UTM  18      -   0.99998181  x   1.00008592  =   1.00006773
 OF1481
 OF1481                          SUPERSEDED SURVEY CONTROL
 OF1481
 OF1481  NAD 83(1986)-  43 05 46.70447(N)    077 26 31.45993(W) AD(       ) 2
 OF1481  NAD 27      -  43 05 46.47739(N)    077 26 32.48084(W) AD(       ) 2
 OF1481  NGVD 29 (07/19/86)  151.5    (m)          497.     (f) VERT ANG       
 OF1481
 OF1481.Superseded values are not recommended for survey control.
 OF1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1481.See file dsdata.txt to determine how the superseded data were derived.
 OF1481
 OF1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0125874404(NAD 83)
 OF1481_MARKER: DD = SURVEY DISK
 OF1481_SETTING: 0 = UNSPECIFIED SETTING
 OF1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1481
 OF1481  HISTORY     - Date     Condition        Report By
 OF1481  HISTORY     - 1973     MONUMENTED       NY-055
 OF1481
 OF1481                          STATION DESCRIPTION
 OF1481
 OF1481'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1481'IN THE TOWN OF PERINTON, ON THE WEST SIDE OF MAIN ST. IN FAIRPORT,
 OF1481'AND IN THE BLOCK BETWEEN CLINTON PL. AND ORCHARD ST.
 OF1481'
 OF1481'16.9 FT W. OF CENTERLINE OF MAIN ST. IN FAIRPORT
 OF1481'
 OF1481'21.8 FT S. OF CENTERLINE OF CLINTON PL.
 OF1481'
 OF1481'20.7 FT N. OF CENTERLINE OF ORCHARD ST. PRODUCED
 OF1481'
 OF1481'6.1 FT NW OF D.I.
 OF1481'
 OF1481'5.0 FT SE OF UTILITY POLE FMC 48-18
 OF1481'
 OF1481'8.2 FT NE OF MONROE COUNTY WITNESS POST
 OF1481'
 OF1481'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1481'4722 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT AND IN CAST
 OF1481'IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1475 ***********************************************************************
 OF1475  DESIGNATION -  4723
 OF1475  PID         -  OF1475
 OF1475  STATE/COUNTY-  NY/MONROE
 OF1475  USGS QUAD   -  FAIRPORT (1978)
 OF1475
 OF1475                         *CURRENT SURVEY CONTROL
 OF1475  ___________________________________________________________________
 OF1475* NAD 83(1996)-  43 04 38.74460(N)    077 26 25.69765(W)     ADJUSTED  
 OF1475* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 OF1475  ___________________________________________________________________
 OF1475  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 OF1475  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF1475
 OF1475  HORZ ORDER  -  SECOND
 OF1475
 OF1475.The horizontal coordinates were established by classical geodetic methods
 OF1475.and adjusted by the National Geodetic Survey in January 1999..
 OF1475
 OF1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1475
 OF1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1475
 OF1475.The geoid height was determined by GEOID03.
 OF1475
 OF1475;                    North         East     Units Scale Factor Converg.
 OF1475;SPC NY W     -   342,405.344   443,067.561   MT  1.00004402   +0 46 50.2
 OF1475;SPC NY W     - 1,123,374.87  1,453,630.82   sFT  1.00004402   +0 46 50.2
 OF1475;SPC NY C     -   342,127.956   180,200.127   MT  0.99999741   -0 35 07.6
 OF1475;SPC NY C     - 1,122,464.80    591,206.58   sFT  0.99999741   -0 35 07.6
 OF1475;UTM  18      - 4,772,303.955   301,327.016   MT  1.00008559   -1 40 02.5
 OF1475
 OF1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1475!SPC NY W     -   0.99997735  x   1.00004402  =   1.00002137
 OF1475!SPC NY C     -   0.99997735  x   0.99999741  =   0.99997476
 OF1475!UTM  18      -   0.99997735  x   1.00008559  =   1.00006294
 OF1475
 OF1475                          SUPERSEDED SURVEY CONTROL
 OF1475
 OF1475  NAD 83(1986)-  43 04 38.75315(N)    077 26 25.69548(W) AD(       ) 2
 OF1475  NAD 27      -  43 04 38.52534(N)    077 26 26.71703(W) AD(       ) 2
 OF1475  NGVD 29 (07/19/86)  179.9    (m)          590.     (f) VERT ANG       
 OF1475
 OF1475.Superseded values are not recommended for survey control.
 OF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1475.See file dsdata.txt to determine how the superseded data were derived.
 OF1475
 OF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0132772304(NAD 83)
 OF1475_MARKER: DD = SURVEY DISK
 OF1475_SETTING: 0 = UNSPECIFIED SETTING
 OF1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1475
 OF1475  HISTORY     - Date     Condition        Report By
 OF1475  HISTORY     - 1973     MONUMENTED       NY-055
 OF1475  HISTORY     - 19940729 GOOD             USPSQD
 OF1475  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OF1475
 OF1475                          STATION DESCRIPTION
 OF1475
 OF1475'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1475'IN THE TOWN OF PERINTON, ON THE EASTSIDE OF MOSLEY RD. (RT.250),
 OF1475'0.6 MI. N. OF PALMYRA RD. (RT.31) AND 0.15 MI. S. OF AYRAULT RD.
 OF1475'(RT.021)
 OF1475'
 OF1475'19.0 FT E. OF CENTERLINE OF MOSLEY RD.
 OF1475'
 OF1475'5.5 FT S. OF NORTH RANGELINE OF HOUSE 396
 OF1475'
 OF1475'84.9 FT SW OF NORTH W. CORNER OF HOUSE 396
 OF1475'
 OF1475'100.0 FT NW OF SOUTH W. CORNER OF HOUSE 396
 OF1475'
 OF1475'4.5 FT W. OF MONROE COUNTY WITNESS POST
 OF1475'
 OF1475'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1475'4723 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF1475
 OF1475                          STATION RECOVERY (1994)
 OF1475
 OF1475'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1475'RECOVERED IN GOOD CONDITION.
 OF1475
 OF1475                          STATION RECOVERY (2005)
 OF1475
 OF1475'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1475'ROAD WIDENED AND NEW SIDWALKS ADDED RECENTLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1476 ***********************************************************************
 OF1476  DESIGNATION -  4724
 OF1476  PID         -  OF1476
 OF1476  STATE/COUNTY-  NY/MONROE
 OF1476  USGS QUAD   -  FAIRPORT (1978)
 OF1476
 OF1476                         *CURRENT SURVEY CONTROL
 OF1476  ___________________________________________________________________
 OF1476* NAD 83(1996)-  43 04 33.91206(N)    077 26 25.88161(W)     ADJUSTED  
 OF1476* NAVD 88     -       183.4    (meters)     602.     (feet)  VERTCON   
 OF1476  ___________________________________________________________________
 OF1476  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 OF1476  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF1476
 OF1476  HORZ ORDER  -  SECOND
 OF1476
 OF1476.The horizontal coordinates were established by classical geodetic methods
 OF1476.and adjusted by the National Geodetic Survey in January 1999..
 OF1476
 OF1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1476
 OF1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1476
 OF1476.The geoid height was determined by GEOID03.
 OF1476
 OF1476;                    North         East     Units Scale Factor Converg.
 OF1476;SPC NY W     -   342,256.165   443,065.432   MT  1.00004401   +0 46 50.0
 OF1476;SPC NY W     - 1,122,885.43  1,453,623.84   sFT  1.00004401   +0 46 50.0
 OF1476;SPC NY C     -   341,978.877   180,194.442   MT  0.99999742   -0 35 07.6
 OF1476;SPC NY C     - 1,121,975.70    591,187.93   sFT  0.99999742   -0 35 07.6
 OF1476;UTM  18      - 4,772,154.997   301,318.516   MT  1.00008563   -1 40 02.4
 OF1476
 OF1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1476!SPC NY W     -   0.99997677  x   1.00004401  =   1.00002078
 OF1476!SPC NY C     -   0.99997677  x   0.99999742  =   0.99997419
 OF1476!UTM  18      -   0.99997677  x   1.00008563  =   1.00006240
 OF1476
 OF1476|---------------------------------------------------------------------|
 OF1476| PID    Reference Object                     Distance      Geod. Az  |
 OF1476|                                                           dddmmss.s |
 OF1476| OF1475 4723                                149.188 METERS 00136     |
 OF1476| OF1486 4725                                359.286 METERS 20306     |
 OF1476|---------------------------------------------------------------------|
 OF1476
 OF1476                          SUPERSEDED SURVEY CONTROL
 OF1476
 OF1476  NAD 83(1986)-  43 04 33.92062(N)    077 26 25.87944(W) AD(       ) 2
 OF1476  NAD 27      -  43 04 33.69279(N)    077 26 26.90103(W) AD(       ) 2
 OF1476  NGVD 29 (07/19/86)  183.6    (m)          602.     (f) VERT ANG       
 OF1476
 OF1476.Superseded values are not recommended for survey control.
 OF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1476.See file dsdata.txt to determine how the superseded data were derived.
 OF1476
 OF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0131972155(NAD 83)
 OF1476_MARKER: DD = SURVEY DISK
 OF1476_SETTING: 0 = UNSPECIFIED SETTING
 OF1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1476
 OF1476  HISTORY     - Date     Condition        Report By
 OF1476  HISTORY     - 1973     MONUMENTED       NY-055
 OF1476  HISTORY     - 19940729 GOOD             USPSQD
 OF1476  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OF1476
 OF1476                          STATION DESCRIPTION
 OF1476
 OF1476'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1476'IN THE TOWN OF PERINTON, ON THE WEST SIDE OF MOSELY RD. (RT.250),
 OF1476'0.5 MI. N. OF PALMYRA RD. (RT.31), AND 0.25 MI. S. OF AYRAULT RD.
 OF1476'(RT.021)
 OF1476'
 OF1476'17.7 FT E. OF CENTERLINE OF MOSLEY RD.
 OF1476'
 OF1476'16.7 FT N. OF MOST NORTHERLY RANGELINE OF HOUSE 436
 OF1476'
 OF1476'93.2 FT NW OF MOST NORTHERLY CORNER OF HOUSE 436
 OF1476'
 OF1476'18.8 FT N. OF 4 IN X 8 IN WOOD POST
 OF1476'
 OF1476'6.3 FT W. OF MONROE COUNTY WITNESS POST
 OF1476'
 OF1476'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1476'4724 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF1476
 OF1476                          STATION RECOVERY (1994)
 OF1476
 OF1476'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1476'RECOVERED IN GOOD CONDITION.
 OF1476
 OF1476                          STATION RECOVERY (2005)
 OF1476
 OF1476'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1476'ROAD WIDENED AND NEW SIDWALKS ADDED RECENTLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1486 ***********************************************************************
 OF1486  DESIGNATION -  4725
 OF1486  PID         -  OF1486
 OF1486  STATE/COUNTY-  NY/MONROE
 OF1486  USGS QUAD   -  FAIRPORT (1978)
 OF1486
 OF1486                         *CURRENT SURVEY CONTROL
 OF1486  ___________________________________________________________________
 OF1486* NAD 83(1996)-  43 04 23.20291(N)    077 26 32.11252(W)     ADJUSTED  
 OF1486* NAVD 88     -       169.1    (meters)     555.     (feet)  VERTCON   
 OF1486  ___________________________________________________________________
 OF1486  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 OF1486  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF1486
 OF1486  HORZ ORDER  -  SECOND
 OF1486
 OF1486.The horizontal coordinates were established by classical geodetic methods
 OF1486.and adjusted by the National Geodetic Survey in January 1999..
 OF1486
 OF1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1486
 OF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1486
 OF1486.The geoid height was determined by GEOID03.
 OF1486
 OF1486;                    North         East     Units Scale Factor Converg.
 OF1486;SPC NY W     -   341,923.783   442,928.976   MT  1.00004370   +0 46 45.6
 OF1486;SPC NY W     - 1,121,794.94  1,453,176.15   sFT  1.00004370   +0 46 45.6
 OF1486;SPC NY C     -   341,649.858   180,050.109   MT  0.99999767   -0 35 11.8
 OF1486;SPC NY C     - 1,120,896.24    590,714.40   sFT  0.99999767   -0 35 11.8
 OF1486;UTM  18      - 4,771,828.733   301,167.983   MT  1.00008637   -1 40 06.4
 OF1486
 OF1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1486!SPC NY W     -   0.99997901  x   1.00004370  =   1.00002271
 OF1486!SPC NY C     -   0.99997901  x   0.99999767  =   0.99997668
 OF1486!UTM  18      -   0.99997901  x   1.00008637  =   1.00006538
 OF1486
 OF1486|---------------------------------------------------------------------|
 OF1486| PID    Reference Object                     Distance      Geod. Az  |
 OF1486|                                                           dddmmss.s |
 OF1486| OF1476 4724                                359.286 METERS 02306     |
 OF1486| OF1487 4726                                437.963 METERS 1801013.2 |
 OF1486|---------------------------------------------------------------------|
 OF1486
 OF1486                          SUPERSEDED SURVEY CONTROL
 OF1486
 OF1486  NAD 83(1986)-  43 04 23.21147(N)    077 26 32.11032(W) AD(       ) 2
 OF1486  NAD 27      -  43 04 22.98366(N)    077 26 33.13183(W) AD(       ) 2
 OF1486  NGVD 29 (07/19/86)  169.3    (m)          555.     (f) VERT ANG       
 OF1486
 OF1486.Superseded values are not recommended for survey control.
 OF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1486.See file dsdata.txt to determine how the superseded data were derived.
 OF1486
 OF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0116871829(NAD 83)
 OF1486_MARKER: DD = SURVEY DISK
 OF1486_SETTING: 0 = UNSPECIFIED SETTING
 OF1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1486
 OF1486  HISTORY     - Date     Condition        Report By
 OF1486  HISTORY     - 1973     MONUMENTED       NY-055
 OF1486
 OF1486                          STATION DESCRIPTION
 OF1486
 OF1486'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1486'IN THE TOWN OF PERINTON, AT THE MERGING OF MOSLEY RD. (RT.250)
 OF1486'AND MOSLEY CIRCLE
 OF1486'
 OF1486'11.2 FT E. OF CENTERLINE OF MOSLEY CIRCLE
 OF1486'
 OF1486'5.2 FT S. OF SOUTH RANGELINE OF HOUSE 121 ON MOSLEY CIRCLE
 OF1486'
 OF1486'122.0 FT E. OF SOUTH E. CORNER OF HOUSE 121 ON MOSLEY CIRCLE
 OF1486'
 OF1486'3.6 FT W. OF ROUTE SIGN
 OF1486'
 OF1486'3.1 FT SW OF MONROE COUNTY WITNESS POST
 OF1486'
 OF1486'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1486'4725 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1487 ***********************************************************************
 OF1487  DESIGNATION -  4726
 OF1487  PID         -  OF1487
 OF1487  STATE/COUNTY-  NY/MONROE
 OF1487  USGS QUAD   -  FAIRPORT (1978)
 OF1487
 OF1487                         *CURRENT SURVEY CONTROL
 OF1487  ___________________________________________________________________
 OF1487* NAD 83(1996)-  43 04 09.01079(N)    077 26 32.17007(W)     ADJUSTED  
 OF1487* NAVD 88     -       167.3    (meters)     549.     (feet)  VERTCON   
 OF1487  ___________________________________________________________________
 OF1487  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OF1487  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF1487
 OF1487  HORZ ORDER  -  SECOND
 OF1487
 OF1487.The horizontal coordinates were established by classical geodetic methods
 OF1487.and adjusted by the National Geodetic Survey in January 1999..
 OF1487
 OF1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1487
 OF1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1487
 OF1487.The geoid height was determined by GEOID03.
 OF1487
 OF1487;                    North         East     Units Scale Factor Converg.
 OF1487;SPC NY W     -   341,485.825   442,933.631   MT  1.00004371   +0 46 45.4
 OF1487;SPC NY W     - 1,120,358.08  1,453,191.42   sFT  1.00004371   +0 46 45.4
 OF1487;SPC NY C     -   341,211.933   180,044.323   MT  0.99999768   -0 35 11.7
 OF1487;SPC NY C     - 1,119,459.48    590,695.42   sFT  0.99999768   -0 35 11.7
 OF1487;UTM  18      - 4,771,390.957   301,153.930   MT  1.00008643   -1 40 06.0
 OF1487
 OF1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1487!SPC NY W     -   0.99997929  x   1.00004371  =   1.00002300
 OF1487!SPC NY C     -   0.99997929  x   0.99999768  =   0.99997697
 OF1487!UTM  18      -   0.99997929  x   1.00008643  =   1.00006572
 OF1487
 OF1487:                Primary Azimuth Mark                     Grid Az
 OF1487:SPC NY W     -  4725                                     359 23 27.8
 OF1487:SPC NY C     -  4725                                     000 45 24.9
 OF1487:UTM  18      -  4725                                     001 50 19.2
 OF1487
 OF1487|---------------------------------------------------------------------|
 OF1487| PID    Reference Object                     Distance      Geod. Az  |
 OF1487|                                                           dddmmss.s |
 OF1487| OF1486 4725                                437.963 METERS 0001013.2 |
 OF1487|---------------------------------------------------------------------|
 OF1487
 OF1487                          SUPERSEDED SURVEY CONTROL
 OF1487
 OF1487  NAD 83(1986)-  43 04 09.01936(N)    077 26 32.16786(W) AD(       ) 2
 OF1487  NAD 27      -  43 04 08.79145(N)    077 26 33.18954(W) AD(       ) 2
 OF1487  NGVD 29 (07/19/86)  167.5    (m)          550.     (f) VERT ANG       
 OF1487
 OF1487.Superseded values are not recommended for survey control.
 OF1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1487.See file dsdata.txt to determine how the superseded data were derived.
 OF1487
 OF1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0115471391(NAD 83)
 OF1487_MARKER: DD = SURVEY DISK
 OF1487_SETTING: 0 = UNSPECIFIED SETTING
 OF1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1487
 OF1487  HISTORY     - Date     Condition        Report By
 OF1487  HISTORY     - 1973     MONUMENTED       NY-055
 OF1487
 OF1487                          STATION DESCRIPTION
 OF1487
 OF1487'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1487'IN THE TOWN OF PERINTON, IN THE SOUTHEAST CORNER IN PAVEMENT OF
 OF1487'THE INTERSECTION OF PALMYRA RD. (RT.31) AND MOSLEY RD. (RT.250)
 OF1487'
 OF1487'45.0 FT S. OF CENTERLINE OF PALMYRA RD.
 OF1487'
 OF1487'24.8 FT E. OF CENTERLINE OF MOSLEY RD.
 OF1487'
 OF1487'16.5 FT N. OF ROUTE SIGN
 OF1487'
 OF1487'25.5 FT NW OF HYDRANT
 OF1487'
 OF1487'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4726
 OF1487'IN THE TOP OF A CONCRETE POST COVERED 0.8 FT AND IN CAST IRON
 OF1487'FRAME AND COVER WHICH IS AT GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1490 ***********************************************************************
 OF1490  DESIGNATION -  4727
 OF1490  PID         -  OF1490
 OF1490  STATE/COUNTY-  NY/MONROE
 OF1490  USGS QUAD   -  FAIRPORT (1978)
 OF1490
 OF1490                         *CURRENT SURVEY CONTROL
 OF1490  ___________________________________________________________________
 OF1490* NAD 83(1996)-  43 03 43.51094(N)    077 26 32.82826(W)     ADJUSTED  
 OF1490* NAVD 88     -       204.0    (meters)     669.     (feet)  VERTCON   
 OF1490  ___________________________________________________________________
 OF1490  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 OF1490  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF1490
 OF1490  HORZ ORDER  -  SECOND
 OF1490
 OF1490.The horizontal coordinates were established by classical geodetic methods
 OF1490.and adjusted by the National Geodetic Survey in January 1999..
 OF1490
 OF1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1490
 OF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1490
 OF1490.The geoid height was determined by GEOID03.
 OF1490
 OF1490;                    North         East     Units Scale Factor Converg.
 OF1490;SPC NY W     -   340,698.750   442,929.441   MT  1.00004370   +0 46 44.5
 OF1490;SPC NY W     - 1,117,775.82  1,453,177.67   sFT  1.00004370   +0 46 44.5
 OF1490;SPC NY C     -   340,425.218   180,021.375   MT  0.99999772   -0 35 11.8
 OF1490;SPC NY C     - 1,116,878.40    590,620.13   sFT  0.99999772   -0 35 11.8
 OF1490;UTM  18      - 4,770,604.745   301,116.131   MT  1.00008662   -1 40 05.6
 OF1490
 OF1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1490!SPC NY W     -   0.99997353  x   1.00004370  =   1.00001723
 OF1490!SPC NY C     -   0.99997353  x   0.99999772  =   0.99997125
 OF1490!UTM  18      -   0.99997353  x   1.00008662  =   1.00006015
 OF1490
 OF1490:                Primary Azimuth Mark                     Grid Az
 OF1490:SPC NY W     -  4725                                     359 58 42.1
 OF1490:SPC NY C     -  4725                                     001 20 38.4
 OF1490:UTM  18      -  4725                                     002 25 32.2
 OF1490
 OF1490|---------------------------------------------------------------------|
 OF1490| PID    Reference Object                     Distance      Geod. Az  |
 OF1490|                                                           dddmmss.s |
 OF1490| OF1486 4725                                APPROX. 1.2 KM 0004526.6 |
 OF1490| OF1489 4728                                APPROX. 0.6 KM 1793839.4 |
 OF1490|---------------------------------------------------------------------|
 OF1490
 OF1490                          SUPERSEDED SURVEY CONTROL
 OF1490
 OF1490  NAD 83(1986)-  43 03 43.51949(N)    077 26 32.82603(W) AD(       ) 2
 OF1490  NAD 27      -  43 03 43.29138(N)    077 26 33.84802(W) AD(       ) 2
 OF1490  NGVD 29 (07/19/86)  204.2    (m)          670.     (f) VERT ANG       
 OF1490
 OF1490.Superseded values are not recommended for survey control.
 OF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1490.See file dsdata.txt to determine how the superseded data were derived.
 OF1490
 OF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0111670605(NAD 83)
 OF1490_MARKER: DD = SURVEY DISK
 OF1490_SETTING: 0 = UNSPECIFIED SETTING
 OF1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1490
 OF1490  HISTORY     - Date     Condition        Report By
 OF1490  HISTORY     - 1973     MONUMENTED       NY-055
 OF1490  HISTORY     - 19950719 GOOD             USPSQD
 OF1490  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OF1490
 OF1490                          STATION DESCRIPTION
 OF1490
 OF1490'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1490'IN THE TOWN OF PERINTON, ON THE WEST SIDE OF MOSLEY RD. (RT.250),
 OF1490'0.55 MI. N. OF GARNSEY RD. AND 0.5 MI. S. OF PALMYRA RD. (RT.31)
 OF1490'
 OF1490'18.1 FT W. OF CENTERLINE OF MOSLEY RD.
 OF1490'
 OF1490'15.3 FT E. OF UTILITY POLE FMC 0-59 14
 OF1490'
 OF1490'48.9 FT W. OF 8 IN X 12 IN WOOD STATION MARKER ACROSS STREET
 OF1490'
 OF1490'7.5 FT E. OF MONROE COUNTY WITNESS POST
 OF1490'
 OF1490'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4727
 OF1490'IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
 OF1490
 OF1490                          STATION RECOVERY (1995)
 OF1490
 OF1490'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1490'RECOVERED IN GOOD CONDITION.
 OF1490
 OF1490                          STATION RECOVERY (2005)
 OF1490
 OF1490'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1489 ***********************************************************************
 OF1489  DESIGNATION -  4728
 OF1489  PID         -  OF1489
 OF1489  STATE/COUNTY-  NY/MONROE
 OF1489  USGS QUAD   -  FAIRPORT (1978)
 OF1489
 OF1489                         *CURRENT SURVEY CONTROL
 OF1489  ___________________________________________________________________
 OF1489* NAD 83(1996)-  43 03 24.87034(N)    077 26 32.67044(W)     ADJUSTED  
 OF1489* NAVD 88     -       215.5    (meters)     707.     (feet)  VERTCON   
 OF1489  ___________________________________________________________________
 OF1489  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OF1489  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1489
 OF1489  HORZ ORDER  -  SECOND
 OF1489
 OF1489.The horizontal coordinates were established by classical geodetic methods
 OF1489.and adjusted by the National Geodetic Survey in January 1999..
 OF1489
 OF1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1489
 OF1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1489
 OF1489.The geoid height was determined by GEOID03.
 OF1489
 OF1489;                    North         East     Units Scale Factor Converg.
 OF1489;SPC NY W     -   340,123.588   442,940.833   MT  1.00004373   +0 46 44.4
 OF1489;SPC NY W     - 1,115,888.80  1,453,215.05   sFT  1.00004373   +0 46 44.4
 OF1489;SPC NY C     -   339,849.975   180,019.057   MT  0.99999772   -0 35 11.5
 OF1489;SPC NY C     - 1,114,991.13    590,612.52   sFT  0.99999772   -0 35 11.5
 OF1489;UTM  18      - 4,770,029.597   301,102.954   MT  1.00008669   -1 40 04.9
 OF1489
 OF1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1489!SPC NY W     -   0.99997172  x   1.00004373  =   1.00001545
 OF1489!SPC NY C     -   0.99997172  x   0.99999772  =   0.99996944
 OF1489!UTM  18      -   0.99997172  x   1.00008669  =   1.00005841
 OF1489
 OF1489|---------------------------------------------------------------------|
 OF1489| PID    Reference Object                     Distance      Geod. Az  |
 OF1489|                                                           dddmmss.s |
 OF1489| OF1484 4729                                270.923 METERS 17705     |
 OF1489| OF1490 4727                                APPROX. 0.6 KM 3593839.5 |
 OF1489|---------------------------------------------------------------------|
 OF1489
 OF1489                          SUPERSEDED SURVEY CONTROL
 OF1489
 OF1489  NAD 83(1986)-  43 03 24.87890(N)    077 26 32.66818(W) AD(       ) 2
 OF1489  NAD 27      -  43 03 24.65053(N)    077 26 33.69045(W) AD(       ) 2
 OF1489  NGVD 29 (07/19/86)  215.7    (m)          708.     (f) VERT ANG       
 OF1489
 OF1489.Superseded values are not recommended for survey control.
 OF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1489.See file dsdata.txt to determine how the superseded data were derived.
 OF1489
 OF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0110370030(NAD 83)
 OF1489_MARKER: DD = SURVEY DISK
 OF1489_SETTING: 0 = UNSPECIFIED SETTING
 OF1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1489
 OF1489  HISTORY     - Date     Condition        Report By
 OF1489  HISTORY     - 1973     MONUMENTED       NY-055
 OF1489  HISTORY     - 19950719 GOOD             USPSQD
 OF1489  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OF1489
 OF1489                          STATION DESCRIPTION
 OF1489
 OF1489'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1489'IN THE TOWN OF PERINTON, ON THE WEST SIDE OF MOSLEY RD. (RT.250),
 OF1489'0.2 MI. N. OF GARNSEY RD., AND 0.89 MI. S. OF PALMYRA RD. (RT.31)
 OF1489'
 OF1489'16.5 FT W. OF CENTERLINE OF MOSLEY RD.
 OF1489'
 OF1489'12.4 FT S. OF NORTH RANGELINE OF HOUSE 997
 OF1489'
 OF1489'96.5 FT SE OF NORTH E. CORNER OF HOUSE 997
 OF1489'
 OF1489'33.1 FT SE OF UTILITY POLE FMC 30-58, RTC 23
 OF1489'
 OF1489'4.9 FT E OF MONROE COUNTY WITNESS POST
 OF1489'
 OF1489'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1489'4728 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF1489
 OF1489                          STATION RECOVERY (1995)
 OF1489
 OF1489'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1489'RECOVERED IN GOOD CONDITION.
 OF1489
 OF1489                          STATION RECOVERY (2005)
 OF1489
 OF1489'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1484 ***********************************************************************
 OF1484  DESIGNATION -  4729
 OF1484  PID         -  OF1484
 OF1484  STATE/COUNTY-  NY/MONROE
 OF1484  USGS QUAD   -  FAIRPORT (1978)
 OF1484
 OF1484                         *CURRENT SURVEY CONTROL
 OF1484  ___________________________________________________________________
 OF1484* NAD 83(1996)-  43 03 16.10239(N)    077 26 32.06282(W)     ADJUSTED  
 OF1484* NAVD 88     -       216.6    (meters)     711.     (feet)  VERTCON   
 OF1484  ___________________________________________________________________
 OF1484  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OF1484  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OF1484
 OF1484  HORZ ORDER  -  SECOND
 OF1484
 OF1484.The horizontal coordinates were established by classical geodetic methods
 OF1484.and adjusted by the National Geodetic Survey in January 1999..
 OF1484
 OF1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1484
 OF1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1484
 OF1484.The geoid height was determined by GEOID03.
 OF1484
 OF1484;                    North         East     Units Scale Factor Converg.
 OF1484;SPC NY W     -   339,853.215   442,958.262   MT  1.00004377   +0 46 44.7
 OF1484;SPC NY W     - 1,115,001.76  1,453,272.23   sFT  1.00004377   +0 46 44.7
 OF1484;SPC NY C     -   339,579.275   180,030.037   MT  0.99999771   -0 35 11.0
 OF1484;SPC NY C     - 1,114,103.00    590,648.55   sFT  0.99999771   -0 35 11.0
 OF1484;UTM  18      - 4,769,758.714   301,108.824   MT  1.00008666   -1 40 04.2
 OF1484
 OF1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1484!SPC NY W     -   0.99997155  x   1.00004377  =   1.00001532
 OF1484!SPC NY C     -   0.99997155  x   0.99999771  =   0.99996926
 OF1484!UTM  18      -   0.99997155  x   1.00008666  =   1.00005821
 OF1484
 OF1484:                Primary Azimuth Mark                     Grid Az
 OF1484:SPC NY W     -  4730                                     273 42 18.5
 OF1484:SPC NY C     -  4730                                     275 04 14.2
 OF1484:UTM  18      -  4730                                     276 09 07.4
 OF1484
 OF1484|---------------------------------------------------------------------|
 OF1484| PID    Reference Object                     Distance      Geod. Az  |
 OF1484|                                                           dddmmss.s |
 OF1484| OF1493 4730                                APPROX. 0.7 KM 2742903.2 |
 OF1484| OF1489 4728                                270.923 METERS 35705     |
 OF1484|---------------------------------------------------------------------|
 OF1484
 OF1484                          SUPERSEDED SURVEY CONTROL
 OF1484
 OF1484  NAD 83(1986)-  43 03 16.11095(N)    077 26 32.06054(W) AD(       ) 2
 OF1484  NAD 27      -  43 03 15.88237(N)    077 26 33.08296(W) AD(       ) 2
 OF1484  NGVD 29 (07/19/86)  216.8    (m)          711.     (f) VERT ANG       
 OF1484
 OF1484.Superseded values are not recommended for survey control.
 OF1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1484.See file dsdata.txt to determine how the superseded data were derived.
 OF1484
 OF1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0110969759(NAD 83)
 OF1484_MARKER: DD = SURVEY DISK
 OF1484_SETTING: 0 = UNSPECIFIED SETTING
 OF1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1484
 OF1484  HISTORY     - Date     Condition        Report By
 OF1484  HISTORY     - 1973     MONUMENTED       NY-055
 OF1484  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1484
 OF1484                          STATION DESCRIPTION
 OF1484
 OF1484'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1484'IN THE TOWN OF PERINTON, IN THE NORTHEAST CORNER OF THE
 OF1484'INTERSECTION OF MOSLEY RD. (RT.250) AND GARNSEY RD.
 OF1484'
 OF1484'31.7 FT E. OF CENTERLINE OF MOSLEY RD.
 OF1484'
 OF1484'21.3 FT N OF CENTERLINE OF GARNSEY RD.
 OF1484'
 OF1484'24.1 FT W OF UTILITY POLE FMC 31-1 1/2, 470 RTC 1
 OF1484'
 OF1484'11.2 FT SW OF MONROE COUNTY WITNESS POST
 OF1484'
 OF1484'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1484'4729 IN THE TOP OF A CONCRETE POST COVERED 1.4 FT AND IN CAST
 OF1484'IRON FRAME AND COVER WHICH IS AT GRADE
 OF1484
 OF1484                          STATION RECOVERY (1995)
 OF1484
 OF1484'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0512 ***********************************************************************
 LY0512  DESIGNATION -  473
 LY0512  PID         -  LY0512
 LY0512  STATE/COUNTY-  NY/ORANGE
 LY0512  USGS QUAD   -  PINE ISLAND (1969)
 LY0512
 LY0512                         *CURRENT SURVEY CONTROL
 LY0512  ___________________________________________________________________
 LY0512* NAD 83(1986)-  41 16 33.     (N)    074 24 42.     (W)     SCALED    
 LY0512* NAVD 88     -       144.013  (meters)     472.48   (feet)  ADJUSTED  
 LY0512  ___________________________________________________________________
 LY0512  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY0512  DYNAMIC HT  -         143.954 (meters)     472.29  (feet)  COMP
 LY0512  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 LY0512
 LY0512  VERT ORDER  -  SECOND    CLASS 0
 LY0512
 LY0512.The horizontal coordinates were scaled from a topographic map and have
 LY0512.an estimated accuracy of +/- 6 seconds.
 LY0512
 LY0512.The orthometric height was determined by differential leveling
 LY0512.and adjusted by the National Geodetic Survey in June 1991..
 LY0512
 LY0512.The geoid height was determined by GEOID03.
 LY0512
 LY0512.The dynamic height is computed by dividing the NAVD 88
 LY0512.geopotential number by the normal gravity value computed on the
 LY0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0512.degrees latitude (g = 980.6199 gals.).
 LY0512
 LY0512.The modeled gravity was interpolated from observed gravity values.
 LY0512
 LY0512;                    North         East    Units  Estimated Accuracy
 LY0512;SPC NY E     -   271,180.      157,400.      MT  (+/- 180 meters Scaled)
 LY0512
 LY0512                          SUPERSEDED SURVEY CONTROL
 LY0512
 LY0512  NGVD 29 (??/??/92)  144.238  (m)          473.22   (f) ADJ UNCH    2 0
 LY0512
 LY0512.Superseded values are not recommended for survey control.
 LY0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0512.See file dsdata.txt to determine how the superseded data were derived.
 LY0512
 LY0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL492695(NAD 83)
 LY0512_MARKER: DD = SURVEY DISK
 LY0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0512_SP_SET: BUILDING
 LY0512_STAMPING: 473 ALBANY 1903 ADJ
 LY0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0512
 LY0512  HISTORY     - Date     Condition        Report By
 LY0512  HISTORY     - 1903     MONUMENTED       USGS
 LY0512  HISTORY     - 1942     GOOD             NGS
 LY0512  HISTORY     - 20041030 GOOD             INDIV
 LY0512
 LY0512                          STATION DESCRIPTION
 LY0512
 LY0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0512'3.5 MI NW FROM WARWICK.
 LY0512'ABOUT 3.5 MILES NORTHWEST ALONG A SURFACED ROAD FROM THE POST
 LY0512'OFFICE AT WARWICK, AT EDENVILLE IN THE STONE RESIDENCE OF SELLY
 LY0512'SMITH, A U.S.G.S. DISK SET VERTICALLY IN THE EAST END OF THE
 LY0512'SOUTH FACE OF THE STONE WALL, 2.0 FEET ABOVE THE GROUND, 54
 LY0512'FEET NORTHWEST OF THE CENTER LINE OF A SIDE ROAD RUNNING SOUTHWEST,
 LY0512'34 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD.
 LY0512
 LY0512                          STATION RECOVERY (2004)
 LY0512
 LY0512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY0512'RECOVERED IN GOOD CONDITION. THE MARK IS SET VERTICALLY IN THE
 LY0512'SOUTHEAST FACE OF THE HISTORIC DR. JAMES YOUNG HOUSE AT 260 PINE
 LY0512'ISLAND TURNPIKE.
 LY0512' 
 LY0512'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR THE STATION
 LY0512'ARE 41 16 34.32(N) 074 24 41.22(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1493 ***********************************************************************
 OF1493  DESIGNATION -  4730
 OF1493  PID         -  OF1493
 OF1493  STATE/COUNTY-  NY/MONROE
 OF1493  USGS QUAD   -  FAIRPORT (1978)
 OF1493
 OF1493                         *CURRENT SURVEY CONTROL
 OF1493  ___________________________________________________________________
 OF1493* NAD 83(1996)-  43 03 17.78701(N)    077 27 01.37300(W)     ADJUSTED  
 OF1493* NAVD 88     -       218.6    (meters)     717.     (feet)  VERTCON   
 OF1493  ___________________________________________________________________
 OF1493  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 OF1493  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1493
 OF1493  HORZ ORDER  -  SECOND
 OF1493
 OF1493.The horizontal coordinates were established by classical geodetic methods
 OF1493.and adjusted by the National Geodetic Survey in January 1999..
 OF1493
 OF1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1493
 OF1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1493
 OF1493.The geoid height was determined by GEOID03.
 OF1493
 OF1493;                    North         East     Units Scale Factor Converg.
 OF1493;SPC NY W     -   339,896.212   442,294.296   MT  1.00004225   +0 46 24.7
 OF1493;SPC NY W     - 1,115,142.82  1,451,093.87   sFT  1.00004225   +0 46 24.7
 OF1493;SPC NY C     -   339,638.079   179,367.314   MT  0.99999885   -0 35 31.0
 OF1493;SPC NY C     - 1,114,295.93    588,474.26   sFT  0.99999885   -0 35 31.0
 OF1493;UTM  18      - 4,769,830.022   300,447.269   MT  1.00008990   -1 40 24.3
 OF1493
 OF1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1493!SPC NY W     -   0.99997124  x   1.00004225  =   1.00001349
 OF1493!SPC NY C     -   0.99997124  x   0.99999885  =   0.99997009
 OF1493!UTM  18      -   0.99997124  x   1.00008990  =   1.00006114
 OF1493
 OF1493:                Primary Azimuth Mark                     Grid Az
 OF1493:SPC NY W     -  4729                                     093 42 18.5
 OF1493:SPC NY C     -  4729                                     095 04 14.2
 OF1493:UTM  18      -  4729                                     096 09 07.5
 OF1493
 OF1493|---------------------------------------------------------------------|
 OF1493| PID    Reference Object                     Distance      Geod. Az  |
 OF1493|                                                           dddmmss.s |
 OF1493| OF1484 4729                                APPROX. 0.7 KM 0942843.2 |
 OF1493| OF1494 4731                                230.340 METERS 27227     |
 OF1493|---------------------------------------------------------------------|
 OF1493
 OF1493                          SUPERSEDED SURVEY CONTROL
 OF1493
 OF1493  NAD 83(1986)-  43 03 17.79554(N)    077 27 01.37071(W) AD(       ) 2
 OF1493  NAD 27      -  43 03 17.56720(N)    077 27 02.39178(W) AD(       ) 2
 OF1493  NGVD 29 (07/19/86)  218.8    (m)          718.     (f) VERT ANG       
 OF1493
 OF1493.Superseded values are not recommended for survey control.
 OF1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1493.See file dsdata.txt to determine how the superseded data were derived.
 OF1493
 OF1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0044769830(NAD 83)
 OF1493_MARKER: DD = SURVEY DISK
 OF1493_SETTING: 0 = UNSPECIFIED SETTING
 OF1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1493+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 OF1493
 OF1493  HISTORY     - Date     Condition        Report By
 OF1493  HISTORY     - 1973     MONUMENTED       NY-055
 OF1493  HISTORY     - 19950719 GOOD             USPSQD
 OF1493  HISTORY     - 20051001 GOOD             USPSQD
 OF1493
 OF1493                          STATION DESCRIPTION
 OF1493
 OF1493'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1493'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF GARNSEY RD., 0.1
 OF1493'MI. E. OF S. RIDGE TRAIL, AND 0.42 MI. W. OF MOSLEY RD. (RT.250)
 OF1493'
 OF1493'22.3 FT S. OF CENTERLINE OF GARNSEY RD.
 OF1493'
 OF1493'17.5 FT W. OF WEST RANGELINE OF GARAGE OF HOUSE 441
 OF1493'
 OF1493'1.4 FT E. OF WEST RANGELINE OF GARAGE OF HOUSE 436 ACROSS STREET
 OF1493'
 OF1493'1.1 FT N. OF MONROE COUNTY WITNESS POST
 OF1493'
 OF1493'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1493'4730 IN THE TOP OF A CONCRETE POST AT GRADE
 OF1493
 OF1493                          STATION RECOVERY (1995)
 OF1493
 OF1493'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1493'RECOVERED IN GOOD CONDITION.
 OF1493
 OF1493                          STATION RECOVERY (2005)
 OF1493
 OF1493'RECOVERY NOTE BY US POWER SQUADRON 2005 (RJE)
 OF1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1494 ***********************************************************************
 OF1494  DESIGNATION -  4731
 OF1494  PID         -  OF1494
 OF1494  STATE/COUNTY-  NY/MONROE
 OF1494  USGS QUAD   -  FAIRPORT (1978)
 OF1494
 OF1494                         *CURRENT SURVEY CONTROL
 OF1494  ___________________________________________________________________
 OF1494* NAD 83(1996)-  43 03 18.10543(N)    077 27 11.54224(W)     ADJUSTED  
 OF1494* NAVD 88     -       220.3    (meters)     723.     (feet)  VERTCON   
 OF1494  ___________________________________________________________________
 OF1494  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OF1494  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1494
 OF1494  HORZ ORDER  -  SECOND
 OF1494
 OF1494.The horizontal coordinates were established by classical geodetic methods
 OF1494.and adjusted by the National Geodetic Survey in January 1999..
 OF1494
 OF1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1494
 OF1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1494
 OF1494.The geoid height was determined by GEOID03.
 OF1494
 OF1494;                    North         East     Units Scale Factor Converg.
 OF1494;SPC NY W     -   339,902.934   442,064.044   MT  1.00004173   +0 46 17.7
 OF1494;SPC NY W     - 1,115,164.88  1,450,338.45   sFT  1.00004173   +0 46 17.7
 OF1494;SPC NY C     -   339,650.286   179,137.298   MT  0.99999925   -0 35 38.0
 OF1494;SPC NY C     - 1,114,335.98    587,719.62   sFT  0.99999925   -0 35 38.0
 OF1494;UTM  18      - 4,769,846.570   300,217.503   MT  1.00009103   -1 40 31.3
 OF1494
 OF1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1494!SPC NY W     -   0.99997097  x   1.00004173  =   1.00001270
 OF1494!SPC NY C     -   0.99997097  x   0.99999925  =   0.99997022
 OF1494!UTM  18      -   0.99997097  x   1.00009103  =   1.00006200
 OF1494
 OF1494                          SUPERSEDED SURVEY CONTROL
 OF1494
 OF1494  NAD 83(1986)-  43 03 18.11395(N)    077 27 11.53994(W) AD(       ) 2
 OF1494  NAD 27      -  43 03 17.88569(N)    077 27 12.56034(W) AD(       ) 2
 OF1494  NGVD 29 (07/19/86)  220.5    (m)          723.     (f) VERT ANG       
 OF1494
 OF1494.Superseded values are not recommended for survey control.
 OF1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1494.See file dsdata.txt to determine how the superseded data were derived.
 OF1494
 OF1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0021869847(NAD 83)
 OF1494_MARKER: DD = SURVEY DISK
 OF1494_SETTING: 0 = UNSPECIFIED SETTING
 OF1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1494
 OF1494  HISTORY     - Date     Condition        Report By
 OF1494  HISTORY     - 1973     MONUMENTED       NY-055
 OF1494  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1494
 OF1494                          STATION DESCRIPTION
 OF1494
 OF1494'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1494'IN THE TOWN OF PERINTON, ON THE NORTH SIDE OF GARNSEY RD., 0.9
 OF1494'MI. E. OF PITTSFORD VICTOR RD. (RT.96), AND 0.6 MI. W. OF MOSLEY
 OF1494'RD. (RT.250)
 OF1494'
 OF1494'16.9 FT N. OF CENTERLINE OF GARNSEY RD.
 OF1494'
 OF1494'196 FT + OR - W. OF CENTERLINE OF SOUTH RIDGE TRAIL
 OF1494'
 OF1494'34.0 FT SE OF UTILITY POLE FMC 30A-15, 126RTC14
 OF1494'
 OF1494'46.2 FT SE OF MONROE COUNTY CONCRETE R.O.W. MARKER
 OF1494'
 OF1494'7.3 FT S. OF MONROE COUNTY WITNESS POST
 OF1494'
 OF1494'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1494'4731 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT
 OF1494
 OF1494                          STATION RECOVERY (1995)
 OF1494
 OF1494'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1495 ***********************************************************************
 OF1495  DESIGNATION -  4732
 OF1495  PID         -  OF1495
 OF1495  STATE/COUNTY-  NY/MONROE
 OF1495  USGS QUAD   -  FAIRPORT (1978)
 OF1495
 OF1495                         *CURRENT SURVEY CONTROL
 OF1495  ___________________________________________________________________
 OF1495* NAD 83(1996)-  43 03 17.31627(N)    077 27 13.28714(W)     ADJUSTED  
 OF1495* NAVD 88     -       228.5    (meters)     750.     (feet)  VERTCON   
 OF1495  ___________________________________________________________________
 OF1495  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OF1495  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1495
 OF1495  HORZ ORDER  -  SECOND
 OF1495
 OF1495.The horizontal coordinates were established by classical geodetic methods
 OF1495.and adjusted by the National Geodetic Survey in January 1999..
 OF1495
 OF1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1495
 OF1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1495
 OF1495.The geoid height was determined by GEOID03.
 OF1495
 OF1495;                    North         East     Units Scale Factor Converg.
 OF1495;SPC NY W     -   339,878.051   442,024.887   MT  1.00004164   +0 46 16.5
 OF1495;SPC NY W     - 1,115,083.24  1,450,209.98   sFT  1.00004164   +0 46 16.5
 OF1495;SPC NY C     -   339,626.344   179,097.560   MT  0.99999932   -0 35 39.2
 OF1495;SPC NY C     - 1,114,257.43    587,589.24   sFT  0.99999932   -0 35 39.2
 OF1495;UTM  18      - 4,769,823.380   300,177.317   MT  1.00009123   -1 40 32.5
 OF1495
 OF1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1495!SPC NY W     -   0.99996969  x   1.00004164  =   1.00001132
 OF1495!SPC NY C     -   0.99996969  x   0.99999932  =   0.99996901
 OF1495!UTM  18      -   0.99996969  x   1.00009123  =   1.00006091
 OF1495
 OF1495                          SUPERSEDED SURVEY CONTROL
 OF1495
 OF1495  NAD 83(1986)-  43 03 17.32479(N)    077 27 13.28486(W) AD(       ) 2
 OF1495  NAD 27      -  43 03 17.09653(N)    077 27 14.30520(W) AD(       ) 2
 OF1495  NGVD 29 (07/19/86)  228.7    (m)          750.     (f) VERT ANG       
 OF1495
 OF1495.Superseded values are not recommended for survey control.
 OF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1495.See file dsdata.txt to determine how the superseded data were derived.
 OF1495
 OF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0017769823(NAD 83)
 OF1495_MARKER: DD = SURVEY DISK
 OF1495_SETTING: 0 = UNSPECIFIED SETTING
 OF1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1495
 OF1495  HISTORY     - Date     Condition        Report By
 OF1495  HISTORY     - 1973     MONUMENTED       NY-055
 OF1495  HISTORY     - 19910406 GOOD             USPSQD
 OF1495  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1495
 OF1495                          STATION DESCRIPTION
 OF1495
 OF1495'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1495'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF GARNSEY RD., 0.15
 OF1495'MI. E. OF HARDWOOD HILL ROAD AND 0.08 MI. W. OF SOUTH RIDGE TRAIL
 OF1495'
 OF1495'64.9 FT S OF CENTERLINE OF GARNSEY RD.
 OF1495'
 OF1495'102.8 FT + OR - SE OF UTILITY POLE FMC 30A-16, RTC 16 ACROSS STREET
 OF1495'
 OF1495'150.3 FT + OR - SW OF CONCRETE R.O.W. MARKER ACROSS STREET
 OF1495'
 OF1495'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1495'4732 IN THE TOP OF A CONCRETE POST AT GRADE
 OF1495
 OF1495                          STATION RECOVERY (1991)
 OF1495
 OF1495'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1495'RECOVERED IN GOOD CONDITION.
 OF1495
 OF1495                          STATION RECOVERY (1995)
 OF1495
 OF1495'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1497 ***********************************************************************
 OF1497  DESIGNATION -  4733
 OF1497  PID         -  OF1497
 OF1497  STATE/COUNTY-  NY/MONROE
 OF1497  USGS QUAD   -  FAIRPORT (1978)
 OF1497
 OF1497                         *CURRENT SURVEY CONTROL
 OF1497  ___________________________________________________________________
 OF1497* NAD 83(1996)-  43 03 17.59208(N)    077 27 22.74708(W)     ADJUSTED  
 OF1497* NAVD 88     -       217.3    (meters)     713.     (feet)  VERTCON   
 OF1497  ___________________________________________________________________
 OF1497  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OF1497  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1497
 OF1497  HORZ ORDER  -  SECOND
 OF1497
 OF1497.The horizontal coordinates were established by classical geodetic methods
 OF1497.and adjusted by the National Geodetic Survey in January 1999..
 OF1497
 OF1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1497
 OF1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1497
 OF1497.The geoid height was determined by GEOID03.
 OF1497
 OF1497;                    North         East     Units Scale Factor Converg.
 OF1497;SPC NY W     -   339,883.683   441,810.703   MT  1.00004116   +0 46 10.1
 OF1497;SPC NY W     - 1,115,101.72  1,449,507.28   sFT  1.00004116   +0 46 10.1
 OF1497;SPC NY C     -   339,637.078   178,883.581   MT  0.99999970   -0 35 45.6
 OF1497;SPC NY C     - 1,114,292.65    586,887.22   sFT  0.99999970   -0 35 45.6
 OF1497;UTM  18      - 4,769,838.152   299,963.558   MT  1.00009228   -1 40 38.9
 OF1497
 OF1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1497!SPC NY W     -   0.99997144  x   1.00004116  =   1.00001260
 OF1497!SPC NY C     -   0.99997144  x   0.99999970  =   0.99997114
 OF1497!UTM  18      -   0.99997144  x   1.00009228  =   1.00006372
 OF1497
 OF1497                          SUPERSEDED SURVEY CONTROL
 OF1497
 OF1497  NAD 83(1986)-  43 03 17.60058(N)    077 27 22.74478(W) AD(       ) 2
 OF1497  NAD 27      -  43 03 17.37242(N)    077 27 23.76451(W) AD(       ) 2
 OF1497  NGVD 29 (07/19/86)  217.5    (m)          714.     (f) VERT ANG       
 OF1497
 OF1497.Superseded values are not recommended for survey control.
 OF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1497.See file dsdata.txt to determine how the superseded data were derived.
 OF1497
 OF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9996469838(NAD 83)
 OF1497_MARKER: DD = SURVEY DISK
 OF1497_SETTING: 0 = UNSPECIFIED SETTING
 OF1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1497
 OF1497  HISTORY     - Date     Condition        Report By
 OF1497  HISTORY     - 1973     MONUMENTED       NY-055
 OF1497  HISTORY     - 19910406 GOOD             USPSQD
 OF1497  HISTORY     - 19950719 GOOD             USPSQD
 OF1497
 OF1497                          STATION DESCRIPTION
 OF1497
 OF1497'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1497'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF GARNSEY RD., 0.75
 OF1497'MI. E. OF PITTSFORD VICTOR RD. (RT.96) AND 0.75 MI. W. OF MOSLEY
 OF1497'RD. (RT.250)
 OF1497'
 OF1497'17.4 FT S. OF CENTERLINE OF GARNSEY RD.
 OF1497'
 OF1497'78.3 FT E. OF MOST EAST RANGELINE OF HOUSE 27 ON HARDWOOD
 OF1497'HILL RD.
 OF1497'
 OF1497'66.0 FT W. OF CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE 317
 OF1497'
 OF1497'22.8 FT NW OF SPEED SIGN
 OF1497'
 OF1497'11.1 FT N. OF MONROE COUNTY WITNESS POST
 OF1497'
 OF1497'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1497'4733 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF1497
 OF1497                          STATION RECOVERY (1991)
 OF1497
 OF1497'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1497'RECOVERED IN GOOD CONDITION.
 OF1497
 OF1497                          STATION RECOVERY (1995)
 OF1497
 OF1497'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1499 ***********************************************************************
 OF1499  DESIGNATION -  4734
 OF1499  PID         -  OF1499
 OF1499  STATE/COUNTY-  NY/MONROE
 OF1499  USGS QUAD   -  FAIRPORT (1978)
 OF1499
 OF1499                         *CURRENT SURVEY CONTROL
 OF1499  ___________________________________________________________________
 OF1499* NAD 83(1996)-  43 03 17.43919(N)    077 27 30.01096(W)     ADJUSTED  
 OF1499* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 OF1499  ___________________________________________________________________
 OF1499  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 OF1499  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1499
 OF1499  HORZ ORDER  -  SECOND
 OF1499
 OF1499.The horizontal coordinates were established by classical geodetic methods
 OF1499.and adjusted by the National Geodetic Survey in January 1999..
 OF1499
 OF1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1499
 OF1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1499
 OF1499.The geoid height was determined by GEOID03.
 OF1499
 OF1499;                    North         East     Units Scale Factor Converg.
 OF1499;SPC NY W     -   339,876.760   441,646.392   MT  1.00004079   +0 46 05.1
 OF1499;SPC NY W     - 1,115,079.00  1,448,968.20   sFT  1.00004079   +0 46 05.1
 OF1499;SPC NY C     -   339,634.072   178,719.158   MT  0.99999998   -0 35 50.6
 OF1499;SPC NY C     - 1,114,282.78    586,347.77   sFT  0.99999998   -0 35 50.6
 OF1499;UTM  18      - 4,769,838.250   299,799.093   MT  1.00009309   -1 40 43.9
 OF1499
 OF1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1499!SPC NY W     -   0.99997320  x   1.00004079  =   1.00001399
 OF1499!SPC NY C     -   0.99997320  x   0.99999998  =   0.99997318
 OF1499!UTM  18      -   0.99997320  x   1.00009309  =   1.00006629
 OF1499
 OF1499|---------------------------------------------------------------------|
 OF1499| PID    Reference Object                     Distance      Geod. Az  |
 OF1499|                                                           dddmmss.s |
 OF1499| OF1497 4733                                164.450 METERS 08821     |
 OF1499| OF1508 4735                                433.764 METERS 2433506.4 |
 OF1499|---------------------------------------------------------------------|
 OF1499
 OF1499                          SUPERSEDED SURVEY CONTROL
 OF1499
 OF1499  NAD 83(1986)-  43 03 17.44769(N)    077 27 30.00866(W) AD(       ) 2
 OF1499  NAD 27      -  43 03 17.21960(N)    077 27 31.02784(W) AD(       ) 2
 OF1499  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 OF1499
 OF1499.Superseded values are not recommended for survey control.
 OF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1499.See file dsdata.txt to determine how the superseded data were derived.
 OF1499
 OF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9979969838(NAD 83)
 OF1499_MARKER: DD = SURVEY DISK
 OF1499_SETTING: 0 = UNSPECIFIED SETTING
 OF1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1499
 OF1499  HISTORY     - Date     Condition        Report By
 OF1499  HISTORY     - 1973     MONUMENTED       NY-055
 OF1499  HISTORY     - 19910406 GOOD             USPSQD
 OF1499  HISTORY     - 19950719 GOOD             USPSQD
 OF1499
 OF1499                          STATION DESCRIPTION
 OF1499
 OF1499'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1499'IN THE TOWN OF PERINTON, ON THE NORTH SIDE OF GARNSEY RD., 0.65
 OF1499'MI. E. OF PITTSFORD VICTOR RD. (RT.96) AND 0.85 MI. W. OF MOSLEY
 OF1499'RD. (RT.250)
 OF1499'
 OF1499'39.2 FT N. OF CENTERLINE OF GARNSEY RD.
 OF1499'
 OF1499'38.0 FT W. OF EAST RANGELINE OF HOUSE 264
 OF1499'
 OF1499'26.7 FT W. OF UTILITY POLE FMC 30A-2, RTC22
 OF1499'
 OF1499'39.0 FT E. OF CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE 264
 OF1499'
 OF1499'1.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1499'
 OF1499'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1499'4734 IN THE TOP OF A CONCRETE POST AT GRADE
 OF1499
 OF1499                          STATION RECOVERY (1991)
 OF1499
 OF1499'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1499'RECOVERED IN GOOD CONDITION.
 OF1499
 OF1499                          STATION RECOVERY (1995)
 OF1499
 OF1499'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1508 ***********************************************************************
 OF1508  DESIGNATION -  4735
 OF1508  PID         -  OF1508
 OF1508  STATE/COUNTY-  NY/MONROE
 OF1508  USGS QUAD   -  FAIRPORT (1978)
 OF1508
 OF1508                         *CURRENT SURVEY CONTROL
 OF1508  ___________________________________________________________________
 OF1508* NAD 83(1996)-  43 03 11.18571(N)    077 27 47.17685(W)     ADJUSTED  
 OF1508* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 OF1508  ___________________________________________________________________
 OF1508  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OF1508  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1508
 OF1508  HORZ ORDER  -  SECOND
 OF1508
 OF1508.The horizontal coordinates were established by classical geodetic methods
 OF1508.and adjusted by the National Geodetic Survey in January 1999..
 OF1508
 OF1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1508
 OF1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1508
 OF1508.The geoid height was determined by GEOID03.
 OF1508
 OF1508;                    North         East     Units Scale Factor Converg.
 OF1508;SPC NY W     -   339,678.594   441,260.521   MT  1.00003992   +0 45 53.3
 OF1508;SPC NY W     - 1,114,428.85  1,447,702.23   sFT  1.00003992   +0 45 53.3
 OF1508;SPC NY C     -   339,445.166   178,328.690   MT  1.00000067   -0 36 02.2
 OF1508;SPC NY C     - 1,113,663.02    585,066.71   sFT  1.00000067   -0 36 02.2
 OF1508;UTM  18      - 4,769,656.730   299,405.092   MT  1.00009503   -1 40 55.4
 OF1508
 OF1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1508!SPC NY W     -   0.99997925  x   1.00003992  =   1.00001917
 OF1508!SPC NY C     -   0.99997925  x   1.00000067  =   0.99997992
 OF1508!UTM  18      -   0.99997925  x   1.00009503  =   1.00007428
 OF1508
 OF1508:                Primary Azimuth Mark                     Grid Az
 OF1508:SPC NY W     -  4734                                     062 49 01.4
 OF1508:SPC NY C     -  4734                                     064 10 56.9
 OF1508:UTM  18      -  4734                                     065 15 50.1
 OF1508
 OF1508|---------------------------------------------------------------------|
 OF1508| PID    Reference Object                     Distance      Geod. Az  |
 OF1508|                                                           dddmmss.s |
 OF1508| OF1499 4734                                433.764 METERS 0633454.7 |
 OF1508| OF1510 4736                                356.879 METERS 26852     |
 OF1508|---------------------------------------------------------------------|
 OF1508
 OF1508                          SUPERSEDED SURVEY CONTROL
 OF1508
 OF1508  NAD 83(1986)-  43 03 11.19420(N)    077 27 47.17451(W) AD(       ) 2
 OF1508  NAD 27      -  43 03 10.96624(N)    077 27 48.19301(W) AD(       ) 2
 OF1508  NGVD 29 (07/19/86)  167.7    (m)          550.     (f) VERT ANG       
 OF1508
 OF1508.Superseded values are not recommended for survey control.
 OF1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1508.See file dsdata.txt to determine how the superseded data were derived.
 OF1508
 OF1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9940569657(NAD 83)
 OF1508_MARKER: DD = SURVEY DISK
 OF1508_SETTING: 0 = UNSPECIFIED SETTING
 OF1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1508
 OF1508  HISTORY     - Date     Condition        Report By
 OF1508  HISTORY     - 1973     MONUMENTED       NY-055
 OF1508  HISTORY     - 19910406 GOOD             USPSQD
 OF1508  HISTORY     - 19950719 GOOD             USPSQD
 OF1508
 OF1508                          STATION DESCRIPTION
 OF1508
 OF1508'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1508'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF GARNSEY RD.  0.4
 OF1508'MI. E. OF PITTSFORD VICTOR RD. (RT.96) AND 1.1 MI. W. OF MOSLEY
 OF1508'RD. (RT.250)
 OF1508'
 OF1508'16.0 FT S. OF CENTERLINE OF GARNSEY RD.
 OF1508'
 OF1508'17.3 FT W. OF EAST RANGELINE OF HOUSE 155
 OF1508'
 OF1508'90.0 FT NW OF NE CORNER OF HOUSE 155
 OF1508'
 OF1508'95.8 FT NE OF NW CORNER OF HOUSE 155
 OF1508'
 OF1508'4.5 FT N. OF MONROE COUNTY WITNESS POST
 OF1508'
 OF1508'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1508'4735 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT
 OF1508
 OF1508                          STATION RECOVERY (1991)
 OF1508
 OF1508'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1508'RECOVERED IN GOOD CONDITION.
 OF1508
 OF1508                          STATION RECOVERY (1995)
 OF1508
 OF1508'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1510 ***********************************************************************
 OF1510  DESIGNATION -  4736
 OF1510  PID         -  OF1510
 OF1510  STATE/COUNTY-  NY/MONROE
 OF1510  USGS QUAD   -  FAIRPORT (1978)
 OF1510
 OF1510                         *CURRENT SURVEY CONTROL
 OF1510  ___________________________________________________________________
 OF1510* NAD 83(1996)-  43 03 10.95531(N)    077 28 02.94336(W)     ADJUSTED  
 OF1510* NAVD 88     -       149.9    (meters)     492.     (feet)  VERTCON   
 OF1510  ___________________________________________________________________
 OF1510  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OF1510  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1510
 OF1510  HORZ ORDER  -  SECOND
 OF1510
 OF1510.The horizontal coordinates were established by classical geodetic methods
 OF1510.and adjusted by the National Geodetic Survey in January 1999..
 OF1510
 OF1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1510
 OF1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1510
 OF1510.The geoid height was determined by GEOID03.
 OF1510
 OF1510;                    North         East     Units Scale Factor Converg.
 OF1510;SPC NY W     -   339,666.731   440,903.825   MT  1.00003912   +0 45 42.5
 OF1510;SPC NY W     - 1,114,389.93  1,446,531.97   sFT  1.00003912   +0 45 42.5
 OF1510;SPC NY C     -   339,441.806   177,971.827   MT  1.00000130   -0 36 13.0
 OF1510;SPC NY C     - 1,113,651.99    583,895.90   sFT  1.00000130   -0 36 13.0
 OF1510;UTM  18      - 4,769,660.106   299,048.195   MT  1.00009679   -1 41 06.2
 OF1510
 OF1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1510!SPC NY W     -   0.99998201  x   1.00003912  =   1.00002113
 OF1510!SPC NY C     -   0.99998201  x   1.00000130  =   0.99998331
 OF1510!UTM  18      -   0.99998201  x   1.00009679  =   1.00007880
 OF1510
 OF1510|---------------------------------------------------------------------|
 OF1510| PID    Reference Object                     Distance      Geod. Az  |
 OF1510|                                                           dddmmss.s |
 OF1510| OF1508 4735                                356.879 METERS 08851     |
 OF1510| OF1512 4737                                254.335 METERS 24042     |
 OF1510|---------------------------------------------------------------------|
 OF1510
 OF1510                          SUPERSEDED SURVEY CONTROL
 OF1510
 OF1510  NAD 83(1986)-  43 03 10.96378(N)    077 28 02.94102(W) AD(       ) 2
 OF1510  NAD 27      -  43 03 10.73589(N)    077 28 03.95867(W) AD(       ) 2
 OF1510  NGVD 29 (07/19/86)  150.1    (m)          492.     (f) VERT ANG       
 OF1510
 OF1510.Superseded values are not recommended for survey control.
 OF1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1510.See file dsdata.txt to determine how the superseded data were derived.
 OF1510
 OF1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9904869660(NAD 83)
 OF1510_MARKER: DD = SURVEY DISK
 OF1510_SETTING: 0 = UNSPECIFIED SETTING
 OF1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1510
 OF1510  HISTORY     - Date     Condition        Report By
 OF1510  HISTORY     - 1973     MONUMENTED       NY-055
 OF1510  HISTORY     - 19910406 GOOD             USPSQD
 OF1510  HISTORY     - 19950719 GOOD             USPSQD
 OF1510
 OF1510                          STATION DESCRIPTION
 OF1510
 OF1510'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1510'IN THE TOWN OF PERINTON, ON THE NORTH SIDE OF GARNSEY RD.,
 OF1510'0.15 MI. E. OF PITTSFORD VICTOR RD. (RT.96)
 OF1510'
 OF1510'27.4 FT N. OF CENTERLINE OF GARNSEY RD.
 OF1510'
 OF1510'9.8 FT W. OF EAST RANGELINE OF HOUSE 72
 OF1510'
 OF1510'29.5 FT E. OF MAILBOX
 OF1510'
 OF1510'53.8 FT E OF CENTERLINE OF ASPHALT DRIVEWAY TO HOUSE 72
 OF1510'
 OF1510'111.0 FT + OR - SW OF S. EAST CORNER OF HOUSE 72
 OF1510'
 OF1510'6.3 FT S. OF MONROE COUNTY WITNESS POST
 OF1510'
 OF1510'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1510'4736 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT
 OF1510
 OF1510                          STATION RECOVERY (1991)
 OF1510
 OF1510'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF1510'RECOVERED IN GOOD CONDITION.
 OF1510
 OF1510                          STATION RECOVERY (1995)
 OF1510
 OF1510'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1512 ***********************************************************************
 OF1512  DESIGNATION -  4737
 OF1512  PID         -  OF1512
 OF1512  STATE/COUNTY-  NY/MONROE
 OF1512  USGS QUAD   -  FAIRPORT (1978)
 OF1512
 OF1512                         *CURRENT SURVEY CONTROL
 OF1512  ___________________________________________________________________
 OF1512* NAD 83(1996)-  43 03 06.92081(N)    077 28 12.74311(W)     ADJUSTED  
 OF1512* NAVD 88     -       149.5    (meters)     490.     (feet)  VERTCON   
 OF1512  ___________________________________________________________________
 OF1512  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 OF1512  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OF1512
 OF1512  HORZ ORDER  -  SECOND
 OF1512
 OF1512.The horizontal coordinates were established by classical geodetic methods
 OF1512.and adjusted by the National Geodetic Survey in January 1999..
 OF1512
 OF1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1512
 OF1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1512
 OF1512.The geoid height was determined by GEOID03.
 OF1512
 OF1512;                    North         East     Units Scale Factor Converg.
 OF1512;SPC NY W     -   339,539.290   440,683.712   MT  1.00003863   +0 45 35.8
 OF1512;SPC NY W     - 1,113,971.82  1,445,809.81   sFT  1.00003863   +0 45 35.8
 OF1512;SPC NY C     -   339,319.650   177,748.747   MT  1.00000170   -0 36 19.7
 OF1512;SPC NY C     - 1,113,251.22    583,164.01   sFT  1.00000170   -0 36 19.7
 OF1512;UTM  18      - 4,769,542.171   298,822.828   MT  1.00009791   -1 41 12.8
 OF1512
 OF1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1512!SPC NY W     -   0.99998207  x   1.00003863  =   1.00002070
 OF1512!SPC NY C     -   0.99998207  x   1.00000170  =   0.99998377
 OF1512!UTM  18      -   0.99998207  x   1.00009791  =   1.00007998
 OF1512
 OF1512|---------------------------------------------------------------------|
 OF1512| PID    Reference Object                     Distance      Geod. Az  |
 OF1512|                                                           dddmmss.s |
 OF1512| OF1510 4736                                254.335 METERS 06041     |
 OF1512| OF1513 4738                                450.782 METERS 3412136.8 |
 OF1512|---------------------------------------------------------------------|
 OF1512
 OF1512                          SUPERSEDED SURVEY CONTROL
 OF1512
 OF1512  NAD 83(1986)-  43 03 06.92927(N)    077 28 12.74075(W) AD(       ) 2
 OF1512  NAD 27      -  43 03 06.70144(N)    077 28 13.75792(W) AD(       ) 2
 OF1512  NGVD 29 (07/19/86)  149.7    (m)          491.     (f) VERT ANG       
 OF1512
 OF1512.Superseded values are not recommended for survey control.
 OF1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1512.See file dsdata.txt to determine how the superseded data were derived.
 OF1512
 OF1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9882369542(NAD 83)
 OF1512_MARKER: DD = SURVEY DISK
 OF1512_SETTING: 0 = UNSPECIFIED SETTING
 OF1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1512
 OF1512  HISTORY     - Date     Condition        Report By
 OF1512  HISTORY     - 1973     MONUMENTED       NY-055
 OF1512  HISTORY     - 19950719 GOOD             USPSQD
 OF1512
 OF1512                          STATION DESCRIPTION
 OF1512
 OF1512'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1512'IN THE TOWN OF PERINTON, IN THE NORTHEAST CORNER OF THE
 OF1512'INTERSECTION OF GARNSEY RD. AND PITTSFORD VICTOR RD. (RT.96)
 OF1512'
 OF1512'70.6 FT N. OF CENTERLINE OF GARNSEY RD.
 OF1512'
 OF1512'42.2 FT E. OF CENTERLINE OF PITTSFORD VICTOR RD.
 OF1512'
 OF1512'53.6 FT NW OF STOP SIGN
 OF1512'
 OF1512'45.6 FT W. OF NYS CONCRETE MARKER
 OF1512'
 OF1512'15.6 FT SW OF MONROE COUNTY WITNESS POST
 OF1512'
 OF1512'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1512'4737 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF1512
 OF1512                          STATION RECOVERY (1995)
 OF1512
 OF1512'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1513 ***********************************************************************
 OF1513  DESIGNATION -  4738
 OF1513  PID         -  OF1513
 OF1513  STATE/COUNTY-  NY/MONROE
 OF1513  USGS QUAD   -  FAIRPORT (1978)
 OF1513
 OF1513                         *CURRENT SURVEY CONTROL
 OF1513  ___________________________________________________________________
 OF1513* NAD 83(1996)-  43 03 20.76217(N)    077 28 19.10985(W)     ADJUSTED  
 OF1513* NAVD 88     -       148.7    (meters)     488.     (feet)  VERTCON   
 OF1513  ___________________________________________________________________
 OF1513  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 OF1513  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 OF1513
 OF1513  HORZ ORDER  -  SECOND
 OF1513
 OF1513.The horizontal coordinates were established by classical geodetic methods
 OF1513.and adjusted by the National Geodetic Survey in January 1999..
 OF1513
 OF1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1513
 OF1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1513
 OF1513.The geoid height was determined by GEOID03.
 OF1513
 OF1513;                    North         East     Units Scale Factor Converg.
 OF1513;SPC NY W     -   339,964.495   440,533.975   MT  1.00003830   +0 45 31.6
 OF1513;SPC NY W     - 1,115,366.85  1,445,318.55   sFT  1.00003830   +0 45 31.6
 OF1513;SPC NY C     -   339,748.287   177,609.191   MT  1.00000194   -0 36 24.2
 OF1513;SPC NY C     - 1,114,657.50    582,706.15   sFT  1.00000194   -0 36 24.2
 OF1513;UTM  18      - 4,769,973.407   298,691.374   MT  1.00009856   -1 41 17.5
 OF1513
 OF1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1513!SPC NY W     -   0.99998220  x   1.00003830  =   1.00002050
 OF1513!SPC NY C     -   0.99998220  x   1.00000194  =   0.99998414
 OF1513!UTM  18      -   0.99998220  x   1.00009856  =   1.00008076
 OF1513
 OF1513:                Primary Azimuth Mark                     Grid Az
 OF1513:SPC NY W     -  4737                                     160 36 00.8
 OF1513:SPC NY C     -  4737                                     161 57 56.6
 OF1513:UTM  18      -  4737                                     163 02 49.9
 OF1513
 OF1513|---------------------------------------------------------------------|
 OF1513| PID    Reference Object                     Distance      Geod. Az  |
 OF1513|                                                           dddmmss.s |
 OF1513| OF1512 4737                                450.782 METERS 1612132.4 |
 OF1513| OF1516 037 5                               440.765 METERS 3351543.5 |
 OF1513|---------------------------------------------------------------------|
 OF1513
 OF1513                          SUPERSEDED SURVEY CONTROL
 OF1513
 OF1513  NAD 83(1986)-  43 03 20.77062(N)    077 28 19.10752(W) AD(       ) 2
 OF1513  NAD 27      -  43 03 20.54268(N)    077 28 20.12440(W) AD(       ) 2
 OF1513  NGVD 29 (07/19/86)  148.9    (m)          489.     (f) VERT ANG       
 OF1513
 OF1513.Superseded values are not recommended for survey control.
 OF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1513.See file dsdata.txt to determine how the superseded data were derived.
 OF1513
 OF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9869169973(NAD 83)
 OF1513_MARKER: DD = SURVEY DISK
 OF1513_SETTING: 0 = UNSPECIFIED SETTING
 OF1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1513
 OF1513  HISTORY     - Date     Condition        Report By
 OF1513  HISTORY     - 1973     MONUMENTED       NY-055
 OF1513  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1513
 OF1513                          STATION DESCRIPTION
 OF1513
 OF1513'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1513'IN THE TOWN OF PERINTON, ON THE EAST SIDE OF PITTSFORD VICTOR
 OF1513'RD. (RT.96), 0.3 MI. N. OF GARNSEY RD. AND 0.4 MI. S. OF KREAG
 OF1513'RD. (RT.027)
 OF1513'
 OF1513'34.3 FT E. OF CENTERLINE OF PITTSFORD VICTOR RD.
 OF1513'
 OF1513'55.5 FT NE OF ROUTE SIGN
 OF1513'
 OF1513'97.4 FT N. OF NORTH RANGELINE OF HOUSE 877 ACROSS STREET
 OF1513'
 OF1513'94.9 FT E. OF UTILITY POLE RGE 98, RTC 298 ACROSS STREET
 OF1513'
 OF1513'1.4 FT W. OF MONROE COUNTY WITNESS POST
 OF1513'
 OF1513'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4738
 OF1513'IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF1513
 OF1513                          STATION RECOVERY (1995)
 OF1513
 OF1513'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1517 ***********************************************************************
 OF1517  DESIGNATION -  4739
 OF1517  PID         -  OF1517
 OF1517  STATE/COUNTY-  NY/MONROE
 OF1517  USGS QUAD   -  FAIRPORT (1978)
 OF1517
 OF1517                         *CURRENT SURVEY CONTROL
 OF1517  ___________________________________________________________________
 OF1517* NAD 83(1996)-  43 03 38.11325(N)    077 28 32.29242(W)     ADJUSTED  
 OF1517* NAVD 88     -       141.5    (meters)     464.     (feet)  VERTCON   
 OF1517  ___________________________________________________________________
 OF1517  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 OF1517  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1517
 OF1517  HORZ ORDER  -  SECOND
 OF1517
 OF1517.The horizontal coordinates were established by classical geodetic methods
 OF1517.and adjusted by the National Geodetic Survey in January 1999..
 OF1517
 OF1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1517
 OF1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1517
 OF1517.The geoid height was determined by GEOID03.
 OF1517
 OF1517;                    North         East     Units Scale Factor Converg.
 OF1517;SPC NY W     -   340,495.968   440,228.603   MT  1.00003762   +0 45 22.9
 OF1517;SPC NY W     - 1,117,110.52  1,444,316.68   sFT  1.00003762   +0 45 22.9
 OF1517;SPC NY C     -   340,286.868   177,316.582   MT  1.00000247   -0 36 33.4
 OF1517;SPC NY C     - 1,116,424.50    581,746.15   sFT  1.00000247   -0 36 33.4
 OF1517;UTM  18      - 4,770,517.468   298,408.956   MT  1.00009996   -1 41 27.1
 OF1517
 OF1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1517!SPC NY W     -   0.99998334  x   1.00003762  =   1.00002095
 OF1517!SPC NY C     -   0.99998334  x   1.00000247  =   0.99998581
 OF1517!UTM  18      -   0.99998334  x   1.00009996  =   1.00008329
 OF1517
 OF1517                          SUPERSEDED SURVEY CONTROL
 OF1517
 OF1517  NAD 83(1986)-  43 03 38.12168(N)    077 28 32.29012(W) AD(       ) 2
 OF1517  NAD 27      -  43 03 37.89345(N)    077 28 33.30628(W) AD(       ) 2
 OF1517  NGVD 29 (07/19/86)  141.7    (m)          465.     (f) VERT ANG       
 OF1517
 OF1517.Superseded values are not recommended for survey control.
 OF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1517.See file dsdata.txt to determine how the superseded data were derived.
 OF1517
 OF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9840970517(NAD 83)
 OF1517_MARKER: DD = SURVEY DISK
 OF1517_SETTING: 0 = UNSPECIFIED SETTING
 OF1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1517
 OF1517  HISTORY     - Date     Condition        Report By
 OF1517  HISTORY     - 1973     MONUMENTED       NY-055
 OF1517  HISTORY     - 19950719 GOOD             USPSQD
 OF1517
 OF1517                          STATION DESCRIPTION
 OF1517
 OF1517'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1517'IN THE TOWN OF PERINTON, ON THE NORTHWEST CORNER OF THE INTERSECTION
 OF1517'OF PITTSFORD VICTOR RD, (RT.96) AND KREAG RD. (RT.027)
 OF1517'
 OF1517'22.4 FT W. OF CENTERLINE OF PITTSFORD VICTOR RD.
 OF1517'
 OF1517'14.1 FT N. OF CENTERLINE OF KREAG RD. PRODUCED
 OF1517'
 OF1517'27.4 FT N. OF NORTH RANGELINE OF HOUSE 709
 OF1517'
 OF1517'67.0 FT NE OF NORTH E. CORNER OF HOUSE 709
 OF1517'
 OF1517'7.0 FT S. OF UTILITY POLE RGE 80 127 280
 OF1517'
 OF1517'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1517'4739 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT AND IN CAST
 OF1517'IRON FRAME AND COVER WHICH IS AT GRADE
 OF1517
 OF1517                          STATION RECOVERY (1995)
 OF1517
 OF1517'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1574 ***********************************************************************
 LX1574  DESIGNATION -  474 A
 LX1574  PID         -  LX1574
 LX1574  STATE/COUNTY-  NY/DUTCHESS
 LX1574  USGS QUAD   -  PINE PLAINS (1978)
 LX1574
 LX1574                         *CURRENT SURVEY CONTROL
 LX1574  ___________________________________________________________________
 LX1574* NAD 83(1986)-  41 58 47.     (N)    073 39 18.     (W)     SCALED    
 LX1574* NAVD 88     -       144.357  (meters)     473.61   (feet)  ADJUSTED  
 LX1574  ___________________________________________________________________
 LX1574  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX1574  DYNAMIC HT  -         144.305 (meters)     473.44  (feet)  COMP
 LX1574  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 LX1574
 LX1574  VERT ORDER  -  SECOND    CLASS 0
 LX1574
 LX1574.The horizontal coordinates were scaled from a topographic map and have
 LX1574.an estimated accuracy of +/- 6 seconds.
 LX1574
 LX1574.The orthometric height was determined by differential leveling
 LX1574.and adjusted by the National Geodetic Survey in June 1991..
 LX1574
 LX1574.The geoid height was determined by GEOID03.
 LX1574
 LX1574.The dynamic height is computed by dividing the NAVD 88
 LX1574.geopotential number by the normal gravity value computed on the
 LX1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1574.degrees latitude (g = 980.6199 gals.).
 LX1574
 LX1574.The modeled gravity was interpolated from observed gravity values.
 LX1574
 LX1574;                    North         East    Units  Estimated Accuracy
 LX1574;SPC NY E     -   349,690.      220,020.      MT  (+/- 180 meters Scaled)
 LX1574
 LX1574                          SUPERSEDED SURVEY CONTROL
 LX1574
 LX1574  NGVD 29 (??/??/92)  144.603  (m)          474.42   (f) ADJ UNCH    2 0
 LX1574
 LX1574.Superseded values are not recommended for survey control.
 LX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1574.See file dsdata.txt to determine how the superseded data were derived.
 LX1574
 LX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM114484(NAD 83)
 LX1574_MARKER: DD = SURVEY DISK
 LX1574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1574_SP_SET: FOUNDATION
 LX1574_STAMPING: ALBANY 474
 LX1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1574+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 LX1574
 LX1574  HISTORY     - Date     Condition        Report By
 LX1574  HISTORY     - UNK      MONUMENTED       USGS
 LX1574  HISTORY     - 1935     GOOD             NGS
 LX1574  HISTORY     - 20040601 GOOD             NYDT
 LX1574  HISTORY     - 20041119 GOOD             INDIV
 LX1574
 LX1574                          STATION DESCRIPTION
 LX1574
 LX1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1574'AT PINE PLAINS.
 LX1574'AT PINE PLAINS, DUTCHESS COUNTY, ABOUT 200 FEET NORTHEAST
 LX1574'OF THE JUNCTION OF STATE HIGHWAYS 199 AND 82 A, ABOUT 50 FEET
 LX1574'NORTH OF THE CENTER LINE OF CHURCH STREET, AT THE TWO-STORY
 LX1574'BRICK DWELLING OF FRANK S. ROBERTS, FUNERAL DIRECTOR, IN THE
 LX1574'SOUTHEAST CORNER OF THE FOUNDATION, AND ABOUT LEVEL WITH CHURCH
 LX1574'STREET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LX1574'STAMPED ALBANY 474 AND SET VERTICALLY.
 LX1574
 LX1574                          STATION RECOVERY (2004)
 LX1574
 LX1574'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX1574'RECOVERED IN GOOD CONDITION.
 LX1574
 LX1574                          STATION RECOVERY (2004)
 LX1574
 LX1574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DCD)
 LX1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1514 ***********************************************************************
 OF1514  DESIGNATION -  4740
 OF1514  PID         -  OF1514
 OF1514  STATE/COUNTY-  NY/MONROE
 OF1514  USGS QUAD   -  FAIRPORT (1978)
 OF1514
 OF1514                         *CURRENT SURVEY CONTROL
 OF1514  ___________________________________________________________________
 OF1514* NAD 83(1996)-  43 03 39.49817(N)    077 28 24.98644(W)     ADJUSTED  
 OF1514* NAVD 88     -       137.5    (meters)     451.     (feet)  VERTCON   
 OF1514  ___________________________________________________________________
 OF1514  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OF1514  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1514
 OF1514  HORZ ORDER  -  SECOND
 OF1514
 OF1514.The horizontal coordinates were established by classical geodetic methods
 OF1514.and adjusted by the National Geodetic Survey in January 1999..
 OF1514
 OF1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1514
 OF1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1514
 OF1514.The geoid height was determined by GEOID03.
 OF1514
 OF1514;                    North         East     Units Scale Factor Converg.
 OF1514;SPC NY W     -   340,540.888   440,393.350   MT  1.00003798   +0 45 27.9
 OF1514;SPC NY W     - 1,117,257.90  1,444,857.18   sFT  1.00003798   +0 45 27.9
 OF1514;SPC NY C     -   340,327.847   177,482.346   MT  1.00000217   -0 36 28.4
 OF1514;SPC NY C     - 1,116,558.94    582,290.00   sFT  1.00000217   -0 36 28.4
 OF1514;UTM  18      - 4,770,555.315   298,575.480   MT  1.00009913   -1 41 22.2
 OF1514
 OF1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1514!SPC NY W     -   0.99998396  x   1.00003798  =   1.00002194
 OF1514!SPC NY C     -   0.99998396  x   1.00000217  =   0.99998613
 OF1514!UTM  18      -   0.99998396  x   1.00009913  =   1.00008309
 OF1514
 OF1514:                Primary Azimuth Mark                     Grid Az
 OF1514:SPC NY W     -  4741                                     052 05 55.5
 OF1514:SPC NY C     -  4741                                     053 27 51.8
 OF1514:UTM  18      -  4741                                     054 32 45.6
 OF1514
 OF1514|---------------------------------------------------------------------|
 OF1514| PID    Reference Object                     Distance      Geod. Az  |
 OF1514|                                                           dddmmss.s |
 OF1514| OF1509 4741                                APPROX. 0.7 KM 0525123.4 |
 OF1514| OF1517 4739                                170.754 METERS 25530     |
 OF1514|---------------------------------------------------------------------|
 OF1514
 OF1514                          SUPERSEDED SURVEY CONTROL
 OF1514
 OF1514  NAD 83(1986)-  43 03 39.50662(N)    077 28 24.98415(W) AD(       ) 2
 OF1514  NAD 27      -  43 03 39.27849(N)    077 28 26.00033(W) AD(       ) 2
 OF1514  NGVD 29 (07/19/86)  137.7    (m)          452.     (f) VERT ANG       
 OF1514
 OF1514.Superseded values are not recommended for survey control.
 OF1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1514.See file dsdata.txt to determine how the superseded data were derived.
 OF1514
 OF1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9857570555(NAD 83)
 OF1514_MARKER: DD = SURVEY DISK
 OF1514_SETTING: 0 = UNSPECIFIED SETTING
 OF1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1514
 OF1514  HISTORY     - Date     Condition        Report By
 OF1514  HISTORY     - 1973     MONUMENTED       NY-055
 OF1514  HISTORY     - 19950719 GOOD             USPSQD
 OF1514
 OF1514                          STATION DESCRIPTION
 OF1514
 OF1514'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1514'IN THE TOWN OF PERINTON, ON THE SOUTH SIDE OF KREAG RD.
 OF1514'(RT.027) 0.1 MI. E. OF PITTSFORD VICTOR RD. (RT. 96) AND 0.95
 OF1514'MI. S. OF PALMYRA RD. (RT.31)
 OF1514'
 OF1514'20.0 FT S. OF CENTERLINE OF KREAG RD.
 OF1514'
 OF1514'32.4 FT E. OF MOST EAST RANGELINE OF HOUSE 651 ACROSS STREET
 OF1514'
 OF1514'30.6 FT NE OF WATER VALVE
 OF1514'
 OF1514'30.0 FT E. OF HYDRANT
 OF1514'
 OF1514'42.7 FT SW OF D.I.
 OF1514'
 OF1514'5.4 FT N. OF MONROE COUNTY WITNESS POST
 OF1514'
 OF1514'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1514'4740 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT
 OF1514
 OF1514                          STATION RECOVERY (1995)
 OF1514
 OF1514'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1509 ***********************************************************************
 OF1509  DESIGNATION -  4741
 OF1509  PID         -  OF1509
 OF1509  STATE/COUNTY-  NY/MONROE
 OF1509  USGS QUAD   -  FAIRPORT (1978)
 OF1509
 OF1509                         *CURRENT SURVEY CONTROL
 OF1509  ___________________________________________________________________
 OF1509* NAD 83(1996)-  43 03 52.99409(N)    077 28 00.68565(W)     ADJUSTED  
 OF1509* NAVD 88     -       146.2    (meters)     480.     (feet)  VERTCON   
 OF1509  ___________________________________________________________________
 OF1509  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OF1509  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF1509
 OF1509  HORZ ORDER  -  SECOND
 OF1509
 OF1509.The horizontal coordinates were established by classical geodetic methods
 OF1509.and adjusted by the National Geodetic Survey in January 1999..
 OF1509
 OF1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1509
 OF1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1509
 OF1509.The geoid height was determined by GEOID03.
 OF1509
 OF1509;                    North         East     Units Scale Factor Converg.
 OF1509;SPC NY W     -   340,964.639   440,937.656   MT  1.00003920   +0 45 44.7
 OF1509;SPC NY W     - 1,118,648.15  1,446,642.96   sFT  1.00003920   +0 45 44.7
 OF1509;SPC NY C     -   340,738.489   178,036.576   MT  1.00000119   -0 36 11.9
 OF1509;SPC NY C     - 1,117,906.19    584,108.33   sFT  1.00000119   -0 36 11.9
 OF1509;UTM  18      - 4,770,955.460   299,137.417   MT  1.00009635   -1 41 06.0
 OF1509
 OF1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1509!SPC NY W     -   0.99998260  x   1.00003920  =   1.00002180
 OF1509!SPC NY C     -   0.99998260  x   1.00000119  =   0.99998379
 OF1509!UTM  18      -   0.99998260  x   1.00009635  =   1.00007895
 OF1509
 OF1509:                Primary Azimuth Mark                     Grid Az
 OF1509:SPC NY W     -  4742                                     023 21 57.4
 OF1509:SPC NY C     -  4742                                     024 43 54.0
 OF1509:UTM  18      -  4742                                     025 48 48.1
 OF1509
 OF1509|---------------------------------------------------------------------|
 OF1509| PID    Reference Object                     Distance      Geod. Az  |
 OF1509|                                                           dddmmss.s |
 OF1509| OF1506 4742                                APPROX. 1.0 KM 0240742.1 |
 OF1509|---------------------------------------------------------------------|
 OF1509
 OF1509                          SUPERSEDED SURVEY CONTROL
 OF1509
 OF1509  NAD 83(1986)-  43 03 53.00257(N)    077 28 00.68340(W) AD(       ) 2
 OF1509  NAD 27      -  43 03 52.77475(N)    077 28 01.70049(W) AD(       ) 2
 OF1509  NGVD 29 (07/19/86)  146.4    (m)          480.     (f) VERT ANG       
 OF1509
 OF1509.Superseded values are not recommended for survey control.
 OF1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1509.See file dsdata.txt to determine how the superseded data were derived.
 OF1509
 OF1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9913770955(NAD 83)
 OF1509_MARKER: DD = SURVEY DISK
 OF1509_SETTING: 0 = UNSPECIFIED SETTING
 OF1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1509
 OF1509  HISTORY     - Date     Condition        Report By
 OF1509  HISTORY     - 1973     MONUMENTED       NY-055
 OF1509  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1509
 OF1509                          STATION DESCRIPTION
 OF1509
 OF1509'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1509'IN THE TOWN OF PERINTON, ON THE EAST SIDE OF KREAG RD.
 OF1509'(RT.027), 0.55 MI. NE OF PITTSFORD VICTOR RD. (RT.96) AND
 OF1509'0.7 MI. S. OF PALMYRA RD. (RT.31)
 OF1509'
 OF1509'32.3 FT E. OF CENTERLINE OF KREAG RD.
 OF1509'
 OF1509'20.4 FT E. OF D.I.
 OF1509'
 OF1509'35.1 FT E. OF M.H.
 OF1509'
 OF1509'23.8 FT NE OF UTILITY POLE 211RTC 13, RGE 17
 OF1509'
 OF1509'0.9 FT W OF MONROE COUNTY WITNESS POST
 OF1509'
 OF1509'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1509'4741 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF1509
 OF1509                          STATION RECOVERY (1995)
 OF1509
 OF1509'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1506 ***********************************************************************
 OF1506  DESIGNATION -  4742
 OF1506  PID         -  OF1506
 OF1506  STATE/COUNTY-  NY/MONROE
 OF1506  USGS QUAD   -  FAIRPORT (1978)
 OF1506
 OF1506                         *CURRENT SURVEY CONTROL
 OF1506  ___________________________________________________________________
 OF1506* NAD 83(1996)-  43 04 21.16422(N)    077 27 43.47420(W)     ADJUSTED  
 OF1506* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 OF1506  ___________________________________________________________________
 OF1506  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 OF1506  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF1506
 OF1506  HORZ ORDER  -  SECOND
 OF1506
 OF1506.The horizontal coordinates were established by classical geodetic methods
 OF1506.and adjusted by the National Geodetic Survey in January 1999..
 OF1506
 OF1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1506
 OF1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1506
 OF1506.The geoid height was determined by GEOID03.
 OF1506
 OF1506;                    North         East     Units Scale Factor Converg.
 OF1506;SPC NY W     -   341,839.104   441,315.453   MT  1.00004004   +0 45 56.8
 OF1506;SPC NY W     - 1,121,517.13  1,447,882.45   sFT  1.00004004   +0 45 56.8
 OF1506;SPC NY C     -   341,603.668   178,435.094   MT  1.00000048   -0 36 00.5
 OF1506;SPC NY C     - 1,120,744.70    585,415.80   sFT  1.00000048   -0 36 00.5
 OF1506;UTM  18      - 4,771,813.041   299,552.237   MT  1.00009430   -1 40 55.1
 OF1506
 OF1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1506!SPC NY W     -   0.99998102  x   1.00004004  =   1.00002106
 OF1506!SPC NY C     -   0.99998102  x   1.00000048  =   0.99998150
 OF1506!UTM  18      -   0.99998102  x   1.00009430  =   1.00007532
 OF1506
 OF1506|---------------------------------------------------------------------|
 OF1506| PID    Reference Object                     Distance      Geod. Az  |
 OF1506|                                                           dddmmss.s |
 OF1506| OF1505 4743                                186.679 METERS 02957     |
 OF1506| OF1509 4741                                APPROX. 1.0 KM 2040753.9 |
 OF1506|---------------------------------------------------------------------|
 OF1506
 OF1506                          SUPERSEDED SURVEY CONTROL
 OF1506
 OF1506  NAD 83(1986)-  43 04 21.17271(N)    077 27 43.47202(W) AD(       ) 2
 OF1506  NAD 27      -  43 04 20.94515(N)    077 27 44.49008(W) AD(       ) 2
 OF1506  NGVD 29 (07/19/86)  156.5    (m)          513.     (f) VERT ANG       
 OF1506
 OF1506.Superseded values are not recommended for survey control.
 OF1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1506.See file dsdata.txt to determine how the superseded data were derived.
 OF1506
 OF1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9955271813(NAD 83)
 OF1506_MARKER: DD = SURVEY DISK
 OF1506_SETTING: 0 = UNSPECIFIED SETTING
 OF1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1506
 OF1506  HISTORY     - Date     Condition        Report By
 OF1506  HISTORY     - 1973     MONUMENTED       NY-055
 OF1506  HISTORY     - 19950719 GOOD             USPSQD
 OF1506
 OF1506                          STATION DESCRIPTION
 OF1506
 OF1506'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1506'IN THE TOWN OF PERINTON, ON THE WEST SIDE OF KREAG RD.
 OF1506'(RT.027), 0.1 MI. S. OF PALMYRA RD. (RT.31)
 OF1506'
 OF1506'15.4 FT W. OF CENTERLINE OF KREAG RD.
 OF1506'
 OF1506'40.6 FT N. OF NORTH RANGELINE OF GARAGE OF HOUSE 221
 OF1506'
 OF1506'13.6 FT S. OF 210 MAILBOX
 OF1506'
 OF1506'42.4 FT S. OF SOUTH RANGELINE OF GARAGE OF HOUSE 211
 OF1506'
 OF1506'36.0 FT S. OF MONROE COUNTY WITNESS POST
 OF1506'
 OF1506'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1506'4742 IN THE TOP OF A CONCRETE POST COVERED 0.4 FT
 OF1506
 OF1506                          STATION RECOVERY (1995)
 OF1506
 OF1506'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1505 ***********************************************************************
 OF1505  DESIGNATION -  4743
 OF1505  PID         -  OF1505
 OF1505  STATE/COUNTY-  NY/MONROE
 OF1505  USGS QUAD   -  FAIRPORT (1978)
 OF1505
 OF1505                         *CURRENT SURVEY CONTROL
 OF1505  ___________________________________________________________________
 OF1505* NAD 83(1996)-  43 04 26.40547(N)    077 27 39.35400(W)     ADJUSTED  
 OF1505* NAVD 88     -       155.7    (meters)     511.     (feet)  VERTCON   
 OF1505  ___________________________________________________________________
 OF1505  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 OF1505  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF1505
 OF1505  HORZ ORDER  -  SECOND
 OF1505
 OF1505.The horizontal coordinates were established by classical geodetic methods
 OF1505.and adjusted by the National Geodetic Survey in January 1999..
 OF1505
 OF1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1505
 OF1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1505
 OF1505.The geoid height was determined by GEOID03.
 OF1505
 OF1505;                    North         East     Units Scale Factor Converg.
 OF1505;SPC NY W     -   342,002.085   441,406.498   MT  1.00004025   +0 45 59.7
 OF1505;SPC NY W     - 1,122,051.84  1,448,181.15   sFT  1.00004025   +0 45 59.7
 OF1505;SPC NY C     -   341,764.425   178,529.995   MT  1.00000031   -0 35 57.7
 OF1505;SPC NY C     - 1,121,272.12    585,727.16   sFT  1.00000031   -0 35 57.7
 OF1505;UTM  18      - 4,771,971.994   299,650.165   MT  1.00009382   -1 40 52.4
 OF1505
 OF1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1505!SPC NY W     -   0.99998111  x   1.00004025  =   1.00002136
 OF1505!SPC NY C     -   0.99998111  x   1.00000031  =   0.99998142
 OF1505!UTM  18      -   0.99998111  x   1.00009382  =   1.00007493
 OF1505
 OF1505                          SUPERSEDED SURVEY CONTROL
 OF1505
 OF1505  NAD 83(1986)-  43 04 26.41396(N)    077 27 39.35183(W) AD(       ) 2
 OF1505  NAD 27      -  43 04 26.18646(N)    077 27 40.37007(W) AD(       ) 2
 OF1505  NGVD 29 (07/19/86)  155.9    (m)          511.     (f) VERT ANG       
 OF1505
 OF1505.Superseded values are not recommended for survey control.
 OF1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1505.See file dsdata.txt to determine how the superseded data were derived.
 OF1505
 OF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9965071972(NAD 83)
 OF1505_MARKER: DD = SURVEY DISK
 OF1505_SETTING: 0 = UNSPECIFIED SETTING
 OF1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1505
 OF1505  HISTORY     - Date     Condition        Report By
 OF1505  HISTORY     - 1973     MONUMENTED       NY-055
 OF1505  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 OF1505
 OF1505                          STATION DESCRIPTION
 OF1505
 OF1505'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1505'IN THE TOWN OF PERINTON, ON THE NORTHWEST CORNER IN PAVEMENT OF
 OF1505'THE INTERSECTION OF PALMYRA RD. (RT.31), AND KREAG RD. (RT.027)
 OF1505'
 OF1505'14.0 FT W. OF CENTERLINE OF KREAG RD.
 OF1505'
 OF1505'26.3 FT N. OF CENTERLINE OF PALMYRA RD.
 OF1505'
 OF1505'25.2 FT SE OF STREET SIGN
 OF1505'
 OF1505'24.1 FT SE OF CONCRETE GUARD POST
 OF1505'
 OF1505'33.1 FT SE OF TRAFFIC LIGHT POLE
 OF1505'
 OF1505'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4743
 OF1505'IN THE TOP OF A CONCRETE POST IN CAST IRON FRAME AND COVER WHICH
 OF1505'IS AT GRADE
 OF1505
 OF1505                          STATION RECOVERY (1995)
 OF1505
 OF1505'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1501 ***********************************************************************
 OF1501  DESIGNATION -  4744
 OF1501  PID         -  OF1501
 OF1501  STATE/COUNTY-  NY/MONROE
 OF1501  USGS QUAD   -  FAIRPORT (1978)
 OF1501
 OF1501                         *CURRENT SURVEY CONTROL
 OF1501  ___________________________________________________________________
 OF1501* NAD 83(1996)-  43 04 33.36358(N)    077 27 34.03438(W)     ADJUSTED  
 OF1501* NAVD 88     -       153.2    (meters)     503.     (feet)  VERTCON   
 OF1501  ___________________________________________________________________
 OF1501  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OF1501  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OF1501
 OF1501  HORZ ORDER  -  SECOND
 OF1501
 OF1501.The horizontal coordinates were established by classical geodetic methods
 OF1501.and adjusted by the National Geodetic Survey in January 1999..
 OF1501
 OF1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1501
 OF1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1501
 OF1501.The geoid height was determined by GEOID03.
 OF1501
 OF1501;                    North         East     Units Scale Factor Converg.
 OF1501;SPC NY W     -   342,218.409   441,523.962   MT  1.00004051   +0 46 03.5
 OF1501;SPC NY W     - 1,122,761.56  1,448,566.53   sFT  1.00004051   +0 46 03.5
 OF1501;SPC NY C     -   341,977.880   178,652.577   MT  1.00000010   -0 35 54.2
 OF1501;SPC NY C     - 1,121,972.43    586,129.33   sFT  1.00000010   -0 35 54.2
 OF1501;UTM  18      - 4,772,183.115   299,776.768   MT  1.00009320   -1 40 49.0
 OF1501
 OF1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1501!SPC NY W     -   0.99998151  x   1.00004051  =   1.00002202
 OF1501!SPC NY C     -   0.99998151  x   1.00000010  =   0.99998161
 OF1501!UTM  18      -   0.99998151  x   1.00009320  =   1.00007471
 OF1501
 OF1501:                Primary Azimuth Mark                     Grid Az
 OF1501:SPC NY W     -  4716                                     029 18 44.7
 OF1501:SPC NY C     -  4716                                     030 40 42.4
 OF1501:UTM  18      -  4716                                     031 45 37.2
 OF1501
 OF1501|---------------------------------------------------------------------|
 OF1501| PID    Reference Object                     Distance      Geod. Az  |
 OF1501|                                                           dddmmss.s |
 OF1501| OF1498 4716                                406.462 METERS 0300448.2 |
 OF1501| OF1505 4743                                246.148 METERS 20916     |
 OF1501|---------------------------------------------------------------------|
 OF1501
 OF1501                          SUPERSEDED SURVEY CONTROL
 OF1501
 OF1501  NAD 83(1986)-  43 04 33.37208(N)    077 27 34.03222(W) AD(       ) 2
 OF1501  NAD 27      -  43 04 33.14462(N)    077 27 35.05066(W) AD(       ) 2
 OF1501  NGVD 29 (07/19/86)  153.4    (m)          503.     (f) VERT ANG       
 OF1501
 OF1501.Superseded values are not recommended for survey control.
 OF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1501.See file dsdata.txt to determine how the superseded data were derived.
 OF1501
 OF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9977772183(NAD 83)
 OF1501_MARKER: DD = SURVEY DISK
 OF1501_SETTING: 0 = UNSPECIFIED SETTING
 OF1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1501
 OF1501  HISTORY     - Date     Condition        Report By
 OF1501  HISTORY     - 1973     MONUMENTED       NY-055
 OF1501  HISTORY     - 19950719 GOOD             USPSQD
 OF1501
 OF1501                          STATION DESCRIPTION
 OF1501
 OF1501'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF1501'IN THE TOWN OF PERINTON, ON THE WEST SIDE OF KREAG RD.
 OF1501'(RT.027), 0.15 MI. N. OF PALMYRA RD. (RT.31) AND 0.25 MI. S.
 OF1501'OF AYRAULT RD. (RT.021)
 OF1501'
 OF1501'15.3 FT W. OF CENTERLINE OF KREAG RD.
 OF1501'
 OF1501'14.0 FT S. OF NORTH RANGELINE OF HOUSE 103
 OF1501'
 OF1501'18.2 FT N. OF MOST SOUTHERLY RANGELINE OF HOUSE 103
 OF1501'
 OF1501'22.4 FT S. OF CENTERLINE OF ASPHALT DRIVEWAY
 OF1501'
 OF1501'28.9 FT N. OF UTILITY POLE FMC 27-A5, RTC 5-1/2
 OF1501'
 OF1501'0.8 FT E. OF MONROE COUNTY WITNESS POST
 OF1501'
 OF1501'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF1501'4744 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF1501
 OF1501                          STATION RECOVERY (1995)
 OF1501
 OF1501'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2644 ***********************************************************************
 OF2644  DESIGNATION -  475 NYGS 1969
 OF2644  PID         -  OF2644
 OF2644  STATE/COUNTY-  NY/MONROE
 OF2644  USGS QUAD   -  HAMLIN (1978)
 OF2644
 OF2644                         *CURRENT SURVEY CONTROL
 OF2644  ___________________________________________________________________
 OF2644* NAD 83(1996)-  43 20 19.60141(N)    077 54 01.36556(W)     ADJUSTED  
 OF2644* NAVD 88     -        82.72   (+/-2cm)     271.4    (feet)  VERTCON   
 OF2644  ___________________________________________________________________
 OF2644  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 OF2644  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2644
 OF2644  HORZ ORDER  -  SECOND
 OF2644  VERT ORDER  -  THIRD ? (See Below)
 OF2644
 OF2644.The horizontal coordinates were established by classical geodetic methods
 OF2644.and adjusted by the National Geodetic Survey in January 1999..
 OF2644
 OF2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2644.The vertical order pertains to the NGVD 29 superseded value.
 OF2644
 OF2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2644
 OF2644.The geoid height was determined by GEOID03.
 OF2644
 OF2644;                    North         East     Units Scale Factor Converg.
 OF2644;SPC NY W     -   371,031.111   405,378.419   MT  0.99997521   +0 28 07.4
 OF2644;SPC NY W     - 1,217,291.24  1,329,979.03   sFT  0.99997521   +0 28 07.4
 OF2644;UTM  18      - 4,802,522.507   264,891.842   MT  1.00028000   -1 59 29.3
 OF2644
 OF2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2644!SPC NY W     -   0.99999264  x   0.99997521  =   0.99996785
 OF2644!UTM  18      -   0.99999264  x   1.00028000  =   1.00027263
 OF2644
 OF2644                          SUPERSEDED SURVEY CONTROL
 OF2644
 OF2644  NAD 83(1986)-  43 20 19.60918(N)    077 54 01.36505(W) AD(       ) 2
 OF2644  NAD 27      -  43 20 19.39465(N)    077 54 02.31766(W) AD(       ) 2
 OF2644  NGVD 29 (07/19/86)   82.91   (m)          272.0    (f) LEVELING    3  
 OF2644
 OF2644.Superseded values are not recommended for survey control.
 OF2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2644.See file dsdata.txt to determine how the superseded data were derived.
 OF2644
 OF2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6489202523(NAD 83)
 OF2644_MARKER: DD = SURVEY DISK
 OF2644_SETTING: 0 = UNSPECIFIED SETTING
 OF2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2644
 OF2644  HISTORY     - Date     Condition        Report By
 OF2644  HISTORY     - 1935     MONUMENTED       NYGS
 OF2644  HISTORY     - 1969     GOOD             CGS
 OF2644
 OF2644                          STATION DESCRIPTION
 OF2644
 OF2644'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2644'IN HAMLIN, 0.1 MILE EAST OF LAKE ROAD (EAST FORK) 17.5 FEET NORTH
 OF2644'OF CENTER LINE OF NORTH HAMLIN ROAD, 35 FEET SOUTH OF SOUTHEAST
 OF2644'CORNER OF EAST WING OF THE WILLIAM KAISER HOUSE, 28.3 FEET
 OF2644'SOUTH OF CENTER OF WELL, 25.7 FEET SOUTHEAST OF SOUTHEAST CORNER
 OF2644'OF HOUSE, AND 11 FEET WEST OF CENTER LINE OF DRIVEWAY.  STATION
 OF2644'IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF2644'FLUSH WITH GROUND.
 OF2644
 OF2644                          STATION RECOVERY (1969)
 OF2644
 OF2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2644'ORIGINAL DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0427 ***********************************************************************
 NB0427  DESIGNATION -  476
 NB0427  PID         -  NB0427
 NB0427  STATE/COUNTY-  NY/SCHUYLER
 NB0427  USGS QUAD   -  MONTOUR FALLS (1978)
 NB0427
 NB0427                         *CURRENT SURVEY CONTROL
 NB0427  ___________________________________________________________________
 NB0427* NAD 83(1986)-  42 22 23.     (N)    076 51 44.     (W)     SCALED    
 NB0427* NAVD 88     -       145.442  (meters)     477.17   (feet)  ADJUSTED  
 NB0427  ___________________________________________________________________
 NB0427  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NB0427  DYNAMIC HT  -         145.396 (meters)     477.02  (feet)  COMP
 NB0427  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 NB0427
 NB0427  VERT ORDER  -  SECOND    CLASS 0
 NB0427
 NB0427.The horizontal coordinates were scaled from a topographic map and have
 NB0427.an estimated accuracy of +/- 6 seconds.
 NB0427
 NB0427.The orthometric height was determined by differential leveling
 NB0427.and adjusted by the National Geodetic Survey in June 1991..
 NB0427
 NB0427.The geoid height was determined by GEOID03.
 NB0427
 NB0427.The dynamic height is computed by dividing the NAVD 88
 NB0427.geopotential number by the normal gravity value computed on the
 NB0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0427.degrees latitude (g = 980.6199 gals.).
 NB0427
 NB0427.The modeled gravity was interpolated from observed gravity values.
 NB0427
 NB0427;                    North         East    Units  Estimated Accuracy
 NB0427;SPC NY C     -   263,570.      227,030.      MT  (+/- 180 meters Scaled)
 NB0427
 NB0427                          SUPERSEDED SURVEY CONTROL
 NB0427
 NB0427  NGVD 29 (??/??/92)  145.631  (m)          477.79   (f) ADJ UNCH    2 0
 NB0427
 NB0427.Superseded values are not recommended for survey control.
 NB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0427.See file dsdata.txt to determine how the superseded data were derived.
 NB0427
 NB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM466928(NAD 83)
 NB0427_MARKER: DD = SURVEY DISK
 NB0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0427_SP_SET: WALL
 NB0427_STAMPING: NEW YORK 476 D
 NB0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0427+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 NB0427
 NB0427  HISTORY     - Date     Condition        Report By
 NB0427  HISTORY     - UNK      MONUMENTED       USGS
 NB0427  HISTORY     - 1935     GOOD             NGS
 NB0427  HISTORY     - 1989     GOOD             USPSQD
 NB0427  HISTORY     - 19990322 GOOD             USPSQD
 NB0427  HISTORY     - 20060821 GOOD             GEOCAC
 NB0427
 NB0427                          STATION DESCRIPTION
 NB0427
 NB0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0427'AT WATKINS GLEN.
 NB0427'IS LOCATED IN THE THIRD LAYER OF ROCK FROM GROUND IN THE WEST
 NB0427'WALL OF THE SCHUYLER COUNTY COURT HOUSE. 3 FT. SOUTH OF NORTHWEST
 NB0427'CORNER. 2 FT. ABOVE GROUND. TABLET SET VERTICALLY IN WALL.
 NB0427
 NB0427                          STATION RECOVERY (1989)
 NB0427
 NB0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0427'RECOVERED IN GOOD CONDITION.
 NB0427
 NB0427                          STATION RECOVERY (1999)
 NB0427
 NB0427'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0427'RECOVERED IN GOOD CONDITION.
 NB0427
 NB0427                          STATION RECOVERY (2006)
 NB0427
 NB0427'RECOVERY NOTE BY GEOCACHING 2006 (RHV)
 NB0427'COORDINATES SUSPECT.  ACTUAL COORDINATES CLOSER TO 42 22.603N  076
 NB0427'52.283W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0639 ***********************************************************************
 OE0639  DESIGNATION -  476
 OE0639  PID         -  OE0639
 OE0639  STATE/COUNTY-  NY/HERKIMER
 OE0639  USGS QUAD   -  ILION (1982)
 OE0639
 OE0639                         *CURRENT SURVEY CONTROL
 OE0639  ___________________________________________________________________
 OE0639* NAD 83(1986)-  43 03 22.     (N)    075 04 48.     (W)     SCALED    
 OE0639* NAVD 88     -       123.385  (meters)     404.81   (feet)  ADJUSTED  
 OE0639  ___________________________________________________________________
 OE0639  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 OE0639  DYNAMIC HT  -         123.352 (meters)     404.70  (feet)  COMP
 OE0639  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 OE0639
 OE0639  VERT ORDER  -  FIRST     CLASS II
 OE0639
 OE0639.The horizontal coordinates were scaled from a topographic map and have
 OE0639.an estimated accuracy of +/- 6 seconds.
 OE0639
 OE0639.The orthometric height was determined by differential leveling
 OE0639.and adjusted by the National Geodetic Survey in June 1991..
 OE0639
 OE0639.The geoid height was determined by GEOID03.
 OE0639
 OE0639.The dynamic height is computed by dividing the NAVD 88
 OE0639.geopotential number by the normal gravity value computed on the
 OE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0639.degrees latitude (g = 980.6199 gals.).
 OE0639
 OE0639.The modeled gravity was interpolated from observed gravity values.
 OE0639
 OE0639;                    North         East    Units  Estimated Accuracy
 OE0639;SPC NY E     -   469,070.      102,750.      MT  (+/- 180 meters Scaled)
 OE0639
 OE0639                          SUPERSEDED SURVEY CONTROL
 OE0639
 OE0639  NGVD 29 (??/??/92)  123.542  (m)          405.32   (f) ADJ UNCH    1 2
 OE0639
 OE0639.Superseded values are not recommended for survey control.
 OE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0639.See file dsdata.txt to determine how the superseded data were derived.
 OE0639
 OE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN934670(NAD 83)
 OE0639_MARKER: B = BOLT
 OE0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0639_SP_SET: BRIDGE ABUTMENT
 OE0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0639
 OE0639  HISTORY     - Date     Condition        Report By
 OE0639  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0639  HISTORY     - 1931     GOOD             NGS
 OE0639
 OE0639                          STATION DESCRIPTION
 OE0639
 OE0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0639'1.3 MI W FROM NORTH FRANKFORT.
 OE0639'ON NEW YORK CENTRAL RAILROAD BRIDGE NO. 476. 9.6 FEET NORTH OF NORTH
 OE0639'RAIL, ON NORTH WING WALL OF WEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2649 ***********************************************************************
 OF2649  DESIGNATION -  476 MCGS 1969
 OF2649  PID         -  OF2649
 OF2649  STATE/COUNTY-  NY/MONROE
 OF2649  USGS QUAD   -  HAMLIN (1978)
 OF2649
 OF2649                         *CURRENT SURVEY CONTROL
 OF2649  ___________________________________________________________________
 OF2649* NAD 83(1996)-  43 20 14.98131(N)    077 52 33.11716(W)     ADJUSTED  
 OF2649* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 OF2649  ___________________________________________________________________
 OF2649  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OF2649  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2649
 OF2649  HORZ ORDER  -  SECOND
 OF2649
 OF2649.The horizontal coordinates were established by classical geodetic methods
 OF2649.and adjusted by the National Geodetic Survey in January 1999..
 OF2649
 OF2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2649
 OF2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2649
 OF2649.The geoid height was determined by GEOID03.
 OF2649
 OF2649;                    North         East     Units Scale Factor Converg.
 OF2649;SPC NY W     -   370,905.093   407,367.345   MT  0.99997797   +0 29 08.0
 OF2649;SPC NY W     - 1,216,877.79  1,336,504.36   sFT  0.99997797   +0 29 08.0
 OF2649;UTM  18      - 4,802,311.167   266,874.116   MT  1.00026859   -1 58 28.5
 OF2649
 OF2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2649!SPC NY W     -   0.99999281  x   0.99997797  =   0.99997078
 OF2649!UTM  18      -   0.99999281  x   1.00026859  =   1.00026140
 OF2649
 OF2649:                Primary Azimuth Mark                     Grid Az
 OF2649:SPC NY W     -  475 NYGS 1969                            273 37 31.5
 OF2649:UTM  18      -  475 NYGS 1969                            276 05 08.0
 OF2649
 OF2649|---------------------------------------------------------------------|
 OF2649| PID    Reference Object                     Distance      Geod. Az  |
 OF2649|                                                           dddmmss.s |
 OF2649| OF2644 475 NYGS 1969                       APPROX. 2.0 KM 2740639.5 |
 OF2649|---------------------------------------------------------------------|
 OF2649
 OF2649                          SUPERSEDED SURVEY CONTROL
 OF2649
 OF2649  NAD 83(1986)-  43 20 14.98882(N)    077 52 33.11668(W) AD(       ) 2
 OF2649  NAD 27      -  43 20 14.77370(N)    077 52 34.07286(W) AD(       ) 2
 OF2649  NGVD 29 (07/19/86)   81.8    (m)          268.     (f) VERT ANG       
 OF2649
 OF2649.Superseded values are not recommended for survey control.
 OF2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2649.See file dsdata.txt to determine how the superseded data were derived.
 OF2649
 OF2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6687402311(NAD 83)
 OF2649_MARKER: DD = SURVEY DISK
 OF2649_SETTING: 0 = UNSPECIFIED SETTING
 OF2649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2649
 OF2649  HISTORY     - Date     Condition        Report By
 OF2649  HISTORY     - 1969     MONUMENTED       NY-055
 OF2649
 OF2649                          STATION DESCRIPTION
 OF2649
 OF2649'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2649'IN HAMLIN, AT INTERSECTION OF MARTIN ROAD AND NORTH HAMLIN ROAD
 OF2649'
 OF2649'0.7 MILE SOUTH OF ONTARIO PKWY.
 OF2649'
 OF2649'0.7 MILE SOUTH OF STATION BENEDICT 1969
 OF2649'
 OF2649'11.7 FEET SOUTH OF CENTER OF NORTH HAMLIN ROAD
 OF2649'
 OF2649'9.5 FEET WEST OF CENTER OF MARTIN ROAD
 OF2649'
 OF2649'43.5 FEET NORTHWEST OF POLE NM21, S 8392, 65A
 OF2649'
 OF2649'38.4 FEET NORTHWEST OF EAST END OF 12-INCH CULVERT PIPE UNDER
 OF2649'MARTIN ROAD
 OF2649'
 OF2649'21.4 FEET NORTH OF WEST END OF SAME PIPE
 OF2649'
 OF2649'19.6 FEET NORTHEAST OF POLE NMJ-57 1/2, 230, RTC 145.
 OF2649'
 OF2649'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 476, IN THE
 OF2649'TOP OF A CONCRETE POST 1 FOOT BELOW GRADE IN A CAST IRON FRAME AND
 OF2649'COVER WHICH IS FLUSH WITH SURFACE OF PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0378 ***********************************************************************
 LY0378  DESIGNATION -  477 A
 LY0378  PID         -  LY0378
 LY0378  STATE/COUNTY-  NY/ORANGE
 LY0378  USGS QUAD   -  WARWICK (1976)
 LY0378
 LY0378                         *CURRENT SURVEY CONTROL
 LY0378  ___________________________________________________________________
 LY0378* NAD 83(1986)-  41 21 50.     (N)    074 16 22.     (W)     SCALED    
 LY0378* NAVD 88     -       145.041  (meters)     475.86   (feet)  ADJUSTED  
 LY0378  ___________________________________________________________________
 LY0378  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LY0378  DYNAMIC HT  -         144.983 (meters)     475.67  (feet)  COMP
 LY0378  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 LY0378
 LY0378  VERT ORDER  -  SECOND    CLASS 0
 LY0378
 LY0378.The horizontal coordinates were scaled from a topographic map and have
 LY0378.an estimated accuracy of +/- 6 seconds.
 LY0378
 LY0378.The orthometric height was determined by differential leveling
 LY0378.and adjusted by the National Geodetic Survey in June 1991..
 LY0378
 LY0378.The geoid height was determined by GEOID03.
 LY0378
 LY0378.The dynamic height is computed by dividing the NAVD 88
 LY0378.geopotential number by the normal gravity value computed on the
 LY0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0378.degrees latitude (g = 980.6199 gals.).
 LY0378
 LY0378.The modeled gravity was interpolated from observed gravity values.
 LY0378
 LY0378;                    North         East    Units  Estimated Accuracy
 LY0378;SPC NY E     -   280,980.      169,010.      MT  (+/- 180 meters Scaled)
 LY0378
 LY0378                          SUPERSEDED SURVEY CONTROL
 LY0378
 LY0378  NGVD 29 (??/??/92)  145.294  (m)          476.69   (f) ADJ UNCH    2 0
 LY0378
 LY0378.Superseded values are not recommended for survey control.
 LY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0378.See file dsdata.txt to determine how the superseded data were derived.
 LY0378
 LY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL608794(NAD 83)
 LY0378_MARKER: DD = SURVEY DISK
 LY0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0378_SP_SET: BUILDING FOUNDATION
 LY0378_STAMPING: 477 ALBANY 1903 ADJ
 LY0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0378
 LY0378  HISTORY     - Date     Condition        Report By
 LY0378  HISTORY     - 1903     MONUMENTED       USGS
 LY0378  HISTORY     - 1933     GOOD             NGS
 LY0378  HISTORY     - 1985     GOOD             USPSQD
 LY0378
 LY0378                          STATION DESCRIPTION
 LY0378
 LY0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0378'AT CHESTER.
 LY0378'AT CHESTER, ORANGE COUNTY, AT THE METHODIST CHURCH, IN THE
 LY0378'FACE OF THE SOUTH FOUNDATION, 29 FEET WEST OF THE SOUTHWEST
 LY0378'CORNER, ABOUT 125 FEET WEST OF THE CENTER LINE OF MAIN STREET,
 LY0378'AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED 477
 LY0378'ALBANY 1903 ADJ.  AND SET VERTICALLY.
 LY0378
 LY0378                          STATION RECOVERY (1985)
 LY0378
 LY0378'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0378'MARK IS LOCATED ON SOUTH FOUNDATION OF THE GREATER TABERNACLE FULL
 LY0378'GOSPEL CHURCH 54.7' EAST OF SOUTH-WEST CORNER OF CHURCH. CHURCH IS
 LY0378'LOCATED ON WEST SIDE OF MAIN ST, 100' NORTH OF MILLERS LANE, CHESTER,
 LY0378'N.Y. MARK IS LOCATED IN ERROR ON USGS QUAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2562 ***********************************************************************
 OF2562  DESIGNATION -  477 NYGS 1969
 OF2562  PID         -  OF2562
 OF2562  STATE/COUNTY-  NY/MONROE
 OF2562  USGS QUAD   -  HILTON (1976)
 OF2562
 OF2562                         *CURRENT SURVEY CONTROL
 OF2562  ___________________________________________________________________
 OF2562* NAD 83(1996)-  43 20 13.93007(N)    077 51 56.17581(W)     ADJUSTED  
 OF2562* NAVD 88     -        80.84   (+/-2cm)     265.2    (feet)  VERTCON   
 OF2562  ___________________________________________________________________
 OF2562  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 OF2562  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2562
 OF2562  HORZ ORDER  -  SECOND
 OF2562  VERT ORDER  -  THIRD ? (See Below)
 OF2562
 OF2562.The horizontal coordinates were established by classical geodetic methods
 OF2562.and adjusted by the National Geodetic Survey in January 1999..
 OF2562
 OF2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2562.The vertical order pertains to the NGVD 29 superseded value.
 OF2562
 OF2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2562
 OF2562.The geoid height was determined by GEOID03.
 OF2562
 OF2562;                    North         East     Units Scale Factor Converg.
 OF2562;SPC NY W     -   370,879.755   408,199.713   MT  0.99997915   +0 29 33.3
 OF2562;SPC NY W     - 1,216,794.66  1,339,235.23   sFT  0.99997915   +0 29 33.3
 OF2562;UTM  18      - 4,802,250.107   267,704.868   MT  1.00026383   -1 58 03.1
 OF2562
 OF2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2562!SPC NY W     -   0.99999293  x   0.99997915  =   0.99997208
 OF2562!UTM  18      -   0.99999293  x   1.00026383  =   1.00025676
 OF2562
 OF2562                          SUPERSEDED SURVEY CONTROL
 OF2562
 OF2562  NAD 83(1986)-  43 20 13.93747(N)    077 51 56.17533(W) AD(       ) 2
 OF2562  NAD 27      -  43 20 13.72211(N)    077 51 57.13299(W) AD(       ) 2
 OF2562  NGVD 29 (07/19/86)   81.03   (m)          265.8    (f) LEVELING    3  
 OF2562
 OF2562.Superseded values are not recommended for survey control.
 OF2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2562.See file dsdata.txt to determine how the superseded data were derived.
 OF2562
 OF2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6770502250(NAD 83)
 OF2562_MARKER: DD = SURVEY DISK
 OF2562_SETTING: 0 = UNSPECIFIED SETTING
 OF2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2562
 OF2562  HISTORY     - Date     Condition        Report By
 OF2562  HISTORY     - 1935     MONUMENTED       NYGS
 OF2562  HISTORY     - 1969     GOOD             CGS
 OF2562
 OF2562                          STATION DESCRIPTION
 OF2562
 OF2562'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2562'IN HAMLIN, 0.6 MILE EAST OF MARTIN ROAD, 23 FEET NORTH OF CENTER
 OF2562'LINE OF NORTH HAMLIN ROAD, IN RANGE LINE OF FARM FENCE, 201 FEET
 OF2562'WEST OF CORNERPOST AT INTERSECTION OF SOUTH RIGHT-OF-WAY AND
 OF2562'FARM FENCES, AND 86 FEET NORTHEAST OF CORNERPOST.  STATION IS A
 OF2562'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH
 OF2562'WITH GROUND.
 OF2562
 OF2562                          STATION RECOVERY (1969)
 OF2562
 OF2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2562'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2562'
 OF2562'IN HAMLIN, ALONG NORTH HAMLIN ROAD
 OF2562'
 OF2562'0.6 MILE EAST OF MARTIN ROAD
 OF2562'
 OF2562'0.9 MILE SOUTHEAST OF STATION BENEDICT 1969
 OF2562'
 OF2562'IN FRONT OF HOUSE NO. 1143
 OF2562'
 OF2562'48.0 FEET NORTH OF NORTHWEST CORNER OF CULVERT
 OF2562'
 OF2562'74.0 FEET NORTH OF POLE NO. 241 RTC 12
 OF2562'
 OF2562'22.0 FEET NORTH OF CENTERLINE OF NORTH HAMLIN ROAD
 OF2562'
 OF2562'STATION IS A USC AND GS AND SS STANDARD DISK IN CONCRETE .75 FOOT
 OF2562'ABOVE GROUND AND STAMPED 477, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1206 ***********************************************************************
 OE1206  DESIGNATION -  479 RESET
 OE1206  PID         -  OE1206
 OE1206  STATE/COUNTY-  NY/JEFFERSON
 OE1206  USGS QUAD   -  WATERTOWN (1982)
 OE1206
 OE1206                         *CURRENT SURVEY CONTROL
 OE1206  ___________________________________________________________________
 OE1206* NAD 83(1986)-  43 58 33.     (N)    075 54 50.     (W)     SCALED    
 OE1206* NAVD 88     -       146.63   (+/-2cm)     481.1    (feet)  VERTCON   
 OE1206  ___________________________________________________________________
 OE1206  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 OE1206
 OE1206  VERT ORDER  -  THIRD (See Below)
 OE1206
 OE1206.The horizontal coordinates were scaled from a topographic map and have
 OE1206.an estimated accuracy of +/- 6 seconds.
 OE1206
 OE1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1206.The vertical order pertains to the NGVD 29 superseded value.
 OE1206
 OE1206.The geoid height was determined by GEOID03.
 OE1206
 OE1206;                    North         East    Units  Estimated Accuracy
 OE1206;SPC NY C     -   441,800.      303,710.      MT  (+/- 180 meters Scaled)
 OE1206
 OE1206                          SUPERSEDED SURVEY CONTROL
 OE1206
 OE1206  NGVD 29 (09/01/04)  146.76   (m)          481.5    (f) RESET       3  
 OE1206
 OE1206.Superseded values are not recommended for survey control.
 OE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1206.See file dsdata.txt to determine how the superseded data were derived.
 OE1206
 OE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP267695(NAD 83)
 OE1206_MARKER: DB = BENCH MARK DISK
 OE1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1206_SP_SET: WALL
 OE1206_STAMPING: 479 U.S.G.S. RESET 1966
 OE1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE1206+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 OE1206
 OE1206  HISTORY     - Date     Condition        Report By
 OE1206  HISTORY     - 1966     MONUMENTED       USGS
 OE1206  HISTORY     - 1967     GOOD             NGS
 OE1206  HISTORY     - 19910511 GOOD             USPSQD
 OE1206  HISTORY     - 20050525 GOOD             GEOCAC
 OE1206
 OE1206                          STATION DESCRIPTION
 OE1206
 OE1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OE1206'IN WATERTOWN.
 OE1206'AT WATERTOWN, IN THE MUNICIPAL BUILDING AT 245 WASHINGTON STREET, 12
 OE1206'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND SET IN THE EAST
 OE1206'WALL ABOUT 1 FOOT HIGHER THAN THE GROUND.
 OE1206
 OE1206                          STATION RECOVERY (1991)
 OE1206
 OE1206'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAS)
 OE1206'RECOVERED IN GOOD CONDITION.
 OE1206
 OE1206                          STATION RECOVERY (2005)
 OE1206
 OE1206'RECOVERY NOTE BY GEOCACHING 2005 (FDL)
 OE1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1508 ***********************************************************************
 KU1508  DESIGNATION -  480=2 USE
 KU1508  PID         -  KU1508
 KU1508  STATE/COUNTY-  NY/NASSAU
 KU1508  USGS QUAD   -  LAWRENCE (1979)
 KU1508
 KU1508                         *CURRENT SURVEY CONTROL
 KU1508  ___________________________________________________________________
 KU1508* NAD 83(1986)-  40 35 38.     (N)    073 39 40.     (W)     SCALED    
 KU1508* NAVD 88     -         1.694  (meters)       5.56   (feet)  ADJUSTED  
 KU1508  ___________________________________________________________________
 KU1508  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KU1508  DYNAMIC HT  -           1.693 (meters)       5.55  (feet)  COMP
 KU1508  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 KU1508
 KU1508  VERT ORDER  -  SECOND    CLASS 0
 KU1508
 KU1508.The horizontal coordinates were scaled from a topographic map and have
 KU1508.an estimated accuracy of +/- 6 seconds.
 KU1508
 KU1508.The orthometric height was determined by differential leveling
 KU1508.and adjusted by the National Geodetic Survey in June 1991..
 KU1508
 KU1508.The geoid height was determined by GEOID03.
 KU1508
 KU1508.The dynamic height is computed by dividing the NAVD 88
 KU1508.geopotential number by the normal gravity value computed on the
 KU1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1508.degrees latitude (g = 980.6199 gals.).
 KU1508
 KU1508.The modeled gravity was interpolated from observed gravity values.
 KU1508
 KU1508;                    North         East    Units  Estimated Accuracy
 KU1508;SPC NY L     -    47,500.      328,690.      MT  (+/- 180 meters Scaled)
 KU1508
 KU1508                          SUPERSEDED SURVEY CONTROL
 KU1508
 KU1508  NGVD 29 (??/??/92)    2.035  (m)            6.68   (f) ADJ UNCH    2 0
 KU1508
 KU1508.Superseded values are not recommended for survey control.
 KU1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1508.See file dsdata.txt to determine how the superseded data were derived.
 KU1508
 KU1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK132945(NAD 83)
 KU1508_MARKER: Q = CHISELED SQUARE
 KU1508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1508_SP_SET: TOWER FOUNDATION
 KU1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1508
 KU1508  HISTORY     - Date     Condition        Report By
 KU1508  HISTORY     - UNK      MONUMENTED       DOD
 KU1508  HISTORY     - 1932     GOOD             NGS
 KU1508  HISTORY     - 1935     POOR             NGS
 KU1508
 KU1508                          STATION DESCRIPTION
 KU1508
 KU1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1508'AT LONG BEACH.
 KU1508'AT LONG BEACH, NASSAU COUNTY, 500 FEET WEST OF THE SOUTH END
 KU1508'OF THE LONG BEACH ROAD BRIDGE OVER LONG BEACH CHANNEL, 500
 KU1508'FEET EAST OF THE SOUTH END OF THE LONG ISLAND RAILROAD BRIDGE
 KU1508'OVER THE CHANNEL, 200 FEET SOUTH OF THE SOUTH BULKHEAD, 20
 KU1508'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A RELOCATED WATER
 KU1508'TOWER, ON A CONCRETE FOUNDATION FORMERLY SUPPORTING THE WATER
 KU1508'TOWER, 2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 KU1508'FOUNDATION, AND 2 FEET ABOVE THE GROUND.  A CHISELED SQUARE,
 KU1508'MARKED U.S.  NOTE-- THIS BENCH MARK IS TO BE USED WITH EXTREME
 KU1508'CAUTION.
 KU1508
 KU1508                          STATION RECOVERY (1935)
 KU1508
 KU1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1508'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0636 ***********************************************************************
 OE0636  DESIGNATION -  481
 OE0636  PID         -  OE0636
 OE0636  STATE/COUNTY-  NY/HERKIMER
 OE0636  USGS QUAD   -  ILION (1982)
 OE0636
 OE0636                         *CURRENT SURVEY CONTROL
 OE0636  ___________________________________________________________________
 OE0636* NAD 83(1986)-  43 04 29.     (N)    075 07 05.     (W)     SCALED    
 OE0636* NAVD 88     -       123.707  (meters)     405.86   (feet)  ADJUSTED  
 OE0636  ___________________________________________________________________
 OE0636  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 OE0636  DYNAMIC HT  -         123.674 (meters)     405.75  (feet)  COMP
 OE0636  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 OE0636
 OE0636  VERT ORDER  -  FIRST     CLASS II
 OE0636
 OE0636.The horizontal coordinates were scaled from a topographic map and have
 OE0636.an estimated accuracy of +/- 6 seconds.
 OE0636
 OE0636.The orthometric height was determined by differential leveling
 OE0636.and adjusted by the National Geodetic Survey in June 1991..
 OE0636
 OE0636.The geoid height was determined by GEOID03.
 OE0636
 OE0636.The dynamic height is computed by dividing the NAVD 88
 OE0636.geopotential number by the normal gravity value computed on the
 OE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0636.degrees latitude (g = 980.6199 gals.).
 OE0636
 OE0636.The modeled gravity was interpolated from observed gravity values.
 OE0636
 OE0636;                    North         East    Units  Estimated Accuracy
 OE0636;SPC NY E     -   471,160.       99,670.      MT  (+/- 180 meters Scaled)
 OE0636
 OE0636                          SUPERSEDED SURVEY CONTROL
 OE0636
 OE0636  NGVD 29 (??/??/92)  123.866  (m)          406.38   (f) ADJ UNCH    1 2
 OE0636
 OE0636.Superseded values are not recommended for survey control.
 OE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0636.See file dsdata.txt to determine how the superseded data were derived.
 OE0636
 OE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN903691(NAD 83)
 OE0636_MARKER: B = BOLT
 OE0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0636_SP_SET: BRIDGE
 OE0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0636
 OE0636  HISTORY     - Date     Condition        Report By
 OE0636  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0636  HISTORY     - 1931     GOOD             NGS
 OE0636
 OE0636                          STATION DESCRIPTION
 OE0636
 OE0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0636'5.4 MI E FROM UTICA.
 OE0636'ON SOUTHWEST BRIDGE SEAT OF WEST ABUTMENT OF NEW YORK CENTRAL RAILROAD
 OE0636'BRIDGE NO. 481.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2554 ***********************************************************************
 OF2554  DESIGNATION -  481 6 MCGS 1969
 OF2554  PID         -  OF2554
 OF2554  STATE/COUNTY-  NY/MONROE
 OF2554  USGS QUAD   -  HILTON (1976)
 OF2554
 OF2554                         *CURRENT SURVEY CONTROL
 OF2554  ___________________________________________________________________
 OF2554* NAD 83(1996)-  43 15 01.35528(N)    077 48 47.05631(W)     ADJUSTED  
 OF2554* NAVD 88     -       102.40   (+/-2cm)     336.0    (feet)  VERTCON   
 OF2554  ___________________________________________________________________
 OF2554  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OF2554  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF2554
 OF2554  HORZ ORDER  -  SECOND
 OF2554  VERT ORDER  -  THIRD ? (See Below)
 OF2554
 OF2554.The horizontal coordinates were established by classical geodetic methods
 OF2554.and adjusted by the National Geodetic Survey in January 1999..
 OF2554
 OF2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2554.The vertical order pertains to the NGVD 29 superseded value.
 OF2554
 OF2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2554
 OF2554.The geoid height was determined by GEOID03.
 OF2554
 OF2554;                    North         East     Units Scale Factor Converg.
 OF2554;SPC NY W     -   361,271.997   412,548.504   MT  0.99998561   +0 31 40.0
 OF2554;SPC NY W     - 1,185,273.21  1,353,502.88   sFT  0.99998561   +0 31 40.0
 OF2554;UTM  18      - 4,792,462.030   271,638.656   MT  1.00024155   -1 55 41.9
 OF2554
 OF2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2554!SPC NY W     -   0.99998953  x   0.99998561  =   0.99997514
 OF2554!UTM  18      -   0.99998953  x   1.00024155  =   1.00023108
 OF2554
 OF2554:                Primary Azimuth Mark                     Grid Az
 OF2554:SPC NY W     -  481 7 NYGS 1969                          359 50 26.8
 OF2554:UTM  18      -  481 7 NYGS 1969                          002 17 48.7
 OF2554
 OF2554|---------------------------------------------------------------------|
 OF2554| PID    Reference Object                     Distance      Geod. Az  |
 OF2554|                                                           dddmmss.s |
 OF2554| OF2571 481 7 NYGS 1969                     APPROX. 0.5 KM 0002206.8 |
 OF2554| OF2388 SPENCER                             APPROX. 0.6 KM 1805900.5 |
 OF2554|---------------------------------------------------------------------|
 OF2554
 OF2554                          SUPERSEDED SURVEY CONTROL
 OF2554
 OF2554  NAD 83(1986)-  43 15 01.36221(N)    077 48 47.05520(W) AD(       ) 2
 OF2554  NAD 27      -  43 15 01.14373(N)    077 48 48.02162(W) AD(       ) 2
 OF2554  NGVD 29 (07/19/86)  102.58   (m)          336.5    (f) LEVELING    3  
 OF2554
 OF2554.Superseded values are not recommended for survey control.
 OF2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2554.See file dsdata.txt to determine how the superseded data were derived.
 OF2554
 OF2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7163992462(NAD 83)
 OF2554_MARKER: DD = SURVEY DISK
 OF2554_SETTING: 0 = UNSPECIFIED SETTING
 OF2554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2554
 OF2554  HISTORY     - Date     Condition        Report By
 OF2554  HISTORY     - 1969     MONUMENTED       NY-055
 OF2554  HISTORY     - 20060826 MARK NOT FOUND   USPSQD
 OF2554
 OF2554                          STATION DESCRIPTION
 OF2554
 OF2554'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2554'IN PARMA ALONG SPENCER ROAD.
 OF2554'
 OF2554'0.6 MILE SOUTH OF PARMA CENTER ROAD.
 OF2554'
 OF2554'0.35 MILE NORTH OF STATION SPENCER, 1969.
 OF2554'
 OF2554'11.9 FEET WEST OF CENTER LINE OF SPENCER ROAD.
 OF2554'
 OF2554'156.8 FEET NORTHWEST OF POLE RG AND E 9 RTC 19.
 OF2554'
 OF2554'13.0 FEET EAST OF U.S. MARKER.
 OF2554'
 OF2554'42.2 FEET SOUTHWEST OF RG AND E POLE 10, RTC 18.
 OF2554'
 OF2554'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2554'DISK STAMPED 481-6 IN THE TOP OF A CONCRETE POST COVERED 1 FT.
 OF2554
 OF2554                          STATION RECOVERY (2006)
 OF2554
 OF2554'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF2554'ROAD HAS BEEN REDONE. LOCATION IS NOW UNDER NEW ROAD. AT EXACT
 OF2554'COORDINATES, METAL DETECTOR SHOWS METAL UNDER ROAD SURFACE, 12 FEET
 OF2554'FROM CENTER OF ROAD. NOTE THAT LOCATION IS NW OF POLE RGE10/RCT18
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2557 ***********************************************************************
 OF2557  DESIGNATION -  481 6 NYGS 1969
 OF2557  PID         -  OF2557
 OF2557  STATE/COUNTY-  NY/MONROE
 OF2557  USGS QUAD   -  HILTON (1976)
 OF2557
 OF2557                         *CURRENT SURVEY CONTROL
 OF2557  ___________________________________________________________________
 OF2557* NAD 83(1996)-  43 15 01.35331(N)    077 48 47.20488(W)     ADJUSTED  
 OF2557* NAVD 88     -       102.73   (+/-2cm)     337.0    (feet)  VERTCON   
 OF2557  ___________________________________________________________________
 OF2557  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OF2557  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF2557
 OF2557  HORZ ORDER  -  SECOND
 OF2557  VERT ORDER  -  THIRD ? (See Below)
 OF2557
 OF2557.The horizontal coordinates were established by classical geodetic methods
 OF2557.and adjusted by the National Geodetic Survey in January 1999..
 OF2557
 OF2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2557.The vertical order pertains to the NGVD 29 superseded value.
 OF2557
 OF2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2557
 OF2557.The geoid height was determined by GEOID03.
 OF2557
 OF2557;                    North         East     Units Scale Factor Converg.
 OF2557;SPC NY W     -   361,271.905   412,545.154   MT  0.99998560   +0 31 39.9
 OF2557;SPC NY W     - 1,185,272.91  1,353,491.89   sFT  0.99998560   +0 31 39.9
 OF2557;UTM  18      - 4,792,462.082   271,635.303   MT  1.00024156   -1 55 42.0
 OF2557
 OF2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2557!SPC NY W     -   0.99998948  x   0.99998560  =   0.99997508
 OF2557!UTM  18      -   0.99998948  x   1.00024156  =   1.00023104
 OF2557
 OF2557                          SUPERSEDED SURVEY CONTROL
 OF2557
 OF2557  NAD 83(1986)-  43 15 01.36023(N)    077 48 47.20377(W) AD(       ) 2
 OF2557  NAD 27      -  43 15 01.14175(N)    077 48 48.17018(W) AD(       ) 2
 OF2557  NGVD 29 (07/19/86)  102.91   (m)          337.6    (f) LEVELING    3  
 OF2557
 OF2557.Superseded values are not recommended for survey control.
 OF2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2557.See file dsdata.txt to determine how the superseded data were derived.
 OF2557
 OF2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7163592462(NAD 83)
 OF2557_MARKER: DD = SURVEY DISK
 OF2557_SETTING: 0 = UNSPECIFIED SETTING
 OF2557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2557
 OF2557  HISTORY     - Date     Condition        Report By
 OF2557  HISTORY     - 1939     MONUMENTED       NYGS
 OF2557  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OF2557  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2557
 OF2557                          STATION DESCRIPTION
 OF2557
 OF2557'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2557'IN PARMA, 0.6 MILE SOUTH OF PARMA CENTER ROAD, 22.5 FEET WEST OF
 OF2557'CENTER LINE OF SPENCER ROAD, 333 FEET NORTH OF RANGE LINE OF
 OF2557'HOUSE 140, 330 FEET NORTH OF POLE 8, 3.2 FEET NORTH OF
 OF2557'U.S. REFERENCE MARK, AND 2.3 FEET EAST OF WEST RIGHT-OF-WAY
 OF2557'FENCE.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2557'DISK IN CONCRETE AND 0.2 FOOT ABOVE GROUND.
 OF2557
 OF2557                          STATION RECOVERY (1969)
 OF2557
 OF2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF2557'MONUMENT DESTROYED
 OF2557
 OF2557                          STATION RECOVERY (1994)
 OF2557
 OF2557'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2571 ***********************************************************************
 OF2571  DESIGNATION -  481 7 NYGS 1969
 OF2571  PID         -  OF2571
 OF2571  STATE/COUNTY-  NY/MONROE
 OF2571  USGS QUAD   -  HILTON (1976)
 OF2571
 OF2571                         *CURRENT SURVEY CONTROL
 OF2571  ___________________________________________________________________
 OF2571* NAD 83(1996)-  43 15 17.91929(N)    077 48 46.91054(W)     ADJUSTED  
 OF2571* NAVD 88     -       102.45   (+/-2cm)     336.1    (feet)  VERTCON   
 OF2571  ___________________________________________________________________
 OF2571  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OF2571  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF2571
 OF2571  HORZ ORDER  -  SECOND
 OF2571  VERT ORDER  -  THIRD ? (See Below)
 OF2571
 OF2571.The horizontal coordinates were established by classical geodetic methods
 OF2571.and adjusted by the National Geodetic Survey in January 1999..
 OF2571
 OF2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2571.The vertical order pertains to the NGVD 29 superseded value.
 OF2571
 OF2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2571
 OF2571.The geoid height was determined by GEOID03.
 OF2571
 OF2571;                    North         East     Units Scale Factor Converg.
 OF2571;SPC NY W     -   361,783.171   412,547.083   MT  0.99998561   +0 31 40.3
 OF2571;SPC NY W     - 1,186,950.29  1,353,498.22   sFT  0.99998561   +0 31 40.3
 OF2571;UTM  18      - 4,792,972.926   271,659.148   MT  1.00024143   -1 55 42.4
 OF2571
 OF2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2571!SPC NY W     -   0.99998953  x   0.99998561  =   0.99997514
 OF2571!UTM  18      -   0.99998953  x   1.00024143  =   1.00023095
 OF2571
 OF2571                          SUPERSEDED SURVEY CONTROL
 OF2571
 OF2571  NAD 83(1986)-  43 15 17.92621(N)    077 48 46.90944(W) AD(       ) 2
 OF2571  NAD 27      -  43 15 17.70748(N)    077 48 47.87568(W) AD(       ) 2
 OF2571  NGVD 29 (07/19/86)  102.63   (m)          336.7    (f) LEVELING    3  
 OF2571
 OF2571.Superseded values are not recommended for survey control.
 OF2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2571.See file dsdata.txt to determine how the superseded data were derived.
 OF2571
 OF2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7165992973(NAD 83)
 OF2571_MARKER: DD = SURVEY DISK
 OF2571_SETTING: 0 = UNSPECIFIED SETTING
 OF2571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2571
 OF2571  HISTORY     - Date     Condition        Report By
 OF2571  HISTORY     - 1939     MONUMENTED       NYGS
 OF2571  HISTORY     - 1969     GOOD             CGS
 OF2571  HISTORY     - 1970     SEE DESCRIPTION  NY-055
 OF2571  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2571
 OF2571                          STATION DESCRIPTION
 OF2571
 OF2571'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2571'IN PARMA, 0.3 MILE SOUTH OF PARMA CENTER ROAD, 22.8 FEET EAST
 OF2571'OF CENTER LINE OF SPENCER ROAD, 265.2 FEET NORTH OF NORTHEAST
 OF2571'CORNER OF EAST HEAD WALL OF CONCRETE CULVERT, 2.2 FEET WEST OF
 OF2571'WEST END OF FARM FENCE, AND 2.2 FEET SOUTH OF U.S. REFERENCE
 OF2571'MARK.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2571'DISK IN CONCRETE AND 0.1 FOOT ABOVE GROUND.
 OF2571
 OF2571                          STATION RECOVERY (1969)
 OF2571
 OF2571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2571'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2571'
 OF2571'IN PARMA ALONG SPENCER ROAD.
 OF2571'
 OF2571'0.3 MILE SOUTH OF PARMA CENTER ROAD.
 OF2571'
 OF2571'0.65 MILE NORTH OF STATION SPENCER 1969.
 OF2571'
 OF2571'22.5 FEET EAST OF CENTER LINE OF SPENCER ROAD.
 OF2571'
 OF2571'265.2 FEET ALONG CENTER OF ROAD NORTH OF NORTHEAST CORNER OF
 OF2571'EAST HEADWALL.
 OF2571'
 OF2571'92.2 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE 64.
 OF2571'
 OF2571'255 FEET NORTH OF RG AND E POLE 20, RTC 9.
 OF2571'
 OF2571'A. U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF2571'DISK IN CONCRETE 3 INCHES ABOVE GROUND.
 OF2571
 OF2571                          STATION RECOVERY (1970)
 OF2571
 OF2571'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (SJC)
 OF2571'STATION DESTROYED.
 OF2571
 OF2571                          STATION RECOVERY (1994)
 OF2571
 OF2571'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0572 ***********************************************************************
 NB0572  DESIGNATION -  481 OSWEGO
 NB0572  PID         -  NB0572
 NB0572  STATE/COUNTY-  NY/ONTARIO
 NB0572  USGS QUAD   -  GENEVA SOUTH (1978)
 NB0572
 NB0572                         *CURRENT SURVEY CONTROL
 NB0572  ___________________________________________________________________
 NB0572* NAD 83(1986)-  42 52 14.     (N)    076 59 02.     (W)     SCALED    
 NB0572* NAVD 88     -       146.488  (meters)     480.60   (feet)  ADJUSTED  
 NB0572  ___________________________________________________________________
 NB0572  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NB0572  DYNAMIC HT  -         146.448 (meters)     480.47  (feet)  COMP
 NB0572  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 NB0572
 NB0572  VERT ORDER  -  SECOND    CLASS 0
 NB0572
 NB0572.The horizontal coordinates were scaled from a topographic map and have
 NB0572.an estimated accuracy of +/- 6 seconds.
 NB0572
 NB0572.The orthometric height was determined by differential leveling
 NB0572.and adjusted by the National Geodetic Survey in June 1991..
 NB0572
 NB0572.The geoid height was determined by GEOID03.
 NB0572
 NB0572.The dynamic height is computed by dividing the NAVD 88
 NB0572.geopotential number by the normal gravity value computed on the
 NB0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0572.degrees latitude (g = 980.6199 gals.).
 NB0572
 NB0572.The modeled gravity was interpolated from observed gravity values.
 NB0572
 NB0572;                    North         East    Units  Estimated Accuracy
 NB0572;SPC NY C     -   318,870.      217,270.      MT  (+/- 180 meters Scaled)
 NB0572
 NB0572                          SUPERSEDED SURVEY CONTROL
 NB0572
 NB0572  NGVD 29 (??/??/92)  146.647  (m)          481.12   (f) ADJ UNCH    2 0
 NB0572
 NB0572.Superseded values are not recommended for survey control.
 NB0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0572.See file dsdata.txt to determine how the superseded data were derived.
 NB0572
 NB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN379483(NAD 83)
 NB0572_MARKER: DD = SURVEY DISK
 NB0572_SETTING: 0 = UNSPECIFIED SETTING
 NB0572_STAMPING: 481 OSWEGO 1899
 NB0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0572
 NB0572  HISTORY     - Date     Condition        Report By
 NB0572  HISTORY     - 1899     MONUMENTED       USGS
 NB0572  HISTORY     - 1934     GOOD             NGS
 NB0572  HISTORY     - 1957     GOOD             LOCSUR
 NB0572  HISTORY     - 1990     POOR             USPSQD
 NB0572
 NB0572                          STATION DESCRIPTION
 NB0572
 NB0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0572'AT GENEVA.
 NB0572'IN THE TOWN OF GENEVA, ON THE NORTH FACE OF THE ST. PETERS CHURCH, AT
 NB0572'THE INTERSECTION OF LEWIS AND TENNESSEE STREETS, 40 FEET SOUTH OF
 NB0572'THE CENTER LINE OF LEWIS STREET, 44.6 FEET EAST OF THE CENTER LINE OF
 NB0572'TENNESSEE STREET, SET VERTICALLY 8 FEET EAST OF THE WEST SIDE, 4
 NB0572'INCHES ABOVE THE GROUND.
 NB0572
 NB0572                          STATION RECOVERY (1957)
 NB0572
 NB0572'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 NB0572'RECOVERED IN GOOD CONDITION.
 NB0572
 NB0572                          STATION RECOVERY (1990)
 NB0572
 NB0572'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0572'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2390 ***********************************************************************
 OF2390  DESIGNATION -  482 MCGS 1969
 OF2390  PID         -  OF2390
 OF2390  STATE/COUNTY-  NY/MONROE
 OF2390  USGS QUAD   -  SPENCERPORT (1978)
 OF2390
 OF2390                         *CURRENT SURVEY CONTROL
 OF2390  ___________________________________________________________________
 OF2390* NAD 83(1996)-  43 13 15.85078(N)    077 49 31.57290(W)     ADJUSTED  
 OF2390* NAVD 88     -       131.     (meters)     430.     (feet)  VERTCON   
 OF2390  ___________________________________________________________________
 OF2390  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 OF2390  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF2390
 OF2390  HORZ ORDER  -  SECOND
 OF2390
 OF2390.The horizontal coordinates were established by classical geodetic methods
 OF2390.and adjusted by the National Geodetic Survey in January 1999..
 OF2390
 OF2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2390
 OF2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2390
 OF2390.The geoid height was determined by GEOID03.
 OF2390
 OF2390;                    North         East     Units Scale Factor Converg.
 OF2390;SPC NY W     -   358,007.099   411,573.854   MT  0.99998412   +0 31 08.5
 OF2390;SPC NY W     - 1,174,561.62  1,350,305.22   sFT  0.99998412   +0 31 08.5
 OF2390;UTM  18      - 4,789,241.049   270,524.735   MT  1.00024783   -1 56 08.7
 OF2390
 OF2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2390!SPC NY W     -   0.99998506  x   0.99998412  =   0.99996918
 OF2390!UTM  18      -   0.99998506  x   1.00024783  =   1.00023289
 OF2390
 OF2390                          SUPERSEDED SURVEY CONTROL
 OF2390
 OF2390  NAD 83(1986)-  43 13 15.85766(N)    077 49 31.57170(W) AD(       ) 2
 OF2390  NAD 27      -  43 13 15.63888(N)    077 49 32.53782(W) AD(       ) 2
 OF2390  NGVD 29 (07/19/86)  131.     (m)          430.     (f) VERT ANG       
 OF2390
 OF2390.Superseded values are not recommended for survey control.
 OF2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2390.See file dsdata.txt to determine how the superseded data were derived.
 OF2390
 OF2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7052589241(NAD 83)
 OF2390_MARKER: DD = SURVEY DISK
 OF2390_SETTING: 0 = UNSPECIFIED SETTING
 OF2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2390
 OF2390  HISTORY     - Date     Condition        Report By
 OF2390  HISTORY     - 1969     MONUMENTED       NY-055
 OF2390  HISTORY     - 19940930 GOOD             USPSQD
 OF2390
 OF2390                          STATION DESCRIPTION
 OF2390
 OF2390'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2390'IN PARMA, ALONG RIDGE ROAD.
 OF2390'
 OF2390'0.2 MILES WEST OF TRIMMER ROAD.
 OF2390'
 OF2390'0.87 MILE NORTH, NORTHEAST OF STATION PERZIK, 1969.
 OF2390'
 OF2390'24.0 FEET NORTH OF CENTER LINE OF PAVEMENT OF RIDGE ROAD.
 OF2390'
 OF2390'12.0 FEET NORTH OF NORTH EDGE OF PAVEMENT.
 OF2390'
 OF2390'75.7 FEET SOUTHWEST OF SOUTHWEST CORNER OF GARAGE AND HOUSE 5380.
 OF2390'
 OF2390'27.2 FEET WEST OF WEST RANGE LINE OF HOUSE.
 OF2390'
 OF2390'55.0 FEET WEST OF RG AND E POLE 349, 0T69.
 OF2390'
 OF2390'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2390'STAMPED 482 IN THE TOP OF A CONCRETE POST COVERED 0.8 FOOT.
 OF2390
 OF2390                          STATION RECOVERY (1994)
 OF2390
 OF2390'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1412 ***********************************************************************
 KU1412  DESIGNATION -  4826 BOQ
 KU1412  PID         -  KU1412
 KU1412  STATE/COUNTY-  NY/QUEENS
 KU1412  USGS QUAD   -  CENTRAL PARK (1979)
 KU1412
 KU1412                         *CURRENT SURVEY CONTROL
 KU1412  ___________________________________________________________________
 KU1412* NAD 83(1986)-  40 46 53.     (N)    073 55 15.     (W)     SCALED    
 KU1412* NAVD 88     -        13.594  (meters)      44.60   (feet)  ADJUSTED  
 KU1412  ___________________________________________________________________
 KU1412  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KU1412  DYNAMIC HT  -          13.589 (meters)      44.58  (feet)  COMP
 KU1412  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 KU1412
 KU1412  VERT ORDER  -  FIRST     CLASS II
 KU1412
 KU1412.The horizontal coordinates were scaled from a topographic map and have
 KU1412.an estimated accuracy of +/- 6 seconds.
 KU1412
 KU1412.The orthometric height was determined by differential leveling
 KU1412.and adjusted by the National Geodetic Survey in June 1991..
 KU1412
 KU1412.The geoid height was determined by GEOID03.
 KU1412
 KU1412.The dynamic height is computed by dividing the NAVD 88
 KU1412.geopotential number by the normal gravity value computed on the
 KU1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1412.degrees latitude (g = 980.6199 gals.).
 KU1412
 KU1412.The modeled gravity was interpolated from observed gravity values.
 KU1412
 KU1412;                    North         East    Units  Estimated Accuracy
 KU1412;SPC NY L     -    68,270.      306,680.      MT  (+/- 180 meters Scaled)
 KU1412
 KU1412                          SUPERSEDED SURVEY CONTROL
 KU1412
 KU1412  NGVD 29 (??/??/92)   13.923  (m)           45.68   (f) ADJ UNCH    1 2
 KU1412
 KU1412.Superseded values are not recommended for survey control.
 KU1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1412.See file dsdata.txt to determine how the superseded data were derived.
 KU1412
 KU1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL910150(NAD 83)
 KU1412_MARKER: Q = CHISELED SQUARE
 KU1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1412_SP_SET: CONC WALL
 KU1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1412
 KU1412  HISTORY     - Date     Condition        Report By
 KU1412  HISTORY     - UNK      MONUMENTED       NY4170
 KU1412  HISTORY     - 1952     GOOD             NGS
 KU1412  HISTORY     - 20060405 MARK NOT FOUND   GEOCAC
 KU1412
 KU1412                          STATION DESCRIPTION
 KU1412
 KU1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1412'AT NEW YORK.
 KU1412'AT NEW YORK, IN BOROUGH OF QUEENS, AT ASTORIA, AT INTERSECTION OF
 KU1412'19TH STREET AND 22ND DRIVE, 26 1/2 FEET NORTHWEST OF NORTHWEST
 KU1412'CURB OF 19TH STREET, 56 1/2 FEET NORTHEAST OF EXTENDED CURB
 KU1412'LINE OF 22ND DRIVE, 30 FEET SOUTHWEST OF SOUTHWEST END OF THE
 KU1412'SIXTH PIER SOUTHEAST OF SOUTHEAST ABUTMENT OF NEW YORK, NEW
 KU1412'HAVEN AND HARTFORD HELL GATE BRIDGE, A 1 1/2-INCH OUTLINED SQUARE
 KU1412'ON TOP NORTHWEST END OF NORTHEAST CONCRETE WALL OF A FLIGHT
 KU1412'OF STEPS LEADING TO ASTORIA PARK.
 KU1412
 KU1412                          STATION RECOVERY (2006)
 KU1412
 KU1412'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1412'NOT RECOVERED, NOT FOUND.
 KU1412' 
 KU1412'THE AREA ON THE RETAINING WALL ADJACENT TO THE STAIRS WAS LOCATED AND
 KU1412'THE REFERENCE MEASUREMENTS FROM THE RAILROAD BRIDGE PIER AND FROM THE
 KU1412'CURB WERE CAREFULLY VERIFIED.  NO MARK WAS FOUND. THE SEARCH WAS DONE
 KU1412'BY ONE MAN FOR ABOUT 15 MINUTES
 KU1412' 
 KU1412'THE RETAINING WALL FOR THE STAIRWAY WAS OF STONE CONSTRUCTION WITH
 KU1412'BLUESTONE COPING RATHER THAN CONCRETE AS DESCRIBED.  THE WALL WAS
 KU1412'PRESUMABLY REBUILT AND THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0428 ***********************************************************************
 KV0428  DESIGNATION -  483 BOR
 KV0428  PID         -  KV0428
 KV0428  STATE/COUNTY-  NY/RICHMOND
 KV0428  USGS QUAD   -  JERSEY CITY (1981)
 KV0428
 KV0428                         *CURRENT SURVEY CONTROL
 KV0428  ___________________________________________________________________
 KV0428* NAD 83(1986)-  40 38 40.     (N)    074 06 08.     (W)     SCALED    
 KV0428* NAVD 88     -         7.124  (meters)      23.37   (feet)  ADJUSTED  
 KV0428  ___________________________________________________________________
 KV0428  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0428  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 KV0428  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KV0428
 KV0428  VERT ORDER  -  FIRST     CLASS II
 KV0428
 KV0428.The horizontal coordinates were scaled from a topographic map and have
 KV0428.an estimated accuracy of +/- 6 seconds.
 KV0428
 KV0428.The orthometric height was determined by differential leveling
 KV0428.and adjusted by the National Geodetic Survey in June 1991..
 KV0428
 KV0428.The geoid height was determined by GEOID03.
 KV0428
 KV0428.The dynamic height is computed by dividing the NAVD 88
 KV0428.geopotential number by the normal gravity value computed on the
 KV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0428.degrees latitude (g = 980.6199 gals.).
 KV0428
 KV0428.The modeled gravity was interpolated from observed gravity values.
 KV0428
 KV0428;                    North         East    Units  Estimated Accuracy
 KV0428;SPC NY L     -    53,060.      291,350.      MT  (+/- 180 meters Scaled)
 KV0428
 KV0428                          SUPERSEDED SURVEY CONTROL
 KV0428
 KV0428  NGVD 29 (04/16/92)    7.460  (m)           24.48   (f) ADJUSTED    1 2
 KV0428
 KV0428.Superseded values are not recommended for survey control.
 KV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0428.See file dsdata.txt to determine how the superseded data were derived.
 KV0428
 KV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK759996(NAD 83)
 KV0428_MARKER: O = CHISELED CIRCLE
 KV0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0428_SP_SET: GRANITE PLATFORM
 KV0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0428
 KV0428  HISTORY     - Date     Condition        Report By
 KV0428  HISTORY     - 1952     MONUMENTED       NY-085
 KV0428  HISTORY     - 1952     GOOD             CGS
 KV0428  HISTORY     - 20060529 GOOD             GEOCAC
 KV0428
 KV0428                          STATION DESCRIPTION
 KV0428
 KV0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0428'AT STATEN ISLAND.
 KV0428'ON STATEN ISLAND, AT SAILORS SNUG HARBOR, ALONG RICHMOND TERRACE,
 KV0428'ABOUT 0.1 MILE WEST OF JUNCTION OF TYSEN STREET, NEAR MAIN
 KV0428'ENTRANCE TO SAILORS SNUG HARBOR, IN THE TOP OF THE NORTHEAST
 KV0428'CORNER OF GRANITE COPING OF PLATFORM OF SAILORS SNUG HARBOR
 KV0428'MONUMENT, AT LEVEL OF RICHMOND TERRACE, JUST WEST OF STAIRWAY
 KV0428'LEADING DOWN FROM RICHMOND TERRACE LEVEL TO STATEN ISLAND RAPID
 KV0428'TRANSIT RAILROAD.
 KV0428
 KV0428                          STATION RECOVERY (2006)
 KV0428
 KV0428'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2387 ***********************************************************************
 OF2387  DESIGNATION -  483 MCGS 1969
 OF2387  PID         -  OF2387
 OF2387  STATE/COUNTY-  NY/MONROE
 OF2387  USGS QUAD   -  SPENCERPORT (1978)
 OF2387
 OF2387                         *CURRENT SURVEY CONTROL
 OF2387  ___________________________________________________________________
 OF2387* NAD 83(1996)-  43 13 16.41428(N)    077 50 02.02651(W)     ADJUSTED  
 OF2387* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 OF2387  ___________________________________________________________________
 OF2387  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 OF2387  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF2387
 OF2387  HORZ ORDER  -  SECOND
 OF2387
 OF2387.The horizontal coordinates were established by classical geodetic methods
 OF2387.and adjusted by the National Geodetic Survey in January 1999..
 OF2387
 OF2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2387
 OF2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2387
 OF2387.The geoid height was determined by GEOID03.
 OF2387
 OF2387;                    North         East     Units Scale Factor Converg.
 OF2387;SPC NY W     -   358,018.296   410,886.433   MT  0.99998309   +0 30 47.7
 OF2387;SPC NY W     - 1,174,598.36  1,348,049.91   sFT  0.99998309   +0 30 47.7
 OF2387;UTM  18      - 4,789,281.690   269,838.242   MT  1.00025171   -1 56 29.6
 OF2387
 OF2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2387!SPC NY W     -   0.99998503  x   0.99998309  =   0.99996812
 OF2387!UTM  18      -   0.99998503  x   1.00025171  =   1.00023673
 OF2387
 OF2387:                Primary Azimuth Mark                     Grid Az
 OF2387:SPC NY W     -  482 MCGS 1969                            090 55 59.6
 OF2387:UTM  18      -  482 MCGS 1969                            093 23 16.9
 OF2387
 OF2387|---------------------------------------------------------------------|
 OF2387| PID    Reference Object                     Distance      Geod. Az  |
 OF2387|                                                           dddmmss.s |
 OF2387| OF2390 482 MCGS 1969                       APPROX. 0.7 KM 0912647.3 |
 OF2387|---------------------------------------------------------------------|
 OF2387
 OF2387                          SUPERSEDED SURVEY CONTROL
 OF2387
 OF2387  NAD 83(1986)-  43 13 16.42115(N)    077 50 02.02531(W) AD(       ) 2
 OF2387  NAD 27      -  43 13 16.20258(N)    077 50 02.99036(W) AD(       ) 2
 OF2387  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 OF2387
 OF2387.Superseded values are not recommended for survey control.
 OF2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2387.See file dsdata.txt to determine how the superseded data were derived.
 OF2387
 OF2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6983889282(NAD 83)
 OF2387_MARKER: DD = SURVEY DISK
 OF2387_SETTING: 0 = UNSPECIFIED SETTING
 OF2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2387
 OF2387  HISTORY     - Date     Condition        Report By
 OF2387  HISTORY     - 1969     MONUMENTED       NY-055
 OF2387  HISTORY     - 19940930 GOOD             USPSQD
 OF2387
 OF2387                          STATION DESCRIPTION
 OF2387
 OF2387'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2387'IN PARMA, ALONG RIDGE ROAD.
 OF2387'
 OF2387'0.60 MILES WEST OF TRIMMER ROAD.
 OF2387'
 OF2387'0.77 MILE NORTH, NORTHWEST OF STATION PERZIK, 1969.
 OF2387'
 OF2387'75.3 FEET SOUTH OF RG AND E POLE 365.
 OF2387'
 OF2387'46.3 FEET SOUTH OF CENTER LINE OF RIDGE ROAD.
 OF2387'
 OF2387'79.4 FEET SOUTHWEST OF HYDRANT.
 OF2387'
 OF2387'3.0 FEET NORTH OF NEAREST FENCE POST IN A FENCE LINE.
 OF2387'
 OF2387'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2387'DISK STAMPED 483 IN THE TOP OF A CONCRETE POST COVERED 1.0 FOOT.
 OF2387
 OF2387                          STATION RECOVERY (1994)
 OF2387
 OF2387'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0222 ***********************************************************************
 LY0222  DESIGNATION -  485.5
 LY0222  PID         -  LY0222
 LY0222  STATE/COUNTY-  NY/ULSTER
 LY0222  USGS QUAD   -  KINGSTON WEST (1980)
 LY0222
 LY0222                         *CURRENT SURVEY CONTROL
 LY0222  ___________________________________________________________________
 LY0222* NAD 83(1986)-  41 58 45.     (N)    074 05 22.     (W)     SCALED    
 LY0222* NAVD 88     -       147.774  (meters)     484.82   (feet)  ADJUSTED  
 LY0222  ___________________________________________________________________
 LY0222  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LY0222  DYNAMIC HT  -         147.721 (meters)     484.65  (feet)  COMP
 LY0222  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 LY0222
 LY0222  VERT ORDER  -  SECOND    CLASS 0
 LY0222
 LY0222.The horizontal coordinates were scaled from a topographic map and have
 LY0222.an estimated accuracy of +/- 6 seconds.
 LY0222
 LY0222.The orthometric height was determined by differential leveling
 LY0222.and adjusted by the National Geodetic Survey in June 1991..
 LY0222
 LY0222.The geoid height was determined by GEOID03.
 LY0222
 LY0222.The dynamic height is computed by dividing the NAVD 88
 LY0222.geopotential number by the normal gravity value computed on the
 LY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0222.degrees latitude (g = 980.6199 gals.).
 LY0222
 LY0222.The modeled gravity was interpolated from observed gravity values.
 LY0222
 LY0222;                    North         East    Units  Estimated Accuracy
 LY0222;SPC NY E     -   349,370.      184,020.      MT  (+/- 180 meters Scaled)
 LY0222
 LY0222                          SUPERSEDED SURVEY CONTROL
 LY0222
 LY0222  NGVD 29 (??/??/92)  148.015  (m)          485.61   (f) ADJ UNCH    2 0
 LY0222
 LY0222.Superseded values are not recommended for survey control.
 LY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0222.See file dsdata.txt to determine how the superseded data were derived.
 LY0222
 LY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM754478(NAD 83)
 LY0222_MARKER: Q = CHISELED SQUARE
 LY0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0222_SP_SET: BRIDGE
 LY0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0222
 LY0222  HISTORY     - Date     Condition        Report By
 LY0222  HISTORY     - UNK      MONUMENTED       USGS
 LY0222  HISTORY     - 1934     GOOD             NGS
 LY0222  HISTORY     - 20050916 MARK NOT FOUND   NYDT
 LY0222
 LY0222                          STATION DESCRIPTION
 LY0222
 LY0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0222'6.1 MI W FROM KINGSTON.
 LY0222'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0222'RAILWAY, 0.6 MILE WEST OF STONY HOLLOW, 2 1/2 RAILS EAST OF MP
 LY0222'NO. K 9.  3 YARDS NORTH OF NORTH RAIL, ON NORTH END OF WEST
 LY0222'HEADWALL OF RAILWAY BRIDGE OVER DIRT ROAD.
 LY0222
 LY0222                          STATION RECOVERY (2005)
 LY0222
 LY0222'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LY0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1098 ***********************************************************************
 PH1098  DESIGNATION -  487
 PH1098  PID         -  PH1098
 PH1098  STATE/COUNTY-  NY/ST LAWRENCE
 PH1098  USGS QUAD   -  GOUVERNEUR (1982)
 PH1098
 PH1098                         *CURRENT SURVEY CONTROL
 PH1098  ___________________________________________________________________
 PH1098* NAD 83(1986)-  44 18 27.     (N)    075 26 48.     (W)     SCALED    
 PH1098* NAVD 88     -       148.353  (meters)     486.72   (feet)  ADJUSTED  
 PH1098  ___________________________________________________________________
 PH1098  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 PH1098  DYNAMIC HT  -         148.336 (meters)     486.67  (feet)  COMP
 PH1098  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 PH1098
 PH1098  VERT ORDER  -  SECOND    CLASS 0
 PH1098
 PH1098.The horizontal coordinates were scaled from a topographic map and have
 PH1098.an estimated accuracy of +/- 6 seconds.
 PH1098
 PH1098.The orthometric height was determined by differential leveling
 PH1098.and adjusted by the National Geodetic Survey in June 1991..
 PH1098
 PH1098.The geoid height was determined by GEOID03.
 PH1098
 PH1098.The dynamic height is computed by dividing the NAVD 88
 PH1098.geopotential number by the normal gravity value computed on the
 PH1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1098.degrees latitude (g = 980.6199 gals.).
 PH1098
 PH1098.The modeled gravity was interpolated from observed gravity values.
 PH1098
 PH1098;                    North         East    Units  Estimated Accuracy
 PH1098;SPC NY E     -   608,360.       74,470.      MT  (+/- 180 meters Scaled)
 PH1098
 PH1098                          SUPERSEDED SURVEY CONTROL
 PH1098
 PH1098  NGVD 29 (??/??/92)  148.500  (m)          487.20   (f) ADJ UNCH    2 0
 PH1098
 PH1098.Superseded values are not recommended for survey control.
 PH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1098.See file dsdata.txt to determine how the superseded data were derived.
 PH1098
 PH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ643061(NAD 83)
 PH1098_MARKER: DD = SURVEY DISK
 PH1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1098_SP_SET: OVER PASS
 PH1098_STAMPING: 487
 PH1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1098
 PH1098  HISTORY     - Date     Condition        Report By
 PH1098  HISTORY     - UNK      MONUMENTED       USGS
 PH1098  HISTORY     - 1942     GOOD             NGS
 PH1098
 PH1098                          STATION DESCRIPTION
 PH1098
 PH1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1098'2.5 MI SE FROM GOUVERNEUR.
 PH1098'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 58 FROM THE INTERSECTION OF
 PH1098'MAIN AND CLINTON STREETS AT GOUVERNEUR, ST. LAWRENCE COUNTY, TO THE
 PH1098'ROAD INTERSECTION AT HAILESBORO, THENCE 0.1 MILE SOUTHWEST.  AT AN
 PH1098'OVERPASS OF THE NEW YORK CENTRAL RAILROAD, IN THE TOP OF THE EAST END
 PH1098'OF THE SOUTH ABUTMENT, 8 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 PH1098'ABOUT 2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 PH1098'STANDARD DISK, STAMPED 487.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0995 ***********************************************************************
 NC0995  DESIGNATION -  487 NY USGS 1964
 NC0995  PID         -  NC0995
 NC0995  STATE/COUNTY-  NY/CATTARAUGUS
 NC0995  USGS QUAD   -  HINSDALE (1979)
 NC0995
 NC0995                         *CURRENT SURVEY CONTROL
 NC0995  ___________________________________________________________________
 NC0995* NAD 83(1996)-  42 14 13.40316(N)    078 25 53.16255(W)     ADJUSTED  
 NC0995* NAVD 88     -       695.     (meters)    2280.     (feet)  SCALED    
 NC0995  ___________________________________________________________________
 NC0995  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 NC0995  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NC0995
 NC0995  HORZ ORDER  -  SECOND
 NC0995
 NC0995.The horizontal coordinates were established by classical geodetic methods
 NC0995.and adjusted by the National Geodetic Survey in January 1999..
 NC0995
 NC0995.The orthometric height was scaled from a topographic map.
 NC0995
 NC0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0995
 NC0995.The geoid height was determined by GEOID03.
 NC0995
 NC0995;                    North         East     Units Scale Factor Converg.
 NC0995;SPC NY W     -   248,434.675   362,537.372   MT  0.99993943   +0 06 07.6
 NC0995;SPC NY W     -   815,072.76  1,189,424.69   sFT  0.99993943   +0 06 07.6
 NC0995;UTM  17      - 4,679,291.345   711,938.128   MT  1.00015271   +1 43 38.0
 NC0995
 NC0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0995!SPC NY W     -   0.99989612  x   0.99993943  =   0.99983556
 NC0995!UTM  17      -   0.99989612  x   1.00015271  =   1.00004881
 NC0995
 NC0995:                Primary Azimuth Mark                     Grid Az
 NC0995:SPC NY W     -  BELFAST                                  084 14 27.7
 NC0995:UTM  17      -  BELFAST                                  082 36 57.3
 NC0995
 NC0995|---------------------------------------------------------------------|
 NC0995| PID    Reference Object                     Distance      Geod. Az  |
 NC0995|                                                           dddmmss.s |
 NC0995| NC0967 BELFAST                             APPROX.20.7 KM 0842035.3 |
 NC0995|---------------------------------------------------------------------|
 NC0995
 NC0995                          SUPERSEDED SURVEY CONTROL
 NC0995
 NC0995  NAD 83(1986)-  42 14 13.40704(N)    078 25 53.15918(W) AD(       ) 2
 NC0995  NAD 27      -  42 14 13.16909(N)    078 25 54.08483(W) AD(       ) 2
 NC0995
 NC0995.Superseded values are not recommended for survey control.
 NC0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0995.See file dsdata.txt to determine how the superseded data were derived.
 NC0995
 NC0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG1193879291(NAD 83)
 NC0995_MARKER: Z = SEE DESCRIPTION
 NC0995_SETTING: 0 = UNSPECIFIED SETTING
 NC0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0995
 NC0995  HISTORY     - Date     Condition        Report By
 NC0995  HISTORY     - 1964     MONUMENTED       CGS
 NC0995  HISTORY     - 20020724 GOOD             USPSQD
 NC0995
 NC0995                          STATION DESCRIPTION
 NC0995
 NC0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC0995'ABOUT 7 MILES SOUTH OF FRANKLINVILLE, 2 MILES SOUTHWEST OF ISCHUA,
 NC0995'ON THE HIGHEST POINT OF A WOODED RIDGE LOCALLY KNOWN AS DUTCH
 NC0995'HILL, AND ON THE PROPERTY OF MRS. JOHN DONER.  IT IS 84 FEET
 NC0995'WEST OF A WITNESS POST AND 24 FEET NORTHWEST OF A 30 INCH MAPLE
 NC0995'TREE.  IT IS A 1 INCH COPPER PIN SET IN THE TOP OF A 6 X 6 INCH
 NC0995'GRANITE ROCK WHICH PROJECTS ABOUT 18 INCHES.
 NC0995'
 NC0995'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 16 AND DUTCH
 NC0995'HILL ROAD AT THE SOUTH EDGE OF ISCHUA, GO SOUTHWESTERLY ON DUTCH
 NC0995'HILL ROAD FOR 1.75 MILES TO THE END OF PAVEMENT AND A SIDE ROAD
 NC0995'RIGHT.  TURN RIGHT ON THE GRAVELED ROAD AND GO WEST FOR 0.75 MILE
 NC0995'TO A 7-ROAD INTERSECTION.  TURN RIGHT ON THE GRAVELED ROAD AND GO
 NC0995'NORTH FOR 0.45 MILE TO A HOUSE ON THE RIGHT AND A TURN IN THE ROAD
 NC0995'TO THE WEST.  CONTINUE NORTH PAST THE HOUSE FOR ABOUT 100 FEET
 NC0995'THEN EAST ABOUT 100 FEET TO A FIELD ROAD TO THE EAST SIDE OF A
 NC0995'BARN.  FOLLOW THE FIELD ROAD NORTH AND WEST FOR ABOUT 0.15 MILE
 NC0995'TO THE HIGHEST POINT AND THE STATION.
 NC0995'
 NC0995'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LEARN
 NC0995'AND THE DISTANCE IS 83.82 FEET, 25.5480 METERS.
 NC0995
 NC0995                          STATION RECOVERY (2002)
 NC0995
 NC0995'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2463 ***********************************************************************
 OF2463  DESIGNATION -  4900
 OF2463  PID         -  OF2463
 OF2463  STATE/COUNTY-  NY/MONROE
 OF2463  USGS QUAD   -  CLIFTON (1971)
 OF2463
 OF2463                         *CURRENT SURVEY CONTROL
 OF2463  ___________________________________________________________________
 OF2463* NAD 83(1996)-  43 00 03.38105(N)    077 52 16.16819(W)     ADJUSTED  
 OF2463* NAVD 88     -       190.5    (meters)     625.     (feet)  VERTCON   
 OF2463  ___________________________________________________________________
 OF2463  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 OF2463  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OF2463
 OF2463  HORZ ORDER  -  SECOND
 OF2463
 OF2463.The horizontal coordinates were established by classical geodetic methods
 OF2463.and adjusted by the National Geodetic Survey in January 1999..
 OF2463
 OF2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2463
 OF2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2463
 OF2463.The geoid height was determined by GEOID03.
 OF2463
 OF2463;                    North         East     Units Scale Factor Converg.
 OF2463;SPC NY W     -   333,520.490   408,067.073   MT  0.99997896   +0 29 08.6
 OF2463;SPC NY W     - 1,094,225.14  1,338,800.06   sFT  0.99997896   +0 29 08.6
 OF2463;UTM  18      - 4,764,919.922   265,973.241   MT  1.00027382   -1 57 32.6
 OF2463
 OF2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2463!SPC NY W     -   0.99997557  x   0.99997896  =   0.99995453
 OF2463!UTM  18      -   0.99997557  x   1.00027382  =   1.00024938
 OF2463
 OF2463|---------------------------------------------------------------------|
 OF2463| PID    Reference Object                     Distance      Geod. Az  |
 OF2463|                                                           dddmmss.s |
 OF2463| OF2462 RIGA AZ MK                          349.206 METERS 00327     |
 OF2463| OF2441 640 NYGS 1969                       327.588 METERS 00416     |
 OF2463|---------------------------------------------------------------------|
 OF2463
 OF2463                          SUPERSEDED SURVEY CONTROL
 OF2463
 OF2463  NAD 83(1986)-  43 00 03.38793(N)    077 52 16.16571(W) AD(       ) 2
 OF2463  NAD 27      -  43 00 03.16519(N)    077 52 17.13416(W) AD(       ) 2
 OF2463  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG       
 OF2463
 OF2463.Superseded values are not recommended for survey control.
 OF2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2463.See file dsdata.txt to determine how the superseded data were derived.
 OF2463
 OF2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6597364920(NAD 83)
 OF2463_MARKER: DE = TRAVERSE STATION DISK
 OF2463_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2463
 OF2463  HISTORY     - Date     Condition        Report By
 OF2463  HISTORY     - 1973     MONUMENTED       NY-055
 OF2463
 OF2463                          STATION DESCRIPTION
 OF2463
 OF2463'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2463'IN WHEATLAND, ON THE W. SIDE OF RIGA MUMFORD RD. (RT. 36) 0.2
 OF2463'MILE N. OF OATKA CREEK RD. (RT. 245)
 OF2463'
 OF2463'14.0 FT W. OF C.L. RT. 36
 OF2463'
 OF2463'164.2 FT N. OF STATION MARKER 2755
 OF2463'
 OF2463'44.7 W. OF UTILITY POLE NM 5, RTC 18
 OF2463'
 OF2463'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2463'4900 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2035 ***********************************************************************
 NB2035  DESIGNATION -  4901
 NB2035  PID         -  NB2035
 NB2035  STATE/COUNTY-  NY/MONROE
 NB2035  USGS QUAD   -  CALEDONIA (1976)
 NB2035
 NB2035                         *CURRENT SURVEY CONTROL
 NB2035  ___________________________________________________________________
 NB2035* NAD 83(1996)-  42 59 51.19386(N)    077 51 58.00926(W)     ADJUSTED  
 NB2035* NAVD 88     -       192.3    (meters)     631.     (feet)  VERTCON   
 NB2035  ___________________________________________________________________
 NB2035  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 NB2035  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NB2035
 NB2035  HORZ ORDER  -  SECOND
 NB2035
 NB2035.The horizontal coordinates were established by classical geodetic methods
 NB2035.and adjusted by the National Geodetic Survey in January 1999..
 NB2035
 NB2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2035
 NB2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2035
 NB2035.The geoid height was determined by GEOID03.
 NB2035
 NB2035;                    North         East     Units Scale Factor Converg.
 NB2035;SPC NY W     -   333,147.925   408,481.559   MT  0.99997956   +0 29 20.9
 NB2035;SPC NY W     - 1,093,002.82  1,340,159.91   sFT  0.99997956   +0 29 20.9
 NB2035;UTM  18      - 4,764,529.902   266,371.574   MT  1.00027152   -1 57 19.7
 NB2035
 NB2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2035!SPC NY W     -   0.99997529  x   0.99997956  =   0.99995485
 NB2035!UTM  18      -   0.99997529  x   1.00027152  =   1.00024680
 NB2035
 NB2035|---------------------------------------------------------------------|
 NB2035| PID    Reference Object                     Distance      Geod. Az  |
 NB2035|                                                           dddmmss.s |
 NB2035| NB2036 TP 9034                              78.520 METERS 10506     |
 NB2035| OF2463 4900                                APPROX. 0.6 KM 3122625.1 |
 NB2035|---------------------------------------------------------------------|
 NB2035
 NB2035                          SUPERSEDED SURVEY CONTROL
 NB2035
 NB2035  NAD 83(1986)-  42 59 51.20075(N)    077 51 58.00678(W) AD(       ) 2
 NB2035  NAD 27      -  42 59 50.97784(N)    077 51 58.97598(W) AD(       ) 2
 NB2035  NGVD 29 (07/19/86)  192.5    (m)          632.     (f) VERT ANG       
 NB2035
 NB2035.Superseded values are not recommended for survey control.
 NB2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2035.See file dsdata.txt to determine how the superseded data were derived.
 NB2035
 NB2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6637264530(NAD 83)
 NB2035_MARKER: DE = TRAVERSE STATION DISK
 NB2035_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2035
 NB2035  HISTORY     - Date     Condition        Report By
 NB2035  HISTORY     - 1973     MONUMENTED       NY-055
 NB2035  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2035
 NB2035                          STATION DESCRIPTION
 NB2035
 NB2035'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2035'IN WHEATLAND, AT THE INTERSECTION OF OATKA CREEK RD. (RT. 245)
 NB2035'AND MUMFORD RD. (RT. 180)
 NB2035'
 NB2035'16.3 FT S. OF C.L. RT. 180
 NB2035'
 NB2035'6 FT W. OF C.L. RD 245 EXTENDED
 NB2035'
 NB2035'54.2 FT W. OF UTILITY POLE RTC 31, 32
 NB2035'
 NB2035'79.6 FT SW OF UTILITY POLE 200 RTC-1
 NB2035'
 NB2035'4.0 FT N. OF MONROE COUNTY WITNESS SIGN
 NB2035'
 NB2035'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2035'---4901--- IN THE TOP OF A CONCRETE POST COVERED 0.2 FT.
 NB2035
 NB2035                          STATION RECOVERY (1996)
 NB2035
 NB2035'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2037 ***********************************************************************
 NB2037  DESIGNATION -  4902
 NB2037  PID         -  NB2037
 NB2037  STATE/COUNTY-  NY/MONROE
 NB2037  USGS QUAD   -  CALEDONIA (1976)
 NB2037
 NB2037                         *CURRENT SURVEY CONTROL
 NB2037  ___________________________________________________________________
 NB2037* NAD 83(1996)-  42 59 42.79167(N)    077 51 43.90150(W)     ADJUSTED  
 NB2037* NAVD 88     -       185.7    (meters)     609.     (feet)  VERTCON   
 NB2037  ___________________________________________________________________
 NB2037  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 NB2037  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NB2037
 NB2037  HORZ ORDER  -  SECOND
 NB2037
 NB2037.The horizontal coordinates were established by classical geodetic methods
 NB2037.and adjusted by the National Geodetic Survey in January 1999..
 NB2037
 NB2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2037
 NB2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2037
 NB2037.The geoid height was determined by GEOID03.
 NB2037
 NB2037;                    North         East     Units Scale Factor Converg.
 NB2037;SPC NY W     -   332,891.391   408,803.323   MT  0.99998002   +0 29 30.4
 NB2037;SPC NY W     - 1,092,161.17  1,341,215.57   sFT  0.99998002   +0 29 30.4
 NB2037;UTM  18      - 4,764,259.799   266,682.194   MT  1.00026974   -1 57 09.8
 NB2037
 NB2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2037!SPC NY W     -   0.99997632  x   0.99998002  =   0.99995634
 NB2037!UTM  18      -   0.99997632  x   1.00026974  =   1.00024605
 NB2037
 NB2037|---------------------------------------------------------------------|
 NB2037| PID    Reference Object                     Distance      Geod. Az  |
 NB2037|                                                           dddmmss.s |
 NB2037| NB2038 4 1 17                              267.159 METERS 00452     |
 NB2037| NB2039 4903                                341.995 METERS 15512     |
 NB2037|---------------------------------------------------------------------|
 NB2037
 NB2037                          SUPERSEDED SURVEY CONTROL
 NB2037
 NB2037  NAD 83(1986)-  42 59 42.79857(N)    077 51 43.89901(W) AD(       ) 2
 NB2037  NAD 27      -  42 59 42.57541(N)    077 51 44.86929(W) AD(       ) 2
 NB2037  NGVD 29 (07/19/86)  185.9    (m)          610.     (f) VERT ANG       
 NB2037
 NB2037.Superseded values are not recommended for survey control.
 NB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2037.See file dsdata.txt to determine how the superseded data were derived.
 NB2037
 NB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6668264260(NAD 83)
 NB2037_MARKER: DE = TRAVERSE STATION DISK
 NB2037_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2037
 NB2037  HISTORY     - Date     Condition        Report By
 NB2037  HISTORY     - 1973     MONUMENTED       NY-055
 NB2037  HISTORY     - 1978     GOOD             NY-055
 NB2037  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2037
 NB2037                          STATION DESCRIPTION
 NB2037
 NB2037'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2037'IN WHEATLAND, ON THE WEST SIDE OF MAIN ST, MUMFORD, 0.2 MILES S.
 NB2037'OF OATKA CREEK RD. 105 FT S. OF DECK OF BRIDGE OVER OATKA CREEK
 NB2037'24.0 FT W OF C.L. MAIN STREET
 NB2037'
 NB2037'94.2 FT NE OF NE CORNER HOUSE NO. 1015
 NB2037'
 NB2037'76.4 FT SE OF UTILITY POLE NM 769-1/2
 NB2037'
 NB2037'7-2/3 FT SE OF UTILITY POLE 770
 NB2037'
 NB2037'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2037'---4902--- IN THE TOP OF A CONCRETE POST COVERED 0.3 FT.
 NB2037
 NB2037                          STATION RECOVERY (1978)
 NB2037
 NB2037'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 NB2037'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2037
 NB2037                          STATION RECOVERY (1996)
 NB2037
 NB2037'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2039 ***********************************************************************
 NB2039  DESIGNATION -  4903
 NB2039  PID         -  NB2039
 NB2039  STATE/COUNTY-  NY/MONROE
 NB2039  USGS QUAD   -  CALEDONIA (1976)
 NB2039
 NB2039                         *CURRENT SURVEY CONTROL
 NB2039  ___________________________________________________________________
 NB2039* NAD 83(1996)-  42 59 32.73180(N)    077 51 37.56717(W)     ADJUSTED  
 NB2039* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 NB2039  ___________________________________________________________________
 NB2039  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 NB2039  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NB2039
 NB2039  HORZ ORDER  -  SECOND
 NB2039
 NB2039.The horizontal coordinates were established by classical geodetic methods
 NB2039.and adjusted by the National Geodetic Survey in January 1999..
 NB2039
 NB2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2039
 NB2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2039
 NB2039.The geoid height was determined by GEOID03.
 NB2039
 NB2039;                    North         East     Units Scale Factor Converg.
 NB2039;SPC NY W     -   332,582.204   408,949.471   MT  0.99998023   +0 29 34.7
 NB2039;SPC NY W     - 1,091,146.78  1,341,695.06   sFT  0.99998023   +0 29 34.7
 NB2039;UTM  18      - 4,763,944.568   266,815.061   MT  1.00026898   -1 57 05.1
 NB2039
 NB2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2039!SPC NY W     -   0.99997585  x   0.99998023  =   0.99995608
 NB2039!UTM  18      -   0.99997585  x   1.00026898  =   1.00024482
 NB2039
 NB2039:                Primary Azimuth Mark                     Grid Az
 NB2039:SPC NY W     -  TACK                                     269 34 48.2
 NB2039:UTM  18      -  TACK                                     272 01 28.0
 NB2039
 NB2039|---------------------------------------------------------------------|
 NB2039| PID    Reference Object                     Distance      Geod. Az  |
 NB2039|                                                           dddmmss.s |
 NB2039| NB2061 TACK                                496.338 METERS 2700422.9 |
 NB2039| NB2037 4902                                341.995 METERS 33512     |
 NB2039|---------------------------------------------------------------------|
 NB2039
 NB2039                          SUPERSEDED SURVEY CONTROL
 NB2039
 NB2039  NAD 83(1986)-  42 59 32.73870(N)    077 51 37.56467(W) AD(       ) 2
 NB2039  NAD 27      -  42 59 32.51547(N)    077 51 38.53527(W) AD(       ) 2
 NB2039  NGVD 29 (07/19/86)  188.9    (m)          620.     (f) VERT ANG       
 NB2039
 NB2039.Superseded values are not recommended for survey control.
 NB2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2039.See file dsdata.txt to determine how the superseded data were derived.
 NB2039
 NB2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6681563945(NAD 83)
 NB2039_MARKER: DE = TRAVERSE STATION DISK
 NB2039_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2039
 NB2039  HISTORY     - Date     Condition        Report By
 NB2039  HISTORY     - 1973     MONUMENTED       NY-055
 NB2039  HISTORY     - 1978     GOOD             NY-055
 NB2039  HISTORY     - 19910526 GOOD             USPSQD
 NB2039  HISTORY     - 19960413 GOOD             USPSQD
 NB2039
 NB2039                          STATION DESCRIPTION
 NB2039
 NB2039'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2039'IN WHEATLAND IN THE VILLAGE OF MUMFORD, AT THE SE CORNER OF
 NB2039'THE INTERSECTION OF MAIN AND STATE STREETS.
 NB2039'
 NB2039'17.0 FT S. OF C.L. STATE STREET
 NB2039'
 NB2039'16.6 FT E. OF C.L. MAIN STREET
 NB2039'
 NB2039'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2039'4903 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT. AND IN A
 NB2039'CAST IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
 NB2039
 NB2039                          STATION RECOVERY (1978)
 NB2039
 NB2039'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 NB2039'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2039
 NB2039                          STATION RECOVERY (1991)
 NB2039
 NB2039'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 NB2039'RECOVERED IN GOOD CONDITION.
 NB2039
 NB2039                          STATION RECOVERY (1996)
 NB2039
 NB2039'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2040 ***********************************************************************
 NB2040  DESIGNATION -  4904
 NB2040  PID         -  NB2040
 NB2040  STATE/COUNTY-  NY/MONROE
 NB2040  USGS QUAD   -  CALEDONIA (1976)
 NB2040
 NB2040                         *CURRENT SURVEY CONTROL
 NB2040  ___________________________________________________________________
 NB2040* NAD 83(1996)-  42 59 50.29524(N)    077 51 09.14416(W)     ADJUSTED  
 NB2040* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 NB2040  ___________________________________________________________________
 NB2040  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NB2040  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NB2040
 NB2040  HORZ ORDER  -  SECOND
 NB2040
 NB2040.The horizontal coordinates were established by classical geodetic methods
 NB2040.and adjusted by the National Geodetic Survey in January 1999..
 NB2040
 NB2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2040
 NB2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2040
 NB2040.The geoid height was determined by GEOID03.
 NB2040
 NB2040;                    North         East     Units Scale Factor Converg.
 NB2040;SPC NY W     -   333,129.734   409,588.588   MT  0.99998117   +0 29 54.2
 NB2040;SPC NY W     - 1,092,943.14  1,343,791.89   sFT  0.99998117   +0 29 54.2
 NB2040;UTM  18      - 4,764,464.490   267,477.139   MT  1.00026518   -1 56 46.3
 NB2040
 NB2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2040!SPC NY W     -   0.99997640  x   0.99998117  =   0.99995757
 NB2040!UTM  18      -   0.99997640  x   1.00026518  =   1.00024158
 NB2040
 NB2040|---------------------------------------------------------------------|
 NB2040| PID    Reference Object                     Distance      Geod. Az  |
 NB2040|                                                           dddmmss.s |
 NB2040| NB2041 4905                                384.240 METERS 07119     |
 NB2040|---------------------------------------------------------------------|
 NB2040
 NB2040                          SUPERSEDED SURVEY CONTROL
 NB2040
 NB2040  NAD 83(1986)-  42 59 50.30216(N)    077 51 09.14168(W) AD(       ) 2
 NB2040  NAD 27      -  42 59 50.07882(N)    077 51 10.11341(W) AD(       ) 2
 NB2040  NGVD 29 (07/19/86)  185.4    (m)          608.     (f) VERT ANG       
 NB2040
 NB2040.Superseded values are not recommended for survey control.
 NB2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2040.See file dsdata.txt to determine how the superseded data were derived.
 NB2040
 NB2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6747764464(NAD 83)
 NB2040_MARKER: DE = TRAVERSE STATION DISK
 NB2040_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2040
 NB2040  HISTORY     - Date     Condition        Report By
 NB2040  HISTORY     - 1973     MONUMENTED       NY-055
 NB2040  HISTORY     - 19960413 GOOD             USPSQD
 NB2040
 NB2040                          STATION DESCRIPTION
 NB2040
 NB2040'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2040'IN WHEATLAND, AT THE SE CORNER OF THE INTERSECTION OF STATE
 NB2040'STREET (MUMFORD) AND ARMSTRONG ROAD.
 NB2040'
 NB2040'35 FT SE OF C.L. OF STATE STREET
 NB2040'
 NB2040'34 FT S. OF THE C.L. OF ARMSTRONG ROAD.
 NB2040'
 NB2040'78.3 N NE OF THE NE CORNER OF THE ENCLOSED PORCH OF HOUSE NO. 651.
 NB2040'
 NB2040'41.9 FT E OF E RANGE LINE OF SAID HOUSE.
 NB2040'
 NB2040'9.9 FT N OF A MONROE COUNTY WITNESS SIGN.
 NB2040'
 NB2040'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2040'4904 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 NB2040
 NB2040                          STATION RECOVERY (1996)
 NB2040
 NB2040'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2041 ***********************************************************************
 NB2041  DESIGNATION -  4905
 NB2041  PID         -  NB2041
 NB2041  STATE/COUNTY-  NY/MONROE
 NB2041  USGS QUAD   -  CALEDONIA (1976)
 NB2041
 NB2041                         *CURRENT SURVEY CONTROL
 NB2041  ___________________________________________________________________
 NB2041* NAD 83(1996)-  42 59 54.28300(N)    077 50 53.07419(W)     ADJUSTED  
 NB2041* NAVD 88     -       189.7    (meters)     622.     (feet)  VERTCON   
 NB2041  ___________________________________________________________________
 NB2041  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 NB2041  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NB2041
 NB2041  HORZ ORDER  -  SECOND
 NB2041
 NB2041.The horizontal coordinates were established by classical geodetic methods
 NB2041.and adjusted by the National Geodetic Survey in January 1999..
 NB2041
 NB2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2041
 NB2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2041
 NB2041.The geoid height was determined by GEOID03.
 NB2041
 NB2041;                    North         East     Units Scale Factor Converg.
 NB2041;SPC NY W     -   333,255.962   409,951.496   MT  0.99998170   +0 30 05.2
 NB2041;SPC NY W     - 1,093,357.27  1,344,982.53   sFT  0.99998170   +0 30 05.2
 NB2041;UTM  18      - 4,764,575.155   267,845.204   MT  1.00026308   -1 56 35.5
 NB2041
 NB2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2041!SPC NY W     -   0.99997570  x   0.99998170  =   0.99995740
 NB2041!UTM  18      -   0.99997570  x   1.00026308  =   1.00023877
 NB2041
 NB2041|---------------------------------------------------------------------|
 NB2041| PID    Reference Object                     Distance      Geod. Az  |
 NB2041|                                                           dddmmss.s |
 NB2041| NB2042 4906                                385.994 METERS 07427     |
 NB2041| NB2040 4904                                384.240 METERS 25119     |
 NB2041|---------------------------------------------------------------------|
 NB2041
 NB2041                          SUPERSEDED SURVEY CONTROL
 NB2041
 NB2041  NAD 83(1986)-  42 59 54.28992(N)    077 50 53.07173(W) AD(       ) 2
 NB2041  NAD 27      -  42 59 54.06649(N)    077 50 54.04431(W) AD(       ) 2
 NB2041  NGVD 29 (07/19/86)  189.9    (m)          623.     (f) VERT ANG       
 NB2041
 NB2041.Superseded values are not recommended for survey control.
 NB2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2041.See file dsdata.txt to determine how the superseded data were derived.
 NB2041
 NB2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6784564575(NAD 83)
 NB2041_MARKER: DE = TRAVERSE STATION DISK
 NB2041_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2041
 NB2041  HISTORY     - Date     Condition        Report By
 NB2041  HISTORY     - 1973     MONUMENTED       NY-055
 NB2041  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2041
 NB2041                          STATION DESCRIPTION
 NB2041
 NB2041'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2041'IN WHEATLAND, ON THE N. SIDE OF ARMSTRONG RD. 0.25 MI. E. OF
 NB2041'STATE ST.
 NB2041'
 NB2041'11.0 FT N OF C.L. ARMSTRONG RD.
 NB2041'
 NB2041'19.0 E. OF E. RANGE LINE OF HOUSE NO. 579
 NB2041'
 NB2041'79.2 NE OF NE CORNER AND
 NB2041'
 NB2041'86.8 NE OF NW CORNER OF HOUSE
 NB2041'
 NB2041'9.8 FT S. OF MONROE COUNTY WITNESS SIGN
 NB2041'
 NB2041'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2041'4905 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 NB2041
 NB2041                          STATION RECOVERY (1996)
 NB2041
 NB2041'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2042 ***********************************************************************
 NB2042  DESIGNATION -  4906
 NB2042  PID         -  NB2042
 NB2042  STATE/COUNTY-  NY/MONROE
 NB2042  USGS QUAD   -  CALEDONIA (1976)
 NB2042
 NB2042                         *CURRENT SURVEY CONTROL
 NB2042  ___________________________________________________________________
 NB2042* NAD 83(1996)-  42 59 57.63756(N)    077 50 36.65728(W)     ADJUSTED  
 NB2042* NAVD 88     -       187.3    (meters)     615.     (feet)  VERTCON   
 NB2042  ___________________________________________________________________
 NB2042  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 NB2042  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB2042
 NB2042  HORZ ORDER  -  SECOND
 NB2042
 NB2042.The horizontal coordinates were established by classical geodetic methods
 NB2042.and adjusted by the National Geodetic Survey in January 1999..
 NB2042
 NB2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2042
 NB2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2042
 NB2042.The geoid height was determined by GEOID03.
 NB2042
 NB2042;                    North         East     Units Scale Factor Converg.
 NB2042;SPC NY W     -   333,362.739   410,322.420   MT  0.99998225   +0 30 16.4
 NB2042;SPC NY W     - 1,093,707.59  1,346,199.47   sFT  0.99998225   +0 30 16.4
 NB2042;UTM  18      - 4,764,666.039   268,220.451   MT  1.00026094   -1 56 24.4
 NB2042
 NB2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2042!SPC NY W     -   0.99997608  x   0.99998225  =   0.99995833
 NB2042!UTM  18      -   0.99997608  x   1.00026094  =   1.00023701
 NB2042
 NB2042:                Primary Azimuth Mark                     Grid Az
 NB2042:SPC NY W     -  MUMFORD GEO TAYLOR RAD KBV 865 MAST      048 23 35.1
 NB2042:UTM  18      -  MUMFORD GEO TAYLOR RAD KBV 865 MAST      050 50 15.9
 NB2042
 NB2042|---------------------------------------------------------------------|
 NB2042| PID    Reference Object                     Distance      Geod. Az  |
 NB2042|                                                           dddmmss.s |
 NB2042| OF2442 MUMFORD GEO TAYLOR RAD KBV 865 MAST APPROX. 1.6 KM 0485351.5 |
 NB2042| NB2043 4907                                APPROX. 0.6 KM 0905356.7 |
 NB2042| NB2041 4905                                385.994 METERS 25427     |
 NB2042|---------------------------------------------------------------------|
 NB2042
 NB2042                          SUPERSEDED SURVEY CONTROL
 NB2042
 NB2042  NAD 83(1986)-  42 59 57.64449(N)    077 50 36.65483(W) AD(       ) 2
 NB2042  NAD 27      -  42 59 57.42099(N)    077 50 37.62827(W) AD(       ) 2
 NB2042  NGVD 29 (07/19/86)  187.5    (m)          615.     (f) VERT ANG       
 NB2042
 NB2042.Superseded values are not recommended for survey control.
 NB2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2042.See file dsdata.txt to determine how the superseded data were derived.
 NB2042
 NB2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6822064666(NAD 83)
 NB2042_MARKER: DE = TRAVERSE STATION DISK
 NB2042_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2042
 NB2042  HISTORY     - Date     Condition        Report By
 NB2042  HISTORY     - 1973     MONUMENTED       NY-055
 NB2042  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2042
 NB2042                          STATION DESCRIPTION
 NB2042
 NB2042'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2042'IN WHEATLAND, ON THE N. SIDE OF ARMSTRONG RD., 1.1 MI. W. OF
 NB2042'WHEATLAND CTR. RD. (RT. 174)
 NB2042'
 NB2042'23.0 FT N OF C.L. ARMSTRONG RD.
 NB2042'
 NB2042'44.6 FT W. OF W. RANGE LINE OF HOUSE NO. 464
 NB2042'
 NB2042'130 FT + OR - E. OF E. RANGE LINE OF HOUSE NO. 585
 NB2042'
 NB2042'3.1 FT SE OF UTILITY POLE NM 36.
 NB2042'
 NB2042'45.0 FT W. OF W. EDGE OF SIDEWALK, HOUSE NO. 464
 NB2042'
 NB2042'1.5 FT S. OF A MONROE COUNTY WITNESS SIGN.
 NB2042'
 NB2042'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2042'4906 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 NB2042
 NB2042                          STATION RECOVERY (1996)
 NB2042
 NB2042'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2043 ***********************************************************************
 NB2043  DESIGNATION -  4907
 NB2043  PID         -  NB2043
 NB2043  STATE/COUNTY-  NY/MONROE
 NB2043  USGS QUAD   -  CALEDONIA (1976)
 NB2043
 NB2043                         *CURRENT SURVEY CONTROL
 NB2043  ___________________________________________________________________
 NB2043* NAD 83(1996)-  42 59 57.33249(N)    077 50 10.24645(W)     ADJUSTED  
 NB2043* NAVD 88     -       194.1    (meters)     637.     (feet)  VERTCON   
 NB2043  ___________________________________________________________________
 NB2043  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 NB2043  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB2043
 NB2043  HORZ ORDER  -  SECOND
 NB2043
 NB2043.The horizontal coordinates were established by classical geodetic methods
 NB2043.and adjusted by the National Geodetic Survey in January 1999..
 NB2043
 NB2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2043
 NB2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2043
 NB2043.The geoid height was determined by GEOID03.
 NB2043
 NB2043;                    North         East     Units Scale Factor Converg.
 NB2043;SPC NY W     -   333,358.620   410,920.689   MT  0.99998314   +0 30 34.4
 NB2043;SPC NY W     - 1,093,694.07  1,348,162.29   sFT  0.99998314   +0 30 34.4
 NB2043;UTM  18      - 4,764,636.396   268,818.164   MT  1.00025753   -1 56 06.4
 NB2043
 NB2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2043!SPC NY W     -   0.99997501  x   0.99998314  =   0.99995815
 NB2043!UTM  18      -   0.99997501  x   1.00025753  =   1.00023253
 NB2043
 NB2043:                Primary Azimuth Mark                     Grid Az
 NB2043:SPC NY W     -  4908                                     089 24 48.0
 NB2043:UTM  18      -  4908                                     091 51 28.8
 NB2043
 NB2043|---------------------------------------------------------------------|
 NB2043| PID    Reference Object                     Distance      Geod. Az  |
 NB2043|                                                           dddmmss.s |
 NB2043| NB2046 4908                                APPROX. 1.1 KM 0895522.4 |
 NB2043|---------------------------------------------------------------------|
 NB2043
 NB2043                          SUPERSEDED SURVEY CONTROL
 NB2043
 NB2043  NAD 83(1986)-  42 59 57.33943(N)    077 50 10.24400(W) AD(       ) 2
 NB2043  NAD 27      -  42 59 57.11587(N)    077 50 11.21853(W) AD(       ) 2
 NB2043  NGVD 29 (07/19/86)  194.3    (m)          637.     (f) VERT ANG       
 NB2043
 NB2043.Superseded values are not recommended for survey control.
 NB2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2043.See file dsdata.txt to determine how the superseded data were derived.
 NB2043
 NB2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6881864636(NAD 83)
 NB2043_MARKER: DE = TRAVERSE STATION DISK
 NB2043_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2043
 NB2043  HISTORY     - Date     Condition        Report By
 NB2043  HISTORY     - 1973     MONUMENTED       NY-055
 NB2043  HISTORY     - 19960413 GOOD             USPSQD
 NB2043
 NB2043                          STATION DESCRIPTION
 NB2043
 NB2043'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2043'IN WHEATLAND, ON THE S. SIDE OF ARMSTRONG RD. 0.82 MILES E. OF
 NB2043'STATE STREET, (MUNFORD)
 NB2043'
 NB2043'11.5 FT S. OF C.L. ARMSTRONG RD.
 NB2043'
 NB2043'151 FT E. OF E. RANGELINE HOUSE NO. 320
 NB2043'
 NB2043'71.7 E NE OF A 1 FT STUMP WHICH IS AT THE E. END OF A STONE FENCE.
 NB2043'
 NB2043'10.2 FT N. OF A MONROE COUNTY WITNESS SIGN.
 NB2043'
 NB2043'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2043'4907 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT.
 NB2043
 NB2043                          STATION RECOVERY (1996)
 NB2043
 NB2043'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2046 ***********************************************************************
 NB2046  DESIGNATION -  4908
 NB2046  PID         -  NB2046
 NB2046  STATE/COUNTY-  NY/MONROE
 NB2046  USGS QUAD   -  CALEDONIA (1976)
 NB2046
 NB2046                         *CURRENT SURVEY CONTROL
 NB2046  ___________________________________________________________________
 NB2046* NAD 83(1996)-  42 59 57.37789(N)    077 49 21.36036(W)     ADJUSTED  
 NB2046* NAVD 88     -       190.9    (meters)     626.     (feet)  VERTCON   
 NB2046  ___________________________________________________________________
 NB2046  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NB2046  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NB2046
 NB2046  HORZ ORDER  -  SECOND
 NB2046
 NB2046.The horizontal coordinates were established by classical geodetic methods
 NB2046.and adjusted by the National Geodetic Survey in January 1999..
 NB2046
 NB2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2046
 NB2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2046
 NB2046.The geoid height was determined by GEOID03.
 NB2046
 NB2046;                    North         East     Units Scale Factor Converg.
 NB2046;SPC NY W     -   333,369.957   412,027.910   MT  0.99998481   +0 31 07.8
 NB2046;SPC NY W     - 1,093,731.27  1,351,794.90   sFT  0.99998481   +0 31 07.8
 NB2046;UTM  18      - 4,764,600.486   269,925.161   MT  1.00025125   -1 55 33.0
 NB2046
 NB2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2046!SPC NY W     -   0.99997552  x   0.99998481  =   0.99996033
 NB2046!UTM  18      -   0.99997552  x   1.00025125  =   1.00022676
 NB2046
 NB2046:                Primary Azimuth Mark                     Grid Az
 NB2046:SPC NY W     -  4909                                     180 57 03.6
 NB2046:UTM  18      -  4909                                     183 23 44.4
 NB2046
 NB2046|---------------------------------------------------------------------|
 NB2046| PID    Reference Object                     Distance      Geod. Az  |
 NB2046|                                                           dddmmss.s |
 NB2046| NB2045 4909                                APPROX. 0.7 KM 1812811.4 |
 NB2046| OF2442 MUMFORD GEO TAYLOR RAD KBV 865 MAST APPROX. 1.2 KM 3341644.5 |
 NB2046|---------------------------------------------------------------------|
 NB2046
 NB2046                          SUPERSEDED SURVEY CONTROL
 NB2046
 NB2046  NAD 83(1986)-  42 59 57.38485(N)    077 49 21.35793(W) AD(       ) 2
 NB2046  NAD 27      -  42 59 57.16119(N)    077 49 22.33432(W) AD(       ) 2
 NB2046  NGVD 29 (07/19/86)  191.1    (m)          627.     (f) VERT ANG       
 NB2046
 NB2046.Superseded values are not recommended for survey control.
 NB2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2046.See file dsdata.txt to determine how the superseded data were derived.
 NB2046
 NB2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6992564600(NAD 83)
 NB2046_MARKER: DE = TRAVERSE STATION DISK
 NB2046_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2046
 NB2046  HISTORY     - Date     Condition        Report By
 NB2046  HISTORY     - 1973     MONUMENTED       NY-055
 NB2046  HISTORY     - 19960413 GOOD             USPSQD
 NB2046
 NB2046                          STATION DESCRIPTION
 NB2046
 NB2046'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2046'IN WHEATLAND, AT THE INTERSECTION OF ARMSTRONG ROAD AND WHEATLAND
 NB2046'CTR. RD. (RT. 174)
 NB2046'
 NB2046'12.6 FT E. OF C.L. WHEATLAND CTR. RD.
 NB2046'
 NB2046'182 FT N OF N. R.L. HOUSE NO. 1832
 NB2046'
 NB2046'63.5 FT NE OF A HYDRANT WHICH IS ON THE SW CORNER OF THE
 NB2046'INTERSECTION
 NB2046'
 NB2046'27.7 FT NW OF A ROCHESTER TELEPHONE UNDERGROUND CABLE BOX.
 NB2046'
 NB2046'7.7 IN NW OF A MONROE COUNTY WITNESS POST.
 NB2046'
 NB2046'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 4908
 NB2046'IN THE TOP OF A CONCRETE POST COVERED 1.0 FT.
 NB2046
 NB2046                          STATION RECOVERY (1996)
 NB2046
 NB2046'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2045 ***********************************************************************
 NB2045  DESIGNATION -  4909
 NB2045  PID         -  NB2045
 NB2045  STATE/COUNTY-  NY/MONROE
 NB2045  USGS QUAD   -  CALEDONIA (1976)
 NB2045
 NB2045                         *CURRENT SURVEY CONTROL
 NB2045  ___________________________________________________________________
 NB2045* NAD 83(1996)-  42 59 35.85511(N)    077 49 22.11268(W)     ADJUSTED  
 NB2045* NAVD 88     -       193.8    (meters)     636.     (feet)  VERTCON   
 NB2045  ___________________________________________________________________
 NB2045  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 NB2045  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB2045
 NB2045  HORZ ORDER  -  SECOND
 NB2045
 NB2045.The horizontal coordinates were established by classical geodetic methods
 NB2045.and adjusted by the National Geodetic Survey in January 1999..
 NB2045
 NB2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2045
 NB2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2045
 NB2045.The geoid height was determined by GEOID03.
 NB2045
 NB2045;                    North         East     Units Scale Factor Converg.
 NB2045;SPC NY W     -   332,705.667   412,016.883   MT  0.99998480   +0 31 07.1
 NB2045;SPC NY W     - 1,091,551.84  1,351,758.72   sFT  0.99998480   +0 31 07.1
 NB2045;UTM  18      - 4,763,937.094   269,885.800   MT  1.00025147   -1 55 32.7
 NB2045
 NB2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2045!SPC NY W     -   0.99997506  x   0.99998480  =   0.99995986
 NB2045!UTM  18      -   0.99997506  x   1.00025147  =   1.00022652
 NB2045
 NB2045:                Primary Azimuth Mark                     Grid Az
 NB2045:SPC NY W     -  4908                                     000 57 03.8
 NB2045:UTM  18      -  4908                                     003 23 43.6
 NB2045
 NB2045|---------------------------------------------------------------------|
 NB2045| PID    Reference Object                     Distance      Geod. Az  |
 NB2045|                                                           dddmmss.s |
 NB2045| NB2046 4908                                APPROX. 0.7 KM 0012810.9 |
 NB2045| NB2044 4910                                311.676 METERS 18053     |
 NB2045|---------------------------------------------------------------------|
 NB2045
 NB2045                          SUPERSEDED SURVEY CONTROL
 NB2045
 NB2045  NAD 83(1986)-  42 59 35.86206(N)    077 49 22.11023(W) AD(       ) 2
 NB2045  NAD 27      -  42 59 35.63826(N)    077 49 23.08672(W) AD(       ) 2
 NB2045  NGVD 29 (07/19/86)  194.0    (m)          636.     (f) VERT ANG       
 NB2045
 NB2045.Superseded values are not recommended for survey control.
 NB2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2045.See file dsdata.txt to determine how the superseded data were derived.
 NB2045
 NB2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6988663937(NAD 83)
 NB2045_MARKER: DE = TRAVERSE STATION DISK
 NB2045_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2045
 NB2045  HISTORY     - Date     Condition        Report By
 NB2045  HISTORY     - 1973     MONUMENTED       NY-055
 NB2045  HISTORY     - 1977     GOOD             NY-055
 NB2045  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2045
 NB2045                          STATION DESCRIPTION
 NB2045
 NB2045'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2045'IN WHEATLAND ON THE W. SIDE OF WHEATLAND AND CTR. RD. (RT. 174)
 NB2045'
 NB2045'0.4 MI. S. OF ARMSTRONG RD.
 NB2045'
 NB2045'0.2 MI. N. OF SOUTH RD.
 NB2045'
 NB2045'15 FT W. OF C.L. OF RT. 174
 NB2045'
 NB2045'76 FT N NE OF UTILITY POLE NLO-58
 NB2045'
 NB2045'13 FT E. OF C. OF A STONE FENCE
 NB2045'
 NB2045'7.0 FT E. OF A MONROE COUNTY WITNESS SIGN.
 NB2045'
 NB2045'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2045'4909 IN THE TOP OF A CONCRETE POST COVERED 0.5 FT.
 NB2045
 NB2045                          STATION RECOVERY (1977)
 NB2045
 NB2045'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2045'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2045
 NB2045                          STATION RECOVERY (1996)
 NB2045
 NB2045'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0634 ***********************************************************************
 OE0634  DESIGNATION -  491
 OE0634  PID         -  OE0634
 OE0634  STATE/COUNTY-  NY/HERKIMER
 OE0634  USGS QUAD   -  UTICA EAST (1983)
 OE0634
 OE0634                         *CURRENT SURVEY CONTROL
 OE0634  ___________________________________________________________________
 OE0634* NAD 83(1986)-  43 05 08.     (N)    075 08 59.     (W)     SCALED    
 OE0634* NAVD 88     -       123.583  (meters)     405.46   (feet)  ADJUSTED  
 OE0634  ___________________________________________________________________
 OE0634  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 OE0634  DYNAMIC HT  -         123.550 (meters)     405.35  (feet)  COMP
 OE0634  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OE0634
 OE0634  VERT ORDER  -  SECOND    CLASS 0
 OE0634
 OE0634.The horizontal coordinates were scaled from a topographic map and have
 OE0634.an estimated accuracy of +/- 6 seconds.
 OE0634
 OE0634.The orthometric height was determined by differential leveling
 OE0634.and adjusted by the National Geodetic Survey in June 1991..
 OE0634
 OE0634.The geoid height was determined by GEOID03.
 OE0634
 OE0634.The dynamic height is computed by dividing the NAVD 88
 OE0634.geopotential number by the normal gravity value computed on the
 OE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0634.degrees latitude (g = 980.6199 gals.).
 OE0634
 OE0634.The modeled gravity was interpolated from observed gravity values.
 OE0634
 OE0634;                    North         East    Units  Estimated Accuracy
 OE0634;SPC NY E     -   472,380.       97,100.      MT  (+/- 180 meters Scaled)
 OE0634
 OE0634                          SUPERSEDED SURVEY CONTROL
 OE0634
 OE0634  NGVD 29 (??/??/92)  123.728  (m)          405.93   (f) ADJ UNCH    2 0
 OE0634
 OE0634.Superseded values are not recommended for survey control.
 OE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0634.See file dsdata.txt to determine how the superseded data were derived.
 OE0634
 OE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN878703(NAD 83)
 OE0634_MARKER: B = BOLT
 OE0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0634_SP_SET: BRIDGE
 OE0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0634
 OE0634  HISTORY     - Date     Condition        Report By
 OE0634  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0634  HISTORY     - 1931     GOOD             NGS
 OE0634
 OE0634                          STATION DESCRIPTION
 OE0634
 OE0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0634'3.5 MI E FROM UTICA.
 OE0634'AT EAST END OF SOUTH COPING OF NEW YORK CENTRAL RAILROAD BRIDGE NO.
 OE0634'491.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2642 ***********************************************************************
 OF2642  DESIGNATION -  491 8 MCGS 1969
 OF2642  PID         -  OF2642
 OF2642  STATE/COUNTY-  NY/MONROE
 OF2642  USGS QUAD   -  HAMLIN (1978)
 OF2642
 OF2642                         *CURRENT SURVEY CONTROL
 OF2642  ___________________________________________________________________
 OF2642* NAD 83(1996)-  43 15 45.90062(N)    077 54 30.08086(W)     ADJUSTED  
 OF2642* NAVD 88     -       106.     (meters)     348.     (feet)  VERTCON   
 OF2642  ___________________________________________________________________
 OF2642  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OF2642  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF2642
 OF2642  HORZ ORDER  -  SECOND
 OF2642
 OF2642.The horizontal coordinates were established by classical geodetic methods
 OF2642.and adjusted by the National Geodetic Survey in January 1999..
 OF2642
 OF2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2642
 OF2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2642
 OF2642.The geoid height was determined by GEOID03.
 OF2642
 OF2642;                    North         East     Units Scale Factor Converg.
 OF2642;SPC NY W     -   362,579.739   404,799.875   MT  0.99997443   +0 27 45.4
 OF2642;SPC NY W     - 1,189,563.69  1,328,080.92   sFT  0.99997443   +0 27 45.4
 OF2642;UTM  18      - 4,794,101.138   263,951.017   MT  1.00028547   -1 59 38.9
 OF2642
 OF2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2642!SPC NY W     -   0.99998899  x   0.99997443  =   0.99996342
 OF2642!UTM  18      -   0.99998899  x   1.00028547  =   1.00027445
 OF2642
 OF2642                          SUPERSEDED SURVEY CONTROL
 OF2642
 OF2642  NAD 83(1986)-  43 15 45.90740(N)    077 54 30.07990(W) AD(       ) 2
 OF2642  NAD 27      -  43 15 45.69121(N)    077 54 31.03416(W) AD(       ) 2
 OF2642  NGVD 29 (07/19/86)  106.     (m)          348.     (f) VERT ANG       
 OF2642
 OF2642.Superseded values are not recommended for survey control.
 OF2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2642.See file dsdata.txt to determine how the superseded data were derived.
 OF2642
 OF2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6395194101(NAD 83)
 OF2642_MARKER: DD = SURVEY DISK
 OF2642_SETTING: 0 = UNSPECIFIED SETTING
 OF2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2642
 OF2642  HISTORY     - Date     Condition        Report By
 OF2642  HISTORY     - 1969     MONUMENTED       NY-055
 OF2642  HISTORY     - 20060826 MARK NOT FOUND   USPSQD
 OF2642
 OF2642                          STATION DESCRIPTION
 OF2642
 OF2642'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2642'IN CLARKSON ALONG LAWTON ROAD
 OF2642'
 OF2642'1.1 MILE NORTHEAST OF STATION CLARKSON 1969
 OF2642'
 OF2642'0.65 MILE EAST OF LAKE ROAD
 OF2642'
 OF2642'12.0 FEET NORTH OF CENTERLINE OF LAWTON ROAD
 OF2642'
 OF2642'2.0 FEET SOUTH OF WITNESS POST
 OF2642'
 OF2642'30.6 FEET SOUTHWEST OF POLE NLO 9
 OF2642'
 OF2642'300.0 FEET WEST OF WEST RANGE LINE OF BUILDING UNDER CONSTRUCTION
 OF2642'
 OF2642'50.5 FEET NORTHWEST OF POLE R3
 OF2642'
 OF2642'45.4 FEET NORTH OF IRON PIPE
 OF2642'
 OF2642'12.0 FEET WEST OF RANGE LINE OF HEDGEROW
 OF2642'
 OF2642'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2642'DISK STAMPED 491-8 IN THE TOP OF A CONCRETE POST.
 OF2642
 OF2642                          STATION RECOVERY (2006)
 OF2642
 OF2642'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF2642'ROAD HAS BEEN REDONE. LOCATION IS NOW UNDER NEW ROAD.  ROAD IS WIDER
 OF2642'THAN THE 12 FOOT FROM CENTER MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2655 ***********************************************************************
 OF2655  DESIGNATION -  491 9 NYGS 1969
 OF2655  PID         -  OF2655
 OF2655  STATE/COUNTY-  NY/MONROE
 OF2655  USGS QUAD   -  HAMLIN (1978)
 OF2655
 OF2655                         *CURRENT SURVEY CONTROL
 OF2655  ___________________________________________________________________
 OF2655* NAD 83(1996)-  43 15 45.68800(N)    077 55 02.95603(W)     ADJUSTED  
 OF2655* NAVD 88     -       106.71   (+/-2cm)     350.1    (feet)  VERTCON   
 OF2655  ___________________________________________________________________
 OF2655  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 OF2655  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF2655
 OF2655  HORZ ORDER  -  SECOND
 OF2655  VERT ORDER  -  THIRD ? (See Below)
 OF2655
 OF2655.The horizontal coordinates were established by classical geodetic methods
 OF2655.and adjusted by the National Geodetic Survey in January 1999..
 OF2655
 OF2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2655.The vertical order pertains to the NGVD 29 superseded value.
 OF2655
 OF2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2655
 OF2655.The geoid height was determined by GEOID03.
 OF2655
 OF2655;                    North         East     Units Scale Factor Converg.
 OF2655;SPC NY W     -   362,567.232   404,058.520   MT  0.99997344   +0 27 22.8
 OF2655;SPC NY W     - 1,189,522.66  1,325,648.66   sFT  0.99997344   +0 27 22.8
 OF2655;UTM  18      - 4,794,120.427   263,209.575   MT  1.00028978   -2 00 01.5
 OF2655;UTM  17      - 4,794,601.527   750,184.986   MT  1.00037004   +2 06 49.2
 OF2655
 OF2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2655!SPC NY W     -   0.99998885  x   0.99997344  =   0.99996229
 OF2655!UTM  18      -   0.99998885  x   1.00028978  =   1.00027862
 OF2655!UTM  17      -   0.99998885  x   1.00037004  =   1.00035888
 OF2655
 OF2655:                Primary Azimuth Mark                     Grid Az
 OF2655:SPC NY W     -  CLARKSON                                 193 04 21.7
 OF2655:UTM  18      -  CLARKSON                                 195 31 46.0
 OF2655:UTM  17      -  CLARKSON                                 191 24 55.3
 OF2655
 OF2655|---------------------------------------------------------------------|
 OF2655| PID    Reference Object                     Distance      Geod. Az  |
 OF2655|                                                           dddmmss.s |
 OF2655| OF2514 CLARKSON                            APPROX. 1.5 KM 1933144.5 |
 OF2655|---------------------------------------------------------------------|
 OF2655
 OF2655                          SUPERSEDED SURVEY CONTROL
 OF2655
 OF2655  NAD 83(1986)-  43 15 45.69477(N)    077 55 02.95507(W) AD(       ) 2
 OF2655  NAD 27      -  43 15 45.47874(N)    077 55 03.90818(W) AD(       ) 2
 OF2655  NGVD 29 (07/19/86)  106.89   (m)          350.7    (f) LEVELING    3  
 OF2655
 OF2655.Superseded values are not recommended for survey control.
 OF2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2655.See file dsdata.txt to determine how the superseded data were derived.
 OF2655
 OF2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6321094120(NAD 83)
 OF2655_MARKER: DD = SURVEY DISK
 OF2655_SETTING: 0 = UNSPECIFIED SETTING
 OF2655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2655
 OF2655  HISTORY     - Date     Condition        Report By
 OF2655  HISTORY     - 1939     MONUMENTED       NYGS
 OF2655  HISTORY     - 1969     GOOD             CGS
 OF2655
 OF2655                          STATION DESCRIPTION
 OF2655
 OF2655'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2655'IN CLARKSON, 0.2 MILE EAST OF LAKE ROAD, 22.4 FEET SOUTH OF
 OF2655'CENTER LINE OF LAWTON ROAD, 200.5 FEET WEST OF POST AT
 OF2655'INTERSECTION OF FARM AND SOUTH RIGHT-OF-WAY FENCES, 62 FEET
 OF2655'SOUTHWEST OF POLE 3, AND 2.5 FEET NORTH OF U.S. REFERENCE
 OF2655'MARK.  STATION IS A U.S.C. AND G.S AND STATE SURVEY STANDARD DISK
 OF2655'IN CONCRETE FLUSH WITH GROUND.
 OF2655
 OF2655                          STATION RECOVERY (1969)
 OF2655
 OF2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2655'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2655'
 OF2655'IN CLARKSON, ALONG LAWTON ROAD
 OF2655'
 OF2655'0.9 MILE NORTH, NORTHEAST OF STATION CLARKSON 1969
 OF2655'
 OF2655'0.2 MILE EAST OF LAKE ROAD
 OF2655'
 OF2655'22.5 FEET SOUTH OF CENTER OF LAWTON ROAD
 OF2655'
 OF2655'0.15 MILE WEST OF BRIDGE
 OF2655'
 OF2655'33.5 FEET WEST OF POLE NO. R-2
 OF2655'
 OF2655'2.4 FEET NORTH OF WITNESS POST
 OF2655'
 OF2655'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2655'STANDARD DISK IN CONCRETE PROJECTION 8-INCHES AND STAMPED
 OF2655'491-9, 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2044 ***********************************************************************
 NB2044  DESIGNATION -  4910
 NB2044  PID         -  NB2044
 NB2044  STATE/COUNTY-  NY/MONROE
 NB2044  USGS QUAD   -  CALEDONIA (1976)
 NB2044
 NB2044                         *CURRENT SURVEY CONTROL
 NB2044  ___________________________________________________________________
 NB2044* NAD 83(1996)-  42 59 25.75634(N)    077 49 22.32600(W)     ADJUSTED  
 NB2044* NAVD 88     -       190.6    (meters)     625.     (feet)  VERTCON   
 NB2044  ___________________________________________________________________
 NB2044  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 NB2044  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NB2044
 NB2044  HORZ ORDER  -  SECOND
 NB2044
 NB2044.The horizontal coordinates were established by classical geodetic methods
 NB2044.and adjusted by the National Geodetic Survey in January 1999..
 NB2044
 NB2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2044
 NB2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2044
 NB2044.The geoid height was determined by GEOID03.
 NB2044
 NB2044;                    North         East     Units Scale Factor Converg.
 NB2044;SPC NY W     -   332,394.003   412,014.872   MT  0.99998479   +0 31 06.8
 NB2044;SPC NY W     - 1,090,529.32  1,351,752.13   sFT  0.99998479   +0 31 06.8
 NB2044;UTM  18      - 4,763,625.716   269,870.494   MT  1.00025156   -1 55 32.5
 NB2044
 NB2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2044!SPC NY W     -   0.99997556  x   0.99998479  =   0.99996035
 NB2044!UTM  18      -   0.99997556  x   1.00025156  =   1.00022711
 NB2044
 NB2044|---------------------------------------------------------------------|
 NB2044| PID    Reference Object                     Distance      Geod. Az  |
 NB2044|                                                           dddmmss.s |
 NB2044| NB2045 4909                                311.676 METERS 00053     |
 NB2044| NB2047 4911                                477.159 METERS 0895805.3 |
 NB2044| NB2068 HUB A                               117.375 METERS 18112     |
 NB2044| NB2069 HUB B                               119.943 METERS 18153     |
 NB2044|---------------------------------------------------------------------|
 NB2044
 NB2044                          SUPERSEDED SURVEY CONTROL
 NB2044
 NB2044  NAD 83(1986)-  42 59 25.76329(N)    077 49 22.32354(W) AD(       ) 2
 NB2044  NAD 27      -  42 59 25.53941(N)    077 49 23.30009(W) AD(       ) 2
 NB2044  NGVD 29 (07/19/86)  190.8    (m)          626.     (f) VERT ANG       
 NB2044
 NB2044.Superseded values are not recommended for survey control.
 NB2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2044.See file dsdata.txt to determine how the superseded data were derived.
 NB2044
 NB2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6987063626(NAD 83)
 NB2044_MARKER: DE = TRAVERSE STATION DISK
 NB2044_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2044
 NB2044  HISTORY     - Date     Condition        Report By
 NB2044  HISTORY     - 1973     MONUMENTED       NY-055
 NB2044  HISTORY     - 1977     GOOD             NY-055
 NB2044  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2044
 NB2044                          STATION DESCRIPTION
 NB2044
 NB2044'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2044'IN WHEATLAND AT THE INTERSECTION OF WHEATLAND CTR. ROAD
 NB2044'(RT. 174) AND SOUTH RD.
 NB2044'
 NB2044'15.4 FT W. OF C.L. RT. 174
 NB2044'
 NB2044'10 FT N. C.L. SOUTH ROAD, EXTENDED.
 NB2044'
 NB2044'66.0 FT N. OF N. R.L. OF HOUSE NO. 2084
 NB2044'
 NB2044'65.8 FT NW OF UTILITY POLE NM 55-1
 NB2044'
 NB2044'104.1 FT NW OF NW CORNER OF HOUSE
 NB2044'
 NB2044'60.6 FT N NE OF UTILITY POLE NLO-55
 NB2044'
 NB2044'14.7 FT E. C. OF STONE FENCE
 NB2044'
 NB2044'7.2 FT E. OF A M.C. WITNESS SIGN
 NB2044'
 NB2044'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2044'4910 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT
 NB2044
 NB2044                          STATION RECOVERY (1977)
 NB2044
 NB2044'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2044'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2044
 NB2044                          STATION RECOVERY (1996)
 NB2044
 NB2044'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2047 ***********************************************************************
 NB2047  DESIGNATION -  4911
 NB2047  PID         -  NB2047
 NB2047  STATE/COUNTY-  NY/MONROE
 NB2047  USGS QUAD   -  CALEDONIA (1976)
 NB2047
 NB2047                         *CURRENT SURVEY CONTROL
 NB2047  ___________________________________________________________________
 NB2047* NAD 83(1996)-  42 59 25.76440(N)    077 49 01.26288(W)     ADJUSTED  
 NB2047* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 NB2047  ___________________________________________________________________
 NB2047  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 NB2047  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB2047
 NB2047  HORZ ORDER  -  SECOND
 NB2047
 NB2047.The horizontal coordinates were established by classical geodetic methods
 NB2047.and adjusted by the National Geodetic Survey in January 1999..
 NB2047
 NB2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2047
 NB2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2047
 NB2047.The geoid height was determined by GEOID03.
 NB2047
 NB2047;                    North         East     Units Scale Factor Converg.
 NB2047;SPC NY W     -   332,398.587   412,492.001   MT  0.99998553   +0 31 21.2
 NB2047;SPC NY W     - 1,090,544.36  1,353,317.51   sFT  0.99998553   +0 31 21.2
 NB2047;UTM  18      - 4,763,609.943   270,347.512   MT  1.00024886   -1 55 18.1
 NB2047
 NB2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2047!SPC NY W     -   0.99997413  x   0.99998553  =   0.99995966
 NB2047!UTM  18      -   0.99997413  x   1.00024886  =   1.00022299
 NB2047
 NB2047|---------------------------------------------------------------------|
 NB2047| PID    Reference Object                     Distance      Geod. Az  |
 NB2047|                                                           dddmmss.s |
 NB2047| NB2048 4912                                278.957 METERS 08956     |
 NB2047| NB2044 4910                                477.159 METERS 2695819.7 |
 NB2047|---------------------------------------------------------------------|
 NB2047
 NB2047                          SUPERSEDED SURVEY CONTROL
 NB2047
 NB2047  NAD 83(1986)-  42 59 25.77136(N)    077 49 01.26044(W) AD(       ) 2
 NB2047  NAD 27      -  42 59 25.54749(N)    077 49 02.23737(W) AD(       ) 2
 NB2047  NGVD 29 (07/19/86)  199.9    (m)          656.     (f) VERT ANG       
 NB2047
 NB2047.Superseded values are not recommended for survey control.
 NB2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2047.See file dsdata.txt to determine how the superseded data were derived.
 NB2047
 NB2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7034863610(NAD 83)
 NB2047_MARKER: DE = TRAVERSE STATION DISK
 NB2047_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2047
 NB2047  HISTORY     - Date     Condition        Report By
 NB2047  HISTORY     - 1973     MONUMENTED       NY-055
 NB2047  HISTORY     - 1977     GOOD             NY-055
 NB2047  HISTORY     - 19960413 GOOD             USPSQD
 NB2047
 NB2047                          STATION DESCRIPTION
 NB2047
 NB2047'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2047'IN WHEATLAND, ON THE N. SIDE OF SOUTH ROAD.
 NB2047'
 NB2047'0.3 MI. E. OF WHEATLAND CTR. ROAD.
 NB2047'
 NB2047'13.8 FT N. OF C.L. SOUTH RD.
 NB2047'
 NB2047'2.6 FT N. OF N. EDGE OF N. CONCRETE GUTTER
 NB2047'
 NB2047'33.8 FT W. OF UTILITY POLE 210-RTC-98
 NB2047'
 NB2047'10.5 FT S. OF C. OF STONE FENCE
 NB2047'
 NB2047'5.5 FT S. OF M. C. WITNESS SIGN
 NB2047'
 NB2047'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2047'4911 IN THE TOP OF A CONCRETE POST COVERED 0.7 FT.
 NB2047
 NB2047                          STATION RECOVERY (1977)
 NB2047
 NB2047'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2047'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2047
 NB2047                          STATION RECOVERY (1996)
 NB2047
 NB2047'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2048 ***********************************************************************
 NB2048  DESIGNATION -  4912
 NB2048  PID         -  NB2048
 NB2048  STATE/COUNTY-  NY/MONROE
 NB2048  USGS QUAD   -  CALEDONIA (1976)
 NB2048
 NB2048                         *CURRENT SURVEY CONTROL
 NB2048  ___________________________________________________________________
 NB2048* NAD 83(1996)-  42 59 25.77434(N)    077 48 48.94893(W)     ADJUSTED  
 NB2048* NAVD 88     -       195.5    (meters)     641.     (feet)  VERTCON   
 NB2048  ___________________________________________________________________
 NB2048  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 NB2048  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB2048
 NB2048  HORZ ORDER  -  SECOND
 NB2048
 NB2048.The horizontal coordinates were established by classical geodetic methods
 NB2048.and adjusted by the National Geodetic Survey in January 1999..
 NB2048
 NB2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2048
 NB2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2048
 NB2048.The geoid height was determined by GEOID03.
 NB2048
 NB2048;                    North         East     Units Scale Factor Converg.
 NB2048;SPC NY W     -   332,401.443   412,770.940   MT  0.99998596   +0 31 29.6
 NB2048;SPC NY W     - 1,090,553.73  1,354,232.66   sFT  0.99998596   +0 31 29.6
 NB2048;UTM  18      - 4,763,600.898   270,626.392   MT  1.00024729   -1 55 09.7
 NB2048
 NB2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2048!SPC NY W     -   0.99997479  x   0.99998596  =   0.99996075
 NB2048!UTM  18      -   0.99997479  x   1.00024729  =   1.00022207
 NB2048
 NB2048|---------------------------------------------------------------------|
 NB2048| PID    Reference Object                     Distance      Geod. Az  |
 NB2048|                                                           dddmmss.s |
 NB2048| NB2049 4913                                327.867 METERS 09128     |
 NB2048| NB2047 4911                                278.957 METERS 26956     |
 NB2048|---------------------------------------------------------------------|
 NB2048
 NB2048                          SUPERSEDED SURVEY CONTROL
 NB2048
 NB2048  NAD 83(1986)-  42 59 25.78130(N)    077 48 48.94649(W) AD(       ) 2
 NB2048  NAD 27      -  42 59 25.55744(N)    077 48 49.92349(W) AD(       ) 2
 NB2048  NGVD 29 (07/19/86)  195.7    (m)          642.     (f) VERT ANG       
 NB2048
 NB2048.Superseded values are not recommended for survey control.
 NB2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2048.See file dsdata.txt to determine how the superseded data were derived.
 NB2048
 NB2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7062663601(NAD 83)
 NB2048_MARKER: DE = TRAVERSE STATION DISK
 NB2048_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2048
 NB2048  HISTORY     - Date     Condition        Report By
 NB2048  HISTORY     - 1973     MONUMENTED       NY-055
 NB2048  HISTORY     - 19960413 GOOD             USPSQD
 NB2048
 NB2048                          STATION DESCRIPTION
 NB2048
 NB2048'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2048'IN WHEATLAND, ON THE N. SIDE OF SOUTH ROAD 0.45 MI. E. OF
 NB2048'WHEATLAND CTR. RD. (RT. 174)
 NB2048'
 NB2048'13.9 FT N. OF C.L. SOUTH ROAD
 NB2048'
 NB2048'1.5 FT N. OF N. EDGE OF N. CONCRETE GUTTER
 NB2048'
 NB2048'135 FT E. OF E. R.L. OF HOUSE NO. 1584
 NB2048'
 NB2048'9.7 FT E. OF UTILITY POLE NLO-84, RTC 103
 NB2048'
 NB2048'6.7 FT S. OF M.C. WITNESS SIGN, AND ON THE E. R.L. OF A BARN.
 NB2048'
 NB2048'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2048'4912 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT.
 NB2048
 NB2048                          STATION RECOVERY (1996)
 NB2048
 NB2048'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2049 ***********************************************************************
 NB2049  DESIGNATION -  4913
 NB2049  PID         -  NB2049
 NB2049  STATE/COUNTY-  NY/MONROE
 NB2049  USGS QUAD   -  CALEDONIA (1976)
 NB2049
 NB2049                         *CURRENT SURVEY CONTROL
 NB2049  ___________________________________________________________________
 NB2049* NAD 83(1996)-  42 59 25.50232(N)    077 48 34.48074(W)     ADJUSTED  
 NB2049* NAVD 88     -       215.4    (meters)     707.     (feet)  VERTCON   
 NB2049  ___________________________________________________________________
 NB2049  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 NB2049  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NB2049
 NB2049  HORZ ORDER  -  SECOND
 NB2049
 NB2049.The horizontal coordinates were established by classical geodetic methods
 NB2049.and adjusted by the National Geodetic Survey in January 1999..
 NB2049
 NB2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2049
 NB2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2049
 NB2049.The geoid height was determined by GEOID03.
 NB2049
 NB2049;                    North         East     Units Scale Factor Converg.
 NB2049;SPC NY W     -   332,396.060   413,098.758   MT  0.99998646   +0 31 39.4
 NB2049;SPC NY W     - 1,090,536.07  1,355,308.18   sFT  0.99998646   +0 31 39.4
 NB2049;UTM  18      - 4,763,581.534   270,953.767   MT  1.00024544   -1 54 59.8
 NB2049
 NB2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2049!SPC NY W     -   0.99997167  x   0.99998646  =   0.99995813
 NB2049!UTM  18      -   0.99997167  x   1.00024544  =   1.00021710
 NB2049
 NB2049:                Primary Azimuth Mark                     Grid Az
 NB2049:SPC NY W     -  4914                                     088 33 08.5
 NB2049:UTM  18      -  4914                                     090 59 47.7
 NB2049
 NB2049|---------------------------------------------------------------------|
 NB2049| PID    Reference Object                     Distance      Geod. Az  |
 NB2049|                                                           dddmmss.s |
 NB2049| NB2050 4914                                APPROX. 0.5 KM 0890447.9 |
 NB2049| NB2048 4912                                327.867 METERS 27128     |
 NB2049|---------------------------------------------------------------------|
 NB2049
 NB2049                          SUPERSEDED SURVEY CONTROL
 NB2049
 NB2049  NAD 83(1986)-  42 59 25.50929(N)    077 48 34.47832(W) AD(       ) 2
 NB2049  NAD 27      -  42 59 25.28540(N)    077 48 35.45549(W) AD(       ) 2
 NB2049  NGVD 29 (07/19/86)  215.6    (m)          707.     (f) VERT ANG       
 NB2049
 NB2049.Superseded values are not recommended for survey control.
 NB2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2049.See file dsdata.txt to determine how the superseded data were derived.
 NB2049
 NB2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7095463582(NAD 83)
 NB2049_MARKER: DE = TRAVERSE STATION DISK
 NB2049_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2049
 NB2049  HISTORY     - Date     Condition        Report By
 NB2049  HISTORY     - 1973     MONUMENTED       NY-055
 NB2049  HISTORY     - 19960413 GOOD             USPSQD
 NB2049
 NB2049                          STATION DESCRIPTION
 NB2049
 NB2049'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2049'IN WHEATLAND, ON THE S. SIDE OF SOUTH ROAD
 NB2049'
 NB2049'0.67 MI. E. OF WHEATLAND CTR. RD (RT. 194)
 NB2049'
 NB2049'0.9 MI. W. OF UNION ST. (RT. 170)
 NB2049'
 NB2049'13.2 FT S. OF C.L. SOUTH RD.
 NB2049'
 NB2049'0.8 FT S. OF S. EDGE OF S. CONCRETE GUTTER
 NB2049'
 NB2049'36.0 FT E. OF E. R.L. OF HOUSE NO. 1459
 NB2049'
 NB2049'84.6 FT NE OF NE COR, AND
 NB2049'
 NB2049'99.9 FT NE OF SE COR OF HOUSE
 NB2049'
 NB2049'6.2 FT N OF A M.C. WITNESS SIGN
 NB2049'
 NB2049'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2049'4913 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT.
 NB2049
 NB2049                          STATION RECOVERY (1996)
 NB2049
 NB2049'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2050 ***********************************************************************
 NB2050  DESIGNATION -  4914
 NB2050  PID         -  NB2050
 NB2050  STATE/COUNTY-  NY/MONROE
 NB2050  USGS QUAD   -  CALEDONIA (1976)
 NB2050
 NB2050                         *CURRENT SURVEY CONTROL
 NB2050  ___________________________________________________________________
 NB2050* NAD 83(1996)-  42 59 25.76630(N)    077 48 12.03661(W)     ADJUSTED  
 NB2050* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 NB2050  ___________________________________________________________________
 NB2050  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NB2050  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NB2050
 NB2050  HORZ ORDER  -  SECOND
 NB2050
 NB2050.The horizontal coordinates were established by classical geodetic methods
 NB2050.and adjusted by the National Geodetic Survey in January 1999..
 NB2050
 NB2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2050
 NB2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2050
 NB2050.The geoid height was determined by GEOID03.
 NB2050
 NB2050;                    North         East     Units Scale Factor Converg.
 NB2050;SPC NY W     -   332,408.906   413,607.099   MT  0.99998725   +0 31 54.7
 NB2050;SPC NY W     - 1,090,578.22  1,356,975.96   sFT  0.99998725   +0 31 54.7
 NB2050;UTM  18      - 4,763,572.688   271,462.324   MT  1.00024258   -1 54 44.5
 NB2050
 NB2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2050!SPC NY W     -   0.99997434  x   0.99998725  =   0.99996159
 NB2050!UTM  18      -   0.99997434  x   1.00024258  =   1.00021691
 NB2050
 NB2050|---------------------------------------------------------------------|
 NB2050| PID    Reference Object                     Distance      Geod. Az  |
 NB2050|                                                           dddmmss.s |
 NB2050| NB2051 4915                                323.598 METERS 09103     |
 NB2050| NB2059 CROSS                               480.250 METERS 2690511.5 |
 NB2050| NB2058 HUB                                 291.419 METERS 26955     |
 NB2050|---------------------------------------------------------------------|
 NB2050
 NB2050                          SUPERSEDED SURVEY CONTROL
 NB2050
 NB2050  NAD 83(1986)-  42 59 25.77329(N)    077 48 12.03419(W) AD(       ) 2
 NB2050  NAD 27      -  42 59 25.54941(N)    077 48 13.01178(W) AD(       ) 2
 NB2050  NGVD 29 (07/19/86)  198.6    (m)          652.     (f) VERT ANG       
 NB2050
 NB2050.Superseded values are not recommended for survey control.
 NB2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2050.See file dsdata.txt to determine how the superseded data were derived.
 NB2050
 NB2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7146263573(NAD 83)
 NB2050_MARKER: DE = TRAVERSE STATION DISK
 NB2050_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2050
 NB2050  HISTORY     - Date     Condition        Report By
 NB2050  HISTORY     - 1973     MONUMENTED       NY-055
 NB2050  HISTORY     - 1977     GOOD             NY-055
 NB2050  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 NB2050
 NB2050                          STATION DESCRIPTION
 NB2050
 NB2050'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2050'IN WHEATLAND, ON THE N. SIDE OF SOUTH ROAD.
 NB2050'
 NB2050'1.0 MI. E. OF WHEATLAND CTR. RD. (RT. 174)
 NB2050'
 NB2050'0.6 MI. W. OF UNION ST. (RT. 170)
 NB2050'
 NB2050'21.7 FT N. OF C.L. SOUTH RD.
 NB2050'
 NB2050'31.3 FT N. OF N. EDGE OF S. CONCRETE GUTTER
 NB2050'
 NB2050'110 FT W. OF W. RL OF HOUSE NO. 1285
 NB2050'
 NB2050'76.0 FT NW OF NW COR. OF E-W RAIL FENCE AND N-S PICKET FENCE
 NB2050'
 NB2050'1.0 FT S. OF A M.C. WITNESS SIGN
 NB2050'
 NB2050'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2050'4914 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT.
 NB2050
 NB2050                          STATION RECOVERY (1977)
 NB2050
 NB2050'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2050'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2050
 NB2050                          STATION RECOVERY (1996)
 NB2050
 NB2050'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2051 ***********************************************************************
 NB2051  DESIGNATION -  4915
 NB2051  PID         -  NB2051
 NB2051  STATE/COUNTY-  NY/MONROE
 NB2051  USGS QUAD   -  CALEDONIA (1976)
 NB2051
 NB2051                         *CURRENT SURVEY CONTROL
 NB2051  ___________________________________________________________________
 NB2051* NAD 83(1996)-  42 59 25.57284(N)    077 47 57.75454(W)     ADJUSTED  
 NB2051* NAVD 88     -       183.9    (meters)     603.     (feet)  VERTCON   
 NB2051  ___________________________________________________________________
 NB2051  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 NB2051  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NB2051
 NB2051  HORZ ORDER  -  SECOND
 NB2051
 NB2051.The horizontal coordinates were established by classical geodetic methods
 NB2051.and adjusted by the National Geodetic Survey in January 1999..
 NB2051
 NB2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2051
 NB2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2051
 NB2051.The geoid height was determined by GEOID03.
 NB2051
 NB2051;                    North         East     Units Scale Factor Converg.
 NB2051;SPC NY W     -   332,405.948   413,930.679   MT  0.99998776   +0 32 04.5
 NB2051;SPC NY W     - 1,090,568.51  1,358,037.57   sFT  0.99998776   +0 32 04.5
 NB2051;UTM  18      - 4,763,555.928   271,785.565   MT  1.00024076   -1 54 34.7
 NB2051
 NB2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2051!SPC NY W     -   0.99997661  x   0.99998776  =   0.99996437
 NB2051!UTM  18      -   0.99997661  x   1.00024076  =   1.00021737
 NB2051
 NB2051:                Primary Azimuth Mark                     Grid Az
 NB2051:SPC NY W     -  580 4                                    091 28 52.9
 NB2051:UTM  18      -  580 4                                    093 55 32.1
 NB2051
 NB2051|---------------------------------------------------------------------|
 NB2051| PID    Reference Object                     Distance      Geod. Az  |
 NB2051|                                                           dddmmss.s |
 NB2051| NB2052 580 4                               486.096 METERS 0920057.4 |
 NB2051| NB2050 4914                                323.598 METERS 27104     |
 NB2051|---------------------------------------------------------------------|
 NB2051
 NB2051                          SUPERSEDED SURVEY CONTROL
 NB2051
 NB2051  NAD 83(1986)-  42 59 25.57984(N)    077 47 57.75212(W) AD(       ) 2
 NB2051  NAD 27      -  42 59 25.35596(N)    077 47 58.72986(W) AD(       ) 2
 NB2051  NGVD 29 (07/19/86)  184.1    (m)          604.     (f) VERT ANG       
 NB2051
 NB2051.Superseded values are not recommended for survey control.
 NB2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2051.See file dsdata.txt to determine how the superseded data were derived.
 NB2051
 NB2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7178663556(NAD 83)
 NB2051_MARKER: DE = TRAVERSE STATION DISK
 NB2051_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2051
 NB2051  HISTORY     - Date     Condition        Report By
 NB2051  HISTORY     - 1973     MONUMENTED       NY-055
 NB2051  HISTORY     - 1977     GOOD             NY-055
 NB2051  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 NB2051
 NB2051                          STATION DESCRIPTION
 NB2051
 NB2051'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2051'IN WHEATLAND, ON THE N. SIDE OF SOUTH ROAD
 NB2051'
 NB2051'1.2 MI. E. WHEATLAND CTR. RD. (RT. 174)
 NB2051'
 NB2051'1.4 MI. W. OF UNION ST. (RT. 170)
 NB2051'
 NB2051'13.5 FT N. OF C.L. SOUTH ROAD
 NB2051'
 NB2051'17.9 FT E. OF NE COR. OF A 10 FT LONG STONE HEADWALL ON N.
 NB2051'SIDE OF ROAD
 NB2051'
 NB2051'36.0 FT NE OF COR OF A 9.5 FT LONG STONE HEADWALL ON S. SIDE
 NB2051'OF ROAD
 NB2051'
 NB2051'38.0 FT N. OF POST AND UNDERGROUND CABLE WARNING SIGN.
 NB2051'
 NB2051'441 FT S. OF A M.C. WITNESS SIGN.
 NB2051'
 NB2051'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 NB2051'4915 IN THE TOP OF A CONCRETE POST COVERED 1.2 FT.
 NB2051
 NB2051                          STATION RECOVERY (1977)
 NB2051
 NB2051'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2051'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2051
 NB2051                          STATION RECOVERY (1996)
 NB2051
 NB2051'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2457 ***********************************************************************
 OF2457  DESIGNATION -  4916
 OF2457  PID         -  OF2457
 OF2457  STATE/COUNTY-  NY/MONROE
 OF2457  USGS QUAD   -  CLIFTON (1971)
 OF2457
 OF2457                         *CURRENT SURVEY CONTROL
 OF2457  ___________________________________________________________________
 OF2457* NAD 83(1996)-  43 00 21.92195(N)    077 47 29.79109(W)     ADJUSTED  
 OF2457* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 OF2457  ___________________________________________________________________
 OF2457  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 OF2457  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OF2457
 OF2457  HORZ ORDER  -  SECOND
 OF2457
 OF2457.The horizontal coordinates were established by classical geodetic methods
 OF2457.and adjusted by the National Geodetic Survey in January 1999..
 OF2457
 OF2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2457
 OF2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2457
 OF2457.The geoid height was determined by GEOID03.
 OF2457
 OF2457;                    North         East     Units Scale Factor Converg.
 OF2457;SPC NY W     -   334,150.672   414,547.735   MT  0.99998874   +0 32 24.1
 OF2457;SPC NY W     - 1,096,292.66  1,360,062.03   sFT  0.99998874   +0 32 24.1
 OF2457;UTM  18      - 4,765,273.176   272,476.651   MT  1.00023688   -1 54 17.7
 OF2457
 OF2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2457!SPC NY W     -   0.99997462  x   0.99998874  =   0.99996336
 OF2457!UTM  18      -   0.99997462  x   1.00023688  =   1.00021149
 OF2457
 OF2457:                Primary Azimuth Mark                     Grid Az
 OF2457:SPC NY W     -  WITTMAN                                  148 09 44.8
 OF2457:UTM  18      -  WITTMAN                                  150 36 26.6
 OF2457
 OF2457|---------------------------------------------------------------------|
 OF2457| PID    Reference Object                     Distance      Geod. Az  |
 OF2457|                                                           dddmmss.s |
 OF2457| NB2031 WITTMAN                             APPROX. 1.1 KM 1484208.9 |
 OF2457|---------------------------------------------------------------------|
 OF2457
 OF2457                          SUPERSEDED SURVEY CONTROL
 OF2457
 OF2457  NAD 83(1986)-  43 00 21.92896(N)    077 47 29.78879(W) AD(       ) 2
 OF2457  NAD 27      -  43 00 21.70516(N)    077 47 30.76662(W) AD(       ) 2
 OF2457  NGVD 29 (07/19/86)  196.9    (m)          646.     (f) VERT ANG       
 OF2457
 OF2457.Superseded values are not recommended for survey control.
 OF2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2457.See file dsdata.txt to determine how the superseded data were derived.
 OF2457
 OF2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7247765273(NAD 83)
 OF2457_MARKER: DE = TRAVERSE STATION DISK
 OF2457_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2457
 OF2457  HISTORY     - Date     Condition        Report By
 OF2457  HISTORY     - 1973     MONUMENTED       NY-055
 OF2457  HISTORY     - 19960506 GOOD             USPSQD
 OF2457
 OF2457                          STATION DESCRIPTION
 OF2457
 OF2457'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2457'IN WHEATLAND IN PAVEMENT OF SE CORNER AT INTERSECTION OF UNION ST AND
 OF2457'QUAKER RD, 9.5 FT E OF CL OF UNION ST, 5.4 FT S OF CL OF QUAKER RD,
 OF2457'AND 82.4 FT SW OF UTILITY POLE NM 1 3 9 SW 4548 40A.  STATION IS A
 OF2457'STANDARD DISK STAMPED---4916---IN CONCRETE POST WITH CAST IRON FRAME
 OF2457'AND COVER 1.0 FT BELOW GRADE.
 OF2457
 OF2457                          STATION RECOVERY (1996)
 OF2457
 OF2457'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2459 ***********************************************************************
 OF2459  DESIGNATION -  4917
 OF2459  PID         -  OF2459
 OF2459  STATE/COUNTY-  NY/MONROE
 OF2459  USGS QUAD   -  CLIFTON (1971)
 OF2459
 OF2459                         *CURRENT SURVEY CONTROL
 OF2459  ___________________________________________________________________
 OF2459* NAD 83(1996)-  43 00 19.80948(N)    077 46 51.72557(W)     ADJUSTED  
 OF2459* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 OF2459  ___________________________________________________________________
 OF2459  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 OF2459  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OF2459
 OF2459  HORZ ORDER  -  SECOND
 OF2459
 OF2459.The horizontal coordinates were established by classical geodetic methods
 OF2459.and adjusted by the National Geodetic Survey in January 1999..
 OF2459
 OF2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2459
 OF2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2459
 OF2459.The geoid height was determined by GEOID03.
 OF2459
 OF2459;                    North         East     Units Scale Factor Converg.
 OF2459;SPC NY W     -   334,093.667   415,410.418   MT  0.99999012   +0 32 50.1
 OF2459;SPC NY W     - 1,096,105.64  1,362,892.35   sFT  0.99999012   +0 32 50.1
 OF2459;UTM  18      - 4,765,179.398   273,336.328   MT  1.00023208   -1 53 51.6
 OF2459
 OF2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2459!SPC NY W     -   0.99997686  x   0.99999012  =   0.99996698
 OF2459!UTM  18      -   0.99997686  x   1.00023208  =   1.00020894
 OF2459
 OF2459:                Primary Azimuth Mark                     Grid Az
 OF2459:SPC NY W     -  WITTMAN                                  199 07 21.6
 OF2459:UTM  18      -  WITTMAN                                  201 34 03.3
 OF2459
 OF2459|---------------------------------------------------------------------|
 OF2459| PID    Reference Object                     Distance      Geod. Az  |
 OF2459|                                                           dddmmss.s |
 OF2459| NB2031 WITTMAN                             APPROX. 0.9 KM 1994011.7 |
 OF2459|---------------------------------------------------------------------|
 OF2459
 OF2459                          SUPERSEDED SURVEY CONTROL
 OF2459
 OF2459  NAD 83(1986)-  43 00 19.81653(N)    077 46 51.72325(W) AD(       ) 2
 OF2459  NAD 27      -  43 00 19.59247(N)    077 46 52.70253(W) AD(       ) 2
 OF2459  NGVD 29 (07/19/86)  182.6    (m)          599.     (f) VERT ANG       
 OF2459
 OF2459.Superseded values are not recommended for survey control.
 OF2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2459.See file dsdata.txt to determine how the superseded data were derived.
 OF2459
 OF2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7333665179(NAD 83)
 OF2459_MARKER: DE = TRAVERSE STATION DISK
 OF2459_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2459
 OF2459  HISTORY     - Date     Condition        Report By
 OF2459  HISTORY     - 1973     MONUMENTED       NY-055
 OF2459  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 OF2459
 OF2459                          STATION DESCRIPTION
 OF2459
 OF2459'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2459'IN THE TOWN OF WHEATLAND ON QUAKER RD. (RT. 251) 0.55 MI. E. OF
 OF2459'UNION ST. (RT. 170) AND 0.75 MI. W. OF BOWERMAN RD. (RT. 176)
 OF2459'
 OF2459'15.3 FT S. OF CENTERLINE QUAKER RD.
 OF2459'
 OF2459'40.4 FT S.E. OF UTILITY POLE N.M. 136, RTC 166
 OF2459'
 OF2459'72.2 FT E. OF BASE OF TWIN TREES 3.4 FT IN DIAMETER
 OF2459'
 OF2459'75.6 FT W. OF W. RANGELINE HOUSE 1088
 OF2459'
 OF2459'126.1 FT + OR - S.W. OF S.E. CORNER HOUSE 1088
 OF2459'
 OF2459'105.6 FT + OR - S.W. OF S.W. CORNER HOUSE 1088
 OF2459'
 OF2459'4.0 FT N. OF M.C. WITNESS SIGN
 OF2459'
 OF2459'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2459'4917 IN THE TOP OF A CONCRETE POST COVERED 0.6 FT
 OF2459
 OF2459                          STATION RECOVERY (1996)
 OF2459
 OF2459'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2458 ***********************************************************************
 OF2458  DESIGNATION -  4918
 OF2458  PID         -  OF2458
 OF2458  STATE/COUNTY-  NY/MONROE
 OF2458  USGS QUAD   -  CLIFTON (1971)
 OF2458
 OF2458                         *CURRENT SURVEY CONTROL
 OF2458  ___________________________________________________________________
 OF2458* NAD 83(1996)-  43 00 22.25774(N)    077 46 02.07113(W)     ADJUSTED  
 OF2458* NAVD 88     -       175.8    (meters)     577.     (feet)  VERTCON   
 OF2458  ___________________________________________________________________
 OF2458  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 OF2458  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OF2458
 OF2458  HORZ ORDER  -  SECOND
 OF2458
 OF2458.The horizontal coordinates were established by classical geodetic methods
 OF2458.and adjusted by the National Geodetic Survey in January 1999..
 OF2458
 OF2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2458
 OF2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2458
 OF2458.The geoid height was determined by GEOID03.
 OF2458
 OF2458;                    North         East     Units Scale Factor Converg.
 OF2458;SPC NY W     -   334,180.047   416,534.208   MT  0.99999194   +0 33 24.0
 OF2458;SPC NY W     - 1,096,389.04  1,366,579.31   sFT  0.99999194   +0 33 24.0
 OF2458;UTM  18      - 4,765,217.769   274,463.048   MT  1.00022581   -1 53 17.8
 OF2458
 OF2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2458!SPC NY W     -   0.99997790  x   0.99999194  =   0.99996984
 OF2458!UTM  18      -   0.99997790  x   1.00022581  =   1.00020371
 OF2458
 OF2458:                Primary Azimuth Mark                     Grid Az
 OF2458:SPC NY W     -  4919                                     093 17 30.2
 OF2458:UTM  18      -  4919                                     095 44 12.0
 OF2458
 OF2458|---------------------------------------------------------------------|
 OF2458| PID    Reference Object                     Distance      Geod. Az  |
 OF2458|                                                           dddmmss.s |
 OF2458| OF2460 4919                                APPROX. 0.9 KM 0935054.2 |
 OF2458|---------------------------------------------------------------------|
 OF2458
 OF2458                          SUPERSEDED SURVEY CONTROL
 OF2458
 OF2458  NAD 83(1986)-  43 00 22.26485(N)    077 46 02.06883(W) AD(       ) 2
 OF2458  NAD 27      -  43 00 22.04043(N)    077 46 03.04975(W) AD(       ) 2
 OF2458  NGVD 29 (07/19/86)  176.0    (m)          577.     (f) VERT ANG       
 OF2458
 OF2458.Superseded values are not recommended for survey control.
 OF2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2458.See file dsdata.txt to determine how the superseded data were derived.
 OF2458
 OF2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7446365218(NAD 83)
 OF2458_MARKER: DE = TRAVERSE STATION DISK
 OF2458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2458
 OF2458  HISTORY     - Date     Condition        Report By
 OF2458  HISTORY     - 1973     MONUMENTED       NY-055
 OF2458  HISTORY     - 19960506 GOOD             USPSQD
 OF2458
 OF2458                          STATION DESCRIPTION
 OF2458
 OF2458'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2458'IN THE TOWN OF WHEATLAND, ON QUAKER RD.(RT. 251), 0.05 MI.
 OF2458'W. OF BOWERMAN RD. (RT. 176)
 OF2458'
 OF2458'15.8 FT N. OF CENTERLINE QUAKER RD.
 OF2458'
 OF2458'38.5 FT N.W. OF UTILITY POLE N.M. 117, RTC 140, 141
 OF2458'
 OF2458'30.2 FT W. OF W. RANGELINE HOUSE 782
 OF2458'
 OF2458'80.8 FT S.W. OF S.E. CORNER HOUSE 782
 OF2458'
 OF2458'5.4 FT S. OF M.C. WITNESS SIGN
 OF2458'
 OF2458'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2458'4918 IN THE TOP OF A CONCRETE POST COVERED 0.8 FT
 OF2458
 OF2458                          STATION RECOVERY (1996)
 OF2458
 OF2458'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2460 ***********************************************************************
 OF2460  DESIGNATION -  4919
 OF2460  PID         -  OF2460
 OF2460  STATE/COUNTY-  NY/MONROE
 OF2460  USGS QUAD   -  CLIFTON (1971)
 OF2460
 OF2460                         *CURRENT SURVEY CONTROL
 OF2460  ___________________________________________________________________
 OF2460* NAD 83(1996)-  43 00 20.24361(N)    077 45 21.31521(W)     ADJUSTED  
 OF2460* NAVD 88     -       191.9    (meters)     630.     (feet)  VERTCON   
 OF2460  ___________________________________________________________________
 OF2460  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 OF2460  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OF2460
 OF2460  HORZ ORDER  -  SECOND
 OF2460
 OF2460.The horizontal coordinates were established by classical geodetic methods
 OF2460.and adjusted by the National Geodetic Survey in January 1999..
 OF2460
 OF2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2460
 OF2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2460
 OF2460.The geoid height was determined by GEOID03.
 OF2460
 OF2460;                    North         East     Units Scale Factor Converg.
 OF2460;SPC NY W     -   334,126.926   417,457.810   MT  0.99999346   +0 33 51.7
 OF2460;SPC NY W     - 1,096,214.76  1,369,609.50   sFT  0.99999346   +0 33 51.7
 OF2460;UTM  18      - 4,765,125.275   275,383.754   MT  1.00022071   -1 52 49.9
 OF2460
 OF2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2460!SPC NY W     -   0.99997538  x   0.99999346  =   0.99996884
 OF2460!UTM  18      -   0.99997538  x   1.00022071  =   1.00019608
 OF2460
 OF2460:                Primary Azimuth Mark                     Grid Az
 OF2460:SPC NY W     -  4920                                     090 48 18.6
 OF2460:UTM  18      -  4920                                     093 15 00.2
 OF2460
 OF2460|---------------------------------------------------------------------|
 OF2460| PID    Reference Object                     Distance      Geod. Az  |
 OF2460|                                                           dddmmss.s |
 OF2460| OF2461 4920                                479.132 METERS 0912210.3 |
 OF2460|---------------------------------------------------------------------|
 OF2460
 OF2460                          SUPERSEDED SURVEY CONTROL
 OF2460
 OF2460  NAD 83(1986)-  43 00 20.25078(N)    077 45 21.31292(W) AD(       ) 2
 OF2460  NAD 27      -  43 00 20.02596(N)    077 45 22.29511(W) AD(       ) 2
 OF2460  NGVD 29 (07/19/86)  192.1    (m)          630.     (f) VERT ANG       
 OF2460
 OF2460.Superseded values are not recommended for survey control.
 OF2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2460.See file dsdata.txt to determine how the superseded data were derived.
 OF2460
 OF2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7538465125(NAD 83)
 OF2460_MARKER: DE = TRAVERSE STATION DISK
 OF2460_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2460
 OF2460  HISTORY     - Date     Condition        Report By
 OF2460  HISTORY     - 1973     MONUMENTED       NY-055
 OF2460  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 OF2460
 OF2460                          STATION DESCRIPTION
 OF2460
 OF2460'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2460'IN THE TOWN OF WHEATLAND ON QUAKER RD, 0.45 MI. E. OF BOWERMAN
 OF2460'RD. AND 0.55 MI. W. OF RIVER RD.
 OF2460'
 OF2460'15.5 FT S. OF CENTERLINE QUAKER RD.
 OF2460'
 OF2460'12.2 FT E. OF E. RANGELINE OF GARAGE OF HOUSE 544
 OF2460'
 OF2460'50.0 FT S.W. OF 6 IN X 12 IN WOOD POST AT S. END OF BARB WIRE
 OF2460'FENCE.
 OF2460'
 OF2460'69.0 FT S.W. OF UTILITY POLE NLO 103
 OF2460'
 OF2460'65.3 FT S.W. OF GAS VENT
 OF2460'
 OF2460'53.6 FT W. OF UTILITY POLE NLO 103-1
 OF2460'
 OF2460'20.6 FT N.W. OF GAS VENT
 OF2460'
 OF2460'3.3 FT N. OF M.C. WITNESS SIGN
 OF2460'
 OF2460'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2460'4919 IN THE TOP OF A CONCRETE POST COVERED 1.FT.
 OF2460
 OF2460                          STATION RECOVERY (1996)
 OF2460
 OF2460'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0368 ***********************************************************************
 KV0368  DESIGNATION -  492 BOR
 KV0368  PID         -  KV0368
 KV0368  STATE/COUNTY-  NY/RICHMOND
 KV0368  USGS QUAD   -  ARTHUR KILL (1981)
 KV0368
 KV0368                         *CURRENT SURVEY CONTROL
 KV0368  ___________________________________________________________________
 KV0368* NAD 83(1986)-  40 31 33.     (N)    074 10 05.     (W)     SCALED    
 KV0368* NAVD 88     -         9.253  (meters)      30.36   (feet)  ADJUSTED  
 KV0368  ___________________________________________________________________
 KV0368  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0368  DYNAMIC HT  -           9.249 (meters)      30.34  (feet)  COMP
 KV0368  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 KV0368
 KV0368  VERT ORDER  -  FIRST     CLASS II
 KV0368
 KV0368.The horizontal coordinates were scaled from a topographic map and have
 KV0368.an estimated accuracy of +/- 6 seconds.
 KV0368
 KV0368.The orthometric height was determined by differential leveling
 KV0368.and adjusted by the National Geodetic Survey in June 1991..
 KV0368
 KV0368.The geoid height was determined by GEOID03.
 KV0368
 KV0368.The dynamic height is computed by dividing the NAVD 88
 KV0368.geopotential number by the normal gravity value computed on the
 KV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0368.degrees latitude (g = 980.6199 gals.).
 KV0368
 KV0368.The modeled gravity was interpolated from observed gravity values.
 KV0368
 KV0368;                    North         East    Units  Estimated Accuracy
 KV0368;SPC NY L     -    39,900.      285,760.      MT  (+/- 180 meters Scaled)
 KV0368
 KV0368                          SUPERSEDED SURVEY CONTROL
 KV0368
 KV0368  NGVD 29 (04/16/92)    9.577  (m)           31.42   (f) ADJUSTED    1 2
 KV0368
 KV0368.Superseded values are not recommended for survey control.
 KV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0368.See file dsdata.txt to determine how the superseded data were derived.
 KV0368
 KV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK704864(NAD 83)
 KV0368_MARKER: Q = CHISELED SQUARE
 KV0368_SETTING: 66 = SET IN ROCK OUTCROP
 KV0368_SP_SET: ROCK OUTCROP
 KV0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV0368+STABILITY: POSITION/ELEVATION WELL
 KV0368
 KV0368  HISTORY     - Date     Condition        Report By
 KV0368  HISTORY     - 1952     MONUMENTED       NY-085
 KV0368  HISTORY     - 1952     GOOD             CGS
 KV0368
 KV0368                          STATION DESCRIPTION
 KV0368
 KV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0368'AT STATEN ISLAND.
 KV0368'ON STATEN ISLAND, NEAR ANNADALE, AT THE JUNCTION OF HYLAN
 KV0368'BOULEVARD AND ALLEN PLACE, ON OUTLINES CIRCLE ON THE TOP OF AN
 KV0368'OUTCROPPING ROCK ABOUT 5 BY 5 FEET AND 18 INCHES HIGH, 100 FEET
 KV0368'SOUTH OF CENTER LINE OF HYLAN BOULEVARD, 68 FEET WEST OF ALLEN
 KV0368'PLACE, 53 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF A TWO-STORY
 KV0368'HOUSE, 73 FEET EAST OF BRICK CHIMNEY OF HOUSE NO. 4876 HYLAN
 KV0368'BOULEVARD, AND ABOUT 8 FEET ABOVE LEVEL OF HYLAN BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2461 ***********************************************************************
 OF2461  DESIGNATION -  4920
 OF2461  PID         -  OF2461
 OF2461  STATE/COUNTY-  NY/MONROE
 OF2461  USGS QUAD   -  CLIFTON (1971)
 OF2461
 OF2461                         *CURRENT SURVEY CONTROL
 OF2461  ___________________________________________________________________
 OF2461* NAD 83(1996)-  43 00 19.87198(N)    077 45 00.16589(W)     ADJUSTED  
 OF2461* NAVD 88     -       192.8    (meters)     633.     (feet)  VERTCON   
 OF2461  ___________________________________________________________________
 OF2461  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 OF2461  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OF2461
 OF2461  HORZ ORDER  -  SECOND
 OF2461
 OF2461.The horizontal coordinates were established by classical geodetic methods
 OF2461.and adjusted by the National Geodetic Survey in January 1999..
 OF2461
 OF2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2461
 OF2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2461
 OF2461.The geoid height was determined by GEOID03.
 OF2461
 OF2461;                    North         East     Units Scale Factor Converg.
 OF2461;SPC NY W     -   334,120.193   417,936.891   MT  0.99999426   +0 34 06.2
 OF2461;SPC NY W     - 1,096,192.67  1,371,181.28   sFT  0.99999426   +0 34 06.2
 OF2461;UTM  18      - 4,765,098.106   275,862.220   MT  1.00021807   -1 52 35.4
 OF2461
 OF2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2461!SPC NY W     -   0.99997524  x   0.99999426  =   0.99996950
 OF2461!UTM  18      -   0.99997524  x   1.00021807  =   1.00019330
 OF2461
 OF2461:                Primary Azimuth Mark                     Grid Az
 OF2461:SPC NY W     -  4922                                     091 18 45.8
 OF2461:UTM  18      -  4922                                     093 45 27.4
 OF2461
 OF2461|---------------------------------------------------------------------|
 OF2461| PID    Reference Object                     Distance      Geod. Az  |
 OF2461|                                                           dddmmss.s |
 OF2461| OF2199 4922                                APPROX. 0.7 KM 0915252.0 |
 OF2461|---------------------------------------------------------------------|
 OF2461
 OF2461                          SUPERSEDED SURVEY CONTROL
 OF2461
 OF2461  NAD 83(1986)-  43 00 19.87918(N)    077 45 00.16364(W) AD(       ) 2
 OF2461  NAD 27      -  43 00 19.65414(N)    077 45 01.14661(W) AD(       ) 2
 OF2461  NGVD 29 (07/19/86)  193.0    (m)          633.     (f) VERT ANG       
 OF2461
 OF2461.Superseded values are not recommended for survey control.
 OF2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2461.See file dsdata.txt to determine how the superseded data were derived.
 OF2461
 OF2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7586265098(NAD 83)
 OF2461_MARKER: DE = TRAVERSE STATION DISK
 OF2461_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2461
 OF2461  HISTORY     - Date     Condition        Report By
 OF2461  HISTORY     - 1973     MONUMENTED       NY-055
 OF2461  HISTORY     - 1977     GOOD             NY-055
 OF2461  HISTORY     - 19960506 GOOD             USPSQD
 OF2461
 OF2461                          STATION DESCRIPTION
 OF2461
 OF2461'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2461'IN THE TOWN OF WHEATLAND, ON QUAKER RD., (RT. 251) 0.75 MI. E.
 OF2461'OF BOWERMAN RD. (RT. 176) AND 0.25 MI. W. OF RIVER RD. (RT. 84)
 OF2461'
 OF2461'17.8 FT N. OF CENTERLINE QUAKER RD.
 OF2461'
 OF2461'53.0 FT N.E. OF UTILITY POLE N.M. 99, 1 RTC 109
 OF2461'
 OF2461'25.0 FT S.E. OF UTILITY POLE NLO 99
 OF2461'
 OF2461'36.8 FT W. OF W. RANGELINE HOUSE 409
 OF2461'
 OF2461'5.3 FT S. OF BARB WIRE FENCE
 OF2461'
 OF2461'135.0 FT N.W. OF N.E. CORNER OF HOUSE
 OF2461'
 OF2461'123.0 FT N.W. OF OF N.W. CORNER OF HOSE
 OF2461'
 OF2461'4.3 FT S. OF M.C. WITNESS SIGN
 OF2461'
 OF2461'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2461'4920 IN THE TOP OF A CONCRETE POST COVERED 1 FT.
 OF2461
 OF2461                          STATION RECOVERY (1977)
 OF2461
 OF2461'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2461'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2461
 OF2461                          STATION RECOVERY (1996)
 OF2461
 OF2461'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2198 ***********************************************************************
 OF2198  DESIGNATION -  4921
 OF2198  PID         -  OF2198
 OF2198  STATE/COUNTY-  NY/MONROE
 OF2198  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2198
 OF2198                         *CURRENT SURVEY CONTROL
 OF2198  ___________________________________________________________________
 OF2198* NAD 83(1996)-  43 00 19.21102(N)    077 44 43.61823(W)     ADJUSTED  
 OF2198* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 OF2198  ___________________________________________________________________
 OF2198  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 OF2198  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OF2198
 OF2198  HORZ ORDER  -  SECOND
 OF2198
 OF2198.The horizontal coordinates were established by classical geodetic methods
 OF2198.and adjusted by the National Geodetic Survey in January 1999..
 OF2198
 OF2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2198
 OF2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2198
 OF2198.The geoid height was determined by GEOID03.
 OF2198
 OF2198;                    North         East     Units Scale Factor Converg.
 OF2198;SPC NY W     -   334,103.525   418,311.849   MT  0.99999489   +0 34 17.5
 OF2198;SPC NY W     - 1,096,137.98  1,372,411.46   sFT  0.99999489   +0 34 17.5
 OF2198;UTM  18      - 4,765,065.451   276,236.210   MT  1.00021601   -1 52 24.1
 OF2198
 OF2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2198!SPC NY W     -   0.99997773  x   0.99999489  =   0.99997262
 OF2198!UTM  18      -   0.99997773  x   1.00021601  =   1.00019374
 OF2198
 OF2198:                Primary Azimuth Mark                     Grid Az
 OF2198:SPC NY W     -  NEW YORK ST A I SCH STANDPIPE            105 47 00.0
 OF2198:UTM  18      -  NEW YORK ST A I SCH STANDPIPE            108 13 41.6
 OF2198
 OF2198|---------------------------------------------------------------------|
 OF2198| PID    Reference Object                     Distance      Geod. Az  |
 OF2198|                                                           dddmmss.s |
 OF2198| NB1999 NEW YORK ST A I SCH STANDPIPE       APPROX. 2.9 KM 1062117.5 |
 OF2198| OF2213 STAKE 1                             361.662 METERS 16804     |
 OF2198| OF2461 4920                                375.331 METERS 27307     |
 OF2198|---------------------------------------------------------------------|
 OF2198
 OF2198                          SUPERSEDED SURVEY CONTROL
 OF2198
 OF2198  NAD 83(1986)-  43 00 19.21823(N)    077 44 43.61607(W) AD(       ) 2
 OF2198  NAD 27      -  43 00 18.99281(N)    077 44 44.59281(W) AD(       ) 2
 OF2198  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 OF2198
 OF2198.Superseded values are not recommended for survey control.
 OF2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2198.See file dsdata.txt to determine how the superseded data were derived.
 OF2198
 OF2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7623665065(NAD 83)
 OF2198_MARKER: DE = TRAVERSE STATION DISK
 OF2198_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2198
 OF2198  HISTORY     - Date     Condition        Report By
 OF2198  HISTORY     - 1973     MONUMENTED       NY-055
 OF2198  HISTORY     - 1977     GOOD             NY-055
 OF2198  HISTORY     - 19970426 GOOD             USPSQD
 OF2198
 OF2198                          STATION DESCRIPTION
 OF2198
 OF2198'DESCRIBED BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2198'IN THE TOWN OF WHEATLAND, AT THE INTERSECTION OF QUAKER RD.
 OF2198'(RT. 251) AND W. RIVER RD. (RT. 383)
 OF2198'
 OF2198'11.0 FT S. OF CENTERLINE QUAKER RD.
 OF2198'
 OF2198'13.2 FT W. OF RIVER RD.
 OF2198'
 OF2198'60.0 FT S.W. OF UTILITY POLE NM 94, 310, 355, RTC1
 OF2198'
 OF2198'52.2 FT N.W. OF UTILITY POLE RTC 48
 OF2198'
 OF2198'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2198'4921 IN THE TOP OF A CONCRETE POST COVERED 1 FT. AND IN A CAST
 OF2198'IRON FRAME AND COVER.
 OF2198
 OF2198                          STATION RECOVERY (1977)
 OF2198
 OF2198'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2198'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2198
 OF2198                          STATION RECOVERY (1997)
 OF2198
 OF2198'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2008 ***********************************************************************
 NB2008  DESIGNATION -  4925
 NB2008  PID         -  NB2008
 NB2008  STATE/COUNTY-  NY/MONROE
 NB2008  USGS QUAD   -  RUSH (1976)
 NB2008
 NB2008                         *CURRENT SURVEY CONTROL
 NB2008  ___________________________________________________________________
 NB2008* NAD 83(1996)-  42 59 27.54823(N)    077 44 04.71296(W)     ADJUSTED  
 NB2008* NAVD 88     -       165.1    (meters)     542.     (feet)  VERTCON   
 NB2008  ___________________________________________________________________
 NB2008  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 NB2008  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NB2008
 NB2008  HORZ ORDER  -  SECOND
 NB2008
 NB2008.The horizontal coordinates were established by classical geodetic methods
 NB2008.and adjusted by the National Geodetic Survey in January 1999..
 NB2008
 NB2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2008
 NB2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2008
 NB2008.The geoid height was determined by GEOID03.
 NB2008
 NB2008;                    North         East     Units Scale Factor Converg.
 NB2008;SPC NY W     -   332,518.192   419,209.045   MT  0.99999640   +0 34 43.4
 NB2008;SPC NY W     - 1,090,936.77  1,375,355.01   sFT  0.99999640   +0 34 43.4
 NB2008;UTM  18      - 4,763,442.939   277,065.151   MT  1.00021145   -1 51 55.7
 NB2008
 NB2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2008!SPC NY W     -   0.99997958  x   0.99999640  =   0.99997598
 NB2008!UTM  18      -   0.99997958  x   1.00021145  =   1.00019102
 NB2008
 NB2008:                Primary Azimuth Mark                     Grid Az
 NB2008:SPC NY W     -  NEW YORK ST A I SCH STANDPIPE            066 59 05.6
 NB2008:UTM  18      -  NEW YORK ST A I SCH STANDPIPE            069 25 44.7
 NB2008
 NB2008|---------------------------------------------------------------------|
 NB2008| PID    Reference Object                     Distance      Geod. Az  |
 NB2008|                                                           dddmmss.s |
 NB2008| NB1999 NEW YORK ST A I SCH STANDPIPE       APPROX. 2.0 KM 0673349.0 |
 NB2008| NB2006 CLM FITCH                           401.246 METERS 1343359.3 |
 NB2008| NB2007 REBAR 2                             308.428 METERS 15620     |
 NB2008| NB2009 REBAR 1                             466.271 METERS 3361800.2 |
 NB2008|---------------------------------------------------------------------|
 NB2008
 NB2008                          SUPERSEDED SURVEY CONTROL
 NB2008
 NB2008  NAD 83(1986)-  42 59 27.55520(N)    077 44 04.71028(W) AD(       ) 2
 NB2008  NAD 27      -  42 59 27.32883(N)    077 44 05.69626(W) AD(       ) 2
 NB2008  NGVD 29 (07/19/86)  165.3    (m)          542.     (f) VERT ANG       
 NB2008
 NB2008.Superseded values are not recommended for survey control.
 NB2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2008.See file dsdata.txt to determine how the superseded data were derived.
 NB2008
 NB2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7706563443(NAD 83)
 NB2008_MARKER: DD = SURVEY DISK
 NB2008_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NB2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2008
 NB2008  HISTORY     - Date     Condition        Report By
 NB2008  HISTORY     - 1977     MONUMENTED       NY-055
 NB2008
 NB2008                          STATION DESCRIPTION
 NB2008
 NB2008'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2008'IN THE TOWN OF WHEATLAND ABOUT 1.0 MI S OF QUAKER RD RTE 251 ALONG THE
 NB2008'ABANDONED ROW OF THE PENSYLVANIA RR, ABOUT 1000 FT N OF THE COUNTY
 NB2008'LINE, ABOUT 1300 FT W OF THE W BANK OF THE GENESEE RIVER.  STATION IS
 NB2008'A STANDARD MCGS DISK IMBEDDED IN THE N CONCRETE ABUTMENT OF A CULVERT.
 NB2008'IT IS 9.7 FT NE OF THE SW CORNER AND 11.5 FT NW OF THE SE CORNER OF
 NB2008'THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2558 ***********************************************************************
 OF2558  DESIGNATION -  493
 OF2558  PID         -  OF2558
 OF2558  STATE/COUNTY-  NY/MONROE
 OF2558  USGS QUAD   -  HILTON (1976)
 OF2558
 OF2558                         *CURRENT SURVEY CONTROL
 OF2558  ___________________________________________________________________
 OF2558* NAD 83(1996)-  43 16 12.90390(N)    077 50 26.06725(W)     ADJUSTED  
 OF2558* NAVD 88     -       103.78   (+/-2cm)     340.5    (feet)  VERTCON   
 OF2558  ___________________________________________________________________
 OF2558  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 OF2558  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF2558
 OF2558  HORZ ORDER  -  SECOND
 OF2558  VERT ORDER  -  THIRD ? (See Below)
 OF2558
 OF2558.The horizontal coordinates were established by classical geodetic methods
 OF2558.and adjusted by the National Geodetic Survey in January 1999..
 OF2558
 OF2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2558.The vertical order pertains to the NGVD 29 superseded value.
 OF2558
 OF2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2558
 OF2558.The geoid height was determined by GEOID03.
 OF2558
 OF2558;                    North         East     Units Scale Factor Converg.
 OF2558;SPC NY W     -   363,459.691   410,295.518   MT  0.99998221   +0 30 32.9
 OF2558;SPC NY W     - 1,192,450.67  1,346,111.21   sFT  0.99998221   +0 30 32.9
 OF2558;UTM  18      - 4,794,744.883   269,480.940   MT  1.00025373   -1 56 52.4
 OF2558
 OF2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2558!SPC NY W     -   0.99998932  x   0.99998221  =   0.99997153
 OF2558!UTM  18      -   0.99998932  x   1.00025373  =   1.00024305
 OF2558
 OF2558                          SUPERSEDED SURVEY CONTROL
 OF2558
 OF2558  NAD 83(1986)-  43 16 12.91071(N)    077 50 26.06630(W) AD(       ) 2
 OF2558  NAD 27      -  43 16 12.69220(N)    077 50 27.02963(W) AD(       ) 2
 OF2558  NGVD 29 (07/19/86)  103.96   (m)          341.1    (f) LEVELING    3  
 OF2558
 OF2558.Superseded values are not recommended for survey control.
 OF2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2558.See file dsdata.txt to determine how the superseded data were derived.
 OF2558
 OF2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6948194745(NAD 83)
 OF2558_MARKER: DD = SURVEY DISK
 OF2558_SETTING: 0 = UNSPECIFIED SETTING
 OF2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF2558+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 OF2558
 OF2558  HISTORY     - Date     Condition        Report By
 OF2558  HISTORY     - UNK      MONUMENTED       NYGS
 OF2558  HISTORY     - 1942     GOOD             CGS
 OF2558  HISTORY     - 1969     GOOD             CGS
 OF2558  HISTORY     - 20060826 GOOD             USPSQD
 OF2558
 OF2558                          STATION DESCRIPTION
 OF2558
 OF2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2558'IN CLARKSON, 0.2 MILE SOUTH OF BURRITT ROAD, 17 FEET WEST OF
 OF2558'CENTER LINE OF PARMA-CLARKSON ROAD, 89 FEET EAST OF EAST RANGE
 OF2558'LINE OF THE BEN UNTERBORN HOUSE, 86 FEET SOUTHEAST OF NORTHEAST
 OF2558'CORNER OF PORCH, AND 34 FEET NORTHEAST OF 24-INCH WALNUT TREE AT
 OF2558'INTERSECTION OF WEST RIGHT-OF-WAY AND FARM FENCES.  STATION IS A
 OF2558'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH
 OF2558'WITH GROUND.
 OF2558
 OF2558                          STATION RECOVERY (1969)
 OF2558
 OF2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2558'ORIGINAL DESCRIPTION IS ADEQUATE
 OF2558
 OF2558                          STATION RECOVERY (2006)
 OF2558
 OF2558'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 OF2558'MARK IS LOCATED UNDER A ROCK FENCE. THIS WAS VERIFIED BY PROPERTY
 OF2558'OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0558 ***********************************************************************
 OE0558  DESIGNATION -  49.5
 OE0558  PID         -  OE0558
 OE0558  STATE/COUNTY-  NY/HERKIMER
 OE0558  USGS QUAD   -  HINCKLEY (1978)
 OE0558
 OE0558                         *CURRENT SURVEY CONTROL
 OE0558  ___________________________________________________________________
 OE0558* NAD 83(1986)-  43 36 54.     (N)    075 05 32.     (W)     SCALED    
 OE0558* NAVD 88     -       462.76   (+/-2cm)    1518.2    (feet)  VERTCON   
 OE0558  ___________________________________________________________________
 OE0558  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 OE0558
 OE0558  VERT ORDER  -  ? (See Below)
 OE0558
 OE0558.The horizontal coordinates were scaled from a topographic map and have
 OE0558.an estimated accuracy of +/- 6 seconds.
 OE0558
 OE0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0558.The vertical order pertains to the NGVD 29 superseded value.
 OE0558
 OE0558.The geoid height was determined by GEOID03.
 OE0558
 OE0558;                    North         East    Units  Estimated Accuracy
 OE0558;SPC NY E     -   531,160.      102,200.      MT  (+/- 180 meters Scaled)
 OE0558
 OE0558                          SUPERSEDED SURVEY CONTROL
 OE0558
 OE0558  NGVD 29 (??/??/92)  462.819  (m)         1518.43   (f) ADJ UNCH    ?  
 OE0558
 OE0558.Superseded values are not recommended for survey control.
 OE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0558.See file dsdata.txt to determine how the superseded data were derived.
 OE0558
 OE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP925291(NAD 83)
 OE0558_MARKER: DD = SURVEY DISK
 OE0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0558_SP_SET: BRIDGE
 OE0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0558
 OE0558  HISTORY     - Date     Condition        Report By
 OE0558  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0558  HISTORY     - 1931     GOOD             NGS
 OE0558
 OE0558                          STATION DESCRIPTION
 OE0558
 OE0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0558'0.5 MI N FROM MCKEEVER.
 OE0558'ON RAILROAD BRIDGE NO. 35 OVER THE MOOSE RIVER. ON THE EAST END OF THE
 OE0558'SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0815 ***********************************************************************
 NB0815  DESIGNATION -  5
 NB0815  PID         -  NB0815
 NB0815  STATE/COUNTY-  NY/ONTARIO
 NB0815  USGS QUAD   -  PHELPS (1953)
 NB0815
 NB0815                         *CURRENT SURVEY CONTROL
 NB0815  ___________________________________________________________________
 NB0815* NAD 83(1986)-  42 55 10.     (N)    077 06 46.     (W)     SCALED    
 NB0815* NAVD 88     -       218.886  (meters)     718.13   (feet)  ADJUSTED  
 NB0815  ___________________________________________________________________
 NB0815  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NB0815  DYNAMIC HT  -         218.825 (meters)     717.93  (feet)  COMP
 NB0815  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 NB0815
 NB0815  VERT ORDER  -  SECOND    CLASS 0
 NB0815
 NB0815.The horizontal coordinates were scaled from a topographic map and have
 NB0815.an estimated accuracy of +/- 6 seconds.
 NB0815
 NB0815.The orthometric height was determined by differential leveling
 NB0815.and adjusted by the National Geodetic Survey in June 1991..
 NB0815
 NB0815.The geoid height was determined by GEOID03.
 NB0815
 NB0815.The dynamic height is computed by dividing the NAVD 88
 NB0815.geopotential number by the normal gravity value computed on the
 NB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0815.degrees latitude (g = 980.6199 gals.).
 NB0815
 NB0815.The modeled gravity was interpolated from observed gravity values.
 NB0815
 NB0815;                    North         East    Units  Estimated Accuracy
 NB0815;SPC NY C     -   324,360.      206,780.      MT  (+/- 180 meters Scaled)
 NB0815
 NB0815                          SUPERSEDED SURVEY CONTROL
 NB0815
 NB0815  NGVD 29 (??/??/92)  219.040  (m)          718.63   (f) ADJ UNCH    2 0
 NB0815
 NB0815.Superseded values are not recommended for survey control.
 NB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0815.See file dsdata.txt to determine how the superseded data were derived.
 NB0815
 NB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN275540(NAD 83)
 NB0815_MARKER: B = BOLT
 NB0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0815_SP_SET: BRIDGE ABUTMENT
 NB0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0815
 NB0815  HISTORY     - Date     Condition        Report By
 NB0815  HISTORY     - UNK      MONUMENTED       PRR
 NB0815  HISTORY     - 1935     GOOD             NGS
 NB0815  HISTORY     - 1985     GOOD             USPSQD
 NB0815  HISTORY     - 1989     GOOD             USPSQD
 NB0815  HISTORY     - 20021109 GOOD             USPSQD
 NB0815
 NB0815                          STATION DESCRIPTION
 NB0815
 NB0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0815'AT ORLEANS.
 NB0815'IS LOCATED 600 FT. NORTH OF THE DEPOT. ON EAST END OF BACK WALL OF
 NB0815'SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 6.71 OVER PUBLIC ROAD.
 NB0815
 NB0815                          STATION RECOVERY (1985)
 NB0815
 NB0815'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0815'THE PENNSYLVANIA RAILROAD HAS BEEN ABANDONE. THE RAILS AND TIES HAVE
 NB0815'BEEN REMOVED. THE BRIDGE NO. 6.71 STILL EXISTS. IT IS LOCATED 1 FOOT
 NB0815'SOUTH OF THE NORTH FACE OF THE ABUTMENT, AND 9-INCHES WEST OF THE
 NB0815'EAST END OF THE TOP SURFACE OF THE ABUTMENT.
 NB0815
 NB0815                          STATION RECOVERY (1989)
 NB0815
 NB0815'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0815'RECOVERED IN GOOD CONDITION.
 NB0815
 NB0815                          STATION RECOVERY (2002)
 NB0815
 NB0815'RECOVERY NOTE BY US POWER SQUADRON 2002 (DB)
 NB0815'MARK ON CURRENT PROPERTY OF ONTARIO PATHWAYS, INC., N OF EXISTING
 NB0815'WATER TOWER AT ORLEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3351 ***********************************************************************
 KV3351  DESIGNATION -  5
 KV3351  PID         -  KV3351
 KV3351  STATE/COUNTY-  NY/RICHMOND
 KV3351  USGS QUAD   -  JERSEY CITY (1981)
 KV3351
 KV3351                         *CURRENT SURVEY CONTROL
 KV3351  ___________________________________________________________________
 KV3351* NAD 83(1986)-  40 38 40.     (N)    074 06 39.     (W)     SCALED    
 KV3351* NAVD 88     -         5.734  (meters)      18.81   (feet)  ADJUSTED  
 KV3351  ___________________________________________________________________
 KV3351  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV3351  DYNAMIC HT  -           5.731 (meters)      18.80  (feet)  COMP
 KV3351  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KV3351
 KV3351  VERT ORDER  -  FIRST     CLASS II
 KV3351
 KV3351.The horizontal coordinates were scaled from a topographic map and have
 KV3351.an estimated accuracy of +/- 6 seconds.
 KV3351
 KV3351.The orthometric height was determined by differential leveling
 KV3351.and adjusted by the National Geodetic Survey in June 1991..
 KV3351
 KV3351.The geoid height was determined by GEOID03.
 KV3351
 KV3351.The dynamic height is computed by dividing the NAVD 88
 KV3351.geopotential number by the normal gravity value computed on the
 KV3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3351.degrees latitude (g = 980.6199 gals.).
 KV3351
 KV3351.The modeled gravity was interpolated from observed gravity values.
 KV3351
 KV3351;                    North         East    Units  Estimated Accuracy
 KV3351;SPC NY L     -    53,060.      290,630.      MT  (+/- 180 meters Scaled)
 KV3351
 KV3351                          SUPERSEDED SURVEY CONTROL
 KV3351
 KV3351  NGVD 29 (04/16/92)    6.069  (m)           19.91   (f) ADJUSTED    1 2
 KV3351
 KV3351.Superseded values are not recommended for survey control.
 KV3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3351.See file dsdata.txt to determine how the superseded data were derived.
 KV3351
 KV3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK751996(NAD 83)
 KV3351_MARKER: O = CHISELED CIRCLE
 KV3351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3351_SP_SET: BUILDING
 KV3351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3351
 KV3351  HISTORY     - Date     Condition        Report By
 KV3351  HISTORY     - UNK      MONUMENTED       BOR
 KV3351  HISTORY     - 1952     GOOD             CGS
 KV3351  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 KV3351  HISTORY     - 19960922 MARK NOT FOUND   USPSQD
 KV3351  HISTORY     - 20060529 MARK NOT FOUND   GEOCAC
 KV3351
 KV3351                          STATION DESCRIPTION
 KV3351
 KV3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV3351'AT STATEN ISLAND.
 KV3351'ON STATEN ISLAND, AT WEST BRIGHTON, ALONG RICHMOND TERRACE AT
 KV3351'THE JUNCTION OF DAVIS AVENUE, ON THE NORTH SIDE OF RICHMOND
 KV3351'TERRACE, AN OUTLINE CIRCLE ON THE TOP OF THE CORNER OF WATER
 KV3351'TABLE AT SOUTHWEST CORNER OF A BUILDING OF STATEN ISLAND EDISON
 KV3351'CORPORATION AND ABOUT 4 FEET ABOVE SIDEWALK.
 KV3351
 KV3351                          STATION RECOVERY (1995)
 KV3351
 KV3351'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3351'MARK NOT FOUND.
 KV3351
 KV3351                          STATION RECOVERY (1996)
 KV3351
 KV3351'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3351'MARK NOT FOUND.
 KV3351
 KV3351                          STATION RECOVERY (2006)
 KV3351
 KV3351'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV3351'THERE IS NO BUILDING ON THE NORTH SIDE OF RICHMOND TERRACE AT THIS
 KV3351'POSITION.  THERE IS ONLY AN EMPTY LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0530 ***********************************************************************
 PH0530  DESIGNATION -  5
 PH0530  PID         -  PH0530
 PH0530  STATE/COUNTY-  NY/ST LAWRENCE
 PH0530  USGS QUAD   -  MASSENA (1964)
 PH0530
 PH0530                         *CURRENT SURVEY CONTROL
 PH0530  ___________________________________________________________________
 PH0530* NAD 83(1986)-  44 57 50.     (N)    074 55 02.     (W)     SCALED    
 PH0530* NAVD 88     -        75.35   (+/-2cm)     247.2    (feet)  VERTCON   
 PH0530  ___________________________________________________________________
 PH0530  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PH0530
 PH0530  VERT ORDER  -  ? (See Below)
 PH0530
 PH0530.The horizontal coordinates were scaled from a topographic map and have
 PH0530.an estimated accuracy of +/- 6 seconds.
 PH0530
 PH0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0530.The vertical order pertains to the NGVD 29 superseded value.
 PH0530
 PH0530.The geoid height was determined by GEOID03.
 PH0530
 PH0530;                    North         East    Units  Estimated Accuracy
 PH0530;SPC NY E     -   680,950.      117,090.      MT  (+/- 180 meters Scaled)
 PH0530
 PH0530                          SUPERSEDED SURVEY CONTROL
 PH0530
 PH0530  NGVD 29 (??/??/92)   75.474  (m)          247.62   (f) ADJ UNCH    ?  
 PH0530
 PH0530.Superseded values are not recommended for survey control.
 PH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0530.See file dsdata.txt to determine how the superseded data were derived.
 PH0530
 PH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ065789(NAD 83)
 PH0530_MARKER: B = BOLT
 PH0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0530+STABILITY: SURFACE MOTION
 PH0530
 PH0530  HISTORY     - Date     Condition        Report By
 PH0530  HISTORY     - UNK      MONUMENTED       USLS
 PH0530  HISTORY     - 1943     GOOD             NGS
 PH0530
 PH0530                          STATION DESCRIPTION
 PH0530
 PH0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0530'1.4 MI NE FROM MASSENA POWER CANAL.
 PH0530'ABOUT 1.4 MILES NORTHEAST OF MASSENA POWER CANAL, ST. LAWRENCE COUNTY,
 PH0530'ON RIVER ROAD, AT A FORKS, ON THE FLOYD HOPSON PROPERTY, 77 FEET
 PH0530'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 105 FEET NORTH OF THE
 PH0530'NORTHWEST CORNER OF A LARGE RED BARN, 55 FEET NORTHWEST OF A FENCE
 PH0530'CORNER, 94 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 27-INCH MAPLE TREE,
 PH0530'AND 10 FEET NORTH OF THE EDGE OF THE MACADAM ROAD.  THE TOP OF A
 PH0530'1/4-INCH BRASS BOLT SET IN THE TOP OF A CONCRETE POST ABOUT 1-1/2 FEET
 PH0530'BELOW GROUND, AND PROJECTING ABOUT 1/2 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2176 ***********************************************************************
 MZ2176  DESIGNATION -  5
 MZ2176  PID         -  MZ2176
 MZ2176  STATE/COUNTY-  NY/COLUMBIA
 MZ2176  USGS QUAD   -  CEMENTON (1980)
 MZ2176
 MZ2176                         *CURRENT SURVEY CONTROL
 MZ2176  ___________________________________________________________________
 MZ2176* NAD 83(1996)-  42 08 56.10623(N)    073 53 33.46758(W)     ADJUSTED  
 MZ2176* NAVD 88     -                                                        
 MZ2176  ___________________________________________________________________
 MZ2176  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 MZ2176  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2176
 MZ2176  HORZ ORDER  -  THIRD
 MZ2176
 MZ2176.The horizontal coordinates were established by classical geodetic methods
 MZ2176.and adjusted by the National Geodetic Survey in January 1999..
 MZ2176
 MZ2176
 MZ2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2176
 MZ2176.The geoid height was determined by GEOID03.
 MZ2176
 MZ2176;                    North         East     Units Scale Factor Converg.
 MZ2176;SPC NY E     -   368,318.014   200,198.653   MT  0.99993100   +0 24 27.3
 MZ2176;SPC NY E     - 1,208,390.02    656,818.41   sFT  0.99993100   +0 24 27.3
 MZ2176;UTM  18      - 4,666,904.059   591,496.197   MT  0.99970301   +0 44 35.4
 MZ2176
 MZ2176                          SUPERSEDED SURVEY CONTROL
 MZ2176
 MZ2176  NAD 83(1986)-  42 08 56.10154(N)    073 53 33.47263(W) AD(       ) 4
 MZ2176  NAD 27      -  42 08 55.78000(N)    073 53 35.00000(W) AD(       ) 3
 MZ2176
 MZ2176.Superseded values are not recommended for survey control.
 MZ2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2176.See file dsdata.txt to determine how the superseded data were derived.
 MZ2176
 MZ2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9149666904(NAD 83)
 MZ2176
 MZ2176  HISTORY     - Date     Condition        Report By
 MZ2176  HISTORY     - 1934     MONUMENTED       CGS
 MZ2176
 MZ2176                          STATION DESCRIPTION
 MZ2176
 MZ2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2176'STATION IS ON E SIDE OF THE HUDSON RIVER 4725 FEET S OF N
 MZ2176'GERMANTOWN LANDING, NEAR TELEPHONE POLE NO.105-20, MARKED BY
 MZ2176'1/2-INCH PIPE WITH RAILROAD SPIKE DRIVEN IN TOP OF PIPE.
 MZ2176'
 MZ2176'SEE SKETCH BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0291 ***********************************************************************
 NC0291  DESIGNATION -  5 116
 NC0291  PID         -  NC0291
 NC0291  STATE/COUNTY-  NY/CATTARAUGUS
 NC0291  USGS QUAD   -  KNAPP CREEK (1979)
 NC0291
 NC0291                         *CURRENT SURVEY CONTROL
 NC0291  ___________________________________________________________________
 NC0291* NAD 83(1986)-  42 00 00.     (N)    078 37 10.     (W)     SCALED    
 NC0291* NAVD 88     -       434.521  (meters)    1425.59   (feet)  ADJUSTED  
 NC0291  ___________________________________________________________________
 NC0291  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NC0291  DYNAMIC HT  -         434.348 (meters)    1425.02  (feet)  COMP
 NC0291  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 NC0291
 NC0291  VERT ORDER  -  FIRST     CLASS I
 NC0291
 NC0291.The horizontal coordinates were scaled from a topographic map and have
 NC0291.an estimated accuracy of +/- 6 seconds.
 NC0291
 NC0291.The orthometric height was determined by differential leveling
 NC0291.and adjusted by the National Geodetic Survey in June 1991..
 NC0291
 NC0291.The geoid height was determined by GEOID03.
 NC0291
 NC0291.The dynamic height is computed by dividing the NAVD 88
 NC0291.geopotential number by the normal gravity value computed on the
 NC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0291.degrees latitude (g = 980.6199 gals.).
 NC0291
 NC0291.The modeled gravity was interpolated from observed gravity values.
 NC0291
 NC0291;                    North         East    Units  Estimated Accuracy
 NC0291;SPC NY W     -   222,100.      347,010.      MT  (+/- 180 meters Scaled)
 NC0291
 NC0291                          SUPERSEDED SURVEY CONTROL
 NC0291
 NC0291  NGVD 29 (??/??/92)  434.671  (m)         1426.08   (f) ADJ UNCH    1 1
 NC0291
 NC0291.Superseded values are not recommended for survey control.
 NC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0291.See file dsdata.txt to determine how the superseded data were derived.
 NC0291
 NC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG971525(NAD 83)
 NC0291_MARKER: DD = SURVEY DISK
 NC0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0291_STAMPING: 5-116
 NC0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0291+STABILITY: SURFACE MOTION
 NC0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0291+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 NC0291
 NC0291  HISTORY     - Date     Condition        Report By
 NC0291  HISTORY     - UNK      MONUMENTED       NYDPW
 NC0291  HISTORY     - 1967     GOOD             NGS
 NC0291  HISTORY     - 20020409 GOOD             USPSQD
 NC0291  HISTORY     - 20041220 GOOD             USPSQD
 NC0291  HISTORY     - 20060531 GOOD             USPSQD
 NC0291
 NC0291                          STATION DESCRIPTION
 NC0291
 NC0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0291'1.7 MI S FROM LIMESTONE.
 NC0291'ABOUT 1.7 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0291'CROSSING OF LIMESTONE RUN ROAD AT LIMESTONE, ABOUT 3.7 MILES NORTH
 NC0291'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT BRADFORD,
 NC0291'PENNSYLVANIA, ALONG U. S. HIGHWAY 219, NEAR THE NEW YORK-PENNSYLVANIA
 NC0291'STATE LINE, 349 FEET EAST OF THE EAST RAIL OF MAIN TRACK, 24 FEET WEST
 NC0291'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE
 NC0291'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 NC0291'THE LEVEL OF THE GROUND.
 NC0291
 NC0291                          STATION RECOVERY (2002)
 NC0291
 NC0291'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0291'RECOVERED IN GOOD CONDITION.
 NC0291
 NC0291                          STATION RECOVERY (2004)
 NC0291
 NC0291'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC0291'RECOVERED IN GOOD CONDITION.
 NC0291
 NC0291                          STATION RECOVERY (2006)
 NC0291
 NC0291'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0551 ***********************************************************************
 OG0551  DESIGNATION -  5 132 NYDPW 1972
 OG0551  PID         -  OG0551
 OG0551  STATE/COUNTY-  NY/ERIE
 OG0551  USGS QUAD   -  
 OG0551
 OG0551                         *CURRENT SURVEY CONTROL
 OG0551  ___________________________________________________________________
 OG0551* NAD 83(1996)-  43 04 56.36804(N)    078 41 48.15460(W)     ADJUSTED  
 OG0551* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 OG0551  ___________________________________________________________________
 OG0551  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OG0551  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OG0551
 OG0551  HORZ ORDER  -  SECOND
 OG0551
 OG0551.The horizontal coordinates were established by classical geodetic methods
 OG0551.and adjusted by the National Geodetic Survey in January 1999..
 OG0551
 OG0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0551
 OG0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0551
 OG0551.The geoid height was determined by GEOID03.
 OG0551
 OG0551;                    North         East     Units Scale Factor Converg.
 OG0551;SPC NY W     -   342,321.412   340,768.117   MT  0.99993855   -0 04 38.8
 OG0551;SPC NY W     - 1,123,099.50  1,118,003.40   sFT  0.99993855   -0 04 38.8
 OG0551;UTM  17      - 4,772,531.676   687,490.030   MT  1.00003246   +1 34 25.4
 OG0551
 OG0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0551!SPC NY W     -   0.99997766  x   0.99993855  =   0.99991621
 OG0551!UTM  17      -   0.99997766  x   1.00003246  =   1.00001012
 OG0551
 OG0551                          SUPERSEDED SURVEY CONTROL
 OG0551
 OG0551  NAD 83(1986)-  43 04 56.37435(N)    078 41 48.15238(W) AD(       ) 2
 OG0551  NAD 27      -  43 04 56.16662(N)    078 41 49.03940(W) AD(       ) 2
 OG0551  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 OG0551
 OG0551.Superseded values are not recommended for survey control.
 OG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0551.See file dsdata.txt to determine how the superseded data were derived.
 OG0551
 OG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8749072532(NAD 83)
 OG0551_MARKER: DD = SURVEY DISK
 OG0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0551+STABILITY: SURFACE MOTION
 OG0551
 OG0551  HISTORY     - Date     Condition        Report By
 OG0551  HISTORY     - 1972     MONUMENTED       NYDPW
 OG0551
 OG0551                          STATION DESCRIPTION
 OG0551
 OG0551'DESCRIBED BY NY DEPT OF PUB WORKS 1972 (HLM)
 OG0551'STATION IS A DEPARTMENT OF PUBLIC WORKS DISK SET IN THE TOP OF AN
 OG0551'8-INCH ROUND CONCRETE POST WHICH PROJECTS 1 INCH AND BELONGS TO
 OG0551'THE STATE OF NEW YORK.  FOR THE WRITE-UP AND THE TO REACH SEE
 OG0551'TRIANGULATION STATION DESCRIPTION FOR GRIMM.
 OG0551'
 OG0551'A DISTANCE WAS MEASURED WITH A RANGER ELECTRIC DISTANCE
 OG0551'MEASURING INSTRUMENT FROM STATION GRIMM TO D.P.W. 5-132 THE
 OG0551'DISTANCE BEING 41.956 M OR (137.65 FT).  A MEASUREMENT WAS TAKEN
 OG0551'WITH A 30 METER TAPE THE DISTANCE BEING 137.64 FT OR (41.953 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0215 ***********************************************************************
 NC0215  DESIGNATION -  5 464
 NC0215  PID         -  NC0215
 NC0215  STATE/COUNTY-  NY/CATTARAUGUS
 NC0215  USGS QUAD   -  SALAMANCA (1961)
 NC0215
 NC0215                         *CURRENT SURVEY CONTROL
 NC0215  ___________________________________________________________________
 NC0215* NAD 83(1986)-  42 13 48.     (N)    078 38 16.     (W)     SCALED    
 NC0215* NAVD 88     -       457.742  (meters)    1501.78   (feet)  ADJUSTED  
 NC0215  ___________________________________________________________________
 NC0215  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NC0215  DYNAMIC HT  -         457.565 (meters)    1501.19  (feet)  COMP
 NC0215  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 NC0215
 NC0215  VERT ORDER  -  FIRST     CLASS I
 NC0215
 NC0215.The horizontal coordinates were scaled from a topographic map and have
 NC0215.an estimated accuracy of +/- 6 seconds.
 NC0215
 NC0215.The orthometric height was determined by differential leveling
 NC0215.and adjusted by the National Geodetic Survey in June 1991..
 NC0215
 NC0215.The geoid height was determined by GEOID03.
 NC0215
 NC0215.The dynamic height is computed by dividing the NAVD 88
 NC0215.geopotential number by the normal gravity value computed on the
 NC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0215.degrees latitude (g = 980.6199 gals.).
 NC0215
 NC0215.The modeled gravity was interpolated from observed gravity values.
 NC0215
 NC0215;                    North         East    Units  Estimated Accuracy
 NC0215;SPC NY W     -   247,640.      345,510.      MT  (+/- 180 meters Scaled)
 NC0215
 NC0215                          SUPERSEDED SURVEY CONTROL
 NC0215
 NC0215  NGVD 29 (??/??/92)  457.893  (m)         1502.27   (f) ADJ UNCH    1 1
 NC0215
 NC0215.Superseded values are not recommended for survey control.
 NC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0215.See file dsdata.txt to determine how the superseded data were derived.
 NC0215
 NC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG949780(NAD 83)
 NC0215_MARKER: DD = SURVEY DISK
 NC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0215_STAMPING: 5-464
 NC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0215+STABILITY: SURFACE MOTION
 NC0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0215+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 NC0215
 NC0215  HISTORY     - Date     Condition        Report By
 NC0215  HISTORY     - UNK      MONUMENTED       NYDPW
 NC0215  HISTORY     - 1967     GOOD             NGS
 NC0215  HISTORY     - 20020521 GOOD             USPSQD
 NC0215  HISTORY     - 20060113 GOOD             USPSQD
 NC0215
 NC0215                          STATION DESCRIPTION
 NC0215
 NC0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0215'3.55 MI SE FROM ELLICOTTVILLE.
 NC0215'ABOUT 3.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 219 FROM THE POST
 NC0215'OFFICE AT ELLICOTTVILLE, 0.5 MILE NORTH OF THE HIGHWAY CROSSING THE
 NC0215'BALTIMORE AND OHIO RAILROAD, BETWEEN THE BALTIMORE AND OHIO RAILROAD
 NC0215'AND THE HIGHWAY, NEAR THE SOUTH END OF A CUT, 47 FEET EAST OF THE
 NC0215'CENTER LINE OF THE HIGHWAY, 258 FEET NORTH OF THE CENTER LINE OF A
 NC0215'PRIVATE ROAD LEADING TO A HOUSE EAST OF THE TRACKS, 27 FEET WEST OF
 NC0215'THE WEST RAIL OF THE WEST MAIN TRACK, 2 FEET WEST OF A METAL WITNESS
 NC0215'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 NC0215'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 NC0215
 NC0215                          STATION RECOVERY (2002)
 NC0215
 NC0215'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0215' 
 NC0215' 
 NC0215
 NC0215                          STATION RECOVERY (2006)
 NC0215
 NC0215'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4607 ***********************************************************************
 KV4607  DESIGNATION -  5 B USE 1931
 KV4607  PID         -  KV4607
 KV4607  STATE/COUNTY-  NY/RICHMOND
 KV4607  USGS QUAD   -  ARTHUR KILL (1981)
 KV4607
 KV4607                         *CURRENT SURVEY CONTROL
 KV4607  ___________________________________________________________________
 KV4607* NAD 83(1996)-  40 31 31.92163(N)    074 14 36.07065(W)     ADJUSTED  
 KV4607* NAVD 88     -         5.9    (meters)      19.     (feet)  VERTCON   
 KV4607  ___________________________________________________________________
 KV4607  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 KV4607  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV4607
 KV4607  HORZ ORDER  -  THIRD
 KV4607
 KV4607.The horizontal coordinates were established by classical geodetic methods
 KV4607.and adjusted by the National Geodetic Survey in January 1999..
 KV4607
 KV4607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4607
 KV4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4607
 KV4607.The geoid height was determined by GEOID03.
 KV4607
 KV4607;                    North         East     Units Scale Factor Converg.
 KV4607;SPC NY L     -    39,879.105   279,379.140   MT  1.00001086   -0 09 33.0
 KV4607;SPC NY L     -   130,836.70    916,596.40   sFT  1.00001086   -0 09 33.0
 KV4607;SPC NJ       -   187,895.326   171,744.982   MT  0.99990582   +0 10 00.4
 KV4607;SPC NJ       -   616,453.25    563,466.66   sFT  0.99990582   +0 10 00.4
 KV4607;UTM  18      - 4,486,363.972   564,089.601   MT  0.99965056   +0 29 30.0
 KV4607
 KV4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4607!SPC NY L     -   1.00000417  x   1.00001086  =   1.00001503
 KV4607!SPC NJ       -   1.00000417  x   0.99990582  =   0.99990999
 KV4607!UTM  18      -   1.00000417  x   0.99965056  =   0.99965473
 KV4607
 KV4607:                Primary Azimuth Mark                     Grid Az
 KV4607:SPC NY L     -  TOTTENVILLE PUBLIC SCH 1                 181 58 09.6
 KV4607:SPC NJ       -  TOTTENVILLE PUBLIC SCH 1                 181 38 36.2
 KV4607:UTM  18      -  TOTTENVILLE PUBLIC SCH 1                 181 19 06.6
 KV4607
 KV4607|---------------------------------------------------------------------|
 KV4607| PID    Reference Object                     Distance      Geod. Az  |
 KV4607|                                                           dddmmss.s |
 KV4607| KV4605 TOTTENVILLE PUBLIC SCH 1            APPROX. 1.8 KM 1814836.6 |
 KV4607| KV4879 ARTHUR KILL SQUARE CHIMNEY          APPROX. 1.2 KM 2943724.0 |
 KV4607|---------------------------------------------------------------------|
 KV4607
 KV4607                          SUPERSEDED SURVEY CONTROL
 KV4607
 KV4607  NAD 83(1986)-  40 31 31.92229(N)    074 14 36.06537(W) AD(       ) 3
 KV4607  NAD 27      -  40 31 31.54500(N)    074 14 37.54300(W) AD(       ) 3
 KV4607  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG       
 KV4607
 KV4607.Superseded values are not recommended for survey control.
 KV4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4607.See file dsdata.txt to determine how the superseded data were derived.
 KV4607
 KV4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6409086364(NAD 83)
 KV4607_MARKER: B = BOLT
 KV4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV4607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4607+STABILITY: SURFACE MOTION
 KV4607
 KV4607  HISTORY     - Date     Condition        Report By
 KV4607  HISTORY     - 1931     MONUMENTED       USE
 KV4607
 KV4607                          STATION DESCRIPTION
 KV4607
 KV4607'DESCRIBED BY US ENGINEERS 1931 (RWW)
 KV4607'THIS STATION IS ON THE STATEN ISLAND SHORE OF ARTHUR KILL, JUST
 KV4607'N OF OUTER BRIDGE, ON THE N INSHORE CORNER OF A SMALL COVE AND 3
 KV4607'METERS INSHORE OF THE GRASS LINE.  THERE IS A SINGLE WOODEN DOCK
 KV4607'BETWEEN IT AND THE BRIDGE.
 KV4607'
 KV4607'CENTER IS MARKED BY A CONICAL DRILL HOLE IN AN IRON BOLT SET
 KV4607'FLUSH IN THE FLAT TOP OF AN 18-INCH CIRCULAR CONCRETE MONUMENT.  THE
 KV4607'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NO REFERENCE MARKS
 KV4607'WERE PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KV4607'
 KV4607'THERE IS AMPLE ROOM AND GOOD FOOTING FOR A CENTRAL TRIPOD
 KV4607'SET-UP.  AN OBSERVERS PLATFORM IS NOT NEEDED.
 KV4607'
 KV4607'STATION IS 60.3 METERS N OF THE CENTER LINE OF OUTER BRIDGE
 KV4607'AND 7.0 METERS E OF THE HIGH-WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0250 ***********************************************************************
 KU0250  DESIGNATION -  5 RS
 KU0250  PID         -  KU0250
 KU0250  STATE/COUNTY-  NY/SUFFOLK
 KU0250  USGS QUAD   -  BELLPORT (1967)
 KU0250
 KU0250                         *CURRENT SURVEY CONTROL
 KU0250  ___________________________________________________________________
 KU0250* NAD 83(1986)-  40 50 51.     (N)    072 53 10.     (W)     SCALED    
 KU0250* NAVD 88     -        25.631  (meters)      84.09   (feet)  ADJUSTED  
 KU0250  ___________________________________________________________________
 KU0250  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU0250  DYNAMIC HT  -          25.621 (meters)      84.06  (feet)  COMP
 KU0250  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 KU0250
 KU0250  VERT ORDER  -  SECOND    CLASS 0
 KU0250
 KU0250.The horizontal coordinates were scaled from a topographic map and have
 KU0250.an estimated accuracy of +/- 6 seconds.
 KU0250
 KU0250.The orthometric height was determined by differential leveling
 KU0250.and adjusted by the National Geodetic Survey in June 1991..
 KU0250
 KU0250.The geoid height was determined by GEOID03.
 KU0250
 KU0250.The dynamic height is computed by dividing the NAVD 88
 KU0250.geopotential number by the normal gravity value computed on the
 KU0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0250.degrees latitude (g = 980.6199 gals.).
 KU0250
 KU0250.The modeled gravity was interpolated from observed gravity values.
 KU0250
 KU0250;                    North         East    Units  Estimated Accuracy
 KU0250;SPC NY L     -    76,200.      393,930.      MT  (+/- 180 meters Scaled)
 KU0250
 KU0250                          SUPERSEDED SURVEY CONTROL
 KU0250
 KU0250  NGVD 29 (??/??/92)   25.939  (m)           85.10   (f) ADJ UNCH    2 0
 KU0250
 KU0250.Superseded values are not recommended for survey control.
 KU0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0250.See file dsdata.txt to determine how the superseded data were derived.
 KU0250
 KU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL781239(NAD 83)
 KU0250_MARKER: DD = SURVEY DISK
 KU0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0250_STAMPING: 5 RS 1949 85
 KU0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0250+STABILITY: SURFACE MOTION
 KU0250
 KU0250  HISTORY     - Date     Condition        Report By
 KU0250  HISTORY     - 1949     MONUMENTED       USGS
 KU0250  HISTORY     - 1950     GOOD             NGS
 KU0250
 KU0250                          STATION DESCRIPTION
 KU0250
 KU0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0250'1.2 MI S FROM CAMP UPTON.
 KU0250'ABOUT 1.15 MILES SOUTH ALONG UPTON BOULEVARD FROM THE WATER TANK
 KU0250'AT CAMP UPTON, ABOUT 0.6 MILE SOUTH OF THE SOUTH ENTRACNE GATE
 KU0250'AT THE CAMP, AT THE EAST EDGE OF A WOODEN AREA, 42 FEET WEST OF
 KU0250'THE CENTER LINE OF THE ROAD AND SET IN THE TOP OF A CONRETE POST
 KU0250'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0229 ***********************************************************************
 KU0229  DESIGNATION -  5 USE
 KU0229  PID         -  KU0229
 KU0229  STATE/COUNTY-  NY/SUFFOLK
 KU0229  USGS QUAD   -  EASTPORT (1956)
 KU0229
 KU0229                         *CURRENT SURVEY CONTROL
 KU0229  ___________________________________________________________________
 KU0229* NAD 83(1986)-  40 47 45.     (N)    072 38 42.     (W)     SCALED    
 KU0229* NAVD 88     -         0.926  (meters)       3.04   (feet)  ADJUSTED  
 KU0229  ___________________________________________________________________
 KU0229  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU0229  DYNAMIC HT  -           0.926 (meters)       3.04  (feet)  COMP
 KU0229  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 KU0229
 KU0229  VERT ORDER  -  SECOND    CLASS 0
 KU0229
 KU0229.The horizontal coordinates were scaled from a topographic map and have
 KU0229.an estimated accuracy of +/- 6 seconds.
 KU0229
 KU0229.The orthometric height was determined by differential leveling
 KU0229.and adjusted by the National Geodetic Survey in June 1991..
 KU0229
 KU0229.The geoid height was determined by GEOID03.
 KU0229
 KU0229.The dynamic height is computed by dividing the NAVD 88
 KU0229.geopotential number by the normal gravity value computed on the
 KU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0229.degrees latitude (g = 980.6199 gals.).
 KU0229
 KU0229.The modeled gravity was interpolated from observed gravity values.
 KU0229
 KU0229;                    North         East    Units  Estimated Accuracy
 KU0229;SPC NY L     -    70,750.      414,350.      MT  (+/- 180 meters Scaled)
 KU0229
 KU0229                          SUPERSEDED SURVEY CONTROL
 KU0229
 KU0229  NGVD 29 (??/??/92)    1.219  (m)            4.00   (f) ADJ UNCH    2 0
 KU0229
 KU0229.Superseded values are not recommended for survey control.
 KU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0229.See file dsdata.txt to determine how the superseded data were derived.
 KU0229
 KU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL986187(NAD 83)
 KU0229_MARKER: Q = CHISELED SQUARE
 KU0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0229_SP_SET: BASE
 KU0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0229
 KU0229  HISTORY     - Date     Condition        Report By
 KU0229  HISTORY     - UNK      MONUMENTED       DOD
 KU0229  HISTORY     - 1956     GOOD             NGS
 KU0229
 KU0229                          STATION DESCRIPTION
 KU0229
 KU0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0229'2.6 MI S FROM WESTHAMPTON.
 KU0229'0.3 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0229'AT WESTHAMPTON, THENCE 1.1 MILE SOUTH ALONG OAK STREET, THENCE
 KU0229'0.7 MILE SOUTH ALONG POTUNK LANE, THENCE 0.5 MILE SOUTH ALONG
 KU0229'JESSUP LANE, AT WEST BAY BRIDGE OVER MORICHES BAY, A CHISELED
 KU0229'SQUARE IN THE NORTHWEST CORNER OF CONCRETE BASE FOR FORMER STEEL
 KU0229'TOWER, 39 FEET EAST OF CENTERLINE OF ROAD, 36 FEET SOUTH OF
 KU0229'HIGH WATER LINE OF MORICHES BAY, 33.5 FEET SOUTHEAST OF SOUTHEAST
 KU0229'CORNER OF WEST BAY BRIDGE, 1 FOOT ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0674 ***********************************************************************
 MZ0674  DESIGNATION -  5.008
 MZ0674  PID         -  MZ0674
 MZ0674  STATE/COUNTY-  NY/COLUMBIA
 MZ0674  USGS QUAD   -  RAVENA (1980)
 MZ0674
 MZ0674                         *CURRENT SURVEY CONTROL
 MZ0674  ___________________________________________________________________
 MZ0674* NAD 83(1986)-  42 25 36.     (N)    073 46 20.     (W)     SCALED    
 MZ0674* NAVD 88     -         2.441  (meters)       8.01   (feet)  ADJUSTED  
 MZ0674  ___________________________________________________________________
 MZ0674  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 MZ0674  DYNAMIC HT  -           2.441 (meters)       8.01  (feet)  COMP
 MZ0674  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 MZ0674
 MZ0674  VERT ORDER  -  FIRST     CLASS II
 MZ0674
 MZ0674.The horizontal coordinates were scaled from a topographic map and have
 MZ0674.an estimated accuracy of +/- 6 seconds.
 MZ0674
 MZ0674.The orthometric height was determined by differential leveling
 MZ0674.and adjusted by the National Geodetic Survey in June 1991..
 MZ0674.WARNING-Repeat measurements at this control monument indicate possible
 MZ0674.vertical movement.
 MZ0674
 MZ0674.The geoid height was determined by GEOID03.
 MZ0674
 MZ0674.The dynamic height is computed by dividing the NAVD 88
 MZ0674.geopotential number by the normal gravity value computed on the
 MZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0674.degrees latitude (g = 980.6199 gals.).
 MZ0674
 MZ0674.The modeled gravity was interpolated from observed gravity values.
 MZ0674
 MZ0674;                    North         East    Units  Estimated Accuracy
 MZ0674;SPC NY E     -   399,250.      209,890.      MT  (+/- 180 meters Scaled)
 MZ0674
 MZ0674                          SUPERSEDED SURVEY CONTROL
 MZ0674
 MZ0674  NGVD 29 (??/??/92)    2.680  (m)            8.79   (f) ADJ UNCH    1 2
 MZ0674
 MZ0674.Superseded values are not recommended for survey control.
 MZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0674.See file dsdata.txt to determine how the superseded data were derived.
 MZ0674
 MZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM010978(NAD 83)
 MZ0674_MARKER: Q = CHISELED SQUARE
 MZ0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0674_SP_SET: MILEPOST
 MZ0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0674
 MZ0674  HISTORY     - Date     Condition        Report By
 MZ0674  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0674  HISTORY     - 1955     GOOD             NGS
 MZ0674
 MZ0674                          STATION DESCRIPTION
 MZ0674
 MZ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0674'2.65 MI N FROM STUYVESANT.
 MZ0674'ABOUT 2.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0674'STATION AT STUYVESANT, ABOUT 0.2 MILE NORTH OF RAILROAD OVERPASS NO.
 MZ0674'325A OVER MAIN TRACKS, A 1-INCH OUTLINED SQUARE ON THE TOP OF BASE OF
 MZ0674'WEST SIDE OF MILE POST NY 127, 9 FEET EAST OF EAST RAIL OF EAST TRACK,
 MZ0674'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS, AND ABOUT 1/4 FOOT BELOW
 MZ0674'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0654 ***********************************************************************
 MZ0654  DESIGNATION -  5.014
 MZ0654  PID         -  MZ0654
 MZ0654  STATE/COUNTY-  NY/COLUMBIA
 MZ0654  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0654
 MZ0654                         *CURRENT SURVEY CONTROL
 MZ0654  ___________________________________________________________________
 MZ0654* NAD 83(1986)-  42 20 35.     (N)    073 46 26.     (W)     SCALED    
 MZ0654* NAVD 88     -         2.199  (meters)       7.21   (feet)  ADJUSTED  
 MZ0654  ___________________________________________________________________
 MZ0654  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ0654  DYNAMIC HT  -           2.198 (meters)       7.21  (feet)  COMP
 MZ0654  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 MZ0654
 MZ0654  VERT ORDER  -  FIRST     CLASS II
 MZ0654
 MZ0654.The horizontal coordinates were scaled from a topographic map and have
 MZ0654.an estimated accuracy of +/- 6 seconds.
 MZ0654
 MZ0654.The orthometric height was determined by differential leveling
 MZ0654.and adjusted by the National Geodetic Survey in June 1991..
 MZ0654
 MZ0654.The geoid height was determined by GEOID03.
 MZ0654
 MZ0654.The dynamic height is computed by dividing the NAVD 88
 MZ0654.geopotential number by the normal gravity value computed on the
 MZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0654.degrees latitude (g = 980.6199 gals.).
 MZ0654
 MZ0654.The modeled gravity was interpolated from observed gravity values.
 MZ0654
 MZ0654;                    North         East    Units  Estimated Accuracy
 MZ0654;SPC NY E     -   389,960.      209,830.      MT  (+/- 180 meters Scaled)
 MZ0654
 MZ0654                          SUPERSEDED SURVEY CONTROL
 MZ0654
 MZ0654.No superseded survey control is available for this station.
 MZ0654
 MZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM009885(NAD 83)
 MZ0654_MARKER: Q = CHISELED SQUARE
 MZ0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0654_SP_SET: MILEPOST
 MZ0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0654
 MZ0654  HISTORY     - Date     Condition        Report By
 MZ0654  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0654  HISTORY     - 1955     GOOD             NGS
 MZ0654
 MZ0654                          STATION DESCRIPTION
 MZ0654
 MZ0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0654'0.9 MI S FROM NEWTON HOOK.
 MZ0654'ABOUT 0.9 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0654'STATION AT NEWTON HOOK, A 1-INCH OUTLINED SQUARE ON THE BASE ON
 MZ0654'WESTSIDE OF MILE POST NY 121, 9 1/2 FEET EAST OF EAST RAIL OF EAST
 MZ0654'TRACK, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 1/3 FOOT BELOW
 MZ0654'LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2485 ***********************************************************************
 OF2485  DESIGNATION -  504 MCGS 1969
 OF2485  PID         -  OF2485
 OF2485  STATE/COUNTY-  NY/MONROE
 OF2485  USGS QUAD   -  BROCKPORT (1978)
 OF2485
 OF2485                         *CURRENT SURVEY CONTROL
 OF2485  ___________________________________________________________________
 OF2485* NAD 83(1996)-  43 14 27.60101(N)    077 55 19.84214(W)     ADJUSTED  
 OF2485* NAVD 88     -       117.9    (meters)     387.     (feet)  VERTCON   
 OF2485  ___________________________________________________________________
 OF2485  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OF2485  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF2485
 OF2485  HORZ ORDER  -  SECOND
 OF2485
 OF2485.The horizontal coordinates were established by classical geodetic methods
 OF2485.and adjusted by the National Geodetic Survey in January 1999..
 OF2485
 OF2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2485
 OF2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2485
 OF2485.The geoid height was determined by GEOID03.
 OF2485
 OF2485;                    North         East     Units Scale Factor Converg.
 OF2485;SPC NY W     -   360,154.550   403,696.754   MT  0.99997296   +0 27 10.6
 OF2485;SPC NY W     - 1,181,607.05  1,324,461.77   sFT  0.99997296   +0 27 10.6
 OF2485;UTM  18      - 4,791,724.704   262,744.594   MT  1.00029250   -2 00 10.2
 OF2485;UTM  17      - 4,792,178.434   749,893.022   MT  1.00036825   +2 06 34.6
 OF2485
 OF2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2485!SPC NY W     -   0.99998708  x   0.99997296  =   0.99996004
 OF2485!UTM  18      -   0.99998708  x   1.00029250  =   1.00027958
 OF2485!UTM  17      -   0.99998708  x   1.00036825  =   1.00035533
 OF2485
 OF2485:                Primary Azimuth Mark                     Grid Az
 OF2485:SPC NY W     -  CLARKSON                                 001 54 10.5
 OF2485:UTM  18      -  CLARKSON                                 004 21 31.3
 OF2485:UTM  17      -  CLARKSON                                 000 14 46.5
 OF2485
 OF2485|---------------------------------------------------------------------|
 OF2485| PID    Reference Object                     Distance      Geod. Az  |
 OF2485|                                                           dddmmss.s |
 OF2485| OF2514 CLARKSON                            APPROX. 1.0 KM 0022121.1 |
 OF2485|---------------------------------------------------------------------|
 OF2485
 OF2485                          SUPERSEDED SURVEY CONTROL
 OF2485
 OF2485  NAD 83(1986)-  43 14 27.60778(N)    077 55 19.84110(W) AD(       ) 2
 OF2485  NAD 27      -  43 14 27.39139(N)    077 55 20.79432(W) AD(       ) 2
 OF2485  NGVD 29 (07/19/86)  118.1    (m)          387.     (f) VERT ANG       
 OF2485
 OF2485.Superseded values are not recommended for survey control.
 OF2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2485.See file dsdata.txt to determine how the superseded data were derived.
 OF2485
 OF2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6274591725(NAD 83)
 OF2485_MARKER: DD = SURVEY DISK
 OF2485_SETTING: 0 = UNSPECIFIED SETTING
 OF2485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2485
 OF2485  HISTORY     - Date     Condition        Report By
 OF2485  HISTORY     - 1969     MONUMENTED       NY-055
 OF2485
 OF2485                          STATION DESCRIPTION
 OF2485
 OF2485'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2485'IN CLARKSON, ALONG LAKE ROAD
 OF2485'
 OF2485'0.6 MILE SOUTH OF STATION CLARKSON 1969
 OF2485'
 OF2485'0.25 MILE SOUTH OF GILMORE ROAD
 OF2485'
 OF2485'AT POINT OF INTERSECTION OF CURVE
 OF2485'
 OF2485'32.5 FEET SOUTHEAST OF CENTERLINE OF ROAD
 OF2485'
 OF2485'11.4 FEET SOUTHWEST OF POWER POLE
 OF2485'
 OF2485'22.5 FEET NORTHWEST OF WATER VALVE
 OF2485'
 OF2485'84.0 FEET EAST OF POLE NO. NM-3438
 OF2485'
 OF2485'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2485'DISK STAMPED 504 IN THE TOP OF A CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2068 ***********************************************************************
 LY2068  DESIGNATION -  504 USGS
 LY2068  PID         -  LY2068
 LY2068  STATE/COUNTY-  NY/ORANGE
 LY2068  USGS QUAD   -  OTISVILLE (1976)
 LY2068
 LY2068                         *CURRENT SURVEY CONTROL
 LY2068  ___________________________________________________________________
 LY2068* NAD 83(1986)-  41 29 58.     (N)    074 33 16.     (W)     SCALED    
 LY2068* NAVD 88     -       153.424  (meters)     503.36   (feet)  ADJUSTED  
 LY2068  ___________________________________________________________________
 LY2068  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LY2068  DYNAMIC HT  -         153.362 (meters)     503.16  (feet)  COMP
 LY2068  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 LY2068
 LY2068  VERT ORDER  -  FIRST     CLASS II
 LY2068
 LY2068.The horizontal coordinates were scaled from a topographic map and have
 LY2068.an estimated accuracy of +/- 6 seconds.
 LY2068
 LY2068.The orthometric height was determined by differential leveling
 LY2068.and adjusted by the National Geodetic Survey in June 1991..
 LY2068
 LY2068.The geoid height was determined by GEOID03.
 LY2068
 LY2068.The dynamic height is computed by dividing the NAVD 88
 LY2068.geopotential number by the normal gravity value computed on the
 LY2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2068.degrees latitude (g = 980.6199 gals.).
 LY2068
 LY2068.The modeled gravity was interpolated from observed gravity values.
 LY2068
 LY2068;                    North         East    Units  Estimated Accuracy
 LY2068;SPC NY E     -   296,010.      145,460.      MT  (+/- 180 meters Scaled)
 LY2068
 LY2068                          SUPERSEDED SURVEY CONTROL
 LY2068
 LY2068.No superseded survey control is available for this station.
 LY2068
 LY2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL371942(NAD 83)
 LY2068_MARKER: DD = SURVEY DISK
 LY2068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY2068_SP_SET: CULVERT
 LY2068_STAMPING: 504 4 SKS 1962
 LY2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2068
 LY2068  HISTORY     - Date     Condition        Report By
 LY2068  HISTORY     - 1962     MONUMENTED       USGS
 LY2068  HISTORY     - 1978     GOOD             NGS
 LY2068  HISTORY     - 19950813 GOOD             USPSQD
 LY2068
 LY2068                          STATION DESCRIPTION
 LY2068
 LY2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2068'2.7 MI NW FROM OTISVILLE.
 LY2068'0.35 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT OTISVILLE
 LY2068'THENCE 0.4 MILE NORTHWEST ALONG WALKER STREET THENCE 0.2 MILE WEST
 LY2068'ALONG STATE HIGHWAY 211 THENCE 1.75 MILE NORTHWEST ALONG ORANGE COUNTY
 LY2068'ROAD 61, TO THE MARK ON THE RIGHT, 0.2 MILE SOUTHEAST OF THE ORANGE
 LY2068'COUNTY LINE, SET IN THE TOP OF THE CENTER OF A ROCK HEADWALL OF A
 LY2068'DOUBLE PIPE CULVERT, 25 FEET NORTHEAST OF THE CENTER LINE OF ROAD,
 LY2068'16 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL DIRT ROAD, 14 FEET
 LY2068'SOUTHEAST OF POWER POLE NUMBER JP 3025 WITH GUY WIRE.
 LY2068
 LY2068                          STATION RECOVERY (1995)
 LY2068
 LY2068'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2515 ***********************************************************************
 OF2515  DESIGNATION -  505 NYGS 1969
 OF2515  PID         -  OF2515
 OF2515  STATE/COUNTY-  NY/MONROE
 OF2515  USGS QUAD   -  BROCKPORT (1978)
 OF2515
 OF2515                         *CURRENT SURVEY CONTROL
 OF2515  ___________________________________________________________________
 OF2515* NAD 83(1996)-  43 14 57.25994(N)    077 55 18.55266(W)     ADJUSTED  
 OF2515* NAVD 88     -       111.27   (+/-2cm)     365.1    (feet)  VERTCON   
 OF2515  ___________________________________________________________________
 OF2515  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OF2515  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF2515
 OF2515  HORZ ORDER  -  SECOND
 OF2515  VERT ORDER  -  THIRD ? (See Below)
 OF2515
 OF2515.The horizontal coordinates were established by classical geodetic methods
 OF2515.and adjusted by the National Geodetic Survey in January 1999..
 OF2515
 OF2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2515.The vertical order pertains to the NGVD 29 superseded value.
 OF2515
 OF2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2515
 OF2515.The geoid height was determined by GEOID03.
 OF2515
 OF2515;                    North         East     Units Scale Factor Converg.
 OF2515;SPC NY W     -   361,070.014   403,718.605   MT  0.99997298   +0 27 11.7
 OF2515;SPC NY W     - 1,184,610.54  1,324,533.46   sFT  0.99997298   +0 27 11.7
 OF2515;UTM  18      - 4,792,638.682   262,805.673   MT  1.00029214   -2 00 10.4
 OF2515;UTM  17      - 4,793,094.509   749,888.393   MT  1.00036822   +2 06 36.6
 OF2515
 OF2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2515!SPC NY W     -   0.99998813  x   0.99997298  =   0.99996111
 OF2515!UTM  18      -   0.99998813  x   1.00029214  =   1.00028026
 OF2515!UTM  17      -   0.99998813  x   1.00036822  =   1.00035634
 OF2515
 OF2515|---------------------------------------------------------------------|
 OF2515| PID    Reference Object                     Distance      Geod. Az  |
 OF2515|                                                           dddmmss.s |
 OF2515| OF2514 CLARKSON                             82.753 METERS 00818     |
 OF2515| OF2485 504 MCGS 1969                       APPROX. 0.9 KM 1814914.0 |
 OF2515|---------------------------------------------------------------------|
 OF2515
 OF2515                          SUPERSEDED SURVEY CONTROL
 OF2515
 OF2515  NAD 83(1986)-  43 14 57.26671(N)    077 55 18.55165(W) AD(       ) 2
 OF2515  NAD 27      -  43 14 57.05052(N)    077 55 19.50468(W) AD(       ) 2
 OF2515  NGVD 29 (07/19/86)  111.45   (m)          365.6    (f) LEVELING    3  
 OF2515
 OF2515.Superseded values are not recommended for survey control.
 OF2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2515.See file dsdata.txt to determine how the superseded data were derived.
 OF2515
 OF2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6280692639(NAD 83)
 OF2515_MARKER: DD = SURVEY DISK
 OF2515_SETTING: 0 = UNSPECIFIED SETTING
 OF2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2515
 OF2515  HISTORY     - Date     Condition        Report By
 OF2515  HISTORY     - 1935     MONUMENTED       NYGS
 OF2515  HISTORY     - 1969     GOOD             CGS
 OF2515  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 OF2515
 OF2515                          STATION DESCRIPTION
 OF2515
 OF2515'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2515'IN CLARKSON, 0.33 MILE NORTH OF GILMORE ROAD, 28 FEET EAST OF
 OF2515'CENTER LINE OF BROCKPORT-HAMLIN ROAD (ROUTE 63), 169.5 FEET NORTH
 OF2515'OF NORTH END OF EAST HEAD WALL OF CONCRETE CULVERT (MEASURED
 OF2515'PARALLEL WITH CENTER LINE OF ROAD), 119.5 FEET SOUTHWEST OF
 OF2515'SOUTHEAST CORNER OF REAR PORCH OF THE GEORGE WILKINS FARMHOUSE,
 OF2515'79.1 FEET SOUTHWEST OF SOUTHWEST CORNER OF FARMHOUSE, AND 61.5
 OF2515'FEET SOUTH OF 14-INCH ELM.  STATION IS A U.S.C. AND G.S. AND
 OF2515'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2515
 OF2515                          STATION RECOVERY (1969)
 OF2515
 OF2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2515'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2515'
 OF2515'IN CLARKSON ALONG NYS 19, (LAKE ROAD)
 OF2515'
 OF2515'0.1 MILE SOUTH OF STATION CLARKSON 1969
 OF2515'
 OF2515'0.35 MILE NORTH OF GILMORE ROAD
 OF2515'
 OF2515'2.5 FEET NORTH OF WITNESS POST
 OF2515'
 OF2515'19.5 FEET SOUTH OF POLE
 OF2515'
 OF2515'113.5 FEET SOUTHWEST OF SOUTHEAST CORNER OF HOUSE NO. 3194
 OF2515'
 OF2515'79.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE
 OF2515'
 OF2515'28.5 FEET EAST OF CENTER OF LAKE ROAD
 OF2515'
 OF2515'1 FOOT EAST OF DITCH BANK.
 OF2515'
 OF2515'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2515'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2515
 OF2515                          STATION RECOVERY (1994)
 OF2515
 OF2515'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2650 ***********************************************************************
 OF2650  DESIGNATION -  508 MCGS 1969
 OF2650  PID         -  OF2650
 OF2650  STATE/COUNTY-  NY/MONROE
 OF2650  USGS QUAD   -  HAMLIN (1978)
 OF2650
 OF2650                         *CURRENT SURVEY CONTROL
 OF2650  ___________________________________________________________________
 OF2650* NAD 83(1996)-  43 16 38.27682(N)    077 55 16.70029(W)     ADJUSTED  
 OF2650* NAVD 88     -       107.3    (meters)     352.     (feet)  VERTCON   
 OF2650  ___________________________________________________________________
 OF2650  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OF2650  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OF2650
 OF2650  HORZ ORDER  -  SECOND
 OF2650
 OF2650.The horizontal coordinates were established by classical geodetic methods
 OF2650.and adjusted by the National Geodetic Survey in January 1999..
 OF2650
 OF2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2650
 OF2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2650
 OF2650.The geoid height was determined by GEOID03.
 OF2650
 OF2650;                    North         East     Units Scale Factor Converg.
 OF2650;SPC NY W     -   364,187.596   403,735.703   MT  0.99997301   +0 27 13.9
 OF2650;SPC NY W     - 1,194,838.80  1,324,589.55   sFT  0.99997301   +0 27 13.9
 OF2650;UTM  18      - 4,795,753.659   262,956.441   MT  1.00029126   -2 00 12.9
 OF2650;UTM  17      - 4,796,212.513   749,815.288   MT  1.00036776   +2 06 41.9
 OF2650
 OF2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2650!SPC NY W     -   0.99998876  x   0.99997301  =   0.99996177
 OF2650!UTM  18      -   0.99998876  x   1.00029126  =   1.00028001
 OF2650!UTM  17      -   0.99998876  x   1.00036776  =   1.00035651
 OF2650
 OF2650:                Primary Azimuth Mark                     Grid Az
 OF2650:SPC NY W     -  LASCH                                    006 58 14.9
 OF2650:UTM  18      -  LASCH                                    009 25 41.7
 OF2650:UTM  17      -  LASCH                                    005 18 46.9
 OF2650
 OF2650|---------------------------------------------------------------------|
 OF2650| PID    Reference Object                     Distance      Geod. Az  |
 OF2650|                                                           dddmmss.s |
 OF2650| OF2654 LASCH                               APPROX. 0.8 KM 0072528.8 |
 OF2650|---------------------------------------------------------------------|
 OF2650
 OF2650                          SUPERSEDED SURVEY CONTROL
 OF2650
 OF2650  NAD 83(1986)-  43 16 38.28371(N)    077 55 16.69940(W) AD(       ) 2
 OF2650  NAD 27      -  43 16 38.06832(N)    077 55 17.65175(W) AD(       ) 2
 OF2650  NGVD 29 (07/19/86)  107.5    (m)          353.     (f) VERT ANG       
 OF2650
 OF2650.Superseded values are not recommended for survey control.
 OF2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2650.See file dsdata.txt to determine how the superseded data were derived.
 OF2650
 OF2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6295695754(NAD 83)
 OF2650_MARKER: DD = SURVEY DISK
 OF2650_SETTING: 0 = UNSPECIFIED SETTING
 OF2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2650
 OF2650  HISTORY     - Date     Condition        Report By
 OF2650  HISTORY     - 1969     MONUMENTED       NY-055
 OF2650
 OF2650                          STATION DESCRIPTION
 OF2650
 OF2650'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2650'IN CLARKSON, ALONG LAKE ROAD AT INTERSECTION OF LAWRENCE RD.
 OF2650'
 OF2650'0.53 MILE SOUTH OF STATION LASCH 1969
 OF2650'
 OF2650'13.7 FEET WEST OF CENTER OF LAKE ROAD
 OF2650'
 OF2650'3.0 FEET NORTH OF PROJECTED CENTER OF LAWRENCE RD.
 OF2650'
 OF2650'21.0 FEET NORTHEAST OF POLE NM 105
 OF2650'
 OF2650'103.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 2415
 OF2650'
 OF2650'19.6 FEET SOUTH OF SOUTH RANGE LINE OF SAME HOUSE
 OF2650'
 OF2650'17.5 FEET SOUTHEAST OF SOUTH END OF CULVERT UNDER DRIVEWAY
 OF2650'
 OF2650'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 508 IN THE TOP
 OF2650'OF A CONCRETE POST COVERED 0.8 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0555 ***********************************************************************
 OE0555  DESIGNATION -  50.9
 OE0555  PID         -  OE0555
 OE0555  STATE/COUNTY-  NY/HERKIMER
 OE0555  USGS QUAD   -  
 OE0555
 OE0555                         *CURRENT SURVEY CONTROL
 OE0555  ___________________________________________________________________
 OE0555* NAD 83(1986)-  43 37 45.     (N)    075 04 58.     (W)     SCALED    
 OE0555* NAVD 88     -       475.191  (meters)    1559.02   (feet)  ADJUSTED  
 OE0555  ___________________________________________________________________
 OE0555  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 OE0555  DYNAMIC HT  -         475.073 (meters)    1558.64  (feet)  COMP
 OE0555  MODELED GRAV-     980,357.3   (mgal)                       NAVD 88
 OE0555
 OE0555  VERT ORDER  -  FIRST     CLASS II
 OE0555
 OE0555.The horizontal coordinates were scaled from a topographic map and have
 OE0555.an estimated accuracy of +/- 6 seconds.
 OE0555
 OE0555.The orthometric height was determined by differential leveling
 OE0555.and adjusted by the National Geodetic Survey in June 1991..
 OE0555
 OE0555.The geoid height was determined by GEOID03.
 OE0555
 OE0555.The dynamic height is computed by dividing the NAVD 88
 OE0555.geopotential number by the normal gravity value computed on the
 OE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0555.degrees latitude (g = 980.6199 gals.).
 OE0555
 OE0555.The modeled gravity was interpolated from observed gravity values.
 OE0555
 OE0555;                    North         East    Units  Estimated Accuracy
 OE0555;SPC NY E     -   532,730.      102,970.      MT  (+/- 180 meters Scaled)
 OE0555
 OE0555                          SUPERSEDED SURVEY CONTROL
 OE0555
 OE0555  NGVD 29 (??/??/92)  475.249  (m)         1559.21   (f) ADJ UNCH    1 2
 OE0555
 OE0555.Superseded values are not recommended for survey control.
 OE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0555.See file dsdata.txt to determine how the superseded data were derived.
 OE0555
 OE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP933306(NAD 83)
 OE0555_MARKER: Q = CHISELED SQUARE
 OE0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0555_SP_SET: BRIDGE
 OE0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0555
 OE0555  HISTORY     - Date     Condition        Report By
 OE0555  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0555  HISTORY     - 1931     GOOD             NGS
 OE0555  HISTORY     - 1944     GOOD             USGS
 OE0555
 OE0555                          STATION DESCRIPTION
 OE0555
 OE0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0555'1.7 MI N FROM MCKEEVER.
 OE0555'ON NEW YORK CENTRAL RAILROAD BRIDGE M 36. NEAR FACE OF CORNER, END OF
 OE0555'COPING, NORTHWEST WING.
 OE0555
 OE0555                          STATION RECOVERY (1944)
 OE0555
 OE0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 OE0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1368 ***********************************************************************
 KU1368  DESIGNATION -  509
 KU1368  PID         -  KU1368
 KU1368  STATE/COUNTY-  NY/QUEENS
 KU1368  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1368
 KU1368                         *CURRENT SURVEY CONTROL
 KU1368  ___________________________________________________________________
 KU1368* NAD 83(1986)-  40 34 51.     (N)    073 49 54.     (W)     SCALED    
 KU1368* NAVD 88     -         4.154  (meters)      13.63   (feet)  ADJUSTED  
 KU1368  ___________________________________________________________________
 KU1368  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU1368  DYNAMIC HT  -           4.152 (meters)      13.62  (feet)  COMP
 KU1368  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 KU1368
 KU1368  VERT ORDER  -  FIRST     CLASS II
 KU1368
 KU1368.The horizontal coordinates were scaled from a topographic map and have
 KU1368.an estimated accuracy of +/- 6 seconds.
 KU1368
 KU1368.The orthometric height was determined by differential leveling
 KU1368.and adjusted by the National Geodetic Survey in June 1991..
 KU1368
 KU1368.The geoid height was determined by GEOID03.
 KU1368
 KU1368.The dynamic height is computed by dividing the NAVD 88
 KU1368.geopotential number by the normal gravity value computed on the
 KU1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1368.degrees latitude (g = 980.6199 gals.).
 KU1368
 KU1368.The modeled gravity was interpolated from observed gravity values.
 KU1368
 KU1368;                    North         East    Units  Estimated Accuracy
 KU1368;SPC NY L     -    46,010.      314,250.      MT  (+/- 180 meters Scaled)
 KU1368
 KU1368                          SUPERSEDED SURVEY CONTROL
 KU1368
 KU1368  NGVD 29 (??/??/92)    4.490  (m)           14.73   (f) ADJ UNCH    1 2
 KU1368
 KU1368.Superseded values are not recommended for survey control.
 KU1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1368.See file dsdata.txt to determine how the superseded data were derived.
 KU1368
 KU1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK988928(NAD 83)
 KU1368_MARKER: B = BOLT
 KU1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1368_SP_SET: BUILDING
 KU1368_STAMPING: BM
 KU1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1368
 KU1368  HISTORY     - Date     Condition        Report By
 KU1368  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1368  HISTORY     - 1952     GOOD             NGS
 KU1368
 KU1368                          STATION DESCRIPTION
 KU1368
 KU1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1368'AT NEW YORK.
 KU1368'AT NEW YORK, IN BOROUGH OF QUEENS, AT ROCKAWAY BEACH, AT
 KU1368'INTERSECTION OF ROCKAWAY BEACH BOULEVARD AND B 110TH STREET,
 KU1368'THE HORIZONTAL LINE IN THE END OF A 5/8-INCH COPPER BOLT LEADED
 KU1368'IN THE VERTICAL NORTH FACE AT NORTHEAST CORNER OF PUBLIC SCHOOL
 KU1368'NO. 43, 1.4 FEET WEST OF NORTHWEST CORNER AND 4 1/2 FEET ABOVE
 KU1368'SCHOOL SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2651 ***********************************************************************
 OF2651  DESIGNATION -  509 NYGS 1969
 OF2651  PID         -  OF2651
 OF2651  STATE/COUNTY-  NY/MONROE
 OF2651  USGS QUAD   -  HAMLIN (1978)
 OF2651
 OF2651                         *CURRENT SURVEY CONTROL
 OF2651  ___________________________________________________________________
 OF2651* NAD 83(1996)-  43 17 05.31599(N)    077 55 15.44282(W)     ADJUSTED  
 OF2651* NAVD 88     -       109.69   (+/-2cm)     359.9    (feet)  VERTCON   
 OF2651  ___________________________________________________________________
 OF2651  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 OF2651  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF2651
 OF2651  HORZ ORDER  -  SECOND
 OF2651  VERT ORDER  -  THIRD ? (See Below)
 OF2651
 OF2651.The horizontal coordinates were established by classical geodetic methods
 OF2651.and adjusted by the National Geodetic Survey in January 1999..
 OF2651
 OF2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2651.The vertical order pertains to the NGVD 29 superseded value.
 OF2651
 OF2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2651
 OF2651.The geoid height was determined by GEOID03.
 OF2651
 OF2651;                    North         East     Units Scale Factor Converg.
 OF2651;SPC NY W     -   365,022.217   403,757.441   MT  0.99997304   +0 27 15.0
 OF2651;SPC NY W     - 1,197,577.06  1,324,660.87   sFT  0.99997304   +0 27 15.0
 OF2651;UTM  18      - 4,796,586.845   263,013.967   MT  1.00029092   -2 00 13.0
 OF2651;UTM  17      - 4,797,047.743   749,812.870   MT  1.00036775   +2 06 43.8
 OF2651
 OF2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2651!SPC NY W     -   0.99998839  x   0.99997304  =   0.99996143
 OF2651!UTM  18      -   0.99998839  x   1.00029092  =   1.00027930
 OF2651!UTM  17      -   0.99998839  x   1.00036775  =   1.00035613
 OF2651
 OF2651                          SUPERSEDED SURVEY CONTROL
 OF2651
 OF2651  NAD 83(1986)-  43 17 05.32288(N)    077 55 15.44195(W) AD(       ) 2
 OF2651  NAD 27      -  43 17 05.10760(N)    077 55 16.39404(W) AD(       ) 2
 OF2651  NGVD 29 (07/19/86)  109.87   (m)          360.5    (f) LEVELING    3  
 OF2651
 OF2651.Superseded values are not recommended for survey control.
 OF2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2651.See file dsdata.txt to determine how the superseded data were derived.
 OF2651
 OF2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6301496587(NAD 83)
 OF2651_MARKER: DD = SURVEY DISK
 OF2651_SETTING: 0 = UNSPECIFIED SETTING
 OF2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2651
 OF2651  HISTORY     - Date     Condition        Report By
 OF2651  HISTORY     - 1935     MONUMENTED       NYGS
 OF2651  HISTORY     - 1969     GOOD             CGS
 OF2651
 OF2651                          STATION DESCRIPTION
 OF2651
 OF2651'DESCRIBED BY NEW YORK GEODETIC SURVEY 1935 (LRH)
 OF2651'IN HAMLIN, AT NORTHEAST CORNER OF JUNCTION OF BROCKPORT-HAMLIN
 OF2651'ROAD (ROUTE 63) AND HAMLIN-CLARKSON ROAD, 27 FEET EAST OF CENTER
 OF2651'LINE OF BROCKPORT-HAMLIN ROAD, 104.4 FEET NORTH OF CENTER LINE
 OF2651'OF HAMLIN-CLARKSON ROAD, 54.5 FEET NORTHWEST OF SOUTHWEST CORNER
 OF2651'OF WEST FRONT OF THE FRANK JENNIGHAN HOUSE, 49.8 FEET WEST OF
 OF2651'NORTHWEST CORNER OF WEST FRONT OF HOUSE, 32.3 FEET SOUTH OF
 OF2651'14-INCH MAPLE, AND 7.8 FEET SOUTHWEST OF 2-INCH MAPLE.  STATION
 OF2651'IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 OF2651'CONCRETE FLUSH WITH GROUND.
 OF2651
 OF2651                          STATION RECOVERY (1969)
 OF2651
 OF2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2651'ORIGINAL DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1014 ***********************************************************************
 NB1014  DESIGNATION -  509=GLEASON
 NB1014  PID         -  NB1014
 NB1014  STATE/COUNTY-  NY/STEUBEN
 NB1014  USGS QUAD   -  PRATTSBURG (1942)
 NB1014
 NB1014                         *CURRENT SURVEY CONTROL
 NB1014  ___________________________________________________________________
 NB1014* NAD 83(1996)-  42 32 54.38742(N)    077 19 29.97736(W)     ADJUSTED  
 NB1014* NAVD 88     -       668.997  (meters)    2194.87   (feet)  ADJUSTED  
 NB1014  ___________________________________________________________________
 NB1014  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NB1014  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NB1014  DYNAMIC HT  -         668.752 (meters)    2194.06  (feet)  COMP
 NB1014  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 NB1014
 NB1014  HORZ ORDER  -  FIRST
 NB1014  VERT ORDER  -  SECOND    CLASS 0
 NB1014
 NB1014.The horizontal coordinates were established by classical geodetic methods
 NB1014.and adjusted by the National Geodetic Survey in January 1999..
 NB1014
 NB1014.The orthometric height was determined by differential leveling
 NB1014.and adjusted by the National Geodetic Survey in June 1991..
 NB1014
 NB1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1014
 NB1014.The geoid height was determined by GEOID03.
 NB1014
 NB1014.The dynamic height is computed by dividing the NAVD 88
 NB1014.geopotential number by the normal gravity value computed on the
 NB1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1014.degrees latitude (g = 980.6199 gals.).
 NB1014
 NB1014.The modeled gravity was interpolated from observed gravity values.
 NB1014
 NB1014;                    North         East     Units Scale Factor Converg.
 NB1014;SPC NY C     -   283,276.819   189,086.988   MT  0.99998313   -0 30 05.5
 NB1014;SPC NY C     -   929,384.03    620,362.89   sFT  0.99998313   -0 30 05.5
 NB1014;SPC NY W     -   283,777.706   453,348.663   MT  1.00006887   +0 51 03.5
 NB1014;SPC NY W     -   931,027.36  1,487,361.41   sFT  1.00006887   +0 51 03.5
 NB1014;UTM  18      - 4,713,291.712   309,107.217   MT  1.00004835   -1 34 21.6
 NB1014
 NB1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1014!SPC NY C     -   0.99990031  x   0.99998313  =   0.99988344
 NB1014!SPC NY W     -   0.99990031  x   1.00006887  =   0.99996917
 NB1014!UTM  18      -   0.99990031  x   1.00004835  =   0.99994865
 NB1014
 NB1014|---------------------------------------------------------------------|
 NB1014| PID    Reference Object                     Distance      Geod. Az  |
 NB1014|                                                           dddmmss.s |
 NB1014| NB1013 GLEASON RM 1                         68.077 METERS 03637     |
 NB1014| NB1015 GLEASON RM 2                         24.860 METERS 31036     |
 NB1014| NB1009 GLEASON AZ MK                                      3320313.0 |
 NB1014|---------------------------------------------------------------------|
 NB1014
 NB1014                          SUPERSEDED SURVEY CONTROL
 NB1014
 NB1014  NAD 83(1986)-  42 32 54.39613(N)    077 19 29.97134(W) AD(       ) 1
 NB1014  NAD 27      -  42 32 54.14700(N)    077 19 31.03900(W) AD(       ) 1
 NB1014  NGVD 29 (??/??/92)  669.126  (m)         2195.29   (f) ADJ UNCH    2 0
 NB1014
 NB1014.Superseded values are not recommended for survey control.
 NB1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1014.See file dsdata.txt to determine how the superseded data were derived.
 NB1014
 NB1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0910713292(NAD 83)
 NB1014_MARKER: DS = TRIANGULATION STATION DISK
 NB1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1014_STAMPING: NO. 509
 NB1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1014+STABILITY: SURFACE MOTION
 NB1014
 NB1014  HISTORY     - Date     Condition        Report By
 NB1014  HISTORY     - 1939     MONUMENTED       CGS
 NB1014  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NB1014  HISTORY     - 1942     GOOD             NGS
 NB1014  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 NB1014  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 NB1014  HISTORY     - 1990     GOOD             USPSQD
 NB1014
 NB1014                          STATION DESCRIPTION
 NB1014
 NB1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1014'THIS IS A UNITED STATES GEOLOGICAL SURVEY TRIANGULATION STATION
 NB1014'AND BENCH MARK (NAME UNKNOWN, PRESUMABLY NO.509) LOCATED BY AIR
 NB1014'LINE ABOUT 2 MILES SOUTH OF THE STEUBEN-YATES COUNTY LINE
 NB1014'AND 2.7 MILES NORTHWEST OF PRATTSVILLE, ON THE PROPERTY OF
 NB1014'MR. H.W. GLEASON WHO LIVES 0.6 MILE NORTHEAST OF STATION.  IT
 NB1014'IS ON A BRUSHY HILL 0.15 MILE WEST OF A NORTH-SOUTH DIRT ROAD
 NB1014'AND 20 FEET SOUTH OF EDGE OF OPEN FIELD.  THE MARK IS A
 NB1014'STANDARD UNITED STATES GEOLOGICAL SURVEY BRASS DISK SET IN TOP
 NB1014'OF A 6- BY 7-INCH MARBLE POST PROTRUDING 1 INCH (MARK IS
 NB1014'STAMPED NO.509).
 NB1014'
 NB1014'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 NB1014'CONCRETE AS DESCRIBED IN NOTE 11A.
 NB1014'
 NB1014'REFERENCE MARK NO.1 IS ON THE SOUTH SLOPE OF GRASSY KNOLL
 NB1014'WHICH IS THE FIRST KNOLL NORTHEAST OF STATION.
 NB1014'
 NB1014'REFERENCE MARK NO.2 IS AT THE EDGE OF THE BRUSH.
 NB1014'
 NB1014'THE AZIMUTH MARK IS 1.2 MILES NORTH OF HIGHWAY 274 IN
 NB1014'TELEPHONE LINE, 15 FEET EAST OF CENTER LINE OF GRAVEL ROAD AND
 NB1014'0.15 MILE NORTH OF SMALL SCHOOLHOUSE ON WEST SIDE OF ROAD.  A
 NB1014'4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED
 NB1014'U.S. TRIANGULATION WAS SET AT STATION.  IT PROJECTS 2 FEET ABOVE
 NB1014'THE SURFACE.
 NB1014'
 NB1014'TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS 53 AND 247
 NB1014'AT NORTH EDGE OF PRATTSVILLE GO NORTHWEST ON 247 FOR 3.0 MILES
 NB1014'TO INTERSECTION OF NORTH-SOUTH DIRT ROAD AT TOP OF RIDGE AND
 NB1014'ABOUT THE CENTER OF A LEFT CURVE IN HIGHWAY.  MR. GLEASON LIVES
 NB1014'IN THE NORTHEAST CORNER OF INTERSECTION OF ROADS.  TURN LEFT
 NB1014'(SOUTH) FOR 0.1 MILE TO A CONCRETE CULVERT.  THENCE CONTINUE
 NB1014'STRAIGHT AHEAD 0.5 MILE ALMOST TO TOP OF HILL.  THENCE RIGHT
 NB1014'(WEST) CROSS COUNTRY ALONG NORTH SIDE OF BRUSH 0.15 MILE TO
 NB1014'STATION.
 NB1014'
 NB1014'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 NB1014
 NB1014                          STATION RECOVERY (1942)
 NB1014
 NB1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 NB1014'STATION, REFERENCE MARKS NO.1 AND 2 AND AZIMUTH MARK WERE
 NB1014'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NB1014'
 NB1014'STATION IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION AND
 NB1014'BENCH MARK, ABOUT 2.0 MILES AIRLINE SOUTH OF THE STEUBEN-YATES
 NB1014'COUNTY LINE, ON THE PROPERTY OF MR. H.W. GLEASON, ABOUT
 NB1014'2.7 MILES NORTHWEST OF PRATTSVILLE AND ON A BRUSH COVERED
 NB1014'HILL.  IT IS ABOUT 0.6 MILE SOUTHWEST OF THE RESIDENCE OF
 NB1014'MR. GLEASON AND INTERSECTION OF NORTH-SOUTH DIRT ROAD WITH
 NB1014'STATE HIGHWAY NO.53 AND 247.  IT IS ABOUT 0.15 MILE WEST OF THE
 NB1014'NORTH-SOUTH ROAD, 20.0 FEET SOUTH OF EDGE OF OPEN FIELD AND
 NB1014'4 X 4-INCH WOODEN MARKER POST WAS FOUND SET AT THE
 NB1014'STATION.  TABLET IS STAMPED NO 509 AND IS SET IN THE TOP OF
 NB1014'A 6 X 7-INCH MARBLE POST PROJECTING ABOUT 0.2 FOOT.
 NB1014'
 NB1014'R.M. NO.1 IS ON THE SOUTH SLOPE OF A GRASSY KNOLL WHICH IS
 NB1014'THE FIRST KNOLL NORTHEAST OF THE STATION, AND 223.4 FEET
 NB1014'NORTHEAST OF THE STATION.  IT IS (NOTE 11A).
 NB1014'
 NB1014'R.M. NO.2 IS AT THE EDGE OF BRUSH AND 81.5 FEET NORTHWEST OF THE
 NB1014'STATION.  IT IS DESCRIBED BY NOTE 11A.
 NB1014'
 NB1014'AZIMUTH MARK IS APPROXIMATELY 1.8 MILES NORTH OF THE STATION,
 NB1014'ABOUT 1.2 MILES NORTH OF MR. GLEASONS RESIDENCE AT INTERSECTION
 NB1014'OF NORTH-SOUTH ROAD WITH STATE HIGHWAY AND ALONG THE DIRT
 NB1014'ROAD.  IT IS IN LINE WITH TELEPHONE LINE AND 15.0 FEET EAST OF
 NB1014'THE CENTERLINE OF THE ROAD AND ABOUT 0.15 MILE NORTH OF A SMALL
 NB1014'SCHOOL HOUSE.
 NB1014
 NB1014                          STATION RECOVERY (1942)
 NB1014
 NB1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NB1014'2.7 MI NW FROM PRATTSBURG.
 NB1014'TO REACH FROM THE POST OFFICE AT PRATTSBURG--PROCEED TO THE NORTH
 NB1014'EDGE OF TOWN TO INTERSECTION OF STATE HIGHWAY NOS. 53 AND 247. THENCE
 NB1014'GO 2.8 MILES NORTHWESTERLY ALONG STATE HIGHWAY NO. 247 OR NO. 53 TO
 NB1014'INTESECTION OF NORTH-SOUTH DIRT ROAD AT THE TOP OF A RIDGE AND ABOUT
 NB1014'THE CENTER OF CURVE IN HIGHWAY. THENCE GO SOUTH (LEFT) 0.6 MILE ALONG
 NB1014'ROAD TO EDGE OF BRUSH LINE. THENCE, GO 0.15 MILE ACROSS COUNTRY ALONG
 NB1014'THE NORTH EDGE OF BRUSH LINE TO THE SITE OF THE STATION. STATION IS
 NB1014'ABOUT 0.6 MILE SOUTHWEST OF MR.H W GLEASONS RESIDENCE AND
 NB1014'INTERSECTION OF NORTH-SOUTH ROAD WITH STATE HIGHWAY NO. 247 OR NO.
 NB1014'53, ON THE
 NB1014'PROPERTY OF MR. GLEASON AND ON A BRUSHY HILL ABOUT 0.15 MILE WEST OF
 NB1014'THE NORTH-SOUTH ROAD. IT IS 20.0 FEET SOUTH OF THE EDGE OF AN OPEN
 NB1014'FIELD. THE MONUMENT PROJECTS ABOUT 0.3 FOOT.
 NB1014
 NB1014                          STATION RECOVERY (1970)
 NB1014
 NB1014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (JPM)
 NB1014'STATION GLEASON FOUND IN GOOD CONDITION
 NB1014'
 NB1014'RF MARK 1 FOUND IN GOOD CONDITION
 NB1014'
 NB1014'RF MARK 2 FOUND IN GOOD CONDITION
 NB1014'
 NB1014'WITNESS POST SET 3 FT. SOUTHWEST OF THE STATION.
 NB1014'
 NB1014'TO REACH STATION FROM THE HIGH SCHOOL IN PRATTSBURG
 NB1014'GO NORTHWEST ON HIGHWAY 53 FOR 3.0 MILES TO INTERSECTION
 NB1014'OF NORTH-SOUTH DIRT ROAD AT TOP OF RIDGE AND ABOUT THE
 NB1014'CENTER OF A LEFT CURVE IN HIGHWAY.  TURN LEFT (SOUTH) FOR
 NB1014'0.1 MILE TO A CONCRETE CULVERT.  THENCE CONTINUE STRAIGHT AHEAD
 NB1014'0.5 MILE ALMOST TO TOP OF HILL.  THENCE RIGHT (WEST) ALONG
 NB1014'GRAVEL ROAD TO PRATTSBURG FIRE TOWER AND THE STATION.  STATION
 NB1014'IS 50 FT SOUTHWEST OF FIRE TOWER.
 NB1014
 NB1014                          STATION RECOVERY (1972)
 NB1014
 NB1014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JCD)
 NB1014'GLEASON NO. 509 GOOD
 NB1014'
 NB1014'GLEASON AZ MK NOT RECOVERED.  WE SEARCHED SEVERAL HUNDRED FEET N
 NB1014'AND S ON THE EAST SIDE OF ROAD FROM A POINT 0.15 MI. N OF
 NB1014'SCHOOLHOUSE ON W SIDE OF ROAD.
 NB1014
 NB1014                          STATION RECOVERY (1990)
 NB1014
 NB1014'RECOVERY NOTE BY US POWER SQUADRON 1990 (RSS)
 NB1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0657 ***********************************************************************
 PG0657  DESIGNATION -  51 DHRR
 PG0657  PID         -  PG0657
 PG0657  STATE/COUNTY-  NY/ESSEX
 PG0657  USGS QUAD   -  
 PG0657
 PG0657                         *CURRENT SURVEY CONTROL
 PG0657  ___________________________________________________________________
 PG0657* NAD 83(1986)-  44 03 09.     (N)    073 27 20.     (W)     SCALED    
 PG0657* NAVD 88     -        32.803  (meters)     107.62   (feet)  ADJUSTED  
 PG0657  ___________________________________________________________________
 PG0657  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PG0657  DYNAMIC HT  -          32.799 (meters)     107.61  (feet)  COMP
 PG0657  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 PG0657
 PG0657  VERT ORDER  -  FIRST     CLASS I
 PG0657
 PG0657.The horizontal coordinates were scaled from a topographic map and have
 PG0657.an estimated accuracy of +/- 6 seconds.
 PG0657
 PG0657.The orthometric height was determined by differential leveling
 PG0657.and adjusted by the National Geodetic Survey in June 1991..
 PG0657.WARNING-Repeat measurements at this control monument indicate possible
 PG0657.vertical movement.
 PG0657
 PG0657.The geoid height was determined by GEOID03.
 PG0657
 PG0657.The dynamic height is computed by dividing the NAVD 88
 PG0657.geopotential number by the normal gravity value computed on the
 PG0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0657.degrees latitude (g = 980.6199 gals.).
 PG0657
 PG0657.The modeled gravity was interpolated from observed gravity values.
 PG0657
 PG0657;                    North         East    Units  Estimated Accuracy
 PG0657;SPC NY E     -   580,130.      233,690.      MT  (+/- 180 meters Scaled)
 PG0657
 PG0657                          SUPERSEDED SURVEY CONTROL
 PG0657
 PG0657  NGVD 29 (??/??/??)   32.986  (m)          108.22   (f) ADJUSTED    1 1
 PG0657
 PG0657.Superseded values are not recommended for survey control.
 PG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0657.See file dsdata.txt to determine how the superseded data were derived.
 PG0657
 PG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP237788(NAD 83)
 PG0657_MARKER: B = BOLT
 PG0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0657_SP_SET: SIGNAL
 PG0657_MARK LOGO: DHRR  
 PG0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0657
 PG0657  HISTORY     - Date     Condition        Report By
 PG0657  HISTORY     - UNK      MONUMENTED       DHRR
 PG0657  HISTORY     - 1973     GOOD             NGS
 PG0657  HISTORY     - 1984     GOOD             NGS
 PG0657
 PG0657                          STATION DESCRIPTION
 PG0657
 PG0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0657'0.8 MI N FROM PORT HENRY.
 PG0657'ABOUT 0.8 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0657'STATION AT PORT HENRY, AT THE CROSSING WITH MUNICIPAL BEACH ROAD, 38
 PG0657'FEET SOUTH OF THE CENTER LINE OF THE CROSSING, 9 1/2 FEET SOUTHEAST OF
 PG0657'THE SOUTHEAST RAIL OF MAIN TRACK, SET IN TOP OF A 3/4 INCH ANCHOR BOLT
 PG0657'AT THE NORTH CORNER OF SIGNAL 117.1, 1 FOOT ABOVE LEVEL OF THE RAILS.
 PG0657
 PG0657                          STATION RECOVERY (1984)
 PG0657
 PG0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PG0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2348 ***********************************************************************
 OF2348  DESIGNATION -  5103 RCS 1972
 OF2348  PID         -  OF2348
 OF2348  STATE/COUNTY-  NY/MONROE
 OF2348  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2348
 OF2348                         *CURRENT SURVEY CONTROL
 OF2348  ___________________________________________________________________
 OF2348* NAD 83(1996)-  43 09 53.03427(N)    077 39 35.73468(W)     ADJUSTED  
 OF2348* NAVD 88     -       163.9    (meters)     538.     (feet)  VERTCON   
 OF2348  ___________________________________________________________________
 OF2348  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OF2348  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF2348
 OF2348  HORZ ORDER  -  SECOND
 OF2348
 OF2348.The horizontal coordinates were established by classical geodetic methods
 OF2348.and adjusted by the National Geodetic Survey in January 1999..
 OF2348
 OF2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2348
 OF2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2348
 OF2348.The geoid height was determined by GEOID03.
 OF2348
 OF2348;                    North         East     Units Scale Factor Converg.
 OF2348;SPC NY W     -   351,883.610   425,089.563   MT  1.00000684   +0 37 54.2
 OF2348;SPC NY W     - 1,154,471.48  1,394,648.01   sFT  1.00000684   +0 37 54.2
 OF2348;UTM  18      - 4,782,543.154   283,768.785   MT  1.00017521   -1 49 13.3
 OF2348
 OF2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2348!SPC NY W     -   0.99997987  x   1.00000684  =   0.99998671
 OF2348!UTM  18      -   0.99997987  x   1.00017521  =   1.00015508
 OF2348
 OF2348:                Primary Azimuth Mark                     Grid Az
 OF2348:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            301 20 03.0
 OF2348:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            303 47 10.5
 OF2348
 OF2348|---------------------------------------------------------------------|
 OF2348| PID    Reference Object                     Distance      Geod. Az  |
 OF2348|                                                           dddmmss.s |
 OF2348| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 1.2 KM 3015757.2 |
 OF2348|---------------------------------------------------------------------|
 OF2348
 OF2348                          SUPERSEDED SURVEY CONTROL
 OF2348
 OF2348  NAD 83(1986)-  43 09 53.04148(N)    077 39 35.73189(W) AD(       ) 2
 OF2348  NAD 27      -  43 09 52.82055(N)    077 39 36.71861(W) AD(       ) 2
 OF2348  NGVD 29 (07/19/86)  164.1    (m)          538.     (f) VERT ANG       
 OF2348
 OF2348.Superseded values are not recommended for survey control.
 OF2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2348.See file dsdata.txt to determine how the superseded data were derived.
 OF2348
 OF2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8376982543(NAD 83)
 OF2348_MARKER: H = DRILL HOLE
 OF2348_SETTING: 0 = UNSPECIFIED SETTING
 OF2348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2348
 OF2348  HISTORY     - Date     Condition        Report By
 OF2348  HISTORY     - 1972     MONUMENTED       NY5230
 OF2348
 OF2348                          STATION DESCRIPTION
 OF2348
 OF2348'DESCRIBED BY CITY OF ROCHESTER NEW YORK 1972 (JEG)
 OF2348'IN CITY OF ROCHESTER AT INTERSECTION OF LYELL AVENUE AND OLD
 OF2348'MT. READ BLVD. IN NORTH SIDEWALK.
 OF2348'
 OF2348'21.8 FT N. OF N. EDGE OF CENTER MALL OF LYELL AVENUE
 OF2348'
 OF2348'30.3 FT NW OF A MANHOLE
 OF2348'
 OF2348'37.5 FT W. OF A SIGN PLACED IN TRAFFIC ISLAND
 OF2348'
 OF2348'1.1 FT N. OF S. EDGE OF CONCRETE WALK
 OF2348'
 OF2348'4.4 FT S. OF N. EDGE OF CONCRETE WALK
 OF2348'
 OF2348'MONUMENT IS A ROCHESTER CITY SURVEY STANDARD DRILL HOLE IN A
 OF2348'GRANITE COLUMN SET FLUSH WITH GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2344 ***********************************************************************
 OF2344  DESIGNATION -  5104 MCGS 1972
 OF2344  PID         -  OF2344
 OF2344  STATE/COUNTY-  NY/MONROE
 OF2344  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2344
 OF2344                         *CURRENT SURVEY CONTROL
 OF2344  ___________________________________________________________________
 OF2344* NAD 83(1996)-  43 10 01.20411(N)    077 39 34.51698(W)     ADJUSTED  
 OF2344* NAVD 88     -       168.8    (meters)     554.     (feet)  VERTCON   
 OF2344  ___________________________________________________________________
 OF2344  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 OF2344  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF2344
 OF2344  HORZ ORDER  -  SECOND
 OF2344
 OF2344.The horizontal coordinates were established by classical geodetic methods
 OF2344.and adjusted by the National Geodetic Survey in January 1999..
 OF2344
 OF2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2344
 OF2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2344
 OF2344.The geoid height was determined by GEOID03.
 OF2344
 OF2344;                    North         East     Units Scale Factor Converg.
 OF2344;SPC NY W     -   352,136.020   425,114.288   MT  1.00000688   +0 37 55.2
 OF2344;SPC NY W     - 1,155,299.59  1,394,729.13   sFT  1.00000688   +0 37 55.2
 OF2344;UTM  18      - 4,782,794.319   283,804.292   MT  1.00017502   -1 49 12.7
 OF2344
 OF2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2344!SPC NY W     -   0.99997910  x   1.00000688  =   0.99998598
 OF2344!UTM  18      -   0.99997910  x   1.00017502  =   1.00015412
 OF2344
 OF2344:                Primary Azimuth Mark                     Grid Az
 OF2344:SPC NY W     -  5105 RCS 1972                            003 23 50.7
 OF2344:UTM  18      -  5105 RCS 1972                            005 50 58.6
 OF2344
 OF2344|---------------------------------------------------------------------|
 OF2344| PID    Reference Object                     Distance      Geod. Az  |
 OF2344|                                                           dddmmss.s |
 OF2344| OF2342 5105 RCS 1972                       APPROX. 0.8 KM 0040145.9 |
 OF2344| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX. 3.3 KM 1015941.5 |
 OF2344| OF2348 5103 RCS 1972                       253.617 METERS 18614     |
 OF2344|---------------------------------------------------------------------|
 OF2344
 OF2344                          SUPERSEDED SURVEY CONTROL
 OF2344
 OF2344  NAD 83(1986)-  43 10 01.21137(N)    077 39 34.51418(W) AD(       ) 2
 OF2344  NAD 27      -  43 10 00.98891(N)    077 39 35.50132(W) AD(       ) 2
 OF2344  NGVD 29 (07/19/86)  169.0    (m)          554.     (f) VERT ANG       
 OF2344
 OF2344.Superseded values are not recommended for survey control.
 OF2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2344.See file dsdata.txt to determine how the superseded data were derived.
 OF2344
 OF2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8380482794(NAD 83)
 OF2344_MARKER: DD = SURVEY DISK
 OF2344_SETTING: 0 = UNSPECIFIED SETTING
 OF2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2344
 OF2344  HISTORY     - Date     Condition        Report By
 OF2344  HISTORY     - 1972     MONUMENTED       NY-055
 OF2344  HISTORY     - 20021002 GOOD             SEAR
 OF2344
 OF2344                          STATION DESCRIPTION
 OF2344
 OF2344'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2344'THE STATION IS LOCATED 0.5 MILE SOUTH OF EMERSON STREET AND 0.2
 OF2344'MILES NORTH OF LYELL AVE. ON MT. READ BOULEVARD.  IT IS LOCATED
 OF2344'IN THE NORTH WEST CORNER OF A BRIDGE OVER THE RAILROAD.  19.6
 OF2344'FT FROM THE CENTERLINE OF MT. READ BOULEVARD SOUTH BOUND 3.7 FT
 OF2344'FROM THE END OF GUARD RAIL.
 OF2344'
 OF2344'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2344'5104 GROUTED INTO WALK.
 OF2344
 OF2344                          STATION RECOVERY (2002)
 OF2344
 OF2344'RECOVERY NOTE BY SEAR-BROWN 2002 (GTB)
 OF2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2342 ***********************************************************************
 OF2342  DESIGNATION -  5105 RCS 1972
 OF2342  PID         -  OF2342
 OF2342  STATE/COUNTY-  NY/MONROE
 OF2342  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2342
 OF2342                         *CURRENT SURVEY CONTROL
 OF2342  ___________________________________________________________________
 OF2342* NAD 83(1996)-  43 10 25.54726(N)    077 39 32.17403(W)     ADJUSTED  
 OF2342* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 OF2342  ___________________________________________________________________
 OF2342  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 OF2342  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF2342
 OF2342  HORZ ORDER  -  SECOND
 OF2342
 OF2342.The horizontal coordinates were established by classical geodetic methods
 OF2342.and adjusted by the National Geodetic Survey in January 1999..
 OF2342
 OF2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2342
 OF2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2342
 OF2342.The geoid height was determined by GEOID03.
 OF2342
 OF2342;                    North         East     Units Scale Factor Converg.
 OF2342;SPC NY W     -   352,887.794   425,158.917   MT  1.00000696   +0 37 57.0
 OF2342;SPC NY W     - 1,157,766.04  1,394,875.55   sFT  1.00000696   +0 37 57.0
 OF2342;UTM  18      - 4,783,543.620   283,881.061   MT  1.00017461   -1 49 11.9
 OF2342
 OF2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2342!SPC NY W     -   0.99997972  x   1.00000696  =   0.99998668
 OF2342!UTM  18      -   0.99997972  x   1.00017461  =   1.00015432
 OF2342
 OF2342:                Primary Azimuth Mark                     Grid Az
 OF2342:SPC NY W     -  5104 MCGS 1972                           183 23 50.5
 OF2342:UTM  18      -  5104 MCGS 1972                           185 50 59.4
 OF2342
 OF2342|---------------------------------------------------------------------|
 OF2342| PID    Reference Object                     Distance      Geod. Az  |
 OF2342|                                                           dddmmss.s |
 OF2342| OF2344 5104 MCGS 1972                      APPROX. 0.8 KM 1840147.5 |
 OF2342| OF2305 RAILROAD MCGS 1969                  263.272 METERS 34929     |
 OF2342|---------------------------------------------------------------------|
 OF2342
 OF2342                          SUPERSEDED SURVEY CONTROL
 OF2342
 OF2342  NAD 83(1986)-  43 10 25.55451(N)    077 39 32.17122(W) AD(       ) 2
 OF2342  NAD 27      -  43 10 25.33113(N)    077 39 33.15878(W) AD(       ) 2
 OF2342  NGVD 29 (07/19/86)  165.1    (m)          542.     (f) VERT ANG       
 OF2342
 OF2342.Superseded values are not recommended for survey control.
 OF2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2342.See file dsdata.txt to determine how the superseded data were derived.
 OF2342
 OF2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8388183544(NAD 83)
 OF2342_MARKER: H = DRILL HOLE
 OF2342_SETTING: 0 = UNSPECIFIED SETTING
 OF2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2342
 OF2342  HISTORY     - Date     Condition        Report By
 OF2342  HISTORY     - 1972     MONUMENTED       NY5230
 OF2342
 OF2342                          STATION DESCRIPTION
 OF2342
 OF2342'DESCRIBED BY CITY OF ROCHESTER NEW YORK 1972 (JEG)
 OF2342'IN CITY OF ROCHESTER AT INTERSECTION OF MT. READ BLVD. AND
 OF2342'EMERSON ST.
 OF2342'
 OF2342'35.8 FT S. OF CENTERLINE EMERSON ST.
 OF2342'
 OF2342'65.5 FT NW OF NW CORNER OF FIRE HOUSE.
 OF2342'
 OF2342'21.3 FT N. OF SIGNAL LITE CONTROL BOX.
 OF2342'
 OF2342'8.1 FT N. OF MANHOLE
 OF2342'
 OF2342'1.7 FT N. OF S. EDGE OF CONCRETE WALK
 OF2342'
 OF2342'3.0 FT S. OF N. EDGE OF CONCRETE WALK
 OF2342'
 OF2342'MONUMENT IS A ROCHESTER CITY SURVEY STANDARD DRILL HOLE IN A
 OF2342'GRANITE COLUMN SET AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1367 ***********************************************************************
 KU1367  DESIGNATION -  511
 KU1367  PID         -  KU1367
 KU1367  STATE/COUNTY-  NY/QUEENS
 KU1367  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1367
 KU1367                         *CURRENT SURVEY CONTROL
 KU1367  ___________________________________________________________________
 KU1367* NAD 83(1986)-  40 34 52.     (N)    073 49 54.     (W)     SCALED    
 KU1367* NAVD 88     -         2.892  (meters)       9.49   (feet)  ADJUSTED  
 KU1367  ___________________________________________________________________
 KU1367  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU1367  DYNAMIC HT  -           2.891 (meters)       9.48  (feet)  COMP
 KU1367  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KU1367
 KU1367  VERT ORDER  -  FIRST     CLASS II
 KU1367
 KU1367.The horizontal coordinates were scaled from a topographic map and have
 KU1367.an estimated accuracy of +/- 6 seconds.
 KU1367
 KU1367.The orthometric height was determined by differential leveling
 KU1367.and adjusted by the National Geodetic Survey in June 1991..
 KU1367.WARNING-Repeat measurements at this control monument indicate possible
 KU1367.vertical movement.
 KU1367
 KU1367.The geoid height was determined by GEOID03.
 KU1367
 KU1367.The dynamic height is computed by dividing the NAVD 88
 KU1367.geopotential number by the normal gravity value computed on the
 KU1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1367.degrees latitude (g = 980.6199 gals.).
 KU1367
 KU1367.The modeled gravity was interpolated from observed gravity values.
 KU1367
 KU1367;                    North         East    Units  Estimated Accuracy
 KU1367;SPC NY L     -    46,040.      314,250.      MT  (+/- 180 meters Scaled)
 KU1367
 KU1367                          SUPERSEDED SURVEY CONTROL
 KU1367
 KU1367  NGVD 29 (??/??/92)    3.228  (m)           10.59   (f) ADJ UNCH    1 2
 KU1367
 KU1367.Superseded values are not recommended for survey control.
 KU1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1367.See file dsdata.txt to determine how the superseded data were derived.
 KU1367
 KU1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK988929(NAD 83)
 KU1367_MARKER: Q = CHISELED SQUARE
 KU1367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1367_SP_SET: STEP
 KU1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1367
 KU1367  HISTORY     - Date     Condition        Report By
 KU1367  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1367  HISTORY     - 1952     GOOD             NGS
 KU1367
 KU1367                          STATION DESCRIPTION
 KU1367
 KU1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1367'AT NEW YORK.
 KU1367'AT NEW YORK, IN BOROUGH OF QUEENS, AT INTERSECTION OF ROCKAWAY
 KU1367'BEACH BOULEVARD AND B 110TH STREET, AT ROCKAWAY BEACH, IN THE
 KU1367'TOP OF THE BOTTOM CIRCULAR CONCRETE STEP AT NORTHEAST CORNER
 KU1367'ENTRANCE TO PUBLIC SCHOOL NO. 43, 5.7 FEET NORTH OF SOUTH END
 KU1367'OF STEP, 81 FEET EAST OF EAST CURB OF B 110TH STREET AND ABOUT
 KU1367'1/2 FOOT ABOVE LEVEL OF SCHOOL SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0444 ***********************************************************************
 KU0444  DESIGNATION -  512.509
 KU0444  PID         -  KU0444
 KU0444  STATE/COUNTY-  NY/SUFFOLK
 KU0444  USGS QUAD   -  GREENLAWN (1979)
 KU0444
 KU0444                         *CURRENT SURVEY CONTROL
 KU0444  ___________________________________________________________________
 KU0444* NAD 83(1986)-  40 52 21.     (N)    073 20 49.     (W)     SCALED    
 KU0444* NAVD 88     -        65.292  (meters)     214.21   (feet)  ADJUSTED  
 KU0444  ___________________________________________________________________
 KU0444  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 KU0444  DYNAMIC HT  -          65.269 (meters)     214.14  (feet)  COMP
 KU0444  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 KU0444
 KU0444  VERT ORDER  -  SECOND    CLASS 0
 KU0444
 KU0444.The horizontal coordinates were scaled from a topographic map and have
 KU0444.an estimated accuracy of +/- 6 seconds.
 KU0444
 KU0444.The orthometric height was determined by differential leveling
 KU0444.and adjusted by the National Geodetic Survey in June 1991..
 KU0444
 KU0444.The geoid height was determined by GEOID03.
 KU0444
 KU0444.The dynamic height is computed by dividing the NAVD 88
 KU0444.geopotential number by the normal gravity value computed on the
 KU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0444.degrees latitude (g = 980.6199 gals.).
 KU0444
 KU0444.The modeled gravity was interpolated from observed gravity values.
 KU0444
 KU0444;                    North         East    Units  Estimated Accuracy
 KU0444;SPC NY L     -    78,590.      355,050.      MT  (+/- 180 meters Scaled)
 KU0444
 KU0444                          SUPERSEDED SURVEY CONTROL
 KU0444
 KU0444  NGVD 29 (??/??/92)   65.605  (m)          215.24   (f) ADJ UNCH    2 0
 KU0444
 KU0444.Superseded values are not recommended for survey control.
 KU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0444.See file dsdata.txt to determine how the superseded data were derived.
 KU0444
 KU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL392259(NAD 83)
 KU0444_MARKER: Z = SEE DESCRIPTION
 KU0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0444_SP_SET: BRIDGE SEAT
 KU0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0444
 KU0444  HISTORY     - Date     Condition        Report By
 KU0444  HISTORY     - UNK      MONUMENTED       LIRR
 KU0444  HISTORY     - 1932     GOOD             NGS
 KU0444  HISTORY     - 1969     POOR             LOCSUR
 KU0444  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0444  HISTORY     - 19860917 MARK NOT FOUND   USPSQD
 KU0444
 KU0444                          STATION DESCRIPTION
 KU0444
 KU0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0444'0.9 MI E FROM GREENLAWN.
 KU0444'0.9 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM GREENLAWN,
 KU0444'SUFFOLK COUNTY, 35 FEET NORTHWEST OF POLE 38/15, AT BRIDGE
 KU0444'NO. P-385, ON THE BRIDGE SEAT AT THE EXTREME NORTHEAST CORNER OF
 KU0444'THE EAST CONCRETE ABUTMENT, AND 10.2 FEET NORTH OF THE NORTH
 KU0444'RAIL.  A ROUGHLY CHISELED KNOB.
 KU0444
 KU0444                          STATION RECOVERY (1969)
 KU0444
 KU0444'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 KU0444'MARK RECOVERED IN POOR CONDITION.
 KU0444
 KU0444                          STATION RECOVERY (1985)
 KU0444
 KU0444'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU0444'MARK NOT FOUND.
 KU0444
 KU0444                          STATION RECOVERY (1986)
 KU0444
 KU0444'RECOVERY NOTE BY US POWER SQUADRON 1986 (SMH)
 KU0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1362 ***********************************************************************
 KU1362  DESIGNATION -  514
 KU1362  PID         -  KU1362
 KU1362  STATE/COUNTY-  NY/QUEENS
 KU1362  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1362
 KU1362                         *CURRENT SURVEY CONTROL
 KU1362  ___________________________________________________________________
 KU1362* NAD 83(1986)-  40 35 10.     (N)    073 48 59.     (W)     SCALED    
 KU1362* NAVD 88     -         2.043  (meters)       6.70   (feet)  ADJUSTED  
 KU1362  ___________________________________________________________________
 KU1362  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KU1362  DYNAMIC HT  -           2.042 (meters)       6.70  (feet)  COMP
 KU1362  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 KU1362
 KU1362  VERT ORDER  -  FIRST     CLASS II
 KU1362
 KU1362.The horizontal coordinates were scaled from a topographic map and have
 KU1362.an estimated accuracy of +/- 6 seconds.
 KU1362
 KU1362.The orthometric height was determined by differential leveling
 KU1362.and adjusted by the National Geodetic Survey in June 1991..
 KU1362
 KU1362.The geoid height was determined by GEOID03.
 KU1362
 KU1362.The dynamic height is computed by dividing the NAVD 88
 KU1362.geopotential number by the normal gravity value computed on the
 KU1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1362.degrees latitude (g = 980.6199 gals.).
 KU1362
 KU1362.The modeled gravity was interpolated from observed gravity values.
 KU1362
 KU1362;                    North         East    Units  Estimated Accuracy
 KU1362;SPC NY L     -    46,590.      315,540.      MT  (+/- 180 meters Scaled)
 KU1362
 KU1362                          SUPERSEDED SURVEY CONTROL
 KU1362
 KU1362  NGVD 29 (??/??/92)    2.380  (m)            7.81   (f) ADJ UNCH    1 2
 KU1362
 KU1362.Superseded values are not recommended for survey control.
 KU1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1362.See file dsdata.txt to determine how the superseded data were derived.
 KU1362
 KU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK001934(NAD 83)
 KU1362_MARKER: Q = CHISELED SQUARE
 KU1362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1362_SP_SET: BUILDING
 KU1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1362
 KU1362  HISTORY     - Date     Condition        Report By
 KU1362  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1362  HISTORY     - 1952     GOOD             NGS
 KU1362
 KU1362                          STATION DESCRIPTION
 KU1362
 KU1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1362'AT NEW YORK.
 KU1362'AT NEW YORK, IN BOROUGH OF QUEENS, AT ROCKAWAY BEACH, AT
 KU1362'INTERSECTION OF ROCKAWAY BEACH BOULEVARD AND B 94TH STREET, 94
 KU1362'FEET SOUTH OF SOUTH CURB OF ROCKAWAY BEACH BOULEVARD, 76 1/2
 KU1362'FEET EAST OF EAST CURB OF B 94TH STREET, AT PUBLIC SCHOOL NO.
 KU1362'44, A 1 1/4-INCH OUTLINED SQUARE NEAR THE NORTH EDGE OF STONE
 KU1362'BASE BETWEEN PAIR OF STONE PILLARS AT WEST SIDE OF NORTH
 KU1362'ENTRANCE TO SCHOOL AND 0.4 FOOT ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2392 ***********************************************************************
 OF2392  DESIGNATION -  516 NYGS 1969
 OF2392  PID         -  OF2392
 OF2392  STATE/COUNTY-  NY/MONROE
 OF2392  USGS QUAD   -  SPENCERPORT (1978)
 OF2392
 OF2392                         *CURRENT SURVEY CONTROL
 OF2392  ___________________________________________________________________
 OF2392* NAD 83(1996)-  43 10 45.50513(N)    077 51 34.24803(W)     ADJUSTED  
 OF2392* NAVD 88     -       181.10   (+/-2cm)     594.2    (feet)  VERTCON   
 OF2392  ___________________________________________________________________
 OF2392  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OF2392  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF2392
 OF2392  HORZ ORDER  -  SECOND
 OF2392  VERT ORDER  -  THIRD ? (See Below)
 OF2392
 OF2392.The horizontal coordinates were established by classical geodetic methods
 OF2392.and adjusted by the National Geodetic Survey in January 1999..
 OF2392
 OF2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2392.The vertical order pertains to the NGVD 29 superseded value.
 OF2392
 OF2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2392
 OF2392.The geoid height was determined by GEOID03.
 OF2392
 OF2392;                    North         East     Units Scale Factor Converg.
 OF2392;SPC NY W     -   353,343.155   408,845.494   MT  0.99998008   +0 29 43.1
 OF2392;SPC NY W     - 1,159,260.00  1,341,353.92   sFT  0.99998008   +0 29 43.1
 OF2392;UTM  18      - 4,784,696.951   267,598.390   MT  1.00026446   -1 57 27.3
 OF2392
 OF2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2392!SPC NY W     -   0.99997715  x   0.99998008  =   0.99995723
 OF2392!UTM  18      -   0.99997715  x   1.00026446  =   1.00024161
 OF2392
 OF2392                          SUPERSEDED SURVEY CONTROL
 OF2392
 OF2392  NAD 83(1986)-  43 10 45.51193(N)    077 51 34.24667(W) AD(       ) 2
 OF2392  NAD 27      -  43 10 45.29301(N)    077 51 35.21041(W) AD(       ) 2
 OF2392  NGVD 29 (07/19/86)  181.27   (m)          594.7    (f) LEVELING    3  
 OF2392
 OF2392.Superseded values are not recommended for survey control.
 OF2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2392.See file dsdata.txt to determine how the superseded data were derived.
 OF2392
 OF2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6759884697(NAD 83)
 OF2392_MARKER: DD = SURVEY DISK
 OF2392_SETTING: 0 = UNSPECIFIED SETTING
 OF2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2392
 OF2392  HISTORY     - Date     Condition        Report By
 OF2392  HISTORY     - 1936     MONUMENTED       NYGS
 OF2392  HISTORY     - 1969     GOOD             CGS
 OF2392
 OF2392                          STATION DESCRIPTION
 OF2392
 OF2392'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2392'IN OGDEN, 0.25 MILE WEST OF CHURCHVILLE-ADAMS BASIN ROAD, 21
 OF2392'FEET NORTH OF CENTER LINE OF COLBY STREET, 112 FEET NORTHWEST OF
 OF2392'NORTHEAST CORNER OF THE C.F. MURRAY HOUSE, 105 FEET NORTHWEST OF
 OF2392'NORTHWEST CORNER OF HOUSE, AND 5 FEET SOUTH OF NORTH RIGHT-OF-WAY
 OF2392'FENCE.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2392'DISK IN CONCRETE FLUSH WITH GROUND.
 OF2392
 OF2392                          STATION RECOVERY (1969)
 OF2392
 OF2392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2392'ADD TO ORIGINAL DESCRIPTION
 OF2392'
 OF2392'0.25 MILE WEST OF WASHINGTON STREET (CHURCHVILLE-ADAMS BASIN ROAD)
 OF2392'
 OF2392'1.0 FEET SOUTH OF A WITNESS POST
 OF2392'
 OF2392'1.04 MILE NORTHEAST OF STATION HUBBELL 1969
 OF2392'
 OF2392'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2392'STANDARD DISK IN CONCRETE STAMPED 516, 1936 AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0640 ***********************************************************************
 MZ0640  DESIGNATION -  5.166
 MZ0640  PID         -  MZ0640
 MZ0640  STATE/COUNTY-  NY/COLUMBIA
 MZ0640  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0640
 MZ0640                         *CURRENT SURVEY CONTROL
 MZ0640  ___________________________________________________________________
 MZ0640* NAD 83(1986)-  42 17 11.     (N)    073 46 33.     (W)     SCALED    
 MZ0640* NAVD 88     -         2.187  (meters)       7.18   (feet)  ADJUSTED  
 MZ0640  ___________________________________________________________________
 MZ0640  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ0640  DYNAMIC HT  -           2.186 (meters)       7.17  (feet)  COMP
 MZ0640  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 MZ0640
 MZ0640  VERT ORDER  -  FIRST     CLASS II
 MZ0640
 MZ0640.The horizontal coordinates were scaled from a topographic map and have
 MZ0640.an estimated accuracy of +/- 6 seconds.
 MZ0640
 MZ0640.The orthometric height was determined by differential leveling
 MZ0640.and adjusted by the National Geodetic Survey in June 1991..
 MZ0640.WARNING-Repeat measurements at this control monument indicate possible
 MZ0640.vertical movement.
 MZ0640
 MZ0640.The geoid height was determined by GEOID03.
 MZ0640
 MZ0640.The dynamic height is computed by dividing the NAVD 88
 MZ0640.geopotential number by the normal gravity value computed on the
 MZ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0640.degrees latitude (g = 980.6199 gals.).
 MZ0640
 MZ0640.The modeled gravity was interpolated from observed gravity values.
 MZ0640
 MZ0640;                    North         East    Units  Estimated Accuracy
 MZ0640;SPC NY E     -   383,660.      209,720.      MT  (+/- 180 meters Scaled)
 MZ0640
 MZ0640                          SUPERSEDED SURVEY CONTROL
 MZ0640
 MZ0640  NGVD 29 (??/??/92)    2.428  (m)            7.97   (f) ADJ UNCH    1 2
 MZ0640
 MZ0640.Superseded values are not recommended for survey control.
 MZ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0640.See file dsdata.txt to determine how the superseded data were derived.
 MZ0640
 MZ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM009823(NAD 83)
 MZ0640_MARKER: Q = CHISELED SQUARE
 MZ0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0640_SP_SET: MILEPOST
 MZ0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0640
 MZ0640  HISTORY     - Date     Condition        Report By
 MZ0640  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0640  HISTORY     - 1955     GOOD             NGS
 MZ0640
 MZ0640                          STATION DESCRIPTION
 MZ0640
 MZ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0640'2.5 MI N FROM HUDSON.
 MZ0640'ABOUT 2.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0640'STATION AT HUDSON, ABOUT 1.7 MILES SOUTH OF THE STATION AT STOCKPORT,
 MZ0640'A 1-INCH OUTLINED SQUARE ON THE BASE ON WEST SIDE OF MILE POST NY 117,
 MZ0640'7 1/2 FEET EAST OF EAST RAIL ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 MZ0640'ABOUT 1/2 FOOT BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2384 ***********************************************************************
 OF2384  DESIGNATION -  517 NYGS 1969
 OF2384  PID         -  OF2384
 OF2384  STATE/COUNTY-  NY/MONROE
 OF2384  USGS QUAD   -  SPENCERPORT (1978)
 OF2384
 OF2384                         *CURRENT SURVEY CONTROL
 OF2384  ___________________________________________________________________
 OF2384* NAD 83(1996)-  43 10 45.97937(N)    077 52 13.10663(W)     ADJUSTED  
 OF2384* NAVD 88     -       189.06   (+/-2cm)     620.3    (feet)  VERTCON   
 OF2384  ___________________________________________________________________
 OF2384  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OF2384  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2384
 OF2384  HORZ ORDER  -  SECOND
 OF2384  VERT ORDER  -  THIRD ? (See Below)
 OF2384
 OF2384.The horizontal coordinates were established by classical geodetic methods
 OF2384.and adjusted by the National Geodetic Survey in January 1999..
 OF2384
 OF2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2384.The vertical order pertains to the NGVD 29 superseded value.
 OF2384
 OF2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2384
 OF2384.The geoid height was determined by GEOID03.
 OF2384
 OF2384;                    North         East     Units Scale Factor Converg.
 OF2384;SPC NY W     -   353,350.259   407,967.826   MT  0.99997882   +0 29 16.5
 OF2384;SPC NY W     - 1,159,283.31  1,338,474.44   sFT  0.99997882   +0 29 16.5
 OF2384;UTM  18      - 4,784,741.624   266,721.578   MT  1.00026949   -1 57 54.0
 OF2384
 OF2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2384!SPC NY W     -   0.99997590  x   0.99997882  =   0.99995472
 OF2384!UTM  18      -   0.99997590  x   1.00026949  =   1.00024539
 OF2384
 OF2384:                Primary Azimuth Mark                     Grid Az
 OF2384:SPC NY W     -  HUBBELL                                  214 56 13.5
 OF2384:UTM  18      -  HUBBELL                                  217 23 24.0
 OF2384
 OF2384|---------------------------------------------------------------------|
 OF2384| PID    Reference Object                     Distance      Geod. Az  |
 OF2384|                                                           dddmmss.s |
 OF2384| OF2505 HUBBELL                             APPROX. 1.0 KM 2152530.0 |
 OF2384|---------------------------------------------------------------------|
 OF2384
 OF2384                          SUPERSEDED SURVEY CONTROL
 OF2384
 OF2384  NAD 83(1986)-  43 10 45.98616(N)    077 52 13.10527(W) AD(       ) 2
 OF2384  NAD 27      -  43 10 45.76742(N)    077 52 14.06764(W) AD(       ) 2
 OF2384  NGVD 29 (07/19/86)  189.23   (m)          620.8    (f) LEVELING    3  
 OF2384
 OF2384.Superseded values are not recommended for survey control.
 OF2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2384.See file dsdata.txt to determine how the superseded data were derived.
 OF2384
 OF2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6672284742(NAD 83)
 OF2384_MARKER: DD = SURVEY DISK
 OF2384_SETTING: 0 = UNSPECIFIED SETTING
 OF2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2384
 OF2384  HISTORY     - Date     Condition        Report By
 OF2384  HISTORY     - 1936     MONUMENTED       NYGS
 OF2384  HISTORY     - 1969     GOOD             CGS
 OF2384  HISTORY     - 1990     POOR             USPSQD
 OF2384
 OF2384                          STATION DESCRIPTION
 OF2384
 OF2384'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2384'IN OGDEN, 0.2 MILE EAST OF HUBBELL STREET, 23 FEET SOUTH OF
 OF2384'CENTER LINE OF COLBY STREET, 107.9 FEET SOUTHEAST OF SOUTHWEST
 OF2384'CORNER OF THE E.J. ADAMS HOUSE, 105 FEET SOUTHWEST OF CORNER OF
 OF2384'RIGHT-OF-WAY AND PROPERTY-LINE FENCES NORTH OF STREET, 101.2
 OF2384'FEET SOUTHWEST OF SOUTHEAST CORNER OF HOUSE NORTH OF STREET, AND
 OF2384'53 FEET SOUTHWEST OF 20-INCH EVERGREEN TREE NORTH OF
 OF2384'STREET.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF2384'DISK IN CONCRETE FLUSH WITH GROUND.
 OF2384
 OF2384                          STATION RECOVERY (1969)
 OF2384
 OF2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2384'ORIGINAL DESCRIPTION IS ADEQUATE
 OF2384
 OF2384                          STATION RECOVERY (1990)
 OF2384
 OF2384'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCP)
 OF2384'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0637 ***********************************************************************
 MZ0637  DESIGNATION -  5.173
 MZ0637  PID         -  MZ0637
 MZ0637  STATE/COUNTY-  NY/COLUMBIA
 MZ0637  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0637
 MZ0637                         *CURRENT SURVEY CONTROL
 MZ0637  ___________________________________________________________________
 MZ0637* NAD 83(1986)-  42 16 24.     (N)    073 47 00.     (W)     SCALED    
 MZ0637* NAVD 88     -         2.219  (meters)       7.28   (feet)  ADJUSTED  
 MZ0637  ___________________________________________________________________
 MZ0637  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ0637  DYNAMIC HT  -           2.218 (meters)       7.28  (feet)  COMP
 MZ0637  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 MZ0637
 MZ0637  VERT ORDER  -  FIRST     CLASS II
 MZ0637
 MZ0637.The horizontal coordinates were scaled from a topographic map and have
 MZ0637.an estimated accuracy of +/- 6 seconds.
 MZ0637
 MZ0637.The orthometric height was determined by differential leveling
 MZ0637.and adjusted by the National Geodetic Survey in June 1991..
 MZ0637
 MZ0637.The geoid height was determined by GEOID03.
 MZ0637
 MZ0637.The dynamic height is computed by dividing the NAVD 88
 MZ0637.geopotential number by the normal gravity value computed on the
 MZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0637.degrees latitude (g = 980.6199 gals.).
 MZ0637
 MZ0637.The modeled gravity was interpolated from observed gravity values.
 MZ0637
 MZ0637;                    North         East    Units  Estimated Accuracy
 MZ0637;SPC NY E     -   382,210.      209,120.      MT  (+/- 180 meters Scaled)
 MZ0637
 MZ0637                          SUPERSEDED SURVEY CONTROL
 MZ0637
 MZ0637  NGVD 29 (??/??/92)    2.460  (m)            8.07   (f) ADJ UNCH    1 2
 MZ0637
 MZ0637.Superseded values are not recommended for survey control.
 MZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0637.See file dsdata.txt to determine how the superseded data were derived.
 MZ0637
 MZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM003808(NAD 83)
 MZ0637_MARKER: Q = CHISELED SQUARE
 MZ0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0637_SP_SET: CULVERT
 MZ0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0637
 MZ0637  HISTORY     - Date     Condition        Report By
 MZ0637  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0637  HISTORY     - 1955     GOOD             NGS
 MZ0637
 MZ0637                          STATION DESCRIPTION
 MZ0637
 MZ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0637'1.5 MI N FROM HUDSON.
 MZ0637'ABOUT 1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0637'STATION AT HUDSON, A 1-INCH OUTLINED SQUARE ON BASE ON WEST SIDE OF
 MZ0637'MILE POST NY 116, 8 FEET EAST OF EAST RAIL OF EAST TRACK, 120 FEET
 MZ0637'SOUTH OF SOUTH END OF EAST CONCRETE HEAD WALL OF RAILROAD CULVERT NO.
 MZ0637'303A, ABOUT 2 FEET BELOW LEVEL OF TRACKS AND ABOUT 1 FOOT BELOW
 MZ0637'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0206 ***********************************************************************
 LY0206  DESIGNATION -  518
 LY0206  PID         -  LY0206
 LY0206  STATE/COUNTY-  NY/ORANGE
 LY0206  USGS QUAD   -  PINE BUSH (1956)
 LY0206
 LY0206                         *CURRENT SURVEY CONTROL
 LY0206  ___________________________________________________________________
 LY0206* NAD 83(1986)-  41 32 33.     (N)    074 21 49.     (W)     SCALED    
 LY0206* NAVD 88     -       157.549  (meters)     516.89   (feet)  ADJUSTED  
 LY0206  ___________________________________________________________________
 LY0206  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY0206  DYNAMIC HT  -         157.487 (meters)     516.69  (feet)  COMP
 LY0206  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 LY0206
 LY0206  VERT ORDER  -  SECOND    CLASS 0
 LY0206
 LY0206.The horizontal coordinates were scaled from a topographic map and have
 LY0206.an estimated accuracy of +/- 6 seconds.
 LY0206
 LY0206.The orthometric height was determined by differential leveling
 LY0206.and adjusted by the National Geodetic Survey in June 1991..
 LY0206
 LY0206.The geoid height was determined by GEOID03.
 LY0206
 LY0206.The dynamic height is computed by dividing the NAVD 88
 LY0206.geopotential number by the normal gravity value computed on the
 LY0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0206.degrees latitude (g = 980.6199 gals.).
 LY0206
 LY0206.The modeled gravity was interpolated from observed gravity values.
 LY0206
 LY0206;                    North         East    Units  Estimated Accuracy
 LY0206;SPC NY E     -   300,800.      161,380.      MT  (+/- 180 meters Scaled)
 LY0206
 LY0206                          SUPERSEDED SURVEY CONTROL
 LY0206
 LY0206  NGVD 29 (??/??/92)  157.75   (m)          517.6    (f) COMPUTED    2 0
 LY0206
 LY0206.Superseded values are not recommended for survey control.
 LY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0206.See file dsdata.txt to determine how the superseded data were derived.
 LY0206
 LY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL530991(NAD 83)
 LY0206_MARKER: DD = SURVEY DISK
 LY0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0206_SP_SET: STONE FOUNDATION
 LY0206_STAMPING: 518 ALBANY 1903
 LY0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0206+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 LY0206
 LY0206  HISTORY     - Date     Condition        Report By
 LY0206  HISTORY     - 1903     MONUMENTED       USGS
 LY0206  HISTORY     - 1942     GOOD             NGS
 LY0206  HISTORY     - 20041106 GOOD             GEOCAC
 LY0206
 LY0206                          STATION DESCRIPTION
 LY0206
 LY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0206'AT BULLVILLE.
 LY0206'THIS MARK IS AT BULLVILLE, ORANGE COUNTY, SET VERTICALLY IN THE
 LY0206'NORTH END OF THE STONE FOUNDATION OF THE EAST SIDE OF THE LARGE
 LY0206'BRICK CHURCH, JUST SOUTHWEST OF THE INTERSECTION, 18 INCHES
 LY0206'HIGHER THAN THE GROUND, AND IS A U.S. GEOLOGICAL SURVEY DISK
 LY0206'SET IN A DRILL HOLE.
 LY0206
 LY0206                          STATION RECOVERY (2004)
 LY0206
 LY0206'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 LY0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2504 ***********************************************************************
 OF2504  DESIGNATION -  518 NYGS 1969
 OF2504  PID         -  OF2504
 OF2504  STATE/COUNTY-  NY/MONROE
 OF2504  USGS QUAD   -  BROCKPORT (1978)
 OF2504
 OF2504                         *CURRENT SURVEY CONTROL
 OF2504  ___________________________________________________________________
 OF2504* NAD 83(1996)-  43 10 47.31039(N)    077 52 48.39953(W)     ADJUSTED  
 OF2504* NAVD 88     -       194.89   (+/-2cm)     639.4    (feet)  VERTCON   
 OF2504  ___________________________________________________________________
 OF2504  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 OF2504  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2504
 OF2504  HORZ ORDER  -  SECOND
 OF2504  VERT ORDER  -  THIRD ? (See Below)
 OF2504
 OF2504.The horizontal coordinates were established by classical geodetic methods
 OF2504.and adjusted by the National Geodetic Survey in January 1999..
 OF2504
 OF2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2504.The vertical order pertains to the NGVD 29 superseded value.
 OF2504
 OF2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2504
 OF2504.The geoid height was determined by GEOID03.
 OF2504
 OF2504;                    North         East     Units Scale Factor Converg.
 OF2504;SPC NY W     -   353,384.592   407,170.463   MT  0.99997769   +0 28 52.4
 OF2504;SPC NY W     - 1,159,395.95  1,335,858.43   sFT  0.99997769   +0 28 52.4
 OF2504;UTM  18      - 4,784,810.071   265,926.182   MT  1.00027406   -1 58 18.2
 OF2504
 OF2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2504!SPC NY W     -   0.99997499  x   0.99997769  =   0.99995268
 OF2504!UTM  18      -   0.99997499  x   1.00027406  =   1.00024904
 OF2504
 OF2504                          SUPERSEDED SURVEY CONTROL
 OF2504
 OF2504  NAD 83(1986)-  43 10 47.31716(N)    077 52 48.39818(W) AD(       ) 2
 OF2504  NAD 27      -  43 10 47.09859(N)    077 52 49.35932(W) AD(       ) 2
 OF2504  NGVD 29 (07/19/86)  195.06   (m)          640.0    (f) LEVELING    3  
 OF2504
 OF2504.Superseded values are not recommended for survey control.
 OF2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2504.See file dsdata.txt to determine how the superseded data were derived.
 OF2504
 OF2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6592684810(NAD 83)
 OF2504_MARKER: DD = SURVEY DISK
 OF2504_SETTING: 0 = UNSPECIFIED SETTING
 OF2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2504
 OF2504  HISTORY     - Date     Condition        Report By
 OF2504  HISTORY     - 1936     MONUMENTED       NYGS
 OF2504  HISTORY     - 1969     GOOD             CGS
 OF2504  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF2504
 OF2504                          STATION DESCRIPTION
 OF2504
 OF2504'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2504'IN OGDEN, 0.3 MILE WEST OF HUBBELL STREET, 26 FEET NORTH OF
 OF2504'CENTER LINE OF COLBY STREET, 60.9 FEET WEST OF 12-INCH ELM,
 OF2504'13.6 FEET WEST OF 1-1/2- BY 2-FOOT ROCK, AND 12.8 FEET EAST OF
 OF2504'2-1/2- BY 3-FOOT ROCK.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2504'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2504
 OF2504                          STATION RECOVERY (1969)
 OF2504
 OF2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2504'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2504'
 OF2504'IN OGDEN ALONG COLBY STREET
 OF2504'
 OF2504'0.3 MILE WEST OF HUBBELL ROAD
 OF2504'
 OF2504'0.6 MILE NORTH NORTHWEST OF STATION HUBBELL 1969
 OF2504'
 OF2504'1.3 MILES WEST OF WASHINGTON STREET (FORMALLY CHURCHVILLE-ADAMS
 OF2504'BASIN ROAD)
 OF2504'
 OF2504'26.5 FEET NORTH OF THE CENTERLINE OF COLBY STREET
 OF2504'
 OF2504'1.5 FEET SOUTH OF WITNESS POST
 OF2504'
 OF2504'92.0 FEET NORTHEAST OF POLE NO. 50 87
 OF2504'
 OF2504'60.9 FEET WEST OF 20-INCH STUMP
 OF2504'
 OF2504'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2504'STANDARD DISK IN CONCRETE STAMPED 518, 1936 AND PROJECTING 2 INCHES.
 OF2504
 OF2504                          STATION RECOVERY (1990)
 OF2504
 OF2504'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCP)
 OF2504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1034 ***********************************************************************
 OF1034  DESIGNATION -  519.152
 OF1034  PID         -  OF1034
 OF1034  STATE/COUNTY-  NY/MONROE
 OF1034  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1034
 OF1034                         *CURRENT SURVEY CONTROL
 OF1034  ___________________________________________________________________
 OF1034* NAD 83(1986)-  43 10 51.     (N)    077 38 59.     (W)     SCALED    
 OF1034* NAVD 88     -       157.973  (meters)     518.28   (feet)  ADJUSTED  
 OF1034  ___________________________________________________________________
 OF1034  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OF1034  DYNAMIC HT  -         157.933 (meters)     518.15  (feet)  COMP
 OF1034  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 OF1034
 OF1034  VERT ORDER  -  FIRST     CLASS II
 OF1034
 OF1034.The horizontal coordinates were scaled from a topographic map and have
 OF1034.an estimated accuracy of +/- 6 seconds.
 OF1034
 OF1034.The orthometric height was determined by differential leveling
 OF1034.and adjusted by the National Geodetic Survey in September 1994..
 OF1034
 OF1034.The geoid height was determined by GEOID03.
 OF1034
 OF1034.The dynamic height is computed by dividing the NAVD 88
 OF1034.geopotential number by the normal gravity value computed on the
 OF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1034.degrees latitude (g = 980.6199 gals.).
 OF1034
 OF1034.The modeled gravity was interpolated from observed gravity values.
 OF1034
 OF1034;                    North         East    Units  Estimated Accuracy
 OF1034;SPC NY W     -   353,680.      425,900.      MT  (+/- 180 meters Scaled)
 OF1034
 OF1034                          SUPERSEDED SURVEY CONTROL
 OF1034
 OF1034  NAVD 88 (06/15/91)  157.984  (m)          518.32   (f) UNKNOWN     1 2
 OF1034  NGVD 29 (??/??/92)  158.160  (m)          518.90   (f) ADJ UNCH    1 2
 OF1034
 OF1034.Superseded values are not recommended for survey control.
 OF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1034.See file dsdata.txt to determine how the superseded data were derived.
 OF1034
 OF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN846843(NAD 83)
 OF1034_MARKER: DD = SURVEY DISK
 OF1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1034_SP_SET: BRIDGE ABUTMENT
 OF1034_STAMPING: 519.152
 OF1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1034
 OF1034  HISTORY     - Date     Condition        Report By
 OF1034  HISTORY     - UNK      MONUMENTED       BORR
 OF1034  HISTORY     - 1941     GOOD             NGS
 OF1034
 OF1034                          STATION DESCRIPTION
 OF1034
 OF1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1034'AT ROCHESTER.
 OF1034'AT ROCHESTER, 4.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 OF1034'FROM THE PENNSYLVANIA RAILROAD BRIDGE OVER THE BARGE CANAL, SET IN
 OF1034'THE EAST CORNER OF THE SOUTH ABUTMENT OF BRIDGE NO. 3-03, 29 FEET
 OF1034'SOUTH OF THE CENTER-LINE OF DRIVING PARK AVENUE, 9.3 FEET EAST OF THE
 OF1034'EAST RAIL OF THE TRACK. A BUFFALO, ROCHESTER AND PITTSBURG BRONZE
 OF1034'DISK. NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0438 ***********************************************************************
 KU0438  DESIGNATION -  52
 KU0438  PID         -  KU0438
 KU0438  STATE/COUNTY-  NY/SUFFOLK
 KU0438  USGS QUAD   -  HUNTINGTON (1979)
 KU0438
 KU0438                         *CURRENT SURVEY CONTROL
 KU0438  ___________________________________________________________________
 KU0438* NAD 83(1986)-  40 52 16.     (N)    073 25 31.     (W)     SCALED    
 KU0438* NAVD 88     -        15.608  (meters)      51.21   (feet)  ADJUSTED  
 KU0438  ___________________________________________________________________
 KU0438  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU0438  DYNAMIC HT  -          15.603 (meters)      51.19  (feet)  COMP
 KU0438  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 KU0438
 KU0438  VERT ORDER  -  SECOND    CLASS 0
 KU0438
 KU0438.The horizontal coordinates were scaled from a topographic map and have
 KU0438.an estimated accuracy of +/- 6 seconds.
 KU0438
 KU0438.The orthometric height was determined by differential leveling
 KU0438.and adjusted by the National Geodetic Survey in June 1991..
 KU0438
 KU0438.The geoid height was determined by GEOID03.
 KU0438
 KU0438.The dynamic height is computed by dividing the NAVD 88
 KU0438.geopotential number by the normal gravity value computed on the
 KU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0438.degrees latitude (g = 980.6199 gals.).
 KU0438
 KU0438.The modeled gravity was interpolated from observed gravity values.
 KU0438
 KU0438;                    North         East    Units  Estimated Accuracy
 KU0438;SPC NY L     -    78,390.      348,450.      MT  (+/- 180 meters Scaled)
 KU0438
 KU0438                          SUPERSEDED SURVEY CONTROL
 KU0438
 KU0438  NGVD 29 (??/??/92)   15.927  (m)           52.25   (f) ADJ UNCH    2 0
 KU0438
 KU0438.Superseded values are not recommended for survey control.
 KU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0438.See file dsdata.txt to determine how the superseded data were derived.
 KU0438
 KU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL326256(NAD 83)
 KU0438_MARKER: DD = SURVEY DISK
 KU0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0438_SP_SET: BUILDING
 KU0438_STAMPING: 52.260 52 WILLETTS PT 1901
 KU0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0438
 KU0438  HISTORY     - Date     Condition        Report By
 KU0438  HISTORY     - 1901     MONUMENTED       USGS
 KU0438  HISTORY     - 1932     GOOD             NGS
 KU0438  HISTORY     - 1938     GOOD             NGS
 KU0438  HISTORY     - 20031105 MARK NOT FOUND   NGS
 KU0438
 KU0438                          STATION DESCRIPTION
 KU0438
 KU0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0438'AT HUNTINGTON.
 KU0438'AT HUNTINGTON, SUFFOLK COUNTY, ON MAIN STREET, ONE BLOCK EAST OF
 KU0438'NEW YORK AVENUE, 68 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 KU0438'AT THE CENTRAL PRESBYTERIAN CHURCH, IN THE NORTH FACE OF THE MAIN
 KU0438'BUILDING, AND 1 FOOT ABOVE THE GROUND.  A UNITED STATES
 KU0438'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 52.260 52 WILLETTS PT
 KU0438'1901 AND SET VERTICALLY.
 KU0438
 KU0438                          STATION RECOVERY (1938)
 KU0438
 KU0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KU0438'RECOVERED IN GOOD CONDITION.
 KU0438
 KU0438                          STATION RECOVERY (2003)
 KU0438
 KU0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU0438'MARK BELIEVED REMOVED WHEN CHURCH WAS REBUILT. LATEST CORNERSTONE HAS
 KU0438'DATE OF 1968. NO CHURCH OFFICIAL WAS AVAILABLE TO DISCUSS THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0444 ***********************************************************************
 KV0444  DESIGNATION -  52 B
 KV0444  PID         -  KV0444
 KV0444  STATE/COUNTY-  NY/RICHMOND
 KV0444  USGS QUAD   -  ELIZABETH (1995)
 KV0444
 KV0444                         *CURRENT SURVEY CONTROL
 KV0444  ___________________________________________________________________
 KV0444* NAD 83(1986)-  40 38 16.     (N)    074 08 47.     (W)     SCALED    
 KV0444* NAVD 88     -         2.436  (meters)       7.99   (feet)  ADJUSTED  
 KV0444  ___________________________________________________________________
 KV0444  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0444  DYNAMIC HT  -           2.435 (meters)       7.99  (feet)  COMP
 KV0444  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 KV0444
 KV0444  VERT ORDER  -  FIRST     CLASS II
 KV0444
 KV0444.The horizontal coordinates were scaled from a topographic map and have
 KV0444.an estimated accuracy of +/- 6 seconds.
 KV0444
 KV0444.The orthometric height was determined by differential leveling
 KV0444.and adjusted by the National Geodetic Survey in June 1991..
 KV0444
 KV0444.The geoid height was determined by GEOID03.
 KV0444
 KV0444.The dynamic height is computed by dividing the NAVD 88
 KV0444.geopotential number by the normal gravity value computed on the
 KV0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0444.degrees latitude (g = 980.6199 gals.).
 KV0444
 KV0444.The modeled gravity was interpolated from observed gravity values.
 KV0444
 KV0444;                    North         East    Units  Estimated Accuracy
 KV0444;SPC NY L     -    52,330.      287,620.      MT  (+/- 180 meters Scaled)
 KV0444
 KV0444                          SUPERSEDED SURVEY CONTROL
 KV0444
 KV0444  NGVD 29 (04/16/92)    2.770  (m)            9.09   (f) ADJUSTED    1 2
 KV0444
 KV0444.Superseded values are not recommended for survey control.
 KV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0444.See file dsdata.txt to determine how the superseded data were derived.
 KV0444
 KV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK721988(NAD 83)
 KV0444_MARKER: Z = SEE DESCRIPTION
 KV0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0444_SP_SET: PIER
 KV0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0444
 KV0444  HISTORY     - Date     Condition        Report By
 KV0444  HISTORY     - 1952     MONUMENTED       DOD
 KV0444  HISTORY     - 1952     GOOD             CGS
 KV0444  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0444  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0444  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 KV0444
 KV0444                          STATION DESCRIPTION
 KV0444
 KV0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0444'AT STATEN ISLAND.
 KV0444'ON STATEN ISLAND, AT ELMPARK, NEAR THE JUNCTION OF WINANT STREET
 KV0444'AND RICHMOND TERRACE, A BRASS SCREW FLANKED BY TWO COPPER NAILS IN
 KV0444'THE TOP OF THE EAST CAP LOG OF GULF OIL COMPANY PIER, 7.9 FEET
 KV0444'SOUTH OF INNER CORNER OF PIER, AND 89.6 FEET NORTH OF SOUTH END OF
 KV0444'PIER.
 KV0444
 KV0444                          STATION RECOVERY (1985)
 KV0444
 KV0444'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0444'MARK NOT FOUND.
 KV0444
 KV0444                          STATION RECOVERY (1985)
 KV0444
 KV0444'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0444'MARK NOT FOUND.
 KV0444
 KV0444                          STATION RECOVERY (1995)
 KV0444
 KV0444'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2864 ***********************************************************************
 KV2864  TIDAL BM    -  This is a Tidal Bench Mark.
 KV2864  DESIGNATION -  52 C
 KV2864  PID         -  KV2864
 KV2864  STATE/COUNTY-  NY/RICHMOND
 KV2864  USGS QUAD   -  ELIZABETH (1995)
 KV2864
 KV2864                         *CURRENT SURVEY CONTROL
 KV2864  ___________________________________________________________________
 KV2864* NAD 83(1986)-  40 38 16.     (N)    074 08 46.     (W)     SCALED    
 KV2864* NAVD 88     -         3.778  (meters)      12.39   (feet)  ADJUSTED  
 KV2864  ___________________________________________________________________
 KV2864  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV2864  DYNAMIC HT  -           3.776 (meters)      12.39  (feet)  COMP
 KV2864  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 KV2864
 KV2864  VERT ORDER  -  FIRST     CLASS II
 KV2864
 KV2864.The horizontal coordinates were scaled from a topographic map and have
 KV2864.an estimated accuracy of +/- 6 seconds.
 KV2864
 KV2864.The orthometric height was determined by differential leveling
 KV2864.and adjusted by the National Geodetic Survey in June 1991..
 KV2864
 KV2864.This Tidal Bench Mark is designated as VM 316
 KV2864.by the Center for Operational Oceanographic Products and Services.
 KV2864
 KV2864.The geoid height was determined by GEOID03.
 KV2864
 KV2864.The dynamic height is computed by dividing the NAVD 88
 KV2864.geopotential number by the normal gravity value computed on the
 KV2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2864.degrees latitude (g = 980.6199 gals.).
 KV2864
 KV2864.The modeled gravity was interpolated from observed gravity values.
 KV2864
 KV2864;                    North         East    Units  Estimated Accuracy
 KV2864;SPC NY L     -    52,330.      287,640.      MT  (+/- 180 meters Scaled)
 KV2864
 KV2864                          SUPERSEDED SURVEY CONTROL
 KV2864
 KV2864  NGVD 29 (04/16/92)    4.112  (m)           13.49   (f) ADJUSTED    1 2
 KV2864
 KV2864.Superseded values are not recommended for survey control.
 KV2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2864.See file dsdata.txt to determine how the superseded data were derived.
 KV2864
 KV2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK722988(NAD 83)
 KV2864_MARKER: Q = CHISELED SQUARE
 KV2864_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV2864+WITH SETTING: PAVEMENT
 KV2864_SP_SET: LOADING DOCK
 KV2864_MARK LOGO: USE   
 KV2864_PROJECTION: FLUSH
 KV2864_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2864+STABILITY: SURFACE MOTION
 KV2864
 KV2864  HISTORY     - Date     Condition        Report By
 KV2864  HISTORY     - UNK      MONUMENTED       DOD
 KV2864  HISTORY     - 1952     GOOD             CGS
 KV2864  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV2864  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV2864  HISTORY     - 19951106 GOOD             NOS
 KV2864
 KV2864                          STATION DESCRIPTION
 KV2864
 KV2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV2864'AT STATEN ISLAND.
 KV2864'ON STATEN ISLAND, AT ELMPARK, NEAR THE JUNCTION OF WINANT STREET
 KV2864'AND RICHMOND TERRACE, AT THE DOCK OF GULF OIL COMPANY, AN OUTLINE
 KV2864'SQUARE ON TOP OF THE SOUTH END OF CHANNEL IRON OF LOADING DOCK,
 KV2864'AT SOUTHEAST CORNER OF STORE HOUSE, 4 FEET EAST OF SOUTHEAST
 KV2864'CORNER OF BUILDING.
 KV2864
 KV2864                          STATION RECOVERY (1985)
 KV2864
 KV2864'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV2864'MARK NOT FOUND.
 KV2864
 KV2864                          STATION RECOVERY (1985)
 KV2864
 KV2864'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV2864'MARK NOT FOUND.
 KV2864
 KV2864                          STATION RECOVERY (1995)
 KV2864
 KV2864'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KV2864'THE BENCH MARK IS A SQUARE CHISELED INTO A STEEL CHANNEL AT THE SOUTH
 KV2864'END OF A STEEL GUARD RAIL ON A LOADING DOCK AT THE SE CORNER OF THE
 KV2864'SCARA-MIX CONCRETE AND GRAVEL COMPANY MAIN OFFICE BUILDING ON RICHMOND
 KV2864'TERRACE, 28.6 M (93.8 FT) NE OF THE EAST CORNER OF A GARAGE/WAREHOUSE
 KV2864'BUILDING, 14.8 M (48.6 FT) NW OF THE NW CORNER OF A CONCRETE BLOCK
 KV2864'BUILDING, 1.2 M (3.9 FT) SE OF THE SOUTH CORNER OF THE OFFICE
 KV2864'BUILDING, AND 1.2 M (3.9 FT) ABOVE THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1009 ***********************************************************************
 OE1009  DESIGNATION -  520
 OE1009  PID         -  OE1009
 OE1009  STATE/COUNTY-  NY/ONEIDA
 OE1009  USGS QUAD   -  CAMDEN EAST (1955)
 OE1009
 OE1009                         *CURRENT SURVEY CONTROL
 OE1009  ___________________________________________________________________
 OE1009* NAD 83(1986)-  43 20 10.     (N)    075 44 47.     (W)     SCALED    
 OE1009* NAVD 88     -       158.264  (meters)     519.24   (feet)  ADJUSTED  
 OE1009  ___________________________________________________________________
 OE1009  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 OE1009  DYNAMIC HT  -         158.228 (meters)     519.12  (feet)  COMP
 OE1009  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 OE1009
 OE1009  VERT ORDER  -  SECOND    CLASS 0
 OE1009
 OE1009.The horizontal coordinates were scaled from a topographic map and have
 OE1009.an estimated accuracy of +/- 6 seconds.
 OE1009
 OE1009.The orthometric height was determined by differential leveling
 OE1009.and adjusted by the National Geodetic Survey in June 1991..
 OE1009
 OE1009.The geoid height was determined by GEOID03.
 OE1009
 OE1009.The dynamic height is computed by dividing the NAVD 88
 OE1009.geopotential number by the normal gravity value computed on the
 OE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1009.degrees latitude (g = 980.6199 gals.).
 OE1009
 OE1009.The modeled gravity was interpolated from observed gravity values.
 OE1009
 OE1009;                    North         East    Units  Estimated Accuracy
 OE1009;SPC NY C     -   370,850.      317,870.      MT  (+/- 180 meters Scaled)
 OE1009
 OE1009                          SUPERSEDED SURVEY CONTROL
 OE1009
 OE1009  NGVD 29 (??/??/92)  158.450  (m)          519.85   (f) ADJ UNCH    2 0
 OE1009
 OE1009.Superseded values are not recommended for survey control.
 OE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1009.See file dsdata.txt to determine how the superseded data were derived.
 OE1009
 OE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN394984(NAD 83)
 OE1009_MARKER: DD = SURVEY DISK
 OE1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1009_SP_SET: WATER TABLE
 OE1009_STAMPING: 520 ALBANY 1902
 OE1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE1009+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 OE1009
 OE1009  HISTORY     - Date     Condition        Report By
 OE1009  HISTORY     - 1902     MONUMENTED       USGS
 OE1009  HISTORY     - 1942     GOOD             NGS
 OE1009  HISTORY     - 20050802 GOOD             NYDT
 OE1009
 OE1009                          STATION DESCRIPTION
 OE1009
 OE1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1009'IN CAMDEN.
 OE1009'AT CAMDEN, ONEIDA COUNTY, AT THE SOUTHWEST CORNER OF THE CITY HALL, IN
 OE1009'THE FACE OF THE WATER TABLE, AND 2.6 FEET HIGHER THAN THE GROUND. A
 OE1009'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 520 ALBANY 1902
 OE1009'AND SET VERTICALLY.
 OE1009
 OE1009                          STATION RECOVERY (2005)
 OE1009
 OE1009'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2507 ***********************************************************************
 OF2507  DESIGNATION -  527 NYGS 1969
 OF2507  PID         -  OF2507
 OF2507  STATE/COUNTY-  NY/MONROE
 OF2507  USGS QUAD   -  BROCKPORT (1978)
 OF2507
 OF2507                         *CURRENT SURVEY CONTROL
 OF2507  ___________________________________________________________________
 OF2507* NAD 83(1996)-  43 12 42.20665(N)    077 53 41.04871(W)     ADJUSTED  
 OF2507* NAVD 88     -       161.47   (+/-2cm)     529.8    (feet)  VERTCON   
 OF2507  ___________________________________________________________________
 OF2507  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OF2507  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF2507
 OF2507  HORZ ORDER  -  SECOND
 OF2507  VERT ORDER  -  THIRD ? (See Below)
 OF2507
 OF2507.The horizontal coordinates were established by classical geodetic methods
 OF2507.and adjusted by the National Geodetic Survey in January 1999..
 OF2507
 OF2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2507.The vertical order pertains to the NGVD 29 superseded value.
 OF2507
 OF2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2507
 OF2507.The geoid height was determined by GEOID03.
 OF2507
 OF2507;                    North         East     Units Scale Factor Converg.
 OF2507;SPC NY W     -   356,920.220   405,952.328   MT  0.99997600   +0 28 17.4
 OF2507;SPC NY W     - 1,170,995.76  1,331,861.93   sFT  0.99997600   +0 28 17.4
 OF2507;UTM  18      - 4,788,395.685   264,860.211   MT  1.00028021   -1 58 58.5
 OF2507
 OF2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2507!SPC NY W     -   0.99998024  x   0.99997600  =   0.99995624
 OF2507!UTM  18      -   0.99998024  x   1.00028021  =   1.00026045
 OF2507
 OF2507                          SUPERSEDED SURVEY CONTROL
 OF2507
 OF2507  NAD 83(1986)-  43 12 42.21342(N)    077 53 41.04752(W) AD(       ) 2
 OF2507  NAD 27      -  43 12 41.99564(N)    077 53 42.00492(W) AD(       ) 2
 OF2507  NGVD 29 (07/19/86)  161.64   (m)          530.3    (f) LEVELING    3  
 OF2507
 OF2507.Superseded values are not recommended for survey control.
 OF2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2507.See file dsdata.txt to determine how the superseded data were derived.
 OF2507
 OF2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6486088396(NAD 83)
 OF2507_MARKER: DD = SURVEY DISK
 OF2507_SETTING: 0 = UNSPECIFIED SETTING
 OF2507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2507
 OF2507  HISTORY     - Date     Condition        Report By
 OF2507  HISTORY     - 1936     MONUMENTED       NYGS
 OF2507  HISTORY     - 1969     GOOD             CGS
 OF2507  HISTORY     - 1975     SEE DESCRIPTION  NY-055
 OF2507  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2507
 OF2507                          STATION DESCRIPTION
 OF2507
 OF2507'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2507'IN SWEDEN, IN NORTH END OF NORTHWEST CONCRETE WING WALL OF
 OF2507'SWEDEN-WALKER ROAD BRIDGE OVER BARGE CANAL.  STATION IS A
 OF2507'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 OF2507
 OF2507                          STATION RECOVERY (1969)
 OF2507
 OF2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2507'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2507'
 OF2507'IN SWEDEN ALONG SWEDEN WALKER ROAD.
 OF2507'
 OF2507'0.4 MILES SOUTH OF STATION WALKER, 1969.
 OF2507'
 OF2507'0.9 MILE SOUTH OF RIDGE ROAD.
 OF2507'
 OF2507'IN NORTH END OF NORTHWEST WING WALL OF BRIDGE OVER BARGE CANAL.
 OF2507'
 OF2507'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 OF2507'SURVEY STANDARD DISK IN CONCRETE.
 OF2507
 OF2507                          STATION RECOVERY (1975)
 OF2507
 OF2507'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2507'STATION IS DESTROYED, BRIDGE REPLACED.
 OF2507
 OF2507                          STATION RECOVERY (1994)
 OF2507
 OF2507'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2167 ***********************************************************************
 OF2167  DESIGNATION -  529 2
 OF2167  PID         -  OF2167
 OF2167  STATE/COUNTY-  NY/MONROE
 OF2167  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2167
 OF2167                         *CURRENT SURVEY CONTROL
 OF2167  ___________________________________________________________________
 OF2167* NAD 83(1996)-  43 06 25.93092(N)    077 41 36.96277(W)     ADJUSTED  
 OF2167* NAVD 88     -       161.62   (+/-2cm)     530.2    (feet)  VERTCON   
 OF2167  ___________________________________________________________________
 OF2167  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OF2167  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2167
 OF2167  HORZ ORDER  -  SECOND
 OF2167  VERT ORDER  -  THIRD ? (See Below)
 OF2167
 OF2167.The horizontal coordinates were established by classical geodetic methods
 OF2167.and adjusted by the National Geodetic Survey in January 1999..
 OF2167
 OF2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2167.The vertical order pertains to the NGVD 29 superseded value.
 OF2167
 OF2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2167
 OF2167.The geoid height was determined by GEOID03.
 OF2167
 OF2167;                    North         East     Units Scale Factor Converg.
 OF2167;SPC NY W     -   345,463.140   422,419.069   MT  1.00000199   +0 36 28.9
 OF2167;SPC NY W     - 1,133,406.99  1,385,886.56   sFT  1.00000199   +0 36 28.9
 OF2167;UTM  18      - 4,776,241.626   280,825.661   MT  1.00019098   -1 50 29.2
 OF2167
 OF2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2167!SPC NY W     -   0.99998020  x   1.00000199  =   0.99998219
 OF2167!UTM  18      -   0.99998020  x   1.00019098  =   1.00017117
 OF2167
 OF2167:                Primary Azimuth Mark                     Grid Az
 OF2167:SPC NY W     -  T P 9052                                 214 56 45.4
 OF2167:UTM  18      -  T P 9052                                 217 23 43.5
 OF2167
 OF2167|---------------------------------------------------------------------|
 OF2167| PID    Reference Object                     Distance      Geod. Az  |
 OF2167|                                                           dddmmss.s |
 OF2167| OF2163 T P 9052                            405.486 METERS 2153314.3 |
 OF2167| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 3.9 KM 2212451.5 |
 OF2167| OF2164 4527                                293.246 METERS 27453     |
 OF2167|---------------------------------------------------------------------|
 OF2167
 OF2167                          SUPERSEDED SURVEY CONTROL
 OF2167
 OF2167  NAD 83(1986)-  43 06 25.93779(N)    077 41 36.96148(W) AD(       ) 2
 OF2167  NAD 27      -  43 06 25.71558(N)    077 41 37.94948(W) AD(       ) 2
 OF2167  NGVD 29 (07/19/86)  161.80   (m)          530.8    (f) LEVELING    3  
 OF2167
 OF2167.Superseded values are not recommended for survey control.
 OF2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2167.See file dsdata.txt to determine how the superseded data were derived.
 OF2167
 OF2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8082676242(NAD 83)
 OF2167_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2167
 OF2167  HISTORY     - Date     Condition        Report By
 OF2167  HISTORY     - UNK      MONUMENTED
 OF2167  HISTORY     - 1975     GOOD             NY-055
 OF2167
 OF2167                          STATION DESCRIPTION
 OF2167
 OF2167'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2167'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2167'IN TOWN OF CHILI ON N SIDE OF PAUL RD, 44.5 FT E OF MOST EASTERLY OF 2
 OF2167'B AND O RAILROAD TRACKS, 16.0 FT N OF CL OF PAUL RD, 11.3 FT W OF RGE
 OF2167'MANHOLE, AND 148.0 FT SW OF SW CORNER OF ALVIN BLAIR CO NO 244.
 OF2167'STATION IS A STANDARD DISK STAMPED---529-2---IN CONCRETE POST 0.7 FT
 OF2167'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1785 ***********************************************************************
 KU1785  DESIGNATION -  53 USN
 KU1785  PID         -  KU1785
 KU1785  STATE/COUNTY-  NY/KINGS
 KU1785  USGS QUAD   -  BROOKLYN (1979)
 KU1785
 KU1785                         *CURRENT SURVEY CONTROL
 KU1785  ___________________________________________________________________
 KU1785* NAD 83(1986)-  40 41 59.     (N)    073 58 17.     (W)     SCALED    
 KU1785* NAVD 88     -         1.666  (meters)       5.47   (feet)  ADJUSTED  
 KU1785  ___________________________________________________________________
 KU1785  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1785  DYNAMIC HT  -           1.666 (meters)       5.47  (feet)  COMP
 KU1785  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 KU1785
 KU1785  VERT ORDER  -  FIRST     CLASS II
 KU1785
 KU1785.The horizontal coordinates were scaled from a topographic map and have
 KU1785.an estimated accuracy of +/- 6 seconds.
 KU1785
 KU1785.The orthometric height was determined by differential leveling
 KU1785.and adjusted by the National Geodetic Survey in June 1991..
 KU1785.WARNING-Repeat measurements at this control monument indicate possible
 KU1785.vertical movement.
 KU1785
 KU1785.The geoid height was determined by GEOID03.
 KU1785
 KU1785.The dynamic height is computed by dividing the NAVD 88
 KU1785.geopotential number by the normal gravity value computed on the
 KU1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1785.degrees latitude (g = 980.6199 gals.).
 KU1785
 KU1785.The modeled gravity was interpolated from observed gravity values.
 KU1785
 KU1785;                    North         East    Units  Estimated Accuracy
 KU1785;SPC NY L     -    59,190.      302,420.      MT  (+/- 180 meters Scaled)
 KU1785
 KU1785                          SUPERSEDED SURVEY CONTROL
 KU1785
 KU1785  NGVD 29 (??/??/92)    2.004  (m)            6.57   (f) ADJ UNCH    1 2
 KU1785
 KU1785.Superseded values are not recommended for survey control.
 KU1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1785.See file dsdata.txt to determine how the superseded data were derived.
 KU1785
 KU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL869059(NAD 83)
 KU1785_MARKER: B = BOLT
 KU1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1785+STABILITY: SURFACE MOTION
 KU1785
 KU1785  HISTORY     - Date     Condition        Report By
 KU1785  HISTORY     - UNK      MONUMENTED       USN
 KU1785  HISTORY     - 1952     GOOD             NGS
 KU1785
 KU1785                          STATION DESCRIPTION
 KU1785
 KU1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1785'AT NEW YORK.
 KU1785'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1785'NEAR THE FOOT OF A STREET, 24.8 FEET NORTH OF NORTHEAST CORNER
 KU1785'OF BUILDING 18, 6.4 FEET NORTHEAST OF NORTHEAST RAIL OF A
 KU1785'TRACK LEADING TO EDISON POWER COMPANY BUILDING, 31 FEET WEST
 KU1785'OF EAST SIDE OF PIER A AND SET IN THE TOP OF A CONCRETE POST
 KU1785'ABOUT 6 INCHES BELOW PAVEMENT AND UNDER A 10-INCH MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1054 ***********************************************************************
 OF1054  DESIGNATION -  531.06
 OF1054  PID         -  OF1054
 OF1054  STATE/COUNTY-  NY/MONROE
 OF1054  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1054
 OF1054                         *CURRENT SURVEY CONTROL
 OF1054  ___________________________________________________________________
 OF1054* NAD 83(1986)-  43 04 03.     (N)    077 43 05.     (W)     SCALED    
 OF1054* NAVD 88     -       161.654  (meters)     530.36   (feet)  ADJUSTED  
 OF1054  ___________________________________________________________________
 OF1054  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OF1054  DYNAMIC HT  -         161.613 (meters)     530.23  (feet)  COMP
 OF1054  MODELED GRAV-     980,362.8   (mgal)                       NAVD 88
 OF1054
 OF1054  VERT ORDER  -  FIRST     CLASS II
 OF1054
 OF1054.The horizontal coordinates were scaled from a topographic map and have
 OF1054.an estimated accuracy of +/- 6 seconds.
 OF1054
 OF1054.The orthometric height was determined by differential leveling
 OF1054.and adjusted by the National Geodetic Survey in September 1994..
 OF1054
 OF1054.The geoid height was determined by GEOID03.
 OF1054
 OF1054.The dynamic height is computed by dividing the NAVD 88
 OF1054.geopotential number by the normal gravity value computed on the
 OF1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1054.degrees latitude (g = 980.6199 gals.).
 OF1054
 OF1054.The modeled gravity was interpolated from observed gravity values.
 OF1054
 OF1054;                    North         East    Units  Estimated Accuracy
 OF1054;SPC NY W     -   341,030.      420,470.      MT  (+/- 180 meters Scaled)
 OF1054
 OF1054                          SUPERSEDED SURVEY CONTROL
 OF1054
 OF1054  NAVD 88 (06/15/91)  161.658  (m)          530.37   (f) UNKNOWN     1 2
 OF1054  NGVD 29 (??/??/92)  161.834  (m)          530.95   (f) ADJ UNCH    1 2
 OF1054
 OF1054.Superseded values are not recommended for survey control.
 OF1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1054.See file dsdata.txt to determine how the superseded data were derived.
 OF1054
 OF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN786718(NAD 83)
 OF1054_MARKER: B = BOLT
 OF1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1054_SP_SET: CANAL
 OF1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1054
 OF1054  HISTORY     - Date     Condition        Report By
 OF1054  HISTORY     - UNK      MONUMENTED       BORR
 OF1054  HISTORY     - 1941     GOOD             NGS
 OF1054
 OF1054                          STATION DESCRIPTION
 OF1054
 OF1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1054'4.0 MI NE FROM SCOTTSVILLE.
 OF1054'4.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 OF1054'AT SCOTTSVILLE, SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST WALL
 OF1054'OF AN OLD CANAL LOCK, 0.1 MILE NORTHEAST OF A PRIVATE ROAD CROSSING,
 OF1054'24.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 20 FEET
 OF1054'SOUTHEAST OF B.M. T-129, 1.6 FEET NORTHEAST OF THE SOUTHWEST END OF
 OF1054'THE WALL, 1 FOOT SOUTHEAST OF THE NORTHWEST OF INSIDE EDGE OF THE
 OF1054'WALL. A PENNSYLVANIA RAILROAD COPPER BOLT NO. 531.06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2178 ***********************************************************************
 OF2178  DESIGNATION -  532
 OF2178  PID         -  OF2178
 OF2178  STATE/COUNTY-  NY/MONROE
 OF2178  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2178
 OF2178                         *CURRENT SURVEY CONTROL
 OF2178  ___________________________________________________________________
 OF2178* NAD 83(1996)-  43 05 38.29532(N)    077 41 57.30707(W)     ADJUSTED  
 OF2178* NAVD 88     -       158.50   (+/-2cm)     520.0    (feet)  VERTCON   
 OF2178  ___________________________________________________________________
 OF2178  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OF2178  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2178
 OF2178  HORZ ORDER  -  SECOND
 OF2178  VERT ORDER  -  THIRD ? (See Below)
 OF2178
 OF2178.The horizontal coordinates were established by classical geodetic methods
 OF2178.and adjusted by the National Geodetic Survey in January 1999..
 OF2178
 OF2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2178.The vertical order pertains to the NGVD 29 superseded value.
 OF2178
 OF2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2178
 OF2178.The geoid height was determined by GEOID03.
 OF2178
 OF2178;                    North         East     Units Scale Factor Converg.
 OF2178;SPC NY W     -   343,988.337   421,974.591   MT  1.00000120   +0 36 14.5
 OF2178;SPC NY W     - 1,128,568.40  1,384,428.30   sFT  1.00000120   +0 36 14.5
 OF2178;UTM  18      - 4,774,786.886   280,318.469   MT  1.00019372   -1 50 41.5
 OF2178
 OF2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2178!SPC NY W     -   0.99998068  x   1.00000120  =   0.99998188
 OF2178!UTM  18      -   0.99998068  x   1.00019372  =   1.00017439
 OF2178
 OF2178:                Primary Azimuth Mark                     Grid Az
 OF2178:SPC NY W     -  4533                                     251 45 30.8
 OF2178:UTM  18      -  4533                                     254 12 26.8
 OF2178
 OF2178|---------------------------------------------------------------------|
 OF2178| PID    Reference Object                     Distance      Geod. Az  |
 OF2178|                                                           dddmmss.s |
 OF2178| OF2170 4533                                APPROX. 0.6 KM 2522145.3 |
 OF2178|---------------------------------------------------------------------|
 OF2178
 OF2178                          SUPERSEDED SURVEY CONTROL
 OF2178
 OF2178  NAD 83(1986)-  43 05 38.30247(N)    077 41 57.30585(W) AD(       ) 2
 OF2178  NAD 27      -  43 05 38.08165(N)    077 41 58.29631(W) AD(       ) 2
 OF2178  NGVD 29 (07/19/86)  158.68   (m)          520.6    (f) LEVELING    3  
 OF2178
 OF2178.Superseded values are not recommended for survey control.
 OF2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2178.See file dsdata.txt to determine how the superseded data were derived.
 OF2178
 OF2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8031874787(NAD 83)
 OF2178_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2178
 OF2178  HISTORY     - Date     Condition        Report By
 OF2178  HISTORY     - UNK      MONUMENTED
 OF2178  HISTORY     - 1975     GOOD             NY-055
 OF2178  HISTORY     - 19971004 GOOD             USPSQD
 OF2178
 OF2178                          STATION DESCRIPTION
 OF2178
 OF2178'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2178'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2178'IN TOWN OF CHILI ON N SIDE OF BALLANTYNE RD, 0.4 MI E OF B AND O
 OF2178'RAILROAD, 50.7 FT N OF CL OF BALLANTYNE RD, 26.2 FT N OF UTILITY POLE
 OF2178'R2 RGE 27, AND 1.0 FT S OF MONROE COUNTY WITNESS POST.  STATION IS A
 OF2178'STANDARD DISK STAMPED---532---IN CONCRETE POST AT GRADE.
 OF2178
 OF2178                          STATION RECOVERY (1997)
 OF2178
 OF2178'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0925 ***********************************************************************
 MZ0925  DESIGNATION -  53=22
 MZ0925  PID         -  MZ0925
 MZ0925  STATE/COUNTY-  NY/SARATOGA
 MZ0925  USGS QUAD   -  SCHENECTADY (1980)
 MZ0925
 MZ0925                         *CURRENT SURVEY CONTROL
 MZ0925  ___________________________________________________________________
 MZ0925* NAD 83(1986)-  42 51 06.     (N)    073 53 07.     (W)     SCALED    
 MZ0925* NAVD 88     -        70.284  (meters)     230.59   (feet)  ADJUSTED  
 MZ0925  ___________________________________________________________________
 MZ0925  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MZ0925  DYNAMIC HT  -          70.265 (meters)     230.53  (feet)  COMP
 MZ0925  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 MZ0925
 MZ0925  VERT ORDER  -  FIRST     CLASS II
 MZ0925
 MZ0925.The horizontal coordinates were scaled from a topographic map and have
 MZ0925.an estimated accuracy of +/- 6 seconds.
 MZ0925
 MZ0925.The orthometric height was determined by differential leveling
 MZ0925.and adjusted by the National Geodetic Survey in June 1991..
 MZ0925
 MZ0925.The geoid height was determined by GEOID03.
 MZ0925
 MZ0925.The dynamic height is computed by dividing the NAVD 88
 MZ0925.geopotential number by the normal gravity value computed on the
 MZ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0925.degrees latitude (g = 980.6199 gals.).
 MZ0925
 MZ0925.The modeled gravity was interpolated from observed gravity values.
 MZ0925
 MZ0925;                    North         East    Units  Estimated Accuracy
 MZ0925;SPC NY E     -   446,380.      200,240.      MT  (+/- 180 meters Scaled)
 MZ0925
 MZ0925                          SUPERSEDED SURVEY CONTROL
 MZ0925
 MZ0925  NGVD 29 (??/??/92)   70.454  (m)          231.15   (f) ADJ UNCH    1 2
 MZ0925
 MZ0925.Superseded values are not recommended for survey control.
 MZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0925.See file dsdata.txt to determine how the superseded data were derived.
 MZ0925
 MZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN910449(NAD 83)
 MZ0925_MARKER: O = CHISELED CIRCLE
 MZ0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0925_SP_SET: STONE COPING
 MZ0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0925
 MZ0925  HISTORY     - Date     Condition        Report By
 MZ0925  HISTORY     - UNK      MONUMENTED       NYSE+S
 MZ0925  HISTORY     - 1931     GOOD             NGS
 MZ0925  HISTORY     - 20020329 MARK NOT FOUND   NYDT
 MZ0925  HISTORY     - 20030710 MARK NOT FOUND   USPSQD
 MZ0925  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 MZ0925  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 MZ0925
 MZ0925                          STATION DESCRIPTION
 MZ0925
 MZ0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0925'AT REXFORD.
 MZ0925'ON COPING OF OLD ERIE CANAL LOCK NO. 22.  BETWEEN END OF ANCHOR OF
 MZ0925'NORTHEAST GATE OF NORTH LOCK.  IN THE BACKYARD OF A SMALL STORE. 0.1
 MZ0925'MILE NORTH OF END OF OLD AQUEDUCT.
 MZ0925
 MZ0925                          STATION RECOVERY (2002)
 MZ0925
 MZ0925'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 MZ0925'MARK NOT FOUND.
 MZ0925
 MZ0925                          STATION RECOVERY (2003)
 MZ0925
 MZ0925'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0925'MARK NOT FOUND.
 MZ0925
 MZ0925                          STATION RECOVERY (2004)
 MZ0925
 MZ0925'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0925'MARK NOT FOUND.
 MZ0925
 MZ0925                          STATION RECOVERY (2005)
 MZ0925
 MZ0925'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1060 ***********************************************************************
 OF1060  DESIGNATION -  533.89
 OF1060  PID         -  OF1060
 OF1060  STATE/COUNTY-  NY/MONROE
 OF1060  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1060
 OF1060                         *CURRENT SURVEY CONTROL
 OF1060  ___________________________________________________________________
 OF1060* NAD 83(1986)-  43 01 09.     (N)    077 44 48.     (W)     SCALED    
 OF1060* NAVD 88     -       162.502  (meters)     533.14   (feet)  ADJUSTED  
 OF1060  ___________________________________________________________________
 OF1060  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OF1060  DYNAMIC HT  -         162.460 (meters)     533.00  (feet)  COMP
 OF1060  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 OF1060
 OF1060  VERT ORDER  -  FIRST     CLASS II
 OF1060
 OF1060.The horizontal coordinates were scaled from a topographic map and have
 OF1060.an estimated accuracy of +/- 6 seconds.
 OF1060
 OF1060.The orthometric height was determined by differential leveling
 OF1060.and adjusted by the National Geodetic Survey in September 1994..
 OF1060
 OF1060.The geoid height was determined by GEOID03.
 OF1060
 OF1060.The dynamic height is computed by dividing the NAVD 88
 OF1060.geopotential number by the normal gravity value computed on the
 OF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1060.degrees latitude (g = 980.6199 gals.).
 OF1060
 OF1060.The modeled gravity was interpolated from observed gravity values.
 OF1060
 OF1060;                    North         East    Units  Estimated Accuracy
 OF1060;SPC NY W     -   335,640.      418,200.      MT  (+/- 180 meters Scaled)
 OF1060
 OF1060                          SUPERSEDED SURVEY CONTROL
 OF1060
 OF1060  NAVD 88 (06/15/91)  162.504  (m)          533.15   (f) UNKNOWN     1 2
 OF1060  NGVD 29 (??/??/92)  162.678  (m)          533.72   (f) ADJ UNCH    1 2
 OF1060
 OF1060.Superseded values are not recommended for survey control.
 OF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1060.See file dsdata.txt to determine how the superseded data were derived.
 OF1060
 OF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN761666(NAD 83)
 OF1060_MARKER: B = BOLT
 OF1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1060_SP_SET: BRIDGE
 OF1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1060
 OF1060  HISTORY     - Date     Condition        Report By
 OF1060  HISTORY     - UNK      MONUMENTED       BORR
 OF1060  HISTORY     - 1941     GOOD             NGS
 OF1060
 OF1060                          STATION DESCRIPTION
 OF1060
 OF1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1060'0.1 MI N FROM SCOTTSVILLE.
 OF1060'0.1 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 OF1060'AT SCOTTSVILLE, SET IN THE EAST CORNER OF THE NORTH BRIDGE SEAT OF
 OF1060'BRIDGE NO. 12-29, 7.4 FEET EAST OF THE NORTH CORNER OF THE EAST
 OF1060'STEEL BRIDGE WALL, 11.7 FEET EAST OF THE EAST RAIL OF THE TRACK,
 OF1060'1.3 FEET NORTH OF THE SOUTH EDGE OF SEAT, 0.6 FOOT WEST OF THE EAST
 OF1060'EDGE OF SEAT, ABOUT 4 FEET BELOW TRACK LEVEL. A PENNSYLVANIA
 OF1060'RAILROAD COPPER BOLT NO. 533.89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2186 ***********************************************************************
 OF2186  DESIGNATION -  534
 OF2186  PID         -  OF2186
 OF2186  STATE/COUNTY-  NY/MONROE
 OF2186  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2186
 OF2186                         *CURRENT SURVEY CONTROL
 OF2186  ___________________________________________________________________
 OF2186* NAD 83(1996)-  43 05 26.10661(N)    077 42 55.56611(W)     ADJUSTED  
 OF2186* NAVD 88     -       158.69   (+/-2cm)     520.6    (feet)  VERTCON   
 OF2186  ___________________________________________________________________
 OF2186  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OF2186  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF2186
 OF2186  HORZ ORDER  -  SECOND
 OF2186  VERT ORDER  -  THIRD ? (See Below)
 OF2186
 OF2186.The horizontal coordinates were established by classical geodetic methods
 OF2186.and adjusted by the National Geodetic Survey in January 1999..
 OF2186
 OF2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2186.The vertical order pertains to the NGVD 29 superseded value.
 OF2186
 OF2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2186
 OF2186.The geoid height was determined by GEOID03.
 OF2186
 OF2186;                    North         East     Units Scale Factor Converg.
 OF2186;SPC NY W     -   343,598.456   420,660.986   MT  0.99999890   +0 35 34.6
 OF2186;SPC NY W     - 1,127,289.27  1,380,118.58   sFT  0.99999890   +0 35 34.6
 OF2186;UTM  18      - 4,774,453.422   278,989.142   MT  1.00020093   -1 51 20.9
 OF2186
 OF2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2186!SPC NY W     -   0.99998064  x   0.99999890  =   0.99997954
 OF2186!UTM  18      -   0.99998064  x   1.00020093  =   1.00018157
 OF2186
 OF2186:                Primary Azimuth Mark                     Grid Az
 OF2186:SPC NY W     -  ROCHESTER RAD STA WHAM FM TWR            215 54 16.0
 OF2186:UTM  18      -  ROCHESTER RAD STA WHAM FM TWR            218 21 11.5
 OF2186
 OF2186|---------------------------------------------------------------------|
 OF2186| PID    Reference Object                     Distance      Geod. Az  |
 OF2186|                                                           dddmmss.s |
 OF2186| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 1.3 KM 2162950.6 |
 OF2186|---------------------------------------------------------------------|
 OF2186
 OF2186                          SUPERSEDED SURVEY CONTROL
 OF2186
 OF2186  NAD 83(1986)-  43 05 26.11432(N)    077 42 55.56512(W) AD(       ) 2
 OF2186  NAD 27      -  43 05 25.89436(N)    077 42 56.55616(W) AD(       ) 2
 OF2186  NGVD 29 (07/19/86)  158.87   (m)          521.2    (f) LEVELING    3  
 OF2186
 OF2186.Superseded values are not recommended for survey control.
 OF2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2186.See file dsdata.txt to determine how the superseded data were derived.
 OF2186
 OF2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7898974453(NAD 83)
 OF2186_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2186
 OF2186  HISTORY     - Date     Condition        Report By
 OF2186  HISTORY     - UNK      MONUMENTED
 OF2186  HISTORY     - 1975     GOOD             NY-055
 OF2186  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2186
 OF2186                          STATION DESCRIPTION
 OF2186
 OF2186'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2186'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2186'IN TOWN OF CHILI ON N SIDE OF BALLANTYNE RD, 0.5 MI W OF B AND O
 OF2186'RAILROAD, 1.8 MI W OF SCOTTSVILLE RD, 18.8 FT N OF CL OF BALLANTYNE RD
 OF2186'31.4 FT E OF UTILITY POLE RGE 44, AND 2.4 FT S OF US MARKER.  STATION
 OF2186'IS A STANDARD DISK STAMPED---534---IN CONCRETE POST 0.5 FT ABOVE GRADE
 OF2186
 OF2186                          STATION RECOVERY (1994)
 OF2186
 OF2186'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1061 ***********************************************************************
 OF1061  DESIGNATION -  535 R
 OF1061  PID         -  OF1061
 OF1061  STATE/COUNTY-  NY/MONROE
 OF1061  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1061
 OF1061                         *CURRENT SURVEY CONTROL
 OF1061  ___________________________________________________________________
 OF1061* NAD 83(1986)-  43 01 06.     (N)    077 44 52.     (W)     SCALED    
 OF1061* NAVD 88     -       163.054  (meters)     534.95   (feet)  ADJUSTED  
 OF1061  ___________________________________________________________________
 OF1061  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OF1061  DYNAMIC HT  -         163.012 (meters)     534.82  (feet)  COMP
 OF1061  MODELED GRAV-     980,359.2   (mgal)                       NAVD 88
 OF1061
 OF1061  VERT ORDER  -  FIRST     CLASS II
 OF1061
 OF1061.The horizontal coordinates were scaled from a topographic map and have
 OF1061.an estimated accuracy of +/- 6 seconds.
 OF1061
 OF1061.The orthometric height was determined by differential leveling
 OF1061.and adjusted by the National Geodetic Survey in September 1994..
 OF1061
 OF1061.The geoid height was determined by GEOID03.
 OF1061
 OF1061.The dynamic height is computed by dividing the NAVD 88
 OF1061.geopotential number by the normal gravity value computed on the
 OF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1061.degrees latitude (g = 980.6199 gals.).
 OF1061
 OF1061.The modeled gravity was interpolated from observed gravity values.
 OF1061
 OF1061;                    North         East    Units  Estimated Accuracy
 OF1061;SPC NY W     -   335,550.      418,110.      MT  (+/- 180 meters Scaled)
 OF1061
 OF1061                          SUPERSEDED SURVEY CONTROL
 OF1061
 OF1061  NAVD 88 (06/15/91)  163.055  (m)          534.96   (f) UNKNOWN     1 2
 OF1061  NGVD 29 (??/??/92)  163.230  (m)          535.53   (f) ADJ UNCH    1 2
 OF1061
 OF1061.Superseded values are not recommended for survey control.
 OF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1061.See file dsdata.txt to determine how the superseded data were derived.
 OF1061
 OF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN760665(NAD 83)
 OF1061_MARKER: DJ = TIDAL STATION DISK
 OF1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1061_SP_SET: ABUTMENT OF DAM WALL
 OF1061_STAMPING: 535
 OF1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1061
 OF1061  HISTORY     - Date     Condition        Report By
 OF1061  HISTORY     - UNK      MONUMENTED       USGS
 OF1061  HISTORY     - 1941     POOR             NGS
 OF1061
 OF1061                          STATION DESCRIPTION
 OF1061
 OF1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1061'0.1 MI N FROM SCOTTSVILLE.
 OF1061'0.1 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 OF1061'SCOTTSVILLE, SET IN THE WEST CORNER OF THE SOUTH ABUTMENT OF THE
 OF1061'OLD DAM WALL, 170 FEET WEST OF THE TRACK, 5 FEET EAST OF THE WEST
 OF1061'END, 2 FEET SOUTH OF THE NORTH EDGE, ABOUT 250 FEET EAST OF STATE
 OF1061'HIGHWAY NO. 251 A STANDARD GEOLOGICAL SURVEY DISK. NOTE--THE MARK
 OF1061'HAD BEEN DEFACED TO SUCH AN EXTENT THAT VERY LITTLE COULD BE READ.
 OF1061'OLD DESCRIPTIONS GAVE THIS MARK AS 537 WHICH WAS FOUND TO BE 535.
 OF1061'MOST OF THE NORTH EDGE OF THE DISK HAD BEEN CHIPPED OFF. THIS MARK
 OF1061'AT THE PRESENT IS IN VERY POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0903 ***********************************************************************
 MZ0903  DESIGNATION -  53.69
 MZ0903  PID         -  MZ0903
 MZ0903  STATE/COUNTY-  NY/ALBANY
 MZ0903  USGS QUAD   -  TROY SOUTH (1980)
 MZ0903
 MZ0903                         *CURRENT SURVEY CONTROL
 MZ0903  ___________________________________________________________________
 MZ0903* NAD 83(1986)-  42 43 09.     (N)    073 42 24.     (W)     SCALED    
 MZ0903* NAVD 88     -        16.070  (meters)      52.72   (feet)  ADJUSTED  
 MZ0903  ___________________________________________________________________
 MZ0903  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MZ0903  DYNAMIC HT  -          16.065 (meters)      52.71  (feet)  COMP
 MZ0903  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 MZ0903
 MZ0903  VERT ORDER  -  FIRST     CLASS II
 MZ0903
 MZ0903.The horizontal coordinates were scaled from a topographic map and have
 MZ0903.an estimated accuracy of +/- 6 seconds.
 MZ0903
 MZ0903.The orthometric height was determined by differential leveling
 MZ0903.and adjusted by the National Geodetic Survey in June 1991..
 MZ0903
 MZ0903.The geoid height was determined by GEOID03.
 MZ0903
 MZ0903.The dynamic height is computed by dividing the NAVD 88
 MZ0903.geopotential number by the normal gravity value computed on the
 MZ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0903.degrees latitude (g = 980.6199 gals.).
 MZ0903
 MZ0903.The modeled gravity was interpolated from observed gravity values.
 MZ0903
 MZ0903;                    North         East    Units  Estimated Accuracy
 MZ0903;SPC NY E     -   431,780.      214,980.      MT  (+/- 180 meters Scaled)
 MZ0903
 MZ0903                          SUPERSEDED SURVEY CONTROL
 MZ0903
 MZ0903  NGVD 29 (??/??/92)   16.31   (m)           53.5    (f) COMPUTED    1 2
 MZ0903
 MZ0903.Superseded values are not recommended for survey control.
 MZ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0903.See file dsdata.txt to determine how the superseded data were derived.
 MZ0903
 MZ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN058304(NAD 83)
 MZ0903_MARKER: Q = CHISELED SQUARE
 MZ0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0903_SP_SET: BUILDING
 MZ0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0903
 MZ0903  HISTORY     - Date     Condition        Report By
 MZ0903  HISTORY     - UNK      MONUMENTED       LOCENG
 MZ0903  HISTORY     - 1959     GOOD             NGS
 MZ0903  HISTORY     - 19981026 GOOD             USPSQD
 MZ0903
 MZ0903                          STATION DESCRIPTION
 MZ0903
 MZ0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MZ0903'AT WATERVLIET.
 MZ0903'AT WATERVLIET, AT THE WATERVLIET ARSENAL, AT THE MAIN ENTRANCE TO THE
 MZ0903'ADMINISTRATION BUILDING, ON TOP OF THE SOUTHEAST CORNER OF THE LOWEST
 MZ0903'STONE STEP AT MAIN ENTRANCE TO BUILDING AND 0.6 FOOT ABOVE THE LEVEL
 MZ0903'OF THE SIDEWALK.  A 1-INCH OUTLINED SQUARE.
 MZ0903
 MZ0903                          STATION RECOVERY (1998)
 MZ0903
 MZ0903'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1325 ***********************************************************************
 KU1325  DESIGNATION -  537
 KU1325  PID         -  KU1325
 KU1325  STATE/COUNTY-  NY/NASSAU
 KU1325  USGS QUAD   -  LAWRENCE (1979)
 KU1325
 KU1325                         *CURRENT SURVEY CONTROL
 KU1325  ___________________________________________________________________
 KU1325* NAD 83(1986)-  40 37 10.     (N)    073 43 36.     (W)     SCALED    
 KU1325* NAVD 88     -         7.518  (meters)      24.67   (feet)  ADJUSTED  
 KU1325  ___________________________________________________________________
 KU1325  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU1325  DYNAMIC HT  -           7.515 (meters)      24.66  (feet)  COMP
 KU1325  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 KU1325
 KU1325  VERT ORDER  -  FIRST     CLASS II
 KU1325
 KU1325.The horizontal coordinates were scaled from a topographic map and have
 KU1325.an estimated accuracy of +/- 6 seconds.
 KU1325
 KU1325.The orthometric height was determined by differential leveling
 KU1325.and adjusted by the National Geodetic Survey in June 1991..
 KU1325
 KU1325.The geoid height was determined by GEOID03.
 KU1325
 KU1325.The dynamic height is computed by dividing the NAVD 88
 KU1325.geopotential number by the normal gravity value computed on the
 KU1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1325.degrees latitude (g = 980.6199 gals.).
 KU1325
 KU1325.The modeled gravity was interpolated from observed gravity values.
 KU1325
 KU1325;                    North         East    Units  Estimated Accuracy
 KU1325;SPC NY L     -    50,320.      323,130.      MT  (+/- 180 meters Scaled)
 KU1325
 KU1325                          SUPERSEDED SURVEY CONTROL
 KU1325
 KU1325  NGVD 29 (??/??/92)    7.855  (m)           25.77   (f) ADJ UNCH    1 2
 KU1325
 KU1325.Superseded values are not recommended for survey control.
 KU1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1325.See file dsdata.txt to determine how the superseded data were derived.
 KU1325
 KU1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK077972(NAD 83)
 KU1325_MARKER: B = BOLT
 KU1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1325_SP_SET: DOOR SILL
 KU1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1325
 KU1325  HISTORY     - Date     Condition        Report By
 KU1325  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1325  HISTORY     - 1952     GOOD             NGS
 KU1325
 KU1325                          STATION DESCRIPTION
 KU1325
 KU1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1325'AT LAWRENCE.
 KU1325'AT LAWRENCE, AT THE INTERSECTION OF WASHINGTON AND CENTRAL AVENUES,
 KU1325'AT LAWRENCE-CEDARHURST FIRE DEPARTMENT BUILDING, 43 FEET SOUTHWEST
 KU1325'OF SOUTHWEST CURB LINE OF WASHINGTON AVENUE, 18 FEET SOUTHEAST OF
 KU1325'SOUTHEAST CURB OF CENTRAL AVENUE, 16 1/2 FEET SOUTHWEST OF NORTH
 KU1325'CORNER OF BUILDING, A 5/8-INCH BRASS BOLT IN THE TOP OF NORTH
 KU1325'CORNER OF BLUE STONE DOOR SILL AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 KU1325'WALK.  NOTE-- BOLT PROJECTS ABOUT 1 1/4-INCH ABOVE SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2128 ***********************************************************************
 OF2128  DESIGNATION -  537 NYGS 1969
 OF2128  PID         -  OF2128
 OF2128  STATE/COUNTY-  NY/MONROE
 OF2128  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2128
 OF2128                         *CURRENT SURVEY CONTROL
 OF2128  ___________________________________________________________________
 OF2128* NAD 83(1996)-  43 05 46.75456(N)    077 43 58.60243(W)     ADJUSTED  
 OF2128* NAVD 88     -       163.05   (+/-2cm)     534.9    (feet)  VERTCON   
 OF2128  ___________________________________________________________________
 OF2128  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 OF2128  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OF2128
 OF2128  HORZ ORDER  -  SECOND
 OF2128  VERT ORDER  -  THIRD (See Below)
 OF2128
 OF2128.The horizontal coordinates were established by classical geodetic methods
 OF2128.and adjusted by the National Geodetic Survey in January 1999..
 OF2128
 OF2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2128.The vertical order pertains to the NGVD 29 superseded value.
 OF2128
 OF2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2128
 OF2128.The geoid height was determined by GEOID03.
 OF2128
 OF2128;                    North         East     Units Scale Factor Converg.
 OF2128;SPC NY W     -   344,221.004   419,228.912   MT  0.99999644   +0 34 51.7
 OF2128;SPC NY W     - 1,129,331.74  1,375,420.19   sFT  0.99999644   +0 34 51.7
 OF2128;UTM  18      - 4,775,136.732   277,584.686   MT  1.00020859   -1 52 04.7
 OF2128
 OF2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2128!SPC NY W     -   0.99997996  x   0.99999644  =   0.99997640
 OF2128!UTM  18      -   0.99997996  x   1.00020859  =   1.00018855
 OF2128
 OF2128:                Primary Azimuth Mark                     Grid Az
 OF2128:SPC NY W     -  538 NYGS 1969                            003 58 07.2
 OF2128:UTM  18      -  538 NYGS 1969                            006 25 03.6
 OF2128
 OF2128|---------------------------------------------------------------------|
 OF2128| PID    Reference Object                     Distance      Geod. Az  |
 OF2128|                                                           dddmmss.s |
 OF2128| OF2130 538 NYGS 1969                       APPROX. 0.8 KM 0043258.9 |
 OF2128| OF2206 4528                                279.015 METERS 18006     |
 OF2128|---------------------------------------------------------------------|
 OF2128
 OF2128                          SUPERSEDED SURVEY CONTROL
 OF2128
 OF2128  NAD 83(1986)-  43 05 46.76117(N)    077 43 58.60121(W) AD(       ) 2
 OF2128  NAD 27      -  43 05 46.54032(N)    077 43 59.58539(W) AD(       ) 2
 OF2128  NGVD 29 (??/??/??)  163.23   (m)          535.5    (f) RESET       3  
 OF2128
 OF2128.Superseded values are not recommended for survey control.
 OF2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2128.See file dsdata.txt to determine how the superseded data were derived.
 OF2128
 OF2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7758575137(NAD 83)
 OF2128_MARKER: DD = SURVEY DISK
 OF2128_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2128
 OF2128  HISTORY     - Date     Condition        Report By
 OF2128  HISTORY     - 1936     MONUMENTED       NYGS
 OF2128  HISTORY     - 1942     GOOD             CGS
 OF2128  HISTORY     - 1969     GOOD             CGS
 OF2128  HISTORY     - 1975     GOOD             NY-055
 OF2128
 OF2128                          STATION DESCRIPTION
 OF2128
 OF2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2128'IN CHILI, 25 FEET WEST OF CENTER LINE OF ARCHER ROAD, 218.5
 OF2128'FEET NORTH OF CENTER LINE OF BEAVER ROAD, 90 FEET EAST OF
 OF2128'NORTHEAST CORNER OR GARAGE, AND 74 FEET NORTHEAST OF NORTHEAST
 OF2128'CORNER OF THE S.R. ROBBINS HOUSE.  STATION IS A U.S.C. AND G.S.
 OF2128'AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2128
 OF2128                          STATION RECOVERY (1969)
 OF2128
 OF2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2128'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2128'
 OF2128'IN CHILI ALONG ARCHER ROAD
 OF2128'
 OF2128'24.0 FEET WEST OF CENTERLINE OF ARCHER ROAD
 OF2128'
 OF2128'0.2 MILE SOUTHWEST OF STATION CHILI 2 1969
 OF2128'
 OF2128'0.7 MILE SOUTH OF PAUL ROAD
 OF2128'
 OF2128'218.5 FEET NORTH OF BEAVER ROAD
 OF2128'
 OF2128'64.9 FEET SOUTHWEST OF POLE NO. RG AND E T28
 OF2128'
 OF2128'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2128'STANDARD DISK IN CONCRETE COVERED 6 INCHES.
 OF2128
 OF2128                          STATION RECOVERY (1975)
 OF2128
 OF2128'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2128'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0515 ***********************************************************************
 LY0515  DESIGNATION -  538
 LY0515  PID         -  LY0515
 LY0515  STATE/COUNTY-  NY/ORANGE
 LY0515  USGS QUAD   -  WARWICK (1976)
 LY0515
 LY0515                         *CURRENT SURVEY CONTROL
 LY0515  ___________________________________________________________________
 LY0515* NAD 83(1986)-  41 15 29.     (N)    074 21 32.     (W)     SCALED    
 LY0515* NAVD 88     -       163.734  (meters)     537.18   (feet)  ADJUSTED  
 LY0515  ___________________________________________________________________
 LY0515  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LY0515  DYNAMIC HT  -         163.666 (meters)     536.96  (feet)  COMP
 LY0515  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 LY0515
 LY0515  VERT ORDER  -  SECOND    CLASS 0
 LY0515
 LY0515.The horizontal coordinates were scaled from a topographic map and have
 LY0515.an estimated accuracy of +/- 6 seconds.
 LY0515
 LY0515.The orthometric height was determined by differential leveling
 LY0515.and adjusted by the National Geodetic Survey in June 1991..
 LY0515
 LY0515.The geoid height was determined by GEOID03.
 LY0515
 LY0515.The dynamic height is computed by dividing the NAVD 88
 LY0515.geopotential number by the normal gravity value computed on the
 LY0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0515.degrees latitude (g = 980.6199 gals.).
 LY0515
 LY0515.The modeled gravity was interpolated from observed gravity values.
 LY0515
 LY0515;                    North         East    Units  Estimated Accuracy
 LY0515;SPC NY E     -   269,210.      161,830.      MT  (+/- 180 meters Scaled)
 LY0515
 LY0515                          SUPERSEDED SURVEY CONTROL
 LY0515
 LY0515  NGVD 29 (??/??/92)  163.960  (m)          537.93   (f) ADJ UNCH    2 0
 LY0515
 LY0515.Superseded values are not recommended for survey control.
 LY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0515.See file dsdata.txt to determine how the superseded data were derived.
 LY0515
 LY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL537676(NAD 83)
 LY0515_MARKER: DD = SURVEY DISK
 LY0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0515_SP_SET: BUILDING FOUNDATION
 LY0515_STAMPING: 538 ALBANY 1903 ADJ
 LY0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0515
 LY0515  HISTORY     - Date     Condition        Report By
 LY0515  HISTORY     - 1903     MONUMENTED       USGS
 LY0515  HISTORY     - 1942     GOOD             NGS
 LY0515  HISTORY     - 20041030 GOOD             INDIV
 LY0515
 LY0515                          STATION DESCRIPTION
 LY0515
 LY0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0515'AT WARWICK.
 LY0515'A U.S.G.S. DISK SET VERTICALLY IN THE EAST END OF THE SOUTHEAST
 LY0515'STONE FOUNDATION OF THE METHODIST CHURCH, 3.0 FEET ABOVE THE
 LY0515'SIDEWALK, 45 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 LY0515'STREET.
 LY0515
 LY0515                          STATION RECOVERY (2004)
 LY0515
 LY0515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY0515' 
 LY0515'RECOVERED IN GOOD CONDITION.  THE METHODIST CHURCH IS NOW THE
 LY0515'CLOCKTOWER BUILDING.
 LY0515' 
 LY0515'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR THE STATION
 LY0515'ARE 41 15 29.40(N) 074 21 30.96(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2130 ***********************************************************************
 OF2130  DESIGNATION -  538 NYGS 1969
 OF2130  PID         -  OF2130
 OF2130  STATE/COUNTY-  NY/MONROE
 OF2130  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2130
 OF2130                         *CURRENT SURVEY CONTROL
 OF2130  ___________________________________________________________________
 OF2130* NAD 83(1996)-  43 06 11.25553(N)    077 43 55.94169(W)     ADJUSTED  
 OF2130* NAVD 88     -       170.62   (+/-2cm)     559.8    (feet)  VERTCON   
 OF2130  ___________________________________________________________________
 OF2130  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OF2130  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2130
 OF2130  HORZ ORDER  -  SECOND
 OF2130  VERT ORDER  -  THIRD ? (See Below)
 OF2130
 OF2130.The horizontal coordinates were established by classical geodetic methods
 OF2130.and adjusted by the National Geodetic Survey in January 1999..
 OF2130
 OF2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2130.The vertical order pertains to the NGVD 29 superseded value.
 OF2130
 OF2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2130
 OF2130.The geoid height was determined by GEOID03.
 OF2130
 OF2130;                    North         East     Units Scale Factor Converg.
 OF2130;SPC NY W     -   344,977.663   419,281.407   MT  0.99999653   +0 34 53.8
 OF2130;SPC NY W     - 1,131,814.22  1,375,592.42   sFT  0.99999653   +0 34 53.8
 OF2130;UTM  18      - 4,775,890.617   277,669.485   MT  1.00020813   -1 52 03.8
 OF2130
 OF2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2130!SPC NY W     -   0.99997878  x   0.99999653  =   0.99997531
 OF2130!UTM  18      -   0.99997878  x   1.00020813  =   1.00018690
 OF2130
 OF2130:                Primary Azimuth Mark                     Grid Az
 OF2130:SPC NY W     -  CHILI                                    150 32 35.8
 OF2130:UTM  18      -  CHILI                                    152 59 33.4
 OF2130
 OF2130|---------------------------------------------------------------------|
 OF2130| PID    Reference Object                     Distance      Geod. Az  |
 OF2130|                                                           dddmmss.s |
 OF2130| OF2096 CHILI                               APPROX. 0.6 KM 1510729.6 |
 OF2130| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 2.5 KM 1663337.0 |
 OF2130|---------------------------------------------------------------------|
 OF2130
 OF2130                          SUPERSEDED SURVEY CONTROL
 OF2130
 OF2130  NAD 83(1986)-  43 06 11.26264(N)    077 43 55.94029(W) AD(       ) 2
 OF2130  NAD 27      -  43 06 11.04119(N)    077 43 56.92375(W) AD(       ) 2
 OF2130  NGVD 29 (07/19/86)  170.80   (m)          560.4    (f) LEVELING    3  
 OF2130
 OF2130.Superseded values are not recommended for survey control.
 OF2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2130.See file dsdata.txt to determine how the superseded data were derived.
 OF2130
 OF2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7766975891(NAD 83)
 OF2130_MARKER: DD = SURVEY DISK
 OF2130_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2130
 OF2130  HISTORY     - Date     Condition        Report By
 OF2130  HISTORY     - 1936     MONUMENTED       NYGS
 OF2130  HISTORY     - 1942     GOOD             CGS
 OF2130  HISTORY     - 1969     GOOD             CGS
 OF2130  HISTORY     - 1975     GOOD             NY-055
 OF2130  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 OF2130
 OF2130                          STATION DESCRIPTION
 OF2130
 OF2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2130'IN CHILI, 0.12 MILE NORTH OF WEST SHORE RAILROAD CROSSING, 0.25
 OF2130'MILE SOUTH OF PAUL ROAD, 22 FEET EAST OF CENTER LINE OF ARCHER
 OF2130'ROAD, 186 FEET SOUTH OF SOUTH RANGE LINE OF THE G. MALONEY
 OF2130'HOUSE, 49.6 FEET SOUTH OF YARD FENCE SOUTH OF DRIVEWAY, AND
 OF2130'1.6 FEET WEST OF EAST RIGHT-OF-WAY FENCE.  STATION IS A
 OF2130'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH
 OF2130'WITH GROUND.
 OF2130
 OF2130                          STATION RECOVERY (1969)
 OF2130
 OF2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2130'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2130'
 OF2130'IN CHILI ALONG ARCHER ROAD
 OF2130'
 OF2130'23.0 FEET EAST OF CENTER LINE OF ARCHER ROAD
 OF2130'
 OF2130'0.43 MILE SOUTHEAST OF STATION CHILI 1969
 OF2130'
 OF2130'0.25 MILE SOUTH OF PAUL ROAD
 OF2130'
 OF2130'1.8 FEET WEST OF WITNESS POST
 OF2130'
 OF2130'80.1 FEET SOUTH OF POLE NO. RG AND E 17
 OF2130'
 OF2130'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2130'STANDARD DISK IN CONCRETE COVERED 3 INCHES.
 OF2130
 OF2130                          STATION RECOVERY (1975)
 OF2130
 OF2130'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2130'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2130
 OF2130                          STATION RECOVERY (1997)
 OF2130
 OF2130'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0013 ***********************************************************************
 NC0013  DESIGNATION -  53.94
 NC0013  PID         -  NC0013
 NC0013  STATE/COUNTY-  NY/WYOMING
 NC0013  USGS QUAD   -  CASTILE (1976)
 NC0013
 NC0013                         *CURRENT SURVEY CONTROL
 NC0013  ___________________________________________________________________
 NC0013* NAD 83(1986)-  42 38 15.     (N)    078 07 25.     (W)     SCALED    
 NC0013* NAVD 88     -       492.43   (+/-2cm)    1615.6    (feet)  VERTCON   
 NC0013  ___________________________________________________________________
 NC0013  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NC0013
 NC0013  VERT ORDER  -  THIRD (See Below)
 NC0013
 NC0013.The horizontal coordinates were scaled from a topographic map and have
 NC0013.an estimated accuracy of +/- 6 seconds.
 NC0013
 NC0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0013.The vertical order pertains to the NGVD 29 superseded value.
 NC0013
 NC0013.The geoid height was determined by GEOID03.
 NC0013
 NC0013;                    North         East    Units  Estimated Accuracy
 NC0013;SPC NY W     -   293,010.      387,700.      MT  (+/- 180 meters Scaled)
 NC0013
 NC0013                          SUPERSEDED SURVEY CONTROL
 NC0013
 NC0013  NGVD 29 (??/??/??)  492.56   (m)         1616.0    (f) RESET       3  
 NC0013
 NC0013.Superseded values are not recommended for survey control.
 NC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0013.See file dsdata.txt to determine how the superseded data were derived.
 NC0013
 NC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH358245(NAD 83)
 NC0013_MARKER: Z = SEE DESCRIPTION
 NC0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0013_SP_SET: CULVERT
 NC0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0013
 NC0013  HISTORY     - Date     Condition        Report By
 NC0013  HISTORY     - UNK      MONUMENTED       BORR
 NC0013  HISTORY     - 1929     GOOD             NGS
 NC0013
 NC0013                          STATION DESCRIPTION
 NC0013
 NC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0013'3.8 MI S FROM SILVER LAKE JUNCTION.
 NC0013'ON CULVERT 53.94, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0013'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1257 ***********************************************************************
 NB1257  DESIGNATION -  540.35
 NB1257  PID         -  NB1257
 NB1257  STATE/COUNTY-  NY/MONROE
 NB1257  USGS QUAD   -  RUSH (1976)
 NB1257
 NB1257                         *CURRENT SURVEY CONTROL
 NB1257  ___________________________________________________________________
 NB1257* NAD 83(1986)-  42 59 42.     (N)    077 44 14.     (W)     SCALED    
 NB1257* NAVD 88     -       164.481  (meters)     539.63   (feet)  ADJUSTED  
 NB1257  ___________________________________________________________________
 NB1257  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NB1257  DYNAMIC HT  -         164.438 (meters)     539.49  (feet)  COMP
 NB1257  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 NB1257
 NB1257  VERT ORDER  -  FIRST     CLASS II
 NB1257
 NB1257.The horizontal coordinates were scaled from a topographic map and have
 NB1257.an estimated accuracy of +/- 6 seconds.
 NB1257
 NB1257.The orthometric height was determined by differential leveling
 NB1257.and adjusted by the National Geodetic Survey in June 1991..
 NB1257
 NB1257.The geoid height was determined by GEOID03.
 NB1257
 NB1257.The dynamic height is computed by dividing the NAVD 88
 NB1257.geopotential number by the normal gravity value computed on the
 NB1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1257.degrees latitude (g = 980.6199 gals.).
 NB1257
 NB1257.The modeled gravity was interpolated from observed gravity values.
 NB1257
 NB1257;                    North         East    Units  Estimated Accuracy
 NB1257;SPC NY W     -   332,960.      418,990.      MT  (+/- 180 meters Scaled)
 NB1257
 NB1257                          SUPERSEDED SURVEY CONTROL
 NB1257
 NB1257  NGVD 29 (??/??/92)  164.654  (m)          540.20   (f) ADJ UNCH    1 2
 NB1257
 NB1257.Superseded values are not recommended for survey control.
 NB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1257.See file dsdata.txt to determine how the superseded data were derived.
 NB1257
 NB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN768638(NAD 83)
 NB1257_MARKER: B = BOLT
 NB1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1257_SP_SET: CULVERT
 NB1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1257
 NB1257  HISTORY     - Date     Condition        Report By
 NB1257  HISTORY     - UNK      MONUMENTED       PRR
 NB1257  HISTORY     - 1941     GOOD             NGS
 NB1257
 NB1257                          STATION DESCRIPTION
 NB1257
 NB1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1257'1.7 MI SE FROM SCOTTSVILLE.
 NB1257'1.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NB1257'AT SCOTTSVILLE, 0.1 MILE SOUTH OF MILE-POST NO. 14, SET IN THE EAST
 NB1257'CORNER OF THE SOUTH ABUTMENT OF A STONE CULVERT UNDER TRACKS, 10.3
 NB1257'FEET EAST OF THE EAST RAIL OF TRACK, 31.2 FEET SOUTHEAST OF B.M.
 NB1257'Y-129 1941, 0.6 FOOT NORTH OF THE SOUTH END OF THE EAST WALL, 0.5
 NB1257'FOOT WEST OF THE EAST EDGE OF WALL, ABOUT 3 FEET BELOW TRACK LEVEL. A
 NB1257'PENNSYLVANIA RAILROAD COPPER BOLT NO. 540.35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1273 ***********************************************************************
 NB1273  DESIGNATION -  541.20
 NB1273  PID         -  NB1273
 NB1273  STATE/COUNTY-  NY/LIVINGSTON
 NB1273  USGS QUAD   -  CALEDONIA (1976)
 NB1273
 NB1273                         *CURRENT SURVEY CONTROL
 NB1273  ___________________________________________________________________
 NB1273* NAD 83(1986)-  42 54 40.     (N)    077 47 15.     (W)     SCALED    
 NB1273* NAVD 88     -       164.538  (meters)     539.82   (feet)  ADJUSTED  
 NB1273  ___________________________________________________________________
 NB1273  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NB1273  DYNAMIC HT  -         164.495 (meters)     539.68  (feet)  COMP
 NB1273  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 NB1273
 NB1273  VERT ORDER  -  FIRST     CLASS II
 NB1273
 NB1273.The horizontal coordinates were scaled from a topographic map and have
 NB1273.an estimated accuracy of +/- 6 seconds.
 NB1273
 NB1273.The orthometric height was determined by differential leveling
 NB1273.and adjusted by the National Geodetic Survey in June 1991..
 NB1273
 NB1273.The geoid height was determined by GEOID03.
 NB1273
 NB1273.The dynamic height is computed by dividing the NAVD 88
 NB1273.geopotential number by the normal gravity value computed on the
 NB1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1273.degrees latitude (g = 980.6199 gals.).
 NB1273
 NB1273.The modeled gravity was interpolated from observed gravity values.
 NB1273
 NB1273;                    North         East    Units  Estimated Accuracy
 NB1273;SPC NY W     -   323,600.      414,980.      MT  (+/- 180 meters Scaled)
 NB1273
 NB1273                          SUPERSEDED SURVEY CONTROL
 NB1273
 NB1273  NGVD 29 (??/??/92)  164.704  (m)          540.37   (f) ADJ UNCH    1 2
 NB1273
 NB1273.Superseded values are not recommended for survey control.
 NB1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1273.See file dsdata.txt to determine how the superseded data were derived.
 NB1273
 NB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN724547(NAD 83)
 NB1273_MARKER: B = BOLT
 NB1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1273_SP_SET: CULVERT
 NB1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1273
 NB1273  HISTORY     - Date     Condition        Report By
 NB1273  HISTORY     - UNK      MONUMENTED       PRR
 NB1273  HISTORY     - 1941     GOOD             NGS
 NB1273
 NB1273                          STATION DESCRIPTION
 NB1273
 NB1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1273'3.4 MI SW FROM AVON.
 NB1273'1.9 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT AVON,
 NB1273'THENCE, 1.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD, 0.1 MILE
 NB1273'SOUTH OF MILE-POST NO. 21, SET IN THE CENTER OF THE EAST END OF A
 NB1273'LARGE ARCH STONE CULVERT UNDER TRACKS, 23.8 FEET EAST OF THE EAST
 NB1273'RAIL OF THE TRACK, 2.1 FEET NOTH OF A SMALL GROUP OF 3 OAK TREES OF
 NB1273'WHICH THE NORTH-MOST TREE IS MARKED WITH A TRIANGULAR BLAZE, 2.8 FEET
 NB1273'SOUTH OF B.M. L-130 1941, 0.7 FOOT WEST OF THE EAST EDGE OF THE
 NB1273'WALL, ABOUT 10 FEET BELOW TRACK LEVEL. A PENNSYLVANIA RAILROAD COPPER
 NB1273'BOLT NO. 541.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0659 ***********************************************************************
 MZ0659  DESIGNATION -  5.434
 MZ0659  PID         -  MZ0659
 MZ0659  STATE/COUNTY-  NY/COLUMBIA
 MZ0659  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0659
 MZ0659                         *CURRENT SURVEY CONTROL
 MZ0659  ___________________________________________________________________
 MZ0659* NAD 83(1986)-  42 22 11.     (N)    073 47 07.     (W)     SCALED    
 MZ0659* NAVD 88     -         2.547  (meters)       8.36   (feet)  ADJUSTED  
 MZ0659  ___________________________________________________________________
 MZ0659  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ0659  DYNAMIC HT  -           2.546 (meters)       8.35  (feet)  COMP
 MZ0659  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 MZ0659
 MZ0659  VERT ORDER  -  FIRST     CLASS II
 MZ0659
 MZ0659.The horizontal coordinates were scaled from a topographic map and have
 MZ0659.an estimated accuracy of +/- 6 seconds.
 MZ0659
 MZ0659.The orthometric height was determined by differential leveling
 MZ0659.and adjusted by the National Geodetic Survey in June 1991..
 MZ0659.WARNING-Repeat measurements at this control monument indicate possible
 MZ0659.vertical movement.
 MZ0659
 MZ0659.The geoid height was determined by GEOID03.
 MZ0659
 MZ0659.The dynamic height is computed by dividing the NAVD 88
 MZ0659.geopotential number by the normal gravity value computed on the
 MZ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0659.degrees latitude (g = 980.6199 gals.).
 MZ0659
 MZ0659.The modeled gravity was interpolated from observed gravity values.
 MZ0659
 MZ0659;                    North         East    Units  Estimated Accuracy
 MZ0659;SPC NY E     -   392,910.      208,870.      MT  (+/- 180 meters Scaled)
 MZ0659
 MZ0659                          SUPERSEDED SURVEY CONTROL
 MZ0659
 MZ0659.No superseded survey control is available for this station.
 MZ0659
 MZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM000915(NAD 83)
 MZ0659_MARKER: Q = CHISELED SQUARE
 MZ0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0659_SP_SET: MILEPOST
 MZ0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0659
 MZ0659  HISTORY     - Date     Condition        Report By
 MZ0659  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0659  HISTORY     - 1955     GOOD             NGS
 MZ0659
 MZ0659                          STATION DESCRIPTION
 MZ0659
 MZ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0659'1.1 MI N FROM NEWTON HOOK.
 MZ0659'ABOUT 1.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0659'STATION AT NEWTON HOOK, A 1-INCH OUTLINED SQUARE IN THE TOP OF WEST
 MZ0659'SIDE OF BASE OF MILE POST NY 123, 7 3/4 FEET EAST OF EAST RAIL OF EAST
 MZ0659'TRACK, 3 FEET BELOW LEVEL OF TRACKS AND ABOUT 3/4 FEET BELOW SURFACE
 MZ0659'OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0761 ***********************************************************************
 PH0761  DESIGNATION -  544
 PH0761  PID         -  PH0761
 PH0761  STATE/COUNTY-  NY/ST LAWRENCE
 PH0761  USGS QUAD   -  COLTON (1980)
 PH0761
 PH0761                         *CURRENT SURVEY CONTROL
 PH0761  ___________________________________________________________________
 PH0761* NAD 83(1986)-  44 37 27.     (N)    074 57 52.     (W)     SCALED    
 PH0761* NAVD 88     -       165.760  (meters)     543.83   (feet)  ADJUSTED  
 PH0761  ___________________________________________________________________
 PH0761  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 PH0761  DYNAMIC HT  -         165.746 (meters)     543.78  (feet)  COMP
 PH0761  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 PH0761
 PH0761  VERT ORDER  -  SECOND    CLASS 0
 PH0761
 PH0761.The horizontal coordinates were scaled from a topographic map and have
 PH0761.an estimated accuracy of +/- 6 seconds.
 PH0761
 PH0761.The orthometric height was determined by differential leveling
 PH0761.and adjusted by the National Geodetic Survey in June 1991..
 PH0761
 PH0761.The geoid height was determined by GEOID03.
 PH0761
 PH0761.The dynamic height is computed by dividing the NAVD 88
 PH0761.geopotential number by the normal gravity value computed on the
 PH0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0761.degrees latitude (g = 980.6199 gals.).
 PH0761
 PH0761.The modeled gravity was interpolated from observed gravity values.
 PH0761
 PH0761;                    North         East    Units  Estimated Accuracy
 PH0761;SPC NY E     -   643,220.      113,150.      MT  (+/- 180 meters Scaled)
 PH0761
 PH0761                          SUPERSEDED SURVEY CONTROL
 PH0761
 PH0761  NGVD 29 (??/??/92)  165.887  (m)          544.25   (f) ADJ UNCH    2 0
 PH0761
 PH0761.Superseded values are not recommended for survey control.
 PH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0761.See file dsdata.txt to determine how the superseded data were derived.
 PH0761
 PH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ028412(NAD 83)
 PH0761_MARKER: DD = SURVEY DISK
 PH0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0761_SP_SET: WALL
 PH0761_STAMPING: 544 ADJ 1903
 PH0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0761
 PH0761  HISTORY     - Date     Condition        Report By
 PH0761  HISTORY     - 1903     MONUMENTED       USGS
 PH0761  HISTORY     - 1942     GOOD             NGS
 PH0761
 PH0761                          STATION DESCRIPTION
 PH0761
 PH0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0761'1.1 MI N FROM HANNAWA FALLS.
 PH0761'TO REACH FROM A BRIDGE OVER RAQUETTE RIVER AT HANNAWA FALLS-- PROCEED
 PH0761'1.1 MILES NORTHERLY ON STATE HIGHWAY NO. 56 TO THE RESIDENCE OF H.
 PH0761'CEIDEL AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE NORTH
 PH0761'OF A RIGHT-ANGLE CURVE, AND ABOUT 200.0 YARDS SOUTH OF PINE TIMER. IT
 PH0761'IS ABOUT 48.0 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET
 PH0761'VERTICALLY AT THE WEST END OF THE NORTH WALL IN THE STONE FOUNDATION
 PH0761'OF THE HOUSE, ABOUT 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0050 ***********************************************************************
 PH0050  DESIGNATION -  545
 PH0050  PID         -  PH0050
 PH0050  STATE/COUNTY-  NY/FRANKLIN
 PH0050  USGS QUAD   -  BANGOR (1964)
 PH0050
 PH0050                         *CURRENT SURVEY CONTROL
 PH0050  ___________________________________________________________________
 PH0050* NAD 83(1986)-  44 50 43.     (N)    074 25 39.     (W)     SCALED    
 PH0050* NAVD 88     -       166.133  (meters)     545.05   (feet)  POSTED    
 PH0050  ___________________________________________________________________
 PH0050  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 PH0050  DYNAMIC HT  -         166.120 (meters)     545.01  (feet)  COMP
 PH0050  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 PH0050
 PH0050  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PH0050
 PH0050.The horizontal coordinates were scaled from a topographic map and have
 PH0050.an estimated accuracy of +/- 6 seconds.
 PH0050
 PH0050.The orthometric height was determined by differential leveling
 PH0050.and adjusted by the National Geodetic Survey in 1992..
 PH0050.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PH0050.rate of 0.0 thru 1.0 mm/km.
 PH0050
 PH0050.The geoid height was determined by GEOID03.
 PH0050
 PH0050.The dynamic height is computed by dividing the NAVD 88
 PH0050.geopotential number by the normal gravity value computed on the
 PH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0050.degrees latitude (g = 980.6199 gals.).
 PH0050
 PH0050.The modeled gravity was interpolated from observed gravity values.
 PH0050
 PH0050;                    North         East    Units  Estimated Accuracy
 PH0050;SPC NY E     -   667,680.      155,730.      MT  (+/- 180 meters Scaled)
 PH0050
 PH0050                          SUPERSEDED SURVEY CONTROL
 PH0050
 PH0050.No superseded survey control is available for this station.
 PH0050
 PH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ452659(NAD 83)
 PH0050_MARKER: S = SPIKE
 PH0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0050_SP_SET: MILE POST
 PH0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0050
 PH0050  HISTORY     - Date     Condition        Report By
 PH0050  HISTORY     - UNK      MONUMENTED       USGS
 PH0050  HISTORY     - 1935     GOOD             NGS
 PH0050
 PH0050                          STATION DESCRIPTION
 PH0050
 PH0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0050'1.2 MI W FROM BANGOR.
 PH0050'ABOUT 1.2 MILES WEST OF BANGOR, FRANKLIN COUNTY, ON THE RUTLAND
 PH0050'RAILROAD, 4 POLES EAST OF MILEPOST 0 54, AND IN A POLE PAINTED
 PH0050'U.S.B.M. 545.  THE TOP OF A SPIKE DRIVEN IN THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1275 ***********************************************************************
 NB1275  DESIGNATION -  549.20
 NB1275  PID         -  NB1275
 NB1275  STATE/COUNTY-  NY/LIVINGSTON
 NB1275  USGS QUAD   -  CALEDONIA (1976)
 NB1275
 NB1275                         *CURRENT SURVEY CONTROL
 NB1275  ___________________________________________________________________
 NB1275* NAD 83(1986)-  42 53 58.     (N)    077 48 22.     (W)     SCALED    
 NB1275* NAVD 88     -       167.144  (meters)     548.37   (feet)  ADJUSTED  
 NB1275  ___________________________________________________________________
 NB1275  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NB1275  DYNAMIC HT  -         167.100 (meters)     548.23  (feet)  COMP
 NB1275  MODELED GRAV-     980,357.7   (mgal)                       NAVD 88
 NB1275
 NB1275  VERT ORDER  -  FIRST     CLASS II
 NB1275
 NB1275.The horizontal coordinates were scaled from a topographic map and have
 NB1275.an estimated accuracy of +/- 6 seconds.
 NB1275
 NB1275.The orthometric height was determined by differential leveling
 NB1275.and adjusted by the National Geodetic Survey in June 1991..
 NB1275
 NB1275.The geoid height was determined by GEOID03.
 NB1275
 NB1275.The dynamic height is computed by dividing the NAVD 88
 NB1275.geopotential number by the normal gravity value computed on the
 NB1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1275.degrees latitude (g = 980.6199 gals.).
 NB1275
 NB1275.The modeled gravity was interpolated from observed gravity values.
 NB1275
 NB1275;                    North         East    Units  Estimated Accuracy
 NB1275;SPC NY W     -   322,290.      413,480.      MT  (+/- 180 meters Scaled)
 NB1275
 NB1275                          SUPERSEDED SURVEY CONTROL
 NB1275
 NB1275  NGVD 29 (??/??/92)  167.311  (m)          548.92   (f) ADJ UNCH    1 2
 NB1275
 NB1275.Superseded values are not recommended for survey control.
 NB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1275.See file dsdata.txt to determine how the superseded data were derived.
 NB1275
 NB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN708534(NAD 83)
 NB1275_MARKER: B = BOLT
 NB1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1275_SP_SET: STONE
 NB1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1275+STABILITY: SURFACE MOTION
 NB1275
 NB1275  HISTORY     - Date     Condition        Report By
 NB1275  HISTORY     - UNK      MONUMENTED       PRR
 NB1275  HISTORY     - 1941     GOOD             NGS
 NB1275
 NB1275                          STATION DESCRIPTION
 NB1275
 NB1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1275'4.9 MI SW FROM AVON.
 NB1275'1.9 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT AVON,
 NB1275'THENCE, 3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD, SET NEAR
 NB1275'THE WEST CORNER OF THE OLD CANAL LOCK IN THE STONE THAT HELD THE
 NB1275'NORTHWEST LOCK GATE, 0.6 MILE SOUTHWEST OF MILE-POST NO. 22, 30.5
 NB1275'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 1 FOOT NORTHEAST
 NB1275'OF THE NORTHEAST EDGE OF THE 1/4 CIRCLE IN THE STONE, 0.3 FOOT
 NB1275'NORTHWEST OF THE SOUTHEAST EDGE OF STONE. A PENNSYLVANIA RAILROAD
 NB1275'COPPER BOLT NO. 549.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0924 ***********************************************************************
 MZ0924  DESIGNATION -  54=CANAL 86
 MZ0924  PID         -  MZ0924
 MZ0924  STATE/COUNTY-  NY/SARATOGA
 MZ0924  USGS QUAD   -  SCHENECTADY (1980)
 MZ0924
 MZ0924                         *CURRENT SURVEY CONTROL
 MZ0924  ___________________________________________________________________
 MZ0924* NAD 83(1986)-  42 51 04.     (N)    073 53 14.     (W)     SCALED    
 MZ0924* NAVD 88     -        70.561  (meters)     231.50   (feet)  ADJUSTED  
 MZ0924  ___________________________________________________________________
 MZ0924  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MZ0924  DYNAMIC HT  -          70.542 (meters)     231.44  (feet)  COMP
 MZ0924  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 MZ0924
 MZ0924  VERT ORDER  -  FIRST     CLASS II
 MZ0924
 MZ0924.The horizontal coordinates were scaled from a topographic map and have
 MZ0924.an estimated accuracy of +/- 6 seconds.
 MZ0924
 MZ0924.The orthometric height was determined by differential leveling
 MZ0924.and adjusted by the National Geodetic Survey in June 1991..
 MZ0924
 MZ0924.The geoid height was determined by GEOID03.
 MZ0924
 MZ0924.The dynamic height is computed by dividing the NAVD 88
 MZ0924.geopotential number by the normal gravity value computed on the
 MZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0924.degrees latitude (g = 980.6199 gals.).
 MZ0924
 MZ0924.The modeled gravity was interpolated from observed gravity values.
 MZ0924
 MZ0924;                    North         East    Units  Estimated Accuracy
 MZ0924;SPC NY E     -   446,320.      200,080.      MT  (+/- 180 meters Scaled)
 MZ0924
 MZ0924                          SUPERSEDED SURVEY CONTROL
 MZ0924
 MZ0924  NGVD 29 (??/??/92)   70.731  (m)          232.06   (f) ADJ UNCH    1 2
 MZ0924
 MZ0924.Superseded values are not recommended for survey control.
 MZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0924.See file dsdata.txt to determine how the superseded data were derived.
 MZ0924
 MZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN909448(NAD 83)
 MZ0924_MARKER: O = CHISELED CIRCLE
 MZ0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0924_SP_SET: STONE COPING
 MZ0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0924
 MZ0924  HISTORY     - Date     Condition        Report By
 MZ0924  HISTORY     - UNK      MONUMENTED       NYSE+S
 MZ0924  HISTORY     - 1931     GOOD             NGS
 MZ0924  HISTORY     - 20020329 POOR             NYDT
 MZ0924  HISTORY     - 20030710 POOR             USPSQD
 MZ0924  HISTORY     - 20040710 POOR             USPSQD
 MZ0924  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 MZ0924
 MZ0924                          STATION DESCRIPTION
 MZ0924
 MZ0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0924'AT REXFORD.
 MZ0924'AT NORTH END OF MOHAWK RIVER BRIDGE AND OLD UPPER MOHAWK AQUEDUCT. ON
 MZ0924'NORTHEAST CORNER COPING OF TOWPATH WING. (CANAL BENCH MARK NO. 86).
 MZ0924
 MZ0924                          STATION RECOVERY (2002)
 MZ0924
 MZ0924'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 MZ0924'MARK RECOVERED IN POOR CONDITION.
 MZ0924
 MZ0924                          STATION RECOVERY (2003)
 MZ0924
 MZ0924'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0924'MARK RECOVERED IN POOR CONDITION.
 MZ0924
 MZ0924                          STATION RECOVERY (2004)
 MZ0924
 MZ0924'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0924'MARK RECOVERED IN POOR CONDITION.
 MZ0924
 MZ0924                          STATION RECOVERY (2005)
 MZ0924
 MZ0924'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0520 ***********************************************************************
 LY0520  DESIGNATION -  554
 LY0520  PID         -  LY0520
 LY0520  STATE/COUNTY-  NY/ORANGE
 LY0520  USGS QUAD   -  WARWICK (1976)
 LY0520
 LY0520                         *CURRENT SURVEY CONTROL
 LY0520  ___________________________________________________________________
 LY0520* NAD 83(1986)-  41 17 44.     (N)    074 17 26.     (W)     SCALED    
 LY0520* NAVD 88     -       168.483  (meters)     552.76   (feet)  ADJUSTED  
 LY0520  ___________________________________________________________________
 LY0520  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY0520  DYNAMIC HT  -         168.414 (meters)     552.54  (feet)  COMP
 LY0520  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 LY0520
 LY0520  VERT ORDER  -  SECOND    CLASS 0
 LY0520
 LY0520.The horizontal coordinates were scaled from a topographic map and have
 LY0520.an estimated accuracy of +/- 6 seconds.
 LY0520
 LY0520.The orthometric height was determined by differential leveling
 LY0520.and adjusted by the National Geodetic Survey in June 1991..
 LY0520
 LY0520.The geoid height was determined by GEOID03.
 LY0520
 LY0520.The dynamic height is computed by dividing the NAVD 88
 LY0520.geopotential number by the normal gravity value computed on the
 LY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0520.degrees latitude (g = 980.6199 gals.).
 LY0520
 LY0520.The modeled gravity was interpolated from observed gravity values.
 LY0520
 LY0520;                    North         East    Units  Estimated Accuracy
 LY0520;SPC NY E     -   273,390.      167,540.      MT  (+/- 180 meters Scaled)
 LY0520
 LY0520                          SUPERSEDED SURVEY CONTROL
 LY0520
 LY0520  NGVD 29 (??/??/92)  168.721  (m)          553.55   (f) ADJ UNCH    2 0
 LY0520
 LY0520.Superseded values are not recommended for survey control.
 LY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0520.See file dsdata.txt to determine how the superseded data were derived.
 LY0520
 LY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL593718(NAD 83)
 LY0520_MARKER: DD = SURVEY DISK
 LY0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0520_SP_SET: BUILDING FOUNDATION
 LY0520_STAMPING: 554 ALBANY 1903 ADJ
 LY0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0520
 LY0520  HISTORY     - Date     Condition        Report By
 LY0520  HISTORY     - 1903     MONUMENTED       USGS
 LY0520  HISTORY     - 1942     GOOD             NGS
 LY0520
 LY0520                          STATION DESCRIPTION
 LY0520
 LY0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0520'1.9 MI SW FROM SUGAR LOAF.
 LY0520'ABOUT 1.9 MILES SOUTHWEST ALONG THE LEHIGH AND HUDSON RAILROAD
 LY0520'FROM THE STATION AT SUGAR LOAF, AT A ROAD CROSSING, A U.S.G.S.
 LY0520'DISK SET VERTICALLY IN THE CENTER OF THE EAST BRICK FOUNDATION
 LY0520'OF A FRAME HOUSE, 2.0 FEET ABOVE THE GROUND, 74 FEET WEST OF
 LY0520'THE CENTER LINE OF THE MAIN TRACK, 53 FEET SOUTH OF THE CENTER
 LY0520'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2107 ***********************************************************************
 OF2107  DESIGNATION -  554 MCGS 1969
 OF2107  PID         -  OF2107
 OF2107  STATE/COUNTY-  NY/MONROE
 OF2107  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2107
 OF2107                         *CURRENT SURVEY CONTROL
 OF2107  ___________________________________________________________________
 OF2107* NAD 83(1996)-  43 03 13.90260(N)    077 43 13.56240(W)     ADJUSTED  
 OF2107* NAVD 88     -       175.8    (meters)     577.     (feet)  VERTCON   
 OF2107  ___________________________________________________________________
 OF2107  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 OF2107  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OF2107
 OF2107  HORZ ORDER  -  SECOND
 OF2107
 OF2107.The horizontal coordinates were established by classical geodetic methods
 OF2107.and adjusted by the National Geodetic Survey in January 1999..
 OF2107
 OF2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2107
 OF2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2107
 OF2107.The geoid height was determined by GEOID03.
 OF2107
 OF2107;                    North         East     Units Scale Factor Converg.
 OF2107;SPC NY W     -   339,514.732   420,295.948   MT  0.99999827   +0 35 20.8
 OF2107;SPC NY W     - 1,113,891.25  1,378,920.96   sFT  0.99999827   +0 35 20.8
 OF2107;UTM  18      - 4,770,388.186   278,449.908   MT  1.00020387   -1 51 28.6
 OF2107
 OF2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2107!SPC NY W     -   0.99997794  x   0.99999827  =   0.99997621
 OF2107!UTM  18      -   0.99997794  x   1.00020387  =   1.00018180
 OF2107
 OF2107:                Primary Azimuth Mark                     Grid Az
 OF2107:SPC NY W     -  MORGAN                                   261 19 08.5
 OF2107:UTM  18      -  MORGAN                                   263 45 57.9
 OF2107
 OF2107|---------------------------------------------------------------------|
 OF2107| PID    Reference Object                     Distance      Geod. Az  |
 OF2107|                                                           dddmmss.s |
 OF2107| OF2449 MORGAN                              APPROX. 2.6 KM 2615429.3 |
 OF2107|---------------------------------------------------------------------|
 OF2107
 OF2107                          SUPERSEDED SURVEY CONTROL
 OF2107
 OF2107  NAD 83(1986)-  43 03 13.90978(N)    077 43 13.56043(W) AD(       ) 2
 OF2107  NAD 27      -  43 03 13.68599(N)    077 43 14.54615(W) AD(       ) 2
 OF2107  NGVD 29 (07/19/86)  176.0    (m)          577.     (f) VERT ANG       
 OF2107
 OF2107.Superseded values are not recommended for survey control.
 OF2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2107.See file dsdata.txt to determine how the superseded data were derived.
 OF2107
 OF2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7845070388(NAD 83)
 OF2107_MARKER: DD = SURVEY DISK
 OF2107_SETTING: 0 = UNSPECIFIED SETTING
 OF2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2107
 OF2107  HISTORY     - Date     Condition        Report By
 OF2107  HISTORY     - 1969     MONUMENTED       NY-055
 OF2107  HISTORY     - 19970426 GOOD             USPSQD
 OF2107
 OF2107                          STATION DESCRIPTION
 OF2107
 OF2107'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2107'IN CHILI
 OF2107'
 OF2107'ALONG SCOTTSVILLE ROAD
 OF2107'
 OF2107'0.35 MILE NORTHEAST OF MORGAN ROAD
 OF2107'
 OF2107'8450. FEET EAST, NORTHEAST OF STATION MORGAN 1969.
 OF2107'
 OF2107'23.8 FEET NORTHWEST OF CENTERLINE OF PAVEMENT.
 OF2107'
 OF2107'65.5 FEET NORTHWEST OF 10-INCH DOUBLEBOLE CEDAR.
 OF2107'
 OF2107'35.0 FEET SOUTH OF WATER MAIN VALVE BOX.
 OF2107'
 OF2107'29.7 FEET SOUTH OF UTILITY POLE (NO NUMBER).
 OF2107'
 OF2107'21.8 FEET SOUTH OF HYDRANT.
 OF2107'
 OF2107'4.5 FEET SOUTH OF MAILBOX POST.
 OF2107'
 OF2107'62.8 FEET WEST OF 12-INCH CEDAR.
 OF2107'
 OF2107'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2107'STAMPED 554 IN THE TOP OF A CONCRETE POST.
 OF2107
 OF2107                          STATION RECOVERY (1997)
 OF2107
 OF2107'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2127 ***********************************************************************
 OF2127  DESIGNATION -  556 NYGS 1969
 OF2127  PID         -  OF2127
 OF2127  STATE/COUNTY-  NY/MONROE
 OF2127  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2127
 OF2127                         *CURRENT SURVEY CONTROL
 OF2127  ___________________________________________________________________
 OF2127* NAD 83(1996)-  43 03 01.47763(N)    077 44 05.89501(W)     ADJUSTED  
 OF2127* NAVD 88     -       179.61   (+/-2cm)     589.3    (feet)  VERTCON   
 OF2127  ___________________________________________________________________
 OF2127  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OF2127  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF2127
 OF2127  HORZ ORDER  -  SECOND
 OF2127  VERT ORDER  -  THIRD ? (See Below)
 OF2127
 OF2127.The horizontal coordinates were established by classical geodetic methods
 OF2127.and adjusted by the National Geodetic Survey in January 1999..
 OF2127
 OF2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2127.The vertical order pertains to the NGVD 29 superseded value.
 OF2127
 OF2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2127
 OF2127.The geoid height was determined by GEOID03.
 OF2127
 OF2127;                    North         East     Units Scale Factor Converg.
 OF2127;SPC NY W     -   339,119.252   419,115.577   MT  0.99999624   +0 34 44.9
 OF2127;SPC NY W     - 1,112,593.75  1,375,048.36   sFT  0.99999624   +0 34 44.9
 OF2127;UTM  18      - 4,770,043.391   277,253.477   MT  1.00021041   -1 52 04.0
 OF2127
 OF2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2127!SPC NY W     -   0.99997734  x   0.99999624  =   0.99997358
 OF2127!UTM  18      -   0.99997734  x   1.00021041  =   1.00018775
 OF2127
 OF2127:                Primary Azimuth Mark                     Grid Az
 OF2127:SPC NY W     -  554 MCGS 1969                            071 28 36.3
 OF2127:UTM  18      -  554 MCGS 1969                            073 55 25.2
 OF2127
 OF2127|---------------------------------------------------------------------|
 OF2127| PID    Reference Object                     Distance      Geod. Az  |
 OF2127|                                                           dddmmss.s |
 OF2127| OF2107 554 MCGS 1969                       APPROX. 1.2 KM 0720321.2 |
 OF2127|---------------------------------------------------------------------|
 OF2127
 OF2127                          SUPERSEDED SURVEY CONTROL
 OF2127
 OF2127  NAD 83(1986)-  43 03 01.48475(N)    077 44 05.89302(W) AD(       ) 2
 OF2127  NAD 27      -  43 03 01.26107(N)    077 44 06.87716(W) AD(       ) 2
 OF2127  NGVD 29 (07/19/86)  179.78   (m)          589.8    (f) LEVELING    3  
 OF2127
 OF2127.Superseded values are not recommended for survey control.
 OF2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2127.See file dsdata.txt to determine how the superseded data were derived.
 OF2127
 OF2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7725370043(NAD 83)
 OF2127_MARKER: DD = SURVEY DISK
 OF2127_SETTING: 0 = UNSPECIFIED SETTING
 OF2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2127
 OF2127  HISTORY     - Date     Condition        Report By
 OF2127  HISTORY     - 1936     MONUMENTED       NYGS
 OF2127  HISTORY     - 1969     GOOD             CGS
 OF2127  HISTORY     - 19970426 GOOD             USPSQD
 OF2127
 OF2127                          STATION DESCRIPTION
 OF2127
 OF2127'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2127'IN CHILI, 0.55 MILE WEST OF SCOTTSVILLE ROAD, 17 FEET NORTH OF
 OF2127'CENTER LINE OF MORGAN ROAD, 72.8 FEET SOUTH OF SOUTHWEST CORNER
 OF2127'OF WEST WING OF THE S.O. SEVERANCE HOUSE, 70.9 FEET SOUTHWEST
 OF2127'OF SOUTHEAST CORNER OF HOUSE, 48.4 FEET SOUTHWEST OF 18-INCH
 OF2127'SPRUCE, AND 31.4 FEET SOUTHEAST OF CENTER LINE OF WINDMILL AND
 OF2127'WELL WITH STONE CURB.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2127'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2127
 OF2127                          STATION RECOVERY (1969)
 OF2127
 OF2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF2127'ORIGINAL DESCRIPTION NOT ADEQUATE NEW DESCRIPTION AS FOLLOWS--
 OF2127'
 OF2127'IN CHILI
 OF2127'
 OF2127'ALONG MORGAN ROAD
 OF2127'
 OF2127'0.55 MILE WEST OF SCOTTSVILLE ROAD.
 OF2127'
 OF2127'4600 FEET EASTERLY OF STATION MORGAN.
 OF2127'
 OF2127'17.7 FEET NORTH OF CENTER OF PAVEMENT.
 OF2127'
 OF2127'7.0 FEET EAST, SOUTHEAST OF 18-INCH MAPLE.
 OF2127'
 OF2127'3.0 FEET EAST, SOUTHEAST OF WITNESS POST.
 OF2127'
 OF2127'29.0 FEET SOUTHEAST OF SOUTHEAST CORNER AND 55.2 FEET SOUTHWEST
 OF2127'OF SOUTHWEST OF CONCRETE BASE OF PORCH OF HOUSE 112.
 OF2127'
 OF2127'18.0 FEET WEST OF 30-INCH MAPLE.
 OF2127'
 OF2127'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2127'STANDARD DISK IN CONCRETE STAMPED 556.
 OF2127
 OF2127                          STATION RECOVERY (1997)
 OF2127
 OF2127'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2450 ***********************************************************************
 OF2450  DESIGNATION -  557 NYGS 1969
 OF2450  PID         -  OF2450
 OF2450  STATE/COUNTY-  NY/MONROE
 OF2450  USGS QUAD   -  CLIFTON (1971)
 OF2450
 OF2450                         *CURRENT SURVEY CONTROL
 OF2450  ___________________________________________________________________
 OF2450* NAD 83(1996)-  43 03 02.45247(N)    077 45 05.54271(W)     ADJUSTED  
 OF2450* NAVD 88     -       185.80   (+/-2cm)     609.6    (feet)  VERTCON   
 OF2450  ___________________________________________________________________
 OF2450  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 OF2450  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OF2450
 OF2450  HORZ ORDER  -  SECOND
 OF2450  VERT ORDER  -  THIRD ? (See Below)
 OF2450
 OF2450.The horizontal coordinates were established by classical geodetic methods
 OF2450.and adjusted by the National Geodetic Survey in January 1999..
 OF2450
 OF2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2450.The vertical order pertains to the NGVD 29 superseded value.
 OF2450
 OF2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2450
 OF2450.The geoid height was determined by GEOID03.
 OF2450
 OF2450;                    North         East     Units Scale Factor Converg.
 OF2450;SPC NY W     -   339,135.821   417,765.421   MT  0.99999397   +0 34 04.2
 OF2450;SPC NY W     - 1,112,648.11  1,370,618.72   sFT  0.99999397   +0 34 04.2
 OF2450;UTM  18      - 4,770,117.605   275,904.965   MT  1.00021783   -1 52 44.8
 OF2450
 OF2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2450!SPC NY W     -   0.99997637  x   0.99999397  =   0.99997034
 OF2450!UTM  18      -   0.99997637  x   1.00021783  =   1.00019419
 OF2450
 OF2450|---------------------------------------------------------------------|
 OF2450| PID    Reference Object                     Distance      Geod. Az  |
 OF2450|                                                           dddmmss.s |
 OF2450| OF2449 MORGAN                               20.235 METERS 24032     |
 OF2450| OF2448 558 NYGS 1969                       APPROX. 0.8 KM 2735107.9 |
 OF2450|---------------------------------------------------------------------|
 OF2450
 OF2450                          SUPERSEDED SURVEY CONTROL
 OF2450
 OF2450  NAD 83(1986)-  43 03 02.45956(N)    077 45 05.54063(W) AD(       ) 2
 OF2450  NAD 27      -  43 03 02.23607(N)    077 45 06.52266(W) AD(       ) 2
 OF2450  NGVD 29 (07/19/86)  185.97   (m)          610.1    (f) LEVELING    3  
 OF2450
 OF2450.Superseded values are not recommended for survey control.
 OF2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2450.See file dsdata.txt to determine how the superseded data were derived.
 OF2450
 OF2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7590570118(NAD 83)
 OF2450_MARKER: DD = SURVEY DISK
 OF2450_SETTING: 0 = UNSPECIFIED SETTING
 OF2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2450
 OF2450  HISTORY     - Date     Condition        Report By
 OF2450  HISTORY     - 1936     MONUMENTED       NYGS
 OF2450  HISTORY     - 1969     GOOD             CGS
 OF2450  HISTORY     - 1971     GOOD             USGS
 OF2450
 OF2450                          STATION DESCRIPTION
 OF2450
 OF2450'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2450'IN CHILI, 0.2 MILE WEST OF REED ROAD, 22.6 FEET SOUTH OF CENTER
 OF2450'LINE OF MORGAN ROAD, 201.8 FEET EAST OF 40-INCH OAK, 114 FEET
 OF2450'SOUTHWEST OF SOUTHEAST CORNER OF THE E.J. MORGAN HOUSE, 94.9
 OF2450'FEET SOUTH OF SOUTHWEST CORNER OF HOUSE, AND 54.8 FEET SOUTH OF
 OF2450'14-INCH HICKORY TREE.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2450'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2450
 OF2450                          STATION RECOVERY (1969)
 OF2450
 OF2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF2450'ORIGINAL DESCRIPTION NOT ADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2450'
 OF2450'IN CHILI
 OF2450'
 OF2450'ALONG MORGAN ROAD
 OF2450'
 OF2450'0.2 MILE WEST OF REED ROAD, NEAR AND ACROSS THE ROAD FROM
 OF2450'STATION MONDAY, 1969.
 OF2450'
 OF2450'22.2 FEET SOUTH OF THE CENTER LINE OF THE PAVEMENT.
 OF2450'
 OF2450'19.4 FEET WEST OF POLE 250-56 1/2.
 OF2450'
 OF2450'2.2 FEET NORTH OF WITNESS POST.
 OF2450'
 OF2450'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2450'STANDARD DISK IN CONCRETE 0.3 FEET BELOW GROUND.
 OF2450
 OF2450                          STATION RECOVERY (1971)
 OF2450
 OF2450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF2450'IN CHILI, 0.2 MILE WEST OF REED ROAD, 22.1 FEET SOUTH OF CENTER
 OF2450'LINE OF MORGAN ROAD, 140 FEET SOUTHWEST OF SOUTHEAST CORNER OF
 OF2450'HOUSE 282, 94.1 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE,
 OF2450'18.6 FEET WEST OF POLE (250 RTC 56-1/2), AND 0.8 FEET NORTHEAST
 OF2450'OF U.S. REFERENCE MARKER.
 OF2450'
 OF2450'STATION IS 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1128 ***********************************************************************
 LX1128  DESIGNATION -  5.58
 LX1128  PID         -  LX1128
 LX1128  STATE/COUNTY-  NY/PUTNAM
 LX1128  USGS QUAD   -  WEST POINT (1981)
 LX1128
 LX1128                         *CURRENT SURVEY CONTROL
 LX1128  ___________________________________________________________________
 LX1128* NAD 83(1986)-  41 26 29.     (N)    073 58 37.     (W)     SCALED    
 LX1128* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 LX1128  ___________________________________________________________________
 LX1128  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 LX1128  DYNAMIC HT  -           2.351 (meters)       7.71  (feet)  COMP
 LX1128  MODELED GRAV-     980,244.5   (mgal)                       NAVD 88
 LX1128
 LX1128  VERT ORDER  -  FIRST     CLASS II
 LX1128
 LX1128.The horizontal coordinates were scaled from a topographic map and have
 LX1128.an estimated accuracy of +/- 6 seconds.
 LX1128
 LX1128.The orthometric height was determined by differential leveling
 LX1128.and adjusted by the National Geodetic Survey in June 1991..
 LX1128
 LX1128.The geoid height was determined by GEOID03.
 LX1128
 LX1128.The dynamic height is computed by dividing the NAVD 88
 LX1128.geopotential number by the normal gravity value computed on the
 LX1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1128.degrees latitude (g = 980.6199 gals.).
 LX1128
 LX1128.The modeled gravity was interpolated from observed gravity values.
 LX1128
 LX1128;                    North         East    Units  Estimated Accuracy
 LX1128;SPC NY E     -   289,700.      193,710.      MT  (+/- 180 meters Scaled)
 LX1128
 LX1128                          SUPERSEDED SURVEY CONTROL
 LX1128
 LX1128  NGVD 29 (??/??/92)    2.638  (m)            8.65   (f) ADJ UNCH    1 2
 LX1128
 LX1128.Superseded values are not recommended for survey control.
 LX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1128.See file dsdata.txt to determine how the superseded data were derived.
 LX1128
 LX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL854882(NAD 83)
 LX1128_MARKER: Q = CHISELED SQUARE
 LX1128_SETTING: 66 = SET IN ROCK OUTCROP
 LX1128_SP_SET: ROCK CLIFF LEDGE
 LX1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1128+STABILITY: POSITION/ELEVATION WELL
 LX1128
 LX1128  HISTORY     - Date     Condition        Report By
 LX1128  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1128  HISTORY     - 1955     GOOD             NGS
 LX1128
 LX1128                          STATION DESCRIPTION
 LX1128
 LX1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1128'1.8 MI N FROM COLD SPRINGS.
 LX1128'1.85 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1128'STATION AT COLD SPRINGS, ABOUT 0.45 MILE NORTH OF MILE POST NY
 LX1128'54, A CHISELED SQUARE IN THE TOP OF A NARROW LEDGE AT BOTTOM OF
 LX1128'A ROCK CLIFF, 13.1 FEET EAST OF EAST RAIL OF EAST TRACK, 78 FEET
 LX1128'SOUTH OF SOUTH FACE OF ENTRANCE TO A RAILROAD TUNNEL, 37 3/4
 LX1128'FEET NORTHWEST OF WEST END OF CONCRETE SUPPORT UNDER SOUTH END
 LX1128'OF CLIFF, 0.7 FOOT NORTH AND 1.7 FEET BELOW THE LOWER OF TWO
 LX1128'1 1/2-INCH DRILL HOLES IN FACE OF CLIFF AND ABOUT 1 FOOT BELOW
 LX1128'LEVEL OF TRACK AND 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2448 ***********************************************************************
 OF2448  DESIGNATION -  558 NYGS 1969
 OF2448  PID         -  OF2448
 OF2448  STATE/COUNTY-  NY/MONROE
 OF2448  USGS QUAD   -  CLIFTON (1971)
 OF2448
 OF2448                         *CURRENT SURVEY CONTROL
 OF2448  ___________________________________________________________________
 OF2448* NAD 83(1996)-  43 03 04.10064(N)    077 45 38.94631(W)     ADJUSTED  
 OF2448* NAVD 88     -       172.66   (+/-2cm)     566.5    (feet)  VERTCON   
 OF2448  ___________________________________________________________________
 OF2448  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OF2448  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OF2448
 OF2448  HORZ ORDER  -  SECOND
 OF2448  VERT ORDER  -  THIRD ? (See Below)
 OF2448
 OF2448.The horizontal coordinates were established by classical geodetic methods
 OF2448.and adjusted by the National Geodetic Survey in January 1999..
 OF2448
 OF2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2448.The vertical order pertains to the NGVD 29 superseded value.
 OF2448
 OF2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2448
 OF2448.The geoid height was determined by GEOID03.
 OF2448
 OF2448;                    North         East     Units Scale Factor Converg.
 OF2448;SPC NY W     -   339,179.230   417,008.986   MT  0.99999272   +0 33 41.4
 OF2448;SPC NY W     - 1,112,790.52  1,368,136.98   sFT  0.99999272   +0 33 41.4
 OF2448;UTM  18      - 4,770,193.287   275,150.902   MT  1.00022199   -1 53 07.7
 OF2448
 OF2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2448!SPC NY W     -   0.99997843  x   0.99999272  =   0.99997115
 OF2448!UTM  18      -   0.99997843  x   1.00022199  =   1.00020041
 OF2448
 OF2448:                Primary Azimuth Mark                     Grid Az
 OF2448:SPC NY W     -  MORGAN                                   094 08 38.4
 OF2448:UTM  18      -  MORGAN                                   096 35 27.5
 OF2448
 OF2448|---------------------------------------------------------------------|
 OF2448| PID    Reference Object                     Distance      Geod. Az  |
 OF2448|                                                           dddmmss.s |
 OF2448| OF2449 MORGAN                              APPROX. 0.7 KM 0944219.8 |
 OF2448|---------------------------------------------------------------------|
 OF2448
 OF2448                          SUPERSEDED SURVEY CONTROL
 OF2448
 OF2448  NAD 83(1986)-  43 03 04.10765(N)    077 45 38.94424(W) AD(       ) 2
 OF2448  NAD 27      -  43 03 03.88438(N)    077 45 39.92509(W) AD(       ) 2
 OF2448  NGVD 29 (07/19/86)  172.83   (m)          567.0    (f) LEVELING    3  
 OF2448
 OF2448.Superseded values are not recommended for survey control.
 OF2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2448.See file dsdata.txt to determine how the superseded data were derived.
 OF2448
 OF2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7515170193(NAD 83)
 OF2448_MARKER: DD = SURVEY DISK
 OF2448_SETTING: 0 = UNSPECIFIED SETTING
 OF2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2448
 OF2448  HISTORY     - Date     Condition        Report By
 OF2448  HISTORY     - 1936     MONUMENTED       NYGS
 OF2448  HISTORY     - 1969     GOOD             CGS
 OF2448
 OF2448                          STATION DESCRIPTION
 OF2448
 OF2448'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2448'IN CHILI, 0.3 MILE EAST OF SHEFFER ROAD, 21 FEET NORTH OF CENTER
 OF2448'LINE OF MORGAN ROAD, ABOUT 300 FEET WEST OF WEST RANGE LINE OF
 OF2448'THE E.A. KRENZER HOUSE, 88.2 FEET NORTHWEST OF NORTHWEST CORNER
 OF2448'OF SOUTH HEAD WALL OF CONCRETE CULVERT, 82.3 FEET WEST OF
 OF2448'NORTHWEST CORNER OF NORTH HEAD WALL, AND 26.5 FEET EAST OF EAST
 OF2448'GATEPOST IN NORTH RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND
 OF2448'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2448'GROUND.
 OF2448
 OF2448                          STATION RECOVERY (1969)
 OF2448
 OF2448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF2448'ADD TO ORIGINAL DESCRIPTION--
 OF2448'
 OF2448'0.4 MILE WESTERLY OF STATION MORGAN.
 OF2448'
 OF2448'2.6 FEET SOUTH OF U.S. MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0252 ***********************************************************************
 LY0252  DESIGNATION -  558 USGS
 LY0252  PID         -  LY0252
 LY0252  STATE/COUNTY-  NY/ORANGE
 LY0252  USGS QUAD   -  MIDDLETOWN (1976)
 LY0252
 LY0252                         *CURRENT SURVEY CONTROL
 LY0252  ___________________________________________________________________
 LY0252* NAD 83(1986)-  41 26 51.     (N)    074 24 57.     (W)     SCALED    
 LY0252* NAVD 88     -       170.074  (meters)     557.98   (feet)  ADJUSTED  
 LY0252  ___________________________________________________________________
 LY0252  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY0252  DYNAMIC HT  -         170.006 (meters)     557.76  (feet)  COMP
 LY0252  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 LY0252
 LY0252  VERT ORDER  -  FIRST     CLASS II
 LY0252
 LY0252.The horizontal coordinates were scaled from a topographic map and have
 LY0252.an estimated accuracy of +/- 6 seconds.
 LY0252
 LY0252.The orthometric height was determined by differential leveling
 LY0252.and adjusted by the National Geodetic Survey in June 1991..
 LY0252.WARNING-Repeat measurements at this control monument indicate possible
 LY0252.vertical movement.
 LY0252
 LY0252.The geoid height was determined by GEOID03.
 LY0252
 LY0252.The dynamic height is computed by dividing the NAVD 88
 LY0252.geopotential number by the normal gravity value computed on the
 LY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0252.degrees latitude (g = 980.6199 gals.).
 LY0252
 LY0252.The modeled gravity was interpolated from observed gravity values.
 LY0252
 LY0252;                    North         East    Units  Estimated Accuracy
 LY0252;SPC NY E     -   290,250.      157,030.      MT  (+/- 180 meters Scaled)
 LY0252
 LY0252                          SUPERSEDED SURVEY CONTROL
 LY0252
 LY0252  NGVD 29 (??/??/92)  170.280  (m)          558.66   (f) ADJ UNCH    1 2
 LY0252
 LY0252.Superseded values are not recommended for survey control.
 LY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0252.See file dsdata.txt to determine how the superseded data were derived.
 LY0252
 LY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL487886(NAD 83)
 LY0252_MARKER: DD = SURVEY DISK
 LY0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0252_SP_SET: BUILDING
 LY0252_STAMPING: 558 ALBANY 1900
 LY0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0252+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 LY0252
 LY0252  HISTORY     - Date     Condition        Report By
 LY0252  HISTORY     - 1900     MONUMENTED       USGS
 LY0252  HISTORY     - 1941     GOOD             NGS
 LY0252  HISTORY     - 1978     GOOD             NGS
 LY0252  HISTORY     - 20050427 GOOD             USPSQD
 LY0252
 LY0252                          STATION DESCRIPTION
 LY0252
 LY0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0252'AT MIDDLETOWN.
 LY0252'AT MIDDLETOWN, 0.3 MILE EAST ALONG ERIE RAILROAD FROM STATION,
 LY0252'IN THE EAST QUARTER OF THE INTERSECTION OF RAILROAD STREET AND
 LY0252'COTTAGE STREET, SET IN THE WEST FACE AT THE FRONT END OF THE
 LY0252'MIDDLETOWN PAPER COMPANY INC., 32.7 FEET NORTHEAST OF THE CENTER
 LY0252'LINE OF RAILROAD STREET, 28.8 FEET SOUTHEAST OF THE CENTER LINE
 LY0252'OF COTTAGE STREET, 4.5 FEET NORTH OF THE NORTH EDGE OF THE
 LY0252'ENTRANCE, 2.7 FEET ABOVE SIDEWALK LEVEL, SET VERTICALLY.  A
 LY0252'STANDARD U.S. GEOLOGICAL DISK STAMPED 558 ALBANY 1900.
 LY0252
 LY0252                          STATION RECOVERY (1978)
 LY0252
 LY0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0252'RECOVERED IN GOOD CONDITION.
 LY0252
 LY0252                          STATION RECOVERY (2005)
 LY0252
 LY0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (BRE)
 LY0252' 
 LY0252'BUILDING IS NOW CALLED MIDDLETOWN FOOTWARE CO
 LY0252'RAILWAY STATION IS CLOSED AND BOARDED UP
 LY0252'RAILROAD TRACKS ARE IN POOR CONDITION
 LY0252'THE 588 USGS CODE CAN'T BE READ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0758 ***********************************************************************
 PH0758  DESIGNATION -  559
 PH0758  PID         -  PH0758
 PH0758  STATE/COUNTY-  NY/ST LAWRENCE
 PH0758  USGS QUAD   -  COLTON (1980)
 PH0758
 PH0758                         *CURRENT SURVEY CONTROL
 PH0758  ___________________________________________________________________
 PH0758* NAD 83(1986)-  44 35 14.     (N)    074 57 36.     (W)     SCALED    
 PH0758* NAVD 88     -       170.250  (meters)     558.56   (feet)  ADJUSTED  
 PH0758  ___________________________________________________________________
 PH0758  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 PH0758  DYNAMIC HT  -         170.233 (meters)     558.51  (feet)  COMP
 PH0758  MODELED GRAV-     980,514.4   (mgal)                       NAVD 88
 PH0758
 PH0758  VERT ORDER  -  SECOND    CLASS 0
 PH0758
 PH0758.The horizontal coordinates were scaled from a topographic map and have
 PH0758.an estimated accuracy of +/- 6 seconds.
 PH0758
 PH0758.The orthometric height was determined by differential leveling
 PH0758.and adjusted by the National Geodetic Survey in June 1991..
 PH0758
 PH0758.The geoid height was determined by GEOID03.
 PH0758
 PH0758.The dynamic height is computed by dividing the NAVD 88
 PH0758.geopotential number by the normal gravity value computed on the
 PH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0758.degrees latitude (g = 980.6199 gals.).
 PH0758
 PH0758.The modeled gravity was interpolated from observed gravity values.
 PH0758
 PH0758;                    North         East    Units  Estimated Accuracy
 PH0758;SPC NY E     -   639,110.      113,480.      MT  (+/- 180 meters Scaled)
 PH0758
 PH0758                          SUPERSEDED SURVEY CONTROL
 PH0758
 PH0758  NGVD 29 (??/??/92)  170.374  (m)          558.97   (f) ADJ UNCH    2 0
 PH0758
 PH0758.Superseded values are not recommended for survey control.
 PH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0758.See file dsdata.txt to determine how the superseded data were derived.
 PH0758
 PH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ031370(NAD 83)
 PH0758_MARKER: DD = SURVEY DISK
 PH0758_SETTING: 66 = SET IN ROCK OUTCROP
 PH0758_SP_SET: ROCK ABUTMENT
 PH0758_STAMPING: 559 ADJ. 1903
 PH0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0758+STABILITY: POSITION/ELEVATION WELL
 PH0758
 PH0758  HISTORY     - Date     Condition        Report By
 PH0758  HISTORY     - 1903     MONUMENTED       USGS
 PH0758  HISTORY     - 1935     GOOD             NGS
 PH0758
 PH0758                          STATION DESCRIPTION
 PH0758
 PH0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0758'3.1 MI N FROM COLTON.
 PH0758'IS 3.1 MILES NORTH OF COLTON, 0.5 MILES NORTHEAST OF STATE HIGHWAY NO.
 PH0758'56, ON SOUTHEAST END OF NORTHEAST ABUTMENT OF OLD WOODEN BRIDGE OVER
 PH0758'RAQUETTE RIVER, ON GRAVEL ROAD, AND ACROSS RIVER FROM LARGE ELECTRIC
 PH0758'POWER PLANT.  USGS STANDARD DISK SET IN ROCK ABUTMENT 3 FT. BELOW
 PH0758'LEVEL OF ROAD, AND STAMPED 559 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1043 ***********************************************************************
 OF1043  DESIGNATION -  559.533
 OF1043  PID         -  OF1043
 OF1043  STATE/COUNTY-  NY/MONROE
 OF1043  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1043
 OF1043                         *CURRENT SURVEY CONTROL
 OF1043  ___________________________________________________________________
 OF1043* NAD 83(1986)-  43 07 51.     (N)    077 40 23.     (W)     SCALED    
 OF1043* NAVD 88     -       170.285  (meters)     558.68   (feet)  ADJUSTED  
 OF1043  ___________________________________________________________________
 OF1043  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF1043  DYNAMIC HT  -         170.242 (meters)     558.54  (feet)  COMP
 OF1043  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 OF1043
 OF1043  VERT ORDER  -  FIRST     CLASS II
 OF1043
 OF1043.The horizontal coordinates were scaled from a topographic map and have
 OF1043.an estimated accuracy of +/- 6 seconds.
 OF1043
 OF1043.The orthometric height was determined by differential leveling
 OF1043.and adjusted by the National Geodetic Survey in September 1994..
 OF1043
 OF1043.The geoid height was determined by GEOID03.
 OF1043
 OF1043.The dynamic height is computed by dividing the NAVD 88
 OF1043.geopotential number by the normal gravity value computed on the
 OF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1043.degrees latitude (g = 980.6199 gals.).
 OF1043
 OF1043.The modeled gravity was interpolated from observed gravity values.
 OF1043
 OF1043;                    North         East    Units  Estimated Accuracy
 OF1043;SPC NY W     -   348,110.      424,060.      MT  (+/- 180 meters Scaled)
 OF1043
 OF1043                          SUPERSEDED SURVEY CONTROL
 OF1043
 OF1043  NAVD 88 (06/15/91)  170.293  (m)          558.70   (f) UNKNOWN     1 2
 OF1043  NGVD 29 (??/??/92)  170.469  (m)          559.28   (f) ADJ UNCH    1 2
 OF1043
 OF1043.Superseded values are not recommended for survey control.
 OF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1043.See file dsdata.txt to determine how the superseded data were derived.
 OF1043
 OF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN825788(NAD 83)
 OF1043_MARKER: DD = SURVEY DISK
 OF1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1043_SP_SET: BRIDGE ABUTMENT
 OF1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1043
 OF1043  HISTORY     - Date     Condition        Report By
 OF1043  HISTORY     - 1941     MONUMENTED       BORR
 OF1043  HISTORY     - 1961     GOOD             NGS
 OF1043
 OF1043                          STATION DESCRIPTION
 OF1043
 OF1043'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1941
 OF1043'AT ROCHESTER.
 OF1043'AT ROCHESTER, ALONG THE B. AND O. R.R. 0.2 MILE NORTH OF THE
 OF1043'PENNSYLVANIA RAILROAD BRIDGE OVER THE BARGE CANAL, THENCE, 0.9 MILE
 OF1043'WEST ALONG BROOKS AVE, SET IN THE EAST CORNER OF THE NORTH ABUTMENT
 OF1043'OF BRIDGE NO. 3-41, 21.8 FEET EAST OF THE EAST RAIL OF THE EAST
 OF1043'TRACK, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE EAST WALL,
 OF1043'0.7 FOOT SOUTHEAST OF THE NORTHWEST EDGE, ABOUT LEVEL WITH TRACK. A
 OF1043'BUFFALO, ROCHESTER AND PITTSBURG BRONZE DISK. NO STAMPING.
 OF1043
 OF1043                          STATION RECOVERY (1961)
 OF1043
 OF1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 OF1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0923 ***********************************************************************
 MZ0923  DESIGNATION -  55=CANAL 87
 MZ0923  PID         -  MZ0923
 MZ0923  STATE/COUNTY-  NY/SCHENECTADY
 MZ0923  USGS QUAD   -  SCHENECTADY (1980)
 MZ0923
 MZ0923                         *CURRENT SURVEY CONTROL
 MZ0923  ___________________________________________________________________
 MZ0923* NAD 83(1986)-  42 50 57.     (N)    073 53 16.     (W)     SCALED    
 MZ0923* NAVD 88     -        71.686  (meters)     235.19   (feet)  ADJUSTED  
 MZ0923  ___________________________________________________________________
 MZ0923  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ0923  DYNAMIC HT  -          71.666 (meters)     235.12  (feet)  COMP
 MZ0923  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 MZ0923
 MZ0923  VERT ORDER  -  FIRST     CLASS II
 MZ0923
 MZ0923.The horizontal coordinates were scaled from a topographic map and have
 MZ0923.an estimated accuracy of +/- 6 seconds.
 MZ0923
 MZ0923.The orthometric height was determined by differential leveling
 MZ0923.and adjusted by the National Geodetic Survey in June 1991..
 MZ0923
 MZ0923.The geoid height was determined by GEOID03.
 MZ0923
 MZ0923.The dynamic height is computed by dividing the NAVD 88
 MZ0923.geopotential number by the normal gravity value computed on the
 MZ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0923.degrees latitude (g = 980.6199 gals.).
 MZ0923
 MZ0923.The modeled gravity was interpolated from observed gravity values.
 MZ0923
 MZ0923;                    North         East    Units  Estimated Accuracy
 MZ0923;SPC NY E     -   446,100.      200,040.      MT  (+/- 180 meters Scaled)
 MZ0923
 MZ0923                          SUPERSEDED SURVEY CONTROL
 MZ0923
 MZ0923  NGVD 29 (??/??/92)   71.855  (m)          235.74   (f) ADJ UNCH    1 2
 MZ0923
 MZ0923.Superseded values are not recommended for survey control.
 MZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0923.See file dsdata.txt to determine how the superseded data were derived.
 MZ0923
 MZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN908446(NAD 83)
 MZ0923_MARKER: B = BOLT
 MZ0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0923_SP_SET: BRIDGE
 MZ0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0923
 MZ0923  HISTORY     - Date     Condition        Report By
 MZ0923  HISTORY     - UNK      MONUMENTED       NYSE+S
 MZ0923  HISTORY     - 1931     GOOD             NGS
 MZ0923  HISTORY     - 20020329 POOR             NYDT
 MZ0923
 MZ0923                          STATION DESCRIPTION
 MZ0923
 MZ0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0923'AT AQUEDUCT.
 MZ0923'AT SOUTH END OF MOHAWK RIVER BRIDGE AND OLD UPPER MOHAWK AQUEDUCT. ON
 MZ0923'TOP DOWEL IN COPING OF PARAPET OF TOWPATH WING (WEST WING OF MOHAWK
 MZ0923'RIVER BRIDGE).
 MZ0923
 MZ0923                          STATION RECOVERY (2002)
 MZ0923
 MZ0923'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 MZ0923'BOLT IS RUSTING AND DETERIORATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1399 ***********************************************************************
 LX1399  DESIGNATION -  56
 LX1399  PID         -  LX1399
 LX1399  STATE/COUNTY-  NY/DUTCHESS
 LX1399  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1399
 LX1399                         *CURRENT SURVEY CONTROL
 LX1399  ___________________________________________________________________
 LX1399* NAD 83(1986)-  41 39 00.     (N)    073 56 39.     (W)     SCALED    
 LX1399* NAVD 88     -         4.825  (meters)      15.83   (feet)  ADJUSTED  
 LX1399  ___________________________________________________________________
 LX1399  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1399  DYNAMIC HT  -           4.823 (meters)      15.82  (feet)  COMP
 LX1399  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 LX1399
 LX1399  VERT ORDER  -  FIRST     CLASS II
 LX1399
 LX1399.The horizontal coordinates were scaled from a topographic map and have
 LX1399.an estimated accuracy of +/- 6 seconds.
 LX1399
 LX1399.The orthometric height was determined by differential leveling
 LX1399.and adjusted by the National Geodetic Survey in June 1991..
 LX1399
 LX1399.The geoid height was determined by GEOID03.
 LX1399
 LX1399.The dynamic height is computed by dividing the NAVD 88
 LX1399.geopotential number by the normal gravity value computed on the
 LX1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1399.degrees latitude (g = 980.6199 gals.).
 LX1399
 LX1399.The modeled gravity was interpolated from observed gravity values.
 LX1399
 LX1399;                    North         East    Units  Estimated Accuracy
 LX1399;SPC NY E     -   312,880.      196,300.      MT  (+/- 180 meters Scaled)
 LX1399
 LX1399                          SUPERSEDED SURVEY CONTROL
 LX1399
 LX1399  NGVD 29 (??/??/92)    5.091  (m)           16.70   (f) ADJ UNCH    1 2
 LX1399
 LX1399.Superseded values are not recommended for survey control.
 LX1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1399.See file dsdata.txt to determine how the superseded data were derived.
 LX1399
 LX1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879114(NAD 83)
 LX1399_MARKER: DS = TRIANGULATION STATION DISK
 LX1399_SETTING: 66 = SET IN ROCK OUTCROP
 LX1399_SP_SET: ROCK OUTCROP
 LX1399_STAMPING: NO 56 1933
 LX1399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1399+STABILITY: POSITION/ELEVATION WELL
 LX1399
 LX1399  HISTORY     - Date     Condition        Report By
 LX1399  HISTORY     - 1970     MONUMENTED       CGS
 LX1399  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX1399  HISTORY     - 1951     SEE DESCRIPTION  LOCENG
 LX1399  HISTORY     - 1955     GOOD             NGS
 LX1399  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX1399  HISTORY     - 1963     POOR             NGS
 LX1399  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LX1399  HISTORY     - 19950920 GOOD             USPSQD
 LX1399
 LX1399                          STATION DESCRIPTION
 LX1399
 LX1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX1399'THIS STATION WAS RECOVERED AS DESCRIBED BY J.B. MILLER IN 1905.  A
 LX1399'NEW DESCRIPTION IS AS FOLLOWS--THIS STATION WAS RECOVERED AND
 LX1399'RE-MARKED, USING STANDARD DISKS CEMENTED IN DRILL HOLES IN
 LX1399'ROCKS.  THE STATION IS LOCATED ON A ROCKY POINT ON THE E SHORE
 LX1399'OF THE HUDSON RIVER JUST S OF CAMELOT, NEW YORK.  THE DISKS ARE
 LX1399'STAMPED NO. 56, 1905-1933.  DETAILS OF STATION, REFERENCE MARKS
 LX1399'AND CROSS MARKS CUT IN ROCKS ARE SHOWN IN SKETCH BELOW.
 LX1399'
 LX1399'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX1399
 LX1399                          STATION RECOVERY (1951)
 LX1399
 LX1399'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (CPF)
 LX1399'LETTER OF MR. CHAS. P. FROST, SCHUERMAN AND FROST, ENGINEERS,
 LX1399'54 MARKET ST., POUGHKEEPSIE, N.Y. DATED OCTOBER 16, 1951--
 LX1399'
 LX1399'STATION IS AS DESCRIBED EXCEPT THAT IT IS ABOUT 1-1/4 MILES N OF
 LX1399'CAMELOT INSTEAD OF JUST S OF CAMELOT.  THE STATION IS ON THE
 LX1399'PROPERTY OF THE INTERNATIONAL BUSINESS MACHINES CORP., WHICH
 LX1399'PROPERTY WAS FORMERLY OWNED BY R.U. DELAPENHA CO.
 LX1399
 LX1399                          STATION RECOVERY (1955)
 LX1399
 LX1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1399'3.8 MI S FROM POUGHKEEPSIE.
 LX1399'ABOUT 3.85 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1399'FROM THE STATION AT POUGHKEEPSIE, AT RUDCO, ABOUT 0.4 MILE
 LX1399'SOUTH OF MILE POST NY 70, ON THE EAST BANK OF HUDSON RIVER, SET
 LX1399'IN THE TOP OF A ROCK OUTCROP WHICH EXTENDS SLIGHTLY INTO THE
 LX1399'RIVER, 123 FEET NORTHWEST OF SOUTHWEST END OF NORTHWEST
 LX1399'CONCRETE ABUTMENT OF OVERPASS NO. 188 A OF ROAD OVER TRACKS
 LX1399'(ROAD LEADS NORTH TO RUDCO WHARF), 73 FEET WEST-SOUTHWEST
 LX1399'OF CENTER LINE OF ROAD, 41 FEET WEST-NORTHWEST OF A LONE
 LX1399'8-INCH PINE TREE, 32 1/2 FEET NORTHWEST OF RM NO. 2, 8 FEET
 LX1399'SOUTHEAST OF NORTHWEST EDGE OF LEDGE AND ABOUT 20 FEET ABOVE
 LX1399'LEVEL OF WATER.  NOTE-- THE DISK IS SET IN ROCK SO THAT THE
 LX1399'EAST SIDE OF DISK IS HIGH POINT.  ROD HELD ON HIGH POINT OF
 LX1399'DISK.
 LX1399
 LX1399                          STATION RECOVERY (1963)
 LX1399
 LX1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX1399'STATION WAS RECOVERED IN VERY POOR CONDITION.  DISK IS LOOSE AND
 LX1399'CAN BE MOVED BACK AND FORTH A SMALL AMOUNT.  THE CONCRETE HAS
 LX1399'DETERIORATED AROUND THE DISK AND IT SHOULD BE CEMENTED IN AGAIN.
 LX1399'
 LX1399'RM 1 WAS NOT RECOVERED.  IT APPEARS THAT PART OF THE ROCK LEDGE
 LX1399'HAS FALLEN AWAY AND THE RM WITH IT.
 LX1399'
 LX1399'RM 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX1399'
 LX1399'AZIMUTH MARK HAS BEEN DESTROYED.
 LX1399
 LX1399                          STATION RECOVERY (1963)
 LX1399
 LX1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1399'MARK RECOVERED IN POOR CONDITION.
 LX1399
 LX1399                          STATION RECOVERY (1970)
 LX1399
 LX1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LX1399'STATION MARK AND RM NO.1 WERE GONE RM NO.2 WAS FOUND IN GOOD
 LX1399'CONDITION.  THE OLD, CEMENT-LINED, STATION DRILL HOLE, IN
 LX1399'PARTIALLY ERODED BEDROCK, WAS FOUND, AND VERIFIED BY ANGLE AND
 LX1399'DISTANCE FROM RM NO.2.  OLD REFERENCE CROSS NO.1 WAS FOUND, BUT
 LX1399'CROSS NO.2 HAS APPARENTLY BEEN LOST BY EROSION.  A NEW STATION
 LX1399'MARK AND RM NO.3 WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 LX1399'FOLLOWS--
 LX1399'
 LX1399'STATION IS LOCATED ON EAST SIDE OF HUDSON RIVER, DOWN ON A SMALL,
 LX1399'FLAT, ROCKY POINT, JUST WEST OF A RAILROAD OVERPASS BRIDGE AT THE
 LX1399'SOUTH END OF A LARGE PLANT.
 LX1399'
 LX1399'TO REACH STATION FROM THE EAST END OF THE MID-HUDSON BRIDGE AT
 LX1399'POUGHKEEPSIE, GO SOUTH ON U.S. HIGHWAY 9 FOR 3.7 MILES.  TURN
 LX1399'RIGHT ON IBM RD. AND GO WEST 0.3 MILE TO CROSSROAD.  CONTINUE
 LX1399'AHEAD FOR 0.45 MILE TO ENTRANCE GATE TO A PLANT.  PASS THROUGH
 LX1399'GATE AND GO LEFT 0.05 MILE.  PASS THROUGH GATE AT SOUTH END OF
 LX1399'PLANT, AND GO RIGHT ABOUT 50 YARDS TO WEST END OF BRIDGE AND
 LX1399'STATION ON POINT BELOW.
 LX1399'
 LX1399'STATION MARK IS A STANDARD DISK STAMPED NO 56 1905 1970, CEMENTED
 LX1399'IN A DRILL HOLE IN A BEDROCK LEDGE, 122 FEET WEST OF WEST END OF
 LX1399'BRIDGE, 7 FEET EAST OF ROCK CLIFF, 1.65 FEET NORTH OF A CHISELED
 LX1399'CROSS IN BEDROCK LEDGE (OLD CROSS NO.1) AND 6.2 FEET
 LX1399'NORTH-NORTHEAST OF ANOTHER CROSS CHISELED IN A BEDROCK LEDGE.
 LX1399'
 LX1399'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NO 56 2
 LX1399'1933, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE PROJECTING 10
 LX1399'INCHES FROM GROUND, ON A SMALL BUMP, 16 FEET SOUTHWEST OF BASE OF
 LX1399'15-FOOT BANK RUNNING UP TO BRIDGE, AND AT SAME ELEVATION AS
 LX1399'STATION MARK.
 LX1399'
 LX1399'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED NO 56
 LX1399'1905 NO 3 1970, CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE, UNDER
 LX1399'WEST SIDE OF A LARGE BUSH AND 10 FEET EAST CLIFF EDGE.
 LX1399'
 LX1399'STATION BISHOP 1854 WILL SERVE AS AZIMUTH MARK.
 LX1399'
 LX1399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX1399'3-1/2 MILES SOUTH OF POUGHKEEPSIE.
 LX1399
 LX1399                          STATION RECOVERY (1995)
 LX1399
 LX1399'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0606 ***********************************************************************
 KV0606  DESIGNATION -  56 NYPA
 KV0606  PID         -  KV0606
 KV0606  STATE/COUNTY-  NY/NEW YORK
 KV0606  USGS QUAD   -  CENTRAL PARK (1979)
 KV0606
 KV0606                         *CURRENT SURVEY CONTROL
 KV0606  ___________________________________________________________________
 KV0606* NAD 83(1986)-  40 45 23.     (N)    073 59 53.     (W)     SCALED    
 KV0606* NAVD 88     -        12.98   (+/-2cm)      42.6    (feet)  VERTCON   
 KV0606  ___________________________________________________________________
 KV0606  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KV0606
 KV0606  VERT ORDER  -  ? (See Below)
 KV0606
 KV0606.The horizontal coordinates were scaled from a topographic map and have
 KV0606.an estimated accuracy of +/- 6 seconds.
 KV0606
 KV0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0606.The vertical order pertains to the NGVD 29 superseded value.
 KV0606
 KV0606.The geoid height was determined by GEOID03.
 KV0606
 KV0606;                    North         East    Units  Estimated Accuracy
 KV0606;SPC NY E     -   213,620.      192,380.      MT  (+/- 180 meters Scaled)
 KV0606
 KV0606                          SUPERSEDED SURVEY CONTROL
 KV0606
 KV0606  NGVD 29 (??/??/??)   13.308  (m)           43.66   (f) ADJUSTED    ?  
 KV0606
 KV0606.Superseded values are not recommended for survey control.
 KV0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0606.See file dsdata.txt to determine how the superseded data were derived.
 KV0606
 KV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL845121(NAD 83)
 KV0606_MARKER: Q = CHISELED SQUARE
 KV0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0606_SP_SET: STEP
 KV0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0606
 KV0606  HISTORY     - Date     Condition        Report By
 KV0606  HISTORY     - UNK      MONUMENTED       NYPA
 KV0606  HISTORY     - 1934     GOOD             CGS
 KV0606  HISTORY     - 20050925 MARK NOT FOUND   GEOCAC
 KV0606
 KV0606                          STATION DESCRIPTION
 KV0606
 KV0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0606'IN NEW YORK CITY.
 KV0606'IN MANHATTAON, ON THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KV0606'10TH AVENUE AND 37TH STREET.  ON THE NORTHEAST CORNER OF THE STEP
 KV0606'TO NO. 483 10TH AVENUE.  19.6 FEET WEST OF THE WEST CURBING OF
 KV0606'10TH AVENUE.  14.5 FEET SOUTH OF THE SOUTH CURB OF 37TH STREET.
 KV0606'0.8 FEET ABOVE THE SURFACE OF THE SIDEWALK.
 KV0606
 KV0606                          STATION RECOVERY (2005)
 KV0606
 KV0606'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KV0606'THE BUILDING HAS A NEW ADDRESS OF 500 WEST 37TH STREET.  THE FRONT OF
 KV0606'THE BUILDING ALONG TENTH AVENUE HAS BEEN RENOVATED AND THE STEP ON
 KV0606'WHICH THE MARK WAS CHISELLED HAS BEEN COVERED WITH A LAYER OF STUCCO.
 KV0606'IT IS HIGHLY LIKELY THAT THE MARK IS STILL ON THE STEP UNDER THE
 KV0606'STUCCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ1942 ***********************************************************************
 AJ1942  DESIGNATION -  56 RESET
 AJ1942  PID         -  AJ1942
 AJ1942  STATE/COUNTY-  NY/DUTCHESS
 AJ1942  USGS QUAD   -  POUGHKEEPSIE (1995)
 AJ1942
 AJ1942                         *CURRENT SURVEY CONTROL
 AJ1942  ___________________________________________________________________
 AJ1942* NAD 83(1996)-  41 39 00.02641(N)    073 56 39.49017(W)     ADJUSTED  
 AJ1942* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AJ1942  ___________________________________________________________________
 AJ1942  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AJ1942  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AJ1942
 AJ1942  HORZ ORDER  -  THIRD
 AJ1942
 AJ1942.The horizontal coordinates were established by classical geodetic methods
 AJ1942.and adjusted by the National Geodetic Survey in January 1999..
 AJ1942
 AJ1942.The orthometric height was scaled from a topographic map.
 AJ1942
 AJ1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1942
 AJ1942.The geoid height was determined by GEOID03.
 AJ1942
 AJ1942;                    North         East     Units Scale Factor Converg.
 AJ1942;SPC NY E     -   312,879.463   196,286.813   MT  0.99992636   +0 22 09.5
 AJ1942;SPC NY E     - 1,026,505.37    643,984.32   sFT  0.99992636   +0 22 09.5
 AJ1942;UTM  18      - 4,611,456.385   587,908.373   MT  0.99969510   +0 42 05.9
 AJ1942
 AJ1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1942!SPC NY E     -   1.00000422  x   0.99992636  =   0.99993058
 AJ1942!UTM  18      -   1.00000422  x   0.99969510  =   0.99969932
 AJ1942
 AJ1942|---------------------------------------------------------------------|
 AJ1942| PID    Reference Object                     Distance      Geod. Az  |
 AJ1942|                                                           dddmmss.s |
 AJ1942| LX1400 56 RM 1                               6.330 METERS 00934     |
 AJ1942| CB4820 56 RM 3                               7.754 METERS 01559     |
 AJ1942| LX4489 RUDCO R U DELAPENHA CO STACK        184.623 METERS 04412     |
 AJ1942| LX1398 56 RM 2                               9.762 METERS 12035     |
 AJ1942| LX1396 BISHOP RESET                        484.600 METERS 1784140.9 |
 AJ1942| LX4512 MILTON STACK                        APPROX. 0.9 KM 2970155.4 |
 AJ1942|---------------------------------------------------------------------|
 AJ1942
 AJ1942                          SUPERSEDED SURVEY CONTROL
 AJ1942
 AJ1942  NAD 83(1986)-  41 39 00.02837(N)    073 56 39.49172(W) AD(       ) 3
 AJ1942
 AJ1942.Superseded values are not recommended for survey control.
 AJ1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1942.See file dsdata.txt to determine how the superseded data were derived.
 AJ1942
 AJ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8790811456(NAD 83)
 AJ1942_MARKER: DS = TRIANGULATION STATION DISK
 AJ1942_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1942_SP_SET: ROCK OUTCROP
 AJ1942_STAMPING: NO 56 1905 1970
 AJ1942_MARK LOGO: NGS   
 AJ1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1942+STABILITY: POSITION/ELEVATION WELL
 AJ1942
 AJ1942  HISTORY     - Date     Condition        Report By
 AJ1942  HISTORY     - 1970     MONUMENTED       NGS
 AJ1942  HISTORY     - 19920527 GOOD             USPSQD
 AJ1942
 AJ1942                          STATION DESCRIPTION
 AJ1942
 AJ1942'DESCRIBED BY US POWER SQUADRON 1992 (AMW)
 AJ1942'THE STATION STAMPING DOES NOT AGREE WITH THE DESCRIPTION IN THE
 AJ1942'VERTICAL LIST BUT DOES IN THE HORIZONTAL LIST.  ITS LOCATION IS
 AJ1942'CORRECT IN RELATION TO RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1400 ***********************************************************************
 LX1400  DESIGNATION -  56 RM 1
 LX1400  PID         -  LX1400
 LX1400  STATE/COUNTY-  NY/DUTCHESS
 LX1400  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1400
 LX1400                         *CURRENT SURVEY CONTROL
 LX1400  ___________________________________________________________________
 LX1400* NAD 83(1986)-  41 39 00.     (N)    073 56 39.     (W)     SCALED    
 LX1400* NAVD 88     -         4.795  (meters)      15.73   (feet)  POSTED    
 LX1400  ___________________________________________________________________
 LX1400  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1400  DYNAMIC HT  -           4.790 (meters)      15.72  (feet)  COMP
 LX1400  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 LX1400
 LX1400  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 LX1400
 LX1400.The horizontal coordinates were scaled from a topographic map and have
 LX1400.an estimated accuracy of +/- 6 seconds.
 LX1400
 LX1400.The orthometric height was determined by differential leveling
 LX1400.and adjusted by the National Geodetic Survey in 1992..
 LX1400.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 LX1400.rate greater than 8.0 mm/km.
 LX1400
 LX1400.The geoid height was determined by GEOID03.
 LX1400
 LX1400.The dynamic height is computed by dividing the NAVD 88
 LX1400.geopotential number by the normal gravity value computed on the
 LX1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1400.degrees latitude (g = 980.6199 gals.).
 LX1400
 LX1400.The modeled gravity was interpolated from observed gravity values.
 LX1400
 LX1400;                    North         East    Units  Estimated Accuracy
 LX1400;SPC NY E     -   312,880.      196,300.      MT  (+/- 180 meters Scaled)
 LX1400
 LX1400                          SUPERSEDED SURVEY CONTROL
 LX1400
 LX1400  NGVD 29 (??/??/92)    5.061  (m)           16.60   (f) ADJ UNCH    1 2
 LX1400
 LX1400.Superseded values are not recommended for survey control.
 LX1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1400.See file dsdata.txt to determine how the superseded data were derived.
 LX1400
 LX1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879114(NAD 83)
 LX1400_MARKER: DR = REFERENCE MARK DISK
 LX1400_SETTING: 66 = SET IN ROCK OUTCROP
 LX1400_SP_SET: ROCK LEDGE
 LX1400_STAMPING: 56 NO 1 1933
 LX1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1400+STABILITY: POSITION/ELEVATION WELL
 LX1400
 LX1400  HISTORY     - Date     Condition        Report By
 LX1400  HISTORY     - 1933     MONUMENTED       CGS
 LX1400  HISTORY     - 1963     MARK NOT FOUND   NGS
 LX1400  HISTORY     - 19920527 MARK NOT FOUND   USPSQD
 LX1400  HISTORY     - 19950920 MARK NOT FOUND   USPSQD
 LX1400
 LX1400                          STATION DESCRIPTION
 LX1400
 LX1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LX1400'1 MI N FROM CAMELOT.
 LX1400'ABOUT 1.0 MI N ALONG THE NEW YORK CENTRAL RR FROM THE STATION
 LX1400'AT CAMELOT, DUTCHESS COUNTY, ABOUT 45 YDS NW OF THE NW CORNER
 LX1400'OF A CABIN, ABOUT 42 YDS W OF THE W END OF A BRIDGE OVER THE
 LX1400'RAILROAD, ABOUT 22 YDS W OF THE CENTER LINE OF A ROAD LEADING
 LX1400'TO RUDCO WHARF, AND IN THE TOP OF A HIGH ROCKY POINT ON A ROCK
 LX1400'LEDGE, 13 FT ABOVE THE WATER.  A STANDARD REFERENCE-MARK DISK,
 LX1400'STAMPED 56 NO. 1 1933.
 LX1400
 LX1400                          STATION RECOVERY (1963)
 LX1400
 LX1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1400'MARK NOT FOUND.
 LX1400
 LX1400                          STATION RECOVERY (1992)
 LX1400
 LX1400'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 LX1400'NO CABIN EXISTS PER DESCRIPTION AND THE WHARF IS GONE ALSO.
 LX1400
 LX1400                          STATION RECOVERY (1995)
 LX1400
 LX1400'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1398 ***********************************************************************
 LX1398  DESIGNATION -  56 RM 2
 LX1398  PID         -  LX1398
 LX1398  STATE/COUNTY-  NY/DUTCHESS
 LX1398  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1398
 LX1398                         *CURRENT SURVEY CONTROL
 LX1398  ___________________________________________________________________
 LX1398* NAD 83(1986)-  41 39 00.     (N)    073 56 39.     (W)     SCALED    
 LX1398* NAVD 88     -         4.782  (meters)      15.69   (feet)  ADJUSTED  
 LX1398  ___________________________________________________________________
 LX1398  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1398  DYNAMIC HT  -           4.780 (meters)      15.68  (feet)  COMP
 LX1398  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 LX1398
 LX1398  VERT ORDER  -  FIRST     CLASS II
 LX1398
 LX1398.The horizontal coordinates were scaled from a topographic map and have
 LX1398.an estimated accuracy of +/- 6 seconds.
 LX1398
 LX1398.The orthometric height was determined by differential leveling
 LX1398.and adjusted by the National Geodetic Survey in June 1991..
 LX1398
 LX1398.The geoid height was determined by GEOID03.
 LX1398
 LX1398.The dynamic height is computed by dividing the NAVD 88
 LX1398.geopotential number by the normal gravity value computed on the
 LX1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1398.degrees latitude (g = 980.6199 gals.).
 LX1398
 LX1398.The modeled gravity was interpolated from observed gravity values.
 LX1398
 LX1398;                    North         East    Units  Estimated Accuracy
 LX1398;SPC NY E     -   312,880.      196,300.      MT  (+/- 180 meters Scaled)
 LX1398
 LX1398                          SUPERSEDED SURVEY CONTROL
 LX1398
 LX1398  NGVD 29 (??/??/92)    5.047  (m)           16.56   (f) ADJ UNCH    1 2
 LX1398
 LX1398.Superseded values are not recommended for survey control.
 LX1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1398.See file dsdata.txt to determine how the superseded data were derived.
 LX1398
 LX1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879114(NAD 83)
 LX1398_MARKER: DR = REFERENCE MARK DISK
 LX1398_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1398_SP_SET: ABUTMENT
 LX1398_STAMPING: NO 56 2 1933
 LX1398_MARK LOGO: CGS   
 LX1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1398
 LX1398  HISTORY     - Date     Condition        Report By
 LX1398  HISTORY     - 1933     MONUMENTED       CGS
 LX1398  HISTORY     - 1955     GOOD             NGS
 LX1398  HISTORY     - 1963     GOOD             NGS
 LX1398  HISTORY     - 19920527 GOOD             USPSQD
 LX1398  HISTORY     - 19950920 GOOD             USPSQD
 LX1398
 LX1398                          STATION DESCRIPTION
 LX1398
 LX1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1398'3.8 MI S FROM POUGHKEEPSIE.
 LX1398'ABOUT 3.85 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1398'FROM THE STATION AT POUGHKEEPSIE, AT RUDCO, 91 FEET
 LX1398'WEST-NORTHWEST OF SOUTHWEST END OF THE NORTHWEST CONCRETE
 LX1398'ABUTMENT OF OVERPASS NO. 188 A OF A ROAD LEADING NORTH OF
 LX1398'RUDCO WHARF, 56 FEET WEST-SOUTHWEST OF CENTER LINE OF ROAD,
 LX1398'32 1/2 FEET SOUTHEAST OF STATION MARK, 11 FEET WEST OF A LONE
 LX1398'8-INCH PINE TREE, 5 FEET NORTHEAST OF POWER LINE POLE GUY
 LX1398'WIRE ANCHOR, AND ABOUT LEVEL WITH STATION MARK.
 LX1398
 LX1398                          STATION RECOVERY (1963)
 LX1398
 LX1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1398'RECOVERED IN GOOD CONDITION.
 LX1398
 LX1398                          STATION RECOVERY (1992)
 LX1398
 LX1398'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 LX1398'GOOD CONDITION.
 LX1398
 LX1398                          STATION RECOVERY (1995)
 LX1398
 LX1398'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1454 ***********************************************************************
 KU1454  DESIGNATION -  561
 KU1454  PID         -  KU1454
 KU1454  STATE/COUNTY-  NY/QUEENS
 KU1454  USGS QUAD   -  LYNBROOK (1969)
 KU1454
 KU1454                         *CURRENT SURVEY CONTROL
 KU1454  ___________________________________________________________________
 KU1454* NAD 83(1986)-  40 39 58.     (N)    073 44 05.     (W)     SCALED    
 KU1454* NAVD 88     -         5.481  (meters)      17.98   (feet)  ADJUSTED  
 KU1454  ___________________________________________________________________
 KU1454  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1454  DYNAMIC HT  -           5.479 (meters)      17.98  (feet)  COMP
 KU1454  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 KU1454
 KU1454  VERT ORDER  -  SECOND    CLASS 0
 KU1454
 KU1454.The horizontal coordinates were scaled from a topographic map and have
 KU1454.an estimated accuracy of +/- 6 seconds.
 KU1454
 KU1454.The orthometric height was determined by differential leveling
 KU1454.and adjusted by the National Geodetic Survey in June 1991..
 KU1454
 KU1454.The geoid height was determined by GEOID03.
 KU1454
 KU1454.The dynamic height is computed by dividing the NAVD 88
 KU1454.geopotential number by the normal gravity value computed on the
 KU1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1454.degrees latitude (g = 980.6199 gals.).
 KU1454
 KU1454.The modeled gravity was interpolated from observed gravity values.
 KU1454
 KU1454;                    North         East    Units  Estimated Accuracy
 KU1454;SPC NY L     -    55,500.      322,430.      MT  (+/- 180 meters Scaled)
 KU1454
 KU1454                          SUPERSEDED SURVEY CONTROL
 KU1454
 KU1454  NGVD 29 (??/??/92)    5.818  (m)           19.09   (f) ADJ UNCH    2 0
 KU1454
 KU1454.Superseded values are not recommended for survey control.
 KU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1454.See file dsdata.txt to determine how the superseded data were derived.
 KU1454
 KU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL069024(NAD 83)
 KU1454_MARKER: Q = CHISELED SQUARE
 KU1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1454_SP_SET: CURB
 KU1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1454
 KU1454  HISTORY     - Date     Condition        Report By
 KU1454  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1454  HISTORY     - 1932     GOOD             NGS
 KU1454  HISTORY     - 1935     GOOD             NGS
 KU1454
 KU1454                          STATION DESCRIPTION
 KU1454
 KU1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1454'AT ROSEDALE.
 KU1454'AT ROSEDALE, QUEENS COUNTY, ON THE LONG ISLAND RAILROAD, 125
 KU1454'FEET EAST OF THE EAST CORNER OF THE STATION (75 FEET SOUTHEAST
 KU1454'OF THE STATION MEASURED ALONG THE TRACK), 310 FEET SOUTHEAST
 KU1454'OF ROSEDALE BOULEVARD (ROSEDALE AVENUE), 50 FEET NORTHEAST OF
 KU1454'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AT THE BOTTOM OF A
 KU1454'WIDE DITCH, ON THE TOP OF THE SOUTH CORNER OF A CURB, UNDER A
 KU1454'CONCRETE MANHOLE COVER, AND 6 INCHES BELOW THE GROUND.  NOTE-- A
 KU1454'JANUARY 1935 RECOVERY NOTE PLACES THIS MARK IN NASSAU COUNTY.
 KU1454
 KU1454                          STATION RECOVERY (1935)
 KU1454
 KU1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1038 ***********************************************************************
 OF1038  DESIGNATION -  561.621
 OF1038  PID         -  OF1038
 OF1038  STATE/COUNTY-  NY/MONROE
 OF1038  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1038
 OF1038                         *CURRENT SURVEY CONTROL
 OF1038  ___________________________________________________________________
 OF1038* NAD 83(1986)-  43 08 57.     (N)    077 39 53.     (W)     SCALED    
 OF1038* NAVD 88     -       170.918  (meters)     560.75   (feet)  ADJUSTED  
 OF1038  ___________________________________________________________________
 OF1038  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1038  DYNAMIC HT  -         170.875 (meters)     560.61  (feet)  COMP
 OF1038  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OF1038
 OF1038  VERT ORDER  -  FIRST     CLASS II
 OF1038
 OF1038.The horizontal coordinates were scaled from a topographic map and have
 OF1038.an estimated accuracy of +/- 6 seconds.
 OF1038
 OF1038.The orthometric height was determined by differential leveling
 OF1038.and adjusted by the National Geodetic Survey in September 1994..
 OF1038
 OF1038.The geoid height was determined by GEOID03.
 OF1038
 OF1038.The dynamic height is computed by dividing the NAVD 88
 OF1038.geopotential number by the normal gravity value computed on the
 OF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1038.degrees latitude (g = 980.6199 gals.).
 OF1038
 OF1038.The modeled gravity was interpolated from observed gravity values.
 OF1038
 OF1038;                    North         East    Units  Estimated Accuracy
 OF1038;SPC NY W     -   350,150.      424,720.      MT  (+/- 180 meters Scaled)
 OF1038
 OF1038                          SUPERSEDED SURVEY CONTROL
 OF1038
 OF1038  NAVD 88 (06/15/91)  170.927  (m)          560.78   (f) UNKNOWN     1 2
 OF1038  NGVD 29 (??/??/92)  171.102  (m)          561.36   (f) ADJ UNCH    1 2
 OF1038
 OF1038.Superseded values are not recommended for survey control.
 OF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1038.See file dsdata.txt to determine how the superseded data were derived.
 OF1038
 OF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN833808(NAD 83)
 OF1038_MARKER: DD = SURVEY DISK
 OF1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1038_SP_SET: BRIDGE ABUTMENT
 OF1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1038
 OF1038  HISTORY     - Date     Condition        Report By
 OF1038  HISTORY     - 1941     MONUMENTED       BORR
 OF1038  HISTORY     - 1961     GOOD             NGS
 OF1038
 OF1038                          STATION DESCRIPTION
 OF1038
 OF1038'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1941
 OF1038'AT ROCHESTER.
 OF1038'AT ROCHESTER, 1.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 OF1038'FROM THE PENNSYLVANIA RAILROAD BRIDGE OVER THE BARGE CANAL, SET IN
 OF1038'THE EAST CORNER OF THE SOUTH ABUTMENT OF BRIDGE NO. 0-48 WHICH IS
 OF1038'OVER THE NEW YORK CENTRAL RAILROAD, 6.4 FEET EAST OF THE EAST RAIL
 OF1038'OF THE TRACK, 0.7 FOOT WEST OF THE EAST END OF THE ABUTMENT, 0.7
 OF1038'FOOT NORTH OF THE SOUTH EDGE, ABOUT 1 FOOT BELOW TRACK LEVEL. A
 OF1038'BUFFALO, ROCHESTER AND PITTSBURG BRONZE DISK. NO STAMPING.
 OF1038
 OF1038                          STATION RECOVERY (1961)
 OF1038
 OF1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 OF1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1286 ***********************************************************************
 NB1286  DESIGNATION -  562.58
 NB1286  PID         -  NB1286
 NB1286  STATE/COUNTY-  NY/LIVINGSTON
 NB1286  USGS QUAD   -  GENESEO (1978)
 NB1286
 NB1286                         *CURRENT SURVEY CONTROL
 NB1286  ___________________________________________________________________
 NB1286* NAD 83(1986)-  42 47 28.     (N)    077 51 53.     (W)     SCALED    
 NB1286* NAVD 88     -       171.143  (meters)     561.49   (feet)  ADJUSTED  
 NB1286  ___________________________________________________________________
 NB1286  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NB1286  DYNAMIC HT  -         171.096 (meters)     561.34  (feet)  COMP
 NB1286  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NB1286
 NB1286  VERT ORDER  -  FIRST     CLASS II
 NB1286
 NB1286.The horizontal coordinates were scaled from a topographic map and have
 NB1286.an estimated accuracy of +/- 6 seconds.
 NB1286
 NB1286.The orthometric height was determined by differential leveling
 NB1286.and adjusted by the National Geodetic Survey in June 1991..
 NB1286
 NB1286.The geoid height was determined by GEOID03.
 NB1286
 NB1286.The dynamic height is computed by dividing the NAVD 88
 NB1286.geopotential number by the normal gravity value computed on the
 NB1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1286.degrees latitude (g = 980.6199 gals.).
 NB1286
 NB1286.The modeled gravity was interpolated from observed gravity values.
 NB1286
 NB1286;                    North         East    Units  Estimated Accuracy
 NB1286;SPC NY W     -   310,220.      408,790.      MT  (+/- 180 meters Scaled)
 NB1286
 NB1286                          SUPERSEDED SURVEY CONTROL
 NB1286
 NB1286  NGVD 29 (??/??/92)  171.311  (m)          562.04   (f) ADJ UNCH    1 2
 NB1286
 NB1286.Superseded values are not recommended for survey control.
 NB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1286.See file dsdata.txt to determine how the superseded data were derived.
 NB1286
 NB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN657415(NAD 83)
 NB1286_MARKER: Q = CHISELED SQUARE
 NB1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1286_SP_SET: CULVERT
 NB1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1286
 NB1286  HISTORY     - Date     Condition        Report By
 NB1286  HISTORY     - UNK      MONUMENTED       PRR
 NB1286  HISTORY     - 1941     GOOD             NGS
 NB1286
 NB1286                          STATION DESCRIPTION
 NB1286
 NB1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1286'2.7 MI S FROM PIFFORD.
 NB1286'2.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 NB1286'PIFFORD, 0.1 MILE NORTHEAST OF MILE-POST NO. 32, CUT IN THE SOUTHEAST
 NB1286'CORNER OF THE NORTHEAST HEADWALL OF A STONE CULVERT UNDER TRACKS,
 NB1286'21.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 8.3 FEET
 NB1286'NORTHEAST OF B.M. V-130 1941 3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 NB1286'FENCE, 1.2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF WALL, 0.6 FOOT
 NB1286'NORTHWEST OF THE SOUTHEAST END OF WALL, ABOUT 7 FEET BELOW TRACK
 NB1286'LEVEL. A PENNSYLANIA RAILROAD CHISELED SQUARE NO. 562.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2443 ***********************************************************************
 OF2443  DESIGNATION -  563 NYGS 1969
 OF2443  PID         -  OF2443
 OF2443  STATE/COUNTY-  NY/MONROE
 OF2443  USGS QUAD   -  CLIFTON (1971)
 OF2443
 OF2443                         *CURRENT SURVEY CONTROL
 OF2443  ___________________________________________________________________
 OF2443* NAD 83(1996)-  43 04 00.90334(N)    077 47 45.22201(W)     ADJUSTED  
 OF2443* NAVD 88     -       168.62   (+/-2cm)     553.2    (feet)  VERTCON   
 OF2443  ___________________________________________________________________
 OF2443  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF2443  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OF2443
 OF2443  HORZ ORDER  -  SECOND
 OF2443  VERT ORDER  -  THIRD ? (See Below)
 OF2443
 OF2443.The horizontal coordinates were established by classical geodetic methods
 OF2443.and adjusted by the National Geodetic Survey in January 1999..
 OF2443
 OF2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2443.The vertical order pertains to the NGVD 29 superseded value.
 OF2443
 OF2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2443
 OF2443.The geoid height was determined by GEOID03.
 OF2443
 OF2443;                    North         East     Units Scale Factor Converg.
 OF2443;SPC NY W     -   340,904.620   414,134.892   MT  0.99998808   +0 32 15.8
 OF2443;SPC NY W     - 1,118,451.24  1,358,707.56   sFT  0.99998808   +0 32 15.8
 OF2443;UTM  18      - 4,772,040.273   272,352.436   MT  1.00023757   -1 54 36.0
 OF2443
 OF2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2443!SPC NY W     -   0.99997906  x   0.99998808  =   0.99996714
 OF2443!UTM  18      -   0.99997906  x   1.00023757  =   1.00021663
 OF2443
 OF2443                          SUPERSEDED SURVEY CONTROL
 OF2443
 OF2443  NAD 83(1986)-  43 04 00.91026(N)    077 47 45.22012(W) AD(       ) 2
 OF2443  NAD 27      -  43 04 00.68779(N)    077 47 46.19590(W) AD(       ) 2
 OF2443  NGVD 29 (07/19/86)  168.79   (m)          553.8    (f) LEVELING    3  
 OF2443
 OF2443.Superseded values are not recommended for survey control.
 OF2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2443.See file dsdata.txt to determine how the superseded data were derived.
 OF2443
 OF2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7235272040(NAD 83)
 OF2443_MARKER: DD = SURVEY DISK
 OF2443_SETTING: 0 = UNSPECIFIED SETTING
 OF2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2443
 OF2443  HISTORY     - Date     Condition        Report By
 OF2443  HISTORY     - 1936     MONUMENTED       NYGS
 OF2443  HISTORY     - 1969     GOOD             CGS
 OF2443
 OF2443                          STATION DESCRIPTION
 OF2443
 OF2443'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2443'IN CHILI, 0.7 MILE NORTH OF MORGAN ROAD, 16 FEET EAST OF CENTER
 OF2443'LINE OF UNION STREET, 53.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 OF2443'WEST HEAD WALL OF CONCRETE CULVERT, 40.5 FEET SOUTH OF SOUTHEAST
 OF2443'CORNER OF EAST HEAD WALL, 16.1 FEET NORTH OF 45-INCH ELM, AND 8.9
 OF2443'FEET WEST OF EAST RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND
 OF2443'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2443'GROUND.
 OF2443
 OF2443                          STATION RECOVERY (1969)
 OF2443
 OF2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2443'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2443'
 OF2443'IN CHILI, ALONG UNION STREET
 OF2443'
 OF2443'0.8 MILE SOUTHEAST OF STATION BOWEN 1969
 OF2443'
 OF2443'0.7 MILE NORTH OF MORGAN ROAD
 OF2443'
 OF2443'0.65 MILE SOUTH OF BOWEN ROAD
 OF2443'
 OF2443'16.6 FEET EAST OF CENTER OF UNION STREET
 OF2443'
 OF2443'2.6 FEET WEST OF WITNESS POST
 OF2443'
 OF2443'3.8 FEET SOUTH OF CONCRETE GUARD POST
 OF2443'
 OF2443'8.0 FEET WEST SOUTHWEST OF 3-INCH ASH TREE
 OF2443'
 OF2443'25.7 FEET FROM POLE 205
 OF2443'
 OF2443'40.6 FEET SOUTH OF SOUTHWEST END OF CULVERT HEADWALL
 OF2443'
 OF2443'STATION IS A USC AND GS AND SS STANDARD DISK IN CONCRETE
 OF2443'FLUSH WITH GROUND AND STAMPED 563, 1936
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2445 ***********************************************************************
 OF2445  DESIGNATION -  564 NYGS 1969
 OF2445  PID         -  OF2445
 OF2445  STATE/COUNTY-  NY/MONROE
 OF2445  USGS QUAD   -  CLIFTON (1971)
 OF2445
 OF2445                         *CURRENT SURVEY CONTROL
 OF2445  ___________________________________________________________________
 OF2445* NAD 83(1996)-  43 04 25.37598(N)    077 47 46.07073(W)     ADJUSTED  
 OF2445* NAVD 88     -       170.28   (+/-2cm)     558.7    (feet)  VERTCON   
 OF2445  ___________________________________________________________________
 OF2445  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OF2445  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OF2445
 OF2445  HORZ ORDER  -  SECOND
 OF2445  VERT ORDER  -  THIRD ? (See Below)
 OF2445
 OF2445.The horizontal coordinates were established by classical geodetic methods
 OF2445.and adjusted by the National Geodetic Survey in January 1999..
 OF2445
 OF2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2445.The vertical order pertains to the NGVD 29 superseded value.
 OF2445
 OF2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2445
 OF2445.The geoid height was determined by GEOID03.
 OF2445
 OF2445;                    North         East     Units Scale Factor Converg.
 OF2445;SPC NY W     -   341,659.611   414,108.604   MT  0.99998804   +0 32 15.5
 OF2445;SPC NY W     - 1,120,928.24  1,358,621.31   sFT  0.99998804   +0 32 15.5
 OF2445;UTM  18      - 4,772,795.886   272,358.419   MT  1.00023753   -1 54 37.5
 OF2445
 OF2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2445!SPC NY W     -   0.99997881  x   0.99998804  =   0.99996685
 OF2445!UTM  18      -   0.99997881  x   1.00023753  =   1.00021633
 OF2445
 OF2445:                Primary Azimuth Mark                     Grid Az
 OF2445:SPC NY W     -  BOWEN                                    301 24 20.6
 OF2445:UTM  18      -  BOWEN                                    303 51 13.6
 OF2445
 OF2445|---------------------------------------------------------------------|
 OF2445| PID    Reference Object                     Distance      Geod. Az  |
 OF2445|                                                           dddmmss.s |
 OF2445| OF2432 BOWEN                               APPROX. 0.6 KM 3015636.1 |
 OF2445|---------------------------------------------------------------------|
 OF2445
 OF2445                          SUPERSEDED SURVEY CONTROL
 OF2445
 OF2445  NAD 83(1986)-  43 04 25.38291(N)    077 47 46.06888(W) AD(       ) 2
 OF2445  NAD 27      -  43 04 25.16060(N)    077 47 47.04435(W) AD(       ) 2
 OF2445  NGVD 29 (07/19/86)  170.45   (m)          559.2    (f) LEVELING    3  
 OF2445
 OF2445.Superseded values are not recommended for survey control.
 OF2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2445.See file dsdata.txt to determine how the superseded data were derived.
 OF2445
 OF2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7235872796(NAD 83)
 OF2445_MARKER: DD = SURVEY DISK
 OF2445_SETTING: 0 = UNSPECIFIED SETTING
 OF2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2445
 OF2445  HISTORY     - Date     Condition        Report By
 OF2445  HISTORY     - 1936     MONUMENTED       NYGS
 OF2445  HISTORY     - 1969     GOOD             CGS
 OF2445
 OF2445                          STATION DESCRIPTION
 OF2445
 OF2445'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2445'IN CHILI, 0.2 MILE SOUTH OF BOWEN ROAD, 25.4 FEET WEST OF CENTER
 OF2445'LINE OF UNION STREET, 117.3 FEET NORTHEAST OF NORTHEAST CORNER OF
 OF2445'THE WILLIAM YOUNG HOUSE, 56.4 FEET WEST OF 30-INCH ELM EAST OF
 OF2445'ROAD, 39.6 FEET SOUTHEAST OF INTERSECTION OF WEST RIGHT-OF-WAY
 OF2445'AND FARM FENCE, AND 27.8 FEET SOUTHEAST OF 10-INCH ELM.  STATION
 OF2445'IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 OF2445'FLUSH WITH GROUND.
 OF2445
 OF2445                          STATION RECOVERY (1969)
 OF2445
 OF2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2445'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2445'
 OF2445'IN CHILI ALONG UNION STREET
 OF2445'
 OF2445'0.2 MILE SOUTH OF BOWEN ROAD IN FRONT OF HOUSE 3959
 OF2445'
 OF2445'25.2 FEET WEST OF CENTER OF PAVEMENT OF UNION ST.
 OF2445'
 OF2445'0.4 MILE SOUTHEAST OF STATION BOWEN 1969
 OF2445'
 OF2445'16.0 FEET SOUTH OF NORTH RANGELINE OF HOUSE 3959
 OF2445'
 OF2445'67.2 FEET NORTHEAST OF SOUTHEAST CORNER OF HOUSE 3959
 OF2445'
 OF2445'67.6 FEET SOUTHEAST OF NORTHEAST CORNER OF HOUSE 3959
 OF2445'
 OF2445'15.2 FEET NORTH OF SOUTH RANGELINE OF HOUSE 3959
 OF2445'
 OF2445'66.4 FEET SOUTH OF SOUTH FACE OF POLE NO. 300 RTC 200
 OF2445'
 OF2445'35.1 FEET SOUTHEAST OF 10-INCH PINE TREE
 OF2445'
 OF2445'21.0 FEET NORTHEAST OF 2-INCH TWIN MAPLE TREE
 OF2445'
 OF2445'78.5 FEET NORTH NORTHEAST OF POLE NO. 199
 OF2445'
 OF2445'STATION IS A USC AND GS AND SS STANDARD DISK IN CONCRETE POST
 OF2445'0.4 FEET ABOVE GROUND STAMPED 564, 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2447 ***********************************************************************
 OF2447  DESIGNATION -  565 NYGS 1969
 OF2447  PID         -  OF2447
 OF2447  STATE/COUNTY-  NY/MONROE
 OF2447  USGS QUAD   -  CLIFTON (1971)
 OF2447
 OF2447                         *CURRENT SURVEY CONTROL
 OF2447  ___________________________________________________________________
 OF2447* NAD 83(1996)-  43 04 49.50391(N)    077 47 45.60146(W)     ADJUSTED  
 OF2447* NAVD 88     -       173.34   (+/-2cm)     568.7    (feet)  VERTCON   
 OF2447  ___________________________________________________________________
 OF2447  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 OF2447  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OF2447
 OF2447  HORZ ORDER  -  SECOND
 OF2447  VERT ORDER  -  THIRD ? (See Below)
 OF2447
 OF2447.The horizontal coordinates were established by classical geodetic methods
 OF2447.and adjusted by the National Geodetic Survey in January 1999..
 OF2447
 OF2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2447.The vertical order pertains to the NGVD 29 superseded value.
 OF2447
 OF2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2447
 OF2447.The geoid height was determined by GEOID03.
 OF2447
 OF2447;                    North         East     Units Scale Factor Converg.
 OF2447;SPC NY W     -   342,404.245   414,112.232   MT  0.99998805   +0 32 16.0
 OF2447;SPC NY W     - 1,123,371.26  1,358,633.21   sFT  0.99998805   +0 32 16.0
 OF2447;UTM  18      - 4,773,539.871   272,393.860   MT  1.00023733   -1 54 38.0
 OF2447
 OF2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2447!SPC NY W     -   0.99997833  x   0.99998805  =   0.99996638
 OF2447!UTM  18      -   0.99997833  x   1.00023733  =   1.00021566
 OF2447
 OF2447                          SUPERSEDED SURVEY CONTROL
 OF2447
 OF2447  NAD 83(1986)-  43 04 49.51083(N)    077 47 45.59964(W) AD(       ) 2
 OF2447  NAD 27      -  43 04 49.28869(N)    077 47 46.57486(W) AD(       ) 2
 OF2447  NGVD 29 (07/19/86)  173.51   (m)          569.3    (f) LEVELING    3  
 OF2447
 OF2447.Superseded values are not recommended for survey control.
 OF2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2447.See file dsdata.txt to determine how the superseded data were derived.
 OF2447
 OF2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7239473540(NAD 83)
 OF2447_MARKER: DD = SURVEY DISK
 OF2447_SETTING: 0 = UNSPECIFIED SETTING
 OF2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2447
 OF2447  HISTORY     - Date     Condition        Report By
 OF2447  HISTORY     - 1936     MONUMENTED       NYGS
 OF2447  HISTORY     - 1969     GOOD             CGS
 OF2447
 OF2447                          STATION DESCRIPTION
 OF2447
 OF2447'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2447'IN CHILI, 0.2 MILE NORTH OF BOWEN ROAD, 20.2 FEET EAST OF CENTER
 OF2447'LINE OF UNION STREET, 117.3 FEET NORTHEAST OF NORTHEAST CORNER
 OF2447'OF THE A.H. HARDY-J.L. STROBER HOUSE WEST OF ROAD, 74 FEET NORTH
 OF2447'OF NORTH RANGE LINE OF HOUSE, 47.6 FEET NORTH OF 15-INCH MAPLE
 OF2447'EAST OF ROAD, 44.8 FEET EAST OF 26-INCH MAPLE WEST OF ROAD,
 OF2447'AND 13.2 FEET WEST OF INTERSECTION OF EAST RIGHT-OF-WAY WITH
 OF2447'FARM FENCES.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2447'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2447
 OF2447                          STATION RECOVERY (1969)
 OF2447
 OF2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2447'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2447'
 OF2447'IN CHILI, ALONG UNION STREET
 OF2447'
 OF2447'0.2 MILE NORTH OF BOWEN STREET
 OF2447'
 OF2447'0.3 MILE NORTHEAST OF STATION BOWEN 1969
 OF2447'
 OF2447'19.5 FEET EAST OF CENTER OF UNION STREET.
 OF2447'
 OF2447'12.0 FEET SOUTH OF CENTER OF POLE NO. RG AND E 184B, RTC 218-1/2
 OF2447'
 OF2447'3.0 FEET WEST OF U.S. MARKER
 OF2447'
 OF2447'72.3 FEET NORTH OF NORTH RANGELINE OF HOUSE 3867
 OF2447'
 OF2447'117.3 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE 3867
 OF2447'
 OF2447'STATION IS A USC AND GS AND SS STANDARD DISK IN CONCRETE FLUSH
 OF2447'WITH GROUND AND STAMPED 565, 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1283 ***********************************************************************
 NB1283  DESIGNATION -  567.16
 NB1283  PID         -  NB1283
 NB1283  STATE/COUNTY-  NY/LIVINGSTON
 NB1283  USGS QUAD   -  GENESEO (1978)
 NB1283
 NB1283                         *CURRENT SURVEY CONTROL
 NB1283  ___________________________________________________________________
 NB1283* NAD 83(1986)-  42 48 34.     (N)    077 51 18.     (W)     SCALED    
 NB1283* NAVD 88     -       172.546  (meters)     566.09   (feet)  ADJUSTED  
 NB1283  ___________________________________________________________________
 NB1283  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NB1283  DYNAMIC HT  -         172.498 (meters)     565.94  (feet)  COMP
 NB1283  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 NB1283
 NB1283  VERT ORDER  -  FIRST     CLASS II
 NB1283
 NB1283.The horizontal coordinates were scaled from a topographic map and have
 NB1283.an estimated accuracy of +/- 6 seconds.
 NB1283
 NB1283.The orthometric height was determined by differential leveling
 NB1283.and adjusted by the National Geodetic Survey in June 1991..
 NB1283
 NB1283.The geoid height was determined by GEOID03.
 NB1283
 NB1283.The dynamic height is computed by dividing the NAVD 88
 NB1283.geopotential number by the normal gravity value computed on the
 NB1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1283.degrees latitude (g = 980.6199 gals.).
 NB1283
 NB1283.The modeled gravity was interpolated from observed gravity values.
 NB1283
 NB1283;                    North         East    Units  Estimated Accuracy
 NB1283;SPC NY W     -   312,260.      409,570.      MT  (+/- 180 meters Scaled)
 NB1283
 NB1283                          SUPERSEDED SURVEY CONTROL
 NB1283
 NB1283  NGVD 29 (??/??/92)  172.712  (m)          566.64   (f) ADJ UNCH    1 2
 NB1283
 NB1283.Superseded values are not recommended for survey control.
 NB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1283.See file dsdata.txt to determine how the superseded data were derived.
 NB1283
 NB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN665436(NAD 83)
 NB1283_MARKER: B = BOLT
 NB1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1283_SP_SET: CULVERT
 NB1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1283
 NB1283  HISTORY     - Date     Condition        Report By
 NB1283  HISTORY     - UNK      MONUMENTED       PRR
 NB1283  HISTORY     - 1941     GOOD             NGS
 NB1283
 NB1283                          STATION DESCRIPTION
 NB1283
 NB1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1283'1.3 MI S FROM PIFFORD.
 NB1283'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 NB1283'PIFFORD, SET IN THE NORTHEAST CORNER OF THE SOUTHEAST WALL OF A STONE
 NB1283'CULVERT UNDER THE TRACKS, 0.5 MILE SOUTHWEST OF MILE-POST NO. 30, 17
 NB1283'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 1.1 FEET SOUTHWEST
 NB1283'OF THE NORTHEAST EDGE OF WALL AND 1 FOOT SOUTHWEST OF THE NORTHEAST
 NB1283'END OF WALL, ABOUT 4 FEET BELOW TRACK LEVEL. A PENNSYLVANIA RAILROAD
 NB1283'COPPER BOLT NO. 567.16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1289 ***********************************************************************
 NB1289  DESIGNATION -  567.34
 NB1289  PID         -  NB1289
 NB1289  STATE/COUNTY-  NY/LIVINGSTON
 NB1289  USGS QUAD   -  GENESEO (1978)
 NB1289
 NB1289                         *CURRENT SURVEY CONTROL
 NB1289  ___________________________________________________________________
 NB1289* NAD 83(1986)-  42 46 28.     (N)    077 52 16.     (W)     SCALED    
 NB1289* NAVD 88     -       172.641  (meters)     566.41   (feet)  ADJUSTED  
 NB1289  ___________________________________________________________________
 NB1289  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NB1289  DYNAMIC HT  -         172.594 (meters)     566.25  (feet)  COMP
 NB1289  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 NB1289
 NB1289  VERT ORDER  -  FIRST     CLASS II
 NB1289
 NB1289.The horizontal coordinates were scaled from a topographic map and have
 NB1289.an estimated accuracy of +/- 6 seconds.
 NB1289
 NB1289.The orthometric height was determined by differential leveling
 NB1289.and adjusted by the National Geodetic Survey in June 1991..
 NB1289
 NB1289.The geoid height was determined by GEOID03.
 NB1289
 NB1289.The dynamic height is computed by dividing the NAVD 88
 NB1289.geopotential number by the normal gravity value computed on the
 NB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1289.degrees latitude (g = 980.6199 gals.).
 NB1289
 NB1289.The modeled gravity was interpolated from observed gravity values.
 NB1289
 NB1289;                    North         East    Units  Estimated Accuracy
 NB1289;SPC NY W     -   308,360.      408,280.      MT  (+/- 180 meters Scaled)
 NB1289
 NB1289                          SUPERSEDED SURVEY CONTROL
 NB1289
 NB1289  NGVD 29 (??/??/92)  172.808  (m)          566.95   (f) ADJ UNCH    1 2
 NB1289
 NB1289.Superseded values are not recommended for survey control.
 NB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1289.See file dsdata.txt to determine how the superseded data were derived.
 NB1289
 NB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN651397(NAD 83)
 NB1289_MARKER: B = BOLT
 NB1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1289_SP_SET: BRIDGE
 NB1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1289
 NB1289  HISTORY     - Date     Condition        Report By
 NB1289  HISTORY     - UNK      MONUMENTED       PRR
 NB1289  HISTORY     - 1941     GOOD             NGS
 NB1289
 NB1289                          STATION DESCRIPTION
 NB1289
 NB1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1289'3.7 MI N FROM MOUNT MORRIS.
 NB1289'3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 NB1289'MOUNT MORRIS, 0.1 MILE SOUTH OF MILE-POST NO. 33, SET IN THE WEST
 NB1289'CORNER OF THE NORTH BRIDGE SEAT OF BRIDGE NO. 33.14, 11.6 FEET WEST
 NB1289'OF THE WEST RAIL OF THE TRACK, 1 FOOT EAST OF THE NORTH END OF THE
 NB1289'SEAT, 1.6 FEET NORTH OF THE SOUTH EDGE OF SEAT, ABOUT 3 FEET BELOW
 NB1289'TRACK LEVEL. A PENNSYLVANIA RAILROAD COPPER BOLT NO. 567.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0773 ***********************************************************************
 PG0773  DESIGNATION -  569.6 USGS
 PG0773  PID         -  PG0773
 PG0773  STATE/COUNTY-  NY/ESSEX
 PG0773  USGS QUAD   -  
 PG0773
 PG0773                         *CURRENT SURVEY CONTROL
 PG0773  ___________________________________________________________________
 PG0773* NAD 83(1986)-  44 29 45.     (N)    073 27 26.     (W)     SCALED    
 PG0773* NAVD 88     -       173.445  (meters)     569.04   (feet)  ADJUSTED  
 PG0773  ___________________________________________________________________
 PG0773  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PG0773  DYNAMIC HT  -         173.429 (meters)     568.99  (feet)  COMP
 PG0773  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 PG0773
 PG0773  VERT ORDER  -  FIRST     CLASS I
 PG0773
 PG0773.The horizontal coordinates were scaled from a topographic map and have
 PG0773.an estimated accuracy of +/- 6 seconds.
 PG0773
 PG0773.The orthometric height was determined by differential leveling
 PG0773.and adjusted by the National Geodetic Survey in June 1991..
 PG0773
 PG0773.The geoid height was determined by GEOID03.
 PG0773
 PG0773.The dynamic height is computed by dividing the NAVD 88
 PG0773.geopotential number by the normal gravity value computed on the
 PG0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0773.degrees latitude (g = 980.6199 gals.).
 PG0773
 PG0773.The modeled gravity was interpolated from observed gravity values.
 PG0773
 PG0773;                    North         East    Units  Estimated Accuracy
 PG0773;SPC NY E     -   629,380.      232,930.      MT  (+/- 180 meters Scaled)
 PG0773
 PG0773                          SUPERSEDED SURVEY CONTROL
 PG0773
 PG0773  NGVD 29 (??/??/??)  173.580  (m)          569.49   (f) ADJUSTED    1 1
 PG0773
 PG0773.Superseded values are not recommended for survey control.
 PG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0773.See file dsdata.txt to determine how the superseded data were derived.
 PG0773
 PG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ226281(NAD 83)
 PG0773_MARKER: Q = CHISELED SQUARE
 PG0773_SETTING: 66 = SET IN ROCK OUTCROP
 PG0773_SP_SET: ROCK OUTCROP
 PG0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0773+STABILITY: POSITION/ELEVATION WELL
 PG0773
 PG0773  HISTORY     - Date     Condition        Report By
 PG0773  HISTORY     - UNK      MONUMENTED       USGS
 PG0773  HISTORY     - 1973     GOOD             NGS
 PG0773
 PG0773                          STATION DESCRIPTION
 PG0773
 PG0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0773'2.2 MI NW FROM PORT DOUGLASS.
 PG0773'ABOUT 2.2 MILES NORTHWEST ALONG A PAVED ROAD FROM ITS OVERPASS OVER
 PG0773'THE DELAWARE AND HUDSON RAILWAY AT PORT DOUGLASS, 0.1 MILE SOUTHEAST
 PG0773'OF JUNCTION WITH A PAVED ROAD LEADING WEST, 0.25 MILE NORTHWEST OF
 PG0773'ENTRANCE TO PORT DOUGLASS TERMINAL, 117 FEET SOUTHWEST OF CENTER LINE
 PG0773'OF THE HIGHWAY, 126 FEET WEST OF POWER POLE E 4-37, 91 FEET SOUTHWEST
 PG0773'OF A FENCE, SET IN THE TOP OF THE SOUTHEAST END OF A 20 BY 42 FOOT
 PG0773'LOAF SHAPED GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 PG0773'GROUND AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1335 ***********************************************************************
 NB1335  DESIGNATION -  571
 NB1335  PID         -  NB1335
 NB1335  STATE/COUNTY-  NY/MONROE
 NB1335  USGS QUAD   -  RUSH (1976)
 NB1335
 NB1335                         *CURRENT SURVEY CONTROL
 NB1335  ___________________________________________________________________
 NB1335* NAD 83(1986)-  42 58 38.     (N)    077 41 53.     (W)     SCALED    
 NB1335* NAVD 88     -       173.625  (meters)     569.63   (feet)  ADJUSTED  
 NB1335  ___________________________________________________________________
 NB1335  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NB1335  DYNAMIC HT  -         173.578 (meters)     569.48  (feet)  COMP
 NB1335  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 NB1335
 NB1335  VERT ORDER  -  SECOND    CLASS 0
 NB1335
 NB1335.The horizontal coordinates were scaled from a topographic map and have
 NB1335.an estimated accuracy of +/- 6 seconds.
 NB1335
 NB1335.The orthometric height was determined by differential leveling
 NB1335.and adjusted by the National Geodetic Survey in June 1991..
 NB1335
 NB1335.The geoid height was determined by GEOID03.
 NB1335
 NB1335.The dynamic height is computed by dividing the NAVD 88
 NB1335.geopotential number by the normal gravity value computed on the
 NB1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1335.degrees latitude (g = 980.6199 gals.).
 NB1335
 NB1335.The modeled gravity was interpolated from observed gravity values.
 NB1335
 NB1335;                    North         East    Units  Estimated Accuracy
 NB1335;SPC NY W     -   331,020.      422,210.      MT  (+/- 180 meters Scaled)
 NB1335
 NB1335                          SUPERSEDED SURVEY CONTROL
 NB1335
 NB1335  NGVD 29 (??/??/92)  173.788  (m)          570.17   (f) ADJ UNCH    2 0
 NB1335
 NB1335.Superseded values are not recommended for survey control.
 NB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1335.See file dsdata.txt to determine how the superseded data were derived.
 NB1335
 NB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN799618(NAD 83)
 NB1335_MARKER: DB = BENCH MARK DISK
 NB1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1335_SP_SET: WALL
 NB1335_STAMPING: 571 ROCHESTER 1901
 NB1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1335
 NB1335  HISTORY     - Date     Condition        Report By
 NB1335  HISTORY     - 1901     MONUMENTED       USGS
 NB1335  HISTORY     - 1942     GOOD             NGS
 NB1335  HISTORY     - 1989     GOOD             USPSQD
 NB1335  HISTORY     - 19910602 GOOD             USPSQD
 NB1335
 NB1335                          STATION DESCRIPTION
 NB1335
 NB1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1335'AT WEST RUSH.
 NB1335'AT WEST RUSH, MONROE COUNTY, ABOUT 67 YARDS SOUTHEAST OF THE FORMER
 NB1335'NEW YORK CENTRAL RAILROAD STATION, AT AN OLD HOTEL, IN THE NORTHWEST
 NB1335'CORNER OF THE STONE FOUNDATION WALL, 36 FEET EAST OF THE CENTERLINE
 NB1335'OF THE EAST RIVER ROAD, AND ABOUT 2 FEET HIGHER THAN THE GROUND. A
 NB1335'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 571 ROCHESTER
 NB1335'1901 AND SET VERTICALLY.
 NB1335
 NB1335                          STATION RECOVERY (1989)
 NB1335
 NB1335'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1335'RECOVERED IN GOOD CONDITION.
 NB1335
 NB1335                          STATION RECOVERY (1991)
 NB1335
 NB1335'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0014 ***********************************************************************
 NC0014  DESIGNATION -  57.30
 NC0014  PID         -  NC0014
 NC0014  STATE/COUNTY-  NY/WYOMING
 NC0014  USGS QUAD   -  WARSAW (1976)
 NC0014
 NC0014                         *CURRENT SURVEY CONTROL
 NC0014  ___________________________________________________________________
 NC0014* NAD 83(1986)-  42 37 45.     (N)    078 10 19.     (W)     SCALED    
 NC0014* NAVD 88     -       507.56   (+/-2cm)    1665.2    (feet)  VERTCON   
 NC0014  ___________________________________________________________________
 NC0014  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NC0014
 NC0014  VERT ORDER  -  THIRD (See Below)
 NC0014
 NC0014.The horizontal coordinates were scaled from a topographic map and have
 NC0014.an estimated accuracy of +/- 6 seconds.
 NC0014
 NC0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0014.The vertical order pertains to the NGVD 29 superseded value.
 NC0014
 NC0014.The geoid height was determined by GEOID03.
 NC0014
 NC0014;                    North         East    Units  Estimated Accuracy
 NC0014;SPC NY W     -   292,060.      383,740.      MT  (+/- 180 meters Scaled)
 NC0014
 NC0014                          SUPERSEDED SURVEY CONTROL
 NC0014
 NC0014  NGVD 29 (??/??/??)  507.69   (m)         1665.6    (f) RESET       3  
 NC0014
 NC0014.Superseded values are not recommended for survey control.
 NC0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0014.See file dsdata.txt to determine how the superseded data were derived.
 NC0014
 NC0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH318235(NAD 83)
 NC0014_MARKER: Z = SEE DESCRIPTION
 NC0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0014+STABILITY: SURFACE MOTION
 NC0014
 NC0014  HISTORY     - Date     Condition        Report By
 NC0014  HISTORY     - UNK      MONUMENTED       BORR
 NC0014  HISTORY     - 1929     GOOD             NGS
 NC0014
 NC0014                          STATION DESCRIPTION
 NC0014
 NC0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0014'7.0 MI S FROM SILVER LAKE JUNCTION.
 NC0014'BENCH MARK POST IN CUT AT FIRST CURVE SOUTH OF M.P. 57 ON RIGHT SIDE
 NC0014'OF TRACK AND 31 FEET FROM CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0668 ***********************************************************************
 MZ0668  DESIGNATION -  5.740
 MZ0668  PID         -  MZ0668
 MZ0668  STATE/COUNTY-  NY/COLUMBIA
 MZ0668  USGS QUAD   -  RAVENA (1980)
 MZ0668
 MZ0668                         *CURRENT SURVEY CONTROL
 MZ0668  ___________________________________________________________________
 MZ0668* NAD 83(1986)-  42 24 45.     (N)    073 46 32.     (W)     SCALED    
 MZ0668* NAVD 88     -         2.526  (meters)       8.29   (feet)  ADJUSTED  
 MZ0668  ___________________________________________________________________
 MZ0668  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ0668  DYNAMIC HT  -           2.526 (meters)       8.29  (feet)  COMP
 MZ0668  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 MZ0668
 MZ0668  VERT ORDER  -  FIRST     CLASS II
 MZ0668
 MZ0668.The horizontal coordinates were scaled from a topographic map and have
 MZ0668.an estimated accuracy of +/- 6 seconds.
 MZ0668
 MZ0668.The orthometric height was determined by differential leveling
 MZ0668.and adjusted by the National Geodetic Survey in June 1991..
 MZ0668.WARNING-Repeat measurements at this control monument indicate possible
 MZ0668.vertical movement.
 MZ0668
 MZ0668.The geoid height was determined by GEOID03.
 MZ0668
 MZ0668.The dynamic height is computed by dividing the NAVD 88
 MZ0668.geopotential number by the normal gravity value computed on the
 MZ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0668.degrees latitude (g = 980.6199 gals.).
 MZ0668
 MZ0668.The modeled gravity was interpolated from observed gravity values.
 MZ0668
 MZ0668;                    North         East    Units  Estimated Accuracy
 MZ0668;SPC NY E     -   397,670.      209,630.      MT  (+/- 180 meters Scaled)
 MZ0668
 MZ0668                          SUPERSEDED SURVEY CONTROL
 MZ0668
 MZ0668  NGVD 29 (??/??/92)    2.765  (m)            9.07   (f) ADJ UNCH    1 2
 MZ0668
 MZ0668.Superseded values are not recommended for survey control.
 MZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0668.See file dsdata.txt to determine how the superseded data were derived.
 MZ0668
 MZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM007963(NAD 83)
 MZ0668_MARKER: Q = CHISELED SQUARE
 MZ0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0668_SP_SET: MILEPOST
 MZ0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0668
 MZ0668  HISTORY     - Date     Condition        Report By
 MZ0668  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0668  HISTORY     - 1955     GOOD             NGS
 MZ0668
 MZ0668                          STATION DESCRIPTION
 MZ0668
 MZ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0668'1.65 MI N FROM STUYVESANT.
 MZ0668'ABOUT 1.65 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0668'STATION AT STUYVESANT, A 1-INCH OUTLINED SQUARE ON THE TOP OF WEST
 MZ0668'SIDE OF BASE OF MILE POST NY 126, 9 FEET EAST OF EAST RAIL OF EAST
 MZ0668'TRACK, 166 FEET SOUTH OF EAST END OF SOUTH ABUTMENT OF A 32-FOOT
 MZ0668'RAILROAD BRIDGE, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS AND ABOUT 1/2
 MZ0668'FOOT BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0642 ***********************************************************************
 MZ0642  DESIGNATION -  5.789
 MZ0642  PID         -  MZ0642
 MZ0642  STATE/COUNTY-  NY/COLUMBIA
 MZ0642  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0642
 MZ0642                         *CURRENT SURVEY CONTROL
 MZ0642  ___________________________________________________________________
 MZ0642* NAD 83(1986)-  42 18 00.     (N)    073 46 11.     (W)     SCALED    
 MZ0642* NAVD 88     -         2.783  (meters)       9.13   (feet)  ADJUSTED  
 MZ0642  ___________________________________________________________________
 MZ0642  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ0642  DYNAMIC HT  -           2.782 (meters)       9.13  (feet)  COMP
 MZ0642  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 MZ0642
 MZ0642  VERT ORDER  -  FIRST     CLASS II
 MZ0642
 MZ0642.The horizontal coordinates were scaled from a topographic map and have
 MZ0642.an estimated accuracy of +/- 6 seconds.
 MZ0642
 MZ0642.The orthometric height was determined by differential leveling
 MZ0642.and adjusted by the National Geodetic Survey in June 1991..
 MZ0642.WARNING-Repeat measurements at this control monument indicate possible
 MZ0642.vertical movement.
 MZ0642
 MZ0642.The geoid height was determined by GEOID03.
 MZ0642
 MZ0642.The dynamic height is computed by dividing the NAVD 88
 MZ0642.geopotential number by the normal gravity value computed on the
 MZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0642.degrees latitude (g = 980.6199 gals.).
 MZ0642
 MZ0642.The modeled gravity was interpolated from observed gravity values.
 MZ0642
 MZ0642;                    North         East    Units  Estimated Accuracy
 MZ0642;SPC NY E     -   385,180.      210,210.      MT  (+/- 180 meters Scaled)
 MZ0642
 MZ0642                          SUPERSEDED SURVEY CONTROL
 MZ0642
 MZ0642  NGVD 29 (??/??/92)    3.025  (m)            9.92   (f) ADJ UNCH    1 2
 MZ0642
 MZ0642.Superseded values are not recommended for survey control.
 MZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0642.See file dsdata.txt to determine how the superseded data were derived.
 MZ0642
 MZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM014838(NAD 83)
 MZ0642_MARKER: Q = CHISELED SQUARE
 MZ0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0642_SP_SET: MILEPOST
 MZ0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0642
 MZ0642  HISTORY     - Date     Condition        Report By
 MZ0642  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0642  HISTORY     - 1955     GOOD             NGS
 MZ0642
 MZ0642                          STATION DESCRIPTION
 MZ0642
 MZ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0642'0.7 MI S FROM STOCKPORT.
 MZ0642'ABOUT 0.7 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0642'STATION AT STOCKPORT, A 1-INCH OUTLINED SQUARE ON THE TOP OF BASE ON
 MZ0642'WEST SIDE OF MILE POST NY 118, 11 1/2 FEET EAST OF EAST RAIL OF EAST
 MZ0642'TRACK, 1/2 FOOT BELOW LEVEL OF TRACK AND 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2032 ***********************************************************************
 NB2032  DESIGNATION -  580 2 NYGS 1969
 NB2032  PID         -  NB2032
 NB2032  STATE/COUNTY-  NY/MONROE
 NB2032  USGS QUAD   -  CALEDONIA (1976)
 NB2032
 NB2032                         *CURRENT SURVEY CONTROL
 NB2032  ___________________________________________________________________
 NB2032* NAD 83(1996)-  42 59 53.97153(N)    077 47 30.09428(W)     ADJUSTED  
 NB2032* NAVD 88     -       207.57   (+/-2cm)     681.0    (feet)  VERTCON   
 NB2032  ___________________________________________________________________
 NB2032  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 NB2032  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NB2032
 NB2032  HORZ ORDER  -  SECOND
 NB2032  VERT ORDER  -  THIRD ? (See Below)
 NB2032
 NB2032.The horizontal coordinates were established by classical geodetic methods
 NB2032.and adjusted by the National Geodetic Survey in January 1999..
 NB2032
 NB2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2032.The vertical order pertains to the NGVD 29 superseded value.
 NB2032
 NB2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2032
 NB2032.The geoid height was determined by GEOID03.
 NB2032
 NB2032;                    North         East     Units Scale Factor Converg.
 NB2032;SPC NY W     -   333,288.131   414,548.996   MT  0.99998874   +0 32 23.6
 NB2032;SPC NY W     - 1,093,462.81  1,360,066.16   sFT  0.99998874   +0 32 23.6
 NB2032;UTM  18      - 4,764,411.151   272,441.110   MT  1.00023708   -1 54 16.9
 NB2032
 NB2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2032!SPC NY W     -   0.99997291  x   0.99998874  =   0.99996165
 NB2032!UTM  18      -   0.99997291  x   1.00023708  =   1.00020999
 NB2032
 NB2032|---------------------------------------------------------------------|
 NB2032| PID    Reference Object                     Distance      Geod. Az  |
 NB2032|                                                           dddmmss.s |
 NB2032| NB2053 WITTMAN AZ MK                        12.298 METERS 06835     |
 NB2032| NB2031 WITTMAN                             APPROX. 0.6 KM 0953213.0 |
 NB2032| NB2033 580 3 NYGS 1969                     377.659 METERS 17836     |
 NB2032|---------------------------------------------------------------------|
 NB2032
 NB2032                          SUPERSEDED SURVEY CONTROL
 NB2032
 NB2032  NAD 83(1986)-  42 59 53.97853(N)    077 47 30.09192(W) AD(       ) 2
 NB2032  NAD 27      -  42 59 53.75464(N)    077 47 31.07011(W) AD(       ) 2
 NB2032  NGVD 29 (07/19/86)  207.74   (m)          681.6    (f) LEVELING    3  
 NB2032
 NB2032.Superseded values are not recommended for survey control.
 NB2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2032.See file dsdata.txt to determine how the superseded data were derived.
 NB2032
 NB2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7244164411(NAD 83)
 NB2032_MARKER: DD = SURVEY DISK
 NB2032_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2032
 NB2032  HISTORY     - Date     Condition        Report By
 NB2032  HISTORY     - 1940     MONUMENTED       NYGS
 NB2032  HISTORY     - 1969     GOOD             CGS
 NB2032  HISTORY     - 1973     GOOD             NY-055
 NB2032  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 NB2032
 NB2032                          STATION DESCRIPTION
 NB2032
 NB2032'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 NB2032'IN WHEATLAND, 0.55 MILE SOUTH OF BURRILL ROAD, 17.3 FEET WEST OF
 NB2032'CENTER LINE OF UNION STREET, 195 FEET NORTH OF NORTH RANGE LINE
 NB2032'OF THE J. HARMON HOUSE, 53.4 FEET NORTHWEST OF 14-INCH MAPLE,
 NB2032'43 FEET SOUTHWEST OF 24-INCH MAPLE, 40.3 FEET WEST OF EAST
 NB2032'RIGHT-OF-WAY FENCE, 25.4 FEET SOUTH OF 12-INCH MAPLE, 8.9 FEET
 NB2032'NORTH OF 14-INCH MAPLE, 8 FEET EAST OF WEST RIGHT-OF-WAY FENCE,
 NB2032'AND 3.9 FEET EAST OF U.S. REFERENCE MARK.  STATION IS A U.S.C.
 NB2032'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 NB2032'GROUND.
 NB2032
 NB2032                          STATION RECOVERY (1969)
 NB2032
 NB2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB2032'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 NB2032'
 NB2032'IN WHEATLAND ALONG UNION STREET.
 NB2032'
 NB2032'0.55 MILE SOUTH OF BURRILL ROAD.
 NB2032'
 NB2032'0.35 MILE WEST OF STATION WITTMAN 1969.
 NB2032'
 NB2032'17.2 FEET WEST OF CENTER OF UNION STREET PAVEMENT.
 NB2032'
 NB2032'195 FEET NORTH OF NORTH RANGE LINE OF HOUSE 10119
 NB2032'
 NB2032'98 FEET NORTH OF A ROW OF 12 IN PINES.
 NB2032'
 NB2032'8.1 FEET NORTH OF 20 IN MAPLE TREE.
 NB2032'
 NB2032'25.6 FEET SOUTH OF 20 IN MAPLE TREE.
 NB2032'
 NB2032'42.9 FEET SOUTHWEST OF 20 IN MAPLE TREE ON EAST SIDE OF STREET.
 NB2032'
 NB2032'40 FEET WEST SOUTHWEST OF WITNESS POST FOR WITTMAN AZIMUTH
 NB2032'MONUMENT.
 NB2032'
 NB2032'39.1 FEET WEST OF UTILITY POLE.
 NB2032'
 NB2032'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 NB2032'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 NB2032
 NB2032                          STATION RECOVERY (1973)
 NB2032
 NB2032'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2032'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2032
 NB2032                          STATION RECOVERY (1996)
 NB2032
 NB2032'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2033 ***********************************************************************
 NB2033  DESIGNATION -  580 3 NYGS 1969
 NB2033  PID         -  NB2033
 NB2033  STATE/COUNTY-  NY/MONROE
 NB2033  USGS QUAD   -  CALEDONIA (1976)
 NB2033
 NB2033                         *CURRENT SURVEY CONTROL
 NB2033  ___________________________________________________________________
 NB2033* NAD 83(1996)-  42 59 41.73697(N)    077 47 29.68891(W)     ADJUSTED  
 NB2033* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 NB2033  ___________________________________________________________________
 NB2033  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 NB2033  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NB2033
 NB2033  HORZ ORDER  -  SECOND
 NB2033
 NB2033.The horizontal coordinates were established by classical geodetic methods
 NB2033.and adjusted by the National Geodetic Survey in January 1999..
 NB2033
 NB2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2033
 NB2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2033
 NB2033.The geoid height was determined by GEOID03.
 NB2033
 NB2033;                    North         East     Units Scale Factor Converg.
 NB2033;SPC NY W     -   332,910.691   414,561.736   MT  0.99998876   +0 32 23.8
 NB2033;SPC NY W     - 1,092,224.49  1,360,107.96   sFT  0.99998876   +0 32 23.8
 NB2033;UTM  18      - 4,764,033.418   272,437.738   MT  1.00023710   -1 54 16.2
 NB2033
 NB2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2033!SPC NY W     -   0.99997513  x   0.99998876  =   0.99996389
 NB2033!UTM  18      -   0.99997513  x   1.00023710  =   1.00021222
 NB2033
 NB2033:                Primary Azimuth Mark                     Grid Az
 NB2033:SPC NY W     -  WITTMAN                                  059 17 23.2
 NB2033:UTM  18      -  WITTMAN                                  061 44 03.2
 NB2033
 NB2033|---------------------------------------------------------------------|
 NB2033| PID    Reference Object                     Distance      Geod. Az  |
 NB2033|                                                           dddmmss.s |
 NB2033| NB2031 WITTMAN                             APPROX. 0.6 KM 0594947.0 |
 NB2033| NB2052 580 4                               APPROX. 0.5 KM 1961240.2 |
 NB2033| NB2032 580 2 NYGS 1969                     377.659 METERS 35836     |
 NB2033|---------------------------------------------------------------------|
 NB2033
 NB2033                          SUPERSEDED SURVEY CONTROL
 NB2033
 NB2033  NAD 83(1986)-  42 59 41.74398(N)    077 47 29.68652(W) AD(       ) 2
 NB2033  NAD 27      -  42 59 41.52016(N)    077 47 30.66474(W) AD(       ) 2
 NB2033  NGVD 29 (07/19/86)  193.6    (m)          635.     (f) VERT ANG       
 NB2033
 NB2033.Superseded values are not recommended for survey control.
 NB2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2033.See file dsdata.txt to determine how the superseded data were derived.
 NB2033
 NB2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7243864033(NAD 83)
 NB2033_MARKER: DD = SURVEY DISK
 NB2033_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2033_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2033
 NB2033  HISTORY     - Date     Condition        Report By
 NB2033  HISTORY     - 1940     MONUMENTED       NYGS
 NB2033  HISTORY     - 1969     GOOD             CGS
 NB2033  HISTORY     - 1973     GOOD             NY-055
 NB2033  HISTORY     - 1973     GOOD             NY-055
 NB2033  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 NB2033
 NB2033                          STATION DESCRIPTION
 NB2033
 NB2033'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 NB2033'IN WHEATLAND, 0.3 MILE NORTH OF SOUTH ROAD, 16.4 FEET EAST OF
 NB2033'CENTER LINE OF UNION STREET IN DITCH, 458 FEET SOUTH OF SOUTH
 NB2033'RANGE LINE OF THE C.G. HARMON HOUSE, 63 FEET NORTHEAST OF 12-INCH
 NB2033'MAPLE, 44.3 FEET EAST OF WEST RIGHT-OF-WAY FENCE, 39 FEET EAST OF
 NB2033'12-INCH MAPLE, 30.7 FEET NORTH OF NORTH GATEPOST IN EAST
 NB2033'RIGHT-OF-WAY FENCE, 27.8 FEET NORTH OF 14-INCH MAPLE, 9.7 FEET
 NB2033'WEST OF EAST RIGHT-OF-WAY FENCE, AND 4.6 FEET WEST OF U.S.
 NB2033'REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 NB2033'STANDARD DISK IN CONCRETE AND 0.2 FOOT ABOVE GROUND.
 NB2033
 NB2033                          STATION RECOVERY (1969)
 NB2033
 NB2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 NB2033'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 NB2033'
 NB2033'IN WHEATLAND ALONG UNION STREET, 0.3 MILE NORTH OF SOUTH ROAD.
 NB2033'
 NB2033'0.4 MILE SOUTHWEST FROM STATION WITTMAN 1969.
 NB2033'
 NB2033'16.2 FEET EAST OF CENTERLINE OF PAVEMENT
 NB2033'
 NB2033'4.5 FEET WEST OF U.S. REFERENCE MARKER.
 NB2033'
 NB2033'458.0 FEET SOUTH OF SOUTH RANGE LINE OF HOUSE 10163.
 NB2033'
 NB2033'45.7 FEET EAST NORTHEAST OF 7 IN MAPLE TREE.
 NB2033'
 NB2033'80.2 FEET NORTHEAST OF 5 IN MAPLE TREE.
 NB2033'
 NB2033'52.8 FEET NORTH NORTHWEST OF UTILITY POLE.
 NB2033'
 NB2033'STATION IS A P.K. NAIL IN EXISTING CONCRETE COLUMN FLUSH WITH
 NB2033'GROUND.
 NB2033
 NB2033                          STATION RECOVERY (1973)
 NB2033
 NB2033'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 NB2033'A NEW DESCRIPTION FOLLOWS--
 NB2033'
 NB2033'IN WHEATLAND ON THE E. SIDE OF UNION STREET (RT. 170) 0.3 MILES
 NB2033'N. OF SOUTH ROAD
 NB2033'
 NB2033'458 FT S. OF THE S. R.L. OF HOUSE NO. 10163
 NB2033'
 NB2033'16.2 FT E. OF C.L. UNION STREET
 NB2033'
 NB2033'52.8 FT N. OF UTILITY POLE
 NB2033'
 NB2033'4.5 FT W. OF A M.C. WITNESS SIGN
 NB2033'
 NB2033'MONUMENT IS A MASONRY NAIL IN THE TOP OF A STANDARD CONCRETE
 NB2033'POST, THE TOP OF WHICH HAVING BEEN SHEARED OFF AND THE STANDARD
 NB2033'DISK LOST.
 NB2033
 NB2033                          STATION RECOVERY (1973)
 NB2033
 NB2033'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2033'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2033
 NB2033                          STATION RECOVERY (1996)
 NB2033
 NB2033'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2052 ***********************************************************************
 NB2052  DESIGNATION -  580 4
 NB2052  PID         -  NB2052
 NB2052  STATE/COUNTY-  NY/MONROE
 NB2052  USGS QUAD   -  CALEDONIA (1976)
 NB2052
 NB2052                         *CURRENT SURVEY CONTROL
 NB2052  ___________________________________________________________________
 NB2052* NAD 83(1996)-  42 59 25.01816(N)    077 47 36.31027(W)     ADJUSTED  
 NB2052* NAVD 88     -       187.60   (+/-2cm)     615.5    (feet)  VERTCON   
 NB2052  ___________________________________________________________________
 NB2052  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 NB2052  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NB2052
 NB2052  HORZ ORDER  -  SECOND
 NB2052  VERT ORDER  -  THIRD ? (See Below)
 NB2052
 NB2052.The horizontal coordinates were established by classical geodetic methods
 NB2052.and adjusted by the National Geodetic Survey in January 1999..
 NB2052
 NB2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2052.The vertical order pertains to the NGVD 29 superseded value.
 NB2052
 NB2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2052
 NB2052.The geoid height was determined by GEOID03.
 NB2052
 NB2052;                    North         East     Units Scale Factor Converg.
 NB2052;SPC NY W     -   332,393.381   414,416.607   MT  0.99998853   +0 32 19.1
 NB2052;SPC NY W     - 1,090,527.28  1,359,631.82   sFT  0.99998853   +0 32 19.1
 NB2052;UTM  18      - 4,763,522.641   272,270.637   MT  1.00023804   -1 54 20.1
 NB2052
 NB2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2052!SPC NY W     -   0.99997604  x   0.99998853  =   0.99996457
 NB2052!UTM  18      -   0.99997604  x   1.00023804  =   1.00021407
 NB2052
 NB2052:                Primary Azimuth Mark                     Grid Az
 NB2052:SPC NY W     -  PK 2                                     089 37 26.6
 NB2052:UTM  18      -  PK 2                                     092 04 05.8
 NB2052
 NB2052|---------------------------------------------------------------------|
 NB2052| PID    Reference Object                     Distance      Geod. Az  |
 NB2052|                                                           dddmmss.s |
 NB2052| NB2066 PK 2                                414.633 METERS 0900945.7 |
 NB2052| NB2067 PK 1                                413.655 METERS 0900915.4 |
 NB2052|---------------------------------------------------------------------|
 NB2052
 NB2052                          SUPERSEDED SURVEY CONTROL
 NB2052
 NB2052  NAD 83(1986)-  42 59 25.02518(N)    077 47 36.30785(W) AD(       ) 2
 NB2052  NAD 27      -  42 59 24.80122(N)    077 47 37.28599(W) AD(       ) 2
 NB2052  NGVD 29 (07/19/86)  187.77   (m)          616.0    (f) LEVELING    3  
 NB2052
 NB2052.Superseded values are not recommended for survey control.
 NB2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2052.See file dsdata.txt to determine how the superseded data were derived.
 NB2052
 NB2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7227163523(NAD 83)
 NB2052_MARKER: DD = SURVEY DISK
 NB2052_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NB2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2052
 NB2052  HISTORY     - Date     Condition        Report By
 NB2052  HISTORY     - 1940     MONUMENTED       NYGS
 NB2052  HISTORY     - 1973     GOOD             NY-055
 NB2052  HISTORY     - 1977     GOOD             NY-055
 NB2052  HISTORY     - 19960506 MARK NOT FOUND   USPSQD
 NB2052
 NB2052                          STATION DESCRIPTION
 NB2052
 NB2052'DESCRIBED BY NEW YORK GEODETIC SURVEY 1940 (LRH)
 NB2052'IN WHEATLAND, 21.5 FEET SOUTH OF CENTER LINE OF SOUTH ROAD,
 NB2052'447 FEET WEST OF UNION STREET, 302.1 FEET EAST OF INTERSECTION
 NB2052'OF SOUTH RIGHT-OF-WAY AND FARM FENCES, 95.9 FEET WEST OF 4-INCH
 NB2052'WALNUT TREE, 91.8 FEET EAST OF 4-INCH ELM, 44.2 FEET SOUTH OF
 NB2052'NORTH RIGHT-OF-WAY FENCE, 5 FEET EAST OF U.S. REFERENCE MARK,
 NB2052'AND 3 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE.  STATION IS A
 NB2052'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND
 NB2052'0.1 FOOT ABOVE GROUND.
 NB2052
 NB2052                          STATION RECOVERY (1973)
 NB2052
 NB2052'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2052'A NEW DESCRIPTION FOLLOWS--
 NB2052'
 NB2052'IN WHEATLAND ON THE S. SIDE OF SOUTH ROAD
 NB2052'
 NB2052'475 FT W. OF UNION STREET (RT. 170)
 NB2052'
 NB2052'22 FT S. OF C.L. SOUTH ROAD
 NB2052'
 NB2052'104.2 FT E. OF EASTERLYMOST OF FOUR TRAFFIC GUARD POSTS.
 NB2052'
 NB2052'85.9 E. OF A UTILITY POLE
 NB2052'
 NB2052'2.0 FT N.W. OF AN 8 IN ASH
 NB2052'
 NB2052'3.0 FT N. OF A ROW FENCE
 NB2052'
 NB2052'0.6 FT N. OF A M.C. WITNESS SIGN.
 NB2052'
 NB2052'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 NB2052'DISK IN CONCRETE 0.1 FT BELOW GROUND.
 NB2052
 NB2052                          STATION RECOVERY (1977)
 NB2052
 NB2052'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2052'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2052
 NB2052                          STATION RECOVERY (1996)
 NB2052
 NB2052'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0223 ***********************************************************************
 LY0223  DESIGNATION -  581.2
 LY0223  PID         -  LY0223
 LY0223  STATE/COUNTY-  NY/ULSTER
 LY0223  USGS QUAD   -  KINGSTON WEST (1980)
 LY0223
 LY0223                         *CURRENT SURVEY CONTROL
 LY0223  ___________________________________________________________________
 LY0223* NAD 83(1986)-  41 59 35.     (N)    074 05 20.     (W)     SCALED    
 LY0223* NAVD 88     -       176.951  (meters)     580.55   (feet)  ADJUSTED  
 LY0223  ___________________________________________________________________
 LY0223  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LY0223  DYNAMIC HT  -         176.887 (meters)     580.34  (feet)  COMP
 LY0223  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 LY0223
 LY0223  VERT ORDER  -  SECOND    CLASS 0
 LY0223
 LY0223.The horizontal coordinates were scaled from a topographic map and have
 LY0223.an estimated accuracy of +/- 6 seconds.
 LY0223
 LY0223.The orthometric height was determined by differential leveling
 LY0223.and adjusted by the National Geodetic Survey in June 1991..
 LY0223
 LY0223.The geoid height was determined by GEOID03.
 LY0223
 LY0223.The dynamic height is computed by dividing the NAVD 88
 LY0223.geopotential number by the normal gravity value computed on the
 LY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0223.degrees latitude (g = 980.6199 gals.).
 LY0223
 LY0223.The modeled gravity was interpolated from observed gravity values.
 LY0223
 LY0223;                    North         East    Units  Estimated Accuracy
 LY0223;SPC NY E     -   350,910.      184,060.      MT  (+/- 180 meters Scaled)
 LY0223
 LY0223                          SUPERSEDED SURVEY CONTROL
 LY0223
 LY0223  NGVD 29 (??/??/92)  177.189  (m)          581.33   (f) ADJ UNCH    2 0
 LY0223
 LY0223.Superseded values are not recommended for survey control.
 LY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0223.See file dsdata.txt to determine how the superseded data were derived.
 LY0223
 LY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM754494(NAD 83)
 LY0223_MARKER: Q = CHISELED SQUARE
 LY0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0223_SP_SET: BRIDGE
 LY0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0223
 LY0223  HISTORY     - Date     Condition        Report By
 LY0223  HISTORY     - UNK      MONUMENTED       USGS
 LY0223  HISTORY     - 1934     GOOD             NGS
 LY0223  HISTORY     - 1984     GOOD             USPSQD
 LY0223  HISTORY     - 20050916 MARK NOT FOUND   NYDT
 LY0223
 LY0223                          STATION DESCRIPTION
 LY0223
 LY0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0223'7.2 MI W FROM KINGSTON.
 LY0223'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0223'RAILWAY, 22 RAILS EAST OF WEST HURLEY, 1 1/2 RAILS WEST OF MP
 LY0223'NO. K 10, 3 YARDS NORTH RAIL, ON NORTH END OF EAST BRIDGE SEAT
 LY0223'OF RAILWAY BRIDGE NO, 15 OVER NEW YORK STATE HIGHWAY NO. 28.
 LY0223
 LY0223                          STATION RECOVERY (1984)
 LY0223
 LY0223'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0223'DESCRIPTION GOOD EXCEPT BRIDGE IS OVER NEW YORK CITY OR SPILLWAY ROAD
 LY0223'BETWEEN NEW ROUTE 28 AND ROUTE 28 A, SOUTH OF NEW ROUTE 28 AND OF
 LY0223'COURSE THE FORMER PAINTED LETTERS NO LONGER EXIST.
 LY0223
 LY0223                          STATION RECOVERY (2005)
 LY0223
 LY0223'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 LY0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1248 ***********************************************************************
 PH1248  DESIGNATION -  583
 PH1248  PID         -  PH1248
 PH1248  STATE/COUNTY-  NY/JEFFERSON
 PH1248  USGS QUAD   -  BLACK RIVER (1982)
 PH1248
 PH1248                         *CURRENT SURVEY CONTROL
 PH1248  ___________________________________________________________________
 PH1248* NAD 83(1986)-  44 01 27.     (N)    075 45 48.     (W)     SCALED    
 PH1248* NAVD 88     -       177.469  (meters)     582.25   (feet)  ADJUSTED  
 PH1248  ___________________________________________________________________
 PH1248  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 PH1248  DYNAMIC HT  -         177.438 (meters)     582.14  (feet)  COMP
 PH1248  MODELED GRAV-     980,442.9   (mgal)                       NAVD 88
 PH1248
 PH1248  VERT ORDER  -  FIRST     CLASS II
 PH1248
 PH1248.The horizontal coordinates were scaled from a topographic map and have
 PH1248.an estimated accuracy of +/- 6 seconds.
 PH1248
 PH1248.The orthometric height was determined by differential leveling
 PH1248.and adjusted by the National Geodetic Survey in June 1991..
 PH1248
 PH1248.The geoid height was determined by GEOID03.
 PH1248
 PH1248.The dynamic height is computed by dividing the NAVD 88
 PH1248.geopotential number by the normal gravity value computed on the
 PH1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1248.degrees latitude (g = 980.6199 gals.).
 PH1248
 PH1248.The modeled gravity was interpolated from observed gravity values.
 PH1248
 PH1248;                    North         East    Units  Estimated Accuracy
 PH1248;SPC NY C     -   447,280.      315,740.      MT  (+/- 180 meters Scaled)
 PH1248
 PH1248                          SUPERSEDED SURVEY CONTROL
 PH1248
 PH1248  NGVD 29 (??/??/92)  177.587  (m)          582.63   (f) ADJ UNCH    1 2
 PH1248
 PH1248.Superseded values are not recommended for survey control.
 PH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1248.See file dsdata.txt to determine how the superseded data were derived.
 PH1248
 PH1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP388748(NAD 83)
 PH1248_MARKER: DD = SURVEY DISK
 PH1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1248_SP_SET: BRIDGE
 PH1248_STAMPING: 583 CAPE VINCENT
 PH1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1248
 PH1248  HISTORY     - Date     Condition        Report By
 PH1248  HISTORY     - UNK      MONUMENTED       USGS
 PH1248  HISTORY     - 1942     GOOD             NGS
 PH1248  HISTORY     - 1969     GOOD             LDA
 PH1248
 PH1248                          STATION DESCRIPTION
 PH1248
 PH1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1248'IN FELTS MILLS.
 PH1248'BENCH MARK IS AT THE BRIDGE OVER THE NORTH CHANNEL OF BLACK RIVER. IT
 PH1248'IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH ROCK
 PH1248'MASONRY ABUTMENT OF BRIDGE.  A U. S. G. S. DISK SET IN DRILL HOLE.
 PH1248
 PH1248                          STATION RECOVERY (1969)
 PH1248
 PH1248'RECOVERY NOTE BY L DICKERSON ASSOC 1969
 PH1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2451 ***********************************************************************
 OF2451  DESIGNATION -  586 2 MCGS 1969
 OF2451  PID         -  OF2451
 OF2451  STATE/COUNTY-  NY/MONROE
 OF2451  USGS QUAD   -  CLIFTON (1971)
 OF2451
 OF2451                         *CURRENT SURVEY CONTROL
 OF2451  ___________________________________________________________________
 OF2451* NAD 83(1996)-  43 02 36.39512(N)    077 47 57.38528(W)     ADJUSTED  
 OF2451* NAVD 88     -       195.4    (meters)     641.     (feet)  VERTCON   
 OF2451  ___________________________________________________________________
 OF2451  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OF2451  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OF2451
 OF2451  HORZ ORDER  -  SECOND
 OF2451
 OF2451.The horizontal coordinates were established by classical geodetic methods
 OF2451.and adjusted by the National Geodetic Survey in January 1999..
 OF2451
 OF2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2451
 OF2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2451
 OF2451.The geoid height was determined by GEOID03.
 OF2451
 OF2451;                    North         East     Units Scale Factor Converg.
 OF2451;SPC NY W     -   338,294.317   413,884.069   MT  0.99998769   +0 32 06.6
 OF2451;SPC NY W     - 1,109,887.27  1,357,884.65   sFT  0.99998769   +0 32 06.6
 OF2451;UTM  18      - 4,769,442.409   271,990.295   MT  1.00023960   -1 54 41.3
 OF2451
 OF2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2451!SPC NY W     -   0.99997484  x   0.99998769  =   0.99996253
 OF2451!UTM  18      -   0.99997484  x   1.00023960  =   1.00021444
 OF2451
 OF2451:                Primary Azimuth Mark                     Grid Az
 OF2451:SPC NY W     -  SACKETT                                  255 06 58.6
 OF2451:UTM  18      -  SACKETT                                  257 33 46.5
 OF2451
 OF2451|---------------------------------------------------------------------|
 OF2451| PID    Reference Object                     Distance      Geod. Az  |
 OF2451|                                                           dddmmss.s |
 OF2451| OF2452 SACKETT                             APPROX. 2.3 KM 2553905.2 |
 OF2451|---------------------------------------------------------------------|
 OF2451
 OF2451                          SUPERSEDED SURVEY CONTROL
 OF2451
 OF2451  NAD 83(1986)-  43 02 36.40209(N)    077 47 57.38317(W) AD(       ) 2
 OF2451  NAD 27      -  43 02 36.17893(N)    077 47 58.35911(W) AD(       ) 2
 OF2451  NGVD 29 (07/19/86)  195.6    (m)          642.     (f) VERT ANG       
 OF2451
 OF2451.Superseded values are not recommended for survey control.
 OF2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2451.See file dsdata.txt to determine how the superseded data were derived.
 OF2451
 OF2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7199069442(NAD 83)
 OF2451_MARKER: DD = SURVEY DISK
 OF2451_SETTING: 0 = UNSPECIFIED SETTING
 OF2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2451
 OF2451  HISTORY     - Date     Condition        Report By
 OF2451  HISTORY     - 1969     MONUMENTED       NY-055
 OF2451  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 OF2451
 OF2451                          STATION DESCRIPTION
 OF2451
 OF2451'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2451'IN CHILI, ALONG WICKENS ROAD.
 OF2451'
 OF2451'0.15 MILE WEST OF UNION STREET.
 OF2451'
 OF2451'7540 FEET EAST, NORTHEAST OF STATION SACKETT, 1969.
 OF2451'
 OF2451'14.4 FEET SOUTH OF CENTER LINE OF PAVEMENT OF WICKENS ROAD.
 OF2451'
 OF2451'53.3 FEET SOUTHWEST OF 18-INCH MAPLE TREE.
 OF2451'
 OF2451'21.5 FEET WEST OF 18-IN MAPLE ON SOUTH SIDE OF ROAD.
 OF2451'
 OF2451'50.0 FEET WEST OF CENTER OF DIRT DRIVEWAY TO GOLF COURSE.
 OF2451'
 OF2451'120.0 FEET EAST OF 24 IN MAPLE TREE.
 OF2451'
 OF2451'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2451'STAMPED 586-2 IN THE TOP OF A CONCRETE POST COVERED 0.8 FEET.
 OF2451
 OF2451                          STATION RECOVERY (1996)
 OF2451
 OF2451'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2436 ***********************************************************************
 OF2436  DESIGNATION -  586 3 MCGS 1969
 OF2436  PID         -  OF2436
 OF2436  STATE/COUNTY-  NY/MONROE
 OF2436  USGS QUAD   -  CLIFTON (1971)
 OF2436
 OF2436                         *CURRENT SURVEY CONTROL
 OF2436  ___________________________________________________________________
 OF2436* NAD 83(1996)-  43 02 11.02623(N)    077 48 45.71293(W)     ADJUSTED  
 OF2436* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 OF2436  ___________________________________________________________________
 OF2436  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 OF2436  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OF2436
 OF2436  HORZ ORDER  -  SECOND
 OF2436
 OF2436.The horizontal coordinates were established by classical geodetic methods
 OF2436.and adjusted by the National Geodetic Survey in January 1999..
 OF2436
 OF2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2436
 OF2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2436
 OF2436.The geoid height was determined by GEOID03.
 OF2436
 OF2436;                    North         East     Units Scale Factor Converg.
 OF2436;SPC NY W     -   337,501.365   412,797.454   MT  0.99998600   +0 31 33.4
 OF2436;SPC NY W     - 1,107,285.73  1,354,319.65   sFT  0.99998600   +0 31 33.4
 OF2436;UTM  18      - 4,768,696.373   270,870.535   MT  1.00024590   -1 55 13.4
 OF2436
 OF2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2436!SPC NY W     -   0.99997526  x   0.99998600  =   0.99996126
 OF2436!UTM  18      -   0.99997526  x   1.00024590  =   1.00022115
 OF2436
 OF2436:                Primary Azimuth Mark                     Grid Az
 OF2436:SPC NY W     -  586 2 MCGS 1969                          053 52 48.4
 OF2436:UTM  18      -  586 2 MCGS 1969                          056 19 35.2
 OF2436
 OF2436|---------------------------------------------------------------------|
 OF2436| PID    Reference Object                     Distance      Geod. Az  |
 OF2436|                                                           dddmmss.s |
 OF2436| OF2451 586 2 MCGS 1969                     APPROX. 1.3 KM 0542421.8 |
 OF2436|---------------------------------------------------------------------|
 OF2436
 OF2436                          SUPERSEDED SURVEY CONTROL
 OF2436
 OF2436  NAD 83(1986)-  43 02 11.03316(N)    077 48 45.71079(W) AD(       ) 2
 OF2436  NAD 27      -  43 02 10.81009(N)    077 48 46.68536(W) AD(       ) 2
 OF2436  NGVD 29 (07/19/86)  192.9    (m)          633.     (f) VERT ANG       
 OF2436
 OF2436.Superseded values are not recommended for survey control.
 OF2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2436.See file dsdata.txt to determine how the superseded data were derived.
 OF2436
 OF2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7087168696(NAD 83)
 OF2436_MARKER: DD = SURVEY DISK
 OF2436_SETTING: 0 = UNSPECIFIED SETTING
 OF2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2436
 OF2436  HISTORY     - Date     Condition        Report By
 OF2436  HISTORY     - 1969     MONUMENTED       NY-055
 OF2436  HISTORY     - 19960413 GOOD             USPSQD
 OF2436
 OF2436                          STATION DESCRIPTION
 OF2436
 OF2436'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2436'IN CHILI, IN NORTH ABUTMENT OF WHEATLAND CENTER OVERPASS OVER
 OF2436'NEW YORK THRUWAY.
 OF2436'
 OF2436'3700 FEET EAST BY SOUTHEAST OF STATION SACKETT, 1969.
 OF2436'
 OF2436'0.7 FEET EAST OF CURB AT EAST END OF NORTH ABUTMENT.
 OF2436'
 OF2436'2.5 FEET SOUTHWEST OF CONCRETE HAND RAIL POST.
 OF2436'
 OF2436'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD DISK
 OF2436'STAMPED 586-3 FLUSH WITH CONCRETE WALK.
 OF2436
 OF2436                          STATION RECOVERY (1996)
 OF2436
 OF2436'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1190 ***********************************************************************
 OE1190  DESIGNATION -  588
 OE1190  PID         -  OE1190
 OE1190  STATE/COUNTY-  NY/OSWEGO
 OE1190  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1190
 OE1190                         *CURRENT SURVEY CONTROL
 OE1190  ___________________________________________________________________
 OE1190* NAD 83(1986)-  43 23 09.     (N)    075 59 06.     (W)     SCALED    
 OE1190* NAVD 88     -       179.039  (meters)     587.40   (feet)  ADJUSTED  
 OE1190  ___________________________________________________________________
 OE1190  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OE1190  DYNAMIC HT  -         178.998 (meters)     587.26  (feet)  COMP
 OE1190  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 OE1190
 OE1190  VERT ORDER  -  SECOND    CLASS 0
 OE1190
 OE1190.The horizontal coordinates were scaled from a topographic map and have
 OE1190.an estimated accuracy of +/- 6 seconds.
 OE1190
 OE1190.The orthometric height was determined by differential leveling
 OE1190.and adjusted by the National Geodetic Survey in June 1991..
 OE1190
 OE1190.The geoid height was determined by GEOID03.
 OE1190
 OE1190.The dynamic height is computed by dividing the NAVD 88
 OE1190.geopotential number by the normal gravity value computed on the
 OE1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1190.degrees latitude (g = 980.6199 gals.).
 OE1190
 OE1190.The modeled gravity was interpolated from observed gravity values.
 OE1190
 OE1190;                    North         East    Units  Estimated Accuracy
 OE1190;SPC NY C     -   376,210.      298,480.      MT  (+/- 180 meters Scaled)
 OE1190
 OE1190                          SUPERSEDED SURVEY CONTROL
 OE1190
 OE1190  NGVD 29 (??/??/92)  179.201  (m)          587.93   (f) ADJ UNCH    2 0
 OE1190
 OE1190.Superseded values are not recommended for survey control.
 OE1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1190.See file dsdata.txt to determine how the superseded data were derived.
 OE1190
 OE1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP202041(NAD 83)
 OE1190_MARKER: DD = SURVEY DISK
 OE1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1190_SP_SET: STONE
 OE1190_STAMPING: 588 ALBANY 1903
 OE1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1190+STABILITY: SURFACE MOTION
 OE1190
 OE1190  HISTORY     - Date     Condition        Report By
 OE1190  HISTORY     - 1903     MONUMENTED       USGS
 OE1190  HISTORY     - 1970     GOOD             NGS
 OE1190  HISTORY     - 19980728 GOOD             USPSQD
 OE1190
 OE1190                          STATION DESCRIPTION
 OE1190
 OE1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OE1190'IN WEST AMBOY.
 OE1190'150 YARDS NORTH ALONG COUNTY ROUTE NO. 26 FROM JUNCTION WITH STATE
 OE1190'HIGHWAY 69 IN WEST AMBOY, AT THE UNION CHURCH, 42 FEET WEST OF CENTER
 OE1190'LINE OF ROAD, 14 INCHES WEST OF NORTHEAST CORNER OF CHURCH FOUNDATION,
 OE1190'CEMENTED IN A DRILL HOLE, WITH FACE OF DISK VERTICAL, IN NORTH STONE
 OE1190'FOUNDATION OF CHURCH BUILDING, AND ABOUT 2 INCHES ABOVE GROUND.
 OE1190
 OE1190                          STATION RECOVERY (1998)
 OE1190
 OE1190'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1036 ***********************************************************************
 KU1036  DESIGNATION -  589 BOM
 KU1036  PID         -  KU1036
 KU1036  STATE/COUNTY-  NY/NEW YORK
 KU1036  USGS QUAD   -  CENTRAL PARK (1979)
 KU1036
 KU1036                         *CURRENT SURVEY CONTROL
 KU1036  ___________________________________________________________________
 KU1036* NAD 83(1986)-  40 48 49.     (N)    073 57 34.     (W)     SCALED    
 KU1036* NAVD 88     -        19.331  (meters)      63.42   (feet)  ADJUSTED  
 KU1036  ___________________________________________________________________
 KU1036  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU1036  DYNAMIC HT  -          19.324 (meters)      63.40  (feet)  COMP
 KU1036  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 KU1036
 KU1036  VERT ORDER  -  FIRST     CLASS II
 KU1036
 KU1036.The horizontal coordinates were scaled from a topographic map and have
 KU1036.an estimated accuracy of +/- 6 seconds.
 KU1036
 KU1036.The orthometric height was determined by differential leveling
 KU1036.and adjusted by the National Geodetic Survey in June 1991..
 KU1036
 KU1036.The geoid height was determined by GEOID03.
 KU1036
 KU1036.The dynamic height is computed by dividing the NAVD 88
 KU1036.geopotential number by the normal gravity value computed on the
 KU1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1036.degrees latitude (g = 980.6199 gals.).
 KU1036
 KU1036.The modeled gravity was interpolated from observed gravity values.
 KU1036
 KU1036;                    North         East    Units  Estimated Accuracy
 KU1036;SPC NY E     -   219,990.      195,600.      MT  (+/- 180 meters Scaled)
 KU1036
 KU1036                          SUPERSEDED SURVEY CONTROL
 KU1036
 KU1036  NGVD 29 (??/??/92)   19.66   (m)           64.5    (f) COMPUTED    1 2
 KU1036
 KU1036.Superseded values are not recommended for survey control.
 KU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1036.See file dsdata.txt to determine how the superseded data were derived.
 KU1036
 KU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL877185(NAD 83)
 KU1036_MARKER: Q = CHISELED SQUARE
 KU1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1036_SP_SET: ABUTMENT
 KU1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1036+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 KU1036
 KU1036  HISTORY     - Date     Condition        Report By
 KU1036  HISTORY     - UNK      MONUMENTED       NY4170
 KU1036  HISTORY     - 1952     GOOD             NGS
 KU1036  HISTORY     - 20051101 GOOD             GEOCAC
 KU1036
 KU1036                          STATION DESCRIPTION
 KU1036
 KU1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1036'AT NEW YORK.
 KU1036'AT NEW YORK, AT INTERSECTION OF BROADWAY AND LA SALLE STREET, 9
 KU1036'FEET SOUTHWEST OF SOUTHWEST CURB OF LA SALLE STREET, 29 1/2 FEET
 KU1036'NORTHWEST OF SOUTHEAST CURB OF BROADWAY, AN OUTLINED SQUARE ON
 KU1036'TOP OF EAST CORNER OF GRANITE BASE OF ABUTMENT OF SUBWAY OVERPASS
 KU1036'OVER LA SALLE STREET, AND ABOUT 0.1 FOOT ABOVE LEVEL OF WALK.
 KU1036
 KU1036                          STATION RECOVERY (2005)
 KU1036
 KU1036'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1780 ***********************************************************************
 KU1780  DESIGNATION -  59 USN
 KU1780  PID         -  KU1780
 KU1780  STATE/COUNTY-  NY/KINGS
 KU1780  USGS QUAD   -  BROOKLYN (1979)
 KU1780
 KU1780                         *CURRENT SURVEY CONTROL
 KU1780  ___________________________________________________________________
 KU1780* NAD 83(1986)-  40 42 05.     (N)    073 58 29.     (W)     SCALED    
 KU1780* NAVD 88     -         2.672  (meters)       8.77   (feet)  ADJUSTED  
 KU1780  ___________________________________________________________________
 KU1780  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1780  DYNAMIC HT  -           2.671 (meters)       8.76  (feet)  COMP
 KU1780  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 KU1780
 KU1780  VERT ORDER  -  FIRST     CLASS II
 KU1780
 KU1780.The horizontal coordinates were scaled from a topographic map and have
 KU1780.an estimated accuracy of +/- 6 seconds.
 KU1780
 KU1780.The orthometric height was determined by differential leveling
 KU1780.and adjusted by the National Geodetic Survey in June 1991..
 KU1780
 KU1780.The geoid height was determined by GEOID03.
 KU1780
 KU1780.The dynamic height is computed by dividing the NAVD 88
 KU1780.geopotential number by the normal gravity value computed on the
 KU1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1780.degrees latitude (g = 980.6199 gals.).
 KU1780
 KU1780.The modeled gravity was interpolated from observed gravity values.
 KU1780
 KU1780;                    North         East    Units  Estimated Accuracy
 KU1780;SPC NY L     -    59,380.      302,140.      MT  (+/- 180 meters Scaled)
 KU1780
 KU1780                          SUPERSEDED SURVEY CONTROL
 KU1780
 KU1780  NGVD 29 (??/??/92)    3.009  (m)            9.87   (f) ADJ UNCH    1 2
 KU1780
 KU1780.Superseded values are not recommended for survey control.
 KU1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1780.See file dsdata.txt to determine how the superseded data were derived.
 KU1780
 KU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL866061(NAD 83)
 KU1780_MARKER: Q = CHISELED SQUARE
 KU1780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1780_SP_SET: PIER
 KU1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1780
 KU1780  HISTORY     - Date     Condition        Report By
 KU1780  HISTORY     - UNK      MONUMENTED       DOD
 KU1780  HISTORY     - 1952     GOOD             NGS
 KU1780
 KU1780                          STATION DESCRIPTION
 KU1780
 KU1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1780'AT NEW YORK.
 KU1780'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD, ON
 KU1780'SHIPWAYS STREET BETWEEN WAYS 1 AND 2, AN OUTLINED SQUARE
 KU1780'OUTLINED WITH CENTER PUNCH ON TOP OF THE NORTHEAST CORNER OF
 KU1780'STEEL PLATE BASE OF STEEL COLUMN OF WEST PIER OF MOST SOUTHERLY
 KU1780'CRANE COLUMN, 15 FEET SOUTH OF SOUTH RAIL OF TRACK FOLLOWING
 KU1780'SHIPWAY STREET, 3.8 FEET WEST OF WEST RAIL OF TRACK RUNNING
 KU1780'BETWEEN WAYS 1 AND 2 AND ABOUT LEVEL WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0755 ***********************************************************************
 OE0755  DESIGNATION -  593
 OE0755  PID         -  OE0755
 OE0755  STATE/COUNTY-  NY/ONEIDA
 OE0755  USGS QUAD   -  NORTH WESTERN (1980)
 OE0755
 OE0755                         *CURRENT SURVEY CONTROL
 OE0755  ___________________________________________________________________
 OE0755* NAD 83(1986)-  43 19 27.     (N)    075 21 31.     (W)     SCALED    
 OE0755* NAVD 88     -       181.322  (meters)     594.89   (feet)  ADJUSTED  
 OE0755  ___________________________________________________________________
 OE0755  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 OE0755  DYNAMIC HT  -         181.277 (meters)     594.74  (feet)  COMP
 OE0755  MODELED GRAV-     980,370.6   (mgal)                       NAVD 88
 OE0755
 OE0755  VERT ORDER  -  SECOND    CLASS 0
 OE0755
 OE0755.The horizontal coordinates were scaled from a topographic map and have
 OE0755.an estimated accuracy of +/- 6 seconds.
 OE0755
 OE0755.The orthometric height was determined by differential leveling
 OE0755.and adjusted by the National Geodetic Survey in June 1991..
 OE0755
 OE0755.The geoid height was determined by GEOID03.
 OE0755
 OE0755.The dynamic height is computed by dividing the NAVD 88
 OE0755.geopotential number by the normal gravity value computed on the
 OE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0755.degrees latitude (g = 980.6199 gals.).
 OE0755
 OE0755.The modeled gravity was interpolated from observed gravity values.
 OE0755
 OE0755;                    North         East    Units  Estimated Accuracy
 OE0755;SPC NY C     -   369,910.      349,330.      MT  (+/- 180 meters Scaled)
 OE0755
 OE0755                          SUPERSEDED SURVEY CONTROL
 OE0755
 OE0755  NGVD 29 (??/??/92)  181.444  (m)          595.29   (f) ADJ UNCH    2 0
 OE0755
 OE0755.Superseded values are not recommended for survey control.
 OE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0755.See file dsdata.txt to determine how the superseded data were derived.
 OE0755
 OE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN709968(NAD 83)
 OE0755_MARKER: DB = BENCH MARK DISK
 OE0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0755_SP_SET: BRIDGE
 OE0755_STAMPING: 593 ALBANY 1901
 OE0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0755
 OE0755  HISTORY     - Date     Condition        Report By
 OE0755  HISTORY     - 1901     MONUMENTED       USGS
 OE0755  HISTORY     - 1976     GOOD             NGS
 OE0755
 OE0755                          STATION DESCRIPTION
 OE0755
 OE0755'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 OE0755'1.8 MI NE FROM WESTERNVILLE.
 OE0755'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE SCHOOL AT
 OE0755'WESTERNVILLE, ONEIDA COUNTY, 175 FEET SOUTH OF THE CENTER OF THE
 OE0755'JUNCTION OF STATE HIGHWAY 46A, AT A STEEL BRIDGE OVER WELLS CREEK, IN
 OE0755'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 16.8 FEET WEST OF THE
 OE0755'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A UNITED
 OE0755'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 593 ALBANY 1901.
 OE0755
 OE0755                          STATION RECOVERY (1976)
 OE0755
 OE0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2393 ***********************************************************************
 OF2393  DESIGNATION -  594 MCGS 1969
 OF2393  PID         -  OF2393
 OF2393  STATE/COUNTY-  NY/MONROE
 OF2393  USGS QUAD   -  SPENCERPORT (1978)
 OF2393
 OF2393                         *CURRENT SURVEY CONTROL
 OF2393  ___________________________________________________________________
 OF2393* NAD 83(1996)-  43 07 42.28988(N)    077 51 07.62032(W)     ADJUSTED  
 OF2393* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 OF2393  ___________________________________________________________________
 OF2393  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 OF2393  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF2393
 OF2393  HORZ ORDER  -  SECOND
 OF2393
 OF2393.The horizontal coordinates were established by classical geodetic methods
 OF2393.and adjusted by the National Geodetic Survey in January 1999..
 OF2393
 OF2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2393
 OF2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2393
 OF2393.The geoid height was determined by GEOID03.
 OF2393
 OF2393;                    North         East     Units Scale Factor Converg.
 OF2393;SPC NY W     -   347,694.694   409,496.180   MT  0.99998103   +0 29 59.6
 OF2393;SPC NY W     - 1,140,728.34  1,343,488.72   sFT  0.99998103   +0 29 59.6
 OF2393;UTM  18      - 4,779,024.222   268,006.967   MT  1.00026213   -1 57 02.4
 OF2393
 OF2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2393!SPC NY W     -   0.99997595  x   0.99998103  =   0.99995698
 OF2393!UTM  18      -   0.99997595  x   1.00026213  =   1.00023807
 OF2393
 OF2393:                Primary Azimuth Mark                     Grid Az
 OF2393:SPC NY W     -  DYER                                     000 34 41.7
 OF2393:UTM  18      -  DYER                                     003 01 43.7
 OF2393
 OF2393|---------------------------------------------------------------------|
 OF2393| PID    Reference Object                     Distance      Geod. Az  |
 OF2393|                                                           dddmmss.s |
 OF2393| OF2391 DYER                                APPROX. 1.4 KM 0010441.3 |
 OF2393|---------------------------------------------------------------------|
 OF2393
 OF2393                          SUPERSEDED SURVEY CONTROL
 OF2393
 OF2393  NAD 83(1986)-  43 07 42.29667(N)    077 51 07.61874(W) AD(       ) 2
 OF2393  NAD 27      -  43 07 42.07649(N)    077 51 08.58538(W) AD(       ) 2
 OF2393  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 OF2393
 OF2393.Superseded values are not recommended for survey control.
 OF2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2393.See file dsdata.txt to determine how the superseded data were derived.
 OF2393
 OF2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6800779024(NAD 83)
 OF2393_MARKER: DD = SURVEY DISK
 OF2393_SETTING: 0 = UNSPECIFIED SETTING
 OF2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2393
 OF2393  HISTORY     - Date     Condition        Report By
 OF2393  HISTORY     - 1969     MONUMENTED       NY-055
 OF2393
 OF2393                          STATION DESCRIPTION
 OF2393
 OF2393'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2393'IN RIGA ALONG WEST SIDE DRIVE
 OF2393'
 OF2393'0.5 MILE EAST OF WASHINGTON STREET
 OF2393'
 OF2393'0.85 MILE SOUTH OF STATION DYER 1969
 OF2393'
 OF2393'13.6 FEET SOUTH OF CENTER LINE OF WESTSIDE DRIVE
 OF2393'
 OF2393'15.2 FEET NORTHWEST OF 24-INCH HORSE CHESTNUT TREE
 OF2393'
 OF2393'47.7 FEET SOUTHEAST OF POLE RGE 251, RTC 25, 26
 OF2393'
 OF2393'106.3 FEET NORTHWEST OF NORTHEAST CORNER OF GARAGE ATTACHED TO
 OF2393'HOUSE NO. 3889
 OF2393'
 OF2393'82.3 FEET NORTHWEST OF NORTHEAST CORNER OF CONCRETE SIDEWALK
 OF2393'ALONG DRIVEWAY
 OF2393'
 OF2393'44.2 FEET EAST OF WEST RANGELINE AND
 OF2393'
 OF2393'30.5 FEET WEST OF EAST RANGELINE OF HOUSE 3889
 OF2393'
 OF2393'54.2 FEET WEST OF POLE NO. RGE 251A
 OF2393'
 OF2393'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2393'STAMPED 594 IN THE TOP OF A CONCRETE POST COVERED 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2397 ***********************************************************************
 OF2397  DESIGNATION -  595 MCGS 1969
 OF2397  PID         -  OF2397
 OF2397  STATE/COUNTY-  NY/MONROE
 OF2397  USGS QUAD   -  SPENCERPORT (1978)
 OF2397
 OF2397                         *CURRENT SURVEY CONTROL
 OF2397  ___________________________________________________________________
 OF2397* NAD 83(1996)-  43 07 43.34439(N)    077 51 41.17795(W)     ADJUSTED  
 OF2397* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 OF2397  ___________________________________________________________________
 OF2397  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OF2397  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OF2397
 OF2397  HORZ ORDER  -  SECOND
 OF2397
 OF2397.The horizontal coordinates were established by classical geodetic methods
 OF2397.and adjusted by the National Geodetic Survey in January 1999..
 OF2397
 OF2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2397
 OF2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2397
 OF2397.The geoid height was determined by GEOID03.
 OF2397
 OF2397;                    North         East     Units Scale Factor Converg.
 OF2397;SPC NY W     -   347,720.659   408,737.439   MT  0.99997993   +0 29 36.7
 OF2397;SPC NY W     - 1,140,813.53  1,340,999.41   sFT  0.99997993   +0 29 36.7
 OF2397;UTM  18      - 4,779,082.621   267,249.815   MT  1.00026646   -1 57 25.4
 OF2397
 OF2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2397!SPC NY W     -   0.99997643  x   0.99997993  =   0.99995636
 OF2397!UTM  18      -   0.99997643  x   1.00026646  =   1.00024289
 OF2397
 OF2397:                Primary Azimuth Mark                     Grid Az
 OF2397:SPC NY W     -  594 MCGS 1969                            091 57 35.8
 OF2397:UTM  18      -  594 MCGS 1969                            094 24 37.9
 OF2397
 OF2397|---------------------------------------------------------------------|
 OF2397| PID    Reference Object                     Distance      Geod. Az  |
 OF2397|                                                           dddmmss.s |
 OF2397| OF2393 594 MCGS 1969                       APPROX. 0.8 KM 0922712.5 |
 OF2397|---------------------------------------------------------------------|
 OF2397
 OF2397                          SUPERSEDED SURVEY CONTROL
 OF2397
 OF2397  NAD 83(1986)-  43 07 43.35116(N)    077 51 41.17636(W) AD(       ) 2
 OF2397  NAD 27      -  43 07 43.13116(N)    077 51 42.14188(W) AD(       ) 2
 OF2397  NGVD 29 (07/19/86)  185.7    (m)          609.     (f) VERT ANG       
 OF2397
 OF2397.Superseded values are not recommended for survey control.
 OF2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2397.See file dsdata.txt to determine how the superseded data were derived.
 OF2397
 OF2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6725079083(NAD 83)
 OF2397_MARKER: DD = SURVEY DISK
 OF2397_SETTING: 0 = UNSPECIFIED SETTING
 OF2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2397
 OF2397  HISTORY     - Date     Condition        Report By
 OF2397  HISTORY     - 1969     MONUMENTED       CGS
 OF2397
 OF2397                          STATION DESCRIPTION
 OF2397
 OF2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2397'IN OGDEN, ALONG WESTSIDE DRIVE
 OF2397'
 OF2397'0.93 MILE SOUTH SOUTHWEST OF STATION DYER 1969
 OF2397'
 OF2397'0.15 MILE EAST OF WASHINGTON STREET
 OF2397'
 OF2397'11.5 FEET NORTH OF CENTER LINE
 OF2397'
 OF2397'24.1 FEET SOUTHEAST OF POLE RTC 56, RGE 262
 OF2397'
 OF2397'205.4 FEET EAST OF 12-INCH CROSS CULVERT
 OF2397'
 OF2397'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2397'STAMPED 595 IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0544 ***********************************************************************
 NC0544  DESIGNATION -  598 USGS
 NC0544  PID         -  NC0544
 NC0544  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0544  USGS QUAD   -  DUNKIRK (1979)
 NC0544
 NC0544                         *CURRENT SURVEY CONTROL
 NC0544  ___________________________________________________________________
 NC0544* NAD 83(1986)-  42 29 04.     (N)    079 20 01.     (W)     SCALED    
 NC0544* NAVD 88     -       182.216  (meters)     597.82   (feet)  ADJUSTED  
 NC0544  ___________________________________________________________________
 NC0544  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0544  DYNAMIC HT  -         182.158 (meters)     597.63  (feet)  COMP
 NC0544  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 NC0544
 NC0544  VERT ORDER  -  FIRST     CLASS II
 NC0544
 NC0544.The horizontal coordinates were scaled from a topographic map and have
 NC0544.an estimated accuracy of +/- 6 seconds.
 NC0544
 NC0544.The orthometric height was determined by differential leveling
 NC0544.and adjusted by the National Geodetic Survey in November 1993..
 NC0544
 NC0544.The geoid height was determined by GEOID03.
 NC0544
 NC0544.The dynamic height is computed by dividing the NAVD 88
 NC0544.geopotential number by the normal gravity value computed on the
 NC0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0544.degrees latitude (g = 980.6199 gals.).
 NC0544
 NC0544.The modeled gravity was interpolated from observed gravity values.
 NC0544
 NC0544;                    North         East    Units  Estimated Accuracy
 NC0544;SPC NY W     -   276,170.      288,320.      MT  (+/- 180 meters Scaled)
 NC0544
 NC0544                          SUPERSEDED SURVEY CONTROL
 NC0544
 NC0544  NAVD 88 (06/15/91)  182.175  (m)          597.69   (f) UNKNOWN     1 2
 NC0544  NGVD 29 (??/??/92)  182.368  (m)          598.32   (f) ADJ UNCH    1 2
 NC0544
 NC0544.Superseded values are not recommended for survey control.
 NC0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0544.See file dsdata.txt to determine how the superseded data were derived.
 NC0544
 NC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH369049(NAD 83)
 NC0544_MARKER: DD = SURVEY DISK
 NC0544_SETTING: 0 = UNSPECIFIED SETTING
 NC0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0544
 NC0544  HISTORY     - Date     Condition        Report By
 NC0544  HISTORY     - UNK      MONUMENTED       USGS
 NC0544  HISTORY     - 1934     GOOD             NGS
 NC0544  HISTORY     - 1936     GOOD             NGS
 NC0544  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0544
 NC0544                          STATION DESCRIPTION
 NC0544
 NC0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NC0544'IN DUNKIRK.
 NC0544'BETWEEN THIRD AND FOURTH STREETS AT 327 WASHINGTON AVENUE, ON EAST
 NC0544'FACE OF ST. MARYS HOME AND SCHOOL, 22 FEET SOUTH OF NORTHEAST CORNER
 NC0544'OF BUILDING, 9 FEET NORTH OF NORTH END OF SMALL PORCH, 2.8 FEET SOUTH
 NC0544'OF CORNER OF OFFSET, SET VERTICALLY. NOTE--3.8 FT. ABOVE THE LEVEL OF
 NC0544'THE GROUND.
 NC0544
 NC0544                          STATION RECOVERY (1936)
 NC0544
 NC0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NC0544'RECOVERED IN GOOD CONDITION.
 NC0544
 NC0544                          STATION RECOVERY (1983)
 NC0544
 NC0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0544'CONSIDER DESTROYED, THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0813 ***********************************************************************
 NB0813  DESIGNATION -  6
 NB0813  PID         -  NB0813
 NB0813  STATE/COUNTY-  NY/ONTARIO
 NB0813  USGS QUAD   -  PHELPS (1953)
 NB0813
 NB0813                         *CURRENT SURVEY CONTROL
 NB0813  ___________________________________________________________________
 NB0813* NAD 83(1986)-  42 56 55.     (N)    077 05 30.     (W)     SCALED    
 NB0813* NAVD 88     -       189.812  (meters)     622.74   (feet)  ADJUSTED  
 NB0813  ___________________________________________________________________
 NB0813  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 NB0813  DYNAMIC HT  -         189.760 (meters)     622.57  (feet)  COMP
 NB0813  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 NB0813
 NB0813  VERT ORDER  -  SECOND    CLASS 0
 NB0813
 NB0813.The horizontal coordinates were scaled from a topographic map and have
 NB0813.an estimated accuracy of +/- 6 seconds.
 NB0813
 NB0813.The orthometric height was determined by differential leveling
 NB0813.and adjusted by the National Geodetic Survey in June 1991..
 NB0813
 NB0813.The geoid height was determined by GEOID03.
 NB0813
 NB0813.The dynamic height is computed by dividing the NAVD 88
 NB0813.geopotential number by the normal gravity value computed on the
 NB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0813.degrees latitude (g = 980.6199 gals.).
 NB0813
 NB0813.The modeled gravity was interpolated from observed gravity values.
 NB0813
 NB0813;                    North         East    Units  Estimated Accuracy
 NB0813;SPC NY C     -   327,590.      208,520.      MT  (+/- 180 meters Scaled)
 NB0813
 NB0813                          SUPERSEDED SURVEY CONTROL
 NB0813
 NB0813  NGVD 29 (??/??/92)  189.972  (m)          623.27   (f) ADJ UNCH    2 0
 NB0813
 NB0813.Superseded values are not recommended for survey control.
 NB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0813.See file dsdata.txt to determine how the superseded data were derived.
 NB0813
 NB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN293572(NAD 83)
 NB0813_MARKER: B = BOLT
 NB0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0813_SP_SET: BRIDGE ABUTMENT
 NB0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0813
 NB0813  HISTORY     - Date     Condition        Report By
 NB0813  HISTORY     - UNK      MONUMENTED       PRR
 NB0813  HISTORY     - 1935     GOOD             NGS
 NB0813  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0813  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0813  HISTORY     - 20021109 GOOD             USPSQD
 NB0813
 NB0813                          STATION DESCRIPTION
 NB0813
 NB0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0813'1.4 MI S FROM PHELPS JUNCTION.
 NB0813'IS LOCATED 1.4 MILES SOUTH OF THE JUNCTION. IN THE EAST END OF BACK
 NB0813'WALL OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 9.10 OVER WATER AND
 NB0813'CATTLE PASS.
 NB0813
 NB0813                          STATION RECOVERY (1985)
 NB0813
 NB0813'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0813'MARK NOT FOUND.
 NB0813
 NB0813                          STATION RECOVERY (1985)
 NB0813
 NB0813'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0813'MARK NOT FOUND.
 NB0813
 NB0813                          STATION RECOVERY (2002)
 NB0813
 NB0813'RECOVERY NOTE BY US POWER SQUADRON 2002 (DB)
 NB0813'MARK ON CURRENT PROPERTY OF ONTARIO PATHWAYS, INC., ON FIRST BRIDGE N
 NB0813'FROM ENTERANCE OFF GRIFFITH RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4608 ***********************************************************************
 KV4608  DESIGNATION -  6 A USE 1931
 KV4608  PID         -  KV4608
 KV4608  STATE/COUNTY-  NY/RICHMOND
 KV4608  USGS QUAD   -  ARTHUR KILL (1981)
 KV4608
 KV4608                         *CURRENT SURVEY CONTROL
 KV4608  ___________________________________________________________________
 KV4608* NAD 83(1996)-  40 32 08.56276(N)    074 14 34.60763(W)     ADJUSTED  
 KV4608* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4608  ___________________________________________________________________
 KV4608  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 KV4608  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV4608
 KV4608  HORZ ORDER  -  THIRD
 KV4608
 KV4608.The horizontal coordinates were established by classical geodetic methods
 KV4608.and adjusted by the National Geodetic Survey in January 1999..
 KV4608
 KV4608.The orthometric height was scaled from a topographic map.
 KV4608
 KV4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4608
 KV4608.The geoid height was determined by GEOID03.
 KV4608
 KV4608;                    North         East     Units Scale Factor Converg.
 KV4608;SPC NY L     -    41,009.241   279,416.711   MT  1.00000987   -0 09 32.1
 KV4608;SPC NY L     -   134,544.48    916,719.66   sFT  1.00000987   -0 09 32.1
 KV4608;SPC NJ       -   189,025.540   171,776.120   MT  0.99990584   +0 10 01.4
 KV4608;SPC NJ       -   620,161.29    563,568.82   sFT  0.99990584   +0 10 01.4
 KV4608;UTM  18      - 4,487,494.055   564,114.322   MT  0.99965060   +0 29 31.4
 KV4608
 KV4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4608!SPC NY L     -   1.00000498  x   1.00000987  =   1.00001485
 KV4608!SPC NJ       -   1.00000498  x   0.99990584  =   0.99991082
 KV4608!UTM  18      -   1.00000498  x   0.99965060  =   0.99965558
 KV4608
 KV4608:                Primary Azimuth Mark                     Grid Az
 KV4608:SPC NY L     -  ARTHUR KILL SQUARE CHIMNEY               241 27 28.4
 KV4608:SPC NJ       -  ARTHUR KILL SQUARE CHIMNEY               241 07 54.9
 KV4608:UTM  18      -  ARTHUR KILL SQUARE CHIMNEY               240 48 24.9
 KV4608
 KV4608|---------------------------------------------------------------------|
 KV4608| PID    Reference Object                     Distance      Geod. Az  |
 KV4608|                                                           dddmmss.s |
 KV4608| KV4879 ARTHUR KILL SQUARE CHIMNEY          APPROX. 1.3 KM 2411756.3 |
 KV4608| KV4819 BEACON 6                            APPROX. 1.3 KM 3295459.0 |
 KV4608|---------------------------------------------------------------------|
 KV4608
 KV4608                          SUPERSEDED SURVEY CONTROL
 KV4608
 KV4608  NAD 83(1986)-  40 32 08.56404(N)    074 14 34.60165(W) AD(       ) 3
 KV4608  NAD 27      -  40 32 08.18700(N)    074 14 36.07900(W) AD(       ) 3
 KV4608
 KV4608.Superseded values are not recommended for survey control.
 KV4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4608.See file dsdata.txt to determine how the superseded data were derived.
 KV4608
 KV4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6411487494(NAD 83)
 KV4608_MARKER: Z = SEE DESCRIPTION
 KV4608_SETTING: 0 = UNSPECIFIED SETTING
 KV4608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4608
 KV4608  HISTORY     - Date     Condition        Report By
 KV4608  HISTORY     - 1931     MONUMENTED       USE
 KV4608  HISTORY     - 1933     GOOD             CGS
 KV4608
 KV4608                          STATION DESCRIPTION
 KV4608
 KV4608'DESCRIBED BY US ENGINEERS 1931 (RWW)
 KV4608'THIS STATION IS NEAR THE STATEN ISLAND SHORE OF ARTHUR KILL,
 KV4608'APPROXIMATELY 1/4 MILE N OF THE OLD KREISCHER FACTORY-GROUP,
 KV4608'IN THE MARSH AT THE FOOT OF A DIRT LANE.
 KV4608'
 KV4608'STATION IS MARKED BY A CRUMBLING PIECE OF IRON PIPE SET IN THE
 KV4608'TOP OF A TRUNCATED-PYRAMIDAL CONCRETE MONUMENT PROJECTING
 KV4608'15 INCHES ABOVE THE MARSH SURFACE.  NO REFERENCE MARKS WERE PLACED,
 KV4608'NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KV4608'
 KV4608'THE SPONGY GROUND NECESSITATES BOTH INSTRUMENT STAKES AND
 KV4608'AN OBSERVERS PLATFORM.
 KV4608
 KV4608                          STATION RECOVERY (1933)
 KV4608
 KV4608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4608'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED,
 KV4608'WITH THE FOLLOWING ADDITIONS--
 KV4608'
 KV4608'THIS STATION IS 44 PACES TO THE N FROM THE CENTER LINE OF
 KV4608'THE DIRT ROAD.  THE LETTERS USHL ARE MOULDED IN THE TOP FACE OF
 KV4608'THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0249 ***********************************************************************
 KU0249  DESIGNATION -  6 RS
 KU0249  PID         -  KU0249
 KU0249  STATE/COUNTY-  NY/SUFFOLK
 KU0249  USGS QUAD   -  BELLPORT (1967)
 KU0249
 KU0249                         *CURRENT SURVEY CONTROL
 KU0249  ___________________________________________________________________
 KU0249* NAD 83(1986)-  40 50 10.     (N)    072 53 09.     (W)     SCALED    
 KU0249* NAVD 88     -        27.177  (meters)      89.16   (feet)  ADJUSTED  
 KU0249  ___________________________________________________________________
 KU0249  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU0249  DYNAMIC HT  -          27.166 (meters)      89.13  (feet)  COMP
 KU0249  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 KU0249
 KU0249  VERT ORDER  -  SECOND    CLASS 0
 KU0249
 KU0249.The horizontal coordinates were scaled from a topographic map and have
 KU0249.an estimated accuracy of +/- 6 seconds.
 KU0249
 KU0249.The orthometric height was determined by differential leveling
 KU0249.and adjusted by the National Geodetic Survey in June 1991..
 KU0249
 KU0249.The geoid height was determined by GEOID03.
 KU0249
 KU0249.The dynamic height is computed by dividing the NAVD 88
 KU0249.geopotential number by the normal gravity value computed on the
 KU0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0249.degrees latitude (g = 980.6199 gals.).
 KU0249
 KU0249.The modeled gravity was interpolated from observed gravity values.
 KU0249
 KU0249;                    North         East    Units  Estimated Accuracy
 KU0249;SPC NY L     -    74,940.      393,970.      MT  (+/- 180 meters Scaled)
 KU0249
 KU0249                          SUPERSEDED SURVEY CONTROL
 KU0249
 KU0249  NGVD 29 (??/??/92)   27.486  (m)           90.18   (f) ADJ UNCH    2 0
 KU0249
 KU0249.Superseded values are not recommended for survey control.
 KU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0249.See file dsdata.txt to determine how the superseded data were derived.
 KU0249
 KU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL782227(NAD 83)
 KU0249_MARKER: DD = SURVEY DISK
 KU0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0249_STAMPING: 6 RS 1949 90
 KU0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0249+STABILITY: SURFACE MOTION
 KU0249
 KU0249  HISTORY     - Date     Condition        Report By
 KU0249  HISTORY     - 1949     MONUMENTED       USGS
 KU0249  HISTORY     - 1950     GOOD             NGS
 KU0249
 KU0249                          STATION DESCRIPTION
 KU0249
 KU0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0249'2 MI S FROM CAMP UPTON.
 KU0249'ABOUT 2.0 MILES SOUTH ALONG UPTON BOULEVARD FROM THE WATER TANK
 KU0249'AT CAMP UPTON, AT THE INTERSECTION OF MIDDLE COUNTRY ROAD, IN
 KU0249'THE SOUTHWEST ANGLE OF THE INTERSECTION, 58 FEET WEST OF THE
 KU0249'CENTER LINE OF UPTON BOULEVARD, 38 FEET SOUTH OF THE CENTER
 KU0249'LINE OF MIDDLE COUNTRY ROAD AND SET IN THE TOP OF A CONCRETE
 KU0249'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0823 ***********************************************************************
 MZ0823  DESIGNATION -  6 WSM
 MZ0823  PID         -  MZ0823
 MZ0823  STATE/COUNTY-  NY/SARATOGA
 MZ0823  USGS QUAD   -  MECHANICVILLE (1980)
 MZ0823
 MZ0823                         *CURRENT SURVEY CONTROL
 MZ0823  ___________________________________________________________________
 MZ0823* NAD 83(1986)-  42 56 21.     (N)    073 41 49.     (W)     SCALED    
 MZ0823* NAVD 88     -        95.592  (meters)     313.62   (feet)  ADJUSTED  
 MZ0823  ___________________________________________________________________
 MZ0823  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ0823  DYNAMIC HT  -          95.567 (meters)     313.54  (feet)  COMP
 MZ0823  MODELED GRAV-     980,359.5   (mgal)                       NAVD 88
 MZ0823
 MZ0823  VERT ORDER  -  FIRST     CLASS I
 MZ0823
 MZ0823.The horizontal coordinates were scaled from a topographic map and have
 MZ0823.an estimated accuracy of +/- 6 seconds.
 MZ0823
 MZ0823.The orthometric height was determined by differential leveling
 MZ0823.and adjusted by the National Geodetic Survey in June 1991..
 MZ0823
 MZ0823.The geoid height was determined by GEOID03.
 MZ0823
 MZ0823.The dynamic height is computed by dividing the NAVD 88
 MZ0823.geopotential number by the normal gravity value computed on the
 MZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0823.degrees latitude (g = 980.6199 gals.).
 MZ0823
 MZ0823.The modeled gravity was interpolated from observed gravity values.
 MZ0823
 MZ0823;                    North         East    Units  Estimated Accuracy
 MZ0823;SPC NY E     -   456,230.      215,540.      MT  (+/- 180 meters Scaled)
 MZ0823
 MZ0823                          SUPERSEDED SURVEY CONTROL
 MZ0823
 MZ0823.No superseded survey control is available for this station.
 MZ0823
 MZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN063548(NAD 83)
 MZ0823_MARKER: DD = SURVEY DISK
 MZ0823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0823_SP_SET: CULVERT
 MZ0823_STAMPING: 6 WSM 1952 314
 MZ0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0823
 MZ0823  HISTORY     - Date     Condition        Report By
 MZ0823  HISTORY     - 1952     MONUMENTED       USGS
 MZ0823  HISTORY     - 1974     GOOD             NGS
 MZ0823  HISTORY     - 20020606 MARK NOT FOUND   USPSQD
 MZ0823  HISTORY     - 20030616 MARK NOT FOUND   USPSQD
 MZ0823  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MZ0823  HISTORY     - 20050616 MARK NOT FOUND   USPSQD
 MZ0823
 MZ0823                          STATION DESCRIPTION
 MZ0823
 MZ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0823'3.0 MI NW FROM MECHANICVILLE.
 MZ0823'0.55 MILES NORTHEAST ALONG MULBERRY AVENUE FROM THE JUNCTION OF STATE
 MZ0823'HIGHWAY 67 AT MECHANICVILLE, THENCE 1.3 MILES NORTH ALONG BRICKYARD
 MZ0823'ROAD, THENCE 1.15 MILES WEST ALONG VANNESS ROAD, SET IN THE TOP NORTH
 MZ0823'END OF THE EAST HEADWALL OF A CONCRETE CULVERT AT THE JUNCTION OF
 MZ0823'VANNESS ROAD AND COUNTY ROAD 75, 44 FEET NORTHEAST OF THE JUNCTION,
 MZ0823'39.6 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 75, 25.8 FEET NORTH
 MZ0823'OF THE CENTER LINE OF VANNESS ROAD, 12.6 FEET WEST OF A HISTORICAL
 MZ0823'MARKER POST (YELLOW MEETING HOUSE), 124.8 FEET SOUTH OF BENCH MARK
 MZ0823'BWB-1 DESCRIBED, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROADS.
 MZ0823
 MZ0823                          STATION RECOVERY (2002)
 MZ0823
 MZ0823'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ0823'MARK NOT FOUND.
 MZ0823
 MZ0823                          STATION RECOVERY (2003)
 MZ0823
 MZ0823'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0823'MARK NOT FOUND.
 MZ0823
 MZ0823                          STATION RECOVERY (2004)
 MZ0823
 MZ0823'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0823'MARK NOT FOUND.
 MZ0823
 MZ0823                          STATION RECOVERY (2005)
 MZ0823
 MZ0823'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1030 ***********************************************************************
 LX1030  DESIGNATION -  60
 LX1030  PID         -  LX1030
 LX1030  STATE/COUNTY-  NY/WESTCHESTER
 LX1030  USGS QUAD   -  OSSINING (1979)
 LX1030
 LX1030                         *CURRENT SURVEY CONTROL
 LX1030  ___________________________________________________________________
 LX1030* NAD 83(1986)-  41 09 33.     (N)    073 52 10.     (W)     SCALED    
 LX1030* NAVD 88     -         1.781  (meters)       5.84   (feet)  POSTED    
 LX1030  ___________________________________________________________________
 LX1030  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1030  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 LX1030  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 LX1030
 LX1030  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX1030
 LX1030.The horizontal coordinates were scaled from a topographic map and have
 LX1030.an estimated accuracy of +/- 6 seconds.
 LX1030
 LX1030.The orthometric height was determined by differential leveling
 LX1030.and adjusted by the National Geodetic Survey in 1992..
 LX1030.No vertical observational check was made to the station.
 LX1030.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX1030.was located on a no-check spur therefore a value was not computed.
 LX1030
 LX1030.The geoid height was determined by GEOID03.
 LX1030
 LX1030.The dynamic height is computed by dividing the NAVD 88
 LX1030.geopotential number by the normal gravity value computed on the
 LX1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1030.degrees latitude (g = 980.6199 gals.).
 LX1030
 LX1030.The modeled gravity was interpolated from observed gravity values.
 LX1030
 LX1030;                    North         East    Units  Estimated Accuracy
 LX1030;SPC NY E     -   258,410.      202,920.      MT  (+/- 180 meters Scaled)
 LX1030
 LX1030                          SUPERSEDED SURVEY CONTROL
 LX1030
 LX1030.No superseded survey control is available for this station.
 LX1030
 LX1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL948570(NAD 83)
 LX1030_MARKER: Q = CHISELED SQUARE
 LX1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1030_SP_SET: MILEPOST LEDGE
 LX1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1030
 LX1030  HISTORY     - Date     Condition        Report By
 LX1030  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1030  HISTORY     - 1955     MARK NOT FOUND   NGS
 LX1030  HISTORY     - 1955     MARK NOT FOUND   USGS
 LX1030  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX1030
 LX1030                          STATION DESCRIPTION
 LX1030
 LX1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1030'AT OSSINING.
 LX1030'AT OSSINING, WESTCHESTER COUNTY, ON THE HUDSON DIVISION OF THE
 LX1030'NEW YORK CENTRAL RAILROAD, JUST NORTH OF THE STATION, AND ON
 LX1030'THE WEST SIDE OF THE LEDGE AT MILEPOST 31.  A CHISELED SQUARE.
 LX1030'NOTE-- THE MILE POST IS LOOSE AND BROKEN OFF UNDERGROUND.  NO
 LX1030'CHISELED SQUARE OR LEDGE WAS FOUND ON BASE OF MILE POST.  IT
 LX1030'IS BELIEVED THAT THE MILE POST HAS BEEN BROKEN OFF AND ONLY
 LX1030'THE REMAINS (TOP PORTION) STILL IN PLACE.
 LX1030
 LX1030                          STATION RECOVERY (1955)
 LX1030
 LX1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LX1030'MARK NOT FOUND.
 LX1030
 LX1030                          STATION RECOVERY (1985)
 LX1030
 LX1030'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0748 ***********************************************************************
 OD0748  DESIGNATION -  600
 OD0748  PID         -  OD0748
 OD0748  STATE/COUNTY-  NY/WARREN
 OD0748  USGS QUAD   -  STONY CREEK (1968)
 OD0748
 OD0748                         *CURRENT SURVEY CONTROL
 OD0748  ___________________________________________________________________
 OD0748* NAD 83(1986)-  43 24 40.     (N)    073 52 49.     (W)     SCALED    
 OD0748* NAVD 88     -       182.808  (meters)     599.76   (feet)  ADJUSTED  
 OD0748  ___________________________________________________________________
 OD0748  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 OD0748  DYNAMIC HT  -         182.767 (meters)     599.63  (feet)  COMP
 OD0748  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 OD0748
 OD0748  VERT ORDER  -  FIRST     CLASS II
 OD0748
 OD0748.The horizontal coordinates were scaled from a topographic map and have
 OD0748.an estimated accuracy of +/- 6 seconds.
 OD0748
 OD0748.The orthometric height was determined by differential leveling
 OD0748.and adjusted by the National Geodetic Survey in June 1991..
 OD0748
 OD0748.The geoid height was determined by GEOID03.
 OD0748
 OD0748.The dynamic height is computed by dividing the NAVD 88
 OD0748.geopotential number by the normal gravity value computed on the
 OD0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0748.degrees latitude (g = 980.6199 gals.).
 OD0748
 OD0748.The modeled gravity was interpolated from observed gravity values.
 OD0748
 OD0748;                    North         East    Units  Estimated Accuracy
 OD0748;SPC NY E     -   508,530.      200,190.      MT  (+/- 180 meters Scaled)
 OD0748
 OD0748                          SUPERSEDED SURVEY CONTROL
 OD0748
 OD0748  NGVD 29 (??/??/92)  182.944  (m)          600.21   (f) ADJ UNCH    1 2
 OD0748
 OD0748.Superseded values are not recommended for survey control.
 OD0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0748.See file dsdata.txt to determine how the superseded data were derived.
 OD0748
 OD0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP906070(NAD 83)
 OD0748_MARKER: DD = SURVEY DISK
 OD0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0748_SP_SET: BRIDGE
 OD0748_STAMPING: 6 1899 ALBANY
 OD0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0748
 OD0748  HISTORY     - Date     Condition        Report By
 OD0748  HISTORY     - 1899     MONUMENTED       USGS
 OD0748  HISTORY     - 1955     POOR             NGS
 OD0748
 OD0748                          STATION DESCRIPTION
 OD0748
 OD0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0748'0.4 MI S FROM STONY CREEK.
 OD0748'ABOUT 0.4 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0748'STATION AT STONY CREEK, IN THE TOP OF WEST END OF NORTH BRIDGE SEAT OF
 OD0748'BRIDGE OVER STONY CREEK, 9 FEET WEST OF WEST RAIL AND ABOUT 6 FEET
 OD0748'BELOW LEVEL OF TRACK.  NOTE--THE DISK IS PARTLY BROKEN OFF AND
 OD0748'MUTILATED.  THE STAMPING IS MUTILATED SO THAT THE ABOVE IS ALL THAT IS
 OD0748'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1093 ***********************************************************************
 OF1093  DESIGNATION -  600
 OF1093  PID         -  OF1093
 OF1093  STATE/COUNTY-  NY/MONROE
 OF1093  USGS QUAD   -  PITTSFORD (1978)
 OF1093
 OF1093                         *CURRENT SURVEY CONTROL
 OF1093  ___________________________________________________________________
 OF1093* NAD 83(1986)-  43 15 17.     (N)    077 36 02.     (W)     SCALED    
 OF1093* NAVD 88     -        78.725  (meters)     258.28   (feet)  ADJUSTED  
 OF1093  ___________________________________________________________________
 OF1093  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OF1093  DYNAMIC HT  -          78.706 (meters)     258.22  (feet)  COMP
 OF1093  MODELED GRAV-     980,383.6   (mgal)                       NAVD 88
 OF1093
 OF1093  VERT ORDER  -  FIRST     CLASS II
 OF1093
 OF1093.The horizontal coordinates were scaled from a topographic map and have
 OF1093.an estimated accuracy of +/- 6 seconds.
 OF1093
 OF1093.The orthometric height was determined by differential leveling
 OF1093.and adjusted by the National Geodetic Survey in June 1991..
 OF1093
 OF1093.The geoid height was determined by GEOID03.
 OF1093
 OF1093.The dynamic height is computed by dividing the NAVD 88
 OF1093.geopotential number by the normal gravity value computed on the
 OF1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1093.degrees latitude (g = 980.6199 gals.).
 OF1093
 OF1093.The modeled gravity was interpolated from observed gravity values.
 OF1093
 OF1093;                    North         East    Units  Estimated Accuracy
 OF1093;SPC NY W     -   361,940.      429,800.      MT  (+/- 180 meters Scaled)
 OF1093
 OF1093                          SUPERSEDED SURVEY CONTROL
 OF1093
 OF1093  NGVD 29 (??/??/92)   78.925  (m)          258.94   (f) ADJ UNCH    1 2
 OF1093
 OF1093.Superseded values are not recommended for survey control.
 OF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1093.See file dsdata.txt to determine how the superseded data were derived.
 OF1093
 OF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN889923(NAD 83)
 OF1093_MARKER: Z = SEE DESCRIPTION
 OF1093_SETTING: 0 = UNSPECIFIED SETTING
 OF1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1093
 OF1093  HISTORY     - Date     Condition        Report By
 OF1093  HISTORY     - UNK      MONUMENTED       USLS
 OF1093  HISTORY     - 1968     MARK NOT FOUND   NGS
 OF1093
 OF1093                          STATION DESCRIPTION
 OF1093
 OF1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1093'AT ROCHESTER.
 OF1093'NOT DESCRIBED .76 KM. FROM BM BATH HOUSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0720 ***********************************************************************
 OD0720  DESIGNATION -  602
 OD0720  PID         -  OD0720
 OD0720  STATE/COUNTY-  NY/SARATOGA
 OD0720  USGS QUAD   -  CORINTH (1968)
 OD0720
 OD0720                         *CURRENT SURVEY CONTROL
 OD0720  ___________________________________________________________________
 OD0720* NAD 83(1986)-  43 09 42.     (N)    073 51 13.     (W)     SCALED    
 OD0720* NAVD 88     -       183.542  (meters)     602.17   (feet)  ADJUSTED  
 OD0720  ___________________________________________________________________
 OD0720  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 OD0720  DYNAMIC HT  -         183.494 (meters)     602.01  (feet)  COMP
 OD0720  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 OD0720
 OD0720  VERT ORDER  -  FIRST     CLASS II
 OD0720
 OD0720.The horizontal coordinates were scaled from a topographic map and have
 OD0720.an estimated accuracy of +/- 6 seconds.
 OD0720
 OD0720.The orthometric height was determined by differential leveling
 OD0720.and adjusted by the National Geodetic Survey in June 1991..
 OD0720
 OD0720.The geoid height was determined by GEOID03.
 OD0720
 OD0720.The dynamic height is computed by dividing the NAVD 88
 OD0720.geopotential number by the normal gravity value computed on the
 OD0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0720.degrees latitude (g = 980.6199 gals.).
 OD0720
 OD0720.The modeled gravity was interpolated from observed gravity values.
 OD0720
 OD0720;                    North         East    Units  Estimated Accuracy
 OD0720;SPC NY E     -   480,830.      202,560.      MT  (+/- 180 meters Scaled)
 OD0720
 OD0720                          SUPERSEDED SURVEY CONTROL
 OD0720
 OD0720  NGVD 29 (??/??/92)  183.685  (m)          602.64   (f) ADJ UNCH    1 2
 OD0720
 OD0720.Superseded values are not recommended for survey control.
 OD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0720.See file dsdata.txt to determine how the superseded data were derived.
 OD0720
 OD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN931794(NAD 83)
 OD0720_MARKER: DD = SURVEY DISK
 OD0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0720_SP_SET: CULVERT
 OD0720_STAMPING: ALBA 60 189
 OD0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0720
 OD0720  HISTORY     - Date     Condition        Report By
 OD0720  HISTORY     - UNK      MONUMENTED       USGS
 OD0720  HISTORY     - 1955     GOOD             NGS
 OD0720
 OD0720                          STATION DESCRIPTION
 OD0720
 OD0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0720'0.7 MI N FROM KINGS.
 OD0720'ABOUT 0.7 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0720'OVERPASS OVER STATE HIGHWAY 9 N AT KINGS, 340 FEET NORTH OF MILE POST
 OD0720'NC 47 - A 48, IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 OD0720'5-FOOT STONE BOX CULVERT UNDER TRACK, 13 FEET WEST OF WEST RAIL, 1 1/2
 OD0720'FEET SOUTH OF NORTH END OF HEAD WALL AND ABOUT 5 FEET BELOW LEVEL OF
 OD0720'TRACK.  NOTE--ABOUT 2/3 OF THE DISK IS MISSING, HOWEVER, THE
 OD0720'HORIZONTAL SURFACE OF CENTER OF DISK IS STILL INTACT AND APPEARS TO BE
 OD0720'OK.  THE STAMPING IS MULIATED SO THAT IT IS NO LONGER LEGIBLE. THE
 OD0720'FOLLOWING STAMPING IS LEGIBLE - ALBA 60 189.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0647 ***********************************************************************
 MZ0647  DESIGNATION -  6.024
 MZ0647  PID         -  MZ0647
 MZ0647  STATE/COUNTY-  NY/COLUMBIA
 MZ0647  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0647
 MZ0647                         *CURRENT SURVEY CONTROL
 MZ0647  ___________________________________________________________________
 MZ0647* NAD 83(1986)-  42 18 51.     (N)    073 46 23.     (W)     SCALED    
 MZ0647* NAVD 88     -         2.335  (meters)       7.66   (feet)  ADJUSTED  
 MZ0647  ___________________________________________________________________
 MZ0647  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ0647  DYNAMIC HT  -           2.335 (meters)       7.66  (feet)  COMP
 MZ0647  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 MZ0647
 MZ0647  VERT ORDER  -  FIRST     CLASS II
 MZ0647
 MZ0647.The horizontal coordinates were scaled from a topographic map and have
 MZ0647.an estimated accuracy of +/- 6 seconds.
 MZ0647
 MZ0647.The orthometric height was determined by differential leveling
 MZ0647.and adjusted by the National Geodetic Survey in June 1991..
 MZ0647.WARNING-Repeat measurements at this control monument indicate possible
 MZ0647.vertical movement.
 MZ0647
 MZ0647.The geoid height was determined by GEOID03.
 MZ0647
 MZ0647.The dynamic height is computed by dividing the NAVD 88
 MZ0647.geopotential number by the normal gravity value computed on the
 MZ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0647.degrees latitude (g = 980.6199 gals.).
 MZ0647
 MZ0647.The modeled gravity was interpolated from observed gravity values.
 MZ0647
 MZ0647;                    North         East    Units  Estimated Accuracy
 MZ0647;SPC NY E     -   386,750.      209,930.      MT  (+/- 180 meters Scaled)
 MZ0647
 MZ0647                          SUPERSEDED SURVEY CONTROL
 MZ0647
 MZ0647  NGVD 29 (??/??/92)    2.578  (m)            8.46   (f) ADJ UNCH    1 2
 MZ0647
 MZ0647.Superseded values are not recommended for survey control.
 MZ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0647.See file dsdata.txt to determine how the superseded data were derived.
 MZ0647
 MZ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM011853(NAD 83)
 MZ0647_MARKER: Q = CHISELED SQUARE
 MZ0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0647_SP_SET: MILEPOST
 MZ0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0647
 MZ0647  HISTORY     - Date     Condition        Report By
 MZ0647  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0647  HISTORY     - 1955     GOOD             NGS
 MZ0647
 MZ0647                          STATION DESCRIPTION
 MZ0647
 MZ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0647'0.3 MI N FROM STOCKPORT.
 MZ0647'ABOUT 0.3 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0647'STATION AT STOCKPORT, A 1-INCH OUTLINED SQUARE ON TOP OF BASE ON WEST
 MZ0647'SIDE OF MILE POST NY 119, 8 3/4 FEET EAST OF EAST RAIL OF EAST TRACK,
 MZ0647'92 FEET NORTH OF SWITCH STAND FOR A SIDE TRACK TO THE SOUTH AND ABOUT
 MZ0647'2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0863 ***********************************************************************
 NC0863  DESIGNATION -  603 USE
 NC0863  PID         -  NC0863
 NC0863  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0863  USGS QUAD   -  WESTFIELD (1954)
 NC0863
 NC0863                         *CURRENT SURVEY CONTROL
 NC0863  ___________________________________________________________________
 NC0863* NAD 83(1986)-  42 20 43.     (N)    079 35 47.     (W)     SCALED    
 NC0863* NAVD 88     -       176.845  (meters)     580.20   (feet)  ADJUSTED  
 NC0863  ___________________________________________________________________
 NC0863  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0863  DYNAMIC HT  -         176.785 (meters)     580.00  (feet)  COMP
 NC0863  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 NC0863
 NC0863  VERT ORDER  -  FIRST     CLASS II
 NC0863
 NC0863.The horizontal coordinates were scaled from a topographic map and have
 NC0863.an estimated accuracy of +/- 6 seconds.
 NC0863
 NC0863.The orthometric height was determined by differential leveling
 NC0863.and adjusted by the National Geodetic Survey in November 1993..
 NC0863
 NC0863.The geoid height was determined by GEOID03.
 NC0863
 NC0863.The dynamic height is computed by dividing the NAVD 88
 NC0863.geopotential number by the normal gravity value computed on the
 NC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0863.degrees latitude (g = 980.6199 gals.).
 NC0863
 NC0863.The modeled gravity was interpolated from observed gravity values.
 NC0863
 NC0863;                    North         East    Units  Estimated Accuracy
 NC0863;SPC NY W     -   260,940.      266,530.      MT  (+/- 180 meters Scaled)
 NC0863
 NC0863                          SUPERSEDED SURVEY CONTROL
 NC0863
 NC0863  NAVD 88 (06/15/91)  176.847  (m)          580.21   (f) UNKNOWN     1 2
 NC0863  NGVD 29 (06/03/92)  177.002  (m)          580.71   (f) ADJUSTED    1 2
 NC0863
 NC0863.Superseded values are not recommended for survey control.
 NC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0863.See file dsdata.txt to determine how the superseded data were derived.
 NC0863
 NC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG156890(NAD 83)
 NC0863_MARKER: DD = SURVEY DISK
 NC0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0863_SP_SET: CONCRETE PIER
 NC0863_STAMPING: 603 74
 NC0863_MARK LOGO: USE   
 NC0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0863+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0863
 NC0863  HISTORY     - Date     Condition        Report By
 NC0863  HISTORY     - 1974     MONUMENTED       USE
 NC0863  HISTORY     - 1983     GOOD             NGS
 NC0863  HISTORY     - 19991115 GOOD             USPSQD
 NC0863  HISTORY     - 20041104 GOOD             USPSQD
 NC0863  HISTORY     - 20060429 GOOD             GEOCAC
 NC0863
 NC0863                          STATION DESCRIPTION
 NC0863
 NC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0863'IN BARCELONA.
 NC0863'IN BARCELONA, AT THE NORTH END OF THE WEST BREAKWALL OF THE HARBOR, IN
 NC0863'TOP OF THE FIRST CONCRETE CIRCLE FROM THE NORTH END, 0.91 METER
 NC0863'(3.0 FT) SOUTH OF THE RED HARBOR SAFETY LIGHT, 4.91 METERS (16.1 FT)
 NC0863'EAST OF THE WEST EDGE OF THE PIER.
 NC0863'THE MARK IS ABOVE LEVEL WITH PIER.
 NC0863
 NC0863                          STATION RECOVERY (1999)
 NC0863
 NC0863'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0863'RECOVERED IN GOOD CONDITION.
 NC0863
 NC0863                          STATION RECOVERY (2004)
 NC0863
 NC0863'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 NC0863'RECOVERED IN GOOD CONDITION.
 NC0863
 NC0863                          STATION RECOVERY (2006)
 NC0863
 NC0863'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0015 ***********************************************************************
 NC0015  DESIGNATION -  60.68
 NC0015  PID         -  NC0015
 NC0015  STATE/COUNTY-  NY/WYOMING
 NC0015  USGS QUAD   -  PIKE (1976)
 NC0015
 NC0015                         *CURRENT SURVEY CONTROL
 NC0015  ___________________________________________________________________
 NC0015* NAD 83(1986)-  42 36 11.     (N)    078 13 04.     (W)     SCALED    
 NC0015* NAVD 88     -       538.52   (+/-2cm)    1766.8    (feet)  VERTCON   
 NC0015  ___________________________________________________________________
 NC0015  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NC0015
 NC0015  VERT ORDER  -  THIRD (See Below)
 NC0015
 NC0015.The horizontal coordinates were scaled from a topographic map and have
 NC0015.an estimated accuracy of +/- 6 seconds.
 NC0015
 NC0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0015.The vertical order pertains to the NGVD 29 superseded value.
 NC0015
 NC0015.The geoid height was determined by GEOID03.
 NC0015
 NC0015;                    North         East    Units  Estimated Accuracy
 NC0015;SPC NY W     -   289,140.      380,000.      MT  (+/- 180 meters Scaled)
 NC0015
 NC0015                          SUPERSEDED SURVEY CONTROL
 NC0015
 NC0015  NGVD 29 (??/??/??)  538.65   (m)         1767.2    (f) RESET       3  
 NC0015
 NC0015.Superseded values are not recommended for survey control.
 NC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0015.See file dsdata.txt to determine how the superseded data were derived.
 NC0015
 NC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH282204(NAD 83)
 NC0015_MARKER: Z = SEE DESCRIPTION
 NC0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0015_SP_SET: CULVERT
 NC0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0015
 NC0015  HISTORY     - Date     Condition        Report By
 NC0015  HISTORY     - UNK      MONUMENTED       BORR
 NC0015  HISTORY     - 1929     GOOD             NGS
 NC0015
 NC0015                          STATION DESCRIPTION
 NC0015
 NC0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0015'10.8 MI S FROM SILVER LAKE JUNCTION.
 NC0015'ON CULVERT 60.68, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0015'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0366 ***********************************************************************
 NC0366  DESIGNATION -  608 USE
 NC0366  PID         -  NC0366
 NC0366  STATE/COUNTY-  NY/ERIE
 NC0366  USGS QUAD   -  BUFFALO NW (1965)
 NC0366
 NC0366                         *CURRENT SURVEY CONTROL
 NC0366  ___________________________________________________________________
 NC0366* NAD 83(1986)-  42 53 16.     (N)    078 53 32.     (W)     SCALED    
 NC0366* NAVD 88     -       176.421  (meters)     578.81   (feet)  ADJUSTED  
 NC0366  ___________________________________________________________________
 NC0366  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 NC0366  DYNAMIC HT  -         176.375 (meters)     578.66  (feet)  COMP
 NC0366  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 NC0366
 NC0366  VERT ORDER  -  FIRST     CLASS 0
 NC0366
 NC0366.The horizontal coordinates were scaled from a topographic map and have
 NC0366.an estimated accuracy of +/- 6 seconds.
 NC0366
 NC0366.The orthometric height was determined by differential leveling
 NC0366.and adjusted by the National Geodetic Survey in June 1991..
 NC0366
 NC0366.The geoid height was determined by GEOID03.
 NC0366
 NC0366.The dynamic height is computed by dividing the NAVD 88
 NC0366.geopotential number by the normal gravity value computed on the
 NC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0366.degrees latitude (g = 980.6199 gals.).
 NC0366
 NC0366.The modeled gravity was interpolated from observed gravity values.
 NC0366
 NC0366;                    North         East    Units  Estimated Accuracy
 NC0366;SPC NY W     -   320,750.      324,770.      MT  (+/- 180 meters Scaled)
 NC0366
 NC0366                          SUPERSEDED SURVEY CONTROL
 NC0366
 NC0366  NGVD 29 (??/??/92)  176.577  (m)          579.32   (f) ADJ UNCH    1 0
 NC0366
 NC0366.Superseded values are not recommended for survey control.
 NC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0366.See file dsdata.txt to determine how the superseded data were derived.
 NC0366
 NC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH721505(NAD 83)
 NC0366_MARKER: DB = BENCH MARK DISK
 NC0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0366_SP_SET: WALL
 NC0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0366
 NC0366  HISTORY     - Date     Condition        Report By
 NC0366  HISTORY     - UNK      MONUMENTED       USE
 NC0366  HISTORY     - 1970     GOOD             USLS
 NC0366  HISTORY     - 1977     GOOD             NGS
 NC0366  HISTORY     - 1988     GOOD             USPSQD
 NC0366
 NC0366                          STATION DESCRIPTION
 NC0366
 NC0366'DESCRIBED BY US LAKE SURVEY 1970
 NC0366'IN BUFFALO.
 NC0366'608 A CONTROL POINT OF THE U. S. ARMY ENGINEER DISTRICT, BUFFALO, IS
 NC0366'AT BUFFALO, ERIE COUNTY, NEW YORK, IN LA SALLE PARK, 0.78 MILE SOUTH
 NC0366'OF PORTER STREET, AT ANGLE IN CONCRETE WALL OF BLACK ROCK CANAL
 NC0366'ADJACENT TO LIGHT NO. 4, 2.0 FEET FROM ANGLE IN WALL, 1.0 FOOT FROM
 NC0366'THE LIGHT BASE, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 NC0366'OVER CROSS OF CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NC0366
 NC0366                          STATION RECOVERY (1977)
 NC0366
 NC0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0366'RECOVERED IN GOOD CONDITION.
 NC0366
 NC0366                          STATION RECOVERY (1988)
 NC0366
 NC0366'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCM)
 NC0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0374 ***********************************************************************
 LY0374  DESIGNATION -  608.9
 LY0374  PID         -  LY0374
 LY0374  STATE/COUNTY-  NY/ORANGE
 LY0374  USGS QUAD   -  MONROE (1981)
 LY0374
 LY0374                         *CURRENT SURVEY CONTROL
 LY0374  ___________________________________________________________________
 LY0374* NAD 83(1986)-  41 19 43.     (N)    074 11 16.     (W)     SCALED    
 LY0374* NAVD 88     -       185.26   (+/-2cm)     607.8    (feet)  VERTCON   
 LY0374  ___________________________________________________________________
 LY0374  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY0374
 LY0374  VERT ORDER  -  ? (See Below)
 LY0374
 LY0374.The horizontal coordinates were scaled from a topographic map and have
 LY0374.an estimated accuracy of +/- 6 seconds.
 LY0374
 LY0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0374.The vertical order pertains to the NGVD 29 superseded value.
 LY0374
 LY0374.The geoid height was determined by GEOID03.
 LY0374
 LY0374;                    North         East    Units  Estimated Accuracy
 LY0374;SPC NY E     -   277,090.      176,140.      MT  (+/- 180 meters Scaled)
 LY0374
 LY0374                          SUPERSEDED SURVEY CONTROL
 LY0374
 LY0374  NGVD 29 (??/??/92)  185.517  (m)          608.65   (f) ADJ UNCH    ?  
 LY0374
 LY0374.Superseded values are not recommended for survey control.
 LY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0374.See file dsdata.txt to determine how the superseded data were derived.
 LY0374
 LY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL679755(NAD 83)
 LY0374_MARKER: Q = CHISELED SQUARE
 LY0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0374_SP_SET: STEP
 LY0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0374
 LY0374  HISTORY     - Date     Condition        Report By
 LY0374  HISTORY     - UNK      MONUMENTED       USGS
 LY0374  HISTORY     - 1935     GOOD             NGS
 LY0374  HISTORY     - 20030404 MARK NOT FOUND   USPSQD
 LY0374
 LY0374                          STATION DESCRIPTION
 LY0374
 LY0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0374'AT MONROE.
 LY0374'AT MONROE, ORANGE COUNTY, AT THE CITIZENS BANK, ON THE TOP OF THE
 LY0374'LOWER ENTRANCE STEP, 3 FEET SOUTH OF THE BUILDING LINE, AND 2.5
 LY0374'FEET WEST OF THE CENTER OF THE ENTRANCE.  A CHISELED SQUARE.
 LY0374
 LY0374                          STATION RECOVERY (2003)
 LY0374
 LY0374'RECOVERY NOTE BY US POWER SQUADRON 2003 (TOC)
 LY0374'SUBMITTED BY THOMAS O'CONNOR MEMBER OF TAPPAN ZEE SAIL AND POWER
 LY0374'SQUADRON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0365 ***********************************************************************
 NC0365  DESIGNATION -  609 USE
 NC0365  PID         -  NC0365
 NC0365  STATE/COUNTY-  NY/ERIE
 NC0365  USGS QUAD   -  BUFFALO NW (1965)
 NC0365
 NC0365                         *CURRENT SURVEY CONTROL
 NC0365  ___________________________________________________________________
 NC0365* NAD 83(1986)-  42 53 24.     (N)    078 53 42.     (W)     SCALED    
 NC0365* NAVD 88     -       176.274  (meters)     578.33   (feet)  ADJUSTED  
 NC0365  ___________________________________________________________________
 NC0365  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 NC0365  DYNAMIC HT  -         176.228 (meters)     578.17  (feet)  COMP
 NC0365  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 NC0365
 NC0365  VERT ORDER  -  FIRST     CLASS 0
 NC0365
 NC0365.The horizontal coordinates were scaled from a topographic map and have
 NC0365.an estimated accuracy of +/- 6 seconds.
 NC0365
 NC0365.The orthometric height was determined by differential leveling
 NC0365.and adjusted by the National Geodetic Survey in June 1991..
 NC0365
 NC0365.The geoid height was determined by GEOID03.
 NC0365
 NC0365.The dynamic height is computed by dividing the NAVD 88
 NC0365.geopotential number by the normal gravity value computed on the
 NC0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0365.degrees latitude (g = 980.6199 gals.).
 NC0365
 NC0365.The modeled gravity was interpolated from observed gravity values.
 NC0365
 NC0365;                    North         East    Units  Estimated Accuracy
 NC0365;SPC NY W     -   321,000.      324,540.      MT  (+/- 180 meters Scaled)
 NC0365
 NC0365                          SUPERSEDED SURVEY CONTROL
 NC0365
 NC0365  NGVD 29 (??/??/92)  176.433  (m)          578.85   (f) ADJ UNCH    1 0
 NC0365
 NC0365.Superseded values are not recommended for survey control.
 NC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0365.See file dsdata.txt to determine how the superseded data were derived.
 NC0365
 NC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH718507(NAD 83)
 NC0365_MARKER: DB = BENCH MARK DISK
 NC0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0365_SP_SET: WALL
 NC0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0365
 NC0365  HISTORY     - Date     Condition        Report By
 NC0365  HISTORY     - UNK      MONUMENTED       USE
 NC0365  HISTORY     - 1970     GOOD             USLS
 NC0365  HISTORY     - 1977     GOOD             NGS
 NC0365
 NC0365                          STATION DESCRIPTION
 NC0365
 NC0365'DESCRIBED BY US LAKE SURVEY 1970
 NC0365'IN BUFFALO.
 NC0365'A CONTROL POINT OF THE U. S. ARMY ENGINEER DISTRICT, BUFFALO, IS AT
 NC0365'BUFFALO, ERIE COUNTY, NEW YORK, IN LA SALLE PARK, 0.57 MILE SOUTH OF
 NC0365'PORTER STREET, IN CONCRETE WALL ALONG THE BLACK ROCK CANAL, 3.0 FEET
 NC0365'SOUTHEASTERLY OF A MOORING POST, 2.0 FEET FROM CANAL FACE OF THE
 NC0365'CONCRETE, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER
 NC0365'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NC0365
 NC0365                          STATION RECOVERY (1977)
 NC0365
 NC0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0846 ***********************************************************************
 OD0846  DESIGNATION -  61
 OD0846  PID         -  OD0846
 OD0846  STATE/COUNTY-  NY/WASHINGTON
 OD0846  USGS QUAD   -  HUDSON FALLS (1966)
 OD0846
 OD0846                         *CURRENT SURVEY CONTROL
 OD0846  ___________________________________________________________________
 OD0846* NAD 83(1986)-  43 16 38.     (N)    073 34 17.     (W)     SCALED    
 OD0846* NAVD 88     -        41.937  (meters)     137.59   (feet)  POSTED    
 OD0846  ___________________________________________________________________
 OD0846  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 OD0846  DYNAMIC HT  -          41.930 (meters)     137.57  (feet)  COMP
 OD0846  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 OD0846
 OD0846  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OD0846
 OD0846.The horizontal coordinates were scaled from a topographic map and have
 OD0846.an estimated accuracy of +/- 6 seconds.
 OD0846
 OD0846.The orthometric height was determined by differential leveling
 OD0846.and adjusted by the National Geodetic Survey in 1992..
 OD0846.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OD0846.rate of 1.1 thru 2.0 mm/km.
 OD0846
 OD0846.The geoid height was determined by GEOID03.
 OD0846
 OD0846.The dynamic height is computed by dividing the NAVD 88
 OD0846.geopotential number by the normal gravity value computed on the
 OD0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0846.degrees latitude (g = 980.6199 gals.).
 OD0846
 OD0846.The modeled gravity was interpolated from observed gravity values.
 OD0846
 OD0846;                    North         East    Units  Estimated Accuracy
 OD0846;SPC NY E     -   493,890.      225,370.      MT  (+/- 180 meters Scaled)
 OD0846
 OD0846                          SUPERSEDED SURVEY CONTROL
 OD0846
 OD0846.No superseded survey control is available for this station.
 OD0846
 OD0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN159925(NAD 83)
 OD0846_MARKER: B = BOLT
 OD0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0846_SP_SET: SEMAPHORE
 OD0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0846
 OD0846  HISTORY     - Date     Condition        Report By
 OD0846  HISTORY     - UNK      MONUMENTED       DHRR
 OD0846  HISTORY     - 1955     MARK NOT FOUND   NGS
 OD0846
 OD0846                          STATION DESCRIPTION
 OD0846
 OD0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0846'0.7 MI NE FROM FORT EDWARD.
 OD0846'ABOUT 0.7 MILE NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0846'THE STATION AT FORT EDWARD, WASHINGTON COUNTY, AT SEMAPHORE 56.1 AND
 OD0846'AT THE NORTH CORNER OF THE FOUNDATION. THE TOP OF AN ANCHOR BOLT.
 OD0846'NOTE--IT APPEARS THAT NEW CONCRETE FOUNDATION HAS BEEN BUILT FOR BLOCK
 OD0846'SIGNAL AND APPARENTLY NOT IN SAME LOCATION.  MARK COULD NOT BE
 OD0846'IDENTIFIED SO NONE OF THE BOLTS OF NEW SIGNAL WERE TIED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2435 ***********************************************************************
 OF2435  DESIGNATION -  611 7 NYGS 1969
 OF2435  PID         -  OF2435
 OF2435  STATE/COUNTY-  NY/MONROE
 OF2435  USGS QUAD   -  CLIFTON (1971)
 OF2435
 OF2435                         *CURRENT SURVEY CONTROL
 OF2435  ___________________________________________________________________
 OF2435* NAD 83(1996)-  43 02 53.52761(N)    077 49 12.30984(W)     ADJUSTED  
 OF2435* NAVD 88     -       189.48   (+/-2cm)     621.7    (feet)  VERTCON   
 OF2435  ___________________________________________________________________
 OF2435  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OF2435  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OF2435
 OF2435  HORZ ORDER  -  SECOND
 OF2435  VERT ORDER  -  THIRD ? (See Below)
 OF2435
 OF2435.The horizontal coordinates were established by classical geodetic methods
 OF2435.and adjusted by the National Geodetic Survey in January 1999..
 OF2435
 OF2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2435.The vertical order pertains to the NGVD 29 superseded value.
 OF2435
 OF2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2435
 OF2435.The geoid height was determined by GEOID03.
 OF2435
 OF2435;                    North         East     Units Scale Factor Converg.
 OF2435;SPC NY W     -   338,807.355   412,183.491   MT  0.99998505   +0 31 15.7
 OF2435;SPC NY W     - 1,111,570.46  1,352,305.34   sFT  0.99998505   +0 31 15.7
 OF2435;UTM  18      - 4,770,027.730   270,312.737   MT  1.00024905   -1 55 33.1
 OF2435
 OF2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2435!SPC NY W     -   0.99997578  x   0.99998505  =   0.99996083
 OF2435!UTM  18      -   0.99997578  x   1.00024905  =   1.00022482
 OF2435
 OF2435:                Primary Azimuth Mark                     Grid Az
 OF2435:SPC NY W     -  611 8 MCGS 1969                          224 50 40.4
 OF2435:UTM  18      -  611 8 MCGS 1969                          227 17 29.2
 OF2435
 OF2435|---------------------------------------------------------------------|
 OF2435| PID    Reference Object                     Distance      Geod. Az  |
 OF2435|                                                           dddmmss.s |
 OF2435| OF2439 611 8 MCGS 1969                     APPROX. 0.6 KM 2252156.1 |
 OF2435|---------------------------------------------------------------------|
 OF2435
 OF2435                          SUPERSEDED SURVEY CONTROL
 OF2435
 OF2435  NAD 83(1986)-  43 02 53.53451(N)    077 49 12.30777(W) AD(       ) 2
 OF2435  NAD 27      -  43 02 53.31203(N)    077 49 13.28104(W) AD(       ) 2
 OF2435  NGVD 29 (07/19/86)  189.65   (m)          622.2    (f) LEVELING    3  
 OF2435
 OF2435.Superseded values are not recommended for survey control.
 OF2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2435.See file dsdata.txt to determine how the superseded data were derived.
 OF2435
 OF2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7031370028(NAD 83)
 OF2435_MARKER: DD = SURVEY DISK
 OF2435_SETTING: 0 = UNSPECIFIED SETTING
 OF2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2435
 OF2435  HISTORY     - Date     Condition        Report By
 OF2435  HISTORY     - 1939     MONUMENTED       NYGS
 OF2435  HISTORY     - 1969     GOOD             CGS
 OF2435
 OF2435                          STATION DESCRIPTION
 OF2435
 OF2435'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2435'IN CHILI, 1.4 MILES NORTH OF JUNCTION OF HOSMER AND STEARNS ROADS,
 OF2435'15.3 FEET EAST OF CENTER LINE OF HOSMER ROAD, AT CURVE TO LEFT,
 OF2435'19.1 FEET NORTH OF 8-INCH ELM SCRUB, 9.4 FEET EAST OF POINT OF
 OF2435'INTERSECTION OF TANGENTS OF CENTER LINES OF ROADS, 6.2 FEET
 OF2435'SOUTHEAST OF RANGE LINE OF CENTER LINE OF ROAD BEARING SOUTH, 3.5
 OF2435'FEET WEST OF EAST RIGHT-OF-WAY FENCE, AND 3.2 FEET NORTHEAST OF
 OF2435'U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2435'SURVEY STANDARD DISK AND 0.6 FOOT ABOVE GROUND.
 OF2435
 OF2435                          STATION RECOVERY (1969)
 OF2435
 OF2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2435'ORIGINAL DESCRIPTION INADEQUATE NEW DESCRIPTION AS FOLLOWS--
 OF2435'
 OF2435'IN CHILI ON HOSMER ROAD.
 OF2435'
 OF2435'1.4 MILES NORTHEAST OF JUNCTION OF HOSMER AND STEARNS ROAD NEAR
 OF2435'INTERSECTION OF PAVEMENT CENTERLINES OF HOSMER ROAD AND CHILI-RIGA
 OF2435'T.L. ROAD.
 OF2435'
 OF2435'57.0 FEET NORTHEAST OF CENTERLINE OF CHILI-RIGA T.L. RD.
 OF2435'
 OF2435'5.0 FEET WEST OF FENCE.
 OF2435'
 OF2435'1.0 FEET EAST OF WITNESS POST.
 OF2435'
 OF2435'86.7 FEET NORTH NORTHEAST OF POLE.
 OF2435'
 OF2435'26.4 FEET NORTH OF 6 INCH CHERRY TREE.
 OF2435'
 OF2435'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2435'STANDARD DISK IN CONCRETE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2439 ***********************************************************************
 OF2439  DESIGNATION -  611 8 MCGS 1969
 OF2439  PID         -  OF2439
 OF2439  STATE/COUNTY-  NY/MONROE
 OF2439  USGS QUAD   -  CLIFTON (1971)
 OF2439
 OF2439                         *CURRENT SURVEY CONTROL
 OF2439  ___________________________________________________________________
 OF2439* NAD 83(1996)-  43 02 39.75681(N)    077 49 31.32560(W)     ADJUSTED  
 OF2439* NAVD 88     -       195.1    (meters)     640.     (feet)  VERTCON   
 OF2439  ___________________________________________________________________
 OF2439  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 OF2439  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OF2439
 OF2439  HORZ ORDER  -  SECOND
 OF2439
 OF2439.The horizontal coordinates were established by classical geodetic methods
 OF2439.and adjusted by the National Geodetic Survey in January 1999..
 OF2439
 OF2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2439
 OF2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2439
 OF2439.The geoid height was determined by GEOID03.
 OF2439
 OF2439;                    North         East     Units Scale Factor Converg.
 OF2439;SPC NY W     -   338,378.521   411,756.978   MT  0.99998440   +0 31 02.6
 OF2439;SPC NY W     - 1,110,163.53  1,350,906.02   sFT  0.99998440   +0 31 02.6
 OF2439;UTM  18      - 4,769,617.387   269,868.187   MT  1.00025156   -1 55 45.6
 OF2439
 OF2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2439!SPC NY W     -   0.99997489  x   0.99998440  =   0.99995929
 OF2439!UTM  18      -   0.99997489  x   1.00025156  =   1.00022644
 OF2439
 OF2439:                Primary Azimuth Mark                     Grid Az
 OF2439:SPC NY W     -  SACKETT                                  187 59 57.5
 OF2439:UTM  18      -  SACKETT                                  190 26 45.7
 OF2439
 OF2439|---------------------------------------------------------------------|
 OF2439| PID    Reference Object                     Distance      Geod. Az  |
 OF2439|                                                           dddmmss.s |
 OF2439| OF2452 SACKETT                             APPROX. 0.7 KM 1883100.1 |
 OF2439|---------------------------------------------------------------------|
 OF2439
 OF2439                          SUPERSEDED SURVEY CONTROL
 OF2439
 OF2439  NAD 83(1986)-  43 02 39.76371(N)    077 49 31.32351(W) AD(       ) 2
 OF2439  NAD 27      -  43 02 39.54150(N)    077 49 32.29607(W) AD(       ) 2
 OF2439  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 OF2439
 OF2439.Superseded values are not recommended for survey control.
 OF2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2439.See file dsdata.txt to determine how the superseded data were derived.
 OF2439
 OF2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6986869617(NAD 83)
 OF2439_MARKER: DD = SURVEY DISK
 OF2439_SETTING: 0 = UNSPECIFIED SETTING
 OF2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2439
 OF2439  HISTORY     - Date     Condition        Report By
 OF2439  HISTORY     - 1969     MONUMENTED       NY-055
 OF2439
 OF2439                          STATION DESCRIPTION
 OF2439
 OF2439'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2439'IN RIGA ALONG HOSMER ROAD.
 OF2439'
 OF2439'0.4 MILE NORTHEAST OF JENKINS ROAD.
 OF2439'
 OF2439'0.38 MILE NORTH OF STATION SACKETT 1969.
 OF2439'
 OF2439'18.0 FEET NORTHWEST OF CENTERLINE OF HOSMER ROAD.
 OF2439'
 OF2439'6.3 FEET SOUTH OF SOUTH END OF 15 INCH CULVERT UNDER FARM ROAD.
 OF2439'
 OF2439'44.0 FEET SOUTHWEST OF NORTH END OF 15 INCH CULVERT UNDER FARM
 OF2439'ROAD.
 OF2439'
 OF2439'132.2 FEET SOUTHWEST OF NORTH END OF CULVERT UNDER HIGHWAY.
 OF2439'
 OF2439'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2439'STAMPED 611-8 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0741 ***********************************************************************
 NB0741  DESIGNATION -  612 OSWEGO
 NB0741  PID         -  NB0741
 NB0741  STATE/COUNTY-  NY/SENECA
 NB0741  USGS QUAD   -  ROMULUS (1953)
 NB0741
 NB0741                         *CURRENT SURVEY CONTROL
 NB0741  ___________________________________________________________________
 NB0741* NAD 83(1986)-  42 48 51.     (N)    076 48 34.     (W)     SCALED    
 NB0741* NAVD 88     -       186.635  (meters)     612.32   (feet)  ADJUSTED  
 NB0741  ___________________________________________________________________
 NB0741  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NB0741  DYNAMIC HT  -         186.584 (meters)     612.15  (feet)  COMP
 NB0741  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 NB0741
 NB0741  VERT ORDER  -  SECOND    CLASS 0
 NB0741
 NB0741.The horizontal coordinates were scaled from a topographic map and have
 NB0741.an estimated accuracy of +/- 6 seconds.
 NB0741
 NB0741.The orthometric height was determined by differential leveling
 NB0741.and adjusted by the National Geodetic Survey in June 1991..
 NB0741
 NB0741.The geoid height was determined by GEOID03.
 NB0741
 NB0741.The dynamic height is computed by dividing the NAVD 88
 NB0741.geopotential number by the normal gravity value computed on the
 NB0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0741.degrees latitude (g = 980.6199 gals.).
 NB0741
 NB0741.The modeled gravity was interpolated from observed gravity values.
 NB0741
 NB0741;                    North         East    Units  Estimated Accuracy
 NB0741;SPC NY C     -   312,550.      231,510.      MT  (+/- 180 meters Scaled)
 NB0741
 NB0741                          SUPERSEDED SURVEY CONTROL
 NB0741
 NB0741  NGVD 29 (??/??/92)  186.808  (m)          612.89   (f) ADJ UNCH    2 0
 NB0741
 NB0741.Superseded values are not recommended for survey control.
 NB0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0741.See file dsdata.txt to determine how the superseded data were derived.
 NB0741
 NB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN520417(NAD 83)
 NB0741_MARKER: DD = SURVEY DISK
 NB0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0741_SP_SET: BUILDING
 NB0741_STAMPING: 612 OSWEGO
 NB0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0741
 NB0741  HISTORY     - Date     Condition        Report By
 NB0741  HISTORY     - UNK      MONUMENTED       USGS
 NB0741  HISTORY     - 1942     GOOD             NGS
 NB0741  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NB0741  HISTORY     - 1989     GOOD             USPSQD
 NB0741  HISTORY     - 20011212 GOOD             USPSQD
 NB0741  HISTORY     - 20050926 GOOD             USPSQD
 NB0741
 NB0741                          STATION DESCRIPTION
 NB0741
 NB0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0741'AT FAYETTE.
 NB0741'AT FAYETTE, SENECA COUNTY, IN THE NORTHWEST CORNER OF THE DUTCH
 NB0741'REFORM CHURCH, 96 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 414,
 NB0741'46 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ASPHALT ROAD,
 NB0741'AND 1.4 FEET HIGHER THAN THE GROUND. A UNITED STATES GEOLOGICAL
 NB0741'SURVEY STANDARD DISK, STAMPED 612 OSWEGO AND SET VERTICALLY.
 NB0741
 NB0741                          STATION RECOVERY (1984)
 NB0741
 NB0741'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB0741'MARK NOT FOUND.
 NB0741
 NB0741                          STATION RECOVERY (1989)
 NB0741
 NB0741'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0741'RECOVERED IN GOOD CONDITION.
 NB0741
 NB0741                          STATION RECOVERY (2001)
 NB0741
 NB0741'RECOVERY NOTE BY US POWER SQUADRON 2001 (RP)
 NB0741'RECOVERED IN GOOD CONDITION.
 NB0741
 NB0741                          STATION RECOVERY (2005)
 NB0741
 NB0741'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0978 ***********************************************************************
 OD0978  DESIGNATION -  613
 OD0978  PID         -  OD0978
 OD0978  STATE/COUNTY-  NY/SARATOGA
 OD0978  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0978
 OD0978                         *CURRENT SURVEY CONTROL
 OD0978  ___________________________________________________________________
 OD0978* NAD 83(1986)-  43 19 01.     (N)    073 50 34.     (W)     SCALED    
 OD0978* NAVD 88     -       186.910  (meters)     613.22   (feet)  ADJUSTED  
 OD0978  ___________________________________________________________________
 OD0978  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 OD0978  DYNAMIC HT  -         186.868 (meters)     613.08  (feet)  COMP
 OD0978  MODELED GRAV-     980,393.4   (mgal)                       NAVD 88
 OD0978
 OD0978  VERT ORDER  -  FIRST     CLASS II
 OD0978
 OD0978.The horizontal coordinates were scaled from a topographic map and have
 OD0978.an estimated accuracy of +/- 6 seconds.
 OD0978
 OD0978.The orthometric height was determined by differential leveling
 OD0978.and adjusted by the National Geodetic Survey in June 1991..
 OD0978.WARNING-Repeat measurements at this control monument indicate possible
 OD0978.vertical movement.
 OD0978
 OD0978.The geoid height was determined by GEOID03.
 OD0978
 OD0978.The dynamic height is computed by dividing the NAVD 88
 OD0978.geopotential number by the normal gravity value computed on the
 OD0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0978.degrees latitude (g = 980.6199 gals.).
 OD0978
 OD0978.The modeled gravity was interpolated from observed gravity values.
 OD0978
 OD0978;                    North         East    Units  Estimated Accuracy
 OD0978;SPC NY E     -   498,090.      203,310.      MT  (+/- 180 meters Scaled)
 OD0978
 OD0978                          SUPERSEDED SURVEY CONTROL
 OD0978
 OD0978  NGVD 29 (??/??/92)  187.041  (m)          613.65   (f) ADJ UNCH    1 2
 OD0978
 OD0978.Superseded values are not recommended for survey control.
 OD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0978.See file dsdata.txt to determine how the superseded data were derived.
 OD0978
 OD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN938966(NAD 83)
 OD0978_MARKER: DD = SURVEY DISK
 OD0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0978_SP_SET: BUILDING
 OD0978_STAMPING: 613 ALBANY
 OD0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0978
 OD0978  HISTORY     - Date     Condition        Report By
 OD0978  HISTORY     - UNK      MONUMENTED       USGS
 OD0978  HISTORY     - 1955     GOOD             NGS
 OD0978
 OD0978                          STATION DESCRIPTION
 OD0978
 OD0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0978'0.4 MI E FROM HADLEY.
 OD0978'ABOUT 0.15 MILE SOUTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0978'THE STATION AT HADLEY, THENCE ABOUT 0.25 MILE EAST ALONG A DIM ROAD,
 OD0978'IN FORK FORMED BY MOUTH OF SACANDAGA RIVER AND HUDSON RIVER, SET
 OD0978'VERTICALLY IN THE NORTHEAST FACE OF THE ABANDONED STONE BUILDING OF G.
 OD0978'WEST PAPER COMPANY, ABOUT 60 YARDS NORTH-NORTHEAST OF A LARGE SQUARE
 OD0978'BRICK STACK, 27 FEET SOUTHEAST OF CENTER OF OLD RAILROAD BED OF SPUR
 OD0978'TRACK, 1 1/2 FEET SOUTHEAST OF NORTH CORNER OF BUILDING AND 2 1/4 FEET
 OD0978'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2431 ***********************************************************************
 OF2431  DESIGNATION -  615 1 MCGS 1969
 OF2431  PID         -  OF2431
 OF2431  STATE/COUNTY-  NY/MONROE
 OF2431  USGS QUAD   -  CLIFTON (1971)
 OF2431
 OF2431                         *CURRENT SURVEY CONTROL
 OF2431  ___________________________________________________________________
 OF2431* NAD 83(1996)-  43 04 19.88914(N)    077 51 25.33243(W)     ADJUSTED  
 OF2431* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 OF2431  ___________________________________________________________________
 OF2431  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OF2431  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OF2431
 OF2431  HORZ ORDER  -  SECOND
 OF2431
 OF2431.The horizontal coordinates were established by classical geodetic methods
 OF2431.and adjusted by the National Geodetic Survey in January 1999..
 OF2431
 OF2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2431
 OF2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2431
 OF2431.The geoid height was determined by GEOID03.
 OF2431
 OF2431;                    North         East     Units Scale Factor Converg.
 OF2431;SPC NY W     -   341,445.556   409,149.955   MT  0.99998053   +0 29 45.7
 OF2431;SPC NY W     - 1,120,225.96  1,342,352.81   sFT  0.99998053   +0 29 45.7
 OF2431;UTM  18      - 4,772,793.825   267,393.826   MT  1.00026565   -1 57 07.2
 OF2431
 OF2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2431!SPC NY W     -   0.99997744  x   0.99998053  =   0.99995797
 OF2431!UTM  18      -   0.99997744  x   1.00026565  =   1.00024308
 OF2431
 OF2431|---------------------------------------------------------------------|
 OF2431| PID    Reference Object                     Distance      Geod. Az  |
 OF2431|                                                           dddmmss.s |
 OF2431| OF2427 615 MCGS 1969                       364.573 METERS 21751     |
 OF2431| OF2455 ATKINS                              APPROX. 0.9 KM 2791004.3 |
 OF2431|---------------------------------------------------------------------|
 OF2431
 OF2431                          SUPERSEDED SURVEY CONTROL
 OF2431
 OF2431  NAD 83(1986)-  43 04 19.89591(N)    077 51 25.33050(W) AD(       ) 2
 OF2431  NAD 27      -  43 04 19.67475(N)    077 51 26.29878(W) AD(       ) 2
 OF2431  NGVD 29 (07/19/86)  179.1    (m)          588.     (f) VERT ANG       
 OF2431
 OF2431.Superseded values are not recommended for survey control.
 OF2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2431.See file dsdata.txt to determine how the superseded data were derived.
 OF2431
 OF2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6739472794(NAD 83)
 OF2431_MARKER: DD = SURVEY DISK
 OF2431_SETTING: 0 = UNSPECIFIED SETTING
 OF2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2431
 OF2431  HISTORY     - Date     Condition        Report By
 OF2431  HISTORY     - 1969     MONUMENTED       NY-055
 OF2431
 OF2431                          STATION DESCRIPTION
 OF2431
 OF2431'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2431'IN RIGA, ALONG ATTRIDGE ROAD
 OF2431'
 OF2431'0.2 MILE NORTHEAST OF PALMER ROAD
 OF2431'
 OF2431'0.6 MILE EAST OF STATION ATKINS 1969
 OF2431'
 OF2431'12.5 FEET NORTHWEST OF CENTER OF ATTRIDGE ROAD
 OF2431'
 OF2431'8.6 FEET SOUTH OF SOUTH END OF 8 INCH PIPE UNDER FARM ENTRANCE
 OF2431'
 OF2431'22.0 FEET SOUTHWEST OF NORTH END OF SAME PIPE
 OF2431'
 OF2431'83.0 FEET WEST OF FIRE HYDRANT
 OF2431'
 OF2431'39.5 FEET NORTH WEST OF POLE NM7, RTC 64.66
 OF2431'
 OF2431'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 615-1 IN THE
 OF2431'TOP OF A CONCRETE POST 1.0 + OR - FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2430 ***********************************************************************
 OF2430  DESIGNATION -  615 2 NYGS 1969
 OF2430  PID         -  OF2430
 OF2430  STATE/COUNTY-  NY/MONROE
 OF2430  USGS QUAD   -  CLIFTON (1971)
 OF2430
 OF2430                         *CURRENT SURVEY CONTROL
 OF2430  ___________________________________________________________________
 OF2430* NAD 83(1996)-  43 04 34.60321(N)    077 51 09.33640(W)     ADJUSTED  
 OF2430* NAVD 88     -       175.75   (+/-2cm)     576.6    (feet)  VERTCON   
 OF2430  ___________________________________________________________________
 OF2430  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 OF2430  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OF2430
 OF2430  HORZ ORDER  -  SECOND
 OF2430  VERT ORDER  -  THIRD ? (See Below)
 OF2430
 OF2430.The horizontal coordinates were established by classical geodetic methods
 OF2430.and adjusted by the National Geodetic Survey in January 1999..
 OF2430
 OF2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2430.The vertical order pertains to the NGVD 29 superseded value.
 OF2430
 OF2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2430
 OF2430.The geoid height was determined by GEOID03.
 OF2430
 OF2430;                    North         East     Units Scale Factor Converg.
 OF2430;SPC NY W     -   341,902.741   409,507.869   MT  0.99998105   +0 29 56.7
 OF2430;SPC NY W     - 1,121,725.91  1,343,527.07   sFT  0.99998105   +0 29 56.7
 OF2430;UTM  18      - 4,773,235.430   267,771.049   MT  1.00026349   -1 56 56.8
 OF2430
 OF2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2430!SPC NY W     -   0.99997794  x   0.99998105  =   0.99995899
 OF2430!UTM  18      -   0.99997794  x   1.00026349  =   1.00024142
 OF2430
 OF2430                          SUPERSEDED SURVEY CONTROL
 OF2430
 OF2430  NAD 83(1986)-  43 04 34.60998(N)    077 51 09.33450(W) AD(       ) 2
 OF2430  NAD 27      -  43 04 34.38891(N)    077 51 10.30334(W) AD(       ) 2
 OF2430  NGVD 29 (07/19/86)  175.92   (m)          577.2    (f) LEVELING    3  
 OF2430
 OF2430.Superseded values are not recommended for survey control.
 OF2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2430.See file dsdata.txt to determine how the superseded data were derived.
 OF2430
 OF2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6777173235(NAD 83)
 OF2430_MARKER: DD = SURVEY DISK
 OF2430_SETTING: 0 = UNSPECIFIED SETTING
 OF2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2430
 OF2430  HISTORY     - Date     Condition        Report By
 OF2430  HISTORY     - 1939     MONUMENTED       NYGS
 OF2430  HISTORY     - 1969     GOOD             CGS
 OF2430
 OF2430                          STATION DESCRIPTION
 OF2430
 OF2430'DESCRIBED BY NEW YORK GEODETIC SURVEY 1939 (LRH)
 OF2430'IN RIGA, 0.6 MILE NORTH OF RIGA-BUCKBEE CORNERS ROAD, 21.1 FEET
 OF2430'NORTHWEST OF CENTER LINE OF ATTRIDGE ROAD, 104.5 FEET WEST OF
 OF2430'POLE 80, 104.3 FEET SOUTH OF NORTHEAST CORNER OF EAST FACE OF THE
 OF2430'H. AMESBURG BARN, 91.6 FEET SOUTH OF SOUTHEAST CORNER OF BARN,
 OF2430'91.1 FEET NORTH OF TELEPHONE POLE, 70.2 FEET NORTHEAST OF 14-INCH
 OF2430'MAPLE, 14.8 FEET SOUTHWEST OF 10-INCH MAPLE, AND 3.4 FEET
 OF2430'SOUTHWEST OF U.S. REFERENCE MARK.  STATION IS A U.S.C. AND G.S.
 OF2430'AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2430
 OF2430                          STATION RECOVERY (1969)
 OF2430
 OF2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2430'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2430'
 OF2430'IN RIGA ALONG ATTRIDGE ROAD
 OF2430'
 OF2430'0.55 MILE NORTHEAST OF PALMER ROAD
 OF2430'
 OF2430'0.85 MILE NORTHEAST OF STATION ATKINS 1969
 OF2430'
 OF2430'IN NORTHEAST CORNER OF LAWN OF HOUSE 1655
 OF2430'
 OF2430'20.0 FEET NORTHWEST OF CENTERLINE OF ATTRIDGE ROAD
 OF2430'
 OF2430'89.8 FEET EAST OF EAST CORNER OF HOUSE
 OF2430'
 OF2430'14.0 FEET SOUTHWEST OF 20-INCH MAPLE TREE
 OF2430'
 OF2430'57.0 FEET NORTHEAST OF CENTERLINE OF DRIVEWAY
 OF2430'
 OF2430'STATION IS A USC AND GS AND SS STANDARD DISK IN CONCRETE FLUSH
 OF2430'WITH GROUND AND STAMPED 165-2 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2427 ***********************************************************************
 OF2427  DESIGNATION -  615 MCGS 1969
 OF2427  PID         -  OF2427
 OF2427  STATE/COUNTY-  NY/MONROE
 OF2427  USGS QUAD   -  CLIFTON (1971)
 OF2427
 OF2427                         *CURRENT SURVEY CONTROL
 OF2427  ___________________________________________________________________
 OF2427* NAD 83(1996)-  43 04 10.55971(N)    077 51 35.21852(W)     ADJUSTED  
 OF2427* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 OF2427  ___________________________________________________________________
 OF2427  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 OF2427  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OF2427
 OF2427  HORZ ORDER  -  SECOND
 OF2427
 OF2427.The horizontal coordinates were established by classical geodetic methods
 OF2427.and adjusted by the National Geodetic Survey in January 1999..
 OF2427
 OF2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2427
 OF2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2427
 OF2427.The geoid height was determined by GEOID03.
 OF2427
 OF2427;                    North         East     Units Scale Factor Converg.
 OF2427;SPC NY W     -   341,155.738   408,928.790   MT  0.99998020   +0 29 38.8
 OF2427;SPC NY W     - 1,119,275.12  1,341,627.21   sFT  0.99998020   +0 29 38.8
 OF2427;UTM  18      - 4,772,513.638   267,160.417   MT  1.00026699   -1 57 13.6
 OF2427
 OF2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2427!SPC NY W     -   0.99997761  x   0.99998020  =   0.99995781
 OF2427!UTM  18      -   0.99997761  x   1.00026699  =   1.00024459
 OF2427
 OF2427|---------------------------------------------------------------------|
 OF2427| PID    Reference Object                     Distance      Geod. Az  |
 OF2427|                                                           dddmmss.s |
 OF2427| OF2431 615 1 MCGS 1969                     364.573 METERS 03751     |
 OF2427|---------------------------------------------------------------------|
 OF2427
 OF2427                          SUPERSEDED SURVEY CONTROL
 OF2427
 OF2427  NAD 83(1986)-  43 04 10.56649(N)    077 51 35.21658(W) AD(       ) 2
 OF2427  NAD 27      -  43 04 10.34509(N)    077 51 36.18458(W) AD(       ) 2
 OF2427  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 OF2427
 OF2427.Superseded values are not recommended for survey control.
 OF2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2427.See file dsdata.txt to determine how the superseded data were derived.
 OF2427
 OF2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6716072514(NAD 83)
 OF2427_MARKER: DD = SURVEY DISK
 OF2427_SETTING: 0 = UNSPECIFIED SETTING
 OF2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2427
 OF2427  HISTORY     - Date     Condition        Report By
 OF2427  HISTORY     - 1969     MONUMENTED       NY-055
 OF2427
 OF2427                          STATION DESCRIPTION
 OF2427
 OF2427'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2427'IN RIGA, AT INTERSECTION OF PALMER ROAD, ATTRIDGE ROAD, AND
 OF2427'CHILI-RIGA ROAD
 OF2427'
 OF2427'0.6 MILE SOUTHEAST OF STATION ATKINS 1969
 OF2427'
 OF2427'12.0 FEET EAST OF CENTER OF PALMER ROAD
 OF2427'
 OF2427'8.0 FEET NORTHWEST OF CENTER ATTRIDGE ROAD
 OF2427'
 OF2427'23.0 FEET NORTH OF CENTER CHILI-RIGA ROAD
 OF2427'
 OF2427'27.0 FEET SOUTH OF CATCH BASIN
 OF2427'
 OF2427'81.6 FEET NORTHWEST OF POLE NO. 317 RTC 1
 OF2427'
 OF2427'52.3 FEET NORTHWEST OF POLE NO. NM 190-1, 317 RTC 1/2
 OF2427'
 OF2427'44.5 FEET EAST OF POLE NO. 310 RTC 30
 OF2427'
 OF2427'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 615 IN THE TOP
 OF2427'OF A CONCRETE POST 1.1 FEET BELOW GRADE, IN A CAST IRON FRAME
 OF2427'AND COVER WHICH IS FLUSH WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0527 ***********************************************************************
 NC0527  DESIGNATION -  622 USGS
 NC0527  PID         -  NC0527
 NC0527  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0527  USGS QUAD   -  SILVER CREEK (1960)
 NC0527
 NC0527                         *CURRENT SURVEY CONTROL
 NC0527  ___________________________________________________________________
 NC0527* NAD 83(1986)-  42 32 46.     (N)    079 10 29.     (W)     SCALED    
 NC0527* NAVD 88     -       189.278  (meters)     620.99   (feet)  ADJUSTED  
 NC0527  ___________________________________________________________________
 NC0527  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NC0527  DYNAMIC HT  -         189.221 (meters)     620.80  (feet)  COMP
 NC0527  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NC0527
 NC0527  VERT ORDER  -  FIRST     CLASS II
 NC0527
 NC0527.The horizontal coordinates were scaled from a topographic map and have
 NC0527.an estimated accuracy of +/- 6 seconds.
 NC0527
 NC0527.The orthometric height was determined by differential leveling
 NC0527.and adjusted by the National Geodetic Survey in November 1993..
 NC0527.WARNING-Repeat measurements at this control monument indicate possible
 NC0527.vertical movement.
 NC0527
 NC0527.The geoid height was determined by GEOID03.
 NC0527
 NC0527.The dynamic height is computed by dividing the NAVD 88
 NC0527.geopotential number by the normal gravity value computed on the
 NC0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0527.degrees latitude (g = 980.6199 gals.).
 NC0527
 NC0527.The modeled gravity was interpolated from observed gravity values.
 NC0527
 NC0527;                    North         East    Units  Estimated Accuracy
 NC0527;SPC NY W     -   282,920.      301,430.      MT  (+/- 180 meters Scaled)
 NC0527
 NC0527                          SUPERSEDED SURVEY CONTROL
 NC0527
 NC0527  NAVD 88 (06/15/91)  189.278  (m)          620.99   (f) UNKNOWN     1 2
 NC0527  NGVD 29 (06/03/92)  189.416  (m)          621.44   (f) ADJUSTED    1 2
 NC0527
 NC0527.Superseded values are not recommended for survey control.
 NC0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0527.See file dsdata.txt to determine how the superseded data were derived.
 NC0527
 NC0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH498120(NAD 83)
 NC0527_MARKER: Q = CHISELED SQUARE
 NC0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0527_SP_SET: BRIDGE
 NC0527_MARK LOGO: USGS  
 NC0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0527
 NC0527  HISTORY     - Date     Condition        Report By
 NC0527  HISTORY     - UNK      MONUMENTED       USGS
 NC0527  HISTORY     - 1934     GOOD             NGS
 NC0527  HISTORY     - 1983     GOOD             NGS
 NC0527
 NC0527                          STATION DESCRIPTION
 NC0527
 NC0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NC0527'IN SILVER CREEK.
 NC0527'AT SILVER CREEK, CHAUTAUQUA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 NC0527'93 YARDS EAST OF THE EAST END OF THE STATION, AT BRIDGE 207 OVER
 NC0527'DUNKIRK STREET, ON THE TOP OF THE SOUTH END OF THE WEST PARAPET, 19.8
 NC0527'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK. A
 NC0527'CHISELED SQUARE.
 NC0527
 NC0527                          STATION RECOVERY (1983)
 NC0527
 NC0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1300 ***********************************************************************
 NB1300  DESIGNATION -  622.39
 NB1300  PID         -  NB1300
 NB1300  STATE/COUNTY-  NY/LIVINGSTON
 NB1300  USGS QUAD   -  SONYEA (1976)
 NB1300
 NB1300                         *CURRENT SURVEY CONTROL
 NB1300  ___________________________________________________________________
 NB1300* NAD 83(1986)-  42 40 54.     (N)    077 49 49.     (W)     SCALED    
 NB1300* NAVD 88     -       189.431  (meters)     621.49   (feet)  ADJUSTED  
 NB1300  ___________________________________________________________________
 NB1300  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NB1300  DYNAMIC HT  -         189.376 (meters)     621.31  (feet)  COMP
 NB1300  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 NB1300
 NB1300  VERT ORDER  -  FIRST     CLASS II
 NB1300
 NB1300.The horizontal coordinates were scaled from a topographic map and have
 NB1300.an estimated accuracy of +/- 6 seconds.
 NB1300
 NB1300.The orthometric height was determined by differential leveling
 NB1300.and adjusted by the National Geodetic Survey in June 1991..
 NB1300
 NB1300.The geoid height was determined by GEOID03.
 NB1300
 NB1300.The dynamic height is computed by dividing the NAVD 88
 NB1300.geopotential number by the normal gravity value computed on the
 NB1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1300.degrees latitude (g = 980.6199 gals.).
 NB1300
 NB1300.The modeled gravity was interpolated from observed gravity values.
 NB1300
 NB1300;                    North         East    Units  Estimated Accuracy
 NB1300;SPC NY W     -   298,080.      411,720.      MT  (+/- 180 meters Scaled)
 NB1300
 NB1300                          SUPERSEDED SURVEY CONTROL
 NB1300
 NB1300  NGVD 29 (??/??/92)  189.596  (m)          622.03   (f) ADJ UNCH    1 2
 NB1300
 NB1300.Superseded values are not recommended for survey control.
 NB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1300.See file dsdata.txt to determine how the superseded data were derived.
 NB1300
 NB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN681293(NAD 83)
 NB1300_MARKER: B = BOLT
 NB1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1300_SP_SET: BRIDGE
 NB1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1300
 NB1300  HISTORY     - Date     Condition        Report By
 NB1300  HISTORY     - UNK      MONUMENTED       PRR
 NB1300  HISTORY     - 1941     GOOD             NGS
 NB1300
 NB1300                          STATION DESCRIPTION
 NB1300
 NB1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1300'0.1 MI SW FROM SONYEA.
 NB1300'0.1 MILE SOUTHWEST ALONG PENNSYLVANIA RAILROAD FROM STATION AT
 NB1300'SONYEA, 0.1 MILE NORTH OF MILE POST NO. 41, SET IN THE WEST CORNER
 NB1300'OF THE SOUTH BRIDGE SEAT OF BRIDGE NO. 40-90, 9.8 FEET WEST OF THE
 NB1300'WEST RAIL OF THE TRACK, 2.6 FEET NORTH OF BM F-131, 1 FOOT SOUTH OF
 NB1300'THE NORTH EDGE OF BRIDGE SEAT, 0.8 FOOT EAST OF THE WEST END OF
 NB1300'BRIDGE SEAT, ABOUT 5 FEET BELOW TRACK LEVEL. A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2470 ***********************************************************************
 OF2470  DESIGNATION -  624 6 MCGS 1969
 OF2470  PID         -  OF2470
 OF2470  STATE/COUNTY-  NY/MONROE
 OF2470  USGS QUAD   -  CHURCHVILLE (1978)
 OF2470
 OF2470                         *CURRENT SURVEY CONTROL
 OF2470  ___________________________________________________________________
 OF2470* NAD 83(1996)-  43 05 32.05224(N)    077 55 13.43385(W)     ADJUSTED  
 OF2470* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 OF2470  ___________________________________________________________________
 OF2470  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OF2470  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OF2470
 OF2470  HORZ ORDER  -  SECOND
 OF2470
 OF2470.The horizontal coordinates were established by classical geodetic methods
 OF2470.and adjusted by the National Geodetic Survey in January 1999..
 OF2470
 OF2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2470
 OF2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2470
 OF2470.The geoid height was determined by GEOID03.
 OF2470
 OF2470;                    North         East     Units Scale Factor Converg.
 OF2470;SPC NY W     -   343,629.622   403,972.146   MT  0.99997332   +0 27 10.5
 OF2470;SPC NY W     - 1,127,391.52  1,325,365.28   sFT  0.99997332   +0 27 10.5
 OF2470;UTM  18      - 4,775,197.830   262,312.509   MT  1.00029505   -1 59 45.9
 OF2470;UTM  17      - 4,775,661.783   750,645.676   MT  1.00037291   +2 06 18.0
 OF2470
 OF2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2470!SPC NY W     -   0.99997620  x   0.99997332  =   0.99994952
 OF2470!UTM  18      -   0.99997620  x   1.00029505  =   1.00027125
 OF2470!UTM  17      -   0.99997620  x   1.00037291  =   1.00034910
 OF2470
 OF2470                          SUPERSEDED SURVEY CONTROL
 OF2470
 OF2470  NAD 83(1986)-  43 05 32.05883(N)    077 55 13.43202(W) AD(       ) 2
 OF2470  NAD 27      -  43 05 31.83928(N)    077 55 14.39168(W) AD(       ) 2
 OF2470  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 OF2470
 OF2470.Superseded values are not recommended for survey control.
 OF2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2470.See file dsdata.txt to determine how the superseded data were derived.
 OF2470
 OF2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6231375198(NAD 83)
 OF2470_MARKER: DD = SURVEY DISK
 OF2470_SETTING: 0 = UNSPECIFIED SETTING
 OF2470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2470
 OF2470  HISTORY     - Date     Condition        Report By
 OF2470  HISTORY     - 1969     MONUMENTED       CGS
 OF2470  HISTORY     - 1975     SEE DESCRIPTION  NY-055
 OF2470  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2470
 OF2470                          STATION DESCRIPTION
 OF2470
 OF2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2470'IN RIGA, ALONG BUFFALO ROAD, IN THE GRADE JUST EAST OF THE EAST
 OF2470'ABUTMENT OF BRIDGE OVER THE NEW YORK CENTRAL RR
 OF2470'
 OF2470'24.8 FEET SOUTH OF THE CENTER OF BUFFALO ROAD
 OF2470'
 OF2470'4.0 FEET EAST OF CONCRETE ABUTMENT
 OF2470'
 OF2470'4.8 FEET SOUTHEAST OF THE CENTER OF DRAIN
 OF2470'
 OF2470'1.4 FEET NORTH OF HANDRAIL CABLES
 OF2470'
 OF2470'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 624-6 IN THE
 OF2470'TOP OF A CONCRETE POST 1 FOOT BELOW GRADE IN A CAST-IRON FRAME
 OF2470'AND COVER WHICH IS AT GRADE.
 OF2470
 OF2470                          STATION RECOVERY (1975)
 OF2470
 OF2470'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2470'624-6 DESTROYED IN RECONSTRUCTION OF BRIDGE
 OF2470
 OF2470                          STATION RECOVERY (1994)
 OF2470
 OF2470'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0678 ***********************************************************************
 MZ0678  DESIGNATION -  6.248
 MZ0678  PID         -  MZ0678
 MZ0678  STATE/COUNTY-  NY/COLUMBIA
 MZ0678  USGS QUAD   -  RAVENA (1980)
 MZ0678
 MZ0678                         *CURRENT SURVEY CONTROL
 MZ0678  ___________________________________________________________________
 MZ0678* NAD 83(1986)-  42 26 28.     (N)    073 46 17.     (W)     SCALED    
 MZ0678* NAVD 88     -         2.606  (meters)       8.55   (feet)  ADJUSTED  
 MZ0678  ___________________________________________________________________
 MZ0678  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 MZ0678  DYNAMIC HT  -           2.606 (meters)       8.55  (feet)  COMP
 MZ0678  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 MZ0678
 MZ0678  VERT ORDER  -  FIRST     CLASS II
 MZ0678
 MZ0678.The horizontal coordinates were scaled from a topographic map and have
 MZ0678.an estimated accuracy of +/- 6 seconds.
 MZ0678
 MZ0678.The orthometric height was determined by differential leveling
 MZ0678.and adjusted by the National Geodetic Survey in June 1991..
 MZ0678
 MZ0678.The geoid height was determined by GEOID03.
 MZ0678
 MZ0678.The dynamic height is computed by dividing the NAVD 88
 MZ0678.geopotential number by the normal gravity value computed on the
 MZ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0678.degrees latitude (g = 980.6199 gals.).
 MZ0678
 MZ0678.The modeled gravity was interpolated from observed gravity values.
 MZ0678
 MZ0678;                    North         East    Units  Estimated Accuracy
 MZ0678;SPC NY E     -   400,850.      209,940.      MT  (+/- 180 meters Scaled)
 MZ0678
 MZ0678                          SUPERSEDED SURVEY CONTROL
 MZ0678
 MZ0678  NGVD 29 (??/??/92)    2.843  (m)            9.33   (f) ADJ UNCH    1 2
 MZ0678
 MZ0678.Superseded values are not recommended for survey control.
 MZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0678.See file dsdata.txt to determine how the superseded data were derived.
 MZ0678
 MZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM010994(NAD 83)
 MZ0678_MARKER: Q = CHISELED SQUARE
 MZ0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0678_SP_SET: MILEPOST
 MZ0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0678
 MZ0678  HISTORY     - Date     Condition        Report By
 MZ0678  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0678  HISTORY     - 1955     GOOD             NGS
 MZ0678
 MZ0678                          STATION DESCRIPTION
 MZ0678
 MZ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0678'2.35 MI S FROM SCHODACK LANDING.
 MZ0678'ABOUT 2.35 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0678'STATION AT SCHODACK LANDING, A 1-INCH OUTLINED SQUARE ON THE TOP OF
 MZ0678'BASE ON WEST SIDE OF MILE POST NY 128, 8 1/2 FEET EAST OF EAST RAIL OF
 MZ0678'EAST TRACK, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 3/4 FEET BELOW
 MZ0678'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0729 ***********************************************************************
 OD0729  DESIGNATION -  626
 OD0729  PID         -  OD0729
 OD0729  STATE/COUNTY-  NY/SARATOGA
 OD0729  USGS QUAD   -  CORINTH (1968)
 OD0729
 OD0729                         *CURRENT SURVEY CONTROL
 OD0729  ___________________________________________________________________
 OD0729* NAD 83(1986)-  43 14 39.     (N)    073 49 53.     (W)     SCALED    
 OD0729* NAVD 88     -       190.604  (meters)     625.34   (feet)  ADJUSTED  
 OD0729  ___________________________________________________________________
 OD0729  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 OD0729  DYNAMIC HT  -         190.558 (meters)     625.19  (feet)  COMP
 OD0729  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 OD0729
 OD0729  VERT ORDER  -  FIRST     CLASS II
 OD0729
 OD0729.The horizontal coordinates were scaled from a topographic map and have
 OD0729.an estimated accuracy of +/- 6 seconds.
 OD0729
 OD0729.The orthometric height was determined by differential leveling
 OD0729.and adjusted by the National Geodetic Survey in June 1991..
 OD0729
 OD0729.The geoid height was determined by GEOID03.
 OD0729
 OD0729.The dynamic height is computed by dividing the NAVD 88
 OD0729.geopotential number by the normal gravity value computed on the
 OD0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0729.degrees latitude (g = 980.6199 gals.).
 OD0729
 OD0729.The modeled gravity was interpolated from observed gravity values.
 OD0729
 OD0729;                    North         East    Units  Estimated Accuracy
 OD0729;SPC NY E     -   490,010.      204,300.      MT  (+/- 180 meters Scaled)
 OD0729
 OD0729                          SUPERSEDED SURVEY CONTROL
 OD0729
 OD0729  NGVD 29 (??/??/92)  190.739  (m)          625.78   (f) ADJ UNCH    1 2
 OD0729
 OD0729.Superseded values are not recommended for survey control.
 OD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0729.See file dsdata.txt to determine how the superseded data were derived.
 OD0729
 OD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN948885(NAD 83)
 OD0729_MARKER: DD = SURVEY DISK
 OD0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0729_SP_SET: WATER TABLE
 OD0729_STAMPING: 626 ALBANY
 OD0729_MARK LOGO: USGS  
 OD0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0729
 OD0729  HISTORY     - Date     Condition        Report By
 OD0729  HISTORY     - UNK      MONUMENTED       USGS
 OD0729  HISTORY     - 1955     GOOD             NGS
 OD0729  HISTORY     - 2003     GOOD             NYDT
 OD0729
 OD0729                          STATION DESCRIPTION
 OD0729
 OD0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0729'IN CORINTH.
 OD0729'AT CORINTH, AT THE FIRST BAPTIST CHURCH, SET VERTICALLY IN THE WEST
 OD0729'FACE OF BRICK WATER TABLE OF BUILDING, 38 FEET SOUTHWEST OF SOUTHWEST
 OD0729'CURB LINE OF PALMER AVENUE, 19 1/2 FEET EAST OF EAST CURB OF MAIN
 OD0729'STREET, ABOUT 26 YARDS NORTH OF CROSSING OF MAIN STREET AND A SPUR
 OD0729'TRACK OF THE DELAWARE AND HUDSON RAILROAD, 1 FOOT SOUTH OF NORTHWEST
 OD0729'CORNER OF BUILDING AND ABOUT 4 1/2 FEET ABOVE GROUND.
 OD0729
 OD0729                          STATION RECOVERY (2003)
 OD0729
 OD0729'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DLN)
 OD0729'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1301 ***********************************************************************
 NB1301  DESIGNATION -  627.28
 NB1301  PID         -  NB1301
 NB1301  STATE/COUNTY-  NY/LIVINGSTON
 NB1301  USGS QUAD   -  SONYEA (1976)
 NB1301
 NB1301                         *CURRENT SURVEY CONTROL
 NB1301  ___________________________________________________________________
 NB1301* NAD 83(1986)-  42 40 29.     (N)    077 50 08.     (W)     SCALED    
 NB1301* NAVD 88     -       190.895  (meters)     626.29   (feet)  ADJUSTED  
 NB1301  ___________________________________________________________________
 NB1301  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NB1301  DYNAMIC HT  -         190.839 (meters)     626.11  (feet)  COMP
 NB1301  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NB1301
 NB1301  VERT ORDER  -  FIRST     CLASS II
 NB1301
 NB1301.The horizontal coordinates were scaled from a topographic map and have
 NB1301.an estimated accuracy of +/- 6 seconds.
 NB1301
 NB1301.The orthometric height was determined by differential leveling
 NB1301.and adjusted by the National Geodetic Survey in June 1991..
 NB1301
 NB1301.The geoid height was determined by GEOID03.
 NB1301
 NB1301.The dynamic height is computed by dividing the NAVD 88
 NB1301.geopotential number by the normal gravity value computed on the
 NB1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1301.degrees latitude (g = 980.6199 gals.).
 NB1301
 NB1301.The modeled gravity was interpolated from observed gravity values.
 NB1301
 NB1301;                    North         East    Units  Estimated Accuracy
 NB1301;SPC NY W     -   297,310.      411,290.      MT  (+/- 180 meters Scaled)
 NB1301
 NB1301                          SUPERSEDED SURVEY CONTROL
 NB1301
 NB1301  NGVD 29 (??/??/92)  191.060  (m)          626.84   (f) ADJ UNCH    1 2
 NB1301
 NB1301.Superseded values are not recommended for survey control.
 NB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1301.See file dsdata.txt to determine how the superseded data were derived.
 NB1301
 NB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN676285(NAD 83)
 NB1301_MARKER: DD = SURVEY DISK
 NB1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1301_SP_SET: STEP
 NB1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1301
 NB1301  HISTORY     - Date     Condition        Report By
 NB1301  HISTORY     - UNK      MONUMENTED       PRR
 NB1301  HISTORY     - 1942     GOOD             NGS
 NB1301
 NB1301                          STATION DESCRIPTION
 NB1301
 NB1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1301'0.7 MI SW FROM SONYEA.
 NB1301'TO REACH FROM THE PENNSYLVANIA RAILROAD STATION AT SONYEA-- PROCEED
 NB1301'0.7
 NB1301'MILE SOUTHWEST ALONG THE RAILROAD TO SITE OF BENCH MARK. BENCH MARK
 NB1301'IS SET HORIZONTALLY IN THE SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT
 NB1301'OF BRIDGE NO. 71-45, 12.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 NB1301'TRACK, AND 1.7 FEET SOUTHWEST OF NORTHEAST OR INSIDE EDGE OF
 NB1301'ABUTMENT. IT IS 0.6 FOOT NORTHWEST OF SOUTHEAST END OF TOP STEP OF
 NB1301'ABUTMENT AND ABOUT 5.0 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0757 ***********************************************************************
 OD0757  DESIGNATION -  628
 OD0757  PID         -  OD0757
 OD0757  STATE/COUNTY-  NY/WARREN
 OD0757  USGS QUAD   -  WARRENSBURG (1966)
 OD0757
 OD0757                         *CURRENT SURVEY CONTROL
 OD0757  ___________________________________________________________________
 OD0757* NAD 83(1986)-  43 29 35.     (N)    073 48 30.     (W)     SCALED    
 OD0757* NAVD 88     -       191.155  (meters)     627.15   (feet)  ADJUSTED  
 OD0757  ___________________________________________________________________
 OD0757  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OD0757  DYNAMIC HT  -         191.117 (meters)     627.02  (feet)  COMP
 OD0757  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 OD0757
 OD0757  VERT ORDER  -  FIRST     CLASS II
 OD0757
 OD0757.The horizontal coordinates were scaled from a topographic map and have
 OD0757.an estimated accuracy of +/- 6 seconds.
 OD0757
 OD0757.The orthometric height was determined by differential leveling
 OD0757.and adjusted by the National Geodetic Survey in June 1991..
 OD0757
 OD0757.The geoid height was determined by GEOID03.
 OD0757
 OD0757.The dynamic height is computed by dividing the NAVD 88
 OD0757.geopotential number by the normal gravity value computed on the
 OD0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0757.degrees latitude (g = 980.6199 gals.).
 OD0757
 OD0757.The modeled gravity was interpolated from observed gravity values.
 OD0757
 OD0757;                    North         East    Units  Estimated Accuracy
 OD0757;SPC NY E     -   517,680.      205,940.      MT  (+/- 180 meters Scaled)
 OD0757
 OD0757                          SUPERSEDED SURVEY CONTROL
 OD0757
 OD0757  NGVD 29 (??/??/92)  191.291  (m)          627.59   (f) ADJ UNCH    1 2
 OD0757
 OD0757.Superseded values are not recommended for survey control.
 OD0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0757.See file dsdata.txt to determine how the superseded data were derived.
 OD0757
 OD0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP963162(NAD 83)
 OD0757_MARKER: DD = SURVEY DISK
 OD0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0757_SP_SET: BRIDGE ABUTMENT
 OD0757_STAMPING: 628 1899 ALBANY
 OD0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0757+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 OD0757
 OD0757  HISTORY     - Date     Condition        Report By
 OD0757  HISTORY     - 1899     MONUMENTED       USGS
 OD0757  HISTORY     - 1955     GOOD             NGS
 OD0757  HISTORY     - 19950425 GOOD             USPSQD
 OD0757  HISTORY     - 20050712 GOOD             NYDT
 OD0757
 OD0757                          STATION DESCRIPTION
 OD0757
 OD0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0757'1.1 MI NE FROM THURMAN.
 OD0757'ABOUT 1.1 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0757'THE CROSSING OF STATE HIGHWAY 418 AT THURMAN, IN THE TOP OF WEST END
 OD0757'OF BRIDGE SEAT OF SOUTH STONE ABUTMENT OF 56-FOOT STEEL GIRDER
 OD0757'RAILROAD BRIDGE OVER A CREEK, 5 FEET WEST OF WEST RAIL, 158 FEET SOUTH
 OD0757'OF MILE POST NC 21 - A 74, AND ABOUT 7 1/2 FEET BELOW LEVEL OF TRACK.
 OD0757
 OD0757                          STATION RECOVERY (1995)
 OD0757
 OD0757'RECOVERY NOTE BY US POWER SQUADRON 1995
 OD0757'RECOVERED IN GOOD CONDITION.
 OD0757
 OD0757                          STATION RECOVERY (2005)
 OD0757
 OD0757'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OD0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0744 ***********************************************************************
 OD0744  DESIGNATION -  630
 OD0744  PID         -  OD0744
 OD0744  STATE/COUNTY-  NY/SARATOGA
 OD0744  USGS QUAD   -  CONKLINGVILLE (1966)
 OD0744
 OD0744                         *CURRENT SURVEY CONTROL
 OD0744  ___________________________________________________________________
 OD0744* NAD 83(1986)-  43 21 25.     (N)    073 52 40.     (W)     SCALED    
 OD0744* NAVD 88     -       191.969  (meters)     629.82   (feet)  ADJUSTED  
 OD0744  ___________________________________________________________________
 OD0744  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 OD0744  DYNAMIC HT  -         191.926 (meters)     629.68  (feet)  COMP
 OD0744  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 OD0744
 OD0744  VERT ORDER  -  FIRST     CLASS II
 OD0744
 OD0744.The horizontal coordinates were scaled from a topographic map and have
 OD0744.an estimated accuracy of +/- 6 seconds.
 OD0744
 OD0744.The orthometric height was determined by differential leveling
 OD0744.and adjusted by the National Geodetic Survey in June 1991..
 OD0744
 OD0744.The geoid height was determined by GEOID03.
 OD0744
 OD0744.The dynamic height is computed by dividing the NAVD 88
 OD0744.geopotential number by the normal gravity value computed on the
 OD0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0744.degrees latitude (g = 980.6199 gals.).
 OD0744
 OD0744.The modeled gravity was interpolated from observed gravity values.
 OD0744
 OD0744;                    North         East    Units  Estimated Accuracy
 OD0744;SPC NY E     -   502,510.      200,440.      MT  (+/- 180 meters Scaled)
 OD0744
 OD0744                          SUPERSEDED SURVEY CONTROL
 OD0744
 OD0744  NGVD 29 (??/??/92)  192.109  (m)          630.28   (f) ADJ UNCH    1 2
 OD0744
 OD0744.Superseded values are not recommended for survey control.
 OD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0744.See file dsdata.txt to determine how the superseded data were derived.
 OD0744
 OD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP909010(NAD 83)
 OD0744_MARKER: DD = SURVEY DISK
 OD0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0744_SP_SET: STEP
 OD0744_STAMPING: 630 ALBANY 1899
 OD0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0744
 OD0744  HISTORY     - Date     Condition        Report By
 OD0744  HISTORY     - 1899     MONUMENTED       USGS
 OD0744  HISTORY     - 1955     GOOD             NGS
 OD0744
 OD0744                          STATION DESCRIPTION
 OD0744
 OD0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0744'3.3 MI N FROM HADLEY.
 OD0744'ABOUT 3.3 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0744'STATION AT HADLEY, ABOUT 0.35 MILE SOUTH OF MILE POST NC 32 - A 63,
 OD0744'ABOUT 70 YARDS SOUTH OF A PRIVATE ROAD CROSSING LEADING TO A FARM
 OD0744'HOUSE ON EAST SIDE OF TRACK, IN THE TOP OF THE TOP STEP OF EAST END OF
 OD0744'NORTH STONE ABUTMENT OF RAILROAD BRIDGE NO. A 62/60 OVER WOLF CREEK, 3
 OD0744'1/2 FEET EAST OF EAST RAIL AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2438 ***********************************************************************
 OF2438  DESIGNATION -  632 MCGS 1969
 OF2438  PID         -  OF2438
 OF2438  STATE/COUNTY-  NY/MONROE
 OF2438  USGS QUAD   -  CLIFTON (1971)
 OF2438
 OF2438                         *CURRENT SURVEY CONTROL
 OF2438  ___________________________________________________________________
 OF2438* NAD 83(1996)-  43 00 47.43607(N)    077 48 43.55999(W)     ADJUSTED  
 OF2438* NAVD 88     -       187.6    (meters)     615.     (feet)  VERTCON   
 OF2438  ___________________________________________________________________
 OF2438  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OF2438  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OF2438
 OF2438  HORZ ORDER  -  SECOND
 OF2438
 OF2438.The horizontal coordinates were established by classical geodetic methods
 OF2438.and adjusted by the National Geodetic Survey in January 1999..
 OF2438
 OF2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2438
 OF2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2438
 OF2438.The geoid height was determined by GEOID03.
 OF2438
 OF2438;                    North         East     Units Scale Factor Converg.
 OF2438;SPC NY W     -   334,922.429   412,869.878   MT  0.99998611   +0 31 34.1
 OF2438;SPC NY W     - 1,098,824.67  1,354,557.26   sFT  0.99998611   +0 31 34.1
 OF2438;UTM  18      - 4,766,116.025   270,832.829   MT  1.00024612   -1 55 09.0
 OF2438
 OF2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2438!SPC NY W     -   0.99997604  x   0.99998611  =   0.99996216
 OF2438!UTM  18      -   0.99997604  x   1.00024612  =   1.00022216
 OF2438
 OF2438:                Primary Azimuth Mark                     Grid Az
 OF2438:SPC NY W     -  SACKETT                                  336 31 43.3
 OF2438:UTM  18      -  SACKETT                                  338 58 26.4
 OF2438
 OF2438|---------------------------------------------------------------------|
 OF2438| PID    Reference Object                     Distance      Geod. Az  |
 OF2438|                                                           dddmmss.s |
 OF2438| OF2452 SACKETT                             APPROX. 3.0 KM 3370317.4 |
 OF2438|---------------------------------------------------------------------|
 OF2438
 OF2438                          SUPERSEDED SURVEY CONTROL
 OF2438
 OF2438  NAD 83(1986)-  43 00 47.44302(N)    077 48 43.55775(W) AD(       ) 2
 OF2438  NAD 27      -  43 00 47.21934(N)    077 48 44.53325(W) AD(       ) 2
 OF2438  NGVD 29 (07/19/86)  187.8    (m)          616.     (f) VERT ANG       
 OF2438
 OF2438.Superseded values are not recommended for survey control.
 OF2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2438.See file dsdata.txt to determine how the superseded data were derived.
 OF2438
 OF2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7083366116(NAD 83)
 OF2438_MARKER: DD = SURVEY DISK
 OF2438_SETTING: 0 = UNSPECIFIED SETTING
 OF2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2438
 OF2438  HISTORY     - Date     Condition        Report By
 OF2438  HISTORY     - 1969     MONUMENTED       NY-055
 OF2438
 OF2438                          STATION DESCRIPTION
 OF2438
 OF2438'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2438'IN WHEATLAND, ALONG SCOTTSVILLE-MUMFORD ROAD.
 OF2438'
 OF2438'0.3 MILE EAST OF WHEATLAND CENTER ROAD.
 OF2438'
 OF2438'1.7 MILE SOUTH SOUTHEAST OF STATION SACKETT 1969.
 OF2438'
 OF2438'21.2 FEET NORTH OF CENTERLINE OF SCOTTSVILLE MUMFORD ROAD.
 OF2438'
 OF2438'22.7 FEET SOUTHEAST OF A 6 INCH MAPLE TREE.
 OF2438'
 OF2438'103.4 FEET WEST OF POLE.
 OF2438'
 OF2438'203 FEET WEST OF WEST RANGELINE OF HOUSE 1416.
 OF2438'
 OF2438'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2438'STAMPED 632 IN THE TOP OF A CONCRETE POST COVERED 1.5 FEET BELOW
 OF2438'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2428 ***********************************************************************
 OF2428  DESIGNATION -  633 MCGS 1969
 OF2428  PID         -  OF2428
 OF2428  STATE/COUNTY-  NY/MONROE
 OF2428  USGS QUAD   -  CLIFTON (1971)
 OF2428
 OF2428                         *CURRENT SURVEY CONTROL
 OF2428  ___________________________________________________________________
 OF2428* NAD 83(1996)-  43 00 48.63751(N)    077 49 05.59258(W)     ADJUSTED  
 OF2428* NAVD 88     -       190.5    (meters)     625.     (feet)  VERTCON   
 OF2428  ___________________________________________________________________
 OF2428  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 OF2428  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OF2428
 OF2428  HORZ ORDER  -  SECOND
 OF2428
 OF2428.The horizontal coordinates were established by classical geodetic methods
 OF2428.and adjusted by the National Geodetic Survey in January 1999..
 OF2428
 OF2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2428
 OF2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2428
 OF2428.The geoid height was determined by GEOID03.
 OF2428
 OF2428;                    North         East     Units Scale Factor Converg.
 OF2428;SPC NY W     -   334,954.939   412,370.631   MT  0.99998534   +0 31 19.0
 OF2428;SPC NY W     - 1,098,931.33  1,352,919.31   sFT  0.99998534   +0 31 19.0
 OF2428;UTM  18      - 4,766,169.820   270,335.294   MT  1.00024893   -1 55 24.0
 OF2428
 OF2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2428!SPC NY W     -   0.99997559  x   0.99998534  =   0.99996093
 OF2428!UTM  18      -   0.99997559  x   1.00024893  =   1.00022451
 OF2428
 OF2428:                Primary Azimuth Mark                     Grid Az
 OF2428:SPC NY W     -  632 MCGS 1969                            093 43 32.7
 OF2428:UTM  18      -  632 MCGS 1969                            096 10 15.7
 OF2428
 OF2428|---------------------------------------------------------------------|
 OF2428| PID    Reference Object                     Distance      Geod. Az  |
 OF2428|                                                           dddmmss.s |
 OF2428| OF2438 632 MCGS 1969                       APPROX. 0.5 KM 0941451.7 |
 OF2428|---------------------------------------------------------------------|
 OF2428
 OF2428                          SUPERSEDED SURVEY CONTROL
 OF2428
 OF2428  NAD 83(1986)-  43 00 48.64444(N)    077 49 05.59032(W) AD(       ) 2
 OF2428  NAD 27      -  43 00 48.42090(N)    077 49 06.56514(W) AD(       ) 2
 OF2428  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG       
 OF2428
 OF2428.Superseded values are not recommended for survey control.
 OF2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2428.See file dsdata.txt to determine how the superseded data were derived.
 OF2428
 OF2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7033566170(NAD 83)
 OF2428_MARKER: DD = SURVEY DISK
 OF2428_SETTING: 0 = UNSPECIFIED SETTING
 OF2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2428
 OF2428  HISTORY     - Date     Condition        Report By
 OF2428  HISTORY     - 1969     MONUMENTED       NY-055
 OF2428  HISTORY     - 19960413 GOOD             USPSQD
 OF2428
 OF2428                          STATION DESCRIPTION
 OF2428
 OF2428'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2428'IN WHEATLAND AT THE INTERSECTION OF SCOTTSVILLE MUMFORD AND
 OF2428'WHEATLAND CENTER ROAD AT THE NORTHEAST CORNER.
 OF2428'
 OF2428'1.75 MILE SOUTH SOUTHEAST OF STATION SACKETT 1969.
 OF2428'
 OF2428'26.5 FEET NORTH OF CENTERLINE OF SCOTTSVILLE MUMFORD ROAD.
 OF2428'
 OF2428'16.0 FEET EAST OF CENTERLINE OF WHEATLAND CENTER ROAD.
 OF2428'
 OF2428'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2428'STAMPED 633 IN THE TOP OF A CONCRETE POST 1 FOOT BELOW GRADE IN
 OF2428'CAST IRON FRAME AND COVER WHICH IS FLUSH WITH PAVEMENT.
 OF2428
 OF2428                          STATION RECOVERY (1996)
 OF2428
 OF2428'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0737 ***********************************************************************
 OD0737  DESIGNATION -  634
 OD0737  PID         -  OD0737
 OD0737  STATE/COUNTY-  NY/SARATOGA
 OD0737  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0737
 OD0737                         *CURRENT SURVEY CONTROL
 OD0737  ___________________________________________________________________
 OD0737* NAD 83(1986)-  43 17 54.     (N)    073 50 06.     (W)     SCALED    
 OD0737* NAVD 88     -       193.093  (meters)     633.51   (feet)  ADJUSTED  
 OD0737  ___________________________________________________________________
 OD0737  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OD0737  DYNAMIC HT  -         193.049 (meters)     633.36  (feet)  COMP
 OD0737  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 OD0737
 OD0737  VERT ORDER  -  FIRST     CLASS II
 OD0737
 OD0737.The horizontal coordinates were scaled from a topographic map and have
 OD0737.an estimated accuracy of +/- 6 seconds.
 OD0737
 OD0737.The orthometric height was determined by differential leveling
 OD0737.and adjusted by the National Geodetic Survey in June 1991..
 OD0737
 OD0737.The geoid height was determined by GEOID03.
 OD0737
 OD0737.The dynamic height is computed by dividing the NAVD 88
 OD0737.geopotential number by the normal gravity value computed on the
 OD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0737.degrees latitude (g = 980.6199 gals.).
 OD0737
 OD0737.The modeled gravity was interpolated from observed gravity values.
 OD0737
 OD0737;                    North         East    Units  Estimated Accuracy
 OD0737;SPC NY E     -   496,030.      203,960.      MT  (+/- 180 meters Scaled)
 OD0737
 OD0737                          SUPERSEDED SURVEY CONTROL
 OD0737
 OD0737  NGVD 29 (??/??/92)  193.224  (m)          633.94   (f) ADJ UNCH    1 2
 OD0737
 OD0737.Superseded values are not recommended for survey control.
 OD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0737.See file dsdata.txt to determine how the superseded data were derived.
 OD0737
 OD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN944946(NAD 83)
 OD0737_MARKER: DD = SURVEY DISK
 OD0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0737_SP_SET: CULVERT
 OD0737_STAMPING: 634 1899 ALBANY
 OD0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0737+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 OD0737
 OD0737  HISTORY     - Date     Condition        Report By
 OD0737  HISTORY     - 1899     MONUMENTED       USGS
 OD0737  HISTORY     - 1955     GOOD             NGS
 OD0737  HISTORY     - 20060723 GOOD             NYSDOT
 OD0737
 OD0737                          STATION DESCRIPTION
 OD0737
 OD0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0737'1.45 MI S FROM HADLEY.
 OD0737'ABOUT 1.45 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0737'STATION AT HADLEY, ABOUT 0.1 MILE SOUTH AT MILE POST NC 37 - A 58, IN
 OD0737'THE TOP OF THE NORTH END OF EAST STONE HEAD WALL OF A 6-FOOT STONE BOX
 OD0737'CULVERT UNDER TRACK, 6 FEET EAST OF EAST RAIL, 1/2 FOOT SOUTH OF NORTH
 OD0737'END OF EAST HEAD WALL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 OD0737'NOTE--MARK IS ABOUT 0.1 MILE WEST ACROSS COUNTRY FROM MURPHIES AND
 OD0737'SCOTTIES RESTAURANT AND ANTONES CABINS AND BAR WHICH ARE LOCATED ON
 OD0737'STATE HIGHWAY 9N.
 OD0737
 OD0737                          STATION RECOVERY (2006)
 OD0737
 OD0737'RECOVERY NOTE BY   2006 (SRC)
 OD0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1041 ***********************************************************************
 OE1041  DESIGNATION -  638
 OE1041  PID         -  OE1041
 OE1041  STATE/COUNTY-  NY/OSWEGO
 OE1041  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1041
 OE1041                         *CURRENT SURVEY CONTROL
 OE1041  ___________________________________________________________________
 OE1041* NAD 83(1986)-  43 27 33.     (N)    075 55 37.     (W)     SCALED    
 OE1041* NAVD 88     -       194.200  (meters)     637.14   (feet)  ADJUSTED  
 OE1041  ___________________________________________________________________
 OE1041  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OE1041  DYNAMIC HT  -         194.155 (meters)     636.99  (feet)  COMP
 OE1041  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 OE1041
 OE1041  VERT ORDER  -  SECOND    CLASS 0
 OE1041
 OE1041.The horizontal coordinates were scaled from a topographic map and have
 OE1041.an estimated accuracy of +/- 6 seconds.
 OE1041
 OE1041.The orthometric height was determined by differential leveling
 OE1041.and adjusted by the National Geodetic Survey in June 1991..
 OE1041
 OE1041.The geoid height was determined by GEOID03.
 OE1041
 OE1041.The dynamic height is computed by dividing the NAVD 88
 OE1041.geopotential number by the normal gravity value computed on the
 OE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1041.degrees latitude (g = 980.6199 gals.).
 OE1041
 OE1041.The modeled gravity was interpolated from observed gravity values.
 OE1041
 OE1041;                    North         East    Units  Estimated Accuracy
 OE1041;SPC NY C     -   384,390.      303,120.      MT  (+/- 180 meters Scaled)
 OE1041
 OE1041                          SUPERSEDED SURVEY CONTROL
 OE1041
 OE1041  NGVD 29 (??/??/92)  194.347  (m)          637.62   (f) ADJ UNCH    2 0
 OE1041
 OE1041.Superseded values are not recommended for survey control.
 OE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1041.See file dsdata.txt to determine how the superseded data were derived.
 OE1041
 OE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP250122(NAD 83)
 OE1041_MARKER: DD = SURVEY DISK
 OE1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1041_SP_SET: BUILDING
 OE1041_STAMPING: 638 ALBANY DATUM
 OE1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1041
 OE1041  HISTORY     - Date     Condition        Report By
 OE1041  HISTORY     - UNK      MONUMENTED       USGS
 OE1041  HISTORY     - 1934     GOOD             NGS
 OE1041  HISTORY     - 19950101 MARK NOT FOUND   FA
 OE1041
 OE1041                          STATION DESCRIPTION
 OE1041
 OE1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE1041'IN KASOAG.
 OE1041'AT KASOAG, OSWEGO COUNTY, IN THE NORTHWEST CORNER OF THE OLD POST
 OE1041'OFFICE BUILDING, AND 1 FOOT ABOVE THE GROUND. A UNITED STATES
 OE1041'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 638 ALBANY DATUM AND SET
 OE1041'VERTICALLY.
 OE1041
 OE1041                          STATION RECOVERY (1995)
 OE1041
 OE1041'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (CR)
 OE1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2034 ***********************************************************************
 NB2034  DESIGNATION -  639
 NB2034  PID         -  NB2034
 NB2034  STATE/COUNTY-  NY/MONROE
 NB2034  USGS QUAD   -  CALEDONIA (1976)
 NB2034
 NB2034                         *CURRENT SURVEY CONTROL
 NB2034  ___________________________________________________________________
 NB2034* NAD 83(1996)-  42 59 54.42656(N)    077 52 11.54625(W)     ADJUSTED  
 NB2034* NAVD 88     -       193.81   (+/-2cm)     635.9    (feet)  VERTCON   
 NB2034  ___________________________________________________________________
 NB2034  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NB2034  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NB2034
 NB2034  HORZ ORDER  -  SECOND
 NB2034  VERT ORDER  -  THIRD ? (See Below)
 NB2034
 NB2034.The horizontal coordinates were established by classical geodetic methods
 NB2034.and adjusted by the National Geodetic Survey in January 1999..
 NB2034
 NB2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2034.The vertical order pertains to the NGVD 29 superseded value.
 NB2034
 NB2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2034
 NB2034.The geoid height was determined by GEOID03.
 NB2034
 NB2034;                    North         East     Units Scale Factor Converg.
 NB2034;SPC NY W     -   333,245.067   408,174.100   MT  0.99997912   +0 29 11.7
 NB2034;SPC NY W     - 1,093,321.52  1,339,151.19   sFT  0.99997912   +0 29 11.7
 NB2034;UTM  18      - 4,764,640.102   266,068.450   MT  1.00027327   -1 57 29.1
 NB2034
 NB2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2034!SPC NY W     -   0.99997505  x   0.99997912  =   0.99995417
 NB2034!UTM  18      -   0.99997505  x   1.00027327  =   1.00024832
 NB2034
 NB2034:                Primary Azimuth Mark                     Grid Az
 NB2034:SPC NY W     -  TP 9034                                  106 57 39.6
 NB2034:UTM  18      -  TP 9034                                  109 24 20.4
 NB2034
 NB2034|---------------------------------------------------------------------|
 NB2034| PID    Reference Object                     Distance      Geod. Az  |
 NB2034|                                                           dddmmss.s |
 NB2034| NB2036 TP 9034                             400.884 METERS 1072651.3 |
 NB2034| OF2463 4900                                295.494 METERS 33915     |
 NB2034|---------------------------------------------------------------------|
 NB2034
 NB2034                          SUPERSEDED SURVEY CONTROL
 NB2034
 NB2034  NAD 83(1986)-  42 59 54.43344(N)    077 52 11.54377(W) AD(       ) 2
 NB2034  NAD 27      -  42 59 54.21063(N)    077 52 12.51248(W) AD(       ) 2
 NB2034  NGVD 29 (07/19/86)  193.98   (m)          636.4    (f) LEVELING    3  
 NB2034
 NB2034.Superseded values are not recommended for survey control.
 NB2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2034.See file dsdata.txt to determine how the superseded data were derived.
 NB2034
 NB2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6606864640(NAD 83)
 NB2034_MARKER: DD = SURVEY DISK
 NB2034_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2034_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2034
 NB2034  HISTORY     - Date     Condition        Report By
 NB2034  HISTORY     - 1936     MONUMENTED       NYGS
 NB2034  HISTORY     - 1942     GOOD             CGS
 NB2034  HISTORY     - 1973     GOOD             NY-055
 NB2034  HISTORY     - 1973     GOOD             NY-055
 NB2034
 NB2034                          STATION DESCRIPTION
 NB2034
 NB2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB2034'IN WHEATLAND, 0.2 MILE WEST OF MUMFORD ROAD, 19.4 FEET SOUTH
 NB2034'OF CENTER LINE OF OATKA TRAIL, 129.6 FEET WEST OF NEW YORK
 NB2034'STATE HIGHWAY STATION 285+00, ABOUT 50 FEET EAST OF POINT OF
 NB2034'CURVE IN RIGA-MUMFORD ROAD, AND 1.6 FEET NORTH OF SOUTH
 NB2034'RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND STATE
 NB2034'SURVEY STANDARD DISK IN CONCRETE AND 0.2 FOOT ABOVE GROUND.
 NB2034
 NB2034                          STATION RECOVERY (1973)
 NB2034
 NB2034'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 NB2034'IN WHEATLAND, ON THE S. SIDE OF OATKA CREEK RD., 175 + OR
 NB2034'- E. OF RIGA-MUMFORD ROAD (RT. 36) AND 0.2 MILE W. OF
 NB2034'MUMFORD ROAD (RT. 180)
 NB2034'
 NB2034'20.1 FT S. OF C.L. OATKA CREEK ROAD
 NB2034'
 NB2034'67.5 FT E. OF UTILITY POLE N 2,225, RTC 42
 NB2034'
 NB2034'4.0 FT E. OF A CONCRETE POST WHICH IS AT GRADE
 NB2034'
 NB2034'1.0 FT N. OF A MONROE COUNTY WITNESS SIGN
 NB2034'
 NB2034'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 NB2034'DISK IN CONCRETE 0.2 FT. BELOW GRADE.
 NB2034
 NB2034                          STATION RECOVERY (1973)
 NB2034
 NB2034'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 NB2034'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NB2034'IN WHEATLAND ON S SIDE OF OATKA CREEK RD, 175 FT + OR - E OF RIGA
 NB2034'MUMFORD RD RTE 36 AND 0.2 MI W OF MUMFORD RD RTE 180, 20.1 FT S OF CL
 NB2034'OF OATKA CREEK RD, 67.5 FT E OF UTILITY POLE N 2 225 RTC 42, AND 1.0
 NB2034'FT N OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD DISK
 NB2034'STAMPED---639---IN CONCRETE POST 0.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1924 ***********************************************************************
 NA1924  DESIGNATION -  64 WDK USGS
 NA1924  PID         -  NA1924
 NA1924  STATE/COUNTY-  NY/DELAWARE
 NA1924  USGS QUAD   -  NORTH SANFORD (1982)
 NA1924
 NA1924                         *CURRENT SURVEY CONTROL
 NA1924  ___________________________________________________________________
 NA1924* NAD 83(1986)-  42 14 31.     (N)    075 22 38.     (W)     SCALED    
 NA1924* NAVD 88     -       394.226  (meters)    1293.39   (feet)  ADJUSTED  
 NA1924  ___________________________________________________________________
 NA1924  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 NA1924  DYNAMIC HT  -         394.076 (meters)    1292.90  (feet)  COMP
 NA1924  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 NA1924
 NA1924  VERT ORDER  -  FIRST     CLASS II
 NA1924
 NA1924.The horizontal coordinates were scaled from a topographic map and have
 NA1924.an estimated accuracy of +/- 6 seconds.
 NA1924
 NA1924.The orthometric height was determined by differential leveling
 NA1924.and adjusted by the National Geodetic Survey in June 1991..
 NA1924
 NA1924.The geoid height was determined by GEOID03.
 NA1924
 NA1924.The dynamic height is computed by dividing the NAVD 88
 NA1924.geopotential number by the normal gravity value computed on the
 NA1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1924.degrees latitude (g = 980.6199 gals.).
 NA1924
 NA1924.The modeled gravity was interpolated from observed gravity values.
 NA1924
 NA1924;                    North         East    Units  Estimated Accuracy
 NA1924;SPC NY E     -   378,840.       77,600.      MT  (+/- 180 meters Scaled)
 NA1924
 NA1924                          SUPERSEDED SURVEY CONTROL
 NA1924
 NA1924.No superseded survey control is available for this station.
 NA1924
 NA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM688767(NAD 83)
 NA1924_MARKER: DD = SURVEY DISK
 NA1924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1924_SP_SET: CATCH BASIN
 NA1924_STAMPING: 64 WDK 1963 1294
 NA1924_MARK LOGO: USGS  
 NA1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1924
 NA1924  HISTORY     - Date     Condition        Report By
 NA1924  HISTORY     - 1963     MONUMENTED       USGS
 NA1924  HISTORY     - 1982     GOOD             NGS
 NA1924
 NA1924                          STATION DESCRIPTION
 NA1924
 NA1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1924'IN MASONVILLE.
 NA1924'IN MASONVILLE, IN THE ANGLE OF THE JUNCTION OF STATE HIGHWAYS 8 AND
 NA1924'206, SET IN A LARGE CONCRETE CATCH BASIN, 23.48 METERS (77.0 FT)
 NA1924'EAST-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 8, 5.80 METERS
 NA1924'(19.0 FT) NORTH OF THE CENTER LINE OF STATE HIGHWAY 206, 0.15 METER
 NA1924'(0.5 FT) WEST OF THE WEST EDGE OF THE METAL GRATE OF THE CATCH BASIN.
 NA1924'THE MARK IS ABOVE LEVEL WITH HIGHWAY 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2441 ***********************************************************************
 OF2441  DESIGNATION -  640 NYGS 1969
 OF2441  PID         -  OF2441
 OF2441  STATE/COUNTY-  NY/MONROE
 OF2441  USGS QUAD   -  CLIFTON (1971)
 OF2441
 OF2441                         *CURRENT SURVEY CONTROL
 OF2441  ___________________________________________________________________
 OF2441* NAD 83(1996)-  43 00 13.96733(N)    077 52 15.09403(W)     ADJUSTED  
 OF2441* NAVD 88     -       189.25   (+/-2cm)     620.9    (feet)  VERTCON   
 OF2441  ___________________________________________________________________
 OF2441  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 OF2441  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF2441
 OF2441  HORZ ORDER  -  SECOND
 OF2441  VERT ORDER  -  THIRD ? (See Below)
 OF2441
 OF2441.The horizontal coordinates were established by classical geodetic methods
 OF2441.and adjusted by the National Geodetic Survey in January 1999..
 OF2441
 OF2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2441.The vertical order pertains to the NGVD 29 superseded value.
 OF2441
 OF2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2441
 OF2441.The geoid height was determined by GEOID03.
 OF2441
 OF2441;                    North         East     Units Scale Factor Converg.
 OF2441;SPC NY W     -   333,847.361   408,088.631   MT  0.99997900   +0 29 09.4
 OF2441;SPC NY W     - 1,095,297.55  1,338,870.78   sFT  0.99997900   +0 29 09.4
 OF2441;UTM  18      - 4,765,245.672   266,008.733   MT  1.00027361   -1 57 32.2
 OF2441
 OF2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2441!SPC NY W     -   0.99997577  x   0.99997900  =   0.99995477
 OF2441!UTM  18      -   0.99997577  x   1.00027361  =   1.00024938
 OF2441
 OF2441|---------------------------------------------------------------------|
 OF2441| PID    Reference Object                     Distance      Geod. Az  |
 OF2441|                                                           dddmmss.s |
 OF2441| OF2463 4900                                327.588 METERS 18416     |
 OF2441| OF2471 641 NYGS 1969                       APPROX. 1.0 KM 3362008.8 |
 OF2441|---------------------------------------------------------------------|
 OF2441
 OF2441                          SUPERSEDED SURVEY CONTROL
 OF2441
 OF2441  NAD 83(1986)-  43 00 13.97420(N)    077 52 15.09156(W) AD(       ) 2
 OF2441  NAD 27      -  43 00 13.75158(N)    077 52 16.05994(W) AD(       ) 2
 OF2441  NGVD 29 (07/19/86)  189.42   (m)          621.5    (f) LEVELING    3  
 OF2441
 OF2441.Superseded values are not recommended for survey control.
 OF2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2441.See file dsdata.txt to determine how the superseded data were derived.
 OF2441
 OF2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6600965246(NAD 83)
 OF2441_MARKER: DD = SURVEY DISK
 OF2441_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2441_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2441
 OF2441  HISTORY     - Date     Condition        Report By
 OF2441  HISTORY     - 1936     MONUMENTED       NYGS
 OF2441  HISTORY     - 1942     GOOD             CGS
 OF2441  HISTORY     - 1969     GOOD             CGS
 OF2441  HISTORY     - 1973     GOOD             NY-055
 OF2441  HISTORY     - 1973     GOOD             NY-055
 OF2441  HISTORY     - 1977     GOOD             NY-055
 OF2441  HISTORY     - 19960413 GOOD             USPSQD
 OF2441
 OF2441                          STATION DESCRIPTION
 OF2441
 OF2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2441'IN WHEATLAND, 0.4 MILE NORTH OF OATKA TRAIL, 31.5 FEET EAST OF
 OF2441'CENTER LINE OF RIGA-MUMFORD ROAD, AT CURVE, 229 FEET NORTH OF
 OF2441'NEW YORK STATE HIGHWAY STATION 265+00 (MEASURED PARALLEL TO
 OF2441'CENTER LINE OF ROAD), 159.6 FEET SOUTHEAST OF 24-INCH OAK WEST
 OF2441'OF ROAD, 95.6 FEET NORTH OF 24-INCH ELM, AND 4.8 FEET EAST OF
 OF2441'EAST RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND
 OF2441'STATE SURVEY STANDARD DISK IN CONCRETE AND 0.1 FOOT BELOW
 OF2441'GROUND.
 OF2441
 OF2441                          STATION RECOVERY (1969)
 OF2441
 OF2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2441'ORIGINAL DESCRIPTION INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 OF2441'
 OF2441'IN WHEATLAND, ON RIGA-MUMFORD ROAD (NY 36).
 OF2441'
 OF2441'0.4 MILE NORTH OF SCOTTSVILLE-MUMFORD ROAD (NY 383).
 OF2441'
 OF2441'34.0 FEET EAST OF CENTER OF PAVEMENT.
 OF2441'
 OF2441'1.5 FEET EAST OF WIRE FENCE.
 OF2441'
 OF2441'73.0 FEET SOUTH EAST OF RIGA AZIMUTH MARK.
 OF2441'
 OF2441'48.8 FEET NORTHEAST OF RTC POLE 6.
 OF2441'
 OF2441'3.2 FEET SOUTHEAST OF U.S. MARKER AND POST.
 OF2441'
 OF2441'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2441'STANDARD DISK IN CONCRETE STAMPED 640, 1936 AND COVERED 2-INCHES.
 OF2441
 OF2441                          STATION RECOVERY (1973)
 OF2441
 OF2441'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2441'IN WHEATLAND, ON THE E. SIDE OF RIGA-MUMFORD ROAD, (RT. 36), 0.4
 OF2441'MILE N. OF OATKA CREEK ROAD (RT. 245)
 OF2441'
 OF2441'34 FT E OF C.L. RT. 36
 OF2441'
 OF2441'1.5 FT E. OF WIRE FENCE
 OF2441'
 OF2441'9.4 FT E. SE OF ARROW CHISELED IN A ROCK OUTCROP.
 OF2441'
 OF2441'1.0 FT W. OF A MONROE COUNTY WITNESS SIGN.
 OF2441'
 OF2441'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF2441'DISK IN CONCRETE AT GRADE.
 OF2441
 OF2441                          STATION RECOVERY (1973)
 OF2441
 OF2441'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2441'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2441
 OF2441                          STATION RECOVERY (1977)
 OF2441
 OF2441'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2441'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 OF2441
 OF2441                          STATION RECOVERY (1996)
 OF2441
 OF2441'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2471 ***********************************************************************
 OF2471  CBN         -  This is a Cooperative Base Network Control Station.
 OF2471  DESIGNATION -  641 NYGS 1969
 OF2471  PID         -  OF2471
 OF2471  STATE/COUNTY-  NY/MONROE
 OF2471  USGS QUAD   -  CHURCHVILLE (1978)
 OF2471
 OF2471                         *CURRENT SURVEY CONTROL
 OF2471  ___________________________________________________________________
 OF2471* NAD 83(1996)-  43 00 43.02717(N)    077 52 32.44766(W)     ADJUSTED  
 OF2471* NAVD 88     -       200.4    (meters)     657.     (feet)  GPS OBS   
 OF2471  ___________________________________________________________________
 OF2471  X           -     981,102.297 (meters)                     COMP
 OF2471  Y           -  -4,566,974.484 (meters)                     COMP
 OF2471  Z           -   4,328,585.720 (meters)                     COMP
 OF2471  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OF2471  ELLIP HEIGHT-         165.62  (meters)          (09/18/02) GPS OBS
 OF2471  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OF2471
 OF2471  HORZ ORDER  -  B
 OF2471  ELLP ORDER  -  FOURTH    CLASS II
 OF2471
 OF2471.The horizontal coordinates were established by GPS observations
 OF2471.and adjusted by the National Geodetic Survey in July 1997..
 OF2471
 OF2471.The orthometric height was determined by GPS observations and a
 OF2471.high-resolution geoid model.
 OF2471
 OF2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF2471
 OF2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2471
 OF2471.The ellipsoidal height was determined by GPS observations
 OF2471.and is referenced to NAD 83.
 OF2471
 OF2471.The geoid height was determined by GEOID03.
 OF2471
 OF2471;                    North         East     Units Scale Factor Converg.
 OF2471;SPC NY W     -   334,740.749   407,688.059   MT  0.99997843   +0 28 57.9
 OF2471;SPC NY W     - 1,098,228.61  1,337,556.57   sFT  0.99997843   +0 28 57.9
 OF2471;UTM  18      - 4,766,155.605   265,646.532   MT  1.00027570   -1 57 45.1
 OF2471
 OF2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2471!SPC NY W     -   0.99997403  x   0.99997843  =   0.99995246
 OF2471!UTM  18      -   0.99997403  x   1.00027570  =   1.00024972
 OF2471
 OF2471                          SUPERSEDED SURVEY CONTROL
 OF2471
 OF2471  ELLIP H (07/22/97)  165.63   (m)                       GP(       ) 1 1
 OF2471  NAD 83(1986)-  43 00 43.03420(N)    077 52 32.44525(W) AD(       ) 2
 OF2471  NAD 27      -  43 00 42.81161(N)    077 52 33.41294(W) AD(       ) 2
 OF2471  NGVD 29 (07/19/86)  200.59   (m)          658.1    (f) LEVELING    3  
 OF2471
 OF2471.Superseded values are not recommended for survey control.
 OF2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2471.See file dsdata.txt to determine how the superseded data were derived.
 OF2471
 OF2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6564766156(NAD 83)
 OF2471_MARKER: DB = BENCH MARK DISK
 OF2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2471_STAMPING: 641 1936
 OF2471_MARK LOGO: CGS+SS
 OF2471_PROJECTION: FLUSH
 OF2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2471+STABILITY: SURFACE MOTION
 OF2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2471+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 OF2471
 OF2471  HISTORY     - Date     Condition        Report By
 OF2471  HISTORY     - 1936     MONUMENTED       CGS+SS
 OF2471  HISTORY     - 1969     GOOD             CGS
 OF2471  HISTORY     - 1973     GOOD             NY-055
 OF2471  HISTORY     - 1973     GOOD             NY-055
 OF2471  HISTORY     - 19951101 GOOD             NYDT
 OF2471  HISTORY     - 19980730 GOOD             FA
 OF2471  HISTORY     - 19991201 GOOD             JCLS
 OF2471  HISTORY     - 20010725 GOOD             NYDT
 OF2471
 OF2471                          STATION DESCRIPTION
 OF2471
 OF2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LRH)
 OF2471'IN WHEATLAND, 0.45 MILE SOUTH OF NORTH ROAD, 29.5 FEET WEST OF
 OF2471'CENTER LINE OF RIGA-MUMFORD ROAD, AT NORTH END OF CURVE, OPPOSITE
 OF2471'THE H.H. LYTTLE ABANDONED GRAVEL PIT, 171 FEET NORTH OF PORTION
 OF2471'OF PROPERTY-LINE AND EAST-WEST RIGHT-OF-WAY FENCE, 72.3 FEET
 OF2471'SOUTH OF NEW YORK STATE HIGHWAY STATION 230+00 AND 3.1 FEET EAST
 OF2471'OF WEST RIGHT-OF-WAY FENCE.  STATION IS A U.S.C. AND G.S. AND
 OF2471'STATE SURVEY STANDARD DISK IN CONCRETE AND 0.1 FOOT BELOW
 OF2471'GROUND.
 OF2471
 OF2471                          STATION RECOVERY (1969)
 OF2471
 OF2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2471'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2471'
 OF2471'IN WHEATLAND, ALONG RIGA-MUMFORD ROAD.
 OF2471'
 OF2471'0.45 MILE SOUTH OF NORTH ROAD.
 OF2471'
 OF2471'0.4 MILE NORTH, NORTHEAST OF STATION RIGA.
 OF2471'
 OF2471'29.5 FEET WEST OF CENTER LINE OF RIGA-MUMFORD ROAD.  AT NORTH
 OF2471'END OF CURVE.
 OF2471'
 OF2471'72.3 FEET SOUTH OF CONCRETE POST NO. 230.
 OF2471'
 OF2471'3.1 FEET EAST OF FENCE.
 OF2471'
 OF2471'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2471'STANDARD DISK IN CONCRETE FLUSH WITH GROUND AND STAMPED 641, 1936.
 OF2471
 OF2471                          STATION RECOVERY (1973)
 OF2471
 OF2471'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2471'IN WHEATLAND, ON THE W. SIDE OF RIGA-MUMFORD ROAD (RT. 36) AND
 OF2471'0.1 MILE N. OF OATKA CREEK ROAD (RT. 245)
 OF2471'
 OF2471'29.5 FT W OF C.L. RT. 36
 OF2471'
 OF2471'75.7 FT N. OF UTILITY POLE NM 25, 321, RTC 38
 OF2471'
 OF2471'3.0 FT E OF WIRE FENCE
 OF2471'
 OF2471'1.0 FT E OF MONROE COUNTY WITNESS SIGN.
 OF2471'
 OF2471'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD
 OF2471'DISK IN CONCRETE AT GRADE.
 OF2471
 OF2471                          STATION RECOVERY (1973)
 OF2471
 OF2471'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2471'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2471
 OF2471                          STATION RECOVERY (1995)
 OF2471
 OF2471'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 OF2471'ADDITIONAL DESCRIPTIVE DETAILS FOLLOW.  THE STATION IS 2.33 KM (1.45
 OF2471'MI) NORTH OF THE JUNCTION OF NY ROUTES 36 AND 383 NORTH OF CALEDONIA,
 OF2471'AND 0.72 KM (0.45 MI) SOUTH OF THE JUNCTION OF ROUTE 36 AND NORTH ROAD
 OF2471'NEAR THE NORTH END OF A CURVE.  IT IS SET IN A LOW EARTH BANK
 OF2471'SEPARATING THE RIGHT-OF-WAY DRAINAGE DITCH FROM THE AGRICULTURAL LAND
 OF2471'BEYOND AND IS 8.8 M (28.87 FT) WEST OF THE CENTERLINE OF ROUTE 36.
 OF2471'THE OLD MONROE COUNTY WITNESS POST WAS LOCATED AND REINSTALLED IN
 OF2471'1995.
 OF2471
 OF2471                          STATION RECOVERY (1998)
 OF2471
 OF2471'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 OF2471'GOOD.
 OF2471
 OF2471                          STATION RECOVERY (1999)
 OF2471
 OF2471'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 OF2471'RECOVERED IN GOOD CONDITION.
 OF2471
 OF2471                          STATION RECOVERY (2001)
 OF2471
 OF2471'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (EAM)
 OF2471'RECOVERED AS DESCRIBED.
 OF2471' 
 OF2471' 
 OF2471'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0016 ***********************************************************************
 NC0016  DESIGNATION -  64.41
 NC0016  PID         -  NC0016
 NC0016  STATE/COUNTY-  NY/WYOMING
 NC0016  USGS QUAD   -  BLISS (1979)
 NC0016
 NC0016                         *CURRENT SURVEY CONTROL
 NC0016  ___________________________________________________________________
 NC0016* NAD 83(1986)-  42 33 50.     (N)    078 16 04.     (W)     SCALED    
 NC0016* NAVD 88     -       542.21   (+/-2cm)    1778.9    (feet)  VERTCON   
 NC0016  ___________________________________________________________________
 NC0016  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NC0016
 NC0016  VERT ORDER  -  THIRD (See Below)
 NC0016
 NC0016.The horizontal coordinates were scaled from a topographic map and have
 NC0016.an estimated accuracy of +/- 6 seconds.
 NC0016
 NC0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0016.The vertical order pertains to the NGVD 29 superseded value.
 NC0016
 NC0016.The geoid height was determined by GEOID03.
 NC0016
 NC0016;                    North         East    Units  Estimated Accuracy
 NC0016;SPC NY W     -   284,770.      375,910.      MT  (+/- 180 meters Scaled)
 NC0016
 NC0016                          SUPERSEDED SURVEY CONTROL
 NC0016
 NC0016  NGVD 29 (??/??/??)  542.34   (m)         1779.3    (f) RESET       3  
 NC0016
 NC0016.Superseded values are not recommended for survey control.
 NC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0016.See file dsdata.txt to determine how the superseded data were derived.
 NC0016
 NC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH242160(NAD 83)
 NC0016_MARKER: Z = SEE DESCRIPTION
 NC0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0016_SP_SET: BRIDGE
 NC0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0016
 NC0016  HISTORY     - Date     Condition        Report By
 NC0016  HISTORY     - UNK      MONUMENTED       BORR
 NC0016  HISTORY     - 1929     GOOD             NGS
 NC0016
 NC0016                          STATION DESCRIPTION
 NC0016
 NC0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0016'14.6 MI S FROM SILVER LAKE JUNCTION.
 NC0016'ON BRIDGE 64.41 ON BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0217 ***********************************************************************
 NB0217  DESIGNATION -  645 S
 NB0217  PID         -  NB0217
 NB0217  STATE/COUNTY-  NY/ONONDAGA
 NB0217  USGS QUAD   -  JAMESVILLE (1978)
 NB0217
 NB0217                         *CURRENT SURVEY CONTROL
 NB0217  ___________________________________________________________________
 NB0217* NAD 83(1986)-  42 58 58.     (N)    076 04 08.     (W)     SCALED    
 NB0217* NAVD 88     -       196.595  (meters)     645.00   (feet)  ADJUSTED  
 NB0217  ___________________________________________________________________
 NB0217  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NB0217  DYNAMIC HT  -         196.539 (meters)     644.81  (feet)  COMP
 NB0217  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NB0217
 NB0217  VERT ORDER  -  SECOND    CLASS 0
 NB0217
 NB0217.The horizontal coordinates were scaled from a topographic map and have
 NB0217.an estimated accuracy of +/- 6 seconds.
 NB0217
 NB0217.The orthometric height was determined by differential leveling
 NB0217.and adjusted by the National Geodetic Survey in June 1991..
 NB0217
 NB0217.The geoid height was determined by GEOID03.
 NB0217
 NB0217.The dynamic height is computed by dividing the NAVD 88
 NB0217.geopotential number by the normal gravity value computed on the
 NB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0217.degrees latitude (g = 980.6199 gals.).
 NB0217
 NB0217.The modeled gravity was interpolated from observed gravity values.
 NB0217
 NB0217;                    North         East    Units  Estimated Accuracy
 NB0217;SPC NY C     -   331,390.      291,960.      MT  (+/- 180 meters Scaled)
 NB0217
 NB0217                          SUPERSEDED SURVEY CONTROL
 NB0217
 NB0217  NGVD 29 (??/??/92)  196.752  (m)          645.51   (f) ADJ UNCH    2 0
 NB0217
 NB0217.Superseded values are not recommended for survey control.
 NB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0217.See file dsdata.txt to determine how the superseded data were derived.
 NB0217
 NB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN128594(NAD 83)
 NB0217_MARKER: DD = SURVEY DISK
 NB0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0217_SP_SET: WALL
 NB0217_STAMPING: 645 S
 NB0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0217
 NB0217  HISTORY     - Date     Condition        Report By
 NB0217  HISTORY     - UNK      MONUMENTED       USGS
 NB0217  HISTORY     - 1942     GOOD             NGS
 NB0217  HISTORY     - 19910414 GOOD             USPSQD
 NB0217
 NB0217                          STATION DESCRIPTION
 NB0217
 NB0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0217'1.1 MI S FROM JAMESVILLE.
 NB0217'1.1 MILES SOUTH ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE STATION
 NB0217'AT JAMESVILLE, ONONDAGA COUNTY, AT THE EAST END OF A RESERVOIR DAM,
 NB0217'IN THE CENTER OF THE TOP OF THE WALL, AND 1 FOOT FROM THE WEST END OF
 NB0217'THE EAST COPING. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NB0217'STAMPED 645 S.
 NB0217
 NB0217                          STATION RECOVERY (1991)
 NB0217
 NB0217'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0314 ***********************************************************************
 NC0314  DESIGNATION -  645 USLS
 NC0314  PID         -  NC0314
 NC0314  STATE/COUNTY-  NY/ERIE
 NC0314  USGS QUAD   -  BUFFALO NW (1965)
 NC0314
 NC0314                         *CURRENT SURVEY CONTROL
 NC0314  ___________________________________________________________________
 NC0314* NAD 83(1986)-  42 56 23.     (N)    078 54 34.     (W)     SCALED    
 NC0314* NAVD 88     -       174.227  (meters)     571.61   (feet)  ADJUSTED  
 NC0314  ___________________________________________________________________
 NC0314  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 NC0314  DYNAMIC HT  -         174.182 (meters)     571.46  (feet)  COMP
 NC0314  MODELED GRAV-     980,357.5   (mgal)                       NAVD 88
 NC0314
 NC0314  VERT ORDER  -  FIRST     CLASS 0
 NC0314
 NC0314.The horizontal coordinates were scaled from a topographic map and have
 NC0314.an estimated accuracy of +/- 6 seconds.
 NC0314
 NC0314.The orthometric height was determined by differential leveling
 NC0314.and adjusted by the National Geodetic Survey in June 1991..
 NC0314.WARNING-Repeat measurements at this control monument indicate possible
 NC0314.vertical movement.
 NC0314
 NC0314.The geoid height was determined by GEOID03.
 NC0314
 NC0314.The dynamic height is computed by dividing the NAVD 88
 NC0314.geopotential number by the normal gravity value computed on the
 NC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0314.degrees latitude (g = 980.6199 gals.).
 NC0314
 NC0314.The modeled gravity was interpolated from observed gravity values.
 NC0314
 NC0314;                    North         East    Units  Estimated Accuracy
 NC0314;SPC NY W     -   326,530.      323,380.      MT  (+/- 180 meters Scaled)
 NC0314
 NC0314                          SUPERSEDED SURVEY CONTROL
 NC0314
 NC0314  NGVD 29 (??/??/92)  174.397  (m)          572.17   (f) ADJ UNCH    1 0
 NC0314
 NC0314.Superseded values are not recommended for survey control.
 NC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0314.See file dsdata.txt to determine how the superseded data were derived.
 NC0314
 NC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH705562(NAD 83)
 NC0314_MARKER: DB = BENCH MARK DISK
 NC0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0314_SP_SET: BREAKWALL
 NC0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0314
 NC0314  HISTORY     - Date     Condition        Report By
 NC0314  HISTORY     - UNK      MONUMENTED       USLS
 NC0314  HISTORY     - 1970     GOOD             USLS
 NC0314  HISTORY     - 1977     GOOD             NGS
 NC0314
 NC0314                          STATION DESCRIPTION
 NC0314
 NC0314'DESCRIBED BY US LAKE SURVEY 1970
 NC0314'IN BUFFALO.
 NC0314'IS AT BUFFALO, ERIE COUNTY, NEW YORK, NEAR FOOT OF HERTEL STREET, ON
 NC0314'NORTH SIDE OF MARINA ENTRANCE AND NORTHWEST CORNER OF PROPERTY OF RICH
 NC0314'MARINE SALES, AT THE NORTHERLY END OF THE CONCRETE BREAKWALL, 9.9 FEET
 NC0314'SOUTHEAST OF MOST WESTERLY METAL FENCE POST, 4.6 FEET EAST OF WEST
 NC0314'FACE OF BREAKWALL, 2.5 FEET NORTH OF METAL POST ON WALL, BEING HIGHEST
 NC0314'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF BREAKWALL.
 NC0314
 NC0314                          STATION RECOVERY (1977)
 NC0314
 NC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0206 ***********************************************************************
 NA0206  DESIGNATION -  646
 NA0206  PID         -  NA0206
 NA0206  STATE/COUNTY-  NY/SCHOHARIE
 NA0206  USGS QUAD   -  MIDDLEBURGH (1994)
 NA0206
 NA0206                         *CURRENT SURVEY CONTROL
 NA0206  ___________________________________________________________________
 NA0206* NAD 83(1986)-  42 35 48.     (N)    074 19 59.     (W)     SCALED    
 NA0206* NAVD 88     -       197.056  (meters)     646.51   (feet)  ADJUSTED  
 NA0206  ___________________________________________________________________
 NA0206  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 NA0206  DYNAMIC HT  -         196.996 (meters)     646.31  (feet)  COMP
 NA0206  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 NA0206
 NA0206  VERT ORDER  -  SECOND    CLASS 0
 NA0206
 NA0206.The horizontal coordinates were scaled from a topographic map and have
 NA0206.an estimated accuracy of +/- 6 seconds.
 NA0206
 NA0206.The orthometric height was determined by differential leveling
 NA0206.and adjusted by the National Geodetic Survey in June 1991..
 NA0206
 NA0206.The geoid height was determined by GEOID03.
 NA0206
 NA0206.The dynamic height is computed by dividing the NAVD 88
 NA0206.geopotential number by the normal gravity value computed on the
 NA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0206.degrees latitude (g = 980.6199 gals.).
 NA0206
 NA0206.The modeled gravity was interpolated from observed gravity values.
 NA0206
 NA0206;                    North         East    Units  Estimated Accuracy
 NA0206;SPC NY E     -   417,880.      163,700.      MT  (+/- 180 meters Scaled)
 NA0206
 NA0206                          SUPERSEDED SURVEY CONTROL
 NA0206
 NA0206  NGVD 29 (??/??/92)  197.209  (m)          647.01   (f) ADJ UNCH    2 0
 NA0206
 NA0206.Superseded values are not recommended for survey control.
 NA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0206.See file dsdata.txt to determine how the superseded data were derived.
 NA0206
 NA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN547162(NAD 83)
 NA0206_MARKER: DB = BENCH MARK DISK
 NA0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0206_SP_SET: BUILDING
 NA0206_STAMPING: 646
 NA0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0206+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 NA0206
 NA0206  HISTORY     - Date     Condition        Report By
 NA0206  HISTORY     - UNK      MONUMENTED       USGS
 NA0206  HISTORY     - 1942     GOOD             NGS
 NA0206  HISTORY     - 1965     GOOD             LOCSUR
 NA0206  HISTORY     - 1987     GOOD             USPSQD
 NA0206  HISTORY     - 20020826 GOOD             NYSS
 NA0206
 NA0206                          STATION DESCRIPTION
 NA0206
 NA0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0206'AT MIDDLEBURG.
 NA0206'AT MIDDLEBURG, A U. S. GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE
 NA0206'SOUTHWEST FACE OF THE BRICK WALL OF THE ENTRANCE TO THE MIDDLEBURG
 NA0206'CENTRAL SCHOOL AUDITORIUM.
 NA0206
 NA0206                          STATION RECOVERY (1965)
 NA0206
 NA0206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 NA0206'RECOVERED IN GOOD CONDITION.
 NA0206
 NA0206                          STATION RECOVERY (1987)
 NA0206
 NA0206'RECOVERY NOTE BY US POWER SQUADRON 1987 (DH)
 NA0206'RECOVERED IN GOOD CONDITION.
 NA0206
 NA0206                          STATION RECOVERY (2002)
 NA0206
 NA0206'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 NA0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1014 ***********************************************************************
 OF1014  DESIGNATION -  6.47
 OF1014  PID         -  OF1014
 OF1014  STATE/COUNTY-  NY/MONROE
 OF1014  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1014
 OF1014                         *CURRENT SURVEY CONTROL
 OF1014  ___________________________________________________________________
 OF1014* NAD 83(1986)-  43 05 10.     (N)    077 42 44.     (W)     SCALED    
 OF1014* NAVD 88     -       160.32   (+/-2cm)     526.0    (feet)  VERTCON   
 OF1014  ___________________________________________________________________
 OF1014  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OF1014
 OF1014  VERT ORDER  -  THIRD (See Below)
 OF1014
 OF1014.The horizontal coordinates were scaled from a topographic map and have
 OF1014.an estimated accuracy of +/- 6 seconds.
 OF1014
 OF1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1014.The vertical order pertains to the NGVD 29 superseded value.
 OF1014
 OF1014.The geoid height was determined by GEOID03.
 OF1014
 OF1014;                    North         East    Units  Estimated Accuracy
 OF1014;SPC NY W     -   343,100.      420,930.      MT  (+/- 180 meters Scaled)
 OF1014
 OF1014                          SUPERSEDED SURVEY CONTROL
 OF1014
 OF1014  NGVD 29 (??/??/??)  160.49   (m)          526.5    (f) RESET       3  
 OF1014
 OF1014.Superseded values are not recommended for survey control.
 OF1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1014.See file dsdata.txt to determine how the superseded data were derived.
 OF1014
 OF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN792739(NAD 83)
 OF1014_MARKER: Z = SEE DESCRIPTION
 OF1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1014_SP_SET: BRIDGE ABUTMENT
 OF1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1014
 OF1014  HISTORY     - Date     Condition        Report By
 OF1014  HISTORY     - UNK      MONUMENTED       BORR
 OF1014  HISTORY     - 1920     GOOD             NGS
 OF1014
 OF1014                          STATION DESCRIPTION
 OF1014
 OF1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OF1014'5 MI SW FROM ROCHESTER.
 OF1014'ON BRIDGE 647 ON COPING OF NORTH ABUTMENT OF LEFT SIDE OF TRACK
 OF1014'341 + 63.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0558 ***********************************************************************
 KV0558  DESIGNATION -  65 A TDB
 KV0558  PID         -  KV0558
 KV0558  STATE/COUNTY-  NY/KINGS
 KV0558  USGS QUAD   -  JERSEY CITY (1981)
 KV0558
 KV0558                         *CURRENT SURVEY CONTROL
 KV0558  ___________________________________________________________________
 KV0558* NAD 83(1986)-  40 38 23.     (N)    074 01 40.     (W)     SCALED    
 KV0558* NAVD 88     -        20.466  (meters)      67.15   (feet)  ADJUSTED  
 KV0558  ___________________________________________________________________
 KV0558  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV0558  DYNAMIC HT  -          20.458 (meters)      67.12  (feet)  COMP
 KV0558  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 KV0558
 KV0558  VERT ORDER  -  FIRST     CLASS II
 KV0558
 KV0558.The horizontal coordinates were scaled from a topographic map and have
 KV0558.an estimated accuracy of +/- 6 seconds.
 KV0558
 KV0558.The orthometric height was determined by differential leveling
 KV0558.and adjusted by the National Geodetic Survey in June 1991..
 KV0558.WARNING-Repeat measurements at this control monument indicate possible
 KV0558.vertical movement.
 KV0558
 KV0558.The geoid height was determined by GEOID03.
 KV0558
 KV0558.The dynamic height is computed by dividing the NAVD 88
 KV0558.geopotential number by the normal gravity value computed on the
 KV0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0558.degrees latitude (g = 980.6199 gals.).
 KV0558
 KV0558.The modeled gravity was interpolated from observed gravity values.
 KV0558
 KV0558;                    North         East    Units  Estimated Accuracy
 KV0558;SPC NY L     -    52,530.      297,650.      MT  (+/- 180 meters Scaled)
 KV0558
 KV0558                          SUPERSEDED SURVEY CONTROL
 KV0558
 KV0558  NGVD 29 (??/??/??)   20.805  (m)           68.26   (f) ADJUSTED    1 2
 KV0558
 KV0558.Superseded values are not recommended for survey control.
 KV0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0558.See file dsdata.txt to determine how the superseded data were derived.
 KV0558
 KV0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK822992(NAD 83)
 KV0558_MARKER: X = CHISELED CROSS
 KV0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0558_SP_SET: STONE POST
 KV0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0558+STABILITY: SURFACE MOTION
 KV0558
 KV0558  HISTORY     - Date     Condition        Report By
 KV0558  HISTORY     - 1934     MONUMENTED       LOCENG
 KV0558  HISTORY     - 1952     GOOD             CGS
 KV0558  HISTORY     - 20060626 MARK NOT FOUND   GEOCAC
 KV0558
 KV0558                          STATION DESCRIPTION
 KV0558
 KV0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0558'AT NEW YORK.
 KV0558'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT RIDGE BOULEVARD AND 67TH
 KV0558'STREET, IN NORTHEAST ANGLE OF INTERSECTION, 15 FEET NORTH OF
 KV0558'NORTH CURB OF 67TH STREET, 9 FEET EAST OF EAST CURB OF RIDGE
 KV0558'BOULEVARD, A CHISELED CROSS ON TOP OF A CONCRETE POST ABOUT 8
 KV0558'INCHES BELOW SIDE WALK AND UNDER A 10-INCH SQUARE MANHOLE MARKED
 KV0558'MONUMENT TOPOGRAPHICAL DIVISION BROOKLYN.
 KV0558
 KV0558                          STATION RECOVERY (2006)
 KV0558
 KV0558'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0558'NOT RECOVERED, NOT FOUND.
 KV0558' 
 KV0558'THE AREA AT THE CORNER OF RIDGE BOULEVARD AND 67TH STREET WAS LOCATED.
 KV0558'THERE IS NO BROOKLYN TOPOGRAPHICAL BUREAU SQUARE MAN HOLE COVER AT THE
 KV0558'LOCATION.  THE SIDEWALK HAS RECENTLY BEEN RESURFACED AT THIS CORNER.
 KV0558'THE MARK IS EITHER BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2286 ***********************************************************************
 OF2286  DESIGNATION -  650 MCGS 1969
 OF2286  PID         -  OF2286
 OF2286  STATE/COUNTY-  NY/MONROE
 OF2286  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2286
 OF2286                         *CURRENT SURVEY CONTROL
 OF2286  ___________________________________________________________________
 OF2286* NAD 83(1996)-  43 07 50.45970(N)    077 39 56.98092(W)     ADJUSTED  
 OF2286* NAVD 88     -       168.8    (meters)     554.     (feet)  VERTCON   
 OF2286  ___________________________________________________________________
 OF2286  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OF2286  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2286
 OF2286  HORZ ORDER  -  SECOND
 OF2286
 OF2286.The horizontal coordinates were established by classical geodetic methods
 OF2286.and adjusted by the National Geodetic Survey in January 1999..
 OF2286
 OF2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2286
 OF2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2286
 OF2286.The geoid height was determined by GEOID03.
 OF2286
 OF2286;                    North         East     Units Scale Factor Converg.
 OF2286;SPC NY W     -   348,095.901   424,651.069   MT  1.00000603   +0 37 38.3
 OF2286;SPC NY W     - 1,142,044.64  1,393,209.38   sFT  1.00000603   +0 37 38.3
 OF2286;UTM  18      - 4,778,777.025   283,168.589   MT  1.00017841   -1 49 23.7
 OF2286
 OF2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2286!SPC NY W     -   0.99997908  x   1.00000603  =   0.99998511
 OF2286!UTM  18      -   0.99997908  x   1.00017841  =   1.00015749
 OF2286
 OF2286|---------------------------------------------------------------------|
 OF2286| PID    Reference Object                     Distance      Geod. Az  |
 OF2286|                                                           dddmmss.s |
 OF2286| OF2346 311                                 341.549 METERS 08440     |
 OF2286| OF2352 651                                 APPROX. 0.6 KM 2700114.1 |
 OF2286|---------------------------------------------------------------------|
 OF2286
 OF2286                          SUPERSEDED SURVEY CONTROL
 OF2286
 OF2286  NAD 83(1986)-  43 07 50.46662(N)    077 39 56.98010(W) AD(       ) 2
 OF2286  NAD 27      -  43 07 50.24447(N)    077 39 57.96931(W) AD(       ) 2
 OF2286  NGVD 29 (07/19/86)  169.0    (m)          554.     (f) VERT ANG       
 OF2286
 OF2286.Superseded values are not recommended for survey control.
 OF2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2286.See file dsdata.txt to determine how the superseded data were derived.
 OF2286
 OF2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8316978777(NAD 83)
 OF2286_MARKER: DD = SURVEY DISK
 OF2286_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2286
 OF2286  HISTORY     - Date     Condition        Report By
 OF2286  HISTORY     - 1969     MONUMENTED       NY-055
 OF2286  HISTORY     - 1975     GOOD             NY-055
 OF2286
 OF2286                          STATION DESCRIPTION
 OF2286
 OF2286'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2286'IN GATES,
 OF2286'
 OF2286'0.8 MILES NORTHEAST OF AIRPORT 1969.
 OF2286'
 OF2286'IN MALL OF ENTRANCE ROAD TO ROCHESTER MONROE COUNTY AIRPORT,
 OF2286'
 OF2286'2.0 FEET WEST OF EAST EDGE OF MALL.
 OF2286'
 OF2286'15.3 FEET NORTH OF LIGHT POLE.
 OF2286'
 OF2286'20.0 FEET NORTH NORTHEAST OF CENTER OF MANHOLE COVER.
 OF2286'
 OF2286'21.3 FEET NORTH OF CENTER OF MANHOLE COVER.
 OF2286'
 OF2286'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2286'STAMPED 650 IN THE TOP OF A CONCRETE POST 1.6 FEET BELOW GRADE IN A
 OF2286'CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 OF2286
 OF2286                          STATION RECOVERY (1975)
 OF2286
 OF2286'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2286'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2352 ***********************************************************************
 OF2352  DESIGNATION -  651
 OF2352  PID         -  OF2352
 OF2352  STATE/COUNTY-  NY/MONROE
 OF2352  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2352
 OF2352                         *CURRENT SURVEY CONTROL
 OF2352  ___________________________________________________________________
 OF2352* NAD 83(1996)-  43 07 50.46611(N)    077 40 24.94076(W)     ADJUSTED  
 OF2352* NAVD 88     -       170.9    (meters)     561.     (feet)  VERTCON   
 OF2352  ___________________________________________________________________
 OF2352  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OF2352  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2352
 OF2352  HORZ ORDER  -  SECOND
 OF2352
 OF2352.The horizontal coordinates were established by classical geodetic methods
 OF2352.and adjusted by the National Geodetic Survey in January 1999..
 OF2352
 OF2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2352
 OF2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2352
 OF2352.The geoid height was determined by GEOID03.
 OF2352
 OF2352;                    North         East     Units Scale Factor Converg.
 OF2352;SPC NY W     -   348,089.209   424,019.147   MT  1.00000487   +0 37 19.1
 OF2352;SPC NY W     - 1,142,022.68  1,391,136.15   sFT  1.00000487   +0 37 19.1
 OF2352;UTM  18      - 4,778,797.362   282,536.848   MT  1.00018178   -1 49 42.8
 OF2352
 OF2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2352!SPC NY W     -   0.99997875  x   1.00000487  =   0.99998362
 OF2352!UTM  18      -   0.99997875  x   1.00018178  =   1.00016053
 OF2352
 OF2352:                Primary Azimuth Mark                     Grid Az
 OF2352:SPC NY W     -  4 1 144                                  087 21 41.8
 OF2352:UTM  18      -  4 1 144                                  089 48 43.7
 OF2352
 OF2352|---------------------------------------------------------------------|
 OF2352| PID    Reference Object                     Distance      Geod. Az  |
 OF2352|                                                           dddmmss.s |
 OF2352| OF2347 4 1 144                             APPROX. 1.1 KM 0875900.9 |
 OF2352| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 3.7 KM 0934712.9 |
 OF2352| OF2354 4117                                322.736 METERS 27142     |
 OF2352|---------------------------------------------------------------------|
 OF2352
 OF2352                          SUPERSEDED SURVEY CONTROL
 OF2352
 OF2352  NAD 83(1986)-  43 07 50.47294(N)    077 40 24.93986(W) AD(       ) 2
 OF2352  NAD 27      -  43 07 50.25114(N)    077 40 25.92755(W) AD(       ) 2
 OF2352  NGVD 29 (07/19/86)  171.1    (m)          561.     (f) VERT ANG       
 OF2352
 OF2352.Superseded values are not recommended for survey control.
 OF2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2352.See file dsdata.txt to determine how the superseded data were derived.
 OF2352
 OF2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8253778797(NAD 83)
 OF2352_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2352
 OF2352  HISTORY     - Date     Condition        Report By
 OF2352  HISTORY     - UNK      MONUMENTED
 OF2352  HISTORY     - 1975     GOOD             NY-055
 OF2352
 OF2352                          STATION DESCRIPTION
 OF2352
 OF2352'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2352'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2352'IN TOWN OF GATES ON B AND O RAILROAD BRIDGE OVER BROOKS AVE, 10.4 FT
 OF2352'NE OF NE CORNER OF SOUTHERLYMOST RIB OF BRIDGE WALL, 5.0 FT
 OF2352'PERPENDICULARLY FROM THIRD RIB OF BRIDGE WALL, 36.9 FT SE OF EIGHTH
 OF2352'RIB OF BRIDGE WALL, AND 9.7 FT W OF MOST WESTERLY TRACK OF RR.
 OF2352'STATION IS A STANDARD DISK STAMPED---651---IMBEDDED IN OLD 1939 POST
 OF2352'1.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2311 ***********************************************************************
 OF2311  DESIGNATION -  653 3 MCGS 1969
 OF2311  PID         -  OF2311
 OF2311  STATE/COUNTY-  NY/MONROE
 OF2311  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2311
 OF2311                         *CURRENT SURVEY CONTROL
 OF2311  ___________________________________________________________________
 OF2311* NAD 83(1996)-  43 09 25.34530(N)    077 41 27.45930(W)     ADJUSTED  
 OF2311* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 OF2311  ___________________________________________________________________
 OF2311  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OF2311  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF2311
 OF2311  HORZ ORDER  -  SECOND
 OF2311
 OF2311.The horizontal coordinates were established by classical geodetic methods
 OF2311.and adjusted by the National Geodetic Survey in January 1999..
 OF2311
 OF2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2311
 OF2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2311
 OF2311.The geoid height was determined by GEOID03.
 OF2311
 OF2311;                    North         East     Units Scale Factor Converg.
 OF2311;SPC NY W     -   351,001.816   422,574.982   MT  1.00000227   +0 36 37.5
 OF2311;SPC NY W     - 1,151,578.46  1,386,398.09   sFT  1.00000227   +0 36 37.5
 OF2311;UTM  18      - 4,781,769.608   281,218.329   MT  1.00018886   -1 50 28.8
 OF2311
 OF2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2311!SPC NY W     -   0.99997898  x   1.00000227  =   0.99998125
 OF2311!UTM  18      -   0.99997898  x   1.00018886  =   1.00016784
 OF2311
 OF2311:                Primary Azimuth Mark                     Grid Az
 OF2311:SPC NY W     -  GATES GM DELCO TANK                      075 34 52.7
 OF2311:UTM  18      -  GATES GM DELCO TANK                      078 01 59.0
 OF2311
 OF2311|---------------------------------------------------------------------|
 OF2311| PID    Reference Object                     Distance      Geod. Az  |
 OF2311|                                                           dddmmss.s |
 OF2311| OF2290 GATES GM DELCO TANK                 APPROX. 2.1 KM 0761130.2 |
 OF2311| OF2365 653 3R NYGS 1962                     64.451 METERS 19343     |
 OF2311| OF2366 4108 MCGS 1971                      APPROX. 0.9 KM 3593421.2 |
 OF2311|---------------------------------------------------------------------|
 OF2311
 OF2311                          SUPERSEDED SURVEY CONTROL
 OF2311
 OF2311  NAD 83(1986)-  43 09 25.35248(N)    077 41 27.45740(W) AD(       ) 2
 OF2311  NAD 27      -  43 09 25.12855(N)    077 41 28.44162(W) AD(       ) 2
 OF2311  NGVD 29 (07/19/86)  169.7    (m)          557.     (f) VERT ANG       
 OF2311
 OF2311.Superseded values are not recommended for survey control.
 OF2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2311.See file dsdata.txt to determine how the superseded data were derived.
 OF2311
 OF2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8121881770(NAD 83)
 OF2311_MARKER: DD = SURVEY DISK
 OF2311_SETTING: 0 = UNSPECIFIED SETTING
 OF2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2311
 OF2311  HISTORY     - Date     Condition        Report By
 OF2311  HISTORY     - 1969     MONUMENTED       NY-055
 OF2311  HISTORY     - 1971     GOOD             NY-055
 OF2311
 OF2311                          STATION DESCRIPTION
 OF2311
 OF2311'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2311'IN GATES ALONG HOWARD ROAD.
 OF2311'
 OF2311'0.45 MILE NORTH OF BUFFALO ROAD AT THE HOWARD ROAD OVER PASS
 OF2311'OVER U.S. 490.
 OF2311'
 OF2311'1.2 MILES EAST OF STATION WEGMAN, 1969.
 OF2311'
 OF2311'2.5 FEET NORTH OF THE SOUTH END OF SIDEWALK.
 OF2311'
 OF2311'3 FEET EAST OF THE WEST EDGE OF EAST WALK.
 OF2311'
 OF2311'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2311'STAMPED 653-3 FLUSH WITH WALK.
 OF2311
 OF2311                          STATION RECOVERY (1971)
 OF2311
 OF2311'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2311'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2295 ***********************************************************************
 OF2295  DESIGNATION -  653 3A MCGS 1969
 OF2295  PID         -  OF2295
 OF2295  STATE/COUNTY-  NY/MONROE
 OF2295  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2295
 OF2295                         *CURRENT SURVEY CONTROL
 OF2295  ___________________________________________________________________
 OF2295* NAD 83(1996)-  43 09 26.96303(N)    077 42 41.47385(W)     ADJUSTED  
 OF2295* NAVD 88     -       181.3    (meters)     595.     (feet)  VERTCON   
 OF2295  ___________________________________________________________________
 OF2295  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF2295  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF2295
 OF2295  HORZ ORDER  -  SECOND
 OF2295
 OF2295.The horizontal coordinates were established by classical geodetic methods
 OF2295.and adjusted by the National Geodetic Survey in January 1999..
 OF2295
 OF2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2295
 OF2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2295
 OF2295.The geoid height was determined by GEOID03.
 OF2295
 OF2295;                    North         East     Units Scale Factor Converg.
 OF2295;SPC NY W     -   351,034.128   420,902.380   MT  0.99999932   +0 35 46.9
 OF2295;SPC NY W     - 1,151,684.47  1,380,910.56   sFT  0.99999932   +0 35 46.9
 OF2295;UTM  18      - 4,781,873.461   279,548.319   MT  1.00019788   -1 51 19.6
 OF2295
 OF2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2295!SPC NY W     -   0.99997713  x   0.99999932  =   0.99997645
 OF2295!UTM  18      -   0.99997713  x   1.00019788  =   1.00017500
 OF2295
 OF2295:                Primary Azimuth Mark                     Grid Az
 OF2295:SPC NY W     -  306 22 MCGS 1971                         359 59 34.5
 OF2295:UTM  18      -  306 22 MCGS 1971                         002 26 41.0
 OF2295
 OF2295|---------------------------------------------------------------------|
 OF2295| PID    Reference Object                     Distance      Geod. Az  |
 OF2295|                                                           dddmmss.s |
 OF2295| OF2330 306 22 MCGS 1971                    APPROX. 0.5 KM 0003521.4 |
 OF2295| OF2308 GATES MUN TANK                      APPROX. 1.5 KM 0692348.5 |
 OF2295| OF2313 GATES CENTER WATER TANK 1969        APPROX. 2.6 KM 1285725.6 |
 OF2295| OF2331 4109 MCGS 1971                      491.024 METERS 1791714.9 |
 OF2295|---------------------------------------------------------------------|
 OF2295
 OF2295                          SUPERSEDED SURVEY CONTROL
 OF2295
 OF2295  NAD 83(1986)-  43 09 26.97015(N)    077 42 41.47200(W) AD(       ) 2
 OF2295  NAD 27      -  43 09 26.74726(N)    077 42 42.45453(W) AD(       ) 2
 OF2295  NGVD 29 (07/19/86)  181.5    (m)          595.     (f) VERT ANG       
 OF2295
 OF2295.Superseded values are not recommended for survey control.
 OF2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2295.See file dsdata.txt to determine how the superseded data were derived.
 OF2295
 OF2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7954881873(NAD 83)
 OF2295_MARKER: DD = SURVEY DISK
 OF2295_SETTING: 0 = UNSPECIFIED SETTING
 OF2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2295
 OF2295  HISTORY     - Date     Condition        Report By
 OF2295  HISTORY     - 1969     MONUMENTED       NY-055
 OF2295  HISTORY     - 1971     GOOD             NY-055
 OF2295
 OF2295                          STATION DESCRIPTION
 OF2295
 OF2295'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2295'IN GATES ON WEST SIDEWALK OF WEGMAN ROAD BRIDGE OVER U.S. 490 AT
 OF2295'THE NORTHWEST CORNER OF BRIDGE.
 OF2295'
 OF2295'1.7 FEET EAST OF THE ALUMINUM HAND RAIL.
 OF2295'
 OF2295'2.3 FEET WEST OF THE EAST EDGE OF SIDEWALKS.
 OF2295'
 OF2295'11.7 FEET SOUTH OF THE NORTH END OF SIDEWALK.
 OF2295'
 OF2295'1.4 FEET NORTHWEST OF EXPANSION JOINT.
 OF2295'
 OF2295'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2295'STAMPED 653-3A FLUSH WITH WALK.
 OF2295
 OF2295                          STATION RECOVERY (1971)
 OF2295
 OF2295'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2295'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2365 ***********************************************************************
 OF2365  DESIGNATION -  653 3R NYGS 1962
 OF2365  PID         -  OF2365
 OF2365  STATE/COUNTY-  NY/MONROE
 OF2365  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2365
 OF2365                         *CURRENT SURVEY CONTROL
 OF2365  ___________________________________________________________________
 OF2365* NAD 83(1996)-  43 09 23.31631(N)    077 41 28.13548(W)     ADJUSTED  
 OF2365* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 OF2365  ___________________________________________________________________
 OF2365  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 OF2365  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF2365
 OF2365  HORZ ORDER  -  SECOND
 OF2365
 OF2365.The horizontal coordinates were established by classical geodetic methods
 OF2365.and adjusted by the National Geodetic Survey in January 1999..
 OF2365
 OF2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2365
 OF2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2365
 OF2365.The geoid height was determined by GEOID03.
 OF2365
 OF2365;                    North         East     Units Scale Factor Converg.
 OF2365;SPC NY W     -   350,939.043   422,560.373   MT  1.00000224   +0 36 37.0
 OF2365;SPC NY W     - 1,151,372.51  1,386,350.16   sFT  1.00000224   +0 36 37.0
 OF2365;UTM  18      - 4,781,707.505   281,201.045   MT  1.00018895   -1 50 29.2
 OF2365
 OF2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2365!SPC NY W     -   0.99997898  x   1.00000224  =   0.99998122
 OF2365!UTM  18      -   0.99997898  x   1.00018895  =   1.00016793
 OF2365
 OF2365|---------------------------------------------------------------------|
 OF2365| PID    Reference Object                     Distance      Geod. Az  |
 OF2365|                                                           dddmmss.s |
 OF2365| OF2311 653 3 MCGS 1969                      64.451 METERS 01343     |
 OF2365| OF2367 306 6 NYGS 1938                     APPROX. 0.7 KM 1780542.7 |
 OF2365|---------------------------------------------------------------------|
 OF2365
 OF2365                          SUPERSEDED SURVEY CONTROL
 OF2365
 OF2365  NAD 83(1986)-  43 09 23.32349(N)    077 41 28.13357(W) AD(       ) 2
 OF2365  NAD 27      -  43 09 23.09932(N)    077 41 29.11787(W) AD(       ) 2
 OF2365  NGVD 29 (07/19/86)  169.7    (m)          557.     (f) VERT ANG       
 OF2365
 OF2365.Superseded values are not recommended for survey control.
 OF2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2365.See file dsdata.txt to determine how the superseded data were derived.
 OF2365
 OF2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8120181708(NAD 83)
 OF2365_MARKER: DS = TRIANGULATION STATION DISK
 OF2365_SETTING: 0 = UNSPECIFIED SETTING
 OF2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2365
 OF2365  HISTORY     - Date     Condition        Report By
 OF2365  HISTORY     - 1962     MONUMENTED       NYGS
 OF2365  HISTORY     - 1971     GOOD             NY-055
 OF2365
 OF2365                          STATION DESCRIPTION
 OF2365
 OF2365'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2365'IN GATES, ON THE W. SIDE OF HOWARD ROAD, ABOUT 300 FEET S. OF
 OF2365'THE BRIDGE OVER ROUTE I490, AND 0.5 MI. N. OF BUFFALO ROAD (RT 33)
 OF2365'
 OF2365'22.9 W. OF CENTERLINE HOWARD ROAD
 OF2365'
 OF2365'42.6 FT NE OF NE CORNER OF HOUSE NO. 401
 OF2365'
 OF2365'8.0 FT S. OF POLE RG AND E 23
 OF2365'
 OF2365'6.5 FT. SE OF A U.S. MARKER
 OF2365'
 OF2365'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2365'IN CONCRETE AT GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2301 ***********************************************************************
 OF2301  DESIGNATION -  653 7 MCGS 1969
 OF2301  PID         -  OF2301
 OF2301  STATE/COUNTY-  NY/MONROE
 OF2301  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2301
 OF2301                         *CURRENT SURVEY CONTROL
 OF2301  ___________________________________________________________________
 OF2301* NAD 83(1996)-  43 10 58.68952(N)    077 42 05.32475(W)     ADJUSTED  
 OF2301* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 OF2301  ___________________________________________________________________
 OF2301  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 OF2301  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF2301
 OF2301  HORZ ORDER  -  SECOND
 OF2301
 OF2301.The horizontal coordinates were established by classical geodetic methods
 OF2301.and adjusted by the National Geodetic Survey in January 1999..
 OF2301
 OF2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2301
 OF2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2301
 OF2301.The geoid height was determined by GEOID03.
 OF2301
 OF2301;                    North         East     Units Scale Factor Converg.
 OF2301;SPC NY W     -   353,873.203   421,689.219   MT  1.00000070   +0 36 12.6
 OF2301;SPC NY W     - 1,160,999.00  1,383,492.05   sFT  1.00000070   +0 36 12.6
 OF2301;UTM  18      - 4,784,676.815   280,456.096   MT  1.00019296   -1 50 58.0
 OF2301
 OF2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2301!SPC NY W     -   0.99997973  x   1.00000070  =   0.99998043
 OF2301!UTM  18      -   0.99997973  x   1.00019296  =   1.00017269
 OF2301
 OF2301                          SUPERSEDED SURVEY CONTROL
 OF2301
 OF2301  NAD 83(1986)-  43 10 58.69674(N)    077 42 05.32288(W) AD(       ) 2
 OF2301  NAD 27      -  43 10 58.47438(N)    077 42 06.30607(W) AD(       ) 2
 OF2301  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 OF2301
 OF2301.Superseded values are not recommended for survey control.
 OF2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2301.See file dsdata.txt to determine how the superseded data were derived.
 OF2301
 OF2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8045684677(NAD 83)
 OF2301_MARKER: DD = SURVEY DISK
 OF2301_SETTING: 0 = UNSPECIFIED SETTING
 OF2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2301
 OF2301  HISTORY     - Date     Condition        Report By
 OF2301  HISTORY     - 1969     MONUMENTED       NY-055
 OF2301
 OF2301                          STATION DESCRIPTION
 OF2301
 OF2301'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2301'IN GREECE, ALONG LONG POND ROAD
 OF2301'
 OF2301'0.28 MILE SOUTH OF RIDGEWAY AVENUE
 OF2301'
 OF2301'2.0 MILE SOUTHEAST OF STATION KNOX 1969
 OF2301'
 OF2301'IN CONCRETE WALK AT NORTH END OF BRIDGE OVER CANAL
 OF2301'
 OF2301'5.0 FEET SOUTH OF NORTH EDGE OF SIDEWALK
 OF2301'
 OF2301'1.3 FEET EAST OF WEST EDGE OF EAST SIDEWALK
 OF2301'
 OF2301'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2301'STAMPED 653-7 FLUSH WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2298 ***********************************************************************
 OF2298  DESIGNATION -  653 8 MCGS 1969
 OF2298  PID         -  OF2298
 OF2298  STATE/COUNTY-  NY/MONROE
 OF2298  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2298
 OF2298                         *CURRENT SURVEY CONTROL
 OF2298  ___________________________________________________________________
 OF2298* NAD 83(1996)-  43 11 17.68314(N)    077 42 05.10076(W)     ADJUSTED  
 OF2298* NAVD 88     -       156.     (meters)     512.     (feet)  VERTCON   
 OF2298  ___________________________________________________________________
 OF2298  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OF2298  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF2298
 OF2298  HORZ ORDER  -  SECOND
 OF2298
 OF2298.The horizontal coordinates were established by classical geodetic methods
 OF2298.and adjusted by the National Geodetic Survey in January 1999..
 OF2298
 OF2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2298
 OF2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2298
 OF2298.The geoid height was determined by GEOID03.
 OF2298
 OF2298;                    North         East     Units Scale Factor Converg.
 OF2298;SPC NY W     -   354,459.369   421,688.103   MT  1.00000070   +0 36 13.0
 OF2298;SPC NY W     - 1,162,922.11  1,383,488.38   sFT  1.00000070   +0 36 13.0
 OF2298;UTM  18      - 4,785,262.605   280,480.074   MT  1.00019283   -1 50 58.5
 OF2298
 OF2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2298!SPC NY W     -   0.99998115  x   1.00000070  =   0.99998185
 OF2298!UTM  18      -   0.99998115  x   1.00019283  =   1.00017397
 OF2298
 OF2298:                Primary Azimuth Mark                     Grid Az
 OF2298:SPC NY W     -  653 7 MCGS 1969                          179 53 27.0
 OF2298:UTM  18      -  653 7 MCGS 1969                          182 20 38.5
 OF2298
 OF2298|---------------------------------------------------------------------|
 OF2298| PID    Reference Object                     Distance      Geod. Az  |
 OF2298|                                                           dddmmss.s |
 OF2298| OF2301 653 7 MCGS 1969                     APPROX. 0.6 KM 1802940.0 |
 OF2298| OF2312 KNOX                                APPROX. 2.8 KM 3335006.8 |
 OF2298|---------------------------------------------------------------------|
 OF2298
 OF2298                          SUPERSEDED SURVEY CONTROL
 OF2298
 OF2298  NAD 83(1986)-  43 11 17.69036(N)    077 42 05.09897(W) AD(       ) 2
 OF2298  NAD 27      -  43 11 17.46812(N)    077 42 06.08196(W) AD(       ) 2
 OF2298  NGVD 29 (07/19/86)  156.     (m)          512.     (f) VERT ANG       
 OF2298
 OF2298.Superseded values are not recommended for survey control.
 OF2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2298.See file dsdata.txt to determine how the superseded data were derived.
 OF2298
 OF2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8048085263(NAD 83)
 OF2298_MARKER: DD = SURVEY DISK
 OF2298_SETTING: 0 = UNSPECIFIED SETTING
 OF2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2298
 OF2298  HISTORY     - Date     Condition        Report By
 OF2298  HISTORY     - 1969     MONUMENTED       NY-055
 OF2298
 OF2298                          STATION DESCRIPTION
 OF2298
 OF2298'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2298'IN GREECE ALONG LONG POND ROAD
 OF2298'
 OF2298'0.1 MILE NORTH OF RIDGEWAY AVENUE
 OF2298'
 OF2298'1.7 MILES SOUTHEAST OF STATION KNOX 1969
 OF2298'
 OF2298'22.0 FEET EAST OF CENTER OF LONG POND ROAD
 OF2298'
 OF2298'101.8 FEET SOUTH OF MANHOLE COVER
 OF2298'
 OF2298'41.9 FEET NORTH OF POLE RGE 55
 OF2298'
 OF2298'10.0 FEET EAST OF EDGE OF PAVEMENT
 OF2298'
 OF2298'34.8 FEET SOUTHEAST OF CATCHBASIN ON WEST SIDE OF ROAD
 OF2298'
 OF2298'9.3 FEET SOUTHEAST OF CATCHBASIN ON EAST SIDE OF ROAD
 OF2298'
 OF2298'145.8 FEET SOUTHEAST OF HYDRANT
 OF2298'
 OF2298'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2298'STAMPED 653-8 IN THE TOP OF A CONCRETE POST 0.5 FOOT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1129 ***********************************************************************
 OE1129  DESIGNATION -  654
 OE1129  PID         -  OE1129
 OE1129  STATE/COUNTY-  NY/OSWEGO
 OE1129  USGS QUAD   -  PANTHER LAKE (1959)
 OE1129
 OE1129                         *CURRENT SURVEY CONTROL
 OE1129  ___________________________________________________________________
 OE1129* NAD 83(1986)-  43 22 10.     (N)    075 56 29.     (W)     SCALED    
 OE1129* NAVD 88     -       199.234  (meters)     653.65   (feet)  ADJUSTED  
 OE1129  ___________________________________________________________________
 OE1129  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 OE1129  DYNAMIC HT  -         199.188 (meters)     653.50  (feet)  COMP
 OE1129  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 OE1129
 OE1129  VERT ORDER  -  SECOND    CLASS 0
 OE1129
 OE1129.The horizontal coordinates were scaled from a topographic map and have
 OE1129.an estimated accuracy of +/- 6 seconds.
 OE1129
 OE1129.The orthometric height was determined by differential leveling
 OE1129.and adjusted by the National Geodetic Survey in June 1991..
 OE1129
 OE1129.The geoid height was determined by GEOID03.
 OE1129
 OE1129.The dynamic height is computed by dividing the NAVD 88
 OE1129.geopotential number by the normal gravity value computed on the
 OE1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1129.degrees latitude (g = 980.6199 gals.).
 OE1129
 OE1129.The modeled gravity was interpolated from observed gravity values.
 OE1129
 OE1129;                    North         East    Units  Estimated Accuracy
 OE1129;SPC NY C     -   374,410.      302,030.      MT  (+/- 180 meters Scaled)
 OE1129
 OE1129                          SUPERSEDED SURVEY CONTROL
 OE1129
 OE1129  NGVD 29 (??/??/92)  199.395  (m)          654.18   (f) ADJ UNCH    2 0
 OE1129
 OE1129.Superseded values are not recommended for survey control.
 OE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1129.See file dsdata.txt to determine how the superseded data were derived.
 OE1129
 OE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP237022(NAD 83)
 OE1129_MARKER: DD = SURVEY DISK
 OE1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1129_SP_SET: BUILDING
 OE1129_STAMPING: 654
 OE1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1129
 OE1129  HISTORY     - Date     Condition        Report By
 OE1129  HISTORY     - UNK      MONUMENTED       USGS
 OE1129  HISTORY     - 1970     GOOD             NGS
 OE1129
 OE1129                          STATION DESCRIPTION
 OE1129
 OE1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OE1129'IN AMBOY CENTER.
 OE1129'AT THE METHODIST CHURCH, IN NORTHWEST ANGLE OF INTERSECTION OF STATE
 OE1129'HIGHWAY 69 AND 183 IN AMBOY CENTER.  50 YARDS NORTH OF THE GENERAL
 OE1129'STORE, 35 YARDS WEST OF HIGHWAY 183, 1 FOOT EAST OF THE SOUTHWEST
 OE1129'CORNER OF THE CHURCH, AND CEMENTED IN A DRILL HOLE, WITH FACE OF DISK
 OE1129'VERTICAL, IN THE SOUTH FOUNDATION OF THE CHURCH, 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2320 ***********************************************************************
 OF2320  DESIGNATION -  654
 OF2320  PID         -  OF2320
 OF2320  STATE/COUNTY-  NY/MONROE
 OF2320  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2320
 OF2320                         *CURRENT SURVEY CONTROL
 OF2320  ___________________________________________________________________
 OF2320* NAD 83(1996)-  43 07 49.80522(N)    077 41 40.49717(W)     ADJUSTED  
 OF2320* NAVD 88     -       171.19   (+/-2cm)     561.6    (feet)  VERTCON   
 OF2320  ___________________________________________________________________
 OF2320  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OF2320  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2320
 OF2320  HORZ ORDER  -  SECOND
 OF2320  VERT ORDER  -  THIRD ? (See Below)
 OF2320
 OF2320.The horizontal coordinates were established by classical geodetic methods
 OF2320.and adjusted by the National Geodetic Survey in January 1999..
 OF2320
 OF2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2320.The vertical order pertains to the NGVD 29 superseded value.
 OF2320
 OF2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2320
 OF2320.The geoid height was determined by GEOID03.
 OF2320
 OF2320;                    North         East     Units Scale Factor Converg.
 OF2320;SPC NY W     -   348,050.491   422,311.715   MT  1.00000180   +0 36 27.5
 OF2320;SPC NY W     - 1,141,895.65  1,385,534.35   sFT  1.00000180   +0 36 27.5
 OF2320;UTM  18      - 4,778,831.690   280,829.009   MT  1.00019096   -1 50 34.5
 OF2320
 OF2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2320!SPC NY W     -   0.99997871  x   1.00000180  =   0.99998051
 OF2320!UTM  18      -   0.99997871  x   1.00019096  =   1.00016966
 OF2320
 OF2320                          SUPERSEDED SURVEY CONTROL
 OF2320
 OF2320  NAD 83(1986)-  43 07 49.81212(N)    077 41 40.49616(W) AD(       ) 2
 OF2320  NAD 27      -  43 07 49.59141(N)    077 41 41.48133(W) AD(       ) 2
 OF2320  NGVD 29 (07/19/86)  171.37   (m)          562.2    (f) LEVELING    3  
 OF2320
 OF2320.Superseded values are not recommended for survey control.
 OF2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2320.See file dsdata.txt to determine how the superseded data were derived.
 OF2320
 OF2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8082978832(NAD 83)
 OF2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2320
 OF2320  HISTORY     - Date     Condition        Report By
 OF2320  HISTORY     - UNK      MONUMENTED
 OF2320  HISTORY     - 1975     GOOD             NY-055
 OF2320
 OF2320                          STATION DESCRIPTION
 OF2320
 OF2320'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2320'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2320'IN TOWN OF GATES ON N SIDE OF CHILI AVE WESTBOUND, 185 FT + OR - N OF
 OF2320'CL OF CHILI AVE WESTBOUND, 26.6 FT N OF END OF CURB, 13.5 FT NW OF
 OF2320'CONCRETE PROPERTY MARKER WITH IRON PIN, AND 12.5 FT N OF MONROE COUNTY
 OF2320'WITNESS POST.  STATION IS A STANDARD DISK STAMPED---654---IN CONCRETE
 OF2320'POST 0.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2319 ***********************************************************************
 OF2319  DESIGNATION -  654 1
 OF2319  PID         -  OF2319
 OF2319  STATE/COUNTY-  NY/MONROE
 OF2319  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2319
 OF2319                         *CURRENT SURVEY CONTROL
 OF2319  ___________________________________________________________________
 OF2319* NAD 83(1996)-  43 07 30.46475(N)    077 41 30.34694(W)     ADJUSTED  
 OF2319* NAVD 88     -       173.09   (+/-2cm)     567.9    (feet)  VERTCON   
 OF2319  ___________________________________________________________________
 OF2319  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 OF2319  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OF2319
 OF2319  HORZ ORDER  -  SECOND
 OF2319  VERT ORDER  -  THIRD ? (See Below)
 OF2319
 OF2319.The horizontal coordinates were established by classical geodetic methods
 OF2319.and adjusted by the National Geodetic Survey in January 1999..
 OF2319
 OF2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2319.The vertical order pertains to the NGVD 29 superseded value.
 OF2319
 OF2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2319
 OF2319.The geoid height was determined by GEOID03.
 OF2319
 OF2319;                    North         East     Units Scale Factor Converg.
 OF2319;SPC NY W     -   347,456.117   422,547.470   MT  1.00000222   +0 36 34.2
 OF2319;SPC NY W     - 1,139,945.61  1,386,307.82   sFT  1.00000222   +0 36 34.2
 OF2319;UTM  18      - 4,778,227.666   281,039.175   MT  1.00018983   -1 50 26.9
 OF2319
 OF2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2319!SPC NY W     -   0.99997841  x   1.00000222  =   0.99998063
 OF2319!UTM  18      -   0.99997841  x   1.00018983  =   1.00016823
 OF2319
 OF2319:                Primary Azimuth Mark                     Grid Az
 OF2319:SPC NY W     -  4510                                     162 31 04.3
 OF2319:UTM  18      -  4510                                     164 58 05.4
 OF2319
 OF2319|---------------------------------------------------------------------|
 OF2319| PID    Reference Object                     Distance      Geod. Az  |
 OF2319|                                                           dddmmss.s |
 OF2319| OF2165 4510                                APPROX. 0.7 KM 1630738.5 |
 OF2319| OF2321 4126                                APPROX. 0.6 KM 3411511.0 |
 OF2319|---------------------------------------------------------------------|
 OF2319
 OF2319                          SUPERSEDED SURVEY CONTROL
 OF2319
 OF2319  NAD 83(1986)-  43 07 30.47153(N)    077 41 30.34595(W) AD(       ) 2
 OF2319  NAD 27      -  43 07 30.25037(N)    077 41 31.33204(W) AD(       ) 2
 OF2319  NGVD 29 (07/19/86)  173.27   (m)          568.5    (f) LEVELING    3  
 OF2319
 OF2319.Superseded values are not recommended for survey control.
 OF2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2319.See file dsdata.txt to determine how the superseded data were derived.
 OF2319
 OF2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8103978228(NAD 83)
 OF2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2319
 OF2319  HISTORY     - Date     Condition        Report By
 OF2319  HISTORY     - UNK      MONUMENTED
 OF2319  HISTORY     - 1975     GOOD             NY-055
 OF2319
 OF2319                          STATION DESCRIPTION
 OF2319
 OF2319'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2319'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2319'IN THE TOWN OF GATES ON W SIDE OF FISHER RD, 0.35 MI S OF CHILI AVE,
 OF2319'16.0 FT E OF CL OF FISHER RD, 48.4 FT SE OF UTILITY POLE RGE 13 RTC
 OF2319'115, 68.2 FT NW OF N CORNER OF BARN NO 224, AND 53.7 FT N OF N
 OF2319'RANGELINE OF BARN NO 224.  STATION IS A STANDARD DISK
 OF2319'STAMPED---654-1---IN CONCRETE POST 0.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0475 ***********************************************************************
 OE0475  DESIGNATION -  65.5
 OE0475  PID         -  OE0475
 OE0475  STATE/COUNTY-  NY/HERKIMER
 OE0475  USGS QUAD   -  
 OE0475
 OE0475                         *CURRENT SURVEY CONTROL
 OE0475  ___________________________________________________________________
 OE0475* NAD 83(1986)-  43 46 43.     (N)    074 55 59.     (W)     SCALED    
 OE0475* NAVD 88     -       559.223  (meters)    1834.72   (feet)  ADJUSTED  
 OE0475  ___________________________________________________________________
 OE0475  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OE0475  DYNAMIC HT  -         559.088 (meters)    1834.27  (feet)  COMP
 OE0475  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 OE0475
 OE0475  VERT ORDER  -  FIRST     CLASS II
 OE0475
 OE0475.The horizontal coordinates were scaled from a topographic map and have
 OE0475.an estimated accuracy of +/- 6 seconds.
 OE0475
 OE0475.The orthometric height was determined by differential leveling
 OE0475.and adjusted by the National Geodetic Survey in June 1991..
 OE0475
 OE0475.The geoid height was determined by GEOID03.
 OE0475
 OE0475.The dynamic height is computed by dividing the NAVD 88
 OE0475.geopotential number by the normal gravity value computed on the
 OE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0475.degrees latitude (g = 980.6199 gals.).
 OE0475
 OE0475.The modeled gravity was interpolated from observed gravity values.
 OE0475
 OE0475;                    North         East    Units  Estimated Accuracy
 OE0475;SPC NY E     -   549,260.      115,140.      MT  (+/- 180 meters Scaled)
 OE0475
 OE0475                          SUPERSEDED SURVEY CONTROL
 OE0475
 OE0475  NGVD 29 (??/??/92)  559.253  (m)         1834.82   (f) ADJ UNCH    1 2
 OE0475
 OE0475.Superseded values are not recommended for survey control.
 OE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0475.See file dsdata.txt to determine how the superseded data were derived.
 OE0475
 OE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP053472(NAD 83)
 OE0475_MARKER: Q = CHISELED SQUARE
 OE0475_SETTING: 66 = SET IN ROCK OUTCROP
 OE0475_SP_SET: ROCK CUT
 OE0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0475+STABILITY: POSITION/ELEVATION WELL
 OE0475
 OE0475  HISTORY     - Date     Condition        Report By
 OE0475  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0475  HISTORY     - 1931     GOOD             NGS
 OE0475  HISTORY     - 1975     MARK NOT FOUND   USGS
 OE0475
 OE0475                          STATION DESCRIPTION
 OE0475
 OE0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0475'1.5 MI N FROM CARTER STATION.
 OE0475'NEAR NORTH END OF ROCK CUT, ON EAST SIDE OF TRACK AND ON LEVEL OF
 OE0475'TRACK.
 OE0475
 OE0475                          STATION RECOVERY (1975)
 OE0475
 OE0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OE0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2194 ***********************************************************************
 OF2194  DESIGNATION -  656 1
 OF2194  PID         -  OF2194
 OF2194  STATE/COUNTY-  NY/MONROE
 OF2194  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2194
 OF2194                         *CURRENT SURVEY CONTROL
 OF2194  ___________________________________________________________________
 OF2194* NAD 83(1996)-  43 07 21.24934(N)    077 42 35.67791(W)     ADJUSTED  
 OF2194* NAVD 88     -       175.56   (+/-2cm)     576.0    (feet)  VERTCON   
 OF2194  ___________________________________________________________________
 OF2194  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OF2194  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2194
 OF2194  HORZ ORDER  -  SECOND
 OF2194  VERT ORDER  -  THIRD ? (See Below)
 OF2194
 OF2194.The horizontal coordinates were established by classical geodetic methods
 OF2194.and adjusted by the National Geodetic Survey in January 1999..
 OF2194
 OF2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2194.The vertical order pertains to the NGVD 29 superseded value.
 OF2194
 OF2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2194
 OF2194.The geoid height was determined by GEOID03.
 OF2194
 OF2194;                    North         East     Units Scale Factor Converg.
 OF2194;SPC NY W     -   347,156.198   421,073.756   MT  0.99999962   +0 35 49.4
 OF2194;SPC NY W     - 1,138,961.63  1,381,472.81   sFT  0.99999962   +0 35 49.4
 OF2194;UTM  18      - 4,777,990.980   279,553.700   MT  1.00019786   -1 51 11.3
 OF2194
 OF2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2194!SPC NY W     -   0.99997802  x   0.99999962  =   0.99997764
 OF2194!UTM  18      -   0.99997802  x   1.00019786  =   1.00017587
 OF2194
 OF2194|---------------------------------------------------------------------|
 OF2194| PID    Reference Object                     Distance      Geod. Az  |
 OF2194|                                                           dddmmss.s |
 OF2194| OF2195 4511                                 37.458 METERS 05432     |
 OF2194| OF2324 4124                                APPROX. 0.7 KM 0582323.6 |
 OF2194| OF2190 4512                                362.564 METERS 23428     |
 OF2194|---------------------------------------------------------------------|
 OF2194
 OF2194                          SUPERSEDED SURVEY CONTROL
 OF2194
 OF2194  NAD 83(1986)-  43 07 21.25634(N)    077 42 35.67711(W) AD(       ) 2
 OF2194  NAD 27      -  43 07 21.03598(N)    077 42 36.66175(W) AD(       ) 2
 OF2194  NGVD 29 (07/19/86)  175.74   (m)          576.6    (f) LEVELING    3  
 OF2194
 OF2194.Superseded values are not recommended for survey control.
 OF2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2194.See file dsdata.txt to determine how the superseded data were derived.
 OF2194
 OF2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7955477991(NAD 83)
 OF2194_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2194
 OF2194  HISTORY     - Date     Condition        Report By
 OF2194  HISTORY     - UNK      MONUMENTED
 OF2194  HISTORY     - 1975     GOOD             NY-055
 OF2194
 OF2194                          STATION DESCRIPTION
 OF2194
 OF2194'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2194'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2194'IN TOWN OF CHILI ON N SIDE OF CHILI AVE ROUTE 33A, 110 FT + OR - FROM
 OF2194'CL OF PIXLEY RD, 21.9 FT N OF CL OF CHILI AVE, 10.3 FT N OF EDGE OF
 OF2194'PAVEMENT, 60.9 FT W OF UTILITY POLE 530 RTC 19, AND 3.4 FT S OF MONROE
 OF2194'COUNTY WITNESS POST.  STATION IS A STANDARD DISK STAMPED---656-1---IN
 OF2194'CONCRETE POST 0.1 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2183 ***********************************************************************
 OF2183  DESIGNATION -  656 3
 OF2183  PID         -  OF2183
 OF2183  STATE/COUNTY-  NY/MONROE
 OF2183  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2183
 OF2183                         *CURRENT SURVEY CONTROL
 OF2183  ___________________________________________________________________
 OF2183* NAD 83(1996)-  43 06 59.98180(N)    077 43 23.87231(W)     ADJUSTED  
 OF2183* NAVD 88     -       172.4    (meters)     566.     (feet)  VERTCON   
 OF2183  ___________________________________________________________________
 OF2183  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 OF2183  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2183
 OF2183  HORZ ORDER  -  SECOND
 OF2183
 OF2183.The horizontal coordinates were established by classical geodetic methods
 OF2183.and adjusted by the National Geodetic Survey in January 1999..
 OF2183
 OF2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2183
 OF2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2183
 OF2183.The geoid height was determined by GEOID03.
 OF2183
 OF2183;                    North         East     Units Scale Factor Converg.
 OF2183;SPC NY W     -   346,488.658   419,991.106   MT  0.99999774   +0 35 16.2
 OF2183;SPC NY W     - 1,136,771.54  1,377,920.82   sFT  0.99999774   +0 35 16.2
 OF2183;UTM  18      - 4,777,370.206   278,443.279   MT  1.00020390   -1 51 43.5
 OF2183
 OF2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2183!SPC NY W     -   0.99997850  x   0.99999774  =   0.99997624
 OF2183!UTM  18      -   0.99997850  x   1.00020390  =   1.00018240
 OF2183
 OF2183:                Primary Azimuth Mark                     Grid Az
 OF2183:SPC NY W     -  4513                                     060 56 13.8
 OF2183:UTM  18      -  4513                                     063 23 13.5
 OF2183
 OF2183|---------------------------------------------------------------------|
 OF2183| PID    Reference Object                     Distance      Geod. Az  |
 OF2183|                                                           dddmmss.s |
 OF2183| OF2187 4513                                APPROX. 0.8 KM 0613130.0 |
 OF2183| OF2181 4514                                 93.340 METERS 24038     |
 OF2183|---------------------------------------------------------------------|
 OF2183
 OF2183                          SUPERSEDED SURVEY CONTROL
 OF2183
 OF2183  NAD 83(1986)-  43 06 59.98912(N)    077 43 23.87100(W) AD(       ) 2
 OF2183  NAD 27      -  43 06 59.76894(N)    077 43 24.85481(W) AD(       ) 2
 OF2183  NGVD 29 (07/19/86)  172.6    (m)          566.     (f) VERT ANG       
 OF2183
 OF2183.Superseded values are not recommended for survey control.
 OF2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2183.See file dsdata.txt to determine how the superseded data were derived.
 OF2183
 OF2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7844377370(NAD 83)
 OF2183_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2183
 OF2183  HISTORY     - Date     Condition        Report By
 OF2183  HISTORY     - UNK      MONUMENTED
 OF2183  HISTORY     - 1975     GOOD             NY-055
 OF2183
 OF2183                          STATION DESCRIPTION
 OF2183
 OF2183'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2183'STATION WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.
 OF2183'IN TOWN OF CHILI ON N SIDE OF CHILI AVE, 0.25 MI E OF CHESTNUTRIDGE RD
 OF2183'0.45 MI W OF MARSHALL RD, 16.4 FT N OF CL OF CHILI AVE, 47.0 FT W OF
 OF2183'UTILITY POLE 180 RGE 103A RTC 112, AND 4.0 FT S OF MONROE COUNTY
 OF2183'WITNESS POST.  STATION IS A STANDARD DISK STAMPED---656-3---IN
 OF2183'CONCRETE POST 0.5 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2201 ***********************************************************************
 OF2201  DESIGNATION -  656 5
 OF2201  PID         -  OF2201
 OF2201  STATE/COUNTY-  NY/MONROE
 OF2201  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2201
 OF2201                         *CURRENT SURVEY CONTROL
 OF2201  ___________________________________________________________________
 OF2201* NAD 83(1996)-  43 06 38.85267(N)    077 44 19.50241(W)     ADJUSTED  
 OF2201* NAVD 88     -       172.59   (+/-2cm)     566.2    (feet)  VERTCON   
 OF2201  ___________________________________________________________________
 OF2201  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 OF2201  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2201
 OF2201  HORZ ORDER  -  SECOND
 OF2201  VERT ORDER  -  THIRD ? (See Below)
 OF2201
 OF2201.The horizontal coordinates were established by classical geodetic methods
 OF2201.and adjusted by the National Geodetic Survey in January 1999..
 OF2201
 OF2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2201.The vertical order pertains to the NGVD 29 superseded value.
 OF2201
 OF2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2201
 OF2201.The geoid height was determined by GEOID03.
 OF2201
 OF2201;                    North         East     Units Scale Factor Converg.
 OF2201;SPC NY W     -   345,823.868   418,740.094   MT  0.99999561   +0 34 38.0
 OF2201;SPC NY W     - 1,134,590.47  1,373,816.46   sFT  0.99999561   +0 34 38.0
 OF2201;UTM  18      - 4,776,759.369   277,164.725   MT  1.00021089   -1 52 20.9
 OF2201
 OF2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2201!SPC NY W     -   0.99997847  x   0.99999561  =   0.99997408
 OF2201!UTM  18      -   0.99997847  x   1.00021089  =   1.00018936
 OF2201
 OF2201:                Primary Azimuth Mark                     Grid Az
 OF2201:SPC NY W     -  4516                                     055 31 40.1
 OF2201:UTM  18      -  4516                                     057 58 39.0
 OF2201
 OF2201|---------------------------------------------------------------------|
 OF2201| PID    Reference Object                     Distance      Geod. Az  |
 OF2201|                                                           dddmmss.s |
 OF2201| OF2207 4516                                APPROX. 0.6 KM 0560618.1 |
 OF2201|---------------------------------------------------------------------|
 OF2201
 OF2201                          SUPERSEDED SURVEY CONTROL
 OF2201
 OF2201  NAD 83(1986)-  43 06 38.85977(N)    077 44 19.50111(W) AD(       ) 2
 OF2201  NAD 27      -  43 06 38.63946(N)    077 44 20.48345(W) AD(       ) 2
 OF2201  NGVD 29 (07/19/86)  172.76   (m)          566.8    (f) LEVELING    3  
 OF2201
 OF2201.Superseded values are not recommended for survey control.
 OF2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2201.See file dsdata.txt to determine how the superseded data were derived.
 OF2201
 OF2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7716576759(NAD 83)
 OF2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2201
 OF2201  HISTORY     - Date     Condition        Report By
 OF2201  HISTORY     - UNK      MONUMENTED
 OF2201  HISTORY     - 1975     GOOD             NY-055
 OF2201
 OF2201                          STATION DESCRIPTION
 OF2201
 OF2201'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2201'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2201'IN TOWN OF CHILI ON N SIDE OF CHILI AVE, 0.45 MI E OF CHILI CTR-
 OF2201'COLDWATER RD, 0.35 MI W OF ARCHER RD, 18.3 FT N OF CL OF CHILI AVE,
 OF2201'6.5 FT N OF EDGE OF PAVEMENT, 48.5 FT E OF UTILITY POLE RGE 131, AND
 OF2201'5.1 FT S OF USGS SIGN.  STATION IS A STANDARD DISK STAMPED---656-5---
 OF2201'IN CONCRETE POST 0.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2197 ***********************************************************************
 OF2197  DESIGNATION -  656 6
 OF2197  PID         -  OF2197
 OF2197  STATE/COUNTY-  NY/MONROE
 OF2197  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2197
 OF2197                         *CURRENT SURVEY CONTROL
 OF2197  ___________________________________________________________________
 OF2197* NAD 83(1996)-  43 06 26.07637(N)    077 44 44.92426(W)     ADJUSTED  
 OF2197* NAVD 88     -       178.18   (+/-2cm)     584.6    (feet)  VERTCON   
 OF2197  ___________________________________________________________________
 OF2197  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 OF2197  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2197
 OF2197  HORZ ORDER  -  SECOND
 OF2197  VERT ORDER  -  THIRD ? (See Below)
 OF2197
 OF2197.The horizontal coordinates were established by classical geodetic methods
 OF2197.and adjusted by the National Geodetic Survey in January 1999..
 OF2197
 OF2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2197.The vertical order pertains to the NGVD 29 superseded value.
 OF2197
 OF2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2197
 OF2197.The geoid height was determined by GEOID03.
 OF2197
 OF2197;                    North         East     Units Scale Factor Converg.
 OF2197;SPC NY W     -   345,423.851   418,169.288   MT  0.99999465   +0 34 20.5
 OF2197;SPC NY W     - 1,133,278.08  1,371,943.74   sFT  0.99999465   +0 34 20.5
 OF2197;UTM  18      - 4,776,384.032   276,577.216   MT  1.00021412   -1 52 37.8
 OF2197
 OF2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2197!SPC NY W     -   0.99997759  x   0.99999465  =   0.99997224
 OF2197!UTM  18      -   0.99997759  x   1.00021412  =   1.00019171
 OF2197
 OF2197:                Primary Azimuth Mark                     Grid Az
 OF2197:SPC NY W     -  4516                                     055 14 11.1
 OF2197:UTM  18      -  4516                                     057 41 09.4
 OF2197
 OF2197|---------------------------------------------------------------------|
 OF2197| PID    Reference Object                     Distance      Geod. Az  |
 OF2197|                                                           dddmmss.s |
 OF2197| OF2207 4516                                APPROX. 1.3 KM 0554831.6 |
 OF2197|---------------------------------------------------------------------|
 OF2197
 OF2197                          SUPERSEDED SURVEY CONTROL
 OF2197
 OF2197  NAD 83(1986)-  43 06 26.08342(N)    077 44 44.92270(W) AD(       ) 2
 OF2197  NAD 27      -  43 06 25.86304(N)    077 44 45.90430(W) AD(       ) 2
 OF2197  NGVD 29 (07/19/86)  178.35   (m)          585.1    (f) LEVELING    3  
 OF2197
 OF2197.Superseded values are not recommended for survey control.
 OF2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2197.See file dsdata.txt to determine how the superseded data were derived.
 OF2197
 OF2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7657776384(NAD 83)
 OF2197_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2197
 OF2197  HISTORY     - Date     Condition        Report By
 OF2197  HISTORY     - UNK      MONUMENTED
 OF2197  HISTORY     - 1975     GOOD             NY-055
 OF2197
 OF2197                          STATION DESCRIPTION
 OF2197
 OF2197'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2197'STATION WAS RECOVERED IN GOOD CONDDTION.  A NEW DESCRIPTION FOLLOWS.
 OF2197'IN TOWN OF CHILI AT INTERSECTION OF PAUL ROAD AND CHILI AVE IN
 OF2197'PAVEMENT, 32.7 FT N OF CL OF PAUL RD, 16.7 FT E OF CL OF CHILI AVE,
 OF2197'40.4 FT E OF UTILITY POLE RGE 142 530 RTC 194, 52.0 FT NW OF ROUTE
 OF2197'SIGN 252A.  STATION IS A STANDARD DISK STAMPED---656-6---IN CONCRETE
 OF2197'POST WITH CAST IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0405 ***********************************************************************
 NC0405  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0405  DESIGNATION -  658 USE
 NC0405  PID         -  NC0405
 NC0405  STATE/COUNTY-  NY/ERIE
 NC0405  USGS QUAD   -  BUFFALO NW (1965)
 NC0405
 NC0405                         *CURRENT SURVEY CONTROL
 NC0405  ___________________________________________________________________
 NC0405* NAD 83(1986)-  42 52 37.     (N)    078 53 03.     (W)     SCALED    
 NC0405* NAVD 88     -       176.662  (meters)     579.60   (feet)  ADJUSTED  
 NC0405  ___________________________________________________________________
 NC0405  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0405  DYNAMIC HT  -         176.615 (meters)     579.44  (feet)  COMP
 NC0405  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 NC0405
 NC0405  VERT ORDER  -  FIRST     CLASS 0
 NC0405
 NC0405.The horizontal coordinates were scaled from a topographic map and have
 NC0405.an estimated accuracy of +/- 6 seconds.
 NC0405
 NC0405.The orthometric height was determined by differential leveling
 NC0405.and adjusted by the National Geodetic Survey in June 1991..
 NC0405
 NC0405.This Tidal Bench Mark is designated as VM 12791
 NC0405.by the Center for Operational Oceanographic Products and Services.
 NC0405
 NC0405.The geoid height was determined by GEOID03.
 NC0405
 NC0405.The dynamic height is computed by dividing the NAVD 88
 NC0405.geopotential number by the normal gravity value computed on the
 NC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0405.degrees latitude (g = 980.6199 gals.).
 NC0405
 NC0405.The modeled gravity was interpolated from observed gravity values.
 NC0405
 NC0405;                    North         East    Units  Estimated Accuracy
 NC0405;SPC NY W     -   319,540.      325,420.      MT  (+/- 180 meters Scaled)
 NC0405
 NC0405                          SUPERSEDED SURVEY CONTROL
 NC0405
 NC0405  NGVD 29 (??/??/92)  176.813  (m)          580.09   (f) ADJ UNCH    1 0
 NC0405
 NC0405.Superseded values are not recommended for survey control.
 NC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0405.See file dsdata.txt to determine how the superseded data were derived.
 NC0405
 NC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH728493(NAD 83)
 NC0405_MARKER: DD = SURVEY DISK
 NC0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0405_SP_SET: WALL
 NC0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0405
 NC0405  HISTORY     - Date     Condition        Report By
 NC0405  HISTORY     - UNK      MONUMENTED       USE
 NC0405  HISTORY     - 1970     GOOD             USLS
 NC0405  HISTORY     - 1977     GOOD             NGS
 NC0405
 NC0405                          STATION DESCRIPTION
 NC0405
 NC0405'DESCRIBED BY US LAKE SURVEY 1970
 NC0405'IN BUFFALO.
 NC0405'A CONTROL POINT OF THE U. S. ARMY ENGINEER DISTRICT, BUFFALO, IS AT
 NC0405'BUFFALO, ERIE COUNTY, NEW YORK, ON THE SOUTH SIDE OF BUFFALO RIVER
 NC0405'NEAR ITS MOUTH, ABOUT 1000 FEET UPRIVER FROM COAST GUARD LOOKOUT
 NC0405'TOWER, 29 FEET WEST OF THE END OF THE STONE RETAINING WALL, 2.6 FEET
 NC0405'FROM THE RIVER FACE OF THE WALL, BEING HIGHEST POINT ON TOP OF BRONZE
 NC0405'DISC SET INTO TOP OF THE WALL.
 NC0405
 NC0405                          STATION RECOVERY (1977)
 NC0405
 NC0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0697 ***********************************************************************
 PG0697  DESIGNATION -  66 DHRR
 PG0697  PID         -  PG0697
 PG0697  STATE/COUNTY-  NY/ESSEX
 PG0697  USGS QUAD   -  
 PG0697
 PG0697                         *CURRENT SURVEY CONTROL
 PG0697  ___________________________________________________________________
 PG0697* NAD 83(1986)-  44 14 11.     (N)    073 26 13.     (W)     SCALED    
 PG0697* NAVD 88     -        89.957  (meters)     295.13   (feet)  ADJUSTED  
 PG0697  ___________________________________________________________________
 PG0697  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PG0697  DYNAMIC HT  -          89.944 (meters)     295.09  (feet)  COMP
 PG0697  MODELED GRAV-     980,468.5   (mgal)                       NAVD 88
 PG0697
 PG0697  VERT ORDER  -  FIRST     CLASS I
 PG0697
 PG0697.The horizontal coordinates were scaled from a topographic map and have
 PG0697.an estimated accuracy of +/- 6 seconds.
 PG0697
 PG0697.The orthometric height was determined by differential leveling
 PG0697.and adjusted by the National Geodetic Survey in June 1991..
 PG0697.WARNING-Repeat measurements at this control monument indicate possible
 PG0697.vertical movement.
 PG0697
 PG0697.The geoid height was determined by GEOID03.
 PG0697
 PG0697.The dynamic height is computed by dividing the NAVD 88
 PG0697.geopotential number by the normal gravity value computed on the
 PG0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0697.degrees latitude (g = 980.6199 gals.).
 PG0697
 PG0697.The modeled gravity was interpolated from observed gravity values.
 PG0697
 PG0697;                    North         East    Units  Estimated Accuracy
 PG0697;SPC NY E     -   600,580.      234,920.      MT  (+/- 180 meters Scaled)
 PG0697
 PG0697                          SUPERSEDED SURVEY CONTROL
 PG0697
 PG0697  NGVD 29 (??/??/??)   90.156  (m)          295.79   (f) ADJUSTED    1 1
 PG0697
 PG0697.Superseded values are not recommended for survey control.
 PG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0697.See file dsdata.txt to determine how the superseded data were derived.
 PG0697
 PG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP248993(NAD 83)
 PG0697_MARKER: B = BOLT
 PG0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0697_SP_SET: CONCRETE BASE
 PG0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0697
 PG0697  HISTORY     - Date     Condition        Report By
 PG0697  HISTORY     - UNK      MONUMENTED       DHRR
 PG0697  HISTORY     - 1973     GOOD             NGS
 PG0697
 PG0697                          STATION DESCRIPTION
 PG0697
 PG0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0697'3.65 MI NE FROM WESTPORT.
 PG0697'ABOUT 3.65 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0697'STATE HIGHWAY 9 N UNDERPASS AT WESTPORT, ABOUT 18 1/2 TELEPHONE POLES
 PG0697'NORTH OF MILEPOST A 131-RP 60, 2 1/2 POLES SOUTHWEST OF THE NORTHEAST
 PG0697'END OF A SIDING, 8.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 PG0697'TRACK, AT A DOUBLE SIGNAL LIGHT A 131.1A -A 131.1, THE TOP OF AN
 PG0697'ANCHOR BOLT ON WEST CORNER OF CONCRETE BASE, OF SIGNAL, 3 1/2 FEET
 PG0697'ABOVE BALLAST AND 1.4 FEET ABOVE CONCRETE BASE, 2 1/2 FEET ABOVE THE
 PG0697'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0363 ***********************************************************************
 NB0363  DESIGNATION -  66 PRR
 NB0363  PID         -  NB0363
 NB0363  STATE/COUNTY-  NY/CHEMUNG
 NB0363  USGS QUAD   -  ELMIRA (1969)
 NB0363
 NB0363                         *CURRENT SURVEY CONTROL
 NB0363  ___________________________________________________________________
 NB0363* NAD 83(1986)-  42 00 21.     (N)    076 47 14.     (W)     SCALED    
 NB0363* NAVD 88     -       328.639  (meters)    1078.21   (feet)  ADJUSTED  
 NB0363  ___________________________________________________________________
 NB0363  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NB0363  DYNAMIC HT  -         328.508 (meters)    1077.78  (feet)  COMP
 NB0363  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 NB0363
 NB0363  VERT ORDER  -  SECOND    CLASS 0
 NB0363
 NB0363.The horizontal coordinates were scaled from a topographic map and have
 NB0363.an estimated accuracy of +/- 6 seconds.
 NB0363
 NB0363.The orthometric height was determined by differential leveling
 NB0363.and adjusted by the National Geodetic Survey in June 1991..
 NB0363
 NB0363.The geoid height was determined by GEOID03.
 NB0363
 NB0363.The dynamic height is computed by dividing the NAVD 88
 NB0363.geopotential number by the normal gravity value computed on the
 NB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0363.degrees latitude (g = 980.6199 gals.).
 NB0363
 NB0363.The modeled gravity was interpolated from observed gravity values.
 NB0363
 NB0363;                    North         East    Units  Estimated Accuracy
 NB0363;SPC NY C     -   222,760.      233,110.      MT  (+/- 180 meters Scaled)
 NB0363
 NB0363                          SUPERSEDED SURVEY CONTROL
 NB0363
 NB0363  NGVD 29 (??/??/92)  328.789  (m)         1078.70   (f) ADJ UNCH    2 0
 NB0363
 NB0363.Superseded values are not recommended for survey control.
 NB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0363.See file dsdata.txt to determine how the superseded data were derived.
 NB0363
 NB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM519519(NAD 83)
 NB0363_MARKER: B = BOLT
 NB0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0363_SP_SET: BRIDGE
 NB0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0363
 NB0363  HISTORY     - Date     Condition        Report By
 NB0363  HISTORY     - UNK      MONUMENTED       PRR
 NB0363  HISTORY     - 1934     GOOD             NGS
 NB0363  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0363  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB0363
 NB0363                          STATION DESCRIPTION
 NB0363
 NB0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0363'7.4 MI S FROM ELMIRA.
 NB0363'7.4 MILES SOUTH OF ELMIRA ON P.R.R. IN BRIDGE NO. 69.40 SOUTH
 NB0363'ABUTMENT. EAST SIDE. 4 FT. EAST OF RAIL. 2 FT. BELOW TOP OF RAIL.
 NB0363'COPPER BOLT.
 NB0363
 NB0363                          STATION RECOVERY (1982)
 NB0363
 NB0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0363'MARK IS INACCESSIBLE AS THE PENNSYLVANIA RAILROAD
 NB0363'TRACKS HAVE BEEN REMOVED AS WELL AS THE RAILROAD BRIDGES LEADING TO
 NB0363'THE MARK.
 NB0363
 NB0363                          STATION RECOVERY (1983)
 NB0363
 NB0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB0363'NOT RECOVERED.  THE BRIDGE NUMBER 69.40 WAS FOUND, BUT THE COPPER BOLT
 NB0363'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0474 ***********************************************************************
 OE0474  DESIGNATION -  66.0
 OE0474  PID         -  OE0474
 OE0474  STATE/COUNTY-  NY/HERKIMER
 OE0474  USGS QUAD   -  
 OE0474
 OE0474                         *CURRENT SURVEY CONTROL
 OE0474  ___________________________________________________________________
 OE0474* NAD 83(1986)-  43 47 12.     (N)    074 55 52.     (W)     SCALED    
 OE0474* NAVD 88     -       568.078  (meters)    1863.77   (feet)  ADJUSTED  
 OE0474  ___________________________________________________________________
 OE0474  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OE0474  DYNAMIC HT  -         567.941 (meters)    1863.32  (feet)  COMP
 OE0474  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OE0474
 OE0474  VERT ORDER  -  FIRST     CLASS II
 OE0474
 OE0474.The horizontal coordinates were scaled from a topographic map and have
 OE0474.an estimated accuracy of +/- 6 seconds.
 OE0474
 OE0474.The orthometric height was determined by differential leveling
 OE0474.and adjusted by the National Geodetic Survey in June 1991..
 OE0474
 OE0474.The geoid height was determined by GEOID03.
 OE0474
 OE0474.The dynamic height is computed by dividing the NAVD 88
 OE0474.geopotential number by the normal gravity value computed on the
 OE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0474.degrees latitude (g = 980.6199 gals.).
 OE0474
 OE0474.The modeled gravity was interpolated from observed gravity values.
 OE0474
 OE0474;                    North         East    Units  Estimated Accuracy
 OE0474;SPC NY E     -   550,150.      115,300.      MT  (+/- 180 meters Scaled)
 OE0474
 OE0474                          SUPERSEDED SURVEY CONTROL
 OE0474
 OE0474  NGVD 29 (??/??/92)  568.107  (m)         1863.86   (f) ADJ UNCH    1 2
 OE0474
 OE0474.Superseded values are not recommended for survey control.
 OE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0474.See file dsdata.txt to determine how the superseded data were derived.
 OE0474
 OE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP055481(NAD 83)
 OE0474_MARKER: Z = SEE DESCRIPTION
 OE0474_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0474_SP_SET: UNSPECIFIED ROCK
 OE0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0474
 OE0474  HISTORY     - Date     Condition        Report By
 OE0474  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0474  HISTORY     - 1931     GOOD             NGS
 OE0474  HISTORY     - 1975     MARK NOT FOUND   USGS
 OE0474
 OE0474                          STATION DESCRIPTION
 OE0474
 OE0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0474'2 MI N FROM CLEARWATER.
 OE0474'5 FEET NORTH OF MILEPOST 66 AND 5 FEET WEST OF WEST RAIL, ON LARGE
 OE0474'ROCK.
 OE0474
 OE0474                          STATION RECOVERY (1975)
 OE0474
 OE0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OE0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2377 ***********************************************************************
 OF2377  DESIGNATION -  665 1 MCGS 1969
 OF2377  PID         -  OF2377
 OF2377  STATE/COUNTY-  NY/MONROE
 OF2377  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2377
 OF2377                         *CURRENT SURVEY CONTROL
 OF2377  ___________________________________________________________________
 OF2377* NAD 83(1996)-  43 09 52.12991(N)    077 43 56.74485(W)     ADJUSTED  
 OF2377* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 OF2377  ___________________________________________________________________
 OF2377  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OF2377  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF2377
 OF2377  HORZ ORDER  -  SECOND
 OF2377
 OF2377.The horizontal coordinates were established by classical geodetic methods
 OF2377.and adjusted by the National Geodetic Survey in January 1999..
 OF2377
 OF2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2377
 OF2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2377
 OF2377.The geoid height was determined by GEOID03.
 OF2377
 OF2377;                    North         East     Units Scale Factor Converg.
 OF2377;SPC NY W     -   351,793.247   419,194.036   MT  0.99999638   +0 34 55.6
 OF2377;SPC NY W     - 1,154,175.01  1,375,305.77   sFT  0.99999638   +0 34 55.6
 OF2377;UTM  18      - 4,782,705.141   277,873.673   MT  1.00020700   -1 52 12.0
 OF2377
 OF2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2377!SPC NY W     -   0.99997760  x   0.99999638  =   0.99997398
 OF2377!UTM  18      -   0.99997760  x   1.00020700  =   1.00018459
 OF2377
 OF2377:                Primary Azimuth Mark                     Grid Az
 OF2377:SPC NY W     -  TEMP PT 9009                             270 13 57.6
 OF2377:UTM  18      -  TEMP PT 9009                             272 41 05.2
 OF2377
 OF2377|---------------------------------------------------------------------|
 OF2377| PID    Reference Object                     Distance      Geod. Az  |
 OF2377|                                                           dddmmss.s |
 OF2377| OF2371 TEMP PT 9009                        423.172 METERS 2704853.2 |
 OF2377|---------------------------------------------------------------------|
 OF2377
 OF2377                          SUPERSEDED SURVEY CONTROL
 OF2377
 OF2377  NAD 83(1986)-  43 09 52.13699(N)    077 43 56.74312(W) AD(       ) 2
 OF2377  NAD 27      -  43 09 51.91434(N)    077 43 57.72176(W) AD(       ) 2
 OF2377  NGVD 29 (07/19/86)  178.5    (m)          586.     (f) VERT ANG       
 OF2377
 OF2377.Superseded values are not recommended for survey control.
 OF2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2377.See file dsdata.txt to determine how the superseded data were derived.
 OF2377
 OF2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7787482705(NAD 83)
 OF2377_MARKER: S = SPIKE
 OF2377_SETTING: 0 = UNSPECIFIED SETTING
 OF2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2377
 OF2377  HISTORY     - Date     Condition        Report By
 OF2377  HISTORY     - 1969     MONUMENTED       NY-055
 OF2377  HISTORY     - 1971     GOOD             NY-055
 OF2377
 OF2377                          STATION DESCRIPTION
 OF2377
 OF2377'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2377'IN GATES AT THE INTERSECTION OF CENTERLINES OF LYELL ROAD AND
 OF2377'ELMGROVE ROAD.  RAILROAD SPIKE ABOUT 0.15 BELOW GRADE.
 OF2377
 OF2377                          STATION RECOVERY (1971)
 OF2377
 OF2377'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2377'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2376 ***********************************************************************
 OF2376  DESIGNATION -  665 1A MCGS 1971
 OF2376  PID         -  OF2376
 OF2376  STATE/COUNTY-  NY/MONROE
 OF2376  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2376
 OF2376                         *CURRENT SURVEY CONTROL
 OF2376  ___________________________________________________________________
 OF2376* NAD 83(1996)-  43 09 52.41372(N)    077 43 57.16074(W)     ADJUSTED  
 OF2376* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 OF2376  ___________________________________________________________________
 OF2376  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OF2376  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF2376
 OF2376  HORZ ORDER  -  SECOND
 OF2376
 OF2376.The horizontal coordinates were established by classical geodetic methods
 OF2376.and adjusted by the National Geodetic Survey in January 1999..
 OF2376
 OF2376.The orthometric height was scaled from a topographic map.
 OF2376
 OF2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2376
 OF2376.The geoid height was determined by GEOID03.
 OF2376
 OF2376;                    North         East     Units Scale Factor Converg.
 OF2376;SPC NY W     -   351,801.909   419,184.552   MT  0.99999636   +0 34 55.4
 OF2376;SPC NY W     - 1,154,203.43  1,375,274.65   sFT  0.99999636   +0 34 55.4
 OF2376;UTM  18      - 4,782,714.203   277,864.567   MT  1.00020705   -1 52 12.3
 OF2376
 OF2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2376!SPC NY W     -   0.99997768  x   0.99999636  =   0.99997404
 OF2376!UTM  18      -   0.99997768  x   1.00020705  =   1.00018472
 OF2376
 OF2376                          SUPERSEDED SURVEY CONTROL
 OF2376
 OF2376  NAD 83(1986)-  43 09 52.42079(N)    077 43 57.15901(W) AD(       ) 2
 OF2376  NAD 27      -  43 09 52.20019(N)    077 43 58.13974(W) AD(       ) 2
 OF2376
 OF2376.Superseded values are not recommended for survey control.
 OF2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2376.See file dsdata.txt to determine how the superseded data were derived.
 OF2376
 OF2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7786582714(NAD 83)
 OF2376_MARKER: DD = SURVEY DISK
 OF2376_SETTING: 0 = UNSPECIFIED SETTING
 OF2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2376
 OF2376  HISTORY     - Date     Condition        Report By
 OF2376  HISTORY     - 1971     MONUMENTED       NY-055
 OF2376
 OF2376                          STATION DESCRIPTION
 OF2376
 OF2376'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2376'IN THE TOWN OF GATES, AT THE INTERSECTION OF LYELL ROAD (N.Y. ROUTE
 OF2376'117), AND ELMGROVE ROAD (N.Y. ROUTE 158), IN THE NORTHWEST
 OF2376'POINT RADIUS.
 OF2376'
 OF2376'30.0 FT WEST OF CENTERLINE POINT ELMGROVE ROAD
 OF2376'
 OF2376'29.6 FT NORTH OF CENTERLINE POINT LYELL ROAD
 OF2376'
 OF2376'32.8 FT EAST OF UTILITY POLE RGE-79, 520 RTC-91
 OF2376'
 OF2376'45.6 FT SOUTH OF UTILITY POLE RGE-31
 OF2376'
 OF2376'STATION IS A STANDARD MCGS PLATE IN A CONCRETE COLUMN, UNDER A
 OF2376'CAST IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.  STATION
 OF2376'IS 1.3 BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2296 ***********************************************************************
 OF2296  DESIGNATION -  665 2 MCGS 1969
 OF2296  PID         -  OF2296
 OF2296  STATE/COUNTY-  NY/MONROE
 OF2296  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2296
 OF2296                         *CURRENT SURVEY CONTROL
 OF2296  ___________________________________________________________________
 OF2296* NAD 83(1996)-  43 09 52.25198(N)    077 42 56.71964(W)     ADJUSTED  
 OF2296* NAVD 88     -       175.1    (meters)     574.     (feet)  VERTCON   
 OF2296  ___________________________________________________________________
 OF2296  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 OF2296  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF2296
 OF2296  HORZ ORDER  -  SECOND
 OF2296
 OF2296.The horizontal coordinates were established by classical geodetic methods
 OF2296.and adjusted by the National Geodetic Survey in January 1999..
 OF2296
 OF2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2296
 OF2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2296
 OF2296.The geoid height was determined by GEOID03.
 OF2296
 OF2296;                    North         East     Units Scale Factor Converg.
 OF2296;SPC NY W     -   351,810.925   420,549.877   MT  0.99999871   +0 35 36.7
 OF2296;SPC NY W     - 1,154,233.01  1,379,754.05   sFT  0.99999871   +0 35 36.7
 OF2296;UTM  18      - 4,782,664.785   279,229.308   MT  1.00019961   -1 51 30.9
 OF2296
 OF2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2296!SPC NY W     -   0.99997810  x   0.99999871  =   0.99997681
 OF2296!UTM  18      -   0.99997810  x   1.00019961  =   1.00017771
 OF2296
 OF2296|---------------------------------------------------------------------|
 OF2296| PID    Reference Object                     Distance      Geod. Az  |
 OF2296|                                                           dddmmss.s |
 OF2296| OF2328 4106 MCGS 1971                      340.255 METERS 08745     |
 OF2296|---------------------------------------------------------------------|
 OF2296
 OF2296                          SUPERSEDED SURVEY CONTROL
 OF2296
 OF2296  NAD 83(1986)-  43 09 52.25911(N)    077 42 56.71788(W) AD(       ) 2
 OF2296  NAD 27      -  43 09 52.03597(N)    077 42 57.69953(W) AD(       ) 2
 OF2296  NGVD 29 (07/19/86)  175.3    (m)          575.     (f) VERT ANG       
 OF2296
 OF2296.Superseded values are not recommended for survey control.
 OF2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2296.See file dsdata.txt to determine how the superseded data were derived.
 OF2296
 OF2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7922982665(NAD 83)
 OF2296_MARKER: DD = SURVEY DISK
 OF2296_SETTING: 0 = UNSPECIFIED SETTING
 OF2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2296
 OF2296  HISTORY     - Date     Condition        Report By
 OF2296  HISTORY     - 1969     MONUMENTED       NY-055
 OF2296  HISTORY     - 1971     GOOD             NY-055
 OF2296
 OF2296                          STATION DESCRIPTION
 OF2296
 OF2296'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2296'IN GATES ALONG LYELL ROAD ABOUT,
 OF2296'
 OF2296'0.2 MILE WEST OF WEGMAN ROAD.
 OF2296'
 OF2296'0.5 MILE NORTH NORTHWEST FROM STATION WEGMAN 1969.
 OF2296'
 OF2296'19.5 FEET SOUTH OF CENTERLINE.
 OF2296'
 OF2296'24.5 FEET NORTHEAST OF WATER VALVE.
 OF2296'
 OF2296'68.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE 3287.
 OF2296'
 OF2296'28.2 FEET NORTHEAST OF GAS VALVE.
 OF2296'
 OF2296'17.8 FEET EAST OF EAST RANGELINE OF HOUSE 3287.
 OF2296'
 OF2296'43.8 FEET SOUTHEAST OF FIRE HYDRANT.
 OF2296'
 OF2296'43.8 FEET SOUTH OF A POLE (NO NUMBER).
 OF2296'
 OF2296'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2296'STAMPED 665-2 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF2296
 OF2296                          STATION RECOVERY (1971)
 OF2296
 OF2296'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2296'NEW DESCRIPTION FOLLOWS,
 OF2296'
 OF2296'IN GATES, ON THE S. SIDE OF LYELL RD., 0.2 MI. W. OF WEGMAN
 OF2296'RD., 0.85 MI. E. OF ELMGROVE RD.
 OF2296'
 OF2296'19.5 FT S. OF CENTERLINE LYELL ROAD
 OF2296'
 OF2296'24.5 FT NE OF A WATER VALVE
 OF2296'
 OF2296'68.7 FT NE OF NE CORNER OF HOUSE NO. 3287
 OF2296'
 OF2296'28.2 FT NE OF A GAS VALVE
 OF2296'
 OF2296'43.8 FT SE OF A HYDRANT
 OF2296'
 OF2296'1.0 FT N. OF A MONROE COUNTY WITNESS POST.
 OF2296'
 OF2296'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2296'665-2 IN THE TOP OF A CONCRETE POST COVERED 0.9 FT. BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2355 ***********************************************************************
 OF2355  DESIGNATION -  665 5R NYGS 1972
 OF2355  PID         -  OF2355
 OF2355  STATE/COUNTY-  NY/MONROE
 OF2355  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2355
 OF2355                         *CURRENT SURVEY CONTROL
 OF2355  ___________________________________________________________________
 OF2355* NAD 83(1996)-  43 09 53.52921(N)    077 41 06.49439(W)     ADJUSTED  
 OF2355* NAVD 88     -       171.8    (meters)     564.     (feet)  VERTCON   
 OF2355  ___________________________________________________________________
 OF2355  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 OF2355  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF2355
 OF2355  HORZ ORDER  -  SECOND
 OF2355
 OF2355.The horizontal coordinates were established by classical geodetic methods
 OF2355.and adjusted by the National Geodetic Survey in January 1999..
 OF2355
 OF2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2355
 OF2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2355
 OF2355.The geoid height was determined by GEOID03.
 OF2355
 OF2355;                    North         East     Units Scale Factor Converg.
 OF2355;SPC NY W     -   351,876.586   423,039.278   MT  1.00000310   +0 36 52.1
 OF2355;SPC NY W     - 1,154,448.43  1,387,921.36   sFT  1.00000310   +0 36 52.1
 OF2355;UTM  18      - 4,782,623.871   281,719.717   MT  1.00018616   -1 50 15.5
 OF2355
 OF2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2355!SPC NY W     -   0.99997863  x   1.00000310  =   0.99998173
 OF2355!UTM  18      -   0.99997863  x   1.00018616  =   1.00016478
 OF2355
 OF2355:                Primary Azimuth Mark                     Grid Az
 OF2355:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            056 35 42.5
 OF2355:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            059 02 50.1
 OF2355
 OF2355|---------------------------------------------------------------------|
 OF2355| PID    Reference Object                     Distance      Geod. Az  |
 OF2355|                                                           dddmmss.s |
 OF2355| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 1.2 KM 0571234.6 |
 OF2355| OF2359 665 6R NYGS 1972                    361.228 METERS 09528     |
 OF2355| OF2356 4 1 97 NYSDOT 1972                  222.872 METERS 09902     |
 OF2355| OF2216 ROCHESTER YOEMAN AND ERBE TANK      APPROX. 2.9 KM 1025815.1 |
 OF2355| OF2364 TEMP PT 9025                        294.235 METERS 26342     |
 OF2355|---------------------------------------------------------------------|
 OF2355
 OF2355                          SUPERSEDED SURVEY CONTROL
 OF2355
 OF2355  NAD 83(1986)-  43 09 53.53641(N)    077 41 06.49210(W) AD(       ) 2
 OF2355  NAD 27      -  43 09 53.31370(N)    077 41 07.47239(W) AD(       ) 2
 OF2355  NGVD 29 (07/19/86)  172.0    (m)          564.     (f) VERT ANG       
 OF2355
 OF2355.Superseded values are not recommended for survey control.
 OF2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2355.See file dsdata.txt to determine how the superseded data were derived.
 OF2355
 OF2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8172082624(NAD 83)
 OF2355_MARKER: DD = SURVEY DISK
 OF2355_SETTING: 0 = UNSPECIFIED SETTING
 OF2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2355
 OF2355  HISTORY     - Date     Condition        Report By
 OF2355  HISTORY     - 1962     MONUMENTED       NYGS
 OF2355  HISTORY     - 1971     GOOD             USGS
 OF2355
 OF2355                          STATION DESCRIPTION
 OF2355
 OF2355'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OF2355'DESCRIPTION FOLLOWS--
 OF2355'
 OF2355'IN TOWN OF GATES ON LYELL AVE., 0.3 MILE E. OF HOWARD RD. AND
 OF2355'0.25 MILE W. OF LEE ROAD
 OF2355'
 OF2355'9.2 FT NE OF A HYDRANT
 OF2355'
 OF2355'18.9 FT SE OF ROW POST
 OF2355'
 OF2355'49.6 FT W. OF UTILITY POLE RG AND E 15
 OF2355'
 OF2355'60.0 FT N. OF CENTERLINE LYELL AVE.
 OF2355'
 OF2355'0.4 FT S. OF MONROE COUNTY WITNESS POST
 OF2355'
 OF2355'MONUMENT IS A NYGS STANDARD PLATE SET IN A CONCRETE COLUMN,
 OF2355'0.1 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2359 ***********************************************************************
 OF2359  DESIGNATION -  665 6R NYGS 1972
 OF2359  PID         -  OF2359
 OF2359  STATE/COUNTY-  NY/MONROE
 OF2359  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2359
 OF2359                         *CURRENT SURVEY CONTROL
 OF2359  ___________________________________________________________________
 OF2359* NAD 83(1996)-  43 09 52.41225(N)    077 40 50.57649(W)     ADJUSTED  
 OF2359* NAVD 88     -       165.5    (meters)     543.     (feet)  VERTCON   
 OF2359  ___________________________________________________________________
 OF2359  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OF2359  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OF2359
 OF2359  HORZ ORDER  -  SECOND
 OF2359
 OF2359.The horizontal coordinates were established by classical geodetic methods
 OF2359.and adjusted by the National Geodetic Survey in January 1999..
 OF2359
 OF2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2359
 OF2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2359
 OF2359.The geoid height was determined by GEOID03.
 OF2359
 OF2359;                    North         East     Units Scale Factor Converg.
 OF2359;SPC NY W     -   351,845.984   423,399.210   MT  1.00000375   +0 37 03.0
 OF2359;SPC NY W     - 1,154,348.03  1,389,102.24   sFT  1.00000375   +0 37 03.0
 OF2359;UTM  18      - 4,782,577.890   282,078.075   MT  1.00018424   -1 50 04.5
 OF2359
 OF2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2359!SPC NY W     -   0.99997962  x   1.00000375  =   0.99998337
 OF2359!UTM  18      -   0.99997962  x   1.00018424  =   1.00016385
 OF2359
 OF2359|---------------------------------------------------------------------|
 OF2359| PID    Reference Object                     Distance      Geod. Az  |
 OF2359|                                                           dddmmss.s |
 OF2359| OF2353 4110 MCGS 1972                      342.110 METERS 08555     |
 OF2359| OF2356 4 1 97 NYSDOT 1972                  139.471 METERS 26948     |
 OF2359| OF2355 665 5R NYGS 1972                    361.228 METERS 27529     |
 OF2359|---------------------------------------------------------------------|
 OF2359
 OF2359                          SUPERSEDED SURVEY CONTROL
 OF2359
 OF2359  NAD 83(1986)-  43 09 52.41944(N)    077 40 50.57409(W) AD(       ) 2
 OF2359  NAD 27      -  43 09 52.19740(N)    077 40 51.55476(W) AD(       ) 2
 OF2359  NGVD 29 (07/19/86)  165.7    (m)          544.     (f) VERT ANG       
 OF2359
 OF2359.Superseded values are not recommended for survey control.
 OF2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2359.See file dsdata.txt to determine how the superseded data were derived.
 OF2359
 OF2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8207882578(NAD 83)
 OF2359_MARKER: DD = SURVEY DISK
 OF2359_SETTING: 0 = UNSPECIFIED SETTING
 OF2359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2359
 OF2359  HISTORY     - Date     Condition        Report By
 OF2359  HISTORY     - 1962     MONUMENTED       NYGS
 OF2359  HISTORY     - 1972     GOOD             NY-055
 OF2359
 OF2359                          STATION DESCRIPTION
 OF2359
 OF2359'DESCRIBED BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF2359'DESCRIPTION FOLLOWS--
 OF2359'
 OF2359'IN TOWN OF GATES AT THE INTERSECTION OF LEE ROAD AND LYELL AVE.
 OF2359'
 OF2359'3.0 FT W. OF CENTERLINE OF LEE RD. EXTENDED SOUTHERLY
 OF2359'
 OF2359'51.2 FT S. OF CENTERLINE LYELL AVE.
 OF2359'
 OF2359'30.9 FT SW OF A MANHOLE
 OF2359'
 OF2359'49.7 FT E. OF E. RANGELINE OF COCOS MARKET
 OF2359'
 OF2359'23.9 FT NE OF UTILITY POLE RG AND E 68
 OF2359'
 OF2359'34.3 FT NE OF NYS ROW MARKER POST
 OF2359'
 OF2359'1.3 FT N OF WITNESS POST
 OF2359'
 OF2359'MONUMENT IS A NYGS STANDARD PLATE SET IN A CONCRETE COLUMN AT
 OF2359'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0805 ***********************************************************************
 PH0805  DESIGNATION -  67
 PH0805  PID         -  PH0805
 PH0805  STATE/COUNTY-  NY/ST LAWRENCE
 PH0805  USGS QUAD   -  WADDINGTON (1964)
 PH0805
 PH0805                         *CURRENT SURVEY CONTROL
 PH0805  ___________________________________________________________________
 PH0805* NAD 83(1986)-  44 51 32.     (N)    075 13 16.     (W)     SCALED    
 PH0805* NAVD 88     -        82.09   (+/-2cm)     269.3    (feet)  VERTCON   
 PH0805  ___________________________________________________________________
 PH0805  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 PH0805
 PH0805  VERT ORDER  -  ? (See Below)
 PH0805
 PH0805.The horizontal coordinates were scaled from a topographic map and have
 PH0805.an estimated accuracy of +/- 6 seconds.
 PH0805
 PH0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0805.The vertical order pertains to the NGVD 29 superseded value.
 PH0805
 PH0805.The geoid height was determined by GEOID03.
 PH0805
 PH0805;                    North         East    Units  Estimated Accuracy
 PH0805;SPC NY E     -   669,450.       93,010.      MT  (+/- 180 meters Scaled)
 PH0805
 PH0805                          SUPERSEDED SURVEY CONTROL
 PH0805
 PH0805  NGVD 29 (??/??/92)   82.224  (m)          269.76   (f) ADJ UNCH    ?  
 PH0805
 PH0805.Superseded values are not recommended for survey control.
 PH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0805.See file dsdata.txt to determine how the superseded data were derived.
 PH0805
 PH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ825672(NAD 83)
 PH0805_MARKER: Z = SEE DESCRIPTION
 PH0805_SETTING: 80 = SET IN A BOULDER
 PH0805_SP_SET: BOULDER
 PH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0805+STABILITY: SURFACE MOTION
 PH0805
 PH0805  HISTORY     - Date     Condition        Report By
 PH0805  HISTORY     - UNK      MONUMENTED       USLS
 PH0805  HISTORY     - 1934     GOOD             NGS
 PH0805  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0805
 PH0805                          STATION DESCRIPTION
 PH0805
 PH0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0805'0.8 MI SW FROM WADDINGTON.
 PH0805'ABOUT 0.8 MILE SOUTHWEST OF WADDINGTON, ST. LAWRENCE COUNTY, ON RIVER
 PH0805'ROAD, ABOUT 800 FEET EAST OF A TURN IN THE ROAD, ABOUT 178 FEET WEST
 PH0805'OF A CROSS FENCE LEADING SOUTH, 23-1/2 FEET SOUTH OF THE CENTER LINE
 PH0805'OF THE ROAD, 97 FEET SOUTHEAST OF A TRIANGULAR-BLAZED 60-INCH ELM
 PH0805'TREE, 9 FEET NORTHEAST OF A TRIANGULAR-BLAZED 30-INCH ELM TREE IN THE
 PH0805'SOUTH ROAD FENCE, AND CUT ON THE TOP OF THE NORTHEAST END OF A 2-1/2
 PH0805'BY 4-FOOT BOULDER ABOUT 1-1/2 FOOT HIGH.  THE TOP OF A 1-INCH ROUND
 PH0805'KNOB JUST NORTHEAST OF THE CHISELED FIGURES 67.
 PH0805
 PH0805                          STATION RECOVERY (1989)
 PH0805
 PH0805'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1843 ***********************************************************************
 PH1843  DESIGNATION -  67 IWC
 PH1843  PID         -  PH1843
 PH1843  STATE/COUNTY-  NY/ST LAWRENCE
 PH1843  USGS QUAD   -  LOUISVILLE (1964)
 PH1843
 PH1843                         *CURRENT SURVEY CONTROL
 PH1843  ___________________________________________________________________
 PH1843* NAD 83(1996)-  44 57 07.27497(N)    075 00 30.09767(W)     ADJUSTED  
 PH1843* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1843  ___________________________________________________________________
 PH1843  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 PH1843  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 PH1843
 PH1843  HORZ ORDER  -  THIRD
 PH1843
 PH1843.The horizontal coordinates were established by classical geodetic methods
 PH1843.and adjusted by the National Geodetic Survey in January 1999..
 PH1843
 PH1843.The orthometric height was scaled from a topographic map.
 PH1843
 PH1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1843
 PH1843.The geoid height was determined by GEOID03.
 PH1843
 PH1843;                    North         East     Units Scale Factor Converg.
 PH1843;SPC NY E     -   679,668.484   109,887.958   MT  0.99991978   -0 21 33.0
 PH1843;SPC NY E     - 2,229,879.02    360,524.08   sFT  0.99991978   -0 21 33.0
 PH1843;UTM  18      - 4,977,620.578   499,340.518   MT  0.99960001   -0 00 21.3
 PH1843
 PH1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1843!SPC NY E     -   0.99999345  x   0.99991978  =   0.99991323
 PH1843!UTM  18      -   0.99999345  x   0.99960001  =   0.99959346
 PH1843
 PH1843:                Primary Azimuth Mark                     Grid Az
 PH1843:SPC NY E     -  STEEN H C H S                            006 24 25.2
 PH1843:UTM  18      -  STEEN H C H S                            006 03 13.5
 PH1843
 PH1843|---------------------------------------------------------------------|
 PH1843| PID    Reference Object                     Distance      Geod. Az  |
 PH1843|                                                           dddmmss.s |
 PH1843| PH1841 STEEN H C H S                       APPROX. 1.3 KM 0060252.2 |
 PH1843| PH1837 MORRISON H C H S                    APPROX. 2.4 KM 0124000.3 |
 PH1843| PH2309 INGLESIDE W T IBC                   APPROX. 5.6 KM 0140030.9 |
 PH1843| PH1819 S CROIL IS H C H S                  APPROX. 2.0 KM 0512035.0 |
 PH1843| PH1834 MCLEOD                              APPROX. 1.2 KM 0940944.1 |
 PH1843|---------------------------------------------------------------------|
 PH1843
 PH1843                          SUPERSEDED SURVEY CONTROL
 PH1843
 PH1843  NAD 83(1986)-  44 57 07.27918(N)    075 00 30.10024(W) AD(       ) 3
 PH1843  NAD 27      -  44 57 07.11700(N)    075 00 31.38900(W) AD(       ) 3
 PH1843
 PH1843.Superseded values are not recommended for survey control.
 PH1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1843.See file dsdata.txt to determine how the superseded data were derived.
 PH1843
 PH1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9934177621(NAD 83)
 PH1843_MARKER: Z = SEE DESCRIPTION
 PH1843_SETTING: 0 = UNSPECIFIED SETTING
 PH1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1843
 PH1843  HISTORY     - Date     Condition        Report By
 PH1843  HISTORY     - 1910     MONUMENTED       IBWC
 PH1843  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PH1843
 PH1843                          STATION DESCRIPTION
 PH1843
 PH1843'DESCRIBED BY INT BDRY WTR COMM 1910
 PH1843'ON CAT ISLAND, WHICH IS ABOUT MIDSTREAM AND ABOUT ONE MILE
 PH1843'SOUTHWESTERLY OF CROIL ISLAND.
 PH1843
 PH1843                          STATION RECOVERY (1959)
 PH1843
 PH1843'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1843'THE ISLAND WAS PARTLY SUBMERGED IN 1959 AND IT IS EXPECTED THAT IT
 PH1843'WILL COMPLETELY DISAPPEAR WITH FURTHER RAISING OF THE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0361 ***********************************************************************
 NB0361  DESIGNATION -  67 PRR
 NB0361  PID         -  NB0361
 NB0361  STATE/COUNTY-  NY/CHEMUNG
 NB0361  USGS QUAD   -  ELMIRA (1969)
 NB0361
 NB0361                         *CURRENT SURVEY CONTROL
 NB0361  ___________________________________________________________________
 NB0361* NAD 83(1986)-  42 00 46.     (N)    076 47 35.     (W)     SCALED    
 NB0361* NAVD 88     -       322.493  (meters)    1058.05   (feet)  ADJUSTED  
 NB0361  ___________________________________________________________________
 NB0361  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NB0361  DYNAMIC HT  -         322.366 (meters)    1057.63  (feet)  COMP
 NB0361  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 NB0361
 NB0361  VERT ORDER  -  FIRST     CLASS II
 NB0361
 NB0361.The horizontal coordinates were scaled from a topographic map and have
 NB0361.an estimated accuracy of +/- 6 seconds.
 NB0361
 NB0361.The orthometric height was determined by differential leveling
 NB0361.and adjusted by the National Geodetic Survey in June 1991..
 NB0361
 NB0361.The geoid height was determined by GEOID03.
 NB0361
 NB0361.The dynamic height is computed by dividing the NAVD 88
 NB0361.geopotential number by the normal gravity value computed on the
 NB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0361.degrees latitude (g = 980.6199 gals.).
 NB0361
 NB0361.The modeled gravity was interpolated from observed gravity values.
 NB0361
 NB0361;                    North         East    Units  Estimated Accuracy
 NB0361;SPC NY C     -   223,530.      232,630.      MT  (+/- 180 meters Scaled)
 NB0361
 NB0361                          SUPERSEDED SURVEY CONTROL
 NB0361
 NB0361  NGVD 29 (??/??/92)  322.644  (m)         1058.54   (f) ADJ UNCH    1 2
 NB0361
 NB0361.Superseded values are not recommended for survey control.
 NB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0361.See file dsdata.txt to determine how the superseded data were derived.
 NB0361
 NB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM515527(NAD 83)
 NB0361_MARKER: B = BOLT
 NB0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0361_SP_SET: BRIDGE
 NB0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0361
 NB0361  HISTORY     - Date     Condition        Report By
 NB0361  HISTORY     - UNK      MONUMENTED       PRR
 NB0361  HISTORY     - 1934     GOOD             NGS
 NB0361  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0361
 NB0361                          STATION DESCRIPTION
 NB0361
 NB0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0361'6.8 MI S FROM ELMIRA.
 NB0361'6.8 MILES SOUTH OF ELMIRA ON P.R.R. 180 FT. SOUTH OF MILEPOST NO. 70.
 NB0361'IN BRIDGE NO. 69.96 SOUTH ABUTMENT EAST SIDE. 4 FT. EAST OF EAST
 NB0361'RAIL. 2 FT. BELOW TOP OF RAIL. COPPER BOLT.
 NB0361
 NB0361                          STATION RECOVERY (1982)
 NB0361
 NB0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0361'MARK IS INACCESSIBLE AS THE PENNSYLVANIA RAILROAD
 NB0361'TRACKS HAVE BEEN REMOVED AS WELL AS THE RAILROAD BRIDGES LEADING TO
 NB0361'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0624 ***********************************************************************
 MZ0624  DESIGNATION -  6.759
 MZ0624  PID         -  MZ0624
 MZ0624  STATE/COUNTY-  NY/COLUMBIA
 MZ0624  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0624
 MZ0624                         *CURRENT SURVEY CONTROL
 MZ0624  ___________________________________________________________________
 MZ0624* NAD 83(1986)-  42 14 34.     (N)    073 49 17.     (W)     SCALED    
 MZ0624* NAVD 88     -         2.667  (meters)       8.75   (feet)  ADJUSTED  
 MZ0624  ___________________________________________________________________
 MZ0624  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ0624  DYNAMIC HT  -           2.666 (meters)       8.75  (feet)  COMP
 MZ0624  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 MZ0624
 MZ0624  VERT ORDER  -  FIRST     CLASS II
 MZ0624
 MZ0624.The horizontal coordinates were scaled from a topographic map and have
 MZ0624.an estimated accuracy of +/- 6 seconds.
 MZ0624
 MZ0624.The orthometric height was determined by differential leveling
 MZ0624.and adjusted by the National Geodetic Survey in June 1991..
 MZ0624
 MZ0624.The geoid height was determined by GEOID03.
 MZ0624
 MZ0624.The dynamic height is computed by dividing the NAVD 88
 MZ0624.geopotential number by the normal gravity value computed on the
 MZ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0624.degrees latitude (g = 980.6199 gals.).
 MZ0624
 MZ0624.The modeled gravity was interpolated from observed gravity values.
 MZ0624
 MZ0624;                    North         East    Units  Estimated Accuracy
 MZ0624;SPC NY E     -   378,790.      206,000.      MT  (+/- 180 meters Scaled)
 MZ0624
 MZ0624                          SUPERSEDED SURVEY CONTROL
 MZ0624
 MZ0624  NGVD 29 (??/??/92)    2.903  (m)            9.52   (f) ADJ UNCH    1 2
 MZ0624
 MZ0624.Superseded values are not recommended for survey control.
 MZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0624.See file dsdata.txt to determine how the superseded data were derived.
 MZ0624
 MZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM972774(NAD 83)
 MZ0624_MARKER: Q = CHISELED SQUARE
 MZ0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0624_SP_SET: MILE POST
 MZ0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0624
 MZ0624  HISTORY     - Date     Condition        Report By
 MZ0624  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0624  HISTORY     - 1955     GOOD             NGS
 MZ0624
 MZ0624                          STATION DESCRIPTION
 MZ0624
 MZ0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0624'1.5 MI S FROM HUDSON.
 MZ0624'1.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 MZ0624'AT HUDSON, A 3/4-INCH OUTLINED SQUARE ON TOP OF BASE ON WEST SIDE OF
 MZ0624'MILE POST NY 113, 8 3/4 FEET EAST OF EAST RAIL OF EAST TRACK AND ABOUT
 MZ0624'2 FEET BELOW LEVEL OF TRACK AND 1 FOOT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1570 ***********************************************************************
 NA1570  DESIGNATION -  679 A
 NA1570  PID         -  NA1570
 NA1570  STATE/COUNTY-  NY/MADISON
 NA1570  USGS QUAD   -  MUNNSVILLE (1943)
 NA1570
 NA1570                         *CURRENT SURVEY CONTROL
 NA1570  ___________________________________________________________________
 NA1570* NAD 83(1986)-  42 58 36.     (N)    075 35 22.     (W)     SCALED    
 NA1570* NAVD 88     -       207.008  (meters)     679.16   (feet)  ADJUSTED  
 NA1570  ___________________________________________________________________
 NA1570  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 NA1570  DYNAMIC HT  -         206.948 (meters)     678.96  (feet)  COMP
 NA1570  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 NA1570
 NA1570  VERT ORDER  -  SECOND    CLASS 0
 NA1570
 NA1570.The horizontal coordinates were scaled from a topographic map and have
 NA1570.an estimated accuracy of +/- 6 seconds.
 NA1570
 NA1570.The orthometric height was determined by differential leveling
 NA1570.and adjusted by the National Geodetic Survey in June 1991..
 NA1570
 NA1570.The geoid height was determined by GEOID03.
 NA1570
 NA1570.The dynamic height is computed by dividing the NAVD 88
 NA1570.geopotential number by the normal gravity value computed on the
 NA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1570.degrees latitude (g = 980.6199 gals.).
 NA1570
 NA1570.The modeled gravity was interpolated from observed gravity values.
 NA1570
 NA1570;                    North         East    Units  Estimated Accuracy
 NA1570;SPC NY C     -   331,060.      331,070.      MT  (+/- 180 meters Scaled)
 NA1570
 NA1570                          SUPERSEDED SURVEY CONTROL
 NA1570
 NA1570  NGVD 29 (??/??/92)  207.148  (m)          679.62   (f) ADJ UNCH    2 0
 NA1570
 NA1570.Superseded values are not recommended for survey control.
 NA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1570.See file dsdata.txt to determine how the superseded data were derived.
 NA1570
 NA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN519583(NAD 83)
 NA1570_MARKER: DD = SURVEY DISK
 NA1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1570_SP_SET: WALL
 NA1570_STAMPING: 679 ALBANY
 NA1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1570
 NA1570  HISTORY     - Date     Condition        Report By
 NA1570  HISTORY     - UNK      MONUMENTED       USGS
 NA1570  HISTORY     - 1942     GOOD             NGS
 NA1570
 NA1570                          STATION DESCRIPTION
 NA1570
 NA1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1570'AT MUNNSVILLE.
 NA1570'AT MUNNSVILLE, ACROSS THE STREET FROM THE POST OFFICE, AT A LARGE
 NA1570'2-STORY YELLOW BUILDING WHICH IS USED BY THE I.G.A. STORES FOR
 NA1570'STORAGE. A U.S.G.S. BRONZE DISK, SET VERTICALLY, IN THE SOUTH STONE
 NA1570'FOUNDATION WALL, 15.0 FEET EAST OF THE SOUTHWEST CORNER OF THE
 NA1570'BUILDING, AND 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2291 ***********************************************************************
 OF2291  DESIGNATION -  679 NYGS 1969
 OF2291  PID         -  OF2291
 OF2291  STATE/COUNTY-  NY/MONROE
 OF2291  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2291
 OF2291                         *CURRENT SURVEY CONTROL
 OF2291  ___________________________________________________________________
 OF2291* NAD 83(1996)-  43 11 37.89520(N)    077 39 54.53433(W)     ADJUSTED  
 OF2291* NAVD 88     -       156.00   (+/-2cm)     511.8    (feet)  VERTCON   
 OF2291  ___________________________________________________________________
 OF2291  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OF2291  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF2291
 OF2291  HORZ ORDER  -  SECOND
 OF2291  VERT ORDER  -  THIRD ? (See Below)
 OF2291
 OF2291.The horizontal coordinates were established by classical geodetic methods
 OF2291.and adjusted by the National Geodetic Survey in January 1999..
 OF2291
 OF2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2291.The vertical order pertains to the NGVD 29 superseded value.
 OF2291
 OF2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2291
 OF2291.The geoid height was determined by GEOID03.
 OF2291
 OF2291;                    North         East     Units Scale Factor Converg.
 OF2291;SPC NY W     -   355,114.780   424,629.421   MT  1.00000599   +0 37 42.6
 OF2291;SPC NY W     - 1,165,072.41  1,393,138.36   sFT  1.00000599   +0 37 42.6
 OF2291;UTM  18      - 4,785,791.608   283,447.289   MT  1.00017691   -1 49 29.7
 OF2291
 OF2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2291!SPC NY W     -   0.99998113  x   1.00000599  =   0.99998712
 OF2291!UTM  18      -   0.99998113  x   1.00017691  =   1.00015803
 OF2291
 OF2291:                Primary Azimuth Mark                     Grid Az
 OF2291:SPC NY W     -  MT READ N BASE                           076 52 47.8
 OF2291:UTM  18      -  MT READ N BASE                           079 20 00.1
 OF2291
 OF2291|---------------------------------------------------------------------|
 OF2291| PID    Reference Object                     Distance      Geod. Az  |
 OF2291|                                                           dddmmss.s |
 OF2291| OF2279 MT READ N BASE                      418.997 METERS 0773030.4 |
 OF2291| OF2314 FIR MCGS 1969                       447.133 METERS 0901053.5 |
 OF2291|---------------------------------------------------------------------|
 OF2291
 OF2291                          SUPERSEDED SURVEY CONTROL
 OF2291
 OF2291  NAD 83(1986)-  43 11 37.90242(N)    077 39 54.53155(W) AD(       ) 2
 OF2291  NAD 27      -  43 11 37.67893(N)    077 39 55.51754(W) AD(       ) 2
 OF2291  NGVD 29 (07/19/86)  156.18   (m)          512.4    (f) LEVELING    3  
 OF2291
 OF2291.Superseded values are not recommended for survey control.
 OF2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2291.See file dsdata.txt to determine how the superseded data were derived.
 OF2291
 OF2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8344785792(NAD 83)
 OF2291_MARKER: DD = SURVEY DISK
 OF2291_SETTING: 0 = UNSPECIFIED SETTING
 OF2291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2291
 OF2291  HISTORY     - Date     Condition        Report By
 OF2291  HISTORY     - 1936     MONUMENTED       NYGS
 OF2291  HISTORY     - 1969     GOOD             CGS
 OF2291  HISTORY     - 1977     POOR             NY-055
 OF2291  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2291
 OF2291                          STATION DESCRIPTION
 OF2291
 OF2291'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2291'IN GREECE, 0.3 MILE WEST OF MT. READ BOULEVARD, 25 FEET SOUTH OF
 OF2291'CENTER LINE OF RIDGEWAY AVENUE, 189.5 FEET WEST OF WEST RANGE
 OF2291'LINE OF HOUSE 1255, 74.6 FEET WEST OF RANGE LINE OF WEILAND ROAD
 OF2291'CENTER LINE, AND 7.7 FEET SOUTH OF POLE 1924 55.  STATION IS A
 OF2291'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND
 OF2291'0.2 FOOT ABOVE GROUND.
 OF2291
 OF2291                          STATION RECOVERY (1969)
 OF2291
 OF2291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2291'ORGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2291'
 OF2291'IN GREECE, ALONG RIDGEWAY AVENUE.
 OF2291'
 OF2291'0.3 MILE WEST OF MT. READ BLVD.
 OF2291'
 OF2291'1370 FEET WEST, SOUTHWEST OF STATION MT. READ NB 1925.
 OF2291'
 OF2291'26.0 FEET SOUTH OF CENTERLINE OF PAVEMENT.
 OF2291'
 OF2291'79.0 FEET WEST OF CENTER LINE OF WEILAND ROAD.
 OF2291'
 OF2291'7.3 FEET SOUTHEAST OF POLE RG AND E 1.
 OF2291'
 OF2291'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2291'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2291
 OF2291                          STATION RECOVERY (1977)
 OF2291
 OF2291'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2291'679 MON. FOUND TO HAVE BEEN DISTURBED.
 OF2291
 OF2291                          STATION RECOVERY (1994)
 OF2291
 OF2291'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0989 ***********************************************************************
 OD0989  DESIGNATION -  68
 OD0989  PID         -  OD0989
 OD0989  STATE/COUNTY-  NY/WARREN
 OD0989  USGS QUAD   -  THE GLEN (1968)
 OD0989
 OD0989                         *CURRENT SURVEY CONTROL
 OD0989  ___________________________________________________________________
 OD0989* NAD 83(1986)-  43 35 53.     (N)    073 52 05.     (W)     SCALED    
 OD0989* NAVD 88     -       236.016  (meters)     774.33   (feet)  ADJUSTED  
 OD0989  ___________________________________________________________________
 OD0989  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 OD0989  DYNAMIC HT  -         235.968 (meters)     774.17  (feet)  COMP
 OD0989  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 OD0989
 OD0989  VERT ORDER  -  SECOND    CLASS 0
 OD0989
 OD0989.The horizontal coordinates were scaled from a topographic map and have
 OD0989.an estimated accuracy of +/- 6 seconds.
 OD0989
 OD0989.The orthometric height was determined by differential leveling
 OD0989.and adjusted by the National Geodetic Survey in June 1991..
 OD0989
 OD0989.The geoid height was determined by GEOID03.
 OD0989
 OD0989.The dynamic height is computed by dividing the NAVD 88
 OD0989.geopotential number by the normal gravity value computed on the
 OD0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0989.degrees latitude (g = 980.6199 gals.).
 OD0989
 OD0989.The modeled gravity was interpolated from observed gravity values.
 OD0989
 OD0989;                    North         East    Units  Estimated Accuracy
 OD0989;SPC NY E     -   529,300.      201,020.      MT  (+/- 180 meters Scaled)
 OD0989
 OD0989                          SUPERSEDED SURVEY CONTROL
 OD0989
 OD0989  NGVD 29 (??/??/92)  236.15   (m)          774.8    (f) COMPUTED    2 0
 OD0989
 OD0989.Superseded values are not recommended for survey control.
 OD0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0989.See file dsdata.txt to determine how the superseded data were derived.
 OD0989
 OD0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP913278(NAD 83)
 OD0989_MARKER: O = CHISELED CIRCLE
 OD0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0989_SP_SET: CULVERT
 OD0989_STAMPING: H 68
 OD0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0989
 OD0989  HISTORY     - Date     Condition        Report By
 OD0989  HISTORY     - UNK      MONUMENTED       USGS
 OD0989  HISTORY     - 1942     GOOD             NGS
 OD0989
 OD0989                          STATION DESCRIPTION
 OD0989
 OD0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0989'1.1 MI N FROM THE GLEN.
 OD0989'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO.28 AT THE GLEN--
 OD0989'PROCEED 1.1 MILES NORTHERLY ALONG THE DELAWARE AND HUDSON RAILROAD TO
 OD0989'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTH OF MILEPOST NC
 OD0989'13--A 82, AND 8.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE EAST RAIL
 OD0989'OF TRACK.  IT IS SET HORIZONTALLY AT THE SOUTHEAST CORNER OF THE SOUTH
 OD0989'END OF THE EAST HEADWALL OF A MARBLE CULVERT.  CHARACTER OF BENCH
 OD0989'MARK--THE SURFACE INSIDE A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0084 ***********************************************************************
 PJ0084  DESIGNATION -  68U306
 PJ0084  PID         -  PJ0084
 PJ0084  STATE/COUNTY-  NY/JEFFERSON
 PJ0084  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0084
 PJ0084                         *CURRENT SURVEY CONTROL
 PJ0084  ___________________________________________________________________
 PJ0084* NAD 83(1986)-  44 08 08.     (N)    076 21 16.     (W)     SCALED    
 PJ0084* NAVD 88     -        75.986  (meters)     249.30   (feet)  ADJUSTED  
 PJ0084  ___________________________________________________________________
 PJ0084  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 PJ0084  DYNAMIC HT  -          75.975 (meters)     249.26  (feet)  COMP
 PJ0084  MODELED GRAV-     980,480.1   (mgal)                       NAVD 88
 PJ0084
 PJ0084  VERT ORDER  -  FIRST     CLASS 0
 PJ0084
 PJ0084.The horizontal coordinates were scaled from a topographic map and have
 PJ0084.an estimated accuracy of +/- 6 seconds.
 PJ0084
 PJ0084.The orthometric height was determined by differential leveling
 PJ0084.and adjusted by the National Geodetic Survey in June 1991..
 PJ0084
 PJ0084.The geoid height was determined by GEOID03.
 PJ0084
 PJ0084.The dynamic height is computed by dividing the NAVD 88
 PJ0084.geopotential number by the normal gravity value computed on the
 PJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0084.degrees latitude (g = 980.6199 gals.).
 PJ0084
 PJ0084.The modeled gravity was interpolated from observed gravity values.
 PJ0084
 PJ0084;                    North         East    Units  Estimated Accuracy
 PJ0084;SPC NY C     -   459,350.      268,320.      MT  (+/- 180 meters Scaled)
 PJ0084
 PJ0084                          SUPERSEDED SURVEY CONTROL
 PJ0084
 PJ0084.No superseded survey control is available for this station.
 PJ0084
 PJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP916878(NAD 83)
 PJ0084_MARKER: DB = BENCH MARK DISK
 PJ0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0084_SP_SET: CONCRETE BASE
 PJ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0084
 PJ0084  HISTORY     - Date     Condition        Report By
 PJ0084  HISTORY     - UNK      MONUMENTED       CGS
 PJ0084
 PJ0084                          STATION DESCRIPTION
 PJ0084
 PJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 PJ0084'AT ALEXANDRIA POINT.
 PJ0084'68 U 306
 PJ0084'CONCRETE BASE OF LIGHT HOUSE ON FERRY DOCK AT ALEXANDRIA POINT,
 PJ0084'25 FEET SOUTHWEST AND 20 FEET NORTHWEST OF SOUTHEASTERLY CORNER OF
 PJ0084'DOCK, TABLET IN TOP OF 6 FEET SQUARE BASE, 1 FOOT SOUTHWEST AND 1
 PJ0084'FOOT NORTHWEST OF SOUTHEAST CORNER AND 0.2 FOOT ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0083 ***********************************************************************
 PJ0083  DESIGNATION -  68U307
 PJ0083  PID         -  PJ0083
 PJ0083  STATE/COUNTY-  NY/JEFFERSON
 PJ0083  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0083
 PJ0083                         *CURRENT SURVEY CONTROL
 PJ0083  ___________________________________________________________________
 PJ0083* NAD 83(1986)-  44 08 10.     (N)    076 21 18.     (W)     SCALED    
 PJ0083* NAVD 88     -        77.342  (meters)     253.75   (feet)  ADJUSTED  
 PJ0083  ___________________________________________________________________
 PJ0083  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 PJ0083  DYNAMIC HT  -          77.331 (meters)     253.71  (feet)  COMP
 PJ0083  MODELED GRAV-     980,480.1   (mgal)                       NAVD 88
 PJ0083
 PJ0083  VERT ORDER  -  FIRST     CLASS 0
 PJ0083
 PJ0083.The horizontal coordinates were scaled from a topographic map and have
 PJ0083.an estimated accuracy of +/- 6 seconds.
 PJ0083
 PJ0083.The orthometric height was determined by differential leveling
 PJ0083.and adjusted by the National Geodetic Survey in June 1991..
 PJ0083
 PJ0083.The geoid height was determined by GEOID03.
 PJ0083
 PJ0083.The dynamic height is computed by dividing the NAVD 88
 PJ0083.geopotential number by the normal gravity value computed on the
 PJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0083.degrees latitude (g = 980.6199 gals.).
 PJ0083
 PJ0083.The modeled gravity was interpolated from observed gravity values.
 PJ0083
 PJ0083;                    North         East    Units  Estimated Accuracy
 PJ0083;SPC NY C     -   459,410.      268,270.      MT  (+/- 180 meters Scaled)
 PJ0083
 PJ0083                          SUPERSEDED SURVEY CONTROL
 PJ0083
 PJ0083.No superseded survey control is available for this station.
 PJ0083
 PJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP916878(NAD 83)
 PJ0083_MARKER: DB = BENCH MARK DISK
 PJ0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PJ0083_SP_SET: WATER TABLE
 PJ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PJ0083
 PJ0083  HISTORY     - Date     Condition        Report By
 PJ0083  HISTORY     - UNK      MONUMENTED       CGS
 PJ0083
 PJ0083                          STATION DESCRIPTION
 PJ0083
 PJ0083'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 PJ0083'160 FEET W FROM ALEXANDRIA.
 PJ0083'68-U-307
 PJ0083'CUSTOM HOUSE, A TWO-STOREY CONCRETE BLOCKS BUILDING ON THE NORTH
 PJ0083'SIDE OF HIGHWAY NO. 95, 160 FEET WEST OF ALEXANDRIA POINT FERRY
 PJ0083'DOCK, TABLET IN THE EAST FACE OF CONCRETE FOUNDATION OF CHIMNEY ON
 PJ0083'THE EAST SIDE OF BUILDING, 40 FEET NORTH OF CENTRE LINE OF HIGHWAY,
 PJ0083'2.6 FEET BELOW WATER-TABLE, 0.6 FOOT ABOVE GROUND AND 2 FEET FROM
 PJ0083'SOUTHERLY CORNER OF CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0082 ***********************************************************************
 PJ0082  DESIGNATION -  68U308
 PJ0082  PID         -  PJ0082
 PJ0082  STATE/COUNTY-  NY/JEFFERSON
 PJ0082  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0082
 PJ0082                         *CURRENT SURVEY CONTROL
 PJ0082  ___________________________________________________________________
 PJ0082* NAD 83(1986)-  44 08 10.     (N)    076 21 24.     (W)     SCALED    
 PJ0082* NAVD 88     -        77.141  (meters)     253.09   (feet)  ADJUSTED  
 PJ0082  ___________________________________________________________________
 PJ0082  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 PJ0082  DYNAMIC HT  -          77.131 (meters)     253.05  (feet)  COMP
 PJ0082  MODELED GRAV-     980,480.1   (mgal)                       NAVD 88
 PJ0082
 PJ0082  VERT ORDER  -  FIRST     CLASS 0
 PJ0082
 PJ0082.The horizontal coordinates were scaled from a topographic map and have
 PJ0082.an estimated accuracy of +/- 6 seconds.
 PJ0082
 PJ0082.The orthometric height was determined by differential leveling
 PJ0082.and adjusted by the National Geodetic Survey in June 1991..
 PJ0082
 PJ0082.The geoid height was determined by GEOID03.
 PJ0082
 PJ0082.The dynamic height is computed by dividing the NAVD 88
 PJ0082.geopotential number by the normal gravity value computed on the
 PJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0082.degrees latitude (g = 980.6199 gals.).
 PJ0082
 PJ0082.The modeled gravity was interpolated from observed gravity values.
 PJ0082
 PJ0082;                    North         East    Units  Estimated Accuracy
 PJ0082;SPC NY C     -   459,410.      268,140.      MT  (+/- 180 meters Scaled)
 PJ0082
 PJ0082                          SUPERSEDED SURVEY CONTROL
 PJ0082
 PJ0082.No superseded survey control is available for this station.
 PJ0082
 PJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP914878(NAD 83)
 PJ0082_MARKER: DB = BENCH MARK DISK
 PJ0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0082_SP_SET: WALL
 PJ0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0082
 PJ0082  HISTORY     - Date     Condition        Report By
 PJ0082  HISTORY     - UNK      MONUMENTED       CGS
 PJ0082
 PJ0082                          STATION DESCRIPTION
 PJ0082
 PJ0082'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 PJ0082'660 FEET W FROM ALEXANDRIA.
 PJ0082'68 U 308.
 PJ0082'LARGE BARN OWNED BY MR. W. HORNE, ON THE NORTH SIDE OF HIGHWAY NO.
 PJ0082'95, 660 FEET WEST OF ALEXANDRIA POINT FERRY DOCK AND 500 FEET WEST
 PJ0082'OF CUSTOM HOUSE, TABLET IN SOUTH CONCRETE FOUNDATION WALL, BETWEEN
 PJ0082'AND BELOW WINDOWS, 8 FEET FROM THE SOUTHEAST CORNER OF BARN, 7.2
 PJ0082'FEET FROM RAMP, 67 FEET NORTH OF CENTRE LINE OF HIGHWAY, 6 FEET
 PJ0082'BELOW TOP AND 1 FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1013 ***********************************************************************
 PH1013  DESIGNATION -  68U358
 PH1013  PID         -  PH1013
 PH1013  STATE/COUNTY-  NY/ST LAWRENCE
 PH1013  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1013
 PH1013                         *CURRENT SURVEY CONTROL
 PH1013  ___________________________________________________________________
 PH1013* NAD 83(1986)-  44 44 24.     (N)    075 28 17.     (W)     SCALED    
 PH1013* NAVD 88     -        78.232  (meters)     256.67   (feet)  ADJUSTED  
 PH1013  ___________________________________________________________________
 PH1013  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 PH1013  DYNAMIC HT  -          78.227 (meters)     256.65  (feet)  COMP
 PH1013  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 PH1013
 PH1013  VERT ORDER  -  FIRST     CLASS 0
 PH1013
 PH1013.The horizontal coordinates were scaled from a topographic map and have
 PH1013.an estimated accuracy of +/- 6 seconds.
 PH1013
 PH1013.The orthometric height was determined by differential leveling
 PH1013.and adjusted by the National Geodetic Survey in June 1991..
 PH1013
 PH1013.The geoid height was determined by GEOID03.
 PH1013
 PH1013.The dynamic height is computed by dividing the NAVD 88
 PH1013.geopotential number by the normal gravity value computed on the
 PH1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1013.degrees latitude (g = 980.6199 gals.).
 PH1013
 PH1013.The modeled gravity was interpolated from observed gravity values.
 PH1013
 PH1013;                    North         East    Units  Estimated Accuracy
 PH1013;SPC NY E     -   656,440.       73,070.      MT  (+/- 180 meters Scaled)
 PH1013
 PH1013                          SUPERSEDED SURVEY CONTROL
 PH1013
 PH1013  NGVD 29 (??/??/92)   78.342  (m)          257.03   (f) ADJ UNCH    1 0
 PH1013
 PH1013.Superseded values are not recommended for survey control.
 PH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1013.See file dsdata.txt to determine how the superseded data were derived.
 PH1013
 PH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ626541(NAD 83)
 PH1013_MARKER: Z = SEE DESCRIPTION
 PH1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1013_SP_SET: BRIDGE
 PH1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1013
 PH1013  HISTORY     - Date     Condition        Report By
 PH1013  HISTORY     - UNK      MONUMENTED       USLS
 PH1013  HISTORY     - 1969     GOOD             USPSQD
 PH1013  HISTORY     - 1969     GOOD             USLS
 PH1013
 PH1013                          STATION DESCRIPTION
 PH1013
 PH1013'DESCRIBED BY US POWER SQUADRON 1969 (JWW)
 PH1013'RECOVERED IN GOOD CONDITION.
 PH1013
 PH1013                          STATION RECOVERY (1969)
 PH1013
 PH1013'RECOVERY NOTE BY US LAKE SURVEY 1969
 PH1013'IN OGDENSBURG.
 PH1013'CONCRETE BRIDGE OVER CREEK, ON HIGHWAY NO. 2, 0.34 MILE SOUTHWEST OF
 PH1013'OGDENSBURG INTERNATIONAL BRIDGE, TABLET IN TOP OF WHEEL GUARD ON
 PH1013'SOUTHEAST SIDE AND AT SOUTHWEST END OF BRIDGE, 2 FEET 1 INCH FROM
 PH1013'WESTERLY END, 11 INCHES FROM NORTHERLY EDGE OF GUARD AND 9 INCHES FROM
 PH1013'NORTHWEST FACE OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1014 ***********************************************************************
 PH1014  DESIGNATION -  68U359
 PH1014  PID         -  PH1014
 PH1014  STATE/COUNTY-  NY/ST LAWRENCE
 PH1014  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1014
 PH1014                         *CURRENT SURVEY CONTROL
 PH1014  ___________________________________________________________________
 PH1014* NAD 83(1986)-  44 44 39.     (N)    075 28 02.     (W)     SCALED    
 PH1014* NAVD 88     -        78.610  (meters)     257.91   (feet)  ADJUSTED  
 PH1014  ___________________________________________________________________
 PH1014  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 PH1014  DYNAMIC HT  -          78.605 (meters)     257.89  (feet)  COMP
 PH1014  MODELED GRAV-     980,554.3   (mgal)                       NAVD 88
 PH1014
 PH1014  VERT ORDER  -  FIRST     CLASS 0
 PH1014
 PH1014.The horizontal coordinates were scaled from a topographic map and have
 PH1014.an estimated accuracy of +/- 6 seconds.
 PH1014
 PH1014.The orthometric height was determined by differential leveling
 PH1014.and adjusted by the National Geodetic Survey in June 1991..
 PH1014
 PH1014.The geoid height was determined by GEOID03.
 PH1014
 PH1014.The dynamic height is computed by dividing the NAVD 88
 PH1014.geopotential number by the normal gravity value computed on the
 PH1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1014.degrees latitude (g = 980.6199 gals.).
 PH1014
 PH1014.The modeled gravity was interpolated from observed gravity values.
 PH1014
 PH1014;                    North         East    Units  Estimated Accuracy
 PH1014;SPC NY E     -   656,900.       73,410.      MT  (+/- 180 meters Scaled)
 PH1014
 PH1014                          SUPERSEDED SURVEY CONTROL
 PH1014
 PH1014  NGVD 29 (??/??/92)   78.720  (m)          258.27   (f) ADJ UNCH    1 0
 PH1014
 PH1014.Superseded values are not recommended for survey control.
 PH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1014.See file dsdata.txt to determine how the superseded data were derived.
 PH1014
 PH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ630546(NAD 83)
 PH1014_MARKER: Z = SEE DESCRIPTION
 PH1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1014_SP_SET: BRIDGE
 PH1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1014
 PH1014  HISTORY     - Date     Condition        Report By
 PH1014  HISTORY     - UNK      MONUMENTED       USLS
 PH1014  HISTORY     - 1969     GOOD             USLS
 PH1014  HISTORY     - 1989     GOOD             USPSQD
 PH1014
 PH1014                          STATION DESCRIPTION
 PH1014
 PH1014'DESCRIBED BY US LAKE SURVEY 1969
 PH1014'IN OGDENSBURG.
 PH1014'OGDENSBURG INTERNATIONAL BRIDGE, TABLET IN SOUTHEAST FACE OF NORTHWEST
 PH1014'CONCRETE ABUTMENT OF BRIDGE, IMMEDIATELY NORTHWEST OF HIGHWAY NO. 2, 3
 PH1014'FEET 4 INCHES FROM THE SOUTHWESTERLY CORNER OF ABUTMENT, 12 INCHES
 PH1014'ABOVE GROUND LEVEL.
 PH1014
 PH1014                          STATION RECOVERY (1989)
 PH1014
 PH1014'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1154 ***********************************************************************
 PH1154  DESIGNATION -  68U390
 PH1154  PID         -  PH1154
 PH1154  STATE/COUNTY-  NY/JEFFERSON
 PH1154  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1154
 PH1154                         *CURRENT SURVEY CONTROL
 PH1154  ___________________________________________________________________
 PH1154* NAD 83(1986)-  44 21 06.     (N)    075 58 55.     (W)     SCALED    
 PH1154* NAVD 88     -        86.389  (meters)     283.43   (feet)  ADJUSTED  
 PH1154  ___________________________________________________________________
 PH1154  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 PH1154  DYNAMIC HT  -          86.379 (meters)     283.40  (feet)  COMP
 PH1154  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 PH1154
 PH1154  VERT ORDER  -  FIRST     CLASS 0
 PH1154
 PH1154.The horizontal coordinates were scaled from a topographic map and have
 PH1154.an estimated accuracy of +/- 6 seconds.
 PH1154
 PH1154.The orthometric height was determined by differential leveling
 PH1154.and adjusted by the National Geodetic Survey in June 1991..
 PH1154
 PH1154.The geoid height was determined by GEOID03.
 PH1154
 PH1154.The dynamic height is computed by dividing the NAVD 88
 PH1154.geopotential number by the normal gravity value computed on the
 PH1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1154.degrees latitude (g = 980.6199 gals.).
 PH1154
 PH1154.The modeled gravity was interpolated from observed gravity values.
 PH1154
 PH1154;                    North         East    Units  Estimated Accuracy
 PH1154;SPC NY C     -   483,520.      297,950.      MT  (+/- 180 meters Scaled)
 PH1154
 PH1154                          SUPERSEDED SURVEY CONTROL
 PH1154
 PH1154  NGVD 29 (??/??/92)   86.499  (m)          283.79   (f) ADJ UNCH    1 0
 PH1154
 PH1154.Superseded values are not recommended for survey control.
 PH1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1154.See file dsdata.txt to determine how the superseded data were derived.
 PH1154
 PH1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ217114(NAD 83)
 PH1154_MARKER: DD = SURVEY DISK
 PH1154_SETTING: 66 = SET IN ROCK OUTCROP
 PH1154_SP_SET: ROCK OUTCROP
 PH1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1154+STABILITY: POSITION/ELEVATION WELL
 PH1154
 PH1154  HISTORY     - Date     Condition        Report By
 PH1154  HISTORY     - UNK      MONUMENTED       USLS
 PH1154  HISTORY     - 1969     GOOD             USLS
 PH1154  HISTORY     - 1989     GOOD             USPSQD
 PH1154
 PH1154                          STATION DESCRIPTION
 PH1154
 PH1154'DESCRIBED BY US LAKE SURVEY 1969
 PH1154'IN INTERNATIONAL BOUNDARY.
 PH1154'ROCK OUTCROP ON THE SOUTH SIDE OF HIGHWAY NO. 134, 0.45 MILE SOUTHWEST
 PH1154'OF SOUTH END OF INTERNATIONAL BRIDGE AND 912 FEET WEST OF SKY DECK, 68
 PH1154'FEET SOUTH OF CENTRE LINE OF HIGHWAY AND 2 FEET BELOW ROAD LEVEL,
 PH1154'TABLET IN TOP OF OUTCROP.
 PH1154
 PH1154                          STATION RECOVERY (1989)
 PH1154
 PH1154'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRZ)
 PH1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1015 ***********************************************************************
 PH1015  DESIGNATION -  68U392
 PH1015  PID         -  PH1015
 PH1015  STATE/COUNTY-  NY/ST LAWRENCE
 PH1015  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1015
 PH1015                         *CURRENT SURVEY CONTROL
 PH1015  ___________________________________________________________________
 PH1015* NAD 83(1986)-  44 43 33.     (N)    075 27 19.     (W)     SCALED    
 PH1015* NAVD 88     -        87.250  (meters)     286.25   (feet)  ADJUSTED  
 PH1015  ___________________________________________________________________
 PH1015  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 PH1015  DYNAMIC HT  -          87.244 (meters)     286.23  (feet)  COMP
 PH1015  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 PH1015
 PH1015  VERT ORDER  -  FIRST     CLASS 0
 PH1015
 PH1015.The horizontal coordinates were scaled from a topographic map and have
 PH1015.an estimated accuracy of +/- 6 seconds.
 PH1015
 PH1015.The orthometric height was determined by differential leveling
 PH1015.and adjusted by the National Geodetic Survey in June 1991..
 PH1015
 PH1015.The geoid height was determined by GEOID03.
 PH1015
 PH1015.The dynamic height is computed by dividing the NAVD 88
 PH1015.geopotential number by the normal gravity value computed on the
 PH1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1015.degrees latitude (g = 980.6199 gals.).
 PH1015
 PH1015.The modeled gravity was interpolated from observed gravity values.
 PH1015
 PH1015;                    North         East    Units  Estimated Accuracy
 PH1015;SPC NY E     -   654,850.       74,330.      MT  (+/- 180 meters Scaled)
 PH1015
 PH1015                          SUPERSEDED SURVEY CONTROL
 PH1015
 PH1015  NGVD 29 (??/??/92)   87.359  (m)          286.61   (f) ADJ UNCH    1 0
 PH1015
 PH1015.Superseded values are not recommended for survey control.
 PH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1015.See file dsdata.txt to determine how the superseded data were derived.
 PH1015
 PH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ639525(NAD 83)
 PH1015_MARKER: DD = SURVEY DISK
 PH1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1015_SP_SET: WALL
 PH1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1015
 PH1015  HISTORY     - Date     Condition        Report By
 PH1015  HISTORY     - UNK      MONUMENTED       GSC
 PH1015  HISTORY     - 1969     GOOD             USPSQD
 PH1015  HISTORY     - 1969     GOOD             USLS
 PH1015
 PH1015                          STATION DESCRIPTION
 PH1015
 PH1015'DESCRIBED BY US POWER SQUADRON 1969 (JWW)
 PH1015'RECOVERED IN GOOD CONDITION.
 PH1015
 PH1015                          STATION RECOVERY (1969)
 PH1015
 PH1015'RECOVERY NOTE BY US LAKE SURVEY 1969
 PH1015'IN OGDENSBURG.
 PH1015'A BENCHMARK ESTABLISHED BY THE GEODETIC SURVEY OF CANADA, IS IN
 PH1015'OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ABOUT 3.3 MILES NORTHEAST
 PH1015'OF INTERSECTION OF HIGHWAYS 37 AND 87, ON TOP OF CONCRETE WALL AT THE
 PH1015'SOUTHWEST CORNER OF THE OGDENSBURG-PRESCOTT INTERNATIONAL BRIDGE, 1.0
 PH1015'FEET FROM SOUTH END OF THE WALL, 3 FEET ABOVE THE SIDEWALK, BEING
 PH1015'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1016 ***********************************************************************
 PH1016  DESIGNATION -  68U393
 PH1016  PID         -  PH1016
 PH1016  STATE/COUNTY-  NY/ST LAWRENCE
 PH1016  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1016
 PH1016                         *CURRENT SURVEY CONTROL
 PH1016  ___________________________________________________________________
 PH1016* NAD 83(1986)-  44 43 19.     (N)    075 27 17.     (W)     SCALED    
 PH1016* NAVD 88     -        88.041  (meters)     288.85   (feet)  ADJUSTED  
 PH1016  ___________________________________________________________________
 PH1016  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 PH1016  DYNAMIC HT  -          88.035 (meters)     288.83  (feet)  COMP
 PH1016  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 PH1016
 PH1016  VERT ORDER  -  FIRST     CLASS 0
 PH1016
 PH1016.The horizontal coordinates were scaled from a topographic map and have
 PH1016.an estimated accuracy of +/- 6 seconds.
 PH1016
 PH1016.The orthometric height was determined by differential leveling
 PH1016.and adjusted by the National Geodetic Survey in June 1991..
 PH1016
 PH1016.The geoid height was determined by GEOID03.
 PH1016
 PH1016.The dynamic height is computed by dividing the NAVD 88
 PH1016.geopotential number by the normal gravity value computed on the
 PH1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1016.degrees latitude (g = 980.6199 gals.).
 PH1016
 PH1016.The modeled gravity was interpolated from observed gravity values.
 PH1016
 PH1016;                    North         East    Units  Estimated Accuracy
 PH1016;SPC NY E     -   654,420.       74,370.      MT  (+/- 180 meters Scaled)
 PH1016
 PH1016                          SUPERSEDED SURVEY CONTROL
 PH1016
 PH1016  NGVD 29 (??/??/92)   88.150  (m)          289.21   (f) ADJ UNCH    1 0
 PH1016
 PH1016.Superseded values are not recommended for survey control.
 PH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1016.See file dsdata.txt to determine how the superseded data were derived.
 PH1016
 PH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ639521(NAD 83)
 PH1016_MARKER: Z = SEE DESCRIPTION
 PH1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1016_SP_SET: BRIDGE
 PH1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1016
 PH1016  HISTORY     - Date     Condition        Report By
 PH1016  HISTORY     - UNK      MONUMENTED       GSC
 PH1016  HISTORY     - 1969     GOOD             USLS
 PH1016  HISTORY     - 1989     GOOD             USPSQD
 PH1016
 PH1016                          STATION DESCRIPTION
 PH1016
 PH1016'DESCRIBED BY US LAKE SURVEY 1969
 PH1016'IN OGDENSBURG.
 PH1016'A BENCHMARK ESTABLISHED BY THE GEODETIC SURVEY OF CANADA, IS IN
 PH1016'OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ABOUT 3.2 MILES NORTHEAST
 PH1016'OF INTERSECTION OF HIGHWAYS 37 AND 87, AT ENTRANCE RAMP TO
 PH1016'OGDENSBURG-PRESCOTT INTERNATIONAL BRIDGE, NEAR CONCRETE BASE OF
 PH1016'NORTHERLY STEEL COLUMN SUPPORTING CANOPY ATTACHED TO WEST SIDE OF U.S.
 PH1016'CUSTOMS OFFICE AT OGDENSBURG END OF BRIDGE, ON WEST SIDE OF FIRST
 PH1016'SOUTHBOUND TRAFFIC LANE, 1.6 FEET EAST OF CENTER OF COLUMN, 0.6 FEET
 PH1016'WEST AND 0.3 FEET NORTH OF SOUTHEAST CORNER OF BASE, BEING HIGHEST
 PH1016'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO PAVEMENT.
 PH1016
 PH1016                          STATION RECOVERY (1989)
 PH1016
 PH1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1017 ***********************************************************************
 PH1017  DESIGNATION -  68U400
 PH1017  PID         -  PH1017
 PH1017  STATE/COUNTY-  NY/ST LAWRENCE
 PH1017  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1017
 PH1017                         *CURRENT SURVEY CONTROL
 PH1017  ___________________________________________________________________
 PH1017* NAD 83(1986)-  44 43 08.     (N)    075 27 19.     (W)     SCALED    
 PH1017* NAVD 88     -        85.363  (meters)     280.06   (feet)  ADJUSTED  
 PH1017  ___________________________________________________________________
 PH1017  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 PH1017  DYNAMIC HT  -          85.357 (meters)     280.04  (feet)  COMP
 PH1017  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 PH1017
 PH1017  VERT ORDER  -  FIRST     CLASS 0
 PH1017
 PH1017.The horizontal coordinates were scaled from a topographic map and have
 PH1017.an estimated accuracy of +/- 6 seconds.
 PH1017
 PH1017.The orthometric height was determined by differential leveling
 PH1017.and adjusted by the National Geodetic Survey in June 1991..
 PH1017
 PH1017.The geoid height was determined by GEOID03.
 PH1017
 PH1017.The dynamic height is computed by dividing the NAVD 88
 PH1017.geopotential number by the normal gravity value computed on the
 PH1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1017.degrees latitude (g = 980.6199 gals.).
 PH1017
 PH1017.The modeled gravity was interpolated from observed gravity values.
 PH1017
 PH1017;                    North         East    Units  Estimated Accuracy
 PH1017;SPC NY E     -   654,080.       74,320.      MT  (+/- 180 meters Scaled)
 PH1017
 PH1017                          SUPERSEDED SURVEY CONTROL
 PH1017
 PH1017  NGVD 29 (??/??/92)   85.472  (m)          280.42   (f) ADJ UNCH    1 0
 PH1017
 PH1017.Superseded values are not recommended for survey control.
 PH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1017.See file dsdata.txt to determine how the superseded data were derived.
 PH1017
 PH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ639518(NAD 83)
 PH1017_MARKER: DD = SURVEY DISK
 PH1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1017_SP_SET: BUILDING
 PH1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1017
 PH1017  HISTORY     - Date     Condition        Report By
 PH1017  HISTORY     - UNK      MONUMENTED       GSC
 PH1017  HISTORY     - 1969     MARK NOT FOUND   USPSQD
 PH1017  HISTORY     - 1969     GOOD             USLS
 PH1017
 PH1017                          STATION DESCRIPTION
 PH1017
 PH1017'DESCRIBED BY US POWER SQUADRON 1969 (JWW)
 PH1017'MARK NOT FOUND.
 PH1017
 PH1017                          STATION RECOVERY (1969)
 PH1017
 PH1017'RECOVERY NOTE BY US LAKE SURVEY 1969
 PH1017'IN OGDENSBURG.
 PH1017'A BENCHMARK ESTABLISHED BY THE GEODETIC SURVEY OF CANADA, IS IN
 PH1017'OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ABOUT 3.1 MILES NORTHEAST
 PH1017'OF INTERSECTION OF HIGHWAYS 37 AND 87, IN VICINITY OF ENTRANCE RAMP TO
 PH1017'OGDENSBURG-PRESCOTT INTERNATIONAL BRIDGE, IN AN ALCOVE ON NORTH SIDE
 PH1017'OF OGDENSBURG BRIDGE ADMINISTRATION BUILDING, 97 FEET FROM SOUTHEAST
 PH1017'CORNER OF GARAGE, 33 FEET FROM NORTH WALL, 21 FEET FROM EAST WALL,
 PH1017'13.3 FEET FROM WEST WALL OF BUILDING, 0.8 FEET FROM NORTHEAST EDGE OF
 PH1017'MANHOLE COVER, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 PH1017'SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1471 ***********************************************************************
 PH1471  DESIGNATION -  68U416
 PH1471  PID         -  PH1471
 PH1471  STATE/COUNTY-  NY/ST LAWRENCE
 PH1471  USGS QUAD   -  
 PH1471
 PH1471                         *CURRENT SURVEY CONTROL
 PH1471  ___________________________________________________________________
 PH1471* NAD 83(1986)-  45 00 21.     (N)    074 44 24.     (W)     SCALED    
 PH1471* NAVD 88     -        76.658  (meters)     251.50   (feet)  ADJUSTED  
 PH1471  ___________________________________________________________________
 PH1471  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 PH1471  DYNAMIC HT  -          76.657 (meters)     251.50  (feet)  COMP
 PH1471  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 PH1471
 PH1471  VERT ORDER  -  FIRST     CLASS I
 PH1471
 PH1471.The horizontal coordinates were scaled from a topographic map and have
 PH1471.an estimated accuracy of +/- 6 seconds.
 PH1471
 PH1471.The orthometric height was determined by differential leveling
 PH1471.and adjusted by the National Geodetic Survey in June 1991..
 PH1471
 PH1471.The geoid height was determined by GEOID03.
 PH1471
 PH1471.The dynamic height is computed by dividing the NAVD 88
 PH1471.geopotential number by the normal gravity value computed on the
 PH1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1471.degrees latitude (g = 980.6199 gals.).
 PH1471
 PH1471.The modeled gravity was interpolated from observed gravity values.
 PH1471
 PH1471;                    North         East    Units  Estimated Accuracy
 PH1471;SPC NY E     -   685,550.      131,080.      MT  (+/- 180 meters Scaled)
 PH1471
 PH1471                          SUPERSEDED SURVEY CONTROL
 PH1471
 PH1471  NGVD 29 (??/??/92)   76.771  (m)          251.87   (f) ADJ UNCH    1 1
 PH1471
 PH1471.Superseded values are not recommended for survey control.
 PH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1471.See file dsdata.txt to determine how the superseded data were derived.
 PH1471
 PH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ204836(NAD 83)
 PH1471_MARKER: DD = SURVEY DISK
 PH1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1471_SP_SET: WALL
 PH1471_STAMPING: 68 U 416
 PH1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1471
 PH1471  HISTORY     - Date     Condition        Report By
 PH1471  HISTORY     - UNK      MONUMENTED       GSC
 PH1471  HISTORY     - 1973     GOOD             NGS
 PH1471
 PH1471                          STATION DESCRIPTION
 PH1471
 PH1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH1471'IN CORNWALL ISLAND.
 PH1471'AT CORNWALL ISLAND, ONTARIO, CANADA, AT THE SOUTHWEST END OF THE
 PH1471'SEAWAY INTERNATIONAL BRIDGE OVER THE NORTH CHANNEL OF THE ST. LAWRENCE
 PH1471'RIVER, 15.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 PH1471'THE CONCRETE BASE FOR THE NORTHWEST CONCRETE WALL WHICH SERVES AS THE
 PH1471'GUARDWALL FOR PEDESTRIAN TRAFFIC ACROSS THE BRIDGE, 1.0 FOOT NORTHEAST
 PH1471'OF THE SOUTHWEST END OF THE WALL, 0.6 FOOT SOUTHEAST OF THE SOUTHEAST
 PH1471'FACE OF THE WALL AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1470 ***********************************************************************
 PH1470  DESIGNATION -  68U417
 PH1470  PID         -  PH1470
 PH1470  STATE/COUNTY-  NY/ST LAWRENCE
 PH1470  USGS QUAD   -  
 PH1470
 PH1470                         *CURRENT SURVEY CONTROL
 PH1470  ___________________________________________________________________
 PH1470* NAD 83(1986)-  45 00 13.     (N)    074 44 24.     (W)     SCALED    
 PH1470* NAVD 88     -        70.669  (meters)     231.85   (feet)  ADJUSTED  
 PH1470  ___________________________________________________________________
 PH1470  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 PH1470  DYNAMIC HT  -          70.668 (meters)     231.85  (feet)  COMP
 PH1470  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 PH1470
 PH1470  VERT ORDER  -  FIRST     CLASS I
 PH1470
 PH1470.The horizontal coordinates were scaled from a topographic map and have
 PH1470.an estimated accuracy of +/- 6 seconds.
 PH1470
 PH1470.The orthometric height was determined by differential leveling
 PH1470.and adjusted by the National Geodetic Survey in June 1991..
 PH1470
 PH1470.The geoid height was determined by GEOID03.
 PH1470
 PH1470.The dynamic height is computed by dividing the NAVD 88
 PH1470.geopotential number by the normal gravity value computed on the
 PH1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1470.degrees latitude (g = 980.6199 gals.).
 PH1470
 PH1470.The modeled gravity was interpolated from observed gravity values.
 PH1470
 PH1470;                    North         East    Units  Estimated Accuracy
 PH1470;SPC NY E     -   685,300.      131,080.      MT  (+/- 180 meters Scaled)
 PH1470
 PH1470                          SUPERSEDED SURVEY CONTROL
 PH1470
 PH1470  NGVD 29 (??/??/92)   70.782  (m)          232.22   (f) ADJ UNCH    1 1
 PH1470
 PH1470.Superseded values are not recommended for survey control.
 PH1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1470.See file dsdata.txt to determine how the superseded data were derived.
 PH1470
 PH1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ204833(NAD 83)
 PH1470_MARKER: DD = SURVEY DISK
 PH1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1470_SP_SET: BUILDING
 PH1470_STAMPING: 68 U 417
 PH1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1470
 PH1470  HISTORY     - Date     Condition        Report By
 PH1470  HISTORY     - UNK      MONUMENTED       GSC
 PH1470  HISTORY     - 1973     GOOD             NGS
 PH1470
 PH1470                          STATION DESCRIPTION
 PH1470
 PH1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH1470'IN CORNWALL ISLAND.
 PH1470'AT CORNWALL ISLAND, ONTARIO, CANADA, AT THE SEAWAY INTERNATIONAL
 PH1470'BRIDGE CORPORATION BUILDINGS, SET VERTICALLY IN THE CONCRETE
 PH1470'FOUNDATION FOR THE WEST BRICK WALL FOR GARAGE WHICH IS ADJACENT TO THE
 PH1470'ADMINISTRATION BUILDING, 5 1/2 FEET NORTH OF THE NORTH WALL OF
 PH1470'ADMINISTRATION BUILDING, 2.7 FEET NORTH OF THE CENTER OF A DOORWAY,
 PH1470'19.5 FEET SOUTH OF THE SOUTH CURB FOR THE GARAGE PARKING LOT, 58.5
 PH1470'FEET EAST OF THE EAST CURB FOR MAIN HIGHWAY, AND 0.7 FOOT ABOVE THE
 PH1470'LEVEL OF THE SIDEWALK.  ABOUT 0.1 MILE SOUTH OF THE SOUTHWEST END OF
 PH1470'THE NORTH INTERNATIONAL SEAWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0558 ***********************************************************************
 PH0558  DESIGNATION -  68U418
 PH0558  PID         -  PH0558
 PH0558  STATE/COUNTY-  NY/ST LAWRENCE
 PH0558  USGS QUAD   -  HOGANSBURG (1987)
 PH0558
 PH0558                         *CURRENT SURVEY CONTROL
 PH0558  ___________________________________________________________________
 PH0558* NAD 83(1986)-  44 59 55.     (N)    074 44 25.     (W)     SCALED    
 PH0558* NAVD 88     -        58.838  (meters)     193.04   (feet)  ADJUSTED  
 PH0558  ___________________________________________________________________
 PH0558  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 PH0558  DYNAMIC HT  -          58.837 (meters)     193.03  (feet)  COMP
 PH0558  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 PH0558
 PH0558  VERT ORDER  -  FIRST     CLASS 0
 PH0558
 PH0558.The horizontal coordinates were scaled from a topographic map and have
 PH0558.an estimated accuracy of +/- 6 seconds.
 PH0558
 PH0558.The orthometric height was determined by differential leveling
 PH0558.and adjusted by the National Geodetic Survey in June 1991..
 PH0558
 PH0558.The geoid height was determined by GEOID03.
 PH0558
 PH0558.The dynamic height is computed by dividing the NAVD 88
 PH0558.geopotential number by the normal gravity value computed on the
 PH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0558.degrees latitude (g = 980.6199 gals.).
 PH0558
 PH0558.The modeled gravity was interpolated from observed gravity values.
 PH0558
 PH0558;                    North         East    Units  Estimated Accuracy
 PH0558;SPC NY E     -   684,750.      131,060.      MT  (+/- 180 meters Scaled)
 PH0558
 PH0558                          SUPERSEDED SURVEY CONTROL
 PH0558
 PH0558  NGVD 29 (??/??/92)   58.952  (m)          193.41   (f) ADJ UNCH    1 0
 PH0558
 PH0558.Superseded values are not recommended for survey control.
 PH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0558.See file dsdata.txt to determine how the superseded data were derived.
 PH0558
 PH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ204828(NAD 83)
 PH0558_MARKER: DD = SURVEY DISK
 PH0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0558_SP_SET: WALL
 PH0558_STAMPING: 68 U 418
 PH0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0558
 PH0558  HISTORY     - Date     Condition        Report By
 PH0558  HISTORY     - UNK      MONUMENTED       GSC
 PH0558  HISTORY     - 1973     GOOD             NGS
 PH0558
 PH0558                          STATION DESCRIPTION
 PH0558
 PH0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0558'IN CORNWALL ISLAND.
 PH0558'AT CORNWALL ISLAND, ONTARIO, CANADA, AT THE CANADIAN CUSTOMS AND
 PH0558'IMMIGRATION BUILDING, SET VERTICALLY IN THE CONCRETE FOUNDATION FOR
 PH0558'THE NORTH BRICK WALL OF THE EXAMINATION AND INSPECTION BUILDING WHICH
 PH0558'IS JUST NORTH OF THE CUSTOMS OFFICE, 7.1 FEET EAST OF THE NORTHWEST
 PH0558'CORNER OF THE BUILDING, 6.9 FEET WEST OF THE NORTHEAST CORNER OF THE
 PH0558'BUILDING, 13 1/2 FEET SOUTH OF THE CENTER LINE OF THE CROSSOVER DRIVE
 PH0558'AT THE NORTH END OF THE BUILDING AND 1/2 FOOT ABOVE THE LEVEL OF THE
 PH0558'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0452 ***********************************************************************
 KV0452  DESIGNATION -  69 B USE
 KV0452  PID         -  KV0452
 KV0452  STATE/COUNTY-  NY/RICHMOND
 KV0452  USGS QUAD   -  ELIZABETH (1995)
 KV0452
 KV0452                         *CURRENT SURVEY CONTROL
 KV0452  ___________________________________________________________________
 KV0452* NAD 83(1986)-  40 38 26.     (N)    074 10 47.     (W)     SCALED    
 KV0452* NAVD 88     -         4.816  (meters)      15.80   (feet)  ADJUSTED  
 KV0452  ___________________________________________________________________
 KV0452  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KV0452  DYNAMIC HT  -           4.814 (meters)      15.79  (feet)  COMP
 KV0452  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 KV0452
 KV0452  VERT ORDER  -  FIRST     CLASS II
 KV0452
 KV0452.The horizontal coordinates were scaled from a topographic map and have
 KV0452.an estimated accuracy of +/- 6 seconds.
 KV0452
 KV0452.The orthometric height was determined by differential leveling
 KV0452.and adjusted by the National Geodetic Survey in June 1991..
 KV0452
 KV0452.The geoid height was determined by GEOID03.
 KV0452
 KV0452.The dynamic height is computed by dividing the NAVD 88
 KV0452.geopotential number by the normal gravity value computed on the
 KV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0452.degrees latitude (g = 980.6199 gals.).
 KV0452
 KV0452.The modeled gravity was interpolated from observed gravity values.
 KV0452
 KV0452;                    North         East    Units  Estimated Accuracy
 KV0452;SPC NY L     -    52,640.      284,800.      MT  (+/- 180 meters Scaled)
 KV0452
 KV0452                          SUPERSEDED SURVEY CONTROL
 KV0452
 KV0452  NGVD 29 (04/16/92)    5.148  (m)           16.89   (f) ADJUSTED    1 2
 KV0452
 KV0452.Superseded values are not recommended for survey control.
 KV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0452.See file dsdata.txt to determine how the superseded data were derived.
 KV0452
 KV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK693991(NAD 83)
 KV0452_MARKER: X = CHISELED CROSS
 KV0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0452_SP_SET: VALVE ENCLOSURE
 KV0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0452+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2001
 KV0452
 KV0452  HISTORY     - Date     Condition        Report By
 KV0452  HISTORY     - 1952     MONUMENTED       DOD
 KV0452  HISTORY     - 1952     GOOD             CGS
 KV0452  HISTORY     - 20010111 GOOD             PORANY
 KV0452
 KV0452                          STATION DESCRIPTION
 KV0452
 KV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0452'AT STATEN ISLAND.
 KV0452'ON STATEN ISLAND, AT ARLINGTON, AT THE JUNCTION OF WESTERN AVENUE
 KV0452'AND RICHMOND TERRACE, AN OUTLINE CROSS WITHIN AN OUTLINE SQUARE ON
 KV0452'TOP OF THE NORTHWEST CORNER OF METAL VALVE ENCLOSURE OF D.W.S.,
 KV0452'42 FEET EAST OF CENTER OF NORTH ENTRANCE TO PROCTOR AND GAMBLE SOAP
 KV0452'COMPANY PLANT, 111 FEET WEST OF CENTER LINE OF WESTERN AVENUE,
 KV0452'9 FEET WEST OF A FIRE HYDRANT, 1 FOOT SOUTH OF SOUTH CURB OF
 KV0452'RICHMOND TERRACE.
 KV0452
 KV0452                          STATION RECOVERY (2001)
 KV0452
 KV0452'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0452'CAUTION, THREE WIRE LEVELING INDICATED POSSIBILITY OF SETTLEMENT OF
 KV0452'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0448 ***********************************************************************
 KV0448  DESIGNATION -  69 NYBE+A
 KV0448  PID         -  KV0448
 KV0448  STATE/COUNTY-  NY/RICHMOND
 KV0448  USGS QUAD   -  ELIZABETH (1995)
 KV0448
 KV0448                         *CURRENT SURVEY CONTROL
 KV0448  ___________________________________________________________________
 KV0448* NAD 83(1986)-  40 38 08.     (N)    074 09 48.     (W)     SCALED    
 KV0448* NAVD 88     -        13.672  (meters)      44.86   (feet)  ADJUSTED  
 KV0448  ___________________________________________________________________
 KV0448  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0448  DYNAMIC HT  -          13.667 (meters)      44.84  (feet)  COMP
 KV0448  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 KV0448
 KV0448  VERT ORDER  -  FIRST     CLASS II
 KV0448
 KV0448.The horizontal coordinates were scaled from a topographic map and have
 KV0448.an estimated accuracy of +/- 6 seconds.
 KV0448
 KV0448.The orthometric height was determined by differential leveling
 KV0448.and adjusted by the National Geodetic Survey in June 1991..
 KV0448
 KV0448.The geoid height was determined by GEOID03.
 KV0448
 KV0448.The dynamic height is computed by dividing the NAVD 88
 KV0448.geopotential number by the normal gravity value computed on the
 KV0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0448.degrees latitude (g = 980.6199 gals.).
 KV0448
 KV0448.The modeled gravity was interpolated from observed gravity values.
 KV0448
 KV0448;                    North         East    Units  Estimated Accuracy
 KV0448;SPC NY L     -    52,080.      286,180.      MT  (+/- 180 meters Scaled)
 KV0448
 KV0448                          SUPERSEDED SURVEY CONTROL
 KV0448
 KV0448  NGVD 29 (04/16/92)   14.005  (m)           45.95   (f) ADJUSTED    1 2
 KV0448
 KV0448.Superseded values are not recommended for survey control.
 KV0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0448.See file dsdata.txt to determine how the superseded data were derived.
 KV0448
 KV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707986(NAD 83)
 KV0448_MARKER: Q = CHISELED SQUARE
 KV0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0448_SP_SET: STEP
 KV0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0448
 KV0448  HISTORY     - Date     Condition        Report By
 KV0448  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0448  HISTORY     - 1952     GOOD             CGS
 KV0448  HISTORY     - 1985     POOR             USPSQD
 KV0448
 KV0448                          STATION DESCRIPTION
 KV0448
 KV0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0448'AT STATEN ISLAND.
 KV0448'ON STATEN ISLAND, AT MARINERS HARBOR, AT THE JUNCTION OF DAVIDSON
 KV0448'STREET AND MERSEREAU AVENUE, AN OUTLINE SQUARE ON THE TOP OF THE
 KV0448'SOUTH END OF THE BOTTOM STONE STEP OF WEST ENTRANCE TO STECK
 KV0448'SHEET METAL WORKS BUILDING (FORMERLY PUBLIC SCHOOL NO. 23), AND
 KV0448'ABOUT 1/2 FOOT ABOVE WALK AROUND BUILDING.
 KV0448
 KV0448                          STATION RECOVERY (1985)
 KV0448
 KV0448'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0448'BUILDING HAS BEEN TORN DOWN AND STEPS ARE IN POOR SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0359 ***********************************************************************
 NB0359  DESIGNATION -  69 PRR
 NB0359  PID         -  NB0359
 NB0359  STATE/COUNTY-  NY/CHEMUNG
 NB0359  USGS QUAD   -  ELMIRA (1969)
 NB0359
 NB0359                         *CURRENT SURVEY CONTROL
 NB0359  ___________________________________________________________________
 NB0359* NAD 83(1986)-  42 01 32.     (N)    076 48 05.     (W)     SCALED    
 NB0359* NAVD 88     -       307.936  (meters)    1010.29   (feet)  ADJUSTED  
 NB0359  ___________________________________________________________________
 NB0359  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NB0359  DYNAMIC HT  -         307.816 (meters)    1009.89  (feet)  COMP
 NB0359  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 NB0359
 NB0359  VERT ORDER  -  FIRST     CLASS II
 NB0359
 NB0359.The horizontal coordinates were scaled from a topographic map and have
 NB0359.an estimated accuracy of +/- 6 seconds.
 NB0359
 NB0359.The orthometric height was determined by differential leveling
 NB0359.and adjusted by the National Geodetic Survey in June 1991..
 NB0359
 NB0359.The geoid height was determined by GEOID03.
 NB0359
 NB0359.The dynamic height is computed by dividing the NAVD 88
 NB0359.geopotential number by the normal gravity value computed on the
 NB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0359.degrees latitude (g = 980.6199 gals.).
 NB0359
 NB0359.The modeled gravity was interpolated from observed gravity values.
 NB0359
 NB0359;                    North         East    Units  Estimated Accuracy
 NB0359;SPC NY C     -   224,960.      231,940.      MT  (+/- 180 meters Scaled)
 NB0359
 NB0359                          SUPERSEDED SURVEY CONTROL
 NB0359
 NB0359  NGVD 29 (??/??/92)  308.090  (m)         1010.79   (f) ADJ UNCH    1 2
 NB0359
 NB0359.Superseded values are not recommended for survey control.
 NB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0359.See file dsdata.txt to determine how the superseded data were derived.
 NB0359
 NB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM508541(NAD 83)
 NB0359_MARKER: B = BOLT
 NB0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0359_SP_SET: BRIDGE
 NB0359_MARK LOGO: PRR   
 NB0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0359
 NB0359  HISTORY     - Date     Condition        Report By
 NB0359  HISTORY     - UNK      MONUMENTED       PRR
 NB0359  HISTORY     - 1934     GOOD             NGS
 NB0359  HISTORY     - 1982     GOOD             NGS
 NB0359
 NB0359                          STATION DESCRIPTION
 NB0359
 NB0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0359'5.9 MI S FROM ELMIRA.
 NB0359'5.9 MILES SOUTH OF ELMIRA ON P.R.R. 210 FT. SOUTH OF MILEPOST NO. 71.
 NB0359'IN BRIDGE NO. 70.96. SOUTH ABUTMENT EAST SIDE. 10 FT. EAST OF
 NB0359'EAST RAIL. 3 FT. BELOW TOP OF RAIL. COPPER BOLT.
 NB0359
 NB0359                          STATION RECOVERY (1982)
 NB0359
 NB0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0359'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3 MI)
 NB0359'SOUTHEAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF STATE HIGHWAYS
 NB0359'14 AND 328 IN SOUTHPORT, THENCE 4.8 KM (3.0 MI) SOUTHEAST ALONG THE
 NB0359'RAZED PENN CENTRAL RAILROAD AND ACROSS SEELEY CREEK TO THE MARK ON THE
 NB0359'LEFT IN TOP OF THE EAST END OF THE SOUTH BRIDGE SEAT.
 NB0359'THE MARK IS 4.57 M ABOVE SOUTH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2646 ***********************************************************************
 OF2646  DESIGNATION -  693 NYGS 1969
 OF2646  PID         -  OF2646
 OF2646  STATE/COUNTY-  NY/MONROE
 OF2646  USGS QUAD   -  HAMLIN (1978)
 OF2646
 OF2646                         *CURRENT SURVEY CONTROL
 OF2646  ___________________________________________________________________
 OF2646* NAD 83(1996)-  43 19 37.02093(N)    077 59 42.46245(W)     ADJUSTED  
 OF2646* NAVD 88     -        97.41   (+/-2cm)     319.6    (feet)  VERTCON   
 OF2646  ___________________________________________________________________
 OF2646  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 OF2646  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF2646
 OF2646  HORZ ORDER  -  SECOND
 OF2646  VERT ORDER  -  THIRD ? (See Below)
 OF2646
 OF2646.The horizontal coordinates were established by classical geodetic methods
 OF2646.and adjusted by the National Geodetic Survey in January 1999..
 OF2646
 OF2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2646.The vertical order pertains to the NGVD 29 superseded value.
 OF2646
 OF2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2646
 OF2646.The geoid height was determined by GEOID03.
 OF2646
 OF2646;                    North         East     Units Scale Factor Converg.
 OF2646;SPC NY W     -   369,658.624   397,704.773   MT  0.99996548   +0 24 13.0
 OF2646;SPC NY W     - 1,212,788.34  1,304,803.08   sFT  0.99996548   +0 24 13.0
 OF2646;UTM  18      - 4,801,480.302   257,163.792   MT  1.00032545   -2 03 22.1
 OF2646;UTM  17      - 4,801,508.710   743,626.192   MT  1.00033018   +2 03 46.2
 OF2646
 OF2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2646!SPC NY W     -   0.99999033  x   0.99996548  =   0.99995581
 OF2646!UTM  18      -   0.99999033  x   1.00032545  =   1.00031578
 OF2646!UTM  17      -   0.99999033  x   1.00033018  =   1.00032051
 OF2646
 OF2646:                Primary Azimuth Mark                     Grid Az
 OF2646:SPC NY W     -  694 NYGS 1969                            358 42 02.7
 OF2646:UTM  18      -  694 NYGS 1969                            001 09 37.8
 OF2646:UTM  17      -  694 NYGS 1969                            357 02 29.5
 OF2646
 OF2646|---------------------------------------------------------------------|
 OF2646| PID    Reference Object                     Distance      Geod. Az  |
 OF2646|                                                           dddmmss.s |
 OF2646| OF2645 694 NYGS 1969                       APPROX. 0.7 KM 3590615.7 |
 OF2646|---------------------------------------------------------------------|
 OF2646
 OF2646                          SUPERSEDED SURVEY CONTROL
 OF2646
 OF2646  NAD 83(1986)-  43 19 37.02843(N)    077 59 42.46195(W) AD(       ) 2
 OF2646  NAD 27      -  43 19 36.81530(N)    077 59 43.40359(W) AD(       ) 2
 OF2646  NGVD 29 (07/19/86)   97.59   (m)          320.2    (f) LEVELING    3  
 OF2646
 OF2646.Superseded values are not recommended for survey control.
 OF2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2646.See file dsdata.txt to determine how the superseded data were derived.
 OF2646
 OF2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5716401480(NAD 83)
 OF2646_MARKER: DD = SURVEY DISK
 OF2646_SETTING: 0 = UNSPECIFIED SETTING
 OF2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2646
 OF2646  HISTORY     - Date     Condition        Report By
 OF2646  HISTORY     - 1936     MONUMENTED       NYGS
 OF2646  HISTORY     - 1969     GOOD             CGS
 OF2646
 OF2646                          STATION DESCRIPTION
 OF2646
 OF2646'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2646'IN HAMLIN, 0.1 MILE SOUTH OF MORTON ROAD, 21.8 FEET EAST OF
 OF2646'CENTER LINE OF MONROE-ORLEANS ROAD, 77.3 FEET SOUTHWEST OF
 OF2646'SOUTHWEST CORNER OF PORCH OF THE BAPTIST CHURCH PARSONAGE, 57.1
 OF2646'FEET NORTHWEST OF NORTHWEST CORNER OF THE E.N. DUCOLON HOUSE,
 OF2646'34.9 FEET SOUTHWEST OF 20-INCH MAPLE, 30.4 FEET NORTHWEST OF
 OF2646'18-INCH MAPLE, 14.9 FEET WEST OF 20-INCH MAPLE, AND 5.1 FEET
 OF2646'WEST OF WEST EDGE OF SIDEWALK.  STATION IS A U.S.C. AND G.S. AND
 OF2646'STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2646
 OF2646                          STATION RECOVERY (1969)
 OF2646
 OF2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2646'IN HAMLIN, ALONG MONROE-ORLEANS COUNTYLINE ROAD
 OF2646'
 OF2646'0.1 MILE SOUTH OF MORTON ROAD, ABOUT 0.47 MILE SOUTH OF
 OF2646'TRIANGULATION STATION HAZEN., 1969
 OF2646'
 OF2646'21.8 FEET EAST OF CENTER LINE OF MONROE-ORLEANS COUNTYLINE ROAD
 OF2646'
 OF2646'77.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE BAPTIST CHURCH
 OF2646'PARSONAGE, HOUSE 1114, 57.1 FT. NORTHWEST OF NORTHWEST CORNER OF
 OF2646'HOUSE 1124.
 OF2646'
 OF2646'16.5 FEET NORTH OF NORTH RANGELINE OF HOUSE 1124
 OF2646'
 OF2646'105.5 FEET SOUTHWEST OF NORTHWEST CORNER OF HOUSE 1114.
 OF2646'
 OF2646'47.2 FEET SOUTH OF POLE NYT 204
 OF2646'
 OF2646'5.1 FEET WEST OF WEST EDGE OF SIDEWALK
 OF2646'
 OF2646'NORTHEAST AND ACROSS THE ROAD FROM LARGE CUPOLA ON HOUSE
 OF2646'
 OF2646'A STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2646'STANDARD DISK IN CONCRETE 0.4 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2645 ***********************************************************************
 OF2645  DESIGNATION -  694 NYGS 1969
 OF2645  PID         -  OF2645
 OF2645  STATE/COUNTY-  NY/MONROE
 OF2645  USGS QUAD   -  HAMLIN (1978)
 OF2645
 OF2645                         *CURRENT SURVEY CONTROL
 OF2645  ___________________________________________________________________
 OF2645* NAD 83(1996)-  43 20 00.77996(N)    077 59 42.97128(W)     ADJUSTED  
 OF2645* NAVD 88     -       103.94   (+/-2cm)     341.0    (feet)  VERTCON   
 OF2645  ___________________________________________________________________
 OF2645  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 OF2645  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2645
 OF2645  HORZ ORDER  -  SECOND
 OF2645  VERT ORDER  -  THIRD ? (See Below)
 OF2645
 OF2645.The horizontal coordinates were established by classical geodetic methods
 OF2645.and adjusted by the National Geodetic Survey in January 1999..
 OF2645
 OF2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2645.The vertical order pertains to the NGVD 29 superseded value.
 OF2645
 OF2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2645
 OF2645.The geoid height was determined by GEOID03.
 OF2645
 OF2645;                    North         East     Units Scale Factor Converg.
 OF2645;SPC NY W     -   370,391.724   397,688.146   MT  0.99996546   +0 24 12.8
 OF2645;SPC NY W     - 1,215,193.51  1,304,748.53   sFT  0.99996546   +0 24 12.8
 OF2645;UTM  18      - 4,802,213.704   257,178.650   MT  1.00032536   -2 03 23.4
 OF2645;UTM  17      - 4,802,241.289   743,588.330   MT  1.00032995   +2 03 46.8
 OF2645
 OF2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2645!SPC NY W     -   0.99998931  x   0.99996546  =   0.99995477
 OF2645!UTM  18      -   0.99998931  x   1.00032536  =   1.00031467
 OF2645!UTM  17      -   0.99998931  x   1.00032995  =   1.00031926
 OF2645
 OF2645:                Primary Azimuth Mark                     Grid Az
 OF2645:SPC NY W     -  693 NYGS 1969                            178 42 02.6
 OF2645:UTM  18      -  693 NYGS 1969                            181 09 38.8
 OF2645:UTM  17      -  693 NYGS 1969                            177 02 28.6
 OF2645
 OF2645|---------------------------------------------------------------------|
 OF2645| PID    Reference Object                     Distance      Geod. Az  |
 OF2645|                                                           dddmmss.s |
 OF2645| OF2646 693 NYGS 1969                       APPROX. 0.7 KM 1790615.4 |
 OF2645| OF2663 HAZEN                                35.075 METERS 35230     |
 OF2645|---------------------------------------------------------------------|
 OF2645
 OF2645                          SUPERSEDED SURVEY CONTROL
 OF2645
 OF2645  NAD 83(1986)-  43 20 00.78745(N)    077 59 42.97082(W) AD(       ) 2
 OF2645  NAD 27      -  43 20 00.57445(N)    077 59 43.91210(W) AD(       ) 2
 OF2645  NGVD 29 (07/19/86)  104.12   (m)          341.6    (f) LEVELING    3  
 OF2645
 OF2645.Superseded values are not recommended for survey control.
 OF2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2645.See file dsdata.txt to determine how the superseded data were derived.
 OF2645
 OF2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5717902214(NAD 83)
 OF2645_MARKER: DD = SURVEY DISK
 OF2645_SETTING: 0 = UNSPECIFIED SETTING
 OF2645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2645
 OF2645  HISTORY     - Date     Condition        Report By
 OF2645  HISTORY     - 1936     MONUMENTED       NYGS
 OF2645  HISTORY     - 1969     GOOD             CGS
 OF2645
 OF2645                          STATION DESCRIPTION
 OF2645
 OF2645'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2645'IN KENDALL, 0.4 MILE NORTH OF MORTON ROAD, 20.3 FEET WEST OF
 OF2645'CENTER LINE OF MONROE-ORLEANS ROAD, 308.5 FEET NORTH OF SOUTH
 OF2645'RANGE LINE OF THE LEWIS RONDOLF HOUSE, 63.9 FEET NORTHEAST OF
 OF2645'SOUTHEAST CORNER OF ABANDONED HOUSE, 62 FEET SOUTHEAST OF
 OF2645'NORTHEAST CORNER OF ABANDONED HOUSE, ON WEST SIDE OF ROAD, AND
 OF2645'42.1 FEET WEST OF CENTER LINE OF SOUTH END OF 12- BY 12-INCH
 OF2645'DITCH CULVERT.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY
 OF2645'STANDARD DISK IN CONCRETE AND 0.2 FOOT ABOVE GROUND.
 OF2645
 OF2645                          STATION RECOVERY (1969)
 OF2645
 OF2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2645'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2645'
 OF2645'IN KENDALL, ALONG MONROE-ORLEANS COUNTY LINE ROAD
 OF2645'
 OF2645'0.4 MILE NORTH OF MORTON ROAD, ABOUT 115 FEET SOUTH OF
 OF2645'TRIANGULATION STATION HAZEN 1969,
 OF2645'
 OF2645'20.7 FEET WEST OF CENTER LINE OF MONROE-COUNTYLINE ROAD
 OF2645'
 OF2645'61.8 FEET SOUTHEAST OF THE NORTHEAST CORNER AND 63.0 FEET
 OF2645'NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE 927.  98.5 FEET SOUTH
 OF2645'OF HYDRANT, 12 FEET WEST OF PAVEMENT,
 OF2645'
 OF2645'STATION IS A U.S.C AND G.S. AND STATE SURVEY STANDARD DISK IN
 OF2645'CONCRETE AND 0.3 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2648 ***********************************************************************
 OF2648  DESIGNATION -  695 NYGS 1969
 OF2648  PID         -  OF2648
 OF2648  STATE/COUNTY-  NY/MONROE
 OF2648  USGS QUAD   -  HAMLIN (1978)
 OF2648
 OF2648                         *CURRENT SURVEY CONTROL
 OF2648  ___________________________________________________________________
 OF2648* NAD 83(1996)-  43 20 24.26744(N)    077 59 42.37504(W)     ADJUSTED  
 OF2648* NAVD 88     -       100.28   (+/-2cm)     329.0    (feet)  VERTCON   
 OF2648  ___________________________________________________________________
 OF2648  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OF2648  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF2648
 OF2648  HORZ ORDER  -  SECOND
 OF2648  VERT ORDER  -  THIRD ? (See Below)
 OF2648
 OF2648.The horizontal coordinates were established by classical geodetic methods
 OF2648.and adjusted by the National Geodetic Survey in January 1999..
 OF2648
 OF2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2648.The vertical order pertains to the NGVD 29 superseded value.
 OF2648
 OF2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2648
 OF2648.The geoid height was determined by GEOID03.
 OF2648
 OF2648;                    North         East     Units Scale Factor Converg.
 OF2648;SPC NY W     -   371,116.621   397,696.470   MT  0.99996547   +0 24 13.4
 OF2648;SPC NY W     - 1,217,571.78  1,304,775.84   sFT  0.99996547   +0 24 13.4
 OF2648;UTM  18      - 4,802,937.836   257,218.097   MT  1.00032512   -2 03 23.8
 OF2648;UTM  17      - 4,802,966.387   743,575.653   MT  1.00032987   +2 03 48.1
 OF2648
 OF2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2648!SPC NY W     -   0.99998989  x   0.99996547  =   0.99995536
 OF2648!UTM  18      -   0.99998989  x   1.00032512  =   1.00031500
 OF2648!UTM  17      -   0.99998989  x   1.00032987  =   1.00031975
 OF2648
 OF2648:                Primary Azimuth Mark                     Grid Az
 OF2648:SPC NY W     -  HAZEN                                    181 05 29.8
 OF2648:UTM  18      -  HAZEN                                    183 33 07.0
 OF2648:UTM  17      -  HAZEN                                    179 25 55.1
 OF2648
 OF2648|---------------------------------------------------------------------|
 OF2648| PID    Reference Object                     Distance      Geod. Az  |
 OF2648|                                                           dddmmss.s |
 OF2648| OF2663 HAZEN                               APPROX. 0.7 KM 1812943.2 |
 OF2648|---------------------------------------------------------------------|
 OF2648
 OF2648                          SUPERSEDED SURVEY CONTROL
 OF2648
 OF2648  NAD 83(1986)-  43 20 24.27493(N)    077 59 42.37456(W) AD(       ) 2
 OF2648  NAD 27      -  43 20 24.06206(N)    077 59 43.31561(W) AD(       ) 2
 OF2648  NGVD 29 (07/19/86)  100.46   (m)          329.6    (f) LEVELING    3  
 OF2648
 OF2648.Superseded values are not recommended for survey control.
 OF2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2648.See file dsdata.txt to determine how the superseded data were derived.
 OF2648
 OF2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5721802938(NAD 83)
 OF2648_MARKER: DD = SURVEY DISK
 OF2648_SETTING: 0 = UNSPECIFIED SETTING
 OF2648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2648
 OF2648  HISTORY     - Date     Condition        Report By
 OF2648  HISTORY     - 1936     MONUMENTED       NYGS
 OF2648  HISTORY     - 1969     GOOD             CGS
 OF2648
 OF2648                          STATION DESCRIPTION
 OF2648
 OF2648'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2648'IN HAMLIN, 0.75 MILE SOUTH OF MOSCOW ROAD, 19.9 FEET EAST OF
 OF2648'CENTER LINE OF MONROE-ORLEANS ROAD, 60 FEET SOUTHWEST OF
 OF2648'NORTHWEST CORNER OF THE FRED HARRIS HOUSE, 19 FEET SOUTH OF
 OF2648'12-INCH MAPLE, 14.9 FEET SOUTH OF NORTH RANGE LINE OF HOUSE, AND
 OF2648'13.1 FEET NORTH OF 12-INCH MAPLE.  STATION IS A U.S.C. AND
 OF2648'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND 0.2 FOOT
 OF2648'BELOW GROUND.
 OF2648
 OF2648                          STATION RECOVERY (1969)
 OF2648
 OF2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2648'OLD DESCRIPTION ADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2648'
 OF2648'IN HAMLIN, ALONG MONROE-ORLEANS COUNTYLINE ROAD
 OF2648'
 OF2648'0.75 MILE SOUTH OF MOSCOW ROAD
 OF2648'
 OF2648'0.85 MILE NORTH OF MORTON ROAD
 OF2648'
 OF2648'0.43 MILE NORTH OF TRIANGULATION STATION HAZEN 1969
 OF2648'
 OF2648'20 FEET EAST OF CENTER LINE OF MONROE ORLEANS COUNTYLINE ROAD
 OF2648'
 OF2648'59.8 FEET SOUTHWEST OF NORTHWEST CORNER AND
 OF2648'
 OF2648'21 FEET NORTH OF SOUTH RANGELINE OF HOUSE 740
 OF2648'
 OF2648'12.9 FEET NORTHWEST OF 20 INCH MAPLE ON EAST SIDE OF ROAD
 OF2648'JUST NORTH OF SOUTH RANGELINE OF HOUSE 740
 OF2648'
 OF2648'84.0 FEET NORTH OF POLE NM 1615
 OF2648'
 OF2648'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 OF2648'CONCRETE AND 0.4 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2411 ***********************************************************************
 MZ2411  DESIGNATION -  698=OLCOTT
 MZ2411  PID         -  MZ2411
 MZ2411  STATE/COUNTY-  NY/RENSSELAER
 MZ2411  USGS QUAD   -  TROY SOUTH (1980)
 MZ2411
 MZ2411                         *CURRENT SURVEY CONTROL
 MZ2411  ___________________________________________________________________
 MZ2411* NAD 83(1996)-  42 37 53.81562(N)    073 43 13.96042(W)     ADJUSTED  
 MZ2411* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 MZ2411  ___________________________________________________________________
 MZ2411  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 MZ2411  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ2411
 MZ2411  HORZ ORDER  -  THIRD
 MZ2411
 MZ2411.The horizontal coordinates were established by classical geodetic methods
 MZ2411.and adjusted by the National Geodetic Survey in January 1999..
 MZ2411
 MZ2411.The orthometric height was scaled from a topographic map.
 MZ2411
 MZ2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2411
 MZ2411.The geoid height was determined by GEOID03.
 MZ2411
 MZ2411;                    North         East     Units Scale Factor Converg.
 MZ2411;SPC NY E     -   422,047.036   213,929.699   MT  0.99995027   +0 31 40.5
 MZ2411;SPC NY E     - 1,384,665.98    701,867.69   sFT  0.99995027   +0 31 40.5
 MZ2411;UTM  18      - 4,720,701.032   604,907.884   MT  0.99973540   +0 51 59.9
 MZ2411
 MZ2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2411!SPC NY E     -   0.99998566  x   0.99995027  =   0.99993593
 MZ2411!UTM  18      -   0.99998566  x   0.99973540  =   0.99972107
 MZ2411
 MZ2411|---------------------------------------------------------------------|
 MZ2411| PID    Reference Object                     Distance      Geod. Az  |
 MZ2411|                                                           dddmmss.s |
 MZ2411| DA3812 OLCOTT RM 1                          28.363 METERS 02038     |
 MZ2411| DA3813 OLCOTT RM 2                          32.675 METERS 17033     |
 MZ2411| MZ2394 TELLER HILL STANDPIPE               APPROX. 2.1 KM 2075126.6 |
 MZ2411| DA3811 OLCOTT AZ MK                                       2352900.1 |
 MZ2411| MZ2442 ALBANY NYS DEPT OF HEALTH STK       APPROX. 5.3 KM 2934154.0 |
 MZ2411|---------------------------------------------------------------------|
 MZ2411
 MZ2411                          SUPERSEDED SURVEY CONTROL
 MZ2411
 MZ2411  NAD 83(1996)-  42 37 53.81794(N)    073 43 13.96149(W) AD(       ) 3
 MZ2411  NAD 83(1996)-  42 37 53.81818(N)    073 43 13.96149(W) AD(       ) 3
 MZ2411  NAD 83(1992)-  42 37 53.81842(N)    073 43 13.96119(W) AD(       ) 3
 MZ2411  NAD 83(1992)-  42 37 53.81868(N)    073 43 13.96123(W) AD(       ) 3
 MZ2411  NAD 83(1986)-  42 37 53.81893(N)    073 43 13.96055(W) AD(       ) 3
 MZ2411  NAD 27      -  42 37 53.53692(N)    073 43 15.52758(W) AD(       ) 3
 MZ2411
 MZ2411.Superseded values are not recommended for survey control.
 MZ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2411.See file dsdata.txt to determine how the superseded data were derived.
 MZ2411
 MZ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0490820701(NAD 83)
 MZ2411_MARKER: DD = SURVEY DISK
 MZ2411_SETTING: 0 = UNSPECIFIED SETTING
 MZ2411
 MZ2411  HISTORY     - Date     Condition        Report By
 MZ2411  HISTORY     - 1942     MONUMENTED       LOCSUR
 MZ2411
 MZ2411                          STATION DESCRIPTION
 MZ2411
 MZ2411'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (KBJ)
 MZ2411'STATION IS LOCATED ON THE ROBERT OLCOTT ESTATE, GREENBUSH
 MZ2411'HEIGHTS, RENSSELAER, N.Y.  THE MARK IS A CITY PLANNING COMMISSION
 MZ2411'PRECISE MONUMENT OF ALBANY, N.Y.  IT IS SET IN THE NE CORNER OF THE
 MZ2411'LAWN ABOUT 50 YARDS W OF THE GARAGE AND CARETAKERS HOUSE.  THE
 MZ2411'MARK IS A CITY OF ALBANY BRONZE DISK SET IN A 4-INCH PIPE WHICH
 MZ2411'IS SURROUNDED BY AN 8-INCH CAST IRON PIPE WITH COVER AT THE
 MZ2411'TOP.  THE DISK IS STAMPED 698.
 MZ2411'
 MZ2411'REFERENCE MARK NO. 1 IS NNE OF THE STATION AT THE W EDGE OF THE
 MZ2411'LAWN.  DISTANCE 93.06 FEET.  THE DISK IS STAMPED OLCOTT NO. 1 1942.
 MZ2411'
 MZ2411'REFERENCE MARK NO. 2 IS S OF THE STATION AT THE W RIM OF THE
 MZ2411'HILL.  DISTANCE 107.20 FEET.  THE DISK IS STAMPED OLCOTT NO. 2 1942.
 MZ2411'
 MZ2411'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE W OF THE STATION.  THE
 MZ2411'MARK IS SET 20 FEET E OF THE CENTERLINE OF STATE HIGHWAY
 MZ2411'151, 11.0 FEET SE OF A GUARD RAIL POST AT A SMALL CULVERT, 78 FEET
 MZ2411'N OF N.Y.P. LINE POLE NO. 61 AND 1.5 FEET N OF A REFERENCE
 MZ2411'POST.  THE DISK IS STAMPED OLCOTT 1942.
 MZ2411'
 MZ2411'TO REACH THE STATION FROM THE JUNCTION OF N.Y. STATE HIGHWAYS
 MZ2411'381 AND 151 IN RENSSELAER, GO W AND N ON HIGHWAY 151 FOR 0.8
 MZ2411'MILE TO THE AZIMUTH ON THE LEFT.  THEN CONTINUE AHEAD FOR 0.4
 MZ2411'MILE TO A DIRT T ROAD LEFT.  (AN UNPAINTED HOUSE AND BARN IN
 MZ2411'THE SE ANGLE OF INTERSECTION).  TURN LEFT AND FOLLOW THE DIRT
 MZ2411'ROAD UP GRADE FOR 0.55 MILE TO MR. OLCOTTS HOME.  PASS AROUND
 MZ2411'THE HOUSE ON THE E SIDE AND CONTINUE ABOUT 75 YARDS TO THE
 MZ2411'STATION AS DESCRIBED.
 MZ2411'
 MZ2411'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2452 ***********************************************************************
 MZ2452  DESIGNATION -  699=RESERVOIR
 MZ2452  PID         -  MZ2452
 MZ2452  STATE/COUNTY-  NY/ALBANY
 MZ2452  USGS QUAD   -  ALBANY (1980)
 MZ2452
 MZ2452                         *CURRENT SURVEY CONTROL
 MZ2452  ___________________________________________________________________
 MZ2452* NAD 83(1996)-  42 40 51.58420(N)    073 45 18.01621(W)     ADJUSTED  
 MZ2452* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 MZ2452  ___________________________________________________________________
 MZ2452  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MZ2452  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ2452
 MZ2452  HORZ ORDER  -  THIRD
 MZ2452
 MZ2452.The horizontal coordinates were established by classical geodetic methods
 MZ2452.and adjusted by the National Geodetic Survey in January 1999..
 MZ2452
 MZ2452.The orthometric height was scaled from a topographic map.
 MZ2452
 MZ2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2452
 MZ2452.The geoid height was determined by GEOID03.
 MZ2452
 MZ2452;                    North         East     Units Scale Factor Converg.
 MZ2452;SPC NY E     -   427,506.505   211,055.007   MT  0.99994585   +0 30 18.2
 MZ2452;SPC NY E     - 1,402,577.59    692,436.30   sFT  0.99994585   +0 30 18.2
 MZ2452;UTM  18      - 4,726,142.227   602,001.583   MT  0.99972800   +0 50 38.7
 MZ2452
 MZ2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2452!SPC NY E     -   0.99998691  x   0.99994585  =   0.99993276
 MZ2452!UTM  18      -   0.99998691  x   0.99972800  =   0.99971492
 MZ2452
 MZ2452|---------------------------------------------------------------------|
 MZ2452| PID    Reference Object                     Distance      Geod. Az  |
 MZ2452|                                                           dddmmss.s |
 MZ2452| DA3942 RESERVOIR RM 1                       22.845 METERS 02212     |
 MZ2452| MZ2458 ALBANY MAG STATION                  APPROX. 0.5 KM 1382929.6 |
 MZ2452| DA3943 RESERVOIR RM 2                       27.153 METERS 17059     |
 MZ2452| MZ2442 ALBANY NYS DEPT OF HEALTH STK       APPROX. 3.9 KM 2114147.5 |
 MZ2452| DA3941 RESERVOIR AZ MK                                    3254504.2 |
 MZ2452| MZ2451 LOUDENVILLE MUNICIPAL TANK          APPROX. 1.2 KM 3441938.7 |
 MZ2452|---------------------------------------------------------------------|
 MZ2452
 MZ2452                          SUPERSEDED SURVEY CONTROL
 MZ2452
 MZ2452  NAD 83(1996)-  42 40 51.58667(N)    073 45 18.01721(W) AD(       ) 3
 MZ2452  NAD 83(1996)-  42 40 51.58692(N)    073 45 18.01726(W) AD(       ) 3
 MZ2452  NAD 83(1992)-  42 40 51.58716(N)    073 45 18.01699(W) AD(       ) 3
 MZ2452  NAD 83(1992)-  42 40 51.58739(N)    073 45 18.01706(W) AD(       ) 3
 MZ2452  NAD 83(1986)-  42 40 51.58769(N)    073 45 18.01642(W) AD(       ) 3
 MZ2452  NAD 27      -  42 40 51.30474(N)    073 45 19.57958(W) AD(       ) 3
 MZ2452
 MZ2452.Superseded values are not recommended for survey control.
 MZ2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2452.See file dsdata.txt to determine how the superseded data were derived.
 MZ2452
 MZ2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0200226142(NAD 83)
 MZ2452
 MZ2452  HISTORY     - Date     Condition        Report By
 MZ2452  HISTORY     - 1942     MONUMENTED       CGS
 MZ2452  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2452
 MZ2452                          STATION DESCRIPTION
 MZ2452
 MZ2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2452'STATION IS LOCATED ABOUT 2.0 MILES N OF THE CITY OF ALBANY ON THE
 MZ2452'GROUNDS OF THE CITY RESERVOIR.  THE MARK IS A CITY PLANNING
 MZ2452'COMMISSION PRECISE MONUMENT OF ALBANY, N.Y.  IT IS A BRONZE
 MZ2452'DISK SET AT THE TOP OF A 4-INCH PIPE WHICH IS SURROUNDED BY AN
 MZ2452'8-INCH CAST IRON PIPE WITH A COVER AT THE TOP.  THIS DISK IS IN
 MZ2452'THE SE CORNER OF THE RESERVOIR GROUNDS INSIDE THE INCLOSURE,
 MZ2452'177 FEET N OF THE S FENCE AND 28 FEET W OF THE E FENCE.  THE
 MZ2452'DISK IS STAMPED 699.
 MZ2452'
 MZ2452'REFERENCE MARK NO. 1 IS 74.96 FEET NE OF THE STATION AND 1.0
 MZ2452'FOOT W OF THE MESH WIRE INCLOSURE FENCE.  THE DISK IS STAMPED
 MZ2452'RESERVOIR NO 1 1942.
 MZ2452'
 MZ2452'REFERENCE MARK NO. 2 IS 89.10 FEET SSE OF THE STATION, 88
 MZ2452'FT. N OF THE S INCLOSURE FENCE AND 1.0 FOOT W OF THE E
 MZ2452'FENCE.  THE DISK IS STAMPED RESERVOIR NO 2 1942.
 MZ2452'
 MZ2452'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N OF THE STATION
 MZ2452'ON THE CITY OF ALBANY RESERVOIR GROUNDS.  THE MARK IS SET 50
 MZ2452'FEET E OF THE W FENCE LINE, 21 FEET W OF THE CENTERLINE OF A
 MZ2452'TARVIA ROAD LEADING TO THE N BASIN AND 6.5 FEET S OF A
 MZ2452'REFERENCE POST.  THE DISK IS STAMPED RESERVOIR 1942.  TO REACH
 MZ2452'THE AZIMUTH FROM THE MAIN ENTRANCE GATE GO E TO THE TOP OF THE
 MZ2452'GRADE AND A FORK, BEAR LEFT AND FOLLOW THE TARVIA ROAD N FOR
 MZ2452'ABOUT 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MZ2452'
 MZ2452'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 9 AND
 MZ2452'STATE HIGHWAY 5 IN ALBANY, GO N ON U.S. ROUTE 9 TO THE
 MZ2452'PHILIP LIVINGSTON JUNIOR HIGH SCHOOL ON THE LEFT AT A RIGHT
 MZ2452'TURN IN THE HIGHWAY, THEN CONTINUE NORTHEASTERLY FOR 0.55 MILE
 MZ2452'TO A MACADAM T ROAD LEFT, TURN LEFT AND GO 0.8 MILE TO THE
 MZ2452'MAIN ENTRANCE GATE INTO THE CITY RESERVOIR ON THE LEFT, PASS
 MZ2452'THRU THE GATE THEN TURN SHARP RIGHT AND FOLLOW A TRACK ROAD TO
 MZ2452'THE SE CORNER OF THE RESERVOIR GROUNDS AND STATION AS
 MZ2452'DESCRIBED.
 MZ2452'
 MZ2452'A TRAVERSE CONNECTION WAS MADE FROM STATION RESERVOIR TO
 MZ2452'ALBANY MAGNETIC 1900-1938, DISTANCE 515.8553 METERS.
 MZ2452'
 MZ2452'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MZ2452
 MZ2452                          STATION RECOVERY (1969)
 MZ2452
 MZ2452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2452'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 MZ2452'DISCREPANCY OF 0.041 METER WAS NOTED IN THE DISTANCE TO R.M.
 MZ2452'NO. 2.  IT WAS DOUBLE-CHECKED, AND THE 1969 DISTANCE IS CORRECT.  A
 MZ2452'COMPLETE DESCRIPTION FOLLOWS--
 MZ2452'
 MZ2452'STATION IS LOCATED AT SOUTH END OF THE LOUDENVILLE RESERVOIRS,
 MZ2452'ON HIGH GROUND, IN OPEN, GRASSY AREA, NEAR A LARGE WATER TANK.
 MZ2452'
 MZ2452'TO REACH STATION FROM THE POST OFFICE IN ALBANY, GO NORTH ON
 MZ2452'BROADWAY FOR 1.1 MILES.  TAKE LEFT FORK AND FOLLOW U.S.
 MZ2452'HIGHWAY 9 FOR 0.5 MILE.  TAKE LEFT FORK AND GO 0.25 MILE TO
 MZ2452'CROSSROAD.  CONTINUE AHEAD FOR 0.75 MILE TO ENTRANCE TO
 MZ2452'RESERVOIR ON RIGHT.  PASS THROUGH GATE, TAKE RIGHT FORK, BY
 MZ2452'OFFICE BUILDING, AND FOLLOW TRACK ROAD FOR 0.3 MILE TO TOP
 MZ2452'OF HILL AND STATION.
 MZ2452'
 MZ2452'STATION MARK IS A BRONZE DISK OF THE ALBANY CITY PLANNING
 MZ2452'COMMISSION, STAMPED 699, SET IN THE TOP OF A 4-INCH-DIAMETER
 MZ2452'IRON PIPE 4 INCHES BELOW GROUND LEVEL, INSIDE AN 8-INCH IRON
 MZ2452'CASING WHICH HAS A METAL COVER FLUSH WITH GROUND.  IT IS 84.4
 MZ2452'FEET NORTHEAST OF CENTER OF BASE OF ELEVATED, WATER TANK,
 MZ2452'174.7 FEET NORTH OF SOUTHEAST CORNER OF RESERVOIR FENCE, AND 28
 MZ2452'FEET WEST OF EAST BOUNDARY FENCE.
 MZ2452'
 MZ2452'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 MZ2452'RESERVOIR NO 1 1942, SET IN THE TOP OF A 12-INCH-SQUARE,
 MZ2452'CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 1
 MZ2452'FOOT WEST OF FENCE, 30 FEET NORTH OF SLIGHT JOG IN FENCE, AND
 MZ2452'AT ABOUT SAME ELEVATION AS STATION.
 MZ2452'
 MZ2452'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 MZ2452'RESERVOIR NO 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE,
 MZ2452'CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 1
 MZ2452'FOOT WEST OF FENCE, 87 FEET NORTH OF SOUTHEAST FENCE CORNER, AND
 MZ2452'ABOUT 1 FOOT LOWER THAN STATION.
 MZ2452'
 MZ2452'AZIMUTH MARK IS A STANDARD DISK STAMPED RESERVOIR 1942, SET
 MZ2452'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4
 MZ2452'INCHES FROM GROUND.  IT IS 21 FEET WEST OF CENTER LINE OF GRAVELED
 MZ2452'ROAD, 50 FEET EAST OF WIRE MESH FENCE, AND ABOUT 75 YARDS
 MZ2452'SOUTHWEST OF A RED BRICK BUILDING THAT SETS AT THE SOUTHWEST
 MZ2452'CORNER OF THE NORTH RESERVOIR.  TO REACH AZIMUTH MARK FROM
 MZ2452'RESERVOIR OFFICE, GO NORTH ON GRAVELED ROAD FOR 0.2 MILE TO MARK
 MZ2452'ON LEFT.
 MZ2452'
 MZ2452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2452'2 MILES NORTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0812 ***********************************************************************
 NB0812  DESIGNATION -  7
 NB0812  PID         -  NB0812
 NB0812  STATE/COUNTY-  NY/ONTARIO
 NB0812  USGS QUAD   -  PHELPS (1953)
 NB0812
 NB0812                         *CURRENT SURVEY CONTROL
 NB0812  ___________________________________________________________________
 NB0812* NAD 83(1986)-  42 57 28.     (N)    077 05 32.     (W)     SCALED    
 NB0812* NAVD 88     -       180.513  (meters)     592.23   (feet)  ADJUSTED  
 NB0812  ___________________________________________________________________
 NB0812  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NB0812  DYNAMIC HT  -         180.464 (meters)     592.07  (feet)  COMP
 NB0812  MODELED GRAV-     980,346.6   (mgal)                       NAVD 88
 NB0812
 NB0812  VERT ORDER  -  SECOND    CLASS 0
 NB0812
 NB0812.The horizontal coordinates were scaled from a topographic map and have
 NB0812.an estimated accuracy of +/- 6 seconds.
 NB0812
 NB0812.The orthometric height was determined by differential leveling
 NB0812.and adjusted by the National Geodetic Survey in June 1991..
 NB0812
 NB0812.The geoid height was determined by GEOID03.
 NB0812
 NB0812.The dynamic height is computed by dividing the NAVD 88
 NB0812.geopotential number by the normal gravity value computed on the
 NB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0812.degrees latitude (g = 980.6199 gals.).
 NB0812
 NB0812.The modeled gravity was interpolated from observed gravity values.
 NB0812
 NB0812;                    North         East    Units  Estimated Accuracy
 NB0812;SPC NY C     -   328,610.      208,480.      MT  (+/- 180 meters Scaled)
 NB0812
 NB0812                          SUPERSEDED SURVEY CONTROL
 NB0812
 NB0812  NGVD 29 (??/??/92)  180.674  (m)          592.76   (f) ADJ UNCH    2 0
 NB0812
 NB0812.Superseded values are not recommended for survey control.
 NB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0812.See file dsdata.txt to determine how the superseded data were derived.
 NB0812
 NB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN293582(NAD 83)
 NB0812_MARKER: B = BOLT
 NB0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0812_SP_SET: BRIDGE
 NB0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0812
 NB0812  HISTORY     - Date     Condition        Report By
 NB0812  HISTORY     - UNK      MONUMENTED       PRR
 NB0812  HISTORY     - 1935     GOOD             NGS
 NB0812  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0812  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0812  HISTORY     - 20021109 GOOD             USPSQD
 NB0812
 NB0812                          STATION DESCRIPTION
 NB0812
 NB0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0812'0.75 MI S FROM PHELPS JUNCTION.
 NB0812'LOCATED 0.75 OF MILE SOUTH OF THE STATION AT PHELPS JUNCTION. IN THE
 NB0812'WEST END OF BACK WALL OF RAILROAD BRIDGE NO. 9.73 OVER FLINT CREEK.
 NB0812
 NB0812                          STATION RECOVERY (1985)
 NB0812
 NB0812'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0812'MARK NOT FOUND.
 NB0812
 NB0812                          STATION RECOVERY (1985)
 NB0812
 NB0812'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0812'MARK NOT FOUND.
 NB0812
 NB0812                          STATION RECOVERY (2002)
 NB0812
 NB0812'RECOVERY NOTE BY US POWER SQUADRON 2002 (DB)
 NB0812'MARK ON CURRENT PROPERTY OF ONTARIO PATHWAYS, INC., ON FIRST BRIDGE S
 NB0812'FROM ENTERANCE OFF STATE RT 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0347 ***********************************************************************
 NA0347  DESIGNATION -  7
 NA0347  PID         -  NA0347
 NA0347  STATE/COUNTY-  NY/GREENE
 NA0347  USGS QUAD   -  PRATTSVILLE (1945)
 NA0347
 NA0347                         *CURRENT SURVEY CONTROL
 NA0347  ___________________________________________________________________
 NA0347* NAD 83(1986)-  42 18 19.     (N)    074 24 55.     (W)     SCALED    
 NA0347* NAVD 88     -       361.727  (meters)    1186.77   (feet)  ADJUSTED  
 NA0347  ___________________________________________________________________
 NA0347  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 NA0347  DYNAMIC HT  -         361.602 (meters)    1186.36  (feet)  COMP
 NA0347  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 NA0347
 NA0347  VERT ORDER  -  SECOND    CLASS 0
 NA0347
 NA0347.The horizontal coordinates were scaled from a topographic map and have
 NA0347.an estimated accuracy of +/- 6 seconds.
 NA0347
 NA0347.The orthometric height was determined by differential leveling
 NA0347.and adjusted by the National Geodetic Survey in June 1991..
 NA0347
 NA0347.The geoid height was determined by GEOID03.
 NA0347
 NA0347.The dynamic height is computed by dividing the NAVD 88
 NA0347.geopotential number by the normal gravity value computed on the
 NA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0347.degrees latitude (g = 980.6199 gals.).
 NA0347
 NA0347.The modeled gravity was interpolated from observed gravity values.
 NA0347
 NA0347;                    North         East    Units  Estimated Accuracy
 NA0347;SPC NY E     -   385,510.      156,990.      MT  (+/- 180 meters Scaled)
 NA0347
 NA0347                          SUPERSEDED SURVEY CONTROL
 NA0347
 NA0347  NGVD 29 (??/??/92)  361.917  (m)         1187.39   (f) ADJ UNCH    2 0
 NA0347
 NA0347.Superseded values are not recommended for survey control.
 NA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0347.See file dsdata.txt to determine how the superseded data were derived.
 NA0347
 NA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM481838(NAD 83)
 NA0347_MARKER: Q = CHISELED SQUARE
 NA0347_SETTING: 80 = SET IN A BOULDER
 NA0347_SP_SET: BOULDER
 NA0347_STAMPING: BM 7
 NA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0347+STABILITY: SURFACE MOTION
 NA0347
 NA0347  HISTORY     - Date     Condition        Report By
 NA0347  HISTORY     - UNK      MONUMENTED       NYHD
 NA0347  HISTORY     - 1942     GOOD             NGS
 NA0347
 NA0347                          STATION DESCRIPTION
 NA0347
 NA0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0347'1.2 MI SE FROM PRATTSVILLE.
 NA0347'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE SCHOOL AT
 NA0347'PRATTSVILLE, GREENE COUNTY, 0.1 MILE EAST OF THE INTERSECTION OF
 NA0347'STATE HIGHWAYS 23 AND 23A, 64.6 FEET SOUTHEAST OF THE SOUTH CORNER OF
 NA0347'THE WHITE FARM HOUSE ON THE NORTHWEST SIDE OF THE HIGHWAY, 32 FEET
 NA0347'SOUTHWEST OF POLE NO. 48, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NA0347'HIGHWAY, AND ABOUT 1 FOOT ABOVE HIGHWAY LEVEL. A NEW YORK STATE
 NA0347'HIGHWAY DEPARTMENT CHISELED SQUARE, STAMPED BM 7. CUT ON THE HIGHEST
 NA0347'POINT OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0822 ***********************************************************************
 PH0822  DESIGNATION -  7
 PH0822  PID         -  PH0822
 PH0822  STATE/COUNTY-  NY/ST LAWRENCE
 PH0822  USGS QUAD   -  LOUISVILLE (1964)
 PH0822
 PH0822                         *CURRENT SURVEY CONTROL
 PH0822  ___________________________________________________________________
 PH0822* NAD 83(1986)-  44 56 01.     (N)    075 02 14.     (W)     SCALED    
 PH0822* NAVD 88     -        68.28   (+/-2cm)     224.0    (feet)  VERTCON   
 PH0822  ___________________________________________________________________
 PH0822  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 PH0822
 PH0822  VERT ORDER  -  ? (See Below)
 PH0822
 PH0822.The horizontal coordinates were scaled from a topographic map and have
 PH0822.an estimated accuracy of +/- 6 seconds.
 PH0822
 PH0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0822.The vertical order pertains to the NGVD 29 superseded value.
 PH0822
 PH0822.The geoid height was determined by GEOID03.
 PH0822
 PH0822;                    North         East    Units  Estimated Accuracy
 PH0822;SPC NY E     -   677,640.      107,600.      MT  (+/- 180 meters Scaled)
 PH0822
 PH0822                          SUPERSEDED SURVEY CONTROL
 PH0822
 PH0822  NGVD 29 (??/??/92)   68.404  (m)          224.42   (f) ADJ UNCH    ?  
 PH0822
 PH0822.Superseded values are not recommended for survey control.
 PH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0822.See file dsdata.txt to determine how the superseded data were derived.
 PH0822
 PH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ970755(NAD 83)
 PH0822_MARKER: B = BOLT
 PH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0822+STABILITY: SURFACE MOTION
 PH0822
 PH0822  HISTORY     - Date     Condition        Report By
 PH0822  HISTORY     - UNK      MONUMENTED       USLS
 PH0822  HISTORY     - 1934     GOOD             NGS
 PH0822
 PH0822                          STATION DESCRIPTION
 PH0822
 PH0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0822'9.3 MI NE FROM WADDINGTON.
 PH0822'ABOUT 9.3 MILES NORTHEAST OF WADDINGTON, ST. LAWRENCE COUNTY, ON STATE
 PH0822'HIGHWAY 37 B, 62 FEET SOUTH OF THE SOUTHWEST CORNER OF THE JOHN WHALEN
 PH0822'BRICK HOUSE, ABOUT 187 FEET WEST OF THE NORTHWEST CORNER OF A LARGE
 PH0822'BARN, 13 FEET NORTH OF THE NORTH EDGE OF THE TARVIA PAVEMENT, ABOUT
 PH0822'115 FEET NORTHEAST OF A TRIANGULAR-BLAZED 36-INCH MAPLE TREE, AND 3.3
 PH0822'FEET EAST OF A FENCE POST (EAST END OF FENCE.)  THE TOP OF A 1/4-INCH
 PH0822'BRASS BOLT SET IN THE TOP OF A CONCRETE POST ABOUT 1.3 FEET BELOW
 PH0822'GROUND AND PROJECTING ABOUT 1/2 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0245 ***********************************************************************
 KU0245  DESIGNATION -  7 RS
 KU0245  PID         -  KU0245
 KU0245  STATE/COUNTY-  NY/SUFFOLK
 KU0245  USGS QUAD   -  MORICHES (1967)
 KU0245
 KU0245                         *CURRENT SURVEY CONTROL
 KU0245  ___________________________________________________________________
 KU0245* NAD 83(1986)-  40 48 46.     (N)    072 52 27.     (W)     SCALED    
 KU0245* NAVD 88     -        19.670  (meters)      64.53   (feet)  ADJUSTED  
 KU0245  ___________________________________________________________________
 KU0245  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU0245  DYNAMIC HT  -          19.662 (meters)      64.51  (feet)  COMP
 KU0245  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 KU0245
 KU0245  VERT ORDER  -  SECOND    CLASS 0
 KU0245
 KU0245.The horizontal coordinates were scaled from a topographic map and have
 KU0245.an estimated accuracy of +/- 6 seconds.
 KU0245
 KU0245.The orthometric height was determined by differential leveling
 KU0245.and adjusted by the National Geodetic Survey in June 1991..
 KU0245
 KU0245.The geoid height was determined by GEOID03.
 KU0245
 KU0245.The dynamic height is computed by dividing the NAVD 88
 KU0245.geopotential number by the normal gravity value computed on the
 KU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0245.degrees latitude (g = 980.6199 gals.).
 KU0245
 KU0245.The modeled gravity was interpolated from observed gravity values.
 KU0245
 KU0245;                    North         East    Units  Estimated Accuracy
 KU0245;SPC NY L     -    72,360.      394,990.      MT  (+/- 180 meters Scaled)
 KU0245
 KU0245                          SUPERSEDED SURVEY CONTROL
 KU0245
 KU0245  NGVD 29 (??/??/92)   19.986  (m)           65.57   (f) ADJ UNCH    2 0
 KU0245
 KU0245.Superseded values are not recommended for survey control.
 KU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0245.See file dsdata.txt to determine how the superseded data were derived.
 KU0245
 KU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL792201(NAD 83)
 KU0245_MARKER: DD = SURVEY DISK
 KU0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0245_STAMPING: 7 RS 1949 65
 KU0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0245+STABILITY: SURFACE MOTION
 KU0245
 KU0245  HISTORY     - Date     Condition        Report By
 KU0245  HISTORY     - 1949     MONUMENTED       USGS
 KU0245  HISTORY     - 1950     GOOD             NGS
 KU0245
 KU0245                          STATION DESCRIPTION
 KU0245
 KU0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0245'2.4 MI NW FROM MASTIC.
 KU0245'ABOUT 1.35 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0245'STATION AT MASTIC, THENCE ABOUT 1.0 MILE NORTHWEST ALONG UPTON
 KU0245'BOULEVARD, AT THE INTERSECTION OF DAWN DRIVE LEADING EAST, 48.6
 KU0245'FEET EAST OF THE CENTER LINE OF UPTON BOULEVARD, 30 FEET NORTH
 KU0245'OF THE CENTER LINE OF DAWN DRIVE, ABOUT LEVEL WITH THE ROADS AND
 KU0245'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0246 ***********************************************************************
 KU0246  DESIGNATION -  7 RS USGS RESET 1961
 KU0246  PID         -  KU0246
 KU0246  STATE/COUNTY-  NY/SUFFOLK
 KU0246  USGS QUAD   -  MORICHES (1967)
 KU0246
 KU0246                         *CURRENT SURVEY CONTROL
 KU0246  ___________________________________________________________________
 KU0246* NAD 83(1986)-  40 48 46.     (N)    072 52 27.     (W)     SCALED    
 KU0246* NAVD 88     -        19.93   (+/-2cm)      65.4    (feet)  VERTCON   
 KU0246  ___________________________________________________________________
 KU0246  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU0246
 KU0246  VERT ORDER  -  THIRD (See Below)
 KU0246
 KU0246.The horizontal coordinates were scaled from a topographic map and have
 KU0246.an estimated accuracy of +/- 6 seconds.
 KU0246
 KU0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0246.The vertical order pertains to the NGVD 29 superseded value.
 KU0246
 KU0246.The geoid height was determined by GEOID03.
 KU0246
 KU0246;                    North         East    Units  Estimated Accuracy
 KU0246;SPC NY L     -    72,360.      394,990.      MT  (+/- 180 meters Scaled)
 KU0246
 KU0246                          SUPERSEDED SURVEY CONTROL
 KU0246
 KU0246  NGVD 29 (??/??/??)   20.24   (m)           66.4    (f) RESET       3  
 KU0246
 KU0246.Superseded values are not recommended for survey control.
 KU0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0246.See file dsdata.txt to determine how the superseded data were derived.
 KU0246
 KU0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL792201(NAD 83)
 KU0246_MARKER: DD = SURVEY DISK
 KU0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0246_STAMPING: 7 RS RESET 1961
 KU0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0246+STABILITY: SURFACE MOTION
 KU0246
 KU0246  HISTORY     - Date     Condition        Report By
 KU0246  HISTORY     - 1961     MONUMENTED       CGS
 KU0246  HISTORY     - 19960425 GOOD             USPSQD
 KU0246
 KU0246                          STATION DESCRIPTION
 KU0246
 KU0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KU0246'1 MI N FROM MASTIC.
 KU0246'THIS MARK IS LOCATED 1.0 MILE NORTH FROM TRAFFIC LIGHT ON MONTAUK
 KU0246'HIGHWAY AND UPTON BLVD. TO DAWN DRIVE, 200 FEET EAST OF THE
 KU0246'CENTERLINE OF UPTON BLVD ALONG DAWN DRIVE AND 28 FEET SOUTH FROM
 KU0246'THE CENTERLINE OF DAWN DRIVE ON A WIRE FENCE LINE AND RIGHT OF
 KU0246'WAY LINE AND SET IN A CONCRETE POST 4 INCHES ABOVE THE GROUND.
 KU0246
 KU0246                          STATION RECOVERY (1996)
 KU0246
 KU0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0449 ***********************************************************************
 KV0449  DESIGNATION -  70 NYBE+A
 KV0449  PID         -  KV0449
 KV0449  STATE/COUNTY-  NY/RICHMOND
 KV0449  USGS QUAD   -  ELIZABETH (1995)
 KV0449
 KV0449                         *CURRENT SURVEY CONTROL
 KV0449  ___________________________________________________________________
 KV0449* NAD 83(1986)-  40 38 08.     (N)    074 09 48.     (W)     SCALED    
 KV0449* NAVD 88     -        13.874  (meters)      45.52   (feet)  ADJUSTED  
 KV0449  ___________________________________________________________________
 KV0449  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0449  DYNAMIC HT  -          13.869 (meters)      45.50  (feet)  COMP
 KV0449  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 KV0449
 KV0449  VERT ORDER  -  FIRST     CLASS II
 KV0449
 KV0449.The horizontal coordinates were scaled from a topographic map and have
 KV0449.an estimated accuracy of +/- 6 seconds.
 KV0449
 KV0449.The orthometric height was determined by differential leveling
 KV0449.and adjusted by the National Geodetic Survey in June 1991..
 KV0449
 KV0449.The geoid height was determined by GEOID03.
 KV0449
 KV0449.The dynamic height is computed by dividing the NAVD 88
 KV0449.geopotential number by the normal gravity value computed on the
 KV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0449.degrees latitude (g = 980.6199 gals.).
 KV0449
 KV0449.The modeled gravity was interpolated from observed gravity values.
 KV0449
 KV0449;                    North         East    Units  Estimated Accuracy
 KV0449;SPC NY L     -    52,080.      286,180.      MT  (+/- 180 meters Scaled)
 KV0449
 KV0449                          SUPERSEDED SURVEY CONTROL
 KV0449
 KV0449  NGVD 29 (04/16/92)   14.208  (m)           46.61   (f) ADJUSTED    1 2
 KV0449
 KV0449.Superseded values are not recommended for survey control.
 KV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0449.See file dsdata.txt to determine how the superseded data were derived.
 KV0449
 KV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707986(NAD 83)
 KV0449_MARKER: DD = SURVEY DISK
 KV0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0449_SP_SET: BUILDING WALL
 KV0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0449
 KV0449  HISTORY     - Date     Condition        Report By
 KV0449  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0449  HISTORY     - 1952     GOOD             CGS
 KV0449  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0449
 KV0449                          STATION DESCRIPTION
 KV0449
 KV0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0449'AT STATEN ISLAND.
 KV0449'ON STATEN ISLAND, AT MARINERS HARBOR, AT THE JUNCTION OF DAVIDSON
 KV0449'STREET AND MERSEREAU AVENUE, SET VERTICALLY IN THE WEST FACE
 KV0449'AT SOUTHWEST CORNER OF STECK SHEET METAL WORKS (FORMERLY PUBLIC
 KV0449'SCHOOL NO. 23), 1/2 FOOT NORTH OF CORNER AND ABOUT 1 FOOT ABOVE
 KV0449'SIDE WALK.
 KV0449
 KV0449                          STATION RECOVERY (1985)
 KV0449
 KV0449'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2639 ***********************************************************************
 OF2639  DESIGNATION -  700 MCGS 1969
 OF2639  PID         -  OF2639
 OF2639  STATE/COUNTY-  NY/MONROE
 OF2639  USGS QUAD   -  HAMLIN (1978)
 OF2639
 OF2639                         *CURRENT SURVEY CONTROL
 OF2639  ___________________________________________________________________
 OF2639* NAD 83(1996)-  43 21 01.74063(N)    077 57 09.95668(W)     ADJUSTED  
 OF2639* NAVD 88     -        84.1    (meters)     276.     (feet)  VERTCON   
 OF2639  ___________________________________________________________________
 OF2639  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 OF2639  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF2639
 OF2639  HORZ ORDER  -  SECOND
 OF2639
 OF2639.The horizontal coordinates were established by classical geodetic methods
 OF2639.and adjusted by the National Geodetic Survey in January 1999..
 OF2639
 OF2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2639
 OF2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2639
 OF2639.The geoid height was determined by GEOID03.
 OF2639
 OF2639;                    North         East     Units Scale Factor Converg.
 OF2639;SPC NY W     -   372,298.073   401,120.748   MT  0.99996964   +0 25 58.3
 OF2639;SPC NY W     - 1,221,447.93  1,316,010.32   sFT  0.99996964   +0 25 58.3
 OF2639;UTM  18      - 4,803,971.547   260,691.145   MT  1.00030452   -2 01 40.5
 OF2639;UTM  17      - 4,804,247.004   746,965.535   MT  1.00035033   +2 05 34.3
 OF2639
 OF2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2639!SPC NY W     -   0.99999243  x   0.99996964  =   0.99996207
 OF2639!UTM  18      -   0.99999243  x   1.00030452  =   1.00029694
 OF2639!UTM  17      -   0.99999243  x   1.00035033  =   1.00034275
 OF2639
 OF2639:                Primary Azimuth Mark                     Grid Az
 OF2639:SPC NY W     -  HAMLIN AZ MK                             090 08 53.9
 OF2639:UTM  18      -  HAMLIN AZ MK                             092 36 32.7
 OF2639:UTM  17      -  HAMLIN AZ MK                             088 29 17.9
 OF2639
 OF2639|---------------------------------------------------------------------|
 OF2639| PID    Reference Object                     Distance      Geod. Az  |
 OF2639|                                                           dddmmss.s |
 OF2639| OF2657 HAMLIN AZ MK                        APPROX. 0.8 KM 0903452.2 |
 OF2639|---------------------------------------------------------------------|
 OF2639
 OF2639                          SUPERSEDED SURVEY CONTROL
 OF2639
 OF2639  NAD 83(1986)-  43 21 01.74782(N)    077 57 09.95613(W) AD(       ) 2
 OF2639  NAD 27      -  43 21 01.53468(N)    077 57 10.90217(W) AD(       ) 2
 OF2639  NGVD 29 (07/19/86)   84.3    (m)          277.     (f) VERT ANG       
 OF2639
 OF2639.Superseded values are not recommended for survey control.
 OF2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2639.See file dsdata.txt to determine how the superseded data were derived.
 OF2639
 OF2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6069103972(NAD 83)
 OF2639_MARKER: DD = SURVEY DISK
 OF2639_SETTING: 0 = UNSPECIFIED SETTING
 OF2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2639
 OF2639  HISTORY     - Date     Condition        Report By
 OF2639  HISTORY     - 1969     MONUMENTED       NY-055
 OF2639
 OF2639                          STATION DESCRIPTION
 OF2639
 OF2639'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2639'IN HAMLIN ALONG MOSCOW ROAD
 OF2639'
 OF2639'1.2 MILE WEST OF LAKE ROAD (WEST FORK)
 OF2639'
 OF2639'17.1 FEET NORTH OF CENTERLINE OF MOSCOW ROAD
 OF2639'
 OF2639'289.6 WEST OF WEST RANGE LINE OF HENRY WOLF HOUSE 1158
 OF2639'
 OF2639'0.6 MILE EAST OF REDMAN ROAD
 OF2639'
 OF2639'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2639'DISK STAMPED 700 IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2656 ***********************************************************************
 OF2656  DESIGNATION -  701 NYGS 1969
 OF2656  PID         -  OF2656
 OF2656  STATE/COUNTY-  NY/MONROE
 OF2656  USGS QUAD   -  HAMLIN (1978)
 OF2656
 OF2656                         *CURRENT SURVEY CONTROL
 OF2656  ___________________________________________________________________
 OF2656* NAD 83(1996)-  43 21 01.47886(N)    077 56 29.33716(W)     ADJUSTED  
 OF2656* NAVD 88     -        81.66   (+/-2cm)     267.9    (feet)  VERTCON   
 OF2656  ___________________________________________________________________
 OF2656  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OF2656  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF2656
 OF2656  HORZ ORDER  -  SECOND
 OF2656  VERT ORDER  -  THIRD ? (See Below)
 OF2656
 OF2656.The horizontal coordinates were established by classical geodetic methods
 OF2656.and adjusted by the National Geodetic Survey in January 1999..
 OF2656
 OF2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2656.The vertical order pertains to the NGVD 29 superseded value.
 OF2656
 OF2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2656
 OF2656.The geoid height was determined by GEOID03.
 OF2656
 OF2656;                    North         East     Units Scale Factor Converg.
 OF2656;SPC NY W     -   372,296.967   402,035.553   MT  0.99997080   +0 26 26.2
 OF2656;SPC NY W     - 1,221,444.30  1,319,011.64   sFT  0.99997080   +0 26 26.2
 OF2656;UTM  18      - 4,803,931.152   261,605.362   MT  1.00029915   -2 01 12.6
 OF2656;UTM  17      - 4,804,272.409   747,880.338   MT  1.00035590   +2 06 02.2
 OF2656
 OF2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2656!SPC NY W     -   0.99999281  x   0.99997080  =   0.99996361
 OF2656!UTM  18      -   0.99999281  x   1.00029915  =   1.00029196
 OF2656!UTM  17      -   0.99999281  x   1.00035590  =   1.00034871
 OF2656
 OF2656|---------------------------------------------------------------------|
 OF2656| PID    Reference Object                     Distance      Geod. Az  |
 OF2656|                                                           dddmmss.s |
 OF2656| OF2657 HAMLIN AZ MK                         88.848 METERS 26946     |
 OF2656| OF2639 700 MCGS 1969                       APPROX. 0.9 KM 2703035.4 |
 OF2656|---------------------------------------------------------------------|
 OF2656
 OF2656                          SUPERSEDED SURVEY CONTROL
 OF2656
 OF2656  NAD 83(1986)-  43 21 01.48609(N)    077 56 29.33661(W) AD(       ) 2
 OF2656  NAD 27      -  43 21 01.27261(N)    077 56 30.28405(W) AD(       ) 2
 OF2656  NGVD 29 (07/19/86)   81.85   (m)          268.5    (f) LEVELING    3  
 OF2656
 OF2656.Superseded values are not recommended for survey control.
 OF2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2656.See file dsdata.txt to determine how the superseded data were derived.
 OF2656
 OF2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6160503931(NAD 83)
 OF2656_MARKER: DD = SURVEY DISK
 OF2656_SETTING: 0 = UNSPECIFIED SETTING
 OF2656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2656
 OF2656  HISTORY     - Date     Condition        Report By
 OF2656  HISTORY     - 1936     MONUMENTED       NYGS
 OF2656  HISTORY     - 1942     GOOD             CGS
 OF2656  HISTORY     - 1969     GOOD             CGS
 OF2656
 OF2656                          STATION DESCRIPTION
 OF2656
 OF2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF2656'IN HAMLIN, 0.7 MILE WEST OF WEST FORK OF LAKE ROAD, 20.8 FEET
 OF2656'SOUTH OF CENTER LINE OF MOSCOW ROAD, 56.4 FEET NORTHWEST OF
 OF2656'NORTHWEST CORNER OF THE JOSEPH BAUER HOUSE, 15.4 FEET WEST OF
 OF2656'WEST RANGE LINE OF HOUSE, AND 6 FEET NORTHWEST OF CORNER TREE AT
 OF2656'INTERSECTION OF TWO ROWS OF MAPLE TREES.  STATION IS A U.S.C. AND
 OF2656'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE FLUSH WITH
 OF2656'GROUND.
 OF2656
 OF2656                          STATION RECOVERY (1969)
 OF2656
 OF2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2656'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2656'
 OF2656'IN HAMLIN, ALONG MOSCOW ROAD
 OF2656'
 OF2656'0.7 MILE WEST OF LAKE ROAD WEST FORK
 OF2656'
 OF2656'0.7 MILE SOUTH OF STATION HAMLIN, 1939, 1969
 OF2656'
 OF2656'20.8 FEET SOUTH OF CENTER OF MOSCOW ROAD
 OF2656'
 OF2656'56.4 FEET NORTHWEST OF NORTHWEST CORNER AND
 OF2656'
 OF2656'15.4 FEET WEST OF THE WEST RANGE LINE OF THE BAUER HOUSE 937
 OF2656'
 OF2656'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2656'STANDARD DISK IN CONCRETE FLUSH WITH GROUND AND STAMPED 701 1936
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0075 ***********************************************************************
 NC0075  DESIGNATION -  70.18
 NC0075  PID         -  NC0075
 NC0075  STATE/COUNTY-  NY/CATTARAUGUS
 NC0075  USGS QUAD   -  FREEDOM (1976)
 NC0075
 NC0075                         *CURRENT SURVEY CONTROL
 NC0075  ___________________________________________________________________
 NC0075* NAD 83(1986)-  42 29 44.     (N)    078 18 31.     (W)     SCALED    
 NC0075* NAVD 88     -       566.985  (meters)    1860.18   (feet)  ADJUSTED  
 NC0075  ___________________________________________________________________
 NC0075  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 NC0075  DYNAMIC HT  -         566.781 (meters)    1859.51  (feet)  COMP
 NC0075  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 NC0075
 NC0075  VERT ORDER  -  SECOND    CLASS 0
 NC0075
 NC0075.The horizontal coordinates were scaled from a topographic map and have
 NC0075.an estimated accuracy of +/- 6 seconds.
 NC0075
 NC0075.The orthometric height was determined by differential leveling
 NC0075.and adjusted by the National Geodetic Survey in June 1991..
 NC0075
 NC0075.The geoid height was determined by GEOID03.
 NC0075
 NC0075.The dynamic height is computed by dividing the NAVD 88
 NC0075.geopotential number by the normal gravity value computed on the
 NC0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0075.degrees latitude (g = 980.6199 gals.).
 NC0075
 NC0075.The modeled gravity was interpolated from observed gravity values.
 NC0075
 NC0075;                    North         East    Units  Estimated Accuracy
 NC0075;SPC NY W     -   277,170.      372,580.      MT  (+/- 180 meters Scaled)
 NC0075
 NC0075                          SUPERSEDED SURVEY CONTROL
 NC0075
 NC0075  NGVD 29 (??/??/??)  567.13   (m)         1860.7    (f) RESET       3  
 NC0075
 NC0075.Superseded values are not recommended for survey control.
 NC0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0075.See file dsdata.txt to determine how the superseded data were derived.
 NC0075
 NC0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH211083(NAD 83)
 NC0075_MARKER: Z = SEE DESCRIPTION
 NC0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0075_SP_SET: BRIDGE
 NC0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0075
 NC0075  HISTORY     - Date     Condition        Report By
 NC0075  HISTORY     - UNK      MONUMENTED       BORR
 NC0075  HISTORY     - 1935     GOOD             NGS
 NC0075  HISTORY     - 20031031 MARK NOT FOUND   USPSQD
 NC0075
 NC0075                          STATION DESCRIPTION
 NC0075
 NC0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0075'5.7 MI NE FROM FARMERSVILLE STATION.
 NC0075'ON BRIDGE 70.18, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0075'BRIDGE.
 NC0075
 NC0075                          STATION RECOVERY (2003)
 NC0075
 NC0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0075'RAILROAD HAS BEEN ABANDONED AND REMOVED. IT APPEARS THAT BRIDGE COPING
 NC0075'WAS REPLACED AT ONE TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2641 ***********************************************************************
 OF2641  DESIGNATION -  702 MCGS 1969
 OF2641  PID         -  OF2641
 OF2641  STATE/COUNTY-  NY/MONROE
 OF2641  USGS QUAD   -  HAMLIN (1978)
 OF2641
 OF2641                         *CURRENT SURVEY CONTROL
 OF2641  ___________________________________________________________________
 OF2641* NAD 83(1996)-  43 21 01.60441(N)    077 55 40.63665(W)     ADJUSTED  
 OF2641* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 OF2641  ___________________________________________________________________
 OF2641  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OF2641  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OF2641
 OF2641  HORZ ORDER  -  SECOND
 OF2641
 OF2641.The horizontal coordinates were established by classical geodetic methods
 OF2641.and adjusted by the National Geodetic Survey in January 1999..
 OF2641
 OF2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2641
 OF2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2641
 OF2641.The geoid height was determined by GEOID03.
 OF2641
 OF2641;                    North         East     Units Scale Factor Converg.
 OF2641;SPC NY W     -   372,309.365   403,132.248   MT  0.99997221   +0 26 59.6
 OF2641;SPC NY W     - 1,221,484.98  1,322,609.72   sFT  0.99997221   +0 26 59.6
 OF2641;UTM  18      - 4,803,896.440   262,701.934   MT  1.00029273   -2 00 39.1
 OF2641;UTM  17      - 4,804,316.588   748,976.639   MT  1.00036260   +2 06 35.7
 OF2641
 OF2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2641!SPC NY W     -   0.99999316  x   0.99997221  =   0.99996537
 OF2641!UTM  18      -   0.99999316  x   1.00029273  =   1.00028589
 OF2641!UTM  17      -   0.99999316  x   1.00036260  =   1.00035576
 OF2641
 OF2641:                Primary Azimuth Mark                     Grid Az
 OF2641:SPC NY W     -  HAMLIN AZ MK                             269 21 03.5
 OF2641:UTM  18      -  HAMLIN AZ MK                             271 48 42.2
 OF2641:UTM  17      -  HAMLIN AZ MK                             267 41 27.4
 OF2641
 OF2641|---------------------------------------------------------------------|
 OF2641| PID    Reference Object                     Distance      Geod. Az  |
 OF2641|                                                           dddmmss.s |
 OF2641| OF2657 HAMLIN AZ MK                        APPROX. 1.2 KM 2694803.1 |
 OF2641|---------------------------------------------------------------------|
 OF2641
 OF2641                          SUPERSEDED SURVEY CONTROL
 OF2641
 OF2641  NAD 83(1986)-  43 21 01.61169(N)    077 55 40.63610(W) AD(       ) 2
 OF2641  NAD 27      -  43 21 01.39782(N)    077 55 41.58524(W) AD(       ) 2
 OF2641  NGVD 29 (07/19/86)   79.6    (m)          261.     (f) VERT ANG       
 OF2641
 OF2641.Superseded values are not recommended for survey control.
 OF2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2641.See file dsdata.txt to determine how the superseded data were derived.
 OF2641
 OF2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6270203896(NAD 83)
 OF2641_MARKER: DD = SURVEY DISK
 OF2641_SETTING: 0 = UNSPECIFIED SETTING
 OF2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2641
 OF2641  HISTORY     - Date     Condition        Report By
 OF2641  HISTORY     - 1969     MONUMENTED       NY-055
 OF2641
 OF2641                          STATION DESCRIPTION
 OF2641
 OF2641'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2641'IN HAMLIN AT THE INTERSECTION OF LAKE ROAD, WEST FORK AND MOSCOW
 OF2641'ROAD
 OF2641'
 OF2641'15.5 FEET NORTH OF CENTER LINE OF MOSCOW ROAD
 OF2641'
 OF2641'11.2 FEET WEST OF EXTENSION OF CENTER WEST FORK ROAD
 OF2641'
 OF2641'32.8 FEET WEST SOUTHWEST OF POLE
 OF2641'
 OF2641'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2641'STAMPED 702 IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1136 ***********************************************************************
 KU1136  DESIGNATION -  709
 KU1136  PID         -  KU1136
 KU1136  STATE/COUNTY-  NY/QUEENS
 KU1136  USGS QUAD   -  SEA CLIFF (1979)
 KU1136
 KU1136                         *CURRENT SURVEY CONTROL
 KU1136  ___________________________________________________________________
 KU1136* NAD 83(1986)-  40 46 25.     (N)    073 44 30.     (W)     SCALED    
 KU1136* NAVD 88     -        10.835  (meters)      35.55   (feet)  ADJUSTED  
 KU1136  ___________________________________________________________________
 KU1136  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1136  DYNAMIC HT  -          10.831 (meters)      35.53  (feet)  COMP
 KU1136  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 KU1136
 KU1136  VERT ORDER  -  FIRST     CLASS II
 KU1136
 KU1136.The horizontal coordinates were scaled from a topographic map and have
 KU1136.an estimated accuracy of +/- 6 seconds.
 KU1136
 KU1136.The orthometric height was determined by differential leveling
 KU1136.and adjusted by the National Geodetic Survey in June 1991..
 KU1136
 KU1136.The geoid height was determined by GEOID03.
 KU1136
 KU1136.The dynamic height is computed by dividing the NAVD 88
 KU1136.geopotential number by the normal gravity value computed on the
 KU1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1136.degrees latitude (g = 980.6199 gals.).
 KU1136
 KU1136.The modeled gravity was interpolated from observed gravity values.
 KU1136
 KU1136;                    North         East    Units  Estimated Accuracy
 KU1136;SPC NY L     -    67,430.      321,810.      MT  (+/- 180 meters Scaled)
 KU1136
 KU1136                          SUPERSEDED SURVEY CONTROL
 KU1136
 KU1136  NGVD 29 (??/??/92)   11.17   (m)           36.6    (f) COMPUTED    1 2
 KU1136
 KU1136.Superseded values are not recommended for survey control.
 KU1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1136.See file dsdata.txt to determine how the superseded data were derived.
 KU1136
 KU1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL061143(NAD 83)
 KU1136_MARKER: Q = CHISELED SQUARE
 KU1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1136_SP_SET: DOOR SILL
 KU1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1136
 KU1136  HISTORY     - Date     Condition        Report By
 KU1136  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1136  HISTORY     - 1952     GOOD             NGS
 KU1136  HISTORY     - 20040331 MARK NOT FOUND   GEOCAC
 KU1136  HISTORY     - 20060517 POOR             GEOCAC
 KU1136  HISTORY     - 20060627 MARK NOT FOUND   NYDT
 KU1136
 KU1136                          STATION DESCRIPTION
 KU1136
 KU1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1136'AT NEW YORK.
 KU1136'AT NEW YORK, IN BOROUGH OF QUEENS, AT LITTLE NECK, A 1 1/2-INCH
 KU1136'OUTLINED SQUARE IN THE TOP OF THE SOUTHWEST END OF BLUE STONE
 KU1136'DOOR SILL OF THE SOUTHWEST DOOR ON SOUTHEAST SIDE OF LONG ISLAND
 KU1136'RAILROAD STATION AT LITTLE NECK, ABOUT 44 YARDS NORTHEAST
 KU1136'OF CENTER LINE OF LITTLE NECK PARKWAY, 41 FEET SOUTHEAST OF
 KU1136'SOUTHEAST RAIL OF SOUTHEAST TRACK, 14.7 FEET NORTHEAST OF
 KU1136'SOUTH CORNER OF STATION AND ABOUT 0.3 FOOT ABOVE SIDE WALK.
 KU1136
 KU1136                          STATION RECOVERY (2004)
 KU1136
 KU1136'RECOVERY NOTE BY GEOCACHING 2004 (CAG)
 KU1136'STEP FOUND, EXTREMELY WORN, AND OVERCOATED WITH ABOUT A 1/8 INCH OF
 KU1136'ANTI SLIP COATING.  IT IS POSSIBLE THAT THE MARK EXISTS UNDER THE
 KU1136'COATING
 KU1136
 KU1136                          STATION RECOVERY (2006)
 KU1136
 KU1136'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1136'RECOVERED IN POOR CONDITION. THE MARK IS UNDER SEVERAL LAYERS OF PAINT
 KU1136'AND IS BARELY DISCERNABLE.  IT WOULD BE DIFICULT TO FIND A LEVEL BENCH
 KU1136'ON THIS MARK DUE TO THE PAINT.
 KU1136
 KU1136                          STATION RECOVERY (2006)
 KU1136
 KU1136'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1304 ***********************************************************************
 NB1304  DESIGNATION -  709.51
 NB1304  PID         -  NB1304
 NB1304  STATE/COUNTY-  NY/LIVINGSTON
 NB1304  USGS QUAD   -  SONYEA (1976)
 NB1304
 NB1304                         *CURRENT SURVEY CONTROL
 NB1304  ___________________________________________________________________
 NB1304* NAD 83(1986)-  42 38 58.     (N)    077 50 59.     (W)     SCALED    
 NB1304* NAVD 88     -       215.982  (meters)     708.60   (feet)  ADJUSTED  
 NB1304  ___________________________________________________________________
 NB1304  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NB1304  DYNAMIC HT  -         215.917 (meters)     708.39  (feet)  COMP
 NB1304  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 NB1304
 NB1304  VERT ORDER  -  FIRST     CLASS II
 NB1304
 NB1304.The horizontal coordinates were scaled from a topographic map and have
 NB1304.an estimated accuracy of +/- 6 seconds.
 NB1304
 NB1304.The orthometric height was determined by differential leveling
 NB1304.and adjusted by the National Geodetic Survey in June 1991..
 NB1304
 NB1304.The geoid height was determined by GEOID03.
 NB1304
 NB1304.The dynamic height is computed by dividing the NAVD 88
 NB1304.geopotential number by the normal gravity value computed on the
 NB1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1304.degrees latitude (g = 980.6199 gals.).
 NB1304
 NB1304.The modeled gravity was interpolated from observed gravity values.
 NB1304
 NB1304;                    North         East    Units  Estimated Accuracy
 NB1304;SPC NY W     -   294,490.      410,160.      MT  (+/- 180 meters Scaled)
 NB1304
 NB1304                          SUPERSEDED SURVEY CONTROL
 NB1304
 NB1304  NGVD 29 (??/??/92)  216.144  (m)          709.13   (f) ADJ UNCH    1 2
 NB1304
 NB1304.Superseded values are not recommended for survey control.
 NB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1304.See file dsdata.txt to determine how the superseded data were derived.
 NB1304
 NB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN664258(NAD 83)
 NB1304_MARKER: B = BOLT
 NB1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1304_SP_SET: BRIDGE ABUTMENT
 NB1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1304
 NB1304  HISTORY     - Date     Condition        Report By
 NB1304  HISTORY     - UNK      MONUMENTED       PRR
 NB1304  HISTORY     - 1941     GOOD             NGS
 NB1304
 NB1304                          STATION DESCRIPTION
 NB1304
 NB1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1304'2.8 SW FROM SONYEA.
 NB1304'2.8 MILES SOUTHWEST ALONG PENNSYLVANIA RAILROAD FROM STATION AT
 NB1304'SONYEA, SET IN WEST CORNER OF THE SOUTH ABUTMENT OF BRIDGE NO. 43-55,
 NB1304'22.4 FEET SOUTHEAST OF THIRD TELEGRAPH POLE SOUTH OF PUBLIC ROAD
 NB1304'CROSSING, 4 FEET WEST OF THE WEST RAIL OF TRACK, 1.2 FEET EAST OF
 NB1304'THE WEST EDGE OF ABUTMENT, 0.8 FOOT SOUTH OF THE NORTH END OF
 NB1304'ABUTMENT. A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0804 ***********************************************************************
 PH0804  DESIGNATION -  71
 PH0804  PID         -  PH0804
 PH0804  STATE/COUNTY-  NY/ST LAWRENCE
 PH0804  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0804
 PH0804                         *CURRENT SURVEY CONTROL
 PH0804  ___________________________________________________________________
 PH0804* NAD 83(1986)-  44 51 03.     (N)    075 15 32.     (W)     SCALED    
 PH0804* NAVD 88     -        75.89   (+/-2cm)     249.0    (feet)  VERTCON   
 PH0804  ___________________________________________________________________
 PH0804  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 PH0804
 PH0804  VERT ORDER  -  ? (See Below)
 PH0804
 PH0804.The horizontal coordinates were scaled from a topographic map and have
 PH0804.an estimated accuracy of +/- 6 seconds.
 PH0804
 PH0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0804.The vertical order pertains to the NGVD 29 superseded value.
 PH0804
 PH0804.The geoid height was determined by GEOID03.
 PH0804
 PH0804;                    North         East    Units  Estimated Accuracy
 PH0804;SPC NY E     -   668,580.       90,020.      MT  (+/- 180 meters Scaled)
 PH0804
 PH0804                          SUPERSEDED SURVEY CONTROL
 PH0804
 PH0804  NGVD 29 (??/??/92)   76.012  (m)          249.38   (f) ADJ UNCH    ?  
 PH0804
 PH0804.Superseded values are not recommended for survey control.
 PH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0804.See file dsdata.txt to determine how the superseded data were derived.
 PH0804
 PH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ795664(NAD 83)
 PH0804_MARKER: Z = SEE DESCRIPTION
 PH0804_SETTING: 80 = SET IN A BOULDER
 PH0804_SP_SET: BOULDER
 PH0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0804+STABILITY: SURFACE MOTION
 PH0804
 PH0804  HISTORY     - Date     Condition        Report By
 PH0804  HISTORY     - UNK      MONUMENTED       USLS
 PH0804  HISTORY     - 1934     GOOD             NGS
 PH0804  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0804
 PH0804                          STATION DESCRIPTION
 PH0804
 PH0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0804'2.8 MI SW FROM WADDINGTON.
 PH0804'ABOUT 2.8 MILES SOUTHWEST OF WADDINGTON, ST. LAWRENCE COUNTY, ON RIVER
 PH0804'ROAD, AT THE COLAN CROWBAR PROPERTY, 66 FEET SOUTHWEST OF THE
 PH0804'SOUTHEAST CORNER OF THE HOUSE, 66 FEET NORTHEAST OF THE RIGHT-OF-WAY
 PH0804'FENCE, 26 FEET WEST OF A 26-INCH WHITE PINE TREE, 50 FEET SOUTH OF A
 PH0804'27-INCH WHITE PINE TREE, AND CUT ON THE TOP OF A 10- BY 13-FOOT
 PH0804'GRANITE BOULDER ABOUT 3 FEET HIGH.  THE HIGHEST POINT OF A 2-INCH
 PH0804'ROUND KNOB.
 PH0804
 PH0804                          STATION RECOVERY (1989)
 PH0804
 PH0804'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0285 ***********************************************************************
 KU0285  DESIGNATION -  71 CH SQ
 KU0285  PID         -  KU0285
 KU0285  STATE/COUNTY-  NY/SUFFOLK
 KU0285  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0285
 KU0285                         *CURRENT SURVEY CONTROL
 KU0285  ___________________________________________________________________
 KU0285* NAD 83(1986)-  40 53 13.     (N)    072 55 04.     (W)     SCALED    
 KU0285* NAVD 88     -        21.257  (meters)      69.74   (feet)  ADJUSTED  
 KU0285  ___________________________________________________________________
 KU0285  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KU0285  DYNAMIC HT  -          21.249 (meters)      69.71  (feet)  COMP
 KU0285  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 KU0285
 KU0285  VERT ORDER  -  SECOND    CLASS 0
 KU0285
 KU0285.The horizontal coordinates were scaled from a topographic map and have
 KU0285.an estimated accuracy of +/- 6 seconds.
 KU0285
 KU0285.The orthometric height was determined by differential leveling
 KU0285.and adjusted by the National Geodetic Survey in June 1991..
 KU0285
 KU0285.The geoid height was determined by GEOID03.
 KU0285
 KU0285.The dynamic height is computed by dividing the NAVD 88
 KU0285.geopotential number by the normal gravity value computed on the
 KU0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0285.degrees latitude (g = 980.6199 gals.).
 KU0285
 KU0285.The modeled gravity was interpolated from observed gravity values.
 KU0285
 KU0285;                    North         East    Units  Estimated Accuracy
 KU0285;SPC NY L     -    80,550.      391,210.      MT  (+/- 180 meters Scaled)
 KU0285
 KU0285                          SUPERSEDED SURVEY CONTROL
 KU0285
 KU0285  NGVD 29 (??/??/92)   21.564  (m)           70.75   (f) ADJ UNCH    2 0
 KU0285
 KU0285.Superseded values are not recommended for survey control.
 KU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0285.See file dsdata.txt to determine how the superseded data were derived.
 KU0285
 KU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL754282(NAD 83)
 KU0285_MARKER: Q = CHISELED SQUARE
 KU0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0285_SP_SET: CULVERT
 KU0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0285
 KU0285  HISTORY     - Date     Condition        Report By
 KU0285  HISTORY     - UNK      MONUMENTED       USGS
 KU0285  HISTORY     - 1949     GOOD             NGS
 KU0285
 KU0285                          STATION DESCRIPTION
 KU0285
 KU0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KU0285'2.2 MI SW FROM RIDGE.
 KU0285'ABOUT 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE FIRE
 KU0285'HOUSE AT RIDGE, AT THE INTERSECTION OF HOLLOW ROAD, SET IN THE
 KU0285'TOP NEAR THE CENTER OF THE SOUTH CONCRETE HEADWALL OF
 KU0285'CULVERT UNDER THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF
 KU0285'HOLLOW ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 KU0285'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0710 ***********************************************************************
 PG0710  DESIGNATION -  71 DHRR
 PG0710  PID         -  PG0710
 PG0710  STATE/COUNTY-  NY/ESSEX
 PG0710  USGS QUAD   -  
 PG0710
 PG0710                         *CURRENT SURVEY CONTROL
 PG0710  ___________________________________________________________________
 PG0710* NAD 83(1986)-  44 17 02.     (N)    073 23 35.     (W)     SCALED    
 PG0710* NAVD 88     -        86.047  (meters)     282.31   (feet)  ADJUSTED  
 PG0710  ___________________________________________________________________
 PG0710  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 PG0710  DYNAMIC HT  -          86.035 (meters)     282.27  (feet)  COMP
 PG0710  MODELED GRAV-     980,483.9   (mgal)                       NAVD 88
 PG0710
 PG0710  VERT ORDER  -  FIRST     CLASS II
 PG0710
 PG0710.The horizontal coordinates were scaled from a topographic map and have
 PG0710.an estimated accuracy of +/- 6 seconds.
 PG0710
 PG0710.The orthometric height was determined by differential leveling
 PG0710.and adjusted by the National Geodetic Survey in June 1991..
 PG0710
 PG0710.The geoid height was determined by GEOID03.
 PG0710
 PG0710.The dynamic height is computed by dividing the NAVD 88
 PG0710.geopotential number by the normal gravity value computed on the
 PG0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0710.degrees latitude (g = 980.6199 gals.).
 PG0710
 PG0710.The modeled gravity was interpolated from observed gravity values.
 PG0710
 PG0710;                    North         East    Units  Estimated Accuracy
 PG0710;SPC NY E     -   605,900.      238,350.      MT  (+/- 180 meters Scaled)
 PG0710
 PG0710                          SUPERSEDED SURVEY CONTROL
 PG0710
 PG0710  NGVD 29 (??/??/??)   86.194  (m)          282.79   (f) ADJUSTED    1 2
 PG0710
 PG0710.Superseded values are not recommended for survey control.
 PG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0710.See file dsdata.txt to determine how the superseded data were derived.
 PG0710
 PG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ282046(NAD 83)
 PG0710_MARKER: B = BOLT
 PG0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0710_SP_SET: SEMAPHORE
 PG0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0710
 PG0710  HISTORY     - Date     Condition        Report By
 PG0710  HISTORY     - UNK      MONUMENTED       DHRR
 PG0710  HISTORY     - 1973     GOOD             NGS
 PG0710
 PG0710                          STATION DESCRIPTION
 PG0710
 PG0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0710'1.45 MI NE FROM WHALLONSBURG.
 PG0710'ABOUT 1.45 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY
 PG0710'OVERPASS OVER A PAVED ROAD AT WHALLONSBURG, ABOUT 1.55 MILES SOUTH OF
 PG0710'CROSSING OF STATE HIGHWAY 22, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST A
 PG0710'136-RP 55, 134 FEET SOUTHWEST OF CENTER OF CROSSING OF A FIELD ROAD,
 PG0710'8.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, THE TOP OF NUT ON NORTHWEST
 PG0710'ANCHOR BOLT OF SEMAPHORE NO. 135.1, 1.4 FEET ABOVE BALLAST OF
 PG0710'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2542 ***********************************************************************
 OF2542  DESIGNATION -  710
 OF2542  PID         -  OF2542
 OF2542  STATE/COUNTY-  NY/MONROE
 OF2542  USGS QUAD   -  BROCKPORT (1978)
 OF2542
 OF2542                         *CURRENT SURVEY CONTROL
 OF2542  ___________________________________________________________________
 OF2542* NAD 83(1996)-  43 14 26.02196(N)    077 57 12.77619(W)     ADJUSTED  
 OF2542* NAVD 88     -       127.39   (+/-2cm)     417.9    (feet)  VERTCON   
 OF2542  ___________________________________________________________________
 OF2542  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OF2542  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF2542
 OF2542  HORZ ORDER  -  SECOND
 OF2542  VERT ORDER  -  THIRD ? (See Below)
 OF2542
 OF2542.The horizontal coordinates were established by classical geodetic methods
 OF2542.and adjusted by the National Geodetic Survey in January 1999..
 OF2542
 OF2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2542.The vertical order pertains to the NGVD 29 superseded value.
 OF2542
 OF2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2542
 OF2542.The geoid height was determined by GEOID03.
 OF2542
 OF2542;                    North         East     Units Scale Factor Converg.
 OF2542;SPC NY W     -   360,086.159   401,149.304   MT  0.99996967   +0 25 53.2
 OF2542;SPC NY W     - 1,181,382.67  1,316,104.01   sFT  0.99996967   +0 25 53.2
 OF2542;UTM  18      - 4,791,765.543   260,195.715   MT  1.00030746   -2 01 27.6
 OF2542;UTM  17      - 4,792,036.370   747,347.623   MT  1.00035267   +2 05 17.0
 OF2542
 OF2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2542!SPC NY W     -   0.99998559  x   0.99996967  =   0.99995526
 OF2542!UTM  18      -   0.99998559  x   1.00030746  =   1.00029305
 OF2542!UTM  17      -   0.99998559  x   1.00035267  =   1.00033826
 OF2542
 OF2542:                Primary Azimuth Mark                     Grid Az
 OF2542:SPC NY W     -  711                                      310 20 40.4
 OF2542:UTM  18      -  711                                      312 48 01.2
 OF2542:UTM  17      -  711                                      308 41 16.6
 OF2542
 OF2542|---------------------------------------------------------------------|
 OF2542| PID    Reference Object                     Distance      Geod. Az  |
 OF2542|                                                           dddmmss.s |
 OF2542| OF2545 711                                 404.064 METERS 3104633.6 |
 OF2542| OF2543 4 1 67                              100.969 METERS 31904     |
 OF2542|---------------------------------------------------------------------|
 OF2542
 OF2542                          SUPERSEDED SURVEY CONTROL
 OF2542
 OF2542  NAD 83(1986)-  43 14 26.02874(N)    077 57 12.77524(W) AD(       ) 2
 OF2542  NAD 27      -  43 14 25.81413(N)    077 57 13.72297(W) AD(       ) 2
 OF2542  NGVD 29 (07/19/86)  127.57   (m)          418.5    (f) LEVELING    3  
 OF2542
 OF2542.Superseded values are not recommended for survey control.
 OF2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2542.See file dsdata.txt to determine how the superseded data were derived.
 OF2542
 OF2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6019691766(NAD 83)
 OF2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2542
 OF2542  HISTORY     - Date     Condition        Report By
 OF2542  HISTORY     - UNK      MONUMENTED
 OF2542  HISTORY     - 1974     GOOD             NY-055
 OF2542
 OF2542                          STATION DESCRIPTION
 OF2542
 OF2542'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2542'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2542'IN CLARKSON ON S SIDE OF RIDGE RD, 0.65 MI E OF REDMAN RD, 0.35 MI W
 OF2542'OF DRAKE RD, 36.7 FT S OF CL OF RIDGE RD, 24.9 FT S OF EDGE OF
 OF2542'PAVEMENT, 15.0 FT NE OF UTILITY POLE NM 8 9 8 0, AND 4.5 FT SE OF
 OF2542'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYSS DISK
 OF2542'STAMPED---710---IN CONCRETE POST 0.2 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0500 ***********************************************************************
 NB0500  DESIGNATION -  710 USGS
 NB0500  PID         -  NB0500
 NB0500  STATE/COUNTY-  NY/CAYUGA
 NB0500  USGS QUAD   -  AUBURN (1978)
 NB0500
 NB0500                         *CURRENT SURVEY CONTROL
 NB0500  ___________________________________________________________________
 NB0500* NAD 83(1986)-  42 55 49.     (N)    076 34 11.     (W)     SCALED    
 NB0500* NAVD 88     -       215.679  (meters)     707.61   (feet)  ADJUSTED  
 NB0500  ___________________________________________________________________
 NB0500  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NB0500  DYNAMIC HT  -         215.622 (meters)     707.42  (feet)  COMP
 NB0500  MODELED GRAV-     980,350.0   (mgal)                       NAVD 88
 NB0500
 NB0500  VERT ORDER  -  FIRST     CLASS II
 NB0500
 NB0500.The horizontal coordinates were scaled from a topographic map and have
 NB0500.an estimated accuracy of +/- 6 seconds.
 NB0500
 NB0500.The orthometric height was determined by differential leveling
 NB0500.and adjusted by the National Geodetic Survey in June 1991..
 NB0500.WARNING-Repeat measurements at this control monument indicate possible
 NB0500.vertical movement.
 NB0500
 NB0500.The geoid height was determined by GEOID03.
 NB0500
 NB0500.The dynamic height is computed by dividing the NAVD 88
 NB0500.geopotential number by the normal gravity value computed on the
 NB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0500.degrees latitude (g = 980.6199 gals.).
 NB0500
 NB0500.The modeled gravity was interpolated from observed gravity values.
 NB0500
 NB0500;                    North         East    Units  Estimated Accuracy
 NB0500;SPC NY C     -   325,430.      251,110.      MT  (+/- 180 meters Scaled)
 NB0500
 NB0500                          SUPERSEDED SURVEY CONTROL
 NB0500
 NB0500  NGVD 29 (??/??/92)  215.838  (m)          708.13   (f) ADJ UNCH    1 2
 NB0500
 NB0500.Superseded values are not recommended for survey control.
 NB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0500.See file dsdata.txt to determine how the superseded data were derived.
 NB0500
 NB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN719542(NAD 83)
 NB0500_MARKER: DB = BENCH MARK DISK
 NB0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0500_SP_SET: STEP
 NB0500_MARK LOGO: USGS  
 NB0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0500
 NB0500  HISTORY     - Date     Condition        Report By
 NB0500  HISTORY     - UNK      MONUMENTED       USGS
 NB0500  HISTORY     - 1942     GOOD             NGS
 NB0500  HISTORY     - 1973     GOOD             KONSKI
 NB0500  HISTORY     - 1982     GOOD             NGS
 NB0500  HISTORY     - 1985     GOOD             USPSQD
 NB0500  HISTORY     - 1990     GOOD             USPSQD
 NB0500  HISTORY     - 20041008 GOOD             INDIV
 NB0500
 NB0500                          STATION DESCRIPTION
 NB0500
 NB0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0500'AT AUBURN.
 NB0500'BENCH MARK IS SET HORIZONTALLY IN TOP OF WING STONE AT EAST END OF
 NB0500'STEPS TO THE U.S. POST OFFICE AT AUBURN. MAIN ENTRANCE ON GENESEE
 NB0500'STREET. A STANDARD U.S.G.S. DISK SET IN DRILL HOLE.
 NB0500
 NB0500                          STATION RECOVERY (1973)
 NB0500
 NB0500'RECOVERY NOTE BY KONSKI ENGINEERS 1973
 NB0500'RECOVERED IN GOOD CONDITION.
 NB0500
 NB0500                          STATION RECOVERY (1982)
 NB0500
 NB0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0500'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 NB0500'NOTE--THIS MARK HAS BEEN DESIGNATED A CLASS A BENCH MARK.
 NB0500'DISK IS STAMPED 709.736 INSTEAD OF 710 FEET.
 NB0500
 NB0500                          STATION RECOVERY (1985)
 NB0500
 NB0500'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0500'RECOVERED IN GOOD CONDITION.
 NB0500
 NB0500                          STATION RECOVERY (1990)
 NB0500
 NB0500'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0500'RECOVERED IN GOOD CONDITION.
 NB0500
 NB0500                          STATION RECOVERY (2004)
 NB0500
 NB0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RMD)
 NB0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2545 ***********************************************************************
 OF2545  DESIGNATION -  711
 OF2545  PID         -  OF2545
 OF2545  STATE/COUNTY-  NY/MONROE
 OF2545  USGS QUAD   -  BROCKPORT (1978)
 OF2545
 OF2545                         *CURRENT SURVEY CONTROL
 OF2545  ___________________________________________________________________
 OF2545* NAD 83(1996)-  43 14 34.57301(N)    077 57 26.33886(W)     ADJUSTED  
 OF2545* NAVD 88     -       131.17   (+/-2cm)     430.3    (feet)  VERTCON   
 OF2545  ___________________________________________________________________
 OF2545  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OF2545  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF2545
 OF2545  HORZ ORDER  -  SECOND
 OF2545  VERT ORDER  -  THIRD ? (See Below)
 OF2545
 OF2545.The horizontal coordinates were established by classical geodetic methods
 OF2545.and adjusted by the National Geodetic Survey in January 1999..
 OF2545
 OF2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2545.The vertical order pertains to the NGVD 29 superseded value.
 OF2545
 OF2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2545
 OF2545.The geoid height was determined by GEOID03.
 OF2545
 OF2545;                    North         East     Units Scale Factor Converg.
 OF2545;SPC NY W     -   360,347.735   400,841.349   MT  0.99996929   +0 25 44.0
 OF2545;SPC NY W     - 1,182,240.86  1,315,093.66   sFT  0.99996929   +0 25 44.0
 OF2545;UTM  18      - 4,792,040.167   259,899.152   MT  1.00030921   -2 01 37.2
 OF2545;UTM  17      - 4,792,289.030   747,032.115   MT  1.00035075   +2 05 08.1
 OF2545
 OF2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2545!SPC NY W     -   0.99998500  x   0.99996929  =   0.99995429
 OF2545!UTM  18      -   0.99998500  x   1.00030921  =   1.00029421
 OF2545!UTM  17      -   0.99998500  x   1.00035075  =   1.00033574
 OF2545
 OF2545|---------------------------------------------------------------------|
 OF2545| PID    Reference Object                     Distance      Geod. Az  |
 OF2545|                                                           dddmmss.s |
 OF2545| OF2543 4 1 67                              304.501 METERS 12802     |
 OF2545| OF2542 710                                 404.064 METERS 1304624.3 |
 OF2545| OF2546 2107                                APPROX. 0.6 KM 3031829.2 |
 OF2545|---------------------------------------------------------------------|
 OF2545
 OF2545                          SUPERSEDED SURVEY CONTROL
 OF2545
 OF2545  NAD 83(1986)-  43 14 34.57972(N)    077 57 26.33788(W) AD(       ) 2
 OF2545  NAD 27      -  43 14 34.36520(N)    077 57 27.28464(W) AD(       ) 2
 OF2545  NGVD 29 (07/19/86)  131.35   (m)          430.9    (f) LEVELING    3  
 OF2545
 OF2545.Superseded values are not recommended for survey control.
 OF2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2545.See file dsdata.txt to determine how the superseded data were derived.
 OF2545
 OF2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5989992040(NAD 83)
 OF2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2545
 OF2545  HISTORY     - Date     Condition        Report By
 OF2545  HISTORY     - UNK      MONUMENTED
 OF2545  HISTORY     - 1974     GOOD             NY-055
 OF2545
 OF2545                          STATION DESCRIPTION
 OF2545
 OF2545'DESCRIBED BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2545'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF2545'IN THE TOWN OF CLARKSON, ON NE SIDE OF RIDGE RD, 0.4 MI E OF REDMAN RD
 OF2545'0.6 MI W OF DRAKE RD, 21.4 FT N OF CL OF RIDGE RD, 9.9 FT N OF EDGE OF
 OF2545'PAVEMENT, 32.3 FT SW OF UTILITY POLE RGE 70 71 NM 9085, AND 16.5 FT SE
 OF2545'OF MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYSS DISK
 OF2545'STAMPED---711---IN CONCRETE POST 0.4 FT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0464 ***********************************************************************
 OE0464  DESIGNATION -  71.6
 OE0464  PID         -  OE0464
 OE0464  STATE/COUNTY-  NY/HERKIMER
 OE0464  USGS QUAD   -  
 OE0464
 OE0464                         *CURRENT SURVEY CONTROL
 OE0464  ___________________________________________________________________
 OE0464* NAD 83(1986)-  43 49 41.     (N)    074 57 36.     (W)     SCALED    
 OE0464* NAVD 88     -       576.669  (meters)    1891.95   (feet)  ADJUSTED  
 OE0464  ___________________________________________________________________
 OE0464  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OE0464  DYNAMIC HT  -         576.530 (meters)    1891.50  (feet)  COMP
 OE0464  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 OE0464
 OE0464  VERT ORDER  -  FIRST     CLASS I
 OE0464
 OE0464.The horizontal coordinates were scaled from a topographic map and have
 OE0464.an estimated accuracy of +/- 6 seconds.
 OE0464
 OE0464.The orthometric height was determined by differential leveling
 OE0464.and adjusted by the National Geodetic Survey in June 1991..
 OE0464
 OE0464.The geoid height was determined by GEOID03.
 OE0464
 OE0464.The dynamic height is computed by dividing the NAVD 88
 OE0464.geopotential number by the normal gravity value computed on the
 OE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0464.degrees latitude (g = 980.6199 gals.).
 OE0464
 OE0464.The modeled gravity was interpolated from observed gravity values.
 OE0464
 OE0464;                    North         East    Units  Estimated Accuracy
 OE0464;SPC NY E     -   554,760.      113,000.      MT  (+/- 180 meters Scaled)
 OE0464
 OE0464                          SUPERSEDED SURVEY CONTROL
 OE0464
 OE0464  NGVD 29 (??/??/92)  576.675  (m)         1891.97   (f) ADJ UNCH    1 1
 OE0464
 OE0464.Superseded values are not recommended for survey control.
 OE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0464.See file dsdata.txt to determine how the superseded data were derived.
 OE0464
 OE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP032527(NAD 83)
 OE0464_MARKER: Q = CHISELED SQUARE
 OE0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0464_SP_SET: BRIDGE
 OE0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0464
 OE0464  HISTORY     - Date     Condition        Report By
 OE0464  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0464  HISTORY     - 1975     GOOD             NGS
 OE0464
 OE0464                          STATION DESCRIPTION
 OE0464
 OE0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0464'2.4 MI NW FROM BIG MOOSE.
 OE0464'ABOUT 2.4 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0464'STATION AT BIG MOOSE, 0.1 MILES SOUTH OF A PRIVATE ROAD CROSSING, 7.1
 OE0464'FEET EAST OF THE EAST RAIL, A CHISELED SQUARE SET IN THE SOUTHEAST
 OE0464'CORNER OF THE EAST END OF THE NORTH ABUTMENT OF THE RAILROAD BRIDGE
 OE0464'NO. 61 OVER TWITCHELL CREEK, SET ABOUT 1 FOOT BELOW THE LEVEL OF THE
 OE0464'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2660 ***********************************************************************
 OF2660  DESIGNATION -  716 MCGS 1969
 OF2660  PID         -  OF2660
 OF2660  STATE/COUNTY-  NY/ORLEANS
 OF2660  USGS QUAD   -  HAMLIN (1978)
 OF2660
 OF2660                         *CURRENT SURVEY CONTROL
 OF2660  ___________________________________________________________________
 OF2660* NAD 83(1996)-  43 15 16.94031(N)    077 59 47.44560(W)     ADJUSTED  
 OF2660* NAVD 88     -       130.4    (meters)     428.     (feet)  VERTCON   
 OF2660  ___________________________________________________________________
 OF2660  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 OF2660  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OF2660
 OF2660  HORZ ORDER  -  SECOND
 OF2660
 OF2660.The horizontal coordinates were established by classical geodetic methods
 OF2660.and adjusted by the National Geodetic Survey in January 1999..
 OF2660
 OF2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2660
 OF2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2660
 OF2660.The geoid height was determined by GEOID03.
 OF2660
 OF2660;                    North         East     Units Scale Factor Converg.
 OF2660;SPC NY W     -   361,632.048   397,648.877   MT  0.99996542   +0 24 07.6
 OF2660;SPC NY W     - 1,186,454.48  1,304,619.69   sFT  0.99996542   +0 24 07.6
 OF2660;UTM  18      - 4,793,460.613   256,763.551   MT  1.00032786   -2 03 15.6
 OF2660;UTM  17      - 4,793,480.947   743,802.637   MT  1.00033125   +2 03 32.9
 OF2660
 OF2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2660!SPC NY W     -   0.99998512  x   0.99996542  =   0.99995054
 OF2660!UTM  18      -   0.99998512  x   1.00032786  =   1.00031298
 OF2660!UTM  17      -   0.99998512  x   1.00033125  =   1.00031637
 OF2660
 OF2660:                Primary Azimuth Mark                     Grid Az
 OF2660:SPC NY W     -  742 NYGS 1969                            180 53 56.2
 OF2660:UTM  18      -  742 NYGS 1969                            183 21 19.4
 OF2660:UTM  17      -  742 NYGS 1969                            179 14 30.9
 OF2660
 OF2660|---------------------------------------------------------------------|
 OF2660| PID    Reference Object                     Distance      Geod. Az  |
 OF2660|                                                           dddmmss.s |
 OF2660| OF2481 742 NYGS 1969                       APPROX. 0.9 KM 1811803.8 |
 OF2660|---------------------------------------------------------------------|
 OF2660
 OF2660                          SUPERSEDED SURVEY CONTROL
 OF2660
 OF2660  NAD 83(1986)-  43 15 16.94691(N)    077 59 47.44475(W) AD(       ) 2
 OF2660  NAD 27      -  43 15 16.73184(N)    077 59 48.38866(W) AD(       ) 2
 OF2660  NGVD 29 (07/19/86)  130.6    (m)          428.     (f) VERT ANG       
 OF2660
 OF2660.Superseded values are not recommended for survey control.
 OF2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2660.See file dsdata.txt to determine how the superseded data were derived.
 OF2660
 OF2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5676493461(NAD 83)
 OF2660_MARKER: DD = SURVEY DISK
 OF2660_SETTING: 0 = UNSPECIFIED SETTING
 OF2660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2660
 OF2660  HISTORY     - Date     Condition        Report By
 OF2660  HISTORY     - 1969     MONUMENTED       CGS
 OF2660
 OF2660                          STATION DESCRIPTION
 OF2660
 OF2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2660'IN CLARKSON, AT THE SOUTHEAST CORNER OF INTERSECTION MONROE-ORLEANS
 OF2660'COUNTY LINE ROAD AND RIDGE ROAD (RT. 104).
 OF2660'
 OF2660'3040 FEET NORTH OF STATION NEWS, 1969.
 OF2660'
 OF2660'11.2 FEET EAST OF CENTER OF PAVEMENT OF MONROE-ORLEANS COUNTY ROAD.
 OF2660'
 OF2660'19.6 FEET SOUTH OF CENTER OF RIDGE ROAD.
 OF2660'
 OF2660'70.6 FEET NORTHWEST OF POLE NM 9992/229,69.
 OF2660'
 OF2660'76.0 FEET NORTHEAST OF NORTHEAST CORNER OF WEST BRIDGE WALL.
 OF2660'
 OF2660'88.3 FEET NORTH, NORTHWEST OF NORTH END OF EAST BRIDGE HEADWALL,
 OF2660'ON RANGE WITH INSIDE FACE OF HEADWALL.
 OF2660'
 OF2660'66.8 FEET NORTHEAST OF GUY POLE ENE 1-1.
 OF2660'
 OF2660'54.6 FEET EAST OF POLE NM 1 A.
 OF2660'
 OF2660'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2660'STAMPED 716 IN THE TOP OF A CONCRETE POST IN A CAST IRON SQUARE
 OF2660'BOX WITH COVER MARKED M FLUSH WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2658 ***********************************************************************
 OF2658  DESIGNATION -  718
 OF2658  PID         -  OF2658
 OF2658  STATE/COUNTY-  NY/MONROE
 OF2658  USGS QUAD   -  HAMLIN (1978)
 OF2658
 OF2658                         *CURRENT SURVEY CONTROL
 OF2658  ___________________________________________________________________
 OF2658* NAD 83(1996)-  43 16 39.36777(N)    077 59 45.73202(W)     ADJUSTED  
 OF2658* NAVD 88     -       114.68   (+/-2cm)     376.2    (feet)  VERTCON   
 OF2658  ___________________________________________________________________
 OF2658  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 OF2658  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OF2658
 OF2658  HORZ ORDER  -  SECOND
 OF2658  VERT ORDER  -  THIRD ? (See Below)
 OF2658
 OF2658.The horizontal coordinates were established by classical geodetic methods
 OF2658.and adjusted by the National Geodetic Survey in January 1999..
 OF2658
 OF2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2658.The vertical order pertains to the NGVD 29 superseded value.
 OF2658
 OF2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2658
 OF2658.The geoid height was determined by GEOID03.
 OF2658
 OF2658;                    North         East     Units Scale Factor Converg.
 OF2658;SPC NY W     -   364,175.924   397,669.657   MT  0.99996544   +0 24 09.4
 OF2658;SPC NY W     - 1,194,800.51  1,304,687.87   sFT  0.99996544   +0 24 09.4
 OF2658;UTM  18      - 4,796,002.180   256,893.413   MT  1.00032708   -2 03 17.6
 OF2658;UTM  17      - 4,796,025.290   743,749.814   MT  1.00033093   +2 03 37.2
 OF2658
 OF2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2658!SPC NY W     -   0.99998760  x   0.99996544  =   0.99995304
 OF2658!UTM  18      -   0.99998760  x   1.00032708  =   1.00031468
 OF2658!UTM  17      -   0.99998760  x   1.00033093  =   1.00031853
 OF2658
 OF2658                          SUPERSEDED SURVEY CONTROL
 OF2658
 OF2658  NAD 83(1986)-  43 16 39.37460(N)    077 59 45.73127(W) AD(       ) 2
 OF2658  NAD 27      -  43 16 39.16049(N)    077 59 46.67464(W) AD(       ) 2
 OF2658  NGVD 29 (07/19/86)  114.86   (m)          376.8    (f) LEVELING    3  
 OF2658
 OF2658.Superseded values are not recommended for survey control.
 OF2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2658.See file dsdata.txt to determine how the superseded data were derived.
 OF2658
 OF2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5689396002(NAD 83)
 OF2658_MARKER: DD = SURVEY DISK
 OF2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2658
 OF2658  HISTORY     - Date     Condition        Report By
 OF2658  HISTORY     - 1969     MONUMENTED       NYGS
 OF2658
 OF2658                          STATION DESCRIPTION
 OF2658
 OF2658'DESCRIBED BY NEW YORK GEODETIC SURVEY 1969
 OF2658'TO REACH STATION KENDALL 719 FROM THE JUNCTION OF U.S. HIGHWAY 104
 OF2658'AND STATE HIGHWAY 272, ABOUT 1 3/4 MILES NORTHWEST OF REDMAN CORNERS,
 OF2658'GO NORTH ON HIGHWAY 272 (ORLEANS-MONROE COUNTY ROAD) FOR 1.6 MILES
 OF2658'TO THE AZIMUTH MARK ON THE LEFT.
 OF2658'
 OF2658'AZ MK (718) (NYGS), STAMPED 718 IS A STANDARD USC AND GS AND NYGS
 OF2658'DISK SET IN A 6 BY 6 INCH CONCRETE MONUMENT THAT PROJECTS 16 INCHES.
 OF2658'IT IS 107.5 FEET NORTH OF THE CENTER OF A DRIVEWAY, 65.5 FEET NORTH
 OF2658'EAST OF POWER POLE NUMBER 2904, 30 FEET WEST OF THE CENTER OF HIGHWAY
 OF2658'272 AND 1.7 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2635 ***********************************************************************
 OF2635  DESIGNATION -  719=KENDALL
 OF2635  PID         -  OF2635
 OF2635  STATE/COUNTY-  NY/MONROE
 OF2635  USGS QUAD   -  HAMLIN (1978)
 OF2635
 OF2635                         *CURRENT SURVEY CONTROL
 OF2635  ___________________________________________________________________
 OF2635* NAD 83(1996)-  43 17 05.26260(N)    077 59 44.11907(W)     ADJUSTED  
 OF2635* NAVD 88     -       112.86   (+/-2cm)     370.3    (feet)  VERTCON   
 OF2635  ___________________________________________________________________
 OF2635  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 OF2635  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF2635
 OF2635  HORZ ORDER  -  FIRST
 OF2635  VERT ORDER  -  THIRD ? (See Below)
 OF2635
 OF2635.The horizontal coordinates were established by classical geodetic methods
 OF2635.and adjusted by the National Geodetic Survey in January 1999..
 OF2635
 OF2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2635.The vertical order pertains to the NGVD 29 superseded value.
 OF2635
 OF2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2635
 OF2635.The geoid height was determined by GEOID03.
 OF2635
 OF2635;                    North         East     Units Scale Factor Converg.
 OF2635;SPC NY W     -   364,975.263   397,700.404   MT  0.99996548   +0 24 10.7
 OF2635;SPC NY W     - 1,197,423.01  1,304,788.74   sFT  0.99996548   +0 24 10.7
 OF2635;UTM  18      - 4,796,799.753   256,958.431   MT  1.00032668   -2 03 17.5
 OF2635;UTM  17      - 4,796,825.476   743,757.425   MT  1.00033097   +2 03 39.3
 OF2635
 OF2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2635!SPC NY W     -   0.99998789  x   0.99996548  =   0.99995337
 OF2635!UTM  18      -   0.99998789  x   1.00032668  =   1.00031456
 OF2635!UTM  17      -   0.99998789  x   1.00033097  =   1.00031885
 OF2635
 OF2635:                Primary Azimuth Mark                     Grid Az
 OF2635:SPC NY W     -  WEST KODAK STACK                         107 48 37.5
 OF2635:UTM  18      -  WEST KODAK STACK                         110 16 05.7
 OF2635:UTM  17      -  WEST KODAK STACK                         106 09 08.9
 OF2635
 OF2635|---------------------------------------------------------------------|
 OF2635| PID    Reference Object                     Distance      Geod. Az  |
 OF2635|                                                           dddmmss.s |
 OF2635| OF2241 WEST KODAK STACK                    APPROX.29.9 KM 1081248.2 |
 OF2635| OF2379 SPENCERPORT MUN WATER TANK          APPROX.18.9 KM 1255453.8 |
 OF2635| DA2084 KENDALL RM 1                         31.866 METERS 18100     |
 OF2635| OF2658 718                                 APPROX. 0.8 KM 1823620.8 |
 OF2635| DA2085 KENDALL RM 2                         40.228 METERS 33124     |
 OF2635| DA2086 KENDALL RM 3                         27.512 METERS 35756     |
 OF2635|---------------------------------------------------------------------|
 OF2635
 OF2635                          SUPERSEDED SURVEY CONTROL
 OF2635
 OF2635  NAD 83(1986)-  43 17 05.26941(N)    077 59 44.11835(W) AD(       ) 1
 OF2635  NAD 27      -  43 17 05.05546(N)    077 59 45.06145(W) AD(       ) 1
 OF2635  NGVD 29 (07/19/86)  113.04   (m)          370.9    (f) LEVELING    3  
 OF2635
 OF2635.Superseded values are not recommended for survey control.
 OF2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2635.See file dsdata.txt to determine how the superseded data were derived.
 OF2635
 OF2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5695896800(NAD 83)
 OF2635_MARKER: DS = TRIANGULATION STATION DISK
 OF2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2635
 OF2635  HISTORY     - Date     Condition        Report By
 OF2635  HISTORY     - 1939     MONUMENTED       CGS
 OF2635  HISTORY     - 1969     GOOD             CGS
 OF2635  HISTORY     - 1977     GOOD             NY-055
 OF2635  HISTORY     - 19940710 GOOD             USPSQD
 OF2635  HISTORY     - 20010901 GOOD             USPSQD
 OF2635
 OF2635                          STATION DESCRIPTION
 OF2635
 OF2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF2635'ABOUT 5 MILES NORTHWEST OF BROCKPORT, 5-1/2 MILES NORTH-NORTHEAST
 OF2635'OF HAMLIN STATE PARK, 32 FEET EAST OF THE CENTER LINE
 OF2635'OF THE ORLEANS-MONROE COUNTY LINE ROAD, 50 FEET SOUTH OF A
 OF2635'FENCE CORNER, AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  A
 OF2635'METAL SIGN U.S. MARKER IS ABOUT 2 FEET EAST OF THE STATION.
 OF2635'STATION IS IDENTICAL WITH 719 (N.Y. GEOD. S.) WHICH WAS REMOVED
 OF2635'WHEN THIS STATION WAS ESTABLISHED.
 OF2635'
 OF2635'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OF2635'DISKS SET IN CONCRETE.
 OF2635'
 OF2635'REFERENCE MARK NO.1 IS SOUTH OF STATION, 34.5 FEET EAST OF THE
 OF2635'ORLEANS-MONROE COUNTY LINE ROAD, AND 1.0 FEET WEST OF A NORTH-SOUTH
 OF2635'FENCE LINE.  IT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 OF2635'
 OF2635'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION, 30 FEET
 OF2635'WEST OF THE CENTER LINE OF THE ORLEANS-MONROE COUNTY LINE
 OF2635'ROAD, 6 FEET NORTH OF AN ELM TREE AND 2-1/2 FEET EAST OF A
 OF2635'NORTH-SOUTH FENCE.
 OF2635'
 OF2635'718 (N.Y. GEOD. S.), DESCRIBED BELOW, IS USED AS AN AZIMUTH MARK.
 OF2635'
 OF2635'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 OF2635
 OF2635                          STATION RECOVERY (1969)
 OF2635
 OF2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2635'THE STATION, REFERENCE MARK NUMBER 1 AND AZIMUTH MARK (718)
 OF2635'(NYGS) WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 OF2635'MARK NUMBER 2 WAS NOT FOUND AND PRESUMED TO HAVE BEEN
 OF2635'DESTROYED.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK AND
 OF2635'REFERENCE MARK 1 CHECKED WITH THE PREVIOUS DESCRIPTION.
 OF2635'
 OF2635'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 OF2635'
 OF2635'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF
 OF2635'CLARKSON, 3-1/4 MILES NORTHWEST OF REDMAN CORNERS, 1 MILE
 OF2635'SOUTH OF KENDALL MILLS AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 OF2635'
 OF2635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 104
 OF2635'AND STATE HIGHWAY 272, ABOUT 1-3/4 MILES NORTHWEST OF REDMAN
 OF2635'CORNERS, GO NORTH ON HIGHWAY 272 (ORLEANS-MONROE COUNTY ROAD)
 OF2635'FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OF2635'NORTH ON HIGHWAY 272 FOR 0.5 MILE TO THE STATION ON THE RIGHT
 OF2635'AS DESCRIBED.
 OF2635'
 OF2635'STATION MARK, STAMPED KENDALL 1939 IS A STANDARD DISK SET IN A
 OF2635'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 50 FEET
 OF2635'SOUTH OF A FENCE CORNER, 34 FEET EAST OF THE CENTER OF HIGHWAY
 OF2635'272, 1.7 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET WEST
 OF2635'OF A WIRE FENCE.
 OF2635'
 OF2635'RM 1, STAMPED KENDALL NO 1 1939 IS A STANDARD DISK SET IN A
 OF2635'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 55 FEET
 OF2635'WEST OF POWER POLE NUMBER 2751, 34.5 FEET EAST OF THE CENTER
 OF2635'OF HIGHWAY 272, 0.8 FOOT NORTH OF A METAL WITNESS POST AND
 OF2635'0.5 FOOT WEST OF A WIRE A FENCE.
 OF2635'
 OF2635'RM 3, STAMPED KENDALL NO 3 1939 1969 IS A STANDARD DISK SET
 OF2635'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 OF2635'40.5 FEET NORTH OF A FENCE CORNER, 29 FEET EAST OF THE CENTER
 OF2635'OF HIGHWAY 272, 8 FEET SOUTHWEST OF A 36-INCH ELM TREE AND 2
 OF2635'FEET SOUTH OF A METAL WITNESS POST.
 OF2635'
 OF2635'AZ MK (718) (NYGS), STAMPED 718 IS A STANDARD USC AND GS AND
 OF2635'NYGS DISK SET IN A 6 BY 6 INCH CONCRETE MONUMENT THAT PROJECTS
 OF2635'16 INCHES.  IT IS 107.5 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 OF2635'65.5 FEET NORTHEAST OF POWER POLE NUMBER 2904, 30 FEET WEST OF
 OF2635'THE CENTER OF HIGHWAY 272 AND 1.7 FEET EAST OF A METAL WITNESS
 OF2635'POST.
 OF2635'
 OF2635'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO BEING IN A FENCE LINE
 OF2635'AND 180 DEGREES APART.
 OF2635'
 OF2635'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 OF2635'
 OF2635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF2635'1 MILE SOUTH OF KENDALL MILLS.
 OF2635
 OF2635                          STATION RECOVERY (1977)
 OF2635
 OF2635'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2635'KENDALL RECOVERED IN GOOD CONDITION
 OF2635
 OF2635                          STATION RECOVERY (1994)
 OF2635
 OF2635'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2635'RECOVERED IN GOOD CONDITION.
 OF2635
 OF2635                          STATION RECOVERY (2001)
 OF2635
 OF2635'RECOVERY NOTE BY US POWER SQUADRON 2001 (VS)
 OF2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0354 ***********************************************************************
 NB0354  DESIGNATION -  72
 NB0354  PID         -  NB0354
 NB0354  STATE/COUNTY-  NY/CHEMUNG
 NB0354  USGS QUAD   -  ELMIRA (1969)
 NB0354
 NB0354                         *CURRENT SURVEY CONTROL
 NB0354  ___________________________________________________________________
 NB0354* NAD 83(1986)-  42 03 11.     (N)    076 48 32.     (W)     SCALED    
 NB0354* NAVD 88     -       268.925  (meters)     882.30   (feet)  ADJUSTED  
 NB0354  ___________________________________________________________________
 NB0354  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NB0354  DYNAMIC HT  -         268.823 (meters)     881.96  (feet)  COMP
 NB0354  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 NB0354
 NB0354  VERT ORDER  -  FIRST     CLASS II
 NB0354
 NB0354.The horizontal coordinates were scaled from a topographic map and have
 NB0354.an estimated accuracy of +/- 6 seconds.
 NB0354
 NB0354.The orthometric height was determined by differential leveling
 NB0354.and adjusted by the National Geodetic Survey in June 1991..
 NB0354
 NB0354.The geoid height was determined by GEOID03.
 NB0354
 NB0354.The dynamic height is computed by dividing the NAVD 88
 NB0354.geopotential number by the normal gravity value computed on the
 NB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0354.degrees latitude (g = 980.6199 gals.).
 NB0354
 NB0354.The modeled gravity was interpolated from observed gravity values.
 NB0354
 NB0354;                    North         East    Units  Estimated Accuracy
 NB0354;SPC NY C     -   228,010.      231,330.      MT  (+/- 180 meters Scaled)
 NB0354
 NB0354                          SUPERSEDED SURVEY CONTROL
 NB0354
 NB0354  NGVD 29 (??/??/92)  269.109  (m)          882.90   (f) ADJ UNCH    1 2
 NB0354
 NB0354.Superseded values are not recommended for survey control.
 NB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0354.See file dsdata.txt to determine how the superseded data were derived.
 NB0354
 NB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM503572(NAD 83)
 NB0354_MARKER: B = BOLT
 NB0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0354_SP_SET: BRIDGE
 NB0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0354
 NB0354  HISTORY     - Date     Condition        Report By
 NB0354  HISTORY     - UNK      MONUMENTED       PRR
 NB0354  HISTORY     - 1934     GOOD             NGS
 NB0354  HISTORY     - 1951     GOOD             NGS
 NB0354  HISTORY     - 1985     GOOD             USPSQD
 NB0354
 NB0354                          STATION DESCRIPTION
 NB0354
 NB0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0354'3.3 MI S FROM ELMIRA.
 NB0354'3.3 MILES SOUTH OF ELMIRA ON P.R.R. IN BRIDGE NO. 73.69 (120 FT.
 NB0354'SPAN STEEL BRIDGE.) WEST ABUTMENT SOUTH SIDE. 4 FT. SOUTH OF
 NB0354'SOUTH RAIL. 1 FT. BELOW TOP OF RAIL. COPPER BOLT.
 NB0354
 NB0354                          STATION RECOVERY (1951)
 NB0354
 NB0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NB0354'RECOVERED IN GOOD CONDITION.
 NB0354
 NB0354                          STATION RECOVERY (1985)
 NB0354
 NB0354'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0354'FROM INTERSECTION OF PENNA. AVE. (RT 328) AND BROADWAY FOLLOW
 NB0354'BROADWAY SOUTH .4 MILE TO ROAD ON LEFT FOLLOW ROAD TO CHEMUNG CO.
 NB0354'SOLID WASTE DISPOSAL TRANSFER STATION. FROM STATION FOLLOW ABANDONED
 NB0354'RAILROAD BED .3 MILE TO MARK SOUTHWEST ABUTMENT IS ALL THAT REMAINS
 NB0354'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1844 ***********************************************************************
 PH1844  DESIGNATION -  72 IWC WHALEN USLS
 PH1844  PID         -  PH1844
 PH1844  STATE/COUNTY-  NY/ST LAWRENCE
 PH1844  USGS QUAD   -  LOUISVILLE (1964)
 PH1844
 PH1844                         *CURRENT SURVEY CONTROL
 PH1844  ___________________________________________________________________
 PH1844* NAD 83(1996)-  44 56 10.44467(N)    075 01 56.06867(W)     ADJUSTED  
 PH1844* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PH1844  ___________________________________________________________________
 PH1844  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 PH1844  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 PH1844
 PH1844  HORZ ORDER  -  THIRD
 PH1844
 PH1844.The horizontal coordinates were established by classical geodetic methods
 PH1844.and adjusted by the National Geodetic Survey in January 1999..
 PH1844
 PH1844.The orthometric height was scaled from a topographic map.
 PH1844
 PH1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1844
 PH1844.The geoid height was determined by GEOID03.
 PH1844
 PH1844;                    North         East     Units Scale Factor Converg.
 PH1844;SPC NY E     -   677,926.418   107,992.136   MT  0.99992169   -0 22 33.4
 PH1844;SPC NY E     - 2,224,163.59    354,304.20   sFT  0.99992169   -0 22 33.4
 PH1844;UTM  18      - 4,975,867.421   497,456.076   MT  0.99960008   -0 01 22.0
 PH1844
 PH1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1844!SPC NY E     -   0.99999251  x   0.99992169  =   0.99991420
 PH1844!UTM  18      -   0.99999251  x   0.99960008  =   0.99959260
 PH1844
 PH1844:                Primary Azimuth Mark                     Grid Az
 PH1844:SPC NY E     -  INGLESIDE W T IBC                        024 34 32.8
 PH1844:UTM  18      -  INGLESIDE W T IBC                        024 13 21.4
 PH1844
 PH1844|---------------------------------------------------------------------|
 PH1844| PID    Reference Object                     Distance      Geod. Az  |
 PH1844|                                                           dddmmss.s |
 PH1844| PH2309 INGLESIDE W T IBC                   APPROX. 7.9 KM 0241159.4 |
 PH1844| PH1850 WILSON USLS                         APPROX. 1.7 KM 2480035.4 |
 PH1844| PH1845 REF MON 26 59                         7.167 METERS 26841     |
 PH1844|---------------------------------------------------------------------|
 PH1844
 PH1844                          SUPERSEDED SURVEY CONTROL
 PH1844
 PH1844  NAD 83(1986)-  44 56 10.44998(N)    075 01 56.07005(W) AD(       ) 3
 PH1844  NAD 27      -  44 56 10.27900(N)    075 01 57.36400(W) AD(       ) 3
 PH1844
 PH1844.Superseded values are not recommended for survey control.
 PH1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1844.See file dsdata.txt to determine how the superseded data were derived.
 PH1844
 PH1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9745675867(NAD 83)
 PH1844_MARKER: DD = SURVEY DISK
 PH1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1844+STABILITY: SURFACE MOTION
 PH1844
 PH1844  HISTORY     - Date     Condition        Report By
 PH1844  HISTORY     - 1872     MONUMENTED       IBWC
 PH1844  HISTORY     - 1963     GOOD             IBC
 PH1844
 PH1844                          STATION DESCRIPTION
 PH1844
 PH1844'DESCRIBED BY INT BDRY WTR COMM 1872
 PH1844'ON WILSON HILL ISLAND, ON THE NORTHERN POINT ABOUT MIDWAY ALONG THE
 PH1844'ISLAND.  IN AN OLD ROCKY PASTURE, ABOUT 40 FEET NORTH OF THE OLD
 PH1844'UNUSED RIVER ROAD, ABOUT 70 FEET SOUTH OF THE NEW RIVER ROAD, AND
 PH1844'ABOUT 45 FEET EAST OF A LINE OF TREES.
 PH1844'
 PH1844'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1844'BRONZE - DISK STATION MARK SET IN A CYLINDER OF CONCRETE PROJECTING
 PH1844'SLIGHTLY ABOVE GROUND LEVEL.  THE SUBSURFACE MARK IS A BRASS SCREW
 PH1844'EMBEDDED IN CONCRETE.
 PH1844
 PH1844                          STATION RECOVERY (1963)
 PH1844
 PH1844'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1844'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2310 ***********************************************************************
 OF2310  DESIGNATION -  721 5 MCGS 1969
 OF2310  PID         -  OF2310
 OF2310  STATE/COUNTY-  NY/MONROE
 OF2310  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2310
 OF2310                         *CURRENT SURVEY CONTROL
 OF2310  ___________________________________________________________________
 OF2310* NAD 83(1996)-  43 12 42.77986(N)    077 42 58.81618(W)     ADJUSTED  
 OF2310* NAVD 88     -       136.3    (meters)     447.     (feet)  VERTCON   
 OF2310  ___________________________________________________________________
 OF2310  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OF2310  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF2310
 OF2310  HORZ ORDER  -  SECOND
 OF2310
 OF2310.The horizontal coordinates were established by classical geodetic methods
 OF2310.and adjusted by the National Geodetic Survey in January 1999..
 OF2310
 OF2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2310
 OF2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2310
 OF2310.The geoid height was determined by GEOID03.
 OF2310
 OF2310;                    North         East     Units Scale Factor Converg.
 OF2310;SPC NY W     -   357,072.654   420,448.018   MT  0.99999853   +0 35 37.2
 OF2310;SPC NY W     - 1,171,495.87  1,379,419.87   sFT  0.99999853   +0 35 37.2
 OF2310;UTM  18      - 4,787,927.108   279,352.786   MT  1.00019894   -1 51 38.2
 OF2310
 OF2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2310!SPC NY W     -   0.99998421  x   0.99999853  =   0.99998274
 OF2310!UTM  18      -   0.99998421  x   1.00019894  =   1.00018315
 OF2310
 OF2310:                Primary Azimuth Mark                     Grid Az
 OF2310:SPC NY W     -  721 6 MCGS 1969                          100 37 13.5
 OF2310:UTM  18      -  721 6 MCGS 1969                          103 04 28.9
 OF2310
 OF2310|---------------------------------------------------------------------|
 OF2310| PID    Reference Object                     Distance      Geod. Az  |
 OF2310|                                                           dddmmss.s |
 OF2310| OF2302 721 6 MCGS 1969                     APPROX. 1.1 KM 1011250.7 |
 OF2310| OF2312 KNOX                                122.620 METERS 18831     |
 OF2310|---------------------------------------------------------------------|
 OF2310
 OF2310                          SUPERSEDED SURVEY CONTROL
 OF2310
 OF2310  NAD 83(1986)-  43 12 42.78698(N)    077 42 58.81469(W) AD(       ) 2
 OF2310  NAD 27      -  43 12 42.56552(N)    077 42 59.79494(W) AD(       ) 2
 OF2310  NGVD 29 (07/19/86)  136.5    (m)          448.     (f) VERT ANG       
 OF2310
 OF2310.Superseded values are not recommended for survey control.
 OF2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2310.See file dsdata.txt to determine how the superseded data were derived.
 OF2310
 OF2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7935387927(NAD 83)
 OF2310_MARKER: DD = SURVEY DISK
 OF2310_SETTING: 0 = UNSPECIFIED SETTING
 OF2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2310
 OF2310  HISTORY     - Date     Condition        Report By
 OF2310  HISTORY     - 1969     MONUMENTED       NY-055
 OF2310  HISTORY     - 1972     GOOD             NY-055
 OF2310
 OF2310                          STATION DESCRIPTION
 OF2310
 OF2310'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2310'IN GREECE, ALONG RIDGE ROAD WEST (RT 104) 400 FEET NORTH OF
 OF2310'STATION KNOX
 OF2310'
 OF2310'IN PAVED ISLAND IN CENTER OF RIDGE ROAD
 OF2310'
 OF2310'16.0 FEET EAST OF RANGE LINE OF FENCE
 OF2310'
 OF2310'ON WEST SIDE OF JOHN KNOX PRESBYTERIAN CHURCH
 OF2310'
 OF2310'22.8 FEET WEST OF EAST END OF PAVED ISLAND.
 OF2310'
 OF2310'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2310'DISK STAMPED 721-5 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT
 OF2310'AND IN A CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 OF2310
 OF2310                          STATION RECOVERY (1972)
 OF2310
 OF2310'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2310'PREVIOUS DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2302 ***********************************************************************
 OF2302  DESIGNATION -  721 6 MCGS 1969
 OF2302  PID         -  OF2302
 OF2302  STATE/COUNTY-  NY/MONROE
 OF2302  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2302
 OF2302                         *CURRENT SURVEY CONTROL
 OF2302  ___________________________________________________________________
 OF2302* NAD 83(1996)-  43 12 35.80344(N)    077 42 10.72879(W)     ADJUSTED  
 OF2302* NAVD 88     -       131.87   (+/-2cm)     432.6    (feet)  VERTCON   
 OF2302  ___________________________________________________________________
 OF2302  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 OF2302  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OF2302
 OF2302  HORZ ORDER  -  SECOND
 OF2302  VERT ORDER  -  THIRD ? (See Below)
 OF2302
 OF2302.The horizontal coordinates were established by classical geodetic methods
 OF2302.and adjusted by the National Geodetic Survey in January 1999..
 OF2302
 OF2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2302.The vertical order pertains to the NGVD 29 superseded value.
 OF2302
 OF2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2302
 OF2302.The geoid height was determined by GEOID03.
 OF2302
 OF2302;                    North         East     Units Scale Factor Converg.
 OF2302;SPC NY W     -   356,868.705   421,535.666   MT  1.00000043   +0 36 10.0
 OF2302;SPC NY W     - 1,170,826.74  1,382,988.26   sFT  1.00000043   +0 36 10.0
 OF2302;UTM  18      - 4,787,676.722   280,430.915   MT  1.00019310   -1 51 05.0
 OF2302
 OF2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2302!SPC NY W     -   0.99998491  x   1.00000043  =   0.99998534
 OF2302!UTM  18      -   0.99998491  x   1.00019310  =   1.00017801
 OF2302
 OF2302:                Primary Azimuth Mark                     Grid Az
 OF2302:SPC NY W     -  1709 MCGS 1972                           084 12 16.6
 OF2302:UTM  18      -  1709 MCGS 1972                           086 39 31.6
 OF2302
 OF2302|---------------------------------------------------------------------|
 OF2302| PID    Reference Object                     Distance      Geod. Az  |
 OF2302|                                                           dddmmss.s |
 OF2302| OF2318 1709 MCGS 1972                      426.994 METERS 0844826.6 |
 OF2302| OF2310 721 5 MCGS 1969                     APPROX. 1.1 KM 2811323.6 |
 OF2302|---------------------------------------------------------------------|
 OF2302
 OF2302                          SUPERSEDED SURVEY CONTROL
 OF2302
 OF2302  NAD 83(1986)-  43 12 35.81062(N)    077 42 10.72723(W) AD(       ) 2
 OF2302  NAD 27      -  43 12 35.58907(N)    077 42 11.70923(W) AD(       ) 2
 OF2302  NGVD 29 (07/19/86)  132.05   (m)          433.2    (f) LEVELING    3  
 OF2302
 OF2302.Superseded values are not recommended for survey control.
 OF2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2302.See file dsdata.txt to determine how the superseded data were derived.
 OF2302
 OF2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8043187677(NAD 83)
 OF2302_MARKER: DD = SURVEY DISK
 OF2302_SETTING: 0 = UNSPECIFIED SETTING
 OF2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2302
 OF2302  HISTORY     - Date     Condition        Report By
 OF2302  HISTORY     - 1969     MONUMENTED       NY-055
 OF2302  HISTORY     - 1972     GOOD             NY-055
 OF2302
 OF2302                          STATION DESCRIPTION
 OF2302
 OF2302'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2302'IN GREECE ALONG RIDGE ROAD WEST (RT 104)
 OF2302'
 OF2302'0.72 MILE EAST OF NORTH AVENUE
 OF2302'
 OF2302'0.35 MILE WEST OF LONG POND ROAD
 OF2302'
 OF2302'0.7 MILE EAST OF STATION KNOX 1969
 OF2302'
 OF2302'40.5 FEET SOUTH OF CENTER OF RIDGE ROAD WEST
 OF2302'
 OF2302'2.5 FEET WEST OF WEST EDGE OF 5-FOOT CONCRETE WALK
 OF2302'
 OF2302'21.5 FEET WEST OF MARINE MIDLAND SIGN POLE
 OF2302'
 OF2302'29.4 FEET NORTH OF NORTH EDGE OF CURB
 OF2302'
 OF2302'21.5 FEET NORTH EAST OF ALUMINUM LIGHT POLE
 OF2302'
 OF2302'68.0 FEET EAST OF TRAFFIC CONTROL POLE
 OF2302'
 OF2302'46.8 FEET SOUTHEAST OF POLE NO. RGE 106
 OF2302'
 OF2302'1.0 FEET WEST OF WEST RANGE LINE OF BANK BUILDING
 OF2302'
 OF2302'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2302'DISK STAMPED 721-6 IN THE TOP OF A CONCRETE POST COVERED 1 FOOT
 OF2302'AND IN A CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 OF2302
 OF2302                          STATION RECOVERY (1972)
 OF2302
 OF2302'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (JEG)
 OF2302'PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2512 ***********************************************************************
 OF2512  DESIGNATION -  728 MCGS 1969
 OF2512  PID         -  OF2512
 OF2512  STATE/COUNTY-  NY/MONROE
 OF2512  USGS QUAD   -  BROCKPORT (1978)
 OF2512
 OF2512                         *CURRENT SURVEY CONTROL
 OF2512  ___________________________________________________________________
 OF2512* NAD 83(1996)-  43 11 53.94952(N)    077 56 37.01516(W)     ADJUSTED  
 OF2512* NAVD 88     -       185.69   (+/-2cm)     609.2    (feet)  VERTCON   
 OF2512  ___________________________________________________________________
 OF2512  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 OF2512  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2512
 OF2512  HORZ ORDER  -  SECOND
 OF2512  VERT ORDER  -  THIRD ? (See Below)
 OF2512
 OF2512.The horizontal coordinates were established by classical geodetic methods
 OF2512.and adjusted by the National Geodetic Survey in January 1999..
 OF2512
 OF2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2512.The vertical order pertains to the NGVD 29 superseded value.
 OF2512
 OF2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2512
 OF2512.The geoid height was determined by GEOID03.
 OF2512
 OF2512;                    North         East     Units Scale Factor Converg.
 OF2512;SPC NY W     -   355,399.558   401,991.968   MT  0.99997074   +0 26 16.5
 OF2512;SPC NY W     - 1,166,006.72  1,318,868.65   sFT  0.99997074   +0 26 16.5
 OF2512;UTM  18      - 4,787,045.568   260,837.087   MT  1.00030369   -2 00 57.4
 OF2512;UTM  17      - 4,787,374.282   748,325.746   MT  1.00035865   +2 05 35.7
 OF2512
 OF2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2512!SPC NY W     -   0.99997643  x   0.99997074  =   0.99994717
 OF2512!UTM  18      -   0.99997643  x   1.00030369  =   1.00028011
 OF2512!UTM  17      -   0.99997643  x   1.00035865  =   1.00033507
 OF2512
 OF2512:                Primary Azimuth Mark                     Grid Az
 OF2512:SPC NY W     -  2500 MCGS 1971                           269 22 57.8
 OF2512:UTM  18      -  2500 MCGS 1971                           271 50 11.7
 OF2512:UTM  17      -  2500 MCGS 1971                           267 43 38.6
 OF2512
 OF2512|---------------------------------------------------------------------|
 OF2512| PID    Reference Object                     Distance      Geod. Az  |
 OF2512|                                                           dddmmss.s |
 OF2512| OF2525 2500 MCGS 1971                      APPROX. 0.9 KM 2694914.3 |
 OF2512| OF2528 4 1 131 NYSDOT 1971                 348.410 METERS 27215     |
 OF2512|---------------------------------------------------------------------|
 OF2512
 OF2512                          SUPERSEDED SURVEY CONTROL
 OF2512
 OF2512  NAD 83(1986)-  43 11 53.95617(N)    077 56 37.01389(W) AD(       ) 2
 OF2512  NAD 27      -  43 11 53.73883(N)    077 56 37.96546(W) AD(       ) 2
 OF2512  NGVD 29 (07/19/86)  185.86   (m)          609.8    (f) LEVELING    3  
 OF2512
 OF2512.Superseded values are not recommended for survey control.
 OF2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2512.See file dsdata.txt to determine how the superseded data were derived.
 OF2512
 OF2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6083787046(NAD 83)
 OF2512_MARKER: DD = SURVEY DISK
 OF2512_SETTING: 0 = UNSPECIFIED SETTING
 OF2512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2512
 OF2512  HISTORY     - Date     Condition        Report By
 OF2512  HISTORY     - 1969     MONUMENTED       NY-055
 OF2512  HISTORY     - 1971     GOOD             NY-055
 OF2512
 OF2512                          STATION DESCRIPTION
 OF2512
 OF2512'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2512'IN SWEDEN, AT INTERSECTION OF LAKE ROAD (RT. 19) AND
 OF2512'BROCKPORT-SPENCERPORT ROAD (RT. 31)
 OF2512'
 OF2512'0.7 MILE NORTHWEST OF STATION BROCKPORT 1875 IN SOUTHEAST
 OF2512'PAVEMENT RADIUS
 OF2512'
 OF2512'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 728 IN THE TOP OF
 OF2512'A CONCRETE POST 1.2 FEET BELOW GRADE, IN A CAST-IRON FRAME AND
 OF2512'COVER WHICH IS AT PAVEMENT GRADE.
 OF2512
 OF2512                          STATION RECOVERY (1971)
 OF2512
 OF2512'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2512'NEW DESCRIPTION FOLLOWS.
 OF2512'
 OF2512'IN SWEDEN, IN THE SE CORNER OF THE INTERSECTION OF LAKE ROAD
 OF2512'(RT 19) AND BROCKPORT-SPENCERPORT RD. (RT 31)
 OF2512'
 OF2512'20.8 FT S. OF CENTERLINE RT 31
 OF2512'
 OF2512'15.3 FT E. OF CENTERLINE LAKE ROAD
 OF2512'
 OF2512'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED 728
 OF2512'IN THE TOP OF A CONCRETE POST COVERED 1.0 FT. AND IN A CAST
 OF2512'IRON FRAME AND COVER WHICH IS AT PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0064 ***********************************************************************
 NA0064  DESIGNATION -  73 B
 NA0064  PID         -  NA0064
 NA0064  STATE/COUNTY-  NY/SCHENECTADY
 NA0064  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0064
 NA0064                         *CURRENT SURVEY CONTROL
 NA0064  ___________________________________________________________________
 NA0064* NAD 83(1986)-  42 53 39.     (N)    074 04 32.     (W)     SCALED    
 NA0064* NAVD 88     -        79.665  (meters)     261.37   (feet)  ADJUSTED  
 NA0064  ___________________________________________________________________
 NA0064  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA0064  DYNAMIC HT  -          79.644 (meters)     261.30  (feet)  COMP
 NA0064  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 NA0064
 NA0064  VERT ORDER  -  FIRST     CLASS II
 NA0064
 NA0064.The horizontal coordinates were scaled from a topographic map and have
 NA0064.an estimated accuracy of +/- 6 seconds.
 NA0064
 NA0064.The orthometric height was determined by differential leveling
 NA0064.and adjusted by the National Geodetic Survey in June 1991..
 NA0064
 NA0064.The geoid height was determined by GEOID03.
 NA0064
 NA0064.The dynamic height is computed by dividing the NAVD 88
 NA0064.geopotential number by the normal gravity value computed on the
 NA0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0064.degrees latitude (g = 980.6199 gals.).
 NA0064
 NA0064.The modeled gravity was interpolated from observed gravity values.
 NA0064
 NA0064;                    North         East    Units  Estimated Accuracy
 NA0064;SPC NY E     -   451,000.      184,670.      MT  (+/- 180 meters Scaled)
 NA0064
 NA0064                          SUPERSEDED SURVEY CONTROL
 NA0064
 NA0064  NGVD 29 (??/??/92)   79.823  (m)          261.89   (f) ADJ UNCH    1 2
 NA0064
 NA0064.Superseded values are not recommended for survey control.
 NA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0064.See file dsdata.txt to determine how the superseded data were derived.
 NA0064
 NA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN754494(NAD 83)
 NA0064_MARKER: B = BOLT
 NA0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0064+STABILITY: SURFACE MOTION
 NA0064
 NA0064  HISTORY     - Date     Condition        Report By
 NA0064  HISTORY     - UNK      MONUMENTED       NY-057
 NA0064  HISTORY     - 1931     GOOD             NGS
 NA0064  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NA0064
 NA0064                          STATION DESCRIPTION
 NA0064
 NA0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 NA0064'0.2 MI E FROM HOFFMANS STATION.
 NA0064'ON THE ROADBED OF THE NEW YORK CENTRAL.  5 FEET NORTHEAST OF MILEPOST
 NA0064'N.Y. 169 AND 5 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK. ABOUT 1 FOOT
 NA0064'BELOW LEVEL OF TRACK. (THIS MARK IS A NEW YORK STATE CANAL BASE LINE
 NA0064'MONUMENT STATION 1814 + 34).
 NA0064
 NA0064                          STATION RECOVERY (1998)
 NA0064
 NA0064'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0723 ***********************************************************************
 PG0723  DESIGNATION -  73 DHRR
 PG0723  PID         -  PG0723
 PG0723  STATE/COUNTY-  NY/ESSEX
 PG0723  USGS QUAD   -  
 PG0723
 PG0723                         *CURRENT SURVEY CONTROL
 PG0723  ___________________________________________________________________
 PG0723* NAD 83(1986)-  44 18 23.     (N)    073 23 28.     (W)     SCALED    
 PG0723* NAVD 88     -        83.628  (meters)     274.37   (feet)  ADJUSTED  
 PG0723  ___________________________________________________________________
 PG0723  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PG0723  DYNAMIC HT  -          83.617 (meters)     274.33  (feet)  COMP
 PG0723  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PG0723
 PG0723  VERT ORDER  -  FIRST     CLASS I
 PG0723
 PG0723.The horizontal coordinates were scaled from a topographic map and have
 PG0723.an estimated accuracy of +/- 6 seconds.
 PG0723
 PG0723.The orthometric height was determined by differential leveling
 PG0723.and adjusted by the National Geodetic Survey in June 1991..
 PG0723.WARNING-Repeat measurements at this control monument indicate possible
 PG0723.vertical movement.
 PG0723
 PG0723.The geoid height was determined by GEOID03.
 PG0723
 PG0723.The dynamic height is computed by dividing the NAVD 88
 PG0723.geopotential number by the normal gravity value computed on the
 PG0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0723.degrees latitude (g = 980.6199 gals.).
 PG0723
 PG0723.The modeled gravity was interpolated from observed gravity values.
 PG0723
 PG0723;                    North         East    Units  Estimated Accuracy
 PG0723;SPC NY E     -   608,400.      238,470.      MT  (+/- 180 meters Scaled)
 PG0723
 PG0723                          SUPERSEDED SURVEY CONTROL
 PG0723
 PG0723  NGVD 29 (??/??/??)   83.754  (m)          274.78   (f) ADJUSTED    1 1
 PG0723
 PG0723.Superseded values are not recommended for survey control.
 PG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0723.See file dsdata.txt to determine how the superseded data were derived.
 PG0723
 PG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ283071(NAD 83)
 PG0723_MARKER: B = BOLT
 PG0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0723_SP_SET: SEMAPHORE
 PG0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0723
 PG0723  HISTORY     - Date     Condition        Report By
 PG0723  HISTORY     - UNK      MONUMENTED       DHRR
 PG0723  HISTORY     - 1973     GOOD             NGS
 PG0723
 PG0723                          STATION DESCRIPTION
 PG0723
 PG0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0723'4.85 MI S FROM WILLSBORO.
 PG0723'ABOUT 4.85 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0723'STATION AT WILLSBORO, ABOUT 0.35 MILES NORTH OF MILEPOST A 137-RP 54,
 PG0723'266 FEET NORTH OF CENTER OF CROSSING WITH STATE HIGHWAY 22 (FORMERLY
 PG0723'SITE OF ESSEX STATION) 9.5 FEET EAST OF THE EAST RAIL, TOP OF
 PG0723'NORTHWEST ANCHOR BOLT OF SEMAPHORE 137.1, AND PROJECTING 1.7 FEET
 PG0723'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1149 ***********************************************************************
 PG1149  DESIGNATION -  734 USGS
 PG1149  PID         -  PG1149
 PG1149  STATE/COUNTY-  NY/CLINTON
 PG1149  USGS QUAD   -  DANNEMORA (1966)
 PG1149
 PG1149                         *CURRENT SURVEY CONTROL
 PG1149  ___________________________________________________________________
 PG1149* NAD 83(1986)-  44 42 06.     (N)    073 37 44.     (W)     SCALED    
 PG1149* NAVD 88     -       223.828  (meters)     734.34   (feet)  ADJUSTED  
 PG1149  ___________________________________________________________________
 PG1149  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PG1149  DYNAMIC HT  -         223.809 (meters)     734.28  (feet)  COMP
 PG1149  MODELED GRAV-     980,529.1   (mgal)                       NAVD 88
 PG1149
 PG1149  VERT ORDER  -  SECOND    CLASS 0
 PG1149
 PG1149.The horizontal coordinates were scaled from a topographic map and have
 PG1149.an estimated accuracy of +/- 6 seconds.
 PG1149
 PG1149.The orthometric height was determined by differential leveling
 PG1149.and adjusted by the National Geodetic Survey in June 1991..
 PG1149
 PG1149.The geoid height was determined by GEOID03.
 PG1149
 PG1149.The dynamic height is computed by dividing the NAVD 88
 PG1149.geopotential number by the normal gravity value computed on the
 PG1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1149.degrees latitude (g = 980.6199 gals.).
 PG1149
 PG1149.The modeled gravity was interpolated from observed gravity values.
 PG1149
 PG1149;                    North         East    Units  Estimated Accuracy
 PG1149;SPC NY E     -   652,090.      219,030.      MT  (+/- 180 meters Scaled)
 PG1149
 PG1149                          SUPERSEDED SURVEY CONTROL
 PG1149
 PG1149  NGVD 29 (??/??/??)  223.921  (m)          734.65   (f) ADJUSTED    2 0
 PG1149
 PG1149.Superseded values are not recommended for survey control.
 PG1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1149.See file dsdata.txt to determine how the superseded data were derived.
 PG1149
 PG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ086507(NAD 83)
 PG1149_MARKER: DD = SURVEY DISK
 PG1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1149_SP_SET: CULVERT
 PG1149_STAMPING: 734 FT. NEW YORK
 PG1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1149
 PG1149  HISTORY     - Date     Condition        Report By
 PG1149  HISTORY     - UNK      MONUMENTED       USGS
 PG1149  HISTORY     - 1935     GOOD             CGS
 PG1149
 PG1149                          STATION DESCRIPTION
 PG1149
 PG1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1149'0.3 MI W FROM CADYVILLE.
 PG1149'IS LOCATED 0.3 OF MILE WEST OF STATION AT CADYVILLE.  7 FEET NORTH OF
 PG1149'CENTERLINE OF TRACK.  5 FEET EAST OF POINT OF SWITCH AT WEST END OF
 PG1149'PASSING TRACK LIMIT.  STANDARD TABLET SET IN WEST END OF CONCRETE
 PG1149'CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1513 ***********************************************************************
 OE1513  DESIGNATION -  738
 OE1513  PID         -  OE1513
 OE1513  STATE/COUNTY-  NY/LEWIS
 OE1513  USGS QUAD   -  CARTHAGE (1980)
 OE1513
 OE1513                         *CURRENT SURVEY CONTROL
 OE1513  ___________________________________________________________________
 OE1513* NAD 83(1986)-  43 53 08.     (N)    075 30 38.     (W)     SCALED    
 OE1513* NAVD 88     -       224.961  (meters)     738.06   (feet)  ADJUSTED  
 OE1513  ___________________________________________________________________
 OE1513  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 OE1513  DYNAMIC HT  -         224.918 (meters)     737.92  (feet)  COMP
 OE1513  MODELED GRAV-     980,420.9   (mgal)                       NAVD 88
 OE1513
 OE1513  VERT ORDER  -  FIRST     CLASS II
 OE1513
 OE1513.The horizontal coordinates were scaled from a topographic map and have
 OE1513.an estimated accuracy of +/- 6 seconds.
 OE1513
 OE1513.The orthometric height was determined by differential leveling
 OE1513.and adjusted by the National Geodetic Survey in June 1991..
 OE1513
 OE1513.The geoid height was determined by GEOID03.
 OE1513
 OE1513.The dynamic height is computed by dividing the NAVD 88
 OE1513.geopotential number by the normal gravity value computed on the
 OE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1513.degrees latitude (g = 980.6199 gals.).
 OE1513
 OE1513.The modeled gravity was interpolated from observed gravity values.
 OE1513
 OE1513;                    North         East    Units  Estimated Accuracy
 OE1513;SPC NY C     -   432,110.      336,200.      MT  (+/- 180 meters Scaled)
 OE1513
 OE1513                          SUPERSEDED SURVEY CONTROL
 OE1513
 OE1513  NGVD 29 (??/??/92)  225.069  (m)          738.41   (f) ADJ UNCH    1 2
 OE1513
 OE1513.Superseded values are not recommended for survey control.
 OE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1513.See file dsdata.txt to determine how the superseded data were derived.
 OE1513
 OE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP589592(NAD 83)
 OE1513_MARKER: DD = SURVEY DISK
 OE1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1513_SP_SET: BRIDGE
 OE1513_STAMPING: 738 A 1900
 OE1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1513
 OE1513  HISTORY     - Date     Condition        Report By
 OE1513  HISTORY     - 1900     MONUMENTED       USGS
 OE1513  HISTORY     - 1942     GOOD             NGS
 OE1513  HISTORY     - 19950508 GOOD             USPSQD
 OE1513  HISTORY     - 19990822 GOOD             USPSQD
 OE1513
 OE1513                          STATION DESCRIPTION
 OE1513
 OE1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1513'IN CASTERLAND.
 OE1513'BENCH MARK IS ABOUT 1600.0 FEET SOUTH OF THE NEW YORK CENTRAL RAILROAD
 OE1513'STATION AT CASTERLAND, AT BRIDGE OVER SNAKE CREEK IN THE TOP OF THE
 OE1513'WEST SIDE OF THE NORTH ABUTMENT.
 OE1513
 OE1513                          STATION RECOVERY (1995)
 OE1513
 OE1513'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE1513'RECOVERED IN GOOD CONDITION.
 OE1513
 OE1513                          STATION RECOVERY (1999)
 OE1513
 OE1513'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2492 ***********************************************************************
 OF2492  DESIGNATION -  738 20
 OF2492  PID         -  OF2492
 OF2492  STATE/COUNTY-  NY/MONROE
 OF2492  USGS QUAD   -  BROCKPORT (1978)
 OF2492
 OF2492                         *CURRENT SURVEY CONTROL
 OF2492  ___________________________________________________________________
 OF2492* NAD 83(1996)-  43 13 12.90896(N)    077 58 00.92430(W)     ADJUSTED  
 OF2492* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 OF2492  ___________________________________________________________________
 OF2492  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OF2492  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2492
 OF2492  HORZ ORDER  -  SECOND
 OF2492
 OF2492.The horizontal coordinates were established by classical geodetic methods
 OF2492.and adjusted by the National Geodetic Survey in January 1999..
 OF2492
 OF2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2492
 OF2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2492
 OF2492.The geoid height was determined by GEOID03.
 OF2492
 OF2492;                    North         East     Units Scale Factor Converg.
 OF2492;SPC NY W     -   357,821.906   400,079.690   MT  0.99996834   +0 25 19.7
 OF2492;SPC NY W     - 1,173,954.04  1,312,594.78   sFT  0.99996834   +0 25 19.7
 OF2492;UTM  18      - 4,789,548.434   259,029.683   MT  1.00031436   -2 01 57.9
 OF2492;UTM  17      - 4,789,741.275   746,343.519   MT  1.00034658   +2 04 41.2
 OF2492
 OF2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2492!SPC NY W     -   0.99998213  x   0.99996834  =   0.99995047
 OF2492!UTM  18      -   0.99998213  x   1.00031436  =   1.00029648
 OF2492!UTM  17      -   0.99998213  x   1.00034658  =   1.00032870
 OF2492
 OF2492:                Primary Azimuth Mark                     Grid Az
 OF2492:SPC NY W     -  BROCKPORT ROCHESTER TEL MAST             106 10 09.5
 OF2492:UTM  18      -  BROCKPORT ROCHESTER TEL MAST             108 37 27.1
 OF2492:UTM  17      -  BROCKPORT ROCHESTER TEL MAST             104 30 48.0
 OF2492
 OF2492|---------------------------------------------------------------------|
 OF2492| PID    Reference Object                     Distance      Geod. Az  |
 OF2492|                                                           dddmmss.s |
 OF2492| OF2493 BROCKPORT ROCHESTER TEL MAST        APPROX. 2.3 KM 1063529.2 |
 OF2492| OF2548 738 20 ECC                            2.703 METERS 27221     |
 OF2492|---------------------------------------------------------------------|
 OF2492
 OF2492                          SUPERSEDED SURVEY CONTROL
 OF2492
 OF2492  NAD 83(1986)-  43 13 12.91560(N)    077 58 00.92315(W) AD(       ) 2
 OF2492  NAD 27      -  43 13 12.70044(N)    077 58 01.87038(W) AD(       ) 2
 OF2492  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG       
 OF2492
 OF2492.Superseded values are not recommended for survey control.
 OF2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2492.See file dsdata.txt to determine how the superseded data were derived.
 OF2492
 OF2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5903089548(NAD 83)
 OF2492_MARKER: DD = SURVEY DISK
 OF2492_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2492
 OF2492  HISTORY     - Date     Condition        Report By
 OF2492  HISTORY     - 1969     MONUMENTED       NY-055
 OF2492  HISTORY     - 1974     GOOD             NY-055
 OF2492
 OF2492                          STATION DESCRIPTION
 OF2492
 OF2492'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2492'IN CLARKSON, AT INTERSECTION OF CLARKSON SWEDEN TOWNLINE ROAD AND
 OF2492'REDMAN ROAD
 OF2492'
 OF2492'22.0 FEET EAST OF THE CENTERLINE OF REDMAN ROAD
 OF2492'
 OF2492'97.6 FEET NORTH OF CENTER OF CLARKSON-SWEDEN TOWN LINE ROAD
 OF2492'
 OF2492'0.83 MILE NORTHWEST OF STATION HOLLEY 1969
 OF2492'
 OF2492'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2492'STAMPED 738-20 IN THE TOP OF A CONCRETE POST.  1 FOOT BELOW GRADE
 OF2492
 OF2492                          STATION RECOVERY (1974)
 OF2492
 OF2492'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2492'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2491 ***********************************************************************
 OF2491  DESIGNATION -  738 21
 OF2491  PID         -  OF2491
 OF2491  STATE/COUNTY-  NY/MONROE
 OF2491  USGS QUAD   -  BROCKPORT (1978)
 OF2491
 OF2491                         *CURRENT SURVEY CONTROL
 OF2491  ___________________________________________________________________
 OF2491* NAD 83(1996)-  43 13 44.31927(N)    077 58 01.32771(W)     ADJUSTED  
 OF2491* NAVD 88     -       142.0    (meters)     466.     (feet)  VERTCON   
 OF2491  ___________________________________________________________________
 OF2491  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 OF2491  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF2491
 OF2491  HORZ ORDER  -  SECOND
 OF2491
 OF2491.The horizontal coordinates were established by classical geodetic methods
 OF2491.and adjusted by the National Geodetic Survey in January 1999..
 OF2491
 OF2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2491
 OF2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2491
 OF2491.The geoid height was determined by GEOID03.
 OF2491
 OF2491;                    North         East     Units Scale Factor Converg.
 OF2491;SPC NY W     -   358,791.114   400,063.445   MT  0.99996832   +0 25 19.6
 OF2491;SPC NY W     - 1,177,133.85  1,312,541.49   sFT  0.99996832   +0 25 19.6
 OF2491;UTM  18      - 4,790,517.783   259,054.979   MT  1.00031421   -2 01 59.3
 OF2491;UTM  17      - 4,790,709.974   746,299.254   MT  1.00034631   +2 04 42.1
 OF2491
 OF2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2491!SPC NY W     -   0.99998329  x   0.99996832  =   0.99995161
 OF2491!UTM  18      -   0.99998329  x   1.00031421  =   1.00029750
 OF2491!UTM  17      -   0.99998329  x   1.00034631  =   1.00032960
 OF2491
 OF2491:                Primary Azimuth Mark                     Grid Az
 OF2491:SPC NY W     -  738 20                                   179 02 23.1
 OF2491:UTM  18      -  738 20                                   181 29 42.0
 OF2491:UTM  17      -  738 20                                   177 23 00.6
 OF2491
 OF2491|---------------------------------------------------------------------|
 OF2491| PID    Reference Object                     Distance      Geod. Az  |
 OF2491|                                                           dddmmss.s |
 OF2491| OF2492 738 20                              APPROX. 1.0 KM 1792742.7 |
 OF2491|---------------------------------------------------------------------|
 OF2491
 OF2491                          SUPERSEDED SURVEY CONTROL
 OF2491
 OF2491  NAD 83(1986)-  43 13 44.32590(N)    077 58 01.32660(W) AD(       ) 2
 OF2491  NAD 27      -  43 13 44.11114(N)    077 58 02.27315(W) AD(       ) 2
 OF2491  NGVD 29 (07/19/86)  142.2    (m)          467.     (f) VERT ANG       
 OF2491
 OF2491.Superseded values are not recommended for survey control.
 OF2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2491.See file dsdata.txt to determine how the superseded data were derived.
 OF2491
 OF2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5905590518(NAD 83)
 OF2491_MARKER: DD = SURVEY DISK
 OF2491_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2491
 OF2491  HISTORY     - Date     Condition        Report By
 OF2491  HISTORY     - 1969     MONUMENTED       CGS
 OF2491  HISTORY     - 1974     GOOD             NY-055
 OF2491
 OF2491                          STATION DESCRIPTION
 OF2491
 OF2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2491'IN CLARKSON, ALONG REDMAN ROAD
 OF2491'
 OF2491'0.6 MILE NORTH OF CLARKSON-SWEDEN TOWNLINE ROAD
 OF2491'
 OF2491'0.1 MILE SOUTH OF EDMONDS ROAD ON SOUTH RANGE OF PORCH OF HOUSE
 OF2491'NO. 4065
 OF2491'
 OF2491'16.3 FEET WEST OF THE CENTERLINE OF REDMAN ROAD
 OF2491'
 OF2491'49.3 FEET NORTHWEST OF POLE TE158-4, RTC 21-22
 OF2491'
 OF2491'14.6 FEET NORTHEAST OF A 24-INCH MAPLE TREE
 OF2491'
 OF2491'32.8 FEET SOUTH OF CENTER OF SIDEWALK
 OF2491'
 OF2491'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2491'STAMPED 738-21 IN THE TOP OF A CONCRETE POST COVERED 0.8 FEET.
 OF2491
 OF2491                          STATION RECOVERY (1974)
 OF2491
 OF2491'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2491'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2497 ***********************************************************************
 OF2497  DESIGNATION -  738 5 MCGS 1969
 OF2497  PID         -  OF2497
 OF2497  STATE/COUNTY-  NY/MONROE
 OF2497  USGS QUAD   -  BROCKPORT (1978)
 OF2497
 OF2497                         *CURRENT SURVEY CONTROL
 OF2497  ___________________________________________________________________
 OF2497* NAD 83(1996)-  43 13 11.82868(N)    077 57 30.05657(W)     ADJUSTED  
 OF2497* NAVD 88     -       151.8    (meters)     498.     (feet)  VERTCON   
 OF2497  ___________________________________________________________________
 OF2497  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF2497  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2497
 OF2497  HORZ ORDER  -  SECOND
 OF2497
 OF2497.The horizontal coordinates were established by classical geodetic methods
 OF2497.and adjusted by the National Geodetic Survey in January 1999..
 OF2497
 OF2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2497
 OF2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2497
 OF2497.The geoid height was determined by GEOID03.
 OF2497
 OF2497;                    North         East     Units Scale Factor Converg.
 OF2497;SPC NY W     -   357,793.739   400,776.558   MT  0.99996920   +0 25 40.8
 OF2497;SPC NY W     - 1,173,861.63  1,314,881.09   sFT  0.99996920   +0 25 40.8
 OF2497;UTM  18      - 4,789,490.424   259,724.944   MT  1.00031024   -2 01 36.6
 OF2497;UTM  17      - 4,789,733.254   747,041.175   MT  1.00035081   +2 05 02.3
 OF2497
 OF2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2497!SPC NY W     -   0.99998175  x   0.99996920  =   0.99995095
 OF2497!UTM  18      -   0.99998175  x   1.00031024  =   1.00029198
 OF2497!UTM  17      -   0.99998175  x   1.00035081  =   1.00033255
 OF2497
 OF2497:                Primary Azimuth Mark                     Grid Az
 OF2497:SPC NY W     -  738 20                                   272 18 52.7
 OF2497:UTM  18      -  738 20                                   274 46 10.1
 OF2497:UTM  17      -  738 20                                   270 39 31.2
 OF2497
 OF2497|---------------------------------------------------------------------|
 OF2497| PID    Reference Object                     Distance      Geod. Az  |
 OF2497|                                                           dddmmss.s |
 OF2497| OF2492 738 20                              APPROX. 0.7 KM 2724433.5 |
 OF2497|---------------------------------------------------------------------|
 OF2497
 OF2497                          SUPERSEDED SURVEY CONTROL
 OF2497
 OF2497  NAD 83(1986)-  43 13 11.83534(N)    077 57 30.05543(W) AD(       ) 2
 OF2497  NAD 27      -  43 13 11.61868(N)    077 57 31.00494(W) AD(       ) 2
 OF2497  NGVD 29 (07/19/86)  152.0    (m)          499.     (f) VERT ANG       
 OF2497
 OF2497.Superseded values are not recommended for survey control.
 OF2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2497.See file dsdata.txt to determine how the superseded data were derived.
 OF2497
 OF2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5972589490(NAD 83)
 OF2497_MARKER: DD = SURVEY DISK
 OF2497_SETTING: 0 = UNSPECIFIED SETTING
 OF2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2497
 OF2497  HISTORY     - Date     Condition        Report By
 OF2497  HISTORY     - 1969     MONUMENTED       NYGS
 OF2497
 OF2497                          STATION DESCRIPTION
 OF2497
 OF2497'DESCRIBED BY NEW YORK GEODETIC SURVEY 1969 (GWM)
 OF2497'IN SWEDEN, ALONG CLARKSON SWEDEN TOWNLINE ROAD
 OF2497'
 OF2497'0.4 MILE EAST OF REDMAN ROAD
 OF2497'
 OF2497'NEAR PROPERTY LINE AT NORTHEAST CORNER OF YARD OF HOUSE NO. 467
 OF2497'
 OF2497'28.4 FEET EAST OF THE CENTERLINE OF DRIVEWAY
 OF2497'
 OF2497'23.0 FEET SOUTH OF CENTERLINE OF CLARKSON-SWEDEN TOWNLINE ROAD
 OF2497'
 OF2497'9.0 FEET NORTH OF CONCRETE POST
 OF2497'
 OF2497'1.0 FEET SOUTH OF SOUTH EDGE OF GUTTER
 OF2497'
 OF2497'0.6 MILE NORTH, NORTHWEST OF STATION HOLLEY 1969
 OF2497'
 OF2497'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2497'STAMPED 738-5 IN THE TOP OF A CONCRETE POST COVERED 0.5 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0584 ***********************************************************************
 KU0584  DESIGNATION -  74
 KU0584  PID         -  KU0584
 KU0584  STATE/COUNTY-  NY/SUFFOLK
 KU0584  USGS QUAD   -  AMITYVILLE (1979)
 KU0584
 KU0584                         *CURRENT SURVEY CONTROL
 KU0584  ___________________________________________________________________
 KU0584* NAD 83(1986)-  40 43 58.     (N)    073 26 37.     (W)     SCALED    
 KU0584* NAVD 88     -        22.123  (meters)      72.58   (feet)  ADJUSTED  
 KU0584  ___________________________________________________________________
 KU0584  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU0584  DYNAMIC HT  -          22.114 (meters)      72.55  (feet)  COMP
 KU0584  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 KU0584
 KU0584  VERT ORDER  -  SECOND    CLASS 0
 KU0584
 KU0584.The horizontal coordinates were scaled from a topographic map and have
 KU0584.an estimated accuracy of +/- 6 seconds.
 KU0584
 KU0584.The orthometric height was determined by differential leveling
 KU0584.and adjusted by the National Geodetic Survey in June 1991..
 KU0584
 KU0584.The geoid height was determined by GEOID03.
 KU0584
 KU0584.The dynamic height is computed by dividing the NAVD 88
 KU0584.geopotential number by the normal gravity value computed on the
 KU0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0584.degrees latitude (g = 980.6199 gals.).
 KU0584
 KU0584.The modeled gravity was interpolated from observed gravity values.
 KU0584
 KU0584;                    North         East    Units  Estimated Accuracy
 KU0584;SPC NY L     -    63,010.      347,000.      MT  (+/- 180 meters Scaled)
 KU0584
 KU0584                          SUPERSEDED SURVEY CONTROL
 KU0584
 KU0584  NGVD 29 (??/??/92)   22.494  (m)           73.80   (f) ADJ UNCH    2 0
 KU0584
 KU0584.Superseded values are not recommended for survey control.
 KU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0584.See file dsdata.txt to determine how the superseded data were derived.
 KU0584
 KU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL314102(NAD 83)
 KU0584_MARKER: DB = BENCH MARK DISK
 KU0584_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KU0584_SP_SET: WALL
 KU0584_STAMPING: WILLETS PT 1901 73.799
 KU0584_MARK LOGO: USGS  
 KU0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0584+STABILITY: SURFACE MOTION
 KU0584
 KU0584  HISTORY     - Date     Condition        Report By
 KU0584  HISTORY     - 1901     MONUMENTED       USGS
 KU0584  HISTORY     - 1950     GOOD             NGS
 KU0584  HISTORY     - 19891220 GOOD             SBAS
 KU0584  HISTORY     - 1991     GOOD             USPSQD
 KU0584
 KU0584                          STATION DESCRIPTION
 KU0584
 KU0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0584'AT FARMINGDALE.
 KU0584'ON CONKLIN STREET, ABOUT 1/2 BLOCK WEST OF INTERSECTION OF
 KU0584'CHERRY STREET, OPPOSITE THE SOUTH END OF ELIZABETH ST, AT A
 KU0584'CATHOLIC CHURCH, IN THE NORTH WALL, 1 FOOT FROM THE NORTHEAST
 KU0584'CORNER OF THE BUILDING, AND ABOUT 2-1/2 FEET BELOW THE CORNERSTONE
 KU0584'(THE CORNERSTONE IS MARKED AD 1897) A USGS STANDARD DISK, STAMPED
 KU0584'73.799 WILLETS PT 1901 AND SET VERTICALLY.
 KU0584
 KU0584                          STATION RECOVERY (1989)
 KU0584
 KU0584'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1989
 KU0584'RECOVERED IN GOOD CONDITION.
 KU0584
 KU0584                          STATION RECOVERY (1991)
 KU0584
 KU0584'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0801 ***********************************************************************
 PH0801  DESIGNATION -  74
 PH0801  PID         -  PH0801
 PH0801  STATE/COUNTY-  NY/ST LAWRENCE
 PH0801  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0801
 PH0801                         *CURRENT SURVEY CONTROL
 PH0801  ___________________________________________________________________
 PH0801* NAD 83(1986)-  44 50 13.     (N)    075 17 36.     (W)     SCALED    
 PH0801* NAVD 88     -        77.64   (+/-2cm)     254.7    (feet)  VERTCON   
 PH0801  ___________________________________________________________________
 PH0801  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 PH0801
 PH0801  VERT ORDER  -  ? (See Below)
 PH0801
 PH0801.The horizontal coordinates were scaled from a topographic map and have
 PH0801.an estimated accuracy of +/- 6 seconds.
 PH0801
 PH0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0801.The vertical order pertains to the NGVD 29 superseded value.
 PH0801
 PH0801.The geoid height was determined by GEOID03.
 PH0801
 PH0801;                    North         East    Units  Estimated Accuracy
 PH0801;SPC NY E     -   667,060.       87,280.      MT  (+/- 180 meters Scaled)
 PH0801
 PH0801                          SUPERSEDED SURVEY CONTROL
 PH0801
 PH0801  NGVD 29 (??/??/92)   77.758  (m)          255.11   (f) ADJ UNCH    ?  
 PH0801
 PH0801.Superseded values are not recommended for survey control.
 PH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0801.See file dsdata.txt to determine how the superseded data were derived.
 PH0801
 PH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ768648(NAD 83)
 PH0801_MARKER: Z = SEE DESCRIPTION
 PH0801_SETTING: 80 = SET IN A BOULDER
 PH0801_SP_SET: BOULDER
 PH0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0801+STABILITY: SURFACE MOTION
 PH0801
 PH0801  HISTORY     - Date     Condition        Report By
 PH0801  HISTORY     - UNK      MONUMENTED       USLS
 PH0801  HISTORY     - 1934     GOOD             NGS
 PH0801  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0801
 PH0801                          STATION DESCRIPTION
 PH0801
 PH0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0801'4.8 MI SW FROM WADDINGTON.
 PH0801'ABOUT 4.8 MILES SOUTHWEST OF WADDINGTON, ST. LAWRENCE COUNTY, ON RIVER
 PH0801'ROAD, ABOUT 314 FEET EAST OF THE EAST CORNER OF THE DAN MCMAHON HOUSE,
 PH0801'15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST OF
 PH0801'THE SOUTHEAST ROAD FENCE, AND CUT ON THE TOP OF THE WEST END OF A
 PH0801'4-1/2- BY 5-FOOT BOULDER ABOUT 2 FEET HIGH.  THE TOP OF A ROUND KNOB
 PH0801'JUST SOUTH OF THE CHISELED FIGURES 74.
 PH0801
 PH0801                          STATION RECOVERY (1989)
 PH0801
 PH0801'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1001 ***********************************************************************
 PH1001  DESIGNATION -  74 A SUB
 PH1001  PID         -  PH1001
 PH1001  STATE/COUNTY-  NY/ST LAWRENCE
 PH1001  USGS QUAD   -  LOUISVILLE (1964)
 PH1001
 PH1001                         *CURRENT SURVEY CONTROL
 PH1001  ___________________________________________________________________
 PH1001* NAD 83(1986)-  44 55 22.     (N)    075 03 41.     (W)     SCALED    
 PH1001* NAVD 88     -        72.411  (meters)     237.57   (feet)  ADJUSTED  
 PH1001  ___________________________________________________________________
 PH1001  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 PH1001  DYNAMIC HT  -          72.409 (meters)     237.56  (feet)  COMP
 PH1001  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 PH1001
 PH1001  VERT ORDER  -  SECOND    CLASS 0
 PH1001
 PH1001.The horizontal coordinates were scaled from a topographic map and have
 PH1001.an estimated accuracy of +/- 6 seconds.
 PH1001
 PH1001.The orthometric height was determined by differential leveling
 PH1001.and adjusted by the National Geodetic Survey in June 1991..
 PH1001
 PH1001.The geoid height was determined by GEOID03.
 PH1001
 PH1001.The dynamic height is computed by dividing the NAVD 88
 PH1001.geopotential number by the normal gravity value computed on the
 PH1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1001.degrees latitude (g = 980.6199 gals.).
 PH1001
 PH1001.The modeled gravity was interpolated from observed gravity values.
 PH1001
 PH1001;                    North         East    Units  Estimated Accuracy
 PH1001;SPC NY E     -   676,450.      105,680.      MT  (+/- 180 meters Scaled)
 PH1001
 PH1001                          SUPERSEDED SURVEY CONTROL
 PH1001
 PH1001  NGVD 29 (??/??/92)   72.538  (m)          237.99   (f) ADJ UNCH    2 0
 PH1001
 PH1001.Superseded values are not recommended for survey control.
 PH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1001.See file dsdata.txt to determine how the superseded data were derived.
 PH1001
 PH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ951743(NAD 83)
 PH1001_MARKER: DD = SURVEY DISK
 PH1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1001+STABILITY: SURFACE MOTION
 PH1001
 PH1001  HISTORY     - Date     Condition        Report By
 PH1001  HISTORY     - UNK      MONUMENTED       IBC
 PH1001  HISTORY     - 1942     GOOD             NGS
 PH1001
 PH1001                          STATION DESCRIPTION
 PH1001
 PH1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1001'3.6 MI NW FROM LOUISVILLE.
 PH1001'TO REACH FROM THE GRASS RIVER BRIDGE IN LOUISVILLE, PROCEED 1.0 MILE
 PH1001'NORTHWEST ALONG AN ASPHALT ROAD, TO THE INTERSECTION OF STATE HIGHWAY
 PH1001'NO. 37, THENCE 0.2 MILE WESTERLY ALONG STATE HIGHWAY NO. 37, TO THE
 PH1001'INTERSECTION OF AN ASPHALT ROAD LEADING NORTHWESTERLY, THENCE 1.7 MILE
 PH1001'NORTHWEST TO THE INTERSECTION OF STATE HIGHWAY NO. 37-B, ALONG THE ST.
 PH1001'LAWRENCE RIVER, AT A POINT CALLED WILSON HILL, THENCE 0.7 MILE
 PH1001'SOUTHWEST ALONG STATE HIGHWAY NO. 37-B, TO A TRACK ROAD LEADING NORTH,
 PH1001'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 50.0 FEET NORTH OF AND
 PH1001'3.0 FEET ABOVE THE CENTERLINE OF HIGHWAY NO. 37-B.  IT IS ABOUT 30.0
 PH1001'METERS EAST OF THE ONLY LARGE TREE ALONG FENCE LINE. MONUMENT IS SET
 PH1001'FLUSH WITH THE GROUND, AND IS 2.0 FEET WEST OF A 4X4 INCH WHITE WOODEN
 PH1001'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0724 ***********************************************************************
 PG0724  DESIGNATION -  74 DHRR
 PG0724  PID         -  PG0724
 PG0724  STATE/COUNTY-  NY/ESSEX
 PG0724  USGS QUAD   -  
 PG0724
 PG0724                         *CURRENT SURVEY CONTROL
 PG0724  ___________________________________________________________________
 PG0724* NAD 83(1986)-  44 18 57.     (N)    073 23 34.     (W)     SCALED    
 PG0724* NAVD 88     -        82.916  (meters)     272.03   (feet)  ADJUSTED  
 PG0724  ___________________________________________________________________
 PG0724  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PG0724  DYNAMIC HT  -          82.905 (meters)     272.00  (feet)  COMP
 PG0724  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 PG0724
 PG0724  VERT ORDER  -  FIRST     CLASS II
 PG0724
 PG0724.The horizontal coordinates were scaled from a topographic map and have
 PG0724.an estimated accuracy of +/- 6 seconds.
 PG0724
 PG0724.The orthometric height was determined by differential leveling
 PG0724.and adjusted by the National Geodetic Survey in June 1991..
 PG0724
 PG0724.The geoid height was determined by GEOID03.
 PG0724
 PG0724.The dynamic height is computed by dividing the NAVD 88
 PG0724.geopotential number by the normal gravity value computed on the
 PG0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0724.degrees latitude (g = 980.6199 gals.).
 PG0724
 PG0724.The modeled gravity was interpolated from observed gravity values.
 PG0724
 PG0724;                    North         East    Units  Estimated Accuracy
 PG0724;SPC NY E     -   609,450.      238,330.      MT  (+/- 180 meters Scaled)
 PG0724
 PG0724                          SUPERSEDED SURVEY CONTROL
 PG0724
 PG0724  NGVD 29 (??/??/??)   83.066  (m)          272.53   (f) ADJUSTED    1 2
 PG0724
 PG0724.Superseded values are not recommended for survey control.
 PG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0724.See file dsdata.txt to determine how the superseded data were derived.
 PG0724
 PG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ281082(NAD 83)
 PG0724_MARKER: B = BOLT
 PG0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0724_SP_SET: CONCRETE BASE
 PG0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0724
 PG0724  HISTORY     - Date     Condition        Report By
 PG0724  HISTORY     - UNK      MONUMENTED       DHRR
 PG0724  HISTORY     - 1955     GOOD             CGS
 PG0724  HISTORY     - 1973     MARK NOT FOUND   DHRR
 PG0724
 PG0724                          STATION DESCRIPTION
 PG0724
 PG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0724'0.65 MI N FROM ESSEX.
 PG0724'ABOUT 0.65 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0724'STATION AND CROSSING OF STATE HIGHWAY 22 AT ESSEX, ABOUT 2 1/2
 PG0724'TELEPHONE POLES SOUTH OF MILE POST A 138 - RP 53, THE TOP OF THE
 PG0724'NORTHWEST ANCHOR BOLT IN TOP OF NORTHWEST CORNER OF CONCRETE BASE OF
 PG0724'RAILROAD SIGNAL NO. 137.3 A - 137.3, 9 FEET EAST OF EAST RAIL OF MAIN
 PG0724'TRACK AND 1 1/2 FEET ABOVE LEVEL OF TRACK.  NOTE--SIGNAL HAS BEEN
 PG0724'REMOVED FROM BASE AND MOST OF BASE BROKEN OFF SO AS TO BE FLUSH WITH
 PG0724'THE GROUND.
 PG0724
 PG0724                          STATION RECOVERY (1973)
 PG0724
 PG0724'RECOVERY NOTE BY DELAWARE AND HUDSON RAILROAD 1973
 PG0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1860 ***********************************************************************
 PH1860  DESIGNATION -  74 SUB IBC
 PH1860  PID         -  PH1860
 PH1860  STATE/COUNTY-  NY/ST LAWRENCE
 PH1860  USGS QUAD   -  LOUISVILLE (1964)
 PH1860
 PH1860                         *CURRENT SURVEY CONTROL
 PH1860  ___________________________________________________________________
 PH1860* NAD 83(1996)-  44 55 50.97411(N)    075 03 04.65067(W)     ADJUSTED  
 PH1860* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1860  ___________________________________________________________________
 PH1860  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 PH1860  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 PH1860
 PH1860  HORZ ORDER  -  THIRD
 PH1860
 PH1860.The horizontal coordinates were established by classical geodetic methods
 PH1860.and adjusted by the National Geodetic Survey in January 1999..
 PH1860
 PH1860.The orthometric height was scaled from a topographic map.
 PH1860
 PH1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1860
 PH1860.The geoid height was determined by GEOID03.
 PH1860
 PH1860;                    North         East     Units Scale Factor Converg.
 PH1860;SPC NY E     -   677,335.472   106,484.461   MT  0.99992328   -0 23 21.7
 PH1860;SPC NY E     - 2,222,224.79    349,357.77   sFT  0.99992328   -0 23 21.7
 PH1860;UTM  18      - 4,975,267.387   495,952.556   MT  0.99960020   -0 02 10.4
 PH1860
 PH1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1860!SPC NY E     -   0.99999299  x   0.99992328  =   0.99991627
 PH1860!UTM  18      -   0.99999299  x   0.99960020  =   0.99959319
 PH1860
 PH1860:                Primary Azimuth Mark                     Grid Az
 PH1860:SPC NY E     -  72 IWC WHALEN USLS                       068 35 48.8
 PH1860:UTM  18      -  72 IWC WHALEN USLS                       068 14 37.5
 PH1860
 PH1860|---------------------------------------------------------------------|
 PH1860| PID    Reference Object                     Distance      Geod. Az  |
 PH1860|                                                           dddmmss.s |
 PH1860| PH1844 72 IWC WHALEN USLS                  APPROX. 1.6 KM 0681227.1 |
 PH1860| PH1850 WILSON USLS                          48.043 METERS 24052     |
 PH1860|---------------------------------------------------------------------|
 PH1860
 PH1860                          SUPERSEDED SURVEY CONTROL
 PH1860
 PH1860  NAD 83(1986)-  44 55 50.97988(N)    075 03 04.65102(W) AD(       ) 3
 PH1860  NAD 27      -  44 55 50.80500(N)    075 03 05.95100(W) AD(       ) 3
 PH1860
 PH1860.Superseded values are not recommended for survey control.
 PH1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1860.See file dsdata.txt to determine how the superseded data were derived.
 PH1860
 PH1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9595375267(NAD 83)
 PH1860_MARKER: DD = SURVEY DISK
 PH1860_SETTING: 0 = UNSPECIFIED SETTING
 PH1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1860
 PH1860  HISTORY     - Date     Condition        Report By
 PH1860  HISTORY     - 1939     MONUMENTED       IBC
 PH1860  HISTORY     - 1963     GOOD             IBC
 PH1860
 PH1860                          STATION DESCRIPTION
 PH1860
 PH1860'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1860'ON WILSON HILL ISLAND, NEAR THE ROAD LEADING TO THE NORTHERN POINT
 PH1860'NEAR THE WESTERN END OF THE ISLAND.  THE STATION IS LOCATED ABOUT 500
 PH1860'FEET NORTH OF THE OLD RIVER ROAD, AND ABOUT 800 FEET SOUTH OF THE
 PH1860'RIVER.  IT IS ABOUT 9 FEET EAST OF A NEW COTTAGE, 12 FEET FROM THE
 PH1860'NORTHEASTERN CORNER OF THE COTTAGE, AND WILL BE UNDER THE EDGE OF A
 PH1860'PORCH WHEN BUILT.
 PH1860'
 PH1860'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1860'BRONZE - DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND IN A
 PH1860'10 - INCH CYLINDER OF CONCRETE 24 INCHES IN LENGTH.  THE SUBSURFACE
 PH1860'MARK IS A BRASS SCREW SET IN A CIRCULAR BLOCK OF CONCRETE 10 INCHES
 PH1860'IN DIAMETER AND 8 INCHES IN DEPTH SET 24 INCHES UNDERGROUND.
 PH1860'REFERENCE MARK 1 IS A DRILL HOLE AND AN ARROW POINTING TOWARDS THE
 PH1860'STATION, CUT IN THE TOP OF A GRANITE BOULDER WITH A ROUND TOP ABOUT
 PH1860'2 BY 3 FEET IN AREA AND ONE FOOT HIGH.  REFERENCE MARK 2 IS A UNITED
 PH1860'STATES LAKE SURVEY BRONZE DISK REFERENCE MARK SET, WITH THE ARROW
 PH1860'POINTING TOWARDS USLS STATION WILSON, IN THE TOP OF A GRANITE BOULDER
 PH1860'ABOUT 2 BY 4 FEET IN AREA AND ONE FOOT HIGH.  THE STATION IS ALSO
 PH1860'REFERENCED BY REFERENCE MONUMENT 27 - 58.
 PH1860
 PH1860                          STATION RECOVERY (1963)
 PH1860
 PH1860'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1860'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1904 ***********************************************************************
 NA1904  DESIGNATION -  74 WDK USGS
 NA1904  PID         -  NA1904
 NA1904  STATE/COUNTY-  NY/DELAWARE
 NA1904  USGS QUAD   -  DEPOSIT (1965)
 NA1904
 NA1904                         *CURRENT SURVEY CONTROL
 NA1904  ___________________________________________________________________
 NA1904* NAD 83(1986)-  42 05 52.     (N)    075 23 36.     (W)     SCALED    
 NA1904* NAVD 88     -       323.246  (meters)    1060.52   (feet)  ADJUSTED  
 NA1904  ___________________________________________________________________
 NA1904  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NA1904  DYNAMIC HT  -         323.132 (meters)    1060.14  (feet)  COMP
 NA1904  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 NA1904
 NA1904  VERT ORDER  -  FIRST     CLASS II
 NA1904
 NA1904.The horizontal coordinates were scaled from a topographic map and have
 NA1904.an estimated accuracy of +/- 6 seconds.
 NA1904
 NA1904.The orthometric height was determined by differential leveling
 NA1904.and adjusted by the National Geodetic Survey in June 1991..
 NA1904
 NA1904.The geoid height was determined by GEOID03.
 NA1904
 NA1904.The dynamic height is computed by dividing the NAVD 88
 NA1904.geopotential number by the normal gravity value computed on the
 NA1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1904.degrees latitude (g = 980.6199 gals.).
 NA1904
 NA1904.The modeled gravity was interpolated from observed gravity values.
 NA1904
 NA1904;                    North         East    Units  Estimated Accuracy
 NA1904;SPC NY E     -   362,850.       76,110.      MT  (+/- 180 meters Scaled)
 NA1904
 NA1904                          SUPERSEDED SURVEY CONTROL
 NA1904
 NA1904.No superseded survey control is available for this station.
 NA1904
 NA1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM674607(NAD 83)
 NA1904_MARKER: DD = SURVEY DISK
 NA1904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA1904_SP_SET: RETAINING WALL
 NA1904_STAMPING: 74 WDK 1963 1061
 NA1904_MARK LOGO: USGS  
 NA1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1904+STABILITY: SURFACE MOTION
 NA1904
 NA1904  HISTORY     - Date     Condition        Report By
 NA1904  HISTORY     - 1963     MONUMENTED       USGS
 NA1904  HISTORY     - 1982     GOOD             NGS
 NA1904
 NA1904                          STATION DESCRIPTION
 NA1904
 NA1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1904'2.1 KM (1.3 MI) NORTH FROM STILESVILLE.
 NA1904'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE
 NA1904'HIGHWAY 10 IN STILESVILLE, THENCE 0.2 KM (0.1 MI) NORTH ALONG COUNTY
 NA1904'ROAD 20, TO THE MARK ON THE RIGHT, 3.35 METERS (11.0 FT) EAST OF THE
 NA1904'CENTER LINE OF THE ROAD, 0.79 METER (2.6 FT) NORTH OF THE SOUTH END OF
 NA1904'THE RETAINING WALL.
 NA1904'THE MARK IS 0.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0076 ***********************************************************************
 NC0076  DESIGNATION -  74.03
 NC0076  PID         -  NC0076
 NC0076  STATE/COUNTY-  NY/CATTARAUGUS
 NC0076  USGS QUAD   -  FREEDOM (1976)
 NC0076
 NC0076                         *CURRENT SURVEY CONTROL
 NC0076  ___________________________________________________________________
 NC0076* NAD 83(1986)-  42 26 59.     (N)    078 20 21.     (W)     SCALED    
 NC0076* NAVD 88     -       541.179  (meters)    1775.52   (feet)  ADJUSTED  
 NC0076  ___________________________________________________________________
 NC0076  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 NC0076  DYNAMIC HT  -         540.989 (meters)    1774.89  (feet)  COMP
 NC0076  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 NC0076
 NC0076  VERT ORDER  -  SECOND    CLASS 0
 NC0076
 NC0076.The horizontal coordinates were scaled from a topographic map and have
 NC0076.an estimated accuracy of +/- 6 seconds.
 NC0076
 NC0076.The orthometric height was determined by differential leveling
 NC0076.and adjusted by the National Geodetic Survey in June 1991..
 NC0076
 NC0076.The geoid height was determined by GEOID03.
 NC0076
 NC0076.The dynamic height is computed by dividing the NAVD 88
 NC0076.geopotential number by the normal gravity value computed on the
 NC0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0076.degrees latitude (g = 980.6199 gals.).
 NC0076
 NC0076.The modeled gravity was interpolated from observed gravity values.
 NC0076
 NC0076;                    North         East    Units  Estimated Accuracy
 NC0076;SPC NY W     -   272,070.      370,090.      MT  (+/- 180 meters Scaled)
 NC0076
 NC0076                          SUPERSEDED SURVEY CONTROL
 NC0076
 NC0076  NGVD 29 (??/??/??)  541.34   (m)         1776.0    (f) RESET       3  
 NC0076
 NC0076.Superseded values are not recommended for survey control.
 NC0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0076.See file dsdata.txt to determine how the superseded data were derived.
 NC0076
 NC0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH188031(NAD 83)
 NC0076_MARKER: Z = SEE DESCRIPTION
 NC0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0076_SP_SET: CULVERT
 NC0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0076+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NC0076
 NC0076  HISTORY     - Date     Condition        Report By
 NC0076  HISTORY     - UNK      MONUMENTED       BORR
 NC0076  HISTORY     - 1935     GOOD             NGS
 NC0076  HISTORY     - 20031031 GOOD             USPSQD
 NC0076
 NC0076                          STATION DESCRIPTION
 NC0076
 NC0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0076'1.8 MI NE FROM FARMERSVILLE STATION.
 NC0076'ON CULVERT 74.03, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0076'CULVERT.
 NC0076
 NC0076                          STATION RECOVERY (2003)
 NC0076
 NC0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0076'RAILROAD HAS BEEN ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1500 ***********************************************************************
 OE1500  DESIGNATION -  741 A
 OE1500  PID         -  OE1500
 OE1500  STATE/COUNTY-  NY/JEFFERSON
 OE1500  USGS QUAD   -  CARTHAGE (1980)
 OE1500
 OE1500                         *CURRENT SURVEY CONTROL
 OE1500  ___________________________________________________________________
 OE1500* NAD 83(1986)-  43 58 34.     (N)    075 36 44.     (W)     SCALED    
 OE1500* NAVD 88     -       226.091  (meters)     741.77   (feet)  ADJUSTED  
 OE1500  ___________________________________________________________________
 OE1500  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 OE1500  DYNAMIC HT  -         226.050 (meters)     741.63  (feet)  COMP
 OE1500  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 OE1500
 OE1500  VERT ORDER  -  FIRST     CLASS II
 OE1500
 OE1500.The horizontal coordinates were scaled from a topographic map and have
 OE1500.an estimated accuracy of +/- 6 seconds.
 OE1500
 OE1500.The orthometric height was determined by differential leveling
 OE1500.and adjusted by the National Geodetic Survey in June 1991..
 OE1500
 OE1500.The geoid height was determined by GEOID03.
 OE1500
 OE1500.The dynamic height is computed by dividing the NAVD 88
 OE1500.geopotential number by the normal gravity value computed on the
 OE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1500.degrees latitude (g = 980.6199 gals.).
 OE1500
 OE1500.The modeled gravity was interpolated from observed gravity values.
 OE1500
 OE1500;                    North         East    Units  Estimated Accuracy
 OE1500;SPC NY C     -   442,070.      327,920.      MT  (+/- 180 meters Scaled)
 OE1500
 OE1500                          SUPERSEDED SURVEY CONTROL
 OE1500
 OE1500  NGVD 29 (??/??/92)  226.201  (m)          742.13   (f) ADJ UNCH    1 2
 OE1500
 OE1500.Superseded values are not recommended for survey control.
 OE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1500.See file dsdata.txt to determine how the superseded data were derived.
 OE1500
 OE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP508694(NAD 83)
 OE1500_MARKER: DB = BENCH MARK DISK
 OE1500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1500_SP_SET: BRIDGE
 OE1500_STAMPING: 741 A 1900
 OE1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1500
 OE1500  HISTORY     - Date     Condition        Report By
 OE1500  HISTORY     - 1900     MONUMENTED       USGS
 OE1500  HISTORY     - 1933     GOOD             NGS
 OE1500  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 OE1500  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 OE1500
 OE1500                          STATION DESCRIPTION
 OE1500
 OE1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OE1500'IN CARTHAGE.
 OE1500'AT CARTHAGE, JEFFERSON CO., AT THE IRON HIGHWAY BRIDGE OVER BLACK
 OE1500'RIVER, AT THE EAST END OF THE BRIDGE RAIL, IN THE TOP OF THE EAST END
 OE1500'OF THE WING WALL, AND 10 FEET WEST OF THE NEW YORK CENTRAL RAILROAD
 OE1500'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 741 A
 OE1500'1900.
 OE1500
 OE1500                          STATION RECOVERY (1994)
 OE1500
 OE1500'RECOVERY NOTE BY US POWER SQUADRON 1994
 OE1500'MARK NOT FOUND.
 OE1500
 OE1500                          STATION RECOVERY (1995)
 OE1500
 OE1500'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2486 ***********************************************************************
 OF2486  DESIGNATION -  741 MCGS 1969
 OF2486  PID         -  OF2486
 OF2486  STATE/COUNTY-  NY/ORLEANS
 OF2486  USGS QUAD   -  BROCKPORT (1978)
 OF2486
 OF2486                         *CURRENT SURVEY CONTROL
 OF2486  ___________________________________________________________________
 OF2486* NAD 83(1996)-  43 14 36.79040(N)    077 59 48.31299(W)     ADJUSTED  
 OF2486* NAVD 88     -       130.9    (meters)     429.     (feet)  VERTCON   
 OF2486  ___________________________________________________________________
 OF2486  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 OF2486  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF2486
 OF2486  HORZ ORDER  -  SECOND
 OF2486
 OF2486.The horizontal coordinates were established by classical geodetic methods
 OF2486.and adjusted by the National Geodetic Survey in January 1999..
 OF2486
 OF2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2486
 OF2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2486
 OF2486.The geoid height was determined by GEOID03.
 OF2486
 OF2486;                    North         East     Units Scale Factor Converg.
 OF2486;SPC NY W     -   360,392.940   397,638.004   MT  0.99996541   +0 24 06.7
 OF2486;SPC NY W     - 1,182,389.17  1,304,584.02   sFT  0.99996541   +0 24 06.7
 OF2486;UTM  18      - 4,792,222.661   256,699.562   MT  1.00032824   -2 03 14.7
 OF2486;UTM  17      - 4,792,241.589   743,827.604   MT  1.00033140   +2 03 30.7
 OF2486
 OF2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2486!SPC NY W     -   0.99998504  x   0.99996541  =   0.99995045
 OF2486!UTM  18      -   0.99998504  x   1.00032824  =   1.00031327
 OF2486!UTM  17      -   0.99998504  x   1.00033140  =   1.00031643
 OF2486
 OF2486                          SUPERSEDED SURVEY CONTROL
 OF2486
 OF2486  NAD 83(1986)-  43 14 36.79698(N)    077 59 48.31209(W) AD(       ) 2
 OF2486  NAD 27      -  43 14 36.58170(N)    077 59 49.25637(W) AD(       ) 2
 OF2486  NGVD 29 (07/19/86)  131.1    (m)          430.     (f) VERT ANG       
 OF2486
 OF2486.Superseded values are not recommended for survey control.
 OF2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2486.See file dsdata.txt to determine how the superseded data were derived.
 OF2486
 OF2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5670092223(NAD 83)
 OF2486_MARKER: DD = SURVEY DISK
 OF2486_SETTING: 0 = UNSPECIFIED SETTING
 OF2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2486
 OF2486  HISTORY     - Date     Condition        Report By
 OF2486  HISTORY     - 1969     MONUMENTED       NY-055
 OF2486
 OF2486                          STATION DESCRIPTION
 OF2486
 OF2486'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2486'IN CLARKSON ALONG MONROE-ORLEANS COUNTY LINE ROAD.
 OF2486'
 OF2486'0.85 MILE NORTH OF EDMONDS ROAD.
 OF2486'
 OF2486'0.77 MILE SOUTH OF RIDGE ROAD.
 OF2486'
 OF2486'1020 FEET SOUTH OF STATION NEWS, 1969.
 OF2486'
 OF2486'15.6 FEET WEST OF CENTER OF PAVEMENT.
 OF2486'
 OF2486'114.4 FEET SOUTH OF CENTER OF CULVERT UNDER ROAD.
 OF2486'
 OF2486'111.8 FEET SOUTH OF SOUTHEAST CORNER OF WEST HEADWALL AND,
 OF2486'
 OF2486'117.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF EAST HEADWALL OF
 OF2486'CROSS CULVERT.
 OF2486'
 OF2486'53.4 FEET SOUTHWEST OF POLE N M 3585, NYT 53.
 OF2486'
 OF2486'243.0 FEET NORTH OF NORTH RANGELINE OF MR. URTERBURN HOUSE 3588.
 OF2486'
 OF2486'12.1 FEET EAST OF FENCEPOST IN WEST FENCE LINE.
 OF2486'
 OF2486'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2486'DISK STAMPED 741 IN THE TOP OF A CONCRETE POST COVERED 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2481 ***********************************************************************
 OF2481  DESIGNATION -  742 NYGS 1969
 OF2481  PID         -  OF2481
 OF2481  STATE/COUNTY-  NY/ORLEANS
 OF2481  USGS QUAD   -  BROCKPORT (1978)
 OF2481
 OF2481                         *CURRENT SURVEY CONTROL
 OF2481  ___________________________________________________________________
 OF2481* NAD 83(1996)-  43 14 46.30713(N)    077 59 48.39733(W)     ADJUSTED  
 OF2481* NAVD 88     -       134.40   (+/-2cm)     440.9    (feet)  VERTCON   
 OF2481  ___________________________________________________________________
 OF2481  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 OF2481  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF2481
 OF2481  HORZ ORDER  -  SECOND
 OF2481  VERT ORDER  -  THIRD ? (See Below)
 OF2481
 OF2481.The horizontal coordinates were established by classical geodetic methods
 OF2481.and adjusted by the National Geodetic Survey in January 1999..
 OF2481
 OF2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2481.The vertical order pertains to the NGVD 29 superseded value.
 OF2481
 OF2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2481
 OF2481.The geoid height was determined by GEOID03.
 OF2481
 OF2481;                    North         East     Units Scale Factor Converg.
 OF2481;SPC NY W     -   360,686.599   397,634.042   MT  0.99996540   +0 24 06.8
 OF2481;SPC NY W     - 1,183,352.62  1,304,571.02   sFT  0.99996540   +0 24 06.8
 OF2481;UTM  18      - 4,792,516.327   256,708.190   MT  1.00032819   -2 03 15.1
 OF2481;UTM  17      - 4,792,535.119   743,815.149   MT  1.00033133   +2 03 31.0
 OF2481
 OF2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2481!SPC NY W     -   0.99998449  x   0.99996540  =   0.99994989
 OF2481!UTM  18      -   0.99998449  x   1.00032819  =   1.00031268
 OF2481!UTM  17      -   0.99998449  x   1.00033133  =   1.00031582
 OF2481
 OF2481:                Primary Azimuth Mark                     Grid Az
 OF2481:SPC NY W     -  716 MCGS 1969                            000 53 56.4
 OF2481:UTM  18      -  716 MCGS 1969                            003 21 18.3
 OF2481:UTM  17      -  716 MCGS 1969                            359 14 32.2
 OF2481
 OF2481|---------------------------------------------------------------------|
 OF2481| PID    Reference Object                     Distance      Geod. Az  |
 OF2481|                                                           dddmmss.s |
 OF2481| OF2660 716 MCGS 1969                       APPROX. 0.9 KM 0011803.2 |
 OF2481| OF2487 NEWS                                 26.313 METERS 04912     |
 OF2481| OF2482 NEWS RM 2 1969                        7.970 METERS 15856     |
 OF2481|---------------------------------------------------------------------|
 OF2481
 OF2481                          SUPERSEDED SURVEY CONTROL
 OF2481
 OF2481  NAD 83(1986)-  43 14 46.31367(N)    077 59 48.39648(W) AD(       ) 2
 OF2481  NAD 27      -  43 14 46.09848(N)    077 59 49.34061(W) AD(       ) 2
 OF2481  NGVD 29 (07/19/86)  134.58   (m)          441.5    (f) LEVELING    3  
 OF2481
 OF2481.Superseded values are not recommended for survey control.
 OF2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2481.See file dsdata.txt to determine how the superseded data were derived.
 OF2481
 OF2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5670892516(NAD 83)
 OF2481_MARKER: DD = SURVEY DISK
 OF2481_SETTING: 0 = UNSPECIFIED SETTING
 OF2481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2481
 OF2481  HISTORY     - Date     Condition        Report By
 OF2481  HISTORY     - 1936     MONUMENTED       NYGS
 OF2481  HISTORY     - 1969     GOOD             CGS
 OF2481
 OF2481                          STATION DESCRIPTION
 OF2481
 OF2481'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2481'IN CLARENDON, 0.55 MILE SOUTH OF RIDGE ROAD, 32.6 FEET WEST OF
 OF2481'CENTER LINE OF MONROE-ORLEANS ROAD, 105.5 FEET SOUTH OF SOUTH
 OF2481'RANGE LINE OF THE G. RAYBURN BARN, 100 FEET SOUTHWEST OF 28-INCH
 OF2481'MAPLE, 24.8 FEET NORTHWEST OF POLE 13S-29, 16 FEET NORTHWEST OF
 OF2481'SECOND TREE FROM SOUTH IN ROW OF CHERRY TREES, AND 9.3 FEET
 OF2481'SOUTHWEST OF THIRD TREE.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2481'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2481
 OF2481                          STATION RECOVERY (1969)
 OF2481
 OF2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2481'ORIGINAL DESCRIPTION FAIR, REVISED DESCRIPTION FOLLOWS--
 OF2481'
 OF2481'IN ORLEANS COUNTY, A LONG MONROE-ORLEANS COUNTY LINE ROAD.
 OF2481'
 OF2481'0.55 MILE SOUTH OF RIDGE ROAD.
 OF2481'
 OF2481'86.4 FEET WEST, SOUTHWEST OF STATION NEWS.
 OF2481'
 OF2481'32.6 FEET WEST OF CENTER LINE OF PAVEMENT.
 OF2481'
 OF2481'254.7 FEET SOUTH OF NORTH RANGELINE OF E.R. NEW HOUSE 3474.
 OF2481'
 OF2481'105.5 FEET SOUTH OF SOUTH RANGE LINE OF E.R. NEW (FORMERLY G.
 OF2481'RAYBURN) BARN.
 OF2481'
 OF2481'100 FEET SOUTHWEST OF 36-INCH MAPLE TREE.
 OF2481'
 OF2481'26.5 FEET NORTHWEST OF POLE NM3536/NYT 57.
 OF2481'
 OF2481'26.0 FEET NORTHWEST OF NEWS RM 2.
 OF2481'
 OF2481'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2481'STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0582 ***********************************************************************
 KV0582  DESIGNATION -  743
 KV0582  PID         -  KV0582
 KV0582  STATE/COUNTY-  NY/NEW YORK
 KV0582  USGS QUAD   -  JERSEY CITY (1981)
 KV0582
 KV0582                         *CURRENT SURVEY CONTROL
 KV0582  ___________________________________________________________________
 KV0582* NAD 83(1986)-  40 42 04.     (N)    074 00 45.     (W)     SCALED    
 KV0582* NAVD 88     -         2.868  (meters)       9.41   (feet)  ADJUSTED  
 KV0582  ___________________________________________________________________
 KV0582  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV0582  DYNAMIC HT  -           2.867 (meters)       9.41  (feet)  COMP
 KV0582  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 KV0582
 KV0582  VERT ORDER  -  FIRST     CLASS II
 KV0582
 KV0582.The horizontal coordinates were scaled from a topographic map and have
 KV0582.an estimated accuracy of +/- 6 seconds.
 KV0582
 KV0582.The orthometric height was determined by differential leveling
 KV0582.and adjusted by the National Geodetic Survey in June 1991..
 KV0582
 KV0582.The geoid height was determined by GEOID03.
 KV0582
 KV0582.The dynamic height is computed by dividing the NAVD 88
 KV0582.geopotential number by the normal gravity value computed on the
 KV0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0582.degrees latitude (g = 980.6199 gals.).
 KV0582
 KV0582.The modeled gravity was interpolated from observed gravity values.
 KV0582
 KV0582;                    North         East    Units  Estimated Accuracy
 KV0582;SPC NY E     -   207,470.      191,200.      MT  (+/- 180 meters Scaled)
 KV0582
 KV0582                          SUPERSEDED SURVEY CONTROL
 KV0582
 KV0582  NGVD 29 (??/??/??)    3.205  (m)           10.52   (f) ADJUSTED    1 2
 KV0582
 KV0582.Superseded values are not recommended for survey control.
 KV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0582.See file dsdata.txt to determine how the superseded data were derived.
 KV0582
 KV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL834060(NAD 83)
 KV0582_MARKER: Q = CHISELED SQUARE
 KV0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0582_SP_SET: STEP
 KV0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0582
 KV0582  HISTORY     - Date     Condition        Report By
 KV0582  HISTORY     - 1934     MONUMENTED       NYBE+A
 KV0582  HISTORY     - 1952     GOOD             CGS
 KV0582  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0582  HISTORY     - 19950926 MARK NOT FOUND   NJGS
 KV0582
 KV0582                          STATION DESCRIPTION
 KV0582
 KV0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0582'AT NEW YORK.
 KV0582'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF
 KV0582'WHITEHALL STREET AND SOUTH STREET, 88 FEET EAST OF EAST CURB LINE
 KV0582'OF WHITEHALL STREET, 8 1/2 FEET SOUTH OF SOUTH CURB OF SOUTH
 KV0582'STREET, A 1 1/2-INCH OUTLINED SQUARE IN THE TOP OF THE TOP STEP
 KV0582'OF THREE STEPS TO CONCRETE PLATFORM, 12 FEET EAST OF EAST EDGE
 KV0582'OF VEHICLE ENTRANCE TO FERRY, 7 FEET SOUTH OF IRON RAIL OF
 KV0582'PLATFORM, 2 FEET NORTH OF SOUTH END OF STEP AND ABOUT 1 1/2
 KV0582'FEET ABOVE SIDE WALK.
 KV0582
 KV0582                          STATION RECOVERY (1965)
 KV0582
 KV0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0582'MARK NOT FOUND.
 KV0582
 KV0582                          STATION RECOVERY (1995)
 KV0582
 KV0582'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV0582'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0582'SEARCH BY A ONE MAN PARTY.  THE FORMER FERRY TERMINAL IS NOW THE
 KV0582'PROPERTY OF THE U.S.  COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1264 ***********************************************************************
 OE1264  DESIGNATION -  744
 OE1264  PID         -  OE1264
 OE1264  STATE/COUNTY-  NY/LEWIS
 OE1264  USGS QUAD   -  CARTHAGE (1980)
 OE1264
 OE1264                         *CURRENT SURVEY CONTROL
 OE1264  ___________________________________________________________________
 OE1264* NAD 83(1986)-  43 56 04.     (N)    075 34 35.     (W)     SCALED    
 OE1264* NAVD 88     -       226.708  (meters)     743.79   (feet)  ADJUSTED  
 OE1264  ___________________________________________________________________
 OE1264  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 OE1264  DYNAMIC HT  -         226.664 (meters)     743.65  (feet)  COMP
 OE1264  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OE1264
 OE1264  VERT ORDER  -  SECOND    CLASS 0
 OE1264
 OE1264.The horizontal coordinates were scaled from a topographic map and have
 OE1264.an estimated accuracy of +/- 6 seconds.
 OE1264
 OE1264.The orthometric height was determined by differential leveling
 OE1264.and adjusted by the National Geodetic Survey in June 1991..
 OE1264
 OE1264.The geoid height was determined by GEOID03.
 OE1264
 OE1264.The dynamic height is computed by dividing the NAVD 88
 OE1264.geopotential number by the normal gravity value computed on the
 OE1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1264.degrees latitude (g = 980.6199 gals.).
 OE1264
 OE1264.The modeled gravity was interpolated from observed gravity values.
 OE1264
 OE1264;                    North         East    Units  Estimated Accuracy
 OE1264;SPC NY C     -   437,480.      330,850.      MT  (+/- 180 meters Scaled)
 OE1264
 OE1264                          SUPERSEDED SURVEY CONTROL
 OE1264
 OE1264  NGVD 29 (??/??/92)  226.822  (m)          744.17   (f) ADJ UNCH    2 0
 OE1264
 OE1264.Superseded values are not recommended for survey control.
 OE1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1264.See file dsdata.txt to determine how the superseded data were derived.
 OE1264
 OE1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP537647(NAD 83)
 OE1264_MARKER: DD = SURVEY DISK
 OE1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1264_STAMPING: 744
 OE1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1264+STABILITY: SURFACE MOTION
 OE1264
 OE1264  HISTORY     - Date     Condition        Report By
 OE1264  HISTORY     - UNK      MONUMENTED       USE
 OE1264  HISTORY     - 1942     GOOD             NGS
 OE1264  HISTORY     - 19990818 GOOD             USPSQD
 OE1264  HISTORY     - 20011203 GOOD             NGS
 OE1264
 OE1264                          STATION DESCRIPTION
 OE1264
 OE1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1264'IN DEER RIVER.
 OE1264'AT DEER RIVER, LEWIS COUNTY, AT THE NEW YORK CENTRAL RAILROAD STATION,
 OE1264'IN THE EAST SIDE OF THE FOUNDATION, 26 FEET NORTH OF THE SOUTHEAST
 OE1264'CORNER, 16 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, AND 2 FEET
 OE1264'HIGHER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 OE1264'DISK, STAMPED 744 AND SET VERTICALLY.
 OE1264
 OE1264                          STATION RECOVERY (1999)
 OE1264
 OE1264'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1264'RECOVERED IN GOOD CONDITION.
 OE1264
 OE1264                          STATION RECOVERY (2001)
 OE1264
 OE1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OE1264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1112 ***********************************************************************
 OF1112  DESIGNATION -  744
 OF1112  PID         -  OF1112
 OF1112  STATE/COUNTY-  NY/MONROE
 OF1112  USGS QUAD   -  HILTON (1976)
 OF1112
 OF1112                         *CURRENT SURVEY CONTROL
 OF1112  ___________________________________________________________________
 OF1112* NAD 83(1996)-  43 15 14.45198(N)    077 45 03.34880(W)     ADJUSTED  
 OF1112* NAVD 88     -       103.704  (meters)     340.24   (feet)  ADJUSTED  
 OF1112  ___________________________________________________________________
 OF1112  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OF1112  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OF1112  DYNAMIC HT  -         103.681 (meters)     340.16  (feet)  COMP
 OF1112  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 OF1112
 OF1112  HORZ ORDER  -  SECOND
 OF1112  VERT ORDER  -  FIRST     CLASS II
 OF1112
 OF1112.The horizontal coordinates were established by classical geodetic methods
 OF1112.and adjusted by the National Geodetic Survey in January 1999..
 OF1112
 OF1112.The orthometric height was determined by differential leveling
 OF1112.and adjusted by the National Geodetic Survey in September 1994..
 OF1112
 OF1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1112
 OF1112.The geoid height was determined by GEOID03.
 OF1112
 OF1112.The dynamic height is computed by dividing the NAVD 88
 OF1112.geopotential number by the normal gravity value computed on the
 OF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1112.degrees latitude (g = 980.6199 gals.).
 OF1112
 OF1112.The modeled gravity was interpolated from observed gravity values.
 OF1112
 OF1112;                    North         East     Units Scale Factor Converg.
 OF1112;SPC NY W     -   361,724.505   417,590.609   MT  0.99999368   +0 34 13.5
 OF1112;SPC NY W     - 1,186,757.81  1,370,045.19   sFT  0.99999368   +0 34 13.5
 OF1112;UTM  18      - 4,792,698.099   276,696.723   MT  1.00021344   -1 53 08.9
 OF1112
 OF1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1112!SPC NY W     -   0.99998934  x   0.99999368  =   0.99998302
 OF1112!UTM  18      -   0.99998934  x   1.00021344  =   1.00020278
 OF1112
 OF1112|---------------------------------------------------------------------|
 OF1112| PID    Reference Object                     Distance      Geod. Az  |
 OF1112|                                                           dddmmss.s |
 OF1112| OF2551 GREECE                               24.807 METERS 07355     |
 OF1112| OF1700 1721                                305.211 METERS 09338     |
 OF1112| OF1111 TT 35 K                               4.003 METERS 31405     |
 OF1112| OF2577 2901                                APPROX. 0.6 KM 3595911.2 |
 OF1112|---------------------------------------------------------------------|
 OF1112
 OF1112                          SUPERSEDED SURVEY CONTROL
 OF1112
 OF1112  NAD 83(1986)-  43 15 14.45881(N)    077 45 03.34762(W) AD(       ) 2
 OF1112  NAD 27      -  43 15 14.23919(N)    077 45 04.32218(W) AD(       ) 2
 OF1112  NAVD 88 (06/15/91)  103.713  (m)          340.27   (f) UNKNOWN     1 2
 OF1112  NGVD 29 (??/??/92)  103.898  (m)          340.87   (f) ADJ UNCH    1 2
 OF1112
 OF1112.Superseded values are not recommended for survey control.
 OF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1112.See file dsdata.txt to determine how the superseded data were derived.
 OF1112
 OF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7669792698(NAD 83)
 OF1112_MARKER: DD = SURVEY DISK
 OF1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1112_STAMPING: 744
 OF1112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1112+STABILITY: SURFACE MOTION
 OF1112
 OF1112  HISTORY     - Date     Condition        Report By
 OF1112  HISTORY     - 1936     MONUMENTED       NYGS
 OF1112  HISTORY     - 1939     GOOD             CGS
 OF1112  HISTORY     - 1942     GOOD             NGS
 OF1112  HISTORY     - 1959     GOOD             CGS
 OF1112  HISTORY     - 1969     GOOD             CGS
 OF1112  HISTORY     - 1971     GOOD             USGS
 OF1112  HISTORY     - 1974     GOOD             NY-055
 OF1112
 OF1112                          STATION DESCRIPTION
 OF1112
 OF1112'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (CC)
 OF1112'NEAR THE TOWN OF GREECE, 43.2 FEET EAST OF THE CENTER LINE OF
 OF1112'MANITOU ROAD, AT THE NORTHEAST CORNER OF THE INTERSECTION OF THE
 OF1112'MANITOU AND LATTA ROADS, 117.5 FEET EAST OF THE NORTHEAST CORNER
 OF1112'OF CHRISTIAN CHURCH, PARMA, GREECE, AND 102.8 FEET NORTH OF THE
 OF1112'NORTHWEST CORNER OF THE W.A. MC CLURE HOUSE ON THE SOUTH SIDE OF
 OF1112'LATTA ROAD.
 OF1112'
 OF1112'STATION IS A BRONZE DISK SET IN A CONCRETE MONUMENT SET FLUSH
 OF1112'WITH THE GROUND.
 OF1112
 OF1112                          STATION RECOVERY (1939)
 OF1112
 OF1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF1112'NEAR TRIANGULATION STATION GREECE, 34 FEET EAST OF MANITOU ROAD,
 OF1112'24 FEET NORTH OF THE CENTER LINE OF LATTA ROAD, AND 2 FEET FROM
 OF1112'A SIGN U.S. MARKER.  THE MARK IS A BRONZE DISK STAMPED 744 AND IS
 OF1112'SET IN A 6- BY 6-INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OF1112
 OF1112                          STATION RECOVERY (1942)
 OF1112
 OF1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OF1112'2.5 MI N FROM WEST GREECE.
 OF1112'TO REACH FROM WEST GREECE GO ABOUT 2.5 MILES NORTHERLY ALONG
 OF1112'MANITOU ROAD TO INTERSECTION OF MANITOU AND LATTA ROADS TO SITE
 OF1112'OF BENCH MARK. BENCH MARK IS IN THE NORTHEAST CORNER OF INTERSECTION,
 OF1112'ABOUT 24.0 FEET NORTH OF CENTERLINE OF LATTA ROAD, ABOUT 33.0 FEET
 OF1112'EAST OF CENTERLINE OF MANITOU ROADS. 2.0 FEET SOUTH OF METAL SIGN,
 OF1112'MARKED U.S. MARKER SET HORIZONTAL AND FLUSH WITH GROUND. MONUMENT
 OF1112'PROJECTS 0.6 OF FOOT.
 OF1112
 OF1112                          STATION RECOVERY (1959)
 OF1112
 OF1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JLY)
 OF1112'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION
 OF1112'MARKER IS IN GOOD CONDITION.  A NEW WITNESS MARKER WAS SET ON THE
 OF1112'REPAINTED EXISTING POST.  STATION IS 1.9 FEET S OF WITNESS MARKER.
 OF1112
 OF1112                          STATION RECOVERY (1969)
 OF1112
 OF1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1112'ORIGINAL DESCRIPTION IS ADEQUATE
 OF1112
 OF1112                          STATION RECOVERY (1971)
 OF1112
 OF1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1112'IN GREECE, AT NORTHEAST CORNER OF INTERSECTION OF MANITOU AND
 OF1112'LATTA ROADS, 24.3 FEET NORTH OF CENTER LINE OF LATTA ROAD, 36.5
 OF1112'FEET EAST OF CENTER LINE OF MANITOU ROAD, 117.0 FEET EAST OF
 OF1112'NORTHEAST CORNER OF PARMA-GREECE UNITED CHURCH OF CHRIST, 102.8
 OF1112'FEET NORTH OF NORTHWEST CORNER OF HOUSE 3763 SOUTH OF LATTA
 OF1112'ROAD, AND 13.2 FEET SOUTHEAST OF TT 35 K 1930.
 OF1112
 OF1112                          STATION RECOVERY (1974)
 OF1112
 OF1112'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF1112'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1671 ***********************************************************************
 OF1671  DESIGNATION -  745 NYGS 1969
 OF1671  PID         -  OF1671
 OF1671  STATE/COUNTY-  NY/MONROE
 OF1671  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1671
 OF1671                         *CURRENT SURVEY CONTROL
 OF1671  ___________________________________________________________________
 OF1671* NAD 83(1996)-  43 15 12.76498(N)    077 43 55.15342(W)     ADJUSTED  
 OF1671* NAVD 88     -       102.11   (+/-2cm)     335.0    (feet)  VERTCON   
 OF1671  ___________________________________________________________________
 OF1671  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF1671  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1671
 OF1671  HORZ ORDER  -  SECOND
 OF1671  VERT ORDER  -  THIRD ? (See Below)
 OF1671
 OF1671.The horizontal coordinates were established by classical geodetic methods
 OF1671.and adjusted by the National Geodetic Survey in January 1999..
 OF1671
 OF1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1671.The vertical order pertains to the NGVD 29 superseded value.
 OF1671
 OF1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1671
 OF1671.The geoid height was determined by GEOID03.
 OF1671
 OF1671;                    North         East     Units Scale Factor Converg.
 OF1671;SPC NY W     -   361,687.934   419,129.319   MT  0.99999627   +0 35 00.2
 OF1671;SPC NY W     - 1,186,637.83  1,375,093.44   sFT  0.99999627   +0 35 00.2
 OF1671;UTM  18      - 4,792,595.597   278,232.781   MT  1.00020503   -1 52 22.1
 OF1671
 OF1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1671!SPC NY W     -   0.99998959  x   0.99999627  =   0.99998586
 OF1671!UTM  18      -   0.99998959  x   1.00020503  =   1.00019462
 OF1671
 OF1671:                Primary Azimuth Mark                     Grid Az
 OF1671:SPC NY W     -  GREECE RM 1                              272 17 50.3
 OF1671:UTM  18      -  GREECE RM 1                              274 45 12.6
 OF1671
 OF1671|---------------------------------------------------------------------|
 OF1671| PID    Reference Object                     Distance      Geod. Az  |
 OF1671|                                                           dddmmss.s |
 OF1671| OF2564 GREECE RM 1                         APPROX. 1.5 KM 2725250.5 |
 OF1671|---------------------------------------------------------------------|
 OF1671
 OF1671                          SUPERSEDED SURVEY CONTROL
 OF1671
 OF1671  NAD 83(1986)-  43 15 12.77182(N)    077 43 55.15230(W) AD(       ) 2
 OF1671  NAD 27      -  43 15 12.55181(N)    077 43 56.12954(W) AD(       ) 2
 OF1671  NGVD 29 (07/19/86)  102.30   (m)          335.6    (f) LEVELING    3  
 OF1671
 OF1671.Superseded values are not recommended for survey control.
 OF1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1671.See file dsdata.txt to determine how the superseded data were derived.
 OF1671
 OF1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7823392596(NAD 83)
 OF1671_MARKER: DD = SURVEY DISK
 OF1671_SETTING: 0 = UNSPECIFIED SETTING
 OF1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1671
 OF1671  HISTORY     - Date     Condition        Report By
 OF1671  HISTORY     - 1936     MONUMENTED       NYGS
 OF1671  HISTORY     - 1969     GOOD             CGS
 OF1671  HISTORY     - 1971     GOOD             USGS
 OF1671  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF1671
 OF1671                          STATION DESCRIPTION
 OF1671
 OF1671'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF1671'IN GREECE, 230 FEET EAST OF CENTER LINE OF NORTH GREECE ROAD,
 OF1671'16 FEET SOUTH OF CENTER LINE OF LATTA ROAD, 80.3 FEET SOUTHEAST
 OF1671'OF SOUTHWEST CORNER OF HOUSE 3556, AND 77.5 FEET SOUTHWEST OF
 OF1671'CONCRETE BLOCK CORNERPOST AT SOUTHWEST CORNER OF HOUSE
 OF1671'3552.  STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD
 OF1671'DISK IN CONCRETE AND 0.3 FOOT BELOW GROUND.
 OF1671
 OF1671                          STATION RECOVERY (1969)
 OF1671
 OF1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF1671'ORIGINAL DESCRIPTION IS ADEQUATE
 OF1671
 OF1671                          STATION RECOVERY (1971)
 OF1671
 OF1671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1671'STATION IS UNDER CONCRETE IN PARKING LOT.
 OF1671
 OF1671                          STATION RECOVERY (2001)
 OF1671
 OF1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1671'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0987 ***********************************************************************
 OD0987  DESIGNATION -  749
 OD0987  PID         -  OD0987
 OD0987  STATE/COUNTY-  NY/WARREN
 OD0987  USGS QUAD   -  THE GLEN (1968)
 OD0987
 OD0987                         *CURRENT SURVEY CONTROL
 OD0987  ___________________________________________________________________
 OD0987* NAD 83(1986)-  43 35 06.     (N)    073 51 48.     (W)     SCALED    
 OD0987* NAVD 88     -       228.282  (meters)     748.96   (feet)  ADJUSTED  
 OD0987  ___________________________________________________________________
 OD0987  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 OD0987  DYNAMIC HT  -         228.237 (meters)     748.81  (feet)  COMP
 OD0987  MODELED GRAV-     980,415.8   (mgal)                       NAVD 88
 OD0987
 OD0987  VERT ORDER  -  SECOND    CLASS 0
 OD0987
 OD0987.The horizontal coordinates were scaled from a topographic map and have
 OD0987.an estimated accuracy of +/- 6 seconds.
 OD0987
 OD0987.The orthometric height was determined by differential leveling
 OD0987.and adjusted by the National Geodetic Survey in June 1991..
 OD0987
 OD0987.The geoid height was determined by GEOID03.
 OD0987
 OD0987.The dynamic height is computed by dividing the NAVD 88
 OD0987.geopotential number by the normal gravity value computed on the
 OD0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0987.degrees latitude (g = 980.6199 gals.).
 OD0987
 OD0987.The modeled gravity was interpolated from observed gravity values.
 OD0987
 OD0987;                    North         East    Units  Estimated Accuracy
 OD0987;SPC NY E     -   527,860.      201,410.      MT  (+/- 180 meters Scaled)
 OD0987
 OD0987                          SUPERSEDED SURVEY CONTROL
 OD0987
 OD0987  NGVD 29 (??/??/92)  228.404  (m)          749.36   (f) ADJ UNCH    2 0
 OD0987
 OD0987.Superseded values are not recommended for survey control.
 OD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0987.See file dsdata.txt to determine how the superseded data were derived.
 OD0987
 OD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP917264(NAD 83)
 OD0987_MARKER: DD = SURVEY DISK
 OD0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0987_SP_SET: CONCRETE BASE
 OD0987_STAMPING: 749 ALBANY 1899
 OD0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0987
 OD0987  HISTORY     - Date     Condition        Report By
 OD0987  HISTORY     - 1899     MONUMENTED       USGS
 OD0987  HISTORY     - 1942     GOOD             NGS
 OD0987  HISTORY     - 19960601 GOOD             USPSQD
 OD0987
 OD0987                          STATION DESCRIPTION
 OD0987
 OD0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0987'0.1 MI N FROM THE GLEN.
 OD0987'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO. 28 AT THE GLEN--
 OD0987'PROCEED 400.0 FEET NORTHERLY ALONG THE DELAWARE AND HUDSON RAILROAD TO
 OD0987'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE WEST END OF
 OD0987'THE SOUTH CONCRETE BASE OF RAILROAD BRIDGE NO. 81.22 OVER GLEN CREEK.
 OD0987'IT IS 8.5 FEET WEST OF AND ABOUT 8.5 FEET BELOW THE WEST RAIL OF
 OD0987'TRACK.  A U.S.G.S. DISK SET IN A DRILL HOLE.
 OD0987
 OD0987                          STATION RECOVERY (1996)
 OD0987
 OD0987'RECOVERY NOTE BY US POWER SQUADRON 1996
 OD0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0894 ***********************************************************************
 OD0894  DESIGNATION -  749
 OD0894  PID         -  OD0894
 OD0894  STATE/COUNTY-  NY/WARREN
 OD0894  USGS QUAD   -  WARRENSBURG (1966)
 OD0894
 OD0894                         *CURRENT SURVEY CONTROL
 OD0894  ___________________________________________________________________
 OD0894* NAD 83(1986)-  43 29 48.     (N)    073 46 33.     (W)     SCALED    
 OD0894* NAVD 88     -       228.126  (meters)     748.44   (feet)  ADJUSTED  
 OD0894  ___________________________________________________________________
 OD0894  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OD0894  DYNAMIC HT  -         228.078 (meters)     748.29  (feet)  COMP
 OD0894  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 OD0894
 OD0894  VERT ORDER  -  SECOND    CLASS 0
 OD0894
 OD0894.The horizontal coordinates were scaled from a topographic map and have
 OD0894.an estimated accuracy of +/- 6 seconds.
 OD0894
 OD0894.The orthometric height was determined by differential leveling
 OD0894.and adjusted by the National Geodetic Survey in June 1991..
 OD0894
 OD0894.The geoid height was determined by GEOID03.
 OD0894
 OD0894.The dynamic height is computed by dividing the NAVD 88
 OD0894.geopotential number by the normal gravity value computed on the
 OD0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0894.degrees latitude (g = 980.6199 gals.).
 OD0894
 OD0894.The modeled gravity was interpolated from observed gravity values.
 OD0894
 OD0894;                    North         East    Units  Estimated Accuracy
 OD0894;SPC NY E     -   518,100.      208,570.      MT  (+/- 180 meters Scaled)
 OD0894
 OD0894                          SUPERSEDED SURVEY CONTROL
 OD0894
 OD0894  NGVD 29 (??/??/92)  228.272  (m)          748.92   (f) ADJ UNCH    2 0
 OD0894
 OD0894.Superseded values are not recommended for survey control.
 OD0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0894.See file dsdata.txt to determine how the superseded data were derived.
 OD0894
 OD0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP989166(NAD 83)
 OD0894_MARKER: DD = SURVEY DISK
 OD0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0894_SP_SET: BUILDING
 OD0894_STAMPING: 749 ALBANY
 OD0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0894
 OD0894  HISTORY     - Date     Condition        Report By
 OD0894  HISTORY     - UNK      MONUMENTED       USGS
 OD0894  HISTORY     - 1942     GOOD             NGS
 OD0894  HISTORY     - 1987     GOOD             USPSQD
 OD0894  HISTORY     - 1987     GOOD             USPSQD
 OD0894  HISTORY     - 19960601 GOOD             USPSQD
 OD0894  HISTORY     - 20040928 GOOD             USPSQD
 OD0894
 OD0894                          STATION DESCRIPTION
 OD0894
 OD0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0894'IN WARRENSBURG.
 OD0894'BENCH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE POST OFFICE IN
 OD0894'WARRENSBURG, AND 29.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET ABOVE THE
 OD0894'CENTERLINE OF U.S. HIGHWAY NO. 9.  IT IS SET VERTICALLY IN THE
 OD0894'NORTHEAST SIDE AT THE EAST CORNER OF A STONE BUILDING USED AS A SHELL
 OD0894'SERVICE STATION OPERATED BY ANDREW SALLANS.  CONDITION OF BENCH
 OD0894'MARK--GOOD.
 OD0894
 OD0894                          STATION RECOVERY (1987)
 OD0894
 OD0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (IS)
 OD0894'RECOVERED IN GOOD CONDITION.
 OD0894
 OD0894                          STATION RECOVERY (1987)
 OD0894
 OD0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAG)
 OD0894'RECOVERED IN GOOD CONDITION.
 OD0894
 OD0894                          STATION RECOVERY (1996)
 OD0894
 OD0894'RECOVERY NOTE BY US POWER SQUADRON 1996
 OD0894'RECOVERED IN GOOD CONDITION.
 OD0894
 OD0894                          STATION RECOVERY (2004)
 OD0894
 OD0894'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OD0894'THE POST OFFICE IS NO LONGER AT THE LOCATION USED AS A STARTING POINT.
 OD0894'THE STONE BUILDING, WITH THE MARK, IS AT THE INTERSECTION OF RT. 9,
 OD0894'HUDSON ST., AND ELM ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0799 ***********************************************************************
 PH0799  DESIGNATION -  75 B
 PH0799  PID         -  PH0799
 PH0799  STATE/COUNTY-  NY/ST LAWRENCE
 PH0799  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0799
 PH0799                         *CURRENT SURVEY CONTROL
 PH0799  ___________________________________________________________________
 PH0799* NAD 83(1986)-  44 49 58.     (N)    075 18 19.     (W)     SCALED    
 PH0799* NAVD 88     -        71.05   (+/-2cm)     233.1    (feet)  VERTCON   
 PH0799  ___________________________________________________________________
 PH0799  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 PH0799
 PH0799  VERT ORDER  -  ? (See Below)
 PH0799
 PH0799.The horizontal coordinates were scaled from a topographic map and have
 PH0799.an estimated accuracy of +/- 6 seconds.
 PH0799
 PH0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0799.The vertical order pertains to the NGVD 29 superseded value.
 PH0799
 PH0799.The geoid height was determined by GEOID03.
 PH0799
 PH0799;                    North         East    Units  Estimated Accuracy
 PH0799;SPC NY E     -   666,610.       86,330.      MT  (+/- 180 meters Scaled)
 PH0799
 PH0799                          SUPERSEDED SURVEY CONTROL
 PH0799
 PH0799  NGVD 29 (??/??/92)   71.174  (m)          233.51   (f) ADJ UNCH    ?  
 PH0799
 PH0799.Superseded values are not recommended for survey control.
 PH0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0799.See file dsdata.txt to determine how the superseded data were derived.
 PH0799
 PH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ758644(NAD 83)
 PH0799_MARKER: Z = SEE DESCRIPTION
 PH0799_SETTING: 80 = SET IN A BOULDER
 PH0799_SP_SET: BOULDER
 PH0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0799+STABILITY: SURFACE MOTION
 PH0799
 PH0799  HISTORY     - Date     Condition        Report By
 PH0799  HISTORY     - UNK      MONUMENTED       USLS
 PH0799  HISTORY     - 1934     GOOD             NGS
 PH0799  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0799
 PH0799                          STATION DESCRIPTION
 PH0799
 PH0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0799'5.2 MI SW FROM WADDINGTON.
 PH0799'ABOUT 5.2 MILES SOUTHWEST OF WADDINGTON, ST. LAWRENCE COUNTY, AT THE
 PH0799'WEST END OF POINT ROCKWAY, OPPOSITE LOCK 25, IN THE APPROXIMATE CENTER
 PH0799'OF THE POINT, 82 FEET SOUTHEAST OF THE LARGEST BOULDER ON THE POINT,
 PH0799'AND CUT ON THE TOP OF THE NORTHEAST PART OF A 6- BY 9-FOOT BOULDER
 PH0799'ABOUT 4 FEET HIGH.  THE TOP OF A 1-1/2-INCH ROUND KNOB JUST NORTHWEST
 PH0799'OF THE CHISELED INSCRIPTION 75 B ON THE SLOPING SURFACE OF THE
 PH0799'BOULDER.
 PH0799
 PH0799                          STATION RECOVERY (1989)
 PH0799
 PH0799'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1306 ***********************************************************************
 NB1306  DESIGNATION -  751.56
 NB1306  PID         -  NB1306
 NB1306  STATE/COUNTY-  NY/LIVINGSTON
 NB1306  USGS QUAD   -  SONYEA (1976)
 NB1306
 NB1306                         *CURRENT SURVEY CONTROL
 NB1306  ___________________________________________________________________
 NB1306* NAD 83(1986)-  42 38 21.     (N)    077 52 03.     (W)     SCALED    
 NB1306* NAVD 88     -       228.781  (meters)     750.59   (feet)  ADJUSTED  
 NB1306  ___________________________________________________________________
 NB1306  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NB1306  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 NB1306  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NB1306
 NB1306  VERT ORDER  -  FIRST     CLASS II
 NB1306
 NB1306.The horizontal coordinates were scaled from a topographic map and have
 NB1306.an estimated accuracy of +/- 6 seconds.
 NB1306
 NB1306.The orthometric height was determined by differential leveling
 NB1306.and adjusted by the National Geodetic Survey in June 1991..
 NB1306
 NB1306.The geoid height was determined by GEOID03.
 NB1306
 NB1306.The dynamic height is computed by dividing the NAVD 88
 NB1306.geopotential number by the normal gravity value computed on the
 NB1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1306.degrees latitude (g = 980.6199 gals.).
 NB1306
 NB1306.The modeled gravity was interpolated from observed gravity values.
 NB1306
 NB1306;                    North         East    Units  Estimated Accuracy
 NB1306;SPC NY W     -   293,340.      408,710.      MT  (+/- 180 meters Scaled)
 NB1306
 NB1306                          SUPERSEDED SURVEY CONTROL
 NB1306
 NB1306  NGVD 29 (??/??/92)  228.942  (m)          751.12   (f) ADJ UNCH    1 2
 NB1306
 NB1306.Superseded values are not recommended for survey control.
 NB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1306.See file dsdata.txt to determine how the superseded data were derived.
 NB1306
 NB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN649247(NAD 83)
 NB1306_MARKER: B = BOLT
 NB1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1306_SP_SET: BRIDGE
 NB1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1306
 NB1306  HISTORY     - Date     Condition        Report By
 NB1306  HISTORY     - UNK      MONUMENTED       PRR
 NB1306  HISTORY     - 1941     GOOD             NGS
 NB1306
 NB1306                          STATION DESCRIPTION
 NB1306
 NB1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1306'4 MI SW FROM SONYEA.
 NB1306'4 MILES SOUTHWEST ALONG PENNSYLVANIA RAILROAD FROM STATION AT SONYEA,
 NB1306'SET IN NORTHEAST CORNER OF SOUTHEAST WALL OF BRIDGE NO. 44-78, 35.1
 NB1306'FEET SOUTHEAST OF TELEGRAPH POLE NO. 44-30, 5.8 FEET SOUTHEAST OF
 NB1306'SOUTHEAST RAIL OF TRACK, 2.6 FEET SOUTHWEST OF NORTHEAST END OF WALL.
 NB1306'A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2501 ***********************************************************************
 OF2501  DESIGNATION -  755 1 MCGS 1969
 OF2501  PID         -  OF2501
 OF2501  STATE/COUNTY-  NY/MONROE
 OF2501  USGS QUAD   -  BROCKPORT (1978)
 OF2501
 OF2501                         *CURRENT SURVEY CONTROL
 OF2501  ___________________________________________________________________
 OF2501* NAD 83(1996)-  43 08 30.21498(N)    077 56 21.93168(W)     ADJUSTED  
 OF2501* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 OF2501  ___________________________________________________________________
 OF2501  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 OF2501  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OF2501
 OF2501  HORZ ORDER  -  SECOND
 OF2501
 OF2501.The horizontal coordinates were established by classical geodetic methods
 OF2501.and adjusted by the National Geodetic Survey in January 1999..
 OF2501
 OF2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2501
 OF2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2501
 OF2501.The geoid height was determined by GEOID03.
 OF2501
 OF2501;                    North         East     Units Scale Factor Converg.
 OF2501;SPC NY W     -   349,115.286   402,380.833   MT  0.99997124   +0 26 25.1
 OF2501;SPC NY W     - 1,145,389.07  1,320,144.45   sFT  0.99997124   +0 26 25.1
 OF2501;UTM  18      - 4,780,748.320   260,956.718   MT  1.00030299   -2 00 39.4
 OF2501;UTM  17      - 4,781,101.415   748,896.109   MT  1.00036215   +2 05 38.1
 OF2501
 OF2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2501!SPC NY W     -   0.99997450  x   0.99997124  =   0.99994574
 OF2501!UTM  18      -   0.99997450  x   1.00030299  =   1.00027748
 OF2501!UTM  17      -   0.99997450  x   1.00036215  =   1.00033664
 OF2501
 OF2501                          SUPERSEDED SURVEY CONTROL
 OF2501
 OF2501  NAD 83(1986)-  43 08 30.22160(N)    077 56 21.93019(W) AD(       ) 2
 OF2501  NAD 27      -  43 08 30.00344(N)    077 56 22.88554(W) AD(       ) 2
 OF2501  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 OF2501
 OF2501.Superseded values are not recommended for survey control.
 OF2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2501.See file dsdata.txt to determine how the superseded data were derived.
 OF2501
 OF2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6095780748(NAD 83)
 OF2501_MARKER: DD = SURVEY DISK
 OF2501_SETTING: 0 = UNSPECIFIED SETTING
 OF2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2501
 OF2501  HISTORY     - Date     Condition        Report By
 OF2501  HISTORY     - 1969     MONUMENTED       NY-055
 OF2501
 OF2501                          STATION DESCRIPTION
 OF2501
 OF2501'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2501'IN SWEDEN ALONG LAKE ROAD
 OF2501'
 OF2501'0.45 MILE SOUTH OF COVELL ROAD
 OF2501'
 OF2501'0.45 MILE NORTH OF REED ROAD
 OF2501'
 OF2501'0.68 MILE SOUTHWEST OF STATION ERGOTT 1969
 OF2501'
 OF2501'16.0 FEET EAST OF EAST EDGE OF PAVEMENT
 OF2501'
 OF2501'27.0 FEET EAST OF CENTERLINE OF LAKE ROAD
 OF2501'
 OF2501'8.6 FEET SOUTHWEST OF 28-INCH MAPLE
 OF2501'
 OF2501'43.1 FEET WEST OF SOUTHWEST CORNER AND
 OF2501'
 OF2501'74.6 FEET SOUTHWEST OF NORTHWEST CORNER OF HOUSE NO. 6444
 OF2501'
 OF2501'82.0 FEET SOUTH OF SOUTH END OF 12-INCH CMP UNDER DRIVEWAY.
 OF2501'
 OF2501'56.2 FEET SOUTHWEST OF NORTHWEST CORNER OF FRONT PORCH OF HOUSE
 OF2501'6444
 OF2501'
 OF2501'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2501'STAMPED 755-1, IN THE TOP OF A CONCRETE POST COVERED 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2494 ***********************************************************************
 OF2494  DESIGNATION -  755 2 MCGS 1969
 OF2494  PID         -  OF2494
 OF2494  STATE/COUNTY-  NY/MONROE
 OF2494  USGS QUAD   -  BROCKPORT (1978)
 OF2494
 OF2494                         *CURRENT SURVEY CONTROL
 OF2494  ___________________________________________________________________
 OF2494* NAD 83(1996)-  43 08 57.92261(N)    077 56 25.38402(W)     ADJUSTED  
 OF2494* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 OF2494  ___________________________________________________________________
 OF2494  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 OF2494  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 OF2494
 OF2494  HORZ ORDER  -  SECOND
 OF2494
 OF2494.The horizontal coordinates were established by classical geodetic methods
 OF2494.and adjusted by the National Geodetic Survey in January 1999..
 OF2494
 OF2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2494
 OF2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2494
 OF2494.The geoid height was determined by GEOID03.
 OF2494
 OF2494;                    North         East     Units Scale Factor Converg.
 OF2494;SPC NY W     -   349,969.691   402,296.259   MT  0.99997113   +0 26 23.0
 OF2494;SPC NY W     - 1,148,192.23  1,319,866.98   sFT  0.99997113   +0 26 23.0
 OF2494;UTM  18      - 4,781,605.845   260,908.752   MT  1.00030327   -2 00 42.8
 OF2494;UTM  17      - 4,781,953.356   748,786.871   MT  1.00036148   +2 05 36.8
 OF2494
 OF2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2494!SPC NY W     -   0.99997466  x   0.99997113  =   0.99994579
 OF2494!UTM  18      -   0.99997466  x   1.00030327  =   1.00027792
 OF2494!UTM  17      -   0.99997466  x   1.00036148  =   1.00033613
 OF2494
 OF2494:                Primary Azimuth Mark                     Grid Az
 OF2494:SPC NY W     -  ERGOTT                                   101 04 14.1
 OF2494:UTM  18      -  ERGOTT                                   103 31 19.9
 OF2494:UTM  17      -  ERGOTT                                   099 25 00.3
 OF2494
 OF2494|---------------------------------------------------------------------|
 OF2494| PID    Reference Object                     Distance      Geod. Az  |
 OF2494|                                                           dddmmss.s |
 OF2494| OF2483 ERGOTT                              APPROX. 1.1 KM 1013037.1 |
 OF2494|---------------------------------------------------------------------|
 OF2494
 OF2494                          SUPERSEDED SURVEY CONTROL
 OF2494
 OF2494  NAD 83(1986)-  43 08 57.92921(N)    077 56 25.38257(W) AD(       ) 2
 OF2494  NAD 27      -  43 08 57.71128(N)    077 56 26.33745(W) AD(       ) 2
 OF2494  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 OF2494
 OF2494.Superseded values are not recommended for survey control.
 OF2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2494.See file dsdata.txt to determine how the superseded data were derived.
 OF2494
 OF2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6090981606(NAD 83)
 OF2494_MARKER: DD = SURVEY DISK
 OF2494_SETTING: 0 = UNSPECIFIED SETTING
 OF2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2494
 OF2494  HISTORY     - Date     Condition        Report By
 OF2494  HISTORY     - 1969     MONUMENTED       NY-055
 OF2494
 OF2494                          STATION DESCRIPTION
 OF2494
 OF2494'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2494'IN SWEDEN, ALONG LAKE ROAD (RT. 19)
 OF2494'
 OF2494'0.15 MILE NORTH OF COVELL ROAD
 OF2494'
 OF2494'2.0 FEET SOUTH OF SOUTH RANGE LINE OF BARN
 OF2494'
 OF2494'45.7 FEET WEST OF CENTER OF LAKE ROAD
 OF2494'
 OF2494'43.0 FEET SOUTH OF SOUTH RANGE OF HOUSE 6190
 OF2494'
 OF2494'104.5 FEET SOUTH OF SOUTH RANGE OF HOUSE 6211
 OF2494'
 OF2494'105.6 FEET SOUTH SOUTHEAST OF SOUTHEAST CORNER OF HOUSE 6211
 OF2494'
 OF2494'65.0 FEET NORTH OF POLE NM185, SW 8942
 OF2494'
 OF2494'0.64 MILE WEST NORTHWEST OF STATION ERGOTT 1969
 OF2494'
 OF2494'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2494'STAMPED 755-2 IN THE TOP OF A CONCRETE POST COVERED 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2511 ***********************************************************************
 OF2511  DESIGNATION -  755 8 MCGS 1969
 OF2511  PID         -  OF2511
 OF2511  STATE/COUNTY-  NY/MONROE
 OF2511  USGS QUAD   -  BROCKPORT (1978)
 OF2511
 OF2511                         *CURRENT SURVEY CONTROL
 OF2511  ___________________________________________________________________
 OF2511* NAD 83(1996)-  43 11 02.32744(N)    077 56 40.20057(W)     ADJUSTED  
 OF2511* NAVD 88     -       203.6    (meters)     668.     (feet)  VERTCON   
 OF2511  ___________________________________________________________________
 OF2511  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OF2511  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2511
 OF2511  HORZ ORDER  -  SECOND
 OF2511
 OF2511.The horizontal coordinates were established by classical geodetic methods
 OF2511.and adjusted by the National Geodetic Survey in January 1999..
 OF2511
 OF2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2511
 OF2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2511
 OF2511.The geoid height was determined by GEOID03.
 OF2511
 OF2511;                    North         East     Units Scale Factor Converg.
 OF2511;SPC NY W     -   353,806.038   401,932.211   MT  0.99997066   +0 26 13.9
 OF2511;SPC NY W     - 1,160,778.64  1,318,672.60   sFT  0.99997066   +0 26 13.9
 OF2511;UTM  18      - 4,785,455.537   260,709.125   MT  1.00030444   -2 00 57.6
 OF2511;UTM  17      - 4,785,779.082   748,312.034   MT  1.00035857   +2 05 31.5
 OF2511
 OF2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2511!SPC NY W     -   0.99997361  x   0.99997066  =   0.99994427
 OF2511!UTM  18      -   0.99997361  x   1.00030444  =   1.00027804
 OF2511!UTM  17      -   0.99997361  x   1.00035857  =   1.00033217
 OF2511
 OF2511|---------------------------------------------------------------------|
 OF2511| PID    Reference Object                     Distance      Geod. Az  |
 OF2511|                                                           dddmmss.s |
 OF2511| OF2532 2510 MCGS 1971                      378.555 METERS 00056     |
 OF2511| OF2531 2509 MCGS 1971                      406.128 METERS 1840749.3 |
 OF2511|---------------------------------------------------------------------|
 OF2511
 OF2511                          SUPERSEDED SURVEY CONTROL
 OF2511
 OF2511  NAD 83(1986)-  43 11 02.33417(N)    077 56 40.19926(W) AD(       ) 2
 OF2511  NAD 27      -  43 11 02.11675(N)    077 56 41.15195(W) AD(       ) 2
 OF2511  NGVD 29 (07/19/86)  203.8    (m)          669.     (f) VERT ANG       
 OF2511
 OF2511.Superseded values are not recommended for survey control.
 OF2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2511.See file dsdata.txt to determine how the superseded data were derived.
 OF2511
 OF2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6070985456(NAD 83)
 OF2511_MARKER: DD = SURVEY DISK
 OF2511_SETTING: 0 = UNSPECIFIED SETTING
 OF2511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2511
 OF2511  HISTORY     - Date     Condition        Report By
 OF2511  HISTORY     - 1969     MONUMENTED       NY-055
 OF2511  HISTORY     - 1971     GOOD             NY-055
 OF2511
 OF2511                          STATION DESCRIPTION
 OF2511
 OF2511'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2511'IN SWEDEN, ALONG LAKE ROAD (RT. 19)
 OF2511'
 OF2511'0.7 MILE SOUTHWEST OF STATION BROCKPORT 1875
 OF2511'
 OF2511'1.0 MILE SOUTH OF BROCKPORT-SPENCERPORT ROAD (RT. 31)
 OF2511'
 OF2511'13.5 FEET SOUTH OF NORTH RANGELINE OF HOUSE 5207
 OF2511'
 OF2511'19.5 FEET EAST OF CENTER OF LAKE ROAD (RT. 19)
 OF2511'
 OF2511'31.0 FEET NORTH OF POLE 9697
 OF2511'
 OF2511'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 755-8 IN THE TOP
 OF2511'OF A CONCRETE POST COVERED 1 FOOT.
 OF2511
 OF2511                          STATION RECOVERY (1971)
 OF2511
 OF2511'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2511'NEW DESCRIPTION FOLLOWS.
 OF2511'
 OF2511'IN SWEDEN, ON THE E. SIDE OF LAKE ROAD (RT 19), 1.0 MI. S. OF
 OF2511'4TH SECTION ROAD, 0.2 MI. N. OF COLBY STREET
 OF2511'
 OF2511'19.5 FT E. OF CENTERLINE LAKE ROAD
 OF2511'
 OF2511'8.4 FT E. OF E. EDGE OF PAVEMANT
 OF2511'
 OF2511'13.5 FT S. OF N. RANGELINE OF HOUSE NO. 5207
 OF2511'
 OF2511'31.0 FT N. OF POLE NO. 9697
 OF2511'
 OF2511'3.0 FT W. OF MONROE COUNTY WITNESS POST
 OF2511'
 OF2511'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2511'755-8 IN THE TOP OF A CONCRETE POST COVERED 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2509 ***********************************************************************
 OF2509  DESIGNATION -  755 9 MCGS 1969
 OF2509  PID         -  OF2509
 OF2509  STATE/COUNTY-  NY/MONROE
 OF2509  USGS QUAD   -  BROCKPORT (1978)
 OF2509
 OF2509                         *CURRENT SURVEY CONTROL
 OF2509  ___________________________________________________________________
 OF2509* NAD 83(1996)-  43 11 27.40751(N)    077 56 39.22037(W)     ADJUSTED  
 OF2509* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 OF2509  ___________________________________________________________________
 OF2509  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 OF2509  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2509
 OF2509  HORZ ORDER  -  SECOND
 OF2509
 OF2509.The horizontal coordinates were established by classical geodetic methods
 OF2509.and adjusted by the National Geodetic Survey in January 1999..
 OF2509
 OF2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2509
 OF2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2509
 OF2509.The geoid height was determined by GEOID03.
 OF2509
 OF2509;                    North         East     Units Scale Factor Converg.
 OF2509;SPC NY W     -   354,580.135   401,948.436   MT  0.99997069   +0 26 14.8
 OF2509;SPC NY W     - 1,163,318.33  1,318,725.83   sFT  0.99997069   +0 26 14.8
 OF2509;UTM  18      - 4,786,228.488   260,758.488   MT  1.00030415   -2 00 57.9
 OF2509;UTM  17      - 4,786,553.626   748,305.894   MT  1.00035853   +2 05 33.1
 OF2509
 OF2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2509!SPC NY W     -   0.99997288  x   0.99997069  =   0.99994357
 OF2509!UTM  18      -   0.99997288  x   1.00030415  =   1.00027702
 OF2509!UTM  17      -   0.99997288  x   1.00035853  =   1.00033140
 OF2509
 OF2509|---------------------------------------------------------------------|
 OF2509| PID    Reference Object                     Distance      Geod. Az  |
 OF2509|                                                           dddmmss.s |
 OF2509| OF2532 2510 MCGS 1971                      395.790 METERS 18218     |
 OF2509|---------------------------------------------------------------------|
 OF2509
 OF2509                          SUPERSEDED SURVEY CONTROL
 OF2509
 OF2509  NAD 83(1986)-  43 11 27.41423(N)    077 56 39.21907(W) AD(       ) 2
 OF2509  NAD 27      -  43 11 27.19694(N)    077 56 40.17127(W) AD(       ) 2
 OF2509  NGVD 29 (07/19/86)  208.5    (m)          684.     (f) VERT ANG       
 OF2509
 OF2509.Superseded values are not recommended for survey control.
 OF2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2509.See file dsdata.txt to determine how the superseded data were derived.
 OF2509
 OF2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6075886228(NAD 83)
 OF2509_MARKER: DD = SURVEY DISK
 OF2509_SETTING: 0 = UNSPECIFIED SETTING
 OF2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2509
 OF2509  HISTORY     - Date     Condition        Report By
 OF2509  HISTORY     - 1969     MONUMENTED       NY-055
 OF2509  HISTORY     - 1971     GOOD             NY-055
 OF2509
 OF2509                          STATION DESCRIPTION
 OF2509
 OF2509'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2509'IN SWEDEN, ALONG LAKE ROAD (RT. 19)
 OF2509'
 OF2509'0.5 MILE SOUTH OF BROCKPORT-SPENCERPORT RD. (RT. 31)
 OF2509'
 OF2509'IN FRONT OF 2 STORY WHITE HOUSE
 OF2509'
 OF2509'22.5 FEET WEST OF CENTERLINE OF PAVEMENT
 OF2509'
 OF2509'11.5 FEET SOUTHEAST OF CENTER OF STUMP
 OF2509'
 OF2509'122.2 FEET SOUTH OF SOUTHEAST CORNER OF CYCLONE FENCE
 OF2509'
 OF2509'0.5 MILE WEST OF STATION BROCKPORT 1875
 OF2509'
 OF2509'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 755-9 IN THE
 OF2509'TOP OF A CONCRETE POST COVERED 1 FOOT.
 OF2509
 OF2509                          STATION RECOVERY (1971)
 OF2509
 OF2509'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2509'PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1343 ***********************************************************************
 KU1343  DESIGNATION -  7.6 C OF FR
 KU1343  PID         -  KU1343
 KU1343  STATE/COUNTY-  NY/QUEENS
 KU1343  USGS QUAD   -  LAWRENCE (1979)
 KU1343
 KU1343                         *CURRENT SURVEY CONTROL
 KU1343  ___________________________________________________________________
 KU1343* NAD 83(1986)-  40 35 47.     (N)    073 44 39.     (W)     SCALED    
 KU1343* NAVD 88     -         1.891  (meters)       6.20   (feet)  ADJUSTED  
 KU1343  ___________________________________________________________________
 KU1343  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU1343  DYNAMIC HT  -           1.891 (meters)       6.20  (feet)  COMP
 KU1343  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 KU1343
 KU1343  VERT ORDER  -  FIRST     CLASS II
 KU1343
 KU1343.The horizontal coordinates were scaled from a topographic map and have
 KU1343.an estimated accuracy of +/- 6 seconds.
 KU1343
 KU1343.The orthometric height was determined by differential leveling
 KU1343.and adjusted by the National Geodetic Survey in June 1991..
 KU1343
 KU1343.The geoid height was determined by GEOID03.
 KU1343
 KU1343.The dynamic height is computed by dividing the NAVD 88
 KU1343.geopotential number by the normal gravity value computed on the
 KU1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1343.degrees latitude (g = 980.6199 gals.).
 KU1343
 KU1343.The modeled gravity was interpolated from observed gravity values.
 KU1343
 KU1343;                    North         East    Units  Estimated Accuracy
 KU1343;SPC NY L     -    47,750.      321,660.      MT  (+/- 180 meters Scaled)
 KU1343
 KU1343                          SUPERSEDED SURVEY CONTROL
 KU1343
 KU1343  NGVD 29 (??/??/92)    2.228  (m)            7.31   (f) ADJ UNCH    1 2
 KU1343
 KU1343.Superseded values are not recommended for survey control.
 KU1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1343.See file dsdata.txt to determine how the superseded data were derived.
 KU1343
 KU1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK062947(NAD 83)
 KU1343_MARKER: X = CHISELED CROSS
 KU1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1343_SP_SET: GRANITE POST
 KU1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1343+STABILITY: SURFACE MOTION
 KU1343
 KU1343  HISTORY     - Date     Condition        Report By
 KU1343  HISTORY     - UNK      MONUMENTED       NY4170
 KU1343  HISTORY     - 1952     GOOD             NGS
 KU1343
 KU1343                          STATION DESCRIPTION
 KU1343
 KU1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1343'AT NEW YORK.
 KU1343'AT NEW YORK, IN BOROUGH OF QUEENS, AT FAR ROCKAWAY, AT INTERSECTION
 KU1343'OF B 9TH STREET AND SEAGIRT AVENUE, 2.3 FEET NORTH OF NORTH EDGE OF
 KU1343'NORTH SIDE WALK OF SEAGIRT AVENUE, 0.8 FOOT EAST OF EAST EDGE OF
 KU1343'EAST SIDE WALK OF B 9TH STREET, A 1 1/4-INCH CHISELED CROSS IN
 KU1343'THE TOP OF A GRANITE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2500 ***********************************************************************
 OF2500  DESIGNATION -  761 NYGS 1969
 OF2500  PID         -  OF2500
 OF2500  STATE/COUNTY-  NY/MONROE
 OF2500  USGS QUAD   -  BROCKPORT (1978)
 OF2500
 OF2500                         *CURRENT SURVEY CONTROL
 OF2500  ___________________________________________________________________
 OF2500* NAD 83(1996)-  43 08 22.11085(N)    077 59 13.77807(W)     ADJUSTED  
 OF2500* NAVD 88     -       198.35   (+/-2cm)     650.8    (feet)  VERTCON   
 OF2500  ___________________________________________________________________
 OF2500  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OF2500  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 OF2500
 OF2500  HORZ ORDER  -  SECOND
 OF2500  VERT ORDER  -  THIRD ? (See Below)
 OF2500
 OF2500.The horizontal coordinates were established by classical geodetic methods
 OF2500.and adjusted by the National Geodetic Survey in January 1999..
 OF2500
 OF2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2500.The vertical order pertains to the NGVD 29 superseded value.
 OF2500
 OF2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2500
 OF2500.The geoid height was determined by GEOID03.
 OF2500
 OF2500;                    North         East     Units Scale Factor Converg.
 OF2500;SPC NY W     -   348,836.471   398,499.431   MT  0.99996643   +0 24 27.6
 OF2500;SPC NY W     - 1,144,474.32  1,307,410.22   sFT  0.99996643   +0 24 27.6
 OF2500;UTM  18      - 4,780,635.725   257,065.599   MT  1.00032607   -2 02 36.8
 OF2500;UTM  17      - 4,780,710.567   745,022.891   MT  1.00033861   +2 03 40.1
 OF2500
 OF2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2500!SPC NY W     -   0.99997441  x   0.99996643  =   0.99994084
 OF2500!UTM  18      -   0.99997441  x   1.00032607  =   1.00030047
 OF2500!UTM  17      -   0.99997441  x   1.00033861  =   1.00031301
 OF2500
 OF2500                          SUPERSEDED SURVEY CONTROL
 OF2500
 OF2500  NAD 83(1986)-  43 08 22.11732(N)    077 59 13.77666(W) AD(       ) 2
 OF2500  NAD 27      -  43 08 21.90015(N)    077 59 14.72613(W) AD(       ) 2
 OF2500  NGVD 29 (07/19/86)  198.52   (m)          651.3    (f) LEVELING    3  
 OF2500
 OF2500.Superseded values are not recommended for survey control.
 OF2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2500.See file dsdata.txt to determine how the superseded data were derived.
 OF2500
 OF2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5706680636(NAD 83)
 OF2500_MARKER: DD = SURVEY DISK
 OF2500_SETTING: 0 = UNSPECIFIED SETTING
 OF2500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2500
 OF2500  HISTORY     - Date     Condition        Report By
 OF2500  HISTORY     - 1936     MONUMENTED       NYGS
 OF2500  HISTORY     - 1969     GOOD             CGS
 OF2500  HISTORY     - 1988     POOR             USPSQD
 OF2500
 OF2500                          STATION DESCRIPTION
 OF2500
 OF2500'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2500'IN SWEDEN, 0.45 MILE NORTH OF REED ROAD, 27.2 FEET EAST OF
 OF2500'CENTER LINE OF WEST SWEDEN ROAD, 83.2 FEET NORTHWEST OF SOUTHWEST
 OF2500'CORNER OF THE LANDRES HOUSE, 81.3 FEET SOUTHWEST OF NORTHWEST
 OF2500'CORNER OF HOUSE, 63.8 FEET EAST OF CORNERPOST AT INTERSECTION
 OF2500'OF WEST RIGHT-OF-WAY WITH FARM FENCES (FIRST NORTH OF THE J.H.
 OF2500'MARKHAM HOUSE), 22.1 FEET NORTH OF 28-INCH MAPLE, AND 7.5 FEET
 OF2500'SOUTH OF 16-INCH MAPLE.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2500'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2500
 OF2500                          STATION RECOVERY (1969)
 OF2500
 OF2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2500'ORIGINAL DESCRIPTION IS ADEQUATE
 OF2500
 OF2500                          STATION RECOVERY (1988)
 OF2500
 OF2500'RECOVERY NOTE BY US POWER SQUADRON 1988 (LCT)
 OF2500'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0856 ***********************************************************************
 NB0856  DESIGNATION -  766
 NB0856  PID         -  NB0856
 NB0856  STATE/COUNTY-  NY/ONTARIO
 NB0856  USGS QUAD   -  CANANDAIGUA (1978)
 NB0856
 NB0856                         *CURRENT SURVEY CONTROL
 NB0856  ___________________________________________________________________
 NB0856* NAD 83(1986)-  42 53 18.     (N)    077 16 52.     (W)     SCALED    
 NB0856* NAVD 88     -       233.732  (meters)     766.84   (feet)  ADJUSTED  
 NB0856  ___________________________________________________________________
 NB0856  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NB0856  DYNAMIC HT  -         233.665 (meters)     766.62  (feet)  COMP
 NB0856  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 NB0856
 NB0856  VERT ORDER  -  SECOND    CLASS 0
 NB0856
 NB0856.The horizontal coordinates were scaled from a topographic map and have
 NB0856.an estimated accuracy of +/- 6 seconds.
 NB0856
 NB0856.The orthometric height was determined by differential leveling
 NB0856.and adjusted by the National Geodetic Survey in June 1991..
 NB0856
 NB0856.The geoid height was determined by GEOID03.
 NB0856
 NB0856.The dynamic height is computed by dividing the NAVD 88
 NB0856.geopotential number by the normal gravity value computed on the
 NB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0856.degrees latitude (g = 980.6199 gals.).
 NB0856
 NB0856.The modeled gravity was interpolated from observed gravity values.
 NB0856
 NB0856;                    North         East    Units  Estimated Accuracy
 NB0856;SPC NY C     -   321,000.      193,000.      MT  (+/- 180 meters Scaled)
 NB0856
 NB0856                          SUPERSEDED SURVEY CONTROL
 NB0856
 NB0856  NGVD 29 (??/??/92)  233.886  (m)          767.34   (f) ADJ UNCH    2 0
 NB0856
 NB0856.Superseded values are not recommended for survey control.
 NB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0856.See file dsdata.txt to determine how the superseded data were derived.
 NB0856
 NB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN137509(NAD 83)
 NB0856_MARKER: DD = SURVEY DISK
 NB0856_SETTING: 0 = UNSPECIFIED SETTING
 NB0856_STAMPING: 766 OSWEGO 1899 NEW YORK
 NB0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0856
 NB0856  HISTORY     - Date     Condition        Report By
 NB0856  HISTORY     - 1899     MONUMENTED       USGS
 NB0856  HISTORY     - 1942     GOOD             NGS
 NB0856  HISTORY     - 1968     GOOD             USDA
 NB0856  HISTORY     - 1985     GOOD             USPSQD
 NB0856  HISTORY     - 19891007 POOR             USPSQD
 NB0856  HISTORY     - 19901024 GOOD             USPSQD
 NB0856  HISTORY     - 20040404 GOOD             USPSQD
 NB0856
 NB0856                          STATION DESCRIPTION
 NB0856
 NB0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0856'AT CANANDAIGUA.
 NB0856'BENCH MARK IS 201.0 FEET EAST OF AND ABOUT 10.0 FEET ABOVE THE
 NB0856'CENTERLINE OF HIGHWAY, 46.0 FEET SOUTH OF THE WEST ENTRANCE OF
 NB0856'COURT HOUSE, AND 27.0 FEET NORTH OF THE SOUTHWEST CORNER OF
 NB0856'COURTHOUSE. A U.S.G.S. DISK SET VERTICALLY IN THE WEST SIDE OF
 NB0856'COURTHOUSE IN A DRILL HOLE 3.0 FEET ABOVE THE GROUND.
 NB0856
 NB0856                          STATION RECOVERY (1968)
 NB0856
 NB0856'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1968
 NB0856'RECOVERED IN GOOD CONDITION.
 NB0856
 NB0856                          STATION RECOVERY (1985)
 NB0856
 NB0856'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0856'RECOVERED IN GOOD CONDITION.
 NB0856
 NB0856                          STATION RECOVERY (1989)
 NB0856
 NB0856'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB0856'MARK RECOVERED IN POOR CONDITION.
 NB0856
 NB0856                          STATION RECOVERY (1990)
 NB0856
 NB0856'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0856'RECOVERED IN GOOD CONDITION.
 NB0856
 NB0856                          STATION RECOVERY (2004)
 NB0856
 NB0856'RECOVERY NOTE BY US POWER SQUADRON 2004 (VC)
 NB0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2499 ***********************************************************************
 OF2499  DESIGNATION -  766 MCGS 1969
 OF2499  PID         -  OF2499
 OF2499  STATE/COUNTY-  NY/MONROE
 OF2499  USGS QUAD   -  BROCKPORT (1978)
 OF2499
 OF2499                         *CURRENT SURVEY CONTROL
 OF2499  ___________________________________________________________________
 OF2499* NAD 83(1996)-  43 10 53.80046(N)    077 59 14.22163(W)     ADJUSTED  
 OF2499* NAVD 88     -       205.2    (meters)     673.     (feet)  VERTCON   
 OF2499  ___________________________________________________________________
 OF2499  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 OF2499  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2499
 OF2499  HORZ ORDER  -  SECOND
 OF2499
 OF2499.The horizontal coordinates were established by classical geodetic methods
 OF2499.and adjusted by the National Geodetic Survey in January 1999..
 OF2499
 OF2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2499
 OF2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2499
 OF2499.The geoid height was determined by GEOID03.
 OF2499
 OF2499;                    North         East     Units Scale Factor Converg.
 OF2499;SPC NY W     -   353,517.260   398,456.097   MT  0.99996637   +0 24 28.4
 OF2499;SPC NY W     - 1,159,831.21  1,307,268.04   sFT  0.99996637   +0 24 28.4
 OF2499;UTM  18      - 4,785,315.762   257,222.629   MT  1.00032512   -2 02 42.8
 OF2499;UTM  17      - 4,785,389.893   744,844.393   MT  1.00033752   +2 03 45.6
 OF2499
 OF2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2499!SPC NY W     -   0.99997335  x   0.99996637  =   0.99993973
 OF2499!UTM  18      -   0.99997335  x   1.00032512  =   1.00029847
 OF2499!UTM  17      -   0.99997335  x   1.00033752  =   1.00031087
 OF2499
 OF2499:                Primary Azimuth Mark                     Grid Az
 OF2499:SPC NY W     -  ARMER AZIMUTH MARK 1969                  001 10 24.5
 OF2499:UTM  18      -  ARMER AZIMUTH MARK 1969                  003 37 35.7
 OF2499:UTM  17      -  ARMER AZIMUTH MARK 1969                  359 31 07.3
 OF2499
 OF2499|---------------------------------------------------------------------|
 OF2499| PID    Reference Object                     Distance      Geod. Az  |
 OF2499|                                                           dddmmss.s |
 OF2499| OF2489 ARMER AZIMUTH MARK 1969             APPROX. 0.6 KM 0013452.9 |
 OF2499| OF2533 TT 74K USGS 1930                    APPROX. 0.6 KM 1802356.8 |
 OF2499|---------------------------------------------------------------------|
 OF2499
 OF2499                          SUPERSEDED SURVEY CONTROL
 OF2499
 OF2499  NAD 83(1986)-  43 10 53.80706(N)    077 59 14.22040(W) AD(       ) 2
 OF2499  NAD 27      -  43 10 53.59036(N)    077 59 15.16792(W) AD(       ) 2
 OF2499  NGVD 29 (07/19/86)  205.4    (m)          674.     (f) VERT ANG       
 OF2499
 OF2499.Superseded values are not recommended for survey control.
 OF2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2499.See file dsdata.txt to determine how the superseded data were derived.
 OF2499
 OF2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5722385316(NAD 83)
 OF2499_MARKER: DD = SURVEY DISK
 OF2499_SETTING: 0 = UNSPECIFIED SETTING
 OF2499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2499
 OF2499  HISTORY     - Date     Condition        Report By
 OF2499  HISTORY     - 1969     MONUMENTED       NY-055
 OF2499  HISTORY     - 1971     GOOD             NY-055
 OF2499  HISTORY     - 1988     GOOD             USPSQD
 OF2499
 OF2499                          STATION DESCRIPTION
 OF2499
 OF2499'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2499'IN SWEDEN, ALONG WEST SWEDEN ROAD 0.35 MILE NORTH OF WHITE ROAD
 OF2499'
 OF2499'0.15 MILE SOUTH OF GREY HOUSE WITH RED BARN WITH TWO WHITE SILOS
 OF2499'
 OF2499'26.3 FEET WEST OF CENTERLINE OF WEST SWEDEN ROAD
 OF2499'
 OF2499'19.8 FEET SOUTH OF POLE NO. 420 RTC 350
 OF2499'
 OF2499'2.0 FEET EAST OF WITNESS POST
 OF2499'
 OF2499'32.0 FEET SOUTHEAST OF A 12-INCH BUTTERNUT TREE
 OF2499'
 OF2499'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2499'STAMPED 766 IN THE TOP OF A CONCRETE POST.
 OF2499
 OF2499                          STATION RECOVERY (1971)
 OF2499
 OF2499'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2499'NEW DESCRIPTION FOLLOWS.
 OF2499'
 OF2499'IN SWEDEN, ON THE W. SIDE OF W. SWEDEN RD., 0.85 MI. N. OF
 OF2499'WHITE ROAD,
 OF2499'
 OF2499'1.15 MI. S. OF FOURTH SECTION RD.
 OF2499'
 OF2499'26.5 FT W. OF CENTERLINE W. SWEDEN RD.
 OF2499'
 OF2499'20.7 FT S. OF POLE, 420 RTC 250
 OF2499'
 OF2499'2.3 FT E. OF MONROE COUNTY WITNESS POST.
 OF2499'
 OF2499'A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK STAMPED
 OF2499'766 IN THE TOP OF A CONCRETE POST 0.2 FT. ABOVE GRADE.
 OF2499
 OF2499                          STATION RECOVERY (1988)
 OF2499
 OF2499'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWT)
 OF2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2488 ***********************************************************************
 OF2488  DESIGNATION -  767 MCGS 1969
 OF2488  PID         -  OF2488
 OF2488  STATE/COUNTY-  NY/MONROE
 OF2488  USGS QUAD   -  BROCKPORT (1978)
 OF2488
 OF2488                         *CURRENT SURVEY CONTROL
 OF2488  ___________________________________________________________________
 OF2488* NAD 83(1996)-  43 11 18.38888(N)    077 59 13.53776(W)     ADJUSTED  
 OF2488* NAVD 88     -       207.95   (+/-2cm)     682.2    (feet)  VERTCON   
 OF2488  ___________________________________________________________________
 OF2488  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OF2488  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2488
 OF2488  HORZ ORDER  -  SECOND
 OF2488  VERT ORDER  -  THIRD ? (See Below)
 OF2488
 OF2488.The horizontal coordinates were established by classical geodetic methods
 OF2488.and adjusted by the National Geodetic Survey in January 1999..
 OF2488
 OF2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2488.The vertical order pertains to the NGVD 29 superseded value.
 OF2488
 OF2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2488
 OF2488.The geoid height was determined by GEOID03.
 OF2488
 OF2488;                    North         East     Units Scale Factor Converg.
 OF2488;SPC NY W     -   354,276.126   398,466.136   MT  0.99996639   +0 24 29.1
 OF2488;SPC NY W     - 1,162,320.92  1,307,300.98   sFT  0.99996639   +0 24 29.1
 OF2488;UTM  18      - 4,786,073.775   257,265.158   MT  1.00032487   -2 02 43.3
 OF2488;UTM  17      - 4,786,149.014   744,832.509   MT  1.00033745   +2 03 47.0
 OF2488
 OF2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2488!SPC NY W     -   0.99997293  x   0.99996639  =   0.99993932
 OF2488!UTM  18      -   0.99997293  x   1.00032487  =   1.00029779
 OF2488!UTM  17      -   0.99997293  x   1.00033745  =   1.00031037
 OF2488
 OF2488|---------------------------------------------------------------------|
 OF2488| PID    Reference Object                     Distance      Geod. Az  |
 OF2488|                                                           dddmmss.s |
 OF2488| OF2489 ARMER AZIMUTH MARK 1969             155.440 METERS 17933     |
 OF2488| OF2490 767 NYGS 1969                       115.679 METERS 18021     |
 OF2488| OF2499 766 MCGS 1969                       APPROX. 0.8 KM 1810957.6 |
 OF2488| OF2502 768 NYGS 1969                       404.680 METERS 3574012.3 |
 OF2488| OF2516 768 NYGS 1969 ECC                   404.410 METERS 3582429.2 |
 OF2488|---------------------------------------------------------------------|
 OF2488
 OF2488                          SUPERSEDED SURVEY CONTROL
 OF2488
 OF2488  NAD 83(1986)-  43 11 18.39548(N)    077 59 13.53657(W) AD(       ) 2
 OF2488  NAD 27      -  43 11 18.17908(N)    077 59 14.48410(W) AD(       ) 2
 OF2488  NGVD 29 (07/19/86)  208.12   (m)          682.8    (f) LEVELING    3  
 OF2488
 OF2488.Superseded values are not recommended for survey control.
 OF2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2488.See file dsdata.txt to determine how the superseded data were derived.
 OF2488
 OF2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5726586074(NAD 83)
 OF2488_MARKER: DD = SURVEY DISK
 OF2488_SETTING: 0 = UNSPECIFIED SETTING
 OF2488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2488
 OF2488  HISTORY     - Date     Condition        Report By
 OF2488  HISTORY     - 1969     MONUMENTED       NY-055
 OF2488  HISTORY     - 1971     GOOD             NGS
 OF2488
 OF2488                          STATION DESCRIPTION
 OF2488
 OF2488'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2488'IN SWEDEN, ALONG WEST SWEDEN ROAD
 OF2488'
 OF2488'0.82 MILE NORTH OF WHITE ROAD
 OF2488'
 OF2488'25.6 FEET EAST OF CENTERLINE OF WEST SWEDEN ROAD
 OF2488'
 OF2488'0.40 MILE NORTHEAST OF STATION ARMER 1969
 OF2488'
 OF2488'318.3 FEET NORTH OF NORTH RANGELINE OF THE WALLACE WIGHT HOUSE
 OF2488'
 OF2488'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2488'STAMPED 767 IN THE TOP OF A CONCRETE POST COVERED SET IN ROCK IN
 OF2488'DITCH LINE.
 OF2488
 OF2488                          STATION RECOVERY (1971)
 OF2488
 OF2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RK)
 OF2488'PREVIOUS DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2490 ***********************************************************************
 OF2490  DESIGNATION -  767 NYGS 1969
 OF2490  PID         -  OF2490
 OF2490  STATE/COUNTY-  NY/MONROE
 OF2490  USGS QUAD   -  BROCKPORT (1978)
 OF2490
 OF2490                         *CURRENT SURVEY CONTROL
 OF2490  ___________________________________________________________________
 OF2490* NAD 83(1996)-  43 11 14.64047(N)    077 59 13.56941(W)     ADJUSTED  
 OF2490* NAVD 88     -       207.55   (+/-2cm)     680.9    (feet)  VERTCON   
 OF2490  ___________________________________________________________________
 OF2490  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OF2490  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OF2490
 OF2490  HORZ ORDER  -  SECOND
 OF2490  VERT ORDER  -  THIRD ? (See Below)
 OF2490
 OF2490.The horizontal coordinates were established by classical geodetic methods
 OF2490.and adjusted by the National Geodetic Survey in January 1999..
 OF2490
 OF2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2490.The vertical order pertains to the NGVD 29 superseded value.
 OF2490
 OF2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2490
 OF2490.The geoid height was determined by GEOID03.
 OF2490
 OF2490;                    North         East     Units Scale Factor Converg.
 OF2490;SPC NY W     -   354,160.452   398,466.245   MT  0.99996639   +0 24 29.0
 OF2490;SPC NY W     - 1,161,941.42  1,307,301.34   sFT  0.99996639   +0 24 29.0
 OF2490;UTM  18      - 4,785,958.160   257,260.314   MT  1.00032490   -2 02 43.2
 OF2490;UTM  17      - 4,786,033.348   744,835.960   MT  1.00033747   +2 03 46.8
 OF2490
 OF2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2490!SPC NY W     -   0.99997299  x   0.99996639  =   0.99993938
 OF2490!UTM  18      -   0.99997299  x   1.00032490  =   1.00029789
 OF2490!UTM  17      -   0.99997299  x   1.00033747  =   1.00031045
 OF2490
 OF2490                          SUPERSEDED SURVEY CONTROL
 OF2490
 OF2490  NAD 83(1986)-  43 11 14.64706(N)    077 59 13.56821(W) AD(       ) 2
 OF2490  NAD 27      -  43 11 14.43059(N)    077 59 14.51575(W) AD(       ) 2
 OF2490  NGVD 29 (07/19/86)  207.72   (m)          681.5    (f) LEVELING    3  
 OF2490
 OF2490.Superseded values are not recommended for survey control.
 OF2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2490.See file dsdata.txt to determine how the superseded data were derived.
 OF2490
 OF2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5726085958(NAD 83)
 OF2490_MARKER: DD = SURVEY DISK
 OF2490_SETTING: 0 = UNSPECIFIED SETTING
 OF2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2490
 OF2490  HISTORY     - Date     Condition        Report By
 OF2490  HISTORY     - 1936     MONUMENTED       NYGS
 OF2490  HISTORY     - 1969     GOOD             CGS
 OF2490  HISTORY     - 1970     SEE DESCRIPTION  NY-055
 OF2490  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2490
 OF2490                          STATION DESCRIPTION
 OF2490
 OF2490'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2490'IN SWEDEN, 0.75 MILE NORTH OF WHITE ROAD, 23.1 FEET EAST OF
 OF2490'CENTER LINE OF WEST SWEDEN ROAD, 145.5 FEET NORTHEAST OF END OF
 OF2490'STONE-WIRE FENCE WEST OF ROAD, 133.5 FEET NORTH OF INTERSECTION
 OF2490'OF EAST RIGHT-OF-WAY FENCE (STONE-WIRE) AND FARM FENCE
 OF2490'(STONE-WIRE), 46.4 FEET EAST OF FIRST 28-INCH APPLE TREE NORTH
 OF2490'OF TELEPHONE POLE WEST OF ROAD, 30.8 FEET SOUTH OF 24-INCH APPLE
 OF2490'TREE, AND 15.6 FEET NORTH OF 6-INCH APPLE TREE.  STATION IS A
 OF2490'U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE AND
 OF2490'0.2 FOOT ABOVE GROUND.
 OF2490
 OF2490                          STATION RECOVERY (1969)
 OF2490
 OF2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2490'IN SWEDEN ALONG WEST SWEDEN ROAD
 OF2490'
 OF2490'0.75 MILE NORTH OF WHITE ROAD
 OF2490'
 OF2490'0.40 MILE NORTHEAST OF STATION ARMER 1969
 OF2490'
 OF2490'23.1 FEET EAST OF CENTERLINE OF WEST SWEDEN ROAD
 OF2490'
 OF2490'3 FEET WEST OF WITNESS POST
 OF2490'
 OF2490'STATION IS
 OF2490'
 OF2490'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2490'IN CONCRETE
 OF2490'
 OF2490'0.3 FEET ABOVE GROUND, IN POOR CONDITION.
 OF2490
 OF2490                          STATION RECOVERY (1970)
 OF2490
 OF2490'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF2490'STATION DESTROYED.
 OF2490
 OF2490                          STATION RECOVERY (1994)
 OF2490
 OF2490'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2502 ***********************************************************************
 OF2502  DESIGNATION -  768 NYGS 1969
 OF2502  PID         -  OF2502
 OF2502  STATE/COUNTY-  NY/MONROE
 OF2502  USGS QUAD   -  BROCKPORT (1978)
 OF2502
 OF2502                         *CURRENT SURVEY CONTROL
 OF2502  ___________________________________________________________________
 OF2502* NAD 83(1996)-  43 11 31.49139(N)    077 59 14.26637(W)     ADJUSTED  
 OF2502* NAVD 88     -       206.72   (+/-2cm)     678.2    (feet)  VERTCON   
 OF2502  ___________________________________________________________________
 OF2502  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OF2502  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2502
 OF2502  HORZ ORDER  -  SECOND
 OF2502  VERT ORDER  -  THIRD ? (See Below)
 OF2502
 OF2502.The horizontal coordinates were established by classical geodetic methods
 OF2502.and adjusted by the National Geodetic Survey in January 1999..
 OF2502
 OF2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2502.The vertical order pertains to the NGVD 29 superseded value.
 OF2502
 OF2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2502
 OF2502.The geoid height was determined by GEOID03.
 OF2502
 OF2502;                    North         East     Units Scale Factor Converg.
 OF2502;SPC NY W     -   354,680.330   398,446.805   MT  0.99996636   +0 24 28.7
 OF2502;SPC NY W     - 1,163,647.05  1,307,237.56   sFT  0.99996636   +0 24 28.7
 OF2502;UTM  18      - 4,786,478.581   257,263.148   MT  1.00032488   -2 02 44.3
 OF2502;UTM  17      - 4,786,552.641   744,801.501   MT  1.00033726   +2 03 47.0
 OF2502
 OF2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2502!SPC NY W     -   0.99997313  x   0.99996636  =   0.99993949
 OF2502!UTM  18      -   0.99997313  x   1.00032488  =   1.00029800
 OF2502!UTM  17      -   0.99997313  x   1.00033726  =   1.00031038
 OF2502
 OF2502                          SUPERSEDED SURVEY CONTROL
 OF2502
 OF2502  NAD 83(1986)-  43 11 31.49798(N)    077 59 14.26520(W) AD(       ) 2
 OF2502  NAD 27      -  43 11 31.28159(N)    077 59 15.21265(W) AD(       ) 2
 OF2502  NGVD 29 (07/19/86)  206.89   (m)          678.8    (f) LEVELING    3  
 OF2502
 OF2502.Superseded values are not recommended for survey control.
 OF2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2502.See file dsdata.txt to determine how the superseded data were derived.
 OF2502
 OF2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5726386479(NAD 83)
 OF2502_MARKER: DS = TRIANGULATION STATION DISK
 OF2502_SETTING: 0 = UNSPECIFIED SETTING
 OF2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2502
 OF2502  HISTORY     - Date     Condition        Report By
 OF2502  HISTORY     - 1936     MONUMENTED       NYGS
 OF2502  HISTORY     - 1971     GOOD             NY-055
 OF2502
 OF2502                          STATION DESCRIPTION
 OF2502
 OF2502'DESCRIBED BY NEW YORK GEODETIC SURVEY 1936 (LRH)
 OF2502'IN SWEDEN, 0.42 MILE SOUTH OF FOURTH SECTION ROAD, 30.5 FEET
 OF2502'WEST OF CENTERLINE OF WEST SWEDEN ROAD, 158.3 FEET SOUTHEAST OF
 OF2502'24-INCH ELM, 154.4 FEET SOUTH OF CORNERPOST AT INTERSECTION OF
 OF2502'WEST RIGHT-OF-WAY WITH FARM FENCES, 113.9 FEET SOUTHWEST OF
 OF2502'INTERSECTION OF EAST RIGHT-OF-WAY WITH FARM FENCES, 7 FEET SOUTH
 OF2502'OF TELEPHONE POLE, AND 2 FEET EAST OF RIGHT-OF-WAY FENCE.
 OF2502'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 OF2502'CONCRETE AND 0.1 FOOT ABOVE GROUND.
 OF2502
 OF2502                          STATION RECOVERY (1971)
 OF2502
 OF2502'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2502'NEW DESCRIPTION FOLLOWS.
 OF2502'
 OF2502'IN SWEDEN, ON THE W. SIDE OF WEST SWEDEN RD. 1.1 MI. N. OF
 OF2502'WHITE ROAD, NORTH OF HOUSE NO. 191.
 OF2502'
 OF2502'30.3 FT W. OF CENTERLINE W. SWEDEN RD.
 OF2502'
 OF2502'65.4 FT WSW OF POLE, NM 157-1/2
 OF2502'
 OF2502'180.7 FT N. OF N. RANGELINE OF UNATTACHED GARAGE, HOUSE
 OF2502'NO. 191.
 OF2502'
 OF2502'56.0 FT N. OF POLE RTC 218, 219
 OF2502'
 OF2502'2.6 FT E. OF MONROE COUNTY WITNESS POST.
 OF2502'
 OF2502'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF2502'IN CONCRETE 0.4 FT. ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0340 ***********************************************************************
 NB0340  DESIGNATION -  77 PRR
 NB0340  PID         -  NB0340
 NB0340  STATE/COUNTY-  NY/CHEMUNG
 NB0340  USGS QUAD   -  HORSEHEADS (1978)
 NB0340
 NB0340                         *CURRENT SURVEY CONTROL
 NB0340  ___________________________________________________________________
 NB0340* NAD 83(1986)-  42 10 00.     (N)    076 49 26.     (W)     SCALED    
 NB0340* NAVD 88     -       274.373  (meters)     900.17   (feet)  ADJUSTED  
 NB0340  ___________________________________________________________________
 NB0340  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NB0340  DYNAMIC HT  -         274.273 (meters)     899.84  (feet)  COMP
 NB0340  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 NB0340
 NB0340  VERT ORDER  -  FIRST     CLASS II
 NB0340
 NB0340.The horizontal coordinates were scaled from a topographic map and have
 NB0340.an estimated accuracy of +/- 6 seconds.
 NB0340
 NB0340.The orthometric height was determined by differential leveling
 NB0340.and adjusted by the National Geodetic Survey in June 1991..
 NB0340
 NB0340.The geoid height was determined by GEOID03.
 NB0340
 NB0340.The dynamic height is computed by dividing the NAVD 88
 NB0340.geopotential number by the normal gravity value computed on the
 NB0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0340.degrees latitude (g = 980.6199 gals.).
 NB0340
 NB0340.The modeled gravity was interpolated from observed gravity values.
 NB0340
 NB0340;                    North         East    Units  Estimated Accuracy
 NB0340;SPC NY C     -   240,630.      230,120.      MT  (+/- 180 meters Scaled)
 NB0340
 NB0340                          SUPERSEDED SURVEY CONTROL
 NB0340
 NB0340  NGVD 29 (??/??/92)  274.549  (m)          900.75   (f) ADJ UNCH    1 2
 NB0340
 NB0340.Superseded values are not recommended for survey control.
 NB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0340.See file dsdata.txt to determine how the superseded data were derived.
 NB0340
 NB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM493698(NAD 83)
 NB0340_MARKER: B = BOLT
 NB0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0340_SP_SET: DOORSILL
 NB0340_MARK LOGO: PRR   
 NB0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0340
 NB0340  HISTORY     - Date     Condition        Report By
 NB0340  HISTORY     - UNK      MONUMENTED       PRR
 NB0340  HISTORY     - 1941     GOOD             NGS
 NB0340  HISTORY     - 1965     GOOD
 NB0340  HISTORY     - 1982     GOOD             NGS
 NB0340  HISTORY     - 1984     GOOD             USPSQD
 NB0340  HISTORY     - 1986     GOOD             USPSQD
 NB0340  HISTORY     - 1987     GOOD             USPSQD
 NB0340  HISTORY     - 1989     GOOD             USPSQD
 NB0340  HISTORY     - 1990     GOOD             USPSQD
 NB0340
 NB0340                          STATION DESCRIPTION
 NB0340
 NB0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB0340'AT HORSEHEADS.
 NB0340'AT HORSEHEADS, AT PENNSYLVANIA RAILROAD STATION, SET IN THE NORTHEAST
 NB0340'CORNER OF WAITING ROOM DOOR SILL ON THE  NORTHWEST SIDE OF THE
 NB0340'STATION, 27.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 NB0340'TRACK, 15.5 FEET SOUTHWEST OF THE NORTH CORNER OF THE STATION. A
 NB0340'COPPER BOLT. NOTE-- RAILROAD IS ABANDONED.
 NB0340
 NB0340                          STATION RECOVERY (1965)
 NB0340
 NB0340'RECOVERED 1965
 NB0340'RECOVERED IN GOOD CONDITION.
 NB0340
 NB0340                          STATION RECOVERY (1982)
 NB0340
 NB0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0340'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0340'IN HORSEHEADS, AT THE ABANDONED PENNSYLVANIA RAILROAD
 NB0340'STATION (NOW USED AS GRAIN STORAGE) ON JOHN STREET, IN THE
 NB0340'NORTHEAST CORNER OF A DOORSILL, 17.00 METERS (55.8 FT)
 NB0340'SOUTH OF THE CENTER OF JOHN STREET, 4.73 METERS (15.5 FT)
 NB0340'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 4.08 METERS
 NB0340'(13.4 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK.
 NB0340'THE MARK IS ABOVE LEVEL WITH TRACKS.
 NB0340
 NB0340                          STATION RECOVERY (1984)
 NB0340
 NB0340'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB0340'THE DISTANCE FROM THE SOUTHEAST RAIL IS NOW 28.0 FEET (RATHER THAN
 NB0340'27.7 FEET) DUE, PRESUMABLY TO THE RELAYING OF THE MAIN TRACK. MARK IS
 NB0340'EVEN WITH THE FACE OF THE BUILDING, AND PROJECTS FROM THE DOOR SILL
 NB0340'BY 1 INCH. THE PENNSYLVANIA RAILROAD STATION IS NO LONGER USED BY THE
 NB0340'RAILROAD, BUT IS BEING USED AS A GRAIN STORAGE BUILDING BY PRIVATE
 NB0340'INTERESTS. ONE TRACK OF THE RAILROAD IS STILL IN USE.
 NB0340
 NB0340                          STATION RECOVERY (1986)
 NB0340
 NB0340'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0340'RECOVERED IN GOOD CONDITION.
 NB0340
 NB0340                          STATION RECOVERY (1987)
 NB0340
 NB0340'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHS)
 NB0340'RECOVERED IN GOOD CONDITION.
 NB0340
 NB0340                          STATION RECOVERY (1989)
 NB0340
 NB0340'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0340'RECOVERED IN GOOD CONDITION.
 NB0340
 NB0340                          STATION RECOVERY (1990)
 NB0340
 NB0340'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLD)
 NB0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0240 ***********************************************************************
 LY0240  DESIGNATION -  772
 LY0240  PID         -  LY0240
 LY0240  STATE/COUNTY-  NY/SULLIVAN
 LY0240  USGS QUAD   -  ELLENVILLE (1976)
 LY0240
 LY0240                         *CURRENT SURVEY CONTROL
 LY0240  ___________________________________________________________________
 LY0240* NAD 83(1986)-  41 39 53.     (N)    074 28 15.     (W)     SCALED    
 LY0240* NAVD 88     -       236.048  (meters)     774.43   (feet)  ADJUSTED  
 LY0240  ___________________________________________________________________
 LY0240  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LY0240  DYNAMIC HT  -         235.951 (meters)     774.12  (feet)  COMP
 LY0240  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 LY0240
 LY0240  VERT ORDER  -  SECOND    CLASS 0
 LY0240
 LY0240.The horizontal coordinates were scaled from a topographic map and have
 LY0240.an estimated accuracy of +/- 6 seconds.
 LY0240
 LY0240.The orthometric height was determined by differential leveling
 LY0240.and adjusted by the National Geodetic Survey in June 1991..
 LY0240
 LY0240.The geoid height was determined by GEOID03.
 LY0240
 LY0240.The dynamic height is computed by dividing the NAVD 88
 LY0240.geopotential number by the normal gravity value computed on the
 LY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0240.degrees latitude (g = 980.6199 gals.).
 LY0240
 LY0240.The modeled gravity was interpolated from observed gravity values.
 LY0240
 LY0240;                    North         East    Units  Estimated Accuracy
 LY0240;SPC NY E     -   314,370.      152,430.      MT  (+/- 180 meters Scaled)
 LY0240
 LY0240                          SUPERSEDED SURVEY CONTROL
 LY0240
 LY0240  NGVD 29 (??/??/92)  236.25   (m)          775.1    (f) COMPUTED    2 0
 LY0240
 LY0240.Superseded values are not recommended for survey control.
 LY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0240.See file dsdata.txt to determine how the superseded data were derived.
 LY0240
 LY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM440126(NAD 83)
 LY0240_MARKER: DB = BENCH MARK DISK
 LY0240_SETTING: 66 = SET IN ROCK OUTCROP
 LY0240_SP_SET: ROCK LEDGE
 LY0240_STAMPING: 772 ADJ 1903
 LY0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0240+STABILITY: POSITION/ELEVATION WELL
 LY0240
 LY0240  HISTORY     - Date     Condition        Report By
 LY0240  HISTORY     - 1903     MONUMENTED       USGS
 LY0240  HISTORY     - 1935     GOOD             NGS
 LY0240
 LY0240                          STATION DESCRIPTION
 LY0240
 LY0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LY0240'3.8 MI S FROM MOUNTAINDALE.
 LY0240'3.8 MILES SOUTH OF MOUNTAINDALE ON N.Y.O. AND W.R.R., 293 FEET
 LY0240'SOUTH OF MILE POST NY 98, IN ROCK LEDGE AT BOTTOM OF STREAM BED,
 LY0240'15 FEET WEST OF CENTER LINE OF SOUTHBOUND TRACK, 3 FEET BELOW
 LY0240'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2114 ***********************************************************************
 OF2114  DESIGNATION -  772 MCGS 1969
 OF2114  PID         -  OF2114
 OF2114  STATE/COUNTY-  NY/MONROE
 OF2114  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2114
 OF2114                         *CURRENT SURVEY CONTROL
 OF2114  ___________________________________________________________________
 OF2114* NAD 83(1996)-  43 00 16.59543(N)    077 43 48.14049(W)     ADJUSTED  
 OF2114* NAVD 88     -       163.4    (meters)     536.     (feet)  VERTCON   
 OF2114  ___________________________________________________________________
 OF2114  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 OF2114  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OF2114
 OF2114  HORZ ORDER  -  SECOND
 OF2114
 OF2114.The horizontal coordinates were established by classical geodetic methods
 OF2114.and adjusted by the National Geodetic Survey in January 1999..
 OF2114
 OF2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2114
 OF2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2114
 OF2114.The geoid height was determined by GEOID03.
 OF2114
 OF2114;                    North         East     Units Scale Factor Converg.
 OF2114;SPC NY W     -   334,035.463   419,569.077   MT  0.99999702   +0 34 55.3
 OF2114;SPC NY W     - 1,095,914.68  1,376,536.21   sFT  0.99999702   +0 34 55.3
 OF2114;UTM  18      - 4,764,943.794   277,489.661   MT  1.00020912   -1 51 46.1
 OF2114
 OF2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2114!SPC NY W     -   0.99997985  x   0.99999702  =   0.99997687
 OF2114!UTM  18      -   0.99997985  x   1.00020912  =   1.00018897
 OF2114
 OF2114:                Primary Azimuth Mark                     Grid Az
 OF2114:SPC NY W     -  TT 9K USGS 1969                          101 39 13.9
 OF2114:UTM  18      -  TT 9K USGS 1969                          104 05 55.3
 OF2114
 OF2114|---------------------------------------------------------------------|
 OF2114| PID    Reference Object                     Distance      Geod. Az  |
 OF2114|                                                           dddmmss.s |
 OF2114| OF2119 TT 9K USGS 1969                     APPROX. 0.8 KM 1021409.2 |
 OF2114| OF2209 4924                                181.202 METERS 28926     |
 OF2114|---------------------------------------------------------------------|
 OF2114
 OF2114                          SUPERSEDED SURVEY CONTROL
 OF2114
 OF2114  NAD 83(1986)-  43 00 16.60259(N)    077 43 48.13822(W) AD(       ) 2
 OF2114  NAD 27      -  43 00 16.37623(N)    077 43 49.12108(W) AD(       ) 2
 OF2114  NGVD 29 (07/19/86)  163.6    (m)          537.     (f) VERT ANG       
 OF2114
 OF2114.Superseded values are not recommended for survey control.
 OF2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2114.See file dsdata.txt to determine how the superseded data were derived.
 OF2114
 OF2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7749064944(NAD 83)
 OF2114_MARKER: DD = SURVEY DISK
 OF2114_SETTING: 0 = UNSPECIFIED SETTING
 OF2114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF2114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2114
 OF2114  HISTORY     - Date     Condition        Report By
 OF2114  HISTORY     - 1969     MONUMENTED       NY-055
 OF2114  HISTORY     - 1973     GOOD             NY-055
 OF2114  HISTORY     - 1973     GOOD             NY-055
 OF2114  HISTORY     - 19910526 GOOD             USPSQD
 OF2114  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 OF2114
 OF2114                          STATION DESCRIPTION
 OF2114
 OF2114'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2114'IN RUSH ALONG THE RUSH-SCOTTSVILLE ROAD IN THE EAST ABUTMENT
 OF2114'OF THE BRIDGE OVER THE GENESEE RIVER.
 OF2114'
 OF2114'1.0 FEET SOUTH OF IRON PLATE.
 OF2114'
 OF2114'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE
 OF2114'DISK STAMPED 772 CEMENTED INTO AND FLUSH WITH SURFACE OF ABUTMENT.
 OF2114
 OF2114                          STATION RECOVERY (1973)
 OF2114
 OF2114'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (SJC)
 OF2114'ORIGINAL DESCRIPTION IS ADEQUATE.
 OF2114
 OF2114                          STATION RECOVERY (1973)
 OF2114
 OF2114'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1973 (JEG)
 OF2114'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2114
 OF2114                          STATION RECOVERY (1991)
 OF2114
 OF2114'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 OF2114'RECOVERED IN GOOD CONDITION.
 OF2114
 OF2114                          STATION RECOVERY (1997)
 OF2114
 OF2114'RECOVERY NOTE BY US POWER SQUADRON 1997
 OF2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0077 ***********************************************************************
 NC0077  DESIGNATION -  77.26
 NC0077  PID         -  NC0077
 NC0077  STATE/COUNTY-  NY/CATTARAUGUS
 NC0077  USGS QUAD   -  DELEVAN (1979)
 NC0077
 NC0077                         *CURRENT SURVEY CONTROL
 NC0077  ___________________________________________________________________
 NC0077* NAD 83(1986)-  42 25 30.     (N)    078 22 45.     (W)     SCALED    
 NC0077* NAVD 88     -       521.87   (+/-2cm)    1712.2    (feet)  VERTCON   
 NC0077  ___________________________________________________________________
 NC0077  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 NC0077
 NC0077  VERT ORDER  -  THIRD (See Below)
 NC0077
 NC0077.The horizontal coordinates were scaled from a topographic map and have
 NC0077.an estimated accuracy of +/- 6 seconds.
 NC0077
 NC0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0077.The vertical order pertains to the NGVD 29 superseded value.
 NC0077
 NC0077.The geoid height was determined by GEOID03.
 NC0077
 NC0077;                    North         East    Units  Estimated Accuracy
 NC0077;SPC NY W     -   269,320.      366,800.      MT  (+/- 180 meters Scaled)
 NC0077
 NC0077                          SUPERSEDED SURVEY CONTROL
 NC0077
 NC0077  NGVD 29 (??/??/??)  522.03   (m)         1712.7    (f) RESET       3  
 NC0077
 NC0077.Superseded values are not recommended for survey control.
 NC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0077.See file dsdata.txt to determine how the superseded data were derived.
 NC0077
 NC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH156002(NAD 83)
 NC0077_MARKER: Z = SEE DESCRIPTION
 NC0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0077_SP_SET: BRIDGE
 NC0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0077
 NC0077  HISTORY     - Date     Condition        Report By
 NC0077  HISTORY     - UNK      MONUMENTED       BORR
 NC0077  HISTORY     - 1963     MARK NOT FOUND   NGS
 NC0077
 NC0077                          STATION DESCRIPTION
 NC0077
 NC0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NC0077'2.0 MI W FROM FARMERSVILLE STATION.
 NC0077'ON BRIDGE 77.26 ON TOP OF A WINGWALL OF N ABUTMENT ON LEFT SIDE OF
 NC0077'TRACK 4078+60.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0531 ***********************************************************************
 OE0531  DESIGNATION -  776
 OE0531  PID         -  OE0531
 OE0531  STATE/COUNTY-  NY/LEWIS
 OE0531  USGS QUAD   -  GLENFIELD (1966)
 OE0531
 OE0531                         *CURRENT SURVEY CONTROL
 OE0531  ___________________________________________________________________
 OE0531* NAD 83(1986)-  43 42 38.     (N)    075 24 08.     (W)     SCALED    
 OE0531* NAVD 88     -       236.904  (meters)     777.24   (feet)  ADJUSTED  
 OE0531  ___________________________________________________________________
 OE0531  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 OE0531  DYNAMIC HT  -         236.853 (meters)     777.08  (feet)  COMP
 OE0531  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 OE0531
 OE0531  VERT ORDER  -  FIRST     CLASS II
 OE0531
 OE0531.The horizontal coordinates were scaled from a topographic map and have
 OE0531.an estimated accuracy of +/- 6 seconds.
 OE0531
 OE0531.The orthometric height was determined by differential leveling
 OE0531.and adjusted by the National Geodetic Survey in June 1991..
 OE0531
 OE0531.The geoid height was determined by GEOID03.
 OE0531
 OE0531.The dynamic height is computed by dividing the NAVD 88
 OE0531.geopotential number by the normal gravity value computed on the
 OE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0531.degrees latitude (g = 980.6199 gals.).
 OE0531
 OE0531.The modeled gravity was interpolated from observed gravity values.
 OE0531
 OE0531;                    North         East    Units  Estimated Accuracy
 OE0531;SPC NY C     -   412,790.      345,190.      MT  (+/- 180 meters Scaled)
 OE0531
 OE0531                          SUPERSEDED SURVEY CONTROL
 OE0531
 OE0531  NGVD 29 (??/??/92)  237.013  (m)          777.60   (f) ADJ UNCH    1 2
 OE0531
 OE0531.Superseded values are not recommended for survey control.
 OE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0531.See file dsdata.txt to determine how the superseded data were derived.
 OE0531
 OE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP675398(NAD 83)
 OE0531_MARKER: DD = SURVEY DISK
 OE0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0531_SP_SET: PLATFORM
 OE0531_STAMPING: USGS 776 ALBANY 1900
 OE0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0531+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 OE0531
 OE0531  HISTORY     - Date     Condition        Report By
 OE0531  HISTORY     - 1900     MONUMENTED       USGS
 OE0531  HISTORY     - 1942     GOOD             NGS
 OE0531  HISTORY     - 20020128 GOOD             NGS
 OE0531  HISTORY     - 20050818 GOOD             NYDT
 OE0531
 OE0531                          STATION DESCRIPTION
 OE0531
 OE0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0531'IN GLENFIELD.
 OE0531'BENCH MARK IS SET VERTICALLY IN THE EAST FACE OF THE FOUNDATION OF THE
 OE0531'NEW YORK CENTRAL RAILROAD STATION AT GLENFIELD, 40.0 FEET SOUTH OF THE
 OE0531'NORTHEAST CORNER AND 1.1 FEET ABOVE PLATFORM.
 OE0531
 OE0531                          STATION RECOVERY (2002)
 OE0531
 OE0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OE0531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OE0531
 OE0531                          STATION RECOVERY (2005)
 OE0531
 OE0531'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1997 ***********************************************************************
 NB1997  DESIGNATION -  777 1 MCGS 1969
 NB1997  PID         -  NB1997
 NB1997  STATE/COUNTY-  NY/MONROE
 NB1997  USGS QUAD   -  RUSH (1976)
 NB1997
 NB1997                         *CURRENT SURVEY CONTROL
 NB1997  ___________________________________________________________________
 NB1997* NAD 83(1996)-  42 59 45.70955(N)    077 44 35.45298(W)     ADJUSTED  
 NB1997* NAVD 88     -       175.8    (meters)     577.     (feet)  VERTCON   
 NB1997  ___________________________________________________________________
 NB1997  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 NB1997  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NB1997
 NB1997  HORZ ORDER  -  SECOND
 NB1997
 NB1997.The horizontal coordinates were established by classical geodetic methods
 NB1997.and adjusted by the National Geodetic Survey in January 1999..
 NB1997
 NB1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1997
 NB1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1997
 NB1997.The geoid height was determined by GEOID03.
 NB1997
 NB1997;                    North         East     Units Scale Factor Converg.
 NB1997;SPC NY W     -   333,071.604   418,507.107   MT  0.99999522   +0 34 22.7
 NB1997;SPC NY W     - 1,092,752.42  1,373,052.07   sFT  0.99999522   +0 34 22.7
 NB1997;UTM  18      - 4,764,025.911   276,387.307   MT  1.00021518   -1 52 17.3
 NB1997
 NB1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1997!SPC NY W     -   0.99997790  x   0.99999522  =   0.99997312
 NB1997!UTM  18      -   0.99997790  x   1.00021518  =   1.00019308
 NB1997
 NB1997:                Primary Azimuth Mark                     Grid Az
 NB1997:SPC NY W     -  NEW YORK ST A I SCH STANDPIPE            084 33 27.1
 NB1997:UTM  18      -  NEW YORK ST A I SCH STANDPIPE            087 00 07.1
 NB1997
 NB1997|---------------------------------------------------------------------|
 NB1997| PID    Reference Object                     Distance      Geod. Az  |
 NB1997|                                                           dddmmss.s |
 NB1997| NB1999 NEW YORK ST A I SCH STANDPIPE       APPROX. 2.6 KM 0850749.8 |
 NB1997| NB1255 Y 129                               APPROX. 0.5 KM 1034533.4 |
 NB1997|---------------------------------------------------------------------|
 NB1997
 NB1997                          SUPERSEDED SURVEY CONTROL
 NB1997
 NB1997  NAD 83(1986)-  42 59 45.71649(N)    077 44 35.45054(W) AD(       ) 2
 NB1997  NAD 27      -  42 59 45.49134(N)    077 44 36.43449(W) AD(       ) 2
 NB1997  NGVD 29 (07/19/86)  176.0    (m)          577.     (f) VERT ANG       
 NB1997
 NB1997.Superseded values are not recommended for survey control.
 NB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1997.See file dsdata.txt to determine how the superseded data were derived.
 NB1997
 NB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7638764026(NAD 83)
 NB1997_MARKER: DD = SURVEY DISK
 NB1997_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1997
 NB1997  HISTORY     - Date     Condition        Report By
 NB1997  HISTORY     - 1969     MONUMENTED       NY-055
 NB1997  HISTORY     - 1977     GOOD             NY-055
 NB1997
 NB1997                          STATION DESCRIPTION
 NB1997
 NB1997'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1997'IN WHEATLAND ALONG RIVER ROAD.
 NB1997'
 NB1997'0.5 MILE NORTH OF SOUTH ROAD.
 NB1997'
 NB1997'1.7 MILE SOUTHWEST OF STATION SCOTTSVILLE 1875.
 NB1997'
 NB1997'3.6 FEET NORTHWEST OF 1X1 FOOT WOODEN POST.
 NB1997'
 NB1997'63.1 FEET NORTH OF NORTH RANGE LINE OF COBBLESTONE HOUSE 5015.
 NB1997'
 NB1997'50.5 FEET EAST OF TREE.
 NB1997'
 NB1997'70.3 FEET EAST OF TREE.
 NB1997'
 NB1997'88.5 FEET EAST OF RG AND E POLE.
 NB1997'
 NB1997'78.7 FEET SOUTH OF RG AND E POLE.
 NB1997'
 NB1997'17.5 FEET EAST OF CENTERLINE OF RIVER ROAD.
 NB1997'
 NB1997'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1997'STAMPED 777-1 IN THE TOP OF A CONCRETE POST 1.5 FEET BELOW GRADE.
 NB1997
 NB1997                          STATION RECOVERY (1977)
 NB1997
 NB1997'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB1997'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1998 ***********************************************************************
 NB1998  DESIGNATION -  777 MCGS 1969
 NB1998  PID         -  NB1998
 NB1998  STATE/COUNTY-  NY/LIVINGSTON
 NB1998  USGS QUAD   -  RUSH (1976)
 NB1998
 NB1998                         *CURRENT SURVEY CONTROL
 NB1998  ___________________________________________________________________
 NB1998* NAD 83(1996)-  42 59 15.51509(N)    077 44 35.23153(W)     ADJUSTED  
 NB1998* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 NB1998  ___________________________________________________________________
 NB1998  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 NB1998  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NB1998
 NB1998  HORZ ORDER  -  SECOND
 NB1998
 NB1998.The horizontal coordinates were established by classical geodetic methods
 NB1998.and adjusted by the National Geodetic Survey in January 1999..
 NB1998
 NB1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1998
 NB1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1998
 NB1998.The geoid height was determined by GEOID03.
 NB1998
 NB1998;                    North         East     Units Scale Factor Converg.
 NB1998;SPC NY W     -   332,139.933   418,521.441   MT  0.99999524   +0 34 22.5
 NB1998;SPC NY W     - 1,089,695.76  1,373,099.09   sFT  0.99999524   +0 34 22.5
 NB1998;UTM  18      - 4,763,094.271   276,361.889   MT  1.00021532   -1 52 16.1
 NB1998
 NB1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1998!SPC NY W     -   0.99997821  x   0.99999524  =   0.99997345
 NB1998!UTM  18      -   0.99997821  x   1.00021532  =   1.00019352
 NB1998
 NB1998|---------------------------------------------------------------------|
 NB1998| PID    Reference Object                     Distance      Geod. Az  |
 NB1998|                                                           dddmmss.s |
 NB1998| NB2011 CLM KEEFE                            84.657 METERS 00338     |
 NB1998| NB2010 STAKE 2                             313.251 METERS 08459     |
 NB1998| NB1997 777 1 MCGS 1969                     APPROX. 0.9 KM 3594129.6 |
 NB1998|---------------------------------------------------------------------|
 NB1998
 NB1998                          SUPERSEDED SURVEY CONTROL
 NB1998
 NB1998  NAD 83(1986)-  42 59 15.52195(N)    077 44 35.22899(W) AD(       ) 2
 NB1998  NAD 27      -  42 59 15.29599(N)    077 44 36.21276(W) AD(       ) 2
 NB1998  NGVD 29 (07/19/86)  174.0    (m)          571.     (f) VERT ANG       
 NB1998
 NB1998.Superseded values are not recommended for survey control.
 NB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1998.See file dsdata.txt to determine how the superseded data were derived.
 NB1998
 NB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7636263094(NAD 83)
 NB1998_MARKER: DD = SURVEY DISK
 NB1998_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1998+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 NB1998
 NB1998  HISTORY     - Date     Condition        Report By
 NB1998  HISTORY     - 1969     MONUMENTED       NY-055
 NB1998  HISTORY     - 1977     GOOD             NY-055
 NB1998  HISTORY     - 20051212 GOOD             INDIV
 NB1998
 NB1998                          STATION DESCRIPTION
 NB1998
 NB1998'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 NB1998'IN WHEATLAND ALONG RIVER ROAD.
 NB1998'
 NB1998'0.1 MILE SOUTH OF SOUTH ROAD.
 NB1998'
 NB1998'1.9 MILES SOUTHWEST OF STATION SCOTTSVILLE 1875.
 NB1998'
 NB1998'24.0 FEET EAST OF CENTER LINE OF RIVER ROAD.
 NB1998'
 NB1998'79.3 FEET SOUTHEAST OF POLE.
 NB1998'
 NB1998'135.8 FEET SOUTH OF NORTH RANGELINE OF HOUSE ON WEST SIDE OF ROAD.
 NB1998'
 NB1998'33.7 FEET SOUTH OF POLE.
 NB1998'
 NB1998'81.6 FEET SOUTHWEST OF SOUTHWEST CORNER OF BARN.
 NB1998'
 NB1998'7.8 FEET SOUTHWEST OF 21 INCH WALNUT TREE.
 NB1998'
 NB1998'24.8 FEET NORTHWEST OF NORTHWEST CORNER OF SHED.
 NB1998'
 NB1998'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 NB1998'STAMPED 777 IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET
 NB1998'BELOW GRADE.
 NB1998
 NB1998                          STATION RECOVERY (1977)
 NB1998
 NB1998'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB1998'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB1998
 NB1998                          STATION RECOVERY (2005)
 NB1998
 NB1998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ADW)
 NB1998'MONUMENT RECOVERED IN GOOD CONDITION 2' WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0440 ***********************************************************************
 NB0440  DESIGNATION -  78
 NB0440  PID         -  NB0440
 NB0440  STATE/COUNTY-  NY/CHEMUNG
 NB0440  USGS QUAD   -  HORSEHEADS (1978)
 NB0440
 NB0440                         *CURRENT SURVEY CONTROL
 NB0440  ___________________________________________________________________
 NB0440* NAD 83(1986)-  42 10 52.     (N)    076 49 45.     (W)     SCALED    
 NB0440* NAVD 88     -       271.413  (meters)     890.46   (feet)  ADJUSTED  
 NB0440  ___________________________________________________________________
 NB0440  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NB0440  DYNAMIC HT  -         271.315 (meters)     890.14  (feet)  COMP
 NB0440  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NB0440
 NB0440  VERT ORDER  -  SECOND    CLASS 0
 NB0440
 NB0440.The horizontal coordinates were scaled from a topographic map and have
 NB0440.an estimated accuracy of +/- 6 seconds.
 NB0440
 NB0440.The orthometric height was determined by differential leveling
 NB0440.and adjusted by the National Geodetic Survey in June 1991..
 NB0440
 NB0440.The geoid height was determined by GEOID03.
 NB0440
 NB0440.The dynamic height is computed by dividing the NAVD 88
 NB0440.geopotential number by the normal gravity value computed on the
 NB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0440.degrees latitude (g = 980.6199 gals.).
 NB0440
 NB0440.The modeled gravity was interpolated from observed gravity values.
 NB0440
 NB0440;                    North         East    Units  Estimated Accuracy
 NB0440;SPC NY C     -   242,240.      229,690.      MT  (+/- 180 meters Scaled)
 NB0440
 NB0440                          SUPERSEDED SURVEY CONTROL
 NB0440
 NB0440  NGVD 29 (??/??/92)  271.590  (m)          891.04   (f) ADJ UNCH    2 0
 NB0440
 NB0440.Superseded values are not recommended for survey control.
 NB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0440.See file dsdata.txt to determine how the superseded data were derived.
 NB0440
 NB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM489715(NAD 83)
 NB0440_MARKER: B = BOLT
 NB0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0440_SP_SET: CULVERT
 NB0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0440
 NB0440  HISTORY     - Date     Condition        Report By
 NB0440  HISTORY     - UNK      MONUMENTED       PRR
 NB0440  HISTORY     - 1935     GOOD             NGS
 NB0440  HISTORY     - 1936     MARK NOT FOUND   NGS
 NB0440
 NB0440                          STATION DESCRIPTION
 NB0440
 NB0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0440'1.05 MI N FROM HORSEHEADS.
 NB0440'IS LOCATED 1.05 MILES NORTH OF THE DEPOT. SOUTH END OF COPING,
 NB0440'WEST END OF BOX CULVERT.
 NB0440
 NB0440                          STATION RECOVERY (1936)
 NB0440
 NB0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NB0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1855 ***********************************************************************
 PH1855  DESIGNATION -  78 SUB IBC
 PH1855  PID         -  PH1855
 PH1855  STATE/COUNTY-  NY/ST LAWRENCE
 PH1855  USGS QUAD   -  LOUISVILLE (1964)
 PH1855
 PH1855                         *CURRENT SURVEY CONTROL
 PH1855  ___________________________________________________________________
 PH1855* NAD 83(1996)-  44 54 54.36276(N)    075 05 47.46631(W)     ADJUSTED  
 PH1855* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1855  ___________________________________________________________________
 PH1855  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 PH1855  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 PH1855
 PH1855  HORZ ORDER  -  THIRD
 PH1855
 PH1855.The horizontal coordinates were established by classical geodetic methods
 PH1855.and adjusted by the National Geodetic Survey in January 1999..
 PH1855
 PH1855.The orthometric height was scaled from a topographic map.
 PH1855
 PH1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1855
 PH1855.The geoid height was determined by GEOID03.
 PH1855
 PH1855;                    North         East     Units Scale Factor Converg.
 PH1855;SPC NY E     -   675,613.336   102,901.710   MT  0.99992727   -0 25 16.3
 PH1855;SPC NY E     - 2,216,574.75    337,603.36   sFT  0.99992727   -0 25 16.3
 PH1855;UTM  18      - 4,973,523.772   492,381.646   MT  0.99960071   -0 04 05.3
 PH1855
 PH1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1855!SPC NY E     -   0.99999300  x   0.99992727  =   0.99992027
 PH1855!UTM  18      -   0.99999300  x   0.99960071  =   0.99959371
 PH1855
 PH1855:                Primary Azimuth Mark                     Grid Az
 PH1855:SPC NY E     -  MORRISBURG E BASE USLS                   279 42 56.5
 PH1855:UTM  18      -  MORRISBURG E BASE USLS                   279 21 45.5
 PH1855
 PH1855|---------------------------------------------------------------------|
 PH1855| PID    Reference Object                     Distance      Geod. Az  |
 PH1855|                                                           dddmmss.s |
 PH1855| PH1885 MORRISBURG E BASE USLS              APPROX. 3.3 KM 2791740.2 |
 PH1855|---------------------------------------------------------------------|
 PH1855
 PH1855                          SUPERSEDED SURVEY CONTROL
 PH1855
 PH1855  NAD 83(1986)-  44 54 54.36923(N)    075 05 47.46494(W) AD(       ) 3
 PH1855  NAD 27      -  44 54 54.18600(N)    075 05 48.76200(W) AD(       ) 3
 PH1855
 PH1855.Superseded values are not recommended for survey control.
 PH1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1855.See file dsdata.txt to determine how the superseded data were derived.
 PH1855
 PH1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9238273524(NAD 83)
 PH1855_MARKER: DD = SURVEY DISK
 PH1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1855+STABILITY: SURFACE MOTION
 PH1855
 PH1855  HISTORY     - Date     Condition        Report By
 PH1855  HISTORY     - 1939     MONUMENTED       IBC
 PH1855  HISTORY     - 1959     GOOD             IBC
 PH1855
 PH1855                          STATION DESCRIPTION
 PH1855
 PH1855'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1855'ABOUT 6 MILES DOWNSTREAM FROM WADDINGTON, NEW YORK, ON THE FIRST
 PH1855'POINT OF LAND WEST OF BRADFORD ISLAND.  THE STATION IS ABOUT 300 FEET
 PH1855'WESTERLY OF A TREE - LINED POINT, ABOUT 300 FEET EASTERLY OF THE END
 PH1855'OF TREES ON THE NORTHERN SIDE OF THE OLD ROAD, ABOUT 150 FEET FROM THE
 PH1855'RIVER, AND ABOUT 36 FEET NORTHWESTERLY OF THE NORTHERN EDGE OF THE OLD
 PH1855'HARD - SURFACED ROAD.
 PH1855'
 PH1855'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1855'BRONZE - DISK STATION MARK SET IN A CYLINDER OF CONCRETE SLIGHTLY
 PH1855'ABOVE GROUND.  THE SUBSURFACE MARK IS A SIMILAR STATION MARK SET IN A
 PH1855'9 - INCH CYLINDER OF CONCRETE 12 INCHES IN LENGTH, AND 2 FEET
 PH1855'UNDERGROUND.  REFERENCE MARK SOUTHWESTERLY OF THE STATION, DISTANT
 PH1855'35.10 FEET.  REFERENCE MARK 2 IS A SIMILAR MARK ON AN 18 - INCH MAPLE
 PH1855'SOUTHWARD ACROSS THE OLD ROAD, DISTANT 76.20 FEET.  REFERENCE MARK 3
 PH1855'IS AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE - DISK
 PH1855'REFERENCE MARK SET IN A ROCK SOUTH OF THE HIGHWAY, NEAR REFERENCE MARK
 PH1855'2, WITH THE ARROW POINTING TO THE STATION, DISTANT 79.06 FEET.
 PH1855
 PH1855                          STATION RECOVERY (1959)
 PH1855
 PH1855'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WMS)
 PH1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1291 ***********************************************************************
 OF1291  DESIGNATION -  78 WSM USGS
 OF1291  PID         -  OF1291
 OF1291  STATE/COUNTY-  NY/CAYUGA
 OF1291  USGS QUAD   -  CATO (1976)
 OF1291
 OF1291                         *CURRENT SURVEY CONTROL
 OF1291  ___________________________________________________________________
 OF1291* NAD 83(1986)-  43 14 56.     (N)    076 35 03.     (W)     SCALED    
 OF1291* NAVD 88     -       135.348  (meters)     444.05   (feet)  ADJUSTED  
 OF1291  ___________________________________________________________________
 OF1291  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OF1291  DYNAMIC HT  -         135.317 (meters)     443.95  (feet)  COMP
 OF1291  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 OF1291
 OF1291  VERT ORDER  -  FIRST     CLASS II
 OF1291
 OF1291.The horizontal coordinates were scaled from a topographic map and have
 OF1291.an estimated accuracy of +/- 6 seconds.
 OF1291
 OF1291.The orthometric height was determined by differential leveling
 OF1291.and adjusted by the National Geodetic Survey in June 1991..
 OF1291
 OF1291.The geoid height was determined by GEOID03.
 OF1291
 OF1291.The dynamic height is computed by dividing the NAVD 88
 OF1291.geopotential number by the normal gravity value computed on the
 OF1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1291.degrees latitude (g = 980.6199 gals.).
 OF1291
 OF1291.The modeled gravity was interpolated from observed gravity values.
 OF1291
 OF1291;                    North         East    Units  Estimated Accuracy
 OF1291;SPC NY C     -   360,820.      249,930.      MT  (+/- 180 meters Scaled)
 OF1291
 OF1291                          SUPERSEDED SURVEY CONTROL
 OF1291
 OF1291.No superseded survey control is available for this station.
 OF1291
 OF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN713896(NAD 83)
 OF1291_MARKER: DD = SURVEY DISK
 OF1291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF1291_SP_SET: HEADWALL
 OF1291_STAMPING: 78 WSM 1953 445
 OF1291_MARK LOGO: USGS  
 OF1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1291+STABILITY: SURFACE MOTION
 OF1291
 OF1291  HISTORY     - Date     Condition        Report By
 OF1291  HISTORY     - 1953     MONUMENTED       USGS
 OF1291  HISTORY     - 1982     GOOD             NGS
 OF1291
 OF1291                          STATION DESCRIPTION
 OF1291
 OF1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1291'8.2 KM (5.1 MI) SOUTH FROM HANNIBAL.
 OF1291'1.7 KM (1.05 MI) SOUTH ALONG CAYUGA STREET FROM THE JUNCTION
 OF1291'OF STATE HIGHWAY 104A IN HANNIBAL, THENCE 6.4 KM (4.0 MI) SOUTH
 OF1291'ALONG STATE HIGHWAY 34, THENCE 0.1 KM (0.05 MI) WEST ALONG
 OF1291'ROBINSON ROAD TO THE MARK ON THE LEFT, IN TOP OF AND IN THE
 OF1291'CENTER OF THE SOUTH HEADWALL OF A CULVERT UNDER THE ROAD, ALSO
 OF1291'9.2 KM (5.7 MI) NORTH ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 OF1291'OF STATE HIGHWAY 370 IN CATO, THENCE 0.1 KM (0.05 MI) WEST
 OF1291'ALONG ROBINSON ROAD, 4.88 METERS (16.0 FT) SOUTH OF THE
 OF1291'CENTERLINE OF THE ROAD, 2.68 METERS (8.8 FT) EAST OF THE WEST
 OF1291'END OF THE HEADWALL.
 OF1291'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2070 ***********************************************************************
 NB2070  DESIGNATION -  784
 NB2070  PID         -  NB2070
 NB2070  STATE/COUNTY-  NY/MONROE
 NB2070  USGS QUAD   -  CALEDONIA (1976)
 NB2070
 NB2070                         *CURRENT SURVEY CONTROL
 NB2070  ___________________________________________________________________
 NB2070* NAD 83(1996)-  42 59 16.98324(N)    077 49 28.83852(W)     ADJUSTED  
 NB2070* NAVD 88     -       187.78   (+/-2cm)     616.1    (feet)  VERTCON   
 NB2070  ___________________________________________________________________
 NB2070  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 NB2070  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NB2070
 NB2070  HORZ ORDER  -  SECOND
 NB2070  VERT ORDER  -  THIRD ? (See Below)
 NB2070
 NB2070.The horizontal coordinates were established by classical geodetic methods
 NB2070.and adjusted by the National Geodetic Survey in January 1999..
 NB2070
 NB2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2070.The vertical order pertains to the NGVD 29 superseded value.
 NB2070
 NB2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2070
 NB2070.The geoid height was determined by GEOID03.
 NB2070
 NB2070;                    North         East     Units Scale Factor Converg.
 NB2070;SPC NY W     -   332,121.955   411,869.791   MT  0.99998457   +0 31 02.3
 NB2070;SPC NY W     - 1,089,636.78  1,351,276.14   sFT  0.99998457   +0 31 02.3
 NB2070;UTM  18      - 4,763,360.032   269,713.902   MT  1.00025245   -1 55 36.6
 NB2070
 NB2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2070!SPC NY W     -   0.99997600  x   0.99998457  =   0.99996057
 NB2070!UTM  18      -   0.99997600  x   1.00025245  =   1.00022845
 NB2070
 NB2070                          SUPERSEDED SURVEY CONTROL
 NB2070
 NB2070  NAD 83(1986)-  42 59 16.99019(N)    077 49 28.83606(W) AD(       ) 2
 NB2070  NAD 27      -  42 59 16.76688(N)    077 49 29.81786(W) AD(       ) 2
 NB2070  NGVD 29 (07/19/86)  187.94   (m)          616.6    (f) LEVELING    3  
 NB2070
 NB2070.Superseded values are not recommended for survey control.
 NB2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2070.See file dsdata.txt to determine how the superseded data were derived.
 NB2070
 NB2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6971463360(NAD 83)
 NB2070
 NB2070  HISTORY     - Date     Condition        Report By
 NB2070  HISTORY     - UNK      MONUMENTED
 NB2070  HISTORY     - 1977     GOOD             NY-055
 NB2070  HISTORY     - 19960413 GOOD             USPSQD
 NB2070
 NB2070                          STATION DESCRIPTION
 NB2070
 NB2070'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2070'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NB2070'IN THE TOWN OF WHEATLAND 0.2 MI S OF SOUTH ROAD AND 17.4 FT NW OF CL
 NB2070'WHEATLAND CTR ROAD, 22.7 S OF A 30 IN BOX ELDER, 68.8 SW OF N RL HOUSE
 NB2070'NO 2125, 16.0 FT SW OF UTILITY POLE TD 310 RTC 83, 5.5 FT E OF CLM
 NB2070'MCCLINTOCK AND 1.0 FT NW OF A MONROE COUNTY WITNESS POST.  STATION IS
 NB2070'A STANDARD CGS AND SS DISK STAMPED---784---IN A CONCRETE POST 1.0 FT
 NB2070'BELOW GRADE AND IN A CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 NB2070
 NB2070                          STATION RECOVERY (1996)
 NB2070
 NB2070'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0747 ***********************************************************************
 PG0747  DESIGNATION -  79 DHRR
 PG0747  PID         -  PG0747
 PG0747  STATE/COUNTY-  NY/ESSEX
 PG0747  USGS QUAD   -  
 PG0747
 PG0747                         *CURRENT SURVEY CONTROL
 PG0747  ___________________________________________________________________
 PG0747* NAD 83(1986)-  44 23 02.     (N)    073 24 47.     (W)     SCALED    
 PG0747* NAVD 88     -        64.435  (meters)     211.40   (feet)  ADJUSTED  
 PG0747  ___________________________________________________________________
 PG0747  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 PG0747  DYNAMIC HT  -          64.427 (meters)     211.37  (feet)  COMP
 PG0747  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 PG0747
 PG0747  VERT ORDER  -  FIRST     CLASS I
 PG0747
 PG0747.The horizontal coordinates were scaled from a topographic map and have
 PG0747.an estimated accuracy of +/- 6 seconds.
 PG0747
 PG0747.The orthometric height was determined by differential leveling
 PG0747.and adjusted by the National Geodetic Survey in June 1991..
 PG0747.WARNING-Repeat measurements at this control monument indicate possible
 PG0747.vertical movement.
 PG0747
 PG0747.The geoid height was determined by GEOID03.
 PG0747
 PG0747.The dynamic height is computed by dividing the NAVD 88
 PG0747.geopotential number by the normal gravity value computed on the
 PG0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0747.degrees latitude (g = 980.6199 gals.).
 PG0747
 PG0747.The modeled gravity was interpolated from observed gravity values.
 PG0747
 PG0747;                    North         East    Units  Estimated Accuracy
 PG0747;SPC NY E     -   616,990.      236,610.      MT  (+/- 180 meters Scaled)
 PG0747
 PG0747                          SUPERSEDED SURVEY CONTROL
 PG0747
 PG0747  NGVD 29 (??/??/??)   64.602  (m)          211.95   (f) ADJUSTED    1 1
 PG0747
 PG0747.Superseded values are not recommended for survey control.
 PG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0747.See file dsdata.txt to determine how the superseded data were derived.
 PG0747
 PG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ264157(NAD 83)
 PG0747_MARKER: B = BOLT
 PG0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0747_SP_SET: CONCRETE BASE
 PG0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0747
 PG0747  HISTORY     - Date     Condition        Report By
 PG0747  HISTORY     - UNK      MONUMENTED       DHRR
 PG0747  HISTORY     - 1973     GOOD             NGS
 PG0747
 PG0747                          STATION DESCRIPTION
 PG0747
 PG0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0747'0.8 MI N FROM WILLSBORO.
 PG0747'ABOUT 0.8 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0747'STATION AT WILLSBORO, ABOUT 0.2 MILES SOUTH OF MILEPOST A 143-RP 48,
 PG0747'AT SEMAPHORE 142.1, 9 FEET EAST OF THE EAST RAIL, THE TOP OF THE
 PG0747'NORTHWEST 3/4-INCH ANCHOR BOLT SECURING SEMAPHORE TO CONCRETE BASE,
 PG0747'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE RAILS.  NOTE--THE 1955
 PG0747'DESCRIPTION INDICATES MARK NOT STABLE.  THIS IS NO DOUBT DUE TO FACT
 PG0747'SEMAPHORE IS ON A SMALL SQUARE FILL SUPPORTED BY TIES, AND LOOKS AS
 PG0747'THOUGH IT COULD SETTLE EASILY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0246 ***********************************************************************
 OE0246  DESIGNATION -  790
 OE0246  PID         -  OE0246
 OE0246  STATE/COUNTY-  NY/FULTON
 OE0246  USGS QUAD   -  NORTHVILLE (1970)
 OE0246
 OE0246                         *CURRENT SURVEY CONTROL
 OE0246  ___________________________________________________________________
 OE0246* NAD 83(1986)-  43 08 42.     (N)    074 07 47.     (W)     SCALED    
 OE0246* NAVD 88     -       240.649  (meters)     789.53   (feet)  ADJUSTED  
 OE0246  ___________________________________________________________________
 OE0246  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 OE0246  DYNAMIC HT  -         240.586 (meters)     789.32  (feet)  COMP
 OE0246  MODELED GRAV-     980,354.6   (mgal)                       NAVD 88
 OE0246
 OE0246  VERT ORDER  -  SECOND    CLASS 0
 OE0246
 OE0246.The horizontal coordinates were scaled from a topographic map and have
 OE0246.an estimated accuracy of +/- 6 seconds.
 OE0246
 OE0246.The orthometric height was determined by differential leveling
 OE0246.and adjusted by the National Geodetic Survey in June 1991..
 OE0246
 OE0246.The geoid height was determined by GEOID03.
 OE0246
 OE0246.The dynamic height is computed by dividing the NAVD 88
 OE0246.geopotential number by the normal gravity value computed on the
 OE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0246.degrees latitude (g = 980.6199 gals.).
 OE0246
 OE0246.The modeled gravity was interpolated from observed gravity values.
 OE0246
 OE0246;                    North         East    Units  Estimated Accuracy
 OE0246;SPC NY E     -   478,850.      180,120.      MT  (+/- 180 meters Scaled)
 OE0246
 OE0246                          SUPERSEDED SURVEY CONTROL
 OE0246
 OE0246  NGVD 29 (??/??/92)  240.784  (m)          789.97   (f) ADJ UNCH    2 0
 OE0246
 OE0246.Superseded values are not recommended for survey control.
 OE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0246.See file dsdata.txt to determine how the superseded data were derived.
 OE0246
 OE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN707772(NAD 83)
 OE0246_MARKER: DD = SURVEY DISK
 OE0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0246_SP_SET: WATER TABLE
 OE0246_STAMPING: 790 ALBANY
 OE0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0246+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 OE0246
 OE0246  HISTORY     - Date     Condition        Report By
 OE0246  HISTORY     - UNK      MONUMENTED       USGS
 OE0246  HISTORY     - 1955     GOOD             NGS
 OE0246  HISTORY     - 1977     GOOD             NYDT
 OE0246  HISTORY     - 20041007 GOOD             USPSQD
 OE0246
 OE0246                          STATION DESCRIPTION
 OE0246
 OE0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0246'IN NORTHAMPTON.
 OE0246'AT NORTHAMPTON, SET VERTICALLY IN THE NORTH FACE OF THE WATER TABLE OF
 OE0246'THE OLD PRESBYTERIAN CHURCH, 71 1/2 FEET WEST OF THE CENTER LINE OF
 OE0246'COUNTY ROAD 109S, ABOUT 85 YARDS SOUTH OF THE JUNCTION OF COUNTY ROADS
 OE0246'109 AND 110, 2 1/2 FEET WEST OF THE NORTHEAST CORNER OF THE CHURCH AND
 OE0246'ABOUT 2-3/4 FEET ABOVE THE GROUND.
 OE0246
 OE0246                          STATION RECOVERY (1977)
 OE0246
 OE0246'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0246'RECOVERED IN GOOD CONDITION.
 OE0246
 OE0246                          STATION RECOVERY (2004)
 OE0246
 OE0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2465 ***********************************************************************
 OF2465  DESIGNATION -  791=SCIENCE HILL
 OF2465  PID         -  OF2465
 OF2465  STATE/COUNTY-  NY/MONROE
 OF2465  USGS QUAD   -  CHURCHVILLE (1978)
 OF2465
 OF2465                         *CURRENT SURVEY CONTROL
 OF2465  ___________________________________________________________________
 OF2465* NAD 83(1996)-  43 02 47.00584(N)    077 55 44.41143(W)     ADJUSTED  
 OF2465* NAVD 88     -       219.72   (+/-2cm)     720.9    (feet)  VERTCON   
 OF2465  ___________________________________________________________________
 OF2465  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OF2465  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OF2465
 OF2465  HORZ ORDER  -  FIRST
 OF2465  VERT ORDER  -  THIRD ? (See Below)
 OF2465
 OF2465.The horizontal coordinates were established by classical geodetic methods
 OF2465.and adjusted by the National Geodetic Survey in January 1999..
 OF2465
 OF2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2465.The vertical order pertains to the NGVD 29 superseded value.
 OF2465
 OF2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2465
 OF2465.The geoid height was determined by GEOID03.
 OF2465
 OF2465;                    North         East     Units Scale Factor Converg.
 OF2465;SPC NY W     -   338,531.171   403,311.306   MT  0.99997245   +0 26 47.9
 OF2465;SPC NY W     - 1,110,664.35  1,323,197.18   sFT  0.99997245   +0 26 47.9
 OF2465;UTM  18      - 4,770,130.612   261,434.224   MT  1.00030020   -2 00 00.9
 OF2465;UTM  17      - 4,770,544.368   750,131.834   MT  1.00036975   +2 05 50.3
 OF2465
 OF2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2465!SPC NY W     -   0.99997102  x   0.99997245  =   0.99994347
 OF2465!UTM  18      -   0.99997102  x   1.00030020  =   1.00027121
 OF2465!UTM  17      -   0.99997102  x   1.00036975  =   1.00034075
 OF2465
 OF2465:                Primary Azimuth Mark                     Grid Az
 OF2465:SPC NY W     -  CHURCHVILLE MUN WATER TANK               028 14 56.6
 OF2465:UTM  18      -  CHURCHVILLE MUN WATER TANK               030 41 45.4
 OF2465:UTM  17      -  CHURCHVILLE MUN WATER TANK               026 35 54.2
 OF2465
 OF2465|---------------------------------------------------------------------|
 OF2465| PID    Reference Object                     Distance      Geod. Az  |
 OF2465|                                                           dddmmss.s |
 OF2465| OF2467 CHURCHVILLE MUN WATER TANK          APPROX. 7.7 KM 0284144.5 |
 OF2465| OF2426 CLEVELAND ALBANY AIRWAY BCN 24      APPROX.10.1 KM 0653843.6 |
 OF2465| OF2466 SCIENCE HILL 2                       41.915 METERS 08638     |
 OF2465| CZ9968 790                                                0933311.3 |
 OF2465| DA2198 SCIENCE HILL RM 1                    24.373 METERS 13631     |
 OF2465| NB2030 CALEDONIA MUNICIPAL WATER TANK      APPROX. 9.4 KM 1471317.1 |
 OF2465| DA2199 SCIENCE HILL RM 2                    28.700 METERS 21038     |
 OF2465| NC0911 LEROY MUNICIPAL WATER TANK          APPROX.11.8 KM 2152837.4 |
 OF2465| OF2479 792                                 APPROX. 0.7 KM 2734232.1 |
 OF2465| OG0486 CLEVELAND ALBANY AIRWAY BCN 23      APPROX. 6.6 KM 2880300.1 |
 OF2465|---------------------------------------------------------------------|
 OF2465
 OF2465                          SUPERSEDED SURVEY CONTROL
 OF2465
 OF2465  NAD 83(1986)-  43 02 47.01246(N)    077 55 44.40923(W) AD(       ) 1
 OF2465  NAD 27      -  43 02 46.79024(N)    077 55 45.36941(W) AD(       ) 1
 OF2465  NGVD 29 (07/19/86)  219.90   (m)          721.5    (f) LEVELING    3  
 OF2465
 OF2465.Superseded values are not recommended for survey control.
 OF2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2465.See file dsdata.txt to determine how the superseded data were derived.
 OF2465
 OF2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6143470131(NAD 83)
 OF2465_MARKER: DS = TRIANGULATION STATION DISK
 OF2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2465
 OF2465  HISTORY     - Date     Condition        Report By
 OF2465  HISTORY     - 1939     MONUMENTED       NCGS
 OF2465  HISTORY     - 1946     SEE DESCRIPTION  NYDPW
 OF2465
 OF2465                          STATION DESCRIPTION
 OF2465
 OF2465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1939 (PLB)
 OF2465'ABOUT 5 MILES SOUTHWEST OF CHURCHVILLE, AND 3 MILES WEST-SOUTHWEST
 OF2465'OF RIGA, IN THE SOUTHWEST PART OF RIGA TOWNSHIP, ON THE WEST RIM
 OF2465'OF SCIENCE HILL, ABOUT 20 YARDS NORTHWEST OF AN ABANDONED
 OF2465'SCHOOLHOUSE (SCIENCE HILL SCHOOL).  A METAL SIGN U.S. MARKER IS 3
 OF2465'FEET NORTH OF THE STATION.  THIS STATION REPLACES 791
 OF2465'(N.Y. GEOD. S.) IN POSITION AND ELEVATION.
 OF2465'
 OF2465'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OF2465'DISKS SET IN CONCRETE.
 OF2465'
 OF2465'REFERENCE MARK NO. 1 IS 3 FEET NORTHWEST OF AN ABANDONED
 OF2465'SCHOOLHOUSE (SCIENCE HILL SCHOOL) AND IS ON THE NORTH SIDE OF
 OF2465'THE ROAD.
 OF2465'
 OF2465'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE CENTER LINE OF THE
 OF2465'ROAD AND 125 FEET WEST OF AN ABANDONED SCHOOLHOUSE.
 OF2465'
 OF2465'790 (N.Y. GEOD. S.), IS USED AS AN AZIMUTH MARK.
 OF2465'
 OF2465'792 (N.Y.GEOD.S.), IS USED AS AN AZIMUTH MARK.
 OF2465'
 OF2465'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 OF2465
 OF2465                          STATION RECOVERY (1946)
 OF2465
 OF2465'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1946
 OF2465'REFERENCE TO LETTER DATED AUGUST 27, 1946 FROM DEPARTMENT OF
 OF2465'PUBLIC WORKS, DIVISION OF HIGHWAYS, ROCHESTER, NEW YORK.
 OF2465'
 OF2465'ALL MARKS DESTROYED BY ROAD CONSTRUCTION.
 OF2465'
 OF2465'A NEW STATION SCIENCE HILL 2 1946 WAS SET 137.52 FEET EAST OF
 OF2465'OLD STATION SCIENCE HILL 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2479 ***********************************************************************
 OF2479  DESIGNATION -  792
 OF2479  PID         -  OF2479
 OF2479  STATE/COUNTY-  NY/MONROE
 OF2479  USGS QUAD   -  CHURCHVILLE (1978)
 OF2479
 OF2479                         *CURRENT SURVEY CONTROL
 OF2479  ___________________________________________________________________
 OF2479* NAD 83(1996)-  43 02 48.56540(N)    077 56 17.24194(W)     ADJUSTED  
 OF2479* NAVD 88     -       202.26   (+/-2cm)     663.6    (feet)  VERTCON   
 OF2479  ___________________________________________________________________
 OF2479  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 OF2479  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OF2479
 OF2479  HORZ ORDER  -  SECOND
 OF2479  VERT ORDER  -  THIRD ? (See Below)
 OF2479
 OF2479.The horizontal coordinates were established by classical geodetic methods
 OF2479.and adjusted by the National Geodetic Survey in January 1999..
 OF2479
 OF2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2479.The vertical order pertains to the NGVD 29 superseded value.
 OF2479
 OF2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2479
 OF2479.The geoid height was determined by GEOID03.
 OF2479
 OF2479;                    North         East     Units Scale Factor Converg.
 OF2479;SPC NY W     -   338,573.543   402,567.919   MT  0.99997148   +0 26 25.5
 OF2479;SPC NY W     - 1,110,803.37  1,320,758.25   sFT  0.99997148   +0 26 25.5
 OF2479;UTM  18      - 4,770,204.708   260,693.079   MT  1.00030456   -2 00 23.4
 OF2479;UTM  17      - 4,770,565.317   749,387.240   MT  1.00036517   +2 05 28.0
 OF2479
 OF2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2479!SPC NY W     -   0.99997375  x   0.99997148  =   0.99994523
 OF2479!UTM  18      -   0.99997375  x   1.00030456  =   1.00027830
 OF2479!UTM  17      -   0.99997375  x   1.00036517  =   1.00033891
 OF2479
 OF2479:                Primary Azimuth Mark                     Grid Az
 OF2479:SPC NY W     -  SCIENCE HILL 2                           092 53 08.4
 OF2479:UTM  18      -  SCIENCE HILL 2                           095 19 57.3
 OF2479:UTM  17      -  SCIENCE HILL 2                           091 14 05.9
 OF2479
 OF2479|---------------------------------------------------------------------|
 OF2479| PID    Reference Object                     Distance      Geod. Az  |
 OF2479|                                                           dddmmss.s |
 OF2479| OF2466 SCIENCE HILL 2                      APPROX. 0.8 KM 0931933.9 |
 OF2479|---------------------------------------------------------------------|
 OF2479
 OF2479                          SUPERSEDED SURVEY CONTROL
 OF2479
 OF2479  NAD 83(1986)-  43 02 48.57196(N)    077 56 17.23933(W) AD(       ) 2
 OF2479  NAD 27      -  43 02 48.35152(N)    077 56 18.20136(W) AD(       ) 2
 OF2479  NGVD 29 (07/19/86)  202.45   (m)          664.2    (f) LEVELING    3  
 OF2479
 OF2479.Superseded values are not recommended for survey control.
 OF2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2479.See file dsdata.txt to determine how the superseded data were derived.
 OF2479
 OF2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6069370205(NAD 83)
 OF2479_MARKER: DD = SURVEY DISK
 OF2479_SETTING: 0 = UNSPECIFIED SETTING
 OF2479
 OF2479  HISTORY     - Date     Condition        Report By
 OF2479  HISTORY     - 1937     MONUMENTED       NYGS
 OF2479  HISTORY     - 1969     GOOD             CGS
 OF2479
 OF2479                          STATION DESCRIPTION
 OF2479
 OF2479'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF2479'IN RIGA, 0.4 MILE WEST OF BREW ROAD, 100 FEET NORTH OF CENTER
 OF2479'LINE OF BOVEE ROAD, 98 FEET WEST OF CENTER LINE OF DRIVEWAY, 89
 OF2479'FEET NORTHWEST OF 14-INCH MAPLE, 20.1 FEET NORTH OF 18-INCH
 OF2479'LOCUST TREE, AND 15.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 OF2479'THE SAM SHEARD HOUSE.  STATION IS A U.S.C. AND G.S. AND STATE
 OF2479'SURVEY STANDARD DISK IN CONCRETE FLUSH WITH GROUND.
 OF2479
 OF2479                          STATION RECOVERY (1969)
 OF2479
 OF2479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2479'ORIGINAL DESCRIPTION INADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 OF2479'
 OF2479'IN RIGA ALONG BOVEE ROAD.
 OF2479'
 OF2479'0.4 MILE WEST OF BREW ROAD.
 OF2479'
 OF2479'0.5 MILE WEST OF STATION SCIENCE HILL 2 1946.
 OF2479'
 OF2479'100.0 FEET NORTH OF CENTERLINE OF BOVEE ROAD.
 OF2479'
 OF2479'89.7 FEET NORTHEAST OF POLE RTC 53.
 OF2479'
 OF2479'24.6 FEET NORTHEAST OF POLE NL041
 OF2479'
 OF2479'15.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE 850 (JAMES
 OF2479'W. MAHER)
 OF2479'
 OF2479'47.8 FEET SOUTHWEST OF SOUTHEAST CORNER OF HOUSE 850.
 OF2479'
 OF2479'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2479'STANDARD DISK IN CONCRETE 0.1 FOOT BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0078 ***********************************************************************
 NC0078  DESIGNATION -  79.24
 NC0078  PID         -  NC0078
 NC0078  STATE/COUNTY-  NY/CATTARAUGUS
 NC0078  USGS QUAD   -  DELEVAN (1979)
 NC0078
 NC0078                         *CURRENT SURVEY CONTROL
 NC0078  ___________________________________________________________________
 NC0078* NAD 83(1986)-  42 26 13.     (N)    078 24 45.     (W)     SCALED    
 NC0078* NAVD 88     -       515.08   (+/-2cm)    1689.9    (feet)  VERTCON   
 NC0078  ___________________________________________________________________
 NC0078  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 NC0078
 NC0078  VERT ORDER  -  THIRD (See Below)
 NC0078
 NC0078.The horizontal coordinates were scaled from a topographic map and have
 NC0078.an estimated accuracy of +/- 6 seconds.
 NC0078
 NC0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0078.The vertical order pertains to the NGVD 29 superseded value.
 NC0078
 NC0078.The geoid height was determined by GEOID03.
 NC0078
 NC0078;                    North         East    Units  Estimated Accuracy
 NC0078;SPC NY W     -   270,640.      364,060.      MT  (+/- 180 meters Scaled)
 NC0078
 NC0078                          SUPERSEDED SURVEY CONTROL
 NC0078
 NC0078  NGVD 29 (??/??/??)  515.24   (m)         1690.4    (f) RESET       3  
 NC0078
 NC0078.Superseded values are not recommended for survey control.
 NC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0078.See file dsdata.txt to determine how the superseded data were derived.
 NC0078
 NC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH128015(NAD 83)
 NC0078_MARKER: Z = SEE DESCRIPTION
 NC0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0078_SP_SET: CULVERT
 NC0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0078
 NC0078  HISTORY     - Date     Condition        Report By
 NC0078  HISTORY     - UNK      MONUMENTED       BORR
 NC0078  HISTORY     - 1964     GOOD             NGS
 NC0078
 NC0078                          STATION DESCRIPTION
 NC0078
 NC0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NC0078'5 MI NE FROM FRANKLINVILLE.
 NC0078'ON CULVERT 79.24, ON COPING ON LEFT SIDE OF TRACK, AT CENTERLINE OF
 NC0078'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2469 ***********************************************************************
 OF2469  DESIGNATION -  793 MCGS 1969
 OF2469  PID         -  OF2469
 OF2469  STATE/COUNTY-  NY/MONROE
 OF2469  USGS QUAD   -  CHURCHVILLE (1978)
 OF2469
 OF2469                         *CURRENT SURVEY CONTROL
 OF2469  ___________________________________________________________________
 OF2469* NAD 83(1996)-  43 02 50.12325(N)    077 56 48.09086(W)     ADJUSTED  
 OF2469* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 OF2469  ___________________________________________________________________
 OF2469  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 OF2469  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OF2469
 OF2469  HORZ ORDER  -  SECOND
 OF2469
 OF2469.The horizontal coordinates were established by classical geodetic methods
 OF2469.and adjusted by the National Geodetic Survey in January 1999..
 OF2469
 OF2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2469
 OF2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2469
 OF2469.The geoid height was determined by GEOID03.
 OF2469
 OF2469;                    North         East     Units Scale Factor Converg.
 OF2469;SPC NY W     -   338,616.284   401,869.390   MT  0.99997059   +0 26 04.5
 OF2469;SPC NY W     - 1,110,943.59  1,318,466.49   sFT  0.99997059   +0 26 04.5
 OF2469;UTM  18      - 4,770,277.257   259,996.778   MT  1.00030867   -2 00 44.5
 OF2469;UTM  17      - 4,770,587.926   748,687.495   MT  1.00036089   +2 05 06.9
 OF2469
 OF2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2469!SPC NY W     -   0.99997274  x   0.99997059  =   0.99994333
 OF2469!UTM  18      -   0.99997274  x   1.00030867  =   1.00028140
 OF2469!UTM  17      -   0.99997274  x   1.00036089  =   1.00033362
 OF2469
 OF2469:                Primary Azimuth Mark                     Grid Az
 OF2469:SPC NY W     -  SCIENCE HILL 2                           093 10 32.2
 OF2469:UTM  18      -  SCIENCE HILL 2                           095 37 21.2
 OF2469:UTM  17      -  SCIENCE HILL 2                           091 31 29.8
 OF2469
 OF2469|---------------------------------------------------------------------|
 OF2469| PID    Reference Object                     Distance      Geod. Az  |
 OF2469|                                                           dddmmss.s |
 OF2469| OF2466 SCIENCE HILL 2                      APPROX. 1.5 KM 0933636.7 |
 OF2469|---------------------------------------------------------------------|
 OF2469
 OF2469                          SUPERSEDED SURVEY CONTROL
 OF2469
 OF2469  NAD 83(1986)-  43 02 50.12977(N)    077 56 48.08858(W) AD(       ) 2
 OF2469  NAD 27      -  43 02 49.90941(N)    077 56 49.04726(W) AD(       ) 2
 OF2469  NGVD 29 (07/19/86)  208.9    (m)          685.     (f) VERT ANG       
 OF2469
 OF2469.Superseded values are not recommended for survey control.
 OF2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2469.See file dsdata.txt to determine how the superseded data were derived.
 OF2469
 OF2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5999770277(NAD 83)
 OF2469_MARKER: DD = SURVEY DISK
 OF2469_SETTING: 0 = UNSPECIFIED SETTING
 OF2469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2469
 OF2469  HISTORY     - Date     Condition        Report By
 OF2469  HISTORY     - 1969     MONUMENTED       NY-055
 OF2469
 OF2469                          STATION DESCRIPTION
 OF2469
 OF2469'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2469'IN RIGA ALONG BOVEE ROAD.
 OF2469'
 OF2469'0.9 MILE WEST OF STATION SCIENCE HILL 2 1946, ABOUT 100
 OF2469'FEET EAST OF BOVEE ROAD OVERPASS OVER U.S. 490.
 OF2469'
 OF2469'90.4 FEET EAST OF NORTHEAST CONCRETE PYLON.
 OF2469'
 OF2469'2.7 FEET NORTHEAST OF 7TH GUARD RAIL EAST OF PYLON.
 OF2469'
 OF2469'11.0 FEET EAST OF 8TH GUARD RAIL POST EAST OF PYLON.
 OF2469'
 OF2469'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF2469'STAMPED 793 IN THE TOP OF A CONCRETE POST 2.0 FEET BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1015 ***********************************************************************
 NA1015  DESIGNATION -  795
 NA1015  PID         -  NA1015
 NA1015  STATE/COUNTY-  NY/ONEIDA
 NA1015  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1015
 NA1015                         *CURRENT SURVEY CONTROL
 NA1015  ___________________________________________________________________
 NA1015* NAD 83(1986)-  42 59 41.     (N)    075 25 35.     (W)     SCALED    
 NA1015* NAVD 88     -       242.274  (meters)     794.86   (feet)  ADJUSTED  
 NA1015  ___________________________________________________________________
 NA1015  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NA1015  DYNAMIC HT  -         242.204 (meters)     794.63  (feet)  COMP
 NA1015  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 NA1015
 NA1015  VERT ORDER  -  SECOND    CLASS 0
 NA1015
 NA1015.The horizontal coordinates were scaled from a topographic map and have
 NA1015.an estimated accuracy of +/- 6 seconds.
 NA1015
 NA1015.The orthometric height was determined by differential leveling
 NA1015.and adjusted by the National Geodetic Survey in June 1991..
 NA1015
 NA1015.The geoid height was determined by GEOID03.
 NA1015
 NA1015.The dynamic height is computed by dividing the NAVD 88
 NA1015.geopotential number by the normal gravity value computed on the
 NA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1015.degrees latitude (g = 980.6199 gals.).
 NA1015
 NA1015.The modeled gravity was interpolated from observed gravity values.
 NA1015
 NA1015;                    North         East    Units  Estimated Accuracy
 NA1015;SPC NY C     -   333,230.      344,340.      MT  (+/- 180 meters Scaled)
 NA1015
 NA1015                          SUPERSEDED SURVEY CONTROL
 NA1015
 NA1015  NGVD 29 (??/??/92)  242.412  (m)          795.31   (f) ADJ UNCH    2 0
 NA1015
 NA1015.Superseded values are not recommended for survey control.
 NA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1015.See file dsdata.txt to determine how the superseded data were derived.
 NA1015
 NA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN652603(NAD 83)
 NA1015_MARKER: DB = BENCH MARK DISK
 NA1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1015_SP_SET: WALL
 NA1015_STAMPING: 795 U.S.G.S. 1903
 NA1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1015
 NA1015  HISTORY     - Date     Condition        Report By
 NA1015  HISTORY     - 1903     MONUMENTED       USGS
 NA1015  HISTORY     - 1942     GOOD             NGS
 NA1015
 NA1015                          STATION DESCRIPTION
 NA1015
 NA1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1015'AT DEANSBORO.
 NA1015'AT DEANSBORO, 11 RAILS NORTHEAST ALONG THE NEW YORK, ONTARIO, AND
 NA1015'WESTERN RAILROAD FROM THE STATION, 3 RAILS NORTHEAST OF STATE HIGHWAY
 NA1015'NO. 315 CROSSING, AT HINMAN FARMS PRODUCTS INC, PLANT NO. 1.  A
 NA1015'U.S.G.S. DISK, SET VERTICALLY, IN THE SOUTHWEST STONE FOUNDATION
 NA1015'WALL, 0.7 FOOT NORTHWEST OF THE SOUTH CORNER OF BUILDING AND 0.5 FOOT
 NA1015'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1122 ***********************************************************************
 PH1122  DESIGNATION -  796
 PH1122  PID         -  PH1122
 PH1122  STATE/COUNTY-  NY/LEWIS
 PH1122  USGS QUAD   -  NATURAL BRIDGE (1982)
 PH1122
 PH1122                         *CURRENT SURVEY CONTROL
 PH1122  ___________________________________________________________________
 PH1122* NAD 83(1986)-  44 06 29.     (N)    075 24 57.     (W)     SCALED    
 PH1122* NAVD 88     -       242.678  (meters)     796.19   (feet)  POSTED    
 PH1122  ___________________________________________________________________
 PH1122  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 PH1122  DYNAMIC HT  -         242.640 (meters)     796.06  (feet)  COMP
 PH1122  MODELED GRAV-     980,454.7   (mgal)                       NAVD 88
 PH1122
 PH1122  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PH1122
 PH1122.The horizontal coordinates were scaled from a topographic map and have
 PH1122.an estimated accuracy of +/- 6 seconds.
 PH1122
 PH1122.The orthometric height was determined by differential leveling
 PH1122.and adjusted by the National Geodetic Survey in 1992..
 PH1122.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PH1122.rate of 3.1 thru 4.0 mm/km.
 PH1122
 PH1122.The geoid height was determined by GEOID03.
 PH1122
 PH1122.The dynamic height is computed by dividing the NAVD 88
 PH1122.geopotential number by the normal gravity value computed on the
 PH1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1122.degrees latitude (g = 980.6199 gals.).
 PH1122
 PH1122.The modeled gravity was interpolated from observed gravity values.
 PH1122
 PH1122;                    North         East    Units  Estimated Accuracy
 PH1122;SPC NY C     -   456,930.      343,470.      MT  (+/- 180 meters Scaled)
 PH1122
 PH1122                          SUPERSEDED SURVEY CONTROL
 PH1122
 PH1122  NGVD 29 (??/??/92)  242.828  (m)          796.68   (f) ADJ UNCH    2 0
 PH1122
 PH1122.Superseded values are not recommended for survey control.
 PH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1122.See file dsdata.txt to determine how the superseded data were derived.
 PH1122
 PH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP667839(NAD 83)
 PH1122_MARKER: DD = SURVEY DISK
 PH1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1122_SP_SET: WALL
 PH1122_STAMPING: NEW YORK 796
 PH1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1122
 PH1122  HISTORY     - Date     Condition        Report By
 PH1122  HISTORY     - UNK      MONUMENTED       USGS
 PH1122  HISTORY     - 1935     GOOD             NGS
 PH1122
 PH1122                          STATION DESCRIPTION
 PH1122
 PH1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH1122'5.2 MI NE FROM NATURAL BRIDGE.
 PH1122'IS LOCATED 5.2 MILES NORTHEAST OF THE DEPOT AT NATURAL BRIDGE.  0.5 OF
 PH1122'MILE NORTHEAST OF FITZGERALD STATION.  ON NORTHEAST END OF SOUTHEAST
 PH1122'CONCRETE HEADWALL OF RAILROAD CULVERT.  4.4 FT. SOUTHEAST OF SOUTHEAST
 PH1122'RAIL.  TABLET SET IN TOP OF CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0169 ***********************************************************************
 OE0169  DESIGNATION -  798
 OE0169  PID         -  OE0169
 OE0169  STATE/COUNTY-  NY/FULTON
 OE0169  USGS QUAD   -  GLOVERSVILLE (1970)
 OE0169
 OE0169                         *CURRENT SURVEY CONTROL
 OE0169  ___________________________________________________________________
 OE0169* NAD 83(1986)-  43 03 04.     (N)    074 21 00.     (W)     SCALED    
 OE0169* NAVD 88     -       243.245  (meters)     798.05   (feet)  ADJUSTED  
 OE0169  ___________________________________________________________________
 OE0169  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 OE0169  DYNAMIC HT  -         243.179 (meters)     797.83  (feet)  COMP
 OE0169  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 OE0169
 OE0169  VERT ORDER  -  SECOND    CLASS 0
 OE0169
 OE0169.The horizontal coordinates were scaled from a topographic map and have
 OE0169.an estimated accuracy of +/- 6 seconds.
 OE0169
 OE0169.The orthometric height was determined by differential leveling
 OE0169.and adjusted by the National Geodetic Survey in June 1991..
 OE0169
 OE0169.The geoid height was determined by GEOID03.
 OE0169
 OE0169.The dynamic height is computed by dividing the NAVD 88
 OE0169.geopotential number by the normal gravity value computed on the
 OE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0169.degrees latitude (g = 980.6199 gals.).
 OE0169
 OE0169.The modeled gravity was interpolated from observed gravity values.
 OE0169
 OE0169;                    North         East    Units  Estimated Accuracy
 OE0169;SPC NY E     -   468,360.      162,220.      MT  (+/- 180 meters Scaled)
 OE0169
 OE0169                          SUPERSEDED SURVEY CONTROL
 OE0169
 OE0169  NGVD 29 (??/??/92)  243.381  (m)          798.49   (f) ADJ UNCH    2 0
 OE0169
 OE0169.Superseded values are not recommended for survey control.
 OE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0169.See file dsdata.txt to determine how the superseded data were derived.
 OE0169
 OE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN529666(NAD 83)
 OE0169_MARKER: DD = SURVEY DISK
 OE0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0169_SP_SET: WALL
 OE0169_STAMPING: 798
 OE0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0169
 OE0169  HISTORY     - Date     Condition        Report By
 OE0169  HISTORY     - UNK      MONUMENTED       USGS
 OE0169  HISTORY     - 1942     GOOD             NGS
 OE0169
 OE0169                          STATION DESCRIPTION
 OE0169
 OE0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0169'IN GLOVERSVILLE.
 OE0169'IT IS SET VERTICALLY, IN THE BASE OF THE WALL. NEW DESCRIPTION-- AT
 OE0169'THE FONDA, JOHNSTOWN AND GLOVERSVILLE RAILROAD STATION IN
 OE0169'GLOVERSVILLE.  A U.S.G.S. DISK, SET VERTICALLY, IN THE BASE OF THE
 OE0169'NORTHWEST WALL, AND 20 FEET NORTHEAST OF THE WEST CORNER OF THE
 OE0169'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0658 ***********************************************************************
 NB0658  DESIGNATION -  798
 NB0658  PID         -  NB0658
 NB0658  STATE/COUNTY-  NY/YATES
 NB0658  USGS QUAD   -  DUNDEE (1942)
 NB0658
 NB0658                         *CURRENT SURVEY CONTROL
 NB0658  ___________________________________________________________________
 NB0658* NAD 83(1986)-  42 35 25.     (N)    076 57 18.     (W)     SCALED    
 NB0658* NAVD 88     -       243.569  (meters)     799.11   (feet)  ADJUSTED  
 NB0658  ___________________________________________________________________
 NB0658  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NB0658  DYNAMIC HT  -         243.494 (meters)     798.86  (feet)  COMP
 NB0658  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 NB0658
 NB0658  VERT ORDER  -  SECOND    CLASS 0
 NB0658
 NB0658.The horizontal coordinates were scaled from a topographic map and have
 NB0658.an estimated accuracy of +/- 6 seconds.
 NB0658
 NB0658.The orthometric height was determined by differential leveling
 NB0658.and adjusted by the National Geodetic Survey in June 1991..
 NB0658
 NB0658.The geoid height was determined by GEOID03.
 NB0658
 NB0658.The dynamic height is computed by dividing the NAVD 88
 NB0658.geopotential number by the normal gravity value computed on the
 NB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0658.degrees latitude (g = 980.6199 gals.).
 NB0658
 NB0658.The modeled gravity was interpolated from observed gravity values.
 NB0658
 NB0658;                    North         East    Units  Estimated Accuracy
 NB0658;SPC NY C     -   287,720.      219,500.      MT  (+/- 180 meters Scaled)
 NB0658
 NB0658                          SUPERSEDED SURVEY CONTROL
 NB0658
 NB0658  NGVD 29 (??/??/92)  243.721  (m)          799.61   (f) ADJ UNCH    2 0
 NB0658
 NB0658.Superseded values are not recommended for survey control.
 NB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0658.See file dsdata.txt to determine how the superseded data were derived.
 NB0658
 NB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN395171(NAD 83)
 NB0658_MARKER: DD = SURVEY DISK
 NB0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0658_SP_SET: BRIDGE ABUTMENT
 NB0658_STAMPING: 798 ALBANY N.Y.
 NB0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0658
 NB0658  HISTORY     - Date     Condition        Report By
 NB0658  HISTORY     - UNK      MONUMENTED       USGS
 NB0658  HISTORY     - 1935     GOOD             NGS
 NB0658  HISTORY     - 19990630 GOOD             USPSQD
 NB0658
 NB0658                          STATION DESCRIPTION
 NB0658
 NB0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0658'AT HIMROD.
 NB0658'IS LOCATED 0.10 OF MILE NORTH OF THE HIMROD DEPOT. ON WEST END OF
 NB0658'BACK WALL OF SOUTH ABUTMENT OF RAILROAD BRIDGE NO. 32.35.
 NB0658
 NB0658                          STATION RECOVERY (1999)
 NB0658
 NB0658'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0934 ***********************************************************************
 NB0934  DESIGNATION -  799 DUNKIRK
 NB0934  PID         -  NB0934
 NB0934  STATE/COUNTY-  NY/ONTARIO
 NB0934  USGS QUAD   -  NAPLES (1976)
 NB0934
 NB0934                         *CURRENT SURVEY CONTROL
 NB0934  ___________________________________________________________________
 NB0934* NAD 83(1986)-  42 37 00.     (N)    077 24 04.     (W)     SCALED    
 NB0934* NAVD 88     -       243.636  (meters)     799.33   (feet)  ADJUSTED  
 NB0934  ___________________________________________________________________
 NB0934  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NB0934  DYNAMIC HT  -         243.558 (meters)     799.07  (feet)  COMP
 NB0934  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NB0934
 NB0934  VERT ORDER  -  SECOND    CLASS 0
 NB0934
 NB0934.The horizontal coordinates were scaled from a topographic map and have
 NB0934.an estimated accuracy of +/- 6 seconds.
 NB0934
 NB0934.The orthometric height was determined by differential leveling
 NB0934.and adjusted by the National Geodetic Survey in June 1991..
 NB0934
 NB0934.The geoid height was determined by GEOID03.
 NB0934
 NB0934.The dynamic height is computed by dividing the NAVD 88
 NB0934.geopotential number by the normal gravity value computed on the
 NB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0934.degrees latitude (g = 980.6199 gals.).
 NB0934
 NB0934.The modeled gravity was interpolated from observed gravity values.
 NB0934
 NB0934;                    North         East    Units  Estimated Accuracy
 NB0934;SPC NY C     -   290,910.      182,910.      MT  (+/- 180 meters Scaled)
 NB0934
 NB0934                          SUPERSEDED SURVEY CONTROL
 NB0934
 NB0934  NGVD 29 (??/??/92)  243.776  (m)          799.79   (f) ADJ UNCH    2 0
 NB0934
 NB0934.Superseded values are not recommended for survey control.
 NB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0934.See file dsdata.txt to determine how the superseded data were derived.
 NB0934
 NB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN030210(NAD 83)
 NB0934_MARKER: DD = SURVEY DISK
 NB0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0934_SP_SET: STEP
 NB0934_STAMPING: 799 DUNKIRK (USGS)
 NB0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0934
 NB0934  HISTORY     - Date     Condition        Report By
 NB0934  HISTORY     - UNK      MONUMENTED       USGS
 NB0934  HISTORY     - 1934     GOOD             NGS
 NB0934  HISTORY     - 1942     GOOD             NGS
 NB0934
 NB0934                          STATION DESCRIPTION
 NB0934
 NB0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0934'AT NAPLES.
 NB0934'ALONG NEW YORK STATE HIGHWAY NO. 39, (MAIN STREET OF NAPLES) 70
 NB0934'FEET SOUTH OF THE CENTER LINE, ON THE NORTH FACE OF THE PRESBYTERIAN
 NB0934'CHURCH, 9.6 FEET SOUTH OF THE EAST SIDE, 9.4 FEET NORTH OF THE
 NB0934'EDGE OF STEP TO ENTRANCE, 3.4 FEET ABOVE THE GROUND, SET VERTICALLY.
 NB0934
 NB0934                          STATION RECOVERY (1942)
 NB0934
 NB0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NB0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2474 ***********************************************************************
 OF2474  DESIGNATION -  799 MCGS 1969
 OF2474  PID         -  OF2474
 OF2474  STATE/COUNTY-  NY/MONROE
 OF2474  USGS QUAD   -  CHURCHVILLE (1978)
 OF2474
 OF2474                         *CURRENT SURVEY CONTROL
 OF2474  ___________________________________________________________________
 OF2474* NAD 83(1996)-  43 04 27.27846(N)    077 56 00.73682(W)     ADJUSTED  
 OF2474* NAVD 88     -       204.7    (meters)     672.     (feet)  VERTCON   
 OF2474  ___________________________________________________________________
 OF2474  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 OF2474  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OF2474
 OF2474  HORZ ORDER  -  SECOND
 OF2474
 OF2474.The horizontal coordinates were established by classical geodetic methods
 OF2474.and adjusted by the National Geodetic Survey in January 1999..
 OF2474
 OF2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2474
 OF2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2474
 OF2474.The geoid height was determined by GEOID03.
 OF2474
 OF2474;                    North         East     Units Scale Factor Converg.
 OF2474;SPC NY W     -   341,622.476   402,917.871   MT  0.99997194   +0 26 37.6
 OF2474;SPC NY W     - 1,120,806.41  1,321,906.38   sFT  0.99997194   +0 26 37.6
 OF2474;UTM  18      - 4,773,236.919   261,173.075   MT  1.00030173   -2 00 15.8
 OF2474;UTM  17      - 4,773,624.272   749,649.301   MT  1.00036678   +2 05 43.1
 OF2474
 OF2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2474!SPC NY W     -   0.99997338  x   0.99997194  =   0.99994533
 OF2474!UTM  18      -   0.99997338  x   1.00030173  =   1.00027511
 OF2474!UTM  17      -   0.99997338  x   1.00036678  =   1.00034015
 OF2474
 OF2474:                Primary Azimuth Mark                     Grid Az
 OF2474:SPC NY W     -  793 MCGS 1969                            199 13 38.4
 OF2474:UTM  18      -  793 MCGS 1969                            201 40 31.8
 OF2474:UTM  17      -  793 MCGS 1969                            197 34 32.9
 OF2474
 OF2474|---------------------------------------------------------------------|
 OF2474| PID    Reference Object                     Distance      Geod. Az  |
 OF2474|                                                           dddmmss.s |
 OF2474| OF2469 793 MCGS 1969                       APPROX. 3.2 KM 1994016.0 |
 OF2474|---------------------------------------------------------------------|
 OF2474
 OF2474                          SUPERSEDED SURVEY CONTROL
 OF2474
 OF2474  NAD 83(1986)-  43 04 27.28499(N)    077 56 00.73485(W) AD(       ) 2
 OF2474  NAD 27      -  43 04 27.06523(N)    077 56 01.69375(W) AD(       ) 2
 OF2474  NGVD 29 (07/19/86)  204.9    (m)          672.     (f) VERT ANG       
 OF2474
 OF2474.Superseded values are not recommended for survey control.
 OF2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2474.See file dsdata.txt to determine how the superseded data were derived.
 OF2474
 OF2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6117373237(NAD 83)
 OF2474_MARKER: DD = SURVEY DISK
 OF2474_SETTING: 0 = UNSPECIFIED SETTING
 OF2474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2474
 OF2474  HISTORY     - Date     Condition        Report By
 OF2474  HISTORY     - 1969     MONUMENTED       NY-055
 OF2474
 OF2474                          STATION DESCRIPTION
 OF2474
 OF2474'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2474'IN RIGA ON CHILI-RIGA CENTER ROAD OVERPASS OVER WESTERN EXPRESSWAY
 OF2474'(RTE 490) IN WALK AT SOUTHEAST END OF BRIDGE
 OF2474'
 OF2474'48.9 FEET NORTHWEST OF CATCH BASIN
 OF2474'
 OF2474'0.5 FEET NORTHEAST OF EDGE OF WALK
 OF2474'
 OF2474'0.9 MILE SOUTH OF STATION BUFF 1969
 OF2474'
 OF2474'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 799 FLUSH WITH
 OF2474'CONCRETE WALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0810 ***********************************************************************
 NB0810  DESIGNATION -  8
 NB0810  PID         -  NB0810
 NB0810  STATE/COUNTY-  NY/ONTARIO
 NB0810  USGS QUAD   -  PHELPS (1953)
 NB0810
 NB0810                         *CURRENT SURVEY CONTROL
 NB0810  ___________________________________________________________________
 NB0810* NAD 83(1986)-  42 58 20.     (N)    077 04 38.     (W)     SCALED    
 NB0810* NAVD 88     -       162.303  (meters)     532.49   (feet)  ADJUSTED  
 NB0810  ___________________________________________________________________
 NB0810  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NB0810  DYNAMIC HT  -         162.259 (meters)     532.34  (feet)  COMP
 NB0810  MODELED GRAV-     980,350.7   (mgal)                       NAVD 88
 NB0810
 NB0810  VERT ORDER  -  SECOND    CLASS 0
 NB0810
 NB0810.The horizontal coordinates were scaled from a topographic map and have
 NB0810.an estimated accuracy of +/- 6 seconds.
 NB0810
 NB0810.The orthometric height was determined by differential leveling
 NB0810.and adjusted by the National Geodetic Survey in June 1991..
 NB0810
 NB0810.The geoid height was determined by GEOID03.
 NB0810
 NB0810.The dynamic height is computed by dividing the NAVD 88
 NB0810.geopotential number by the normal gravity value computed on the
 NB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0810.degrees latitude (g = 980.6199 gals.).
 NB0810
 NB0810.The modeled gravity was interpolated from observed gravity values.
 NB0810
 NB0810;                    North         East    Units  Estimated Accuracy
 NB0810;SPC NY C     -   330,200.      209,710.      MT  (+/- 180 meters Scaled)
 NB0810
 NB0810                          SUPERSEDED SURVEY CONTROL
 NB0810
 NB0810  NGVD 29 (??/??/92)  162.467  (m)          533.03   (f) ADJ UNCH    2 0
 NB0810
 NB0810.Superseded values are not recommended for survey control.
 NB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0810.See file dsdata.txt to determine how the superseded data were derived.
 NB0810
 NB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN306598(NAD 83)
 NB0810_MARKER: B = BOLT
 NB0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0810_SP_SET: BRIDGE ABUTMENT
 NB0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0810
 NB0810  HISTORY     - Date     Condition        Report By
 NB0810  HISTORY     - UNK      MONUMENTED       PRR
 NB0810  HISTORY     - 1942     GOOD             NGS
 NB0810  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0810  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0810  HISTORY     - 20021109 GOOD             USPSQD
 NB0810
 NB0810                          STATION DESCRIPTION
 NB0810
 NB0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0810'0.5 MI NE FROM PHELPS JUNCTION.
 NB0810'BENCH MARK IS A COPPER BOLT SET IN SOUTH END OF THE WEST ABUTMENT OF
 NB0810'RAILROAD BRIDGE NO. 11.06 OVER SMALL CREEK, 10 FEET SOUTH OF AND
 NB0810'ABOUT 2.5 FEET BELOW THE CENTER LINE OF THE TRACK.
 NB0810
 NB0810                          STATION RECOVERY (1985)
 NB0810
 NB0810'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0810'MARK NOT FOUND.
 NB0810
 NB0810                          STATION RECOVERY (1985)
 NB0810
 NB0810'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0810'MARK NOT FOUND.
 NB0810
 NB0810                          STATION RECOVERY (2002)
 NB0810
 NB0810'RECOVERY NOTE BY US POWER SQUADRON 2002 (DB)
 NB0810'BRIDGE LOCATED 360 FT. W FROM STATE RT. 88, 60 FT. W FROM PIPELINE
 NB0810'CROSSING OLD RR BED. RR CROSSING AT RT. 88 2 MILES N OF NYS THRUWAY.
 NB0810'MARK 9 FT. FROM CL OF BRIDGE, ON S END OF W ABUTMENT, WITH BM ETCHED
 NB0810'IN CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1085 ***********************************************************************
 KU1085  DESIGNATION -  8
 KU1085  PID         -  KU1085
 KU1085  STATE/COUNTY-  NY/QUEENS
 KU1085  USGS QUAD   -  FLUSHING (1979)
 KU1085
 KU1085                         *CURRENT SURVEY CONTROL
 KU1085  ___________________________________________________________________
 KU1085* NAD 83(1986)-  40 46 22.     (N)    073 52 07.     (W)     SCALED    
 KU1085* NAVD 88     -         3.642  (meters)      11.95   (feet)  ADJUSTED  
 KU1085  ___________________________________________________________________
 KU1085  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU1085  DYNAMIC HT  -           3.640 (meters)      11.94  (feet)  COMP
 KU1085  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 KU1085
 KU1085  VERT ORDER  -  FIRST     CLASS II
 KU1085
 KU1085.This mark is at La Guardia Airport (LGA)
 KU1085
 KU1085.The horizontal coordinates were scaled from a topographic map and have
 KU1085.an estimated accuracy of +/- 6 seconds.
 KU1085
 KU1085.The orthometric height was determined by differential leveling
 KU1085.and adjusted by the National Geodetic Survey in June 1991..
 KU1085.WARNING-Repeat measurements at this control monument indicate possible
 KU1085.vertical movement.
 KU1085
 KU1085.The geoid height was determined by GEOID03.
 KU1085
 KU1085.The dynamic height is computed by dividing the NAVD 88
 KU1085.geopotential number by the normal gravity value computed on the
 KU1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1085.degrees latitude (g = 980.6199 gals.).
 KU1085
 KU1085.The modeled gravity was interpolated from observed gravity values.
 KU1085
 KU1085;                    North         East    Units  Estimated Accuracy
 KU1085;SPC NY L     -    67,320.      311,090.      MT  (+/- 180 meters Scaled)
 KU1085
 KU1085                          SUPERSEDED SURVEY CONTROL
 KU1085
 KU1085  NGVD 29 (??/??/92)    3.977  (m)           13.05   (f) ADJ UNCH    1 2
 KU1085
 KU1085.Superseded values are not recommended for survey control.
 KU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1085.See file dsdata.txt to determine how the superseded data were derived.
 KU1085
 KU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL954141(NAD 83)
 KU1085_MARKER: B = BOLT
 KU1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1085_SP_SET: BUILDING
 KU1085_STAMPING: 8
 KU1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1085
 KU1085  HISTORY     - Date     Condition        Report By
 KU1085  HISTORY     - UNK      MONUMENTED       NYPA
 KU1085  HISTORY     - 1952     GOOD             NGS
 KU1085  HISTORY     - 1957     GOOD             NGS
 KU1085  HISTORY     - 20021001 MARK NOT FOUND   PORANY
 KU1085
 KU1085                          STATION DESCRIPTION
 KU1085
 KU1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1085'AT NEW YORK.
 KU1085'AT NEW YORK, IN BOROUGH OF QUEENS, AT THE EAST PART OF
 KU1085'LA GUARDIA FIELD, ABOUT 1/2 MILE SOUTHEAST OF ADMINISTRATION
 KU1085'BUILDING, AT THE SOUTHEAST ONE OF TWO WORLD AIRLINES HANGARS,
 KU1085'A 1/2-INCH BRASS BOLT SET IN VERTICAL FACE AT THE VERY EDGE OF
 KU1085'SOUTH CORNER AND AT KITCHEN ENTRANCE TO HANGAR BUILDING, 7.2
 KU1085'FEET WEST OF CENTER OF CORNER ENTRANCE.
 KU1085
 KU1085                          STATION RECOVERY (1957)
 KU1085
 KU1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KU1085'RECOVERED IN GOOD CONDITION.
 KU1085
 KU1085                          STATION RECOVERY (2002)
 KU1085
 KU1085'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2002 (SSZ)
 KU1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0821 ***********************************************************************
 PH0821  DESIGNATION -  8
 PH0821  PID         -  PH0821
 PH0821  STATE/COUNTY-  NY/ST LAWRENCE
 PH0821  USGS QUAD   -  LOUISVILLE (1964)
 PH0821
 PH0821                         *CURRENT SURVEY CONTROL
 PH0821  ___________________________________________________________________
 PH0821* NAD 83(1986)-  44 55 08.     (N)    075 04 27.     (W)     SCALED    
 PH0821* NAVD 88     -        79.001  (meters)     259.19   (feet)  ADJUSTED  
 PH0821  ___________________________________________________________________
 PH0821  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 PH0821  DYNAMIC HT  -          78.999 (meters)     259.18  (feet)  COMP
 PH0821  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 PH0821
 PH0821  VERT ORDER  -  SECOND    CLASS 0
 PH0821
 PH0821.The horizontal coordinates were scaled from a topographic map and have
 PH0821.an estimated accuracy of +/- 6 seconds.
 PH0821
 PH0821.The orthometric height was determined by differential leveling
 PH0821.and adjusted by the National Geodetic Survey in June 1991..
 PH0821
 PH0821.The geoid height was determined by GEOID03.
 PH0821
 PH0821.The dynamic height is computed by dividing the NAVD 88
 PH0821.geopotential number by the normal gravity value computed on the
 PH0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0821.degrees latitude (g = 980.6199 gals.).
 PH0821
 PH0821.The modeled gravity was interpolated from observed gravity values.
 PH0821
 PH0821;                    North         East    Units  Estimated Accuracy
 PH0821;SPC NY E     -   676,020.      104,670.      MT  (+/- 180 meters Scaled)
 PH0821
 PH0821                          SUPERSEDED SURVEY CONTROL
 PH0821
 PH0821  NGVD 29 (??/??/92)   79.128  (m)          259.61   (f) ADJ UNCH    2 0
 PH0821
 PH0821.Superseded values are not recommended for survey control.
 PH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0821.See file dsdata.txt to determine how the superseded data were derived.
 PH0821
 PH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ941739(NAD 83)
 PH0821_MARKER: B = BOLT
 PH0821_SETTING: 80 = SET IN A BOULDER
 PH0821_SP_SET: BOULDER
 PH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0821+STABILITY: SURFACE MOTION
 PH0821
 PH0821  HISTORY     - Date     Condition        Report By
 PH0821  HISTORY     - UNK      MONUMENTED       USLS
 PH0821  HISTORY     - 1934     GOOD             NGS
 PH0821
 PH0821                          STATION DESCRIPTION
 PH0821
 PH0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0821'7.3 MI NE FROM WADDINGTON.
 PH0821'ABOUT 7.3 MILES NORTHEAST OF WADDINGTON, ST. LAWRENCE COUNTY, ON STATE
 PH0821'HIGHWAY 37 B, ABOUT 2.7 MILES NORTHEAST OF THE JUNCTION OF STATE
 PH0821'HIGHWAY 37, IN THE JAMES BRADFORD MEADOW, 119 FEET NORTHEAST OF THE
 PH0821'NORTHWEST CORNER OF THE HOUSE, 27-1/2 FEET NORTH OF THE NORTH EDGE OF
 PH0821'THE TARVIA PAVEMENT, 11 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND IN
 PH0821'THE TOP OF THE SOUTHWEST PART OF A 6- BY 6-FOOT BOULDER ABOUT 2 FEET
 PH0821'HIGH.  THE TOP OF A 1/4-INCH BRASS BOLT PROJECTING ABOUT 1/2 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0988 ***********************************************************************
 PG0988  DESIGNATION -  8 J USGS
 PG0988  PID         -  PG0988
 PG0988  STATE/COUNTY-  NY/ESSEX
 PG0988  USGS QUAD   -  
 PG0988
 PG0988                         *CURRENT SURVEY CONTROL
 PG0988  ___________________________________________________________________
 PG0988* NAD 83(1986)-  44 17 57.     (N)    073 33 50.     (W)     SCALED    
 PG0988* NAVD 88     -       206.466  (meters)     677.38   (feet)  ADJUSTED  
 PG0988  ___________________________________________________________________
 PG0988  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PG0988  DYNAMIC HT  -         206.436 (meters)     677.28  (feet)  COMP
 PG0988  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PG0988
 PG0988  VERT ORDER  -  SECOND    CLASS 0
 PG0988
 PG0988.The horizontal coordinates were scaled from a topographic map and have
 PG0988.an estimated accuracy of +/- 6 seconds.
 PG0988
 PG0988.The orthometric height was determined by differential leveling
 PG0988.and adjusted by the National Geodetic Survey in June 1991..
 PG0988
 PG0988.The geoid height was determined by GEOID03.
 PG0988
 PG0988.The dynamic height is computed by dividing the NAVD 88
 PG0988.geopotential number by the normal gravity value computed on the
 PG0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0988.degrees latitude (g = 980.6199 gals.).
 PG0988
 PG0988.The modeled gravity was interpolated from observed gravity values.
 PG0988
 PG0988;                    North         East    Units  Estimated Accuracy
 PG0988;SPC NY E     -   607,430.      224,700.      MT  (+/- 180 meters Scaled)
 PG0988
 PG0988                          SUPERSEDED SURVEY CONTROL
 PG0988
 PG0988  NGVD 29 (??/??/??)  206.604  (m)          677.83   (f) ADJUSTED    2 0
 PG0988
 PG0988.Superseded values are not recommended for survey control.
 PG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0988.See file dsdata.txt to determine how the superseded data were derived.
 PG0988
 PG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ145061(NAD 83)
 PG0988_MARKER: DD = SURVEY DISK
 PG0988_SETTING: 80 = SET IN A BOULDER
 PG0988_SP_SET: BOULDER
 PG0988_STAMPING: 8 J 1942 678
 PG0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0988+STABILITY: SURFACE MOTION
 PG0988
 PG0988  HISTORY     - Date     Condition        Report By
 PG0988  HISTORY     - 1942     MONUMENTED       USGS
 PG0988  HISTORY     - 1961     GOOD             CGS
 PG0988  HISTORY     - 20030624 MARK NOT FOUND   NYDT
 PG0988
 PG0988                          STATION DESCRIPTION
 PG0988
 PG0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0988'1.7 MI N FROM LEWIS.
 PG0988'ABOUT 1.7 MILES NORTH ALONG US HIGHWAY 9 FROM THE POST OFFICE IN LEWIS
 PG0988'ON THE LEFT AT A SIDE ROAD.  ABOUT 36 FEET NORTH OF THE APPROXIMATE
 PG0988'CENTER OF A DIRT ROAD, ABOUT 82 FEET WEST OF THE CENTER LINE OF US
 PG0988'HIGHWAY 9, ABOUT 14 1/2 FEET WEST OF POWER POLE NUMBER 024 AND SET IN
 PG0988'A DRILLHOLE IN A LARGE BOULDER ABOUT LEVEL WITH US HIGHWAY 9. THIS
 PG0988'MARK IS IN GOOD CONDITION.
 PG0988
 PG0988                          STATION RECOVERY (2003)
 PG0988
 PG0988'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0353 ***********************************************************************
 KV0353  DESIGNATION -  8 NYBE+A
 KV0353  PID         -  KV0353
 KV0353  STATE/COUNTY-  NY/RICHMOND
 KV0353  USGS QUAD   -  ARTHUR KILL (1981)
 KV0353
 KV0353                         *CURRENT SURVEY CONTROL
 KV0353  ___________________________________________________________________
 KV0353* NAD 83(1986)-  40 30 31.     (N)    074 14 37.     (W)     SCALED    
 KV0353* NAVD 88     -        24.000  (meters)      78.74   (feet)  ADJUSTED  
 KV0353  ___________________________________________________________________
 KV0353  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0353  DYNAMIC HT  -          23.990 (meters)      78.71  (feet)  COMP
 KV0353  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0353
 KV0353  VERT ORDER  -  FIRST     CLASS II
 KV0353
 KV0353.The horizontal coordinates were scaled from a topographic map and have
 KV0353.an estimated accuracy of +/- 6 seconds.
 KV0353
 KV0353.The orthometric height was determined by differential leveling
 KV0353.and adjusted by the National Geodetic Survey in June 1991..
 KV0353
 KV0353.The geoid height was determined by GEOID03.
 KV0353
 KV0353.The dynamic height is computed by dividing the NAVD 88
 KV0353.geopotential number by the normal gravity value computed on the
 KV0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0353.degrees latitude (g = 980.6199 gals.).
 KV0353
 KV0353.The modeled gravity was interpolated from observed gravity values.
 KV0353
 KV0353;                    North         East    Units  Estimated Accuracy
 KV0353;SPC NY L     -    38,000.      279,350.      MT  (+/- 180 meters Scaled)
 KV0353
 KV0353                          SUPERSEDED SURVEY CONTROL
 KV0353
 KV0353  NGVD 29 (04/16/92)   24.317  (m)           79.78   (f) ADJUSTED    1 2
 KV0353
 KV0353.Superseded values are not recommended for survey control.
 KV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0353.See file dsdata.txt to determine how the superseded data were derived.
 KV0353
 KV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK640844(NAD 83)
 KV0353_MARKER: DD = SURVEY DISK
 KV0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0353_SP_SET: BUTTRESS
 KV0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0353+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 KV0353
 KV0353  HISTORY     - Date     Condition        Report By
 KV0353  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0353  HISTORY     - 1952     GOOD             CGS
 KV0353  HISTORY     - 1985     GOOD             USPSQD
 KV0353  HISTORY     - 19910519 GOOD             USPSQD
 KV0353  HISTORY     - 20020711 GOOD             USPSQD
 KV0353
 KV0353                          STATION DESCRIPTION
 KV0353
 KV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0353'AT STATEN ISLAND.
 KV0353'ON STATEN ISLAND, AT TOTTENVILLE, ALONG SUMMIT STREET BETWEEN
 KV0353'YETMAN AND BRIGHTON AVENUES, SET VERTICALLY IN THE EAST FACE OF
 KV0353'THE WEST BUTTRESS OF NORTH FACE OF PUBLIC SCHOOL NO. 1, 1 1/2
 KV0353'FEET NORTH OF NORTH FACE OF BUILDING, 36 FEET EAST OF NORTHWEST
 KV0353'CORNER OF BUILDING AND 1 1/2 FEET ABOVE GROUND.
 KV0353
 KV0353                          STATION RECOVERY (1985)
 KV0353
 KV0353'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0353'RECOVERED IN GOOD CONDITION.
 KV0353
 KV0353                          STATION RECOVERY (1991)
 KV0353
 KV0353'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0353'RECOVERED IN GOOD CONDITION.
 KV0353
 KV0353                          STATION RECOVERY (2002)
 KV0353
 KV0353'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1314 ***********************************************************************
 KU1314  DESIGNATION -  8 NYIA
 KU1314  PID         -  KU1314
 KU1314  STATE/COUNTY-  NY/QUEENS
 KU1314  USGS QUAD   -  JAMAICA (1979)
 KU1314
 KU1314                         *CURRENT SURVEY CONTROL
 KU1314  ___________________________________________________________________
 KU1314* NAD 83(1986)-  40 38 03.     (N)    073 46 43.     (W)     SCALED    
 KU1314* NAVD 88     -         3.288  (meters)      10.79   (feet)  ADJUSTED  
 KU1314  ___________________________________________________________________
 KU1314  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KU1314  DYNAMIC HT  -           3.286 (meters)      10.78  (feet)  COMP
 KU1314  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 KU1314
 KU1314  VERT ORDER  -  FIRST     CLASS II
 KU1314
 KU1314.This mark is at John F Kennedy Intl Airport (JFK)
 KU1314
 KU1314.The horizontal coordinates were scaled from a topographic map and have
 KU1314.an estimated accuracy of +/- 6 seconds.
 KU1314
 KU1314.The orthometric height was determined by differential leveling
 KU1314.and adjusted by the National Geodetic Survey in June 1991..
 KU1314
 KU1314.The geoid height was determined by GEOID03.
 KU1314
 KU1314.The dynamic height is computed by dividing the NAVD 88
 KU1314.geopotential number by the normal gravity value computed on the
 KU1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1314.degrees latitude (g = 980.6199 gals.).
 KU1314
 KU1314.The modeled gravity was interpolated from observed gravity values.
 KU1314
 KU1314;                    North         East    Units  Estimated Accuracy
 KU1314;SPC NY L     -    51,940.      318,730.      MT  (+/- 180 meters Scaled)
 KU1314
 KU1314                          SUPERSEDED SURVEY CONTROL
 KU1314
 KU1314  NGVD 29 (??/??/92)    3.624  (m)           11.89   (f) ADJ UNCH    1 2
 KU1314
 KU1314.Superseded values are not recommended for survey control.
 KU1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1314.See file dsdata.txt to determine how the superseded data were derived.
 KU1314
 KU1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK032988(NAD 83)
 KU1314_MARKER: Z = SEE DESCRIPTION
 KU1314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU1314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KU1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1314
 KU1314  HISTORY     - Date     Condition        Report By
 KU1314  HISTORY     - UNK      MONUMENTED
 KU1314  HISTORY     - 1952     GOOD             NGS
 KU1314
 KU1314                          STATION DESCRIPTION
 KU1314
 KU1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1314'AT NEW YORK.
 KU1314'AT NEW YORK, IN BOROUGH OF QUEENS, AT NEW YORK INTERNATIONAL
 KU1314'AIRPORT (IDLEWILD), THE TOP OF A 2-INCH IRON PIPE DRIVEN IN THE
 KU1314'GROUND PROJECTING ABOUT 2 FEET AND ENCLOSED IN A 2-FOOT IRON
 KU1314'PIPE DRIVEN IN GROUND AND PROJECTING ABOUT 2 1/2 FEET ABOVE
 KU1314'GROUND, 750 FEET NORTHWEST OF NORTHWEST EDGE OF 8400 FOOT
 KU1314'NORTH-NORTHEAST - SOUTH-SOUTHWEST RUNWAY, ABOUT MIDWAY BETWEEN
 KU1314'GUIDE PATH UNIT HUTS AND TRANSMITTER BUILDING WHICH IS THE MORE
 KU1314'SOUTHWESTERLY OF TWO SIMILAR BUILDINGS AND 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0346 ***********************************************************************
 NA0346  DESIGNATION -  8 T 6
 NA0346  PID         -  NA0346
 NA0346  STATE/COUNTY-  NY/GREENE
 NA0346  USGS QUAD   -  PRATTSVILLE (1945)
 NA0346
 NA0346                         *CURRENT SURVEY CONTROL
 NA0346  ___________________________________________________________________
 NA0346* NAD 83(1986)-  42 18 40.     (N)    074 25 33.     (W)     SCALED    
 NA0346* NAVD 88     -       355.81   (+/-2cm)    1167.4    (feet)  VERTCON   
 NA0346  ___________________________________________________________________
 NA0346  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NA0346
 NA0346  VERT ORDER  -  THIRD (See Below)
 NA0346
 NA0346.The horizontal coordinates were scaled from a topographic map and have
 NA0346.an estimated accuracy of +/- 6 seconds.
 NA0346
 NA0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0346.The vertical order pertains to the NGVD 29 superseded value.
 NA0346
 NA0346.The geoid height was determined by GEOID03.
 NA0346
 NA0346;                    North         East    Units  Estimated Accuracy
 NA0346;SPC NY E     -   386,160.      156,110.      MT  (+/- 180 meters Scaled)
 NA0346
 NA0346                          SUPERSEDED SURVEY CONTROL
 NA0346
 NA0346  NGVD 29 (??/??/??)  356.00   (m)         1168.0    (f) RESET       3  
 NA0346
 NA0346.Superseded values are not recommended for survey control.
 NA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0346.See file dsdata.txt to determine how the superseded data were derived.
 NA0346
 NA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM473844(NAD 83)
 NA0346_MARKER: Z = SEE DESCRIPTION
 NA0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0346_SP_SET: CULVERT
 NA0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0346
 NA0346  HISTORY     - Date     Condition        Report By
 NA0346  HISTORY     - UNK      MONUMENTED       RBNF
 NA0346  HISTORY     - 1951     GOOD             NGS
 NA0346
 NA0346                          STATION DESCRIPTION
 NA0346
 NA0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NA0346'0.4 MI SE FROM PRATTSVILLE.
 NA0346'AT PRATTSVILLE, GREENE COUNTY, 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY
 NA0346'23 FROM THE PUBLIC SCHOOL, 200 YARDS NORTHWEST OF PRATTS ROCKS, AT A
 NA0346'CULVERT, AND ON THE EAST CORNER OF THE NORTHEAST HEAD WALL. A
 NA0346'CHISELED T, THE STEM OF WHICH IS FLANKED BY THE CHISELED FIGURES 8
 NA0346'AND 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2476 ***********************************************************************
 OF2476  DESIGNATION -  801 NYGS 1969
 OF2476  PID         -  OF2476
 OF2476  STATE/COUNTY-  NY/MONROE
 OF2476  USGS QUAD   -  CHURCHVILLE (1978)
 OF2476
 OF2476                         *CURRENT SURVEY CONTROL
 OF2476  ___________________________________________________________________
 OF2476* NAD 83(1996)-  43 05 13.06584(N)    077 55 39.76749(W)     ADJUSTED  
 OF2476* NAVD 88     -       188.23   (+/-2cm)     617.6    (feet)  VERTCON   
 OF2476  ___________________________________________________________________
 OF2476  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OF2476  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OF2476
 OF2476  HORZ ORDER  -  SECOND
 OF2476  VERT ORDER  -  THIRD ? (See Below)
 OF2476
 OF2476.The horizontal coordinates were established by classical geodetic methods
 OF2476.and adjusted by the National Geodetic Survey in January 1999..
 OF2476
 OF2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2476.The vertical order pertains to the NGVD 29 superseded value.
 OF2476
 OF2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2476
 OF2476.The geoid height was determined by GEOID03.
 OF2476
 OF2476;                    North         East     Units Scale Factor Converg.
 OF2476;SPC NY W     -   343,039.062   403,381.189   MT  0.99997254   +0 26 52.3
 OF2476;SPC NY W     - 1,125,453.99  1,323,426.45   sFT  0.99997254   +0 26 52.3
 OF2476;UTM  18      - 4,774,632.876   261,696.659   MT  1.00029866   -2 00 03.2
 OF2476;UTM  17      - 4,775,054.190   750,071.762   MT  1.00036937   +2 05 59.2
 OF2476
 OF2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2476!SPC NY W     -   0.99997598  x   0.99997254  =   0.99994852
 OF2476!UTM  18      -   0.99997598  x   1.00029866  =   1.00027463
 OF2476!UTM  17      -   0.99997598  x   1.00036937  =   1.00034534
 OF2476
 OF2476                          SUPERSEDED SURVEY CONTROL
 OF2476
 OF2476  NAD 83(1986)-  43 05 13.07241(N)    077 55 39.76562(W) AD(       ) 2
 OF2476  NAD 27      -  43 05 12.85292(N)    077 55 40.72462(W) AD(       ) 2
 OF2476  NGVD 29 (07/19/86)  188.41   (m)          618.1    (f) LEVELING    3  
 OF2476
 OF2476.Superseded values are not recommended for survey control.
 OF2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2476.See file dsdata.txt to determine how the superseded data were derived.
 OF2476
 OF2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6169774633(NAD 83)
 OF2476_MARKER: DD = SURVEY DISK
 OF2476_SETTING: 0 = UNSPECIFIED SETTING
 OF2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2476
 OF2476  HISTORY     - Date     Condition        Report By
 OF2476  HISTORY     - 1937     MONUMENTED       NYGS
 OF2476  HISTORY     - 1969     GOOD             CGS
 OF2476
 OF2476                          STATION DESCRIPTION
 OF2476
 OF2476'DESCRIBED BY NEW YORK GEODETIC SURVEY 1937 (LRH)
 OF2476'IN RIGA, 0.55 MILE WEST OF SHERIDAN ROAD, 33.2 FEET NORTH OF
 OF2476'CENTER LINE OF BUFFALO ROAD, EAST OF MONROE COUNTY LINE, 145.6
 OF2476'FEET NORTHWEST OF 40-INCH ELM, 18 FEET WEST OF 14-INCH ELM,
 OF2476'AND 17 FEET EAST OF 14-INCH ELM.  STATION IS A U.S.C. AND G.S. AND
 OF2476'STATE SURVEY STANDARD DISK IN CONCRETE AND 0.4 FOOT ABOVE GROUND.
 OF2476
 OF2476                          STATION RECOVERY (1969)
 OF2476
 OF2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2476'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF2476'
 OF2476'IN RIGA, ALONG BUFFALO ROAD
 OF2476'
 OF2476'102 FEET SOUTHWEST OF STATION BUFF 1969
 OF2476'
 OF2476'0.5 MILE SOUTHWEST OF THE BRIDGE OVER NY CENTRAL RR
 OF2476'
 OF2476'35.5 FEET NORTHWEST OF THE CENTER OF PAVEMENT
 OF2476'
 OF2476'4.0 FEET NORTHWEST OF WITNESS POST
 OF2476'
 OF2476'210.2 FEET EAST OF A HYDRANT
 OF2476'
 OF2476'68 FEET NORTHWEST OF POLE 107
 OF2476'
 OF2476'A U.S.C. AND G.S. AND S.S. STANDARD DISK IN CONCRETE STAMPED
 OF2476'801, 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0156 ***********************************************************************
 OE0156  DESIGNATION -  802
 OE0156  PID         -  OE0156
 OE0156  STATE/COUNTY-  NY/FULTON
 OE0156  USGS QUAD   -  NORTHVILLE (1970)
 OE0156
 OE0156                         *CURRENT SURVEY CONTROL
 OE0156  ___________________________________________________________________
 OE0156* NAD 83(1986)-  43 13 24.     (N)    074 10 15.     (W)     SCALED    
 OE0156* NAVD 88     -       244.425  (meters)     801.92   (feet)  ADJUSTED  
 OE0156  ___________________________________________________________________
 OE0156  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OE0156  DYNAMIC HT  -         244.365 (meters)     801.72  (feet)  COMP
 OE0156  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 OE0156
 OE0156  VERT ORDER  -  SECOND    CLASS 0
 OE0156
 OE0156.The horizontal coordinates were scaled from a topographic map and have
 OE0156.an estimated accuracy of +/- 6 seconds.
 OE0156
 OE0156.The orthometric height was determined by differential leveling
 OE0156.and adjusted by the National Geodetic Survey in June 1991..
 OE0156
 OE0156.The geoid height was determined by GEOID03.
 OE0156
 OE0156.The dynamic height is computed by dividing the NAVD 88
 OE0156.geopotential number by the normal gravity value computed on the
 OE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0156.degrees latitude (g = 980.6199 gals.).
 OE0156
 OE0156.The modeled gravity was interpolated from observed gravity values.
 OE0156
 OE0156;                    North         East    Units  Estimated Accuracy
 OE0156;SPC NY E     -   487,530.      176,740.      MT  (+/- 180 meters Scaled)
 OE0156
 OE0156                          SUPERSEDED SURVEY CONTROL
 OE0156
 OE0156  NGVD 29 (??/??/92)  244.548  (m)          802.32   (f) ADJ UNCH    2 0
 OE0156
 OE0156.Superseded values are not recommended for survey control.
 OE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0156.See file dsdata.txt to determine how the superseded data were derived.
 OE0156
 OE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN673859(NAD 83)
 OE0156_MARKER: DD = SURVEY DISK
 OE0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0156_SP_SET: BUILDING
 OE0156_STAMPING: 802 ALBANY
 OE0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0156+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 OE0156
 OE0156  HISTORY     - Date     Condition        Report By
 OE0156  HISTORY     - UNK      MONUMENTED       USGS
 OE0156  HISTORY     - 1935     GOOD             NGS
 OE0156  HISTORY     - 20041007 GOOD             USPSQD
 OE0156
 OE0156                          STATION DESCRIPTION
 OE0156
 OE0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0156'IN NORTHVILLE.
 OE0156'IS LOCATED IN THE SOUTH SIDE OF THE SOUTHEAST CORNER OF THE METHODIST
 OE0156'ESPISCOPAL CHURCH.  AT CORNER OF MAIN AND WASHINGTON STREETS. ALUMINUM
 OE0156'TABLET SET VERTICALLY.
 OE0156
 OE0156                          STATION RECOVERY (2004)
 OE0156
 OE0156'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2478 ***********************************************************************
 OF2478  DESIGNATION -  802 MCGS 1969
 OF2478  PID         -  OF2478
 OF2478  STATE/COUNTY-  NY/MONROE
 OF2478  USGS QUAD   -  CHURCHVILLE (1978)
 OF2478
 OF2478                         *CURRENT SURVEY CONTROL
 OF2478  ___________________________________________________________________
 OF2478* NAD 83(1996)-  43 05 45.90300(N)    077 55 24.53995(W)     ADJUSTED  
 OF2478* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 OF2478  ___________________________________________________________________
 OF2478  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OF2478  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OF2478
 OF2478  HORZ ORDER  -  SECOND
 OF2478
 OF2478.The horizontal coordinates were established by classical geodetic methods
 OF2478.and adjusted by the National Geodetic Survey in January 1999..
 OF2478
 OF2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2478
 OF2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2478
 OF2478.The geoid height was determined by GEOID03.
 OF2478
 OF2478;                    North         East     Units Scale Factor Converg.
 OF2478;SPC NY W     -   344,055.045   403,717.618   MT  0.99997298   +0 27 03.0
 OF2478;SPC NY W     - 1,128,787.26  1,324,530.22   sFT  0.99997298   +0 27 03.0
 OF2478;UTM  18      - 4,775,633.881   262,076.316   MT  1.00029643   -1 59 54.0
 OF2478;UTM  17      - 4,776,079.858   750,378.882   MT  1.00037126   +2 06 10.9
 OF2478
 OF2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2478!SPC NY W     -   0.99997699  x   0.99997298  =   0.99994997
 OF2478!UTM  18      -   0.99997699  x   1.00029643  =   1.00027341
 OF2478!UTM  17      -   0.99997699  x   1.00037126  =   1.00034824
 OF2478
 OF2478                          SUPERSEDED SURVEY CONTROL
 OF2478
 OF2478  NAD 83(1986)-  43 05 45.90958(N)    077 55 24.53815(W) AD(       ) 2
 OF2478  NAD 27      -  43 05 45.69019(N)    077 55 25.49724(W) AD(       ) 2
 OF2478  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 OF2478
 OF2478.Superseded values are not recommended for survey control.
 OF2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2478.See file dsdata.txt to determine how the superseded data were derived.
 OF2478
 OF2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6207675634(NAD 83)
 OF2478_MARKER: DD = SURVEY DISK
 OF2478_SETTING: 0 = UNSPECIFIED SETTING
 OF2478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2478
 OF2478  HISTORY     - Date     Condition        Report By
 OF2478  HISTORY     - 1969     MONUMENTED       NY-055
 OF2478
 OF2478                          STATION DESCRIPTION
 OF2478
 OF2478'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF2478'IN RIGA, ALONG PARRISH ROAD
 OF2478'
 OF2478'0.63 MILE NORTH NORTHEAST OF STATION BUFF 1969
 OF2478'
 OF2478'0.45 MILE WEST OF BUFFALO ROAD
 OF2478'
 OF2478'19.0 FEET SOUTH OF CENTER OF PARRISH ROAD
 OF2478'
 OF2478'23.4 FEET WEST OF TOWN OF RIGA SIGN
 OF2478'
 OF2478'110 FEET SOUTHEAST OF IRON POST WITH DIAGONAL BRACE ON IT
 OF2478'
 OF2478'81.5 FEET SOUTHEAST OF WOOD POLE
 OF2478'
 OF2478'STATION IS A MCGS STANDARD BRONZE DISK STAMPED 802 IN THE TOP
 OF2478'OF A CONCRETE POST COVERED 2 FOOT + OR - BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0437 ***********************************************************************
 NB0437  DESIGNATION -  81
 NB0437  PID         -  NB0437
 NB0437  STATE/COUNTY-  NY/CHEMUNG
 NB0437  USGS QUAD   -  HORSEHEADS (1978)
 NB0437
 NB0437                         *CURRENT SURVEY CONTROL
 NB0437  ___________________________________________________________________
 NB0437* NAD 83(1986)-  42 13 50.     (N)    076 50 27.     (W)     SCALED    
 NB0437* NAVD 88     -       267.061  (meters)     876.18   (feet)  ADJUSTED  
 NB0437  ___________________________________________________________________
 NB0437  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NB0437  DYNAMIC HT  -         266.966 (meters)     875.87  (feet)  COMP
 NB0437  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 NB0437
 NB0437  VERT ORDER  -  SECOND    CLASS 0
 NB0437
 NB0437.The horizontal coordinates were scaled from a topographic map and have
 NB0437.an estimated accuracy of +/- 6 seconds.
 NB0437
 NB0437.The orthometric height was determined by differential leveling
 NB0437.and adjusted by the National Geodetic Survey in June 1991..
 NB0437.WARNING-Repeat measurements at this control monument indicate possible
 NB0437.vertical movement.
 NB0437
 NB0437.The geoid height was determined by GEOID03.
 NB0437
 NB0437.The dynamic height is computed by dividing the NAVD 88
 NB0437.geopotential number by the normal gravity value computed on the
 NB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0437.degrees latitude (g = 980.6199 gals.).
 NB0437
 NB0437.The modeled gravity was interpolated from observed gravity values.
 NB0437
 NB0437;                    North         East    Units  Estimated Accuracy
 NB0437;SPC NY C     -   247,730.      228,740.      MT  (+/- 180 meters Scaled)
 NB0437
 NB0437                          SUPERSEDED SURVEY CONTROL
 NB0437
 NB0437  NGVD 29 (??/??/92)  267.235  (m)          876.75   (f) ADJ UNCH    2 0
 NB0437
 NB0437.Superseded values are not recommended for survey control.
 NB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0437.See file dsdata.txt to determine how the superseded data were derived.
 NB0437
 NB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM480770(NAD 83)
 NB0437_MARKER: B = BOLT
 NB0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0437_SP_SET: BRIDGE
 NB0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0437
 NB0437  HISTORY     - Date     Condition        Report By
 NB0437  HISTORY     - UNK      MONUMENTED       PRR
 NB0437  HISTORY     - 1935     GOOD             NGS
 NB0437  HISTORY     - 1936     POOR             NGS
 NB0437
 NB0437                          STATION DESCRIPTION
 NB0437
 NB0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0437'AT PINE VALLEY.
 NB0437'IS LOCATED 1,600 FT NORTH OF THE THE DEPOT. ON TOP STEP SOUTH
 NB0437'EAST WING BRIDGE NO. 5.84 OVER CATHERINE CREEK.
 NB0437
 NB0437                          STATION RECOVERY (1936)
 NB0437
 NB0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NB0437'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0201 ***********************************************************************
 LY0201  DESIGNATION -  81
 LY0201  PID         -  LY0201
 LY0201  STATE/COUNTY-  NY/ORANGE
 LY0201  USGS QUAD   -  MIDDLETOWN (1976)
 LY0201
 LY0201                         *CURRENT SURVEY CONTROL
 LY0201  ___________________________________________________________________
 LY0201* NAD 83(1986)-  41 29 36.     (N)    074 24 31.     (W)     SCALED    
 LY0201* NAVD 88     -       180.049  (meters)     590.71   (feet)  ADJUSTED  
 LY0201  ___________________________________________________________________
 LY0201  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY0201  DYNAMIC HT  -         179.976 (meters)     590.47  (feet)  COMP
 LY0201  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 LY0201
 LY0201  VERT ORDER  -  SECOND    CLASS 0
 LY0201
 LY0201.The horizontal coordinates were scaled from a topographic map and have
 LY0201.an estimated accuracy of +/- 6 seconds.
 LY0201
 LY0201.The orthometric height was determined by differential leveling
 LY0201.and adjusted by the National Geodetic Survey in June 1991..
 LY0201
 LY0201.The geoid height was determined by GEOID03.
 LY0201
 LY0201.The dynamic height is computed by dividing the NAVD 88
 LY0201.geopotential number by the normal gravity value computed on the
 LY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0201.degrees latitude (g = 980.6199 gals.).
 LY0201
 LY0201.The modeled gravity was interpolated from observed gravity values.
 LY0201
 LY0201;                    North         East    Units  Estimated Accuracy
 LY0201;SPC NY E     -   295,340.      157,630.      MT  (+/- 180 meters Scaled)
 LY0201
 LY0201                          SUPERSEDED SURVEY CONTROL
 LY0201
 LY0201  NGVD 29 (??/??/92)  180.25   (m)          591.4    (f) COMPUTED    2 0
 LY0201
 LY0201.Superseded values are not recommended for survey control.
 LY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0201.See file dsdata.txt to determine how the superseded data were derived.
 LY0201
 LY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL493936(NAD 83)
 LY0201_MARKER: Q = CHISELED SQUARE
 LY0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0201_SP_SET: CULVERT
 LY0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0201
 LY0201  HISTORY     - Date     Condition        Report By
 LY0201  HISTORY     - UNK      MONUMENTED       RBNF
 LY0201  HISTORY     - 1942     GOOD             NGS
 LY0201
 LY0201                          STATION DESCRIPTION
 LY0201
 LY0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0201'1.8 MI SW FROM CIRCLEVILLE.
 LY0201'THIS MARK IS AT THE JUNCTION OF THE MIDDLETOWN AND CRAWFORD
 LY0201'BRANCH OF THE ERIE RAILROAD AND THE MAIN LINE OF THE NEW YORK,
 LY0201'ONTARIO AND WESTERN RAILROAD ABOUT 1.8 MILES SOUTHWEST OF
 LY0201'CIRCLEVILLE, ORANGE COUNTY, JUST WEST OF A SIGNAL LIGHT, A
 LY0201'CHISELED SQUARE IN THE NORTHEAST CORNER OF THE EAST CONCRETE
 LY0201'HEADWALL OF A CONCRETE CULVERT, ABOUT MIDWAY BETWEEN THE OVER HEAD
 LY0201'BRIDGES THAT CARRY HIGHWAYS 302 AND 17 OVER THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0264 ***********************************************************************
 NA0264  DESIGNATION -  813
 NA0264  PID         -  NA0264
 NA0264  STATE/COUNTY-  NY/SCHOHARIE
 NA0264  USGS QUAD   -  GILBOA (1980)
 NA0264
 NA0264                         *CURRENT SURVEY CONTROL
 NA0264  ___________________________________________________________________
 NA0264* NAD 83(1986)-  42 28 08.     (N)    074 27 27.     (W)     SCALED    
 NA0264* NAVD 88     -       248.058  (meters)     813.84   (feet)  ADJUSTED  
 NA0264  ___________________________________________________________________
 NA0264  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 NA0264  DYNAMIC HT  -         247.979 (meters)     813.58  (feet)  COMP
 NA0264  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 NA0264
 NA0264  VERT ORDER  -  SECOND    CLASS II
 NA0264
 NA0264.The horizontal coordinates were scaled from a topographic map and have
 NA0264.an estimated accuracy of +/- 6 seconds.
 NA0264
 NA0264.The orthometric height was determined by differential leveling
 NA0264.and adjusted by the National Geodetic Survey in June 1991..
 NA0264
 NA0264.The geoid height was determined by GEOID03.
 NA0264
 NA0264.The dynamic height is computed by dividing the NAVD 88
 NA0264.geopotential number by the normal gravity value computed on the
 NA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0264.degrees latitude (g = 980.6199 gals.).
 NA0264
 NA0264.The modeled gravity was interpolated from observed gravity values.
 NA0264
 NA0264;                    North         East    Units  Estimated Accuracy
 NA0264;SPC NY E     -   403,680.      153,500.      MT  (+/- 180 meters Scaled)
 NA0264
 NA0264                          SUPERSEDED SURVEY CONTROL
 NA0264
 NA0264  NGVD 29 (??/??/92)  248.205  (m)          814.32   (f) ADJ UNCH    2 0
 NA0264
 NA0264.Superseded values are not recommended for survey control.
 NA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0264.See file dsdata.txt to determine how the superseded data were derived.
 NA0264
 NA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN445019(NAD 83)
 NA0264_MARKER: DD = SURVEY DISK
 NA0264_SETTING: 66 = SET IN ROCK OUTCROP
 NA0264_SP_SET: ROCK LEDGE
 NA0264_STAMPING: ALBANY 813
 NA0264_MARK LOGO: USGS  
 NA0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0264+STABILITY: POSITION/ELEVATION WELL
 NA0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0264+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 NA0264
 NA0264  HISTORY     - Date     Condition        Report By
 NA0264  HISTORY     - UNK      MONUMENTED       USGS
 NA0264  HISTORY     - 1934     GOOD             NGS
 NA0264  HISTORY     - 20020828 GOOD             NYSS
 NA0264  HISTORY     - 20041208 GOOD             NYSS
 NA0264
 NA0264                          STATION DESCRIPTION
 NA0264
 NA0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA0264'AT NORTH BLENHEIM.
 NA0264'ON STATE HIGHWAY 30
 NA0264'118 YARDS NORTH EAST OF NORTH EAST CORNER OF A CONCRETE HIGHWAY BRIDGE
 NA0264'OVER WESTKILL CREEK,
 NA0264'SET VERTICALLY ON THE FACE OF A ROCK LEDGE,
 NA0264'23.5 FEET NORTH OF NORTH EAST CORNER OF A LARGE RED GARAGE,
 NA0264'70 FEET NORTH WEST OF TELEPHONE POLE,
 NA0264'27.6 FEET NORTH OF CENTERLINE OF HIGHWAY,
 NA0264'3 FEET ABOVE SURFACE OF HIGHWAY.
 NA0264
 NA0264                          STATION RECOVERY (2002)
 NA0264
 NA0264'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 NA0264'RECOVERED IN GOOD CONDITION.
 NA0264
 NA0264                          STATION RECOVERY (2004)
 NA0264
 NA0264'RECOVERY NOTE BY NEW YORK STATE SURVEY 2004 (JHD)
 NA0264'RECOVERED SA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1448 ***********************************************************************
 KU1448  DESIGNATION -  814
 KU1448  PID         -  KU1448
 KU1448  STATE/COUNTY-  NY/NEW YORK
 KU1448  USGS QUAD   -  CENTRAL PARK (1979)
 KU1448
 KU1448                         *CURRENT SURVEY CONTROL
 KU1448  ___________________________________________________________________
 KU1448* NAD 83(1986)-  40 45 10.     (N)    073 58 53.     (W)     SCALED    
 KU1448* NAVD 88     -        24.558  (meters)      80.57   (feet)  ADJUSTED  
 KU1448  ___________________________________________________________________
 KU1448  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU1448  DYNAMIC HT  -          24.548 (meters)      80.54  (feet)  COMP
 KU1448  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 KU1448
 KU1448  VERT ORDER  -  FIRST     CLASS II
 KU1448
 KU1448.The horizontal coordinates were scaled from a topographic map and have
 KU1448.an estimated accuracy of +/- 6 seconds.
 KU1448
 KU1448.The orthometric height was determined by differential leveling
 KU1448.and adjusted by the National Geodetic Survey in June 1991..
 KU1448
 KU1448.The geoid height was determined by GEOID03.
 KU1448
 KU1448.The dynamic height is computed by dividing the NAVD 88
 KU1448.geopotential number by the normal gravity value computed on the
 KU1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1448.degrees latitude (g = 980.6199 gals.).
 KU1448
 KU1448.The modeled gravity was interpolated from observed gravity values.
 KU1448
 KU1448;                    North         East    Units  Estimated Accuracy
 KU1448;SPC NY E     -   213,230.      193,790.      MT  (+/- 180 meters Scaled)
 KU1448
 KU1448                          SUPERSEDED SURVEY CONTROL
 KU1448
 KU1448  NGVD 29 (??/??/92)   24.889  (m)           81.66   (f) ADJ UNCH    1 2
 KU1448
 KU1448.Superseded values are not recommended for survey control.
 KU1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1448.See file dsdata.txt to determine how the superseded data were derived.
 KU1448
 KU1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859118(NAD 83)
 KU1448_MARKER: Z = SEE DESCRIPTION
 KU1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1448_SP_SET: LION BASE
 KU1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1448+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 KU1448
 KU1448  HISTORY     - Date     Condition        Report By
 KU1448  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1448  HISTORY     - 1952     GOOD             NGS
 KU1448  HISTORY     - 20020812 GOOD             USPSQD
 KU1448  HISTORY     - 20060813 GOOD             USPSQD
 KU1448
 KU1448                          STATION DESCRIPTION
 KU1448
 KU1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1448'AT NEW YORK.
 KU1448'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF 5TH
 KU1448'AVENUE AND EAST 41ST STREET, ATHE SOUTHEAST ENTRANCE TO NEW
 KU1448'YORK PUBLIC LIBRARY, 37 FEET NORTHWEST OF NORTHWEST CURB OF 5TH
 KU1448'AVENUE, 36 FEET NORTHEAST OF EXTENDED NORTHEAST CURB OF EAST
 KU1448'41ST STREET, THE HORIZONTAL BAR OF A CHISELED T IN VERTICAL
 KU1448'NORTHEAST FACE OF GRANITE BASE OF THE NORTHEAST ONE OF TWO
 KU1448'STATUES OF LIONS FLANKING ENTRANCE, 0.3 FOOT NORTHWEST OF EAST
 KU1448'CORNER OF BASE AND 2.4 FEET ABOVE CONCRETE APRON IN FRONT OF
 KU1448'BUILDING.
 KU1448
 KU1448                          STATION RECOVERY (2002)
 KU1448
 KU1448'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KU1448'RECOVERED IN GOOD CONDITION.
 KU1448
 KU1448                          STATION RECOVERY (2006)
 KU1448
 KU1448'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 KU1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0687 ***********************************************************************
 MZ0687  DESIGNATION -  8.158
 MZ0687  PID         -  MZ0687
 MZ0687  STATE/COUNTY-  NY/RENSSELAER
 MZ0687  USGS QUAD   -  RAVENA (1980)
 MZ0687
 MZ0687                         *CURRENT SURVEY CONTROL
 MZ0687  ___________________________________________________________________
 MZ0687* NAD 83(1986)-  42 29 03.     (N)    073 46 12.     (W)     SCALED    
 MZ0687* NAVD 88     -         3.149  (meters)      10.33   (feet)  ADJUSTED  
 MZ0687  ___________________________________________________________________
 MZ0687  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ0687  DYNAMIC HT  -           3.148 (meters)      10.33  (feet)  COMP
 MZ0687  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 MZ0687
 MZ0687  VERT ORDER  -  FIRST     CLASS II
 MZ0687
 MZ0687.The horizontal coordinates were scaled from a topographic map and have
 MZ0687.an estimated accuracy of +/- 6 seconds.
 MZ0687
 MZ0687.The orthometric height was determined by differential leveling
 MZ0687.and adjusted by the National Geodetic Survey in June 1991..
 MZ0687
 MZ0687.The geoid height was determined by GEOID03.
 MZ0687
 MZ0687.The dynamic height is computed by dividing the NAVD 88
 MZ0687.geopotential number by the normal gravity value computed on the
 MZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0687.degrees latitude (g = 980.6199 gals.).
 MZ0687
 MZ0687.The modeled gravity was interpolated from observed gravity values.
 MZ0687
 MZ0687;                    North         East    Units  Estimated Accuracy
 MZ0687;SPC NY E     -   405,630.      210,020.      MT  (+/- 180 meters Scaled)
 MZ0687
 MZ0687                          SUPERSEDED SURVEY CONTROL
 MZ0687
 MZ0687  NGVD 29 (??/??/92)    3.381  (m)           11.09   (f) ADJ UNCH    1 2
 MZ0687
 MZ0687.Superseded values are not recommended for survey control.
 MZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0687.See file dsdata.txt to determine how the superseded data were derived.
 MZ0687
 MZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN010042(NAD 83)
 MZ0687_MARKER: Q = CHISELED SQUARE
 MZ0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0687_SP_SET: MILEPOST
 MZ0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0687
 MZ0687  HISTORY     - Date     Condition        Report By
 MZ0687  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0687  HISTORY     - 1955     GOOD             NGS
 MZ0687
 MZ0687                          STATION DESCRIPTION
 MZ0687
 MZ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0687'0.65 MI N FROM SCHODACK LANDING.
 MZ0687'ABOUT 0.65 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0687'STATION AT SCHODACK LANDING, A 1-INCH OUTLINED SQUARE ON THE TOP OF
 MZ0687'WEST SIDE OF BASE OF MILE POST NY 131, 7 3/4 FEET EAST OF EAST RAIL OF
 MZ0687'EAST TRACK AND ABOUT 3 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0079 ***********************************************************************
 NC0079  DESIGNATION -  81.67
 NC0079  PID         -  NC0079
 NC0079  STATE/COUNTY-  NY/CATTARAUGUS
 NC0079  USGS QUAD   -  DELEVAN (1979)
 NC0079
 NC0079                         *CURRENT SURVEY CONTROL
 NC0079  ___________________________________________________________________
 NC0079* NAD 83(1986)-  42 25 30.     (N)    078 27 22.     (W)     SCALED    
 NC0079* NAVD 88     -       508.35   (+/-2cm)    1667.8    (feet)  VERTCON   
 NC0079  ___________________________________________________________________
 NC0079  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NC0079
 NC0079  VERT ORDER  -  THIRD (See Below)
 NC0079
 NC0079.The horizontal coordinates were scaled from a topographic map and have
 NC0079.an estimated accuracy of +/- 6 seconds.
 NC0079
 NC0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0079.The vertical order pertains to the NGVD 29 superseded value.
 NC0079
 NC0079.The geoid height was determined by GEOID03.
 NC0079
 NC0079;                    North         East    Units  Estimated Accuracy
 NC0079;SPC NY W     -   269,310.      360,470.      MT  (+/- 180 meters Scaled)
 NC0079
 NC0079                          SUPERSEDED SURVEY CONTROL
 NC0079
 NC0079  NGVD 29 (??/??/??)  508.50   (m)         1668.3    (f) RESET       3  
 NC0079
 NC0079.Superseded values are not recommended for survey control.
 NC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0079.See file dsdata.txt to determine how the superseded data were derived.
 NC0079
 NC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH092001(NAD 83)
 NC0079_MARKER: Z = SEE DESCRIPTION
 NC0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0079_SP_SET: BRIDGE
 NC0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0079
 NC0079  HISTORY     - Date     Condition        Report By
 NC0079  HISTORY     - UNK      MONUMENTED       BORR
 NC0079  HISTORY     - 1929     GOOD             NGS
 NC0079
 NC0079                          STATION DESCRIPTION
 NC0079
 NC0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0079'1.9 MI NE FROM MACHIAS JUNCTION.
 NC0079'ON BRIDGE 81.67, ON BRIDGE SEAT OF NORTH ABUTMENT, ON LEFT SIDE OF
 NC0079'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0281 ***********************************************************************
 NB0281  DESIGNATION -  818 USGS
 NB0281  PID         -  NB0281
 NB0281  STATE/COUNTY-  NY/TIOGA
 NB0281  USGS QUAD   -  OWEGO (1969)
 NB0281
 NB0281                         *CURRENT SURVEY CONTROL
 NB0281  ___________________________________________________________________
 NB0281* NAD 83(1986)-  42 06 09.     (N)    076 15 45.     (W)     SCALED    
 NB0281* NAVD 88     -       249.368  (meters)     818.13   (feet)  ADJUSTED  
 NB0281  ___________________________________________________________________
 NB0281  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NB0281  DYNAMIC HT  -         249.272 (meters)     817.82  (feet)  COMP
 NB0281  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 NB0281
 NB0281  VERT ORDER  -  FIRST     CLASS II
 NB0281
 NB0281.The horizontal coordinates were scaled from a topographic map and have
 NB0281.an estimated accuracy of +/- 6 seconds.
 NB0281
 NB0281.The orthometric height was determined by differential leveling
 NB0281.and adjusted by the National Geodetic Survey in June 1991..
 NB0281
 NB0281.The geoid height was determined by GEOID03.
 NB0281
 NB0281.The dynamic height is computed by dividing the NAVD 88
 NB0281.geopotential number by the normal gravity value computed on the
 NB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0281.degrees latitude (g = 980.6199 gals.).
 NB0281
 NB0281.The modeled gravity was interpolated from observed gravity values.
 NB0281
 NB0281;                    North         East    Units  Estimated Accuracy
 NB0281;SPC NY C     -   233,530.      276,540.      MT  (+/- 180 meters Scaled)
 NB0281
 NB0281                          SUPERSEDED SURVEY CONTROL
 NB0281
 NB0281  NGVD 29 (??/??/92)  249.533  (m)          818.68   (f) ADJ UNCH    1 2
 NB0281
 NB0281.Superseded values are not recommended for survey control.
 NB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0281.See file dsdata.txt to determine how the superseded data were derived.
 NB0281
 NB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM956619(NAD 83)
 NB0281_MARKER: DD = SURVEY DISK
 NB0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0281_SP_SET: BUILDING
 NB0281_STAMPING: 818 ALBANY 1898
 NB0281_MARK LOGO: USGS  
 NB0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0281
 NB0281  HISTORY     - Date     Condition        Report By
 NB0281  HISTORY     - 1898     MONUMENTED       USGS
 NB0281  HISTORY     - 1944     GOOD             NGS
 NB0281  HISTORY     - 1982     GOOD             NGS
 NB0281  HISTORY     - 19941109 GOOD             USPSQD
 NB0281
 NB0281                          STATION DESCRIPTION
 NB0281
 NB0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NB0281'AT OWEGO.
 NB0281'AT OWEGO, TIOGA COUNTY, AT THE COUNTY COURTHOUSE, IN THE NORTHWEST
 NB0281'FACE OF THE WEST CORNER OF THE BUILDING, 26.2 FEET NORTHEAST OF THE
 NB0281'NORTHEAST CURB OF PARK STREET, 23.6 FEET SOUTHWEST OF THE SOUTHWEST
 NB0281'EDGE OF THE FRONT STEPS, AND 1.8 FEET ABOVE THE GROUND. A UNITED
 NB0281'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 818 ALBANY 1898 AND
 NB0281'SET VERTICALLY.
 NB0281
 NB0281                          STATION RECOVERY (1982)
 NB0281
 NB0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0281'RECOVERED IN GOOD CONDITION.
 NB0281
 NB0281                          STATION RECOVERY (1994)
 NB0281
 NB0281'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0435 ***********************************************************************
 NB0435  DESIGNATION -  82
 NB0435  PID         -  NB0435
 NB0435  STATE/COUNTY-  NY/CHEMUNG
 NB0435  USGS QUAD   -  HORSEHEADS (1978)
 NB0435
 NB0435                         *CURRENT SURVEY CONTROL
 NB0435  ___________________________________________________________________
 NB0435* NAD 83(1986)-  42 14 55.     (N)    076 50 17.     (W)     SCALED    
 NB0435* NAVD 88     -       247.005  (meters)     810.38   (feet)  ADJUSTED  
 NB0435  ___________________________________________________________________
 NB0435  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB0435  DYNAMIC HT  -         246.918 (meters)     810.10  (feet)  COMP
 NB0435  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 NB0435
 NB0435  VERT ORDER  -  SECOND    CLASS 0
 NB0435
 NB0435.The horizontal coordinates were scaled from a topographic map and have
 NB0435.an estimated accuracy of +/- 6 seconds.
 NB0435
 NB0435.The orthometric height was determined by differential leveling
 NB0435.and adjusted by the National Geodetic Survey in June 1991..
 NB0435
 NB0435.The geoid height was determined by GEOID03.
 NB0435
 NB0435.The dynamic height is computed by dividing the NAVD 88
 NB0435.geopotential number by the normal gravity value computed on the
 NB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0435.degrees latitude (g = 980.6199 gals.).
 NB0435
 NB0435.The modeled gravity was interpolated from observed gravity values.
 NB0435
 NB0435;                    North         East    Units  Estimated Accuracy
 NB0435;SPC NY C     -   249,740.      228,980.      MT  (+/- 180 meters Scaled)
 NB0435
 NB0435                          SUPERSEDED SURVEY CONTROL
 NB0435
 NB0435  NGVD 29 (??/??/92)  247.180  (m)          810.96   (f) ADJ UNCH    2 0
 NB0435
 NB0435.Superseded values are not recommended for survey control.
 NB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0435.See file dsdata.txt to determine how the superseded data were derived.
 NB0435
 NB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM483790(NAD 83)
 NB0435_MARKER: B = BOLT
 NB0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0435_SP_SET: BRIDGE ABUTMENT
 NB0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0435
 NB0435  HISTORY     - Date     Condition        Report By
 NB0435  HISTORY     - UNK      MONUMENTED       PRR
 NB0435  HISTORY     - 1935     GOOD             NGS
 NB0435  HISTORY     - 1936     GOOD             NGS
 NB0435  HISTORY     - 1986     POOR             USPSQD
 NB0435  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0435
 NB0435                          STATION DESCRIPTION
 NB0435
 NB0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0435'1.2 MI S FROM MILLPORT.
 NB0435'IS LOCATED 1.2 MILES SOUTH OF THE DEPOT AT MILLPORT. ON WEST END
 NB0435'OF BACK WALL NORTH ABUTMENT OF BRIDGE NO. 7.09 OVER PUBLIC ROAD.
 NB0435
 NB0435                          STATION RECOVERY (1936)
 NB0435
 NB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NB0435'RECOVERED IN GOOD CONDITION.
 NB0435
 NB0435                          STATION RECOVERY (1986)
 NB0435
 NB0435'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0435'MARK RECOVERED IN POOR CONDITION.
 NB0435
 NB0435                          STATION RECOVERY (1988)
 NB0435
 NB0435'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0792 ***********************************************************************
 PH0792  DESIGNATION -  82 A
 PH0792  PID         -  PH0792
 PH0792  STATE/COUNTY-  NY/ST LAWRENCE
 PH0792  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH0792
 PH0792                         *CURRENT SURVEY CONTROL
 PH0792  ___________________________________________________________________
 PH0792* NAD 83(1986)-  44 47 32.     (N)    075 21 19.     (W)     SCALED    
 PH0792* NAVD 88     -        74.97   (+/-2cm)     246.0    (feet)  VERTCON   
 PH0792  ___________________________________________________________________
 PH0792  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 PH0792
 PH0792  VERT ORDER  -  ? (See Below)
 PH0792
 PH0792.The horizontal coordinates were scaled from a topographic map and have
 PH0792.an estimated accuracy of +/- 6 seconds.
 PH0792
 PH0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0792.The vertical order pertains to the NGVD 29 superseded value.
 PH0792
 PH0792.The geoid height was determined by GEOID03.
 PH0792
 PH0792;                    North         East    Units  Estimated Accuracy
 PH0792;SPC NY E     -   662,140.       82,330.      MT  (+/- 180 meters Scaled)
 PH0792
 PH0792                          SUPERSEDED SURVEY CONTROL
 PH0792
 PH0792  NGVD 29 (??/??/92)   75.102  (m)          246.40   (f) ADJ UNCH    ?  
 PH0792
 PH0792.Superseded values are not recommended for survey control.
 PH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0792.See file dsdata.txt to determine how the superseded data were derived.
 PH0792
 PH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ718599(NAD 83)
 PH0792_MARKER: Z = SEE DESCRIPTION
 PH0792_SETTING: 80 = SET IN A BOULDER
 PH0792_SP_SET: BOULDER
 PH0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0792+STABILITY: SURFACE MOTION
 PH0792
 PH0792  HISTORY     - Date     Condition        Report By
 PH0792  HISTORY     - UNK      MONUMENTED       USLS
 PH0792  HISTORY     - 1934     GOOD             NGS
 PH0792  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0792
 PH0792                          STATION DESCRIPTION
 PH0792
 PH0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0792'2.6 MI NE FROM RED MILLS.
 PH0792'ABOUT 2.6 MILES NORTHEAST OF RED MILLS, ST. LAWRENCE COUNTY, ABOUT 1/4
 PH0792'MILE NORTH OF BENCH MARK SL 13, DESCRIBED ABOVE, ABOUT 1/4 MILE WEST
 PH0792'OF RIVER ROAD, ABOUT 2,000 FEET DOWNSTREAM FROM THE FOOT OF LOTUS
 PH0792'ISLAND, ON THE NORTH PART OF A POINT, ABOUT 150 FEET SOUTHEAST OF THE
 PH0792'WATERS EDGE, 56 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 PH0792'TARPAPER-COVERED COTTAGE, 85 FEET SOUTHEAST OF A 32-INCH ELM TREE, AND
 PH0792'CUT ON THE TOP OF A 3-1/2- BY 6-FOOT BOULDER ABOUT 2-1/2 FEET HIGH.
 PH0792'THE HIGHEST POINT OF A KNOB JUST SOUTH OF THE CHISELED INSCRIPTION 82
 PH0792'A.
 PH0792
 PH0792                          STATION RECOVERY (1989)
 PH0792
 PH0792'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0615 ***********************************************************************
 OF0615  DESIGNATION -  82 WSM
 OF0615  PID         -  OF0615
 OF0615  STATE/COUNTY-  NY/WAYNE
 OF0615  USGS QUAD   -  SODUS POINT (1976)
 OF0615
 OF0615                         *CURRENT SURVEY CONTROL
 OF0615  ___________________________________________________________________
 OF0615* NAD 83(1986)-  43 15 14.     (N)    076 55 47.     (W)     SCALED    
 OF0615* NAVD 88     -        99.785  (meters)     327.38   (feet)  ADJUSTED  
 OF0615  ___________________________________________________________________
 OF0615  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OF0615  DYNAMIC HT  -          99.764 (meters)     327.31  (feet)  COMP
 OF0615  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 OF0615
 OF0615  VERT ORDER  -  FIRST     CLASS II
 OF0615
 OF0615.The horizontal coordinates were scaled from a topographic map and have
 OF0615.an estimated accuracy of +/- 6 seconds.
 OF0615
 OF0615.The orthometric height was determined by differential leveling
 OF0615.and adjusted by the National Geodetic Survey in June 1991..
 OF0615
 OF0615.The geoid height was determined by GEOID03.
 OF0615
 OF0615.The dynamic height is computed by dividing the NAVD 88
 OF0615.geopotential number by the normal gravity value computed on the
 OF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0615.degrees latitude (g = 980.6199 gals.).
 OF0615
 OF0615.The modeled gravity was interpolated from observed gravity values.
 OF0615
 OF0615;                    North         East    Units  Estimated Accuracy
 OF0615;SPC NY C     -   361,430.      221,870.      MT  (+/- 180 meters Scaled)
 OF0615
 OF0615                          SUPERSEDED SURVEY CONTROL
 OF0615
 OF0615  NGVD 29 (??/??/92)  100.00   (m)          328.1    (f) COMPUTED    1 2
 OF0615
 OF0615.Superseded values are not recommended for survey control.
 OF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0615.See file dsdata.txt to determine how the superseded data were derived.
 OF0615
 OF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN433908(NAD 83)
 OF0615_MARKER: DD = SURVEY DISK
 OF0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0615_SP_SET: CULVERT
 OF0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0615
 OF0615  HISTORY     - Date     Condition        Report By
 OF0615  HISTORY     - UNK      MONUMENTED       USGS
 OF0615  HISTORY     - 1968     GOOD             NGS
 OF0615  HISTORY     - 19870401 POOR             USPSQD
 OF0615  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 OF0615
 OF0615                          STATION DESCRIPTION
 OF0615
 OF0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0615'6.1 MI NW FROM WOLCOTT.
 OF0615'82 WSM A BENCHMARK ESTABLISHED BY THE U. S. GEOLOGICAL SURVEY, IS
 OF0615'IN WAYNE COUNTY, NEW YORK, ABOUT 6.1 MILES NORTHWEST ALONG
 OF0615'LUMMISVILLE ROAD FROM THE Y-INTERSECTION OF RIDGE ROAD (HWY. 104)
 OF0615'AND LUMMISVILLE ROAD ON WEST SIDE OF WOLCOTT, TO LAKE BLUFF ROAD,
 OF0615'THEN ABOUT 1.4 MILES NORTH AND WEST ALONG LAKE BLUFF ROAD, 66.3
 OF0615'FEET SOUTHEAST OF SOUTHEAST CORNER OF DWELLING OCCUPIED BY J. W.
 OF0615'TROUP, 39 FEET EAST OF CENTERLINE OF SLOOP LANDING ROAD, 17 FEET
 OF0615'NORTH OF CENTERLINE OF LAKE BLUFF ROAD, 3.9 FEET WEST OF EAST FACE
 OF0615'AND 1.0 FOOT NORTH OF SOUTH FACE OF CONCRETE CULVERT, ABOUT FLUSH
 OF0615'WITH THE ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OF0615'BRONZE DISC SET INTO TOP OF THE CONCRETE.
 OF0615
 OF0615                          STATION RECOVERY (1987)
 OF0615
 OF0615'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 OF0615'MARK RECOVERED IN POOR CONDITION.
 OF0615
 OF0615                          STATION RECOVERY (1999)
 OF0615
 OF0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0268 ***********************************************************************
 OE0268  DESIGNATION -  820
 OE0268  PID         -  OE0268
 OE0268  STATE/COUNTY-  NY/FULTON
 OE0268  USGS QUAD   -  BROADALBIN (1970)
 OE0268
 OE0268                         *CURRENT SURVEY CONTROL
 OE0268  ___________________________________________________________________
 OE0268* NAD 83(1986)-  43 03 29.     (N)    074 11 52.     (W)     SCALED    
 OE0268* NAVD 88     -       250.030  (meters)     820.31   (feet)  ADJUSTED  
 OE0268  ___________________________________________________________________
 OE0268  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 OE0268  DYNAMIC HT  -         249.964 (meters)     820.09  (feet)  COMP
 OE0268  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 OE0268
 OE0268  VERT ORDER  -  SECOND    CLASS 0
 OE0268
 OE0268.The horizontal coordinates were scaled from a topographic map and have
 OE0268.an estimated accuracy of +/- 6 seconds.
 OE0268
 OE0268.The orthometric height was determined by differential leveling
 OE0268.and adjusted by the National Geodetic Survey in June 1991..
 OE0268
 OE0268.The geoid height was determined by GEOID03.
 OE0268
 OE0268.The dynamic height is computed by dividing the NAVD 88
 OE0268.geopotential number by the normal gravity value computed on the
 OE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0268.degrees latitude (g = 980.6199 gals.).
 OE0268
 OE0268.The modeled gravity was interpolated from observed gravity values.
 OE0268
 OE0268;                    North         East    Units  Estimated Accuracy
 OE0268;SPC NY E     -   469,170.      174,620.      MT  (+/- 180 meters Scaled)
 OE0268
 OE0268                          SUPERSEDED SURVEY CONTROL
 OE0268
 OE0268  NGVD 29 (??/??/92)  250.169  (m)          820.76   (f) ADJ UNCH    2 0
 OE0268
 OE0268.Superseded values are not recommended for survey control.
 OE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0268.See file dsdata.txt to determine how the superseded data were derived.
 OE0268
 OE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN653675(NAD 83)
 OE0268_MARKER: DB = BENCH MARK DISK
 OE0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0268_SP_SET: WALL
 OE0268_STAMPING: 820 ALBANY
 OE0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0268+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 OE0268
 OE0268  HISTORY     - Date     Condition        Report By
 OE0268  HISTORY     - UNK      MONUMENTED       USGS
 OE0268  HISTORY     - 1955     GOOD             NGS
 OE0268  HISTORY     - 1977     GOOD             NYDT
 OE0268  HISTORY     - 1988     GOOD             USPSQD
 OE0268  HISTORY     - 20040927 GOOD             USPSQD
 OE0268
 OE0268                          STATION DESCRIPTION
 OE0268
 OE0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0268'IN BROADALBIN.
 OE0268'AT BROADALBIN, ABOUT 0.1 MILE WEST OF THE POST OFFICE, SET VERTICALLY
 OE0268'IN THE EAST WALL OF THE BROADALBIN BAPTIST CHURCH, 122 FEET WEST OF
 OE0268'THE CENTER LINE OF FIRST AVENUE, 64 FEET NORTH OF THE CENTER LINE OF
 OE0268'WEST MAIN STREET, 1 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING
 OE0268'AND ABOUT 2-3/4 FEET ABOVE THE GROUND.
 OE0268
 OE0268                          STATION RECOVERY (1977)
 OE0268
 OE0268'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0268'RECOVERED IN GOOD CONDITION.
 OE0268
 OE0268                          STATION RECOVERY (1988)
 OE0268
 OE0268'RECOVERY NOTE BY US POWER SQUADRON 1988 (WJJ)
 OE0268'RECOVERED IN GOOD CONDITION.
 OE0268
 OE0268                          STATION RECOVERY (2004)
 OE0268
 OE0268'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1450 ***********************************************************************
 KU1450  DESIGNATION -  825
 KU1450  PID         -  KU1450
 KU1450  STATE/COUNTY-  NY/NEW YORK
 KU1450  USGS QUAD   -  CENTRAL PARK (1979)
 KU1450
 KU1450                         *CURRENT SURVEY CONTROL
 KU1450  ___________________________________________________________________
 KU1450* NAD 83(1986)-  40 45 31.     (N)    073 58 36.     (W)     SCALED    
 KU1450* NAVD 88     -        24.328  (meters)      79.82   (feet)  ADJUSTED  
 KU1450  ___________________________________________________________________
 KU1450  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU1450  DYNAMIC HT  -          24.319 (meters)      79.79  (feet)  COMP
 KU1450  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 KU1450
 KU1450  VERT ORDER  -  FIRST     CLASS II
 KU1450
 KU1450.The horizontal coordinates were scaled from a topographic map and have
 KU1450.an estimated accuracy of +/- 6 seconds.
 KU1450
 KU1450.The orthometric height was determined by differential leveling
 KU1450.and adjusted by the National Geodetic Survey in June 1991..
 KU1450
 KU1450.The geoid height was determined by GEOID03.
 KU1450
 KU1450.The dynamic height is computed by dividing the NAVD 88
 KU1450.geopotential number by the normal gravity value computed on the
 KU1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1450.degrees latitude (g = 980.6199 gals.).
 KU1450
 KU1450.The modeled gravity was interpolated from observed gravity values.
 KU1450
 KU1450;                    North         East    Units  Estimated Accuracy
 KU1450;SPC NY E     -   213,880.      194,190.      MT  (+/- 180 meters Scaled)
 KU1450
 KU1450                          SUPERSEDED SURVEY CONTROL
 KU1450
 KU1450  NGVD 29 (??/??/92)   24.660  (m)           80.91   (f) ADJ UNCH    1 2
 KU1450
 KU1450.Superseded values are not recommended for survey control.
 KU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1450.See file dsdata.txt to determine how the superseded data were derived.
 KU1450
 KU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL863124(NAD 83)
 KU1450_MARKER: Z = SEE DESCRIPTION
 KU1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1450_SP_SET: PILLAR
 KU1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1450+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 KU1450
 KU1450  HISTORY     - Date     Condition        Report By
 KU1450  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1450  HISTORY     - 1952     GOOD             NGS
 KU1450  HISTORY     - 20020811 GOOD             USPSQD
 KU1450  HISTORY     - 20060813 GOOD             USPSQD
 KU1450
 KU1450                          STATION DESCRIPTION
 KU1450
 KU1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1450'AT NEW YORK.
 KU1450'AT NEW YORK, IN BOROUGH OF MANHATTAN, ON SOUTHEAST SIDE OF 5TH
 KU1450'AVENUE BETWEEN EAST 50TH AND EAST 51ST STREETS, THE HORIZONTAL
 KU1450'BAR OF A CHISELED T IN THE VERTICAL SOUTHWEST FACE OF FIRST PILLAR
 KU1450'SOUTHWEST OF MAIN ENTRANCE TO ST. PARTICKS CATHEDRAL, ABOUT 18
 KU1450'FEET SOUTHWEST OF CENTER OF MAIN ENTRANCE TO CATHEDRAL, 2.2
 KU1450'FEET SOUTHEAST OF WEST CORNER OF PILLAR AND 2.2 FEET ABOVE LEVEL
 KU1450'OF WIDE STEP.
 KU1450
 KU1450                          STATION RECOVERY (2002)
 KU1450
 KU1450'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KU1450'RECOVERED IN GOOD CONDITION.
 KU1450
 KU1450                          STATION RECOVERY (2006)
 KU1450
 KU1450'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 KU1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0847 ***********************************************************************
 NA0847  DESIGNATION -  826
 NA0847  PID         -  NA0847
 NA0847  STATE/COUNTY-  NY/MONTGOMERY
 NA0847  USGS QUAD   -  SPROUT BROOK (1943)
 NA0847
 NA0847                         *CURRENT SURVEY CONTROL
 NA0847  ___________________________________________________________________
 NA0847* NAD 83(1986)-  42 51 55.     (N)    074 41 36.     (W)     SCALED    
 NA0847* NAVD 88     -       251.544  (meters)     825.27   (feet)  ADJUSTED  
 NA0847  ___________________________________________________________________
 NA0847  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 NA0847  DYNAMIC HT  -         251.471 (meters)     825.03  (feet)  COMP
 NA0847  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 NA0847
 NA0847  VERT ORDER  -  SECOND    CLASS 0
 NA0847
 NA0847.The horizontal coordinates were scaled from a topographic map and have
 NA0847.an estimated accuracy of +/- 6 seconds.
 NA0847
 NA0847.The orthometric height was determined by differential leveling
 NA0847.and adjusted by the National Geodetic Survey in June 1991..
 NA0847
 NA0847.The geoid height was determined by GEOID03.
 NA0847
 NA0847.The dynamic height is computed by dividing the NAVD 88
 NA0847.geopotential number by the normal gravity value computed on the
 NA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0847.degrees latitude (g = 980.6199 gals.).
 NA0847
 NA0847.The modeled gravity was interpolated from observed gravity values.
 NA0847
 NA0847;                    North         East    Units  Estimated Accuracy
 NA0847;SPC NY E     -   447,730.      134,200.      MT  (+/- 180 meters Scaled)
 NA0847
 NA0847                          SUPERSEDED SURVEY CONTROL
 NA0847
 NA0847  NGVD 29 (??/??/92)  251.685  (m)          825.74   (f) ADJ UNCH    2 0
 NA0847
 NA0847.Superseded values are not recommended for survey control.
 NA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0847.See file dsdata.txt to determine how the superseded data were derived.
 NA0847
 NA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN250459(NAD 83)
 NA0847_MARKER: DD = SURVEY DISK
 NA0847_SETTING: 80 = SET IN A BOULDER
 NA0847_SP_SET: BOULDER
 NA0847_STAMPING: 826
 NA0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0847+STABILITY: SURFACE MOTION
 NA0847
 NA0847  HISTORY     - Date     Condition        Report By
 NA0847  HISTORY     - UNK      MONUMENTED       USGS
 NA0847  HISTORY     - 1942     GOOD             NGS
 NA0847
 NA0847                          STATION DESCRIPTION
 NA0847
 NA0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0847'1.1 MI NW FROM SPROUT BROOK.
 NA0847'ABOUT 1.1 MILES NORTHWEST ALONG HIGHWAY NO. 163 FROM THE ROAD
 NA0847'JUNCTION AT SPROUT BROOK, 79 FEET NORTH OF THE NORTHWEST CORNER OF A
 NA0847'FRAME FARM HOUSE, 25 FEET WEST OF NYP POLE NO. 50, 15 FEET EAST OF
 NA0847'THE CENTER LINE OF THE ROAD, A U.S. GEOLOGICAL DISK SET VERTICALLY IN
 NA0847'A LARGE BOULDER, ABOUT 1.5 FEET ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1442 ***********************************************************************
 KU1442  DESIGNATION -  826
 KU1442  PID         -  KU1442
 KU1442  STATE/COUNTY-  NY/NEW YORK
 KU1442  USGS QUAD   -  CENTRAL PARK (1979)
 KU1442
 KU1442                         *CURRENT SURVEY CONTROL
 KU1442  ___________________________________________________________________
 KU1442* NAD 83(1986)-  40 45 53.     (N)    073 58 21.     (W)     SCALED    
 KU1442* NAVD 88     -        16.456  (meters)      53.99   (feet)  ADJUSTED  
 KU1442  ___________________________________________________________________
 KU1442  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU1442  DYNAMIC HT  -          16.450 (meters)      53.97  (feet)  COMP
 KU1442  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 KU1442
 KU1442  VERT ORDER  -  FIRST     CLASS II
 KU1442
 KU1442.The horizontal coordinates were scaled from a topographic map and have
 KU1442.an estimated accuracy of +/- 6 seconds.
 KU1442
 KU1442.The orthometric height was determined by differential leveling
 KU1442.and adjusted by the National Geodetic Survey in June 1991..
 KU1442
 KU1442.The geoid height was determined by GEOID03.
 KU1442
 KU1442.The dynamic height is computed by dividing the NAVD 88
 KU1442.geopotential number by the normal gravity value computed on the
 KU1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1442.degrees latitude (g = 980.6199 gals.).
 KU1442
 KU1442.The modeled gravity was interpolated from observed gravity values.
 KU1442
 KU1442;                    North         East    Units  Estimated Accuracy
 KU1442;SPC NY E     -   214,560.      194,530.      MT  (+/- 180 meters Scaled)
 KU1442
 KU1442                          SUPERSEDED SURVEY CONTROL
 KU1442
 KU1442  NGVD 29 (??/??/92)   16.788  (m)           55.08   (f) ADJ UNCH    1 2
 KU1442
 KU1442.Superseded values are not recommended for survey control.
 KU1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1442.See file dsdata.txt to determine how the superseded data were derived.
 KU1442
 KU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867131(NAD 83)
 KU1442_MARKER: B = BOLT
 KU1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1442_SP_SET: GRANITE BASE
 KU1442_STAMPING: B M
 KU1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1442
 KU1442  HISTORY     - Date     Condition        Report By
 KU1442  HISTORY     - UNK      MONUMENTED       NY4170
 KU1442  HISTORY     - 1952     GOOD             NGS
 KU1442  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 KU1442
 KU1442                          STATION DESCRIPTION
 KU1442
 KU1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1442'AT NEW YORK.
 KU1442'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF 5TH
 KU1442'AVENUE AND EAST 60TH STREET, 17 FEET SOUTHEAST OF SOUTHEAST CURB
 KU1442'OF 5TH AVENUE, 30 FEET SOUTHWEST OF SOUTHWEST CURB OF EAST 60TH
 KU1442'STREET, A COPPER BOLT IN THE TOP OF GRANITE BASE BETWEEN TWO
 KU1442'PILLARS AT ENTRANCE TO HANOVER BANK, 8 FEET NORTHEAST OF CENTER
 KU1442'OF ENTRANCE AND ABOUT 3 FEET ABOVE SIDE WALK.
 KU1442
 KU1442                          STATION RECOVERY (2002)
 KU1442
 KU1442'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KU1442'HANOVER BANK WITH PILLARS NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1439 ***********************************************************************
 KU1439  DESIGNATION -  827
 KU1439  PID         -  KU1439
 KU1439  STATE/COUNTY-  NY/NEW YORK
 KU1439  USGS QUAD   -  CENTRAL PARK (1979)
 KU1439
 KU1439                         *CURRENT SURVEY CONTROL
 KU1439  ___________________________________________________________________
 KU1439* NAD 83(1986)-  40 45 51.     (N)    073 58 22.     (W)     SCALED    
 KU1439* NAVD 88     -        15.897  (meters)      52.16   (feet)  ADJUSTED  
 KU1439  ___________________________________________________________________
 KU1439  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU1439  DYNAMIC HT  -          15.891 (meters)      52.14  (feet)  COMP
 KU1439  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 KU1439
 KU1439  VERT ORDER  -  FIRST     CLASS II
 KU1439
 KU1439.The horizontal coordinates were scaled from a topographic map and have
 KU1439.an estimated accuracy of +/- 6 seconds.
 KU1439
 KU1439.The orthometric height was determined by differential leveling
 KU1439.and adjusted by the National Geodetic Survey in June 1991..
 KU1439
 KU1439.The geoid height was determined by GEOID03.
 KU1439
 KU1439.The dynamic height is computed by dividing the NAVD 88
 KU1439.geopotential number by the normal gravity value computed on the
 KU1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1439.degrees latitude (g = 980.6199 gals.).
 KU1439
 KU1439.The modeled gravity was interpolated from observed gravity values.
 KU1439
 KU1439;                    North         East    Units  Estimated Accuracy
 KU1439;SPC NY E     -   214,490.      194,510.      MT  (+/- 180 meters Scaled)
 KU1439
 KU1439                          SUPERSEDED SURVEY CONTROL
 KU1439
 KU1439  NGVD 29 (??/??/92)   16.228  (m)           53.24   (f) ADJ UNCH    1 2
 KU1439
 KU1439.Superseded values are not recommended for survey control.
 KU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1439.See file dsdata.txt to determine how the superseded data were derived.
 KU1439
 KU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL866130(NAD 83)
 KU1439_MARKER: Z = SEE DESCRIPTION
 KU1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1439_SP_SET: STEP
 KU1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1439+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 KU1439
 KU1439  HISTORY     - Date     Condition        Report By
 KU1439  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1439  HISTORY     - 1952     GOOD             NGS
 KU1439  HISTORY     - 1987     GOOD             USPSQD
 KU1439  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 KU1439  HISTORY     - 20050924 GOOD             GEOCAC
 KU1439  HISTORY     - 20060817 GOOD             USPSQD
 KU1439
 KU1439                          STATION DESCRIPTION
 KU1439
 KU1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1439'AT NEW YORK.
 KU1439'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT THE INTERSECTION OF
 KU1439'5TH AVENUE AND EAST 59TH STREET, AT SHERMAN CIRCLE, THE TOP OF THE
 KU1439'SOUTH CORNER OF THE BOTTOM GRANITE STEP OF SHERMAN MONUMENT, 8.4
 KU1439'FEET WEST OF THE EAST CURBING OF SIDE WALK AND 0.7 FOOT ABOVE
 KU1439'WALK.  NOTE-- ORIGINAL DESCRIPTION STATED CHARACTER OF MARK AS
 KU1439'BEING A BRASS PLUG.  NO BRASS PLUG WAS RECOVERED AT THE DESCRIBED
 KU1439'POINT AND ROD WAS HELD ON EXTREME SOUTH CORNER OF STEP.
 KU1439
 KU1439                          STATION RECOVERY (1987)
 KU1439
 KU1439'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 KU1439'RECOVERED IN GOOD CONDITION.
 KU1439
 KU1439                          STATION RECOVERY (2002)
 KU1439
 KU1439'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KU1439'MARK NOT FOUND.
 KU1439
 KU1439                          STATION RECOVERY (2005)
 KU1439
 KU1439'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1439'THE DESCRIPTION IS CORRECT EXCEPT THE REFERENCE TO A BRASS PLUG IN THE
 KU1439'ORIGINAL DESCRIPTION.
 KU1439' 
 KU1439'THE VOLUME 'PRECISE LEVELING IN NEW YORK CITY BY FREDERICK W. KOOP,
 KU1439'PUBLISHED IN 1914' WAS CONSULTED. MR. KOOP WAS ASSISTANT ENGINEER FOR
 KU1439'THE NEW YORK CITY BOARD OF ESTIMATE AND APPORTIONMENT. FROM 1909 TO
 KU1439'1914 HE LED A TEAM OF SURVEYORS ESTABLISHING BENCHMARKS IN THE 5
 KU1439'BOROUGHS OF NEW YORK CITY.
 KU1439' 
 KU1439'THE ORIGINAL DESCRIPTION FOR THIS MARK APPEARS IN THIS VOLUME AS
 KU1439'FOLLOWS - 'B. M. 827 - FIFTH AVENUE. THE TOP OF THER SOUTHEAST CORNER
 KU1439'OF THE LOWEST GRANITE STEP AT THE BASE OF THE SHERMAN MONUMENT AT THE
 KU1439'FIFTH AVENUE AND FIFTY-NINTH STREET ENTRANCE TO CENTRAL PARK. THE
 KU1439'BENCH MARK IS 9 INCHES ABOVE THE SIDEWALK. (NOTE 26, P. 91)'
 KU1439' 
 KU1439'THE NOTE STATES - 'NOTE 26 -- A BENCH MARK OF THIS TYPE IS A POINT ON
 KU1439'A HORIZONTAL SURFACE WHICH WAS IMPOSSIBLE FOR SOME REASON TO MARK.
 KU1439'THIS WAS USUALLY THE CASE WHEN A BENCH MARK WAS ESTABLISHED ON A
 KU1439'POLISHED GRANITE SURFACE, OR IN A CONSPICUOUS PLACE.'
 KU1439' 
 KU1439'SO THE BENCH MARK IS THE SURFACE OF THE STEP AT THE SOUTH CORNER.
 KU1439'THERE WAS NO BRASS PLUG.
 KU1439
 KU1439                          STATION RECOVERY (2006)
 KU1439
 KU1439'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 KU1439'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1437 ***********************************************************************
 KU1437  DESIGNATION -  828
 KU1437  PID         -  KU1437
 KU1437  STATE/COUNTY-  NY/NEW YORK
 KU1437  USGS QUAD   -  CENTRAL PARK (1979)
 KU1437
 KU1437                         *CURRENT SURVEY CONTROL
 KU1437  ___________________________________________________________________
 KU1437* NAD 83(1986)-  40 46 07.     (N)    073 58 55.     (W)     SCALED    
 KU1437* NAVD 88     -        26.051  (meters)      85.47   (feet)  ADJUSTED  
 KU1437  ___________________________________________________________________
 KU1437  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU1437  DYNAMIC HT  -          26.041 (meters)      85.44  (feet)  COMP
 KU1437  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 KU1437
 KU1437  VERT ORDER  -  FIRST     CLASS II
 KU1437
 KU1437.The horizontal coordinates were scaled from a topographic map and have
 KU1437.an estimated accuracy of +/- 6 seconds.
 KU1437
 KU1437.The orthometric height was determined by differential leveling
 KU1437.and adjusted by the National Geodetic Survey in June 1991..
 KU1437.WARNING-Repeat measurements at this control monument indicate possible
 KU1437.vertical movement.
 KU1437
 KU1437.The geoid height was determined by GEOID03.
 KU1437
 KU1437.The dynamic height is computed by dividing the NAVD 88
 KU1437.geopotential number by the normal gravity value computed on the
 KU1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1437.degrees latitude (g = 980.6199 gals.).
 KU1437
 KU1437.The modeled gravity was interpolated from observed gravity values.
 KU1437
 KU1437;                    North         East    Units  Estimated Accuracy
 KU1437;SPC NY E     -   214,980.      193,730.      MT  (+/- 180 meters Scaled)
 KU1437
 KU1437                          SUPERSEDED SURVEY CONTROL
 KU1437
 KU1437  NGVD 29 (??/??/92)   26.382  (m)           86.55   (f) ADJ UNCH    1 2
 KU1437
 KU1437.Superseded values are not recommended for survey control.
 KU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1437.See file dsdata.txt to determine how the superseded data were derived.
 KU1437
 KU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859135(NAD 83)
 KU1437_MARKER: B = BOLT
 KU1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1437_SP_SET: STEP
 KU1437_STAMPING: BM
 KU1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1437+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 KU1437
 KU1437  HISTORY     - Date     Condition        Report By
 KU1437  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1437  HISTORY     - 1952     GOOD             NGS
 KU1437  HISTORY     - 20020811 GOOD             USPSQD
 KU1437
 KU1437                          STATION DESCRIPTION
 KU1437
 KU1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1437'AT NEW YORK.
 KU1437'AT NEW YORK, AT COLUMBUS CIRCLE, AT INTERSECTION OF BROADWAY AND
 KU1437'59TH STREET, IN THE TOP OF CENTER OF TOP STEP AT NORTHEAST SIDE
 KU1437'OF COLUMBUS MONUMENT, AND ABOUT 3 FEET ABOVE GROUND.
 KU1437
 KU1437                          STATION RECOVERY (2002)
 KU1437
 KU1437'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KU1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0874 ***********************************************************************
 KU0874  DESIGNATION -  829
 KU0874  PID         -  KU0874
 KU0874  STATE/COUNTY-  NY/NEW YORK
 KU0874  USGS QUAD   -  CENTRAL PARK (1979)
 KU0874
 KU0874                         *CURRENT SURVEY CONTROL
 KU0874  ___________________________________________________________________
 KU0874* NAD 83(1986)-  40 46 16.     (N)    073 59 28.     (W)     SCALED    
 KU0874* NAVD 88     -         8.330  (meters)      27.33   (feet)  ADJUSTED  
 KU0874  ___________________________________________________________________
 KU0874  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU0874  DYNAMIC HT  -           8.327 (meters)      27.32  (feet)  COMP
 KU0874  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 KU0874
 KU0874  VERT ORDER  -  FIRST     CLASS I
 KU0874
 KU0874.The horizontal coordinates were scaled from a topographic map and have
 KU0874.an estimated accuracy of +/- 6 seconds.
 KU0874
 KU0874.The orthometric height was determined by differential leveling
 KU0874.and adjusted by the National Geodetic Survey in June 1991..
 KU0874.WARNING-Repeat measurements at this control monument indicate possible
 KU0874.vertical movement.
 KU0874
 KU0874.The geoid height was determined by GEOID03.
 KU0874
 KU0874.The dynamic height is computed by dividing the NAVD 88
 KU0874.geopotential number by the normal gravity value computed on the
 KU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0874.degrees latitude (g = 980.6199 gals.).
 KU0874
 KU0874.The modeled gravity was interpolated from observed gravity values.
 KU0874
 KU0874;                    North         East    Units  Estimated Accuracy
 KU0874;SPC NY E     -   215,260.      192,960.      MT  (+/- 180 meters Scaled)
 KU0874
 KU0874                          SUPERSEDED SURVEY CONTROL
 KU0874
 KU0874  NGVD 29 (??/??/92)    8.658  (m)           28.41   (f) ADJ UNCH    1 1
 KU0874
 KU0874.Superseded values are not recommended for survey control.
 KU0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0874.See file dsdata.txt to determine how the superseded data were derived.
 KU0874
 KU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL851138(NAD 83)
 KU0874_MARKER: Z = SEE DESCRIPTION
 KU0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0874_SP_SET: WATER TABLE
 KU0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0874+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 KU0874
 KU0874  HISTORY     - Date     Condition        Report By
 KU0874  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU0874  HISTORY     - 1952     GOOD             NGS
 KU0874  HISTORY     - 1974     GOOD             NGS
 KU0874  HISTORY     - 20050925 GOOD             GEOCAC
 KU0874
 KU0874                          STATION DESCRIPTION
 KU0874
 KU0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0874'AT NEW YORK.
 KU0874'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF 11TH
 KU0874'AVENUE (WEST END AVENUE) AND WEST 58TH STREET, 15.2 FEET
 KU0874'NORTHWEST OF NORTHWEST CURB OF 11TH AVENUE, 13 FEET NORTHEAST OF
 KU0874'NORTHEAST CURB OF WEST 58TH STREET, A 1 1/4-INCH CUT ABOUT 1/8
 KU0874'INCH DEEL IN THE TOP OF GRANITE WATER TABLE NEAR SOUTH CORNER OF
 KU0874'INTERBOROUGH RAPID TRANSIT COMPANY POWER HOUSE, 1.1 FEET
 KU0874'NORTHEAST OF SOUTH CORNER OF BUILDING AND ABOUT 2 1/2 FEET ABOVE
 KU0874'SIDE WALK.
 KU0874
 KU0874                          STATION RECOVERY (1974)
 KU0874
 KU0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KU0874'RECOVERED IN GOOD CONDITION.
 KU0874
 KU0874                          STATION RECOVERY (2005)
 KU0874
 KU0874'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7146 ***********************************************************************
 DG7146  DESIGNATION -  831 1030 32 B
 DG7146  PID         -  DG7146
 DG7146  STATE/COUNTY-  NY/ST LAWRENCE
 DG7146  USGS QUAD   -  OGDENSBURG EAST (1963)
 DG7146
 DG7146                         *CURRENT SURVEY CONTROL
 DG7146  ___________________________________________________________________
 DG7146* NAD 83(1986)-  44 42 10.     (N)    075 29 40.     (W)     SCALED    
 DG7146* NAVD 88     -        76.064  (meters)     249.55   (feet)  ADJUSTED  
 DG7146  ___________________________________________________________________
 DG7146  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DG7146  DYNAMIC HT  -          76.059 (meters)     249.54  (feet)  COMP
 DG7146  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 DG7146
 DG7146  VERT ORDER  -  SECOND    CLASS I
 DG7146
 DG7146.The horizontal coordinates were scaled from a topographic map and have
 DG7146.an estimated accuracy of +/- 6 seconds.
 DG7146
 DG7146.The orthometric height was determined by differential leveling
 DG7146.and adjusted by the National Geodetic Survey in September 2005..
 DG7146.No vertical observational check was made to the station.
 DG7146
 DG7146.The geoid height was determined by GEOID03.
 DG7146
 DG7146.The dynamic height is computed by dividing the NAVD 88
 DG7146.geopotential number by the normal gravity value computed on the
 DG7146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7146.degrees latitude (g = 980.6199 gals.).
 DG7146
 DG7146.The modeled gravity was interpolated from observed gravity values.
 DG7146
 DG7146;                    North         East    Units  Estimated Accuracy
 DG7146;SPC NY E     -   652,330.       71,200.      MT  (+/- 180 meters Scaled)
 DG7146
 DG7146                          SUPERSEDED SURVEY CONTROL
 DG7146
 DG7146  NAVD 88 (11/05/04)   76.062  (m)          249.55   (f) UNKNOWN     2 1
 DG7146
 DG7146.Superseded values are not recommended for survey control.
 DG7146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7146.See file dsdata.txt to determine how the superseded data were derived.
 DG7146
 DG7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ608500(NAD 83)
 DG7146_MARKER: DD = SURVEY DISK
 DG7146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7146_SP_SET: CAP
 DG7146_STAMPING: 32 B 1977
 DG7146_MARK LOGO: USE   
 DG7146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7146+STABILITY: SURFACE MOTION
 DG7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7146+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DG7146
 DG7146  HISTORY     - Date     Condition        Report By
 DG7146  HISTORY     - 1977     MONUMENTED       USE
 DG7146  HISTORY     - 19970723 GOOD             NOS
 DG7146  HISTORY     - 19980606 GOOD             NOS
 DG7146  HISTORY     - 20000928 GOOD             NOS
 DG7146  HISTORY     - 20010625 GOOD             NOS
 DG7146  HISTORY     - 20020812 GOOD             NOS
 DG7146  HISTORY     - 20050810 GOOD             NGS
 DG7146
 DG7146                          STATION DESCRIPTION
 DG7146
 DG7146'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 DG7146'RECOVERED AS DESCRIBED.
 DG7146
 DG7146                          STATION RECOVERY (1998)
 DG7146
 DG7146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 DG7146'IN OGDENSBURG, ST LAWRENCE COUNTY, NEW YORK AT THE RIVERS END OF
 DG7146'CAROLINE STREET, AT THE NORTHEAST CORNER OF MORRISETTE PARK, 15.1 FT
 DG7146'(4.6 M) NORTHWEST OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK.  8.9 FT
 DG7146'(2.7 M) NORTHEAST OF THE NORTHEAST CORNER OF THE NOS WATER LEVEL GAUGE
 DG7146'HOUSE, 3.9 FT (1.2 M) SOUTHEAST OF THE METAL QUAY WALL AT THE RIVERS
 DG7146'EDGE.  BEING A CORP OF ENGINEERS DISK SET FLUSH IN THE CONCRETE CAP OF
 DG7146'RETAINNING WALL.
 DG7146
 DG7146                          STATION RECOVERY (2000)
 DG7146
 DG7146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 DG7146'RECOVERED AS DESCRIBED.
 DG7146
 DG7146                          STATION RECOVERY (2001)
 DG7146
 DG7146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 DG7146'RECOVERED AS DESCRIBED.
 DG7146
 DG7146                          STATION RECOVERY (2002)
 DG7146
 DG7146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 DG7146'RECOVERED AS DESCRIBED.
 DG7146
 DG7146                          STATION RECOVERY (2005)
 DG7146
 DG7146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 DG7146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0768 ***********************************************************************
 PH0768  TIDAL BM    -  This is a Tidal Bench Mark.
 PH0768  DESIGNATION -  831 1030 A
 PH0768  PID         -  PH0768
 PH0768  STATE/COUNTY-  NY/ST LAWRENCE
 PH0768  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0768
 PH0768                         *CURRENT SURVEY CONTROL
 PH0768  ___________________________________________________________________
 PH0768* NAD 83(1986)-  44 41 57.     (N)    075 29 26.     (W)     SCALED    
 PH0768* NAVD 88     -        84.620  (meters)     277.62   (feet)  ADJUSTED  
 PH0768  ___________________________________________________________________
 PH0768  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 PH0768  DYNAMIC HT  -          84.614 (meters)     277.60  (feet)  COMP
 PH0768  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 PH0768
 PH0768  VERT ORDER  -  FIRST     CLASS 0
 PH0768
 PH0768.The horizontal coordinates were scaled from a topographic map and have
 PH0768.an estimated accuracy of +/- 6 seconds.
 PH0768
 PH0768.The orthometric height was determined by differential leveling
 PH0768.and adjusted by the National Geodetic Survey in June 1991..
 PH0768
 PH0768.This Tidal Bench Mark is designated as VM 573
 PH0768.by the Center for Operational Oceanographic Products and Services.
 PH0768
 PH0768.The geoid height was determined by GEOID03.
 PH0768
 PH0768.The dynamic height is computed by dividing the NAVD 88
 PH0768.geopotential number by the normal gravity value computed on the
 PH0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0768.degrees latitude (g = 980.6199 gals.).
 PH0768
 PH0768.The modeled gravity was interpolated from observed gravity values.
 PH0768
 PH0768;                    North         East    Units  Estimated Accuracy
 PH0768;SPC NY E     -   651,920.       71,500.      MT  (+/- 180 meters Scaled)
 PH0768
 PH0768                          SUPERSEDED SURVEY CONTROL
 PH0768
 PH0768  NGVD 29 (??/??/92)   84.744  (m)          278.03   (f) ADJ UNCH    1 0
 PH0768
 PH0768.Superseded values are not recommended for survey control.
 PH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0768.See file dsdata.txt to determine how the superseded data were derived.
 PH0768
 PH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ611496(NAD 83)
 PH0768_MARKER: B = BOLT
 PH0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0768_SP_SET: BUILDING
 PH0768_MARK LOGO: NONE  
 PH0768_PROJECTION: FLUSH
 PH0768_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PH0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH0768+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PH0768
 PH0768  HISTORY     - Date     Condition        Report By
 PH0768  HISTORY     - 1898     MONUMENTED       USLS
 PH0768  HISTORY     - 1969     GOOD             USLS
 PH0768  HISTORY     - 19940620 GOOD             NOS
 PH0768  HISTORY     - 19950523 GOOD             NOS
 PH0768  HISTORY     - 19970723 GOOD             NOS
 PH0768  HISTORY     - 19980606 GOOD             NOS
 PH0768  HISTORY     - 20000928 GOOD             NOS
 PH0768  HISTORY     - 20010625 GOOD             NOS
 PH0768  HISTORY     - 20020812 GOOD             NOS
 PH0768  HISTORY     - 20050810 GOOD             NGS
 PH0768
 PH0768                          STATION DESCRIPTION
 PH0768
 PH0768'DESCRIBED BY US LAKE SURVEY 1969
 PH0768'IN OGDENSBURG.
 PH0768'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ON THE NORTHWEST SIDE
 PH0768'OF FORD STREET, BETWEEN ELIZABETH AND FRANKLIN STREETS, IN FORD STREET
 PH0768'FACE OF THE ARMORY, IN SEMICIRCULAR PORTION OF BUILDING NEAR THE SOUTH
 PH0768'CORNER, 18.5 FEET FROM THE SOUTH CORNER, MIDWAY BETWEEN SECOND AND
 PH0768'THIRD WINDOWS FROM THE CORNER, 3 FEET ABOVE THE GROUND, BEING CENTER
 PH0768'PUNCH MARK IN THE END OF A 1/4-INCH BRASS BOLT SET INTO STONE.
 PH0768
 PH0768                          STATION RECOVERY (1994)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 PH0768'IN OGDENSBURG, ON THE NORTHWEST SIDE OF FORD STREET, BETWEEN ELIZABETH
 PH0768'AND FRANKLIN STREETS, IN FORD STREET FACE OF THE ARMORY, IN
 PH0768'SEMICIRCULAR PORTION OF BUILDING NEAR THE SOUTH CORNER, 18.5 FEET (5.6
 PH0768'M) FROM THE SOUTH CORNER, MIDWAY BETWEEN SECOND AND THIRD WINDOWS FROM
 PH0768'THE CORNER, 3 FEET (0.9 M) ABOVE THE GROUND, BEING CENTER PUNCH MARK
 PH0768'IN THE END OF A 1/4-INCH BRASS BOLT SET INTO STONE.
 PH0768
 PH0768                          STATION RECOVERY (1995)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PH0768'RECOVERED AS DESCRIBED.
 PH0768
 PH0768                          STATION RECOVERY (1997)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PH0768'RECOVERED AS DESCRIBED.
 PH0768
 PH0768                          STATION RECOVERY (1998)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PH0768'RECOVERED AS DESCRIBED.
 PH0768
 PH0768                          STATION RECOVERY (2000)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PH0768'RECOVERED AS DESCRIBED.
 PH0768
 PH0768                          STATION RECOVERY (2001)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PH0768'RECOVERED AS DESCRIBED.
 PH0768
 PH0768                          STATION RECOVERY (2002)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PH0768'IS AT OGDENSBURG, ST.  LAWRENCE COUNTY, NEW YORK, ON THE NORTHWEST
 PH0768'SIDE OF FORD STREET, BETWEEN ELIZABETH AND FRANKLIN STREETS, IN FORD
 PH0768'STREET FACE OF THE ARMORY, IN THE SEMI-CIRCULAR PORTION OF BUILDING
 PH0768'NEAR THE SOUTH CORNER, 53.0 FT (16.2 M) WEST OF WEST EDGE OF STEPS TO
 PH0768'THE FRONT ENTRANCE, 28.1 NORTH OF NORTH CURB OF FORD ST, 18.5 FEET
 PH0768'(5.6 M) FROM THE SOUTH CORNER, MIDWAY BETWEEN SECOND AND THIRD WINDOWS
 PH0768'FROM THE CORNER, 3.25 FEET (0.99 M) ABOVE THE GROUND, BEING CENTER
 PH0768'PUNCH MARK IN THE END OF A 1/4-INCH BRASS BOLT SET INTO STONE.
 PH0768
 PH0768                          STATION RECOVERY (2005)
 PH0768
 PH0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1012 ***********************************************************************
 PH1012  TIDAL BM    -  This is a Tidal Bench Mark.
 PH1012  DESIGNATION -  831 1030 BOOKS
 PH1012  PID         -  PH1012
 PH1012  STATE/COUNTY-  NY/ST LAWRENCE
 PH1012  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1012
 PH1012                         *CURRENT SURVEY CONTROL
 PH1012  ___________________________________________________________________
 PH1012* NAD 83(1986)-  44 41 58.     (N)    075 29 35.     (W)     SCALED    
 PH1012* NAVD 88     -        80.435  (meters)     263.89   (feet)  ADJUSTED  
 PH1012  ___________________________________________________________________
 PH1012  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 PH1012  DYNAMIC HT  -          80.429 (meters)     263.87  (feet)  COMP
 PH1012  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 PH1012
 PH1012  VERT ORDER  -  FIRST     CLASS 0
 PH1012
 PH1012.The horizontal coordinates were scaled from a topographic map and have
 PH1012.an estimated accuracy of +/- 6 seconds.
 PH1012
 PH1012.The orthometric height was determined by differential leveling
 PH1012.and adjusted by the National Geodetic Survey in June 1991..
 PH1012
 PH1012.This Tidal Bench Mark is designated as VM 575
 PH1012.by the Center for Operational Oceanographic Products and Services.
 PH1012
 PH1012.The geoid height was determined by GEOID03.
 PH1012
 PH1012.The dynamic height is computed by dividing the NAVD 88
 PH1012.geopotential number by the normal gravity value computed on the
 PH1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1012.degrees latitude (g = 980.6199 gals.).
 PH1012
 PH1012.The modeled gravity was interpolated from observed gravity values.
 PH1012
 PH1012;                    North         East    Units  Estimated Accuracy
 PH1012;SPC NY E     -   651,960.       71,300.      MT  (+/- 180 meters Scaled)
 PH1012
 PH1012                          SUPERSEDED SURVEY CONTROL
 PH1012
 PH1012  NGVD 29 (??/??/92)   80.56   (m)          264.3    (f) COMPUTED    1 0
 PH1012
 PH1012.Superseded values are not recommended for survey control.
 PH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1012.See file dsdata.txt to determine how the superseded data were derived.
 PH1012
 PH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ609496(NAD 83)
 PH1012_MARKER: I = METAL ROD
 PH1012_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PH1012+WITH SETTING: INFORMATION.
 PH1012_SP_SET: ROD
 PH1012_MARK LOGO: NONE  
 PH1012_PROJECTION: FLUSH
 PH1012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PH1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1012+STABILITY: SURFACE MOTION
 PH1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH1012+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 PH1012
 PH1012  HISTORY     - Date     Condition        Report By
 PH1012  HISTORY     - 1948     MONUMENTED       USLS
 PH1012  HISTORY     - 1969     GOOD             USLS
 PH1012  HISTORY     - 19940620 GOOD             NOS
 PH1012  HISTORY     - 19950523 GOOD             NOS
 PH1012  HISTORY     - 19970723 GOOD             NOS
 PH1012  HISTORY     - 19980606 GOOD             NOS
 PH1012  HISTORY     - 20000928 GOOD             NOS
 PH1012  HISTORY     - 20010625 GOOD             NOS
 PH1012  HISTORY     - 20020812 GOOD             NOS
 PH1012  HISTORY     - 20050811 GOOD             NGS
 PH1012
 PH1012                          STATION DESCRIPTION
 PH1012
 PH1012'DESCRIBED BY US LAKE SURVEY 1969
 PH1012'IN OGDENSBURG.
 PH1012'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ON THE SOUTHEAST SIDE
 PH1012'OF RIVERSIDE AVENUE, BETWEEN STATE AND CAROLINE STREETS, IN A PARK
 PH1012'BEHIND THE LIBRARY, BETWEEN A LAMP POST AND A STATUE, 14.3 FEET FROM
 PH1012'DOWNRIVER CORNER NEARER LIBRARY OF THE STATUE BASE, 14.6 FEET FROM
 PH1012'UPRIVER CORNER NEARER LIBRARY OF THE STATUE BASE, 5.9 FEET FROM THE
 PH1012'LAMP POST BASE, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 PH1012'ON TOP OF A 1-INCH DIAMETER IRON ROD, 6 FEET LONG.
 PH1012
 PH1012                          STATION RECOVERY (1994)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 PH1012'IN OGDENSBURG ON THE SOUTHEAST SIDE OF RIVERSIDE AVENUE, BETWEEN STATE
 PH1012'AND CAROLINE STREETS, IN A PARK BEHIND THE LIBRARY, BETWEEN A LAMP
 PH1012'POST AND A STATUE, 14.3 FEET (4.4 M) FROM DOWNRIVER CORNER NEARER
 PH1012'LIBRARY OF THE STATUE BASE, 14.6 FEET (4.5 M) FROM UPRIVER CORNER
 PH1012'NEARER LIBRARY OF THE STATUE BASE, 5.9 FEET (1.8 M) FROM THE LAMP POST
 PH1012'BASE, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 PH1012'A 1-INCH DIAMETER IRON ROD, 6 FEET (1.8 M) LONG.
 PH1012
 PH1012                          STATION RECOVERY (1995)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PH1012'RECOVERED AS DESCRIBED.
 PH1012
 PH1012                          STATION RECOVERY (1997)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PH1012'RECOVERED AS DESCRIBED.
 PH1012
 PH1012                          STATION RECOVERY (1998)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PH1012'RECOVERED AS DESCRIBED.
 PH1012
 PH1012                          STATION RECOVERY (2000)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PH1012'RECOVERED AS DESCRIBED.
 PH1012
 PH1012                          STATION RECOVERY (2001)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PH1012'RECOVERED AS DESCRIBED.
 PH1012
 PH1012                          STATION RECOVERY (2002)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PH1012'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. IS AT
 PH1012'OGDENSBURG, ST.  LAWRENCE COUNTY, NEW YORK, ON THE SOUTHEAST SIDE OF
 PH1012'RIVERSIDE AVENUE, BETWEEN STATE AND CAROLINE STREETS, IN A PARK BEHIND
 PH1012'THE LIBRARY, BETWEEN A LAMP POST AND A STATUE, 15.4 FT (4.7 M) ESE OF
 PH1012'THE SW CORNER OF THE STATUE BASE, 15.3 FT (4.7 M) SOUTH OF THE SE
 PH1012'CORNER OF THE STATUE BASE, 5.75 FEET (1.75 M) FROM THE LAMP POST BASE,
 PH1012'1/2 FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A
 PH1012'1-INCH DIAMETER IRON ROD, 6 FEET (1.8 M) LONG.
 PH1012
 PH1012                          STATION RECOVERY (2005)
 PH1012
 PH1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH1012'THE STAITON IS LOCATED IN CITY PARK BEHIND LIBRARY IN OGDENSBURG, NY.
 PH1012'TO REACH FROM THE WEST INTERSECTION OF HWYS NY 37 AND NY 812 (= STATE
 PH1012'ST.), GO NW ON STATE ST. FOR 0.4 MI, WHERE IT MERGES WITH HWY NY 68.
 PH1012'CONTINUE NW FOR 0.55 MI TO STATION ON RIGHT IN MIDDLE OF BLOCK BETWEEN
 PH1012'STATE AND CAROLINE STS. AND RIVERSIDE AND WASHINGTON AVES.
 PH1012'STATION IS IN LAWN NW OF LIBRARY, BETWEEN A LAMPPOST AND (CIVIL) WAR
 PH1012'OF REBELLION STATUE, 4.4 M NE OF WEST CORNER OF STATUE BASE, 4.5 M SW
 PH1012'OF NORTH CORNER OF STATUE BASE, 1.8 M SE OF LAMPPOST, 22 CM BELOW
 PH1012'GROUND, BEING THE HIGHEST POINT ON TOP OF A 1-INCH, DIAMETER IRON ROD,
 PH1012'1.8 M LONG.
 PH1012'AN OFF-CENTER CHISELED CROSS WAS STAMPED INTO ROD AT THIS TIME FOR GPS
 PH1012'PLUMBING.  ROD IS ENCLOSED IN A 6-INCH PVC SLEEVE WITH ACCESS COVER
 PH1012'STAMPED 'BOOKS'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6051 ***********************************************************************
 AC6051  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6051  DESIGNATION -  831 1030 F
 AC6051  PID         -  AC6051
 AC6051  STATE/COUNTY-  NY/ST LAWRENCE
 AC6051  USGS QUAD   -  OGDENSBURG EAST (1963)
 AC6051
 AC6051                         *CURRENT SURVEY CONTROL
 AC6051  ___________________________________________________________________
 AC6051* NAD 83(1986)-  44 41 58.     (N)    075 29 36.     (W)     SCALED    
 AC6051* NAVD 88     -        85.930  (meters)     281.92   (feet)  ADJUSTED  
 AC6051  ___________________________________________________________________
 AC6051  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 AC6051  DYNAMIC HT  -          85.924 (meters)     281.90  (feet)  COMP
 AC6051  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 AC6051
 AC6051  VERT ORDER  -  SECOND    CLASS I
 AC6051
 AC6051.The horizontal coordinates were scaled from a topographic map and have
 AC6051.an estimated accuracy of +/- 6 seconds.
 AC6051
 AC6051.The orthometric height was determined by differential leveling
 AC6051.and adjusted by the National Geodetic Survey in March 1999..
 AC6051
 AC6051.This Tidal Bench Mark is designated as VM 576
 AC6051.by the Center for Operational Oceanographic Products and Services.
 AC6051
 AC6051.The geoid height was determined by GEOID03.
 AC6051
 AC6051.The dynamic height is computed by dividing the NAVD 88
 AC6051.geopotential number by the normal gravity value computed on the
 AC6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6051.degrees latitude (g = 980.6199 gals.).
 AC6051
 AC6051.The modeled gravity was interpolated from observed gravity values.
 AC6051
 AC6051;                    North         East    Units  Estimated Accuracy
 AC6051;SPC NY E     -   651,960.       71,280.      MT  (+/- 180 meters Scaled)
 AC6051
 AC6051                          SUPERSEDED SURVEY CONTROL
 AC6051
 AC6051.No superseded survey control is available for this station.
 AC6051
 AC6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ609496(NAD 83)
 AC6051_MARKER: DB = BENCH MARK DISK
 AC6051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC6051_SP_SET: BUILDING
 AC6051_STAMPING: 1030 F 1980
 AC6051_MARK LOGO: NOS   
 AC6051_PROJECTION: FLUSH
 AC6051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6051+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 AC6051
 AC6051  HISTORY     - Date     Condition        Report By
 AC6051  HISTORY     - 1980     MONUMENTED       NOS
 AC6051  HISTORY     - 19940620 GOOD             NOS
 AC6051  HISTORY     - 19950523 GOOD             NOS
 AC6051  HISTORY     - 19970723 GOOD             NOS
 AC6051  HISTORY     - 19980606 GOOD             NOS
 AC6051  HISTORY     - 20000928 GOOD             NOS
 AC6051  HISTORY     - 20010625 GOOD             NOS
 AC6051  HISTORY     - 20020812 GOOD             NOS
 AC6051  HISTORY     - 20050810 GOOD             NGS
 AC6051
 AC6051                          STATION DESCRIPTION
 AC6051
 AC6051'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC6051'IN ODGENSBURG AT THE NORTHWEST CORNER OF CAROLINE AND FORD STREETS ON
 AC6051'THE MOST SOUTH EASTERLY CORNER OF THE CITY HALL BUILDING, ON THE
 AC6051'CAROLINE STREET FACE OF THE BUILDING, 4.7 FEET (1.4 M) ABOVE GROUND
 AC6051'SURFACE, 1.1 FEET (0.3 M) SOUTH OF NORTH CORNER, 3.65 FEET (1.11 M)
 AC6051'NORTH OF SIDE ENTRANCE DOOR, BEING HORIZONTAL LINE IN STANDARD N.O.S.
 AC6051'DISC SET FLUSH INTO FACE OF BUILDING.
 AC6051
 AC6051                          STATION RECOVERY (1995)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6051'RECOVERED AS DESCRIBED.
 AC6051
 AC6051                          STATION RECOVERY (1997)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6051'RECOVERED AS DESCRIBED.
 AC6051
 AC6051                          STATION RECOVERY (1998)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6051'RECOVERED AS DESCRIBED.
 AC6051
 AC6051                          STATION RECOVERY (2000)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AC6051'RECOVERED AS DESCRIBED.
 AC6051
 AC6051                          STATION RECOVERY (2001)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 AC6051'RECOVERED AS DESCRIBED.
 AC6051
 AC6051                          STATION RECOVERY (2002)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AC6051'RECOVERED AS DESCRIBED.
 AC6051
 AC6051                          STATION RECOVERY (2005)
 AC6051
 AC6051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AC6051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6052 ***********************************************************************
 AC6052  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6052  DESIGNATION -  831 1030 G
 AC6052  PID         -  AC6052
 AC6052  STATE/COUNTY-  NY/ST LAWRENCE
 AC6052  USGS QUAD   -  OGDENSBURG EAST (1963)
 AC6052
 AC6052                         *CURRENT SURVEY CONTROL
 AC6052  ___________________________________________________________________
 AC6052* NAD 83(1986)-  44 41 58.     (N)    075 29 37.     (W)     SCALED    
 AC6052* NAVD 88     -        83.360  (meters)     273.49   (feet)  ADJUSTED  
 AC6052  ___________________________________________________________________
 AC6052  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 AC6052  DYNAMIC HT  -          83.354 (meters)     273.47  (feet)  COMP
 AC6052  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 AC6052
 AC6052  VERT ORDER  -  SECOND    CLASS I
 AC6052
 AC6052.The horizontal coordinates were scaled from a topographic map and have
 AC6052.an estimated accuracy of +/- 6 seconds.
 AC6052
 AC6052.The orthometric height was determined by differential leveling
 AC6052.and adjusted by the National Geodetic Survey in April 1999..
 AC6052
 AC6052.This Tidal Bench Mark is designated as VM 12665
 AC6052.by the Center for Operational Oceanographic Products and Services.
 AC6052
 AC6052.The geoid height was determined by GEOID03.
 AC6052
 AC6052.The dynamic height is computed by dividing the NAVD 88
 AC6052.geopotential number by the normal gravity value computed on the
 AC6052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6052.degrees latitude (g = 980.6199 gals.).
 AC6052
 AC6052.The modeled gravity was interpolated from observed gravity values.
 AC6052
 AC6052;                    North         East    Units  Estimated Accuracy
 AC6052;SPC NY E     -   651,960.       71,260.      MT  (+/- 180 meters Scaled)
 AC6052
 AC6052                          SUPERSEDED SURVEY CONTROL
 AC6052
 AC6052  NAVD 88 (03/17/99)   83.359  (m)          273.49   (f) UNKNOWN     2 1
 AC6052
 AC6052.Superseded values are not recommended for survey control.
 AC6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6052.See file dsdata.txt to determine how the superseded data were derived.
 AC6052
 AC6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ608496(NAD 83)
 AC6052_MARKER: DB = BENCH MARK DISK
 AC6052_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6052_SP_SET: RETAINING WALL CAP
 AC6052_STAMPING: 1030 G 1988
 AC6052_MARK LOGO: NOS   
 AC6052_PROJECTION: FLUSH
 AC6052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6052+STABILITY: SURFACE MOTION
 AC6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6052+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 AC6052
 AC6052  HISTORY     - Date     Condition        Report By
 AC6052  HISTORY     - 1988     MONUMENTED       NOS
 AC6052  HISTORY     - 19940620 GOOD             NOS
 AC6052  HISTORY     - 19950523 GOOD             NOS
 AC6052  HISTORY     - 19970723 GOOD             NOS
 AC6052  HISTORY     - 19980606 GOOD             NOS
 AC6052  HISTORY     - 20000928 GOOD             NOS
 AC6052  HISTORY     - 20010712 GOOD             NOS
 AC6052  HISTORY     - 20020812 GOOD             NOS
 AC6052  HISTORY     - 20050810 GOOD             NGS
 AC6052
 AC6052                          STATION DESCRIPTION
 AC6052
 AC6052'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC6052'LOCATED IN OGDGENSBURG, AT THE OGDENSBURG PUBLIC LIBRARY, ON THE NORTH
 AC6052'SIDE OF WASHINGTON STREET, MIDWAY BETWEEN CAROLINE STREET AND STATE
 AC6052'STREET, ON MOST EASTERLY OF TWO 3X5X3.5 FOOT END WALLS OF STEPS AT
 AC6052'ENTRANCE TO LIBRARY, 177.1 FEET (54.0 M) WEST OF WEST CURB OF CAROLINE
 AC6052'STREET, 40 FEET (12.2 M) NORTH OF NORTH CURB OF WASHINGTON STREET, 2.6
 AC6052'FEET (0.8 M) EAST OF WEST FACE OF END WALL, 3.3 FEET (1.0 M) ABOVE THE
 AC6052'GROUND, BEING A NOS DISK SET IN RED STONE CAP, STAMPED 1030 G 1988.
 AC6052
 AC6052                          STATION RECOVERY (1995)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6052'RECOVERED AS DESCRIBED.
 AC6052
 AC6052                          STATION RECOVERY (1997)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6052'RECOVERED AS DESCRIBED.
 AC6052
 AC6052                          STATION RECOVERY (1998)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6052'RECOVERED AS DESCRIBED.
 AC6052
 AC6052                          STATION RECOVERY (2000)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AC6052'RECOVERED AS DESCRIBED.
 AC6052
 AC6052                          STATION RECOVERY (2001)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001
 AC6052'RECOVERED AS DESCRIBED.
 AC6052
 AC6052                          STATION RECOVERY (2002)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AC6052'RECOVERED AS DESCRIBED.
 AC6052
 AC6052                          STATION RECOVERY (2005)
 AC6052
 AC6052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AC6052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7800 ***********************************************************************
 DE7800  FBN         -  This is a Federal Base Network Control Station.
 DE7800  TIDAL BM    -  This is a Tidal Bench Mark.
 DE7800  DESIGNATION -  831 1030 H
 DE7800  PID         -  DE7800
 DE7800  STATE/COUNTY-  NY/ST LAWRENCE
 DE7800  USGS QUAD   -  OGDENSBURG EAST (1963)
 DE7800
 DE7800                         *CURRENT SURVEY CONTROL
 DE7800  ___________________________________________________________________
 DE7800* NAD 83(1996)-  44 42 03.54322(N)    075 29 40.75853(W)     ADJUSTED  
 DE7800* NAVD 88     -        75.512  (meters)     247.74   (feet)  ADJUSTED  
 DE7800  ___________________________________________________________________
 DE7800  X           -   1,137,399.956 (meters)                     COMP
 DE7800  Y           -  -4,396,307.420 (meters)                     COMP
 DE7800  Z           -   4,463,821.005 (meters)                     COMP
 DE7800  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 DE7800  ELLIP HEIGHT-          43.29  (meters)          (09/18/02) GPS OBS
 DE7800  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DE7800  DYNAMIC HT  -          75.507 (meters)     247.73  (feet)  COMP
 DE7800  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 DE7800
 DE7800  HORZ ORDER  -  A
 DE7800  VERT ORDER  -  SECOND    CLASS I
 DE7800  ELLP ORDER  -  FOURTH    CLASS II
 DE7800
 DE7800.The horizontal coordinates were established by GPS observations
 DE7800.and adjusted by the National Geodetic Survey in September 2002..
 DE7800
 DE7800.The orthometric height was determined by differential leveling
 DE7800.and adjusted by the National Geodetic Survey in February 2005..
 DE7800
 DE7800.This Tidal Bench Mark is designated as VM 16987
 DE7800.by the Center for Operational Oceanographic Products and Services.
 DE7800
 DE7800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7800
 DE7800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7800
 DE7800.The ellipsoidal height was determined by GPS observations
 DE7800.and is referenced to NAD 83.
 DE7800
 DE7800.The geoid height was determined by GEOID03.
 DE7800
 DE7800.The dynamic height is computed by dividing the NAVD 88
 DE7800.geopotential number by the normal gravity value computed on the
 DE7800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7800.degrees latitude (g = 980.6199 gals.).
 DE7800
 DE7800.The modeled gravity was interpolated from observed gravity values.
 DE7800
 DE7800;                    North         East     Units Scale Factor Converg.
 DE7800;SPC NY E     -   652,129.549    71,175.589   MT  0.99997638   -0 41 58.9
 DE7800;SPC NY E     - 2,139,528.36    233,515.24   sFT  0.99997638   -0 41 58.9
 DE7800;UTM  18      - 4,949,853.404   460,811.358   MT  0.99961888   -0 20 52.6
 DE7800
 DE7800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7800!SPC NY E     -   0.99999321  x   0.99997638  =   0.99996959
 DE7800!UTM  18      -   0.99999321  x   0.99961888  =   0.99961210
 DE7800
 DE7800                          SUPERSEDED SURVEY CONTROL
 DE7800
 DE7800  NAVD 88 (11/05/04)   75.510  (m)          247.74   (f) UNKNOWN     2 1
 DE7800
 DE7800.Superseded values are not recommended for survey control.
 DE7800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7800.See file dsdata.txt to determine how the superseded data were derived.
 DE7800
 DE7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6081149853(NAD 83)
 DE7800_MARKER: F = FLANGE-ENCASED ROD
 DE7800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE7800_STAMPING: 1030 H 1998
 DE7800_MARK LOGO: NOS   
 DE7800_PROJECTION: RECESSED 3 CENTIMETERS
 DE7800_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7800+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 DE7800_ROD/PIPE-DEPTH: 12.2 meters
 DE7800_SLEEVE-DEPTH  : 1.22 meters
 DE7800
 DE7800  HISTORY     - Date     Condition        Report By
 DE7800  HISTORY     - 1998     MONUMENTED       NOS
 DE7800  HISTORY     - 19980606 GOOD             NOS
 DE7800  HISTORY     - 20000928 GOOD             NOS
 DE7800  HISTORY     - 20010625 GOOD             NOS
 DE7800  HISTORY     - 20010801 GOOD             NGS
 DE7800  HISTORY     - 20020812 GOOD             NOS
 DE7800  HISTORY     - 20050811 GOOD             NGS
 DE7800
 DE7800                          STATION DESCRIPTION
 DE7800
 DE7800'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (CAP)
 DE7800'AT OGDENSBURG, NY, ST LAWRENCE COUNTY, AT THE FOOT OF CAROLINE ST, ON
 DE7800'THE NORTH SIDE AND NEAR THE NORTHEAST CORNER OF THE GRASSY AREA OF
 DE7800'MORRISETTE PARK, 157.8 FT (48.1 M) WSW OF THE CENTERLINE OF CAROLINE
 DE7800'ST, 97.8 FT (29.8 M) SE OF THE INSIDE EDGE OF THE BLUE STEEL BULKHEAD
 DE7800'AT THE RIVERS EDGE, 96.0 FT (29.3 M) EAST OF THE CENTERLINE OF THE
 DE7800'EAST SIDE OF A TURN AROUND CIRCLE, 38.3 FT (11.7 M) SE OF THE SE
 DE7800'INSIDE CURB EDGE OF THE PARKING AREA BY THE RIVERS EDGE, 0.7 FT (21.3
 DE7800'CM) NW OF A WITNESS POST, BEING THE TOP OF A STAINLESS STEEL ROD
 DE7800'ENCASED IN A 5-INCH DIAMETER PVC PIPE WITH ALUMINUM ACCESS LID.
 DE7800
 DE7800                          STATION RECOVERY (2000)
 DE7800
 DE7800'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 DE7800'RECOVERED AS DESCRIBED.
 DE7800
 DE7800                          STATION RECOVERY (2001)
 DE7800
 DE7800'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 DE7800'RECOVERED AS DESCRIBED.
 DE7800
 DE7800                          STATION RECOVERY (2001)
 DE7800
 DE7800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (MLM)
 DE7800'BM 1030 H IS AT OGDENSBURG, ST LAWRENCE COUNTY, NY, LOCATED AT THE
 DE7800'FOOT OF CAROLINE
 DE7800'STREET, TO REACH FROM HWY 37 EAST, EXIT TO HWY 812 (STATE STREET) ,
 DE7800'TURN NORTH (RIGHT) ON
 DE7800'HWY 812 (STATE STREET) FOR 0.50 MI (0.80 KM) TO JCT OF HWY 812 AND HWY
 DE7800'68, CONTINUE ON HWY
 DE7800'68 NORTH FOR 0.70 MI (1.13 KM) TO RIVERSIDE STREET, TURN (RIGHT) NORTH
 DE7800'EAST ON RIVERSIDE FOR
 DE7800'0.05 AND CAROLINE STREET, TURN NORTHWEST ON CAROLINE STREET FOR 0.05
 DE7800'MI (0.08 KM) TO A
 DE7800'PARK (MORRISETTE PARK) . BM 1030 H IS LOCATED AT THE FOOT OF CAROLINE
 DE7800'ST, AT THE NORTH SIDE
 DE7800'OF THE GRASSY AREA, 157.8 FT (48.1 M) WEST SOUTHWEST OF THE OF THE
 DE7800'CENTERLINE OF CAROLINE
 DE7800'STREET, 97.8 FT (29.8 M) SOUTHEAST OF THE INSIDE OF THE BLUE STEEL
 DE7800'BULKHEAD AT THE RIVERS
 DE7800'EDGE, 96.0 FT (29.3 M) EAST OF THE CENTERLINE OF THE EAST SIDE OF THE
 DE7800'TURN AROUND CIRCLE,
 DE7800'38.3 FT (11.7 M) SOUTHEAST OF THE SOUTHEAST INSIDE CURB EDGE OF THE
 DE7800'PARKING ARE BY THE
 DE7800'WATERS EDGE, 0.70 FT (21.34 CM) NORTHWEST OF A WITNESS, BEING HIGHEST
 DE7800'POINT OF A CENTER
 DE7800'PUNCH IN THE TOP OF A STAINLESS ROD AND PROTECTED BY A 5 -INCH PVC
 DE7800'PIPE WITH ALUMINUM
 DE7800'ACCESS LID JUST BELOW THE GROUND SURFACE.  THIS IS A 3-D GPS ABLE DEEP
 DE7800'ROD.
 DE7800'
 DE7800
 DE7800                          STATION RECOVERY (2002)
 DE7800
 DE7800'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 DE7800'RECOVERED AS DESCRIBED.
 DE7800
 DE7800                          STATION RECOVERY (2005)
 DE7800
 DE7800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 DE7800'THE STATION IS LOCATED IN MORISSETE CITY PARK IN OGDENSBURG, NY.  TO
 DE7800'REACH FROM THE WEST INTERSECTION OF HWYS NY 37 AND NY 812 (= STATE
 DE7800'ST.), GO NW ON STATE ST. FOR 0.4 MI, WHERE IT MERGES WITH HWY NY 68.
 DE7800'CONTINUE NW FOR 0.6 MI TO RIVERSIDE AVE.
 DE7800'TURN NE (RIGHT) AND GO 0.05 MI (1 BLOCK) TO CAROLINE ST.  TURN NW
 DE7800'(LEFT) INTO MARK AND TO 0.05 MI TO MARK ON LEFT SE OF PARKING LOT.
 DE7800'DIMENSIONS DESCRIBED BY NGS' MLM IN 2001 ARE ADEQUATE.  TOP OF ROD IS
 DE7800'21 CM BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1009 ***********************************************************************
 PH1009  TIDAL BM    -  This is a Tidal Bench Mark.
 PH1009  DESIGNATION -  831 1030 MORIS
 PH1009  PID         -  PH1009
 PH1009  STATE/COUNTY-  NY/ST LAWRENCE
 PH1009  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1009
 PH1009                         *CURRENT SURVEY CONTROL
 PH1009  ___________________________________________________________________
 PH1009* NAD 83(1986)-  44 41 58.     (N)    075 29 41.     (W)     SCALED    
 PH1009* NAVD 88     -        75.268  (meters)     246.94   (feet)  ADJUSTED  
 PH1009  ___________________________________________________________________
 PH1009  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 PH1009  DYNAMIC HT  -          75.262 (meters)     246.92  (feet)  COMP
 PH1009  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 PH1009
 PH1009  VERT ORDER  -  SECOND    CLASS I
 PH1009
 PH1009.The horizontal coordinates were scaled from a topographic map and have
 PH1009.an estimated accuracy of +/- 6 seconds.
 PH1009
 PH1009.The orthometric height was determined by differential leveling
 PH1009.and adjusted by the National Geodetic Survey in November 2004..
 PH1009.No vertical observational check was made to the station.
 PH1009
 PH1009.This Tidal Bench Mark is designated as VM 577
 PH1009.by the Center for Operational Oceanographic Products and Services.
 PH1009
 PH1009.The geoid height was determined by GEOID03.
 PH1009
 PH1009.The dynamic height is computed by dividing the NAVD 88
 PH1009.geopotential number by the normal gravity value computed on the
 PH1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1009.degrees latitude (g = 980.6199 gals.).
 PH1009
 PH1009.The modeled gravity was interpolated from observed gravity values.
 PH1009
 PH1009;                    North         East    Units  Estimated Accuracy
 PH1009;SPC NY E     -   651,960.       71,170.      MT  (+/- 180 meters Scaled)
 PH1009
 PH1009                          SUPERSEDED SURVEY CONTROL
 PH1009
 PH1009  NAVD 88 (03/17/99)   75.273  (m)          246.96   (f) UNKNOWN     2 1
 PH1009  NAVD 88 (06/15/91)   75.254  (m)          246.90   (f) UNKNOWN     1 0
 PH1009  NGVD 29 (??/??/92)   75.38   (m)          247.3    (f) COMPUTED    1 0
 PH1009
 PH1009.Superseded values are not recommended for survey control.
 PH1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1009.See file dsdata.txt to determine how the superseded data were derived.
 PH1009
 PH1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ608496(NAD 83)
 PH1009_MARKER: Z = SEE DESCRIPTION
 PH1009_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PH1009_MARK LOGO: NONE  
 PH1009_PROJECTION: FLUSH
 PH1009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PH1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1009+STABILITY: SURFACE MOTION
 PH1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH1009+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PH1009
 PH1009  HISTORY     - Date     Condition        Report By
 PH1009  HISTORY     - 1968     MONUMENTED       USLS
 PH1009  HISTORY     - 1969     GOOD             USLS
 PH1009  HISTORY     - 19940620 GOOD             NOS
 PH1009  HISTORY     - 19950523 GOOD             NOS
 PH1009  HISTORY     - 19970723 GOOD             NOS
 PH1009  HISTORY     - 19980606 GOOD             NOS
 PH1009  HISTORY     - 20000928 GOOD             NOS
 PH1009  HISTORY     - 20010625 GOOD             NOS
 PH1009  HISTORY     - 20020812 GOOD             NOS
 PH1009  HISTORY     - 20050810 GOOD             NGS
 PH1009
 PH1009                          STATION DESCRIPTION
 PH1009
 PH1009'DESCRIBED BY US LAKE SURVEY 1969
 PH1009'IN OGDENSBURG.
 PH1009'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, IN MORISSETTE PARK AT
 PH1009'THE FOOT OF STATE STREET, 55.6 FEET NORTHEAST OF A 24-INCH ELM, 53.6
 PH1009'FEET NORTHWEST OF A 30-INCH ELM, 11.5 FEET SOUTH OF EAST CORNER AND
 PH1009'10.5 FEET SOUTHEAST OF SOUTH CORNER OF A 10 X 10 FOOT CONCRETE BASE
 PH1009'SUPPORTING A 10 FOOT HIGH BOULDER MONUMENT, 5.3 FEET NORTHWEST OF
 PH1009'CURB, 1 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 PH1009'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 PH1009'PIPE, 18 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 PH1009'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE,
 PH1009'WITH COVER 1/2-FOOT BELOW THE GROUND SURFACE.
 PH1009
 PH1009                          STATION RECOVERY (1994)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (BSW)
 PH1009'IN OGDENSBURG IN MORISSETTE PARK AT THE FOOT OF STATE STREET, 62 FEET
 PH1009'(18.9 M) NORTHWEST OF THE NORTHWEST CORNER OF TENNIS COURT FENCE, 47.3
 PH1009'FEET (14.4 M) NORTH EAST OF THE CENTER OF A MANHOLE COVER, 11.4 FEET
 PH1009'(3.5 M) SOUTHWEST OF THE NORTHEAST CORNER AND 10.0 FEET (3.0 M)
 PH1009'SOUTHEAST OF SOUTH CORNER OF A 10 X 10 FOOT (3.0 M) CONCRETE BASE
 PH1009'SUPPORTING A 10 FOOT (3.0 M) HIGH BOULDER MONUMENT, 1 FOOT (0.3 M)
 PH1009'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 PH1009'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 18
 PH1009'FEET (5.5 M) LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 PH1009'PIPE AND THE MARK IS PROTECTED BY A 4-INCH DIAMETER PVC PIPE SCREW ON
 PH1009'CAP, FLUSH WITH THE GROUND SURFACE.
 PH1009
 PH1009                          STATION RECOVERY (1995)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PH1009'RECOVERED AS DESCRIBED.
 PH1009
 PH1009                          STATION RECOVERY (1997)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PH1009'RECOVERED AS DESCRIBED.
 PH1009
 PH1009                          STATION RECOVERY (1998)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PH1009'IN OGDENSBURG, ST.  LAWRENCE COUNTY, NEW YORK, IN MORISSETTE PARK AT
 PH1009'THE FOOT OF STATE STREET, 62 FEET (18.9 M) NORTHWEST OF THE NORTHWEST
 PH1009'CORNER OF TENNIS COURT FENCE, 47.3 FEET (14.4 M) NORTH EAST OF THE
 PH1009'CENTER OF A MANHOLE COVER, 11.4 FEET (3.5 M) SOUTHWEST OF THE
 PH1009'NORTHEAST CORNER AND 10.0 FEET (3.0 M) SOUTHEAST OF SOUTH CORNER OF A
 PH1009'10 X 10 FOOT (3.0 M) CONCRETE BASE SUPPORTING A 10 FOOT (3.0 M) HIGH
 PH1009'BOULDER MONUMENT, 1 FOOT (0.3 M) BELOW THE GROUND SURFACE, BEING
 PH1009'HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 PH1009'DIAMETER GALVANIZED STEEL PIPE, 18 FEET (5.5 M) LONG.  THE PIPE IS
 PH1009'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A
 PH1009'5-INCH DIAMETER PVC PIPE WITH ALUMINUM ACCESS LID FLUSH WITH THE
 PH1009'GROUND SURFACE.
 PH1009
 PH1009                          STATION RECOVERY (2000)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PH1009'RECOVERED AS DESCRIBED.
 PH1009
 PH1009                          STATION RECOVERY (2001)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PH1009'RECOVERED AS DESCRIBED.
 PH1009
 PH1009                          STATION RECOVERY (2002)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PH1009'RECOVERED AS DESCRIBED.
 PH1009
 PH1009                          STATION RECOVERY (2005)
 PH1009
 PH1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH1009'MARK IS 0.3 M NORTH OF UNMARKED WITNESS POST.  THERE IS NO CENTER
 PH1009'PUNCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0773 ***********************************************************************
 PH0773  TIDAL BM    -  This is a Tidal Bench Mark.
 PH0773  DESIGNATION -  831 1030 OG 1
 PH0773  PID         -  PH0773
 PH0773  STATE/COUNTY-  NY/ST LAWRENCE
 PH0773  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0773
 PH0773                         *CURRENT SURVEY CONTROL
 PH0773  ___________________________________________________________________
 PH0773* NAD 83(1986)-  44 42 03.     (N)    075 29 05.     (W)     SCALED    
 PH0773* NAVD 88     -        88.016  (meters)     288.77   (feet)  ADJUSTED  
 PH0773  ___________________________________________________________________
 PH0773  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 PH0773  DYNAMIC HT  -          88.010 (meters)     288.75  (feet)  COMP
 PH0773  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 PH0773
 PH0773  VERT ORDER  -  FIRST     CLASS 0
 PH0773
 PH0773.The horizontal coordinates were scaled from a topographic map and have
 PH0773.an estimated accuracy of +/- 6 seconds.
 PH0773
 PH0773.The orthometric height was determined by differential leveling
 PH0773.and adjusted by the National Geodetic Survey in June 1991..
 PH0773
 PH0773.This Tidal Bench Mark is designated as VM 12664
 PH0773.by the Center for Operational Oceanographic Products and Services.
 PH0773
 PH0773.The geoid height was determined by GEOID03.
 PH0773
 PH0773.The dynamic height is computed by dividing the NAVD 88
 PH0773.geopotential number by the normal gravity value computed on the
 PH0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0773.degrees latitude (g = 980.6199 gals.).
 PH0773
 PH0773.The modeled gravity was interpolated from observed gravity values.
 PH0773
 PH0773;                    North         East    Units  Estimated Accuracy
 PH0773;SPC NY E     -   652,100.       71,960.      MT  (+/- 180 meters Scaled)
 PH0773
 PH0773                          SUPERSEDED SURVEY CONTROL
 PH0773
 PH0773  NGVD 29 (??/??/92)   88.138  (m)          289.17   (f) ADJ UNCH    1 0
 PH0773
 PH0773.Superseded values are not recommended for survey control.
 PH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0773.See file dsdata.txt to determine how the superseded data were derived.
 PH0773
 PH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ615498(NAD 83)
 PH0773_MARKER: DD = SURVEY DISK
 PH0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0773_SP_SET: WATER TABLE
 PH0773_STAMPING: OG 1 1935 MCK
 PH0773_MARK LOGO: USLS  
 PH0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH0773+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PH0773
 PH0773  HISTORY     - Date     Condition        Report By
 PH0773  HISTORY     - 1935     MONUMENTED       USLS
 PH0773  HISTORY     - 1969     GOOD             USLS
 PH0773  HISTORY     - 19970723 GOOD             NOS
 PH0773  HISTORY     - 19980606 GOOD             NOS
 PH0773  HISTORY     - 19981012 GOOD             USPSQD
 PH0773  HISTORY     - 20000928 GOOD             NOS
 PH0773  HISTORY     - 20010625 GOOD             NOS
 PH0773  HISTORY     - 20020812 GOOD             NOS
 PH0773  HISTORY     - 20050810 GOOD             NGS
 PH0773
 PH0773                          STATION DESCRIPTION
 PH0773
 PH0773'DESCRIBED BY US LAKE SURVEY 1969
 PH0773'IN OGDENSBURG.
 PH0773'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ON THE SOUTHEAST SIDE
 PH0773'OF FORD STREET, ABOUT 145 FEET EASTERLY OF THE CENTERLINE OF PATTERSON
 PH0773'STREET, IN FACE NEARER PATTERSON STREET OF A TWO-STORY BRICK DWELLING
 PH0773'AT 911 FORD STREET, 0.7 FEET FROM THE CORNER NEARER FORD STREET, 4
 PH0773'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS IN BRONZE DISC
 PH0773'SET INTO THE STONE WATER TABLE.
 PH0773
 PH0773                          STATION RECOVERY (1997)
 PH0773
 PH0773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997
 PH0773'RECOVERED AS DESCRIBED.
 PH0773
 PH0773                          STATION RECOVERY (1998)
 PH0773
 PH0773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PH0773'RECOVERED AS DESCRIBED.
 PH0773
 PH0773                          STATION RECOVERY (1998)
 PH0773
 PH0773'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH0773'RECOVERED IN GOOD CONDITION.
 PH0773
 PH0773                          STATION RECOVERY (2000)
 PH0773
 PH0773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PH0773'RECOVERED AS DESCRIBED.
 PH0773
 PH0773                          STATION RECOVERY (2001)
 PH0773
 PH0773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PH0773'RECOVERED AS DESCRIBED.
 PH0773
 PH0773                          STATION RECOVERY (2002)
 PH0773
 PH0773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PH0773'IS AT OGDENSBURG, ST.  LAWRENCE COUNTY, NEW YORK, ON THE SOUTHEAST
 PH0773'SIDE OF FORD STREET, ABOUT 146.0 FEET (44.5 M) EASTERLY OF THE
 PH0773'CENTERLINE OF PATTERSON STREET, 22.55 FEET (6.87 M) SW OF THE NE
 PH0773'CORNER OF THE RESIDENCE, 15.7 FEET (4.8 M) SE OF THE SE CURB LINE OF
 PH0773'FORD STREET, 8.8 FEET (2.7 M) NE OF THE SW CORNER OF THE COVERED
 PH0773'PORCH,IN FACE NEARER PATTERSON STREET OF A TWO-STORY BRICK DWELLING AT
 PH0773'911 FORD STREET, 0.75 FEET (22.86 CM) FROM THE CORNER NEARER FORD
 PH0773'STREET, 4.05 FEET (1.23 M) ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 PH0773'CROSS IN BRONZE DISC SET INTO THE STONE WATER TABLE.
 PH0773
 PH0773                          STATION RECOVERY (2005)
 PH0773
 PH0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1010 ***********************************************************************
 PH1010  TIDAL BM    -  This is a Tidal Bench Mark.
 PH1010  DESIGNATION -  831 1030 ROCK
 PH1010  PID         -  PH1010
 PH1010  STATE/COUNTY-  NY/ST LAWRENCE
 PH1010  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1010
 PH1010                         *CURRENT SURVEY CONTROL
 PH1010  ___________________________________________________________________
 PH1010* NAD 83(1986)-  44 42 06.     (N)    075 29 37.     (W)     SCALED    
 PH1010* NAVD 88     -        75.561  (meters)     247.90   (feet)  ADJUSTED  
 PH1010  ___________________________________________________________________
 PH1010  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 PH1010  DYNAMIC HT  -          75.556 (meters)     247.89  (feet)  COMP
 PH1010  MODELED GRAV-     980,549.1   (mgal)                       NAVD 88
 PH1010
 PH1010  VERT ORDER  -  SECOND    CLASS I
 PH1010
 PH1010.The horizontal coordinates were scaled from a topographic map and have
 PH1010.an estimated accuracy of +/- 6 seconds.
 PH1010
 PH1010.The orthometric height was determined by differential leveling
 PH1010.and adjusted by the National Geodetic Survey in March 1999..
 PH1010
 PH1010.This Tidal Bench Mark is designated as VM 574
 PH1010.by the Center for Operational Oceanographic Products and Services.
 PH1010
 PH1010.The geoid height was determined by GEOID03.
 PH1010
 PH1010.The dynamic height is computed by dividing the NAVD 88
 PH1010.geopotential number by the normal gravity value computed on the
 PH1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1010.degrees latitude (g = 980.6199 gals.).
 PH1010
 PH1010.The modeled gravity was interpolated from observed gravity values.
 PH1010
 PH1010;                    North         East    Units  Estimated Accuracy
 PH1010;SPC NY E     -   652,200.       71,260.      MT  (+/- 180 meters Scaled)
 PH1010
 PH1010                          SUPERSEDED SURVEY CONTROL
 PH1010
 PH1010  NAVD 88 (06/15/91)   75.570  (m)          247.93   (f) UNKNOWN     1 0
 PH1010  NGVD 29 (??/??/92)   75.70   (m)          248.4    (f) COMPUTED    1 0
 PH1010
 PH1010.Superseded values are not recommended for survey control.
 PH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1010.See file dsdata.txt to determine how the superseded data were derived.
 PH1010
 PH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ608499(NAD 83)
 PH1010_MARKER: Z = SEE DESCRIPTION
 PH1010_SETTING: 80 = SET IN A BOULDER
 PH1010_SP_SET: BOULDER
 PH1010_MARK LOGO: NONE  
 PH1010_PROJECTION: FLUSH
 PH1010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PH1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1010+STABILITY: SURFACE MOTION
 PH1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH1010+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PH1010
 PH1010  HISTORY     - Date     Condition        Report By
 PH1010  HISTORY     - 1949     MONUMENTED       USLS
 PH1010  HISTORY     - 1969     GOOD             USLS
 PH1010  HISTORY     - 19940620 GOOD             NOS
 PH1010  HISTORY     - 19950523 GOOD             NOS
 PH1010  HISTORY     - 19970723 GOOD             NOS
 PH1010  HISTORY     - 19980606 GOOD             NOS
 PH1010  HISTORY     - 20000928 GOOD             NOS
 PH1010  HISTORY     - 20010625 GOOD             NOS
 PH1010  HISTORY     - 20020812 GOOD             NOS
 PH1010  HISTORY     - 20050810 GOOD             NGS
 PH1010
 PH1010                          STATION DESCRIPTION
 PH1010
 PH1010'DESCRIBED BY US LAKE SURVEY 1969
 PH1010'IN OGDENSBURG.
 PH1010'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, AT THE FOOT OF
 PH1010'CAROLINE STREET, NEAR THE WATERS EDGE, ON DOWNRIVER SIDE OF THE
 PH1010'STREET, 45.6 FEET SOUTHEAST OF EASTERLY LEG OF THE FORMER WEATHER
 PH1010'BUREAU SIGNAL STATION, 40 FEET FROM THE STREET CENTERLINE, 6.5 FEET
 PH1010'FROM A TRIPLE TRUNKED WILLOW NEAR THE WATERS EDGE, ON HIGHEST PART OF
 PH1010'THE TOP OF A 3 X 4 X 1 FOOT BOULDER, BEING HIGHEST POINT IN A
 PH1010'RECTANGLE CUT IN THE BOULDER.
 PH1010
 PH1010                          STATION RECOVERY (1994)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PH1010'IN OGDENSBURG AT THE FOOT OF CAROLINE STREET, NEAR THE WATERS EDGE, ON
 PH1010'THE EAST SIDE OF THE STREET, 65.8 FEET (20.1 M) SOUTH OF EAST CORNER
 PH1010'OF THE GAUGE HOUSE. 41.2 FEET (12.6 M) NORTHEAST OF THE CENTERLINE OF
 PH1010'STREET.  31.3 FEET (9.5 M) EAST SOUTHEAST OF TELEPHONE POLE 1A.  19.5
 PH1010'FEET (5.9 M) SOUTH OF A DOUBLE TRUNKED WILLOW NEAR THE WATERS EDGE.
 PH1010'BEING A CHISELED RECTANGLE IN THE HIGHEST POINT ON A 3 X 4 X 1 FOOT
 PH1010'(0.3 M) BOULDER.
 PH1010
 PH1010                          STATION RECOVERY (1995)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PH1010'RECOVERED AS DESCRIBED.
 PH1010
 PH1010                          STATION RECOVERY (1997)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PH1010'RECOVERED AS DESCRIBED.
 PH1010
 PH1010                          STATION RECOVERY (1998)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PH1010'RECOVERED AS DESCRIBED.
 PH1010
 PH1010                          STATION RECOVERY (2000)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PH1010'RECOVERED AS DESCRIBED.
 PH1010
 PH1010                          STATION RECOVERY (2001)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PH1010'RECOVERED AS DESCRIBED.
 PH1010
 PH1010                          STATION RECOVERY (2002)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PH1010'AT OGDENSBURG, ST.  LAWRENCE COUNTY, NEW YORK, AT THE FOOT OF CAROLINE
 PH1010'STREET, NEAR THE WATERS EDGE, ON THE EAST SIDE OF THE STREET, 65.8
 PH1010'FEET (20.1 M) SOUTH OF EAST CORNER OF THE NOS GAUGE HOUSE.  40.5 FEET
 PH1010'(12.3 M) NORTHEAST OF THE CENTERLINE OF CAROLINE STREET.  31.0 FEET
 PH1010'(9.4 M) EAST SUUTHEAST OF TELEPHONE POLE 1A.  19.5 FEET (5.9 M) SOUTH
 PH1010'OF A DOUBLE TRUNKED WILLOW TREE NEAR THE WATERS EDGE.  BEING A
 PH1010'CHISELED RECTANGLE IN THE HIGHEST POINT ON A 3 X 4 X 1 FOOT (0.3 M)
 PH1010'BOULDER FLUSH WITH THE GROUND.
 PH1010
 PH1010                          STATION RECOVERY (2005)
 PH1010
 PH1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7268 ***********************************************************************
 AH7268  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7268  DESIGNATION -  831 1062 A
 AH7268  PID         -  AH7268
 AH7268  STATE/COUNTY-  NY/JEFFERSON
 AH7268  USGS QUAD   -  ALEXANDRIA BAY (1982)
 AH7268
 AH7268                         *CURRENT SURVEY CONTROL
 AH7268  ___________________________________________________________________
 AH7268* NAD 83(1986)-  44 19 51.     (N)    075 56 05.     (W)     SCALED    
 AH7268* NAVD 88     -        77.342  (meters)     253.75   (feet)  ADJUSTED  
 AH7268  ___________________________________________________________________
 AH7268  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH7268  DYNAMIC HT  -          77.334 (meters)     253.72  (feet)  COMP
 AH7268  MODELED GRAV-     980,504.6   (mgal)                       NAVD 88
 AH7268
 AH7268  VERT ORDER  -  SECOND    CLASS I
 AH7268
 AH7268.The horizontal coordinates were scaled from a topographic map and have
 AH7268.an estimated accuracy of +/- 6 seconds.
 AH7268
 AH7268.The orthometric height was determined by differential leveling
 AH7268.and adjusted by the National Geodetic Survey in November 2004..
 AH7268.No vertical observational check was made to the station.
 AH7268
 AH7268.This Tidal Bench Mark is designated as VM 111
 AH7268.by the Center for Operational Oceanographic Products and Services.
 AH7268
 AH7268.The geoid height was determined by GEOID03.
 AH7268
 AH7268.The dynamic height is computed by dividing the NAVD 88
 AH7268.geopotential number by the normal gravity value computed on the
 AH7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7268.degrees latitude (g = 980.6199 gals.).
 AH7268
 AH7268.The modeled gravity was interpolated from observed gravity values.
 AH7268
 AH7268;                    North         East    Units  Estimated Accuracy
 AH7268;SPC NY C     -   481,230.      301,730.      MT  (+/- 180 meters Scaled)
 AH7268
 AH7268                          SUPERSEDED SURVEY CONTROL
 AH7268
 AH7268.No superseded survey control is available for this station.
 AH7268
 AH7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ254090(NAD 83)
 AH7268_MARKER: DB = BENCH MARK DISK
 AH7268_SETTING: 66 = SET IN ROCK OUTCROP
 AH7268_STAMPING: 1062 A 1981
 AH7268_MARK LOGO: NOS   
 AH7268_PROJECTION: FLUSH
 AH7268_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7268+STABILITY: POSITION/ELEVATION WELL
 AH7268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7268+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 AH7268
 AH7268  HISTORY     - Date     Condition        Report By
 AH7268  HISTORY     - 1981     MONUMENTED       NOS
 AH7268  HISTORY     - 19950525 GOOD             NOS
 AH7268  HISTORY     - 19970722 GOOD             NOS
 AH7268  HISTORY     - 19980525 GOOD             NOS
 AH7268  HISTORY     - 20000928 GOOD             NOS
 AH7268  HISTORY     - 20010626 GOOD             NOS
 AH7268  HISTORY     - 20020814 GOOD             NOS
 AH7268  HISTORY     - 20050722 GOOD             USPSQD
 AH7268
 AH7268                          STATION DESCRIPTION
 AH7268
 AH7268'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH7268'ON WELLESLEY ISLAND, AT THE ALEXANDRIA BAY COAST GUARD STATION, NEAR
 AH7268'THE BOAT DOCK, 29.9 FEET (9.1 M) EAST OF BOTTOM STEP OF STEPS FROM
 AH7268'STATION HEADQUARTERS LEADING DOWN TO DOCK, 22.7 FEET (6.9 M) SW OF TOP
 AH7268'STEP OF THREE STEPS AT SOUTH END OF BOAT DOCK, 23.8 FEET (7.3 M) NW OF
 AH7268'FLAGPOLE BASE, A DISK SET INTO A DRILL HOLE IN BEDROCK 0.5 FEET (15.2
 AH7268'CM) ABOVE SIDEWALK.
 AH7268
 AH7268                          STATION RECOVERY (1997)
 AH7268
 AH7268'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH7268'RECOVERED AS DESCRIBED.
 AH7268
 AH7268                          STATION RECOVERY (1998)
 AH7268
 AH7268'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH7268'RECOVERED AS DESCRIBED.
 AH7268
 AH7268                          STATION RECOVERY (2000)
 AH7268
 AH7268'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH7268'RECOVERED AS DESCRIBED.
 AH7268
 AH7268                          STATION RECOVERY (2001)
 AH7268
 AH7268'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH7268'RECOVERED AS DESCRIBED.
 AH7268
 AH7268                          STATION RECOVERY (2002)
 AH7268
 AH7268'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH7268'ON WELLESLEY ISLAND, AT THE ALEXANDRIA BAY COAST GUARD STATION, NEAR
 AH7268'THE BOAT DOCK, 31.5 FEET (9.6 M) EAST OF BOTTOM STEP OF STEPS FROM
 AH7268'STATION HEADQUARTERS LEADING DOWN TO DOCK, 21.9 FEET (6.7 M) SW OF TOP
 AH7268'STEP OF THREE STEPS AT SOUTH END OF BOAT DOCK, 23.8 FEET (7.3 M) NW OF
 AH7268'FLAGPOLE BASE, A DISK SET INTO A DRILL HOLE IN BEDROCK 0.5 FEET (15.2
 AH7268'CM) ABOVE SIDEWALK.
 AH7268
 AH7268                          STATION RECOVERY (2005)
 AH7268
 AH7268'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 AH7268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7265 ***********************************************************************
 AH7265  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7265  DESIGNATION -  831 1062 C
 AH7265  PID         -  AH7265
 AH7265  STATE/COUNTY-  NY/JEFFERSON
 AH7265  USGS QUAD   -  ALEXANDRIA BAY (1982)
 AH7265
 AH7265                         *CURRENT SURVEY CONTROL
 AH7265  ___________________________________________________________________
 AH7265* NAD 83(1986)-  44 19 55.     (N)    075 56 05.     (W)     SCALED    
 AH7265* NAVD 88     -        79.724  (meters)     261.56   (feet)  ADJUSTED  
 AH7265  ___________________________________________________________________
 AH7265  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH7265  DYNAMIC HT  -          79.715 (meters)     261.53  (feet)  COMP
 AH7265  MODELED GRAV-     980,504.8   (mgal)                       NAVD 88
 AH7265
 AH7265  VERT ORDER  -  SECOND    CLASS I
 AH7265
 AH7265.The horizontal coordinates were scaled from a topographic map and have
 AH7265.an estimated accuracy of +/- 6 seconds.
 AH7265
 AH7265.The orthometric height was determined by differential leveling
 AH7265.and adjusted by the National Geodetic Survey in November 2004..
 AH7265.No vertical observational check was made to the station.
 AH7265
 AH7265.This Tidal Bench Mark is designated as VM 112
 AH7265.by the Center for Operational Oceanographic Products and Services.
 AH7265
 AH7265.The geoid height was determined by GEOID03.
 AH7265
 AH7265.The dynamic height is computed by dividing the NAVD 88
 AH7265.geopotential number by the normal gravity value computed on the
 AH7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7265.degrees latitude (g = 980.6199 gals.).
 AH7265
 AH7265.The modeled gravity was interpolated from observed gravity values.
 AH7265
 AH7265;                    North         East    Units  Estimated Accuracy
 AH7265;SPC NY C     -   481,350.      301,730.      MT  (+/- 180 meters Scaled)
 AH7265
 AH7265                          SUPERSEDED SURVEY CONTROL
 AH7265
 AH7265.No superseded survey control is available for this station.
 AH7265
 AH7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ254091(NAD 83)
 AH7265_MARKER: DB = BENCH MARK DISK
 AH7265_SETTING: 66 = SET IN ROCK OUTCROP
 AH7265_STAMPING: 1062 C 1981
 AH7265_MARK LOGO: NOS   
 AH7265_PROJECTION: FLUSH
 AH7265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7265+STABILITY: POSITION/ELEVATION WELL
 AH7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7265+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AH7265
 AH7265  HISTORY     - Date     Condition        Report By
 AH7265  HISTORY     - 1981     MONUMENTED       NOS
 AH7265  HISTORY     - 19950525 GOOD             NOS
 AH7265  HISTORY     - 19970722 GOOD             NOS
 AH7265  HISTORY     - 19980525 GOOD             NOS
 AH7265  HISTORY     - 20000928 GOOD             NOS
 AH7265  HISTORY     - 20010626 GOOD             NOS
 AH7265  HISTORY     - 20020814 GOOD             NOS
 AH7265  HISTORY     - 20050722 GOOD             USPSQD
 AH7265  HISTORY     - 20050809 GOOD             NGS
 AH7265
 AH7265                          STATION DESCRIPTION
 AH7265
 AH7265'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH7265'ON WELLESLEY ISLAND, AT THE ALEXANDRIA BAY COAST GUARD STATION,
 AH7265'APPROXIMATELY 270 FEET (82.3 M) NORTH OF THE HEADQUARTERS BUILDING, AT
 AH7265'A SHARP CURVE IN DRIVEWAY LEADING FROM HEADQUARTERS BUILDING TO
 AH7265'RESIDENTIAL AREA, 15.0 FEET (4.6 M) NORTH OF NORTH EDGE OF DRIVEWAY,
 AH7265'27 FEET (8.2 M) SSE OF A STONE BULKHEAD THAT RUNS EAST-WEST , 9.8 FEET
 AH7265'(3.0 M) EAST OF THE CENTER OF TOP STEP OF STONE STEPS LEADING DOWN TO
 AH7265'A SHINGLED BOATHOUSE, A DISK SET INTO A DRILL HOLE IN BEDROCK 1 FOOT
 AH7265'(0.3 M) BELOW DRIVEWAY.
 AH7265
 AH7265                          STATION RECOVERY (1997)
 AH7265
 AH7265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH7265'RECOVERED AS DESCRIBED.
 AH7265
 AH7265                          STATION RECOVERY (1998)
 AH7265
 AH7265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH7265'RECOVERED AS DESCRIBED.
 AH7265
 AH7265                          STATION RECOVERY (2000)
 AH7265
 AH7265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH7265'RECOVERED AS DESCRIBED.
 AH7265
 AH7265                          STATION RECOVERY (2001)
 AH7265
 AH7265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH7265'RECOVERED AS DESCRIBED.
 AH7265
 AH7265                          STATION RECOVERY (2002)
 AH7265
 AH7265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH7265'ON WELLESLEY ISLAND, AT THE ALEXANDRIA BAY COAST GUARD STATION,
 AH7265'APPROXIMATELY 270 FEET (82.3 M) NORTH OF THE HEADQUARTERS BUILDING, AT
 AH7265'A SHARP CURVE IN DRIVEWAY LEADING FROM HEADQUARTERS BUILDING TO
 AH7265'RESIDENTIAL AREA, 14.55 FEET (4.43 M) NORTH OF NORTH EDGE OF DRIVEWAY,
 AH7265'30.1 FEET (9.2 M) SSE OF A STONE BULKHEAD THAT RUNS EAST-WEST , 9.2
 AH7265'FEET (2.8 M) EAST OF THE CENTER OF TOP STEP OF STONE STEPS LEADING
 AH7265'DOWN TO A SHINGLED BOATHOUSE, A DISK SET INTO A DRILL HOLE IN BEDROCK
 AH7265'1 FOOT (0.3 M) BELOW DRIVEWAY.
 AH7265
 AH7265                          STATION RECOVERY (2005)
 AH7265
 AH7265'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 AH7265'RECOVERED IN GOOD CONDITION.
 AH7265
 AH7265                          STATION RECOVERY (2005)
 AH7265
 AH7265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH7265'MARK IS 5.3 M SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7266 ***********************************************************************
 AH7266  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7266  DESIGNATION -  831 1062 D
 AH7266  PID         -  AH7266
 AH7266  STATE/COUNTY-  NY/JEFFERSON
 AH7266  USGS QUAD   -  ALEXANDRIA BAY (1982)
 AH7266
 AH7266                         *CURRENT SURVEY CONTROL
 AH7266  ___________________________________________________________________
 AH7266* NAD 83(1986)-  44 19 52.     (N)    075 56 08.     (W)     SCALED    
 AH7266* NAVD 88     -        80.625  (meters)     264.52   (feet)  ADJUSTED  
 AH7266  ___________________________________________________________________
 AH7266  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH7266  DYNAMIC HT  -          80.616 (meters)     264.49  (feet)  COMP
 AH7266  MODELED GRAV-     980,504.6   (mgal)                       NAVD 88
 AH7266
 AH7266  VERT ORDER  -  SECOND    CLASS I
 AH7266
 AH7266.The horizontal coordinates were scaled from a topographic map and have
 AH7266.an estimated accuracy of +/- 6 seconds.
 AH7266
 AH7266.The orthometric height was determined by differential leveling
 AH7266.and adjusted by the National Geodetic Survey in November 2004..
 AH7266.No vertical observational check was made to the station.
 AH7266
 AH7266.This Tidal Bench Mark is designated as VM 110
 AH7266.by the Center for Operational Oceanographic Products and Services.
 AH7266
 AH7266.The geoid height was determined by GEOID03.
 AH7266
 AH7266.The dynamic height is computed by dividing the NAVD 88
 AH7266.geopotential number by the normal gravity value computed on the
 AH7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7266.degrees latitude (g = 980.6199 gals.).
 AH7266
 AH7266.The modeled gravity was interpolated from observed gravity values.
 AH7266
 AH7266;                    North         East    Units  Estimated Accuracy
 AH7266;SPC NY C     -   481,260.      301,660.      MT  (+/- 180 meters Scaled)
 AH7266
 AH7266                          SUPERSEDED SURVEY CONTROL
 AH7266
 AH7266.No superseded survey control is available for this station.
 AH7266
 AH7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ254090(NAD 83)
 AH7266_MARKER: DB = BENCH MARK DISK
 AH7266_SETTING: 66 = SET IN ROCK OUTCROP
 AH7266_STAMPING: 1062 D 1984
 AH7266_MARK LOGO: NOS   
 AH7266_PROJECTION: FLUSH
 AH7266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7266+STABILITY: POSITION/ELEVATION WELL
 AH7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7266+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AH7266
 AH7266  HISTORY     - Date     Condition        Report By
 AH7266  HISTORY     - 1984     MONUMENTED       NOS
 AH7266  HISTORY     - 19950525 GOOD             NOS
 AH7266  HISTORY     - 19970722 GOOD             NOS
 AH7266  HISTORY     - 19980525 GOOD             NOS
 AH7266  HISTORY     - 20000928 GOOD             NOS
 AH7266  HISTORY     - 20010626 GOOD             NOS
 AH7266  HISTORY     - 20020814 GOOD             NOS
 AH7266  HISTORY     - 20050722 GOOD             USPSQD
 AH7266  HISTORY     - 20050809 GOOD             NGS
 AH7266
 AH7266                          STATION DESCRIPTION
 AH7266
 AH7266'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH7266'ON WELLESLEY ISLAND, AT THE ALEXANDRIA BAY COAST GUARD STATION.  BM IS
 AH7266'NORTHWEST OF THE FIRST Y-INTERSECTION AFTER MAIN GATE AT STONE WALL
 AH7266'FENCE.  Y-INTERSECTION IS OF THE DIVEWAY WHICH LEADS TO FOUR CAR
 AH7266'GARAGE AND RESIDENTIAL QUARTERS, 51.7 FEET (15.8 M) NORTHEAST OF
 AH7266'CENTER OF MAIN COAST GUARD DRIVEWAY, 32.2 FEET (9.8 M) SOUTHEAST OF
 AH7266'SOUTHWEST CORNER AND 22.7 FEET (6.9 M) SOUTH OF SOUTHEAST CORNER OF
 AH7266'FOUR CAR GARAGE, 21.8 FEET (6.6 M) NORTHEAST OF NORTH CORNER OF
 AH7266'CULVERT ON NORTHWEST SIDE ON DRIVEWAY TO GARAGE, BEING A DISK SET
 AH7266'FLUSH IN BEDROCK.
 AH7266
 AH7266                          STATION RECOVERY (1997)
 AH7266
 AH7266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH7266'RECOVERED AS DESCRIBED.
 AH7266
 AH7266                          STATION RECOVERY (1998)
 AH7266
 AH7266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH7266'RECOVERED AS DESCRIBED.
 AH7266
 AH7266                          STATION RECOVERY (2000)
 AH7266
 AH7266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH7266'RECOVERED AS DESCRIBED.
 AH7266
 AH7266                          STATION RECOVERY (2001)
 AH7266
 AH7266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH7266'RECOVERED AS DESCRIBED.
 AH7266
 AH7266                          STATION RECOVERY (2002)
 AH7266
 AH7266'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH7266'ON WELLESLEY ISLAND, AT THE ALEXANDRIA BAY COAST GUARD STATION.  BM IS
 AH7266'NORTHWEST OF THE FIRST Y-INTERSECTION AFTER MAIN GATE AT STONE WALL
 AH7266'FENCE.  Y-INTERSECTION IS OF THE DIVEWAY WHICH LEADS TO FOUR CAR
 AH7266'GARAGE AND RESIDENTIAL QUARTERS, 50.9 FEET (15.5 M) NNE OF CENTER OF
 AH7266'MAIN COAST GUARD DRIVEWAY, 32.2 FEET (9.8 M) SOUTHEAST OF SOUTHWEST
 AH7266'CORNER AND 22.7 FEET (6.9 M) SOUTH OF SOUTHEAST CORNER OF FOUR CAR
 AH7266'GARAGE, 22.8 FEET (6.9 M) NORTHEAST OF NORTH CORNER OF CULVERT ON
 AH7266'NORTHWEST SIDE ON DRIVEWAY TO GARAGE, BEING A DISK SET FLUSH IN
 AH7266'BEDROCK.
 AH7266
 AH7266                          STATION RECOVERY (2005)
 AH7266
 AH7266'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 AH7266'RECOVERED IN GOOD CONDITION.
 AH7266
 AH7266                          STATION RECOVERY (2005)
 AH7266
 AH7266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH7266'MARK IS 2.1 M SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7149 ***********************************************************************
 DG7149  DESIGNATION -  831 1062 DEE
 DG7149  PID         -  DG7149
 DG7149  STATE/COUNTY-  NY/JEFFERSON
 DG7149  USGS QUAD   -  ALEXANDRIA BAY (1982)
 DG7149
 DG7149                         *CURRENT SURVEY CONTROL
 DG7149  ___________________________________________________________________
 DG7149* NAD 83(1986)-  44 18 28.     (N)    075 59 03.     (W)     SCALED    
 DG7149* NAVD 88     -        84.461  (meters)     277.10   (feet)  ADJUSTED  
 DG7149  ___________________________________________________________________
 DG7149  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DG7149  DYNAMIC HT  -          84.452 (meters)     277.07  (feet)  COMP
 DG7149  MODELED GRAV-     980,501.3   (mgal)                       NAVD 88
 DG7149
 DG7149  VERT ORDER  -  SECOND    CLASS I
 DG7149
 DG7149.The horizontal coordinates were scaled from a topographic map and have
 DG7149.an estimated accuracy of +/- 6 seconds.
 DG7149
 DG7149.The orthometric height was determined by differential leveling
 DG7149.and adjusted by the National Geodetic Survey in November 2004..
 DG7149
 DG7149.The geoid height was determined by GEOID03.
 DG7149
 DG7149.The dynamic height is computed by dividing the NAVD 88
 DG7149.geopotential number by the normal gravity value computed on the
 DG7149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7149.degrees latitude (g = 980.6199 gals.).
 DG7149
 DG7149.The modeled gravity was interpolated from observed gravity values.
 DG7149
 DG7149;                    North         East    Units  Estimated Accuracy
 DG7149;SPC NY C     -   478,640.      297,810.      MT  (+/- 180 meters Scaled)
 DG7149
 DG7149                          SUPERSEDED SURVEY CONTROL
 DG7149
 DG7149.No superseded survey control is available for this station.
 DG7149
 DG7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ215065(NAD 83)
 DG7149_MARKER: DB = BENCH MARK DISK
 DG7149_SETTING: 66 = SET IN ROCK OUTCROP
 DG7149_STAMPING: DEE 1981
 DG7149_MARK LOGO: NOS   
 DG7149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7149+STABILITY: POSITION/ELEVATION WELL
 DG7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7149+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DG7149
 DG7149  HISTORY     - Date     Condition        Report By
 DG7149  HISTORY     - 1981     MONUMENTED       NOS
 DG7149  HISTORY     - 19980525 GOOD             NOS
 DG7149  HISTORY     - 20000928 GOOD             NOS
 DG7149  HISTORY     - 20010626 GOOD             NOS
 DG7149  HISTORY     - 20020815 GOOD             NOS
 DG7149  HISTORY     - 20050822 GOOD             USPSQD
 DG7149
 DG7149                          STATION DESCRIPTION
 DG7149
 DG7149'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (CAP)
 DG7149'ON WELLESLEY ISLAND, 0.55 MILE (0.89 KM) SOUTH ALONG COUNTY ROUTE 191
 DG7149'FROM ITS INTERSECTION WITH THE OFF RAMP EXIT NO.  51  ISLAND STATE
 DG7149'PARK FROM INTERSTATE HIGHWAY 81 (FIRST OFF RAMP NORTH OF THE THOUSAND
 DG7149'ISLAND BRIDGE) , IN THE NORTHEAST CORNER OF THE INTERSECTION OF COUNTY
 DG7149'ROUTE 191 AND COUNTY ROUTE 100 (ISLAND ROAD) , ON THE EAST SIDE AND AT
 DG7149'THE NORTH END OF THE THOUSAND ISLAND BRIDGE, 88.6 FEET (27.0 M) EAST
 DG7149'NORTEAST OF THE CENTER LINE OF COUNTY ROUTE 191, 71.5 FEET (21.8 M)
 DG7149'WEST NORTHWEST OF COUNTY ROUTE 100 (ISLAND ROAD) , 40.0 FEET (12.2 M)
 DG7149'SOUTH SOUTHWEST OF NYT POLE NO.  6, 1.5 FEET (0.5 M) SOUTHEAST OF A
 DG7149'WITNESS POST, IN TOP OF AND FLUSH WITH THE GROUND OF AN EXPOSED
 DG7149'SECTION OF ROCK OUTCROPPING.
 DG7149
 DG7149                          STATION RECOVERY (2000)
 DG7149
 DG7149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 DG7149'RECOVERED AS DESCRIBED, BUT NOT LEVELED TO.
 DG7149
 DG7149                          STATION RECOVERY (2001)
 DG7149
 DG7149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 DG7149'RECOVERED AS DESCRIBED.
 DG7149
 DG7149                          STATION RECOVERY (2002)
 DG7149
 DG7149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 DG7149'RECOVERED AS DESCRIBED.
 DG7149
 DG7149                          STATION RECOVERY (2005)
 DG7149
 DG7149'RECOVERY NOTE BY US POWER SQUADRON 2005 (SYR)
 DG7149'1.5 FEET SOUTHEAST OF A FADED ORANGE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7267 ***********************************************************************
 AH7267  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7267  DESIGNATION -  831 1062 E
 AH7267  PID         -  AH7267
 AH7267  STATE/COUNTY-  NY/JEFFERSON
 AH7267  USGS QUAD   -  ALEXANDRIA BAY (1982)
 AH7267
 AH7267                         *CURRENT SURVEY CONTROL
 AH7267  ___________________________________________________________________
 AH7267* NAD 83(1986)-  44 19 55.     (N)    075 56 25.     (W)     SCALED    
 AH7267* NAVD 88     -        84.347  (meters)     276.73   (feet)  ADJUSTED  
 AH7267  ___________________________________________________________________
 AH7267  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AH7267  DYNAMIC HT  -          84.337 (meters)     276.70  (feet)  COMP
 AH7267  MODELED GRAV-     980,504.7   (mgal)                       NAVD 88
 AH7267
 AH7267  VERT ORDER  -  SECOND    CLASS I
 AH7267
 AH7267.The horizontal coordinates were scaled from a topographic map and have
 AH7267.an estimated accuracy of +/- 6 seconds.
 AH7267
 AH7267.The orthometric height was determined by differential leveling
 AH7267.and adjusted by the National Geodetic Survey in November 2004..
 AH7267.No vertical observational check was made to the station.
 AH7267
 AH7267.This Tidal Bench Mark is designated as VM 109
 AH7267.by the Center for Operational Oceanographic Products and Services.
 AH7267
 AH7267.The geoid height was determined by GEOID03.
 AH7267
 AH7267.The dynamic height is computed by dividing the NAVD 88
 AH7267.geopotential number by the normal gravity value computed on the
 AH7267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7267.degrees latitude (g = 980.6199 gals.).
 AH7267
 AH7267.The modeled gravity was interpolated from observed gravity values.
 AH7267
 AH7267;                    North         East    Units  Estimated Accuracy
 AH7267;SPC NY C     -   481,350.      301,290.      MT  (+/- 180 meters Scaled)
 AH7267
 AH7267                          SUPERSEDED SURVEY CONTROL
 AH7267
 AH7267.No superseded survey control is available for this station.
 AH7267
 AH7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ250091(NAD 83)
 AH7267_MARKER: DB = BENCH MARK DISK
 AH7267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7267_STAMPING: 1062 E 1991
 AH7267_MARK LOGO: NOS   
 AH7267_PROJECTION: FLUSH
 AH7267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7267_ROD/PIPE-DEPTH: 4.9  meters
 AH7267
 AH7267  HISTORY     - Date     Condition        Report By
 AH7267  HISTORY     - 1991     MONUMENTED       NOS
 AH7267  HISTORY     - 19950525 GOOD             NOS
 AH7267  HISTORY     - 19970722 GOOD             NOS
 AH7267  HISTORY     - 19980525 GOOD             NOS
 AH7267  HISTORY     - 20000928 GOOD             NOS
 AH7267  HISTORY     - 20010626 GOOD             NOS
 AH7267  HISTORY     - 20020814 GOOD             NOS
 AH7267  HISTORY     - 20050809 GOOD             NGS
 AH7267
 AH7267                          STATION DESCRIPTION
 AH7267
 AH7267'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH7267'ON WELLESLEY ISLAND, ON NORTHEAST SIDE OF LANDON ROAD APPROXIMATELY
 AH7267'0.3 MILES (0.5 KM) SOUTH FROM THE JUNCTION OF LANDON AND ISLAND ROADS,
 AH7267'157.0 FEET (47.9 M) SOUTHEAST OF DRIVEWAY LEADNG TO PRIVATE PROPETY OF
 AH7267'CAPT.  FRANK, 20.7 FEET (6.3 M) NE OF CENTERLINE OF LANDON ROAD, 2.5
 AH7267'FEET (0.8 M) WEST OF NYT POWER POLE NUMBER 7, 1.5 FEET (0.5 M) WEST
 AH7267'NORTHWEST OF ORANGE WITNESS POST, BEING A DISK CRIMPTED TO A STAINLESS
 AH7267'STEEL ROD DRIVEN 16 FEET (4.9 M) TO REFUSAL.  ACCESSED THROUGH AN
 AH7267'METAL COVER.
 AH7267
 AH7267                          STATION RECOVERY (1997)
 AH7267
 AH7267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH7267'RECOVERED AS DESCRIBED.
 AH7267
 AH7267                          STATION RECOVERY (1998)
 AH7267
 AH7267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH7267'RECOVERED AS DESCRIBED.
 AH7267
 AH7267                          STATION RECOVERY (2000)
 AH7267
 AH7267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH7267'RECOVERED AS DESCRIBED.
 AH7267
 AH7267                          STATION RECOVERY (2001)
 AH7267
 AH7267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH7267'RECOVERED AS DESCRIBED.
 AH7267
 AH7267                          STATION RECOVERY (2002)
 AH7267
 AH7267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH7267'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE. 18.5 FEET (5.6
 AH7267'M) NE OF CENTERLINE OF LANDON ROAD.
 AH7267
 AH7267                          STATION RECOVERY (2005)
 AH7267
 AH7267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH7267'MARK IS 0.7 M WEST OF WITNESS POST NEXT TO POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7264 ***********************************************************************
 AH7264  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7264  DESIGNATION -  831 1062 GOLF
 AH7264  PID         -  AH7264
 AH7264  STATE/COUNTY-  NY/JEFFERSON
 AH7264  USGS QUAD   -  ALEXANDRIA BAY (1982)
 AH7264
 AH7264                         *CURRENT SURVEY CONTROL
 AH7264  ___________________________________________________________________
 AH7264* NAD 83(1986)-  44 20 05.     (N)    075 56 36.     (W)     SCALED    
 AH7264* NAVD 88     -        82.704  (meters)     271.34   (feet)  ADJUSTED  
 AH7264  ___________________________________________________________________
 AH7264  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AH7264  DYNAMIC HT  -          82.695 (meters)     271.31  (feet)  COMP
 AH7264  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 AH7264
 AH7264  VERT ORDER  -  SECOND    CLASS I
 AH7264
 AH7264.The horizontal coordinates were scaled from a topographic map and have
 AH7264.an estimated accuracy of +/- 6 seconds.
 AH7264
 AH7264.The orthometric height was determined by differential leveling
 AH7264.and adjusted by the National Geodetic Survey in November 2004..
 AH7264.No vertical observational check was made to the station.
 AH7264
 AH7264.This Tidal Bench Mark is designated as VM 266
 AH7264.by the Center for Operational Oceanographic Products and Services.
 AH7264
 AH7264.The geoid height was determined by GEOID03.
 AH7264
 AH7264.The dynamic height is computed by dividing the NAVD 88
 AH7264.geopotential number by the normal gravity value computed on the
 AH7264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7264.degrees latitude (g = 980.6199 gals.).
 AH7264
 AH7264.The modeled gravity was interpolated from observed gravity values.
 AH7264
 AH7264;                    North         East    Units  Estimated Accuracy
 AH7264;SPC NY C     -   481,660.      301,040.      MT  (+/- 180 meters Scaled)
 AH7264
 AH7264                          SUPERSEDED SURVEY CONTROL
 AH7264
 AH7264.No superseded survey control is available for this station.
 AH7264
 AH7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ247094(NAD 83)
 AH7264_MARKER: DB = BENCH MARK DISK
 AH7264_SETTING: 66 = SET IN ROCK OUTCROP
 AH7264_STAMPING: GOLF 1981
 AH7264_MARK LOGO: NOS   
 AH7264_PROJECTION: FLUSH
 AH7264_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7264+STABILITY: POSITION/ELEVATION WELL
 AH7264
 AH7264  HISTORY     - Date     Condition        Report By
 AH7264  HISTORY     - 1981     MONUMENTED       NOS
 AH7264  HISTORY     - 19950525 GOOD             NOS
 AH7264  HISTORY     - 19970722 GOOD             NOS
 AH7264  HISTORY     - 19980525 GOOD             NOS
 AH7264  HISTORY     - 20000928 GOOD             NOS
 AH7264  HISTORY     - 20010626 GOOD             NOS
 AH7264  HISTORY     - 20020814 GOOD             NOS
 AH7264  HISTORY     - 20050722 GOOD             USPSQD
 AH7264  HISTORY     - 20050809 GOOD             NGS
 AH7264
 AH7264                          STATION DESCRIPTION
 AH7264
 AH7264'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH7264'ON WELLESLEY ISLAND, APPROXIMATELY 3.1 MILES (5.0 KM) EAST ALONG
 AH7264'ISLAND ROAD FROM THE NORTH END OF THE THOUSAND ISLAND BRIDGE, AT THE
 AH7264'THOUSAND ISLAND RESORT GOLF COURSE, APPROXIMATELY 390 FEET (118.9 M)
 AH7264'WEST-NORTHWEST OF THE JUNCTION OF ISLAND AND LANDON ROADS (LANDON ROAD
 AH7264'LEADS SOUTHEAST TO THE ALEXANDRIA BAY COAST GUARD STATION), 102 FEET
 AH7264'(31.1 M) NORTHWEST OF CENTERLINE OF ISLAND ROAD, 88.5 FEET (27.0 M)
 AH7264'NORTH-NORTHWEST OF NYT POLE NUMBER 41 (COMBINED TELEPHONE/ELECTRIC),
 AH7264'89.0 FEET (27.1 M) EAST-SOUTHEAST OF SOUTHEAST CORNER OF NUMBER 5 TEE,
 AH7264'A DISK SET INTO A DRILL HOLE IN A LARGE BEDROCK OUTCROPPING ABOUT
 AH7264'LEVEL WITH ISLAND ROAD.
 AH7264
 AH7264                          STATION RECOVERY (1997)
 AH7264
 AH7264'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH7264'RECOVERED AS DESCRIBED.  NOTE-- CHECK IN WITH GOLF COURSE REQUIRED
 AH7264'BEFORE SURVEYING.
 AH7264
 AH7264                          STATION RECOVERY (1998)
 AH7264
 AH7264'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH7264'RECOVERED AS DESCRIBED.
 AH7264
 AH7264                          STATION RECOVERY (2000)
 AH7264
 AH7264'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH7264'RECOVERED AS DESCRIBED, BUT NOT LEVELED TO.
 AH7264
 AH7264                          STATION RECOVERY (2001)
 AH7264
 AH7264'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH7264'RECOVERED AS DESCRIBED.
 AH7264
 AH7264                          STATION RECOVERY (2002)
 AH7264
 AH7264'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH7264'RECOVERED AS DESCRIBED. NOTE--SHOULD BE 89.0 FT (27.1 M)
 AH7264'EAST-SOUTHEAST OF SOUTHEAST CORNER OF NUMBER 8 TEE NOT NUMBER 5.
 AH7264
 AH7264                          STATION RECOVERY (2005)
 AH7264
 AH7264'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 AH7264'RECOVERED IN GOOD CONDITION.
 AH7264
 AH7264                          STATION RECOVERY (2005)
 AH7264
 AH7264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH7264'NUMBER 5 TEE IS NOW NUMBER 8 TEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG7148 ***********************************************************************
 DG7148  DESIGNATION -  831 1062 JAMISON
 DG7148  PID         -  DG7148
 DG7148  STATE/COUNTY-  NY/JEFFERSON
 DG7148  USGS QUAD   -  ALEXANDRIA BAY (1982)
 DG7148
 DG7148                         *CURRENT SURVEY CONTROL
 DG7148  ___________________________________________________________________
 DG7148* NAD 83(1986)-  44 18 45.     (N)    075 58 29.     (W)     SCALED    
 DG7148* NAVD 88     -        81.837  (meters)     268.49   (feet)  ADJUSTED  
 DG7148  ___________________________________________________________________
 DG7148  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DG7148  DYNAMIC HT  -          81.827 (meters)     268.46  (feet)  COMP
 DG7148  MODELED GRAV-     980,501.9   (mgal)                       NAVD 88
 DG7148
 DG7148  VERT ORDER  -  SECOND    CLASS I
 DG7148
 DG7148.The horizontal coordinates were scaled from a topographic map and have
 DG7148.an estimated accuracy of +/- 6 seconds.
 DG7148
 DG7148.The orthometric height was determined by differential leveling
 DG7148.and adjusted by the National Geodetic Survey in November 2004..
 DG7148.No vertical observational check was made to the station.
 DG7148
 DG7148.The geoid height was determined by GEOID03.
 DG7148
 DG7148.The dynamic height is computed by dividing the NAVD 88
 DG7148.geopotential number by the normal gravity value computed on the
 DG7148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7148.degrees latitude (g = 980.6199 gals.).
 DG7148
 DG7148.The modeled gravity was interpolated from observed gravity values.
 DG7148
 DG7148;                    North         East    Units  Estimated Accuracy
 DG7148;SPC NY C     -   479,170.      298,550.      MT  (+/- 180 meters Scaled)
 DG7148
 DG7148                          SUPERSEDED SURVEY CONTROL
 DG7148
 DG7148.No superseded survey control is available for this station.
 DG7148
 DG7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ222070(NAD 83)
 DG7148_MARKER: DB = BENCH MARK DISK
 DG7148_SETTING: 66 = SET IN ROCK OUTCROP
 DG7148_STAMPING: JAMISON 1981
 DG7148_MARK LOGO: NOS   
 DG7148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7148+STABILITY: POSITION/ELEVATION WELL
 DG7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7148+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2005
 DG7148
 DG7148  HISTORY     - Date     Condition        Report By
 DG7148  HISTORY     - 1981     MONUMENTED       NOS
 DG7148  HISTORY     - 19980525 GOOD             NOS
 DG7148  HISTORY     - 20000928 GOOD             NOS
 DG7148  HISTORY     - 20010626 GOOD             NOS
 DG7148  HISTORY     - 20020815 GOOD             NOS
 DG7148  HISTORY     - 20050904 GOOD             USPSQD
 DG7148
 DG7148                          STATION DESCRIPTION
 DG7148
 DG7148'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (CAP)
 DG7148'ON WELLESLEY ISLAND, 0.8 MILE (1.3 KM) EAST ALONG COUNTY ROUTE 100
 DG7148'(ISLAND ROAD) FROM ITS JUNCTION WITH COUNTY ROUTE 191, JUST EAST OF
 DG7148'THE NORTH END OF THE THOUSAND ISLAND BRIDGE, IN THE SOUTHWEST SECTION
 DG7148'OF THE INTERSECTION OF COUNTY ROUTE 100 (ISLAND ROAD) AND COUNTY ROUTE
 DG7148'100 A (OLD ISLAND ROAD) , 0.1 MILE (0.2 KM) EAST OF THE DRIVEWAY SOUTH
 DG7148'TO THE JAMISON COTTAGE, 174.5 FEET (53.2 M) SOUTH OF AND ACROSS
 DG7148'SECTION OF OLD ISLAND ROAD FROM CENTER LINE OF COUNTY ROUTE 100
 DG7148'(ISLAND ROAD) , 90.0 FEET (27.4 M) SOUTH SOUTHWEST AND ACROSS OLD
 DG7148'SECTION OF ISLAND ROAD FROM NYT POLE NO.  21, 53.0 FEET (16.2 M) SOUTH
 DG7148'OF CENTER OF DOUBLE YELLOW LINES IN SECTION OF OLD ISLAND ROAD, 23.6
 DG7148'FEET (7.2 M) EAST OF A NAIL AND WASHER IN FACE OF 12 INCH BLACK OAK
 DG7148'TREE, 3.5 FEET (1.1 M) NORTHWEST OF NAIL AND WASHER IN FACE OF A 8
 DG7148'INCH CEDAR TREE, 33.9 FEET (10.3 M) SOUTH OF A WITNESS POST, 1.5 FEET
 DG7148'(0.5 M) ABOVE THE LEVEL OF THE OLD ROAD AND IN THE BASE OF A LARGE
 DG7148'SECTION OF ROCK OUTCROPPING.
 DG7148
 DG7148                          STATION RECOVERY (2000)
 DG7148
 DG7148'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 DG7148'RECOVERED AS DESCRIBED, BUT NOT LEVELED TO.
 DG7148
 DG7148                          STATION RECOVERY (2001)
 DG7148
 DG7148'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 DG7148'RECOVERED AS DESCRIBED.
 DG7148
 DG7148                          STATION RECOVERY (2002)
 DG7148
 DG7148'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 DG7148'RECOVERED AS DESCRIBED.
 DG7148
 DG7148                          STATION RECOVERY (2005)
 DG7148
 DG7148'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLK)
 DG7148'MARK WAS RECOVERED UNDER ABOUT 2 INCHES OF FOREST LITTER AND MOSS
 DG7148'GROWING ON THE ROCK OUTCROPPING. THE NAIL AND WASHER IN THE BLACK OAK
 DG7148'TREE MENTIONED IN THE ABOVE DESCRIPTION IS NOW COUNTER SUNK IN THE
 DG7148'BARK APPROX 2 INCHES AS THE TREE HAS GROWN AROUND IT. THE NAIL AND
 DG7148'WASHER OF THE CEDAR TREE IS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH7263 ***********************************************************************
 AH7263  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7263  DESIGNATION -  831 1062 LAND
 AH7263  PID         -  AH7263
 AH7263  STATE/COUNTY-  NY/JEFFERSON
 AH7263  USGS QUAD   -  ALEXANDRIA BAY (1982)
 AH7263
 AH7263                         *CURRENT SURVEY CONTROL
 AH7263  ___________________________________________________________________
 AH7263* NAD 83(1986)-  44 19 49.     (N)    075 56 24.     (W)     SCALED    
 AH7263* NAVD 88     -        86.179  (meters)     282.74   (feet)  ADJUSTED  
 AH7263  ___________________________________________________________________
 AH7263  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AH7263  DYNAMIC HT  -          86.169 (meters)     282.71  (feet)  COMP
 AH7263  MODELED GRAV-     980,504.6   (mgal)                       NAVD 88
 AH7263
 AH7263  VERT ORDER  -  SECOND    CLASS I
 AH7263
 AH7263.The horizontal coordinates were scaled from a topographic map and have
 AH7263.an estimated accuracy of +/- 6 seconds.
 AH7263
 AH7263.The orthometric height was determined by differential leveling
 AH7263.and adjusted by the National Geodetic Survey in November 2004..
 AH7263.No vertical observational check was made to the station.
 AH7263
 AH7263.This Tidal Bench Mark is designated as VM 116
 AH7263.by the Center for Operational Oceanographic Products and Services.
 AH7263
 AH7263.The geoid height was determined by GEOID03.
 AH7263
 AH7263.The dynamic height is computed by dividing the NAVD 88
 AH7263.geopotential number by the normal gravity value computed on the
 AH7263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7263.degrees latitude (g = 980.6199 gals.).
 AH7263
 AH7263.The modeled gravity was interpolated from observed gravity values.
 AH7263
 AH7263;                    North         East    Units  Estimated Accuracy
 AH7263;SPC NY C     -   481,160.      301,310.      MT  (+/- 180 meters Scaled)
 AH7263
 AH7263                          SUPERSEDED SURVEY CONTROL
 AH7263
 AH7263.No superseded survey control is available for this station.
 AH7263
 AH7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ250089(NAD 83)
 AH7263_MARKER: DB = BENCH MARK DISK
 AH7263_SETTING: 66 = SET IN ROCK OUTCROP
 AH7263_STAMPING: LAND 1981
 AH7263_MARK LOGO: NOS   
 AH7263_PROJECTION: FLUSH
 AH7263_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7263+STABILITY: POSITION/ELEVATION WELL
 AH7263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7263+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AH7263
 AH7263  HISTORY     - Date     Condition        Report By
 AH7263  HISTORY     - 1981     MONUMENTED       NOS
 AH7263  HISTORY     - 19950525 GOOD             NOS
 AH7263  HISTORY     - 19970722 GOOD             NOS
 AH7263  HISTORY     - 19980525 GOOD             NOS
 AH7263  HISTORY     - 20000928 GOOD             NOS
 AH7263  HISTORY     - 20010626 GOOD             NOS
 AH7263  HISTORY     - 20020814 GOOD             NOS
 AH7263  HISTORY     - 20050722 GOOD             USPSQD
 AH7263  HISTORY     - 20050809 GOOD             NGS
 AH7263
 AH7263                          STATION DESCRIPTION
 AH7263
 AH7263'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH7263'ON WELLESLEY ISLAND, O.4 MILES SOUTH OF THE JUNCTION OF LANDON AND
 AH7263'ISLAND ROADS, AT THE ENTRANCE TO THE ALEXANDRIA BAY COAST GUARD
 AH7263'STATION, 0.2 MILES (0.3 KM) WEST OF STATION HEADQUARTERS BUILDING,
 AH7263'92.0 FEET (28.0 M) EAST OF CENTERLINE OF JUCTION OF LANDON AND ROAD TO
 AH7263'STATION, 36.9 FEET (11.2 M) EAST OF EAST END OF A 12-FOOT OVAL STONE
 AH7263'FLOWER BED, 14.0 FEET (4.3 M) SE OF THE CENTERLINE OF ROAD LEADING TO
 AH7263'THE ALEXANDRIA BAY COAST GUARD BASE, A DISK SET INTO A DRILL HOLE IN
 AH7263'BEDROCK 1 FOOT (0.3 M) ABOVE ROAD LEADING TO STATION.
 AH7263
 AH7263                          STATION RECOVERY (1997)
 AH7263
 AH7263'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH7263'RECOVERED AS DESCRIBED.
 AH7263
 AH7263                          STATION RECOVERY (1998)
 AH7263
 AH7263'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH7263'RECOVERED AS DESCRIBED.
 AH7263
 AH7263                          STATION RECOVERY (2000)
 AH7263
 AH7263'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH7263'RECOVERED AS DESCRIBED.
 AH7263
 AH7263                          STATION RECOVERY (2001)
 AH7263
 AH7263'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH7263'RECOVERED AS DESCRIBED.
 AH7263
 AH7263                          STATION RECOVERY (2002)
 AH7263
 AH7263'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH7263'ON WELLESLEY ISLAND, O.4 MILES SOUTH OF THE JUNCTION OF LANDON AND
 AH7263'ISLAND ROADS, AT THE ENTRANCE TO THE ALEXANDRIA BAY COAST GUARD
 AH7263'STATION, 0.2 MILES (0.3 KM) WEST OF STATION HEADQUARTERS BUILDING,
 AH7263'92.0 FEET (28.0 M) EAST OF CENTERLINE OF JUCTION OF LANDON AND ROAD TO
 AH7263'STATION, 37.1 FEET (11.3 M) EAST OF EAST END OF A 12-FOOT OVAL STONE
 AH7263'FLOWER BED, 12.50 FEET (3.81 M) SOUTHEAST OF THE CENTERLINE OF ROAD
 AH7263'LEAING TO COAST GUARD BASE, A DISK SET INTO A DRILL HOLE IN BEDROCK ON
 AH7263'THE SOUTH SIDE OF THE ROAD, 1 FOOT (0.3 M) ABOVE ROAD LEADING TO
 AH7263'STATION.
 AH7263
 AH7263                          STATION RECOVERY (2005)
 AH7263
 AH7263'RECOVERY NOTE BY US POWER SQUADRON 2005 (VC)
 AH7263'RECOVERED IN GOOD CONDITION.
 AH7263
 AH7263                          STATION RECOVERY (2005)
 AH7263
 AH7263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH7263'MARK IS 3.5 M SOUTHWEST OF WITNESS POST NAILED TO TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7816 ***********************************************************************
 DE7816  FBN         -  This is a Federal Base Network Control Station.
 DE7816  TIDAL BM    -  This is a Tidal Bench Mark.
 DE7816  DESIGNATION -  831 1062 LMN
 DE7816  PID         -  DE7816
 DE7816  STATE/COUNTY-  NY/JEFFERSON
 DE7816  USGS QUAD   -  ALEXANDRIA BAY (1982)
 DE7816
 DE7816                         *CURRENT SURVEY CONTROL
 DE7816  ___________________________________________________________________
 DE7816* NAD 83(1996)-  44 19 22.51675(N)    075 57 25.52600(W)     ADJUSTED  
 DE7816* NAVD 88     -        83.240  (meters)     273.10   (feet)  ADJUSTED  
 DE7816  ___________________________________________________________________
 DE7816  X           -   1,109,028.338 (meters)                     COMP
 DE7816  Y           -  -4,433,920.897 (meters)                     COMP
 DE7816  Z           -   4,433,867.085 (meters)                     COMP
 DE7816  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 DE7816  ELLIP HEIGHT-          49.86  (meters)          (09/18/02) GPS OBS
 DE7816  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DE7816  DYNAMIC HT  -          83.231 (meters)     273.07  (feet)  COMP
 DE7816  MODELED GRAV-     980,503.4   (mgal)                       NAVD 88
 DE7816
 DE7816  HORZ ORDER  -  A
 DE7816  VERT ORDER  -  SECOND    CLASS I
 DE7816  ELLP ORDER  -  FOURTH    CLASS II
 DE7816
 DE7816.The horizontal coordinates were established by GPS observations
 DE7816.and adjusted by the National Geodetic Survey in September 2002..
 DE7816
 DE7816.The orthometric height was determined by differential leveling
 DE7816.and adjusted by the National Geodetic Survey in November 2004..
 DE7816.No vertical observational check was made to the station.
 DE7816
 DE7816.This Tidal Bench Mark is designated as VM 16981
 DE7816.by the Center for Operational Oceanographic Products and Services.
 DE7816
 DE7816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7816
 DE7816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7816
 DE7816.The ellipsoidal height was determined by GPS observations
 DE7816.and is referenced to NAD 83.
 DE7816
 DE7816.The geoid height was determined by GEOID03.
 DE7816
 DE7816.The dynamic height is computed by dividing the NAVD 88
 DE7816.geopotential number by the normal gravity value computed on the
 DE7816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7816.degrees latitude (g = 980.6199 gals.).
 DE7816
 DE7816.The modeled gravity was interpolated from observed gravity values.
 DE7816
 DE7816;                    North         East     Units Scale Factor Converg.
 DE7816;SPC NY C     -   480,335.600   299,952.224   MT  0.99996818   +0 26 15.2
 DE7816;SPC NY C     - 1,575,901.05    984,093.25   sFT  0.99996818   +0 26 15.2
 DE7816;UTM  18      - 4,908,185.399   423,683.435   MT  0.99967163   -0 40 07.5
 DE7816
 DE7816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7816!SPC NY C     -   0.99999218  x   0.99996818  =   0.99996036
 DE7816!UTM  18      -   0.99999218  x   0.99967163  =   0.99966381
 DE7816
 DE7816                          SUPERSEDED SURVEY CONTROL
 DE7816
 DE7816.No superseded survey control is available for this station.
 DE7816
 DE7816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2368308185(NAD 83)
 DE7816_MARKER: DB = BENCH MARK DISK
 DE7816_SETTING: 66 = SET IN ROCK OUTCROP
 DE7816_STAMPING: L.M.N. 1998
 DE7816_MARK LOGO: NOS   
 DE7816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE7816+STABILITY: POSITION/ELEVATION WELL
 DE7816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7816+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE7816
 DE7816  HISTORY     - Date     Condition        Report By
 DE7816  HISTORY     - 1998     MONUMENTED       NOS
 DE7816  HISTORY     - 19980525 GOOD             NOS
 DE7816  HISTORY     - 20000928 GOOD             NOS
 DE7816  HISTORY     - 20001211 GOOD             NGS
 DE7816  HISTORY     - 20010626 GOOD             NOS
 DE7816  HISTORY     - 20020815 GOOD             NOS
 DE7816  HISTORY     - 20050809 GOOD             NGS
 DE7816
 DE7816                          STATION DESCRIPTION
 DE7816
 DE7816'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (CAP)
 DE7816'RECOVERED AS DESCRIBED.
 DE7816
 DE7816                          STATION RECOVERY (2000)
 DE7816
 DE7816'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 DE7816'RECOVERED AS DESCRIBED, BUT NO LEVELED.
 DE7816
 DE7816                          STATION RECOVERY (2000)
 DE7816
 DE7816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 DE7816'STATION IS ON WELLESLEY ISLAND, 1.1 MI (1.8 KM) EAST ALONG COUNTY
 DE7816'ROUTE 100.  TO REACH FROM TOLL BOOTH AT 1000 ISLAND BRIDGE ON
 DE7816'INTERSTATE 81, GO NORTH OVER BRIDGE 1.40 MI (2.25 KM) TO EXIT 51 ON
 DE7816'WELLESLEY ISLAND, EXIT BEAR SOUTHEAST ON COUNTY ROUTE 191 FOR 0.50 MI
 DE7816'(0.80 KM) TO A T JUNCTION.  TURN LEFT (NORTHEAST ON COUNTY ROUTE 100
 DE7816'(ISLAND ROAD) ), WHICH LEADS TO THE ALEXANDER BAY COAST GUARD STATION.
 DE7816'CONTINUE ON COUNTY ROUTE 100 FOR 1.90 MI (3.06 KM) TO THE INTERSECTION
 DE7816'OF DEER POINT ROAD.  THE STATION IS LOCATED 253.0FT EAST OF THE CENTER
 DE7816'LINE OF DEER POINT ROAD, 55.3 FEET (16.9 M) NORTH OF THE CENTER LINE
 DE7816'OF COUNTY ROUTE 100 (ISLAND ROAD) , 26.3 FT (8.0 M) WEST SOUTHWEST OF
 DE7816'A NAIL AND WASHER IN 6 INCH TREE, 2.2 FT (0.7 M) SOUTH OF ORANGE NOAA
 DE7816'WITNESS POST.  THE STATION IS SET IN THE TOP OF A ROCK OUTCROPPING 5
 DE7816'FT (1.5 M) X 6 FT (1.8 M) EXPOSED 8 IN ABOVE THE GROUND AND 2.0 FT
 DE7816'(0.6 M) BELOW THE SURFACE OF THE ROAD.
 DE7816
 DE7816                          STATION RECOVERY (2001)
 DE7816
 DE7816'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 DE7816'RECOVERED AS DESCRIBED.
 DE7816
 DE7816                          STATION RECOVERY (2002)
 DE7816
 DE7816'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 DE7816'RECOVERED AS DESCRIBED.
 DE7816
 DE7816                          STATION RECOVERY (2005)
 DE7816
 DE7816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 DE7816'MARK IS CEMENTED IN DRILL HOLE WITH ADDED LIQUID STEEL SOLDER AS FILL
 DE7816'IN COUNTERBORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0080 ***********************************************************************
 NC0080  DESIGNATION -  83.74
 NC0080  PID         -  NC0080
 NC0080  STATE/COUNTY-  NY/CATTARAUGUS
 NC0080  USGS QUAD   -  DELEVAN (1979)
 NC0080
 NC0080                         *CURRENT SURVEY CONTROL
 NC0080  ___________________________________________________________________
 NC0080* NAD 83(1986)-  42 24 30.     (N)    078 29 03.     (W)     SCALED    
 NC0080* NAVD 88     -       500.83   (+/-2cm)    1643.1    (feet)  VERTCON   
 NC0080  ___________________________________________________________________
 NC0080  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 NC0080
 NC0080  VERT ORDER  -  THIRD (See Below)
 NC0080
 NC0080.The horizontal coordinates were scaled from a topographic map and have
 NC0080.an estimated accuracy of +/- 6 seconds.
 NC0080
 NC0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0080.The vertical order pertains to the NGVD 29 superseded value.
 NC0080
 NC0080.The geoid height was determined by GEOID03.
 NC0080
 NC0080;                    North         East    Units  Estimated Accuracy
 NC0080;SPC NY W     -   267,450.      358,160.      MT  (+/- 180 meters Scaled)
 NC0080
 NC0080                          SUPERSEDED SURVEY CONTROL
 NC0080
 NC0080  NGVD 29 (??/??/??)  500.99   (m)         1643.7    (f) RESET       3  
 NC0080
 NC0080.Superseded values are not recommended for survey control.
 NC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0080.See file dsdata.txt to determine how the superseded data were derived.
 NC0080
 NC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG070981(NAD 83)
 NC0080_MARKER: Z = SEE DESCRIPTION
 NC0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0080_SP_SET: BRIDGE
 NC0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0080
 NC0080  HISTORY     - Date     Condition        Report By
 NC0080  HISTORY     - UNK      MONUMENTED       BORR
 NC0080  HISTORY     - 1963     GOOD             NGS
 NC0080
 NC0080                          STATION DESCRIPTION
 NC0080
 NC0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NC0080'IN MACHIAS JUNCTION.
 NC0080'ON BRIDGE 83.74, ON BRIDGE SEAT OF NORTH ABUTMENT, ON RIGHT SIDE OF
 NC0080'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0275 ***********************************************************************
 OE0275  DESIGNATION -  838
 OE0275  PID         -  OE0275
 OE0275  STATE/COUNTY-  NY/SARATOGA
 OE0275  USGS QUAD   -  GALWAY (1970)
 OE0275
 OE0275                         *CURRENT SURVEY CONTROL
 OE0275  ___________________________________________________________________
 OE0275* NAD 83(1986)-  43 01 06.     (N)    074 01 51.     (W)     SCALED    
 OE0275* NAVD 88     -       255.343  (meters)     837.74   (feet)  ADJUSTED  
 OE0275  ___________________________________________________________________
 OE0275  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 OE0275  DYNAMIC HT  -         255.274 (meters)     837.51  (feet)  COMP
 OE0275  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 OE0275
 OE0275  VERT ORDER  -  SECOND    CLASS 0
 OE0275
 OE0275.The horizontal coordinates were scaled from a topographic map and have
 OE0275.an estimated accuracy of +/- 6 seconds.
 OE0275
 OE0275.The orthometric height was determined by differential leveling
 OE0275.and adjusted by the National Geodetic Survey in June 1991..
 OE0275
 OE0275.The geoid height was determined by GEOID03.
 OE0275
 OE0275.The dynamic height is computed by dividing the NAVD 88
 OE0275.geopotential number by the normal gravity value computed on the
 OE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0275.degrees latitude (g = 980.6199 gals.).
 OE0275
 OE0275.The modeled gravity was interpolated from observed gravity values.
 OE0275
 OE0275;                    North         East    Units  Estimated Accuracy
 OE0275;SPC NY E     -   464,820.      188,240.      MT  (+/- 180 meters Scaled)
 OE0275
 OE0275                          SUPERSEDED SURVEY CONTROL
 OE0275
 OE0275  NGVD 29 (??/??/92)  255.487  (m)          838.21   (f) ADJ UNCH    2 0
 OE0275
 OE0275.Superseded values are not recommended for survey control.
 OE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0275.See file dsdata.txt to determine how the superseded data were derived.
 OE0275
 OE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN789633(NAD 83)
 OE0275_MARKER: DB = BENCH MARK DISK
 OE0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0275_SP_SET: BUILDING
 OE0275_STAMPING: ALBANY 838
 OE0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0275
 OE0275  HISTORY     - Date     Condition        Report By
 OE0275  HISTORY     - UNK      MONUMENTED       USGS
 OE0275  HISTORY     - 1942     GOOD             NGS
 OE0275  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OE0275  HISTORY     - 19981005 MARK NOT FOUND   USPSQD
 OE0275
 OE0275                          STATION DESCRIPTION
 OE0275
 OE0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0275'IN GALWAY.
 OE0275'AT GALWAY, 0.1 MILE SOUTH ALONG STATE HIGHWAY NO. 147 FROM THE POST
 OE0275'OFFICE, SET IN THE WEST FACE OF THE NORTHWEST CORNER OF THE CHURCH,
 OE0275'101 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 88 FEET SOUTH OF THE
 OE0275'CENTER-LINE OF THE ROAD LEADING EAST TO BALLSTON SPA, 5.7 FEET SOUTH
 OE0275'OF THE NORTHWEST CORNER OF THE BUILDING, 1 FOOT ABOVE GROUND. A U. S.
 OE0275'GEOLOGICAL SURVEY DISK SET VERTICALLY.
 OE0275
 OE0275                          STATION RECOVERY (1988)
 OE0275
 OE0275'RECOVERY NOTE BY US POWER SQUADRON 1988 (WJJ)
 OE0275'MARK NOT FOUND.
 OE0275
 OE0275                          STATION RECOVERY (1998)
 OE0275
 OE0275'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0377 ***********************************************************************
 NB0377  DESIGNATION -  840 USGS
 NB0377  PID         -  NB0377
 NB0377  STATE/COUNTY-  NY/CHEMUNG
 NB0377  USGS QUAD   -  WAVERLY (1978)
 NB0377
 NB0377                         *CURRENT SURVEY CONTROL
 NB0377  ___________________________________________________________________
 NB0377* NAD 83(1986)-  42 00 03.     (N)    076 32 21.     (W)     SCALED    
 NB0377* NAVD 88     -       255.784  (meters)     839.18   (feet)  ADJUSTED  
 NB0377  ___________________________________________________________________
 NB0377  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0377  DYNAMIC HT  -         255.682 (meters)     838.85  (feet)  COMP
 NB0377  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 NB0377
 NB0377  VERT ORDER  -  FIRST     CLASS II
 NB0377
 NB0377.The horizontal coordinates were scaled from a topographic map and have
 NB0377.an estimated accuracy of +/- 6 seconds.
 NB0377
 NB0377.The orthometric height was determined by differential leveling
 NB0377.and adjusted by the National Geodetic Survey in June 1991..
 NB0377
 NB0377.The geoid height was determined by GEOID03.
 NB0377
 NB0377.The dynamic height is computed by dividing the NAVD 88
 NB0377.geopotential number by the normal gravity value computed on the
 NB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0377.degrees latitude (g = 980.6199 gals.).
 NB0377
 NB0377.The modeled gravity was interpolated from observed gravity values.
 NB0377
 NB0377;                    North         East    Units  Estimated Accuracy
 NB0377;SPC NY C     -   222,190.      253,660.      MT  (+/- 180 meters Scaled)
 NB0377
 NB0377                          SUPERSEDED SURVEY CONTROL
 NB0377
 NB0377  NGVD 29 (??/??/92)  255.956  (m)          839.75   (f) ADJ UNCH    1 2
 NB0377
 NB0377.Superseded values are not recommended for survey control.
 NB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0377.See file dsdata.txt to determine how the superseded data were derived.
 NB0377
 NB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM725510(NAD 83)
 NB0377_MARKER: DD = SURVEY DISK
 NB0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0377_SP_SET: WALL
 NB0377_STAMPING: 840 ALBANY 1898
 NB0377_MARK LOGO: USGS  
 NB0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0377
 NB0377  HISTORY     - Date     Condition        Report By
 NB0377  HISTORY     - 1898     MONUMENTED       USGS
 NB0377  HISTORY     - 1941     GOOD             NGS
 NB0377  HISTORY     - 1982     GOOD             NGS
 NB0377  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0377
 NB0377                          STATION DESCRIPTION
 NB0377
 NB0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB0377'AT WAVERLY.
 NB0377'AT WAVERLY, TIOGA COUNTY, ON BROAD STREET, IN THE NORTH WALL OF THE
 NB0377'CITY HALL, 14.9 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 NB0377'12.1 FEET SOUTH OF THE SOUTH CURB OF BROAD STREET, AND 4.3 FEET
 NB0377'ABOVE THE SIDEWALK. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NB0377'STAMPED 840 ALBANY 1898 AND SET VERTICALLY.
 NB0377
 NB0377                          STATION RECOVERY (1982)
 NB0377
 NB0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0377'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN WAVERLY, AT
 NB0377'THE JUNCTION OF BROAD AND PARK STREETS, SET VERTICALLY IN THE NORTH
 NB0377'FACE OF THE CENTER OF THE STONE BLOCK FOUNDATION OF THE FIRE
 NB0377'DEPARTMENT AND MUNICIPAL BUILDING, 4.75 METERS (15.6 FT) EAST OF THE
 NB0377'CENTER OF THE GLASS ENTRANCE DOORS OF THE MUNICIPAL BUILDING, 4.45
 NB0377'METERS (14.6 FT) WEST OF THE NORTHEAST CORNER OF THE FIRE DEPARTMENT.
 NB0377'NOTE--THE STAMPING IS BARELY LEGIBLE AT TIME OF RECOVERY.
 NB0377'THE MARK IS 1.21 M ABOVE BROAD STREET.
 NB0377
 NB0377                          STATION RECOVERY (1990)
 NB0377
 NB0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1435 ***********************************************************************
 NA1435  DESIGNATION -  842 NYGS
 NA1435  PID         -  NA1435
 NA1435  STATE/COUNTY-  NY/BROOME
 NA1435  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA1435
 NA1435                         *CURRENT SURVEY CONTROL
 NA1435  ___________________________________________________________________
 NA1435* NAD 83(1986)-  42 05 37.     (N)    075 54 09.     (W)     SCALED    
 NA1435* NAVD 88     -       256.527  (meters)     841.62   (feet)  ADJUSTED  
 NA1435  ___________________________________________________________________
 NA1435  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NA1435  DYNAMIC HT  -         256.430 (meters)     841.30  (feet)  COMP
 NA1435  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 NA1435
 NA1435  VERT ORDER  -  FIRST     CLASS II
 NA1435
 NA1435.The horizontal coordinates were scaled from a topographic map and have
 NA1435.an estimated accuracy of +/- 6 seconds.
 NA1435
 NA1435.The orthometric height was determined by differential leveling
 NA1435.and adjusted by the National Geodetic Survey in June 1991..
 NA1435
 NA1435.The geoid height was determined by GEOID03.
 NA1435
 NA1435.The dynamic height is computed by dividing the NAVD 88
 NA1435.geopotential number by the normal gravity value computed on the
 NA1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1435.degrees latitude (g = 980.6199 gals.).
 NA1435
 NA1435.The modeled gravity was interpolated from observed gravity values.
 NA1435
 NA1435;                    North         East    Units  Estimated Accuracy
 NA1435;SPC NY E     -   362,950.       33,980.      MT  (+/- 180 meters Scaled)
 NA1435
 NA1435                          SUPERSEDED SURVEY CONTROL
 NA1435
 NA1435  NGVD 29 (??/??/92)  256.670  (m)          842.09   (f) ADJ UNCH    1 2
 NA1435
 NA1435.Superseded values are not recommended for survey control.
 NA1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1435.See file dsdata.txt to determine how the superseded data were derived.
 NA1435
 NA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM253605(NAD 83)
 NA1435_MARKER: DD = SURVEY DISK
 NA1435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1435_SP_SET: BRIDGE ABUTMENT
 NA1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1435
 NA1435  HISTORY     - Date     Condition        Report By
 NA1435  HISTORY     - UNK      MONUMENTED       NYGS
 NA1435  HISTORY     - 1941     GOOD             NGS
 NA1435  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1435
 NA1435                          STATION DESCRIPTION
 NA1435
 NA1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1435'AT BINGHAMTON.
 NA1435'AT BINGHAMTON, BROOME COUNTY, AT A BRIDGE AT PARK CREEK AND CONKLIN
 NA1435'AVENUE, IN THE SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT, AT THE
 NA1435'NORTHEAST END OF A CURVE IN CONKLIN AVENUE FROM NORTHEAST TO SOUTH,
 NA1435'40.5 FEET SOUTHWEST OF THE THIRD TELEPHONE POLE SOUTHWEST OF
 NA1435'WASHINGTON STREET, AND 27.7 FEET SOUTHEAST OF THE CENTERLINE OF
 NA1435'CONKLIN AVENUE.  A STATE SURVEY STANDARD DISK.
 NA1435
 NA1435                          STATION RECOVERY (1982)
 NA1435
 NA1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1435'NOT RECOVERED, A NEW BRIDGE HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1610 ***********************************************************************
 PG1610  DESIGNATION -  843 1720 VELEZ
 PG1610  PID         -  PG1610
 PG1610  STATE/COUNTY-  NY/ESSEX
 PG1610  USGS QUAD   -  
 PG1610
 PG1610                         *CURRENT SURVEY CONTROL
 PG1610  ___________________________________________________________________
 PG1610* NAD 83(1986)-  44 03 09.     (N)    073 27 12.     (W)     SCALED    
 PG1610* NAVD 88     -        30.817  (meters)     101.11   (feet)  ADJUSTED  
 PG1610  ___________________________________________________________________
 PG1610  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PG1610  DYNAMIC HT  -          30.814 (meters)     101.10  (feet)  COMP
 PG1610  MODELED GRAV-     980,493.9   (mgal)                       NAVD 88
 PG1610
 PG1610  VERT ORDER  -  FIRST     CLASS II
 PG1610
 PG1610.The horizontal coordinates were scaled from a topographic map and have
 PG1610.an estimated accuracy of +/- 6 seconds.
 PG1610
 PG1610.The orthometric height was determined by differential leveling
 PG1610.and adjusted by the National Geodetic Survey in June 1991..
 PG1610
 PG1610.The geoid height was determined by GEOID03.
 PG1610
 PG1610.The dynamic height is computed by dividing the NAVD 88
 PG1610.geopotential number by the normal gravity value computed on the
 PG1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1610.degrees latitude (g = 980.6199 gals.).
 PG1610
 PG1610.The modeled gravity was interpolated from observed gravity values.
 PG1610
 PG1610;                    North         East    Units  Estimated Accuracy
 PG1610;SPC NY E     -   580,130.      233,870.      MT  (+/- 180 meters Scaled)
 PG1610
 PG1610                          SUPERSEDED SURVEY CONTROL
 PG1610
 PG1610  NGVD 29 (??/??/??)   31.000  (m)          101.71   (f) ADJUSTED    1 2
 PG1610
 PG1610.Superseded values are not recommended for survey control.
 PG1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1610.See file dsdata.txt to determine how the superseded data were derived.
 PG1610
 PG1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP238788(NAD 83)
 PG1610_MARKER: I = METAL ROD
 PG1610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PG1610_SP_SET: COPPER-CLAD STEEL ROD
 PG1610_MARK LOGO: NOS   
 PG1610_PROJECTION: RECESSED 15 CENTIMETERS
 PG1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1610_ROD/PIPE-DEPTH: 6.1  meters
 PG1610
 PG1610  HISTORY     - Date     Condition        Report By
 PG1610  HISTORY     - 1976     MONUMENTED       NOS
 PG1610  HISTORY     - 1984     GOOD             NGS
 PG1610
 PG1610                          STATION DESCRIPTION
 PG1610
 PG1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PG1610'1.0 KM (0.6 MI) NORTH FROM PORT HENRY.
 PG1610'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAYS 9N AND 22 FROM THE NORSTAR
 PG1610'BANK IN PORT HENRY, THENCE 0.3 KM (0.2 MI) EAST-NORTHEAST ALONG A
 PG1610'GRAVEL ROAD TO THE VELEZ MARINE SERVICE, 0.3 METER (1.0 FT) NORTHWEST
 PG1610'OF THE NORTHERNMOST CORNER AND IN LINE WITH THE NORTHEAST FACE OF THE
 PG1610'MAIN OFFICE NEAR THE GAS DOCK, 7.6 METERS (25.0 FT) WEST OF A LARGE
 PG1610'MAST SET NEAR THE DOCK, 9.9 METERS (32.5 FT) SOUTHEAST OF THE MOST
 PG1610'NORTHEAST OF TWO TREES STANDING ALONG THE CENTER OF THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1413 ***********************************************************************
 NB1413  DESIGNATION -  844
 NB1413  PID         -  NB1413
 NB1413  STATE/COUNTY-  NY/ONTARIO
 NB1413  USGS QUAD   -  HONEOYE (1951)
 NB1413
 NB1413                         *CURRENT SURVEY CONTROL
 NB1413  ___________________________________________________________________
 NB1413* NAD 83(1986)-  42 47 26.     (N)    077 31 09.     (W)     SCALED    
 NB1413* NAVD 88     -       256.760  (meters)     842.39   (feet)  ADJUSTED  
 NB1413  ___________________________________________________________________
 NB1413  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NB1413  DYNAMIC HT  -         256.681 (meters)     842.13  (feet)  COMP
 NB1413  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NB1413
 NB1413  VERT ORDER  -  SECOND    CLASS 0
 NB1413
 NB1413.The horizontal coordinates were scaled from a topographic map and have
 NB1413.an estimated accuracy of +/- 6 seconds.
 NB1413
 NB1413.The orthometric height was determined by differential leveling
 NB1413.and adjusted by the National Geodetic Survey in June 1991..
 NB1413
 NB1413.The geoid height was determined by GEOID03.
 NB1413
 NB1413.The dynamic height is computed by dividing the NAVD 88
 NB1413.geopotential number by the normal gravity value computed on the
 NB1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1413.degrees latitude (g = 980.6199 gals.).
 NB1413
 NB1413.The modeled gravity was interpolated from observed gravity values.
 NB1413
 NB1413;                    North         East    Units  Estimated Accuracy
 NB1413;SPC NY C     -   310,330.      173,440.      MT  (+/- 180 meters Scaled)
 NB1413
 NB1413                          SUPERSEDED SURVEY CONTROL
 NB1413
 NB1413  NGVD 29 (??/??/92)  256.908  (m)          842.87   (f) ADJ UNCH    2 0
 NB1413
 NB1413.Superseded values are not recommended for survey control.
 NB1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1413.See file dsdata.txt to determine how the superseded data were derived.
 NB1413
 NB1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN939406(NAD 83)
 NB1413_MARKER: DD = SURVEY DISK
 NB1413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1413_SP_SET: BUILDING
 NB1413_STAMPING: 844 ROCHESTER 1901
 NB1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1413
 NB1413  HISTORY     - Date     Condition        Report By
 NB1413  HISTORY     - 1901     MONUMENTED       USGS
 NB1413  HISTORY     - 1942     GOOD             NGS
 NB1413  HISTORY     - 1988     GOOD             USPSQD
 NB1413  HISTORY     - 19910405 GOOD             USPSQD
 NB1413  HISTORY     - 20040925 GOOD             USPSQD
 NB1413
 NB1413                          STATION DESCRIPTION
 NB1413
 NB1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1413'AT HONEOYE.
 NB1413'BENCH MARK IS SET VERTICALLY IN THE WEST SIDE OF THE CONGREGATIONAL
 NB1413'CHURCH IN HONEOYE, ABOUT 0.1 MILE WEST OF THE POST OFFICE. IT IS
 NB1413'127.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20A, 49.5
 NB1413'FEET NORTH OF THE SOUTHWEST CORNER OF THE CHURCH, AND 35.5 FEET EAST
 NB1413'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A STREET.
 NB1413
 NB1413                          STATION RECOVERY (1988)
 NB1413
 NB1413'RECOVERY NOTE BY US POWER SQUADRON 1988 (KTM)
 NB1413'RECOVERED IN GOOD CONDITION.
 NB1413
 NB1413                          STATION RECOVERY (1991)
 NB1413
 NB1413'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1413'RECOVERED IN GOOD CONDITION.
 NB1413
 NB1413                          STATION RECOVERY (2004)
 NB1413
 NB1413'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 NB1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1310 ***********************************************************************
 NB1310  DESIGNATION -  847.97
 NB1310  PID         -  NB1310
 NB1310  STATE/COUNTY-  NY/LIVINGSTON
 NB1310  USGS QUAD   -  NUNDA (1972)
 NB1310
 NB1310                         *CURRENT SURVEY CONTROL
 NB1310  ___________________________________________________________________
 NB1310* NAD 83(1986)-  42 36 36.     (N)    077 54 54.     (W)     SCALED    
 NB1310* NAVD 88     -       258.182  (meters)     847.05   (feet)  ADJUSTED  
 NB1310  ___________________________________________________________________
 NB1310  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NB1310  DYNAMIC HT  -         258.103 (meters)     846.79  (feet)  COMP
 NB1310  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NB1310
 NB1310  VERT ORDER  -  FIRST     CLASS II
 NB1310
 NB1310.The horizontal coordinates were scaled from a topographic map and have
 NB1310.an estimated accuracy of +/- 6 seconds.
 NB1310
 NB1310.The orthometric height was determined by differential leveling
 NB1310.and adjusted by the National Geodetic Survey in June 1991..
 NB1310
 NB1310.The geoid height was determined by GEOID03.
 NB1310
 NB1310.The dynamic height is computed by dividing the NAVD 88
 NB1310.geopotential number by the normal gravity value computed on the
 NB1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1310.degrees latitude (g = 980.6199 gals.).
 NB1310
 NB1310.The modeled gravity was interpolated from observed gravity values.
 NB1310
 NB1310;                    North         East    Units  Estimated Accuracy
 NB1310;SPC NY W     -   290,070.      404,840.      MT  (+/- 180 meters Scaled)
 NB1310
 NB1310                          SUPERSEDED SURVEY CONTROL
 NB1310
 NB1310  NGVD 29 (??/??/92)  258.337  (m)          847.56   (f) ADJ UNCH    1 2
 NB1310
 NB1310.Superseded values are not recommended for survey control.
 NB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1310.See file dsdata.txt to determine how the superseded data were derived.
 NB1310
 NB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN608216(NAD 83)
 NB1310_MARKER: B = BOLT
 NB1310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1310_SP_SET: BRIDGE ABUTMENT
 NB1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1310
 NB1310  HISTORY     - Date     Condition        Report By
 NB1310  HISTORY     - UNK      MONUMENTED       PRR
 NB1310  HISTORY     - 1941     GOOD             NGS
 NB1310
 NB1310                          STATION DESCRIPTION
 NB1310
 NB1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1310'2.5 MI NE FROM NUNDA.
 NB1310'2.5 MILES NORTHEAST ALONG PENNSYLVANIA RAILROAD FROM POST OFFICE AT
 NB1310'NUNDA, SET IN THE NORTHWEST CORNER OF THE NORTHEAST ABUTMENT OF
 NB1310'BRIDGE NO. 48-13, 22.5 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK,
 NB1310'18.3 FEET NORTHEAST OF BM N-131, 1.5 FEET SOUTHWEST OF NORTHEAST END
 NB1310'OF NORTHWEST LEDGE, 0.8 FOOT SOUTHEAST OF NORTHWEST EDGE OF ABUTMENT,
 NB1310'ABOUT 7 FEET BELOW TRACK LEVEL. A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1380 ***********************************************************************
 NB1380  DESIGNATION -  849
 NB1380  PID         -  NB1380
 NB1380  STATE/COUNTY-  NY/LIVINGSTON
 NB1380  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1380
 NB1380                         *CURRENT SURVEY CONTROL
 NB1380  ___________________________________________________________________
 NB1380* NAD 83(1986)-  42 54 09.     (N)    077 36 41.     (W)     SCALED    
 NB1380* NAVD 88     -       258.666  (meters)     848.64   (feet)  ADJUSTED  
 NB1380  ___________________________________________________________________
 NB1380  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NB1380  DYNAMIC HT  -         258.592 (meters)     848.40  (feet)  COMP
 NB1380  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 NB1380
 NB1380  VERT ORDER  -  SECOND    CLASS 0
 NB1380
 NB1380.The horizontal coordinates were scaled from a topographic map and have
 NB1380.an estimated accuracy of +/- 6 seconds.
 NB1380
 NB1380.The orthometric height was determined by differential leveling
 NB1380.and adjusted by the National Geodetic Survey in June 1991..
 NB1380
 NB1380.The geoid height was determined by GEOID03.
 NB1380
 NB1380.The dynamic height is computed by dividing the NAVD 88
 NB1380.geopotential number by the normal gravity value computed on the
 NB1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1380.degrees latitude (g = 980.6199 gals.).
 NB1380
 NB1380.The modeled gravity was interpolated from observed gravity values.
 NB1380
 NB1380;                    North         East    Units  Estimated Accuracy
 NB1380;SPC NY W     -   322,800.      429,370.      MT  (+/- 180 meters Scaled)
 NB1380
 NB1380                          SUPERSEDED SURVEY CONTROL
 NB1380
 NB1380  NGVD 29 (??/??/92)  258.820  (m)          849.15   (f) ADJ UNCH    2 0
 NB1380
 NB1380.Superseded values are not recommended for survey control.
 NB1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1380.See file dsdata.txt to determine how the superseded data were derived.
 NB1380
 NB1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN868532(NAD 83)
 NB1380_MARKER: DD = SURVEY DISK
 NB1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1380_SP_SET: BUILDING
 NB1380_STAMPING: 849 ROCHESTER 1901
 NB1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1380+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 NB1380
 NB1380  HISTORY     - Date     Condition        Report By
 NB1380  HISTORY     - 1901     MONUMENTED       USGS
 NB1380  HISTORY     - 1942     GOOD             NGS
 NB1380  HISTORY     - 1989     GOOD             USPSQD
 NB1380  HISTORY     - 1990     GOOD             USPSQD
 NB1380  HISTORY     - 20040707 GOOD             INDIV
 NB1380
 NB1380                          STATION DESCRIPTION
 NB1380
 NB1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1380'AT LIMA.
 NB1380'BENCH MARK IS AT THE ST. ROSES SCHOOL ABOUT 0.2 MILE SOUTH OF THE
 NB1380'POST OFFICE, ON STATE HIGHWAY NO. 15A. IT IS SET VERTICALLY AT THE
 NB1380'NORTHWEST CORNER ON THE WEST FRONT, 52.0 FEET EAST OF AND 3.0 FEET
 NB1380'ABOVE THE CENTERLINE OF THE HIGHWAY, 38.0 FEET NORTH OF THE FRONT
 NB1380'ENTRANCE OF THE SCHOOL HOUSE, AND 12.0 FEET SOUTH OF A HOUSE.
 NB1380
 NB1380                          STATION RECOVERY (1989)
 NB1380
 NB1380'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1380'RECOVERED IN GOOD CONDITION.
 NB1380
 NB1380                          STATION RECOVERY (1990)
 NB1380
 NB1380'RECOVERY NOTE BY US POWER SQUADRON 1990 (MEG)
 NB1380'RECOVERED IN GOOD CONDITION.
 NB1380
 NB1380                          STATION RECOVERY (2004)
 NB1380
 NB1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RJB)
 NB1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0867 ***********************************************************************
 NB0867  DESIGNATION -  851
 NB0867  PID         -  NB0867
 NB0867  STATE/COUNTY-  NY/ONTARIO
 NB0867  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0867
 NB0867                         *CURRENT SURVEY CONTROL
 NB0867  ___________________________________________________________________
 NB0867* NAD 83(1986)-  42 52 33.     (N)    077 10 47.     (W)     SCALED    
 NB0867* NAVD 88     -       259.380  (meters)     850.98   (feet)  ADJUSTED  
 NB0867  ___________________________________________________________________
 NB0867  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NB0867  DYNAMIC HT  -         259.304 (meters)     850.73  (feet)  COMP
 NB0867  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NB0867
 NB0867  VERT ORDER  -  SECOND    CLASS 0
 NB0867
 NB0867.The horizontal coordinates were scaled from a topographic map and have
 NB0867.an estimated accuracy of +/- 6 seconds.
 NB0867
 NB0867.The orthometric height was determined by differential leveling
 NB0867.and adjusted by the National Geodetic Survey in June 1991..
 NB0867
 NB0867.The geoid height was determined by GEOID03.
 NB0867
 NB0867.The dynamic height is computed by dividing the NAVD 88
 NB0867.geopotential number by the normal gravity value computed on the
 NB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0867.degrees latitude (g = 980.6199 gals.).
 NB0867
 NB0867.The modeled gravity was interpolated from observed gravity values.
 NB0867
 NB0867;                    North         East    Units  Estimated Accuracy
 NB0867;SPC NY C     -   319,550.      201,280.      MT  (+/- 180 meters Scaled)
 NB0867
 NB0867                          SUPERSEDED SURVEY CONTROL
 NB0867
 NB0867  NGVD 29 (??/??/92)  259.519  (m)          851.44   (f) ADJ UNCH    2 0
 NB0867
 NB0867.Superseded values are not recommended for survey control.
 NB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0867.See file dsdata.txt to determine how the superseded data were derived.
 NB0867
 NB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN219493(NAD 83)
 NB0867_MARKER: DD = SURVEY DISK
 NB0867_SETTING: 80 = SET IN A BOULDER
 NB0867_SP_SET: BOULDER
 NB0867_STAMPING: 851 OSWEGO NEW YORK
 NB0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0867+STABILITY: SURFACE MOTION
 NB0867
 NB0867  HISTORY     - Date     Condition        Report By
 NB0867  HISTORY     - UNK      MONUMENTED       PRR
 NB0867  HISTORY     - 1935     GOOD             NGS
 NB0867  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0867  HISTORY     - 20060124 MARK NOT FOUND   GEOCAC
 NB0867
 NB0867                          STATION DESCRIPTION
 NB0867
 NB0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0867'1.8 MI NW FROM ALOQUIN.
 NB0867'IS LOCATED 1.8 MILES NORTHWEST OF THE STATION AT ALOQUIN. 50 YDS.
 NB0867'NORTHWEST OF OLD ELEVATOR BUILDING AT ENNERDALE. 78 FT. SOUTHWEST
 NB0867'OF SOUTHWEST RAIL OF MAINLINE TRACK. 23 FT. EAST OF CENTERLINE OF
 NB0867'A COUNTY ROAD. TABLET SET IN A LARGE BOULDER.
 NB0867
 NB0867                          STATION RECOVERY (1988)
 NB0867
 NB0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0867'MARK NOT FOUND.
 NB0867
 NB0867                          STATION RECOVERY (2006)
 NB0867
 NB0867'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0867'DESCRIPTION PLACES MARK IN A DRAINAGE DITCH BESIDE THE ROAD. THERE IS
 NB0867'NO BOULDER NEARBY, AND IT MAY HAVE BEEN REMOVED DURING PAST ROAD
 NB0867'IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6725 ***********************************************************************
 AH6725  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6725  DESIGNATION -  851 0560 J TIDAL
 AH6725  PID         -  AH6725
 AH6725  STATE/COUNTY-  NY/SUFFOLK
 AH6725  USGS QUAD   -  MONTAUK POINT (1956)
 AH6725
 AH6725                         *CURRENT SURVEY CONTROL
 AH6725  ___________________________________________________________________
 AH6725* NAD 83(1986)-  41 02 54.     (N)    071 57 34.     (W)     SCALED    
 AH6725* NAVD 88     -         2.05   (meters)       6.7    (feet)  U HEIGHT  
 AH6725  ___________________________________________________________________
 AH6725  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AH6725  DYNAMIC HT  -           2.05  (meters)       6.7   (feet)  COMP
 AH6725  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 AH6725
 AH6725  VERT ORDER  -  THIRD
 AH6725
 AH6725.The horizontal coordinates were scaled from a topographic map and have
 AH6725.an estimated accuracy of +/- 6 seconds.
 AH6725
 AH6725.The orthometric height was determined by differential leveling
 AH6725.and adjusted by the National Geodetic Survey in September 2005..
 AH6725.No vertical observational check was made to the station.
 AH6725.The height was determined by precise leveling from only one NSRS
 AH6725.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AH6725.this height should be used with CAUTION.
 AH6725
 AH6725.This Tidal Bench Mark is designated as VM 261
 AH6725.by the Center for Operational Oceanographic Products and Services.
 AH6725
 AH6725.The geoid height was determined by GEOID03.
 AH6725
 AH6725.The dynamic height is computed by dividing the NAVD 88
 AH6725.geopotential number by the normal gravity value computed on the
 AH6725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6725.degrees latitude (g = 980.6199 gals.).
 AH6725
 AH6725.The modeled gravity was interpolated from observed gravity values.
 AH6725
 AH6725;                    North         East    Units  Estimated Accuracy
 AH6725;SPC NY L     -    99,910.      471,540.      MT  (+/- 180 meters Scaled)
 AH6725
 AH6725                          SUPERSEDED SURVEY CONTROL
 AH6725
 AH6725.No superseded survey control is available for this station.
 AH6725
 AH6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF512483(NAD 83)
 AH6725_MARKER: DJ = TIDAL STATION DISK
 AH6725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH6725_STAMPING: 0560 J 1977
 AH6725_MARK LOGO: NOS   
 AH6725_PROJECTION: FLUSH
 AH6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6725_ROD/PIPE-DEPTH: 12.8 meters
 AH6725
 AH6725  HISTORY     - Date     Condition        Report By
 AH6725  HISTORY     - 1977     MONUMENTED       NOS
 AH6725  HISTORY     - 19951012 GOOD             NOS
 AH6725
 AH6725                          STATION DESCRIPTION
 AH6725
 AH6725'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6725'THE BENCH MARK IS SET AT THE FOOT OF THE ROUGH RIDERS FISHING PIER,
 AH6725'4.4 M (14.4 FT) SOUTH OF THE SHOREWARD END OF THE PIER, 3.6 M (11.8
 AH6725'FT) WEST OF THE CENTERLINE OF THE PIER, AND 0.3 M (1.0 FT) WEST OF THE
 AH6725'WEST EDGE OF THE ACCESS ROAD TO THE PIER.  THE BENCH MARK IS SET AT
 AH6725'GRADE, CRIMPED TO A STAINLESS STEEL ROD DRIVEN 12.8 M (42.0 FT) TO
 AH6725'REFUSAL, AND ENCASED IN A 4-INCH PVC PIPE WITH CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6726 ***********************************************************************
 AH6726  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6726  DESIGNATION -  851 0560 K TIDAL
 AH6726  PID         -  AH6726
 AH6726  STATE/COUNTY-  NY/SUFFOLK
 AH6726  USGS QUAD   -  MONTAUK POINT (1956)
 AH6726
 AH6726                         *CURRENT SURVEY CONTROL
 AH6726  ___________________________________________________________________
 AH6726* NAD 83(1986)-  41 02 54.     (N)    071 57 34.     (W)     SCALED    
 AH6726* NAVD 88     -         1.36   (meters)       4.5    (feet)  U HEIGHT  
 AH6726  ___________________________________________________________________
 AH6726  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AH6726  DYNAMIC HT  -           1.36  (meters)       4.5   (feet)  COMP
 AH6726  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 AH6726
 AH6726  VERT ORDER  -  THIRD
 AH6726
 AH6726.The horizontal coordinates were scaled from a topographic map and have
 AH6726.an estimated accuracy of +/- 6 seconds.
 AH6726
 AH6726.The orthometric height was determined by differential leveling
 AH6726.and adjusted by the National Geodetic Survey in September 2005..
 AH6726.The height was determined by precise leveling from only one NSRS
 AH6726.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AH6726.this height should be used with CAUTION.
 AH6726
 AH6726.This Tidal Bench Mark is designated as VM 262
 AH6726.by the Center for Operational Oceanographic Products and Services.
 AH6726
 AH6726.The geoid height was determined by GEOID03.
 AH6726
 AH6726.The dynamic height is computed by dividing the NAVD 88
 AH6726.geopotential number by the normal gravity value computed on the
 AH6726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6726.degrees latitude (g = 980.6199 gals.).
 AH6726
 AH6726.The modeled gravity was interpolated from observed gravity values.
 AH6726
 AH6726;                    North         East    Units  Estimated Accuracy
 AH6726;SPC NY L     -    99,910.      471,540.      MT  (+/- 180 meters Scaled)
 AH6726
 AH6726                          SUPERSEDED SURVEY CONTROL
 AH6726
 AH6726.No superseded survey control is available for this station.
 AH6726
 AH6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF512483(NAD 83)
 AH6726_MARKER: DJ = TIDAL STATION DISK
 AH6726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH6726_STAMPING: 0560 K 1988
 AH6726_MARK LOGO: NOS   
 AH6726_PROJECTION: FLUSH
 AH6726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6726_ROD/PIPE-DEPTH: 15.8 meters
 AH6726
 AH6726  HISTORY     - Date     Condition        Report By
 AH6726  HISTORY     - 1988     MONUMENTED       NOS
 AH6726  HISTORY     - 19951012 GOOD             NOS
 AH6726
 AH6726                          STATION DESCRIPTION
 AH6726
 AH6726'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6726'THE BENCH MARK IS SET AT THE SW CORNER OF THE PARKING LOT AT THE FOOT
 AH6726'OF THE ROUGH RIDERS CONDOMINIUM PIER, 53.3 M (174.9 FT) SSE OF THE SE
 AH6726'CORNER OF A SMALL WOODEN BUILDING AT THE END OF THE PIER, 35.1 M
 AH6726'(115.2 FT) NORTH OF A WOODEN WALKWAY BEHIND THE SOUTHERN MOST
 AH6726'CONDOMINIUM BUILDING, 34.0 M (111.5 FT) SW OF THE CENTERLINE OF THE
 AH6726'ACCESS ROAD LEADING TO THE PIER, AND 5.8 M (19.0 FT) SOUTH OF THE
 AH6726'SOUTHERN MOST 10-INCH DIAMETER POST AT THE SOUTHERN CORNER OF THE
 AH6726'PARKING LOT.  THE BM IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN 15 M
 AH6726'(49.2 FT) TO REFUSAL, AND ENCASED IN A PVC PIPE WITH CONCRETE
 AH6726'KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6727 ***********************************************************************
 AH6727  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6727  DESIGNATION -  851 0560 N TIDAL
 AH6727  PID         -  AH6727
 AH6727  STATE/COUNTY-  NY/SUFFOLK
 AH6727  USGS QUAD   -  MONTAUK POINT (1956)
 AH6727
 AH6727                         *CURRENT SURVEY CONTROL
 AH6727  ___________________________________________________________________
 AH6727* NAD 83(1986)-  41 02 54.     (N)    071 57 34.     (W)     SCALED    
 AH6727* NAVD 88     -         1.30   (meters)       4.3    (feet)  U HEIGHT  
 AH6727  ___________________________________________________________________
 AH6727  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AH6727  DYNAMIC HT  -           1.30  (meters)       4.3   (feet)  COMP
 AH6727  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 AH6727
 AH6727  VERT ORDER  -  THIRD
 AH6727
 AH6727.The horizontal coordinates were scaled from a topographic map and have
 AH6727.an estimated accuracy of +/- 6 seconds.
 AH6727
 AH6727.The orthometric height was determined by differential leveling
 AH6727.and adjusted by the National Geodetic Survey in September 2005..
 AH6727.The height was determined by precise leveling from only one NSRS
 AH6727.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AH6727.this height should be used with CAUTION.
 AH6727
 AH6727.This Tidal Bench Mark is designated as VM 13810
 AH6727.by the Center for Operational Oceanographic Products and Services.
 AH6727
 AH6727.The geoid height was determined by GEOID03.
 AH6727
 AH6727.The dynamic height is computed by dividing the NAVD 88
 AH6727.geopotential number by the normal gravity value computed on the
 AH6727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6727.degrees latitude (g = 980.6199 gals.).
 AH6727
 AH6727.The modeled gravity was interpolated from observed gravity values.
 AH6727
 AH6727;                    North         East    Units  Estimated Accuracy
 AH6727;SPC NY L     -    99,910.      471,540.      MT  (+/- 180 meters Scaled)
 AH6727
 AH6727                          SUPERSEDED SURVEY CONTROL
 AH6727
 AH6727.No superseded survey control is available for this station.
 AH6727
 AH6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF512483(NAD 83)
 AH6727_MARKER: DJ = TIDAL STATION DISK
 AH6727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH6727_STAMPING: 0560 N 1993
 AH6727_MARK LOGO: NOS   
 AH6727_PROJECTION: RECESSED 15 CENTIMETERS
 AH6727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6727_ROD/PIPE-DEPTH: 15   meters
 AH6727
 AH6727  HISTORY     - Date     Condition        Report By
 AH6727  HISTORY     - 1993     MONUMENTED       NOS
 AH6727  HISTORY     - 19951012 GOOD             NOS
 AH6727
 AH6727                          STATION DESCRIPTION
 AH6727
 AH6727'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6727'THE BENCH MARK IS SET APPROXIMATELY IN THE CENTER OF THE ROUGH RIDERS
 AH6727'CONDOMINIUMS PROPERTY, 45.1 M (148.0 FT) NW OF THE NW FACE OF THE
 AH6727'TENNIS COURTS, 24.7 M (81.0 FT) ENE OF THE MANHOLE COVER IN FRONT OF
 AH6727'CONDOMINIUM NO.  97, 15.6 M (51.2 FT) NORTH OF THE PAY PHONE WITH
 AH6727'TELEPHONE NUMBER 668-9653, 1.5 M (4.9 FT) NE OF THE EDGE OF THE ROAD,
 AH6727'AND 0.2 M (0.7 FT) BELOW GROUND.  THE BENCH MARK IS CRIMPED TO A
 AH6727'STAINLESS STEEL ROD DRIVEN 6 M (19.7 FT) TO REFUSAL, AND ENCASED IN A
 AH6727'PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6728 ***********************************************************************
 AH6728  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6728  DESIGNATION -  851 0560 P TIDAL
 AH6728  PID         -  AH6728
 AH6728  STATE/COUNTY-  NY/SUFFOLK
 AH6728  USGS QUAD   -  MONTAUK POINT (1956)
 AH6728
 AH6728                         *CURRENT SURVEY CONTROL
 AH6728  ___________________________________________________________________
 AH6728* NAD 83(1986)-  41 02 54.     (N)    071 57 34.     (W)     SCALED    
 AH6728* NAVD 88     -         1.34   (meters)       4.4    (feet)  U HEIGHT  
 AH6728  ___________________________________________________________________
 AH6728  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AH6728  DYNAMIC HT  -           1.34  (meters)       4.4   (feet)  COMP
 AH6728  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 AH6728
 AH6728  VERT ORDER  -  THIRD
 AH6728
 AH6728.The horizontal coordinates were scaled from a topographic map and have
 AH6728.an estimated accuracy of +/- 6 seconds.
 AH6728
 AH6728.The orthometric height was determined by differential leveling
 AH6728.and adjusted by the National Geodetic Survey in September 2005..
 AH6728.The height was determined by precise leveling from only one NSRS
 AH6728.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AH6728.this height should be used with CAUTION.
 AH6728
 AH6728.This Tidal Bench Mark is designated as VM 13811
 AH6728.by the Center for Operational Oceanographic Products and Services.
 AH6728
 AH6728.The geoid height was determined by GEOID03.
 AH6728
 AH6728.The dynamic height is computed by dividing the NAVD 88
 AH6728.geopotential number by the normal gravity value computed on the
 AH6728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6728.degrees latitude (g = 980.6199 gals.).
 AH6728
 AH6728.The modeled gravity was interpolated from observed gravity values.
 AH6728
 AH6728;                    North         East    Units  Estimated Accuracy
 AH6728;SPC NY L     -    99,910.      471,540.      MT  (+/- 180 meters Scaled)
 AH6728
 AH6728                          SUPERSEDED SURVEY CONTROL
 AH6728
 AH6728.No superseded survey control is available for this station.
 AH6728
 AH6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF512483(NAD 83)
 AH6728_MARKER: DJ = TIDAL STATION DISK
 AH6728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH6728_STAMPING: 0560 P 1993
 AH6728_MARK LOGO: NOS   
 AH6728_PROJECTION: RECESSED 15 CENTIMETERS
 AH6728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6728_ROD/PIPE-DEPTH: 15.3 meters
 AH6728
 AH6728  HISTORY     - Date     Condition        Report By
 AH6728  HISTORY     - 1993     MONUMENTED       NOS
 AH6728  HISTORY     - 19951012 GOOD             NOS
 AH6728
 AH6728                          STATION DESCRIPTION
 AH6728
 AH6728'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6728'THE BENCH MARK IS SET ON THE SE SIDE OF THE MAIN ENTRANCE ROAD TO THE
 AH6728'ROUGH RIDERS CONDOMINIUMS, 29.2 M (95.8 FT) EAST OF THE NE CORNER OF
 AH6728'THE TENNIS COURTS, 22.6 M (74.1 FT) SE OF THE MANHOLE COVER IN FRONT
 AH6728'OF BUILDING NO.  4, 1.8 M (5.9 FT) SE OF THE EDGE OF THE ROAD, AND 1.7
 AH6728'M (5.6 FT) SW OF FIRE HYDRANT NO.  284.  THE BENCH MARK IS SET 0.2 M
 AH6728'(0.7 FT) BELOW GRADE, CRIMPED TO A STAINLESS STEEL ROD DRIVEN 15.3 M
 AH6728'(50.2 FT) TO REFUSAL, AND IS ENCASED IN A PVC PIPE WITH CONCRETE
 AH6728'KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0832 ***********************************************************************
 LW0832  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0832  DESIGNATION -  851 0560 TIDAL 8
 LW0832  PID         -  LW0832
 LW0832  STATE/COUNTY-  NY/SUFFOLK
 LW0832  USGS QUAD   -  MONTAUK POINT (1956)
 LW0832
 LW0832                         *CURRENT SURVEY CONTROL
 LW0832  ___________________________________________________________________
 LW0832* NAD 83(1986)-  41 02 50.     (N)    071 57 28.     (W)     SCALED    
 LW0832* NAVD 88     -         1.652  (meters)       5.42   (feet)  ADJUSTED  
 LW0832  ___________________________________________________________________
 LW0832  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LW0832  DYNAMIC HT  -           1.652 (meters)       5.42  (feet)  COMP
 LW0832  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LW0832
 LW0832  VERT ORDER  -  SECOND    CLASS 0
 LW0832
 LW0832.The horizontal coordinates were scaled from a topographic map and have
 LW0832.an estimated accuracy of +/- 6 seconds.
 LW0832
 LW0832.The orthometric height was determined by differential leveling
 LW0832.and adjusted by the National Geodetic Survey in June 1991..
 LW0832
 LW0832.This Tidal Bench Mark is designated as VM 260
 LW0832.by the Center for Operational Oceanographic Products and Services.
 LW0832
 LW0832.The geoid height was determined by GEOID03.
 LW0832
 LW0832.The dynamic height is computed by dividing the NAVD 88
 LW0832.geopotential number by the normal gravity value computed on the
 LW0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0832.degrees latitude (g = 980.6199 gals.).
 LW0832
 LW0832.The modeled gravity was interpolated from observed gravity values.
 LW0832
 LW0832;                    North         East    Units  Estimated Accuracy
 LW0832;SPC NY L     -    99,790.      471,690.      MT  (+/- 180 meters Scaled)
 LW0832
 LW0832                          SUPERSEDED SURVEY CONTROL
 LW0832
 LW0832  NGVD 29 (??/??/92)    1.94   (m)            6.4    (f) COMPUTED    2 0
 LW0832
 LW0832.Superseded values are not recommended for survey control.
 LW0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0832.See file dsdata.txt to determine how the superseded data were derived.
 LW0832
 LW0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF514482(NAD 83)
 LW0832_MARKER: DB = BENCH MARK DISK
 LW0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0832_SP_SET: MANHOLE RIM
 LW0832_STAMPING: NO 8 1947
 LW0832_MARK LOGO: CGS   
 LW0832_PROJECTION: FLUSH
 LW0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0832+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 LW0832
 LW0832  HISTORY     - Date     Condition        Report By
 LW0832  HISTORY     - 1947     MONUMENTED       CGS
 LW0832  HISTORY     - 1956     GOOD             NGS
 LW0832  HISTORY     - 19951012 GOOD             NOS
 LW0832  HISTORY     - 20050321 GOOD             AME
 LW0832
 LW0832                          STATION DESCRIPTION
 LW0832
 LW0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LW0832'1.4 MI N FROM MONTAUK.
 LW0832'1.35 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0832'MONTAUK, AT THE GOBLE AIRCRAFT SPECIALTIES INC. SET IN TOP OF A
 LW0832'CONCRETE RIM OF A MANHOLE NO. 16, AT THE SOUTH SIDE OF RIM, 122
 LW0832'FEET PACESED NORTHEAST OF THE CENTERLINE OF A ROAD LEADING TO THE
 LW0832'DOCK, IT IS NORTHEAST AND IN LINE WITH BUILDING NO. 13, FLUSH
 LW0832'WITH THE LEVEL OF GROUND.  NOTE-- THIS MARK IS ALONG THE EAST
 LW0832'SHORE OF FORT POND BAY.
 LW0832
 LW0832                          STATION RECOVERY (1995)
 LW0832
 LW0832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 LW0832'THE BENCH MARK IS SET IN THE CONCRETE RIM AROUND A MANHOLE IN THE
 LW0832'ROUGH RIDER CONDOMINIUM COMPLEX, 59.7 M (195.9 FT) SW OF THE WEST EDGE
 LW0832'OF THE NORTH/SOUTH RUNNING BOARDWALK, 34.4 M (112.9 FT) NE OF THE
 LW0832'CENTERLINE OF THE ROAD LEADING UP TO THE PIER, AND 6.9 M (22.6 FT) NW
 LW0832'OF THE NORTH EDGE OF THE EAST/WEST RUNNING BOARDWALK.
 LW0832
 LW0832                          STATION RECOVERY (2005)
 LW0832
 LW0832'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2005 (NJ)
 LW0832'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0322 ***********************************************************************
 LX0322  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0322  DESIGNATION -  851 1171 TIDAL 2
 LX0322  PID         -  LX0322
 LX0322  STATE/COUNTY-  NY/SUFFOLK
 LX0322  USGS QUAD   -  GARDINERS ISLAND WEST (1956)
 LX0322
 LX0322                         *CURRENT SURVEY CONTROL
 LX0322  ___________________________________________________________________
 LX0322* NAD 83(1986)-  41 01 54.     (N)    072 11 12.     (W)     SCALED    
 LX0322* NAVD 88     -         2.945  (meters)       9.66   (feet)  ADJUSTED  
 LX0322  ___________________________________________________________________
 LX0322  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LX0322  DYNAMIC HT  -           2.944 (meters)       9.66  (feet)  COMP
 LX0322  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 LX0322
 LX0322  VERT ORDER  -  SECOND    CLASS 0
 LX0322
 LX0322.The horizontal coordinates were scaled from a topographic map and have
 LX0322.an estimated accuracy of +/- 6 seconds.
 LX0322
 LX0322.The orthometric height was determined by differential leveling
 LX0322.and adjusted by the National Geodetic Survey in June 1991..
 LX0322
 LX0322.This Tidal Bench Mark is designated as VM 7074
 LX0322.by the Center for Operational Oceanographic Products and Services.
 LX0322
 LX0322.The geoid height was determined by GEOID03.
 LX0322
 LX0322.The dynamic height is computed by dividing the NAVD 88
 LX0322.geopotential number by the normal gravity value computed on the
 LX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0322.degrees latitude (g = 980.6199 gals.).
 LX0322
 LX0322.The modeled gravity was interpolated from observed gravity values.
 LX0322
 LX0322;                    North         East    Units  Estimated Accuracy
 LX0322;SPC NY L     -    97,640.      452,480.      MT  (+/- 180 meters Scaled)
 LX0322
 LX0322                          SUPERSEDED SURVEY CONTROL
 LX0322
 LX0322  NGVD 29 (??/??/92)    3.23   (m)           10.6    (f) COMPUTED    2 0
 LX0322
 LX0322.Superseded values are not recommended for survey control.
 LX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0322.See file dsdata.txt to determine how the superseded data were derived.
 LX0322
 LX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL365460(NAD 83)
 LX0322_MARKER: DR = REFERENCE MARK DISK
 LX0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0322_STAMPING: NO 2 1933
 LX0322_MARK LOGO: CGS   
 LX0322_PROJECTION: FLUSH
 LX0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0322+STABILITY: SURFACE MOTION
 LX0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0322+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 LX0322
 LX0322  HISTORY     - Date     Condition        Report By
 LX0322  HISTORY     - 1933     MONUMENTED       CGS
 LX0322  HISTORY     - 1956     GOOD             NGS
 LX0322  HISTORY     - 1989     GOOD             USPSQD
 LX0322  HISTORY     - 20020417 MARK NOT FOUND   USPSQD
 LX0322  HISTORY     - 20031208 GOOD             NGS
 LX0322
 LX0322                          STATION DESCRIPTION
 LX0322
 LX0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LX0322'6.3 MI NW FROM EAST HAMPTON.
 LX0322'5.35 MILES NORTH ALONG THREE MILE HARBOR ROAD FROM THE POST
 LX0322'OFFICE AT EAST HAMPTON, THENCE 0.95 MILE NORTHWEST ALONG ROAD
 LX0322'LEADING TO THREE MILE HARBOR FISHING STATION, ON THE WEST SIDE
 LX0322'OF THREE MILE HARBOR ENTRANCE, 420 FEET PACED SOUTHEAST OF BENCH
 LX0322'MARK 1, 90 FEET SOUTHWEST OF THE SEAWALL ON THE SOUTHWEST SIDE
 LX0322'OF HARBOR ENTRANCE, SET IN TOP OF A CONCRETE POST ON TOP OF A
 LX0322'SAND BANK, FLUSH WITH THE LEVEL OF GROUND.
 LX0322
 LX0322                          STATION RECOVERY (1989)
 LX0322
 LX0322'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0322'RECOVERED IN GOOD CONDITION.
 LX0322
 LX0322                          STATION RECOVERY (2002)
 LX0322
 LX0322'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LX0322'MARK NOT FOUND.
 LX0322
 LX0322                          STATION RECOVERY (2003)
 LX0322
 LX0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 LX0322'THIS MARK IS ON LAND ADMINISTERED BY TOWN OF EAST HAMPTON, NATURE
 LX0322'PRESERVES, CURRENT  PHONE NUMBER 631-324-4017. NO ADVANCE PERMISSION
 LX0322'IS PRESENTLY NEEDED FOR ACCESS.  NAD83  RAPID STATIC GPS POSITION N 41
 LX0322'01 55.453, W 72 11 14.624. THIS IS NOT THE SAME MARK AS  RM 2 FOR
 LX0322'THREE MILE HARBOR, WHICH IS 59.5 M BEARING APPROX S 60 E AWAY.
 LX0322' 
 LX0322'TO REACH THE GENERAL AREA FROM THE HISTORIC WINDMILL IN EAST HAMPTON,
 LX0322'PROCEED 0.5 MILE  NORTH ON N. MAIN ST. (UNDER THE RR BRIDGE) , THEN
 LX0322'BEAR LEFT ON THREE MILE HARBOR ROAD AT  A FORK WITH SPRINGS FIREPLACE
 LX0322'RD AND GO 1.3 MILES NORTH TO A FORK LEFT ON SPRINGY BANKS  RD. TAKE
 LX0322'THIS NORTHWESTERLY 2 MILES TO THE Y-INTERSECTION WITH HANDS CREEK RD
 LX0322'(THE GENERAL AREA OF BENCH MARK C 372, WHICH APPEARS TO BE GONE).
 LX0322'BEAR RIGHT AND CONTINUE 0.3 MILE NORTHERLY ON HANDS CREEK RD TO LEFT
 LX0322'TURN ON ALEWIVE  BROOK RD. PROCEED NW AND NORTH 0.8 MILE TO CROSSROADS
 LX0322'(X 371 HERE ON LEFT) AND CONTINUE  0.75 MILE NE, NOW ON OLD HOUSE
 LX0322'LANDING RD, TO RIGHT TURN ON SAMMYS BEACH RD. PROCEED  EASTERLY UP AND
 LX0322'THEN DOWNHILL, THEN NORTH AND LEVEL 0.25 MILE TO HARD RIGHT TURN
 LX0322'FOLLOWING ASPHALT RD (W 371 ON LEFT JUST BEFORE TURN), THEN 0.4 MILE
 LX0322'EAST TO END OF  ASPHALT RD, THEN WIND AROUND SNOW FENCE AND CONTINUE
 LX0322'0.6 MILE EASTERLY ON SAND-GRAVEL  RD TO TOP OF SLOPE BEYOND WHICH IT
 LX0322'IS PREFERABLE TO USE FOUR-WHEEL DRIVE. THREE CEDAR  TREES ARE NEARBY
 LX0322'ON THE LEFT,  AND TIDAL MARK 1171 C SHOULD BE OBVIOUS NEAR THEM.  THIS
 LX0322'MARK IS 134.30 M TO THE NW ON TRUE AZIMUTH 322-42 FROM 1171 C, 25.4 M
 LX0322'SW OF THE EXTENDED  LINE OF THE WESTERLY JETTY AND 111.7 M SE OF THE
 LX0322'SE END OF SAME.
 LX0322' 
 LX0322'THE MARK IS ON A SLIGHT DUNE, WITNESSED BY TWO WHITE ONE-INCH PVC
 LX0322'PIPES. IT IS 18.06 M  BEARING N 56 10 W FROM THREE MILE HARBOR RM 1
 LX0322'(NOT TIDAL 1) AND 0.7 M ABOVE IT. IT IS 112.27 M  BEARING S 43 15 E
 LX0322'FROM TIDAL MARK 1171 A AND 1.05 M ABOVE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7648 ***********************************************************************
 LX7648  DESIGNATION -  851 1629 TIDAL 1 RESET
 LX7648  PID         -  LX7648
 LX7648  STATE/COUNTY-  NY/SUFFOLK
 LX7648  USGS QUAD   -  GREENPORT (1956)
 LX7648
 LX7648                         *CURRENT SURVEY CONTROL
 LX7648  ___________________________________________________________________
 LX7648* NAD 83(1986)-  41 00 05.     (N)    072 17 44.     (W)     SCALED    
 LX7648* NAVD 88     -         3.39   (meters)      11.1    (feet)  RESET     
 LX7648  ___________________________________________________________________
 LX7648  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX7648
 LX7648  VERT ORDER  -  THIRD
 LX7648
 LX7648.The horizontal coordinates were scaled from a topographic map and have
 LX7648.an estimated accuracy of +/- 6 seconds.
 LX7648
 LX7648.The orthometric height was computed from unverified reset data.
 LX7648.No vertical observational check was made to the station.
 LX7648
 LX7648.The geoid height was determined by GEOID03.
 LX7648
 LX7648;                    North         East    Units  Estimated Accuracy
 LX7648;SPC NY L     -    94,090.      443,390.      MT  (+/- 180 meters Scaled)
 LX7648
 LX7648                          SUPERSEDED SURVEY CONTROL
 LX7648
 LX7648.No superseded survey control is available for this station.
 LX7648
 LX7648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL274424(NAD 83)
 LX7648_MARKER: DV = VERTICAL CONTROL DISK
 LX7648_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX7648_SP_SET: SLAB
 LX7648_STAMPING: TIDAL 1 RESET 1983
 LX7648_MARK LOGO: NGS   
 LX7648_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7648+STABILITY: SURFACE MOTION
 LX7648
 LX7648  HISTORY     - Date     Condition        Report By
 LX7648  HISTORY     - 1983     MONUMENTED       NGS
 LX7648
 LX7648                          STATION DESCRIPTION
 LX7648
 LX7648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LX7648'IN SAG HARBOR, ABOUT 50 YARDS SOUTH OF THE FLAG POLE WHICH IS AT THE
 LX7648'NORTH END OF MAIN STREET WHERE IT JOINS COUNTY ROAD 114, IN THE
 LX7648'SOUTHWEST CORNER THAT HOLDS THE AIR CONDITIONERS FOR THE BANK OF THE
 LX7648'HAMPTONS, AT THE NORTH SIDE OF THE BUILDING, 47.5 M (155.8 FT) SOUTH
 LX7648'OF THE SOUTH CURB OF COUNTY ROAD 114, 14.9 M (48.9 FT) EAST OF THE
 LX7648'EAST CURB OF MAIN STREET AND 1.2 M (3.9 FT) EAST OF THE NORTHWEST
 LX7648'CORNER OF THE BANK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7647 ***********************************************************************
 LX7647  DESIGNATION -  851 1629 TIDAL 3 RESET
 LX7647  PID         -  LX7647
 LX7647  STATE/COUNTY-  NY/SUFFOLK
 LX7647  USGS QUAD   -  GREENPORT (1956)
 LX7647
 LX7647                         *CURRENT SURVEY CONTROL
 LX7647  ___________________________________________________________________
 LX7647* NAD 83(1986)-  41 00 02.     (N)    072 17 42.     (W)     SCALED    
 LX7647* NAVD 88     -         3.30   (meters)      10.8    (feet)  RESET     
 LX7647  ___________________________________________________________________
 LX7647  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX7647
 LX7647  VERT ORDER  -  THIRD
 LX7647
 LX7647.The horizontal coordinates were scaled from a topographic map and have
 LX7647.an estimated accuracy of +/- 6 seconds.
 LX7647
 LX7647.The orthometric height was computed from unverified reset data.
 LX7647.No vertical observational check was made to the station.
 LX7647
 LX7647.The geoid height was determined by GEOID03.
 LX7647
 LX7647;                    North         East    Units  Estimated Accuracy
 LX7647;SPC NY L     -    94,000.      443,440.      MT  (+/- 180 meters Scaled)
 LX7647
 LX7647                          SUPERSEDED SURVEY CONTROL
 LX7647
 LX7647  NGVD 29 (09/01/04)    3.35   (m)           11.0    (f) RESET       3  
 LX7647
 LX7647.Superseded values are not recommended for survey control.
 LX7647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7647.See file dsdata.txt to determine how the superseded data were derived.
 LX7647
 LX7647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL275423(NAD 83)
 LX7647_MARKER: DV = VERTICAL CONTROL DISK
 LX7647_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX7647_SP_SET: SLAB
 LX7647_STAMPING: TIDAL 3 RESET 1983
 LX7647_MARK LOGO: NGS   
 LX7647_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7647+STABILITY: SURFACE MOTION
 LX7647
 LX7647  HISTORY     - Date     Condition        Report By
 LX7647  HISTORY     - 1983     MONUMENTED       NGS
 LX7647  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 LX7647
 LX7647                          STATION DESCRIPTION
 LX7647
 LX7647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LX7647'IN SAG HARBOR, AT THE TOWN MUNICIPAL BUILDING, UNDER AND AT THE SOUTH
 LX7647'END OF A DOUBLE SET OF WINDOWS AT THE NORTHWEST CORNER OF THE
 LX7647'BUILDING, 5.6 M (18.4 FT) EAST OF THE EAST CURB OF MAIN STREET, 2.4 M
 LX7647'(7.9 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.8 M
 LX7647'(5.9 FT) NORTH OF THE CENTER OF THE NORTH SET OF DOORS LEADING INTO
 LX7647'THE BUILDING.
 LX7647
 LX7647                          STATION RECOVERY (2002)
 LX7647
 LX7647'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 LX7647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1351 ***********************************************************************
 KU1351  DESIGNATION -  851 6925 TIDAL 2
 KU1351  PID         -  KU1351
 KU1351  STATE/COUNTY-  NY/NASSAU
 KU1351  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1351
 KU1351                         *CURRENT SURVEY CONTROL
 KU1351  ___________________________________________________________________
 KU1351* NAD 83(1986)-  40 36 51.     (N)    073 45 20.     (W)     SCALED    
 KU1351* NAVD 88     -         1.758  (meters)       5.77   (feet)  ADJUSTED  
 KU1351  ___________________________________________________________________
 KU1351  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KU1351  DYNAMIC HT  -           1.757 (meters)       5.76  (feet)  COMP
 KU1351  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 KU1351
 KU1351  VERT ORDER  -  FIRST     CLASS II
 KU1351
 KU1351.The horizontal coordinates were scaled from a topographic map and have
 KU1351.an estimated accuracy of +/- 6 seconds.
 KU1351
 KU1351.The orthometric height was determined by differential leveling
 KU1351.and adjusted by the National Geodetic Survey in June 1991..
 KU1351
 KU1351.The geoid height was determined by GEOID03.
 KU1351
 KU1351.The dynamic height is computed by dividing the NAVD 88
 KU1351.geopotential number by the normal gravity value computed on the
 KU1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1351.degrees latitude (g = 980.6199 gals.).
 KU1351
 KU1351.The modeled gravity was interpolated from observed gravity values.
 KU1351
 KU1351;                    North         East    Units  Estimated Accuracy
 KU1351;SPC NY L     -    49,720.      320,690.      MT  (+/- 180 meters Scaled)
 KU1351
 KU1351                          SUPERSEDED SURVEY CONTROL
 KU1351
 KU1351  NGVD 29 (??/??/92)    2.094  (m)            6.87   (f) ADJ UNCH    1 2
 KU1351
 KU1351.Superseded values are not recommended for survey control.
 KU1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1351.See file dsdata.txt to determine how the superseded data were derived.
 KU1351
 KU1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK052966(NAD 83)
 KU1351_MARKER: DJ = TIDAL STATION DISK
 KU1351_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU1351_SP_SET: CURB
 KU1351_STAMPING: NO 2 1934
 KU1351_MARK LOGO: CGS   
 KU1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1351
 KU1351  HISTORY     - Date     Condition        Report By
 KU1351  HISTORY     - 1934     MONUMENTED       CGS
 KU1351  HISTORY     - 1952     GOOD             NGS
 KU1351  HISTORY     - 19891220 GOOD             SBAS
 KU1351
 KU1351                          STATION DESCRIPTION
 KU1351
 KU1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1351'AT INWOOD.
 KU1351'AT INWOOD, NASSAU COUNTY, ABOUT 1 MILE NORTH OF FAR ROCKAWAY,
 KU1351'QUEENS COUNTY, ABOUT 0.25 MILE NORTHWEST OF INTERSECTION OF
 KU1351'SHERIDAN AVENUE AND NASSAU AVENUE, AT NORTHEAST CORNER OF
 KU1351'INTERSECTION OF BAYVIEW AVENUE AND CERRO STREET, 15 FEET
 KU1351'NORTH OF CENTER LINE OF BAYVIEW AVENUE, 15 FEET EAST OF CENTER
 KU1351'LINE OF CERRO STREET, IN THE TOP OF ROUNDED CORNER OF CURB AND
 KU1351'1 FOOT SOUTHWEST OF A POWER POLE.  NOTE-- MARK SHOULD BE USED
 KU1351'WITH CAUTION AS CURB IS CRACKED.
 KU1351
 KU1351                          STATION RECOVERY (1989)
 KU1351
 KU1351'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1989
 KU1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1350 ***********************************************************************
 KU1350  FBN         -  This is a Federal Base Network Control Station.
 KU1350  DESIGNATION -  851 6925 TIDAL 3
 KU1350  PID         -  KU1350
 KU1350  STATE/COUNTY-  NY/NASSAU
 KU1350  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1350
 KU1350                         *CURRENT SURVEY CONTROL
 KU1350  ___________________________________________________________________
 KU1350* NAD 83(1996)-  40 36 49.12568(N)    073 45 15.30863(W)     ADJUSTED  
 KU1350* NAVD 88     -         1.765  (meters)       5.79   (feet)  ADJUSTED  
 KU1350  ___________________________________________________________________
 KU1350  X           -   1,356,435.345 (meters)                     COMP
 KU1350  Y           -  -4,655,004.826 (meters)                     COMP
 KU1350  Z           -   4,129,928.295 (meters)                     COMP
 KU1350  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KU1350  ELLIP HEIGHT-         -30.23  (meters)          (09/18/02) GPS OBS
 KU1350  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KU1350  DYNAMIC HT  -           1.765 (meters)       5.79  (feet)  COMP
 KU1350  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 KU1350
 KU1350  HORZ ORDER  -  A
 KU1350  VERT ORDER  -  FIRST     CLASS II
 KU1350  ELLP ORDER  -  FOURTH    CLASS II
 KU1350
 KU1350.The horizontal coordinates were established by GPS observations
 KU1350.and adjusted by the National Geodetic Survey in September 2002..
 KU1350
 KU1350.The orthometric height was determined by differential leveling
 KU1350.and adjusted by the National Geodetic Survey in June 1991..
 KU1350
 KU1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU1350
 KU1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU1350
 KU1350.The ellipsoidal height was determined by GPS observations
 KU1350.and is referenced to NAD 83.
 KU1350
 KU1350.The geoid height was determined by GEOID03.
 KU1350
 KU1350.The dynamic height is computed by dividing the NAVD 88
 KU1350.geopotential number by the normal gravity value computed on the
 KU1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1350.degrees latitude (g = 980.6199 gals.).
 KU1350
 KU1350.The modeled gravity was interpolated from observed gravity values.
 KU1350
 KU1350;                    North         East     Units Scale Factor Converg.
 KU1350;SPC NY L     -    49,664.176   320,796.323   MT  1.00000337   +0 09 38.7
 KU1350;SPC NY L     -   162,939.88  1,052,479.27   sFT  1.00000337   +0 09 38.7
 KU1350;UTM  18      - 4,496,615.348   605,379.948   MT  0.99973669   +0 48 39.6
 KU1350
 KU1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU1350!SPC NY L     -   1.00000474  x   1.00000337  =   1.00000811
 KU1350!UTM  18      -   1.00000474  x   0.99973669  =   0.99974143
 KU1350
 KU1350                          SUPERSEDED SURVEY CONTROL
 KU1350
 KU1350  NAD 83(1996)-  40 36 49.12584(N)    073 45 15.30938(W) AD(       ) 1
 KU1350  ELLIP H (03/29/02)  -30.25   (m)                       GP(       ) 1 1
 KU1350  NAVD 88 (03/29/02)    1.76   (m)            5.8    (f) LEVELING    3  
 KU1350  NGVD 29 (??/??/92)    2.101  (m)            6.89   (f) ADJ UNCH    1 2
 KU1350
 KU1350.Superseded values are not recommended for survey control.
 KU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1350.See file dsdata.txt to determine how the superseded data were derived.
 KU1350
 KU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0538096615(NAD 83)
 KU1350_MARKER: DJ = TIDAL STATION DISK
 KU1350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU1350+WITH SETTING: PAVEMENT
 KU1350_SP_SET: GAS TANK BASE
 KU1350_STAMPING: NO 3 1934
 KU1350_MARK LOGO: CGS   
 KU1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1350+STABILITY: SURFACE MOTION
 KU1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1350+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 KU1350
 KU1350  HISTORY     - Date     Condition        Report By
 KU1350  HISTORY     - 1934     MONUMENTED       CGS
 KU1350  HISTORY     - 1952     GOOD             NGS
 KU1350  HISTORY     - 19891220 GOOD             SBAS
 KU1350  HISTORY     - 20001216 GOOD             SBAS
 KU1350  HISTORY     - 20010829 GOOD             NGS
 KU1350
 KU1350                          STATION DESCRIPTION
 KU1350
 KU1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1350'AT INWOOD.
 KU1350'AT INWOOD, NASSAU COUNTY, ABOUT 1 MILE NORTH OF FAR ROCKAWAY,
 KU1350'QUEENS COUNTY, 1 BLOCK WEST OF INTERSECTION OF SHERIDAN AVENUE
 KU1350'AND NASSAU AVENUE, AT INTERSECTION OF NASSAU AVENUE AND CRAFT
 KU1350'STREET, 35 FEET SOUTH OF CENTER LINE OF NASSAU AVENUE, 15
 KU1350'FEET WEST OF EXTENDED CENTER LINE OF CRAFT STREET, IN THE TOP OF
 KU1350'NORTH SIDE OF CONCRETE BASE OF A LARGE GAS TANK, 1/2 FOOT
 KU1350'NORTH OF NORTH EDGE OF STEEL TANK AND ABOUT LEVEL WITH NASSAU
 KU1350'AVENUE.
 KU1350
 KU1350                          STATION RECOVERY (1989)
 KU1350
 KU1350'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1989
 KU1350'RECOVERED IN GOOD CONDITION.
 KU1350
 KU1350                          STATION RECOVERY (2000)
 KU1350
 KU1350'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 2000 (PL)
 KU1350'GAS TANKS REMOVED, ON GROUNDS OF BROOKLYN UNION INWOOD GAS FACILITY,
 KU1350'FOR ACCESS CALL 516 545-4272
 KU1350
 KU1350                          STATION RECOVERY (2001)
 KU1350
 KU1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 KU1350'RECOVERED AS DESCRIBED.
 KU1350'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7792 ***********************************************************************
 DE7792  FBN         -  This is a Federal Base Network Control Station.
 DE7792  DESIGNATION -  851 6945 TIDAL 5
 DE7792  PID         -  DE7792
 DE7792  STATE/COUNTY-  NY/NASSAU
 DE7792  USGS QUAD   -  FLUSHING (1979)
 DE7792
 DE7792                         *CURRENT SURVEY CONTROL
 DE7792  ___________________________________________________________________
 DE7792* NAD 83(1996)-  40 48 45.08714(N)    073 45 52.15928(W)     ADJUSTED  
 DE7792* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 DE7792  ___________________________________________________________________
 DE7792  X           -   1,351,576.614 (meters)                     COMP
 DE7792  Y           -  -4,641,417.855 (meters)                     COMP
 DE7792  Z           -   4,146,669.911 (meters)                     COMP
 DE7792  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DE7792  ELLIP HEIGHT-         -27.90  (meters)          (09/18/02) GPS OBS
 DE7792  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DE7792
 DE7792  HORZ ORDER  -  A
 DE7792  ELLP ORDER  -  FOURTH    CLASS II
 DE7792
 DE7792.The horizontal coordinates were established by GPS observations
 DE7792.and adjusted by the National Geodetic Survey in September 2002..
 DE7792
 DE7792.The orthometric height was determined by GPS observations and a
 DE7792.high-resolution geoid model.
 DE7792
 DE7792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7792
 DE7792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7792
 DE7792.The ellipsoidal height was determined by GPS observations
 DE7792.and is referenced to NAD 83.
 DE7792
 DE7792.The geoid height was determined by GEOID03.
 DE7792
 DE7792;                    North         East     Units Scale Factor Converg.
 DE7792;SPC NY L     -    71,746.776   319,870.705   MT  0.99999511   +0 09 14.6
 DE7792;SPC NY L     -   235,389.21  1,049,442.47   sFT  0.99999511   +0 09 14.6
 DE7792;UTM  18      - 4,518,680.180   604,203.450   MT  0.99973365   +0 48 27.3
 DE7792
 DE7792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7792!SPC NY L     -   1.00000438  x   0.99999511  =   0.99999949
 DE7792!UTM  18      -   1.00000438  x   0.99973365  =   0.99973803
 DE7792
 DE7792                          SUPERSEDED SURVEY CONTROL
 DE7792
 DE7792.No superseded survey control is available for this station.
 DE7792
 DE7792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0420318680(NAD 83)
 DE7792_MARKER: DJ = TIDAL STATION DISK
 DE7792_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7792_SP_SET: SEAWALL
 DE7792_STAMPING: NO 5 1973
 DE7792_MARK LOGO: NOS   
 DE7792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7792+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 DE7792
 DE7792  HISTORY     - Date     Condition        Report By
 DE7792  HISTORY     - 1973     MONUMENTED       NOS
 DE7792  HISTORY     - 20010725 GOOD             NGS
 DE7792
 DE7792                          STATION DESCRIPTION
 DE7792
 DE7792'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 DE7792'THE STATION IS LOCATED AT THE US MERCHANT MARINE ACADEMY AT KINGS
 DE7792'POINT, IN THE GREAT
 DE7792'NECK AREA OF LONG ISLAND.  OWNERSHIP--US MERCHANT MARINE ACADEMY,
 DE7792'KINGS POINT, NY.
 DE7792'CONTACT CAPTAIN DON FERGUSEN, HEAD OF EXTERNAL AFFAIRS ONE DAY IN
 DE7792'ADVANCE OF
 DE7792'OBSERVATIONS.  TELEPHONE, 516-773-5863.  TO REACH FROM THE JUNCTION OF
 DE7792'INTERSTATE
 DE7792'HIGHWAY 495 AND LAKEVILLE ROAD (EXIT 33) GO NORTHWEST ON LAKEVILLE
 DE7792'ROAD FOR 1.1 MI (1.8 KM)
 DE7792'UNTIL IT CHANGES TO MIDDLE NECK ROAD.  CONTINUE NORTHERLY ON MIDDLE
 DE7792'NECK ROAD FOR 2.25
 DE7792'MI (3.62 KM) TO STEAMBOAT ROAD ON THE LEFT.  TURN WEST ON STEAMBOAT
 DE7792'ROAD AND GO 1.3 MI (2.1
 DE7792'KM) TO THE ENTRANCE TO THE US MERCHANT MARINE ACADEMY AND GUARDHOUSE.
 DE7792'PASS THROUGH
 DE7792'GATE AND CONTINUE ON ENTRANCE ROAD FOR 0.3 MI (0.5 KM) TO THE FISHING
 DE7792'PIER.  TURN LEFT,
 DE7792'SOUTH AND PASS BEHIND THE YOCUM SAILING CENTER FOR 0.05 MI (0.08 KM)
 DE7792'TO A STOP SIGN.
 DE7792'CONTINUE FOR 0.01 MI (0.02 KM) TO THE STATION ON THE RIGHT IN THE
 DE7792'SEAWALL.  LOCATED 164.37 FT
 DE7792'(50.10 M) SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL, 86.94 FT
 DE7792'(26.50 M)
 DE7792'WEST-NORTHWEST OF THE NORTHEAST CORNER OF CONCRETE DECK SURROUNDING
 DE7792'THE ELDRIDGE
 DE7792'SWIMMING POOL, 15.09 FT (4.60 M) NORTH-NORTHEAST OF THE CENTER OF THE
 DE7792'NORTHERN MOST OF
 DE7792'TWO MOORING BITTS, AND 2.17 FT (0.66 M) EAST OF THE WEST EDGE OF THE
 DE7792'CONCRETE SEAWALL.
 DE7792'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6732 ***********************************************************************
 AH6732  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6732  DESIGNATION -  851 6990 A TIDAL
 AH6732  PID         -  AH6732
 AH6732  STATE/COUNTY-  NY/QUEENS
 AH6732  USGS QUAD   -  FLUSHING (1979)
 AH6732
 AH6732                         *CURRENT SURVEY CONTROL
 AH6732  ___________________________________________________________________
 AH6732* NAD 83(1986)-  40 47 36.     (N)    073 46 52.     (W)     SCALED    
 AH6732* NAVD 88     -         9.066  (meters)      29.74   (feet)  ADJUSTED  
 AH6732  ___________________________________________________________________
 AH6732  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AH6732  DYNAMIC HT  -           9.062 (meters)      29.73  (feet)  COMP
 AH6732  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 AH6732
 AH6732  VERT ORDER  -  SECOND    CLASS I
 AH6732
 AH6732.The horizontal coordinates were scaled from a topographic map and have
 AH6732.an estimated accuracy of +/- 6 seconds.
 AH6732
 AH6732.The orthometric height was determined by differential leveling
 AH6732.and adjusted by the National Geodetic Survey in September 2005..
 AH6732
 AH6732.This Tidal Bench Mark is designated as VM 306
 AH6732.by the Center for Operational Oceanographic Products and Services.
 AH6732
 AH6732.The geoid height was determined by GEOID03.
 AH6732
 AH6732.The dynamic height is computed by dividing the NAVD 88
 AH6732.geopotential number by the normal gravity value computed on the
 AH6732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6732.degrees latitude (g = 980.6199 gals.).
 AH6732
 AH6732.The modeled gravity was interpolated from observed gravity values.
 AH6732
 AH6732;                    North         East    Units  Estimated Accuracy
 AH6732;SPC NY L     -    69,610.      318,470.      MT  (+/- 180 meters Scaled)
 AH6732
 AH6732                          SUPERSEDED SURVEY CONTROL
 AH6732
 AH6732.No superseded survey control is available for this station.
 AH6732
 AH6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028165(NAD 83)
 AH6732_MARKER: DJ = TIDAL STATION DISK
 AH6732_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH6732+WITH SETTING: PAVEMENT
 AH6732_SP_SET: SLAB
 AH6732_STAMPING: 6990 A 1982
 AH6732_MARK LOGO: NOS   
 AH6732_PROJECTION: FLUSH
 AH6732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6732+STABILITY: SURFACE MOTION
 AH6732
 AH6732  HISTORY     - Date     Condition        Report By
 AH6732  HISTORY     - 1982     MONUMENTED       NOS
 AH6732  HISTORY     - 19951101 GOOD             NOS
 AH6732  HISTORY     - 20060505 GOOD             GEOCAC
 AH6732
 AH6732                          STATION DESCRIPTION
 AH6732
 AH6732'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6732'THE BENCH MARK IS SET IN THE SE CORNER OF A 3 M (9.8 FT) X 4 M (13.1
 AH6732'FT) CONCRETE SLAB LOCATED IN THE MEDIAN OF A Y FORMED BY BAYSIDE
 AH6732'STREET AND TOTTEN AVENUE.  28.2 M (92.5 FT) SOUTH OF THE SE CORNER OF
 AH6732'BUILDING NO.  601, 20.8 M (68.2 FT) EAST OF THE SW CORNER OF BUILDING
 AH6732'NO.  601, 10.7 M (35.1 FT) SE OF THE CENTERLINE OF BAYSIDE STREET, AND
 AH6732'5.1 M (16.7 FT) NW OF THE CENTERLINE OF TOTTEN AVENUE.
 AH6732
 AH6732                          STATION RECOVERY (2006)
 AH6732
 AH6732'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 AH6732'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0977 ***********************************************************************
 KU0977  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0977  DESIGNATION -  851 6990 TIDAL 3
 KU0977  PID         -  KU0977
 KU0977  STATE/COUNTY-  NY/QUEENS
 KU0977  USGS QUAD   -  FLUSHING (1979)
 KU0977
 KU0977                         *CURRENT SURVEY CONTROL
 KU0977  ___________________________________________________________________
 KU0977* NAD 83(1986)-  40 47 40.     (N)    073 46 52.     (W)     SCALED    
 KU0977* NAVD 88     -         2.305  (meters)       7.56   (feet)  ADJUSTED  
 KU0977  ___________________________________________________________________
 KU0977  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0977  DYNAMIC HT  -           2.305 (meters)       7.56  (feet)  COMP
 KU0977  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 KU0977
 KU0977  VERT ORDER  -  SECOND    CLASS I
 KU0977
 KU0977.The horizontal coordinates were scaled from a topographic map and have
 KU0977.an estimated accuracy of +/- 6 seconds.
 KU0977
 KU0977.The orthometric height was determined by differential leveling
 KU0977.and adjusted by the National Geodetic Survey in September 2005..
 KU0977.No vertical observational check was made to the station.
 KU0977
 KU0977.This Tidal Bench Mark is designated as VM 300
 KU0977.by the Center for Operational Oceanographic Products and Services.
 KU0977
 KU0977.The geoid height was determined by GEOID03.
 KU0977
 KU0977.The dynamic height is computed by dividing the NAVD 88
 KU0977.geopotential number by the normal gravity value computed on the
 KU0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0977.degrees latitude (g = 980.6199 gals.).
 KU0977
 KU0977.The modeled gravity was interpolated from observed gravity values.
 KU0977
 KU0977;                    North         East    Units  Estimated Accuracy
 KU0977;SPC NY L     -    69,740.      318,470.      MT  (+/- 180 meters Scaled)
 KU0977
 KU0977                          SUPERSEDED SURVEY CONTROL
 KU0977
 KU0977  NAVD 88 (06/15/91)    2.285  (m)            7.50   (f) UNKNOWN     1 2
 KU0977  NGVD 29 (??/??/92)    2.614  (m)            8.58   (f) ADJ UNCH    1 2
 KU0977
 KU0977.Superseded values are not recommended for survey control.
 KU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0977.See file dsdata.txt to determine how the superseded data were derived.
 KU0977
 KU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028166(NAD 83)
 KU0977_MARKER: DB = BENCH MARK DISK
 KU0977_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU0977_SP_SET: RETAINING WALL
 KU0977_STAMPING: NO 3 1944
 KU0977_MARK LOGO: CGS   
 KU0977_PROJECTION: FLUSH
 KU0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0977+STABILITY: SURFACE MOTION
 KU0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0977+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 KU0977
 KU0977  HISTORY     - Date     Condition        Report By
 KU0977  HISTORY     - 1944     MONUMENTED       CGS
 KU0977  HISTORY     - 1952     GOOD             NGS
 KU0977  HISTORY     - 19951101 GOOD             NOS
 KU0977  HISTORY     - 20060510 GOOD             GEOCAC
 KU0977
 KU0977                          STATION DESCRIPTION
 KU0977
 KU0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0977'AT NEW YORK.
 KU0977'AT NEW YORK, IN BOROUGH OF QUEENS, AT WEST SIDE OF FORT TOTTEN,
 KU0977'NEAR THE LAND END OF QUARTERMASTER DOCK, 18 FEET WEST OF SEA
 KU0977'WALL, 5 FEET EAST OF WEST END OF CONCRETE PART OF DOCK, 0.7 FOOT
 KU0977'SOUTH OF NORTH EDGE OF CONCRETE PART OF DOCK AND SET IN THE
 KU0977'TOP OF NORTH RETAINING WALL OF LAND END OF DOCK.
 KU0977
 KU0977                          STATION RECOVERY (1995)
 KU0977
 KU0977'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KU0977'THE BENCH MARK IS SET IN THE RETAINING WALL NEAR THE SHORE END OF THE
 KU0977'US COAST GUARD PIER AND WILLETS DRIVE AT FORT TOTTEN, ABOUT 5 M (16.4
 KU0977'FT) WNW OF THE SEA WALL, 2 M (6.6 FT) EAST OF THE WEST END OF THE
 KU0977'CONCRETE PART OF THE PIER, AND 0.2 M (0.7 FT) SOUTH OF THE NORTH EDGE
 KU0977'OF THE CONCRETE PART OF THE DOCK.
 KU0977
 KU0977                          STATION RECOVERY (2006)
 KU0977
 KU0977'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0977'RECOVERED IN GOOD CONDITION.
 KU0977' 
 KU0977'THE DOCK HAS BEEN REBUILT AND IS NOW CONSTRUCTED OF CONCRETE, AND SITS
 KU0977'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADWAY.  THE MARK JUST EAST (ON
 KU0977'THE LANDWARD SIDE) OF THE END OF THE DOCK AND NORTH OF THE CONCRETE
 KU0977'GANGPLANK LEADING UP TO THE DOCK.
 KU0977' 
 KU0977'THE MARK IS A STANDARD TIDAL BENCH MARK DISK STAMPED 'NO 3 1944' ON
 KU0977'THE NORTH EDGE OF THE CONCRETE ROADWAY SURFACE ABOUT 6 FEET EAST OF
 KU0977'THE END OF THE ROADWAY AND 1 FOOT SOUTH OF THE NORTH EDGE, OUTSIDE A
 KU0977'LARGE WOODEN TIMBER AND OUTSIDE OF A CHAIN LINK FENCE.
 KU0977' 
 KU0977'THE DOCK IS STILL UNDER THE JURISDICTION OF THE COAST GUARD BUT THE
 KU0977'ENTIRE AREA IS NOW A CITY PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0978 ***********************************************************************
 KU0978  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0978  DESIGNATION -  851 6990 TIDAL 4
 KU0978  PID         -  KU0978
 KU0978  STATE/COUNTY-  NY/QUEENS
 KU0978  USGS QUAD   -  FLUSHING (1979)
 KU0978
 KU0978                         *CURRENT SURVEY CONTROL
 KU0978  ___________________________________________________________________
 KU0978* NAD 83(1986)-  40 47 39.     (N)    073 46 50.     (W)     SCALED    
 KU0978* NAVD 88     -         3.305  (meters)      10.84   (feet)  ADJUSTED  
 KU0978  ___________________________________________________________________
 KU0978  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0978  DYNAMIC HT  -           3.303 (meters)      10.84  (feet)  COMP
 KU0978  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU0978
 KU0978  VERT ORDER  -  FIRST     CLASS II
 KU0978
 KU0978.The horizontal coordinates were scaled from a topographic map and have
 KU0978.an estimated accuracy of +/- 6 seconds.
 KU0978
 KU0978.The orthometric height was determined by differential leveling
 KU0978.and adjusted by the National Geodetic Survey in June 1991..
 KU0978
 KU0978.This Tidal Bench Mark is designated as VM 308
 KU0978.by the Center for Operational Oceanographic Products and Services.
 KU0978
 KU0978.The geoid height was determined by GEOID03.
 KU0978
 KU0978.The dynamic height is computed by dividing the NAVD 88
 KU0978.geopotential number by the normal gravity value computed on the
 KU0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0978.degrees latitude (g = 980.6199 gals.).
 KU0978
 KU0978.The modeled gravity was interpolated from observed gravity values.
 KU0978
 KU0978;                    North         East    Units  Estimated Accuracy
 KU0978;SPC NY L     -    69,710.      318,520.      MT  (+/- 180 meters Scaled)
 KU0978
 KU0978                          SUPERSEDED SURVEY CONTROL
 KU0978
 KU0978  NGVD 29 (??/??/92)    3.633  (m)           11.92   (f) ADJ UNCH    1 2
 KU0978
 KU0978.Superseded values are not recommended for survey control.
 KU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0978.See file dsdata.txt to determine how the superseded data were derived.
 KU0978
 KU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028166(NAD 83)
 KU0978_MARKER: DB = BENCH MARK DISK
 KU0978_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU0978_SP_SET: ROAD
 KU0978_MARK LOGO: USE   
 KU0978_PROJECTION: FLUSH
 KU0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0978+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KU0978
 KU0978  HISTORY     - Date     Condition        Report By
 KU0978  HISTORY     - 1938     MONUMENTED       DOD
 KU0978  HISTORY     - 1952     GOOD             NGS
 KU0978  HISTORY     - 19951101 GOOD             NOS
 KU0978  HISTORY     - 20060505 GOOD             GEOCAC
 KU0978
 KU0978                          STATION DESCRIPTION
 KU0978
 KU0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0978'AT NEW YORK.
 KU0978'AT NEW YORK, IN BOROUGH OF QUEENS, AT WEST SIDE OF FORT TOTTEN,
 KU0978'BETWEEN THE QUARTERMASTER DOCK AND JETTY, 26 FEET EAST AND
 KU0978'ACROSS A CONCRETE DRIVE FROM THE NORTHEAST CORNER OF 2-STORY
 KU0978'BRICK BUILDING NO. 193, 1/2 FOOT WEST OF A RETAINING WALL, IN THE
 KU0978'TOP OF A CONCRETE DRIVE, 1/2 FOOT SOUTH OF AN EXPANSION JOINT IN
 KU0978'DRIVE, 1/2 FOOT SOUTH OF AN ANGLE IN RETAINING WALL, AND LEVEL
 KU0978'WITH DRIVE.
 KU0978
 KU0978                          STATION RECOVERY (1995)
 KU0978
 KU0978'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KU0978'THE BENCH MARK IS SET IN THE CONCRETE ROAD (LITTLE BAY ROAD) NEAR
 KU0978'BUILDING NO.  615 AT THE US COAST GUARD STATION, 7.9 M (25.9 FT) EAST
 KU0978'OF THE NE CORNER OF BUILDING NO.  615, 0.2 M (0.7 FT) SOUTH OF AN
 KU0978'ANGLE IN THE RETAINING WALL, 0.2 M (0.7 FT) SOUTH OF AN EXPANSION
 KU0978'JOINT IN THE ROAD, 0.2 M (0.7 FT) WEST OF THE RETAINING WALL, AND JUST
 KU0978'SE OF A CHAIN LINK FENCE.
 KU0978
 KU0978                          STATION RECOVERY (2006)
 KU0978
 KU0978'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0978'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1995 NOS RECOVERY.
 KU0978' 
 KU0978'NOTE - THE DISK IS UNSTAMPED AND IS EMBOSSED 'CORPS OF ENGINEERS
 KU0978'U.S.ARMY' AND 'MAP CONTROL STATION'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6731 ***********************************************************************
 AH6731  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6731  DESIGNATION -  851 6990 TIDAL 5
 AH6731  PID         -  AH6731
 AH6731  STATE/COUNTY-  NY/QUEENS
 AH6731  USGS QUAD   -  FLUSHING (1979)
 AH6731
 AH6731                         *CURRENT SURVEY CONTROL
 AH6731  ___________________________________________________________________
 AH6731* NAD 83(1986)-  40 47 36.     (N)    073 46 52.     (W)     SCALED    
 AH6731* NAVD 88     -         4.115  (meters)      13.50   (feet)  ADJUSTED  
 AH6731  ___________________________________________________________________
 AH6731  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AH6731  DYNAMIC HT  -           4.113 (meters)      13.49  (feet)  COMP
 AH6731  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 AH6731
 AH6731  VERT ORDER  -  SECOND    CLASS I
 AH6731
 AH6731.The horizontal coordinates were scaled from a topographic map and have
 AH6731.an estimated accuracy of +/- 6 seconds.
 AH6731
 AH6731.The orthometric height was determined by differential leveling
 AH6731.and adjusted by the National Geodetic Survey in September 2005..
 AH6731
 AH6731.This Tidal Bench Mark is designated as VM 304
 AH6731.by the Center for Operational Oceanographic Products and Services.
 AH6731
 AH6731.The geoid height was determined by GEOID03.
 AH6731
 AH6731.The dynamic height is computed by dividing the NAVD 88
 AH6731.geopotential number by the normal gravity value computed on the
 AH6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6731.degrees latitude (g = 980.6199 gals.).
 AH6731
 AH6731.The modeled gravity was interpolated from observed gravity values.
 AH6731
 AH6731;                    North         East    Units  Estimated Accuracy
 AH6731;SPC NY L     -    69,610.      318,470.      MT  (+/- 180 meters Scaled)
 AH6731
 AH6731                          SUPERSEDED SURVEY CONTROL
 AH6731
 AH6731.No superseded survey control is available for this station.
 AH6731
 AH6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028165(NAD 83)
 AH6731_MARKER: DJ = TIDAL STATION DISK
 AH6731_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH6731_SP_SET: FLOOR
 AH6731_STAMPING: NO 5 1975
 AH6731_MARK LOGO: NOS   
 AH6731_PROJECTION: FLUSH
 AH6731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6731+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 AH6731
 AH6731  HISTORY     - Date     Condition        Report By
 AH6731  HISTORY     - 1975     MONUMENTED       NOS
 AH6731  HISTORY     - 19951101 GOOD             NOS
 AH6731  HISTORY     - 20060505 GOOD             GEOCAC
 AH6731
 AH6731                          STATION DESCRIPTION
 AH6731
 AH6731'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6731'THE BENCH MARK IS SET IN THE CONCRETE FLOOR AT THE ENTRANCE OF THE
 AH6731'LOADING DOOR ON THE WEST SIDE OF BUILDING NO. 610 AT THE U.S. COAST
 AH6731'GUARD STATION, 16.2 M (53.1 FT) NORTH OF THE SMALL BRICK POWER
 AH6731'BUILDING NO.  609, 11.4 M (37.4 FT) SOUTH OF THE MAIN ENTRANCE TO
 AH6731'BUILDING NO.  610, AND 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF THE
 AH6731'CONCRETE ROAD (LITTLE BAY ROAD).
 AH6731
 AH6731                          STATION RECOVERY (2006)
 AH6731
 AH6731'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 AH6731'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH6731' 
 AH6731'NOTE - BUILDING 610 IS NOW OCCUPIED BY THE NEW YORK CITY POLICE
 AH6731'DEPARTMENT.  IT WOULD BE ADVISABLE TO CONSULT WITH THE OFFICER IN
 AH6731'CHARGE BEFORE USING OR RECOVERING THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0979 ***********************************************************************
 KU0979  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0979  DESIGNATION -  851 6990 TIDAL 735
 KU0979  PID         -  KU0979
 KU0979  STATE/COUNTY-  NY/QUEENS
 KU0979  USGS QUAD   -  FLUSHING (1979)
 KU0979
 KU0979                         *CURRENT SURVEY CONTROL
 KU0979  ___________________________________________________________________
 KU0979* NAD 83(1986)-  40 47 39.     (N)    073 46 51.     (W)     SCALED    
 KU0979* NAVD 88     -         4.402  (meters)      14.44   (feet)  ADJUSTED  
 KU0979  ___________________________________________________________________
 KU0979  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0979  DYNAMIC HT  -           4.400 (meters)      14.44  (feet)  COMP
 KU0979  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU0979
 KU0979  VERT ORDER  -  FIRST     CLASS II
 KU0979
 KU0979.The horizontal coordinates were scaled from a topographic map and have
 KU0979.an estimated accuracy of +/- 6 seconds.
 KU0979
 KU0979.The orthometric height was determined by differential leveling
 KU0979.and adjusted by the National Geodetic Survey in June 1991..
 KU0979
 KU0979.This Tidal Bench Mark is designated as VM 309
 KU0979.by the Center for Operational Oceanographic Products and Services.
 KU0979
 KU0979.The geoid height was determined by GEOID03.
 KU0979
 KU0979.The dynamic height is computed by dividing the NAVD 88
 KU0979.geopotential number by the normal gravity value computed on the
 KU0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0979.degrees latitude (g = 980.6199 gals.).
 KU0979
 KU0979.The modeled gravity was interpolated from observed gravity values.
 KU0979
 KU0979;                    North         East    Units  Estimated Accuracy
 KU0979;SPC NY L     -    69,710.      318,500.      MT  (+/- 180 meters Scaled)
 KU0979
 KU0979                          SUPERSEDED SURVEY CONTROL
 KU0979
 KU0979  NGVD 29 (??/??/92)    4.730  (m)           15.52   (f) ADJ UNCH    1 2
 KU0979
 KU0979.Superseded values are not recommended for survey control.
 KU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0979.See file dsdata.txt to determine how the superseded data were derived.
 KU0979
 KU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028166(NAD 83)
 KU0979_MARKER: X = CHISELED CROSS
 KU0979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0979_SP_SET: STONE WINDOW SILL
 KU0979_MARK LOGO: NONE  
 KU0979_PROJECTION: FLUSH
 KU0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0979+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KU0979
 KU0979  HISTORY     - Date     Condition        Report By
 KU0979  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU0979  HISTORY     - 1952     GOOD             NGS
 KU0979  HISTORY     - 19951101 GOOD             NOS
 KU0979  HISTORY     - 20060505 GOOD             GEOCAC
 KU0979
 KU0979                          STATION DESCRIPTION
 KU0979
 KU0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0979'AT NEW YORK.
 KU0979'AT NEW YORK, IN BOROUGH OF QUEENS, AT WEST SIDE OF FORT TOTTEN,
 KU0979'BETWEEN QUARTERMASTER DOCK AND STONE JETTY, A 1-INCH CHISELED
 KU0979'CROSS IN THE TOP OF HORIZONTAL SURFACE AT EAST END OF BLUESTONE
 KU0979'WINDOW SILL OF WEST WINDOW IN NORTH WALL OF 2-STORY RED BRICK
 KU0979'BUILDING NO. 193, 2.8 INCHES WEST OF EAST END OF SILL, AND ABOUT
 KU0979'3 1/2 FEET ABOVE CONCRETE FLOOR.
 KU0979
 KU0979                          STATION RECOVERY (1995)
 KU0979
 KU0979'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KU0979'THE BENCH MARK IS CHISELED IN THE WEST WINDOW SILL ON THE NORTH SIDE
 KU0979'OF BUILDING NO. 615 AT THE U.S. COAST GUARD STATION, ABOUT 1.1 M (3.6
 KU0979'FT) ABOVE FLOOR LEVEL, 0.7 M (2.3 FT) WEST OF THE WEST FACE OF A
 KU0979'CHIMNEY, 0.4 M (1.3 FT) SOUTH OF A STEEL FIRE ESCAPE LADDER, AND 0.1 M
 KU0979'(0.3 FT) WEST OF THE EAST END OF THE WINDOW SILL.
 KU0979
 KU0979                          STATION RECOVERY (2006)
 KU0979
 KU0979'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0979'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1995 NOS RECOVERY.
 KU0979' 
 KU0979'NOTE THAT THIS MARK WAS ORIGINALLY SET BY THE POST ENGINEER AT THE OLD
 KU0979'FORT TOTTEN ARMY BASE PRIOR TO 1909.  IT WAS THEN SURVEYED AROUND 1910
 KU0979'BY THE NEW YORK CITY BOARD OF ESTIMATE AND APPORTIONMENT AS PART OF
 KU0979'THE FIRST CITY-WIDE LEVELING DONE IN ALL 5 BOROUGHS.  THE INSCRIPTION
 KU0979''19.454', SET BY THE POST ENGINEER, CAN STILL BE SEEN UNDER THE MARK
 KU0979'ON THE SIDE OF THE STONE WINDOW SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1139 ***********************************************************************
 LX1139  DESIGNATION -  851 8051 TIDAL 1
 LX1139  PID         -  LX1139
 LX1139  STATE/COUNTY-  NY/WESTCHESTER
 LX1139  USGS QUAD   -  GLENVILLE (1971)
 LX1139
 LX1139                         *CURRENT SURVEY CONTROL
 LX1139  ___________________________________________________________________
 LX1139* NAD 83(1986)-  41 00 07.     (N)    073 39 48.     (W)     SCALED    
 LX1139* NAVD 88     -         6.394  (meters)      20.98   (feet)  ADJUSTED  
 LX1139  ___________________________________________________________________
 LX1139  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LX1139  DYNAMIC HT  -           6.392 (meters)      20.97  (feet)  COMP
 LX1139  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LX1139
 LX1139  VERT ORDER  -  FIRST     CLASS I
 LX1139
 LX1139.The horizontal coordinates were scaled from a topographic map and have
 LX1139.an estimated accuracy of +/- 6 seconds.
 LX1139
 LX1139.The orthometric height was determined by differential leveling
 LX1139.and adjusted by the National Geodetic Survey in June 1991..
 LX1139
 LX1139.The geoid height was determined by GEOID03.
 LX1139
 LX1139.The dynamic height is computed by dividing the NAVD 88
 LX1139.geopotential number by the normal gravity value computed on the
 LX1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1139.degrees latitude (g = 980.6199 gals.).
 LX1139
 LX1139.The modeled gravity was interpolated from observed gravity values.
 LX1139
 LX1139;                    North         East    Units  Estimated Accuracy
 LX1139;SPC NY E     -   241,100.      220,380.      MT  (+/- 180 meters Scaled)
 LX1139
 LX1139                          SUPERSEDED SURVEY CONTROL
 LX1139
 LX1139.No superseded survey control is available for this station.
 LX1139
 LX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL124398(NAD 83)
 LX1139_MARKER: DJ = TIDAL STATION DISK
 LX1139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1139_STAMPING: NO 1 1916
 LX1139_MARK LOGO: CGS   
 LX1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1139+STABILITY: SURFACE MOTION
 LX1139
 LX1139  HISTORY     - Date     Condition        Report By
 LX1139  HISTORY     - 1916     MONUMENTED       CGS
 LX1139  HISTORY     - 1965     GOOD             NGS
 LX1139  HISTORY     - 1985     GOOD             NGS
 LX1139  HISTORY     - 1990     POOR             USPSQD
 LX1139
 LX1139                          STATION DESCRIPTION
 LX1139
 LX1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1139'AT PORT CHESTER.
 LX1139'AT PORT CHESTER, ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 1
 LX1139'FROM THE POLICE COURT BUILDING, NEAR THE NEW YORK, NEW HAVEN AND
 LX1139'HARTFORD RAILROAD STATION, AT THE INTERSECTION OF KING STREET
 LX1139'AND ADEE STREET, AT THE HEAD OF ADEE STREET, SET VERTICALLY IN
 LX1139'THE SOUTHEAST FACE OF A STONE RETAINING WALL SOUTHEAST OF THE
 LX1139'STATION, 81 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 LX1139'KING AND ADEE STREET, 27.5 FEET SOUTHWEST OF THE NORTHEAST END
 LX1139'OF THE STONE PART OF WALL, 2 1/2 FEET ABOVE THE LEVEL OF THE
 LX1139'STREET.  NOTE-- MARK IS STAMPED AS SHOWN ABOVE AND NOT NO AS
 LX1139'SHOWN ON DESCRIPTION.
 LX1139
 LX1139                          STATION RECOVERY (1985)
 LX1139
 LX1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1139'RECOVERED IN GOOD CONDITION.
 LX1139
 LX1139                          STATION RECOVERY (1990)
 LX1139
 LX1139'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX1139'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3868 ***********************************************************************
 AB3868  FBN         -  This is a Federal Base Network Control Station.
 AB3868  TIDAL BM    -  This is a Tidal Bench Mark.
 AB3868  DESIGNATION -  851 8091 A TIDAL
 AB3868  PID         -  AB3868
 AB3868  STATE/COUNTY-  NY/WESTCHESTER
 AB3868  USGS QUAD   -  MAMARONECK (1975)
 AB3868
 AB3868                         *CURRENT SURVEY CONTROL
 AB3868  ___________________________________________________________________
 AB3868* NAD 83(1996)-  40 57 54.87889(N)    073 40 41.59298(W)     ADJUSTED  
 AB3868* NAVD 88     -         7.529  (meters)      24.70   (feet)  ADJUSTED  
 AB3868  ___________________________________________________________________
 AB3868  X           -   1,355,444.555 (meters)                     COMP
 AB3868  Y           -  -4,628,726.596 (meters)                     COMP
 AB3868  Z           -   4,159,494.177 (meters)                     COMP
 AB3868  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 AB3868  ELLIP HEIGHT-         -23.27  (meters)          (09/18/02) GPS OBS
 AB3868  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AB3868  DYNAMIC HT  -           7.526 (meters)      24.69  (feet)  COMP
 AB3868  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 AB3868
 AB3868  HORZ ORDER  -  B
 AB3868  VERT ORDER  -  SECOND    CLASS II
 AB3868  ELLP ORDER  -  FOURTH    CLASS II
 AB3868
 AB3868.The horizontal coordinates were established by GPS observations
 AB3868.and adjusted by the National Geodetic Survey in July 1997..
 AB3868
 AB3868.The orthometric height was determined by differential leveling
 AB3868.and adjusted by the National Geodetic Survey in April 2005..
 AB3868.No vertical observational check was made to the station.
 AB3868
 AB3868.This Tidal Bench Mark is designated as VM 2347
 AB3868.by the Center for Operational Oceanographic Products and Services.
 AB3868
 AB3868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3868
 AB3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3868
 AB3868.The ellipsoidal height was determined by GPS observations
 AB3868.and is referenced to NAD 83.
 AB3868
 AB3868.The geoid height was determined by GEOID03.
 AB3868
 AB3868.The dynamic height is computed by dividing the NAVD 88
 AB3868.geopotential number by the normal gravity value computed on the
 AB3868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3868.degrees latitude (g = 980.6199 gals.).
 AB3868
 AB3868.The modeled gravity was interpolated from observed gravity values.
 AB3868
 AB3868;                    North         East     Units Scale Factor Converg.
 AB3868;SPC NY E     -   237,013.408   219,170.316   MT  0.99995887   +0 32 19.6
 AB3868;SPC NY E     -   777,601.49    719,061.28   sFT  0.99995887   +0 32 19.6
 AB3868;UTM  18      - 4,535,740.014   611,223.478   MT  0.99975226   +0 51 59.9
 AB3868
 AB3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3868!SPC NY E     -   1.00000365  x   0.99995887  =   0.99996252
 AB3868!UTM  18      -   1.00000365  x   0.99975226  =   0.99975591
 AB3868
 AB3868                          SUPERSEDED SURVEY CONTROL
 AB3868
 AB3868  ELLIP H (07/24/97)  -23.24   (m)                       GP(       ) 1 1
 AB3868  NAD 83(1992)-  40 57 54.87777(N)    073 40 41.59222(W) AD(       ) B
 AB3868  ELLIP H (06/10/96)  -23.34   (m)                       GP(       ) 1 1
 AB3868  NAVD 88 (08/07/96)    7.53   (m)           24.7    (f) LEVELING    3  
 AB3868
 AB3868.Superseded values are not recommended for survey control.
 AB3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3868.See file dsdata.txt to determine how the superseded data were derived.
 AB3868
 AB3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1122335740(NAD 83)
 AB3868_MARKER: DB = BENCH MARK DISK
 AB3868_SETTING: 66 = SET IN ROCK OUTCROP
 AB3868_SP_SET: SET INTO BEDROCK OUTCROPPING
 AB3868_STAMPING: 8091 A 1988
 AB3868_MARK LOGO: NOS   
 AB3868_PROJECTION: FLUSH
 AB3868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3868+STABILITY: SURFACE MOTION
 AB3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3868+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 AB3868
 AB3868  HISTORY     - Date     Condition        Report By
 AB3868  HISTORY     - 1988     MONUMENTED       NOS
 AB3868  HISTORY     - 19950607 GOOD             NYDT
 AB3868  HISTORY     - 20001110 GOOD             BAKER
 AB3868  HISTORY     - 20010725 GOOD             NYDT
 AB3868  HISTORY     - 20030725 GOOD             NYDT
 AB3868  HISTORY     - 20040205 GOOD             MAP
 AB3868
 AB3868                          STATION DESCRIPTION
 AB3868
 AB3868'DESCRIBED BY NATIONAL OCEAN SERVICE 1988
 AB3868'THE BENCH MARK IS SET IN A BEDROCK OUTCROPPING, 77 M (254 FT) EAST
 AB3868'OF THE FLAGPOST LOCATED AT THE FOOT OF PLAYLAND PARKWAY, 37 M (120
 AB3868'FT) NNE OF A FIRE HYDRANT, 33 M (108 FT) WSW OF A LIGHTPOST, 11.9 M
 AB3868'(39.0 FT) NW OF THE CENTERLINE OF OLD RYE BEACH AVENUE, 2.8 M (9.2
 AB3868'FT ) NW OF THE CURB AND 0.8 M (2.5 FT) ABOVE THE STREET.
 AB3868'
 AB3868'TO REACH THE TIDAL BENCH MARK FROM I 95 AT PLAYLAND PARKWAY (EXIT
 AB3868'19), PROCEED SE TO THE END OF THE PARKWAY, THEN TURN LEFT ONTO OLD
 AB3868'RYE BEACH AVENUE AND SE OF PLAYLAND ADMINISTRATION BUILDING.
 AB3868
 AB3868                          STATION RECOVERY (1995)
 AB3868
 AB3868'RECOVERY NOTE BY NY DEPT OF TRANSP 1995
 AB3868'RECOVERED AS DESCRIBED.
 AB3868
 AB3868                          STATION RECOVERY (2000)
 AB3868
 AB3868'RECOVERY NOTE BY M BAKER JR INCORPORATED 2000 (RJH)
 AB3868'RECOVERED IN GOOD CONDITION.
 AB3868
 AB3868                          STATION RECOVERY (2001)
 AB3868
 AB3868'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (MPM)
 AB3868'RECOVERED AS DESCRIBED. SEE ALSO DATA SHEET FOR NOS TIDE STATION 851
 AB3868'8091.
 AB3868' 
 AB3868' 
 AB3868' 
 AB3868'
 AB3868
 AB3868                          STATION RECOVERY (2003)
 AB3868
 AB3868'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 AB3868'RECOVERED AS DESCRIBED.
 AB3868
 AB3868                          STATION RECOVERY (2004)
 AB3868
 AB3868'RECOVERY NOTE BY MAPCO 2004 (MJP)
 AB3868'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0987 ***********************************************************************
 KU0987  DESIGNATION -  851 8526 TIDAL 2
 KU0987  PID         -  KU0987
 KU0987  STATE/COUNTY-  NY/BRONX
 KU0987  USGS QUAD   -  FLUSHING (1979)
 KU0987
 KU0987                         *CURRENT SURVEY CONTROL
 KU0987  ___________________________________________________________________
 KU0987* NAD 83(1986)-  40 48 15.     (N)    073 47 36.     (W)     SCALED    
 KU0987* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 KU0987  ___________________________________________________________________
 KU0987  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU0987  DYNAMIC HT  -           3.512 (meters)      11.52  (feet)  COMP
 KU0987  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 KU0987
 KU0987  VERT ORDER  -  FIRST     CLASS II
 KU0987
 KU0987.The horizontal coordinates were scaled from a topographic map and have
 KU0987.an estimated accuracy of +/- 6 seconds.
 KU0987
 KU0987.The orthometric height was determined by differential leveling
 KU0987.and adjusted by the National Geodetic Survey in June 1991..
 KU0987
 KU0987.The geoid height was determined by GEOID03.
 KU0987
 KU0987.The dynamic height is computed by dividing the NAVD 88
 KU0987.geopotential number by the normal gravity value computed on the
 KU0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0987.degrees latitude (g = 980.6199 gals.).
 KU0987
 KU0987.The modeled gravity was interpolated from observed gravity values.
 KU0987
 KU0987;                    North         East    Units  Estimated Accuracy
 KU0987;SPC NY E     -   219,040.      209,630.      MT  (+/- 180 meters Scaled)
 KU0987
 KU0987                          SUPERSEDED SURVEY CONTROL
 KU0987
 KU0987  NGVD 29 (??/??/92)    3.852  (m)           12.64   (f) ADJ UNCH    1 2
 KU0987
 KU0987.Superseded values are not recommended for survey control.
 KU0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0987.See file dsdata.txt to determine how the superseded data were derived.
 KU0987
 KU0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL017177(NAD 83)
 KU0987_MARKER: DJ = TIDAL STATION DISK
 KU0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0987_SP_SET: SIDEWALK
 KU0987_STAMPING: NO 2 1951
 KU0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0987+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 KU0987
 KU0987  HISTORY     - Date     Condition        Report By
 KU0987  HISTORY     - 1951     MONUMENTED       CGS
 KU0987  HISTORY     - 1952     GOOD             NGS
 KU0987  HISTORY     - 1983     GOOD             NY-005
 KU0987  HISTORY     - 1990     GOOD             USPSQD
 KU0987  HISTORY     - 20060426 GOOD             GEOCAC
 KU0987
 KU0987                          STATION DESCRIPTION
 KU0987
 KU0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0987'AT NEW YORK.
 KU0987'AT NEW YORK, ON BOROUGH OF BRONX, AT FORT SCHUYLER, NEAR L PIER
 KU0987'USED BY NEW YORK MARITIME COLLEGE, ABOUT 100 YARDS NORTHWEST
 KU0987'OF POWER HOUSE, AT JUNCTION OF PIER AND SEA WALL, 1.4 FEET
 KU0987'NORTHEAST OF SOUTHWEST EDGE OF SEA WALL, 16 FEET SOUTHEAST OF
 KU0987'CENTER LINE OF APPROACH TO PIER, 3 FEET SOUTHEAST OF CONCRETE LAMP
 KU0987'POST, 0.8 FOOT NORTHEAST OF AN IRON RAIL AND SET IN THE TOP OF
 KU0987'SIDE WALK ALONG SEA WALL.
 KU0987
 KU0987                          STATION RECOVERY (1983)
 KU0987
 KU0987'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0987'RECOVERED IN GOOD CONDITION.
 KU0987
 KU0987                          STATION RECOVERY (1990)
 KU0987
 KU0987'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 KU0987'RECOVERED IN GOOD CONDITION.
 KU0987
 KU0987                          STATION RECOVERY (2006)
 KU0987
 KU0987'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0987'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU0987' 
 KU0987'NOTE, THERE IS A NEW YORK CITY POLICE PRESENCE AT THIS SITE SINCE IT
 KU0987'IS VERY NEAR TO THE ANCHORAGE OF THE THROGS NECK BRIDGE.  IT WOULD BE
 KU0987'ADVISABLE TO CONSULT WITH THE OFFICER IN CHARGE BEFORE ACCESSING THIS
 KU0987'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0986 ***********************************************************************
 KU0986  DESIGNATION -  851 8526 TIDAL 3
 KU0986  PID         -  KU0986
 KU0986  STATE/COUNTY-  NY/BRONX
 KU0986  USGS QUAD   -  FLUSHING (1979)
 KU0986
 KU0986                         *CURRENT SURVEY CONTROL
 KU0986  ___________________________________________________________________
 KU0986* NAD 83(1986)-  40 48 14.     (N)    073 47 34.     (W)     SCALED    
 KU0986* NAVD 88     -         3.527  (meters)      11.57   (feet)  ADJUSTED  
 KU0986  ___________________________________________________________________
 KU0986  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU0986  DYNAMIC HT  -           3.526 (meters)      11.57  (feet)  COMP
 KU0986  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 KU0986
 KU0986  VERT ORDER  -  FIRST     CLASS II
 KU0986
 KU0986.The horizontal coordinates were scaled from a topographic map and have
 KU0986.an estimated accuracy of +/- 6 seconds.
 KU0986
 KU0986.The orthometric height was determined by differential leveling
 KU0986.and adjusted by the National Geodetic Survey in June 1991..
 KU0986
 KU0986.The geoid height was determined by GEOID03.
 KU0986
 KU0986.The dynamic height is computed by dividing the NAVD 88
 KU0986.geopotential number by the normal gravity value computed on the
 KU0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0986.degrees latitude (g = 980.6199 gals.).
 KU0986
 KU0986.The modeled gravity was interpolated from observed gravity values.
 KU0986
 KU0986;                    North         East    Units  Estimated Accuracy
 KU0986;SPC NY E     -   219,010.      209,670.      MT  (+/- 180 meters Scaled)
 KU0986
 KU0986                          SUPERSEDED SURVEY CONTROL
 KU0986
 KU0986  NGVD 29 (??/??/92)    3.854  (m)           12.64   (f) ADJ UNCH    1 2
 KU0986
 KU0986.Superseded values are not recommended for survey control.
 KU0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0986.See file dsdata.txt to determine how the superseded data were derived.
 KU0986
 KU0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL018176(NAD 83)
 KU0986_MARKER: DJ = TIDAL STATION DISK
 KU0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0986_SP_SET: SIDEWALK
 KU0986_STAMPING: NO 3 1951
 KU0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0986+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 KU0986
 KU0986  HISTORY     - Date     Condition        Report By
 KU0986  HISTORY     - 1951     MONUMENTED       CGS
 KU0986  HISTORY     - 1952     GOOD             NGS
 KU0986  HISTORY     - 1983     GOOD             NY-005
 KU0986  HISTORY     - 1990     GOOD             USPSQD
 KU0986  HISTORY     - 20060426 GOOD             GEOCAC
 KU0986
 KU0986                          STATION DESCRIPTION
 KU0986
 KU0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0986'AT NEW YORK.
 KU0986'AT NEW YORK, IN BOROUGH OF BRONX, AT FORT SCHUYLER, NEAR L PIER
 KU0986'USED BY NEW YORK STATE MARITIME COLLEGE, IN TOP OF CONCRETE SIDE
 KU0986'WALK, 1.6 FEET NORTHEAST OF SOUTHWEST EDGE OF SEA WALL, 1 FOOT
 KU0986'NORTHEAST OF AN IRON RAIL, 120 FEET WEST OF NORTH CORNER OF
 KU0986'POWER HOUSE, 13 FEET NORTHWEST OF THE BOTTOM STEP OF A FLIGHT OF
 KU0986'STEPS LEADING TOWARD POWER HOUSE, 220 FEET SOUTHEAST OF JUNCTION
 KU0986'OF L PIER AND SEA WALL AND LEVEL WITH SIDE WALK.
 KU0986
 KU0986                          STATION RECOVERY (1983)
 KU0986
 KU0986'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0986'RECOVERED IN GOOD CONDITION.
 KU0986
 KU0986                          STATION RECOVERY (1990)
 KU0986
 KU0986'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 KU0986'RECOVERED IN GOOD CONDITION.
 KU0986
 KU0986                          STATION RECOVERY (2006)
 KU0986
 KU0986'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0986'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU0986' 
 KU0986'NOTE, THERE IS A NEW YORK CITY POLICE PRESENCE AT THIS SITE SINCE IT
 KU0986'IS VERY NEAR TO THE ANCHORAGE OF THE THROGS NECK BRIDGE.  IT WOULD BE
 KU0986'ADVISABLE TO CONSULT WITH THE OFFICER IN CHARGE BEFORE ACCESSING THIS
 KU0986'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0990 ***********************************************************************
 KU0990  DESIGNATION -  851 8526 TIDAL 4
 KU0990  PID         -  KU0990
 KU0990  STATE/COUNTY-  NY/BRONX
 KU0990  USGS QUAD   -  FLUSHING (1979)
 KU0990
 KU0990                         *CURRENT SURVEY CONTROL
 KU0990  ___________________________________________________________________
 KU0990* NAD 83(1986)-  40 48 18.     (N)    073 47 40.     (W)     SCALED    
 KU0990* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 KU0990  ___________________________________________________________________
 KU0990  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU0990  DYNAMIC HT  -           3.520 (meters)      11.55  (feet)  COMP
 KU0990  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 KU0990
 KU0990  VERT ORDER  -  FIRST     CLASS II
 KU0990
 KU0990.The horizontal coordinates were scaled from a topographic map and have
 KU0990.an estimated accuracy of +/- 6 seconds.
 KU0990
 KU0990.The orthometric height was determined by differential leveling
 KU0990.and adjusted by the National Geodetic Survey in June 1991..
 KU0990
 KU0990.The geoid height was determined by GEOID03.
 KU0990
 KU0990.The dynamic height is computed by dividing the NAVD 88
 KU0990.geopotential number by the normal gravity value computed on the
 KU0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0990.degrees latitude (g = 980.6199 gals.).
 KU0990
 KU0990.The modeled gravity was interpolated from observed gravity values.
 KU0990
 KU0990;                    North         East    Units  Estimated Accuracy
 KU0990;SPC NY E     -   219,130.      209,530.      MT  (+/- 180 meters Scaled)
 KU0990
 KU0990                          SUPERSEDED SURVEY CONTROL
 KU0990
 KU0990  NGVD 29 (??/??/92)    3.850  (m)           12.63   (f) ADJ UNCH    1 2
 KU0990
 KU0990.Superseded values are not recommended for survey control.
 KU0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0990.See file dsdata.txt to determine how the superseded data were derived.
 KU0990
 KU0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL016178(NAD 83)
 KU0990_MARKER: DJ = TIDAL STATION DISK
 KU0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0990_SP_SET: SEA WALL CAP
 KU0990_STAMPING: NO 4 1952
 KU0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0990+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 KU0990
 KU0990  HISTORY     - Date     Condition        Report By
 KU0990  HISTORY     - 1952     MONUMENTED       CGS
 KU0990  HISTORY     - 1983     GOOD             NY-005
 KU0990  HISTORY     - 1990     GOOD             USPSQD
 KU0990  HISTORY     - 20060426 GOOD             GEOCAC
 KU0990
 KU0990                          STATION DESCRIPTION
 KU0990
 KU0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0990'AT NEW YORK.
 KU0990'AT NEW YORK, IN BOROUGH OF BRONX, AT FORT SCHUYLER, NEAR L PIER
 KU0990'USED BY NEW YORK STATE MARITIME COLLEGE, ABOUT 0.1 MILE NORTHWEST
 KU0990'OF POWER HOUSE, IN THE TOP OF CONCRETE CAP OF SEA WALL, 85 FEET
 KU0990'NORTHWEST OF CENTER LINE OF APPROACH TO L PIER, 9.4 FEET WEST
 KU0990'OF AN UPRIGHT STEEL POST OF A WINCH HOIST, 2.3 FEET NORTHEAST
 KU0990'OF SOUTHWEST EDGE OF SEA WALL, 16.6 FEET SOUTHEAST OF SOUTHEAST
 KU0990'EDGE OF STONE MASONRY ANCHOR POST ON TOP OF SEA WALL AND LEVEL WITH
 KU0990'SEA WALL.
 KU0990
 KU0990                          STATION RECOVERY (1983)
 KU0990
 KU0990'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0990'RECOVERED IN GOOD CONDITION.
 KU0990
 KU0990                          STATION RECOVERY (1990)
 KU0990
 KU0990'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 KU0990'RECOVERED IN GOOD CONDITION.
 KU0990
 KU0990                          STATION RECOVERY (2006)
 KU0990
 KU0990'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0990'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU0990' 
 KU0990'NOTE, THERE IS A NEW YORK CITY POLICE PRESENCE AT THIS SITE SINCE IT
 KU0990'IS VERY NEAR TO THE ANCHORAGE OF THE THROGS NECK BRIDGE.  IT WOULD BE
 KU0990'ADVISABLE TO CONSULT WITH THE OFFICER IN CHARGE BEFORE ACCESSING THIS
 KU0990'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0992 ***********************************************************************
 KU0992  DESIGNATION -  851 8526 TIDAL 5
 KU0992  PID         -  KU0992
 KU0992  STATE/COUNTY-  NY/BRONX
 KU0992  USGS QUAD   -  FLUSHING (1979)
 KU0992
 KU0992                         *CURRENT SURVEY CONTROL
 KU0992  ___________________________________________________________________
 KU0992* NAD 83(1986)-  40 48 20.     (N)    073 47 41.     (W)     SCALED    
 KU0992* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 KU0992  ___________________________________________________________________
 KU0992  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0992  DYNAMIC HT  -           3.513 (meters)      11.53  (feet)  COMP
 KU0992  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 KU0992
 KU0992  VERT ORDER  -  FIRST     CLASS II
 KU0992
 KU0992.The horizontal coordinates were scaled from a topographic map and have
 KU0992.an estimated accuracy of +/- 6 seconds.
 KU0992
 KU0992.The orthometric height was determined by differential leveling
 KU0992.and adjusted by the National Geodetic Survey in June 1991..
 KU0992
 KU0992.The geoid height was determined by GEOID03.
 KU0992
 KU0992.The dynamic height is computed by dividing the NAVD 88
 KU0992.geopotential number by the normal gravity value computed on the
 KU0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0992.degrees latitude (g = 980.6199 gals.).
 KU0992
 KU0992.The modeled gravity was interpolated from observed gravity values.
 KU0992
 KU0992;                    North         East    Units  Estimated Accuracy
 KU0992;SPC NY E     -   219,200.      209,510.      MT  (+/- 180 meters Scaled)
 KU0992
 KU0992                          SUPERSEDED SURVEY CONTROL
 KU0992
 KU0992  NGVD 29 (??/??/92)    3.844  (m)           12.61   (f) ADJ UNCH    1 2
 KU0992
 KU0992.Superseded values are not recommended for survey control.
 KU0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0992.See file dsdata.txt to determine how the superseded data were derived.
 KU0992
 KU0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL016178(NAD 83)
 KU0992_MARKER: DJ = TIDAL STATION DISK
 KU0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0992_SP_SET: SEA WALL CAP
 KU0992_STAMPING: NO 5 1951
 KU0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0992
 KU0992  HISTORY     - Date     Condition        Report By
 KU0992  HISTORY     - 1951     MONUMENTED       CGS
 KU0992  HISTORY     - 1952     GOOD             NGS
 KU0992  HISTORY     - 1983     GOOD             NY-005
 KU0992  HISTORY     - 1990     GOOD             USPSQD
 KU0992  HISTORY     - 19910623 GOOD             USPSQD
 KU0992
 KU0992                          STATION DESCRIPTION
 KU0992
 KU0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0992'AT NEW YORK.
 KU0992'AT NEW YORK, IN BOROUGH OF BRONX, AT FORT SCHUYLER, ABOUT 82
 KU0992'YARDS NORTHWEST OF CENTER LINE OF APPROACH TO L PIER USED BY THE
 KU0992'NEW YORK STATE MARITIME COLLEGE, ABOUT 0.15 MILE NORTHWEST OF
 KU0992'POWER HOUSE, 77 1/2 FEET NORTHEAST OF A CORNER IN SEA WALL, 2.4
 KU0992'FEET SOUTHEAST OF NORTHWEST EDGE OF SEA WALL, 24 FEET SOUTHWEST
 KU0992'OF CENTER LINE OF ROAD, 69 1/2 FEET NORTHEAST OF THE NORTHWEST
 KU0992'ONE OF TWO MOORING BITS ABOUT 3 FEET BELOW LEVEL OF ROAD AND
 KU0992'SET IN THE TOP OF CONCRETE CAP OF SEA WALL.
 KU0992
 KU0992                          STATION RECOVERY (1983)
 KU0992
 KU0992'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0992'RECOVERED IN GOOD CONDITION.
 KU0992
 KU0992                          STATION RECOVERY (1990)
 KU0992
 KU0992'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 KU0992'RECOVERED IN GOOD CONDITION.
 KU0992
 KU0992                          STATION RECOVERY (1991)
 KU0992
 KU0992'RECOVERY NOTE BY US POWER SQUADRON 1991 (PS)
 KU0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0988 ***********************************************************************
 KU0988  DESIGNATION -  851 8526 TIDAL 6
 KU0988  PID         -  KU0988
 KU0988  STATE/COUNTY-  NY/BRONX
 KU0988  USGS QUAD   -  FLUSHING (1979)
 KU0988
 KU0988                         *CURRENT SURVEY CONTROL
 KU0988  ___________________________________________________________________
 KU0988* NAD 83(1986)-  40 48 24.     (N)    073 47 54.     (W)     SCALED    
 KU0988* NAVD 88     -         3.511  (meters)      11.52   (feet)  ADJUSTED  
 KU0988  ___________________________________________________________________
 KU0988  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0988  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 KU0988  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 KU0988
 KU0988  VERT ORDER  -  THIRD
 KU0988
 KU0988.The horizontal coordinates were scaled from a topographic map and have
 KU0988.an estimated accuracy of +/- 6 seconds.
 KU0988
 KU0988.The orthometric height was determined by differential leveling
 KU0988.and adjusted by the National Geodetic Survey in June 1991..
 KU0988
 KU0988.The geoid height was determined by GEOID03.
 KU0988
 KU0988.The dynamic height is computed by dividing the NAVD 88
 KU0988.geopotential number by the normal gravity value computed on the
 KU0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0988.degrees latitude (g = 980.6199 gals.).
 KU0988
 KU0988.The modeled gravity was interpolated from observed gravity values.
 KU0988
 KU0988;                    North         East    Units  Estimated Accuracy
 KU0988;SPC NY E     -   219,320.      209,200.      MT  (+/- 180 meters Scaled)
 KU0988
 KU0988                          SUPERSEDED SURVEY CONTROL
 KU0988
 KU0988.No superseded survey control is available for this station.
 KU0988
 KU0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL013179(NAD 83)
 KU0988_MARKER: DJ = TIDAL STATION DISK
 KU0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0988_SP_SET: CURB
 KU0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0988
 KU0988  HISTORY     - Date     Condition        Report By
 KU0988  HISTORY     - UNK      MONUMENTED       CGS
 KU0988  HISTORY     - 1958     GOOD             NGS
 KU0988  HISTORY     - 1983     GOOD             NY-005
 KU0988
 KU0988                          STATION DESCRIPTION
 KU0988
 KU0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KU0988'AT NEW YORK.
 KU0988'SET IN THE TOP OF CONCRETE CURB AT EASTERLY SIDE (INSIDE ANGLE) OF
 KU0988'T PIER USED BY NEW YORK STATE MARITIME COLLEGE AT FORT SCHUYLER.
 KU0988'IT IS 13 FEET EASTERLY OF CENTER LINE OF THE APPROACH TO PIER,
 KU0988'SET IN DRILL HOLE FLUSH WITH CURB.  THE DISK IS UNSTAMPED.
 KU0988
 KU0988                          STATION RECOVERY (1983)
 KU0988
 KU0988'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6735 ***********************************************************************
 AB6735  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6735  DESIGNATION -  851 8750 A TIDAL
 AB6735  PID         -  AB6735
 AB6735  STATE/COUNTY-  NY/NEW YORK
 AB6735  USGS QUAD   -  JERSEY CITY (1981)
 AB6735
 AB6735                         *CURRENT SURVEY CONTROL
 AB6735  ___________________________________________________________________
 AB6735* NAD 83(1986)-  40 42 00.     (N)    074 00 53.     (W)     SCALED    
 AB6735* NAVD 88     -         1.772  (meters)       5.81   (feet)  ADJUSTED  
 AB6735  ___________________________________________________________________
 AB6735  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AB6735  DYNAMIC HT  -           1.771 (meters)       5.81  (feet)  COMP
 AB6735  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 AB6735
 AB6735  VERT ORDER  -  FIRST     CLASS II
 AB6735
 AB6735.The horizontal coordinates were scaled from a topographic map and have
 AB6735.an estimated accuracy of +/- 6 seconds.
 AB6735
 AB6735.The orthometric height was determined by differential leveling
 AB6735.and adjusted by the National Geodetic Survey in September 1996..
 AB6735
 AB6735.This Tidal Bench Mark is designated as VM 294
 AB6735.by the Center for Operational Oceanographic Products and Services.
 AB6735
 AB6735.The geoid height was determined by GEOID03.
 AB6735
 AB6735.The dynamic height is computed by dividing the NAVD 88
 AB6735.geopotential number by the normal gravity value computed on the
 AB6735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6735.degrees latitude (g = 980.6199 gals.).
 AB6735
 AB6735.The modeled gravity was interpolated from observed gravity values.
 AB6735
 AB6735;                    North         East    Units  Estimated Accuracy
 AB6735;SPC NY E     -   207,350.      191,010.      MT  (+/- 180 meters Scaled)
 AB6735
 AB6735                          SUPERSEDED SURVEY CONTROL
 AB6735
 AB6735.No superseded survey control is available for this station.
 AB6735
 AB6735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL832059(NAD 83)
 AB6735_MARKER: DJ = TIDAL STATION DISK
 AB6735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6735_SP_SET: PIER
 AB6735_STAMPING: 8750 A 1978
 AB6735_MARK LOGO: NOS   
 AB6735_PROJECTION: FLUSH
 AB6735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6735+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 AB6735
 AB6735  HISTORY     - Date     Condition        Report By
 AB6735  HISTORY     - 1978     MONUMENTED       NOS
 AB6735  HISTORY     - 19950920 GOOD             NJGS
 AB6735  HISTORY     - 19951030 GOOD             NOS
 AB6735  HISTORY     - 20060809 MARK NOT FOUND   NYDT
 AB6735
 AB6735                          STATION DESCRIPTION
 AB6735
 AB6735'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6735'THE STATION IS LOCATED IN THE BOROUGH OF MANHATTAN ON THE GROUNDS OF
 AB6735'THE U.S.  COAST GUARD INSPECTION STATION, AT THE SOUTH END OF BATTERY
 AB6735'PARK.  THE STATION IS SET FLUSH IN THE CONCRETE PIER AT THE COAST
 AB6735'GUARD COMPLEX.  THE PIER ALSO HOLDS THE NOAA TIDE HOUSE.  THE STATION
 AB6735'IS 3.4 FT (1.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE TIDE HOUSE,
 AB6735'8 FT (2.4 M) WEST OF THE EAST SIDE OF THE PIER, 2 FT (0.6 M) EAST OF
 AB6735'THE WEST SIDE OF THE PIER, 10.5 FT (3.2 M) SOUTH OF THE ENTRANCE GATE
 AB6735'OF CHAIN LINK FENCE SECURING THE PIER.  REPORT TO THE COAST GUARD
 AB6735'COMPLEX TO GAIN ACCESS TO THE STATION SITE.
 AB6735
 AB6735                          STATION RECOVERY (1995)
 AB6735
 AB6735'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AB6735'THE BENCH MARK IS SET IN THE CENTER CONCRETE PIER LOCATED AT THE
 AB6735'BATTERY MARINE INSPECTION OFFICE, 5.0 M (16.4 FT) SW OF THE
 AB6735'WESTERNMOST CHAIN-LINK GATE POST LEADING ONTO THE PIER, 2.5 M (8.2 FT)
 AB6735'WEST OF THE EAST SIDE OF THE PIER, 1.0 M (3.3 FT) WEST OF THE WEST
 AB6735'CORNER OF THE TIDE HOUSE, AND 0.7 M (2.3 FT) EAST OF THE WEST SIDE OF
 AB6735'THE PIER.
 AB6735
 AB6735                          STATION RECOVERY (2006)
 AB6735
 AB6735'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 AB6735'DISK GONE, ONLY STEM REMAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6734 ***********************************************************************
 AB6734  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6734  DESIGNATION -  851 8750 TIDAL 5
 AB6734  PID         -  AB6734
 AB6734  STATE/COUNTY-  NY/NEW YORK
 AB6734  USGS QUAD   -  JERSEY CITY (1981)
 AB6734
 AB6734                         *CURRENT SURVEY CONTROL
 AB6734  ___________________________________________________________________
 AB6734* NAD 83(1986)-  40 42 08.     (N)    074 00 53.     (W)     SCALED    
 AB6734* NAVD 88     -         3.134  (meters)      10.28   (feet)  ADJUSTED  
 AB6734  ___________________________________________________________________
 AB6734  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AB6734  DYNAMIC HT  -           3.133 (meters)      10.28  (feet)  COMP
 AB6734  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 AB6734
 AB6734  VERT ORDER  -  FIRST     CLASS II
 AB6734
 AB6734.The horizontal coordinates were scaled from a topographic map and have
 AB6734.an estimated accuracy of +/- 6 seconds.
 AB6734
 AB6734.The orthometric height was determined by differential leveling
 AB6734.and adjusted by the National Geodetic Survey in September 1996..
 AB6734
 AB6734.This Tidal Bench Mark is designated as VM 289
 AB6734.by the Center for Operational Oceanographic Products and Services.
 AB6734
 AB6734.The geoid height was determined by GEOID03.
 AB6734
 AB6734.The dynamic height is computed by dividing the NAVD 88
 AB6734.geopotential number by the normal gravity value computed on the
 AB6734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6734.degrees latitude (g = 980.6199 gals.).
 AB6734
 AB6734.The modeled gravity was interpolated from observed gravity values.
 AB6734
 AB6734;                    North         East    Units  Estimated Accuracy
 AB6734;SPC NY E     -   207,600.      191,010.      MT  (+/- 180 meters Scaled)
 AB6734
 AB6734                          SUPERSEDED SURVEY CONTROL
 AB6734
 AB6734.No superseded survey control is available for this station.
 AB6734
 AB6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL832061(NAD 83)
 AB6734_MARKER: DJ = TIDAL STATION DISK
 AB6734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB6734_SP_SET: FOUNDATION
 AB6734_STAMPING: NO 5 1973
 AB6734_MARK LOGO: NOS   
 AB6734_PROJECTION: FLUSH
 AB6734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6734+STABILITY: SURFACE MOTION
 AB6734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6734+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 AB6734
 AB6734  HISTORY     - Date     Condition        Report By
 AB6734  HISTORY     - 1973     MONUMENTED       NOS
 AB6734  HISTORY     - 19950922 GOOD             NJGS
 AB6734  HISTORY     - 19951030 GOOD             NOS
 AB6734  HISTORY     - 20060809 MARK NOT FOUND   NYDT
 AB6734
 AB6734                          STATION DESCRIPTION
 AB6734
 AB6734'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6734'THE STATION IS LOCATED IN THE BOROUGH OF MANHATTAN ON THE GROUNDS OF
 AB6734'BATTERY PARK.  THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTH
 AB6734'EDGE OF A CONCRETE FRAME FOUNDATION FOR A SUBWAY VENT ON THE EAST SIDE
 AB6734'OF BATTERY PARK.  THE STATION IS 65 FT (19.8 M) SOUTHWEST FROM THE
 AB6734'CENTERLINE OF STATE STREET, 60.3 FT (18.4 M) NORTHWEST FROM THE
 AB6734'NORTHWEST CORNER OF A 4.5 FT (1.4 M) HIGH GRANITE BLOCK WITH STEEL
 AB6734'DOORS, 29.8 FT (9.1 M) SOUTHEAST FROM A STEEL LIGHT POST, 16.8 FT (5.1
 AB6734'M) WEST FROM THE A LOW STEEL FENCE AROUND THE EAST SIDE OF BATTERY
 AB6734'PARK AND 5.0 FT (1.5 M) WEST FROM THE NORTHEAST CORNER OF THE SUBWAY
 AB6734'VENT.
 AB6734
 AB6734                          STATION RECOVERY (1995)
 AB6734
 AB6734'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AB6734'THE BENCH MARK IS SET IN THE NORTH EDGE OF A CONCRETE VENT LOCATED ON
 AB6734'THE EAST SIDE OF BATTERY PARK, 20.0 M (65.6 FT) SW OF THE CENTERLINE
 AB6734'OF STATE STREET, 18.4 M (60.4 FT) NW OF THE NW CORNER OF A 1.4 M (4.6
 AB6734'FT) HIGH GRANITE BLOCK WITH STEEL DOORS, 9.1 M (29.9 FT) SE OF A STEEL
 AB6734'LAMPPOST, 5.1 M (16.7 FT) WEST OF THE STEEL FENCE AROUND THE EAST SIDE
 AB6734'OF BATTERY PARK, AND 1.5 M (4.9 FT) WEST OF THE NE CORNER OF THE
 AB6734'SUBWAY VENT.
 AB6734
 AB6734                          STATION RECOVERY (2006)
 AB6734
 AB6734'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 AB6734'MAJOR CONSTRUCTION IN THE AREA. MARK PRESUMED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6737 ***********************************************************************
 AB6737  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6737  DESIGNATION -  851 8750 TIDAL 6
 AB6737  PID         -  AB6737
 AB6737  STATE/COUNTY-  NY/NEW YORK
 AB6737  USGS QUAD   -  JERSEY CITY (1981)
 AB6737
 AB6737                         *CURRENT SURVEY CONTROL
 AB6737  ___________________________________________________________________
 AB6737* NAD 83(1986)-  40 42 00.     (N)    074 00 53.     (W)     SCALED    
 AB6737* NAVD 88     -         2.709  (meters)       8.89   (feet)  ADJUSTED  
 AB6737  ___________________________________________________________________
 AB6737  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AB6737  DYNAMIC HT  -           2.708 (meters)       8.88  (feet)  COMP
 AB6737  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 AB6737
 AB6737  VERT ORDER  -  FIRST     CLASS II
 AB6737
 AB6737.The horizontal coordinates were scaled from a topographic map and have
 AB6737.an estimated accuracy of +/- 6 seconds.
 AB6737
 AB6737.The orthometric height was determined by differential leveling
 AB6737.and adjusted by the National Geodetic Survey in September 1996..
 AB6737
 AB6737.This Tidal Bench Mark is designated as VM 290
 AB6737.by the Center for Operational Oceanographic Products and Services.
 AB6737
 AB6737.The geoid height was determined by GEOID03.
 AB6737
 AB6737.The dynamic height is computed by dividing the NAVD 88
 AB6737.geopotential number by the normal gravity value computed on the
 AB6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6737.degrees latitude (g = 980.6199 gals.).
 AB6737
 AB6737.The modeled gravity was interpolated from observed gravity values.
 AB6737
 AB6737;                    North         East    Units  Estimated Accuracy
 AB6737;SPC NY E     -   207,350.      191,010.      MT  (+/- 180 meters Scaled)
 AB6737
 AB6737                          SUPERSEDED SURVEY CONTROL
 AB6737
 AB6737.No superseded survey control is available for this station.
 AB6737
 AB6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL832059(NAD 83)
 AB6737_MARKER: DJ = TIDAL STATION DISK
 AB6737_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB6737_SP_SET: BULKHEAD
 AB6737_STAMPING: NO 6 1975
 AB6737_MARK LOGO: NOS   
 AB6737_PROJECTION: FLUSH
 AB6737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6737+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AB6737
 AB6737  HISTORY     - Date     Condition        Report By
 AB6737  HISTORY     - 1975     MONUMENTED       NOS
 AB6737  HISTORY     - 19950922 GOOD             NJGS
 AB6737  HISTORY     - 19951030 GOOD             NOS
 AB6737  HISTORY     - 20060809 GOOD             NYDT
 AB6737  HISTORY     - 20060816 GOOD             USPSQD
 AB6737
 AB6737                          STATION DESCRIPTION
 AB6737
 AB6737'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6737'THE STATION IS LOCATED IN THE BOROUGH OF MANHATTAN AT THE MARINE
 AB6737'INSPECTION OFFICE OF THE U.S.  COAST GUARD, LOCATED AT THE SOUTH END
 AB6737'OF BATTERY PARK.  THE STATION IS 75 FT (22.9 M) EAST FROM THE MARINE
 AB6737'INSPECTION BUILDING, 2 FT (0.6 M) WEST FROM THE WEST BULKHEAD LINE OF
 AB6737'THE SLIP AND 1 FT (0.3 M) NORTH FROM THE NORTH BULKHEAD LINE OF THE
 AB6737'SLIP.  THE STATION IS SET FLUSH IN A DRILL HOLE AT THE NORTHWEST
 AB6737'CORNER OF THE CONRETE BULKHEAD SURRROUNDING A SMALL BOAT SLIP.
 AB6737
 AB6737                          STATION RECOVERY (1995)
 AB6737
 AB6737'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AB6737'THE BENCH MARK IS SET IN THE NW CORNER OF A CONCRETE PIER BOAT SLIP
 AB6737'LOCATED AT THE BATTERY MARINE INSPECTION OFFICE, 25.9 M (85.0 FT) EAST
 AB6737'OF THE OFFICE BUILDING, 15.2 M (49.9 FT) WEST OF THE STATEN ISLAND
 AB6737'FERRY TERMINAL, 0.6 M (2.0 FT) WEST OF THE WEST BULKHEAD LINE OF THE
 AB6737'SLIP, AND 0.3 M (1.0 FT) NORTH OF THE NORTH BULKHEAD LINE OF THE SLIP.
 AB6737
 AB6737                          STATION RECOVERY (2006)
 AB6737
 AB6737'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 AB6737'RECOVERED IN GOOD CONDITION.
 AB6737
 AB6737                          STATION RECOVERY (2006)
 AB6737
 AB6737'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 AB6737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6736 ***********************************************************************
 AB6736  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6736  DESIGNATION -  851 8750 TIDAL 7
 AB6736  PID         -  AB6736
 AB6736  STATE/COUNTY-  NY/NEW YORK
 AB6736  USGS QUAD   -  JERSEY CITY (1981)
 AB6736
 AB6736                         *CURRENT SURVEY CONTROL
 AB6736  ___________________________________________________________________
 AB6736* NAD 83(1986)-  40 42 00.     (N)    074 00 53.     (W)     SCALED    
 AB6736* NAVD 88     -         3.621  (meters)      11.88   (feet)  ADJUSTED  
 AB6736  ___________________________________________________________________
 AB6736  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AB6736  DYNAMIC HT  -           3.620 (meters)      11.88  (feet)  COMP
 AB6736  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 AB6736
 AB6736  VERT ORDER  -  FIRST     CLASS II
 AB6736
 AB6736.The horizontal coordinates were scaled from a topographic map and have
 AB6736.an estimated accuracy of +/- 6 seconds.
 AB6736
 AB6736.The orthometric height was determined by differential leveling
 AB6736.and adjusted by the National Geodetic Survey in September 1996..
 AB6736
 AB6736.This Tidal Bench Mark is designated as VM 291
 AB6736.by the Center for Operational Oceanographic Products and Services.
 AB6736
 AB6736.The geoid height was determined by GEOID03.
 AB6736
 AB6736.The dynamic height is computed by dividing the NAVD 88
 AB6736.geopotential number by the normal gravity value computed on the
 AB6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6736.degrees latitude (g = 980.6199 gals.).
 AB6736
 AB6736.The modeled gravity was interpolated from observed gravity values.
 AB6736
 AB6736;                    North         East    Units  Estimated Accuracy
 AB6736;SPC NY E     -   207,350.      191,010.      MT  (+/- 180 meters Scaled)
 AB6736
 AB6736                          SUPERSEDED SURVEY CONTROL
 AB6736
 AB6736.No superseded survey control is available for this station.
 AB6736
 AB6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL832059(NAD 83)
 AB6736_MARKER: DJ = TIDAL STATION DISK
 AB6736_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6736_SP_SET: LOADING PLATFORM
 AB6736_STAMPING: NO 7 1975
 AB6736_MARK LOGO: NOS   
 AB6736_PROJECTION: FLUSH
 AB6736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6736+STABILITY: SURFACE MOTION
 AB6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6736+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AB6736
 AB6736  HISTORY     - Date     Condition        Report By
 AB6736  HISTORY     - 1975     MONUMENTED       NOS
 AB6736  HISTORY     - 19950920 GOOD             NJGS
 AB6736  HISTORY     - 19951030 GOOD             NOS
 AB6736  HISTORY     - 20060809 GOOD             NYDT
 AB6736  HISTORY     - 20060816 GOOD             USPSQD
 AB6736
 AB6736                          STATION DESCRIPTION
 AB6736
 AB6736'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6736'THE STATION IS LOCATED IN THE BOROUGH OF MANHATTAN ON THE GROUNDS OF
 AB6736'THE U.S.  COAST GUARD INSPECTION STATION, AT THE SOUTH END OF BATTERY
 AB6736'PARK.  THE STATION IS AT THE SOUTHEAST CORNER OF THE LOADING PLATFORM
 AB6736'AT THE REAR AND AT THE SOUTHEAST CORNER OF THE COAST GUARD INSPECTION
 AB6736'STATION.  THE STATION IS ABOUT 3 FT (0.9 M) FROM THE SOUTH WALL OF THE
 AB6736'BUILDING AND ABOUT 2.5 FT (0.8 M) ABOVE THE GROUND.
 AB6736
 AB6736                          STATION RECOVERY (1995)
 AB6736
 AB6736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AB6736'THE BENCH MARK IS SET IN A CONCRETE LOADING PLATFORM, 68.6 M (225.1
 AB6736'FT) EAST OF THE SW CORNER OF THE COAST GUARD BUILDING, 13.9 M (45.6
 AB6736'FT) SW OF THE WESTERNMOST CORNER OF A BLUE BRICK GUARD HOUSE, 0.9 M
 AB6736'(3.0 FT) SW OF THE SOUTH CORNER OF THE BUILDING, AND 0.8 M (2.6 FT)
 AB6736'ABOVE GRADE.
 AB6736
 AB6736                          STATION RECOVERY (2006)
 AB6736
 AB6736'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 AB6736'RECOVERED IN GOOD CONDITION.
 AB6736
 AB6736                          STATION RECOVERY (2006)
 AB6736
 AB6736'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 AB6736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0579 ***********************************************************************
 KV0579  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0579  DESIGNATION -  851 8750 TIDAL 748
 KV0579  PID         -  KV0579
 KV0579  STATE/COUNTY-  NY/NEW YORK
 KV0579  USGS QUAD   -  JERSEY CITY (1981)
 KV0579
 KV0579                         *CURRENT SURVEY CONTROL
 KV0579  ___________________________________________________________________
 KV0579* NAD 83(1986)-  40 42 12.     (N)    074 00 50.     (W)     SCALED    
 KV0579* NAVD 88     -         4.872  (meters)      15.98   (feet)  ADJUSTED  
 KV0579  ___________________________________________________________________
 KV0579  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV0579  DYNAMIC HT  -           4.870 (meters)      15.98  (feet)  COMP
 KV0579  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 KV0579
 KV0579  VERT ORDER  -  FIRST     CLASS I
 KV0579
 KV0579.The horizontal coordinates were scaled from a topographic map and have
 KV0579.an estimated accuracy of +/- 6 seconds.
 KV0579
 KV0579.The orthometric height was determined by differential leveling
 KV0579.and adjusted by the National Geodetic Survey in September 1996..
 KV0579.WARNING-Repeat measurements at this control monument indicate possible
 KV0579.vertical movement.
 KV0579
 KV0579.This Tidal Bench Mark is designated as VM 292
 KV0579.by the Center for Operational Oceanographic Products and Services.
 KV0579
 KV0579.The geoid height was determined by GEOID03.
 KV0579
 KV0579.The dynamic height is computed by dividing the NAVD 88
 KV0579.geopotential number by the normal gravity value computed on the
 KV0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0579.degrees latitude (g = 980.6199 gals.).
 KV0579
 KV0579.The modeled gravity was interpolated from observed gravity values.
 KV0579
 KV0579;                    North         East    Units  Estimated Accuracy
 KV0579;SPC NY E     -   207,720.      191,080.      MT  (+/- 180 meters Scaled)
 KV0579
 KV0579                          SUPERSEDED SURVEY CONTROL
 KV0579
 KV0579  NAVD 88 (06/15/91)    4.876  (m)           16.00   (f) UNKNOWN     1 1
 KV0579  NGVD 29 (??/??/??)    5.213  (m)           17.10   (f) ADJUSTED    1 1
 KV0579
 KV0579.Superseded values are not recommended for survey control.
 KV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0579.See file dsdata.txt to determine how the superseded data were derived.
 KV0579
 KV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL833062(NAD 83)
 KV0579_MARKER: B = BOLT
 KV0579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0579_SP_SET: BUTTRESS
 KV0579_STAMPING: BM
 KV0579_MARK LOGO: NONE  
 KV0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0579+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 KV0579
 KV0579  HISTORY     - Date     Condition        Report By
 KV0579  HISTORY     - 1952     MONUMENTED       CGS
 KV0579  HISTORY     - 1952     GOOD             CGS
 KV0579  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV0579  HISTORY     - 19950920 GOOD             NJGS
 KV0579  HISTORY     - 20000205 GOOD             PORANY
 KV0579  HISTORY     - 20051203 GOOD             GEOCAC
 KV0579
 KV0579                          STATION DESCRIPTION
 KV0579
 KV0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0579'AT NEW YORK.
 KV0579'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF STATE AND
 KV0579'BRIDGE STREETS, 9.9 FEET EAST OF EAST CURB OF STATE STREET, 59
 KV0579'FEET NORTH OF NORTH CURB OF BRIDGE STREET, 11 1/2 FEET SOUTH
 KV0579'OF CENTER LINE OF SOUTH STATE STREET ENTRANCE TO U.S. CUSTOM
 KV0579'HOUSE, THE HORIZONTAL LINE IN A 7/8-INCH COPPER BOLT STAMPED BM
 KV0579'IN THE VERTICAL NORTH FACE OF THE SOUTH BUTTRESS ON WEST SIDE OF
 KV0579'CUSTOM HOUSE BUILDING, 2.7 FEET ABOVE SIDE WALK, 0.5 FOOT EAST OF
 KV0579'WEST FACE OF BUTTRESS.
 KV0579
 KV0579                          STATION RECOVERY (1974)
 KV0579
 KV0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0579'MARK NOT FOUND.
 KV0579
 KV0579                          STATION RECOVERY (1995)
 KV0579
 KV0579'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV0579'RECOVERED AS DESCRIBED.
 KV0579
 KV0579                          STATION RECOVERY (2000)
 KV0579
 KV0579'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0579'RECOVERED FROM DESCRIPTION IN 'SPIRIT LEVELING OF PRECISION ABOUT NEW
 KV0579'YORK CITY' BY FREDRICK KOOP OF BOARD OF ESTIMATE AND APPORTIONMENT.
 KV0579
 KV0579                          STATION RECOVERY (2005)
 KV0579
 KV0579'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KV0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0580 ***********************************************************************
 KV0580  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0580  DESIGNATION -  851 8750 TIDAL 749
 KV0580  PID         -  KV0580
 KV0580  STATE/COUNTY-  NY/NEW YORK
 KV0580  USGS QUAD   -  JERSEY CITY (1981)
 KV0580
 KV0580                         *CURRENT SURVEY CONTROL
 KV0580  ___________________________________________________________________
 KV0580* NAD 83(1986)-  40 42 13.     (N)    074 00 50.     (W)     SCALED    
 KV0580* NAVD 88     -         4.843  (meters)      15.89   (feet)  ADJUSTED  
 KV0580  ___________________________________________________________________
 KV0580  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV0580  DYNAMIC HT  -           4.841 (meters)      15.88  (feet)  COMP
 KV0580  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 KV0580
 KV0580  VERT ORDER  -  FIRST     CLASS I
 KV0580
 KV0580.The horizontal coordinates were scaled from a topographic map and have
 KV0580.an estimated accuracy of +/- 6 seconds.
 KV0580
 KV0580.The orthometric height was determined by differential leveling
 KV0580.and adjusted by the National Geodetic Survey in June 1991..
 KV0580.WARNING-Repeat measurements at this control monument indicate possible
 KV0580.vertical movement.
 KV0580
 KV0580.This Tidal Bench Mark is designated as VM 293
 KV0580.by the Center for Operational Oceanographic Products and Services.
 KV0580
 KV0580.The geoid height was determined by GEOID03.
 KV0580
 KV0580.The dynamic height is computed by dividing the NAVD 88
 KV0580.geopotential number by the normal gravity value computed on the
 KV0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0580.degrees latitude (g = 980.6199 gals.).
 KV0580
 KV0580.The modeled gravity was interpolated from observed gravity values.
 KV0580
 KV0580;                    North         East    Units  Estimated Accuracy
 KV0580;SPC NY E     -   207,750.      191,080.      MT  (+/- 180 meters Scaled)
 KV0580
 KV0580                          SUPERSEDED SURVEY CONTROL
 KV0580
 KV0580  NGVD 29 (??/??/??)    5.179  (m)           16.99   (f) ADJUSTED    1 1
 KV0580
 KV0580.Superseded values are not recommended for survey control.
 KV0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0580.See file dsdata.txt to determine how the superseded data were derived.
 KV0580
 KV0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL833063(NAD 83)
 KV0580_MARKER: Q = CHISELED SQUARE
 KV0580_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0580_SP_SET: STEP
 KV0580_MARK LOGO: NONE  
 KV0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0580+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 KV0580
 KV0580  HISTORY     - Date     Condition        Report By
 KV0580  HISTORY     - 1952     MONUMENTED       CGS
 KV0580  HISTORY     - 1952     GOOD             CGS
 KV0580  HISTORY     - 1974     GOOD             NGS
 KV0580  HISTORY     - 19950920 GOOD             NJGS
 KV0580  HISTORY     - 20000205 GOOD             PORANY
 KV0580  HISTORY     - 20051203 GOOD             GEOCAC
 KV0580
 KV0580                          STATION DESCRIPTION
 KV0580
 KV0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0580'AT NEW YORK.
 KV0580'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF STATE
 KV0580'AND BRIDGE STREETS, 13 FEET EAST OF EAST CURB OF STATE STREET, 66
 KV0580'FEET NORTH OF NORTH CURB OF BRIDGE STREET, IN THE TOP OF
 KV0580'SOUTHEAST CORNER OF THE FIFTH STEP FROM BOTTOM OF SOUTH STATE
 KV0580'STREET ENTRANCE TO U.S. CUSTOMHOUSE, AND ABOUT 2 1/2 FEET ABOVE
 KV0580'SIDE WALK.
 KV0580
 KV0580                          STATION RECOVERY (1974)
 KV0580
 KV0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0580'RECOVERED IN GOOD CONDITION.
 KV0580
 KV0580                          STATION RECOVERY (1995)
 KV0580
 KV0580'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV0580'RECOVERED AS DESCRIBED.
 KV0580
 KV0580                          STATION RECOVERY (2000)
 KV0580
 KV0580'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0580'RECOVERED FROM DESCRIPTION IN 'SPIRIT LEVELLING OF PRECISION ABOUT NEW
 KV0580'YORK CITY' BY FREDRICK KOOP OF BOARD OF ESTIMATE AND APPORTIONMENT.
 KV0580
 KV0580                          STATION RECOVERY (2005)
 KV0580
 KV0580'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KV0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0951 ***********************************************************************
 KU0951  DESIGNATION -  851 8907 TIDAL 2
 KU0951  PID         -  KU0951
 KU0951  STATE/COUNTY-  NY/WESTCHESTER
 KU0951  USGS QUAD   -  YONKERS (1979)
 KU0951
 KU0951                         *CURRENT SURVEY CONTROL
 KU0951  ___________________________________________________________________
 KU0951* NAD 83(1986)-  40 56 05.     (N)    073 54 07.     (W)     SCALED    
 KU0951* NAVD 88     -         4.595  (meters)      15.08   (feet)  ADJUSTED  
 KU0951  ___________________________________________________________________
 KU0951  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU0951  DYNAMIC HT  -           4.594 (meters)      15.07  (feet)  COMP
 KU0951  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 KU0951  OBS GRAVITY -     980,267.8   (mgal)                       GRAV_OBS
 KU0951
 KU0951  VERT ORDER  -  FIRST     CLASS I
 KU0951
 KU0951.The horizontal coordinates were scaled from a topographic map and have
 KU0951.an estimated accuracy of +/- 6 seconds.
 KU0951
 KU0951.The orthometric height was determined by differential leveling
 KU0951.and adjusted by the National Geodetic Survey in June 1991..
 KU0951
 KU0951.The geoid height was determined by GEOID03.
 KU0951
 KU0951.The dynamic height is computed by dividing the NAVD 88
 KU0951.geopotential number by the normal gravity value computed on the
 KU0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0951.degrees latitude (g = 980.6199 gals.).
 KU0951
 KU0951.The modeled gravity was interpolated from observed gravity values.
 KU0951.The observed gravity was obtained from relative gravimeter ties
 KU0951.to the IGSN71 gravity network.
 KU0951
 KU0951;                    North         East    Units  Estimated Accuracy
 KU0951;SPC NY E     -   233,470.      200,360.      MT  (+/- 180 meters Scaled)
 KU0951
 KU0951                          SUPERSEDED SURVEY CONTROL
 KU0951
 KU0951.No superseded survey control is available for this station.
 KU0951
 KU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL924320(NAD 83)
 KU0951_MARKER: DJ = TIDAL STATION DISK
 KU0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0951_SP_SET: STEP
 KU0951_STAMPING: 2 1930
 KU0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0951
 KU0951  HISTORY     - Date     Condition        Report By
 KU0951  HISTORY     - 1930     MONUMENTED       CGS
 KU0951  HISTORY     - 1965     GOOD             NGS
 KU0951  HISTORY     - 1978     GOOD             NGS
 KU0951  HISTORY     - 1989     POOR             USPSQD
 KU0951  HISTORY     - 19950714 GOOD             USPSQD
 KU0951
 KU0951                          STATION DESCRIPTION
 KU0951
 KU0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU0951'AT YONKERS.
 KU0951'AT YONKERS, AT THE INTERSECTION OF MAIN STREET AND BUENA VISTA
 KU0951'AVENUE, NEAR THE NEW YORK CENTRAL RAILROAD STATION, SET ON THE
 KU0951'TOP OF THE NORTH END OF THE 4TH CONCRETE STEP AT THE WEST
 KU0951'ENTRANCE TO THE POST OFFICE, 93.5 FEET NORTH OF THE NORTH
 KU0951'CURB OF MAIN STREET, 16.5 FEET EAST OF THE EAST CURB OF BUENA
 KU0951'VISTA AVENUE AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KU0951
 KU0951                          STATION RECOVERY (1978)
 KU0951
 KU0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KU0951'RECOVERED IN GOOD CONDITION.
 KU0951
 KU0951                          STATION RECOVERY (1989)
 KU0951
 KU0951'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 KU0951'MARK RECOVERED IN POOR CONDITION.
 KU0951
 KU0951                          STATION RECOVERY (1995)
 KU0951
 KU0951'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1852 ***********************************************************************
 LX1852  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1852  DESIGNATION -  851 8924 A TIDAL
 LX1852  PID         -  LX1852
 LX1852  STATE/COUNTY-  NY/ROCKLAND
 LX1852  USGS QUAD   -  HAVERSTRAW (1979)
 LX1852
 LX1852                         *CURRENT SURVEY CONTROL
 LX1852  ___________________________________________________________________
 LX1852* NAD 83(1986)-  41 13 08.     (N)    073 57 48.     (W)     SCALED    
 LX1852* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 LX1852  ___________________________________________________________________
 LX1852  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX1852  DYNAMIC HT  -           1.960 (meters)       6.43  (feet)  COMP
 LX1852  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 LX1852
 LX1852  VERT ORDER  -  FIRST     CLASS II
 LX1852
 LX1852.The horizontal coordinates were scaled from a topographic map and have
 LX1852.an estimated accuracy of +/- 6 seconds.
 LX1852
 LX1852.The orthometric height was determined by differential leveling
 LX1852.and adjusted by the National Geodetic Survey in June 1991..
 LX1852
 LX1852.This Tidal Bench Mark is designated as VM 2394
 LX1852.by the Center for Operational Oceanographic Products and Services.
 LX1852
 LX1852.The geoid height was determined by GEOID03.
 LX1852
 LX1852.The dynamic height is computed by dividing the NAVD 88
 LX1852.geopotential number by the normal gravity value computed on the
 LX1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1852.degrees latitude (g = 980.6199 gals.).
 LX1852
 LX1852.The modeled gravity was interpolated from observed gravity values.
 LX1852
 LX1852;                    North         East    Units  Estimated Accuracy
 LX1852;SPC NY E     -   264,990.      195,000.      MT  (+/- 180 meters Scaled)
 LX1852
 LX1852                          SUPERSEDED SURVEY CONTROL
 LX1852
 LX1852  NGVD 29 (??/??/??)    2.262  (m)            7.42   (f) ADJUSTED    1 2
 LX1852
 LX1852.Superseded values are not recommended for survey control.
 LX1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1852.See file dsdata.txt to determine how the superseded data were derived.
 LX1852
 LX1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL868635(NAD 83)
 LX1852_MARKER: DJ = TIDAL STATION DISK
 LX1852_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX1852_SP_SET: CONCRETE FOOTING
 LX1852_STAMPING: 8924 A 1981
 LX1852_MARK LOGO: NOS   
 LX1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1852+STABILITY: SURFACE MOTION
 LX1852
 LX1852  HISTORY     - Date     Condition        Report By
 LX1852  HISTORY     - 1981     MONUMENTED       NOS
 LX1852  HISTORY     - 1982     GOOD             NGS
 LX1852
 LX1852                          STATION DESCRIPTION
 LX1852
 LX1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1852'IN GRASSY POINT.
 LX1852'IN GRASSY POINT, 0.88 KM (0.55 MILE) SOUTH-SOUTHEAST ALONG MAIN STREET
 LX1852'(ALSO KNOWN LOCALLY AS GRASSY POINT ROAD) FROM THE MAIN ENTRANCE OF
 LX1852'THE GYPSUM BOARD CORPORATION, THENCE 0.2 KM (0.1 MILE) SOUTHEAST
 LX1852'ALONG A DIRT ROAD TO A METAL CATWALK LEADING TO THE GYPSUM
 LX1852'CORPORATION CONVEYOR LOADING DOCK, IN TOP OF THE NORTHWEST CORNER OF
 LX1852'THE SECOND SQUARE CONCRETE FOOTING ONE OF THREE SUPPORTING THE METAL
 LX1852'CATWALK, 1.98 METERS (6.5 FT) NORTH OF THE CENTER OF THE CATWALK AND
 LX1852'0.51 METER (1.7 FT) EAST OF THE WEST EDGE OF THE CONCRETE FOOTING.
 LX1852'THE MARK IS 0.91 M ABOVE THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1851 ***********************************************************************
 LX1851  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1851  DESIGNATION -  851 8924 B TIDAL
 LX1851  PID         -  LX1851
 LX1851  STATE/COUNTY-  NY/ROCKLAND
 LX1851  USGS QUAD   -  HAVERSTRAW (1979)
 LX1851
 LX1851                         *CURRENT SURVEY CONTROL
 LX1851  ___________________________________________________________________
 LX1851* NAD 83(1986)-  41 13 08.     (N)    073 57 52.     (W)     SCALED    
 LX1851* NAVD 88     -         2.733  (meters)       8.97   (feet)  ADJUSTED  
 LX1851  ___________________________________________________________________
 LX1851  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX1851  DYNAMIC HT  -           2.732 (meters)       8.96  (feet)  COMP
 LX1851  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 LX1851
 LX1851  VERT ORDER  -  FIRST     CLASS II
 LX1851
 LX1851.The horizontal coordinates were scaled from a topographic map and have
 LX1851.an estimated accuracy of +/- 6 seconds.
 LX1851
 LX1851.The orthometric height was determined by differential leveling
 LX1851.and adjusted by the National Geodetic Survey in June 1991..
 LX1851
 LX1851.This Tidal Bench Mark is designated as VM 2395
 LX1851.by the Center for Operational Oceanographic Products and Services.
 LX1851
 LX1851.The geoid height was determined by GEOID03.
 LX1851
 LX1851.The dynamic height is computed by dividing the NAVD 88
 LX1851.geopotential number by the normal gravity value computed on the
 LX1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1851.degrees latitude (g = 980.6199 gals.).
 LX1851
 LX1851.The modeled gravity was interpolated from observed gravity values.
 LX1851
 LX1851;                    North         East    Units  Estimated Accuracy
 LX1851;SPC NY E     -   264,990.      194,910.      MT  (+/- 180 meters Scaled)
 LX1851
 LX1851                          SUPERSEDED SURVEY CONTROL
 LX1851
 LX1851  NGVD 29 (??/??/??)    3.034  (m)            9.95   (f) ADJUSTED    1 2
 LX1851
 LX1851.Superseded values are not recommended for survey control.
 LX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1851.See file dsdata.txt to determine how the superseded data were derived.
 LX1851
 LX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL868635(NAD 83)
 LX1851_MARKER: DJ = TIDAL STATION DISK
 LX1851_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX1851_SP_SET: CONCRETE FOOTING
 LX1851_STAMPING: 8924 B 1981
 LX1851_MARK LOGO: NOS   
 LX1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1851+STABILITY: SURFACE MOTION
 LX1851
 LX1851  HISTORY     - Date     Condition        Report By
 LX1851  HISTORY     - 1981     MONUMENTED       NOS
 LX1851  HISTORY     - 1982     GOOD             NGS
 LX1851
 LX1851                          STATION DESCRIPTION
 LX1851
 LX1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1851'IN GRASSY POINT.
 LX1851'IN GRASSY POINT, 0.88 KM (0.55 MILE) SOUTH-SOUTHEAST ALONG MAIN
 LX1851'STREET (ALSO KNOWN LOCALLY AS GRASSY POINT ROAD) FROM THE MAIN
 LX1851'ENTRANCE GATE OF THE U.S. GYPSUM BOARD CORPORATION, THENCE 0.2 KM
 LX1851'(0.1 MILE) SOUTHEAST ALONG A DIRT ROAD TO A METAL CATWALK LEADING TO
 LX1851'THE GYPSUM CORPORATION CONVEYOR LOADING DOCK, IN TOP OF THE SOUTHWEST
 LX1851'CORNER OF THE CONCRETE FOOTING AT THE ENTRANCE OF THE CATWALK,
 LX1851'0.61 METER (2.0 FT) SOUTH OF THE CENTER OF THE CATWALK, 0.52 METER
 LX1851'(1.7 FT) WEST-NORTHWEST OF THE SOUTH METAL I-BEAM OF THE ARCHED
 LX1851'ENTRANCE OF THE CATWALK AND 0.24 METER (0.8 FT) NORTH OF THE SOUTH
 LX1851'END OF THE CONCRETE FOOTING.
 LX1851'THE MARK IS 0.61 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1849 ***********************************************************************
 LX1849  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1849  DESIGNATION -  851 8924 C TIDAL
 LX1849  PID         -  LX1849
 LX1849  STATE/COUNTY-  NY/ROCKLAND
 LX1849  USGS QUAD   -  HAVERSTRAW (1979)
 LX1849
 LX1849                         *CURRENT SURVEY CONTROL
 LX1849  ___________________________________________________________________
 LX1849* NAD 83(1986)-  41 13 15.     (N)    073 57 54.     (W)     SCALED    
 LX1849* NAVD 88     -         2.043  (meters)       6.70   (feet)  ADJUSTED  
 LX1849  ___________________________________________________________________
 LX1849  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX1849  DYNAMIC HT  -           2.043 (meters)       6.70  (feet)  COMP
 LX1849  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 LX1849
 LX1849  VERT ORDER  -  FIRST     CLASS II
 LX1849
 LX1849.The horizontal coordinates were scaled from a topographic map and have
 LX1849.an estimated accuracy of +/- 6 seconds.
 LX1849
 LX1849.The orthometric height was determined by differential leveling
 LX1849.and adjusted by the National Geodetic Survey in June 1991..
 LX1849
 LX1849.This Tidal Bench Mark is designated as VM 2396
 LX1849.by the Center for Operational Oceanographic Products and Services.
 LX1849
 LX1849.The geoid height was determined by GEOID03.
 LX1849
 LX1849.The dynamic height is computed by dividing the NAVD 88
 LX1849.geopotential number by the normal gravity value computed on the
 LX1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1849.degrees latitude (g = 980.6199 gals.).
 LX1849
 LX1849.The modeled gravity was interpolated from observed gravity values.
 LX1849
 LX1849;                    North         East    Units  Estimated Accuracy
 LX1849;SPC NY E     -   265,210.      194,860.      MT  (+/- 180 meters Scaled)
 LX1849
 LX1849                          SUPERSEDED SURVEY CONTROL
 LX1849
 LX1849  NGVD 29 (??/??/??)    2.344  (m)            7.69   (f) ADJUSTED    1 2
 LX1849
 LX1849.Superseded values are not recommended for survey control.
 LX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1849.See file dsdata.txt to determine how the superseded data were derived.
 LX1849
 LX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867637(NAD 83)
 LX1849_MARKER: DJ = TIDAL STATION DISK
 LX1849_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX1849_SP_SET: CONCRETE SEAWALL
 LX1849_STAMPING: 8924 C 1981
 LX1849_MARK LOGO: NOS   
 LX1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1849+STABILITY: SURFACE MOTION
 LX1849
 LX1849  HISTORY     - Date     Condition        Report By
 LX1849  HISTORY     - 1981     MONUMENTED       NOS
 LX1849  HISTORY     - 1982     GOOD             NGS
 LX1849  HISTORY     - 19890820 GOOD             USPSQD
 LX1849  HISTORY     - 1990     GOOD             USPSQD
 LX1849  HISTORY     - 20010414 GOOD             USPSQD
 LX1849  HISTORY     - 20050417 GOOD             USPSQD
 LX1849
 LX1849                          STATION DESCRIPTION
 LX1849
 LX1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1849'IN GRASSY POINT.
 LX1849'IN GRASSY POINT, 0.8 KM (0.5 MILE) SOUTH-SOUTHEAST ALONG MAIN STREET
 LX1849'(ALSO KNOWN LOCALLY AS GRASSY POINT ROAD) FROM THE MAIN ENTRANCE GATE
 LX1849'OF THE U.S. GYPSUM BOARD CORPORATION TO THE MARK ON THE LEFT, IN TOP
 LX1849'OF AND NEAR THE SOUTHWEST END OF A CONCRETE SEAWALL, 0.08 KM (0.05
 LX1849'MILE) NORTHEAST OF THE ENTRANCE OF NAPOLI MARINA, 5.18 METERS (17.0
 LX1849'FT) SOUTHEAST OF THE CENTER OF MAIN STREET, 2.13 METERS (7.0 FT)
 LX1849'NORTHEAST OF THE SOUTHWEST END OF THE SEAWALL AND 0.18 METER (0.6 FT)
 LX1849'NORTHWEST OF THE SOUTHWEST EDGE OF THE SEAWALL.
 LX1849'THE MARK IS 0.91 M ABOVE THE STREET.
 LX1849
 LX1849                          STATION RECOVERY (1989)
 LX1849
 LX1849'RECOVERY NOTE BY US POWER SQUADRON 1989 (TO)
 LX1849'RECOVERED IN GOOD CONDITION.
 LX1849
 LX1849                          STATION RECOVERY (1990)
 LX1849
 LX1849'RECOVERY NOTE BY US POWER SQUADRON 1990 (TO)
 LX1849'RECOVERED IN GOOD CONDITION.
 LX1849
 LX1849                          STATION RECOVERY (2001)
 LX1849
 LX1849'RECOVERY NOTE BY US POWER SQUADRON 2001 (TOC)
 LX1849'RECOVERED BY TAPPAN ZEE SAIL POWER SQUADRON,
 LX1849'BY MEMBER THOMAS O'CONNOR
 LX1849'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE.
 LX1849
 LX1849                          STATION RECOVERY (2005)
 LX1849
 LX1849'RECOVERY NOTE BY US POWER SQUADRON 2005 (TOC)
 LX1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1848 ***********************************************************************
 LX1848  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1848  DESIGNATION -  851 8924 D TIDAL
 LX1848  PID         -  LX1848
 LX1848  STATE/COUNTY-  NY/ROCKLAND
 LX1848  USGS QUAD   -  HAVERSTRAW (1979)
 LX1848
 LX1848                         *CURRENT SURVEY CONTROL
 LX1848  ___________________________________________________________________
 LX1848* NAD 83(1986)-  41 13 29.     (N)    073 58 10.     (W)     SCALED    
 LX1848* NAVD 88     -         4.524  (meters)      14.84   (feet)  ADJUSTED  
 LX1848  ___________________________________________________________________
 LX1848  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LX1848  DYNAMIC HT  -           4.522 (meters)      14.84  (feet)  COMP
 LX1848  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 LX1848
 LX1848  VERT ORDER  -  FIRST     CLASS II
 LX1848
 LX1848.The horizontal coordinates were scaled from a topographic map and have
 LX1848.an estimated accuracy of +/- 6 seconds.
 LX1848
 LX1848.The orthometric height was determined by differential leveling
 LX1848.and adjusted by the National Geodetic Survey in June 1991..
 LX1848
 LX1848.This Tidal Bench Mark is designated as VM 2397
 LX1848.by the Center for Operational Oceanographic Products and Services.
 LX1848
 LX1848.The geoid height was determined by GEOID03.
 LX1848
 LX1848.The dynamic height is computed by dividing the NAVD 88
 LX1848.geopotential number by the normal gravity value computed on the
 LX1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1848.degrees latitude (g = 980.6199 gals.).
 LX1848
 LX1848.The modeled gravity was interpolated from observed gravity values.
 LX1848
 LX1848;                    North         East    Units  Estimated Accuracy
 LX1848;SPC NY E     -   265,640.      194,480.      MT  (+/- 180 meters Scaled)
 LX1848
 LX1848                          SUPERSEDED SURVEY CONTROL
 LX1848
 LX1848  NGVD 29 (??/??/??)    4.825  (m)           15.83   (f) ADJUSTED    1 2
 LX1848
 LX1848.Superseded values are not recommended for survey control.
 LX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1848.See file dsdata.txt to determine how the superseded data were derived.
 LX1848
 LX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL863642(NAD 83)
 LX1848_MARKER: I = METAL ROD
 LX1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1848_SP_SET: STAINLESS STEEL ROD
 LX1848_STAMPING: 851 8924 D 1982
 LX1848_MARK LOGO: NGS   
 LX1848_PROJECTION: FLUSH
 LX1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX1848+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 LX1848_ROD/PIPE-DEPTH: 20.7 meters
 LX1848
 LX1848  HISTORY     - Date     Condition        Report By
 LX1848  HISTORY     - 1982     MONUMENTED       NGS
 LX1848  HISTORY     - 20010414 GOOD             USPSQD
 LX1848  HISTORY     - 20050417 GOOD             USPSQD
 LX1848
 LX1848                          STATION DESCRIPTION
 LX1848
 LX1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1848'IN GRASSY POINT.
 LX1848'IN GRASSY POINT, ON THE NORTHWEST SIDE OF THE MAIN ENTRANCE OF THE
 LX1848'U.S. GYPSUM BOARD CORPORATION ON EAST MAIN STREET, ALSO 1.6 KM (1.0
 LX1848'MILE) EAST-SOUTHEAST ALONG EAST MAIN FROM THE JUNCTION OF STATE
 LX1848'HIGHWAY 9A IN STONY POINT, 8.83 METERS (29.0 FT) SOUTHWEST OF THE
 LX1848'CENTERLINE OF MAIN STREET, 34.59 METERS (133.5 FT) NORTHWEST OF THE
 LX1848'NORTHWEST METAL GATE POST OF THE MAIN ENTRANCE OF THE PLANT,
 LX1848'15.39 METERS (50.5 FT) WEST OF A FIRE HYDRANT, 3.52 METERS (11.0 FT)
 LX1848'WEST OF POWER POLE NUMBER 60000,44651 AND 0.30 METER (1.0 FT)
 LX1848'NORTHWEST OF THE CHAIN LINK FENCE AROUND THE PLANT AND IN LINE WITH
 LX1848'THE NORTHWEST FACE OF THE ADMINISTRATION OFFICE BUILDING OF THE PLANT.
 LX1848'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LX1848'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LX1848
 LX1848                          STATION RECOVERY (2001)
 LX1848
 LX1848'RECOVERY NOTE BY US POWER SQUADRON 2001 (TOC)
 LX1848'RECOVERED BY TAPPAN ZEE SAIL POWER SQUADRON,
 LX1848'BY MEMBER THOMAS O'CONNOR
 LX1848'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE.
 LX1848
 LX1848                          STATION RECOVERY (2005)
 LX1848
 LX1848'RECOVERY NOTE BY US POWER SQUADRON 2005 (WPK)
 LX1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1847 ***********************************************************************
 LX1847  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1847  DESIGNATION -  851 8924 E TIDAL
 LX1847  PID         -  LX1847
 LX1847  STATE/COUNTY-  NY/ROCKLAND
 LX1847  USGS QUAD   -  HAVERSTRAW (1979)
 LX1847
 LX1847                         *CURRENT SURVEY CONTROL
 LX1847  ___________________________________________________________________
 LX1847* NAD 83(1986)-  41 13 29.     (N)    073 57 54.     (W)     SCALED    
 LX1847* NAVD 88     -         1.151  (meters)       3.78   (feet)  ADJUSTED  
 LX1847  ___________________________________________________________________
 LX1847  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX1847  DYNAMIC HT  -           1.150 (meters)       3.77  (feet)  COMP
 LX1847  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 LX1847
 LX1847  VERT ORDER  -  FIRST     CLASS II
 LX1847
 LX1847.The horizontal coordinates were scaled from a topographic map and have
 LX1847.an estimated accuracy of +/- 6 seconds.
 LX1847
 LX1847.The orthometric height was determined by differential leveling
 LX1847.and adjusted by the National Geodetic Survey in June 1991..
 LX1847
 LX1847.This Tidal Bench Mark is designated as VM 2398
 LX1847.by the Center for Operational Oceanographic Products and Services.
 LX1847
 LX1847.The geoid height was determined by GEOID03.
 LX1847
 LX1847.The dynamic height is computed by dividing the NAVD 88
 LX1847.geopotential number by the normal gravity value computed on the
 LX1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1847.degrees latitude (g = 980.6199 gals.).
 LX1847
 LX1847.The modeled gravity was interpolated from observed gravity values.
 LX1847
 LX1847;                    North         East    Units  Estimated Accuracy
 LX1847;SPC NY E     -   265,640.      194,860.      MT  (+/- 180 meters Scaled)
 LX1847
 LX1847                          SUPERSEDED SURVEY CONTROL
 LX1847
 LX1847  NGVD 29 (??/??/??)    1.452  (m)            4.76   (f) ADJUSTED    1 2
 LX1847
 LX1847.Superseded values are not recommended for survey control.
 LX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1847.See file dsdata.txt to determine how the superseded data were derived.
 LX1847
 LX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867642(NAD 83)
 LX1847_MARKER: I = METAL ROD
 LX1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1847_SP_SET: STAINLESS STEEL ROD
 LX1847_STAMPING: 851 8924 E 1982
 LX1847_MARK LOGO: NGS   
 LX1847_PROJECTION: FLUSH
 LX1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1847_ROD/PIPE-DEPTH: 13.4 meters
 LX1847
 LX1847  HISTORY     - Date     Condition        Report By
 LX1847  HISTORY     - 1982     MONUMENTED       NGS
 LX1847
 LX1847                          STATION DESCRIPTION
 LX1847
 LX1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1847'IN GRASSY POINT.
 LX1847'IN GRASSY POINT, 0.3 KM (0.2 MILE) SOUTHEAST ALONG MAIN STREET (ALSO
 LX1847'KNOWN LOCALLY AS GRASSY POINT ROAD) FROM THE MAIN ENTRANCE GATE OF THE
 LX1847'U.S. GYPSUM BOARD CORPORATION, TO THE MARK ON THE LEFT, ON THE WEST
 LX1847'BANK OF THE HUDSON RIVER IN THE BACK YARD OF MR. ANDREW ANDERSONS
 LX1847'HOUSE NUMBER 19, 70.10 METERS (230.0 FT) NORTHEAST OF THE CENTER OF
 LX1847'MAIN STREET, 17.83 METERS (58.5 FT) NORTHEAST OF THE EAST CORNER OF
 LX1847'MR. ANDERSONS GARAGE, 9.75 METERS (32.0 FT) SOUTHEAST OF A CHAIN
 LX1847'LINK FENCE AROUND GURRAN OIL COMPANY AND 3.35 METERS (11.0 FT) NORTH
 LX1847'OF AN 8-INCH ASH TREE.
 LX1847'THE MARK IS 0.30 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1850 ***********************************************************************
 LX1850  DESIGNATION -  851 8924 F TIDAL
 LX1850  PID         -  LX1850
 LX1850  STATE/COUNTY-  NY/ROCKLAND
 LX1850  USGS QUAD   -  HAVERSTRAW (1979)
 LX1850
 LX1850                         *CURRENT SURVEY CONTROL
 LX1850  ___________________________________________________________________
 LX1850* NAD 83(1986)-  41 13 14.     (N)    073 57 55.     (W)     SCALED    
 LX1850* NAVD 88     -         1.953  (meters)       6.41   (feet)  ADJUSTED  
 LX1850  ___________________________________________________________________
 LX1850  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX1850  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 LX1850  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 LX1850
 LX1850  VERT ORDER  -  FIRST     CLASS II
 LX1850
 LX1850.The horizontal coordinates were scaled from a topographic map and have
 LX1850.an estimated accuracy of +/- 6 seconds.
 LX1850
 LX1850.The orthometric height was determined by differential leveling
 LX1850.and adjusted by the National Geodetic Survey in June 1991..
 LX1850
 LX1850.The geoid height was determined by GEOID03.
 LX1850
 LX1850.The dynamic height is computed by dividing the NAVD 88
 LX1850.geopotential number by the normal gravity value computed on the
 LX1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1850.degrees latitude (g = 980.6199 gals.).
 LX1850
 LX1850.The modeled gravity was interpolated from observed gravity values.
 LX1850
 LX1850;                    North         East    Units  Estimated Accuracy
 LX1850;SPC NY E     -   265,180.      194,830.      MT  (+/- 180 meters Scaled)
 LX1850
 LX1850                          SUPERSEDED SURVEY CONTROL
 LX1850
 LX1850  NGVD 29 (??/??/??)    2.254  (m)            7.39   (f) ADJUSTED    1 2
 LX1850
 LX1850.Superseded values are not recommended for survey control.
 LX1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1850.See file dsdata.txt to determine how the superseded data were derived.
 LX1850
 LX1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867637(NAD 83)
 LX1850_MARKER: I = METAL ROD
 LX1850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LX1850_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LX1850_STAMPING: 851 8924 F 1982
 LX1850_MARK LOGO: NGS   
 LX1850_PROJECTION: FLUSH
 LX1850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1850+STABILITY: POSITION/ELEVATION WELL
 LX1850_ROD/PIPE-DEPTH: 07.9 meters
 LX1850_SLEEVE-DEPTH  : 06.1 meters
 LX1850
 LX1850  HISTORY     - Date     Condition        Report By
 LX1850  HISTORY     - 1982     MONUMENTED       NGS
 LX1850
 LX1850                          STATION DESCRIPTION
 LX1850
 LX1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1850'IN GRASSY  POINT.
 LX1850'IN GRASSY POINT, 0.88 KM (0.55 MILE) SOUTH-SOUTHEAST ALONG MAIN STREET
 LX1850'(ALSO KNOWN LOCALLY AS GRASSY POINT ROAD) FROM THE MAIN ENTRANCE GATE
 LX1850'OF THE U.S. GYPSUM BOARD CORPORATION TO THE ENTRANCE OF NAPOLI MARINA
 LX1850'AND THE MARK ON THE LEFT, ON THE NORTHEAST SIDE OF THE ENTRANCE GATE
 LX1850'OF THE MARINA NEAR THE INSIDE CORNER OF THE NORTHWEST CORNER OF THE
 LX1850'CHAIN LINK FENCE AROUND THE MARINA, 15.54 METERS (51.0 FT) EAST OF
 LX1850'THE CENTER OF MAIN STREET, 13.41 METERS (44.0 FT) NORTH-NORTHWEST OF
 LX1850'THE CENTER OF THE ENTRANCE GATE AND PAVED ENTRANCE OF THE MARINA,
 LX1850'3.81 METERS (12.5 FT) NORTHEAST OF POWER POLE WITH LINES RUNNING TO
 LX1850'THE MARINA AND 3.50 METERS (11.5 FT) SOUTHEAST OF THE NORTHWEST
 LX1850'CORNER POST OF THE CHAIN LINK FENCE AROUND THE MARINA.
 LX1850'THE MARK IS 3.50 METERS  SE FROM A WITNESS POST.
 LX1850'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1072 ***********************************************************************
 LX1072  DESIGNATION -  851 8949 TIDAL 2
 LX1072  PID         -  LX1072
 LX1072  STATE/COUNTY-  NY/WESTCHESTER
 LX1072  USGS QUAD   -  PEEKSKILL (1981)
 LX1072
 LX1072                         *CURRENT SURVEY CONTROL
 LX1072  ___________________________________________________________________
 LX1072* NAD 83(1986)-  41 17 18.     (N)    073 55 41.     (W)     SCALED    
 LX1072* NAVD 88     -         2.094  (meters)       6.87   (feet)  ADJUSTED  
 LX1072  ___________________________________________________________________
 LX1072  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LX1072  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 LX1072  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 LX1072
 LX1072  VERT ORDER  -  FIRST     CLASS I
 LX1072
 LX1072.The horizontal coordinates were scaled from a topographic map and have
 LX1072.an estimated accuracy of +/- 6 seconds.
 LX1072
 LX1072.The orthometric height was determined by differential leveling
 LX1072.and adjusted by the National Geodetic Survey in June 1991..
 LX1072
 LX1072.The geoid height was determined by GEOID03.
 LX1072
 LX1072.The dynamic height is computed by dividing the NAVD 88
 LX1072.geopotential number by the normal gravity value computed on the
 LX1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1072.degrees latitude (g = 980.6199 gals.).
 LX1072
 LX1072.The modeled gravity was interpolated from observed gravity values.
 LX1072
 LX1072;                    North         East    Units  Estimated Accuracy
 LX1072;SPC NY E     -   272,720.      197,910.      MT  (+/- 180 meters Scaled)
 LX1072
 LX1072                          SUPERSEDED SURVEY CONTROL
 LX1072
 LX1072  NGVD 29 (??/??/??)    2.394  (m)            7.85   (f) ADJUSTED    1 1
 LX1072
 LX1072.Superseded values are not recommended for survey control.
 LX1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1072.See file dsdata.txt to determine how the superseded data were derived.
 LX1072
 LX1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL897713(NAD 83)
 LX1072_MARKER: DJ = TIDAL STATION DISK
 LX1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1072_SP_SET: PAVED APRON
 LX1072_STAMPING: NO 2 1932
 LX1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1072+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2000
 LX1072
 LX1072  HISTORY     - Date     Condition        Report By
 LX1072  HISTORY     - UNK      MONUMENTED       CGS
 LX1072  HISTORY     - 1955     GOOD             NGS
 LX1072  HISTORY     - 1978     GOOD             NGS
 LX1072  HISTORY     - 20001111 GOOD             BAKER
 LX1072
 LX1072                          STATION DESCRIPTION
 LX1072
 LX1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1072'AT PEEKSKILL.
 LX1072'AT PEEKSKILL, ABOUT 0.2 MILE NORTH-NORTHEAST ALONG WATER STREET
 LX1072'FROM THE NEW YORK CENTRAL RAILROAD STATION, ABOUT 104 YARDS
 LX1072'EAST OF THE NYC RR FREIGHT STATION, AT THE JUNCTION OF CENTRAL
 LX1072'AVENUE AND WATER STREET, IN THE TOP OF PAVED APRON IN FRONT OF
 LX1072'FIRE STATION CENTENNIAL 4, 15 FEET SOUTHEAST OF SOUTHEAST CURB
 LX1072'OF WATER STREET, 38 FEET SOUTH OF SOUTH CURB OF CENTRAL AVENUE,
 LX1072'1 FOOT NORTH OF SOUTHWEST CORNER OF FIRE STATION, 1/2 FOOT WEST
 LX1072'WEST FACE OF BUILDING.
 LX1072
 LX1072                          STATION RECOVERY (1978)
 LX1072
 LX1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1072'RECOVERED IN GOOD CONDITION.
 LX1072
 LX1072                          STATION RECOVERY (2000)
 LX1072
 LX1072'RECOVERY NOTE BY M BAKER JR INCORPORATED 2000 (RJH)
 LX1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1073 ***********************************************************************
 LX1073  DESIGNATION -  851 8949 TIDAL 6
 LX1073  PID         -  LX1073
 LX1073  STATE/COUNTY-  NY/WESTCHESTER
 LX1073  USGS QUAD   -  PEEKSKILL (1981)
 LX1073
 LX1073                         *CURRENT SURVEY CONTROL
 LX1073  ___________________________________________________________________
 LX1073* NAD 83(1986)-  41 17 15.     (N)    073 55 39.     (W)     SCALED    
 LX1073* NAVD 88     -         7.946  (meters)      26.07   (feet)  ADJUSTED  
 LX1073  ___________________________________________________________________
 LX1073  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LX1073  DYNAMIC HT  -           7.943 (meters)      26.06  (feet)  COMP
 LX1073  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 LX1073
 LX1073  VERT ORDER  -  FIRST     CLASS I
 LX1073
 LX1073.The horizontal coordinates were scaled from a topographic map and have
 LX1073.an estimated accuracy of +/- 6 seconds.
 LX1073
 LX1073.The orthometric height was determined by differential leveling
 LX1073.and adjusted by the National Geodetic Survey in June 1991..
 LX1073
 LX1073.The geoid height was determined by GEOID03.
 LX1073
 LX1073.The dynamic height is computed by dividing the NAVD 88
 LX1073.geopotential number by the normal gravity value computed on the
 LX1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1073.degrees latitude (g = 980.6199 gals.).
 LX1073
 LX1073.The modeled gravity was interpolated from observed gravity values.
 LX1073
 LX1073;                    North         East    Units  Estimated Accuracy
 LX1073;SPC NY E     -   272,630.      197,950.      MT  (+/- 180 meters Scaled)
 LX1073
 LX1073                          SUPERSEDED SURVEY CONTROL
 LX1073
 LX1073  NGVD 29 (??/??/??)    8.246  (m)           27.05   (f) ADJUSTED    1 1
 LX1073
 LX1073.Superseded values are not recommended for survey control.
 LX1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1073.See file dsdata.txt to determine how the superseded data were derived.
 LX1073
 LX1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL898712(NAD 83)
 LX1073_MARKER: DJ = TIDAL STATION DISK
 LX1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1073_SP_SET: BRIDGE SEAT
 LX1073_STAMPING: NO 6 1932
 LX1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1073
 LX1073  HISTORY     - Date     Condition        Report By
 LX1073  HISTORY     - 1932     MONUMENTED       CGS
 LX1073  HISTORY     - 1974     GOOD             NGS
 LX1073  HISTORY     - 1978     GOOD             NGS
 LX1073  HISTORY     - 19940416 GOOD             USPSQD
 LX1073
 LX1073                          STATION DESCRIPTION
 LX1073
 LX1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1073'AT PEEKSKILL.
 LX1073'AT PEEKSKILL, 0.2 MILE NORTH-NORTHEAST ALONG WATER STREET FROM
 LX1073'THE PENN CENTRAL RAILROAD STATION, SET VERTICALLY IN THE NORTH
 LX1073'FACE OF THE WEST CONCRETE BRIDGE SEAT OF THE SOUTH ABUTMENT OF
 LX1073'STEEL ARCH BRIDGE OF PEEKSKILL BRIARCLIFF PARKWAY OVER CENTRAL
 LX1073'AVENUE, 1.5 FEET EAST OF THE NORTHWEST CORNER OF THE BRIDGE SEAT
 LX1073'AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 LX1073
 LX1073                          STATION RECOVERY (1978)
 LX1073
 LX1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1073'RECOVERED IN GOOD CONDITION.
 LX1073
 LX1073                          STATION RECOVERY (1994)
 LX1073
 LX1073'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1071 ***********************************************************************
 LX1071  DESIGNATION -  851 8949 TIDAL 8
 LX1071  PID         -  LX1071
 LX1071  STATE/COUNTY-  NY/WESTCHESTER
 LX1071  USGS QUAD   -  PEEKSKILL (1981)
 LX1071
 LX1071                         *CURRENT SURVEY CONTROL
 LX1071  ___________________________________________________________________
 LX1071* NAD 83(1986)-  41 17 07.     (N)    073 55 49.     (W)     SCALED    
 LX1071* NAVD 88     -         2.764  (meters)       9.07   (feet)  ADJUSTED  
 LX1071  ___________________________________________________________________
 LX1071  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX1071  DYNAMIC HT  -           2.763 (meters)       9.06  (feet)  COMP
 LX1071  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 LX1071
 LX1071  VERT ORDER  -  FIRST     CLASS I
 LX1071
 LX1071.The horizontal coordinates were scaled from a topographic map and have
 LX1071.an estimated accuracy of +/- 6 seconds.
 LX1071
 LX1071.The orthometric height was determined by differential leveling
 LX1071.and adjusted by the National Geodetic Survey in June 1991..
 LX1071
 LX1071.The geoid height was determined by GEOID03.
 LX1071
 LX1071.The dynamic height is computed by dividing the NAVD 88
 LX1071.geopotential number by the normal gravity value computed on the
 LX1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1071.degrees latitude (g = 980.6199 gals.).
 LX1071
 LX1071.The modeled gravity was interpolated from observed gravity values.
 LX1071
 LX1071;                    North         East    Units  Estimated Accuracy
 LX1071;SPC NY E     -   272,380.      197,720.      MT  (+/- 180 meters Scaled)
 LX1071
 LX1071                          SUPERSEDED SURVEY CONTROL
 LX1071
 LX1071  NGVD 29 (??/??/??)    3.064  (m)           10.05   (f) ADJUSTED    1 1
 LX1071
 LX1071.Superseded values are not recommended for survey control.
 LX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1071.See file dsdata.txt to determine how the superseded data were derived.
 LX1071
 LX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL895709(NAD 83)
 LX1071_MARKER: DJ = TIDAL STATION DISK
 LX1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1071_SP_SET: STEP BASE
 LX1071_STAMPING: 8 1954
 LX1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1071
 LX1071  HISTORY     - Date     Condition        Report By
 LX1071  HISTORY     - UNK      MONUMENTED       CGS
 LX1071  HISTORY     - 1955     GOOD             NGS
 LX1071  HISTORY     - 1978     GOOD             NGS
 LX1071
 LX1071                          STATION DESCRIPTION
 LX1071
 LX1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1071'AT PEEKSKILL.
 LX1071'AT PEEKSKILL, ALONG THE NEW YORK CENTRAL RAILROAD, AT PEDESTRIAN
 LX1071'OVERPASS NO. 124B OVER THE TRACKS, IN THE TOP OF THE NORTHWEST
 LX1071'END OF CONCRETE BASE OF ENTRANCE STEPS LEADING TO OVERPASS,
 LX1071'7 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 128 FEET
 LX1071'NORTHEAST OF NORTH CORNER OF STATION, 177 FEET SOUTHWEST OF
 LX1071'CENTER LINE OF HUDSON AVENUE AND ABOUT LEVEL WITH TRACKS.
 LX1071
 LX1071                          STATION RECOVERY (1978)
 LX1071
 LX1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1069 ***********************************************************************
 LX1069  DESIGNATION -  851 8949 TIDAL 9
 LX1069  PID         -  LX1069
 LX1069  STATE/COUNTY-  NY/WESTCHESTER
 LX1069  USGS QUAD   -  PEEKSKILL (1981)
 LX1069
 LX1069                         *CURRENT SURVEY CONTROL
 LX1069  ___________________________________________________________________
 LX1069* NAD 83(1986)-  41 17 03.     (N)    073 55 53.     (W)     SCALED    
 LX1069* NAVD 88     -         3.202  (meters)      10.51   (feet)  ADJUSTED  
 LX1069  ___________________________________________________________________
 LX1069  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX1069  DYNAMIC HT  -           3.201 (meters)      10.50  (feet)  COMP
 LX1069  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 LX1069
 LX1069  VERT ORDER  -  FIRST     CLASS I
 LX1069
 LX1069.The horizontal coordinates were scaled from a topographic map and have
 LX1069.an estimated accuracy of +/- 6 seconds.
 LX1069
 LX1069.The orthometric height was determined by differential leveling
 LX1069.and adjusted by the National Geodetic Survey in June 1991..
 LX1069
 LX1069.The geoid height was determined by GEOID03.
 LX1069
 LX1069.The dynamic height is computed by dividing the NAVD 88
 LX1069.geopotential number by the normal gravity value computed on the
 LX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1069.degrees latitude (g = 980.6199 gals.).
 LX1069
 LX1069.The modeled gravity was interpolated from observed gravity values.
 LX1069
 LX1069;                    North         East    Units  Estimated Accuracy
 LX1069;SPC NY E     -   272,260.      197,630.      MT  (+/- 180 meters Scaled)
 LX1069
 LX1069                          SUPERSEDED SURVEY CONTROL
 LX1069
 LX1069  NGVD 29 (??/??/??)    3.499  (m)           11.48   (f) ADJUSTED    1 1
 LX1069
 LX1069.Superseded values are not recommended for survey control.
 LX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1069.See file dsdata.txt to determine how the superseded data were derived.
 LX1069
 LX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL894708(NAD 83)
 LX1069_MARKER: DJ = TIDAL STATION DISK
 LX1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1069_SP_SET: BRICK PILLAR
 LX1069_STAMPING: 9 1954
 LX1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1069
 LX1069  HISTORY     - Date     Condition        Report By
 LX1069  HISTORY     - UNK      MONUMENTED       CGS
 LX1069  HISTORY     - 1955     GOOD             NGS
 LX1069  HISTORY     - 1978     GOOD             NGS
 LX1069
 LX1069                          STATION DESCRIPTION
 LX1069
 LX1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1069'AT PEEKSKILL.
 LX1069'AT PEEKSKILL, AT THE SOUTHWEST END OF RAILROAD AVENUE, SET
 LX1069'VERTICALLY IN THE NORTHEAST FACE OF BRICK PILLAR 2 BY 2 FEET
 LX1069'AND 6 FEET HIGH, 81 FEET SOUTHEAST OF SOUTHEAST RAIL SOUTHEAST TRACK
 LX1069'OF THE NEW YORK CENTRAL RAILROAD, 229 FEET SOUTHWEST OF SOUTH
 LX1069'CORNER OF NYCRR STATION, 9 1/2 FEET SOUTHWEST OF EXTENDED
 LX1069'SOUTHWEST CURB LINE OF REQUA STREET, 6 1/2 FEET NORTHWEST OF
 LX1069'EXTENDED NORTHWEST CURB OF RAILROAD AVENUE, AND ABOUT 1 3/4
 LX1069'FEET ABOVE GROUND.
 LX1069
 LX1069                          STATION RECOVERY (1978)
 LX1069
 LX1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1409 ***********************************************************************
 MZ1409  TIDAL BM    -  This is a Tidal Bench Mark.
 MZ1409  DESIGNATION -  851 8995 A TIDAL
 MZ1409  PID         -  MZ1409
 MZ1409  STATE/COUNTY-  NY/ALBANY
 MZ1409  USGS QUAD   -  TROY SOUTH (1980)
 MZ1409
 MZ1409                         *CURRENT SURVEY CONTROL
 MZ1409  ___________________________________________________________________
 MZ1409* NAD 83(1986)-  42 39 00.     (N)    073 44 51.     (W)     SCALED    
 MZ1409* NAVD 88     -         4.183  (meters)      13.72   (feet)  ADJUSTED  
 MZ1409  ___________________________________________________________________
 MZ1409  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ1409  DYNAMIC HT  -           4.182 (meters)      13.72  (feet)  COMP
 MZ1409  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 MZ1409
 MZ1409  VERT ORDER  -  FIRST     CLASS II
 MZ1409
 MZ1409.The horizontal coordinates were scaled from a topographic map and have
 MZ1409.an estimated accuracy of +/- 6 seconds.
 MZ1409
 MZ1409.The orthometric height was determined by differential leveling
 MZ1409.and adjusted by the National Geodetic Survey in June 1991..
 MZ1409
 MZ1409.This Tidal Bench Mark is designated as VM 2399
 MZ1409.by the Center for Operational Oceanographic Products and Services.
 MZ1409
 MZ1409.The geoid height was determined by GEOID03.
 MZ1409
 MZ1409.The dynamic height is computed by dividing the NAVD 88
 MZ1409.geopotential number by the normal gravity value computed on the
 MZ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1409.degrees latitude (g = 980.6199 gals.).
 MZ1409
 MZ1409.The modeled gravity was interpolated from observed gravity values.
 MZ1409
 MZ1409;                    North         East    Units  Estimated Accuracy
 MZ1409;SPC NY E     -   424,070.      211,700.      MT  (+/- 180 meters Scaled)
 MZ1409
 MZ1409                          SUPERSEDED SURVEY CONTROL
 MZ1409
 MZ1409  NGVD 29 (??/??/??)    4.420  (m)           14.50   (f) ADJUSTED    1 2
 MZ1409
 MZ1409.Superseded values are not recommended for survey control.
 MZ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1409.See file dsdata.txt to determine how the superseded data were derived.
 MZ1409
 MZ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN026227(NAD 83)
 MZ1409_MARKER: DJ = TIDAL STATION DISK
 MZ1409_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MZ1409_SP_SET: CONCRETE FOUNDATION
 MZ1409_STAMPING: 8995 A 1981
 MZ1409_MARK LOGO: NOS   
 MZ1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1409+STABILITY: SURFACE MOTION
 MZ1409
 MZ1409  HISTORY     - Date     Condition        Report By
 MZ1409  HISTORY     - 1981     MONUMENTED       NOS
 MZ1409  HISTORY     - 1982     GOOD             NGS
 MZ1409  HISTORY     - 19910610 GOOD             USPSQD
 MZ1409  HISTORY     - 19950830 GOOD             USPSQD
 MZ1409
 MZ1409                          STATION DESCRIPTION
 MZ1409
 MZ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MZ1409'IN ALBANY.
 MZ1409'IN ALBANY, 0.8 KM (0.5 MILE) NORTHEAST ALONG QUAY STREET FROM THE
 MZ1409'JUNCTION OF BROADWAY, TO THE NORTHEAST END OF PROPERTY OF THE ALBANY
 MZ1409'RIVERSIDE PUMPING STATION, APPROXIMATELY 500 FEET NORTHEAST ALONG A
 MZ1409'PAVED BIKE PATH FROM THE NORTHEAST END OF THE PROPERTY OF THE ALBANY
 MZ1409'RIVERSIDE PUMPING STATION, IN TOP OF THE EAST CORNER OF A SIX BY SIX
 MZ1409'FOOT CONCRETE BLOCK BUILDING A U.S.E. TIDE GAGE HOUSE ON THE WEST BANK
 MZ1409'OF THE HUDSON RIVER, 60.96 METERS (200.0 FT) NORTHEAST OF AN
 MZ1409'ABANDONED SMALL BRICK BUILDING WITH A RED TILE ROOF, 0.82 METERS (2.7
 MZ1409'FT) NORTH OF THE NORTH CORNER OF THE TOP CONCRETE STEP OF THE
 MZ1409'SOUTHWEST ENTRANCE OF THE BUILDING AND 1.21 METERS (4.0 FT) SOUTHEAST
 MZ1409'OF THE CENTER OF THE ENTRANCE DOOR OF THE BUILDING.
 MZ1409
 MZ1409                          STATION RECOVERY (1991)
 MZ1409
 MZ1409'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 MZ1409'RECOVERED IN GOOD CONDITION.
 MZ1409
 MZ1409                          STATION RECOVERY (1995)
 MZ1409
 MZ1409'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1408 ***********************************************************************
 MZ1408  TIDAL BM    -  This is a Tidal Bench Mark.
 MZ1408  DESIGNATION -  851 8995 B TIDAL
 MZ1408  PID         -  MZ1408
 MZ1408  STATE/COUNTY-  NY/ALBANY
 MZ1408  USGS QUAD   -  TROY SOUTH (1980)
 MZ1408
 MZ1408                         *CURRENT SURVEY CONTROL
 MZ1408  ___________________________________________________________________
 MZ1408* NAD 83(1986)-  42 38 59.     (N)    073 44 51.     (W)     SCALED    
 MZ1408* NAVD 88     -         4.681  (meters)      15.36   (feet)  ADJUSTED  
 MZ1408  ___________________________________________________________________
 MZ1408  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ1408  DYNAMIC HT  -           4.679 (meters)      15.35  (feet)  COMP
 MZ1408  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 MZ1408
 MZ1408  VERT ORDER  -  FIRST     CLASS II
 MZ1408
 MZ1408.The horizontal coordinates were scaled from a topographic map and have
 MZ1408.an estimated accuracy of +/- 6 seconds.
 MZ1408
 MZ1408.The orthometric height was determined by differential leveling
 MZ1408.and adjusted by the National Geodetic Survey in June 1991..
 MZ1408
 MZ1408.This Tidal Bench Mark is designated as VM 2400
 MZ1408.by the Center for Operational Oceanographic Products and Services.
 MZ1408
 MZ1408.The geoid height was determined by GEOID03.
 MZ1408
 MZ1408.The dynamic height is computed by dividing the NAVD 88
 MZ1408.geopotential number by the normal gravity value computed on the
 MZ1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1408.degrees latitude (g = 980.6199 gals.).
 MZ1408
 MZ1408.The modeled gravity was interpolated from observed gravity values.
 MZ1408
 MZ1408;                    North         East    Units  Estimated Accuracy
 MZ1408;SPC NY E     -   424,040.      211,700.      MT  (+/- 180 meters Scaled)
 MZ1408
 MZ1408                          SUPERSEDED SURVEY CONTROL
 MZ1408
 MZ1408  NGVD 29 (??/??/??)    4.918  (m)           16.14   (f) ADJUSTED    1 2
 MZ1408
 MZ1408.Superseded values are not recommended for survey control.
 MZ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1408.See file dsdata.txt to determine how the superseded data were derived.
 MZ1408
 MZ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN026226(NAD 83)
 MZ1408_MARKER: DJ = TIDAL STATION DISK
 MZ1408_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MZ1408_SP_SET: CONCRETE FOUNDATION OF BUILDIN
 MZ1408_STAMPING: 8995 B 1981
 MZ1408_MARK LOGO: NOS   
 MZ1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1408+STABILITY: SURFACE MOTION
 MZ1408
 MZ1408  HISTORY     - Date     Condition        Report By
 MZ1408  HISTORY     - 1981     MONUMENTED       NOS
 MZ1408  HISTORY     - 1982     GOOD             NGS
 MZ1408  HISTORY     - 19910610 GOOD             USPSQD
 MZ1408  HISTORY     - 19950830 GOOD             USPSQD
 MZ1408
 MZ1408                          STATION DESCRIPTION
 MZ1408
 MZ1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MZ1408'IN ALBANY.
 MZ1408'IN ALBANY, 0.8 KM (0.5 MILE) NORTHEAST ALONG QUAY STREET FROM THE
 MZ1408'JUNCTION OF BROADWAY, TO THE NORTHEAST END OF PROPERTY OF THE ALBANY
 MZ1408'RIVERSIDE PUMPING STATION, 300 FEET NORTHEAST OF THE NORTHEAST END OF
 MZ1408'THE RIVERSIDE PUMPING STATION ON THE WEST BANK OF THE HUDSON RIVER, IN
 MZ1408'TOP OF THE NORTHWEST EXTENDED FOUNDATION OF THE SOUTHWEST ENTRANCE OF
 MZ1408'A SMALL ABANDONED DARK RED BRICK BUILDING WITH RED TILE ROOF,
 MZ1408'60.96 METERS (200.0 FT) SOUTHWEST OF THE U.S.E. TIDE GAUGE HOUSE A
 MZ1408'SMALL CONCRETE BUILDING, 6.09 METERS (20.0 FT) NORTHWEST OF THE BANK
 MZ1408'OF THE RIVER AND 1.64 METER (5.4 FT) SOUTHEAST OF THE WEST CORNER OF
 MZ1408'THE BUILDING.
 MZ1408'THE MARK IS 0.61 M ABOVE THE GROUND.
 MZ1408
 MZ1408                          STATION RECOVERY (1991)
 MZ1408
 MZ1408'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 MZ1408'RECOVERED IN GOOD CONDITION.
 MZ1408
 MZ1408                          STATION RECOVERY (1995)
 MZ1408
 MZ1408'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1410 ***********************************************************************
 MZ1410  TIDAL BM    -  This is a Tidal Bench Mark.
 MZ1410  DESIGNATION -  851 8995 C TIDAL
 MZ1410  PID         -  MZ1410
 MZ1410  STATE/COUNTY-  NY/ALBANY
 MZ1410  USGS QUAD   -  TROY SOUTH (1980)
 MZ1410
 MZ1410                         *CURRENT SURVEY CONTROL
 MZ1410  ___________________________________________________________________
 MZ1410* NAD 83(1986)-  42 38 56.     (N)    073 44 56.     (W)     SCALED    
 MZ1410* NAVD 88     -         7.016  (meters)      23.02   (feet)  ADJUSTED  
 MZ1410  ___________________________________________________________________
 MZ1410  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ1410  DYNAMIC HT  -           7.014 (meters)      23.01  (feet)  COMP
 MZ1410  MODELED GRAV-     980,342.6   (mgal)                       NAVD 88
 MZ1410
 MZ1410  VERT ORDER  -  FIRST     CLASS II
 MZ1410
 MZ1410.The horizontal coordinates were scaled from a topographic map and have
 MZ1410.an estimated accuracy of +/- 6 seconds.
 MZ1410
 MZ1410.The orthometric height was determined by differential leveling
 MZ1410.and adjusted by the National Geodetic Survey in June 1991..
 MZ1410
 MZ1410.This Tidal Bench Mark is designated as VM 2401
 MZ1410.by the Center for Operational Oceanographic Products and Services.
 MZ1410
 MZ1410.The geoid height was determined by GEOID03.
 MZ1410
 MZ1410.The dynamic height is computed by dividing the NAVD 88
 MZ1410.geopotential number by the normal gravity value computed on the
 MZ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1410.degrees latitude (g = 980.6199 gals.).
 MZ1410
 MZ1410.The modeled gravity was interpolated from observed gravity values.
 MZ1410
 MZ1410;                    North         East    Units  Estimated Accuracy
 MZ1410;SPC NY E     -   423,950.      211,590.      MT  (+/- 180 meters Scaled)
 MZ1410
 MZ1410                          SUPERSEDED SURVEY CONTROL
 MZ1410
 MZ1410  NGVD 29 (??/??/??)    7.253  (m)           23.80   (f) ADJUSTED    1 2
 MZ1410
 MZ1410.Superseded values are not recommended for survey control.
 MZ1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1410.See file dsdata.txt to determine how the superseded data were derived.
 MZ1410
 MZ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN025225(NAD 83)
 MZ1410_MARKER: DJ = TIDAL STATION DISK
 MZ1410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MZ1410_SP_SET: CONCRETE RETAINING WALL
 MZ1410_STAMPING: 8995 C 1981
 MZ1410_MARK LOGO: NOS   
 MZ1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1410+STABILITY: SURFACE MOTION
 MZ1410
 MZ1410  HISTORY     - Date     Condition        Report By
 MZ1410  HISTORY     - 1981     MONUMENTED       NOS
 MZ1410  HISTORY     - 1982     GOOD             NGS
 MZ1410  HISTORY     - 19910610 GOOD             USPSQD
 MZ1410  HISTORY     - 19950830 GOOD             USPSQD
 MZ1410
 MZ1410                          STATION DESCRIPTION
 MZ1410
 MZ1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MZ1410'IN ALBANY.
 MZ1410'IN ALBANY, 0.8 KM (0.5 MILE) NORTHEAST ALONG QUAY STREET FROM THE
 MZ1410'JUNCTION OF BROADWAY, TO THE NORTHEAST END OF PROPERTY OF THE ALBANY
 MZ1410'RIVERSIDE PUMPING STATION, DIRECTLY ACROSS QUAY STREET FROM THE
 MZ1410'NORTHEAST SIDE OF THE PROPERTY OF THE ALBANY RIVERSIDE PUMPING
 MZ1410'STATION, IN TOP OF AND NEAR THE NORTHEAST END OF A RETAINING WALL OF
 MZ1410'AN APPROACH RAMP TO HIGHWAY 787, 5.18 METERS (17.0 FT) NORTHWEST OF
 MZ1410'THE CENTER LINE OF QUAY STREET, 9.75 METERS (32.0 FT) NORTHEAST OF AN
 MZ1410'ALUMINUM LAMP POST ON THE RETAINING WALL AND 0.67 METER (2.2 FT)
 MZ1410'SOUTHWEST OF THE NORTHEAST END OF THE RETAINING WALL.
 MZ1410'THE MARK IS 0.91 M ABOVE THE STREET.
 MZ1410
 MZ1410                          STATION RECOVERY (1991)
 MZ1410
 MZ1410'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 MZ1410'RECOVERED IN GOOD CONDITION.
 MZ1410
 MZ1410                          STATION RECOVERY (1995)
 MZ1410
 MZ1410'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1406 ***********************************************************************
 MZ1406  TIDAL BM    -  This is a Tidal Bench Mark.
 MZ1406  DESIGNATION -  851 8995 D TIDAL
 MZ1406  PID         -  MZ1406
 MZ1406  STATE/COUNTY-  NY/ALBANY
 MZ1406  USGS QUAD   -  TROY SOUTH (1980)
 MZ1406
 MZ1406                         *CURRENT SURVEY CONTROL
 MZ1406  ___________________________________________________________________
 MZ1406* NAD 83(1986)-  42 39 16.     (N)    073 44 36.     (W)     SCALED    
 MZ1406* NAVD 88     -         4.804  (meters)      15.76   (feet)  ADJUSTED  
 MZ1406  ___________________________________________________________________
 MZ1406  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ1406  DYNAMIC HT  -           4.803 (meters)      15.76  (feet)  COMP
 MZ1406  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 MZ1406
 MZ1406  VERT ORDER  -  FIRST     CLASS II
 MZ1406
 MZ1406.The horizontal coordinates were scaled from a topographic map and have
 MZ1406.an estimated accuracy of +/- 6 seconds.
 MZ1406
 MZ1406.The orthometric height was determined by differential leveling
 MZ1406.and adjusted by the National Geodetic Survey in June 1991..
 MZ1406
 MZ1406.This Tidal Bench Mark is designated as VM 2402
 MZ1406.by the Center for Operational Oceanographic Products and Services.
 MZ1406
 MZ1406.The geoid height was determined by GEOID03.
 MZ1406
 MZ1406.The dynamic height is computed by dividing the NAVD 88
 MZ1406.geopotential number by the normal gravity value computed on the
 MZ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1406.degrees latitude (g = 980.6199 gals.).
 MZ1406
 MZ1406.The modeled gravity was interpolated from observed gravity values.
 MZ1406
 MZ1406;                    North         East    Units  Estimated Accuracy
 MZ1406;SPC NY E     -   424,570.      212,040.      MT  (+/- 180 meters Scaled)
 MZ1406
 MZ1406                          SUPERSEDED SURVEY CONTROL
 MZ1406
 MZ1406  NGVD 29 (??/??/??)    5.041  (m)           16.54   (f) ADJUSTED    1 2
 MZ1406
 MZ1406.Superseded values are not recommended for survey control.
 MZ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1406.See file dsdata.txt to determine how the superseded data were derived.
 MZ1406
 MZ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN030232(NAD 83)
 MZ1406_MARKER: DB = BENCH MARK DISK
 MZ1406_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MZ1406_SP_SET: MASSIVE CONCRETE RETAINING WAL
 MZ1406_STAMPING: 851 8995 D 1982
 MZ1406_MARK LOGO: NGS   
 MZ1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1406+STABILITY: POSITION/ELEVATION WELL
 MZ1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1406+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 MZ1406
 MZ1406  HISTORY     - Date     Condition        Report By
 MZ1406  HISTORY     - 1982     MONUMENTED       NGS
 MZ1406  HISTORY     - 1989     GOOD             USPSQD
 MZ1406  HISTORY     - 19910610 GOOD             USPSQD
 MZ1406  HISTORY     - 19950830 GOOD             USPSQD
 MZ1406  HISTORY     - 20050822 GOOD             NYDT
 MZ1406
 MZ1406                          STATION DESCRIPTION
 MZ1406
 MZ1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MZ1406'IN ALBANY.
 MZ1406'IN ALBANY, 0.8 KM (0.5 MILE) NORTHEAST ALONG QUAY STREET FROM THE
 MZ1406'JUNCTION OF BROADWAY, TO THE NORTHEAST END OF PROPERTY OF THE ALBANY
 MZ1406'RIVERSIDE PUMPING STATION, THENCE 0.8 KM (0.5 MILE) NORTHEAST ALONG A
 MZ1406'PAVED BIKE TRAIL LEADING THROUGH RIVERFRONT PRESERVE ERASTUS CORNING
 MZ1406'SECOND PARK, TO THE SOUTHWEST END OF A CURVED CONCRETE RETAINING WALL
 MZ1406'ALONG THE WEST BANK OF THE HUDSON RIVER, 84.73 METERS (278.0 FT)
 MZ1406'EAST-NORTHEAST OF THE CENTER OF THE ENTRANCE AND EXIT OF THE PARKING
 MZ1406'AREA OF THE PARK, 32.0 METERS (105.0 FT) SOUTH-SOUTHEAST OF THE
 MZ1406'SOUTHEAST CORNER OF THE WEST STONE BRICK ABUTMENT OF THE CONRAIL
 MZ1406'RAILROAD BRIDGE OVER THE HUDSON RIVER, 5.69 METERS (18.7 FT) SOUTHWEST
 MZ1406'OF AN ALUMINUM LAMP POST ON THE RETAINING WALL, 3.20 METERS (10.5 FT)
 MZ1406'SOUTHEAST OF THE SOUTHEAST FACE OF A METAL GUARDRAIL ON THE NORTHWEST
 MZ1406'SIDE OF THE PAVED BIKE PATH AND 0.51 METER (1.7 FT) NORTHEAST OF THE
 MZ1406'SOUTHWEST END OF THE CONCRETE RETAINING WALL.
 MZ1406'THE MARK IS 1.42 METERS  NE FROM A WITNESS POST.
 MZ1406'THE MARK IS 0.61 M ABOVE THE BIKE PATH.
 MZ1406
 MZ1406                          STATION RECOVERY (1989)
 MZ1406
 MZ1406'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 MZ1406'RECOVERED IN GOOD CONDITION.
 MZ1406
 MZ1406                          STATION RECOVERY (1991)
 MZ1406
 MZ1406'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 MZ1406'RECOVERED IN GOOD CONDITION.
 MZ1406
 MZ1406                          STATION RECOVERY (1995)
 MZ1406
 MZ1406'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1406'RECOVERED IN GOOD CONDITION.
 MZ1406
 MZ1406                          STATION RECOVERY (2005)
 MZ1406
 MZ1406'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 MZ1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1407 ***********************************************************************
 MZ1407  TIDAL BM    -  This is a Tidal Bench Mark.
 MZ1407  DESIGNATION -  851 8995 E TIDAL
 MZ1407  PID         -  MZ1407
 MZ1407  STATE/COUNTY-  NY/ALBANY
 MZ1407  USGS QUAD   -  TROY SOUTH (1980)
 MZ1407
 MZ1407                         *CURRENT SURVEY CONTROL
 MZ1407  ___________________________________________________________________
 MZ1407* NAD 83(1986)-  42 39 05.     (N)    073 44 46.     (W)     SCALED    
 MZ1407* NAVD 88     -         2.934  (meters)       9.63   (feet)  ADJUSTED  
 MZ1407  ___________________________________________________________________
 MZ1407  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ1407  DYNAMIC HT  -           2.934 (meters)       9.63  (feet)  COMP
 MZ1407  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 MZ1407
 MZ1407  VERT ORDER  -  FIRST     CLASS II
 MZ1407
 MZ1407.The horizontal coordinates were scaled from a topographic map and have
 MZ1407.an estimated accuracy of +/- 6 seconds.
 MZ1407
 MZ1407.The orthometric height was determined by differential leveling
 MZ1407.and adjusted by the National Geodetic Survey in June 1991..
 MZ1407
 MZ1407.This Tidal Bench Mark is designated as VM 2403
 MZ1407.by the Center for Operational Oceanographic Products and Services.
 MZ1407
 MZ1407.The geoid height was determined by GEOID03.
 MZ1407
 MZ1407.The dynamic height is computed by dividing the NAVD 88
 MZ1407.geopotential number by the normal gravity value computed on the
 MZ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1407.degrees latitude (g = 980.6199 gals.).
 MZ1407
 MZ1407.The modeled gravity was interpolated from observed gravity values.
 MZ1407
 MZ1407;                    North         East    Units  Estimated Accuracy
 MZ1407;SPC NY E     -   424,220.      211,810.      MT  (+/- 180 meters Scaled)
 MZ1407
 MZ1407                          SUPERSEDED SURVEY CONTROL
 MZ1407
 MZ1407  NGVD 29 (??/??/??)    3.172  (m)           10.41   (f) ADJUSTED    1 2
 MZ1407
 MZ1407.Superseded values are not recommended for survey control.
 MZ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1407.See file dsdata.txt to determine how the superseded data were derived.
 MZ1407
 MZ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN027228(NAD 83)
 MZ1407_MARKER: DB = BENCH MARK DISK
 MZ1407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1407_SP_SET: STAINLESS STEEL ROD
 MZ1407_STAMPING: 851 8995 E 1982
 MZ1407_MARK LOGO: NGS   
 MZ1407_PROJECTION: FLUSH
 MZ1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1407+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 MZ1407_ROD/PIPE-DEPTH: 7.30 meters
 MZ1407
 MZ1407  HISTORY     - Date     Condition        Report By
 MZ1407  HISTORY     - 1982     MONUMENTED       NGS
 MZ1407  HISTORY     - 19910610 GOOD             USPSQD
 MZ1407  HISTORY     - 19950830 GOOD             USPSQD
 MZ1407  HISTORY     - 20050608 GOOD             INDIV
 MZ1407
 MZ1407                          STATION DESCRIPTION
 MZ1407
 MZ1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MZ1407'IN ALBANY.
 MZ1407'IN ALBANY, 0.8 KM (0.5 MILE) NORTHEAST ALONG QUAY STREET FROM THE
 MZ1407'JUNCTION OF BROADWAY, TO THE NORTHEAST END OF PROPERTY OF THE ALBANY
 MZ1407'RIVERSIDE PUMPING STATION, THENCE 0.28 KM (0.15 MILE) NORTHEAST ALONG
 MZ1407'A PAVED BIKE TRAIL LEADING THROUGH RIVERFRONT PRESERVE ERASTUS CORNING
 MZ1407'2ND PARK, TO A STONE BLOCK BRIDGE ACROSS A POND AND THE MARK ON THE
 MZ1407'LEFT, AT THE SOUTHEAST END OF THE NORTHEAST STONE BLOCK RETAINING WALL
 MZ1407'OF THE BRIDGE, 14.02 METERS (46.0 FT) NORTHWEST OF THE CENTER OF THE
 MZ1407'PAVED BIKE PATH, 2.13 METERS (7.0 FT) NORTHEAST OF THE CENTER OF THE
 MZ1407'BRIDGE AND 0.61 METER (2.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 MZ1407'NORTHEAST STONE BLOCK RETAINING WALL OF THE BRIDGE.
 MZ1407'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 MZ1407'THE MARK IS ABOVE LEVEL WITH THE BIKE PATH.
 MZ1407
 MZ1407                          STATION RECOVERY (1991)
 MZ1407
 MZ1407'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 MZ1407'RECOVERED IN GOOD CONDITION.
 MZ1407
 MZ1407                          STATION RECOVERY (1995)
 MZ1407
 MZ1407'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1407'RECOVERED IN GOOD CONDITION.
 MZ1407
 MZ1407                          STATION RECOVERY (2005)
 MZ1407
 MZ1407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJN)
 MZ1407'RECOVERED AS DESCRIBED, COVERED WITH 3 INCHES OF SOIL.
 MZ1407'PERFECT CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1411 ***********************************************************************
 MZ1411  TIDAL BM    -  This is a Tidal Bench Mark.
 MZ1411  DESIGNATION -  851 8995 F TIDAL
 MZ1411  PID         -  MZ1411
 MZ1411  STATE/COUNTY-  NY/ALBANY
 MZ1411  USGS QUAD   -  TROY SOUTH (1980)
 MZ1411
 MZ1411                         *CURRENT SURVEY CONTROL
 MZ1411  ___________________________________________________________________
 MZ1411* NAD 83(1986)-  42 38 55.     (N)    073 44 57.     (W)     SCALED    
 MZ1411* NAVD 88     -         6.105  (meters)      20.03   (feet)  ADJUSTED  
 MZ1411  ___________________________________________________________________
 MZ1411  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ1411  DYNAMIC HT  -           6.103 (meters)      20.02  (feet)  COMP
 MZ1411  MODELED GRAV-     980,342.6   (mgal)                       NAVD 88
 MZ1411
 MZ1411  VERT ORDER  -  FIRST     CLASS II
 MZ1411
 MZ1411.The horizontal coordinates were scaled from a topographic map and have
 MZ1411.an estimated accuracy of +/- 6 seconds.
 MZ1411
 MZ1411.The orthometric height was determined by differential leveling
 MZ1411.and adjusted by the National Geodetic Survey in June 1991..
 MZ1411
 MZ1411.This Tidal Bench Mark is designated as VM 2404
 MZ1411.by the Center for Operational Oceanographic Products and Services.
 MZ1411
 MZ1411.The geoid height was determined by GEOID03.
 MZ1411
 MZ1411.The dynamic height is computed by dividing the NAVD 88
 MZ1411.geopotential number by the normal gravity value computed on the
 MZ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1411.degrees latitude (g = 980.6199 gals.).
 MZ1411
 MZ1411.The modeled gravity was interpolated from observed gravity values.
 MZ1411
 MZ1411;                    North         East    Units  Estimated Accuracy
 MZ1411;SPC NY E     -   423,910.      211,570.      MT  (+/- 180 meters Scaled)
 MZ1411
 MZ1411                          SUPERSEDED SURVEY CONTROL
 MZ1411
 MZ1411  NGVD 29 (??/??/??)    6.342  (m)           20.81   (f) ADJUSTED    1 2
 MZ1411
 MZ1411.Superseded values are not recommended for survey control.
 MZ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1411.See file dsdata.txt to determine how the superseded data were derived.
 MZ1411
 MZ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN025225(NAD 83)
 MZ1411_MARKER: I = METAL ROD
 MZ1411_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MZ1411_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MZ1411_STAMPING: 851 8995 F 1982
 MZ1411_MARK LOGO: NGS   
 MZ1411_PROJECTION: FLUSH
 MZ1411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1411+STABILITY: POSITION/ELEVATION WELL
 MZ1411_ROD/PIPE-DEPTH: 7.90 meters
 MZ1411_SLEEVE-DEPTH  : 6.10 meters
 MZ1411
 MZ1411  HISTORY     - Date     Condition        Report By
 MZ1411  HISTORY     - 1982     MONUMENTED       NGS
 MZ1411  HISTORY     - 19950830 GOOD             USPSQD
 MZ1411  HISTORY     - 20050822 GOOD             NYDT
 MZ1411
 MZ1411                          STATION DESCRIPTION
 MZ1411
 MZ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MZ1411'IN ALBANY.
 MZ1411'IN ALBANY, 0.8 KM (0.5 MILE) NORTHEAST ALONG QUAY STREET FROM THE
 MZ1411'JUNCTION OF BROADWAY, TO THE NORTHEAST END OF PROPERTY OF THE ALBANY
 MZ1411'RIVERSIDE PUMPING STATION AND THE MARK ON THE RIGHT, ON THE NORTHEAST
 MZ1411'SIDE OF A CHAIN LINK FENCE RUNNING NORTHWEST AND SOUTHEAST AT THE
 MZ1411'NORTHEAST END OF THE PROPERTY OF THE ALBANY RIVERSIDE PUMPING STATION,
 MZ1411'8.99 METERS (29.5 FT) SOUTHEAST OF THE SOUTHEAST CURB OF QUAY STREET,
 MZ1411'2.83 METERS (9.3 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A STONE BLOCK
 MZ1411'WALL TWO FEET HIGH ON THE NORTHWEST SIDE OF THE PROPERTY OF THE
 MZ1411'PUMPING STATION, 2.74 METERS (9.0 FT) EAST-NORTHEAST OF THE NORTHWEST
 MZ1411'END POST OF THE CHAIN LINK FENCE BOARDING THE NORTHEAST SIDE OF THE
 MZ1411'PROPERTY OF THE PUMPING STATION AND 0.61 METER (2.0 FT) NORTHEAST OF
 MZ1411'THE CHAIN LINK FENCE.
 MZ1411'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 MZ1411'THE MARK IS 0.18 M ABOVE THE STREET.
 MZ1411
 MZ1411                          STATION RECOVERY (1995)
 MZ1411
 MZ1411'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1411'RECOVERED IN GOOD CONDITION.
 MZ1411
 MZ1411                          STATION RECOVERY (2005)
 MZ1411
 MZ1411'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 MZ1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6736 ***********************************************************************
 AH6736  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6736  DESIGNATION -  851 9483 A TIDAL
 AH6736  PID         -  AH6736
 AH6736  STATE/COUNTY-  NY/RICHMOND
 AH6736  USGS QUAD   -  ELIZABETH (1995)
 AH6736
 AH6736                         *CURRENT SURVEY CONTROL
 AH6736  ___________________________________________________________________
 AH6736* NAD 83(1986)-  40 38 12.     (N)    074 08 29.     (W)     SCALED    
 AH6736* NAVD 88     -         3.37   (meters)      11.1    (feet)  U HEIGHT  
 AH6736  ___________________________________________________________________
 AH6736  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AH6736  DYNAMIC HT  -           3.37  (meters)      11.1   (feet)  COMP
 AH6736  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 AH6736
 AH6736  VERT ORDER  -  THIRD
 AH6736
 AH6736.The horizontal coordinates were scaled from a topographic map and have
 AH6736.an estimated accuracy of +/- 6 seconds.
 AH6736
 AH6736.The orthometric height was determined by differential leveling
 AH6736.and adjusted by the National Geodetic Survey in September 2005..
 AH6736.No vertical observational check was made to the station.
 AH6736.The height was determined by precise leveling from only one NSRS
 AH6736.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AH6736.this height should be used with CAUTION.
 AH6736
 AH6736.This Tidal Bench Mark is designated as VM 311
 AH6736.by the Center for Operational Oceanographic Products and Services.
 AH6736
 AH6736.The geoid height was determined by GEOID03.
 AH6736
 AH6736.The dynamic height is computed by dividing the NAVD 88
 AH6736.geopotential number by the normal gravity value computed on the
 AH6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6736.degrees latitude (g = 980.6199 gals.).
 AH6736
 AH6736.The modeled gravity was interpolated from observed gravity values.
 AH6736
 AH6736;                    North         East    Units  Estimated Accuracy
 AH6736;SPC NY L     -    52,200.      288,040.      MT  (+/- 180 meters Scaled)
 AH6736
 AH6736                          SUPERSEDED SURVEY CONTROL
 AH6736
 AH6736.No superseded survey control is available for this station.
 AH6736
 AH6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK726987(NAD 83)
 AH6736_MARKER: DJ = TIDAL STATION DISK
 AH6736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH6736_SP_SET: FILLED CAPSTAN
 AH6736_STAMPING: 9483 A 1981
 AH6736_MARK LOGO: NOS   
 AH6736_PROJECTION: FLUSH
 AH6736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6736
 AH6736  HISTORY     - Date     Condition        Report By
 AH6736  HISTORY     - 1981     MONUMENTED       NOS
 AH6736  HISTORY     - 19951106 GOOD             NOS
 AH6736
 AH6736                          STATION DESCRIPTION
 AH6736
 AH6736'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6736'THE BENCH MARK IS SET IN A CONCRETE FILLED STEEL CAPSTAN AT 2541
 AH6736'RICHMOND TERRACE, 36.4 M (119.4 FT) NORTH OF THE CENTERLINE OF
 AH6736'RICHMOND TERRACE, 18.1 M (59.4 FT) NE OF THE NE CORNER OF THE BUILDING
 AH6736'AT 2541 RICHMOND TERRACE, 17.1 M (56.1 FT) SE OF THE SE CORNER OF THE
 AH6736'CONCRETE OIL LOADING PLATFORM, 0.4 M) WEST OF A CHAIN LINK FENCE, AND
 AH6736'0.5 M (1.6 FT) ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6737 ***********************************************************************
 AH6737  TIDAL BM    -  This is a Tidal Bench Mark.
 AH6737  DESIGNATION -  851 9483 B TIDAL
 AH6737  PID         -  AH6737
 AH6737  STATE/COUNTY-  NY/RICHMOND
 AH6737  USGS QUAD   -  ELIZABETH (1995)
 AH6737
 AH6737                         *CURRENT SURVEY CONTROL
 AH6737  ___________________________________________________________________
 AH6737* NAD 83(1986)-  40 38 12.     (N)    074 08 29.     (W)     SCALED    
 AH6737* NAVD 88     -         4.24   (meters)      13.9    (feet)  U HEIGHT  
 AH6737  ___________________________________________________________________
 AH6737  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AH6737  DYNAMIC HT  -           4.24  (meters)      13.9   (feet)  COMP
 AH6737  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 AH6737
 AH6737  VERT ORDER  -  THIRD
 AH6737
 AH6737.The horizontal coordinates were scaled from a topographic map and have
 AH6737.an estimated accuracy of +/- 6 seconds.
 AH6737
 AH6737.The orthometric height was determined by differential leveling
 AH6737.and adjusted by the National Geodetic Survey in September 2005..
 AH6737.No vertical observational check was made to the station.
 AH6737.The height was determined by precise leveling from only one NSRS
 AH6737.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AH6737.this height should be used with CAUTION.
 AH6737
 AH6737.This Tidal Bench Mark is designated as VM 315
 AH6737.by the Center for Operational Oceanographic Products and Services.
 AH6737
 AH6737.The geoid height was determined by GEOID03.
 AH6737
 AH6737.The dynamic height is computed by dividing the NAVD 88
 AH6737.geopotential number by the normal gravity value computed on the
 AH6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6737.degrees latitude (g = 980.6199 gals.).
 AH6737
 AH6737.The modeled gravity was interpolated from observed gravity values.
 AH6737
 AH6737;                    North         East    Units  Estimated Accuracy
 AH6737;SPC NY L     -    52,200.      288,040.      MT  (+/- 180 meters Scaled)
 AH6737
 AH6737                          SUPERSEDED SURVEY CONTROL
 AH6737
 AH6737.No superseded survey control is available for this station.
 AH6737
 AH6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK726987(NAD 83)
 AH6737_MARKER: DJ = TIDAL STATION DISK
 AH6737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH6737_SP_SET: STEP
 AH6737_STAMPING: 9483 B 1981
 AH6737_MARK LOGO: NOS   
 AH6737_PROJECTION: FLUSH
 AH6737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6737
 AH6737  HISTORY     - Date     Condition        Report By
 AH6737  HISTORY     - 1981     MONUMENTED       NOS
 AH6737  HISTORY     - 19951106 GOOD             NOS
 AH6737
 AH6737                          STATION DESCRIPTION
 AH6737
 AH6737'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AH6737'THE BENCH MARK IS SET IN THE SW CORNER OF THE TOP STEP OF THREE STEPS
 AH6737'AT THE MAIN ENTRANCE TO THE SIPCO OIL COMPANY AT 2541 RICHMOND
 AH6737'TERRACE, 19.8 M (65.0 FT) WEST OF A CHAIN LINK FENCE, AND 10.2 M (33.5
 AH6737'FT) NORTH OF THE CENTERLINE OF RICHMOND TERRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0109 ***********************************************************************
 LY0109  DESIGNATION -  855
 LY0109  PID         -  LY0109
 LY0109  STATE/COUNTY-  NY/ULSTER
 LY0109  USGS QUAD   -  WEST SHOKAN (1969)
 LY0109
 LY0109                         *CURRENT SURVEY CONTROL
 LY0109  ___________________________________________________________________
 LY0109* NAD 83(1986)-  41 53 13.     (N)    074 17 39.     (W)     SCALED    
 LY0109* NAVD 88     -       260.471  (meters)     854.56   (feet)  ADJUSTED  
 LY0109  ___________________________________________________________________
 LY0109  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LY0109  DYNAMIC HT  -         260.370 (meters)     854.23  (feet)  COMP
 LY0109  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 LY0109
 LY0109  VERT ORDER  -  SECOND    CLASS 0
 LY0109
 LY0109.The horizontal coordinates were scaled from a topographic map and have
 LY0109.an estimated accuracy of +/- 6 seconds.
 LY0109
 LY0109.The orthometric height was determined by differential leveling
 LY0109.and adjusted by the National Geodetic Survey in June 1991..
 LY0109
 LY0109.The geoid height was determined by GEOID03.
 LY0109
 LY0109.The dynamic height is computed by dividing the NAVD 88
 LY0109.geopotential number by the normal gravity value computed on the
 LY0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0109.degrees latitude (g = 980.6199 gals.).
 LY0109
 LY0109.The modeled gravity was interpolated from observed gravity values.
 LY0109
 LY0109;                    North         East    Units  Estimated Accuracy
 LY0109;SPC NY E     -   339,060.      167,080.      MT  (+/- 180 meters Scaled)
 LY0109
 LY0109                          SUPERSEDED SURVEY CONTROL
 LY0109
 LY0109  NGVD 29 (??/??/92)  260.680  (m)          855.25   (f) ADJ UNCH    2 0
 LY0109
 LY0109.Superseded values are not recommended for survey control.
 LY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0109.See file dsdata.txt to determine how the superseded data were derived.
 LY0109
 LY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM585374(NAD 83)
 LY0109_MARKER: DB = BENCH MARK DISK
 LY0109_SETTING: 80 = SET IN A BOULDER
 LY0109_SP_SET: BOULDER
 LY0109_STAMPING: ALBANY 855 1903
 LY0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0109+STABILITY: SURFACE MOTION
 LY0109
 LY0109  HISTORY     - Date     Condition        Report By
 LY0109  HISTORY     - 1903     MONUMENTED       USGS
 LY0109  HISTORY     - 1942     GOOD             NGS
 LY0109  HISTORY     - 1987     GOOD             USPSQD
 LY0109  HISTORY     - 19960420 POOR             USPSQD
 LY0109
 LY0109                          STATION DESCRIPTION
 LY0109
 LY0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0109'AT SAMSONVILLE.
 LY0109'AT SAMSONVILLE, ULSTER COUNTY, ON A MACADAM ROAD, 47.2 FEET WEST
 LY0109'OF THE SOUTH CORNER OF THE METHODIST CHURCH, 66 FEET EAST OF THE
 LY0109'EAST CORNER OF A 2-STORY UNPAINTED HOUSE, 111.3 FEET SOUTHEAST
 LY0109'OF THE CENTERLINE OF THE ROAD, IN A BOULDER, AND 2 FEET LOWER
 LY0109'THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LY0109'STAMPED ALBANY 855 1903.
 LY0109
 LY0109                          STATION RECOVERY (1987)
 LY0109
 LY0109'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 LY0109'RECOVERED IN GOOD CONDITION.
 LY0109
 LY0109                          STATION RECOVERY (1996)
 LY0109
 LY0109'RECOVERY NOTE BY US POWER SQUADRON 1996
 LY0109'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1476 ***********************************************************************
 NA1476  DESIGNATION -  860 USGS
 NA1476  PID         -  NA1476
 NA1476  STATE/COUNTY-  NY/BROOME
 NA1476  USGS QUAD   -  BINGHAMTON EAST (1976)
 NA1476
 NA1476                         *CURRENT SURVEY CONTROL
 NA1476  ___________________________________________________________________
 NA1476* NAD 83(1986)-  42 04 22.     (N)    075 48 27.     (W)     SCALED    
 NA1476* NAVD 88     -       262.136  (meters)     860.02   (feet)  ADJUSTED  
 NA1476  ___________________________________________________________________
 NA1476  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 NA1476  DYNAMIC HT  -         262.037 (meters)     859.70  (feet)  COMP
 NA1476  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 NA1476
 NA1476  VERT ORDER  -  SECOND    CLASS 0
 NA1476
 NA1476.The horizontal coordinates were scaled from a topographic map and have
 NA1476.an estimated accuracy of +/- 6 seconds.
 NA1476
 NA1476.The orthometric height was determined by differential leveling
 NA1476.and adjusted by the National Geodetic Survey in June 1991..
 NA1476
 NA1476.The geoid height was determined by GEOID03.
 NA1476
 NA1476.The dynamic height is computed by dividing the NAVD 88
 NA1476.geopotential number by the normal gravity value computed on the
 NA1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1476.degrees latitude (g = 980.6199 gals.).
 NA1476
 NA1476.The modeled gravity was interpolated from observed gravity values.
 NA1476
 NA1476;                    North         East    Units  Estimated Accuracy
 NA1476;SPC NY E     -   360,510.       41,810.      MT  (+/- 180 meters Scaled)
 NA1476
 NA1476                          SUPERSEDED SURVEY CONTROL
 NA1476
 NA1476.No superseded survey control is available for this station.
 NA1476
 NA1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM332581(NAD 83)
 NA1476_MARKER: DD = SURVEY DISK
 NA1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1476_SP_SET: CULVERT
 NA1476_STAMPING: 860 ALBANY 1900
 NA1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1476
 NA1476  HISTORY     - Date     Condition        Report By
 NA1476  HISTORY     - 1900     MONUMENTED       USGS
 NA1476  HISTORY     - 1942     GOOD             NGS
 NA1476  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1476
 NA1476                          STATION DESCRIPTION
 NA1476
 NA1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1476'AT LANGDON.
 NA1476'IS NEAR LANGDON, BROOME COUNTY, N.Y., 1000 FEET NORTH OF THE STATION,
 NA1476'ON A CREEK CULVERT, AT THE TOP OF THE SOUTH ABUTMENT ON THE WEST
 NA1476'SIDE.  LANGDON, 1,000 FEET NORTH OF STATION, TOP OF SOUTH ABUTMENT
 NA1476'WEST SIDE OF CREEK CULVERT.  BRONZE TABLET STAMPED 860 ALBANY 1900.
 NA1476
 NA1476                          STATION RECOVERY (1982)
 NA1476
 NA1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1476'NOT RECOVERED, A CONCRETE PARAPET HAS BEEN ADDED TO THE CULVERT, BM
 NA1476'BELIEVED TO BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0592 ***********************************************************************
 LY0592  DESIGNATION -  861 A
 LY0592  PID         -  LY0592
 LY0592  STATE/COUNTY-  NY/ORANGE
 LY0592  USGS QUAD   -  OTISVILLE (1976)
 LY0592
 LY0592                         *CURRENT SURVEY CONTROL
 LY0592  ___________________________________________________________________
 LY0592* NAD 83(1986)-  41 28 28.     (N)    074 32 38.     (W)     SCALED    
 LY0592* NAVD 88     -       262.553  (meters)     861.39   (feet)  ADJUSTED  
 LY0592  ___________________________________________________________________
 LY0592  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY0592  DYNAMIC HT  -         262.446 (meters)     861.04  (feet)  COMP
 LY0592  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 LY0592
 LY0592  VERT ORDER  -  SECOND    CLASS 0
 LY0592
 LY0592.The horizontal coordinates were scaled from a topographic map and have
 LY0592.an estimated accuracy of +/- 6 seconds.
 LY0592
 LY0592.The orthometric height was determined by differential leveling
 LY0592.and adjusted by the National Geodetic Survey in June 1991..
 LY0592
 LY0592.The geoid height was determined by GEOID03.
 LY0592
 LY0592.The dynamic height is computed by dividing the NAVD 88
 LY0592.geopotential number by the normal gravity value computed on the
 LY0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0592.degrees latitude (g = 980.6199 gals.).
 LY0592
 LY0592.The modeled gravity was interpolated from observed gravity values.
 LY0592
 LY0592;                    North         East    Units  Estimated Accuracy
 LY0592;SPC NY E     -   293,230.      146,330.      MT  (+/- 180 meters Scaled)
 LY0592
 LY0592                          SUPERSEDED SURVEY CONTROL
 LY0592
 LY0592  NGVD 29 (??/??/92)  262.712  (m)          861.91   (f) ADJ UNCH    2 0
 LY0592
 LY0592.Superseded values are not recommended for survey control.
 LY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0592.See file dsdata.txt to determine how the superseded data were derived.
 LY0592
 LY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL380915(NAD 83)
 LY0592_MARKER: DB = BENCH MARK DISK
 LY0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0592_SP_SET: BRIDGE
 LY0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0592
 LY0592  HISTORY     - Date     Condition        Report By
 LY0592  HISTORY     - UNK      MONUMENTED       USGS
 LY0592  HISTORY     - 1941     MARK NOT FOUND   NGS
 LY0592
 LY0592                          STATION DESCRIPTION
 LY0592
 LY0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0592'AT OTISVILLE.
 LY0592'AT OTISIVLLE, ORANGE COUNTY, ABOUT 500 FEET WEST OF THE ERIE
 LY0592'RAILROAD STATION, IN THE TOP OF AN ABANDONED BRIDGE SEAT,
 LY0592'6 FEET NORTH OF THE CENTER LINE OF THE WEST TRACK, AND ABOUT
 LY0592'3 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 LY0592'SURVEY STANDARD DISK.  NOTE-- IT WAS REPORTED IN MARCH 1935
 LY0592'THAT THIS BENCH MARK WAS COVERED BY A 2-FOOT CINDER FILL.  IT
 LY0592'WAS NOT RECOVERED IN 1941.  ITS ELEVATION IS DERIVED FROM THE
 LY0592'CHECK LEVELING OF 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1466 ***********************************************************************
 OE1466  DESIGNATION -  863 A=864.529
 OE1466  PID         -  OE1466
 OE1466  STATE/COUNTY-  NY/LEWIS
 OE1466  USGS QUAD   -  LOWVILLE (1980)
 OE1466
 OE1466                         *CURRENT SURVEY CONTROL
 OE1466  ___________________________________________________________________
 OE1466* NAD 83(1986)-  43 47 03.     (N)    075 29 11.     (W)     SCALED    
 OE1466* NAVD 88     -       263.409  (meters)     864.20   (feet)  ADJUSTED  
 OE1466  ___________________________________________________________________
 OE1466  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 OE1466  DYNAMIC HT  -         263.352 (meters)     864.01  (feet)  COMP
 OE1466  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 OE1466
 OE1466  VERT ORDER  -  FIRST     CLASS II
 OE1466
 OE1466.The horizontal coordinates were scaled from a topographic map and have
 OE1466.an estimated accuracy of +/- 6 seconds.
 OE1466
 OE1466.The orthometric height was determined by differential leveling
 OE1466.and adjusted by the National Geodetic Survey in June 1991..
 OE1466
 OE1466.The geoid height was determined by GEOID03.
 OE1466
 OE1466.The dynamic height is computed by dividing the NAVD 88
 OE1466.geopotential number by the normal gravity value computed on the
 OE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1466.degrees latitude (g = 980.6199 gals.).
 OE1466
 OE1466.The modeled gravity was interpolated from observed gravity values.
 OE1466
 OE1466;                    North         East    Units  Estimated Accuracy
 OE1466;SPC NY C     -   420,870.      338,300.      MT  (+/- 180 meters Scaled)
 OE1466
 OE1466                          SUPERSEDED SURVEY CONTROL
 OE1466
 OE1466  NGVD 29 (??/??/92)  263.496  (m)          864.49   (f) ADJ UNCH    1 2
 OE1466
 OE1466.Superseded values are not recommended for survey control.
 OE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1466.See file dsdata.txt to determine how the superseded data were derived.
 OE1466
 OE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP608480(NAD 83)
 OE1466_MARKER: DD = SURVEY DISK
 OE1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1466_SP_SET: BRIDGE
 OE1466_STAMPING: 864.529
 OE1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1466
 OE1466  HISTORY     - Date     Condition        Report By
 OE1466  HISTORY     - UNK      MONUMENTED       USGS
 OE1466  HISTORY     - 1942     GOOD             NGS
 OE1466  HISTORY     - 20050818 GOOD             NYDT
 OE1466
 OE1466                          STATION DESCRIPTION
 OE1466
 OE1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1466'IN LOWVILLE.
 OE1466'BENCH MARK IS ABOUT 1350.0 FEET SOUTH OF NEW YORK CENTRAL RAILROAD
 OE1466'STATION AT LOWVILLE.  IT IS SET HORIZONTALLY IN THE WEST SIDE OF NORTH
 OE1466'ABUTMENT OF RAILROAD BRIDGE NO. 756. A U.S.G.S. DISK SET IN A DRILL
 OE1466'HOLE.
 OE1466
 OE1466                          STATION RECOVERY (2005)
 OE1466
 OE1466'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE1466'CENTER OF DISK IS SOLID BUT PERIMETER HAS BEEN PARTIALLY DESTROYED.
 OE1466'WALK GRATE HAS BEEN INSTALLED OVER POINT MAKING LEVELING DIFFICULT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0038 ***********************************************************************
 NB0038  DESIGNATION -  867
 NB0038  PID         -  NB0038
 NB0038  STATE/COUNTY-  NY/ONONDAGA
 NB0038  USGS QUAD   -  SKANEATELES (1976)
 NB0038
 NB0038                         *CURRENT SURVEY CONTROL
 NB0038  ___________________________________________________________________
 NB0038* NAD 83(1986)-  42 56 42.     (N)    076 25 53.     (W)     SCALED    
 NB0038* NAVD 88     -       264.535  (meters)     867.90   (feet)  ADJUSTED  
 NB0038  ___________________________________________________________________
 NB0038  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NB0038  DYNAMIC HT  -         264.460 (meters)     867.65  (feet)  COMP
 NB0038  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 NB0038
 NB0038  VERT ORDER  -  SECOND    CLASS 0
 NB0038
 NB0038.The horizontal coordinates were scaled from a topographic map and have
 NB0038.an estimated accuracy of +/- 6 seconds.
 NB0038
 NB0038.The orthometric height was determined by differential leveling
 NB0038.and adjusted by the National Geodetic Survey in June 1991..
 NB0038
 NB0038.The geoid height was determined by GEOID03.
 NB0038
 NB0038.The dynamic height is computed by dividing the NAVD 88
 NB0038.geopotential number by the normal gravity value computed on the
 NB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0038.degrees latitude (g = 980.6199 gals.).
 NB0038
 NB0038.The modeled gravity was interpolated from observed gravity values.
 NB0038
 NB0038;                    North         East    Units  Estimated Accuracy
 NB0038;SPC NY C     -   327,070.      262,400.      MT  (+/- 180 meters Scaled)
 NB0038
 NB0038                          SUPERSEDED SURVEY CONTROL
 NB0038
 NB0038  NGVD 29 (??/??/92)  264.687  (m)          868.39   (f) ADJ UNCH    2 0
 NB0038
 NB0038.Superseded values are not recommended for survey control.
 NB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0038.See file dsdata.txt to determine how the superseded data were derived.
 NB0038
 NB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN832557(NAD 83)
 NB0038_MARKER: B = BOLT
 NB0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0038_SP_SET: STEP
 NB0038_STAMPING: USGS BM 867 FT
 NB0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NB0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0038
 NB0038  HISTORY     - Date     Condition        Report By
 NB0038  HISTORY     - UNK      MONUMENTED       USGS
 NB0038  HISTORY     - 1942     GOOD             NGS
 NB0038  HISTORY     - 19870801 GOOD             USPSQD
 NB0038  HISTORY     - 1990     GOOD             USPSQD
 NB0038  HISTORY     - 19981019 GOOD             FA
 NB0038
 NB0038                          STATION DESCRIPTION
 NB0038
 NB0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0038'AT SKANEATELES.
 NB0038'BENCH MARK IS AT THE STATE DAM, ABOUT 205.0 FEET NORTH OF THE
 NB0038'CENTERLINE OF U.S.HIGHWAY NO. 20, AND ABOUT 90.0 FEET EAST OF THE
 NB0038'NORTHEAST CORNER OF THE DODGE-PLYMOUTH GARAGE. IT IS SET VERTICALLY
 NB0038'IN THE FIRST STEP OF THE WEST END OF DAM, 5.0 FEET NORTH OF THE
 NB0038'CENTER OF A BOARD WALK. A COPPER BOLT, STAMPED U.S.G.S. BM 867 FT.
 NB0038
 NB0038                          STATION RECOVERY (1987)
 NB0038
 NB0038'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 NB0038'RECOVERED IN GOOD CONDITION.
 NB0038
 NB0038                          STATION RECOVERY (1990)
 NB0038
 NB0038'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0038'RECOVERED IN GOOD CONDITION.
 NB0038
 NB0038                          STATION RECOVERY (1998)
 NB0038
 NB0038'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (BW)
 NB0038'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1433 ***********************************************************************
 NA1433  DESIGNATION -  867 USGS
 NA1433  PID         -  NA1433
 NA1433  STATE/COUNTY-  NY/BROOME
 NA1433  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA1433
 NA1433                         *CURRENT SURVEY CONTROL
 NA1433  ___________________________________________________________________
 NA1433* NAD 83(1986)-  42 05 51.     (N)    075 54 42.     (W)     SCALED    
 NA1433* NAVD 88     -       263.851  (meters)     865.65   (feet)  ADJUSTED  
 NA1433  ___________________________________________________________________
 NA1433  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NA1433  DYNAMIC HT  -         263.752 (meters)     865.33  (feet)  COMP
 NA1433  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 NA1433
 NA1433  VERT ORDER  -  FIRST     CLASS II
 NA1433
 NA1433.The horizontal coordinates were scaled from a topographic map and have
 NA1433.an estimated accuracy of +/- 6 seconds.
 NA1433
 NA1433.The orthometric height was determined by differential leveling
 NA1433.and adjusted by the National Geodetic Survey in June 1991..
 NA1433
 NA1433.The geoid height was determined by GEOID03.
 NA1433
 NA1433.The dynamic height is computed by dividing the NAVD 88
 NA1433.geopotential number by the normal gravity value computed on the
 NA1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1433.degrees latitude (g = 980.6199 gals.).
 NA1433
 NA1433.The modeled gravity was interpolated from observed gravity values.
 NA1433
 NA1433;                    North         East    Units  Estimated Accuracy
 NA1433;SPC NY E     -   363,390.       33,230.      MT  (+/- 180 meters Scaled)
 NA1433
 NA1433                          SUPERSEDED SURVEY CONTROL
 NA1433
 NA1433  NGVD 29 (??/??/92)  264.000  (m)          866.14   (f) ADJ UNCH    1 2
 NA1433
 NA1433.Superseded values are not recommended for survey control.
 NA1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1433.See file dsdata.txt to determine how the superseded data were derived.
 NA1433
 NA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM246610(NAD 83)
 NA1433_MARKER: DD = SURVEY DISK
 NA1433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1433_SP_SET: BUILDING
 NA1433_STAMPING: 867 ALBANY 1898
 NA1433_MARK LOGO: USGS  
 NA1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1433
 NA1433  HISTORY     - Date     Condition        Report By
 NA1433  HISTORY     - 1898     MONUMENTED       USGS
 NA1433  HISTORY     - 1941     GOOD             NGS
 NA1433  HISTORY     - 1982     GOOD             NGS
 NA1433
 NA1433                          STATION DESCRIPTION
 NA1433
 NA1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1433'AT BINGHAMTON.
 NA1433'AT BINGHAMTON, BROOME COUNTY, ON COLLIER STREET, IN THE WEST FACE OF
 NA1433'THE COURTHOUSE, 1 FOOT NORTH OF THE NORTH EDGE OF THE BASEMENT
 NA1433'ENTRANCE, 65.4 FEET EAST OF THE EAST EDGE OF COLLIER STREET, 25 FEET
 NA1433'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 4.1 FEET ABOVE THE
 NA1433'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NA1433'867 ALBANY 1898 AND SET VERTICALLY.
 NA1433
 NA1433                          STATION RECOVERY (1982)
 NA1433
 NA1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0251 ***********************************************************************
 NC0251  DESIGNATION -  86.86
 NC0251  PID         -  NC0251
 NC0251  STATE/COUNTY-  NY/CATTARAUGUS
 NC0251  USGS QUAD   -  WEST VALLEY (1964)
 NC0251
 NC0251                         *CURRENT SURVEY CONTROL
 NC0251  ___________________________________________________________________
 NC0251* NAD 83(1986)-  42 23 28.     (N)    078 31 59.     (W)     SCALED    
 NC0251* NAVD 88     -       520.32   (+/-2cm)    1707.1    (feet)  VERTCON   
 NC0251  ___________________________________________________________________
 NC0251  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NC0251
 NC0251  VERT ORDER  -  THIRD (See Below)
 NC0251
 NC0251.The horizontal coordinates were scaled from a topographic map and have
 NC0251.an estimated accuracy of +/- 6 seconds.
 NC0251
 NC0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0251.The vertical order pertains to the NGVD 29 superseded value.
 NC0251
 NC0251.The geoid height was determined by GEOID03.
 NC0251
 NC0251;                    North         East    Units  Estimated Accuracy
 NC0251;SPC NY W     -   265,540.      354,140.      MT  (+/- 180 meters Scaled)
 NC0251
 NC0251                          SUPERSEDED SURVEY CONTROL
 NC0251
 NC0251  NGVD 29 (??/??/??)  520.47   (m)         1707.6    (f) RESET       3  
 NC0251
 NC0251.Superseded values are not recommended for survey control.
 NC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0251.See file dsdata.txt to determine how the superseded data were derived.
 NC0251
 NC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG030961(NAD 83)
 NC0251_MARKER: DD = SURVEY DISK
 NC0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0251+STABILITY: SURFACE MOTION
 NC0251
 NC0251  HISTORY     - Date     Condition        Report By
 NC0251  HISTORY     - UNK      MONUMENTED       BORR
 NC0251  HISTORY     - 1920     GOOD             NGS
 NC0251  HISTORY     - 1961     GOOD             USGS
 NC0251
 NC0251                          STATION DESCRIPTION
 NC0251
 NC0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NC0251'3.1 MI SW FROM MACHIAS JUNCTION.
 NC0251'ON BENCH MARK POST 39.0, TO RIGHT OF CENTERLINE OF TRACK.
 NC0251
 NC0251                          STATION RECOVERY (1961)
 NC0251
 NC0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NC0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1328 ***********************************************************************
 NB1328  DESIGNATION -  869R
 NB1328  PID         -  NB1328
 NB1328  STATE/COUNTY-  NY/GENESEE
 NB1328  USGS QUAD   -  LE ROY (1976)
 NB1328
 NB1328                         *CURRENT SURVEY CONTROL
 NB1328  ___________________________________________________________________
 NB1328* NAD 83(1986)-  42 58 59.     (N)    077 59 17.     (W)     SCALED    
 NB1328* NAVD 88     -       264.587  (meters)     868.07   (feet)  ADJUSTED  
 NB1328  ___________________________________________________________________
 NB1328  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 NB1328  DYNAMIC HT  -         264.519 (meters)     867.84  (feet)  COMP
 NB1328  MODELED GRAV-     980,356.1   (mgal)                       NAVD 88
 NB1328
 NB1328  VERT ORDER  -  SECOND    CLASS 0
 NB1328
 NB1328.The horizontal coordinates were scaled from a topographic map and have
 NB1328.an estimated accuracy of +/- 6 seconds.
 NB1328
 NB1328.The orthometric height was determined by differential leveling
 NB1328.and adjusted by the National Geodetic Survey in June 1991..
 NB1328
 NB1328.The geoid height was determined by GEOID03.
 NB1328
 NB1328.The dynamic height is computed by dividing the NAVD 88
 NB1328.geopotential number by the normal gravity value computed on the
 NB1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1328.degrees latitude (g = 980.6199 gals.).
 NB1328
 NB1328.The modeled gravity was interpolated from observed gravity values.
 NB1328
 NB1328;                    North         East    Units  Estimated Accuracy
 NB1328;SPC NY W     -   331,460.      398,550.      MT  (+/- 180 meters Scaled)
 NB1328
 NB1328                          SUPERSEDED SURVEY CONTROL
 NB1328
 NB1328  NGVD 29 (??/??/??)  264.80   (m)          868.8    (f) RESET       3  
 NB1328
 NB1328.Superseded values are not recommended for survey control.
 NB1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1328.See file dsdata.txt to determine how the superseded data were derived.
 NB1328
 NB1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN563632(NAD 83)
 NB1328_MARKER: DD = SURVEY DISK
 NB1328_SETTING: 0 = UNSPECIFIED SETTING
 NB1328_STAMPING: 869 R
 NB1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1328
 NB1328  HISTORY     - Date     Condition        Report By
 NB1328  HISTORY     - UNK      MONUMENTED       USGS
 NB1328  HISTORY     - 1935     POOR             NGS
 NB1328  HISTORY     - 1950     GOOD             USGS
 NB1328
 NB1328                          STATION DESCRIPTION
 NB1328
 NB1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1328'AT LEROY.
 NB1328'LEROY CHURCH CROSSING OF ERIE R.R. AT SOUTHWEST CORNER OF, AT
 NB1328'NORTHEAST CORNER OF MALT HOUSE LETTERED D IN EASTERLY FACE.
 NB1328
 NB1328                          STATION RECOVERY (1950)
 NB1328
 NB1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NB1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0617 ***********************************************************************
 KU0617  DESIGNATION -  87
 KU0617  PID         -  KU0617
 KU0617  STATE/COUNTY-  NY/SUFFOLK
 KU0617  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU0617
 KU0617                         *CURRENT SURVEY CONTROL
 KU0617  ___________________________________________________________________
 KU0617* NAD 83(1986)-  40 46 45.     (N)    073 14 44.     (W)     SCALED    
 KU0617* NAVD 88     -        26.393  (meters)      86.59   (feet)  ADJUSTED  
 KU0617  ___________________________________________________________________
 KU0617  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU0617  DYNAMIC HT  -          26.383 (meters)      86.56  (feet)  COMP
 KU0617  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 KU0617
 KU0617  VERT ORDER  -  SECOND    CLASS 0
 KU0617
 KU0617.The horizontal coordinates were scaled from a topographic map and have
 KU0617.an estimated accuracy of +/- 6 seconds.
 KU0617
 KU0617.The orthometric height was determined by differential leveling
 KU0617.and adjusted by the National Geodetic Survey in June 1991..
 KU0617
 KU0617.The geoid height was determined by GEOID03.
 KU0617
 KU0617.The dynamic height is computed by dividing the NAVD 88
 KU0617.geopotential number by the normal gravity value computed on the
 KU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0617.degrees latitude (g = 980.6199 gals.).
 KU0617
 KU0617.The modeled gravity was interpolated from observed gravity values.
 KU0617
 KU0617;                    North         East    Units  Estimated Accuracy
 KU0617;SPC NY L     -    68,290.      363,690.      MT  (+/- 180 meters Scaled)
 KU0617
 KU0617                          SUPERSEDED SURVEY CONTROL
 KU0617
 KU0617  NGVD 29 (??/??/92)   26.73   (m)           87.7    (f) COMPUTED    2 0
 KU0617
 KU0617.Superseded values are not recommended for survey control.
 KU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0617.See file dsdata.txt to determine how the superseded data were derived.
 KU0617
 KU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL480157(NAD 83)
 KU0617_MARKER: DD = SURVEY DISK
 KU0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0617_SP_SET: FOUNDATION WALL
 KU0617_STAMPING: 87 WILLETS PT 1901
 KU0617_MARK LOGO: NYDT  
 KU0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0617+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 KU0617
 KU0617  HISTORY     - Date     Condition        Report By
 KU0617  HISTORY     - 1901     MONUMENTED       USGS
 KU0617  HISTORY     - 1950     GOOD             NGS
 KU0617  HISTORY     - 19951024 GOOD             NYDT
 KU0617  HISTORY     - 20020129 GOOD             LOCSUR
 KU0617  HISTORY     - 20041228 GOOD             INDIV
 KU0617  HISTORY     - 20060628 MARK NOT FOUND   NYDT
 KU0617
 KU0617                          STATION DESCRIPTION
 KU0617
 KU0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0617'AT BRENTWOOD.
 KU0617'270 FEET (PACED) SOUTHEAST OF THE LONG ISLAND RAILROAD STATION
 KU0617'AT BRENTWOOD TO THE BRENTWOOD PRESBYTERIAN CHURCH, SET VERTICALLY
 KU0617'IN THE SOUTH END OF THE EAST FOUNDATION WALL, 49.6 FEET WEST
 KU0617'OF THE CENTER LINE OF BRENTWOOD AVENUE, 3.9 FEET NORTH OF THE
 KU0617'NORTH EDGE OF THE CONCRETE SIDEWALK LEADING TO THE MAIN ENTRANCE
 KU0617'TO THE CHURCH, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE GROUND.
 KU0617
 KU0617                          STATION RECOVERY (1995)
 KU0617
 KU0617'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (SDE)
 KU0617'THE LIRR STATION MENTIONED IN THE 1950 DESCRIPTION IS NOW THE OLD LIRR
 KU0617'STATION.  -A NEW STATION WAS BUILT A FEW BLOCKS EAST-, ALSO THE
 KU0617'BRENTWOOD PRESBYTERIAN CHURCH IS NOW A MASONIC TEMPLE.
 KU0617
 KU0617                          STATION RECOVERY (2002)
 KU0617
 KU0617'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0617'MASONIC TEMPLE IS AT 1900 BRENTWOOD ROAD, BRENTWOOD.  OLD TRAIN
 KU0617'STATION IS STILL STANDING AND BOARDED UP.
 KU0617
 KU0617                          STATION RECOVERY (2004)
 KU0617
 KU0617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CPA)
 KU0617'RECOVERED AS DESCRIBED
 KU0617
 KU0617                          STATION RECOVERY (2006)
 KU0617
 KU0617'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0767 ***********************************************************************
 PG0767  DESIGNATION -  87 DHRR
 PG0767  PID         -  PG0767
 PG0767  STATE/COUNTY-  NY/ESSEX
 PG0767  USGS QUAD   -  
 PG0767
 PG0767                         *CURRENT SURVEY CONTROL
 PG0767  ___________________________________________________________________
 PG0767* NAD 83(1986)-  44 29 23.     (N)    073 24 55.     (W)     SCALED    
 PG0767* NAVD 88     -        57.628  (meters)     189.07   (feet)  ADJUSTED  
 PG0767  ___________________________________________________________________
 PG0767  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 PG0767  DYNAMIC HT  -          57.623 (meters)     189.05  (feet)  COMP
 PG0767  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 PG0767
 PG0767  VERT ORDER  -  FIRST     CLASS I
 PG0767
 PG0767.The horizontal coordinates were scaled from a topographic map and have
 PG0767.an estimated accuracy of +/- 6 seconds.
 PG0767
 PG0767.The orthometric height was determined by differential leveling
 PG0767.and adjusted by the National Geodetic Survey in June 1991..
 PG0767.WARNING-Repeat measurements at this control monument indicate possible
 PG0767.vertical movement.
 PG0767
 PG0767.The geoid height was determined by GEOID03.
 PG0767
 PG0767.The dynamic height is computed by dividing the NAVD 88
 PG0767.geopotential number by the normal gravity value computed on the
 PG0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0767.degrees latitude (g = 980.6199 gals.).
 PG0767
 PG0767.The modeled gravity was interpolated from observed gravity values.
 PG0767
 PG0767;                    North         East    Units  Estimated Accuracy
 PG0767;SPC NY E     -   628,750.      236,270.      MT  (+/- 180 meters Scaled)
 PG0767
 PG0767                          SUPERSEDED SURVEY CONTROL
 PG0767
 PG0767  NGVD 29 (??/??/??)   57.780  (m)          189.57   (f) ADJUSTED    1 1
 PG0767
 PG0767.Superseded values are not recommended for survey control.
 PG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0767.See file dsdata.txt to determine how the superseded data were derived.
 PG0767
 PG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ260274(NAD 83)
 PG0767_MARKER: B = BOLT
 PG0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0767_SP_SET: SEMAPHORE
 PG0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0767
 PG0767  HISTORY     - Date     Condition        Report By
 PG0767  HISTORY     - UNK      MONUMENTED       DHRR
 PG0767  HISTORY     - 1973     GOOD             NGS
 PG0767  HISTORY     - 20030625 MARK NOT FOUND   NYDT
 PG0767
 PG0767                          STATION DESCRIPTION
 PG0767
 PG0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0767'0.6 MI N FROM PORT DOUGLAS.
 PG0767'ABOUT 0.6 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM A
 PG0767'CONCRETE OVERPASS OF A PAVED ROAD AT PORT DOUGLAS, 6 TELEPHONE POLES
 PG0767'SOUTHWEST OF MILEPOST A 151 -RP 40, THE TOP OF THE NORTH ANCHOR BOLT
 PG0767'ON TOP OF NORTH CORNER OF CONCRETE BASE OF SEMAPHORE 150.1, 9 FEET
 PG0767'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 1 FOOT ABOVE THE BALLAST.
 PG0767
 PG0767                          STATION RECOVERY (2003)
 PG0767
 PG0767'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0925 ***********************************************************************
 NB0925  DESIGNATION -  870
 NB0925  PID         -  NB0925
 NB0925  STATE/COUNTY-  NY/YATES
 NB0925  USGS QUAD   -  RUSHVILLE (1978)
 NB0925
 NB0925                         *CURRENT SURVEY CONTROL
 NB0925  ___________________________________________________________________
 NB0925* NAD 83(1986)-  42 45 41.     (N)    077 13 39.     (W)     SCALED    
 NB0925* NAVD 88     -       265.315  (meters)     870.45   (feet)  ADJUSTED  
 NB0925  ___________________________________________________________________
 NB0925  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NB0925  DYNAMIC HT  -         265.234 (meters)     870.19  (feet)  COMP
 NB0925  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NB0925
 NB0925  VERT ORDER  -  SECOND    CLASS 0
 NB0925
 NB0925.The horizontal coordinates were scaled from a topographic map and have
 NB0925.an estimated accuracy of +/- 6 seconds.
 NB0925
 NB0925.The orthometric height was determined by differential leveling
 NB0925.and adjusted by the National Geodetic Survey in June 1991..
 NB0925
 NB0925.The geoid height was determined by GEOID03.
 NB0925
 NB0925.The dynamic height is computed by dividing the NAVD 88
 NB0925.geopotential number by the normal gravity value computed on the
 NB0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0925.degrees latitude (g = 980.6199 gals.).
 NB0925
 NB0925.The modeled gravity was interpolated from observed gravity values.
 NB0925
 NB0925;                    North         East    Units  Estimated Accuracy
 NB0925;SPC NY C     -   306,870.      197,270.      MT  (+/- 180 meters Scaled)
 NB0925
 NB0925                          SUPERSEDED SURVEY CONTROL
 NB0925
 NB0925  NGVD 29 (??/??/92)  265.462  (m)          870.94   (f) ADJ UNCH    2 0
 NB0925
 NB0925.Superseded values are not recommended for survey control.
 NB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0925.See file dsdata.txt to determine how the superseded data were derived.
 NB0925
 NB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN177367(NAD 83)
 NB0925_MARKER: DD = SURVEY DISK
 NB0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0925_SP_SET: BUILDING
 NB0925_STAMPING: 870 RESET 1899
 NB0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0925
 NB0925  HISTORY     - Date     Condition        Report By
 NB0925  HISTORY     - 1899     MONUMENTED       USGS
 NB0925  HISTORY     - 1942     GOOD             NGS
 NB0925  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0925  HISTORY     - 20060121 MARK NOT FOUND   GEOCAC
 NB0925
 NB0925                          STATION DESCRIPTION
 NB0925
 NB0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0925'AT RUSHVILLE.
 NB0925'BENCH MARK IS ABOUT 0.2 MILE EAST OF THE LEHIGH VALLEY RAILROAD
 NB0925'STATION, IN THE EAST FACE OF THE FIRST METHODIST CHURCH, AND 93.6
 NB0925'FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF MAIN STREET.
 NB0925'IT IS SET VERTICALLY 2.1 FEET SOUTH OF THE NORTHEAST CORNER AND
 NB0925'2.5 FEET ABOVE THE GROUND. A U.S.G.S. DISK SET IN A DRILL HOLE.
 NB0925
 NB0925                          STATION RECOVERY (1988)
 NB0925
 NB0925'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0925'MARK NOT FOUND.
 NB0925
 NB0925                          STATION RECOVERY (2006)
 NB0925
 NB0925'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0925'1957 DATE ON CORNERSTONE OF THE CHURCH SUGGESTS IT WAS REBUILT SINCE
 NB0925'THE 1942 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0552 ***********************************************************************
 NC0552  DESIGNATION -  871
 NC0552  PID         -  NC0552
 NC0552  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0552  USGS QUAD   -  FORESTVILLE (1979)
 NC0552
 NC0552                         *CURRENT SURVEY CONTROL
 NC0552  ___________________________________________________________________
 NC0552* NAD 83(1986)-  42 28 34.     (N)    079 10 21.     (W)     SCALED    
 NC0552* NAVD 88     -       265.424  (meters)     870.81   (feet)  ADJUSTED  
 NC0552  ___________________________________________________________________
 NC0552  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 NC0552  DYNAMIC HT  -         265.337 (meters)     870.53  (feet)  COMP
 NC0552  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NC0552
 NC0552  VERT ORDER  -  FIRST     CLASS II
 NC0552
 NC0552.The horizontal coordinates were scaled from a topographic map and have
 NC0552.an estimated accuracy of +/- 6 seconds.
 NC0552
 NC0552.The orthometric height was determined by differential leveling
 NC0552.and adjusted by the National Geodetic Survey in November 1993..
 NC0552
 NC0552.The geoid height was determined by GEOID03.
 NC0552
 NC0552.The dynamic height is computed by dividing the NAVD 88
 NC0552.geopotential number by the normal gravity value computed on the
 NC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0552.degrees latitude (g = 980.6199 gals.).
 NC0552
 NC0552.The modeled gravity was interpolated from observed gravity values.
 NC0552
 NC0552;                    North         East    Units  Estimated Accuracy
 NC0552;SPC NY W     -   275,140.      301,560.      MT  (+/- 180 meters Scaled)
 NC0552
 NC0552                          SUPERSEDED SURVEY CONTROL
 NC0552
 NC0552  NAVD 88 (06/15/91)  265.391  (m)          870.70   (f) UNKNOWN     1 2
 NC0552  NGVD 29 (??/??/92)  265.562  (m)          871.26   (f) ADJ UNCH    1 2
 NC0552
 NC0552.Superseded values are not recommended for survey control.
 NC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0552.See file dsdata.txt to determine how the superseded data were derived.
 NC0552
 NC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH502042(NAD 83)
 NC0552_MARKER: DD = SURVEY DISK
 NC0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0552_SP_SET: BRIDGE
 NC0552_STAMPING: 871 D
 NC0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0552
 NC0552  HISTORY     - Date     Condition        Report By
 NC0552  HISTORY     - UNK      MONUMENTED       USGS
 NC0552  HISTORY     - 1936     GOOD             NGS
 NC0552  HISTORY     - 19950821 GOOD             FA
 NC0552  HISTORY     - 19970413 GOOD             USPSQD
 NC0552
 NC0552                          STATION DESCRIPTION
 NC0552
 NC0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0552'IN FORESTVILLE.
 NC0552'FORESTVILLE, N. Y., 530 FEET WEST OF ENTRANCE IN WAITING ROOM OF ERIE
 NC0552'STATION.  IN BRIDGE SEAT AT NORTHEAST CORNER OF IRON BRIDGE OVER
 NC0552'HIGHWAY.  7 FEET NORTH OF CENTER OF TRACK.  BRONZE TABLET MARKED 871
 NC0552'D. FORESTVILLE, 530 FEET WEST OF ENTRANCE TO WAITING ROOM OF ERIE
 NC0552'STATION, AT NORTHEAST CORNER OF IRON BRIDGE OVER HIGHWAY, IN BRIDGE
 NC0552'SEAT, 7 FEET NORTH OF CENTER OF TRACK.  BRONZE TABLET STAMPED 871 D
 NC0552'POSSIBLY RESTAMPED 1348 D.  NOTE--BENCH MARK FOUND ON E ABUTMENT OF
 NC0552'BRIDGE NO. 451.32, 122 YDS. W OF THE W END OF THE STATION, 93 YDS. W
 NC0552'OF THE INTERSECTION OF CENTER LINE OF HIGHWAY NO. 428 AND THE
 NC0552'RAILROAD.
 NC0552
 NC0552                          STATION RECOVERY (1995)
 NC0552
 NC0552'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 NC0552'NOW STAMPED 871 D - TT 52 - 1898.  BRIDGE NO LONGER THERE - TRACKS NO
 NC0552'LONGER THERE.  BRIDGE SEAT STILL THERE.  WOULD HAVE BEEN BRIDGE OVER
 NC0552'MIXER ROAD JUST OFF OF CR 141.
 NC0552
 NC0552                          STATION RECOVERY (1997)
 NC0552
 NC0552'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0126 ***********************************************************************
 NC0126  DESIGNATION -  88
 NC0126  PID         -  NC0126
 NC0126  STATE/COUNTY-  NY/ALLEGANY
 NC0126  USGS QUAD   -  HOUGHTON (1978)
 NC0126
 NC0126                         *CURRENT SURVEY CONTROL
 NC0126  ___________________________________________________________________
 NC0126* NAD 83(1986)-  42 23 00.     (N)    078 09 18.     (W)     SCALED    
 NC0126* NAVD 88     -       375.889  (meters)    1233.23   (feet)  ADJUSTED  
 NC0126  ___________________________________________________________________
 NC0126  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NC0126  DYNAMIC HT  -         375.761 (meters)    1232.81  (feet)  COMP
 NC0126  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NC0126
 NC0126  VERT ORDER  -  SECOND    CLASS 0
 NC0126
 NC0126.The horizontal coordinates were scaled from a topographic map and have
 NC0126.an estimated accuracy of +/- 6 seconds.
 NC0126
 NC0126.The orthometric height was determined by differential leveling
 NC0126.and adjusted by the National Geodetic Survey in June 1991..
 NC0126
 NC0126.The geoid height was determined by GEOID03.
 NC0126
 NC0126.The dynamic height is computed by dividing the NAVD 88
 NC0126.geopotential number by the normal gravity value computed on the
 NC0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0126.degrees latitude (g = 980.6199 gals.).
 NC0126
 NC0126.The modeled gravity was interpolated from observed gravity values.
 NC0126
 NC0126;                    North         East    Units  Estimated Accuracy
 NC0126;SPC NY W     -   264,760.      385,270.      MT  (+/- 180 meters Scaled)
 NC0126
 NC0126                          SUPERSEDED SURVEY CONTROL
 NC0126
 NC0126  NGVD 29 (??/??/92)  376.056  (m)         1233.78   (f) ADJ UNCH    2 0
 NC0126
 NC0126.Superseded values are not recommended for survey control.
 NC0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0126.See file dsdata.txt to determine how the superseded data were derived.
 NC0126
 NC0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG342962(NAD 83)
 NC0126_MARKER: B = BOLT
 NC0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0126_SP_SET: BRIDGE
 NC0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0126
 NC0126  HISTORY     - Date     Condition        Report By
 NC0126  HISTORY     - UNK      MONUMENTED       PRR
 NC0126  HISTORY     - 1935     GOOD             NGS
 NC0126
 NC0126                          STATION DESCRIPTION
 NC0126
 NC0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0126'IN CANEADEA.
 NC0126'AT CANEADEA ON P.R.R. IN BRIDGE NO. 75/22 OVER CANEADEA CREEK IN NORTH
 NC0126'ABUTMENT, EAST END 11 FEET EAST OF CENTER LINE OF TRACK 3 1/2 FEET
 NC0126'BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0780 ***********************************************************************
 PH0780  DESIGNATION -  88 A
 PH0780  PID         -  PH0780
 PH0780  STATE/COUNTY-  NY/ST LAWRENCE
 PH0780  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0780
 PH0780                         *CURRENT SURVEY CONTROL
 PH0780  ___________________________________________________________________
 PH0780* NAD 83(1986)-  44 44 54.     (N)    075 24 34.     (W)     SCALED    
 PH0780* NAVD 88     -        75.96   (+/-2cm)     249.2    (feet)  VERTCON   
 PH0780  ___________________________________________________________________
 PH0780  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 PH0780
 PH0780  VERT ORDER  -  ? (See Below)
 PH0780
 PH0780.The horizontal coordinates were scaled from a topographic map and have
 PH0780.an estimated accuracy of +/- 6 seconds.
 PH0780
 PH0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0780.The vertical order pertains to the NGVD 29 superseded value.
 PH0780
 PH0780.The geoid height was determined by GEOID03.
 PH0780
 PH0780;                    North         East    Units  Estimated Accuracy
 PH0780;SPC NY E     -   657,310.       77,990.      MT  (+/- 180 meters Scaled)
 PH0780
 PH0780                          SUPERSEDED SURVEY CONTROL
 PH0780
 PH0780  NGVD 29 (??/??/92)   76.092  (m)          249.65   (f) ADJ UNCH    ?  
 PH0780
 PH0780.Superseded values are not recommended for survey control.
 PH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0780.See file dsdata.txt to determine how the superseded data were derived.
 PH0780
 PH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ675550(NAD 83)
 PH0780_MARKER: O = CHISELED CIRCLE
 PH0780_SETTING: 80 = SET IN A BOULDER
 PH0780_SP_SET: BOULDER
 PH0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0780+STABILITY: SURFACE MOTION
 PH0780
 PH0780  HISTORY     - Date     Condition        Report By
 PH0780  HISTORY     - UNK      MONUMENTED       USLS
 PH0780  HISTORY     - 1943     GOOD             NGS
 PH0780  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0780
 PH0780                          STATION DESCRIPTION
 PH0780
 PH0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0780'5 MI NE FROM OGDENSBURG.
 PH0780'ABOUT 5 MILES NORTHEAST OF OGDENSBURG, ST. LAWRENCE COUNTY, AT THE
 PH0780'FOOT OF THE BANK OF THE ST. LAWRENCE RIVER, 30 FEET FROM THE WATERS
 PH0780'EDGE, 11 FEET WEST OF THE SOUTHWEST CORNER OF THE SIMON SARGENT
 PH0780'COTTAGE, 31 FEET EAST OF THE SOUTHEAST CORNER OF THE KERMIT TURNER
 PH0780'COTTAGE, AND ON THE TOP OF A 3- BY 3-FOOT BOULDER.  A CHISELED CROSS
 PH0780'INSIDE A CHISELED CIRCLE JUST SOUTH OF THE CHISELED FIGURES 88A.
 PH0780
 PH0780                          STATION RECOVERY (1989)
 PH0780
 PH0780'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0996 ***********************************************************************
 OD0996  DESIGNATION -  883 USGS
 OD0996  PID         -  OD0996
 OD0996  STATE/COUNTY-  NY/WARREN
 OD0996  USGS QUAD   -  NORTH CREEK (1968)
 OD0996
 OD0996                         *CURRENT SURVEY CONTROL
 OD0996  ___________________________________________________________________
 OD0996* NAD 83(1986)-  43 39 44.     (N)    073 53 56.     (W)     SCALED    
 OD0996* NAVD 88     -       268.810  (meters)     881.92   (feet)  ADJUSTED  
 OD0996  ___________________________________________________________________
 OD0996  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 OD0996  DYNAMIC HT  -         268.757 (meters)     881.75  (feet)  COMP
 OD0996  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 OD0996
 OD0996  VERT ORDER  -  SECOND    CLASS 0
 OD0996
 OD0996.The horizontal coordinates were scaled from a topographic map and have
 OD0996.an estimated accuracy of +/- 6 seconds.
 OD0996
 OD0996.The orthometric height was determined by differential leveling
 OD0996.and adjusted by the National Geodetic Survey in June 1991..
 OD0996
 OD0996.The geoid height was determined by GEOID03.
 OD0996
 OD0996.The dynamic height is computed by dividing the NAVD 88
 OD0996.geopotential number by the normal gravity value computed on the
 OD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0996.degrees latitude (g = 980.6199 gals.).
 OD0996
 OD0996.The modeled gravity was interpolated from observed gravity values.
 OD0996
 OD0996;                    North         East    Units  Estimated Accuracy
 OD0996;SPC NY E     -   536,410.      198,480.      MT  (+/- 180 meters Scaled)
 OD0996
 OD0996                          SUPERSEDED SURVEY CONTROL
 OD0996
 OD0996  NGVD 29 (??/??/92)  268.92   (m)          882.3    (f) COMPUTED    2 0
 OD0996
 OD0996.Superseded values are not recommended for survey control.
 OD0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0996.See file dsdata.txt to determine how the superseded data were derived.
 OD0996
 OD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP887349(NAD 83)
 OD0996_MARKER: DD = SURVEY DISK
 OD0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0996_SP_SET: CULVERT
 OD0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0996
 OD0996  HISTORY     - Date     Condition        Report By
 OD0996  HISTORY     - UNK      MONUMENTED       USGS
 OD0996  HISTORY     - 1942     GOOD             NGS
 OD0996  HISTORY     - 1945     GOOD             DHRR
 OD0996
 OD0996                          STATION DESCRIPTION
 OD0996
 OD0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0996'IN RIVERSIDE.
 OD0996'BENCH MARK IS ABOUT 325.0 FEET NORTH OF THE NORTH END OF THE DELAWARE
 OD0996'AND HUDSON RAILROAD STATION AT RIVERSIDE, AND ABOUT 90.0 FEET NORTH OF
 OD0996'THE CENTERLINE OF THE CROSSING OF STATE HIGHWAY NO. 8.  IT IS 7.5 FEET
 OD0996'WEST OF AND ABOUT 0.4 FOOT BELOW THE WEST RAIL OF TRACK, AND SET
 OD0996'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 OD0996'CULVERT.  A U.S.G.S. DISK SET IN A DRILL HOLE.
 OD0996
 OD0996                          STATION RECOVERY (1945)
 OD0996
 OD0996'RECOVERY NOTE BY DELAWARE AND HUDSON RAILROAD 1945
 OD0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0966 ***********************************************************************
 OD0966  DESIGNATION -  890
 OD0966  PID         -  OD0966
 OD0966  STATE/COUNTY-  NY/SARATOGA
 OD0966  USGS QUAD   -  MIDDLE GROVE (1967)
 OD0966
 OD0966                         *CURRENT SURVEY CONTROL
 OD0966  ___________________________________________________________________
 OD0966* NAD 83(1986)-  43 04 18.     (N)    073 59 12.     (W)     SCALED    
 OD0966* NAVD 88     -       270.992  (meters)     889.08   (feet)  ADJUSTED  
 OD0966  ___________________________________________________________________
 OD0966  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 OD0966  DYNAMIC HT  -         270.920 (meters)     888.84  (feet)  COMP
 OD0966  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 OD0966
 OD0966  VERT ORDER  -  SECOND    CLASS 0
 OD0966
 OD0966.The horizontal coordinates were scaled from a topographic map and have
 OD0966.an estimated accuracy of +/- 6 seconds.
 OD0966
 OD0966.The orthometric height was determined by differential leveling
 OD0966.and adjusted by the National Geodetic Survey in June 1991..
 OD0966
 OD0966.The geoid height was determined by GEOID03.
 OD0966
 OD0966.The dynamic height is computed by dividing the NAVD 88
 OD0966.geopotential number by the normal gravity value computed on the
 OD0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0966.degrees latitude (g = 980.6199 gals.).
 OD0966
 OD0966.The modeled gravity was interpolated from observed gravity values.
 OD0966
 OD0966;                    North         East    Units  Estimated Accuracy
 OD0966;SPC NY E     -   470,760.      191,810.      MT  (+/- 180 meters Scaled)
 OD0966
 OD0966                          SUPERSEDED SURVEY CONTROL
 OD0966
 OD0966  NGVD 29 (??/??/92)  271.134  (m)          889.55   (f) ADJ UNCH    2 0
 OD0966
 OD0966.Superseded values are not recommended for survey control.
 OD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0966.See file dsdata.txt to determine how the superseded data were derived.
 OD0966
 OD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN824692(NAD 83)
 OD0966_MARKER: DB = BENCH MARK DISK
 OD0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0966_SP_SET: BUILDING
 OD0966_STAMPING: 890 ALBANY
 OD0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0966
 OD0966  HISTORY     - Date     Condition        Report By
 OD0966  HISTORY     - UNK      MONUMENTED       USGS
 OD0966  HISTORY     - 1942     GOOD             NGS
 OD0966  HISTORY     - 19981005 GOOD             USPSQD
 OD0966
 OD0966                          STATION DESCRIPTION
 OD0966
 OD0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0966'4.0 MI W FROM ROCK CITY FALLS.
 OD0966'4.0 MILES WEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT ROCK
 OD0966'CITY FALLS, AT EAST GALWAY, SET IN THE EAST FACE NEAR THE NORTHEAST
 OD0966'CORNER OF THE GALWAY GRANGE BUILDING, 76 FEET SOUTH OF THE CENTER-LINE
 OD0966'OF THE HIGHWAY, 31 FEET WEST OF THE CENTER-LINE OF THE PRIVATE DRIVE
 OD0966'LEADING SOUTH TO THE GARAGE, 13.5 FEET SOUTH OF THE NORTHEAST CORNER
 OD0966'OF THE BUILDING, 1.5 FEET ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY
 OD0966'ALUMINUM DISK SET VERTICALLY.
 OD0966
 OD0966                          STATION RECOVERY (1998)
 OD0966
 OD0966'RECOVERY NOTE BY US POWER SQUADRON 1998
 OD0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1126 ***********************************************************************
 PH1126  DESIGNATION -  894
 PH1126  PID         -  PH1126
 PH1126  STATE/COUNTY-  NY/LEWIS
 PH1126  USGS QUAD   -  HARRISVILLE (1982)
 PH1126
 PH1126                         *CURRENT SURVEY CONTROL
 PH1126  ___________________________________________________________________
 PH1126* NAD 83(1986)-  44 10 09.     (N)    075 16 52.     (W)     SCALED    
 PH1126* NAVD 88     -       272.545  (meters)     894.17   (feet)  ADJUSTED  
 PH1126  ___________________________________________________________________
 PH1126  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 PH1126  DYNAMIC HT  -         272.504 (meters)     894.04  (feet)  COMP
 PH1126  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 PH1126
 PH1126  VERT ORDER  -  SECOND    CLASS 0
 PH1126
 PH1126.The horizontal coordinates were scaled from a topographic map and have
 PH1126.an estimated accuracy of +/- 6 seconds.
 PH1126
 PH1126.The orthometric height was determined by differential leveling
 PH1126.and adjusted by the National Geodetic Survey in June 1991..
 PH1126
 PH1126.The geoid height was determined by GEOID03.
 PH1126
 PH1126.The dynamic height is computed by dividing the NAVD 88
 PH1126.geopotential number by the normal gravity value computed on the
 PH1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1126.degrees latitude (g = 980.6199 gals.).
 PH1126
 PH1126.The modeled gravity was interpolated from observed gravity values.
 PH1126
 PH1126;                    North         East    Units  Estimated Accuracy
 PH1126;SPC NY C     -   463,890.      354,140.      MT  (+/- 180 meters Scaled)
 PH1126
 PH1126                          SUPERSEDED SURVEY CONTROL
 PH1126
 PH1126  NGVD 29 (??/??/92)  272.700  (m)          894.68   (f) ADJ UNCH    2 0
 PH1126
 PH1126.Superseded values are not recommended for survey control.
 PH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1126.See file dsdata.txt to determine how the superseded data were derived.
 PH1126
 PH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP775907(NAD 83)
 PH1126_MARKER: DD = SURVEY DISK
 PH1126_SETTING: 66 = SET IN ROCK OUTCROP
 PH1126_SP_SET: ROCK LEDGE
 PH1126_STAMPING: NEW YORK 894 FT.
 PH1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1126+STABILITY: POSITION/ELEVATION WELL
 PH1126
 PH1126  HISTORY     - Date     Condition        Report By
 PH1126  HISTORY     - UNK      MONUMENTED       USGS
 PH1126  HISTORY     - 1935     GOOD             NGS
 PH1126  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PH1126
 PH1126                          STATION DESCRIPTION
 PH1126
 PH1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH1126'IN BACKUS.
 PH1126'IS LOCATED 4 TELEGRAPH POLES SOUTHWEST OF MILE POST NO. 53.  72 FT.
 PH1126'EAST OF CENTERLINE OF RAILROAD GRADE CROSSING AT BACKUS STATION. 30.5
 PH1126'FT. SOUTHEAST OF SOUTHEAST RAIL.  4 FT. BELOW LEVEL OF TRACK. TABLET
 PH1126'SET IN ROCK LEDGE.
 PH1126
 PH1126                          STATION RECOVERY (2001)
 PH1126
 PH1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PH1126'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0068 ***********************************************************************
 NC0068  DESIGNATION -  894.573
 NC0068  PID         -  NC0068
 NC0068  STATE/COUNTY-  NY/GENESEE
 NC0068  USGS QUAD   -  BATAVIA SOUTH (1978)
 NC0068
 NC0068                         *CURRENT SURVEY CONTROL
 NC0068  ___________________________________________________________________
 NC0068* NAD 83(1986)-  42 59 54.     (N)    078 11 16.     (W)     SCALED    
 NC0068* NAVD 88     -       272.616  (meters)     894.41   (feet)  ADJUSTED  
 NC0068  ___________________________________________________________________
 NC0068  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NC0068  DYNAMIC HT  -         272.543 (meters)     894.17  (feet)  COMP
 NC0068  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NC0068
 NC0068  VERT ORDER  -  SECOND    CLASS 0
 NC0068
 NC0068.The horizontal coordinates were scaled from a topographic map and have
 NC0068.an estimated accuracy of +/- 6 seconds.
 NC0068
 NC0068.The orthometric height was determined by differential leveling
 NC0068.and adjusted by the National Geodetic Survey in June 1991..
 NC0068
 NC0068.The geoid height was determined by GEOID03.
 NC0068
 NC0068.The dynamic height is computed by dividing the NAVD 88
 NC0068.geopotential number by the normal gravity value computed on the
 NC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0068.degrees latitude (g = 980.6199 gals.).
 NC0068
 NC0068.The modeled gravity was interpolated from observed gravity values.
 NC0068
 NC0068;                    North         East    Units  Estimated Accuracy
 NC0068;SPC NY W     -   333,060.      382,250.      MT  (+/- 180 meters Scaled)
 NC0068
 NC0068                          SUPERSEDED SURVEY CONTROL
 NC0068
 NC0068  NGVD 29 (??/??/92)  272.76   (m)          894.9    (f) COMPUTED    2 0
 NC0068
 NC0068.Superseded values are not recommended for survey control.
 NC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0068.See file dsdata.txt to determine how the superseded data were derived.
 NC0068
 NC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH292644(NAD 83)
 NC0068_MARKER: DD = SURVEY DISK
 NC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0068+STABILITY: SURFACE MOTION
 NC0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0068+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NC0068
 NC0068  HISTORY     - Date     Condition        Report By
 NC0068  HISTORY     - UNK      MONUMENTED       USGS
 NC0068  HISTORY     - 1935     GOOD             NGS
 NC0068  HISTORY     - 1971     GOOD             KONSKI
 NC0068  HISTORY     - 20030923 GOOD             BAKER
 NC0068
 NC0068                          STATION DESCRIPTION
 NC0068
 NC0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0068'IN BATAVIA.
 NC0068'IN BATAVIA IN CITY HALL PARK 66 FEET NORTH OF CENTER LINE OF WEST MAIN
 NC0068'STREET 72 FEET WEST OF SOUTHWEST CORNER OF CITY HALL A GRANITE POST
 NC0068'WITH 2 BRASS PLATES AT THE BASE INSCRIBED CITY OF BATAVIA, U.S.G.
 NC0068'SURVEY B.M. 894.573.
 NC0068
 NC0068                          STATION RECOVERY (1971)
 NC0068
 NC0068'RECOVERY NOTE BY KONSKI ENGINEERS 1971
 NC0068'RECOVERED IN GOOD CONDITION.
 NC0068
 NC0068                          STATION RECOVERY (2003)
 NC0068
 NC0068'RECOVERY NOTE BY M BAKER JR INCORPORATED 2003 (CV)
 NC0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0516 ***********************************************************************
 OE0516  DESIGNATION -  897
 OE0516  PID         -  OE0516
 OE0516  STATE/COUNTY-  NY/LEWIS
 OE0516  USGS QUAD   -  PORT LEYDEN (1966)
 OE0516
 OE0516                         *CURRENT SURVEY CONTROL
 OE0516  ___________________________________________________________________
 OE0516* NAD 83(1986)-  43 34 57.     (N)    075 20 47.     (W)     SCALED    
 OE0516* NAVD 88     -       273.730  (meters)     898.06   (feet)  ADJUSTED  
 OE0516  ___________________________________________________________________
 OE0516  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 OE0516  DYNAMIC HT  -         273.665 (meters)     897.85  (feet)  COMP
 OE0516  MODELED GRAV-     980,375.0   (mgal)                       NAVD 88
 OE0516
 OE0516  VERT ORDER  -  FIRST     CLASS II
 OE0516
 OE0516.The horizontal coordinates were scaled from a topographic map and have
 OE0516.an estimated accuracy of +/- 6 seconds.
 OE0516
 OE0516.The orthometric height was determined by differential leveling
 OE0516.and adjusted by the National Geodetic Survey in June 1991..
 OE0516
 OE0516.The geoid height was determined by GEOID03.
 OE0516
 OE0516.The dynamic height is computed by dividing the NAVD 88
 OE0516.geopotential number by the normal gravity value computed on the
 OE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0516.degrees latitude (g = 980.6199 gals.).
 OE0516
 OE0516.The modeled gravity was interpolated from observed gravity values.
 OE0516
 OE0516;                    North         East    Units  Estimated Accuracy
 OE0516;SPC NY C     -   398,620.      349,900.      MT  (+/- 180 meters Scaled)
 OE0516
 OE0516                          SUPERSEDED SURVEY CONTROL
 OE0516
 OE0516  NGVD 29 (??/??/92)  273.832  (m)          898.40   (f) ADJ UNCH    1 2
 OE0516
 OE0516.Superseded values are not recommended for survey control.
 OE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0516.See file dsdata.txt to determine how the superseded data were derived.
 OE0516
 OE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP720255(NAD 83)
 OE0516_MARKER: DD = SURVEY DISK
 OE0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0516_SP_SET: WALL
 OE0516_STAMPING: 897 ALBANY 1900
 OE0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0516
 OE0516  HISTORY     - Date     Condition        Report By
 OE0516  HISTORY     - 1900     MONUMENTED       USGS
 OE0516  HISTORY     - 1942     GOOD             NGS
 OE0516  HISTORY     - 19970619 GOOD             USPSQD
 OE0516  HISTORY     - 19980913 GOOD             USPSQD
 OE0516
 OE0516                          STATION DESCRIPTION
 OE0516
 OE0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0516'IN PORT LEYDEN.
 OE0516'MARK IS 80.0 FEET EAST OF NEW YORK CENTRAL RAILROAD STATION AND IN THE
 OE0516'SOUTH FACE OF THE RICHARDS BUILDING.  IT IS SET VERTICALLY IN A BRICK
 OE0516'WALL, 1.0 FOOT EAST OF THE SOUTHWEST CORNER AND 2.9 FEET ABOVE THE
 OE0516'SIDEWALK.
 OE0516
 OE0516                          STATION RECOVERY (1997)
 OE0516
 OE0516'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE0516'RECOVERED IN GOOD CONDITION.
 OE0516
 OE0516                          STATION RECOVERY (1998)
 OE0516
 OE0516'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0501 ***********************************************************************
 NC0501  DESIGNATION -  898 A
 NC0501  PID         -  NC0501
 NC0501  STATE/COUNTY-  NY/ERIE
 NC0501  USGS QUAD   -  EAST AURORA (1965)
 NC0501
 NC0501                         *CURRENT SURVEY CONTROL
 NC0501  ___________________________________________________________________
 NC0501* NAD 83(1986)-  42 46 05.     (N)    078 31 48.     (W)     SCALED    
 NC0501* NAVD 88     -       273.625  (meters)     897.72   (feet)  ADJUSTED  
 NC0501  ___________________________________________________________________
 NC0501  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NC0501  DYNAMIC HT  -         273.537 (meters)     897.43  (feet)  COMP
 NC0501  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NC0501
 NC0501  VERT ORDER  -  SECOND    CLASS 0
 NC0501
 NC0501.The horizontal coordinates were scaled from a topographic map and have
 NC0501.an estimated accuracy of +/- 6 seconds.
 NC0501
 NC0501.The orthometric height was determined by differential leveling
 NC0501.and adjusted by the National Geodetic Survey in June 1991..
 NC0501
 NC0501.The geoid height was determined by GEOID03.
 NC0501
 NC0501.The dynamic height is computed by dividing the NAVD 88
 NC0501.geopotential number by the normal gravity value computed on the
 NC0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0501.degrees latitude (g = 980.6199 gals.).
 NC0501
 NC0501.The modeled gravity was interpolated from observed gravity values.
 NC0501
 NC0501;                    North         East    Units  Estimated Accuracy
 NC0501;SPC NY W     -   307,410.      354,370.      MT  (+/- 180 meters Scaled)
 NC0501
 NC0501                          SUPERSEDED SURVEY CONTROL
 NC0501
 NC0501  NGVD 29 (??/??/92)  273.772  (m)          898.20   (f) ADJ UNCH    2 0
 NC0501
 NC0501.Superseded values are not recommended for survey control.
 NC0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0501.See file dsdata.txt to determine how the superseded data were derived.
 NC0501
 NC0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH020380(NAD 83)
 NC0501_MARKER: DD = SURVEY DISK
 NC0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0501_STAMPING: 898 ALBANY 1903
 NC0501_MARK LOGO: USGS  
 NC0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0501+STABILITY: SURFACE MOTION
 NC0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0501+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2000
 NC0501
 NC0501  HISTORY     - Date     Condition        Report By
 NC0501  HISTORY     - 1903     MONUMENTED       USGS
 NC0501  HISTORY     - 1935     GOOD             NGS
 NC0501  HISTORY     - 20000915 GOOD             LOCSUR
 NC0501  HISTORY     - 20010319 GOOD             INDIV
 NC0501
 NC0501                          STATION DESCRIPTION
 NC0501
 NC0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0501'IN WALES CENTER.
 NC0501'AT WALES CENTER ON HIGHWAY US 20 140 FEET EAST OF HIGHWAY BRIDGE OVER
 NC0501'BUFFALO CREEK IN NORTHEAST CORNER OF RESIDENCE OF GEORGE KELVER 51
 NC0501'FEET SOUTH OF CENTER LINE OF HIGHWAY 1 FOOT ABOVE FINISHED GRADE A
 NC0501'VERTICAL MARK.
 NC0501
 NC0501                          STATION RECOVERY (2000)
 NC0501
 NC0501'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (CS)
 NC0501'DESCRIPTION IS ADEQUATE.
 NC0501
 NC0501                          STATION RECOVERY (2001)
 NC0501
 NC0501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MC)
 NC0501'CANNOT READ BM 8 8A.  RECOVERED BY DEBORAH NAYBOR PLS PC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0252 ***********************************************************************
 NC0252  DESIGNATION -  89.80
 NC0252  PID         -  NC0252
 NC0252  STATE/COUNTY-  NY/CATTARAUGUS
 NC0252  USGS QUAD   -  ASHFORD (1964)
 NC0252
 NC0252                         *CURRENT SURVEY CONTROL
 NC0252  ___________________________________________________________________
 NC0252* NAD 83(1986)-  42 21 03.     (N)    078 33 05.     (W)     SCALED    
 NC0252* NAVD 88     -       523.08   (+/-2cm)    1716.1    (feet)  VERTCON   
 NC0252  ___________________________________________________________________
 NC0252  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NC0252
 NC0252  VERT ORDER  -  THIRD (See Below)
 NC0252
 NC0252.The horizontal coordinates were scaled from a topographic map and have
 NC0252.an estimated accuracy of +/- 6 seconds.
 NC0252
 NC0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0252.The vertical order pertains to the NGVD 29 superseded value.
 NC0252
 NC0252.The geoid height was determined by GEOID03.
 NC0252
 NC0252;                    North         East    Units  Estimated Accuracy
 NC0252;SPC NY W     -   261,060.      352,630.      MT  (+/- 180 meters Scaled)
 NC0252
 NC0252                          SUPERSEDED SURVEY CONTROL
 NC0252
 NC0252  NGVD 29 (??/??/??)  523.22   (m)         1716.6    (f) RESET       3  
 NC0252
 NC0252.Superseded values are not recommended for survey control.
 NC0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0252.See file dsdata.txt to determine how the superseded data were derived.
 NC0252
 NC0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG016916(NAD 83)
 NC0252_MARKER: Z = SEE DESCRIPTION
 NC0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0252_SP_SET: BRIDGE
 NC0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0252
 NC0252  HISTORY     - Date     Condition        Report By
 NC0252  HISTORY     - UNK      MONUMENTED       BORR
 NC0252  HISTORY     - 1920     GOOD             NGS
 NC0252  HISTORY     - 1961     GOOD             USGS
 NC0252  HISTORY     - 20021024 POOR             USPSQD
 NC0252
 NC0252                          STATION DESCRIPTION
 NC0252
 NC0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NC0252'6.2 MI SW FROM MACHIAS JUNCTION.
 NC0252'ON BRIDGE 89.80, ON BRIDGE SEAT OF NORTH ABUTMENT, ON LEFT SIDE OF
 NC0252'TRACK.
 NC0252
 NC0252                          STATION RECOVERY (1961)
 NC0252
 NC0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NC0252'RECOVERED IN GOOD CONDITION.
 NC0252
 NC0252                          STATION RECOVERY (2002)
 NC0252
 NC0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0252'RR BRIDGE REBUILT. NEW RR TIE RESTING ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0818 ***********************************************************************
 PH0818  DESIGNATION -  9
 PH0818  PID         -  PH0818
 PH0818  STATE/COUNTY-  NY/ST LAWRENCE
 PH0818  USGS QUAD   -  LOUISVILLE (1964)
 PH0818
 PH0818                         *CURRENT SURVEY CONTROL
 PH0818  ___________________________________________________________________
 PH0818* NAD 83(1986)-  44 53 54.     (N)    075 06 46.     (W)     SCALED    
 PH0818* NAVD 88     -        72.74   (+/-2cm)     238.6    (feet)  VERTCON   
 PH0818  ___________________________________________________________________
 PH0818  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 PH0818
 PH0818  VERT ORDER  -  ? (See Below)
 PH0818
 PH0818.The horizontal coordinates were scaled from a topographic map and have
 PH0818.an estimated accuracy of +/- 6 seconds.
 PH0818
 PH0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0818.The vertical order pertains to the NGVD 29 superseded value.
 PH0818
 PH0818.The geoid height was determined by GEOID03.
 PH0818
 PH0818;                    North         East    Units  Estimated Accuracy
 PH0818;SPC NY E     -   673,760.      101,600.      MT  (+/- 180 meters Scaled)
 PH0818
 PH0818                          SUPERSEDED SURVEY CONTROL
 PH0818
 PH0818  NGVD 29 (??/??/92)   72.852  (m)          239.02   (f) ADJ UNCH    ?  
 PH0818
 PH0818.Superseded values are not recommended for survey control.
 PH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0818.See file dsdata.txt to determine how the superseded data were derived.
 PH0818
 PH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ910716(NAD 83)
 PH0818_MARKER: B = BOLT
 PH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0818+STABILITY: SURFACE MOTION
 PH0818
 PH0818  HISTORY     - Date     Condition        Report By
 PH0818  HISTORY     - UNK      MONUMENTED       USLS
 PH0818  HISTORY     - 1934     GOOD             NGS
 PH0818
 PH0818                          STATION DESCRIPTION
 PH0818
 PH0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0818'5 MI NE FROM WADDINGTON.
 PH0818'ABOUT 5 MILES NORTHEAST OF WADDINGTON, ST. LAWRENCE COUNTY, ON STATE
 PH0818'HIGHWAY 37 B, ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION OF STATE
 PH0818'HIGHWAY 37, 73 FEET WEST OF THE NORTHWEST CORNER OF THE WINIFRED
 PH0818'HEAGUE HOUSE, 17 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE CONCRETE
 PH0818'PAVEMENT, AND 6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MAIN PART OF
 PH0818'A BARN.  THE TOP OF A 1/4-INCH BRASS BOLT SET IN THE TOP OF A CONCRETE
 PH0818'POST ABOUT 1 FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0252 ***********************************************************************
 OG0252  DESIGNATION -  9
 OG0252  PID         -  OG0252
 OG0252  STATE/COUNTY-  NY/NIAGARA
 OG0252  USGS QUAD   -  
 OG0252
 OG0252                         *CURRENT SURVEY CONTROL
 OG0252  ___________________________________________________________________
 OG0252* NAD 83(1986)-  43 09 14.     (N)    079 02 32.     (W)     SCALED    
 OG0252* NAVD 88     -        89.50   (+/-2cm)     293.6    (feet)  VERTCON   
 OG0252  ___________________________________________________________________
 OG0252  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OG0252
 OG0252  VERT ORDER  -  ? (See Below)
 OG0252
 OG0252.The horizontal coordinates were scaled from a topographic map and have
 OG0252.an estimated accuracy of +/- 6 seconds.
 OG0252
 OG0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0252.The vertical order pertains to the NGVD 29 superseded value.
 OG0252
 OG0252.The geoid height was determined by GEOID03.
 OG0252
 OG0252;                    North         East    Units  Estimated Accuracy
 OG0252;SPC NY W     -   350,370.      312,680.      MT  (+/- 180 meters Scaled)
 OG0252
 OG0252                          SUPERSEDED SURVEY CONTROL
 OG0252
 OG0252  NGVD 29 (??/??/92)   89.668  (m)          294.19   (f) ADJ UNCH    ?  
 OG0252
 OG0252.Superseded values are not recommended for survey control.
 OG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0252.See file dsdata.txt to determine how the superseded data were derived.
 OG0252
 OG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH591797(NAD 83)
 OG0252_MARKER: B = BOLT
 OG0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0252_SP_SET: BRIDGE
 OG0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0252
 OG0252  HISTORY     - Date     Condition        Report By
 OG0252  HISTORY     - UNK      MONUMENTED       USLS
 OG0252  HISTORY     - 1943     GOOD             USLS
 OG0252  HISTORY     - 19991130 MARK NOT FOUND   USPSQD
 OG0252
 OG0252                          STATION DESCRIPTION
 OG0252
 OG0252'DESCRIBED BY US LAKE SURVEY 1943
 OG0252'IN LEWISTON.
 OG0252'AT LEWISTON, NIAGARA COUNTY, AT THE SOUTHEAST END OF SUSPENSION
 OG0252'BRIDGE, AND ON THE SOUTH SIDE OF THE TOWER.  THE HIGHEST POINT OF A
 OG0252'CROSS ON TOP OF A 1-3/4-INCH BOLT HOLDING THE BEDPLATE TO THE STONE
 OG0252'ABUTMENT.
 OG0252
 OG0252                          STATION RECOVERY (1999)
 OG0252
 OG0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 OG0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0340 ***********************************************************************
 OD0340  DESIGNATION -  9 DHRR
 OD0340  PID         -  OD0340
 OD0340  STATE/COUNTY-  NY/WASHINGTON
 OD0340  USGS QUAD   -  PUTNAM (1950)
 OD0340
 OD0340                         *CURRENT SURVEY CONTROL
 OD0340  ___________________________________________________________________
 OD0340* NAD 83(1986)-  43 38 39.     (N)    073 25 50.     (W)     SCALED    
 OD0340* NAVD 88     -        32.511  (meters)     106.66   (feet)  POSTED    
 OD0340  ___________________________________________________________________
 OD0340  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OD0340  DYNAMIC HT  -          32.510 (meters)     106.66  (feet)  COMP
 OD0340  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 OD0340
 OD0340  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OD0340
 OD0340.The horizontal coordinates were scaled from a topographic map and have
 OD0340.an estimated accuracy of +/- 6 seconds.
 OD0340
 OD0340.The orthometric height was determined by differential leveling
 OD0340.and adjusted by the National Geodetic Survey in 1992..
 OD0340.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OD0340.rate of 1.1 thru 2.0 mm/km.
 OD0340
 OD0340.The geoid height was determined by GEOID03.
 OD0340
 OD0340.The dynamic height is computed by dividing the NAVD 88
 OD0340.geopotential number by the normal gravity value computed on the
 OD0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0340.degrees latitude (g = 980.6199 gals.).
 OD0340
 OD0340.The modeled gravity was interpolated from observed gravity values.
 OD0340
 OD0340;                    North         East    Units  Estimated Accuracy
 OD0340;SPC NY E     -   534,790.      236,280.      MT  (+/- 180 meters Scaled)
 OD0340
 OD0340                          SUPERSEDED SURVEY CONTROL
 OD0340
 OD0340.No superseded survey control is available for this station.
 OD0340
 OD0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP265335(NAD 83)
 OD0340_MARKER: B = BOLT
 OD0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0340_SP_SET: FOUNDATION
 OD0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0340
 OD0340  HISTORY     - Date     Condition        Report By
 OD0340  HISTORY     - UNK      MONUMENTED       DHRR
 OD0340  HISTORY     - 1955     GOOD             NGS
 OD0340
 OD0340                          STATION DESCRIPTION
 OD0340
 OD0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0340'0.6 MI N FROM CLEMONS.
 OD0340'ABOUT 0.6 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0340'STATION AT CLEMONS, WASHINGTON COUNTY, ABOUT 3 POLES NORTHEAST OF
 OD0340'MILEPOST RP 106-A 85, AT SIGNAL 85.1, SOUTHEAST OF THE TRACK, AND AT
 OD0340'THE NORTH CORNER OF THE FOUNDATION.  THE TOP OF THE NORTH ANCHOR BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0288 ***********************************************************************
 NC0288  DESIGNATION -  9 DOP
 NC0288  PID         -  NC0288
 NC0288  STATE/COUNTY-  NY/CATTARAUGUS
 NC0288  USGS QUAD   -  LIMESTONE (1976)
 NC0288
 NC0288                         *CURRENT SURVEY CONTROL
 NC0288  ___________________________________________________________________
 NC0288* NAD 83(1986)-  42 01 23.     (N)    078 37 48.     (W)     SCALED    
 NC0288* NAVD 88     -       428.558  (meters)    1406.03   (feet)  ADJUSTED  
 NC0288  ___________________________________________________________________
 NC0288  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 NC0288  DYNAMIC HT  -         428.389 (meters)    1405.47  (feet)  COMP
 NC0288  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 NC0288
 NC0288  VERT ORDER  -  FIRST     CLASS I
 NC0288
 NC0288.The horizontal coordinates were scaled from a topographic map and have
 NC0288.an estimated accuracy of +/- 6 seconds.
 NC0288
 NC0288.The orthometric height was determined by differential leveling
 NC0288.and adjusted by the National Geodetic Survey in June 1991..
 NC0288
 NC0288.The geoid height was determined by GEOID03.
 NC0288
 NC0288.The dynamic height is computed by dividing the NAVD 88
 NC0288.geopotential number by the normal gravity value computed on the
 NC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0288.degrees latitude (g = 980.6199 gals.).
 NC0288
 NC0288.The modeled gravity was interpolated from observed gravity values.
 NC0288
 NC0288;                    North         East    Units  Estimated Accuracy
 NC0288;SPC NY W     -   224,660.      346,140.      MT  (+/- 180 meters Scaled)
 NC0288
 NC0288                          SUPERSEDED SURVEY CONTROL
 NC0288
 NC0288  NGVD 29 (??/??/92)  428.709  (m)         1406.52   (f) ADJ UNCH    1 1
 NC0288
 NC0288.Superseded values are not recommended for survey control.
 NC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0288.See file dsdata.txt to determine how the superseded data were derived.
 NC0288
 NC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG962550(NAD 83)
 NC0288_MARKER: DD = SURVEY DISK
 NC0288_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NC0288+WITH SETTING: PAVEMENT
 NC0288_SP_SET: WARNING SIGNAL BASE
 NC0288_STAMPING: 9 DOP 1959 1407
 NC0288_MARK LOGO: USGS  
 NC0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0288+STABILITY: SURFACE MOTION
 NC0288
 NC0288  HISTORY     - Date     Condition        Report By
 NC0288  HISTORY     - 1959     MONUMENTED       USGS
 NC0288  HISTORY     - 1967     GOOD             NGS
 NC0288  HISTORY     - 19930728 MARK NOT FOUND   LOCENG
 NC0288
 NC0288                          STATION DESCRIPTION
 NC0288
 NC0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0288'IN LIMESTONE.
 NC0288'AT LIMESTONE, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR THE CROSSING
 NC0288'OF LIMESTONE RUN ROAD, SET ON THE TOP OF THE EAST SIDE OF THE CONCRETE
 NC0288'BASE FOR A WARNING SIGNAL, 23.3 FEET WEST OF AND ACROSS A SIDE TRACK
 NC0288'FROM THE WEST RAIL OF THE MAIN TRACK, 24.5 FEET SOUTHWEST OF THE
 NC0288'APPROXIMATE CENTER OF THE ROAD CROSSING THE MAIN TRACK, 16 1/2 FEET
 NC0288'SOUTH OF THE CENTER LINE OF LIMESTONE RUN ROAD, NEAR THE 3 RD POLE
 NC0288'NORTH OF MILEAGE POLE 117-30, AND ABOUT LEVEL WITH THE ROAD AND TRACK.
 NC0288
 NC0288                          STATION RECOVERY (1993)
 NC0288
 NC0288'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 NC0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0354 ***********************************************************************
 KV0354  DESIGNATION -  9 NYBE+A
 KV0354  PID         -  KV0354
 KV0354  STATE/COUNTY-  NY/RICHMOND
 KV0354  USGS QUAD   -  ARTHUR KILL (1981)
 KV0354
 KV0354                         *CURRENT SURVEY CONTROL
 KV0354  ___________________________________________________________________
 KV0354* NAD 83(1986)-  40 30 31.     (N)    074 14 37.     (W)     SCALED    
 KV0354* NAVD 88     -        23.645  (meters)      77.58   (feet)  ADJUSTED  
 KV0354  ___________________________________________________________________
 KV0354  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0354  DYNAMIC HT  -          23.635 (meters)      77.54  (feet)  COMP
 KV0354  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0354
 KV0354  VERT ORDER  -  FIRST     CLASS II
 KV0354
 KV0354.The horizontal coordinates were scaled from a topographic map and have
 KV0354.an estimated accuracy of +/- 6 seconds.
 KV0354
 KV0354.The orthometric height was determined by differential leveling
 KV0354.and adjusted by the National Geodetic Survey in June 1991..
 KV0354
 KV0354.The geoid height was determined by GEOID03.
 KV0354
 KV0354.The dynamic height is computed by dividing the NAVD 88
 KV0354.geopotential number by the normal gravity value computed on the
 KV0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0354.degrees latitude (g = 980.6199 gals.).
 KV0354
 KV0354.The modeled gravity was interpolated from observed gravity values.
 KV0354
 KV0354;                    North         East    Units  Estimated Accuracy
 KV0354;SPC NY L     -    38,000.      279,350.      MT  (+/- 180 meters Scaled)
 KV0354
 KV0354                          SUPERSEDED SURVEY CONTROL
 KV0354
 KV0354  NGVD 29 (04/16/92)   23.962  (m)           78.62   (f) ADJUSTED    1 2
 KV0354
 KV0354.Superseded values are not recommended for survey control.
 KV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0354.See file dsdata.txt to determine how the superseded data were derived.
 KV0354
 KV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK640844(NAD 83)
 KV0354_MARKER: X = CHISELED CROSS
 KV0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0354_SP_SET: BUTTRESS
 KV0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0354+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 KV0354
 KV0354  HISTORY     - Date     Condition        Report By
 KV0354  HISTORY     - 1952     MONUMENTED       NYBE+A
 KV0354  HISTORY     - 1952     GOOD             CGS
 KV0354  HISTORY     - 1985     GOOD             USPSQD
 KV0354  HISTORY     - 19910519 GOOD             USPSQD
 KV0354  HISTORY     - 20020711 GOOD             USPSQD
 KV0354
 KV0354                          STATION DESCRIPTION
 KV0354
 KV0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0354'AT STATEN ISLAND.
 KV0354'ON STATEN ISLAND, AT TOTTENVILLE, ALONG SUMMIT STREET BETWEEN
 KV0354'YETMAN AND BRIGHTON AVENUES, A CROSS CUT IN EAST VERTICAL FACE
 KV0354'OF FOUNDATION OF WEST BUTTRESS OF NORTH FACE OF PUBLIC SCHOOL NO.
 KV0354'1, 1 1/2 FEET NORTH OF NORTH FACE OF BUILDING, 36 FEET EAST OF
 KV0354'NORTHWEST CORNER OF BUILDING, 1 FOOT BELOW BM 8 (B.E. AND A)
 KV0354'AND ABOUT 1/2 FOOT ABOVE GROUND.
 KV0354
 KV0354                          STATION RECOVERY (1985)
 KV0354
 KV0354'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0354'RECOVERED IN GOOD CONDITION.
 KV0354
 KV0354                          STATION RECOVERY (1991)
 KV0354
 KV0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0354'RECOVERED IN GOOD CONDITION.
 KV0354
 KV0354                          STATION RECOVERY (2002)
 KV0354
 KV0354'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0354'THE MARK IS FENCED IN BUT COULD SEE USING BINOCULARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0428 ***********************************************************************
 NB0428  DESIGNATION -  90
 NB0428  PID         -  NB0428
 NB0428  STATE/COUNTY-  NY/SCHUYLER
 NB0428  USGS QUAD   -  MONTOUR FALLS (1978)
 NB0428
 NB0428                         *CURRENT SURVEY CONTROL
 NB0428  ___________________________________________________________________
 NB0428* NAD 83(1986)-  42 22 13.     (N)    076 51 38.     (W)     SCALED    
 NB0428* NAVD 88     -       136.999  (meters)     449.47   (feet)  ADJUSTED  
 NB0428  ___________________________________________________________________
 NB0428  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NB0428  DYNAMIC HT  -         136.956 (meters)     449.33  (feet)  COMP
 NB0428  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 NB0428
 NB0428  VERT ORDER  -  SECOND    CLASS 0
 NB0428
 NB0428.The horizontal coordinates were scaled from a topographic map and have
 NB0428.an estimated accuracy of +/- 6 seconds.
 NB0428
 NB0428.The orthometric height was determined by differential leveling
 NB0428.and adjusted by the National Geodetic Survey in June 1991..
 NB0428.WARNING-Repeat measurements at this control monument indicate possible
 NB0428.vertical movement.
 NB0428
 NB0428.The geoid height was determined by GEOID03.
 NB0428
 NB0428.The dynamic height is computed by dividing the NAVD 88
 NB0428.geopotential number by the normal gravity value computed on the
 NB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0428.degrees latitude (g = 980.6199 gals.).
 NB0428
 NB0428.The modeled gravity was interpolated from observed gravity values.
 NB0428
 NB0428;                    North         East    Units  Estimated Accuracy
 NB0428;SPC NY C     -   263,260.      227,170.      MT  (+/- 180 meters Scaled)
 NB0428
 NB0428                          SUPERSEDED SURVEY CONTROL
 NB0428
 NB0428  NGVD 29 (??/??/92)  137.184  (m)          450.08   (f) ADJ UNCH    2 0
 NB0428
 NB0428.Superseded values are not recommended for survey control.
 NB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0428.See file dsdata.txt to determine how the superseded data were derived.
 NB0428
 NB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM468925(NAD 83)
 NB0428_MARKER: B = BOLT
 NB0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0428_SP_SET: BRIDGE ABUTMENT
 NB0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0428
 NB0428  HISTORY     - Date     Condition        Report By
 NB0428  HISTORY     - UNK      MONUMENTED       PRR
 NB0428  HISTORY     - 1935     GOOD             NGS
 NB0428  HISTORY     - 1936     GOOD             NGS
 NB0428  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NB0428  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 NB0428
 NB0428                          STATION DESCRIPTION
 NB0428
 NB0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0428'1.35 MI S FROM WATKINS GLEN.
 NB0428'IS LOCATED 1.35 MILES SOUTH OF THE DEPOT. ON WEST END OF BACK
 NB0428'WALL OF SOUTH ABUTMENT OF BRIDGE NO. 18.02 OVER CULVERS POND.
 NB0428
 NB0428                          STATION RECOVERY (1936)
 NB0428
 NB0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NB0428'RECOVERED IN GOOD CONDITION.
 NB0428
 NB0428                          STATION RECOVERY (1984)
 NB0428
 NB0428'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB0428'MARK NOT FOUND.
 NB0428
 NB0428                          STATION RECOVERY (1999)
 NB0428
 NB0428'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0344 ***********************************************************************
 NB0344  DESIGNATION -  901 B
 NB0344  PID         -  NB0344
 NB0344  STATE/COUNTY-  NY/CHEMUNG
 NB0344  USGS QUAD   -  HORSEHEADS (1978)
 NB0344
 NB0344                         *CURRENT SURVEY CONTROL
 NB0344  ___________________________________________________________________
 NB0344* NAD 83(1986)-  42 09 58.     (N)    076 49 27.     (W)     SCALED    
 NB0344* NAVD 88     -       274.38   (+/-2cm)     900.2    (feet)  VERTCON   
 NB0344  ___________________________________________________________________
 NB0344  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NB0344
 NB0344  VERT ORDER  -  ? (See Below)
 NB0344
 NB0344.The horizontal coordinates were scaled from a topographic map and have
 NB0344.an estimated accuracy of +/- 6 seconds.
 NB0344
 NB0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0344.The vertical order pertains to the NGVD 29 superseded value.
 NB0344
 NB0344.The geoid height was determined by GEOID03.
 NB0344
 NB0344;                    North         East    Units  Estimated Accuracy
 NB0344;SPC NY C     -   240,570.      230,100.      MT  (+/- 180 meters Scaled)
 NB0344
 NB0344                          SUPERSEDED SURVEY CONTROL
 NB0344
 NB0344  NGVD 29 (??/??/92)  274.548  (m)          900.75   (f) ADJ UNCH    ?  
 NB0344
 NB0344.Superseded values are not recommended for survey control.
 NB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0344.See file dsdata.txt to determine how the superseded data were derived.
 NB0344
 NB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM493698(NAD 83)
 NB0344_MARKER: Z = SEE DESCRIPTION
 NB0344_SETTING: 0 = UNSPECIFIED SETTING
 NB0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0344
 NB0344  HISTORY     - Date     Condition        Report By
 NB0344  HISTORY     - UNK      MONUMENTED       USGS
 NB0344  HISTORY     - 1942     GOOD             NGS
 NB0344  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0344  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NB0344
 NB0344                          STATION DESCRIPTION
 NB0344
 NB0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0344'AT HORSEHEADS.
 NB0344'AT HORSEHEADS, CHEMUNG COUNTY, AND ABOUT 50 FEET FROM THE
 NB0344'PENNSYLVANIA RAILROAD STATION.
 NB0344
 NB0344                          STATION RECOVERY (1985)
 NB0344
 NB0344'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0344'MARK NOT FOUND.
 NB0344
 NB0344                          STATION RECOVERY (1998)
 NB0344
 NB0344'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0725 ***********************************************************************
 PH0725  DESIGNATION -  903
 PH0725  PID         -  PH0725
 PH0725  STATE/COUNTY-  NY/ST LAWRENCE
 PH0725  USGS QUAD   -  PARISHVILLE (1980)
 PH0725
 PH0725                         *CURRENT SURVEY CONTROL
 PH0725  ___________________________________________________________________
 PH0725* NAD 83(1986)-  44 37 38.     (N)    074 48 58.     (W)     SCALED    
 PH0725* NAVD 88     -       275.203  (meters)     902.90   (feet)  ADJUSTED  
 PH0725  ___________________________________________________________________
 PH0725  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 PH0725  DYNAMIC HT  -         275.174 (meters)     902.80  (feet)  COMP
 PH0725  MODELED GRAV-     980,507.3   (mgal)                       NAVD 88
 PH0725
 PH0725  VERT ORDER  -  SECOND    CLASS 0
 PH0725
 PH0725.The horizontal coordinates were scaled from a topographic map and have
 PH0725.an estimated accuracy of +/- 6 seconds.
 PH0725
 PH0725.The orthometric height was determined by differential leveling
 PH0725.and adjusted by the National Geodetic Survey in June 1991..
 PH0725
 PH0725.The geoid height was determined by GEOID03.
 PH0725
 PH0725.The dynamic height is computed by dividing the NAVD 88
 PH0725.geopotential number by the normal gravity value computed on the
 PH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0725.degrees latitude (g = 980.6199 gals.).
 PH0725
 PH0725.The modeled gravity was interpolated from observed gravity values.
 PH0725
 PH0725;                    North         East    Units  Estimated Accuracy
 PH0725;SPC NY E     -   643,500.      124,920.      MT  (+/- 180 meters Scaled)
 PH0725
 PH0725                          SUPERSEDED SURVEY CONTROL
 PH0725
 PH0725  NGVD 29 (??/??/92)  275.312  (m)          903.25   (f) ADJ UNCH    2 0
 PH0725
 PH0725.Superseded values are not recommended for survey control.
 PH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0725.See file dsdata.txt to determine how the superseded data were derived.
 PH0725
 PH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ145415(NAD 83)
 PH0725_MARKER: DD = SURVEY DISK
 PH0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0725_SP_SET: BULIDING
 PH0725_STAMPING: 903 ADJ 1903
 PH0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0725
 PH0725  HISTORY     - Date     Condition        Report By
 PH0725  HISTORY     - 1903     MONUMENTED       USGS
 PH0725  HISTORY     - 1942     GOOD             NGS
 PH0725  HISTORY     - 1962     GOOD             LDA
 PH0725  HISTORY     - 20040118 GOOD             GEOCAC
 PH0725
 PH0725                          STATION DESCRIPTION
 PH0725
 PH0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0725'IN PARISHVILLE.
 PH0725'BENCH MARK IS SET VERTICALLY IN THE FOUNDATION OF THE NORTH FACE OF
 PH0725'THE BAPTIST CHURCH, 8.0 FEET EAST OF THE NORTHWEST CORNER AND 2.2 FEET
 PH0725'ABOVE THE GROUND.  IT IS 72.0 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE
 PH0725'THE CENTERLINE OF HIGHWAY.
 PH0725
 PH0725                          STATION RECOVERY (1962)
 PH0725
 PH0725'RECOVERY NOTE BY L DICKERSON ASSOC 1962
 PH0725'RECOVERED IN GOOD CONDITION.
 PH0725
 PH0725                          STATION RECOVERY (2004)
 PH0725
 PH0725'RECOVERY NOTE BY GEOCACHING 2004 (PJG)
 PH0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0919 ***********************************************************************
 NB0919  DESIGNATION -  903 OSWEGO
 NB0919  PID         -  NB0919
 NB0919  STATE/COUNTY-  NY/ONTARIO
 NB0919  USGS QUAD   -  STANLEY (1952)
 NB0919
 NB0919                         *CURRENT SURVEY CONTROL
 NB0919  ___________________________________________________________________
 NB0919* NAD 83(1986)-  42 49 30.     (N)    077 06 00.     (W)     SCALED    
 NB0919* NAVD 88     -       275.352  (meters)     903.38   (feet)  ADJUSTED  
 NB0919  ___________________________________________________________________
 NB0919  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NB0919  DYNAMIC HT  -         275.270 (meters)     903.12  (feet)  COMP
 NB0919  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 NB0919
 NB0919  VERT ORDER  -  SECOND    CLASS 0
 NB0919
 NB0919.The horizontal coordinates were scaled from a topographic map and have
 NB0919.an estimated accuracy of +/- 6 seconds.
 NB0919
 NB0919.The orthometric height was determined by differential leveling
 NB0919.and adjusted by the National Geodetic Survey in June 1991..
 NB0919
 NB0919.The geoid height was determined by GEOID03.
 NB0919
 NB0919.The dynamic height is computed by dividing the NAVD 88
 NB0919.geopotential number by the normal gravity value computed on the
 NB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0919.degrees latitude (g = 980.6199 gals.).
 NB0919
 NB0919.The modeled gravity was interpolated from observed gravity values.
 NB0919
 NB0919;                    North         East    Units  Estimated Accuracy
 NB0919;SPC NY C     -   313,860.      207,750.      MT  (+/- 180 meters Scaled)
 NB0919
 NB0919                          SUPERSEDED SURVEY CONTROL
 NB0919
 NB0919  NGVD 29 (??/??/92)  275.489  (m)          903.83   (f) ADJ UNCH    2 0
 NB0919
 NB0919.Superseded values are not recommended for survey control.
 NB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0919.See file dsdata.txt to determine how the superseded data were derived.
 NB0919
 NB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN283435(NAD 83)
 NB0919_MARKER: DD = SURVEY DISK
 NB0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0919_SP_SET: BUILDING
 NB0919_STAMPING: 903 OSWEGO
 NB0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0919
 NB0919  HISTORY     - Date     Condition        Report By
 NB0919  HISTORY     - UNK      MONUMENTED       USGS
 NB0919  HISTORY     - 1934     GOOD             NGS
 NB0919  HISTORY     - 1985     GOOD             USPSQD
 NB0919  HISTORY     - 20011027 GOOD             USPSQD
 NB0919
 NB0919                          STATION DESCRIPTION
 NB0919
 NB0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0919'AT STANLEY.
 NB0919'ON THE GENEVA TO NAPLES BRANCH OF THE LEHIGH VALLEY RAILROAD,
 NB0919'68.3 FEET SOUTH OF THE SOUTH RAIL OF THE LEHIGH VALLEY MAIN LINE,
 NB0919'19.9 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND PENNSYLVANIA
 NB0919'TRACK, SET VERTICALLY ON THE NORTH WEST CORNER OF A FERTILIZER
 NB0919'WAREHOUSE, 2 FEET ABOVE TOP OF RAIL.
 NB0919
 NB0919                          STATION RECOVERY (1985)
 NB0919
 NB0919'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0919'THE LEHIGH VALLEY RAILROAD AND THE PENSYLVANIA RAILROAD HAVE BOTH
 NB0919'BEEN ABANDONED. THE RAILS, TIES, AND ASSOCIATED EQUIPMENT HAVE BEEN
 NB0919'REMOVED. THE FORMER FERTILIZER WAREHOUSE IS NOW THE EMPIRE BEAN AND
 NB0919'SEED CO. IT IS 2.3 FEET ABOVE GROUND LEVEL, 5 INCHES EAST OF THE WEST
 NB0919'SIDE OF THE FOUNDATION, IN THE SECOND CORNER STONE DOWN FROM THE TOP
 NB0919'OF THE FOUNDATION. THE EMPIRE BEAN AND SEED CO. BUILDING IS THE LAST
 NB0919'ONE ON THE SOUTH SIDE OF MOTT STREET BEFORE THE DEAD END AT THE
 NB0919'FORMER RAILROAD CROSSING BARRICADE.
 NB0919
 NB0919                          STATION RECOVERY (2001)
 NB0919
 NB0919'RECOVERY NOTE BY US POWER SQUADRON 2001 (DB)
 NB0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0033 ***********************************************************************
 PJ0033  TIDAL BM    -  This is a Tidal Bench Mark.
 PJ0033  DESIGNATION -  905 2000 CAPE
 PJ0033  PID         -  PJ0033
 PJ0033  STATE/COUNTY-  NY/JEFFERSON
 PJ0033  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0033
 PJ0033                         *CURRENT SURVEY CONTROL
 PJ0033  ___________________________________________________________________
 PJ0033* NAD 83(1986)-  44 07 47.     (N)    076 20 06.     (W)     SCALED    
 PJ0033* NAVD 88     -        77.082  (meters)     252.89   (feet)  ADJUSTED  
 PJ0033  ___________________________________________________________________
 PJ0033  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PJ0033  DYNAMIC HT  -          77.071 (meters)     252.86  (feet)  COMP
 PJ0033  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 PJ0033
 PJ0033  VERT ORDER  -  FIRST     CLASS 0
 PJ0033
 PJ0033.The horizontal coordinates were scaled from a topographic map and have
 PJ0033.an estimated accuracy of +/- 6 seconds.
 PJ0033
 PJ0033.The orthometric height was determined by differential leveling
 PJ0033.and adjusted by the National Geodetic Survey in June 1991..
 PJ0033
 PJ0033.This Tidal Bench Mark is designated as VM 12666
 PJ0033.by the Center for Operational Oceanographic Products and Services.
 PJ0033
 PJ0033.The geoid height was determined by GEOID03.
 PJ0033
 PJ0033.The dynamic height is computed by dividing the NAVD 88
 PJ0033.geopotential number by the normal gravity value computed on the
 PJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0033.degrees latitude (g = 980.6199 gals.).
 PJ0033
 PJ0033.The modeled gravity was interpolated from observed gravity values.
 PJ0033
 PJ0033;                    North         East    Units  Estimated Accuracy
 PJ0033;SPC NY C     -   458,710.      269,870.      MT  (+/- 180 meters Scaled)
 PJ0033
 PJ0033                          SUPERSEDED SURVEY CONTROL
 PJ0033
 PJ0033  NGVD 29 (??/??/92)   77.232  (m)          253.39   (f) ADJ UNCH    1 0
 PJ0033
 PJ0033.Superseded values are not recommended for survey control.
 PJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0033.See file dsdata.txt to determine how the superseded data were derived.
 PJ0033
 PJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP932871(NAD 83)
 PJ0033_MARKER: DD = SURVEY DISK
 PJ0033_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PJ0033_SP_SET: FOUNDATION
 PJ0033_STAMPING: CAPE 1940
 PJ0033_MARK LOGO: USLS  
 PJ0033_PROJECTION: FLUSH
 PJ0033_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0033+STABILITY: SURFACE MOTION
 PJ0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0033+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 PJ0033
 PJ0033  HISTORY     - Date     Condition        Report By
 PJ0033  HISTORY     - 1940     MONUMENTED       USLS
 PJ0033  HISTORY     - 1967     GOOD             NGS
 PJ0033  HISTORY     - 19940627 GOOD             NOS
 PJ0033  HISTORY     - 19950530 GOOD             NOS
 PJ0033  HISTORY     - 19950607 GOOD             USPSQD
 PJ0033  HISTORY     - 19970719 GOOD             NOS
 PJ0033  HISTORY     - 19970730 GOOD             USPSQD
 PJ0033  HISTORY     - 19980603 GOOD             NOS
 PJ0033  HISTORY     - 19990419 GOOD             NOS
 PJ0033  HISTORY     - 20000927 GOOD             NOS
 PJ0033  HISTORY     - 20010624 GOOD             NOS
 PJ0033  HISTORY     - 20010624 GOOD             NOS
 PJ0033  HISTORY     - 20020809 GOOD             NOS
 PJ0033  HISTORY     - 20050531 GOOD             USPSQD
 PJ0033
 PJ0033                          STATION DESCRIPTION
 PJ0033
 PJ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0033'AT CAPE VINCENT.
 PJ0033'CAPE IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT THE FOOT OF
 PJ0033'JAMES STREET, IN RIVER FACE OF STONE BUILDING HOUSING THE TOWN OF
 PJ0033'CAPE VINCENT GARAGE, 1.0 FOOT FROM THE DOWNRIVER CORNER, 3-1/2 FEET
 PJ0033'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 PJ0033'INTO THE STONE.
 PJ0033
 PJ0033                          STATION RECOVERY (1994)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 PJ0033'RECOVERED AS DESCRIBED.
 PJ0033
 PJ0033                          STATION RECOVERY (1995)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PJ0033'CAPE IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT THE FOOT OF
 PJ0033'JAMES STREET, IN RIVER FACE OF STONE BUILDING HOUSING THE TOWN OF CAPE
 PJ0033'VINCENT CHAMBER OF COMMERCE, 1.0 FOOT (0.3 M) FROM THE DOWNRIVER
 PJ0033'CORNER, 3.5 FEET (1.1 M) ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 PJ0033'CROSS ON BRONZE DISC SET INTO THE STONE.
 PJ0033
 PJ0033                          STATION RECOVERY (1995)
 PJ0033
 PJ0033'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0033'RECOVERED IN GOOD CONDITION.
 PJ0033
 PJ0033                          STATION RECOVERY (1997)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PJ0033'RECOVERED IN GOOD CONDITION.  NOTE CHANGES--IN CAPE VINCENT  AT THE
 PJ0033'FOOT OF JAMES STREET, IN NORTH FACE,AND AT NE CORNER OF STONE BUILDING
 PJ0033'HOUSING THE TOWN OF CAPE VINCENT CHAMBER OF COMMERCE, 1.0 FOOT (0.3 M)
 PJ0033'FROM THE DOWNRIVER CORNER, 2.6 FEET (0.8 M) ABOVE THE GROUND,1.0 FT
 PJ0033'WEST OF THE NE CORNER BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 PJ0033'SET INTO THE STONE.
 PJ0033
 PJ0033                          STATION RECOVERY (1997)
 PJ0033
 PJ0033'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0033'RECOVERED IN GOOD CONDITION.
 PJ0033
 PJ0033                          STATION RECOVERY (1998)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PJ0033'RECOVERED AS DESCRIBED.
 PJ0033
 PJ0033                          STATION RECOVERY (1999)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 PJ0033'RECOVERED AS DESCRIBED.
 PJ0033
 PJ0033                          STATION RECOVERY (2000)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PJ0033'RECOVERED AS DESCRIBED.
 PJ0033
 PJ0033                          STATION RECOVERY (2001)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 PJ0033'RECOVERED AS DESCRIBED.
 PJ0033
 PJ0033                          STATION RECOVERY (2001)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 PJ0033'RECOVERED AS DESCRIBED.
 PJ0033
 PJ0033                          STATION RECOVERY (2002)
 PJ0033
 PJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PJ0033'RECOVERED IN GOOD CONDITION. ADD--26.5 FT (8.1 M) EAST OF THE NW EDGE
 PJ0033'OF THE BLDGS NORTH FACE ENTRANCE, 65.4 FT (19.9 M) EAST OF THE NW
 PJ0033'CORNER OF THE BUILDING.
 PJ0033
 PJ0033                          STATION RECOVERY (2005)
 PJ0033
 PJ0033'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0033'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0032 ***********************************************************************
 PJ0032  TIDAL BM    -  This is a Tidal Bench Mark.
 PJ0032  DESIGNATION -  905 2000 COAST
 PJ0032  PID         -  PJ0032
 PJ0032  STATE/COUNTY-  NY/JEFFERSON
 PJ0032  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0032
 PJ0032                         *CURRENT SURVEY CONTROL
 PJ0032  ___________________________________________________________________
 PJ0032* NAD 83(1986)-  44 07 45.     (N)    076 20 11.     (W)     SCALED    
 PJ0032* NAVD 88     -        75.677  (meters)     248.28   (feet)  ADJUSTED  
 PJ0032  ___________________________________________________________________
 PJ0032  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 PJ0032  DYNAMIC HT  -          75.667 (meters)     248.25  (feet)  COMP
 PJ0032  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 PJ0032
 PJ0032  VERT ORDER  -  FIRST     CLASS 0
 PJ0032
 PJ0032.The horizontal coordinates were scaled from a topographic map and have
 PJ0032.an estimated accuracy of +/- 6 seconds.
 PJ0032
 PJ0032.The orthometric height was determined by differential leveling
 PJ0032.and adjusted by the National Geodetic Survey in April 1997..
 PJ0032
 PJ0032.This Tidal Bench Mark is designated as VM 12667
 PJ0032.by the Center for Operational Oceanographic Products and Services.
 PJ0032
 PJ0032.The geoid height was determined by GEOID03.
 PJ0032
 PJ0032.The dynamic height is computed by dividing the NAVD 88
 PJ0032.geopotential number by the normal gravity value computed on the
 PJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0032.degrees latitude (g = 980.6199 gals.).
 PJ0032
 PJ0032.The modeled gravity was interpolated from observed gravity values.
 PJ0032
 PJ0032;                    North         East    Units  Estimated Accuracy
 PJ0032;SPC NY C     -   458,650.      269,760.      MT  (+/- 180 meters Scaled)
 PJ0032
 PJ0032                          SUPERSEDED SURVEY CONTROL
 PJ0032
 PJ0032  NAVD 88 (06/15/91)   75.655  (m)          248.21   (f) UNKNOWN     1 0
 PJ0032  NGVD 29 (??/??/92)   75.80   (m)          248.7    (f) COMPUTED    1 0
 PJ0032
 PJ0032.Superseded values are not recommended for survey control.
 PJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0032.See file dsdata.txt to determine how the superseded data were derived.
 PJ0032
 PJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP930870(NAD 83)
 PJ0032_MARKER: Z = SEE DESCRIPTION
 PJ0032_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 PJ0032_MARK LOGO: NONE  
 PJ0032_PROJECTION: FLUSH
 PJ0032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PJ0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0032+STABILITY: POSITION/ELEVATION WELL
 PJ0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0032+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 PJ0032
 PJ0032  HISTORY     - Date     Condition        Report By
 PJ0032  HISTORY     - 1968     MONUMENTED       CGS
 PJ0032  HISTORY     - 1967     GOOD             NGS
 PJ0032  HISTORY     - 19940627 GOOD             NOS
 PJ0032  HISTORY     - 19950530 GOOD             NOS
 PJ0032  HISTORY     - 19970719 GOOD             NOS
 PJ0032  HISTORY     - 19980603 GOOD             NOS
 PJ0032  HISTORY     - 19990419 GOOD             NOS
 PJ0032  HISTORY     - 20000927 GOOD             NOS
 PJ0032  HISTORY     - 20010624 GOOD             NOS
 PJ0032  HISTORY     - 20020809 GOOD             NOS
 PJ0032
 PJ0032                          STATION DESCRIPTION
 PJ0032
 PJ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0032'AT CAPE VINCENT.
 PJ0032'COAST IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT THE U. S.
 PJ0032'COAST GUARD STATION, 89.5 FEET NORTH OF UTILITY POLE NO. 3/45, 21.7
 PJ0032'FEET NORTHWEST OF FLAGPOLE, 22.5 FEET SOUTHWEST OF SOUTHEAST CORNER
 PJ0032'OF STATION, 14.0 FEET EAST OF SOUTHEAST CORNER AND IN LINE WITH
 PJ0032'SOUTH FACE OF GARAGE, 9.8 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE
 PJ0032'WITH WEST FACE OF STATION, 1 FOOT BELOW THE GROUND SURFACE, BEING
 PJ0032'HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 PJ0032'DIAMETER GALVANIZED STEEL PIPE, 13 FEET LONG. THE PIPE IS INCLOSED
 PJ0032'IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 PJ0032'DIAMETER CONCRETE PIPE, WITH COVER 1/2 FOOT BELOW THE GROUND SURFACE.
 PJ0032
 PJ0032                          STATION RECOVERY (1994)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 PJ0032'COAST IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT THE U.S.
 PJ0032'COAST GUARD STATION, 89.5 FEET (27.3 M) NORTH OF UTILITY POLE NO. 4-1,
 PJ0032'21.7 FEET (6.6 M) NORTHWEST OF FLAGPOLE, 22.5 FEET (6.9 M) SOUTHWEST
 PJ0032'OF SOUTHEAST CORNER OF STATION, 14.0 FEET (4.3 M) EAST OF SOUTHEAST
 PJ0032'CORNER AND IN LINE WITH SOUTH FACE OF GARAGE, 9.8 FEET (3.0 M) SOUTH
 PJ0032'OF SOUTHWEST CORNER AND IN LINE WITH WEST FACE OF STATION, 1 FOOT (0.3
 PJ0032'M) BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 PJ0032'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 13
 PJ0032'FEET (4.0 M) LONG.  THE PIPE IS ENCLOSED IN A 1-INCH DIAMETER STEEL
 PJ0032'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE,
 PJ0032'WITH COVER 1/2 FOOT BELOW THE GROUND SURFACE.
 PJ0032
 PJ0032                          STATION RECOVERY (1995)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PJ0032'RECOVERED AS DESCRIBED.
 PJ0032
 PJ0032                          STATION RECOVERY (1997)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PJ0032'COAST IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT THE
 PJ0032'ST.LAWRENCE SEAWAY AUTHORITY BUILDING.  27.3 METERS (89.6 FT) NORTH OF
 PJ0032'UTILITY POLE NO.  4-1, 6.9 METERS (22.6 FT) WSW OF SE CORNER OF
 PJ0032'STATION, 6.6 METERS (21.7 FT) NNW OF FLAGPOLE, 4.7 METERS (15.4 FT)
 PJ0032'EAST OF EAST FACE OF WORKSHOP LOCATED OFF SW CORNER OF STATION BLDG,
 PJ0032'3.0 METERS (9.8 FT) SOUTH OF SOUTHWEST CORNER AND IN LINE WITH WEST
 PJ0032'FACE OF STATION, 0.3 METERS (1.0 FT) BELOW THE GROUND SURFACE, BEING
 PJ0032'HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 PJ0032'DIAMETER GALVANIZED STEEL PIPE, 4.0 METERS (13.1 FT) LONG.  THE PIPE
 PJ0032'IS INCLOSED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 PJ0032'BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER 1/2 FOOT BELOW THE
 PJ0032'GROUND SURFACE.
 PJ0032
 PJ0032                          STATION RECOVERY (1998)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PJ0032'RECOVERED AS DESCRIBED.
 PJ0032
 PJ0032                          STATION RECOVERY (1999)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 PJ0032'RECOVERED AS DESCRIBED.
 PJ0032
 PJ0032                          STATION RECOVERY (2000)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PJ0032'RECOVERED AS DESCRIBED.
 PJ0032
 PJ0032                          STATION RECOVERY (2001)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 PJ0032'RECOVERED AS DESCRIBED.
 PJ0032
 PJ0032                          STATION RECOVERY (2002)
 PJ0032
 PJ0032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PJ0032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9230 ***********************************************************************
 AH9230  FBN         -  This is a Federal Base Network Control Station.
 AH9230  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9230  DESIGNATION -  905 2000 F
 AH9230  PID         -  AH9230
 AH9230  STATE/COUNTY-  NY/JEFFERSON
 AH9230  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 AH9230
 AH9230                         *CURRENT SURVEY CONTROL
 AH9230  ___________________________________________________________________
 AH9230* NAD 83(1997)-  44 07 25.90073(N)    076 19 44.32268(W)     ADJUSTED  
 AH9230* NAVD 88     -        91.688  (meters)     300.81   (feet)  ADJUSTED  
 AH9230  ___________________________________________________________________
 AH9230  X           -   1,083,873.505 (meters)                     COMP
 AH9230  Y           -  -4,456,021.144 (meters)                     COMP
 AH9230  Z           -   4,418,021.338 (meters)                     COMP
 AH9230  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 AH9230  ELLIP HEIGHT-          57.51  (meters)          (09/18/02) GPS OBS
 AH9230  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AH9230  DYNAMIC HT  -          91.676 (meters)     300.77  (feet)  COMP
 AH9230  MODELED GRAV-     980,479.3   (mgal)                       NAVD 88
 AH9230
 AH9230  HORZ ORDER  -  A
 AH9230  VERT ORDER  -  SECOND    CLASS I
 AH9230  ELLP ORDER  -  FOURTH    CLASS II
 AH9230
 AH9230.The horizontal coordinates were established by GPS observations
 AH9230.and adjusted by the National Geodetic Survey in May 1999..
 AH9230
 AH9230.The orthometric height was determined by differential leveling
 AH9230.and adjusted by the National Geodetic Survey in November 2004..
 AH9230.No vertical observational check was made to the station.
 AH9230
 AH9230.This Tidal Bench Mark is designated as VM 16004
 AH9230.by the Center for Operational Oceanographic Products and Services.
 AH9230
 AH9230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9230
 AH9230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9230
 AH9230.The ellipsoidal height was determined by GPS observations
 AH9230.and is referenced to NAD 83.
 AH9230
 AH9230.The geoid height was determined by GEOID03.
 AH9230
 AH9230.The dynamic height is computed by dividing the NAVD 88
 AH9230.geopotential number by the normal gravity value computed on the
 AH9230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9230.degrees latitude (g = 980.6199 gals.).
 AH9230
 AH9230.The modeled gravity was interpolated from observed gravity values.
 AH9230
 AH9230;                    North         East     Units Scale Factor Converg.
 AH9230;SPC NY C     -   458,058.828   270,357.072   MT  0.99994259   +0 10 37.5
 AH9230;SPC NY C     - 1,502,814.67    886,996.49   sFT  0.99994259   +0 10 37.5
 AH9230;UTM  18      - 4,886,488.601   393,671.933   MT  0.99973905   -0 55 31.2
 AH9230
 AH9230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9230!SPC NY C     -   0.99999098  x   0.99994259  =   0.99993357
 AH9230!UTM  18      -   0.99999098  x   0.99973905  =   0.99973003
 AH9230
 AH9230                          SUPERSEDED SURVEY CONTROL
 AH9230
 AH9230  ELLIP H (05/25/99)   57.50   (m)                       GP(       ) 3 1
 AH9230
 AH9230.Superseded values are not recommended for survey control.
 AH9230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9230.See file dsdata.txt to determine how the superseded data were derived.
 AH9230
 AH9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9367286489(NAD 83)
 AH9230_MARKER: DB = BENCH MARK DISK
 AH9230_SETTING: 66 = SET IN ROCK OUTCROP
 AH9230_STAMPING: 2000 F 1997
 AH9230_MARK LOGO: NOS   
 AH9230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9230+STABILITY: POSITION/ELEVATION WELL
 AH9230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9230+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AH9230
 AH9230  HISTORY     - Date     Condition        Report By
 AH9230  HISTORY     - 1997     MONUMENTED       NOS
 AH9230  HISTORY     - 19970719 GOOD             NOS
 AH9230  HISTORY     - 19980603 GOOD             NOS
 AH9230  HISTORY     - 19990419 GOOD             NOS
 AH9230  HISTORY     - 20000725 GOOD             NGS
 AH9230  HISTORY     - 20000927 GOOD             NOS
 AH9230  HISTORY     - 20010624 GOOD             NOS
 AH9230  HISTORY     - 20020808 GOOD             NOS
 AH9230
 AH9230                          STATION DESCRIPTION
 AH9230
 AH9230'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9230'2000 F IS AT CAPE VINCENT, JEFFERSON COUNTY, NY, 0.35 MILE (0.56 KM)
 AH9230'SOUTH SOUTHEAST ALONG JAMES STREET FROM ITS JUNCTION WITH STATE ROUTE
 AH9230'12E (BROADWAY ST.), PASSING ON THE WEST SIDE OF THE CAPE VINCENT
 AH9230'CENTRAL SCHOOL TO THE ENTRANCE TO THE CAPE VINCENT RECREATION CENTER,
 AH9230'TURN TO THE EAST 0.15 MILE (0.24 KM) TO THE EAST END OF THE RECREATION
 AH9230'CENTER BUILDING, SET IN THE CENTER OF EXPOSED ROCK CAPING ON TOP OF
 AH9230'BEDROCK IN CENTER OF CUT FIELD JUST EAST OF BUILDING, 158.2 FEET (48.2
 AH9230'M) SOUTH OF NAIL AND WASHER IN LIGHT POLE FOR BASEBALL FIELD (2ND POLE
 AH9230'ALONG FIRST BASE LINE), 127.6 FEET (38.9 M) SOUTHEAST OF FIRE HYDRANT
 AH9230'AT NORTHEAST CORNER OF PARKING LOT, 125.2 FEET (38.2 M) NORTHEAST OF
 AH9230'THE SOUTHEAST CORNER RECREATION BUILDING, 111.7 FEET (34.0 M) EAST
 AH9230'NORTHEAST OF NORTHEAST CORNER OF RECREATION BUILDING, 0.8 FEET (24.4
 AH9230'CM) WEST OF WITNESS POST.
 AH9230
 AH9230                          STATION RECOVERY (1997)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9230'RECOVERED AS DESCRIBED.
 AH9230
 AH9230                          STATION RECOVERY (1998)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH9230'RECOVERED AS DESCRIBED.
 AH9230
 AH9230                          STATION RECOVERY (1999)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AH9230'RECOVERED AS DESCRIBED.
 AH9230
 AH9230                          STATION RECOVERY (2000)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AH9230'2000 F IS AT CAPE VINCENT, JEFFERSON COUNTY, NY, 0.35 MI (0.56 KM)
 AH9230'SOUTH SOUTYEAST ALONG
 AH9230'JAMES STREET FROM ITS JUNCTION WITH STATE WOUTE 12E (BROADWAY STREET)
 AH9230', TO REACH FROM
 AH9230'CAPE VINCENT TOWN OFFICES ON HWY 12E, TURN RIGHT SOUTHEAST ON 12E FOR
 AH9230'0.20 MI (0.32 KM) TO
 AH9230'JAMES STREET ON LEFT, TURN LEFT NORTH NORTHWEST ON JAMES STREET FOR
 AH9230'0.40 MI (0.64 KM) TO
 AH9230'A ROAD AND SIGN (TOWN OF CAPE VINCENT REC CNTER) , CONTINUE THROUGH
 AH9230'PARKING LOT TO THE
 AH9230'REC CENTER BUILDING, TURN TO THE EAST FOR 0.15 MI (0.24 KM) TO THE
 AH9230'EAST END OF THE REC
 AH9230'BUILDING AND THE STATION AHEAD AND RIGHT SET IN THE CENTER OF A CUT
 AH9230'FIELD EAST OF REC
 AH9230'CENTER, 158.2 FT (48.2 M) SOUTH OF NAIL AND WASHER IN LIGHT POLE OF
 AH9230'BASEBALL FIELD (2ND POLE
 AH9230'ALONG THE FIRST BASE LINE, 127.6 FT (38.9 M) SOUTHEAST OF FIRE HYDRANT
 AH9230'AT NORTHEAST CORNER
 AH9230'OF PARKING LOT, 125.2 FT (38.2 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 AH9230'REC BUILDING, 111.7
 AH9230'FT (34.0 M) NORTHEAST OF NORTHEAST CORNER OF REC BUILDING, 0.8 FT
 AH9230'(24.4 CM) WEST OF WITNESS
 AH9230'POST.
 AH9230'
 AH9230
 AH9230                          STATION RECOVERY (2000)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH9230'RECOVERED AS DESCRIBED.
 AH9230
 AH9230                          STATION RECOVERY (2001)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 AH9230'RECOVERED AS DESCRIBED.
 AH9230
 AH9230                          STATION RECOVERY (2002)
 AH9230
 AH9230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH9230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0088 ***********************************************************************
 PJ0088  TIDAL BM    -  This is a Tidal Bench Mark.
 PJ0088  DESIGNATION -  905 2000 HONOR
 PJ0088  PID         -  PJ0088
 PJ0088  STATE/COUNTY-  NY/JEFFERSON
 PJ0088  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0088
 PJ0088                         *CURRENT SURVEY CONTROL
 PJ0088  ___________________________________________________________________
 PJ0088* NAD 83(1986)-  44 07 45.     (N)    076 19 59.     (W)     SCALED    
 PJ0088* NAVD 88     -        78.868  (meters)     258.75   (feet)  ADJUSTED  
 PJ0088  ___________________________________________________________________
 PJ0088  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PJ0088  DYNAMIC HT  -          78.857 (meters)     258.72  (feet)  COMP
 PJ0088  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 PJ0088
 PJ0088  VERT ORDER  -  SECOND    CLASS I
 PJ0088
 PJ0088.The horizontal coordinates were scaled from a topographic map and have
 PJ0088.an estimated accuracy of +/- 6 seconds.
 PJ0088
 PJ0088.The orthometric height was determined by differential leveling
 PJ0088.and adjusted by the National Geodetic Survey in November 2004..
 PJ0088
 PJ0088.This Tidal Bench Mark is designated as VM 12673
 PJ0088.by the Center for Operational Oceanographic Products and Services.
 PJ0088
 PJ0088.The geoid height was determined by GEOID03.
 PJ0088
 PJ0088.The dynamic height is computed by dividing the NAVD 88
 PJ0088.geopotential number by the normal gravity value computed on the
 PJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0088.degrees latitude (g = 980.6199 gals.).
 PJ0088
 PJ0088.The modeled gravity was interpolated from observed gravity values.
 PJ0088
 PJ0088;                    North         East    Units  Estimated Accuracy
 PJ0088;SPC NY C     -   458,650.      270,030.      MT  (+/- 180 meters Scaled)
 PJ0088
 PJ0088                          SUPERSEDED SURVEY CONTROL
 PJ0088
 PJ0088  NAVD 88 (03/04/99)   78.869  (m)          258.76   (f) UNKNOWN     2 1
 PJ0088  NAVD 88 (06/15/91)   78.826  (m)          258.62   (f) UNKNOWN     1 0
 PJ0088  NGVD 29 (??/??/92)   78.97   (m)          259.1    (f) COMPUTED    1 0
 PJ0088
 PJ0088.Superseded values are not recommended for survey control.
 PJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0088.See file dsdata.txt to determine how the superseded data were derived.
 PJ0088
 PJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP933870(NAD 83)
 PJ0088_MARKER: Z = SEE DESCRIPTION
 PJ0088_SETTING: 80 = SET IN A BOULDER
 PJ0088_SP_SET: BOULDER
 PJ0088_MARK LOGO: NONE  
 PJ0088_PROJECTION: FLUSH
 PJ0088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0088+STABILITY: SURFACE MOTION
 PJ0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0088+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 PJ0088
 PJ0088  HISTORY     - Date     Condition        Report By
 PJ0088  HISTORY     - 1951     MONUMENTED       CGS
 PJ0088  HISTORY     - 1951     GOOD             NGS
 PJ0088  HISTORY     - 19930828 GOOD             NOS
 PJ0088  HISTORY     - 19940828 POOR             USPSQD
 PJ0088  HISTORY     - 19950530 GOOD             NOS
 PJ0088  HISTORY     - 19970719 GOOD             NOS
 PJ0088  HISTORY     - 19980603 GOOD             NOS
 PJ0088  HISTORY     - 19990419 GOOD             NOS
 PJ0088  HISTORY     - 20000927 GOOD             NOS
 PJ0088  HISTORY     - 20010624 GOOD             NOS
 PJ0088  HISTORY     - 20010624 GOOD             NOS
 PJ0088  HISTORY     - 20020809 GOOD             NOS
 PJ0088  HISTORY     - 20050531 GOOD             USPSQD
 PJ0088
 PJ0088                          STATION DESCRIPTION
 PJ0088
 PJ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 PJ0088'AT CAPE VINCENT.
 PJ0088'HONOR BM IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, NEAR THE
 PJ0088'INTERSECTION OF BROADWAY AND ESSELTYNE STREETS, JUST NORTH OF
 PJ0088'BROADWAY, ON THE CENTERLINE OF ESSELTYNE, AT SOUTH END OF A TRAFFIC
 PJ0088'ISLAND, ON RIVER FACE OF LARGE GRANITE MEMORIAL BOULDER, 2.5 FEET
 PJ0088'DOWNRIVER FROM EDGE OF THE BOULDER, ABOUT 3-1/2 FEET ABOVE THE
 PJ0088'STONE WALK, BEING THE HIGHEST UNMARKED POINT ON TOP OF UPRIVER
 PJ0088'CORNER OF A BRASS PLAQUE COMMEMORATING WORLD WAR II VETERANS SET
 PJ0088'INTO THE BOULDER.
 PJ0088
 PJ0088                          STATION RECOVERY (1993)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RDJ)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (1994)
 PJ0088
 PJ0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0088'MARK RECOVERED IN POOR CONDITION.
 PJ0088
 PJ0088                          STATION RECOVERY (1995)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 PJ0088'HONOR BM IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, NEAR THE
 PJ0088'INTERSECTION OF BROADWAY AND ESSELTYNE STREETS, JUST NORTH OF
 PJ0088'BROADWAY, ON THE CENTERLINE OF ESSELTYNE, AT SOUTH END OF A TRAFFIC
 PJ0088'ISLAND, ON RIVER FACE OF LARGE GRANITE MEMORIAL BOULDER, 2.5 FEET (0.8
 PJ0088'M) DOWNRIVER FROM EDGE OF THE BOULDER, ABOUT 3.5 FEET (1.1 M) ABOVE
 PJ0088'THE STONE WALK, BEING THE HIGHEST UNMARKED POINT ON TOP OF UPRIVER
 PJ0088'CORNER OF A BRASS PLAQUE COMMEMORATING WORLD WAR II VETERANS SET INTO
 PJ0088'THE BOULDER.
 PJ0088
 PJ0088                          STATION RECOVERY (1997)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (1998)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (1999)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (2000)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (2001)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (2001)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 PJ0088'RECOVERED AS DESCRIBED.
 PJ0088
 PJ0088                          STATION RECOVERY (2002)
 PJ0088
 PJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PJ0088'RECOVERED IN GOOD CONDITION.  ADD-- 1.631 METERS (5.351 FT) WEST OF
 PJ0088'THE EAST EDGE OF THE BOULDER, 0.8 METERS (2.6 FT) EAST OF THE WEST
 PJ0088'EDGE OF BOULDER.
 PJ0088
 PJ0088                          STATION RECOVERY (2005)
 PJ0088
 PJ0088'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0088'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6280 ***********************************************************************
 AC6280  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6280  DESIGNATION -  905 2000 ROXY
 AC6280  PID         -  AC6280
 AC6280  STATE/COUNTY-  NY/JEFFERSON
 AC6280  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 AC6280
 AC6280                         *CURRENT SURVEY CONTROL
 AC6280  ___________________________________________________________________
 AC6280* NAD 83(1986)-  44 07 44.     (N)    076 20 15.     (W)     SCALED    
 AC6280* NAVD 88     -        80.108  (meters)     262.82   (feet)  ADJUSTED  
 AC6280  ___________________________________________________________________
 AC6280  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AC6280  DYNAMIC HT  -          80.097 (meters)     262.78  (feet)  COMP
 AC6280  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 AC6280
 AC6280  VERT ORDER  -  SECOND    CLASS I
 AC6280
 AC6280.The horizontal coordinates were scaled from a topographic map and have
 AC6280.an estimated accuracy of +/- 6 seconds.
 AC6280
 AC6280.The orthometric height was determined by differential leveling
 AC6280.and adjusted by the National Geodetic Survey in April 1997..
 AC6280
 AC6280.This Tidal Bench Mark is designated as VM 12670
 AC6280.by the Center for Operational Oceanographic Products and Services.
 AC6280
 AC6280.The geoid height was determined by GEOID03.
 AC6280
 AC6280.The dynamic height is computed by dividing the NAVD 88
 AC6280.geopotential number by the normal gravity value computed on the
 AC6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6280.degrees latitude (g = 980.6199 gals.).
 AC6280
 AC6280.The modeled gravity was interpolated from observed gravity values.
 AC6280
 AC6280;                    North         East    Units  Estimated Accuracy
 AC6280;SPC NY C     -   458,620.      269,670.      MT  (+/- 180 meters Scaled)
 AC6280
 AC6280                          SUPERSEDED SURVEY CONTROL
 AC6280
 AC6280.No superseded survey control is available for this station.
 AC6280
 AC6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP929870(NAD 83)
 AC6280_MARKER: B = BOLT
 AC6280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC6280_SP_SET: BUILDING WALL
 AC6280_STAMPING: BM
 AC6280_MARK LOGO: NONE  
 AC6280_PROJECTION: FLUSH
 AC6280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6280+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 AC6280
 AC6280  HISTORY     - Date     Condition        Report By
 AC6280  HISTORY     - 1973     MONUMENTED       NOS
 AC6280  HISTORY     - 19940627 GOOD             NOS
 AC6280  HISTORY     - 19950530 GOOD             NOS
 AC6280  HISTORY     - 19970719 GOOD             NOS
 AC6280  HISTORY     - 19980603 GOOD             NOS
 AC6280  HISTORY     - 19990419 GOOD             NOS
 AC6280  HISTORY     - 20000927 GOOD             NOS
 AC6280  HISTORY     - 20010624 GOOD             NOS
 AC6280  HISTORY     - 20010624 GOOD             NOS
 AC6280  HISTORY     - 20020809 GOOD             NOS
 AC6280  HISTORY     - 20050531 GOOD             USPSQD
 AC6280
 AC6280                          STATION DESCRIPTION
 AC6280
 AC6280'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AC6280'IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT NORTHWEST CORNER OF
 AC6280'INTERSECTION OF BROADWAY AND MARKET STREETS, 3.1 FEET (0.9 M)
 AC6280'NORTHEAST OF SOUTHWEST CORNER AND IN SOUTHEAST FACE OF THE ROXY HOTEL,
 AC6280'4.25 FEET (1.30 M) ABOVE THE SIDEWALK, BEING HORIZONTAL LINE OF 1/2 X
 AC6280'3/4-INCH RECTANGULAR HEADED BRASS BOLT WITH ROUNDED CORNERS SET INTO
 AC6280'THE WALL (STAMPED B.M.).
 AC6280
 AC6280                          STATION RECOVERY (1995)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6280'IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT NORTHEAST CORNER OF
 AC6280'INTERSECTION OF BROADWAY AND MARKET STREETS, 3.1 FEET (0.9 M) EAST OF
 AC6280'SOUTHWEST CORNER AND IN SOUTH FACE OF THE ROXY HOTEL, 4.25 FEET (1.30
 AC6280'M) ABOVE THE SIDEWALK, BEING HORIZONTAL LINE OF 1/2 X 3/4-INCH
 AC6280'RECTANGULAR HEADED BRASS BOLT WITH ROUNDED CORNERS SET INTO THE WALL
 AC6280'(STAMPED B.M.) .
 AC6280
 AC6280                          STATION RECOVERY (1997)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6280'IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT NORTHEAST CORNER OF
 AC6280'INTERSECTION OF BROADWAY AND MARKET STREETS, 1.30 METERS (4.27 FT)
 AC6280'ABOVE THE SIDEWALK, 0.9 METERS (3.0 FT) EAST OF SOUTHWEST CORNER AND
 AC6280'IN SOUTH FACE OF THE ROXY HOTEL, 0.26 METERS (0.85 FT) WEST OF THE
 AC6280'MOST WESTERN EDGE OF MOST WESTERN WINDOW ON SOUTH FACE OF BLDG BEING
 AC6280'HORIZONTAL LINE OF 1/2 X 3/4-INCH RECTANGULAR HEADED BRASS BOLT WITH
 AC6280'ROUNDED CORNERS SET INTO THE WALL (STAMPED B.M.) .
 AC6280
 AC6280                          STATION RECOVERY (1998)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6280'RECOVERED AS DESCRIBED.
 AC6280
 AC6280                          STATION RECOVERY (1999)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AC6280'RECOVERED AS DESCRIBED.
 AC6280
 AC6280                          STATION RECOVERY (2000)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AC6280'RECOVERED IN GOOD CONDITION.  NOTE--ADD 0.26 M (0.85 FT) WEST OF THE
 AC6280'MOST WESTERN EDGE OF MOST WESTERN WINDOW ON SOUTH FACE OF BUILDING.
 AC6280
 AC6280                          STATION RECOVERY (2001)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 AC6280'RECOVERED AS DESCRIBED.
 AC6280
 AC6280                          STATION RECOVERY (2001)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 AC6280'RECOVERED AS DESCRIBED.
 AC6280
 AC6280                          STATION RECOVERY (2002)
 AC6280
 AC6280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AC6280'RECOVERED AS DESCRIBED.
 AC6280
 AC6280                          STATION RECOVERY (2005)
 AC6280
 AC6280'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 AC6280'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0650 ***********************************************************************
 OF0650  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0650  DESIGNATION -  905 2030 BLUFF
 OF0650  PID         -  OF0650
 OF0650  STATE/COUNTY-  NY/OSWEGO
 OF0650  USGS QUAD   -  OSWEGO WEST (1978)
 OF0650
 OF0650                         *CURRENT SURVEY CONTROL
 OF0650  ___________________________________________________________________
 OF0650* NAD 83(1986)-  43 27 58.     (N)    076 30 37.     (W)     SCALED    
 OF0650* NAVD 88     -        87.521  (meters)     287.14   (feet)  ADJUSTED  
 OF0650  ___________________________________________________________________
 OF0650  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0650  DYNAMIC HT  -          87.503 (meters)     287.08  (feet)  COMP
 OF0650  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 OF0650
 OF0650  VERT ORDER  -  FIRST     CLASS II
 OF0650
 OF0650.The horizontal coordinates were scaled from a topographic map and have
 OF0650.an estimated accuracy of +/- 6 seconds.
 OF0650
 OF0650.The orthometric height was determined by differential leveling
 OF0650.and adjusted by the National Geodetic Survey in June 1991..
 OF0650
 OF0650.This Tidal Bench Mark is designated as VM 1274
 OF0650.by the Center for Operational Oceanographic Products and Services.
 OF0650
 OF0650.The geoid height was determined by GEOID03.
 OF0650
 OF0650.The dynamic height is computed by dividing the NAVD 88
 OF0650.geopotential number by the normal gravity value computed on the
 OF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0650.degrees latitude (g = 980.6199 gals.).
 OF0650
 OF0650.The modeled gravity was interpolated from observed gravity values.
 OF0650
 OF0650;                    North         East    Units  Estimated Accuracy
 OF0650;SPC NY C     -   384,950.      255,910.      MT  (+/- 180 meters Scaled)
 OF0650
 OF0650                          SUPERSEDED SURVEY CONTROL
 OF0650
 OF0650  NGVD 29 (??/??/92)   87.72   (m)          287.8    (f) COMPUTED    1 2
 OF0650
 OF0650.Superseded values are not recommended for survey control.
 OF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0650.See file dsdata.txt to determine how the superseded data were derived.
 OF0650
 OF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP778136(NAD 83)
 OF0650_MARKER: Z = SEE DESCRIPTION
 OF0650_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OF0650_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OF0650_MARK LOGO: NONE  
 OF0650_PROJECTION: FLUSH
 OF0650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF0650+STABILITY: POSITION/ELEVATION WELL
 OF0650
 OF0650  HISTORY     - Date     Condition        Report By
 OF0650  HISTORY     - 1968     MONUMENTED       USLS
 OF0650  HISTORY     - 1968     GOOD             NGS
 OF0650  HISTORY     - 19860805 GOOD             NOS
 OF0650  HISTORY     - 19950602 GOOD             NOS
 OF0650  HISTORY     - 19970629 GOOD             NOS
 OF0650  HISTORY     - 19970629 GOOD             NOS
 OF0650  HISTORY     - 19980608 GOOD             NOS
 OF0650  HISTORY     - 19990422 GOOD             NOS
 OF0650  HISTORY     - 20010629 GOOD             NOS
 OF0650  HISTORY     - 20020628 GOOD             NOS
 OF0650
 OF0650                          STATION DESCRIPTION
 OF0650
 OF0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0650'AT OSWEGO.
 OF0650'BLUFF IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE OF
 OF0650'THE OSWEGO RIVER, ON NORTHERLY SIDE OF FORT ONTARIO, ON LINE WITH
 OF0650'NORTHWEST FACE OF MOST NORTHWESTERLY CORNER OF FORT, 192.0 FEET
 OF0650'WEST OF SOUTHWEST CORNER OF TRIANGULAR FOUNDATION SUPPORTING A
 OF0650'CANNON, 36.7 FEET NORTH OF NORTHWEST CORNER OF FORT, 15.0 FEET NORTH
 OF0650'OF NORTH EDGE OF SIDEWALK, ABOUT 15 FEET SOUTH OF EDGE OF BLUFF,
 OF0650'1 1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 OF0650'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED
 OF0650'STEEL PIPE, 18.5 FEET LONG. THE PIPE IS ENCASED IN A 1-INCH DIAMETER
 OF0650'STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 OF0650'PIPE, WITH COVER 1 FOOT BELOW THE GROUND SURFACE.
 OF0650
 OF0650                          STATION RECOVERY (1986)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 OF0650'BLUFF IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE OF THE
 OF0650'OSWEGO RIVER, ON NORTHERLY SIDE OF FORT ONTARIO, ON LINE WITH
 OF0650'NORTHWEST FACE OF MOST NORTHWESTERLY CORNER OF FORT, 192.0 FEET (58.5
 OF0650'M) WEST OF SOUTHWEST CORNER OF TRIANGULAR FOUNDATION SUPPORTING A
 OF0650'CANNON, 36.7 FEET (11.2 M) NORTH OF NORTHWEST CORNER OF FORT, 15.0
 OF0650'FEET (4.6 M) NORTH OF NORTH EDGE OF SIDEWALK, ABOUT 15 FEET (4.6 M)
 OF0650'SOUTH OF EDGE OF BLUFF, 1.5 FEET (0.5 M) BELOW THE GROUND SURFACE,
 OF0650'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 OF0650'3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 18.5 FEET (5.6 M) LONG.  THE
 OF0650'PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS
 OF0650'PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER 1 FOOT (0.3
 OF0650'M) BELOW THE GROUND SURFACE.
 OF0650
 OF0650                          STATION RECOVERY (1995)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF0650'RECOVERED AS DESCRIBED.
 OF0650
 OF0650                          STATION RECOVERY (1997)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0650'RECOVERED IN GOOD CONDITION.  ADD--122 FEET (37.2 M) WEST-NORTHWEST OF
 OF0650'WESTERLY MOST FENCE POST ALONG WALL.
 OF0650
 OF0650                          STATION RECOVERY (1997)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0650'RECOVERED AS DESCRIBED.
 OF0650
 OF0650                          STATION RECOVERY (1998)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0650'RECOVERED AS DESCRIBED.
 OF0650
 OF0650                          STATION RECOVERY (1999)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF0650'RECOVERED AS DESCRIBED.
 OF0650
 OF0650                          STATION RECOVERY (2001)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0650'RECOVERED AS DESCRIBED.
 OF0650
 OF0650                          STATION RECOVERY (2002)
 OF0650
 OF0650'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0650'RECOVERED IN GOOD CONDITION. ADD--122 FEET (37.2 M) WEST-NORTHWEST OF
 OF0650'WESTERLY MOST FENCE POST ALONG WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0654 ***********************************************************************
 OF0654  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0654  DESIGNATION -  905 2030 E
 OF0654  PID         -  OF0654
 OF0654  STATE/COUNTY-  NY/OSWEGO
 OF0654  USGS QUAD   -  OSWEGO WEST (1978)
 OF0654
 OF0654                         *CURRENT SURVEY CONTROL
 OF0654  ___________________________________________________________________
 OF0654* NAD 83(1986)-  43 27 51.     (N)    076 30 36.     (W)     SCALED    
 OF0654* NAVD 88     -        76.618  (meters)     251.37   (feet)  ADJUSTED  
 OF0654  ___________________________________________________________________
 OF0654  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0654  DYNAMIC HT  -          76.603 (meters)     251.32  (feet)  COMP
 OF0654  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 OF0654
 OF0654  VERT ORDER  -  FIRST     CLASS II
 OF0654
 OF0654.The horizontal coordinates were scaled from a topographic map and have
 OF0654.an estimated accuracy of +/- 6 seconds.
 OF0654
 OF0654.The orthometric height was determined by differential leveling
 OF0654.and adjusted by the National Geodetic Survey in June 1991..
 OF0654
 OF0654.This Tidal Bench Mark is designated as VM 1277
 OF0654.by the Center for Operational Oceanographic Products and Services.
 OF0654
 OF0654.The geoid height was determined by GEOID03.
 OF0654
 OF0654.The dynamic height is computed by dividing the NAVD 88
 OF0654.geopotential number by the normal gravity value computed on the
 OF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0654.degrees latitude (g = 980.6199 gals.).
 OF0654
 OF0654.The modeled gravity was interpolated from observed gravity values.
 OF0654
 OF0654;                    North         East    Units  Estimated Accuracy
 OF0654;SPC NY C     -   384,740.      255,930.      MT  (+/- 180 meters Scaled)
 OF0654
 OF0654                          SUPERSEDED SURVEY CONTROL
 OF0654
 OF0654  NGVD 29 (??/??/92)   76.82   (m)          252.0    (f) COMPUTED    1 2
 OF0654
 OF0654.Superseded values are not recommended for survey control.
 OF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0654.See file dsdata.txt to determine how the superseded data were derived.
 OF0654
 OF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP778134(NAD 83)
 OF0654_MARKER: DD = SURVEY DISK
 OF0654_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OF0654+WITH SETTING: PAVEMENT
 OF0654_SP_SET: DOCK BUILDING
 OF0654_MARK LOGO: USLS  
 OF0654_PROJECTION: FLUSH
 OF0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0654+STABILITY: SURFACE MOTION
 OF0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0654+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 OF0654
 OF0654  HISTORY     - Date     Condition        Report By
 OF0654  HISTORY     - 1968     MONUMENTED       USE
 OF0654  HISTORY     - 1968     GOOD             NGS
 OF0654  HISTORY     - 19930823 GOOD             NOS
 OF0654  HISTORY     - 19950602 GOOD             NOS
 OF0654  HISTORY     - 19970630 GOOD             NOS
 OF0654  HISTORY     - 19980608 GOOD             NOS
 OF0654  HISTORY     - 19990422 GOOD             NOS
 OF0654  HISTORY     - 20000927 GOOD             NOS
 OF0654  HISTORY     - 20010623 GOOD             NOS
 OF0654  HISTORY     - 20010623 GOOD             NOS
 OF0654  HISTORY     - 20020627 GOOD             NOS
 OF0654  HISTORY     - 20050807 GOOD             NGS
 OF0654
 OF0654                          STATION DESCRIPTION
 OF0654
 OF0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0654'AT OSWEGO.
 OF0654'E A BENCHMARK ESTABLISHED BY CORPS OF ENGINERS, BUFFALO DISTRICT, IS
 OF0654'AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE OF THE OSWEGO
 OF0654'RIVER, ON LINE WITH SOUTHERLY FACE OF THE OSWEGO PORT AUTHORITYY
 OF0654'WAREHOUSE, 47.5 FEET WESTERLY OF THE SOUTHWEST CORNER OF WAREHOUSE,
 OF0654'2.0 FEET EAST OF DOCK FACE, BEING HIGHEST POINT OVER CROSS AT CENTER
 OF0654'OF BRONZE DISC SET INTO THE CONCRETE.
 OF0654
 OF0654                          STATION RECOVERY (1993)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RDJ)
 OF0654'E A BENCHMARK ESTABLISHED BY CORPS OF ENGINERS, BUFFALO DISTRICT, IS
 OF0654'AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE OF THE OSWEGO
 OF0654'RIVER, ON LINE WITH SOUTHERLY FACE OF THE OSWEGO PORT AUTHORITYY
 OF0654'WAREHOUSE, 47.5 FEET (14.5 M) WESTERLY OF THE SOUTHWEST CORNER OF
 OF0654'WAREHOUSE, 2.0 FEET (0.6 M) EAST OF DOCK FACE, BEING HIGHEST POINT
 OF0654'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 OF0654
 OF0654                          STATION RECOVERY (1995)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF0654'E A BENCHMARK ESTABLISHED BY CORPS OF ENGINERS, BUFFALO DISTRICT, IS
 OF0654'AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE OF THE OSWEGO
 OF0654'RIVER, ON LINE WITH SOUTHERLY FACE OF THE OSWEGO PORT AUTHORITYY
 OF0654'WAREHOUSE, 47.5 FEET (14.5 M) WESTERLY OF THE SOUTHWEST CORNER OF
 OF0654'WAREHOUSE, 2.0 FEET (0.6 M) EAST OF DOCK FACE, BEING HIGHEST POINT
 OF0654'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 OF0654
 OF0654                          STATION RECOVERY (1997)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (1998)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (1999)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (2000)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (2001)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (2001)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (2002)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0654'RECOVERED AS DESCRIBED.
 OF0654
 OF0654                          STATION RECOVERY (2005)
 OF0654
 OF0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OF0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9231 ***********************************************************************
 AH9231  FBN         -  This is a Federal Base Network Control Station.
 AH9231  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9231  DESIGNATION -  905 2030 J
 AH9231  PID         -  AH9231
 AH9231  STATE/COUNTY-  NY/OSWEGO
 AH9231  USGS QUAD   -  OSWEGO WEST (1978)
 AH9231
 AH9231                         *CURRENT SURVEY CONTROL
 AH9231  ___________________________________________________________________
 AH9231* NAD 83(1997)-  43 27 58.81874(N)    076 30 38.65404(W)     ADJUSTED  
 AH9231* NAVD 88     -        76.741  (meters)     251.77   (feet)  ADJUSTED  
 AH9231  ___________________________________________________________________
 AH9231  X           -   1,081,523.682 (meters)                     COMP
 AH9231  Y           -  -4,508,592.326 (meters)                     COMP
 AH9231  Z           -   4,365,277.068 (meters)                     COMP
 AH9231  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AH9231  ELLIP HEIGHT-          41.95  (meters)          (09/18/02) GPS OBS
 AH9231  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AH9231  DYNAMIC HT  -          76.725 (meters)     251.72  (feet)  COMP
 AH9231  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 AH9231
 AH9231  HORZ ORDER  -  A
 AH9231  VERT ORDER  -  SECOND    CLASS I
 AH9231  ELLP ORDER  -  FOURTH    CLASS II
 AH9231
 AH9231.The horizontal coordinates were established by GPS observations
 AH9231.and adjusted by the National Geodetic Survey in May 1999..
 AH9231
 AH9231.The orthometric height was determined by differential leveling
 AH9231.and adjusted by the National Geodetic Survey in November 2004..
 AH9231
 AH9231.This Tidal Bench Mark is designated as VM 17014
 AH9231.by the Center for Operational Oceanographic Products and Services.
 AH9231
 AH9231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9231
 AH9231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9231
 AH9231.The ellipsoidal height was determined by GPS observations
 AH9231.and is referenced to NAD 83.
 AH9231
 AH9231.The geoid height was determined by GEOID03.
 AH9231
 AH9231.The dynamic height is computed by dividing the NAVD 88
 AH9231.geopotential number by the normal gravity value computed on the
 AH9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9231.degrees latitude (g = 980.6199 gals.).
 AH9231
 AH9231.The modeled gravity was interpolated from observed gravity values.
 AH9231
 AH9231;                    North         East     Units Scale Factor Converg.
 AH9231;SPC NY C     -   384,978.295   255,874.225   MT  0.99993792   +0 02 59.8
 AH9231;SPC NY C     - 1,263,049.62    839,480.69   sFT  0.99993792   +0 02 59.8
 AH9231;UTM  18      - 4,813,711.460   377,796.851   MT  0.99978369   -1 02 21.9
 AH9231
 AH9231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9231!SPC NY C     -   0.99999342  x   0.99993792  =   0.99993134
 AH9231!UTM  18      -   0.99999342  x   0.99978369  =   0.99977711
 AH9231
 AH9231                          SUPERSEDED SURVEY CONTROL
 AH9231
 AH9231  ELLIP H (05/25/99)   41.98   (m)                       GP(       ) 3 1
 AH9231
 AH9231.Superseded values are not recommended for survey control.
 AH9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9231.See file dsdata.txt to determine how the superseded data were derived.
 AH9231
 AH9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP7779713711(NAD 83)
 AH9231_MARKER: F = FLANGE-ENCASED ROD
 AH9231_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9231_STAMPING: 2030 J 1997
 AH9231_MARK LOGO: NOS   
 AH9231_PROJECTION: RECESSED 2 CENTIMETERS
 AH9231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9231+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AH9231_ROD/PIPE-DEPTH: 3.44 meters
 AH9231_SLEEVE-DEPTH  : 1.22 meters
 AH9231
 AH9231  HISTORY     - Date     Condition        Report By
 AH9231  HISTORY     - 1997     MONUMENTED       NOS
 AH9231  HISTORY     - 19970629 GOOD             NOS
 AH9231  HISTORY     - 19980608 GOOD             NOS
 AH9231  HISTORY     - 19990422 GOOD             NOS
 AH9231  HISTORY     - 20000927 GOOD             NOS
 AH9231  HISTORY     - 20010623 GOOD             NOS
 AH9231  HISTORY     - 20010623 GOOD             NOS
 AH9231  HISTORY     - 20010725 GOOD             NGS
 AH9231  HISTORY     - 20020627 GOOD             NOS
 AH9231  HISTORY     - 20050808 GOOD             NGS
 AH9231
 AH9231                          STATION DESCRIPTION
 AH9231
 AH9231'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9231'2030 J IS AT OSWEGO, OSWEGO COUNTY, NY, ON THE EAST SIDE OF THE OSWEGO
 AH9231'RIVER, 0.65 MILE (1.05 KM) NORTH ON EAST FIRST STREET FROM ITS
 AH9231'JUNCTION WITH STATE ROUTE 104 (EAST BRIDGE STREET), PROCEED NORTH
 AH9231'THROUGH GATE TO THE NORTH SIDE OF THE PORT OF OSWEGO AUTHORITY
 AH9231'PROPERTY, LOCATED BETWEEN THE Y SPLIT OF RAILROAD TRACKS LEADING SOUTH
 AH9231'TO THE EAST SIDE OF THE PORT AUTHORITY WAREHOUSE AND THE OTHER LEADING
 AH9231'TO THE WEST SIDE OF THE WAREHOUSE (NOTE THE TRACKS ARE RARELY USED),
 AH9231'280.6 FEET (85.5 M) NORTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE,
 AH9231'140.7 FEET (42.9 M) WEST OF CENTER OF TRACK SWITCH, 24.6 FEET (7.5 M)
 AH9231'SOUTHEAST OF CHISELED X IN THE TOP OF THE END STEEL I BEAM FOR GUARD
 AH9231'RAIL, 13.15 FEET (4.01 M) SOUTHWEST OF CHISELED X IN SOUTH EDGE OF
 AH9231'SOUTH RAIL FOR THE MOST NORTHERN TRACK, 12.6 FEET (3.8 M) SOUTHEAST OF
 AH9231'CHISELED X IN SAME TRACK, 8.7 FEET (2.7 M) SOUTH OF CHISELED X IN SAME
 AH9231'TRACK, 19.7 FEET (6.0 M) NORTH OF CHISELED X IN NORTH EDGE OF NORTH
 AH9231'RAIL OF SOUTHERN TRACK, 0.6 FEET (18.3 CM) SOUTH OF A WITNESS POST,
 AH9231'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL ROD, THE ROD IS 2 CM
 AH9231'BELOW GROUND WITH ALUMINUM ACCESS COVER FLUSH WITH GROUND.
 AH9231
 AH9231                          STATION RECOVERY (1997)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9231'RECOVERED AS DESCRIBED.
 AH9231
 AH9231                          STATION RECOVERY (1998)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH9231'RECOVERED AS DESCRIBED.
 AH9231
 AH9231                          STATION RECOVERY (1999)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AH9231'RECOVERED AS DESCRIBED.
 AH9231
 AH9231                          STATION RECOVERY (2000)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AH9231'RECOVERED IN GOOD CONDITION.  NOTE--OWENER OF PROPERTY HAS PUT A HEAVY
 AH9231'STEEL CULVERT OPENING WITH LID OVER BENCH MARK.
 AH9231
 AH9231                          STATION RECOVERY (2001)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 AH9231'RECOVERED AS DESCRIBED.
 AH9231
 AH9231                          STATION RECOVERY (2001)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 AH9231'RECOVERED AS DESCRIBED.
 AH9231
 AH9231                          STATION RECOVERY (2001)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 AH9231'THE STATION 2030 J IS AT OSWEGO, OSWEGO COUNTY, NY, AT THE NORTH END
 AH9231'OF PORT OF OSWEGO AUTHORITY PROPERTY, IN THE TOWN OF OSWEGO.  AND .7
 AH9231'MI (1.1 KM) NORTH OF STATE ROUTE 104 (EAST BRIDGE STREET) , TO REACH
 AH9231'FROM THE JUNCTION OF STATE ROUTE 104 AND EAST FIRST STREET, TURN NORTH
 AH9231'OFF OF ROUTE 104 ONTO EAST FIRST STREET, CONTINUE AHEAD NORTH FOR .1
 AH9231'MI (0.2 KM) TO A TRAFFIC LIGHT, CONTINUE NORTH FOR .4 MI (0.6 KM) TO
 AH9231'THE GATE OF THE PORT AUTHORITY WAREHOUSE, PASS THROUGH GATE CONTINUE
 AH9231'NORTH FOR .2 MI (0.3 KM) TO A CURVE IN THE ROAD AND THE STATION, THE
 AH9231'MARK IS LOCATED BETWEEN THE Y SPLIT OF RAILROAD TRACKS LEADING SOUTH
 AH9231'TO THE EAST SIDE OF THE PORT AUTHORITY WAREHOUSE AND THE OTHER LEADING
 AH9231'TO THE WEST SIDE OF THE WAREHOUSE ( NOTE TRACKS ARE RARELY USED) ,
 AH9231'280.6 FT (85.5 M) NORTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE,
 AH9231'140.7 FT (42.9 M) WEST OF CENTER OF TRACK SWITCH, 7 M (23.0 FT) EAST
 AH9231'SOUTHEAST OF GAURDRAIL END, 2.3 M (7.5 FT) SOUTH OF SOUTHERN RAIL
 AH9231'RUNNING EAST WEST, 6.2 M (20.3 FT) NORTH OF NORTHERN RAIL RUNNING
 AH9231'SOUTH WEST, THE MARK IS NOW UNDER A STEEL MANHOLE COVER ( NOTE PRY BAR
 AH9231'IS NEEDED TO GAIN ACCESS TO MARK ), THE ROD IS 2 CM BELOW GROUND WITH
 AH9231'ALUMINUM ACCESS COVER FLUSH WITH GROUND.  (NOTE) CONTACT GEORGE
 AH9231'NESBITT MAINTENANCE LEADER FOR BAR TO REMOVE COVER. PHONE (315)
 AH9231'343-4503
 AH9231
 AH9231                          STATION RECOVERY (2002)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 AH9231'RECOVERED IN GOOD CONDITION.  ADD--THE ROD IS 2 CM BELOW GROUND WITH
 AH9231'ALUMINUM ACCESS COVER FLUSH WITH GROUND.
 AH9231
 AH9231                          STATION RECOVERY (2005)
 AH9231
 AH9231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH9231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0658 ***********************************************************************
 OF0658  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0658  DESIGNATION -  905 2030 LAKE
 OF0658  PID         -  OF0658
 OF0658  STATE/COUNTY-  NY/OSWEGO
 OF0658  USGS QUAD   -  OSWEGO WEST (1978)
 OF0658
 OF0658                         *CURRENT SURVEY CONTROL
 OF0658  ___________________________________________________________________
 OF0658* NAD 83(1986)-  43 28 00.     (N)    076 30 34.     (W)     SCALED    
 OF0658* NAVD 88     -        77.503  (meters)     254.27   (feet)  ADJUSTED  
 OF0658  ___________________________________________________________________
 OF0658  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0658  DYNAMIC HT  -          77.487 (meters)     254.22  (feet)  COMP
 OF0658  MODELED GRAV-     980,415.3   (mgal)                       NAVD 88
 OF0658
 OF0658  VERT ORDER  -  FIRST     CLASS II
 OF0658
 OF0658.The horizontal coordinates were scaled from a topographic map and have
 OF0658.an estimated accuracy of +/- 6 seconds.
 OF0658
 OF0658.The orthometric height was determined by differential leveling
 OF0658.and adjusted by the National Geodetic Survey in June 1991..
 OF0658
 OF0658.This Tidal Bench Mark is designated as VM 1268
 OF0658.by the Center for Operational Oceanographic Products and Services.
 OF0658
 OF0658.The geoid height was determined by GEOID03.
 OF0658
 OF0658.The dynamic height is computed by dividing the NAVD 88
 OF0658.geopotential number by the normal gravity value computed on the
 OF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0658.degrees latitude (g = 980.6199 gals.).
 OF0658
 OF0658.The modeled gravity was interpolated from observed gravity values.
 OF0658
 OF0658;                    North         East    Units  Estimated Accuracy
 OF0658;SPC NY C     -   385,020.      255,980.      MT  (+/- 180 meters Scaled)
 OF0658
 OF0658                          SUPERSEDED SURVEY CONTROL
 OF0658
 OF0658  NGVD 29 (??/??/92)   77.700  (m)          254.92   (f) ADJ UNCH    1 2
 OF0658
 OF0658.Superseded values are not recommended for survey control.
 OF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0658.See file dsdata.txt to determine how the superseded data were derived.
 OF0658
 OF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP779137(NAD 83)
 OF0658_MARKER: F = FLANGE-ENCASED ROD
 OF0658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OF0658+WITH SETTING: INFORMATION.
 OF0658_SP_SET: IRON ROD
 OF0658_MARK LOGO: NONE  
 OF0658_PROJECTION: FLUSH
 OF0658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0658
 OF0658  HISTORY     - Date     Condition        Report By
 OF0658  HISTORY     - 1948     MONUMENTED       USLS
 OF0658  HISTORY     - 1968     GOOD             NGS
 OF0658  HISTORY     - 19940616 GOOD             NOS
 OF0658  HISTORY     - 19950602 GOOD             NOS
 OF0658  HISTORY     - 19970630 GOOD             NOS
 OF0658  HISTORY     - 19980608 GOOD             NOS
 OF0658  HISTORY     - 19990422 GOOD             NOS
 OF0658  HISTORY     - 20000927 GOOD             NOS
 OF0658  HISTORY     - 20010623 GOOD             NOS
 OF0658  HISTORY     - 20020627 GOOD             NOS
 OF0658
 OF0658                          STATION DESCRIPTION
 OF0658
 OF0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0658'AT OSWEGO.
 OF0658'LAKE IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF THE
 OF0658'RIVER, ABOUT 275 FEET NORTHEAST OF RUINS OF FORMER COAST GUARD
 OF0658'BOATHOUSE, BETWEEN RAILROAD TRACK AND STONE RETAINING WALL ALONG TOE
 OF0658'OF THE HILL, ABOUT 187 FEET NORTHEAST OF GATE IN A FENCE, 35.7 FEET
 OF0658'FROM STONE REVETMENT ALONG THE LAKE SHORE, 3.8 FEET FROM MOST
 OF0658'SOUTHEASTERLY RAIL OF THE TRACK, 1.0 FOOT FROM FACE OF THE STONE
 OF0658'RETAINING WALL, ON LINE OF ARROW CUT INTO SECOND COURSE OF STONE
 OF0658'FROM TOP OF THE RETAINING WALL, FLUSH WITH THE GROUND SURFACE,
 OF0658'BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 5 FEET
 OF0658'LONG.
 OF0658
 OF0658                          STATION RECOVERY (1994)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OF0658'LAKE IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF THE RIVER,
 OF0658'ABOUT 275 FEET (83.8 M) NORTHEAST OF RUINS OF FORMER COAST GUARD
 OF0658'BOATHOUSE, BETWEEN RAILROAD TRACK AND STONE RETAINING WALL ALONG TOE
 OF0658'OF THE HILL, ABOUT 187 FEET (57.0 M) NORTHEAST OF GATE IN A FENCE,
 OF0658'35.7 FEET (10.9 M) FROM STONE REVETMENT ALONG THE LAKE SHORE, 3.8 FEET
 OF0658'(1.2 M) FROM MOST SOUTHEASTERLY RAIL OF THE TRACK, 1.0 FOOT (0.3 M)
 OF0658'FROM FACE OF THE STONE RETAINING WALL, ON LINE OF ARROW CUT INTO
 OF0658'SECOND COURSE OF STONE FROM TOP OF THE RETAINING WALL, FLUSH WITH THE
 OF0658'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON
 OF0658'ROD, 5 FEET (1.5 M) LONG.
 OF0658
 OF0658                          STATION RECOVERY (1995)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF0658'RECOVERED AS DESCRIBED.
 OF0658
 OF0658                          STATION RECOVERY (1997)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0658'RECOVERED AS DESCRIBED.
 OF0658
 OF0658                          STATION RECOVERY (1998)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0658'RECOVERED AS DESCRIBED.
 OF0658
 OF0658                          STATION RECOVERY (1999)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF0658'RECOVERED AS DESCRIBED.
 OF0658
 OF0658                          STATION RECOVERY (2000)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 OF0658'RECOVERED AS DESCRIBED.
 OF0658
 OF0658                          STATION RECOVERY (2001)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OF0658'RECOVERED AS DESCRIBED.
 OF0658
 OF0658                          STATION RECOVERY (2002)
 OF0658
 OF0658'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0658'RECOVERED IN GOOD CONDITION.  ADD--BM HAS A 5 INCH SLEEVE WITH A
 OF0658'ALUMINUM COVER AND CONCRETE KICK BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0657 ***********************************************************************
 OF0657  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0657  DESIGNATION -  905 2030 OSWEGO
 OF0657  PID         -  OF0657
 OF0657  STATE/COUNTY-  NY/OSWEGO
 OF0657  USGS QUAD   -  OSWEGO WEST (1978)
 OF0657
 OF0657                         *CURRENT SURVEY CONTROL
 OF0657  ___________________________________________________________________
 OF0657* NAD 83(1986)-  43 27 55.     (N)    076 30 33.     (W)     SCALED    
 OF0657* NAVD 88     -        77.517  (meters)     254.32   (feet)  ADJUSTED  
 OF0657  ___________________________________________________________________
 OF0657  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0657  DYNAMIC HT  -          77.501 (meters)     254.27  (feet)  COMP
 OF0657  MODELED GRAV-     980,415.1   (mgal)                       NAVD 88
 OF0657
 OF0657  VERT ORDER  -  SECOND    CLASS I
 OF0657
 OF0657.The horizontal coordinates were scaled from a topographic map and have
 OF0657.an estimated accuracy of +/- 6 seconds.
 OF0657
 OF0657.The orthometric height was determined by differential leveling
 OF0657.and adjusted by the National Geodetic Survey in November 2004..
 OF0657
 OF0657.This Tidal Bench Mark is designated as VM 1272
 OF0657.by the Center for Operational Oceanographic Products and Services.
 OF0657
 OF0657.The geoid height was determined by GEOID03.
 OF0657
 OF0657.The dynamic height is computed by dividing the NAVD 88
 OF0657.geopotential number by the normal gravity value computed on the
 OF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0657.degrees latitude (g = 980.6199 gals.).
 OF0657
 OF0657.The modeled gravity was interpolated from observed gravity values.
 OF0657
 OF0657;                    North         East    Units  Estimated Accuracy
 OF0657;SPC NY C     -   384,860.      256,000.      MT  (+/- 180 meters Scaled)
 OF0657
 OF0657                          SUPERSEDED SURVEY CONTROL
 OF0657
 OF0657  NAVD 88 (04/02/97)   77.520  (m)          254.33   (f) UNKNOWN     1 2
 OF0657  NAVD 88 (06/15/91)   77.526  (m)          254.35   (f) UNKNOWN     1 2
 OF0657  NGVD 29 (??/??/92)   77.73   (m)          255.0    (f) COMPUTED    1 2
 OF0657
 OF0657.Superseded values are not recommended for survey control.
 OF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0657.See file dsdata.txt to determine how the superseded data were derived.
 OF0657
 OF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP779135(NAD 83)
 OF0657_MARKER: B = BOLT
 OF0657_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OF0657+WITH SETTING: PAVEMENT
 OF0657_SP_SET: DOCK
 OF0657_MARK LOGO: NONE  
 OF0657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0657+STABILITY: SURFACE MOTION
 OF0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0657+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 OF0657
 OF0657  HISTORY     - Date     Condition        Report By
 OF0657  HISTORY     - 1963     MONUMENTED       USLS
 OF0657  HISTORY     - 1968     GOOD             NGS
 OF0657  HISTORY     - 19940616 GOOD             NOS
 OF0657  HISTORY     - 19970630 GOOD             NOS
 OF0657  HISTORY     - 19980608 GOOD             NOS
 OF0657  HISTORY     - 19980609 GOOD             NOS
 OF0657  HISTORY     - 19980609 GOOD             NOS
 OF0657  HISTORY     - 20000927 GOOD             NOS
 OF0657  HISTORY     - 20010609 GOOD             NOS
 OF0657  HISTORY     - 20020627 GOOD             NOS
 OF0657  HISTORY     - 20050807 GOOD             NGS
 OF0657
 OF0657                          STATION DESCRIPTION
 OF0657
 OF0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0657'AT OSWEGO.
 OF0657'OSWEGO IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF OSWEGO
 OF0657'RIVER NEAR ITS MOUTH, NEAR NORTHEAST CORNER OF MAIN WAREHOUSE
 OF0657'BUILDING OCCUPIED BY PORT OF OSWEGO AUTHORITY, ON THE LOADING DOCK
 OF0657'WHICH IS ATTACHED TO EAST FACE OF BUILDING, 0.5 FOOT FROM THE
 OF0657'NORTHEAST BUILDING CORNER, ABOUT 4 FEET ABOVE THE GROUND, BEING
 OF0657'HIGHEST POINT OVER A 1/2-INCH DIAMETER STEEL CARRIAGE BOLT SET INTO
 OF0657'THE CONCRETE.
 OF0657
 OF0657                          STATION RECOVERY (1994)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OF0657'OSWEGO IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF OSWEGO
 OF0657'RIVER NEAR ITS MOUTH, NEAR NORTHEAST CORNER OF MAIN WAREHOUSE BUILDING
 OF0657'OCCUPIED BY PORT OF OSWEGO AUTHORITY, ON THE LOADING DOCK WHICH IS
 OF0657'ATTACHED TO EAST FACE OF BUILDING, 15.5 FEET (4.7 M) SOUTH OF THE
 OF0657'NORTH EDGE OF THE LOADING DOCK, 0.5 FOOT (15.2 CM) FROM THE NORTHEAST
 OF0657'BUILDING CORNER, LOADING DOCK IS ABOUT 4 FEET (1.2 M) ABOVE THE
 OF0657'GROUND, BEING HIGHEST POINT OVER A 1/2-INCH DIAMETER STEEL CARRIAGE
 OF0657'BOLT SET INTO THE CONCRETE.
 OF0657
 OF0657                          STATION RECOVERY (1997)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (1998)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (1998)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (1998)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (2000)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (2001)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (2002)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0657'RECOVERED AS DESCRIBED.
 OF0657
 OF0657                          STATION RECOVERY (2005)
 OF0657
 OF0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OF0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0652 ***********************************************************************
 OF0652  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0652  DESIGNATION -  905 2030 PARKING
 OF0652  PID         -  OF0652
 OF0652  STATE/COUNTY-  NY/OSWEGO
 OF0652  USGS QUAD   -  OSWEGO WEST (1978)
 OF0652
 OF0652                         *CURRENT SURVEY CONTROL
 OF0652  ___________________________________________________________________
 OF0652* NAD 83(1986)-  43 27 43.     (N)    076 30 39.     (W)     SCALED    
 OF0652* NAVD 88     -        77.321  (meters)     253.68   (feet)  ADJUSTED  
 OF0652  ___________________________________________________________________
 OF0652  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0652  DYNAMIC HT  -          77.305 (meters)     253.62  (feet)  COMP
 OF0652  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OF0652
 OF0652  VERT ORDER  -  SECOND    CLASS I
 OF0652
 OF0652.The horizontal coordinates were scaled from a topographic map and have
 OF0652.an estimated accuracy of +/- 6 seconds.
 OF0652
 OF0652.The orthometric height was determined by differential leveling
 OF0652.and adjusted by the National Geodetic Survey in November 2004..
 OF0652.No vertical observational check was made to the station.
 OF0652
 OF0652.This Tidal Bench Mark is designated as VM 1270
 OF0652.by the Center for Operational Oceanographic Products and Services.
 OF0652
 OF0652.The geoid height was determined by GEOID03.
 OF0652
 OF0652.The dynamic height is computed by dividing the NAVD 88
 OF0652.geopotential number by the normal gravity value computed on the
 OF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0652.degrees latitude (g = 980.6199 gals.).
 OF0652
 OF0652.The modeled gravity was interpolated from observed gravity values.
 OF0652
 OF0652;                    North         East    Units  Estimated Accuracy
 OF0652;SPC NY C     -   384,490.      255,870.      MT  (+/- 180 meters Scaled)
 OF0652
 OF0652                          SUPERSEDED SURVEY CONTROL
 OF0652
 OF0652  NAVD 88 (04/02/97)   77.325  (m)          253.69   (f) UNKNOWN     1 2
 OF0652  NAVD 88 (06/15/91)   77.349  (m)          253.77   (f) UNKNOWN     1 2
 OF0652  NGVD 29 (??/??/92)   77.55   (m)          254.4    (f) COMPUTED    1 2
 OF0652
 OF0652.Superseded values are not recommended for survey control.
 OF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0652.See file dsdata.txt to determine how the superseded data were derived.
 OF0652
 OF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP777132(NAD 83)
 OF0652_MARKER: Z = SEE DESCRIPTION
 OF0652_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OF0652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OF0652_MARK LOGO: NONE  
 OF0652_PROJECTION: FLUSH
 OF0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF0652+STABILITY: POSITION/ELEVATION WELL
 OF0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0652+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 OF0652
 OF0652  HISTORY     - Date     Condition        Report By
 OF0652  HISTORY     - 1968     MONUMENTED       USLS
 OF0652  HISTORY     - 1968     GOOD             NGS
 OF0652  HISTORY     - 19940616 GOOD             NOS
 OF0652  HISTORY     - 19950602 GOOD             NOS
 OF0652  HISTORY     - 19970629 GOOD             NOS
 OF0652  HISTORY     - 19970630 GOOD             NOS
 OF0652  HISTORY     - 19980608 GOOD             NOS
 OF0652  HISTORY     - 19990422 GOOD             NOS
 OF0652  HISTORY     - 20010629 GOOD             NOS
 OF0652  HISTORY     - 20020627 GOOD             NOS
 OF0652  HISTORY     - 20050807 GOOD             NGS
 OF0652
 OF0652                          STATION DESCRIPTION
 OF0652
 OF0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0652'AT OSWEGO.
 OF0652'PARKING IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE
 OF0652'OF OSWEGO RIVER, AT THE SOUTHEAST EDGE OF THE OSWEGO PORT AUTHORITYS
 OF0652'STORAGE YARD, 181.6 FEET NORTHEAST OF NORTHEAST CORNER AND IN LINE
 OF0652'WITH SOUTHEAST FACE OF MOST NORTHERLY OF TWO WAREHOUSES, 119,1 FEET
 OF0652'NORTHEAST OF NORTHEAST CORNER OF MOST SOUTHERLY OF THREE FLOOD-LIGHT
 OF0652'FOUNDATIONS, 87.8 FEET NORTH OF MOST NORTHERLY OF TWO GATE POSTS,
 OF0652'29.0 FEET NORTHWEST OF FENCE POST WITH ARROW CUT IN CONCRETE BASE,
 OF0652'1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OF0652'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 OF0652'PIPE, 15 FEET LONG. THE PIPE IS ENCASED IN A 1-INCH DIAMETER PIPE,
 OF0652'AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH
 OF0652'COVER JUST BELOW THE GROUND SURFACE.
 OF0652
 OF0652                          STATION RECOVERY (1994)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OF0652'PARKING IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON THE EAST SIDE OF
 OF0652'OSWEGO RIVER, AT THE SOUTHEAST EDGE OF THE OSWEGO PORT AUTHORITIES
 OF0652'STORAGE YARD, 181.6 FEET (55.4 M) NORTHEAST OF NORTHEAST CORNER AND IN
 OF0652'LINE WITH SOUTHEAST FACE OF MOST NORTHERLY OF TWO WAREHOUSES, 119.1
 OF0652'FEET (36.3 M) NORTHEAST OF NORTHEAST CORNER OF MOST SOUTHERLY OF THREE
 OF0652'FLOOD-LIGHT FOUNDATIONS, 112.2 FEET (34.2 M) WEST OF CENTERLINE OF
 OF0652'EAST STREET, 87.8 FEET (26.8 M) NORTH OF MOST NORTHERLY OF TWO GATE
 OF0652'POSTS, 29.0 FEET (8.8 M) NORTHWEST OF FENCE POST WITH ARROW CUT IN
 OF0652'CONCRETE BASE, 19.0 FEET (5.8 M) EAST OF MOST NORTHERLY FENCE POST OF
 OF0652'THE MOST SOUTHERLY POINT OF MOST SOUTHERLY LONG SALT WAREHOUSE, 4.7
 OF0652'FEET (1.4 M) SOUTH OF THE SOUTH END OF STORAGE BUILDING, 1.5 FOOT (0.5
 OF0652'M) BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 OF0652'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 15
 OF0652'FEET (4.6 M) LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER PIPE, AND
 OF0652'THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER
 OF0652'JUST BELOW THE GROUND SURFACE.  NOTE--OBSERVATIONS TO THIS MARK
 OF0652'INDICATE MOVEMENT.  CONSIDER STABILITY TO BE CLASS C, NOT CLASS A.
 OF0652
 OF0652                          STATION RECOVERY (1995)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF0652'RECOVERED AS DESCRIBED.
 OF0652
 OF0652                          STATION RECOVERY (1997)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0652'RECOVERED AS DESCRIBED.
 OF0652
 OF0652                          STATION RECOVERY (1997)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0652'RECOVERED AS DESCRIBED.
 OF0652
 OF0652                          STATION RECOVERY (1998)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0652'RECOVERED AS DESCRIBED.
 OF0652
 OF0652                          STATION RECOVERY (1999)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF0652'RECOVERED AS DESCRIBED.
 OF0652
 OF0652                          STATION RECOVERY (2001)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0652'RECOVERED AS DESCRIBED.
 OF0652
 OF0652                          STATION RECOVERY (2002)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0652'RECOVERED IN GOOD CONDITION.  ADD--THE MARK IS PROTECTED BY A 5 INCH
 OF0652'PVC SLEEVE WITH ALUMINUM COVER AND CONCRETE KICK BLOCK LEVEL WITH THE
 OF0652'GROUND SURFACE.
 OF0652
 OF0652                          STATION RECOVERY (2005)
 OF0652
 OF0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OF0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0656 ***********************************************************************
 OF0656  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0656  DESIGNATION -  905 2030 SON
 OF0656  PID         -  OF0656
 OF0656  STATE/COUNTY-  NY/OSWEGO
 OF0656  USGS QUAD   -  OSWEGO WEST (1978)
 OF0656
 OF0656                         *CURRENT SURVEY CONTROL
 OF0656  ___________________________________________________________________
 OF0656* NAD 83(1986)-  43 27 51.     (N)    076 30 36.     (W)     SCALED    
 OF0656* NAVD 88     -        77.522  (meters)     254.34   (feet)  ADJUSTED  
 OF0656  ___________________________________________________________________
 OF0656  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0656  DYNAMIC HT  -          77.507 (meters)     254.29  (feet)  COMP
 OF0656  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 OF0656
 OF0656  VERT ORDER  -  SECOND    CLASS I
 OF0656
 OF0656.The horizontal coordinates were scaled from a topographic map and have
 OF0656.an estimated accuracy of +/- 6 seconds.
 OF0656
 OF0656.The orthometric height was determined by differential leveling
 OF0656.and adjusted by the National Geodetic Survey in November 2004..
 OF0656
 OF0656.This Tidal Bench Mark is designated as VM 1276
 OF0656.by the Center for Operational Oceanographic Products and Services.
 OF0656
 OF0656.The geoid height was determined by GEOID03.
 OF0656
 OF0656.The dynamic height is computed by dividing the NAVD 88
 OF0656.geopotential number by the normal gravity value computed on the
 OF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0656.degrees latitude (g = 980.6199 gals.).
 OF0656
 OF0656.The modeled gravity was interpolated from observed gravity values.
 OF0656
 OF0656;                    North         East    Units  Estimated Accuracy
 OF0656;SPC NY C     -   384,740.      255,930.      MT  (+/- 180 meters Scaled)
 OF0656
 OF0656                          SUPERSEDED SURVEY CONTROL
 OF0656
 OF0656  NAVD 88 (03/04/99)   77.523  (m)          254.34   (f) UNKNOWN     2 1
 OF0656  NAVD 88 (06/15/91)   77.531  (m)          254.37   (f) UNKNOWN     1 2
 OF0656  NGVD 29 (??/??/92)   77.73   (m)          255.0    (f) COMPUTED    1 2
 OF0656
 OF0656.Superseded values are not recommended for survey control.
 OF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0656.See file dsdata.txt to determine how the superseded data were derived.
 OF0656
 OF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP778134(NAD 83)
 OF0656_MARKER: B = BOLT
 OF0656_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OF0656+WITH SETTING: PAVEMENT
 OF0656_SP_SET: LOADING DOCK
 OF0656_MARK LOGO: NONE  
 OF0656_PROJECTION: FLUSH
 OF0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0656+STABILITY: SURFACE MOTION
 OF0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0656+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 OF0656
 OF0656  HISTORY     - Date     Condition        Report By
 OF0656  HISTORY     - 1963     MONUMENTED       USLS
 OF0656  HISTORY     - 1968     GOOD             NGS
 OF0656  HISTORY     - 19930823 GOOD             NOS
 OF0656  HISTORY     - 19950602 GOOD             NOS
 OF0656  HISTORY     - 19970629 GOOD             NOS
 OF0656  HISTORY     - 19980608 GOOD             NOS
 OF0656  HISTORY     - 19980609 GOOD             NOS
 OF0656  HISTORY     - 20000927 GOOD             NOS
 OF0656  HISTORY     - 20010623 GOOD             NOS
 OF0656  HISTORY     - 20010623 GOOD             NOS
 OF0656  HISTORY     - 20020627 GOOD             NOS
 OF0656  HISTORY     - 20050807 GOOD             NGS
 OF0656
 OF0656                          STATION DESCRIPTION
 OF0656
 OF0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0656'AT OSWEGO.
 OF0656'SON IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF OSWEGO
 OF0656'RIVER NEAR ITS MOUTH, NEAR SOUTHEAST CORNER OF MAIN WAREHOUSE
 OF0656'BUILDING OCCUPIED BY PORT OF OSWEGO AUTHORITY, ON THE LOADING DOCK
 OF0656'WHICH IS ATTACHED TO EAST FACE OF BUILDING, 0.8 FOOT FROM THE
 OF0656'SOUTHEAST BUILDING CORNER, ABOUT 4 FEET ABOVE THE GROUND, BEING
 OF0656'HIGHEST POINT ON TOP OF A 1/4-INCH DIAMETER STEEL CARRIAGE-BOLT SET
 OF0656'INTO THE CONCRETE.
 OF0656
 OF0656                          STATION RECOVERY (1993)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RDJ)
 OF0656'SON IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF OSWEGO
 OF0656'RIVER NEAR ITS MOUTH, NEAR SOUTHEAST CORNER OF MAIN WAREHOUSE BUILDING
 OF0656'OCCUPIED BY PORT OF OSWEGO AUTHORITY, ON THE LOADING DOCK WHICH IS
 OF0656'ATTACHED TO EAST FACE OF BUILDING, 0.8 FOOT (24.4 CM) FROM THE
 OF0656'SOUTHEAST BUILDING CORNER, 15.0 FEET (4.6 M) NORTH OF THE SOUTH EDGE
 OF0656'OF LOADING DOCK, LOADING DOCK IS ABOUT 4 FEET (1.2 M) ABOVE THE
 OF0656'GROUND, BEING HIGHEST POINT ON TOP OF A 1/4-INCH DIAMETER STEEL
 OF0656'CARRIAGE-BOLT SET INTO THE CONCRETE.
 OF0656
 OF0656                          STATION RECOVERY (1995)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF0656'SON IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF OSWEGO
 OF0656'RIVER NEAR ITS MOUTH, NEAR SOUTHEAST CORNER OF MAIN WAREHOUSE BUILDING
 OF0656'OCCUPIED BY PORT OF OSWEGO AUTHORITY, ON THE LOADING DOCK WHICH IS
 OF0656'ATTACHED TO EAST FACE OF BUILDING, 0.8 FOOT (24.4 CM) FROM THE
 OF0656'SOUTHEAST BUILDING CORNER, 15.0 FEET (4.6 M) NORTH OF THE SOUTH EDGE
 OF0656'OF LOADING DOCK, LOADING DOCK IS ABOUT 4 FEET (1.2 M) ABOVE THE
 OF0656'GROUND, BEING HIGHEST POINT ON TOP OF A 1/4-INCH DIAMETER STEEL
 OF0656'CARRIAGE-BOLT SET INTO THE CONCRETE.
 OF0656
 OF0656                          STATION RECOVERY (1997)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (1998)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (1998)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (2000)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (CAP)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (2001)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (2001)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (2002)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0656'RECOVERED AS DESCRIBED.
 OF0656
 OF0656                          STATION RECOVERY (2005)
 OF0656
 OF0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OF0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0653 ***********************************************************************
 OF0653  TIDAL BM    -  This is a Tidal Bench Mark.
 OF0653  DESIGNATION -  905 2030 WILL
 OF0653  PID         -  OF0653
 OF0653  STATE/COUNTY-  NY/OSWEGO
 OF0653  USGS QUAD   -  OSWEGO WEST (1978)
 OF0653
 OF0653                         *CURRENT SURVEY CONTROL
 OF0653  ___________________________________________________________________
 OF0653* NAD 83(1986)-  43 27 47.     (N)    076 30 37.     (W)     SCALED    
 OF0653* NAVD 88     -        77.232  (meters)     253.39   (feet)  ADJUSTED  
 OF0653  ___________________________________________________________________
 OF0653  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0653  DYNAMIC HT  -          77.216 (meters)     253.33  (feet)  COMP
 OF0653  MODELED GRAV-     980,414.9   (mgal)                       NAVD 88
 OF0653
 OF0653  VERT ORDER  -  FIRST     CLASS II
 OF0653
 OF0653.The horizontal coordinates were scaled from a topographic map and have
 OF0653.an estimated accuracy of +/- 6 seconds.
 OF0653
 OF0653.The orthometric height was determined by differential leveling
 OF0653.and adjusted by the National Geodetic Survey in June 1991..
 OF0653
 OF0653.This Tidal Bench Mark is designated as VM 1273
 OF0653.by the Center for Operational Oceanographic Products and Services.
 OF0653
 OF0653.The geoid height was determined by GEOID03.
 OF0653
 OF0653.The dynamic height is computed by dividing the NAVD 88
 OF0653.geopotential number by the normal gravity value computed on the
 OF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0653.degrees latitude (g = 980.6199 gals.).
 OF0653
 OF0653.The modeled gravity was interpolated from observed gravity values.
 OF0653
 OF0653;                    North         East    Units  Estimated Accuracy
 OF0653;SPC NY C     -   384,610.      255,910.      MT  (+/- 180 meters Scaled)
 OF0653
 OF0653                          SUPERSEDED SURVEY CONTROL
 OF0653
 OF0653  NGVD 29 (??/??/92)   77.43   (m)          254.0    (f) COMPUTED    1 2
 OF0653
 OF0653.Superseded values are not recommended for survey control.
 OF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0653.See file dsdata.txt to determine how the superseded data were derived.
 OF0653
 OF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP778133(NAD 83)
 OF0653_MARKER: B = BOLT
 OF0653_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OF0653+WITH SETTING: PAVEMENT
 OF0653_SP_SET: BUILDING FLOOR
 OF0653_MARK LOGO: NONE  
 OF0653_PROJECTION: FLUSH
 OF0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0653+STABILITY: SURFACE MOTION
 OF0653
 OF0653  HISTORY     - Date     Condition        Report By
 OF0653  HISTORY     - 1963     MONUMENTED       USLS
 OF0653  HISTORY     - 1968     GOOD             NGS
 OF0653  HISTORY     - 19940616 GOOD             NOS
 OF0653  HISTORY     - 19950602 GOOD             NOS
 OF0653  HISTORY     - 19970629 GOOD             NOS
 OF0653  HISTORY     - 19980608 POOR             NOS
 OF0653  HISTORY     - 19990422 GOOD             NOS
 OF0653  HISTORY     - 20000927 GOOD             NOS
 OF0653  HISTORY     - 20010623 GOOD             NOS
 OF0653  HISTORY     - 20010623 GOOD             NOS
 OF0653  HISTORY     - 20020627 GOOD             NOS
 OF0653  HISTORY     - 20050807 POOR             NGS
 OF0653
 OF0653                          STATION DESCRIPTION
 OF0653
 OF0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0653'AT OSWEGO.
 OF0653'WILL IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF THE
 OF0653'OSWEGO RIVER NEAR ITS MOUTH, INSIDE OF AND NEAR THE SOUTH END OF
 OF0653'MAIN WAREHOUSE BUILDING OCCUPIED BY THE PORT OF OSWEGO AUTHORITY,
 OF0653'0.3 FOOT FROM OUTER ANGLE FORMED BY NORTHEAST CORNER OF WALL DIVIDING
 OF0653'TWO-STORY OFFICE FACILITIES AND GENERAL WAREHOUSE, BEING HIGHEST
 OF0653'POINT ON TOP OF A 1/2-INCH DIAMETER STEEL CARRIAGE-BOLT SET INTO THE
 OF0653'CONCRETE FLOOR.
 OF0653
 OF0653                          STATION RECOVERY (1994)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OF0653'WILL IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF THE OSWEGO
 OF0653'RIVER NEAR ITS MOUTH, INSIDE OF AND NEAR THE SOUTH END OF MAIN
 OF0653'WAREHOUSE BUILDING OCCUPIED BY THE PORT OF OSWEGO AUTHORITY, 0.3 FEET
 OF0653'(9.1 CM) FROM OUTER ANGLE FORMED BY NORTHEAST CORNER OF WALL DIVIDING
 OF0653'TWO-STORY OFFICE FACILITIES AND GENERAL WAREHOUSE, BEING HIGHEST POINT
 OF0653'ON TOP OF A 1/2-INCH DIAMETER STEEL CARRIAGE-BOLT SET INTO THE
 OF0653'CONCRETE FLOOR.
 OF0653
 OF0653                          STATION RECOVERY (1995)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF0653'WILL IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF THE OSWEGO
 OF0653'RIVER NEAR ITS MOUTH, INSIDE OF AND NEAR THE SOUTH END OF MAIN
 OF0653'WAREHOUSE BUILDING OCCUPIED BY THE PORT OF OSWEGO AUTHORITY, 0.3 FEET
 OF0653'(9.1 CM) FROM OUTER ANGLE FORMED BY NORTHEAST CORNER OF WALL DIVIDING
 OF0653'TWO-STORY OFFICE FACILITIES AND GENERAL WAREHOUSE, BEING HIGHEST POINT
 OF0653'ON TOP OF A 1/2-INCH DIAMETER STEEL CARRIAGE-BOLT SET INTO THE
 OF0653'CONCRETE FLOOR.
 OF0653
 OF0653                          STATION RECOVERY (1997)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF0653'RECOVERED AS DESCRIBED.
 OF0653
 OF0653                          STATION RECOVERY (1998)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF0653'NOTE--THE BOLT HEAD, PART OF WHICH HAS RUSTED OFF.  IN ADDITION, THE
 OF0653'CONCRETE AROUND THE MARK IS CRACKING.
 OF0653
 OF0653                          STATION RECOVERY (1999)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF0653'RECOVERED AS DESCRIBED.
 OF0653
 OF0653                          STATION RECOVERY (2000)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (CAP)
 OF0653'RECOVERED AS DESCRIBED.
 OF0653
 OF0653                          STATION RECOVERY (2001)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0653'RECOVERED AS DESCRIBED.
 OF0653
 OF0653                          STATION RECOVERY (2001)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 OF0653'RECOVERED AS DESCRIBED.
 OF0653
 OF0653                          STATION RECOVERY (2002)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (ATM)
 OF0653'RECOVERED AS DESCRIBED.
 OF0653
 OF0653                          STATION RECOVERY (2005)
 OF0653
 OF0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OF0653'BOLT IS RUSTING AND FLAKES OFF AT SLIGHTEST TOUCH.  ORIGINAL TOP OF
 OF0653'MARK MAY NOT BE PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6286 ***********************************************************************
 AC6286  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6286  DESIGNATION -  905 2058 F
 AC6286  PID         -  AC6286
 AC6286  STATE/COUNTY-  NY/MONROE
 AC6286  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 AC6286
 AC6286                         *CURRENT SURVEY CONTROL
 AC6286  ___________________________________________________________________
 AC6286* NAD 83(1986)-  43 16 07.     (N)    077 37 31.     (W)     SCALED    
 AC6286* NAVD 88     -        76.766  (meters)     251.86   (feet)  ADJUSTED  
 AC6286  ___________________________________________________________________
 AC6286  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AC6286  DYNAMIC HT  -          76.748 (meters)     251.80  (feet)  COMP
 AC6286  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 AC6286
 AC6286  VERT ORDER  -  SECOND    CLASS I
 AC6286
 AC6286.The horizontal coordinates were scaled from a topographic map and have
 AC6286.an estimated accuracy of +/- 6 seconds.
 AC6286
 AC6286.The orthometric height was determined by differential leveling
 AC6286.and adjusted by the National Geodetic Survey in November 2004..
 AC6286.No vertical observational check was made to the station.
 AC6286
 AC6286.This Tidal Bench Mark is designated as VM 12751
 AC6286.by the Center for Operational Oceanographic Products and Services.
 AC6286
 AC6286.The geoid height was determined by GEOID03.
 AC6286
 AC6286.The dynamic height is computed by dividing the NAVD 88
 AC6286.geopotential number by the normal gravity value computed on the
 AC6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6286.degrees latitude (g = 980.6199 gals.).
 AC6286
 AC6286.The modeled gravity was interpolated from observed gravity values.
 AC6286
 AC6286;                    North         East    Units  Estimated Accuracy
 AC6286;SPC NY W     -   363,460.      427,780.      MT  (+/- 180 meters Scaled)
 AC6286
 AC6286                          SUPERSEDED SURVEY CONTROL
 AC6286
 AC6286.No superseded survey control is available for this station.
 AC6286
 AC6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869939(NAD 83)
 AC6286_MARKER: DB = BENCH MARK DISK
 AC6286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6286_SP_SET: SLAB
 AC6286_STAMPING: 2058 F 1981
 AC6286_MARK LOGO: NOS   
 AC6286_PROJECTION: FLUSH
 AC6286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6286
 AC6286  HISTORY     - Date     Condition        Report By
 AC6286  HISTORY     - 1981     MONUMENTED       NOS
 AC6286  HISTORY     - 19940614 GOOD             NOS
 AC6286  HISTORY     - 19950605 GOOD             NOS
 AC6286  HISTORY     - 19970624 GOOD             NOS
 AC6286  HISTORY     - 19980614 GOOD             NOS
 AC6286  HISTORY     - 19990424 GOOD             NOS
 AC6286  HISTORY     - 20000918 GOOD             NOS
 AC6286  HISTORY     - 20010622 GOOD             NOS
 AC6286  HISTORY     - 20020623 GOOD             NOS
 AC6286
 AC6286                          STATION DESCRIPTION
 AC6286
 AC6286'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AC6286'IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3 KM)
 AC6286'WEST OF THE GENESEE RIVER, ON THE LAKE SIDE OF BEACH AVENUE, 91.4 FEET
 AC6286'(27.9 M) EAST OF UTILITY POIE NO.  130, 51.5 FEET (15.7 M) SE OF NE
 AC6286'CORNER OF GAUGE HOUSE, 42.8 FEET (13.0 M) NORTH OF 4 FOOT (1.2 M)
 AC6286'DIAMETER TREE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 AC6286'SET INTO SOUTHWEST CORNER OF 8X12 FOOT CONCRETE SLAB.
 AC6286
 AC6286                          STATION RECOVERY (1995)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6286'IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3 KM)
 AC6286'WEST OF THE GENESEE RIVER, ON THE LAKE SIDE OF BEACH AVENUE, 91.4 FEET
 AC6286'(27.9 M) EAST OF UTILITY POLE NO.  130, 51.5 FEET (15.7 M) SE OF NE
 AC6286'CORNER OF GAUGE HOUSE, 42.8 FEET (13.0 M) NORTH OF 4 FOOT (1.2 M)
 AC6286'DIAMETER TREE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 AC6286'SET INTO SOUTHWEST CORNER OF 8X12 FOOT CONCRETE SLAB.
 AC6286
 AC6286                          STATION RECOVERY (1997)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6286'RECOVERED AS DESCRIBED.
 AC6286
 AC6286                          STATION RECOVERY (1998)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6286'RECOVERED AS DESCRIBED.
 AC6286
 AC6286                          STATION RECOVERY (1999)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AC6286'RECOVERED AS DESCRIBED.
 AC6286
 AC6286                          STATION RECOVERY (2000)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 AC6286'RECOVERED AS DESCRIBED.
 AC6286
 AC6286                          STATION RECOVERY (2001)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AC6286'RECOVERED AS DESCRIBED.
 AC6286
 AC6286                          STATION RECOVERY (2002)
 AC6286
 AC6286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AC6286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6287 ***********************************************************************
 AC6287  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6287  DESIGNATION -  905 2058 G
 AC6287  PID         -  AC6287
 AC6287  STATE/COUNTY-  NY/MONROE
 AC6287  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 AC6287
 AC6287                         *CURRENT SURVEY CONTROL
 AC6287  ___________________________________________________________________
 AC6287* NAD 83(1986)-  43 16 09.     (N)    077 37 30.     (W)     SCALED    
 AC6287* NAVD 88     -        77.360  (meters)     253.81   (feet)  ADJUSTED  
 AC6287  ___________________________________________________________________
 AC6287  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AC6287  DYNAMIC HT  -          77.342 (meters)     253.75  (feet)  COMP
 AC6287  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 AC6287
 AC6287  VERT ORDER  -  SECOND    CLASS I
 AC6287
 AC6287.The horizontal coordinates were scaled from a topographic map and have
 AC6287.an estimated accuracy of +/- 6 seconds.
 AC6287
 AC6287.The orthometric height was determined by differential leveling
 AC6287.and adjusted by the National Geodetic Survey in May 2006..
 AC6287.No vertical observational check was made to the station.
 AC6287
 AC6287.This Tidal Bench Mark is designated as VM 12749
 AC6287.by the Center for Operational Oceanographic Products and Services.
 AC6287
 AC6287.The geoid height was determined by GEOID03.
 AC6287
 AC6287.The dynamic height is computed by dividing the NAVD 88
 AC6287.geopotential number by the normal gravity value computed on the
 AC6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6287.degrees latitude (g = 980.6199 gals.).
 AC6287
 AC6287.The modeled gravity was interpolated from observed gravity values.
 AC6287
 AC6287;                    North         East    Units  Estimated Accuracy
 AC6287;SPC NY W     -   363,520.      427,800.      MT  (+/- 180 meters Scaled)
 AC6287
 AC6287                          SUPERSEDED SURVEY CONTROL
 AC6287
 AC6287  NAVD 88 (11/05/04)   77.369  (m)          253.83   (f) UNKNOWN     2 1
 AC6287
 AC6287.Superseded values are not recommended for survey control.
 AC6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6287.See file dsdata.txt to determine how the superseded data were derived.
 AC6287
 AC6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869940(NAD 83)
 AC6287_MARKER: DB = BENCH MARK DISK
 AC6287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6287_SP_SET: PAD
 AC6287_STAMPING: 2058 G 1984
 AC6287_MARK LOGO: NOS   
 AC6287_PROJECTION: FLUSH
 AC6287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6287
 AC6287  HISTORY     - Date     Condition        Report By
 AC6287  HISTORY     - 1984     MONUMENTED       NOS
 AC6287  HISTORY     - 19940614 GOOD             NOS
 AC6287  HISTORY     - 19950605 GOOD             NOS
 AC6287  HISTORY     - 19970624 GOOD             NOS
 AC6287  HISTORY     - 19980613 GOOD             NOS
 AC6287  HISTORY     - 19990423 GOOD             NOS
 AC6287  HISTORY     - 20000918 GOOD             NOS
 AC6287  HISTORY     - 20010622 GOOD             NOS
 AC6287  HISTORY     - 20020623 GOOD             NOS
 AC6287
 AC6287                          STATION DESCRIPTION
 AC6287
 AC6287'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AC6287'IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3 KM)
 AC6287'WEST OF THE GENESSE RIVER, LOCATED IN THE NORTHEAST CORNER OF THE
 AC6287'LAKESHORE COUNTRY CLUB GOLF COURSE, 73.6 FEET (22.4 M) EAST OF POWER
 AC6287'POSE NO.  12B, 70.6 FEET (21.5 M) SOUTHWEST OF LAMP POST NO.  4849,
 AC6287'22.4 FEET (6.8 M) NORTH-NORTHWEST OF THE CENTER OF A ROCHESTER GAS AND
 AC6287'ELECTRIC MANHOLE COVER, 16.5 FEET (5.0 M) WEST OF THE CENTER OF
 AC6287'MANHOLE COVER CLOSEST TO BEACH AVENUE, 6.2 FEET (1.9 M) SOUTHEAST OF
 AC6287'TELEPHONE POLE WITH 3 FLOODLAMPS, BEING THE HIGHEST POINT OF A BRONZE
 AC6287'DISK SET IN THE NORTHEAST CORNER OF A 6X7 FOOT CONCRETE PAD OF A GOLF
 AC6287'TEE.
 AC6287
 AC6287                          STATION RECOVERY (1995)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6287'IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3 KM)
 AC6287'WEST OF THE GENESSE RIVER, LOCATED IN THE NORTHEAST CORNER OF THE
 AC6287'LAKESHORE COUNTRY CLUB GOLF COURSE, 73.6 FEET (22.4 M) EAST OF POWER
 AC6287'POSE NO.  12B, 70.6 FEET (21.5 M) SOUTHWEST OF LAMP POST NO.  4849,
 AC6287'22.4 FEET (6.8 M) NORTH-NORTHWEST OF THE CENTER OF A ROCHESTER GAS AND
 AC6287'ELECTRIC MANHOLE COVER, 16.5 FEET (5.0 M) WEST OF THE CENTER OF
 AC6287'MANHOLE COVER CLOSEST TO BEACH AVNENUE, 6.2 FEET (1.9 M) SOUTHEAST OF
 AC6287'TELEPHONE POLE WITH 3 FLOODLAMPS, BEING THE HIGHEST POINT OF A BRONZE
 AC6287'DISK SET IN THE NORTHEAST CORNER OF A 6X7 FOOT CONCRETE PAD OF A GOLF
 AC6287'TEE.
 AC6287
 AC6287                          STATION RECOVERY (1997)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6287'RECOVERED AS DESCRIBED.
 AC6287
 AC6287                          STATION RECOVERY (1998)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6287'RECOVERED AS DESCRIBED.
 AC6287
 AC6287                          STATION RECOVERY (1999)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (RJG)
 AC6287'RECOVERED AS DESCRIBED.
 AC6287
 AC6287                          STATION RECOVERY (2000)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (CAP)
 AC6287'RECOVERED AS DESCRIBED.
 AC6287
 AC6287                          STATION RECOVERY (2001)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AC6287'RECOVERED AS DESCRIBED.
 AC6287
 AC6287                          STATION RECOVERY (2002)
 AC6287
 AC6287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AC6287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1085 ***********************************************************************
 OF1085  TIDAL BM    -  This is a Tidal Bench Mark.
 OF1085  DESIGNATION -  905 2058 INTAKE
 OF1085  PID         -  OF1085
 OF1085  STATE/COUNTY-  NY/MONROE
 OF1085  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1085
 OF1085                         *CURRENT SURVEY CONTROL
 OF1085  ___________________________________________________________________
 OF1085* NAD 83(1986)-  43 16 07.     (N)    077 37 33.     (W)     SCALED    
 OF1085* NAVD 88     -        76.237  (meters)     250.12   (feet)  ADJUSTED  
 OF1085  ___________________________________________________________________
 OF1085  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OF1085  DYNAMIC HT  -          76.219 (meters)     250.06  (feet)  COMP
 OF1085  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 OF1085
 OF1085  VERT ORDER  -  SECOND    CLASS I
 OF1085
 OF1085.The horizontal coordinates were scaled from a topographic map and have
 OF1085.an estimated accuracy of +/- 6 seconds.
 OF1085
 OF1085.The orthometric height was determined by differential leveling
 OF1085.and adjusted by the National Geodetic Survey in November 2004..
 OF1085.WARNING-Repeat measurements at this control monument indicate possible
 OF1085.vertical movement.
 OF1085
 OF1085.This Tidal Bench Mark is designated as VM 12752
 OF1085.by the Center for Operational Oceanographic Products and Services.
 OF1085
 OF1085.The geoid height was determined by GEOID03.
 OF1085
 OF1085.The dynamic height is computed by dividing the NAVD 88
 OF1085.geopotential number by the normal gravity value computed on the
 OF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1085.degrees latitude (g = 980.6199 gals.).
 OF1085
 OF1085.The modeled gravity was interpolated from observed gravity values.
 OF1085
 OF1085;                    North         East    Units  Estimated Accuracy
 OF1085;SPC NY W     -   363,460.      427,730.      MT  (+/- 180 meters Scaled)
 OF1085
 OF1085                          SUPERSEDED SURVEY CONTROL
 OF1085
 OF1085  NAVD 88 (06/15/91)   76.261  (m)          250.20   (f) UNKNOWN     1 2
 OF1085  NGVD 29 (??/??/92)   76.461  (m)          250.86   (f) ADJ UNCH    1 2
 OF1085
 OF1085.Superseded values are not recommended for survey control.
 OF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1085.See file dsdata.txt to determine how the superseded data were derived.
 OF1085
 OF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869939(NAD 83)
 OF1085_MARKER: F = FLANGE-ENCASED ROD
 OF1085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OF1085_SP_SET: ROD
 OF1085_STAMPING: INTAKE
 OF1085_MARK LOGO: NONE  
 OF1085_PROJECTION: FLUSH
 OF1085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1085
 OF1085  HISTORY     - Date     Condition        Report By
 OF1085  HISTORY     - 1960     MONUMENTED       USLS
 OF1085  HISTORY     - 1968     GOOD             NGS
 OF1085  HISTORY     - 19940614 GOOD             NOS
 OF1085  HISTORY     - 19950605 GOOD             NOS
 OF1085  HISTORY     - 19970624 GOOD             NOS
 OF1085  HISTORY     - 19980614 GOOD             NOS
 OF1085  HISTORY     - 19990424 GOOD             NOS
 OF1085  HISTORY     - 20000918 GOOD             NOS
 OF1085  HISTORY     - 20010622 GOOD             NOS
 OF1085  HISTORY     - 20020623 GOOD             NOS
 OF1085
 OF1085                          STATION DESCRIPTION
 OF1085
 OF1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1085'AT ROCHESTER.
 OF1085'INTAKE IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES
 OF1085'WEST OF THE GENESEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY,
 OF1085'ON THE LAKE SIDE OF BEACH AVENUE, ABOUT IN LINE WITH LAKE FACE OF A
 OF1085'SMALL STONE AND WOODEN BUILDING, 1.0 FOOT FROM THE NORTHWEST CORNER,
 OF1085'1/4 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 OF1085'A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 14 FEET LONG.
 OF1085
 OF1085                          STATION RECOVERY (1994)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OF1085'INTAKE IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3
 OF1085'KM) WEST OF THE GENESEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY,
 OF1085'ON THE LAKE SIDE OF BEACH AVENUE, 105.0 FT (32.0 M) NW OF A 4 FT (1.2
 OF1085'M) DIAMETER TREE, 85.8 FT (26.2 M) NE OF CENTER LINE OF BEACH AVE,
 OF1085'10.5 FT (3.2 M) SW OF WEST FACE OF LAKE GAGE HOUSE, 1.0 FOOT (0.3 M)
 OF1085'FROM THE NORTHWEST CORNER, 0.5 FEET (15.2 CM) BELOW THE GROUND
 OF1085'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OF1085'COPPER-COATED STEEL ROD, 14 FEET (4.3 M) LONG RECESSED 8 CENTIMETERS.
 OF1085
 OF1085                          STATION RECOVERY (1995)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF1085'INTAKE IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3
 OF1085'KM) WEST OF THE GENESEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY,
 OF1085'ON THE LAKE SIDE OF BEACH AVENUE, 105.0 FT (32.0 M) NW OF A 4 FT (1.2
 OF1085'M) DIAMETER TREE, 85.8 FT (26.2 M) NE OF CENTER LINE OF BEACH AVE,
 OF1085'10.5 FT (3.2 M) SW OF WEST FACE OF LAKE GAGE HOUSE, 1.0 FOOT (0.3 M)
 OF1085'FROM THE NORTHWEST CORNER, 0.5 FEET (15.2 CM) BELOW THE GROUND
 OF1085'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OF1085'COPPER-COATED STEEL ROD, 14 FEET (4.3 M) LONG.
 OF1085
 OF1085                          STATION RECOVERY (1997)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF1085'RECOVERED AS DESCRIBED.
 OF1085
 OF1085                          STATION RECOVERY (1998)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF1085'RECOVERED AS DESCRIBED.
 OF1085
 OF1085                          STATION RECOVERY (1999)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF1085'RECOVERED AS DESCRIBED.
 OF1085
 OF1085                          STATION RECOVERY (2000)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 OF1085'RECOVERED IN GOOD CONDITION.  NOTE--ADD ACCESS IS THROUGH A ALUMINUM
 OF1085'ACCESS COVER.
 OF1085
 OF1085                          STATION RECOVERY (2001)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OF1085'RECOVERED AS DESCRIBED.
 OF1085
 OF1085                          STATION RECOVERY (2002)
 OF1085
 OF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 OF1085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6288 ***********************************************************************
 AC6288  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6288  DESIGNATION -  905 2058 J
 AC6288  PID         -  AC6288
 AC6288  STATE/COUNTY-  NY/MONROE
 AC6288  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 AC6288
 AC6288                         *CURRENT SURVEY CONTROL
 AC6288  ___________________________________________________________________
 AC6288* NAD 83(1986)-  43 16 09.     (N)    077 37 33.     (W)     SCALED    
 AC6288* NAVD 88     -        76.253  (meters)     250.17   (feet)  ADJUSTED  
 AC6288  ___________________________________________________________________
 AC6288  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AC6288  DYNAMIC HT  -          76.235 (meters)     250.11  (feet)  COMP
 AC6288  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 AC6288
 AC6288  VERT ORDER  -  SECOND    CLASS I
 AC6288
 AC6288.The horizontal coordinates were scaled from a topographic map and have
 AC6288.an estimated accuracy of +/- 6 seconds.
 AC6288
 AC6288.The orthometric height was determined by differential leveling
 AC6288.and adjusted by the National Geodetic Survey in November 2004..
 AC6288.No vertical observational check was made to the station.
 AC6288
 AC6288.This Tidal Bench Mark is designated as VM 12750
 AC6288.by the Center for Operational Oceanographic Products and Services.
 AC6288
 AC6288.The geoid height was determined by GEOID03.
 AC6288
 AC6288.The dynamic height is computed by dividing the NAVD 88
 AC6288.geopotential number by the normal gravity value computed on the
 AC6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6288.degrees latitude (g = 980.6199 gals.).
 AC6288
 AC6288.The modeled gravity was interpolated from observed gravity values.
 AC6288
 AC6288;                    North         East    Units  Estimated Accuracy
 AC6288;SPC NY W     -   363,520.      427,730.      MT  (+/- 180 meters Scaled)
 AC6288
 AC6288                          SUPERSEDED SURVEY CONTROL
 AC6288
 AC6288.No superseded survey control is available for this station.
 AC6288
 AC6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869940(NAD 83)
 AC6288_MARKER: DB = BENCH MARK DISK
 AC6288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6288_STAMPING: 2058 J 1990
 AC6288_MARK LOGO: NOS   
 AC6288_PROJECTION: FLUSH
 AC6288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6288_ROD/PIPE-DEPTH: 7.9  meters
 AC6288
 AC6288  HISTORY     - Date     Condition        Report By
 AC6288  HISTORY     - 1990     MONUMENTED       NOS
 AC6288  HISTORY     - 19940614 GOOD             NOS
 AC6288  HISTORY     - 19950605 GOOD             NOS
 AC6288  HISTORY     - 19970624 GOOD             NOS
 AC6288  HISTORY     - 19980614 GOOD             NOS
 AC6288  HISTORY     - 19990423 GOOD             NOS
 AC6288  HISTORY     - 20000918 GOOD             NOS
 AC6288  HISTORY     - 20010622 GOOD             NOS
 AC6288  HISTORY     - 20020623 GOOD             NOS
 AC6288
 AC6288                          STATION DESCRIPTION
 AC6288
 AC6288'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AC6288'IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ONE THE WEST SIDE OF SLATER
 AC6288'CREEK, ON THE PROPERTY OF THE ROCHESTER GAS AND ELECTRIC COMPANY
 AC6288'(RUSSELL STATION POWER PLANT), 145.6 FEET (44.4 M) SOUTHEAST OF POWER
 AC6288'POLE NO.  148, 108.0 FEET (32.9 M) SOUTHWEST OF THE CENTER OF BEACH
 AC6288'AVENUE, 10.0 FEET (3.0 M) NORTHEAST OF POWER POLE WITH NO NUMBERS IN
 AC6288'LINE WITH 3 OTHER POLES, 0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE,
 AC6288'BEING THE TOP OF A NOS DISK CRIMPED ATOP A 5/8 INCH STAINLESS STEEL
 AC6288'ROD DRIVEN 26 FEET (7.9 M) TO REFUSAL, AND ENCASED IN 4 INCH PVC WITH
 AC6288'PVC PLUG COVER AND CONCRETE KICK BLOCK.
 AC6288
 AC6288                          STATION RECOVERY (1995)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6288'IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ONE THE WEST SIDE OF SLATER
 AC6288'CREEK, ON THE PROPERTY OF THE ROCHESTER GAS AND ELECTRIC COMPANY
 AC6288'(RUSSELL STATION POWER PLANT) , 145.6 FEET (44.4 M) SOUTHEAST OF POWER
 AC6288'POLE NO.  148, 108.0 FEET (32.9 M) SOUTHWEST OF THE CENTER OF BEACH
 AC6288'AVENUE, 10.0 FEET (3.0 M) NORTHEAST OF POWER POLE WITH NO NUMBERS IN
 AC6288'LINE WITH 3 OTHER POLES, 0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE,
 AC6288'BEING THE TOP OF A NOS DISK CRIMPED ATOP A 5/8 INCH STAINLESS STEEL
 AC6288'ROD DRIVEN 26 FEET (7.9 M) TO REFUSAL, AND ENCASED IN 4 INCH PVC WITH
 AC6288'PVC PLUG COVER AND CONCRETE KICK BLOCK.
 AC6288
 AC6288                          STATION RECOVERY (1997)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6288'RECOVERED AS DESCRIBED.
 AC6288
 AC6288                          STATION RECOVERY (1998)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6288'RECOVERED AS DESCRIBED.
 AC6288
 AC6288                          STATION RECOVERY (1999)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (RJG)
 AC6288'RECOVERED AS DESCRIBED.
 AC6288
 AC6288                          STATION RECOVERY (2000)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (CAP)
 AC6288'RECOVERED AS DESCRIBED.
 AC6288
 AC6288                          STATION RECOVERY (2001)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AC6288'RECOVERED AS DESCRIBED.
 AC6288
 AC6288                          STATION RECOVERY (2002)
 AC6288
 AC6288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AC6288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9232 ***********************************************************************
 AH9232  FBN         -  This is a Federal Base Network Control Station.
 AH9232  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9232  DESIGNATION -  905 2058 K
 AH9232  PID         -  AH9232
 AH9232  STATE/COUNTY-  NY/MONROE
 AH9232  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 AH9232
 AH9232                         *CURRENT SURVEY CONTROL
 AH9232  ___________________________________________________________________
 AH9232* NAD 83(1997)-  43 16 09.48572(N)    077 37 40.91219(W)     ADJUSTED  
 AH9232* NAVD 88     -        75.923  (meters)     249.09   (feet)  ADJUSTED  
 AH9232  ___________________________________________________________________
 AH9232  X           -     996,624.439 (meters)                     COMP
 AH9232  Y           -  -4,543,505.578 (meters)                     COMP
 AH9232  Z           -   4,349,361.919 (meters)                     COMP
 AH9232  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AH9232  ELLIP HEIGHT-          40.03  (meters)          (09/18/02) GPS OBS
 AH9232  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AH9232  DYNAMIC HT  -          75.905 (meters)     249.03  (feet)  COMP
 AH9232  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 AH9232
 AH9232  HORZ ORDER  -  A
 AH9232  VERT ORDER  -  SECOND    CLASS I
 AH9232  ELLP ORDER  -  FOURTH    CLASS II
 AH9232
 AH9232.The horizontal coordinates were established by GPS observations
 AH9232.and adjusted by the National Geodetic Survey in May 1999..
 AH9232
 AH9232.The orthometric height was determined by differential leveling
 AH9232.and adjusted by the National Geodetic Survey in November 2004..
 AH9232.No vertical observational check was made to the station.
 AH9232
 AH9232.This Tidal Bench Mark is designated as VM 17017
 AH9232.by the Center for Operational Oceanographic Products and Services.
 AH9232
 AH9232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9232
 AH9232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9232
 AH9232.The ellipsoidal height was determined by GPS observations
 AH9232.and is referenced to NAD 83.
 AH9232
 AH9232.The geoid height was determined by GEOID03.
 AH9232
 AH9232.The dynamic height is computed by dividing the NAVD 88
 AH9232.geopotential number by the normal gravity value computed on the
 AH9232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9232.degrees latitude (g = 980.6199 gals.).
 AH9232
 AH9232.The modeled gravity was interpolated from observed gravity values.
 AH9232
 AH9232;                    North         East     Units Scale Factor Converg.
 AH9232;SPC NY W     -   363,529.472   427,550.582   MT  1.00001145   +0 39 17.4
 AH9232;SPC NY W     - 1,192,679.61  1,402,722.20   sFT  1.00001145   +0 39 17.4
 AH9232;UTM  18      - 4,794,074.763   286,726.751   MT  1.00015956   -1 48 07.2
 AH9232
 AH9232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9232!SPC NY W     -   0.99999372  x   1.00001145  =   1.00000517
 AH9232!UTM  18      -   0.99999372  x   1.00015956  =   1.00015328
 AH9232
 AH9232                          SUPERSEDED SURVEY CONTROL
 AH9232
 AH9232  ELLIP H (05/25/99)   40.08   (m)                       GP(       ) 3 1
 AH9232
 AH9232.Superseded values are not recommended for survey control.
 AH9232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9232.See file dsdata.txt to determine how the superseded data were derived.
 AH9232
 AH9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8672794075(NAD 83)
 AH9232_MARKER: F = FLANGE-ENCASED ROD
 AH9232_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9232_STAMPING: 2058 K 1997
 AH9232_MARK LOGO: NOS   
 AH9232_PROJECTION: RECESSED 14 CENTIMETERS
 AH9232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9232+STABILITY: POSITION/ELEVATION WELL
 AH9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9232+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2002
 AH9232_ROD/PIPE-DEPTH: 10.6 meters
 AH9232_SLEEVE-DEPTH  : 1.22 meters
 AH9232
 AH9232  HISTORY     - Date     Condition        Report By
 AH9232  HISTORY     - 1997     MONUMENTED       NOS
 AH9232  HISTORY     - 19970625 GOOD             NOS
 AH9232  HISTORY     - 19980614 GOOD             NOS
 AH9232  HISTORY     - 19990423 GOOD             NOS
 AH9232  HISTORY     - 20000918 GOOD             NOS
 AH9232  HISTORY     - 20010622 GOOD             NOS
 AH9232  HISTORY     - 20010808 GOOD             NGS
 AH9232  HISTORY     - 20020623 GOOD             NOS
 AH9232
 AH9232                          STATION DESCRIPTION
 AH9232
 AH9232'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9232'AT ROCHESTER, NY, MONROE COUNTY, 1.5 MILES (2.4 KM) WEST OF THE
 AH9232'GENESEE RIVER, 1.15 MILES (1.85 KM) WEST ALONG BEACH AVENUE FROM ITS
 AH9232'JUNCTION WITH LAKE AVENUE, ON THE GROUNDS OF THE ROCHESTER GAS AND
 AH9232'ELECTRIC CORPORATION (RUSSELL STATION), ON THE NORTHWEST SIDE OF
 AH9232'SLATTER CREEK, 228.0 FEET (69.5 M) SOUTHWEST OF THE CENTERLINE OF
 AH9232'BEACH AVENUE (THIS PORTION OF BEACH AVENUE IS ALONG THE LAKE), 195.0
 AH9232'FEET (59.4 M) SOUTH SOUTHEAST OF THE CENTERLINE OF BEACH AVENUE (NOTE
 AH9232'BEACH AVENUE TURNS AND LEADS TO THE SOUTHWEST AND EDGEMERE DRIVE
 AH9232'CONTINUES TO THE WEST ALONG THE LAKE), 219.3 FEET (66.8 M) EAST
 AH9232'NORTHEAST OF A NAIL AND WASHER IN A 30 INCH LONE TREE ALONG FENCELINE
 AH9232'AND ON NORTHEAST SIDE OF THE WATER INTAKE/DISCHARGE STREAM, 148,8 FEET
 AH9232'SOUTH SOUTHEAST OF NAIL AND WASHER IN POWER POLE (1ST POLE SOUTHWEST
 AH9232'OF BEACH AVENUE), 98.2 FEET (29.9 M) WEST SOUTHWEST OF NAIL AND WASHER
 AH9232'IN WEST FACE OF A 12 INCH TREE (SOUTHEASTERN MOST TREE IN A ROW OF 5),
 AH9232'70.5 FEET (21.5 M) NORTH NORTHWEST OF EDGE OF SLATTER CREEK, 69.4 FEET
 AH9232'(21.2 M) SOUTHEAST OF NAIL AND WASHER IN POWER POLE WITH TRANSFORMER
 AH9232'(2ND POLE SOUTHWEST OF BEACH AVENUE), A STAINLESS STEEL ROD DRIVEN
 AH9232'33.0 FEET (10.1 M) TO REFUSAL WITH ALUMINUM ACCESS COVER FLUSH WITH
 AH9232'THE GROUND.
 AH9232
 AH9232                          STATION RECOVERY (1997)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9232'RECOVERED AS DESCRIBED.
 AH9232
 AH9232                          STATION RECOVERY (1998)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH9232'RECOVERED AS DESCRIBED.
 AH9232
 AH9232                          STATION RECOVERY (1999)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (RJG)
 AH9232'RECOVERED AS DESCRIBED.
 AH9232
 AH9232                          STATION RECOVERY (2000)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (CAP)
 AH9232'RECOVERED AS DESCRIBED.
 AH9232
 AH9232                          STATION RECOVERY (2001)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH9232'RECOVERED AS DESCRIBED.
 AH9232
 AH9232                          STATION RECOVERY (2001)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 AH9232'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (JED) AT ROCHESTER, NY,
 AH9232'MONROE COUNTY, 1.5 MI
 AH9232'(2.4 KM) WEST OF THE GENESEE RIVER, 1.1 MI (1.8 KM) WEST ALONG BEACH
 AH9232'AVENUE, (RUNNING
 AH9232'EAST-WEST) FROM ITS JUNCTION WITH LAKE AVENUE, (RUNNING NORTH-SOUTH)
 AH9232'AND ON THE
 AH9232'GROUNDS OF THE ROCHESTER GAS AND ELECTRIC CORPORATION (RUSSEL STATION)
 AH9232', ON THE
 AH9232'NORTHWEST SIDE OF SLATTER CREEK, TO REACH FROM STATE HIGHWAY 390
 AH9232'NORTH, HEADING
 AH9232'NORTH ON 390 TAKE EXIT 27A TO (LAKE ONTERIO PKWY) EAST, CONTINUE EAST
 AH9232'ON PKWY FOR 2.9 MI
 AH9232'(4.7 KM) UNTIL PARKWAY ENDS IN ROCHESTER AND AT LAKE AVE AND STOP
 AH9232'SIGN.  TURN LEFT
 AH9232'NORTHEAST ON LAKE AVE FOR .7 MI (1.1 KM) TO A SPLIT OF THE LANES AND
 AH9232'CURVE LEFT WEST
 AH9232'NORTHWEST, WHICH IS THE BEGINNING OF BEACH AVE, CONTINUE AHEAD WEST
 AH9232'NORTHWEST ON
 AH9232'BEACH AVE FOR 1.05 MI (1.69 KM) TO THE SLATTERCREEK BRIDGE, CONTINUE
 AH9232'AHEAD .04 MI (0.06 KM) TO
 AH9232'THE JUNCTION OF BEACH AVE WHICH TURNS SOUTHWEST AND EDGEMERE DRIVE AND
 AH9232'THE STATION
 AH9232'ON YOUR LEFT, 69.5 M (228.0 FT) SOUTHWEST OF THE CENTERLINE OF BEACH
 AH9232'AVE, (THIS PORTION OF
 AH9232'BEACH AVE IS ALONG THE LAKE) 59.4 M (194.9 FT) SOUTH SOUTHEAST OF THE
 AH9232'CENTERLINE OF BEACH
 AH9232'AVE, (NOTE THIS PART OF BEACH AVE TURNS AND LEADS TO THE SOUTHWEST)
 AH9232'29.9 M (98.1 FT) WEST
 AH9232'SOUTHWEST OF A 12 INCH TREE (SOUTHEASTERN MOST TREE IN A ROW OF FIVE,
 AH9232'21.5 M (70.5 FT)
 AH9232'NORTH NORTHWEST OF EDGE OF SLATTER CREEK, 21.2 M (69.6 FT) SOUTHEAST
 AH9232'OF POWER POLE WITH
 AH9232'TRANSFORMER (2ND POLE SOUTHWEST OF BEACH AVE) , A STAINLESS STEEL ROD
 AH9232'DRIVEN 10.1 M (33.1
 AH9232'FT) TO REFUSAL WITH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 AH9232'
 AH9232
 AH9232                          STATION RECOVERY (2002)
 AH9232
 AH9232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 AH9232'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1082 ***********************************************************************
 OF1082  TIDAL BM    -  This is a Tidal Bench Mark.
 OF1082  DESIGNATION -  905 2058 SUB
 OF1082  PID         -  OF1082
 OF1082  STATE/COUNTY-  NY/MONROE
 OF1082  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1082
 OF1082                         *CURRENT SURVEY CONTROL
 OF1082  ___________________________________________________________________
 OF1082* NAD 83(1986)-  43 16 07.     (N)    077 37 32.     (W)     SCALED    
 OF1082* NAVD 88     -        76.831  (meters)     252.07   (feet)  ADJUSTED  
 OF1082  ___________________________________________________________________
 OF1082  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OF1082  DYNAMIC HT  -          76.813 (meters)     252.01  (feet)  COMP
 OF1082  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 OF1082
 OF1082  VERT ORDER  -  SECOND    CLASS I
 OF1082
 OF1082.The horizontal coordinates were scaled from a topographic map and have
 OF1082.an estimated accuracy of +/- 6 seconds.
 OF1082
 OF1082.The orthometric height was determined by differential leveling
 OF1082.and adjusted by the National Geodetic Survey in November 2004..
 OF1082.No vertical observational check was made to the station.
 OF1082.WARNING-Repeat measurements at this control monument indicate possible
 OF1082.vertical movement.
 OF1082
 OF1082.This Tidal Bench Mark is designated as VM 12748
 OF1082.by the Center for Operational Oceanographic Products and Services.
 OF1082
 OF1082.The geoid height was determined by GEOID03.
 OF1082
 OF1082.The dynamic height is computed by dividing the NAVD 88
 OF1082.geopotential number by the normal gravity value computed on the
 OF1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1082.degrees latitude (g = 980.6199 gals.).
 OF1082
 OF1082.The modeled gravity was interpolated from observed gravity values.
 OF1082
 OF1082;                    North         East    Units  Estimated Accuracy
 OF1082;SPC NY W     -   363,460.      427,750.      MT  (+/- 180 meters Scaled)
 OF1082
 OF1082                          SUPERSEDED SURVEY CONTROL
 OF1082
 OF1082  NAVD 88 (06/15/91)   76.822  (m)          252.04   (f) UNKNOWN     1 2
 OF1082
 OF1082.Superseded values are not recommended for survey control.
 OF1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1082.See file dsdata.txt to determine how the superseded data were derived.
 OF1082
 OF1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869939(NAD 83)
 OF1082_MARKER: Z = SEE DESCRIPTION
 OF1082_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OF1082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OF1082_STAMPING: SUB
 OF1082_MARK LOGO: NONE  
 OF1082_PROJECTION: FLUSH
 OF1082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF1082+STABILITY: POSITION/ELEVATION WELL
 OF1082
 OF1082  HISTORY     - Date     Condition        Report By
 OF1082  HISTORY     - 1968     MONUMENTED       USLS
 OF1082  HISTORY     - 1968     GOOD             NGS
 OF1082  HISTORY     - 19940614 GOOD             NOS
 OF1082  HISTORY     - 19950605 GOOD             NOS
 OF1082  HISTORY     - 19970624 GOOD             NOS
 OF1082  HISTORY     - 19980614 GOOD             NOS
 OF1082  HISTORY     - 19990424 GOOD             NOS
 OF1082  HISTORY     - 20000918 GOOD             NOS
 OF1082  HISTORY     - 20010622 GOOD             NOS
 OF1082  HISTORY     - 20020623 GOOD             NOS
 OF1082
 OF1082                          STATION DESCRIPTION
 OF1082
 OF1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1082'AT ROCHESTER.
 OF1082'SUB IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES WEST
 OF1082'OF THE GENESEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY
 OF1082'SUBSTATION, ON THE SOUTHWEST SIDE OF BEACH AVE., 58.6 FEET EAST
 OF1082'OF NORTH CORNER OF BUILDING, 43.8 FEET WEST OF WEST CORNER OF A 6-
 OF1082'FOOT SQUARE CONCRETE SEWER FOUNDATION, 29.8 FEET SOUTHWEST OF A
 OF1082'6-FOOT HIGH CYCLONE FENCE, 7.7 FEET NORTHWEST OF NORTHWEST EDGE OF
 OF1082'SIDEWALK, 7.4 FEET NORTHEAST OF EAAST CORNER AND IN LINE WITH
 OF1082'SOUTHEAST FACE OF BUILDING, 1-1/2 FEET BELOW THE GROUND SURFACE,
 OF1082'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 OF1082'3/8-INCH DIAMETER GALVANIZED STEEL PIPE 20 FEET LONG. THE PIPE IS
 OF1082'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 OF1082'BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1 FOOT BELOW THE
 OF1082'GROUND SURFACE.
 OF1082
 OF1082                          STATION RECOVERY (1994)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OF1082'SUB IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3 KM)
 OF1082'WEST OF THE GENESEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY
 OF1082'SUBSTATION, ON THE SOUTHWEST SIDE OF BEACH AVE., 62.8 FEET (19.1 M)
 OF1082'SOUTHWEST OF THE CENTERLINE OF BEACH AVENUE, 43.8 FEET (13.4 M) WEST
 OF1082'OF WEST CORNER OF A 6-FOOT SQUARE CONCRETE SEWER FOUNDATION, 28.0 FEET
 OF1082'(8.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 6-FOOT HIGH CYCLONE
 OF1082'FENCE, 0.3 FEET (9.1 CM) BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OF1082'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 OF1082'GALVANIZED STEEL PIPE 20 FEET (6.1 M) LONG.  THE PIPE IS ENCASED IN A
 OF1082'1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 OF1082'DIAMETER CONCRETE PIPE WITH COVER 1 FOOT (0.3 M) BELOW THE GROUND
 OF1082'SURFACE.
 OF1082
 OF1082                          STATION RECOVERY (1995)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OF1082'RECOVERED AS DESCRIBED.
 OF1082
 OF1082                          STATION RECOVERY (1997)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF1082'RECOVERED AS DESCRIBED.
 OF1082
 OF1082                          STATION RECOVERY (1998)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF1082'RECOVERED AS DESCRIBED.
 OF1082
 OF1082                          STATION RECOVERY (1999)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OF1082'RECOVERED AS DESCRIBED.
 OF1082
 OF1082                          STATION RECOVERY (2000)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 OF1082'RECOVERED AS DESCRIBED.
 OF1082
 OF1082                          STATION RECOVERY (2001)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OF1082'RECOVERED AS DESCRIBED.
 OF1082
 OF1082                          STATION RECOVERY (2002)
 OF1082
 OF1082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 OF1082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1086 ***********************************************************************
 OF1086  TIDAL BM    -  This is a Tidal Bench Mark.
 OF1086  DESIGNATION -  905 2058 WINDT
 OF1086  PID         -  OF1086
 OF1086  STATE/COUNTY-  NY/MONROE
 OF1086  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1086
 OF1086                         *CURRENT SURVEY CONTROL
 OF1086  ___________________________________________________________________
 OF1086* NAD 83(1986)-  43 16 08.     (N)    077 37 33.     (W)     SCALED    
 OF1086* NAVD 88     -        76.759  (meters)     251.83   (feet)  ADJUSTED  
 OF1086  ___________________________________________________________________
 OF1086  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OF1086  DYNAMIC HT  -          76.741 (meters)     251.77  (feet)  COMP
 OF1086  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 OF1086
 OF1086  VERT ORDER  -  SECOND    CLASS I
 OF1086
 OF1086.The horizontal coordinates were scaled from a topographic map and have
 OF1086.an estimated accuracy of +/- 6 seconds.
 OF1086
 OF1086.The orthometric height was determined by differential leveling
 OF1086.and adjusted by the National Geodetic Survey in November 2004..
 OF1086.No vertical observational check was made to the station.
 OF1086
 OF1086.This Tidal Bench Mark is designated as VM 12756
 OF1086.by the Center for Operational Oceanographic Products and Services.
 OF1086
 OF1086.The geoid height was determined by GEOID03.
 OF1086
 OF1086.The dynamic height is computed by dividing the NAVD 88
 OF1086.geopotential number by the normal gravity value computed on the
 OF1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1086.degrees latitude (g = 980.6199 gals.).
 OF1086
 OF1086.The modeled gravity was interpolated from observed gravity values.
 OF1086
 OF1086;                    North         East    Units  Estimated Accuracy
 OF1086;SPC NY W     -   363,490.      427,730.      MT  (+/- 180 meters Scaled)
 OF1086
 OF1086                          SUPERSEDED SURVEY CONTROL
 OF1086
 OF1086.No superseded survey control is available for this station.
 OF1086
 OF1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869940(NAD 83)
 OF1086_MARKER: DD = SURVEY DISK
 OF1086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OF1086_SP_SET: FLOOR
 OF1086_MARK LOGO: USLS  
 OF1086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF1086+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2002
 OF1086
 OF1086  HISTORY     - Date     Condition        Report By
 OF1086  HISTORY     - 1961     MONUMENTED       USLS
 OF1086  HISTORY     - 1968     GOOD             NGS
 OF1086  HISTORY     - 19930901 GOOD             NOS
 OF1086  HISTORY     - 19970624 GOOD             NOS
 OF1086  HISTORY     - 19980613 GOOD             NOS
 OF1086  HISTORY     - 19990423 GOOD             NOS
 OF1086  HISTORY     - 20000918 GOOD             NOS
 OF1086  HISTORY     - 20010622 GOOD             NOS
 OF1086  HISTORY     - 20020623 GOOD             NOS
 OF1086
 OF1086                          STATION DESCRIPTION
 OF1086
 OF1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1086'AT ROCHESTER.
 OF1086'WINDT IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES
 OF1086'WEST OF THE GENESSEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY,
 OF1086'ON LAKE SIDE OF BEACH AVENUE, IN STONE FACED CONCRETE LAKE SURVEY
 OF1086'WATER LEVEL GAGE HOUSE, 2.8 FEET WEST OF EAST WALL, 0.4 FOOT NORTH
 OF1086'OF DOOR SILL, BEING THE HIGHEST POINT, OVER CROSS AT CENTER OF
 OF1086'BRONZE DISC SET INTO THE CONCRETE FLOOR.
 OF1086
 OF1086                          STATION RECOVERY (1993)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RDJ)
 OF1086'WINDT IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1.4 MILES (2.3
 OF1086'KM) WEST OF THE GENESSEE RIVER, AT THE MONROE COUNTY WATER AUTHORITY,
 OF1086'ON LAKE SIDE OF BEACH AVENUE, IN STONE FACED CONCRETE LAKE SURVEY
 OF1086'WATER LEVEL GAUGE HOUSE, 2.8 FEET (0.9 M) WEST OF EAST WALL, 0.4 FOOT
 OF1086'(12.2 CM) NORTH OF DOOR SILL, BEING THE HIGHEST POINT, OVER CROSS AT
 OF1086'CENTER OF BRONZE DISC SET INTO THE CONCRETE FLOOR.
 OF1086
 OF1086                          STATION RECOVERY (1997)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF1086'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING STATEMENT. ACCESS TO
 OF1086'THIS BENCH MARK CAN ONLY BE OBTAINED BY CONTACTING A NOAA/NOS
 OF1086'REPRESENTATIVE AT 757-436-0200.
 OF1086
 OF1086                          STATION RECOVERY (1998)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF1086'RECOVERED AS DESCRIBED.
 OF1086
 OF1086                          STATION RECOVERY (1999)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (RJG)
 OF1086'RECOVERED AS DESCRIBED.
 OF1086
 OF1086                          STATION RECOVERY (2000)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 OF1086'RECOVERED AS DESCRIBED.
 OF1086
 OF1086                          STATION RECOVERY (2001)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OF1086'RECOVERED AS DESCRIBED.
 OF1086
 OF1086                          STATION RECOVERY (2002)
 OF1086
 OF1086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 OF1086'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0298 ***********************************************************************
 OG0298  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0298  DESIGNATION -  905 2076 A 1
 OG0298  PID         -  OG0298
 OG0298  STATE/COUNTY-  NY/NIAGARA
 OG0298  USGS QUAD   -  
 OG0298
 OG0298                         *CURRENT SURVEY CONTROL
 OG0298  ___________________________________________________________________
 OG0298* NAD 83(1986)-  43 20 19.     (N)    078 43 31.     (W)     SCALED    
 OG0298* NAVD 88     -        81.495  (meters)     267.37   (feet)  ADJUSTED  
 OG0298  ___________________________________________________________________
 OG0298  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0298  DYNAMIC HT  -          81.478 (meters)     267.32  (feet)  COMP
 OG0298  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 OG0298
 OG0298  VERT ORDER  -  FIRST     CLASS 0
 OG0298
 OG0298.The horizontal coordinates were scaled from a topographic map and have
 OG0298.an estimated accuracy of +/- 6 seconds.
 OG0298
 OG0298.The orthometric height was determined by differential leveling
 OG0298.and adjusted by the National Geodetic Survey in June 1991..
 OG0298
 OG0298.This Tidal Bench Mark is designated as VM 12863
 OG0298.by the Center for Operational Oceanographic Products and Services.
 OG0298
 OG0298.The geoid height was determined by GEOID03.
 OG0298
 OG0298.The dynamic height is computed by dividing the NAVD 88
 OG0298.geopotential number by the normal gravity value computed on the
 OG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0298.degrees latitude (g = 980.6199 gals.).
 OG0298
 OG0298.The modeled gravity was interpolated from observed gravity values.
 OG0298
 OG0298;                    North         East    Units  Estimated Accuracy
 OG0298;SPC NY W     -   370,800.      338,490.      MT  (+/- 180 meters Scaled)
 OG0298
 OG0298                          SUPERSEDED SURVEY CONTROL
 OG0298
 OG0298.No superseded survey control is available for this station.
 OG0298
 OG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ843009(NAD 83)
 OG0298_MARKER: DV = VERTICAL CONTROL DISK
 OG0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OG0298_SP_SET: COPPER-CLAD STEEL ROD
 OG0298_MARK LOGO: NONE  
 OG0298_PROJECTION: FLUSH
 OG0298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0298
 OG0298  HISTORY     - Date     Condition        Report By
 OG0298  HISTORY     - 1976     MONUMENTED       NOS
 OG0298  HISTORY     - 1977     GOOD             NGS
 OG0298  HISTORY     - 19940602 GOOD             NOS
 OG0298  HISTORY     - 19950606 GOOD             NOS
 OG0298  HISTORY     - 19970620 GOOD             NOS
 OG0298  HISTORY     - 19980617 GOOD             NOS
 OG0298  HISTORY     - 19990429 GOOD             NOS
 OG0298  HISTORY     - 20000809 GOOD             NOS
 OG0298  HISTORY     - 20010617 GOOD             NOS
 OG0298  HISTORY     - 20020605 GOOD             NOS
 OG0298
 OG0298                          STATION DESCRIPTION
 OG0298
 OG0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0298'IN OLCOTT.
 OG0298'FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 17 AT OLCOTT, GO WEST
 OG0298'0.3 MILE ALONG STATE HIGHWAY 18 TO JACKSON STREET, THENCE 0.1 MILE
 OG0298'TO WEST MAIN STREET, THENCE 0.1 MILE WEST ON WEST MAIN STREET TO
 OG0298'CLINTON STREET, THENCE 0.3 MILE NORTH AND WEST ALONG CLINTON
 OG0298'STREET TO WEST BLUFF ROAD, 12.0 FEET SOUTH OF THE CENTERLINE OF
 OG0298'STREET, 1.0 FOOT WEST OF A POWERLINE POLE, 36 FEET SOUTH AND ACROSS
 OG0298'STREET FROM A 48-INCH MAPLE TREE, AND 65 FEET SOUTHWEST OF THE
 OG0298'SOUTHEAST CORNER OF A WHITE CAR GARAGE.
 OG0298
 OG0298                          STATION RECOVERY (1994)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0298'FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 17 AT OLCOTT, GO WEST 0.3
 OG0298'MILE (0.5 KM) ALONG STATE HIGHWAY 18 TO JACKSON STREET, THENCE 0.1
 OG0298'MILE (0.2 KM) TO WEST MAIN STREET, THENCE 0.1 MILE (0.2 KM) WEST ON
 OG0298'WEST MAIN STREET TO CLINTON STREET, THENCE 0.3 MILE (0.5 KM) NORTH AND
 OG0298'WEST ALONG CLINTON STREET TO WEST BLUFF ROAD, 12.0 FEET (3.7 M) SOUTH
 OG0298'OF THE CENTERLINE OF STREET, 3.0 FEET (0.9 M) WEST OF A POWERLINE POLE
 OG0298'NO.  NM5692-14, AND 65 FEET (19.8 M) SOUTHWEST OF THE SOUTHEAST CORNER
 OG0298'OF A CREAM COLORED CAR GARAGE, 1.5 FEET (0.5 M) BELOW THE GROUND
 OG0298'SURFACE, BEING 5/8-INCH COPPER COATED STEEL ROD, 18 FEET (5.5 M) LONG,
 OG0298'RECESSED 46 CENTIMETERS, MARK IS PROTECTED BY A 6-INCH DIAMETER PVC
 OG0298'PIPE WITH CAP FLUSH WITH THE GROUND.
 OG0298
 OG0298                          STATION RECOVERY (1995)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0298'RECOVERED AS DESCRIBED.
 OG0298
 OG0298                          STATION RECOVERY (1997)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0298'RECOVERED AS DESCRIBED.
 OG0298
 OG0298                          STATION RECOVERY (1998)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0298'RECOVERED AS DESCRIBED.
 OG0298
 OG0298                          STATION RECOVERY (1999)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0298'RECOVERED AS DESCRIBED.
 OG0298
 OG0298                          STATION RECOVERY (2000)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0298'RECOVERED AS DESCRIBED.
 OG0298
 OG0298                          STATION RECOVERY (2001)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0298'RECOVERED AS DESCRIBED.
 OG0298
 OG0298                          STATION RECOVERY (2002)
 OG0298
 OG0298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0298'FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 17 AT OLCOTT, GO WEST 0.3
 OG0298'MILE (0.5 KM) ALONG STATE HIGHWAY 18 TO JACKSON STREET, THENCE 0.1
 OG0298'MILE (0.2 KM) TO WEST MAIN STREET, THENCE 0.1 MILE (0.2 KM) WEST ON
 OG0298'WEST MAIN STREET TO CLINTON STREET, THENCE 0.3 MILE (0.5 KM) NORTH AND
 OG0298'WEST ALONG CLINTON STREET TO WEST BLUFF ROAD, 12.0 FEET (3.7 M) SOUTH
 OG0298'OF THE CENTERLINE OF STREET, 3.0 FEET (0.9 M) WEST OF A POWERLINE POLE
 OG0298'NO.  NM5692-14, AND 65 FEET (19.8 M) SOUTHWEST OF THE SOUTHEAST CORNER
 OG0298'OF A CREAM COLORED CAR GARAGE, HOUSE NUMBER 5699, 1.5 FEET (0.5 M)
 OG0298'BELOW THE GROUND SURFACE, BEING 5/8-INCH COPPER COATED STEEL ROD, 18
 OG0298'FEET (5.5 M) LONG, MARK IS PROTECTED BY A 5-IN DIAMETER PVC PIPE, SET
 OG0298'IN A 12-IN DIAM.  CONCRETE BLOCK, WITH AN ALUMINUM ACCESS COVER
 OG0298'STAMPED A-1 AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6291 ***********************************************************************
 AC6291  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6291  DESIGNATION -  905 2076 F
 AC6291  PID         -  AC6291
 AC6291  STATE/COUNTY-  NY/NIAGARA
 AC6291  USGS QUAD   -  
 AC6291
 AC6291                         *CURRENT SURVEY CONTROL
 AC6291  ___________________________________________________________________
 AC6291* NAD 83(1986)-  43 20 17.     (N)    078 43 38.     (W)     SCALED    
 AC6291* NAVD 88     -        84.122  (meters)     275.99   (feet)  ADJUSTED  
 AC6291  ___________________________________________________________________
 AC6291  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 AC6291  DYNAMIC HT  -          84.105 (meters)     275.93  (feet)  COMP
 AC6291  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 AC6291
 AC6291  VERT ORDER  -  SECOND    CLASS I
 AC6291
 AC6291.The horizontal coordinates were scaled from a topographic map and have
 AC6291.an estimated accuracy of +/- 6 seconds.
 AC6291
 AC6291.The orthometric height was determined by differential leveling
 AC6291.and adjusted by the National Geodetic Survey in April 1997..
 AC6291
 AC6291.This Tidal Bench Mark is designated as VM 12862
 AC6291.by the Center for Operational Oceanographic Products and Services.
 AC6291
 AC6291.The geoid height was determined by GEOID03.
 AC6291
 AC6291.The dynamic height is computed by dividing the NAVD 88
 AC6291.geopotential number by the normal gravity value computed on the
 AC6291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6291.degrees latitude (g = 980.6199 gals.).
 AC6291
 AC6291.The modeled gravity was interpolated from observed gravity values.
 AC6291
 AC6291;                    North         East    Units  Estimated Accuracy
 AC6291;SPC NY W     -   370,730.      338,330.      MT  (+/- 180 meters Scaled)
 AC6291
 AC6291                          SUPERSEDED SURVEY CONTROL
 AC6291
 AC6291.No superseded survey control is available for this station.
 AC6291
 AC6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ842008(NAD 83)
 AC6291_MARKER: DB = BENCH MARK DISK
 AC6291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6291_SP_SET: CULVERT
 AC6291_STAMPING: 2076 F 1979
 AC6291_MARK LOGO: NOS   
 AC6291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6291+STABILITY: SURFACE MOTION
 AC6291
 AC6291  HISTORY     - Date     Condition        Report By
 AC6291  HISTORY     - 1979     MONUMENTED       NOS
 AC6291  HISTORY     - 19940602 GOOD             NOS
 AC6291  HISTORY     - 19970620 GOOD             NOS
 AC6291  HISTORY     - 19980617 GOOD             NOS
 AC6291  HISTORY     - 19990429 GOOD             NOS
 AC6291  HISTORY     - 20000809 GOOD             NOS
 AC6291  HISTORY     - 20010617 GOOD             NOS
 AC6291  HISTORY     - 20020605 GOOD             NOS
 AC6291
 AC6291                          STATION DESCRIPTION
 AC6291
 AC6291'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AC6291'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, 30.7 FEET (9.4 M) SOUTH OF
 AC6291'CENTERLIND OF WEST MAIN STREET, 92 FEET (28.0 M) SOUTHWEST OF
 AC6291'CENTERLINE OF INTERSECTION OF WEST MAIN STREET AND CLINTON STREET,
 AC6291'64.4 FEET (19.6 M) WEST OF FIRE HYDRANT AT INTERSECTION OF WEST MAIN
 AC6291'STREET AND CLINTON STREET, 28.4 FEET (8.7 M) ESE OF CENTER OF SANITARY
 AC6291'SEWER MANHOLE, BEING A STANDARD NOS DISC LOCATED ON THE EASTERLY EDGE
 AC6291'OF A 10 FOOT (3.0 M) LONG CONCRETE CULVERT, STAMPED 2076 F 1979.
 AC6291
 AC6291                          STATION RECOVERY (1997)
 AC6291
 AC6291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AC6291'RECOVERED AS DESCRIBED.
 AC6291
 AC6291                          STATION RECOVERY (1998)
 AC6291
 AC6291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AC6291'RECOVERED AS DESCRIBED.
 AC6291
 AC6291                          STATION RECOVERY (1999)
 AC6291
 AC6291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AC6291'RECOVERED AS DESCRIBED.
 AC6291
 AC6291                          STATION RECOVERY (2000)
 AC6291
 AC6291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 AC6291'RECOVERED AS DESCRIBED.
 AC6291
 AC6291                          STATION RECOVERY (2001)
 AC6291
 AC6291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AC6291'RECOVERED AS DESCRIBED.
 AC6291
 AC6291                          STATION RECOVERY (2002)
 AC6291
 AC6291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 AC6291'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6670 ***********************************************************************
 AH6670  DESIGNATION -  905 2076 G
 AH6670  PID         -  AH6670
 AH6670  STATE/COUNTY-  NY/NIAGARA
 AH6670  USGS QUAD   -  
 AH6670
 AH6670                         *CURRENT SURVEY CONTROL
 AH6670  ___________________________________________________________________
 AH6670* NAD 83(1986)-  43 20 19.     (N)    078 43 37.     (W)     SCALED    
 AH6670* NAVD 88     -        76.221  (meters)     250.07   (feet)  ADJUSTED  
 AH6670  ___________________________________________________________________
 AH6670  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 AH6670  DYNAMIC HT  -          76.205 (meters)     250.02  (feet)  COMP
 AH6670  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 AH6670
 AH6670  VERT ORDER  -  SECOND    CLASS I
 AH6670
 AH6670.The horizontal coordinates were scaled from a topographic map and have
 AH6670.an estimated accuracy of +/- 6 seconds.
 AH6670
 AH6670.The orthometric height was determined by differential leveling
 AH6670.and adjusted by the National Geodetic Survey in March 1999..
 AH6670
 AH6670.The geoid height was determined by GEOID03.
 AH6670
 AH6670.The dynamic height is computed by dividing the NAVD 88
 AH6670.geopotential number by the normal gravity value computed on the
 AH6670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6670.degrees latitude (g = 980.6199 gals.).
 AH6670
 AH6670.The modeled gravity was interpolated from observed gravity values.
 AH6670
 AH6670;                    North         East    Units  Estimated Accuracy
 AH6670;SPC NY W     -   370,800.      338,360.      MT  (+/- 180 meters Scaled)
 AH6670
 AH6670                          SUPERSEDED SURVEY CONTROL
 AH6670
 AH6670.No superseded survey control is available for this station.
 AH6670
 AH6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ842009(NAD 83)
 AH6670_MARKER: DB = BENCH MARK DISK
 AH6670_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH6670_SP_SET: CULVERT WINGWALL
 AH6670_STAMPING: 2076 G 1988
 AH6670_MARK LOGO: NOS   
 AH6670_PROJECTION: FLUSH
 AH6670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH6670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6670+STABILITY: SURFACE MOTION
 AH6670
 AH6670  HISTORY     - Date     Condition        Report By
 AH6670  HISTORY     - 1998     MONUMENTED       NOS
 AH6670  HISTORY     - 19970620 GOOD             NOS
 AH6670  HISTORY     - 19980617 GOOD             NOS
 AH6670  HISTORY     - 19990429 GOOD             NOS
 AH6670  HISTORY     - 20000809 GOOD             NOS
 AH6670  HISTORY     - 20010617 GOOD             NOS
 AH6670  HISTORY     - 20020605 GOOD             NOS
 AH6670
 AH6670                          STATION DESCRIPTION
 AH6670
 AH6670'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (KLD)
 AH6670'IS LOCATED AT OLCOTT, NIAGARA COUNTY, NEW YORK, 101.3 FEET (30.9 M)
 AH6670'NORTH OF NORTH EDGE OF WEST BLUFF STREET, 24.5 FEET (7.5 M) EAST OF
 AH6670'CONCRETE BREAKWALL AT 5659 WEST BLUFF STREET, 13.2 FEET (4.0 M) WEST
 AH6670'OF CONCRETE PATIO OF 5661 WEST BLUFF STREET, SET FLUSH IN THE TOP OF
 AH6670'CONCRETE ABUTMENT IN EAST END, 0.8 FEET (24.4 CM) WEST OF EAST EDGE,
 AH6670'ABUTMENT IS 0.4 FEET (12.2 CM) ABOUVE GROUND LEVEL.
 AH6670
 AH6670                          STATION RECOVERY (1997)
 AH6670
 AH6670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH6670'RECOVERED AS DESCRIBED.
 AH6670
 AH6670                          STATION RECOVERY (1998)
 AH6670
 AH6670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH6670'RECOVERED AS DESCRIBED.
 AH6670
 AH6670                          STATION RECOVERY (1999)
 AH6670
 AH6670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AH6670'RECOVERED AS DESCRIBED.
 AH6670
 AH6670                          STATION RECOVERY (2000)
 AH6670
 AH6670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 AH6670'RECOVERED AS DESCRIBED.
 AH6670
 AH6670                          STATION RECOVERY (2001)
 AH6670
 AH6670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH6670'RECOVERED AS DESCRIBED.
 AH6670
 AH6670                          STATION RECOVERY (2002)
 AH6670
 AH6670'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 AH6670'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0096 ***********************************************************************
 OG0096  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0096  DESIGNATION -  905 2076 GAGE
 OG0096  PID         -  OG0096
 OG0096  STATE/COUNTY-  NY/NIAGARA
 OG0096  USGS QUAD   -  
 OG0096
 OG0096                         *CURRENT SURVEY CONTROL
 OG0096  ___________________________________________________________________
 OG0096* NAD 83(1986)-  43 20 18.     (N)    078 43 40.     (W)     SCALED    
 OG0096* NAVD 88     -        77.749  (meters)     255.08   (feet)  ADJUSTED  
 OG0096  ___________________________________________________________________
 OG0096  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 OG0096  DYNAMIC HT  -          77.733 (meters)     255.03  (feet)  COMP
 OG0096  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 OG0096
 OG0096  VERT ORDER  -  FIRST     CLASS 0
 OG0096
 OG0096.The horizontal coordinates were scaled from a topographic map and have
 OG0096.an estimated accuracy of +/- 6 seconds.
 OG0096
 OG0096.The orthometric height was determined by differential leveling
 OG0096.and adjusted by the National Geodetic Survey in June 1991..
 OG0096
 OG0096.This Tidal Bench Mark is designated as VM 12861
 OG0096.by the Center for Operational Oceanographic Products and Services.
 OG0096
 OG0096.The geoid height was determined by GEOID03.
 OG0096
 OG0096.The dynamic height is computed by dividing the NAVD 88
 OG0096.geopotential number by the normal gravity value computed on the
 OG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0096.degrees latitude (g = 980.6199 gals.).
 OG0096
 OG0096.The modeled gravity was interpolated from observed gravity values.
 OG0096
 OG0096;                    North         East    Units  Estimated Accuracy
 OG0096;SPC NY W     -   370,770.      338,290.      MT  (+/- 180 meters Scaled)
 OG0096
 OG0096                          SUPERSEDED SURVEY CONTROL
 OG0096
 OG0096.No superseded survey control is available for this station.
 OG0096
 OG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ841008(NAD 83)
 OG0096_MARKER: Q = CHISELED SQUARE
 OG0096_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OG0096_SP_SET: MANHOLE RIM
 OG0096_MARK LOGO: NONE  
 OG0096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0096
 OG0096  HISTORY     - Date     Condition        Report By
 OG0096  HISTORY     - 1966     MONUMENTED       USLS
 OG0096  HISTORY     - 1967     GOOD             USLS
 OG0096  HISTORY     - 1977     GOOD             NGS
 OG0096  HISTORY     - 19940602 GOOD             NOS
 OG0096  HISTORY     - 19970620 GOOD             NOS
 OG0096  HISTORY     - 19980617 GOOD             NOS
 OG0096  HISTORY     - 19990429 GOOD             NOS
 OG0096  HISTORY     - 20000809 GOOD             NOS
 OG0096  HISTORY     - 20010617 GOOD             NOS
 OG0096  HISTORY     - 20020605 GOOD             NOS
 OG0096
 OG0096                          STATION DESCRIPTION
 OG0096
 OG0096'DESCRIBED BY US LAKE SURVEY 1967
 OG0096'IN OLCOTT.
 OG0096'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 1/2 MILE NORTH OF WEST
 OG0096'BLUFF STREET FROM MAIN STREET (NEW YORK HIGHWAY NO. 18), 25.3 FEET
 OG0096'NORTHEAST FROM NORTHEAST CORNER OF WATER LEVEL GAGING STATION, 20.2
 OG0096'FEET SOUTH OF UTILITY POLE NO. BNEJ9, ON NORTHWEST CORNER OF A 3.2
 OG0096'FOOT SQUARE STEEL MANHOLE RIM, BEING HIGHEST POINT IN A 1-INCH SQUARE
 OG0096'CUT IN TOP OF THE RIM.
 OG0096
 OG0096                          STATION RECOVERY (1977)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0096'AT OLCOTT, FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 18 GO WEST
 OG0096'ALONG STATE HIGHWAY 18 FOR 0.3 MILE TO THE JUNCTION OF JACKSON
 OG0096'STREET, THENCE 0.1 MILE TO WEST MAIN STREET, THENCE 0.1 MILE WEST
 OG0096'ALONG WEST MAIN STREET TO BLUFF ROAD, THENCE 0.4 MILE NORTH AND
 OG0096'WEST ALONG BLUFF ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE
 OG0096'ROAD, 25.7 FEET NORTHEAST OF THE BUILDING, 21.4 FEET SOUTHWEST
 OG0096'OF POWERLINE POLE WITH A STREET LIGHT, 4.0 FEET EAST OF THE
 OG0096'CENTERLINE OF A DRIVEWAY AND SET IN THE NORTHWEST CORNER OF A
 OG0096'3-FOOT SQUARE STEEL MANHOLE COVER.
 OG0096
 OG0096                          STATION RECOVERY (1994)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0096'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 0.5 MILE (0.8 KM) NORTH
 OG0096'OF WEST BLUFF STREET FROM MAIN STREET (NEW YORK HIGHWAY NO.  18), 25.3
 OG0096'FEET (7.7 M) NORTHEAST FROM NORTHEAST CORNER OF WATER LEVEL GAGING
 OG0096'STATION, 20.2 FEET (6.2 M) SOUTH OF UTILITY POLE NO.  18, ON NORTHWEST
 OG0096'CORNER OF A 3.2 FOOT (1.0 M) SQUARE STEEL MANHOLE RIM, BEING HIGHEST
 OG0096'POINT IN A 1-INCH SQUARE CUT IN TOP OF THE RIM. IN 1977 THIS POINT WAS
 OG0096'REPORTED BY NGS AS BEING IN GOOD CONDITION. AT OLCOTT, FROM THE
 OG0096'JUNCTION OF STATE HIGHWAYS 78 AND 18 GO WEST ALONG STATE HIGHWAY 18
 OG0096'FOR 0.3 MILE (0.5 KM) TO THE JUNCTION OF JACKSON STREET, THENCE 0.1
 OG0096'MILE (0.2 KM) TO WEST MAIN STREET, THENCE 0.1 MILE (0.2 KM) WEST ALONG
 OG0096'WEST MAIN STREET TO BLUFF ROAD, THENCE 0.4 MILE (0.6 KM) NORTH AND
 OG0096'WEST ALONG BLUFF ROAD, 34 FEET (10.4 M) SOUTH OF THE CENTERLINE OF THE
 OG0096'ROAD, 25.7 FEET (7.8 M) NORTHEAST OF THE BUILDING, 21.4 FEET (6.5 M)
 OG0096'SOUTHWEST OF POWERLINE POLE WITH A STREET LIGHT, 4.0 FEET (1.2 M) EAST
 OG0096'OF THE CENTERLINE OF A DRIVEWAY AND SET IN THE NORTHWEST CORNER OF A
 OG0096'3-FOOT SQUARE STEEL MANHOLE COVER.
 OG0096
 OG0096                          STATION RECOVERY (1997)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0096'RECOVERED AS DESCRIBED.
 OG0096
 OG0096                          STATION RECOVERY (1998)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0096'RECOVERED AS DESCRIBED.
 OG0096
 OG0096                          STATION RECOVERY (1999)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0096'RECOVERED AS DESCRIBED.
 OG0096
 OG0096                          STATION RECOVERY (2000)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0096'RECOVERED AS DESCRIBED.
 OG0096
 OG0096                          STATION RECOVERY (2001)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0096'RECOVERED AS DESCRIBED.
 OG0096
 OG0096                          STATION RECOVERY (2002)
 OG0096
 OG0096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0096'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9233 ***********************************************************************
 AH9233  FBN         -  This is a Federal Base Network Control Station.
 AH9233  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9233  DESIGNATION -  905 2076 H
 AH9233  PID         -  AH9233
 AH9233  STATE/COUNTY-  NY/NIAGARA
 AH9233  USGS QUAD   -  
 AH9233
 AH9233                         *CURRENT SURVEY CONTROL
 AH9233  ___________________________________________________________________
 AH9233* NAD 83(1997)-  43 20 03.94066(N)    078 43 09.89893(W)     ADJUSTED  
 AH9233* NAVD 88     -        87.681  (meters)     287.67   (feet)  ADJUSTED  
 AH9233  ___________________________________________________________________
 AH9233  X           -     908,933.900 (meters)                     COMP
 AH9233  Y           -  -4,556,805.840 (meters)                     COMP
 AH9233  Z           -   4,354,635.473 (meters)                     COMP
 AH9233  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AH9233  ELLIP HEIGHT-          51.57  (meters)          (09/18/02) GPS OBS
 AH9233  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 AH9233  DYNAMIC HT  -          87.663 (meters)     287.61  (feet)  COMP
 AH9233  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 AH9233
 AH9233  HORZ ORDER  -  A
 AH9233  VERT ORDER  -  SECOND    CLASS I
 AH9233  ELLP ORDER  -  FOURTH    CLASS II
 AH9233
 AH9233.The horizontal coordinates were established by GPS observations
 AH9233.and adjusted by the National Geodetic Survey in May 1999..
 AH9233
 AH9233.The orthometric height was determined by differential leveling
 AH9233.and adjusted by the National Geodetic Survey in November 2004..
 AH9233.No vertical observational check was made to the station.
 AH9233
 AH9233.This Tidal Bench Mark is designated as VM 17051
 AH9233.by the Center for Operational Oceanographic Products and Services.
 AH9233
 AH9233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9233
 AH9233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9233
 AH9233.The ellipsoidal height was determined by GPS observations
 AH9233.and is referenced to NAD 83.
 AH9233
 AH9233.The geoid height was determined by GEOID03.
 AH9233
 AH9233.The dynamic height is computed by dividing the NAVD 88
 AH9233.geopotential number by the normal gravity value computed on the
 AH9233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9233.degrees latitude (g = 980.6199 gals.).
 AH9233
 AH9233.The modeled gravity was interpolated from observed gravity values.
 AH9233
 AH9233;                    North         East     Units Scale Factor Converg.
 AH9233;SPC NY W     -   370,330.308   338,964.717   MT  0.99993900   -0 05 36.2
 AH9233;SPC NY W     - 1,214,992.02  1,112,086.74   sFT  0.99993900   -0 05 36.2
 AH9233;UTM  17      - 4,800,479.253   684,878.209   MT  1.00002047   +1 33 55.8
 AH9233
 AH9233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9233!SPC NY W     -   0.99999191  x   0.99993900  =   0.99993091
 AH9233!UTM  17      -   0.99999191  x   1.00002047  =   1.00001238
 AH9233
 AH9233                          SUPERSEDED SURVEY CONTROL
 AH9233
 AH9233  ELLIP H (05/25/99)   51.58   (m)                       GP(       ) 3 1
 AH9233
 AH9233.Superseded values are not recommended for survey control.
 AH9233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9233.See file dsdata.txt to determine how the superseded data were derived.
 AH9233
 AH9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ8487800479(NAD 83)
 AH9233_MARKER: F = FLANGE-ENCASED ROD
 AH9233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH9233_STAMPING: 2076 H 1997
 AH9233_MARK LOGO: NOS   
 AH9233_PROJECTION: RECESSED 6 CENTIMETERS
 AH9233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9233+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AH9233_ROD/PIPE-DEPTH: 3.66 meters
 AH9233_SLEEVE-DEPTH  : 1.22 meters
 AH9233
 AH9233  HISTORY     - Date     Condition        Report By
 AH9233  HISTORY     - 1997     MONUMENTED       NOS
 AH9233  HISTORY     - 19970620 GOOD             NOS
 AH9233  HISTORY     - 19980617 GOOD             NOS
 AH9233  HISTORY     - 19990429 GOOD             NOS
 AH9233  HISTORY     - 20000809 GOOD             NOS
 AH9233  HISTORY     - 20010617 GOOD             NOS
 AH9233  HISTORY     - 20010716 GOOD             NOS
 AH9233  HISTORY     - 20020605 GOOD             NOS
 AH9233
 AH9233                          STATION DESCRIPTION
 AH9233
 AH9233'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9233'BM IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, FROM THE JUNCTION OF STATE
 AH9233'HIGHWAYS 78 AND 18 GO WEST ALONG STATE HIGHWAY 18 FOR 0.3 MILE (0.5
 AH9233'KM) TO THE JUNCTION OF JACKSON STREET, ROD MARK IS SET IN THE
 AH9233'SOUTHEAST CORNER OF THE INTERSECTION, 194.0 FT (59.1 M) WEST OF THE
 AH9233'NORTHWEST CORNER OF A TWO DOOR CORRUGATED METAL BOAT SHED, 86.7 FT
 AH9233'(26.4 M) SOUTH OF THE CENTERLINE OF 18 WEST, 29.6 FT (9.0 M) EAST OF
 AH9233'THE CENTERLINE OF THE EASTERN MOST ENTRANCE ROAD TO THE HARBOR MOTEL
 AH9233'AND RESTRAUNT, 15.6 FT (4.8 M) SOUTH SOUTHEAST OF THE WITNESS POST,
 AH9233'O.2 FT BELOW GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A
 AH9233'STAINLESS STEEL ROD AND IS PROTECTED BY A 5-INCH PVC PIPE WITH AN
 AH9233'ALUMINUM ACCESS COVER STAMPED 2076 H 1997.
 AH9233
 AH9233                          STATION RECOVERY (1997)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9233'RECOVERED AS DESCRIBED.
 AH9233
 AH9233                          STATION RECOVERY (1998)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 AH9233'RECOVERED AS DESCRIBED.
 AH9233
 AH9233                          STATION RECOVERY (1999)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 AH9233'RECOVERED AS DESCRIBED.
 AH9233
 AH9233                          STATION RECOVERY (2000)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 AH9233'RECOVERED AS DESCRIBED.
 AH9233
 AH9233                          STATION RECOVERY (2001)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 AH9233'RECOVERED AS DESCRIBED.
 AH9233
 AH9233                          STATION RECOVERY (2001)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CSM)
 AH9233'RECOVERED AS DESCRIBED.
 AH9233'
 AH9233
 AH9233                          STATION RECOVERY (2002)
 AH9233
 AH9233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 AH9233'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0095 ***********************************************************************
 OG0095  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0095  DESIGNATION -  905 2076 MOTTS
 OG0095  PID         -  OG0095
 OG0095  STATE/COUNTY-  NY/NIAGARA
 OG0095  USGS QUAD   -  
 OG0095
 OG0095                         *CURRENT SURVEY CONTROL
 OG0095  ___________________________________________________________________
 OG0095* NAD 83(1986)-  43 20 14.     (N)    078 43 18.     (W)     SCALED    
 OG0095* NAVD 88     -        83.594  (meters)     274.26   (feet)  ADJUSTED  
 OG0095  ___________________________________________________________________
 OG0095  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0095  DYNAMIC HT  -          83.576 (meters)     274.20  (feet)  COMP
 OG0095  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 OG0095
 OG0095  VERT ORDER  -  FIRST     CLASS 0
 OG0095
 OG0095.The horizontal coordinates were scaled from a topographic map and have
 OG0095.an estimated accuracy of +/- 6 seconds.
 OG0095
 OG0095.The orthometric height was determined by differential leveling
 OG0095.and adjusted by the National Geodetic Survey in June 1991..
 OG0095.WARNING-Repeat measurements at this control monument indicate possible
 OG0095.vertical movement.
 OG0095
 OG0095.This Tidal Bench Mark is designated as VM 12864
 OG0095.by the Center for Operational Oceanographic Products and Services.
 OG0095
 OG0095.The geoid height was determined by GEOID03.
 OG0095
 OG0095.The dynamic height is computed by dividing the NAVD 88
 OG0095.geopotential number by the normal gravity value computed on the
 OG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0095.degrees latitude (g = 980.6199 gals.).
 OG0095
 OG0095.The modeled gravity was interpolated from observed gravity values.
 OG0095
 OG0095;                    North         East    Units  Estimated Accuracy
 OG0095;SPC NY W     -   370,640.      338,780.      MT  (+/- 180 meters Scaled)
 OG0095
 OG0095                          SUPERSEDED SURVEY CONTROL
 OG0095
 OG0095.No superseded survey control is available for this station.
 OG0095
 OG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ846007(NAD 83)
 OG0095_MARKER: F = FLANGE-ENCASED ROD
 OG0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OG0095_MARK LOGO: NONE  
 OG0095_PROJECTION: FLUSH
 OG0095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0095
 OG0095  HISTORY     - Date     Condition        Report By
 OG0095  HISTORY     - 1967     MONUMENTED       USLS
 OG0095  HISTORY     - 1967     GOOD             USLS
 OG0095  HISTORY     - 1978     GOOD             NGS
 OG0095  HISTORY     - 19940602 GOOD             NOS
 OG0095  HISTORY     - 19950605 GOOD             NOS
 OG0095  HISTORY     - 19970620 GOOD             NOS
 OG0095  HISTORY     - 19980617 GOOD             NOS
 OG0095  HISTORY     - 19990429 GOOD             NOS
 OG0095  HISTORY     - 20000809 GOOD             NOS
 OG0095  HISTORY     - 20010617 GOOD             NOS
 OG0095  HISTORY     - 20020605 GOOD             NOS
 OG0095
 OG0095                          STATION DESCRIPTION
 OG0095
 OG0095'DESCRIBED BY US LAKE SURVEY 1967
 OG0095'IN OLCOTT.
 OG0095'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 686 FEET NORTH OF WEST
 OG0095'BLUFF STREET FROM MAIN STREET (NEW YORK HIGHWAY NO. 18) NEAR
 OG0095'SOUTHWEST CORNER OF ATTACHED GARAGE AT 1537 WEST BLUFF STREET, 12.5
 OG0095'FEET EAST OF CENTERLINE OF STREET, 8.8 FEET SOUTHWEST OF A 12-INCH
 OG0095'MAPLE, 4.2 FEET NORTHWEST OF A 15-INCH NUT TREE, 3.3 FEET WEST AND IN
 OG0095'LINE WITH SOUTH FACE OF THE GARAGE, 1/2-FOOT BELOW THE GROUND
 OG0095'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OG0095'COPPER-COATED STEEL ROD, 16 FEET LONG.
 OG0095
 OG0095                          STATION RECOVERY (1978)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OG0095'IN OLCOTT, 686 FEET NORTH ON WEST BLUFF STREET FROM MAIN STREET, STATE
 OG0095'HIGHWAY 18, NEAR THE SOUTHWEST CORNER OF ATTACHED GARAGE AT 1537 WEST
 OG0095'BLUFF STREET, 12.5 FEET EAST OF THE CENTERLINE OF THE STREET, 8.8
 OG0095'FEET SOUTHWEST OF A 12 INCH MAPLE TREE, 24.8 FEET NORTHWEST OF A 10
 OG0095'INCH NUT TREE, 3.3 FEET WEST AND IN LINE WITH SOUTH FACE OF THE
 OG0095'GARAGE, AND BEING THE HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER
 OG0095'COPPER COATED STEEL ROD.
 OG0095
 OG0095                          STATION RECOVERY (1994)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0095'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 686 FEET (209.1 M) NORTH
 OG0095'OF WEST BLUFF STREET FROM MAIN STREET (NEW YORK HIGHWAY NO. 18) NEAR
 OG0095'SOUTHWEST CORNER OF ATTACHED GARAGE AT 1537 WEST BLUFF STREET, 12.5
 OG0095'FEET (3.8 M) EAST OF CENTERLINE OF STREET, 9.3 FEET (2.8 M) SOUTHWEST
 OG0095'OF A 12-INCH MAPL, 3.3 FEET (1.0 M) WEST AND IN LINE WITH SOUTH FACE
 OG0095'OF THE GARAGE, 0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE, BEING
 OG0095'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 OG0095'16 FEET (4.9 M) LONG, RECESSED 15 CENTIMETERS. 686 FEET (209.1 M)
 OG0095'NORTH ON WEST BLUFF STREET FROM MAIN STREET, STATE HIGHWAY 18, NEAR
 OG0095'THE SOUTHWEST CORNER OF ATTACHED GARAGE AT 1537 WEST BLUFF STREET,
 OG0095'12.5 FEET (3.8 M) EAST OF THE CENTERLINE OF THE STREET, 8.8 FEET (2.7
 OG0095'M) SOUTHWEST OF A 12 INCH MAPLE TREE, 24.8 FEET (7.6 M) NORTHWEST OF A
 OG0095'15 INCH NUT TREE, 3.3 FEET (1.0 M) WEST AND IN LINE WITH SOUTH FACE OF
 OG0095'THE GARAGE.
 OG0095
 OG0095                          STATION RECOVERY (1995)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0095'RECOVERED AS DESCRIBED.
 OG0095
 OG0095                          STATION RECOVERY (1997)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0095'RECOVERED AS DESCRIBED.
 OG0095
 OG0095                          STATION RECOVERY (1998)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0095'RECOVERED AS DESCRIBED.
 OG0095
 OG0095                          STATION RECOVERY (1999)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0095'RAD 4/29/1999
 OG0095
 OG0095                          STATION RECOVERY (2000)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0095'RECOVERED AS DESCRIBED.
 OG0095
 OG0095                          STATION RECOVERY (2001)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0095'RECOVERED AS DESCRIBED.
 OG0095
 OG0095                          STATION RECOVERY (2002)
 OG0095
 OG0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0095'RECOVERED IN GOOD CONDITION.  ADD--MARK IS PROTECTED WITH A 5-INCH PVC
 OG0095'PIPE WITH ALUMINUM ACCESS LID AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0098 ***********************************************************************
 OG0098  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0098  DESIGNATION -  905 2076 WEST
 OG0098  PID         -  OG0098
 OG0098  STATE/COUNTY-  NY/NIAGARA
 OG0098  USGS QUAD   -  
 OG0098
 OG0098                         *CURRENT SURVEY CONTROL
 OG0098  ___________________________________________________________________
 OG0098* NAD 83(1986)-  43 20 16.     (N)    078 43 38.     (W)     SCALED    
 OG0098* NAVD 88     -        77.508  (meters)     254.29   (feet)  ADJUSTED  
 OG0098  ___________________________________________________________________
 OG0098  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0098  DYNAMIC HT  -          77.492 (meters)     254.24  (feet)  COMP
 OG0098  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 OG0098
 OG0098  VERT ORDER  -  FIRST     CLASS 0
 OG0098
 OG0098.The horizontal coordinates were scaled from a topographic map and have
 OG0098.an estimated accuracy of +/- 6 seconds.
 OG0098
 OG0098.The orthometric height was determined by differential leveling
 OG0098.and adjusted by the National Geodetic Survey in June 1991..
 OG0098
 OG0098.This Tidal Bench Mark is designated as VM 12860
 OG0098.by the Center for Operational Oceanographic Products and Services.
 OG0098
 OG0098.The geoid height was determined by GEOID03.
 OG0098
 OG0098.The dynamic height is computed by dividing the NAVD 88
 OG0098.geopotential number by the normal gravity value computed on the
 OG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0098.degrees latitude (g = 980.6199 gals.).
 OG0098
 OG0098.The modeled gravity was interpolated from observed gravity values.
 OG0098
 OG0098;                    North         East    Units  Estimated Accuracy
 OG0098;SPC NY W     -   370,700.      338,330.      MT  (+/- 180 meters Scaled)
 OG0098
 OG0098                          SUPERSEDED SURVEY CONTROL
 OG0098
 OG0098.No superseded survey control is available for this station.
 OG0098
 OG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ842008(NAD 83)
 OG0098_MARKER: Z = SEE DESCRIPTION
 OG0098_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OG0098_MARK LOGO: NONE  
 OG0098_PROJECTION: FLUSH
 OG0098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OG0098+STABILITY: POSITION/ELEVATION WELL
 OG0098
 OG0098  HISTORY     - Date     Condition        Report By
 OG0098  HISTORY     - 1967     MONUMENTED       USLS
 OG0098  HISTORY     - 1967     GOOD             USLS
 OG0098  HISTORY     - 1977     GOOD             NGS
 OG0098  HISTORY     - 19940602 GOOD             NOS
 OG0098  HISTORY     - 19950606 GOOD             NOS
 OG0098  HISTORY     - 19970620 GOOD             NOS
 OG0098  HISTORY     - 19980617 GOOD             NOS
 OG0098  HISTORY     - 19990429 GOOD             NOS
 OG0098  HISTORY     - 20000809 GOOD             NOS
 OG0098  HISTORY     - 20010617 GOOD             NOS
 OG0098  HISTORY     - 20020605 GOOD             NOS
 OG0098
 OG0098                          STATION DESCRIPTION
 OG0098
 OG0098'DESCRIBED BY US LAKE SURVEY 1967
 OG0098'IN OLCOTT.
 OG0098'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 1/2 MILE NORTH AND WEST
 OG0098'FROM THE INTERSECTION OF W. MAIN ST. (HIGHWAY 18) AND CLINTON STREET,
 OG0098'54.0 FEET SOUTHEAST OF 24-INCH POPLAR, 50 FEET SOUTH
 OG0098'OF CENTERLINE OF WEST BLUFF ROAD, 41.0 FEET SOUTH OF UTILITY NO. 18,
 OG0098'32.3 FEET NORTHEAST OF SOUTHEAST CORNER, 25.8 FEET EAST OF NORTHEAST
 OG0098'CORNER AND IN LINE WITH NORTH FACE OF YELLOW BRICK GAGE HOUSE, 17.4
 OG0098'FEET WEST OF 12-INCH APPLE, 1-1/2 FOOT BELOW THE GROUND SURFACE,
 OG0098'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 OG0098'3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 15 FEET LONG.  THE PIPE IS
 OG0098'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IN PROTECTED BY
 OG0098'A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1 FOOT BELOW THE GROUND
 OG0098'SURFACE.
 OG0098
 OG0098                          STATION RECOVERY (1977)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0098'AT OLCOTT, FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 78 GO WEST
 OG0098'ALONG STATE HIGHWAY 18 FOR 0.3 MILE TO THE JUNCTION OF JACKSON
 OG0098'STREET, THENCE 0.1 MILE NORTH TO THE JUNCTION OF WEST MAIN STREET,
 OG0098'THENCE 0.15 MILE WEST TO CLINTON STREET, THENCE 0.3 MILE NORTH
 OG0098'AND WEST ALONG CLINTON AND BLUFF ROAD, AT THE GAGING STATION
 OG0098'BUILDING, 55 FEET SOUTH OF THE CENTER OF BLUFF ROAD, 26 FEET
 OG0098'EAST OF THE NORTHEAST CORNER OF THE GAGING STATION BUILDING,
 OG0098'25.5 FEET SOUTHEAST OF BM 905 2076 GAGE USLS, 42.0 FEET SOUTH OF A
 OG0098'POWERLINE POLE WITH STREET LIGHT, AND THE HIGHEST POINT BEING
 OG0098'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH GALVANIZED
 OG0098'PIPE, WHICH IS ENCASED IN A 1-INCH STEEL PIPE, WHICH IS PROTECTED
 OG0098'BY A 6-INCH CONCRETE PIPE WITH A COVER, 1 FOOT BELOW THE GROUND
 OG0098'SURFACE.
 OG0098
 OG0098                          STATION RECOVERY (1994)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0098'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, FROM THE JUNCTION OF STATE
 OG0098'HIGHWAYS 18 AND 78 GO WEST ALONG STATE HIGHWAY 18 FOR 0.3 MILE (0.5
 OG0098'KM) TO THE JUNCTION OF JACKSON STREET, THENCE 0.1 MILE (0.2 KM) NORTH
 OG0098'TO THE JUNCTION OF WEST MAIN STREET, THENCE 0.15 MILE (0.24 KM) WEST
 OG0098'TO CLINTON STREET, THENCE 0.3 MILE (0.5 KM) NORTH AND WEST ALONG
 OG0098'CLINTON AND BLUFF ROAD, AT THE YELLOW BRICK GAUGING STATION BUILDING,
 OG0098'55 FEET (16.8 M) SOUTH OF THE CENTER OF BLUFF ROAD, 42.0 FEET (12.8 M)
 OG0098'SOUTH OF A POWERLINE POLE NO.  18 WITH STREET LIGHT, 32.3 FEET (9.8 M)
 OG0098'NORTHEAST OF THE SOUTHEAST CORNER, 25.8 FEET (7.9 M) EAST OF THE
 OG0098'NORTHEAST CORNER OF THE GAUGING STATION BUILDING, 25.5 FEET (7.8 M)
 OG0098'SOUTHEAST OF BM 905 2076 GAGE USLS, 1.5 FEET (0.5 M) BELOW THE GROUND
 OG0098'SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 OG0098'OF A 3/8-INCH GALVANIZED STEEL PIPE, 15 FEET (4.6 M) LONG.  THE PIPE
 OG0098'IS ENCASED IN A 1-INCH STEEL PIPE AND THE MARK IS PROTECTED BY A
 OG0098'6-INCH DIAMETER CONCRETE PIPE WITH A COVER, 1 FOOT (0.3 M) BELOW THE
 OG0098'GROUND SURFACE.
 OG0098
 OG0098                          STATION RECOVERY (1995)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0098'RECOVERED AS DESCRIBED.
 OG0098
 OG0098                          STATION RECOVERY (1997)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0098'RECOVERED AS DESCRIBED.
 OG0098
 OG0098                          STATION RECOVERY (1998)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0098'RECOVERED AS DESCRIBED.
 OG0098
 OG0098                          STATION RECOVERY (1999)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0098'RECOVERED AS DESCRIBED.
 OG0098
 OG0098                          STATION RECOVERY (2000)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0098'RECOVERED AS DESCRIBED.
 OG0098
 OG0098                          STATION RECOVERY (2001)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0098'RECOVERED AS DESCRIBED.
 OG0098
 OG0098                          STATION RECOVERY (2002)
 OG0098
 OG0098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0098'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0083 ***********************************************************************
 OG0083  DESIGNATION -  905 2082 HARBOR USLS
 OG0083  PID         -  OG0083
 OG0083  STATE/COUNTY-  NY/NIAGARA
 OG0083  USGS QUAD   -  
 OG0083
 OG0083                         *CURRENT SURVEY CONTROL
 OG0083  ___________________________________________________________________
 OG0083* NAD 83(1986)-  43 19 01.     (N)    078 49 57.     (W)     SCALED    
 OG0083* NAVD 88     -        80.402  (meters)     263.79   (feet)  ADJUSTED  
 OG0083  ___________________________________________________________________
 OG0083  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OG0083  DYNAMIC HT  -          80.385 (meters)     263.73  (feet)  COMP
 OG0083  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OG0083
 OG0083  VERT ORDER  -  FIRST     CLASS 0
 OG0083
 OG0083.The horizontal coordinates were scaled from a topographic map and have
 OG0083.an estimated accuracy of +/- 6 seconds.
 OG0083
 OG0083.The orthometric height was determined by differential leveling
 OG0083.and adjusted by the National Geodetic Survey in June 1991..
 OG0083
 OG0083.The geoid height was determined by GEOID03.
 OG0083
 OG0083.The dynamic height is computed by dividing the NAVD 88
 OG0083.geopotential number by the normal gravity value computed on the
 OG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0083.degrees latitude (g = 980.6199 gals.).
 OG0083
 OG0083.The modeled gravity was interpolated from observed gravity values.
 OG0083
 OG0083;                    North         East    Units  Estimated Accuracy
 OG0083;SPC NY W     -   368,410.      329,790.      MT  (+/- 180 meters Scaled)
 OG0083
 OG0083                          SUPERSEDED SURVEY CONTROL
 OG0083
 OG0083.No superseded survey control is available for this station.
 OG0083
 OG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH757982(NAD 83)
 OG0083_MARKER: Z = SEE DESCRIPTION
 OG0083_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0083+WITH SETTING: INTO GROUND
 OG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0083+STABILITY: SURFACE MOTION
 OG0083
 OG0083  HISTORY     - Date     Condition        Report By
 OG0083  HISTORY     - UNK      MONUMENTED       USLS
 OG0083  HISTORY     - 1967     GOOD             USLS
 OG0083  HISTORY     - 1977     GOOD             NGS
 OG0083
 OG0083                          STATION DESCRIPTION
 OG0083
 OG0083'DESCRIBED BY US LAKE SURVEY 1967
 OG0083'IN WILSON HARBOR.
 OG0083'IS AT WILSON HARBOR, NIAGARA COUNTY, NEW YORK, NEAR THE EXTREME EAST
 OG0083'END OF TUSCARORA BAY, AT THE SOUTHEAST CORNER OF WEST ONTARIO AND
 OG0083'HARBOR STREETS, 38 FEET EAST OF THE CENTERLINE OF HARBOR STREET, 23
 OG0083'FEET SOUTH OF THE CENTERLINE OF WEST ONTARIO STREET, 43.8 FEET NORTH
 OG0083'OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF FIELDSTONE CHIMNEY, 13
 OG0083'FEET FROM A STONE CORNER POST, 9.1 FEET WEST OF MOST WESTERLY TREE OF
 OG0083'A ROW OF FOUR 24-INCH MAPLES, 1/2-FOOT BELOW THE GROUND SURFACE,
 OG0083'BEING HIGHEST POINT ON TOP OF A 1-1/4 INCH DIAMETER IRON ROD, 8 FEET
 OG0083'LONG.
 OG0083
 OG0083                          STATION RECOVERY (1977)
 OG0083
 OG0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0083'AT WILSON, FROM THE JUNCTION OF STATE HIGHWAYS 425 AND 18 AT THE
 OG0083'NORTH EDGE OF WILSON GO WEST ALONG STATE HIGHWAY 18 FOR 0.2 MILE,
 OG0083'THENCE 0.05 MILE TO THE JUNCTION OF ONTARIO AND HARBOR STREETS,
 OG0083'19.0 FEET SOUTH OF THE CENTERLINE OF ONTARIO STREET, 3.0 FEET
 OG0083'EAST OF POWERLINE POLE NUMBER 114, 178 FEET WEST OF THE CENTERLINE
 OG0083'OF HARBOR STREET AND THE HIGHEST POINT BEING THE TOP OF A 1 1/4
 OG0083'INCH IRON ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0084 ***********************************************************************
 OG0084  DESIGNATION -  905 2082 HEDGE USLS
 OG0084  PID         -  OG0084
 OG0084  STATE/COUNTY-  NY/NIAGARA
 OG0084  USGS QUAD   -  
 OG0084
 OG0084                         *CURRENT SURVEY CONTROL
 OG0084  ___________________________________________________________________
 OG0084* NAD 83(1986)-  43 19 03.     (N)    078 49 51.     (W)     SCALED    
 OG0084* NAVD 88     -        80.020  (meters)     262.53   (feet)  ADJUSTED  
 OG0084  ___________________________________________________________________
 OG0084  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OG0084  DYNAMIC HT  -          80.003 (meters)     262.48  (feet)  COMP
 OG0084  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OG0084
 OG0084  VERT ORDER  -  FIRST     CLASS 0
 OG0084
 OG0084.The horizontal coordinates were scaled from a topographic map and have
 OG0084.an estimated accuracy of +/- 6 seconds.
 OG0084
 OG0084.The orthometric height was determined by differential leveling
 OG0084.and adjusted by the National Geodetic Survey in June 1991..
 OG0084
 OG0084.The geoid height was determined by GEOID03.
 OG0084
 OG0084.The dynamic height is computed by dividing the NAVD 88
 OG0084.geopotential number by the normal gravity value computed on the
 OG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0084.degrees latitude (g = 980.6199 gals.).
 OG0084
 OG0084.The modeled gravity was interpolated from observed gravity values.
 OG0084
 OG0084;                    North         East    Units  Estimated Accuracy
 OG0084;SPC NY W     -   368,470.      329,920.      MT  (+/- 180 meters Scaled)
 OG0084
 OG0084                          SUPERSEDED SURVEY CONTROL
 OG0084
 OG0084.No superseded survey control is available for this station.
 OG0084
 OG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH758983(NAD 83)
 OG0084_MARKER: Z = SEE DESCRIPTION
 OG0084_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0084+WITH SETTING: INTO GROUND
 OG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0084+STABILITY: SURFACE MOTION
 OG0084
 OG0084  HISTORY     - Date     Condition        Report By
 OG0084  HISTORY     - UNK      MONUMENTED       USLS
 OG0084  HISTORY     - 1967     GOOD             USLS
 OG0084  HISTORY     - 1977     GOOD             NGS
 OG0084
 OG0084                          STATION DESCRIPTION
 OG0084
 OG0084'DESCRIBED BY US LAKE SURVEY 1967
 OG0084'IN WILSON HARBOR.
 OG0084'IS AT WILSON HARBOR, NIAGARA COUNTY, NEW YORK, NEAR EXTREME EAST END
 OG0084'OF TUSCARORA BAY, NEAR THE INTERSECTION OF SUNSET AND WEST ONTARIO
 OG0084'STREETS, ON NORTH SIDE OF WEST ONTARIO STREET, ON STREET SIDE OF A
 OG0084'HIGH HEDGE ROW, 115 FEET WEST OF A 24-INCH MAPLE TREE, 73 FEET EAST
 OG0084'OF A 24-INCH POPLAR TREE, 20.2 FEET FROM CENTERLINE OF THE ROAD, 7.8
 OG0084'FEET NORTHWEST OF UTILITY POLE NO. 110, ABOUT 6 FEET NORTH OF UTILITY
 OG0084'LINE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 OG0084'OF A 1-1/4 INCH DIAMETER IRON ROD, 6 FEET LONG.
 OG0084
 OG0084                          STATION RECOVERY (1977)
 OG0084
 OG0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0084'AT WILSON, FROM THE JUNCTION OF STATE HIGHWAYS 425 AND 18 AT THE
 OG0084'NORTH EDGE OF WILSON GO WEST ALONG STATE HIGHWAY 18 FOR 0.2 MILE,
 OG0084'20.0 FEET NORTH OF THE CENTERLINE OF ONTARIO STREET LEADING WEST
 OG0084'TO WILSON HARBOR, 9.0 FEET NORTHWEST OF POWERLINE POLE NUMBER 110,
 OG0084'75.7 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 18, 24 FEET
 OG0084'SOUTHEAST OF THE EAST POST OF A WOOD GATE AND THE HIGHEST POINT
 OG0084'BEING THE TOP OF A 1 1/4 INCH IRON ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0305 ***********************************************************************
 OG0305  DESIGNATION -  905 2082 INTERSECTION
 OG0305  PID         -  OG0305
 OG0305  STATE/COUNTY-  NY/NIAGARA
 OG0305  USGS QUAD   -  
 OG0305
 OG0305                         *CURRENT SURVEY CONTROL
 OG0305  ___________________________________________________________________
 OG0305* NAD 83(1986)-  43 19 03.     (N)    078 49 51.     (W)     SCALED    
 OG0305* NAVD 88     -        80.006  (meters)     262.49   (feet)  ADJUSTED  
 OG0305  ___________________________________________________________________
 OG0305  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OG0305  DYNAMIC HT  -          79.989 (meters)     262.43  (feet)  COMP
 OG0305  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OG0305
 OG0305  VERT ORDER  -  FIRST     CLASS 0
 OG0305
 OG0305.The horizontal coordinates were scaled from a topographic map and have
 OG0305.an estimated accuracy of +/- 6 seconds.
 OG0305
 OG0305.The orthometric height was determined by differential leveling
 OG0305.and adjusted by the National Geodetic Survey in June 1991..
 OG0305
 OG0305.The geoid height was determined by GEOID03.
 OG0305
 OG0305.The dynamic height is computed by dividing the NAVD 88
 OG0305.geopotential number by the normal gravity value computed on the
 OG0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0305.degrees latitude (g = 980.6199 gals.).
 OG0305
 OG0305.The modeled gravity was interpolated from observed gravity values.
 OG0305
 OG0305;                    North         East    Units  Estimated Accuracy
 OG0305;SPC NY W     -   368,470.      329,920.      MT  (+/- 180 meters Scaled)
 OG0305
 OG0305                          SUPERSEDED SURVEY CONTROL
 OG0305
 OG0305.No superseded survey control is available for this station.
 OG0305
 OG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH758983(NAD 83)
 OG0305_MARKER: Z = SEE DESCRIPTION
 OG0305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OG0305+WITH SETTING: INFORMATION.
 OG0305_SP_SET: SHALLOW SET METAL ROD
 OG0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0305
 OG0305  HISTORY     - Date     Condition        Report By
 OG0305  HISTORY     - 1970     MONUMENTED       USLS
 OG0305  HISTORY     - 1977     GOOD             NGS
 OG0305  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 OG0305
 OG0305                          STATION DESCRIPTION
 OG0305
 OG0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0305'IN WILSON.
 OG0305'AT WILSON, FROM THE JUNCTION OF STATE HIGHWAYS 425 AND 18 AT THE
 OG0305'NORTH EDGE OF WILSON GO WEST ALONG STATE HIGHWAY 18 FOR 0.2 MILE,
 OG0305'15 FEET NORTH OF THE CENTERLINE OF ONTARIO STREET, 7.9 FEET
 OG0305'SOUTH OF BM 905 2082 HEDGE USLS, 2.0 FEET NORTH OF POWERLINE POLE
 OG0305'NUMBER 110, 12.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 OG0305'GARAGE AND THE HIGHEST POINT BEING THE TOP OF A 5/8 INCH COPPER-
 OG0305'COATED ROD.
 OG0305
 OG0305                          STATION RECOVERY (2001)
 OG0305
 OG0305'RECOVERY NOTE BY US POWER SQUADRON 2001 (JL)
 OG0305'INACCESSABLE AREA, HEAVY BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0306 ***********************************************************************
 OG0306  DESIGNATION -  905 2082 POLE USLS
 OG0306  PID         -  OG0306
 OG0306  STATE/COUNTY-  NY/NIAGARA
 OG0306  USGS QUAD   -  
 OG0306
 OG0306                         *CURRENT SURVEY CONTROL
 OG0306  ___________________________________________________________________
 OG0306* NAD 83(1986)-  43 19 01.     (N)    078 49 59.     (W)     SCALED    
 OG0306* NAVD 88     -        79.680  (meters)     261.42   (feet)  ADJUSTED  
 OG0306  ___________________________________________________________________
 OG0306  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OG0306  DYNAMIC HT  -          79.663 (meters)     261.36  (feet)  COMP
 OG0306  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OG0306
 OG0306  VERT ORDER  -  FIRST     CLASS 0
 OG0306
 OG0306.The horizontal coordinates were scaled from a topographic map and have
 OG0306.an estimated accuracy of +/- 6 seconds.
 OG0306
 OG0306.The orthometric height was determined by differential leveling
 OG0306.and adjusted by the National Geodetic Survey in June 1991..
 OG0306
 OG0306.The geoid height was determined by GEOID03.
 OG0306
 OG0306.The dynamic height is computed by dividing the NAVD 88
 OG0306.geopotential number by the normal gravity value computed on the
 OG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0306.degrees latitude (g = 980.6199 gals.).
 OG0306
 OG0306.The modeled gravity was interpolated from observed gravity values.
 OG0306
 OG0306;                    North         East    Units  Estimated Accuracy
 OG0306;SPC NY W     -   368,410.      329,740.      MT  (+/- 180 meters Scaled)
 OG0306
 OG0306                          SUPERSEDED SURVEY CONTROL
 OG0306
 OG0306.No superseded survey control is available for this station.
 OG0306
 OG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH757982(NAD 83)
 OG0306_MARKER: Z = SEE DESCRIPTION
 OG0306_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OG0306+WITH SETTING: INFORMATION.
 OG0306_SP_SET: SHALLOW SET METAL ROD
 OG0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0306
 OG0306  HISTORY     - Date     Condition        Report By
 OG0306  HISTORY     - 1970     MONUMENTED       USLS
 OG0306  HISTORY     - 1977     GOOD             NGS
 OG0306
 OG0306                          STATION DESCRIPTION
 OG0306
 OG0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0306'IN WILSON.
 OG0306'AT WILSON, FROM THE JUNCTION OF STATE HIGHWAYS 425 AND 18 AT THE
 OG0306'NORTH EDGE OF WILSON GO WEST ALONG STATE HIGHWAY 18 FOR 0.2 MILE,
 OG0306'THENCE 0.05 MILE TO THE JUNCTION OF ONTARIO AND HARBOR STREETS,
 OG0306'23 FEET SOUTH OF THE CENTERLINE OF ONTARIO STREET, 6.0 FEET NORTH
 OG0306'OF A HEDGE, 14.0 FEET NORTHEAST OF A STONE CORNER POST, 39 FEET
 OG0306'EAST OF THE CENTERLINE OF HARBOR STREET, AND 12 FEET WEST OF A
 OG0306'24-INCH MAPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0086 ***********************************************************************
 OG0086  DESIGNATION -  905 2082 STORAGE USLS
 OG0086  PID         -  OG0086
 OG0086  STATE/COUNTY-  NY/NIAGARA
 OG0086  USGS QUAD   -  
 OG0086
 OG0086                         *CURRENT SURVEY CONTROL
 OG0086  ___________________________________________________________________
 OG0086* NAD 83(1986)-  43 19 05.     (N)    078 49 27.     (W)     SCALED    
 OG0086* NAVD 88     -        80.704  (meters)     264.78   (feet)  ADJUSTED  
 OG0086  ___________________________________________________________________
 OG0086  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OG0086  DYNAMIC HT  -          80.687 (meters)     264.72  (feet)  COMP
 OG0086  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 OG0086
 OG0086  VERT ORDER  -  FIRST     CLASS 0
 OG0086
 OG0086.The horizontal coordinates were scaled from a topographic map and have
 OG0086.an estimated accuracy of +/- 6 seconds.
 OG0086
 OG0086.The orthometric height was determined by differential leveling
 OG0086.and adjusted by the National Geodetic Survey in June 1991..
 OG0086
 OG0086.The geoid height was determined by GEOID03.
 OG0086
 OG0086.The dynamic height is computed by dividing the NAVD 88
 OG0086.geopotential number by the normal gravity value computed on the
 OG0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0086.degrees latitude (g = 980.6199 gals.).
 OG0086
 OG0086.The modeled gravity was interpolated from observed gravity values.
 OG0086
 OG0086;                    North         East    Units  Estimated Accuracy
 OG0086;SPC NY W     -   368,530.      330,470.      MT  (+/- 180 meters Scaled)
 OG0086
 OG0086                          SUPERSEDED SURVEY CONTROL
 OG0086
 OG0086.No superseded survey control is available for this station.
 OG0086
 OG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH764984(NAD 83)
 OG0086_MARKER: Z = SEE DESCRIPTION
 OG0086_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0086+WITH SETTING: INTO GROUND
 OG0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0086+STABILITY: SURFACE MOTION
 OG0086
 OG0086  HISTORY     - Date     Condition        Report By
 OG0086  HISTORY     - UNK      MONUMENTED       USLS
 OG0086  HISTORY     - 1967     GOOD             USLS
 OG0086  HISTORY     - 1977     GOOD             NGS
 OG0086
 OG0086                          STATION DESCRIPTION
 OG0086
 OG0086'DESCRIBED BY US LAKE SURVEY 1967
 OG0086'IN WILSON.
 OG0086'IS AT WILSON, NIAGARA COUNTY, NEW YORK, AT THE VILLAGE STORAGE AREA,
 OG0086'ABOUT 530 FEET EASTERLY OF INTERSECTION OF LAKE STREET (HIGHWAY NO.
 OG0086'425) AND ONTARIO STREET (HIGHWAY NO. 18), 110.3 FEET SOUTHEAST OF
 OG0086'SOUTHWEST CORNER OF GARAGE AT 345 ONTARIO STREET, 60.4 FEET NORTHWEST
 OG0086'OF NORTHWEST CORNER OF 8X8X3-FOOT CONCRETE SPRING WELL, 43.8 FEET
 OG0086'SOUTHWEST OF NORTHWEST CORNER OF OLD FILTRATION PLANT AT 350 ONTARIO
 OG0086'STREET, 32.7 FEET SOUTHEAST OF UTILITY POLE, 23.3 FEET SOUTHERLY OF
 OG0086'MOST NORTHERLY OF A ROW OF FIVE 12-INCH MAPLES, 20.4 FEET WESTERLY OF
 OG0086'SOUTHWEST CORNER OF FILTRATION PLANT, 6.2 FEET NORTHERLY OF THE
 OG0086'SECOND 12-INCH MAPLE, 1 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 OG0086'POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 OG0086'GALVANIZED STEEL PIPE 20 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 OG0086'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER
 OG0086'CONCRETE PIPE WITH COVER 1/2-FOOT BELOW THE GROUND SURFACE.
 OG0086
 OG0086                          STATION RECOVERY (1977)
 OG0086
 OG0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0086'AT WILSON, FROM THE JUNCTION OF STATE HIGHWAYS 425 AND 18 JUST
 OG0086'NORTH OF THE VILLAGE OF WILSON GO EAST ALONG STATE HIGHWAY 18
 OG0086'FOR 0.1 MILE, AT THE WEST SIDE OF THE VILLAGE STOREAGE, 65 FEET
 OG0086'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 11.0 FEET SOUTHWEST
 OG0086'OF THE CENTER OF A DRIVEWAY, 20.5 FEET SOUTHWEST OF THE SOUTH
 OG0086'CORNER OF A TWO STORY WHITE BUILDING, 33 FEET SOUTHEAST OF A
 OG0086'POWERLINE POLE WITH 3 TRANSFORMERS, AND 70 FEET NORTHEAST OF A
 OG0086'12-INCH MAPLE TREE.  HIGHEST POINT BEING ON TOP OF A STAINLESS
 OG0086'STEEL PLUG ON TOP OF A 3/8 INCH GALVANIZED PIPE, WHICH IS ENCASED
 OG0086'IN A 1-INCH STEEL PIPE WHICH IS ALSO PROTECTED BY A 6-INCH
 OG0086'CONCRETE PIPE WITH COVER, 1 FOOT BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0088 ***********************************************************************
 OG0088  DESIGNATION -  905 2082 WILSON USLS
 OG0088  PID         -  OG0088
 OG0088  STATE/COUNTY-  NY/NIAGARA
 OG0088  USGS QUAD   -  
 OG0088
 OG0088                         *CURRENT SURVEY CONTROL
 OG0088  ___________________________________________________________________
 OG0088* NAD 83(1986)-  43 18 31.     (N)    078 49 32.     (W)     SCALED    
 OG0088* NAVD 88     -        88.102  (meters)     289.05   (feet)  ADJUSTED  
 OG0088  ___________________________________________________________________
 OG0088  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0088  DYNAMIC HT  -          88.082 (meters)     288.98  (feet)  COMP
 OG0088  MODELED GRAV-     980,404.6   (mgal)                       NAVD 88
 OG0088
 OG0088  VERT ORDER  -  FIRST     CLASS 0
 OG0088
 OG0088.The horizontal coordinates were scaled from a topographic map and have
 OG0088.an estimated accuracy of +/- 6 seconds.
 OG0088
 OG0088.The orthometric height was determined by differential leveling
 OG0088.and adjusted by the National Geodetic Survey in June 1991..
 OG0088
 OG0088.The geoid height was determined by GEOID03.
 OG0088
 OG0088.The dynamic height is computed by dividing the NAVD 88
 OG0088.geopotential number by the normal gravity value computed on the
 OG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0088.degrees latitude (g = 980.6199 gals.).
 OG0088
 OG0088.The modeled gravity was interpolated from observed gravity values.
 OG0088
 OG0088;                    North         East    Units  Estimated Accuracy
 OG0088;SPC NY W     -   367,480.      330,350.      MT  (+/- 180 meters Scaled)
 OG0088
 OG0088                          SUPERSEDED SURVEY CONTROL
 OG0088
 OG0088  NGVD 29 (??/??/92)   88.285  (m)          289.65   (f) ADJ UNCH    1 0
 OG0088
 OG0088.Superseded values are not recommended for survey control.
 OG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0088.See file dsdata.txt to determine how the superseded data were derived.
 OG0088
 OG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH763973(NAD 83)
 OG0088_MARKER: Z = SEE DESCRIPTION
 OG0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0088_SP_SET: WATER TABLE
 OG0088_MARK LOGO: CGS   
 OG0088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0088+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003
 OG0088
 OG0088  HISTORY     - Date     Condition        Report By
 OG0088  HISTORY     - UNK      MONUMENTED       USLS
 OG0088  HISTORY     - 1967     GOOD             USLS
 OG0088  HISTORY     - 1977     GOOD             NGS
 OG0088  HISTORY     - 19770706 GOOD             NYDT
 OG0088  HISTORY     - 19981129 GOOD             NGS
 OG0088  HISTORY     - 20031122 GOOD             USPSQD
 OG0088
 OG0088                          STATION DESCRIPTION
 OG0088
 OG0088'DESCRIBED BY US LAKE SURVEY 1967
 OG0088'IN WILSON.
 OG0088'IS AT WILSON, NIAGARA COUNTY, NEW YORK, AT NORTHEAST CORNER OF HIGH
 OG0088'AND LAKE STREETS, IN NORTH FACE OF METHODIST EPISCOPAL CHURCH, 1.4
 OG0088'FEET FROM THE NORTHWEST CORNER, 2-1/2 FEET ABOVE THE GROUND, BEING
 OG0088'CENTER PUNCH MARK IN END OF 1/4-INCH BRASS BOLT LEADED INTO THE STONE
 OG0088'WATER TABLE, WITH LETTERS USBM CUT AROUND THE MARK.
 OG0088
 OG0088                          STATION RECOVERY (1977)
 OG0088
 OG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0088'RECOVERED IN GOOD CONDITION.
 OG0088
 OG0088                          STATION RECOVERY (1977)
 OG0088
 OG0088'RECOVERY NOTE BY NY DEPT OF TRANSP 1977 (KJT)
 OG0088'DESCRIPTION ADEQUATE.
 OG0088
 OG0088                          STATION RECOVERY (1998)
 OG0088
 OG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 OG0088'RECOVERED IN GOOD CONDITION.
 OG0088
 OG0088                          STATION RECOVERY (2003)
 OG0088
 OG0088'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 OG0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0285 ***********************************************************************
 OG0285  DESIGNATION -  905 2090 CELLAR USLS
 OG0285  PID         -  OG0285
 OG0285  STATE/COUNTY-  NY/NIAGARA
 OG0285  USGS QUAD   -  
 OG0285
 OG0285                         *CURRENT SURVEY CONTROL
 OG0285  ___________________________________________________________________
 OG0285* NAD 83(1986)-  43 15 41.     (N)    079 03 51.     (W)     SCALED    
 OG0285* NAVD 88     -        76.105  (meters)     249.69   (feet)  ADJUSTED  
 OG0285  ___________________________________________________________________
 OG0285  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 OG0285  DYNAMIC HT  -          76.088 (meters)     249.63  (feet)  COMP
 OG0285  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OG0285
 OG0285  VERT ORDER  -  FIRST     CLASS 0
 OG0285
 OG0285.The horizontal coordinates were scaled from a topographic map and have
 OG0285.an estimated accuracy of +/- 6 seconds.
 OG0285
 OG0285.The orthometric height was determined by differential leveling
 OG0285.and adjusted by the National Geodetic Survey in June 1991..
 OG0285.WARNING-Repeat measurements at this control monument indicate possible
 OG0285.vertical movement.
 OG0285
 OG0285.The geoid height was determined by GEOID03.
 OG0285
 OG0285.The dynamic height is computed by dividing the NAVD 88
 OG0285.geopotential number by the normal gravity value computed on the
 OG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0285.degrees latitude (g = 980.6199 gals.).
 OG0285
 OG0285.The modeled gravity was interpolated from observed gravity values.
 OG0285
 OG0285;                    North         East    Units  Estimated Accuracy
 OG0285;SPC NY W     -   362,320.      310,960.      MT  (+/- 180 meters Scaled)
 OG0285
 OG0285                          SUPERSEDED SURVEY CONTROL
 OG0285
 OG0285.No superseded survey control is available for this station.
 OG0285
 OG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH571916(NAD 83)
 OG0285_MARKER: Z = SEE DESCRIPTION
 OG0285_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0285+WITH SETTING: INTO GROUND
 OG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0285+STABILITY: SURFACE MOTION
 OG0285
 OG0285  HISTORY     - Date     Condition        Report By
 OG0285  HISTORY     - UNK      MONUMENTED       USLS
 OG0285  HISTORY     - 1967     GOOD             USLS
 OG0285  HISTORY     - 1977     GOOD             NGS
 OG0285  HISTORY     - 20010410 GOOD             NYDT
 OG0285
 OG0285                          STATION DESCRIPTION
 OG0285
 OG0285'DESCRIBED BY US LAKE SURVEY 1967
 OG0285'IN FORT NIAGARA.
 OG0285'IS AT FORT NIAGARA, NIAGARA COUNTY, NEW YORK, AT THE U.S. COAST GUARD
 OG0285'STATION, 73.9 FEET WESTERLY OF FLAGPOLE, 45.1 FEET NORTHEAST OF LAMP
 OG0285'POLE, 14.0 FEET NORTHWEST OF A 36-INCH WILLOW, 9.4 FEET SOUTHWEST OF
 OG0285'SOUTH CORNER OF PORCH, 7.8 FEET SOUTHEAST OF SOUTH CORNER OF STATION,
 OG0285'1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OG0285'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 28 FEET LONG.
 OG0285
 OG0285                          STATION RECOVERY (1977)
 OG0285
 OG0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0285'AT FORT NIAGARA COAST GUARD STATION, 74 FEET WEST OF THE FLAGPOLE,
 OG0285'8.0 FEET SOUTHEAST OF THE SOUTH CORNER OF THE STATION HOUSE, 46.0
 OG0285'FEET EAST OF A LIGHT POLE, 4.0 FEET NORTHWEST OF THE NORTHWEST
 OG0285'SIDE OF A SIDEWALK, AND 4.0 FEET SOUTH OF THE SOUTH CORNER OF A
 OG0285'CELLAR DOOR.  HIGHEST POINT IS THE TOP OF A 5/8 INCH COPPER-COATED
 OG0285'STEEL ROD.
 OG0285
 OG0285                          STATION RECOVERY (2001)
 OG0285
 OG0285'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (KJT)
 OG0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0319 ***********************************************************************
 OG0319  DESIGNATION -  905 2090 FORT A
 OG0319  PID         -  OG0319
 OG0319  STATE/COUNTY-  NY/NIAGARA
 OG0319  USGS QUAD   -  
 OG0319
 OG0319                         *CURRENT SURVEY CONTROL
 OG0319  ___________________________________________________________________
 OG0319* NAD 83(1986)-  43 15 41.     (N)    079 03 49.     (W)     SCALED    
 OG0319* NAVD 88     -        75.959  (meters)     249.21   (feet)  ADJUSTED  
 OG0319  ___________________________________________________________________
 OG0319  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 OG0319  DYNAMIC HT  -          75.943 (meters)     249.16  (feet)  COMP
 OG0319  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OG0319
 OG0319  VERT ORDER  -  SECOND    CLASS II
 OG0319
 OG0319.The horizontal coordinates were scaled from a topographic map and have
 OG0319.an estimated accuracy of +/- 6 seconds.
 OG0319
 OG0319.The orthometric height was determined by differential leveling
 OG0319.and adjusted by the National Geodetic Survey in April 2004..
 OG0319
 OG0319.The geoid height was determined by GEOID03.
 OG0319
 OG0319.The dynamic height is computed by dividing the NAVD 88
 OG0319.geopotential number by the normal gravity value computed on the
 OG0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0319.degrees latitude (g = 980.6199 gals.).
 OG0319
 OG0319.The modeled gravity was interpolated from observed gravity values.
 OG0319
 OG0319;                    North         East    Units  Estimated Accuracy
 OG0319;SPC NY W     -   362,320.      311,010.      MT  (+/- 180 meters Scaled)
 OG0319
 OG0319                          SUPERSEDED SURVEY CONTROL
 OG0319
 OG0319  NAVD 88 (06/15/91)   75.962  (m)          249.22   (f) UNKNOWN     1 0
 OG0319
 OG0319.Superseded values are not recommended for survey control.
 OG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0319.See file dsdata.txt to determine how the superseded data were derived.
 OG0319
 OG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH571916(NAD 83)
 OG0319_MARKER: Z = SEE DESCRIPTION
 OG0319_SETTING: 0 = UNSPECIFIED SETTING
 OG0319_SP_SET: BRASS ROD IN CONCRETE
 OG0319_MARK LOGO: NONE  
 OG0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0319+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 OG0319
 OG0319  HISTORY     - Date     Condition        Report By
 OG0319  HISTORY     - 1976     MONUMENTED       NOS
 OG0319  HISTORY     - 1977     GOOD             NGS
 OG0319  HISTORY     - 20010410 GOOD             NYDT
 OG0319  HISTORY     - 20010521 GOOD             NYDT
 OG0319  HISTORY     - 20020529 GOOD             NYDT
 OG0319
 OG0319                          STATION DESCRIPTION
 OG0319
 OG0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0319'IN FORT NIAGARA.
 OG0319'FROM WATER LEVELS BRANCH DESCRIPTION--AT THE FORT NIAGARA COAST GUARD
 OG0319'STATION, 53.5 FEET WEST AND ACROSS THE DRIVE FROM POWER POLE NUMBER 30
 OG0319'WHICH IS NEXT TO A CONCRETE LIGHT POLE, 10.7 FEET NORTH OF THE NORTH
 OG0319'EDGE OF THE SOUTH SIDEWALK, 6.6 FEET SOUTH OF THE SOUTH EDGE OF THE
 OG0319'NORTH SIDEWALK, 5.7 FEET EAST OF FLAGPOLE, 0.8 FEET WEST OF EAST EDGE
 OG0319'OF FLAGPOLE CONCRETE FOUNDATION, BEING 1/2-INCH HEXAGONAL BRASS ROD
 OG0319'SET IN CONCRETE.
 OG0319
 OG0319                          STATION RECOVERY (2001)
 OG0319
 OG0319'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (KJT)
 OG0319'RECOVERED IN GOOD CONDITION.
 OG0319
 OG0319                          STATION RECOVERY (2001)
 OG0319
 OG0319'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 OG0319'POINT FOUND AS DESCRIBED IN GOOD CONDITION (RC NYDT)
 OG0319' 
 OG0319'
 OG0319
 OG0319                          STATION RECOVERY (2002)
 OG0319
 OG0319'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (RC)
 OG0319'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0288 ***********************************************************************
 OG0288  DESIGNATION -  905 2090 PIT USLS
 OG0288  PID         -  OG0288
 OG0288  STATE/COUNTY-  NY/NIAGARA
 OG0288  USGS QUAD   -  
 OG0288
 OG0288                         *CURRENT SURVEY CONTROL
 OG0288  ___________________________________________________________________
 OG0288* NAD 83(1986)-  43 15 42.     (N)    079 03 49.     (W)     SCALED    
 OG0288* NAVD 88     -        75.904  (meters)     249.03   (feet)  ADJUSTED  
 OG0288  ___________________________________________________________________
 OG0288  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 OG0288  DYNAMIC HT  -          75.888 (meters)     248.98  (feet)  COMP
 OG0288  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OG0288
 OG0288  VERT ORDER  -  FIRST     CLASS 0
 OG0288
 OG0288.The horizontal coordinates were scaled from a topographic map and have
 OG0288.an estimated accuracy of +/- 6 seconds.
 OG0288
 OG0288.The orthometric height was determined by differential leveling
 OG0288.and adjusted by the National Geodetic Survey in June 1991..
 OG0288
 OG0288.The geoid height was determined by GEOID03.
 OG0288
 OG0288.The dynamic height is computed by dividing the NAVD 88
 OG0288.geopotential number by the normal gravity value computed on the
 OG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0288.degrees latitude (g = 980.6199 gals.).
 OG0288
 OG0288.The modeled gravity was interpolated from observed gravity values.
 OG0288
 OG0288;                    North         East    Units  Estimated Accuracy
 OG0288;SPC NY W     -   362,350.      311,010.      MT  (+/- 180 meters Scaled)
 OG0288
 OG0288                          SUPERSEDED SURVEY CONTROL
 OG0288
 OG0288.No superseded survey control is available for this station.
 OG0288
 OG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH571916(NAD 83)
 OG0288_MARKER: Z = SEE DESCRIPTION
 OG0288_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0288+WITH SETTING: INTO GROUND
 OG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0288+STABILITY: SURFACE MOTION
 OG0288
 OG0288  HISTORY     - Date     Condition        Report By
 OG0288  HISTORY     - UNK      MONUMENTED       USLS
 OG0288  HISTORY     - 1967     GOOD             USLS
 OG0288  HISTORY     - 1977     GOOD             NGS
 OG0288  HISTORY     - 20010410 GOOD             NYDT
 OG0288
 OG0288                          STATION DESCRIPTION
 OG0288
 OG0288'DESCRIBED BY US LAKE SURVEY 1967
 OG0288'IN FORT NIAGARA.
 OG0288'IS AT FORT NIAGARA, NIAGARA COUNTY, NEW YORK, NEAR THE U. S. COAST
 OG0288'GUARD GARAGE, 167.5 FEET NORTHEAST OF A 2-FOOT SQUARE CONCRETE RADIO
 OG0288'MAST FOUNDATION, 48.0 FEET SOUTHEAST OF INNER FACE OF 4-FOOT HIGH
 OG0288'RETAINING WALL, 37.8 FEET NORTHEAST OF 24-INCH OAK, 33.3 FEET NORTH
 OG0288'OF WESTERLY CORNER OF GARAGE, 25.3 FEET SOUTHEAST OF SOUTHEAST CORNER
 OG0288'OF 2-1/2-FOOT SQUARE CASTIRON COVER, 12.9 FEET SOUTHEAST OF EASTERLY
 OG0288'CORNER OF GREASE PIT, 5.2 FEET NORTHWEST AND IN THE LINE WITH
 OG0288'NORTHEAST FACE OF GARAGE, 1 FOOT BELOW THE GROUND SURFACE, BEING
 OG0288'HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 OG0288'DIAMETER GALVANIZED STEEL PIPE, 18 FEET LONG.  THE PIPE IS ENCASED IN
 OG0288'A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 OG0288'DIAMETER CONCRETE PIPE WITH COVER 1/2 FOOT BELOW THE GROUND SURFACE.
 OG0288
 OG0288                          STATION RECOVERY (1977)
 OG0288
 OG0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0288'AT THE FORT NIAGARA COAST GUARD STATION, 12.9 FEET SOUTHEAST OF THE
 OG0288'EAST CORNER OF A GREASE PIT, 5.2 FEET WEST AND IN LINE WITH NORTHWEST
 OG0288'CORNER OF A GARAGE, 50.0 FEET SOUTHEAST OF INNER FACE OF RETAINING
 OG0288'WALL, 39.0 FEET NORTHEAST OF A 24-INCH OAK TREE, 29.0 FEET
 OG0288'SOUTHWEST OF THE WEST EDGE OF A MANHOLE RIM, 33.4 FEET NORTH OF THE
 OG0288'NORTHWEST CORNER OF A GARAGE AND HIGHEST POINT BEING ON TOP OF A
 OG0288'STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH GALVANIZED PIPE ENCASED
 OG0288'IN A 1-INCH STEEL PIPE.  MARK IS PROTECTED BY A 6-INCH CONCRETE
 OG0288'PIPE 0.5 FOOT BELOW THE GROUND LEVEL.
 OG0288
 OG0288                          STATION RECOVERY (2001)
 OG0288
 OG0288'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (KJT)
 OG0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0284 ***********************************************************************
 OG0284  DESIGNATION -  905 2090 RIVET
 OG0284  PID         -  OG0284
 OG0284  STATE/COUNTY-  NY/NIAGARA
 OG0284  USGS QUAD   -  
 OG0284
 OG0284                         *CURRENT SURVEY CONTROL
 OG0284  ___________________________________________________________________
 OG0284* NAD 83(1986)-  43 15 40.     (N)    079 03 48.     (W)     SCALED    
 OG0284* NAVD 88     -        75.799  (meters)     248.68   (feet)  ADJUSTED  
 OG0284  ___________________________________________________________________
 OG0284  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 OG0284  DYNAMIC HT  -          75.782 (meters)     248.63  (feet)  COMP
 OG0284  MODELED GRAV-     980,405.0   (mgal)                       NAVD 88
 OG0284
 OG0284  VERT ORDER  -  FIRST     CLASS 0
 OG0284
 OG0284.The horizontal coordinates were scaled from a topographic map and have
 OG0284.an estimated accuracy of +/- 6 seconds.
 OG0284
 OG0284.The orthometric height was determined by differential leveling
 OG0284.and adjusted by the National Geodetic Survey in June 1991..
 OG0284
 OG0284.The geoid height was determined by GEOID03.
 OG0284
 OG0284.The dynamic height is computed by dividing the NAVD 88
 OG0284.geopotential number by the normal gravity value computed on the
 OG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0284.degrees latitude (g = 980.6199 gals.).
 OG0284
 OG0284.The modeled gravity was interpolated from observed gravity values.
 OG0284
 OG0284;                    North         East    Units  Estimated Accuracy
 OG0284;SPC NY W     -   362,290.      311,030.      MT  (+/- 180 meters Scaled)
 OG0284
 OG0284                          SUPERSEDED SURVEY CONTROL
 OG0284
 OG0284.No superseded survey control is available for this station.
 OG0284
 OG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH571916(NAD 83)
 OG0284_MARKER: R = RIVET
 OG0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0284_SP_SET: STEEL SHEET PILING
 OG0284_MARK LOGO: NONE  
 OG0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0284+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 OG0284
 OG0284  HISTORY     - Date     Condition        Report By
 OG0284  HISTORY     - UNK      MONUMENTED       USLS
 OG0284  HISTORY     - 1967     GOOD             USLS
 OG0284  HISTORY     - 1977     GOOD             NGS
 OG0284  HISTORY     - 20010108 GOOD             NBMS
 OG0284  HISTORY     - 20010410 GOOD             NYDT
 OG0284  HISTORY     - 20010521 GOOD             NYDT
 OG0284  HISTORY     - 20020529 GOOD             NYDT
 OG0284
 OG0284                          STATION DESCRIPTION
 OG0284
 OG0284'DESCRIBED BY US LAKE SURVEY 1967
 OG0284'IN FORT NIAGARA.
 OG0284'IS AT FORT NIAGARA, NIAGARA COUNTY, NEW YORK AT THE COAST GUARD
 OG0284'STATION, AT NORTH CORNER OF SLIP ADJOINING DOWNSTREAM SIDE OF THE
 OG0284'LAUNCHWAY, 72.3 FEET FROM WEST CORNER OF THE BOATHOUSE, 47 FEET FROM
 OG0284'DOWNSTREAM SIDE OF THE LAUNCHWAY, ON TOP OF NORTHWEST END OF CHANNEL
 OG0284'CAPPING STEEL SHEET PILING ALONG NORTHEAST SIDE OF THE SLIP, BEING
 OG0284'HIGHEST POINT OVER CROSS CUT ON TOP OF A 1-3/4 INCH RIVET WHICH IS
 OG0284'LARGEST AND MOST NORTHWESTERLY OF SEVEN RIVETS IN END OF THE CHANNEL
 OG0284'WITH LETTERS BM CUT IN THE CHANNEL JUST NORTHEAST OF THE MARK.
 OG0284
 OG0284                          STATION RECOVERY (1977)
 OG0284
 OG0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0284'AT THE FORT NIAGARA COAST GUARD STATION, 72.0 FEET WEST OF THE WEST
 OG0284'CORNER OF BOATHOUSE, 18.0 FEET SOUTHWEST OF CENTERLINE OF ASPHALT
 OG0284'DRIVE, ON TOP OF NORTHWEST END OF CHANNEL CAPPING STEEL SHEET PILING
 OG0284'ALONG NORTHEAST SIDE OF SLIP, HIGHEST POINT BEING A CROSS CUT IN TOP
 OG0284'OF A 1-3/4 INCH RIVET AND WHICH IS LARGEST AND THE MOST
 OG0284'NORTHWESTERLY ONE OF SEVEN RIVETS IN THE END OF THE CHANNEL.
 OG0284
 OG0284                          STATION RECOVERY (2001)
 OG0284
 OG0284'RECOVERY NOTE BY NIAGARA BOUNDARY AND MAPPING SERVICES 2001 (JSB)
 OG0284'RECOVERED IN GOOD CONDITION.
 OG0284
 OG0284                          STATION RECOVERY (2001)
 OG0284
 OG0284'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (KJT)
 OG0284'RECOVERED IN GOOD CONDITION.
 OG0284
 OG0284                          STATION RECOVERY (2001)
 OG0284
 OG0284'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 OG0284'POINT FOUND AS DESCRIBED IN GOOD CONDITION (RC NYDT)
 OG0284'
 OG0284
 OG0284                          STATION RECOVERY (2002)
 OG0284
 OG0284'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (RC)
 OG0284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0289 ***********************************************************************
 OG0289  DESIGNATION -  905 2090 SW GATE
 OG0289  PID         -  OG0289
 OG0289  STATE/COUNTY-  NY/NIAGARA
 OG0289  USGS QUAD   -  
 OG0289
 OG0289                         *CURRENT SURVEY CONTROL
 OG0289  ___________________________________________________________________
 OG0289* NAD 83(1986)-  43 15 44.     (N)    079 03 47.     (W)     SCALED    
 OG0289* NAVD 88     -        82.962  (meters)     272.18   (feet)  ADJUSTED  
 OG0289  ___________________________________________________________________
 OG0289  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 OG0289  DYNAMIC HT  -          82.944 (meters)     272.13  (feet)  COMP
 OG0289  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 OG0289
 OG0289  VERT ORDER  -  SECOND    CLASS II
 OG0289
 OG0289.The horizontal coordinates were scaled from a topographic map and have
 OG0289.an estimated accuracy of +/- 6 seconds.
 OG0289
 OG0289.The orthometric height was determined by differential leveling
 OG0289.and adjusted by the National Geodetic Survey in April 2004..
 OG0289.WARNING-Repeat measurements at this control monument indicate possible
 OG0289.vertical movement.
 OG0289
 OG0289.The geoid height was determined by GEOID03.
 OG0289
 OG0289.The dynamic height is computed by dividing the NAVD 88
 OG0289.geopotential number by the normal gravity value computed on the
 OG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0289.degrees latitude (g = 980.6199 gals.).
 OG0289
 OG0289.The modeled gravity was interpolated from observed gravity values.
 OG0289
 OG0289;                    North         East    Units  Estimated Accuracy
 OG0289;SPC NY W     -   362,410.      311,050.      MT  (+/- 180 meters Scaled)
 OG0289
 OG0289                          SUPERSEDED SURVEY CONTROL
 OG0289
 OG0289  NAVD 88 (06/15/91)   82.968  (m)          272.20   (f) UNKNOWN     1 0
 OG0289
 OG0289.Superseded values are not recommended for survey control.
 OG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0289.See file dsdata.txt to determine how the superseded data were derived.
 OG0289
 OG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH572917(NAD 83)
 OG0289_MARKER: Q = CHISELED SQUARE
 OG0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0289_SP_SET: STONE SILL
 OG0289_MARK LOGO: NONE  
 OG0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0289
 OG0289  HISTORY     - Date     Condition        Report By
 OG0289  HISTORY     - UNK      MONUMENTED       USLS
 OG0289  HISTORY     - 1967     GOOD             USLS
 OG0289  HISTORY     - 1977     GOOD             NGS
 OG0289  HISTORY     - 19950821 GOOD             FA
 OG0289  HISTORY     - 20010410 GOOD             NYDT
 OG0289  HISTORY     - 20010521 GOOD             NYDT
 OG0289  HISTORY     - 20020529 GOOD             NYDT
 OG0289
 OG0289                          STATION DESCRIPTION
 OG0289
 OG0289'DESCRIBED BY US LAKE SURVEY 1967
 OG0289'IN FORT NIAGARA.
 OG0289'IS AT FORT NIAGARA, NIAGARA COUNTY, NEW YORK, JUST NORTHWESTERLY AND
 OG0289'UPHILL FROM THE COAST GUARD STATION, ON A SOUTHWEST SIDE OF THE OLD
 OG0289'FORT, AT SERVICE GATE THROUGH THE WALL, ON TOP OF SOUTHEAST END OF
 OG0289'THE STONE SILL, 0.3 FOOT FROM THE GATE HINGE, BEING HIGHEST POINT IN
 OG0289'A SQUARE CUT IN THE STONE.
 OG0289
 OG0289                          STATION RECOVERY (1977)
 OG0289
 OG0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0289'AT FORT NIAGARA, JUST NORTHEAST AND UPHILL FROM THE FORT NIAGARA
 OG0289'COAST GUARD STATION, ON THE SOUTHWEST SIDE OF THE OLD FORT, AT A
 OG0289'SERVICE GATE THROUGH THE WALL, ON TOP OF THE SOUTHEAST END OF THE
 OG0289'STONE SILL, 5.0 FEET SOUTHEAST OF CENTER OF WALKWAY THROUGH WALL,
 OG0289'0.9 FOOT NORTHWEST OF GATE HINGE AND HIGHEST POINT BEING IN A
 OG0289'SQUARE CUT IN THE STONE.
 OG0289
 OG0289                          STATION RECOVERY (1995)
 OG0289
 OG0289'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 OG0289'DESCRIPTION IS GOOD.
 OG0289
 OG0289                          STATION RECOVERY (2001)
 OG0289
 OG0289'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (KJT)
 OG0289'RECOVERED IN GOOD CONDITION.
 OG0289
 OG0289                          STATION RECOVERY (2001)
 OG0289
 OG0289'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 OG0289'POINT FOUND AS DESCRIBED IN GOOD CONDITION (RC NYDT)
 OG0289'
 OG0289
 OG0289                          STATION RECOVERY (2002)
 OG0289
 OG0289'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (RC)
 OG0289'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0342 ***********************************************************************
 OG0342  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0342  DESIGNATION -  906 3007 ASH
 OG0342  PID         -  OG0342
 OG0342  STATE/COUNTY-  NY/NIAGARA
 OG0342  USGS QUAD   -  
 OG0342
 OG0342                         *CURRENT SURVEY CONTROL
 OG0342  ___________________________________________________________________
 OG0342* NAD 83(1986)-  43 06 00.     (N)    079 03 38.     (W)     SCALED    
 OG0342* NAVD 88     -       112.838  (meters)     370.20   (feet)  ADJUSTED  
 OG0342  ___________________________________________________________________
 OG0342  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OG0342  DYNAMIC HT  -         112.810 (meters)     370.11  (feet)  COMP
 OG0342  MODELED GRAV-     980,371.5   (mgal)                       NAVD 88
 OG0342
 OG0342  VERT ORDER  -  FIRST     CLASS 0
 OG0342
 OG0342.The horizontal coordinates were scaled from a topographic map and have
 OG0342.an estimated accuracy of +/- 6 seconds.
 OG0342
 OG0342.The orthometric height was determined by differential leveling
 OG0342.and adjusted by the National Geodetic Survey in June 1991..
 OG0342
 OG0342.This Tidal Bench Mark is designated as VM 12759
 OG0342.by the Center for Operational Oceanographic Products and Services.
 OG0342
 OG0342.The geoid height was determined by GEOID03.
 OG0342
 OG0342.The dynamic height is computed by dividing the NAVD 88
 OG0342.geopotential number by the normal gravity value computed on the
 OG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0342.degrees latitude (g = 980.6199 gals.).
 OG0342
 OG0342.The modeled gravity was interpolated from observed gravity values.
 OG0342
 OG0342;                    North         East    Units  Estimated Accuracy
 OG0342;SPC NY W     -   344,390.      311,150.      MT  (+/- 180 meters Scaled)
 OG0342
 OG0342                          SUPERSEDED SURVEY CONTROL
 OG0342
 OG0342.No superseded survey control is available for this station.
 OG0342
 OG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578737(NAD 83)
 OG0342_MARKER: DB = BENCH MARK DISK
 OG0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0342_SP_SET: TANK
 OG0342_STAMPING: ASH 1976
 OG0342_MARK LOGO: NOS   
 OG0342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0342
 OG0342  HISTORY     - Date     Condition        Report By
 OG0342  HISTORY     - 1976     MONUMENTED       NOS
 OG0342  HISTORY     - 1977     GOOD             NGS
 OG0342  HISTORY     - 19940607 GOOD             NOS
 OG0342  HISTORY     - 19950517 GOOD             NOS
 OG0342
 OG0342                          STATION DESCRIPTION
 OG0342
 OG0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0342'IN NIAGARA FALLS.
 OG0342'FROM WATER LEVELS BRANCH DESCRIPTION--IN NIAGARA FALLS ON
 OG0342'WESTERLY SIDE OF ROBERT MOSES PARKWAY, BETWEEN EXTENDED
 OG0342'CENTERLINES OF ASHLAND AND ELMWOOD AVENUES, AT LOWER LEVEL OF
 OG0342'NIAGARA FALLS DISPOSAL PLANT, 4.3 FEET SOUTH OF SOUTHERLY CORNER
 OG0342'OF WALKWAY LEADING TO GAGE HOUSE, 3.0 FEET SOUTHEAST OF NORTHWEST
 OG0342'FACE AND 3.0 FEET NORTHEAST OF SOUTHWEST FACE OF LOWER CONTACT
 OG0342'TANK, BEING HIGHEST POINT OVER LINE IN CENTER OF BRONZE NATIONAL
 OG0342'OCEAN SURVEY DISK, SET INTO THE TOP OF THE CONCRETE TANK.
 OG0342
 OG0342                          STATION RECOVERY (1994)
 OG0342
 OG0342'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0342'STATION IN NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON WESTERLY SIDE
 OG0342'OF ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND AND
 OG0342'ELMWOOD AVENUES, AT LOWER LEVEL OF NIAGARA FALLS DISPOSAL PLANT, 16.0
 OG0342'FEET (4.9 M) (4.88 M ) NORTHWEST OF THE NORTHWEST FACE OF SECOND TANK
 OG0342'FROM THE BOTTOM.  4.3 FEET (1.3 M) SOUTH OF SOUTHERLY CORNER OF
 OG0342'WALKWAY LEADING TO GAUGE HOUSE, 3.0 FEET (0.9 M) SOUTHEAST OF
 OG0342'NORTHWEST FACE AND 3.0 FEET (0.9 M) NORTHEAST OF SOUTHWEST FACE OF
 OG0342'LOWER CONTACT TANK, BEING HIGHEST POINT OVER LINE IN CENTER OF BRONZE
 OG0342'NATIONAL OCEAN SURVEY DISK, SET INTO THE TOP OF THE CONCRETE TANK.
 OG0342
 OG0342                          STATION RECOVERY (1995)
 OG0342
 OG0342'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0339 ***********************************************************************
 OG0339  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0339  DESIGNATION -  906 3007 E
 OG0339  PID         -  OG0339
 OG0339  STATE/COUNTY-  NY/NIAGARA
 OG0339  USGS QUAD   -  
 OG0339
 OG0339                         *CURRENT SURVEY CONTROL
 OG0339  ___________________________________________________________________
 OG0339* NAD 83(1986)-  43 05 58.     (N)    079 03 36.     (W)     SCALED    
 OG0339* NAVD 88     -       122.030  (meters)     400.36   (feet)  ADJUSTED  
 OG0339  ___________________________________________________________________
 OG0339  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OG0339  DYNAMIC HT  -         122.000 (meters)     400.26  (feet)  COMP
 OG0339  MODELED GRAV-     980,371.5   (mgal)                       NAVD 88
 OG0339
 OG0339  VERT ORDER  -  FIRST     CLASS 0
 OG0339
 OG0339.The horizontal coordinates were scaled from a topographic map and have
 OG0339.an estimated accuracy of +/- 6 seconds.
 OG0339
 OG0339.The orthometric height was determined by differential leveling
 OG0339.and adjusted by the National Geodetic Survey in March 1997..
 OG0339
 OG0339.This Tidal Bench Mark is designated as VM 12761
 OG0339.by the Center for Operational Oceanographic Products and Services.
 OG0339
 OG0339.The geoid height was determined by GEOID03.
 OG0339
 OG0339.The dynamic height is computed by dividing the NAVD 88
 OG0339.geopotential number by the normal gravity value computed on the
 OG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0339.degrees latitude (g = 980.6199 gals.).
 OG0339
 OG0339.The modeled gravity was interpolated from observed gravity values.
 OG0339
 OG0339;                    North         East    Units  Estimated Accuracy
 OG0339;SPC NY W     -   344,330.      311,200.      MT  (+/- 180 meters Scaled)
 OG0339
 OG0339                          SUPERSEDED SURVEY CONTROL
 OG0339
 OG0339  NAVD 88 (06/15/91)  122.037  (m)          400.38   (f) UNKNOWN     1 0
 OG0339
 OG0339.Superseded values are not recommended for survey control.
 OG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0339.See file dsdata.txt to determine how the superseded data were derived.
 OG0339
 OG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578736(NAD 83)
 OG0339_MARKER: DB = BENCH MARK DISK
 OG0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0339_SP_SET: TANK
 OG0339_STAMPING: 3007 E 1977
 OG0339_MARK LOGO: NOS   
 OG0339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0339
 OG0339  HISTORY     - Date     Condition        Report By
 OG0339  HISTORY     - 1977     MONUMENTED       NOS
 OG0339  HISTORY     - 1978     GOOD             NGS
 OG0339  HISTORY     - 19940607 GOOD             NOS
 OG0339  HISTORY     - 19950517 GOOD             NOS
 OG0339
 OG0339                          STATION DESCRIPTION
 OG0339
 OG0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OG0339'IN NIAGARA FALLS.
 OG0339'IN NIAGARA FALLS ON THE WEST SIDE OF ROBERT MOSES PARKWAY BETWEEN THE
 OG0339'EXTENDED CENTERLINES OF ASHLAND AND ELMWOOD AVENUES, AT THE LOWER
 OG0339'LEVEL OF THE NIAGARA FALLS OLD SEWAGE DISPOSAL PLANT NOW USED AS A
 OG0339'PUMPING STATION, LOCATED ON THE UPSTREAM SET OF CONCRETE TANKS, SET
 OG0339'FLUSH IN THE TOP OF THE SECOND TANK, AND 2.3 FEET SOUTHWEST OF THE
 OG0339'SOUTHEAST CORNER OF THE TANK TOP.
 OG0339
 OG0339                          STATION RECOVERY (1994)
 OG0339
 OG0339'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0339'AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON THE WEST SIDE OF ROBERT
 OG0339'MOSES PARKWAY BETWEEN THE EXTENDED CENTERLINES OF ASHLAND AND ELMWOOD
 OG0339'AVENUES, AT THE LOWER LEVEL OF THE NIAGARA FALLS OLD SEWAGE DISPOSAL
 OG0339'PLANT NOW USED AS A PUMPING STATION, APPROXIMATELY 300 FEET (91.4 M)
 OG0339'SOUTH OF THE WATER LEVEL GAUGE HOUSE, ON TOP OF THE UPSTREAM SET OF
 OG0339'CONCRETE TANKS, 15.7 FEET (4.8 M) SOUTEAST OF THE NORTHWEST FACE OF
 OG0339'TANK.  9.9 FEET (3.0 M) NORTHEAST OF THE SOUTHWEST FACE OF THE TANK,
 OG0339'AND 2.3 FEET (0.7 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE SECOND
 OG0339'TANK FROM THE TOP, BEING HIGHEST POINT ON BRASS DISK SET FLUSH INTO
 OG0339'THE TOP OF THE TANK.
 OG0339
 OG0339                          STATION RECOVERY (1995)
 OG0339
 OG0339'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0340 ***********************************************************************
 OG0340  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0340  DESIGNATION -  906 3007 OUTFALL
 OG0340  PID         -  OG0340
 OG0340  STATE/COUNTY-  NY/NIAGARA
 OG0340  USGS QUAD   -  
 OG0340
 OG0340                         *CURRENT SURVEY CONTROL
 OG0340  ___________________________________________________________________
 OG0340* NAD 83(1986)-  43 05 58.     (N)    079 03 37.     (W)     SCALED    
 OG0340* NAVD 88     -       115.446  (meters)     378.76   (feet)  ADJUSTED  
 OG0340  ___________________________________________________________________
 OG0340  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OG0340  DYNAMIC HT  -         115.417 (meters)     378.66  (feet)  COMP
 OG0340  MODELED GRAV-     980,371.5   (mgal)                       NAVD 88
 OG0340
 OG0340  VERT ORDER  -  FIRST     CLASS 0
 OG0340
 OG0340.The horizontal coordinates were scaled from a topographic map and have
 OG0340.an estimated accuracy of +/- 6 seconds.
 OG0340
 OG0340.The orthometric height was determined by differential leveling
 OG0340.and adjusted by the National Geodetic Survey in March 1997..
 OG0340
 OG0340.This Tidal Bench Mark is designated as VM 12760
 OG0340.by the Center for Operational Oceanographic Products and Services.
 OG0340
 OG0340.The geoid height was determined by GEOID03.
 OG0340
 OG0340.The dynamic height is computed by dividing the NAVD 88
 OG0340.geopotential number by the normal gravity value computed on the
 OG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0340.degrees latitude (g = 980.6199 gals.).
 OG0340
 OG0340.The modeled gravity was interpolated from observed gravity values.
 OG0340
 OG0340;                    North         East    Units  Estimated Accuracy
 OG0340;SPC NY W     -   344,330.      311,180.      MT  (+/- 180 meters Scaled)
 OG0340
 OG0340                          SUPERSEDED SURVEY CONTROL
 OG0340
 OG0340  NAVD 88 (06/15/91)  115.448  (m)          378.77   (f) UNKNOWN     1 0
 OG0340
 OG0340.Superseded values are not recommended for survey control.
 OG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0340.See file dsdata.txt to determine how the superseded data were derived.
 OG0340
 OG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578736(NAD 83)
 OG0340_MARKER: DB = BENCH MARK DISK
 OG0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0340_SP_SET: SHAFT
 OG0340_STAMPING: OUTFALL 1976
 OG0340_MARK LOGO: NOS   
 OG0340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0340
 OG0340  HISTORY     - Date     Condition        Report By
 OG0340  HISTORY     - 1976     MONUMENTED       NOS
 OG0340  HISTORY     - 1977     GOOD             NGS
 OG0340  HISTORY     - 19940607 GOOD             NOS
 OG0340  HISTORY     - 19950517 GOOD             NOS
 OG0340
 OG0340                          STATION DESCRIPTION
 OG0340
 OG0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0340'IN NIAGARA FALLS.
 OG0340'FROM WATER LEVELS BRANCH DESCRIPTION--IN NIAGARA FALLS ON THE WEST
 OG0340'SIDE OF ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND
 OG0340'AND ELMWOOD AVENUES, AT LOWER LEVEL OF THE NIAGARA FALLS OLD SEWAGE
 OG0340'DISPOSAL PLANT NOW USED AS A PUMPING STATION, APPROXIMATELY 160 FEET
 OG0340'SOUTHWEST OF WATER LEVEL GAGE HOUSE, APPROXIMATELY 42 FEET SOUTHEAST
 OG0340'OF CONCRETE RETAINING WALL SUPPORTING OUTFALL FROM PUMPING STATION, ON
 OG0340'TOP OF NORTH CORNER OF A 6X7 FOOT CONCRETE ACCESS SHAFT TO OUTFALL,
 OG0340'0.32 FEET FROM NORTHWEST FACE AND 0.35 FEET FROM NORTHEAST FACE OF
 OG0340'CONCRETE SHAFT, 7 FEET ABOVE THE GROUND SURFACE, BEING HIGHEST POINT
 OG0340'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE TOP OF THE CONCRETE
 OG0340'SHAFT.
 OG0340
 OG0340                          STATION RECOVERY (1994)
 OG0340
 OG0340'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0340'STATION IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON THE WEST
 OG0340'SIDE OF ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND
 OG0340'AND ELMWOOD AVENUES, AT LOWER LEVEL OF THE NIAGARA FALLS OLD SEWAGE
 OG0340'DISPOSAL PLANT NOW USED AS A PUMPING STATION, APPROXIMATELY 160 FEET
 OG0340'(48.8 M) SOUTHWEST OF WATER LEVEL GAUGE HOUSE, APPROXIMATELY 42 FEET
 OG0340'(12.8 M) SOUTHEAST OF CONCRETE RETAINING WALL SUPPORTING OUTFALL FROM
 OG0340'PUMPING STATION, ON TOP OF NORTH CORNER OF A 6X7 FOOT CONCRETE ACCESS
 OG0340'SHAFT TO OUTFALL, 0.32 FEET (9.75 CM) FROM NORTHWEST FACE AND 0.35
 OG0340'FEET (10.67 CM) FROM NORTHEAST FACE OF CONCRETE SHAFT, 7 FEET (2.1 M)
 OG0340'ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OG0340'BRONZE DISK SET INTO THE TOP OF THE CONCRETE SHAFT.
 OG0340
 OG0340                          STATION RECOVERY (1995)
 OG0340
 OG0340'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0229 ***********************************************************************
 OG0229  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0229  DESIGNATION -  906 3007 POOL
 OG0229  PID         -  OG0229
 OG0229  STATE/COUNTY-  NY/NIAGARA
 OG0229  USGS QUAD   -  
 OG0229
 OG0229                         *CURRENT SURVEY CONTROL
 OG0229  ___________________________________________________________________
 OG0229* NAD 83(1986)-  43 05 58.     (N)    079 03 37.     (W)     SCALED    
 OG0229* NAVD 88     -       111.456  (meters)     365.67   (feet)  ADJUSTED  
 OG0229  ___________________________________________________________________
 OG0229  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OG0229  DYNAMIC HT  -         111.428 (meters)     365.58  (feet)  COMP
 OG0229  MODELED GRAV-     980,371.5   (mgal)                       NAVD 88
 OG0229
 OG0229  VERT ORDER  -  FIRST     CLASS 0
 OG0229
 OG0229.The horizontal coordinates were scaled from a topographic map and have
 OG0229.an estimated accuracy of +/- 6 seconds.
 OG0229
 OG0229.The orthometric height was determined by differential leveling
 OG0229.and adjusted by the National Geodetic Survey in June 1991..
 OG0229.WARNING-Repeat measurements at this control monument indicate possible
 OG0229.vertical movement.
 OG0229
 OG0229.This Tidal Bench Mark is designated as VM 12758
 OG0229.by the Center for Operational Oceanographic Products and Services.
 OG0229
 OG0229.The geoid height was determined by GEOID03.
 OG0229
 OG0229.The dynamic height is computed by dividing the NAVD 88
 OG0229.geopotential number by the normal gravity value computed on the
 OG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0229.degrees latitude (g = 980.6199 gals.).
 OG0229
 OG0229.The modeled gravity was interpolated from observed gravity values.
 OG0229
 OG0229;                    North         East    Units  Estimated Accuracy
 OG0229;SPC NY W     -   344,330.      311,180.      MT  (+/- 180 meters Scaled)
 OG0229
 OG0229                          SUPERSEDED SURVEY CONTROL
 OG0229
 OG0229.No superseded survey control is available for this station.
 OG0229
 OG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578736(NAD 83)
 OG0229_MARKER: DD = SURVEY DISK
 OG0229_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0229+WITH SETTING: PAVEMENT
 OG0229_SP_SET: GAUGE HOUSE
 OG0229_STAMPING: POOL 1958
 OG0229_MARK LOGO: USE   
 OG0229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0229+STABILITY: SURFACE MOTION
 OG0229
 OG0229  HISTORY     - Date     Condition        Report By
 OG0229  HISTORY     - 1958     MONUMENTED       USLS
 OG0229  HISTORY     - 1970     GOOD             USLS
 OG0229  HISTORY     - 1977     GOOD             NGS
 OG0229  HISTORY     - 19940607 GOOD             NOS
 OG0229  HISTORY     - 19950517 GOOD             NOS
 OG0229
 OG0229                          STATION DESCRIPTION
 OG0229
 OG0229'DESCRIBED BY US LAKE SURVEY 1970
 OG0229'IN NIAGARA FALLS.
 OG0229'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON WESTERLY SIDE OF
 OG0229'ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND AND
 OG0229'ELMWOOD AVENUES, AT LOWER LEVEL OF NIAGARA FALLS DISPOSAL PLANT, 26.0
 OG0229'FEET NORTHEAST OF NORTHWEST CORNER OF CONCRETE LOWER CONTACT TANK,
 OG0229'0.6 FOOT EAST OF EAST SIDE OF DOORWAY AND ON SOUTHWEST FACE OF
 OG0229'CONCRETE GAGEHOUSE, 4-1/2 FEET ABOVE THE DOORSILL, BEING HORIZONTAL
 OG0229'LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE.
 OG0229
 OG0229                          STATION RECOVERY (1977)
 OG0229
 OG0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0229'RECOVERED IN GOOD CONDITION.
 OG0229
 OG0229                          STATION RECOVERY (1994)
 OG0229
 OG0229'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0229'STATION AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON THE WESTERLY
 OG0229'SIDE OF ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND
 OG0229'AND ELMWOOD AVENUES, AT THE LOWER LEVEL OF NIAGARA FALLS DISPOSAL
 OG0229'PLANT, 25.7 FEET (7.8 M) NORTHEAST OF THE NORTHWEST CORNER OF CONCRETE
 OG0229'LOWER CONTACT TANK, 0.6 FEET (18.3 CM) EAST OF THE EAST SIDE OF
 OG0229'DOORWAY AND ON SOUTHWEST FACE OF THE CONCRETE GAUGE HOUSE.  4.5 FEET
 OG0229'(1.4 M) ABOVE THE DOORSILL, BEING A HORIZONTAL LINE OF CROSS ON BRONZE
 OG0229'DISC SET INTO THE CONCRETE.
 OG0229
 OG0229                          STATION RECOVERY (1995)
 OG0229
 OG0229'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0341 ***********************************************************************
 OG0341  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0341  DESIGNATION -  906 3007 WING
 OG0341  PID         -  OG0341
 OG0341  STATE/COUNTY-  NY/NIAGARA
 OG0341  USGS QUAD   -  
 OG0341
 OG0341                         *CURRENT SURVEY CONTROL
 OG0341  ___________________________________________________________________
 OG0341* NAD 83(1986)-  43 05 59.     (N)    079 03 31.     (W)     SCALED    
 OG0341* NAVD 88     -       107.515  (meters)     352.74   (feet)  ADJUSTED  
 OG0341  ___________________________________________________________________
 OG0341  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OG0341  DYNAMIC HT  -         107.488 (meters)     352.65  (feet)  COMP
 OG0341  MODELED GRAV-     980,371.5   (mgal)                       NAVD 88
 OG0341
 OG0341  VERT ORDER  -  FIRST     CLASS 0
 OG0341
 OG0341.The horizontal coordinates were scaled from a topographic map and have
 OG0341.an estimated accuracy of +/- 6 seconds.
 OG0341
 OG0341.The orthometric height was determined by differential leveling
 OG0341.and adjusted by the National Geodetic Survey in March 1997..
 OG0341
 OG0341.This Tidal Bench Mark is designated as VM 12762
 OG0341.by the Center for Operational Oceanographic Products and Services.
 OG0341
 OG0341.The geoid height was determined by GEOID03.
 OG0341
 OG0341.The dynamic height is computed by dividing the NAVD 88
 OG0341.geopotential number by the normal gravity value computed on the
 OG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0341.degrees latitude (g = 980.6199 gals.).
 OG0341
 OG0341.The modeled gravity was interpolated from observed gravity values.
 OG0341
 OG0341;                    North         East    Units  Estimated Accuracy
 OG0341;SPC NY W     -   344,360.      311,310.      MT  (+/- 180 meters Scaled)
 OG0341
 OG0341                          SUPERSEDED SURVEY CONTROL
 OG0341
 OG0341  NAVD 88 (06/15/91)  107.524  (m)          352.77   (f) UNKNOWN     1 0
 OG0341
 OG0341.Superseded values are not recommended for survey control.
 OG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0341.See file dsdata.txt to determine how the superseded data were derived.
 OG0341
 OG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH579737(NAD 83)
 OG0341_MARKER: DB = BENCH MARK DISK
 OG0341_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OG0341_SP_SET: WINGWALL
 OG0341_STAMPING: WING 1976
 OG0341_MARK LOGO: NOS   
 OG0341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0341
 OG0341  HISTORY     - Date     Condition        Report By
 OG0341  HISTORY     - 1976     MONUMENTED       NOS
 OG0341  HISTORY     - 1977     GOOD             NGS
 OG0341  HISTORY     - 19940607 GOOD             NOS
 OG0341  HISTORY     - 19950517 GOOD             NOS
 OG0341
 OG0341                          STATION DESCRIPTION
 OG0341
 OG0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0341'IN NIAGARA FALLS.
 OG0341'FROM WATER LEVELS BRANCH DESCRIPTION--IN NIAGARA FALLS ON WEST SIDE OF
 OG0341'ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND AND
 OG0341'ELMWOOD AVENUES, AT LOWER LEVEL OF NIAGARA FALLS FORMER SEWAGE
 OG0341'DISPOSAL PLANT NOW USED AS A PUMPING STATION, APPROXIMATELY 155 FEET
 OG0341'UPSTREAM OF WATER LEVEL GAGE HOUSE, ON TOP OF DOWNSTREAM WINGWALL OF
 OG0341'CONCRETE RETAINING WALL SUPPORTING OUTFALL FROM THE PUMPING STATION,
 OG0341'ON CENTERLINE AND 1.0 FEET FROM THE DOWNRIVER END OF THE WINGWALL,
 OG0341'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OG0341'TOP OF THE CONCRETE WALL.
 OG0341
 OG0341                          STATION RECOVERY (1994)
 OG0341
 OG0341'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0341'STATION IN NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON WEST SIDE OF
 OG0341'ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND AND
 OG0341'ELMWOOD AVENUES, AT LOWER LEVEL OF NIAGARA FALLS FORMER SEWAGE
 OG0341'DISPOSAL PLANT NOW USED AS A PUMPING STATION, APPROXIMATELY 155 FEET
 OG0341'(47.2 M) UPSTREAM OF WATER LEVEL GAUGE HOUSE, ON TOP OF DOWNSTREAM
 OG0341'WINGWALL OF CONCRETE RETAINING WALL SUPPORTING OUTFALL FROM THE
 OG0341'PUMPING STATION, 35.6 FEET (10.9 M) NORTHEAST OF THE SOUTHWEST END OF
 OG0341'CONCRETE WALL, 1.0 FEET (0.3 M) SOUTHEAST OF THE NORTHWEST FACE OF THE
 OG0341'WALL, ON CENTERLINE AND 1.0 FEET (0.3 M) FROM THE DOWNRIVER END OF THE
 OG0341'WINGWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 OG0341'INTO THE TOP OF THE CONCRETE WALL.
 OG0341
 OG0341                          STATION RECOVERY (1995)
 OG0341
 OG0341'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0224 ***********************************************************************
 OG0224  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0224  DESIGNATION -  906 3009 BRIDGE
 OG0224  PID         -  OG0224
 OG0224  STATE/COUNTY-  NY/NIAGARA
 OG0224  USGS QUAD   -  
 OG0224
 OG0224                         *CURRENT SURVEY CONTROL
 OG0224  ___________________________________________________________________
 OG0224* NAD 83(1986)-  43 04 59.     (N)    079 03 44.     (W)     SCALED    
 OG0224* NAVD 88     -       171.009  (meters)     561.05   (feet)  ADJUSTED  
 OG0224  ___________________________________________________________________
 OG0224  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OG0224  DYNAMIC HT  -         170.967 (meters)     560.91  (feet)  COMP
 OG0224  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OG0224
 OG0224  VERT ORDER  -  FIRST     CLASS 0
 OG0224
 OG0224.The horizontal coordinates were scaled from a topographic map and have
 OG0224.an estimated accuracy of +/- 6 seconds.
 OG0224
 OG0224.The orthometric height was determined by differential leveling
 OG0224.and adjusted by the National Geodetic Survey in June 1991..
 OG0224
 OG0224.This Tidal Bench Mark is designated as VM 12875
 OG0224.by the Center for Operational Oceanographic Products and Services.
 OG0224
 OG0224.The geoid height was determined by GEOID03.
 OG0224
 OG0224.The dynamic height is computed by dividing the NAVD 88
 OG0224.geopotential number by the normal gravity value computed on the
 OG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0224.degrees latitude (g = 980.6199 gals.).
 OG0224
 OG0224.The modeled gravity was interpolated from observed gravity values.
 OG0224
 OG0224;                    North         East    Units  Estimated Accuracy
 OG0224;SPC NY W     -   342,510.      311,010.      MT  (+/- 180 meters Scaled)
 OG0224
 OG0224                          SUPERSEDED SURVEY CONTROL
 OG0224
 OG0224  NGVD 29 (??/??/92)  171.17   (m)          561.6    (f) COMPUTED    1 0
 OG0224
 OG0224.Superseded values are not recommended for survey control.
 OG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0224.See file dsdata.txt to determine how the superseded data were derived.
 OG0224
 OG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH577718(NAD 83)
 OG0224_MARKER: DD = SURVEY DISK
 OG0224_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OG0224_SP_SET: BRIDGE ABUTMENT
 OG0224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0224
 OG0224  HISTORY     - Date     Condition        Report By
 OG0224  HISTORY     - 1960     MONUMENTED       USLS
 OG0224  HISTORY     - 1970     GOOD             USLS
 OG0224  HISTORY     - 1977     POOR             NGS
 OG0224  HISTORY     - 19920811 GOOD             NOS
 OG0224  HISTORY     - 19950620 GOOD             NOS
 OG0224
 OG0224                          STATION DESCRIPTION
 OG0224
 OG0224'DESCRIBED BY US LAKE SURVEY 1970
 OG0224'IN NIAGARA FALLS.
 OG0224'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ABOUT 0.5 MILE SOUTH OF
 OG0224'THE RAINBOW BRIDGE, OPPOSITE GOAT ISLAND, ON APPROACH TO UPSTREAM
 OG0224'BRIDGE OVER THE AMERICAN RAPIDS, ON SOUTHERLY FACE OF NORTHERLY
 OG0224'CONCRETE AND MASONRY ABUTMENT OF BRIDGE OVER THE ROBERT MOSES
 OG0224'PARKWAY, 3.0 FEET FROM SOUTHEASTERLY CORNER OF THE ABUTMENT, 3-1/4
 OG0224'FEET ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON
 OG0224'BRONZE DISC SET INTO THE CONCRETE.
 OG0224
 OG0224                          STATION RECOVERY (1977)
 OG0224
 OG0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0224'RECOVERED BUT WAS BADLY DAMAGED, MARK NOT LEVELED TO.
 OG0224
 OG0224                          STATION RECOVERY (1992)
 OG0224
 OG0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 OG0224'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ABOUT 0.5 MILE (0.8 KM)
 OG0224'SOUTH OF THE RAINBOW BRIDGE, OPPOSITE GOAT ISLAND, ON APPROACH TO
 OG0224'UPSTREAM BRIDGE OVER THE AMERICAN RAPIDS, ON SOUTHERLY FACE OF
 OG0224'NORTHERLY CONCRETE AND MASONRY ABUTMENT OF BRIDGE OVER THE ROBERT
 OG0224'MOSES PARKWAY, 3.0 FEET (0.9 M) FROM SOUTHEASTERLY CORNER OF THE
 OG0224'ABUTMENT, 3.25 FEET (0.99 M) ABOVE THE GROUND SURFACE, BEING
 OG0224'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE.
 OG0224
 OG0224                          STATION RECOVERY (1995)
 OG0224
 OG0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC6011 ***********************************************************************
 AC6011  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6011  DESIGNATION -  906 3009 F
 AC6011  PID         -  AC6011
 AC6011  STATE/COUNTY-  NY/NIAGARA
 AC6011  USGS QUAD   -  
 AC6011
 AC6011                         *CURRENT SURVEY CONTROL
 AC6011  ___________________________________________________________________
 AC6011* NAD 83(1986)-  43 05 06.     (N)    079 03 53.     (W)     SCALED    
 AC6011* NAVD 88     -       169.210  (meters)     555.15   (feet)  ADJUSTED  
 AC6011  ___________________________________________________________________
 AC6011  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 AC6011  DYNAMIC HT  -         169.168 (meters)     555.01  (feet)  COMP
 AC6011  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 AC6011
 AC6011  VERT ORDER  -  SECOND    CLASS I
 AC6011
 AC6011.The horizontal coordinates were scaled from a topographic map and have
 AC6011.an estimated accuracy of +/- 6 seconds.
 AC6011
 AC6011.The orthometric height was determined by differential leveling
 AC6011.and adjusted by the National Geodetic Survey in March 1997..
 AC6011
 AC6011.This Tidal Bench Mark is designated as VM 12766
 AC6011.by the Center for Operational Oceanographic Products and Services.
 AC6011
 AC6011.The geoid height was determined by GEOID03.
 AC6011
 AC6011.The dynamic height is computed by dividing the NAVD 88
 AC6011.geopotential number by the normal gravity value computed on the
 AC6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6011.degrees latitude (g = 980.6199 gals.).
 AC6011
 AC6011.The modeled gravity was interpolated from observed gravity values.
 AC6011
 AC6011;                    North         East    Units  Estimated Accuracy
 AC6011;SPC NY W     -   342,730.      310,800.      MT  (+/- 180 meters Scaled)
 AC6011
 AC6011                          SUPERSEDED SURVEY CONTROL
 AC6011
 AC6011.No superseded survey control is available for this station.
 AC6011
 AC6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH575720(NAD 83)
 AC6011_MARKER: DB = BENCH MARK DISK
 AC6011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6011_STAMPING: 3009 F 1990
 AC6011_MARK LOGO: NOS   
 AC6011_PROJECTION: RECESSED 30 CENTIMETERS
 AC6011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6011_ROD/PIPE-DEPTH: 3.0  meters
 AC6011
 AC6011  HISTORY     - Date     Condition        Report By
 AC6011  HISTORY     - 1990     MONUMENTED       NOS
 AC6011  HISTORY     - 19940525 GOOD             NOS
 AC6011  HISTORY     - 19950620 GOOD             NOS
 AC6011
 AC6011                          STATION DESCRIPTION
 AC6011
 AC6011'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AC6011'IN NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN NIAGARA RESERVATION
 AC6011'PARK, IN LINE WITH EXTENDED CENTERLINE OF PEDESTRIAN BRIDGE LEADING TO
 AC6011'GOAT ISLAND, IN LINE WITH FOUR LIGHT POSTS THAT ARE ON THE WEST SIDE
 AC6011'OF THE WEST BOUND LANE OF THE ROBERT MOSES PARKWAY, 57.1 FEET (17.4 M)
 AC6011'WEST OF CURB OF ROBERT MOSES PARKWAY, 43.0 FEET (13.1 M) SOUTH OF FACE
 AC6011'OF KOREAN CONFLICT MONUMENT, 0.5 FEET (15.2 CM) BELOW THE GROUND,
 AC6011'BEING NOS DISK CRIMPED ATOP A 5/8 INCH STAINLESS STEEL ROD DRIVEN 9.0
 AC6011'FEET (2.7 M) TO REFUSAL, ENCASED IN A 4-INCH PVC PIPE AND KICKBLOCK.
 AC6011
 AC6011                          STATION RECOVERY (1995)
 AC6011
 AC6011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AC6011'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0348 ***********************************************************************
 OG0348  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0348  DESIGNATION -  906 3009 FALLS A
 OG0348  PID         -  OG0348
 OG0348  STATE/COUNTY-  NY/NIAGARA
 OG0348  USGS QUAD   -  
 OG0348
 OG0348                         *CURRENT SURVEY CONTROL
 OG0348  ___________________________________________________________________
 OG0348* NAD 83(1986)-  43 04 52.     (N)    079 03 40.     (W)     SCALED    
 OG0348* NAVD 88     -       172.723  (meters)     566.68   (feet)  ADJUSTED  
 OG0348  ___________________________________________________________________
 OG0348  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OG0348  DYNAMIC HT  -         172.681 (meters)     566.54  (feet)  COMP
 OG0348  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 OG0348
 OG0348  VERT ORDER  -  FIRST     CLASS 0
 OG0348
 OG0348.The horizontal coordinates were scaled from a topographic map and have
 OG0348.an estimated accuracy of +/- 6 seconds.
 OG0348
 OG0348.The orthometric height was determined by differential leveling
 OG0348.and adjusted by the National Geodetic Survey in March 1997..
 OG0348
 OG0348.This Tidal Bench Mark is designated as VM 12768
 OG0348.by the Center for Operational Oceanographic Products and Services.
 OG0348
 OG0348.The geoid height was determined by GEOID03.
 OG0348
 OG0348.The dynamic height is computed by dividing the NAVD 88
 OG0348.geopotential number by the normal gravity value computed on the
 OG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0348.degrees latitude (g = 980.6199 gals.).
 OG0348
 OG0348.The modeled gravity was interpolated from observed gravity values.
 OG0348
 OG0348;                    North         East    Units  Estimated Accuracy
 OG0348;SPC NY W     -   342,290.      311,100.      MT  (+/- 180 meters Scaled)
 OG0348
 OG0348                          SUPERSEDED SURVEY CONTROL
 OG0348
 OG0348  NAVD 88 (06/15/91)  172.722  (m)          566.67   (f) UNKNOWN     1 0
 OG0348
 OG0348.Superseded values are not recommended for survey control.
 OG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0348.See file dsdata.txt to determine how the superseded data were derived.
 OG0348
 OG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578716(NAD 83)
 OG0348_MARKER: DB = BENCH MARK DISK
 OG0348_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0348+WITH SETTING: PAVEMENT
 OG0348_SP_SET: GAUGE HOUSE
 OG0348_STAMPING: FALLS A 1976
 OG0348_MARK LOGO: USE   
 OG0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0348+STABILITY: SURFACE MOTION
 OG0348
 OG0348  HISTORY     - Date     Condition        Report By
 OG0348  HISTORY     - 1976     MONUMENTED       USE
 OG0348  HISTORY     - 1977     GOOD             NGS
 OG0348  HISTORY     - 19940525 GOOD             NOS
 OG0348  HISTORY     - 19950620 GOOD             NOS
 OG0348
 OG0348                          STATION DESCRIPTION
 OG0348
 OG0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0348'IN NIAGARA FALLS.
 OG0348'FROM WATER LEVELS BRANCH DESCRIPTION--IN NIAGARA FALLS, 0.75 MILE
 OG0348'UPSTREAM FROM THE RAINBOW BRIDGE, ON SOUTHWEST SIDE OF ROBERT MOSES
 OG0348'PARKWAY, IN NIAGARA FRONTIER PARK, ACROSS AND ABOUT ABREAST THE
 OG0348'UPSTREAM END OF GOAT ISLAND, ON UPSTREAM FACE OF HEXAGONAL STONE GAGE
 OG0348'HOUSE, 1.1 FEET FROM CORNER NEAREST TO DOORWAY, 4 FEET ABOVE THE
 OG0348'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISK SET INTO THE
 OG0348'STONE WALL.
 OG0348
 OG0348                          STATION RECOVERY (1994)
 OG0348
 OG0348'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0348'IN NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, 0.75 MILE (1.21 KM)
 OG0348'UPSTREAM FROM THE RAINBOW BRIDGE, ON SOUTHWEST SIDE OF ROBERT MOSES
 OG0348'PARKWAY, IN NIAGARA FRONTIER PARK, ACROSS AND ABOUT ABREAST THE
 OG0348'UPSTREAM END OF GOAT ISLAND, ON UPSTREAM FACE OF HEXAGONAL STONE GAUGE
 OG0348'HOUSE, 1.1 FEET (0.3 M) FROM CORNER NEAREST TO DOORWAY, 4 FEET (1.2 M)
 OG0348'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISK SET
 OG0348'INTO THE STONE WALL.
 OG0348
 OG0348                          STATION RECOVERY (1995)
 OG0348
 OG0348'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0348'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0223 ***********************************************************************
 OG0223  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0223  DESIGNATION -  906 3009 FRONTIER
 OG0223  PID         -  OG0223
 OG0223  STATE/COUNTY-  NY/NIAGARA
 OG0223  USGS QUAD   -  
 OG0223
 OG0223                         *CURRENT SURVEY CONTROL
 OG0223  ___________________________________________________________________
 OG0223* NAD 83(1986)-  43 04 56.     (N)    079 03 44.     (W)     SCALED    
 OG0223* NAVD 88     -       171.898  (meters)     563.97   (feet)  ADJUSTED  
 OG0223  ___________________________________________________________________
 OG0223  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OG0223  DYNAMIC HT  -         171.855 (meters)     563.83  (feet)  COMP
 OG0223  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OG0223
 OG0223  VERT ORDER  -  FIRST     CLASS 0
 OG0223
 OG0223.The horizontal coordinates were scaled from a topographic map and have
 OG0223.an estimated accuracy of +/- 6 seconds.
 OG0223
 OG0223.The orthometric height was determined by differential leveling
 OG0223.and adjusted by the National Geodetic Survey in June 1991..
 OG0223
 OG0223.This Tidal Bench Mark is designated as VM 12764
 OG0223.by the Center for Operational Oceanographic Products and Services.
 OG0223
 OG0223.This Tidal Bench Mark is designated as VM 17011
 OG0223.by the Center for Operational Oceanographic Products and Services.
 OG0223
 OG0223.The geoid height was determined by GEOID03.
 OG0223
 OG0223.The dynamic height is computed by dividing the NAVD 88
 OG0223.geopotential number by the normal gravity value computed on the
 OG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0223.degrees latitude (g = 980.6199 gals.).
 OG0223
 OG0223.The modeled gravity was interpolated from observed gravity values.
 OG0223
 OG0223;                    North         East    Units  Estimated Accuracy
 OG0223;SPC NY W     -   342,420.      311,010.      MT  (+/- 180 meters Scaled)
 OG0223
 OG0223                          SUPERSEDED SURVEY CONTROL
 OG0223
 OG0223.No superseded survey control is available for this station.
 OG0223
 OG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH577717(NAD 83)
 OG0223_MARKER: I = METAL ROD
 OG0223_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OG0223+WITH SETTING: INFORMATION.
 OG0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0223
 OG0223  HISTORY     - Date     Condition        Report By
 OG0223  HISTORY     - 1961     MONUMENTED       USLS
 OG0223  HISTORY     - 1970     GOOD             USLS
 OG0223  HISTORY     - 1977     GOOD             NGS
 OG0223  HISTORY     - 19940525 GOOD             NOS
 OG0223  HISTORY     - 19950620 GOOD             NOS
 OG0223
 OG0223                          STATION DESCRIPTION
 OG0223
 OG0223'DESCRIBED BY US LAKE SURVEY 1970
 OG0223'IN NIAGARA FALLS.
 OG0223'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN NIAGARA FRONTIER
 OG0223'PARK, 0.65 MILE UPRIVER FROM RAINBOW BRIDGE, ACROSS THE AMERICAN
 OG0223'RAPIDS FROM GOAT ISLAND AT A POINT 400 FEET DOWNSTREAM FROM ITS
 OG0223'UPSTREAM END, ABOUT 150 FEET NORTHEAST OF THE RAPIDS, 44.2 FEET FROM
 OG0223'A 6-INCH BOX ELDER, 38.4 FEET SOUTHEAST OF A 36-INCH TWIN TRUNKED
 OG0223'WILLOW, 31.6 FEET WESTERLY FROM CORNER OF BASE OF LAMP POLE NO. 35T,
 OG0223'27.3 FEET SOUTHWEST OF SOUTHERLY CURB OF ROBERT MOSES PARKWAY, 1/2
 OG0223'FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OG0223'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 7 FEET LONG.
 OG0223
 OG0223                          STATION RECOVERY (1977)
 OG0223
 OG0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0223'RECOVERED IN GOOD CONDITION.
 OG0223
 OG0223                          STATION RECOVERY (1994)
 OG0223
 OG0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0223'AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN NIAGARA FRONTIER PARK,
 OG0223'0.65 MILE (1.05 KM) UPRIVER FROM RAINBOW BRIDGE, ACROSS THE AMERICAN
 OG0223'RAPIDS FROM GOAT ISLAND AT A POINT 400 FEET (121.9 M) DOWNSTREAM FROM
 OG0223'ITS UPSTREAM END, ABOUT 150 FEET (45.7 M) NORTHEAST OF THE RAPIDS,
 OG0223'44.2 FEET (13.5 M) FROM A 6-INCH BOX ELDER, 38.4 FEET (11.7 M)
 OG0223'SOUTHEAST OF A 36-INCH TWIN TRUNKED WILLOW, 31.6 FEET (9.6 M) WESTERLY
 OG0223'FROM CORNER OF BASE OF LAMP POLE NO.  35T, 27.3 FEET (8.3 M) SOUTHWEST
 OG0223'OF SOUTHERLY CURB OF ROBERT MOSES PARKWAY, 0.5 FEET (15.2 CM) BELOW
 OG0223'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OG0223'COPPER-COATED STEEL ROD, 7 FEET (2.1 M) LONG, RECESSED 3 CENTIMETERS.
 OG0223
 OG0223                          STATION RECOVERY (1995)
 OG0223
 OG0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0222 ***********************************************************************
 OG0222  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0222  DESIGNATION -  906 3009 GRATE
 OG0222  PID         -  OG0222
 OG0222  STATE/COUNTY-  NY/NIAGARA
 OG0222  USGS QUAD   -  
 OG0222
 OG0222                         *CURRENT SURVEY CONTROL
 OG0222  ___________________________________________________________________
 OG0222* NAD 83(1986)-  43 04 59.     (N)    079 03 43.     (W)     SCALED    
 OG0222* NAVD 88     -       171.587  (meters)     562.95   (feet)  ADJUSTED  
 OG0222  ___________________________________________________________________
 OG0222  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OG0222  DYNAMIC HT  -         171.544 (meters)     562.81  (feet)  COMP
 OG0222  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OG0222
 OG0222  VERT ORDER  -  FIRST     CLASS 0
 OG0222
 OG0222.The horizontal coordinates were scaled from a topographic map and have
 OG0222.an estimated accuracy of +/- 6 seconds.
 OG0222
 OG0222.The orthometric height was determined by differential leveling
 OG0222.and adjusted by the National Geodetic Survey in June 1991..
 OG0222
 OG0222.This Tidal Bench Mark is designated as VM 12769
 OG0222.by the Center for Operational Oceanographic Products and Services.
 OG0222
 OG0222.The geoid height was determined by GEOID03.
 OG0222
 OG0222.The dynamic height is computed by dividing the NAVD 88
 OG0222.geopotential number by the normal gravity value computed on the
 OG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0222.degrees latitude (g = 980.6199 gals.).
 OG0222
 OG0222.The modeled gravity was interpolated from observed gravity values.
 OG0222
 OG0222;                    North         East    Units  Estimated Accuracy
 OG0222;SPC NY W     -   342,510.      311,030.      MT  (+/- 180 meters Scaled)
 OG0222
 OG0222                          SUPERSEDED SURVEY CONTROL
 OG0222
 OG0222.No superseded survey control is available for this station.
 OG0222
 OG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH577718(NAD 83)
 OG0222_MARKER: Q = CHISELED SQUARE
 OG0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0222_SP_SET: CATCH BASIN
 OG0222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0222
 OG0222  HISTORY     - Date     Condition        Report By
 OG0222  HISTORY     - 1960     MONUMENTED       USLS
 OG0222  HISTORY     - 1970     GOOD             USLS
 OG0222  HISTORY     - 1977     GOOD             NGS
 OG0222  HISTORY     - 19900627 GOOD             NOS
 OG0222  HISTORY     - 19950620 GOOD             NOS
 OG0222
 OG0222                          STATION DESCRIPTION
 OG0222
 OG0222'DESCRIBED BY US LAKE SURVEY 1970
 OG0222'IN NIAGARA FALLS.
 OG0222'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, 0.65 MILE UPRIVER FROM
 OG0222'RAINBOW BRIDGE, IN NIAGARA FRONTIER PARK, ACROSS FROM GOAT ISLAND AT
 OG0222'A POINT ABOUT 480 FEET DOWNSTREAM FROM ITS UPSTREAM END, 28.4 FEET
 OG0222'NORTHEAST OF NORTHERLY CURB OF ROBERT MOSES PARKWAY, 25.2 FEET NORTH
 OG0222'OF NORTH CORNER OF BASE OF LAMP POLE NO. 34T, ON CONCRETE FOUNDATION
 OG0222'OF CATCH BASIN WHICH HAS A GALVANIZED STEEL GRATE, FLUSH WITH THE
 OG0222'GROUND SURFACE, BEING HIGHEST POINT IN A 1-INCH SQUARE FORMED BY TWO
 OG0222'CHISELED LINES AND THE SOUTHEAST CORNER OF THE FOUNDATION.
 OG0222
 OG0222                          STATION RECOVERY (1977)
 OG0222
 OG0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0222'RECOVERED IN GOOD CONDITION.
 OG0222
 OG0222                          STATION RECOVERY (1990)
 OG0222
 OG0222'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990 (MEE)
 OG0222'IN NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, 0.65 MILE (1.05 KM)
 OG0222'UPRIVER FROM RAINBOW BRIDGE, IN NIAGARA FRONTIER PARK, ACROSS FROM
 OG0222'GOAT ISLAND AT A POINT ABOUT 480 FEET (146.3 M) DOWNSTREAM FROM ITS
 OG0222'UPSTREAM END, 28.4 FEET (8.7 M) NORTHEAST OF NORTHERLY CURB OF ROBERT
 OG0222'MOSES PARKWAY, 25.2 FEET (7.7 M) NORTH OF NORTH CORNER OF BASE OF LAMP
 OG0222'POLE NO.  34T, ON CONCRETE FOUNDATION OF CATCH BASIN WHICH HAS A
 OG0222'GALVANIZED STEEL GRATE, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST
 OG0222'POINT IN A 1-INCH SQUARE FORMED BY TWO CHISELED LINES AND THE
 OG0222'SOUTHEAST CORNER OF THE FOUNDATION.
 OG0222
 OG0222                          STATION RECOVERY (1995)
 OG0222
 OG0222'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0222'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0227 ***********************************************************************
 OG0227  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0227  DESIGNATION -  906 3009 PARK
 OG0227  PID         -  OG0227
 OG0227  STATE/COUNTY-  NY/NIAGARA
 OG0227  USGS QUAD   -  
 OG0227
 OG0227                         *CURRENT SURVEY CONTROL
 OG0227  ___________________________________________________________________
 OG0227* NAD 83(1986)-  43 05 13.     (N)    079 03 55.     (W)     SCALED    
 OG0227* NAVD 88     -       169.313  (meters)     555.49   (feet)  ADJUSTED  
 OG0227  ___________________________________________________________________
 OG0227  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OG0227  DYNAMIC HT  -         169.271 (meters)     555.35  (feet)  COMP
 OG0227  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 OG0227
 OG0227  VERT ORDER  -  FIRST     CLASS 0
 OG0227
 OG0227.The horizontal coordinates were scaled from a topographic map and have
 OG0227.an estimated accuracy of +/- 6 seconds.
 OG0227
 OG0227.The orthometric height was determined by differential leveling
 OG0227.and adjusted by the National Geodetic Survey in June 1991..
 OG0227.WARNING-Repeat measurements at this control monument indicate possible
 OG0227.vertical movement.
 OG0227
 OG0227.This Tidal Bench Mark is designated as VM 12771
 OG0227.by the Center for Operational Oceanographic Products and Services.
 OG0227
 OG0227.The geoid height was determined by GEOID03.
 OG0227
 OG0227.The dynamic height is computed by dividing the NAVD 88
 OG0227.geopotential number by the normal gravity value computed on the
 OG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0227.degrees latitude (g = 980.6199 gals.).
 OG0227
 OG0227.The modeled gravity was interpolated from observed gravity values.
 OG0227
 OG0227;                    North         East    Units  Estimated Accuracy
 OG0227;SPC NY W     -   342,940.      310,760.      MT  (+/- 180 meters Scaled)
 OG0227
 OG0227                          SUPERSEDED SURVEY CONTROL
 OG0227
 OG0227  NGVD 29 (??/??/92)  169.481  (m)          556.04   (f) ADJ UNCH    1 0
 OG0227
 OG0227.Superseded values are not recommended for survey control.
 OG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0227.See file dsdata.txt to determine how the superseded data were derived.
 OG0227
 OG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH574722(NAD 83)
 OG0227_MARKER: B = BOLT
 OG0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0227_SP_SET: WINDOW SILL
 OG0227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0227
 OG0227  HISTORY     - Date     Condition        Report By
 OG0227  HISTORY     - 1906     MONUMENTED       USLS
 OG0227  HISTORY     - 1970     GOOD             USLS
 OG0227  HISTORY     - 1977     GOOD             NGS
 OG0227  HISTORY     - 19930915 GOOD             NOS
 OG0227  HISTORY     - 19950620 GOOD             NOS
 OG0227
 OG0227                          STATION DESCRIPTION
 OG0227
 OG0227'DESCRIBED BY US LAKE SURVEY 1970
 OG0227'IN NIAGARA FALLS.
 OG0227'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ABOUT 0.15 MILE
 OG0227'SOUTHWEST OF RAINBOW BRIDGE, ON EAST SIDE OF ROBERT MOSES PARKWAY, IN
 OG0227'NIAGARA FRONTIER STATE PARK, 10.3 FEET SOUTH OF NORTHEAST CORNER AND
 OG0227'IN EAST FACE OF ADMINISTRATION BUILDING, 3 FEET ABOVE THE GROUND
 OG0227'SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS BOLT LEADED INTO THE
 OG0227'MOST NORTHERLY WINDOW SILL.
 OG0227
 OG0227                          STATION RECOVERY (1977)
 OG0227
 OG0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0227'RECOVERED IN GOOD CONDITION.
 OG0227
 OG0227                          STATION RECOVERY (1993)
 OG0227
 OG0227'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RDJ)
 OG0227'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ABOUT 0.15 MILE (0.24
 OG0227'KM) SOUTHWEST OF RAINBOW BRIDGE, ON EAST SIDE OF ROBERT MOSES PARKWAY,
 OG0227'IN NIAGARA FRONTIER STATE PARK, 10.3 FEET (3.1 M) SOUTH OF NORTHEAST
 OG0227'CORNER AND IN EAST FACE OF ADMINISTRATION BUILDING, 3 FEET (0.9 M)
 OG0227'ABOVE THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS BOLT
 OG0227'LEADED INTO THE MOST NORTHERLY WINDOW SILL.
 OG0227
 OG0227                          STATION RECOVERY (1995)
 OG0227
 OG0227'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0194 ***********************************************************************
 OG0194  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0194  DESIGNATION -  906 3012 AJAX
 OG0194  PID         -  OG0194
 OG0194  STATE/COUNTY-  NY/NIAGARA
 OG0194  USGS QUAD   -  
 OG0194
 OG0194                         *CURRENT SURVEY CONTROL
 OG0194  ___________________________________________________________________
 OG0194* NAD 83(1986)-  43 04 47.     (N)    079 00 51.     (W)     SCALED    
 OG0194* NAVD 88     -       173.219  (meters)     568.30   (feet)  ADJUSTED  
 OG0194  ___________________________________________________________________
 OG0194  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0194  DYNAMIC HT  -         173.176 (meters)     568.16  (feet)  COMP
 OG0194  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 OG0194
 OG0194  VERT ORDER  -  FIRST     CLASS 0
 OG0194
 OG0194.The horizontal coordinates were scaled from a topographic map and have
 OG0194.an estimated accuracy of +/- 6 seconds.
 OG0194
 OG0194.The orthometric height was determined by differential leveling
 OG0194.and adjusted by the National Geodetic Survey in July 1997..
 OG0194.WARNING-Repeat measurements at this control monument indicate possible
 OG0194.vertical movement.
 OG0194
 OG0194.This Tidal Bench Mark is designated as VM 12780
 OG0194.by the Center for Operational Oceanographic Products and Services.
 OG0194
 OG0194.The geoid height was determined by GEOID03.
 OG0194
 OG0194.The dynamic height is computed by dividing the NAVD 88
 OG0194.geopotential number by the normal gravity value computed on the
 OG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0194.degrees latitude (g = 980.6199 gals.).
 OG0194
 OG0194.The modeled gravity was interpolated from observed gravity values.
 OG0194
 OG0194;                    North         East    Units  Estimated Accuracy
 OG0194;SPC NY W     -   342,120.      314,920.      MT  (+/- 180 meters Scaled)
 OG0194
 OG0194                          SUPERSEDED SURVEY CONTROL
 OG0194
 OG0194  NAVD 88 (06/15/91)  173.222  (m)          568.31   (f) UNKNOWN     1 0
 OG0194
 OG0194.Superseded values are not recommended for survey control.
 OG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0194.See file dsdata.txt to determine how the superseded data were derived.
 OG0194
 OG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH616715(NAD 83)
 OG0194_MARKER: DD = SURVEY DISK
 OG0194_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0194+WITH SETTING: PAVEMENT
 OG0194_SP_SET: TOWER FOUNDATION
 OG0194_STAMPING: AJAX
 OG0194_MARK LOGO: USLS  
 OG0194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0194+STABILITY: SURFACE MOTION
 OG0194
 OG0194  HISTORY     - Date     Condition        Report By
 OG0194  HISTORY     - 1946     MONUMENTED       USLS
 OG0194  HISTORY     - 1970     GOOD             USLS
 OG0194  HISTORY     - 1978     GOOD             NGS
 OG0194  HISTORY     - 19950615 GOOD             NOS
 OG0194
 OG0194                          STATION DESCRIPTION
 OG0194
 OG0194'DESCRIBED BY US LAKE SURVEY 1970
 OG0194'IN NIAGARA FALLS.
 OG0194'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, BETWEEN BUFFALO
 OG0194'AVENUE AND THE NIAGARA RIVER, ABOUT MIDWAY BETWEEN HYDE PARK
 OG0194'BOULEVARD AND 47TH STREET, ON WESTERLY SIDE OF A PRIVATE STREET
 OG0194'RUNNING BETWEEN THE ALOX CORPORATION AND THE HOOKER CHEMICAL
 OG0194'CORPORATION BUILDINGS, ABOUT 500 FEET FROM BUFFALO AVENUE, ON
 OG0194'CONCRETE FOUNDATION UNDER SOUTHEASTERLY LEG OF LARGE DOUBLE-BENT
 OG0194'TRANSMISSION TOWER NO. 25, ON EAST-WEST CENTERLINE OF THE FOOTING,
 OG0194'0.4 FEET FROM THE EASTERLY FACE, FLUSH WITH THE GROUND SURFACE BEING
 OG0194'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OG0194'CONCRETE.
 OG0194
 OG0194                          STATION RECOVERY (1978)
 OG0194
 OG0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OG0194'IN NIAGARA FALLS BETWEEN BUFFALO AVENUE AND THE NIAGARA RIVER, ABOUT
 OG0194'MIDWAY BETWEEN HYDE PARK BOULEVARD AND 47TH STREET, ON THE WESTERN
 OG0194'SIDE OF A PRIVATE STREET RUNNING BETWEEN THE ALOX CORPORATION AND THE
 OG0194'HOOKER CHEMICAL CORPORATION BUILDINGS, ABOUT 500 FEET FROM BUFFALO
 OG0194'AVENUE, ON THE CONCRETE FOUNDATION UNDER THE SOUTHEAST LEG OF A LARGE
 OG0194'DOUBLE BENT TRANSMISSION TOWER NUMBER 25, AND 0.4 FOOT FROM THE EAST
 OG0194'FACE OF THE LEG.
 OG0194
 OG0194                          STATION RECOVERY (1995)
 OG0194
 OG0194'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0194'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, BETWEEN BUFFALO AVENUE
 OG0194'AND THE NIAGARA RIVER, ABOUT MIDWAY BETWEEN HYDE PARK BOULEVARD AND
 OG0194'47TH STREET, ON WESTERLY SIDE OF A PRIVATE STREET RUNNING BETWEEN THE
 OG0194'ALOX CORPORATION AND THE HOOKER CHEMICAL CORPORATION BUILDINGS, ABOUT
 OG0194'446 FEET (135.9 M) SOUTH OF SOUTH CURB OF BUFFALO AVENUE, ON CONCRETE
 OG0194'FOUNDATION WHICH USED TO SUPPORT THE SOUTHEAST LEG OF A LARGE
 OG0194'DOUBLE-BENT TRANSMISSION TOWER NO.  25, ON EAST-WEST CENTERLINE OF THE
 OG0194'FOOTING, 98.0 FEET (29.9 M) SOUTH OF THE SOUTHEAST LEG OF TOWER T291,
 OG0194'45.5 FEET (13.9 M) SOUTH SOUTHWEST OF A FIRE HYDRANT, 40.0 FEET (12.2
 OG0194'M) WEST NORTHWEST OF WEST FACE OF IROQUIOS AVE.  CURB, 37.3 FEET (11.4
 OG0194'M) NORTH NORTHEAST OF MOST NORTHERLY TRAIN RAIL, FLUSH WITH THE GROUND
 OG0194'SURFACE BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 OG0194'INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0354 ***********************************************************************
 OG0354  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0354  DESIGNATION -  906 3012 EWI
 OG0354  PID         -  OG0354
 OG0354  STATE/COUNTY-  NY/NIAGARA
 OG0354  USGS QUAD   -  
 OG0354
 OG0354                         *CURRENT SURVEY CONTROL
 OG0354  ___________________________________________________________________
 OG0354* NAD 83(1986)-  43 04 37.     (N)    079 00 50.     (W)     SCALED    
 OG0354* NAVD 88     -       174.988  (meters)     574.11   (feet)  ADJUSTED  
 OG0354  ___________________________________________________________________
 OG0354  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0354  DYNAMIC HT  -         174.944 (meters)     573.96  (feet)  COMP
 OG0354  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 OG0354
 OG0354  VERT ORDER  -  FIRST     CLASS 0
 OG0354
 OG0354.The horizontal coordinates were scaled from a topographic map and have
 OG0354.an estimated accuracy of +/- 6 seconds.
 OG0354
 OG0354.The orthometric height was determined by differential leveling
 OG0354.and adjusted by the National Geodetic Survey in June 1991..
 OG0354
 OG0354.This Tidal Bench Mark is designated as VM 12773
 OG0354.by the Center for Operational Oceanographic Products and Services.
 OG0354
 OG0354.The geoid height was determined by GEOID03.
 OG0354
 OG0354.The dynamic height is computed by dividing the NAVD 88
 OG0354.geopotential number by the normal gravity value computed on the
 OG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0354.degrees latitude (g = 980.6199 gals.).
 OG0354
 OG0354.The modeled gravity was interpolated from observed gravity values.
 OG0354
 OG0354;                    North         East    Units  Estimated Accuracy
 OG0354;SPC NY W     -   341,810.      314,940.      MT  (+/- 180 meters Scaled)
 OG0354
 OG0354                          SUPERSEDED SURVEY CONTROL
 OG0354
 OG0354.No superseded survey control is available for this station.
 OG0354
 OG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH616712(NAD 83)
 OG0354_MARKER: B = BOLT
 OG0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0354_SP_SET: INTAKE STRUCTURE
 OG0354_STAMPING: BM
 OG0354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0354
 OG0354  HISTORY     - Date     Condition        Report By
 OG0354  HISTORY     - 1973     MONUMENTED       NOS
 OG0354  HISTORY     - 1977     GOOD             NGS
 OG0354  HISTORY     - 19940530 GOOD             NOS
 OG0354  HISTORY     - 19950615 GOOD             NOS
 OG0354  HISTORY     - 20021222 POOR             USPSQD
 OG0354
 OG0354                          STATION DESCRIPTION
 OG0354
 OG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0354'IN NIAGARA FALLS.
 OG0354'FROM WATER LEVELS BRANCH DESCRIPTION--IN NIAGARA FALLS, IN THE
 OG0354'NIAGARA FRONTIER PARK, ABOUT 1.25 MILES DOWNSTREAM FROM GRAND ISLAND
 OG0354'BRIDGE, ON WEST FACE OF EASTERLY INTAKE STRUCTURE OF NEW YORK STATE
 OG0354'POWER AUTHORITY, 18.5 FEET NORTHEAST OF SOUTHWEST CORNER, 6.0 FEET
 OG0354'SOUTH OF ENTRANCE DOORWAY, 5 FEET ABOVE THE SIDEWALK, BEING HORIZONTAL
 OG0354'LINE AT CENTER OF A 1/2 X 3/4-INCH RECTANGULAR-HEADED BRASS BOLT WITH
 OG0354'ROUNDED CORNERS.
 OG0354
 OG0354                          STATION RECOVERY (1994)
 OG0354
 OG0354'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0354'IN NIAGARA FALLS, IN THE NIAGARA FRONTIER PARK, ABOUT 1.25 MILES (2.01
 OG0354'KM) DOWNSTREAM FROM GRAND ISLAND BRIDGE, ON WEST FACE OF EASTERLY
 OG0354'INTAKE STRUCTURE OF NEW YORK STATE POWER AUTHORITY, 18.5 FEET (5.6 M)
 OG0354'NORTHEAST OF SOUTHWEST CORNER, 6.0 FEET (1.8 M) SOUTH OF ENTRANCE
 OG0354'DOORWAY, 5 FEET (1.5 M) ABOVE THE SIDEWALK, BEING HORIZONTAL LINE AT
 OG0354'CENTER OF A 1/2 X 3/4-INCH RECTANGULAR-HEADED BRASS BOLT WITH ROUNDED
 OG0354'CORNERS.
 OG0354
 OG0354                          STATION RECOVERY (1995)
 OG0354
 OG0354'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0354'RECOVERED AS DESCRIBED.
 OG0354
 OG0354                          STATION RECOVERY (2002)
 OG0354
 OG0354'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 OG0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0216 ***********************************************************************
 OG0216  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0216  DESIGNATION -  906 3012 GATE
 OG0216  PID         -  OG0216
 OG0216  STATE/COUNTY-  NY/NIAGARA
 OG0216  USGS QUAD   -  
 OG0216
 OG0216                         *CURRENT SURVEY CONTROL
 OG0216  ___________________________________________________________________
 OG0216* NAD 83(1986)-  43 04 36.     (N)    079 00 51.     (W)     SCALED    
 OG0216* NAVD 88     -       173.602  (meters)     569.56   (feet)  ADJUSTED  
 OG0216  ___________________________________________________________________
 OG0216  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0216  DYNAMIC HT  -         173.559 (meters)     569.42  (feet)  COMP
 OG0216  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 OG0216
 OG0216  VERT ORDER  -  FIRST     CLASS 0
 OG0216
 OG0216.The horizontal coordinates were scaled from a topographic map and have
 OG0216.an estimated accuracy of +/- 6 seconds.
 OG0216
 OG0216.The orthometric height was determined by differential leveling
 OG0216.and adjusted by the National Geodetic Survey in July 1997..
 OG0216.WARNING-Repeat measurements at this control monument indicate possible
 OG0216.vertical movement.
 OG0216
 OG0216.This Tidal Bench Mark is designated as VM 12776
 OG0216.by the Center for Operational Oceanographic Products and Services.
 OG0216
 OG0216.The geoid height was determined by GEOID03.
 OG0216
 OG0216.The dynamic height is computed by dividing the NAVD 88
 OG0216.geopotential number by the normal gravity value computed on the
 OG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0216.degrees latitude (g = 980.6199 gals.).
 OG0216
 OG0216.The modeled gravity was interpolated from observed gravity values.
 OG0216
 OG0216;                    North         East    Units  Estimated Accuracy
 OG0216;SPC NY W     -   341,780.      314,920.      MT  (+/- 180 meters Scaled)
 OG0216
 OG0216                          SUPERSEDED SURVEY CONTROL
 OG0216
 OG0216  NAVD 88 (06/15/91)  173.596  (m)          569.54   (f) UNKNOWN     1 0
 OG0216
 OG0216.Superseded values are not recommended for survey control.
 OG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0216.See file dsdata.txt to determine how the superseded data were derived.
 OG0216
 OG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH616712(NAD 83)
 OG0216_MARKER: DD = SURVEY DISK
 OG0216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OG0216_SP_SET: SUMPWALL
 OG0216_STAMPING: GATE
 OG0216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0216+STABILITY: SURFACE MOTION
 OG0216
 OG0216  HISTORY     - Date     Condition        Report By
 OG0216  HISTORY     - UNK      MONUMENTED       NYNPA
 OG0216  HISTORY     - 1970     GOOD             USLS
 OG0216  HISTORY     - 1977     GOOD             NGS
 OG0216  HISTORY     - 19930914 GOOD             NOS
 OG0216  HISTORY     - 19950615 GOOD             NOS
 OG0216
 OG0216                          STATION DESCRIPTION
 OG0216
 OG0216'DESCRIBED BY US LAKE SURVEY 1970
 OG0216'IN NIAGARA FALLS.
 OG0216'SURVEY MARK ESTABLISHED BY THE POWER AUTHORITY STATE OF NEW
 OG0216'YORK, IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN THE NIAGARA
 OG0216'FRONTIER PARK, ABOUT 1-1/4-MILES DOWNSTREAM FROM THE GRAND ISLAND
 OG0216'BRIDGE, ADJACENT TO THE EASTERLY OF TWO INTAKE STRUCTURES, 136.6 FEET
 OG0216'SOUTHEAST OF SOUTH CORNER OF CONCRETE FOUNDATION SUPPORTING STAINLESS
 OG0216'STEEL STRUCTURE, 6.5 FEET FROM RIVER FACE OF CONCRETE BREAKWALL,
 OG0216'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET IN THE
 OG0216'CONCRETE SUMP WALL ENCLOSING A TRAP DOOR ABOUT FLUSH WITH THE
 OG0216'CONCRETE SURFACE.
 OG0216
 OG0216                          STATION RECOVERY (1977)
 OG0216
 OG0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0216'RECOVERED IN GOOD CONDITION.
 OG0216
 OG0216                          STATION RECOVERY (1993)
 OG0216
 OG0216'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RDJ)
 OG0216'SURVEY MARK ESTABLISHED BY THE POWER AUTHORITY STATE OF NEW YORK, IS
 OG0216'AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN THE NIAGARA FRONTIER
 OG0216'PARK, ABOUT 1.25 MILES (2.01 KM) DOWNSTREAM FROM THE GRAND ISLAND
 OG0216'BRIDGE, ADJACENT TO THE EASTERLY OF TWO INTAKE STRUCTURES, 136.6 FEET
 OG0216'(41.6 M) SOUTHEAST OF SOUTH CORNER OF CONCRETE FOUNDATION SUPPORTING
 OG0216'STAINLESS STEEL STRUCTURE, 6.5 FEET (2.0 M) FROM RIVER FACE OF
 OG0216'CONCRETE BREAKWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OG0216'DISC SET IN THE CONCRETE SUMP WALL ENCLOSING A TRAP DOOR ABOUT FLUSH
 OG0216'WITH THE CONCRETE SURFACE.
 OG0216
 OG0216                          STATION RECOVERY (1995)
 OG0216
 OG0216'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0216'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0215 ***********************************************************************
 OG0215  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0215  DESIGNATION -  906 3012 INTAKE
 OG0215  PID         -  OG0215
 OG0215  STATE/COUNTY-  NY/NIAGARA
 OG0215  USGS QUAD   -  
 OG0215
 OG0215                         *CURRENT SURVEY CONTROL
 OG0215  ___________________________________________________________________
 OG0215* NAD 83(1986)-  43 04 39.     (N)    079 01 01.     (W)     SCALED    
 OG0215* NAVD 88     -       173.418  (meters)     568.96   (feet)  ADJUSTED  
 OG0215  ___________________________________________________________________
 OG0215  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0215  DYNAMIC HT  -         173.375 (meters)     568.81  (feet)  COMP
 OG0215  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 OG0215
 OG0215  VERT ORDER  -  FIRST     CLASS 0
 OG0215
 OG0215.The horizontal coordinates were scaled from a topographic map and have
 OG0215.an estimated accuracy of +/- 6 seconds.
 OG0215
 OG0215.The orthometric height was determined by differential leveling
 OG0215.and adjusted by the National Geodetic Survey in March 1997..
 OG0215
 OG0215.This Tidal Bench Mark is designated as VM 12774
 OG0215.by the Center for Operational Oceanographic Products and Services.
 OG0215
 OG0215.The geoid height was determined by GEOID03.
 OG0215
 OG0215.The dynamic height is computed by dividing the NAVD 88
 OG0215.geopotential number by the normal gravity value computed on the
 OG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0215.degrees latitude (g = 980.6199 gals.).
 OG0215
 OG0215.The modeled gravity was interpolated from observed gravity values.
 OG0215
 OG0215;                    North         East    Units  Estimated Accuracy
 OG0215;SPC NY W     -   341,870.      314,690.      MT  (+/- 180 meters Scaled)
 OG0215
 OG0215                          SUPERSEDED SURVEY CONTROL
 OG0215
 OG0215  NAVD 88 (06/15/91)  173.423  (m)          568.97   (f) UNKNOWN     1 0
 OG0215
 OG0215.Superseded values are not recommended for survey control.
 OG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0215.See file dsdata.txt to determine how the superseded data were derived.
 OG0215
 OG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH614713(NAD 83)
 OG0215_MARKER: DD = SURVEY DISK
 OG0215_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OG0215_SP_SET: SIDEWALK
 OG0215_STAMPING: INTAKE 1963
 OG0215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0215
 OG0215  HISTORY     - Date     Condition        Report By
 OG0215  HISTORY     - 1963     MONUMENTED       USLS
 OG0215  HISTORY     - 1970     GOOD             USLS
 OG0215  HISTORY     - 1977     GOOD             NGS
 OG0215  HISTORY     - 19940530 GOOD             NOS
 OG0215  HISTORY     - 19950615 GOOD             NOS
 OG0215  HISTORY     - 20021222 GOOD             USPSQD
 OG0215
 OG0215                          STATION DESCRIPTION
 OG0215
 OG0215'DESCRIBED BY US LAKE SURVEY 1970
 OG0215'IN NIAGARA FALLS.
 OG0215'A HORIZONTAL CONTROL POINT OF THE U. S. LAKE SURVEY, IS AT
 OG0215'NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN THE NIAGARA FRONTIER
 OG0215'PARK, ABOUT 1-1/4-MILES DOWNSTREAM FROM THE GRAND ISLAND BRIDGE, 0.75
 OG0215'MILE EAST OF NIAGARA PARKWAY BRIDGE AT THE FOOT OF 53RD STREET, NEAR
 OG0215'RIVER FACE OF WESTERLY INTAKE STRUCTURE OF THE NEW YORK STATE POWER
 OG0215'AUTHORITY, 47.3 FEET SOUTH OF EAST CORNER AND 11.1 FEET NORTHEAST OF
 OG0215'SOUTH CORNER OF THE INTAKE STRUCTURE, BEING HIGHEST POINT OVER CROSS
 OG0215'AT CENTER OF BRONZE DISC SET INTO CONCRETE WALK.
 OG0215
 OG0215                          STATION RECOVERY (1977)
 OG0215
 OG0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0215'RECOVERED IN GOOD CONDITION.
 OG0215
 OG0215                          STATION RECOVERY (1994)
 OG0215
 OG0215'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0215'A HORIZONTAL CONTROL POINT OF THE U.  S.  LAKE SURVEY, IS AT NIAGARA
 OG0215'FALLS, NIAGARA COUNTY, NEW YORK, IN THE NIAGARA FRONTIER PARK, ABOUT
 OG0215'1.25 MILES (2.01 KM) DOWNSTREAM FROM THE GRAND ISLAND BRIDGE, 0.75
 OG0215'MILE (1.21 KM) EAST OF NIAGARA PARKWAY BRIDGE AT THE FOOT OF 53RD
 OG0215'STREET, NEAR RIVER FACE OF WESTERLY INTAKE STRUCTURE OF THE NEW YORK
 OG0215'STATE POWER AUTHORITY, 47.3 FEET (14.4 M) SOUTH OF EAST CORNER AND
 OG0215'11.1 FEET (3.4 M) NORTHEAST OF SOUTH CORNER OF THE INTAKE STRUCTURE,
 OG0215'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 OG0215'CONCRETE WALK.  3.0 FEET (0.9 M) SOUTH OF THE SOUTH FACE OF CONCRETE
 OG0215'BASE OF INTAKE STRUCTURE.
 OG0215
 OG0215                          STATION RECOVERY (1995)
 OG0215
 OG0215'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0215'RECOVERED AS DESCRIBED.
 OG0215
 OG0215                          STATION RECOVERY (2002)
 OG0215
 OG0215'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 OG0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0217 ***********************************************************************
 OG0217  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0217  DESIGNATION -  906 3012 RAIL
 OG0217  PID         -  OG0217
 OG0217  STATE/COUNTY-  NY/NIAGARA
 OG0217  USGS QUAD   -  
 OG0217
 OG0217                         *CURRENT SURVEY CONTROL
 OG0217  ___________________________________________________________________
 OG0217* NAD 83(1986)-  43 04 35.     (N)    079 00 46.     (W)     SCALED    
 OG0217* NAVD 88     -       173.565  (meters)     569.44   (feet)  ADJUSTED  
 OG0217  ___________________________________________________________________
 OG0217  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0217  DYNAMIC HT  -         173.522 (meters)     569.30  (feet)  COMP
 OG0217  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 OG0217
 OG0217  VERT ORDER  -  FIRST     CLASS 0
 OG0217
 OG0217.The horizontal coordinates were scaled from a topographic map and have
 OG0217.an estimated accuracy of +/- 6 seconds.
 OG0217
 OG0217.The orthometric height was determined by differential leveling
 OG0217.and adjusted by the National Geodetic Survey in July 1997..
 OG0217.WARNING-Repeat measurements at this control monument indicate possible
 OG0217.vertical movement.
 OG0217
 OG0217.This Tidal Bench Mark is designated as VM 12777
 OG0217.by the Center for Operational Oceanographic Products and Services.
 OG0217
 OG0217.The geoid height was determined by GEOID03.
 OG0217
 OG0217.The dynamic height is computed by dividing the NAVD 88
 OG0217.geopotential number by the normal gravity value computed on the
 OG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0217.degrees latitude (g = 980.6199 gals.).
 OG0217
 OG0217.The modeled gravity was interpolated from observed gravity values.
 OG0217
 OG0217;                    North         East    Units  Estimated Accuracy
 OG0217;SPC NY W     -   341,750.      315,030.      MT  (+/- 180 meters Scaled)
 OG0217
 OG0217                          SUPERSEDED SURVEY CONTROL
 OG0217
 OG0217  NAVD 88 (06/15/91)  173.641  (m)          569.69   (f) UNKNOWN     1 0
 OG0217
 OG0217.Superseded values are not recommended for survey control.
 OG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0217.See file dsdata.txt to determine how the superseded data were derived.
 OG0217
 OG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH617712(NAD 83)
 OG0217_MARKER: DD = SURVEY DISK
 OG0217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OG0217_SP_SET: SIDEWALK
 OG0217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0217
 OG0217  HISTORY     - Date     Condition        Report By
 OG0217  HISTORY     - 1962     MONUMENTED       NYNPA
 OG0217  HISTORY     - 1970     GOOD             USLS
 OG0217  HISTORY     - 1977     GOOD             NGS
 OG0217  HISTORY     - 19950615 GOOD             NOS
 OG0217  HISTORY     - 20021222 GOOD             USPSQD
 OG0217
 OG0217                          STATION DESCRIPTION
 OG0217
 OG0217'DESCRIBED BY US LAKE SURVEY 1970
 OG0217'IN NIAGARA FALLS.
 OG0217'A SURVEY MARK ESTABLISHED BY THE POWER AUTHORITY STATE OF NEW
 OG0217'YORK, IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN THE NIAGARA
 OG0217'FRONTIER PARK, ABOUT 1-1/4-MILES DOWNSTREAM FROM THE GRAND ISLAND
 OG0217'BRIDGE, ABOUT 450 FEET EAST OF EASTERLY OF TWO INTAKE STRUCTURES,
 OG0217'239.3 FEET WEST ALONG SEAWALL FROM AN ANGLE IN THE WALL, 5.8 FEET
 OG0217'NORTHERLY OF RIVER FACE OF CONCRETE BREAKWALL, 0.6 FOOT SOUTH OF
 OG0217'NORTH EDGE OF CONCRETE WALK, BEING HIGHEST POINT OVER CROSS AT CENTER
 OG0217'OF BRONZE DISC SET INTO THE CONCRETE WALK.
 OG0217
 OG0217                          STATION RECOVERY (1977)
 OG0217
 OG0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0217'RECOVERED IN GOOD CONDITION.
 OG0217
 OG0217                          STATION RECOVERY (1995)
 OG0217
 OG0217'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0217'RECOVERED AS DESCRIBED.
 OG0217
 OG0217                          STATION RECOVERY (2002)
 OG0217
 OG0217'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 OG0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0162 ***********************************************************************
 OG0162  DESIGNATION -  906 3013 BED USLS
 OG0162  PID         -  OG0162
 OG0162  STATE/COUNTY-  NY/NIAGARA
 OG0162  USGS QUAD   -  
 OG0162
 OG0162                         *CURRENT SURVEY CONTROL
 OG0162  ___________________________________________________________________
 OG0162* NAD 83(1986)-  43 04 24.     (N)    078 59 07.     (W)     SCALED    
 OG0162* NAVD 88     -       173.156  (meters)     568.10   (feet)  ADJUSTED  
 OG0162  ___________________________________________________________________
 OG0162  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OG0162  DYNAMIC HT  -         173.113 (meters)     567.95  (feet)  COMP
 OG0162  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OG0162
 OG0162  VERT ORDER  -  FIRST     CLASS 0
 OG0162
 OG0162.The horizontal coordinates were scaled from a topographic map and have
 OG0162.an estimated accuracy of +/- 6 seconds.
 OG0162
 OG0162.The orthometric height was determined by differential leveling
 OG0162.and adjusted by the National Geodetic Survey in June 1991..
 OG0162
 OG0162.The geoid height was determined by GEOID03.
 OG0162
 OG0162.The dynamic height is computed by dividing the NAVD 88
 OG0162.geopotential number by the normal gravity value computed on the
 OG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0162.degrees latitude (g = 980.6199 gals.).
 OG0162
 OG0162.The modeled gravity was interpolated from observed gravity values.
 OG0162
 OG0162;                    North         East    Units  Estimated Accuracy
 OG0162;SPC NY W     -   341,400.      317,270.      MT  (+/- 180 meters Scaled)
 OG0162
 OG0162                          SUPERSEDED SURVEY CONTROL
 OG0162
 OG0162.No superseded survey control is available for this station.
 OG0162
 OG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH640709(NAD 83)
 OG0162_MARKER: Z = SEE DESCRIPTION
 OG0162_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0162+WITH SETTING: INTO GROUND
 OG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0162+STABILITY: SURFACE MOTION
 OG0162
 OG0162  HISTORY     - Date     Condition        Report By
 OG0162  HISTORY     - UNK      MONUMENTED       USLS
 OG0162  HISTORY     - 1967     GOOD             USLS
 OG0162  HISTORY     - 1977     GOOD             NGS
 OG0162
 OG0162                          STATION DESCRIPTION
 OG0162
 OG0162'DESCRIBED BY US LAKE SURVEY 1967
 OG0162'IN NIAGARA FALLS.
 OG0162'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, NEAR THE FOOT OF 68TH
 OG0162'STREET, AT LASALLE YACHT CLUB, 77.7 FEET WEST OF A NORTH-SOUTH
 OG0162'CYCLONE FENCE LINE, 49.8 FEET NORTH OF SOUTH FACE OF A CONCRETE
 OG0162'RETAINING WALL WHERE THE EAST FACE OF A PERPENDICULAR WOOD DOCK MEETS
 OG0162'THE WALL, 1.6 FEET SOUTH OF SOUTHEAST CORNER AND IN LINE WITH EAST
 OG0162'FACE OF THE CLUBHOUSE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 OG0162'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 OG0162'6 FEET LONG.
 OG0162
 OG0162                          STATION RECOVERY (1977)
 OG0162
 OG0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0159 ***********************************************************************
 OG0159  DESIGNATION -  906 3013 LA SALLE USLS
 OG0159  PID         -  OG0159
 OG0159  STATE/COUNTY-  NY/NIAGARA
 OG0159  USGS QUAD   -  
 OG0159
 OG0159                         *CURRENT SURVEY CONTROL
 OG0159  ___________________________________________________________________
 OG0159* NAD 83(1986)-  43 04 25.     (N)    078 59 06.     (W)     SCALED    
 OG0159* NAVD 88     -       173.276  (meters)     568.49   (feet)  ADJUSTED  
 OG0159  ___________________________________________________________________
 OG0159  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OG0159  DYNAMIC HT  -         173.233 (meters)     568.35  (feet)  COMP
 OG0159  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OG0159
 OG0159  VERT ORDER  -  FIRST     CLASS 0
 OG0159
 OG0159.The horizontal coordinates were scaled from a topographic map and have
 OG0159.an estimated accuracy of +/- 6 seconds.
 OG0159
 OG0159.The orthometric height was determined by differential leveling
 OG0159.and adjusted by the National Geodetic Survey in June 1991..
 OG0159
 OG0159.The geoid height was determined by GEOID03.
 OG0159
 OG0159.The dynamic height is computed by dividing the NAVD 88
 OG0159.geopotential number by the normal gravity value computed on the
 OG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0159.degrees latitude (g = 980.6199 gals.).
 OG0159
 OG0159.The modeled gravity was interpolated from observed gravity values.
 OG0159
 OG0159;                    North         East    Units  Estimated Accuracy
 OG0159;SPC NY W     -   341,430.      317,290.      MT  (+/- 180 meters Scaled)
 OG0159
 OG0159                          SUPERSEDED SURVEY CONTROL
 OG0159
 OG0159.No superseded survey control is available for this station.
 OG0159
 OG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH640709(NAD 83)
 OG0159_MARKER: DD = SURVEY DISK
 OG0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0159_SP_SET: CONCRETE FOUNDATION
 OG0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0159
 OG0159  HISTORY     - Date     Condition        Report By
 OG0159  HISTORY     - UNK      MONUMENTED       USLS
 OG0159  HISTORY     - 1943     GOOD             USLS
 OG0159  HISTORY     - 1977     GOOD             NGS
 OG0159  HISTORY     - 19951025 GOOD             FA
 OG0159  HISTORY     - 19991127 GOOD             USPSQD
 OG0159
 OG0159                          STATION DESCRIPTION
 OG0159
 OG0159'DESCRIBED BY US LAKE SURVEY 1943
 OG0159'IN NIAGARA FALLS.
 OG0159'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, NEAR THE FOOT OF 68TH
 OG0159'STREET, AT THE LA SALLE YACHT CLUB, 74.7 FEET EAST OF A CYCLONE
 OG0159'FENCE, 32.8 FEET NORTH OF SOUTH FACE OF CONCRETE RETAINING WALL, 25.0
 OG0159'FEET WEST OF SOUTHWEST AND IN LINE WITH SOUTH FACE OF CLUBHOUSE, 1.7
 OG0159'FEET EAST OF FLAGPOLE, ABOUT FLUSH WITH THE GROUND SURFACE, BEING
 OG0159'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OG0159'CONCRETE FLAGPOLE FOUNDATION.
 OG0159
 OG0159                          STATION RECOVERY (1977)
 OG0159
 OG0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0159'RECOVERED IN GOOD CONDITION.
 OG0159
 OG0159                          STATION RECOVERY (1995)
 OG0159
 OG0159'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (RHF)
 OG0159'GOOD.
 OG0159
 OG0159                          STATION RECOVERY (1999)
 OG0159
 OG0159'RECOVERY NOTE BY US POWER SQUADRON 1999
 OG0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0360 ***********************************************************************
 OG0360  DESIGNATION -  906 3013 LA VIA
 OG0360  PID         -  OG0360
 OG0360  STATE/COUNTY-  NY/NIAGARA
 OG0360  USGS QUAD   -  
 OG0360
 OG0360                         *CURRENT SURVEY CONTROL
 OG0360  ___________________________________________________________________
 OG0360* NAD 83(1986)-  43 04 28.     (N)    078 59 09.     (W)     SCALED    
 OG0360* NAVD 88     -       174.958  (meters)     574.01   (feet)  ADJUSTED  
 OG0360  ___________________________________________________________________
 OG0360  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OG0360  DYNAMIC HT  -         174.915 (meters)     573.87  (feet)  COMP
 OG0360  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OG0360
 OG0360  VERT ORDER  -  FIRST     CLASS 0
 OG0360
 OG0360.The horizontal coordinates were scaled from a topographic map and have
 OG0360.an estimated accuracy of +/- 6 seconds.
 OG0360
 OG0360.The orthometric height was determined by differential leveling
 OG0360.and adjusted by the National Geodetic Survey in June 1991..
 OG0360
 OG0360.The geoid height was determined by GEOID03.
 OG0360
 OG0360.The dynamic height is computed by dividing the NAVD 88
 OG0360.geopotential number by the normal gravity value computed on the
 OG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0360.degrees latitude (g = 980.6199 gals.).
 OG0360
 OG0360.The modeled gravity was interpolated from observed gravity values.
 OG0360
 OG0360;                    North         East    Units  Estimated Accuracy
 OG0360;SPC NY W     -   341,520.      317,220.      MT  (+/- 180 meters Scaled)
 OG0360
 OG0360                          SUPERSEDED SURVEY CONTROL
 OG0360
 OG0360.No superseded survey control is available for this station.
 OG0360
 OG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH639710(NAD 83)
 OG0360_MARKER: B = BOLT
 OG0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0360_SP_SET: BUILDING
 OG0360_STAMPING: B.M.
 OG0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0360
 OG0360  HISTORY     - Date     Condition        Report By
 OG0360  HISTORY     - 1973     MONUMENTED       NOS
 OG0360  HISTORY     - 1977     GOOD             NGS
 OG0360  HISTORY     - 19951025 GOOD             FA
 OG0360  HISTORY     - 20010331 GOOD             NGS
 OG0360
 OG0360                          STATION DESCRIPTION
 OG0360
 OG0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0360'IN NIAGARA FALLS.
 OG0360'FROM WATER LEVELS BRANCH DESCRIPTION--IN NIAGARA FALLS, AT THE
 OG0360'SOUTHWEST CORNER OF INTERSECTION OF BUFFALO AVENUE AND 68TH STREET,
 OG0360'2.4 FEET NORTHWEST OF SOUTHEAST CORNER AND IN SOUTH FACE OF A
 OG0360'TWO-STORY BRICK APARTMENT BUILDING AT 6723 68TH STREET, 3.25 FEET
 OG0360'ABOVE THE DRIVEWAY, BEING HORIZONTAL LINE AT CENTER OF A
 OG0360'1/2 X 3/4-INCH RECTANGULAR HEADED BRASS BOLT WITH ROUNDED CORNERS.
 OG0360
 OG0360                          STATION RECOVERY (1995)
 OG0360
 OG0360'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (RHF)
 OG0360'GOOD.
 OG0360
 OG0360                          STATION RECOVERY (2001)
 OG0360
 OG0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0360'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0335 ***********************************************************************
 NC0335  DESIGNATION -  906 3015 BEAVER USLS
 NC0335  PID         -  NC0335
 NC0335  STATE/COUNTY-  NY/ERIE
 NC0335  USGS QUAD   -  BUFFALO NW (1965)
 NC0335
 NC0335                         *CURRENT SURVEY CONTROL
 NC0335  ___________________________________________________________________
 NC0335* NAD 83(1986)-  42 57 30.     (N)    078 56 50.     (W)     SCALED    
 NC0335* NAVD 88     -       173.000  (meters)     567.58   (feet)  ADJUSTED  
 NC0335  ___________________________________________________________________
 NC0335  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 NC0335  DYNAMIC HT  -         172.956 (meters)     567.44  (feet)  COMP
 NC0335  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NC0335
 NC0335  VERT ORDER  -  FIRST     CLASS 0
 NC0335
 NC0335.The horizontal coordinates were scaled from a topographic map and have
 NC0335.an estimated accuracy of +/- 6 seconds.
 NC0335
 NC0335.The orthometric height was determined by differential leveling
 NC0335.and adjusted by the National Geodetic Survey in June 1991..
 NC0335.WARNING-Repeat measurements at this control monument indicate possible
 NC0335.vertical movement.
 NC0335
 NC0335.The geoid height was determined by GEOID03.
 NC0335
 NC0335.The dynamic height is computed by dividing the NAVD 88
 NC0335.geopotential number by the normal gravity value computed on the
 NC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0335.degrees latitude (g = 980.6199 gals.).
 NC0335
 NC0335.The modeled gravity was interpolated from observed gravity values.
 NC0335
 NC0335;                    North         East    Units  Estimated Accuracy
 NC0335;SPC NY W     -   328,610.      320,310.      MT  (+/- 180 meters Scaled)
 NC0335
 NC0335                          SUPERSEDED SURVEY CONTROL
 NC0335
 NC0335  NGVD 29 (??/??/92)  173.171  (m)          568.15   (f) ADJ UNCH    1 0
 NC0335
 NC0335.Superseded values are not recommended for survey control.
 NC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0335.See file dsdata.txt to determine how the superseded data were derived.
 NC0335
 NC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH674582(NAD 83)
 NC0335_MARKER: Z = SEE DESCRIPTION
 NC0335_SETTING: 0 = UNSPECIFIED SETTING
 NC0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0335
 NC0335  HISTORY     - Date     Condition        Report By
 NC0335  HISTORY     - UNK      MONUMENTED       USLS
 NC0335  HISTORY     - 1970     GOOD             USLS
 NC0335  HISTORY     - 1977     GOOD             NGS
 NC0335
 NC0335                          STATION DESCRIPTION
 NC0335
 NC0335'DESCRIBED BY US LAKE SURVEY 1970
 NC0335'IN GRAND ISLAND.
 NC0335'IS AT GRAND ISLAND, ERIE COUNTY, NEW YORK, IN BEAVER STATE PARK,
 NC0335'APPROXIMATELY 3-1/2 MILES SOUTH OF SOUTH GRAND ISLAND BRIDGE, ABOUT
 NC0335'0.4 MILE WEST OF ADMINISTRATION BUILDING, NEAR OLD PUMPING STATION,
 NC0335'33.1 FEET NORTH OF NORTHWEST CORNER AND IN LINE WITH WEST FACE OF
 NC0335'STATION, 32.8 FEET NORTHEAST OF 20-INCH WILLOW, 24.6 FEET EAST OF
 NC0335'EASTERLY CORNER OF BAR B-Q PIT, 1/2 FOOT BELOW THE GROUND SURFACE,
 NC0335'BEING HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 8
 NC0335'FEET LONG.
 NC0335
 NC0335                          STATION RECOVERY (1977)
 NC0335
 NC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0335'FROM THE JUNCTION OF STATE HIGHWAYS S356, 265 AND 266 IN TONAWANDA
 NC0335'GO SOUTH ALONG STATE HIGHWAY 266 FOR 3.2 MILES TO THE JUNCTION OF
 NC0335'STATE HIGHWAY 324, THENCE LEFT ON STATE HIGHWAY 324 WEST FOR 0.3
 NC0335'MILE TO A TOLL BOOTH FOR INTERSTATE HIGHWAY 190, CONTINUE AHEAD
 NC0335'ON I 190 FOR 1.0 MILE TO THE EXIT RAMP FOR BEAVER ISLAND PARK, FOLLOW
 NC0335'EXIT RAMP FOR 0.2 MILE TO THE JUNCTION OF SOUTH STATE PARKWAY, THENCE
 NC0335'2.8 MILES SOUTH ALONG PARKWAY TO A TRAFFIC CIRCLE, CONTINUE AHEAD
 NC0335'0.1 MILE TO ENTRANCE TO PARK, CONTINUE AHEAD 1.0 MILE SOUTHWESTERLY
 NC0335'ALONG PARK ROAD TO ADMINISTRATION BUILDING, CONTINUE 0.3 MILE ALONG
 NC0335'PARK ROAD TO PICNIC AREA ON RIGHT, THENCE ABOUT 200 FEET ACROSS PICNIC
 NC0335'AREA LAWN TO AN ABANDONED PUMPHOUSE, 33.2 FEET EAST OF THE NORTHEAST
 NC0335'CORNER OF PUMPHOUSE, 46 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 NC0335'PUMPHOUSE, 22 FEET EAST OF A 20-INCH WILLOW TREE, AND HIGHEST POINT
 NC0335'ON TOP OF A 5/8 INCH COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0681 ***********************************************************************
 NC0681  DESIGNATION -  906 3015 GRAPE
 NC0681  PID         -  NC0681
 NC0681  STATE/COUNTY-  NY/ERIE
 NC0681  USGS QUAD   -  BUFFALO NW (1965)
 NC0681
 NC0681                         *CURRENT SURVEY CONTROL
 NC0681  ___________________________________________________________________
 NC0681* NAD 83(1986)-  42 57 30.     (N)    078 56 50.     (W)     SCALED    
 NC0681* NAVD 88     -       172.974  (meters)     567.50   (feet)  ADJUSTED  
 NC0681  ___________________________________________________________________
 NC0681  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 NC0681  DYNAMIC HT  -         172.930 (meters)     567.35  (feet)  COMP
 NC0681  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NC0681
 NC0681  VERT ORDER  -  FIRST     CLASS 0
 NC0681
 NC0681.The horizontal coordinates were scaled from a topographic map and have
 NC0681.an estimated accuracy of +/- 6 seconds.
 NC0681
 NC0681.The orthometric height was determined by differential leveling
 NC0681.and adjusted by the National Geodetic Survey in June 1991..
 NC0681
 NC0681.The geoid height was determined by GEOID03.
 NC0681
 NC0681.The dynamic height is computed by dividing the NAVD 88
 NC0681.geopotential number by the normal gravity value computed on the
 NC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0681.degrees latitude (g = 980.6199 gals.).
 NC0681
 NC0681.The modeled gravity was interpolated from observed gravity values.
 NC0681
 NC0681;                    North         East    Units  Estimated Accuracy
 NC0681;SPC NY W     -   328,610.      320,310.      MT  (+/- 180 meters Scaled)
 NC0681
 NC0681                          SUPERSEDED SURVEY CONTROL
 NC0681
 NC0681  NGVD 29 (??/??/92)  173.145  (m)          568.06   (f) ADJ UNCH    1 0
 NC0681
 NC0681.Superseded values are not recommended for survey control.
 NC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0681.See file dsdata.txt to determine how the superseded data were derived.
 NC0681
 NC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH674582(NAD 83)
 NC0681_MARKER: Z = SEE DESCRIPTION
 NC0681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NC0681+WITH SETTING: INFORMATION.
 NC0681_SP_SET: SHALLOW SET METAL ROD
 NC0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0681
 NC0681  HISTORY     - Date     Condition        Report By
 NC0681  HISTORY     - 1976     MONUMENTED       NOS
 NC0681  HISTORY     - 1977     GOOD             NGS
 NC0681  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NC0681
 NC0681                          STATION DESCRIPTION
 NC0681
 NC0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0681'8.9 MI SOUTH FROM TONAWANDA.
 NC0681'FROM THE JUNCTION OF STATE HIGHWAYS S356, 265 AND 266 IN TONAWANDA
 NC0681'GO SOUTH ALONG STATE HIGHWAY 266 FOR 3.2 MILES TO THE JUNCTION OF
 NC0681'STATE HIGHWAY 324, THENCE LEFT ON STATE HIGHWAY 324 WEST FOR 0.3
 NC0681'MILE TO A TOLL BOOTH FOR INTERSTATE HIGHWAY 190, CONTINUE AHEAD
 NC0681'ON I 190 FOR 1.0 MILE TO THE EXIT FOR BEAVER ISLAND PARK, FOLLOW
 NC0681'EXIT RAMP FOR 0.2 MILE TO THE JUNCTION OF SOUTH STATE PARKWAY, THENCE
 NC0681'2.8 MILES SOUTH ALONG PARKWAY TO A TRAFFIC CIRCLE, CONTINUE AHEAD
 NC0681'0.1 MILE TO ENTRANCE TO PARK, CONTINUE AHEAD 1.0 MILE SOUTHWESTERLY
 NC0681'ALONG PARK ROAD TO ADMINISTRATION BUILDING, CONTINUE 0.3 MILE ALONG
 NC0681'PARK ROAD TO PICNIC AREA ON RIGHT, THENCE ABOUT 200 FEET SOUTH ACROSS
 NC0681'PICNIC AREA LAWN TO AN ABANDONED BRICK PUMPHOUSE, 1.4 FOOT EAST AND
 NC0681'IN LINE WITH NORTHEAST CORNER OF PUMPHOUSE, 12.5 FEET NORTHEAST OF THE
 NC0681'SOUTHWEST CORNER OF PUMPHOUSE, AND HIGHEST POINT BEING THE TOP OF A
 NC0681'5/8 INCH COPPER-COATED STEEL ROD.
 NC0681
 NC0681                          STATION RECOVERY (1995)
 NC0681
 NC0681'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0334 ***********************************************************************
 NC0334  DESIGNATION -  906 3015 LAWN USLS
 NC0334  PID         -  NC0334
 NC0334  STATE/COUNTY-  NY/ERIE
 NC0334  USGS QUAD   -  BUFFALO NW (1965)
 NC0334
 NC0334                         *CURRENT SURVEY CONTROL
 NC0334  ___________________________________________________________________
 NC0334* NAD 83(1986)-  42 57 30.     (N)    078 56 50.     (W)     SCALED    
 NC0334* NAVD 88     -       173.069  (meters)     567.81   (feet)  ADJUSTED  
 NC0334  ___________________________________________________________________
 NC0334  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 NC0334  DYNAMIC HT  -         173.024 (meters)     567.66  (feet)  COMP
 NC0334  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NC0334
 NC0334  VERT ORDER  -  FIRST     CLASS 0
 NC0334
 NC0334.The horizontal coordinates were scaled from a topographic map and have
 NC0334.an estimated accuracy of +/- 6 seconds.
 NC0334
 NC0334.The orthometric height was determined by differential leveling
 NC0334.and adjusted by the National Geodetic Survey in June 1991..
 NC0334.WARNING-Repeat measurements at this control monument indicate possible
 NC0334.vertical movement.
 NC0334
 NC0334.The geoid height was determined by GEOID03.
 NC0334
 NC0334.The dynamic height is computed by dividing the NAVD 88
 NC0334.geopotential number by the normal gravity value computed on the
 NC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0334.degrees latitude (g = 980.6199 gals.).
 NC0334
 NC0334.The modeled gravity was interpolated from observed gravity values.
 NC0334
 NC0334;                    North         East    Units  Estimated Accuracy
 NC0334;SPC NY W     -   328,610.      320,310.      MT  (+/- 180 meters Scaled)
 NC0334
 NC0334                          SUPERSEDED SURVEY CONTROL
 NC0334
 NC0334  NGVD 29 (??/??/92)  173.240  (m)          568.37   (f) ADJ UNCH    1 0
 NC0334
 NC0334.Superseded values are not recommended for survey control.
 NC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0334.See file dsdata.txt to determine how the superseded data were derived.
 NC0334
 NC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH674582(NAD 83)
 NC0334_MARKER: Q = CHISELED SQUARE
 NC0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0334_SP_SET: CONCRETE SLAB
 NC0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0334
 NC0334  HISTORY     - Date     Condition        Report By
 NC0334  HISTORY     - UNK      MONUMENTED       USLS
 NC0334  HISTORY     - 1970     GOOD             USLS
 NC0334  HISTORY     - 1977     GOOD             NGS
 NC0334
 NC0334                          STATION DESCRIPTION
 NC0334
 NC0334'DESCRIBED BY US LAKE SURVEY 1970
 NC0334'IN GRAND ISLAND.
 NC0334'IS AT GRAND ISLAND, ERIE COUNTY, NEW YORK, IN BEAVER STATE PARK,
 NC0334'APPROXIMATELY 3-1/2 MILES SOUTH OF SOUTH GRAND ISLAND BRIDGE, ABOUT
 NC0334'0.4 MILES WEST OF ADMINISTRATION BUILDING, NEAR OLD PUMPING STATION,
 NC0334'208.2 FEET WEST OF CHISLED SQUARE (B.M ROCK) IN NORTHEAST END OF A
 NC0334'LARGE ROCK LOCATED IN FRONT OF PUMPHOUSE, 1.0 FEET NORTHERLY OF A
 NC0334'VERTICAL I-BEAM, BEING HIGHEST POINT IN A SQUARE CHISELED AT THE
 NC0334'SOUTHWEST CORNER OF CONCRETE SLAB CONTAINING A SQUARE MANHOLE.
 NC0334
 NC0334                          STATION RECOVERY (1977)
 NC0334
 NC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0334'FROM THE JUNCTION OF STATE HIGHWAYS S356, 265, AND 266 IN TONAWANDA
 NC0334'GO SOUTH ALONG STATE HIGHWAY 266 FOR 3.2 MILES TO THE JUNCTION OF
 NC0334'STATE HIGHWAY 324, THENCE LEFT ON STATE HIGHWAY 324 WEST FOR 0.3
 NC0334'MILE TO THE TOLL BOOTH FOR INTERSTATE HIGHWAY 190, CONTINUE AHEAD
 NC0334'ON I 190 FOR 1.0 MILE TO THE EXIT FOR BEAVER ISLAND PARK, FOLLOW
 NC0334'EXIT RAMP FOR 0.2 MILE TO THE JUNCTION OF SOUTH STATE PARKWAY, THENCE
 NC0334'2.8 MILES SOUTH ALONG PARKWAY TO A TRAFFIC CIRCLE, CONTINUE AHEAD FOR
 NC0334'0.1 TO ENTRANCE TO PARK, CONTINUE AHEAD 1.0 MILE SOUTHWESTERLY ALONG
 NC0334'PARK ROAD TO ADMINISTRATION BUILDING, CONTINUE 0.3 MILE ALONG PARK
 NC0334'ROAD TO PICNIC AREA ON RIGHT, 105.4 FEET SOUTHEAST OF THE CENTERLINE
 NC0334'OF A DRIVEWAY, 169.6 FEET SOUTHWEST OF THE CENTERLINE OF PARK ROAD
 NC0334'AND THE HIGHEST POINT BEING IN A CHISELED SQUARE ON THE SOUTHWEST
 NC0334'CORNER OF A CONCRETE SLAB SUPPORTING A SQUARE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0333 ***********************************************************************
 NC0333  DESIGNATION -  906 3015 ROCK USLS
 NC0333  PID         -  NC0333
 NC0333  STATE/COUNTY-  NY/ERIE
 NC0333  USGS QUAD   -  BUFFALO NW (1965)
 NC0333
 NC0333                         *CURRENT SURVEY CONTROL
 NC0333  ___________________________________________________________________
 NC0333* NAD 83(1986)-  42 57 30.     (N)    078 56 50.     (W)     SCALED    
 NC0333* NAVD 88     -       173.145  (meters)     568.06   (feet)  ADJUSTED  
 NC0333  ___________________________________________________________________
 NC0333  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 NC0333  DYNAMIC HT  -         173.101 (meters)     567.92  (feet)  COMP
 NC0333  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NC0333
 NC0333  VERT ORDER  -  FIRST     CLASS 0
 NC0333
 NC0333.The horizontal coordinates were scaled from a topographic map and have
 NC0333.an estimated accuracy of +/- 6 seconds.
 NC0333
 NC0333.The orthometric height was determined by differential leveling
 NC0333.and adjusted by the National Geodetic Survey in June 1991..
 NC0333
 NC0333.The geoid height was determined by GEOID03.
 NC0333
 NC0333.The dynamic height is computed by dividing the NAVD 88
 NC0333.geopotential number by the normal gravity value computed on the
 NC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0333.degrees latitude (g = 980.6199 gals.).
 NC0333
 NC0333.The modeled gravity was interpolated from observed gravity values.
 NC0333
 NC0333;                    North         East    Units  Estimated Accuracy
 NC0333;SPC NY W     -   328,610.      320,310.      MT  (+/- 180 meters Scaled)
 NC0333
 NC0333                          SUPERSEDED SURVEY CONTROL
 NC0333
 NC0333  NGVD 29 (??/??/92)  173.316  (m)          568.62   (f) ADJ UNCH    1 0
 NC0333
 NC0333.Superseded values are not recommended for survey control.
 NC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0333.See file dsdata.txt to determine how the superseded data were derived.
 NC0333
 NC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH674582(NAD 83)
 NC0333_MARKER: Q = CHISELED SQUARE
 NC0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0333_SP_SET: DOORSTEP
 NC0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0333
 NC0333  HISTORY     - Date     Condition        Report By
 NC0333  HISTORY     - UNK      MONUMENTED       USLS
 NC0333  HISTORY     - 1970     GOOD             USLS
 NC0333  HISTORY     - 1977     GOOD             NGS
 NC0333
 NC0333                          STATION DESCRIPTION
 NC0333
 NC0333'DESCRIBED BY US LAKE SURVEY 1970
 NC0333'IN GRAND ISLAND.
 NC0333'IS AT GRAND ISLAND, ERIE COUNTY, NEW YORK, IN BEAVER STATE PARK,
 NC0333'APPROXIMATELY 3-1/2 MILES SOUTH OF SOUTH GRAND ISLAND BRIDGE, ABOUT
 NC0333'0.4 MILES WEST OF ADMINISTRATION BUILDING, ON SOUTH SIDE OF OLD
 NC0333'PUMPING STATION, 11.8 FEET WEST OF CHISELED SQUARE (B.M. STEP) IN PUMP
 NC0333'HOUSE DOOORSTEP, 3.8 FEET SOUTHEAST OF SOUTHWEST CORNER OF PUMPHOUSE,
 NC0333'BEING HIGHEST POINT IN A SQUARE CHISELED AT WEST END OF A LARGE ROCK.
 NC0333
 NC0333                          STATION RECOVERY (1977)
 NC0333
 NC0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0333'FROM THE JUNCTION OF STATE HIGHWAYS S356, 265 AND 266 IN TONAWANDA
 NC0333'GO SOUTH ALONG STATE HIGHWAY 266 FOR 3.2 MILES TO THE JUNCTION OF
 NC0333'STATE HIGHWAY 324, THENCE LEFT ON STATE HIGHWAY 324 WEST FOR 0.3
 NC0333'MILE TO A TOLL BOOTH FOR INTERSTATE HIGHWAY 190, CONTINUE AHEAD
 NC0333'ON I 190 FOR 1.0 MILE TO THE EXIT FOR BEAVER ISLAND PARK, FOLLOW
 NC0333'EXIT RAMP FOR 0.2 MILE TO THE JUNCTION OF SOUTH STATE PARKWAY, THENCE
 NC0333'2.8 MILE SOUTH ALONG PARKWAY TO A TRAFFIC CIRCLE, CONTINUE AHEAD
 NC0333'0.1 MILE TO ENTRANCE TO PARK, CONTINUE AHEAD 1.0 MILE SOUTHWESTERLY
 NC0333'ALONG PARK ROAD TO ADMINISTRATION BUILDING, CONTINUE 0.3 MILE ALONG
 NC0333'PARK ROAD TO PICNIC AREA ON RIGHT, THENCE ABOUT 200 FEET SOUTH ACROSS
 NC0333'PICNIC AREA LAWN TO AN ABANDONED BRICK PUMPHOUSE, ON THE WEST SIDE
 NC0333'OF THE PUMPHOUSE, 4.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 NC0333'BUILDING, 2.9 FEET WEST OF THE WEST FACE OF THE PUMPHOUSE, AND THE
 NC0333'HIGHEST BEING ON TOP OF THE END OF A ROD EMBEDDED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0688 ***********************************************************************
 NC0688  DESIGNATION -  906 3016 HUM
 NC0688  PID         -  NC0688
 NC0688  STATE/COUNTY-  NY/ERIE
 NC0688  USGS QUAD   -  BUFFALO NW (1965)
 NC0688
 NC0688                         *CURRENT SURVEY CONTROL
 NC0688  ___________________________________________________________________
 NC0688* NAD 83(1986)-  42 58 07.     (N)    078 55 51.     (W)     SCALED    
 NC0688* NAVD 88     -       174.799  (meters)     573.49   (feet)  ADJUSTED  
 NC0688  ___________________________________________________________________
 NC0688  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 NC0688  DYNAMIC HT  -         174.754 (meters)     573.34  (feet)  COMP
 NC0688  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 NC0688
 NC0688  VERT ORDER  -  FIRST     CLASS 0
 NC0688
 NC0688.The horizontal coordinates were scaled from a topographic map and have
 NC0688.an estimated accuracy of +/- 6 seconds.
 NC0688
 NC0688.The orthometric height was determined by differential leveling
 NC0688.and adjusted by the National Geodetic Survey in June 1991..
 NC0688
 NC0688.The geoid height was determined by GEOID03.
 NC0688
 NC0688.The dynamic height is computed by dividing the NAVD 88
 NC0688.geopotential number by the normal gravity value computed on the
 NC0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0688.degrees latitude (g = 980.6199 gals.).
 NC0688
 NC0688.The modeled gravity was interpolated from observed gravity values.
 NC0688
 NC0688;                    North         East    Units  Estimated Accuracy
 NC0688;SPC NY W     -   329,740.      321,650.      MT  (+/- 180 meters Scaled)
 NC0688
 NC0688                          SUPERSEDED SURVEY CONTROL
 NC0688
 NC0688  NGVD 29 (??/??/92)  174.971  (m)          574.05   (f) ADJ UNCH    1 0
 NC0688
 NC0688.Superseded values are not recommended for survey control.
 NC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0688.See file dsdata.txt to determine how the superseded data were derived.
 NC0688
 NC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH687594(NAD 83)
 NC0688_MARKER: Z = SEE DESCRIPTION
 NC0688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0688_SP_SET: COPPER-CLAD STEEL ROD
 NC0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0688
 NC0688  HISTORY     - Date     Condition        Report By
 NC0688  HISTORY     - 1972     MONUMENTED       NOS
 NC0688  HISTORY     - 1977     GOOD             NGS
 NC0688
 NC0688                          STATION DESCRIPTION
 NC0688
 NC0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0688'IN TONAWANDA.
 NC0688'FROM WATER LEVELS BRANCH DESCRIPTION--IN TONAWANDA, 5.1 MILES
 NC0688'SOUTHWEST OF MAIN STREET BRIDGE OVER THE NEW YORK STATE BARGE CANAL IN
 NC0688'TONAWANDA, ON THE PROPERTY OF THE NIAGARA-MOHAWK POWER CORPORATION,
 NC0688'HUNTLEY STATION, 56.6 FEET NORTH OF NORTHWEST CORNER OF TRACTOR
 NC0688'GARAGE, 43.4 FEET NORTHWEST OF NORTHEAST CORNER OF GARAGE, 6.4 FEET
 NC0688'NORTHEAST OF A 6-INCH MAPLE (THE 7TH TREE FROM NORTH END OF A ROW OF
 NC0688'TREES), 1.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF DUNLOP POWERHOUSE,
 NC0688'0.5 FOOT BELOW GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A
 NC0688'5/8-INCH DIAMETER COPPER-COATED ROD, 25 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0302 ***********************************************************************
 NC0302  DESIGNATION -  906 3016 HUNTLEY USLS
 NC0302  PID         -  NC0302
 NC0302  STATE/COUNTY-  NY/ERIE
 NC0302  USGS QUAD   -  BUFFALO NW (1965)
 NC0302
 NC0302                         *CURRENT SURVEY CONTROL
 NC0302  ___________________________________________________________________
 NC0302* NAD 83(1986)-  42 58 18.     (N)    078 56 03.     (W)     SCALED    
 NC0302* NAVD 88     -       174.832  (meters)     573.59   (feet)  ADJUSTED  
 NC0302  ___________________________________________________________________
 NC0302  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 NC0302  DYNAMIC HT  -         174.788 (meters)     573.45  (feet)  COMP
 NC0302  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 NC0302
 NC0302  VERT ORDER  -  FIRST     CLASS 0
 NC0302
 NC0302.The horizontal coordinates were scaled from a topographic map and have
 NC0302.an estimated accuracy of +/- 6 seconds.
 NC0302
 NC0302.The orthometric height was determined by differential leveling
 NC0302.and adjusted by the National Geodetic Survey in June 1991..
 NC0302.WARNING-Repeat measurements at this control monument indicate possible
 NC0302.vertical movement.
 NC0302
 NC0302.The geoid height was determined by GEOID03.
 NC0302
 NC0302.The dynamic height is computed by dividing the NAVD 88
 NC0302.geopotential number by the normal gravity value computed on the
 NC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0302.degrees latitude (g = 980.6199 gals.).
 NC0302
 NC0302.The modeled gravity was interpolated from observed gravity values.
 NC0302
 NC0302;                    North         East    Units  Estimated Accuracy
 NC0302;SPC NY W     -   330,080.      321,380.      MT  (+/- 180 meters Scaled)
 NC0302
 NC0302                          SUPERSEDED SURVEY CONTROL
 NC0302
 NC0302  NGVD 29 (??/??/92)  175.004  (m)          574.16   (f) ADJ UNCH    1 0
 NC0302
 NC0302.Superseded values are not recommended for survey control.
 NC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0302.See file dsdata.txt to determine how the superseded data were derived.
 NC0302
 NC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH684597(NAD 83)
 NC0302_MARKER: Z = SEE DESCRIPTION
 NC0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0302_SP_SET: CAST IRON MANHOLE
 NC0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0302
 NC0302  HISTORY     - Date     Condition        Report By
 NC0302  HISTORY     - UNK      MONUMENTED       USLS
 NC0302  HISTORY     - 1970     GOOD             USLS
 NC0302  HISTORY     - 1977     GOOD             NGS
 NC0302
 NC0302                          STATION DESCRIPTION
 NC0302
 NC0302'DESCRIBED BY US LAKE SURVEY 1970
 NC0302'5.1 MI SW FROM TONAWANDA.
 NC0302'IS IN TONAWANDA TOWNSHIP, ERIE COUNTY, NEW YORK 5.1 MILES SOUTHWEST OF
 NC0302'THE MAIN STREET BRIDGE OVER THE NEW YORK STATE BARGE CANAL IN
 NC0302'TONAWANDA, ON THE PROPERTY OF THE NIAGARA-MOHAWK POWER CORPORATION,
 NC0302'HUNTLEY STATION, JUST SOUTHEASTERLY OF THE NORTHWESTERLY RED BRICK
 NC0302'CHLORIDE BUILDING, 46.2 FEET WEST OF SOUTH CORNER AND 41.5 FEET
 NC0302'SOUTHERLY OF THE WEST CORNER OF THE BUILDING, 3.6 FEET EAST OF MOST
 NC0302'WESTERLY CORNER POST IN CYCLONE FENCE, ABOUT FLUSH WITH THE GROUND
 NC0302'SURFACE, BEING HIGHEST POINT BETWEEN TWO CHISELED LINES ON TOP OF THE
 NC0302'RIM OF A 3-FOOT DIAMETER CAST IRON MANHOLE.
 NC0302
 NC0302                          STATION RECOVERY (1977)
 NC0302
 NC0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0299 ***********************************************************************
 NC0299  DESIGNATION -  906 3016 N 15 USLS
 NC0299  PID         -  NC0299
 NC0299  STATE/COUNTY-  NY/ERIE
 NC0299  USGS QUAD   -  BUFFALO NW (1965)
 NC0299
 NC0299                         *CURRENT SURVEY CONTROL
 NC0299  ___________________________________________________________________
 NC0299* NAD 83(1986)-  42 58 21.     (N)    078 55 46.     (W)     SCALED    
 NC0299* NAVD 88     -       175.471  (meters)     575.69   (feet)  ADJUSTED  
 NC0299  ___________________________________________________________________
 NC0299  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 NC0299  DYNAMIC HT  -         175.426 (meters)     575.54  (feet)  COMP
 NC0299  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 NC0299
 NC0299  VERT ORDER  -  FIRST     CLASS 0
 NC0299
 NC0299.The horizontal coordinates were scaled from a topographic map and have
 NC0299.an estimated accuracy of +/- 6 seconds.
 NC0299
 NC0299.The orthometric height was determined by differential leveling
 NC0299.and adjusted by the National Geodetic Survey in June 1991..
 NC0299
 NC0299.The geoid height was determined by GEOID03.
 NC0299
 NC0299.The dynamic height is computed by dividing the NAVD 88
 NC0299.geopotential number by the normal gravity value computed on the
 NC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0299.degrees latitude (g = 980.6199 gals.).
 NC0299
 NC0299.The modeled gravity was interpolated from observed gravity values.
 NC0299
 NC0299;                    North         East    Units  Estimated Accuracy
 NC0299;SPC NY W     -   330,170.      321,770.      MT  (+/- 180 meters Scaled)
 NC0299
 NC0299                          SUPERSEDED SURVEY CONTROL
 NC0299
 NC0299  NGVD 29 (??/??/92)  175.642  (m)          576.25   (f) ADJ UNCH    1 0
 NC0299
 NC0299.Superseded values are not recommended for survey control.
 NC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0299.See file dsdata.txt to determine how the superseded data were derived.
 NC0299
 NC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH688598(NAD 83)
 NC0299_MARKER: Z = SEE DESCRIPTION
 NC0299_SETTING: 0 = UNSPECIFIED SETTING
 NC0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0299+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2001
 NC0299
 NC0299  HISTORY     - Date     Condition        Report By
 NC0299  HISTORY     - 1931     MONUMENTED       USLS
 NC0299  HISTORY     - 1970     GOOD             USLS
 NC0299  HISTORY     - 1977     GOOD             NGS
 NC0299  HISTORY     - 20010119 GOOD             LOCSUR
 NC0299
 NC0299                          STATION DESCRIPTION
 NC0299
 NC0299'DESCRIBED BY US LAKE SURVEY 1970
 NC0299'1.4 MI N FROM BUFFALO.
 NC0299'IS IN TONAWANDA TOWNSHIP, ERIE COUNTY, NEW YORK, 1.4 MILES NORTH OF
 NC0299'BUFFALO CITY LIMITS, JUST NORTH OF C. R. HUNTLEY STATION OF NIAGARA
 NC0299'MOHAWK POWER CORPORATION, 197 FEET WESTERLY OF CENTERLINE OF NIAGARA
 NC0299'STREET , 86 FEET SOUTH OF EXTENDED CENTERLINE OF SAWYER AVENUE, ON
 NC0299'CENTER TRANSMISSION TOWER OF SET OF THREE, ON CONCRETE FOOTING OF
 NC0299'NORTHWEST LEG OF THE TOWER WHICH IS MARKED NM LINE 12 TOWER 102, 0.5
 NC0299'FOOT FROM WEST FACE AND 0.4 FOOT FROM NORTH FACE, 1-1/2 FEET ABOVE THE
 NC0299'GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 NC0299'DISC SET INTO THE CONCRETE.
 NC0299
 NC0299                          STATION RECOVERY (1977)
 NC0299
 NC0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0299'RECOVERED IN GOOD CONDITION.
 NC0299
 NC0299                          STATION RECOVERY (2001)
 NC0299
 NC0299'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DFS)
 NC0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0301 ***********************************************************************
 NC0301  DESIGNATION -  906 3016 RIM USLS
 NC0301  PID         -  NC0301
 NC0301  STATE/COUNTY-  NY/ERIE
 NC0301  USGS QUAD   -  BUFFALO NW (1965)
 NC0301
 NC0301                         *CURRENT SURVEY CONTROL
 NC0301  ___________________________________________________________________
 NC0301* NAD 83(1986)-  42 58 18.     (N)    078 56 03.     (W)     SCALED    
 NC0301* NAVD 88     -       174.688  (meters)     573.12   (feet)  ADJUSTED  
 NC0301  ___________________________________________________________________
 NC0301  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 NC0301  DYNAMIC HT  -         174.643 (meters)     572.97  (feet)  COMP
 NC0301  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 NC0301
 NC0301  VERT ORDER  -  FIRST     CLASS 0
 NC0301
 NC0301.The horizontal coordinates were scaled from a topographic map and have
 NC0301.an estimated accuracy of +/- 6 seconds.
 NC0301
 NC0301.The orthometric height was determined by differential leveling
 NC0301.and adjusted by the National Geodetic Survey in June 1991..
 NC0301
 NC0301.The geoid height was determined by GEOID03.
 NC0301
 NC0301.The dynamic height is computed by dividing the NAVD 88
 NC0301.geopotential number by the normal gravity value computed on the
 NC0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0301.degrees latitude (g = 980.6199 gals.).
 NC0301
 NC0301.The modeled gravity was interpolated from observed gravity values.
 NC0301
 NC0301;                    North         East    Units  Estimated Accuracy
 NC0301;SPC NY W     -   330,080.      321,380.      MT  (+/- 180 meters Scaled)
 NC0301
 NC0301                          SUPERSEDED SURVEY CONTROL
 NC0301
 NC0301  NGVD 29 (??/??/92)  174.860  (m)          573.69   (f) ADJ UNCH    1 0
 NC0301
 NC0301.Superseded values are not recommended for survey control.
 NC0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0301.See file dsdata.txt to determine how the superseded data were derived.
 NC0301
 NC0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH684597(NAD 83)
 NC0301_MARKER: Z = SEE DESCRIPTION
 NC0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0301_SP_SET: CAST IRON MANHOLE
 NC0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0301
 NC0301  HISTORY     - Date     Condition        Report By
 NC0301  HISTORY     - UNK      MONUMENTED       USLS
 NC0301  HISTORY     - 1970     GOOD             USLS
 NC0301  HISTORY     - 1977     GOOD             NGS
 NC0301
 NC0301                          STATION DESCRIPTION
 NC0301
 NC0301'DESCRIBED BY US LAKE SURVEY 1970
 NC0301'5.1 MI SW FROM TONAWANDA.
 NC0301'IS IN TONAWANDA TOWNSHIP, ERIE COUNTY, NEW YORK, 5.1 MILES SOUTHWEST
 NC0301'OF THE MAIN STREET BRIDGE OVER THE NEW YORK STATE BARGE CANAL IN
 NC0301'TONAWANDA, ON THE PROPERTY OF THE NIAGARA-MOHAWK POWER CORPORATION,
 NC0301'HUNTLEY STATION JUST SOUTHEASTERLY OF THE NORTHWESTERLY RED BRICK
 NC0301'CHLORIDE BUILDING, 50.0 FEET NORTH OF MOST SOUTHERLY CORNER POST OF A
 NC0301'CYCLONE FENCE, 45.8 FEET EAST OF THE MOST WESTERLY FENCE CORNER POST,
 NC0301'5.8 FEET WEST OF SOUTH CORNER AND 1.6 FEET SOUTHWEST OF SOUTHWEST FACE
 NC0301'OF NORTHWESTERLY RED BRICK BUILDING, ABOUT FLUSH WITH THE GROUND
 NC0301'SURFACE, BEING HIGHEST POINT BETWEEN TWO CHISELED LINES ON TOP OF THE
 NC0301'RIM OF A 3-FOOT DIAMETER CAST IRON MANHOLE.
 NC0301
 NC0301                          STATION RECOVERY (1977)
 NC0301
 NC0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0689 ***********************************************************************
 NC0689  DESIGNATION -  906 3016 TRACT
 NC0689  PID         -  NC0689
 NC0689  STATE/COUNTY-  NY/ERIE
 NC0689  USGS QUAD   -  BUFFALO NW (1965)
 NC0689
 NC0689                         *CURRENT SURVEY CONTROL
 NC0689  ___________________________________________________________________
 NC0689* NAD 83(1986)-  42 58 06.     (N)    078 55 50.     (W)     SCALED    
 NC0689* NAVD 88     -       174.378  (meters)     572.11   (feet)  ADJUSTED  
 NC0689  ___________________________________________________________________
 NC0689  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 NC0689  DYNAMIC HT  -         174.333 (meters)     571.96  (feet)  COMP
 NC0689  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 NC0689
 NC0689  VERT ORDER  -  FIRST     CLASS 0
 NC0689
 NC0689.The horizontal coordinates were scaled from a topographic map and have
 NC0689.an estimated accuracy of +/- 6 seconds.
 NC0689
 NC0689.The orthometric height was determined by differential leveling
 NC0689.and adjusted by the National Geodetic Survey in June 1991..
 NC0689
 NC0689.The geoid height was determined by GEOID03.
 NC0689
 NC0689.The dynamic height is computed by dividing the NAVD 88
 NC0689.geopotential number by the normal gravity value computed on the
 NC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0689.degrees latitude (g = 980.6199 gals.).
 NC0689
 NC0689.The modeled gravity was interpolated from observed gravity values.
 NC0689
 NC0689;                    North         East    Units  Estimated Accuracy
 NC0689;SPC NY W     -   329,710.      321,670.      MT  (+/- 180 meters Scaled)
 NC0689
 NC0689                          SUPERSEDED SURVEY CONTROL
 NC0689
 NC0689  NGVD 29 (??/??/92)  174.550  (m)          572.67   (f) ADJ UNCH    1 0
 NC0689
 NC0689.Superseded values are not recommended for survey control.
 NC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0689.See file dsdata.txt to determine how the superseded data were derived.
 NC0689
 NC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH687593(NAD 83)
 NC0689_MARKER: Z = SEE DESCRIPTION
 NC0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0689_SP_SET: COPPER-CLAD STEEL ROD
 NC0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0689
 NC0689  HISTORY     - Date     Condition        Report By
 NC0689  HISTORY     - 1972     MONUMENTED       NOS
 NC0689  HISTORY     - 1977     GOOD             NGS
 NC0689
 NC0689                          STATION DESCRIPTION
 NC0689
 NC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0689'IN TONAWANDA.
 NC0689'FROM WATER LEVELS BRANCH DESCRIPTION--IN TONAWANDA, 5.1 MILES
 NC0689'SOUTHWEST OF THE MAIN STREET BRIDGE OVER THE NEW YORK STATE BARGE
 NC0689'CANAL IN TONAWANDA, ON THE PROPERTY OF THE NIAGARA-MOHAWK POWER
 NC0689'CORPORATION, HUNTLEY STATION, 35.5 FEET WESTERLY OF NORTHEAST CORNER
 NC0689'AND 28.2 FEET NORTH OF NORTHWEST CORNER OF CONVEYOR BUILDING, 18.5
 NC0689'FEET NORTHEAST OF CYCLONE FENCE CORNER POST NORTHEAST OF GAGE, 2.0
 NC0689'FEET SOUTHWEST OF SOUTHWEST CORNER AND IN LINE WITH SOUTHEAST FACE OF
 NC0689'TRACTOR GARAGE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 NC0689'COPPER-COATED STEEL ROD, 15 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0687 ***********************************************************************
 NC0687  DESIGNATION -  906 3016 YELLOW USLS
 NC0687  PID         -  NC0687
 NC0687  STATE/COUNTY-  NY/ERIE
 NC0687  USGS QUAD   -  BUFFALO NW (1965)
 NC0687
 NC0687                         *CURRENT SURVEY CONTROL
 NC0687  ___________________________________________________________________
 NC0687* NAD 83(1986)-  42 58 09.     (N)    078 55 53.     (W)     SCALED    
 NC0687* NAVD 88     -       174.886  (meters)     573.77   (feet)  ADJUSTED  
 NC0687  ___________________________________________________________________
 NC0687  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 NC0687  DYNAMIC HT  -         174.841 (meters)     573.62  (feet)  COMP
 NC0687  MODELED GRAV-     980,360.6   (mgal)                       NAVD 88
 NC0687
 NC0687  VERT ORDER  -  FIRST     CLASS 0
 NC0687
 NC0687.The horizontal coordinates were scaled from a topographic map and have
 NC0687.an estimated accuracy of +/- 6 seconds.
 NC0687
 NC0687.The orthometric height was determined by differential leveling
 NC0687.and adjusted by the National Geodetic Survey in June 1991..
 NC0687
 NC0687.The geoid height was determined by GEOID03.
 NC0687
 NC0687.The dynamic height is computed by dividing the NAVD 88
 NC0687.geopotential number by the normal gravity value computed on the
 NC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0687.degrees latitude (g = 980.6199 gals.).
 NC0687
 NC0687.The modeled gravity was interpolated from observed gravity values.
 NC0687
 NC0687;                    North         East    Units  Estimated Accuracy
 NC0687;SPC NY W     -   329,800.      321,610.      MT  (+/- 180 meters Scaled)
 NC0687
 NC0687                          SUPERSEDED SURVEY CONTROL
 NC0687
 NC0687  NGVD 29 (??/??/92)  175.058  (m)          574.34   (f) ADJ UNCH    1 0
 NC0687
 NC0687.Superseded values are not recommended for survey control.
 NC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0687.See file dsdata.txt to determine how the superseded data were derived.
 NC0687
 NC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH686594(NAD 83)
 NC0687_MARKER: Q = CHISELED SQUARE
 NC0687_SETTING: 0 = UNSPECIFIED SETTING
 NC0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0687
 NC0687  HISTORY     - Date     Condition        Report By
 NC0687  HISTORY     - 1967     MONUMENTED       USLS
 NC0687  HISTORY     - 1977     GOOD             NGS
 NC0687
 NC0687                          STATION DESCRIPTION
 NC0687
 NC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0687'IN TONAWANDA.
 NC0687'FROM WATER LEVELS BRANCH DESCRIPTION--IN TONAWANDA, 5.1 MILES
 NC0687'SOUTHWEST OF MAIN STREET BRIDGE OVER THE NEW YORK STATE BARGE CANAL
 NC0687'IN TONAWANDA, ON THE PROPERTY OF THE NIAGARA-MOHAWK POWER CORPORATION,
 NC0687'HUNTLEY STATION, 13.3 FEET SOUTH OF EAST CORNER OF SCREEN HOUSE NUMBER
 NC0687'2, 4.3 FEET SOUTHWEST OF SOUTHWEST FACE OF THE SCREEN HOUSE ON TOP OF
 NC0687'STEEL PILE CAPPING, BEING HIGHEST POINT IN A 2-INCH SQUARE FORMED BY
 NC0687'THREE CHISELED LINES AND THE EDGE OF THE CAPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0154 ***********************************************************************
 OG0154  DESIGNATION -  906 3018 N 19 USLS
 OG0154  PID         -  OG0154
 OG0154  STATE/COUNTY-  NY/NIAGARA
 OG0154  USGS QUAD   -  
 OG0154
 OG0154                         *CURRENT SURVEY CONTROL
 OG0154  ___________________________________________________________________
 OG0154* NAD 83(1986)-  43 01 34.     (N)    078 53 12.     (W)     SCALED    
 OG0154* NAVD 88     -       176.252  (meters)     578.25   (feet)  ADJUSTED  
 OG0154  ___________________________________________________________________
 OG0154  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OG0154  DYNAMIC HT  -         176.207 (meters)     578.11  (feet)  COMP
 OG0154  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 OG0154
 OG0154  VERT ORDER  -  FIRST     CLASS 0
 OG0154
 OG0154.The horizontal coordinates were scaled from a topographic map and have
 OG0154.an estimated accuracy of +/- 6 seconds.
 OG0154
 OG0154.The orthometric height was determined by differential leveling
 OG0154.and adjusted by the National Geodetic Survey in June 1991..
 OG0154.WARNING-Repeat measurements at this control monument indicate possible
 OG0154.vertical movement.
 OG0154
 OG0154.The geoid height was determined by GEOID03.
 OG0154
 OG0154.The dynamic height is computed by dividing the NAVD 88
 OG0154.geopotential number by the normal gravity value computed on the
 OG0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0154.degrees latitude (g = 980.6199 gals.).
 OG0154
 OG0154.The modeled gravity was interpolated from observed gravity values.
 OG0154
 OG0154;                    North         East    Units  Estimated Accuracy
 OG0154;SPC NY W     -   336,120.      325,280.      MT  (+/- 180 meters Scaled)
 OG0154
 OG0154                          SUPERSEDED SURVEY CONTROL
 OG0154
 OG0154  NGVD 29 (??/??/92)  176.414  (m)          578.78   (f) ADJ UNCH    1 0
 OG0154
 OG0154.Superseded values are not recommended for survey control.
 OG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0154.See file dsdata.txt to determine how the superseded data were derived.
 OG0154
 OG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH721658(NAD 83)
 OG0154_MARKER: DD = SURVEY DISK
 OG0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0154_SP_SET: WALL
 OG0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0154
 OG0154  HISTORY     - Date     Condition        Report By
 OG0154  HISTORY     - UNK      MONUMENTED       USLS
 OG0154  HISTORY     - 1943     GOOD             USLS
 OG0154  HISTORY     - 1977     GOOD             NGS
 OG0154  HISTORY     - 1990     GOOD             USPSQD
 OG0154  HISTORY     - 20010331 GOOD             NGS
 OG0154
 OG0154                          STATION DESCRIPTION
 OG0154
 OG0154'DESCRIBED BY US LAKE SURVEY 1943
 OG0154'IN NORTH TONAWANDA.
 OG0154'IS IN NORTH TONAWANDA, NIAGARA COUNTY, NEW YORK, ON TONAWANDA ISLAND,
 OG0154'AT THE WATERWORKS, IN THE NORTH FACE OF THE GATE HOUSE BETWEEN THE
 OG0154'PUMPING STATION AND THE FILTERING PLANT, 7.8 FEET EAST OF NORTHWEST
 OG0154'CORNER OF BUILDING, 1.0 FOOT EAST OF EAST SIDE OF DOORWAY, IN THE
 OG0154'FIFTEENTH COURSE OF BRICK ABOVE THE WATER TABLE, BEING THE HORIZONTAL
 OG0154'LINE OF CROSS ON BRONZE DISC SET INTO THE WALL.
 OG0154
 OG0154                          STATION RECOVERY (1977)
 OG0154
 OG0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0154'RECOVERED IN GOOD CONDITION.
 OG0154
 OG0154                          STATION RECOVERY (1990)
 OG0154
 OG0154'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 OG0154'RECOVERED IN GOOD CONDITION.
 OG0154
 OG0154                          STATION RECOVERY (2001)
 OG0154
 OG0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0154'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0121 ***********************************************************************
 OG0121  DESIGNATION -  906 3018 TONAWANDA WA WKS
 OG0121  PID         -  OG0121
 OG0121  STATE/COUNTY-  NY/NIAGARA
 OG0121  USGS QUAD   -  
 OG0121
 OG0121                         *CURRENT SURVEY CONTROL
 OG0121  ___________________________________________________________________
 OG0121* NAD 83(1986)-  43 01 34.     (N)    078 53 11.     (W)     SCALED    
 OG0121* NAVD 88     -       175.823  (meters)     576.85   (feet)  ADJUSTED  
 OG0121  ___________________________________________________________________
 OG0121  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OG0121  DYNAMIC HT  -         175.778 (meters)     576.70  (feet)  COMP
 OG0121  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 OG0121
 OG0121  VERT ORDER  -  FIRST     CLASS 0
 OG0121
 OG0121.The horizontal coordinates were scaled from a topographic map and have
 OG0121.an estimated accuracy of +/- 6 seconds.
 OG0121
 OG0121.The orthometric height was determined by differential leveling
 OG0121.and adjusted by the National Geodetic Survey in June 1991..
 OG0121
 OG0121.The geoid height was determined by GEOID03.
 OG0121
 OG0121.The dynamic height is computed by dividing the NAVD 88
 OG0121.geopotential number by the normal gravity value computed on the
 OG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0121.degrees latitude (g = 980.6199 gals.).
 OG0121
 OG0121.The modeled gravity was interpolated from observed gravity values.
 OG0121
 OG0121;                    North         East    Units  Estimated Accuracy
 OG0121;SPC NY W     -   336,120.      325,300.      MT  (+/- 180 meters Scaled)
 OG0121
 OG0121                          SUPERSEDED SURVEY CONTROL
 OG0121
 OG0121.No superseded survey control is available for this station.
 OG0121
 OG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH722658(NAD 83)
 OG0121_MARKER: Q = CHISELED SQUARE
 OG0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0121_SP_SET: DOORSILL
 OG0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0121
 OG0121  HISTORY     - Date     Condition        Report By
 OG0121  HISTORY     - UNK      MONUMENTED       USE
 OG0121  HISTORY     - 1970     GOOD             NGS
 OG0121  HISTORY     - 1977     GOOD             NGS
 OG0121
 OG0121                          STATION DESCRIPTION
 OG0121
 OG0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OG0121'IN NORTH TONAWANDA.
 OG0121'A BENCH MARK ESTABLISHED BY THE U. S. ENGINEERS OFFICE, BUFFALO, NEW
 OG0121'YORK, IS AT NORTH TONAWANDA, NIAGARA COUNTY, NEW YORK, ON TONAWANDA
 OG0121'ISLAND, 4.2 FEET NORTH OF NORTH EDGE OF DOORSILL OF THE EAST DOOR OF
 OG0121'THE WATERWORKS PUMPING STATION, ABOUT FLUSH WITH THE GROUND SURFACE,
 OG0121'BEING HIGHEST POINT IN A 1/2-INCH SQUARE CHISELED IN THE DOORSILL.
 OG0121
 OG0121                          STATION RECOVERY (1977)
 OG0121
 OG0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0344 ***********************************************************************
 NC0344  DESIGNATION -  906 3019 N 6 USLS
 NC0344  PID         -  NC0344
 NC0344  STATE/COUNTY-  NY/ERIE
 NC0344  USGS QUAD   -  BUFFALO NW (1965)
 NC0344
 NC0344                         *CURRENT SURVEY CONTROL
 NC0344  ___________________________________________________________________
 NC0344* NAD 83(1986)-  42 54 28.     (N)    078 54 09.     (W)     SCALED    
 NC0344* NAVD 88     -       174.905  (meters)     573.83   (feet)  ADJUSTED  
 NC0344  ___________________________________________________________________
 NC0344  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 NC0344  DYNAMIC HT  -         174.859 (meters)     573.68  (feet)  COMP
 NC0344  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 NC0344
 NC0344  VERT ORDER  -  FIRST     CLASS 0
 NC0344
 NC0344.The horizontal coordinates were scaled from a topographic map and have
 NC0344.an estimated accuracy of +/- 6 seconds.
 NC0344
 NC0344.The orthometric height was determined by differential leveling
 NC0344.and adjusted by the National Geodetic Survey in June 1991..
 NC0344
 NC0344.The geoid height was determined by GEOID03.
 NC0344
 NC0344.The dynamic height is computed by dividing the NAVD 88
 NC0344.geopotential number by the normal gravity value computed on the
 NC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0344.degrees latitude (g = 980.6199 gals.).
 NC0344
 NC0344.The modeled gravity was interpolated from observed gravity values.
 NC0344
 NC0344;                    North         East    Units  Estimated Accuracy
 NC0344;SPC NY W     -   322,980.      323,940.      MT  (+/- 180 meters Scaled)
 NC0344
 NC0344                          SUPERSEDED SURVEY CONTROL
 NC0344
 NC0344  NGVD 29 (??/??/92)  175.066  (m)          574.36   (f) ADJ UNCH    1 0
 NC0344
 NC0344.Superseded values are not recommended for survey control.
 NC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0344.See file dsdata.txt to determine how the superseded data were derived.
 NC0344
 NC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH712527(NAD 83)
 NC0344_MARKER: DB = BENCH MARK DISK
 NC0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0344_SP_SET: BUILDING
 NC0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0344
 NC0344  HISTORY     - Date     Condition        Report By
 NC0344  HISTORY     - UNK      MONUMENTED       USLS
 NC0344  HISTORY     - 1970     GOOD             USLS
 NC0344  HISTORY     - 1977     GOOD             NGS
 NC0344
 NC0344                          STATION DESCRIPTION
 NC0344
 NC0344'DESCRIBED BY US LAKE SURVEY 1970
 NC0344'IN BUFFALO.
 NC0344'IS AT BUFFALO, ERIE COUNTY, NEW YORK, ON BIRD ISLAND PIER, ABOUT 350
 NC0344'FEET NORTH OF CENTERLINE OF THE PEACE BRIDGE, ON SOUTHWEST CORNER OF
 NC0344'OLD WATER INTAKE GAGE HOUSE STRUCTURE, 2.0 FEET FROM SOUTH EDGE AND
 NC0344'1.7 FEET FROM WEST EDGE OF THE STRUCTURE, 2.0 FEET SOUTHWEST OF A
 NC0344'3-INCH IRON MOORING POST, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NC0344'BRONZE DISC SET INTO THE STONE FLAGGING.
 NC0344
 NC0344                          STATION RECOVERY (1977)
 NC0344
 NC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0404 ***********************************************************************
 NC0404  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0404  DESIGNATION -  906 3020 25
 NC0404  PID         -  NC0404
 NC0404  STATE/COUNTY-  NY/ERIE
 NC0404  USGS QUAD   -  BUFFALO NW (1965)
 NC0404
 NC0404                         *CURRENT SURVEY CONTROL
 NC0404  ___________________________________________________________________
 NC0404* NAD 83(1986)-  42 52 39.     (N)    078 53 11.     (W)     SCALED    
 NC0404* NAVD 88     -       177.827  (meters)     583.42   (feet)  ADJUSTED  
 NC0404  ___________________________________________________________________
 NC0404  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0404  DYNAMIC HT  -         177.780 (meters)     583.27  (feet)  COMP
 NC0404  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 NC0404
 NC0404  VERT ORDER  -  FIRST     CLASS 0
 NC0404
 NC0404.The horizontal coordinates were scaled from a topographic map and have
 NC0404.an estimated accuracy of +/- 6 seconds.
 NC0404
 NC0404.The orthometric height was determined by differential leveling
 NC0404.and adjusted by the National Geodetic Survey in June 1991..
 NC0404
 NC0404.This Tidal Bench Mark is designated as VM 12788
 NC0404.by the Center for Operational Oceanographic Products and Services.
 NC0404
 NC0404.The geoid height was determined by GEOID03.
 NC0404
 NC0404.The dynamic height is computed by dividing the NAVD 88
 NC0404.geopotential number by the normal gravity value computed on the
 NC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0404.degrees latitude (g = 980.6199 gals.).
 NC0404
 NC0404.The modeled gravity was interpolated from observed gravity values.
 NC0404
 NC0404;                    North         East    Units  Estimated Accuracy
 NC0404;SPC NY W     -   319,610.      325,240.      MT  (+/- 180 meters Scaled)
 NC0404
 NC0404                          SUPERSEDED SURVEY CONTROL
 NC0404
 NC0404  NGVD 29 (??/??/92)  177.978  (m)          583.92   (f) ADJ UNCH    1 0
 NC0404
 NC0404.Superseded values are not recommended for survey control.
 NC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0404.See file dsdata.txt to determine how the superseded data were derived.
 NC0404
 NC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH726493(NAD 83)
 NC0404_MARKER: DD = SURVEY DISK
 NC0404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC0404_SP_SET: WALL
 NC0404_STAMPING: 25 1935
 NC0404_MARK LOGO: USE   
 NC0404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NC0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0404+STABILITY: SURFACE MOTION
 NC0404
 NC0404  HISTORY     - Date     Condition        Report By
 NC0404  HISTORY     - 1935     MONUMENTED       USE
 NC0404  HISTORY     - 1970     GOOD             USLS
 NC0404  HISTORY     - 1977     GOOD             NGS
 NC0404  HISTORY     - 19940706 GOOD             NOS
 NC0404
 NC0404                          STATION DESCRIPTION
 NC0404
 NC0404'DESCRIBED BY US LAKE SURVEY 1970
 NC0404'IN BUFFALO.
 NC0404'A CONTROL POINT OF THE U. S. ARMY ENGINEER DISTRICT, BUFFALO, IS AT
 NC0404'BUFFALO, ERIE COUNTY, NEW YORK, ON THE SOUTH SIDE OF BUFFALO RIVER
 NC0404'NEAR ITS MOUTH ABOUT 500 FEET UPRIVER FROM COAST GUARD LOOKOUT TOWER,
 NC0404'29 FEET FROM RIVER FACE OF DOCKLINE, ON TOP OF A ROCK WALL, 12.2 FEET
 NC0404'DOWNRIVER FROM FACE OF TOP STEP OF A FLIGHT LEADING TO THE DOCK, 0.5
 NC0404'FOOT TOWARD RIVER FROM THE WALL CENTERLINE, BEING HIGHEST POINT ON TOP
 NC0404'OF BRONZE DISC SET INTO TOP OF THE WALL.
 NC0404
 NC0404                          STATION RECOVERY (1977)
 NC0404
 NC0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0404'RECOVERED IN GOOD CONDITION.
 NC0404
 NC0404                          STATION RECOVERY (1994)
 NC0404
 NC0404'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NC0404'A CONTROL POINT OF THE U. S. ARMY ENGINEER DISTRICT, BUFFALO, IS AT
 NC0404'BUFFALO, ON THE SOUTH SIDE OF BUFFALO RIVER NEAR ITS MOUTH ABOUT 500
 NC0404'FEET (152.4 M) UPRIVER FROM COAST GUARD LOOKOUT TOWER, 164.6 FEET
 NC0404'(50.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A 3 X 4 FOOT (1.2 M)
 NC0404'CONCRETE BLOCK IN FIELD BESIDE BASKETBALL COURT.  29 FEET (8.8 M) FROM
 NC0404'RIVER FACE OF DOCKLINE, ON TOP OF A ROCK WALL, 12.2 FEET (3.7 M)
 NC0404'DOWNRIVER FROM FACE OF TOP STEP OF A FLIGHT OF STONE STEPS, 2.1 FOOT
 NC0404'(0.6 M) TOWARD RIVER FROM THE WALL CENTERLINE, BEING HIGHEST POINT ON
 NC0404'TOP OF BRONZE DISC SET INTO TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0406 ***********************************************************************
 NC0406  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0406  DESIGNATION -  906 3020 BASE
 NC0406  PID         -  NC0406
 NC0406  STATE/COUNTY-  NY/ERIE
 NC0406  USGS QUAD   -  BUFFALO NW (1965)
 NC0406
 NC0406                         *CURRENT SURVEY CONTROL
 NC0406  ___________________________________________________________________
 NC0406* NAD 83(1986)-  42 52 34.     (N)    078 53 02.     (W)     SCALED    
 NC0406* NAVD 88     -       176.488  (meters)     579.03   (feet)  ADJUSTED  
 NC0406  ___________________________________________________________________
 NC0406  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 NC0406  DYNAMIC HT  -         176.441 (meters)     578.87  (feet)  COMP
 NC0406  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 NC0406
 NC0406  VERT ORDER  -  FIRST     CLASS 0
 NC0406
 NC0406.The horizontal coordinates were scaled from a topographic map and have
 NC0406.an estimated accuracy of +/- 6 seconds.
 NC0406
 NC0406.The orthometric height was determined by differential leveling
 NC0406.and adjusted by the National Geodetic Survey in June 1991..
 NC0406
 NC0406.This Tidal Bench Mark is designated as VM 12787
 NC0406.by the Center for Operational Oceanographic Products and Services.
 NC0406
 NC0406.The geoid height was determined by GEOID03.
 NC0406
 NC0406.The dynamic height is computed by dividing the NAVD 88
 NC0406.geopotential number by the normal gravity value computed on the
 NC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0406.degrees latitude (g = 980.6199 gals.).
 NC0406
 NC0406.The modeled gravity was interpolated from observed gravity values.
 NC0406
 NC0406;                    North         East    Units  Estimated Accuracy
 NC0406;SPC NY W     -   319,450.      325,450.      MT  (+/- 180 meters Scaled)
 NC0406
 NC0406                          SUPERSEDED SURVEY CONTROL
 NC0406
 NC0406  NGVD 29 (??/??/92)  176.639  (m)          579.52   (f) ADJ UNCH    1 0
 NC0406
 NC0406.Superseded values are not recommended for survey control.
 NC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0406.See file dsdata.txt to determine how the superseded data were derived.
 NC0406
 NC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH728492(NAD 83)
 NC0406_MARKER: I = METAL ROD
 NC0406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0406_MARK LOGO: NONE  
 NC0406_PROJECTION: RECESSED 30 CENTIMETERS
 NC0406_MAGNETIC: I = MARKER IS A STEEL ROD
 NC0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0406_ROD/PIPE-DEPTH: 10.1 meters
 NC0406
 NC0406  HISTORY     - Date     Condition        Report By
 NC0406  HISTORY     - 1958     MONUMENTED       USLS
 NC0406  HISTORY     - 1970     GOOD             USLS
 NC0406  HISTORY     - 1977     GOOD             NGS
 NC0406  HISTORY     - 19940706 GOOD             NOS
 NC0406
 NC0406                          STATION DESCRIPTION
 NC0406
 NC0406'DESCRIBED BY US LAKE SURVEY 1970
 NC0406'IN BUFFALO.
 NC0406'IS AT BUFFALO, ERIE COUNTY, NEW YORK, ON SOUTH SIDE OF THE BUFFALO
 NC0406'RIVER, NEAR UPRIVER END OF THE COAST GUARD RESERVATION, ON NORTHEAST
 NC0406'SIDE OF ACCESS ROAD TO THE RESERVATION NEAR THE ENTRANCE GATE, 75.3
 NC0406'FEET SOUTHWEST OF UTILITY POLE BNE-2R, 41.8 FEET SOUTHEAST OF WESTERLY
 NC0406'IRON GATE POST, 29,8 FEET SOUTHEAST OF EASTERLY IRON GATE POST, 6.6
 NC0406'FEET SOUTH OF UTILITY POLE WHICH IS INSIDE THE RESERVATION, 1 FOOT
 NC0406'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 NC0406'DIAMETER COPPER-COATED STEEL ROD, 33 FEET LONG.
 NC0406
 NC0406                          STATION RECOVERY (1977)
 NC0406
 NC0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0406'RECOVERED IN GOOD CONDITION.
 NC0406
 NC0406                          STATION RECOVERY (1994)
 NC0406
 NC0406'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NC0406'IN BUFFALO, ON SOUTH SIDE OF THE BUFFALO RIVER, NEAR UPRIVER END OF
 NC0406'THE COAST GUARD BASE, ON NORTHEAST SIDE OF ACCESS ROAD TO THE BASE,
 NC0406'NEAR THE ENTRANCE GATE.  75.3 FEET (23.0 M) SOUTHWEST OF UTILITY POLE
 NC0406'BNE-2R, 41.8 FEET (12.7 M) SOUTHEAST OF WESTERLY BRICK GATE POST, 28.6
 NC0406'FEET (8.7 M) SOUTHEAST OF EASTERLY BRICK GATE POST, 17.0 FEET (5.2 M)
 NC0406'SOUTHWEST OF THE WEST LEG OF THE LIGHTHOUSE POINT PARK PLAQUE.  14.4
 NC0406'FEET (4.4 M) EAST OF THE CENTERLINE OF THE ROAD LEADING TO THE COAST
 NC0406'GUARD BASE., 1 FOOT (0.3 M) BELOW THE GROUND SURFACE, BEING HIGHEST
 NC0406'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 33 FEET
 NC0406'(10.1 M) LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0371 ***********************************************************************
 NC0371  DESIGNATION -  906 3020 BUFFALO GAGE
 NC0371  PID         -  NC0371
 NC0371  STATE/COUNTY-  NY/ERIE
 NC0371  USGS QUAD   -  BUFFALO NW (1965)
 NC0371
 NC0371                         *CURRENT SURVEY CONTROL
 NC0371  ___________________________________________________________________
 NC0371* NAD 83(1986)-  42 52 37.     (N)    078 53 20.     (W)     SCALED    
 NC0371* NAVD 88     -       176.310  (meters)     578.44   (feet)  ADJUSTED  
 NC0371  ___________________________________________________________________
 NC0371  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0371  DYNAMIC HT  -         176.264 (meters)     578.29  (feet)  COMP
 NC0371  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 NC0371
 NC0371  VERT ORDER  -  FIRST     CLASS 0
 NC0371
 NC0371.The horizontal coordinates were scaled from a topographic map and have
 NC0371.an estimated accuracy of +/- 6 seconds.
 NC0371
 NC0371.The orthometric height was determined by differential leveling
 NC0371.and adjusted by the National Geodetic Survey in June 1991..
 NC0371
 NC0371.The geoid height was determined by GEOID03.
 NC0371
 NC0371.The dynamic height is computed by dividing the NAVD 88
 NC0371.geopotential number by the normal gravity value computed on the
 NC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0371.degrees latitude (g = 980.6199 gals.).
 NC0371
 NC0371.The modeled gravity was interpolated from observed gravity values.
 NC0371
 NC0371;                    North         East    Units  Estimated Accuracy
 NC0371;SPC NY W     -   319,550.      325,040.      MT  (+/- 180 meters Scaled)
 NC0371
 NC0371                          SUPERSEDED SURVEY CONTROL
 NC0371
 NC0371  NGVD 29 (??/??/92)  176.461  (m)          578.94   (f) ADJ UNCH    1 0
 NC0371
 NC0371.Superseded values are not recommended for survey control.
 NC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0371.See file dsdata.txt to determine how the superseded data were derived.
 NC0371
 NC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH724493(NAD 83)
 NC0371_MARKER: B = BOLT
 NC0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0371_SP_SET: WALL
 NC0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0371
 NC0371  HISTORY     - Date     Condition        Report By
 NC0371  HISTORY     - UNK      MONUMENTED       USLS
 NC0371  HISTORY     - 1970     GOOD             USLS
 NC0371  HISTORY     - 1977     GOOD             NGS
 NC0371
 NC0371                          STATION DESCRIPTION
 NC0371
 NC0371'DESCRIBED BY US LAKE SURVEY 1970
 NC0371'IN BUFFALO.
 NC0371'IS AT BUFFALO, ERIE COUNTY, NEW YORK, ON SOUTH SIDE OF ENTRANCE TO THE
 NC0371'BUFFALO RIVER, AT THE COAST GUARD BASE, NORTH OF NORTHWEST CORNER OF
 NC0371'INNER PORTION OF SLIP LEADING TO BOATHOUSE, ABOUT ON LINE WITH WEST
 NC0371'SIDE OF THAT PORTION OF THE SLIP, 134.0 FEET SOUTH OF FIRST TREE EAST
 NC0371'OF OLD BUFFALO HARBOR LIGHT HOUSE, 98.9 FEET SOUTHWEST OF SOUTHWEST
 NC0371'CORNER OF COAST GUARD GARAGE, 70.7 FEET NORTH OF FIRST AND 82.7 FEET
 NC0371'NORTHWEST OF SECOND LARGE MOORING CLEAT EAST OF THE CORNER, 1-1/4-FEET
 NC0371'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS BOLT
 NC0371'LEADED IN TOP COURSE OF MASONRY OF A BURIED WALL.
 NC0371
 NC0371                          STATION RECOVERY (1977)
 NC0371
 NC0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0435 ***********************************************************************
 NC0435  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0435  DESIGNATION -  906 3020 BUFFALO LH
 NC0435  PID         -  NC0435
 NC0435  STATE/COUNTY-  NY/ERIE
 NC0435  USGS QUAD   -  BUFFALO NW (1965)
 NC0435
 NC0435                         *CURRENT SURVEY CONTROL
 NC0435  ___________________________________________________________________
 NC0435* NAD 83(1986)-  42 52 40.     (N)    078 53 22.     (W)     SCALED    
 NC0435* NAVD 88     -       179.561  (meters)     589.11   (feet)  ADJUSTED  
 NC0435  ___________________________________________________________________
 NC0435  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0435  DYNAMIC HT  -         179.514 (meters)     588.96  (feet)  COMP
 NC0435  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 NC0435
 NC0435  VERT ORDER  -  FIRST     CLASS 0
 NC0435
 NC0435.The horizontal coordinates were scaled from a topographic map and have
 NC0435.an estimated accuracy of +/- 6 seconds.
 NC0435
 NC0435.The orthometric height was determined by differential leveling
 NC0435.and adjusted by the National Geodetic Survey in June 1991..
 NC0435
 NC0435.This Tidal Bench Mark is designated as VM 12786
 NC0435.by the Center for Operational Oceanographic Products and Services.
 NC0435
 NC0435.The geoid height was determined by GEOID03.
 NC0435
 NC0435.The dynamic height is computed by dividing the NAVD 88
 NC0435.geopotential number by the normal gravity value computed on the
 NC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0435.degrees latitude (g = 980.6199 gals.).
 NC0435
 NC0435.The modeled gravity was interpolated from observed gravity values.
 NC0435
 NC0435;                    North         East    Units  Estimated Accuracy
 NC0435;SPC NY W     -   319,640.      324,990.      MT  (+/- 180 meters Scaled)
 NC0435
 NC0435                          SUPERSEDED SURVEY CONTROL
 NC0435
 NC0435  NGVD 29 (??/??/92)  179.712  (m)          589.61   (f) ADJ UNCH    1 0
 NC0435
 NC0435.Superseded values are not recommended for survey control.
 NC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0435.See file dsdata.txt to determine how the superseded data were derived.
 NC0435
 NC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH723494(NAD 83)
 NC0435_MARKER: Z = SEE DESCRIPTION
 NC0435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NC0435_SP_SET: WATER TABLE
 NC0435_MARK LOGO: NONE  
 NC0435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NC0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0435
 NC0435  HISTORY     - Date     Condition        Report By
 NC0435  HISTORY     - 1875     MONUMENTED       CGS
 NC0435  HISTORY     - 1942     GOOD             NGS
 NC0435  HISTORY     - 1977     GOOD             NGS
 NC0435  HISTORY     - 19940706 GOOD             NOS
 NC0435  HISTORY     - 19941102 GOOD             NOS
 NC0435
 NC0435                          STATION DESCRIPTION
 NC0435
 NC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NC0435'IN BUFFALO.
 NC0435'IS AT BUFFALO, ERIE COUNTY, NEW YORK, ON THE SOUTH PIER AT ENTRANCE TO
 NC0435'BUFFALO RIVER, ON THE OLD BUFFALO HARBOR LIGHT HOUSE, AT ANGLE FORMED
 NC0435'BY NORTHEAST AND EAST SIDES OF THE OCTAGONAL STONE WATER TABLE, 1.9
 NC0435'FEET SOUTHEAST OF SOUTHEAST DOOR JAMB, 2-1/2 FEET ABOVE RUBBLE MOUND
 NC0435'ON WHICH THE LIGHT REST, BEING HIGHEST POINT OF KNOB CUT ON TOP OF THE
 NC0435'STONE WATER TABLE.
 NC0435
 NC0435                          STATION RECOVERY (1977)
 NC0435
 NC0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0435'RECOVERED IN GOOD CONDITION.
 NC0435
 NC0435                          STATION RECOVERY (1994)
 NC0435
 NC0435'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NC0435'RECOVERED IN GOOD CONDITION.
 NC0435
 NC0435                          STATION RECOVERY (1994)
 NC0435
 NC0435'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NC0435'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9234 ***********************************************************************
 AH9234  FBN         -  This is a Federal Base Network Control Station.
 AH9234  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9234  DESIGNATION -  906 3020 H
 AH9234  PID         -  AH9234
 AH9234  STATE/COUNTY-  NY/ERIE
 AH9234  USGS QUAD   -  BUFFALO NW (1965)
 AH9234
 AH9234                         *CURRENT SURVEY CONTROL
 AH9234  ___________________________________________________________________
 AH9234* NAD 83(1997)-  42 52 37.37779(N)    078 53 23.36117(W)     ADJUSTED  
 AH9234* NAVD 88     -       176.5    (meters)     579.     (feet)  GPS OBS   
 AH9234  ___________________________________________________________________
 AH9234  X           -     902,080.884 (meters)                     COMP
 AH9234  Y           -  -4,593,625.442 (meters)                     COMP
 AH9234  Z           -   4,317,598.536 (meters)                     COMP
 AH9234  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AH9234  ELLIP HEIGHT-         141.32  (meters)          (09/18/02) GPS OBS
 AH9234  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 AH9234
 AH9234  HORZ ORDER  -  A
 AH9234  ELLP ORDER  -  FOURTH    CLASS II
 AH9234
 AH9234.The horizontal coordinates were established by GPS observations
 AH9234.and adjusted by the National Geodetic Survey in May 1999..
 AH9234
 AH9234.The orthometric height was determined by GPS observations and a
 AH9234.high-resolution geoid model.
 AH9234
 AH9234.This Tidal Bench Mark is designated as VM 17003
 AH9234.by the Center for Operational Oceanographic Products and Services.
 AH9234
 AH9234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9234
 AH9234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9234
 AH9234.The ellipsoidal height was determined by GPS observations
 AH9234.and is referenced to NAD 83.
 AH9234
 AH9234.The geoid height was determined by GEOID03.
 AH9234
 AH9234;                    North         East     Units Scale Factor Converg.
 AH9234;SPC NY W     -   319,557.680   324,960.357   MT  0.99994521   -0 12 30.8
 AH9234;SPC NY W     - 1,048,415.49  1,066,140.77   sFT  0.99994521   -0 12 30.8
 AH9234;UTM  17      - 4,749,321.434   672,342.583   MT  0.99996542   +1 26 10.2
 AH9234
 AH9234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9234!SPC NY W     -   0.99997784  x   0.99994521  =   0.99992305
 AH9234!UTM  17      -   0.99997784  x   0.99996542  =   0.99994326
 AH9234
 AH9234                          SUPERSEDED SURVEY CONTROL
 AH9234
 AH9234  ELLIP H (05/25/99)  141.35   (m)                       GP(       ) 3 1
 AH9234
 AH9234.Superseded values are not recommended for survey control.
 AH9234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9234.See file dsdata.txt to determine how the superseded data were derived.
 AH9234
 AH9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7234349321(NAD 83)
 AH9234_MARKER: I = METAL ROD
 AH9234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH9234_STAMPING: 3020 H 1997
 AH9234_MARK LOGO: NOS   
 AH9234_PROJECTION: RECESSED 6 CENTIMETERS
 AH9234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9234+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AH9234_ROD/PIPE-DEPTH: 5.5  meters
 AH9234_SLEEVE-DEPTH  : 1.22 meters
 AH9234
 AH9234  HISTORY     - Date     Condition        Report By
 AH9234  HISTORY     - 1997     MONUMENTED       NOS
 AH9234  HISTORY     - 20010716 GOOD             NGS
 AH9234
 AH9234                          STATION DESCRIPTION
 AH9234
 AH9234'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9234'BM IS AT BUFFALO, ERIE COUNTY, NEW YORK, AT THE COAST GUARD STATION,
 AH9234'NEAR DOWN RIVER END OF THE COAST GUARD BASE, ON WEST SIDE OF PROPERTY,
 AH9234'239.2 FT (72.9 M) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AH9234'NOAA/NOS WATER LEVEL GAUGING STATION, 100.2 FT (30.5 M) NORTH OF THE
 AH9234'SOUTH SIDE OF BOAT BASIN WALL, 36.9 FT (11.2 M) EAST OF THE CENTER OF
 AH9234'THE CIRCULAR DRIVE BY GAUGE HOUSE, 0.8 FT (24.4 CM) WEST OF A WITNESS
 AH9234'POST, 0.2 FT (6.1 CM) BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP
 AH9234'OF A STAINLESS STEEL ROD, 18.0 FT (5.5 M) LONG.  THE ROD IS PROTECTED
 AH9234'BY A 5 INCH PVC PIPE, ENCASED IN CONCRETE WITH AN ALUMINUM ACCESS
 AH9234'COVER, SET FLUSH WITH THE GROUND SURFCE.
 AH9234
 AH9234                          STATION RECOVERY (2001)
 AH9234
 AH9234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 AH9234'DESCRIBED BY NATIONAL GEODETIC SURVEY (JED) THE MARK IS AT BUFFALO, NY
 AH9234'ERIE COUNTY, AT THE COAST GUARD STATION ON THE SOUTHWEST SIDE OF
 AH9234'BUFFALO AND ON THE WEST SIDE OF THE COAST GAURD STATION.  TO REACH
 AH9234'GOING NORTHWEST ON STATE HIGHWAY 5,TAKE EXIT (FUHRMANN BLVD COAST
 AH9234'GUARD) MILE POST 30-20, CONTINUE AHEAD ON S MICHIGAN AVE .7 MI (1.1
 AH9234'KM) TO STOP SIGN, TURN LEFT WEST GOING UNDER ELEVATED STATE HIGHWAY 5
 AH9234'TO A STOP SIGN.  TURN RIGHT NORTH ON FUHRMANN BLVD AND GO .55 MI (0.89
 AH9234'KM) TO THE ENTRANCE GATE OF U.S.  DEPT OF TRANSPORTATION UNITED STATES
 AH9234'COAST GUARD STATION.  PASS THROUGH GATE AND TURN LEFT (WEST) CONTINUE
 AH9234'AHEAD .05 MI (0.08 KM) TO A STOP SIGN, CONTINUE AHEAD (WEST) FOR .04
 AH9234'MI (0.06 KM) TURN RIGHT NORTH, PASSING BETWEEN TWO BUILDINGS TURN LEFT
 AH9234'WEST AND CONTINUE AHEAD .1 MI (0.2 KM) TO A LIGHT HOUSE ON RIGHT,
 AH9234'CONTINUE AHEAD ON CIRCULAR DRIVE FOR .09 MI (0.14 KM) TO THE STATION
 AH9234'ON THE LEFT.  72.9 M (239.2 FT) SOUTH SOUTHEAST OF THE SOUTHEAST
 AH9234'CORNER OF THE NOAA/NOS WATER LEVEL GAUGING STATION, 30.5 M (100.1 FT)
 AH9234'NORTH OF THE SOUTH SIDE OF BOAT BASIN WALL, 11 M (36.1 FT) EAST OF THE
 AH9234'CENTER OF THE CIRCULAR ROAD.  18.3 M (60.0 FT) EAST OF A BLUE
 AH9234'ELECTRICAL BOX WITH 7 PIPES GOING INTO IT.  NOTE CONTACT (CLARA
 AH9234'NICOLOSI 716-843-9524) BEFORE OCCUPYING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0403 ***********************************************************************
 NC0403  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0403  DESIGNATION -  906 3020 MACHINE
 NC0403  PID         -  NC0403
 NC0403  STATE/COUNTY-  NY/ERIE
 NC0403  USGS QUAD   -  BUFFALO NW (1965)
 NC0403
 NC0403                         *CURRENT SURVEY CONTROL
 NC0403  ___________________________________________________________________
 NC0403* NAD 83(1986)-  42 52 38.     (N)    078 53 16.     (W)     SCALED    
 NC0403* NAVD 88     -       176.602  (meters)     579.40   (feet)  ADJUSTED  
 NC0403  ___________________________________________________________________
 NC0403  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0403  DYNAMIC HT  -         176.555 (meters)     579.25  (feet)  COMP
 NC0403  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 NC0403
 NC0403  VERT ORDER  -  FIRST     CLASS 0
 NC0403
 NC0403.The horizontal coordinates were scaled from a topographic map and have
 NC0403.an estimated accuracy of +/- 6 seconds.
 NC0403
 NC0403.The orthometric height was determined by differential leveling
 NC0403.and adjusted by the National Geodetic Survey in June 1991..
 NC0403
 NC0403.This Tidal Bench Mark is designated as VM 12785
 NC0403.by the Center for Operational Oceanographic Products and Services.
 NC0403
 NC0403.The geoid height was determined by GEOID03.
 NC0403
 NC0403.The dynamic height is computed by dividing the NAVD 88
 NC0403.geopotential number by the normal gravity value computed on the
 NC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0403.degrees latitude (g = 980.6199 gals.).
 NC0403
 NC0403.The modeled gravity was interpolated from observed gravity values.
 NC0403
 NC0403;                    North         East    Units  Estimated Accuracy
 NC0403;SPC NY W     -   319,580.      325,130.      MT  (+/- 180 meters Scaled)
 NC0403
 NC0403                          SUPERSEDED SURVEY CONTROL
 NC0403
 NC0403  NGVD 29 (??/??/92)  176.753  (m)          579.90   (f) ADJ UNCH    1 0
 NC0403
 NC0403.Superseded values are not recommended for survey control.
 NC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0403.See file dsdata.txt to determine how the superseded data were derived.
 NC0403
 NC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH725493(NAD 83)
 NC0403_MARKER: I = METAL ROD
 NC0403_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NC0403_MARK LOGO: NONE  
 NC0403_PROJECTION: RECESSED 46 CENTIMETERS
 NC0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NC0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0403+STABILITY: POSITION/ELEVATION WELL
 NC0403_ROD/PIPE-DEPTH: 4.57 meters
 NC0403_SLEEVE-DEPTH  : 1.0 meters
 NC0403
 NC0403  HISTORY     - Date     Condition        Report By
 NC0403  HISTORY     - 1968     MONUMENTED       USLS
 NC0403  HISTORY     - 1970     GOOD             USLS
 NC0403  HISTORY     - 1977     GOOD             NGS
 NC0403  HISTORY     - 19940706 GOOD             NOS
 NC0403  HISTORY     - 19941102 GOOD             NOS
 NC0403
 NC0403                          STATION DESCRIPTION
 NC0403
 NC0403'DESCRIBED BY US LAKE SURVEY 1970
 NC0403'IN BUFFALO.
 NC0403'IS AT BUFFALO, ERIE COUNTY, NEW YORK, AT THE U.S. COAST GUARD STATION,
 NC0403'97.0 FEET SOUTHEAST OF NORTHEAST OF NORTHEAST CORNER OF MACHINE SHOP,
 NC0403'63.8 FEET SOUTH OF SOUTHEAST LEG OF LOOKOUT TOWER, 45.7 FEET NORTHWEST
 NC0403'OF UTILITY POLE, 43.8 FEET EAST OF SOUTHEAST CORNER AND IN LINE WITH
 NC0403'SOUTH FACE OF MACHINE SHOP, 34.3 FEET SOUTHEAST OF 18-INCH COTTONWOOD,
 NC0403'15.9 FEET NORTH OF INNER EDGE CURB, 1-1/2 FEET BELOW THE GROUND
 NC0403'SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 NC0403'OF A 3/8-INCH DIAMERTER GALVANIZED STEEL PIPE, 15 FEET LONG. THE PIPE
 NC0403'IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROJECTED
 NC0403'BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER, 1-1/2-FOOT BELOW THE
 NC0403'GROUND SURFACE.
 NC0403
 NC0403                          STATION RECOVERY (1977)
 NC0403
 NC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0403'RECOVERED IN GOOD CONDITION.
 NC0403
 NC0403                          STATION RECOVERY (1994)
 NC0403
 NC0403'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NC0403'RECOVERED IN GOOD CONDITION.
 NC0403
 NC0403                          STATION RECOVERY (1994)
 NC0403
 NC0403'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NC0403'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0402 ***********************************************************************
 NC0402  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0402  DESIGNATION -  906 3020 RIVET USLS
 NC0402  PID         -  NC0402
 NC0402  STATE/COUNTY-  NY/ERIE
 NC0402  USGS QUAD   -  BUFFALO NW (1965)
 NC0402
 NC0402                         *CURRENT SURVEY CONTROL
 NC0402  ___________________________________________________________________
 NC0402* NAD 83(1986)-  42 52 36.     (N)    078 53 19.     (W)     SCALED    
 NC0402* NAVD 88     -       176.547  (meters)     579.22   (feet)  ADJUSTED  
 NC0402  ___________________________________________________________________
 NC0402  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0402  DYNAMIC HT  -         176.500 (meters)     579.07  (feet)  COMP
 NC0402  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 NC0402
 NC0402  VERT ORDER  -  FIRST     CLASS 0
 NC0402
 NC0402.The horizontal coordinates were scaled from a topographic map and have
 NC0402.an estimated accuracy of +/- 6 seconds.
 NC0402
 NC0402.The orthometric height was determined by differential leveling
 NC0402.and adjusted by the National Geodetic Survey in June 1991..
 NC0402
 NC0402.This Tidal Bench Mark is designated as VM 12790
 NC0402.by the Center for Operational Oceanographic Products and Services.
 NC0402
 NC0402.The geoid height was determined by GEOID03.
 NC0402
 NC0402.The dynamic height is computed by dividing the NAVD 88
 NC0402.geopotential number by the normal gravity value computed on the
 NC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0402.degrees latitude (g = 980.6199 gals.).
 NC0402
 NC0402.The modeled gravity was interpolated from observed gravity values.
 NC0402
 NC0402;                    North         East    Units  Estimated Accuracy
 NC0402;SPC NY W     -   319,520.      325,060.      MT  (+/- 180 meters Scaled)
 NC0402
 NC0402                          SUPERSEDED SURVEY CONTROL
 NC0402
 NC0402  NGVD 29 (??/??/92)  176.698  (m)          579.72   (f) ADJ UNCH    1 0
 NC0402
 NC0402.Superseded values are not recommended for survey control.
 NC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0402.See file dsdata.txt to determine how the superseded data were derived.
 NC0402
 NC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH724492(NAD 83)
 NC0402_MARKER: R = RIVET
 NC0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0402_SP_SET: STEEL SHEET PILE
 NC0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0402
 NC0402  HISTORY     - Date     Condition        Report By
 NC0402  HISTORY     - UNK      MONUMENTED       USLS
 NC0402  HISTORY     - 1970     GOOD             USLS
 NC0402  HISTORY     - 1977     GOOD             NGS
 NC0402
 NC0402                          STATION DESCRIPTION
 NC0402
 NC0402'DESCRIBED BY US LAKE SURVEY 1970
 NC0402'IN BUFFALO.
 NC0402'IS AT BUFFALO, ERIE COUNTY, NEW YORK, ON SOUTH SIDE OF ENTRANCE TO THE
 NC0402'BUFFALO RIVER, AT THE COAST GUARD BASE, NEAR INNER END OF THE SLIP
 NC0402'LEADING TO THE BOATHOUSE, ON STEEL SHEET PILE REVETMENT WHICH
 NC0402'PARALLELS SOUTH SIDE OF LAUNCHWAY, 8.8 FEET SOUTH OF SOUTHWEST CORNER
 NC0402'AND ON LINE WITH WEST FACE OF THE BOATHOUSE, ON THE STEEL CAPPING,
 NC0402'BEING HIGHEST POINT OVER CROSS CUT IN HEAD OF MOST SOUTHEASTERLY RIVET
 NC0402'OF EIGHT.
 NC0402
 NC0402                          STATION RECOVERY (1977)
 NC0402
 NC0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0417 ***********************************************************************
 NC0417  DESIGNATION -  906 3024 BETH USLS
 NC0417  PID         -  NC0417
 NC0417  STATE/COUNTY-  NY/ERIE
 NC0417  USGS QUAD   -  BUFFALO SE (1965)
 NC0417
 NC0417                         *CURRENT SURVEY CONTROL
 NC0417  ___________________________________________________________________
 NC0417* NAD 83(1986)-  42 49 52.     (N)    078 51 11.     (W)     SCALED    
 NC0417* NAVD 88     -       178.983  (meters)     587.21   (feet)  ADJUSTED  
 NC0417  ___________________________________________________________________
 NC0417  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NC0417  DYNAMIC HT  -         178.934 (meters)     587.05  (feet)  COMP
 NC0417  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 NC0417
 NC0417  VERT ORDER  -  FIRST     CLASS 0
 NC0417
 NC0417.The horizontal coordinates were scaled from a topographic map and have
 NC0417.an estimated accuracy of +/- 6 seconds.
 NC0417
 NC0417.The orthometric height was determined by differential leveling
 NC0417.and adjusted by the National Geodetic Survey in June 1991..
 NC0417
 NC0417.The geoid height was determined by GEOID03.
 NC0417
 NC0417.The dynamic height is computed by dividing the NAVD 88
 NC0417.geopotential number by the normal gravity value computed on the
 NC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0417.degrees latitude (g = 980.6199 gals.).
 NC0417
 NC0417.The modeled gravity was interpolated from observed gravity values.
 NC0417
 NC0417;                    North         East    Units  Estimated Accuracy
 NC0417;SPC NY W     -   314,440.      327,950.      MT  (+/- 180 meters Scaled)
 NC0417
 NC0417                          SUPERSEDED SURVEY CONTROL
 NC0417
 NC0417  NGVD 29 (??/??/92)  179.121  (m)          587.67   (f) ADJ UNCH    1 0
 NC0417
 NC0417.Superseded values are not recommended for survey control.
 NC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0417.See file dsdata.txt to determine how the superseded data were derived.
 NC0417
 NC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH754442(NAD 83)
 NC0417_MARKER: DB = BENCH MARK DISK
 NC0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0417_SP_SET: PIER
 NC0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0417
 NC0417  HISTORY     - Date     Condition        Report By
 NC0417  HISTORY     - UNK      MONUMENTED       USLS
 NC0417  HISTORY     - 1970     GOOD             USLS
 NC0417  HISTORY     - 1977     GOOD             NGS
 NC0417
 NC0417                          STATION DESCRIPTION
 NC0417
 NC0417'DESCRIBED BY US LAKE SURVEY 1970
 NC0417'IN LACKAWANNA.
 NC0417'IS AT LACKAWANNA, ERIE COUNTY, NEW YORK, 0.2 MILE SOUTH OF BRIDGE OVER
 NC0417'UNION CANAL, OPPOSITE GATE NO. 1 OF BETHLEHEM STEEL COMPANY, ON SECOND
 NC0417'PIER OF FATHER BAKER BRIDGE NORTH OF THE SOUTH BUFFALO RAILROAD
 NC0417'TRACKS, 102 FEET EAST OF CENTERLINE OF FUHRMAN BOULEVARD, 1.0 FEET
 NC0417'SOUTH OF NORTHWEST CORNER OF CONCRETE BRIDGE PIER, 4-FEET ABOVE THE
 NC0417'GROUND, BEING HORZONTAL LINE OF CROSS ON BRONZE DISC SET INTO WEST
 NC0417'FACE OF PIER.
 NC0417
 NC0417                          STATION RECOVERY (1977)
 NC0417
 NC0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0414 ***********************************************************************
 NC0414  DESIGNATION -  906 3024 CL
 NC0414  PID         -  NC0414
 NC0414  STATE/COUNTY-  NY/ERIE
 NC0414  USGS QUAD   -  BUFFALO SE (1965)
 NC0414
 NC0414                         *CURRENT SURVEY CONTROL
 NC0414  ___________________________________________________________________
 NC0414* NAD 83(1986)-  42 49 55.     (N)    078 51 13.     (W)     SCALED    
 NC0414* NAVD 88     -       177.158  (meters)     581.23   (feet)  ADJUSTED  
 NC0414  ___________________________________________________________________
 NC0414  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NC0414  DYNAMIC HT  -         177.110 (meters)     581.07  (feet)  COMP
 NC0414  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 NC0414
 NC0414  VERT ORDER  -  FIRST     CLASS 0
 NC0414
 NC0414.The horizontal coordinates were scaled from a topographic map and have
 NC0414.an estimated accuracy of +/- 6 seconds.
 NC0414
 NC0414.The orthometric height was determined by differential leveling
 NC0414.and adjusted by the National Geodetic Survey in June 1991..
 NC0414
 NC0414.The geoid height was determined by GEOID03.
 NC0414
 NC0414.The dynamic height is computed by dividing the NAVD 88
 NC0414.geopotential number by the normal gravity value computed on the
 NC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0414.degrees latitude (g = 980.6199 gals.).
 NC0414
 NC0414.The modeled gravity was interpolated from observed gravity values.
 NC0414
 NC0414;                    North         East    Units  Estimated Accuracy
 NC0414;SPC NY W     -   314,540.      327,900.      MT  (+/- 180 meters Scaled)
 NC0414
 NC0414                          SUPERSEDED SURVEY CONTROL
 NC0414
 NC0414  NGVD 29 (??/??/92)  177.297  (m)          581.68   (f) ADJ UNCH    1 0
 NC0414
 NC0414.Superseded values are not recommended for survey control.
 NC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0414.See file dsdata.txt to determine how the superseded data were derived.
 NC0414
 NC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH754443(NAD 83)
 NC0414_MARKER: O = CHISELED CIRCLE
 NC0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0414_SP_SET: STONE
 NC0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0414+STABILITY: SURFACE MOTION
 NC0414
 NC0414  HISTORY     - Date     Condition        Report By
 NC0414  HISTORY     - UNK      MONUMENTED       LOCSUR
 NC0414  HISTORY     - 1970     GOOD             USLS
 NC0414  HISTORY     - 1977     GOOD             NGS
 NC0414
 NC0414                          STATION DESCRIPTION
 NC0414
 NC0414'DESCRIBED BY US LAKE SURVEY 1970
 NC0414'IN LACKAWANNA.
 NC0414'A CITY LINE MARKER ESLTABLISHED BY THE CITIES OF LACKAWANNA AND
 NC0414'BUFFALO, IS AT LACKAWANNA, ERIE COUNTY, NEW YORK, ABOUT 500 FEET SOUTH
 NC0414'OF BRIDGE OVER THE UNION CANAL, ON WESTERLY SIDE OF FUHRMAN BOULEVARD,
 NC0414'JUST NORTH OF LARGE OFFICE BUILDING OF BETHLEHEM STEEL COMPANYS
 NC0414'LACKAWANNA PLANT, JUST NORTH OF MASONRY FENCE POST, AT ANGLE IN
 NC0414'PROPERTY LINE FENCE, 8.2 FEET WEST OF WEST CURB OF BOULEVARD, 1/4 FOOT
 NC0414'ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER CIRCLE CHISELED IN
 NC0414'SOUTHWEST CORNER OF AN 8-INCH SQUARE STONE MONUMENT.
 NC0414
 NC0414                          STATION RECOVERY (1977)
 NC0414
 NC0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0413 ***********************************************************************
 NC0413  DESIGNATION -  906 3024 PATTERN USLS
 NC0413  PID         -  NC0413
 NC0413  STATE/COUNTY-  NY/ERIE
 NC0413  USGS QUAD   -  BUFFALO SE (1965)
 NC0413
 NC0413                         *CURRENT SURVEY CONTROL
 NC0413  ___________________________________________________________________
 NC0413* NAD 83(1986)-  42 49 54.     (N)    078 51 32.     (W)     SCALED    
 NC0413* NAVD 88     -       179.046  (meters)     587.42   (feet)  ADJUSTED  
 NC0413  ___________________________________________________________________
 NC0413  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 NC0413  DYNAMIC HT  -         178.997 (meters)     587.26  (feet)  COMP
 NC0413  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 NC0413
 NC0413  VERT ORDER  -  FIRST     CLASS 0
 NC0413
 NC0413.The horizontal coordinates were scaled from a topographic map and have
 NC0413.an estimated accuracy of +/- 6 seconds.
 NC0413
 NC0413.The orthometric height was determined by differential leveling
 NC0413.and adjusted by the National Geodetic Survey in June 1991..
 NC0413
 NC0413.The geoid height was determined by GEOID03.
 NC0413
 NC0413.The dynamic height is computed by dividing the NAVD 88
 NC0413.geopotential number by the normal gravity value computed on the
 NC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0413.degrees latitude (g = 980.6199 gals.).
 NC0413
 NC0413.The modeled gravity was interpolated from observed gravity values.
 NC0413
 NC0413;                    North         East    Units  Estimated Accuracy
 NC0413;SPC NY W     -   314,510.      327,470.      MT  (+/- 180 meters Scaled)
 NC0413
 NC0413                          SUPERSEDED SURVEY CONTROL
 NC0413
 NC0413  NGVD 29 (??/??/92)  179.183  (m)          587.87   (f) ADJ UNCH    1 0
 NC0413
 NC0413.Superseded values are not recommended for survey control.
 NC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0413.See file dsdata.txt to determine how the superseded data were derived.
 NC0413
 NC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH749443(NAD 83)
 NC0413_MARKER: DB = BENCH MARK DISK
 NC0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0413_SP_SET: BUILDING
 NC0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0413
 NC0413  HISTORY     - Date     Condition        Report By
 NC0413  HISTORY     - UNK      MONUMENTED       USLS
 NC0413  HISTORY     - 1970     GOOD             USLS
 NC0413  HISTORY     - 1977     GOOD             NGS
 NC0413
 NC0413                          STATION DESCRIPTION
 NC0413
 NC0413'DESCRIBED BY US LAKE SURVEY 1970
 NC0413'IN LACKAWANNA.
 NC0413'IS AT LACKAWANNA, ERIE COUNTY, NEW YORK, ABOUT 1000 FEET WEST OF
 NC0413'FUHRMAN BOULEVARD, ABOUT 400 FEET SOUTH OF THE UNION CANAL, NEAR NORTH
 NC0413'END OF THE BETHLEHEM STEEL COMPANYS LACKAWANNA PLANT, ON SOUTH FACE OF
 NC0413'THE CARPENTER SHOP, 4.2 FEET WEST OF THE SOUTHEAST CORNER, 4 FEET
 NC0413'ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 NC0413'DISC SET INTO THE BRICK WALL.
 NC0413
 NC0413                          STATION RECOVERY (1977)
 NC0413
 NC0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0412 ***********************************************************************
 NC0412  DESIGNATION -  906 3024 POWER 5 USLS
 NC0412  PID         -  NC0412
 NC0412  STATE/COUNTY-  NY/ERIE
 NC0412  USGS QUAD   -  BUFFALO SE (1965)
 NC0412
 NC0412                         *CURRENT SURVEY CONTROL
 NC0412  ___________________________________________________________________
 NC0412* NAD 83(1986)-  42 49 54.     (N)    078 51 35.     (W)     SCALED    
 NC0412* NAVD 88     -       178.911  (meters)     586.98   (feet)  ADJUSTED  
 NC0412  ___________________________________________________________________
 NC0412  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 NC0412  DYNAMIC HT  -         178.863 (meters)     586.82  (feet)  COMP
 NC0412  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 NC0412
 NC0412  VERT ORDER  -  FIRST     CLASS 0
 NC0412
 NC0412.The horizontal coordinates were scaled from a topographic map and have
 NC0412.an estimated accuracy of +/- 6 seconds.
 NC0412
 NC0412.The orthometric height was determined by differential leveling
 NC0412.and adjusted by the National Geodetic Survey in June 1991..
 NC0412
 NC0412.The geoid height was determined by GEOID03.
 NC0412
 NC0412.The dynamic height is computed by dividing the NAVD 88
 NC0412.geopotential number by the normal gravity value computed on the
 NC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0412.degrees latitude (g = 980.6199 gals.).
 NC0412
 NC0412.The modeled gravity was interpolated from observed gravity values.
 NC0412
 NC0412;                    North         East    Units  Estimated Accuracy
 NC0412;SPC NY W     -   314,510.      327,400.      MT  (+/- 180 meters Scaled)
 NC0412
 NC0412                          SUPERSEDED SURVEY CONTROL
 NC0412
 NC0412  NGVD 29 (??/??/92)  179.049  (m)          587.43   (f) ADJ UNCH    1 0
 NC0412
 NC0412.Superseded values are not recommended for survey control.
 NC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0412.See file dsdata.txt to determine how the superseded data were derived.
 NC0412
 NC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH749443(NAD 83)
 NC0412_MARKER: DB = BENCH MARK DISK
 NC0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0412_SP_SET: BUILDING
 NC0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0412
 NC0412  HISTORY     - Date     Condition        Report By
 NC0412  HISTORY     - UNK      MONUMENTED       USLS
 NC0412  HISTORY     - 1970     GOOD             USLS
 NC0412  HISTORY     - 1977     GOOD             NGS
 NC0412
 NC0412                          STATION DESCRIPTION
 NC0412
 NC0412'DESCRIBED BY US LAKE SURVEY 1970
 NC0412'IN LACKAWANNA.
 NC0412'IS AT LACKAWANNA, ERIE COUNTY, NEW YORK, ABOUT 1600 FEET WEST OF
 NC0412'FUHRMAN BOULEVARD, ABOUT 450 FEET SOUTH OF THE UNION CANAL LIGHT, NEAR
 NC0412'NORTH END OF THE BETHLEHEM STEEL COMPANYS LACKAWANNA PLANT, ON SOUTH
 NC0412'FACE OF MAIN PORTION OF POWERHOUSE NO. 5, 1.1 FEET FROM THE SOUTHWEST
 NC0412'CORNER, 4-1/2 FEET ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF
 NC0412'CROSS ON BRONZE DISC SET INTO THE BRICK WALL.
 NC0412
 NC0412                          STATION RECOVERY (1977)
 NC0412
 NC0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0418 ***********************************************************************
 NC0418  DESIGNATION -  906 3024 SBR USLS
 NC0418  PID         -  NC0418
 NC0418  STATE/COUNTY-  NY/ERIE
 NC0418  USGS QUAD   -  BUFFALO SE (1965)
 NC0418
 NC0418                         *CURRENT SURVEY CONTROL
 NC0418  ___________________________________________________________________
 NC0418* NAD 83(1986)-  42 49 52.     (N)    078 51 11.     (W)     SCALED    
 NC0418* NAVD 88     -       178.188  (meters)     584.61   (feet)  ADJUSTED  
 NC0418  ___________________________________________________________________
 NC0418  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NC0418  DYNAMIC HT  -         178.139 (meters)     584.44  (feet)  COMP
 NC0418  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 NC0418
 NC0418  VERT ORDER  -  FIRST     CLASS 0
 NC0418
 NC0418.The horizontal coordinates were scaled from a topographic map and have
 NC0418.an estimated accuracy of +/- 6 seconds.
 NC0418
 NC0418.The orthometric height was determined by differential leveling
 NC0418.and adjusted by the National Geodetic Survey in June 1991..
 NC0418
 NC0418.The geoid height was determined by GEOID03.
 NC0418
 NC0418.The dynamic height is computed by dividing the NAVD 88
 NC0418.geopotential number by the normal gravity value computed on the
 NC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0418.degrees latitude (g = 980.6199 gals.).
 NC0418
 NC0418.The modeled gravity was interpolated from observed gravity values.
 NC0418
 NC0418;                    North         East    Units  Estimated Accuracy
 NC0418;SPC NY W     -   314,440.      327,950.      MT  (+/- 180 meters Scaled)
 NC0418
 NC0418                          SUPERSEDED SURVEY CONTROL
 NC0418
 NC0418  NGVD 29 (??/??/92)  178.072  (m)          584.22   (f) ADJ UNCH    1 0
 NC0418
 NC0418.Superseded values are not recommended for survey control.
 NC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0418.See file dsdata.txt to determine how the superseded data were derived.
 NC0418
 NC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH754442(NAD 83)
 NC0418_MARKER: Z = SEE DESCRIPTION
 NC0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0418_SP_SET: BLOCK
 NC0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0418
 NC0418  HISTORY     - Date     Condition        Report By
 NC0418  HISTORY     - UNK      MONUMENTED       USLS
 NC0418  HISTORY     - 1970     GOOD             USLS
 NC0418  HISTORY     - 1977     GOOD             NGS
 NC0418
 NC0418                          STATION DESCRIPTION
 NC0418
 NC0418'DESCRIBED BY US LAKE SURVEY 1970
 NC0418'IN LACKAWANNA.
 NC0418'IS AT LACKAWANNA, ERIE COUNTY, NEW YORK, SOUTH OF THE UNION CANAL, ON
 NC0418'THE EASTERLY SIDE OF FUHRMAN BOULEVARD, ON THE NORTH END OF EASTERLY
 NC0418'ABUTMENT OF THE SOUTH BUFFALO RAILROAD OVERPASS, 15.8 FEET FROM
 NC0418'UTILITY POLE, 13.0 FEET FROM BOULEVARD CURB, 3 FEET ABOVE THE
 NC0418'SIDEWALK, ON TOP OF SECOND TIER OF SANDSTONE BLOCKS, 0.4 FEET FROM
 NC0418'NORTH AND WEST EDGE OF THE BLOCK, BEING HIGHEST POINT IN A 2-INCH
 NC0418'SQUARE CUT ON TOP OF THE BLOCK.
 NC0418
 NC0418                          STATION RECOVERY (1977)
 NC0418
 NC0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6914 ***********************************************************************
 AB6914  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6914  DESIGNATION -  906 3028 H
 AB6914  PID         -  AB6914
 AB6914  STATE/COUNTY-  NY/ERIE
 AB6914  USGS QUAD   -  ANGOLA (1960)
 AB6914
 AB6914                         *CURRENT SURVEY CONTROL
 AB6914  ___________________________________________________________________
 AB6914* NAD 83(1986)-  42 41 22.     (N)    079 02 44.     (W)     SCALED    
 AB6914* NAVD 88     -       186.057  (meters)     610.42   (feet)  ADJUSTED  
 AB6914  ___________________________________________________________________
 AB6914  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AB6914  DYNAMIC HT  -         186.004 (meters)     610.25  (feet)  COMP
 AB6914  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 AB6914
 AB6914  VERT ORDER  -  SECOND    CLASS I
 AB6914
 AB6914.The horizontal coordinates were scaled from a topographic map and have
 AB6914.an estimated accuracy of +/- 6 seconds.
 AB6914
 AB6914.The orthometric height was determined by differential leveling
 AB6914.and adjusted by the National Geodetic Survey in January 1997..
 AB6914
 AB6914.This Tidal Bench Mark is designated as VM 12798
 AB6914.by the Center for Operational Oceanographic Products and Services.
 AB6914
 AB6914.The geoid height was determined by GEOID03.
 AB6914
 AB6914.The dynamic height is computed by dividing the NAVD 88
 AB6914.geopotential number by the normal gravity value computed on the
 AB6914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6914.degrees latitude (g = 980.6199 gals.).
 AB6914
 AB6914.The modeled gravity was interpolated from observed gravity values.
 AB6914
 AB6914;                    North         East    Units  Estimated Accuracy
 AB6914;SPC NY W     -   298,780.      312,120.      MT  (+/- 180 meters Scaled)
 AB6914
 AB6914                          SUPERSEDED SURVEY CONTROL
 AB6914
 AB6914.No superseded survey control is available for this station.
 AB6914
 AB6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH601281(NAD 83)
 AB6914_MARKER: DB = BENCH MARK DISK
 AB6914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB6914_STAMPING: 3028 H 1989
 AB6914_MARK LOGO: NOS   
 AB6914_PROJECTION: RECESSED 6 CENTIMETERS
 AB6914_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6914_ROD/PIPE-DEPTH: 3.7  meters
 AB6914
 AB6914  HISTORY     - Date     Condition        Report By
 AB6914  HISTORY     - 1989     MONUMENTED       NOS
 AB6914  HISTORY     - 19940707 GOOD             NOS
 AB6914
 AB6914                          STATION DESCRIPTION
 AB6914
 AB6914'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6914'IN STURGEON POINT, APPROXIMATELY 1.6 MILES (2.54 (KM) ALONG STURGEON
 AB6914'POINT ROAD FROM THE INTERSECTION OF HIGHWAY NO. 5 AND STURGEON POINT
 AB6914'ROAD AT JERUSALEM CORNERS, AT EAST SIDE OF PARK ENTRANCE TO STURGEON
 AB6914'POINT MARINA, 900 FEET (274.3 M) SOUTHEAST OF GAUGE HOUSE, 71.2 FEET
 AB6914'(21.7 M) NORTH OF POWER POLE NO.  70/225, 65.6 FEET (20.0 M) EAST OF
 AB6914'EAST CORNER OF GATE ENTRANCE BUILDING, 44.0 FEET (13.4 M) WEST OF
 AB6914'24-INCH POPLAR TREE, 0.2 FEET (6.1 CM) BELOW GROUND LEVEL, BEING A
 AB6914'BASS DISC CRIMPED TO A 12 FOOT (3.7 M) STAINLESS STEEL ROD DRIVEN INTO
 AB6914'THE GROUND WITH CONCRETE KICK BLOCK AND 4-INCH PVC COUPLING AND PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6913 ***********************************************************************
 AB6913  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6913  DESIGNATION -  906 3028 J
 AB6913  PID         -  AB6913
 AB6913  STATE/COUNTY-  NY/ERIE
 AB6913  USGS QUAD   -  ANGOLA (1960)
 AB6913
 AB6913                         *CURRENT SURVEY CONTROL
 AB6913  ___________________________________________________________________
 AB6913* NAD 83(1986)-  42 41 16.     (N)    079 02 35.     (W)     SCALED    
 AB6913* NAVD 88     -       196.428  (meters)     644.45   (feet)  ADJUSTED  
 AB6913  ___________________________________________________________________
 AB6913  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 AB6913  DYNAMIC HT  -         196.372 (meters)     644.26  (feet)  COMP
 AB6913  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 AB6913
 AB6913  VERT ORDER  -  SECOND    CLASS I
 AB6913
 AB6913.The horizontal coordinates were scaled from a topographic map and have
 AB6913.an estimated accuracy of +/- 6 seconds.
 AB6913
 AB6913.The orthometric height was determined by differential leveling
 AB6913.and adjusted by the National Geodetic Survey in January 1997..
 AB6913
 AB6913.This Tidal Bench Mark is designated as VM 12799
 AB6913.by the Center for Operational Oceanographic Products and Services.
 AB6913
 AB6913.The geoid height was determined by GEOID03.
 AB6913
 AB6913.The dynamic height is computed by dividing the NAVD 88
 AB6913.geopotential number by the normal gravity value computed on the
 AB6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6913.degrees latitude (g = 980.6199 gals.).
 AB6913
 AB6913.The modeled gravity was interpolated from observed gravity values.
 AB6913
 AB6913;                    North         East    Units  Estimated Accuracy
 AB6913;SPC NY W     -   298,590.      312,330.      MT  (+/- 180 meters Scaled)
 AB6913
 AB6913                          SUPERSEDED SURVEY CONTROL
 AB6913
 AB6913.No superseded survey control is available for this station.
 AB6913
 AB6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH603280(NAD 83)
 AB6913_MARKER: DB = BENCH MARK DISK
 AB6913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB6913_STAMPING: 3028 J 1989
 AB6913_MARK LOGO: NOS   
 AB6913_PROJECTION: RECESSED 6 CENTIMETERS
 AB6913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6913_ROD/PIPE-DEPTH: 4.3  meters
 AB6913
 AB6913  HISTORY     - Date     Condition        Report By
 AB6913  HISTORY     - 1989     MONUMENTED       NOS
 AB6913  HISTORY     - 19940707 GOOD             NOS
 AB6913
 AB6913                          STATION DESCRIPTION
 AB6913
 AB6913'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6913'IN STURGEON POINT, APPROXIMATELY 1.4 MILES (2.22 KM) WEST ALONG
 AB6913'STURGEON POINT ROAD FROM THE INTERSECTION OF STURGEON POINT ROAD AND
 AB6913'HIGHWAY NO.  5 AT JERUSALEM CORNERS, ON EAST SIDE OF ROAD BETWEEN THE
 AB6913'ERIE COUNTY WATER TREATMENT PLANT AND THE STURGEON POINT MARINA, 130.0
 AB6913'FEET (39.6 M) NORTH OF POWER POLE NO. NYT217, 57.0 FEET (17.4 M) EAST
 AB6913'OF POWER POLE NO.  631/NYT 218, 20.5 FEET (6.2 M) NORTHEAST OF
 AB6913'CENTERLINE OF STURGEON POINT ROAD, 0.2 FEET (6.1 CM) BELOW GROUND
 AB6913'LEVEL, BEING BRASS DISC CRIMPED TO A STAINLESS STEEL ROD DRIVEN 40
 AB6913'FEET (12.2 M) TO REFUSAL, WITH CONCRETE KICK BLOCK AND 4-INCH PVC
 AB6913'COUPLING FOR ROD ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6915 ***********************************************************************
 AB6915  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6915  DESIGNATION -  906 3028 K
 AB6915  PID         -  AB6915
 AB6915  STATE/COUNTY-  NY/ERIE
 AB6915  USGS QUAD   -  ANGOLA (1960)
 AB6915
 AB6915                         *CURRENT SURVEY CONTROL
 AB6915  ___________________________________________________________________
 AB6915* NAD 83(1986)-  42 41 27.     (N)    079 02 51.     (W)     SCALED    
 AB6915* NAVD 88     -       177.049  (meters)     580.87   (feet)  ADJUSTED  
 AB6915  ___________________________________________________________________
 AB6915  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AB6915  DYNAMIC HT  -         176.998 (meters)     580.70  (feet)  COMP
 AB6915  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 AB6915
 AB6915  VERT ORDER  -  SECOND    CLASS I
 AB6915
 AB6915.The horizontal coordinates were scaled from a topographic map and have
 AB6915.an estimated accuracy of +/- 6 seconds.
 AB6915
 AB6915.The orthometric height was determined by differential leveling
 AB6915.and adjusted by the National Geodetic Survey in January 1997..
 AB6915
 AB6915.This Tidal Bench Mark is designated as VM 12800
 AB6915.by the Center for Operational Oceanographic Products and Services.
 AB6915
 AB6915.The geoid height was determined by GEOID03.
 AB6915
 AB6915.The dynamic height is computed by dividing the NAVD 88
 AB6915.geopotential number by the normal gravity value computed on the
 AB6915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6915.degrees latitude (g = 980.6199 gals.).
 AB6915
 AB6915.The modeled gravity was interpolated from observed gravity values.
 AB6915
 AB6915;                    North         East    Units  Estimated Accuracy
 AB6915;SPC NY W     -   298,930.      311,970.      MT  (+/- 180 meters Scaled)
 AB6915
 AB6915                          SUPERSEDED SURVEY CONTROL
 AB6915
 AB6915.No superseded survey control is available for this station.
 AB6915
 AB6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH599283(NAD 83)
 AB6915_MARKER: DB = BENCH MARK DISK
 AB6915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB6915_SP_SET: BULKHEAD
 AB6915_STAMPING: 3028 K 1989
 AB6915_MARK LOGO: NOS   
 AB6915_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6915
 AB6915  HISTORY     - Date     Condition        Report By
 AB6915  HISTORY     - 1989     MONUMENTED       NOS
 AB6915  HISTORY     - 19940707 GOOD             NOS
 AB6915
 AB6915                          STATION DESCRIPTION
 AB6915
 AB6915'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6915'IN STURGEON POINT, APPROXIMATELY 1.7 MILES (2.70 KM) WEST ALONG
 AB6915'STURGEON POINT ROAD FROM THE INTERSECTIN OF HIGHWAY NO.  5 AND
 AB6915'STURGEON POINT ROAD AT JERUSALEM CORNERS, AT STURGEON POINT MARINA,
 AB6915'127.2 FEET (38.8 M) NORTHWEST OF MOST NORTHWESTERLY POINT OF OCTAGONAL
 AB6915'MARINA STORE, 69.2 FEET (21.1 M) NORTH NORTHEAST OF TOP NORTH FACE OF
 AB6915'STAIRS LEADING TO GAUGE HOUSE CELL, 1.0 FEET (0.3 M) NORTH NORTHEAST
 AB6915'OF MOST SOUTHERLY END OF BULKHEAD, 1.0 FEET (0.3 M) WEST NORTHWEST OF
 AB6915'EAST FACE OF BULKHEAD, 1.2 FEET (0.4 M) ABOVE GROUND LEVEL, BEING
 AB6915'BRASS DISC SET IN TOP OF CONCRETE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0429 ***********************************************************************
 NC0429  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0429  DESIGNATION -  906 3028 KENNEDY USLS
 NC0429  PID         -  NC0429
 NC0429  STATE/COUNTY-  NY/ERIE
 NC0429  USGS QUAD   -  ANGOLA (1960)
 NC0429
 NC0429                         *CURRENT SURVEY CONTROL
 NC0429  ___________________________________________________________________
 NC0429* NAD 83(1986)-  42 41 23.     (N)    079 02 45.     (W)     SCALED    
 NC0429* NAVD 88     -       189.627  (meters)     622.13   (feet)  ADJUSTED  
 NC0429  ___________________________________________________________________
 NC0429  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NC0429  DYNAMIC HT  -         189.573 (meters)     621.96  (feet)  COMP
 NC0429  MODELED GRAV-     980,330.5   (mgal)                       NAVD 88
 NC0429
 NC0429  VERT ORDER  -  FIRST     CLASS 0
 NC0429
 NC0429.The horizontal coordinates were scaled from a topographic map and have
 NC0429.an estimated accuracy of +/- 6 seconds.
 NC0429
 NC0429.The orthometric height was determined by differential leveling
 NC0429.and adjusted by the National Geodetic Survey in June 1991..
 NC0429
 NC0429.This Tidal Bench Mark is designated as VM 12803
 NC0429.by the Center for Operational Oceanographic Products and Services.
 NC0429
 NC0429.The geoid height was determined by GEOID03.
 NC0429
 NC0429.The dynamic height is computed by dividing the NAVD 88
 NC0429.geopotential number by the normal gravity value computed on the
 NC0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0429.degrees latitude (g = 980.6199 gals.).
 NC0429
 NC0429.The modeled gravity was interpolated from observed gravity values.
 NC0429
 NC0429;                    North         East    Units  Estimated Accuracy
 NC0429;SPC NY W     -   298,810.      312,100.      MT  (+/- 180 meters Scaled)
 NC0429
 NC0429                          SUPERSEDED SURVEY CONTROL
 NC0429
 NC0429  NGVD 29 (??/??/92)  189.756  (m)          622.56   (f) ADJ UNCH    1 0
 NC0429
 NC0429.Superseded values are not recommended for survey control.
 NC0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0429.See file dsdata.txt to determine how the superseded data were derived.
 NC0429
 NC0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH600282(NAD 83)
 NC0429_MARKER: Z = SEE DESCRIPTION
 NC0429_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NC0429+WITH SETTING: INTO GROUND
 NC0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0429+STABILITY: SURFACE MOTION
 NC0429
 NC0429  HISTORY     - Date     Condition        Report By
 NC0429  HISTORY     - UNK      MONUMENTED       USLS
 NC0429  HISTORY     - 1970     GOOD             USLS
 NC0429  HISTORY     - 1977     GOOD             NGS
 NC0429
 NC0429                          STATION DESCRIPTION
 NC0429
 NC0429'DESCRIBED BY US LAKE SURVEY 1970
 NC0429'IN STURGEON POINT.
 NC0429'IS AT STURGEON POINT, ERIE COUNTY, NEW YORK, APPROXIMATELY 1.6 MILES
 NC0429'WEST AND NORTHWEST ALONG STURGEON POINT ROAD FROM THE INTERSECTION OF
 NC0429'STURGEON POINT ROAD AND HIGHWAY NO. 5 AT JERUSALEM CORNERS, ABOUT 0.5
 NC0429'MILE NORTHWEST OF Y-INTERSECTION OF LARKIN AND STURGEON POINT ROADS,
 NC0429'IN FRONT OF THE KENNEDY RESIDENCE, 77.1 FEET SOUTHEAST OF UTILITY
 NC0429'POLE, 54.1 FEET NORTHWEST OF UTILITY POLE NO. 223, 53.4 FEET NORTHWEST
 NC0429'OF WEST CORNER OF MOST SOUTHERLY STONE GATE POST, 24 FEET NORTHEAST OF
 NC0429'CENTERLINE OF ROAD, 1.5 FEET SOUTHWEST OF WEST CORNER OF MOST
 NC0429'NORTHERLY STONE GATE POST, 1 1/2 FEET BELOW THE GROUND SURFACE, BEING
 NC0429'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8
 NC0429'FEET LONG.
 NC0429
 NC0429                          STATION RECOVERY (1977)
 NC0429
 NC0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7802 ***********************************************************************
 DE7802  FBN         -  This is a Federal Base Network Control Station.
 DE7802  TIDAL BM    -  This is a Tidal Bench Mark.
 DE7802  DESIGNATION -  906 3028 L
 DE7802  PID         -  DE7802
 DE7802  STATE/COUNTY-  NY/ERIE
 DE7802  USGS QUAD   -  ANGOLA (1960)
 DE7802
 DE7802                         *CURRENT SURVEY CONTROL
 DE7802  ___________________________________________________________________
 DE7802* NAD 83(1996)-  42 41 31.40849(N)    079 02 49.45565(W)     ADJUSTED  
 DE7802* NAVD 88     -       177.0    (meters)     581.     (feet)  GPS OBS   
 DE7802  ___________________________________________________________________
 DE7802  X           -     892,122.646 (meters)                     COMP
 DE7802  Y           -  -4,609,789.240 (meters)                     COMP
 DE7802  Z           -   4,302,516.514 (meters)                     COMP
 DE7802  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 DE7802  ELLIP HEIGHT-         142.11  (meters)          (09/18/02) GPS OBS
 DE7802  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DE7802
 DE7802  HORZ ORDER  -  A
 DE7802  ELLP ORDER  -  FOURTH    CLASS II
 DE7802
 DE7802.The horizontal coordinates were established by GPS observations
 DE7802.and adjusted by the National Geodetic Survey in September 2002..
 DE7802
 DE7802.The orthometric height was determined by GPS observations and a
 DE7802.high-resolution geoid model.
 DE7802
 DE7802.This Tidal Bench Mark is designated as VM 17001
 DE7802.by the Center for Operational Oceanographic Products and Services.
 DE7802
 DE7802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7802
 DE7802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7802
 DE7802.The ellipsoidal height was determined by GPS observations
 DE7802.and is referenced to NAD 83.
 DE7802
 DE7802.The geoid height was determined by GEOID03.
 DE7802
 DE7802;                    North         East     Units Scale Factor Converg.
 DE7802;SPC NY W     -   299,067.234   312,000.435   MT  0.99995526   -0 18 52.0
 DE7802;SPC NY W     -   981,189.75  1,023,621.43   sFT  0.99995526   -0 18 52.0
 DE7802;UTM  17      - 4,728,468.293   659,975.183   MT  0.99991486   +1 19 28.1
 DE7802
 DE7802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7802!SPC NY W     -   0.99997771  x   0.99995526  =   0.99993297
 DE7802!UTM  17      -   0.99997771  x   0.99991486  =   0.99989258
 DE7802
 DE7802                          SUPERSEDED SURVEY CONTROL
 DE7802
 DE7802.No superseded survey control is available for this station.
 DE7802
 DE7802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5997528468(NAD 83)
 DE7802_MARKER: DB = BENCH MARK DISK
 DE7802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7802_SP_SET: CONCRETE SEAWALL BULKHEAD
 DE7802_STAMPING: 3028 L 1997
 DE7802_MARK LOGO: NOS   
 DE7802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7802+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 DE7802
 DE7802  HISTORY     - Date     Condition        Report By
 DE7802  HISTORY     - 1997     MONUMENTED       NOS
 DE7802  HISTORY     - 20010808 GOOD             NGS
 DE7802
 DE7802                          STATION DESCRIPTION
 DE7802
 DE7802'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 DE7802'DESCRIBED BY THE NATIONAL GEODETIC SURVEY 2000 (JED) THE MARK IS AT
 DE7802'STURGEON POINT
 DE7802'MARINA, ERIE COUNTY, NEW YORK APPROXIMATELY 2 MI (3.2 KM) WEST OF THE
 DE7802'INTERSECTION OF
 DE7802'STATE HIGHWAY 5 AND STURGEON PT.  ROAD AT JERUSALEM CORNERS,TO REACH
 DE7802'FROM CENTER
 DE7802'EVANS MUNICIPAL CENTER (TOWN HALL, POLICE, COURT) IN CENTER EVANS, GO
 DE7802'NORTHEAST ON
 DE7802'STATE HIGHWAY 5 FOR 3.  MI (4.8 KM) TO TRAFFIC LIGHT AND STURGEON
 DE7802'POINT RD (STURGEON POINT
 DE7802'MARINA) ON YOUR LEFT, TURN LEFT WEST FOR 1.05 MI (1.69 KM) TO STOP
 DE7802'SIGN, (JUNCTION OF
 DE7802'STURGEON PT RD AND LAKE SHORE) CONTINUE AHEAD ON STURGEON PT.  RD
 DE7802'HEADING NORTHWEST
 DE7802'FOR 0.75 MI (1.21 KM) TO STOP SIGN AND ENTRANCE TO STURGEON PT MARINA,
 DE7802'TURN LEFT ON
 DE7802'ONEWAY ROAD FOR .1MI TO THE SOUTHWEST CORNER OF THE MAINTANENCE
 DE7802'BUILDING, CONTINUE
 DE7802'AHEAD .1 MI (0.2 KM) TO GATE IN FENCE AND GRAVEL ROAD LEADING DOWN
 DE7802'HILL TO MARINA SEAWALL
 DE7802'AND STATION AT THE NORTH END OF A SECTION OF BULKHEAD THAT PROJECTS
 DE7802'NORTH AND SOUTH (
 DE7802'AT THE POINT OF THE BULKHEAD WHERE IT TURNS AND LEADS TO THE
 DE7802'NORTHEAST) THE MARK IS
 DE7802'90.6 M (297.2 FT) NORTH OF THE SOUTH END OF BULKHEAD.  67.8 M (222.4
 DE7802'FT) WSW OF NE END OF
 DE7802'BULKHEAD, 1.3 M (4.3 FT) ABOVE GROUND LEVEL, BEING BRASS DISK SET IN
 DE7802'TOP OF CONCRETE
 DE7802'BULKHEAD.
 DE7802'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0432 ***********************************************************************
 NC0432  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0432  DESIGNATION -  906 3028 PERRY USLS
 NC0432  PID         -  NC0432
 NC0432  STATE/COUNTY-  NY/ERIE
 NC0432  USGS QUAD   -  ANGOLA (1960)
 NC0432
 NC0432                         *CURRENT SURVEY CONTROL
 NC0432  ___________________________________________________________________
 NC0432* NAD 83(1986)-  42 41 22.     (N)    079 02 48.     (W)     SCALED    
 NC0432* NAVD 88     -       188.218  (meters)     617.51   (feet)  ADJUSTED  
 NC0432  ___________________________________________________________________
 NC0432  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NC0432  DYNAMIC HT  -         188.164 (meters)     617.33  (feet)  COMP
 NC0432  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 NC0432
 NC0432  VERT ORDER  -  FIRST     CLASS 0
 NC0432
 NC0432.The horizontal coordinates were scaled from a topographic map and have
 NC0432.an estimated accuracy of +/- 6 seconds.
 NC0432
 NC0432.The orthometric height was determined by differential leveling
 NC0432.and adjusted by the National Geodetic Survey in June 1991..
 NC0432
 NC0432.This Tidal Bench Mark is designated as VM 12804
 NC0432.by the Center for Operational Oceanographic Products and Services.
 NC0432
 NC0432.The geoid height was determined by GEOID03.
 NC0432
 NC0432.The dynamic height is computed by dividing the NAVD 88
 NC0432.geopotential number by the normal gravity value computed on the
 NC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0432.degrees latitude (g = 980.6199 gals.).
 NC0432
 NC0432.The modeled gravity was interpolated from observed gravity values.
 NC0432
 NC0432;                    North         East    Units  Estimated Accuracy
 NC0432;SPC NY W     -   298,780.      312,030.      MT  (+/- 180 meters Scaled)
 NC0432
 NC0432                          SUPERSEDED SURVEY CONTROL
 NC0432
 NC0432  NGVD 29 (??/??/92)  188.347  (m)          617.94   (f) ADJ UNCH    1 0
 NC0432
 NC0432.Superseded values are not recommended for survey control.
 NC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0432.See file dsdata.txt to determine how the superseded data were derived.
 NC0432
 NC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH600281(NAD 83)
 NC0432_MARKER: Z = SEE DESCRIPTION
 NC0432_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NC0432+WITH SETTING: INTO GROUND
 NC0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0432+STABILITY: SURFACE MOTION
 NC0432
 NC0432  HISTORY     - Date     Condition        Report By
 NC0432  HISTORY     - UNK      MONUMENTED       USLS
 NC0432  HISTORY     - 1970     GOOD             USLS
 NC0432  HISTORY     - 1977     GOOD             NGS
 NC0432
 NC0432                          STATION DESCRIPTION
 NC0432
 NC0432'DESCRIBED BY US LAKE SURVEY 1970
 NC0432'IN STURGEON POINT.
 NC0432'IS AT STURGEON POINT, ERIE COUNTY, NEW YORK, APPROXIMATELY 1.7 MILES
 NC0432'WEST AND NORTHWEST ALONG STURGEON POINT ROAD FROM THE INTERSECTION OF
 NC0432'STURGEON POINT ROAD AND HIGHWAY NO. 5 IN JERUSALEM CORNERS, ABOUT 0.5
 NC0432'MILE NORTHWEST OF INTERSECTION OF LARKEN AND STURGEON POINT ROADS, ON
 NC0432'SOUTHWEST SIDE OF ROAD, 53.9 FEET SOUTHEAST OF 30 INCH WILLOW, 53.5
 NC0432'FEET NORTHWEST OF A LAMP POLE, 53.3 FEET SOUTHWEST OF 50 INCH MAPLE,
 NC0432'18.2 FEET WEST OF NORTHERLY CORNER OF PATIO, 6.1 FEET NORTHEAST OF
 NC0432'NORTHEAST CORNER OF BAY, 2.0 FEET NORTHWEST OF NORTH CORNER OF A GRAY
 NC0432'FRAME DWELLING, 1 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 NC0432'ON TOP OF A 5/8-INCH DIAMETER COPPERCOATED STEEL ROD, 8 FEET LONG.
 NC0432
 NC0432                          STATION RECOVERY (1977)
 NC0432
 NC0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0731 ***********************************************************************
 NC0731  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0731  DESIGNATION -  906 3028 SERVAIS
 NC0731  PID         -  NC0731
 NC0731  STATE/COUNTY-  NY/ERIE
 NC0731  USGS QUAD   -  ANGOLA (1960)
 NC0731
 NC0731                         *CURRENT SURVEY CONTROL
 NC0731  ___________________________________________________________________
 NC0731* NAD 83(1986)-  42 41 26.     (N)    079 02 50.     (W)     SCALED    
 NC0731* NAVD 88     -       183.042  (meters)     600.53   (feet)  ADJUSTED  
 NC0731  ___________________________________________________________________
 NC0731  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC0731  DYNAMIC HT  -         182.989 (meters)     600.36  (feet)  COMP
 NC0731  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 NC0731
 NC0731  VERT ORDER  -  FIRST     CLASS 0
 NC0731
 NC0731.The horizontal coordinates were scaled from a topographic map and have
 NC0731.an estimated accuracy of +/- 6 seconds.
 NC0731
 NC0731.The orthometric height was determined by differential leveling
 NC0731.and adjusted by the National Geodetic Survey in June 1991..
 NC0731
 NC0731.This Tidal Bench Mark is designated as VM 12801
 NC0731.by the Center for Operational Oceanographic Products and Services.
 NC0731
 NC0731.The geoid height was determined by GEOID03.
 NC0731
 NC0731.The dynamic height is computed by dividing the NAVD 88
 NC0731.geopotential number by the normal gravity value computed on the
 NC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0731.degrees latitude (g = 980.6199 gals.).
 NC0731
 NC0731.The modeled gravity was interpolated from observed gravity values.
 NC0731
 NC0731;                    North         East    Units  Estimated Accuracy
 NC0731;SPC NY W     -   298,900.      311,990.      MT  (+/- 180 meters Scaled)
 NC0731
 NC0731                          SUPERSEDED SURVEY CONTROL
 NC0731
 NC0731  NGVD 29 (??/??/92)  183.171  (m)          600.95   (f) ADJ UNCH    1 0
 NC0731
 NC0731.Superseded values are not recommended for survey control.
 NC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0731.See file dsdata.txt to determine how the superseded data were derived.
 NC0731
 NC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH599283(NAD 83)
 NC0731_MARKER: Z = SEE DESCRIPTION
 NC0731_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NC0731+WITH SETTING: INFORMATION.
 NC0731_SP_SET: SHALLOW SET METAL ROD
 NC0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0731
 NC0731  HISTORY     - Date     Condition        Report By
 NC0731  HISTORY     - 1973     MONUMENTED       NOS
 NC0731  HISTORY     - 1977     GOOD             NGS
 NC0731  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 NC0731
 NC0731                          STATION DESCRIPTION
 NC0731
 NC0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0731'IN STURGEON POINT.
 NC0731'FROM WATER LEVELS BRANCH DESCRIPTION--IN STURGEON POINT,
 NC0731'APPROXIMATELY 1.7 MILES WEST AND NORTHWEST ALONG STURGEON POINT ROAD
 NC0731'FROM THE INTERSECTION OF STURGEON POINT ROAD AND HIGHWAY NUMBER 5 AT
 NC0731'JERUSALEM CORNERS, ABOUT 0.5 MILE NORTHWEST OF Y-INTERSECTION OF
 NC0731'LARKIN AND STURGEON POINT ROADS, 87.8 FEET NORTHEAST OF FIRE PLUG,
 NC0731'84.2 FEET SOUTH OF MOST SOUTHERLY 1/2 X 1/2 X 4-FOOT HIGH CONCRETE
 NC0731'POST, 81.1 FEET EAST OF NORTHWEST CORNER OF RECREATION BUILDING, 22
 NC0731'FEET EAST OF CENTERLINE OF STURGEON POINT ROAD, 1.1 FEET SOUTHEAST OF
 NC0731'UTILITY POLE NUMBER NM 73-NYT 228, 0.25 FOOT BELOW THE GROUND SURFACE,
 NC0731'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 NC0731'ROD, 9 FEET LONG.
 NC0731
 NC0731                          STATION RECOVERY (1994)
 NC0731
 NC0731'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0431 ***********************************************************************
 NC0431  DESIGNATION -  906 3028 STURGEON USLS
 NC0431  PID         -  NC0431
 NC0431  STATE/COUNTY-  NY/ERIE
 NC0431  USGS QUAD   -  ANGOLA (1960)
 NC0431
 NC0431                         *CURRENT SURVEY CONTROL
 NC0431  ___________________________________________________________________
 NC0431* NAD 83(1986)-  42 41 28.     (N)    079 02 52.     (W)     SCALED    
 NC0431* NAVD 88     -       177.988  (meters)     583.95   (feet)  ADJUSTED  
 NC0431  ___________________________________________________________________
 NC0431  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC0431  DYNAMIC HT  -         177.937 (meters)     583.78  (feet)  COMP
 NC0431  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 NC0431
 NC0431  VERT ORDER  -  FIRST     CLASS 0
 NC0431
 NC0431.The horizontal coordinates were scaled from a topographic map and have
 NC0431.an estimated accuracy of +/- 6 seconds.
 NC0431
 NC0431.The orthometric height was determined by differential leveling
 NC0431.and adjusted by the National Geodetic Survey in June 1991..
 NC0431
 NC0431.The geoid height was determined by GEOID03.
 NC0431
 NC0431.The dynamic height is computed by dividing the NAVD 88
 NC0431.geopotential number by the normal gravity value computed on the
 NC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0431.degrees latitude (g = 980.6199 gals.).
 NC0431
 NC0431.The modeled gravity was interpolated from observed gravity values.
 NC0431
 NC0431;                    North         East    Units  Estimated Accuracy
 NC0431;SPC NY W     -   298,960.      311,940.      MT  (+/- 180 meters Scaled)
 NC0431
 NC0431                          SUPERSEDED SURVEY CONTROL
 NC0431
 NC0431  NGVD 29 (??/??/92)  178.117  (m)          584.37   (f) ADJ UNCH    1 0
 NC0431
 NC0431.Superseded values are not recommended for survey control.
 NC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0431.See file dsdata.txt to determine how the superseded data were derived.
 NC0431
 NC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH599283(NAD 83)
 NC0431_MARKER: Z = SEE DESCRIPTION
 NC0431_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NC0431+WITH SETTING: INTO GROUND
 NC0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0431+STABILITY: SURFACE MOTION
 NC0431
 NC0431  HISTORY     - Date     Condition        Report By
 NC0431  HISTORY     - UNK      MONUMENTED       USLS
 NC0431  HISTORY     - 1970     GOOD             USLS
 NC0431  HISTORY     - 1977     GOOD             NGS
 NC0431
 NC0431                          STATION DESCRIPTION
 NC0431
 NC0431'DESCRIBED BY US LAKE SURVEY 1970
 NC0431'IN STURGEON POINT.
 NC0431'IS AT STURGEON POINT, ERIE COUNTY, NEW YORK, APPROXIMATELY 1.9 MILES
 NC0431'WEST AND NORTHWEST ALONG STURGEON POINT ROAD FROM THE INTERSECTION OF
 NC0431'STURGEON POINT ROAD AND HIGHWAY NO. 5 AT JERUSALEM CORNERS, 113.4 FEET
 NC0431'NORTHERLY OF NORTHWEST CORNER OF A 2 1/2 X 2 1/2 X 6 FOOT STONE GATE
 NC0431'POST ON SOUTH SIDE OF ROAD 82.9 FEET NORTHEAST OF A 18 INCH POPLAR,
 NC0431'74.8 FEET NORTHWEST OF NORTHEAST CORNER OF A 20 X 30 FOOT CEMENT BLOCK
 NC0431'BUILDING, 73.9 FEET NORTHWEST OF A 30 INCH OAK, 20.2 FEET SOUTHEAST OF
 NC0431'NORTHEAST CORNER, 19.4 FEET SOUTHEAST OF SOUTHWEST CORNER AND 13.0
 NC0431'FEET SOUTHEAST OF SOUTHEAST CORNER OF 6 FOOT SQUARE GAGE HOUSE, 2 FEET
 NC0431'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 NC0431'STEEL PLUG ON TOP OF 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 18 FEET
 NC0431'LONG.  THE PIPE IS ENCASED IN A 1 INCH DIAMETER STEEL PIPE AND THE
 NC0431'MARK IS PROTECTED BY A 6 INCH DIAMETER CONCRETE PIPE, WITH COGER 1 1/2
 NC0431'FEET BELOW THE GROUND SURFACE.
 NC0431
 NC0431                          STATION RECOVERY (1977)
 NC0431
 NC0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0430 ***********************************************************************
 NC0430  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0430  DESIGNATION -  906 3028 WATER
 NC0430  PID         -  NC0430
 NC0430  STATE/COUNTY-  NY/ERIE
 NC0430  USGS QUAD   -  ANGOLA (1960)
 NC0430
 NC0430                         *CURRENT SURVEY CONTROL
 NC0430  ___________________________________________________________________
 NC0430* NAD 83(1986)-  42 41 05.     (N)    079 02 18.     (W)     SCALED    
 NC0430* NAVD 88     -       197.608  (meters)     648.32   (feet)  ADJUSTED  
 NC0430  ___________________________________________________________________
 NC0430  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC0430  DYNAMIC HT  -         197.551 (meters)     648.13  (feet)  COMP
 NC0430  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 NC0430
 NC0430  VERT ORDER  -  FIRST     CLASS 0
 NC0430
 NC0430.The horizontal coordinates were scaled from a topographic map and have
 NC0430.an estimated accuracy of +/- 6 seconds.
 NC0430
 NC0430.The orthometric height was determined by differential leveling
 NC0430.and adjusted by the National Geodetic Survey in June 1991..
 NC0430
 NC0430.This Tidal Bench Mark is designated as VM 12796
 NC0430.by the Center for Operational Oceanographic Products and Services.
 NC0430
 NC0430.The geoid height was determined by GEOID03.
 NC0430
 NC0430.The dynamic height is computed by dividing the NAVD 88
 NC0430.geopotential number by the normal gravity value computed on the
 NC0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0430.degrees latitude (g = 980.6199 gals.).
 NC0430
 NC0430.The modeled gravity was interpolated from observed gravity values.
 NC0430
 NC0430;                    North         East    Units  Estimated Accuracy
 NC0430;SPC NY W     -   298,250.      312,710.      MT  (+/- 180 meters Scaled)
 NC0430
 NC0430                          SUPERSEDED SURVEY CONTROL
 NC0430
 NC0430  NGVD 29 (06/03/92)  197.737  (m)          648.74   (f) ADJUSTED    1 0
 NC0430
 NC0430.Superseded values are not recommended for survey control.
 NC0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0430.See file dsdata.txt to determine how the superseded data were derived.
 NC0430
 NC0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH607276(NAD 83)
 NC0430_MARKER: I = METAL ROD
 NC0430_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NC0430_MARK LOGO: NONE  
 NC0430_PROJECTION: RECESSED 46 CENTIMETERS
 NC0430_MAGNETIC: I = MARKER IS A STEEL ROD
 NC0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0430+STABILITY: POSITION/ELEVATION WELL
 NC0430_ROD/PIPE-DEPTH: 5.8  meters
 NC0430_SLEEVE-DEPTH  : 1.0 meters
 NC0430
 NC0430  HISTORY     - Date     Condition        Report By
 NC0430  HISTORY     - 1968     MONUMENTED       USLS
 NC0430  HISTORY     - 1970     GOOD             USLS
 NC0430  HISTORY     - 1977     GOOD             NGS
 NC0430  HISTORY     - 1983     GOOD             NGS
 NC0430  HISTORY     - 19940707 GOOD             NOS
 NC0430
 NC0430                          STATION DESCRIPTION
 NC0430
 NC0430'DESCRIBED BY US LAKE SURVEY 1970
 NC0430'IN STURGEON POINT.
 NC0430'IS AT STURGEON POINT, ERIE COUNTY, NEW YORK, APPROXIMATELY 1.2 MILES
 NC0430'WEST AND NORTHWEST ALONG STURGEON POINT ROAD FROM THE INTERSECTION OF
 NC0430'STURGEON POINT ROAD AND HIGHWAY NO. 5 AT JERUSALEM CORNERS, AT
 NC0430'ENTRANCE TO ERIE COUNTY WATER AUTHORITY, 215 FEET NORTHWEST OF
 NC0430'Y-INTERSECTION OF STURGEON POINT ROAD AND LARKIN ROAD, 58.4 FEET SOUTH
 NC0430'OF SOUTH CORNER OF FIRST LAMP POLE NORTH OF GATE, 49 FEET NORTHEAST OF
 NC0430'CENTERLINE OF STURGEON POINT ROAD, 28.2 FEET SOUTHEAST OF 8-INCH
 NC0430'DIAMETER STEEL SIGN POST, 22.4 FEET NORTHWEST OF SOUTH FENCE CORNER,
 NC0430'14 FEET SOUTHEAST OF ENTRANCE DRIVE, 8.9 FEET SOUTHERLY OF 8-INCH
 NC0430'DIAMETER STEEL SIGN POST, 6.0 FEET NORTHWEST OF 2-INCH LOCUST, 2 FEET
 NC0430'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 NC0430'STEEL PLUG ON TOP OF 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 19 FEET
 NC0430'LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE
 NC0430'MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER 1 1/2
 NC0430'FEET BELOW THE GROUND SURFACE.
 NC0430
 NC0430                          STATION RECOVERY (1977)
 NC0430
 NC0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0430'RECOVERED IN GOOD CONDITION.
 NC0430
 NC0430                          STATION RECOVERY (1983)
 NC0430
 NC0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0430'RECOVERED IN GOOD CONDITION.
 NC0430
 NC0430                          STATION RECOVERY (1994)
 NC0430
 NC0430'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NC0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0882 ***********************************************************************
 NC0882  DESIGNATION -  906 3029 BRIDGE USLS
 NC0882  PID         -  NC0882
 NC0882  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0882  USGS QUAD   -  DUNKIRK (1979)
 NC0882
 NC0882                         *CURRENT SURVEY CONTROL
 NC0882  ___________________________________________________________________
 NC0882* NAD 83(1986)-  42 29 06.     (N)    079 20 05.     (W)     SCALED    
 NC0882* NAVD 88     -       180.794  (meters)     593.15   (feet)  ADJUSTED  
 NC0882  ___________________________________________________________________
 NC0882  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0882  DYNAMIC HT  -         180.737 (meters)     592.97  (feet)  COMP
 NC0882  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 NC0882
 NC0882  VERT ORDER  -  FIRST     CLASS II
 NC0882
 NC0882.The horizontal coordinates were scaled from a topographic map and have
 NC0882.an estimated accuracy of +/- 6 seconds.
 NC0882
 NC0882.The orthometric height was determined by differential leveling
 NC0882.and adjusted by the National Geodetic Survey in November 1993..
 NC0882
 NC0882.The geoid height was determined by GEOID03.
 NC0882
 NC0882.The dynamic height is computed by dividing the NAVD 88
 NC0882.geopotential number by the normal gravity value computed on the
 NC0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0882.degrees latitude (g = 980.6199 gals.).
 NC0882
 NC0882.The modeled gravity was interpolated from observed gravity values.
 NC0882
 NC0882;                    North         East    Units  Estimated Accuracy
 NC0882;SPC NY W     -   276,240.      288,230.      MT  (+/- 180 meters Scaled)
 NC0882
 NC0882                          SUPERSEDED SURVEY CONTROL
 NC0882
 NC0882  NAVD 88 (06/15/91)  180.799  (m)          593.17   (f) UNKNOWN     1 2
 NC0882  NGVD 29 (06/03/92)  180.938  (m)          593.63   (f) ADJUSTED    1 2
 NC0882
 NC0882.Superseded values are not recommended for survey control.
 NC0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0882.See file dsdata.txt to determine how the superseded data were derived.
 NC0882
 NC0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH368049(NAD 83)
 NC0882_MARKER: DD = SURVEY DISK
 NC0882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0882_SP_SET: ABUTMENT
 NC0882_STAMPING: BRIDGE 1955
 NC0882_MARK LOGO: USLS  
 NC0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0882
 NC0882  HISTORY     - Date     Condition        Report By
 NC0882  HISTORY     - 1955     MONUMENTED       USLS
 NC0882  HISTORY     - 1983     GOOD             NGS
 NC0882
 NC0882                          STATION DESCRIPTION
 NC0882
 NC0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0882'IN DUNKIRK.
 NC0882'IN DUNKIRK, ALONG CENTRAL AVENUE, SET VERTICALLY IN THE WEST FACE OF
 NC0882'THE EAST ABUTMENT OF THE CONRAIL RAILROAD OVERPASS BRIDGE, 7.62 METERS
 NC0882'(25.0 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 NC0882'THE MARK IS 1.2 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0881 ***********************************************************************
 NC0881  DESIGNATION -  906 3029 MARK USLS
 NC0881  PID         -  NC0881
 NC0881  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0881  USGS QUAD   -  DUNKIRK (1979)
 NC0881
 NC0881                         *CURRENT SURVEY CONTROL
 NC0881  ___________________________________________________________________
 NC0881* NAD 83(1986)-  42 29 14.     (N)    079 20 09.     (W)     SCALED    
 NC0881* NAVD 88     -       178.211  (meters)     584.68   (feet)  ADJUSTED  
 NC0881  ___________________________________________________________________
 NC0881  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0881  DYNAMIC HT  -         178.155 (meters)     584.50  (feet)  COMP
 NC0881  MODELED GRAV-     980,301.9   (mgal)                       NAVD 88
 NC0881
 NC0881  VERT ORDER  -  FIRST     CLASS II
 NC0881
 NC0881.The horizontal coordinates were scaled from a topographic map and have
 NC0881.an estimated accuracy of +/- 6 seconds.
 NC0881
 NC0881.The orthometric height was determined by differential leveling
 NC0881.and adjusted by the National Geodetic Survey in November 1993..
 NC0881
 NC0881.The geoid height was determined by GEOID03.
 NC0881
 NC0881.The dynamic height is computed by dividing the NAVD 88
 NC0881.geopotential number by the normal gravity value computed on the
 NC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0881.degrees latitude (g = 980.6199 gals.).
 NC0881
 NC0881.The modeled gravity was interpolated from observed gravity values.
 NC0881
 NC0881;                    North         East    Units  Estimated Accuracy
 NC0881;SPC NY W     -   276,490.      288,140.      MT  (+/- 180 meters Scaled)
 NC0881
 NC0881                          SUPERSEDED SURVEY CONTROL
 NC0881
 NC0881  NAVD 88 (06/15/91)  178.216  (m)          584.70   (f) UNKNOWN     1 2
 NC0881  NGVD 29 (06/03/92)  178.355  (m)          585.15   (f) ADJUSTED    1 2
 NC0881
 NC0881.Superseded values are not recommended for survey control.
 NC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0881.See file dsdata.txt to determine how the superseded data were derived.
 NC0881
 NC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH367052(NAD 83)
 NC0881_MARKER: I = METAL ROD
 NC0881_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 NC0881_SP_SET: UNSPECIFIED DEEP
 NC0881_MARK LOGO: USLS  
 NC0881_PROJECTION: FLUSH
 NC0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0881+STABILITY: SURFACE MOTION
 NC0881_ROD/PIPE-DEPTH: 4.9  meters
 NC0881
 NC0881  HISTORY     - Date     Condition        Report By
 NC0881  HISTORY     - 1967     MONUMENTED       USLS
 NC0881  HISTORY     - 1983     GOOD             NGS
 NC0881
 NC0881                          STATION DESCRIPTION
 NC0881
 NC0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0881'IN DUNKIRK.
 NC0881'IN DUNKIRK, IN THE NORTHWEST ANGLE OF LAKE SHORE DRIVE AND CENTRAL
 NC0881'AVENUE, ON THE PROPERTY OF THE MARKS RESTAURANT, 1.16 METERS (3.8 FT)
 NC0881'NORTHWEST OF THE 10-INCH METAL POLE SUPPORTING THE RESTAURANTS SIGN,
 NC0881'1.13 METERS (3.7 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 NC0881'0.24 METER (0.8 FT) NORTH OF AN ARROW CUT IN THE SOUTH CONCRETE
 NC0881'CURBING OF A SHRUB BED.
 NC0881'THE MARK IS 0.07 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0883 ***********************************************************************
 NC0883  DESIGNATION -  906 3029 WL 119 USLS
 NC0883  PID         -  NC0883
 NC0883  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0883  USGS QUAD   -  DUNKIRK (1979)
 NC0883
 NC0883                         *CURRENT SURVEY CONTROL
 NC0883  ___________________________________________________________________
 NC0883* NAD 83(1986)-  42 29 00.     (N)    079 20 03.     (W)     SCALED    
 NC0883* NAVD 88     -       183.344  (meters)     601.52   (feet)  ADJUSTED  
 NC0883  ___________________________________________________________________
 NC0883  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NC0883  DYNAMIC HT  -         183.286 (meters)     601.33  (feet)  COMP
 NC0883  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NC0883
 NC0883  VERT ORDER  -  FIRST     CLASS II
 NC0883
 NC0883.The horizontal coordinates were scaled from a topographic map and have
 NC0883.an estimated accuracy of +/- 6 seconds.
 NC0883
 NC0883.The orthometric height was determined by differential leveling
 NC0883.and adjusted by the National Geodetic Survey in November 1993..
 NC0883
 NC0883.The geoid height was determined by GEOID03.
 NC0883
 NC0883.The dynamic height is computed by dividing the NAVD 88
 NC0883.geopotential number by the normal gravity value computed on the
 NC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0883.degrees latitude (g = 980.6199 gals.).
 NC0883
 NC0883.The modeled gravity was interpolated from observed gravity values.
 NC0883
 NC0883;                    North         East    Units  Estimated Accuracy
 NC0883;SPC NY W     -   276,050.      288,270.      MT  (+/- 180 meters Scaled)
 NC0883
 NC0883                          SUPERSEDED SURVEY CONTROL
 NC0883
 NC0883  NAVD 88 (06/15/91)  183.349  (m)          601.54   (f) UNKNOWN     1 2
 NC0883  NGVD 29 (06/03/92)  183.488  (m)          601.99   (f) ADJUSTED    1 2
 NC0883
 NC0883.Superseded values are not recommended for survey control.
 NC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0883.See file dsdata.txt to determine how the superseded data were derived.
 NC0883
 NC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH369047(NAD 83)
 NC0883_MARKER: DD = SURVEY DISK
 NC0883_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NC0883_SP_SET: FOUNDATION WALL
 NC0883_STAMPING: WL 119 1935 MCK
 NC0883_MARK LOGO: USLS  
 NC0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0883+STABILITY: SURFACE MOTION
 NC0883
 NC0883  HISTORY     - Date     Condition        Report By
 NC0883  HISTORY     - 1935     MONUMENTED       USLS
 NC0883  HISTORY     - 1983     GOOD             NGS
 NC0883
 NC0883                          STATION DESCRIPTION
 NC0883
 NC0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0883'IN DUNKIRK.
 NC0883'IN DUNKIRK, IN THE NORTHEAST ANGLE OF CENTRAL AVENUE AND FOURTH
 NC0883'STREET, SET VERTICALLY IN THE WEST FACE OF THE CITY HALL, 7.86 METERS
 NC0883'(25.8 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 0.21 METER
 NC0883'(0.7 FT) NORTH OF THE NORTH FACE OF THE NORTH ONE OF FOUR COLUMNS AT
 NC0883'THE ENTRANCE TO THE BUILDING.
 NC0883'THE MARK IS 1.4 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0859 ***********************************************************************
 NC0859  DESIGNATION -  906 3032 6601 USE
 NC0859  PID         -  NC0859
 NC0859  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0859  USGS QUAD   -  WESTFIELD (1954)
 NC0859
 NC0859                         *CURRENT SURVEY CONTROL
 NC0859  ___________________________________________________________________
 NC0859* NAD 83(1986)-  42 20 35.     (N)    079 35 49.     (W)     SCALED    
 NC0859* NAVD 88     -       176.288  (meters)     578.37   (feet)  ADJUSTED  
 NC0859  ___________________________________________________________________
 NC0859  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0859  DYNAMIC HT  -         176.229 (meters)     578.18  (feet)  COMP
 NC0859  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 NC0859
 NC0859  VERT ORDER  -  FIRST     CLASS II
 NC0859
 NC0859.The horizontal coordinates were scaled from a topographic map and have
 NC0859.an estimated accuracy of +/- 6 seconds.
 NC0859
 NC0859.The orthometric height was determined by differential leveling
 NC0859.and adjusted by the National Geodetic Survey in November 1993..
 NC0859
 NC0859.The geoid height was determined by GEOID03.
 NC0859
 NC0859.The dynamic height is computed by dividing the NAVD 88
 NC0859.geopotential number by the normal gravity value computed on the
 NC0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0859.degrees latitude (g = 980.6199 gals.).
 NC0859
 NC0859.The modeled gravity was interpolated from observed gravity values.
 NC0859
 NC0859;                    North         East    Units  Estimated Accuracy
 NC0859;SPC NY W     -   260,700.      266,480.      MT  (+/- 180 meters Scaled)
 NC0859
 NC0859                          SUPERSEDED SURVEY CONTROL
 NC0859
 NC0859  NAVD 88 (06/15/91)  176.290  (m)          578.38   (f) UNKNOWN     1 2
 NC0859  NGVD 29 (06/03/92)  176.445  (m)          578.89   (f) ADJUSTED    1 2
 NC0859
 NC0859.Superseded values are not recommended for survey control.
 NC0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0859.See file dsdata.txt to determine how the superseded data were derived.
 NC0859
 NC0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG155888(NAD 83)
 NC0859_MARKER: DD = SURVEY DISK
 NC0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0859_SP_SET: CONCRETE PIER
 NC0859_STAMPING: 6601 74
 NC0859_MARK LOGO: USE   
 NC0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0859+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 NC0859
 NC0859  HISTORY     - Date     Condition        Report By
 NC0859  HISTORY     - 1974     MONUMENTED       USE
 NC0859  HISTORY     - 1983     GOOD             NGS
 NC0859  HISTORY     - 20041104 GOOD             USPSQD
 NC0859  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 NC0859
 NC0859                          STATION DESCRIPTION
 NC0859
 NC0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0859'IN BARCELONA.
 NC0859'IN BARCELONA, IN THE FIRST CONCRETE CIRCLE FORMED BY THE STEEL PILING
 NC0859'OF THE WEST BREAKWALL OF THE HARBOR, 4.54 METERS (14.9 FT) NORTH OF
 NC0859'THE SOUTH END OF THE BREAKWALL, 4.60 METERS (15.1 FT) WEST OF THE EAST
 NC0859'EDGE OF THE BREAKWALL.
 NC0859'THE MARK IS ABOVE LEVEL WITH BREAKWALL.
 NC0859
 NC0859                          STATION RECOVERY (2004)
 NC0859
 NC0859'RECOVERY NOTE BY US POWER SQUADRON 2004 (WR)
 NC0859'RECOVERED IN GOOD CONDITION.
 NC0859
 NC0859                          STATION RECOVERY (2006)
 NC0859
 NC0859'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0854 ***********************************************************************
 NC0854  DESIGNATION -  906 3032 F
 NC0854  PID         -  NC0854
 NC0854  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0854  USGS QUAD   -  WESTFIELD (1954)
 NC0854
 NC0854                         *CURRENT SURVEY CONTROL
 NC0854  ___________________________________________________________________
 NC0854* NAD 83(1986)-  42 20 24.     (N)    079 35 45.     (W)     SCALED    
 NC0854* NAVD 88     -       186.330  (meters)     611.32   (feet)  ADJUSTED  
 NC0854  ___________________________________________________________________
 NC0854  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NC0854  DYNAMIC HT  -         186.267 (meters)     611.11  (feet)  COMP
 NC0854  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 NC0854
 NC0854  VERT ORDER  -  FIRST     CLASS II
 NC0854
 NC0854.The horizontal coordinates were scaled from a topographic map and have
 NC0854.an estimated accuracy of +/- 6 seconds.
 NC0854
 NC0854.The orthometric height was determined by differential leveling
 NC0854.and adjusted by the National Geodetic Survey in November 1993..
 NC0854
 NC0854.The geoid height was determined by GEOID03.
 NC0854
 NC0854.The dynamic height is computed by dividing the NAVD 88
 NC0854.geopotential number by the normal gravity value computed on the
 NC0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0854.degrees latitude (g = 980.6199 gals.).
 NC0854
 NC0854.The modeled gravity was interpolated from observed gravity values.
 NC0854
 NC0854;                    North         East    Units  Estimated Accuracy
 NC0854;SPC NY W     -   260,350.      266,570.      MT  (+/- 180 meters Scaled)
 NC0854
 NC0854                          SUPERSEDED SURVEY CONTROL
 NC0854
 NC0854  NAVD 88 (06/15/91)  186.332  (m)          611.32   (f) UNKNOWN     1 2
 NC0854  NGVD 29 (06/03/92)  186.487  (m)          611.83   (f) ADJUSTED    1 2
 NC0854
 NC0854.Superseded values are not recommended for survey control.
 NC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0854.See file dsdata.txt to determine how the superseded data were derived.
 NC0854
 NC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG156884(NAD 83)
 NC0854_MARKER: DD = SURVEY DISK
 NC0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0854_SP_SET: BLOCK WALL
 NC0854_STAMPING: 3032 F 1982
 NC0854_MARK LOGO: NOS   
 NC0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0854+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 NC0854
 NC0854  HISTORY     - Date     Condition        Report By
 NC0854  HISTORY     - 1982     MONUMENTED       NOS
 NC0854  HISTORY     - 1983     GOOD             NGS
 NC0854  HISTORY     - 1989     GOOD             USPSQD
 NC0854  HISTORY     - 19991115 GOOD             USPSQD
 NC0854  HISTORY     - 20020616 GOOD             INDIV
 NC0854  HISTORY     - 20041104 GOOD             USPSQD
 NC0854  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 NC0854
 NC0854                          STATION DESCRIPTION
 NC0854
 NC0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0854'IN BARCELONA.
 NC0854'IN BARCELONA, ON THE PROPERTY OF THE BARCELONA MARKET, SET VERTICALLY
 NC0854'IN THE SOUTHWEST FACE OF THE BLOCK BUILDING, 29.56 METERS (97.0 FT)
 NC0854'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 5, 15.54 METERS (51.0 FT)
 NC0854'NORTHEAST OF THE CENTER OF MAIN STREET, 4.45 METERS (14.6 FT)
 NC0854'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING.
 NC0854'THE MARK IS 1.25 M ABOVE PARKING LOT.
 NC0854
 NC0854                          STATION RECOVERY (1989)
 NC0854
 NC0854'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCD)
 NC0854'RECOVERED IN GOOD CONDITION.
 NC0854
 NC0854                          STATION RECOVERY (1999)
 NC0854
 NC0854'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0854'RECOVERED IN GOOD CONDITION.
 NC0854
 NC0854                          STATION RECOVERY (2002)
 NC0854
 NC0854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJH)
 NC0854'RECOVERED IN GOOD CONDITION.
 NC0854
 NC0854                          STATION RECOVERY (2004)
 NC0854
 NC0854'RECOVERY NOTE BY US POWER SQUADRON 2004 (WR)
 NC0854'IN THE DESCRIPTION THE NAME OF THE PROPERTY IS NOW THE MARKET CAFE
 NC0854
 NC0854                          STATION RECOVERY (2006)
 NC0854
 NC0854'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0857 ***********************************************************************
 NC0857  DESIGNATION -  906 3032 MONROE A USLS
 NC0857  PID         -  NC0857
 NC0857  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0857  USGS QUAD   -  WESTFIELD (1954)
 NC0857
 NC0857                         *CURRENT SURVEY CONTROL
 NC0857  ___________________________________________________________________
 NC0857* NAD 83(1986)-  42 20 30.     (N)    079 35 51.     (W)     SCALED    
 NC0857* NAVD 88     -       178.928  (meters)     587.03   (feet)  ADJUSTED  
 NC0857  ___________________________________________________________________
 NC0857  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0857  DYNAMIC HT  -         178.868 (meters)     586.84  (feet)  COMP
 NC0857  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 NC0857
 NC0857  VERT ORDER  -  FIRST     CLASS II
 NC0857
 NC0857.The horizontal coordinates were scaled from a topographic map and have
 NC0857.an estimated accuracy of +/- 6 seconds.
 NC0857
 NC0857.The orthometric height was determined by differential leveling
 NC0857.and adjusted by the National Geodetic Survey in November 1993..
 NC0857
 NC0857.The geoid height was determined by GEOID03.
 NC0857
 NC0857.The dynamic height is computed by dividing the NAVD 88
 NC0857.geopotential number by the normal gravity value computed on the
 NC0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0857.degrees latitude (g = 980.6199 gals.).
 NC0857
 NC0857.The modeled gravity was interpolated from observed gravity values.
 NC0857
 NC0857;                    North         East    Units  Estimated Accuracy
 NC0857;SPC NY W     -   260,540.      266,430.      MT  (+/- 180 meters Scaled)
 NC0857
 NC0857                          SUPERSEDED SURVEY CONTROL
 NC0857
 NC0857  NAVD 88 (06/15/91)  178.930  (m)          587.04   (f) UNKNOWN     1 2
 NC0857  NGVD 29 (06/03/92)  179.085  (m)          587.55   (f) ADJUSTED    1 2
 NC0857
 NC0857.Superseded values are not recommended for survey control.
 NC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0857.See file dsdata.txt to determine how the superseded data were derived.
 NC0857
 NC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG155886(NAD 83)
 NC0857_MARKER: DD = SURVEY DISK
 NC0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0857_SP_SET: BLOCKWALL
 NC0857_STAMPING: MONROE CBF 1958 U.S. LAKE SURVEY
 NC0857_MARK LOGO: USLS  
 NC0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0857+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0857
 NC0857  HISTORY     - Date     Condition        Report By
 NC0857  HISTORY     - 1958     MONUMENTED       USLS
 NC0857  HISTORY     - 1983     GOOD             NGS
 NC0857  HISTORY     - 19950821 GOOD             FA
 NC0857  HISTORY     - 19991115 GOOD             USPSQD
 NC0857  HISTORY     - 20041104 GOOD             USPSQD
 NC0857  HISTORY     - 20060429 GOOD             GEOCAC
 NC0857
 NC0857                          STATION DESCRIPTION
 NC0857
 NC0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0857'IN BARCELONA.
 NC0857'IN BARCELONA, SET VERTICALLY IN THE BLOCK BUILDING OF THE WESTFIELD
 NC0857'FISHERIES, 0.18 METER (0.6 FT) NORTHWEST OF THE EAST CORNER OF THE
 NC0857'BUILDING.
 NC0857'THE MARK IS 1.20 M ABOVE GROUND.
 NC0857
 NC0857                          STATION RECOVERY (1995)
 NC0857
 NC0857'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 NC0857'BLOCK BUILDING IS COVERED WITH A WOOD SIDING.  STILL IS WESTFIELD
 NC0857'FISHERIES.  THERE IS A CUT OUT CIRCLE THAT CAN BE REMOVED AT TIME OF
 NC0857'NEED.
 NC0857
 NC0857                          STATION RECOVERY (1999)
 NC0857
 NC0857'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0857'RECOVERED IN GOOD CONDITION.
 NC0857
 NC0857                          STATION RECOVERY (2004)
 NC0857
 NC0857'RECOVERY NOTE BY US POWER SQUADRON 2004 (WR)
 NC0857'RECOVERED IN GOOD CONDITION.
 NC0857
 NC0857                          STATION RECOVERY (2006)
 NC0857
 NC0857'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0855 ***********************************************************************
 NC0855  DESIGNATION -  906 3032 VACANT USLS
 NC0855  PID         -  NC0855
 NC0855  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0855  USGS QUAD   -  WESTFIELD (1954)
 NC0855
 NC0855                         *CURRENT SURVEY CONTROL
 NC0855  ___________________________________________________________________
 NC0855* NAD 83(1986)-  42 20 28.     (N)    079 35 48.     (W)     SCALED    
 NC0855* NAVD 88     -       183.324  (meters)     601.46   (feet)  ADJUSTED  
 NC0855  ___________________________________________________________________
 NC0855  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0855  DYNAMIC HT  -         183.262 (meters)     601.25  (feet)  COMP
 NC0855  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 NC0855
 NC0855  VERT ORDER  -  FIRST     CLASS II
 NC0855
 NC0855.The horizontal coordinates were scaled from a topographic map and have
 NC0855.an estimated accuracy of +/- 6 seconds.
 NC0855
 NC0855.The orthometric height was determined by differential leveling
 NC0855.and adjusted by the National Geodetic Survey in November 1993..
 NC0855
 NC0855.The geoid height was determined by GEOID03.
 NC0855
 NC0855.The dynamic height is computed by dividing the NAVD 88
 NC0855.geopotential number by the normal gravity value computed on the
 NC0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0855.degrees latitude (g = 980.6199 gals.).
 NC0855
 NC0855.The modeled gravity was interpolated from observed gravity values.
 NC0855
 NC0855;                    North         East    Units  Estimated Accuracy
 NC0855;SPC NY W     -   260,480.      266,500.      MT  (+/- 180 meters Scaled)
 NC0855
 NC0855                          SUPERSEDED SURVEY CONTROL
 NC0855
 NC0855  NAVD 88 (06/15/91)  183.326  (m)          601.46   (f) UNKNOWN     1 2
 NC0855  NGVD 29 (06/03/92)  183.481  (m)          601.97   (f) ADJUSTED    1 2
 NC0855
 NC0855.Superseded values are not recommended for survey control.
 NC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0855.See file dsdata.txt to determine how the superseded data were derived.
 NC0855
 NC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG155886(NAD 83)
 NC0855_MARKER: I = METAL ROD
 NC0855_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0855_SP_SET: COPPER-CLAD STEEL ROD
 NC0855_MARK LOGO: USLS  
 NC0855_PROJECTION: FLUSH
 NC0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0855+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0855_ROD/PIPE-DEPTH: 4.9  meters
 NC0855
 NC0855  HISTORY     - Date     Condition        Report By
 NC0855  HISTORY     - 1967     MONUMENTED       USLS
 NC0855  HISTORY     - 1983     GOOD             NGS
 NC0855  HISTORY     - 20060429 GOOD             GEOCAC
 NC0855
 NC0855                          STATION DESCRIPTION
 NC0855
 NC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0855'IN BARCELONA.
 NC0855'IN BARCELONA, ALONG MAIN STREET, ON THE PROPERTY OF A RED BRICK HOUSE,
 NC0855'96.01 METERS (315.0 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 NC0855'5, 7.62 METERS (25.0 FT) NORTHEAST OF THE CENTER OF MAIN STREET,
 NC0855'3.84 METERS (12.6 FT) WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 NC0855'1.98 METERS (6.5 FT) SOUTHEAST OF UTILITY POLE 84.
 NC0855'THE MARK IS 0.3 M BELOW STREET.
 NC0855
 NC0855                          STATION RECOVERY (2006)
 NC0855
 NC0855'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0855'ADD TO DESCRIPTION, THE MARK IS ALONG PORTAGE PATH, THE EXTENSION OF
 NC0855'STATE HIGHWAY 394, FORMERLY KNOWN AS STATE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0311 ***********************************************************************
 NC0311  DESIGNATION -  906 3117 RAIL USLS
 NC0311  PID         -  NC0311
 NC0311  STATE/COUNTY-  NY/ERIE
 NC0311  USGS QUAD   -  BUFFALO NW (1965)
 NC0311
 NC0311                         *CURRENT SURVEY CONTROL
 NC0311  ___________________________________________________________________
 NC0311* NAD 83(1986)-  42 56 39.     (N)    078 54 32.     (W)     SCALED    
 NC0311* NAVD 88     -       175.922  (meters)     577.17   (feet)  ADJUSTED  
 NC0311  ___________________________________________________________________
 NC0311  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC0311  DYNAMIC HT  -         175.876 (meters)     577.02  (feet)  COMP
 NC0311  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 NC0311
 NC0311  VERT ORDER  -  FIRST     CLASS 0
 NC0311
 NC0311.The horizontal coordinates were scaled from a topographic map and have
 NC0311.an estimated accuracy of +/- 6 seconds.
 NC0311
 NC0311.The orthometric height was determined by differential leveling
 NC0311.and adjusted by the National Geodetic Survey in June 1991..
 NC0311.WARNING-Repeat measurements at this control monument indicate possible
 NC0311.vertical movement.
 NC0311
 NC0311.The geoid height was determined by GEOID03.
 NC0311
 NC0311.The dynamic height is computed by dividing the NAVD 88
 NC0311.geopotential number by the normal gravity value computed on the
 NC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0311.degrees latitude (g = 980.6199 gals.).
 NC0311
 NC0311.The modeled gravity was interpolated from observed gravity values.
 NC0311
 NC0311;                    North         East    Units  Estimated Accuracy
 NC0311;SPC NY W     -   327,020.      323,430.      MT  (+/- 180 meters Scaled)
 NC0311
 NC0311                          SUPERSEDED SURVEY CONTROL
 NC0311
 NC0311  NGVD 29 (??/??/92)  176.091  (m)          577.73   (f) ADJ UNCH    1 0
 NC0311
 NC0311.Superseded values are not recommended for survey control.
 NC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0311.See file dsdata.txt to determine how the superseded data were derived.
 NC0311
 NC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH706567(NAD 83)
 NC0311_MARKER: Z = SEE DESCRIPTION
 NC0311_SETTING: 0 = UNSPECIFIED SETTING
 NC0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0311
 NC0311  HISTORY     - Date     Condition        Report By
 NC0311  HISTORY     - UNK      MONUMENTED       USLS
 NC0311  HISTORY     - 1970     GOOD             USLS
 NC0311  HISTORY     - 1977     GOOD             NGS
 NC0311  HISTORY     - 20031130 MARK NOT FOUND   USPSQD
 NC0311
 NC0311                          STATION DESCRIPTION
 NC0311
 NC0311'DESCRIBED BY US LAKE SURVEY 1970
 NC0311'IN BUFFALO.
 NC0311'IS AT BUFFALO, ERIE COUNTY, NEW YORK, NEAR BLACK ROCK CANAL, AT THE
 NC0311'FOOT OF ONTARIO STREET, NEAR THE INNER END OF A SLIP, 42.0 FEET
 NC0311'NORTHEAST OF UTILITY POLE NO. 2218-R3 JUST OPPOSITE ENTRANCE GATE TO
 NC0311'INDUSTRIAL MOLASSES CORPORATION, 9.4 FEET SOUTHEAST OF A STEEL LIGHT
 NC0311'POLE, 2 FEET ABOVE THE CONCRETE, BEING HIGHEST POINT BETWEEN A SAW CUT
 NC0311'AND UPSTREAM EDGE OF R. R. RAIL SET VERTICALLY INTO THE CONCRETE.
 NC0311
 NC0311                          STATION RECOVERY (1977)
 NC0311
 NC0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0311'RECOVERED IN GOOD CONDITION.
 NC0311
 NC0311                          STATION RECOVERY (2003)
 NC0311
 NC0311'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 NC0311'AREA WHERE INDUSTRIAL MOLASSES CORP WAS IS NOW A PARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0692 ***********************************************************************
 NC0692  DESIGNATION -  906 3117 SHED
 NC0692  PID         -  NC0692
 NC0692  STATE/COUNTY-  NY/ERIE
 NC0692  USGS QUAD   -  BUFFALO NW (1965)
 NC0692
 NC0692                         *CURRENT SURVEY CONTROL
 NC0692  ___________________________________________________________________
 NC0692* NAD 83(1986)-  42 56 39.     (N)    078 54 33.     (W)     SCALED    
 NC0692* NAVD 88     -       175.056  (meters)     574.33   (feet)  ADJUSTED  
 NC0692  ___________________________________________________________________
 NC0692  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC0692  DYNAMIC HT  -         175.010 (meters)     574.18  (feet)  COMP
 NC0692  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 NC0692
 NC0692  VERT ORDER  -  FIRST     CLASS 0
 NC0692
 NC0692.The horizontal coordinates were scaled from a topographic map and have
 NC0692.an estimated accuracy of +/- 6 seconds.
 NC0692
 NC0692.The orthometric height was determined by differential leveling
 NC0692.and adjusted by the National Geodetic Survey in June 1991..
 NC0692
 NC0692.The geoid height was determined by GEOID03.
 NC0692
 NC0692.The dynamic height is computed by dividing the NAVD 88
 NC0692.geopotential number by the normal gravity value computed on the
 NC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0692.degrees latitude (g = 980.6199 gals.).
 NC0692
 NC0692.The modeled gravity was interpolated from observed gravity values.
 NC0692
 NC0692;                    North         East    Units  Estimated Accuracy
 NC0692;SPC NY W     -   327,020.      323,410.      MT  (+/- 180 meters Scaled)
 NC0692
 NC0692                          SUPERSEDED SURVEY CONTROL
 NC0692
 NC0692  NGVD 29 (??/??/92)  175.225  (m)          574.88   (f) ADJ UNCH    1 0
 NC0692
 NC0692.Superseded values are not recommended for survey control.
 NC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0692.See file dsdata.txt to determine how the superseded data were derived.
 NC0692
 NC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH705567(NAD 83)
 NC0692_MARKER: Z = SEE DESCRIPTION
 NC0692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0692_SP_SET: COPPER-CLAD STEEL ROD
 NC0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0692
 NC0692  HISTORY     - Date     Condition        Report By
 NC0692  HISTORY     - 1972     MONUMENTED       NOS
 NC0692  HISTORY     - 1977     GOOD             NGS
 NC0692  HISTORY     - 20031130 MARK NOT FOUND   USPSQD
 NC0692
 NC0692                          STATION DESCRIPTION
 NC0692
 NC0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0692'IN BUFFALO.
 NC0692'FROM WATER LEVELS BRANCH DESCRIPTION--IN BUFFALO, NEAR THE FOOT
 NC0692'OF ONTARIO STREET, ON THE PROPERTY OF THE INDUSTRIAL MOLASSES
 NC0692'CORPORATION, 32.5 FEET SOUTHEASTERLY OF SOUTHWEST CORNER OF A 15-FOOT
 NC0692'SQUARE CONCRETE PUMP FOUNDATION, 15.2 FEET SOUTHWEST OF SOUTHEAST
 NC0692'CORNER OF A CEDAR-SIDED SHED, 9.1 FEET EASTERLY OF EAST RAIL OF SIDING
 NC0692'TRACK, 2.2 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE WITH THE WEST
 NC0692'FACE OF THE SHED, 0.5 FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST
 NC0692'POINT ON TOP OF A COPPER-COATED STEEL ROD, 10 FEET LONG.
 NC0692
 NC0692                          STATION RECOVERY (2003)
 NC0692
 NC0692'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 NC0692'AREA WHERE INDUSTRIAL MOLASSES CORP WAS IS NOW A PARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0310 ***********************************************************************
 NC0310  DESIGNATION -  906 3117 SUN USLS
 NC0310  PID         -  NC0310
 NC0310  STATE/COUNTY-  NY/ERIE
 NC0310  USGS QUAD   -  BUFFALO NW (1965)
 NC0310
 NC0310                         *CURRENT SURVEY CONTROL
 NC0310  ___________________________________________________________________
 NC0310* NAD 83(1986)-  42 56 43.     (N)    078 54 30.     (W)     SCALED    
 NC0310* NAVD 88     -       175.630  (meters)     576.21   (feet)  ADJUSTED  
 NC0310  ___________________________________________________________________
 NC0310  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC0310  DYNAMIC HT  -         175.584 (meters)     576.06  (feet)  COMP
 NC0310  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NC0310
 NC0310  VERT ORDER  -  FIRST     CLASS 0
 NC0310
 NC0310.The horizontal coordinates were scaled from a topographic map and have
 NC0310.an estimated accuracy of +/- 6 seconds.
 NC0310
 NC0310.The orthometric height was determined by differential leveling
 NC0310.and adjusted by the National Geodetic Survey in June 1991..
 NC0310
 NC0310.The geoid height was determined by GEOID03.
 NC0310
 NC0310.The dynamic height is computed by dividing the NAVD 88
 NC0310.geopotential number by the normal gravity value computed on the
 NC0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0310.degrees latitude (g = 980.6199 gals.).
 NC0310
 NC0310.The modeled gravity was interpolated from observed gravity values.
 NC0310
 NC0310;                    North         East    Units  Estimated Accuracy
 NC0310;SPC NY W     -   327,140.      323,480.      MT  (+/- 180 meters Scaled)
 NC0310
 NC0310                          SUPERSEDED SURVEY CONTROL
 NC0310
 NC0310.No superseded survey control is available for this station.
 NC0310
 NC0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH706568(NAD 83)
 NC0310_MARKER: Z = SEE DESCRIPTION
 NC0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0310_SP_SET: CONCRETE FOUNDATION
 NC0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0310
 NC0310  HISTORY     - Date     Condition        Report By
 NC0310  HISTORY     - UNK      MONUMENTED       USLS
 NC0310  HISTORY     - 1970     GOOD             USLS
 NC0310  HISTORY     - 1977     GOOD             NGS
 NC0310  HISTORY     - 20031130 POOR             USPSQD
 NC0310
 NC0310                          STATION DESCRIPTION
 NC0310
 NC0310'DESCRIBED BY US LAKE SURVEY 1970
 NC0310'IN BUFFALO.
 NC0310'IS AT BUFFALO, ERIE COUNTY, NEW YORK, NEAR THE BLACK ROCK CANAL, AT
 NC0310'THE NORTHWEST CORNER OF NIAGARA AND ONTARIO STREETS, IN FRONT OF A
 NC0310'SUNOCO GAS STATION, 59 FEET WEST OF WEST SIDE OF NIAGARA STREET, 37.5
 NC0310'FEET EAST OF EAST CORNER OF STATION, 6.9 FEET NORTH OF NORTH CURB OF
 NC0310'ONTARIO STREET, AT THE SOUTHEASTERLY CORNER OF A LAMP POST, BEING
 NC0310'HIGHEST POINT OVER CROSS CUT IN TOP OF A 3/4-INCH BOLT WHICH HOLDS
 NC0310'STEEL PLATE TO CONCRETE FOUNDATION.
 NC0310
 NC0310                          STATION RECOVERY (1977)
 NC0310
 NC0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0310'RECOVERED IN GOOD CONDITION.
 NC0310
 NC0310                          STATION RECOVERY (2003)
 NC0310
 NC0310'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 NC0310'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0312 ***********************************************************************
 NC0312  DESIGNATION -  906 3117 TANK USLS
 NC0312  PID         -  NC0312
 NC0312  STATE/COUNTY-  NY/ERIE
 NC0312  USGS QUAD   -  BUFFALO NW (1965)
 NC0312
 NC0312                         *CURRENT SURVEY CONTROL
 NC0312  ___________________________________________________________________
 NC0312* NAD 83(1986)-  42 56 39.     (N)    078 54 33.     (W)     SCALED    
 NC0312* NAVD 88     -       175.344  (meters)     575.27   (feet)  ADJUSTED  
 NC0312  ___________________________________________________________________
 NC0312  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC0312  DYNAMIC HT  -         175.299 (meters)     575.13  (feet)  COMP
 NC0312  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 NC0312
 NC0312  VERT ORDER  -  FIRST     CLASS 0
 NC0312
 NC0312.The horizontal coordinates were scaled from a topographic map and have
 NC0312.an estimated accuracy of +/- 6 seconds.
 NC0312
 NC0312.The orthometric height was determined by differential leveling
 NC0312.and adjusted by the National Geodetic Survey in June 1991..
 NC0312.WARNING-Repeat measurements at this control monument indicate possible
 NC0312.vertical movement.
 NC0312
 NC0312.The geoid height was determined by GEOID03.
 NC0312
 NC0312.The dynamic height is computed by dividing the NAVD 88
 NC0312.geopotential number by the normal gravity value computed on the
 NC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0312.degrees latitude (g = 980.6199 gals.).
 NC0312
 NC0312.The modeled gravity was interpolated from observed gravity values.
 NC0312
 NC0312;                    North         East    Units  Estimated Accuracy
 NC0312;SPC NY W     -   327,020.      323,410.      MT  (+/- 180 meters Scaled)
 NC0312
 NC0312                          SUPERSEDED SURVEY CONTROL
 NC0312
 NC0312.No superseded survey control is available for this station.
 NC0312
 NC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH705567(NAD 83)
 NC0312_MARKER: Z = SEE DESCRIPTION
 NC0312_SETTING: 0 = UNSPECIFIED SETTING
 NC0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0312
 NC0312  HISTORY     - Date     Condition        Report By
 NC0312  HISTORY     - UNK      MONUMENTED       USLS
 NC0312  HISTORY     - 1970     GOOD             USLS
 NC0312  HISTORY     - 1977     GOOD             NGS
 NC0312  HISTORY     - 20031130 MARK NOT FOUND   USPSQD
 NC0312
 NC0312                          STATION DESCRIPTION
 NC0312
 NC0312'DESCRIBED BY US LAKE SURVEY 1970
 NC0312'IN BUFFALO.
 NC0312'IS AT BUFFALO, ERIE COUNTY, NEW YORK, NEAR BLACK ROCK CANAL, AT FOOT
 NC0312'OF ONTARIO STREET, ON PROPERTY OF INDUSTRIAL MOLASSES CORPORATION, ON
 NC0312'UPSTREAM SIDE OF FIRST CIRCULAR STORAGE TANK FROM ENTRANCE GAGE,
 NC0312'1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT IN A 1/2-INCH SQUARE
 NC0312'FORMED BY TWO SAW CUTS AND THE EDGES OF A 6 X 3 X 1/2-INCH METAL PLATE
 NC0312'WELDED TO THE TANK.
 NC0312
 NC0312                          STATION RECOVERY (1977)
 NC0312
 NC0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0312'RECOVERED IN GOOD CONDITION.
 NC0312
 NC0312                          STATION RECOVERY (2003)
 NC0312
 NC0312'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 NC0312'AREA WHERE INDUSTRIAL MOLASSES CORP WAS IS NOW A PARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0691 ***********************************************************************
 NC0691  DESIGNATION -  906 3117 WING
 NC0691  PID         -  NC0691
 NC0691  STATE/COUNTY-  NY/ERIE
 NC0691  USGS QUAD   -  BUFFALO NW (1965)
 NC0691
 NC0691                         *CURRENT SURVEY CONTROL
 NC0691  ___________________________________________________________________
 NC0691* NAD 83(1986)-  42 56 40.     (N)    078 54 30.     (W)     SCALED    
 NC0691* NAVD 88     -       176.624  (meters)     579.47   (feet)  ADJUSTED  
 NC0691  ___________________________________________________________________
 NC0691  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC0691  DYNAMIC HT  -         176.578 (meters)     579.32  (feet)  COMP
 NC0691  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 NC0691
 NC0691  VERT ORDER  -  FIRST     CLASS 0
 NC0691
 NC0691.The horizontal coordinates were scaled from a topographic map and have
 NC0691.an estimated accuracy of +/- 6 seconds.
 NC0691
 NC0691.The orthometric height was determined by differential leveling
 NC0691.and adjusted by the National Geodetic Survey in June 1991..
 NC0691
 NC0691.The geoid height was determined by GEOID03.
 NC0691
 NC0691.The dynamic height is computed by dividing the NAVD 88
 NC0691.geopotential number by the normal gravity value computed on the
 NC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0691.degrees latitude (g = 980.6199 gals.).
 NC0691
 NC0691.The modeled gravity was interpolated from observed gravity values.
 NC0691
 NC0691;                    North         East    Units  Estimated Accuracy
 NC0691;SPC NY W     -   327,050.      323,480.      MT  (+/- 180 meters Scaled)
 NC0691
 NC0691                          SUPERSEDED SURVEY CONTROL
 NC0691
 NC0691  NGVD 29 (??/??/92)  176.793  (m)          580.03   (f) ADJ UNCH    1 0
 NC0691
 NC0691.Superseded values are not recommended for survey control.
 NC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0691.See file dsdata.txt to determine how the superseded data were derived.
 NC0691
 NC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH706567(NAD 83)
 NC0691_MARKER: DB = BENCH MARK DISK
 NC0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0691_SP_SET: BRIDGE
 NC0691_STAMPING: BM WING 1972 LAKE SURVEY CENTER
 NC0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0691+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 NC0691
 NC0691  HISTORY     - Date     Condition        Report By
 NC0691  HISTORY     - 1972     MONUMENTED       NOS
 NC0691  HISTORY     - 1977     GOOD             NGS
 NC0691  HISTORY     - 20031130 GOOD             USPSQD
 NC0691
 NC0691                          STATION DESCRIPTION
 NC0691
 NC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0691'IN BUFFALO.
 NC0691'FROM WATER LEVELS BRANCH DESCRIPTION--IN BUFFALO, NEAR THE FOOT OF
 NC0691'ONTARIO STREET, IN WEST FACE OF THE SOUTHWEST WINGWALL OF THE ONTARIO
 NC0691'STREET UNDERPASS, JUST NORTHERLY OF THE ENTRANCE TO INDUSTRIAL
 NC0691'MOLASSES CORPORATION, 35.0 FEET EASTERLY OF A UTILITY POLE NEAR THE
 NC0691'ENTRANCE GATE, 18.2 FEET NORTHEASTERLY OF SOUTH END OF WINGWALL, 2.8
 NC0691'FEET EASTERLY OF WEST EDGE OF CURB, 4.25 FEET ABOVE THE GROUND, BEING
 NC0691'HORIZONTAL LINE OF CROSS SET INTO THE WALL.
 NC0691
 NC0691                          STATION RECOVERY (2003)
 NC0691
 NC0691'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 NC0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0677 ***********************************************************************
 OE0677  DESIGNATION -  91 B
 OE0677  PID         -  OE0677
 OE0677  STATE/COUNTY-  NY/ONEIDA
 OE0677  USGS QUAD   -  ROME (1955)
 OE0677
 OE0677                         *CURRENT SURVEY CONTROL
 OE0677  ___________________________________________________________________
 OE0677* NAD 83(1986)-  43 08 50.     (N)    075 22 51.     (W)     SCALED    
 OE0677* NAVD 88     -       217.689  (meters)     714.20   (feet)  ADJUSTED  
 OE0677  ___________________________________________________________________
 OE0677  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 OE0677  DYNAMIC HT  -         217.632 (meters)     714.01  (feet)  COMP
 OE0677  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 OE0677
 OE0677  VERT ORDER  -  SECOND    CLASS 0
 OE0677
 OE0677.This mark is at Oneida County Airport (UCA)
 OE0677
 OE0677.The horizontal coordinates were scaled from a topographic map and have
 OE0677.an estimated accuracy of +/- 6 seconds.
 OE0677
 OE0677.The orthometric height was determined by differential leveling
 OE0677.and adjusted by the National Geodetic Survey in June 1991..
 OE0677
 OE0677.The geoid height was determined by GEOID03.
 OE0677
 OE0677.The dynamic height is computed by dividing the NAVD 88
 OE0677.geopotential number by the normal gravity value computed on the
 OE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0677.degrees latitude (g = 980.6199 gals.).
 OE0677
 OE0677.The modeled gravity was interpolated from observed gravity values.
 OE0677
 OE0677;                    North         East    Units  Estimated Accuracy
 OE0677;SPC NY C     -   350,230.      347,810.      MT  (+/- 180 meters Scaled)
 OE0677
 OE0677                          SUPERSEDED SURVEY CONTROL
 OE0677
 OE0677  NGVD 29 (??/??/92)  217.841  (m)          714.70   (f) ADJ UNCH    2 0
 OE0677
 OE0677.Superseded values are not recommended for survey control.
 OE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0677.See file dsdata.txt to determine how the superseded data were derived.
 OE0677
 OE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN690772(NAD 83)
 OE0677_MARKER: DD = SURVEY DISK
 OE0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0677_SP_SET: BUILDING
 OE0677_STAMPING: 91 B 1962
 OE0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0677
 OE0677  HISTORY     - Date     Condition        Report By
 OE0677  HISTORY     - 1962     MONUMENTED       CGS
 OE0677  HISTORY     - 1971     GOOD             NGS
 OE0677  HISTORY     - 1977     GOOD             NGS
 OE0677  HISTORY     - 19890512 GOOD             USPSQD
 OE0677  HISTORY     - 19890620 GOOD             USPSQD
 OE0677  HISTORY     - 19980926 GOOD             USPSQD
 OE0677
 OE0677                          STATION DESCRIPTION
 OE0677
 OE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 OE0677'2.5 MI SW FROM ORISKANY.
 OE0677'STATION IS LOCATED ON THE ONEIDA COUNTY AIRPORT ABOUT 8 MILES
 OE0677'SOUTHEAST OF ROME AND ABOUT 9 MILES NORTHWEST OF UTICA.  STATION IS
 OE0677'CEMENTED IN A DRILL HOLE IN THE COVERED WALK RUNNING ACROSS THE FRONT
 OE0677'OF THE TERMINAL BUILDING.  THE MARK IS 10 FEET WEST OF THE EAST EDGE
 OE0677'OF WALK, 30 FEET NORTH OF THE MAIN ENTRANCE TO TERMINAL, AND 51 FEET
 OE0677'SOUTH OF THE MOST NORTHERLY ENTRANCE.  A STANDARD BENCH MARK DISK
 OE0677'STAMPED 91 B 1962.
 OE0677
 OE0677                          STATION RECOVERY (1971)
 OE0677
 OE0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OE0677'RECOVERED IN GOOD CONDITION.
 OE0677
 OE0677                          STATION RECOVERY (1977)
 OE0677
 OE0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OE0677'RECOVERED IN GOOD CONDITION.
 OE0677
 OE0677                          STATION RECOVERY (1989)
 OE0677
 OE0677'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHM)
 OE0677'RECOVERED IN GOOD CONDITION.
 OE0677
 OE0677                          STATION RECOVERY (1989)
 OE0677
 OE0677'RECOVERY NOTE BY US POWER SQUADRON 1989 (EES)
 OE0677'RECOVERED IN GOOD CONDITION.
 OE0677
 OE0677                          STATION RECOVERY (1998)
 OE0677
 OE0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0431 ***********************************************************************
 PG0431  DESIGNATION -  91 DHRR
 PG0431  PID         -  PG0431
 PG0431  STATE/COUNTY-  NY/ESSEX
 PG0431  USGS QUAD   -  KEESEVILLE (1966)
 PG0431
 PG0431                         *CURRENT SURVEY CONTROL
 PG0431  ___________________________________________________________________
 PG0431* NAD 83(1986)-  44 31 25.     (N)    073 24 11.     (W)     SCALED    
 PG0431* NAVD 88     -        42.983  (meters)     141.02   (feet)  ADJUSTED  
 PG0431  ___________________________________________________________________
 PG0431  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PG0431  DYNAMIC HT  -          42.979 (meters)     141.01  (feet)  COMP
 PG0431  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 PG0431
 PG0431  VERT ORDER  -  FIRST     CLASS II
 PG0431
 PG0431.The horizontal coordinates were scaled from a topographic map and have
 PG0431.an estimated accuracy of +/- 6 seconds.
 PG0431
 PG0431.The orthometric height was determined by differential leveling
 PG0431.and adjusted by the National Geodetic Survey in June 1991..
 PG0431
 PG0431.The geoid height was determined by GEOID03.
 PG0431
 PG0431.The dynamic height is computed by dividing the NAVD 88
 PG0431.geopotential number by the normal gravity value computed on the
 PG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0431.degrees latitude (g = 980.6199 gals.).
 PG0431
 PG0431.The modeled gravity was interpolated from observed gravity values.
 PG0431
 PG0431;                    North         East    Units  Estimated Accuracy
 PG0431;SPC NY E     -   632,530.      237,200.      MT  (+/- 180 meters Scaled)
 PG0431
 PG0431                          SUPERSEDED SURVEY CONTROL
 PG0431
 PG0431  NGVD 29 (??/??/??)   43.134  (m)          141.52   (f) ADJUSTED    1 2
 PG0431
 PG0431.Superseded values are not recommended for survey control.
 PG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0431.See file dsdata.txt to determine how the superseded data were derived.
 PG0431
 PG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ269312(NAD 83)
 PG0431_MARKER: DD = SURVEY DISK
 PG0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0431_SP_SET: PLATFORM
 PG0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0431
 PG0431  HISTORY     - Date     Condition        Report By
 PG0431  HISTORY     - UNK      MONUMENTED       DHRR
 PG0431  HISTORY     - 1955     GOOD             CGS
 PG0431  HISTORY     - 1956     MARK NOT FOUND   USGS
 PG0431
 PG0431                          STATION DESCRIPTION
 PG0431
 PG0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0431'IN PORT KENT.
 PG0431'AT PORT KENT, ALONG THE DELAWARE AND HUDSON RAILROAD, AT THE STATION,
 PG0431'54.6 FEET NORTH OF NORTHEAST CORNER OF STATION, IN THE TOP OF THE
 PG0431'NORTHEAST CORNER OF CONCRETE STATION PLATFORM, 16.6 FEET WEST OF WEST
 PG0431'RAIL OF MAIN TRACK, 0.8 FOOT SOUTHWEST OF NORTHEAST CORNER OF
 PG0431'PLATFORM.  NOTE--MARK IS A 4 1/2-INCH BRONZE DISK OF JOHN FITZPATRICK
 PG0431'AND SONS - PLATTSBURG AND THE LETTER F IS CAST ON DISK.  NOTE--BELIEVE
 PG0431'MARK DESTROYED DURING 1955-56 WINTER, WHEN CONCRETE PLATFORM BROKE UP.
 PG0431
 PG0431                          STATION RECOVERY (1956)
 PG0431
 PG0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PG0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0724 ***********************************************************************
 NB0724  DESIGNATION -  912
 NB0724  PID         -  NB0724
 NB0724  STATE/COUNTY-  NY/SENECA
 NB0724  USGS QUAD   -  TRUMANSBURG (1970)
 NB0724
 NB0724                         *CURRENT SURVEY CONTROL
 NB0724  ___________________________________________________________________
 NB0724* NAD 83(1986)-  42 37 00.     (N)    076 43 31.     (W)     SCALED    
 NB0724* NAVD 88     -       278.053  (meters)     912.25   (feet)  ADJUSTED  
 NB0724  ___________________________________________________________________
 NB0724  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NB0724  DYNAMIC HT  -         277.969 (meters)     911.97  (feet)  COMP
 NB0724  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 NB0724
 NB0724  VERT ORDER  -  SECOND    CLASS 0
 NB0724
 NB0724.The horizontal coordinates were scaled from a topographic map and have
 NB0724.an estimated accuracy of +/- 6 seconds.
 NB0724
 NB0724.The orthometric height was determined by differential leveling
 NB0724.and adjusted by the National Geodetic Survey in June 1991..
 NB0724
 NB0724.The geoid height was determined by GEOID03.
 NB0724
 NB0724.The dynamic height is computed by dividing the NAVD 88
 NB0724.geopotential number by the normal gravity value computed on the
 NB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0724.degrees latitude (g = 980.6199 gals.).
 NB0724
 NB0724.The modeled gravity was interpolated from observed gravity values.
 NB0724
 NB0724;                    North         East    Units  Estimated Accuracy
 NB0724;SPC NY C     -   290,600.      238,360.      MT  (+/- 180 meters Scaled)
 NB0724
 NB0724                          SUPERSEDED SURVEY CONTROL
 NB0724
 NB0724  NGVD 29 (??/??/92)  278.240  (m)          912.86   (f) ADJ UNCH    2 0
 NB0724
 NB0724.Superseded values are not recommended for survey control.
 NB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0724.See file dsdata.txt to determine how the superseded data were derived.
 NB0724
 NB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN585196(NAD 83)
 NB0724_MARKER: DD = SURVEY DISK
 NB0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0724_SP_SET: COPING
 NB0724_STAMPING: 912
 NB0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0724
 NB0724  HISTORY     - Date     Condition        Report By
 NB0724  HISTORY     - UNK      MONUMENTED       USGS
 NB0724  HISTORY     - 1929     GOOD             NGS
 NB0724  HISTORY     - 1981     GOOD             NGS
 NB0724  HISTORY     - 1985     GOOD             USPSQD
 NB0724  HISTORY     - 1989     GOOD             USPSQD
 NB0724  HISTORY     - 20050926 GOOD             USPSQD
 NB0724
 NB0724                          STATION DESCRIPTION
 NB0724
 NB0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NB0724'AT INTERLAKEN.
 NB0724'AT INTERLAKEN, SENECA COUNTY, ON STATE HIGHWAY 96, AT THE FIRST
 NB0724'BAPTIST CHURCH, IN THE COPING OF THE EAST FACE, 27 FEET NORTH OF
 NB0724'THE EAST ENTRANCE, 120 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NB0724'AND 2.2 FEET ABOVE THE GROUND. A UNITED STATES GEOLOGICAL SURVEY
 NB0724'STANDARD DISK, STAMPED 912 AND SET VERTICALLY.
 NB0724
 NB0724                          STATION RECOVERY (1981)
 NB0724
 NB0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NB0724'RECOVERED IN GOOD CONDITION.
 NB0724
 NB0724                          STATION RECOVERY (1985)
 NB0724
 NB0724'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0724'MARK WAS FOUND IN THE TOP COURSE OF THE FOUNDATION (STONE), 4-INCHES
 NB0724'FROM THE NORTH CORNER, IN THE EAST FACE, AND 2'- 6' ABOVE THE
 NB0724'SIDEWALK.
 NB0724
 NB0724                          STATION RECOVERY (1989)
 NB0724
 NB0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0724'RECOVERED IN GOOD CONDITION.
 NB0724
 NB0724                          STATION RECOVERY (2005)
 NB0724
 NB0724'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0253 ***********************************************************************
 NC0253  DESIGNATION -  91.75
 NC0253  PID         -  NC0253
 NC0253  STATE/COUNTY-  NY/CATTARAUGUS
 NC0253  USGS QUAD   -  ASHFORD (1964)
 NC0253
 NC0253                         *CURRENT SURVEY CONTROL
 NC0253  ___________________________________________________________________
 NC0253* NAD 83(1986)-  42 19 58.     (N)    078 34 34.     (W)     SCALED    
 NC0253* NAVD 88     -       510.64   (+/-2cm)    1675.3    (feet)  VERTCON   
 NC0253  ___________________________________________________________________
 NC0253  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NC0253
 NC0253  VERT ORDER  -  THIRD (See Below)
 NC0253
 NC0253.The horizontal coordinates were scaled from a topographic map and have
 NC0253.an estimated accuracy of +/- 6 seconds.
 NC0253
 NC0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0253.The vertical order pertains to the NGVD 29 superseded value.
 NC0253
 NC0253.The geoid height was determined by GEOID03.
 NC0253
 NC0253;                    North         East    Units  Estimated Accuracy
 NC0253;SPC NY W     -   259,060.      350,600.      MT  (+/- 180 meters Scaled)
 NC0253
 NC0253                          SUPERSEDED SURVEY CONTROL
 NC0253
 NC0253  NGVD 29 (??/??/??)  510.79   (m)         1675.8    (f) RESET       3  
 NC0253
 NC0253.Superseded values are not recommended for survey control.
 NC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0253.See file dsdata.txt to determine how the superseded data were derived.
 NC0253
 NC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG996895(NAD 83)
 NC0253_MARKER: Z = SEE DESCRIPTION
 NC0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0253_SP_SET: BRIDGE
 NC0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0253+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 NC0253
 NC0253  HISTORY     - Date     Condition        Report By
 NC0253  HISTORY     - UNK      MONUMENTED       BORR
 NC0253  HISTORY     - 1920     GOOD             NGS
 NC0253  HISTORY     - 1961     GOOD             USGS
 NC0253  HISTORY     - 20021024 GOOD             USPSQD
 NC0253  HISTORY     - 20060329 GOOD             USPSQD
 NC0253
 NC0253                          STATION DESCRIPTION
 NC0253
 NC0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NC0253'8.2 MI SW FROM MACHIAS JUNCTION.
 NC0253'ON BRIDGE 91.75 ON BLOCK ON NORTH BRIDGE SEAT, LEFT SIDE OF TRACK.
 NC0253
 NC0253                          STATION RECOVERY (1961)
 NC0253
 NC0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NC0253'RECOVERED IN GOOD CONDITION.
 NC0253
 NC0253                          STATION RECOVERY (2002)
 NC0253
 NC0253'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0253'RECOVERED IN GOOD CONDITION.
 NC0253
 NC0253                          STATION RECOVERY (2006)
 NC0253
 NC0253'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0424 ***********************************************************************
 NB0424  DESIGNATION -  92
 NB0424  PID         -  NB0424
 NB0424  STATE/COUNTY-  NY/SCHUYLER
 NB0424  USGS QUAD   -  READING CENTER (1978)
 NB0424
 NB0424                         *CURRENT SURVEY CONTROL
 NB0424  ___________________________________________________________________
 NB0424* NAD 83(1986)-  42 23 02.     (N)    076 52 32.     (W)     SCALED    
 NB0424* NAVD 88     -       137.303  (meters)     450.47   (feet)  ADJUSTED  
 NB0424  ___________________________________________________________________
 NB0424  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NB0424  DYNAMIC HT  -         137.260 (meters)     450.33  (feet)  COMP
 NB0424  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 NB0424
 NB0424  VERT ORDER  -  SECOND    CLASS 0
 NB0424
 NB0424.The horizontal coordinates were scaled from a topographic map and have
 NB0424.an estimated accuracy of +/- 6 seconds.
 NB0424
 NB0424.The orthometric height was determined by differential leveling
 NB0424.and adjusted by the National Geodetic Survey in June 1991..
 NB0424
 NB0424.The geoid height was determined by GEOID03.
 NB0424
 NB0424.The dynamic height is computed by dividing the NAVD 88
 NB0424.geopotential number by the normal gravity value computed on the
 NB0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0424.degrees latitude (g = 980.6199 gals.).
 NB0424
 NB0424.The modeled gravity was interpolated from observed gravity values.
 NB0424
 NB0424;                    North         East    Units  Estimated Accuracy
 NB0424;SPC NY C     -   264,770.      225,940.      MT  (+/- 180 meters Scaled)
 NB0424
 NB0424                          SUPERSEDED SURVEY CONTROL
 NB0424
 NB0424  NGVD 29 (??/??/92)  137.492  (m)          451.09   (f) ADJ UNCH    2 0
 NB0424
 NB0424.Superseded values are not recommended for survey control.
 NB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0424.See file dsdata.txt to determine how the superseded data were derived.
 NB0424
 NB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM456941(NAD 83)
 NB0424_MARKER: B = BOLT
 NB0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0424_SP_SET: WATER-TABLE
 NB0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0424
 NB0424  HISTORY     - Date     Condition        Report By
 NB0424  HISTORY     - UNK      MONUMENTED       PRR
 NB0424  HISTORY     - 1935     GOOD             NGS
 NB0424  HISTORY     - 1936     GOOD             NGS
 NB0424  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0424  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0424  HISTORY     - 20010331 GOOD             NGS
 NB0424
 NB0424                          STATION DESCRIPTION
 NB0424
 NB0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0424'AT WATKINS GLEN.
 NB0424'IS LOCATED ON THE NORTHEAST CORNER OF PASSENGER STATION, WATER-TABLE.
 NB0424
 NB0424                          STATION RECOVERY (1936)
 NB0424
 NB0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 NB0424'RECOVERED IN GOOD CONDITION.
 NB0424
 NB0424                          STATION RECOVERY (1985)
 NB0424
 NB0424'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0424'MARK NOT FOUND.
 NB0424
 NB0424                          STATION RECOVERY (1985)
 NB0424
 NB0424'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0424'MARK NOT FOUND.
 NB0424
 NB0424                          STATION RECOVERY (2001)
 NB0424
 NB0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0424'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1502 ***********************************************************************
 NA1502  DESIGNATION -  923
 NA1502  PID         -  NA1502
 NA1502  STATE/COUNTY-  NY/CHENANGO
 NA1502  USGS QUAD   -  GREENE (1948)
 NA1502
 NA1502                         *CURRENT SURVEY CONTROL
 NA1502  ___________________________________________________________________
 NA1502* NAD 83(1986)-  42 19 47.     (N)    075 46 17.     (W)     SCALED    
 NA1502* NAVD 88     -       281.436  (meters)     923.34   (feet)  ADJUSTED  
 NA1502  ___________________________________________________________________
 NA1502  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 NA1502  DYNAMIC HT  -         281.337 (meters)     923.02  (feet)  COMP
 NA1502  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 NA1502
 NA1502  VERT ORDER  -  SECOND    CLASS 0
 NA1502
 NA1502.The horizontal coordinates were scaled from a topographic map and have
 NA1502.an estimated accuracy of +/- 6 seconds.
 NA1502
 NA1502.The orthometric height was determined by differential leveling
 NA1502.and adjusted by the National Geodetic Survey in June 1991..
 NA1502
 NA1502.The geoid height was determined by GEOID03.
 NA1502
 NA1502.The dynamic height is computed by dividing the NAVD 88
 NA1502.geopotential number by the normal gravity value computed on the
 NA1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1502.degrees latitude (g = 980.6199 gals.).
 NA1502
 NA1502.The modeled gravity was interpolated from observed gravity values.
 NA1502
 NA1502;                    North         East    Units  Estimated Accuracy
 NA1502;SPC NY C     -   259,040.      316,920.      MT  (+/- 180 meters Scaled)
 NA1502
 NA1502                          SUPERSEDED SURVEY CONTROL
 NA1502
 NA1502  NGVD 29 (??/??/92)  281.56   (m)          923.8    (f) COMPUTED    2 0
 NA1502
 NA1502.Superseded values are not recommended for survey control.
 NA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1502.See file dsdata.txt to determine how the superseded data were derived.
 NA1502
 NA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM364866(NAD 83)
 NA1502_MARKER: DD = SURVEY DISK
 NA1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1502_SP_SET: STONE
 NA1502_STAMPING: 923 ALBANY
 NA1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1502+STABILITY: SURFACE MOTION
 NA1502
 NA1502  HISTORY     - Date     Condition        Report By
 NA1502  HISTORY     - UNK      MONUMENTED       USGS
 NA1502  HISTORY     - 1935     GOOD             NGS
 NA1502
 NA1502                          STATION DESCRIPTION
 NA1502
 NA1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA1502'AT GREENE.
 NA1502'IS LOCATED IN FOUNDATION STONE UNDER MIDDLE COLUMN OF TOWN HALL.
 NA1502'TABLET SET VERTICAL 3 IN. ABOVE STREET SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0983 ***********************************************************************
 LY0983  DESIGNATION -  924 USGS
 LY0983  PID         -  LY0983
 LY0983  STATE/COUNTY-  NY/DELAWARE
 LY0983  USGS QUAD   -  HANCOCK (1992)
 LY0983
 LY0983                         *CURRENT SURVEY CONTROL
 LY0983  ___________________________________________________________________
 LY0983* NAD 83(1986)-  41 57 20.     (N)    075 17 49.     (W)     SCALED    
 LY0983* NAVD 88     -       281.666  (meters)     924.10   (feet)  ADJUSTED  
 LY0983  ___________________________________________________________________
 LY0983  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LY0983  DYNAMIC HT  -         281.572 (meters)     923.79  (feet)  COMP
 LY0983  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LY0983
 LY0983  VERT ORDER  -  FIRST     CLASS II
 LY0983
 LY0983.The horizontal coordinates were scaled from a topographic map and have
 LY0983.an estimated accuracy of +/- 6 seconds.
 LY0983
 LY0983.The orthometric height was determined by differential leveling
 LY0983.and adjusted by the National Geodetic Survey in June 1991..
 LY0983.WARNING-Repeat measurements at this control monument indicate possible
 LY0983.vertical movement.
 LY0983
 LY0983.The geoid height was determined by GEOID03.
 LY0983
 LY0983.The dynamic height is computed by dividing the NAVD 88
 LY0983.geopotential number by the normal gravity value computed on the
 LY0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0983.degrees latitude (g = 980.6199 gals.).
 LY0983
 LY0983.The modeled gravity was interpolated from observed gravity values.
 LY0983
 LY0983;                    North         East    Units  Estimated Accuracy
 LY0983;SPC NY E     -   346,970.       83,930.      MT  (+/- 180 meters Scaled)
 LY0983
 LY0983                          SUPERSEDED SURVEY CONTROL
 LY0983
 LY0983  NGVD 29 (??/??/92)  281.846  (m)          924.69   (f) ADJ UNCH    1 2
 LY0983
 LY0983.Superseded values are not recommended for survey control.
 LY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0983.See file dsdata.txt to determine how the superseded data were derived.
 LY0983
 LY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM753448(NAD 83)
 LY0983_MARKER: DD = SURVEY DISK
 LY0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0983_SP_SET: ABUTMENT
 LY0983_STAMPING: 924 ALBANY 1900
 LY0983_MARK LOGO: USGS  
 LY0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0983
 LY0983  HISTORY     - Date     Condition        Report By
 LY0983  HISTORY     - 1900     MONUMENTED       USGS
 LY0983  HISTORY     - 1941     GOOD             NGS
 LY0983  HISTORY     - 1982     POOR             NGS
 LY0983  HISTORY     - 20050729 POOR             USPSQD
 LY0983
 LY0983                          STATION DESCRIPTION
 LY0983
 LY0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0983'0.7 MI NW FROM HANCOCK.
 LY0983'0.7 MILE NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 LY0983'AT HANCOCK, DELAWARE COUNTY, AT STEEL BRIDGE 163.67, IN THE TOP
 LY0983'OF THE EAST ABUTMENT, 6 FEET SOUTH OF THE NORTH END, AND 8
 LY0983'FEET NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 LY0983'STANDARD DISK, STAMPED 924 ALBANY 1900.
 LY0983
 LY0983                          STATION RECOVERY (1982)
 LY0983
 LY0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0983'RECOVERED IN POOR CONDITION, NEW DESCRIPTION FOLLOWS.  IN HANCOCK, IN
 LY0983'THE NORTH END OF THE EAST ABUTMENT OF A STEEL RAILROAD BRIDGE OVER
 LY0983'SANDS CREEK, 1.82 METERS (6.0 FT) SOUTH OF THE NORTH END OF THE
 LY0983'ABUTMENT, 1.55 METERS (5.1 FT) NORTH OF THE NORTH RAIL.  NOTE-THE DISK
 LY0983'HAS BEEN MUTILATED AND STAMPING IS NOT LEGIBLE, BUT IS SECURE IN
 LY0983'ABUTMENT.
 LY0983'THE MARK IS 0.30 M BELOW TRACKS.
 LY0983
 LY0983                          STATION RECOVERY (2005)
 LY0983
 LY0983'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 LY0983'DESCRIPTION AS REPORTED BY NGS IS STILL VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0509 ***********************************************************************
 NC0509  DESIGNATION -  925 A
 NC0509  PID         -  NC0509
 NC0509  STATE/COUNTY-  NY/ERIE
 NC0509  USGS QUAD   -  EAST AURORA (1965)
 NC0509
 NC0509                         *CURRENT SURVEY CONTROL
 NC0509  ___________________________________________________________________
 NC0509* NAD 83(1986)-  42 46 06.     (N)    078 37 06.     (W)     SCALED    
 NC0509* NAVD 88     -       281.722  (meters)     924.28   (feet)  ADJUSTED  
 NC0509  ___________________________________________________________________
 NC0509  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NC0509  DYNAMIC HT  -         281.635 (meters)     924.00  (feet)  COMP
 NC0509  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 NC0509
 NC0509  VERT ORDER  -  SECOND    CLASS 0
 NC0509
 NC0509.The horizontal coordinates were scaled from a topographic map and have
 NC0509.an estimated accuracy of +/- 6 seconds.
 NC0509
 NC0509.The orthometric height was determined by differential leveling
 NC0509.and adjusted by the National Geodetic Survey in June 1991..
 NC0509
 NC0509.The geoid height was determined by GEOID03.
 NC0509
 NC0509.The dynamic height is computed by dividing the NAVD 88
 NC0509.geopotential number by the normal gravity value computed on the
 NC0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0509.degrees latitude (g = 980.6199 gals.).
 NC0509
 NC0509.The modeled gravity was interpolated from observed gravity values.
 NC0509
 NC0509;                    North         East    Units  Estimated Accuracy
 NC0509;SPC NY W     -   307,440.      347,140.      MT  (+/- 180 meters Scaled)
 NC0509
 NC0509                          SUPERSEDED SURVEY CONTROL
 NC0509
 NC0509  NGVD 29 (??/??/92)  281.880  (m)          924.80   (f) ADJ UNCH    2 0
 NC0509
 NC0509.Superseded values are not recommended for survey control.
 NC0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0509.See file dsdata.txt to determine how the superseded data were derived.
 NC0509
 NC0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH948378(NAD 83)
 NC0509_MARKER: DD = SURVEY DISK
 NC0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0509_SP_SET: BUILDING
 NC0509_STAMPING: 925 ALBANY 1903
 NC0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0509
 NC0509  HISTORY     - Date     Condition        Report By
 NC0509  HISTORY     - 1903     MONUMENTED       USGS
 NC0509  HISTORY     - 1935     GOOD             NGS
 NC0509  HISTORY     - 1966     GOOD             LDA
 NC0509  HISTORY     - 19960315 GOOD             USPSQD
 NC0509
 NC0509                          STATION DESCRIPTION
 NC0509
 NC0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0509'IN EAST AURORA.
 NC0509'IN EAST AURORA IN EAST WING OF HIGH SCHOOL BUILDING IN FACE ON WESTERN
 NC0509'SIDE 9 FEET SOUTH OF ENTRANCE 6 FEET EAST OF CENTER LINE OF SIDEWALK
 NC0509'120 FEET NORTH OF CENTER LINE OF MAIN STREET (HIGHWAY US 20) A
 NC0509'VERTICAL MARK.
 NC0509
 NC0509                          STATION RECOVERY (1966)
 NC0509
 NC0509'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 NC0509'RECOVERED IN GOOD CONDITION.
 NC0509
 NC0509                          STATION RECOVERY (1996)
 NC0509
 NC0509'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0753 ***********************************************************************
 PH0753  DESIGNATION -  927
 PH0753  PID         -  PH0753
 PH0753  STATE/COUNTY-  NY/ST LAWRENCE
 PH0753  USGS QUAD   -  COLTON (1980)
 PH0753
 PH0753                         *CURRENT SURVEY CONTROL
 PH0753  ___________________________________________________________________
 PH0753* NAD 83(1986)-  44 30 36.     (N)    074 53 15.     (W)     SCALED    
 PH0753* NAVD 88     -       282.512  (meters)     926.87   (feet)  ADJUSTED  
 PH0753  ___________________________________________________________________
 PH0753  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 PH0753  DYNAMIC HT  -         282.478 (meters)     926.76  (feet)  COMP
 PH0753  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PH0753
 PH0753  VERT ORDER  -  SECOND    CLASS 0
 PH0753
 PH0753.The horizontal coordinates were scaled from a topographic map and have
 PH0753.an estimated accuracy of +/- 6 seconds.
 PH0753
 PH0753.The orthometric height was determined by differential leveling
 PH0753.and adjusted by the National Geodetic Survey in June 1991..
 PH0753
 PH0753.The geoid height was determined by GEOID03.
 PH0753
 PH0753.The dynamic height is computed by dividing the NAVD 88
 PH0753.geopotential number by the normal gravity value computed on the
 PH0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0753.degrees latitude (g = 980.6199 gals.).
 PH0753
 PH0753.The modeled gravity was interpolated from observed gravity values.
 PH0753
 PH0753;                    North         East    Units  Estimated Accuracy
 PH0753;SPC NY E     -   630,500.      119,190.      MT  (+/- 180 meters Scaled)
 PH0753
 PH0753                          SUPERSEDED SURVEY CONTROL
 PH0753
 PH0753  NGVD 29 (??/??/92)  282.624  (m)          927.24   (f) ADJ UNCH    2 0
 PH0753
 PH0753.Superseded values are not recommended for survey control.
 PH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0753.See file dsdata.txt to determine how the superseded data were derived.
 PH0753
 PH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ089285(NAD 83)
 PH0753_MARKER: DD = SURVEY DISK
 PH0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0753_SP_SET: WALL
 PH0753_STAMPING: 927 ADJ 1903
 PH0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH0753+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 PH0753
 PH0753  HISTORY     - Date     Condition        Report By
 PH0753  HISTORY     - 1903     MONUMENTED       USGS
 PH0753  HISTORY     - 1935     GOOD             NGS
 PH0753  HISTORY     - 1966     GOOD             LDA
 PH0753  HISTORY     - 20020401 GOOD             NYDT
 PH0753
 PH0753                          STATION DESCRIPTION
 PH0753
 PH0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0753'IN SOUTH COLTON.
 PH0753'IS LOCATED IN CENTER OF SOUTH FACE OF FOUNDATION WALL OF METHODIST
 PH0753'CHURCH.  52 YDS. NORTH OF CENTERLINE OF HY. NO. 56.  1.5 FT. ABOVE
 PH0753'GROUND.  TABLET SET VERTICALLY.
 PH0753
 PH0753                          STATION RECOVERY (1966)
 PH0753
 PH0753'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 PH0753'RECOVERED IN GOOD CONDITION.
 PH0753
 PH0753                          STATION RECOVERY (2002)
 PH0753
 PH0753'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 PH0753'GPS HANDHELD COORDINATES N44.3036 W074.5314
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0003 ***********************************************************************
 NA0003  DESIGNATION -  930 A
 NA0003  PID         -  NA0003
 NA0003  STATE/COUNTY-  NY/SCHOHARIE
 NA0003  USGS QUAD   -  COBLESKILL (1994)
 NA0003
 NA0003                         *CURRENT SURVEY CONTROL
 NA0003  ___________________________________________________________________
 NA0003* NAD 83(1986)-  42 40 44.     (N)    074 29 02.     (W)     SCALED    
 NA0003* NAVD 88     -       283.178  (meters)     929.06   (feet)  ADJUSTED  
 NA0003  ___________________________________________________________________
 NA0003  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NA0003  DYNAMIC HT  -         283.091 (meters)     928.77  (feet)  COMP
 NA0003  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 NA0003
 NA0003  VERT ORDER  -  FIRST     CLASS II
 NA0003
 NA0003.The horizontal coordinates were scaled from a topographic map and have
 NA0003.an estimated accuracy of +/- 6 seconds.
 NA0003
 NA0003.The orthometric height was determined by differential leveling
 NA0003.and adjusted by the National Geodetic Survey in June 1991..
 NA0003
 NA0003.The geoid height was determined by GEOID03.
 NA0003
 NA0003.The dynamic height is computed by dividing the NAVD 88
 NA0003.geopotential number by the normal gravity value computed on the
 NA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0003.degrees latitude (g = 980.6199 gals.).
 NA0003
 NA0003.The modeled gravity was interpolated from observed gravity values.
 NA0003
 NA0003;                    North         East    Units  Estimated Accuracy
 NA0003;SPC NY E     -   427,000.      151,320.      MT  (+/- 180 meters Scaled)
 NA0003
 NA0003                          SUPERSEDED SURVEY CONTROL
 NA0003
 NA0003  NGVD 29 (??/??/92)  283.311  (m)          929.50   (f) ADJ UNCH    1 2
 NA0003
 NA0003.Superseded values are not recommended for survey control.
 NA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0003.See file dsdata.txt to determine how the superseded data were derived.
 NA0003
 NA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN422252(NAD 83)
 NA0003_MARKER: DB = BENCH MARK DISK
 NA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0003_SP_SET: BUILDING
 NA0003_STAMPING: 930 ALBANY 1898
 NA0003_MARK LOGO: USGS  
 NA0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0003+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 NA0003
 NA0003  HISTORY     - Date     Condition        Report By
 NA0003  HISTORY     - 1898     MONUMENTED       USGS
 NA0003  HISTORY     - 1942     GOOD             NGS
 NA0003  HISTORY     - 20020927 GOOD             NYSS
 NA0003  HISTORY     - 20030812 GOOD             NYDT
 NA0003  HISTORY     - 20050406 GOOD             NYDT
 NA0003
 NA0003                          STATION DESCRIPTION
 NA0003
 NA0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0003'AT COBLESKILL.
 NA0003'AT COBLESKILL, SCHOHARIE COUNTY, AT THE SOUTHEAST CORNER OF THE
 NA0003'INTERSECTION OF UNION AND LANK STREETS, AT THE PUBLIC LIBRARY, AT THE
 NA0003'NORTHWEST CORNER OF THE BUILDING, IN THE STONE FOUNDATION, AND 2.5
 NA0003'FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY, STANDARD
 NA0003'DISK, STAMPED 930 ALBANY 1898 AND SET VERTICALLY.
 NA0003
 NA0003                          STATION RECOVERY (2002)
 NA0003
 NA0003'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 NA0003'RECOVERED IN GOOD CONDITION.
 NA0003
 NA0003                          STATION RECOVERY (2003)
 NA0003
 NA0003'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 NA0003'RECOVERED AS DESCRIBED.
 NA0003
 NA0003                          STATION RECOVERY (2005)
 NA0003
 NA0003'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 NA0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0357 ***********************************************************************
 KV0357  DESIGNATION -  931 BOR
 KV0357  PID         -  KV0357
 KV0357  STATE/COUNTY-  NY/RICHMOND
 KV0357  USGS QUAD   -  ARTHUR KILL (1981)
 KV0357
 KV0357                         *CURRENT SURVEY CONTROL
 KV0357  ___________________________________________________________________
 KV0357* NAD 83(1986)-  40 30 41.     (N)    074 13 15.     (W)     SCALED    
 KV0357* NAVD 88     -        13.759  (meters)      45.14   (feet)  ADJUSTED  
 KV0357  ___________________________________________________________________
 KV0357  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0357  DYNAMIC HT  -          13.753 (meters)      45.12  (feet)  COMP
 KV0357  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 KV0357
 KV0357  VERT ORDER  -  FIRST     CLASS II
 KV0357
 KV0357.The horizontal coordinates were scaled from a topographic map and have
 KV0357.an estimated accuracy of +/- 6 seconds.
 KV0357
 KV0357.The orthometric height was determined by differential leveling
 KV0357.and adjusted by the National Geodetic Survey in June 1991..
 KV0357
 KV0357.The geoid height was determined by GEOID03.
 KV0357
 KV0357.The dynamic height is computed by dividing the NAVD 88
 KV0357.geopotential number by the normal gravity value computed on the
 KV0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0357.degrees latitude (g = 980.6199 gals.).
 KV0357
 KV0357.The modeled gravity was interpolated from observed gravity values.
 KV0357
 KV0357;                    North         East    Units  Estimated Accuracy
 KV0357;SPC NY L     -    38,300.      281,280.      MT  (+/- 180 meters Scaled)
 KV0357
 KV0357                          SUPERSEDED SURVEY CONTROL
 KV0357
 KV0357  NGVD 29 (04/16/92)   14.079  (m)           46.19   (f) ADJUSTED    1 2
 KV0357
 KV0357.Superseded values are not recommended for survey control.
 KV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0357.See file dsdata.txt to determine how the superseded data were derived.
 KV0357
 KV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK660848(NAD 83)
 KV0357_MARKER: DD = SURVEY DISK
 KV0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0357_SP_SET: STEP
 KV0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0357
 KV0357  HISTORY     - Date     Condition        Report By
 KV0357  HISTORY     - 1952     MONUMENTED       NY-085
 KV0357  HISTORY     - 1952     GOOD             CGS
 KV0357  HISTORY     - 19950822 GOOD             USPSQD
 KV0357  HISTORY     - 20020711 MARK NOT FOUND   USPSQD
 KV0357
 KV0357                          STATION DESCRIPTION
 KV0357
 KV0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0357'AT STATEN ISLAND.
 KV0357'ON STATEN ISLAND, NEAR RICHMOND VALLEY, ABOUT 0.1 MILE NORTH OF
 KV0357'HYLAN BOULEVARD, AT MOUNT LORETTO ORPHANAGE, AN OUTLINE SQUARE
 KV0357'ON THE TOP OF THE BOTTOM STEP OF THE EASTERLY OF THREE SOUTH
 KV0357'ENTRANCES TO MOUNT LORETTO CHURCH, 0.4 FOOT WEST OF EAST END OF
 KV0357'STEP AND ABOUT 0.5 FOOT ABOVE SIDE WALK.
 KV0357
 KV0357                          STATION RECOVERY (1995)
 KV0357
 KV0357'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0357'RECOVERED IN GOOD CONDITION.
 KV0357
 KV0357                          STATION RECOVERY (2002)
 KV0357
 KV0357'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0357'SEARCHED ALL THE STEPS, BUT SAW NO EVIDENCE OF A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0359 ***********************************************************************
 KV0359  DESIGNATION -  932 BOR
 KV0359  PID         -  KV0359
 KV0359  STATE/COUNTY-  NY/RICHMOND
 KV0359  USGS QUAD   -  ARTHUR KILL (1981)
 KV0359
 KV0359                         *CURRENT SURVEY CONTROL
 KV0359  ___________________________________________________________________
 KV0359* NAD 83(1986)-  40 30 41.     (N)    074 13 15.     (W)     SCALED    
 KV0359* NAVD 88     -        13.763  (meters)      45.15   (feet)  ADJUSTED  
 KV0359  ___________________________________________________________________
 KV0359  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0359  DYNAMIC HT  -          13.758 (meters)      45.14  (feet)  COMP
 KV0359  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 KV0359
 KV0359  VERT ORDER  -  FIRST     CLASS II
 KV0359
 KV0359.The horizontal coordinates were scaled from a topographic map and have
 KV0359.an estimated accuracy of +/- 6 seconds.
 KV0359
 KV0359.The orthometric height was determined by differential leveling
 KV0359.and adjusted by the National Geodetic Survey in June 1991..
 KV0359
 KV0359.The geoid height was determined by GEOID03.
 KV0359
 KV0359.The dynamic height is computed by dividing the NAVD 88
 KV0359.geopotential number by the normal gravity value computed on the
 KV0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0359.degrees latitude (g = 980.6199 gals.).
 KV0359
 KV0359.The modeled gravity was interpolated from observed gravity values.
 KV0359
 KV0359;                    North         East    Units  Estimated Accuracy
 KV0359;SPC NY L     -    38,300.      281,280.      MT  (+/- 180 meters Scaled)
 KV0359
 KV0359                          SUPERSEDED SURVEY CONTROL
 KV0359
 KV0359  NGVD 29 (04/16/92)   14.083  (m)           46.20   (f) ADJUSTED    1 2
 KV0359
 KV0359.Superseded values are not recommended for survey control.
 KV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0359.See file dsdata.txt to determine how the superseded data were derived.
 KV0359
 KV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK660848(NAD 83)
 KV0359_MARKER: Q = CHISELED SQUARE
 KV0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0359_SP_SET: STEP
 KV0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0359
 KV0359  HISTORY     - Date     Condition        Report By
 KV0359  HISTORY     - 1952     MONUMENTED       NY-085
 KV0359  HISTORY     - 1952     GOOD             CGS
 KV0359  HISTORY     - 19950822 GOOD             USPSQD
 KV0359  HISTORY     - 20020711 MARK NOT FOUND   USPSQD
 KV0359
 KV0359                          STATION DESCRIPTION
 KV0359
 KV0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0359'AT STATEN ISLAND.
 KV0359'ON STATEN ISLAND, NEAR RICHMOND VALLEY, ABOUT 0.1 MILE NORTH OF
 KV0359'HYLAN BOULEVARD, AT MOUNT LORETTO ORPHANAGE, AN OUTLINE SQUARE
 KV0359'ON THE TOP OF THE BOTTOM STEP OF THE CENTER OF THREE SOUTH
 KV0359'ENTRANCES TO MOUNT LORETTO CHURCH, 0.5 FOOT EAST OF WEST END OF
 KV0359'STEP AND ABOUT 1/2 FOOT ABOVE SIDE WALK.
 KV0359
 KV0359                          STATION RECOVERY (1995)
 KV0359
 KV0359'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0359'RECOVERED IN GOOD CONDITION.
 KV0359
 KV0359                          STATION RECOVERY (2002)
 KV0359
 KV0359'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0359'SEARCHED ALL THE STEPS AND FOUND NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1109 ***********************************************************************
 NB1109  DESIGNATION -  935 D
 NB1109  PID         -  NB1109
 NB1109  STATE/COUNTY-  NY/STEUBEN
 NB1109  USGS QUAD   -  CORNING (1976)
 NB1109
 NB1109                         *CURRENT SURVEY CONTROL
 NB1109  ___________________________________________________________________
 NB1109* NAD 83(1986)-  42 08 34.     (N)    077 03 10.     (W)     SCALED    
 NB1109* NAVD 88     -       285.529  (meters)     936.77   (feet)  ADJUSTED  
 NB1109  ___________________________________________________________________
 NB1109  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB1109  DYNAMIC HT  -         285.424 (meters)     936.43  (feet)  COMP
 NB1109  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 NB1109
 NB1109  VERT ORDER  -  FIRST     CLASS II
 NB1109
 NB1109.The horizontal coordinates were scaled from a topographic map and have
 NB1109.an estimated accuracy of +/- 6 seconds.
 NB1109
 NB1109.The orthometric height was determined by differential leveling
 NB1109.and adjusted by the National Geodetic Survey in June 1991..
 NB1109
 NB1109.The geoid height was determined by GEOID03.
 NB1109
 NB1109.The dynamic height is computed by dividing the NAVD 88
 NB1109.geopotential number by the normal gravity value computed on the
 NB1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1109.degrees latitude (g = 980.6199 gals.).
 NB1109
 NB1109.The modeled gravity was interpolated from observed gravity values.
 NB1109
 NB1109;                    North         East    Units  Estimated Accuracy
 NB1109;SPC NY C     -   238,060.      211,200.      MT  (+/- 180 meters Scaled)
 NB1109
 NB1109                          SUPERSEDED SURVEY CONTROL
 NB1109
 NB1109  NGVD 29 (??/??/92)  285.68   (m)          937.3    (f) COMPUTED    1 2
 NB1109
 NB1109.Superseded values are not recommended for survey control.
 NB1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1109.See file dsdata.txt to determine how the superseded data were derived.
 NB1109
 NB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM303676(NAD 83)
 NB1109_MARKER: DB = BENCH MARK DISK
 NB1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1109_SP_SET: CULVERT
 NB1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1109
 NB1109  HISTORY     - Date     Condition        Report By
 NB1109  HISTORY     - UNK      MONUMENTED       USGS
 NB1109  HISTORY     - 1983     GOOD             USGS
 NB1109  HISTORY     - 1985     GOOD             USPSQD
 NB1109  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1109
 NB1109                          STATION DESCRIPTION
 NB1109
 NB1109'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 NB1109'0.8 MI W FROM PAINTED POST.
 NB1109'PAINTED POST, N.Y., 0.8 MILE WEST OF, IN MASONRY WALL OF OPEN
 NB1109'CULVERT, EAST WALL OF TRACK AND SOUTH SIDE OF TRACK. BRONZE TABLET
 NB1109'MARKED 935 D. GRADE OF RAILROAD RAISED AND BRIDGES CAPPED WITH
 NB1109'CONCRETE IN 1915. BENCH MARK DESTROYED.
 NB1109
 NB1109                          STATION RECOVERY (1983)
 NB1109
 NB1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NB1109'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 NB1109
 NB1109                          STATION RECOVERY (1985)
 NB1109
 NB1109'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB1109'RECOVERED IN GOOD CONDITION.
 NB1109
 NB1109                          STATION RECOVERY (2001)
 NB1109
 NB1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0228 ***********************************************************************
 NC0228  DESIGNATION -  93.58 L
 NC0228  PID         -  NC0228
 NC0228  STATE/COUNTY-  NY/CATTARAUGUS
 NC0228  USGS QUAD   -  ASHFORD (1964)
 NC0228
 NC0228                         *CURRENT SURVEY CONTROL
 NC0228  ___________________________________________________________________
 NC0228* NAD 83(1986)-  42 19 15.     (N)    078 36 24.     (W)     SCALED    
 NC0228* NAVD 88     -       496.505  (meters)    1628.95   (feet)  ADJUSTED  
 NC0228  ___________________________________________________________________
 NC0228  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 NC0228  DYNAMIC HT  -         496.315 (meters)    1628.33  (feet)  COMP
 NC0228  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 NC0228
 NC0228  VERT ORDER  -  FIRST     CLASS I
 NC0228
 NC0228.The horizontal coordinates were scaled from a topographic map and have
 NC0228.an estimated accuracy of +/- 6 seconds.
 NC0228
 NC0228.The orthometric height was determined by differential leveling
 NC0228.and adjusted by the National Geodetic Survey in June 1991..
 NC0228
 NC0228.The geoid height was determined by GEOID03.
 NC0228
 NC0228.The dynamic height is computed by dividing the NAVD 88
 NC0228.geopotential number by the normal gravity value computed on the
 NC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0228.degrees latitude (g = 980.6199 gals.).
 NC0228
 NC0228.The modeled gravity was interpolated from observed gravity values.
 NC0228
 NC0228;                    North         East    Units  Estimated Accuracy
 NC0228;SPC NY W     -   257,730.      348,080.      MT  (+/- 180 meters Scaled)
 NC0228
 NC0228                          SUPERSEDED SURVEY CONTROL
 NC0228
 NC0228  NGVD 29 (??/??/92)  496.657  (m)         1629.45   (f) ADJ UNCH    1 1
 NC0228
 NC0228.Superseded values are not recommended for survey control.
 NC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0228.See file dsdata.txt to determine how the superseded data were derived.
 NC0228
 NC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG972881(NAD 83)
 NC0228_MARKER: DD = SURVEY DISK
 NC0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0228_SP_SET: BRIDGE
 NC0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0228
 NC0228  HISTORY     - Date     Condition        Report By
 NC0228  HISTORY     - UNK      MONUMENTED       BORR
 NC0228  HISTORY     - 1967     GOOD             NGS
 NC0228  HISTORY     - 20021018 MARK NOT FOUND   USPSQD
 NC0228
 NC0228                          STATION DESCRIPTION
 NC0228
 NC0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0228'IN ASHFORD.
 NC0228'AT ASHFORD, ALONG THE ROCHESTER DIVISION OF THE BALTIMORE AND OHIO
 NC0228'RAILROAD, SET ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 NC0228'CONCRETE BRIDGE SEAT OF BRIDGE NO. 93.58 OVER BEAVER MEADOW CREEK, 134
 NC0228'FEET EAST OF THE CROSSING OF STATE HIGHWAY 242, 9.6 FEET SOUTHEAST OF
 NC0228'THE SOUTHEAST RAIL, 158 FEET SOUTHEAST OF AND ACROSS TRACKS AND STATE
 NC0228'HIGHWAY 242 FROM BENCH MARK Z 386 DESCRIBED, 3 1/2 FEET BELOW THE
 NC0228'LEVEL OF THE TRACK.
 NC0228
 NC0228                          STATION RECOVERY (2002)
 NC0228
 NC0228'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0228'CONCRETE CRACKED AND BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0423 ***********************************************************************
 NB0423  DESIGNATION -  94
 NB0423  PID         -  NB0423
 NB0423  STATE/COUNTY-  NY/SCHUYLER
 NB0423  USGS QUAD   -  READING CENTER (1978)
 NB0423
 NB0423                         *CURRENT SURVEY CONTROL
 NB0423  ___________________________________________________________________
 NB0423* NAD 83(1986)-  42 24 09.     (N)    076 53 13.     (W)     SCALED    
 NB0423* NAVD 88     -       143.120  (meters)     469.55   (feet)  ADJUSTED  
 NB0423  ___________________________________________________________________
 NB0423  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NB0423  DYNAMIC HT  -         143.074 (meters)     469.40  (feet)  COMP
 NB0423  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NB0423
 NB0423  VERT ORDER  -  SECOND    CLASS 0
 NB0423
 NB0423.The horizontal coordinates were scaled from a topographic map and have
 NB0423.an estimated accuracy of +/- 6 seconds.
 NB0423
 NB0423.The orthometric height was determined by differential leveling
 NB0423.and adjusted by the National Geodetic Survey in June 1991..
 NB0423
 NB0423.The geoid height was determined by GEOID03.
 NB0423
 NB0423.The dynamic height is computed by dividing the NAVD 88
 NB0423.geopotential number by the normal gravity value computed on the
 NB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0423.degrees latitude (g = 980.6199 gals.).
 NB0423
 NB0423.The modeled gravity was interpolated from observed gravity values.
 NB0423
 NB0423;                    North         East    Units  Estimated Accuracy
 NB0423;SPC NY C     -   266,840.      225,010.      MT  (+/- 180 meters Scaled)
 NB0423
 NB0423                          SUPERSEDED SURVEY CONTROL
 NB0423
 NB0423  NGVD 29 (??/??/92)  143.306  (m)          470.16   (f) ADJ UNCH    2 0
 NB0423
 NB0423.Superseded values are not recommended for survey control.
 NB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0423.See file dsdata.txt to determine how the superseded data were derived.
 NB0423
 NB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM447961(NAD 83)
 NB0423_MARKER: B = BOLT
 NB0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0423_SP_SET: CULVERT
 NB0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0423
 NB0423  HISTORY     - Date     Condition        Report By
 NB0423  HISTORY     - UNK      MONUMENTED       PRR
 NB0423  HISTORY     - 1935     GOOD             NGS
 NB0423  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0423  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0423  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB0423
 NB0423                          STATION DESCRIPTION
 NB0423
 NB0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0423'1.45 MI N FROM WATKINS GLEN.
 NB0423'IS LOCATED 1.45 MILES NORTH OF THE DEPOT. ON NORTH END OF HEADWALL
 NB0423'WEST END OF CULVERT OF BRIDGE NO. 18.81.
 NB0423
 NB0423                          STATION RECOVERY (1985)
 NB0423
 NB0423'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0423'MARK NOT FOUND.
 NB0423
 NB0423                          STATION RECOVERY (1985)
 NB0423
 NB0423'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0423'MARK NOT FOUND.
 NB0423
 NB0423                          STATION RECOVERY (2001)
 NB0423
 NB0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0423'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1015 ***********************************************************************
 OF1015  DESIGNATION -  9.40
 OF1015  PID         -  OF1015
 OF1015  STATE/COUNTY-  NY/MONROE
 OF1015  USGS QUAD   -  WEST HENRIETTA (1978)
 OF1015
 OF1015                         *CURRENT SURVEY CONTROL
 OF1015  ___________________________________________________________________
 OF1015* NAD 83(1986)-  43 03 00.     (N)    077 44 38.     (W)     SCALED    
 OF1015* NAVD 88     -       160.28   (+/-2cm)     525.9    (feet)  VERTCON   
 OF1015  ___________________________________________________________________
 OF1015  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OF1015
 OF1015  VERT ORDER  -  THIRD (See Below)
 OF1015
 OF1015.The horizontal coordinates were scaled from a topographic map and have
 OF1015.an estimated accuracy of +/- 6 seconds.
 OF1015
 OF1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1015.The vertical order pertains to the NGVD 29 superseded value.
 OF1015
 OF1015.The geoid height was determined by GEOID03.
 OF1015
 OF1015;                    North         East    Units  Estimated Accuracy
 OF1015;SPC NY W     -   339,070.      418,390.      MT  (+/- 180 meters Scaled)
 OF1015
 OF1015                          SUPERSEDED SURVEY CONTROL
 OF1015
 OF1015  NGVD 29 (??/??/??)  160.46   (m)          526.4    (f) RESET       3  
 OF1015
 OF1015.Superseded values are not recommended for survey control.
 OF1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1015.See file dsdata.txt to determine how the superseded data were derived.
 OF1015
 OF1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN765700(NAD 83)
 OF1015_MARKER: Z = SEE DESCRIPTION
 OF1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1015_SP_SET: CULVERT COPING
 OF1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1015
 OF1015  HISTORY     - Date     Condition        Report By
 OF1015  HISTORY     - UNK      MONUMENTED       BORR
 OF1015  HISTORY     - 1920     GOOD             NGS
 OF1015
 OF1015                          STATION DESCRIPTION
 OF1015
 OF1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OF1015'7.5 MI SW FROM ROCHESTER.
 OF1015'ON CULVERT 9.40 ON COPING AT CENTERLINE OF CULVERT ON LEFT SIDE OF
 OF1015'TRACK 496 + 70.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0968 ***********************************************************************
 LY0968  DESIGNATION -  942
 LY0968  PID         -  LY0968
 LY0968  STATE/COUNTY-  NY/SULLIVAN
 LY0968  USGS QUAD   -  GRAHAMSVILLE (1982)
 LY0968
 LY0968                         *CURRENT SURVEY CONTROL
 LY0968  ___________________________________________________________________
 LY0968* NAD 83(1986)-  41 50 50.     (N)    074 32 17.     (W)     SCALED    
 LY0968* NAVD 88     -       287.035  (meters)     941.71   (feet)  ADJUSTED  
 LY0968  ___________________________________________________________________
 LY0968  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LY0968  DYNAMIC HT  -         286.927 (meters)     941.36  (feet)  COMP
 LY0968  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 LY0968
 LY0968  VERT ORDER  -  SECOND    CLASS 0
 LY0968
 LY0968.The horizontal coordinates were scaled from a topographic map and have
 LY0968.an estimated accuracy of +/- 6 seconds.
 LY0968
 LY0968.The orthometric height was determined by differential leveling
 LY0968.and adjusted by the National Geodetic Survey in June 1991..
 LY0968
 LY0968.The geoid height was determined by GEOID03.
 LY0968
 LY0968.The dynamic height is computed by dividing the NAVD 88
 LY0968.geopotential number by the normal gravity value computed on the
 LY0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0968.degrees latitude (g = 980.6199 gals.).
 LY0968
 LY0968.The modeled gravity was interpolated from observed gravity values.
 LY0968
 LY0968;                    North         East    Units  Estimated Accuracy
 LY0968;SPC NY E     -   334,630.      146,840.      MT  (+/- 180 meters Scaled)
 LY0968
 LY0968                          SUPERSEDED SURVEY CONTROL
 LY0968
 LY0968  NGVD 29 (??/??/92)  287.227  (m)          942.34   (f) ADJ UNCH    2 0
 LY0968
 LY0968.Superseded values are not recommended for survey control.
 LY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0968.See file dsdata.txt to determine how the superseded data were derived.
 LY0968
 LY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM383329(NAD 83)
 LY0968_MARKER: DD = SURVEY DISK
 LY0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0968_SP_SET: ROCK PLATFORM
 LY0968_STAMPING: 942 ADJ 1903
 LY0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0968
 LY0968  HISTORY     - Date     Condition        Report By
 LY0968  HISTORY     - 1903     MONUMENTED       USGS
 LY0968  HISTORY     - 1942     GOOD             NGS
 LY0968
 LY0968                          STATION DESCRIPTION
 LY0968
 LY0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0968'0.4 MI E FROM GRAHAMSVILLE.
 LY0968'0.35 MILE EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 LY0968'STATE HIGHWAY 42 AT GRAHAMSVILLE, SULLIVAN COUNTY, IN THE ROCK
 LY0968'PLATFORM AT THE NORTHWEST CORNER OF THE GRAHAMSVILLE REFORMED
 LY0968'CHURCH, 55 FEET SOUTH ACROSS THE HIGHWAY FROM POLE 10272-28,
 LY0968'36.6 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 LY0968'HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 LY0968'STANDARD DISK, STAMPED 942 ADJ 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0352 ***********************************************************************
 KV0352  DESIGNATION -  943 BOR
 KV0352  PID         -  KV0352
 KV0352  STATE/COUNTY-  NY/RICHMOND
 KV0352  USGS QUAD   -  ARTHUR KILL (1981)
 KV0352
 KV0352                         *CURRENT SURVEY CONTROL
 KV0352  ___________________________________________________________________
 KV0352* NAD 83(1986)-  40 30 36.     (N)    074 14 37.     (W)     SCALED    
 KV0352* NAVD 88     -        23.978  (meters)      78.67   (feet)  ADJUSTED  
 KV0352  ___________________________________________________________________
 KV0352  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0352  DYNAMIC HT  -          23.969 (meters)      78.64  (feet)  COMP
 KV0352  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0352
 KV0352  VERT ORDER  -  FIRST     CLASS II
 KV0352
 KV0352.The horizontal coordinates were scaled from a topographic map and have
 KV0352.an estimated accuracy of +/- 6 seconds.
 KV0352
 KV0352.The orthometric height was determined by differential leveling
 KV0352.and adjusted by the National Geodetic Survey in June 1991..
 KV0352
 KV0352.The geoid height was determined by GEOID03.
 KV0352
 KV0352.The dynamic height is computed by dividing the NAVD 88
 KV0352.geopotential number by the normal gravity value computed on the
 KV0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0352.degrees latitude (g = 980.6199 gals.).
 KV0352
 KV0352.The modeled gravity was interpolated from observed gravity values.
 KV0352
 KV0352;                    North         East    Units  Estimated Accuracy
 KV0352;SPC NY L     -    38,150.      279,350.      MT  (+/- 180 meters Scaled)
 KV0352
 KV0352                          SUPERSEDED SURVEY CONTROL
 KV0352
 KV0352  NGVD 29 (04/16/92)   24.296  (m)           79.71   (f) ADJUSTED    1 2
 KV0352
 KV0352.Superseded values are not recommended for survey control.
 KV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0352.See file dsdata.txt to determine how the superseded data were derived.
 KV0352
 KV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK640846(NAD 83)
 KV0352_MARKER: Q = CHISELED SQUARE
 KV0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0352_SP_SET: PLATFORM
 KV0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0352
 KV0352  HISTORY     - Date     Condition        Report By
 KV0352  HISTORY     - 1952     MONUMENTED       NY-085
 KV0352  HISTORY     - 1952     GOOD             CGS
 KV0352  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV0352
 KV0352                          STATION DESCRIPTION
 KV0352
 KV0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0352'AT STATEN ISLAND.
 KV0352'ON STATEN ISLAND, AT TOTTENVILLE, AT JUNCTION OF AMBOY ROAD AND
 KV0352'YETMAN AVENUE, AT NORTH ENTRANCE TO CHURCH OF OUR LADY, AN
 KV0352'OUTLINE SQUARE IN THE TOP OF THE WEST END OF STONE PLATFORM, AT
 KV0352'TOP OF ENTRANCE STEPS TO ENTRANCE, 6 FEET WEST OF CENTER LINE
 KV0352'OF ENTRANCE AND ABOUT 2 1/2 FEET ABOVE SIDE WALK.
 KV0352
 KV0352                          STATION RECOVERY (1991)
 KV0352
 KV0352'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0651 ***********************************************************************
 NB0651  DESIGNATION -  947
 NB0651  PID         -  NB0651
 NB0651  STATE/COUNTY-  NY/YATES
 NB0651  USGS QUAD   -  PENN YAN (1976)
 NB0651
 NB0651                         *CURRENT SURVEY CONTROL
 NB0651  ___________________________________________________________________
 NB0651* NAD 83(1986)-  42 38 00.     (N)    077 00 06.     (W)     SCALED    
 NB0651* NAVD 88     -       288.953  (meters)     948.01   (feet)  ADJUSTED  
 NB0651  ___________________________________________________________________
 NB0651  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NB0651  DYNAMIC HT  -         288.864 (meters)     947.71  (feet)  COMP
 NB0651  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 NB0651
 NB0651  VERT ORDER  -  SECOND    CLASS 0
 NB0651
 NB0651.The horizontal coordinates were scaled from a topographic map and have
 NB0651.an estimated accuracy of +/- 6 seconds.
 NB0651
 NB0651.The orthometric height was determined by differential leveling
 NB0651.and adjusted by the National Geodetic Survey in June 1991..
 NB0651
 NB0651.The geoid height was determined by GEOID03.
 NB0651
 NB0651.The dynamic height is computed by dividing the NAVD 88
 NB0651.geopotential number by the normal gravity value computed on the
 NB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0651.degrees latitude (g = 980.6199 gals.).
 NB0651
 NB0651.The modeled gravity was interpolated from observed gravity values.
 NB0651
 NB0651;                    North         East    Units  Estimated Accuracy
 NB0651;SPC NY C     -   292,530.      215,690.      MT  (+/- 180 meters Scaled)
 NB0651
 NB0651                          SUPERSEDED SURVEY CONTROL
 NB0651
 NB0651  NGVD 29 (??/??/92)  289.098  (m)          948.48   (f) ADJ UNCH    2 0
 NB0651
 NB0651.Superseded values are not recommended for survey control.
 NB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0651.See file dsdata.txt to determine how the superseded data were derived.
 NB0651
 NB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN358220(NAD 83)
 NB0651_MARKER: DD = SURVEY DISK
 NB0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0651_SP_SET: BUILDING
 NB0651_STAMPING: NEW YORK
 NB0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0651
 NB0651  HISTORY     - Date     Condition        Report By
 NB0651  HISTORY     - UNK      MONUMENTED       USGS
 NB0651  HISTORY     - 1935     GOOD             NGS
 NB0651  HISTORY     - 1985     GOOD             USPSQD
 NB0651  HISTORY     - 1990     GOOD             USPSQD
 NB0651  HISTORY     - 20010608 GOOD             USPSQD
 NB0651
 NB0651                          STATION DESCRIPTION
 NB0651
 NB0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0651'AT MILO CENTER.
 NB0651'IS LOCATED IN THE EAST WALL OF CONCRETE FOUNDATION AT NORTHEAST
 NB0651'CORNER OF CHURCH, CHURCH IS ON MAIN STREET. TABLET SET VERTICALLY
 NB0651'8 IN. ABOVE GROUND.
 NB0651
 NB0651                          STATION RECOVERY (1985)
 NB0651
 NB0651'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0651'THE CHURCH IS THE MILO CENTER METHODIST CHURCH. THE MARK IS LOCATED
 NB0651'10 INCHES ABOVE GROUND LEVEL, IN THE CENTER OF THE EAST FACE OF THE
 NB0651'NORTHEAST BUTTRESS OF THE BELL TOWER.
 NB0651
 NB0651                          STATION RECOVERY (1990)
 NB0651
 NB0651'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0651'RECOVERED IN GOOD CONDITION.
 NB0651
 NB0651                          STATION RECOVERY (2001)
 NB0651
 NB0651'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0421 ***********************************************************************
 NB0421  DESIGNATION -  95
 NB0421  PID         -  NB0421
 NB0421  STATE/COUNTY-  NY/SCHUYLER
 NB0421  USGS QUAD   -  READING CENTER (1978)
 NB0421
 NB0421                         *CURRENT SURVEY CONTROL
 NB0421  ___________________________________________________________________
 NB0421* NAD 83(1986)-  42 24 26.     (N)    076 53 18.     (W)     SCALED    
 NB0421* NAVD 88     -       145.871  (meters)     478.58   (feet)  ADJUSTED  
 NB0421  ___________________________________________________________________
 NB0421  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NB0421  DYNAMIC HT  -         145.824 (meters)     478.42  (feet)  COMP
 NB0421  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 NB0421
 NB0421  VERT ORDER  -  SECOND    CLASS 0
 NB0421
 NB0421.The horizontal coordinates were scaled from a topographic map and have
 NB0421.an estimated accuracy of +/- 6 seconds.
 NB0421
 NB0421.The orthometric height was determined by differential leveling
 NB0421.and adjusted by the National Geodetic Survey in June 1991..
 NB0421
 NB0421.The geoid height was determined by GEOID03.
 NB0421
 NB0421.The dynamic height is computed by dividing the NAVD 88
 NB0421.geopotential number by the normal gravity value computed on the
 NB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0421.degrees latitude (g = 980.6199 gals.).
 NB0421
 NB0421.The modeled gravity was interpolated from observed gravity values.
 NB0421
 NB0421;                    North         East    Units  Estimated Accuracy
 NB0421;SPC NY C     -   267,370.      224,890.      MT  (+/- 180 meters Scaled)
 NB0421
 NB0421                          SUPERSEDED SURVEY CONTROL
 NB0421
 NB0421  NGVD 29 (??/??/92)  146.057  (m)          479.19   (f) ADJ UNCH    2 0
 NB0421
 NB0421.Superseded values are not recommended for survey control.
 NB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0421.See file dsdata.txt to determine how the superseded data were derived.
 NB0421
 NB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM446967(NAD 83)
 NB0421_MARKER: B = BOLT
 NB0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0421_SP_SET: BRIDGE ABUTMENT
 NB0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0421
 NB0421  HISTORY     - Date     Condition        Report By
 NB0421  HISTORY     - UNK      MONUMENTED       PRR
 NB0421  HISTORY     - 1935     GOOD             NGS
 NB0421  HISTORY     - 1967     GOOD             LOCENG
 NB0421  HISTORY     - 1990     GOOD             USPSQD
 NB0421  HISTORY     - 20010331 GOOD             NGS
 NB0421
 NB0421                          STATION DESCRIPTION
 NB0421
 NB0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0421'1.8 MI N FROM WATKINS GLEN.
 NB0421'IS LOCATED 1.8 MILES NORTH OF THE DEPOT. ON EAST END OF BACK WALL
 NB0421'OF SOUTH ABUTMENT OF BRIDGE NO. 19.17 OVER BIG HOLLOW RUN.
 NB0421
 NB0421                          STATION RECOVERY (1967)
 NB0421
 NB0421'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NB0421'RECOVERED IN GOOD CONDITION.
 NB0421
 NB0421                          STATION RECOVERY (1990)
 NB0421
 NB0421'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0421'RECOVERED IN GOOD CONDITION.
 NB0421
 NB0421                          STATION RECOVERY (2001)
 NB0421
 NB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0421'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0281 ***********************************************************************
 LY0281  DESIGNATION -  95
 LY0281  PID         -  LY0281
 LY0281  STATE/COUNTY-  NY/ORANGE
 LY0281  USGS QUAD   -  NEWBURGH (1957)
 LY0281
 LY0281                         *CURRENT SURVEY CONTROL
 LY0281  ___________________________________________________________________
 LY0281* NAD 83(1986)-  41 30 11.     (N)    074 00 31.     (W)     SCALED    
 LY0281* NAVD 88     -        28.425  (meters)      93.26   (feet)  ADJUSTED  
 LY0281  ___________________________________________________________________
 LY0281  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LY0281  DYNAMIC HT  -          28.415 (meters)      93.22  (feet)  COMP
 LY0281  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 LY0281
 LY0281  VERT ORDER  -  SECOND    CLASS 0
 LY0281
 LY0281.The horizontal coordinates were scaled from a topographic map and have
 LY0281.an estimated accuracy of +/- 6 seconds.
 LY0281
 LY0281.The orthometric height was determined by differential leveling
 LY0281.and adjusted by the National Geodetic Survey in June 1991..
 LY0281
 LY0281.The geoid height was determined by GEOID03.
 LY0281
 LY0281.The dynamic height is computed by dividing the NAVD 88
 LY0281.geopotential number by the normal gravity value computed on the
 LY0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0281.degrees latitude (g = 980.6199 gals.).
 LY0281
 LY0281.The modeled gravity was interpolated from observed gravity values.
 LY0281
 LY0281;                    North         East    Units  Estimated Accuracy
 LY0281;SPC NY E     -   296,530.      191,020.      MT  (+/- 180 meters Scaled)
 LY0281
 LY0281                          SUPERSEDED SURVEY CONTROL
 LY0281
 LY0281  NGVD 29 (??/??/92)   28.703  (m)           94.17   (f) ADJ UNCH    2 0
 LY0281
 LY0281.Superseded values are not recommended for survey control.
 LY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0281.See file dsdata.txt to determine how the superseded data were derived.
 LY0281
 LY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL827950(NAD 83)
 LY0281_MARKER: DD = SURVEY DISK
 LY0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0281_SP_SET: BUILDING
 LY0281_STAMPING: 95 ALBANY
 LY0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0281
 LY0281  HISTORY     - Date     Condition        Report By
 LY0281  HISTORY     - UNK      MONUMENTED       USGS
 LY0281  HISTORY     - 1933     GOOD             NGS
 LY0281  HISTORY     - 1942     GOOD             NGS
 LY0281  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LY0281
 LY0281                          STATION DESCRIPTION
 LY0281
 LY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0281'AT NEWBURGH.
 LY0281'AT NEWBURGH, ORANGE COUNTY, AT THE NORTHWEST CORNER OF THE OLD
 LY0281'POST OFFICE BUILDING, IN THE WALL TO THE RIGHT OF THE ENTRANCE,
 LY0281'AND 3 FEET ABOVE THE LEVEL OF THE LANDING.  A UNITED STATES
 LY0281'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 95 ALBANY AND SET
 LY0281'VERTICALLY.
 LY0281
 LY0281                          STATION RECOVERY (1942)
 LY0281
 LY0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0281'RECOVERED IN GOOD CONDITION.
 LY0281
 LY0281                          STATION RECOVERY (1987)
 LY0281
 LY0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1317 ***********************************************************************
 OE1317  DESIGNATION -  952
 OE1317  PID         -  OE1317
 OE1317  STATE/COUNTY-  NY/OSWEGO
 OE1317  USGS QUAD   -  REDFIELD (1980)
 OE1317
 OE1317                         *CURRENT SURVEY CONTROL
 OE1317  ___________________________________________________________________
 OE1317* NAD 83(1986)-  43 31 57.     (N)    075 49 18.     (W)     SCALED    
 OE1317* NAVD 88     -       289.812  (meters)     950.82   (feet)  ADJUSTED  
 OE1317  ___________________________________________________________________
 OE1317  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OE1317  DYNAMIC HT  -         289.741 (meters)     950.59  (feet)  COMP
 OE1317  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 OE1317
 OE1317  VERT ORDER  -  SECOND    CLASS 0
 OE1317
 OE1317.The horizontal coordinates were scaled from a topographic map and have
 OE1317.an estimated accuracy of +/- 6 seconds.
 OE1317
 OE1317.The orthometric height was determined by differential leveling
 OE1317.and adjusted by the National Geodetic Survey in June 1991..
 OE1317
 OE1317.The geoid height was determined by GEOID03.
 OE1317
 OE1317.The dynamic height is computed by dividing the NAVD 88
 OE1317.geopotential number by the normal gravity value computed on the
 OE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1317.degrees latitude (g = 980.6199 gals.).
 OE1317
 OE1317.The modeled gravity was interpolated from observed gravity values.
 OE1317
 OE1317;                    North         East    Units  Estimated Accuracy
 OE1317;SPC NY C     -   392,610.      311,560.      MT  (+/- 180 meters Scaled)
 OE1317
 OE1317                          SUPERSEDED SURVEY CONTROL
 OE1317
 OE1317  NGVD 29 (??/??/92)  289.944  (m)          951.26   (f) ADJ UNCH    2 0
 OE1317
 OE1317.Superseded values are not recommended for survey control.
 OE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1317.See file dsdata.txt to determine how the superseded data were derived.
 OE1317
 OE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP336202(NAD 83)
 OE1317_MARKER: DB = BENCH MARK DISK
 OE1317_SETTING: 66 = SET IN ROCK OUTCROP
 OE1317_SP_SET: ROCK FOUNDATION
 OE1317_STAMPING: 952 ALBANY 1902
 OE1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE1317+STABILITY: POSITION/ELEVATION WELL
 OE1317
 OE1317  HISTORY     - Date     Condition        Report By
 OE1317  HISTORY     - 1902     MONUMENTED       USGS
 OE1317  HISTORY     - 19980615 GOOD             USPSQD
 OE1317
 OE1317                          STATION DESCRIPTION
 OE1317
 OE1317'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 OE1317'IN REDFIELD.
 OE1317'AT REDFIELD, OSWEGO COUNTY, AT THE I.O.O.F. HALL (FORMERLY THE
 OE1317'METHODIST CHURCH), IN THE NORTH FACE OF THE ROCK FOUNDATION, 1.9 FEET
 OE1317'WEST OF THE NORTHEAST CORNER OF THE NORTH WING, AND 0.9 FOOT HIGHER
 OE1317'THAN THE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 OE1317'STAMPED 952 ALBANY 1902 AND SET VERTICALLY.
 OE1317
 OE1317                          STATION RECOVERY (1998)
 OE1317
 OE1317'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0002 ***********************************************************************
 NC0002  DESIGNATION -  953
 NC0002  PID         -  NC0002
 NC0002  STATE/COUNTY-  NY/WYOMING
 NC0002  USGS QUAD   -  STAFFORD (1978)
 NC0002
 NC0002                         *CURRENT SURVEY CONTROL
 NC0002  ___________________________________________________________________
 NC0002* NAD 83(1986)-  42 54 34.     (N)    078 01 14.     (W)     SCALED    
 NC0002* NAVD 88     -       290.48   (+/-2cm)     953.0    (feet)  VERTCON   
 NC0002  ___________________________________________________________________
 NC0002  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NC0002
 NC0002  VERT ORDER  -  THIRD (See Below)
 NC0002
 NC0002.The horizontal coordinates were scaled from a topographic map and have
 NC0002.an estimated accuracy of +/- 6 seconds.
 NC0002
 NC0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0002.The vertical order pertains to the NGVD 29 superseded value.
 NC0002
 NC0002.The geoid height was determined by GEOID03.
 NC0002
 NC0002;                    North         East    Units  Estimated Accuracy
 NC0002;SPC NY W     -   323,260.      395,950.      MT  (+/- 180 meters Scaled)
 NC0002
 NC0002                          SUPERSEDED SURVEY CONTROL
 NC0002
 NC0002  NGVD 29 (??/??/??)  290.64   (m)          953.5    (f) RESET       3  
 NC0002
 NC0002.Superseded values are not recommended for survey control.
 NC0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0002.See file dsdata.txt to determine how the superseded data were derived.
 NC0002
 NC0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH432550(NAD 83)
 NC0002_MARKER: DD = SURVEY DISK
 NC0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0002_SP_SET: BRIDGE
 NC0002_STAMPING: 953 ROCHESTER
 NC0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0002
 NC0002  HISTORY     - Date     Condition        Report By
 NC0002  HISTORY     - UNK      MONUMENTED       USGS
 NC0002  HISTORY     - 1929     GOOD             NGS
 NC0002
 NC0002                          STATION DESCRIPTION
 NC0002
 NC0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0002'IN PAVILION CENTER.
 NC0002'PAVILION CENTER, 400 FEET SOUTH OF, B.R. AND P. RAILWAY BRIDGE 30.87,
 NC0002'OVER HIGHWAY, IN TOP OF RIGHT END OF NORTH WALL STAMPED 953 ROCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1024 ***********************************************************************
 KU1024  DESIGNATION -  953
 KU1024  PID         -  KU1024
 KU1024  STATE/COUNTY-  NY/BRONX
 KU1024  USGS QUAD   -  CENTRAL PARK (1979)
 KU1024
 KU1024                         *CURRENT SURVEY CONTROL
 KU1024  ___________________________________________________________________
 KU1024* NAD 83(1986)-  40 48 28.     (N)    073 55 53.     (W)     SCALED    
 KU1024* NAVD 88     -         2.408  (meters)       7.90   (feet)  ADJUSTED  
 KU1024  ___________________________________________________________________
 KU1024  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1024  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 KU1024  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 KU1024
 KU1024  VERT ORDER  -  FIRST     CLASS II
 KU1024
 KU1024.The horizontal coordinates were scaled from a topographic map and have
 KU1024.an estimated accuracy of +/- 6 seconds.
 KU1024
 KU1024.The orthometric height was determined by differential leveling
 KU1024.and adjusted by the National Geodetic Survey in June 1991..
 KU1024
 KU1024.The geoid height was determined by GEOID03.
 KU1024
 KU1024.The dynamic height is computed by dividing the NAVD 88
 KU1024.geopotential number by the normal gravity value computed on the
 KU1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1024.degrees latitude (g = 980.6199 gals.).
 KU1024
 KU1024.The modeled gravity was interpolated from observed gravity values.
 KU1024
 KU1024;                    North         East    Units  Estimated Accuracy
 KU1024;SPC NY E     -   219,360.      197,970.      MT  (+/- 180 meters Scaled)
 KU1024
 KU1024                          SUPERSEDED SURVEY CONTROL
 KU1024
 KU1024  NGVD 29 (??/??/92)    2.737  (m)            8.98   (f) ADJ UNCH    1 2
 KU1024
 KU1024.Superseded values are not recommended for survey control.
 KU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1024.See file dsdata.txt to determine how the superseded data were derived.
 KU1024
 KU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL901179(NAD 83)
 KU1024_MARKER: B = BOLT
 KU1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1024_SP_SET: ABUTMENT
 KU1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1024
 KU1024  HISTORY     - Date     Condition        Report By
 KU1024  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1024  HISTORY     - 1952     GOOD             NGS
 KU1024
 KU1024                          STATION DESCRIPTION
 KU1024
 KU1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1024'AT NEW YORK.
 KU1024'AT NEW YORK, IN BOROUGH OF BRONX, AT THE OVERPASS OF 3RD AVENUE
 KU1024'BRIDGE OVER BRUCKNER BOULEVARD, ABOUT 135 YARDS SOUTHWEST OF
 KU1024'EXTENDED SOUTHWEST CURB OF BRUCKNER BOULEVARD, NEAR THE FOOT
 KU1024'OF SOUTHEAST SET OF STAIRS LEADING TO TOP OF BRIDGE, 3.4 FEET
 KU1024'NORTHWEST OF EAST CORNER OF STONE ABUTMENT, A 7/8-INCH COPPER
 KU1024'BOLT LEADED IN THE TOP OF A SEMI-CIRCLE STONE AT BOTTOM OF
 KU1024'ABUTMENT AND 4 INCHES ABOVE THE SIDE WALK.  AN ARROW IS CUT IN
 KU1024'THE VERTICAL NORTHEAST FACE OF SECOND COURSE OF STONE DIRECTLY
 KU1024'ABOVE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0004 ***********************************************************************
 NC0004  DESIGNATION -  954
 NC0004  PID         -  NC0004
 NC0004  STATE/COUNTY-  NY/WYOMING
 NC0004  USGS QUAD   -  WYOMING (1976)
 NC0004
 NC0004                         *CURRENT SURVEY CONTROL
 NC0004  ___________________________________________________________________
 NC0004* NAD 83(1986)-  42 50 55.     (N)    078 02 51.     (W)     SCALED    
 NC0004* NAVD 88     -       290.82   (+/-2cm)     954.1    (feet)  VERTCON   
 NC0004  ___________________________________________________________________
 NC0004  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NC0004
 NC0004  VERT ORDER  -  THIRD (See Below)
 NC0004
 NC0004.The horizontal coordinates were scaled from a topographic map and have
 NC0004.an estimated accuracy of +/- 6 seconds.
 NC0004
 NC0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0004.The vertical order pertains to the NGVD 29 superseded value.
 NC0004
 NC0004.The geoid height was determined by GEOID03.
 NC0004
 NC0004;                    North         East    Units  Estimated Accuracy
 NC0004;SPC NY W     -   316,490.      393,800.      MT  (+/- 180 meters Scaled)
 NC0004
 NC0004                          SUPERSEDED SURVEY CONTROL
 NC0004
 NC0004  NGVD 29 (??/??/??)  290.98   (m)          954.7    (f) RESET       3  
 NC0004
 NC0004.Superseded values are not recommended for survey control.
 NC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0004.See file dsdata.txt to determine how the superseded data were derived.
 NC0004
 NC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH412482(NAD 83)
 NC0004_MARKER: DD = SURVEY DISK
 NC0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0004_SP_SET: BRIDGE ABUTMENT
 NC0004_STAMPING: 954 ROCHESTER
 NC0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0004
 NC0004  HISTORY     - Date     Condition        Report By
 NC0004  HISTORY     - UNK      MONUMENTED       USGS
 NC0004  HISTORY     - 1929     GOOD             NGS
 NC0004
 NC0004                          STATION DESCRIPTION
 NC0004
 NC0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0004'IN PEARL CREEK.
 NC0004'PEARL CREEK, 800 FEET NORTH OF STATION, SOUTHEAST ABUTMENT OF R.R.
 NC0004'BRIDGE 35.45 OVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1025 ***********************************************************************
 KU1025  DESIGNATION -  954
 KU1025  PID         -  KU1025
 KU1025  STATE/COUNTY-  NY/BRONX
 KU1025  USGS QUAD   -  CENTRAL PARK (1979)
 KU1025
 KU1025                         *CURRENT SURVEY CONTROL
 KU1025  ___________________________________________________________________
 KU1025* NAD 83(1986)-  40 48 28.     (N)    073 55 53.     (W)     SCALED    
 KU1025* NAVD 88     -         3.412  (meters)      11.19   (feet)  ADJUSTED  
 KU1025  ___________________________________________________________________
 KU1025  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1025  DYNAMIC HT  -           3.411 (meters)      11.19  (feet)  COMP
 KU1025  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 KU1025
 KU1025  VERT ORDER  -  FIRST     CLASS II
 KU1025
 KU1025.The horizontal coordinates were scaled from a topographic map and have
 KU1025.an estimated accuracy of +/- 6 seconds.
 KU1025
 KU1025.The orthometric height was determined by differential leveling
 KU1025.and adjusted by the National Geodetic Survey in June 1991..
 KU1025
 KU1025.The geoid height was determined by GEOID03.
 KU1025
 KU1025.The dynamic height is computed by dividing the NAVD 88
 KU1025.geopotential number by the normal gravity value computed on the
 KU1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1025.degrees latitude (g = 980.6199 gals.).
 KU1025
 KU1025.The modeled gravity was interpolated from observed gravity values.
 KU1025
 KU1025;                    North         East    Units  Estimated Accuracy
 KU1025;SPC NY E     -   219,360.      197,970.      MT  (+/- 180 meters Scaled)
 KU1025
 KU1025                          SUPERSEDED SURVEY CONTROL
 KU1025
 KU1025  NGVD 29 (??/??/92)    3.742  (m)           12.28   (f) ADJ UNCH    1 2
 KU1025
 KU1025.Superseded values are not recommended for survey control.
 KU1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1025.See file dsdata.txt to determine how the superseded data were derived.
 KU1025
 KU1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL901179(NAD 83)
 KU1025_MARKER: X = CHISELED CROSS
 KU1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1025_SP_SET: BRIDGE STEP
 KU1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1025
 KU1025  HISTORY     - Date     Condition        Report By
 KU1025  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1025  HISTORY     - 1952     GOOD             NGS
 KU1025
 KU1025                          STATION DESCRIPTION
 KU1025
 KU1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1025'AT NEW YORK.
 KU1025'AT NEW YORK, IN BOROUGH OF BRONX, AT OVERPASS OF THIRD AVENUE
 KU1025'BRIDGE OVER BRUCKNER BOULEVARD, AT BOTTOM OF SOUTHEAST SET OF
 KU1025'STEPS LEADING TO TOP OF BRIDGE, A 1 1/2-INCH CHISELED CROSS IN
 KU1025'VERTICAL NORTHEAST FACE AT EAST CORNER OF STONE ABUTMENT, 135
 KU1025'FEET SOUTHWEST OF EXTENDED SOUTHWEST CURB LINE OF BRUCKNER BOULEVARD,
 KU1025'JUST ABOVE THE LETTER B CHISELED IN VERTICAL FACE OF SAME ABUTMENT,
 KU1025'AND 3.7 FEET ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1026 ***********************************************************************
 KU1026  DESIGNATION -  955
 KU1026  PID         -  KU1026
 KU1026  STATE/COUNTY-  NY/BRONX
 KU1026  USGS QUAD   -  CENTRAL PARK (1979)
 KU1026
 KU1026                         *CURRENT SURVEY CONTROL
 KU1026  ___________________________________________________________________
 KU1026* NAD 83(1986)-  40 48 28.     (N)    073 55 53.     (W)     SCALED    
 KU1026* NAVD 88     -         2.903  (meters)       9.52   (feet)  ADJUSTED  
 KU1026  ___________________________________________________________________
 KU1026  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1026  DYNAMIC HT  -           2.902 (meters)       9.52  (feet)  COMP
 KU1026  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 KU1026
 KU1026  VERT ORDER  -  FIRST     CLASS II
 KU1026
 KU1026.The horizontal coordinates were scaled from a topographic map and have
 KU1026.an estimated accuracy of +/- 6 seconds.
 KU1026
 KU1026.The orthometric height was determined by differential leveling
 KU1026.and adjusted by the National Geodetic Survey in June 1991..
 KU1026
 KU1026.The geoid height was determined by GEOID03.
 KU1026
 KU1026.The dynamic height is computed by dividing the NAVD 88
 KU1026.geopotential number by the normal gravity value computed on the
 KU1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1026.degrees latitude (g = 980.6199 gals.).
 KU1026
 KU1026.The modeled gravity was interpolated from observed gravity values.
 KU1026
 KU1026;                    North         East    Units  Estimated Accuracy
 KU1026;SPC NY E     -   219,360.      197,970.      MT  (+/- 180 meters Scaled)
 KU1026
 KU1026                          SUPERSEDED SURVEY CONTROL
 KU1026
 KU1026  NGVD 29 (??/??/92)    3.233  (m)           10.61   (f) ADJ UNCH    1 2
 KU1026
 KU1026.Superseded values are not recommended for survey control.
 KU1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1026.See file dsdata.txt to determine how the superseded data were derived.
 KU1026
 KU1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL901179(NAD 83)
 KU1026_MARKER: Q = CHISELED SQUARE
 KU1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1026_SP_SET: FOOTING
 KU1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1026
 KU1026  HISTORY     - Date     Condition        Report By
 KU1026  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1026  HISTORY     - 1952     GOOD             NGS
 KU1026
 KU1026                          STATION DESCRIPTION
 KU1026
 KU1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1026'AT NEW YORK.
 KU1026'AT NEW YORK, IN BOROUGH OF BRONX, AT THE OVERPASS OF 3RD AVENUE
 KU1026'BRIDGE OVER BRUCKNER BOULEVARD, 142 FEET SOUTHWEST OF EXTENDED
 KU1026'SOUTHWEST CURB LINE OF BRUCKNER BOULEVARD, AT THE SOUTHEAST SET
 KU1026'OF STONE STAIRS LEADING TO TOP OF BRIDGE, A 1 1/4-INCH OUTLINED
 KU1026'SQUARE IN THE TOP OF GRANITE FOOTING OF GRANITE BANISTER OF STAIRS,
 KU1026'ABOUT 4 INCHES SOUTHEAST OF SOUTHEAST FACE OF THIN PART OF BANISTER,
 KU1026'ABOUT 4 INCHES SOUTHWEST OF SOUTHWEST FACE OF END POST OF BANISTER
 KU1026'AND ABOUT 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1027 ***********************************************************************
 KU1027  DESIGNATION -  956
 KU1027  PID         -  KU1027
 KU1027  STATE/COUNTY-  NY/BRONX
 KU1027  USGS QUAD   -  CENTRAL PARK (1979)
 KU1027
 KU1027                         *CURRENT SURVEY CONTROL
 KU1027  ___________________________________________________________________
 KU1027* NAD 83(1986)-  40 48 27.     (N)    073 55 56.     (W)     SCALED    
 KU1027* NAVD 88     -         2.273  (meters)       7.46   (feet)  ADJUSTED  
 KU1027  ___________________________________________________________________
 KU1027  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1027  DYNAMIC HT  -           2.272 (meters)       7.45  (feet)  COMP
 KU1027  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 KU1027
 KU1027  VERT ORDER  -  FIRST     CLASS II
 KU1027
 KU1027.The horizontal coordinates were scaled from a topographic map and have
 KU1027.an estimated accuracy of +/- 6 seconds.
 KU1027
 KU1027.The orthometric height was determined by differential leveling
 KU1027.and adjusted by the National Geodetic Survey in June 1991..
 KU1027
 KU1027.The geoid height was determined by GEOID03.
 KU1027
 KU1027.The dynamic height is computed by dividing the NAVD 88
 KU1027.geopotential number by the normal gravity value computed on the
 KU1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1027.degrees latitude (g = 980.6199 gals.).
 KU1027
 KU1027.The modeled gravity was interpolated from observed gravity values.
 KU1027
 KU1027;                    North         East    Units  Estimated Accuracy
 KU1027;SPC NY E     -   219,330.      197,900.      MT  (+/- 180 meters Scaled)
 KU1027
 KU1027                          SUPERSEDED SURVEY CONTROL
 KU1027
 KU1027  NGVD 29 (??/??/92)    2.604  (m)            8.54   (f) ADJ UNCH    1 2
 KU1027
 KU1027.Superseded values are not recommended for survey control.
 KU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1027.See file dsdata.txt to determine how the superseded data were derived.
 KU1027
 KU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL900179(NAD 83)
 KU1027_MARKER: Q = CHISELED SQUARE
 KU1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1027_SP_SET: GRANITE BASE
 KU1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1027
 KU1027  HISTORY     - Date     Condition        Report By
 KU1027  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1027  HISTORY     - 1952     GOOD             NGS
 KU1027
 KU1027                          STATION DESCRIPTION
 KU1027
 KU1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1027'AT NEW YORK.
 KU1027'AT NEW YORK, IN BOROUGH OF BRONX, UNDER 3RD AVENUE BRIDGE OVER
 KU1027'HARLEM RIVER, ABOUT 50 FEET NORTHEAST OF WATERS EDGE OF HARLEM
 KU1027'RIVER, AT THE NORTHWEST EDGE OF BRIDGE WHERE IT PASSES OVER A
 KU1027'RAILROAD TRACK, A 1 1/2-INCH OUTLINED SQUARE WITH LETTERS 11.437
 KU1027'IN THE TOP OF ROUNDED GRANITE BASE AT NORTHEAST BOTTOM END OF
 KU1027'ARC OVER RAILROAD TRACK, 6 1/2 FEET NORTHEAST RAIL OF TRACK AND
 KU1027'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.  NOTE-- CAUTION DO NOT
 KU1027'CONFUSE THIS MARK WITH A SIMILAR SQUARE AND LETTERS 10.707 WHICH
 KU1027'IS ACROSS TRACK FROM THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1022 ***********************************************************************
 KU1022  DESIGNATION -  957
 KU1022  PID         -  KU1022
 KU1022  STATE/COUNTY-  NY/BRONX
 KU1022  USGS QUAD   -  CENTRAL PARK (1979)
 KU1022
 KU1022                         *CURRENT SURVEY CONTROL
 KU1022  ___________________________________________________________________
 KU1022* NAD 83(1986)-  40 48 29.     (N)    073 55 50.     (W)     SCALED    
 KU1022* NAVD 88     -         2.540  (meters)       8.33   (feet)  ADJUSTED  
 KU1022  ___________________________________________________________________
 KU1022  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1022  DYNAMIC HT  -           2.539 (meters)       8.33  (feet)  COMP
 KU1022  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 KU1022
 KU1022  VERT ORDER  -  FIRST     CLASS II
 KU1022
 KU1022.The horizontal coordinates were scaled from a topographic map and have
 KU1022.an estimated accuracy of +/- 6 seconds.
 KU1022
 KU1022.The orthometric height was determined by differential leveling
 KU1022.and adjusted by the National Geodetic Survey in June 1991..
 KU1022
 KU1022.The geoid height was determined by GEOID03.
 KU1022
 KU1022.The dynamic height is computed by dividing the NAVD 88
 KU1022.geopotential number by the normal gravity value computed on the
 KU1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1022.degrees latitude (g = 980.6199 gals.).
 KU1022
 KU1022.The modeled gravity was interpolated from observed gravity values.
 KU1022
 KU1022;                    North         East    Units  Estimated Accuracy
 KU1022;SPC NY E     -   219,390.      198,040.      MT  (+/- 180 meters Scaled)
 KU1022
 KU1022                          SUPERSEDED SURVEY CONTROL
 KU1022
 KU1022  NGVD 29 (??/??/92)    2.870  (m)            9.42   (f) ADJ UNCH    1 2
 KU1022
 KU1022.Superseded values are not recommended for survey control.
 KU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1022.See file dsdata.txt to determine how the superseded data were derived.
 KU1022
 KU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL902180(NAD 83)
 KU1022_MARKER: Q = CHISELED SQUARE
 KU1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1022_SP_SET: PIER BASE
 KU1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1022
 KU1022  HISTORY     - Date     Condition        Report By
 KU1022  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1022  HISTORY     - 1952     GOOD             NGS
 KU1022
 KU1022                          STATION DESCRIPTION
 KU1022
 KU1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1022'AT NEW YORK.
 KU1022'AT NEW YORK, IN BOROUGH OF BRONX, AT OVERPASS OF 3RD AVENUE
 KU1022'BRIDGE OVER BRUCKNER BOULEVARD, 27 FEET NORTHEAST OF EXTENDED
 KU1022'NORTHEAST CURB LINE OF BRUCKNER BOULEVARD, IN THE SOUTHEAST EDGE
 KU1022'OF 3RD AVENUE BRIDGE, A 1 1/2-INCH OUTLINED SQUARE IN THE TOP OF
 KU1022'THE EAST CORNER OF GRANITE BASE OF FIRST SOUTHEAST GRANITE PIER
 KU1022'NORTHEAST OF BRUCKNER BOULEVARD, AND ABOUT 1/2 FOOT ABOVE STREET.
 KU1022'LETTERS BWS NY CUT IN ROCK NEXT TO SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1023 ***********************************************************************
 KU1023  DESIGNATION -  958
 KU1023  PID         -  KU1023
 KU1023  STATE/COUNTY-  NY/BRONX
 KU1023  USGS QUAD   -  CENTRAL PARK (1979)
 KU1023
 KU1023                         *CURRENT SURVEY CONTROL
 KU1023  ___________________________________________________________________
 KU1023* NAD 83(1986)-  40 48 30.     (N)    073 55 52.     (W)     SCALED    
 KU1023* NAVD 88     -         3.248  (meters)      10.66   (feet)  ADJUSTED  
 KU1023  ___________________________________________________________________
 KU1023  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1023  DYNAMIC HT  -           3.247 (meters)      10.65  (feet)  COMP
 KU1023  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 KU1023
 KU1023  VERT ORDER  -  FIRST     CLASS II
 KU1023
 KU1023.The horizontal coordinates were scaled from a topographic map and have
 KU1023.an estimated accuracy of +/- 6 seconds.
 KU1023
 KU1023.The orthometric height was determined by differential leveling
 KU1023.and adjusted by the National Geodetic Survey in June 1991..
 KU1023
 KU1023.The geoid height was determined by GEOID03.
 KU1023
 KU1023.The dynamic height is computed by dividing the NAVD 88
 KU1023.geopotential number by the normal gravity value computed on the
 KU1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1023.degrees latitude (g = 980.6199 gals.).
 KU1023
 KU1023.The modeled gravity was interpolated from observed gravity values.
 KU1023
 KU1023;                    North         East    Units  Estimated Accuracy
 KU1023;SPC NY E     -   219,420.      198,000.      MT  (+/- 180 meters Scaled)
 KU1023
 KU1023                          SUPERSEDED SURVEY CONTROL
 KU1023
 KU1023  NGVD 29 (??/??/92)    3.578  (m)           11.74   (f) ADJ UNCH    1 2
 KU1023
 KU1023.Superseded values are not recommended for survey control.
 KU1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1023.See file dsdata.txt to determine how the superseded data were derived.
 KU1023
 KU1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL901180(NAD 83)
 KU1023_MARKER: B = BOLT
 KU1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1023_SP_SET: WATER TABLE
 KU1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1023
 KU1023  HISTORY     - Date     Condition        Report By
 KU1023  HISTORY     - UNK      MONUMENTED       NYBE+A
 KU1023  HISTORY     - 1952     GOOD             NGS
 KU1023
 KU1023                          STATION DESCRIPTION
 KU1023
 KU1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1023'AT NEW YORK.
 KU1023'AT NEW YORK, IN BOROUGH OF BRONX, AT THE OVERPASS OF 3RD AVENUE
 KU1023'BRIDGE OVER BRUCKNER BOULEVARD, ABOUT 12 FEET SOUTHWEST OF
 KU1023'EXTENDED SOUTHWEST CURB LINE OF BRUCKNER BOULEVARD, 18 1/2 FEET
 KU1023'NORTHWEST OF NORTHWEST CURB OF 3RD AVENUE UNDER BRIDGE, 26 1/2
 KU1023'FEET NORTHWEST OF NORTHWEST EDGE OF 3RD AVENUE BRIDGE, THE TOP OF
 KU1023'A 3/4-INCH IRON BOLT LEADED IN THE VERTICAL SOUTHEAST FACE OF
 KU1023'GRANITE WATER TABLE OF BRILL EQUIPMENT COMPANY BUILDING AND ABOUT
 KU1023'2 1/2 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0420 ***********************************************************************
 NB0420  DESIGNATION -  96
 NB0420  PID         -  NB0420
 NB0420  STATE/COUNTY-  NY/SCHUYLER
 NB0420  USGS QUAD   -  READING CENTER (1978)
 NB0420
 NB0420                         *CURRENT SURVEY CONTROL
 NB0420  ___________________________________________________________________
 NB0420* NAD 83(1986)-  42 25 09.     (N)    076 53 33.     (W)     SCALED    
 NB0420* NAVD 88     -       154.365  (meters)     506.45   (feet)  ADJUSTED  
 NB0420  ___________________________________________________________________
 NB0420  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0420  DYNAMIC HT  -         154.315 (meters)     506.28  (feet)  COMP
 NB0420  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NB0420
 NB0420  VERT ORDER  -  SECOND    CLASS 0
 NB0420
 NB0420.The horizontal coordinates were scaled from a topographic map and have
 NB0420.an estimated accuracy of +/- 6 seconds.
 NB0420
 NB0420.The orthometric height was determined by differential leveling
 NB0420.and adjusted by the National Geodetic Survey in June 1991..
 NB0420
 NB0420.The geoid height was determined by GEOID03.
 NB0420
 NB0420.The dynamic height is computed by dividing the NAVD 88
 NB0420.geopotential number by the normal gravity value computed on the
 NB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0420.degrees latitude (g = 980.6199 gals.).
 NB0420
 NB0420.The modeled gravity was interpolated from observed gravity values.
 NB0420
 NB0420;                    North         East    Units  Estimated Accuracy
 NB0420;SPC NY C     -   268,700.      224,560.      MT  (+/- 180 meters Scaled)
 NB0420
 NB0420                          SUPERSEDED SURVEY CONTROL
 NB0420
 NB0420  NGVD 29 (??/??/92)  154.547  (m)          507.04   (f) ADJ UNCH    2 0
 NB0420
 NB0420.Superseded values are not recommended for survey control.
 NB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0420.See file dsdata.txt to determine how the superseded data were derived.
 NB0420
 NB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM442980(NAD 83)
 NB0420_MARKER: B = BOLT
 NB0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0420_SP_SET: CULVERT
 NB0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0420
 NB0420  HISTORY     - Date     Condition        Report By
 NB0420  HISTORY     - UNK      MONUMENTED       PRR
 NB0420  HISTORY     - 1935     GOOD             NGS
 NB0420  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 NB0420  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB0420
 NB0420                          STATION DESCRIPTION
 NB0420
 NB0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0420'2.65 MI N FROM WATKINS GLEN.
 NB0420'IS LOCATED 2.65 MILES NORTH OF THE DEPOT. ON SOUTH END OF CULVERT,
 NB0420'EAST END OF HEADWALL OF BRIDGE NO. 20.02 OVER SMALL RUN.
 NB0420
 NB0420                          STATION RECOVERY (1967)
 NB0420
 NB0420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 NB0420'MARK NOT FOUND.
 NB0420
 NB0420                          STATION RECOVERY (2001)
 NB0420
 NB0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0420'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0835 ***********************************************************************
 MZ0835  DESIGNATION -  9.697
 MZ0835  PID         -  MZ0835
 MZ0835  STATE/COUNTY-  NY/RENSSELAER
 MZ0835  USGS QUAD   -  DELMAR (1980)
 MZ0835
 MZ0835                         *CURRENT SURVEY CONTROL
 MZ0835  ___________________________________________________________________
 MZ0835* NAD 83(1986)-  42 30 48.     (N)    073 45 48.     (W)     SCALED    
 MZ0835* NAVD 88     -         3.608  (meters)      11.84   (feet)  ADJUSTED  
 MZ0835  ___________________________________________________________________
 MZ0835  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ0835  DYNAMIC HT  -           3.607 (meters)      11.83  (feet)  COMP
 MZ0835  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 MZ0835
 MZ0835  VERT ORDER  -  FIRST     CLASS II
 MZ0835
 MZ0835.The horizontal coordinates were scaled from a topographic map and have
 MZ0835.an estimated accuracy of +/- 6 seconds.
 MZ0835
 MZ0835.The orthometric height was determined by differential leveling
 MZ0835.and adjusted by the National Geodetic Survey in June 1991..
 MZ0835.WARNING-Repeat measurements at this control monument indicate possible
 MZ0835.vertical movement.
 MZ0835
 MZ0835.The geoid height was determined by GEOID03.
 MZ0835
 MZ0835.The dynamic height is computed by dividing the NAVD 88
 MZ0835.geopotential number by the normal gravity value computed on the
 MZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0835.degrees latitude (g = 980.6199 gals.).
 MZ0835
 MZ0835.The modeled gravity was interpolated from observed gravity values.
 MZ0835
 MZ0835;                    North         East    Units  Estimated Accuracy
 MZ0835;SPC NY E     -   408,880.      210,530.      MT  (+/- 180 meters Scaled)
 MZ0835
 MZ0835                          SUPERSEDED SURVEY CONTROL
 MZ0835
 MZ0835  NGVD 29 (??/??/92)    3.839  (m)           12.60   (f) ADJ UNCH    1 2
 MZ0835
 MZ0835.Superseded values are not recommended for survey control.
 MZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0835.See file dsdata.txt to determine how the superseded data were derived.
 MZ0835
 MZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN015075(NAD 83)
 MZ0835_MARKER: Q = CHISELED SQUARE
 MZ0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0835_SP_SET: MILEPOST
 MZ0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0835
 MZ0835  HISTORY     - Date     Condition        Report By
 MZ0835  HISTORY     - UNK      MONUMENTED       NYCRR
 MZ0835  HISTORY     - 1955     GOOD             NGS
 MZ0835
 MZ0835                          STATION DESCRIPTION
 MZ0835
 MZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0835'1.4 MI S FROM CASTLETON-ON-HUDSON.
 MZ0835'ABOUT 1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0835'STATION AT CASTLETON-ON-HUDSON, AN OUTLINED SQUARE ON THE TOP OF WEST
 MZ0835'SIDE OF BASE OF MILE POST NY 133, 8 1/4 FEET EAST OF EAST RAIL OF EAST
 MZ0835'TRACK, 2 1/2 FEET BELOW LEVEL OF TRACKS AND ABOUT 8 INCHES
 MZ0835'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1520 ***********************************************************************
 NA1520  DESIGNATION -  973.64
 NA1520  PID         -  NA1520
 NA1520  STATE/COUNTY-  NY/CHENANGO
 NA1520  USGS QUAD   -  OXFORD (1949)
 NA1520
 NA1520                         *CURRENT SURVEY CONTROL
 NA1520  ___________________________________________________________________
 NA1520* NAD 83(1986)-  42 26 31.     (N)    075 35 52.     (W)     SCALED    
 NA1520* NAVD 88     -       296.535  (meters)     972.88   (feet)  ADJUSTED  
 NA1520  ___________________________________________________________________
 NA1520  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NA1520  DYNAMIC HT  -         296.433 (meters)     972.55  (feet)  COMP
 NA1520  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 NA1520
 NA1520  VERT ORDER  -  SECOND    CLASS 0
 NA1520
 NA1520.The horizontal coordinates were scaled from a topographic map and have
 NA1520.an estimated accuracy of +/- 6 seconds.
 NA1520
 NA1520.The orthometric height was determined by differential leveling
 NA1520.and adjusted by the National Geodetic Survey in June 1991..
 NA1520
 NA1520.The geoid height was determined by GEOID03.
 NA1520
 NA1520.The dynamic height is computed by dividing the NAVD 88
 NA1520.geopotential number by the normal gravity value computed on the
 NA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1520.degrees latitude (g = 980.6199 gals.).
 NA1520
 NA1520.The modeled gravity was interpolated from observed gravity values.
 NA1520
 NA1520;                    North         East    Units  Estimated Accuracy
 NA1520;SPC NY C     -   271,650.      331,080.      MT  (+/- 180 meters Scaled)
 NA1520
 NA1520                          SUPERSEDED SURVEY CONTROL
 NA1520
 NA1520  NGVD 29 (??/??/92)  296.656  (m)          973.28   (f) ADJ UNCH    2 0
 NA1520
 NA1520.Superseded values are not recommended for survey control.
 NA1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1520.See file dsdata.txt to determine how the superseded data were derived.
 NA1520
 NA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM508990(NAD 83)
 NA1520_MARKER: DD = SURVEY DISK
 NA1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1520_STAMPING: 973.64
 NA1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1520+STABILITY: SURFACE MOTION
 NA1520
 NA1520  HISTORY     - Date     Condition        Report By
 NA1520  HISTORY     - UNK      MONUMENTED       USGS
 NA1520  HISTORY     - 1942     GOOD             NGS
 NA1520  HISTORY     - 1976     GOOD             NGS
 NA1520
 NA1520                          STATION DESCRIPTION
 NA1520
 NA1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1520'AT OXFORD.
 NA1520'AT THE NATIONAL BANK OF OXFORD.  A U.S.G.S. DISK, SET VERTICALLY, IN
 NA1520'THE SOUTHEAST CONCRETE FOUNDATION, 1.5 FEET SOUTHWEST OF THE EAST
 NA1520'CORNER, AND 1.7 FEET ABOVE THE GROUND.
 NA1520
 NA1520                          STATION RECOVERY (1976)
 NA1520
 NA1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1064 ***********************************************************************
 OE1064  DESIGNATION -  974
 OE1064  PID         -  OE1064
 OE1064  STATE/COUNTY-  NY/ONEIDA
 OE1064  USGS QUAD   -  FLORENCE (1980)
 OE1064
 OE1064                         *CURRENT SURVEY CONTROL
 OE1064  ___________________________________________________________________
 OE1064* NAD 83(1986)-  43 26 14.     (N)    075 44 56.     (W)     SCALED    
 OE1064* NAVD 88     -       296.310  (meters)     972.14   (feet)  ADJUSTED  
 OE1064  ___________________________________________________________________
 OE1064  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE1064  DYNAMIC HT  -         296.238 (meters)     971.91  (feet)  COMP
 OE1064  MODELED GRAV-     980,366.4   (mgal)                       NAVD 88
 OE1064
 OE1064  VERT ORDER  -  SECOND    CLASS 0
 OE1064
 OE1064.The horizontal coordinates were scaled from a topographic map and have
 OE1064.an estimated accuracy of +/- 6 seconds.
 OE1064
 OE1064.The orthometric height was determined by differential leveling
 OE1064.and adjusted by the National Geodetic Survey in June 1991..
 OE1064
 OE1064.The geoid height was determined by GEOID03.
 OE1064
 OE1064.The dynamic height is computed by dividing the NAVD 88
 OE1064.geopotential number by the normal gravity value computed on the
 OE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1064.degrees latitude (g = 980.6199 gals.).
 OE1064
 OE1064.The modeled gravity was interpolated from observed gravity values.
 OE1064
 OE1064;                    North         East    Units  Estimated Accuracy
 OE1064;SPC NY C     -   382,080.      317,550.      MT  (+/- 180 meters Scaled)
 OE1064
 OE1064                          SUPERSEDED SURVEY CONTROL
 OE1064
 OE1064  NGVD 29 (??/??/92)  296.458  (m)          972.63   (f) ADJ UNCH    2 0
 OE1064
 OE1064.Superseded values are not recommended for survey control.
 OE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1064.See file dsdata.txt to determine how the superseded data were derived.
 OE1064
 OE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP393096(NAD 83)
 OE1064_MARKER: DD = SURVEY DISK
 OE1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1064_SP_SET: PIER
 OE1064_STAMPING: 974 ALBANY 1902
 OE1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1064
 OE1064  HISTORY     - Date     Condition        Report By
 OE1064  HISTORY     - 1902     MONUMENTED       USGS
 OE1064  HISTORY     - 1942     GOOD             NGS
 OE1064
 OE1064                          STATION DESCRIPTION
 OE1064
 OE1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1064'IN FLORENCE.
 OE1064'AT FLORENCE, ONEIDA COUNTY, 15.8 FEET SOUTHEAST OF THE CALLAN STORE,
 OE1064'IN THE TOP OF A ROCK PIER, 34.5 FEET SOUTHWEST OF THE CENTERLINE OF A
 OE1064'ROAD, AND LEVEL WITH THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 OE1064'STANDARD DISK, STAMPED 974 ALBANY 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1035 ***********************************************************************
 KU1035  DESIGNATION -  976 BOM
 KU1035  PID         -  KU1035
 KU1035  STATE/COUNTY-  NY/NEW YORK
 KU1035  USGS QUAD   -  CENTRAL PARK (1979)
 KU1035
 KU1035                         *CURRENT SURVEY CONTROL
 KU1035  ___________________________________________________________________
 KU1035* NAD 83(1986)-  40 48 39.     (N)    073 57 09.     (W)     SCALED    
 KU1035* NAVD 88     -         9.093  (meters)      29.83   (feet)  ADJUSTED  
 KU1035  ___________________________________________________________________
 KU1035  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU1035  DYNAMIC HT  -           9.090 (meters)      29.82  (feet)  COMP
 KU1035  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 KU1035
 KU1035  VERT ORDER  -  FIRST     CLASS II
 KU1035
 KU1035.The horizontal coordinates were scaled from a topographic map and have
 KU1035.an estimated accuracy of +/- 6 seconds.
 KU1035
 KU1035.The orthometric height was determined by differential leveling
 KU1035.and adjusted by the National Geodetic Survey in June 1991..
 KU1035
 KU1035.The geoid height was determined by GEOID03.
 KU1035
 KU1035.The dynamic height is computed by dividing the NAVD 88
 KU1035.geopotential number by the normal gravity value computed on the
 KU1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1035.degrees latitude (g = 980.6199 gals.).
 KU1035
 KU1035.The modeled gravity was interpolated from observed gravity values.
 KU1035
 KU1035;                    North         East    Units  Estimated Accuracy
 KU1035;SPC NY E     -   219,690.      196,190.      MT  (+/- 180 meters Scaled)
 KU1035
 KU1035                          SUPERSEDED SURVEY CONTROL
 KU1035
 KU1035  NGVD 29 (??/??/92)    9.422  (m)           30.91   (f) ADJ UNCH    1 2
 KU1035
 KU1035.Superseded values are not recommended for survey control.
 KU1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1035.See file dsdata.txt to determine how the superseded data were derived.
 KU1035
 KU1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL883182(NAD 83)
 KU1035_MARKER: Q = CHISELED SQUARE
 KU1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1035_SP_SET: RAIL FOOTING
 KU1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1035
 KU1035  HISTORY     - Date     Condition        Report By
 KU1035  HISTORY     - UNK      MONUMENTED       NY4170
 KU1035  HISTORY     - 1952     GOOD             NGS
 KU1035  HISTORY     - 20051030 MARK NOT FOUND   GEOCAC
 KU1035
 KU1035                          STATION DESCRIPTION
 KU1035
 KU1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1035'AT NEW YORK.
 KU1035'AT NEW YORK, AT INTERSECTION OF WEST 125TH STREET AND ST. NICHOLAS
 KU1035'AVENUE, 36 FEET SOUTHWEST OF SOUTHWEST CURB OF WEST 125TH STREET,
 KU1035'19 FEET NORTHWEST OF NORTHWEST CURB OF ST. NICHOLAS AVENUE, 1.2
 KU1035'FEET SOUTHEAST OF SOUTHEAST OF STORE BUILDING, AND IS A 1 1/2-INCH
 KU1035'OUTLINED SQUARE ON TOP OF NORTHEAST RAIL FOOTING OF ENTRANCE TO
 KU1035'SUBWAY AND 0.4 FOOT ABOVE LEVEL OF SIDE WALK.
 KU1035
 KU1035                          STATION RECOVERY (2005)
 KU1035
 KU1035'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1035'THE MARK IS LOCATED ON THE CONCRETE FOOTING OF A SUBWAY ENTRANCE.  THE
 KU1035'LOCATION WAS FOUND AND ALL PARTICULARS OF THE DESCRIPTION WERE
 KU1035'CORRECT, BUT THE CONCRETE FOOTING IS NOW COVERED BY A LAYER OF BLACK
 KU1035'PAINT AND NO MARK IS VISIBLE.  GIVEN TO DIFFICULTY OF RECOVERING A
 KU1035'CHISELED MARK ON OLD CONCRETE, I THINK IT IS LIKELY THAT THE MARK IS
 KU1035'STILL THERE UNDER THE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1285 ***********************************************************************
 NA1285  DESIGNATION -  978
 NA1285  PID         -  NA1285
 NA1285  STATE/COUNTY-  NY/CHENANGO
 NA1285  USGS QUAD   -  SIDNEY (1982)
 NA1285
 NA1285                         *CURRENT SURVEY CONTROL
 NA1285  ___________________________________________________________________
 NA1285* NAD 83(1986)-  42 16 08.     (N)    075 29 00.     (W)     SCALED    
 NA1285* NAVD 88     -       297.852  (meters)     977.20   (feet)  ADJUSTED  
 NA1285  ___________________________________________________________________
 NA1285  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NA1285  DYNAMIC HT  -         297.744 (meters)     976.85  (feet)  COMP
 NA1285  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NA1285
 NA1285  VERT ORDER  -  FIRST     CLASS II
 NA1285
 NA1285.The horizontal coordinates were scaled from a topographic map and have
 NA1285.an estimated accuracy of +/- 6 seconds.
 NA1285
 NA1285.The orthometric height was determined by differential leveling
 NA1285.and adjusted by the National Geodetic Survey in June 1991..
 NA1285
 NA1285.The geoid height was determined by GEOID03.
 NA1285
 NA1285.The dynamic height is computed by dividing the NAVD 88
 NA1285.geopotential number by the normal gravity value computed on the
 NA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1285.degrees latitude (g = 980.6199 gals.).
 NA1285
 NA1285.The modeled gravity was interpolated from observed gravity values.
 NA1285
 NA1285;                    North         East    Units  Estimated Accuracy
 NA1285;SPC NY C     -   252,550.      340,750.      MT  (+/- 180 meters Scaled)
 NA1285
 NA1285                          SUPERSEDED SURVEY CONTROL
 NA1285
 NA1285  NGVD 29 (??/??/92)  297.978  (m)          977.62   (f) ADJ UNCH    1 2
 NA1285
 NA1285.Superseded values are not recommended for survey control.
 NA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1285.See file dsdata.txt to determine how the superseded data were derived.
 NA1285
 NA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM601797(NAD 83)
 NA1285_MARKER: DD = SURVEY DISK
 NA1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1285_SP_SET: UNDERPASS
 NA1285_STAMPING: 978 ALBANY 1898
 NA1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1285
 NA1285  HISTORY     - Date     Condition        Report By
 NA1285  HISTORY     - 1898     MONUMENTED       USGS
 NA1285  HISTORY     - 1941     GOOD             NGS
 NA1285  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NA1285
 NA1285                          STATION DESCRIPTION
 NA1285
 NA1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1285'1.9 MI S FROM BAINBRIDGE.
 NA1285'1.9 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1285'STATION AT BAINBRIDGE, CHENANGO COUNTY, 0.4 MILE SOUTH OF MILEPOST
 NA1285'A-110, AT THE NORTHEAST ABUTMENT OF A SMALL CATTLE UNDERPASS, IN THE
 NA1285'THIRD STEP, 2.2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE STEP, 0.8
 NA1285'FOOT NORTHWEST OF THE SOUTHEAST END, 63.7 FEET SOUTHEAST OF THE
 NA1285'CENTERLINE OF STATE HIGHWAY 7, 12.1 FEET SOUTHEAST OF THE SOUTHEAST
 NA1285'RAIL, 2.8 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 6 FEET
 NA1285'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 978 ALBANY 1898.
 NA1285
 NA1285                          STATION RECOVERY (1982)
 NA1285
 NA1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1285'MARK NOT FOUND.
 NA1285
 NA1285                          STATION RECOVERY (1989)
 NA1285
 NA1285'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 NA1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1026 ***********************************************************************
 NA1026  DESIGNATION -  978
 NA1026  PID         -  NA1026
 NA1026  STATE/COUNTY-  NY/ONEIDA
 NA1026  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1026
 NA1026                         *CURRENT SURVEY CONTROL
 NA1026  ___________________________________________________________________
 NA1026* NAD 83(1986)-  42 56 21.     (N)    075 27 40.     (W)     SCALED    
 NA1026* NAVD 88     -       298.184  (meters)     978.29   (feet)  ADJUSTED  
 NA1026  ___________________________________________________________________
 NA1026  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NA1026  DYNAMIC HT  -         298.093 (meters)     977.99  (feet)  COMP
 NA1026  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NA1026
 NA1026  VERT ORDER  -  SECOND    CLASS 0
 NA1026
 NA1026.The horizontal coordinates were scaled from a topographic map and have
 NA1026.an estimated accuracy of +/- 6 seconds.
 NA1026
 NA1026.The orthometric height was determined by differential leveling
 NA1026.and adjusted by the National Geodetic Survey in June 1991..
 NA1026
 NA1026.The geoid height was determined by GEOID03.
 NA1026
 NA1026.The dynamic height is computed by dividing the NAVD 88
 NA1026.geopotential number by the normal gravity value computed on the
 NA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1026.degrees latitude (g = 980.6199 gals.).
 NA1026
 NA1026.The modeled gravity was interpolated from observed gravity values.
 NA1026
 NA1026;                    North         East    Units  Estimated Accuracy
 NA1026;SPC NY C     -   327,020.      341,590.      MT  (+/- 180 meters Scaled)
 NA1026
 NA1026                          SUPERSEDED SURVEY CONTROL
 NA1026
 NA1026  NGVD 29 (??/??/92)  298.308  (m)          978.70   (f) ADJ UNCH    2 0
 NA1026
 NA1026.Superseded values are not recommended for survey control.
 NA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1026.See file dsdata.txt to determine how the superseded data were derived.
 NA1026
 NA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN623541(NAD 83)
 NA1026_MARKER: DD = SURVEY DISK
 NA1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1026_SP_SET: WALL
 NA1026_STAMPING: 978 USGS 1903
 NA1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1026
 NA1026  HISTORY     - Date     Condition        Report By
 NA1026  HISTORY     - 1903     MONUMENTED       USGS
 NA1026  HISTORY     - 1942     GOOD             NGS
 NA1026
 NA1026                          STATION DESCRIPTION
 NA1026
 NA1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1026'AT ORISKANY FALLS.
 NA1026'AT ORISKANY FALLS, ON THE CORNER OF BROAD AND MADISON STREETS, AT AN
 NA1026'OLD TWO STORY APARTMENT HOUSE AND BARBER SHOP.  A DISK, SET
 NA1026'VERTICALLY, IN THE SOUTHWEST STONE FOUNDATION WALL, 11.6 FEET
 NA1026'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, AND 2.0 FEET ABOVE
 NA1026'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1337 ***********************************************************************
 NA1337  DESIGNATION -  978 USGS
 NA1337  PID         -  NA1337
 NA1337  STATE/COUNTY-  NY/BROOME
 NA1337  USGS QUAD   -  DEPOSIT (1965)
 NA1337
 NA1337                         *CURRENT SURVEY CONTROL
 NA1337  ___________________________________________________________________
 NA1337* NAD 83(1986)-  42 00 31.     (N)    075 23 44.     (W)     SCALED    
 NA1337* NAVD 88     -       298.283  (meters)     978.62   (feet)  ADJUSTED  
 NA1337  ___________________________________________________________________
 NA1337  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 NA1337  DYNAMIC HT  -         298.174 (meters)     978.26  (feet)  COMP
 NA1337  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 NA1337
 NA1337  VERT ORDER  -  FIRST     CLASS II
 NA1337
 NA1337.The horizontal coordinates were scaled from a topographic map and have
 NA1337.an estimated accuracy of +/- 6 seconds.
 NA1337
 NA1337.The orthometric height was determined by differential leveling
 NA1337.and adjusted by the National Geodetic Survey in June 1991..
 NA1337
 NA1337.The geoid height was determined by GEOID03.
 NA1337
 NA1337.The dynamic height is computed by dividing the NAVD 88
 NA1337.geopotential number by the normal gravity value computed on the
 NA1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1337.degrees latitude (g = 980.6199 gals.).
 NA1337
 NA1337.The modeled gravity was interpolated from observed gravity values.
 NA1337
 NA1337;                    North         East    Units  Estimated Accuracy
 NA1337;SPC NY E     -   352,940.       75,820.      MT  (+/- 180 meters Scaled)
 NA1337
 NA1337                          SUPERSEDED SURVEY CONTROL
 NA1337
 NA1337  NGVD 29 (??/??/92)  298.43   (m)          979.1    (f) COMPUTED    1 2
 NA1337
 NA1337.Superseded values are not recommended for survey control.
 NA1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1337.See file dsdata.txt to determine how the superseded data were derived.
 NA1337
 NA1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM672508(NAD 83)
 NA1337_MARKER: DD = SURVEY DISK
 NA1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1337_SP_SET: BRIDGE
 NA1337_STAMPING: 978 ALBANY 1900
 NA1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1337
 NA1337  HISTORY     - Date     Condition        Report By
 NA1337  HISTORY     - 1900     MONUMENTED       USGS
 NA1337  HISTORY     - 1942     GOOD             NGS
 NA1337  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1337
 NA1337                          STATION DESCRIPTION
 NA1337
 NA1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1337'4.4 MI S FROM DEPOSIT.
 NA1337'IS 4.4 MILES SOUTH OF DEPOSIT, BROOME COUNTY, N.Y., ON THE WEST SIDE
 NA1337'OF THE TOP OF THE BRIDGE SEAT OF THE NORTH ABUTMENT OF AN IRON
 NA1337'BRIDGE. DEPOSIT, 4.4 MILES SOUTH OF, NORTH ABUTMENT OF IRON BRIDGE,
 NA1337'WEST SIDE, TOP OF BRIDGE SEAT.  BRONZE TABLET STAMPED 978 ALBANY
 NA1337'1900.  NOTE-- BRIDGE IS NOW CONCRETE.
 NA1337
 NA1337                          STATION RECOVERY (1982)
 NA1337
 NA1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1337'NOT RECOVERED.  A SEARCH WAS MADE WITH NO EVIDENCE OF STATION BEING
 NA1337'FOUND.  DESCRIPTION INADEQUATE TO RECOVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0221 ***********************************************************************
 NC0221  DESIGNATION -  98.10 L
 NC0221  PID         -  NC0221
 NC0221  STATE/COUNTY-  NY/CATTARAUGUS
 NC0221  USGS QUAD   -  ELLICOTTVILLE (1964)
 NC0221
 NC0221                         *CURRENT SURVEY CONTROL
 NC0221  ___________________________________________________________________
 NC0221* NAD 83(1986)-  42 16 24.     (N)    078 39 56.     (W)     SCALED    
 NC0221* NAVD 88     -       470.154  (meters)    1542.50   (feet)  ADJUSTED  
 NC0221  ___________________________________________________________________
 NC0221  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NC0221  DYNAMIC HT  -         469.974 (meters)    1541.91  (feet)  COMP
 NC0221  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 NC0221
 NC0221  VERT ORDER  -  FIRST     CLASS I
 NC0221
 NC0221.The horizontal coordinates were scaled from a topographic map and have
 NC0221.an estimated accuracy of +/- 6 seconds.
 NC0221
 NC0221.The orthometric height was determined by differential leveling
 NC0221.and adjusted by the National Geodetic Survey in June 1991..
 NC0221
 NC0221.The geoid height was determined by GEOID03.
 NC0221
 NC0221.The dynamic height is computed by dividing the NAVD 88
 NC0221.geopotential number by the normal gravity value computed on the
 NC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0221.degrees latitude (g = 980.6199 gals.).
 NC0221
 NC0221.The modeled gravity was interpolated from observed gravity values.
 NC0221
 NC0221;                    North         East    Units  Estimated Accuracy
 NC0221;SPC NY W     -   252,460.      343,220.      MT  (+/- 180 meters Scaled)
 NC0221
 NC0221                          SUPERSEDED SURVEY CONTROL
 NC0221
 NC0221  NGVD 29 (??/??/92)  470.311  (m)         1543.01   (f) ADJ UNCH    1 1
 NC0221
 NC0221.Superseded values are not recommended for survey control.
 NC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0221.See file dsdata.txt to determine how the superseded data were derived.
 NC0221
 NC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG925827(NAD 83)
 NC0221_MARKER: DD = SURVEY DISK
 NC0221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0221_SP_SET: BRIDGE ABUTMENT
 NC0221_MARK LOGO: NONE  
 NC0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0221+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 NC0221
 NC0221  HISTORY     - Date     Condition        Report By
 NC0221  HISTORY     - UNK      MONUMENTED       BORR
 NC0221  HISTORY     - 1967     GOOD             NGS
 NC0221  HISTORY     - 19940913 GOOD             LOCENG
 NC0221  HISTORY     - 20020925 GOOD             USPSQD
 NC0221  HISTORY     - 20060113 GOOD             USPSQD
 NC0221
 NC0221                          STATION DESCRIPTION
 NC0221
 NC0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0221'IN ELLICOTTVILLE.
 NC0221'AT ELLICOTTVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.05
 NC0221'MILE SOUTH OF THE RAILROAD STATION AT ELLICOTTVILLE, SET ON THE TOP OF
 NC0221'THE EAST END OF THE NORTH BRIDGE SEAT FOR THE NORTH ABUTMENT OF THE
 NC0221'BRIDGE OVER MILL STREET, 7.0 FEET EAST OF THE EAST RAIL OF THE EAST
 NC0221'MAIN TRACK AND 3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE--MARK MAY BE
 NC0221'REACHED BY GOING 0.2 MILE EAST ALONG WASHINGTON STREET FROM THE POST
 NC0221'OFFICE, THENCE 0.3 MLE SOUTHEAST ALONG MILL STREET TO RAILROAD BRIDGE
 NC0221'AND MARK.
 NC0221
 NC0221                          STATION RECOVERY (1994)
 NC0221
 NC0221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (TM)
 NC0221'RECOVERED AS DESCRIBED.
 NC0221
 NC0221                          STATION RECOVERY (2002)
 NC0221
 NC0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0221'RECOVERED IN GOOD CONDITION.
 NC0221
 NC0221                          STATION RECOVERY (2006)
 NC0221
 NC0221'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1521 ***********************************************************************
 NA1521  DESIGNATION -  982 ALBANY
 NA1521  PID         -  NA1521
 NA1521  STATE/COUNTY-  NY/CHENANGO
 NA1521  USGS QUAD   -  OXFORD (1949)
 NA1521
 NA1521                         *CURRENT SURVEY CONTROL
 NA1521  ___________________________________________________________________
 NA1521* NAD 83(1986)-  42 26 33.     (N)    075 35 54.     (W)     SCALED    
 NA1521* NAVD 88     -       299.214  (meters)     981.67   (feet)  ADJUSTED  
 NA1521  ___________________________________________________________________
 NA1521  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NA1521  DYNAMIC HT  -         299.111 (meters)     981.33  (feet)  COMP
 NA1521  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 NA1521
 NA1521  VERT ORDER  -  SECOND    CLASS 0
 NA1521
 NA1521.The horizontal coordinates were scaled from a topographic map and have
 NA1521.an estimated accuracy of +/- 6 seconds.
 NA1521
 NA1521.The orthometric height was determined by differential leveling
 NA1521.and adjusted by the National Geodetic Survey in June 1991..
 NA1521
 NA1521.The geoid height was determined by GEOID03.
 NA1521
 NA1521.The dynamic height is computed by dividing the NAVD 88
 NA1521.geopotential number by the normal gravity value computed on the
 NA1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1521.degrees latitude (g = 980.6199 gals.).
 NA1521
 NA1521.The modeled gravity was interpolated from observed gravity values.
 NA1521
 NA1521;                    North         East    Units  Estimated Accuracy
 NA1521;SPC NY C     -   271,710.      331,040.      MT  (+/- 180 meters Scaled)
 NA1521
 NA1521                          SUPERSEDED SURVEY CONTROL
 NA1521
 NA1521  NGVD 29 (??/??/92)  299.335  (m)          982.07   (f) ADJ UNCH    2 0
 NA1521
 NA1521.Superseded values are not recommended for survey control.
 NA1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1521.See file dsdata.txt to determine how the superseded data were derived.
 NA1521
 NA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM507990(NAD 83)
 NA1521_MARKER: DD = SURVEY DISK
 NA1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1521_SP_SET: STONE
 NA1521_STAMPING: 982-ALBANY
 NA1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1521+STABILITY: SURFACE MOTION
 NA1521
 NA1521  HISTORY     - Date     Condition        Report By
 NA1521  HISTORY     - UNK      MONUMENTED       USGS
 NA1521  HISTORY     - 1934     GOOD             NGS
 NA1521
 NA1521                          STATION DESCRIPTION
 NA1521
 NA1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA1521'AT OXFORD.
 NA1521'ALONG U.S. HIGHWAY NO. 12, ON THE EAST FACE OF THE SOUTH CORNER OF
 NA1521'STONE FOUNDATION OF THE OLD CITIZENS OPERA HOUSE (BUILDING DESTROYED
 NA1521'BY FIRE), 16 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 8 YARDS
 NA1521'WEST OF THE SIDEWALK, 20 FEET NORTH OF TANSEYS GARAGE, 3 FEET ABOVE
 NA1521'THE LEVEL OF THE GROUND, A VERTICAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0418 ***********************************************************************
 NB0418  DESIGNATION -  99
 NB0418  PID         -  NB0418
 NB0418  STATE/COUNTY-  NY/YATES
 NB0418  USGS QUAD   -  READING CENTER (1978)
 NB0418
 NB0418                         *CURRENT SURVEY CONTROL
 NB0418  ___________________________________________________________________
 NB0418* NAD 83(1986)-  42 27 27.     (N)    076 54 12.     (W)     SCALED    
 NB0418* NAVD 88     -       183.368  (meters)     601.60   (feet)  ADJUSTED  
 NB0418  ___________________________________________________________________
 NB0418  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NB0418  DYNAMIC HT  -         183.309 (meters)     601.41  (feet)  COMP
 NB0418  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 NB0418
 NB0418  VERT ORDER  -  SECOND    CLASS 0
 NB0418
 NB0418.The horizontal coordinates were scaled from a topographic map and have
 NB0418.an estimated accuracy of +/- 6 seconds.
 NB0418
 NB0418.The orthometric height was determined by differential leveling
 NB0418.and adjusted by the National Geodetic Survey in June 1991..
 NB0418
 NB0418.The geoid height was determined by GEOID03.
 NB0418
 NB0418.The dynamic height is computed by dividing the NAVD 88
 NB0418.geopotential number by the normal gravity value computed on the
 NB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0418.degrees latitude (g = 980.6199 gals.).
 NB0418
 NB0418.The modeled gravity was interpolated from observed gravity values.
 NB0418
 NB0418;                    North         East    Units  Estimated Accuracy
 NB0418;SPC NY C     -   272,960.      223,680.      MT  (+/- 180 meters Scaled)
 NB0418
 NB0418                          SUPERSEDED SURVEY CONTROL
 NB0418
 NB0418  NGVD 29 (??/??/92)  183.542  (m)          602.17   (f) ADJ UNCH    2 0
 NB0418
 NB0418.Superseded values are not recommended for survey control.
 NB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0418.See file dsdata.txt to determine how the superseded data were derived.
 NB0418
 NB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN435023(NAD 83)
 NB0418_MARKER: B = BOLT
 NB0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0418_SP_SET: BRIDGE
 NB0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0418
 NB0418  HISTORY     - Date     Condition        Report By
 NB0418  HISTORY     - UNK      MONUMENTED       PRR
 NB0418  HISTORY     - 1935     GOOD             NGS
 NB0418  HISTORY     - 1985     GOOD             USPSQD
 NB0418  HISTORY     - 1990     GOOD             USPSQD
 NB0418
 NB0418                          STATION DESCRIPTION
 NB0418
 NB0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0418'1.05 MI S FROM ROCK STREAM.
 NB0418'IS LOCATED 1.05 MILES SOUTH OF THE DEPOT. ON EAST END OF BRIDGE
 NB0418'NORTH ABUTMENT OF RAILROAD BRIDGE NO. 22.70 OVER SMALL RUN.
 NB0418
 NB0418                          STATION RECOVERY (1985)
 NB0418
 NB0418'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0418'THE BRIDGE IS OVER A PRIVATE ROADWAY TO THE MC DONALD AND BEARDSLEY
 NB0418'LAKE PROPERTIES, AND NOT 'SMALL RUN' AS SHOWN IN THE DESCRIPTION.
 NB0418'(FOR THE BRIDGE OVER SMALL RUN SEE MARK 96 (P.R.R.). THE MARK IS
 NB0418'LOCATED 6 INCHES NORTH OF THE SOUTH FACE OF THE NORTH ABUTMENT AND 6
 NB0418'FEET, 11 INCHES EAST OF THE EAST RAIL.
 NB0418
 NB0418                          STATION RECOVERY (1990)
 NB0418
 NB0418'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1334 ***********************************************************************
 NA1334  DESIGNATION -  991 USGS
 NA1334  PID         -  NA1334
 NA1334  STATE/COUNTY-  NY/DELAWARE
 NA1334  USGS QUAD   -  DEPOSIT (1965)
 NA1334
 NA1334                         *CURRENT SURVEY CONTROL
 NA1334  ___________________________________________________________________
 NA1334* NAD 83(1986)-  42 02 01.     (N)    075 24 37.     (W)     SCALED    
 NA1334* NAVD 88     -       302.173  (meters)     991.38   (feet)  ADJUSTED  
 NA1334  ___________________________________________________________________
 NA1334  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NA1334  DYNAMIC HT  -         302.061 (meters)     991.01  (feet)  COMP
 NA1334  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 NA1334
 NA1334  VERT ORDER  -  FIRST     CLASS II
 NA1334
 NA1334.The horizontal coordinates were scaled from a topographic map and have
 NA1334.an estimated accuracy of +/- 6 seconds.
 NA1334
 NA1334.The orthometric height was determined by differential leveling
 NA1334.and adjusted by the National Geodetic Survey in June 1991..
 NA1334
 NA1334.The geoid height was determined by GEOID03.
 NA1334
 NA1334.The dynamic height is computed by dividing the NAVD 88
 NA1334.geopotential number by the normal gravity value computed on the
 NA1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1334.degrees latitude (g = 980.6199 gals.).
 NA1334
 NA1334.The modeled gravity was interpolated from observed gravity values.
 NA1334
 NA1334;                    North         East    Units  Estimated Accuracy
 NA1334;SPC NY E     -   355,730.       74,630.      MT  (+/- 180 meters Scaled)
 NA1334
 NA1334                          SUPERSEDED SURVEY CONTROL
 NA1334
 NA1334  NGVD 29 (??/??/92)  302.32   (m)          991.9    (f) COMPUTED    1 2
 NA1334
 NA1334.Superseded values are not recommended for survey control.
 NA1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1334.See file dsdata.txt to determine how the superseded data were derived.
 NA1334
 NA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM660535(NAD 83)
 NA1334_MARKER: Q = CHISELED SQUARE
 NA1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1334_SP_SET: CULVERT
 NA1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1334
 NA1334  HISTORY     - Date     Condition        Report By
 NA1334  HISTORY     - UNK      MONUMENTED       USGS
 NA1334  HISTORY     - 1941     GOOD             NGS
 NA1334  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1334
 NA1334                          STATION DESCRIPTION
 NA1334
 NA1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1334'2.2 MI S FROM DEPOSIT.
 NA1334'THIS MARK IS ALONG THE ERIE RAILROAD, 2.2 MILES SOUTH OF THE STATION
 NA1334'AT DEPOSIT, BROOME COUNTY, IN THE SOUTH END OF THE WEST HEADWALL OF A
 NA1334'BOX CULVERT NUMBER 173.72, AND IS A CHISELED SQUARE ABOUT 6 FEET WEST
 NA1334'OF THE SOUTH BOUND TRACK.
 NA1334
 NA1334                          STATION RECOVERY (1982)
 NA1334
 NA1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1334'NOT RECOVERED.  A SEARCH WAS MADE WITH NO EVIDENCE OF A CHISELED
 NA1334'SQUARE BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0075 ***********************************************************************
 LY0075  DESIGNATION -  993
 LY0075  PID         -  LY0075
 LY0075  STATE/COUNTY-  NY/ULSTER
 LY0075  USGS QUAD   -  PEEKAMOOSE MTN (1969)
 LY0075
 LY0075                         *CURRENT SURVEY CONTROL
 LY0075  ___________________________________________________________________
 LY0075* NAD 83(1986)-  41 53 20.     (N)    074 27 51.     (W)     SCALED    
 LY0075* NAVD 88     -       302.590  (meters)     992.75   (feet)  ADJUSTED  
 LY0075  ___________________________________________________________________
 LY0075  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LY0075  DYNAMIC HT  -         302.475 (meters)     992.37  (feet)  COMP
 LY0075  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 LY0075
 LY0075  VERT ORDER  -  SECOND    CLASS 0
 LY0075
 LY0075.The horizontal coordinates were scaled from a topographic map and have
 LY0075.an estimated accuracy of +/- 6 seconds.
 LY0075
 LY0075.The orthometric height was determined by differential leveling
 LY0075.and adjusted by the National Geodetic Survey in June 1991..
 LY0075
 LY0075.The geoid height was determined by GEOID03.
 LY0075
 LY0075.The dynamic height is computed by dividing the NAVD 88
 LY0075.geopotential number by the normal gravity value computed on the
 LY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0075.degrees latitude (g = 980.6199 gals.).
 LY0075
 LY0075.The modeled gravity was interpolated from observed gravity values.
 LY0075
 LY0075;                    North         East    Units  Estimated Accuracy
 LY0075;SPC NY E     -   339,260.      152,970.      MT  (+/- 180 meters Scaled)
 LY0075
 LY0075                          SUPERSEDED SURVEY CONTROL
 LY0075
 LY0075  NGVD 29 (??/??/92)  302.789  (m)          993.40   (f) ADJ UNCH    2 0
 LY0075
 LY0075.Superseded values are not recommended for survey control.
 LY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0075.See file dsdata.txt to determine how the superseded data were derived.
 LY0075
 LY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM444375(NAD 83)
 LY0075_MARKER: DB = BENCH MARK DISK
 LY0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0075_SP_SET: FOUNDATION
 LY0075_STAMPING: 993 ALBANY 1903
 LY0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0075
 LY0075  HISTORY     - Date     Condition        Report By
 LY0075  HISTORY     - 1903     MONUMENTED       USGS
 LY0075  HISTORY     - 1942     GOOD             NGS
 LY0075
 LY0075                          STATION DESCRIPTION
 LY0075
 LY0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0075'0.2 MI E FROM SUNDOWN.
 LY0075'0.15 MILE EAST ALONG A MACADAM ROAD FROM THE POST OFFICE AT
 LY0075'SUNDOWN, ULSTER COUNTY, AT A T-JUNCTION, IN THE NORTHWEST
 LY0075'FOUNDATION OF THE METHODIST CHURCH, 97 FEET SOUTHEAST ACROSS
 LY0075'THE ROAD FROM THE SOUTH CORNER OF A 2-STORY YELLOW HOUSE, 25.5
 LY0075'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN
 LY0075'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LY0075'STAMPED 993 ALBANY 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0870 ***********************************************************************
 LY0870  DESIGNATION -  999
 LY0870  PID         -  LY0870
 LY0870  STATE/COUNTY-  NY/SULLIVAN
 LY0870  USGS QUAD   -  WOODRIDGE (1982)
 LY0870
 LY0870                         *CURRENT SURVEY CONTROL
 LY0870  ___________________________________________________________________
 LY0870* NAD 83(1986)-  41 41 15.     (N)    074 31 41.     (W)     SCALED    
 LY0870* NAVD 88     -       305.384  (meters)    1001.91   (feet)  ADJUSTED  
 LY0870  ___________________________________________________________________
 LY0870  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 LY0870  DYNAMIC HT  -         305.254 (meters)    1001.49  (feet)  COMP
 LY0870  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 LY0870
 LY0870  VERT ORDER  -  SECOND    CLASS 0
 LY0870
 LY0870.The horizontal coordinates were scaled from a topographic map and have
 LY0870.an estimated accuracy of +/- 6 seconds.
 LY0870
 LY0870.The orthometric height was determined by differential leveling
 LY0870.and adjusted by the National Geodetic Survey in June 1991..
 LY0870
 LY0870.The geoid height was determined by GEOID03.
 LY0870
 LY0870.The dynamic height is computed by dividing the NAVD 88
 LY0870.geopotential number by the normal gravity value computed on the
 LY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0870.degrees latitude (g = 980.6199 gals.).
 LY0870
 LY0870.The modeled gravity was interpolated from observed gravity values.
 LY0870
 LY0870;                    North         East    Units  Estimated Accuracy
 LY0870;SPC NY E     -   316,890.      147,660.      MT  (+/- 180 meters Scaled)
 LY0870
 LY0870                          SUPERSEDED SURVEY CONTROL
 LY0870
 LY0870  NGVD 29 (??/??/92)  305.566  (m)         1002.51   (f) ADJ UNCH    2 0
 LY0870
 LY0870.Superseded values are not recommended for survey control.
 LY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0870.See file dsdata.txt to determine how the superseded data were derived.
 LY0870
 LY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM392151(NAD 83)
 LY0870_MARKER: DD = SURVEY DISK
 LY0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0870_SP_SET: ABUTMENT
 LY0870_STAMPING: 999 ADJ 1903
 LY0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0870
 LY0870  HISTORY     - Date     Condition        Report By
 LY0870  HISTORY     - 1903     MONUMENTED       USGS
 LY0870  HISTORY     - 1942     GOOD             NGS
 LY0870
 LY0870                          STATION DESCRIPTION
 LY0870
 LY0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0870'AT MOUNTAIN DALE.
 LY0870'AT MOUNTAIN DALE, SULLIVAN COUNTY, ABOUT 0.3 MILE SOUTH OF THE
 LY0870'NEW YORK, ONTARIO AND WESTERN RAILWAY STATION, AT BRIDGE 96, IN
 LY0870'THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 6 FEET EAST OF THE
 LY0870'CENTER LINE OF THE NORTH-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN
 LY0870'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LY0870'STAMPED 999 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0586 ***********************************************************************
 PG0586  DESIGNATION -  999 11 452
 PG0586  PID         -  PG0586
 PG0586  STATE/COUNTY-  NY/CLINTON
 PG0586  USGS QUAD   -  
 PG0586
 PG0586                         *CURRENT SURVEY CONTROL
 PG0586  ___________________________________________________________________
 PG0586* NAD 83(1986)-  45 00 00.     (N)    073 28 23.     (W)     SCALED    
 PG0586* NAVD 88     -        57.661  (meters)     189.18   (feet)  ADJUSTED  
 PG0586  ___________________________________________________________________
 PG0586  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 PG0586  DYNAMIC HT  -          57.660 (meters)     189.17  (feet)  COMP
 PG0586  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 PG0586
 PG0586  VERT ORDER  -  FIRST     CLASS II
 PG0586
 PG0586.The horizontal coordinates were scaled from a topographic map and have
 PG0586.an estimated accuracy of +/- 6 seconds.
 PG0586
 PG0586.The orthometric height was determined by differential leveling
 PG0586.and adjusted by the National Geodetic Survey in June 1991..
 PG0586
 PG0586.The geoid height was determined by GEOID03.
 PG0586
 PG0586.The dynamic height is computed by dividing the NAVD 88
 PG0586.geopotential number by the normal gravity value computed on the
 PG0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0586.degrees latitude (g = 980.6199 gals.).
 PG0586
 PG0586.The modeled gravity was interpolated from observed gravity values.
 PG0586
 PG0586;                    North         East    Units  Estimated Accuracy
 PG0586;SPC NY E     -   685,390.      230,960.      MT  (+/- 180 meters Scaled)
 PG0586
 PG0586                          SUPERSEDED SURVEY CONTROL
 PG0586
 PG0586  NGVD 29 (??/??/??)   57.804  (m)          189.65   (f) ADJUSTED    1 2
 PG0586
 PG0586.Superseded values are not recommended for survey control.
 PG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0586.See file dsdata.txt to determine how the superseded data were derived.
 PG0586
 PG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ203840(NAD 83)
 PG0586_MARKER: DD = SURVEY DISK
 PG0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0586_SP_SET: WALL
 PG0586_STAMPING: 999 11 452
 PG0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0586
 PG0586  HISTORY     - Date     Condition        Report By
 PG0586  HISTORY     - UNK      MONUMENTED       CGS
 PG0586  HISTORY     - 1961     GOOD             CGS
 PG0586
 PG0586                          STATION DESCRIPTION
 PG0586
 PG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0586'2.1 MI NW FROM CHAMPLAIN.
 PG0586'ABOUT 1.4 MILE WESTERLY ALONG THE RUTLAND RAILROAD FROM THE DEPOT IN
 PG0586'CHAMPLAIN TO JUNCTION OF U.S.HWY 11, THENCE 0.35 MILE NORTHWEST ALONG
 PG0586'U.S. HWY 11 TO RESTRICTED ROAD NORTHEAST, THENCE 0.35 MILE NORTHEAST
 PG0586'ON RESTRICTED ROAD, THIS IS A BRASS DISK IN THE WALL OF THE SILO,
 PG0586'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0901 ***********************************************************************
 PG0901  DESIGNATION -  99911062
 PG0901  PID         -  PG0901
 PG0901  STATE/COUNTY-  NY/ESSEX
 PG0901  USGS QUAD   -  
 PG0901
 PG0901                         *CURRENT SURVEY CONTROL
 PG0901  ___________________________________________________________________
 PG0901* NAD 83(1986)-  44 27 49.     (N)    073 38 35.     (W)     SCALED    
 PG0901* NAVD 88     -       207.597  (meters)     681.09   (feet)  ADJUSTED  
 PG0901  ___________________________________________________________________
 PG0901  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PG0901  DYNAMIC HT  -         207.574 (meters)     681.02  (feet)  COMP
 PG0901  MODELED GRAV-     980,500.6   (mgal)                       NAVD 88
 PG0901
 PG0901  VERT ORDER  -  SECOND    CLASS 0
 PG0901
 PG0901.The horizontal coordinates were scaled from a topographic map and have
 PG0901.an estimated accuracy of +/- 6 seconds.
 PG0901
 PG0901.The orthometric height was determined by differential leveling
 PG0901.and adjusted by the National Geodetic Survey in June 1991..
 PG0901
 PG0901.The geoid height was determined by GEOID03.
 PG0901
 PG0901.The dynamic height is computed by dividing the NAVD 88
 PG0901.geopotential number by the normal gravity value computed on the
 PG0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0901.degrees latitude (g = 980.6199 gals.).
 PG0901
 PG0901.The modeled gravity was interpolated from observed gravity values.
 PG0901
 PG0901;                    North         East    Units  Estimated Accuracy
 PG0901;SPC NY E     -   625,630.      218,190.      MT  (+/- 180 meters Scaled)
 PG0901
 PG0901                          SUPERSEDED SURVEY CONTROL
 PG0901
 PG0901  NGVD 29 (??/??/??)  207.713  (m)          681.47   (f) ADJUSTED    2 0
 PG0901
 PG0901.Superseded values are not recommended for survey control.
 PG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0901.See file dsdata.txt to determine how the superseded data were derived.
 PG0901
 PG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ079242(NAD 83)
 PG0901_MARKER: DD = SURVEY DISK
 PG0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0901_SP_SET: SILO
 PG0901_STAMPING: 99911062
 PG0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0901
 PG0901  HISTORY     - Date     Condition        Report By
 PG0901  HISTORY     - UNK      MONUMENTED       CGS
 PG0901  HISTORY     - 1961     GOOD             CGS
 PG0901
 PG0901                          STATION DESCRIPTION
 PG0901
 PG0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0901'2.5 MI NE FROM ASUABLE FORKS.
 PG0901'ABOUT 2.15 MILES NORTHEAST ALONG GOLF COURSE ROAD FROM THE AUSABLE
 PG0901'FORKS POST OFFICE TO CROSS ROADS, THENCE EAST ALONG COUNTY ROAD 0.25
 PG0901'MILE TO SITE ENTRANCE ON RIGHT, THENCE RIGHT 0.25 MILES.  MARK IS A
 PG0901'BRONZE DISK SET IN THE RETAINING WALL OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0982 ***********************************************************************
 PG0982  DESIGNATION -  999.924
 PG0982  PID         -  PG0982
 PG0982  STATE/COUNTY-  NY/ESSEX
 PG0982  USGS QUAD   -  
 PG0982
 PG0982                         *CURRENT SURVEY CONTROL
 PG0982  ___________________________________________________________________
 PG0982* NAD 83(1986)-  44 20 05.     (N)    073 33 23.     (W)     SCALED    
 PG0982* NAVD 88     -       225.383  (meters)     739.44   (feet)  ADJUSTED  
 PG0982  ___________________________________________________________________
 PG0982  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 PG0982  DYNAMIC HT  -         225.354 (meters)     739.35  (feet)  COMP
 PG0982  MODELED GRAV-     980,481.1   (mgal)                       NAVD 88
 PG0982
 PG0982  VERT ORDER  -  SECOND    CLASS 0
 PG0982
 PG0982.The horizontal coordinates were scaled from a topographic map and have
 PG0982.an estimated accuracy of +/- 6 seconds.
 PG0982
 PG0982.The orthometric height was determined by differential leveling
 PG0982.and adjusted by the National Geodetic Survey in June 1991..
 PG0982
 PG0982.The geoid height was determined by GEOID03.
 PG0982
 PG0982.The dynamic height is computed by dividing the NAVD 88
 PG0982.geopotential number by the normal gravity value computed on the
 PG0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0982.degrees latitude (g = 980.6199 gals.).
 PG0982
 PG0982.The modeled gravity was interpolated from observed gravity values.
 PG0982
 PG0982;                    North         East    Units  Estimated Accuracy
 PG0982;SPC NY E     -   611,390.      225,250.      MT  (+/- 180 meters Scaled)
 PG0982
 PG0982                          SUPERSEDED SURVEY CONTROL
 PG0982
 PG0982  NGVD 29 (??/??/??)  225.527  (m)          739.92   (f) ADJUSTED    2 0
 PG0982
 PG0982.Superseded values are not recommended for survey control.
 PG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0982.See file dsdata.txt to determine how the superseded data were derived.
 PG0982
 PG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ150100(NAD 83)
 PG0982_MARKER: DD = SURVEY DISK
 PG0982_SETTING: 0 = UNSPECIFIED SETTING
 PG0982_STAMPING: 999.924
 PG0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0982
 PG0982  HISTORY     - Date     Condition        Report By
 PG0982  HISTORY     - UNK      MONUMENTED       CGS
 PG0982  HISTORY     - 1961     GOOD             CGS
 PG0982
 PG0982                          STATION DESCRIPTION
 PG0982
 PG0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0982'5.15 MI N FROM LEWIS.
 PG0982'ABOUT 4.45 MILE NORTH ALONG U.S. HWY 9 FROM THE POST OFFICE IN LEWIS
 PG0982'TO A CROSS ROADS THENCE LEFT AT SIDE ROAD 0.4 MILE TO SITE ENTRANCE
 PG0982'THENCE 0.3 MILE WEST TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1862 ***********************************************************************
 NB1862  DESIGNATION -  99=SWEETS HILL RESET
 NB1862  PID         -  NB1862
 NB1862  STATE/COUNTY-  NY/SENECA
 NB1862  USGS QUAD   -  ROMULUS (1953)
 NB1862
 NB1862                         *CURRENT SURVEY CONTROL
 NB1862  ___________________________________________________________________
 NB1862* NAD 83(1996)-  42 49 37.11319(N)    076 50 40.49254(W)     ADJUSTED  
 NB1862* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NB1862  ___________________________________________________________________
 NB1862  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 NB1862  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NB1862
 NB1862  HORZ ORDER  -  SECOND
 NB1862
 NB1862.The horizontal coordinates were established by classical geodetic methods
 NB1862.and adjusted by the National Geodetic Survey in January 1999..
 NB1862
 NB1862.The orthometric height was scaled from a topographic map.
 NB1862
 NB1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1862
 NB1862.The geoid height was determined by GEOID03.
 NB1862
 NB1862;                    North         East     Units Scale Factor Converg.
 NB1862;SPC NY C     -   313,982.905   228,639.245   MT  0.99994311   -0 10 39.3
 NB1862;SPC NY C     - 1,030,125.58    750,127.26   sFT  0.99994311   -0 10 39.3
 NB1862;UTM  18      - 4,743,251.179   349,228.024   MT  0.99987967   -1 15 15.0
 NB1862
 NB1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1862!SPC NY C     -   0.99997072  x   0.99994311  =   0.99991384
 NB1862!UTM  18      -   0.99997072  x   0.99987967  =   0.99985040
 NB1862
 NB1862:                Primary Azimuth Mark                     Grid Az
 NB1862:SPC NY C     -  SENECA ORDNANCE DEPOT WATER TK           177 13 11.0
 NB1862:UTM  18      -  SENECA ORDNANCE DEPOT WATER TK           178 17 46.7
 NB1862
 NB1862|---------------------------------------------------------------------|
 NB1862| PID    Reference Object                     Distance      Geod. Az  |
 NB1862|                                                           dddmmss.s |
 NB1862| NB1856 SENECA ORDNANCE DEPOT WATER TK      APPROX. 9.2 KM 1770231.7 |
 NB1862| CZ8760 SWEETS HILL AZ MK                                  1991245.4 |
 NB1862| CZ8765 SWEETS HILL RM 5                     71.195 METERS 22658     |
 NB1862| CZ8761 SWEETS HILL RM 1                     71.228 METERS 22659     |
 NB1862| CZ8763 SWEETS HILL RM 3                     53.013 METERS 26918     |
 NB1862| CZ8762 SWEETS HILL RM 2                     64.105 METERS 29821     |
 NB1862| CZ8764 SWEETS HILL RM 4                     78.126 METERS 31559     |
 NB1862| NB1866 WATERLOO CITY WATER TANK            APPROX. 8.7 KM 3432058.8 |
 NB1862| NB1860 WATERLOO EVANS SALES AFF CO TK      APPROX. 8.3 KM 3553647.1 |
 NB1862|---------------------------------------------------------------------|
 NB1862
 NB1862                          SUPERSEDED SURVEY CONTROL
 NB1862
 NB1862  NAD 83(1986)-  42 49 37.12059(N)    076 50 40.48914(W) AD(       ) 2
 NB1862  NAD 27      -  42 49 36.87400(N)    076 50 41.63600(W) AD(       ) 2
 NB1862
 NB1862.Superseded values are not recommended for survey control.
 NB1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1862.See file dsdata.txt to determine how the superseded data were derived.
 NB1862
 NB1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN4922843251(NAD 83)
 NB1862
 NB1862  HISTORY     - Date     Condition        Report By
 NB1862  HISTORY     - 1942     MONUMENTED       NYSS
 NB1862  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NB1862  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NB1862  HISTORY     - 1990     GOOD             USPSQD
 NB1862
 NB1862                          STATION DESCRIPTION
 NB1862
 NB1862'DESCRIBED BY NEW YORK STATE SURVEY 1942 (PLB)
 NB1862'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF WATERLOO, 4.0
 NB1862'MILES NORTH OF ROMULUS, AND 5.0 MILES SOUTHWEST OF GENEVA, ON A
 NB1862'LOW ROUND TOPPED HILL IN A CULTIVATED FIELD AND ON PROPERTY
 NB1862'OCCUPIED BY CARRULIA BAKER.  IT IS 0.15 MILE SOUTHEAST OF STATE
 NB1862'ROUTE 96, 0.15 MILE NORTHEAST OF THE FARM HOUSE, AND 0.1 MILE
 NB1862'EAST-NORTHEAST OF THE GRAVEL ROAD.  THE DISK IS STAMPED SWEETS
 NB1862'HILL N.Y.S.S. NO. 99, 1883, 1942, AND IS SET 18 INCHES BELOW
 NB1862'THE GROUND SURFACE.
 NB1862'
 NB1862'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION,
 NB1862'30 FEET NORTHWEST OF THE CENTER OF STATE ROUTE 96, AND 45 FEET
 NB1862'SOUTHWEST OF A TELEPHONE POLE.  THE DISK IS STAMPED SWEETS HILL
 NB1862'N.Y.S.S. NO. 99, 1942, AND PROJECTS 4 INCHES.  TO REACH FROM THE
 NB1862'STATION, GO BACK TO STATE ROUTE 96, TURN LEFT AND GO 0.4 MILE TO
 NB1862'THE MARK ON THE RIGHT AS DESCRIBED.
 NB1862'
 NB1862'REFERENCE MARK NO.1 IS SOUTHWEST OF THE STATION, 1 FOOT SOUTH
 NB1862'OF THE NORTHEAST AND SOUTHWEST FENCE LINE, AND ABOUT 5 FEET
 NB1862'LOWER IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED SWEETS
 NB1862'HILL NYSS, NO. 99 NO. 1 1942, AND PROJECTS 4 INCHES.
 NB1862'
 NB1862'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 1 FOOT
 NB1862'SOUTH OF THE NORTHEAST AND SOUTHWEST FENCE LINE, ABOUT 5 FEET LOWER
 NB1862'IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED SWEETS HILL
 NB1862'NYSS NO. 99, NO. 2 1942 AND PROJECTS 3 INCHES.
 NB1862'
 NB1862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NB1862'STATE ROUTE NO. 96, AT THE POST OFFICE IN WATERLOO.  GO SOUTH ON
 NB1862'STATE ROUTE 96 FOR 5.7 MILES TO A GRAVEL SIDE ROAD LEFT, TURN
 NB1862'LEFT AND GO EAST ON GRAVEL ROAD FOR 0.2 MILE TO A TRIANGULAR
 NB1862'BLAZED TREE ON THE LEFT, TURN LEFT INTO FIELD AND GO NORTH FOR
 NB1862'0.15 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NB1862'
 NB1862'NOTE--A 90 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 NB1862'
 NB1862'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NB1862
 NB1862                          STATION RECOVERY (1943)
 NB1862
 NB1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1862'THE STATION, REFERENCE AND AZIMUTH MARKS, NOTES 7A AND 11A
 NB1862'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL
 NB1862'DESCRIPTION SUBMITTED BY LIEUT. P.L. BERNSTEIN IN 1942 ADEQUATE.
 NB1862'
 NB1862'NOTE--REFERENCE MARKS NO. 1 AND 2 WERE REMOVED AT THE PROPERTY
 NB1862'OWNERS REQUEST, AND TWO NEW REFERENCE MARKS NO. 3 AND 4 WERE SET
 NB1862'IN PLACE.
 NB1862'
 NB1862'REFERENCE MARK NO. 3 IS WEST OF THE STATION, IN THE WEST EDGE
 NB1862'OF THE FIELD AND IN THE EAST EDGE OF THE FENCE LINE.  THE DISK
 NB1862'IS STAMPED SWEETS HILL NYSS NO. 99, 1943, AND PROJECTS 1 FOOT.
 NB1862'NOTE 11A.
 NB1862'
 NB1862'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, SET IN THE NORTH
 NB1862'SLOPE OF THE FIELD, 25 FEET EAST OF THE FENCE LINE.  THE DISK
 NB1862'IS STAMPED SWEETS HILL NYSS NO. 99 1943, AND PROJECTS 1 FOOT.  NOTE
 NB1862'11A.
 NB1862'
 NB1862'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 NB1862
 NB1862                          STATION RECOVERY (1973)
 NB1862
 NB1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NB1862'STATION MARK, RM 3, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NB1862'CONDITION.  RM 4 MONUMENT WAS FOUND LAYING ON THE GROUND AND THE
 NB1862'DISK WAS REMOVED AT THIS TIME.  WHEN RM 1 WAS REMOVED, AS
 NB1862'DESCRIBED IN 1943, ONLY THE TOP OF THE MONUMENT WAS BROKEN
 NB1862'OFF.  THE REMAINING MONUMENT, WITH FAIRLY FLAT TOP SURFACE, WAS
 NB1862'FOUND IN PLACE AND SOLID.  A NEW RM, NO. 5, WAS SET IN A DRILL
 NB1862'HOLE IN THIS MONUMENT.  DISTANCE TO RM 3 IS .034 METER SHORTER
 NB1862'THAN 1943 DISTANCE, WHICH IS BELIEVED NOT MEASURED
 NB1862'HORIZONTALLY.
 NB1862'
 NB1862'STATION IS LOCATED IN A MEADOW ON A LOW, FLAT HILL ALONG EAST
 NB1862'SIDE OF STATE HIGHWAY 96.
 NB1862'
 NB1862'TO REACH STATION FROM THE POST OFFICE IN WATERLOO, GO SOUTH ON
 NB1862'STATE HIGHWAY 96 FOR 5.4 MILES TO ZWICK RD.  CONTINUE SOUTH FOR
 NB1862'0.4 MILE TO NARROW GRAVELED ROAD LEFT.  GO LEFT, UP SLOPE, ON
 NB1862'THIS ROAD FOR 0.15 MILE TO HEAVY BRUSH ROW.  GO LEFT ACROSS FIELD,
 NB1862'ABOVE EAST SIDE OF THIS ROW FOR ABOUT 400 FEET TO STATION NEAR
 NB1862'HIGHEST POINT.
 NB1862'
 NB1862'STATION MARK IS A STANDARD DISK STAMPED SWEETS HILL NY NO 99
 NB1862'1883 1943, SET IN CONCRETE 16 INCHES BELOW GROUND.  IT IS 170
 NB1862'FEET EAST OF EDGE OF THE BRUSH ROW.
 NB1862'
 NB1862'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED SWEETS
 NB1862'HILL NY NO 99 NO 3 1943, SET IN THE TOP OF A 12-INCH-SQUARE,
 NB1862'CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS IN DENSE BRUSH ROW,
 NB1862'16 INCHES NORTH OF A METAL WITNESS POST AND 6.2 FEET
 NB1862'EAST-SOUTHEAST OF AN OLD 6-INCH-SQUARE STONE POST WITH 99 CARVED
 NB1862'INTO SOUTH SIDE, AND PROJECTING 6 INCHES.  THE TOP OF THE POST
 NB1862'IS SPLIT AND PART IS GONE.
 NB1862'
 NB1862'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED SWEETS
 NB1862'HILL NYSS NO 99 1883 NO 5 1973, CEMENTED IN A DRILL HOLE IN THE
 NB1862'TOP OF A 14-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3
 NB1862'INCHES.  IT IS IN DENSE BRUSH ROW, 337.5 FEET NORTH OF CENTER
 NB1862'LINE OF GRAVELED ROAD.
 NB1862'
 NB1862'AZIMUTH MARK IS A STANDARD DISK STAMPED SWEETS HILL NYSS NO 99
 NB1862'1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NB1862'PROJECTING 4 INCHES.  IT IS ON SLIGHT BANK, 34 FEET WEST OF CENTER
 NB1862'LINE OF HIGHWAY, 109.5 FEET SOUTH OF TELEPHONE POLE NO. 3, 16
 NB1862'INCHES SOUTH OF A METAL WITNESS POST, AND DIRECTLY ACROSS HIGHWAY
 NB1862'FROM DRIVEWAY TO G.W. BAKERS HOME.  TO REACH FROM STATION GO
 NB1862'BACK OUT TO HIGHWAY 96, TURN LEFT, AND GO SOUTH ON THE HIGHWAY
 NB1862'FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT, 0.05 MILE PAST LEADER
 NB1862'RD.
 NB1862'
 NB1862'APPROXIMATE DISTANCE, RM 5 TO RM 3 = 156.5 FEET, 47.70 METERS.
 NB1862
 NB1862                          STATION RECOVERY (1990)
 NB1862
 NB1862'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0298 ***********************************************************************
 LY0298  DESIGNATION -  A
 LY0298  PID         -  LY0298
 LY0298  STATE/COUNTY-  NY/ORANGE
 LY0298  USGS QUAD   -  NEWBURGH (1957)
 LY0298
 LY0298                         *CURRENT SURVEY CONTROL
 LY0298  ___________________________________________________________________
 LY0298* NAD 83(1986)-  41 30 07.     (N)    074 06 01.     (W)     SCALED    
 LY0298* NAVD 88     -       139.856  (meters)     458.84   (feet)  ADJUSTED  
 LY0298  ___________________________________________________________________
 LY0298  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LY0298  DYNAMIC HT  -         139.802 (meters)     458.67  (feet)  COMP
 LY0298  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 LY0298
 LY0298  VERT ORDER  -  SECOND    CLASS 0
 LY0298
 LY0298.This mark is at Stewart Intl Airport (SWF)
 LY0298
 LY0298.The horizontal coordinates were scaled from a topographic map and have
 LY0298.an estimated accuracy of +/- 6 seconds.
 LY0298
 LY0298.The orthometric height was determined by differential leveling
 LY0298.and adjusted by the National Geodetic Survey in June 1991..
 LY0298
 LY0298.The geoid height was determined by GEOID03.
 LY0298
 LY0298.The dynamic height is computed by dividing the NAVD 88
 LY0298.geopotential number by the normal gravity value computed on the
 LY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0298.degrees latitude (g = 980.6199 gals.).
 LY0298
 LY0298.The modeled gravity was interpolated from observed gravity values.
 LY0298
 LY0298;                    North         East    Units  Estimated Accuracy
 LY0298;SPC NY E     -   296,360.      183,370.      MT  (+/- 180 meters Scaled)
 LY0298
 LY0298                          SUPERSEDED SURVEY CONTROL
 LY0298
 LY0298  NGVD 29 (??/??/92)  140.125  (m)          459.73   (f) ADJ UNCH    2 0
 LY0298
 LY0298.Superseded values are not recommended for survey control.
 LY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0298.See file dsdata.txt to determine how the superseded data were derived.
 LY0298
 LY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL750948(NAD 83)
 LY0298_MARKER: Q = CHISELED SQUARE
 LY0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0298_SP_SET: CURB
 LY0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0298
 LY0298  HISTORY     - Date     Condition        Report By
 LY0298  HISTORY     - UNK      MONUMENTED       RBNF
 LY0298  HISTORY     - 1955     GOOD             NGS
 LY0298
 LY0298                          STATION DESCRIPTION
 LY0298
 LY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LY0298'AT STEWART AIR FORCE BASE.
 LY0298'AT STEWART AIR FORCE BASE, ABOUT 0.2 MILE WEST-NORTHWEST OF THE
 LY0298'CONTROL TOWER, AT BASE OPERATIONS BUILDING (BLDG NO. 140-1),
 LY0298'AN OUTLINED SQUARE IN THE TOP OF THE EAST CORNER OF CURBING
 LY0298'AROUND ENTRANCE TO BASEMENT ON SOUTHEAST SIDE OF OPERATIONS
 LY0298'BUILDING, 26 FEET NORTHEAST OF SOUTH CORNER OF BUILDING, 4 1/2
 LY0298'FEET SOUTHEAST OF EAST CORNER OF WEATHER BUREAU OFFICE AND
 LY0298'ABOUT 1/2 FOOT ABOVE LEVEL OF CONCRETE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0526 ***********************************************************************
 KU0526  DESIGNATION -  A
 KU0526  PID         -  KU0526
 KU0526  STATE/COUNTY-  NY/SUFFOLK
 KU0526  USGS QUAD   -  PATCHOGUE (1967)
 KU0526
 KU0526                         *CURRENT SURVEY CONTROL
 KU0526  ___________________________________________________________________
 KU0526* NAD 83(1986)-  40 50 10.     (N)    073 02 57.     (W)     SCALED    
 KU0526* NAVD 88     -        48.341  (meters)     158.60   (feet)  ADJUSTED  
 KU0526  ___________________________________________________________________
 KU0526  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KU0526  DYNAMIC HT  -          48.323 (meters)     158.54  (feet)  COMP
 KU0526  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 KU0526
 KU0526  VERT ORDER  -  SECOND    CLASS 0
 KU0526
 KU0526.The horizontal coordinates were scaled from a topographic map and have
 KU0526.an estimated accuracy of +/- 6 seconds.
 KU0526
 KU0526.The orthometric height was determined by differential leveling
 KU0526.and adjusted by the National Geodetic Survey in June 1991..
 KU0526
 KU0526.The geoid height was determined by GEOID03.
 KU0526
 KU0526.The dynamic height is computed by dividing the NAVD 88
 KU0526.geopotential number by the normal gravity value computed on the
 KU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0526.degrees latitude (g = 980.6199 gals.).
 KU0526
 KU0526.The modeled gravity was interpolated from observed gravity values.
 KU0526
 KU0526;                    North         East    Units  Estimated Accuracy
 KU0526;SPC NY L     -    74,780.      380,190.      MT  (+/- 180 meters Scaled)
 KU0526
 KU0526                          SUPERSEDED SURVEY CONTROL
 KU0526
 KU0526  NGVD 29 (??/??/92)   48.657  (m)          159.64   (f) ADJ UNCH    2 0
 KU0526
 KU0526.Superseded values are not recommended for survey control.
 KU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0526.See file dsdata.txt to determine how the superseded data were derived.
 KU0526
 KU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL644223(NAD 83)
 KU0526_MARKER: DD = SURVEY DISK
 KU0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0526+STABILITY: SURFACE MOTION
 KU0526
 KU0526  HISTORY     - Date     Condition        Report By
 KU0526  HISTORY     - UNK      MONUMENTED       NY-103
 KU0526  HISTORY     - 1949     GOOD             NGS
 KU0526  HISTORY     - 1969     MARK NOT FOUND   LOCSUR
 KU0526  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0526
 KU0526                          STATION DESCRIPTION
 KU0526
 KU0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KU0526'1.6 MI N FROM HOLTSVILLE.
 KU0526'ABOUT 1.6 MILES NORTH ALONG WAVERLY AVENUE FROM THE LONG ISLAND
 KU0526'RAILROAD STATION AT HOLTSVILLE, ABOUT 2.15 MILES SOUTH ALONG
 KU0526'SANATORIUM ROAD FROM ITS JUNCTION WITH STATE HIGHWAY 25 AT
 KU0526'SELDEN, AT THE INTERSECTION OF FARM TO MARKET ROAD, 161 FEET
 KU0526'NORTHEAST OF THE JUNCTION OF THE CENTER LINES OF WAVERLY AVENUE
 KU0526'AND FARM TO MARKET ROAD, 35.5 FEET NORTH OF THE CENTER LINE OF
 KU0526'FARM AND MARKET ROAD, 9.8 FEET NORTHEAST OF POWER LINE POLE
 KU0526'NYT 150, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 KU0526'WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0526'2 INCHES.
 KU0526
 KU0526                          STATION RECOVERY (1969)
 KU0526
 KU0526'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 KU0526'MARK NOT FOUND.
 KU0526
 KU0526                          STATION RECOVERY (1986)
 KU0526
 KU0526'RECOVERY NOTE BY US POWER SQUADRON 1986 (JK)
 KU0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1371 ***********************************************************************
 KU1371  DESIGNATION -  A
 KU1371  PID         -  KU1371
 KU1371  STATE/COUNTY-  NY/QUEENS
 KU1371  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1371
 KU1371                         *CURRENT SURVEY CONTROL
 KU1371  ___________________________________________________________________
 KU1371* NAD 83(1986)-  40 34 52.     (N)    073 50 45.     (W)     SCALED    
 KU1371* NAVD 88     -         2.082  (meters)       6.83   (feet)  ADJUSTED  
 KU1371  ___________________________________________________________________
 KU1371  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU1371  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 KU1371  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 KU1371
 KU1371  VERT ORDER  -  FIRST     CLASS II
 KU1371
 KU1371.The horizontal coordinates were scaled from a topographic map and have
 KU1371.an estimated accuracy of +/- 6 seconds.
 KU1371
 KU1371.The orthometric height was determined by differential leveling
 KU1371.and adjusted by the National Geodetic Survey in June 1991..
 KU1371
 KU1371.The geoid height was determined by GEOID03.
 KU1371
 KU1371.The dynamic height is computed by dividing the NAVD 88
 KU1371.geopotential number by the normal gravity value computed on the
 KU1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1371.degrees latitude (g = 980.6199 gals.).
 KU1371
 KU1371.The modeled gravity was interpolated from observed gravity values.
 KU1371
 KU1371;                    North         East    Units  Estimated Accuracy
 KU1371;SPC NY L     -    46,030.      313,050.      MT  (+/- 180 meters Scaled)
 KU1371
 KU1371                          SUPERSEDED SURVEY CONTROL
 KU1371
 KU1371  NGVD 29 (??/??/92)    2.419  (m)            7.94   (f) ADJ UNCH    1 2
 KU1371
 KU1371.Superseded values are not recommended for survey control.
 KU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1371.See file dsdata.txt to determine how the superseded data were derived.
 KU1371
 KU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK976928(NAD 83)
 KU1371_MARKER: X = CHISELED CROSS
 KU1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1371_SP_SET: GRANITE POST
 KU1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1371+STABILITY: SURFACE MOTION
 KU1371
 KU1371  HISTORY     - Date     Condition        Report By
 KU1371  HISTORY     - UNK      MONUMENTED       CGS
 KU1371  HISTORY     - 1952     GOOD             NGS
 KU1371
 KU1371                          STATION DESCRIPTION
 KU1371
 KU1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1371'AT NEW YORK.
 KU1371'AT NEW YORK, IN BOROUGH OF QUEENS, AT ROCKAWAY BEACH, AT
 KU1371'INTERSECTION OF CRONSTON AVENUE, AND B 124TH STREET, 10 FEET
 KU1371'SOUTH OF SOUTH CURB LINE OF CRONSTON AVENUE, 4 FEET WEST OF WEST
 KU1371'CURB LINE OF B 124TH STREET, A 1 1/2-INCH CHISELED CROSS ON
 KU1371'TOP OF A GRANITE POST FLUSH WITH SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0097 ***********************************************************************
 OG0097  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0097  DESIGNATION -  A
 OG0097  PID         -  OG0097
 OG0097  STATE/COUNTY-  NY/NIAGARA
 OG0097  USGS QUAD   -  
 OG0097
 OG0097                         *CURRENT SURVEY CONTROL
 OG0097  ___________________________________________________________________
 OG0097* NAD 83(1986)-  43 20 19.     (N)    078 43 30.     (W)     SCALED    
 OG0097* NAVD 88     -        82.015  (meters)     269.08   (feet)  ADJUSTED  
 OG0097  ___________________________________________________________________
 OG0097  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0097  DYNAMIC HT  -          81.998 (meters)     269.02  (feet)  COMP
 OG0097  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 OG0097
 OG0097  VERT ORDER  -  FIRST     CLASS II
 OG0097
 OG0097.The horizontal coordinates were scaled from a topographic map and have
 OG0097.an estimated accuracy of +/- 6 seconds.
 OG0097
 OG0097.The orthometric height was determined by differential leveling
 OG0097.and adjusted by the National Geodetic Survey in June 1991..
 OG0097
 OG0097.This Tidal Bench Mark is designated as VM 12866
 OG0097.by the Center for Operational Oceanographic Products and Services.
 OG0097
 OG0097.The geoid height was determined by GEOID03.
 OG0097
 OG0097.The dynamic height is computed by dividing the NAVD 88
 OG0097.geopotential number by the normal gravity value computed on the
 OG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0097.degrees latitude (g = 980.6199 gals.).
 OG0097
 OG0097.The modeled gravity was interpolated from observed gravity values.
 OG0097
 OG0097;                    North         East    Units  Estimated Accuracy
 OG0097;SPC NY W     -   370,800.      338,510.      MT  (+/- 180 meters Scaled)
 OG0097
 OG0097                          SUPERSEDED SURVEY CONTROL
 OG0097
 OG0097  NGVD 29 (??/??/92)   82.20   (m)          269.7    (f) COMPUTED    1 2
 OG0097
 OG0097.Superseded values are not recommended for survey control.
 OG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0097.See file dsdata.txt to determine how the superseded data were derived.
 OG0097
 OG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ844009(NAD 83)
 OG0097_MARKER: Z = SEE DESCRIPTION
 OG0097_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0097+WITH SETTING: INTO GROUND
 OG0097_MARK LOGO: NONE  
 OG0097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0097+STABILITY: SURFACE MOTION
 OG0097
 OG0097  HISTORY     - Date     Condition        Report By
 OG0097  HISTORY     - UNK      MONUMENTED       NYDPW
 OG0097  HISTORY     - 1967     GOOD             USLS
 OG0097  HISTORY     - 19970620 GOOD             NOS
 OG0097  HISTORY     - 19980617 GOOD             NOS
 OG0097  HISTORY     - 19990429 GOOD             NOS
 OG0097  HISTORY     - 20000809 GOOD             NOS
 OG0097  HISTORY     - 20010617 GOOD             NOS
 OG0097  HISTORY     - 20020605 GOOD             NOS
 OG0097
 OG0097                          STATION DESCRIPTION
 OG0097
 OG0097'DESCRIBED BY US LAKE SURVEY 1967
 OG0097'IN OLCOTT.
 OG0097'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 1700 FEET NORTH OF WEST
 OG0097'BLUFF STREET FROM MAIN STREET (NEW YORK HIGHWAY NO. 18), 36.2 FEET
 OG0097'SOUTH OF A 48-INCH MAPLE ON THE NORTH SIDE OF THE STREET, 5.4 FEET
 OG0097'SOUTH OF SOUTH EDGE OF STREET, 1.3 FEET WEST OF UTILITY POLE NO.
 OG0097'LNP-J-5W MARKED WITH A 6-INCH ARROW 4-1/2 FEET ABOVE GROUND, 1/4 FOOT
 OG0097'BELOW GROUND SURFACE, BEING HIGHEST POINT ON A 5/8-INCH DIAMETER
 OG0097'COPPER-COATED STEEL ROD, 20 FEET LONG.
 OG0097
 OG0097                          STATION RECOVERY (1997)
 OG0097
 OG0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0097'RECOVERED AS DESCRIBED.
 OG0097
 OG0097                          STATION RECOVERY (1998)
 OG0097
 OG0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0097'IN OLCOTT, NIAGARA COUNTY, NEW YORK, ABOUT 1700 FEET (518.2 M) NORTH
 OG0097'OF WEST BLUFF STREET FROM MAIN STREET (NEW YORK HIGHWAY NO. 18), 36.2
 OG0097'FEET (11.0 M) SOUTH OF A 48-INCH MAPLE ON THE NORTH SIDE OF THE
 OG0097'STREET, 5.4 FEET (1.6 M) SOUTH OF SOUTH EDGE OF STREET, 1.3 FEET (0.4
 OG0097'M) WEST OF UTILITY POLE NO.  LNP-J-5W MARKED WITH A 6-INCH ARROW 4-1/2
 OG0097'FEET ABOVE GROUND, 1/4 FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 OG0097'ON A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 20 FEET (6.1 M) LONG.
 OG0097
 OG0097                          STATION RECOVERY (1999)
 OG0097
 OG0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0097'RECOVERED AS DESCRIBED.
 OG0097
 OG0097                          STATION RECOVERY (2000)
 OG0097
 OG0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0097'RECOVERED AS DESCRIBED.
 OG0097
 OG0097                          STATION RECOVERY (2001)
 OG0097
 OG0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0097'RECOVERED AS DESCRIBED.
 OG0097
 OG0097                          STATION RECOVERY (2002)
 OG0097
 OG0097'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0097'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0814 ***********************************************************************
 PH0814  DESIGNATION -  A
 PH0814  PID         -  PH0814
 PH0814  STATE/COUNTY-  NY/ST LAWRENCE
 PH0814  USGS QUAD   -  WADDINGTON (1964)
 PH0814
 PH0814                         *CURRENT SURVEY CONTROL
 PH0814  ___________________________________________________________________
 PH0814* NAD 83(1986)-  44 51 56.     (N)    075 12 08.     (W)     SCALED    
 PH0814* NAVD 88     -        83.113  (meters)     272.68   (feet)  ADJUSTED  
 PH0814  ___________________________________________________________________
 PH0814  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 PH0814  DYNAMIC HT  -          83.110 (meters)     272.67  (feet)  COMP
 PH0814  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 PH0814
 PH0814  VERT ORDER  -  FIRST     CLASS 0
 PH0814
 PH0814.The horizontal coordinates were scaled from a topographic map and have
 PH0814.an estimated accuracy of +/- 6 seconds.
 PH0814
 PH0814.The orthometric height was determined by differential leveling
 PH0814.and adjusted by the National Geodetic Survey in June 1991..
 PH0814
 PH0814.The geoid height was determined by GEOID03.
 PH0814
 PH0814.The dynamic height is computed by dividing the NAVD 88
 PH0814.geopotential number by the normal gravity value computed on the
 PH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0814.degrees latitude (g = 980.6199 gals.).
 PH0814
 PH0814.The modeled gravity was interpolated from observed gravity values.
 PH0814
 PH0814;                    North         East    Units  Estimated Accuracy
 PH0814;SPC NY E     -   670,180.       94,510.      MT  (+/- 180 meters Scaled)
 PH0814
 PH0814                          SUPERSEDED SURVEY CONTROL
 PH0814
 PH0814  NGVD 29 (??/??/92)   83.24   (m)          273.1    (f) COMPUTED    1 0
 PH0814
 PH0814.Superseded values are not recommended for survey control.
 PH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0814.See file dsdata.txt to determine how the superseded data were derived.
 PH0814
 PH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ840680(NAD 83)
 PH0814_MARKER: Z = SEE DESCRIPTION
 PH0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0814_SP_SET: WATER TABLE
 PH0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0814
 PH0814  HISTORY     - Date     Condition        Report By
 PH0814  HISTORY     - UNK      MONUMENTED       USLS
 PH0814  HISTORY     - 1969     GOOD             USLS
 PH0814
 PH0814                          STATION DESCRIPTION
 PH0814
 PH0814'DESCRIBED BY US LAKE SURVEY 1969
 PH0814'IN WADDINGTON.
 PH0814'IS AT WADDINGTON, ST. LAWRENCE COUNTY, NEW YORK, ON THE NORTHEASTERLY
 PH0814'SIDE OF FENTON STREET, BETWEEN ST. LAWRENCE AVENUE AND MAIDEN LANE, ON
 PH0814'FENTON STREET FACE OF THE FIRST PRESBYTERIAN CHURCH, IN STREET FACE OF
 PH0814'TOWER BUTTRESS NEARER THE MAIN ENTRANCE, 1.6 FEET FROM STREET CORNER
 PH0814'OF THE BUTTRESS, 1-1/2 FEET ABOVE THE GROUND, BEING CENTER PUNCH MARK
 PH0814'IN END OF 1/4-INCH BRASS BOLT SET INTO FIRST COURSE OF STONE BELOW THE
 PH0814'WATER TABLE, WITH LETTERS US A CUT VERY FAINTLY IN STONE AROUND THE
 PH0814'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0110 ***********************************************************************
 PJ0110  DESIGNATION -  A
 PJ0110  PID         -  PJ0110
 PJ0110  STATE/COUNTY-  NY/JEFFERSON
 PJ0110  USGS QUAD   -  CLAYTON (1980)
 PJ0110
 PJ0110                         *CURRENT SURVEY CONTROL
 PJ0110  ___________________________________________________________________
 PJ0110* NAD 83(1986)-  44 14 18.     (N)    076 05 10.     (W)     SCALED    
 PJ0110* NAVD 88     -        84.877  (meters)     278.47   (feet)  ADJUSTED  
 PJ0110  ___________________________________________________________________
 PJ0110  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0110  DYNAMIC HT  -          84.866 (meters)     278.43  (feet)  COMP
 PJ0110  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 PJ0110
 PJ0110  VERT ORDER  -  FIRST     CLASS 0
 PJ0110
 PJ0110.The horizontal coordinates were scaled from a topographic map and have
 PJ0110.an estimated accuracy of +/- 6 seconds.
 PJ0110
 PJ0110.The orthometric height was determined by differential leveling
 PJ0110.and adjusted by the National Geodetic Survey in June 1991..
 PJ0110
 PJ0110.The geoid height was determined by GEOID03.
 PJ0110
 PJ0110.The dynamic height is computed by dividing the NAVD 88
 PJ0110.geopotential number by the normal gravity value computed on the
 PJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0110.degrees latitude (g = 980.6199 gals.).
 PJ0110
 PJ0110.The modeled gravity was interpolated from observed gravity values.
 PJ0110
 PJ0110;                    North         East    Units  Estimated Accuracy
 PJ0110;SPC NY C     -   470,870.      289,720.      MT  (+/- 180 meters Scaled)
 PJ0110
 PJ0110                          SUPERSEDED SURVEY CONTROL
 PJ0110
 PJ0110  NGVD 29 (??/??/92)   85.023  (m)          278.95   (f) ADJ UNCH    1 0
 PJ0110
 PJ0110.Superseded values are not recommended for survey control.
 PJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0110.See file dsdata.txt to determine how the superseded data were derived.
 PJ0110
 PJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP132989(NAD 83)
 PJ0110_MARKER: B = BOLT
 PJ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0110_SP_SET: STONE
 PJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0110+STABILITY: SURFACE MOTION
 PJ0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0110+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 PJ0110
 PJ0110  HISTORY     - Date     Condition        Report By
 PJ0110  HISTORY     - UNK      MONUMENTED       CGS
 PJ0110  HISTORY     - 1899     GOOD             NGS
 PJ0110  HISTORY     - 19940828 POOR             USPSQD
 PJ0110  HISTORY     - 20050601 GOOD             USPSQD
 PJ0110
 PJ0110                          STATION DESCRIPTION
 PJ0110
 PJ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1899
 PJ0110'AT CLAYTON.
 PJ0110'A CLAYTON IS AT CLAYTON, JEFFERSON COUNTY, NEW YORK, ON THE
 PJ0110'NORTHEASTERLY SIDE OF JAMES STREET, BETWEEN UNION AND MARY STREETS,
 PJ0110'ON SOUTHERLY FACE OF THE CATHOLIC CHURCH, 0.5 FOOT FROM JAMES STREET
 PJ0110'CORNER OF THE CHURCH, 3-1/4 FEET ABOVE THE GROUND, BEING CENTER
 PJ0110'PUNCHMARK IN END OF A 1/4-INCH BRASS BOLT SET INTO CORNER STONE OF
 PJ0110'THE WATER TABLE, WITH LETTERS US A CUT AROUND THE MARK.
 PJ0110
 PJ0110                          STATION RECOVERY (1994)
 PJ0110
 PJ0110'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0110'MARK RECOVERED IN POOR CONDITION.
 PJ0110
 PJ0110                          STATION RECOVERY (2005)
 PJ0110
 PJ0110'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0110'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0337 ***********************************************************************
 PH0337  DESIGNATION -  A
 PH0337  PID         -  PH0337
 PH0337  STATE/COUNTY-  NY/ST LAWRENCE
 PH0337  USGS QUAD   -  
 PH0337
 PH0337                         *CURRENT SURVEY CONTROL
 PH0337  ___________________________________________________________________
 PH0337* NAD 83(1986)-  44 05 05.     (N)    074 41 36.     (W)     SCALED    
 PH0337* NAVD 88     -       547.097  (meters)    1794.93   (feet)  ADJUSTED  
 PH0337  ___________________________________________________________________
 PH0337  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 PH0337  DYNAMIC HT  -         546.986 (meters)    1794.57  (feet)  COMP
 PH0337  MODELED GRAV-     980,398.9   (mgal)                       NAVD 88
 PH0337
 PH0337  VERT ORDER  -  FIRST     CLASS II
 PH0337
 PH0337.The horizontal coordinates were scaled from a topographic map and have
 PH0337.an estimated accuracy of +/- 6 seconds.
 PH0337
 PH0337.The orthometric height was determined by differential leveling
 PH0337.and adjusted by the National Geodetic Survey in June 1991..
 PH0337
 PH0337.The geoid height was determined by GEOID03.
 PH0337
 PH0337.The dynamic height is computed by dividing the NAVD 88
 PH0337.geopotential number by the normal gravity value computed on the
 PH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0337.degrees latitude (g = 980.6199 gals.).
 PH0337
 PH0337.The modeled gravity was interpolated from observed gravity values.
 PH0337
 PH0337;                    North         East    Units  Estimated Accuracy
 PH0337;SPC NY E     -   583,190.      134,520.      MT  (+/- 180 meters Scaled)
 PH0337
 PH0337                          SUPERSEDED SURVEY CONTROL
 PH0337
 PH0337  NGVD 29 (??/??/92)  547.117  (m)         1795.00   (f) ADJ UNCH    1 2
 PH0337
 PH0337.Superseded values are not recommended for survey control.
 PH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0337.See file dsdata.txt to determine how the superseded data were derived.
 PH0337
 PH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP245813(NAD 83)
 PH0337_MARKER: Q = CHISELED SQUARE
 PH0337_SETTING: 80 = SET IN A BOULDER
 PH0337_SP_SET: BOULDER
 PH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0337+STABILITY: SURFACE MOTION
 PH0337
 PH0337  HISTORY     - Date     Condition        Report By
 PH0337  HISTORY     - UNK      MONUMENTED       USGS
 PH0337  HISTORY     - 1931     GOOD             NGS
 PH0337  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0337
 PH0337                          STATION DESCRIPTION
 PH0337
 PH0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0337'0.3 MI N FROM SABATTIS STATION.
 PH0337'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD.  ON TOP OF LARGE BOULDER
 PH0337'ON WEST SIDE OF TRACK.
 PH0337
 PH0337                          STATION RECOVERY (1975)
 PH0337
 PH0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1430 ***********************************************************************
 PH1430  DESIGNATION -  A
 PH1430  PID         -  PH1430
 PH1430  STATE/COUNTY-  NY/ST LAWRENCE
 PH1430  USGS QUAD   -  MORRISTOWN (1982)
 PH1430
 PH1430                         *CURRENT SURVEY CONTROL
 PH1430  ___________________________________________________________________
 PH1430* NAD 83(1986)-  44 35 20.     (N)    075 39 02.     (W)     SCALED    
 PH1430* NAVD 88     -        83.033  (meters)     272.42   (feet)  ADJUSTED  
 PH1430  ___________________________________________________________________
 PH1430  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 PH1430  DYNAMIC HT  -          83.026 (meters)     272.39  (feet)  COMP
 PH1430  MODELED GRAV-     980,532.1   (mgal)                       NAVD 88
 PH1430
 PH1430  VERT ORDER  -  SECOND    CLASS 0
 PH1430
 PH1430.The horizontal coordinates were scaled from a topographic map and have
 PH1430.an estimated accuracy of +/- 6 seconds.
 PH1430
 PH1430.The orthometric height was determined by differential leveling
 PH1430.and adjusted by the National Geodetic Survey in June 1991..
 PH1430
 PH1430.The geoid height was determined by GEOID03.
 PH1430
 PH1430.The dynamic height is computed by dividing the NAVD 88
 PH1430.geopotential number by the normal gravity value computed on the
 PH1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1430.degrees latitude (g = 980.6199 gals.).
 PH1430
 PH1430.The modeled gravity was interpolated from observed gravity values.
 PH1430
 PH1430;                    North         East    Units  Estimated Accuracy
 PH1430;SPC NY E     -   639,840.       58,650.      MT  (+/- 180 meters Scaled)
 PH1430
 PH1430                          SUPERSEDED SURVEY CONTROL
 PH1430
 PH1430  NGVD 29 (??/??/92)   83.150  (m)          272.80   (f) ADJ UNCH    2 0
 PH1430
 PH1430.Superseded values are not recommended for survey control.
 PH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1430.See file dsdata.txt to determine how the superseded data were derived.
 PH1430
 PH1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ483374(NAD 83)
 PH1430_MARKER: B = BOLT
 PH1430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1430_SP_SET: BUILDING
 PH1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1430
 PH1430  HISTORY     - Date     Condition        Report By
 PH1430  HISTORY     - UNK      MONUMENTED       USLS
 PH1430  HISTORY     - 1969     GOOD             USLS
 PH1430
 PH1430                          STATION DESCRIPTION
 PH1430
 PH1430'DESCRIBED BY US LAKE SURVEY 1969
 PH1430'IN MORRISTOWN.
 PH1430'IS AT MORRISTOWN, ST. LAWRENCE COUNTY, NEW YORK, ON THE DOWNRIVER SIDE
 PH1430'OF MORRISTOWN HARBOR, AT INTERSECTION OF CHAPMAN AND MAIN STREETS, IN
 PH1430'RIVER FACE OF A STONE BUILDING OCCUPIED BY THE PUBLIC LIBRARY, 0.5
 PH1430'FEET FROM THE UPRIVER CORNER, 1/2-FOOT ABOVE THE GROUND, BEING
 PH1430'CENTERPUNCH MARK IN END OF A 1/4-INCH BRASS BOLT SET INTO A COPING
 PH1430'STONE, WITH LETTERS US ON EITHER SIDE AND A DIRECTLY ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0673 ***********************************************************************
 OF0673  DESIGNATION -  A
 OF0673  PID         -  OF0673
 OF0673  STATE/COUNTY-  NY/OSWEGO
 OF0673  USGS QUAD   -  OSWEGO WEST (1978)
 OF0673
 OF0673                         *CURRENT SURVEY CONTROL
 OF0673  ___________________________________________________________________
 OF0673* NAD 83(1986)-  43 27 45.     (N)    076 31 02.     (W)     SCALED    
 OF0673* NAVD 88     -        76.573  (meters)     251.22   (feet)  ADJUSTED  
 OF0673  ___________________________________________________________________
 OF0673  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OF0673  DYNAMIC HT  -          76.557 (meters)     251.17  (feet)  COMP
 OF0673  MODELED GRAV-     980,415.1   (mgal)                       NAVD 88
 OF0673
 OF0673  VERT ORDER  -  FIRST     CLASS I
 OF0673
 OF0673.The horizontal coordinates were scaled from a topographic map and have
 OF0673.an estimated accuracy of +/- 6 seconds.
 OF0673
 OF0673.The orthometric height was determined by differential leveling
 OF0673.and adjusted by the National Geodetic Survey in June 1991..
 OF0673.WARNING-Repeat measurements at this control monument indicate possible
 OF0673.vertical movement.
 OF0673
 OF0673.The geoid height was determined by GEOID03.
 OF0673
 OF0673.The dynamic height is computed by dividing the NAVD 88
 OF0673.geopotential number by the normal gravity value computed on the
 OF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0673.degrees latitude (g = 980.6199 gals.).
 OF0673
 OF0673.The modeled gravity was interpolated from observed gravity values.
 OF0673
 OF0673;                    North         East    Units  Estimated Accuracy
 OF0673;SPC NY C     -   384,550.      255,350.      MT  (+/- 180 meters Scaled)
 OF0673
 OF0673                          SUPERSEDED SURVEY CONTROL
 OF0673
 OF0673  NGVD 29 (??/??/92)   76.776  (m)          251.89   (f) ADJ UNCH    1 1
 OF0673
 OF0673.Superseded values are not recommended for survey control.
 OF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0673.See file dsdata.txt to determine how the superseded data were derived.
 OF0673
 OF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP772132(NAD 83)
 OF0673_MARKER: B = BOLT
 OF0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0673_SP_SET: STONE PIER
 OF0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0673
 OF0673  HISTORY     - Date     Condition        Report By
 OF0673  HISTORY     - UNK      MONUMENTED       USLS
 OF0673  HISTORY     - 1975     GOOD             NGS
 OF0673
 OF0673                          STATION DESCRIPTION
 OF0673
 OF0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0673'AT OSWEGO.
 OF0673'AT OSWEGO, AT THE NORTH END OF WEST THIRD ST., ON AN OLD MASONRY PIER
 OF0673'ON THE WEST SIDE OF GOVERNMENT BASIN, 2.8 FT. NORTH OF THE SOUTHWEST
 OF0673'CORNER OF THE BASIN, 0.6 FT. WEST OF WEST BASIN FACE OF PIER, BENCH
 OF0673'MARK BEING AN IRON BOLT 1 IN. IN DIAMETER LEADED INTO THE TOP OF THE
 OF0673'MASONRY, HOLDING THE HIGHEST POINT OF BOLT, 25.8 FT. EAST OF A
 OF0673'NORTH-SOUTH FENCE, 64.1 FT NORTHWEST OF BENCH MARK RIM (USLS), AND
 OF0673'SET ABOUT 1/2 FT. BELOW LEVEL OF STONE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0047 ***********************************************************************
 PH0047  DESIGNATION -  A 10
 PH0047  PID         -  PH0047
 PH0047  STATE/COUNTY-  NY/FRANKLIN
 PH0047  USGS QUAD   -  BANGOR (1964)
 PH0047
 PH0047                         *CURRENT SURVEY CONTROL
 PH0047  ___________________________________________________________________
 PH0047* NAD 83(1986)-  44 50 16.     (N)    074 29 02.     (W)     SCALED    
 PH0047* NAVD 88     -       143.307  (meters)     470.17   (feet)  POSTED    
 PH0047  ___________________________________________________________________
 PH0047  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 PH0047  DYNAMIC HT  -         143.300 (meters)     470.14  (feet)  COMP
 PH0047  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PH0047
 PH0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PH0047
 PH0047.The horizontal coordinates were scaled from a topographic map and have
 PH0047.an estimated accuracy of +/- 6 seconds.
 PH0047
 PH0047.The orthometric height was determined by differential leveling
 PH0047.and adjusted by the National Geodetic Survey in 1992..
 PH0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PH0047.rate of 0.0 thru 1.0 mm/km.
 PH0047
 PH0047.The geoid height was determined by GEOID03.
 PH0047
 PH0047.The dynamic height is computed by dividing the NAVD 88
 PH0047.geopotential number by the normal gravity value computed on the
 PH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0047.degrees latitude (g = 980.6199 gals.).
 PH0047
 PH0047.The modeled gravity was interpolated from observed gravity values.
 PH0047
 PH0047;                    North         East    Units  Estimated Accuracy
 PH0047;SPC NY E     -   666,850.      151,270.      MT  (+/- 180 meters Scaled)
 PH0047
 PH0047                          SUPERSEDED SURVEY CONTROL
 PH0047
 PH0047  NGVD 29 (??/??/92)  143.400  (m)          470.47   (f) ADJ UNCH    1 2
 PH0047
 PH0047.Superseded values are not recommended for survey control.
 PH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0047.See file dsdata.txt to determine how the superseded data were derived.
 PH0047
 PH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ407650(NAD 83)
 PH0047_MARKER: Q = CHISELED SQUARE
 PH0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0047_SP_SET: ABUTMENT
 PH0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0047
 PH0047  HISTORY     - Date     Condition        Report By
 PH0047  HISTORY     - UNK      MONUMENTED       CGS
 PH0047  HISTORY     - 1919     GOOD             NGS
 PH0047  HISTORY     - 1970     GOOD             LDA
 PH0047
 PH0047                          STATION DESCRIPTION
 PH0047
 PH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH0047'1 MI E FROM BRUSHTON.
 PH0047'ABOUT 1 MILE EAST ALONG THE RUTLAND RAILROAD FROM BRUSHTON, FRANKLIN
 PH0047'COUNTY, 4 POLES EAST OF A FARM-ROAD CROSSING, AT CATTLE PASS 346, AT
 PH0047'THE NORTH END OF THE EAST ABUTMENT, ON THE NORTHEAST CORNER OF THE TOP
 PH0047'STONE, AND 8 FEET NORTH OF THE NORTH RAIL.  A CHISELED SQUARE.
 PH0047
 PH0047                          STATION RECOVERY (1970)
 PH0047
 PH0047'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 PH0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0605 ***********************************************************************
 OD0605  DESIGNATION -  A 100
 OD0605  PID         -  OD0605
 OD0605  STATE/COUNTY-  NY/WASHINGTON
 OD0605  USGS QUAD   -  GRANVILLE (1944)
 OD0605
 OD0605                         *CURRENT SURVEY CONTROL
 OD0605  ___________________________________________________________________
 OD0605* NAD 83(1986)-  43 27 10.     (N)    073 16 37.     (W)     SCALED    
 OD0605* NAVD 88     -       128.387  (meters)     421.22   (feet)  ADJUSTED  
 OD0605  ___________________________________________________________________
 OD0605  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OD0605  DYNAMIC HT  -         128.358 (meters)     421.12  (feet)  COMP
 OD0605  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 OD0605
 OD0605  VERT ORDER  -  SECOND    CLASS 0
 OD0605
 OD0605.The horizontal coordinates were scaled from a topographic map and have
 OD0605.an estimated accuracy of +/- 6 seconds.
 OD0605
 OD0605.The orthometric height was determined by differential leveling
 OD0605.and adjusted by the National Geodetic Survey in June 1991..
 OD0605
 OD0605.The geoid height was determined by GEOID03.
 OD0605
 OD0605.The dynamic height is computed by dividing the NAVD 88
 OD0605.geopotential number by the normal gravity value computed on the
 OD0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0605.degrees latitude (g = 980.6199 gals.).
 OD0605
 OD0605.The modeled gravity was interpolated from observed gravity values.
 OD0605
 OD0605;                    North         East    Units  Estimated Accuracy
 OD0605;SPC NY E     -   513,700.      248,980.      MT  (+/- 180 meters Scaled)
 OD0605
 OD0605                          SUPERSEDED SURVEY CONTROL
 OD0605
 OD0605  NGVD 29 (??/??/92)  128.510  (m)          421.62   (f) ADJ UNCH    2 0
 OD0605
 OD0605.Superseded values are not recommended for survey control.
 OD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0605.See file dsdata.txt to determine how the superseded data were derived.
 OD0605
 OD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP394125(NAD 83)
 OD0605_MARKER: DB = BENCH MARK DISK
 OD0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0605_STAMPING: A-100 1935
 OD0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0605+STABILITY: SURFACE MOTION
 OD0605
 OD0605  HISTORY     - Date     Condition        Report By
 OD0605  HISTORY     - 1935     MONUMENTED       CGS
 OD0605
 OD0605                          STATION DESCRIPTION
 OD0605
 OD0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0605'1.3 MI N FROM MIDDLE GRANVILLE.
 OD0605'IS LOCATED 1.3 MILES NORTH OF STATION AT MIDDLE GRANVILLE, 3.3 MILES
 OD0605'NORTH OF STATION AT GRANVILLE.  0.3 MILE NORTH OF MILEPOST EB 39.  40
 OD0605'YDS. NORTH OF CINDER DUMP POST.  32 FT. NORTH OF FARM CROSSING.  20.8
 OD0605'FT. NORTHWEST OF NORTHWEST RAIL OF TRACK.  2.0 FT. SOUTHEAST OF R/W
 OD0605'FENCE.  STANDARD TABLET SET IN CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0963 ***********************************************************************
 OF0963  DESIGNATION -  A 101
 OF0963  PID         -  OF0963
 OF0963  STATE/COUNTY-  NY/WAYNE
 OF0963  USGS QUAD   -  SODUS (1978)
 OF0963
 OF0963                         *CURRENT SURVEY CONTROL
 OF0963  ___________________________________________________________________
 OF0963* NAD 83(1986)-  43 12 16.     (N)    077 01 20.     (W)     SCALED    
 OF0963* NAVD 88     -       123.990  (meters)     406.79   (feet)  ADJUSTED  
 OF0963  ___________________________________________________________________
 OF0963  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OF0963  DYNAMIC HT  -         123.962 (meters)     406.70  (feet)  COMP
 OF0963  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 OF0963
 OF0963  VERT ORDER  -  SECOND    CLASS 0
 OF0963
 OF0963.The horizontal coordinates were scaled from a topographic map and have
 OF0963.an estimated accuracy of +/- 6 seconds.
 OF0963
 OF0963.The orthometric height was determined by differential leveling
 OF0963.and adjusted by the National Geodetic Survey in June 1991..
 OF0963
 OF0963.The geoid height was determined by GEOID03.
 OF0963
 OF0963.The dynamic height is computed by dividing the NAVD 88
 OF0963.geopotential number by the normal gravity value computed on the
 OF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0963.degrees latitude (g = 980.6199 gals.).
 OF0963
 OF0963.The modeled gravity was interpolated from observed gravity values.
 OF0963
 OF0963;                    North         East    Units  Estimated Accuracy
 OF0963;SPC NY C     -   355,980.      214,330.      MT  (+/- 180 meters Scaled)
 OF0963
 OF0963                          SUPERSEDED SURVEY CONTROL
 OF0963
 OF0963  NGVD 29 (??/??/92)  124.202  (m)          407.49   (f) ADJ UNCH    2 0
 OF0963
 OF0963.Superseded values are not recommended for survey control.
 OF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0963.See file dsdata.txt to determine how the superseded data were derived.
 OF0963
 OF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN357855(NAD 83)
 OF0963_MARKER: DB = BENCH MARK DISK
 OF0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0963_STAMPING: A 101 1935
 OF0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0963+STABILITY: SURFACE MOTION
 OF0963
 OF0963  HISTORY     - Date     Condition        Report By
 OF0963  HISTORY     - 1935     MONUMENTED       CGS
 OF0963  HISTORY     - 1942     GOOD             NGS
 OF0963  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 OF0963
 OF0963                          STATION DESCRIPTION
 OF0963
 OF0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0963'1.2 MI SW FROM WALLINGTON.
 OF0963'TO REACH FROM THE NEW YORK CENTRAL RAILROAD CROSSING, AND THE
 OF0963'PENNSYLVANIA RAILROAD STATION, AT WALLINGTON, PROCEED 1.2 MILES
 OF0963'SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD, TO SODUS CENTRE AND SITE
 OF0963'OF BENCH MARK.
 OF0963'BENCH MARK IS ABOUT 61.0 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 OF0963'STATION AT SODUS CENTRE, AND 42.0 FEET SOUTH OF THE CENTERLINE
 OF0963'OF ASPHALT ROAD CROSSING. IT IS 28.0 FEET EAST OF AND 1.0 FOOT ABOVE
 OF0963'THE CENTERLINE OF MAIN TRACK, 12.0 FEET NORTHEAST OF A TELEGRAPH
 OF0963'POLE, AND 1.0 FOOT WEST OF RIGHT OF WAY FENCE. MONUMENT IS 1.0
 OF0963'FOOT SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS
 OF0963'0.2 FOOT A DISK SET HORIZONTALLY IN TOP OF A PRECAST CONCRETE POST.
 OF0963
 OF0963                          STATION RECOVERY (1995)
 OF0963
 OF0963'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0657 ***********************************************************************
 NB0657  DESIGNATION -  A 102
 NB0657  PID         -  NB0657
 NB0657  STATE/COUNTY-  NY/YATES
 NB0657  USGS QUAD   -  DUNDEE (1942)
 NB0657
 NB0657                         *CURRENT SURVEY CONTROL
 NB0657  ___________________________________________________________________
 NB0657* NAD 83(1986)-  42 35 31.     (N)    076 57 19.     (W)     SCALED    
 NB0657* NAVD 88     -       245.008  (meters)     803.83   (feet)  ADJUSTED  
 NB0657  ___________________________________________________________________
 NB0657  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NB0657  DYNAMIC HT  -         244.933 (meters)     803.58  (feet)  COMP
 NB0657  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 NB0657
 NB0657  VERT ORDER  -  SECOND    CLASS 0
 NB0657
 NB0657.The horizontal coordinates were scaled from a topographic map and have
 NB0657.an estimated accuracy of +/- 6 seconds.
 NB0657
 NB0657.The orthometric height was determined by differential leveling
 NB0657.and adjusted by the National Geodetic Survey in June 1991..
 NB0657
 NB0657.The geoid height was determined by GEOID03.
 NB0657
 NB0657.The dynamic height is computed by dividing the NAVD 88
 NB0657.geopotential number by the normal gravity value computed on the
 NB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0657.degrees latitude (g = 980.6199 gals.).
 NB0657
 NB0657.The modeled gravity was interpolated from observed gravity values.
 NB0657
 NB0657;                    North         East    Units  Estimated Accuracy
 NB0657;SPC NY C     -   287,910.      219,470.      MT  (+/- 180 meters Scaled)
 NB0657
 NB0657                          SUPERSEDED SURVEY CONTROL
 NB0657
 NB0657  NGVD 29 (??/??/92)  245.160  (m)          804.33   (f) ADJ UNCH    2 0
 NB0657
 NB0657.Superseded values are not recommended for survey control.
 NB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0657.See file dsdata.txt to determine how the superseded data were derived.
 NB0657
 NB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN395173(NAD 83)
 NB0657_MARKER: DB = BENCH MARK DISK
 NB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0657_STAMPING: A-102--1935
 NB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0657+STABILITY: SURFACE MOTION
 NB0657
 NB0657  HISTORY     - Date     Condition        Report By
 NB0657  HISTORY     - 1935     MONUMENTED       CGS
 NB0657  HISTORY     - 1985     GOOD             USPSQD
 NB0657  HISTORY     - 1990     GOOD             USPSQD
 NB0657  HISTORY     - 19990630 GOOD             USPSQD
 NB0657
 NB0657                          STATION DESCRIPTION
 NB0657
 NB0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0657'AT HIMROD.
 NB0657'IS LOCATED 7 TELEGRAPH POLES SOUTH OF THE N.Y.C. RAILROAD OVERHEAD
 NB0657'BRIDGE. 6 TELEGRAPH POLES NORTH OF DEPOT. 40 FT. NORTHEAST OF
 NB0657'CENTERLINE OF A RAILROAD GRADE CROSSING. 39.6 FT. SOUTHEAST OF SIDE
 NB0657'TRACK SWITCH. 28 FT. EAST OF EAST RAIL. 11.5 FT. NORTHEAST OF A
 NB0657'TELEGRAPH POLE. TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 NB0657
 NB0657                          STATION RECOVERY (1985)
 NB0657
 NB0657'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0657'THE RAILROAD STATION NO LONGER EXISTS. OTHERWISE, THE MARK WAS FOUND
 NB0657'ACCORDING TO THE DESCRIPTION DIMENSIONS GIVEN. THE CONCRETE POST IS
 NB0657'FLUSH WITH THE GROUND. AN UNPAINTED WOODEN WITNESS POST HAD BEEN SET
 NB0657'IMMEDIATELY EAST OF THE MARK, WITH A BLUE PLASTIC STRIP TIED TO THE
 NB0657'TOP OF THE POST. THE MARK IS LOCATED IN DENSE BRUSH.
 NB0657
 NB0657                          STATION RECOVERY (1990)
 NB0657
 NB0657'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0657'RECOVERED IN GOOD CONDITION.
 NB0657
 NB0657                          STATION RECOVERY (1999)
 NB0657
 NB0657'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0455 ***********************************************************************
 NB0455  DESIGNATION -  A 103
 NB0455  PID         -  NB0455
 NB0455  STATE/COUNTY-  NY/SCHUYLER
 NB0455  USGS QUAD   -  MECKLENBURG (1976)
 NB0455
 NB0455                         *CURRENT SURVEY CONTROL
 NB0455  ___________________________________________________________________
 NB0455* NAD 83(1986)-  42 27 08.     (N)    076 41 20.     (W)     SCALED    
 NB0455* NAVD 88     -       409.396  (meters)    1343.16   (feet)  ADJUSTED  
 NB0455  ___________________________________________________________________
 NB0455  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NB0455  DYNAMIC HT  -         409.255 (meters)    1342.70  (feet)  COMP
 NB0455  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 NB0455
 NB0455  VERT ORDER  -  SECOND    CLASS 0
 NB0455
 NB0455.The horizontal coordinates were scaled from a topographic map and have
 NB0455.an estimated accuracy of +/- 6 seconds.
 NB0455
 NB0455.The orthometric height was determined by differential leveling
 NB0455.and adjusted by the National Geodetic Survey in June 1991..
 NB0455
 NB0455.The geoid height was determined by GEOID03.
 NB0455
 NB0455.The dynamic height is computed by dividing the NAVD 88
 NB0455.geopotential number by the normal gravity value computed on the
 NB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0455.degrees latitude (g = 980.6199 gals.).
 NB0455
 NB0455.The modeled gravity was interpolated from observed gravity values.
 NB0455
 NB0455;                    North         East    Units  Estimated Accuracy
 NB0455;SPC NY C     -   272,330.      241,320.      MT  (+/- 180 meters Scaled)
 NB0455
 NB0455                          SUPERSEDED SURVEY CONTROL
 NB0455
 NB0455  NGVD 29 (??/??/92)  409.586  (m)         1343.78   (f) ADJ UNCH    2 0
 NB0455
 NB0455.Superseded values are not recommended for survey control.
 NB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0455.See file dsdata.txt to determine how the superseded data were derived.
 NB0455
 NB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN611013(NAD 83)
 NB0455_MARKER: DB = BENCH MARK DISK
 NB0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0455_STAMPING: A 103 1935
 NB0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0455+STABILITY: SURFACE MOTION
 NB0455
 NB0455  HISTORY     - Date     Condition        Report By
 NB0455  HISTORY     - 1935     MONUMENTED       CGS
 NB0455  HISTORY     - 1942     GOOD             NGS
 NB0455  HISTORY     - 1969     MARK NOT FOUND   USGS
 NB0455  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0455  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 NB0455
 NB0455                          STATION DESCRIPTION
 NB0455
 NB0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0455'1.2 MI E FROM MECKLENBURG.
 NB0455'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 228, AND STATE
 NB0455'HIGHWAY NO. 79 IN THE CENTER OF MECKLENBURG, PROCEED 1.2 MILES EAST
 NB0455'ALONG STATE HIGHWAY NO. 79, TO THE TOP OF A HILL AND SITE OF BENCH
 NB0455'MARK. BENCH MARK IS ABOUT 175 YARDS EAST OF THE CENTERLINE OF A CROSS
 NB0455'ROAD, 28.0 FEET WEST OF A SLOW SIGN. IT IS 27.0 FEET NORTH OF AND
 NB0455'ABOUT LEVEL WITH THE CENTERLINE OF PAVEMENT, AND ON A LINE TANGENT TO
 NB0455'THE NORTH EDGE OF PAVEMENT, 3.0 FEET SOUTH OF RIGHT OF WAY FENCE.
 NB0455'MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 NB0455'PROJECTS 0.3 FOOT. A STANDARD DISK SET HORIZONTALLY IN TOP OF A
 NB0455'PRECAST CONCRETE POST.
 NB0455
 NB0455                          STATION RECOVERY (1969)
 NB0455
 NB0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NB0455'MARK NOT FOUND.
 NB0455
 NB0455                          STATION RECOVERY (1985)
 NB0455
 NB0455'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0455'MARK NOT FOUND.
 NB0455
 NB0455                          STATION RECOVERY (1994)
 NB0455
 NB0455'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0757 ***********************************************************************
 PH0757  DESIGNATION -  A 105
 PH0757  PID         -  PH0757
 PH0757  STATE/COUNTY-  NY/ST LAWRENCE
 PH0757  USGS QUAD   -  COLTON (1980)
 PH0757
 PH0757                         *CURRENT SURVEY CONTROL
 PH0757  ___________________________________________________________________
 PH0757* NAD 83(1986)-  44 34 30.     (N)    074 57 50.     (W)     SCALED    
 PH0757* NAVD 88     -       215.633  (meters)     707.46   (feet)  ADJUSTED  
 PH0757  ___________________________________________________________________
 PH0757  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 PH0757  DYNAMIC HT  -         215.611 (meters)     707.38  (feet)  COMP
 PH0757  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 PH0757
 PH0757  VERT ORDER  -  SECOND    CLASS 0
 PH0757
 PH0757.The horizontal coordinates were scaled from a topographic map and have
 PH0757.an estimated accuracy of +/- 6 seconds.
 PH0757
 PH0757.The orthometric height was determined by differential leveling
 PH0757.and adjusted by the National Geodetic Survey in June 1991..
 PH0757
 PH0757.The geoid height was determined by GEOID03.
 PH0757
 PH0757.The dynamic height is computed by dividing the NAVD 88
 PH0757.geopotential number by the normal gravity value computed on the
 PH0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0757.degrees latitude (g = 980.6199 gals.).
 PH0757
 PH0757.The modeled gravity was interpolated from observed gravity values.
 PH0757
 PH0757;                    North         East    Units  Estimated Accuracy
 PH0757;SPC NY E     -   637,750.      113,160.      MT  (+/- 180 meters Scaled)
 PH0757
 PH0757                          SUPERSEDED SURVEY CONTROL
 PH0757
 PH0757  NGVD 29 (??/??/92)  215.756  (m)          707.86   (f) ADJ UNCH    2 0
 PH0757
 PH0757.Superseded values are not recommended for survey control.
 PH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0757.See file dsdata.txt to determine how the superseded data were derived.
 PH0757
 PH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ028357(NAD 83)
 PH0757_MARKER: DB = BENCH MARK DISK
 PH0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0757_STAMPING: A 105 1935
 PH0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0757+STABILITY: SURFACE MOTION
 PH0757
 PH0757  HISTORY     - Date     Condition        Report By
 PH0757  HISTORY     - 1935     MONUMENTED       CGS
 PH0757  HISTORY     - 1942     GOOD             NGS
 PH0757
 PH0757                          STATION DESCRIPTION
 PH0757
 PH0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0757'2.0 MI NW FROM COLTON.
 PH0757'TO REACH FROM THE HEPBURN LIBRARY IN COLTON-- PROCEED 2.0 MILES
 PH0757'NORTHWESTERLY ON STATE HIGHWAY NO. 56 TO SITE OF BENCH MARK.  BENCH
 PH0757'MARK IS ABOUT 0.15 MILE NORTH OF A TWO-STORY RED IMITATION BRICK
 PH0757'HOUSE, AND 29.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 PH0757'OF ROAD.  IT IS AT A SMALL HIGHWAY CUT, 21.7 FEET NORTHWEST OF THE
 PH0757'CENTERLINE OF A FARM ROAD INTERSECTION, 2.5 FEET SOUTHWEST OF A
 PH0757'TELEPHONE POLE AND A FENCE CORNER, AND 3.0 FEET NORTH OF A 4X4-INCH
 PH0757'WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.  A DISK SET IN THE
 PH0757'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0263 ***********************************************************************
 LX0263  DESIGNATION -  A 107
 LX0263  PID         -  LX0263
 LX0263  STATE/COUNTY-  NY/SUFFOLK
 LX0263  USGS QUAD   -  PLUM ISLAND (1954)
 LX0263
 LX0263                         *CURRENT SURVEY CONTROL
 LX0263  ___________________________________________________________________
 LX0263* NAD 83(1986)-  41 09 37.     (N)    072 14 02.     (W)     SCALED    
 LX0263* NAVD 88     -         0.562  (meters)       1.84   (feet)  ADJUSTED  
 LX0263  ___________________________________________________________________
 LX0263  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX0263  DYNAMIC HT  -           0.562 (meters)       1.84  (feet)  COMP
 LX0263  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 LX0263
 LX0263  VERT ORDER  -  SECOND    CLASS 0
 LX0263
 LX0263.The horizontal coordinates were scaled from a topographic map and have
 LX0263.an estimated accuracy of +/- 6 seconds.
 LX0263
 LX0263.The orthometric height was determined by differential leveling
 LX0263.and adjusted by the National Geodetic Survey in June 1991..
 LX0263
 LX0263.The geoid height was determined by GEOID03.
 LX0263
 LX0263.The dynamic height is computed by dividing the NAVD 88
 LX0263.geopotential number by the normal gravity value computed on the
 LX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0263.degrees latitude (g = 980.6199 gals.).
 LX0263
 LX0263.The modeled gravity was interpolated from observed gravity values.
 LX0263
 LX0263;                    North         East    Units  Estimated Accuracy
 LX0263;SPC NY L     -   111,830.      448,220.      MT  (+/- 180 meters Scaled)
 LX0263
 LX0263                          SUPERSEDED SURVEY CONTROL
 LX0263
 LX0263  NGVD 29 (??/??/92)    0.852  (m)            2.80   (f) ADJ UNCH    2 0
 LX0263
 LX0263.Superseded values are not recommended for survey control.
 LX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0263.See file dsdata.txt to determine how the superseded data were derived.
 LX0263
 LX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL320602(NAD 83)
 LX0263_MARKER: DB = BENCH MARK DISK
 LX0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0263_SP_SET: BUILDING FOUNDATION
 LX0263_STAMPING: A 107 1958
 LX0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0263
 LX0263  HISTORY     - Date     Condition        Report By
 LX0263  HISTORY     - 1958     MONUMENTED       CGS
 LX0263  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0263  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LX0263
 LX0263                          STATION DESCRIPTION
 LX0263
 LX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LX0263'4.4 MI E FROM ORIENT.
 LX0263'ABOUT 0.2 MILES NORTH ALONG MAIN STREET FROM THE POST OFFICE
 LX0263'AT ORIENT, THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 25, THENCE
 LX0263'0.55 MILES EAST ALONG A PRIVATE DIRT ROAD, NEAR A SMALL RED
 LX0263'BRICK ELECTRIC STATION BUILDING, SET IN THE TOP OF A 4 FOOT
 LX0263'SQUARE CONCRETE FOUNDATION BLOCK WHICH IS NOT IN USE, 38 FEET
 LX0263'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE ELECTRIC BUILDING,
 LX0263'40 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING, ABOUT 1
 LX0263'FOOT ABOVE THE LEVEL OF THE GROUND.
 LX0263
 LX0263                          STATION RECOVERY (1984)
 LX0263
 LX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0263'MARK NOT FOUND.
 LX0263
 LX0263                          STATION RECOVERY (1999)
 LX0263
 LX0263'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1436 ***********************************************************************
 NA1436  DESIGNATION -  A 109
 NA1436  PID         -  NA1436
 NA1436  STATE/COUNTY-  NY/BROOME
 NA1436  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA1436
 NA1436                         *CURRENT SURVEY CONTROL
 NA1436  ___________________________________________________________________
 NA1436* NAD 83(1986)-  42 06 13.     (N)    075 53 54.     (W)     SCALED    
 NA1436* NAVD 88     -       260.120  (meters)     853.41   (feet)  ADJUSTED  
 NA1436  ___________________________________________________________________
 NA1436  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 NA1436  DYNAMIC HT  -         260.022 (meters)     853.09  (feet)  COMP
 NA1436  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 NA1436
 NA1436  VERT ORDER  -  FIRST     CLASS II
 NA1436
 NA1436.The horizontal coordinates were scaled from a topographic map and have
 NA1436.an estimated accuracy of +/- 6 seconds.
 NA1436
 NA1436.The orthometric height was determined by differential leveling
 NA1436.and adjusted by the National Geodetic Survey in June 1991..
 NA1436
 NA1436.The geoid height was determined by GEOID03.
 NA1436
 NA1436.The dynamic height is computed by dividing the NAVD 88
 NA1436.geopotential number by the normal gravity value computed on the
 NA1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1436.degrees latitude (g = 980.6199 gals.).
 NA1436
 NA1436.The modeled gravity was interpolated from observed gravity values.
 NA1436
 NA1436;                    North         East    Units  Estimated Accuracy
 NA1436;SPC NY E     -   364,050.       34,350.      MT  (+/- 180 meters Scaled)
 NA1436
 NA1436                          SUPERSEDED SURVEY CONTROL
 NA1436
 NA1436  NGVD 29 (??/??/92)  260.264  (m)          853.88   (f) ADJ UNCH    1 2
 NA1436
 NA1436.Superseded values are not recommended for survey control.
 NA1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1436.See file dsdata.txt to determine how the superseded data were derived.
 NA1436
 NA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM257616(NAD 83)
 NA1436_MARKER: DB = BENCH MARK DISK
 NA1436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1436_SP_SET: BRIDGE ABUTMENT
 NA1436_STAMPING: A 109 1935
 NA1436_MARK LOGO: CGS   
 NA1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1436
 NA1436  HISTORY     - Date     Condition        Report By
 NA1436  HISTORY     - 1935     MONUMENTED       CGS
 NA1436  HISTORY     - 1974     GOOD             NGS
 NA1436  HISTORY     - 1982     GOOD             NGS
 NA1436
 NA1436                          STATION DESCRIPTION
 NA1436
 NA1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NA1436'AT BINGHAMTON.
 NA1436'AT BINGHAMTON, BROOME CO, 0.4 MILES EAST OF THE DELAWARE, LACKAWANNA
 NA1436'AND WESTERN RAILROAD STATION, IN THE WEST ABUTMENT OF THE MIDDLE 1 OF
 NA1436'3 RAILROAD BRIDGES OVER BRANDYWINE AVENUE.  125 YARDS NORTH FROM
 NA1436'HENRY STREET, 0.15 MILE NORTH OF JUNCTION OF BRANDYWINE AVENUE AND
 NA1436'U.S. HIGHWAY 11, ACROSS BRANDYWINE AVE. FROM ENTRANCE TO LEVENES
 NA1436'SCRAP METALS, 35 FEET WEST OF CENTER LINE OF BRANDYWINE AVE. AND 16
 NA1436'FEET HIGHER.  A STANDARD DISK, STAMPED A 109 1935.
 NA1436
 NA1436                          STATION RECOVERY (1982)
 NA1436
 NA1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0426 ***********************************************************************
 PH0426  DESIGNATION -  A 11
 PH0426  PID         -  PH0426
 PH0426  STATE/COUNTY-  NY/ST LAWRENCE
 PH0426  USGS QUAD   -  NORFOLK (1964)
 PH0426
 PH0426                         *CURRENT SURVEY CONTROL
 PH0426  ___________________________________________________________________
 PH0426* NAD 83(1986)-  44 46 14.     (N)    074 55 23.     (W)     SCALED    
 PH0426* NAVD 88     -       105.559  (meters)     346.32   (feet)  ADJUSTED  
 PH0426  ___________________________________________________________________
 PH0426  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 PH0426  DYNAMIC HT  -         105.553 (meters)     346.30  (feet)  COMP
 PH0426  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 PH0426
 PH0426  VERT ORDER  -  FIRST     CLASS II
 PH0426
 PH0426.The horizontal coordinates were scaled from a topographic map and have
 PH0426.an estimated accuracy of +/- 6 seconds.
 PH0426
 PH0426.The orthometric height was determined by differential leveling
 PH0426.and adjusted by the National Geodetic Survey in June 1991..
 PH0426
 PH0426.The geoid height was determined by GEOID03.
 PH0426
 PH0426.The dynamic height is computed by dividing the NAVD 88
 PH0426.geopotential number by the normal gravity value computed on the
 PH0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0426.degrees latitude (g = 980.6199 gals.).
 PH0426
 PH0426.The modeled gravity was interpolated from observed gravity values.
 PH0426
 PH0426;                    North         East    Units  Estimated Accuracy
 PH0426;SPC NY E     -   659,470.      116,510.      MT  (+/- 180 meters Scaled)
 PH0426
 PH0426                          SUPERSEDED SURVEY CONTROL
 PH0426
 PH0426  NGVD 29 (??/??/92)  105.686  (m)          346.74   (f) ADJ UNCH    1 2
 PH0426
 PH0426.Superseded values are not recommended for survey control.
 PH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0426.See file dsdata.txt to determine how the superseded data were derived.
 PH0426
 PH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ060574(NAD 83)
 PH0426_MARKER: DB = BENCH MARK DISK
 PH0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0426_STAMPING: A 11 1919
 PH0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0426+STABILITY: SURFACE MOTION
 PH0426
 PH0426  HISTORY     - Date     Condition        Report By
 PH0426  HISTORY     - 1919     MONUMENTED       CGS
 PH0426  HISTORY     - 1963     MARK NOT FOUND   USGS
 PH0426
 PH0426                          STATION DESCRIPTION
 PH0426
 PH0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 PH0426'0.7 MI E FROM KNAPPS.
 PH0426'0.7 MILE EAST ALONG THE RUTLAND RAILROAD FROM THE STATION AT KNAPPS,
 PH0426'ST. LAWRENCE COUNTY, AT THE FIRST ROAD CROSSING EAST OF KNAPPS, 35
 PH0426'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9-1/2 FEET NORTH OF THE
 PH0426'NORTH RAIL, 2-1/2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE AT THE
 PH0426'SECOND POST FROM THE SOUTHEAST END, AND ABOUT 2 INCHES UNDER GROUND. A
 PH0426'STANDARD DISK, STAMPED A 11 1919 AND SET IN THE TOP OF A CONCRETE
 PH0426'POST.
 PH0426
 PH0426                          STATION RECOVERY (1963)
 PH0426
 PH0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1184 ***********************************************************************
 KU1184  DESIGNATION -  A 11 USE
 KU1184  PID         -  KU1184
 KU1184  STATE/COUNTY-  NY/QUEENS
 KU1184  USGS QUAD   -  SEA CLIFF (1979)
 KU1184
 KU1184                         *CURRENT SURVEY CONTROL
 KU1184  ___________________________________________________________________
 KU1184* NAD 83(1986)-  40 45 55.     (N)    073 43 28.     (W)     SCALED    
 KU1184* NAVD 88     -        55.398  (meters)     181.75   (feet)  ADJUSTED  
 KU1184  ___________________________________________________________________
 KU1184  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU1184  DYNAMIC HT  -          55.377 (meters)     181.68  (feet)  COMP
 KU1184  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 KU1184
 KU1184  VERT ORDER  -  FIRST     CLASS II
 KU1184
 KU1184.The horizontal coordinates were scaled from a topographic map and have
 KU1184.an estimated accuracy of +/- 6 seconds.
 KU1184
 KU1184.The orthometric height was determined by differential leveling
 KU1184.and adjusted by the National Geodetic Survey in June 1991..
 KU1184
 KU1184.The geoid height was determined by GEOID03.
 KU1184
 KU1184.The dynamic height is computed by dividing the NAVD 88
 KU1184.geopotential number by the normal gravity value computed on the
 KU1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1184.degrees latitude (g = 980.6199 gals.).
 KU1184
 KU1184.The modeled gravity was interpolated from observed gravity values.
 KU1184
 KU1184;                    North         East    Units  Estimated Accuracy
 KU1184;SPC NY L     -    66,510.      323,270.      MT  (+/- 180 meters Scaled)
 KU1184
 KU1184                          SUPERSEDED SURVEY CONTROL
 KU1184
 KU1184  NGVD 29 (??/??/92)   55.727  (m)          182.83   (f) ADJ UNCH    1 2
 KU1184
 KU1184.Superseded values are not recommended for survey control.
 KU1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1184.See file dsdata.txt to determine how the superseded data were derived.
 KU1184
 KU1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL076134(NAD 83)
 KU1184_MARKER: DD = SURVEY DISK
 KU1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1184_STAMPING: A 11 30 EL 183
 KU1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1184+STABILITY: SURFACE MOTION
 KU1184
 KU1184  HISTORY     - Date     Condition        Report By
 KU1184  HISTORY     - UNK      MONUMENTED       DOD
 KU1184  HISTORY     - 1952     GOOD             NGS
 KU1184  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU1184  HISTORY     - 20060627 MARK NOT FOUND   NYDT
 KU1184
 KU1184                          STATION DESCRIPTION
 KU1184
 KU1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1184'AT NEW YORK.
 KU1184'AT NEW YORK, IN BOROUGH OF QUEENS, AT LITTLE NECK, AT INTERSECTION
 KU1184'OF LITTLE NECK PARKWAY AND HORACE HARDING BOULEVARD (WORLDS FAIR
 KU1184'BOULEVARD), 27 FEET EAST OF CENTER LINE OF LITTLE NECK PARKWAY,
 KU1184'49 FEET SOUTHEAST OF SOUTHEAST CURB LINE OF HORACE HARDING
 KU1184'BOULEVARD, 2.4 FEET SOUTH OF NORTHWEST CORNER OF FENCE AROUND
 KU1184'DEEP DALE GOLF COURSE (FORMERLY VANDERBILT FIELD), 1 FOOT WEST OF
 KU1184'SAME FENCE, 5 FEET SOUTH OF POWER POLE NO. Q71994, ABOUT LEVEL WITH
 KU1184'LITTLE NECK PARKWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KU1184'3 INCHES BELOW THE SURFACE OF THE GROUND.
 KU1184
 KU1184                          STATION RECOVERY (1964)
 KU1184
 KU1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU1184'MARK NOT FOUND.
 KU1184
 KU1184                          STATION RECOVERY (2006)
 KU1184
 KU1184'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0276 ***********************************************************************
 OF0276  DESIGNATION -  A 111
 OF0276  PID         -  OF0276
 OF0276  STATE/COUNTY-  NY/ONONDAGA
 OF0276  USGS QUAD   -  BREWERTON (1978)
 OF0276
 OF0276                         *CURRENT SURVEY CONTROL
 OF0276  ___________________________________________________________________
 OF0276* NAD 83(1986)-  43 10 23.     (N)    076 10 46.     (W)     SCALED    
 OF0276* NAVD 88     -       120.273  (meters)     394.60   (feet)  ADJUSTED  
 OF0276  ___________________________________________________________________
 OF0276  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 OF0276  DYNAMIC HT  -         120.245 (meters)     394.50  (feet)  COMP
 OF0276  MODELED GRAV-     980,390.4   (mgal)                       NAVD 88
 OF0276
 OF0276  VERT ORDER  -  SECOND    CLASS 0
 OF0276
 OF0276.The horizontal coordinates were scaled from a topographic map and have
 OF0276.an estimated accuracy of +/- 6 seconds.
 OF0276
 OF0276.The orthometric height was determined by differential leveling
 OF0276.and adjusted by the National Geodetic Survey in June 1991..
 OF0276
 OF0276.The geoid height was determined by GEOID03.
 OF0276
 OF0276.The dynamic height is computed by dividing the NAVD 88
 OF0276.geopotential number by the normal gravity value computed on the
 OF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0276.degrees latitude (g = 980.6199 gals.).
 OF0276
 OF0276.The modeled gravity was interpolated from observed gravity values.
 OF0276
 OF0276;                    North         East    Units  Estimated Accuracy
 OF0276;SPC NY C     -   352,470.      282,840.      MT  (+/- 180 meters Scaled)
 OF0276
 OF0276                          SUPERSEDED SURVEY CONTROL
 OF0276
 OF0276  NGVD 29 (??/??/92)  120.453  (m)          395.19   (f) ADJ UNCH    2 0
 OF0276
 OF0276.Superseded values are not recommended for survey control.
 OF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0276.See file dsdata.txt to determine how the superseded data were derived.
 OF0276
 OF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN041807(NAD 83)
 OF0276_MARKER: DB = BENCH MARK DISK
 OF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0276_STAMPING: A 111 1935
 OF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0276+STABILITY: SURFACE MOTION
 OF0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0276+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 OF0276
 OF0276  HISTORY     - Date     Condition        Report By
 OF0276  HISTORY     - 1935     MONUMENTED       CGS
 OF0276  HISTORY     - 1956     GOOD             NGS
 OF0276  HISTORY     - 1973     GOOD             KONSKI
 OF0276  HISTORY     - 20060411 GOOD             NYDT
 OF0276
 OF0276                          STATION DESCRIPTION
 OF0276
 OF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OF0276'2.3 MI NE FROM WOODARD.
 OF0276'ABOUT 2.3 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 OF0276'THE STATION AT WOODARD, ABOUT 0.2 MILE SOUTH OF MILE POST 10, ABOUT
 OF0276'280 YARDS NORTH OF CROSSING OF A BLACK TOP ROAD, 40 FEET WEST-
 OF0276'NORTHWEST OF NEAR RAIL OF TRACK, 63 FEET NORTH-NORTHEAST OF A FENCE
 OF0276'CORNER, 70 FEET NORTHEAST OF THE NORTH-NORTHEAST ONE OF A ROW OF FIR
 OF0276'TREES, 21 FEET NORTHEAST OF AN OLD WELL, 204 FEET SOUTH-SOUTHWEST OF
 OF0276'A STEEL POWER POLE (THE THIRD POLE NORTH OF CROSSING), 1 1/2 FEET
 OF0276'EAST-SOUTHEAST OF A FENCE LINE, ABOUT 4 FEET ABOVE LEVEL OF TRACK
 OF0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 OF0276
 OF0276                          STATION RECOVERY (1973)
 OF0276
 OF0276'RECOVERY NOTE BY KONSKI ENGINEERS 1973
 OF0276'RECOVERED IN GOOD CONDITION.
 OF0276
 OF0276                          STATION RECOVERY (2006)
 OF0276
 OF0276'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1495 ***********************************************************************
 NA1495  DESIGNATION -  A 112
 NA1495  PID         -  NA1495
 NA1495  STATE/COUNTY-  NY/CHENANGO
 NA1495  USGS QUAD   -  OXFORD (1949)
 NA1495
 NA1495                         *CURRENT SURVEY CONTROL
 NA1495  ___________________________________________________________________
 NA1495* NAD 83(1986)-  42 25 56.     (N)    075 36 14.     (W)     SCALED    
 NA1495* NAVD 88     -       295.087  (meters)     968.13   (feet)  ADJUSTED  
 NA1495  ___________________________________________________________________
 NA1495  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 NA1495  DYNAMIC HT  -         294.985 (meters)     967.80  (feet)  COMP
 NA1495  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 NA1495
 NA1495  VERT ORDER  -  SECOND    CLASS 0
 NA1495
 NA1495.The horizontal coordinates were scaled from a topographic map and have
 NA1495.an estimated accuracy of +/- 6 seconds.
 NA1495
 NA1495.The orthometric height was determined by differential leveling
 NA1495.and adjusted by the National Geodetic Survey in June 1991..
 NA1495
 NA1495.The geoid height was determined by GEOID03.
 NA1495
 NA1495.The dynamic height is computed by dividing the NAVD 88
 NA1495.geopotential number by the normal gravity value computed on the
 NA1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1495.degrees latitude (g = 980.6199 gals.).
 NA1495
 NA1495.The modeled gravity was interpolated from observed gravity values.
 NA1495
 NA1495;                    North         East    Units  Estimated Accuracy
 NA1495;SPC NY C     -   270,570.      330,590.      MT  (+/- 180 meters Scaled)
 NA1495
 NA1495                          SUPERSEDED SURVEY CONTROL
 NA1495
 NA1495  NGVD 29 (??/??/92)  295.21   (m)          968.5    (f) COMPUTED    2 0
 NA1495
 NA1495.Superseded values are not recommended for survey control.
 NA1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1495.See file dsdata.txt to determine how the superseded data were derived.
 NA1495
 NA1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM503979(NAD 83)
 NA1495_MARKER: DB = BENCH MARK DISK
 NA1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1495_STAMPING: A-112--1935
 NA1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1495+STABILITY: SURFACE MOTION
 NA1495
 NA1495  HISTORY     - Date     Condition        Report By
 NA1495  HISTORY     - 1935     MONUMENTED       CGS
 NA1495  HISTORY     - 1950     MARK NOT FOUND   USGS
 NA1495  HISTORY     - 1976     MARK NOT FOUND   NGS
 NA1495
 NA1495                          STATION DESCRIPTION
 NA1495
 NA1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1495'0.6 MI SW FROM OXFORD.
 NA1495'IS LOCATED 0.6 OF MILE SOUTHWEST OF THE STATION AT OXFORD.  0.1 OF
 NA1495'MILE NORTHEAST OF MILE POST NO. 224.  184 FT. SOUTHWEST OF CENTERLINE
 NA1495'OF A
 NA1495'FARM ROAD THAT CROSSES TRACK.  27.6 FT. NORTHWEST OF NORTHWEST
 NA1495'RAIL.  TABLET SET IN TOP OF CONCRETE POST 5 IN. HIGH.
 NA1495
 NA1495                          STATION RECOVERY (1950)
 NA1495
 NA1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NA1495'MARK NOT FOUND.
 NA1495
 NA1495                          STATION RECOVERY (1976)
 NA1495
 NA1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1029 ***********************************************************************
 NA1029  DESIGNATION -  A 113
 NA1029  PID         -  NA1029
 NA1029  STATE/COUNTY-  NY/MADISON
 NA1029  USGS QUAD   -  HUBBARDSVILLE (1943)
 NA1029
 NA1029                         *CURRENT SURVEY CONTROL
 NA1029  ___________________________________________________________________
 NA1029* NAD 83(1986)-  42 49 33.     (N)    075 25 14.     (W)     SCALED    
 NA1029* NAVD 88     -       362.593  (meters)    1189.61   (feet)  ADJUSTED  
 NA1029  ___________________________________________________________________
 NA1029  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 NA1029  DYNAMIC HT  -         362.476 (meters)    1189.22  (feet)  COMP
 NA1029  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NA1029
 NA1029  VERT ORDER  -  SECOND    CLASS 0
 NA1029
 NA1029.The horizontal coordinates were scaled from a topographic map and have
 NA1029.an estimated accuracy of +/- 6 seconds.
 NA1029
 NA1029.The orthometric height was determined by differential leveling
 NA1029.and adjusted by the National Geodetic Survey in June 1991..
 NA1029
 NA1029.The geoid height was determined by GEOID03.
 NA1029
 NA1029.The dynamic height is computed by dividing the NAVD 88
 NA1029.geopotential number by the normal gravity value computed on the
 NA1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1029.degrees latitude (g = 980.6199 gals.).
 NA1029
 NA1029.The modeled gravity was interpolated from observed gravity values.
 NA1029
 NA1029;                    North         East    Units  Estimated Accuracy
 NA1029;SPC NY C     -   314,480.      345,080.      MT  (+/- 180 meters Scaled)
 NA1029
 NA1029                          SUPERSEDED SURVEY CONTROL
 NA1029
 NA1029  NGVD 29 (??/??/92)  362.700  (m)         1189.96   (f) ADJ UNCH    2 0
 NA1029
 NA1029.Superseded values are not recommended for survey control.
 NA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1029.See file dsdata.txt to determine how the superseded data were derived.
 NA1029
 NA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN656415(NAD 83)
 NA1029_MARKER: DB = BENCH MARK DISK
 NA1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1029_SP_SET: CULVERT
 NA1029_STAMPING: A-113--1935
 NA1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1029
 NA1029  HISTORY     - Date     Condition        Report By
 NA1029  HISTORY     - 1935     MONUMENTED       CGS
 NA1029
 NA1029                          STATION DESCRIPTION
 NA1029
 NA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1029'1.9 MI NE FROM HUBBARDSVILLE.
 NA1029'A-113 IS LOCATED 1.9 MILES NORTHEAST OF STATION AT HUBBARDSVILLE.  0.3
 NA1029'OF MILE SOUTHWEST OF M.P. 258.  297 FEET SOUTHWEST OF A FARM ROAD
 NA1029'CROSSING TRACKS.  7.2 FEET NORTHWEST OF NORTHWEST RAIL.  STANDARD
 NA1029'TABLET SET IN TOP OF NORTHWEST HEADWALL OF A 10 FT. BY 3 FT. BOX
 NA1029'CULVERT
 NA1029'UNDER RAILROAD.  2.5 FEET FROM NORTHEAST END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0423 ***********************************************************************
 OE0423  DESIGNATION -  A 114
 OE0423  PID         -  OE0423
 OE0423  STATE/COUNTY-  NY/HERKIMER
 OE0423  USGS QUAD   -  HERKIMER (1943)
 OE0423
 OE0423                         *CURRENT SURVEY CONTROL
 OE0423  ___________________________________________________________________
 OE0423* NAD 83(1986)-  43 18 40.     (N)    074 58 08.     (W)     SCALED    
 OE0423* NAVD 88     -       415.951  (meters)    1364.67   (feet)  ADJUSTED  
 OE0423  ___________________________________________________________________
 OE0423  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 OE0423  DYNAMIC HT  -         415.838 (meters)    1364.30  (feet)  COMP
 OE0423  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 OE0423
 OE0423  VERT ORDER  -  SECOND    CLASS 0
 OE0423
 OE0423.The horizontal coordinates were scaled from a topographic map and have
 OE0423.an estimated accuracy of +/- 6 seconds.
 OE0423
 OE0423.The orthometric height was determined by differential leveling
 OE0423.and adjusted by the National Geodetic Survey in June 1991..
 OE0423
 OE0423.The geoid height was determined by GEOID03.
 OE0423
 OE0423.The dynamic height is computed by dividing the NAVD 88
 OE0423.geopotential number by the normal gravity value computed on the
 OE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0423.degrees latitude (g = 980.6199 gals.).
 OE0423
 OE0423.The modeled gravity was interpolated from observed gravity values.
 OE0423
 OE0423;                    North         East    Units  Estimated Accuracy
 OE0423;SPC NY E     -   497,340.      111,960.      MT  (+/- 180 meters Scaled)
 OE0423
 OE0423                          SUPERSEDED SURVEY CONTROL
 OE0423
 OE0423  NGVD 29 (??/??/92)  416.075  (m)         1365.07   (f) ADJ UNCH    2 0
 OE0423
 OE0423.Superseded values are not recommended for survey control.
 OE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0423.See file dsdata.txt to determine how the superseded data were derived.
 OE0423
 OE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN025953(NAD 83)
 OE0423_MARKER: DB = BENCH MARK DISK
 OE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0423_STAMPING: A-114 1935
 OE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0423+STABILITY: SURFACE MOTION
 OE0423
 OE0423  HISTORY     - Date     Condition        Report By
 OE0423  HISTORY     - 1935     MONUMENTED       CGS
 OE0423  HISTORY     - 1972     GOOD             NGS
 OE0423
 OE0423                          STATION DESCRIPTION
 OE0423
 OE0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0423'1.0 MI SW FROM OHIO.
 OE0423'IS LOCATED 1.0 MILE S.W. OF POST OFFICE AT OHIO, ALONG STATE HIGHWAY
 OE0423'NO. 8.  150 FT. SOUTH OF ASPHALT T ROAD EAST.  52 FT. EAST OF
 OE0423'CENTERLINE OF HIGHWAY.  17 FT. SOUTH OF TELEPHONE POLE.  STANDARD
 OE0423'TABLET SET IN CONDRETE POST 5 IN. ABOVE GROUND.
 OE0423
 OE0423                          STATION RECOVERY (1972)
 OE0423
 OE0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OE0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0240 ***********************************************************************
 PH0240  DESIGNATION -  A 115
 PH0240  PID         -  PH0240
 PH0240  STATE/COUNTY-  NY/FRANKLIN
 PH0240  USGS QUAD   -  
 PH0240
 PH0240                         *CURRENT SURVEY CONTROL
 PH0240  ___________________________________________________________________
 PH0240* NAD 83(1986)-  44 20 47.     (N)    074 10 23.     (W)     SCALED    
 PH0240* NAVD 88     -       484.289  (meters)    1588.87   (feet)  ADJUSTED  
 PH0240  ___________________________________________________________________
 PH0240  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 PH0240  DYNAMIC HT  -         484.204 (meters)    1588.59  (feet)  COMP
 PH0240  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 PH0240
 PH0240  VERT ORDER  -  SECOND    CLASS 0
 PH0240
 PH0240.The horizontal coordinates were scaled from a topographic map and have
 PH0240.an estimated accuracy of +/- 6 seconds.
 PH0240
 PH0240.The orthometric height was determined by differential leveling
 PH0240.and adjusted by the National Geodetic Survey in June 1991..
 PH0240
 PH0240.The geoid height was determined by GEOID03.
 PH0240
 PH0240.The dynamic height is computed by dividing the NAVD 88
 PH0240.geopotential number by the normal gravity value computed on the
 PH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0240.degrees latitude (g = 980.6199 gals.).
 PH0240
 PH0240.The modeled gravity was interpolated from observed gravity values.
 PH0240
 PH0240;                    North         East    Units  Estimated Accuracy
 PH0240;SPC NY E     -   612,300.      176,070.      MT  (+/- 180 meters Scaled)
 PH0240
 PH0240                          SUPERSEDED SURVEY CONTROL
 PH0240
 PH0240  NGVD 29 (??/??/92)  484.35   (m)         1589.1    (f) COMPUTED    2 0
 PH0240
 PH0240.Superseded values are not recommended for survey control.
 PH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0240.See file dsdata.txt to determine how the superseded data were derived.
 PH0240
 PH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ659106(NAD 83)
 PH0240_MARKER: DB = BENCH MARK DISK
 PH0240_SETTING: 80 = SET IN A BOULDER
 PH0240_SP_SET: BOULDER
 PH0240_STAMPING: A 115 1935
 PH0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0240+STABILITY: SURFACE MOTION
 PH0240
 PH0240  HISTORY     - Date     Condition        Report By
 PH0240  HISTORY     - 1935     MONUMENTED       CGS
 PH0240  HISTORY     - 1955     GOOD             NGS
 PH0240
 PH0240                          STATION DESCRIPTION
 PH0240
 PH0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PH0240'3.7 MI SE FROM LAKE CLEAR JUNCTION.
 PH0240'ABOUT 3.7 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 PH0240'STATION AT LAKE CLEAR JUNCTION, ABOUT 2.35 MILES NORTHWEST OF THE
 PH0240'STATION AT SARANAC LAKE, AT CREST OF A RIDGE NORTHEAST-SOUTHWEST
 PH0240'CROSSING TRACK, IN THE TOP OF A GRANITE BOULDER ABOUT 6 BY 3 FEET AND
 PH0240'PROJECTING 1 1/2 FEET, 25 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF
 PH0240'NORTHEAST TRACK, 5 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 5
 PH0240'TELEPHONE POLES NORTHWEST OF MILE POST LC 4, AND ABOUT 1 1/2 FEET
 PH0240'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0967 ***********************************************************************
 PG0967  DESIGNATION -  A 116
 PG0967  PID         -  PG0967
 PG0967  STATE/COUNTY-  NY/ESSEX
 PG0967  USGS QUAD   -  
 PG0967
 PG0967                         *CURRENT SURVEY CONTROL
 PG0967  ___________________________________________________________________
 PG0967* NAD 83(1986)-  44 12 35.     (N)    073 33 25.     (W)     SCALED    
 PG0967* NAVD 88     -       214.606  (meters)     704.09   (feet)  ADJUSTED  
 PG0967  ___________________________________________________________________
 PG0967  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PG0967  DYNAMIC HT  -         214.573 (meters)     703.98  (feet)  COMP
 PG0967  MODELED GRAV-     980,458.4   (mgal)                       NAVD 88
 PG0967
 PG0967  VERT ORDER  -  SECOND    CLASS 0
 PG0967
 PG0967.The horizontal coordinates were scaled from a topographic map and have
 PG0967.an estimated accuracy of +/- 6 seconds.
 PG0967
 PG0967.The orthometric height was determined by differential leveling
 PG0967.and adjusted by the National Geodetic Survey in June 1991..
 PG0967
 PG0967.The geoid height was determined by GEOID03.
 PG0967
 PG0967.The dynamic height is computed by dividing the NAVD 88
 PG0967.geopotential number by the normal gravity value computed on the
 PG0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0967.degrees latitude (g = 980.6199 gals.).
 PG0967
 PG0967.The modeled gravity was interpolated from observed gravity values.
 PG0967
 PG0967;                    North         East    Units  Estimated Accuracy
 PG0967;SPC NY E     -   597,500.      225,370.      MT  (+/- 180 meters Scaled)
 PG0967
 PG0967                          SUPERSEDED SURVEY CONTROL
 PG0967
 PG0967  NGVD 29 (??/??/??)  214.743  (m)          704.54   (f) ADJUSTED    2 0
 PG0967
 PG0967.Superseded values are not recommended for survey control.
 PG0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0967.See file dsdata.txt to determine how the superseded data were derived.
 PG0967
 PG0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP152961(NAD 83)
 PG0967_MARKER: DB = BENCH MARK DISK
 PG0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0967_STAMPING: A-116--1935
 PG0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0967+STABILITY: SURFACE MOTION
 PG0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0967+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0967
 PG0967  HISTORY     - Date     Condition        Report By
 PG0967  HISTORY     - 1935     MONUMENTED       CGS
 PG0967  HISTORY     - 1976     MARK NOT FOUND   USGS
 PG0967  HISTORY     - 20051007 GOOD             NYDT
 PG0967
 PG0967                          STATION DESCRIPTION
 PG0967
 PG0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG0967'2.1 MI E FROM ELIZABETHTOWN.
 PG0967'IS LOCATED 2.1 MILES EAST OF COUNTY COURT HOUSE AT ELIZABETHTOWN. 22.5
 PG0967'FEET WEST OF TELEPHONE POLE NO. 47/275.  30 FEET SOUTH OF CENTERLINE
 PG0967'OF STATE ROAD 195.  ON EXTENTION OF TANGENT OF SOUTH EDGE OF ASPHALT
 PG0967'HIGHWAY FROM EAST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5
 PG0967'INCHES HIGH.
 PG0967
 PG0967                          STATION RECOVERY (1976)
 PG0967
 PG0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PG0967'MARK NOT FOUND.
 PG0967
 PG0967                          STATION RECOVERY (2005)
 PG0967
 PG0967'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0967'NEW HANDHELD GPS COORDINATES 44,12,37 N 073,33,25 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0401 ***********************************************************************
 NB0401  DESIGNATION -  A 1160 USGS
 NB0401  PID         -  NB0401
 NB0401  STATE/COUNTY-  NY/CHEMUNG
 NB0401  USGS QUAD   -  ERIN (1969)
 NB0401
 NB0401                         *CURRENT SURVEY CONTROL
 NB0401  ___________________________________________________________________
 NB0401* NAD 83(1986)-  42 10 06.     (N)    076 43 44.     (W)     SCALED    
 NB0401* NAVD 88     -       353.799  (meters)    1160.76   (feet)  ADJUSTED  
 NB0401  ___________________________________________________________________
 NB0401  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NB0401  DYNAMIC HT  -         353.664 (meters)    1160.31  (feet)  COMP
 NB0401  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 NB0401
 NB0401  VERT ORDER  -  FIRST     CLASS II
 NB0401
 NB0401.The horizontal coordinates were scaled from a topographic map and have
 NB0401.an estimated accuracy of +/- 6 seconds.
 NB0401
 NB0401.The orthometric height was determined by differential leveling
 NB0401.and adjusted by the National Geodetic Survey in June 1991..
 NB0401
 NB0401.The geoid height was determined by GEOID03.
 NB0401
 NB0401.The dynamic height is computed by dividing the NAVD 88
 NB0401.geopotential number by the normal gravity value computed on the
 NB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0401.degrees latitude (g = 980.6199 gals.).
 NB0401
 NB0401.The modeled gravity was interpolated from observed gravity values.
 NB0401
 NB0401;                    North         East    Units  Estimated Accuracy
 NB0401;SPC NY C     -   240,800.      237,970.      MT  (+/- 180 meters Scaled)
 NB0401
 NB0401                          SUPERSEDED SURVEY CONTROL
 NB0401
 NB0401  NGVD 29 (??/??/92)  353.947  (m)         1161.24   (f) ADJ UNCH    1 2
 NB0401
 NB0401.Superseded values are not recommended for survey control.
 NB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0401.See file dsdata.txt to determine how the superseded data were derived.
 NB0401
 NB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM571699(NAD 83)
 NB0401_MARKER: DD = SURVEY DISK
 NB0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0401_SP_SET: BUILDING
 NB0401_STAMPING: A 1160
 NB0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0401
 NB0401  HISTORY     - Date     Condition        Report By
 NB0401  HISTORY     - UNK      MONUMENTED       USGS
 NB0401  HISTORY     - 1932     GOOD             NGS
 NB0401  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0401  HISTORY     - 1985     GOOD             USPSQD
 NB0401
 NB0401                          STATION DESCRIPTION
 NB0401
 NB0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0401'AT BREESPORT.
 NB0401'COUNTY BUILDINGS, ON WEST FACE OF FOUNDATION OF BRICK STRUCTURE, 3
 NB0401'FEET ABOVE GROUND AND 25 FEET SOUTH OF NORTHWEST CORNER BETWEEN
 NB0401'SECOND AND THIRD CELLAR WINDOW.
 NB0401
 NB0401                          STATION RECOVERY (1982)
 NB0401
 NB0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0401'NOT RECOVERED, IT APPEARS THAT THE NORTH EXTENSION OF THE
 NB0401'BUILDING HAS BEEN REMODELED AND NO SIGNS OF THE MARK COULD
 NB0401'BE FOUND.
 NB0401
 NB0401                          STATION RECOVERY (1985)
 NB0401
 NB0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0401'THE COUNTY BUILDINGS ARE ABANDONED AND SOME HAVE BEEN DEMOLISHED
 NB0401'ACCORDING TO A LOCAL RESIDENT. THERE IS NO BUILDING WITH THREE CELLAR
 NB0401'WINDOWS IN THE WEST FACE. IN THE BOILER HOUSE, A BRICK BUILDING OF
 NB0401'MUCH NEWER CONSTRUCTION THAN THE OTHER COUNTY BUILDINGS , THERE IS
 NB0401'MOUNTED VERTICALLY A USGS 'BM' DISK, AND STAMPED '1160'. THIS MARK IS
 NB0401'IN THE WEST WALL OF THE BOLIER HOUSE, 20 INCHES SOUTH OF THE
 NB0401'NORTHWEST CORNER, AND 26 INCHES ABOVE THE GROUND. IT IS APPARENT THAT
 NB0401'THIS MARK HAS BEEN RESET TO REPLACE THE MARK DESCRIBED, ALTHOUGH NO
 NB0401'MARKING INDICATING IT WAS RESET WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0406 ***********************************************************************
 MZ0406  DESIGNATION -  A 117
 MZ0406  PID         -  MZ0406
 MZ0406  STATE/COUNTY-  NY/RENSSELAER
 MZ0406  USGS QUAD   -  HOOSICK FALLS (1980)
 MZ0406
 MZ0406                         *CURRENT SURVEY CONTROL
 MZ0406  ___________________________________________________________________
 MZ0406* NAD 83(1986)-  42 55 53.     (N)    073 18 22.     (W)     SCALED    
 MZ0406* NAVD 88     -       149.834  (meters)     491.58   (feet)  ADJUSTED  
 MZ0406  ___________________________________________________________________
 MZ0406  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 MZ0406  DYNAMIC HT  -         149.790 (meters)     491.44  (feet)  COMP
 MZ0406  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 MZ0406
 MZ0406  VERT ORDER  -  SECOND    CLASS 0
 MZ0406
 MZ0406.The horizontal coordinates were scaled from a topographic map and have
 MZ0406.an estimated accuracy of +/- 6 seconds.
 MZ0406
 MZ0406.The orthometric height was determined by differential leveling
 MZ0406.and adjusted by the National Geodetic Survey in June 1991..
 MZ0406
 MZ0406.The geoid height was determined by GEOID03.
 MZ0406
 MZ0406.The dynamic height is computed by dividing the NAVD 88
 MZ0406.geopotential number by the normal gravity value computed on the
 MZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0406.degrees latitude (g = 980.6199 gals.).
 MZ0406
 MZ0406.The modeled gravity was interpolated from observed gravity values.
 MZ0406
 MZ0406;                    North         East    Units  Estimated Accuracy
 MZ0406;SPC NY E     -   455,740.      247,450.      MT  (+/- 180 meters Scaled)
 MZ0406
 MZ0406                          SUPERSEDED SURVEY CONTROL
 MZ0406
 MZ0406  NGVD 29 (??/??/92)  149.977  (m)          492.05   (f) ADJ UNCH    2 0
 MZ0406
 MZ0406.Superseded values are not recommended for survey control.
 MZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0406.See file dsdata.txt to determine how the superseded data were derived.
 MZ0406
 MZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN382545(NAD 83)
 MZ0406_MARKER: DB = BENCH MARK DISK
 MZ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0406_STAMPING: A 117 1935
 MZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0406+STABILITY: SURFACE MOTION
 MZ0406
 MZ0406  HISTORY     - Date     Condition        Report By
 MZ0406  HISTORY     - 1935     MONUMENTED       CGS
 MZ0406  HISTORY     - 1950     GOOD             NGS
 MZ0406  HISTORY     - 1969     GOOD             NGS
 MZ0406
 MZ0406                          STATION DESCRIPTION
 MZ0406
 MZ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MZ0406'1.9 MI W FROM WHITE CREEK.
 MZ0406'1.9 MILES WEST ALONG THE BOSTON AND MAINE RAILROAD FROM THE STATION AT
 MZ0406'WHITE CREEK, RENSSELAER COUNTY, 7 POLES WEST OF MILEPOST 168.12, 210
 MZ0406'FEET EAST OF A FARM-ROAD CROSSING, 47.9 FEET NORTH OF THE NORTH RAIL
 MZ0406'OF THE MAIN TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. A
 MZ0406'STANDARD DISK, STAMPED A 117 1935 AND SET IN THE TOP OF A CONCRETE
 MZ0406'POST PROJECTING 6 INCHES ABOVE GROUND.
 MZ0406
 MZ0406                          STATION RECOVERY (1969)
 MZ0406
 MZ0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MZ0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0541 ***********************************************************************
 OD0541  DESIGNATION -  A 118
 OD0541  PID         -  OD0541
 OD0541  STATE/COUNTY-  NY/ESSEX
 OD0541  USGS QUAD   -  TICONDEROGA (1950)
 OD0541
 OD0541                         *CURRENT SURVEY CONTROL
 OD0541  ___________________________________________________________________
 OD0541* NAD 83(1986)-  43 49 21.     (N)    073 28 15.     (W)     SCALED    
 OD0541* NAVD 88     -       103.634  (meters)     340.01   (feet)  ADJUSTED  
 OD0541  ___________________________________________________________________
 OD0541  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OD0541  DYNAMIC HT  -         103.615 (meters)     339.94  (feet)  COMP
 OD0541  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 OD0541
 OD0541  VERT ORDER  -  SECOND    CLASS 0
 OD0541
 OD0541.The horizontal coordinates were scaled from a topographic map and have
 OD0541.an estimated accuracy of +/- 6 seconds.
 OD0541
 OD0541.The orthometric height was determined by differential leveling
 OD0541.and adjusted by the National Geodetic Survey in June 1991..
 OD0541
 OD0541.The geoid height was determined by GEOID03.
 OD0541
 OD0541.The dynamic height is computed by dividing the NAVD 88
 OD0541.geopotential number by the normal gravity value computed on the
 OD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0541.degrees latitude (g = 980.6199 gals.).
 OD0541
 OD0541.The modeled gravity was interpolated from observed gravity values.
 OD0541
 OD0541;                    North         East    Units  Estimated Accuracy
 OD0541;SPC NY E     -   554,560.      232,780.      MT  (+/- 180 meters Scaled)
 OD0541
 OD0541                          SUPERSEDED SURVEY CONTROL
 OD0541
 OD0541  NGVD 29 (??/??/92)  103.786  (m)          340.50   (f) ADJ UNCH    2 0
 OD0541
 OD0541.Superseded values are not recommended for survey control.
 OD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0541.See file dsdata.txt to determine how the superseded data were derived.
 OD0541
 OD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP229532(NAD 83)
 OD0541_MARKER: DB = BENCH MARK DISK
 OD0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0541_STAMPING: A-118--1935
 OD0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0541+STABILITY: SURFACE MOTION
 OD0541
 OD0541  HISTORY     - Date     Condition        Report By
 OD0541  HISTORY     - 1935     MONUMENTED       CGS
 OD0541
 OD0541                          STATION DESCRIPTION
 OD0541
 OD0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0541'2.7 MI SW FROM TICONDEROGA.
 OD0541'IS LOCATED 2.7 MILES SOUTHWEST OF JUNCTION OF STATE ROADS 8 AND 22 AT
 OD0541'TICONDEROGA.  ON SOUTH SLOPE OF HILL, 45 YARDS SOUTH OF CREST OF HILL.
 OD0541'114 FEET NORTH OF CENTERLINE OF A 2 X 2 FT. CONCRETE CULVERT. 52.5
 OD0541'FEET NORTH OF A POWER LINE POLE.  31 FEET EAST OF CENTERLINE OF S.R.
 OD0541'8.  31 FEET SOUTH OF CENTERLINE OF ENTRANCE TO A FIELD.  1 FOOT WEST
 OD0541'OF WIRE FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 OD0541'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0555 ***********************************************************************
 NC0555  DESIGNATION -  A 119
 NC0555  PID         -  NC0555
 NC0555  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0555  USGS QUAD   -  PERRYSBURG (1979)
 NC0555
 NC0555                         *CURRENT SURVEY CONTROL
 NC0555  ___________________________________________________________________
 NC0555* NAD 83(1986)-  42 29 42.     (N)    079 06 45.     (W)     SCALED    
 NC0555* NAVD 88     -       302.973  (meters)     994.00   (feet)  ADJUSTED  
 NC0555  ___________________________________________________________________
 NC0555  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 NC0555  DYNAMIC HT  -         302.874 (meters)     993.68  (feet)  COMP
 NC0555  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 NC0555
 NC0555  VERT ORDER  -  FIRST     CLASS II
 NC0555
 NC0555.The horizontal coordinates were scaled from a topographic map and have
 NC0555.an estimated accuracy of +/- 6 seconds.
 NC0555
 NC0555.The orthometric height was determined by differential leveling
 NC0555.and adjusted by the National Geodetic Survey in November 1993..
 NC0555
 NC0555.The geoid height was determined by GEOID03.
 NC0555
 NC0555.The dynamic height is computed by dividing the NAVD 88
 NC0555.geopotential number by the normal gravity value computed on the
 NC0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0555.degrees latitude (g = 980.6199 gals.).
 NC0555
 NC0555.The modeled gravity was interpolated from observed gravity values.
 NC0555
 NC0555;                    North         East    Units  Estimated Accuracy
 NC0555;SPC NY W     -   277,210.      306,500.      MT  (+/- 180 meters Scaled)
 NC0555
 NC0555                          SUPERSEDED SURVEY CONTROL
 NC0555
 NC0555  NAVD 88 (06/15/91)  302.942  (m)          993.90   (f) UNKNOWN     1 2
 NC0555  NGVD 29 (??/??/92)  303.111  (m)          994.46   (f) ADJ UNCH    1 2
 NC0555
 NC0555.Superseded values are not recommended for survey control.
 NC0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0555.See file dsdata.txt to determine how the superseded data were derived.
 NC0555
 NC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH551064(NAD 83)
 NC0555_MARKER: DB = BENCH MARK DISK
 NC0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0555_STAMPING: A 119 1936
 NC0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0555+STABILITY: SURFACE MOTION
 NC0555
 NC0555  HISTORY     - Date     Condition        Report By
 NC0555  HISTORY     - 1936     MONUMENTED       CGS
 NC0555  HISTORY     - 1954     MARK NOT FOUND   USGS
 NC0555  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 NC0555
 NC0555                          STATION DESCRIPTION
 NC0555
 NC0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NC0555'3.4 MI NE FROM FORESTVILLE.
 NC0555'ALONG THE DUNKIRK TO SALAMANCA BRANCH OF THE ERIE RAILROAD, 240 YARDS
 NC0555'SOUTHEAST OF MILEPOST J C 448, 0.4 MILE SOUTHEAST OF A GRAVEL ROAD
 NC0555'CROSSING, 30 FEET NORTH OF A TELEGRAPH POLE, 24.5 FEET NORTHEAST OF
 NC0555'NORTHEAST RAIL OF TRACK, 1 FOOT BELOW LEVEL OF RAIL, ON TOP OF
 NC0555'CONCRETE POST.
 NC0555
 NC0555                          STATION RECOVERY (1954)
 NC0555
 NC0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 NC0555'MARK NOT FOUND.
 NC0555
 NC0555                          STATION RECOVERY (1996)
 NC0555
 NC0555'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0858 ***********************************************************************
 PH0858  DESIGNATION -  A 12
 PH0858  PID         -  PH0858
 PH0858  STATE/COUNTY-  NY/ST LAWRENCE
 PH0858  USGS QUAD   -  CANTON (1982)
 PH0858
 PH0858                         *CURRENT SURVEY CONTROL
 PH0858  ___________________________________________________________________
 PH0858* NAD 83(1986)-  44 33 37.     (N)    075 13 01.     (W)     SCALED    
 PH0858* NAVD 88     -       115.801  (meters)     379.92   (feet)  ADJUSTED  
 PH0858  ___________________________________________________________________
 PH0858  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 PH0858  DYNAMIC HT  -         115.792 (meters)     379.89  (feet)  COMP
 PH0858  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 PH0858
 PH0858  VERT ORDER  -  FIRST     CLASS II
 PH0858
 PH0858.The horizontal coordinates were scaled from a topographic map and have
 PH0858.an estimated accuracy of +/- 6 seconds.
 PH0858
 PH0858.The orthometric height was determined by differential leveling
 PH0858.and adjusted by the National Geodetic Survey in June 1991..
 PH0858
 PH0858.The geoid height was determined by GEOID03.
 PH0858
 PH0858.The dynamic height is computed by dividing the NAVD 88
 PH0858.geopotential number by the normal gravity value computed on the
 PH0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0858.degrees latitude (g = 980.6199 gals.).
 PH0858
 PH0858.The modeled gravity was interpolated from observed gravity values.
 PH0858
 PH0858;                    North         East    Units  Estimated Accuracy
 PH0858;SPC NY E     -   636,260.       93,050.      MT  (+/- 180 meters Scaled)
 PH0858
 PH0858                          SUPERSEDED SURVEY CONTROL
 PH0858
 PH0858  NGVD 29 (??/??/92)  115.937  (m)          380.37   (f) ADJ UNCH    1 2
 PH0858
 PH0858.Superseded values are not recommended for survey control.
 PH0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0858.See file dsdata.txt to determine how the superseded data were derived.
 PH0858
 PH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ827341(NAD 83)
 PH0858_MARKER: Q = CHISELED SQUARE
 PH0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0858_SP_SET: CULVERT
 PH0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0858
 PH0858  HISTORY     - Date     Condition        Report By
 PH0858  HISTORY     - UNK      MONUMENTED       CGS
 PH0858  HISTORY     - 1935     GOOD             NGS
 PH0858  HISTORY     - 1964     GOOD             NGS
 PH0858
 PH0858                          STATION DESCRIPTION
 PH0858
 PH0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0858'1 MI SW FROM THORN.
 PH0858'ABOUT 1 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THORN,
 PH0858'ST. LAWRENCE COUNTY, 12 POLES SOUTHWEST OF ROAD CROSSING 638, 6 POLES
 PH0858'SOUTHWEST OF MILEPOST S 128, 2 POLES NORTHEAST OF A FARM-ROAD
 PH0858'CROSSING, 6-1/2 RAILS SOUTHWEST OF A WHISTLE POST, 6-1/2 FEET
 PH0858'NORTHWEST OF THE NORTHWEST RAIL, AT A 30-INCH PIPE CULVERT, ON THE TOP
 PH0858'OF THE NORTHWEST HEADWALL, AND 7 INCHES FROM THE WEST CORNER OF THE
 PH0858'COPING.  A CHISELED SQUARE.
 PH0858
 PH0858                          STATION RECOVERY (1964)
 PH0858
 PH0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PH0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0183 ***********************************************************************
 NC0183  DESIGNATION -  A 120
 NC0183  PID         -  NC0183
 NC0183  STATE/COUNTY-  NY/CATTARAUGUS
 NC0183  USGS QUAD   -  SALAMANCA (1961)
 NC0183
 NC0183                         *CURRENT SURVEY CONTROL
 NC0183  ___________________________________________________________________
 NC0183* NAD 83(1986)-  42 09 55.     (N)    078 44 30.     (W)     SCALED    
 NC0183* NAVD 88     -       418.058  (meters)    1371.58   (feet)  ADJUSTED  
 NC0183  ___________________________________________________________________
 NC0183  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 NC0183  DYNAMIC HT  -         417.899 (meters)    1371.06  (feet)  COMP
 NC0183  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 NC0183
 NC0183  VERT ORDER  -  FIRST     CLASS II
 NC0183
 NC0183.The horizontal coordinates were scaled from a topographic map and have
 NC0183.an estimated accuracy of +/- 6 seconds.
 NC0183
 NC0183.The orthometric height was determined by differential leveling
 NC0183.and adjusted by the National Geodetic Survey in June 1991..
 NC0183
 NC0183.The geoid height was determined by GEOID03.
 NC0183
 NC0183.The dynamic height is computed by dividing the NAVD 88
 NC0183.geopotential number by the normal gravity value computed on the
 NC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0183.degrees latitude (g = 980.6199 gals.).
 NC0183
 NC0183.The modeled gravity was interpolated from observed gravity values.
 NC0183
 NC0183;                    North         East    Units  Estimated Accuracy
 NC0183;SPC NY W     -   240,460.      336,920.      MT  (+/- 180 meters Scaled)
 NC0183
 NC0183                          SUPERSEDED SURVEY CONTROL
 NC0183
 NC0183  NGVD 29 (??/??/92)  418.219  (m)         1372.11   (f) ADJ UNCH    1 2
 NC0183
 NC0183.Superseded values are not recommended for survey control.
 NC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0183.See file dsdata.txt to determine how the superseded data were derived.
 NC0183
 NC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG865705(NAD 83)
 NC0183_MARKER: DB = BENCH MARK DISK
 NC0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0183_SP_SET: BRIDGE ABUTMENT
 NC0183_STAMPING: A 120 1936
 NC0183_MARK LOGO: CGS   
 NC0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0183
 NC0183  HISTORY     - Date     Condition        Report By
 NC0183  HISTORY     - 1936     MONUMENTED       CGS
 NC0183  HISTORY     - 1983     GOOD             NGS
 NC0183  HISTORY     - 19980401 GOOD             FA
 NC0183  HISTORY     - 20000217 GOOD             NGS
 NC0183
 NC0183                          STATION DESCRIPTION
 NC0183
 NC0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NC0183'1.4 MI N FROM SALAMANCA.
 NC0183'1.4 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT SALAMANCA,
 NC0183'CATTARAUGUS COUNTY, AT THE JUNCTION OF THE MAIN-LINE TRACK, 271 YARDS
 NC0183'NORTH OF THE INTERLOCKING SIGNAL CONTROL TOWER W C JUNCTION, 66 YARDS
 NC0183'SOUTH OF A HIGHWAY CROSSING, IN THE TOP OF THE SOUTH ABUTMENT OF
 NC0183'BRIDGE 414.04, 1.1 FEET WEST OF THE EAST END, AND 6.5 FEET EAST OF THE
 NC0183'EAST RAIL.  A STANDARD DISK, STAMPED A 120 1936.
 NC0183
 NC0183                          STATION RECOVERY (1983)
 NC0183
 NC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0183'RECOVERED IN GOOD CONDITION.
 NC0183
 NC0183                          STATION RECOVERY (1998)
 NC0183
 NC0183'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (MPA)
 NC0183'FY1 - BRIDGE 414.04 IS OVER LITTLE VALLEY CREEK.  HIGHWAY IS WEST
 NC0183'STATE ST.  RAILS TO SOUTH AND NORTH HAVE BEEN REMOVED.
 NC0183
 NC0183                          STATION RECOVERY (2000)
 NC0183
 NC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (PGS)
 NC0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0346 ***********************************************************************
 OF0346  DESIGNATION -  A 122
 OF0346  PID         -  OF0346
 OF0346  STATE/COUNTY-  NY/OSWEGO
 OF0346  USGS QUAD   -  MALLORY (1978)
 OF0346
 OF0346                         *CURRENT SURVEY CONTROL
 OF0346  ___________________________________________________________________
 OF0346* NAD 83(1986)-  43 16 02.     (N)    076 02 47.     (W)     SCALED    
 OF0346* NAVD 88     -       121.627  (meters)     399.04   (feet)  ADJUSTED  
 OF0346  ___________________________________________________________________
 OF0346  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 OF0346  DYNAMIC HT  -         121.599 (meters)     398.95  (feet)  COMP
 OF0346  MODELED GRAV-     980,391.2   (mgal)                       NAVD 88
 OF0346
 OF0346  VERT ORDER  -  FIRST     CLASS II
 OF0346
 OF0346.The horizontal coordinates were scaled from a topographic map and have
 OF0346.an estimated accuracy of +/- 6 seconds.
 OF0346
 OF0346.The orthometric height was determined by differential leveling
 OF0346.and adjusted by the National Geodetic Survey in June 1991..
 OF0346
 OF0346.The geoid height was determined by GEOID03.
 OF0346
 OF0346.The dynamic height is computed by dividing the NAVD 88
 OF0346.geopotential number by the normal gravity value computed on the
 OF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0346.degrees latitude (g = 980.6199 gals.).
 OF0346
 OF0346.The modeled gravity was interpolated from observed gravity values.
 OF0346
 OF0346;                    North         East    Units  Estimated Accuracy
 OF0346;SPC NY C     -   363,000.      293,590.      MT  (+/- 180 meters Scaled)
 OF0346
 OF0346                          SUPERSEDED SURVEY CONTROL
 OF0346
 OF0346  NGVD 29 (??/??/92)  121.818  (m)          399.66   (f) ADJ UNCH    1 2
 OF0346
 OF0346.Superseded values are not recommended for survey control.
 OF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0346.See file dsdata.txt to determine how the superseded data were derived.
 OF0346
 OF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN150910(NAD 83)
 OF0346_MARKER: DB = BENCH MARK DISK
 OF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0346_STAMPING: A 122 1941
 OF0346_MARK LOGO: CGS   
 OF0346_PROJECTION: PROJECTING 10 CENTIMETERS
 OF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0346+STABILITY: SURFACE MOTION
 OF0346
 OF0346  HISTORY     - Date     Condition        Report By
 OF0346  HISTORY     - 1941     MONUMENTED       CGS
 OF0346  HISTORY     - 1982     GOOD             NGS
 OF0346
 OF0346                          STATION DESCRIPTION
 OF0346
 OF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF0346'2.0 MI E FROM WEST MONROE.
 OF0346'2.0 MILES EAST ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD
 OF0346'FROM THE STATION, NOW ABANDONED, AT WEST MONROE, OSWEGO COUNTY, 36
 OF0346'FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 33.7 FEET SOUTH OF
 OF0346'THE SOUTH RAIL, AND 3 FEET NORTH OF A FENCE. A STANDARD DISK, STAMPED
 OF0346'A 122 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OF0346
 OF0346                          STATION RECOVERY (1982)
 OF0346
 OF0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0346'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  0.8 KM
 OF0346'(0.5 MI) EAST ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF DEPOT ROAD
 OF0346'AND THE POST OFFICE IN WEST MONROE, THENCE 1.8 KM (1.1 MI) SOUTH ALONG
 OF0346'LOWER ROAD TO THE MARK ON THE RIGHT, 9.60 KM (30.5 FT) SOUTHWEST OF
 OF0346'THE CENTER OF THE ROAD, 5.03 METERS (16.5 FT) NORTHEAST OF UTILITY
 OF0346'POLE NUMBER A7854.
 OF0346'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 OF0346'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0949 ***********************************************************************
 OE0949  DESIGNATION -  A 123
 OE0949  PID         -  OE0949
 OE0949  STATE/COUNTY-  NY/ONEIDA
 OE0949  USGS QUAD   -  VERONA (1955)
 OE0949
 OE0949                         *CURRENT SURVEY CONTROL
 OE0949  ___________________________________________________________________
 OE0949* NAD 83(1986)-  43 11 39.     (N)    075 37 15.     (W)     SCALED    
 OE0949* NAVD 88     -       132.346  (meters)     434.21   (feet)  ADJUSTED  
 OE0949  ___________________________________________________________________
 OE0949  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 OE0949  DYNAMIC HT  -         132.315 (meters)     434.10  (feet)  COMP
 OE0949  MODELED GRAV-     980,382.2   (mgal)                       NAVD 88
 OE0949
 OE0949  VERT ORDER  -  FIRST     CLASS II
 OE0949
 OE0949.The horizontal coordinates were scaled from a topographic map and have
 OE0949.an estimated accuracy of +/- 6 seconds.
 OE0949
 OE0949.The orthometric height was determined by differential leveling
 OE0949.and adjusted by the National Geodetic Survey in June 1991..
 OE0949
 OE0949.The geoid height was determined by GEOID03.
 OE0949
 OE0949.The dynamic height is computed by dividing the NAVD 88
 OE0949.geopotential number by the normal gravity value computed on the
 OE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0949.degrees latitude (g = 980.6199 gals.).
 OE0949
 OE0949.The modeled gravity was interpolated from observed gravity values.
 OE0949
 OE0949;                    North         East    Units  Estimated Accuracy
 OE0949;SPC NY C     -   355,190.      328,230.      MT  (+/- 180 meters Scaled)
 OE0949
 OE0949                          SUPERSEDED SURVEY CONTROL
 OE0949
 OE0949  NGVD 29 (??/??/92)  132.519  (m)          434.77   (f) ADJ UNCH    1 2
 OE0949
 OE0949.Superseded values are not recommended for survey control.
 OE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0949.See file dsdata.txt to determine how the superseded data were derived.
 OE0949
 OE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN495825(NAD 83)
 OE0949_MARKER: DB = BENCH MARK DISK
 OE0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0949_SP_SET: BRIDGE
 OE0949_STAMPING: A 123 1941
 OE0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0949
 OE0949  HISTORY     - Date     Condition        Report By
 OE0949  HISTORY     - 1941     MONUMENTED       CGS
 OE0949  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE0949  HISTORY     - 19980915 MARK NOT FOUND   USPSQD
 OE0949
 OE0949                          STATION DESCRIPTION
 OE0949
 OE0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OE0949'IN STACY BASIN.
 OE0949'AT STACY BASIN, ONEIDA COUNTY, ABOUT 155 FEET EAST OF THE JUNCTION OF
 OE0949'A TAR-PAVED ROAD WITH STATE HIGHWAY 46, IN THE SOUTHEAST WALL OF A
 OE0949'CONCRETE BRIDGE OVER THE OLD ERIE CANAL, AND ABOUT 4 FEET HIGHER THAN
 OE0949'THE FLOOR OF THE BRIDGE.  A STANDARD DISK, STAMPED A 123 1941.
 OE0949
 OE0949                          STATION RECOVERY (1982)
 OE0949
 OE0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0949'NOT RECOVERED, ABUTMENT IS ALL BROKEN UP, MARK IS ASSUMED
 OE0949'DESTROYED.
 OE0949
 OE0949                          STATION RECOVERY (1998)
 OE0949
 OE0949'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0973 ***********************************************************************
 NA0973  DESIGNATION -  A 124
 NA0973  PID         -  NA0973
 NA0973  STATE/COUNTY-  NY/ONEIDA
 NA0973  USGS QUAD   -  WEST WINFIELD (1981)
 NA0973
 NA0973                         *CURRENT SURVEY CONTROL
 NA0973  ___________________________________________________________________
 NA0973* NAD 83(1986)-  42 57 16.     (N)    075 14 24.     (W)     SCALED    
 NA0973* NAVD 88     -       344.858  (meters)    1131.42   (feet)  ADJUSTED  
 NA0973  ___________________________________________________________________
 NA0973  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NA0973  DYNAMIC HT  -         344.750 (meters)    1131.07  (feet)  COMP
 NA0973  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 NA0973
 NA0973  VERT ORDER  -  FIRST     CLASS II
 NA0973
 NA0973.The horizontal coordinates were scaled from a topographic map and have
 NA0973.an estimated accuracy of +/- 6 seconds.
 NA0973
 NA0973.The orthometric height was determined by differential leveling
 NA0973.and adjusted by the National Geodetic Survey in June 1991..
 NA0973
 NA0973.The geoid height was determined by GEOID03.
 NA0973
 NA0973.The dynamic height is computed by dividing the NAVD 88
 NA0973.geopotential number by the normal gravity value computed on the
 NA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0973.degrees latitude (g = 980.6199 gals.).
 NA0973
 NA0973.The modeled gravity was interpolated from observed gravity values.
 NA0973
 NA0973;                    North         East    Units  Estimated Accuracy
 NA0973;SPC NY C     -   328,990.      359,610.      MT  (+/- 180 meters Scaled)
 NA0973
 NA0973                          SUPERSEDED SURVEY CONTROL
 NA0973
 NA0973  NGVD 29 (??/??/92)  344.975  (m)         1131.81   (f) ADJ UNCH    1 2
 NA0973
 NA0973.Superseded values are not recommended for survey control.
 NA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0973.See file dsdata.txt to determine how the superseded data were derived.
 NA0973
 NA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN804557(NAD 83)
 NA0973_MARKER: DB = BENCH MARK DISK
 NA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0973_STAMPING: A 124 1941
 NA0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0973+STABILITY: SURFACE MOTION
 NA0973
 NA0973  HISTORY     - Date     Condition        Report By
 NA0973  HISTORY     - 1941     MONUMENTED       CGS
 NA0973  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0973  HISTORY     - 19900801 MARK NOT FOUND   USGS
 NA0973  HISTORY     - 19980915 MARK NOT FOUND   USPSQD
 NA0973
 NA0973                          STATION DESCRIPTION
 NA0973
 NA0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA0973'0.6 MI N FROM RICHFIELD JUNCTION.
 NA0973'THIS MARK IS ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD, 0.6
 NA0973'MILE NORTH OF RICHFIELD JUNCTION, ONEIDA COUNTY, 0.1 MILE SOUTH OF
 NA0973'MILEPOST NUMBER 274, 112 FEET SOUTHEAST OF A FARM ROAD CROSSING, 25.5
 NA0973'FEET EAST OF OF THE EAST RAIL, 15.5 FEET WEST OF THE CENTER LINE OF
 NA0973'THE FARM ROAD, 5.3 FEET WEST OF TELEGRAPH POLE NUMBER UGE-4, SET IN A
 NA0973'POST ABOUT 2.6 FEET HIGHER THAN THE TRACK.
 NA0973
 NA0973                          STATION RECOVERY (1982)
 NA0973
 NA0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0973'NOT RECOVERED, MARK IS ASSUMED DESTROYED BY WIDENING OF THE ROAD.
 NA0973
 NA0973                          STATION RECOVERY (1990)
 NA0973
 NA0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RRB)
 NA0973'MARK NOT FOUND.
 NA0973
 NA0973                          STATION RECOVERY (1998)
 NA0973
 NA0973'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1002 ***********************************************************************
 NA1002  DESIGNATION -  A 125
 NA1002  PID         -  NA1002
 NA1002  STATE/COUNTY-  NY/CHENANGO
 NA1002  USGS QUAD   -  NEW BERLIN SOUTH (1994)
 NA1002
 NA1002                         *CURRENT SURVEY CONTROL
 NA1002  ___________________________________________________________________
 NA1002* NAD 83(1986)-  42 35 07.     (N)    075 20 08.     (W)     SCALED    
 NA1002* NAVD 88     -       330.940  (meters)    1085.76   (feet)  ADJUSTED  
 NA1002  ___________________________________________________________________
 NA1002  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NA1002  DYNAMIC HT  -         330.830 (meters)    1085.40  (feet)  COMP
 NA1002  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 NA1002
 NA1002  VERT ORDER  -  FIRST     CLASS II
 NA1002
 NA1002.The horizontal coordinates were scaled from a topographic map and have
 NA1002.an estimated accuracy of +/- 6 seconds.
 NA1002
 NA1002.The orthometric height was determined by differential leveling
 NA1002.and adjusted by the National Geodetic Survey in June 1991..
 NA1002
 NA1002.The geoid height was determined by GEOID03.
 NA1002
 NA1002.The dynamic height is computed by dividing the NAVD 88
 NA1002.geopotential number by the normal gravity value computed on the
 NA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1002.degrees latitude (g = 980.6199 gals.).
 NA1002
 NA1002.The modeled gravity was interpolated from observed gravity values.
 NA1002
 NA1002;                    North         East    Units  Estimated Accuracy
 NA1002;SPC NY C     -   287,860.      352,420.      MT  (+/- 180 meters Scaled)
 NA1002
 NA1002                          SUPERSEDED SURVEY CONTROL
 NA1002
 NA1002  NGVD 29 (??/??/92)  331.050  (m)         1086.12   (f) ADJ UNCH    1 2
 NA1002
 NA1002.Superseded values are not recommended for survey control.
 NA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1002.See file dsdata.txt to determine how the superseded data were derived.
 NA1002
 NA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN724148(NAD 83)
 NA1002_MARKER: DB = BENCH MARK DISK
 NA1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1002_STAMPING: A 125 1941
 NA1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1002+STABILITY: SURFACE MOTION
 NA1002
 NA1002  HISTORY     - Date     Condition        Report By
 NA1002  HISTORY     - 1941     MONUMENTED       CGS
 NA1002  HISTORY     - 1976     GOOD             NGS
 NA1002  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1002
 NA1002                          STATION DESCRIPTION
 NA1002
 NA1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1002'3.0 MI S FROM NEW BERLIN.
 NA1002'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 3.0
 NA1002'MILES SOUTH OF THE STATION AT NEW BERLIN, 94.6 FEET SOUTHWEST OF
 NA1002'STATE HIGHWAY NUMBER 8 CROSSING, 26.6 FEET WEST OF THE CENTER LINE OF
 NA1002'THE HIGHWAY, 13.8 FEET SOUTH OF THE SOUTH RAIL, 6.2 FEET NORTHWEST OF
 NA1002'TELEPHONE POLE NUMBER C AND U-520, AND IS SET IN THE TOP OF A
 NA1002'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 NA1002'GROUND.
 NA1002
 NA1002                          STATION RECOVERY (1976)
 NA1002
 NA1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1002'RECOVERED IN GOOD CONDITION.
 NA1002
 NA1002                          STATION RECOVERY (1982)
 NA1002
 NA1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1002'NOT RECOVERED, AREA COMPLETELY CHANGED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1242 ***********************************************************************
 NA1242  DESIGNATION -  A 126
 NA1242  PID         -  NA1242
 NA1242  STATE/COUNTY-  NY/DELAWARE
 NA1242  USGS QUAD   -  UNADILLA (1982)
 NA1242
 NA1242                         *CURRENT SURVEY CONTROL
 NA1242  ___________________________________________________________________
 NA1242* NAD 83(1986)-  42 18 49.     (N)    075 21 34.     (W)     SCALED    
 NA1242* NAVD 88     -       333.925  (meters)    1095.55   (feet)  ADJUSTED  
 NA1242  ___________________________________________________________________
 NA1242  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NA1242  DYNAMIC HT  -         333.806 (meters)    1095.16  (feet)  COMP
 NA1242  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 NA1242
 NA1242  VERT ORDER  -  FIRST     CLASS II
 NA1242
 NA1242.The horizontal coordinates were scaled from a topographic map and have
 NA1242.an estimated accuracy of +/- 6 seconds.
 NA1242
 NA1242.The orthometric height was determined by differential leveling
 NA1242.and adjusted by the National Geodetic Survey in June 1991..
 NA1242
 NA1242.The geoid height was determined by GEOID03.
 NA1242
 NA1242.The dynamic height is computed by dividing the NAVD 88
 NA1242.geopotential number by the normal gravity value computed on the
 NA1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1242.degrees latitude (g = 980.6199 gals.).
 NA1242
 NA1242.The modeled gravity was interpolated from observed gravity values.
 NA1242
 NA1242;                    North         East    Units  Estimated Accuracy
 NA1242;SPC NY E     -   386,790.       79,150.      MT  (+/- 180 meters Scaled)
 NA1242
 NA1242                          SUPERSEDED SURVEY CONTROL
 NA1242
 NA1242  NGVD 29 (??/??/92)  334.048  (m)         1095.96   (f) ADJ UNCH    1 2
 NA1242
 NA1242.Superseded values are not recommended for survey control.
 NA1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1242.See file dsdata.txt to determine how the superseded data were derived.
 NA1242
 NA1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM703846(NAD 83)
 NA1242_MARKER: DB = BENCH MARK DISK
 NA1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1242_STAMPING: A 126 1941
 NA1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1242+STABILITY: SURFACE MOTION
 NA1242
 NA1242  HISTORY     - Date     Condition        Report By
 NA1242  HISTORY     - 1941     MONUMENTED       CGS
 NA1242
 NA1242                          STATION DESCRIPTION
 NA1242
 NA1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1242'1.7 MI SE FROM SIDNEY.
 NA1242'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 1.7
 NA1242'MILES SOUTHEAST OF THE STATION AT SIDNEY, DELAWARE, 0.1 MILE
 NA1242'SOUTHEAST OF MILEPOST 199, 100 FEET EAST OF WYE JUNCTION OR A COUNTRY
 NA1242'ROAD WITH A TAR PAVED ROAD, 20.8 FEET NORTHEAST OF THE COUNTRY ROAD
 NA1242'CROSSING, 7 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN A POST
 NA1242'PROJECTING ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT
 NA1242'8 INCHES HIGHER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1268 ***********************************************************************
 NA1268  DESIGNATION -  A 127
 NA1268  PID         -  NA1268
 NA1268  STATE/COUNTY-  NY/DELAWARE
 NA1268  USGS QUAD   -  READBURN (1965)
 NA1268
 NA1268                         *CURRENT SURVEY CONTROL
 NA1268  ___________________________________________________________________
 NA1268* NAD 83(1986)-  42 07 05.     (N)    075 09 59.     (W)     SCALED    
 NA1268* NAVD 88     -       353.530  (meters)    1159.87   (feet)  ADJUSTED  
 NA1268  ___________________________________________________________________
 NA1268  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NA1268  DYNAMIC HT  -         353.404 (meters)    1159.46  (feet)  COMP
 NA1268  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NA1268
 NA1268  VERT ORDER  -  FIRST     CLASS II
 NA1268
 NA1268.The horizontal coordinates were scaled from a topographic map and have
 NA1268.an estimated accuracy of +/- 6 seconds.
 NA1268
 NA1268.The orthometric height was determined by differential leveling
 NA1268.and adjusted by the National Geodetic Survey in June 1991..
 NA1268
 NA1268.The geoid height was determined by GEOID03.
 NA1268
 NA1268.The dynamic height is computed by dividing the NAVD 88
 NA1268.geopotential number by the normal gravity value computed on the
 NA1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1268.degrees latitude (g = 980.6199 gals.).
 NA1268
 NA1268.The modeled gravity was interpolated from observed gravity values.
 NA1268
 NA1268;                    North         East    Units  Estimated Accuracy
 NA1268;SPC NY E     -   364,930.       94,900.      MT  (+/- 180 meters Scaled)
 NA1268
 NA1268                          SUPERSEDED SURVEY CONTROL
 NA1268
 NA1268  NGVD 29 (??/??/92)  353.662  (m)         1160.31   (f) ADJ UNCH    1 2
 NA1268
 NA1268.Superseded values are not recommended for survey control.
 NA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1268.See file dsdata.txt to determine how the superseded data were derived.
 NA1268
 NA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM862628(NAD 83)
 NA1268_MARKER: DB = BENCH MARK DISK
 NA1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1268_STAMPING: A 127 1941
 NA1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1268+STABILITY: SURFACE MOTION
 NA1268
 NA1268  HISTORY     - Date     Condition        Report By
 NA1268  HISTORY     - 1941     MONUMENTED       CGS
 NA1268
 NA1268                          STATION DESCRIPTION
 NA1268
 NA1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1268'2.5 MI N FROM ROCK RIFT.
 NA1268'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 2.5
 NA1268'MILES NORTH OF THE STATION AT ROCK RIFT, DELAWARE COUNTY, 200 FEET
 NA1268'NORTH OF MILEPOST NUMBER 174, 40.6 FEET SOUTH OF A FARM ROAD
 NA1268'CROSSING, 37 FEET EAST OF THE EAST RAIL OF THE TRACK, 8.8 FEET SOUTH
 NA1268'OF THE CENTER LINE OF THE FARM ROAD, JUST EAST OF A FENCE ROW, 4 FEET
 NA1268'LOWER THAN THE TRACK AND IS SET IN THE TOP OF A CONCRETE POST
 NA1268'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1332 ***********************************************************************
 NA1332  DESIGNATION -  A 128
 NA1332  PID         -  NA1332
 NA1332  STATE/COUNTY-  NY/DELAWARE
 NA1332  USGS QUAD   -  DEPOSIT (1965)
 NA1332
 NA1332                         *CURRENT SURVEY CONTROL
 NA1332  ___________________________________________________________________
 NA1332* NAD 83(1986)-  42 03 32.     (N)    075 25 18.     (W)     SCALED    
 NA1332* NAVD 88     -       303.747  (meters)     996.54   (feet)  ADJUSTED  
 NA1332  ___________________________________________________________________
 NA1332  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NA1332  DYNAMIC HT  -         303.638 (meters)     996.19  (feet)  COMP
 NA1332  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 NA1332
 NA1332  VERT ORDER  -  FIRST     CLASS II
 NA1332
 NA1332.The horizontal coordinates were scaled from a topographic map and have
 NA1332.an estimated accuracy of +/- 6 seconds.
 NA1332
 NA1332.The orthometric height was determined by differential leveling
 NA1332.and adjusted by the National Geodetic Survey in June 1991..
 NA1332
 NA1332.The geoid height was determined by GEOID03.
 NA1332
 NA1332.The dynamic height is computed by dividing the NAVD 88
 NA1332.geopotential number by the normal gravity value computed on the
 NA1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1332.degrees latitude (g = 980.6199 gals.).
 NA1332
 NA1332.The modeled gravity was interpolated from observed gravity values.
 NA1332
 NA1332;                    North         East    Units  Estimated Accuracy
 NA1332;SPC NY E     -   358,550.       73,720.      MT  (+/- 180 meters Scaled)
 NA1332
 NA1332                          SUPERSEDED SURVEY CONTROL
 NA1332
 NA1332.No superseded survey control is available for this station.
 NA1332
 NA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM651564(NAD 83)
 NA1332_MARKER: DB = BENCH MARK DISK
 NA1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1332_SP_SET: BRIDGE
 NA1332_STAMPING: A 128 1941
 NA1332_MARK LOGO: CGS   
 NA1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1332
 NA1332  HISTORY     - Date     Condition        Report By
 NA1332  HISTORY     - 1941     MONUMENTED       CGS
 NA1332  HISTORY     - 1982     GOOD             NGS
 NA1332
 NA1332                          STATION DESCRIPTION
 NA1332
 NA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1332'0.4 MI S FROM DEPOSIT.
 NA1332'THIS MARK IS ALONG THE ERIE RAILROAD, 0.4 MILE SOUTH OF THE STATION
 NA1332'AT DEPOSIT, BROOME COUNTY, SET IN THE WEST END OF THE NORTH BRIDGE
 NA1332'SEAT OF THE RAILROAD BRIDGE OVER THE DELAWARE RIVER, AND IS A
 NA1332'STANDARD DISK ABOUT 4 FEET LOWER THAN THE TRACK.
 NA1332
 NA1332                          STATION RECOVERY (1982)
 NA1332
 NA1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1332'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3 MI)
 NA1332'SOUTHWEST ALONG THE WEST BANK OF THE WEST BRANCH OF THE DELAWARE RIVER
 NA1332'FROM THE STATE HIGHWAYS 8 AND 10 BRIDGE IN DEPOSIT, TO THE CONRAIL
 NA1332'RAILROAD BRIDGE OVER THE WEST BRANCH OF THE RIVER AND THE MARK IN THE
 NA1332'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE.
 NA1332'THE MARK IS 1.3 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1021 ***********************************************************************
 OF1021  DESIGNATION -  A 129
 OF1021  PID         -  OF1021
 OF1021  STATE/COUNTY-  NY/MONROE
 OF1021  USGS QUAD   -  PITTSFORD (1978)
 OF1021
 OF1021                         *CURRENT SURVEY CONTROL
 OF1021  ___________________________________________________________________
 OF1021* NAD 83(1986)-  43 15 22.     (N)    077 36 56.     (W)     SCALED    
 OF1021* NAVD 88     -        83.301  (meters)     273.30   (feet)  ADJUSTED  
 OF1021  ___________________________________________________________________
 OF1021  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OF1021  DYNAMIC HT  -          83.281 (meters)     273.23  (feet)  COMP
 OF1021  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 OF1021
 OF1021  VERT ORDER  -  FIRST     CLASS II
 OF1021
 OF1021.The horizontal coordinates were scaled from a topographic map and have
 OF1021.an estimated accuracy of +/- 6 seconds.
 OF1021
 OF1021.The orthometric height was determined by differential leveling
 OF1021.and adjusted by the National Geodetic Survey in September 1994..
 OF1021
 OF1021.The geoid height was determined by GEOID03.
 OF1021
 OF1021.The dynamic height is computed by dividing the NAVD 88
 OF1021.geopotential number by the normal gravity value computed on the
 OF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1021.degrees latitude (g = 980.6199 gals.).
 OF1021
 OF1021.The modeled gravity was interpolated from observed gravity values.
 OF1021
 OF1021;                    North         East    Units  Estimated Accuracy
 OF1021;SPC NY W     -   362,080.      428,580.      MT  (+/- 180 meters Scaled)
 OF1021
 OF1021                          SUPERSEDED SURVEY CONTROL
 OF1021
 OF1021  NAVD 88 (06/15/91)   83.316  (m)          273.35   (f) UNKNOWN     1 2
 OF1021  NGVD 29 (??/??/92)   83.500  (m)          273.95   (f) ADJ UNCH    1 2
 OF1021
 OF1021.Superseded values are not recommended for survey control.
 OF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1021.See file dsdata.txt to determine how the superseded data were derived.
 OF1021
 OF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN876925(NAD 83)
 OF1021_MARKER: DB = BENCH MARK DISK
 OF1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1021_STAMPING: A 129 1941
 OF1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1021+STABILITY: SURFACE MOTION
 OF1021
 OF1021  HISTORY     - Date     Condition        Report By
 OF1021  HISTORY     - 1941     MONUMENTED       CGS
 OF1021  HISTORY     - 1971     MARK NOT FOUND   USGS
 OF1021
 OF1021                          STATION DESCRIPTION
 OF1021
 OF1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF1021'AT CHARLOTTE.
 OF1021'AT CHARLOTTE, 0.4 MILE NORTHWEST ALONG THE NEW YORK CENTRAL
 OF1021'RAILROAD FROM THE DRAW BRIDGE OVER THE GENESEE RIVER, 14 FEET
 OF1021'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, ABOUT 0.2
 OF1021'MILE SOUTHEAST OF THE JUNCTION OF THE N. Y. C. AND THE B. AND O.
 OF1021'R.R., 2.5 FEET SOUTH OF THE FIRST TELEGRAPH POLE SOUTHEAST OF A
 OF1021'PRIVATE ROAD CROSSING, ABOUT 125 FEET SOUTH OF A SMALL FRAME HOUSE,
 OF1021'9.5 FEET SOUTH OF THE CENTER-LINE OF AN OLD ROAD, 1 FOOT SOUTHWEST OF
 OF1021'A WHITE MARKER POST STENCILED U.S.B.M. A STANDARD DISK STAMPED A-129
 OF1021'1941 AND SET IN THE TOP OF A PRE-CAST CONCRETE POST. FLUSH WITH
 OF1021'THE GROUND.
 OF1021
 OF1021                          STATION RECOVERY (1971)
 OF1021
 OF1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1064 ***********************************************************************
 PH1064  DESIGNATION -  A 13
 PH1064  PID         -  PH1064
 PH1064  STATE/COUNTY-  NY/ST LAWRENCE
 PH1064  USGS QUAD   -  GOUVERNEUR (1982)
 PH1064
 PH1064                         *CURRENT SURVEY CONTROL
 PH1064  ___________________________________________________________________
 PH1064* NAD 83(1986)-  44 22 01.     (N)    075 24 45.     (W)     SCALED    
 PH1064* NAVD 88     -       141.515  (meters)     464.29   (feet)  ADJUSTED  
 PH1064  ___________________________________________________________________
 PH1064  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 PH1064  DYNAMIC HT  -         141.501 (meters)     464.24  (feet)  COMP
 PH1064  MODELED GRAV-     980,512.7   (mgal)                       NAVD 88
 PH1064
 PH1064  VERT ORDER  -  FIRST     CLASS II
 PH1064
 PH1064.The horizontal coordinates were scaled from a topographic map and have
 PH1064.an estimated accuracy of +/- 6 seconds.
 PH1064
 PH1064.The orthometric height was determined by differential leveling
 PH1064.and adjusted by the National Geodetic Survey in June 1991..
 PH1064
 PH1064.The geoid height was determined by GEOID03.
 PH1064
 PH1064.The dynamic height is computed by dividing the NAVD 88
 PH1064.geopotential number by the normal gravity value computed on the
 PH1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1064.degrees latitude (g = 980.6199 gals.).
 PH1064
 PH1064.The modeled gravity was interpolated from observed gravity values.
 PH1064
 PH1064;                    North         East    Units  Estimated Accuracy
 PH1064;SPC NY E     -   614,940.       77,270.      MT  (+/- 180 meters Scaled)
 PH1064
 PH1064                          SUPERSEDED SURVEY CONTROL
 PH1064
 PH1064  NGVD 29 (??/??/92)  141.656  (m)          464.75   (f) ADJ UNCH    1 2
 PH1064
 PH1064.Superseded values are not recommended for survey control.
 PH1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1064.See file dsdata.txt to determine how the superseded data were derived.
 PH1064
 PH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ671127(NAD 83)
 PH1064_MARKER: Q = CHISELED SQUARE
 PH1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1064_SP_SET: CULVERT
 PH1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1064
 PH1064  HISTORY     - Date     Condition        Report By
 PH1064  HISTORY     - UNK      MONUMENTED       CGS
 PH1064  HISTORY     - 1961     GOOD             NGS
 PH1064
 PH1064                          STATION DESCRIPTION
 PH1064
 PH1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PH1064'2.9 MI NE FROM GOUVERNEUR.
 PH1064'2.9 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH1064'GOUVERNEUR, ST. LAWRENCE COUNTY, ABOUT 1/2 MILE NORTHEAST OF ROAD
 PH1064'CROSSING 585, 2 POLES NORTHEAST OF MILEPOST S 111, 5 FEET NORTHWEST OF
 PH1064'THE NORTHWEST RAIL, AT A CULVERT, AND ON THE CENTER OF THE COPING OF
 PH1064'THE NORTHWEST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1260 ***********************************************************************
 NB1260  DESIGNATION -  A 130
 NB1260  PID         -  NB1260
 NB1260  STATE/COUNTY-  NY/MONROE
 NB1260  USGS QUAD   -  RUSH (1976)
 NB1260
 NB1260                         *CURRENT SURVEY CONTROL
 NB1260  ___________________________________________________________________
 NB1260* NAD 83(1986)-  42 59 07.     (N)    077 43 15.     (W)     SCALED    
 NB1260* NAVD 88     -       171.496  (meters)     562.65   (feet)  ADJUSTED  
 NB1260  ___________________________________________________________________
 NB1260  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NB1260  DYNAMIC HT  -         171.450 (meters)     562.50  (feet)  COMP
 NB1260  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 NB1260
 NB1260  VERT ORDER  -  FIRST     CLASS II
 NB1260
 NB1260.The horizontal coordinates were scaled from a topographic map and have
 NB1260.an estimated accuracy of +/- 6 seconds.
 NB1260
 NB1260.The orthometric height was determined by differential leveling
 NB1260.and adjusted by the National Geodetic Survey in June 1991..
 NB1260
 NB1260.The geoid height was determined by GEOID03.
 NB1260
 NB1260.The dynamic height is computed by dividing the NAVD 88
 NB1260.geopotential number by the normal gravity value computed on the
 NB1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1260.degrees latitude (g = 980.6199 gals.).
 NB1260
 NB1260.The modeled gravity was interpolated from observed gravity values.
 NB1260
 NB1260;                    North         East    Units  Estimated Accuracy
 NB1260;SPC NY W     -   331,900.      420,340.      MT  (+/- 180 meters Scaled)
 NB1260
 NB1260                          SUPERSEDED SURVEY CONTROL
 NB1260
 NB1260  NGVD 29 (??/??/92)  171.667  (m)          563.21   (f) ADJ UNCH    1 2
 NB1260
 NB1260.Superseded values are not recommended for survey control.
 NB1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1260.See file dsdata.txt to determine how the superseded data were derived.
 NB1260
 NB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN781627(NAD 83)
 NB1260_MARKER: DB = BENCH MARK DISK
 NB1260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1260_SP_SET: BRIDGE
 NB1260_STAMPING: A-130 1941
 NB1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1260
 NB1260  HISTORY     - Date     Condition        Report By
 NB1260  HISTORY     - 1941     MONUMENTED       CGS
 NB1260  HISTORY     - 19910714 GOOD             USPSQD
 NB1260
 NB1260                          STATION DESCRIPTION
 NB1260
 NB1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1260'3.1 MI SE FROM SCOTTSVILLE.
 NB1260'2.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NB1260'AT SCOTTSVILLE, THENCE, 0.6 MILE EAST ALONG THE LEHIGH VALLEY
 NB1260'RAILROAD, SET IN THE SOUTH CORNER OF THE WEST BRIDGE SEAT OF BRIDGE
 NB1260'NO. 385 A OVER THE ERIE RAILROAD, 9.5 FEET SOUTH OF THE SOUTH RAIL OF
 NB1260'THE SOUTH TRACK, 2.2 FEET SOUTH OF THE WEST CORNER OF THE SOUTH STEEL
 NB1260'BRIDGE WALL, 1.0 FOOT NORTH OF THE SOUTH END OF SEAT, 2 FEET WEST
 NB1260'OF THE EAST EDGE OF SEAT, ABOUT 5 FEET BELOW TRACK LEVEL. A STANDARD
 NB1260'DISK STAMPED A-130 1941.
 NB1260
 NB1260                          STATION RECOVERY (1991)
 NB1260
 NB1260'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1293 ***********************************************************************
 NB1293  DESIGNATION -  A 131
 NB1293  PID         -  NB1293
 NB1293  STATE/COUNTY-  NY/LIVINGSTON
 NB1293  USGS QUAD   -  MOUNT MORRIS (1972)
 NB1293
 NB1293                         *CURRENT SURVEY CONTROL
 NB1293  ___________________________________________________________________
 NB1293* NAD 83(1986)-  42 43 40.     (N)    077 52 32.     (W)     SCALED    
 NB1293* NAVD 88     -       184.708  (meters)     606.00   (feet)  ADJUSTED  
 NB1293  ___________________________________________________________________
 NB1293  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NB1293  DYNAMIC HT  -         184.657 (meters)     605.83  (feet)  COMP
 NB1293  MODELED GRAV-     980,343.5   (mgal)                       NAVD 88
 NB1293
 NB1293  VERT ORDER  -  FIRST     CLASS II
 NB1293
 NB1293.The horizontal coordinates were scaled from a topographic map and have
 NB1293.an estimated accuracy of +/- 6 seconds.
 NB1293
 NB1293.The orthometric height was determined by differential leveling
 NB1293.and adjusted by the National Geodetic Survey in June 1991..
 NB1293
 NB1293.The geoid height was determined by GEOID03.
 NB1293
 NB1293.The dynamic height is computed by dividing the NAVD 88
 NB1293.geopotential number by the normal gravity value computed on the
 NB1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1293.degrees latitude (g = 980.6199 gals.).
 NB1293
 NB1293.The modeled gravity was interpolated from observed gravity values.
 NB1293
 NB1293;                    North         East    Units  Estimated Accuracy
 NB1293;SPC NY W     -   303,170.      407,960.      MT  (+/- 180 meters Scaled)
 NB1293
 NB1293                          SUPERSEDED SURVEY CONTROL
 NB1293
 NB1293  NGVD 29 (??/??/92)  184.876  (m)          606.55   (f) ADJ UNCH    1 2
 NB1293
 NB1293.Superseded values are not recommended for survey control.
 NB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1293.See file dsdata.txt to determine how the superseded data were derived.
 NB1293
 NB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN645345(NAD 83)
 NB1293_MARKER: DB = BENCH MARK DISK
 NB1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1293_STAMPING: A-131 1941
 NB1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1293+STABILITY: SURFACE MOTION
 NB1293
 NB1293  HISTORY     - Date     Condition        Report By
 NB1293  HISTORY     - 1941     MONUMENTED       CGS
 NB1293  HISTORY     - 1972     MARK NOT FOUND   USGS
 NB1293
 NB1293                          STATION DESCRIPTION
 NB1293
 NB1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1293'AT MT. MORRIS.
 NB1293'0.3 MILE NORTHWEST ALONG PENNSYLVANIA RAILROAD FROM STATION AT MT.
 NB1293'MORRIS, SET IN THE WEST QUARTER OF CROSSING OF TRACKS AND STATE
 NB1293'HIGHWAY NO. 63, 19 FEET NORTHEAST OF THE CENTER LINE OF GROVE STREET,
 NB1293'11.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 42
 NB1293'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTH OF STREET
 NB1293'LIGHT POST WEST OF CROSSING, 0.5 FOOT NORTHEAST OF WHITE MARKER POST
 NB1293'STENCILED USBM. A STANDARD DISK STAMPED A-131 1941, AND SET IN THE
 NB1293'TOP OF A PRECAST CONCRETE POST.
 NB1293
 NB1293                          STATION RECOVERY (1972)
 NB1293
 NB1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NB1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1178 ***********************************************************************
 NB1178  DESIGNATION -  A 132
 NB1178  PID         -  NB1178
 NB1178  STATE/COUNTY-  NY/ALLEGANY
 NB1178  USGS QUAD   -  CANASERAGA (1964)
 NB1178
 NB1178                         *CURRENT SURVEY CONTROL
 NB1178  ___________________________________________________________________
 NB1178* NAD 83(1986)-  42 27 35.     (N)    077 49 28.     (W)     SCALED    
 NB1178* NAVD 88     -       387.951  (meters)    1272.80   (feet)  ADJUSTED  
 NB1178  ___________________________________________________________________
 NB1178  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NB1178  DYNAMIC HT  -         387.809 (meters)    1272.34  (feet)  COMP
 NB1178  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 NB1178
 NB1178  VERT ORDER  -  FIRST     CLASS II
 NB1178
 NB1178.The horizontal coordinates were scaled from a topographic map and have
 NB1178.an estimated accuracy of +/- 6 seconds.
 NB1178
 NB1178.The orthometric height was determined by differential leveling
 NB1178.and adjusted by the National Geodetic Survey in June 1991..
 NB1178
 NB1178.The geoid height was determined by GEOID03.
 NB1178
 NB1178.The dynamic height is computed by dividing the NAVD 88
 NB1178.geopotential number by the normal gravity value computed on the
 NB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1178.degrees latitude (g = 980.6199 gals.).
 NB1178
 NB1178.The modeled gravity was interpolated from observed gravity values.
 NB1178
 NB1178;                    North         East    Units  Estimated Accuracy
 NB1178;SPC NY W     -   273,440.      412,420.      MT  (+/- 180 meters Scaled)
 NB1178
 NB1178                          SUPERSEDED SURVEY CONTROL
 NB1178
 NB1178  NGVD 29 (??/??/92)  388.081  (m)         1273.23   (f) ADJ UNCH    1 2
 NB1178
 NB1178.Superseded values are not recommended for survey control.
 NB1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1178.See file dsdata.txt to determine how the superseded data were derived.
 NB1178
 NB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN677046(NAD 83)
 NB1178_MARKER: DB = BENCH MARK DISK
 NB1178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1178_SP_SET: BRIDGE
 NB1178_STAMPING: A-132 1941
 NB1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1178
 NB1178  HISTORY     - Date     Condition        Report By
 NB1178  HISTORY     - 1941     MONUMENTED       CGS
 NB1178
 NB1178                          STATION DESCRIPTION
 NB1178
 NB1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1178'2.4 MI W FROM CANASERAGA.
 NB1178'2.4 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB1178'CANASERAGA,
 NB1178'0.2 MILE NORTHWEST OF MILE-POST NO. 346, SET IN THE SOUTHEAST CORNER
 NB1178'OF THE NORTHEAST BRIDGE SEAT OF A STEEL BRIDGE ON STATE HIGHWAY NO.
 NB1178'408A, 63.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 NB1178'TRACK, 12 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 3 FEET BELOW
 NB1178'ROAD LEVEL, 1.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE
 NB1178'SEAT, 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE SEAT. A
 NB1178'STANDARD DISK STAMPED A-132 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1217 ***********************************************************************
 NB1217  DESIGNATION -  A 133
 NB1217  PID         -  NB1217
 NB1217  STATE/COUNTY-  NY/ALLEGANY
 NB1217  USGS QUAD   -  ANDOVER (1976)
 NB1217
 NB1217                         *CURRENT SURVEY CONTROL
 NB1217  ___________________________________________________________________
 NB1217* NAD 83(1986)-  42 12 44.     (N)    077 47 36.     (W)     SCALED    
 NB1217* NAVD 88     -       534.499  (meters)    1753.60   (feet)  ADJUSTED  
 NB1217  ___________________________________________________________________
 NB1217  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 NB1217  DYNAMIC HT  -         534.288 (meters)    1752.91  (feet)  COMP
 NB1217  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 NB1217
 NB1217  VERT ORDER  -  FIRST     CLASS II
 NB1217
 NB1217.The horizontal coordinates were scaled from a topographic map and have
 NB1217.an estimated accuracy of +/- 6 seconds.
 NB1217
 NB1217.The orthometric height was determined by differential leveling
 NB1217.and adjusted by the National Geodetic Survey in June 1991..
 NB1217
 NB1217.The geoid height was determined by GEOID03.
 NB1217
 NB1217.The dynamic height is computed by dividing the NAVD 88
 NB1217.geopotential number by the normal gravity value computed on the
 NB1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1217.degrees latitude (g = 980.6199 gals.).
 NB1217
 NB1217.The modeled gravity was interpolated from observed gravity values.
 NB1217
 NB1217;                    North         East    Units  Estimated Accuracy
 NB1217;SPC NY W     -   245,970.      415,230.      MT  (+/- 180 meters Scaled)
 NB1217
 NB1217                          SUPERSEDED SURVEY CONTROL
 NB1217
 NB1217  NGVD 29 (??/??/92)  534.634  (m)         1754.05   (f) ADJ UNCH    1 2
 NB1217
 NB1217.Superseded values are not recommended for survey control.
 NB1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1217.See file dsdata.txt to determine how the superseded data were derived.
 NB1217
 NB1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM694771(NAD 83)
 NB1217_MARKER: DB = BENCH MARK DISK
 NB1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1217_SP_SET: CULVERT
 NB1217_STAMPING: A-133 1941
 NB1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1217
 NB1217  HISTORY     - Date     Condition        Report By
 NB1217  HISTORY     - 1941     MONUMENTED       CGS
 NB1217  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1217
 NB1217                          STATION DESCRIPTION
 NB1217
 NB1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1217'3.9 MI N FROM ANDOVER.
 NB1217'3.9 MILES NORTH ALONG ERIE RAILROAD FROM STATION AT ANDOVER, 0.1
 NB1217'NORTH OF MILE POST NO. 345, SET IN THE SOUTHWEST CORNER OF CONCRETE
 NB1217'CULVERT UNDER HIGHWAY, 22.5 FEET WEST OF THE CENTER LINE OF STATE
 NB1217'HIGHWAY NO. 36, 13.2 FEET EAST OF THE EAST RAIL OF TRACK, 0.7 FOOT
 NB1217'EAST OF THE WEST EDGE OF CULVERT, 0.6 FOOT NORTH OF THE SOUTH END OF
 NB1217'CULVERT, ABOUT 3.0 FEET BELOW TRACK LEVEL. A STANDARD DISK STAMPED
 NB1217'A-133 1941.
 NB1217
 NB1217                          STATION RECOVERY (1983)
 NB1217
 NB1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1217'NOT RECOVERED, THE CULVERT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1076 ***********************************************************************
 NB1076  DESIGNATION -  A 135
 NB1076  PID         -  NB1076
 NB1076  STATE/COUNTY-  NY/STEUBEN
 NB1076  USGS QUAD   -  ADDISON (1976)
 NB1076
 NB1076                         *CURRENT SURVEY CONTROL
 NB1076  ___________________________________________________________________
 NB1076* NAD 83(1986)-  42 06 49.     (N)    077 09 32.     (W)     SCALED    
 NB1076* NAVD 88     -       296.765  (meters)     973.64   (feet)  ADJUSTED  
 NB1076  ___________________________________________________________________
 NB1076  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NB1076  DYNAMIC HT  -         296.656 (meters)     973.28  (feet)  COMP
 NB1076  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 NB1076
 NB1076  VERT ORDER  -  FIRST     CLASS II
 NB1076
 NB1076.The horizontal coordinates were scaled from a topographic map and have
 NB1076.an estimated accuracy of +/- 6 seconds.
 NB1076
 NB1076.The orthometric height was determined by differential leveling
 NB1076.and adjusted by the National Geodetic Survey in June 1991..
 NB1076
 NB1076.The geoid height was determined by GEOID03.
 NB1076
 NB1076.The dynamic height is computed by dividing the NAVD 88
 NB1076.geopotential number by the normal gravity value computed on the
 NB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1076.degrees latitude (g = 980.6199 gals.).
 NB1076
 NB1076.The modeled gravity was interpolated from observed gravity values.
 NB1076
 NB1076;                    North         East    Units  Estimated Accuracy
 NB1076;SPC NY C     -   234,870.      202,400.      MT  (+/- 180 meters Scaled)
 NB1076
 NB1076                          SUPERSEDED SURVEY CONTROL
 NB1076
 NB1076  NGVD 29 (??/??/92)  296.917  (m)          974.14   (f) ADJ UNCH    1 2
 NB1076
 NB1076.Superseded values are not recommended for survey control.
 NB1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1076.See file dsdata.txt to determine how the superseded data were derived.
 NB1076
 NB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM215646(NAD 83)
 NB1076_MARKER: DB = BENCH MARK DISK
 NB1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1076_SP_SET: SIGNAL TOWER BASE
 NB1076_STAMPING: A-135 1941
 NB1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1076
 NB1076  HISTORY     - Date     Condition        Report By
 NB1076  HISTORY     - 1941     MONUMENTED       CGS
 NB1076  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1076  HISTORY     - 20020301 MARK NOT FOUND   NYDT
 NB1076
 NB1076                          STATION DESCRIPTION
 NB1076
 NB1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1076'4.3 MI E FROM ADDISON.
 NB1076'4.3 MILES EAST ALONG ERIE RAILROAD FROM STATION AT ADDISON, 8 RAILS
 NB1076'EAST OF MILE POST NO. 297, SET IN THE CENTER OF AN OLD SIGNAL TOWER
 NB1076'BASE, 3 RAILS WEST OF SIGNAL TOWER NO. 296-3, 27 FEET SOUTHEAST OF A
 NB1076'CONCRETE TELEPHONE HOUSE, 23 FEET SOUTH OF TELEPHONE POLE NO. 29640,
 NB1076'8.7 NORTH OF THE NORTH RAIL OF THE NORTH TRACK, ABOUT 1 FOOT BELOW
 NB1076'TRACK LEVEL. A STANDARD DISK STAMPED A-135 1941.
 NB1076
 NB1076                          STATION RECOVERY (1983)
 NB1076
 NB1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1076'NOT RECOVERED, FOUND NO BASE AT MARK LOCATION.
 NB1076
 NB1076                          STATION RECOVERY (2002)
 NB1076
 NB1076'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 NB1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0262 ***********************************************************************
 NB0262  DESIGNATION -  A 136
 NB0262  PID         -  NB0262
 NB0262  STATE/COUNTY-  NY/TIOGA
 NB0262  USGS QUAD   -  BARTON (1976)
 NB0262
 NB0262                         *CURRENT SURVEY CONTROL
 NB0262  ___________________________________________________________________
 NB0262* NAD 83(1986)-  42 00 26.     (N)    076 29 43.     (W)     SCALED    
 NB0262* NAVD 88     -       247.365  (meters)     811.56   (feet)  ADJUSTED  
 NB0262  ___________________________________________________________________
 NB0262  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0262  DYNAMIC HT  -         247.266 (meters)     811.24  (feet)  COMP
 NB0262  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 NB0262
 NB0262  VERT ORDER  -  FIRST     CLASS II
 NB0262
 NB0262.The horizontal coordinates were scaled from a topographic map and have
 NB0262.an estimated accuracy of +/- 6 seconds.
 NB0262
 NB0262.The orthometric height was determined by differential leveling
 NB0262.and adjusted by the National Geodetic Survey in June 1991..
 NB0262
 NB0262.The geoid height was determined by GEOID03.
 NB0262
 NB0262.The dynamic height is computed by dividing the NAVD 88
 NB0262.geopotential number by the normal gravity value computed on the
 NB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0262.degrees latitude (g = 980.6199 gals.).
 NB0262
 NB0262.The modeled gravity was interpolated from observed gravity values.
 NB0262
 NB0262;                    North         East    Units  Estimated Accuracy
 NB0262;SPC NY C     -   222,900.      257,290.      MT  (+/- 180 meters Scaled)
 NB0262
 NB0262                          SUPERSEDED SURVEY CONTROL
 NB0262
 NB0262  NGVD 29 (??/??/92)  247.543  (m)          812.15   (f) ADJ UNCH    1 2
 NB0262
 NB0262.Superseded values are not recommended for survey control.
 NB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0262.See file dsdata.txt to determine how the superseded data were derived.
 NB0262
 NB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM761516(NAD 83)
 NB0262_MARKER: DB = BENCH MARK DISK
 NB0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0262_SP_SET: CULVERT
 NB0262_STAMPING: A 136 1941
 NB0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0262
 NB0262  HISTORY     - Date     Condition        Report By
 NB0262  HISTORY     - 1941     MONUMENTED       CGS
 NB0262  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0262  HISTORY     - 19941109 MARK NOT FOUND   USPSQD
 NB0262
 NB0262                          STATION DESCRIPTION
 NB0262
 NB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0262'2.6 MI NE FROM WAVERLY.
 NB0262'2.6 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB0262'WAVERLY, TIOGA COUNTY, 0.2 MILE EAST OF MILEPOST 253, AT THE CROSSING
 NB0262'OF A ROAD LEADING SOUTH, AT THE POINT WHERE A HIGHWAY CURVES FROM
 NB0262'NORTHWEST TO EAST AND THEN PARALLELS THE RAILROAD, ABOUT 150 FEET
 NB0262'EAST OF A LARGE RED BARN BETWEEN THE HIGHWAY AND THE TRACK, 110
 NB0262'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 22.5 FEET SOUTHWEST
 NB0262'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE CENTERLINE
 NB0262'OF THE ROAD, AT A CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE EAST
 NB0262'CORNER OF THE SOUTH HEADWALL. A STANDARD DISK, STAMPED A 136 1941.
 NB0262
 NB0262                          STATION RECOVERY (1982)
 NB0262
 NB0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0262'NOT RECOVERED, THE HEADWALL OF THE CULVERT IS ERODED AND NO SIGN OF
 NB0262'THE DISK COULD BE FOUND.
 NB0262
 NB0262                          STATION RECOVERY (1994)
 NB0262
 NB0262'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1438 ***********************************************************************
 NA1438  DESIGNATION -  A 138
 NA1438  PID         -  NA1438
 NA1438  STATE/COUNTY-  NY/BROOME
 NA1438  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA1438
 NA1438                         *CURRENT SURVEY CONTROL
 NA1438  ___________________________________________________________________
 NA1438* NAD 83(1986)-  42 07 08.     (N)    075 53 38.     (W)     SCALED    
 NA1438* NAVD 88     -       259.736  (meters)     852.15   (feet)  ADJUSTED  
 NA1438  ___________________________________________________________________
 NA1438  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 NA1438  DYNAMIC HT  -         259.638 (meters)     851.83  (feet)  COMP
 NA1438  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 NA1438
 NA1438  VERT ORDER  -  FIRST     CLASS II
 NA1438
 NA1438.The horizontal coordinates were scaled from a topographic map and have
 NA1438.an estimated accuracy of +/- 6 seconds.
 NA1438
 NA1438.The orthometric height was determined by differential leveling
 NA1438.and adjusted by the National Geodetic Survey in June 1991..
 NA1438
 NA1438.The geoid height was determined by GEOID03.
 NA1438
 NA1438.The dynamic height is computed by dividing the NAVD 88
 NA1438.geopotential number by the normal gravity value computed on the
 NA1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1438.degrees latitude (g = 980.6199 gals.).
 NA1438
 NA1438.The modeled gravity was interpolated from observed gravity values.
 NA1438
 NA1438;                    North         East    Units  Estimated Accuracy
 NA1438;SPC NY E     -   365,750.       34,740.      MT  (+/- 180 meters Scaled)
 NA1438
 NA1438                          SUPERSEDED SURVEY CONTROL
 NA1438
 NA1438  NGVD 29 (??/??/92)  259.879  (m)          852.62   (f) ADJ UNCH    1 2
 NA1438
 NA1438.Superseded values are not recommended for survey control.
 NA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1438.See file dsdata.txt to determine how the superseded data were derived.
 NA1438
 NA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM261633(NAD 83)
 NA1438_MARKER: DB = BENCH MARK DISK
 NA1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1438_SP_SET: BRIDGE ABUTMENT
 NA1438_STAMPING: A 138 1941
 NA1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1438
 NA1438  HISTORY     - Date     Condition        Report By
 NA1438  HISTORY     - 1941     MONUMENTED       CGS
 NA1438  HISTORY     - 1974     GOOD             NGS
 NA1438
 NA1438                          STATION DESCRIPTION
 NA1438
 NA1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NA1438'AT BINGHAMTON.
 NA1438'IN NORTH PART OF BINGHAMTON, ON SOUTH SIDE OF BEVIER STREET, BETWEEN
 NA1438'BRANDYWINE AVENUE AND TRAVIS STREET, 12 FEET HIGHER THAN BEVIER
 NA1438'STREET, CEMENTED IN A DRILL HOLE IN THE EAST CORNER OF THE SOUTH
 NA1438'ABUTMENT OF THE WEST 1 OF 3 RAILROAD BRIDGES OVER BEVIER ST., 16 FEET
 NA1438'SOUTH OF CENTER LINE OF BEVIER STREET, 9.2 FEET EAST OF THE EAST RAIL
 NA1438'OF THE EAST TRACK, AND 1.7 FEET WEST OF EAST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1469 ***********************************************************************
 NA1469  DESIGNATION -  A 139
 NA1469  PID         -  NA1469
 NA1469  STATE/COUNTY-  NY/CHENANGO
 NA1469  USGS QUAD   -  AFTON (1957)
 NA1469
 NA1469                         *CURRENT SURVEY CONTROL
 NA1469  ___________________________________________________________________
 NA1469* NAD 83(1986)-  42 12 35.     (N)    075 32 34.     (W)     SCALED    
 NA1469* NAVD 88     -       299.642  (meters)     983.08   (feet)  ADJUSTED  
 NA1469  ___________________________________________________________________
 NA1469  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NA1469  DYNAMIC HT  -         299.533 (meters)     982.72  (feet)  COMP
 NA1469  MODELED GRAV-     980,252.8   (mgal)                       NAVD 88
 NA1469
 NA1469  VERT ORDER  -  FIRST     CLASS II
 NA1469
 NA1469.The horizontal coordinates were scaled from a topographic map and have
 NA1469.an estimated accuracy of +/- 6 seconds.
 NA1469
 NA1469.The orthometric height was determined by differential leveling
 NA1469.and adjusted by the National Geodetic Survey in June 1991..
 NA1469
 NA1469.The geoid height was determined by GEOID03.
 NA1469
 NA1469.The dynamic height is computed by dividing the NAVD 88
 NA1469.geopotential number by the normal gravity value computed on the
 NA1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1469.degrees latitude (g = 980.6199 gals.).
 NA1469
 NA1469.The modeled gravity was interpolated from observed gravity values.
 NA1469
 NA1469;                    North         East    Units  Estimated Accuracy
 NA1469;SPC NY C     -   245,910.      335,920.      MT  (+/- 180 meters Scaled)
 NA1469
 NA1469                          SUPERSEDED SURVEY CONTROL
 NA1469
 NA1469  NGVD 29 (??/??/92)  299.773  (m)          983.51   (f) ADJ UNCH    1 2
 NA1469
 NA1469.Superseded values are not recommended for survey control.
 NA1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1469.See file dsdata.txt to determine how the superseded data were derived.
 NA1469
 NA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM551732(NAD 83)
 NA1469_MARKER: DB = BENCH MARK DISK
 NA1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1469_SP_SET: CULVERT
 NA1469_STAMPING: A 139 1941
 NA1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1469
 NA1469  HISTORY     - Date     Condition        Report By
 NA1469  HISTORY     - 1941     MONUMENTED       CGS
 NA1469  HISTORY     - 1970     POOR             LDA
 NA1469
 NA1469                          STATION DESCRIPTION
 NA1469
 NA1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1469'1.6 MI SW FROM AFTON.
 NA1469'1.6 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1469'STATION AT AFTON, CHENANGO COUNTY, 61 FEET NORTHWEST OF MILEPOST
 NA1469'A-116, 29.5 FEET SOUTHWEST OF THE FIRST POLE WEST OF THE MILEPOST, AT
 NA1469'A CULVERT UNDER THE TRACKS, IN THE NORTH HEADWALL, 1.7 FEET WEST OF
 NA1469'THE EAST END OF THE HEADWALL, 0.7 FOOT SOUTH OF THE NORTH EDGE, 5.8
 NA1469'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 1 FOOT
 NA1469'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 139 1941.
 NA1469
 NA1469                          STATION RECOVERY (1970)
 NA1469
 NA1469'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 NA1469'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1223 ***********************************************************************
 PH1223  DESIGNATION -  A 14
 PH1223  PID         -  PH1223
 PH1223  STATE/COUNTY-  NY/JEFFERSON
 PH1223  USGS QUAD   -  PHILADELPHIA (1982)
 PH1223
 PH1223                         *CURRENT SURVEY CONTROL
 PH1223  ___________________________________________________________________
 PH1223* NAD 83(1986)-  44 09 04.     (N)    075 42 25.     (W)     SCALED    
 PH1223* NAVD 88     -       148.069  (meters)     485.79   (feet)  ADJUSTED  
 PH1223  ___________________________________________________________________
 PH1223  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 PH1223  DYNAMIC HT  -         148.048 (meters)     485.72  (feet)  COMP
 PH1223  MODELED GRAV-     980,473.2   (mgal)                       NAVD 88
 PH1223
 PH1223  VERT ORDER  -  FIRST     CLASS II
 PH1223
 PH1223.The horizontal coordinates were scaled from a topographic map and have
 PH1223.an estimated accuracy of +/- 6 seconds.
 PH1223
 PH1223.The orthometric height was determined by differential leveling
 PH1223.and adjusted by the National Geodetic Survey in June 1991..
 PH1223
 PH1223.The geoid height was determined by GEOID03.
 PH1223
 PH1223.The dynamic height is computed by dividing the NAVD 88
 PH1223.geopotential number by the normal gravity value computed on the
 PH1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1223.degrees latitude (g = 980.6199 gals.).
 PH1223
 PH1223.The modeled gravity was interpolated from observed gravity values.
 PH1223
 PH1223;                    North         East    Units  Estimated Accuracy
 PH1223;SPC NY C     -   461,430.      320,110.      MT  (+/- 180 meters Scaled)
 PH1223
 PH1223                          SUPERSEDED SURVEY CONTROL
 PH1223
 PH1223  NGVD 29 (??/??/92)  148.218  (m)          486.28   (f) ADJ UNCH    1 2
 PH1223
 PH1223.Superseded values are not recommended for survey control.
 PH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1223.See file dsdata.txt to determine how the superseded data were derived.
 PH1223
 PH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP434889(NAD 83)
 PH1223_MARKER: Q = CHISELED SQUARE
 PH1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1223_SP_SET: CURB
 PH1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1223
 PH1223  HISTORY     - Date     Condition        Report By
 PH1223  HISTORY     - UNK      MONUMENTED       CGS
 PH1223  HISTORY     - 1942     GOOD             NGS
 PH1223
 PH1223                          STATION DESCRIPTION
 PH1223
 PH1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1223'IN PHILADELPHIA.
 PH1223'BENCH MARK IS A CHISELED SQUARE CUT ON THE CONCRETE CURB ALONG THE
 PH1223'NORTH SIDE OF THE NEW YORK CENTRAL RAILROAD STATION PLATFORM, IT IS
 PH1223'36.0 FEET WEST OF THE WEST SIDE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1310 ***********************************************************************
 NA1310  DESIGNATION -  A 140
 NA1310  PID         -  NA1310
 NA1310  STATE/COUNTY-  NY/OTSEGO
 NA1310  USGS QUAD   -  OTEGO (1982)
 NA1310
 NA1310                         *CURRENT SURVEY CONTROL
 NA1310  ___________________________________________________________________
 NA1310* NAD 83(1986)-  42 22 36.     (N)    075 12 38.     (W)     SCALED    
 NA1310* NAVD 88     -       320.385  (meters)    1051.13   (feet)  ADJUSTED  
 NA1310  ___________________________________________________________________
 NA1310  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 NA1310  DYNAMIC HT  -         320.272 (meters)    1050.76  (feet)  COMP
 NA1310  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 NA1310
 NA1310  VERT ORDER  -  FIRST     CLASS II
 NA1310
 NA1310.The horizontal coordinates were scaled from a topographic map and have
 NA1310.an estimated accuracy of +/- 6 seconds.
 NA1310
 NA1310.The orthometric height was determined by differential leveling
 NA1310.and adjusted by the National Geodetic Survey in June 1991..
 NA1310
 NA1310.The geoid height was determined by GEOID03.
 NA1310
 NA1310.The dynamic height is computed by dividing the NAVD 88
 NA1310.geopotential number by the normal gravity value computed on the
 NA1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1310.degrees latitude (g = 980.6199 gals.).
 NA1310
 NA1310.The modeled gravity was interpolated from observed gravity values.
 NA1310
 NA1310;                    North         East    Units  Estimated Accuracy
 NA1310;SPC NY E     -   393,680.       91,480.      MT  (+/- 180 meters Scaled)
 NA1310
 NA1310                          SUPERSEDED SURVEY CONTROL
 NA1310
 NA1310  NGVD 29 (??/??/92)  320.502  (m)         1051.51   (f) ADJ UNCH    1 2
 NA1310
 NA1310.Superseded values are not recommended for survey control.
 NA1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1310.See file dsdata.txt to determine how the superseded data were derived.
 NA1310
 NA1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM826916(NAD 83)
 NA1310_MARKER: DB = BENCH MARK DISK
 NA1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1310_SP_SET: CULVERT
 NA1310_STAMPING: A 140 1941
 NA1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1310
 NA1310  HISTORY     - Date     Condition        Report By
 NA1310  HISTORY     - 1941     MONUMENTED       CGS
 NA1310  HISTORY     - 1942     GOOD             NGS
 NA1310
 NA1310                          STATION DESCRIPTION
 NA1310
 NA1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1310'1.9 MI NE FROM WELLS BRIDGE.
 NA1310'1.9 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1310'STATION AT WELLS BRIDGE, OTSEGO COUNTY, 0.1 MILE WEST OF MILEPOST
 NA1310'A-92, AT A CULVERT UNDER THE TRACK, IN THE CENTER OF THE TOP OF THE
 NA1310'NORTH STONE HEADWALL, 1.8 FEET EAST OF THE WEST END OF THE HEADWALL,
 NA1310'1.1 FEET SOUTH OF THE NORTH EDGE, 7.8 FEET NORTH OF THE NORTH RAIL OF
 NA1310'THE NORTH TRACK, AND 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 NA1310'STAMPED A 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0587 ***********************************************************************
 LY0587  DESIGNATION -  A 141
 LY0587  PID         -  LY0587
 LY0587  STATE/COUNTY-  NY/ORANGE
 LY0587  USGS QUAD   -  OTISVILLE (1976)
 LY0587
 LY0587                         *CURRENT SURVEY CONTROL
 LY0587  ___________________________________________________________________
 LY0587* NAD 83(1986)-  41 26 51.     (N)    074 34 53.     (W)     SCALED    
 LY0587* NAVD 88     -       252.265  (meters)     827.64   (feet)  ADJUSTED  
 LY0587  ___________________________________________________________________
 LY0587  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY0587  DYNAMIC HT  -         252.163 (meters)     827.30  (feet)  COMP
 LY0587  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 LY0587
 LY0587  VERT ORDER  -  FIRST     CLASS II
 LY0587
 LY0587.The horizontal coordinates were scaled from a topographic map and have
 LY0587.an estimated accuracy of +/- 6 seconds.
 LY0587
 LY0587.The orthometric height was determined by differential leveling
 LY0587.and adjusted by the National Geodetic Survey in June 1991..
 LY0587
 LY0587.The geoid height was determined by GEOID03.
 LY0587
 LY0587.The dynamic height is computed by dividing the NAVD 88
 LY0587.geopotential number by the normal gravity value computed on the
 LY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0587.degrees latitude (g = 980.6199 gals.).
 LY0587
 LY0587.The modeled gravity was interpolated from observed gravity values.
 LY0587
 LY0587;                    North         East    Units  Estimated Accuracy
 LY0587;SPC NY E     -   290,240.      143,200.      MT  (+/- 180 meters Scaled)
 LY0587
 LY0587                          SUPERSEDED SURVEY CONTROL
 LY0587
 LY0587  NGVD 29 (??/??/92)  252.458  (m)          828.27   (f) ADJ UNCH    1 2
 LY0587
 LY0587.Superseded values are not recommended for survey control.
 LY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0587.See file dsdata.txt to determine how the superseded data were derived.
 LY0587
 LY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL349885(NAD 83)
 LY0587_MARKER: DB = BENCH MARK DISK
 LY0587_SETTING: 80 = SET IN A BOULDER
 LY0587_SP_SET: BOULDER
 LY0587_STAMPING: A 141 1941
 LY0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0587+STABILITY: SURFACE MOTION
 LY0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0587+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 LY0587
 LY0587  HISTORY     - Date     Condition        Report By
 LY0587  HISTORY     - 1941     MONUMENTED       CGS
 LY0587  HISTORY     - 20010108 GOOD             LOCSUR
 LY0587
 LY0587                          STATION DESCRIPTION
 LY0587
 LY0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0587'3.3 MI SW FROM OTISVILLE.
 LY0587'3.3 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 LY0587'AT OTISVILLE, ORANGE COUNTY, ABOUT 0.1 MILE SOUTHWEST OF
 LY0587'MILEPOST 78, BETWEEN THE THIRD AND FOURTH POLES SOUTHWEST
 LY0587'OF THE MILEPOST, 33.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 LY0587'THE SOUTHEAST TRACK, IN LINE WITH A ROW OF POLES, IN THE TOP OF A
 LY0587'ROCK BOULDER, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A
 LY0587'STANDARD DISK, STAMPED A 141 1941.
 LY0587
 LY0587                          STATION RECOVERY (2001)
 LY0587
 LY0587'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (RBW)
 LY0587'DESCRIPTION SHOULD BE UPDATED TO NOTE THAT DISK IS LOCATED EAST OF THE
 LY0587'OLD RAILROAD TRACK, NOW REMOVED AND ABANDONED, AS THERE IS AN ACTIVE
 LY0587'TRACK LOCATED APPROXIMATELY 120 FEET WESTERLY OF OF THE DISK, WHICH IS
 LY0587'THE ONLY TRACK REMAINING. THE DISK IS ALSO APPROXIMATELY 73 FEET ABOVE
 LY0587'THE EXISTING TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1005 ***********************************************************************
 LY1005  DESIGNATION -  A 142
 LY1005  PID         -  LY1005
 LY1005  STATE/COUNTY-  NY/SULLIVAN
 LY1005  USGS QUAD   -  LONG EDDY (1992)
 LY1005
 LY1005                         *CURRENT SURVEY CONTROL
 LY1005  ___________________________________________________________________
 LY1005* NAD 83(1986)-  41 51 08.     (N)    075 08 15.     (W)     SCALED    
 LY1005* NAVD 88     -       254.981  (meters)     836.55   (feet)  ADJUSTED  
 LY1005  ___________________________________________________________________
 LY1005  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LY1005  DYNAMIC HT  -         254.893 (meters)     836.26  (feet)  COMP
 LY1005  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LY1005
 LY1005  VERT ORDER  -  FIRST     CLASS II
 LY1005
 LY1005.The horizontal coordinates were scaled from a topographic map and have
 LY1005.an estimated accuracy of +/- 6 seconds.
 LY1005
 LY1005.The orthometric height was determined by differential leveling
 LY1005.and adjusted by the National Geodetic Survey in June 1991..
 LY1005
 LY1005.The geoid height was determined by GEOID03.
 LY1005
 LY1005.The dynamic height is computed by dividing the NAVD 88
 LY1005.geopotential number by the normal gravity value computed on the
 LY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1005.degrees latitude (g = 980.6199 gals.).
 LY1005
 LY1005.The modeled gravity was interpolated from observed gravity values.
 LY1005
 LY1005;                    North         East    Units  Estimated Accuracy
 LY1005;SPC NY E     -   335,380.       97,070.      MT  (+/- 180 meters Scaled)
 LY1005
 LY1005                          SUPERSEDED SURVEY CONTROL
 LY1005
 LY1005  NGVD 29 (??/??/92)  255.153  (m)          837.11   (f) ADJ UNCH    1 2
 LY1005
 LY1005.Superseded values are not recommended for survey control.
 LY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1005.See file dsdata.txt to determine how the superseded data were derived.
 LY1005
 LY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM885333(NAD 83)
 LY1005_MARKER: DB = BENCH MARK DISK
 LY1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1005_SP_SET: BRIDGE
 LY1005_STAMPING: A 142 1941
 LY1005_MARK LOGO: CGS   
 LY1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1005
 LY1005  HISTORY     - Date     Condition        Report By
 LY1005  HISTORY     - 1941     MONUMENTED       CGS
 LY1005  HISTORY     - 1982     GOOD             NGS
 LY1005
 LY1005                          STATION DESCRIPTION
 LY1005
 LY1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1005'AT LONG EDDY.
 LY1005'AT LONG EDDY, SULLIVAN COUNTY, ABOUT 0.2 MILE NORTHWEST ALONG
 LY1005'THE ERIE RAILROAD FROM THE STATION, JUST SOUTHEAST OF THE LONG
 LY1005'EDDY CHEMICAL AND CHARCOAL PLANT, AT AN IRON BRIDGE OVER PEA
 LY1005'BROOK, IN THE NORTH END OF THE EAST WING WALL, AND 18 FEET NORTH
 LY1005'OF THE NORTH RAIL OF THE WEST-BOUND TRACK.  A STANDARD DISK,
 LY1005'STAMPED A 142 1941.
 LY1005
 LY1005                          STATION RECOVERY (1982)
 LY1005
 LY1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1005'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 0.32 KM (0.2 MI)
 LY1005'NORTHWEST ALONG THE CONRAIL RAILROAD FROM THE RAILROAD BRIDGE OVER
 LY1005'HOOLIHAN BROOK IN LONG EDDY, TO THE MARK ON THE RIGHT, IN TOP OF THE
 LY1005'NORTH END OF THE EAST WING WALL OF AN IRON BRIDGE OVER PEA BROOK,
 LY1005'5.48 METERS (18.0 FT) NORTH OF THE NORTH RAIL OF A SINGLE SET OF
 LY1005'TRACKS.
 LY1005'THE MARK IS 0.60 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0025 ***********************************************************************
 LY0025  DESIGNATION -  A 144
 LY0025  PID         -  LY0025
 LY0025  STATE/COUNTY-  NY/ULSTER
 LY0025  USGS QUAD   -  CLINTONDALE (1957)
 LY0025
 LY0025                         *CURRENT SURVEY CONTROL
 LY0025  ___________________________________________________________________
 LY0025* NAD 83(1986)-  41 44 13.     (N)    074 01 08.     (W)     SCALED    
 LY0025* NAVD 88     -       107.858  (meters)     353.86   (feet)  ADJUSTED  
 LY0025  ___________________________________________________________________
 LY0025  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 LY0025  DYNAMIC HT  -         107.817 (meters)     353.73  (feet)  COMP
 LY0025  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 LY0025
 LY0025  VERT ORDER  -  FIRST     CLASS II
 LY0025
 LY0025.The horizontal coordinates were scaled from a topographic map and have
 LY0025.an estimated accuracy of +/- 6 seconds.
 LY0025
 LY0025.The orthometric height was determined by differential leveling
 LY0025.and adjusted by the National Geodetic Survey in June 1991..
 LY0025
 LY0025.The geoid height was determined by GEOID03.
 LY0025
 LY0025.The dynamic height is computed by dividing the NAVD 88
 LY0025.geopotential number by the normal gravity value computed on the
 LY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0025.degrees latitude (g = 980.6199 gals.).
 LY0025
 LY0025.The modeled gravity was interpolated from observed gravity values.
 LY0025
 LY0025;                    North         East    Units  Estimated Accuracy
 LY0025;SPC NY E     -   322,500.      190,020.      MT  (+/- 180 meters Scaled)
 LY0025
 LY0025                          SUPERSEDED SURVEY CONTROL
 LY0025
 LY0025  NGVD 29 (??/??/92)  108.119  (m)          354.72   (f) ADJ UNCH    1 2
 LY0025
 LY0025.Superseded values are not recommended for survey control.
 LY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0025.See file dsdata.txt to determine how the superseded data were derived.
 LY0025
 LY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM815210(NAD 83)
 LY0025_MARKER: DB = BENCH MARK DISK
 LY0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0025_SP_SET: BRIDGE
 LY0025_STAMPING: A 144 1941
 LY0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0025
 LY0025  HISTORY     - Date     Condition        Report By
 LY0025  HISTORY     - 1941     MONUMENTED       CGS
 LY0025
 LY0025                          STATION DESCRIPTION
 LY0025
 LY0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0025'2.7 MI NE FROM CLINTONDALE.
 LY0025'2.7 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LY0025'RAILROAD FROM STATION AT CLINTONDALE, 0.1 MILE WEST OF SIGNAL
 LY0025'TOWER NO. ED-24-0, SET IN THE EAST CORNER OF THE SOUTH HEADWALL
 LY0025'OF CONCRETE BRIDGE UNDER TRACK, 7 FEET SOUTH OF THE SOUTH RAIL OF
 LY0025'THE SOUTH TRACK, 1.7 FEET WEST OF THE EAST END OF THE HEADWALL,
 LY0025'0.7 FT. NORTH OF THE SOUTH EDGE OF THE HEADWALL, ABOUT 1.5 FEET
 LY0025'BELOW TRACK LEVEL.  A STANDARD DISK STAMPED A-144 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0931 ***********************************************************************
 OF0931  DESIGNATION -  A 145
 OF0931  PID         -  OF0931
 OF0931  STATE/COUNTY-  NY/WAYNE
 OF0931  USGS QUAD   -  PALMYRA (1952)
 OF0931
 OF0931                         *CURRENT SURVEY CONTROL
 OF0931  ___________________________________________________________________
 OF0931* NAD 83(1986)-  43 04 06.     (N)    077 12 57.     (W)     SCALED    
 OF0931* NAVD 88     -       142.338  (meters)     466.99   (feet)  ADJUSTED  
 OF0931  ___________________________________________________________________
 OF0931  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF0931  DYNAMIC HT  -         142.301 (meters)     466.87  (feet)  COMP
 OF0931  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 OF0931
 OF0931  VERT ORDER  -  SECOND    CLASS 0
 OF0931
 OF0931.The horizontal coordinates were scaled from a topographic map and have
 OF0931.an estimated accuracy of +/- 6 seconds.
 OF0931
 OF0931.The orthometric height was determined by differential leveling
 OF0931.and adjusted by the National Geodetic Survey in June 1991..
 OF0931
 OF0931.The geoid height was determined by GEOID03.
 OF0931
 OF0931.The dynamic height is computed by dividing the NAVD 88
 OF0931.geopotential number by the normal gravity value computed on the
 OF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0931.degrees latitude (g = 980.6199 gals.).
 OF0931
 OF0931.The modeled gravity was interpolated from observed gravity values.
 OF0931
 OF0931;                    North         East    Units  Estimated Accuracy
 OF0931;SPC NY C     -   340,960.      198,490.      MT  (+/- 180 meters Scaled)
 OF0931
 OF0931                          SUPERSEDED SURVEY CONTROL
 OF0931
 OF0931  NGVD 29 (??/??/92)  142.517  (m)          467.57   (f) ADJ UNCH    2 0
 OF0931
 OF0931.Superseded values are not recommended for survey control.
 OF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0931.See file dsdata.txt to determine how the superseded data were derived.
 OF0931
 OF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN195707(NAD 83)
 OF0931_MARKER: DB = BENCH MARK DISK
 OF0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0931_SP_SET: OVERPASS ABUTMENT
 OF0931_STAMPING: A 145 1942
 OF0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0931
 OF0931  HISTORY     - Date     Condition        Report By
 OF0931  HISTORY     - 1942     MONUMENTED       CGS
 OF0931  HISTORY     - 1968     GOOD             USE
 OF0931  HISTORY     - 1981     POOR             NYDT
 OF0931  HISTORY     - 1988     POOR             USPSQD
 OF0931  HISTORY     - 20020320 MARK NOT FOUND   NYDT
 OF0931  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 OF0931
 OF0931                          STATION DESCRIPTION
 OF0931
 OF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0931'0.9 MI NE FROM PALMYRA.
 OF0931'TO REACH FROM THE CITY HALL AT PALMYRA, PROCEED NORTHEASTERLY
 OF0931'ON STATE HIGHWAY NO. 21, GO 0.9 MILE TO THE NORTH EAST END OF
 OF0931'THE OVERPASS OVER THE NEW YORK CENTRAL RAILROAD AND SITE OF
 OF0931'BENCH MARK.
 OF0931'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH WEST END
 OF0931'OF THE NORTH EAST CONCRETE ABUTMENT OF THE OVERPASS, 15.4
 OF0931'FEET NORTH WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF
 OF0931'THE HIGHWAY.
 OF0931
 OF0931                          STATION RECOVERY (1968)
 OF0931
 OF0931'RECOVERY NOTE BY US ENGINEERS 1968
 OF0931'RECOVERED IN GOOD CONDITION.
 OF0931
 OF0931                          STATION RECOVERY (1981)
 OF0931
 OF0931'RECOVERY NOTE BY NY DEPT OF TRANSP 1981
 OF0931'MARK RECOVERED IN POOR CONDITION.
 OF0931
 OF0931                          STATION RECOVERY (1988)
 OF0931
 OF0931'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 OF0931'MARK RECOVERED IN POOR CONDITION.
 OF0931
 OF0931                          STATION RECOVERY (2002)
 OF0931
 OF0931'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 OF0931'MARK NOT FOUND.
 OF0931
 OF0931                          STATION RECOVERY (2003)
 OF0931
 OF0931'RECOVERY NOTE BY US POWER SQUADRON 2003
 OF0931'MARK NOT FOUND.  NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0887 ***********************************************************************
 OF0887  DESIGNATION -  A 147
 OF0887  PID         -  OF0887
 OF0887  STATE/COUNTY-  NY/ONTARIO
 OF0887  USGS QUAD   -  MACEDON (1976)
 OF0887
 OF0887                         *CURRENT SURVEY CONTROL
 OF0887  ___________________________________________________________________
 OF0887* NAD 83(1986)-  43 01 54.     (N)    077 21 18.     (W)     SCALED    
 OF0887* NAVD 88     -       159.394  (meters)     522.95   (feet)  ADJUSTED  
 OF0887  ___________________________________________________________________
 OF0887  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OF0887  DYNAMIC HT  -         159.351 (meters)     522.80  (feet)  COMP
 OF0887  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 OF0887
 OF0887  VERT ORDER  -  SECOND    CLASS 0
 OF0887
 OF0887.The horizontal coordinates were scaled from a topographic map and have
 OF0887.an estimated accuracy of +/- 6 seconds.
 OF0887
 OF0887.The orthometric height was determined by differential leveling
 OF0887.and adjusted by the National Geodetic Survey in June 1991..
 OF0887
 OF0887.The geoid height was determined by GEOID03.
 OF0887
 OF0887.The dynamic height is computed by dividing the NAVD 88
 OF0887.geopotential number by the normal gravity value computed on the
 OF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0887.degrees latitude (g = 980.6199 gals.).
 OF0887
 OF0887.The modeled gravity was interpolated from observed gravity values.
 OF0887
 OF0887;                    North         East    Units  Estimated Accuracy
 OF0887;SPC NY C     -   336,980.      187,110.      MT  (+/- 180 meters Scaled)
 OF0887
 OF0887                          SUPERSEDED SURVEY CONTROL
 OF0887
 OF0887  NGVD 29 (??/??/92)  159.563  (m)          523.50   (f) ADJ UNCH    2 0
 OF0887
 OF0887.Superseded values are not recommended for survey control.
 OF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0887.See file dsdata.txt to determine how the superseded data were derived.
 OF0887
 OF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN081670(NAD 83)
 OF0887_MARKER: DB = BENCH MARK DISK
 OF0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0887_SP_SET: CULVERT
 OF0887_STAMPING: A 147 1942
 OF0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0887
 OF0887  HISTORY     - Date     Condition        Report By
 OF0887  HISTORY     - 1942     MONUMENTED       CGS
 OF0887  HISTORY     - 19880525 GOOD             USPSQD
 OF0887  HISTORY     - 19890910 GOOD             USPSQD
 OF0887  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 OF0887
 OF0887                          STATION DESCRIPTION
 OF0887
 OF0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0887'4.0 MI SW FROM MACEDON.
 OF0887'4.0 MILES SOUTH WEST ALONG EAST WEST PAVED ROAD.
 OF0887'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 31 AND 350 AT
 OF0887'MACEDON, PROCEED WESTERLY ON STATE HIGHWAY NO. 31, GO 0.8 MILE
 OF0887'TO THE INTERSECTION OF ROAD TO VICTOR VIA BROWNSVILLE, TURN
 OF0887'SOUTH WEST, GO 1.9 MILE TO BRIDGE OVER CANARGUA CREEK, CROSS BRIDGE
 OF0887'AND CONTINUE SOUTHWESTERLY 1.1 MILES TO A CROSS ROAD, TURN
 OF0887'WESTERLY AND GO 0.2 MILE TO A STEEL BRIDGE OVER CANARGUA CREEK
 OF0887'AND SITE OF BENCH MARK.
 OF0887'BENCH MARK IS AT THE OUT SIDE OF A CURVE, ABOUT 205 SOUTH OF THE
 OF0887'SOUTH END OF STEEL BRIDGE OVER CANARGUA CREEK, 32 FEET WEST OF AND
 OF0887'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD, AND SET
 OF0887'HORIZONTALLY IN TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 OF0887'LARGE CONCRETE CULVERT.
 OF0887
 OF0887                          STATION RECOVERY (1988)
 OF0887
 OF0887'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 OF0887'RECOVERED IN GOOD CONDITION.
 OF0887
 OF0887                          STATION RECOVERY (1989)
 OF0887
 OF0887'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0887'RECOVERED IN GOOD CONDITION.
 OF0887
 OF0887                          STATION RECOVERY (2001)
 OF0887
 OF0887'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 OF0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0918 ***********************************************************************
 OF0918  DESIGNATION -  A 148
 OF0918  PID         -  OF0918
 OF0918  STATE/COUNTY-  NY/WAYNE
 OF0918  USGS QUAD   -  MACEDON (1976)
 OF0918
 OF0918                         *CURRENT SURVEY CONTROL
 OF0918  ___________________________________________________________________
 OF0918* NAD 83(1986)-  43 03 30.     (N)    077 17 47.     (W)     SCALED    
 OF0918* NAVD 88     -       152.031  (meters)     498.79   (feet)  ADJUSTED  
 OF0918  ___________________________________________________________________
 OF0918  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OF0918  DYNAMIC HT  -         151.991 (meters)     498.66  (feet)  COMP
 OF0918  MODELED GRAV-     980,354.8   (mgal)                       NAVD 88
 OF0918
 OF0918  VERT ORDER  -  SECOND    CLASS 0
 OF0918
 OF0918.The horizontal coordinates were scaled from a topographic map and have
 OF0918.an estimated accuracy of +/- 6 seconds.
 OF0918
 OF0918.The orthometric height was determined by differential leveling
 OF0918.and adjusted by the National Geodetic Survey in June 1991..
 OF0918
 OF0918.The geoid height was determined by GEOID03.
 OF0918
 OF0918.The dynamic height is computed by dividing the NAVD 88
 OF0918.geopotential number by the normal gravity value computed on the
 OF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0918.degrees latitude (g = 980.6199 gals.).
 OF0918
 OF0918.The modeled gravity was interpolated from observed gravity values.
 OF0918
 OF0918;                    North         East    Units  Estimated Accuracy
 OF0918;SPC NY C     -   339,900.      191,920.      MT  (+/- 180 meters Scaled)
 OF0918
 OF0918                          SUPERSEDED SURVEY CONTROL
 OF0918
 OF0918  NGVD 29 (??/??/92)  152.208  (m)          499.37   (f) ADJ UNCH    2 0
 OF0918
 OF0918.Superseded values are not recommended for survey control.
 OF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0918.See file dsdata.txt to determine how the superseded data were derived.
 OF0918
 OF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN129698(NAD 83)
 OF0918_MARKER: DB = BENCH MARK DISK
 OF0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0918_SP_SET: CULVERT
 OF0918_STAMPING: A 148 1942
 OF0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0918
 OF0918  HISTORY     - Date     Condition        Report By
 OF0918  HISTORY     - 1942     MONUMENTED       CGS
 OF0918  HISTORY     - 19880525 GOOD             USPSQD
 OF0918  HISTORY     - 19890910 GOOD             USPSQD
 OF0918
 OF0918                          STATION DESCRIPTION
 OF0918
 OF0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0918'0.8 MI S FROM MACEDON.
 OF0918'TO REACH FROM THE INTERSECTION OF MAIN AND ERIE STREETS AT
 OF0918'MACEDON, PROCEED SOUTH ON PAVED ROAD AND GO 0.8 MILE TO A LARGE
 OF0918'CONCRETE CULVERT AT THE INTERSECTION OF A ROAD LEADING EAST AND SITE
 OF0918'OF BENCH MARK.
 OF0918'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST
 OF0918'HEADWALL OF THE CONCRETE CULVERT, ABOUT 140 FEET NORTH OF THE CENTER
 OF0918'OF THE INTERSECTION, 15 FEET EAST OF AND ABOUT THE SAME ELEVATION
 OF0918'AS THE CENTER LINE OF THE ROAD.
 OF0918
 OF0918                          STATION RECOVERY (1988)
 OF0918
 OF0918'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 OF0918'RECOVERED IN GOOD CONDITION.
 OF0918
 OF0918                          STATION RECOVERY (1989)
 OF0918
 OF0918'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0861 ***********************************************************************
 OF0861  DESIGNATION -  A 149
 OF0861  PID         -  OF0861
 OF0861  STATE/COUNTY-  NY/WAYNE
 OF0861  USGS QUAD   -  PULTNEYVILLE (1978)
 OF0861
 OF0861                         *CURRENT SURVEY CONTROL
 OF0861  ___________________________________________________________________
 OF0861* NAD 83(1986)-  43 16 46.     (N)    077 11 16.     (W)     SCALED    
 OF0861* NAVD 88     -        80.139  (meters)     262.92   (feet)  ADJUSTED  
 OF0861  ___________________________________________________________________
 OF0861  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF0861  DYNAMIC HT  -          80.122 (meters)     262.87  (feet)  COMP
 OF0861  MODELED GRAV-     980,404.9   (mgal)                       NAVD 88
 OF0861
 OF0861  VERT ORDER  -  FIRST     CLASS II
 OF0861
 OF0861.The horizontal coordinates were scaled from a topographic map and have
 OF0861.an estimated accuracy of +/- 6 seconds.
 OF0861
 OF0861.The orthometric height was determined by differential leveling
 OF0861.and adjusted by the National Geodetic Survey in June 1991..
 OF0861
 OF0861.The geoid height was determined by GEOID03.
 OF0861
 OF0861.The dynamic height is computed by dividing the NAVD 88
 OF0861.geopotential number by the normal gravity value computed on the
 OF0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0861.degrees latitude (g = 980.6199 gals.).
 OF0861
 OF0861.The modeled gravity was interpolated from observed gravity values.
 OF0861
 OF0861;                    North         East    Units  Estimated Accuracy
 OF0861;SPC NY C     -   364,390.      200,940.      MT  (+/- 180 meters Scaled)
 OF0861
 OF0861                          SUPERSEDED SURVEY CONTROL
 OF0861
 OF0861  NGVD 29 (??/??/92)   80.337  (m)          263.57   (f) ADJ UNCH    1 2
 OF0861
 OF0861.Superseded values are not recommended for survey control.
 OF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0861.See file dsdata.txt to determine how the superseded data were derived.
 OF0861
 OF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN224941(NAD 83)
 OF0861_MARKER: DB = BENCH MARK DISK
 OF0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0861_SP_SET: CULVERT
 OF0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0861
 OF0861  HISTORY     - Date     Condition        Report By
 OF0861  HISTORY     - UNK      MONUMENTED       CGS
 OF0861  HISTORY     - 1942     GOOD             NGS
 OF0861  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF0861  HISTORY     - 19991128 MARK NOT FOUND   USPSQD
 OF0861
 OF0861                          STATION DESCRIPTION
 OF0861
 OF0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0861'AT PULTNEYVILLE.
 OF0861'A 149 A BENCH MARK ESTABLISHED BY THE U.S.C.AND G.S., IN WAYNE
 OF0861'COUNTY, NEW YORK, 0.1 MILE WEST OF INTERSECTION OF LAKE RD. (HWY
 OF0861'18) AND HAMILTON RD. (HWY 21), 46 FEET WEST OF WEST FACE EXTENDED
 OF0861'OF A TWO-STORY DWELLING AT 38 LAKE RD., 20 FEET SOUTH OF CENTERLINE
 OF0861'OF LAKE RD., 0.8 FEET WEST OF EAST FACE AND 0.7 FEET NORTH OF SOUTH
 OF0861'FACE OF CONCRETE CULVERT, ABOUT 2 FOOT BELOW THE ROAD, BEING HIGHEST
 OF0861'POINT OVER A CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE
 OF0861'CULVERT.
 OF0861
 OF0861                          STATION RECOVERY (1984)
 OF0861
 OF0861'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0861'MARK NOT FOUND.
 OF0861
 OF0861                          STATION RECOVERY (1999)
 OF0861
 OF0861'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1208 ***********************************************************************
 OE1208  DESIGNATION -  A 15 RESET 1963
 OE1208  PID         -  OE1208
 OE1208  STATE/COUNTY-  NY/JEFFERSON
 OE1208  USGS QUAD   -  WATERTOWN (1982)
 OE1208
 OE1208                         *CURRENT SURVEY CONTROL
 OE1208  ___________________________________________________________________
 OE1208* NAD 83(1986)-  43 58 31.     (N)    075 54 33.     (W)     SCALED    
 OE1208* NAVD 88     -       136.46   (+/-2cm)     447.7    (feet)  VERTCON   
 OE1208  ___________________________________________________________________
 OE1208  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 OE1208
 OE1208  VERT ORDER  -  THIRD (See Below)
 OE1208
 OE1208.The horizontal coordinates were scaled from a topographic map and have
 OE1208.an estimated accuracy of +/- 6 seconds.
 OE1208
 OE1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1208.The vertical order pertains to the NGVD 29 superseded value.
 OE1208
 OE1208.The geoid height was determined by GEOID03.
 OE1208
 OE1208;                    North         East    Units  Estimated Accuracy
 OE1208;SPC NY C     -   441,740.      304,090.      MT  (+/- 180 meters Scaled)
 OE1208
 OE1208                          SUPERSEDED SURVEY CONTROL
 OE1208
 OE1208  NGVD 29 (09/01/04)  136.59   (m)          448.1    (f) RESET       3  
 OE1208
 OE1208.Superseded values are not recommended for survey control.
 OE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1208.See file dsdata.txt to determine how the superseded data were derived.
 OE1208
 OE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP270695(NAD 83)
 OE1208_MARKER: DB = BENCH MARK DISK
 OE1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1208_SP_SET: BRIDGE
 OE1208_STAMPING: A 15 RESET 1963
 OE1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1208
 OE1208  HISTORY     - Date     Condition        Report By
 OE1208  HISTORY     - 1963     MONUMENTED       CGS
 OE1208
 OE1208                          STATION DESCRIPTION
 OE1208
 OE1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 OE1208'IN WATERTOWN.
 OE1208'AT WATERTOWN, JEFFERSON COUNTY, AT THE NEW YORK CENTRAL RAILROAD YARD
 OE1208'WEST OF MILL STREET IN THE TOP OF THE CONCRETE RETAINING WALL JUST
 OE1208'SOUTH OF AN PARALLEL TO NEWELL STREET 28 FEET WEST OF THE EAST END OF
 OE1208'THE RETAINING WALL, 1 FOOT NORTH OF THE SOUTH EDGE OF THE RETAINING
 OE1208'WALL, AND SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0999 ***********************************************************************
 OF0999  DESIGNATION -  A 150
 OF0999  PID         -  OF0999
 OF0999  STATE/COUNTY-  NY/MONROE
 OF0999  USGS QUAD   -  HILTON (1976)
 OF0999
 OF0999                         *CURRENT SURVEY CONTROL
 OF0999  ___________________________________________________________________
 OF0999* NAD 83(1996)-  43 16 43.41177(N)    077 44 59.66290(W)     ADJUSTED  
 OF0999* NAVD 88     -        84.915  (meters)     278.59   (feet)  ADJUSTED  
 OF0999  ___________________________________________________________________
 OF0999  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 OF0999  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF0999  DYNAMIC HT  -          84.896 (meters)     278.53  (feet)  COMP
 OF0999  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 OF0999
 OF0999  HORZ ORDER  -  SECOND
 OF0999  VERT ORDER  -  FIRST     CLASS II
 OF0999
 OF0999.The horizontal coordinates were established by classical geodetic methods
 OF0999.and adjusted by the National Geodetic Survey in January 1999..
 OF0999
 OF0999.The orthometric height was determined by differential leveling
 OF0999.and adjusted by the National Geodetic Survey in September 1994..
 OF0999
 OF0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF0999
 OF0999.The geoid height was determined by GEOID03.
 OF0999
 OF0999.The dynamic height is computed by dividing the NAVD 88
 OF0999.geopotential number by the normal gravity value computed on the
 OF0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0999.degrees latitude (g = 980.6199 gals.).
 OF0999
 OF0999.The modeled gravity was interpolated from observed gravity values.
 OF0999
 OF0999;                    North         East     Units Scale Factor Converg.
 OF0999;SPC NY W     -   364,470.526   417,646.375   MT  0.99999377   +0 34 17.0
 OF0999;SPC NY W     - 1,195,767.05  1,370,228.15   sFT  0.99999377   +0 34 17.0
 OF0999;UTM  18      - 4,795,439.807   276,870.187   MT  1.00021248   -1 53 09.5
 OF0999
 OF0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF0999!SPC NY W     -   0.99999230  x   0.99999377  =   0.99998607
 OF0999!UTM  18      -   0.99999230  x   1.00021248  =   1.00020477
 OF0999
 OF0999                          SUPERSEDED SURVEY CONTROL
 OF0999
 OF0999  NAD 83(1986)-  43 16 43.41855(N)    077 44 59.66180(W) AD(       ) 2
 OF0999  NAD 27      -  43 16 43.19965(N)    077 45 00.63514(W) AD(       ) 2
 OF0999  NAVD 88 (06/15/91)   84.924  (m)          278.62   (f) UNKNOWN     1 2
 OF0999  NGVD 29 (??/??/92)   85.112  (m)          279.24   (f) ADJ UNCH    1 2
 OF0999
 OF0999.Superseded values are not recommended for survey control.
 OF0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0999.See file dsdata.txt to determine how the superseded data were derived.
 OF0999
 OF0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7687095440(NAD 83)
 OF0999_MARKER: DB = BENCH MARK DISK
 OF0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0999_SP_SET: CULVERT
 OF0999_STAMPING: A 150 1942
 OF0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0999
 OF0999  HISTORY     - Date     Condition        Report By
 OF0999  HISTORY     - 1942     MONUMENTED       CGS
 OF0999  HISTORY     - 1974     GOOD             NY-055
 OF0999
 OF0999                          STATION DESCRIPTION
 OF0999
 OF0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0999'2.9 MI E FROM HILTON.
 OF0999'ABOUT 2 MILES EAST ALONG NYCRR
 OF0999'TO REACH FROM POST OFFICE AT HILTON, PROCEED ABOUT 2.3 MILES EASTERLY
 OF0999'ALONG EAST AVENUE AND WILDER ROAD TO INTERSECTION OF WILDER AND
 OF0999'MANITOU ROADS, THENCE GO ABOUT 0.6 MILES SOUTHERLY TO INTERSECTION
 OF0999'OF NEW YORK CENTRAL RAILROAD AND MANITOU ROAD TO SITE OF BENCH MARK..
 OF0999'BENCH MARK IS LOCATED ABOUT 8.0 FEET NORTH OF CENTER LINE OF
 OF0999'RAILROAD TRACK. ABOUT 33.0 FEET EAST OF AND LEVEL WITH CENTER LINE OF
 OF0999'MANITOU ROAD. SET IN NORTHWEST END OF HEADWALL OF ROCK CONCRETE
 OF0999'CULVERT, WITH A 3.0 FOOT IRON PIPE DRAIN.
 OF0999
 OF0999                          STATION RECOVERY (1974)
 OF0999
 OF0999'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF0999'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF0999'IN GREECE ON E SIDE OF MANITOU RD, 0.4 MI N OF BURRITT RD, 0.7 MI S OF
 OF0999'FRISBEE RD, 33.0 FT E OF CL OF MANITOU RD, 22.0 FT E OF EDGE OF
 OF0999'PAVEMENT, 33.5 FT SE OF UTILITY POLE RGE T265 OTC 14, AND 2.0 FT E OF
 OF0999'MONROE COUNTY WITNESS POST.  STATION IS A STANDARD NYSS DISK
 OF0999'STAMPED---A-150---IN CONCRETE CULVERT AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0550 ***********************************************************************
 NB0550  DESIGNATION -  A 151
 NB0550  PID         -  NB0550
 NB0550  STATE/COUNTY-  NY/SENECA
 NB0550  USGS QUAD   -  SENECA FALLS (1978)
 NB0550
 NB0550                         *CURRENT SURVEY CONTROL
 NB0550  ___________________________________________________________________
 NB0550* NAD 83(1986)-  42 55 55.     (N)    076 51 17.     (W)     SCALED    
 NB0550* NAVD 88     -       146.342  (meters)     480.12   (feet)  ADJUSTED  
 NB0550  ___________________________________________________________________
 NB0550  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NB0550  DYNAMIC HT  -         146.304 (meters)     480.00  (feet)  COMP
 NB0550  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 NB0550
 NB0550  VERT ORDER  -  SECOND    CLASS 0
 NB0550
 NB0550.The horizontal coordinates were scaled from a topographic map and have
 NB0550.an estimated accuracy of +/- 6 seconds.
 NB0550
 NB0550.The orthometric height was determined by differential leveling
 NB0550.and adjusted by the National Geodetic Survey in June 1991..
 NB0550
 NB0550.The geoid height was determined by GEOID03.
 NB0550
 NB0550.The dynamic height is computed by dividing the NAVD 88
 NB0550.geopotential number by the normal gravity value computed on the
 NB0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0550.degrees latitude (g = 980.6199 gals.).
 NB0550
 NB0550.The modeled gravity was interpolated from observed gravity values.
 NB0550
 NB0550;                    North         East    Units  Estimated Accuracy
 NB0550;SPC NY C     -   325,650.      227,850.      MT  (+/- 180 meters Scaled)
 NB0550
 NB0550                          SUPERSEDED SURVEY CONTROL
 NB0550
 NB0550  NGVD 29 (??/??/92)  146.508  (m)          480.67   (f) ADJ UNCH    2 0
 NB0550
 NB0550.Superseded values are not recommended for survey control.
 NB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0550.See file dsdata.txt to determine how the superseded data were derived.
 NB0550
 NB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN486549(NAD 83)
 NB0550_MARKER: DB = BENCH MARK DISK
 NB0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0550_SP_SET: BRIDGE ABUTMENT
 NB0550_STAMPING: A 151 1942
 NB0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0550
 NB0550  HISTORY     - Date     Condition        Report By
 NB0550  HISTORY     - 1942     MONUMENTED       CGS
 NB0550  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0550  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0550
 NB0550                          STATION DESCRIPTION
 NB0550
 NB0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0550'2.3 MI N FROM WATERLOO.
 NB0550'TO REACH FROM WATERLOO POST OFFICE, GO ABOUT 0.3 MILE EASTERLY
 NB0550'TO INTERSECTION OF ROAD TO CLYDE (SWIFT ST.) THENCE GO ABOUT 0.8 MILE
 NB0550'NORTHERLY TO OIL ROAD LEADING NORTH, THENCE GO ABOUT 1.2 MILE NORTH
 NB0550'TO A 15.0 FOOT IRON RAIL BRIDGE AND SITE OF BENCH MARK. BENCH MARK IS
 NB0550'IN NORTH EAST WING WALL OF EAST CONCRETE ABUTMENT, ABOUT 10.0 FEET
 NB0550'EAST OF AND 1.0 FOOT BELOW CENTER LINE OF OIL ROAD. SET HORIZONTAL
 NB0550'AND FLUSH.
 NB0550
 NB0550                          STATION RECOVERY (1985)
 NB0550
 NB0550'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0550'MARK NOT FOUND.
 NB0550
 NB0550                          STATION RECOVERY (1995)
 NB0550
 NB0550'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0819 ***********************************************************************
 OF0819  DESIGNATION -  A 152
 OF0819  PID         -  OF0819
 OF0819  STATE/COUNTY-  NY/WAYNE
 OF0819  USGS QUAD   -  WILLIAMSON (1978)
 OF0819
 OF0819                         *CURRENT SURVEY CONTROL
 OF0819  ___________________________________________________________________
 OF0819* NAD 83(1986)-  43 13 57.     (N)    077 13 51.     (W)     SCALED    
 OF0819* NAVD 88     -       124.537  (meters)     408.59   (feet)  ADJUSTED  
 OF0819  ___________________________________________________________________
 OF0819  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OF0819  DYNAMIC HT  -         124.508 (meters)     408.49  (feet)  COMP
 OF0819  MODELED GRAV-     980,391.2   (mgal)                       NAVD 88
 OF0819
 OF0819  VERT ORDER  -  SECOND    CLASS 0
 OF0819
 OF0819.The horizontal coordinates were scaled from a topographic map and have
 OF0819.an estimated accuracy of +/- 6 seconds.
 OF0819
 OF0819.The orthometric height was determined by differential leveling
 OF0819.and adjusted by the National Geodetic Survey in June 1991..
 OF0819
 OF0819.The geoid height was determined by GEOID03.
 OF0819
 OF0819.The dynamic height is computed by dividing the NAVD 88
 OF0819.geopotential number by the normal gravity value computed on the
 OF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0819.degrees latitude (g = 980.6199 gals.).
 OF0819
 OF0819.The modeled gravity was interpolated from observed gravity values.
 OF0819
 OF0819;                    North         East    Units  Estimated Accuracy
 OF0819;SPC NY C     -   359,200.      197,410.      MT  (+/- 180 meters Scaled)
 OF0819
 OF0819                          SUPERSEDED SURVEY CONTROL
 OF0819
 OF0819  NGVD 29 (??/??/92)  124.738  (m)          409.24   (f) ADJ UNCH    2 0
 OF0819
 OF0819.Superseded values are not recommended for survey control.
 OF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0819.See file dsdata.txt to determine how the superseded data were derived.
 OF0819
 OF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN188890(NAD 83)
 OF0819_MARKER: DB = BENCH MARK DISK
 OF0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0819_SP_SET: CULVERT
 OF0819_STAMPING: A 152 1942
 OF0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0819+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 OF0819
 OF0819  HISTORY     - Date     Condition        Report By
 OF0819  HISTORY     - 1942     MONUMENTED       CGS
 OF0819  HISTORY     - 1967     GOOD             LOCENG
 OF0819  HISTORY     - 19870411 GOOD             USPSQD
 OF0819  HISTORY     - 20060506 GOOD             USPSQD
 OF0819
 OF0819                          STATION DESCRIPTION
 OF0819
 OF0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0819'2.2 MI W FROM WILLIAMSON.
 OF0819'2.2 MILES WEST ALONG THE NEW YORK CENTRAL R.R. FROM STATION.
 OF0819'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 OF0819'CONCRETE HEADWALL OF A 36 INCH CAST IRON PIPE CULVERT, ABOUT 0.7
 OF0819'MILE WEST OF A ROAD CROSSING, 0.4 MILE EAST OF MILE POST NO. 74,
 OF0819'12 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF THE
 OF0819'RAILROAD.
 OF0819
 OF0819                          STATION RECOVERY (1967)
 OF0819
 OF0819'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OF0819'RECOVERED IN GOOD CONDITION.
 OF0819
 OF0819                          STATION RECOVERY (1987)
 OF0819
 OF0819'RECOVERY NOTE BY US POWER SQUADRON 1987 (AD)
 OF0819'RECOVERED IN GOOD CONDITION.
 OF0819
 OF0819                          STATION RECOVERY (2006)
 OF0819
 OF0819'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0695 ***********************************************************************
 OF0695  DESIGNATION -  A 153
 OF0695  PID         -  OF0695
 OF0695  STATE/COUNTY-  NY/WAYNE
 OF0695  USGS QUAD   -  WOLCOTT (1978)
 OF0695
 OF0695                         *CURRENT SURVEY CONTROL
 OF0695  ___________________________________________________________________
 OF0695* NAD 83(1986)-  43 10 00.     (N)    076 46 19.     (W)     SCALED    
 OF0695* NAVD 88     -       122.391  (meters)     401.54   (feet)  ADJUSTED  
 OF0695  ___________________________________________________________________
 OF0695  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OF0695  DYNAMIC HT  -         122.362 (meters)     401.45  (feet)  COMP
 OF0695  MODELED GRAV-     980,382.1   (mgal)                       NAVD 88
 OF0695
 OF0695  VERT ORDER  -  SECOND    CLASS 0
 OF0695
 OF0695.The horizontal coordinates were scaled from a topographic map and have
 OF0695.an estimated accuracy of +/- 6 seconds.
 OF0695
 OF0695.The orthometric height was determined by differential leveling
 OF0695.and adjusted by the National Geodetic Survey in June 1991..
 OF0695
 OF0695.The geoid height was determined by GEOID03.
 OF0695
 OF0695.The dynamic height is computed by dividing the NAVD 88
 OF0695.geopotential number by the normal gravity value computed on the
 OF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0695.degrees latitude (g = 980.6199 gals.).
 OF0695
 OF0695.The modeled gravity was interpolated from observed gravity values.
 OF0695
 OF0695;                    North         East    Units  Estimated Accuracy
 OF0695;SPC NY C     -   351,700.      234,660.      MT  (+/- 180 meters Scaled)
 OF0695
 OF0695                          SUPERSEDED SURVEY CONTROL
 OF0695
 OF0695  NGVD 29 (??/??/92)  122.585  (m)          402.18   (f) ADJ UNCH    2 0
 OF0695
 OF0695.Superseded values are not recommended for survey control.
 OF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0695.See file dsdata.txt to determine how the superseded data were derived.
 OF0695
 OF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN559808(NAD 83)
 OF0695_MARKER: DB = BENCH MARK DISK
 OF0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0695_SP_SET: BRIDGE
 OF0695_STAMPING: A 153 1942
 OF0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0695
 OF0695  HISTORY     - Date     Condition        Report By
 OF0695  HISTORY     - 1942     MONUMENTED       CGS
 OF0695  HISTORY     - 1969     GOOD             KONSKI
 OF0695  HISTORY     - 19950623 GOOD             USPSQD
 OF0695
 OF0695                          STATION DESCRIPTION
 OF0695
 OF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0695'4.7 MI SE FROM WOLCOTT.
 OF0695'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO.104 AND STATE
 OF0695'HIGHWAY NO.89 AT WOLCOTT, PROCEED SOUTHEASTERLY ON STATE HIGHWAY NO.
 OF0695'89, GO 0.9 MILES TO THE INTERSECTION OF ROAD TO SPRINGLAKE, CONTINUE
 OF0695'SOUTHEASTERLY ON ROAD TO SPRINGLAKE, GO 2.6 MILES TO THE INTERSECTION
 OF0695'OF ROAD TO BUTLER CENTER, TURN SOUTHERLY, (RIGHT) AND GO 1.2 MILES
 OF0695'TO BUTLER CENTER AND SITE OF BENCH MARK.
 OF0695'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 OF0695'HEADWALL OF A SMALL CONCRETE BRIDGE OVER THE MILL RACE, 12 FEET SOUTH
 OF0695'OF AND ABOUT 0.5 FEET ABOVE THE CENTER LINE OF THE ROAD, 0.8 FEET
 OF0695'SOUTHWEST OF EAST GUARD RAIL POST.
 OF0695
 OF0695                          STATION RECOVERY (1969)
 OF0695
 OF0695'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0695'RECOVERED IN GOOD CONDITION.
 OF0695
 OF0695                          STATION RECOVERY (1995)
 OF0695
 OF0695'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0019 ***********************************************************************
 NC0019  DESIGNATION -  A 1.54
 NC0019  PID         -  NC0019
 NC0019  STATE/COUNTY-  NY/WYOMING
 NC0019  USGS QUAD   -  CASTILE (1976)
 NC0019
 NC0019                         *CURRENT SURVEY CONTROL
 NC0019  ___________________________________________________________________
 NC0019* NAD 83(1986)-  42 39 41.     (N)    078 04 16.     (W)     SCALED    
 NC0019* NAVD 88     -       424.14   (+/-2cm)    1391.5    (feet)  VERTCON   
 NC0019  ___________________________________________________________________
 NC0019  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NC0019
 NC0019  VERT ORDER  -  THIRD (See Below)
 NC0019
 NC0019.The horizontal coordinates were scaled from a topographic map and have
 NC0019.an estimated accuracy of +/- 6 seconds.
 NC0019
 NC0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0019.The vertical order pertains to the NGVD 29 superseded value.
 NC0019
 NC0019.The geoid height was determined by GEOID03.
 NC0019
 NC0019;                    North         East    Units  Estimated Accuracy
 NC0019;SPC NY W     -   295,680.      391,990.      MT  (+/- 180 meters Scaled)
 NC0019
 NC0019                          SUPERSEDED SURVEY CONTROL
 NC0019
 NC0019  NGVD 29 (??/??/??)  424.28   (m)         1392.0    (f) RESET       3  
 NC0019
 NC0019.Superseded values are not recommended for survey control.
 NC0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0019.See file dsdata.txt to determine how the superseded data were derived.
 NC0019
 NC0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH400273(NAD 83)
 NC0019_MARKER: DD = SURVEY DISK
 NC0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0019+STABILITY: SURFACE MOTION
 NC0019
 NC0019  HISTORY     - Date     Condition        Report By
 NC0019  HISTORY     - UNK      MONUMENTED       BORR
 NC0019  HISTORY     - 1929     GOOD             NGS
 NC0019  HISTORY     - 1972     MARK NOT FOUND   USGS
 NC0019
 NC0019                          STATION DESCRIPTION
 NC0019
 NC0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0019'IN PERRY.
 NC0019'BENCH MARK POST 25.0 ON LEFT.
 NC0019
 NC0019                          STATION RECOVERY (1972)
 NC0019
 NC0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NC0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0899 ***********************************************************************
 NB0899  DESIGNATION -  A 155
 NB0899  PID         -  NB0899
 NB0899  STATE/COUNTY-  NY/ONTARIO
 NB0899  USGS QUAD   -  CANANDAIGUA (1978)
 NB0899
 NB0899                         *CURRENT SURVEY CONTROL
 NB0899  ___________________________________________________________________
 NB0899* NAD 83(1986)-  42 53 44.     (N)    077 15 44.     (W)     SCALED    
 NB0899* NAVD 88     -       211.479  (meters)     693.83   (feet)  ADJUSTED  
 NB0899  ___________________________________________________________________
 NB0899  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NB0899  DYNAMIC HT  -         211.418 (meters)     693.63  (feet)  COMP
 NB0899  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 NB0899
 NB0899  VERT ORDER  -  SECOND    CLASS 0
 NB0899
 NB0899.The horizontal coordinates were scaled from a topographic map and have
 NB0899.an estimated accuracy of +/- 6 seconds.
 NB0899
 NB0899.The orthometric height was determined by differential leveling
 NB0899.and adjusted by the National Geodetic Survey in June 1991..
 NB0899
 NB0899.The geoid height was determined by GEOID03.
 NB0899
 NB0899.The dynamic height is computed by dividing the NAVD 88
 NB0899.geopotential number by the normal gravity value computed on the
 NB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0899.degrees latitude (g = 980.6199 gals.).
 NB0899
 NB0899.The modeled gravity was interpolated from observed gravity values.
 NB0899
 NB0899;                    North         East    Units  Estimated Accuracy
 NB0899;SPC NY C     -   321,790.      194,550.      MT  (+/- 180 meters Scaled)
 NB0899
 NB0899                          SUPERSEDED SURVEY CONTROL
 NB0899
 NB0899  NGVD 29 (??/??/92)  211.637  (m)          694.35   (f) ADJ UNCH    2 0
 NB0899
 NB0899.Superseded values are not recommended for survey control.
 NB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0899.See file dsdata.txt to determine how the superseded data were derived.
 NB0899
 NB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN152516(NAD 83)
 NB0899_MARKER: DB = BENCH MARK DISK
 NB0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0899_STAMPING: A 155 1942
 NB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0899+STABILITY: SURFACE MOTION
 NB0899
 NB0899  HISTORY     - Date     Condition        Report By
 NB0899  HISTORY     - 1942     MONUMENTED       CGS
 NB0899  HISTORY     - 19891007 GOOD             USPSQD
 NB0899  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 NB0899
 NB0899                          STATION DESCRIPTION
 NB0899
 NB0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0899'1.1 MI E FROM CANANDAIGUA.
 NB0899'TO REACH FROM THE COURTHOUSE AT CANANDAIGUA. PROCEED 1.1 MILES
 NB0899'EAST ON AN IMPROVED ROAD TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0899'270.0 FEET SOUTH OF THE PENNSYLVANIA RAILROAD, ABOUT 285.0 FEET WEST
 NB0899'OF A FRAME HOUSE, AND 27.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW
 NB0899'THE CENTERLINE OF ROAD.
 NB0899'IT IS 3.0 FEET WEST OF A HIGHLINE POLE AND 3.0 FEET EAST OF A 4X4
 NB0899'INCH WOODEN MARKER POST.--MONUMENT PROJECTS 0.3 FOOT.
 NB0899
 NB0899                          STATION RECOVERY (1989)
 NB0899
 NB0899'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB0899'RECOVERED IN GOOD CONDITION.
 NB0899
 NB0899                          STATION RECOVERY (2005)
 NB0899
 NB0899'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0899'CEMENT BLOCK PRESENT AS DESCRIBED BUT THE ACTUAL MARKER WAS MISSING.
 NB0899'THE ONLY FURTHER EVIDENCE WAS THE CENTER PIN WAS NOTED IN THE CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1386 ***********************************************************************
 NB1386  DESIGNATION -  A 156
 NB1386  PID         -  NB1386
 NB1386  STATE/COUNTY-  NY/LIVINGSTON
 NB1386  USGS QUAD   -  HONEOYE (1951)
 NB1386
 NB1386                         *CURRENT SURVEY CONTROL
 NB1386  ___________________________________________________________________
 NB1386* NAD 83(1986)-  42 49 17.     (N)    077 36 34.     (W)     SCALED    
 NB1386* NAVD 88     -       329.348  (meters)    1080.54   (feet)  ADJUSTED  
 NB1386  ___________________________________________________________________
 NB1386  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NB1386  DYNAMIC HT  -         329.249 (meters)    1080.21  (feet)  COMP
 NB1386  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 NB1386
 NB1386  VERT ORDER  -  SECOND    CLASS 0
 NB1386
 NB1386.The horizontal coordinates were scaled from a topographic map and have
 NB1386.an estimated accuracy of +/- 6 seconds.
 NB1386
 NB1386.The orthometric height was determined by differential leveling
 NB1386.and adjusted by the National Geodetic Survey in June 1991..
 NB1386
 NB1386.The geoid height was determined by GEOID03.
 NB1386
 NB1386.The dynamic height is computed by dividing the NAVD 88
 NB1386.geopotential number by the normal gravity value computed on the
 NB1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1386.degrees latitude (g = 980.6199 gals.).
 NB1386
 NB1386.The modeled gravity was interpolated from observed gravity values.
 NB1386
 NB1386;                    North         East    Units  Estimated Accuracy
 NB1386;SPC NY W     -   313,790.      429,640.      MT  (+/- 180 meters Scaled)
 NB1386
 NB1386                          SUPERSEDED SURVEY CONTROL
 NB1386
 NB1386  NGVD 29 (??/??/92)  329.498  (m)         1081.03   (f) ADJ UNCH    2 0
 NB1386
 NB1386.Superseded values are not recommended for survey control.
 NB1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1386.See file dsdata.txt to determine how the superseded data were derived.
 NB1386
 NB1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN866442(NAD 83)
 NB1386_MARKER: DB = BENCH MARK DISK
 NB1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1386_SP_SET: CULVERT
 NB1386_STAMPING: A 156-1942
 NB1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1386
 NB1386  HISTORY     - Date     Condition        Report By
 NB1386  HISTORY     - 1942     MONUMENTED       CGS
 NB1386  HISTORY     - 19910405 GOOD             USPSQD
 NB1386
 NB1386                          STATION DESCRIPTION
 NB1386
 NB1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1386'6.0 MI S FROM LIMA.
 NB1386'TO REACH FROM POST OFFICE IN LIMA--GO 6.0 MILES SOUTH ON STATE
 NB1386'HWY. NO. 15A, TO SITE OF BENCH MARK. BENCH MARK IS IN THE CENTER
 NB1386'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, ABOUT 300.0 FEET
 NB1386'NORTH OF U.S. HWY. NO. 20A AND STATE HWY. NO. 15A INTERSECTION,
 NB1386'58.0 FEET EAST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF A
 NB1386'CROSS ROAD, 28.0 FEET SOUTH OF THE CENTER OF ROAD RUNNING EAST AND
 NB1386'WEST, 63.0 FEET NORTH OF HIGH-LINE POLE NO. 137-RTC-73, AND ABOUT
 NB1386'111.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE HOUSE. NOTE--
 NB1386'THIS B.M. IS ALSO 6.2 MILES NORTHWWEST OF HONEOYE.
 NB1386
 NB1386                          STATION RECOVERY (1991)
 NB1386
 NB1386'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1486 ***********************************************************************
 NB1486  DESIGNATION -  A 157
 NB1486  PID         -  NB1486
 NB1486  STATE/COUNTY-  NY/LIVINGSTON
 NB1486  USGS QUAD   -  OSSIAN (1972)
 NB1486
 NB1486                         *CURRENT SURVEY CONTROL
 NB1486  ___________________________________________________________________
 NB1486* NAD 83(1986)-  42 32 52.     (N)    077 52 14.     (W)     SCALED    
 NB1486* NAVD 88     -       560.329  (meters)    1838.35   (feet)  ADJUSTED  
 NB1486  ___________________________________________________________________
 NB1486  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB1486  DYNAMIC HT  -         560.129 (meters)    1837.69  (feet)  COMP
 NB1486  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 NB1486
 NB1486  VERT ORDER  -  SECOND    CLASS 0
 NB1486
 NB1486.The horizontal coordinates were scaled from a topographic map and have
 NB1486.an estimated accuracy of +/- 6 seconds.
 NB1486
 NB1486.The orthometric height was determined by differential leveling
 NB1486.and adjusted by the National Geodetic Survey in June 1991..
 NB1486
 NB1486.The geoid height was determined by GEOID03.
 NB1486
 NB1486.The dynamic height is computed by dividing the NAVD 88
 NB1486.geopotential number by the normal gravity value computed on the
 NB1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1486.degrees latitude (g = 980.6199 gals.).
 NB1486
 NB1486.The modeled gravity was interpolated from observed gravity values.
 NB1486
 NB1486;                    North         East    Units  Estimated Accuracy
 NB1486;SPC NY W     -   283,180.      408,540.      MT  (+/- 180 meters Scaled)
 NB1486
 NB1486                          SUPERSEDED SURVEY CONTROL
 NB1486
 NB1486  NGVD 29 (??/??/92)  560.463  (m)         1838.79   (f) ADJ UNCH    2 0
 NB1486
 NB1486.Superseded values are not recommended for survey control.
 NB1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1486.See file dsdata.txt to determine how the superseded data were derived.
 NB1486
 NB1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN643145(NAD 83)
 NB1486_MARKER: DB = BENCH MARK DISK
 NB1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1486_STAMPING: A 157-1942
 NB1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1486+STABILITY: SURFACE MOTION
 NB1486
 NB1486  HISTORY     - Date     Condition        Report By
 NB1486  HISTORY     - 1942     MONUMENTED       CGS
 NB1486
 NB1486                          STATION DESCRIPTION
 NB1486
 NB1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1486'6.4 MI E FROM DALTON.
 NB1486'TO REACH FROM THE ERIE RAILROAD STATION IN DALTON--GO 3.6 MILES
 NB1486'SOUTHEAST ALONG RAILROAD AND STATE HIGHWAY NO. 408A, TO AN IMPROVED
 NB1486'COUNTRY ROAD GOING NORTHEAST, THENCE GO 2.1 MILES NORTHEAST TO A
 NB1486'CROSS ROAD, THENCE GO 0.7 MILE EAST ON DIRT ROAD, TO SITE OF BENCH
 NB1486'MARK. BENCH MARK IS 40.0 FEET NORTHEAST OF THE NORTHEAST
 NB1486'CORNER OF A HOUSE,
 NB1486'17.0 FEET EAST OF A YARD GATE, 8.2 FEET WEST OF YARD FENCE CORNER,
 NB1486'1.0 FOOT NORTH OF FENCE, 23.0 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE
 NB1486'CENTER OF ROAD, ABOUT 100.0 FEET WEST OF A BARN, AND 2.0 FEET WEST OF
 NB1486'MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0194 ***********************************************************************
 NB0194  DESIGNATION -  A 158
 NB0194  PID         -  NB0194
 NB0194  STATE/COUNTY-  NY/CORTLAND
 NB0194  USGS QUAD   -  CORTLAND (1955)
 NB0194
 NB0194                         *CURRENT SURVEY CONTROL
 NB0194  ___________________________________________________________________
 NB0194* NAD 83(1986)-  42 36 03.     (N)    076 11 25.     (W)     SCALED    
 NB0194* NAVD 88     -       344.524  (meters)    1130.33   (feet)  ADJUSTED  
 NB0194  ___________________________________________________________________
 NB0194  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 NB0194  DYNAMIC HT  -         344.409 (meters)    1129.95  (feet)  COMP
 NB0194  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 NB0194
 NB0194  VERT ORDER  -  SECOND    CLASS 0
 NB0194
 NB0194.The horizontal coordinates were scaled from a topographic map and have
 NB0194.an estimated accuracy of +/- 6 seconds.
 NB0194
 NB0194.The orthometric height was determined by differential leveling
 NB0194.and adjusted by the National Geodetic Survey in June 1991..
 NB0194
 NB0194.The geoid height was determined by GEOID03.
 NB0194
 NB0194.The dynamic height is computed by dividing the NAVD 88
 NB0194.geopotential number by the normal gravity value computed on the
 NB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0194.degrees latitude (g = 980.6199 gals.).
 NB0194
 NB0194.The modeled gravity was interpolated from observed gravity values.
 NB0194
 NB0194;                    North         East    Units  Estimated Accuracy
 NB0194;SPC NY C     -   288,910.      282,260.      MT  (+/- 180 meters Scaled)
 NB0194
 NB0194                          SUPERSEDED SURVEY CONTROL
 NB0194
 NB0194  NGVD 29 (??/??/92)  344.663  (m)         1130.78   (f) ADJ UNCH    2 0
 NB0194
 NB0194.Superseded values are not recommended for survey control.
 NB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0194.See file dsdata.txt to determine how the superseded data were derived.
 NB0194
 NB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN023171(NAD 83)
 NB0194_MARKER: DB = BENCH MARK DISK
 NB0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0194_SP_SET: BUILDING
 NB0194_STAMPING: A 158 1942
 NB0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0194
 NB0194  HISTORY     - Date     Condition        Report By
 NB0194  HISTORY     - 1942     MONUMENTED       CGS
 NB0194  HISTORY     - 19910110 GOOD             USPSQD
 NB0194  HISTORY     - 20050826 GOOD             GEOCAC
 NB0194
 NB0194                          STATION DESCRIPTION
 NB0194
 NB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0194'1.0 MI W FROM CORTLAND.
 NB0194'1.0 MILE WEST ALONG STATE HIGHWAY 222 FROM THE ERIE-LACKAWANNA
 NB0194'RAILROAD STATION AT CORTLAND, CORTLAND COUNTY, 59 FEET SOUTH OF THE
 NB0194'CENTERLINE OF THE HIGHWAY, AT THE OLDSMOBILE GARAGE OWNED IN 1942
 NB0194'BY J. P. RYANS SONS, INC., 18.2 FEET NORTH OF THE CENTER OF A SIDE
 NB0194'DOOR ON THE EAST SIDE OF THE BUILDING, IN THE EAST WALL, 1.4 FEET
 NB0194'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE
 NB0194'THE GROUND. A STANDARD DISK, STAMPED A 158 1942 AND SET VERTICALLY.
 NB0194
 NB0194                          STATION RECOVERY (1991)
 NB0194
 NB0194'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0194'RECOVERED IN GOOD CONDITION.
 NB0194
 NB0194                          STATION RECOVERY (2005)
 NB0194
 NB0194'RECOVERY NOTE BY GEOCACHING 2005 (DE)
 NB0194'THE BUILDING ON WHICH THE MARK IS LOCATED IS NOW A TALLMADGE TIRE
 NB0194'SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1378 ***********************************************************************
 NB1378  DESIGNATION -  A 160
 NB1378  PID         -  NB1378
 NB1378  STATE/COUNTY-  NY/LIVINGSTON
 NB1378  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1378
 NB1378                         *CURRENT SURVEY CONTROL
 NB1378  ___________________________________________________________________
 NB1378* NAD 83(1986)-  42 55 50.     (N)    077 36 41.     (W)     SCALED    
 NB1378* NAVD 88     -       224.875  (meters)     737.78   (feet)  ADJUSTED  
 NB1378  ___________________________________________________________________
 NB1378  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NB1378  DYNAMIC HT  -         224.812 (meters)     737.57  (feet)  COMP
 NB1378  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 NB1378
 NB1378  VERT ORDER  -  SECOND    CLASS 0
 NB1378
 NB1378.The horizontal coordinates were scaled from a topographic map and have
 NB1378.an estimated accuracy of +/- 6 seconds.
 NB1378
 NB1378.The orthometric height was determined by differential leveling
 NB1378.and adjusted by the National Geodetic Survey in June 1991..
 NB1378
 NB1378.The geoid height was determined by GEOID03.
 NB1378
 NB1378.The dynamic height is computed by dividing the NAVD 88
 NB1378.geopotential number by the normal gravity value computed on the
 NB1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1378.degrees latitude (g = 980.6199 gals.).
 NB1378
 NB1378.The modeled gravity was interpolated from observed gravity values.
 NB1378
 NB1378;                    North         East    Units  Estimated Accuracy
 NB1378;SPC NY W     -   325,910.      429,340.      MT  (+/- 180 meters Scaled)
 NB1378
 NB1378                          SUPERSEDED SURVEY CONTROL
 NB1378
 NB1378  NGVD 29 (??/??/92)  225.030  (m)          738.29   (f) ADJ UNCH    2 0
 NB1378
 NB1378.Superseded values are not recommended for survey control.
 NB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1378.See file dsdata.txt to determine how the superseded data were derived.
 NB1378
 NB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN869564(NAD 83)
 NB1378_MARKER: DB = BENCH MARK DISK
 NB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1378_STAMPING: A 160 1942
 NB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1378+STABILITY: SURFACE MOTION
 NB1378
 NB1378  HISTORY     - Date     Condition        Report By
 NB1378  HISTORY     - 1942     MONUMENTED       CGS
 NB1378  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1378
 NB1378                          STATION DESCRIPTION
 NB1378
 NB1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1378'1.9 MI N FROM LIMA.
 NB1378'TO REACH FROM THE SAINT ROSES SCHOOL AT LIMA--PROCEED NORTHERLY
 NB1378'ALONG NEW YORK STATE HIGHWAY NO 15A 1.9 MILES TO THE SITE OF THE
 NB1378'BENCH MARK. BENCH MARK IS 5.5 FEET NORTH OF POWER POLE NUMBERED
 NB1378'NL059 AND IN LINE WITH ROW OF POLES LEADING SOUTH. IT IS 31.4 FEET
 NB1378'EAST OF AND ABOUT 1.1 FOOT ABOVE THE CENTER LINE OF PAVEMENT.
 NB1378'THE MONUMENT PROJECTED 0.3 FOOT.
 NB1378
 NB1378                          STATION RECOVERY (1990)
 NB1378
 NB1378'RECOVERY NOTE BY US POWER SQUADRON 1990 (MEG)
 NB1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1388 ***********************************************************************
 NB1388  DESIGNATION -  A 161
 NB1388  PID         -  NB1388
 NB1388  STATE/COUNTY-  NY/LIVINGSTON
 NB1388  USGS QUAD   -  GENESEO (1978)
 NB1388
 NB1388                         *CURRENT SURVEY CONTROL
 NB1388  ___________________________________________________________________
 NB1388* NAD 83(1986)-  42 48 23.     (N)    077 49 34.     (W)     SCALED    
 NB1388* NAVD 88     -       169.168  (meters)     555.01   (feet)  ADJUSTED  
 NB1388  ___________________________________________________________________
 NB1388  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NB1388  DYNAMIC HT  -         169.121 (meters)     554.86  (feet)  COMP
 NB1388  MODELED GRAV-     980,339.8   (mgal)                       NAVD 88
 NB1388
 NB1388  VERT ORDER  -  SECOND    CLASS 0
 NB1388
 NB1388.The horizontal coordinates were scaled from a topographic map and have
 NB1388.an estimated accuracy of +/- 6 seconds.
 NB1388
 NB1388.The orthometric height was determined by differential leveling
 NB1388.and adjusted by the National Geodetic Survey in June 1991..
 NB1388
 NB1388.The geoid height was determined by GEOID03.
 NB1388
 NB1388.The dynamic height is computed by dividing the NAVD 88
 NB1388.geopotential number by the normal gravity value computed on the
 NB1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1388.degrees latitude (g = 980.6199 gals.).
 NB1388
 NB1388.The modeled gravity was interpolated from observed gravity values.
 NB1388
 NB1388;                    North         East    Units  Estimated Accuracy
 NB1388;SPC NY W     -   311,940.      411,930.      MT  (+/- 180 meters Scaled)
 NB1388
 NB1388                          SUPERSEDED SURVEY CONTROL
 NB1388
 NB1388  NGVD 29 (??/??/92)  169.333  (m)          555.55   (f) ADJ UNCH    2 0
 NB1388
 NB1388.Superseded values are not recommended for survey control.
 NB1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1388.See file dsdata.txt to determine how the superseded data were derived.
 NB1388
 NB1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN689431(NAD 83)
 NB1388_MARKER: DB = BENCH MARK DISK
 NB1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1388_SP_SET: CULVERT
 NB1388_STAMPING: A 161 1942
 NB1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1388
 NB1388  HISTORY     - Date     Condition        Report By
 NB1388  HISTORY     - 1942     MONUMENTED       CGS
 NB1388
 NB1388                          STATION DESCRIPTION
 NB1388
 NB1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1388'1.0 MI W FROM GENESEO.
 NB1388'TO REACH FROM HIGH SCHOOL AT GENESEO. PROCEED NORTHWESTERLY ALONG
 NB1388'NEW YORK STATE HIGHWAY NO. 63 1.1 MILE TO THE SITE OF THE BENCH MARK
 NB1388'BENCH MARK IS IN SOUTH HEADWALL OF CONCRETE ROAD CULVERT AND 1.0 FEET
 NB1388'WEST OF EAST END OF HEADWALL. IT IS ABOUT 255.0 FEET WEST OF SOUTH
 NB1388'WEST END OF BRIDGE ACROSS GENESEO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1429 ***********************************************************************
 NB1429  DESIGNATION -  A 162
 NB1429  PID         -  NB1429
 NB1429  STATE/COUNTY-  NY/ONTARIO
 NB1429  USGS QUAD   -  SPRINGWATER (1942)
 NB1429
 NB1429                         *CURRENT SURVEY CONTROL
 NB1429  ___________________________________________________________________
 NB1429* NAD 83(1986)-  42 40 21.     (N)    077 31 55.     (W)     SCALED    
 NB1429* NAVD 88     -       616.326  (meters)    2022.06   (feet)  ADJUSTED  
 NB1429  ___________________________________________________________________
 NB1429  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NB1429  DYNAMIC HT  -         616.104 (meters)    2021.33  (feet)  COMP
 NB1429  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 NB1429
 NB1429  VERT ORDER  -  SECOND    CLASS 0
 NB1429
 NB1429.The horizontal coordinates were scaled from a topographic map and have
 NB1429.an estimated accuracy of +/- 6 seconds.
 NB1429
 NB1429.The orthometric height was determined by differential leveling
 NB1429.and adjusted by the National Geodetic Survey in June 1991..
 NB1429
 NB1429.The geoid height was determined by GEOID03.
 NB1429
 NB1429.The dynamic height is computed by dividing the NAVD 88
 NB1429.geopotential number by the normal gravity value computed on the
 NB1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1429.degrees latitude (g = 980.6199 gals.).
 NB1429
 NB1429.The modeled gravity was interpolated from observed gravity values.
 NB1429
 NB1429;                    North         East    Units  Estimated Accuracy
 NB1429;SPC NY C     -   297,230.      172,240.      MT  (+/- 180 meters Scaled)
 NB1429
 NB1429                          SUPERSEDED SURVEY CONTROL
 NB1429
 NB1429  NGVD 29 (??/??/92)  616.449  (m)         2022.47   (f) ADJ UNCH    2 0
 NB1429
 NB1429.Superseded values are not recommended for survey control.
 NB1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1429.See file dsdata.txt to determine how the superseded data were derived.
 NB1429
 NB1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN925275(NAD 83)
 NB1429_MARKER: DB = BENCH MARK DISK
 NB1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1429_STAMPING: A 162 1942
 NB1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1429+STABILITY: SURFACE MOTION
 NB1429
 NB1429  HISTORY     - Date     Condition        Report By
 NB1429  HISTORY     - 1942     MONUMENTED       CGS
 NB1429
 NB1429                          STATION DESCRIPTION
 NB1429
 NB1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1429'9.0 MI S FROM HONEOYE.
 NB1429'TO REACH FROM THE U.S. POST OFFICE AT HONEOYE--PROCEED WESTERLY ALONG
 NB1429'U.S. HIGHWAY NO.20A 0.8 MILE, THENCE SOUTHERLY ALONG COUNTY ROAD 8.2
 NB1429'MILES TO THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT 500.FEET
 NB1429'NORTH OF THE ONTARIO-LIVINGSTON COUNTY LINE. IT IS 25. FEET EAST OF
 NB1429'AND ABOUT 1.5 FOOT ABOVE THE CENTER LINE OF THE ROAD, 1. FOOT WEST OF
 NB1429'ROAD FENCE AND 3. FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 NB1429'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0170 ***********************************************************************
 NB0170  DESIGNATION -  A 163
 NB0170  PID         -  NB0170
 NB0170  STATE/COUNTY-  NY/TOMPKINS
 NB0170  USGS QUAD   -  GROTON (1970)
 NB0170
 NB0170                         *CURRENT SURVEY CONTROL
 NB0170  ___________________________________________________________________
 NB0170* NAD 83(1986)-  42 34 21.     (N)    076 21 49.     (W)     SCALED    
 NB0170* NAVD 88     -       308.875  (meters)    1013.37   (feet)  ADJUSTED  
 NB0170  ___________________________________________________________________
 NB0170  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NB0170  DYNAMIC HT  -         308.770 (meters)    1013.02  (feet)  COMP
 NB0170  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NB0170
 NB0170  VERT ORDER  -  SECOND    CLASS 0
 NB0170
 NB0170.The horizontal coordinates were scaled from a topographic map and have
 NB0170.an estimated accuracy of +/- 6 seconds.
 NB0170
 NB0170.The orthometric height was determined by differential leveling
 NB0170.and adjusted by the National Geodetic Survey in June 1991..
 NB0170
 NB0170.The geoid height was determined by GEOID03.
 NB0170
 NB0170.The dynamic height is computed by dividing the NAVD 88
 NB0170.geopotential number by the normal gravity value computed on the
 NB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0170.degrees latitude (g = 980.6199 gals.).
 NB0170
 NB0170.The modeled gravity was interpolated from observed gravity values.
 NB0170
 NB0170;                    North         East    Units  Estimated Accuracy
 NB0170;SPC NY C     -   285,710.      268,040.      MT  (+/- 180 meters Scaled)
 NB0170
 NB0170                          SUPERSEDED SURVEY CONTROL
 NB0170
 NB0170  NGVD 29 (??/??/92)  309.015  (m)         1013.83   (f) ADJ UNCH    2 0
 NB0170
 NB0170.Superseded values are not recommended for survey control.
 NB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0170.See file dsdata.txt to determine how the superseded data were derived.
 NB0170
 NB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN880142(NAD 83)
 NB0170_MARKER: DB = BENCH MARK DISK
 NB0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0170_SP_SET: BRIDGE
 NB0170_STAMPING: A 163 1942
 NB0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0170
 NB0170  HISTORY     - Date     Condition        Report By
 NB0170  HISTORY     - 1942     MONUMENTED       CGS
 NB0170
 NB0170                          STATION DESCRIPTION
 NB0170
 NB0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0170'0.9 MI S FROM GROTON.
 NB0170'TO REACH FROM THE LEHIGH VALLEY RAILROAD STATION AT GROTON-- PROCEED
 NB0170'SOUTHERLY ALONG THE RAILROAD TRACK LEADING FROM AUBURN 0.9 MILES TO
 NB0170'THE SITE OF THE BENCH MARK. BENCH MARK IS IN THE NORTH WINGWALL
 NB0170'OF THE EAST
 NB0170'END OF RAILROAD BRIDGE NUMBER L327A. IT IS ABOUT 110.FEET SOUTH OF
 NB0170'MILE POST 328 AND ABOUT 0.9 MILE SOUTH OF THE RAILROAD STATION AT
 NB0170'GROTON. A STANDARD DISK, STAMPED A 163 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0622 ***********************************************************************
 NB0622  DESIGNATION -  A 164
 NB0622  PID         -  NB0622
 NB0622  STATE/COUNTY-  NY/CAYUGA
 NB0622  USGS QUAD   -  GENOA (1976)
 NB0622
 NB0622                         *CURRENT SURVEY CONTROL
 NB0622  ___________________________________________________________________
 NB0622* NAD 83(1986)-  42 39 34.     (N)    076 31 35.     (W)     SCALED    
 NB0622* NAVD 88     -       297.897  (meters)     977.35   (feet)  ADJUSTED  
 NB0622  ___________________________________________________________________
 NB0622  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NB0622  DYNAMIC HT  -         297.805 (meters)     977.05  (feet)  COMP
 NB0622  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 NB0622
 NB0622  VERT ORDER  -  SECOND    CLASS 0
 NB0622
 NB0622.The horizontal coordinates were scaled from a topographic map and have
 NB0622.an estimated accuracy of +/- 6 seconds.
 NB0622
 NB0622.The orthometric height was determined by differential leveling
 NB0622.and adjusted by the National Geodetic Survey in June 1991..
 NB0622
 NB0622.The geoid height was determined by GEOID03.
 NB0622
 NB0622.The dynamic height is computed by dividing the NAVD 88
 NB0622.geopotential number by the normal gravity value computed on the
 NB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0622.degrees latitude (g = 980.6199 gals.).
 NB0622
 NB0622.The modeled gravity was interpolated from observed gravity values.
 NB0622
 NB0622;                    North         East    Units  Estimated Accuracy
 NB0622;SPC NY C     -   295,340.      254,670.      MT  (+/- 180 meters Scaled)
 NB0622
 NB0622                          SUPERSEDED SURVEY CONTROL
 NB0622
 NB0622  NGVD 29 (??/??/92)  298.040  (m)          977.82   (f) ADJ UNCH    2 0
 NB0622
 NB0622.Superseded values are not recommended for survey control.
 NB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0622.See file dsdata.txt to determine how the superseded data were derived.
 NB0622
 NB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN749241(NAD 83)
 NB0622_MARKER: DB = BENCH MARK DISK
 NB0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0622_SP_SET: CULVERT
 NB0622_STAMPING: A 164 1942
 NB0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0622
 NB0622  HISTORY     - Date     Condition        Report By
 NB0622  HISTORY     - 1942     MONUMENTED       CGS
 NB0622  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0622  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 NB0622
 NB0622                          STATION DESCRIPTION
 NB0622
 NB0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0622'0.9 MI SE FROM GENOA.
 NB0622'TO REACH FROM THE U.S. POST OFFICE AT GENOA--PROCEED EASTERLY ALONG
 NB0622'NEW YORK HIGHWAY NO. 90 0.4 MILE THENCE SOUTHERLY ALONG NEW YORK
 NB0622'STATE HIGHWAY NO. 34 0.5 MILE TO THE SITE OF THE BENCH MARK. BENCH
 NB0622'MARK IS 70. FEET SOUTH EAST OF POWER POLE NO. EGE 16. IT IS SET
 NB0622'HORIZONTALLY IN THE MIDDLE OF THE EAST HEADWALL OF A CONCRETE ROAD
 NB0622'CULVERT.
 NB0622
 NB0622                          STATION RECOVERY (1985)
 NB0622
 NB0622'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0622'MARK NOT FOUND.
 NB0622
 NB0622                          STATION RECOVERY (1994)
 NB0622
 NB0622'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1408 ***********************************************************************
 NB1408  DESIGNATION -  A 165
 NB1408  PID         -  NB1408
 NB1408  STATE/COUNTY-  NY/LIVINGSTON
 NB1408  USGS QUAD   -  HONEOYE (1951)
 NB1408
 NB1408                         *CURRENT SURVEY CONTROL
 NB1408  ___________________________________________________________________
 NB1408* NAD 83(1986)-  42 48 17.     (N)    077 35 38.     (W)     SCALED    
 NB1408* NAVD 88     -       270.008  (meters)     885.85   (feet)  ADJUSTED  
 NB1408  ___________________________________________________________________
 NB1408  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NB1408  DYNAMIC HT  -         269.925 (meters)     885.58  (feet)  COMP
 NB1408  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NB1408
 NB1408  VERT ORDER  -  SECOND    CLASS 0
 NB1408
 NB1408.The horizontal coordinates were scaled from a topographic map and have
 NB1408.an estimated accuracy of +/- 6 seconds.
 NB1408
 NB1408.The orthometric height was determined by differential leveling
 NB1408.and adjusted by the National Geodetic Survey in June 1991..
 NB1408
 NB1408.The geoid height was determined by GEOID03.
 NB1408
 NB1408.The dynamic height is computed by dividing the NAVD 88
 NB1408.geopotential number by the normal gravity value computed on the
 NB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1408.degrees latitude (g = 980.6199 gals.).
 NB1408
 NB1408.The modeled gravity was interpolated from observed gravity values.
 NB1408
 NB1408;                    North         East    Units  Estimated Accuracy
 NB1408;SPC NY W     -   311,950.      430,930.      MT  (+/- 180 meters Scaled)
 NB1408
 NB1408                          SUPERSEDED SURVEY CONTROL
 NB1408
 NB1408  NGVD 29 (??/??/92)  270.159  (m)          886.35   (f) ADJ UNCH    2 0
 NB1408
 NB1408.Superseded values are not recommended for survey control.
 NB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1408.See file dsdata.txt to determine how the superseded data were derived.
 NB1408
 NB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN879423(NAD 83)
 NB1408_MARKER: DB = BENCH MARK DISK
 NB1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1408_SP_SET: WALL
 NB1408_STAMPING: A 165 1942
 NB1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1408
 NB1408  HISTORY     - Date     Condition        Report By
 NB1408  HISTORY     - 1942     MONUMENTED       CGS
 NB1408  HISTORY     - 1988     GOOD             USPSQD
 NB1408  HISTORY     - 19910405 MARK NOT FOUND   USPSQD
 NB1408
 NB1408                          STATION DESCRIPTION
 NB1408
 NB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1408'4.4 LMI W FROM HONEOYE.
 NB1408'TO REACH FROM THE POST OFFICE IN HONEOYE--PROCEED 1.5 MILES WESTERLY
 NB1408'ALONG U.S. HIGHWAY NO.20-A TO INTERSECTION OF ROAD LEADING NORTHWEST.
 NB1408'THENCE, GO 2.8 MILES NORTHWESTERLY ALONG DIRT ROAD TO ENTRANCE TO
 NB1408'ROCHESTER WATER WORKS PIPE LINE. THENCE, ABOUT 0.15 MILE NORTH ALONG
 NB1408'PRIVATE ROAD TO RED BRICK BUILDING AND SITE OF BENCH MARK. BENCH MARK
 NB1408'IS SET VERTICALLY IN THE NORTH WALL AT THE NORTHWEST CORNER OF BRICK
 NB1408'BUILDING AND ABOUT 4.5 FEET ABOVE THE GROUND. IT IS ABOUT 1.5 MILES
 NB1408'NORTHEAST OF POST OFFICE IN THE VILLAGE OF HEMLOCK AND ON THE
 NB1408'PROPERTY OF THE CITY OF ROCHESTER AND AT THE NORTHERLY END OF PIPE
 NB1408'LINE TUNNEL.
 NB1408
 NB1408                          STATION RECOVERY (1988)
 NB1408
 NB1408'RECOVERY NOTE BY US POWER SQUADRON 1988 (SW)
 NB1408'RECOVERED IN GOOD CONDITION.
 NB1408
 NB1408                          STATION RECOVERY (1991)
 NB1408
 NB1408'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0941 ***********************************************************************
 NB0941  DESIGNATION -  A 166
 NB0941  PID         -  NB0941
 NB0941  STATE/COUNTY-  NY/YATES
 NB0941  USGS QUAD   -  PENN YAN (1976)
 NB0941
 NB0941                         *CURRENT SURVEY CONTROL
 NB0941  ___________________________________________________________________
 NB0941* NAD 83(1986)-  42 40 18.     (N)    077 04 26.     (W)     SCALED    
 NB0941* NAVD 88     -       320.087  (meters)    1050.15   (feet)  ADJUSTED  
 NB0941  ___________________________________________________________________
 NB0941  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NB0941  DYNAMIC HT  -         319.986 (meters)    1049.82  (feet)  COMP
 NB0941  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NB0941
 NB0941  VERT ORDER  -  SECOND    CLASS 0
 NB0941
 NB0941.The horizontal coordinates were scaled from a topographic map and have
 NB0941.an estimated accuracy of +/- 6 seconds.
 NB0941
 NB0941.The orthometric height was determined by differential leveling
 NB0941.and adjusted by the National Geodetic Survey in June 1991..
 NB0941
 NB0941.The geoid height was determined by GEOID03.
 NB0941
 NB0941.The dynamic height is computed by dividing the NAVD 88
 NB0941.geopotential number by the normal gravity value computed on the
 NB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0941.degrees latitude (g = 980.6199 gals.).
 NB0941
 NB0941.The modeled gravity was interpolated from observed gravity values.
 NB0941
 NB0941;                    North         East    Units  Estimated Accuracy
 NB0941;SPC NY C     -   296,820.      209,790.      MT  (+/- 180 meters Scaled)
 NB0941
 NB0941                          SUPERSEDED SURVEY CONTROL
 NB0941
 NB0941  NGVD 29 (??/??/92)  320.248  (m)         1050.68   (f) ADJ UNCH    2 0
 NB0941
 NB0941.Superseded values are not recommended for survey control.
 NB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0941.See file dsdata.txt to determine how the superseded data were derived.
 NB0941
 NB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN300264(NAD 83)
 NB0941_MARKER: DB = BENCH MARK DISK
 NB0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0941_SP_SET: CULVERT
 NB0941_STAMPING: A 166 1942
 NB0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0941
 NB0941  HISTORY     - Date     Condition        Report By
 NB0941  HISTORY     - 1942     MONUMENTED       CGS
 NB0941  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0941  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0941  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0941  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0941
 NB0941                          STATION DESCRIPTION
 NB0941
 NB0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0941'1.3 MI W FROM PENN YAN.
 NB0941'TO REACH FROM THE POST OFFICE AT PENN YAN, PROCEED 0.5 MILE NORTH ON
 NB0941'STATE HIGHWAY NO. 54 TO INTERSECTION OF STATE HIGHWAY NO. 364,
 NB0941'THENCE TURN LEFT (WESTERLY) GO 0.8 MILE WEST ALONG STATE HIGHWAY
 NB0941'NO. 364 TO A CONCRETE PIPE CULVERT AND SITE OF BENCH MARK. BENCH
 NB0941'MARK IS SET IN TOP OF THE SOUTHEAST CORNER OF A CONCRETE HEADWALL
 NB0941'OF A 3.0 FOOT PIPE CULVERT. 20.0 FEET SOUTH OF AND 0.6 FOOT BELOW
 NB0941'THE CENTER LINE OF PAVEMENT.
 NB0941
 NB0941                          STATION RECOVERY (1985)
 NB0941
 NB0941'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0941'MARK NOT FOUND.
 NB0941
 NB0941                          STATION RECOVERY (1985)
 NB0941
 NB0941'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0941'MARK NOT FOUND.
 NB0941
 NB0941                          STATION RECOVERY (1994)
 NB0941
 NB0941'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0941'MARK NOT FOUND.
 NB0941
 NB0941                          STATION RECOVERY (2001)
 NB0941
 NB0941'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0941'CULVERT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0993 ***********************************************************************
 NB0993  DESIGNATION -  A 167
 NB0993  PID         -  NB0993
 NB0993  STATE/COUNTY-  NY/STEUBEN
 NB0993  USGS QUAD   -  PULTENEY (1942)
 NB0993
 NB0993                         *CURRENT SURVEY CONTROL
 NB0993  ___________________________________________________________________
 NB0993* NAD 83(1986)-  42 32 27.     (N)    077 09 17.     (W)     SCALED    
 NB0993* NAVD 88     -       222.979  (meters)     731.56   (feet)  ADJUSTED  
 NB0993  ___________________________________________________________________
 NB0993  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NB0993  DYNAMIC HT  -         222.905 (meters)     731.31  (feet)  COMP
 NB0993  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NB0993
 NB0993  VERT ORDER  -  SECOND    CLASS 0
 NB0993
 NB0993.The horizontal coordinates were scaled from a topographic map and have
 NB0993.an estimated accuracy of +/- 6 seconds.
 NB0993
 NB0993.The orthometric height was determined by differential leveling
 NB0993.and adjusted by the National Geodetic Survey in June 1991..
 NB0993
 NB0993.The geoid height was determined by GEOID03.
 NB0993
 NB0993.The dynamic height is computed by dividing the NAVD 88
 NB0993.geopotential number by the normal gravity value computed on the
 NB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0993.degrees latitude (g = 980.6199 gals.).
 NB0993
 NB0993.The modeled gravity was interpolated from observed gravity values.
 NB0993
 NB0993;                    North         East    Units  Estimated Accuracy
 NB0993;SPC NY C     -   282,320.      203,070.      MT  (+/- 180 meters Scaled)
 NB0993
 NB0993                          SUPERSEDED SURVEY CONTROL
 NB0993
 NB0993  NGVD 29 (??/??/92)  223.140  (m)          732.09   (f) ADJ UNCH    2 0
 NB0993
 NB0993.Superseded values are not recommended for survey control.
 NB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0993.See file dsdata.txt to determine how the superseded data were derived.
 NB0993
 NB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN230120(NAD 83)
 NB0993_MARKER: DB = BENCH MARK DISK
 NB0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0993_SP_SET: CULVERT
 NB0993_STAMPING: A-167 1942
 NB0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0993
 NB0993  HISTORY     - Date     Condition        Report By
 NB0993  HISTORY     - 1942     MONUMENTED       CGS
 NB0993  HISTORY     - 1988     GOOD             USPSQD
 NB0993  HISTORY     - 1989     GOOD             USPSQD
 NB0993  HISTORY     - 19941010 GOOD             USPSQD
 NB0993
 NB0993                          STATION DESCRIPTION
 NB0993
 NB0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0993'4.2 MI S FROM BRANCHPORT.
 NB0993'TO REACH FROM THE POST OFFICE AT BRANCHPORT, PROCEED 4.0 MILES
 NB0993'SOUTH ALONG STATE HIGHWAY NO 54-A TO A T- SIDE ROAD LEADING WEST AND
 NB0993'SITE OF BENCH MARK. BENCH MARK IS ABOUT 100.0 FEET NORTH OF
 NB0993'INTERSECTION OF DIRT ROAD, AND SET IN THE CENTER AND IN THE TOP OF
 NB0993'THE EAST END OF A 6.0 FOOT CONCRETE HEADWALL OF A 2.0 FOOT PIPE
 NB0993'CULVERT., 17.0 FEET EAST OF AND 0.6 FOOT ABOVE THE CENTER LINE OF THE
 NB0993'PAVEMENT 9.0 FEET SOUTH OF A TELEPHONE POLE.
 NB0993
 NB0993                          STATION RECOVERY (1988)
 NB0993
 NB0993'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWM)
 NB0993'RECOVERED IN GOOD CONDITION.
 NB0993
 NB0993                          STATION RECOVERY (1989)
 NB0993
 NB0993'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0993'RECOVERED IN GOOD CONDITION.
 NB0993
 NB0993                          STATION RECOVERY (1994)
 NB0993
 NB0993'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0980 ***********************************************************************
 NB0980  DESIGNATION -  A 168
 NB0980  PID         -  NB0980
 NB0980  STATE/COUNTY-  NY/YATES
 NB0980  USGS QUAD   -  MIDDLESEX (1942)
 NB0980
 NB0980                         *CURRENT SURVEY CONTROL
 NB0980  ___________________________________________________________________
 NB0980* NAD 83(1986)-  42 37 59.     (N)    077 21 25.     (W)     SCALED    
 NB0980* NAVD 88     -       341.486  (meters)    1120.36   (feet)  ADJUSTED  
 NB0980  ___________________________________________________________________
 NB0980  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NB0980  DYNAMIC HT  -         341.375 (meters)    1119.99  (feet)  COMP
 NB0980  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 NB0980
 NB0980  VERT ORDER  -  SECOND    CLASS 0
 NB0980
 NB0980.The horizontal coordinates were scaled from a topographic map and have
 NB0980.an estimated accuracy of +/- 6 seconds.
 NB0980
 NB0980.The orthometric height was determined by differential leveling
 NB0980.and adjusted by the National Geodetic Survey in June 1991..
 NB0980
 NB0980.The geoid height was determined by GEOID03.
 NB0980
 NB0980.The dynamic height is computed by dividing the NAVD 88
 NB0980.geopotential number by the normal gravity value computed on the
 NB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0980.degrees latitude (g = 980.6199 gals.).
 NB0980
 NB0980.The modeled gravity was interpolated from observed gravity values.
 NB0980
 NB0980;                    North         East    Units  Estimated Accuracy
 NB0980;SPC NY C     -   292,700.      186,550.      MT  (+/- 180 meters Scaled)
 NB0980
 NB0980                          SUPERSEDED SURVEY CONTROL
 NB0980
 NB0980  NGVD 29 (??/??/92)  341.639  (m)         1120.86   (f) ADJ UNCH    2 0
 NB0980
 NB0980.Superseded values are not recommended for survey control.
 NB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0980.See file dsdata.txt to determine how the superseded data were derived.
 NB0980
 NB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN067227(NAD 83)
 NB0980_MARKER: DB = BENCH MARK DISK
 NB0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0980_STAMPING: A-168 1942
 NB0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0980+STABILITY: SURFACE MOTION
 NB0980
 NB0980  HISTORY     - Date     Condition        Report By
 NB0980  HISTORY     - 1942     MONUMENTED       CGS
 NB0980  HISTORY     - 1989     GOOD             USPSQD
 NB0980  HISTORY     - 19940608 GOOD             USPSQD
 NB0980
 NB0980                          STATION DESCRIPTION
 NB0980
 NB0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0980'5.9 MI NW FROM ITALY.
 NB0980'TO REACH FROM THE TOWN HALL AT ITALY, PROCEED 1.1 MILES SOUTHWEST
 NB0980'ALONG AN ASPHALT ROAD TO A T- DIRT ROAD, THENCE TURN RIGHT (WEST)
 NB0980'GO 0.9 MILE TO A T- DIRT ROAD LEADING NORTH TURN RIGHT GO 2.3 MILES
 NB0980'NORTH TO AN EAST AND WEST ROAD, THENCE TURN LEFT (WEST) GO 0.8 MILE
 NB0980'WEST TO A SCHOOL HOUSE DISTRICT NO. 6, THENCE CONTINUE ON 1.0 MILE
 NB0980'WEST OVER WINDING ROAD TO A CURVE AND SITE OF BENCH MARK. BENCH MARK
 NB0980'IS ABOUT HALF WAY DOWN A STEEP HILL, 14.0 FEET SOUTH OF AND LEVEL
 NB0980'WITH THE CENTER LINE OF ROAD 6.0 FEET EAST OF A 6 INCH COTTONWOOD
 NB0980'TREE, 2.0 FEET EAST OF A FOUR BY FOUR WHITE WOODEN MARKER POST.
 NB0980'MONUMENT PROJECTS 0.2 FOOT ABOVE GROUND.
 NB0980
 NB0980                          STATION RECOVERY (1989)
 NB0980
 NB0980'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0980'RECOVERED IN GOOD CONDITION.
 NB0980
 NB0980                          STATION RECOVERY (1994)
 NB0980
 NB0980'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1047 ***********************************************************************
 NB1047  DESIGNATION -  A 169
 NB1047  PID         -  NB1047
 NB1047  STATE/COUNTY-  NY/STEUBEN
 NB1047  USGS QUAD   -  PRATTSBURG (1942)
 NB1047
 NB1047                         *CURRENT SURVEY CONTROL
 NB1047  ___________________________________________________________________
 NB1047* NAD 83(1986)-  42 30 46.     (N)    077 15 22.     (W)     SCALED    
 NB1047* NAVD 88     -       424.749  (meters)    1393.53   (feet)  ADJUSTED  
 NB1047  ___________________________________________________________________
 NB1047  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NB1047  DYNAMIC HT  -         424.598 (meters)    1393.04  (feet)  COMP
 NB1047  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 NB1047
 NB1047  VERT ORDER  -  SECOND    CLASS 0
 NB1047
 NB1047.The horizontal coordinates were scaled from a topographic map and have
 NB1047.an estimated accuracy of +/- 6 seconds.
 NB1047
 NB1047.The orthometric height was determined by differential leveling
 NB1047.and adjusted by the National Geodetic Survey in June 1991..
 NB1047
 NB1047.The geoid height was determined by GEOID03.
 NB1047
 NB1047.The dynamic height is computed by dividing the NAVD 88
 NB1047.geopotential number by the normal gravity value computed on the
 NB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1047.degrees latitude (g = 980.6199 gals.).
 NB1047
 NB1047.The modeled gravity was interpolated from observed gravity values.
 NB1047
 NB1047;                    North         East    Units  Estimated Accuracy
 NB1047;SPC NY C     -   279,270.      194,710.      MT  (+/- 180 meters Scaled)
 NB1047
 NB1047                          SUPERSEDED SURVEY CONTROL
 NB1047
 NB1047  NGVD 29 (??/??/92)  424.874  (m)         1393.94   (f) ADJ UNCH    2 0
 NB1047
 NB1047.Superseded values are not recommended for survey control.
 NB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1047.See file dsdata.txt to determine how the superseded data were derived.
 NB1047
 NB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN146091(NAD 83)
 NB1047_MARKER: DB = BENCH MARK DISK
 NB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1047_STAMPING: A-169 1942
 NB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1047+STABILITY: SURFACE MOTION
 NB1047
 NB1047  HISTORY     - Date     Condition        Report By
 NB1047  HISTORY     - 1942     MONUMENTED       CGS
 NB1047  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1047  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1047
 NB1047                          STATION DESCRIPTION
 NB1047
 NB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1047'5.0 MI W FROM PULTENEY.
 NB1047'TO REACH FROM THE POST OFFICE AT PULTENEY, PROCEED 5.0 MILES WESTERLY
 NB1047'ALONG COUNTY ASPHALT ROAD NO. 74 TO SITE OF BENCH MARK. BENCH MARK IS
 NB1047'ABOUT 0.2 MILE SOUTHWEST OF A LARGE WHITE FARM HOUSE AND TWO RED
 NB1047'BARNS AT CURVE IN ROAD AND AT CORNER OF FIELD, 37.0 FEET NORTHEAST
 NB1047'OF FENCE CORNER 24.0 FEET NORTH OF AND ABOUT 1.5 FOOT ABOVE CENTER
 NB1047'LINE OF PAVEMENT, 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 NB1047'MARKER POST. MONUMENT PROJECTS 0.4 FOOT ABOVE GROUND. THIS BENCH MARK
 NB1047'IS 2.7 MILES EAST OF PRATTSBURG ALONG COUNTY ROAD NO. 74.
 NB1047
 NB1047                          STATION RECOVERY (1989)
 NB1047
 NB1047'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1047'MARK NOT FOUND.
 NB1047
 NB1047                          STATION RECOVERY (1994)
 NB1047
 NB1047'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0353 ***********************************************************************
 OF0353  DESIGNATION -  A 170
 OF0353  PID         -  OF0353
 OF0353  STATE/COUNTY-  NY/OSWEGO
 OF0353  USGS QUAD   -  FULTON (1978)
 OF0353
 OF0353                         *CURRENT SURVEY CONTROL
 OF0353  ___________________________________________________________________
 OF0353* NAD 83(1986)-  43 17 29.     (N)    076 27 55.     (W)     SCALED    
 OF0353* NAVD 88     -       123.102  (meters)     403.88   (feet)  ADJUSTED  
 OF0353  ___________________________________________________________________
 OF0353  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OF0353  DYNAMIC HT  -         123.075 (meters)     403.79  (feet)  COMP
 OF0353  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 OF0353
 OF0353  VERT ORDER  -  SECOND    CLASS 0
 OF0353
 OF0353.The horizontal coordinates were scaled from a topographic map and have
 OF0353.an estimated accuracy of +/- 6 seconds.
 OF0353
 OF0353.The orthometric height was determined by differential leveling
 OF0353.and adjusted by the National Geodetic Survey in June 1991..
 OF0353
 OF0353.The geoid height was determined by GEOID03.
 OF0353
 OF0353.The dynamic height is computed by dividing the NAVD 88
 OF0353.geopotential number by the normal gravity value computed on the
 OF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0353.degrees latitude (g = 980.6199 gals.).
 OF0353
 OF0353.The modeled gravity was interpolated from observed gravity values.
 OF0353
 OF0353;                    North         East    Units  Estimated Accuracy
 OF0353;SPC NY C     -   365,550.      259,580.      MT  (+/- 180 meters Scaled)
 OF0353
 OF0353                          SUPERSEDED SURVEY CONTROL
 OF0353
 OF0353  NGVD 29 (??/??/92)  123.286  (m)          404.48   (f) ADJ UNCH    2 0
 OF0353
 OF0353.Superseded values are not recommended for survey control.
 OF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0353.See file dsdata.txt to determine how the superseded data were derived.
 OF0353
 OF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN811942(NAD 83)
 OF0353_MARKER: DB = BENCH MARK DISK
 OF0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0353_SP_SET: BRIDGE
 OF0353_STAMPING: A 170 1942
 OF0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0353
 OF0353  HISTORY     - Date     Condition        Report By
 OF0353  HISTORY     - 1942     MONUMENTED       CGS
 OF0353  HISTORY     - 1982     GOOD             NGS
 OF0353
 OF0353                          STATION DESCRIPTION
 OF0353
 OF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0353'2.5 MI S FROM GRANBY CENTER.
 OF0353'TO REACH FROM THE SCHOOL HOUSE AT GRANBY CENTER, PROCEED 2.5 MILES
 OF0353'SOUTH ALONG COUNTY ASPHALT ROAD TO A 10X14 FOOT CONCRETE BRIDGE
 OF0353'AND SITE OF BENCH MARK.
 OF0353'BENCH MARK IS SET HORIZONTALLY IN THE EAST END OF THE NORTH WINGWALL
 OF0353'OF A CONCRETE BRIDGE. IT IS ABOUT 250.0 FEET NORTH OF A CROSS ROAD
 OF0353'AND 14.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF PAVEMENT.
 OF0353
 OF0353                          STATION RECOVERY (1982)
 OF0353
 OF0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0370 ***********************************************************************
 OF0370  DESIGNATION -  A 171
 OF0370  PID         -  OF0370
 OF0370  STATE/COUNTY-  NY/CAYUGA
 OF0370  USGS QUAD   -  LYSANDER (1976)
 OF0370
 OF0370                         *CURRENT SURVEY CONTROL
 OF0370  ___________________________________________________________________
 OF0370* NAD 83(1986)-  43 13 06.     (N)    076 27 53.     (W)     SCALED    
 OF0370* NAVD 88     -       115.810  (meters)     379.95   (feet)  ADJUSTED  
 OF0370  ___________________________________________________________________
 OF0370  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OF0370  DYNAMIC HT  -         115.784 (meters)     379.87  (feet)  COMP
 OF0370  MODELED GRAV-     980,391.8   (mgal)                       NAVD 88
 OF0370
 OF0370  VERT ORDER  -  SECOND    CLASS 0
 OF0370
 OF0370.The horizontal coordinates were scaled from a topographic map and have
 OF0370.an estimated accuracy of +/- 6 seconds.
 OF0370
 OF0370.The orthometric height was determined by differential leveling
 OF0370.and adjusted by the National Geodetic Survey in June 1991..
 OF0370
 OF0370.The geoid height was determined by GEOID03.
 OF0370
 OF0370.The dynamic height is computed by dividing the NAVD 88
 OF0370.geopotential number by the normal gravity value computed on the
 OF0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0370.degrees latitude (g = 980.6199 gals.).
 OF0370
 OF0370.The modeled gravity was interpolated from observed gravity values.
 OF0370
 OF0370;                    North         East    Units  Estimated Accuracy
 OF0370;SPC NY C     -   357,430.      259,640.      MT  (+/- 180 meters Scaled)
 OF0370
 OF0370                          SUPERSEDED SURVEY CONTROL
 OF0370
 OF0370  NGVD 29 (??/??/92)  115.990  (m)          380.54   (f) ADJ UNCH    2 0
 OF0370
 OF0370.Superseded values are not recommended for survey control.
 OF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0370.See file dsdata.txt to determine how the superseded data were derived.
 OF0370
 OF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN810861(NAD 83)
 OF0370_MARKER: DB = BENCH MARK DISK
 OF0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0370_SP_SET: BRIDGE
 OF0370_STAMPING: A 171 1942
 OF0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0370
 OF0370  HISTORY     - Date     Condition        Report By
 OF0370  HISTORY     - 1942     MONUMENTED       CGS
 OF0370
 OF0370                          STATION DESCRIPTION
 OF0370
 OF0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0370'4.9 MI E FROM IRA.
 OF0370'TO REACH FROM THE TOWN HALL AT IRA, PROCEED 2.8 MILES EAST ALONG
 OF0370'COUNTY ASPHALT ROAD TO THE INTERSECTION OF A GRAVEL ROAD, THENCE
 OF0370'CONTINUE ON GRAVEL ROAD 2.1 MILES EAST TO A CONCRETE BRIDGE AND SITE
 OF0370'OF BENCH MARK.
 OF0370'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTH
 OF0370'HEADWALL OF A 6X13 FOOT CONCRETE BRIDGE, AND ABOUT 0.1 MILE EAST OF
 OF0370'A FARM HOUSE ON SOUTH SIDE OF ROAD. IT IS 13.0 FEET SOUTH OF AND
 OF0370'ABOUT 3.0 FEET ABOVE THE CENTER LINE OF ROAD.
 OF0370'TO REACH THIS MARK FROM LYSANDER POST OFFICE, PROCEED 0.8 MILE NORTH
 OF0370'ALONG COUNTY ASPHALT ROAD TO THE INTERSECTION OF A GRAVEL ROAD, TURN
 OF0370'WEST (LEFT) GO 0.2 MILE WEST TO A CONCRETE BRIDGE AND SITE OF BENCH
 OF0370'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0235 ***********************************************************************
 OF0235  DESIGNATION -  A 172
 OF0235  PID         -  OF0235
 OF0235  STATE/COUNTY-  NY/ONONDAGA
 OF0235  USGS QUAD   -  CAMILLUS (1978)
 OF0235
 OF0235                         *CURRENT SURVEY CONTROL
 OF0235  ___________________________________________________________________
 OF0235* NAD 83(1986)-  43 05 09.     (N)    076 18 36.     (W)     SCALED    
 OF0235* NAVD 88     -       121.629  (meters)     399.04   (feet)  ADJUSTED  
 OF0235  ___________________________________________________________________
 OF0235  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 OF0235  DYNAMIC HT  -         121.600 (meters)     398.95  (feet)  COMP
 OF0235  MODELED GRAV-     980,381.9   (mgal)                       NAVD 88
 OF0235
 OF0235  VERT ORDER  -  SECOND    CLASS 0
 OF0235
 OF0235.The horizontal coordinates were scaled from a topographic map and have
 OF0235.an estimated accuracy of +/- 6 seconds.
 OF0235
 OF0235.The orthometric height was determined by differential leveling
 OF0235.and adjusted by the National Geodetic Survey in June 1991..
 OF0235
 OF0235.The geoid height was determined by GEOID03.
 OF0235
 OF0235.The dynamic height is computed by dividing the NAVD 88
 OF0235.geopotential number by the normal gravity value computed on the
 OF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0235.degrees latitude (g = 980.6199 gals.).
 OF0235
 OF0235.The modeled gravity was interpolated from observed gravity values.
 OF0235
 OF0235;                    North         East    Units  Estimated Accuracy
 OF0235;SPC NY C     -   342,740.      272,260.      MT  (+/- 180 meters Scaled)
 OF0235
 OF0235                          SUPERSEDED SURVEY CONTROL
 OF0235
 OF0235  NGVD 29 (??/??/92)  121.798  (m)          399.60   (f) ADJ UNCH    2 0
 OF0235
 OF0235.Superseded values are not recommended for survey control.
 OF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0235.See file dsdata.txt to determine how the superseded data were derived.
 OF0235
 OF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN933711(NAD 83)
 OF0235_MARKER: DB = BENCH MARK DISK
 OF0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0235_SP_SET: CULVERT
 OF0235_STAMPING: A 172 1942
 OF0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0235
 OF0235  HISTORY     - Date     Condition        Report By
 OF0235  HISTORY     - 1942     MONUMENTED       CGS
 OF0235  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 OF0235
 OF0235                          STATION DESCRIPTION
 OF0235
 OF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0235'1.0 MI E FROM WARNERS.
 OF0235'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT WARNERS,
 OF0235'PROCEED 1.0 MILE EAST TO A ROAD CROSSING AND SITE OF BENCH MARK.
 OF0235'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE WEST
 OF0235'HEADWALL OF 4.0 FOOT IRON PIPE CULVERT, ABOUT 300.0 FEET NORTH OF
 OF0235'THE NEW YORK CENTRAL RAILROAD TRACK AND ABOUT 125.0 FEET SOUTH OF
 OF0235'THE CENTER LINE OF THE WEST SHORE RAILROAD TRACKS. IT IS 25.0 FEET
 OF0235'WEST OF AND ABOUT 5.0 FEET BELOW THE CENTER LINE OF GRAVEL ROAD.
 OF0235'NOTE--THIS BENCH MARK IS 5.6 MILES SOUTH OF BALDWINSVILLE
 OF0235
 OF0235                          STATION RECOVERY (1995)
 OF0235
 OF0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1029 ***********************************************************************
 NB1029  DESIGNATION -  A 173
 NB1029  PID         -  NB1029
 NB1029  STATE/COUNTY-  NY/YATES
 NB1029  USGS QUAD   -  KEUKA PARK (1942)
 NB1029
 NB1029                         *CURRENT SURVEY CONTROL
 NB1029  ___________________________________________________________________
 NB1029* NAD 83(1986)-  42 32 57.     (N)    077 05 06.     (W)     SCALED    
 NB1029* NAVD 88     -       338.202  (meters)    1109.58   (feet)  ADJUSTED  
 NB1029  ___________________________________________________________________
 NB1029  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NB1029  DYNAMIC HT  -         338.089 (meters)    1109.21  (feet)  COMP
 NB1029  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 NB1029
 NB1029  VERT ORDER  -  SECOND    CLASS 0
 NB1029
 NB1029.The horizontal coordinates were scaled from a topographic map and have
 NB1029.an estimated accuracy of +/- 6 seconds.
 NB1029
 NB1029.The orthometric height was determined by differential leveling
 NB1029.and adjusted by the National Geodetic Survey in June 1991..
 NB1029
 NB1029.The geoid height was determined by GEOID03.
 NB1029
 NB1029.The dynamic height is computed by dividing the NAVD 88
 NB1029.geopotential number by the normal gravity value computed on the
 NB1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1029.degrees latitude (g = 980.6199 gals.).
 NB1029
 NB1029.The modeled gravity was interpolated from observed gravity values.
 NB1029
 NB1029;                    North         East    Units  Estimated Accuracy
 NB1029;SPC NY C     -   283,210.      208,800.      MT  (+/- 180 meters Scaled)
 NB1029
 NB1029                          SUPERSEDED SURVEY CONTROL
 NB1029
 NB1029  NGVD 29 (??/??/92)  338.360  (m)         1110.10   (f) ADJ UNCH    2 0
 NB1029
 NB1029.Superseded values are not recommended for survey control.
 NB1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1029.See file dsdata.txt to determine how the superseded data were derived.
 NB1029
 NB1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN288128(NAD 83)
 NB1029_MARKER: DB = BENCH MARK DISK
 NB1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1029_STAMPING: A 173 1942
 NB1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1029+STABILITY: SURFACE MOTION
 NB1029
 NB1029  HISTORY     - Date     Condition        Report By
 NB1029  HISTORY     - 1942     MONUMENTED       CGS
 NB1029  HISTORY     - 1990     GOOD             USPSQD
 NB1029  HISTORY     - 20010723 GOOD             USPSQD
 NB1029
 NB1029                          STATION DESCRIPTION
 NB1029
 NB1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1029'0.5 MI E FROM CROSBY.
 NB1029'0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE
 NB1029'HIGHWAY 54 AT CROSBY, YATES COUNTY, 400 FEET SOUTH ACROSS THE ROAD
 NB1029'FROM A LARGE 2-STORY WHITE FARMHOUSE, 30 FEET SOUTH OF THE CENTERLINE
 NB1029'OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NB1029'WITH THE ROAD. A STANDARD DISK, STAMPED A 173 1942 AND SET IN THE TOP
 NB1029'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 NB1029
 NB1029                          STATION RECOVERY (1990)
 NB1029
 NB1029'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1029'RECOVERED IN GOOD CONDITION.
 NB1029
 NB1029                          STATION RECOVERY (2001)
 NB1029
 NB1029'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NB1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0690 ***********************************************************************
 NB0690  DESIGNATION -  A 174
 NB0690  PID         -  NB0690
 NB0690  STATE/COUNTY-  NY/SENECA
 NB0690  USGS QUAD   -  OVID (1970)
 NB0690
 NB0690                         *CURRENT SURVEY CONTROL
 NB0690  ___________________________________________________________________
 NB0690* NAD 83(1986)-  42 37 46.     (N)    076 51 10.     (W)     SCALED    
 NB0690* NAVD 88     -       232.035  (meters)     761.27   (feet)  ADJUSTED  
 NB0690  ___________________________________________________________________
 NB0690  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NB0690  DYNAMIC HT  -         231.965 (meters)     761.04  (feet)  COMP
 NB0690  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 NB0690
 NB0690  VERT ORDER  -  SECOND    CLASS 0
 NB0690
 NB0690.The horizontal coordinates were scaled from a topographic map and have
 NB0690.an estimated accuracy of +/- 6 seconds.
 NB0690
 NB0690.The orthometric height was determined by differential leveling
 NB0690.and adjusted by the National Geodetic Survey in June 1991..
 NB0690
 NB0690.The geoid height was determined by GEOID03.
 NB0690
 NB0690.The dynamic height is computed by dividing the NAVD 88
 NB0690.geopotential number by the normal gravity value computed on the
 NB0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0690.degrees latitude (g = 980.6199 gals.).
 NB0690
 NB0690.The modeled gravity was interpolated from observed gravity values.
 NB0690
 NB0690;                    North         East    Units  Estimated Accuracy
 NB0690;SPC NY C     -   292,040.      227,900.      MT  (+/- 180 meters Scaled)
 NB0690
 NB0690                          SUPERSEDED SURVEY CONTROL
 NB0690
 NB0690  NGVD 29 (??/??/92)  232.215  (m)          761.86   (f) ADJ UNCH    2 0
 NB0690
 NB0690.Superseded values are not recommended for survey control.
 NB0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0690.See file dsdata.txt to determine how the superseded data were derived.
 NB0690
 NB0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN480213(NAD 83)
 NB0690_MARKER: DB = BENCH MARK DISK
 NB0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0690_STAMPING: A 174 1942
 NB0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0690+STABILITY: SURFACE MOTION
 NB0690
 NB0690  HISTORY     - Date     Condition        Report By
 NB0690  HISTORY     - 1942     MONUMENTED       CGS
 NB0690  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0690  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0690  HISTORY     - 20011208 MARK NOT FOUND   USPSQD
 NB0690
 NB0690                          STATION DESCRIPTION
 NB0690
 NB0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0690'1.0 MI N FROM LODI.
 NB0690'1.0 MILE NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 NB0690'AT LODI, SENECA COUNTY, 114 FEET NORTH OF MILEPOST 324, AT THE
 NB0690'SOUTHWEST CORNER OF A PLOWED FIELD, 43 FEET EAST OF THE CENTERLINE
 NB0690'OF THE EAST TRACK, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 NB0690'4 FEET LOWER THAN THE TRACK. A STANDARD DISK, STAMPED A 174 1942
 NB0690'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NB0690'GROUND.
 NB0690
 NB0690                          STATION RECOVERY (1985)
 NB0690
 NB0690'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0690'MARK NOT FOUND.
 NB0690
 NB0690                          STATION RECOVERY (1985)
 NB0690
 NB0690'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0690'MARK NOT FOUND.
 NB0690
 NB0690                          STATION RECOVERY (2001)
 NB0690
 NB0690'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 NB0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0746 ***********************************************************************
 NB0746  DESIGNATION -  A 175
 NB0746  PID         -  NB0746
 NB0746  STATE/COUNTY-  NY/SENECA
 NB0746  USGS QUAD   -  OVID (1970)
 NB0746
 NB0746                         *CURRENT SURVEY CONTROL
 NB0746  ___________________________________________________________________
 NB0746* NAD 83(1986)-  42 40 11.     (N)    076 50 17.     (W)     SCALED    
 NB0746* NAVD 88     -       254.802  (meters)     835.96   (feet)  ADJUSTED  
 NB0746  ___________________________________________________________________
 NB0746  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NB0746  DYNAMIC HT  -         254.727 (meters)     835.72  (feet)  COMP
 NB0746  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 NB0746
 NB0746  VERT ORDER  -  SECOND    CLASS 0
 NB0746
 NB0746.The horizontal coordinates were scaled from a topographic map and have
 NB0746.an estimated accuracy of +/- 6 seconds.
 NB0746
 NB0746.The orthometric height was determined by differential leveling
 NB0746.and adjusted by the National Geodetic Survey in June 1991..
 NB0746
 NB0746.The geoid height was determined by GEOID03.
 NB0746
 NB0746.The dynamic height is computed by dividing the NAVD 88
 NB0746.geopotential number by the normal gravity value computed on the
 NB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0746.degrees latitude (g = 980.6199 gals.).
 NB0746
 NB0746.The modeled gravity was interpolated from observed gravity values.
 NB0746
 NB0746;                    North         East    Units  Estimated Accuracy
 NB0746;SPC NY C     -   296,510.      229,120.      MT  (+/- 180 meters Scaled)
 NB0746
 NB0746                          SUPERSEDED SURVEY CONTROL
 NB0746
 NB0746  NGVD 29 (??/??/92)  254.978  (m)          836.54   (f) ADJ UNCH    2 0
 NB0746
 NB0746.Superseded values are not recommended for survey control.
 NB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0746.See file dsdata.txt to determine how the superseded data were derived.
 NB0746
 NB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN493257(NAD 83)
 NB0746_MARKER: DB = BENCH MARK DISK
 NB0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0746_STAMPING: A 175 1942
 NB0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0746+STABILITY: SURFACE MOTION
 NB0746
 NB0746  HISTORY     - Date     Condition        Report By
 NB0746  HISTORY     - 1942     MONUMENTED       CGS
 NB0746  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0746  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0746  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 NB0746
 NB0746                          STATION DESCRIPTION
 NB0746
 NB0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0746'1.0 MI E FROM GILBERT.
 NB0746'1.0 MILE EAST ALONG AN ASPHALT COUNTY ROAD FROM THE LEHIGH VALLEY
 NB0746'RAILROAD STATION AT GILBERT, SENECA COUNTY, 315 FEET WEST OF THE NEIL
 NB0746'KERNS BARN, 0.6 MILE WEST OF STATE HIGHWAY 414, 22 FEET NORTH OF THE
 NB0746'CENTERLINE OF THE ROAD, 3.5 FEET EAST OF A POWER-TRANSMISSION LINE
 NB0746'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER
 NB0746'THAN THE ROAD. A STANDARD DISK, STAMPED A 175 1942 AND SET IN THE TOP
 NB0746'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 NB0746
 NB0746                          STATION RECOVERY (1985)
 NB0746
 NB0746'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0746'MARK NOT FOUND.
 NB0746
 NB0746                          STATION RECOVERY (1985)
 NB0746
 NB0746'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0746'MARK NOT FOUND.
 NB0746
 NB0746                          STATION RECOVERY (2001)
 NB0746
 NB0746'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0058 ***********************************************************************
 NB0058  DESIGNATION -  A 176
 NB0058  PID         -  NB0058
 NB0058  STATE/COUNTY-  NY/CAYUGA
 NB0058  USGS QUAD   -  MORAVIA (1976)
 NB0058
 NB0058                         *CURRENT SURVEY CONTROL
 NB0058  ___________________________________________________________________
 NB0058* NAD 83(1986)-  42 43 23.     (N)    076 23 58.     (W)     SCALED    
 NB0058* NAVD 88     -       317.774  (meters)    1042.56   (feet)  ADJUSTED  
 NB0058  ___________________________________________________________________
 NB0058  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NB0058  DYNAMIC HT  -         317.674 (meters)    1042.24  (feet)  COMP
 NB0058  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NB0058
 NB0058  VERT ORDER  -  SECOND    CLASS 0
 NB0058
 NB0058.The horizontal coordinates were scaled from a topographic map and have
 NB0058.an estimated accuracy of +/- 6 seconds.
 NB0058
 NB0058.The orthometric height was determined by differential leveling
 NB0058.and adjusted by the National Geodetic Survey in June 1991..
 NB0058
 NB0058.The geoid height was determined by GEOID03.
 NB0058
 NB0058.The dynamic height is computed by dividing the NAVD 88
 NB0058.geopotential number by the normal gravity value computed on the
 NB0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0058.degrees latitude (g = 980.6199 gals.).
 NB0058
 NB0058.The modeled gravity was interpolated from observed gravity values.
 NB0058
 NB0058;                    North         East    Units  Estimated Accuracy
 NB0058;SPC NY C     -   302,420.      265,060.      MT  (+/- 180 meters Scaled)
 NB0058
 NB0058                          SUPERSEDED SURVEY CONTROL
 NB0058
 NB0058  NGVD 29 (??/??/92)  317.915  (m)         1043.03   (f) ADJ UNCH    2 0
 NB0058
 NB0058.Superseded values are not recommended for survey control.
 NB0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0058.See file dsdata.txt to determine how the superseded data were derived.
 NB0058
 NB0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN854310(NAD 83)
 NB0058_MARKER: DB = BENCH MARK DISK
 NB0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0058_STAMPING: A 176 1942
 NB0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0058+STABILITY: SURFACE MOTION
 NB0058
 NB0058  HISTORY     - Date     Condition        Report By
 NB0058  HISTORY     - 1942     MONUMENTED       CGS
 NB0058
 NB0058                          STATION DESCRIPTION
 NB0058
 NB0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0058'1.9 MI NE FROM MORAVIA.
 NB0058'TO REACH FROM THE POST OFFICE AT MORAVIA--PROCEED 1.9 MILES NORTHEAST
 NB0058'ON STATE HIGHWAY NO. 38 A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0058'136.0 FEET SOUTH OF THE SOUTH CORNER OF A TWO-STORY WHITE FRAME
 NB0058'HOUSE, 26.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTER LINE
 NB0058'OF HIGHWAY, AND 6.0 FEET SOUTH OF TELEPHONE POLE NO. 23-N3. IT IS
 NB0058'3.0 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 NB0058'PROJECTS 0.5 FOOT. A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NB0058'POST STAMPED A 176 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0595 ***********************************************************************
 NB0595  DESIGNATION -  A 177
 NB0595  PID         -  NB0595
 NB0595  STATE/COUNTY-  NY/CAYUGA
 NB0595  USGS QUAD   -  SCIPIO CENTER (1956)
 NB0595
 NB0595                         *CURRENT SURVEY CONTROL
 NB0595  ___________________________________________________________________
 NB0595* NAD 83(1986)-  42 51 39.     (N)    076 30 13.     (W)     SCALED    
 NB0595* NAVD 88     -       242.153  (meters)     794.46   (feet)  ADJUSTED  
 NB0595  ___________________________________________________________________
 NB0595  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NB0595  DYNAMIC HT  -         242.085 (meters)     794.24  (feet)  COMP
 NB0595  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 NB0595
 NB0595  VERT ORDER  -  SECOND    CLASS 0
 NB0595
 NB0595.The horizontal coordinates were scaled from a topographic map and have
 NB0595.an estimated accuracy of +/- 6 seconds.
 NB0595
 NB0595.The orthometric height was determined by differential leveling
 NB0595.and adjusted by the National Geodetic Survey in June 1991..
 NB0595
 NB0595.The geoid height was determined by GEOID03.
 NB0595
 NB0595.The dynamic height is computed by dividing the NAVD 88
 NB0595.geopotential number by the normal gravity value computed on the
 NB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0595.degrees latitude (g = 980.6199 gals.).
 NB0595
 NB0595.The modeled gravity was interpolated from observed gravity values.
 NB0595
 NB0595;                    North         East    Units  Estimated Accuracy
 NB0595;SPC NY C     -   317,710.      256,520.      MT  (+/- 180 meters Scaled)
 NB0595
 NB0595                          SUPERSEDED SURVEY CONTROL
 NB0595
 NB0595  NGVD 29 (??/??/92)  242.30   (m)          794.9    (f) COMPUTED    2 0
 NB0595
 NB0595.Superseded values are not recommended for survey control.
 NB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0595.See file dsdata.txt to determine how the superseded data were derived.
 NB0595
 NB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN771464(NAD 83)
 NB0595_MARKER: DB = BENCH MARK DISK
 NB0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0595_SP_SET: CULVERT
 NB0595_STAMPING: A 177 1942
 NB0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0595
 NB0595  HISTORY     - Date     Condition        Report By
 NB0595  HISTORY     - 1942     MONUMENTED       CGS
 NB0595  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 NB0595
 NB0595                          STATION DESCRIPTION
 NB0595
 NB0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0595'6.6 MI SE FROM AUBURN.
 NB0595'TO REACH FROM THE POST OFFICE IN AUBURN--PROCEED 6.6 MILES SOUTHEAST
 NB0595'ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0595'82.0 FEET NORTHWEST OF A RESTAURANT, 60.0 FEET NORTHEAST OF THE
 NB0595'CENTER OF A SIDE ROAD INTERSECTION LEADING SOUTHEAST, AND 22.3
 NB0595'FEET NORTH OF AND ABOUT 1.0 BELOW THE CENTERLINE OF HIGHWAY. IT IS
 NB0595'7.0 FEET WEST OF HIGHLINE POLE NO. 160-AR1, AND SET HORIZONTALLY IN
 NB0595'THE CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 NB0595
 NB0595                          STATION RECOVERY (1994)
 NB0595
 NB0595'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0596 ***********************************************************************
 NB0596  DESIGNATION -  A 177 RESET 1959
 NB0596  PID         -  NB0596
 NB0596  STATE/COUNTY-  NY/CAYUGA
 NB0596  USGS QUAD   -  SCIPIO CENTER (1956)
 NB0596
 NB0596                         *CURRENT SURVEY CONTROL
 NB0596  ___________________________________________________________________
 NB0596* NAD 83(1986)-  42 51 39.     (N)    076 30 13.     (W)     SCALED    
 NB0596* NAVD 88     -       242.43   (+/-2cm)     795.4    (feet)  VERTCON   
 NB0596  ___________________________________________________________________
 NB0596  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NB0596
 NB0596  VERT ORDER  -  THIRD (See Below)
 NB0596
 NB0596.The horizontal coordinates were scaled from a topographic map and have
 NB0596.an estimated accuracy of +/- 6 seconds.
 NB0596
 NB0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0596.The vertical order pertains to the NGVD 29 superseded value.
 NB0596
 NB0596.The geoid height was determined by GEOID03.
 NB0596
 NB0596;                    North         East    Units  Estimated Accuracy
 NB0596;SPC NY C     -   317,710.      256,520.      MT  (+/- 180 meters Scaled)
 NB0596
 NB0596                          SUPERSEDED SURVEY CONTROL
 NB0596
 NB0596  NGVD 29 (??/??/??)  242.58   (m)          795.9    (f) RESET       3  
 NB0596
 NB0596.Superseded values are not recommended for survey control.
 NB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0596.See file dsdata.txt to determine how the superseded data were derived.
 NB0596
 NB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN771464(NAD 83)
 NB0596_MARKER: DB = BENCH MARK DISK
 NB0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0596_STAMPING: A 177 RESET 1959
 NB0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0596+STABILITY: SURFACE MOTION
 NB0596
 NB0596  HISTORY     - Date     Condition        Report By
 NB0596  HISTORY     - 1959     MONUMENTED       CGS
 NB0596  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0596
 NB0596                          STATION DESCRIPTION
 NB0596
 NB0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NB0596'6.4 MI SE FROM AUBURN.
 NB0596'TO REACH FROM SECOND BAPTIST CHURCH IN AUBURN, LOCATED AT U. S. RT.
 NB0596'NO. 20 (E. GENESSE STREET) AND N.Y.S. HIGHWAY NO. 38 A (OWASCO
 NB0596'ROAD)--PROCEED 6.4 MILES SOUTHEAST ON RT. NO. 38 A TO SITE OF BENCH
 NB0596'MARK, ON NORTH SIDE OF ROAD. BENCH MARK IS OPPOSITE A COMBINATION
 NB0596'GAS STATION AND GROCERY STORE AND NORTHEAST OF A SIDE ROAD
 NB0596'INTERSECTION. 1.0 FEET NORTH OF THE RIGHT OF WAY AND ON THE FENCE
 NB0596'LINE OF THE PROPERTY OF A WHITE TWO STORY FRAME HOUSE, AND SET IN A
 NB0596'CONCRETE POST.
 NB0596
 NB0596                          STATION RECOVERY (1990)
 NB0596
 NB0596'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0097 ***********************************************************************
 NB0097  DESIGNATION -  A 178
 NB0097  PID         -  NB0097
 NB0097  STATE/COUNTY-  NY/ONONDAGA
 NB0097  USGS QUAD   -  SPAFFORD (1955)
 NB0097
 NB0097                         *CURRENT SURVEY CONTROL
 NB0097  ___________________________________________________________________
 NB0097* NAD 83(1986)-  42 49 04.     (N)    076 15 06.     (W)     SCALED    
 NB0097* NAVD 88     -       481.346  (meters)    1579.22   (feet)  ADJUSTED  
 NB0097  ___________________________________________________________________
 NB0097  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NB0097  DYNAMIC HT  -         481.203 (meters)    1578.75  (feet)  COMP
 NB0097  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 NB0097
 NB0097  VERT ORDER  -  SECOND    CLASS 0
 NB0097
 NB0097.The horizontal coordinates were scaled from a topographic map and have
 NB0097.an estimated accuracy of +/- 6 seconds.
 NB0097
 NB0097.The orthometric height was determined by differential leveling
 NB0097.and adjusted by the National Geodetic Survey in June 1991..
 NB0097
 NB0097.The geoid height was determined by GEOID03.
 NB0097
 NB0097.The dynamic height is computed by dividing the NAVD 88
 NB0097.geopotential number by the normal gravity value computed on the
 NB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0097.degrees latitude (g = 980.6199 gals.).
 NB0097
 NB0097.The modeled gravity was interpolated from observed gravity values.
 NB0097
 NB0097;                    North         East    Units  Estimated Accuracy
 NB0097;SPC NY C     -   312,980.      277,120.      MT  (+/- 180 meters Scaled)
 NB0097
 NB0097                          SUPERSEDED SURVEY CONTROL
 NB0097
 NB0097  NGVD 29 (??/??/92)  481.488  (m)         1579.68   (f) ADJ UNCH    2 0
 NB0097
 NB0097.Superseded values are not recommended for survey control.
 NB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0097.See file dsdata.txt to determine how the superseded data were derived.
 NB0097
 NB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN976413(NAD 83)
 NB0097_MARKER: DB = BENCH MARK DISK
 NB0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0097_SP_SET: CULVERT
 NB0097_STAMPING: A 178 1942
 NB0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0097+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 NB0097
 NB0097  HISTORY     - Date     Condition        Report By
 NB0097  HISTORY     - 1942     MONUMENTED       CGS
 NB0097  HISTORY     - 20020219 GOOD             NYSE+S
 NB0097
 NB0097                          STATION DESCRIPTION
 NB0097
 NB0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0097'14.8 MI N FROM HOMER.
 NB0097'TO REACH FROM THE POST OFFICE IN HOMER-- PROCEED 13.2 MILES NORTHWEST
 NB0097'ON STATE HIGHWAY NO. 41 TO A SIDE ROAD INTERSECTION AT SPAFFORD,
 NB0097'THENCE GO 0.7 MILE EAST ON AN IMPROVED COUNTY ROAD TO A CROSS ROAD
 NB0097'INTERSECTION, THENCE GO 0.9 MILE NORTH TO SITE OF BENCH MARK. BENCH
 NB0097'MARK IS ON A HILLSIDE ABOUT 275.0 FEET SOUTH OF AN OLD HOUSE AND
 NB0097'BARN, AND 22.0 FEET WEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE
 NB0097'OF ROAD. IT IS SET HORIZONTALLY IN THE CENTER OF THE NORTH WING OF
 NB0097'THE WEST HEADWALL OF A CONCRETE CULVERT. A STANDARD DISK, STAMPED
 NB0097'A 178 1942.
 NB0097
 NB0097                          STATION RECOVERY (2002)
 NB0097
 NB0097'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2002 (RLC)
 NB0097'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0022 ***********************************************************************
 NB0022  DESIGNATION -  A 179
 NB0022  PID         -  NB0022
 NB0022  STATE/COUNTY-  NY/ONONDAGA
 NB0022  USGS QUAD   -  MARCELLUS (1976)
 NB0022
 NB0022                         *CURRENT SURVEY CONTROL
 NB0022  ___________________________________________________________________
 NB0022* NAD 83(1986)-  42 57 16.     (N)    076 18 38.     (W)     SCALED    
 NB0022* NAVD 88     -       336.669  (meters)    1104.55   (feet)  ADJUSTED  
 NB0022  ___________________________________________________________________
 NB0022  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NB0022  DYNAMIC HT  -         336.575 (meters)    1104.25  (feet)  COMP
 NB0022  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 NB0022
 NB0022  VERT ORDER  -  SECOND    CLASS 0
 NB0022
 NB0022.The horizontal coordinates were scaled from a topographic map and have
 NB0022.an estimated accuracy of +/- 6 seconds.
 NB0022
 NB0022.The orthometric height was determined by differential leveling
 NB0022.and adjusted by the National Geodetic Survey in June 1991..
 NB0022
 NB0022.The geoid height was determined by GEOID03.
 NB0022
 NB0022.The dynamic height is computed by dividing the NAVD 88
 NB0022.geopotential number by the normal gravity value computed on the
 NB0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0022.degrees latitude (g = 980.6199 gals.).
 NB0022
 NB0022.The modeled gravity was interpolated from observed gravity values.
 NB0022
 NB0022;                    North         East    Units  Estimated Accuracy
 NB0022;SPC NY C     -   328,150.      272,260.      MT  (+/- 180 meters Scaled)
 NB0022
 NB0022                          SUPERSEDED SURVEY CONTROL
 NB0022
 NB0022  NGVD 29 (??/??/92)  336.818  (m)         1105.04   (f) ADJ UNCH    2 0
 NB0022
 NB0022.Superseded values are not recommended for survey control.
 NB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0022.See file dsdata.txt to determine how the superseded data were derived.
 NB0022
 NB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN930565(NAD 83)
 NB0022_MARKER: DB = BENCH MARK DISK
 NB0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0022_SP_SET: CULVERT
 NB0022_STAMPING: A 179 1942
 NB0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0022
 NB0022  HISTORY     - Date     Condition        Report By
 NB0022  HISTORY     - 1942     MONUMENTED       CGS
 NB0022  HISTORY     - 19910419 GOOD             USPSQD
 NB0022  HISTORY     - 19981020 GOOD             FA
 NB0022
 NB0022                          STATION DESCRIPTION
 NB0022
 NB0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0022'2.8 MI SE FROM MARCELLUS.
 NB0022'TO REACH FROM THE POST OFFICE IN MARCELLUS--  PROCEED 0.3 MILE EAST
 NB0022'ON AN IMPROVED COUNTY ROAD TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0022'115.0 FEET NORTH OF A YELLOW FRAME HOUSE, AND 44.0 FEET SOUTHEAST OF
 NB0022'THE CENTER OF A CROSS ROAD INTERSECTION. IT IS 24.0 FEET EAST OF AND
 NB0022'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE NORTH AND SOUTH ROAD,
 NB0022'AND SET HORIZONTALLY IN THE CENTER OF THE SOUTHEAST HEADWALL OF A
 NB0022'CONCRETE CULVERT. A STANDARD DISK, STAMPED A 179 1942.
 NB0022
 NB0022                          STATION RECOVERY (1991)
 NB0022
 NB0022'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0022'RECOVERED IN GOOD CONDITION.
 NB0022
 NB0022                          STATION RECOVERY (1998)
 NB0022
 NB0022'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 NB0022'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0132 ***********************************************************************
 OF0132  DESIGNATION -  A 18
 OF0132  PID         -  OF0132
 OF0132  STATE/COUNTY-  NY/JEFFERSON
 OF0132  USGS QUAD   -  ADAMS (1982)
 OF0132
 OF0132                         *CURRENT SURVEY CONTROL
 OF0132  ___________________________________________________________________
 OF0132* NAD 83(1986)-  43 48 05.     (N)    076 02 16.     (W)     SCALED    
 OF0132* NAVD 88     -       181.091  (meters)     594.13   (feet)  ADJUSTED  
 OF0132  ___________________________________________________________________
 OF0132  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 OF0132  DYNAMIC HT  -         181.056 (meters)     594.01  (feet)  COMP
 OF0132  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 OF0132
 OF0132  VERT ORDER  -  FIRST     CLASS II
 OF0132
 OF0132.The horizontal coordinates were scaled from a topographic map and have
 OF0132.an estimated accuracy of +/- 6 seconds.
 OF0132
 OF0132.The orthometric height was determined by differential leveling
 OF0132.and adjusted by the National Geodetic Survey in June 1991..
 OF0132
 OF0132.The geoid height was determined by GEOID03.
 OF0132
 OF0132.The dynamic height is computed by dividing the NAVD 88
 OF0132.geopotential number by the normal gravity value computed on the
 OF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0132.degrees latitude (g = 980.6199 gals.).
 OF0132
 OF0132.The modeled gravity was interpolated from observed gravity values.
 OF0132
 OF0132;                    North         East    Units  Estimated Accuracy
 OF0132;SPC NY C     -   422,340.      293,900.      MT  (+/- 180 meters Scaled)
 OF0132
 OF0132                          SUPERSEDED SURVEY CONTROL
 OF0132
 OF0132  NGVD 29 (??/??/92)  181.229  (m)          594.58   (f) ADJ UNCH    1 2
 OF0132
 OF0132.Superseded values are not recommended for survey control.
 OF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0132.See file dsdata.txt to determine how the superseded data were derived.
 OF0132
 OF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP165503(NAD 83)
 OF0132_MARKER: Q = CHISELED SQUARE
 OF0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0132_SP_SET: CULVERT
 OF0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0132
 OF0132  HISTORY     - Date     Condition        Report By
 OF0132  HISTORY     - UNK      MONUMENTED       CGS
 OF0132  HISTORY     - 1919     GOOD             NGS
 OF0132
 OF0132                          STATION DESCRIPTION
 OF0132
 OF0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0132'1 MI S FROM ADAMS.
 OF0132'A 18 -- ABOUT 1 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 OF0132'FROM ADAMS, JEFFERSON COUNTY, 19-1/2 POLES NORTH OF MILEPOST
 OF0132'S 58, 2 POLES NORTH OF A FARM-ROAD CROSSING, 1 POLE NORTH OF
 OF0132'A SEMAPHORE, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 OF0132'THE EAST HEADWALL, AND 7 FEET EAST OF THE EAST RAIL. THE TOP OF
 OF0132'A ROUNDHEADED IRON BOLT SURROUNDED BY A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0010 ***********************************************************************
 NB0010  DESIGNATION -  A 180
 NB0010  PID         -  NB0010
 NB0010  STATE/COUNTY-  NY/ONONDAGA
 NB0010  USGS QUAD   -  SOUTH ONONDAGA (1973)
 NB0010
 NB0010                         *CURRENT SURVEY CONTROL
 NB0010  ___________________________________________________________________
 NB0010* NAD 83(1986)-  42 59 38.     (N)    076 13 01.     (W)     SCALED    
 NB0010* NAVD 88     -       311.631  (meters)    1022.41   (feet)  ADJUSTED  
 NB0010  ___________________________________________________________________
 NB0010  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NB0010  DYNAMIC HT  -         311.546 (meters)    1022.13  (feet)  COMP
 NB0010  MODELED GRAV-     980,336.7   (mgal)                       NAVD 88
 NB0010
 NB0010  VERT ORDER  -  SECOND    CLASS 0
 NB0010
 NB0010.The horizontal coordinates were scaled from a topographic map and have
 NB0010.an estimated accuracy of +/- 6 seconds.
 NB0010
 NB0010.The orthometric height was determined by differential leveling
 NB0010.and adjusted by the National Geodetic Survey in June 1991..
 NB0010
 NB0010.The geoid height was determined by GEOID03.
 NB0010
 NB0010.The dynamic height is computed by dividing the NAVD 88
 NB0010.geopotential number by the normal gravity value computed on the
 NB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0010.degrees latitude (g = 980.6199 gals.).
 NB0010
 NB0010.The modeled gravity was interpolated from observed gravity values.
 NB0010
 NB0010;                    North         East    Units  Estimated Accuracy
 NB0010;SPC NY C     -   332,560.      279,880.      MT  (+/- 180 meters Scaled)
 NB0010
 NB0010                          SUPERSEDED SURVEY CONTROL
 NB0010
 NB0010  NGVD 29 (??/??/92)  311.793  (m)         1022.94   (f) ADJ UNCH    2 0
 NB0010
 NB0010.Superseded values are not recommended for survey control.
 NB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0010.See file dsdata.txt to determine how the superseded data were derived.
 NB0010
 NB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN007608(NAD 83)
 NB0010_MARKER: DB = BENCH MARK DISK
 NB0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0010_SP_SET: CULVERT
 NB0010_STAMPING: A 180 1942
 NB0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0010
 NB0010  HISTORY     - Date     Condition        Report By
 NB0010  HISTORY     - 1942     MONUMENTED       CGS
 NB0010  HISTORY     - 1973     MARK NOT FOUND   USGS
 NB0010
 NB0010                          STATION DESCRIPTION
 NB0010
 NB0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0010'5.8 MI SW FROM SYRACUSE.
 NB0010'TO REACH FROM THE COURTHOUSE IN SYRACUSE--  PROCEED 5.8 MILES
 NB0010'SOUTHWEST ON STATE HIGHWAY NO. 20 TO SITE OF BENCH MARK. BENCH MARK
 NB0010'IS 33.3 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 NB0010'HIGHWAY AND 23.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 NB0010'CENTERLINE OF A SIDE ROAD INTERSECTION, CALLED THE ABBEY ROAD,
 NB0010'LEADING SOUTH. IT IS SET HORIZONTALLY IN THE CENTER OF THE WEST
 NB0010'HEADWALL OF A CONCRETE CULVERT. A STANDARD DISK, STAMPED A 180 1942.
 NB0010'NOTE-- ROAD CONSTR. IN AREA.
 NB0010
 NB0010                          STATION RECOVERY (1973)
 NB0010
 NB0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NB0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0782 ***********************************************************************
 OE0782  DESIGNATION -  A 181
 OE0782  PID         -  OE0782
 OE0782  STATE/COUNTY-  NY/ONEIDA
 OE0782  USGS QUAD   -  NORTH WESTERN (1980)
 OE0782
 OE0782                         *CURRENT SURVEY CONTROL
 OE0782  ___________________________________________________________________
 OE0782* NAD 83(1986)-  43 18 15.     (N)    075 22 07.     (W)     SCALED    
 OE0782* NAVD 88     -       263.929  (meters)     865.91   (feet)  ADJUSTED  
 OE0782  ___________________________________________________________________
 OE0782  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 OE0782  DYNAMIC HT  -         263.863 (meters)     865.69  (feet)  COMP
 OE0782  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 OE0782
 OE0782  VERT ORDER  -  SECOND    CLASS 0
 OE0782
 OE0782.The horizontal coordinates were scaled from a topographic map and have
 OE0782.an estimated accuracy of +/- 6 seconds.
 OE0782
 OE0782.The orthometric height was determined by differential leveling
 OE0782.and adjusted by the National Geodetic Survey in June 1991..
 OE0782
 OE0782.The geoid height was determined by GEOID03.
 OE0782
 OE0782.The dynamic height is computed by dividing the NAVD 88
 OE0782.geopotential number by the normal gravity value computed on the
 OE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0782.degrees latitude (g = 980.6199 gals.).
 OE0782
 OE0782.The modeled gravity was interpolated from observed gravity values.
 OE0782
 OE0782;                    North         East    Units  Estimated Accuracy
 OE0782;SPC NY C     -   367,680.      348,550.      MT  (+/- 180 meters Scaled)
 OE0782
 OE0782                          SUPERSEDED SURVEY CONTROL
 OE0782
 OE0782  NGVD 29 (??/??/92)  264.060  (m)          866.34   (f) ADJ UNCH    2 0
 OE0782
 OE0782.Superseded values are not recommended for survey control.
 OE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0782.See file dsdata.txt to determine how the superseded data were derived.
 OE0782
 OE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN701946(NAD 83)
 OE0782_MARKER: DB = BENCH MARK DISK
 OE0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0782_STAMPING: A 181 1942
 OE0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0782+STABILITY: SURFACE MOTION
 OE0782
 OE0782  HISTORY     - Date     Condition        Report By
 OE0782  HISTORY     - 1942     MONUMENTED       CGS
 OE0782
 OE0782                          STATION DESCRIPTION
 OE0782
 OE0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0782'0.9 MI E FROM WESTERNVILLE.
 OE0782'0.9 MILE EAST ALONG AN IMPROVED COUNTY ROAD FROM THE SCHOOL AT
 OE0782'WESTERNVILLE, ONEIDA COUNTY, 32 FEET SOUTH OF A 48-INCH MAPLE TREE, 26
 OE0782'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTH OF THE CENTER
 OE0782'OF A WIRE GATE, 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH
 OE0782'OF A WHITE WOODEN WITNESS POST, AND 3 FEET HIGHER THAN THE ROAD. A
 OE0782'STANDARD DISK, STAMPED A 181 1942 AND SET IN THE TOP OF A CONCRETE
 OE0782'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0582 ***********************************************************************
 OE0582  DESIGNATION -  A 182 RESET 1964
 OE0582  PID         -  OE0582
 OE0582  STATE/COUNTY-  NY/LEWIS
 OE0582  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE0582
 OE0582                         *CURRENT SURVEY CONTROL
 OE0582  ___________________________________________________________________
 OE0582* NAD 83(1986)-  43 36 39.     (N)    075 22 59.     (W)     SCALED    
 OE0582* NAVD 88     -       366.28   (+/-2cm)    1201.7    (feet)  VERTCON   
 OE0582  ___________________________________________________________________
 OE0582  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 OE0582
 OE0582  VERT ORDER  -  THIRD (See Below)
 OE0582
 OE0582.The horizontal coordinates were scaled from a topographic map and have
 OE0582.an estimated accuracy of +/- 6 seconds.
 OE0582
 OE0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0582.The vertical order pertains to the NGVD 29 superseded value.
 OE0582
 OE0582.The geoid height was determined by GEOID03.
 OE0582
 OE0582;                    North         East    Units  Estimated Accuracy
 OE0582;SPC NY C     -   401,730.      346,890.      MT  (+/- 180 meters Scaled)
 OE0582
 OE0582                          SUPERSEDED SURVEY CONTROL
 OE0582
 OE0582  NGVD 29 (??/??/??)  366.38   (m)         1202.0    (f) RESET       3  
 OE0582
 OE0582.Superseded values are not recommended for survey control.
 OE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0582.See file dsdata.txt to determine how the superseded data were derived.
 OE0582
 OE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP690287(NAD 83)
 OE0582_MARKER: DB = BENCH MARK DISK
 OE0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0582_SP_SET: CULVERT
 OE0582_STAMPING: A 182 RESET 1964
 OE0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0582
 OE0582  HISTORY     - Date     Condition        Report By
 OE0582  HISTORY     - 1964     MONUMENTED       CGS
 OE0582  HISTORY     - 1965     GOOD             NGS
 OE0582
 OE0582                          STATION DESCRIPTION
 OE0582
 OE0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OE0582'1.0 MI SE FROM COLLINSVILLE.
 OE0582'1.0 MILE SOUTHEAST ALONG NEWLY CONSTRUCTED ROUTE 337 FROM THE
 OE0582'INTERSECTION OF ROUTES 337 AND 12 D AT POTTERS CORNER TO A CONCRETE
 OE0582'HEADWALL ON THE LEFT IN THE HAMLET OF COLLINSVILLE.  THE DISK IS SET
 OE0582'IN THE TOP OF THE NORTHEAST CORNER OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0701 ***********************************************************************
 OE0701  DESIGNATION -  A 183
 OE0701  PID         -  OE0701
 OE0701  STATE/COUNTY-  NY/ONEIDA
 OE0701  USGS QUAD   -  ROME (1955)
 OE0701
 OE0701                         *CURRENT SURVEY CONTROL
 OE0701  ___________________________________________________________________
 OE0701* NAD 83(1986)-  43 12 08.     (N)    075 28 00.     (W)     SCALED    
 OE0701* NAVD 88     -       134.325  (meters)     440.70   (feet)  ADJUSTED  
 OE0701  ___________________________________________________________________
 OE0701  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 OE0701  DYNAMIC HT  -         134.292 (meters)     440.59  (feet)  COMP
 OE0701  MODELED GRAV-     980,373.0   (mgal)                       NAVD 88
 OE0701
 OE0701  VERT ORDER  -  SECOND    CLASS 0
 OE0701
 OE0701.The horizontal coordinates were scaled from a topographic map and have
 OE0701.an estimated accuracy of +/- 6 seconds.
 OE0701
 OE0701.The orthometric height was determined by differential leveling
 OE0701.and adjusted by the National Geodetic Survey in June 1991..
 OE0701
 OE0701.The geoid height was determined by GEOID03.
 OE0701
 OE0701.The dynamic height is computed by dividing the NAVD 88
 OE0701.geopotential number by the normal gravity value computed on the
 OE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0701.degrees latitude (g = 980.6199 gals.).
 OE0701
 OE0701.The modeled gravity was interpolated from observed gravity values.
 OE0701
 OE0701;                    North         East    Units  Estimated Accuracy
 OE0701;SPC NY C     -   356,240.      340,750.      MT  (+/- 180 meters Scaled)
 OE0701
 OE0701                          SUPERSEDED SURVEY CONTROL
 OE0701
 OE0701  NGVD 29 (??/??/92)  134.494  (m)          441.25   (f) ADJ UNCH    2 0
 OE0701
 OE0701.Superseded values are not recommended for survey control.
 OE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0701.See file dsdata.txt to determine how the superseded data were derived.
 OE0701
 OE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN620833(NAD 83)
 OE0701_MARKER: DB = BENCH MARK DISK
 OE0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0701_SP_SET: BRIDGE
 OE0701_STAMPING: A 183 1942
 OE0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0701
 OE0701  HISTORY     - Date     Condition        Report By
 OE0701  HISTORY     - 1942     MONUMENTED       CGS
 OE0701  HISTORY     - 1974     MARK NOT FOUND   USGS
 OE0701  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE0701  HISTORY     - 19980915 MARK NOT FOUND   USPSQD
 OE0701  HISTORY     - 20050415 MARK NOT FOUND   NYDT
 OE0701
 OE0701                          STATION DESCRIPTION
 OE0701
 OE0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0701'IN ROME.
 OE0701'AT THE SOUTH EDGE OF ROME, ONEIDA COUNTY, 0.2 MILE NORTH OF THE NEW
 OE0701'YORK CENTRAL RAILROAD MAIN LINE, ON JAMES STREET (STATE HIGHWAY 26),
 OE0701'AT A BRIDGE OVER BARGE CANAL AND IN THE TOP OF THE WEST END OF THE
 OE0701'NORTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED A 183 1942.
 OE0701
 OE0701                          STATION RECOVERY (1974)
 OE0701
 OE0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OE0701'MARK NOT FOUND.
 OE0701
 OE0701                          STATION RECOVERY (1982)
 OE0701
 OE0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0701'NOT RECOVERED, TOP PORTIONS OF ALL ABUTMENTS HAVE BEEN REWORKED
 OE0701'AND THE MARK IS ASSUMED DESTROYED.
 OE0701
 OE0701                          STATION RECOVERY (1998)
 OE0701
 OE0701'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0701'MARK NOT FOUND.
 OE0701
 OE0701                          STATION RECOVERY (2005)
 OE0701
 OE0701'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0661 ***********************************************************************
 OE0661  DESIGNATION -  A 184
 OE0661  PID         -  OE0661
 OE0661  STATE/COUNTY-  NY/ONEIDA
 OE0661  USGS QUAD   -  BOONVILLE (1955)
 OE0661
 OE0661                         *CURRENT SURVEY CONTROL
 OE0661  ___________________________________________________________________
 OE0661* NAD 83(1986)-  43 26 50.     (N)    075 16 29.     (W)     SCALED    
 OE0661* NAVD 88     -       380.515  (meters)    1248.41   (feet)  ADJUSTED  
 OE0661  ___________________________________________________________________
 OE0661  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 OE0661  DYNAMIC HT  -         380.418 (meters)    1248.09  (feet)  COMP
 OE0661  MODELED GRAV-     980,355.5   (mgal)                       NAVD 88
 OE0661
 OE0661  VERT ORDER  -  FIRST     CLASS II
 OE0661
 OE0661.The horizontal coordinates were scaled from a topographic map and have
 OE0661.an estimated accuracy of +/- 6 seconds.
 OE0661
 OE0661.The orthometric height was determined by differential leveling
 OE0661.and adjusted by the National Geodetic Survey in June 1991..
 OE0661
 OE0661.The geoid height was determined by GEOID03.
 OE0661
 OE0661.The dynamic height is computed by dividing the NAVD 88
 OE0661.geopotential number by the normal gravity value computed on the
 OE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0661.degrees latitude (g = 980.6199 gals.).
 OE0661
 OE0661.The modeled gravity was interpolated from observed gravity values.
 OE0661
 OE0661;                    North         East    Units  Estimated Accuracy
 OE0661;SPC NY C     -   383,680.      355,920.      MT  (+/- 180 meters Scaled)
 OE0661
 OE0661                          SUPERSEDED SURVEY CONTROL
 OE0661
 OE0661  NGVD 29 (??/??/92)  380.603  (m)         1248.69   (f) ADJ UNCH    1 2
 OE0661
 OE0661.Superseded values are not recommended for survey control.
 OE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0661.See file dsdata.txt to determine how the superseded data were derived.
 OE0661
 OE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP777105(NAD 83)
 OE0661_MARKER: DB = BENCH MARK DISK
 OE0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0661_SP_SET: BRIDGE
 OE0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0661
 OE0661  HISTORY     - Date     Condition        Report By
 OE0661  HISTORY     - UNK      MONUMENTED       CGS
 OE0661  HISTORY     - 1942     GOOD             NGS
 OE0661  HISTORY     - 20050801 GOOD             NYDT
 OE0661
 OE0661                          STATION DESCRIPTION
 OE0661
 OE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0661'4.0 MI S FROM BOONVILLE.
 OE0661'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT BOONVILLE,
 OE0661'PROCEED SOUTHERLY ALONG RAILROAD TRACK 4.0 MILES TO THE SITE OF THE
 OE0661'BENCH MARK. MARK IS 595.0 FEET SOUTH OF MILE POST NUMBERED U31 AT
 OE0661'BRIDGE NUMBERED U69.  IT IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 OE0661'WINGWALL AT THE WEST END OF A CONCRETE RAILROAD BRIDGE AND 10.5 FEET
 OE0661'WEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACK.
 OE0661
 OE0661                          STATION RECOVERY (2005)
 OE0661
 OE0661'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0771 ***********************************************************************
 OE0771  DESIGNATION -  A 185
 OE0771  PID         -  OE0771
 OE0771  STATE/COUNTY-  NY/ONEIDA
 OE0771  USGS QUAD   -  LEE CENTER (1955)
 OE0771
 OE0771                         *CURRENT SURVEY CONTROL
 OE0771  ___________________________________________________________________
 OE0771* NAD 83(1986)-  43 21 56.     (N)    075 30 03.     (W)     SCALED    
 OE0771* NAVD 88     -       318.028  (meters)    1043.40   (feet)  ADJUSTED  
 OE0771  ___________________________________________________________________
 OE0771  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 OE0771  DYNAMIC HT  -         317.946 (meters)    1043.13  (feet)  COMP
 OE0771  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 OE0771
 OE0771  VERT ORDER  -  SECOND    CLASS 0
 OE0771
 OE0771.The horizontal coordinates were scaled from a topographic map and have
 OE0771.an estimated accuracy of +/- 6 seconds.
 OE0771
 OE0771.The orthometric height was determined by differential leveling
 OE0771.and adjusted by the National Geodetic Survey in June 1991..
 OE0771
 OE0771.The geoid height was determined by GEOID03.
 OE0771
 OE0771.The dynamic height is computed by dividing the NAVD 88
 OE0771.geopotential number by the normal gravity value computed on the
 OE0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0771.degrees latitude (g = 980.6199 gals.).
 OE0771
 OE0771.The modeled gravity was interpolated from observed gravity values.
 OE0771
 OE0771;                    North         East    Units  Estimated Accuracy
 OE0771;SPC NY C     -   374,350.      337,740.      MT  (+/- 180 meters Scaled)
 OE0771
 OE0771                          SUPERSEDED SURVEY CONTROL
 OE0771
 OE0771  NGVD 29 (??/??/92)  318.157  (m)         1043.82   (f) ADJ UNCH    2 0
 OE0771
 OE0771.Superseded values are not recommended for survey control.
 OE0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0771.See file dsdata.txt to determine how the superseded data were derived.
 OE0771
 OE0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP594015(NAD 83)
 OE0771_MARKER: DB = BENCH MARK DISK
 OE0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0771_STAMPING: A 185 1942
 OE0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0771+STABILITY: SURFACE MOTION
 OE0771
 OE0771  HISTORY     - Date     Condition        Report By
 OE0771  HISTORY     - 1942     MONUMENTED       CGS
 OE0771
 OE0771                          STATION DESCRIPTION
 OE0771
 OE0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0771'1.3 MI SW FROM WEST BRANCH.
 OE0771'0.3 MILE SOUTH ALONG STATE HIGHWAY 26 FROM THE SCHOOL AT WEST BRANCH,
 OE0771'ONEIDA COUNTY, THENCE 1.0 MILE WEST ALONG A COUNTY ROAD. 18 FEET SOUTH
 OE0771'OF THE CENTERLINE OF THE ROAD, 14 FEET WEST OF A POLE, 3 FEET EAST OF
 OE0771'A GATE, 3.5 FEET NORTH OF THE FENCE, 3 FEET WEST OF A WHITE WOODEN
 OE0771'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 185
 OE0771'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OE0771'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0800 ***********************************************************************
 OF0800  DESIGNATION -  A 186
 OF0800  PID         -  OF0800
 OF0800  STATE/COUNTY-  NY/WAYNE
 OF0800  USGS QUAD   -  FAIR HAVEN (1976)
 OF0800
 OF0800                         *CURRENT SURVEY CONTROL
 OF0800  ___________________________________________________________________
 OF0800* NAD 83(1986)-  43 19 56.     (N)    076 44 30.     (W)     SCALED    
 OF0800* NAVD 88     -       101.209  (meters)     332.05   (feet)  ADJUSTED  
 OF0800  ___________________________________________________________________
 OF0800  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OF0800  DYNAMIC HT  -         101.188 (meters)     331.98  (feet)  COMP
 OF0800  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 OF0800
 OF0800  VERT ORDER  -  SECOND    CLASS 0
 OF0800
 OF0800.The horizontal coordinates were scaled from a topographic map and have
 OF0800.an estimated accuracy of +/- 6 seconds.
 OF0800
 OF0800.The orthometric height was determined by differential leveling
 OF0800.and adjusted by the National Geodetic Survey in June 1991..
 OF0800
 OF0800.The geoid height was determined by GEOID03.
 OF0800
 OF0800.The dynamic height is computed by dividing the NAVD 88
 OF0800.geopotential number by the normal gravity value computed on the
 OF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0800.degrees latitude (g = 980.6199 gals.).
 OF0800
 OF0800.The modeled gravity was interpolated from observed gravity values.
 OF0800
 OF0800;                    North         East    Units  Estimated Accuracy
 OF0800;SPC NY C     -   370,090.      237,160.      MT  (+/- 180 meters Scaled)
 OF0800
 OF0800                          SUPERSEDED SURVEY CONTROL
 OF0800
 OF0800  NGVD 29 (??/??/92)  101.426  (m)          332.76   (f) ADJ UNCH    2 0
 OF0800
 OF0800.Superseded values are not recommended for survey control.
 OF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0800.See file dsdata.txt to determine how the superseded data were derived.
 OF0800
 OF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN588991(NAD 83)
 OF0800_MARKER: DB = BENCH MARK DISK
 OF0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0800_STAMPING: A 186 1942
 OF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0800+STABILITY: SURFACE MOTION
 OF0800
 OF0800  HISTORY     - Date     Condition        Report By
 OF0800  HISTORY     - 1942     MONUMENTED       CGS
 OF0800  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0800  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 OF0800
 OF0800                          STATION DESCRIPTION
 OF0800
 OF0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0800'3.4 MI NW FROM FAIRHAVEN.
 OF0800'TO REACH FROM THE R.R. STATION AT FAIRHAVEN, PROCEED SOUTHWESTERLY
 OF0800'ON U.S. HIGHWAY NO. 104-A, GO 0.7 MILE TO THE INTERSECTION OF A ROAD
 OF0800'LEADING NORTHWESTERLY, TURN RIGHT ON TO THE NORTHWEST ROAD, GO 0.4
 OF0800'MILE TO A SHARP CURVE, TURN NORTH (RIGHT) GO 0.9 MILE TO INTERSECTION
 OF0800'OF T ROAD, TURN WEST (LEFT), GO 1.0 MILE, TURN NORTH (RIGHT) AND GO
 OF0800'0.4 MILE TO THE END OF THE GRADED ROAD AND SITE OF BENCH MARK.
 OF0800'BENCH MARK IS ABOUT 100 FEET SOUTHWEST OF A FARM HOUSE, 20 FEET
 OF0800'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD,
 OF0800'12 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 8 FEET
 OF0800'SOUTHEAST OF A SMALL CHERRY TREE, 3 FEET WEST OF A 4 BY 4 INCH
 OF0800'WOODEN MARKER POST.
 OF0800'MONUMENT PROJECTS 0.5 FEET.
 OF0800
 OF0800                          STATION RECOVERY (1982)
 OF0800
 OF0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0800'MARK NOT FOUND.
 OF0800
 OF0800                          STATION RECOVERY (1987)
 OF0800
 OF0800'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 OF0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0543 ***********************************************************************
 OF0543  DESIGNATION -  A 187
 OF0543  PID         -  OF0543
 OF0543  STATE/COUNTY-  NY/WAYNE
 OF0543  USGS QUAD   -  WOLCOTT (1978)
 OF0543
 OF0543                         *CURRENT SURVEY CONTROL
 OF0543  ___________________________________________________________________
 OF0543* NAD 83(1986)-  43 12 12.     (N)    076 50 35.     (W)     SCALED    
 OF0543* NAVD 88     -       108.306  (meters)     355.33   (feet)  ADJUSTED  
 OF0543  ___________________________________________________________________
 OF0543  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OF0543  DYNAMIC HT  -         108.280 (meters)     355.25  (feet)  COMP
 OF0543  MODELED GRAV-     980,382.7   (mgal)                       NAVD 88
 OF0543
 OF0543  VERT ORDER  -  SECOND    CLASS 0
 OF0543
 OF0543.The horizontal coordinates were scaled from a topographic map and have
 OF0543.an estimated accuracy of +/- 6 seconds.
 OF0543
 OF0543.The orthometric height was determined by differential leveling
 OF0543.and adjusted by the National Geodetic Survey in June 1991..
 OF0543
 OF0543.The geoid height was determined by GEOID03.
 OF0543
 OF0543.The dynamic height is computed by dividing the NAVD 88
 OF0543.geopotential number by the normal gravity value computed on the
 OF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0543.degrees latitude (g = 980.6199 gals.).
 OF0543
 OF0543.The modeled gravity was interpolated from observed gravity values.
 OF0543
 OF0543;                    North         East    Units  Estimated Accuracy
 OF0543;SPC NY C     -   355,790.      228,890.      MT  (+/- 180 meters Scaled)
 OF0543
 OF0543                          SUPERSEDED SURVEY CONTROL
 OF0543
 OF0543  NGVD 29 (??/??/92)  108.509  (m)          356.00   (f) ADJ UNCH    2 0
 OF0543
 OF0543.Superseded values are not recommended for survey control.
 OF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0543.See file dsdata.txt to determine how the superseded data were derived.
 OF0543
 OF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN502850(NAD 83)
 OF0543_MARKER: DB = BENCH MARK DISK
 OF0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0543_SP_SET: CULVERT
 OF0543_STAMPING: A 187 1942
 OF0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0543
 OF0543  HISTORY     - Date     Condition        Report By
 OF0543  HISTORY     - 1942     MONUMENTED       CGS
 OF0543
 OF0543                          STATION DESCRIPTION
 OF0543
 OF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0543'2.3 MI SW FROM WOLCOTT.
 OF0543'TO REACH FROM NEW YORK CENTRAL RAIL ROAD STATION AT WOLCOTT. GO A
 OF0543'ABOUT 2.3 MILES WESTERLY ALONG NEW YORK CENTRAL RAIL ROAD TO A
 OF0543'SMALL STREAM AND 12.0 FOOT CONCRETE CULVERT.
 OF0543'BENCH MARK IS IN WEST END OF NORTH HEAD WALL OF CONCRETE CULVERT.
 OF0543'ABOUT 12.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW CENTER LINE
 OF0543'OF RAIL ROAD. SET HORIZONTAL AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0533 ***********************************************************************
 OF0533  DESIGNATION -  A 188
 OF0533  PID         -  OF0533
 OF0533  STATE/COUNTY-  NY/WAYNE
 OF0533  USGS QUAD   -  ROSE (1978)
 OF0533
 OF0533                         *CURRENT SURVEY CONTROL
 OF0533  ___________________________________________________________________
 OF0533* NAD 83(1986)-  43 11 09.     (N)    076 55 30.     (W)     SCALED    
 OF0533* NAVD 88     -       115.875  (meters)     380.17   (feet)  ADJUSTED  
 OF0533  ___________________________________________________________________
 OF0533  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OF0533  DYNAMIC HT  -         115.848 (meters)     380.08  (feet)  COMP
 OF0533  MODELED GRAV-     980,388.5   (mgal)                       NAVD 88
 OF0533
 OF0533  VERT ORDER  -  SECOND    CLASS 0
 OF0533
 OF0533.The horizontal coordinates were scaled from a topographic map and have
 OF0533.an estimated accuracy of +/- 6 seconds.
 OF0533
 OF0533.The orthometric height was determined by differential leveling
 OF0533.and adjusted by the National Geodetic Survey in June 1991..
 OF0533
 OF0533.The geoid height was determined by GEOID03.
 OF0533
 OF0533.The dynamic height is computed by dividing the NAVD 88
 OF0533.geopotential number by the normal gravity value computed on the
 OF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0533.degrees latitude (g = 980.6199 gals.).
 OF0533
 OF0533.The modeled gravity was interpolated from observed gravity values.
 OF0533
 OF0533;                    North         East    Units  Estimated Accuracy
 OF0533;SPC NY C     -   353,870.      222,230.      MT  (+/- 180 meters Scaled)
 OF0533
 OF0533                          SUPERSEDED SURVEY CONTROL
 OF0533
 OF0533  NGVD 29 (??/??/92)  116.084  (m)          380.85   (f) ADJ UNCH    2 0
 OF0533
 OF0533.Superseded values are not recommended for survey control.
 OF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0533.See file dsdata.txt to determine how the superseded data were derived.
 OF0533
 OF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN435832(NAD 83)
 OF0533_MARKER: DB = BENCH MARK DISK
 OF0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0533_SP_SET: CULVERT
 OF0533_STAMPING: A 188 1942
 OF0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0533
 OF0533  HISTORY     - Date     Condition        Report By
 OF0533  HISTORY     - 1942     MONUMENTED       CGS
 OF0533  HISTORY     - 1984     GOOD             USPSQD
 OF0533  HISTORY     - 20060429 GOOD             USPSQD
 OF0533
 OF0533                          STATION DESCRIPTION
 OF0533
 OF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0533'1.7 MI W FROM NORTH ROSE.
 OF0533'TO REACH FROM THE NEW YORK CENTRAL RAIL ROAD STATION AT NORTH
 OF0533'ROSE, GO ABOUT 1.7 MILES WEST ALONG RAIL ROAD.
 OF0533'BENCH MARK IS ABOUT 160.0 FEET EAST OF MILE POST NO. 57, ABOUT 50.0
 OF0533'FEET NORTH OF AND ABOUT 5.0 FEET BELOW THE CENTER LINE OF THE
 OF0533'RAIL ROAD, 12.0 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 OF0533'ROAD PARELELLING THE RAIL ROAD, AND SET HORIZONTALLY IN TOP OF
 OF0533'THE WEST END OF THE NORTH HEAD WALL OF A CONCRETE CULVERT UNDER
 OF0533'THE ROAD.
 OF0533
 OF0533                          STATION RECOVERY (1984)
 OF0533
 OF0533'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0533'DIRT ROAD HAS BEEN RAISED, WIDENED, AND PAVED. THE OLD CULVERT HAS
 OF0533'BEEN MOSTLY COVERED WITH DIRT AND IS OVER GROWN WITH GRASS AND WEEDS.
 OF0533
 OF0533                          STATION RECOVERY (2006)
 OF0533
 OF0533'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1193 ***********************************************************************
 OE1193  DESIGNATION -  A 189
 OE1193  PID         -  OE1193
 OE1193  STATE/COUNTY-  NY/OSWEGO
 OE1193  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1193
 OE1193                         *CURRENT SURVEY CONTROL
 OE1193  ___________________________________________________________________
 OE1193* NAD 83(1986)-  43 22 33.     (N)    075 59 48.     (W)     SCALED    
 OE1193* NAVD 88     -       202.382  (meters)     663.98   (feet)  ADJUSTED  
 OE1193  ___________________________________________________________________
 OE1193  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OE1193  DYNAMIC HT  -         202.336 (meters)     663.83  (feet)  COMP
 OE1193  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 OE1193
 OE1193  VERT ORDER  -  SECOND    CLASS 0
 OE1193
 OE1193.The horizontal coordinates were scaled from a topographic map and have
 OE1193.an estimated accuracy of +/- 6 seconds.
 OE1193
 OE1193.The orthometric height was determined by differential leveling
 OE1193.and adjusted by the National Geodetic Survey in June 1991..
 OE1193
 OE1193.The geoid height was determined by GEOID03.
 OE1193
 OE1193.The dynamic height is computed by dividing the NAVD 88
 OE1193.geopotential number by the normal gravity value computed on the
 OE1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1193.degrees latitude (g = 980.6199 gals.).
 OE1193
 OE1193.The modeled gravity was interpolated from observed gravity values.
 OE1193
 OE1193;                    North         East    Units  Estimated Accuracy
 OE1193;SPC NY C     -   375,090.      297,540.      MT  (+/- 180 meters Scaled)
 OE1193
 OE1193                          SUPERSEDED SURVEY CONTROL
 OE1193
 OE1193  NGVD 29 (??/??/92)  202.546  (m)          664.52   (f) ADJ UNCH    2 0
 OE1193
 OE1193.Superseded values are not recommended for survey control.
 OE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1193.See file dsdata.txt to determine how the superseded data were derived.
 OE1193
 OE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP192030(NAD 83)
 OE1193_MARKER: DB = BENCH MARK DISK
 OE1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1193_STAMPING: A 189 1942
 OE1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1193+STABILITY: SURFACE MOTION
 OE1193
 OE1193  HISTORY     - Date     Condition        Report By
 OE1193  HISTORY     - 1942     MONUMENTED       CGS
 OE1193  HISTORY     - 1958     MARK NOT FOUND   USGS
 OE1193  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE1193
 OE1193                          STATION DESCRIPTION
 OE1193
 OE1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1193'1.0 MI SW FROM WEST AMBOY.
 OE1193'TO REACH FROM THE WEST AMBOY CEMETERY, PROCEED SOUTHWESTERLY ON ROAD
 OE1193'TO POTTERS CORNER AND GO 1.0 MILE TO A LARGE HOUSE ON EAST SIDE OF
 OE1193'ROAD AND SITE OF BENCH MARK. BENCH MARK IS ABOUT 150 FEET NORTHWEST
 OE1193'AND ACROSS THE ROAD FROM THE HOUSE, 27 FEET SOUTHWEST OF THE BARN LOT
 OE1193'CORNER FENCE POST, 18 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION
 OE1193'AS THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A 4 BY 4 INCH
 OE1193'WOODEN MARKER POST AND ONE FOOT SOUTHEAST OF THE FENCE.  MONUMENT
 OE1193'PROJECTS 0.5 FEET.
 OE1193
 OE1193                          STATION RECOVERY (1958)
 OE1193
 OE1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OE1193'MARK NOT FOUND.
 OE1193
 OE1193                          STATION RECOVERY (1982)
 OE1193
 OE1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1130 ***********************************************************************
 OE1130  DESIGNATION -  A 190
 OE1130  PID         -  OE1130
 OE1130  STATE/COUNTY-  NY/OSWEGO
 OE1130  USGS QUAD   -  PANTHER LAKE (1959)
 OE1130
 OE1130                         *CURRENT SURVEY CONTROL
 OE1130  ___________________________________________________________________
 OE1130* NAD 83(1986)-  43 22 08.     (N)    075 55 36.     (W)     SCALED    
 OE1130* NAVD 88     -       200.462  (meters)     657.68   (feet)  ADJUSTED  
 OE1130  ___________________________________________________________________
 OE1130  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OE1130  DYNAMIC HT  -         200.415 (meters)     657.53  (feet)  COMP
 OE1130  MODELED GRAV-     980,383.1   (mgal)                       NAVD 88
 OE1130
 OE1130  VERT ORDER  -  SECOND    CLASS 0
 OE1130
 OE1130.The horizontal coordinates were scaled from a topographic map and have
 OE1130.an estimated accuracy of +/- 6 seconds.
 OE1130
 OE1130.The orthometric height was determined by differential leveling
 OE1130.and adjusted by the National Geodetic Survey in June 1991..
 OE1130
 OE1130.The geoid height was determined by GEOID03.
 OE1130
 OE1130.The dynamic height is computed by dividing the NAVD 88
 OE1130.geopotential number by the normal gravity value computed on the
 OE1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1130.degrees latitude (g = 980.6199 gals.).
 OE1130
 OE1130.The modeled gravity was interpolated from observed gravity values.
 OE1130
 OE1130;                    North         East    Units  Estimated Accuracy
 OE1130;SPC NY C     -   374,360.      303,220.      MT  (+/- 180 meters Scaled)
 OE1130
 OE1130                          SUPERSEDED SURVEY CONTROL
 OE1130
 OE1130  NGVD 29 (??/??/92)  200.622  (m)          658.21   (f) ADJ UNCH    2 0
 OE1130
 OE1130.Superseded values are not recommended for survey control.
 OE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1130.See file dsdata.txt to determine how the superseded data were derived.
 OE1130
 OE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP249021(NAD 83)
 OE1130_MARKER: DB = BENCH MARK DISK
 OE1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1130_SP_SET: CULVERT
 OE1130_STAMPING: A 190 1942
 OE1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1130
 OE1130  HISTORY     - Date     Condition        Report By
 OE1130  HISTORY     - 1942     MONUMENTED       CGS
 OE1130  HISTORY     - 1970     GOOD             NGS
 OE1130  HISTORY     - 19980812 MARK NOT FOUND   USPSQD
 OE1130
 OE1130                          STATION DESCRIPTION
 OE1130
 OE1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1130'0.8 MI E FROM AMBOY CENTER.
 OE1130'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 183 AND NO. 69 AT
 OE1130'AMBOY CENTER, PROCEED EASTERLY ON STATE HIGHWAY NO. 69 AND GO 0.8 MILE
 OE1130'TO A CONCRETE CULVERT AT THE FOOT OF A SMALL HILL AND SITE OF BENCH
 OE1130'MARK. BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF THE
 OE1130'NORTH HEADWALL OF THE CONCRETE CULVERT, IT IS 18 FEET NORTH OF AND
 OE1130'ABOUT ONE FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
 OE1130
 OE1130                          STATION RECOVERY (1970)
 OE1130
 OE1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OE1130'RECOVERED IN GOOD CONDITION.
 OE1130
 OE1130                          STATION RECOVERY (1998)
 OE1130
 OE1130'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1131 ***********************************************************************
 OE1131  DESIGNATION -  A 190 RESET 1970
 OE1131  PID         -  OE1131
 OE1131  STATE/COUNTY-  NY/OSWEGO
 OE1131  USGS QUAD   -  PANTHER LAKE (1959)
 OE1131
 OE1131                         *CURRENT SURVEY CONTROL
 OE1131  ___________________________________________________________________
 OE1131* NAD 83(1986)-  43 22 08.     (N)    075 55 36.     (W)     SCALED    
 OE1131* NAVD 88     -       201.35   (+/-2cm)     660.6    (feet)  VERTCON   
 OE1131  ___________________________________________________________________
 OE1131  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OE1131
 OE1131  VERT ORDER  -  THIRD (See Below)
 OE1131
 OE1131.The horizontal coordinates were scaled from a topographic map and have
 OE1131.an estimated accuracy of +/- 6 seconds.
 OE1131
 OE1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1131.The vertical order pertains to the NGVD 29 superseded value.
 OE1131
 OE1131.The geoid height was determined by GEOID03.
 OE1131
 OE1131;                    North         East    Units  Estimated Accuracy
 OE1131;SPC NY C     -   374,360.      303,220.      MT  (+/- 180 meters Scaled)
 OE1131
 OE1131                          SUPERSEDED SURVEY CONTROL
 OE1131
 OE1131  NGVD 29 (09/01/04)  201.51   (m)          661.1    (f) RESET       3  
 OE1131
 OE1131.Superseded values are not recommended for survey control.
 OE1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1131.See file dsdata.txt to determine how the superseded data were derived.
 OE1131
 OE1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP249021(NAD 83)
 OE1131_MARKER: DB = BENCH MARK DISK
 OE1131_SETTING: 80 = SET IN A BOULDER
 OE1131_SP_SET: BOULDER
 OE1131_STAMPING: A 190 RESET 1970
 OE1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1131+STABILITY: SURFACE MOTION
 OE1131
 OE1131  HISTORY     - Date     Condition        Report By
 OE1131  HISTORY     - 1970     MONUMENTED       NGS
 OE1131
 OE1131                          STATION DESCRIPTION
 OE1131
 OE1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OE1131'0.75 MI E FROM AMBOY CENTER.
 OE1131'0.75 MILE EAST ON STATE HIGHWAY 69 FROM THE FIREHOUSE IN AMBOY CENTER.
 OE1131'150 FEET NORTH OF CENTER LINE OF NEW STATE HIGHWAY 69, 240 FEET WEST
 OE1131'OF A FENCE CORNER, IN PASTURE, ALONG NORTH SIDE OF STONE AND BRUSH
 OE1131'ROW, 2-1/2 FEET NORTH OF A BARBED WIRE FENCE AND METAL WITNESS POST,
 OE1131'AND CEMENTED IN THE TOP OF A 2 X 3-FOOT BOULDER PROJECTING 8 INCHES
 OE1131'FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0034 ***********************************************************************
 OF0034  DESIGNATION -  A 191
 OF0034  PID         -  OF0034
 OF0034  STATE/COUNTY-  NY/JEFFERSON
 OF0034  USGS QUAD   -  HENDERSON (1980)
 OF0034
 OF0034                         *CURRENT SURVEY CONTROL
 OF0034  ___________________________________________________________________
 OF0034* NAD 83(1986)-  43 45 53.     (N)    076 11 47.     (W)     SCALED    
 OF0034* NAVD 88     -        86.541  (meters)     283.93   (feet)  ADJUSTED  
 OF0034  ___________________________________________________________________
 OF0034  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 OF0034  DYNAMIC HT  -          86.526 (meters)     283.88  (feet)  COMP
 OF0034  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 OF0034
 OF0034  VERT ORDER  -  SECOND    CLASS 0
 OF0034
 OF0034.The horizontal coordinates were scaled from a topographic map and have
 OF0034.an estimated accuracy of +/- 6 seconds.
 OF0034
 OF0034.The orthometric height was determined by differential leveling
 OF0034.and adjusted by the National Geodetic Survey in June 1991..
 OF0034
 OF0034.The geoid height was determined by GEOID03.
 OF0034
 OF0034.The dynamic height is computed by dividing the NAVD 88
 OF0034.geopotential number by the normal gravity value computed on the
 OF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0034.degrees latitude (g = 980.6199 gals.).
 OF0034
 OF0034.The modeled gravity was interpolated from observed gravity values.
 OF0034
 OF0034;                    North         East    Units  Estimated Accuracy
 OF0034;SPC NY C     -   418,200.      281,160.      MT  (+/- 180 meters Scaled)
 OF0034
 OF0034                          SUPERSEDED SURVEY CONTROL
 OF0034
 OF0034  NGVD 29 (??/??/92)   86.696  (m)          284.44   (f) ADJ UNCH    2 0
 OF0034
 OF0034.Superseded values are not recommended for survey control.
 OF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0034.See file dsdata.txt to determine how the superseded data were derived.
 OF0034
 OF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP037464(NAD 83)
 OF0034_MARKER: DB = BENCH MARK DISK
 OF0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0034_SP_SET: CULVERT
 OF0034_STAMPING: A 191 1942
 OF0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0034
 OF0034  HISTORY     - Date     Condition        Report By
 OF0034  HISTORY     - 1942     MONUMENTED       CGS
 OF0034  HISTORY     - 1968     MARK NOT FOUND   NGS
 OF0034  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 OF0034  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0034
 OF0034                          STATION DESCRIPTION
 OF0034
 OF0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0034'3.0 MI NW FROM WOODVILLE.
 OF0034'TO REACH FROM THE POSTOFFICE AT WOODVILLE, PROCEED SOUTHWESTERLY
 OF0034'ON PAVED ROAD, GO 1.2 MILES TO THE INTERSECTION OF STATE HIGHWAY
 OF0034'NO. 3, TURN RIGHT (NORTHERLY) ON TO STATE HIGHWAY NO. 3 AND GO 1.8
 OF0034'MILES TO THE INTERSECTION OF ROAD TO SOUTHWICKS BEACH AND SITE OF
 OF0034'BENCH MARK.
 OF0034'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST
 OF0034'HEADWALL OF A CONCRETE CULVERT, IT IS 27 FEET SOUTH OF THE CENTER
 OF0034'LINE OF THE EAST-WEST ROAD, 24 FEET WEST OF AND ABOUT 1.5 FEET
 OF0034'BELOW THE CENTER LINE OF STATE HIGHWAY NO. 3.
 OF0034
 OF0034                          STATION RECOVERY (1968)
 OF0034
 OF0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OF0034'MARK NOT FOUND.
 OF0034
 OF0034                          STATION RECOVERY (1995)
 OF0034
 OF0034'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0034'MARK NOT FOUND.
 OF0034
 OF0034                          STATION RECOVERY (2001)
 OF0034
 OF0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1136 ***********************************************************************
 OE1136  DESIGNATION -  A 192
 OE1136  PID         -  OE1136
 OE1136  STATE/COUNTY-  NY/OSWEGO
 OE1136  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1136
 OE1136                         *CURRENT SURVEY CONTROL
 OE1136  ___________________________________________________________________
 OE1136* NAD 83(1986)-  43 25 18.     (N)    075 53 01.     (W)     SCALED    
 OE1136* NAVD 88     -       179.886  (meters)     590.18   (feet)  ADJUSTED  
 OE1136  ___________________________________________________________________
 OE1136  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 OE1136  DYNAMIC HT  -         179.844 (meters)     590.04  (feet)  COMP
 OE1136  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 OE1136
 OE1136  VERT ORDER  -  SECOND    CLASS 0
 OE1136
 OE1136.The horizontal coordinates were scaled from a topographic map and have
 OE1136.an estimated accuracy of +/- 6 seconds.
 OE1136
 OE1136.The orthometric height was determined by differential leveling
 OE1136.and adjusted by the National Geodetic Survey in June 1991..
 OE1136
 OE1136.The geoid height was determined by GEOID03.
 OE1136
 OE1136.The dynamic height is computed by dividing the NAVD 88
 OE1136.geopotential number by the normal gravity value computed on the
 OE1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1136.degrees latitude (g = 980.6199 gals.).
 OE1136
 OE1136.The modeled gravity was interpolated from observed gravity values.
 OE1136
 OE1136;                    North         East    Units  Estimated Accuracy
 OE1136;SPC NY C     -   380,250.      306,660.      MT  (+/- 180 meters Scaled)
 OE1136
 OE1136                          SUPERSEDED SURVEY CONTROL
 OE1136
 OE1136  NGVD 29 (??/??/92)  180.040  (m)          590.68   (f) ADJ UNCH    2 0
 OE1136
 OE1136.Superseded values are not recommended for survey control.
 OE1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1136.See file dsdata.txt to determine how the superseded data were derived.
 OE1136
 OE1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP284080(NAD 83)
 OE1136_MARKER: DB = BENCH MARK DISK
 OE1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1136_SP_SET: CATCH BASIN
 OE1136_STAMPING: A 192 1942
 OE1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1136
 OE1136  HISTORY     - Date     Condition        Report By
 OE1136  HISTORY     - 1942     MONUMENTED       CGS
 OE1136  HISTORY     - 1958     MARK NOT FOUND   USGS
 OE1136  HISTORY     - 19980708 MARK NOT FOUND   USPSQD
 OE1136
 OE1136                          STATION DESCRIPTION
 OE1136
 OE1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1136'IN WILLIAMSTOWN.
 OE1136'BENCH MARK IS AT THE INTERSECTION OF STATE HIGHWAY NO. 13 AND ROAD TO
 OE1136'PANTHER LAKE, IT IS 24 FEET EAST OF THE CENTER OF THE INTERSECTION, 18
 OE1136'FEET NORTH OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF STATE
 OE1136'HIGHWAY NO. 13 AND SET HORIZONTALLY IN TOP OF THE NORTHWEST CORNER OF
 OE1136'A CONCRETE CATCH BASIN.
 OE1136
 OE1136                          STATION RECOVERY (1958)
 OE1136
 OE1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OE1136'MARK NOT FOUND.
 OE1136
 OE1136                          STATION RECOVERY (1998)
 OE1136
 OE1136'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0148 ***********************************************************************
 OF0148  DESIGNATION -  A 193
 OF0148  PID         -  OF0148
 OF0148  STATE/COUNTY-  NY/JEFFERSON
 OF0148  USGS QUAD   -  ADAMS (1982)
 OF0148
 OF0148                         *CURRENT SURVEY CONTROL
 OF0148  ___________________________________________________________________
 OF0148* NAD 83(1986)-  43 52 06.     (N)    076 00 55.     (W)     SCALED    
 OF0148* NAVD 88     -       166.607  (meters)     546.61   (feet)  ADJUSTED  
 OF0148  ___________________________________________________________________
 OF0148  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OF0148  DYNAMIC HT  -         166.576 (meters)     546.51  (feet)  COMP
 OF0148  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 OF0148
 OF0148  VERT ORDER  -  SECOND    CLASS 0
 OF0148
 OF0148.The horizontal coordinates were scaled from a topographic map and have
 OF0148.an estimated accuracy of +/- 6 seconds.
 OF0148
 OF0148.The orthometric height was determined by differential leveling
 OF0148.and adjusted by the National Geodetic Survey in June 1991..
 OF0148
 OF0148.The geoid height was determined by GEOID03.
 OF0148
 OF0148.The dynamic height is computed by dividing the NAVD 88
 OF0148.geopotential number by the normal gravity value computed on the
 OF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0148.degrees latitude (g = 980.6199 gals.).
 OF0148
 OF0148.The modeled gravity was interpolated from observed gravity values.
 OF0148
 OF0148;                    North         East    Units  Estimated Accuracy
 OF0148;SPC NY C     -   429,790.      295,660.      MT  (+/- 180 meters Scaled)
 OF0148
 OF0148                          SUPERSEDED SURVEY CONTROL
 OF0148
 OF0148  NGVD 29 (??/??/92)  166.741  (m)          547.05   (f) ADJ UNCH    2 0
 OF0148
 OF0148.Superseded values are not recommended for survey control.
 OF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0148.See file dsdata.txt to determine how the superseded data were derived.
 OF0148
 OF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP184577(NAD 83)
 OF0148_MARKER: DB = BENCH MARK DISK
 OF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0148_STAMPING: A 193 1942
 OF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0148+STABILITY: SURFACE MOTION
 OF0148
 OF0148  HISTORY     - Date     Condition        Report By
 OF0148  HISTORY     - 1942     MONUMENTED       CGS
 OF0148  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 OF0148
 OF0148                          STATION DESCRIPTION
 OF0148
 OF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0148'0.6 MI W FROM ADAMS CENTER.
 OF0148'TO REACH FROM THE NEW YORK CENTRALL R.R. STATION AT ADAMS CENTER,
 OF0148'PROCEED WESTERLY ON PAVED ROAD AND GO 0.6 MILE TO A T ROAD
 OF0148'INTERSECTION AND SITE OF BENCH MARK.
 OF0148'BENCH MARK IS 36 FEET EAST OF THE CENTER OF THE INTERSECTION, 27
 OF0148'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 OF0148'THE EAST-WEST ROAD, 14 FEET WEST OF A LARGE MAPLE TREE AND 3.0 FEET
 OF0148'EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
 OF0148'MONUMENT PROJECTS 0.5 FOOT.
 OF0148
 OF0148                          STATION RECOVERY (1998)
 OF0148
 OF0148'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0149 ***********************************************************************
 OF0149  DESIGNATION -  A 193 RESET 1958
 OF0149  PID         -  OF0149
 OF0149  STATE/COUNTY-  NY/JEFFERSON
 OF0149  USGS QUAD   -  ADAMS (1982)
 OF0149
 OF0149                         *CURRENT SURVEY CONTROL
 OF0149  ___________________________________________________________________
 OF0149* NAD 83(1986)-  43 52 06.     (N)    076 00 55.     (W)     SCALED    
 OF0149* NAVD 88     -       171.67   (+/-2cm)     563.2    (feet)  VERTCON   
 OF0149  ___________________________________________________________________
 OF0149  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OF0149
 OF0149  VERT ORDER  -  THIRD (See Below)
 OF0149
 OF0149.The horizontal coordinates were scaled from a topographic map and have
 OF0149.an estimated accuracy of +/- 6 seconds.
 OF0149
 OF0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0149.The vertical order pertains to the NGVD 29 superseded value.
 OF0149
 OF0149.The geoid height was determined by GEOID03.
 OF0149
 OF0149;                    North         East    Units  Estimated Accuracy
 OF0149;SPC NY C     -   429,790.      295,660.      MT  (+/- 180 meters Scaled)
 OF0149
 OF0149                          SUPERSEDED SURVEY CONTROL
 OF0149
 OF0149  NGVD 29 (09/01/04)  171.80   (m)          563.6    (f) RESET       3  
 OF0149
 OF0149.Superseded values are not recommended for survey control.
 OF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0149.See file dsdata.txt to determine how the superseded data were derived.
 OF0149
 OF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP184577(NAD 83)
 OF0149_MARKER: DB = BENCH MARK DISK
 OF0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0149_SP_SET: BRIDGE
 OF0149_STAMPING: A 193 RESET 1958
 OF0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0149
 OF0149  HISTORY     - Date     Condition        Report By
 OF0149  HISTORY     - 1958     MONUMENTED       CGS
 OF0149  HISTORY     - 19990811 GOOD             USPSQD
 OF0149
 OF0149                          STATION DESCRIPTION
 OF0149
 OF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OF0149'0.7 MI W FROM ADAMS CENTER.
 OF0149'ABOUT 0.7 MILE WEST OF THE NEW YORK CENTRAL RAILROAD STATION AT
 OF0149'ADAMS CENTER, JEFFERSON COUNTY, ON SOUTH HARBOR ROAD (PAVED MACADAM),
 OF0149'ON THE BRIDGE OVER EMPIRE STATEWAY ON THE NORTHEAST CORNER OF THE
 OF0149'NORTH WING OF THE WEST ABUTMENT. A STANDARD DISK, STAMPED A 193 RESET
 OF0149'1958 AND SET IN THE SURFACE OF FINISHED CONCRETE.
 OF0149
 OF0149                          STATION RECOVERY (1999)
 OF0149
 OF0149'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0174 ***********************************************************************
 OF0174  DESIGNATION -  A 194
 OF0174  PID         -  OF0174
 OF0174  STATE/COUNTY-  NY/OSWEGO
 OF0174  USGS QUAD   -  SANDY CREEK (1982)
 OF0174
 OF0174                         *CURRENT SURVEY CONTROL
 OF0174  ___________________________________________________________________
 OF0174* NAD 83(1986)-  43 38 39.     (N)    076 04 18.     (W)     SCALED    
 OF0174* NAVD 88     -       163.053  (meters)     534.95   (feet)  ADJUSTED  
 OF0174  ___________________________________________________________________
 OF0174  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 OF0174  DYNAMIC HT  -         163.018 (meters)     534.83  (feet)  COMP
 OF0174  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 OF0174
 OF0174  VERT ORDER  -  SECOND    CLASS 0
 OF0174
 OF0174.The horizontal coordinates were scaled from a topographic map and have
 OF0174.an estimated accuracy of +/- 6 seconds.
 OF0174
 OF0174.The orthometric height was determined by differential leveling
 OF0174.and adjusted by the National Geodetic Survey in June 1991..
 OF0174
 OF0174.The geoid height was determined by GEOID03.
 OF0174
 OF0174.The dynamic height is computed by dividing the NAVD 88
 OF0174.geopotential number by the normal gravity value computed on the
 OF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0174.degrees latitude (g = 980.6199 gals.).
 OF0174
 OF0174.The modeled gravity was interpolated from observed gravity values.
 OF0174
 OF0174;                    North         East    Units  Estimated Accuracy
 OF0174;SPC NY C     -   404,860.      291,280.      MT  (+/- 180 meters Scaled)
 OF0174
 OF0174                          SUPERSEDED SURVEY CONTROL
 OF0174
 OF0174  NGVD 29 (??/??/92)  163.187  (m)          535.39   (f) ADJ UNCH    2 0
 OF0174
 OF0174.Superseded values are not recommended for survey control.
 OF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0174.See file dsdata.txt to determine how the superseded data were derived.
 OF0174
 OF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP135329(NAD 83)
 OF0174_MARKER: DB = BENCH MARK DISK
 OF0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0174_SP_SET: BRIDGE
 OF0174_STAMPING: A 194 1942
 OF0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0174
 OF0174  HISTORY     - Date     Condition        Report By
 OF0174  HISTORY     - 1942     MONUMENTED       CGS
 OF0174  HISTORY     - 19980624 GOOD             USPSQD
 OF0174
 OF0174                          STATION DESCRIPTION
 OF0174
 OF0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0174'AT LACONA.
 OF0174'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTHWEST WINGWALL OF
 OF0174'THE CONCRETE BRIDGE OVER SANDY CREEK, IT IS ABOUT 0.1 MILE NORTHWEST
 OF0174'OF THE NEW YORK CENTRAL RAILROAD STATION, ABOUT 300 FEET NORTH OF
 OF0174'THE CENTER LINE OF THE ROAD TO SANDY CREEK, 14 FEET WEST OF AND
 OF0174'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD, ONE FOOT
 OF0174'WEST OF THE WEST GUARD RAIL.
 OF0174
 OF0174                          STATION RECOVERY (1998)
 OF0174
 OF0174'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0852 ***********************************************************************
 OE0852  DESIGNATION -  A 196
 OE0852  PID         -  OE0852
 OE0852  STATE/COUNTY-  NY/ONEIDA
 OE0852  USGS QUAD   -  ORISKANY (1955)
 OE0852
 OE0852                         *CURRENT SURVEY CONTROL
 OE0852  ___________________________________________________________________
 OE0852* NAD 83(1986)-  43 13 36.     (N)    075 20 58.     (W)     SCALED    
 OE0852* NAVD 88     -       170.406  (meters)     559.07   (feet)  ADJUSTED  
 OE0852  ___________________________________________________________________
 OE0852  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 OE0852  DYNAMIC HT  -         170.364 (meters)     558.94  (feet)  COMP
 OE0852  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 OE0852
 OE0852  VERT ORDER  -  SECOND    CLASS 0
 OE0852
 OE0852.The horizontal coordinates were scaled from a topographic map and have
 OE0852.an estimated accuracy of +/- 6 seconds.
 OE0852
 OE0852.The orthometric height was determined by differential leveling
 OE0852.and adjusted by the National Geodetic Survey in June 1991..
 OE0852
 OE0852.The geoid height was determined by GEOID03.
 OE0852
 OE0852.The dynamic height is computed by dividing the NAVD 88
 OE0852.geopotential number by the normal gravity value computed on the
 OE0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0852.degrees latitude (g = 980.6199 gals.).
 OE0852
 OE0852.The modeled gravity was interpolated from observed gravity values.
 OE0852
 OE0852;                    North         East    Units  Estimated Accuracy
 OE0852;SPC NY C     -   359,090.      350,240.      MT  (+/- 180 meters Scaled)
 OE0852
 OE0852                          SUPERSEDED SURVEY CONTROL
 OE0852
 OE0852  NGVD 29 (??/??/92)  170.560  (m)          559.58   (f) ADJ UNCH    2 0
 OE0852
 OE0852.Superseded values are not recommended for survey control.
 OE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0852.See file dsdata.txt to determine how the superseded data were derived.
 OE0852
 OE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN716860(NAD 83)
 OE0852_MARKER: DB = BENCH MARK DISK
 OE0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0852_SP_SET: CULVERT
 OE0852_STAMPING: A 196 1942
 OE0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0852
 OE0852  HISTORY     - Date     Condition        Report By
 OE0852  HISTORY     - 1942     MONUMENTED       CGS
 OE0852  HISTORY     - 1973     GOOD             DOD
 OE0852  HISTORY     - 1982     POOR             NGS
 OE0852
 OE0852                          STATION DESCRIPTION
 OE0852
 OE0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0852'0.9 MI W FROM FLOYD.
 OE0852'0.9 MILE WEST ALONG STATE HIGHWAY 46A FROM FLOYD, ONEIDA COUNTY, AT A
 OE0852'CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL,
 OE0852'21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTH OF A
 OE0852'FENCE CORNER, 6.5 FEET NORTH OF A POLE, 1 FOOT EAST OF THE
 OE0852'NORTH-AND-SOUTH FENCE, AND 3 FEET LOWER THAN THE HIGHWAY. A STANDARD
 OE0852'DISK, STAMPED A 196 1942.
 OE0852
 OE0852                          STATION RECOVERY (1973)
 OE0852
 OE0852'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973
 OE0852'RECOVERED IN GOOD CONDITION.
 OE0852
 OE0852                          STATION RECOVERY (1982)
 OE0852
 OE0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0852'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1052 ***********************************************************************
 OE1052  DESIGNATION -  A 198
 OE1052  PID         -  OE1052
 OE1052  STATE/COUNTY-  NY/OSWEGO
 OE1052  USGS QUAD   -  WESTDALE (1980)
 OE1052
 OE1052                         *CURRENT SURVEY CONTROL
 OE1052  ___________________________________________________________________
 OE1052* NAD 83(1986)-  43 28 47.     (N)    075 51 47.     (W)     SCALED    
 OE1052* NAVD 88     -       286.316  (meters)     939.36   (feet)  ADJUSTED  
 OE1052  ___________________________________________________________________
 OE1052  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 OE1052  DYNAMIC HT  -         286.249 (meters)     939.14  (feet)  COMP
 OE1052  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 OE1052
 OE1052  VERT ORDER  -  SECOND    CLASS 0
 OE1052
 OE1052.The horizontal coordinates were scaled from a topographic map and have
 OE1052.an estimated accuracy of +/- 6 seconds.
 OE1052
 OE1052.The orthometric height was determined by differential leveling
 OE1052.and adjusted by the National Geodetic Survey in June 1991..
 OE1052
 OE1052.The geoid height was determined by GEOID03.
 OE1052
 OE1052.The dynamic height is computed by dividing the NAVD 88
 OE1052.geopotential number by the normal gravity value computed on the
 OE1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1052.degrees latitude (g = 980.6199 gals.).
 OE1052
 OE1052.The modeled gravity was interpolated from observed gravity values.
 OE1052
 OE1052;                    North         East    Units  Estimated Accuracy
 OE1052;SPC NY C     -   386,720.      308,270.      MT  (+/- 180 meters Scaled)
 OE1052
 OE1052                          SUPERSEDED SURVEY CONTROL
 OE1052
 OE1052  NGVD 29 (??/??/92)  286.458  (m)          939.82   (f) ADJ UNCH    2 0
 OE1052
 OE1052.Superseded values are not recommended for survey control.
 OE1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1052.See file dsdata.txt to determine how the superseded data were derived.
 OE1052
 OE1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP302144(NAD 83)
 OE1052_MARKER: DB = BENCH MARK DISK
 OE1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1052_STAMPING: A 198 1942
 OE1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1052+STABILITY: SURFACE MOTION
 OE1052
 OE1052  HISTORY     - Date     Condition        Report By
 OE1052  HISTORY     - 1942     MONUMENTED       CGS
 OE1052
 OE1052                          STATION DESCRIPTION
 OE1052
 OE1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1052'4.0 MI NE FROM WILLIAMSTOWN.
 OE1052'4.0 MILES NORTHEAST ALONG AN IMPROVED COUNTY ROAD FROM THE RAILROAD
 OE1052'STATION AT WILLIAMSTOWN, OSWEGO COUNTY, 0.1 MILE SOUTHWEST OF A
 OE1052'SCHOOLHOUSE, 175 FEET EAST OF A 2-STORY FRAME HOUSE NORTHWEST OF THE
 OE1052'ROAD, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 OE1052'NORTHWEST OF A FENCE, ON THE SIDE OF A LARGE KNOLL, 3 FEET NORTHEAST
 OE1052'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD.  A
 OE1052'STANDARD DISK, STAMPED A 198 1942 AND SET IN THE TOP OF A CONCRETE
 OE1052'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1307 ***********************************************************************
 OE1307  DESIGNATION -  A 199
 OE1307  PID         -  OE1307
 OE1307  STATE/COUNTY-  NY/LEWIS
 OE1307  USGS QUAD   -  BARNES CORNERS (1980)
 OE1307
 OE1307                         *CURRENT SURVEY CONTROL
 OE1307  ___________________________________________________________________
 OE1307* NAD 83(1986)-  43 47 30.     (N)    075 49 11.     (W)     SCALED    
 OE1307* NAVD 88     -       448.173  (meters)    1470.38   (feet)  ADJUSTED  
 OE1307  ___________________________________________________________________
 OE1307  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE1307  DYNAMIC HT  -         448.066 (meters)    1470.03  (feet)  COMP
 OE1307  MODELED GRAV-     980,367.0   (mgal)                       NAVD 88
 OE1307
 OE1307  VERT ORDER  -  SECOND    CLASS 0
 OE1307
 OE1307.The horizontal coordinates were scaled from a topographic map and have
 OE1307.an estimated accuracy of +/- 6 seconds.
 OE1307
 OE1307.The orthometric height was determined by differential leveling
 OE1307.and adjusted by the National Geodetic Survey in June 1991..
 OE1307
 OE1307.The geoid height was determined by GEOID03.
 OE1307
 OE1307.The dynamic height is computed by dividing the NAVD 88
 OE1307.geopotential number by the normal gravity value computed on the
 OE1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1307.degrees latitude (g = 980.6199 gals.).
 OE1307
 OE1307.The modeled gravity was interpolated from observed gravity values.
 OE1307
 OE1307;                    North         East    Units  Estimated Accuracy
 OE1307;SPC NY C     -   421,400.      311,460.      MT  (+/- 180 meters Scaled)
 OE1307
 OE1307                          SUPERSEDED SURVEY CONTROL
 OE1307
 OE1307  NGVD 29 (??/??/92)  448.277  (m)         1470.72   (f) ADJ UNCH    2 0
 OE1307
 OE1307.Superseded values are not recommended for survey control.
 OE1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1307.See file dsdata.txt to determine how the superseded data were derived.
 OE1307
 OE1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP340490(NAD 83)
 OE1307_MARKER: DB = BENCH MARK DISK
 OE1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1307_SP_SET: CULVERT
 OE1307_STAMPING: A 199 1942
 OE1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1307
 OE1307  HISTORY     - Date     Condition        Report By
 OE1307  HISTORY     - 1942     MONUMENTED       CGS
 OE1307  HISTORY     - 19970614 MARK NOT FOUND   USPSQD
 OE1307
 OE1307                          STATION DESCRIPTION
 OE1307
 OE1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1307'1.9 MI S FROM BARNES CORNERS.
 OE1307'1.9 MILES SOUTH ALONG AN IMPROVED COUNTY ROAD FROM THE POST OFFICE AT
 OE1307'BARNES CORNERS, LEWIS COUNTY, 0.2 MILE SOUTH OF A SCHOOLHOUSE, 400
 OE1307'FEET NORTH OF A DIRT ROAD LEADING WEST, 325 FEET NORTH OF A SMALL
 OE1307'BRIDGE 150 FEET SOUTH OF A FENCE CORNER, AT A CONCRETE CULVERT, IN THE
 OE1307'CENTER OF THE TOP OF THE WEST HEAD WALL, 9.5 FEET WEST OF THE
 OE1307'CENTERLINE OF THE ROAD, AND 0.5 FOOT LOWER THAN THE ROAD.  A STANDARD
 OE1307'DISK, STAMPED A 199 1942.
 OE1307
 OE1307                          STATION RECOVERY (1997)
 OE1307
 OE1307'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0488 ***********************************************************************
 PG0488  DESIGNATION -  A 2
 PG0488  PID         -  PG0488
 PG0488  STATE/COUNTY-  NY/CLINTON
 PG0488  USGS QUAD   -  PLATTSBURGH (1966)
 PG0488
 PG0488                         *CURRENT SURVEY CONTROL
 PG0488  ___________________________________________________________________
 PG0488* NAD 83(1986)-  44 44 00.     (N)    073 27 52.     (W)     SCALED    
 PG0488* NAVD 88     -        32.410  (meters)     106.33   (feet)  POSTED    
 PG0488  ___________________________________________________________________
 PG0488  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0488  DYNAMIC HT  -          32.410 (meters)     106.33  (feet)  COMP
 PG0488  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 PG0488
 PG0488  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PG0488
 PG0488.The horizontal coordinates were scaled from a topographic map and have
 PG0488.an estimated accuracy of +/- 6 seconds.
 PG0488
 PG0488.The orthometric height was determined by differential leveling
 PG0488.and adjusted by the National Geodetic Survey in 1992..
 PG0488.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PG0488.rate of 4.1 thru 8.0 mm/km.
 PG0488
 PG0488.The geoid height was determined by GEOID03.
 PG0488
 PG0488.The dynamic height is computed by dividing the NAVD 88
 PG0488.geopotential number by the normal gravity value computed on the
 PG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0488.degrees latitude (g = 980.6199 gals.).
 PG0488
 PG0488.The modeled gravity was interpolated from observed gravity values.
 PG0488
 PG0488;                    North         East    Units  Estimated Accuracy
 PG0488;SPC NY E     -   655,760.      232,020.      MT  (+/- 180 meters Scaled)
 PG0488
 PG0488                          SUPERSEDED SURVEY CONTROL
 PG0488
 PG0488  NGVD 29 (??/??/??)   32.527  (m)          106.72   (f) ADJUSTED    1 2
 PG0488
 PG0488.Superseded values are not recommended for survey control.
 PG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0488.See file dsdata.txt to determine how the superseded data were derived.
 PG0488
 PG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ215544(NAD 83)
 PG0488_MARKER: DB = BENCH MARK DISK
 PG0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0488_SP_SET: BRIDGE
 PG0488_STAMPING: A 2 1916
 PG0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0488
 PG0488  HISTORY     - Date     Condition        Report By
 PG0488  HISTORY     - 1916     MONUMENTED       CGS
 PG0488  HISTORY     - 1973     MARK NOT FOUND   NGS
 PG0488
 PG0488                          STATION DESCRIPTION
 PG0488
 PG0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0488'1.4 MI S FROM BEEKMANTOWN.
 PG0488'ABOUT 1.4 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 PG0488'BEEKMANTOWN, CLINTON COUNTY, AT CATTLE-PASS BRIDGE 170.25, AND IN THE
 PG0488'SOUTH ABUTMENT.  A STANDARD DISK, STAMPED A 2 1916.  NOTE-- THE
 PG0488'STRUCTURE THAT THE BM WAS SET IN IS NOW COVERED WITH RAILROAD TIES
 PG0488'MARK INACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1495 ***********************************************************************
 KU1495  DESIGNATION -  A 2 NC
 KU1495  PID         -  KU1495
 KU1495  STATE/COUNTY-  NY/NASSAU
 KU1495  USGS QUAD   -  LYNBROOK (1969)
 KU1495
 KU1495                         *CURRENT SURVEY CONTROL
 KU1495  ___________________________________________________________________
 KU1495* NAD 83(1986)-  40 38 26.     (N)    073 39 34.     (W)     SCALED    
 KU1495* NAVD 88     -         1.62   (+/-2cm)       5.3    (feet)  VERTCON   
 KU1495  ___________________________________________________________________
 KU1495  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1495
 KU1495  VERT ORDER  -  ? (See Below)
 KU1495
 KU1495.The horizontal coordinates were scaled from a topographic map and have
 KU1495.an estimated accuracy of +/- 6 seconds.
 KU1495
 KU1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU1495.The vertical order pertains to the NGVD 29 superseded value.
 KU1495
 KU1495.The geoid height was determined by GEOID03.
 KU1495
 KU1495;                    North         East    Units  Estimated Accuracy
 KU1495;SPC NY L     -    52,680.      328,810.      MT  (+/- 180 meters Scaled)
 KU1495
 KU1495                          SUPERSEDED SURVEY CONTROL
 KU1495
 KU1495  NGVD 29 (??/??/92)    1.964  (m)            6.44   (f) ADJ UNCH    ?  
 KU1495
 KU1495.Superseded values are not recommended for survey control.
 KU1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1495.See file dsdata.txt to determine how the superseded data were derived.
 KU1495
 KU1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK133997(NAD 83)
 KU1495_MARKER: X = CHISELED CROSS
 KU1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1495_SP_SET: WATER VALVE HANDHOLE PLATE RIM
 KU1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1495
 KU1495  HISTORY     - Date     Condition        Report By
 KU1495  HISTORY     - UNK      MONUMENTED       NY-059
 KU1495  HISTORY     - 1932     GOOD             NGS
 KU1495  HISTORY     - 1934     GOOD             NGS
 KU1495  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU1495  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU1495
 KU1495                          STATION DESCRIPTION
 KU1495
 KU1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1495'AT EAST ROCKAWAY.
 KU1495'AT EAST ROCKAWAY, NASSAU COUNTY, IN THE SOUTHEAST ANGLE OF THE
 KU1495'INTERSECTION OF OCEAN AVENUE AND ATLANTIC AVENUE, 80 FEET SOUTH
 KU1495'OF A FIRE HYDRANT ON THE EAST SIDE OCEAN AVENUE, 12 FEET
 KU1495'NORTHWEST OF A STREET CURB CORNER, AND ON THE RIM OF THE WATER
 KU1495'VALVE HANDHOLE PLATE.
 KU1495
 KU1495                          STATION RECOVERY (1934)
 KU1495
 KU1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KU1495'RECOVERED IN GOOD CONDITION.
 KU1495
 KU1495                          STATION RECOVERY (1990)
 KU1495
 KU1495'RECOVERY NOTE BY US POWER SQUADRON 1990 (DSB)
 KU1495'MARK NOT FOUND.
 KU1495
 KU1495                          STATION RECOVERY (1990)
 KU1495
 KU1495'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KU1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0808 ***********************************************************************
 NC0808  DESIGNATION -  A 20 RESET 1982
 NC0808  PID         -  NC0808
 NC0808  STATE/COUNTY-  NY/ERIE
 NC0808  USGS QUAD   -  BUFFALO NW (1965)
 NC0808
 NC0808                         *CURRENT SURVEY CONTROL
 NC0808  ___________________________________________________________________
 NC0808* NAD 83(1986)-  42 55 56.     (N)    078 54 02.     (W)     SCALED    
 NC0808* NAVD 88     -       181.14   (+/-2cm)     594.3    (feet)  VERTCON   
 NC0808  ___________________________________________________________________
 NC0808  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 NC0808
 NC0808  VERT ORDER  -  THIRD (See Below)
 NC0808
 NC0808.The horizontal coordinates were scaled from a topographic map and have
 NC0808.an estimated accuracy of +/- 6 seconds.
 NC0808
 NC0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0808.The vertical order pertains to the NGVD 29 superseded value.
 NC0808
 NC0808.The geoid height was determined by GEOID03.
 NC0808
 NC0808;                    North         East    Units  Estimated Accuracy
 NC0808;SPC NY W     -   325,690.      324,110.      MT  (+/- 180 meters Scaled)
 NC0808
 NC0808                          SUPERSEDED SURVEY CONTROL
 NC0808
 NC0808  NGVD 29 (09/01/04)  181.31   (m)          594.8    (f) RESET       3  
 NC0808
 NC0808.Superseded values are not recommended for survey control.
 NC0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0808.See file dsdata.txt to determine how the superseded data were derived.
 NC0808
 NC0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH713554(NAD 83)
 NC0808_MARKER: DB = BENCH MARK DISK
 NC0808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC0808_SP_SET: ABUTMENT
 NC0808_STAMPING: A 20 RESET 1982
 NC0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0808+STABILITY: SURFACE MOTION
 NC0808
 NC0808  HISTORY     - Date     Condition        Report By
 NC0808  HISTORY     - 1982     MONUMENTED       NGS
 NC0808  HISTORY     - 19950529 GOOD             USPSQD
 NC0808  HISTORY     - 20060919 POOR             NYDT
 NC0808
 NC0808                          STATION DESCRIPTION
 NC0808
 NC0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NC0808'IN BUFFALO.
 NC0808'LOCATED ON THE SOUTHEAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER
 NC0808'THE ERIE CANAL, BEING THE INTERNATIONAL BRIDGE THAT LEADS TO SQAW
 NC0808'ISLAND, AND IS NEAR THE OLD BLACK ROCK RAILROAD STATION. THERE IS ALSO
 NC0808'A TRAFFIC LANE ON THE SOUTH SIDE OF TRACKS, 12.3 METERS (40.5 FT)
 NC0808'SOUTH-SOUTHWEST OF A RAILROAD SIGNAL POST, 7.6 METERS (25.0 FT)
 NC0808'SOUTHEAST OF THE SOUTH RAIL OF RAILROAD TRACKS,
 NC0808'AND 4.6 METERS (15.0 FT) EAST-NORTHEAST OF THE EAST END OF THE BRIDGE.
 NC0808
 NC0808                          STATION RECOVERY (1995)
 NC0808
 NC0808'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC0808'RECOVERED IN GOOD CONDITION.
 NC0808
 NC0808                          STATION RECOVERY (2006)
 NC0808
 NC0808'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (LB)
 NC0808'NGS VERTICAL MONUMENT A 20 RESET 1982 HAS BEEN DISTURBED DURING
 NC0808'CONTRUCTION AND IS NOW OFF 0.025+/-CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0170 ***********************************************************************
 OF0170  DESIGNATION -  A 200
 OF0170  PID         -  OF0170
 OF0170  STATE/COUNTY-  NY/JEFFERSON
 OF0170  USGS QUAD   -  ADAMS (1982)
 OF0170
 OF0170                         *CURRENT SURVEY CONTROL
 OF0170  ___________________________________________________________________
 OF0170* NAD 83(1986)-  43 46 53.     (N)    076 01 53.     (W)     SCALED    
 OF0170* NAVD 88     -       193.515  (meters)     634.89   (feet)  ADJUSTED  
 OF0170  ___________________________________________________________________
 OF0170  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 OF0170  DYNAMIC HT  -         193.476 (meters)     634.76  (feet)  COMP
 OF0170  MODELED GRAV-     980,415.6   (mgal)                       NAVD 88
 OF0170
 OF0170  VERT ORDER  -  SECOND    CLASS 0
 OF0170
 OF0170.The horizontal coordinates were scaled from a topographic map and have
 OF0170.an estimated accuracy of +/- 6 seconds.
 OF0170
 OF0170.The orthometric height was determined by differential leveling
 OF0170.and adjusted by the National Geodetic Survey in June 1991..
 OF0170
 OF0170.The geoid height was determined by GEOID03.
 OF0170
 OF0170.The dynamic height is computed by dividing the NAVD 88
 OF0170.geopotential number by the normal gravity value computed on the
 OF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0170.degrees latitude (g = 980.6199 gals.).
 OF0170
 OF0170.The modeled gravity was interpolated from observed gravity values.
 OF0170
 OF0170;                    North         East    Units  Estimated Accuracy
 OF0170;SPC NY C     -   420,130.      294,430.      MT  (+/- 180 meters Scaled)
 OF0170
 OF0170                          SUPERSEDED SURVEY CONTROL
 OF0170
 OF0170  NGVD 29 (??/??/92)  193.654  (m)          635.35   (f) ADJ UNCH    2 0
 OF0170
 OF0170.Superseded values are not recommended for survey control.
 OF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0170.See file dsdata.txt to determine how the superseded data were derived.
 OF0170
 OF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP170481(NAD 83)
 OF0170_MARKER: DB = BENCH MARK DISK
 OF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0170_STAMPING: A 200 1942
 OF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0170+STABILITY: SURFACE MOTION
 OF0170
 OF0170  HISTORY     - Date     Condition        Report By
 OF0170  HISTORY     - 1942     MONUMENTED       CGS
 OF0170  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 OF0170
 OF0170                          STATION DESCRIPTION
 OF0170
 OF0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0170'4.2 MI W FROM LORRAINE.
 OF0170'TO REACH FROM THE POST OFFICE IN LORRAINE--PROCEED 3.5 MILES WESTERLY
 OF0170'ON STATE HIGHWAY NO. 178 TO A CROSSROAD INTERSECTION, THENCE GO 0.7
 OF0170'MILE WEST TO SITE OF BENCH MARK.
 OF0170'BENCH MARK IS ABOUT 0.1 MILE EAST OF U.S. HIGHWAY NO. 11, ABOUT 300.0
 OF0170'FEET EAST OF A WHITE FRAME HOUSE, AND ABOUT 94.0 FEET EAST OF A FENCE
 OF0170'CORNER. IT IS 17.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 OF0170'THE CENTERLINE OF ROAD, 4.0 FEET SOUTHWEST OF A TELEPHONE BRACE
 OF0170'POLE, 1.5 FEET NORTH OF A FENCE AND 3.0 FEET EAST OF A 4X4-INCH
 OF0170'WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
 OF0170
 OF0170                          STATION RECOVERY (1996)
 OF0170
 OF0170'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1316 ***********************************************************************
 OE1316  DESIGNATION -  A 201
 OE1316  PID         -  OE1316
 OE1316  STATE/COUNTY-  NY/OSWEGO
 OE1316  USGS QUAD   -  REDFIELD (1980)
 OE1316
 OE1316                         *CURRENT SURVEY CONTROL
 OE1316  ___________________________________________________________________
 OE1316* NAD 83(1986)-  43 31 25.     (N)    075 48 56.     (W)     SCALED    
 OE1316* NAVD 88     -       286.774  (meters)     940.86   (feet)  ADJUSTED  
 OE1316  ___________________________________________________________________
 OE1316  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 OE1316  DYNAMIC HT  -         286.703 (meters)     940.62  (feet)  COMP
 OE1316  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 OE1316
 OE1316  VERT ORDER  -  SECOND    CLASS 0
 OE1316
 OE1316.The horizontal coordinates were scaled from a topographic map and have
 OE1316.an estimated accuracy of +/- 6 seconds.
 OE1316
 OE1316.The orthometric height was determined by differential leveling
 OE1316.and adjusted by the National Geodetic Survey in June 1991..
 OE1316
 OE1316.The geoid height was determined by GEOID03.
 OE1316
 OE1316.The dynamic height is computed by dividing the NAVD 88
 OE1316.geopotential number by the normal gravity value computed on the
 OE1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1316.degrees latitude (g = 980.6199 gals.).
 OE1316
 OE1316.The modeled gravity was interpolated from observed gravity values.
 OE1316
 OE1316;                    North         East    Units  Estimated Accuracy
 OE1316;SPC NY C     -   391,630.      312,070.      MT  (+/- 180 meters Scaled)
 OE1316
 OE1316                          SUPERSEDED SURVEY CONTROL
 OE1316
 OE1316  NGVD 29 (??/??/92)  286.906  (m)          941.29   (f) ADJ UNCH    2 0
 OE1316
 OE1316.Superseded values are not recommended for survey control.
 OE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1316.See file dsdata.txt to determine how the superseded data were derived.
 OE1316
 OE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP340192(NAD 83)
 OE1316_MARKER: DB = BENCH MARK DISK
 OE1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1316_SP_SET: BRIDGE
 OE1316_STAMPING: A 201 1942
 OE1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1316
 OE1316  HISTORY     - Date     Condition        Report By
 OE1316  HISTORY     - 1942     MONUMENTED       CGS
 OE1316  HISTORY     - 19980615 MARK NOT FOUND   USPSQD
 OE1316  HISTORY     - 19980812 MARK NOT FOUND   USPSQD
 OE1316
 OE1316                          STATION DESCRIPTION
 OE1316
 OE1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1316'0.8 MI SE FROM REDFIELD.
 OE1316'0.8 MILE SOUTHEAST ALONG A MACADAM ROAD FROM THE POST OFFICE AT
 OE1316'REDFIELD, OSWEGO COUNTY, 85 FEET NORTH OF THE JUNCTION OF THE FLORENCE
 OE1316'ROAD, AT A STEEL BRIDGE OVER SALMON RIVER RESERVOIR, IN THE TOP OF THE
 OE1316'EAST END OF THE SOUTH ABUTMENT, 11 FEET EAST OF THE CENTERLINE OF THE
 OE1316'ROAD, AND 1.5 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A
 OE1316'201 1942.
 OE1316
 OE1316                          STATION RECOVERY (1998)
 OE1316
 OE1316'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1316'MARK NOT FOUND.
 OE1316
 OE1316                          STATION RECOVERY (1998)
 OE1316
 OE1316'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1572 ***********************************************************************
 OE1572  DESIGNATION -  A 201 RESET 1976
 OE1572  PID         -  OE1572
 OE1572  STATE/COUNTY-  NY/OSWEGO
 OE1572  USGS QUAD   -  REDFIELD (1980)
 OE1572
 OE1572                         *CURRENT SURVEY CONTROL
 OE1572  ___________________________________________________________________
 OE1572* NAD 83(1986)-  43 31 25.     (N)    075 48 56.     (W)     SCALED    
 OE1572* NAVD 88     -       287.87   (+/-2cm)     944.5    (feet)  VERTCON   
 OE1572  ___________________________________________________________________
 OE1572  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 OE1572
 OE1572  VERT ORDER  -  THIRD (See Below)
 OE1572
 OE1572.The horizontal coordinates were scaled from a topographic map and have
 OE1572.an estimated accuracy of +/- 6 seconds.
 OE1572
 OE1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1572.The vertical order pertains to the NGVD 29 superseded value.
 OE1572
 OE1572.The geoid height was determined by GEOID03.
 OE1572
 OE1572;                    North         East    Units  Estimated Accuracy
 OE1572;SPC NY C     -   391,630.      312,070.      MT  (+/- 180 meters Scaled)
 OE1572
 OE1572                          SUPERSEDED SURVEY CONTROL
 OE1572
 OE1572  NGVD 29 (09/01/04)  288.00   (m)          944.9    (f) RESET       3  
 OE1572
 OE1572.Superseded values are not recommended for survey control.
 OE1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1572.See file dsdata.txt to determine how the superseded data were derived.
 OE1572
 OE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP340192(NAD 83)
 OE1572_MARKER: DB = BENCH MARK DISK
 OE1572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OE1572_SP_SET: WINGWALL
 OE1572_STAMPING: A 201 RESET 1976
 OE1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1572+STABILITY: SURFACE MOTION
 OE1572
 OE1572  HISTORY     - Date     Condition        Report By
 OE1572  HISTORY     - 1977     MONUMENTED       NYDT
 OE1572  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1572
 OE1572                          STATION DESCRIPTION
 OE1572
 OE1572'DESCRIBED BY NY DEPT OF TRANSP 1977
 OE1572'0.9 MI NW FROM REDFIELD.
 OE1572'0.8 MILE SOUTHEAST ALONG A MACADAM ROAD FROM THE POST OFFICE IN
 OE1572'REDFIELD, 22 FEET WEST OF THE CENTERLINE OF THE SOUTHWEST WING OF
 OE1572'THE NEW BRIDGE OVER SALMON RIVER RESERVOIR.
 OE1572
 OE1572                          STATION RECOVERY (2002)
 OE1572
 OE1572'RECOVERY NOTE BY US POWER SQUADRON 2002 (EF)
 OE1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1365 ***********************************************************************
 OE1365  DESIGNATION -  A 204
 OE1365  PID         -  OE1365
 OE1365  STATE/COUNTY-  NY/JEFFERSON
 OE1365  USGS QUAD   -  BOYLSTON CENTER (1980)
 OE1365
 OE1365                         *CURRENT SURVEY CONTROL
 OE1365  ___________________________________________________________________
 OE1365* NAD 83(1986)-  43 43 02.     (N)    075 56 32.     (W)     SCALED    
 OE1365* NAVD 88     -       365.749  (meters)    1199.96   (feet)  ADJUSTED  
 OE1365  ___________________________________________________________________
 OE1365  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 OE1365  DYNAMIC HT  -         365.664 (meters)    1199.68  (feet)  COMP
 OE1365  MODELED GRAV-     980,376.6   (mgal)                       NAVD 88
 OE1365
 OE1365  VERT ORDER  -  SECOND    CLASS 0
 OE1365
 OE1365.The horizontal coordinates were scaled from a topographic map and have
 OE1365.an estimated accuracy of +/- 6 seconds.
 OE1365
 OE1365.The orthometric height was determined by differential leveling
 OE1365.and adjusted by the National Geodetic Survey in June 1991..
 OE1365
 OE1365.The geoid height was determined by GEOID03.
 OE1365
 OE1365.The dynamic height is computed by dividing the NAVD 88
 OE1365.geopotential number by the normal gravity value computed on the
 OE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1365.degrees latitude (g = 980.6199 gals.).
 OE1365
 OE1365.The modeled gravity was interpolated from observed gravity values.
 OE1365
 OE1365;                    North         East    Units  Estimated Accuracy
 OE1365;SPC NY C     -   413,050.      301,660.      MT  (+/- 180 meters Scaled)
 OE1365
 OE1365                          SUPERSEDED SURVEY CONTROL
 OE1365
 OE1365  NGVD 29 (??/??/92)  365.868  (m)         1200.35   (f) ADJ UNCH    2 0
 OE1365
 OE1365.Superseded values are not recommended for survey control.
 OE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1365.See file dsdata.txt to determine how the superseded data were derived.
 OE1365
 OE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP241408(NAD 83)
 OE1365_MARKER: DB = BENCH MARK DISK
 OE1365_SETTING: 80 = SET IN A BOULDER
 OE1365_SP_SET: BOULDER
 OE1365_STAMPING: A 204 1942
 OE1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1365+STABILITY: SURFACE MOTION
 OE1365
 OE1365  HISTORY     - Date     Condition        Report By
 OE1365  HISTORY     - 1942     MONUMENTED       CGS
 OE1365
 OE1365                          STATION DESCRIPTION
 OE1365
 OE1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1365'3.4 MI SE FROM LORRAINE.
 OE1365'3.4 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 OE1365'LORRAINE, JEFFERSON COUNTY, 0.9 MILE NORTH OF A SCHOOLHOUSE, 45 FEET
 OE1365'NORTHEAST OF A FARMHOUSE, 21 FEET NORTHEAST OF AN APPLE TREE, 42.5
 OE1365'FEET WEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET HIGHER THAN THE
 OE1365'ROAD, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED A
 OE1365'204 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1261 ***********************************************************************
 OE1261  DESIGNATION -  A 205 RESET 1947
 OE1261  PID         -  OE1261
 OE1261  STATE/COUNTY-  NY/JEFFERSON
 OE1261  USGS QUAD   -  COPENHAGEN (1942)
 OE1261
 OE1261                         *CURRENT SURVEY CONTROL
 OE1261  ___________________________________________________________________
 OE1261* NAD 83(1986)-  43 54 49.     (N)    075 43 20.     (W)     SCALED    
 OE1261* NAVD 88     -       375.55   (+/-2cm)    1232.1    (feet)  VERTCON   
 OE1261  ___________________________________________________________________
 OE1261  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 OE1261
 OE1261  VERT ORDER  -  THIRD (See Below)
 OE1261
 OE1261.The horizontal coordinates were scaled from a topographic map and have
 OE1261.an estimated accuracy of +/- 6 seconds.
 OE1261
 OE1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1261.The vertical order pertains to the NGVD 29 superseded value.
 OE1261
 OE1261.The geoid height was determined by GEOID03.
 OE1261
 OE1261;                    North         East    Units  Estimated Accuracy
 OE1261;SPC NY C     -   435,030.      319,160.      MT  (+/- 180 meters Scaled)
 OE1261
 OE1261                          SUPERSEDED SURVEY CONTROL
 OE1261
 OE1261  NGVD 29 (??/??/??)  375.66   (m)         1232.5    (f) RESET       3  
 OE1261
 OE1261.Superseded values are not recommended for survey control.
 OE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1261.See file dsdata.txt to determine how the superseded data were derived.
 OE1261
 OE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP420625(NAD 83)
 OE1261_MARKER: DB = BENCH MARK DISK
 OE1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1261_SP_SET: CULVERT
 OE1261_STAMPING: A 205 1942 RESET 1947
 OE1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1261
 OE1261  HISTORY     - Date     Condition        Report By
 OE1261  HISTORY     - 1947     MONUMENTED       CGS
 OE1261  HISTORY     - 19950507 POOR             USPSQD
 OE1261
 OE1261                          STATION DESCRIPTION
 OE1261
 OE1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 OE1261'2.9 MI W FROM COPENHAGEN.
 OE1261'IN JEFFERSON COUNTY, 2.9 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 OE1261'NATIONAL BANK BUILDING AT COPENHAGEN, LEWIS COUNTY, 160 FEET SOUTH OF
 OE1261'A BARN AND SILO, 70 FEET SOUTHEAST OF A 2-STORY FRAME FARMHOUSE, AT A
 OE1261'CONCRETE CULVERT, IN THE TOP OF THE WEST HEAD WALL, AND 20.7 FEET WEST
 OE1261'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 205 1942
 OE1261'RESET 1947.
 OE1261
 OE1261                          STATION RECOVERY (1995)
 OE1261
 OE1261'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE1261'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0706 ***********************************************************************
 NB0706  DESIGNATION -  A 207
 NB0706  PID         -  NB0706
 NB0706  STATE/COUNTY-  NY/SENECA
 NB0706  USGS QUAD   -  UNION SPRINGS (1955)
 NB0706
 NB0706                         *CURRENT SURVEY CONTROL
 NB0706  ___________________________________________________________________
 NB0706* NAD 83(1986)-  42 49 24.     (N)    076 44 47.     (W)     SCALED    
 NB0706* NAVD 88     -       145.194  (meters)     476.36   (feet)  ADJUSTED  
 NB0706  ___________________________________________________________________
 NB0706  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NB0706  DYNAMIC HT  -         145.155 (meters)     476.23  (feet)  COMP
 NB0706  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 NB0706
 NB0706  VERT ORDER  -  SECOND    CLASS 0
 NB0706
 NB0706.The horizontal coordinates were scaled from a topographic map and have
 NB0706.an estimated accuracy of +/- 6 seconds.
 NB0706
 NB0706.The orthometric height was determined by differential leveling
 NB0706.and adjusted by the National Geodetic Survey in June 1991..
 NB0706
 NB0706.The geoid height was determined by GEOID03.
 NB0706
 NB0706.The dynamic height is computed by dividing the NAVD 88
 NB0706.geopotential number by the normal gravity value computed on the
 NB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0706.degrees latitude (g = 980.6199 gals.).
 NB0706
 NB0706.The modeled gravity was interpolated from observed gravity values.
 NB0706
 NB0706;                    North         East    Units  Estimated Accuracy
 NB0706;SPC NY C     -   313,560.      236,670.      MT  (+/- 180 meters Scaled)
 NB0706
 NB0706                          SUPERSEDED SURVEY CONTROL
 NB0706
 NB0706  NGVD 29 (??/??/92)  145.371  (m)          476.94   (f) ADJ UNCH    2 0
 NB0706
 NB0706.Superseded values are not recommended for survey control.
 NB0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0706.See file dsdata.txt to determine how the superseded data were derived.
 NB0706
 NB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN572426(NAD 83)
 NB0706_MARKER: DB = BENCH MARK DISK
 NB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0706_STAMPING: A 207 1942
 NB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0706+STABILITY: SURFACE MOTION
 NB0706
 NB0706  HISTORY     - Date     Condition        Report By
 NB0706  HISTORY     - 1942     MONUMENTED       CGS
 NB0706  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0706  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0706  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0706
 NB0706                          STATION DESCRIPTION
 NB0706
 NB0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0706'2.1 MI S FROM CANOGA.
 NB0706'2.1 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PRESBYTERIAN CHURCH
 NB0706'AT CANOGA, SENECA COUNTY, AT A FARMHOUSE EAST OF THE HIGHWAY, 250
 NB0706'FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, IN LINE WITH A ROW
 NB0706'OF MAPLE TREES, 27 FEET SOUTH OF A FENCE CONER, 26 FEET EAST OF THE
 NB0706'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 NB0706'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 0.6 FOOT HIGHER
 NB0706'THAN THE HIGHWAY. A STANDARD DISK, STAMPED A 207 1942 AND SET IN
 NB0706'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NB0706
 NB0706                          STATION RECOVERY (1985)
 NB0706
 NB0706'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0706'MARK NOT FOUND.
 NB0706
 NB0706                          STATION RECOVERY (1985)
 NB0706
 NB0706'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0706'MARK NOT FOUND.
 NB0706
 NB0706                          STATION RECOVERY (1995)
 NB0706
 NB0706'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0828 ***********************************************************************
 PH0828  DESIGNATION -  A 208
 PH0828  PID         -  PH0828
 PH0828  STATE/COUNTY-  NY/ST LAWRENCE
 PH0828  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0828
 PH0828                         *CURRENT SURVEY CONTROL
 PH0828  ___________________________________________________________________
 PH0828* NAD 83(1986)-  44 34 23.     (N)    075 18 18.     (W)     SCALED    
 PH0828* NAVD 88     -        94.488  (meters)     310.00   (feet)  ADJUSTED  
 PH0828  ___________________________________________________________________
 PH0828  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 PH0828  DYNAMIC HT  -          94.481 (meters)     309.98  (feet)  COMP
 PH0828  MODELED GRAV-     980,542.8   (mgal)                       NAVD 88
 PH0828
 PH0828  VERT ORDER  -  FIRST     CLASS II
 PH0828
 PH0828.The horizontal coordinates were scaled from a topographic map and have
 PH0828.an estimated accuracy of +/- 6 seconds.
 PH0828
 PH0828.The orthometric height was determined by differential leveling
 PH0828.and adjusted by the National Geodetic Survey in June 1991..
 PH0828
 PH0828.The geoid height was determined by GEOID03.
 PH0828
 PH0828.The dynamic height is computed by dividing the NAVD 88
 PH0828.geopotential number by the normal gravity value computed on the
 PH0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0828.degrees latitude (g = 980.6199 gals.).
 PH0828
 PH0828.The modeled gravity was interpolated from observed gravity values.
 PH0828
 PH0828;                    North         East    Units  Estimated Accuracy
 PH0828;SPC NY E     -   637,750.       86,070.      MT  (+/- 180 meters Scaled)
 PH0828
 PH0828                          SUPERSEDED SURVEY CONTROL
 PH0828
 PH0828  NGVD 29 (??/??/92)   94.630  (m)          310.47   (f) ADJ UNCH    1 2
 PH0828
 PH0828.Superseded values are not recommended for survey control.
 PH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0828.See file dsdata.txt to determine how the superseded data were derived.
 PH0828
 PH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ757355(NAD 83)
 PH0828_MARKER: DB = BENCH MARK DISK
 PH0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0828_SP_SET: BRIDGE
 PH0828_STAMPING: A 208 1942
 PH0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0828
 PH0828  HISTORY     - Date     Condition        Report By
 PH0828  HISTORY     - 1942     MONUMENTED       CGS
 PH0828  HISTORY     - 1963     GOOD             NGS
 PH0828
 PH0828                          STATION DESCRIPTION
 PH0828
 PH0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0828'5.05 MI N FROM DE KALB JUNCTION.
 PH0828'TO REACH FROM THE RAILROAD STATION AT DE KALB JUNCTION, PROCEED 5.05
 PH0828'MILES NORTHERLY ALONG THE OGDENSBURG BRANCH OF THE NEW YORK CENTRAL
 PH0828'RAILROAD, TO BRIDGE NO. D 8, AND SITE OF BENCH MARK.  BENCH MARK IS
 PH0828'SET HORIZONTALLY IN THE SOUTH END OF THE WEST CONCRETE HEADWALL, AND
 PH0828'ABOUT 2 1/2 POLES NORTH OF MILE POST NO. 5.  IT IS 10.0 FEET WEST OF
 PH0828'AND LEVEL WITH THE CENTERLINE OF TRACK.  NOTE--THIS BENCH MARK IS 1.7
 PH0828'MILE SOUTH OF RENSSELAER FALLS RAILROAD STATION.
 PH0828
 PH0828                          STATION RECOVERY (1963)
 PH0828
 PH0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0935 ***********************************************************************
 PH0935  DESIGNATION -  A 209
 PH0935  PID         -  PH0935
 PH0935  STATE/COUNTY-  NY/ST LAWRENCE
 PH0935  USGS QUAD   -  MORLEY (1964)
 PH0935
 PH0935                         *CURRENT SURVEY CONTROL
 PH0935  ___________________________________________________________________
 PH0935* NAD 83(1986)-  44 38 15.     (N)    075 10 11.     (W)     SCALED    
 PH0935* NAVD 88     -       102.228  (meters)     335.39   (feet)  ADJUSTED  
 PH0935  ___________________________________________________________________
 PH0935  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 PH0935  DYNAMIC HT  -         102.221 (meters)     335.37  (feet)  COMP
 PH0935  MODELED GRAV-     980,550.8   (mgal)                       NAVD 88
 PH0935
 PH0935  VERT ORDER  -  SECOND    CLASS 0
 PH0935
 PH0935.The horizontal coordinates were scaled from a topographic map and have
 PH0935.an estimated accuracy of +/- 6 seconds.
 PH0935
 PH0935.The orthometric height was determined by differential leveling
 PH0935.and adjusted by the National Geodetic Survey in June 1991..
 PH0935
 PH0935.The geoid height was determined by GEOID03.
 PH0935
 PH0935.The dynamic height is computed by dividing the NAVD 88
 PH0935.geopotential number by the normal gravity value computed on the
 PH0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0935.degrees latitude (g = 980.6199 gals.).
 PH0935
 PH0935.The modeled gravity was interpolated from observed gravity values.
 PH0935
 PH0935;                    North         East    Units  Estimated Accuracy
 PH0935;SPC NY E     -   644,810.       96,870.      MT  (+/- 180 meters Scaled)
 PH0935
 PH0935                          SUPERSEDED SURVEY CONTROL
 PH0935
 PH0935  NGVD 29 (??/??/92)  102.365  (m)          335.84   (f) ADJ UNCH    2 0
 PH0935
 PH0935.Superseded values are not recommended for survey control.
 PH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0935.See file dsdata.txt to determine how the superseded data were derived.
 PH0935
 PH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ865426(NAD 83)
 PH0935_MARKER: DB = BENCH MARK DISK
 PH0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0935_STAMPING: A 209 1942
 PH0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0935+STABILITY: SURFACE MOTION
 PH0935
 PH0935  HISTORY     - Date     Condition        Report By
 PH0935  HISTORY     - 1942     MONUMENTED       CGS
 PH0935  HISTORY     - 1963     MARK NOT FOUND   USGS
 PH0935
 PH0935                          STATION DESCRIPTION
 PH0935
 PH0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0935'3.0 MI N FROM CANTON.
 PH0935'TO REACH FROM THE COUNTY COURT HOUSE AT CANTON, PROCEED 1.9 MILE
 PH0935'NORTHEAST ALONG AN ASPHALT ROAD, TO THE INTERSECTION OF A DIRT ROAD
 PH0935'LEADING NORTHWEST, THENCE TURN NORTHWEST (LEFT) GO 1.1 MILE TO THE
 PH0935'CROSSING OF A POWER TRANSMISSION LINE AND SITE OF BENCH MARK.  BENCH
 PH0935'MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE CROSSING OF A POWER
 PH0935'TRANSMISSION LINE.  AND AT THE END OF A FENCE DIVIDING TWO FIELDS. IT
 PH0935'IS 18.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF ROAD,
 PH0935'AND 1.0 FOOT NORTHWEST OF FENCE.  MONUMENT IS 2.0 FEET SOUTHEAST OF A
 PH0935'4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.5 FOOT.
 PH0935
 PH0935                          STATION RECOVERY (1963)
 PH0935
 PH0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0147 ***********************************************************************
 OG0147  DESIGNATION -  A 21
 OG0147  PID         -  OG0147
 OG0147  STATE/COUNTY-  NY/NIAGARA
 OG0147  USGS QUAD   -  
 OG0147
 OG0147                         *CURRENT SURVEY CONTROL
 OG0147  ___________________________________________________________________
 OG0147* NAD 83(1986)-  43 19 49.     (N)    078 33 15.     (W)     SCALED    
 OG0147* NAVD 88     -       100.649  (meters)     330.21   (feet)  ADJUSTED  
 OG0147  ___________________________________________________________________
 OG0147  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 OG0147  DYNAMIC HT  -         100.628 (meters)     330.14  (feet)  COMP
 OG0147  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 OG0147
 OG0147  VERT ORDER  -  FIRST     CLASS II
 OG0147
 OG0147.The horizontal coordinates were scaled from a topographic map and have
 OG0147.an estimated accuracy of +/- 6 seconds.
 OG0147
 OG0147.The orthometric height was determined by differential leveling
 OG0147.and adjusted by the National Geodetic Survey in June 1991..
 OG0147
 OG0147.The geoid height was determined by GEOID03.
 OG0147
 OG0147.The dynamic height is computed by dividing the NAVD 88
 OG0147.geopotential number by the normal gravity value computed on the
 OG0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0147.degrees latitude (g = 980.6199 gals.).
 OG0147
 OG0147.The modeled gravity was interpolated from observed gravity values.
 OG0147
 OG0147;                    North         East    Units  Estimated Accuracy
 OG0147;SPC NY W     -   369,860.      352,370.      MT  (+/- 180 meters Scaled)
 OG0147
 OG0147                          SUPERSEDED SURVEY CONTROL
 OG0147
 OG0147  NGVD 29 (??/??/92)  100.819  (m)          330.77   (f) ADJ UNCH    1 2
 OG0147
 OG0147.Superseded values are not recommended for survey control.
 OG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0147.See file dsdata.txt to determine how the superseded data were derived.
 OG0147
 OG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ982003(NAD 83)
 OG0147_MARKER: DD = SURVEY DISK
 OG0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0147_SP_SET: WATER TABLE
 OG0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0147
 OG0147  HISTORY     - Date     Condition        Report By
 OG0147  HISTORY     - UNK      MONUMENTED       CGS
 OG0147  HISTORY     - 1919     GOOD             NGS
 OG0147
 OG0147                          STATION DESCRIPTION
 OG0147
 OG0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OG0147'IN BARKER.
 OG0147'AT BARKER, NIAGARA COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 350 FEET
 OG0147'NORTHWEST OF THE STATION, AT THE SOMERSET NATIONAL BANK OF BARKER, IN
 OG0147'THE EAST SIDE OF THE BUILDING, 15 INCHES NORTH OF THE SOUTHEAST
 OG0147'CORNER, AND IN THE FOURTH COURSE OF BRICK ABOVE THE STONE WATER
 OG0147'TABLE.  A STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0895 ***********************************************************************
 PH0895  DESIGNATION -  A 210
 PH0895  PID         -  PH0895
 PH0895  STATE/COUNTY-  NY/ST LAWRENCE
 PH0895  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0895
 PH0895                         *CURRENT SURVEY CONTROL
 PH0895  ___________________________________________________________________
 PH0895* NAD 83(1986)-  44 37 53.     (N)    075 23 24.     (W)     SCALED    
 PH0895* NAVD 88     -       101.875  (meters)     334.23   (feet)  ADJUSTED  
 PH0895  ___________________________________________________________________
 PH0895  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 PH0895  DYNAMIC HT  -         101.868 (meters)     334.21  (feet)  COMP
 PH0895  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 PH0895
 PH0895  VERT ORDER  -  SECOND    CLASS 0
 PH0895
 PH0895.The horizontal coordinates were scaled from a topographic map and have
 PH0895.an estimated accuracy of +/- 6 seconds.
 PH0895
 PH0895.The orthometric height was determined by differential leveling
 PH0895.and adjusted by the National Geodetic Survey in June 1991..
 PH0895
 PH0895.The geoid height was determined by GEOID03.
 PH0895
 PH0895.The dynamic height is computed by dividing the NAVD 88
 PH0895.geopotential number by the normal gravity value computed on the
 PH0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0895.degrees latitude (g = 980.6199 gals.).
 PH0895
 PH0895.The modeled gravity was interpolated from observed gravity values.
 PH0895
 PH0895;                    North         East    Units  Estimated Accuracy
 PH0895;SPC NY E     -   644,300.       79,390.      MT  (+/- 180 meters Scaled)
 PH0895
 PH0895                          SUPERSEDED SURVEY CONTROL
 PH0895
 PH0895  NGVD 29 (??/??/92)  102.012  (m)          334.68   (f) ADJ UNCH    2 0
 PH0895
 PH0895.Superseded values are not recommended for survey control.
 PH0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0895.See file dsdata.txt to determine how the superseded data were derived.
 PH0895
 PH0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ690420(NAD 83)
 PH0895_MARKER: DB = BENCH MARK DISK
 PH0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0895_SP_SET: CULVERT
 PH0895_STAMPING: A 210 1942
 PH0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0895
 PH0895  HISTORY     - Date     Condition        Report By
 PH0895  HISTORY     - 1942     MONUMENTED       CGS
 PH0895  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 PH0895
 PH0895                          STATION DESCRIPTION
 PH0895
 PH0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0895'1.2 MI NE FROM HEUVELTON.
 PH0895'TO REACH FROM THE PRESBYTERIAN CHURCH IN HEUVELTON, PROCEED 1.2 MILE
 PH0895'NORTHEAST ALONG A COUNTY ASPHALT ROAD, TO A LARGE RED BARN ON
 PH0895'SOUTHEAST SIDE OF ROAD, AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH0895'HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTHEAST HEADWALL IF AN
 PH0895'18.0 INCH CONCRETE CULVERT UNDER ASPHALT ROAD.  IT IS ABOUT 235.0 FEET
 PH0895'SOUTHWEST OF THE CENTERLINE OF DRIVEWAY LEADING TO FARM HOUSE, 14.0
 PH0895'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF ROAD.
 PH0895
 PH0895                          STATION RECOVERY (1994)
 PH0895
 PH0895'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0996 ***********************************************************************
 PH0996  DESIGNATION -  A 211
 PH0996  PID         -  PH0996
 PH0996  STATE/COUNTY-  NY/ST LAWRENCE
 PH0996  USGS QUAD   -  WADDINGTON (1964)
 PH0996
 PH0996                         *CURRENT SURVEY CONTROL
 PH0996  ___________________________________________________________________
 PH0996* NAD 83(1986)-  44 50 57.     (N)    075 11 42.     (W)     SCALED    
 PH0996* NAVD 88     -        80.213  (meters)     263.17   (feet)  ADJUSTED  
 PH0996  ___________________________________________________________________
 PH0996  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 PH0996  DYNAMIC HT  -          80.210 (meters)     263.16  (feet)  COMP
 PH0996  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 PH0996
 PH0996  VERT ORDER  -  SECOND    CLASS 0
 PH0996
 PH0996.The horizontal coordinates were scaled from a topographic map and have
 PH0996.an estimated accuracy of +/- 6 seconds.
 PH0996
 PH0996.The orthometric height was determined by differential leveling
 PH0996.and adjusted by the National Geodetic Survey in June 1991..
 PH0996
 PH0996.The geoid height was determined by GEOID03.
 PH0996
 PH0996.The dynamic height is computed by dividing the NAVD 88
 PH0996.geopotential number by the normal gravity value computed on the
 PH0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0996.degrees latitude (g = 980.6199 gals.).
 PH0996
 PH0996.The modeled gravity was interpolated from observed gravity values.
 PH0996
 PH0996;                    North         East    Units  Estimated Accuracy
 PH0996;SPC NY E     -   668,350.       95,060.      MT  (+/- 180 meters Scaled)
 PH0996
 PH0996                          SUPERSEDED SURVEY CONTROL
 PH0996
 PH0996  NGVD 29 (??/??/92)   80.343  (m)          263.59   (f) ADJ UNCH    2 0
 PH0996
 PH0996.Superseded values are not recommended for survey control.
 PH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0996.See file dsdata.txt to determine how the superseded data were derived.
 PH0996
 PH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ845662(NAD 83)
 PH0996_MARKER: DB = BENCH MARK DISK
 PH0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0996_STAMPING: A 211 1942
 PH0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0996+STABILITY: SURFACE MOTION
 PH0996
 PH0996  HISTORY     - Date     Condition        Report By
 PH0996  HISTORY     - 1942     MONUMENTED       CGS
 PH0996  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 PH0996
 PH0996                          STATION DESCRIPTION
 PH0996
 PH0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0996'1.1 MI SE FROM WADDINGTON.
 PH0996'TO REACH FROM THE TOWN HALL IN WADDINGTON, PROCEED 1.1 MILE SOUTH
 PH0996'ALONG STATE HIGHWAY NO. 345 TO THE CITY LIMITS AND SITE OF BENCH MARK.
 PH0996'BENCH MARK IS 44.0 FEET SOUTHEAST OF CITY LIMITS SIGN AT THE WEST
 PH0996'CORNER OF A HAY FIELD.  IT IS 22.0 FEET SOUTHEAST OF A GATE POST, 24.0
 PH0996'FEET NORTHEAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD.
 PH0996'IT IS 2.0 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE. MONUMENT IS 2.0
 PH0996'FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3
 PH0996'FOOT.
 PH0996
 PH0996                          STATION RECOVERY (1998)
 PH0996
 PH0996'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0997 ***********************************************************************
 PH0997  DESIGNATION -  A 211 RESET 1960
 PH0997  PID         -  PH0997
 PH0997  STATE/COUNTY-  NY/ST LAWRENCE
 PH0997  USGS QUAD   -  WADDINGTON (1964)
 PH0997
 PH0997                         *CURRENT SURVEY CONTROL
 PH0997  ___________________________________________________________________
 PH0997* NAD 83(1986)-  44 50 57.     (N)    075 11 42.     (W)     SCALED    
 PH0997* NAVD 88     -        92.38   (meters)     303.1    (feet)  RESET     
 PH0997  ___________________________________________________________________
 PH0997  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 PH0997
 PH0997  VERT ORDER  -  THIRD
 PH0997
 PH0997.The horizontal coordinates were scaled from a topographic map and have
 PH0997.an estimated accuracy of +/- 6 seconds.
 PH0997
 PH0997.The orthometric height was computed from unverified reset data.
 PH0997
 PH0997.The geoid height was determined by GEOID03.
 PH0997
 PH0997;                    North         East    Units  Estimated Accuracy
 PH0997;SPC NY E     -   668,350.       95,060.      MT  (+/- 180 meters Scaled)
 PH0997
 PH0997                          SUPERSEDED SURVEY CONTROL
 PH0997
 PH0997.No superseded survey control is available for this station.
 PH0997
 PH0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ845662(NAD 83)
 PH0997_MARKER: DB = BENCH MARK DISK
 PH0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0997_STAMPING: A 211 RESET 1960
 PH0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0997+STABILITY: SURFACE MOTION
 PH0997
 PH0997  HISTORY     - Date     Condition        Report By
 PH0997  HISTORY     - 1960     MONUMENTED       CGS
 PH0997  HISTORY     - 1961     GOOD             NGS
 PH0997
 PH0997                          STATION DESCRIPTION
 PH0997
 PH0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PH0997'5.9 MI NW FROM MADRID.
 PH0997'ABOUT 5.9 MILES NORTHWEST ALONG STATE HIGHWAY 345 FROM THE METHODIST
 PH0997'CHURCH AT MADRID, ABOUT 0.1 MILE NORTHWEST OF A BROWN FRAME HOUSE
 PH0997'NORTHEAST OF THE HIGHWAY AT THE NORTH CORNER OF A PASTURE, 58 FEET
 PH0997'SOUTHWEST OF CENTERLINE OF HIGHWAY AT STATION 102+00, 10 FEET SOUTH OF
 PH0997'RIGHT-OF-WAY FENCE, 1 1/2 FEET SOUTH OF WHITE WOODEN WITNESS POST, AND
 PH0997'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 PH0997'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0704 ***********************************************************************
 PH0704  DESIGNATION -  A 212 RESET 1962
 PH0704  PID         -  PH0704
 PH0704  STATE/COUNTY-  NY/ST LAWRENCE
 PH0704  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0704
 PH0704                         *CURRENT SURVEY CONTROL
 PH0704  ___________________________________________________________________
 PH0704* NAD 83(1986)-  44 40 33.     (N)    074 36 27.     (W)     SCALED    
 PH0704* NAVD 88     -       313.76   (meters)    1029.4    (feet)  RESET     
 PH0704  ___________________________________________________________________
 PH0704  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 PH0704
 PH0704  VERT ORDER  -  THIRD
 PH0704
 PH0704.The horizontal coordinates were scaled from a topographic map and have
 PH0704.an estimated accuracy of +/- 6 seconds.
 PH0704
 PH0704.The orthometric height was computed from unverified reset data.
 PH0704
 PH0704.The geoid height was determined by GEOID03.
 PH0704
 PH0704;                    North         East    Units  Estimated Accuracy
 PH0704;SPC NY E     -   648,860.      141,480.      MT  (+/- 180 meters Scaled)
 PH0704
 PH0704                          SUPERSEDED SURVEY CONTROL
 PH0704
 PH0704.No superseded survey control is available for this station.
 PH0704
 PH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ311470(NAD 83)
 PH0704_MARKER: DB = BENCH MARK DISK
 PH0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0704_SP_SET: CULVERT
 PH0704_STAMPING: A 212 RESET 1962
 PH0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0704
 PH0704  HISTORY     - Date     Condition        Report By
 PH0704  HISTORY     - 1962     MONUMENTED       NYDPW
 PH0704
 PH0704                          STATION DESCRIPTION
 PH0704
 PH0704'DESCRIBED BY NY DEPT OF PUB WORKS 1962
 PH0704'4.2 MI SW FROM ST. REGIS FALLS.
 PH0704'IN ST. LAWRENCE COUNTY, ABOUT 0.1 MILE SOUTH ALONG A ROAD FROM THE
 PH0704'POST OFFICE AT ST. REGIS FALLS, FRANKLIN COUNTY, THENCE ABOUT 4.1
 PH0704'MILES SOUTHWEST ALONG STATE HIGHWAY 72, ABOUT 5.4 MILES EAST OF
 PH0704'HOPKINTON, ABOUT 0.2 MILES SOUTHWEST OF ST. LAWRENCE-FRANKLIN COUNTY
 PH0704'LINE, ABOUT 650 FEET SOUTHWEST OF A FRAME FARM HOUSE, 65 FEET
 PH0704'SOUTHWEST OF A ROCK LEDGE, AT A CONCRETE CULVERT, IN THE MIDDLE OF THE
 PH0704'TOP OF THE SOUTHWEST HEADWALL, 21 FEET SOUTHWEST OF THE CENTERLINE OF
 PH0704'THE HIGHWAY, AND ABOUT 1.1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0745 ***********************************************************************
 PH0745  DESIGNATION -  A 213
 PH0745  PID         -  PH0745
 PH0745  STATE/COUNTY-  NY/ST LAWRENCE
 PH0745  USGS QUAD   -  RAINBOW FALLS (1980)
 PH0745
 PH0745                         *CURRENT SURVEY CONTROL
 PH0745  ___________________________________________________________________
 PH0745* NAD 83(1986)-  44 36 57.     (N)    074 48 15.     (W)     SCALED    
 PH0745* NAVD 88     -       297.533  (meters)     976.16   (feet)  ADJUSTED  
 PH0745  ___________________________________________________________________
 PH0745  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 PH0745  DYNAMIC HT  -         297.501 (meters)     976.05  (feet)  COMP
 PH0745  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 PH0745
 PH0745  VERT ORDER  -  SECOND    CLASS 0
 PH0745
 PH0745.The horizontal coordinates were scaled from a topographic map and have
 PH0745.an estimated accuracy of +/- 6 seconds.
 PH0745
 PH0745.The orthometric height was determined by differential leveling
 PH0745.and adjusted by the National Geodetic Survey in June 1991..
 PH0745
 PH0745.The geoid height was determined by GEOID03.
 PH0745
 PH0745.The dynamic height is computed by dividing the NAVD 88
 PH0745.geopotential number by the normal gravity value computed on the
 PH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0745.degrees latitude (g = 980.6199 gals.).
 PH0745
 PH0745.The modeled gravity was interpolated from observed gravity values.
 PH0745
 PH0745;                    North         East    Units  Estimated Accuracy
 PH0745;SPC NY E     -   642,230.      125,860.      MT  (+/- 180 meters Scaled)
 PH0745
 PH0745                          SUPERSEDED SURVEY CONTROL
 PH0745
 PH0745  NGVD 29 (??/??/92)  297.644  (m)          976.52   (f) ADJ UNCH    2 0
 PH0745
 PH0745.Superseded values are not recommended for survey control.
 PH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0745.See file dsdata.txt to determine how the superseded data were derived.
 PH0745
 PH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ155402(NAD 83)
 PH0745_MARKER: DB = BENCH MARK DISK
 PH0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0745_STAMPING: A 213 1942
 PH0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0745+STABILITY: SURFACE MOTION
 PH0745
 PH0745  HISTORY     - Date     Condition        Report By
 PH0745  HISTORY     - 1942     MONUMENTED       CGS
 PH0745
 PH0745                          STATION DESCRIPTION
 PH0745
 PH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0745'1.2 MI S FROM PARISHVILLE.
 PH0745'TO REACH FROM THE TOWN HALL OF PARISHVILLE-- PROCEED WESTERLY ALONG
 PH0745'NEW YORK STATE HIGHWAY NO. 72 0.2 MILE, THENCE SOUTHEASTERLY ALONG
 PH0745'COUNTY ROAD 1.0 MILE TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT
 PH0745'THE NORTHEAST EDGE OF HAY MEADOW ABOUT 138.0 FEET EAST OF WHITE FRAME
 PH0745'FARMHOUSE AND 105.0 FEET SOUTHEAST OF FARM DRIVE WAYS. IT IS 25.1 FEET
 PH0745'SOUTHWEST OF AND ABOUT 1.0 ABOVE THE CENTER LINE OF THE ROAD, 21.0
 PH0745'FEET SOUTHEAST OF LARGE MAPLE TREE AND 3.0 FEET NORTHWEST OF A
 PH0745'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0967 ***********************************************************************
 PH0967  DESIGNATION -  A 214
 PH0967  PID         -  PH0967
 PH0967  STATE/COUNTY-  NY/ST LAWRENCE
 PH0967  USGS QUAD   -  CANTON (1982)
 PH0967
 PH0967                         *CURRENT SURVEY CONTROL
 PH0967  ___________________________________________________________________
 PH0967* NAD 83(1986)-  44 35 18.     (N)    075 09 46.     (W)     SCALED    
 PH0967* NAVD 88     -       121.298  (meters)     397.96   (feet)  ADJUSTED  
 PH0967  ___________________________________________________________________
 PH0967  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 PH0967  DYNAMIC HT  -         121.289 (meters)     397.93  (feet)  COMP
 PH0967  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 PH0967
 PH0967  VERT ORDER  -  SECOND    CLASS 0
 PH0967
 PH0967.The horizontal coordinates were scaled from a topographic map and have
 PH0967.an estimated accuracy of +/- 6 seconds.
 PH0967
 PH0967.The orthometric height was determined by differential leveling
 PH0967.and adjusted by the National Geodetic Survey in June 1991..
 PH0967
 PH0967.The geoid height was determined by GEOID03.
 PH0967
 PH0967.The dynamic height is computed by dividing the NAVD 88
 PH0967.geopotential number by the normal gravity value computed on the
 PH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0967.degrees latitude (g = 980.6199 gals.).
 PH0967
 PH0967.The modeled gravity was interpolated from observed gravity values.
 PH0967
 PH0967;                    North         East    Units  Estimated Accuracy
 PH0967;SPC NY E     -   639,350.       97,370.      MT  (+/- 180 meters Scaled)
 PH0967
 PH0967                          SUPERSEDED SURVEY CONTROL
 PH0967
 PH0967  NGVD 29 (??/??/92)  121.432  (m)          398.40   (f) ADJ UNCH    2 0
 PH0967
 PH0967.Superseded values are not recommended for survey control.
 PH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0967.See file dsdata.txt to determine how the superseded data were derived.
 PH0967
 PH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ870372(NAD 83)
 PH0967_MARKER: DB = BENCH MARK DISK
 PH0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0967_STAMPING: A 214 1942
 PH0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0967+STABILITY: SURFACE MOTION
 PH0967
 PH0967  HISTORY     - Date     Condition        Report By
 PH0967  HISTORY     - 1942     MONUMENTED       CGS
 PH0967  HISTORY     - 1966     GOOD             LDA
 PH0967
 PH0967                          STATION DESCRIPTION
 PH0967
 PH0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0967'IN CANTON.
 PH0967'BENCH MARK IS AT THE WEEKS ATHLETIC FIELD OF ST. LAWRENCE UNIVERSITY
 PH0967'ABOUT 0.6 MILE SOUTH OF THE POST OFFICE IN CANTON AND 53.0 FEET WEST
 PH0967'OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF ROAD.  IT IS 26.0 FEET
 PH0967'NORTH OF THE CENTER LINE OF THE LARGE FRONT GATE, 1.2 FEET NORTH OF A
 PH0967'CONCRETE CURBING, 1.3 FEET NORTH OF A LARGE STONE GATE POST AND 0.7
 PH0967'FOOT EAST OF A STEEL FENCE.  MONUMENT PROJECTS 0.1 FOOT.
 PH0967
 PH0967                          STATION RECOVERY (1966)
 PH0967
 PH0967'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 PH0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0685 ***********************************************************************
 PH0685  DESIGNATION -  A 215
 PH0685  PID         -  PH0685
 PH0685  STATE/COUNTY-  NY/ST LAWRENCE
 PH0685  USGS QUAD   -  LOUISVILLE (1964)
 PH0685
 PH0685                         *CURRENT SURVEY CONTROL
 PH0685  ___________________________________________________________________
 PH0685* NAD 83(1986)-  44 55 41.     (N)    075 03 11.     (W)     SCALED    
 PH0685* NAVD 88     -        83.772  (meters)     274.84   (feet)  ADJUSTED  
 PH0685  ___________________________________________________________________
 PH0685  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 PH0685  DYNAMIC HT  -          83.770 (meters)     274.84  (feet)  COMP
 PH0685  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 PH0685
 PH0685  VERT ORDER  -  SECOND    CLASS 0
 PH0685
 PH0685.The horizontal coordinates were scaled from a topographic map and have
 PH0685.an estimated accuracy of +/- 6 seconds.
 PH0685
 PH0685.The orthometric height was determined by differential leveling
 PH0685.and adjusted by the National Geodetic Survey in June 1991..
 PH0685
 PH0685.The geoid height was determined by GEOID03.
 PH0685
 PH0685.The dynamic height is computed by dividing the NAVD 88
 PH0685.geopotential number by the normal gravity value computed on the
 PH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0685.degrees latitude (g = 980.6199 gals.).
 PH0685
 PH0685.The modeled gravity was interpolated from observed gravity values.
 PH0685
 PH0685;                    North         East    Units  Estimated Accuracy
 PH0685;SPC NY E     -   677,030.      106,340.      MT  (+/- 180 meters Scaled)
 PH0685
 PH0685                          SUPERSEDED SURVEY CONTROL
 PH0685
 PH0685  NGVD 29 (??/??/92)   83.899  (m)          275.26   (f) ADJ UNCH    2 0
 PH0685
 PH0685.Superseded values are not recommended for survey control.
 PH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0685.See file dsdata.txt to determine how the superseded data were derived.
 PH0685
 PH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ958749(NAD 83)
 PH0685_MARKER: DB = BENCH MARK DISK
 PH0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0685_SP_SET: CULVERT
 PH0685_STAMPING: A 215 1942
 PH0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0685
 PH0685  HISTORY     - Date     Condition        Report By
 PH0685  HISTORY     - 1942     MONUMENTED       CGS
 PH0685
 PH0685                          STATION DESCRIPTION
 PH0685
 PH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0685'2.9 MI NW FROM LOUISVILLE.
 PH0685'TO REACH FROM THE GRASS RIVER BRIDGE IN LOUISVILLE, PROCEED 1.0 MILE
 PH0685'NORTHWEST ALONG AN ASPHALT ROAD TO THE INTERSECTION OF STATE HIGHWAY
 PH0685'NO. 37, THENCE 0.2 MILE WESTERLY ALONG STATE HIGHWAY NO. 37, TO THE
 PH0685'INTERSECTION OF AN ASPHALT ROAD LEADING NORTHWESTERLY, THENCE 1.7 MILE
 PH0685'NORTHWEST TO THE INTERSECTION OF STATE HIGHWAY NO.37-B ALONG THE ST.
 PH0685'LAWRENCE RIVER, AT A POINT CALLED WILSON HILL, AND SITE OF BENCH MARK.
 PH0685'BENCH MARK IS SET HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST
 PH0685'HEADWALL OF A 2.0 FOOT CONCRETE PIPE CULVERT UNDER ASPHALT ROAD. IT IS
 PH0685'125.0 FEET SOUTHEAST OF AND ACROSS STATE HIGHWAY NO. 37-B FROM A SMALL
 PH0685'SHINGLED HOUSE, 42.0 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 15.0
 PH0685'FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0027 ***********************************************************************
 PJ0027  DESIGNATION -  A 216
 PJ0027  PID         -  PJ0027
 PJ0027  STATE/COUNTY-  NY/JEFFERSON
 PJ0027  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0027
 PJ0027                         *CURRENT SURVEY CONTROL
 PJ0027  ___________________________________________________________________
 PJ0027* NAD 83(1986)-  44 04 56.     (N)    076 18 44.     (W)     SCALED    
 PJ0027* NAVD 88     -        76.958  (meters)     252.49   (feet)  ADJUSTED  
 PJ0027  ___________________________________________________________________
 PJ0027  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 PJ0027  DYNAMIC HT  -          76.947 (meters)     252.45  (feet)  COMP
 PJ0027  MODELED GRAV-     980,477.4   (mgal)                       NAVD 88
 PJ0027
 PJ0027  VERT ORDER  -  FIRST     CLASS II
 PJ0027
 PJ0027.The horizontal coordinates were scaled from a topographic map and have
 PJ0027.an estimated accuracy of +/- 6 seconds.
 PJ0027
 PJ0027.The orthometric height was determined by differential leveling
 PJ0027.and adjusted by the National Geodetic Survey in June 1991..
 PJ0027
 PJ0027.The geoid height was determined by GEOID03.
 PJ0027
 PJ0027.The dynamic height is computed by dividing the NAVD 88
 PJ0027.geopotential number by the normal gravity value computed on the
 PJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0027.degrees latitude (g = 980.6199 gals.).
 PJ0027
 PJ0027.The modeled gravity was interpolated from observed gravity values.
 PJ0027
 PJ0027;                    North         East    Units  Estimated Accuracy
 PJ0027;SPC NY C     -   453,440.      271,710.      MT  (+/- 180 meters Scaled)
 PJ0027
 PJ0027                          SUPERSEDED SURVEY CONTROL
 PJ0027
 PJ0027  NGVD 29 (??/??/92)   77.109  (m)          252.98   (f) ADJ UNCH    1 2
 PJ0027
 PJ0027.Superseded values are not recommended for survey control.
 PJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0027.See file dsdata.txt to determine how the superseded data were derived.
 PJ0027
 PJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP949818(NAD 83)
 PJ0027_MARKER: DB = BENCH MARK DISK
 PJ0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0027_SP_SET: WALL
 PJ0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0027
 PJ0027  HISTORY     - Date     Condition        Report By
 PJ0027  HISTORY     - UNK      MONUMENTED       CGS
 PJ0027  HISTORY     - 1967     GOOD             NGS
 PJ0027  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 PJ0027  HISTORY     - 19970730 MARK NOT FOUND   USPSQD
 PJ0027
 PJ0027                          STATION DESCRIPTION
 PJ0027
 PJ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0027'3.4 MI SE FROM CAPE VINCENT.
 PJ0027'A 216 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 PJ0027'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 3.4 MILES SOUTHEAST
 PJ0027'OF INTERSECTION OF TIBBETS POINT AND PLEASANT VALLEY ROADS AT
 PJ0027'SOUTHWEST END OF CAPE VINCENT, AT NORTHEAST WING WALL OF BRIDGE OVER
 PJ0027'MUD (KENTS) CREEK, 14 FEET NORTHEAST OF CENTERLINE OF PLEASANT VALLEY
 PJ0027'ROAD, ABOUT FLUSH WITH THE ROAD SURFACE, BEING HIGHEST POINT OVER
 PJ0027'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE WALL.
 PJ0027
 PJ0027                          STATION RECOVERY (1995)
 PJ0027
 PJ0027'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0027'MARK NOT FOUND.
 PJ0027
 PJ0027                          STATION RECOVERY (1997)
 PJ0027
 PJ0027'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0121 ***********************************************************************
 PJ0121  DESIGNATION -  A 217
 PJ0121  PID         -  PJ0121
 PJ0121  STATE/COUNTY-  NY/JEFFERSON
 PJ0121  USGS QUAD   -  CHAUMONT (1958)
 PJ0121
 PJ0121                         *CURRENT SURVEY CONTROL
 PJ0121  ___________________________________________________________________
 PJ0121* NAD 83(1986)-  44 05 24.     (N)    076 11 33.     (W)     SCALED    
 PJ0121* NAVD 88     -        82.194  (meters)     269.66   (feet)  ADJUSTED  
 PJ0121  ___________________________________________________________________
 PJ0121  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 PJ0121  DYNAMIC HT  -          82.182 (meters)     269.63  (feet)  COMP
 PJ0121  MODELED GRAV-     980,477.7   (mgal)                       NAVD 88
 PJ0121
 PJ0121  VERT ORDER  -  SECOND    CLASS 0
 PJ0121
 PJ0121.The horizontal coordinates were scaled from a topographic map and have
 PJ0121.an estimated accuracy of +/- 6 seconds.
 PJ0121
 PJ0121.The orthometric height was determined by differential leveling
 PJ0121.and adjusted by the National Geodetic Survey in June 1991..
 PJ0121
 PJ0121.The geoid height was determined by GEOID03.
 PJ0121
 PJ0121.The dynamic height is computed by dividing the NAVD 88
 PJ0121.geopotential number by the normal gravity value computed on the
 PJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0121.degrees latitude (g = 980.6199 gals.).
 PJ0121
 PJ0121.The modeled gravity was interpolated from observed gravity values.
 PJ0121
 PJ0121;                    North         East    Units  Estimated Accuracy
 PJ0121;SPC NY C     -   454,340.      281,300.      MT  (+/- 180 meters Scaled)
 PJ0121
 PJ0121                          SUPERSEDED SURVEY CONTROL
 PJ0121
 PJ0121  NGVD 29 (??/??/92)   82.339  (m)          270.14   (f) ADJ UNCH    2 0
 PJ0121
 PJ0121.Superseded values are not recommended for survey control.
 PJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0121.See file dsdata.txt to determine how the superseded data were derived.
 PJ0121
 PJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP045825(NAD 83)
 PJ0121_MARKER: DB = BENCH MARK DISK
 PJ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0121_SP_SET: CULVERT
 PJ0121_STAMPING: A 217 1942
 PJ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0121
 PJ0121  HISTORY     - Date     Condition        Report By
 PJ0121  HISTORY     - 1942     MONUMENTED       CGS
 PJ0121  HISTORY     - 19960905 GOOD             USPSQD
 PJ0121
 PJ0121                          STATION DESCRIPTION
 PJ0121
 PJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0121'0.7 MI NE FROM THREE MILE BAY.
 PJ0121'TO REACH FROM THE POSTOFFICE AT THREE MILE BAY, PROCEED NORTHEASERLY
 PJ0121'ON ROAD TO THE NEW YORK CENTRAL RAILROAD STATION AND GO 0.7 MILE TO
 PJ0121'A CONCRETE CULVERT NEAR A FORK IN THE ROAD AND SITE OF BENCH MARK.
 PJ0121'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST
 PJ0121'HEADWALL OF THE CONCRETE CULVERT, IT IS ABOUT 125.0 FEET SOUTH OF
 PJ0121'THE POINT OF THE INTERSECTION, 14 FEET EAST OF AND ABOUT 0.5 FEET
 PJ0121'BELOW THE CENTER LINE OF THE ROAD.
 PJ0121
 PJ0121                          STATION RECOVERY (1996)
 PJ0121
 PJ0121'RECOVERY NOTE BY US POWER SQUADRON 1996
 PJ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0142 ***********************************************************************
 PJ0142  DESIGNATION -  A 218
 PJ0142  PID         -  PJ0142
 PJ0142  STATE/COUNTY-  NY/JEFFERSON
 PJ0142  USGS QUAD   -  CLAYTON (1980)
 PJ0142
 PJ0142                         *CURRENT SURVEY CONTROL
 PJ0142  ___________________________________________________________________
 PJ0142* NAD 83(1986)-  44 09 38.     (N)    076 04 45.     (W)     SCALED    
 PJ0142* NAVD 88     -       123.791  (meters)     406.14   (feet)  ADJUSTED  
 PJ0142  ___________________________________________________________________
 PJ0142  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 PJ0142  DYNAMIC HT  -         123.774 (meters)     406.08  (feet)  COMP
 PJ0142  MODELED GRAV-     980,479.9   (mgal)                       NAVD 88
 PJ0142
 PJ0142  VERT ORDER  -  SECOND    CLASS 0
 PJ0142
 PJ0142.The horizontal coordinates were scaled from a topographic map and have
 PJ0142.an estimated accuracy of +/- 6 seconds.
 PJ0142
 PJ0142.The orthometric height was determined by differential leveling
 PJ0142.and adjusted by the National Geodetic Survey in June 1991..
 PJ0142
 PJ0142.The geoid height was determined by GEOID03.
 PJ0142
 PJ0142.The dynamic height is computed by dividing the NAVD 88
 PJ0142.geopotential number by the normal gravity value computed on the
 PJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0142.degrees latitude (g = 980.6199 gals.).
 PJ0142
 PJ0142.The modeled gravity was interpolated from observed gravity values.
 PJ0142
 PJ0142;                    North         East    Units  Estimated Accuracy
 PJ0142;SPC NY C     -   462,230.      290,330.      MT  (+/- 180 meters Scaled)
 PJ0142
 PJ0142                          SUPERSEDED SURVEY CONTROL
 PJ0142
 PJ0142  NGVD 29 (??/??/92)  123.933  (m)          406.60   (f) ADJ UNCH    2 0
 PJ0142
 PJ0142.Superseded values are not recommended for survey control.
 PJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0142.See file dsdata.txt to determine how the superseded data were derived.
 PJ0142
 PJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP137902(NAD 83)
 PJ0142_MARKER: DB = BENCH MARK DISK
 PJ0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0142_SP_SET: CULVERT
 PJ0142_STAMPING: A 218 1942
 PJ0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0142
 PJ0142  HISTORY     - Date     Condition        Report By
 PJ0142  HISTORY     - 1942     MONUMENTED       CGS
 PJ0142  HISTORY     - 19940828 MARK NOT FOUND   USPSQD
 PJ0142
 PJ0142                          STATION DESCRIPTION
 PJ0142
 PJ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0142'1.7 MI N FROM DEPAUVILLE.
 PJ0142'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 12 AND NO. 179
 PJ0142'AT DEPAUVILLE, PROCEED NORTHERLY ON STATE HIGHWAY NO. 12 AND GO 1.7
 PJ0142'MILES TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 PJ0142'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST
 PJ0142'HEADWALL OF THE CONCRETE CULVERT, IT IS 21.0 FEET EAST OF AND ABOUT
 PJ0142'THE SAME ELEVATION AS THE CENTER LINE OF THE HIGHWAY.
 PJ0142
 PJ0142                          STATION RECOVERY (1994)
 PJ0142
 PJ0142'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1354 ***********************************************************************
 PH1354  DESIGNATION -  A 219
 PH1354  PID         -  PH1354
 PH1354  STATE/COUNTY-  NY/JEFFERSON
 PH1354  USGS QUAD   -  THERESA (1958)
 PH1354
 PH1354                         *CURRENT SURVEY CONTROL
 PH1354  ___________________________________________________________________
 PH1354* NAD 83(1986)-  44 11 32.     (N)    075 45 08.     (W)     SCALED    
 PH1354* NAVD 88     -       141.911  (meters)     465.59   (feet)  ADJUSTED  
 PH1354  ___________________________________________________________________
 PH1354  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 PH1354  DYNAMIC HT  -         141.892 (meters)     465.52  (feet)  COMP
 PH1354  MODELED GRAV-     980,482.3   (mgal)                       NAVD 88
 PH1354
 PH1354  VERT ORDER  -  SECOND    CLASS 0
 PH1354
 PH1354.The horizontal coordinates were scaled from a topographic map and have
 PH1354.an estimated accuracy of +/- 6 seconds.
 PH1354
 PH1354.The orthometric height was determined by differential leveling
 PH1354.and adjusted by the National Geodetic Survey in June 1991..
 PH1354
 PH1354.The geoid height was determined by GEOID03.
 PH1354
 PH1354.The dynamic height is computed by dividing the NAVD 88
 PH1354.geopotential number by the normal gravity value computed on the
 PH1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1354.degrees latitude (g = 980.6199 gals.).
 PH1354
 PH1354.The modeled gravity was interpolated from observed gravity values.
 PH1354
 PH1354;                    North         East    Units  Estimated Accuracy
 PH1354;SPC NY C     -   465,960.      316,440.      MT  (+/- 180 meters Scaled)
 PH1354
 PH1354                          SUPERSEDED SURVEY CONTROL
 PH1354
 PH1354  NGVD 29 (??/??/92)  142.061  (m)          466.08   (f) ADJ UNCH    2 0
 PH1354
 PH1354.Superseded values are not recommended for survey control.
 PH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1354.See file dsdata.txt to determine how the superseded data were derived.
 PH1354
 PH1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP398934(NAD 83)
 PH1354_MARKER: DB = BENCH MARK DISK
 PH1354_SETTING: 66 = SET IN ROCK OUTCROP
 PH1354_SP_SET: ROCK OUTCROP
 PH1354_STAMPING: A 219 1942
 PH1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1354+STABILITY: POSITION/ELEVATION WELL
 PH1354
 PH1354  HISTORY     - Date     Condition        Report By
 PH1354  HISTORY     - 1942     MONUMENTED       CGS
 PH1354  HISTORY     - 19970819 MARK NOT FOUND   USPSQD
 PH1354
 PH1354                          STATION DESCRIPTION
 PH1354
 PH1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1354'3.5 MI NW FROM PHILADELPHIA.
 PH1354'TO REACH FROM THE TOWN HALL AT PHILADELPHIA, PROCEED NORTHWESTERLY ON
 PH1354'STATE HIGHWAY NO. 411 AND GO 3.5 MILES TO A SMALL SCHOOL HOUSE AND
 PH1354'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A FLAT
 PH1354'GRANITE OUTCROP, IT IS ABOUT 350.0 FEET SOUTH OF THE SCHOOL HOUSE,
 PH1354'70.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, 27.0 FEET
 PH1354'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 24.0 FEET
 PH1354'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 PH1354'HIGHWAY, 12.0 FEET SOUTHEAST OF A MAPLE TREE.
 PH1354
 PH1354                          STATION RECOVERY (1997)
 PH1354
 PH1354'RECOVERY NOTE BY US POWER SQUADRON 1997
 PH1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1010 ***********************************************************************
 OF1010  DESIGNATION -  A 22
 OF1010  PID         -  OF1010
 OF1010  STATE/COUNTY-  NY/MONROE
 OF1010  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1010
 OF1010                         *CURRENT SURVEY CONTROL
 OF1010  ___________________________________________________________________
 OF1010* NAD 83(1986)-  43 14 05.     (N)    077 32 02.     (W)     SCALED    
 OF1010* NAVD 88     -        77.657  (meters)     254.78   (feet)  ADJUSTED  
 OF1010  ___________________________________________________________________
 OF1010  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1010  DYNAMIC HT  -          77.638 (meters)     254.72  (feet)  COMP
 OF1010  MODELED GRAV-     980,379.8   (mgal)                       NAVD 88
 OF1010
 OF1010  VERT ORDER  -  FIRST     CLASS II
 OF1010
 OF1010.The horizontal coordinates were scaled from a topographic map and have
 OF1010.an estimated accuracy of +/- 6 seconds.
 OF1010
 OF1010.The orthometric height was determined by differential leveling
 OF1010.and adjusted by the National Geodetic Survey in June 1991..
 OF1010.WARNING-Repeat measurements at this control monument indicate possible
 OF1010.vertical movement.
 OF1010
 OF1010.The geoid height was determined by GEOID03.
 OF1010
 OF1010.The dynamic height is computed by dividing the NAVD 88
 OF1010.geopotential number by the normal gravity value computed on the
 OF1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1010.degrees latitude (g = 980.6199 gals.).
 OF1010
 OF1010.The modeled gravity was interpolated from observed gravity values.
 OF1010
 OF1010;                    North         East    Units  Estimated Accuracy
 OF1010;SPC NY W     -   359,780.      435,240.      MT  (+/- 180 meters Scaled)
 OF1010
 OF1010                          SUPERSEDED SURVEY CONTROL
 OF1010
 OF1010  NGVD 29 (??/??/92)   77.900  (m)          255.58   (f) ADJ UNCH    1 2
 OF1010
 OF1010.Superseded values are not recommended for survey control.
 OF1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1010.See file dsdata.txt to determine how the superseded data were derived.
 OF1010
 OF1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN942899(NAD 83)
 OF1010_MARKER: DB = BENCH MARK DISK
 OF1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1010_SP_SET: BRIDGE
 OF1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1010
 OF1010  HISTORY     - Date     Condition        Report By
 OF1010  HISTORY     - UNK      MONUMENTED       CGS
 OF1010  HISTORY     - 1919     GOOD             NGS
 OF1010  HISTORY     - 19870321 MARK NOT FOUND   USPSQD
 OF1010
 OF1010                          STATION DESCRIPTION
 OF1010
 OF1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF1010'AT SEA BREEZE.
 OF1010'A 22 A BENCH MARK ESTABLISHED BY THE U.S. COAST AND GEODETIC
 OF1010'SURVEY IS AT SEA BREEZE, MONROE COUNTY, NEW YORK, ON THE SOUTHWEST
 OF1010'WINGWALL OF N.Y.C.R.R. BRIDGE OVER OUTLET TO IRONDEQUOIT BAY, 50
 OF1010'FEET NORTH OF CENTERLINE OF LAKE RD. (HWY. 18), 8.7 FEET SOUTH OF
 OF1010'SOUTH RAIL OF TRACK, 2 FEET BELOW THE TRACK, BEING HIGHEST POINT
 OF1010'OVER A CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE CONCRETE
 OF1010'WINGWALL.
 OF1010
 OF1010                          STATION RECOVERY (1987)
 OF1010
 OF1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (RF)
 OF1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1254 ***********************************************************************
 PH1254  DESIGNATION -  A 220
 PH1254  PID         -  PH1254
 PH1254  STATE/COUNTY-  NY/JEFFERSON
 PH1254  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1254
 PH1254                         *CURRENT SURVEY CONTROL
 PH1254  ___________________________________________________________________
 PH1254* NAD 83(1986)-  44 19 46.     (N)    075 54 46.     (W)     SCALED    
 PH1254* NAVD 88     -        77.017  (meters)     252.68   (feet)  ADJUSTED  
 PH1254  ___________________________________________________________________
 PH1254  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 PH1254  DYNAMIC HT  -          77.008 (meters)     252.65  (feet)  COMP
 PH1254  MODELED GRAV-     980,504.6   (mgal)                       NAVD 88
 PH1254
 PH1254  VERT ORDER  -  SECOND    CLASS 0
 PH1254
 PH1254.The horizontal coordinates were scaled from a topographic map and have
 PH1254.an estimated accuracy of +/- 6 seconds.
 PH1254
 PH1254.The orthometric height was determined by differential leveling
 PH1254.and adjusted by the National Geodetic Survey in June 1991..
 PH1254
 PH1254.The geoid height was determined by GEOID03.
 PH1254
 PH1254.The dynamic height is computed by dividing the NAVD 88
 PH1254.geopotential number by the normal gravity value computed on the
 PH1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1254.degrees latitude (g = 980.6199 gals.).
 PH1254
 PH1254.The modeled gravity was interpolated from observed gravity values.
 PH1254
 PH1254;                    North         East    Units  Estimated Accuracy
 PH1254;SPC NY C     -   481,090.      303,480.      MT  (+/- 180 meters Scaled)
 PH1254
 PH1254                          SUPERSEDED SURVEY CONTROL
 PH1254
 PH1254  NGVD 29 (??/??/92)   77.156  (m)          253.14   (f) ADJ UNCH    2 0
 PH1254
 PH1254.Superseded values are not recommended for survey control.
 PH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1254.See file dsdata.txt to determine how the superseded data were derived.
 PH1254
 PH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ272088(NAD 83)
 PH1254_MARKER: DB = BENCH MARK DISK
 PH1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1254_SP_SET: CULVERT
 PH1254_STAMPING: A 220 1942
 PH1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1254
 PH1254  HISTORY     - Date     Condition        Report By
 PH1254  HISTORY     - 1942     MONUMENTED       CGS
 PH1254  HISTORY     - 19950613 GOOD             USPSQD
 PH1254
 PH1254                          STATION DESCRIPTION
 PH1254
 PH1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1254'0.4 MI SE FROM ALEXANDRIA BAY.
 PH1254'TO REACH FROM THE REFORMED CHURCH AT ALEXANDRIA BAY, PROCEED
 PH1254'SOUTHEASTERLY ON STATE HIGHWAY NO. 26 AND GO 0.4 MILE TO A LARGE
 PH1254'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1254'HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF THE
 PH1254'CONCRETE CULVERT, IT IS ABOUT 0.2 MILE SOUTH OF THE ARCHWAY OVER STATE
 PH1254'HIGHWAY NO. 26, 23.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 PH1254'CENTER LINE OF THE HIGHWAY.
 PH1254
 PH1254                          STATION RECOVERY (1995)
 PH1254
 PH1254'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1286 ***********************************************************************
 PH1286  DESIGNATION -  A 222
 PH1286  PID         -  PH1286
 PH1286  STATE/COUNTY-  NY/JEFFERSON
 PH1286  USGS QUAD   -  ANTWERP (1982)
 PH1286
 PH1286                         *CURRENT SURVEY CONTROL
 PH1286  ___________________________________________________________________
 PH1286* NAD 83(1986)-  44 12 01.     (N)    075 36 52.     (W)     SCALED    
 PH1286* NAVD 88     -       165.934  (meters)     544.40   (feet)  ADJUSTED  
 PH1286  ___________________________________________________________________
 PH1286  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 PH1286  DYNAMIC HT  -         165.912 (meters)     544.33  (feet)  COMP
 PH1286  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 PH1286
 PH1286  VERT ORDER  -  SECOND    CLASS 0
 PH1286
 PH1286.The horizontal coordinates were scaled from a topographic map and have
 PH1286.an estimated accuracy of +/- 6 seconds.
 PH1286
 PH1286.The orthometric height was determined by differential leveling
 PH1286.and adjusted by the National Geodetic Survey in June 1991..
 PH1286
 PH1286.The geoid height was determined by GEOID03.
 PH1286
 PH1286.The dynamic height is computed by dividing the NAVD 88
 PH1286.geopotential number by the normal gravity value computed on the
 PH1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1286.degrees latitude (g = 980.6199 gals.).
 PH1286
 PH1286.The modeled gravity was interpolated from observed gravity values.
 PH1286
 PH1286;                    North         East    Units  Estimated Accuracy
 PH1286;SPC NY C     -   466,970.      327,440.      MT  (+/- 180 meters Scaled)
 PH1286
 PH1286                          SUPERSEDED SURVEY CONTROL
 PH1286
 PH1286  NGVD 29 (??/??/92)  166.079  (m)          544.88   (f) ADJ UNCH    2 0
 PH1286
 PH1286.Superseded values are not recommended for survey control.
 PH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1286.See file dsdata.txt to determine how the superseded data were derived.
 PH1286
 PH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP509943(NAD 83)
 PH1286_MARKER: DB = BENCH MARK DISK
 PH1286_SETTING: 66 = SET IN ROCK OUTCROP
 PH1286_SP_SET: ROCK OUTCROP
 PH1286_STAMPING: A 222 1942
 PH1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1286+STABILITY: POSITION/ELEVATION WELL
 PH1286
 PH1286  HISTORY     - Date     Condition        Report By
 PH1286  HISTORY     - 1942     MONUMENTED       CGS
 PH1286
 PH1286                          STATION DESCRIPTION
 PH1286
 PH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1286'IN ANTWERP.
 PH1286'BENCH MARK IS AT THE SOUTHWEST EDGE OF TOWN AT THE INTERSECTION OF
 PH1286'U.S. HIGHWAY NO. 11 AND STATE HIGHWAY NO. 26, IT IS 81.0 FEET
 PH1286'NORTHEAST OF AND ABOUT 8.0 FEET ABOVE THE CENTER OF THE INTERSECTION,
 PH1286'25.0 FEET EAST OF A POWER LINE POLE, 23.0 FEET NORTHEAST OF A CONCRETE
 PH1286'CATCH BASIN, AND SET HORIZONTALLY IN TOP OF A PROJECTION OF ROCK
 PH1286'OUTCROP ON THE SOUTHWEST SLOPE OF SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1211 ***********************************************************************
 PH1211  DESIGNATION -  A 223
 PH1211  PID         -  PH1211
 PH1211  STATE/COUNTY-  NY/JEFFERSON
 PH1211  USGS QUAD   -  BLACK RIVER (1982)
 PH1211
 PH1211                         *CURRENT SURVEY CONTROL
 PH1211  ___________________________________________________________________
 PH1211* NAD 83(1986)-  44 06 17.     (N)    075 46 39.     (W)     SCALED    
 PH1211* NAVD 88     -       142.040  (meters)     466.01   (feet)  ADJUSTED  
 PH1211  ___________________________________________________________________
 PH1211  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 PH1211  DYNAMIC HT  -         142.018 (meters)     465.94  (feet)  COMP
 PH1211  MODELED GRAV-     980,464.9   (mgal)                       NAVD 88
 PH1211
 PH1211  VERT ORDER  -  FIRST     CLASS II
 PH1211
 PH1211.The horizontal coordinates were scaled from a topographic map and have
 PH1211.an estimated accuracy of +/- 6 seconds.
 PH1211
 PH1211.The orthometric height was determined by differential leveling
 PH1211.and adjusted by the National Geodetic Survey in June 1991..
 PH1211
 PH1211.The geoid height was determined by GEOID03.
 PH1211
 PH1211.The dynamic height is computed by dividing the NAVD 88
 PH1211.geopotential number by the normal gravity value computed on the
 PH1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1211.degrees latitude (g = 980.6199 gals.).
 PH1211
 PH1211.The modeled gravity was interpolated from observed gravity values.
 PH1211
 PH1211;                    North         East    Units  Estimated Accuracy
 PH1211;SPC NY C     -   456,220.      314,520.      MT  (+/- 180 meters Scaled)
 PH1211
 PH1211                          SUPERSEDED SURVEY CONTROL
 PH1211
 PH1211  NGVD 29 (??/??/92)  142.170  (m)          466.44   (f) ADJ UNCH    1 2
 PH1211
 PH1211.Superseded values are not recommended for survey control.
 PH1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1211.See file dsdata.txt to determine how the superseded data were derived.
 PH1211
 PH1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP377837(NAD 83)
 PH1211_MARKER: DB = BENCH MARK DISK
 PH1211_SETTING: 66 = SET IN ROCK OUTCROP
 PH1211_SP_SET: ROCK OUTCROP
 PH1211_STAMPING: A 223 1942
 PH1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1211+STABILITY: POSITION/ELEVATION WELL
 PH1211
 PH1211  HISTORY     - Date     Condition        Report By
 PH1211  HISTORY     - 1942     MONUMENTED       CGS
 PH1211
 PH1211                          STATION DESCRIPTION
 PH1211
 PH1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1211'2.2 MI NE FROM EVANS MILLS.
 PH1211'BENCH MARK IS ALONG THE NEW YORK CENTRAL RAILROAD SET HORIZONTALLY IN
 PH1211'A PROJECTION OF ROCK OUTCROP, IT IS ABOUT 218.0 FEET SOUTHWEST OF MILE
 PH1211'POST NO. 85, 18.2 FEET SOUTHEAST OF AND ABOUT 2.0 FEET ABOVE THE
 PH1211'CENTER LINE OF THE SOUTHEAST TRACK AND IN THE SOUTHWEST END OF THE
 PH1211'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1454 ***********************************************************************
 PH1454  DESIGNATION -  A 224
 PH1454  PID         -  PH1454
 PH1454  STATE/COUNTY-  NY/ST LAWRENCE
 PH1454  USGS QUAD   -  EDWARDSVILLE (1980)
 PH1454
 PH1454                         *CURRENT SURVEY CONTROL
 PH1454  ___________________________________________________________________
 PH1454* NAD 83(1986)-  44 30 22.     (N)    075 35 10.     (W)     SCALED    
 PH1454* NAVD 88     -        93.573  (meters)     307.00   (feet)  ADJUSTED  
 PH1454  ___________________________________________________________________
 PH1454  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 PH1454  DYNAMIC HT  -          93.566 (meters)     306.97  (feet)  COMP
 PH1454  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 PH1454
 PH1454  VERT ORDER  -  SECOND    CLASS 0
 PH1454
 PH1454.The horizontal coordinates were scaled from a topographic map and have
 PH1454.an estimated accuracy of +/- 6 seconds.
 PH1454
 PH1454.The orthometric height was determined by differential leveling
 PH1454.and adjusted by the National Geodetic Survey in June 1991..
 PH1454
 PH1454.The geoid height was determined by GEOID03.
 PH1454
 PH1454.The dynamic height is computed by dividing the NAVD 88
 PH1454.geopotential number by the normal gravity value computed on the
 PH1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1454.degrees latitude (g = 980.6199 gals.).
 PH1454
 PH1454.The modeled gravity was interpolated from observed gravity values.
 PH1454
 PH1454;                    North         East    Units  Estimated Accuracy
 PH1454;SPC NY E     -   630,570.       63,640.      MT  (+/- 180 meters Scaled)
 PH1454
 PH1454                          SUPERSEDED SURVEY CONTROL
 PH1454
 PH1454  NGVD 29 (??/??/92)   93.705  (m)          307.43   (f) ADJ UNCH    2 0
 PH1454
 PH1454.Superseded values are not recommended for survey control.
 PH1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1454.See file dsdata.txt to determine how the superseded data were derived.
 PH1454
 PH1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ534282(NAD 83)
 PH1454_MARKER: DB = BENCH MARK DISK
 PH1454_SETTING: 80 = SET IN A BOULDER
 PH1454_SP_SET: BOULDER
 PH1454_STAMPING: A 224 1942
 PH1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1454+STABILITY: SURFACE MOTION
 PH1454
 PH1454  HISTORY     - Date     Condition        Report By
 PH1454  HISTORY     - 1942     MONUMENTED       CGS
 PH1454  HISTORY     - 1942     GOOD             LDA
 PH1454
 PH1454                          STATION DESCRIPTION
 PH1454
 PH1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1454'1.2 MI S FROM EDWARDSVILLE.
 PH1454'TO REACH FROM THE ROAD INTERSECTION AT EDWARDSVILLE, PROCEED SOUTHERLY
 PH1454'ON STATE HIGHWAY NO. 58 AND GO 1.2 MILES TO A T ROAD INTERSECTION AND
 PH1454'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A
 PH1454'PROJECTION ON THE NORTH SIDE OF A LARGE GRANITE BOULDER, IT IS 48.0
 PH1454'FEET NORTH OF THE NORTH END OF A HOUSE, 41.0 FEET SOUTH OF THE CENTER
 PH1454'LINE OF THE EAST-WEST ROAD, 31.0 FEET EAST OF AND ABOUT 1.5 FEET ABOVE
 PH1454'THE CENTER LINE OF STATE HIGHWAY NO. 58, 16.0 FEET NORTHEAST OF A 15
 PH1454'INCH ELM TREE.
 PH1454
 PH1454                          STATION RECOVERY (1942)
 PH1454
 PH1454'RECOVERY NOTE BY L DICKERSON ASSOC 1942
 PH1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1090 ***********************************************************************
 PH1090  DESIGNATION -  A 225
 PH1090  PID         -  PH1090
 PH1090  STATE/COUNTY-  NY/ST LAWRENCE
 PH1090  USGS QUAD   -  RICHVILLE (1980)
 PH1090
 PH1090                         *CURRENT SURVEY CONTROL
 PH1090  ___________________________________________________________________
 PH1090* NAD 83(1986)-  44 25 45.     (N)    075 27 46.     (W)     SCALED    
 PH1090* NAVD 88     -       124.173  (meters)     407.39   (feet)  ADJUSTED  
 PH1090  ___________________________________________________________________
 PH1090  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 PH1090  DYNAMIC HT  -         124.162 (meters)     407.35  (feet)  COMP
 PH1090  MODELED GRAV-     980,527.2   (mgal)                       NAVD 88
 PH1090
 PH1090  VERT ORDER  -  SECOND    CLASS 0
 PH1090
 PH1090.The horizontal coordinates were scaled from a topographic map and have
 PH1090.an estimated accuracy of +/- 6 seconds.
 PH1090
 PH1090.The orthometric height was determined by differential leveling
 PH1090.and adjusted by the National Geodetic Survey in June 1991..
 PH1090
 PH1090.The geoid height was determined by GEOID03.
 PH1090
 PH1090.The dynamic height is computed by dividing the NAVD 88
 PH1090.geopotential number by the normal gravity value computed on the
 PH1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1090.degrees latitude (g = 980.6199 gals.).
 PH1090
 PH1090.The modeled gravity was interpolated from observed gravity values.
 PH1090
 PH1090;                    North         East    Units  Estimated Accuracy
 PH1090;SPC NY E     -   621,900.       73,350.      MT  (+/- 180 meters Scaled)
 PH1090
 PH1090                          SUPERSEDED SURVEY CONTROL
 PH1090
 PH1090  NGVD 29 (??/??/92)  124.313  (m)          407.85   (f) ADJ UNCH    2 0
 PH1090
 PH1090.Superseded values are not recommended for survey control.
 PH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1090.See file dsdata.txt to determine how the superseded data were derived.
 PH1090
 PH1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ631196(NAD 83)
 PH1090_MARKER: DB = BENCH MARK DISK
 PH1090_SETTING: 80 = SET IN A BOULDER
 PH1090_SP_SET: BOULDER
 PH1090_STAMPING: A 225 1942
 PH1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1090+STABILITY: SURFACE MOTION
 PH1090
 PH1090  HISTORY     - Date     Condition        Report By
 PH1090  HISTORY     - 1942     MONUMENTED       CGS
 PH1090
 PH1090                          STATION DESCRIPTION
 PH1090
 PH1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1090'7.2 MI N FROM GOUVERNEUR.
 PH1090'TO REACH FROM THE INTERSECTION OF MAIN AND CLINTON STREETS AT
 PH1090'GOUVERNEUR, PROCEED NORTHERLY ON ROAD TO NORTH GOUVERNEUR, GO 6.6
 PH1090'MILES TO NORTH GOUVERNEUR, CONTINUE 0.6 MILE TO THE BILLINGS SCHOOL
 PH1090'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A
 PH1090'GRAY BOULDER, IT IS 150.0 FEET NORTHEAST OF A T ROAD, 23.0 FEET
 PH1090'SOUTHEAST OF AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE ROAD,
 PH1090'21.0 FEET EAST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1343 ***********************************************************************
 OE1343  DESIGNATION -  A 226
 OE1343  PID         -  OE1343
 OE1343  STATE/COUNTY-  NY/LEWIS
 OE1343  USGS QUAD   -  SEARS POND (1980)
 OE1343
 OE1343                         *CURRENT SURVEY CONTROL
 OE1343  ___________________________________________________________________
 OE1343* NAD 83(1986)-  43 43 32.     (N)    075 43 05.     (W)     SCALED    
 OE1343* NAVD 88     -       534.788  (meters)    1754.55   (feet)  ADJUSTED  
 OE1343  ___________________________________________________________________
 OE1343  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 OE1343  DYNAMIC HT  -         534.650 (meters)    1754.10  (feet)  COMP
 OE1343  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 OE1343
 OE1343  VERT ORDER  -  SECOND    CLASS 0
 OE1343
 OE1343.The horizontal coordinates were scaled from a topographic map and have
 OE1343.an estimated accuracy of +/- 6 seconds.
 OE1343
 OE1343.The orthometric height was determined by differential leveling
 OE1343.and adjusted by the National Geodetic Survey in June 1991..
 OE1343
 OE1343.The geoid height was determined by GEOID03.
 OE1343
 OE1343.The dynamic height is computed by dividing the NAVD 88
 OE1343.geopotential number by the normal gravity value computed on the
 OE1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1343.degrees latitude (g = 980.6199 gals.).
 OE1343
 OE1343.The modeled gravity was interpolated from observed gravity values.
 OE1343
 OE1343;                    North         East    Units  Estimated Accuracy
 OE1343;SPC NY C     -   414,140.      319,720.      MT  (+/- 180 meters Scaled)
 OE1343
 OE1343                          SUPERSEDED SURVEY CONTROL
 OE1343
 OE1343  NGVD 29 (??/??/92)  534.885  (m)         1754.87   (f) ADJ UNCH    2 0
 OE1343
 OE1343.Superseded values are not recommended for survey control.
 OE1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1343.See file dsdata.txt to determine how the superseded data were derived.
 OE1343
 OE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP421416(NAD 83)
 OE1343_MARKER: DB = BENCH MARK DISK
 OE1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1343_STAMPING: A 226 1942
 OE1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1343+STABILITY: SURFACE MOTION
 OE1343
 OE1343  HISTORY     - Date     Condition        Report By
 OE1343  HISTORY     - 1942     MONUMENTED       CGS
 OE1343
 OE1343                          STATION DESCRIPTION
 OE1343
 OE1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1343'5.6 MI S FROM NEW BOSTON.
 OE1343'5.6 MILES SOUTH ALONG AN IMPROVED COUNTY ROAD FROM THE INTERSECTION OF
 OE1343'STATE HIGHWAY 177 AT NEW BOSTON, LEWIS COUNTY, 0.1 MILE SOUTHWEST OF A
 OE1343'FARMHOUSE, 370 FEET SOUTHWEST OF A SMALL STREAM, 150 FEET SOUTHWEST OF
 OE1343'A FENCE CORNER, 3 FEET WEST OF POLE 119, 24 FEET NORTHWEST OF THE
 OE1343'CENTERLINE OF THE ROAD, 2.6 FEET NORTHWEST OF A FENCE, 3 FEET
 OE1343'NORTHEAST OF A WHITE WITNESS POST, AND 1.5 FEET HIGHER THAN THE ROAD.
 OE1343'A STANDARD DISK, STAMPED A 226 1942 AND SET IN THE TOP OF A CONCRETE
 OE1343'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1233 ***********************************************************************
 OE1233  DESIGNATION -  A 227
 OE1233  PID         -  OE1233
 OE1233  STATE/COUNTY-  NY/JEFFERSON
 OE1233  USGS QUAD   -  RODMAN (1980)
 OE1233
 OE1233                         *CURRENT SURVEY CONTROL
 OE1233  ___________________________________________________________________
 OE1233* NAD 83(1986)-  43 51 33.     (N)    075 59 30.     (W)     SCALED    
 OE1233* NAVD 88     -       204.954  (meters)     672.42   (feet)  ADJUSTED  
 OE1233  ___________________________________________________________________
 OE1233  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 OE1233  DYNAMIC HT  -         204.916 (meters)     672.30  (feet)  COMP
 OE1233  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 OE1233
 OE1233  VERT ORDER  -  SECOND    CLASS 0
 OE1233
 OE1233.The horizontal coordinates were scaled from a topographic map and have
 OE1233.an estimated accuracy of +/- 6 seconds.
 OE1233
 OE1233.The orthometric height was determined by differential leveling
 OE1233.and adjusted by the National Geodetic Survey in June 1991..
 OE1233
 OE1233.The geoid height was determined by GEOID03.
 OE1233
 OE1233.The dynamic height is computed by dividing the NAVD 88
 OE1233.geopotential number by the normal gravity value computed on the
 OE1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1233.degrees latitude (g = 980.6199 gals.).
 OE1233
 OE1233.The modeled gravity was interpolated from observed gravity values.
 OE1233
 OE1233;                    North         East    Units  Estimated Accuracy
 OE1233;SPC NY C     -   428,790.      297,570.      MT  (+/- 180 meters Scaled)
 OE1233
 OE1233                          SUPERSEDED SURVEY CONTROL
 OE1233
 OE1233  NGVD 29 (??/??/92)  205.081  (m)          672.84   (f) ADJ UNCH    2 0
 OE1233
 OE1233.Superseded values are not recommended for survey control.
 OE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1233.See file dsdata.txt to determine how the superseded data were derived.
 OE1233
 OE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP203567(NAD 83)
 OE1233_MARKER: DB = BENCH MARK DISK
 OE1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1233_SP_SET: CONCRETE BASE
 OE1233_STAMPING: A 227 1942
 OE1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1233
 OE1233  HISTORY     - Date     Condition        Report By
 OE1233  HISTORY     - 1942     MONUMENTED       CGS
 OE1233  HISTORY     - 19940911 GOOD             USPSQD
 OE1233  HISTORY     - 20011212 GOOD             NGS
 OE1233
 OE1233                          STATION DESCRIPTION
 OE1233
 OE1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1233'0.7 MI E FROM ADAMS CENTER.
 OE1233'0.7 MILE EAST ALONG STATE HIGHWAY 177 FROM THE POST OFFICE AT ADAMS
 OE1233'CENTER, JEFFERSON COUNTY, AT HONEYVILLE CEMETERY, 41 FEET EAST OF THE
 OE1233'CENTER OF THE FRONT ENTRANCE, 20 FEET NORTH OF THE CENTERLINE OF THE
 OE1233'HIGHWAY, 0.5 FOOT HIGHER THAN THE HIGHWAY, AND IN THE CONCRETE BASE OF
 OE1233'AN IRON FENCE.  A STANDARD DISK, STAMPED A 227 1942.
 OE1233
 OE1233                          STATION RECOVERY (1994)
 OE1233
 OE1233'RECOVERY NOTE BY US POWER SQUADRON 1994
 OE1233'RECOVERED IN GOOD CONDITION.
 OE1233
 OE1233                          STATION RECOVERY (2001)
 OE1233
 OE1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OE1233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0693 ***********************************************************************
 PH0693  DESIGNATION -  A 228
 PH0693  PID         -  PH0693
 PH0693  STATE/COUNTY-  NY/ST LAWRENCE
 PH0693  USGS QUAD   -  MASSENA (1964)
 PH0693
 PH0693                         *CURRENT SURVEY CONTROL
 PH0693  ___________________________________________________________________
 PH0693* NAD 83(1986)-  44 57 30.     (N)    074 54 44.     (W)     SCALED    
 PH0693* NAVD 88     -        75.776  (meters)     248.61   (feet)  ADJUSTED  
 PH0693  ___________________________________________________________________
 PH0693  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 PH0693  DYNAMIC HT  -          75.774 (meters)     248.60  (feet)  COMP
 PH0693  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 PH0693
 PH0693  VERT ORDER  -  SECOND    CLASS 0
 PH0693
 PH0693.The horizontal coordinates were scaled from a topographic map and have
 PH0693.an estimated accuracy of +/- 6 seconds.
 PH0693
 PH0693.The orthometric height was determined by differential leveling
 PH0693.and adjusted by the National Geodetic Survey in June 1991..
 PH0693
 PH0693.The geoid height was determined by GEOID03.
 PH0693
 PH0693.The dynamic height is computed by dividing the NAVD 88
 PH0693.geopotential number by the normal gravity value computed on the
 PH0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0693.degrees latitude (g = 980.6199 gals.).
 PH0693
 PH0693.The modeled gravity was interpolated from observed gravity values.
 PH0693
 PH0693;                    North         East    Units  Estimated Accuracy
 PH0693;SPC NY E     -   680,330.      117,480.      MT  (+/- 180 meters Scaled)
 PH0693
 PH0693                          SUPERSEDED SURVEY CONTROL
 PH0693
 PH0693  NGVD 29 (??/??/92)   75.897  (m)          249.01   (f) ADJ UNCH    2 0
 PH0693
 PH0693.Superseded values are not recommended for survey control.
 PH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0693.See file dsdata.txt to determine how the superseded data were derived.
 PH0693
 PH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ069783(NAD 83)
 PH0693_MARKER: DB = BENCH MARK DISK
 PH0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0693_STAMPING: A 228 1942
 PH0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0693+STABILITY: SURFACE MOTION
 PH0693
 PH0693  HISTORY     - Date     Condition        Report By
 PH0693  HISTORY     - 1942     MONUMENTED       CGS
 PH0693  HISTORY     - 1963     MARK NOT FOUND   USGS
 PH0693
 PH0693                          STATION DESCRIPTION
 PH0693
 PH0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0693'3.2 MI N FROM MASSENA.
 PH0693'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION IN MASSENA,
 PH0693'PROCEED 1.3 MILES NORTHERLY ALONG STATE HIGHWAY NO. 420, TO THE GRASS
 PH0693'RIVER BRIDGE, THENCE CONTINUE NORTH ACROSS RIVER AND ALONG MAIN STREET
 PH0693'ROAD, 1.9 MILES TO THE TOP OF A SMALL HILL AND SITE OF BENCH MARK.
 PH0693'BENCH MARK IS ABOUT 0.4 MILE NORTH OF THE BRIDGE OVER THE MASSENA
 PH0693'POWER CANAL.  IT IS 105.0 FEET NORTHWEST OF AND ACROSS ROAD FROM A
 PH0693'POWER TRANSMISSION POLE NO. S-L-U 55, 30.0 FEET WEST OF AND ABOUT
 PH0693'LEVEL WITH THE CENTERLINE OF ROAD, 1.0 FOOT EAST OF RIGHT OF WAY
 PH0693'FENCE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 PH0693'POST, AND PROJECTS 0.3 FOOT.  STAMPED A 228 1942.
 PH0693
 PH0693                          STATION RECOVERY (1963)
 PH0693
 PH0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0006 ***********************************************************************
 PH0006  DESIGNATION -  A 229
 PH0006  PID         -  PH0006
 PH0006  STATE/COUNTY-  NY/FRANKLIN
 PH0006  USGS QUAD   -  MENO (1964)
 PH0006
 PH0006                         *CURRENT SURVEY CONTROL
 PH0006  ___________________________________________________________________
 PH0006* NAD 83(1986)-  44 33 30.     (N)    074 26 01.     (W)     SCALED    
 PH0006* NAVD 88     -       459.667  (meters)    1508.09   (feet)  ADJUSTED  
 PH0006  ___________________________________________________________________
 PH0006  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH0006  DYNAMIC HT  -         459.602 (meters)    1507.88  (feet)  COMP
 PH0006  MODELED GRAV-     980,460.4   (mgal)                       NAVD 88
 PH0006
 PH0006  VERT ORDER  -  FIRST     CLASS I
 PH0006
 PH0006.The horizontal coordinates were scaled from a topographic map and have
 PH0006.an estimated accuracy of +/- 6 seconds.
 PH0006
 PH0006.The orthometric height was determined by differential leveling
 PH0006.and adjusted by the National Geodetic Survey in June 1991..
 PH0006
 PH0006.The geoid height was determined by GEOID03.
 PH0006
 PH0006.The dynamic height is computed by dividing the NAVD 88
 PH0006.geopotential number by the normal gravity value computed on the
 PH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0006.degrees latitude (g = 980.6199 gals.).
 PH0006
 PH0006.The modeled gravity was interpolated from observed gravity values.
 PH0006
 PH0006;                    North         East    Units  Estimated Accuracy
 PH0006;SPC NY E     -   635,800.      155,270.      MT  (+/- 180 meters Scaled)
 PH0006
 PH0006                          SUPERSEDED SURVEY CONTROL
 PH0006
 PH0006  NGVD 29 (??/??/92)  459.726  (m)         1508.28   (f) ADJ UNCH    1 1
 PH0006
 PH0006.Superseded values are not recommended for survey control.
 PH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0006.See file dsdata.txt to determine how the superseded data were derived.
 PH0006
 PH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ449340(NAD 83)
 PH0006_MARKER: DB = BENCH MARK DISK
 PH0006_SETTING: 80 = SET IN A BOULDER
 PH0006_SP_SET: BOULDER
 PH0006_STAMPING: A 229 1942
 PH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0006+STABILITY: SURFACE MOTION
 PH0006
 PH0006  HISTORY     - Date     Condition        Report By
 PH0006  HISTORY     - 1942     MONUMENTED       CGS
 PH0006  HISTORY     - 1975     GOOD             NGS
 PH0006
 PH0006                          STATION DESCRIPTION
 PH0006
 PH0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0006'6.30 MI S FROM SANTA CLARA.
 PH0006'0.30 MILE SOUTH ALONG A BLACKTOP ROAD TO A LOCKED GATE FROM ST. PETERS
 PH0006'CATHOLIC CHURCH AT SANTA CLARA, CONTINUE THROUGH GATE FOR 6.0 MILES
 PH0006'SOUTH ALONG A DIRT ROAD TO THE MARK ON THE LEFT, IN THE TOP OF A 5 BY
 PH0006'8 FOOT ROCK BOULDER, 33 FEET EAST OF APPROXIMATE CENTER OF THE ROAD,
 PH0006'79 FEET SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO A SMALL
 PH0006'FRAME CABIN, 180 FEET NORTH OF A SMALL WOODEN CULVERT, ABOUT 2 FEET
 PH0006'ABOVE THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0553 ***********************************************************************
 OF0553  DESIGNATION -  A 23
 OF0553  PID         -  OF0553
 OF0553  STATE/COUNTY-  NY/WAYNE
 OF0553  USGS QUAD   -  WOLCOTT (1978)
 OF0553
 OF0553                         *CURRENT SURVEY CONTROL
 OF0553  ___________________________________________________________________
 OF0553* NAD 83(1986)-  43 14 20.     (N)    076 46 28.     (W)     SCALED    
 OF0553* NAVD 88     -       128.864  (meters)     422.78   (feet)  ADJUSTED  
 OF0553  ___________________________________________________________________
 OF0553  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OF0553  DYNAMIC HT  -         128.834 (meters)     422.68  (feet)  COMP
 OF0553  MODELED GRAV-     980,389.2   (mgal)                       NAVD 88
 OF0553
 OF0553  VERT ORDER  -  FIRST     CLASS II
 OF0553
 OF0553.The horizontal coordinates were scaled from a topographic map and have
 OF0553.an estimated accuracy of +/- 6 seconds.
 OF0553
 OF0553.The orthometric height was determined by differential leveling
 OF0553.and adjusted by the National Geodetic Survey in June 1991..
 OF0553
 OF0553.The geoid height was determined by GEOID03.
 OF0553
 OF0553.The dynamic height is computed by dividing the NAVD 88
 OF0553.geopotential number by the normal gravity value computed on the
 OF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0553.degrees latitude (g = 980.6199 gals.).
 OF0553
 OF0553.The modeled gravity was interpolated from observed gravity values.
 OF0553
 OF0553;                    North         East    Units  Estimated Accuracy
 OF0553;SPC NY C     -   359,730.      234,480.      MT  (+/- 180 meters Scaled)
 OF0553
 OF0553                          SUPERSEDED SURVEY CONTROL
 OF0553
 OF0553  NGVD 29 (??/??/92)  129.071  (m)          423.46   (f) ADJ UNCH    1 2
 OF0553
 OF0553.Superseded values are not recommended for survey control.
 OF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0553.See file dsdata.txt to determine how the superseded data were derived.
 OF0553
 OF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN559888(NAD 83)
 OF0553_MARKER: DB = BENCH MARK DISK
 OF0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0553_SP_SET: CULVERT
 OF0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0553
 OF0553  HISTORY     - Date     Condition        Report By
 OF0553  HISTORY     - UNK      MONUMENTED       CGS
 OF0553  HISTORY     - 1919     GOOD             NGS
 OF0553  HISTORY     - 1968     GOOD             USLS
 OF0553
 OF0553                          STATION DESCRIPTION
 OF0553
 OF0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0553'2.5 MI N FROM WOLCOTT.
 OF0553'A 23 -- A BENCH MARK ESTABLISHED BY THE U.S. COAST AND GOEDETIC
 OF0553'SURVEY IS IN WAYNE COUNTY, NEW YORK, ABOUT 2.5 MILES NORTH AND
 OF0553'EAST ALONG THE NEW YORK CENTRAL RAILROAD TRACKS FROM BRIDGE OVER
 OF0553'LAKE AVENUE IN WOLCOTT, 0.3 MILE WEST OF LAWVILLE ROAD, ABOUT 675
 OF0553'FEET EAST OF MILEPOST P-48, 10 FEET SOUTH OF SOUTH RAIL, AT EAST
 OF0553'END OF A CONCRETE CULVERT, BEING HIGHEST POINT AT CENTER OF
 OF0553'BRONZE DISC SET INTO TOP OF THE CULVERT.
 OF0553
 OF0553                          STATION RECOVERY (1968)
 OF0553
 OF0553'RECOVERY NOTE BY US LAKE SURVEY 1968
 OF0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0486 ***********************************************************************
 PH0486  DESIGNATION -  A 230
 PH0486  PID         -  PH0486
 PH0486  STATE/COUNTY-  NY/FRANKLIN
 PH0486  USGS QUAD   -  BRUSHTON (1964)
 PH0486
 PH0486                         *CURRENT SURVEY CONTROL
 PH0486  ___________________________________________________________________
 PH0486* NAD 83(1986)-  44 50 25.     (N)    074 33 30.     (W)     SCALED    
 PH0486* NAVD 88     -       110.514  (meters)     362.58   (feet)  ADJUSTED  
 PH0486  ___________________________________________________________________
 PH0486  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PH0486  DYNAMIC HT  -         110.509 (meters)     362.56  (feet)  COMP
 PH0486  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 PH0486
 PH0486  VERT ORDER  -  FIRST     CLASS II
 PH0486
 PH0486.The horizontal coordinates were scaled from a topographic map and have
 PH0486.an estimated accuracy of +/- 6 seconds.
 PH0486
 PH0486.The orthometric height was determined by differential leveling
 PH0486.and adjusted by the National Geodetic Survey in June 1991..
 PH0486
 PH0486.The geoid height was determined by GEOID03.
 PH0486
 PH0486.The dynamic height is computed by dividing the NAVD 88
 PH0486.geopotential number by the normal gravity value computed on the
 PH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0486.degrees latitude (g = 980.6199 gals.).
 PH0486
 PH0486.The modeled gravity was interpolated from observed gravity values.
 PH0486
 PH0486;                    North         East    Units  Estimated Accuracy
 PH0486;SPC NY E     -   667,130.      145,390.      MT  (+/- 180 meters Scaled)
 PH0486
 PH0486                          SUPERSEDED SURVEY CONTROL
 PH0486
 PH0486  NGVD 29 (??/??/92)  110.627  (m)          362.95   (f) ADJ UNCH    1 2
 PH0486
 PH0486.Superseded values are not recommended for survey control.
 PH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0486.See file dsdata.txt to determine how the superseded data were derived.
 PH0486
 PH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ349653(NAD 83)
 PH0486_MARKER: DB = BENCH MARK DISK
 PH0486_SETTING: 80 = SET IN A BOULDER
 PH0486_SP_SET: BOULDER
 PH0486_STAMPING: A 230 1942
 PH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0486+STABILITY: SURFACE MOTION
 PH0486
 PH0486  HISTORY     - Date     Condition        Report By
 PH0486  HISTORY     - 1942     MONUMENTED       CGS
 PH0486  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0486
 PH0486                          STATION DESCRIPTION
 PH0486
 PH0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0486'1.0 MI N FROM MOIRA.
 PH0486'TO REACH FROM THE RUTLAND RAILROAD STATION AT MOIRA-- PROCEED 1.0 MILE
 PH0486'NORTHERLY ON STATE HIGHWAY NO. 95 TO SITE OF BENCH MARK.  BENCH MARK
 PH0486'IS ABOUT 0.2 MILE SOUTH OF A BRIDGE OVER FARRINGTON BROOK, ABOUT 195.0
 PH0486'FEET NORTH OF A LARGE GRAY SHINGLE HOUSE, AND ABOUT 117.0 FEET WEST OF
 PH0486'A FENCE CORNER.  IT IS 39.5 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE
 PH0486'CENTERLINE OF HIGHWAY, 19.5 FEET WEST OF A FENCE, AND SET HORIZONTALLY
 PH0486'IN THE TOP OF A 12X16-FOOT ROCK BOULDER, 2.0 FEET ABOVE THE GROUND.
 PH0486
 PH0486                          STATION RECOVERY (1975)
 PH0486
 PH0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0669 ***********************************************************************
 OD0669  DESIGNATION -  A 231
 OD0669  PID         -  OD0669
 OD0669  STATE/COUNTY-  NY/WASHINGTON
 OD0669  USGS QUAD   -  CAMBRIDGE (1944)
 OD0669
 OD0669                         *CURRENT SURVEY CONTROL
 OD0669  ___________________________________________________________________
 OD0669* NAD 83(1986)-  43 05 32.     (N)    073 28 53.     (W)     SCALED    
 OD0669* NAVD 88     -       104.372  (meters)     342.43   (feet)  ADJUSTED  
 OD0669  ___________________________________________________________________
 OD0669  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 OD0669  DYNAMIC HT  -         104.346 (meters)     342.34  (feet)  COMP
 OD0669  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 OD0669
 OD0669  VERT ORDER  -  SECOND    CLASS 0
 OD0669
 OD0669.The horizontal coordinates were scaled from a topographic map and have
 OD0669.an estimated accuracy of +/- 6 seconds.
 OD0669
 OD0669.The orthometric height was determined by differential leveling
 OD0669.and adjusted by the National Geodetic Survey in June 1991..
 OD0669
 OD0669.The geoid height was determined by GEOID03.
 OD0669
 OD0669.The dynamic height is computed by dividing the NAVD 88
 OD0669.geopotential number by the normal gravity value computed on the
 OD0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0669.degrees latitude (g = 980.6199 gals.).
 OD0669
 OD0669.The modeled gravity was interpolated from observed gravity values.
 OD0669
 OD0669;                    North         East    Units  Estimated Accuracy
 OD0669;SPC NY E     -   473,420.      232,930.      MT  (+/- 180 meters Scaled)
 OD0669
 OD0669                          SUPERSEDED SURVEY CONTROL
 OD0669
 OD0669  NGVD 29 (??/??/92)  104.538  (m)          342.97   (f) ADJ UNCH    2 0
 OD0669
 OD0669.Superseded values are not recommended for survey control.
 OD0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0669.See file dsdata.txt to determine how the superseded data were derived.
 OD0669
 OD0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN235721(NAD 83)
 OD0669_MARKER: DB = BENCH MARK DISK
 OD0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0669_SP_SET: CULVERT
 OD0669_STAMPING: A 231 1942
 OD0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0669
 OD0669  HISTORY     - Date     Condition        Report By
 OD0669  HISTORY     - 1942     MONUMENTED       CGS
 OD0669  HISTORY     - 19970101 MARK NOT FOUND   NYDT
 OD0669
 OD0669                          STATION DESCRIPTION
 OD0669
 OD0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0669'1.0 MI E FROM GREENWICH.
 OD0669'TO REACH FROM THE POST OFFICE IN GREENWICH-- PROCEED 1.0 MILE EASTERLY
 OD0669'ON STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK. BENCH IS ABOUT 150.0
 OD0669'FEET EAST OF A WHITE TWO-STORY FRAME HOUSE, AND 25.0 FEET SOUTHEAST OF
 OD0669'A FENCE CORNER.  IT IS ABOUT 22.0 FEET SOUTHEAST OF A TELEPHONE POLE
 OD0669'NO. 380ST OF A FENCE CORNER.  IT IS ABOUT 22.0 FEET SOUTHEAST OF A
 OD0669'TELEPHONE POLE NO. 380-25, 10.6 FEET NORHT OF AND ABOUT THE SAME
 OD0669'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 OD0669'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 OD0669
 OD0669                          STATION RECOVERY (1997)
 OD0669
 OD0669'RECOVERY NOTE BY NY DEPT OF TRANSP 1997
 OD0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0907 ***********************************************************************
 OD0907  DESIGNATION -  A 232
 OD0907  PID         -  OD0907
 OD0907  STATE/COUNTY-  NY/WARREN
 OD0907  USGS QUAD   -  GLENS FALLS (1966)
 OD0907
 OD0907                         *CURRENT SURVEY CONTROL
 OD0907  ___________________________________________________________________
 OD0907* NAD 83(1986)-  43 20 49.     (N)    073 41 17.     (W)     SCALED    
 OD0907* NAVD 88     -       136.656  (meters)     448.35   (feet)  ADJUSTED  
 OD0907  ___________________________________________________________________
 OD0907  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OD0907  DYNAMIC HT  -         136.626 (meters)     448.25  (feet)  COMP
 OD0907  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 OD0907
 OD0907  VERT ORDER  -  SECOND    CLASS 0
 OD0907
 OD0907.The horizontal coordinates were scaled from a topographic map and have
 OD0907.an estimated accuracy of +/- 6 seconds.
 OD0907
 OD0907.The orthometric height was determined by differential leveling
 OD0907.and adjusted by the National Geodetic Survey in June 1991..
 OD0907
 OD0907.The geoid height was determined by GEOID03.
 OD0907
 OD0907.The dynamic height is computed by dividing the NAVD 88
 OD0907.geopotential number by the normal gravity value computed on the
 OD0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0907.degrees latitude (g = 980.6199 gals.).
 OD0907
 OD0907.The modeled gravity was interpolated from observed gravity values.
 OD0907
 OD0907;                    North         East    Units  Estimated Accuracy
 OD0907;SPC NY E     -   501,530.      215,830.      MT  (+/- 180 meters Scaled)
 OD0907
 OD0907                          SUPERSEDED SURVEY CONTROL
 OD0907
 OD0907  NGVD 29 (??/??/92)  136.818  (m)          448.88   (f) ADJ UNCH    2 0
 OD0907
 OD0907.Superseded values are not recommended for survey control.
 OD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0907.See file dsdata.txt to determine how the superseded data were derived.
 OD0907
 OD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP063001(NAD 83)
 OD0907_MARKER: DB = BENCH MARK DISK
 OD0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0907_SP_SET: CULVERT
 OD0907_STAMPING: A 232 1942
 OD0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0907
 OD0907  HISTORY     - Date     Condition        Report By
 OD0907  HISTORY     - 1942     MONUMENTED       CGS
 OD0907
 OD0907                          STATION DESCRIPTION
 OD0907
 OD0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0907'3.3 MI NW FROM GLENS FALLS.
 OD0907'TO REACH FROM THE GLENS FALLS INSURANCE COMPANY BUILDING AT GLENS
 OD0907'FALLS-- PROCEED 3.3 MILES NORTHWESTERLY ON U. S. HIGHWAY NO. 9 TO SITE
 OD0907'OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE WAKITA
 OD0907'TOURIST CABINS AND GULF SERVICE STATION, AND ABOUT 0.1 MILE NORTHWEST
 OD0907'OF A SONOCO SERVICE STATION.  IT IS 24.2 FEET NORTHEAST OF AND ABOUT
 OD0907'2.5 FEET BELOW THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 OD0907'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0125 ***********************************************************************
 OE0125  DESIGNATION -  A 233
 OE0125  PID         -  OE0125
 OE0125  STATE/COUNTY-  NY/WARREN
 OE0125  USGS QUAD   -  
 OE0125
 OE0125                         *CURRENT SURVEY CONTROL
 OE0125  ___________________________________________________________________
 OE0125* NAD 83(1986)-  43 34 58.     (N)    074 06 03.     (W)     SCALED    
 OE0125* NAVD 88     -       487.598  (meters)    1599.73   (feet)  ADJUSTED  
 OE0125  ___________________________________________________________________
 OE0125  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OE0125  DYNAMIC HT  -         487.475 (meters)    1599.32  (feet)  COMP
 OE0125  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 OE0125
 OE0125  VERT ORDER  -  SECOND    CLASS 0
 OE0125
 OE0125.The horizontal coordinates were scaled from a topographic map and have
 OE0125.an estimated accuracy of +/- 6 seconds.
 OE0125
 OE0125.The orthometric height was determined by differential leveling
 OE0125.and adjusted by the National Geodetic Survey in June 1991..
 OE0125
 OE0125.The geoid height was determined by GEOID03.
 OE0125
 OE0125.The dynamic height is computed by dividing the NAVD 88
 OE0125.geopotential number by the normal gravity value computed on the
 OE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0125.degrees latitude (g = 980.6199 gals.).
 OE0125
 OE0125.The modeled gravity was interpolated from observed gravity values.
 OE0125
 OE0125;                    North         East    Units  Estimated Accuracy
 OE0125;SPC NY E     -   527,490.      182,240.      MT  (+/- 180 meters Scaled)
 OE0125
 OE0125                          SUPERSEDED SURVEY CONTROL
 OE0125
 OE0125  NGVD 29 (??/??/92)  487.689  (m)         1600.03   (f) ADJ UNCH    2 0
 OE0125
 OE0125.Superseded values are not recommended for survey control.
 OE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0125.See file dsdata.txt to determine how the superseded data were derived.
 OE0125
 OE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP725259(NAD 83)
 OE0125_MARKER: DB = BENCH MARK DISK
 OE0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0125_SP_SET: CULVERT
 OE0125_STAMPING: A 233 1942
 OE0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0125
 OE0125  HISTORY     - Date     Condition        Report By
 OE0125  HISTORY     - 1942     MONUMENTED       CGS
 OE0125
 OE0125                          STATION DESCRIPTION
 OE0125
 OE0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0125'10.4 MI SW FROM WEVERTOWN.
 OE0125'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 8 AND STATE
 OE0125'HIGHWAY NO. 28 AT WEVERTOWN.  PROCEED 10.4 MILES SOUTHWESTERLY ON
 OE0125'STATE HIGHWAY NO. 8 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 223.0
 OE0125'FEET NORTHEAST OF THE CENTERLINE OF A TRAIL CROSSING THE HIGHWAY, AND
 OE0125'ABOUT 213.0 FEET NORTH OF TELEPHONE POLE NO. 402-E28.  IT IS 16.0 FEET
 OE0125'NORTHWEST OF AND ABOUT 0.3 FOOT BELOW THE CENTERLINE OF HIGHWAY, AND
 OE0125'SET HORIZONTALLY IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 OE0125'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0986 ***********************************************************************
 OD0986  DESIGNATION -  A 234
 OD0986  PID         -  OD0986
 OD0986  STATE/COUNTY-  NY/WARREN
 OD0986  USGS QUAD   -  THE GLEN (1968)
 OD0986
 OD0986                         *CURRENT SURVEY CONTROL
 OD0986  ___________________________________________________________________
 OD0986* NAD 83(1986)-  43 34 38.     (N)    073 51 33.     (W)     SCALED    
 OD0986* NAVD 88     -       227.765  (meters)     747.26   (feet)  ADJUSTED  
 OD0986  ___________________________________________________________________
 OD0986  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 OD0986  DYNAMIC HT  -         227.719 (meters)     747.11  (feet)  COMP
 OD0986  MODELED GRAV-     980,412.3   (mgal)                       NAVD 88
 OD0986
 OD0986  VERT ORDER  -  SECOND    CLASS 0
 OD0986
 OD0986.The horizontal coordinates were scaled from a topographic map and have
 OD0986.an estimated accuracy of +/- 6 seconds.
 OD0986
 OD0986.The orthometric height was determined by differential leveling
 OD0986.and adjusted by the National Geodetic Survey in June 1991..
 OD0986
 OD0986.The geoid height was determined by GEOID03.
 OD0986
 OD0986.The dynamic height is computed by dividing the NAVD 88
 OD0986.geopotential number by the normal gravity value computed on the
 OD0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0986.degrees latitude (g = 980.6199 gals.).
 OD0986
 OD0986.The modeled gravity was interpolated from observed gravity values.
 OD0986
 OD0986;                    North         East    Units  Estimated Accuracy
 OD0986;SPC NY E     -   526,990.      201,760.      MT  (+/- 180 meters Scaled)
 OD0986
 OD0986                          SUPERSEDED SURVEY CONTROL
 OD0986
 OD0986  NGVD 29 (??/??/92)  227.887  (m)          747.66   (f) ADJ UNCH    2 0
 OD0986
 OD0986.Superseded values are not recommended for survey control.
 OD0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0986.See file dsdata.txt to determine how the superseded data were derived.
 OD0986
 OD0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP921255(NAD 83)
 OD0986_MARKER: DB = BENCH MARK DISK
 OD0986_SETTING: 66 = SET IN ROCK OUTCROP
 OD0986_SP_SET: ROCK LEDGE
 OD0986_STAMPING: A 234 1942
 OD0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0986+STABILITY: POSITION/ELEVATION WELL
 OD0986
 OD0986  HISTORY     - Date     Condition        Report By
 OD0986  HISTORY     - 1942     MONUMENTED       CGS
 OD0986  HISTORY     - 19960601 GOOD             USPSQD
 OD0986
 OD0986                          STATION DESCRIPTION
 OD0986
 OD0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0986'0.45 MI S FROM THE GLEN.
 OD0986'TO REACH FROM THE CROSSING OF STATE HIGHWAY NO. 28  AT THE GLEN--
 OD0986'PROCEED 0.45 MILE SOUTHERLY ALONG THE DELAWARE AND HUDSON RAILROAD TO
 OD0986'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH OF MILEPOST NC
 OD0986'14-A 81, AND ABOUT 400.0 FEET SOUTH OF A DIRT ROAD CROSSING.  IT IS
 OD0986'30.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF A DIRT
 OD0986'ROAD, 22.4 FEET WEST OF AND ABOUT 5.0 FEET ABOVE THE WEST RAIL OF
 OD0986'TRACK, 12.3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND SET HORIZONTALLY
 OD0986'IN THE TOP OF A LARGE ROCK LEDGE.
 OD0986
 OD0986                          STATION RECOVERY (1996)
 OD0986
 OD0986'RECOVERY NOTE BY US POWER SQUADRON 1996
 OD0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1467 ***********************************************************************
 PH1467  DESIGNATION -  A 236
 PH1467  PID         -  PH1467
 PH1467  STATE/COUNTY-  NY/ST LAWRENCE
 PH1467  USGS QUAD   -  EDWARDSVILLE (1980)
 PH1467
 PH1467                         *CURRENT SURVEY CONTROL
 PH1467  ___________________________________________________________________
 PH1467* NAD 83(1986)-  44 30 48.     (N)    075 34 24.     (W)     SCALED    
 PH1467* NAVD 88     -       114.917  (meters)     377.02   (feet)  ADJUSTED  
 PH1467  ___________________________________________________________________
 PH1467  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 PH1467  DYNAMIC HT  -         114.908 (meters)     376.99  (feet)  COMP
 PH1467  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 PH1467
 PH1467  VERT ORDER  -  SECOND    CLASS 0
 PH1467
 PH1467.The horizontal coordinates were scaled from a topographic map and have
 PH1467.an estimated accuracy of +/- 6 seconds.
 PH1467
 PH1467.The orthometric height was determined by differential leveling
 PH1467.and adjusted by the National Geodetic Survey in June 1991..
 PH1467
 PH1467.The geoid height was determined by GEOID03.
 PH1467
 PH1467.The dynamic height is computed by dividing the NAVD 88
 PH1467.geopotential number by the normal gravity value computed on the
 PH1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1467.degrees latitude (g = 980.6199 gals.).
 PH1467
 PH1467.The modeled gravity was interpolated from observed gravity values.
 PH1467
 PH1467;                    North         East    Units  Estimated Accuracy
 PH1467;SPC NY E     -   631,360.       64,670.      MT  (+/- 180 meters Scaled)
 PH1467
 PH1467                          SUPERSEDED SURVEY CONTROL
 PH1467
 PH1467  NGVD 29 (??/??/92)  115.048  (m)          377.45   (f) ADJ UNCH    2 0
 PH1467
 PH1467.Superseded values are not recommended for survey control.
 PH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1467.See file dsdata.txt to determine how the superseded data were derived.
 PH1467
 PH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ544290(NAD 83)
 PH1467_MARKER: DB = BENCH MARK DISK
 PH1467_SETTING: 66 = SET IN ROCK OUTCROP
 PH1467_SP_SET: ROCK OUTCROP
 PH1467_STAMPING: A 236 1942
 PH1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1467+STABILITY: POSITION/ELEVATION WELL
 PH1467
 PH1467  HISTORY     - Date     Condition        Report By
 PH1467  HISTORY     - 1942     MONUMENTED       CGS
 PH1467
 PH1467                          STATION DESCRIPTION
 PH1467
 PH1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1467'8.4 MI SW FROM DEPEYSTER.
 PH1467'TO REACH FROM THE POST OFFICE AT DEPEYSTER, PROCEED NORTHWESTERLY ON
 PH1467'PAVED ROAD, GO 1.5 MILES TO THE INTERSECTION OF STATE HIGHWAY NO. 184,
 PH1467'CROSS THE HIGHWAY AND CONTINUE SOUTHWESTERLY 0.8 MILE TO FORK IN THE
 PH1467'ROAD, TURN SOUTHWESTERLY ON RIGHT FORK AND GO 6.1 MILES TO A GROUP OF
 PH1467'FARM BUILDINGS ON TOP OF A SMALL HILL AND SITE OF BENCH MARK. BENCH
 PH1467'MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF A GRANITE OUTCROP
 PH1467'ON THE WEST SLOPE OF THE HILL, IT IS 0.8 MILE NORTHEAST OF THE
 PH1467'INTERSECTION OF STATE HIGHWAY NO. 58, ABOUT 100.0 FEET SOUTHWEST OF
 PH1467'THE CREST OF THE HILL, 22.0 FEET NORTHWEST AND OF ABOUT 2.0 FEET ABOVE
 PH1467'THE CENTER LINE OF THE ROAD, 7.0 FEET NORTHWEST OF THE RIGHT-OF-WAY
 PH1467'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1097 ***********************************************************************
 PH1097  DESIGNATION -  A 237
 PH1097  PID         -  PH1097
 PH1097  STATE/COUNTY-  NY/ST LAWRENCE
 PH1097  USGS QUAD   -  GOUVERNEUR (1982)
 PH1097
 PH1097                         *CURRENT SURVEY CONTROL
 PH1097  ___________________________________________________________________
 PH1097* NAD 83(1986)-  44 18 39.     (N)    075 26 50.     (W)     SCALED    
 PH1097* NAVD 88     -       147.728  (meters)     484.67   (feet)  ADJUSTED  
 PH1097  ___________________________________________________________________
 PH1097  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 PH1097  DYNAMIC HT  -         147.711 (meters)     484.62  (feet)  COMP
 PH1097  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 PH1097
 PH1097  VERT ORDER  -  SECOND    CLASS 0
 PH1097
 PH1097.The horizontal coordinates were scaled from a topographic map and have
 PH1097.an estimated accuracy of +/- 6 seconds.
 PH1097
 PH1097.The orthometric height was determined by differential leveling
 PH1097.and adjusted by the National Geodetic Survey in June 1991..
 PH1097
 PH1097.The geoid height was determined by GEOID03.
 PH1097
 PH1097.The dynamic height is computed by dividing the NAVD 88
 PH1097.geopotential number by the normal gravity value computed on the
 PH1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1097.degrees latitude (g = 980.6199 gals.).
 PH1097
 PH1097.The modeled gravity was interpolated from observed gravity values.
 PH1097
 PH1097;                    North         East    Units  Estimated Accuracy
 PH1097;SPC NY E     -   608,740.       74,430.      MT  (+/- 180 meters Scaled)
 PH1097
 PH1097                          SUPERSEDED SURVEY CONTROL
 PH1097
 PH1097  NGVD 29 (??/??/92)  147.874  (m)          485.15   (f) ADJ UNCH    2 0
 PH1097
 PH1097.Superseded values are not recommended for survey control.
 PH1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1097.See file dsdata.txt to determine how the superseded data were derived.
 PH1097
 PH1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ643064(NAD 83)
 PH1097_MARKER: DB = BENCH MARK DISK
 PH1097_SETTING: 66 = SET IN ROCK OUTCROP
 PH1097_SP_SET: ROCK OUTCROP
 PH1097_STAMPING: A 237 1942
 PH1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1097+STABILITY: POSITION/ELEVATION WELL
 PH1097
 PH1097  HISTORY     - Date     Condition        Report By
 PH1097  HISTORY     - 1942     MONUMENTED       CGS
 PH1097
 PH1097                          STATION DESCRIPTION
 PH1097
 PH1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1097'2.2 MI SE FROM GOUVERNEUR.
 PH1097'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 58 FROM THE INTERSECTION OF
 PH1097'MAIN AND CLINTON STREETS AT GOUVERNEUR, ST. LAWRENCE COUNTY, AT THE
 PH1097'NORTHWEST EDGE OF HAILESBORO, 150 FEET SOUTHEAST OF A RAILROAD
 PH1097'CROSSING, ON THE NORTH SLOPE OF A SMALL HILL, ABOUT 100 FEET NORTHWEST
 PH1097'OF THE CREST OF THE HILL, 33 FEET NORTHEAST OF THE CENTERLINE OF THE
 PH1097'HIGHWAY, 7 FEET NORTHEAST OF THE SIDEWALK, ABOUT LEVEL WITH THE
 PH1097'HIGHWAY, AND IN THE TOP OF A PROJECTION OF GRANITE OUTCROP. A STANDARD
 PH1097'DISK, STAMPED A 237 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0284 ***********************************************************************
 PH0284  DESIGNATION -  A 238
 PH0284  PID         -  PH0284
 PH0284  STATE/COUNTY-  NY/FRANKLIN
 PH0284  USGS QUAD   -  
 PH0284
 PH0284                         *CURRENT SURVEY CONTROL
 PH0284  ___________________________________________________________________
 PH0284* NAD 83(1986)-  44 11 41.     (N)    074 11 55.     (W)     SCALED    
 PH0284* NAVD 88     -       596.715  (meters)    1957.72   (feet)  ADJUSTED  
 PH0284  ___________________________________________________________________
 PH0284  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 PH0284  DYNAMIC HT  -         596.585 (meters)    1957.30  (feet)  COMP
 PH0284  MODELED GRAV-     980,380.5   (mgal)                       NAVD 88
 PH0284
 PH0284  VERT ORDER  -  SECOND    CLASS 0
 PH0284
 PH0284.The horizontal coordinates were scaled from a topographic map and have
 PH0284.an estimated accuracy of +/- 6 seconds.
 PH0284
 PH0284.The orthometric height was determined by differential leveling
 PH0284.and adjusted by the National Geodetic Survey in June 1991..
 PH0284
 PH0284.The geoid height was determined by GEOID03.
 PH0284
 PH0284.The dynamic height is computed by dividing the NAVD 88
 PH0284.geopotential number by the normal gravity value computed on the
 PH0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0284.degrees latitude (g = 980.6199 gals.).
 PH0284
 PH0284.The modeled gravity was interpolated from observed gravity values.
 PH0284
 PH0284;                    North         East    Units  Estimated Accuracy
 PH0284;SPC NY E     -   595,440.      174,090.      MT  (+/- 180 meters Scaled)
 PH0284
 PH0284                          SUPERSEDED SURVEY CONTROL
 PH0284
 PH0284  NGVD 29 (??/??/92)  596.765  (m)         1957.89   (f) ADJ UNCH    2 0
 PH0284
 PH0284.Superseded values are not recommended for survey control.
 PH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0284.See file dsdata.txt to determine how the superseded data were derived.
 PH0284
 PH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP640938(NAD 83)
 PH0284_MARKER: DB = BENCH MARK DISK
 PH0284_SETTING: 80 = SET IN A BOULDER
 PH0284_SP_SET: BOULDER
 PH0284_STAMPING: A 238 1942
 PH0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0284+STABILITY: SURFACE MOTION
 PH0284
 PH0284  HISTORY     - Date     Condition        Report By
 PH0284  HISTORY     - 1942     MONUMENTED       CGS
 PH0284  HISTORY     - 1976     MARK NOT FOUND   USGS
 PH0284
 PH0284                          STATION DESCRIPTION
 PH0284
 PH0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0284'8.9 MI SE FROM COREYS POST OFFICE.
 PH0284'TO REACH FROM THE COREYS POST OFFICE, PROCEED SOUTH-SOUTHEASTERLY ON
 PH0284'GRADED ROAD TO DUCK HOLE POND, GO 5.8 MILES TO THE CARETAKERS
 PH0284'RESIDENCE AT THE ENTRANCE TO THE AMPERSAND PRIVATE PARK, PASS THE
 PH0284'HOUSE AND CONTINUE EASTERLY 3.1 MILES TO SITE OF BENCH MARK.  BENCH
 PH0284'MARK IS SET HORIZONTALLY IN TOP OF THE NORTHEAST END OF A LARGE
 PH0284'BOULDER, IT IS 0.8 MILE SOUTHEAST OF THE INTERSECTION OF THE ROAD TO
 PH0284'AMPERSAND LAKE, 0.4 MILE NORTHWEST OF THE ENTRANCE TO THE STATE PARK,
 PH0284'11.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 PH0284'ROAD.
 PH0284
 PH0284                          STATION RECOVERY (1976)
 PH0284
 PH0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PH0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0023 ***********************************************************************
 OE0023  DESIGNATION -  A 239
 OE0023  PID         -  OE0023
 OE0023  STATE/COUNTY-  NY/HAMILTON
 OE0023  USGS QUAD   -  
 OE0023
 OE0023                         *CURRENT SURVEY CONTROL
 OE0023  ___________________________________________________________________
 OE0023* NAD 83(1986)-  43 58 15.     (N)    074 24 19.     (W)     SCALED    
 OE0023* NAVD 88     -       533.996  (meters)    1751.95   (feet)  ADJUSTED  
 OE0023  ___________________________________________________________________
 OE0023  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 OE0023  DYNAMIC HT  -         533.889 (meters)    1751.60  (feet)  COMP
 OE0023  MODELED GRAV-     980,400.0   (mgal)                       NAVD 88
 OE0023
 OE0023  VERT ORDER  -  SECOND    CLASS 0
 OE0023
 OE0023.The horizontal coordinates were scaled from a topographic map and have
 OE0023.an estimated accuracy of +/- 6 seconds.
 OE0023
 OE0023.The orthometric height was determined by differential leveling
 OE0023.and adjusted by the National Geodetic Survey in June 1991..
 OE0023
 OE0023.The geoid height was determined by GEOID03.
 OE0023
 OE0023.The dynamic height is computed by dividing the NAVD 88
 OE0023.geopotential number by the normal gravity value computed on the
 OE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0023.degrees latitude (g = 980.6199 gals.).
 OE0023
 OE0023.The modeled gravity was interpolated from observed gravity values.
 OE0023
 OE0023;                    North         East    Units  Estimated Accuracy
 OE0023;SPC NY E     -   570,530.      157,600.      MT  (+/- 180 meters Scaled)
 OE0023
 OE0023                          SUPERSEDED SURVEY CONTROL
 OE0023
 OE0023  NGVD 29 (??/??/92)  534.058  (m)         1752.16   (f) ADJ UNCH    2 0
 OE0023
 OE0023.Superseded values are not recommended for survey control.
 OE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0023.See file dsdata.txt to determine how the superseded data were derived.
 OE0023
 OE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP477688(NAD 83)
 OE0023_MARKER: DB = BENCH MARK DISK
 OE0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0023_STAMPING: A 239 1942
 OE0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0023+STABILITY: SURFACE MOTION
 OE0023
 OE0023  HISTORY     - Date     Condition        Report By
 OE0023  HISTORY     - 1942     MONUMENTED       CGS
 OE0023  HISTORY     - 20000921 MARK NOT FOUND   NYDT
 OE0023
 OE0023                          STATION DESCRIPTION
 OE0023
 OE0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0023'0.8 MI E FROM LONG LAKE.
 OE0023'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 10 AND STATE
 OE0023'HIGHWAY NUMBER 28N AT LONG LAKE, PROCEED EASTERLY ON STATE HIGHWAY
 OE0023'NUMBER 28N AND GO 0.8 MILE TO A HOUSE WITH SHINGLE SIDING AND SITE OF
 OE0023'BENCH MARK. BENCH MARK IS 72.0 FEET WEST OF THE HOUSE, 21.0 FEET NORTH
 OE0023'OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 3.5 FEET
 OE0023'NORTHEAST OF A FIRE PLUG, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 OE0023'POST.  MONUMENT PROJECTS 0.5 FOOT.
 OE0023
 OE0023                          STATION RECOVERY (2000)
 OE0023
 OE0023'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 OE0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0840 ***********************************************************************
 OF0840  DESIGNATION -  A 24
 OF0840  PID         -  OF0840
 OF0840  STATE/COUNTY-  NY/WAYNE
 OF0840  USGS QUAD   -  SODUS (1978)
 OF0840
 OF0840                         *CURRENT SURVEY CONTROL
 OF0840  ___________________________________________________________________
 OF0840* NAD 83(1986)-  43 13 55.     (N)    077 02 41.     (W)     SCALED    
 OF0840* NAVD 88     -       131.685  (meters)     432.04   (feet)  ADJUSTED  
 OF0840  ___________________________________________________________________
 OF0840  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OF0840  DYNAMIC HT  -         131.656 (meters)     431.94  (feet)  COMP
 OF0840  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 OF0840
 OF0840  VERT ORDER  -  FIRST     CLASS II
 OF0840
 OF0840.The horizontal coordinates were scaled from a topographic map and have
 OF0840.an estimated accuracy of +/- 6 seconds.
 OF0840
 OF0840.The orthometric height was determined by differential leveling
 OF0840.and adjusted by the National Geodetic Survey in June 1991..
 OF0840
 OF0840.The geoid height was determined by GEOID03.
 OF0840
 OF0840.The dynamic height is computed by dividing the NAVD 88
 OF0840.geopotential number by the normal gravity value computed on the
 OF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0840.degrees latitude (g = 980.6199 gals.).
 OF0840
 OF0840.The modeled gravity was interpolated from observed gravity values.
 OF0840
 OF0840;                    North         East    Units  Estimated Accuracy
 OF0840;SPC NY C     -   359,040.      212,520.      MT  (+/- 180 meters Scaled)
 OF0840
 OF0840                          SUPERSEDED SURVEY CONTROL
 OF0840
 OF0840  NGVD 29 (??/??/92)  131.888  (m)          432.70   (f) ADJ UNCH    1 2
 OF0840
 OF0840.Superseded values are not recommended for survey control.
 OF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0840.See file dsdata.txt to determine how the superseded data were derived.
 OF0840
 OF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN339886(NAD 83)
 OF0840_MARKER: Z = SEE DESCRIPTION
 OF0840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0840_SP_SET: RAIL
 OF0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0840
 OF0840  HISTORY     - Date     Condition        Report By
 OF0840  HISTORY     - UNK      MONUMENTED       CGS
 OF0840  HISTORY     - 1919     GOOD             NGS
 OF0840  HISTORY     - 1942     MARK NOT FOUND   NGS
 OF0840
 OF0840                          STATION DESCRIPTION
 OF0840
 OF0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0840'1.3 MI SE FROM SODUS.
 OF0840'A 24-- 1.3 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 OF0840'FROM SODUS, WAYNE COUNTY, 10 POLES NORTHWEST OF THE CROSSING OF
 OF0840'U.S. HIGHWAY 104, IN FRONT OF MILEPOST P 64, 11 INCHES SOUTH OF
 OF0840'THE SOUTH EDGE, AND ABOUT 6-1/2 FEET NORTHEAST OF THE NORTHEAST
 OF0840'RAIL. THE TOP OF A VERTICAL RAIL PROJECTING 5 INCHES ABOVE GROUND.
 OF0840
 OF0840                          STATION RECOVERY (1942)
 OF0840
 OF0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OF0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0061 ***********************************************************************
 OE0061  DESIGNATION -  A 240
 OE0061  PID         -  OE0061
 OE0061  STATE/COUNTY-  NY/ESSEX
 OE0061  USGS QUAD   -  
 OE0061
 OE0061                         *CURRENT SURVEY CONTROL
 OE0061  ___________________________________________________________________
 OE0061* NAD 83(1986)-  43 59 19.     (N)    074 02 57.     (W)     SCALED    
 OE0061* NAVD 88     -       539.088  (meters)    1768.66   (feet)  ADJUSTED  
 OE0061  ___________________________________________________________________
 OE0061  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OE0061  DYNAMIC HT  -         538.977 (meters)    1768.29  (feet)  COMP
 OE0061  MODELED GRAV-     980,393.9   (mgal)                       NAVD 88
 OE0061
 OE0061  VERT ORDER  -  SECOND    CLASS 0
 OE0061
 OE0061.The horizontal coordinates were scaled from a topographic map and have
 OE0061.an estimated accuracy of +/- 6 seconds.
 OE0061
 OE0061.The orthometric height was determined by differential leveling
 OE0061.and adjusted by the National Geodetic Survey in June 1991..
 OE0061
 OE0061.The geoid height was determined by GEOID03.
 OE0061
 OE0061.The dynamic height is computed by dividing the NAVD 88
 OE0061.geopotential number by the normal gravity value computed on the
 OE0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0061.degrees latitude (g = 980.6199 gals.).
 OE0061
 OE0061.The modeled gravity was interpolated from observed gravity values.
 OE0061
 OE0061;                    North         East    Units  Estimated Accuracy
 OE0061;SPC NY E     -   572,600.      186,160.      MT  (+/- 180 meters Scaled)
 OE0061
 OE0061                          SUPERSEDED SURVEY CONTROL
 OE0061
 OE0061  NGVD 29 (??/??/92)  539.164  (m)         1768.91   (f) ADJ UNCH    2 0
 OE0061
 OE0061.Superseded values are not recommended for survey control.
 OE0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0061.See file dsdata.txt to determine how the superseded data were derived.
 OE0061
 OE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP762710(NAD 83)
 OE0061_MARKER: DB = BENCH MARK DISK
 OE0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0061_STAMPING: A 240 1942
 OE0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0061
 OE0061  HISTORY     - Date     Condition        Report By
 OE0061  HISTORY     - 1942     MONUMENTED       CGS
 OE0061
 OE0061                          STATION DESCRIPTION
 OE0061
 OE0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0061'1.8 MI N FROM TAHAWAS.
 OE0061'TO REACH FROM THE TAHAWAS POST OFFICE, PROCEED NORTHERLY ON PAVED ROAD
 OE0061'AND GO 1.8 MILES TO A LARGE PIPE CULVERT AT THE NORTH END OF A LARGE
 OE0061'BORROW PIT AND SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN
 OE0061'TOP OF THE EAST SIDE OF A LARGE FLAT BLACK BOULDER, IT IS 36.0 FEET
 OE0061'WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 9.0 FEET
 OE0061'SOUTHWEST OF THE SOUTH END OF THE CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0764 ***********************************************************************
 PH0764  DESIGNATION -  A 246
 PH0764  PID         -  PH0764
 PH0764  STATE/COUNTY-  NY/FRANKLIN
 PH0764  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0764
 PH0764                         *CURRENT SURVEY CONTROL
 PH0764  ___________________________________________________________________
 PH0764* NAD 83(1986)-  44 40 31.     (N)    074 32 42.     (W)     SCALED    
 PH0764* NAVD 88     -       393.365  (meters)    1290.57   (feet)  ADJUSTED  
 PH0764  ___________________________________________________________________
 PH0764  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 PH0764  DYNAMIC HT  -         393.321 (meters)    1290.42  (feet)  COMP
 PH0764  MODELED GRAV-     980,493.9   (mgal)                       NAVD 88
 PH0764
 PH0764  VERT ORDER  -  SECOND    CLASS 0
 PH0764
 PH0764.The horizontal coordinates were scaled from a topographic map and have
 PH0764.an estimated accuracy of +/- 6 seconds.
 PH0764
 PH0764.The orthometric height was determined by differential leveling
 PH0764.and adjusted by the National Geodetic Survey in June 1991..
 PH0764
 PH0764.The geoid height was determined by GEOID03.
 PH0764
 PH0764.The dynamic height is computed by dividing the NAVD 88
 PH0764.geopotential number by the normal gravity value computed on the
 PH0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0764.degrees latitude (g = 980.6199 gals.).
 PH0764
 PH0764.The modeled gravity was interpolated from observed gravity values.
 PH0764
 PH0764;                    North         East    Units  Estimated Accuracy
 PH0764;SPC NY E     -   648,790.      146,430.      MT  (+/- 180 meters Scaled)
 PH0764
 PH0764                          SUPERSEDED SURVEY CONTROL
 PH0764
 PH0764  NGVD 29 (??/??/92)  393.453  (m)         1290.85   (f) ADJ UNCH    2 0
 PH0764
 PH0764.Superseded values are not recommended for survey control.
 PH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0764.See file dsdata.txt to determine how the superseded data were derived.
 PH0764
 PH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ360469(NAD 83)
 PH0764_MARKER: DB = BENCH MARK DISK
 PH0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0764_SP_SET: BUILDING
 PH0764_STAMPING: A 246 1942
 PH0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0764
 PH0764  HISTORY     - Date     Condition        Report By
 PH0764  HISTORY     - 1942     MONUMENTED       CGS
 PH0764  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0764  HISTORY     - 19981123 MARK NOT FOUND   USPSQD
 PH0764
 PH0764                          STATION DESCRIPTION
 PH0764
 PH0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0764'IN ST. REGIS FALLS.
 PH0764'BENCH MARK IS SET VERTICALLY IN THE EAST FACE OF THE CENTRAL SCHOOL
 PH0764'BUILDING, 19.8 FEET SOUTH OF THE MAIN ENTRANCE, AND 2.0 FEET NORTH OF
 PH0764'THE SOUTHEAST CORNER OF THE MOST EASTERLY PART OF BUILDING. IT IS 3.0
 PH0764'FEET ABOVE THE GROUND.  NOTE-- BENCH MARK IS AT THE INTERSECTION OF
 PH0764'COUNTY ROAD LEADING EASTERLY TO DUANE CENTER.
 PH0764
 PH0764                          STATION RECOVERY (1975)
 PH0764
 PH0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0764'MARK NOT FOUND.
 PH0764
 PH0764                          STATION RECOVERY (1998)
 PH0764
 PH0764'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0765 ***********************************************************************
 PH0765  DESIGNATION -  A 246 RESET 1957
 PH0765  PID         -  PH0765
 PH0765  STATE/COUNTY-  NY/FRANKLIN
 PH0765  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0765
 PH0765                         *CURRENT SURVEY CONTROL
 PH0765  ___________________________________________________________________
 PH0765* NAD 83(1986)-  44 40 31.     (N)    074 32 42.     (W)     SCALED    
 PH0765* NAVD 88     -       393.271  (meters)    1290.26   (feet)  ADJUSTED  
 PH0765  ___________________________________________________________________
 PH0765  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 PH0765  DYNAMIC HT  -         393.227 (meters)    1290.11  (feet)  COMP
 PH0765  MODELED GRAV-     980,493.9   (mgal)                       NAVD 88
 PH0765
 PH0765  VERT ORDER  -  FIRST     CLASS I
 PH0765
 PH0765.The horizontal coordinates were scaled from a topographic map and have
 PH0765.an estimated accuracy of +/- 6 seconds.
 PH0765
 PH0765.The orthometric height was determined by differential leveling
 PH0765.and adjusted by the National Geodetic Survey in June 1991..
 PH0765
 PH0765.The geoid height was determined by GEOID03.
 PH0765
 PH0765.The dynamic height is computed by dividing the NAVD 88
 PH0765.geopotential number by the normal gravity value computed on the
 PH0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0765.degrees latitude (g = 980.6199 gals.).
 PH0765
 PH0765.The modeled gravity was interpolated from observed gravity values.
 PH0765
 PH0765;                    North         East    Units  Estimated Accuracy
 PH0765;SPC NY E     -   648,790.      146,430.      MT  (+/- 180 meters Scaled)
 PH0765
 PH0765                          SUPERSEDED SURVEY CONTROL
 PH0765
 PH0765.No superseded survey control is available for this station.
 PH0765
 PH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ360469(NAD 83)
 PH0765_MARKER: DB = BENCH MARK DISK
 PH0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0765_SP_SET: WALL
 PH0765_STAMPING: A 246 RESET 1957
 PH0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0765
 PH0765  HISTORY     - Date     Condition        Report By
 PH0765  HISTORY     - 1957     MONUMENTED       LOCENG
 PH0765  HISTORY     - 1975     GOOD             NGS
 PH0765  HISTORY     - 19950909 GOOD             USPSQD
 PH0765
 PH0765                          STATION DESCRIPTION
 PH0765
 PH0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0765'IN ST. REGIS FALLS.
 PH0765'AT ST. REGIS FALLS, SET VERTICALLY IN THE SOUTH WALL OF ST. REGIS
 PH0765'FALLS CENTRAL SCHOOL, 116 FEET WEST OF THE CENTER LINE OF NORTH MAIN
 PH0765'STREET, 122 FEET NORTH OF THE CENTER LINE OF NORTON STREET, 121 FEET
 PH0765'NORTHWEST OF THE FIRE HYDRANT AT THE INTERSECTION OF NORTH MAIN STREET
 PH0765'AND NORTON STREET, 1.5 FEET WEST OF THE SOUTHEAST CORNER OF THE
 PH0765'BUILDING AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 PH0765
 PH0765                          STATION RECOVERY (1995)
 PH0765
 PH0765'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0166 ***********************************************************************
 PH0166  DESIGNATION -  A 247
 PH0166  PID         -  PH0166
 PH0166  STATE/COUNTY-  NY/FRANKLIN
 PH0166  USGS QUAD   -  LOON LAKE (1980)
 PH0166
 PH0166                         *CURRENT SURVEY CONTROL
 PH0166  ___________________________________________________________________
 PH0166* NAD 83(1986)-  44 34 26.     (N)    074 06 24.     (W)     SCALED    
 PH0166* NAVD 88     -       516.905  (meters)    1695.88   (feet)  ADJUSTED  
 PH0166  ___________________________________________________________________
 PH0166  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 PH0166  DYNAMIC HT  -         516.827 (meters)    1695.62  (feet)  COMP
 PH0166  MODELED GRAV-     980,450.2   (mgal)                       NAVD 88
 PH0166
 PH0166  VERT ORDER  -  SECOND    CLASS 0
 PH0166
 PH0166.The horizontal coordinates were scaled from a topographic map and have
 PH0166.an estimated accuracy of +/- 6 seconds.
 PH0166
 PH0166.The orthometric height was determined by differential leveling
 PH0166.and adjusted by the National Geodetic Survey in June 1991..
 PH0166
 PH0166.The geoid height was determined by GEOID03.
 PH0166
 PH0166.The dynamic height is computed by dividing the NAVD 88
 PH0166.geopotential number by the normal gravity value computed on the
 PH0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0166.degrees latitude (g = 980.6199 gals.).
 PH0166
 PH0166.The modeled gravity was interpolated from observed gravity values.
 PH0166
 PH0166;                    North         East    Units  Estimated Accuracy
 PH0166;SPC NY E     -   637,600.      181,240.      MT  (+/- 180 meters Scaled)
 PH0166
 PH0166                          SUPERSEDED SURVEY CONTROL
 PH0166
 PH0166  NGVD 29 (??/??/92)  516.941  (m)         1696.00   (f) ADJ UNCH    2 0
 PH0166
 PH0166.Superseded values are not recommended for survey control.
 PH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0166.See file dsdata.txt to determine how the superseded data were derived.
 PH0166
 PH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ709360(NAD 83)
 PH0166_MARKER: DB = BENCH MARK DISK
 PH0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0166_SP_SET: CULVERT
 PH0166_STAMPING: A 247 1942
 PH0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0166
 PH0166  HISTORY     - Date     Condition        Report By
 PH0166  HISTORY     - 1942     MONUMENTED       CGS
 PH0166
 PH0166                          STATION DESCRIPTION
 PH0166
 PH0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0166'0.6 MI NW FROM INMAN.
 PH0166'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT INMAN, PROCEED
 PH0166'0.6 MILE NORTHWEST ALONG STATE HIGHWAY NO. 99, TO A CONCRETE CULVERT
 PH0166'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER
 PH0166'AND TOP OF A 1.5 FOOT CONCRETE PIPE CULVERT UNDER HIGHWAY.  IT IS 24.0
 PH0166'FEET NORTH OF AND ABOUT 1.6 FOOT ABOVE THE CENTERLINE OF HIGHWAY. IT
 PH0166'IS 17.0 YARDS WEST OF A TELEPHONE POLE NO. NTC-899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1586 ***********************************************************************
 OE1586  DESIGNATION -  A 248 RESET 1980
 OE1586  PID         -  OE1586
 OE1586  STATE/COUNTY-  NY/HAMILTON
 OE1586  USGS QUAD   -  
 OE1586
 OE1586                         *CURRENT SURVEY CONTROL
 OE1586  ___________________________________________________________________
 OE1586* NAD 83(1986)-  43 53 24.     (N)    074 25 04.     (W)     SCALED    
 OE1586* NAVD 88     -       628.03   (meters)    2060.5    (feet)  RESET     
 OE1586  ___________________________________________________________________
 OE1586  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OE1586
 OE1586  VERT ORDER  -  THIRD
 OE1586
 OE1586.The horizontal coordinates were scaled from a topographic map and have
 OE1586.an estimated accuracy of +/- 6 seconds.
 OE1586
 OE1586.The orthometric height was computed from unverified reset data.
 OE1586.No vertical observational check was made to the station.
 OE1586
 OE1586.The geoid height was determined by GEOID03.
 OE1586
 OE1586;                    North         East    Units  Estimated Accuracy
 OE1586;SPC NY E     -   561,550.      156,610.      MT  (+/- 180 meters Scaled)
 OE1586
 OE1586                          SUPERSEDED SURVEY CONTROL
 OE1586
 OE1586  NGVD 29 (09/01/04)  628.09   (m)         2060.7    (f) RESET       3  
 OE1586
 OE1586.Superseded values are not recommended for survey control.
 OE1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1586.See file dsdata.txt to determine how the superseded data were derived.
 OE1586
 OE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP467598(NAD 83)
 OE1586_MARKER: DB = BENCH MARK DISK
 OE1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1586_STAMPING: A 248 RESET 1980
 OE1586_PROJECTION: FLUSH
 OE1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1586+STABILITY: SURFACE MOTION
 OE1586
 OE1586  HISTORY     - Date     Condition        Report By
 OE1586  HISTORY     - 1980     MONUMENTED       LOCENG
 OE1586
 OE1586                          STATION DESCRIPTION
 OE1586
 OE1586'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 OE1586'2.95 MI NORTH FROM BLUE MOUNTAIN LAKE.
 OE1586'2.95 MILES NORTH ALONG STATE ROUTES 28 AND 30 FROM THE INTERSECTION
 OE1586'OF STATE ROUTES 28 AND 30, 40.0 FEET WEST OF THE CENTERLINE OF STATE
 OE1586'ROUTES 28 AND 30, 109.0 FEET NORTH OF POWER POLE NO NYSE AND G
 OE1586'NO 56, 16.5 FEET SOUTH OF SIGN READING BIKE TRAIL, AND 290.0 FEET NORT
 OE1586'OF DIRT DRIVE TO MOUNTAIN TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1050 ***********************************************************************
 OD1050  DESIGNATION -  A 249
 OD1050  PID         -  OD1050
 OD1050  STATE/COUNTY-  NY/ESSEX
 OD1050  USGS QUAD   -  PARADOX LAKE (1973)
 OD1050
 OD1050                         *CURRENT SURVEY CONTROL
 OD1050  ___________________________________________________________________
 OD1050* NAD 83(1986)-  43 58 41.     (N)    073 43 05.     (W)     SCALED    
 OD1050* NAVD 88     -       265.499  (meters)     871.06   (feet)  ADJUSTED  
 OD1050  ___________________________________________________________________
 OD1050  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OD1050  DYNAMIC HT  -         265.447 (meters)     870.89  (feet)  COMP
 OD1050  MODELED GRAV-     980,416.3   (mgal)                       NAVD 88
 OD1050
 OD1050  VERT ORDER  -  SECOND    CLASS 0
 OD1050
 OD1050.The horizontal coordinates were scaled from a topographic map and have
 OD1050.an estimated accuracy of +/- 6 seconds.
 OD1050
 OD1050.The orthometric height was determined by differential leveling
 OD1050.and adjusted by the National Geodetic Survey in June 1991..
 OD1050
 OD1050.The geoid height was determined by GEOID03.
 OD1050
 OD1050.The dynamic height is computed by dividing the NAVD 88
 OD1050.geopotential number by the normal gravity value computed on the
 OD1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD1050.degrees latitude (g = 980.6199 gals.).
 OD1050
 OD1050.The modeled gravity was interpolated from observed gravity values.
 OD1050
 OD1050;                    North         East    Units  Estimated Accuracy
 OD1050;SPC NY E     -   571,620.      212,730.      MT  (+/- 180 meters Scaled)
 OD1050
 OD1050                          SUPERSEDED SURVEY CONTROL
 OD1050
 OD1050  NGVD 29 (??/??/92)  265.601  (m)          871.39   (f) ADJ UNCH    2 0
 OD1050
 OD1050.Superseded values are not recommended for survey control.
 OD1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1050.See file dsdata.txt to determine how the superseded data were derived.
 OD1050
 OD1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP028702(NAD 83)
 OD1050_MARKER: DB = BENCH MARK DISK
 OD1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1050_STAMPING: A 249 1942
 OD1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1050+STABILITY: SURFACE MOTION
 OD1050
 OD1050  HISTORY     - Date     Condition        Report By
 OD1050  HISTORY     - 1942     MONUMENTED       CGS
 OD1050  HISTORY     - 20030623 MARK NOT FOUND   NYDT
 OD1050
 OD1050                          STATION DESCRIPTION
 OD1050
 OD1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD1050'1.4 MI N FROM SCHROON RIVER.
 OD1050'TO REACH FROM THE CATHOLIC CHURCH IN SCHROON RIVER, PROCEED 1.4 MILES
 OD1050'NORTH ALONG STATE HIGHWAY NO. 9, TO AN S CURVE IN HIGHWAY AND SITE OF
 OD1050'BENCH MARK.  BENCH MARK IS ABOUT 100.0 YARDS SOUTHWEST OF A NOTABLY
 OD1050'LARGE ROCK CLIFF, 42.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 OD1050'HIGHWAY GUARD RAIL FENCE.  IT IS 48.0 FEET EAST OF AND ABOUT 2.0 FEET
 OD1050'BELOW THE CENTERLINE OF HIGHWAY, 78.0 FEET NORTH OF A TELEPHONE POLE.
 OD1050'MONUMENT IS 2.0 FEET SOUTH OF A 4 X 4 INCH WHITE WOOODEN MARKER POST,
 OD1050'AND PROJECTS 0.4 FOOT.
 OD1050
 OD1050                          STATION RECOVERY (2003)
 OD1050
 OD1050'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 OD1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0436 ***********************************************************************
 NC0436  TIDAL BM    -  This is a Tidal Bench Mark.
 NC0436  DESIGNATION -  A 25
 NC0436  PID         -  NC0436
 NC0436  STATE/COUNTY-  NY/ERIE
 NC0436  USGS QUAD   -  BUFFALO NW (1965)
 NC0436
 NC0436                         *CURRENT SURVEY CONTROL
 NC0436  ___________________________________________________________________
 NC0436* NAD 83(1986)-  42 52 40.     (N)    078 53 23.     (W)     SCALED    
 NC0436* NAVD 88     -       179.434  (meters)     588.69   (feet)  ADJUSTED  
 NC0436  ___________________________________________________________________
 NC0436  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0436  DYNAMIC HT  -         179.386 (meters)     588.54  (feet)  COMP
 NC0436  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 NC0436
 NC0436  VERT ORDER  -  FIRST     CLASS 0
 NC0436
 NC0436.The horizontal coordinates were scaled from a topographic map and have
 NC0436.an estimated accuracy of +/- 6 seconds.
 NC0436
 NC0436.The orthometric height was determined by differential leveling
 NC0436.and adjusted by the National Geodetic Survey in June 1991..
 NC0436
 NC0436.This Tidal Bench Mark is designated as VM 12789
 NC0436.by the Center for Operational Oceanographic Products and Services.
 NC0436
 NC0436.The geoid height was determined by GEOID03.
 NC0436
 NC0436.The dynamic height is computed by dividing the NAVD 88
 NC0436.geopotential number by the normal gravity value computed on the
 NC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0436.degrees latitude (g = 980.6199 gals.).
 NC0436
 NC0436.The modeled gravity was interpolated from observed gravity values.
 NC0436
 NC0436;                    North         East    Units  Estimated Accuracy
 NC0436;SPC NY W     -   319,640.      324,970.      MT  (+/- 180 meters Scaled)
 NC0436
 NC0436                          SUPERSEDED SURVEY CONTROL
 NC0436
 NC0436  NGVD 29 (??/??/92)  179.585  (m)          589.19   (f) ADJ UNCH    1 0
 NC0436
 NC0436.Superseded values are not recommended for survey control.
 NC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0436.See file dsdata.txt to determine how the superseded data were derived.
 NC0436
 NC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH723494(NAD 83)
 NC0436_MARKER: DB = BENCH MARK DISK
 NC0436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NC0436_SP_SET: WATER TABLE
 NC0436_STAMPING: A-25 1921
 NC0436_MARK LOGO: CGS   
 NC0436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NC0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0436
 NC0436  HISTORY     - Date     Condition        Report By
 NC0436  HISTORY     - 1921     MONUMENTED       CGS
 NC0436  HISTORY     - 1942     GOOD             NGS
 NC0436  HISTORY     - 1977     GOOD             NGS
 NC0436  HISTORY     - 1989     GOOD             USPSQD
 NC0436  HISTORY     - 19940706 GOOD             NOS
 NC0436  HISTORY     - 19941102 GOOD             NOS
 NC0436
 NC0436                          STATION DESCRIPTION
 NC0436
 NC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NC0436'IN BUFFALO.
 NC0436'A BENCHMARK ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, IS AT
 NC0436'BUFFALO, ERIE COUNTY, NEW YORK, ON SOUTH PIER AT ENTRANCE TO BUFFALO
 NC0436'RIVER, ON THE OLD BUFFALO HARBOR LIGHT HOUSE, ON EAST SIDE OF
 NC0436'OCTAGONAL STONE WATER TABLE, 4.0 FEET FROM ANGLE FORMED BY EAST AND
 NC0436'NORTHEAST SIDES, BEING HORIZONTAL LINE ON BRONZE DISC SET INTO THE
 NC0436'WATER TABLE MARKED A-25 1921.
 NC0436
 NC0436                          STATION RECOVERY (1977)
 NC0436
 NC0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0436'RECOVERED IN GOOD CONDITION.
 NC0436
 NC0436                          STATION RECOVERY (1989)
 NC0436
 NC0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (JME)
 NC0436'RECOVERED IN GOOD CONDITION.
 NC0436
 NC0436                          STATION RECOVERY (1994)
 NC0436
 NC0436'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NC0436'RECOVERED IN GOOD CONDITION.
 NC0436
 NC0436                          STATION RECOVERY (1994)
 NC0436
 NC0436'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NC0436'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1008 ***********************************************************************
 PG1008  DESIGNATION -  A 250
 PG1008  PID         -  PG1008
 PG1008  STATE/COUNTY-  NY/CLINTON
 PG1008  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1008
 PG1008                         *CURRENT SURVEY CONTROL
 PG1008  ___________________________________________________________________
 PG1008* NAD 83(1986)-  44 55 54.     (N)    073 50 39.     (W)     SCALED    
 PG1008* NAVD 88     -       309.400  (meters)    1015.09   (feet)  ADJUSTED  
 PG1008  ___________________________________________________________________
 PG1008  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PG1008  DYNAMIC HT  -         309.382 (meters)    1015.03  (feet)  COMP
 PG1008  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 PG1008
 PG1008  VERT ORDER  -  FIRST     CLASS II
 PG1008
 PG1008.The horizontal coordinates were scaled from a topographic map and have
 PG1008.an estimated accuracy of +/- 6 seconds.
 PG1008
 PG1008.The orthometric height was determined by differential leveling
 PG1008.and adjusted by the National Geodetic Survey in June 1991..
 PG1008
 PG1008.The geoid height was determined by GEOID03.
 PG1008
 PG1008.The dynamic height is computed by dividing the NAVD 88
 PG1008.geopotential number by the normal gravity value computed on the
 PG1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1008.degrees latitude (g = 980.6199 gals.).
 PG1008
 PG1008.The modeled gravity was interpolated from observed gravity values.
 PG1008
 PG1008;                    North         East    Units  Estimated Accuracy
 PG1008;SPC NY E     -   677,490.      201,770.      MT  (+/- 180 meters Scaled)
 PG1008
 PG1008                          SUPERSEDED SURVEY CONTROL
 PG1008
 PG1008  NGVD 29 (??/??/??)  309.472  (m)         1015.33   (f) ADJUSTED    1 2
 PG1008
 PG1008.Superseded values are not recommended for survey control.
 PG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1008.See file dsdata.txt to determine how the superseded data were derived.
 PG1008
 PG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ912760(NAD 83)
 PG1008_MARKER: DB = BENCH MARK DISK
 PG1008_SETTING: 80 = SET IN A BOULDER
 PG1008_SP_SET: BOULDER
 PG1008_STAMPING: A 250 1942
 PG1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1008+STABILITY: SURFACE MOTION
 PG1008
 PG1008  HISTORY     - Date     Condition        Report By
 PG1008  HISTORY     - 1942     MONUMENTED       CGS
 PG1008  HISTORY     - 1961     GOOD             CGS
 PG1008
 PG1008                          STATION DESCRIPTION
 PG1008
 PG1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1008'3.3 MI W FROM ELLENBURG DEPOT.
 PG1008'TO REACH FROM THE RUTLAND RAILROAD STATION AT ELLENBURG DEPOT--
 PG1008'PROCEED 3.3 MILES WESTERLY ALONG THE RAILROAD TO THE SITE OF THE BENCH
 PG1008'MARK.  BENCH MARK IS ABOUT 615.0 FEET WEST OF MILE POST NO. A-35,
 PG1008'ABOUT 90.0 FEET SOUTHWEST OF A TELEGRAPH POLE AND 21.0 FEET SOUTH OF
 PG1008'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK.  IT IS SET
 PG1008'HORIZONTALLY IN THE TOP OF A LARGE LIMESTONE BOULDER.
 PG1008
 PG1008                          STATION RECOVERY (1961)
 PG1008
 PG1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 PG1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0554 ***********************************************************************
 LY0554  DESIGNATION -  A 252
 LY0554  PID         -  LY0554
 LY0554  STATE/COUNTY-  NY/ORANGE
 LY0554  USGS QUAD   -  PINE ISLAND (1969)
 LY0554
 LY0554                         *CURRENT SURVEY CONTROL
 LY0554  ___________________________________________________________________
 LY0554* NAD 83(1986)-  41 20 26.     (N)    074 28 49.     (W)     SCALED    
 LY0554* NAVD 88     -       123.886  (meters)     406.45   (feet)  ADJUSTED  
 LY0554  ___________________________________________________________________
 LY0554  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY0554  DYNAMIC HT  -         123.837 (meters)     406.29  (feet)  COMP
 LY0554  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 LY0554
 LY0554  VERT ORDER  -  SECOND    CLASS 0
 LY0554
 LY0554.The horizontal coordinates were scaled from a topographic map and have
 LY0554.an estimated accuracy of +/- 6 seconds.
 LY0554
 LY0554.The orthometric height was determined by differential leveling
 LY0554.and adjusted by the National Geodetic Survey in June 1991..
 LY0554
 LY0554.The geoid height was determined by GEOID03.
 LY0554
 LY0554.The dynamic height is computed by dividing the NAVD 88
 LY0554.geopotential number by the normal gravity value computed on the
 LY0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0554.degrees latitude (g = 980.6199 gals.).
 LY0554
 LY0554.The modeled gravity was interpolated from observed gravity values.
 LY0554
 LY0554;                    North         East    Units  Estimated Accuracy
 LY0554;SPC NY E     -   278,370.      151,650.      MT  (+/- 180 meters Scaled)
 LY0554
 LY0554                          SUPERSEDED SURVEY CONTROL
 LY0554
 LY0554  NGVD 29 (??/??/92)  124.094  (m)          407.13   (f) ADJ UNCH    2 0
 LY0554
 LY0554.Superseded values are not recommended for survey control.
 LY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0554.See file dsdata.txt to determine how the superseded data were derived.
 LY0554
 LY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL434766(NAD 83)
 LY0554_MARKER: DB = BENCH MARK DISK
 LY0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0554_STAMPING: A 252 1942
 LY0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0554+STABILITY: SURFACE MOTION
 LY0554
 LY0554  HISTORY     - Date     Condition        Report By
 LY0554  HISTORY     - 1942     MONUMENTED       CGS
 LY0554  HISTORY     - 1970     GOOD             USDA
 LY0554  HISTORY     - 1985     GOOD             USPSQD
 LY0554  HISTORY     - 20060429 GOOD             GEOCAC
 LY0554
 LY0554                          STATION DESCRIPTION
 LY0554
 LY0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0554'2.9 MI SE FROM JOHNSON.
 LY0554'ABOUT 2.9 MILES SOUTHEAST ALONG A COUNTRY ROAD FROM THE
 LY0554'MIDDLETOWN AND UNIONVILLE RAILROAD STATION AT JOHNSON, ORANGE
 LY0554'COUNTY, AT THE JUNCTION OF A SURFACED ROAD, 48 FEET SOUTH OF THE
 LY0554'CENTER OF THE JUNCTION, 22 FEET SOUTHEAST OF THE CENTER LINE OF
 LY0554'THE SURFACED ROAD, 36.5 FEET SOUTHWEST OF THE CENTER LINE OF A
 LY0554'PASTURE ENTRANCE ROAD, 7.5 FEET EAST OF A FENCE CORNER, AND 1.7
 LY0554'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LY0554'STAMPED A 252 1942 AND SET IN THE TOP OF A CONCRETE POST.
 LY0554
 LY0554                          STATION RECOVERY (1970)
 LY0554
 LY0554'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1970
 LY0554'RECOVERED IN GOOD CONDITION.
 LY0554
 LY0554                          STATION RECOVERY (1985)
 LY0554
 LY0554'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0554'ABOUT 0.5 MILE EAST FROM GARDNERVILLE ALONG GARDNERVILLE ROAD AT A
 LY0554'T-INTERSECTION WITH ORANGE COUNTY HWY. 12.
 LY0554
 LY0554                          STATION RECOVERY (2006)
 LY0554
 LY0554'RECOVERY NOTE BY GEOCACHING 2006 (JRI)
 LY0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0529 ***********************************************************************
 LY0529  DESIGNATION -  A 253
 LY0529  PID         -  LY0529
 LY0529  STATE/COUNTY-  NY/ORANGE
 LY0529  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0529
 LY0529                         *CURRENT SURVEY CONTROL
 LY0529  ___________________________________________________________________
 LY0529* NAD 83(1986)-  41 14 39.     (N)    074 16 57.     (W)     SCALED    
 LY0529* NAVD 88     -       284.041  (meters)     931.89   (feet)  ADJUSTED  
 LY0529  ___________________________________________________________________
 LY0529  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LY0529  DYNAMIC HT  -         283.922 (meters)     931.50  (feet)  COMP
 LY0529  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 LY0529
 LY0529  VERT ORDER  -  SECOND    CLASS 0
 LY0529
 LY0529.The horizontal coordinates were scaled from a topographic map and have
 LY0529.an estimated accuracy of +/- 6 seconds.
 LY0529
 LY0529.The orthometric height was determined by differential leveling
 LY0529.and adjusted by the National Geodetic Survey in June 1991..
 LY0529
 LY0529.The geoid height was determined by GEOID03.
 LY0529
 LY0529.The dynamic height is computed by dividing the NAVD 88
 LY0529.geopotential number by the normal gravity value computed on the
 LY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0529.degrees latitude (g = 980.6199 gals.).
 LY0529
 LY0529.The modeled gravity was interpolated from observed gravity values.
 LY0529
 LY0529;                    North         East    Units  Estimated Accuracy
 LY0529;SPC NY E     -   267,680.      168,230.      MT  (+/- 180 meters Scaled)
 LY0529
 LY0529                          SUPERSEDED SURVEY CONTROL
 LY0529
 LY0529  NGVD 29 (??/??/92)  284.277  (m)          932.67   (f) ADJ UNCH    2 0
 LY0529
 LY0529.Superseded values are not recommended for survey control.
 LY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0529.See file dsdata.txt to determine how the superseded data were derived.
 LY0529
 LY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601661(NAD 83)
 LY0529_MARKER: DB = BENCH MARK DISK
 LY0529_SETTING: 0 = UNSPECIFIED SETTING
 LY0529_STAMPING: A 253 1942
 LY0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0529
 LY0529  HISTORY     - Date     Condition        Report By
 LY0529  HISTORY     - 1942     MONUMENTED       CGS
 LY0529
 LY0529                          STATION DESCRIPTION
 LY0529
 LY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0529'2.1 MI E FROM BELLVALE.
 LY0529'2.1 MILES EAST ALONG STATE HIGHWAY 17A FROM THE POST OFFICE
 LY0529'AT BELLVALE, ORANGE COUNTY, 30 FEET NORTHWEST OF THE CENTERLINE
 LY0529'OF THE HIGHWAY, IN A CLEARING BETWEEN 2 ROCK CUTS, 41 FEET
 LY0529'SOUTHEAST OF A TRIANGULAR-BLAZED 15-INCH OAK TREE, 18 FEET
 LY0529'NORTH OF A HIGHWAY CATCH BASIN, AND 2 FEET SOUTHEAST OF A WHITE
 LY0529'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0214 ***********************************************************************
 LY0214  DESIGNATION -  A 254
 LY0214  PID         -  LY0214
 LY0214  STATE/COUNTY-  NY/ULSTER
 LY0214  USGS QUAD   -  PINE BUSH (1956)
 LY0214
 LY0214                         *CURRENT SURVEY CONTROL
 LY0214  ___________________________________________________________________
 LY0214* NAD 83(1986)-  41 37 04.     (N)    074 18 59.     (W)     SCALED    
 LY0214* NAVD 88     -       133.577  (meters)     438.24   (feet)  ADJUSTED  
 LY0214  ___________________________________________________________________
 LY0214  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LY0214  DYNAMIC HT  -         133.525 (meters)     438.07  (feet)  COMP
 LY0214  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 LY0214
 LY0214  VERT ORDER  -  SECOND    CLASS 0
 LY0214
 LY0214.The horizontal coordinates were scaled from a topographic map and have
 LY0214.an estimated accuracy of +/- 6 seconds.
 LY0214
 LY0214.The orthometric height was determined by differential leveling
 LY0214.and adjusted by the National Geodetic Survey in June 1991..
 LY0214
 LY0214.The geoid height was determined by GEOID03.
 LY0214
 LY0214.The dynamic height is computed by dividing the NAVD 88
 LY0214.geopotential number by the normal gravity value computed on the
 LY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0214.degrees latitude (g = 980.6199 gals.).
 LY0214
 LY0214.The modeled gravity was interpolated from observed gravity values.
 LY0214
 LY0214;                    North         East    Units  Estimated Accuracy
 LY0214;SPC NY E     -   309,170.      165,300.      MT  (+/- 180 meters Scaled)
 LY0214
 LY0214                          SUPERSEDED SURVEY CONTROL
 LY0214
 LY0214  NGVD 29 (??/??/92)  133.802  (m)          438.98   (f) ADJ UNCH    2 0
 LY0214
 LY0214.Superseded values are not recommended for survey control.
 LY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0214.See file dsdata.txt to determine how the superseded data were derived.
 LY0214
 LY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM569075(NAD 83)
 LY0214_MARKER: DB = BENCH MARK DISK
 LY0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0214_SP_SET: STONE FOUNDATION
 LY0214_STAMPING: A 254 1942
 LY0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0214
 LY0214  HISTORY     - Date     Condition        Report By
 LY0214  HISTORY     - 1942     MONUMENTED       CGS
 LY0214  HISTORY     - 20041030 GOOD             INDIV
 LY0214
 LY0214                          STATION DESCRIPTION
 LY0214
 LY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0214'1.1 MI W FROM PINE BUSH.
 LY0214'THIS MARK IS IN ULSTER COUNTY, ALONG HIGHWAY 52 ABOUT 1.1 MILE
 LY0214'WEST OF THE RAILROAD STATION AT PINE BUSH, ORANGE COUNTY, AT NEW
 LY0214'PROSPECT CHURCH, SET IN THE WEST END OF THE SOUTH FACE OF THE
 LY0214'STONE FOUNDATION, ABOUT 3.5 FEET HIGHER THAN THE GROUND AND IS
 LY0214'A STANDARD DISK SET VERTICALLY.
 LY0214
 LY0214                          STATION RECOVERY (2004)
 LY0214
 LY0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY0214' 
 LY0214'RECOVERED IN GOOD CONDITION.  AUTONOMOUS (NON-CORRECTED) HANDHELD GPS
 LY0214'COORDINATES FOR THE STATION ARE 41 37 4.50(N) 074 18 58.02(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0193 ***********************************************************************
 LY0193  DESIGNATION -  A 255
 LY0193  PID         -  LY0193
 LY0193  STATE/COUNTY-  NY/ULSTER
 LY0193  USGS QUAD   -  ROSENDALE (1980)
 LY0193
 LY0193                         *CURRENT SURVEY CONTROL
 LY0193  ___________________________________________________________________
 LY0193* NAD 83(1986)-  41 46 49.     (N)    074 04 23.     (W)     SCALED    
 LY0193* NAVD 88     -        73.492  (meters)     241.12   (feet)  ADJUSTED  
 LY0193  ___________________________________________________________________
 LY0193  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY0193  DYNAMIC HT  -          73.465 (meters)     241.03  (feet)  COMP
 LY0193  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 LY0193
 LY0193  VERT ORDER  -  SECOND    CLASS 0
 LY0193
 LY0193.The horizontal coordinates were scaled from a topographic map and have
 LY0193.an estimated accuracy of +/- 6 seconds.
 LY0193
 LY0193.The orthometric height was determined by differential leveling
 LY0193.and adjusted by the National Geodetic Survey in June 1991..
 LY0193
 LY0193.The geoid height was determined by GEOID03.
 LY0193
 LY0193.The dynamic height is computed by dividing the NAVD 88
 LY0193.geopotential number by the normal gravity value computed on the
 LY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0193.degrees latitude (g = 980.6199 gals.).
 LY0193
 LY0193.The modeled gravity was interpolated from observed gravity values.
 LY0193
 LY0193;                    North         East    Units  Estimated Accuracy
 LY0193;SPC NY E     -   327,290.      185,490.      MT  (+/- 180 meters Scaled)
 LY0193
 LY0193                          SUPERSEDED SURVEY CONTROL
 LY0193
 LY0193  NGVD 29 (??/??/92)   73.740  (m)          241.93   (f) ADJ UNCH    2 0
 LY0193
 LY0193.Superseded values are not recommended for survey control.
 LY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0193.See file dsdata.txt to determine how the superseded data were derived.
 LY0193
 LY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM770257(NAD 83)
 LY0193_MARKER: DR = REFERENCE MARK DISK
 LY0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0193_STAMPING: A 255 1942
 LY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0193+STABILITY: SURFACE MOTION
 LY0193
 LY0193  HISTORY     - Date     Condition        Report By
 LY0193  HISTORY     - 1942     MONUMENTED       CGS
 LY0193  HISTORY     - 1990     GOOD             USPSQD
 LY0193  HISTORY     - 19970329 GOOD             USPSQD
 LY0193
 LY0193                          STATION DESCRIPTION
 LY0193
 LY0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0193'2.8 MI N FROM NEW PALTZ.
 LY0193'THIS MARK IS ALONG HIGHWAY 32 ABOUT 2.8 MILES NORTH OF THE
 LY0193'WALLKILL RIVER BRIDGE AT NEW PALTZ, ULSTER COUNTY, 0.1 MILE
 LY0193'NORTH OF A TAVERN, AT A SMALL 1 1/2 STORY YELLOW HOUSE, 96.3
 LY0193'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 28.5 FEET
 LY0193'WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF A
 LY0193'DRIVEWAY, AND IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LY0193'POST ABOUT 1 1/2 FEET EAST OF A STANDARD REFERENCE POST.
 LY0193
 LY0193                          STATION RECOVERY (1990)
 LY0193
 LY0193'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 LY0193'RECOVERED IN GOOD CONDITION.
 LY0193
 LY0193                          STATION RECOVERY (1997)
 LY0193
 LY0193'RECOVERY NOTE BY US POWER SQUADRON 1997
 LY0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0178 ***********************************************************************
 LY0178  DESIGNATION -  A 256
 LY0178  PID         -  LY0178
 LY0178  STATE/COUNTY-  NY/ULSTER
 LY0178  USGS QUAD   -  GARDINER (1957)
 LY0178
 LY0178                         *CURRENT SURVEY CONTROL
 LY0178  ___________________________________________________________________
 LY0178* NAD 83(1986)-  41 41 35.     (N)    074 12 37.     (W)     SCALED    
 LY0178* NAVD 88     -        83.109  (meters)     272.67   (feet)  ADJUSTED  
 LY0178  ___________________________________________________________________
 LY0178  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY0178  DYNAMIC HT  -          83.077 (meters)     272.56  (feet)  COMP
 LY0178  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 LY0178
 LY0178  VERT ORDER  -  SECOND    CLASS 0
 LY0178
 LY0178.The horizontal coordinates were scaled from a topographic map and have
 LY0178.an estimated accuracy of +/- 6 seconds.
 LY0178
 LY0178.The orthometric height was determined by differential leveling
 LY0178.and adjusted by the National Geodetic Survey in June 1991..
 LY0178
 LY0178.The geoid height was determined by GEOID03.
 LY0178
 LY0178.The dynamic height is computed by dividing the NAVD 88
 LY0178.geopotential number by the normal gravity value computed on the
 LY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0178.degrees latitude (g = 980.6199 gals.).
 LY0178
 LY0178.The modeled gravity was interpolated from observed gravity values.
 LY0178
 LY0178;                    North         East    Units  Estimated Accuracy
 LY0178;SPC NY E     -   317,550.      174,120.      MT  (+/- 180 meters Scaled)
 LY0178
 LY0178                          SUPERSEDED SURVEY CONTROL
 LY0178
 LY0178  NGVD 29 (??/??/92)   83.343  (m)          273.43   (f) ADJ UNCH    2 0
 LY0178
 LY0178.Superseded values are not recommended for survey control.
 LY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0178.See file dsdata.txt to determine how the superseded data were derived.
 LY0178
 LY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM657159(NAD 83)
 LY0178_MARKER: DB = BENCH MARK DISK
 LY0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0178_SP_SET: CULVERT
 LY0178_STAMPING: A 256 1942
 LY0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0178
 LY0178  HISTORY     - Date     Condition        Report By
 LY0178  HISTORY     - 1942     MONUMENTED       CGS
 LY0178
 LY0178                          STATION DESCRIPTION
 LY0178
 LY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0178'7.3 MI SW FROM NEW PALTZ.
 LY0178'THIS MARK IS ALONG A TAR ROAD ABOUT 7.3 MILES SOUTHWEST OF THE
 LY0178'WALLKILL RIVER BRIDGE AT NEW PALTZ, ULSTER COUNTY, 1.1 MILE
 LY0178'SOUTH OF HEDDEN CORNERS, 175 FEET SOUTHEAST OF A SMALL BROWN
 LY0178'FARM HOUSE, AT A LARGE CONCRETE ARCH CULVERT, SET IN THE CENTER
 LY0178'OF THE TOP OF THE EAST HEADWALL OF THE CULVERT, 17 FEET EAST OF
 LY0178'THE CENTER LINE OF THE ROAD, AND IS A STANDARD DISK SET IN A DRILL
 LY0178'HOLE ABOUT 1 1/2 FEET LOWER THAN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0643 ***********************************************************************
 NA0643  DESIGNATION -  A 257
 NA0643  PID         -  NA0643
 NA0643  STATE/COUNTY-  NY/DELAWARE
 NA0643  USGS QUAD   -  MARGARETVILLE (1982)
 NA0643
 NA0643                         *CURRENT SURVEY CONTROL
 NA0643  ___________________________________________________________________
 NA0643* NAD 83(1986)-  42 08 28.     (N)    074 41 40.     (W)     SCALED    
 NA0643* NAVD 88     -       410.745  (meters)    1347.59   (feet)  ADJUSTED  
 NA0643  ___________________________________________________________________
 NA0643  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NA0643  DYNAMIC HT  -         410.602 (meters)    1347.12  (feet)  COMP
 NA0643  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 NA0643
 NA0643  VERT ORDER  -  SECOND    CLASS 0
 NA0643
 NA0643.The horizontal coordinates were scaled from a topographic map and have
 NA0643.an estimated accuracy of +/- 6 seconds.
 NA0643
 NA0643.The orthometric height was determined by differential leveling
 NA0643.and adjusted by the National Geodetic Survey in June 1991..
 NA0643
 NA0643.The geoid height was determined by GEOID03.
 NA0643
 NA0643.The dynamic height is computed by dividing the NAVD 88
 NA0643.geopotential number by the normal gravity value computed on the
 NA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0643.degrees latitude (g = 980.6199 gals.).
 NA0643
 NA0643.The modeled gravity was interpolated from observed gravity values.
 NA0643
 NA0643;                    North         East    Units  Estimated Accuracy
 NA0643;SPC NY E     -   367,290.      133,930.      MT  (+/- 180 meters Scaled)
 NA0643
 NA0643                          SUPERSEDED SURVEY CONTROL
 NA0643
 NA0643  NGVD 29 (??/??/92)  410.918  (m)         1348.15   (f) ADJ UNCH    2 0
 NA0643
 NA0643.Superseded values are not recommended for survey control.
 NA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0643.See file dsdata.txt to determine how the superseded data were derived.
 NA0643
 NA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM252654(NAD 83)
 NA0643_MARKER: DB = BENCH MARK DISK
 NA0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0643_SP_SET: BRIDGE
 NA0643_STAMPING: A-257 1942
 NA0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0643
 NA0643  HISTORY     - Date     Condition        Report By
 NA0643  HISTORY     - 1972     MONUMENTED       NGS
 NA0643
 NA0643                          STATION DESCRIPTION
 NA0643
 NA0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NA0643'0.4 MIL N FROM DUNRAVEN.
 NA0643'0.4 MILE NORTH ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 NA0643'DUNRAVEN, SET IN THE SOUTH CORNER OF THE EAST WALL OF THE CONCRETE
 NA0643'BRIDGE OVER JONES HOLLOW CREEK, AT THE INTERSECTION OF THE HIGHWAY
 NA0643'AND A SIDE ROAD LEADING WEST, 10.4 FEET EAST OF THE CENTER-LINE OF
 NA0643'THE HIGHWAY, 1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0599 ***********************************************************************
 NA0599  DESIGNATION -  A 258
 NA0599  PID         -  NA0599
 NA0599  STATE/COUNTY-  NY/DELAWARE
 NA0599  USGS QUAD   -  BLOOMVILLE (1981)
 NA0599
 NA0599                         *CURRENT SURVEY CONTROL
 NA0599  ___________________________________________________________________
 NA0599* NAD 83(1986)-  42 17 52.     (N)    074 46 08.     (W)     SCALED    
 NA0599* NAVD 88     -       581.144  (meters)    1906.64   (feet)  ADJUSTED  
 NA0599  ___________________________________________________________________
 NA0599  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 NA0599  DYNAMIC HT  -         580.929 (meters)    1905.93  (feet)  COMP
 NA0599  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 NA0599
 NA0599  VERT ORDER  -  SECOND    CLASS 0
 NA0599
 NA0599.The horizontal coordinates were scaled from a topographic map and have
 NA0599.an estimated accuracy of +/- 6 seconds.
 NA0599
 NA0599.The orthometric height was determined by differential leveling
 NA0599.and adjusted by the National Geodetic Survey in June 1991..
 NA0599
 NA0599.The geoid height was determined by GEOID03.
 NA0599
 NA0599.The dynamic height is computed by dividing the NAVD 88
 NA0599.geopotential number by the normal gravity value computed on the
 NA0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0599.degrees latitude (g = 980.6199 gals.).
 NA0599
 NA0599.The modeled gravity was interpolated from observed gravity values.
 NA0599
 NA0599;                    North         East    Units  Estimated Accuracy
 NA0599;SPC NY E     -   384,710.      127,830.      MT  (+/- 180 meters Scaled)
 NA0599
 NA0599                          SUPERSEDED SURVEY CONTROL
 NA0599
 NA0599  NGVD 29 (??/??/92)  581.304  (m)         1907.16   (f) ADJ UNCH    2 0
 NA0599
 NA0599.Superseded values are not recommended for survey control.
 NA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0599.See file dsdata.txt to determine how the superseded data were derived.
 NA0599
 NA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM190828(NAD 83)
 NA0599_MARKER: DB = BENCH MARK DISK
 NA0599_SETTING: 80 = SET IN A BOULDER
 NA0599_SP_SET: BOULDER
 NA0599_STAMPING: A-258 1942
 NA0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0599+STABILITY: SURFACE MOTION
 NA0599
 NA0599  HISTORY     - Date     Condition        Report By
 NA0599  HISTORY     - 1942     MONUMENTED       CGS
 NA0599
 NA0599                          STATION DESCRIPTION
 NA0599
 NA0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0599'3.0 MI N FROM BOVINA CENTER.
 NA0599'3.0 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT BOVINA
 NA0599'CENTER, SET IN THE TOP OF A BOULDER LOCATED IN THE WEST CORNER OF A
 NA0599'FIELD, 0.2 MILE NORTHEAST OF A PRIVATE ROAD LEADING NORTHWEST TO A
 NA0599'FARM HOUSE AND BARNS, 30 FEET SOUTHEAST OF THE CENTER-LINE OF THE
 NA0599'ROAD, 14.3 FEET NORTHEAST OF THE NORTHWEST GATE POST OF THE
 NA0599'NORTHWEST-AND-SOUTHEAST FENCE, 9.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 NA0599'FENCE, LEVEL WITH THE ROAD.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0373 ***********************************************************************
 NA0373  DESIGNATION -  A 259
 NA0373  PID         -  NA0373
 NA0373  STATE/COUNTY-  NY/GREENE
 NA0373  USGS QUAD   -  WEST KILL (1978)
 NA0373
 NA0373                         *CURRENT SURVEY CONTROL
 NA0373  ___________________________________________________________________
 NA0373* NAD 83(1986)-  42 12 32.     (N)    074 23 20.     (W)     SCALED    
 NA0373* NAVD 88     -       449.440  (meters)    1474.54   (feet)  ADJUSTED  
 NA0373  ___________________________________________________________________
 NA0373  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 NA0373  DYNAMIC HT  -         449.278 (meters)    1474.01  (feet)  COMP
 NA0373  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 NA0373
 NA0373  VERT ORDER  -  SECOND    CLASS 0
 NA0373
 NA0373.The horizontal coordinates were scaled from a topographic map and have
 NA0373.an estimated accuracy of +/- 6 seconds.
 NA0373
 NA0373.The orthometric height was determined by differential leveling
 NA0373.and adjusted by the National Geodetic Survey in June 1991..
 NA0373
 NA0373.The geoid height was determined by GEOID03.
 NA0373
 NA0373.The dynamic height is computed by dividing the NAVD 88
 NA0373.geopotential number by the normal gravity value computed on the
 NA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0373.degrees latitude (g = 980.6199 gals.).
 NA0373
 NA0373.The modeled gravity was interpolated from observed gravity values.
 NA0373
 NA0373;                    North         East    Units  Estimated Accuracy
 NA0373;SPC NY E     -   374,810.      159,180.      MT  (+/- 180 meters Scaled)
 NA0373
 NA0373                          SUPERSEDED SURVEY CONTROL
 NA0373
 NA0373  NGVD 29 (??/??/92)  449.620  (m)         1475.13   (f) ADJ UNCH    2 0
 NA0373
 NA0373.Superseded values are not recommended for survey control.
 NA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0373.See file dsdata.txt to determine how the superseded data were derived.
 NA0373
 NA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM504731(NAD 83)
 NA0373_MARKER: DB = BENCH MARK DISK
 NA0373_SETTING: 80 = SET IN A BOULDER
 NA0373_SP_SET: BOULDER
 NA0373_STAMPING: A-259 1942
 NA0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0373+STABILITY: SURFACE MOTION
 NA0373
 NA0373  HISTORY     - Date     Condition        Report By
 NA0373  HISTORY     - 1942     MONUMENTED       CGS
 NA0373
 NA0373                          STATION DESCRIPTION
 NA0373
 NA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0373'AT WEST KILL.
 NA0373'AT WEST KILL, ALONG STATE HIGHWAY NO. 42, AT THE INTERSECTION OF
 NA0373'THE HIGHWAY AND A SIDE ROAD LEADING NORTHWEST, SET IN THE TOP OF A
 NA0373'BOULDER, 123 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WEST KILL
 NA0373'TAVERN, 37 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY, 9 FEET
 NA0373'NORTHEAST OF THE CENTER-LINE OF THE SIDE ROAD, NEAR THE EAST POINT OF
 NA0373'THE TRIANGLE FORMED BY THE INTERSECTION OF THE ROADS, ABOUT 8 FEET
 NA0373'ABOVE HIGHWAY LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0590 ***********************************************************************
 OF0590  DESIGNATION -  A 26
 OF0590  PID         -  OF0590
 OF0590  STATE/COUNTY-  NY/OSWEGO
 OF0590  USGS QUAD   -  OSWEGO WEST (1978)
 OF0590
 OF0590                         *CURRENT SURVEY CONTROL
 OF0590  ___________________________________________________________________
 OF0590* NAD 83(1986)-  43 24 20.     (N)    076 31 50.     (W)     SCALED    
 OF0590* NAVD 88     -       103.025  (meters)     338.01   (feet)  ADJUSTED  
 OF0590  ___________________________________________________________________
 OF0590  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OF0590  DYNAMIC HT  -         103.003 (meters)     337.94  (feet)  COMP
 OF0590  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 OF0590
 OF0590  VERT ORDER  -  FIRST     CLASS II
 OF0590
 OF0590.The horizontal coordinates were scaled from a topographic map and have
 OF0590.an estimated accuracy of +/- 6 seconds.
 OF0590
 OF0590.The orthometric height was determined by differential leveling
 OF0590.and adjusted by the National Geodetic Survey in June 1991..
 OF0590
 OF0590.The geoid height was determined by GEOID03.
 OF0590
 OF0590.The dynamic height is computed by dividing the NAVD 88
 OF0590.geopotential number by the normal gravity value computed on the
 OF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0590.degrees latitude (g = 980.6199 gals.).
 OF0590
 OF0590.The modeled gravity was interpolated from observed gravity values.
 OF0590
 OF0590;                    North         East    Units  Estimated Accuracy
 OF0590;SPC NY C     -   378,220.      254,280.      MT  (+/- 180 meters Scaled)
 OF0590
 OF0590                          SUPERSEDED SURVEY CONTROL
 OF0590
 OF0590  NGVD 29 (??/??/92)  103.225  (m)          338.66   (f) ADJ UNCH    1 2
 OF0590
 OF0590.Superseded values are not recommended for survey control.
 OF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0590.See file dsdata.txt to determine how the superseded data were derived.
 OF0590
 OF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP760069(NAD 83)
 OF0590_MARKER: Z = SEE DESCRIPTION
 OF0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0590_SP_SET: RAIL
 OF0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0590
 OF0590  HISTORY     - Date     Condition        Report By
 OF0590  HISTORY     - UNK      MONUMENTED       CGS
 OF0590  HISTORY     - 1935     GOOD             NGS
 OF0590
 OF0590                          STATION DESCRIPTION
 OF0590
 OF0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF0590'7/8 MI NE FROM FURNISS.
 OF0590'A 26 -- ABOUT 7/8 MILE NORTHEAST ALONG THE NEW YORK CENTRAL
 OF0590'RAILROAD FROM FURNISS, OSWEGO COUNTY, 2-1/4 FEET SOUTHEAST OF THE
 OF0590'SOUTHEAST EDGE OF MILEPOST P 28, AND 5-1/2 FEET NORTHWEST OF THE
 OF0590'NORTHWEST RAIL. THE TOP OF A VERTICAL RAIL FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1007 ***********************************************************************
 OF1007  DESIGNATION -  A 26
 OF1007  PID         -  OF1007
 OF1007  STATE/COUNTY-  NY/MONROE
 OF1007  USGS QUAD   -  PITTSFORD (1978)
 OF1007
 OF1007                         *CURRENT SURVEY CONTROL
 OF1007  ___________________________________________________________________
 OF1007* NAD 83(1986)-  43 15 02.     (N)    077 36 39.     (W)     SCALED    
 OF1007* NAVD 88     -        76.422  (meters)     250.73   (feet)  ADJUSTED  
 OF1007  ___________________________________________________________________
 OF1007  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1007  DYNAMIC HT  -          76.404 (meters)     250.67  (feet)  COMP
 OF1007  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 OF1007
 OF1007  VERT ORDER  -  FIRST     CLASS II
 OF1007
 OF1007.The horizontal coordinates were scaled from a topographic map and have
 OF1007.an estimated accuracy of +/- 6 seconds.
 OF1007
 OF1007.The orthometric height was determined by differential leveling
 OF1007.and adjusted by the National Geodetic Survey in September 1994..
 OF1007.WARNING-Repeat measurements at this control monument indicate possible
 OF1007.vertical movement.
 OF1007
 OF1007.The geoid height was determined by GEOID03.
 OF1007
 OF1007.The dynamic height is computed by dividing the NAVD 88
 OF1007.geopotential number by the normal gravity value computed on the
 OF1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1007.degrees latitude (g = 980.6199 gals.).
 OF1007
 OF1007.The modeled gravity was interpolated from observed gravity values.
 OF1007
 OF1007;                    North         East    Units  Estimated Accuracy
 OF1007;SPC NY W     -   361,460.      428,970.      MT  (+/- 180 meters Scaled)
 OF1007
 OF1007                          SUPERSEDED SURVEY CONTROL
 OF1007
 OF1007  NAVD 88 (06/15/91)   76.438  (m)          250.78   (f) UNKNOWN     1 2
 OF1007  NGVD 29 (??/??/92)   76.627  (m)          251.40   (f) ADJ UNCH    1 2
 OF1007
 OF1007.Superseded values are not recommended for survey control.
 OF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1007.See file dsdata.txt to determine how the superseded data were derived.
 OF1007
 OF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN880919(NAD 83)
 OF1007_MARKER: DD = SURVEY DISK
 OF1007_SETTING: 0 = UNSPECIFIED SETTING
 OF1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1007
 OF1007  HISTORY     - Date     Condition        Report By
 OF1007  HISTORY     - UNK      MONUMENTED       CGS
 OF1007  HISTORY     - 1971     GOOD             NGS
 OF1007  HISTORY     - 1971     GOOD             USGS
 OF1007  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1007
 OF1007                          STATION DESCRIPTION
 OF1007
 OF1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OF1007'AT CHARLOTTE.
 OF1007'AT CHARLOTTE, MONROE COUNTY, AT THE INTERSECTION OF LATTA STREET
 OF1007'AND RIVER STREET, 30 FEET NW OF THE CENTERLINE OF RIVER STREET, 27
 OF1007'FEET NE OF THE CENTERLINE OF LATTA STREET, AND 0.1 FOOT BELOW GRADE.
 OF1007'THIS IS A STANDARD CITY OF ROCHESTER BENCH MARK.
 OF1007
 OF1007                          STATION RECOVERY (1971)
 OF1007
 OF1007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1007'AT CHARLOTTE, MONROE COUNTY, AT THE INTERSECTION OF LATTE STREET AND
 OF1007'RIVER STREET, 30 FEET NW OF THE CENTERLINE OF RIVER STREET, 27 FEET
 OF1007'NE OF THE CENTERLINE OF LATTA STREET, AND 0.1 FOOT BELOW GRADE. THIS
 OF1007'IS A STANDARD DISK OF ROCHESTER BENCH MARK.
 OF1007
 OF1007                          STATION RECOVERY (1990)
 OF1007
 OF1007'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAC)
 OF1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0921 ***********************************************************************
 LY0921  DESIGNATION -  A 260
 LY0921  PID         -  LY0921
 LY0921  STATE/COUNTY-  NY/SULLIVAN
 LY0921  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0921
 LY0921                         *CURRENT SURVEY CONTROL
 LY0921  ___________________________________________________________________
 LY0921* NAD 83(1986)-  41 54 15.     (N)    074 48 49.     (W)     SCALED    
 LY0921* NAVD 88     -       441.874  (meters)    1449.71   (feet)  POSTED    
 LY0921  ___________________________________________________________________
 LY0921  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LY0921  DYNAMIC HT  -         441.710 (meters)    1449.18  (feet)  COMP
 LY0921  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 LY0921
 LY0921  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0921
 LY0921.The horizontal coordinates were scaled from a topographic map and have
 LY0921.an estimated accuracy of +/- 6 seconds.
 LY0921
 LY0921.The orthometric height was determined by differential leveling
 LY0921.and adjusted by the National Geodetic Survey in 1992..
 LY0921.No vertical observational check was made to the station.
 LY0921.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0921.was located on a no-check spur therefore a value was not computed.
 LY0921
 LY0921.The geoid height was determined by GEOID03.
 LY0921
 LY0921.The dynamic height is computed by dividing the NAVD 88
 LY0921.geopotential number by the normal gravity value computed on the
 LY0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0921.degrees latitude (g = 980.6199 gals.).
 LY0921
 LY0921.The modeled gravity was interpolated from observed gravity values.
 LY0921
 LY0921;                    North         East    Units  Estimated Accuracy
 LY0921;SPC NY E     -   341,000.      123,980.      MT  (+/- 180 meters Scaled)
 LY0921
 LY0921                          SUPERSEDED SURVEY CONTROL
 LY0921
 LY0921  NGVD 29 (??/??/92)  442.028  (m)         1450.22   (f) ADJ UNCH    2 0
 LY0921
 LY0921.Superseded values are not recommended for survey control.
 LY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0921.See file dsdata.txt to determine how the superseded data were derived.
 LY0921
 LY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM154391(NAD 83)
 LY0921_MARKER: DB = BENCH MARK DISK
 LY0921_SETTING: 80 = SET IN A BOULDER
 LY0921_SP_SET: BOULDER
 LY0921_STAMPING: A 260 1942
 LY0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0921+STABILITY: SURFACE MOTION
 LY0921
 LY0921  HISTORY     - Date     Condition        Report By
 LY0921  HISTORY     - 1942     MONUMENTED       CGS
 LY0921
 LY0921                          STATION DESCRIPTION
 LY0921
 LY0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0921'0.9 MI E FROM LIVINGSTON MANOR.
 LY0921'0.9 MILE EAST ALONG A MACADAM ROAD FROM THE CENTRAL HIGH SCHOOL
 LY0921'AT LIVINGSTON MANOR, SULLIVAN COUNTY, 0.1 MILE SOUTHEAST OF A
 LY0921'2-STORY WHITE HOUSE, 78 FEET SOUTHEAST OF POLE 3318, 93 FEET WEST
 LY0921'OF POLE 3319, 16.1 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 LY0921'IN THE TOP OF A BOULDER AND 3 FEET HIGHER THAN THE ROAD.  A
 LY0921'STANDARD DISK, STAMPED A 260 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0490 ***********************************************************************
 NA0490  DESIGNATION -  A 261
 NA0490  PID         -  NA0490
 NA0490  STATE/COUNTY-  NY/ULSTER
 NA0490  USGS QUAD   -  SHANDAKEN (1978)
 NA0490
 NA0490                         *CURRENT SURVEY CONTROL
 NA0490  ___________________________________________________________________
 NA0490* NAD 83(1986)-  42 00 09.     (N)    074 26 23.     (W)     SCALED    
 NA0490* NAVD 88     -       712.268  (meters)    2336.83   (feet)  ADJUSTED  
 NA0490  ___________________________________________________________________
 NA0490  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 NA0490  DYNAMIC HT  -         711.970 (meters)    2335.85  (feet)  COMP
 NA0490  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 NA0490
 NA0490  VERT ORDER  -  SECOND    CLASS 0
 NA0490
 NA0490.The horizontal coordinates were scaled from a topographic map and have
 NA0490.an estimated accuracy of +/- 6 seconds.
 NA0490
 NA0490.The orthometric height was determined by differential leveling
 NA0490.and adjusted by the National Geodetic Survey in June 1991..
 NA0490
 NA0490.The geoid height was determined by GEOID03.
 NA0490
 NA0490.The dynamic height is computed by dividing the NAVD 88
 NA0490.geopotential number by the normal gravity value computed on the
 NA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0490.degrees latitude (g = 980.6199 gals.).
 NA0490
 NA0490.The modeled gravity was interpolated from observed gravity values.
 NA0490
 NA0490;                    North         East    Units  Estimated Accuracy
 NA0490;SPC NY E     -   351,880.      154,990.      MT  (+/- 180 meters Scaled)
 NA0490
 NA0490                          SUPERSEDED SURVEY CONTROL
 NA0490
 NA0490  NGVD 29 (??/??/92)  712.413  (m)         2337.31   (f) ADJ UNCH    2 0
 NA0490
 NA0490.Superseded values are not recommended for survey control.
 NA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0490.See file dsdata.txt to determine how the superseded data were derived.
 NA0490
 NA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM463502(NAD 83)
 NA0490_MARKER: DB = BENCH MARK DISK
 NA0490_SETTING: 80 = SET IN A BOULDER
 NA0490_SP_SET: BOULDER
 NA0490_STAMPING: A 261 1942
 NA0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0490+STABILITY: SURFACE MOTION
 NA0490
 NA0490  HISTORY     - Date     Condition        Report By
 NA0490  HISTORY     - 1942     MONUMENTED       CGS
 NA0490  HISTORY     - 1986     GOOD             USPSQD
 NA0490
 NA0490                          STATION DESCRIPTION
 NA0490
 NA0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0490'4.9 MI NE FROM BRANCH.
 NA0490'4.9 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BRANCH,
 NA0490'ULSTER COUNTY, 96 FEET NORTHWEST ACROSS THE ROAD FROM THE WEST CORNER
 NA0490'OF A LOG CABIN, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.4 FEET
 NA0490'NORTHWEST OF A TWIN BIRCH TREE, IN THE TOP OF A BOULDER, AND 2 FEET
 NA0490'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 261 1942.
 NA0490
 NA0490                          STATION RECOVERY (1986)
 NA0490
 NA0490'RECOVERY NOTE BY US POWER SQUADRON 1986 (CBS)
 NA0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0957 ***********************************************************************
 LY0957  DESIGNATION -  A 262
 LY0957  PID         -  LY0957
 LY0957  STATE/COUNTY-  NY/SULLIVAN
 LY0957  USGS QUAD   -  LIBERTY EAST (1982)
 LY0957
 LY0957                         *CURRENT SURVEY CONTROL
 LY0957  ___________________________________________________________________
 LY0957* NAD 83(1986)-  41 50 16.     (N)    074 39 29.     (W)     SCALED    
 LY0957* NAVD 88     -       395.621  (meters)    1297.97   (feet)  POSTED    
 LY0957  ___________________________________________________________________
 LY0957  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LY0957  DYNAMIC HT  -         395.460 (meters)    1297.44  (feet)  COMP
 LY0957  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 LY0957
 LY0957  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0957
 LY0957.The horizontal coordinates were scaled from a topographic map and have
 LY0957.an estimated accuracy of +/- 6 seconds.
 LY0957
 LY0957.The orthometric height was determined by differential leveling
 LY0957.and adjusted by the National Geodetic Survey in 1992..
 LY0957.No vertical observational check was made to the station.
 LY0957.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0957.was located on a no-check spur therefore a value was not computed.
 LY0957
 LY0957.The geoid height was determined by GEOID03.
 LY0957
 LY0957.The dynamic height is computed by dividing the NAVD 88
 LY0957.geopotential number by the normal gravity value computed on the
 LY0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0957.degrees latitude (g = 980.6199 gals.).
 LY0957
 LY0957.The modeled gravity was interpolated from observed gravity values.
 LY0957
 LY0957;                    North         East    Units  Estimated Accuracy
 LY0957;SPC NY E     -   333,600.      136,870.      MT  (+/- 180 meters Scaled)
 LY0957
 LY0957                          SUPERSEDED SURVEY CONTROL
 LY0957
 LY0957  NGVD 29 (??/??/92)  395.788  (m)         1298.51   (f) ADJ UNCH    2 0
 LY0957
 LY0957.Superseded values are not recommended for survey control.
 LY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0957.See file dsdata.txt to determine how the superseded data were derived.
 LY0957
 LY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM283318(NAD 83)
 LY0957_MARKER: DB = BENCH MARK DISK
 LY0957_SETTING: 80 = SET IN A BOULDER
 LY0957_SP_SET: BOULDER
 LY0957_STAMPING: A 262 1942
 LY0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0957+STABILITY: SURFACE MOTION
 LY0957
 LY0957  HISTORY     - Date     Condition        Report By
 LY0957  HISTORY     - 1942     MONUMENTED       CGS
 LY0957
 LY0957                          STATION DESCRIPTION
 LY0957
 LY0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0957'5 MI W FROM CURRY.
 LY0957'5.0 MILES WEST ALONG STATE HIGHWAY 55 FROM THE T-JUNCTION OF A
 LY0957'MACADAM ROAD AT CURRY, SULLIVAN COUNTY, 150 FEET SOUTHEAST OF
 LY0957'THE SOUTHEAST CORNER OF A 1-STORY WHITE HOUSE, 56.9 FEET SOUTH
 LY0957'OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE HOUSE, 61 FEET
 LY0957'SOUTHWEST ACROSS THE HIGHWAY FROM POLE 255, 17.2 FEET WEST OF
 LY0957'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A BOULDER, AND 2
 LY0957'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 262
 LY0957'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0950 ***********************************************************************
 NA0950  DESIGNATION -  A 263
 NA0950  PID         -  NA0950
 NA0950  STATE/COUNTY-  NY/OTSEGO
 NA0950  USGS QUAD   -  SCHENEVUS (1994)
 NA0950
 NA0950                         *CURRENT SURVEY CONTROL
 NA0950  ___________________________________________________________________
 NA0950* NAD 83(1986)-  42 32 28.     (N)    074 49 25.     (W)     SCALED    
 NA0950* NAVD 88     -       398.492  (meters)    1307.39   (feet)  ADJUSTED  
 NA0950  ___________________________________________________________________
 NA0950  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NA0950  DYNAMIC HT  -         398.344 (meters)    1306.90  (feet)  COMP
 NA0950  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 NA0950
 NA0950  VERT ORDER  -  SECOND    CLASS 0
 NA0950
 NA0950.The horizontal coordinates were scaled from a topographic map and have
 NA0950.an estimated accuracy of +/- 6 seconds.
 NA0950
 NA0950.The orthometric height was determined by differential leveling
 NA0950.and adjusted by the National Geodetic Survey in June 1991..
 NA0950
 NA0950.The geoid height was determined by GEOID03.
 NA0950
 NA0950.The dynamic height is computed by dividing the NAVD 88
 NA0950.geopotential number by the normal gravity value computed on the
 NA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0950.degrees latitude (g = 980.6199 gals.).
 NA0950
 NA0950.The modeled gravity was interpolated from observed gravity values.
 NA0950
 NA0950;                    North         East    Units  Estimated Accuracy
 NA0950;SPC NY E     -   411,750.      123,420.      MT  (+/- 180 meters Scaled)
 NA0950
 NA0950                          SUPERSEDED SURVEY CONTROL
 NA0950
 NA0950  NGVD 29 (??/??/92)  398.596  (m)         1307.73   (f) ADJ UNCH    2 0
 NA0950
 NA0950.Superseded values are not recommended for survey control.
 NA0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0950.See file dsdata.txt to determine how the superseded data were derived.
 NA0950
 NA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN144098(NAD 83)
 NA0950_MARKER: DB = BENCH MARK DISK
 NA0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0950_STAMPING: A 263 1942
 NA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0950+STABILITY: SURFACE MOTION
 NA0950
 NA0950  HISTORY     - Date     Condition        Report By
 NA0950  HISTORY     - 1942     MONUMENTED       CGS
 NA0950  HISTORY     - 19890901 MARK NOT FOUND   USGS
 NA0950
 NA0950                          STATION DESCRIPTION
 NA0950
 NA0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0950'0.5 MI SW FROM SCHENEVUS.
 NA0950'0.1 MILE EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0950'AT SCHENEVUS, THENCE 0.4 MILE SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT
 NA0950'200 FEET SOUTH OF A Y INTERSECTION OF 2 BLACK TOP ROADS, 30 FEET EAST
 NA0950'OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF THE WEST EDGE OF, AN
 NA0950'OUTCROPPING BOULDER, 2.5 FEET WEST OF A RIGHT-OF-WAY FENCE, AND 1 1/2
 NA0950'FEET NORTH OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 NA0950'TOP OF A CONCRETE POST.
 NA0950
 NA0950                          STATION RECOVERY (1989)
 NA0950
 NA0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RC)
 NA0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0541 ***********************************************************************
 NA0541  DESIGNATION -  A 264
 NA0541  PID         -  NA0541
 NA0541  STATE/COUNTY-  NY/SCHOHARIE
 NA0541  USGS QUAD   -  STAMFORD (1982)
 NA0541
 NA0541                         *CURRENT SURVEY CONTROL
 NA0541  ___________________________________________________________________
 NA0541* NAD 83(1986)-  42 29 23.     (N)    074 33 08.     (W)     SCALED    
 NA0541* NAVD 88     -       569.470  (meters)    1868.34   (feet)  ADJUSTED  
 NA0541  ___________________________________________________________________
 NA0541  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 NA0541  DYNAMIC HT  -         569.263 (meters)    1867.66  (feet)  COMP
 NA0541  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 NA0541
 NA0541  VERT ORDER  -  SECOND    CLASS 0
 NA0541
 NA0541.The horizontal coordinates were scaled from a topographic map and have
 NA0541.an estimated accuracy of +/- 6 seconds.
 NA0541
 NA0541.The orthometric height was determined by differential leveling
 NA0541.and adjusted by the National Geodetic Survey in June 1991..
 NA0541
 NA0541.The geoid height was determined by GEOID03.
 NA0541
 NA0541.The dynamic height is computed by dividing the NAVD 88
 NA0541.geopotential number by the normal gravity value computed on the
 NA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0541.degrees latitude (g = 980.6199 gals.).
 NA0541
 NA0541.The modeled gravity was interpolated from observed gravity values.
 NA0541
 NA0541;                    North         East    Units  Estimated Accuracy
 NA0541;SPC NY E     -   405,990.      145,710.      MT  (+/- 180 meters Scaled)
 NA0541
 NA0541                          SUPERSEDED SURVEY CONTROL
 NA0541
 NA0541  NGVD 29 (??/??/92)  569.600  (m)         1868.76   (f) ADJ UNCH    2 0
 NA0541
 NA0541.Superseded values are not recommended for survey control.
 NA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0541.See file dsdata.txt to determine how the superseded data were derived.
 NA0541
 NA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN367042(NAD 83)
 NA0541_MARKER: DB = BENCH MARK DISK
 NA0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0541_SP_SET: CULVERT
 NA0541_STAMPING: A 264 1942
 NA0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0541
 NA0541  HISTORY     - Date     Condition        Report By
 NA0541  HISTORY     - 1942     MONUMENTED       CGS
 NA0541
 NA0541                          STATION DESCRIPTION
 NA0541
 NA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0541'3.0 MI E FROM JEFFERSON.
 NA0541'0.6 MILE EAST ALONG STATE HIGHWAY NO. 10 FROM THE JEFFERSON CENTRAL
 NA0541'SCHOOL AT JEFFERSON, THENCE 2.4 MILES EAST ALONG A BLACK TOP ROAD, AT
 NA0541'A 2-BY 2-FOOT BOX CULVERT.  A STANDARD DISK, SET IN THE TOP OF THE
 NA0541'CENTER OF THE SOUTH HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0968 ***********************************************************************
 NA0968  DESIGNATION -  A 265
 NA0968  PID         -  NA0968
 NA0968  STATE/COUNTY-  NY/SCHOHARIE
 NA0968  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0968
 NA0968                         *CURRENT SURVEY CONTROL
 NA0968  ___________________________________________________________________
 NA0968* NAD 83(1986)-  42 38 37.     (N)    074 32 09.     (W)     SCALED    
 NA0968* NAVD 88     -       306.940  (meters)    1007.02   (feet)  ADJUSTED  
 NA0968  ___________________________________________________________________
 NA0968  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NA0968  DYNAMIC HT  -         306.840 (meters)    1006.69  (feet)  COMP
 NA0968  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NA0968
 NA0968  VERT ORDER  -  SECOND    CLASS 0
 NA0968
 NA0968.The horizontal coordinates were scaled from a topographic map and have
 NA0968.an estimated accuracy of +/- 6 seconds.
 NA0968
 NA0968.The orthometric height was determined by differential leveling
 NA0968.and adjusted by the National Geodetic Survey in June 1991..
 NA0968
 NA0968.The geoid height was determined by GEOID03.
 NA0968
 NA0968.The dynamic height is computed by dividing the NAVD 88
 NA0968.geopotential number by the normal gravity value computed on the
 NA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0968.degrees latitude (g = 980.6199 gals.).
 NA0968
 NA0968.The modeled gravity was interpolated from observed gravity values.
 NA0968
 NA0968;                    North         East    Units  Estimated Accuracy
 NA0968;SPC NY E     -   423,090.      147,060.      MT  (+/- 180 meters Scaled)
 NA0968
 NA0968                          SUPERSEDED SURVEY CONTROL
 NA0968
 NA0968  NGVD 29 (??/??/92)  307.061  (m)         1007.42   (f) ADJ UNCH    2 0
 NA0968
 NA0968.Superseded values are not recommended for survey control.
 NA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0968.See file dsdata.txt to determine how the superseded data were derived.
 NA0968
 NA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN380213(NAD 83)
 NA0968_MARKER: DB = BENCH MARK DISK
 NA0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0968_SP_SET: BRIDGE ABUTMENT
 NA0968_STAMPING: A 265 1942
 NA0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0968
 NA0968  HISTORY     - Date     Condition        Report By
 NA0968  HISTORY     - 1942     MONUMENTED       CGS
 NA0968  HISTORY     - 1964     GOOD             LDA
 NA0968
 NA0968                          STATION DESCRIPTION
 NA0968
 NA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0968'1.6 MI NE FROM RICHMONDVILLE.
 NA0968'1.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 NA0968'RICHMONDVILLE, AT A CONCRETE BRIDGE.  A STANDARD DISK, SET IN THE TOP
 NA0968'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, AND 16.3 FEET
 NA0968'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 NA0968
 NA0968                          STATION RECOVERY (1964)
 NA0968
 NA0968'RECOVERY NOTE BY L DICKERSON ASSOC 1964
 NA0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH2301 ***********************************************************************
 AH2301  DESIGNATION -  A 265 RESET
 AH2301  PID         -  AH2301
 AH2301  STATE/COUNTY-  NY/SCHOHARIE
 AH2301  USGS QUAD   -  RICHMONDVILLE (1994)
 AH2301
 AH2301                         *CURRENT SURVEY CONTROL
 AH2301  ___________________________________________________________________
 AH2301* NAD 83(1986)-  42 38 37.     (N)    074 32 09.     (W)     SCALED    
 AH2301* NAVD 88     -       306.91   (meters)    1006.9    (feet)  RESET     
 AH2301  ___________________________________________________________________
 AH2301  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AH2301
 AH2301  VERT ORDER  -  THIRD
 AH2301
 AH2301.The horizontal coordinates were scaled from a topographic map and have
 AH2301.an estimated accuracy of +/- 6 seconds.
 AH2301
 AH2301.The orthometric height was computed from unverified reset data.
 AH2301
 AH2301.The geoid height was determined by GEOID03.
 AH2301
 AH2301;                    North         East    Units  Estimated Accuracy
 AH2301;SPC NY E     -   423,090.      147,060.      MT  (+/- 180 meters Scaled)
 AH2301
 AH2301                          SUPERSEDED SURVEY CONTROL
 AH2301
 AH2301.No superseded survey control is available for this station.
 AH2301
 AH2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN380213(NAD 83)
 AH2301_MARKER: DV = VERTICAL CONTROL DISK
 AH2301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2301_SP_SET: BRIDGE ABUTMENT
 AH2301_STAMPING: A 265 RESET 1996
 AH2301_MARK LOGO: NGS   
 AH2301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2301+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 AH2301
 AH2301  HISTORY     - Date     Condition        Report By
 AH2301  HISTORY     - 1996     MONUMENTED       NYDT
 AH2301  HISTORY     - 20021001 GOOD             NYSS
 AH2301
 AH2301                          STATION DESCRIPTION
 AH2301
 AH2301'DESCRIBED BY NY DEPT OF TRANSP 1996 (JG)
 AH2301'1.6 MILES (2.6 KM) NORTHEAST ALONG STATE HIGHWAY NO 7 FROM THE POST
 AH2301'OFFICE IN RICHMONDVILLE, AT A CONCRETE BRIDGE.  A STANDARD DISK SET IN
 AH2301'THE SOUTHEAST END OF NORTHEAST CONCRETE ABUTMENT AND 16.3 FEET (5.0 M)
 AH2301'SOUTHEAST OF CENTERLINE OF THE HIGHWAY.
 AH2301
 AH2301                          STATION RECOVERY (2002)
 AH2301
 AH2301'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 AH2301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0325 ***********************************************************************
 NA0325  DESIGNATION -  A 266
 NA0325  PID         -  NA0325
 NA0325  STATE/COUNTY-  NY/GREENE
 NA0325  USGS QUAD   -  ASHLAND (1980)
 NA0325
 NA0325                         *CURRENT SURVEY CONTROL
 NA0325  ___________________________________________________________________
 NA0325* NAD 83(1986)-  42 18 14.     (N)    074 16 54.     (W)     SCALED    
 NA0325* NAVD 88     -       450.626  (meters)    1478.43   (feet)  ADJUSTED  
 NA0325  ___________________________________________________________________
 NA0325  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NA0325  DYNAMIC HT  -         450.463 (meters)    1477.89  (feet)  COMP
 NA0325  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 NA0325
 NA0325  VERT ORDER  -  SECOND    CLASS 0
 NA0325
 NA0325.The horizontal coordinates were scaled from a topographic map and have
 NA0325.an estimated accuracy of +/- 6 seconds.
 NA0325
 NA0325.The orthometric height was determined by differential leveling
 NA0325.and adjusted by the National Geodetic Survey in June 1991..
 NA0325
 NA0325.The geoid height was determined by GEOID03.
 NA0325
 NA0325.The dynamic height is computed by dividing the NAVD 88
 NA0325.geopotential number by the normal gravity value computed on the
 NA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0325.degrees latitude (g = 980.6199 gals.).
 NA0325
 NA0325.The modeled gravity was interpolated from observed gravity values.
 NA0325
 NA0325;                    North         East    Units  Estimated Accuracy
 NA0325;SPC NY E     -   385,380.      168,000.      MT  (+/- 180 meters Scaled)
 NA0325
 NA0325                          SUPERSEDED SURVEY CONTROL
 NA0325
 NA0325  NGVD 29 (??/??/92)  450.81   (m)         1479.0    (f) COMPUTED    2 0
 NA0325
 NA0325.Superseded values are not recommended for survey control.
 NA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0325.See file dsdata.txt to determine how the superseded data were derived.
 NA0325
 NA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM592837(NAD 83)
 NA0325_MARKER: DB = BENCH MARK DISK
 NA0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0325_SP_SET: CULVERT
 NA0325_STAMPING: A 266 1942
 NA0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0325
 NA0325  HISTORY     - Date     Condition        Report By
 NA0325  HISTORY     - 1942     MONUMENTED       CGS
 NA0325
 NA0325                          STATION DESCRIPTION
 NA0325
 NA0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0325'1.6 MI W FROM WINDHAM.
 NA0325'ABOUT 1.6 MILES WEST ALONG HIGHWAY NO. 23 FROM THE POST OFFICE AT
 NA0325'WINDHAM, 82 FEET SOUTHWEST OF THE WEST CORNER OF A 2-STORY FRAME
 NA0325'HOUSE, 20.5 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE HAY BARN,
 NA0325'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, A STANDARD DISK SET
 NA0325'IN THE CENTER OF THE SOUTH HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0326 ***********************************************************************
 NA0326  DESIGNATION -  A 266 RESET 1948
 NA0326  PID         -  NA0326
 NA0326  STATE/COUNTY-  NY/GREENE
 NA0326  USGS QUAD   -  ASHLAND (1980)
 NA0326
 NA0326                         *CURRENT SURVEY CONTROL
 NA0326  ___________________________________________________________________
 NA0326* NAD 83(1986)-  42 18 14.     (N)    074 16 54.     (W)     SCALED    
 NA0326* NAVD 88     -       450.48   (+/-2cm)    1477.9    (feet)  VERTCON   
 NA0326  ___________________________________________________________________
 NA0326  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NA0326
 NA0326  VERT ORDER  -  THIRD (See Below)
 NA0326
 NA0326.The horizontal coordinates were scaled from a topographic map and have
 NA0326.an estimated accuracy of +/- 6 seconds.
 NA0326
 NA0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0326.The vertical order pertains to the NGVD 29 superseded value.
 NA0326
 NA0326.The geoid height was determined by GEOID03.
 NA0326
 NA0326;                    North         East    Units  Estimated Accuracy
 NA0326;SPC NY E     -   385,380.      168,000.      MT  (+/- 180 meters Scaled)
 NA0326
 NA0326                          SUPERSEDED SURVEY CONTROL
 NA0326
 NA0326  NGVD 29 (??/??/??)  450.66   (m)         1478.5    (f) RESET       3  
 NA0326
 NA0326.Superseded values are not recommended for survey control.
 NA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0326.See file dsdata.txt to determine how the superseded data were derived.
 NA0326
 NA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM592837(NAD 83)
 NA0326_MARKER: DB = BENCH MARK DISK
 NA0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0326_SP_SET: CULVERT
 NA0326_STAMPING: A 266 RESET 1948
 NA0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0326
 NA0326  HISTORY     - Date     Condition        Report By
 NA0326  HISTORY     - 1948     MONUMENTED       CGS
 NA0326  HISTORY     - 1977     GOOD             CTMALE
 NA0326
 NA0326                          STATION DESCRIPTION
 NA0326
 NA0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NA0326'1.6 MI W FROM WINDHAM.
 NA0326'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 NA0326'WINDHAM, GREENE COUNTY, SOUTHWEST OF A TWO-STORY FRAME HOUSE, AT A 4-
 NA0326'BY 4-FOOT CONCRETE-BOX CULVERT, AND IN THE TOP OF THE SOUTH HEAD
 NA0326'WALL. A STANDARD DISK, STAMPED A 266 RESET 1948.
 NA0326
 NA0326                          STATION RECOVERY (1977)
 NA0326
 NA0326'RECOVERY NOTE BY C T MALE ASSOCIATES 1977
 NA0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0323 ***********************************************************************
 NA0323  DESIGNATION -  A 267
 NA0323  PID         -  NA0323
 NA0323  STATE/COUNTY-  NY/GREENE
 NA0323  USGS QUAD   -  GREENVILLE (1980)
 NA0323
 NA0323                         *CURRENT SURVEY CONTROL
 NA0323  ___________________________________________________________________
 NA0323* NAD 83(1986)-  42 24 44.     (N)    074 02 07.     (W)     SCALED    
 NA0323* NAVD 88     -       207.179  (meters)     679.72   (feet)  ADJUSTED  
 NA0323  ___________________________________________________________________
 NA0323  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA0323  DYNAMIC HT  -         207.112 (meters)     679.50  (feet)  COMP
 NA0323  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NA0323
 NA0323  VERT ORDER  -  SECOND    CLASS 0
 NA0323
 NA0323.The horizontal coordinates were scaled from a topographic map and have
 NA0323.an estimated accuracy of +/- 6 seconds.
 NA0323
 NA0323.The orthometric height was determined by differential leveling
 NA0323.and adjusted by the National Geodetic Survey in June 1991..
 NA0323
 NA0323.The geoid height was determined by GEOID03.
 NA0323
 NA0323.The dynamic height is computed by dividing the NAVD 88
 NA0323.geopotential number by the normal gravity value computed on the
 NA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0323.degrees latitude (g = 980.6199 gals.).
 NA0323
 NA0323.The modeled gravity was interpolated from observed gravity values.
 NA0323
 NA0323;                    North         East    Units  Estimated Accuracy
 NA0323;SPC NY E     -   397,490.      188,250.      MT  (+/- 180 meters Scaled)
 NA0323
 NA0323                          SUPERSEDED SURVEY CONTROL
 NA0323
 NA0323  NGVD 29 (??/??/92)  207.388  (m)          680.41   (f) ADJ UNCH    2 0
 NA0323
 NA0323.Superseded values are not recommended for survey control.
 NA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0323.See file dsdata.txt to determine how the superseded data were derived.
 NA0323
 NA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM793959(NAD 83)
 NA0323_MARKER: DB = BENCH MARK DISK
 NA0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0323_SP_SET: BRIDGE
 NA0323_STAMPING: A 267 1942
 NA0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0323
 NA0323  HISTORY     - Date     Condition        Report By
 NA0323  HISTORY     - 1942     MONUMENTED       CGS
 NA0323
 NA0323                          STATION DESCRIPTION
 NA0323
 NA0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0323'0.7 MI W FROM GREENVILLE.
 NA0323'ABOUT 0.7 MILE WEST ALONG HIGHWAY NO. 81 FROM THE POST OFFICE AT
 NA0323'GREENVILLE, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, A U.S.C.
 NA0323'AND G.S., DISK SET IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF
 NA0323'A BRIDGE OVER BASIC CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0268 ***********************************************************************
 NA0268  DESIGNATION -  A 268
 NA0268  PID         -  NA0268
 NA0268  STATE/COUNTY-  NY/SCHOHARIE
 NA0268  USGS QUAD   -  GILBOA (1980)
 NA0268
 NA0268                         *CURRENT SURVEY CONTROL
 NA0268  ___________________________________________________________________
 NA0268* NAD 83(1986)-  42 27 53.     (N)    074 25 07.     (W)     SCALED    
 NA0268* NAVD 88     -       533.635  (meters)    1750.77   (feet)  ADJUSTED  
 NA0268  ___________________________________________________________________
 NA0268  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 NA0268  DYNAMIC HT  -         533.451 (meters)    1750.16  (feet)  COMP
 NA0268  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 NA0268
 NA0268  VERT ORDER  -  SECOND    CLASS 0
 NA0268
 NA0268.The horizontal coordinates were scaled from a topographic map and have
 NA0268.an estimated accuracy of +/- 6 seconds.
 NA0268
 NA0268.The orthometric height was determined by differential leveling
 NA0268.and adjusted by the National Geodetic Survey in June 1991..
 NA0268
 NA0268.The geoid height was determined by GEOID03.
 NA0268
 NA0268.The dynamic height is computed by dividing the NAVD 88
 NA0268.geopotential number by the normal gravity value computed on the
 NA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0268.degrees latitude (g = 980.6199 gals.).
 NA0268
 NA0268.The modeled gravity was interpolated from observed gravity values.
 NA0268
 NA0268;                    North         East    Units  Estimated Accuracy
 NA0268;SPC NY E     -   403,220.      156,690.      MT  (+/- 180 meters Scaled)
 NA0268
 NA0268                          SUPERSEDED SURVEY CONTROL
 NA0268
 NA0268  NGVD 29 (??/??/92)  533.779  (m)         1751.24   (f) ADJ UNCH    2 0
 NA0268
 NA0268.Superseded values are not recommended for survey control.
 NA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0268.See file dsdata.txt to determine how the superseded data were derived.
 NA0268
 NA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN477015(NAD 83)
 NA0268_MARKER: DB = BENCH MARK DISK
 NA0268_SETTING: 66 = SET IN ROCK OUTCROP
 NA0268_SP_SET: ROCK OUTCROP
 NA0268_STAMPING: A 268 1942
 NA0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0268+STABILITY: POSITION/ELEVATION WELL
 NA0268
 NA0268  HISTORY     - Date     Condition        Report By
 NA0268  HISTORY     - 1942     MONUMENTED       CGS
 NA0268  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 NA0268
 NA0268                          STATION DESCRIPTION
 NA0268
 NA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0268'2.2 MI NE FROM NORTH BLENHEIM.
 NA0268'ABOUT 2.2 MILES NORTHEAST ALONG A MOUNTAIN ROAD FROM THE SCHOHARIE
 NA0268'CREEK BRIDGE AT NORTH BLENHEIM, ABOUT 150 FEET NORTH OF THE CENTER
 NA0268'LINE OF A CROSS-ROAD, 90 FEET NORTH OF THE NORTHWEST CORNER OF THE E.
 NA0268'BREMER FARM HOUSE, 13 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 NA0268'A U.S.C. AND G.S. DISK SET IN ROCK OUTCROP ABOUT 1.5 FEET ABOVE THE
 NA0268'ROAD.
 NA0268
 NA0268                          STATION RECOVERY (1977)
 NA0268
 NA0268'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NA0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0077 ***********************************************************************
 LY0077  DESIGNATION -  A 269
 LY0077  PID         -  LY0077
 LY0077  STATE/COUNTY-  NY/ULSTER
 LY0077  USGS QUAD   -  PEEKAMOOSE MTN (1969)
 LY0077
 LY0077                         *CURRENT SURVEY CONTROL
 LY0077  ___________________________________________________________________
 LY0077* NAD 83(1986)-  41 53 09.     (N)    074 25 58.     (W)     SCALED    
 LY0077* NAVD 88     -       450.765  (meters)    1478.88   (feet)  ADJUSTED  
 LY0077  ___________________________________________________________________
 LY0077  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LY0077  DYNAMIC HT  -         450.583 (meters)    1478.29  (feet)  COMP
 LY0077  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 LY0077
 LY0077  VERT ORDER  -  SECOND    CLASS 0
 LY0077
 LY0077.The horizontal coordinates were scaled from a topographic map and have
 LY0077.an estimated accuracy of +/- 6 seconds.
 LY0077
 LY0077.The orthometric height was determined by differential leveling
 LY0077.and adjusted by the National Geodetic Survey in June 1991..
 LY0077
 LY0077.The geoid height was determined by GEOID03.
 LY0077
 LY0077.The dynamic height is computed by dividing the NAVD 88
 LY0077.geopotential number by the normal gravity value computed on the
 LY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0077.degrees latitude (g = 980.6199 gals.).
 LY0077
 LY0077.The modeled gravity was interpolated from observed gravity values.
 LY0077
 LY0077;                    North         East    Units  Estimated Accuracy
 LY0077;SPC NY E     -   338,920.      155,580.      MT  (+/- 180 meters Scaled)
 LY0077
 LY0077                          SUPERSEDED SURVEY CONTROL
 LY0077
 LY0077  NGVD 29 (??/??/92)  450.957  (m)         1479.51   (f) ADJ UNCH    2 0
 LY0077
 LY0077.Superseded values are not recommended for survey control.
 LY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0077.See file dsdata.txt to determine how the superseded data were derived.
 LY0077
 LY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM470372(NAD 83)
 LY0077_MARKER: DB = BENCH MARK DISK
 LY0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0077_STAMPING: A 269 1942
 LY0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0077+STABILITY: SURFACE MOTION
 LY0077
 LY0077  HISTORY     - Date     Condition        Report By
 LY0077  HISTORY     - 1942     MONUMENTED       CGS
 LY0077
 LY0077                          STATION DESCRIPTION
 LY0077
 LY0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0077'2.1 MI E FROM SUNDOWN.
 LY0077'2.1 MILES EAST ALONG A MACADAM ROAD FROM THE POST OFFICE AT SUNDOWN,
 LY0077'ULSTER COUNTY, 0.1 MILE SOUTHWEST OF A 1-STORY BUNGALOW, 62
 LY0077'FEET WEST OF THE CENTERLINE OF THE MACADAM ROAD, 12 FEET NORTH
 LY0077'OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST, 16.9 FEET
 LY0077'WEST OF A TWIN MAPLE TREE, 2 FEET FROM A WHITE WOODEN WITNESS
 LY0077'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 269 1942
 LY0077'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1005 ***********************************************************************
 OF1005  DESIGNATION -  A 27
 OF1005  PID         -  OF1005
 OF1005  STATE/COUNTY-  NY/MONROE
 OF1005  USGS QUAD   -  PITTSFORD (1978)
 OF1005
 OF1005                         *CURRENT SURVEY CONTROL
 OF1005  ___________________________________________________________________
 OF1005* NAD 83(1986)-  43 15 16.     (N)    077 36 39.     (W)     SCALED    
 OF1005* NAVD 88     -        84.900  (meters)     278.54   (feet)  ADJUSTED  
 OF1005  ___________________________________________________________________
 OF1005  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OF1005  DYNAMIC HT  -          84.880 (meters)     278.48  (feet)  COMP
 OF1005  MODELED GRAV-     980,383.8   (mgal)                       NAVD 88
 OF1005
 OF1005  VERT ORDER  -  FIRST     CLASS II
 OF1005
 OF1005.The horizontal coordinates were scaled from a topographic map and have
 OF1005.an estimated accuracy of +/- 6 seconds.
 OF1005
 OF1005.The orthometric height was determined by differential leveling
 OF1005.and adjusted by the National Geodetic Survey in September 1994..
 OF1005
 OF1005.The geoid height was determined by GEOID03.
 OF1005
 OF1005.The dynamic height is computed by dividing the NAVD 88
 OF1005.geopotential number by the normal gravity value computed on the
 OF1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1005.degrees latitude (g = 980.6199 gals.).
 OF1005
 OF1005.The modeled gravity was interpolated from observed gravity values.
 OF1005
 OF1005;                    North         East    Units  Estimated Accuracy
 OF1005;SPC NY W     -   361,900.      428,970.      MT  (+/- 180 meters Scaled)
 OF1005
 OF1005                          SUPERSEDED SURVEY CONTROL
 OF1005
 OF1005  NAVD 88 (06/15/91)   84.912  (m)          278.58   (f) UNKNOWN     1 2
 OF1005  NGVD 29 (??/??/92)   85.101  (m)          279.20   (f) ADJ UNCH    1 2
 OF1005
 OF1005.Superseded values are not recommended for survey control.
 OF1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1005.See file dsdata.txt to determine how the superseded data were derived.
 OF1005
 OF1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN880923(NAD 83)
 OF1005_MARKER: DD = SURVEY DISK
 OF1005_SETTING: 0 = UNSPECIFIED SETTING
 OF1005_STAMPING: A 27
 OF1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1005
 OF1005  HISTORY     - Date     Condition        Report By
 OF1005  HISTORY     - UNK      MONUMENTED       CGS
 OF1005  HISTORY     - 1941     GOOD             NGS
 OF1005  HISTORY     - 1971     MARK NOT FOUND   USGS
 OF1005
 OF1005                          STATION DESCRIPTION
 OF1005
 OF1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OF1005'AT CHARLOTTE.
 OF1005'A STANDARD BENCH MARK OF THE CITY OF ROCHESTER, N.Y., LOCATED AT
 OF1005'THE OVERHEAD CROSSING OF BROADWAY STREET OVER THE NEW YORK CENTRAL
 OF1005'RAILROAD, ON THE WEST SIDE OF THE STREET AND ABOUT 16 FEET NORTH
 OF1005'OF THE NORTH END OF THE BRIDGE, IN LINE WITH THE RIGHT-OF-WAY FENCE
 OF1005'AND ABOUT 3 FEET EAST OF THE SIDEWALK.
 OF1005
 OF1005                          STATION RECOVERY (1971)
 OF1005
 OF1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OF1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0740 ***********************************************************************
 NA0740  DESIGNATION -  A 270
 NA0740  PID         -  NA0740
 NA0740  STATE/COUNTY-  NY/DELAWARE
 NA0740  USGS QUAD   -  ARENA (1982)
 NA0740
 NA0740                         *CURRENT SURVEY CONTROL
 NA0740  ___________________________________________________________________
 NA0740* NAD 83(1986)-  42 04 18.     (N)    074 41 37.     (W)     SCALED    
 NA0740* NAVD 88     -       689.703  (meters)    2262.80   (feet)  ADJUSTED  
 NA0740  ___________________________________________________________________
 NA0740  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 NA0740  DYNAMIC HT  -         689.446 (meters)    2261.96  (feet)  COMP
 NA0740  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 NA0740
 NA0740  VERT ORDER  -  SECOND    CLASS 0
 NA0740
 NA0740.The horizontal coordinates were scaled from a topographic map and have
 NA0740.an estimated accuracy of +/- 6 seconds.
 NA0740
 NA0740.The orthometric height was determined by differential leveling
 NA0740.and adjusted by the National Geodetic Survey in June 1991..
 NA0740
 NA0740.The geoid height was determined by GEOID03.
 NA0740
 NA0740.The dynamic height is computed by dividing the NAVD 88
 NA0740.geopotential number by the normal gravity value computed on the
 NA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0740.degrees latitude (g = 980.6199 gals.).
 NA0740
 NA0740.The modeled gravity was interpolated from observed gravity values.
 NA0740
 NA0740;                    North         East    Units  Estimated Accuracy
 NA0740;SPC NY E     -   359,580.      133,980.      MT  (+/- 180 meters Scaled)
 NA0740
 NA0740                          SUPERSEDED SURVEY CONTROL
 NA0740
 NA0740  NGVD 29 (??/??/92)  689.876  (m)         2263.37   (f) ADJ UNCH    2 0
 NA0740
 NA0740.Superseded values are not recommended for survey control.
 NA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0740.See file dsdata.txt to determine how the superseded data were derived.
 NA0740
 NA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM253577(NAD 83)
 NA0740_MARKER: DB = BENCH MARK DISK
 NA0740_SETTING: 80 = SET IN A BOULDER
 NA0740_SP_SET: BOULDER
 NA0740_STAMPING: A 270 1942
 NA0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0740+STABILITY: SURFACE MOTION
 NA0740
 NA0740  HISTORY     - Date     Condition        Report By
 NA0740  HISTORY     - 1942     MONUMENTED       CGS
 NA0740
 NA0740                          STATION DESCRIPTION
 NA0740
 NA0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0740'4.1 MI N FROM TURNWOOD.
 NA0740'IN DELAWARE COUNTY, 4.1 MILES NORTH ALONG A DIRT ROAD FROM THE
 NA0740'T-JUNCTION AT TURNWOOD, ULSTER COUNTY, 0.1 MILE NORTHWEST OF THE
 NA0740'NORTHWEST CORNER OF A ROCK FENCE, 325 FEET SOUTH OF THE SOUTH CORNER
 NA0740'OF A 2-STORY WHITE HOUSE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 NA0740'ROAD, 36 FEET WEST OF AN APPLE TREE, IN THE TOP OF A BOULDER, AND 3
 NA0740'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A 270 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0027 ***********************************************************************
 LY0027  DESIGNATION -  A 271
 LY0027  PID         -  LY0027
 LY0027  STATE/COUNTY-  NY/ULSTER
 LY0027  USGS QUAD   -  RONDOUT RESERVOIR (1978)
 LY0027
 LY0027                         *CURRENT SURVEY CONTROL
 LY0027  ___________________________________________________________________
 LY0027* NAD 83(1986)-  41 45 19.     (N)    074 22 54.     (W)     SCALED    
 LY0027* NAVD 88     -       180.673  (meters)     592.76   (feet)  ADJUSTED  
 LY0027  ___________________________________________________________________
 LY0027  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LY0027  DYNAMIC HT  -         180.606 (meters)     592.54  (feet)  COMP
 LY0027  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 LY0027
 LY0027  VERT ORDER  -  SECOND    CLASS 0
 LY0027
 LY0027.The horizontal coordinates were scaled from a topographic map and have
 LY0027.an estimated accuracy of +/- 6 seconds.
 LY0027
 LY0027.The orthometric height was determined by differential leveling
 LY0027.and adjusted by the National Geodetic Survey in June 1991..
 LY0027
 LY0027.The geoid height was determined by GEOID03.
 LY0027
 LY0027.The dynamic height is computed by dividing the NAVD 88
 LY0027.geopotential number by the normal gravity value computed on the
 LY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0027.degrees latitude (g = 980.6199 gals.).
 LY0027
 LY0027.The modeled gravity was interpolated from observed gravity values.
 LY0027
 LY0027;                    North         East    Units  Estimated Accuracy
 LY0027;SPC NY E     -   324,430.      159,840.      MT  (+/- 180 meters Scaled)
 LY0027
 LY0027                          SUPERSEDED SURVEY CONTROL
 LY0027
 LY0027  NGVD 29 (??/??/92)  180.888  (m)          593.46   (f) ADJ UNCH    2 0
 LY0027
 LY0027.Superseded values are not recommended for survey control.
 LY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0027.See file dsdata.txt to determine how the superseded data were derived.
 LY0027
 LY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM514227(NAD 83)
 LY0027_MARKER: DB = BENCH MARK DISK
 LY0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0027_SP_SET: OAK TREE
 LY0027_STAMPING: A 271 1942
 LY0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0027
 LY0027  HISTORY     - Date     Condition        Report By
 LY0027  HISTORY     - 1942     MONUMENTED       CGS
 LY0027
 LY0027                          STATION DESCRIPTION
 LY0027
 LY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0027'1.2 MI NW FROM NAPANOCH.
 LY0027'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE Y-JUNCTION
 LY0027'OF PLANK ROAD AT NAPANOCH, ULSTER COUNTY, 0.15 MILE SOUTH OF THE
 LY0027'BRIDGE OVER THE NORTH END OF HONK LAKE, 34.6 FEET NORTHWEST OF
 LY0027'THE CENTERLINE OF THE HIGHWAY, 86 FEET NORTH ACROSS THE HIGHWAY
 LY0027'FROM POLE 29, 81 FEET SOUTHWEST ACROSS THE HIGHWAY FROM POLE 30,
 LY0027'9.4 FEET NORTH OF A 20-INCH OAK TREE, AND 4 FEET HIGHER THAN
 LY0027'THE HIGHWAY.  A STANDARD DISK, STAMPED A 271 1942 AND SET
 LY0027'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0054 ***********************************************************************
 LY0054  DESIGNATION -  A 272
 LY0054  PID         -  LY0054
 LY0054  STATE/COUNTY-  NY/ULSTER
 LY0054  USGS QUAD   -  PEEKAMOOSE MTN (1969)
 LY0054
 LY0054                         *CURRENT SURVEY CONTROL
 LY0054  ___________________________________________________________________
 LY0054* NAD 83(1986)-  41 52 40.     (N)    074 23 27.     (W)     SCALED    
 LY0054* NAVD 88     -       574.762  (meters)    1885.70   (feet)  ADJUSTED  
 LY0054  ___________________________________________________________________
 LY0054  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LY0054  DYNAMIC HT  -         574.519 (meters)    1884.90  (feet)  COMP
 LY0054  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 LY0054
 LY0054  VERT ORDER  -  SECOND    CLASS 0
 LY0054
 LY0054.The horizontal coordinates were scaled from a topographic map and have
 LY0054.an estimated accuracy of +/- 6 seconds.
 LY0054
 LY0054.The orthometric height was determined by differential leveling
 LY0054.and adjusted by the National Geodetic Survey in June 1991..
 LY0054
 LY0054.The geoid height was determined by GEOID03.
 LY0054
 LY0054.The dynamic height is computed by dividing the NAVD 88
 LY0054.geopotential number by the normal gravity value computed on the
 LY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0054.degrees latitude (g = 980.6199 gals.).
 LY0054
 LY0054.The modeled gravity was interpolated from observed gravity values.
 LY0054
 LY0054;                    North         East    Units  Estimated Accuracy
 LY0054;SPC NY E     -   338,030.      159,060.      MT  (+/- 180 meters Scaled)
 LY0054
 LY0054                          SUPERSEDED SURVEY CONTROL
 LY0054
 LY0054  NGVD 29 (??/??/92)  574.949  (m)         1886.31   (f) ADJ UNCH    2 0
 LY0054
 LY0054.Superseded values are not recommended for survey control.
 LY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0054.See file dsdata.txt to determine how the superseded data were derived.
 LY0054
 LY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM505363(NAD 83)
 LY0054_MARKER: DB = BENCH MARK DISK
 LY0054_SETTING: 80 = SET IN A BOULDER
 LY0054_SP_SET: BOULDER
 LY0054_STAMPING: A 272 1942
 LY0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0054+STABILITY: SURFACE MOTION
 LY0054
 LY0054  HISTORY     - Date     Condition        Report By
 LY0054  HISTORY     - 1942     MONUMENTED       CGS
 LY0054
 LY0054                          STATION DESCRIPTION
 LY0054
 LY0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0054'0.5 MI SE FROM GREENVILLE.
 LY0054'0.5 MILE SOUTHEAST ALONG THE VERNOOY FALLS TRAIL FROM GREENVILLE
 LY0054'SCHOOL AT GREENVILLE, ULSTER COUNTY, 19 FEET NORTH OF THE CENTERLINE
 LY0054'OF THE TRAIL, 12 FEET EAST OF A BLAZED MAPLE TREE, 9 FEET WEST
 LY0054'OF ANOTHER BLAZED MAPLE TREE, 20.7 FEET SOUTH OF A TWIN BIRCH
 LY0054'TREE, IN THE TOP OF A BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE
 LY0054'TRAIL.  A STANDARD DISK, STAMPED A 272 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1059 ***********************************************************************
 MZ1059  DESIGNATION -  A 273
 MZ1059  PID         -  MZ1059
 MZ1059  STATE/COUNTY-  NY/RENSSELAER
 MZ1059  USGS QUAD   -  DELMAR (1980)
 MZ1059
 MZ1059                         *CURRENT SURVEY CONTROL
 MZ1059  ___________________________________________________________________
 MZ1059* NAD 83(1986)-  42 30 18.     (N)    073 45 43.     (W)     SCALED    
 MZ1059* NAVD 88     -        46.036  (meters)     151.04   (feet)  ADJUSTED  
 MZ1059  ___________________________________________________________________
 MZ1059  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ1059  DYNAMIC HT  -          46.022 (meters)     150.99  (feet)  COMP
 MZ1059  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 MZ1059
 MZ1059  VERT ORDER  -  SECOND    CLASS 0
 MZ1059
 MZ1059.The horizontal coordinates were scaled from a topographic map and have
 MZ1059.an estimated accuracy of +/- 6 seconds.
 MZ1059
 MZ1059.The orthometric height was determined by differential leveling
 MZ1059.and adjusted by the National Geodetic Survey in June 1991..
 MZ1059
 MZ1059.The geoid height was determined by GEOID03.
 MZ1059
 MZ1059.The dynamic height is computed by dividing the NAVD 88
 MZ1059.geopotential number by the normal gravity value computed on the
 MZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1059.degrees latitude (g = 980.6199 gals.).
 MZ1059
 MZ1059.The modeled gravity was interpolated from observed gravity values.
 MZ1059
 MZ1059;                    North         East    Units  Estimated Accuracy
 MZ1059;SPC NY E     -   407,950.      210,660.      MT  (+/- 180 meters Scaled)
 MZ1059
 MZ1059                          SUPERSEDED SURVEY CONTROL
 MZ1059
 MZ1059  NGVD 29 (??/??/92)   46.27   (m)          151.8    (f) COMPUTED    2 0
 MZ1059
 MZ1059.Superseded values are not recommended for survey control.
 MZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1059.See file dsdata.txt to determine how the superseded data were derived.
 MZ1059
 MZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN017065(NAD 83)
 MZ1059_MARKER: DB = BENCH MARK DISK
 MZ1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1059_SP_SET: BRIDGE ABUTMENT
 MZ1059_STAMPING: A 273 1942
 MZ1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1059
 MZ1059  HISTORY     - Date     Condition        Report By
 MZ1059  HISTORY     - 1942     MONUMENTED       CGS
 MZ1059
 MZ1059                          STATION DESCRIPTION
 MZ1059
 MZ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1059'3.0 MI SE FROM SELKIRK.
 MZ1059'ABOUT 3.0 MILES SOUTHEAST ALONG THE CASTLETON CUTOFF OF THE NEW YORK
 MZ1059'CENTRAL RAILROAD, AT THE EAST END OF THE CASTLETON BRIDGE OVER THE
 MZ1059'HUDSON RIVER, 65.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 MZ1059'SIGNAL CONTROL TOWER, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, A
 MZ1059'U.S.C. AND G.S. DISK SET IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT
 MZ1059'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1060 ***********************************************************************
 MZ1060  DESIGNATION -  A 273 RESET
 MZ1060  PID         -  MZ1060
 MZ1060  STATE/COUNTY-  NY/RENSSELAER
 MZ1060  USGS QUAD   -  DELMAR (1980)
 MZ1060
 MZ1060                         *CURRENT SURVEY CONTROL
 MZ1060  ___________________________________________________________________
 MZ1060* NAD 83(1986)-  42 30 18.     (N)    073 45 43.     (W)     SCALED    
 MZ1060* NAVD 88     -        45.99   (+/-2cm)     150.9    (feet)  VERTCON   
 MZ1060  ___________________________________________________________________
 MZ1060  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ1060
 MZ1060  VERT ORDER  -  THIRD (See Below)
 MZ1060
 MZ1060.The horizontal coordinates were scaled from a topographic map and have
 MZ1060.an estimated accuracy of +/- 6 seconds.
 MZ1060
 MZ1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1060.The vertical order pertains to the NGVD 29 superseded value.
 MZ1060
 MZ1060.The geoid height was determined by GEOID03.
 MZ1060
 MZ1060;                    North         East    Units  Estimated Accuracy
 MZ1060;SPC NY E     -   407,950.      210,660.      MT  (+/- 180 meters Scaled)
 MZ1060
 MZ1060                          SUPERSEDED SURVEY CONTROL
 MZ1060
 MZ1060  NGVD 29 (??/??/??)   46.22   (m)          151.6    (f) RESET       3  
 MZ1060
 MZ1060.Superseded values are not recommended for survey control.
 MZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1060.See file dsdata.txt to determine how the superseded data were derived.
 MZ1060
 MZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN017065(NAD 83)
 MZ1060_MARKER: DB = BENCH MARK DISK
 MZ1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1060_SP_SET: BRIDGE
 MZ1060_STAMPING: A 273 RESET 1947
 MZ1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1060
 MZ1060  HISTORY     - Date     Condition        Report By
 MZ1060  HISTORY     - 1947     MONUMENTED       CGS
 MZ1060
 MZ1060                          STATION DESCRIPTION
 MZ1060
 MZ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MZ1060'3.0 MI SE FROM SELKIRK.
 MZ1060'IN RENSSELAER COUNTY, ABOUT 3.0 MILES SOUTHEAST ALONG THE CASTLETON
 MZ1060'CUTOFF OF THE NEW YORK CENTRAL RAILROAD FROM THE SIGNAL TOWER AT
 MZ1060'SELKIRK, ALBANY COUNTY, AT THE EAST END OF THE SMITH MEMORIAL BRIDGE
 MZ1060'(BRIDGE HC-10) OVER HUDSON RIVER, ABOUT 65 FEET NORTHWEST OF THE
 MZ1060'SOUTHWEST CORNER OF THE BRICK SIGNAL TOWER, IN THE TOP OF THE
 MZ1060'NORTHEAST WING WALL, AND ABOUT 1 FOOT NORTH OF THE END OF THE PIPE
 MZ1060'HAND RAIL ALONG THE NORTH SIDE OF THE BRIDGE.  A STANDARD DISK,
 MZ1060'STAMPED A 273 RESET 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0190 ***********************************************************************
 NA0190  DESIGNATION -  A 274
 NA0190  PID         -  NA0190
 NA0190  STATE/COUNTY-  NY/ALBANY
 NA0190  USGS QUAD   -  RENSSELAERVILLE (1946)
 NA0190
 NA0190                         *CURRENT SURVEY CONTROL
 NA0190  ___________________________________________________________________
 NA0190* NAD 83(1986)-  42 30 08.     (N)    074 08 09.     (W)     SCALED    
 NA0190* NAVD 88     -       436.709  (meters)    1432.77   (feet)  ADJUSTED  
 NA0190  ___________________________________________________________________
 NA0190  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 NA0190  DYNAMIC HT  -         436.559 (meters)    1432.28  (feet)  COMP
 NA0190  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 NA0190
 NA0190  VERT ORDER  -  SECOND    CLASS 0
 NA0190
 NA0190.The horizontal coordinates were scaled from a topographic map and have
 NA0190.an estimated accuracy of +/- 6 seconds.
 NA0190
 NA0190.The orthometric height was determined by differential leveling
 NA0190.and adjusted by the National Geodetic Survey in June 1991..
 NA0190
 NA0190.The geoid height was determined by GEOID03.
 NA0190
 NA0190.The dynamic height is computed by dividing the NAVD 88
 NA0190.geopotential number by the normal gravity value computed on the
 NA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0190.degrees latitude (g = 980.6199 gals.).
 NA0190
 NA0190.The modeled gravity was interpolated from observed gravity values.
 NA0190
 NA0190;                    North         East    Units  Estimated Accuracy
 NA0190;SPC NY E     -   407,450.      179,930.      MT  (+/- 180 meters Scaled)
 NA0190
 NA0190                          SUPERSEDED SURVEY CONTROL
 NA0190
 NA0190  NGVD 29 (??/??/92)  436.880  (m)         1433.33   (f) ADJ UNCH    2 0
 NA0190
 NA0190.Superseded values are not recommended for survey control.
 NA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0190.See file dsdata.txt to determine how the superseded data were derived.
 NA0190
 NA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN710059(NAD 83)
 NA0190_MARKER: DB = BENCH MARK DISK
 NA0190_SETTING: 66 = SET IN ROCK OUTCROP
 NA0190_SP_SET: ROCK OUTCROP
 NA0190_STAMPING: A 274 1942
 NA0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0190+STABILITY: POSITION/ELEVATION WELL
 NA0190
 NA0190  HISTORY     - Date     Condition        Report By
 NA0190  HISTORY     - 1942     MONUMENTED       CGS
 NA0190
 NA0190                          STATION DESCRIPTION
 NA0190
 NA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0190'0.9 MI S FROM RENSSELAERVILLE.
 NA0190'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH AT
 NA0190'RENSSELAERVILLE, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NA0190'OLD BOUTON FARM HOUSE, 43 FEET EAST OF THE CENTER LINE OF THE
 NA0190'ROAD, 21 FEET NORTHEAST OF THE CORNER OF A STONE FENCE, A U.S.C. AND
 NA0190'G.S. DISK SET IN A ROCK OUTCROP IN THE SOUTHWEST CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2912 ***********************************************************************
 MZ2912  DESIGNATION -  A 275 RESET
 MZ2912  PID         -  MZ2912
 MZ2912  STATE/COUNTY-  NY/ALBANY
 MZ2912  USGS QUAD   -  CLARKSVILLE (1980)
 MZ2912
 MZ2912                         *CURRENT SURVEY CONTROL
 MZ2912  ___________________________________________________________________
 MZ2912* NAD 83(1986)-  42 34 18.     (N)    073 55 07.     (W)     SCALED    
 MZ2912* NAVD 88     -       112.79   (meters)     370.0    (feet)  RESET     
 MZ2912  ___________________________________________________________________
 MZ2912  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 MZ2912
 MZ2912  VERT ORDER  -  THIRD
 MZ2912
 MZ2912.The horizontal coordinates were scaled from a topographic map and have
 MZ2912.an estimated accuracy of +/- 6 seconds.
 MZ2912
 MZ2912.The orthometric height was computed from unverified reset data.
 MZ2912.No vertical observational check was made to the station.
 MZ2912
 MZ2912.The geoid height was determined by GEOID03.
 MZ2912
 MZ2912;                    North         East    Units  Estimated Accuracy
 MZ2912;SPC NY E     -   415,260.      197,730.      MT  (+/- 180 meters Scaled)
 MZ2912
 MZ2912                          SUPERSEDED SURVEY CONTROL
 MZ2912
 MZ2912  NGVD 29 (09/01/04)  112.99   (m)          370.7    (f) RESET       3  
 MZ2912
 MZ2912.Superseded values are not recommended for survey control.
 MZ2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2912.See file dsdata.txt to determine how the superseded data were derived.
 MZ2912
 MZ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN887138(NAD 83)
 MZ2912_MARKER: DB = BENCH MARK DISK
 MZ2912_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MZ2912_SP_SET: WELL CASING
 MZ2912_STAMPING: A 275 RESET 1984
 MZ2912_MARK LOGO: NGS   
 MZ2912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2912
 MZ2912  HISTORY     - Date     Condition        Report By
 MZ2912  HISTORY     - 1984     MONUMENTED       NGS
 MZ2912  HISTORY     - 19970828 GOOD             USPSQD
 MZ2912
 MZ2912                          STATION DESCRIPTION
 MZ2912
 MZ2912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ2912'3.9 KM (2.40 MI) SW FROM FEURA BUSH.
 MZ2912'FROM THE FEURA BUSH POST OFFICE, GO SOUTHWEST ON STATE HIGHWAY 32 FOR
 MZ2912'3.9 KM (2.40 MI) TO A FARM DRIVE AND THE MARK ON THE RIGHT, IN THE
 MZ2912'SOUTHEAST CORNER OF A 5 BY 5 FEET CONCRETE CASING FOR A WELL.  THE
 MZ2912'CASING PROJECTS 30 CM (12-INCHES) 31.1 M (102.0 FT) NORTH OF THE
 MZ2912'CENTER OF HIGHWAY 32, 28.0 M (91.9 FT) NORTHWEST OF POWERLINE POLE
 MZ2912'NUMBER 353, 26.2 M (86.0 FT) WEST OF THE CENTER OF DRIVEWAY LEADING
 MZ2912'TO THE FARM HOUSE AND 11.9 M (39.0 FT) SOUTHEAST OF THE SOUTHEAST
 MZ2912'CORNER OF A BARN.
 MZ2912
 MZ2912                          STATION RECOVERY (1997)
 MZ2912
 MZ2912'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ2912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0014 ***********************************************************************
 NA0014  DESIGNATION -  A 276
 NA0014  PID         -  NA0014
 NA0014  STATE/COUNTY-  NY/SCHENECTADY
 NA0014  USGS QUAD   -  SCHOHARIE (1994)
 NA0014
 NA0014                         *CURRENT SURVEY CONTROL
 NA0014  ___________________________________________________________________
 NA0014* NAD 83(1986)-  42 44 34.     (N)    074 18 04.     (W)     SCALED    
 NA0014* NAVD 88     -       210.085  (meters)     689.25   (feet)  ADJUSTED  
 NA0014  ___________________________________________________________________
 NA0014  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA0014  DYNAMIC HT  -         210.022 (meters)     689.05  (feet)  COMP
 NA0014  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 NA0014
 NA0014  VERT ORDER  -  FIRST     CLASS II
 NA0014
 NA0014.The horizontal coordinates were scaled from a topographic map and have
 NA0014.an estimated accuracy of +/- 6 seconds.
 NA0014
 NA0014.The orthometric height was determined by differential leveling
 NA0014.and adjusted by the National Geodetic Survey in June 1991..
 NA0014
 NA0014.The geoid height was determined by GEOID03.
 NA0014
 NA0014.The dynamic height is computed by dividing the NAVD 88
 NA0014.geopotential number by the normal gravity value computed on the
 NA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0014.degrees latitude (g = 980.6199 gals.).
 NA0014
 NA0014.The modeled gravity was interpolated from observed gravity values.
 NA0014
 NA0014;                    North         East    Units  Estimated Accuracy
 NA0014;SPC NY E     -   434,120.      166,280.      MT  (+/- 180 meters Scaled)
 NA0014
 NA0014                          SUPERSEDED SURVEY CONTROL
 NA0014
 NA0014  NGVD 29 (??/??/92)  210.226  (m)          689.72   (f) ADJ UNCH    1 2
 NA0014
 NA0014.Superseded values are not recommended for survey control.
 NA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0014.See file dsdata.txt to determine how the superseded data were derived.
 NA0014
 NA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN572324(NAD 83)
 NA0014_MARKER: DB = BENCH MARK DISK
 NA0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0014_SP_SET: CONCRETE BASE
 NA0014_STAMPING: A 276 1942
 NA0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0014
 NA0014  HISTORY     - Date     Condition        Report By
 NA0014  HISTORY     - 1942     MONUMENTED       CGS
 NA0014  HISTORY     - 19990427 MARK NOT FOUND   USPSQD
 NA0014
 NA0014                          STATION DESCRIPTION
 NA0014
 NA0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0014'2 MI W FROM ESPERANCE.
 NA0014'2.0 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0014'STATION AT ESPERANCE, SCHENECTADY COUNTY, 33 FEET EAST OF MILEPOST B
 NA0014'110-A 33, AT SIGNAL G 32-1 A, IN THE NORTHEAST CORNER OF THE CONCRETE
 NA0014'BASE, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET HIGHER THAN
 NA0014'THE GROUND.  A STANDARD DISK, STAMPED A 276 1942.
 NA0014
 NA0014                          STATION RECOVERY (1999)
 NA0014
 NA0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1603 ***********************************************************************
 NA1603  DESIGNATION -  A 277
 NA1603  PID         -  NA1603
 NA1603  STATE/COUNTY-  NY/MADISON
 NA1603  USGS QUAD   -  HAMILTON (1976)
 NA1603
 NA1603                         *CURRENT SURVEY CONTROL
 NA1603  ___________________________________________________________________
 NA1603* NAD 83(1986)-  42 46 47.     (N)    075 33 29.     (W)     SCALED    
 NA1603* NAVD 88     -       345.541  (meters)    1133.66   (feet)  ADJUSTED  
 NA1603  ___________________________________________________________________
 NA1603  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 NA1603  DYNAMIC HT  -         345.432 (meters)    1133.30  (feet)  COMP
 NA1603  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 NA1603
 NA1603  VERT ORDER  -  SECOND    CLASS 0
 NA1603
 NA1603.The horizontal coordinates were scaled from a topographic map and have
 NA1603.an estimated accuracy of +/- 6 seconds.
 NA1603
 NA1603.The orthometric height was determined by differential leveling
 NA1603.and adjusted by the National Geodetic Survey in June 1991..
 NA1603
 NA1603.The geoid height was determined by GEOID03.
 NA1603
 NA1603.The dynamic height is computed by dividing the NAVD 88
 NA1603.geopotential number by the normal gravity value computed on the
 NA1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1603.degrees latitude (g = 980.6199 gals.).
 NA1603
 NA1603.The modeled gravity was interpolated from observed gravity values.
 NA1603
 NA1603;                    North         East    Units  Estimated Accuracy
 NA1603;SPC NY C     -   309,210.      333,900.      MT  (+/- 180 meters Scaled)
 NA1603
 NA1603                          SUPERSEDED SURVEY CONTROL
 NA1603
 NA1603  NGVD 29 (??/??/92)  345.661  (m)         1134.06   (f) ADJ UNCH    2 0
 NA1603
 NA1603.Superseded values are not recommended for survey control.
 NA1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1603.See file dsdata.txt to determine how the superseded data were derived.
 NA1603
 NA1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN543365(NAD 83)
 NA1603_MARKER: DB = BENCH MARK DISK
 NA1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1603_STAMPING: A 277 1942
 NA1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1603+STABILITY: SURFACE MOTION
 NA1603
 NA1603  HISTORY     - Date     Condition        Report By
 NA1603  HISTORY     - 1942     MONUMENTED       CGS
 NA1603
 NA1603                          STATION DESCRIPTION
 NA1603
 NA1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1603'2.9 MI N FROM EARLVILLE.
 NA1603'2.9 MILES NORTH ALONG STATE HIGHWAY NO. 12B FROM THE EARLVILLE FREE
 NA1603'LIBRARY AT EARLVILLE, AT A MEMORIAL TO THE HOUSE OF COL. WILLIAM S.
 NA1603'SMITH, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET SOUTH
 NA1603'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE MARKER.  A DISK,
 NA1603'SET IN THE TOP OF A CONCRETE POST, AND FLUSH WITH THE SURFACE OF THE
 NA1603'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0026 ***********************************************************************
 NA0026  DESIGNATION -  A 278
 NA0026  PID         -  NA0026
 NA0026  STATE/COUNTY-  NY/SCHENECTADY
 NA0026  USGS QUAD   -  ROTTERDAM JUNCTION (1980)
 NA0026
 NA0026                         *CURRENT SURVEY CONTROL
 NA0026  ___________________________________________________________________
 NA0026* NAD 83(1986)-  42 46 35.     (N)    074 06 32.     (W)     SCALED    
 NA0026* NAVD 88     -       182.093  (meters)     597.42   (feet)  ADJUSTED  
 NA0026  ___________________________________________________________________
 NA0026  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 NA0026  DYNAMIC HT  -         182.037 (meters)     597.23  (feet)  COMP
 NA0026  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 NA0026
 NA0026  VERT ORDER  -  FIRST     CLASS II
 NA0026
 NA0026.The horizontal coordinates were scaled from a topographic map and have
 NA0026.an estimated accuracy of +/- 6 seconds.
 NA0026
 NA0026.The orthometric height was determined by differential leveling
 NA0026.and adjusted by the National Geodetic Survey in June 1991..
 NA0026
 NA0026.The geoid height was determined by GEOID03.
 NA0026
 NA0026.The dynamic height is computed by dividing the NAVD 88
 NA0026.geopotential number by the normal gravity value computed on the
 NA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0026.degrees latitude (g = 980.6199 gals.).
 NA0026
 NA0026.The modeled gravity was interpolated from observed gravity values.
 NA0026
 NA0026;                    North         East    Units  Estimated Accuracy
 NA0026;SPC NY E     -   437,910.      182,000.      MT  (+/- 180 meters Scaled)
 NA0026
 NA0026                          SUPERSEDED SURVEY CONTROL
 NA0026
 NA0026  NGVD 29 (??/??/92)  182.236  (m)          597.89   (f) ADJ UNCH    1 2
 NA0026
 NA0026.Superseded values are not recommended for survey control.
 NA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0026.See file dsdata.txt to determine how the superseded data were derived.
 NA0026
 NA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN728363(NAD 83)
 NA0026_MARKER: DB = BENCH MARK DISK
 NA0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0026_SP_SET: BRIDGE
 NA0026_STAMPING: A 278 1942
 NA0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0026
 NA0026  HISTORY     - Date     Condition        Report By
 NA0026  HISTORY     - 1942     MONUMENTED       CGS
 NA0026
 NA0026                          STATION DESCRIPTION
 NA0026
 NA0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0026'2 MI E FROM DUANESBURG.
 NA0026'ABOUT 2 MILES EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0026'STATION AT DUANESBURG, SCHENECTADY COUNTY, AT A CONCRETE BRIDGE OVER
 NA0026'A SMALL STREAM, IN THE NORTH END OF THE EAST BRIDGE SEAT, 12 FEET
 NA0026'NORTH OF THE NORTH RAIL, AND ABOUT 5-1/2 FEET LOWER THAN THE TRACK.
 NA0026'A STANDARD DISK, STAMPED A 278 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0400 ***********************************************************************
 NA0400  DESIGNATION -  A 279
 NA0400  PID         -  NA0400
 NA0400  STATE/COUNTY-  NY/GREENE
 NA0400  USGS QUAD   -  WEST KILL (1978)
 NA0400
 NA0400                         *CURRENT SURVEY CONTROL
 NA0400  ___________________________________________________________________
 NA0400* NAD 83(1986)-  42 09 17.     (N)    074 24 50.     (W)     SCALED    
 NA0400* NAVD 88     -       438.867  (meters)    1439.85   (feet)  ADJUSTED  
 NA0400  ___________________________________________________________________
 NA0400  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 NA0400  DYNAMIC HT  -         438.707 (meters)    1439.32  (feet)  COMP
 NA0400  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 NA0400
 NA0400  VERT ORDER  -  SECOND    CLASS 0
 NA0400
 NA0400.The horizontal coordinates were scaled from a topographic map and have
 NA0400.an estimated accuracy of +/- 6 seconds.
 NA0400
 NA0400.The orthometric height was determined by differential leveling
 NA0400.and adjusted by the National Geodetic Survey in June 1991..
 NA0400
 NA0400.The geoid height was determined by GEOID03.
 NA0400
 NA0400.The dynamic height is computed by dividing the NAVD 88
 NA0400.geopotential number by the normal gravity value computed on the
 NA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0400.degrees latitude (g = 980.6199 gals.).
 NA0400
 NA0400.The modeled gravity was interpolated from observed gravity values.
 NA0400
 NA0400;                    North         East    Units  Estimated Accuracy
 NA0400;SPC NY E     -   368,790.      157,120.      MT  (+/- 180 meters Scaled)
 NA0400
 NA0400                          SUPERSEDED SURVEY CONTROL
 NA0400
 NA0400  NGVD 29 (??/??/92)  439.038  (m)         1440.41   (f) ADJ UNCH    2 0
 NA0400
 NA0400.Superseded values are not recommended for survey control.
 NA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0400.See file dsdata.txt to determine how the superseded data were derived.
 NA0400
 NA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM484671(NAD 83)
 NA0400_MARKER: DB = BENCH MARK DISK
 NA0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0400_SP_SET: BRIDGE ABUTMENT
 NA0400_STAMPING: A-279 1942
 NA0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0400
 NA0400  HISTORY     - Date     Condition        Report By
 NA0400  HISTORY     - 1942     MONUMENTED       CGS
 NA0400
 NA0400                          STATION DESCRIPTION
 NA0400
 NA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0400'2.7 MI N FROM SHANDAKEN.
 NA0400'2.7 MILES NORTH ALONG STATE HIGHWAY NO. 42 FROM THE POST OFFICE AT
 NA0400'SHANDAKEN, SET IN THE WEST CORNER OF THE SOUTH ABUTMENT OF THE LARGE
 NA0400'CONCRETE BRIDGE WITH PIPE GUARD RAILS, ABOUT 80 FEET EAST OF A SMALL
 NA0400'HOUSE WITH STONE FOUNDATION, ABOUT 300 FEET SOUTH OF A SMALL BROWN
 NA0400'SCHOOL BUILDING ON THE WEST SIDE OF HIGHWAY, 44.6 FEET NORTH OF POLE
 NA0400'NO. 320, 20.6 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD
 NA0400'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0471 ***********************************************************************
 NA0471  DESIGNATION -  A 280
 NA0471  PID         -  NA0471
 NA0471  STATE/COUNTY-  NY/ULSTER
 NA0471  USGS QUAD   -  BEARSVILLE (1973)
 NA0471
 NA0471                         *CURRENT SURVEY CONTROL
 NA0471  ___________________________________________________________________
 NA0471* NAD 83(1986)-  42 02 26.     (N)    074 09 18.     (W)     SCALED    
 NA0471* NAVD 88     -       214.560  (meters)     703.94   (feet)  ADJUSTED  
 NA0471  ___________________________________________________________________
 NA0471  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 NA0471  DYNAMIC HT  -         214.482 (meters)     703.68  (feet)  COMP
 NA0471  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 NA0471
 NA0471  VERT ORDER  -  SECOND    CLASS 0
 NA0471
 NA0471.The horizontal coordinates were scaled from a topographic map and have
 NA0471.an estimated accuracy of +/- 6 seconds.
 NA0471
 NA0471.The orthometric height was determined by differential leveling
 NA0471.and adjusted by the National Geodetic Survey in June 1991..
 NA0471
 NA0471.The geoid height was determined by GEOID03.
 NA0471
 NA0471.The dynamic height is computed by dividing the NAVD 88
 NA0471.geopotential number by the normal gravity value computed on the
 NA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0471.degrees latitude (g = 980.6199 gals.).
 NA0471
 NA0471.The modeled gravity was interpolated from observed gravity values.
 NA0471
 NA0471;                    North         East    Units  Estimated Accuracy
 NA0471;SPC NY E     -   356,160.      178,560.      MT  (+/- 180 meters Scaled)
 NA0471
 NA0471                          SUPERSEDED SURVEY CONTROL
 NA0471
 NA0471  NGVD 29 (??/??/92)  214.778  (m)          704.65   (f) ADJ UNCH    2 0
 NA0471
 NA0471.Superseded values are not recommended for survey control.
 NA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0471.See file dsdata.txt to determine how the superseded data were derived.
 NA0471
 NA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM699546(NAD 83)
 NA0471_MARKER: DB = BENCH MARK DISK
 NA0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0471_SP_SET: BRIDGE
 NA0471_STAMPING: A-280 1942
 NA0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0471
 NA0471  HISTORY     - Date     Condition        Report By
 NA0471  HISTORY     - 1942     MONUMENTED       CGS
 NA0471  HISTORY     - 1965     GOOD             LDA
 NA0471  HISTORY     - 1987     GOOD             USPSQD
 NA0471  HISTORY     - 1987     GOOD             USPSQD
 NA0471
 NA0471                          STATION DESCRIPTION
 NA0471
 NA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0471'AT BEARSVILLE.
 NA0471'AT BEARSVILLE, ALONG STATE HIGHWAY NO. 212, SET IN ABOUT THE CENTER
 NA0471'OF THE EAST WINGWALL AT THE SOUTHEAST END OF THE STEEL BRIDGE OVER
 NA0471'SAW KILL CREEK, 31.3 FEET NORTHEAST OF THE CENTER-LINE OF THE
 NA0471'HIGHWAY, 18 FEET NORTH OF THE EAST CORNER OF THE STEEL WALL OF
 NA0471'BRIDGE.  A STANDARD DISK.
 NA0471
 NA0471                          STATION RECOVERY (1965)
 NA0471
 NA0471'RECOVERY NOTE BY L DICKERSON ASSOC 1965
 NA0471'RECOVERED IN GOOD CONDITION.
 NA0471
 NA0471                          STATION RECOVERY (1987)
 NA0471
 NA0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 NA0471'RECOVERED IN GOOD CONDITION.
 NA0471
 NA0471                          STATION RECOVERY (1987)
 NA0471
 NA0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 NA0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0465 ***********************************************************************
 NA0465  DESIGNATION -  A 282
 NA0465  PID         -  NA0465
 NA0465  STATE/COUNTY-  NY/ULSTER
 NA0465  USGS QUAD   -  WOODSTOCK (1980)
 NA0465
 NA0465                         *CURRENT SURVEY CONTROL
 NA0465  ___________________________________________________________________
 NA0465* NAD 83(1986)-  42 02 45.     (N)    074 04 19.     (W)     SCALED    
 NA0465* NAVD 88     -       136.934  (meters)     449.26   (feet)  ADJUSTED  
 NA0465  ___________________________________________________________________
 NA0465  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 NA0465  DYNAMIC HT  -         136.886 (meters)     449.10  (feet)  COMP
 NA0465  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 NA0465
 NA0465  VERT ORDER  -  SECOND    CLASS 0
 NA0465
 NA0465.The horizontal coordinates were scaled from a topographic map and have
 NA0465.an estimated accuracy of +/- 6 seconds.
 NA0465
 NA0465.The orthometric height was determined by differential leveling
 NA0465.and adjusted by the National Geodetic Survey in June 1991..
 NA0465
 NA0465.The geoid height was determined by GEOID03.
 NA0465
 NA0465.The dynamic height is computed by dividing the NAVD 88
 NA0465.geopotential number by the normal gravity value computed on the
 NA0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0465.degrees latitude (g = 980.6199 gals.).
 NA0465
 NA0465.The modeled gravity was interpolated from observed gravity values.
 NA0465
 NA0465;                    North         East    Units  Estimated Accuracy
 NA0465;SPC NY E     -   356,780.      185,440.      MT  (+/- 180 meters Scaled)
 NA0465
 NA0465                          SUPERSEDED SURVEY CONTROL
 NA0465
 NA0465  NGVD 29 (??/??/92)  137.161  (m)          450.00   (f) ADJ UNCH    2 0
 NA0465
 NA0465.Superseded values are not recommended for survey control.
 NA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0465.See file dsdata.txt to determine how the superseded data were derived.
 NA0465
 NA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM768552(NAD 83)
 NA0465_MARKER: DB = BENCH MARK DISK
 NA0465_SETTING: 66 = SET IN ROCK OUTCROP
 NA0465_SP_SET: ROCK LEDGE
 NA0465_STAMPING: A-282 1942
 NA0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0465+STABILITY: POSITION/ELEVATION WELL
 NA0465
 NA0465  HISTORY     - Date     Condition        Report By
 NA0465  HISTORY     - 1942     MONUMENTED       CGS
 NA0465  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NA0465  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NA0465  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NA0465  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NA0465
 NA0465                          STATION DESCRIPTION
 NA0465
 NA0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0465'2.7 MI NE FROM WOODSTOCK.
 NA0465'2.7 MILES NORTHEAST ALONG STATE HIGHWAY NO. 212 FROM THE POST OFFICE
 NA0465'AT WOODSTOCK, SET IN A ROCK OUT-CROP OR ROCK LEDGE AT THE
 NA0465'INTERSECTION OF THE HIGHWAY AND A SIDE ROAD LEADING SOUTHWEST, 54.3
 NA0465'FEET WEST OF THE POWER LINE POLE NEAR THE POINT OF THE INTERSECTION,
 NA0465'ABOUT 400 FEET NORTHEAST OF THE WHEEL INN, 53 FEET SOUTH OF THE
 NA0465'NORTHEAST END ANCHOR POST OF THE CABLE GUARD FENCE, 19.5 FEET
 NA0465'SOUTHEAST OF THE CENTER-LINE OF THE HIGHWAY, ABOUT 0.5 FOOT ABOVE
 NA0465'HIGHWAY.  A STANDARD DISK.
 NA0465
 NA0465                          STATION RECOVERY (1984)
 NA0465
 NA0465'RECOVERY NOTE BY US POWER SQUADRON 1984
 NA0465'MARK NOT FOUND.
 NA0465
 NA0465                          STATION RECOVERY (1987)
 NA0465
 NA0465'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 NA0465'MARK NOT FOUND.
 NA0465
 NA0465                          STATION RECOVERY (1987)
 NA0465
 NA0465'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 NA0465'MARK NOT FOUND.
 NA0465
 NA0465                          STATION RECOVERY (1988)
 NA0465
 NA0465'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBS)
 NA0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0905 ***********************************************************************
 NA0905  DESIGNATION -  A 283
 NA0905  PID         -  NA0905
 NA0905  STATE/COUNTY-  NY/OTSEGO
 NA0905  USGS QUAD   -  WESTFORD (1994)
 NA0905
 NA0905                         *CURRENT SURVEY CONTROL
 NA0905  ___________________________________________________________________
 NA0905* NAD 83(1986)-  42 41 08.     (N)    074 50 06.     (W)     SCALED    
 NA0905* NAVD 88     -       417.453  (meters)    1369.59   (feet)  ADJUSTED  
 NA0905  ___________________________________________________________________
 NA0905  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 NA0905  DYNAMIC HT  -         417.311 (meters)    1369.13  (feet)  COMP
 NA0905  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 NA0905
 NA0905  VERT ORDER  -  SECOND    CLASS 0
 NA0905
 NA0905.The horizontal coordinates were scaled from a topographic map and have
 NA0905.an estimated accuracy of +/- 6 seconds.
 NA0905
 NA0905.The orthometric height was determined by differential leveling
 NA0905.and adjusted by the National Geodetic Survey in June 1991..
 NA0905
 NA0905.The geoid height was determined by GEOID03.
 NA0905
 NA0905.The dynamic height is computed by dividing the NAVD 88
 NA0905.geopotential number by the normal gravity value computed on the
 NA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0905.degrees latitude (g = 980.6199 gals.).
 NA0905
 NA0905.The modeled gravity was interpolated from observed gravity values.
 NA0905
 NA0905;                    North         East    Units  Estimated Accuracy
 NA0905;SPC NY E     -   427,800.      122,550.      MT  (+/- 180 meters Scaled)
 NA0905
 NA0905                          SUPERSEDED SURVEY CONTROL
 NA0905
 NA0905  NGVD 29 (??/??/92)  417.580  (m)         1370.01   (f) ADJ UNCH    2 0
 NA0905
 NA0905.Superseded values are not recommended for survey control.
 NA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0905.See file dsdata.txt to determine how the superseded data were derived.
 NA0905
 NA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN135259(NAD 83)
 NA0905_MARKER: DB = BENCH MARK DISK
 NA0905_SETTING: 80 = SET IN A BOULDER
 NA0905_SP_SET: BOULDER
 NA0905_STAMPING: A 283 1942
 NA0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0905+STABILITY: SURFACE MOTION
 NA0905
 NA0905  HISTORY     - Date     Condition        Report By
 NA0905  HISTORY     - 1942     MONUMENTED       CGS
 NA0905
 NA0905                          STATION DESCRIPTION
 NA0905
 NA0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0905'0.3 MI SE FROM MIDDLEFIELD.
 NA0905'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NA0905'MIDDLEFIELD, IN THE SOUTH OF A PASTURE, 38 FEET NORTH OF THE CENTER
 NA0905'LINE OF THE ROAD, AND 5 FEET SOUTHWEST OF A 30-INCH SPRUCE TREE.  A
 NA0905'STANDARD DISK, SET IN THE TOP OF A LARGE OUTCROPPING BOULDER, AND
 NA0905'ABOUT 1 FOOT LOWER THAN THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0900 ***********************************************************************
 NA0900  DESIGNATION -  A 284
 NA0900  PID         -  NA0900
 NA0900  STATE/COUNTY-  NY/OTSEGO
 NA0900  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA0900
 NA0900                         *CURRENT SURVEY CONTROL
 NA0900  ___________________________________________________________________
 NA0900* NAD 83(1986)-  42 49 16.     (N)    074 53 28.     (W)     SCALED    
 NA0900* NAVD 88     -       375.274  (meters)    1231.21   (feet)  ADJUSTED  
 NA0900  ___________________________________________________________________
 NA0900  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 NA0900  DYNAMIC HT  -         375.153 (meters)    1230.81  (feet)  COMP
 NA0900  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 NA0900
 NA0900  VERT ORDER  -  SECOND    CLASS II
 NA0900
 NA0900.The horizontal coordinates were scaled from a topographic map and have
 NA0900.an estimated accuracy of +/- 6 seconds.
 NA0900
 NA0900.The orthometric height was determined by differential leveling
 NA0900.and adjusted by the National Geodetic Survey in April 2005..
 NA0900.No vertical observational check was made to the station.
 NA0900
 NA0900.The geoid height was determined by GEOID03.
 NA0900
 NA0900.The dynamic height is computed by dividing the NAVD 88
 NA0900.geopotential number by the normal gravity value computed on the
 NA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0900.degrees latitude (g = 980.6199 gals.).
 NA0900
 NA0900.The modeled gravity was interpolated from observed gravity values.
 NA0900
 NA0900;                    North         East    Units  Estimated Accuracy
 NA0900;SPC NY E     -   442,880.      118,020.      MT  (+/- 180 meters Scaled)
 NA0900
 NA0900                          SUPERSEDED SURVEY CONTROL
 NA0900
 NA0900  NAVD 88 (06/15/91)  375.229  (m)         1231.06   (f) UNKNOWN     2 0
 NA0900  NGVD 29 (??/??/92)  375.378  (m)         1231.55   (f) ADJ UNCH    2 0
 NA0900
 NA0900.Superseded values are not recommended for survey control.
 NA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0900.See file dsdata.txt to determine how the superseded data were derived.
 NA0900
 NA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN089409(NAD 83)
 NA0900_MARKER: DB = BENCH MARK DISK
 NA0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0900_STAMPING: A 284 1942
 NA0900_MARK LOGO: CGS   
 NA0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0900+STABILITY: SURFACE MOTION
 NA0900
 NA0900  HISTORY     - Date     Condition        Report By
 NA0900  HISTORY     - 1942     MONUMENTED       CGS
 NA0900  HISTORY     - 1983     GOOD             LOCSUR
 NA0900  HISTORY     - 20040525 GOOD             TVGA
 NA0900
 NA0900                          STATION DESCRIPTION
 NA0900
 NA0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0900'0.9 MI SW FROM SPRINGFIELD CENTER.
 NA0900'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 80 FROM THE POST OFFICE AT
 NA0900'SPRINGFIELD CENTER ABOUT 600 FEET EAST OF A RED BARN AND SILO, AT THE
 NA0900'SOUTH CORNER OF A PASTURE, 28 FEET NORTHWEST OF THE CENTER LINE OF
 NA0900'THE HIGHWAY, 3 FEET EAST OF THE FENCE CORNER POST, AND 1 1/2 FEET
 NA0900'SOUTHWEST OF A STANDARD REFERENCE POST.  A DISK, SET IN THE TOP OF A
 NA0900'CONCRETE POST.
 NA0900
 NA0900                          STATION RECOVERY (1983)
 NA0900
 NA0900'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NA0900'RECOVERED IN GOOD CONDITION.
 NA0900
 NA0900                          STATION RECOVERY (2004)
 NA0900
 NA0900'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (GJB)
 NA0900'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1773 ***********************************************************************
 NA1773  DESIGNATION -  A 285 RESET 1961
 NA1773  PID         -  NA1773
 NA1773  STATE/COUNTY-  NY/MADISON
 NA1773  USGS QUAD   -  CAZENOVIA (1943)
 NA1773
 NA1773                         *CURRENT SURVEY CONTROL
 NA1773  ___________________________________________________________________
 NA1773* NAD 83(1986)-  42 55 40.     (N)    075 51 34.     (W)     SCALED    
 NA1773* NAVD 88     -       365.51   (meters)    1199.2    (feet)  RESET     
 NA1773  ___________________________________________________________________
 NA1773  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 NA1773
 NA1773  VERT ORDER  -  THIRD
 NA1773
 NA1773.The horizontal coordinates were scaled from a topographic map and have
 NA1773.an estimated accuracy of +/- 6 seconds.
 NA1773
 NA1773.The orthometric height was computed from unverified reset data.
 NA1773
 NA1773.The geoid height was determined by GEOID03.
 NA1773
 NA1773;                    North         East    Units  Estimated Accuracy
 NA1773;SPC NY C     -   325,400.      309,090.      MT  (+/- 180 meters Scaled)
 NA1773
 NA1773                          SUPERSEDED SURVEY CONTROL
 NA1773
 NA1773.No superseded survey control is available for this station.
 NA1773
 NA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN298531(NAD 83)
 NA1773_MARKER: DB = BENCH MARK DISK
 NA1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1773_SP_SET: CULVERT
 NA1773_STAMPING: A 285 RESET 1961
 NA1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA1773+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 NA1773
 NA1773  HISTORY     - Date     Condition        Report By
 NA1773  HISTORY     - 1961     MONUMENTED       NYHD
 NA1773  HISTORY     - 1968     GOOD             SCS
 NA1773  HISTORY     - 20050816 GOOD             USPSQD
 NA1773
 NA1773                          STATION DESCRIPTION
 NA1773
 NA1773'DESCRIBED BY NY DEPT OF HIGHWAYS 1961
 NA1773'AT CAZENOVIA.
 NA1773'THIS MARK IS LOCATED AT CAZENOVIA, 0.5 MILE WEST ALONG U. S. HIGHWAY
 NA1773'20 FROM THE MUNICIPAL BUILDING, 50 YARDS NORTH OF THE Y-JUNCTION OF
 NA1773'STATE HIGHWAY 13, AT A CONCRETE HEADWALL AND CORRUGATED PLATE ARCH
 NA1773'CULVERT, IN THE TOP OF THE SOUTHEAST WINGWALL, AND 36 FEET EAST OF
 NA1773'THE CENTERLINE OF THE HIGHWAY.
 NA1773
 NA1773                          STATION RECOVERY (1968)
 NA1773
 NA1773'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1968
 NA1773'RECOVERED IN GOOD CONDITION.
 NA1773
 NA1773                          STATION RECOVERY (2005)
 NA1773
 NA1773'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLK)
 NA1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1704 ***********************************************************************
 NA1704  DESIGNATION -  A 286
 NA1704  PID         -  NA1704
 NA1704  STATE/COUNTY-  NY/CORTLAND
 NA1704  USGS QUAD   -  CUYLER (1976)
 NA1704
 NA1704                         *CURRENT SURVEY CONTROL
 NA1704  ___________________________________________________________________
 NA1704* NAD 83(1986)-  42 38 02.     (N)    075 53 10.     (W)     SCALED    
 NA1704* NAVD 88     -       367.288  (meters)    1205.01   (feet)  ADJUSTED  
 NA1704  ___________________________________________________________________
 NA1704  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NA1704  DYNAMIC HT  -         367.165 (meters)    1204.61  (feet)  COMP
 NA1704  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 NA1704
 NA1704  VERT ORDER  -  SECOND    CLASS 0
 NA1704
 NA1704.The horizontal coordinates were scaled from a topographic map and have
 NA1704.an estimated accuracy of +/- 6 seconds.
 NA1704
 NA1704.The orthometric height was determined by differential leveling
 NA1704.and adjusted by the National Geodetic Survey in June 1991..
 NA1704
 NA1704.The geoid height was determined by GEOID03.
 NA1704
 NA1704.The dynamic height is computed by dividing the NAVD 88
 NA1704.geopotential number by the normal gravity value computed on the
 NA1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1704.degrees latitude (g = 980.6199 gals.).
 NA1704
 NA1704.The modeled gravity was interpolated from observed gravity values.
 NA1704
 NA1704;                    North         East    Units  Estimated Accuracy
 NA1704;SPC NY C     -   292,740.      307,190.      MT  (+/- 180 meters Scaled)
 NA1704
 NA1704                          SUPERSEDED SURVEY CONTROL
 NA1704
 NA1704  NGVD 29 (??/??/92)  367.414  (m)         1205.42   (f) ADJ UNCH    2 0
 NA1704
 NA1704.Superseded values are not recommended for survey control.
 NA1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1704.See file dsdata.txt to determine how the superseded data were derived.
 NA1704
 NA1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN273205(NAD 83)
 NA1704_MARKER: DB = BENCH MARK DISK
 NA1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1704_STAMPING: A 286 1942
 NA1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1704+STABILITY: SURFACE MOTION
 NA1704
 NA1704  HISTORY     - Date     Condition        Report By
 NA1704  HISTORY     - 1942     MONUMENTED       CGS
 NA1704
 NA1704                          STATION DESCRIPTION
 NA1704
 NA1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1704'0.2 MI NW FROM UNION VALLEY.
 NA1704'0.2 MILE NORTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT UNION
 NA1704'VALLEY, CORTLAND COUNTY, AT A Y-ROAD, 39 FEET SOUTHWEST OF THE CENTER
 NA1704'OF A GARAGE, 22.2 FEET EAST OF THE EAST CORNER OF AND OLD BARN, 17
 NA1704'FEET SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, AND 0.8 FOOT
 NA1704'WEST OF A WITNESS POST.  A STANDARD DISK, STAMPED A 286 1942 AND SET
 NA1704'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1684 ***********************************************************************
 NA1684  DESIGNATION -  A 287
 NA1684  PID         -  NA1684
 NA1684  STATE/COUNTY-  NY/MADISON
 NA1684  USGS QUAD   -  CUYLER (1976)
 NA1684
 NA1684                         *CURRENT SURVEY CONTROL
 NA1684  ___________________________________________________________________
 NA1684* NAD 83(1986)-  42 42 31.     (N)    075 52 41.     (W)     SCALED    
 NA1684* NAVD 88     -       384.152  (meters)    1260.34   (feet)  ADJUSTED  
 NA1684  ___________________________________________________________________
 NA1684  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NA1684  DYNAMIC HT  -         384.024 (meters)    1259.92  (feet)  COMP
 NA1684  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 NA1684
 NA1684  VERT ORDER  -  SECOND    CLASS 0
 NA1684
 NA1684.The horizontal coordinates were scaled from a topographic map and have
 NA1684.an estimated accuracy of +/- 6 seconds.
 NA1684
 NA1684.The orthometric height was determined by differential leveling
 NA1684.and adjusted by the National Geodetic Survey in June 1991..
 NA1684
 NA1684.The geoid height was determined by GEOID03.
 NA1684
 NA1684.The dynamic height is computed by dividing the NAVD 88
 NA1684.geopotential number by the normal gravity value computed on the
 NA1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1684.degrees latitude (g = 980.6199 gals.).
 NA1684
 NA1684.The modeled gravity was interpolated from observed gravity values.
 NA1684
 NA1684;                    North         East    Units  Estimated Accuracy
 NA1684;SPC NY C     -   301,040.      307,780.      MT  (+/- 180 meters Scaled)
 NA1684
 NA1684                          SUPERSEDED SURVEY CONTROL
 NA1684
 NA1684  NGVD 29 (??/??/92)  384.275  (m)         1260.74   (f) ADJ UNCH    2 0
 NA1684
 NA1684.Superseded values are not recommended for survey control.
 NA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1684.See file dsdata.txt to determine how the superseded data were derived.
 NA1684
 NA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN280288(NAD 83)
 NA1684_MARKER: DB = BENCH MARK DISK
 NA1684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1684_SP_SET: BRIDGE
 NA1684_STAMPING: A 287 1942
 NA1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1684
 NA1684  HISTORY     - Date     Condition        Report By
 NA1684  HISTORY     - 1942     MONUMENTED       CGS
 NA1684
 NA1684                          STATION DESCRIPTION
 NA1684
 NA1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1684'3.7 MI S FROM DERUYTER.
 NA1684'IN CHENANGO COUNTY 3.7 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST
 NA1684'OFFICE AT DERUYTER, MADISON COUNTY, AT A CONCRETE BRIDGE, IN THE
 NA1684'SOUTHWEST END OF THE SOUTHEAST ABUTMENT, 14 FEET SOUTHWEST OF THE
 NA1684'CENTER LINE OF THE ROAD, AND 1.8 FEET NORTHWEST OF THE SOUTHEAST
 NA1684'POST.  A STANDARD DISK, STAMPED A 287 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1678 ***********************************************************************
 NA1678  DESIGNATION -  A 288
 NA1678  PID         -  NA1678
 NA1678  STATE/COUNTY-  NY/CHENANGO
 NA1678  USGS QUAD   -  EAST PHARSALIA (1976)
 NA1678
 NA1678                         *CURRENT SURVEY CONTROL
 NA1678  ___________________________________________________________________
 NA1678* NAD 83(1986)-  42 34 28.     (N)    075 43 09.     (W)     SCALED    
 NA1678* NAVD 88     -       508.726  (meters)    1669.05   (feet)  ADJUSTED  
 NA1678  ___________________________________________________________________
 NA1678  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NA1678  DYNAMIC HT  -         508.544 (meters)    1668.45  (feet)  COMP
 NA1678  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 NA1678
 NA1678  VERT ORDER  -  SECOND    CLASS 0
 NA1678
 NA1678.The horizontal coordinates were scaled from a topographic map and have
 NA1678.an estimated accuracy of +/- 6 seconds.
 NA1678
 NA1678.The orthometric height was determined by differential leveling
 NA1678.and adjusted by the National Geodetic Survey in June 1991..
 NA1678
 NA1678.The geoid height was determined by GEOID03.
 NA1678
 NA1678.The dynamic height is computed by dividing the NAVD 88
 NA1678.geopotential number by the normal gravity value computed on the
 NA1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1678.degrees latitude (g = 980.6199 gals.).
 NA1678
 NA1678.The modeled gravity was interpolated from observed gravity values.
 NA1678
 NA1678;                    North         East    Units  Estimated Accuracy
 NA1678;SPC NY C     -   286,260.      320,950.      MT  (+/- 180 meters Scaled)
 NA1678
 NA1678                          SUPERSEDED SURVEY CONTROL
 NA1678
 NA1678  NGVD 29 (??/??/92)  508.838  (m)         1669.41   (f) ADJ UNCH    2 0
 NA1678
 NA1678.Superseded values are not recommended for survey control.
 NA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1678.See file dsdata.txt to determine how the superseded data were derived.
 NA1678
 NA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN409138(NAD 83)
 NA1678_MARKER: DB = BENCH MARK DISK
 NA1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1678_STAMPING: A 288 1942
 NA1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1678+STABILITY: SURFACE MOTION
 NA1678
 NA1678  HISTORY     - Date     Condition        Report By
 NA1678  HISTORY     - 1942     MONUMENTED       CGS
 NA1678
 NA1678                          STATION DESCRIPTION
 NA1678
 NA1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1678'1.2 MI N FROM EAST PHARSALIA.
 NA1678'1.2 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT EAST
 NA1678'PHARSALIA, CHENANGO COUNTY, 150 FEET SOUTH OF A 2-STORY FARMHOUSE,
 NA1678'35.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A RED BARN, 29 FEET EAST
 NA1678'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY
 NA1678'FENCE, AND 1 FOOT NORTH OF A WITNESS POST.  A STANDARD DISK, STAMPED A
 NA1678'288 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1540 ***********************************************************************
 NA1540  DESIGNATION -  A 289
 NA1540  PID         -  NA1540
 NA1540  STATE/COUNTY-  NY/MADISON
 NA1540  USGS QUAD   -  DE RUYTER (1943)
 NA1540
 NA1540                         *CURRENT SURVEY CONTROL
 NA1540  ___________________________________________________________________
 NA1540* NAD 83(1986)-  42 50 55.     (N)    075 53 38.     (W)     SCALED    
 NA1540* NAVD 88     -       396.239  (meters)    1299.99   (feet)  ADJUSTED  
 NA1540  ___________________________________________________________________
 NA1540  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NA1540  DYNAMIC HT  -         396.112 (meters)    1299.58  (feet)  COMP
 NA1540  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 NA1540
 NA1540  VERT ORDER  -  SECOND    CLASS 0
 NA1540
 NA1540.The horizontal coordinates were scaled from a topographic map and have
 NA1540.an estimated accuracy of +/- 6 seconds.
 NA1540
 NA1540.The orthometric height was determined by differential leveling
 NA1540.and adjusted by the National Geodetic Survey in June 1991..
 NA1540
 NA1540.The geoid height was determined by GEOID03.
 NA1540
 NA1540.The dynamic height is computed by dividing the NAVD 88
 NA1540.geopotential number by the normal gravity value computed on the
 NA1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1540.degrees latitude (g = 980.6199 gals.).
 NA1540
 NA1540.The modeled gravity was interpolated from observed gravity values.
 NA1540
 NA1540;                    North         East    Units  Estimated Accuracy
 NA1540;SPC NY C     -   316,580.      306,350.      MT  (+/- 180 meters Scaled)
 NA1540
 NA1540                          SUPERSEDED SURVEY CONTROL
 NA1540
 NA1540  NGVD 29 (??/??/92)  396.352  (m)         1300.36   (f) ADJ UNCH    2 0
 NA1540
 NA1540.Superseded values are not recommended for survey control.
 NA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1540.See file dsdata.txt to determine how the superseded data were derived.
 NA1540
 NA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN269443(NAD 83)
 NA1540_MARKER: DB = BENCH MARK DISK
 NA1540_SETTING: 0 = UNSPECIFIED SETTING
 NA1540_STAMPING: A 289 1942
 NA1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1540
 NA1540  HISTORY     - Date     Condition        Report By
 NA1540  HISTORY     - 1942     MONUMENTED       CGS
 NA1540
 NA1540                          STATION DESCRIPTION
 NA1540
 NA1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1540'2.0 MI W FROM NEW WOODSTOCK.
 NA1540'0.4 MILE WEST ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT NEW
 NA1540'WOODSTOCK, MADISON COUNTY, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD,
 NA1540'AT THE INTERSECTION OF A NARROW GRAVEL ROAD, 33 FEET SOUTH OF THE
 NA1540'CENTER OF THE INTERSECTION, 2.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NA1540'FENCE, AN 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1714 ***********************************************************************
 KU1714  DESIGNATION -  A 28=III C OF NR
 KU1714  PID         -  KU1714
 KU1714  STATE/COUNTY-  NY/WESTCHESTER
 KU1714  USGS QUAD   -  MOUNT VERNON (1979)
 KU1714
 KU1714                         *CURRENT SURVEY CONTROL
 KU1714  ___________________________________________________________________
 KU1714* NAD 83(1986)-  40 54 39.     (N)    073 46 42.     (W)     SCALED    
 KU1714* NAVD 88     -        22.953  (meters)      75.31   (feet)  ADJUSTED  
 KU1714  ___________________________________________________________________
 KU1714  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU1714  DYNAMIC HT  -          22.945 (meters)      75.28  (feet)  COMP
 KU1714  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 KU1714
 KU1714  VERT ORDER  -  FIRST     CLASS I
 KU1714
 KU1714.The horizontal coordinates were scaled from a topographic map and have
 KU1714.an estimated accuracy of +/- 6 seconds.
 KU1714
 KU1714.The orthometric height was determined by differential leveling
 KU1714.and adjusted by the National Geodetic Survey in June 1991..
 KU1714
 KU1714.The geoid height was determined by GEOID03.
 KU1714
 KU1714.The dynamic height is computed by dividing the NAVD 88
 KU1714.geopotential number by the normal gravity value computed on the
 KU1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1714.degrees latitude (g = 980.6199 gals.).
 KU1714
 KU1714.The modeled gravity was interpolated from observed gravity values.
 KU1714
 KU1714;                    North         East    Units  Estimated Accuracy
 KU1714;SPC NY E     -   230,900.      210,790.      MT  (+/- 180 meters Scaled)
 KU1714
 KU1714                          SUPERSEDED SURVEY CONTROL
 KU1714
 KU1714  NGVD 29 (??/??/92)   23.275  (m)           76.36   (f) ADJ UNCH    1 1
 KU1714
 KU1714.Superseded values are not recommended for survey control.
 KU1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1714.See file dsdata.txt to determine how the superseded data were derived.
 KU1714
 KU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028295(NAD 83)
 KU1714_MARKER: B = BOLT
 KU1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1714_SP_SET: STONE POST
 KU1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1714+STABILITY: SURFACE MOTION
 KU1714
 KU1714  HISTORY     - Date     Condition        Report By
 KU1714  HISTORY     - UNK      MONUMENTED       NY4120
 KU1714  HISTORY     - 1965     GOOD             NGS
 KU1714
 KU1714                          STATION DESCRIPTION
 KU1714
 KU1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1714'AT NEW ROCHELLE.
 KU1714'AT NEW ROCHELLE, AT THE INTERSECTION OF MAIN STREET AND FRANKLIN
 KU1714'AVENUE, 9.0 FEET EAST OF THE EAST CURB OF FRANKLIN AVENUE, 6.0
 KU1714'FEET SOUTH OF THE SOUTH CURB OF MAIN STREET, 4 FEET SOUTH OF AN
 KU1714'IRON TRAFFIC LIGHT POST, 9.6 FEET NORTHEAST OF A FIRE ALARM BOX,
 KU1714'A COPPER BOLT SET IN THE TOP OF A STONE POST 1 FOOT BELOW THE
 KU1714'LEVEL OF THE SIDEWALK ACCESS TO WHICH IS HAD THROUGH A 6-BY-6-INCH
 KU1714'IRON COVER FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0454 ***********************************************************************
 OD0454  DESIGNATION -  A 29
 OD0454  PID         -  OD0454
 OD0454  STATE/COUNTY-  NY/WASHINGTON
 OD0454  USGS QUAD   -  THORN HILL (1972)
 OD0454
 OD0454                         *CURRENT SURVEY CONTROL
 OD0454  ___________________________________________________________________
 OD0454* NAD 83(1986)-  43 33 54.     (N)    073 20 45.     (W)     SCALED    
 OD0454* NAVD 88     -        65.552  (meters)     215.07   (feet)  ADJUSTED  
 OD0454  ___________________________________________________________________
 OD0454  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 OD0454  DYNAMIC HT  -          65.538 (meters)     215.02  (feet)  COMP
 OD0454  MODELED GRAV-     980,415.7   (mgal)                       NAVD 88
 OD0454
 OD0454  VERT ORDER  -  FIRST     CLASS II
 OD0454
 OD0454.The horizontal coordinates were scaled from a topographic map and have
 OD0454.an estimated accuracy of +/- 6 seconds.
 OD0454
 OD0454.The orthometric height was determined by differential leveling
 OD0454.and adjusted by the National Geodetic Survey in June 1991..
 OD0454
 OD0454.The geoid height was determined by GEOID03.
 OD0454
 OD0454.The dynamic height is computed by dividing the NAVD 88
 OD0454.geopotential number by the normal gravity value computed on the
 OD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0454.degrees latitude (g = 980.6199 gals.).
 OD0454
 OD0454.The modeled gravity was interpolated from observed gravity values.
 OD0454
 OD0454;                    North         East    Units  Estimated Accuracy
 OD0454;SPC NY E     -   526,080.      243,240.      MT  (+/- 180 meters Scaled)
 OD0454
 OD0454                          SUPERSEDED SURVEY CONTROL
 OD0454
 OD0454  NGVD 29 (??/??/92)   65.704  (m)          215.56   (f) ADJ UNCH    1 2
 OD0454
 OD0454.Superseded values are not recommended for survey control.
 OD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0454.See file dsdata.txt to determine how the superseded data were derived.
 OD0454
 OD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP335248(NAD 83)
 OD0454_MARKER: DB = BENCH MARK DISK
 OD0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0454_STAMPING: A 29 1927
 OD0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0454+STABILITY: SURFACE MOTION
 OD0454
 OD0454  HISTORY     - Date     Condition        Report By
 OD0454  HISTORY     - 1927     MONUMENTED       CGS
 OD0454  HISTORY     - 1973     GOOD             NGS
 OD0454
 OD0454                          STATION DESCRIPTION
 OD0454
 OD0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0454'3.35 MI NE FROM WHITEHALL.
 OD0454'ABOUT 3.35 MILES NORTHEAST ALONG THE RUTLAND BRANCH OF THE DELAWARE
 OD0454'AND HUDSON RAILROAD FROM THE STATION AT WHITEHALL, ABOUT 305 YARDS
 OD0454'SOUTHWEST OF MILEPOST A 81-R21, ABOUT 267 YARDS NORTHEAST OF CENTER OF
 OD0454'A BLACKTOP ROAD CROSSING, ABOUT 0.1 MILE SOUTHWEST OF THE SOUTHWEST
 OD0454'END OF A ROCK CUT, AT AN ABANDONED ROAD CROSSING (CROSSING IS CLEARLY
 OD0454'IDENTIFIED BY CUT ON NORTHWEST SIDE OF TRACK - DIM ON SOUTHEAST SIDE
 OD0454'OF TRACK), 24 FEET SOUTHEAST OF SOUTHEAST RAIL, 5 FEET NORTHWEST OF A
 OD0454'FENCE LINE, 23 FEET SOUTHWEST OF CENTER LINE OF ABANDONED ROAD, 9 1/2
 OD0454'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 OD0454'LEVEL OF TRACK, IN BRUSH AND SET IN THE TOP OF A CONCRETE POST
 OD0454'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1175 ***********************************************************************
 OE1175  DESIGNATION -  A 290
 OE1175  PID         -  OE1175
 OE1175  STATE/COUNTY-  NY/ONEIDA
 OE1175  USGS QUAD   -  VERNON (1955)
 OE1175
 OE1175                         *CURRENT SURVEY CONTROL
 OE1175  ___________________________________________________________________
 OE1175* NAD 83(1986)-  43 04 24.     (N)    075 30 07.     (W)     SCALED    
 OE1175* NAVD 88     -       217.386  (meters)     713.21   (feet)  ADJUSTED  
 OE1175  ___________________________________________________________________
 OE1175  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 OE1175  DYNAMIC HT  -         217.327 (meters)     713.01  (feet)  COMP
 OE1175  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 OE1175
 OE1175  VERT ORDER  -  SECOND    CLASS 0
 OE1175
 OE1175.The horizontal coordinates were scaled from a topographic map and have
 OE1175.an estimated accuracy of +/- 6 seconds.
 OE1175
 OE1175.The orthometric height was determined by differential leveling
 OE1175.and adjusted by the National Geodetic Survey in June 1991..
 OE1175
 OE1175.The geoid height was determined by GEOID03.
 OE1175
 OE1175.The dynamic height is computed by dividing the NAVD 88
 OE1175.geopotential number by the normal gravity value computed on the
 OE1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1175.degrees latitude (g = 980.6199 gals.).
 OE1175
 OE1175.The modeled gravity was interpolated from observed gravity values.
 OE1175
 OE1175;                    North         East    Units  Estimated Accuracy
 OE1175;SPC NY C     -   341,880.      338,070.      MT  (+/- 180 meters Scaled)
 OE1175
 OE1175                          SUPERSEDED SURVEY CONTROL
 OE1175
 OE1175  NGVD 29 (??/??/92)  217.542  (m)          713.72   (f) ADJ UNCH    2 0
 OE1175
 OE1175.Superseded values are not recommended for survey control.
 OE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1175.See file dsdata.txt to determine how the superseded data were derived.
 OE1175
 OE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN591690(NAD 83)
 OE1175_MARKER: DB = BENCH MARK DISK
 OE1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1175_STAMPING: A 290 1942
 OE1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1175+STABILITY: SURFACE MOTION
 OE1175
 OE1175  HISTORY     - Date     Condition        Report By
 OE1175  HISTORY     - 1942     MONUMENTED       CGS
 OE1175  HISTORY     - 1974     MARK NOT FOUND   USGS
 OE1175
 OE1175                          STATION DESCRIPTION
 OE1175
 OE1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1175'2.2 MI E FROM VERNON.
 OE1175'2.2 MILES EAST ALONG STATE HIGHWAY NO. 5 FROM THE VERNON HIGH SCHOOL
 OE1175'AT VERNON, AT AN INTERSECTION OF STATE HIGHWAY NO. 5 AND NO. 26, 65
 OE1175'FEET EAST OF THE CENTER LINE OF HIGHWAY NO. 26, 50 FEET NORTH OF THE
 OE1175'CENTER LINE OF HIGHWAY NO. 5, 9 FEET NORTHWEST OF POWER LINE POLE NO.
 OE1175'748 S, 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF
 OE1175'A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST. NOTE--
 OE1175'AREA PLOWED AND PLANTED.
 OE1175
 OE1175                          STATION RECOVERY (1974)
 OE1175
 OE1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OE1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1557 ***********************************************************************
 NA1557  DESIGNATION -  A 291
 NA1557  PID         -  NA1557
 NA1557  STATE/COUNTY-  NY/MADISON
 NA1557  USGS QUAD   -  CAZENOVIA (1943)
 NA1557
 NA1557                         *CURRENT SURVEY CONTROL
 NA1557  ___________________________________________________________________
 NA1557* NAD 83(1986)-  42 56 13.     (N)    075 49 26.     (W)     SCALED    
 NA1557* NAVD 88     -       409.616  (meters)    1343.88   (feet)  ADJUSTED  
 NA1557  ___________________________________________________________________
 NA1557  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NA1557  DYNAMIC HT  -         409.493 (meters)    1343.48  (feet)  COMP
 NA1557  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 NA1557
 NA1557  VERT ORDER  -  SECOND    CLASS 0
 NA1557
 NA1557.The horizontal coordinates were scaled from a topographic map and have
 NA1557.an estimated accuracy of +/- 6 seconds.
 NA1557
 NA1557.The orthometric height was determined by differential leveling
 NA1557.and adjusted by the National Geodetic Survey in June 1991..
 NA1557
 NA1557.The geoid height was determined by GEOID03.
 NA1557
 NA1557.The dynamic height is computed by dividing the NAVD 88
 NA1557.geopotential number by the normal gravity value computed on the
 NA1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1557.degrees latitude (g = 980.6199 gals.).
 NA1557
 NA1557.The modeled gravity was interpolated from observed gravity values.
 NA1557
 NA1557;                    North         East    Units  Estimated Accuracy
 NA1557;SPC NY C     -   326,450.      311,990.      MT  (+/- 180 meters Scaled)
 NA1557
 NA1557                          SUPERSEDED SURVEY CONTROL
 NA1557
 NA1557  NGVD 29 (??/??/92)  409.742  (m)         1344.30   (f) ADJ UNCH    2 0
 NA1557
 NA1557.Superseded values are not recommended for survey control.
 NA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1557.See file dsdata.txt to determine how the superseded data were derived.
 NA1557
 NA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN327541(NAD 83)
 NA1557_MARKER: DB = BENCH MARK DISK
 NA1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1557_STAMPING: A 291 1942
 NA1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1557+STABILITY: SURFACE MOTION
 NA1557
 NA1557  HISTORY     - Date     Condition        Report By
 NA1557  HISTORY     - 1942     MONUMENTED       CGS
 NA1557  HISTORY     - 1968     GOOD             KONSKI
 NA1557
 NA1557                          STATION DESCRIPTION
 NA1557
 NA1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1557'1.6 MI E FROM CAZENOVIA.
 NA1557'1.6 MILES EAST ALONG THE CAZENOVIA TO PETERBORO PAVED ROAD FROM THE
 NA1557'MUNICIPAL BUILDING AT CAZENOVIA, AT THE FARM HOME OF GEORGE BLUM, AT
 NA1557'AN INTERSECTION OF THE PAVED ROAD AND A PRIVATE DRIVE TO THE BARN, 37
 NA1557'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 15 FEET NORTHEAST OF
 NA1557'THE CENTER LINE OF THE PRIVATE DRIVE, 10 FEET NORTH OF A FENCE CORNER
 NA1557'POST, 1.6 FEET WEST OF A FENCE, AND 1 FOOT SOUTH OF A REFERENCE POST.
 NA1557'A DISK, SET IN THE TOP OF A CONCRETE POST.
 NA1557
 NA1557                          STATION RECOVERY (1968)
 NA1557
 NA1557'RECOVERY NOTE BY KONSKI ENGINEERS 1968
 NA1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0060 ***********************************************************************
 LY0060  DESIGNATION -  A 292
 LY0060  PID         -  LY0060
 LY0060  STATE/COUNTY-  NY/ULSTER
 LY0060  USGS QUAD   -  WEST SHOKAN (1969)
 LY0060
 LY0060                         *CURRENT SURVEY CONTROL
 LY0060  ___________________________________________________________________
 LY0060* NAD 83(1986)-  41 52 44.     (N)    074 18 25.     (W)     SCALED    
 LY0060* NAVD 88     -       286.017  (meters)     938.37   (feet)  ADJUSTED  
 LY0060  ___________________________________________________________________
 LY0060  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LY0060  DYNAMIC HT  -         285.904 (meters)     938.00  (feet)  COMP
 LY0060  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 LY0060
 LY0060  VERT ORDER  -  SECOND    CLASS 0
 LY0060
 LY0060.The horizontal coordinates were scaled from a topographic map and have
 LY0060.an estimated accuracy of +/- 6 seconds.
 LY0060
 LY0060.The orthometric height was determined by differential leveling
 LY0060.and adjusted by the National Geodetic Survey in June 1991..
 LY0060
 LY0060.The geoid height was determined by GEOID03.
 LY0060
 LY0060.The dynamic height is computed by dividing the NAVD 88
 LY0060.geopotential number by the normal gravity value computed on the
 LY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0060.degrees latitude (g = 980.6199 gals.).
 LY0060
 LY0060.The modeled gravity was interpolated from observed gravity values.
 LY0060
 LY0060;                    North         East    Units  Estimated Accuracy
 LY0060;SPC NY E     -   338,170.      166,020.      MT  (+/- 180 meters Scaled)
 LY0060
 LY0060                          SUPERSEDED SURVEY CONTROL
 LY0060
 LY0060  NGVD 29 (??/??/92)  286.224  (m)          939.05   (f) ADJ UNCH    2 0
 LY0060
 LY0060.Superseded values are not recommended for survey control.
 LY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0060.See file dsdata.txt to determine how the superseded data were derived.
 LY0060
 LY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM575365(NAD 83)
 LY0060_MARKER: DB = BENCH MARK DISK
 LY0060_SETTING: 80 = SET IN A BOULDER
 LY0060_SP_SET: BOULDER
 LY0060_STAMPING: A 292 1942
 LY0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0060+STABILITY: SURFACE MOTION
 LY0060
 LY0060  HISTORY     - Date     Condition        Report By
 LY0060  HISTORY     - 1942     MONUMENTED       CGS
 LY0060
 LY0060                          STATION DESCRIPTION
 LY0060
 LY0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0060'1 MI SW FROM SAMSONVILLE.
 LY0060'1.0 MILE SOUTHWEST ALONG A MACADAM ROAD FROM THE METHODIST
 LY0060'CHURCH AT SAMSONVILLE, ULSTER COUNTY, 150 YARDS WEST OF THE
 LY0060'JUNCTION OF A MACADAM ROAD LEADING SOUTH TO MOMBACCUS, 81 FEET
 LY0060'NORTHWEST OF THE WEST CORNER OF A 2-STORY WHITE HOUSE, 55 FEET
 LY0060'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 59 FEET WEST OF POLE
 LY0060'22540-K, IN THE TOP OF A BOULDER, AND 2 FEET HIGHER THAN THE
 LY0060'ROAD.  A STANDARD DISK, STAMPED A 292 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1107 ***********************************************************************
 NA1107  DESIGNATION -  A 293
 NA1107  PID         -  NA1107
 NA1107  STATE/COUNTY-  NY/HERKIMER
 NA1107  USGS QUAD   -  MILLERS MILLS (1943)
 NA1107
 NA1107                         *CURRENT SURVEY CONTROL
 NA1107  ___________________________________________________________________
 NA1107* NAD 83(1986)-  42 55 25.     (N)    075 00 53.     (W)     SCALED    
 NA1107* NAVD 88     -       477.102  (meters)    1565.29   (feet)  ADJUSTED  
 NA1107  ___________________________________________________________________
 NA1107  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 NA1107  DYNAMIC HT  -         476.949 (meters)    1564.79  (feet)  COMP
 NA1107  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 NA1107
 NA1107  VERT ORDER  -  SECOND    CLASS 0
 NA1107
 NA1107.The horizontal coordinates were scaled from a topographic map and have
 NA1107.an estimated accuracy of +/- 6 seconds.
 NA1107
 NA1107.The orthometric height was determined by differential leveling
 NA1107.and adjusted by the National Geodetic Survey in June 1991..
 NA1107
 NA1107.The geoid height was determined by GEOID03.
 NA1107
 NA1107.The dynamic height is computed by dividing the NAVD 88
 NA1107.geopotential number by the normal gravity value computed on the
 NA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1107.degrees latitude (g = 980.6199 gals.).
 NA1107
 NA1107.The modeled gravity was interpolated from observed gravity values.
 NA1107
 NA1107;                    North         East    Units  Estimated Accuracy
 NA1107;SPC NY E     -   454,320.      107,980.      MT  (+/- 180 meters Scaled)
 NA1107
 NA1107                          SUPERSEDED SURVEY CONTROL
 NA1107
 NA1107  NGVD 29 (??/??/92)  477.239  (m)         1565.74   (f) ADJ UNCH    2 0
 NA1107
 NA1107.Superseded values are not recommended for survey control.
 NA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1107.See file dsdata.txt to determine how the superseded data were derived.
 NA1107
 NA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN987523(NAD 83)
 NA1107_MARKER: DB = BENCH MARK DISK
 NA1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1107_STAMPING: A 293 1942
 NA1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1107+STABILITY: SURFACE MOTION
 NA1107
 NA1107  HISTORY     - Date     Condition        Report By
 NA1107  HISTORY     - 1942     MONUMENTED       CGS
 NA1107  HISTORY     - 1977     GOOD             NYDT
 NA1107
 NA1107                          STATION DESCRIPTION
 NA1107
 NA1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1107'1.3 MI SE FROM COLUMBIA CENTER.
 NA1107'1.3 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE TOWN HALL AT
 NA1107'COLUMBIA CENTER, AT COLUMBIA CEMETERY, 26 FEET NORTHWEST OF THE
 NA1107'CENTER LINE OF A GRAVEL ENTRANCE ROAD, 28 FEET SOUTHWEST OF THE
 NA1107'CENTER LINE OF THE BLACK TOP ROAD, 2.8 FEET NORTHEAST OF THE CEMETERY
 NA1107'FENCE, AND 2 FEET SOUTHEAST OF A REFERENCE POST.  A DISK, SET IN THE
 NA1107'TOP OF A CONCRETE POST.
 NA1107
 NA1107                          STATION RECOVERY (1977)
 NA1107
 NA1107'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA1107'THE MARK IS LOCATED ABOUT 1.3 MILES SOUTHEAST ALONG THE JORDANVILLE
 NA1107'ROAD FROM ITS INTERSECTION WITH MCKOONS ROAD IN COLUMBIA CENTER,
 NA1107'HERKIMER COUNTY, AT THE COLUMBIA CEMETERY, 28 FEET SOUTHWEST OF THE
 NA1107'CENTERLINE OF THE HIGHWAY, 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 NA1107'GRAVEL ENTRANCE ROAD, AND 2.8 FEET NORTHEAST OF THE CEMETERY FENCE.
 NA1107'THE MARK IS A STANDARD DISK, STAMPED A 293 1942 AND SET IN THE TOP OF
 NA1107'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1173 ***********************************************************************
 NA1173  DESIGNATION -  A 295
 NA1173  PID         -  NA1173
 NA1173  STATE/COUNTY-  NY/OTSEGO
 NA1173  USGS QUAD   -  EDMESTON (1994)
 NA1173
 NA1173                         *CURRENT SURVEY CONTROL
 NA1173  ___________________________________________________________________
 NA1173* NAD 83(1986)-  42 37 55.     (N)    075 14 37.     (W)     SCALED    
 NA1173* NAVD 88     -       512.339  (meters)    1680.90   (feet)  ADJUSTED  
 NA1173  ___________________________________________________________________
 NA1173  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 NA1173  DYNAMIC HT  -         512.168 (meters)    1680.34  (feet)  COMP
 NA1173  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 NA1173
 NA1173  VERT ORDER  -  SECOND    CLASS 0
 NA1173
 NA1173.The horizontal coordinates were scaled from a topographic map and have
 NA1173.an estimated accuracy of +/- 6 seconds.
 NA1173
 NA1173.The orthometric height was determined by differential leveling
 NA1173.and adjusted by the National Geodetic Survey in June 1991..
 NA1173
 NA1173.The geoid height was determined by GEOID03.
 NA1173
 NA1173.The dynamic height is computed by dividing the NAVD 88
 NA1173.geopotential number by the normal gravity value computed on the
 NA1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1173.degrees latitude (g = 980.6199 gals.).
 NA1173
 NA1173.The modeled gravity was interpolated from observed gravity values.
 NA1173
 NA1173;                    North         East    Units  Estimated Accuracy
 NA1173;SPC NY E     -   422,060.       89,010.      MT  (+/- 180 meters Scaled)
 NA1173
 NA1173                          SUPERSEDED SURVEY CONTROL
 NA1173
 NA1173  NGVD 29 (??/??/92)  512.460  (m)         1681.30   (f) ADJ UNCH    2 0
 NA1173
 NA1173.Superseded values are not recommended for survey control.
 NA1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1173.See file dsdata.txt to determine how the superseded data were derived.
 NA1173
 NA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN800199(NAD 83)
 NA1173_MARKER: DB = BENCH MARK DISK
 NA1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1173_STAMPING: A 295 1942
 NA1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1173+STABILITY: SURFACE MOTION
 NA1173
 NA1173  HISTORY     - Date     Condition        Report By
 NA1173  HISTORY     - 1942     MONUMENTED       CGS
 NA1173
 NA1173                          STATION DESCRIPTION
 NA1173
 NA1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1173'4.4 MI W FROM GARRATTSVILLE.
 NA1173'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 51 FROM THE POST OFFICE AT
 NA1173'GARRATTSVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.7
 NA1173'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.9 MILE WEST ALONG A DIRT
 NA1173'ROAD, THENCE 0.9 MILE WEST ALONG A GRAVEL ROAD, AT A Y INTERSECTION
 NA1173'OF GRAVEL ROADS, 16 FEET SOUTHWEST OF THE CENTER LINE OF ONE OF THE
 NA1173'ROADS, 25 FEET EAST OF THE CENTER LINE OF THE OTHER ROAD, AND 1.6
 NA1173'FEET EAST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE
 NA1173'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0156 ***********************************************************************
 NA0156  DESIGNATION -  A 296
 NA0156  PID         -  NA0156
 NA0156  STATE/COUNTY-  NY/SCHOHARIE
 NA0156  USGS QUAD   -  SCHOHARIE (1994)
 NA0156
 NA0156                         *CURRENT SURVEY CONTROL
 NA0156  ___________________________________________________________________
 NA0156* NAD 83(1986)-  42 40 43.     (N)    074 17 06.     (W)     SCALED    
 NA0156* NAVD 88     -       219.805  (meters)     721.14   (feet)  ADJUSTED  
 NA0156  ___________________________________________________________________
 NA0156  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NA0156  DYNAMIC HT  -         219.738 (meters)     720.92  (feet)  COMP
 NA0156  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 NA0156
 NA0156  VERT ORDER  -  SECOND    CLASS 0
 NA0156
 NA0156.The horizontal coordinates were scaled from a topographic map and have
 NA0156.an estimated accuracy of +/- 6 seconds.
 NA0156
 NA0156.The orthometric height was determined by differential leveling
 NA0156.and adjusted by the National Geodetic Survey in June 1991..
 NA0156
 NA0156.The geoid height was determined by GEOID03.
 NA0156
 NA0156.The dynamic height is computed by dividing the NAVD 88
 NA0156.geopotential number by the normal gravity value computed on the
 NA0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0156.degrees latitude (g = 980.6199 gals.).
 NA0156
 NA0156.The modeled gravity was interpolated from observed gravity values.
 NA0156
 NA0156;                    North         East    Units  Estimated Accuracy
 NA0156;SPC NY E     -   427,000.      167,620.      MT  (+/- 180 meters Scaled)
 NA0156
 NA0156                          SUPERSEDED SURVEY CONTROL
 NA0156
 NA0156  NGVD 29 (??/??/92)  219.953  (m)          721.63   (f) ADJ UNCH    2 0
 NA0156
 NA0156.Superseded values are not recommended for survey control.
 NA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0156.See file dsdata.txt to determine how the superseded data were derived.
 NA0156
 NA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN585253(NAD 83)
 NA0156_MARKER: DB = BENCH MARK DISK
 NA0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0156_SP_SET: CULVERT
 NA0156_STAMPING: A 296 1942
 NA0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0156
 NA0156  HISTORY     - Date     Condition        Report By
 NA0156  HISTORY     - 1942     MONUMENTED       CGS
 NA0156
 NA0156                          STATION DESCRIPTION
 NA0156
 NA0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0156'2.8 MI NW FROM GALLUPVILLE.
 NA0156'ABOUT 2.8 MILES NORTHWEST ALONG HIGHWAY NO. 43 FROM THE HIGHWAY
 NA0156'BRIDGE OVER KING CREEK AT GALLUPVILLE, 200 FEET WEST OF THE ENTRANCE
 NA0156'TO THE M. ZIMMER FARM, 15.5 FEET NORTH OF THE CENTER LINE OF THE
 NA0156'HIGHWAY, 5 FEET SOUTHWEST OF N.Y.P. POLE NO. 26, A U.S.C. AND G.S.
 NA0156'DISK SET IN TOP OF THE NORTH HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1646 ***********************************************************************
 NA1646  DESIGNATION -  A 297
 NA1646  PID         -  NA1646
 NA1646  STATE/COUNTY-  NY/CHENANGO
 NA1646  USGS QUAD   -  EARLVILLE (1943)
 NA1646
 NA1646                         *CURRENT SURVEY CONTROL
 NA1646  ___________________________________________________________________
 NA1646* NAD 83(1986)-  42 43 50.     (N)    075 33 29.     (W)     SCALED    
 NA1646* NAVD 88     -       349.652  (meters)    1147.15   (feet)  ADJUSTED  
 NA1646  ___________________________________________________________________
 NA1646  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NA1646  DYNAMIC HT  -         349.542 (meters)    1146.79  (feet)  COMP
 NA1646  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NA1646
 NA1646  VERT ORDER  -  SECOND    CLASS 0
 NA1646
 NA1646.The horizontal coordinates were scaled from a topographic map and have
 NA1646.an estimated accuracy of +/- 6 seconds.
 NA1646
 NA1646.The orthometric height was determined by differential leveling
 NA1646.and adjusted by the National Geodetic Survey in June 1991..
 NA1646
 NA1646.The geoid height was determined by GEOID03.
 NA1646
 NA1646.The dynamic height is computed by dividing the NAVD 88
 NA1646.geopotential number by the normal gravity value computed on the
 NA1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1646.degrees latitude (g = 980.6199 gals.).
 NA1646
 NA1646.The modeled gravity was interpolated from observed gravity values.
 NA1646
 NA1646;                    North         East    Units  Estimated Accuracy
 NA1646;SPC NY C     -   303,750.      333,960.      MT  (+/- 180 meters Scaled)
 NA1646
 NA1646                          SUPERSEDED SURVEY CONTROL
 NA1646
 NA1646  NGVD 29 (??/??/92)  349.774  (m)         1147.55   (f) ADJ UNCH    2 0
 NA1646
 NA1646.Superseded values are not recommended for survey control.
 NA1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1646.See file dsdata.txt to determine how the superseded data were derived.
 NA1646
 NA1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN543310(NAD 83)
 NA1646_MARKER: DB = BENCH MARK DISK
 NA1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1646_STAMPING: A 297 1942
 NA1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1646+STABILITY: SURFACE MOTION
 NA1646
 NA1646  HISTORY     - Date     Condition        Report By
 NA1646  HISTORY     - 1942     MONUMENTED       CGS
 NA1646
 NA1646                          STATION DESCRIPTION
 NA1646
 NA1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1646'1.2 MI SW FROM EARLVILLE.
 NA1646'1.2 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 NA1646'EARLVILLE, CHENANGO COUNTY, 12.5 FEET SOUTHWEST OF POLE 221, AT THE
 NA1646'NORTHWEST CORNER OF A PASTURE, 38 FEET WEST OF THE CENTER LINE OF THE
 NA1646'ROAD, 15.8 FEET WEST OF A 3-WAY CORNER FENCE POST, 15.8 FEET WEST OF
 NA1646'THE NORTH-AND-SOUTH FENCE, 2.5 FEET SOUTH OF THE EAST-AND-WEST FENCE,
 NA1646'AND 1 FOOT EAST OF A WITNESS POST.  A STANDARD DISK, STAMPED A 297
 NA1646'1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1052 ***********************************************************************
 NA1052  DESIGNATION -  A 298
 NA1052  PID         -  NA1052
 NA1052  STATE/COUNTY-  NY/CHENANGO
 NA1052  USGS QUAD   -  SHERBURNE (1994)
 NA1052
 NA1052                         *CURRENT SURVEY CONTROL
 NA1052  ___________________________________________________________________
 NA1052* NAD 83(1986)-  42 43 07.     (N)    075 25 50.     (W)     SCALED    
 NA1052* NAVD 88     -       507.195  (meters)    1664.02   (feet)  ADJUSTED  
 NA1052  ___________________________________________________________________
 NA1052  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 NA1052  DYNAMIC HT  -         507.029 (meters)    1663.48  (feet)  COMP
 NA1052  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 NA1052
 NA1052  VERT ORDER  -  SECOND    CLASS 0
 NA1052
 NA1052.The horizontal coordinates were scaled from a topographic map and have
 NA1052.an estimated accuracy of +/- 6 seconds.
 NA1052
 NA1052.The orthometric height was determined by differential leveling
 NA1052.and adjusted by the National Geodetic Survey in June 1991..
 NA1052
 NA1052.The geoid height was determined by GEOID03.
 NA1052
 NA1052.The dynamic height is computed by dividing the NAVD 88
 NA1052.geopotential number by the normal gravity value computed on the
 NA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1052.degrees latitude (g = 980.6199 gals.).
 NA1052
 NA1052.The modeled gravity was interpolated from observed gravity values.
 NA1052
 NA1052;                    North         East    Units  Estimated Accuracy
 NA1052;SPC NY C     -   302,560.      344,420.      MT  (+/- 180 meters Scaled)
 NA1052
 NA1052                          SUPERSEDED SURVEY CONTROL
 NA1052
 NA1052  NGVD 29 (??/??/92)  507.313  (m)         1664.41   (f) ADJ UNCH    2 0
 NA1052
 NA1052.Superseded values are not recommended for survey control.
 NA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1052.See file dsdata.txt to determine how the superseded data were derived.
 NA1052
 NA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN647296(NAD 83)
 NA1052_MARKER: DB = BENCH MARK DISK
 NA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1052_STAMPING: A 298 1942
 NA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1052+STABILITY: SURFACE MOTION
 NA1052
 NA1052  HISTORY     - Date     Condition        Report By
 NA1052  HISTORY     - 1942     MONUMENTED       CGS
 NA1052
 NA1052                          STATION DESCRIPTION
 NA1052
 NA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1052'1.9 MI E FROM SHERBURNE.
 NA1052'1.9 MILES EAST ALONG STATE HIGHWAY 80 FROM THE NATIONAL BANK AND
 NA1052'TRUST CO. BUILDING AT SHERBURNE, CHENANGO COUNTY, THENCE 3.6 MILES
 NA1052'NORTHEAST ALONG A COUNTY ROAD, AT THE JUNCTION OF A ROAD LEADING
 NA1052'NORTH INTO A FIELD, 25.5 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 NA1052'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE SIDE ROAD, 24 FEET
 NA1052'SOUTHWEST OF A TRIANGULAR-BLAZED 20-INCH MAPLE TREE, 4 FEET SOUTH OF
 NA1052'THE RIGHT-OF-WAY FENCE, AND 0.8 FOOT SOUTH OF A WITNESS POST.  A
 NA1052'STANDARD DISK, STAMPED A 298 1942 AND SET IN THE TOP OF A CONCRETE
 NA1052'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1377 ***********************************************************************
 NA1377  DESIGNATION -  A 299
 NA1377  PID         -  NA1377
 NA1377  STATE/COUNTY-  NY/DELAWARE
 NA1377  USGS QUAD   -  FRANKLIN (1982)
 NA1377
 NA1377                         *CURRENT SURVEY CONTROL
 NA1377  ___________________________________________________________________
 NA1377* NAD 83(1986)-  42 21 19.     (N)    075 09 52.     (W)     SCALED    
 NA1377* NAVD 88     -       406.316  (meters)    1333.06   (feet)  ADJUSTED  
 NA1377  ___________________________________________________________________
 NA1377  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 NA1377  DYNAMIC HT  -         406.172 (meters)    1332.58  (feet)  COMP
 NA1377  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 NA1377
 NA1377  VERT ORDER  -  SECOND    CLASS 0
 NA1377
 NA1377.The horizontal coordinates were scaled from a topographic map and have
 NA1377.an estimated accuracy of +/- 6 seconds.
 NA1377
 NA1377.The orthometric height was determined by differential leveling
 NA1377.and adjusted by the National Geodetic Survey in June 1991..
 NA1377
 NA1377.The geoid height was determined by GEOID03.
 NA1377
 NA1377.The dynamic height is computed by dividing the NAVD 88
 NA1377.geopotential number by the normal gravity value computed on the
 NA1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1377.degrees latitude (g = 980.6199 gals.).
 NA1377
 NA1377.The modeled gravity was interpolated from observed gravity values.
 NA1377
 NA1377;                    North         East    Units  Estimated Accuracy
 NA1377;SPC NY E     -   391,270.       95,260.      MT  (+/- 180 meters Scaled)
 NA1377
 NA1377                          SUPERSEDED SURVEY CONTROL
 NA1377
 NA1377  NGVD 29 (??/??/92)  406.444  (m)         1333.47   (f) ADJ UNCH    2 0
 NA1377
 NA1377.Superseded values are not recommended for survey control.
 NA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1377.See file dsdata.txt to determine how the superseded data were derived.
 NA1377
 NA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM864892(NAD 83)
 NA1377_MARKER: DB = BENCH MARK DISK
 NA1377_SETTING: 80 = SET IN A BOULDER
 NA1377_SP_SET: BOULDER
 NA1377_STAMPING: A-299 1942
 NA1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1377+STABILITY: SURFACE MOTION
 NA1377
 NA1377  HISTORY     - Date     Condition        Report By
 NA1377  HISTORY     - 1942     MONUMENTED       CGS
 NA1377
 NA1377                          STATION DESCRIPTION
 NA1377
 NA1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1377'1.3 MI N FROM FRANKLIN.
 NA1377'1.3 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA1377'FRANKLIN, SET IN THE TOP OF A BOULDER AT THE INTERSECTION OF THE MAIN
 NA1377'ROAD AND A SIDE ROAD LEADING EAST, 91 FEET NORTH OF THE CENTER-LINE
 NA1377'OF THE SIDE ROAD, 19 FEET WEST OF THE RIGHT-OF-WAY FENCE, 15.5 FEET
 NA1377'EAST OF THE CENTER-LINE OF THE MAIN ROAD, ABOUT 2 FEET ABOVE ROAD.  A
 NA1377'BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0689 ***********************************************************************
 PG0689  DESIGNATION -  A 3
 PG0689  PID         -  PG0689
 PG0689  STATE/COUNTY-  NY/ESSEX
 PG0689  USGS QUAD   -  
 PG0689
 PG0689                         *CURRENT SURVEY CONTROL
 PG0689  ___________________________________________________________________
 PG0689* NAD 83(1986)-  44 11 15.     (N)    073 27 06.     (W)     SCALED    
 PG0689* NAVD 88     -        83.426  (meters)     273.71   (feet)  ADJUSTED  
 PG0689  ___________________________________________________________________
 PG0689  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG0689  DYNAMIC HT  -          83.414 (meters)     273.67  (feet)  COMP
 PG0689  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 PG0689
 PG0689  VERT ORDER  -  FIRST     CLASS II
 PG0689
 PG0689.The horizontal coordinates were scaled from a topographic map and have
 PG0689.an estimated accuracy of +/- 6 seconds.
 PG0689
 PG0689.The orthometric height was determined by differential leveling
 PG0689.and adjusted by the National Geodetic Survey in June 1991..
 PG0689
 PG0689.The geoid height was determined by GEOID03.
 PG0689
 PG0689.The dynamic height is computed by dividing the NAVD 88
 PG0689.geopotential number by the normal gravity value computed on the
 PG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0689.degrees latitude (g = 980.6199 gals.).
 PG0689
 PG0689.The modeled gravity was interpolated from observed gravity values.
 PG0689
 PG0689;                    North         East    Units  Estimated Accuracy
 PG0689;SPC NY E     -   595,130.      233,810.      MT  (+/- 180 meters Scaled)
 PG0689
 PG0689                          SUPERSEDED SURVEY CONTROL
 PG0689
 PG0689  NGVD 29 (??/??/??)   83.582  (m)          274.22   (f) ADJUSTED    1 2
 PG0689
 PG0689.Superseded values are not recommended for survey control.
 PG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0689.See file dsdata.txt to determine how the superseded data were derived.
 PG0689
 PG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP237938(NAD 83)
 PG0689_MARKER: DB = BENCH MARK DISK
 PG0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0689_SP_SET: OVERPASS
 PG0689_STAMPING: A 3 1916
 PG0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG0689+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0689
 PG0689  HISTORY     - Date     Condition        Report By
 PG0689  HISTORY     - 1916     MONUMENTED       CGS
 PG0689  HISTORY     - 1973     GOOD             NGS
 PG0689  HISTORY     - 1982     GOOD             NGS
 PG0689  HISTORY     - 20051007 GOOD             NYDT
 PG0689
 PG0689                          STATION DESCRIPTION
 PG0689
 PG0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0689'IN WESTPORT.
 PG0689'AT WESTPORT, ALONG THE DELAWARE AND HUDSON RAILWAY, ABOUT 60 YARDS
 PG0689'NORTH OF THE NORTHEAST CORNER OF STATION, AT RAILROAD OVERPASS 127/83
 PG0689'OVER STATE HIGHWAY 9N, IN THE TOP OF WEST END OF CAP STONE OF NORTH
 PG0689'STONE ABUTMENT, 19.2 FEET WEST OF THE WEST RAIL OF MAIN TRACK, 5.9
 PG0689'FEET WEST OF WEST RAIL OF SIDE TRACK, 1 FOOT EAST OF WEST END OF
 PG0689'ABUTMENT, 1.2 FEET NORTH OF SOUTH EDGE OF ABUTMENT AND ABOUT 2 FEET
 PG0689'BELOW LEVEL OF TRACK.  NOTE--THE MARK IS PRESENTLY COVERED BY TIMBER
 PG0689'AND COULD NOT BE LEVELED TO AT THIS TIME.
 PG0689
 PG0689                          STATION RECOVERY (1982)
 PG0689
 PG0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PG0689'RECOVERED IN GOOD CONDITION.
 PG0689
 PG0689                          STATION RECOVERY (2005)
 PG0689
 PG0689'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0314 ***********************************************************************
 PH0314  DESIGNATION -  A 30
 PH0314  PID         -  PH0314
 PH0314  STATE/COUNTY-  NY/FRANKLIN
 PH0314  USGS QUAD   -  
 PH0314
 PH0314                         *CURRENT SURVEY CONTROL
 PH0314  ___________________________________________________________________
 PH0314* NAD 83(1986)-  44 13 18.     (N)    074 31 19.     (W)     SCALED    
 PH0314* NAVD 88     -       481.296  (meters)    1579.05   (feet)  ADJUSTED  
 PH0314  ___________________________________________________________________
 PH0314  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 PH0314  DYNAMIC HT  -         481.207 (meters)    1578.76  (feet)  COMP
 PH0314  MODELED GRAV-     980,418.6   (mgal)                       NAVD 88
 PH0314
 PH0314  VERT ORDER  -  FIRST     CLASS I
 PH0314
 PH0314.The horizontal coordinates were scaled from a topographic map and have
 PH0314.an estimated accuracy of +/- 6 seconds.
 PH0314
 PH0314.The orthometric height was determined by differential leveling
 PH0314.and adjusted by the National Geodetic Survey in June 1991..
 PH0314
 PH0314.The geoid height was determined by GEOID03.
 PH0314
 PH0314.The dynamic height is computed by dividing the NAVD 88
 PH0314.geopotential number by the normal gravity value computed on the
 PH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0314.degrees latitude (g = 980.6199 gals.).
 PH0314
 PH0314.The modeled gravity was interpolated from observed gravity values.
 PH0314
 PH0314;                    North         East    Units  Estimated Accuracy
 PH0314;SPC NY E     -   598,390.      148,250.      MT  (+/- 180 meters Scaled)
 PH0314
 PH0314                          SUPERSEDED SURVEY CONTROL
 PH0314
 PH0314  NGVD 29 (??/??/92)  481.355  (m)         1579.25   (f) ADJ UNCH    1 1
 PH0314
 PH0314.Superseded values are not recommended for survey control.
 PH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0314.See file dsdata.txt to determine how the superseded data were derived.
 PH0314
 PH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP381966(NAD 83)
 PH0314_MARKER: DB = BENCH MARK DISK
 PH0314_SETTING: 80 = SET IN A BOULDER
 PH0314_SP_SET: BOULDER
 PH0314_STAMPING: A 30 1931
 PH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0314+STABILITY: SURFACE MOTION
 PH0314
 PH0314  HISTORY     - Date     Condition        Report By
 PH0314  HISTORY     - 1931     MONUMENTED       CGS
 PH0314  HISTORY     - 1975     GOOD             NGS
 PH0314
 PH0314                          STATION DESCRIPTION
 PH0314
 PH0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0314'2.6 MI SW FROM TUPPER LAKE.
 PH0314'ABOUT 2.60 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 PH0314'CROSSING OF STATE HIGHWAY 3 AT TUPPER LAKE, 44.7 FEET NORTHWEST OF THE
 PH0314'NORTHWEST RAIL, SET IN THE TOP OF A LARGE BLACK ROCK BOULDER, AT THE
 PH0314'WEST EDGE OF THE RIGHT-OF-WAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PH0314'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1052 ***********************************************************************
 MZ1052  DESIGNATION -  A 300
 MZ1052  PID         -  MZ1052
 MZ1052  STATE/COUNTY-  NY/ALBANY
 MZ1052  USGS QUAD   -  ALBANY (1980)
 MZ1052
 MZ1052                         *CURRENT SURVEY CONTROL
 MZ1052  ___________________________________________________________________
 MZ1052* NAD 83(1986)-  42 39 02.     (N)    073 49 54.     (W)     SCALED    
 MZ1052* NAVD 88     -        57.751  (meters)     189.47   (feet)  ADJUSTED  
 MZ1052  ___________________________________________________________________
 MZ1052  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MZ1052  DYNAMIC HT  -          57.734 (meters)     189.42  (feet)  COMP
 MZ1052  MODELED GRAV-     980,339.4   (mgal)                       NAVD 88
 MZ1052
 MZ1052  VERT ORDER  -  SECOND    CLASS 0
 MZ1052
 MZ1052.The horizontal coordinates were scaled from a topographic map and have
 MZ1052.an estimated accuracy of +/- 6 seconds.
 MZ1052
 MZ1052.The orthometric height was determined by differential leveling
 MZ1052.and adjusted by the National Geodetic Survey in June 1991..
 MZ1052
 MZ1052.The geoid height was determined by GEOID03.
 MZ1052
 MZ1052.The dynamic height is computed by dividing the NAVD 88
 MZ1052.geopotential number by the normal gravity value computed on the
 MZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1052.degrees latitude (g = 980.6199 gals.).
 MZ1052
 MZ1052.The modeled gravity was interpolated from observed gravity values.
 MZ1052
 MZ1052;                    North         East    Units  Estimated Accuracy
 MZ1052;SPC NY E     -   424,070.      204,800.      MT  (+/- 180 meters Scaled)
 MZ1052
 MZ1052                          SUPERSEDED SURVEY CONTROL
 MZ1052
 MZ1052  NGVD 29 (??/??/92)   57.940  (m)          190.09   (f) ADJ UNCH    2 0
 MZ1052
 MZ1052.Superseded values are not recommended for survey control.
 MZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1052.See file dsdata.txt to determine how the superseded data were derived.
 MZ1052
 MZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN957226(NAD 83)
 MZ1052_MARKER: DB = BENCH MARK DISK
 MZ1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ1052_SP_SET: CULVERT
 MZ1052_STAMPING: A 300 1942
 MZ1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1052
 MZ1052  HISTORY     - Date     Condition        Report By
 MZ1052  HISTORY     - 1942     MONUMENTED       CGS
 MZ1052  HISTORY     - 19981012 MARK NOT FOUND   USPSQD
 MZ1052
 MZ1052                          STATION DESCRIPTION
 MZ1052
 MZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1052'2.5 MI E FROM SLINGERLANDS.
 MZ1052'ABOUT 2.5 MILES EAST ALONG HIGHWAY NO. 85 FROM THE UNDERPASS AT
 MZ1052'SLINGERLANDS, 62 FEET EAST OF NYP POLE NO. 37, 28 FEET NORTH OF THE
 MZ1052'CENTER LINE OF THE HIGHWAY, A U.S.C. AND G.S. DISK SET IN THE TOP OF
 MZ1052'THE NORTH HEAD WALL OF A CONCRETE BOX CULVERT, ABOUT 5.5 FEET LOWER
 MZ1052'THAN THE ROAD.
 MZ1052
 MZ1052                          STATION RECOVERY (1998)
 MZ1052
 MZ1052'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1025 ***********************************************************************
 MZ1025  DESIGNATION -  A 301
 MZ1025  PID         -  MZ1025
 MZ1025  STATE/COUNTY-  NY/ALBANY
 MZ1025  USGS QUAD   -  VOORHEESVILLE (1980)
 MZ1025
 MZ1025                         *CURRENT SURVEY CONTROL
 MZ1025  ___________________________________________________________________
 MZ1025* NAD 83(1986)-  42 42 16.     (N)    073 54 40.     (W)     SCALED    
 MZ1025* NAVD 88     -        66.707  (meters)     218.85   (feet)  ADJUSTED  
 MZ1025  ___________________________________________________________________
 MZ1025  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 MZ1025  DYNAMIC HT  -          66.688 (meters)     218.79  (feet)  COMP
 MZ1025  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 MZ1025
 MZ1025  VERT ORDER  -  SECOND    CLASS 0
 MZ1025
 MZ1025.The horizontal coordinates were scaled from a topographic map and have
 MZ1025.an estimated accuracy of +/- 6 seconds.
 MZ1025
 MZ1025.The orthometric height was determined by differential leveling
 MZ1025.and adjusted by the National Geodetic Survey in June 1991..
 MZ1025
 MZ1025.The geoid height was determined by GEOID03.
 MZ1025
 MZ1025.The dynamic height is computed by dividing the NAVD 88
 MZ1025.geopotential number by the normal gravity value computed on the
 MZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1025.degrees latitude (g = 980.6199 gals.).
 MZ1025
 MZ1025.The modeled gravity was interpolated from observed gravity values.
 MZ1025
 MZ1025;                    North         East    Units  Estimated Accuracy
 MZ1025;SPC NY E     -   430,010.      198,240.      MT  (+/- 180 meters Scaled)
 MZ1025
 MZ1025                          SUPERSEDED SURVEY CONTROL
 MZ1025
 MZ1025  NGVD 29 (??/??/92)   66.882  (m)          219.43   (f) ADJ UNCH    2 0
 MZ1025
 MZ1025.Superseded values are not recommended for survey control.
 MZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1025.See file dsdata.txt to determine how the superseded data were derived.
 MZ1025
 MZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN891285(NAD 83)
 MZ1025_MARKER: DB = BENCH MARK DISK
 MZ1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1025_SP_SET: BUILDING
 MZ1025_STAMPING: A 301 1942
 MZ1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1025
 MZ1025  HISTORY     - Date     Condition        Report By
 MZ1025  HISTORY     - 1942     MONUMENTED       CGS
 MZ1025  HISTORY     - 1954     MARK NOT FOUND   USGS
 MZ1025  HISTORY     - 20050822 MARK NOT FOUND   NYDT
 MZ1025
 MZ1025                          STATION DESCRIPTION
 MZ1025
 MZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1025'AT GUILDERLAND.
 MZ1025'AT GUILDERLAND, ABOUT 170 FEET EAST OF THE CENTER LINE THE MAIN
 MZ1025'STREET, A U.S.C. AND G.S. DISK SET VERTICALLY IN THE SOUTHWEST BRICK
 MZ1025'FOUNDATION WALL OF THE FIRST M.E. CHURCH, ABOUT 4 FEET ABOVE THE
 MZ1025'GROUND.
 MZ1025
 MZ1025                          STATION RECOVERY (1954)
 MZ1025
 MZ1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MZ1025'MARK NOT FOUND.
 MZ1025
 MZ1025                          STATION RECOVERY (2005)
 MZ1025
 MZ1025'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 MZ1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0109 ***********************************************************************
 NA0109  DESIGNATION -  A 303
 NA0109  PID         -  NA0109
 NA0109  STATE/COUNTY-  NY/MONTGOMERY
 NA0109  USGS QUAD   -  AMSTERDAM (1980)
 NA0109
 NA0109                         *CURRENT SURVEY CONTROL
 NA0109  ___________________________________________________________________
 NA0109* NAD 83(1986)-  42 53 11.     (N)    074 13 00.     (W)     SCALED    
 NA0109* NAVD 88     -       174.408  (meters)     572.20   (feet)  ADJUSTED  
 NA0109  ___________________________________________________________________
 NA0109  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NA0109  DYNAMIC HT  -         174.359 (meters)     572.04  (feet)  COMP
 NA0109  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 NA0109
 NA0109  VERT ORDER  -  SECOND    CLASS 0
 NA0109
 NA0109.The horizontal coordinates were scaled from a topographic map and have
 NA0109.an estimated accuracy of +/- 6 seconds.
 NA0109
 NA0109.The orthometric height was determined by differential leveling
 NA0109.and adjusted by the National Geodetic Survey in June 1991..
 NA0109
 NA0109.The geoid height was determined by GEOID03.
 NA0109
 NA0109.The dynamic height is computed by dividing the NAVD 88
 NA0109.geopotential number by the normal gravity value computed on the
 NA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0109.degrees latitude (g = 980.6199 gals.).
 NA0109
 NA0109.The modeled gravity was interpolated from observed gravity values.
 NA0109
 NA0109;                    North         East    Units  Estimated Accuracy
 NA0109;SPC NY E     -   450,090.      173,140.      MT  (+/- 180 meters Scaled)
 NA0109
 NA0109                          SUPERSEDED SURVEY CONTROL
 NA0109
 NA0109  NGVD 29 (??/??/92)  174.565  (m)          572.72   (f) ADJ UNCH    2 0
 NA0109
 NA0109.Superseded values are not recommended for survey control.
 NA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0109.See file dsdata.txt to determine how the superseded data were derived.
 NA0109
 NA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN639484(NAD 83)
 NA0109_MARKER: DB = BENCH MARK DISK
 NA0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0109_SP_SET: BRIDGE ABUTMENT
 NA0109_STAMPING: A 303 1942
 NA0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0109
 NA0109  HISTORY     - Date     Condition        Report By
 NA0109  HISTORY     - 1942     MONUMENTED       CGS
 NA0109  HISTORY     - 1977     GOOD             NYDT
 NA0109  HISTORY     - 19970917 GOOD             USPSQD
 NA0109
 NA0109                          STATION DESCRIPTION
 NA0109
 NA0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0109'AT MINAVILLE.
 NA0109'AT MINAVILLE, AT THE JUNCTION OF HIGHWAY NO. 30 AND A SIDE ROAD
 NA0109'RUNNING NORTH, 57.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, A
 NA0109'U.S. C. AND G.S. DISK SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF A
 NA0109'BRIDGE OVER SOUTH CHUCTANUNDA CREEK.
 NA0109
 NA0109                          STATION RECOVERY (1977)
 NA0109
 NA0109'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0109'THE MARK IS LOCATED AT MINAVILLE., MONTGOMERY COUNTY AT THE JUNCTION
 NA0109'OF STATE HIGHWAY 30 AND A SIDE ROAD KNOW AS FORT HUNTER ROAD LEADING
 NA0109'NORTH AT A BRIDGE OVER THE SOUTH CHUCTANUNDA CREEK IN THE TOP OF THE
 NA0109'SOUTHEAST ABUTMENT AND 58 FEET NORTH OF THE CENTERLINE OF THE
 NA0109'HIGHWAY. THE MARK IS A STANDARD DISK STAMPED A 303 1942.
 NA0109
 NA0109                          STATION RECOVERY (1997)
 NA0109
 NA0109'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0938 ***********************************************************************
 OD0938  DESIGNATION -  A 303
 OD0938  PID         -  OD0938
 OD0938  STATE/COUNTY-  NY/WASHINGTON
 OD0938  USGS QUAD   -  SCHUYLERVILLE (1967)
 OD0938
 OD0938                         *CURRENT SURVEY CONTROL
 OD0938  ___________________________________________________________________
 OD0938* NAD 83(1986)-  43 05 55.     (N)    073 31 30.     (W)     SCALED    
 OD0938* NAVD 88     -        92.071  (meters)     302.07   (feet)  ADJUSTED  
 OD0938  ___________________________________________________________________
 OD0938  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 OD0938  DYNAMIC HT  -          92.049 (meters)     302.00  (feet)  COMP
 OD0938  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 OD0938
 OD0938  VERT ORDER  -  SECOND    CLASS 0
 OD0938
 OD0938.The horizontal coordinates were scaled from a topographic map and have
 OD0938.an estimated accuracy of +/- 6 seconds.
 OD0938
 OD0938.The orthometric height was determined by differential leveling
 OD0938.and adjusted by the National Geodetic Survey in June 1991..
 OD0938
 OD0938.The geoid height was determined by GEOID03.
 OD0938
 OD0938.The dynamic height is computed by dividing the NAVD 88
 OD0938.geopotential number by the normal gravity value computed on the
 OD0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0938.degrees latitude (g = 980.6199 gals.).
 OD0938
 OD0938.The modeled gravity was interpolated from observed gravity values.
 OD0938
 OD0938;                    North         East    Units  Estimated Accuracy
 OD0938;SPC NY E     -   474,090.      229,370.      MT  (+/- 180 meters Scaled)
 OD0938
 OD0938                          SUPERSEDED SURVEY CONTROL
 OD0938
 OD0938  NGVD 29 (??/??/92)   92.244  (m)          302.64   (f) ADJ UNCH    2 0
 OD0938
 OD0938.Superseded values are not recommended for survey control.
 OD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0938.See file dsdata.txt to determine how the superseded data were derived.
 OD0938
 OD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN200728(NAD 83)
 OD0938_MARKER: DD = SURVEY DISK
 OD0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0938_SP_SET: BRIDGE WALL
 OD0938_STAMPING: A 303
 OD0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0938
 OD0938  HISTORY     - Date     Condition        Report By
 OD0938  HISTORY     - UNK      MONUMENTED       USGS
 OD0938  HISTORY     - 1957     GOOD             NGS
 OD0938  HISTORY     - 19970101 GOOD             NYDT
 OD0938
 OD0938                          STATION DESCRIPTION
 OD0938
 OD0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OD0938'IN MIDDLE FALLS.
 OD0938'MIDDLE FALLS-- ON SOUTH BANK OF BATTENKILL, 183 WESTERLY FROM AND
 OD0938'APPROXIMATELY AT RIGHT ANGLES TO NEW YORK STATE ROUTE 40, AT A POINT
 OD0938'DISTANT 126 FEET SOUTH OF THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE
 OD0938'BATTENKILL RIVER.  ALUMINUM MARKER IN A LOW CONCRETE WALL, 14 FEET
 OD0938'NORTH OF THE CENTER OF THE COUNTRY CLUB ROAD.
 OD0938
 OD0938                          STATION RECOVERY (1997)
 OD0938
 OD0938'RECOVERY NOTE BY NY DEPT OF TRANSP 1997
 OD0938'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1371 ***********************************************************************
 NA1371  DESIGNATION -  A 304
 NA1371  PID         -  NA1371
 NA1371  STATE/COUNTY-  NY/OTSEGO
 NA1371  USGS QUAD   -  ONEONTA (1982)
 NA1371
 NA1371                         *CURRENT SURVEY CONTROL
 NA1371  ___________________________________________________________________
 NA1371* NAD 83(1986)-  42 29 00.     (N)    075 06 04.     (W)     SCALED    
 NA1371* NAVD 88     -       354.650  (meters)    1163.55   (feet)  ADJUSTED  
 NA1371  ___________________________________________________________________
 NA1371  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 NA1371  DYNAMIC HT  -         354.526 (meters)    1163.14  (feet)  COMP
 NA1371  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 NA1371
 NA1371  VERT ORDER  -  SECOND    CLASS 0
 NA1371
 NA1371.The horizontal coordinates were scaled from a topographic map and have
 NA1371.an estimated accuracy of +/- 6 seconds.
 NA1371
 NA1371.The orthometric height was determined by differential leveling
 NA1371.and adjusted by the National Geodetic Survey in June 1991..
 NA1371
 NA1371.The geoid height was determined by GEOID03.
 NA1371
 NA1371.The dynamic height is computed by dividing the NAVD 88
 NA1371.geopotential number by the normal gravity value computed on the
 NA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1371.degrees latitude (g = 980.6199 gals.).
 NA1371
 NA1371.The modeled gravity was interpolated from observed gravity values.
 NA1371
 NA1371;                    North         East    Units  Estimated Accuracy
 NA1371;SPC NY E     -   405,460.      100,580.      MT  (+/- 180 meters Scaled)
 NA1371
 NA1371                          SUPERSEDED SURVEY CONTROL
 NA1371
 NA1371  NGVD 29 (??/??/92)  354.773  (m)         1163.95   (f) ADJ UNCH    2 0
 NA1371
 NA1371.Superseded values are not recommended for survey control.
 NA1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1371.See file dsdata.txt to determine how the superseded data were derived.
 NA1371
 NA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN916034(NAD 83)
 NA1371_MARKER: DB = BENCH MARK DISK
 NA1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1371_STAMPING: A 304 1942
 NA1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1371+STABILITY: SURFACE MOTION
 NA1371
 NA1371  HISTORY     - Date     Condition        Report By
 NA1371  HISTORY     - 1942     MONUMENTED       CGS
 NA1371
 NA1371                          STATION DESCRIPTION
 NA1371
 NA1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1371'1.9 MI NE FROM WEST ONEONTA.
 NA1371'0.8 MILE EAST ALONG STATE HIGHWAY NO. 23 FROM THE POST OFFICE AT WEST
 NA1371'ONEONTA, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY NO. 205, 57.2
 NA1371'FEET WEST OF THE WEST CORNER OF A SMALL RED BARN OF R. H. OBRIEN, 39
 NA1371'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTHWEST
 NA1371'OF A 12 INCH WALNUT TREE, 2.0 FEET NORTHWEST OF A REFERENCE POST.  A
 NA1371'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1198 ***********************************************************************
 NA1198  DESIGNATION -  A 305
 NA1198  PID         -  NA1198
 NA1198  STATE/COUNTY-  NY/OTSEGO
 NA1198  USGS QUAD   -  NEW BERLIN SOUTH (1994)
 NA1198
 NA1198                         *CURRENT SURVEY CONTROL
 NA1198  ___________________________________________________________________
 NA1198* NAD 83(1986)-  42 32 42.     (N)    075 15 09.     (W)     SCALED    
 NA1198* NAVD 88     -       354.030  (meters)    1161.51   (feet)  ADJUSTED  
 NA1198  ___________________________________________________________________
 NA1198  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NA1198  DYNAMIC HT  -         353.909 (meters)    1161.12  (feet)  COMP
 NA1198  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 NA1198
 NA1198  VERT ORDER  -  SECOND    CLASS 0
 NA1198
 NA1198.The horizontal coordinates were scaled from a topographic map and have
 NA1198.an estimated accuracy of +/- 6 seconds.
 NA1198
 NA1198.The orthometric height was determined by differential leveling
 NA1198.and adjusted by the National Geodetic Survey in June 1991..
 NA1198
 NA1198.The geoid height was determined by GEOID03.
 NA1198
 NA1198.The dynamic height is computed by dividing the NAVD 88
 NA1198.geopotential number by the normal gravity value computed on the
 NA1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1198.degrees latitude (g = 980.6199 gals.).
 NA1198
 NA1198.The modeled gravity was interpolated from observed gravity values.
 NA1198
 NA1198;                    North         East    Units  Estimated Accuracy
 NA1198;SPC NY E     -   412,410.       88,200.      MT  (+/- 180 meters Scaled)
 NA1198
 NA1198                          SUPERSEDED SURVEY CONTROL
 NA1198
 NA1198  NGVD 29 (??/??/92)  354.145  (m)         1161.89   (f) ADJ UNCH    2 0
 NA1198
 NA1198.Superseded values are not recommended for survey control.
 NA1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1198.See file dsdata.txt to determine how the superseded data were derived.
 NA1198
 NA1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN792103(NAD 83)
 NA1198_MARKER: DB = BENCH MARK DISK
 NA1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1198_SP_SET: BRIDGE ABUTMENT
 NA1198_STAMPING: A 305 1942
 NA1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1198
 NA1198  HISTORY     - Date     Condition        Report By
 NA1198  HISTORY     - 1942     MONUMENTED       CGS
 NA1198  HISTORY     - 1982     GOOD             NGS
 NA1198
 NA1198                          STATION DESCRIPTION
 NA1198
 NA1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1198'0.4 MI SW FROM MORRIS.
 NA1198'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1198'BANK OF MORRIS, AT A CONCRETE BRIDGE OVER CALHOUN CREEK.  A DISK, SET
 NA1198'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, AND 14.5
 NA1198'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 NA1198
 NA1198                          STATION RECOVERY (1982)
 NA1198
 NA1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1346 ***********************************************************************
 NA1346  DESIGNATION -  A 306
 NA1346  PID         -  NA1346
 NA1346  STATE/COUNTY-  NY/OTSEGO
 NA1346  USGS QUAD   -  GUILFORD (1943)
 NA1346
 NA1346                         *CURRENT SURVEY CONTROL
 NA1346  ___________________________________________________________________
 NA1346* NAD 83(1986)-  42 25 35.     (N)    075 22 50.     (W)     SCALED    
 NA1346* NAVD 88     -       312.876  (meters)    1026.49   (feet)  ADJUSTED  
 NA1346  ___________________________________________________________________
 NA1346  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 NA1346  DYNAMIC HT  -         312.769 (meters)    1026.14  (feet)  COMP
 NA1346  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NA1346
 NA1346  VERT ORDER  -  FIRST     CLASS II
 NA1346
 NA1346.The horizontal coordinates were scaled from a topographic map and have
 NA1346.an estimated accuracy of +/- 6 seconds.
 NA1346
 NA1346.The orthometric height was determined by differential leveling
 NA1346.and adjusted by the National Geodetic Survey in June 1991..
 NA1346
 NA1346.The geoid height was determined by GEOID03.
 NA1346
 NA1346.The dynamic height is computed by dividing the NAVD 88
 NA1346.geopotential number by the normal gravity value computed on the
 NA1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1346.degrees latitude (g = 980.6199 gals.).
 NA1346
 NA1346.The modeled gravity was interpolated from observed gravity values.
 NA1346
 NA1346;                    North         East    Units  Estimated Accuracy
 NA1346;SPC NY E     -   399,330.       77,540.      MT  (+/- 180 meters Scaled)
 NA1346
 NA1346                          SUPERSEDED SURVEY CONTROL
 NA1346
 NA1346  NGVD 29 (??/??/92)  312.968  (m)         1026.80   (f) ADJ UNCH    1 2
 NA1346
 NA1346.Superseded values are not recommended for survey control.
 NA1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1346.See file dsdata.txt to determine how the superseded data were derived.
 NA1346
 NA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM686971(NAD 83)
 NA1346_MARKER: DB = BENCH MARK DISK
 NA1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1346_SP_SET: BRIDGE
 NA1346_STAMPING: A 306 1942
 NA1346_MARK LOGO: CGS   
 NA1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1346
 NA1346  HISTORY     - Date     Condition        Report By
 NA1346  HISTORY     - 1942     MONUMENTED       CGS
 NA1346  HISTORY     - 1976     GOOD             NGS
 NA1346  HISTORY     - 1982     GOOD             NGS
 NA1346
 NA1346                          STATION DESCRIPTION
 NA1346
 NA1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1346'AT MOUNT UPTON.
 NA1346'AT THE STATE HIGHWAY 51 STEEL BRIDGE OVER UNADILLA RIVER IN MOUNT
 NA1346'UPTON.  A DISK, SET IN THE TOP OF THE SOUTH END OF THE EAST BRIDGE
 NA1346'SEAT, AND 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 NA1346
 NA1346                          STATION RECOVERY (1976)
 NA1346
 NA1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1346'RECOVERED IN GOOD CONDITION.
 NA1346
 NA1346                          STATION RECOVERY (1982)
 NA1346
 NA1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1361 ***********************************************************************
 NA1361  DESIGNATION -  A 307
 NA1361  PID         -  NA1361
 NA1361  STATE/COUNTY-  NY/OTSEGO
 NA1361  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1361
 NA1361                         *CURRENT SURVEY CONTROL
 NA1361  ___________________________________________________________________
 NA1361* NAD 83(1986)-  42 26 59.     (N)    075 16 09.     (W)     SCALED    
 NA1361* NAVD 88     -       476.782  (meters)    1564.24   (feet)  ADJUSTED  
 NA1361  ___________________________________________________________________
 NA1361  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 NA1361  DYNAMIC HT  -         476.611 (meters)    1563.68  (feet)  COMP
 NA1361  MODELED GRAV-     980,246.3   (mgal)                       NAVD 88
 NA1361
 NA1361  VERT ORDER  -  SECOND    CLASS 0
 NA1361
 NA1361.The horizontal coordinates were scaled from a topographic map and have
 NA1361.an estimated accuracy of +/- 6 seconds.
 NA1361
 NA1361.The orthometric height was determined by differential leveling
 NA1361.and adjusted by the National Geodetic Survey in June 1991..
 NA1361
 NA1361.The geoid height was determined by GEOID03.
 NA1361
 NA1361.The dynamic height is computed by dividing the NAVD 88
 NA1361.geopotential number by the normal gravity value computed on the
 NA1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1361.degrees latitude (g = 980.6199 gals.).
 NA1361
 NA1361.The modeled gravity was interpolated from observed gravity values.
 NA1361
 NA1361;                    North         East    Units  Estimated Accuracy
 NA1361;SPC NY E     -   401,840.       86,730.      MT  (+/- 180 meters Scaled)
 NA1361
 NA1361                          SUPERSEDED SURVEY CONTROL
 NA1361
 NA1361  NGVD 29 (??/??/92)  476.891  (m)         1564.60   (f) ADJ UNCH    2 0
 NA1361
 NA1361.Superseded values are not recommended for survey control.
 NA1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1361.See file dsdata.txt to determine how the superseded data were derived.
 NA1361
 NA1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM778997(NAD 83)
 NA1361_MARKER: DB = BENCH MARK DISK
 NA1361_SETTING: 80 = SET IN A BOULDER
 NA1361_SP_SET: BOULDER
 NA1361_STAMPING: A 307 1942
 NA1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1361+STABILITY: SURFACE MOTION
 NA1361
 NA1361  HISTORY     - Date     Condition        Report By
 NA1361  HISTORY     - 1942     MONUMENTED       CGS
 NA1361
 NA1361                          STATION DESCRIPTION
 NA1361
 NA1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1361'8.6 MI N FROM WELLS BRIDGE.
 NA1361'1.9 MILES NORTHEAST ALONG STATE HIGHWAY NO. 7 FROM THE D. AND H.
 NA1361'RAILROAD STATION AT WELLS BRIDGE, THENCE 6.7 MILES NORTH ALONG A
 NA1361'BLACK TOP ROAD, 0.1 MILE EAST OF A Y INTERSECTION OF BLACK TOP ROADS,
 NA1361'95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND IN A CULTIVATED
 NA1361'FIELD.  A DISK, SET IN THE TOP OF A LARGE OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0352 ***********************************************************************
 OE0352  DESIGNATION -  A 308
 OE0352  PID         -  OE0352
 OE0352  STATE/COUNTY-  NY/HERKIMER
 OE0352  USGS QUAD   -  SALISBURY (1945)
 OE0352
 OE0352                         *CURRENT SURVEY CONTROL
 OE0352  ___________________________________________________________________
 OE0352* NAD 83(1986)-  43 08 02.     (N)    074 51 48.     (W)     SCALED    
 OE0352* NAVD 88     -       420.964  (meters)    1381.11   (feet)  ADJUSTED  
 OE0352  ___________________________________________________________________
 OE0352  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 OE0352  DYNAMIC HT  -         420.840 (meters)    1380.71  (feet)  COMP
 OE0352  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 OE0352
 OE0352  VERT ORDER  -  SECOND    CLASS 0
 OE0352
 OE0352.The horizontal coordinates were scaled from a topographic map and have
 OE0352.an estimated accuracy of +/- 6 seconds.
 OE0352
 OE0352.The orthometric height was determined by differential leveling
 OE0352.and adjusted by the National Geodetic Survey in June 1991..
 OE0352
 OE0352.The geoid height was determined by GEOID03.
 OE0352
 OE0352.The dynamic height is computed by dividing the NAVD 88
 OE0352.geopotential number by the normal gravity value computed on the
 OE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0352.degrees latitude (g = 980.6199 gals.).
 OE0352
 OE0352.The modeled gravity was interpolated from observed gravity values.
 OE0352
 OE0352;                    North         East    Units  Estimated Accuracy
 OE0352;SPC NY E     -   477,610.      120,440.      MT  (+/- 180 meters Scaled)
 OE0352
 OE0352                          SUPERSEDED SURVEY CONTROL
 OE0352
 OE0352  NGVD 29 (??/??/92)  421.104  (m)         1381.57   (f) ADJ UNCH    2 0
 OE0352
 OE0352.Superseded values are not recommended for survey control.
 OE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0352.See file dsdata.txt to determine how the superseded data were derived.
 OE0352
 OE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN111756(NAD 83)
 OE0352_MARKER: DB = BENCH MARK DISK
 OE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0352_STAMPING: A 308 1942
 OE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0352+STABILITY: SURFACE MOTION
 OE0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE0352+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 OE0352
 OE0352  HISTORY     - Date     Condition        Report By
 OE0352  HISTORY     - 1942     MONUMENTED       CGS
 OE0352  HISTORY     - 20050728 GOOD             NYDT
 OE0352
 OE0352                          STATION DESCRIPTION
 OE0352
 OE0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0352'2.1 MI W FROM SALISBURY.
 OE0352'2.1 MILES WEST ALONG STATE HIGHWAY NO. 29 FROM VOLKS HOTEL AT
 OE0352'SALISBURY, AT A T INTERSECTION OF THE HIGHWAY AND A PRIVATE DIRT ROAD
 OE0352'LEADING NORTH INTO A CULTIVATED FIELD, 40 FEET WEST OF THE CENTER LINE
 OE0352'OF THE DIRT ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29
 OE0352'FEET EAST OF A POWER LINE POLE, 1.3 FEET SOUTH OF A RIGHT-OF-WAY
 OE0352'FENCE, AND 2 FEET WEST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF
 OE0352'A CONCRETE POST.
 OE0352
 OE0352                          STATION RECOVERY (2005)
 OE0352
 OE0352'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0591 ***********************************************************************
 NA0591  DESIGNATION -  A 309 RESET
 NA0591  PID         -  NA0591
 NA0591  STATE/COUNTY-  NY/DELAWARE
 NA0591  USGS QUAD   -  DELHI (1982)
 NA0591
 NA0591                         *CURRENT SURVEY CONTROL
 NA0591  ___________________________________________________________________
 NA0591* NAD 83(1986)-  42 18 47.     (N)    074 54 35.     (W)     SCALED    
 NA0591* NAVD 88     -       500.930  (meters)    1643.47   (feet)  ADJUSTED  
 NA0591  ___________________________________________________________________
 NA0591  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 NA0591  DYNAMIC HT  -         500.748 (meters)    1642.87  (feet)  COMP
 NA0591  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 NA0591
 NA0591  VERT ORDER  -  SECOND    CLASS II
 NA0591
 NA0591.The horizontal coordinates were scaled from a topographic map and have
 NA0591.an estimated accuracy of +/- 6 seconds.
 NA0591
 NA0591.The orthometric height was determined by differential leveling
 NA0591.and adjusted by the National Geodetic Survey in August 2006..
 NA0591.No vertical observational check was made to the station.
 NA0591
 NA0591.The geoid height was determined by GEOID03.
 NA0591
 NA0591.The dynamic height is computed by dividing the NAVD 88
 NA0591.geopotential number by the normal gravity value computed on the
 NA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0591.degrees latitude (g = 980.6199 gals.).
 NA0591
 NA0591.The modeled gravity was interpolated from observed gravity values.
 NA0591
 NA0591;                    North         East    Units  Estimated Accuracy
 NA0591;SPC NY E     -   386,450.      116,220.      MT  (+/- 180 meters Scaled)
 NA0591
 NA0591                          SUPERSEDED SURVEY CONTROL
 NA0591
 NA0591  NGVD 29 (09/01/04)  501.07   (m)         1643.9    (f) RESET       3  
 NA0591
 NA0591.Superseded values are not recommended for survey control.
 NA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0591.See file dsdata.txt to determine how the superseded data were derived.
 NA0591
 NA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM074845(NAD 83)
 NA0591_MARKER: DB = BENCH MARK DISK
 NA0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0591_SP_SET: BRIDGE
 NA0591_STAMPING: A 309 RESET 1975
 NA0591_MARK LOGO: NYDT  
 NA0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0591
 NA0591  HISTORY     - Date     Condition        Report By
 NA0591  HISTORY     - 1975     MONUMENTED       NYDT
 NA0591  HISTORY     - 1976     GOOD             NGS
 NA0591  HISTORY     - 20050814 GOOD             TVGA
 NA0591
 NA0591                          STATION DESCRIPTION
 NA0591
 NA0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NA0591'2.8 MI N FROM DELHI.
 NA0591'2.8 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT DELHI,
 NA0591'DELAWARE COUNTY, 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 NA0591'SOUTHEAST AT A STONE AND CONCRETE BRIDGE IN THE WEST CORNER OF THE
 NA0591'SOUTH ABUTMENT, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 NA0591'LEVEL WITH HIGHWAY.
 NA0591
 NA0591                          STATION RECOVERY (2005)
 NA0591
 NA0591'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2005 (DD)
 NA0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0599 ***********************************************************************
 OE0599  DESIGNATION -  A 31
 OE0599  PID         -  OE0599
 OE0599  STATE/COUNTY-  NY/ONEIDA
 OE0599  USGS QUAD   -  FORESTPORT (1945)
 OE0599
 OE0599                         *CURRENT SURVEY CONTROL
 OE0599  ___________________________________________________________________
 OE0599* NAD 83(1986)-  43 29 29.     (N)    075 08 14.     (W)     SCALED    
 OE0599* NAVD 88     -       414.603  (meters)    1360.24   (feet)  ADJUSTED  
 OE0599  ___________________________________________________________________
 OE0599  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 OE0599  DYNAMIC HT  -         414.496 (meters)    1359.89  (feet)  COMP
 OE0599  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 OE0599
 OE0599  VERT ORDER  -  FIRST     CLASS II
 OE0599
 OE0599.The horizontal coordinates were scaled from a topographic map and have
 OE0599.an estimated accuracy of +/- 6 seconds.
 OE0599
 OE0599.The orthometric height was determined by differential leveling
 OE0599.and adjusted by the National Geodetic Survey in June 1991..
 OE0599
 OE0599.The geoid height was determined by GEOID03.
 OE0599
 OE0599.The dynamic height is computed by dividing the NAVD 88
 OE0599.geopotential number by the normal gravity value computed on the
 OE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0599.degrees latitude (g = 980.6199 gals.).
 OE0599
 OE0599.The modeled gravity was interpolated from observed gravity values.
 OE0599
 OE0599;                    North         East    Units  Estimated Accuracy
 OE0599;SPC NY C     -   388,780.      366,970.      MT  (+/- 180 meters Scaled)
 OE0599
 OE0599                          SUPERSEDED SURVEY CONTROL
 OE0599
 OE0599  NGVD 29 (??/??/92)  414.682  (m)         1360.50   (f) ADJ UNCH    1 2
 OE0599
 OE0599.Superseded values are not recommended for survey control.
 OE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0599.See file dsdata.txt to determine how the superseded data were derived.
 OE0599
 OE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP889153(NAD 83)
 OE0599_MARKER: DB = BENCH MARK DISK
 OE0599_SETTING: 66 = SET IN ROCK OUTCROP
 OE0599_SP_SET: ROCK OUTCROP
 OE0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0599+STABILITY: POSITION/ELEVATION WELL
 OE0599
 OE0599  HISTORY     - Date     Condition        Report By
 OE0599  HISTORY     - UNK      MONUMENTED       CGS
 OE0599  HISTORY     - 1931     GOOD             NGS
 OE0599
 OE0599                          STATION DESCRIPTION
 OE0599
 OE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0599'2.25 MI S FROM WOODGATE STATION.
 OE0599'ON WEST EDGE OF NEW YORK CENTRAL RIGHT OF WAY. OPPOSITE TELEGRAPH POLE
 OE0599'40-10.  ON ROCK OUTCROP ON BANK OF CREEK AND ON LEVEL OF TRACK. 9
 OE0599'RAILS NORTH OF SMALL ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0609 ***********************************************************************
 NA0609  DESIGNATION -  A 310
 NA0609  PID         -  NA0609
 NA0609  STATE/COUNTY-  NY/DELAWARE
 NA0609  USGS QUAD   -  HAMDEN (1982)
 NA0609
 NA0609                         *CURRENT SURVEY CONTROL
 NA0609  ___________________________________________________________________
 NA0609* NAD 83(1986)-  42 12 46.     (N)    074 59 10.     (W)     SCALED    
 NA0609* NAVD 88     -       424.685  (meters)    1393.32   (feet)  ADJUSTED  
 NA0609  ___________________________________________________________________
 NA0609  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 NA0609  DYNAMIC HT  -         424.537 (meters)    1392.84  (feet)  COMP
 NA0609  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 NA0609
 NA0609  VERT ORDER  -  SECOND    CLASS 0
 NA0609
 NA0609.The horizontal coordinates were scaled from a topographic map and have
 NA0609.an estimated accuracy of +/- 6 seconds.
 NA0609
 NA0609.The orthometric height was determined by differential leveling
 NA0609.and adjusted by the National Geodetic Survey in June 1991..
 NA0609
 NA0609.The geoid height was determined by GEOID03.
 NA0609
 NA0609.The dynamic height is computed by dividing the NAVD 88
 NA0609.geopotential number by the normal gravity value computed on the
 NA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0609.degrees latitude (g = 980.6199 gals.).
 NA0609
 NA0609.The modeled gravity was interpolated from observed gravity values.
 NA0609
 NA0609;                    North         East    Units  Estimated Accuracy
 NA0609;SPC NY E     -   375,350.      109,860.      MT  (+/- 180 meters Scaled)
 NA0609
 NA0609                          SUPERSEDED SURVEY CONTROL
 NA0609
 NA0609  NGVD 29 (??/??/92)  424.830  (m)         1393.80   (f) ADJ UNCH    2 0
 NA0609
 NA0609.Superseded values are not recommended for survey control.
 NA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0609.See file dsdata.txt to determine how the superseded data were derived.
 NA0609
 NA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM011734(NAD 83)
 NA0609_MARKER: DB = BENCH MARK DISK
 NA0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0609_SP_SET: BRIDGE
 NA0609_STAMPING: A-310 1942
 NA0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0609
 NA0609  HISTORY     - Date     Condition        Report By
 NA0609  HISTORY     - 1942     MONUMENTED       CGS
 NA0609
 NA0609                          STATION DESCRIPTION
 NA0609
 NA0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0609'0.7 MI NW FROM DELANCEY.
 NA0609'0.7 MILE NORTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 NA0609'DELANCEY, SET IN THE CENTER OF THE NORTHEAST WINGWALL OF THE CONCRETE
 NA0609'BRIDGE OVER PATTIS BROOK, 17.5 FEET NORTHEAST OF THE CENTER-LINE OF
 NA0609'THE ROAD, 11.5 FEET NORTH OF THE EAST CORNER OF THE NORTHEAST
 NA0609'CONCRETE WALL, 6 FEET SOUTH OF THE NORTH END OF THE WINGWALL.  A BENCH
 NA0609'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1627 ***********************************************************************
 NA1627  DESIGNATION -  A 311
 NA1627  PID         -  NA1627
 NA1627  STATE/COUNTY-  NY/MADISON
 NA1627  USGS QUAD   -  WEST EATON (1943)
 NA1627
 NA1627                         *CURRENT SURVEY CONTROL
 NA1627  ___________________________________________________________________
 NA1627* NAD 83(1986)-  42 47 24.     (N)    075 41 25.     (W)     SCALED    
 NA1627* NAVD 88     -       446.938  (meters)    1466.33   (feet)  ADJUSTED  
 NA1627  ___________________________________________________________________
 NA1627  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 NA1627  DYNAMIC HT  -         446.790 (meters)    1465.84  (feet)  COMP
 NA1627  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 NA1627
 NA1627  VERT ORDER  -  SECOND    CLASS 0
 NA1627
 NA1627.The horizontal coordinates were scaled from a topographic map and have
 NA1627.an estimated accuracy of +/- 6 seconds.
 NA1627
 NA1627.The orthometric height was determined by differential leveling
 NA1627.and adjusted by the National Geodetic Survey in June 1991..
 NA1627
 NA1627.The geoid height was determined by GEOID03.
 NA1627
 NA1627.The dynamic height is computed by dividing the NAVD 88
 NA1627.geopotential number by the normal gravity value computed on the
 NA1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1627.degrees latitude (g = 980.6199 gals.).
 NA1627
 NA1627.The modeled gravity was interpolated from observed gravity values.
 NA1627
 NA1627;                    North         East    Units  Estimated Accuracy
 NA1627;SPC NY C     -   310,230.      323,060.      MT  (+/- 180 meters Scaled)
 NA1627
 NA1627                          SUPERSEDED SURVEY CONTROL
 NA1627
 NA1627  NGVD 29 (??/??/92)  447.04   (m)         1466.7    (f) COMPUTED    2 0
 NA1627
 NA1627.Superseded values are not recommended for survey control.
 NA1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1627.See file dsdata.txt to determine how the superseded data were derived.
 NA1627
 NA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN435377(NAD 83)
 NA1627_MARKER: DB = BENCH MARK DISK
 NA1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1627_SP_SET: BRIDGE
 NA1627_STAMPING: A-311 1942
 NA1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1627
 NA1627  HISTORY     - Date     Condition        Report By
 NA1627  HISTORY     - 1942     MONUMENTED       CGS
 NA1627
 NA1627                          STATION DESCRIPTION
 NA1627
 NA1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1627'1.9 MI W FROM LEBANON.
 NA1627'1.9 MILES WEST ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD FROM THE
 NA1627'STATION AT LEBANON, ABOUT 0.2 MILE WEST OF THE CROSSING OF THE
 NA1627'COUNTRY ROAD AND THE OLD RAILROAD BED, SET IN THE NORTH CORNER OF THE
 NA1627'WEST ABUTMENT OF BRIDGE, 11 FEET NORTH OF THE CENTER-LINE OF THE OLD
 NA1627'RAILROAD BED.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0093 ***********************************************************************
 NA0093  DESIGNATION -  A 312
 NA0093  PID         -  NA0093
 NA0093  STATE/COUNTY-  NY/SCHENECTADY
 NA0093  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0093
 NA0093                         *CURRENT SURVEY CONTROL
 NA0093  ___________________________________________________________________
 NA0093* NAD 83(1986)-  42 55 58.     (N)    074 00 59.     (W)     SCALED    
 NA0093* NAVD 88     -       158.222  (meters)     519.10   (feet)  ADJUSTED  
 NA0093  ___________________________________________________________________
 NA0093  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA0093  DYNAMIC HT  -         158.178 (meters)     518.96  (feet)  COMP
 NA0093  MODELED GRAV-     980,344.6   (mgal)                       NAVD 88
 NA0093
 NA0093  VERT ORDER  -  SECOND    CLASS 0
 NA0093
 NA0093.The horizontal coordinates were scaled from a topographic map and have
 NA0093.an estimated accuracy of +/- 6 seconds.
 NA0093
 NA0093.The orthometric height was determined by differential leveling
 NA0093.and adjusted by the National Geodetic Survey in June 1991..
 NA0093
 NA0093.The geoid height was determined by GEOID03.
 NA0093
 NA0093.The dynamic height is computed by dividing the NAVD 88
 NA0093.geopotential number by the normal gravity value computed on the
 NA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0093.degrees latitude (g = 980.6199 gals.).
 NA0093
 NA0093.The modeled gravity was interpolated from observed gravity values.
 NA0093
 NA0093;                    North         East    Units  Estimated Accuracy
 NA0093;SPC NY E     -   455,320.      189,470.      MT  (+/- 180 meters Scaled)
 NA0093
 NA0093                          SUPERSEDED SURVEY CONTROL
 NA0093
 NA0093  NGVD 29 (??/??/92)  158.37   (m)          519.6    (f) COMPUTED    2 0
 NA0093
 NA0093.Superseded values are not recommended for survey control.
 NA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0093.See file dsdata.txt to determine how the superseded data were derived.
 NA0093
 NA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN802538(NAD 83)
 NA0093_MARKER: DB = BENCH MARK DISK
 NA0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0093_SP_SET: BRIDGE
 NA0093_STAMPING: A-312 1942
 NA0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0093
 NA0093  HISTORY     - Date     Condition        Report By
 NA0093  HISTORY     - 1942     MONUMENTED       CGS
 NA0093  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 NA0093
 NA0093                          STATION DESCRIPTION
 NA0093
 NA0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0093'2.9 MI S FROM SCOTCH CHURCH.
 NA0093'2.9 MILES SOUTH ALONG STATE HIGHWAY NO. 147 FROM THE CHURCH AT SCOTCH
 NA0093'CHURCH, SET IN THE NORTH CORNER OF THE WEST WALL OF BRIDGE, ABOUT 125
 NA0093'FEET NORTH OF A SMALL WHITE HOUSE ON THE WEST SIDE OF HIGHWAY, 10
 NA0093'FEET WEST OF THE CENTER-LINE OF HIGHWAY, 3.3 FEET ABOVE ROAD LEVEL,
 NA0093'1.6 FEET SOUTH OF THE NORTH END OF THE WALL.  A BENCH MARK DISK.
 NA0093
 NA0093                          STATION RECOVERY (1998)
 NA0093
 NA0093'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0094 ***********************************************************************
 NA0094  DESIGNATION -  A 312 RESET 1953
 NA0094  PID         -  NA0094
 NA0094  STATE/COUNTY-  NY/SCHENECTADY
 NA0094  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0094
 NA0094                         *CURRENT SURVEY CONTROL
 NA0094  ___________________________________________________________________
 NA0094* NAD 83(1986)-  42 55 58.     (N)    074 00 59.     (W)     SCALED    
 NA0094* NAVD 88     -       157.52   (+/-2cm)     516.8    (feet)  VERTCON   
 NA0094  ___________________________________________________________________
 NA0094  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA0094
 NA0094  VERT ORDER  -  THIRD (See Below)
 NA0094
 NA0094.The horizontal coordinates were scaled from a topographic map and have
 NA0094.an estimated accuracy of +/- 6 seconds.
 NA0094
 NA0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0094.The vertical order pertains to the NGVD 29 superseded value.
 NA0094
 NA0094.The geoid height was determined by GEOID03.
 NA0094
 NA0094;                    North         East    Units  Estimated Accuracy
 NA0094;SPC NY E     -   455,320.      189,470.      MT  (+/- 180 meters Scaled)
 NA0094
 NA0094                          SUPERSEDED SURVEY CONTROL
 NA0094
 NA0094  NGVD 29 (??/??/??)  157.68   (m)          517.3    (f) RESET       3  
 NA0094
 NA0094.Superseded values are not recommended for survey control.
 NA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0094.See file dsdata.txt to determine how the superseded data were derived.
 NA0094
 NA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN802538(NAD 83)
 NA0094_MARKER: DB = BENCH MARK DISK
 NA0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0094_SP_SET: BRIDGE
 NA0094_STAMPING: A 312 RESET 1953
 NA0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0094
 NA0094  HISTORY     - Date     Condition        Report By
 NA0094  HISTORY     - 1953     MONUMENTED       CGS
 NA0094  HISTORY     - 19981007 GOOD             USPSQD
 NA0094
 NA0094                          STATION DESCRIPTION
 NA0094
 NA0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NA0094'2.9 MI S FROM SCOTCH CHURCH.
 NA0094'IN SCHENECTADY COUNTY, 2.9 MILES SOUTH ALONG STATE HIGHWAY 147 FROM
 NA0094'THE CHURCH AT SCOTCH CHURCH, SARATOGA COUNTY, 125 FEET NORTH OF A
 NA0094'SMALL WHITE HOUSE WEST OF THE HIGHWAY, AT BRIDGE 3, IN THE TOP OF THE
 NA0094'NORTHWEST WING WALL, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NA0094'AND 0.8 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 312
 NA0094'RESET 1953.
 NA0094
 NA0094                          STATION RECOVERY (1998)
 NA0094
 NA0094'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0256 ***********************************************************************
 OE0256  DESIGNATION -  A 313
 OE0256  PID         -  OE0256
 OE0256  STATE/COUNTY-  NY/SARATOGA
 OE0256  USGS QUAD   -  GALWAY (1970)
 OE0256
 OE0256                         *CURRENT SURVEY CONTROL
 OE0256  ___________________________________________________________________
 OE0256* NAD 83(1986)-  43 03 41.     (N)    074 01 07.     (W)     SCALED    
 OE0256* NAVD 88     -       270.262  (meters)     886.68   (feet)  ADJUSTED  
 OE0256  ___________________________________________________________________
 OE0256  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OE0256  DYNAMIC HT  -         270.188 (meters)     886.44  (feet)  COMP
 OE0256  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 OE0256
 OE0256  VERT ORDER  -  SECOND    CLASS 0
 OE0256
 OE0256.The horizontal coordinates were scaled from a topographic map and have
 OE0256.an estimated accuracy of +/- 6 seconds.
 OE0256
 OE0256.The orthometric height was determined by differential leveling
 OE0256.and adjusted by the National Geodetic Survey in June 1991..
 OE0256
 OE0256.The geoid height was determined by GEOID03.
 OE0256
 OE0256.The dynamic height is computed by dividing the NAVD 88
 OE0256.geopotential number by the normal gravity value computed on the
 OE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0256.degrees latitude (g = 980.6199 gals.).
 OE0256
 OE0256.The modeled gravity was interpolated from observed gravity values.
 OE0256
 OE0256;                    North         East    Units  Estimated Accuracy
 OE0256;SPC NY E     -   469,600.      189,210.      MT  (+/- 180 meters Scaled)
 OE0256
 OE0256                          SUPERSEDED SURVEY CONTROL
 OE0256
 OE0256  NGVD 29 (??/??/92)  270.402  (m)          887.14   (f) ADJ UNCH    2 0
 OE0256
 OE0256.Superseded values are not recommended for survey control.
 OE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0256.See file dsdata.txt to determine how the superseded data were derived.
 OE0256
 OE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN799680(NAD 83)
 OE0256_MARKER: DB = BENCH MARK DISK
 OE0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0256_SP_SET: BUILDING
 OE0256_STAMPING: A-313 1942
 OE0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0256
 OE0256  HISTORY     - Date     Condition        Report By
 OE0256  HISTORY     - 1942     MONUMENTED       CGS
 OE0256  HISTORY     - 19980930 GOOD             USPSQD
 OE0256
 OE0256                          STATION DESCRIPTION
 OE0256
 OE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0256'5.7 MI W FROM ROCK CITY FALLS.
 OE0256'5.7 MILES WEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT ROCK
 OE0256'CITY FALLS, SET IN THE NORTH FACE AT THE NORTHWEST CORNER OF LARGE
 OE0256'2-STORY WHITE HOUSE AT THE JUNCTION OF THE HIGHWAY AND THE ROAD
 OE0256'LEADING NORTH TO THE SARATOGA COUNTY SANATORIUM, 35 FEET SOUTHEAST OF
 OE0256'THE SOUTHEAST CORNER OF BRIDGE, 32.3 FEET SOUTH OF CENTER-LINE OF
 OE0256'HIGHWAY, 24 FEET WEST OF POLE NO. 34, 1 FOOT EAST OF THE NORTHWEST
 OE0256'CORNER OF HOUSE, 1.9 FEET ABOVE GROUND.  A BENCH MARK DISK SET
 OE0256'VERTICALLY.
 OE0256
 OE0256                          STATION RECOVERY (1998)
 OE0256
 OE0256'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0838 ***********************************************************************
 NA0838  DESIGNATION -  A 314
 NA0838  PID         -  NA0838
 NA0838  STATE/COUNTY-  NY/MONTGOMERY
 NA0838  USGS QUAD   -  SHARON SPRINGS (1943)
 NA0838
 NA0838                         *CURRENT SURVEY CONTROL
 NA0838  ___________________________________________________________________
 NA0838* NAD 83(1986)-  42 48 26.     (N)    074 30 23.     (W)     SCALED    
 NA0838* NAVD 88     -       299.078  (meters)     981.23   (feet)  ADJUSTED  
 NA0838  ___________________________________________________________________
 NA0838  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NA0838  DYNAMIC HT  -         298.987 (meters)     980.93  (feet)  COMP
 NA0838  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 NA0838
 NA0838  VERT ORDER  -  SECOND    CLASS 0
 NA0838
 NA0838.The horizontal coordinates were scaled from a topographic map and have
 NA0838.an estimated accuracy of +/- 6 seconds.
 NA0838
 NA0838.The orthometric height was determined by differential leveling
 NA0838.and adjusted by the National Geodetic Survey in June 1991..
 NA0838
 NA0838.The geoid height was determined by GEOID03.
 NA0838
 NA0838.The dynamic height is computed by dividing the NAVD 88
 NA0838.geopotential number by the normal gravity value computed on the
 NA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0838.degrees latitude (g = 980.6199 gals.).
 NA0838
 NA0838.The modeled gravity was interpolated from observed gravity values.
 NA0838
 NA0838;                    North         East    Units  Estimated Accuracy
 NA0838;SPC NY E     -   441,260.      149,480.      MT  (+/- 180 meters Scaled)
 NA0838
 NA0838                          SUPERSEDED SURVEY CONTROL
 NA0838
 NA0838  NGVD 29 (??/??/92)  299.224  (m)          981.70   (f) ADJ UNCH    2 0
 NA0838
 NA0838.Superseded values are not recommended for survey control.
 NA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0838.See file dsdata.txt to determine how the superseded data were derived.
 NA0838
 NA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN403395(NAD 83)
 NA0838_MARKER: DB = BENCH MARK DISK
 NA0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0838_SP_SET: BRIDGE
 NA0838_STAMPING: A 314 1942
 NA0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0838
 NA0838  HISTORY     - Date     Condition        Report By
 NA0838  HISTORY     - 1942     MONUMENTED       CGS
 NA0838  HISTORY     - 1977     MARK NOT FOUND   NYDT
 NA0838  HISTORY     - 19900401 MARK NOT FOUND   USGS
 NA0838  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 NA0838
 NA0838                          STATION DESCRIPTION
 NA0838
 NA0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0838'4.6 MI SE FROM AMES.
 NA0838'ABOUT 4.6 MILES SOUTHEAST ALONG A SURFACED COUNTY ROAD FROM THE POST
 NA0838'OFFICE AT AMES, AT BROWNS HOLLOW, A U.S.C. AND G.S. DISK SET IN THE
 NA0838'TOP OF THE SOUTHEAST WING WALL OF A CONCRETE BRIDGE OVER FLAT CREEK.
 NA0838
 NA0838                          STATION RECOVERY (1977)
 NA0838
 NA0838'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0838'ALL WINGWALLS OF THE STRUCTURE SHOW EVIDENCE OF BEING REPAIRED OR
 NA0838'RECONSTRUCTED.
 NA0838
 NA0838                          STATION RECOVERY (1990)
 NA0838
 NA0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RRB)
 NA0838'MARK NOT FOUND.
 NA0838
 NA0838                          STATION RECOVERY (2003)
 NA0838
 NA0838'RECOVERY NOTE BY US POWER SQUADRON 2003
 NA0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0850 ***********************************************************************
 NA0850  DESIGNATION -  A 315
 NA0850  PID         -  NA0850
 NA0850  STATE/COUNTY-  NY/MONTGOMERY
 NA0850  USGS QUAD   -  VAN HORNESVILLE (1943)
 NA0850
 NA0850                         *CURRENT SURVEY CONTROL
 NA0850  ___________________________________________________________________
 NA0850* NAD 83(1986)-  42 53 22.     (N)    074 45 02.     (W)     SCALED    
 NA0850* NAVD 88     -       281.926  (meters)     924.95   (feet)  ADJUSTED  
 NA0850  ___________________________________________________________________
 NA0850  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NA0850  DYNAMIC HT  -         281.844 (meters)     924.68  (feet)  COMP
 NA0850  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 NA0850
 NA0850  VERT ORDER  -  SECOND    CLASS 0
 NA0850
 NA0850.The horizontal coordinates were scaled from a topographic map and have
 NA0850.an estimated accuracy of +/- 6 seconds.
 NA0850
 NA0850.The orthometric height was determined by differential leveling
 NA0850.and adjusted by the National Geodetic Survey in June 1991..
 NA0850
 NA0850.The geoid height was determined by GEOID03.
 NA0850
 NA0850.The dynamic height is computed by dividing the NAVD 88
 NA0850.geopotential number by the normal gravity value computed on the
 NA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0850.degrees latitude (g = 980.6199 gals.).
 NA0850
 NA0850.The modeled gravity was interpolated from observed gravity values.
 NA0850
 NA0850;                    North         East    Units  Estimated Accuracy
 NA0850;SPC NY E     -   450,420.      129,540.      MT  (+/- 180 meters Scaled)
 NA0850
 NA0850                          SUPERSEDED SURVEY CONTROL
 NA0850
 NA0850  NGVD 29 (??/??/92)  282.073  (m)          925.43   (f) ADJ UNCH    2 0
 NA0850
 NA0850.Superseded values are not recommended for survey control.
 NA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0850.See file dsdata.txt to determine how the superseded data were derived.
 NA0850
 NA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN203485(NAD 83)
 NA0850_MARKER: DB = BENCH MARK DISK
 NA0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0850_SP_SET: CULVERT
 NA0850_STAMPING: A 315 1942
 NA0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0850+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 NA0850
 NA0850  HISTORY     - Date     Condition        Report By
 NA0850  HISTORY     - 1942     MONUMENTED       CGS
 NA0850  HISTORY     - 1971     GOOD             NYDT
 NA0850  HISTORY     - 20040527 GOOD             USPSQD
 NA0850
 NA0850                          STATION DESCRIPTION
 NA0850
 NA0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0850'4.8 MI E FROM VANHORNESVILLE.
 NA0850'ABOUT 1.8 MILES NORTHEAST ALONG HIGHWAY NO. 80 FROM THE POST OFFICE
 NA0850'AT VANHORNESVILLE, THENCE ABOUT 3.0 MILES SOUTHEAST ALONG A COUNTY
 NA0850'ROAD, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE NORTHEAST WING
 NA0850'WALL OF A LARGE CONCRETE BOX CULVERT OVER A CREEK.
 NA0850
 NA0850                          STATION RECOVERY (1971)
 NA0850
 NA0850'RECOVERY NOTE BY NY DEPT OF TRANSP 1971
 NA0850'RECOVERED IN GOOD CONDITION.
 NA0850
 NA0850                          STATION RECOVERY (2004)
 NA0850
 NA0850'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 NA0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1459 ***********************************************************************
 OE1459  DESIGNATION -  A 316
 OE1459  PID         -  OE1459
 OE1459  STATE/COUNTY-  NY/HERKIMER
 OE1459  USGS QUAD   -  LITTLE FALLS (1943)
 OE1459
 OE1459                         *CURRENT SURVEY CONTROL
 OE1459  ___________________________________________________________________
 OE1459* NAD 83(1986)-  43 01 14.     (N)    074 49 20.     (W)     SCALED    
 OE1459* NAVD 88     -       136.441  (meters)     447.64   (feet)  ADJUSTED  
 OE1459  ___________________________________________________________________
 OE1459  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 OE1459  DYNAMIC HT  -         136.404 (meters)     447.52  (feet)  COMP
 OE1459  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 OE1459
 OE1459  VERT ORDER  -  SECOND    CLASS 0
 OE1459
 OE1459.The horizontal coordinates were scaled from a topographic map and have
 OE1459.an estimated accuracy of +/- 6 seconds.
 OE1459
 OE1459.The orthometric height was determined by differential leveling
 OE1459.and adjusted by the National Geodetic Survey in June 1991..
 OE1459
 OE1459.The geoid height was determined by GEOID03.
 OE1459
 OE1459.The dynamic height is computed by dividing the NAVD 88
 OE1459.geopotential number by the normal gravity value computed on the
 OE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1459.degrees latitude (g = 980.6199 gals.).
 OE1459
 OE1459.The modeled gravity was interpolated from observed gravity values.
 OE1459
 OE1459;                    North         East    Units  Estimated Accuracy
 OE1459;SPC NY E     -   465,010.      123,740.      MT  (+/- 180 meters Scaled)
 OE1459
 OE1459                          SUPERSEDED SURVEY CONTROL
 OE1459
 OE1459  NGVD 29 (??/??/92)  136.591  (m)          448.13   (f) ADJ UNCH    2 0
 OE1459
 OE1459.Superseded values are not recommended for survey control.
 OE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1459.See file dsdata.txt to determine how the superseded data were derived.
 OE1459
 OE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN144631(NAD 83)
 OE1459_MARKER: DB = BENCH MARK DISK
 OE1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1459_SP_SET: CULVERT
 OE1459_STAMPING: A 316 1942
 OE1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1459
 OE1459  HISTORY     - Date     Condition        Report By
 OE1459  HISTORY     - 1942     MONUMENTED       CGS
 OE1459  HISTORY     - 1977     GOOD             NYDT
 OE1459
 OE1459                          STATION DESCRIPTION
 OE1459
 OE1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1459'2.6 MI SE FROM LITTLE FALLS.
 OE1459'ABOUT 1.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 OE1459'STATION AT LITTLE FALLS, THENCE ABOUT 1.3 MILES SOUTHEAST ALONG A
 OE1459'COUNTY ROAD, AT THE JUNCTION WITH HIGHWAY NO. 5 S, ABOUT 350 FEET WEST
 OE1459'ALONG NO. 5 S FROM THE JUNCTION WITH THE COUNTY ROAD, 26 FEET SOUTH OF
 OE1459'THE CENTER LINE OF NO. 5 S, A U.S.C. AND G.S. DISK SET IN THE TOP OF
 OE1459'THE SOUTHEAST WING WALL OF A LARGE CONCRETE BOX CULVERT OVER A CREEK,
 OE1459'ABOUT 5 FEET LOWER THAN THE ROAD LEVEL.
 OE1459
 OE1459                          STATION RECOVERY (1977)
 OE1459
 OE1459'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE1459'THE MARK IS ABOUT 1.3 MILES EAST ALONG NEW YORK CENTRAL RAILROAD FROM
 OE1459'THE STATION AT LITTLE FALLS, HERKIMER COUNTY, THENCE ABOUT 1.3 MILES
 OE1459'SOUTHEAST ALONG NYS ROUTE 169 TO ITS INTERSECTION WITH NYS ROUTE 55,
 OE1459'THENCE WESTERLY ALONG NYS ROUTE 55 ABOUT 0.1 MILE, AT A LARGE
 OE1459'CONCRETE BOX CULVERT OVER A CREEK, IN THE TOP OF THE SOUTHEAST
 OE1459'WINGWALL, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 5
 OE1459'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0344 ***********************************************************************
 OE0344  DESIGNATION -  A 317
 OE0344  PID         -  OE0344
 OE0344  STATE/COUNTY-  NY/HERKIMER
 OE0344  USGS QUAD   -  MIDDLEVILLE (1943)
 OE0344
 OE0344                         *CURRENT SURVEY CONTROL
 OE0344  ___________________________________________________________________
 OE0344* NAD 83(1986)-  43 08 17.     (N)    074 58 12.     (W)     SCALED    
 OE0344* NAVD 88     -       174.532  (meters)     572.61   (feet)  ADJUSTED  
 OE0344  ___________________________________________________________________
 OE0344  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 OE0344  DYNAMIC HT  -         174.483 (meters)     572.45  (feet)  COMP
 OE0344  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 OE0344
 OE0344  VERT ORDER  -  SECOND    CLASS 0
 OE0344
 OE0344.The horizontal coordinates were scaled from a topographic map and have
 OE0344.an estimated accuracy of +/- 6 seconds.
 OE0344
 OE0344.The orthometric height was determined by differential leveling
 OE0344.and adjusted by the National Geodetic Survey in June 1991..
 OE0344
 OE0344.The geoid height was determined by GEOID03.
 OE0344
 OE0344.The dynamic height is computed by dividing the NAVD 88
 OE0344.geopotential number by the normal gravity value computed on the
 OE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0344.degrees latitude (g = 980.6199 gals.).
 OE0344
 OE0344.The modeled gravity was interpolated from observed gravity values.
 OE0344
 OE0344;                    North         East    Units  Estimated Accuracy
 OE0344;SPC NY E     -   478,120.      111,770.      MT  (+/- 180 meters Scaled)
 OE0344
 OE0344                          SUPERSEDED SURVEY CONTROL
 OE0344
 OE0344  NGVD 29 (??/??/92)  174.675  (m)          573.08   (f) ADJ UNCH    2 0
 OE0344
 OE0344.Superseded values are not recommended for survey control.
 OE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0344.See file dsdata.txt to determine how the superseded data were derived.
 OE0344
 OE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN024761(NAD 83)
 OE0344_MARKER: DB = BENCH MARK DISK
 OE0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0344_SP_SET: BRIDGE ABUTMENT
 OE0344_STAMPING: A 317 1942
 OE0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0344
 OE0344  HISTORY     - Date     Condition        Report By
 OE0344  HISTORY     - 1942     MONUMENTED       CGS
 OE0344  HISTORY     - 1976     GOOD             NGS
 OE0344  HISTORY     - 20050728 MARK NOT FOUND   NYDT
 OE0344
 OE0344                          STATION DESCRIPTION
 OE0344
 OE0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0344'IN MIDDLEVILLE.
 OE0344'AT MIDDLEVILLE, AT THE HIGHWAY BRIDGE OVER WEST CANADA CREEK, A U.S.C.
 OE0344'AND G.C. DISK SET IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF
 OE0344'BRIDGE NO. 869 B2.
 OE0344
 OE0344                          STATION RECOVERY (1976)
 OE0344
 OE0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0344'RECOVERED IN GOOD CONDITION.
 OE0344
 OE0344                          STATION RECOVERY (2005)
 OE0344
 OE0344'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0344'NEW BRIDGE ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0324 ***********************************************************************
 OE0324  DESIGNATION -  A 318
 OE0324  PID         -  OE0324
 OE0324  STATE/COUNTY-  NY/FULTON
 OE0324  USGS QUAD   -  LITTLE FALLS (1943)
 OE0324
 OE0324                         *CURRENT SURVEY CONTROL
 OE0324  ___________________________________________________________________
 OE0324* NAD 83(1986)-  43 06 03.     (N)    074 45 23.     (W)     SCALED    
 OE0324* NAVD 88     -       288.776  (meters)     947.43   (feet)  ADJUSTED  
 OE0324  ___________________________________________________________________
 OE0324  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 OE0324  DYNAMIC HT  -         288.698 (meters)     947.17  (feet)  COMP
 OE0324  MODELED GRAV-     980,344.6   (mgal)                       NAVD 88
 OE0324
 OE0324  VERT ORDER  -  SECOND    CLASS 0
 OE0324
 OE0324.The horizontal coordinates were scaled from a topographic map and have
 OE0324.an estimated accuracy of +/- 6 seconds.
 OE0324
 OE0324.The orthometric height was determined by differential leveling
 OE0324.and adjusted by the National Geodetic Survey in June 1991..
 OE0324
 OE0324.The geoid height was determined by GEOID03.
 OE0324
 OE0324.The dynamic height is computed by dividing the NAVD 88
 OE0324.geopotential number by the normal gravity value computed on the
 OE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0324.degrees latitude (g = 980.6199 gals.).
 OE0324
 OE0324.The modeled gravity was interpolated from observed gravity values.
 OE0324
 OE0324;                    North         East    Units  Estimated Accuracy
 OE0324;SPC NY E     -   473,910.      129,130.      MT  (+/- 180 meters Scaled)
 OE0324
 OE0324                          SUPERSEDED SURVEY CONTROL
 OE0324
 OE0324  NGVD 29 (??/??/92)  288.931  (m)          947.93   (f) ADJ UNCH    2 0
 OE0324
 OE0324.Superseded values are not recommended for survey control.
 OE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0324.See file dsdata.txt to determine how the superseded data were derived.
 OE0324
 OE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN198720(NAD 83)
 OE0324_MARKER: DB = BENCH MARK DISK
 OE0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0324_STAMPING: A 318 1942
 OE0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0324+STABILITY: SURFACE MOTION
 OE0324
 OE0324  HISTORY     - Date     Condition        Report By
 OE0324  HISTORY     - 1942     MONUMENTED       CGS
 OE0324
 OE0324                          STATION DESCRIPTION
 OE0324
 OE0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0324'1.2 MI SE FROM DOLGEVILLE.
 OE0324'ABOUT 1.2 MILES SOUTHEAST ALONG HIGHWAY NO. 29 FROM THE JUNCTION WITH
 OE0324'HIGHWAY NO. 167 AT DOLGEVILLE, 41 FEET EAST OF THE NORTHEAST CORNER OF
 OE0324'THE JOE BROWN SERVICE STATION, 27.5 FEET SOUTHWEST OF THE CENTER LINE
 OE0324'OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A WHITE REFERENCE POST, A U.S.C.
 OE0324'AND G.S. DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0266 ***********************************************************************
 OE0266  DESIGNATION -  A 319
 OE0266  PID         -  OE0266
 OE0266  STATE/COUNTY-  NY/FULTON
 OE0266  USGS QUAD   -  BROADALBIN (1970)
 OE0266
 OE0266                         *CURRENT SURVEY CONTROL
 OE0266  ___________________________________________________________________
 OE0266* NAD 83(1986)-  43 03 35.     (N)    074 10 42.     (W)     SCALED    
 OE0266* NAVD 88     -       251.603  (meters)     825.47   (feet)  ADJUSTED  
 OE0266  ___________________________________________________________________
 OE0266  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 OE0266  DYNAMIC HT  -         251.537 (meters)     825.25  (feet)  COMP
 OE0266  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 OE0266
 OE0266  VERT ORDER  -  SECOND    CLASS 0
 OE0266
 OE0266.The horizontal coordinates were scaled from a topographic map and have
 OE0266.an estimated accuracy of +/- 6 seconds.
 OE0266
 OE0266.The orthometric height was determined by differential leveling
 OE0266.and adjusted by the National Geodetic Survey in June 1991..
 OE0266
 OE0266.The geoid height was determined by GEOID03.
 OE0266
 OE0266.The dynamic height is computed by dividing the NAVD 88
 OE0266.geopotential number by the normal gravity value computed on the
 OE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0266.degrees latitude (g = 980.6199 gals.).
 OE0266
 OE0266.The modeled gravity was interpolated from observed gravity values.
 OE0266
 OE0266;                    North         East    Units  Estimated Accuracy
 OE0266;SPC NY E     -   469,360.      176,200.      MT  (+/- 180 meters Scaled)
 OE0266
 OE0266                          SUPERSEDED SURVEY CONTROL
 OE0266
 OE0266  NGVD 29 (??/??/92)  251.74   (m)          825.9    (f) COMPUTED    2 0
 OE0266
 OE0266.Superseded values are not recommended for survey control.
 OE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0266.See file dsdata.txt to determine how the superseded data were derived.
 OE0266
 OE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN669677(NAD 83)
 OE0266_MARKER: DB = BENCH MARK DISK
 OE0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0266_SP_SET: BRIDGE
 OE0266_STAMPING: A-319 1942
 OE0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0266
 OE0266  HISTORY     - Date     Condition        Report By
 OE0266  HISTORY     - 1942     MONUMENTED       CGS
 OE0266  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 OE0266
 OE0266                          STATION DESCRIPTION
 OE0266
 OE0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0266'0.9 MI E FROM BROADALBIN.
 OE0266'0.9 MILE EAST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0266'BROADALBIN, SET IN THE TOP AT THE EAST CORNER OF THE SOUTH WALL OF THE
 OE0266'BRIDGE AT A T ROAD, 60 FEET WEST OF THE CENTER-LINE OF THE SIDE ROAD
 OE0266'LEADING SOUTH, 40 FEET SOUTHWEST OF POLE NO. 119, 12.8 FEET SOUTH OF
 OE0266'CENTER-LINE OF HIGHWAY, 3.2 FEET ABOVE HIGHWAY.  BENCH MARK DISK.
 OE0266
 OE0266                          STATION RECOVERY (2004)
 OE0266
 OE0266'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0267 ***********************************************************************
 OE0267  DESIGNATION -  A 319 RESET 1946
 OE0267  PID         -  OE0267
 OE0267  STATE/COUNTY-  NY/FULTON
 OE0267  USGS QUAD   -  BROADALBIN (1970)
 OE0267
 OE0267                         *CURRENT SURVEY CONTROL
 OE0267  ___________________________________________________________________
 OE0267* NAD 83(1986)-  43 03 35.     (N)    074 10 42.     (W)     SCALED    
 OE0267* NAVD 88     -       251.31   (+/-2cm)     824.5    (feet)  VERTCON   
 OE0267  ___________________________________________________________________
 OE0267  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 OE0267
 OE0267  VERT ORDER  -  THIRD (See Below)
 OE0267
 OE0267.The horizontal coordinates were scaled from a topographic map and have
 OE0267.an estimated accuracy of +/- 6 seconds.
 OE0267
 OE0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0267.The vertical order pertains to the NGVD 29 superseded value.
 OE0267
 OE0267.The geoid height was determined by GEOID03.
 OE0267
 OE0267;                    North         East    Units  Estimated Accuracy
 OE0267;SPC NY E     -   469,360.      176,200.      MT  (+/- 180 meters Scaled)
 OE0267
 OE0267                          SUPERSEDED SURVEY CONTROL
 OE0267
 OE0267  NGVD 29 (??/??/??)  251.45   (m)          825.0    (f) RESET       3  
 OE0267
 OE0267.Superseded values are not recommended for survey control.
 OE0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0267.See file dsdata.txt to determine how the superseded data were derived.
 OE0267
 OE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN669677(NAD 83)
 OE0267_MARKER: DB = BENCH MARK DISK
 OE0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0267_SP_SET: CULVERT
 OE0267_STAMPING: A 319 RESET 1946
 OE0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0267
 OE0267  HISTORY     - Date     Condition        Report By
 OE0267  HISTORY     - 1946     MONUMENTED       CGS
 OE0267  HISTORY     - 1953     GOOD             NGS
 OE0267  HISTORY     - 1985     GOOD             USPSQD
 OE0267
 OE0267                          STATION DESCRIPTION
 OE0267
 OE0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 OE0267'0.9 MI E FROM BROADALBIN.
 OE0267'0.9 MILE EAST ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT
 OE0267'BROADALBIN, FULTON COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTH, AT
 OE0267'SURVEY STATION 49+28, AT THE LEFT END OF CULVERT 1, AND IN THE TOP OF
 OE0267'THE EAST WING.  A STANDARD DISK, STAMPED A 319 RESET 1946.
 OE0267
 OE0267                          STATION RECOVERY (1985)
 OE0267
 OE0267'RECOVERY NOTE BY US POWER SQUADRON 1985
 OE0267'HEADING EAST ON NY RTE 29 LEFT END OF CULVERT, EAST WING CEMENT IS
 OE0267'CRUMBLED THE SOUTHWEST WING HAS NYS DPW SHIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0289 ***********************************************************************
 OE0289  DESIGNATION -  A 32
 OE0289  PID         -  OE0289
 OE0289  STATE/COUNTY-  NY/HERKIMER
 OE0289  USGS QUAD   -  HERKIMER (1943)
 OE0289
 OE0289                         *CURRENT SURVEY CONTROL
 OE0289  ___________________________________________________________________
 OE0289* NAD 83(1986)-  43 01 27.     (N)    074 56 18.     (W)     SCALED    
 OE0289* NAVD 88     -       117.891  (meters)     386.78   (feet)  ADJUSTED  
 OE0289  ___________________________________________________________________
 OE0289  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 OE0289  DYNAMIC HT  -         117.858 (meters)     386.67  (feet)  COMP
 OE0289  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OE0289
 OE0289  VERT ORDER  -  FIRST     CLASS II
 OE0289
 OE0289.The horizontal coordinates were scaled from a topographic map and have
 OE0289.an estimated accuracy of +/- 6 seconds.
 OE0289
 OE0289.The orthometric height was determined by differential leveling
 OE0289.and adjusted by the National Geodetic Survey in June 1991..
 OE0289
 OE0289.The geoid height was determined by GEOID03.
 OE0289
 OE0289.The dynamic height is computed by dividing the NAVD 88
 OE0289.geopotential number by the normal gravity value computed on the
 OE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0289.degrees latitude (g = 980.6199 gals.).
 OE0289
 OE0289.The modeled gravity was interpolated from observed gravity values.
 OE0289
 OE0289;                    North         East    Units  Estimated Accuracy
 OE0289;SPC NY E     -   465,450.      114,280.      MT  (+/- 180 meters Scaled)
 OE0289
 OE0289                          SUPERSEDED SURVEY CONTROL
 OE0289
 OE0289  NGVD 29 (??/??/92)  118.045  (m)          387.29   (f) ADJ UNCH    1 2
 OE0289
 OE0289.Superseded values are not recommended for survey control.
 OE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0289.See file dsdata.txt to determine how the superseded data were derived.
 OE0289
 OE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN050635(NAD 83)
 OE0289_MARKER: DB = BENCH MARK DISK
 OE0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0289_SP_SET: BUILDING
 OE0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0289
 OE0289  HISTORY     - Date     Condition        Report By
 OE0289  HISTORY     - UNK      MONUMENTED       CGS
 OE0289  HISTORY     - 1931     GOOD             NGS
 OE0289
 OE0289                          STATION DESCRIPTION
 OE0289
 OE0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0289'2.5 MI E FROM HERKIMER.
 OE0289'IN NEW YORK CENTRAL PUMPING STATION NO. 817. ON THE SOUTH FACE, 10.9
 OE0289'FEET FROM SOUTHWEST CORNER OF BUILDING.  AND 5 FEET ABOVE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0273 ***********************************************************************
 OE0273  DESIGNATION -  A 320
 OE0273  PID         -  OE0273
 OE0273  STATE/COUNTY-  NY/FULTON
 OE0273  USGS QUAD   -  GLOVERSVILLE (1970)
 OE0273
 OE0273                         *CURRENT SURVEY CONTROL
 OE0273  ___________________________________________________________________
 OE0273* NAD 83(1986)-  43 05 40.     (N)    074 15 22.     (W)     SCALED    
 OE0273* NAVD 88     -       237.546  (meters)     779.35   (feet)  ADJUSTED  
 OE0273  ___________________________________________________________________
 OE0273  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 OE0273  DYNAMIC HT  -         237.484 (meters)     779.15  (feet)  COMP
 OE0273  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 OE0273
 OE0273  VERT ORDER  -  SECOND    CLASS 0
 OE0273
 OE0273.The horizontal coordinates were scaled from a topographic map and have
 OE0273.an estimated accuracy of +/- 6 seconds.
 OE0273
 OE0273.The orthometric height was determined by differential leveling
 OE0273.and adjusted by the National Geodetic Survey in June 1991..
 OE0273
 OE0273.The geoid height was determined by GEOID03.
 OE0273
 OE0273.The dynamic height is computed by dividing the NAVD 88
 OE0273.geopotential number by the normal gravity value computed on the
 OE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0273.degrees latitude (g = 980.6199 gals.).
 OE0273
 OE0273.The modeled gravity was interpolated from observed gravity values.
 OE0273
 OE0273;                    North         East    Units  Estimated Accuracy
 OE0273;SPC NY E     -   473,190.      169,850.      MT  (+/- 180 meters Scaled)
 OE0273
 OE0273                          SUPERSEDED SURVEY CONTROL
 OE0273
 OE0273  NGVD 29 (??/??/92)  237.687  (m)          779.81   (f) ADJ UNCH    2 0
 OE0273
 OE0273.Superseded values are not recommended for survey control.
 OE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0273.See file dsdata.txt to determine how the superseded data were derived.
 OE0273
 OE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN605715(NAD 83)
 OE0273_MARKER: DB = BENCH MARK DISK
 OE0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0273_STAMPING: A-320 1942
 OE0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0273+STABILITY: SURFACE MOTION
 OE0273
 OE0273  HISTORY     - Date     Condition        Report By
 OE0273  HISTORY     - 1942     MONUMENTED       CGS
 OE0273  HISTORY     - 1977     GOOD             NYDT
 OE0273  HISTORY     - 1985     GOOD             USPSQD
 OE0273  HISTORY     - 20050602 MARK NOT FOUND   USPSQD
 OE0273
 OE0273                          STATION DESCRIPTION
 OE0273
 OE0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0273'0.8 MI SE FROM MAYFIELD.
 OE0273'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 30 FROM THE POST OFFICE AT
 OE0273'MAYFIELD, SET AT THE INTERSECTION OF THE HIGHWAY AND A SIDE ROAD
 OE0273'LEADING WEST ALONG THE SOUTH SIDE OF THE LAKE, 50.5 FEET WEST OF THE
 OE0273'ENTERING ADIRONDACK PARK SIGN, 29 FEET WEST OF CENTER-LINE OF HIGHWAY,
 OE0273'20.4 FEET SOUTH OF CENTERLINE OF SIDE ROAD, 3.3 FEET EAST OF POLE NO.
 OE0273'38, 0.6 FOOT EAST OF REFERENCE POST. BENCH MARK DISK SET IN TOP OF
 OE0273'CONCRETE POST.
 OE0273
 OE0273                          STATION RECOVERY (1977)
 OE0273
 OE0273'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0273'THE MARK IS LOCATED ABOUT 0.8 MILE SOUTHEAST ALONG OLD ROUTE 30 FROM
 OE0273'THE POST OFFICE AT MAYFIELD, FULTON COUNTY, AT THE SOUTHWEST CORNER
 OE0273'OF THE INTERSECTION OF BROWER ROAD, 29 FEET WEST OF THE CENTERLINE OF
 OE0273'THE HIGHWAY, 20.4 FEET SOUTH OF THE CENTERLINE OF BROWER ROAD AND
 OE0273'46.5 FEET SOUTH OF NM POLE 38. THE MARK IS A STANDARD DISK STAMPED A
 OE0273'320 1942 AND SET IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES ABOVE
 OE0273'GROUND.
 OE0273
 OE0273                          STATION RECOVERY (1985)
 OE0273
 OE0273'RECOVERY NOTE BY US POWER SQUADRON 1985
 OE0273'ROAD IS NO LONGER NY ROUTE 30 BUT KNOWN AS SCHOOL ST. NO POWER POLE,
 OE0273'WITNESS POST. OR ADIRONDACK PARK SIGN AS DESCRIBED.
 OE0273
 OE0273                          STATION RECOVERY (2005)
 OE0273
 OE0273'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0310 ***********************************************************************
 OE0310  DESIGNATION -  A 321
 OE0310  PID         -  OE0310
 OE0310  STATE/COUNTY-  NY/FULTON
 OE0310  USGS QUAD   -  OPPENHEIM (1945)
 OE0310
 OE0310                         *CURRENT SURVEY CONTROL
 OE0310  ___________________________________________________________________
 OE0310* NAD 83(1986)-  43 02 21.     (N)    074 38 48.     (W)     SCALED    
 OE0310* NAVD 88     -       310.202  (meters)    1017.72   (feet)  ADJUSTED  
 OE0310  ___________________________________________________________________
 OE0310  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 OE0310  DYNAMIC HT  -         310.116 (meters)    1017.44  (feet)  COMP
 OE0310  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 OE0310
 OE0310  VERT ORDER  -  SECOND    CLASS 0
 OE0310
 OE0310.The horizontal coordinates were scaled from a topographic map and have
 OE0310.an estimated accuracy of +/- 6 seconds.
 OE0310
 OE0310.The orthometric height was determined by differential leveling
 OE0310.and adjusted by the National Geodetic Survey in June 1991..
 OE0310
 OE0310.The geoid height was determined by GEOID03.
 OE0310
 OE0310.The dynamic height is computed by dividing the NAVD 88
 OE0310.geopotential number by the normal gravity value computed on the
 OE0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0310.degrees latitude (g = 980.6199 gals.).
 OE0310
 OE0310.The modeled gravity was interpolated from observed gravity values.
 OE0310
 OE0310;                    North         East    Units  Estimated Accuracy
 OE0310;SPC NY E     -   467,030.      138,050.      MT  (+/- 180 meters Scaled)
 OE0310
 OE0310                          SUPERSEDED SURVEY CONTROL
 OE0310
 OE0310  NGVD 29 (??/??/92)  310.362  (m)         1018.25   (f) ADJ UNCH    2 0
 OE0310
 OE0310.Superseded values are not recommended for survey control.
 OE0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0310.See file dsdata.txt to determine how the superseded data were derived.
 OE0310
 OE0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN287652(NAD 83)
 OE0310_MARKER: DB = BENCH MARK DISK
 OE0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0310_STAMPING: A 321 1942
 OE0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0310+STABILITY: SURFACE MOTION
 OE0310
 OE0310  HISTORY     - Date     Condition        Report By
 OE0310  HISTORY     - 1942     MONUMENTED       CGS
 OE0310
 OE0310                          STATION DESCRIPTION
 OE0310
 OE0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0310'3.6 MI NE FROM ST JOHNSVILLE.
 OE0310'3.6 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM GRACE CHURCH AT ST.
 OE0310'JOHNSVILLE, 86 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAYMOND COOL
 OE0310'WHITE FARMHOUSE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1
 OE0310'FOOT SOUTHEAST OF A REFERENCE POST, AND AT THE NORTHEAST END OF A ROCK
 OE0310'FENCE.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0204 ***********************************************************************
 OE0204  DESIGNATION -  A 322
 OE0204  PID         -  OE0204
 OE0204  STATE/COUNTY-  NY/FULTON
 OE0204  USGS QUAD   -  GLOVERSVILLE (1970)
 OE0204
 OE0204                         *CURRENT SURVEY CONTROL
 OE0204  ___________________________________________________________________
 OE0204* NAD 83(1986)-  43 04 54.     (N)    074 21 49.     (W)     SCALED    
 OE0204* NAVD 88     -       330.471  (meters)    1084.22   (feet)  ADJUSTED  
 OE0204  ___________________________________________________________________
 OE0204  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OE0204  DYNAMIC HT  -         330.377 (meters)    1083.91  (feet)  COMP
 OE0204  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 OE0204
 OE0204  VERT ORDER  -  SECOND    CLASS 0
 OE0204
 OE0204.The horizontal coordinates were scaled from a topographic map and have
 OE0204.an estimated accuracy of +/- 6 seconds.
 OE0204
 OE0204.The orthometric height was determined by differential leveling
 OE0204.and adjusted by the National Geodetic Survey in June 1991..
 OE0204
 OE0204.The geoid height was determined by GEOID03.
 OE0204
 OE0204.The dynamic height is computed by dividing the NAVD 88
 OE0204.geopotential number by the normal gravity value computed on the
 OE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0204.degrees latitude (g = 980.6199 gals.).
 OE0204
 OE0204.The modeled gravity was interpolated from observed gravity values.
 OE0204
 OE0204;                    North         East    Units  Estimated Accuracy
 OE0204;SPC NY E     -   471,750.      161,110.      MT  (+/- 180 meters Scaled)
 OE0204
 OE0204                          SUPERSEDED SURVEY CONTROL
 OE0204
 OE0204  NGVD 29 (??/??/92)  330.601  (m)         1084.65   (f) ADJ UNCH    2 0
 OE0204
 OE0204.Superseded values are not recommended for survey control.
 OE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0204.See file dsdata.txt to determine how the superseded data were derived.
 OE0204
 OE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN518700(NAD 83)
 OE0204_MARKER: DB = BENCH MARK DISK
 OE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0204_STAMPING: A 322 1942
 OE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0204+STABILITY: SURFACE MOTION
 OE0204
 OE0204  HISTORY     - Date     Condition        Report By
 OE0204  HISTORY     - 1942     MONUMENTED       CGS
 OE0204
 OE0204                          STATION DESCRIPTION
 OE0204
 OE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0204'2.8 MI N FROM GLOVERSVILLE.
 OE0204'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 309 FROM THE FIRST M.E. CHURCH
 OE0204'AT GLOVERSVILLE, AT A T INTERSECTION OF THE HIGHWAY AND A PRIVATE DIRT
 OE0204'ROAD LEADING EAST TO A LARGE BARN, 48 FEET EAST OF THE CENTER LINE OF
 OE0204'THE HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 6 FEET
 OE0204'EAST OF POWER LINE POLE NO. NYP 82/1, 2.3 FEET NORTH OF A FENCE, AND 1
 OE0204'1/2 FEET WEST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A
 OE0204'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0184 ***********************************************************************
 OE0184  DESIGNATION -  A 323
 OE0184  PID         -  OE0184
 OE0184  STATE/COUNTY-  NY/FULTON
 OE0184  USGS QUAD   -  CAROGA LAKE (1970)
 OE0184
 OE0184                         *CURRENT SURVEY CONTROL
 OE0184  ___________________________________________________________________
 OE0184* NAD 83(1986)-  43 08 49.     (N)    074 27 50.     (W)     SCALED    
 OE0184* NAVD 88     -       468.700  (meters)    1537.73   (feet)  ADJUSTED  
 OE0184  ___________________________________________________________________
 OE0184  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 OE0184  DYNAMIC HT  -         468.566 (meters)    1537.29  (feet)  COMP
 OE0184  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 OE0184
 OE0184  VERT ORDER  -  SECOND    CLASS 0
 OE0184
 OE0184.The horizontal coordinates were scaled from a topographic map and have
 OE0184.an estimated accuracy of +/- 6 seconds.
 OE0184
 OE0184.The orthometric height was determined by differential leveling
 OE0184.and adjusted by the National Geodetic Survey in June 1991..
 OE0184
 OE0184.The geoid height was determined by GEOID03.
 OE0184
 OE0184.The dynamic height is computed by dividing the NAVD 88
 OE0184.geopotential number by the normal gravity value computed on the
 OE0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0184.degrees latitude (g = 980.6199 gals.).
 OE0184
 OE0184.The modeled gravity was interpolated from observed gravity values.
 OE0184
 OE0184;                    North         East    Units  Estimated Accuracy
 OE0184;SPC NY E     -   479,000.      152,940.      MT  (+/- 180 meters Scaled)
 OE0184
 OE0184                          SUPERSEDED SURVEY CONTROL
 OE0184
 OE0184  NGVD 29 (??/??/92)  468.833  (m)         1538.16   (f) ADJ UNCH    2 0
 OE0184
 OE0184.Superseded values are not recommended for survey control.
 OE0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0184.See file dsdata.txt to determine how the superseded data were derived.
 OE0184
 OE0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN435772(NAD 83)
 OE0184_MARKER: DB = BENCH MARK DISK
 OE0184_SETTING: 66 = SET IN ROCK OUTCROP
 OE0184_SP_SET: ROCK LEDGE
 OE0184_STAMPING: A 323 1942
 OE0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0184+STABILITY: POSITION/ELEVATION WELL
 OE0184
 OE0184  HISTORY     - Date     Condition        Report By
 OE0184  HISTORY     - 1942     MONUMENTED       CGS
 OE0184
 OE0184                          STATION DESCRIPTION
 OE0184
 OE0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0184'1.5 MI NE FROM CAROGA LAKE.
 OE0184'ABOUT 0.2 MILE NORTH ALONG HIGHWAY NO. 10 FROM VROOMANS HOTEL AT
 OE0184'CAROGA LAKE, THENCE ABOUT 1.3 MILES NORTHEAST ALONG A SURFACED COUNTY
 OE0184'ROAD, 70 FEET NORHTWEST OF A TRIANGLE-BLAZED 12-INCH MAPLE TREE, 25
 OE0184'FEET EAST OF A TRIANGLE-BLAZED 6-INCH MAPLE TREE, 24.5 FEET SOUTH OF
 OE0184'THE CENTER LINE OF THE ROAD, A U.S.C. AND G.S. DISK SET IN A ROCK
 OE0184'LEDGE OUTCROP, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0016 ***********************************************************************
 KU0016  DESIGNATION -  A 324
 KU0016  PID         -  KU0016
 KU0016  STATE/COUNTY-  NY/SUFFOLK
 KU0016  USGS QUAD   -  SAG HARBOR (1956)
 KU0016
 KU0016                         *CURRENT SURVEY CONTROL
 KU0016  ___________________________________________________________________
 KU0016* NAD 83(1986)-  40 54 22.     (N)    072 21 42.     (W)     SCALED    
 KU0016* NAVD 88     -        10.417  (meters)      34.18   (feet)  ADJUSTED  
 KU0016  ___________________________________________________________________
 KU0016  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU0016  DYNAMIC HT  -          10.413 (meters)      34.16  (feet)  COMP
 KU0016  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 KU0016
 KU0016  VERT ORDER  -  SECOND    CLASS 0
 KU0016
 KU0016.The horizontal coordinates were scaled from a topographic map and have
 KU0016.an estimated accuracy of +/- 6 seconds.
 KU0016
 KU0016.The orthometric height was determined by differential leveling
 KU0016.and adjusted by the National Geodetic Survey in June 1991..
 KU0016
 KU0016.The geoid height was determined by GEOID03.
 KU0016
 KU0016.The dynamic height is computed by dividing the NAVD 88
 KU0016.geopotential number by the normal gravity value computed on the
 KU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0016.degrees latitude (g = 980.6199 gals.).
 KU0016
 KU0016.The modeled gravity was interpolated from observed gravity values.
 KU0016
 KU0016;                    North         East    Units  Estimated Accuracy
 KU0016;SPC NY L     -    83,400.      438,030.      MT  (+/- 180 meters Scaled)
 KU0016
 KU0016                          SUPERSEDED SURVEY CONTROL
 KU0016
 KU0016  NGVD 29 (??/??/92)   10.697  (m)           35.10   (f) ADJ UNCH    2 0
 KU0016
 KU0016.Superseded values are not recommended for survey control.
 KU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0016.See file dsdata.txt to determine how the superseded data were derived.
 KU0016
 KU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL222316(NAD 83)
 KU0016_MARKER: DB = BENCH MARK DISK
 KU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0016_STAMPING: A 324 1943
 KU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0016+STABILITY: SURFACE MOTION
 KU0016
 KU0016  HISTORY     - Date     Condition        Report By
 KU0016  HISTORY     - 1943     MONUMENTED       CGS
 KU0016  HISTORY     - 1970     GOOD             NYDT
 KU0016  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 KU0016  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 KU0016
 KU0016                          STATION DESCRIPTION
 KU0016
 KU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KU0016'2.1 MI NE FROM SOUTHAMPTON.
 KU0016'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE TOWN HALL
 KU0016'AT SOUTHAMPTON, SUFFOLK COUNTY, AT A CURVE IN THE HIGHWAY,
 KU0016'AT THE JUNCTION OF TWO ROADS (ONE ROAD LEADS NORTHWEST AND THE
 KU0016'OTHER ROAD LEADS NORTHEAST), IN THE TRIANGLE AT THE JUNCTION,
 KU0016'35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF
 KU0016'THE CENTERLINE OF THE ROAD LEADING NORTHEAST, 16 FEET EAST OF
 KU0016'A LARGE OAK TREE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 KU0016'POST.  A STANDARD DISK, STAMPED A 324 1943 AND SET IN THE
 KU0016'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 KU0016
 KU0016                          STATION RECOVERY (1970)
 KU0016
 KU0016'RECOVERY NOTE BY NY DEPT OF TRANSP 1970
 KU0016'RECOVERED IN GOOD CONDITION.
 KU0016
 KU0016                          STATION RECOVERY (2001)
 KU0016
 KU0016'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU0016'MARK NOT FOUND.
 KU0016
 KU0016                          STATION RECOVERY (2004)
 KU0016
 KU0016'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0046 ***********************************************************************
 KU0046  DESIGNATION -  A 325
 KU0046  PID         -  KU0046
 KU0046  STATE/COUNTY-  NY/SUFFOLK
 KU0046  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU0046
 KU0046                         *CURRENT SURVEY CONTROL
 KU0046  ___________________________________________________________________
 KU0046* NAD 83(1986)-  40 59 08.     (N)    072 05 25.     (W)     SCALED    
 KU0046* NAVD 88     -         1.750  (meters)       5.74   (feet)  ADJUSTED  
 KU0046  ___________________________________________________________________
 KU0046  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU0046  DYNAMIC HT  -           1.749 (meters)       5.74  (feet)  COMP
 KU0046  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 KU0046
 KU0046  VERT ORDER  -  SECOND    CLASS 0
 KU0046
 KU0046.The horizontal coordinates were scaled from a topographic map and have
 KU0046.an estimated accuracy of +/- 6 seconds.
 KU0046
 KU0046.The orthometric height was determined by differential leveling
 KU0046.and adjusted by the National Geodetic Survey in June 1991..
 KU0046
 KU0046.The geoid height was determined by GEOID03.
 KU0046
 KU0046.The dynamic height is computed by dividing the NAVD 88
 KU0046.geopotential number by the normal gravity value computed on the
 KU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0046.degrees latitude (g = 980.6199 gals.).
 KU0046
 KU0046.The modeled gravity was interpolated from observed gravity values.
 KU0046
 KU0046;                    North         East    Units  Estimated Accuracy
 KU0046;SPC NY L     -    92,690.      460,700.      MT  (+/- 180 meters Scaled)
 KU0046
 KU0046                          SUPERSEDED SURVEY CONTROL
 KU0046
 KU0046  NGVD 29 (??/??/92)    2.038  (m)            6.69   (f) ADJ UNCH    2 0
 KU0046
 KU0046.Superseded values are not recommended for survey control.
 KU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0046.See file dsdata.txt to determine how the superseded data were derived.
 KU0046
 KU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL447412(NAD 83)
 KU0046_MARKER: DB = BENCH MARK DISK
 KU0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0046_STAMPING: A 325 1943
 KU0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0046+STABILITY: SURFACE MOTION
 KU0046
 KU0046  HISTORY     - Date     Condition        Report By
 KU0046  HISTORY     - 1943     MONUMENTED       CGS
 KU0046  HISTORY     - 1965     GOOD             NGS
 KU0046
 KU0046                          STATION DESCRIPTION
 KU0046
 KU0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU0046'2.7 MI E FROM AMAGANSETT.
 KU0046'5.45 MILES EAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 KU0046'EAST HAMPTON, SUFFOLK COUNTY, BETWEEN THE HIGHWAY AND THE LONG
 KU0046'ISLAND RAILROAD, 76 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 45.7
 KU0046'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH
 KU0046'OF POLE 3710, AND 1.6 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 KU0046'POST.  A STANDARD DISK, STAMPED A 325 1943 AND SET IN THE TOP OF
 KU0046'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0236 ***********************************************************************
 LX0236  DESIGNATION -  A 326
 LX0236  PID         -  LX0236
 LX0236  STATE/COUNTY-  NY/SUFFOLK
 LX0236  USGS QUAD   -  SOUTHOLD (1956)
 LX0236
 LX0236                         *CURRENT SURVEY CONTROL
 LX0236  ___________________________________________________________________
 LX0236* NAD 83(1986)-  41 05 22.     (N)    072 23 26.     (W)     SCALED    
 LX0236* NAVD 88     -         2.463  (meters)       8.08   (feet)  ADJUSTED  
 LX0236  ___________________________________________________________________
 LX0236  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LX0236  DYNAMIC HT  -           2.462 (meters)       8.08  (feet)  COMP
 LX0236  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 LX0236
 LX0236  VERT ORDER  -  SECOND    CLASS 0
 LX0236
 LX0236.The horizontal coordinates were scaled from a topographic map and have
 LX0236.an estimated accuracy of +/- 6 seconds.
 LX0236
 LX0236.The orthometric height was determined by differential leveling
 LX0236.and adjusted by the National Geodetic Survey in June 1991..
 LX0236
 LX0236.The geoid height was determined by GEOID03.
 LX0236
 LX0236.The dynamic height is computed by dividing the NAVD 88
 LX0236.geopotential number by the normal gravity value computed on the
 LX0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0236.degrees latitude (g = 980.6199 gals.).
 LX0236
 LX0236.The modeled gravity was interpolated from observed gravity values.
 LX0236
 LX0236;                    North         East    Units  Estimated Accuracy
 LX0236;SPC NY L     -   103,720.      435,220.      MT  (+/- 180 meters Scaled)
 LX0236
 LX0236                          SUPERSEDED SURVEY CONTROL
 LX0236
 LX0236  NGVD 29 (??/??/92)    2.753  (m)            9.03   (f) ADJ UNCH    2 0
 LX0236
 LX0236.Superseded values are not recommended for survey control.
 LX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0236.See file dsdata.txt to determine how the superseded data were derived.
 LX0236
 LX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL191519(NAD 83)
 LX0236_MARKER: DB = BENCH MARK DISK
 LX0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0236_STAMPING: A 326 1943
 LX0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0236+STABILITY: SURFACE MOTION
 LX0236
 LX0236  HISTORY     - Date     Condition        Report By
 LX0236  HISTORY     - 1943     MONUMENTED       CGS
 LX0236  HISTORY     - 1954     MARK NOT FOUND   USGS
 LX0236  HISTORY     - 1984     GOOD             NGS
 LX0236  HISTORY     - 19980620 GOOD             USPSQD
 LX0236  HISTORY     - 19980624 GOOD             USPSQD
 LX0236
 LX0236                          STATION DESCRIPTION
 LX0236
 LX0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LX0236'2.1 MI SW FROM GREENPORT.
 LX0236'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LX0236'AT GREENPORT, SUFFOLK COUNTY, 81 FT. SOUTHEAST OF SOUTHEAST
 LX0236'CORNER OF MR. JOHN REMPE HOUSE, AND 107 FT. SOUTHWEST OF THE
 LX0236'SOUTHWEST CORNER OF MRS. IDA COSTAS HOUSE, A T-ROAD JUNCTION OF
 LX0236'PIPES NECK RD., AND ROUTE 25, AND 30.1 FT. NORTH OF CENTERLINE
 LX0236'OF ROUTE 25, AND 2.7 FT. EAST OF WITNESS POST, AND 0.4 FT. ABOVE
 LX0236'GROUND.  A STANDARD DISK, SET IN A 4 FT. CONCRETE POST 3.8 FT.
 LX0236'IN GROUND.
 LX0236
 LX0236                          STATION RECOVERY (1954)
 LX0236
 LX0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX0236'MARK NOT FOUND.
 LX0236
 LX0236                          STATION RECOVERY (1984)
 LX0236
 LX0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0236'TO REACH THE MARK FROM THE POST OFFICE IN GREENPORT, GO SOUTHWEST ON
 LX0236'STATE HIGHWAY 25 FOR 3.1 KM (1.9 MI) TO THE MARK ON THE RIGHT. IT IS
 LX0236'A STANDARD DISK SET IN THE TOP OF A 15 CM (6-INCH) SQUARE CONCRETE
 LX0236'POST THAT PROJECTS 8 CM (3-INCHES) IT IS 32.3 METERS (106.0 FT)
 LX0236'NORTHEAST OF THE CENTER OF PIPES NECK ROAD, 24.7 METERS (81.0 FT)
 LX0236'NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT THE INTERSECTION OF
 LX0236'THE ROADS, 9.3 METERS (30.5 FT) NORTHWEST OF THE CENTER OF THE
 LX0236'HIGHWAY AND 0.3 METER (1.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 LX0236
 LX0236                          STATION RECOVERY (1998)
 LX0236
 LX0236'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0236'RECOVERED IN GOOD CONDITION.
 LX0236
 LX0236                          STATION RECOVERY (1998)
 LX0236
 LX0236'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0792 ***********************************************************************
 LW0792  DESIGNATION -  A 327
 LW0792  PID         -  LW0792
 LW0792  STATE/COUNTY-  NY/SUFFOLK
 LW0792  USGS QUAD   -  MYSTIC (1984)
 LW0792
 LW0792                         *CURRENT SURVEY CONTROL
 LW0792  ___________________________________________________________________
 LW0792* NAD 83(1986)-  41 16 39.     (N)    071 58 47.     (W)     SCALED    
 LW0792* LOCAL TIDAL -         5.591  (meters)      18.34   (feet)  ADJ UNCH  
 LW0792  ___________________________________________________________________
 LW0792  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0792
 LW0792  VERT ORDER  -  SECOND    CLASS 0
 LW0792
 LW0792.The horizontal coordinates were scaled from a topographic map and have
 LW0792.an estimated accuracy of +/- 6 seconds.
 LW0792
 LW0792.The orthometric height was key entered from printed documents
 LW0792.and not key verified.
 LW0792
 LW0792.The geoid height was determined by GEOID03.
 LW0792
 LW0792;                    North         East    Units  Estimated Accuracy
 LW0792;SPC NY L     -   125,310.      469,250.      MT  (+/- 180 meters Scaled)
 LW0792
 LW0792                          SUPERSEDED SURVEY CONTROL
 LW0792
 LW0792.No superseded survey control is available for this station.
 LW0792
 LW0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF504738(NAD 83)
 LW0792_MARKER: DB = BENCH MARK DISK
 LW0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0792_STAMPING: A 357 1943
 LW0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0792+STABILITY: SURFACE MOTION
 LW0792
 LW0792  HISTORY     - Date     Condition        Report By
 LW0792  HISTORY     - 1943     MONUMENTED       CGS
 LW0792  HISTORY     - 20011212 MARK NOT FOUND   USPSQD
 LW0792
 LW0792                          STATION DESCRIPTION
 LW0792
 LW0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0792'3.2 MI NE FROM FISHERS ISLAND.
 LW0792'3.2 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE
 LW0792'AT FISHERS ISLAND, SUFFOLK COUNTY, 250 FEET SOUTH OF A LARGE
 LW0792'RED BARN, AT A ROAD INTERSECTION, IN THE NORTHWEST POINT OF THE
 LW0792'TRIANGLE, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 LW0792'NORTHEAST-AND-SOUTHWEST ROAD, 20 FEET SOUTHWEST OF THE CENTER
 LW0792'LINE OF THE NORTHWEST-AND-SOUTHEAST ROAD, AND 17 FEET
 LW0792'EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD
 LW0792'DISK, STAMPED A 327 1943 AND SET IN THE TOP OF A CONCRETE POST
 LW0792'PROJECTING 0.4 FOOT ABOVE GROUND.
 LW0792
 LW0792                          STATION RECOVERY (2001)
 LW0792
 LW0792'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0751 ***********************************************************************
 KU0751  DESIGNATION -  A 328
 KU0751  PID         -  KU0751
 KU0751  STATE/COUNTY-  NY/SUFFOLK
 KU0751  USGS QUAD   -  PATCHOGUE (1967)
 KU0751
 KU0751                         *CURRENT SURVEY CONTROL
 KU0751  ___________________________________________________________________
 KU0751* NAD 83(1986)-  40 48 29.     (N)    073 06 32.     (W)     SCALED    
 KU0751* NAVD 88     -        33.088  (meters)     108.56   (feet)  ADJUSTED  
 KU0751  ___________________________________________________________________
 KU0751  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KU0751  DYNAMIC HT  -          33.076 (meters)     108.52  (feet)  COMP
 KU0751  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 KU0751
 KU0751  VERT ORDER  -  SECOND    CLASS 0
 KU0751
 KU0751.The horizontal coordinates were scaled from a topographic map and have
 KU0751.an estimated accuracy of +/- 6 seconds.
 KU0751
 KU0751.The orthometric height was determined by differential leveling
 KU0751.and adjusted by the National Geodetic Survey in June 1991..
 KU0751
 KU0751.The geoid height was determined by GEOID03.
 KU0751
 KU0751.The dynamic height is computed by dividing the NAVD 88
 KU0751.geopotential number by the normal gravity value computed on the
 KU0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0751.degrees latitude (g = 980.6199 gals.).
 KU0751
 KU0751.The modeled gravity was interpolated from observed gravity values.
 KU0751
 KU0751;                    North         East    Units  Estimated Accuracy
 KU0751;SPC NY L     -    71,610.      375,190.      MT  (+/- 180 meters Scaled)
 KU0751
 KU0751                          SUPERSEDED SURVEY CONTROL
 KU0751
 KU0751  NGVD 29 (??/??/92)   33.413  (m)          109.62   (f) ADJ UNCH    2 0
 KU0751
 KU0751.Superseded values are not recommended for survey control.
 KU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0751.See file dsdata.txt to determine how the superseded data were derived.
 KU0751
 KU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL595191(NAD 83)
 KU0751_MARKER: DB = BENCH MARK DISK
 KU0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0751_SP_SET: FOUNDATION
 KU0751_STAMPING: A 328 1949
 KU0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0751
 KU0751  HISTORY     - Date     Condition        Report By
 KU0751  HISTORY     - 1949     MONUMENTED       CGS
 KU0751  HISTORY     - 1954     GOOD             NGS
 KU0751  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0751  HISTORY     - 20060628 MARK NOT FOUND   NYDT
 KU0751
 KU0751                          STATION DESCRIPTION
 KU0751
 KU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0751'AT RONKONKOMA.
 KU0751'AT RONKONKOMA, AT THE LONG ISLAND RAILROAD STATION, SET IN THE
 KU0751'TOP OF THE SOUTH END OF THE MOST WESTERLY CONCRETE FOUNDATION OF
 KU0751'LARGE WOODEN WATER TANK AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE
 KU0751'STATION GROUNDS.
 KU0751
 KU0751                          STATION RECOVERY (1954)
 KU0751
 KU0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KU0751'RECOVERED IN GOOD CONDITION.
 KU0751
 KU0751                          STATION RECOVERY (1995)
 KU0751
 KU0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0751'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 KU0751
 KU0751                          STATION RECOVERY (2006)
 KU0751
 KU0751'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0288 ***********************************************************************
 KU0288  DESIGNATION -  A 329
 KU0288  PID         -  KU0288
 KU0288  STATE/COUNTY-  NY/SUFFOLK
 KU0288  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0288
 KU0288                         *CURRENT SURVEY CONTROL
 KU0288  ___________________________________________________________________
 KU0288* NAD 83(1986)-  40 53 41.     (N)    072 53 31.     (W)     SCALED    
 KU0288* NAVD 88     -        19.340  (meters)      63.45   (feet)  ADJUSTED  
 KU0288  ___________________________________________________________________
 KU0288  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU0288  DYNAMIC HT  -          19.333 (meters)      63.43  (feet)  COMP
 KU0288  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 KU0288
 KU0288  VERT ORDER  -  SECOND    CLASS 0
 KU0288
 KU0288.The horizontal coordinates were scaled from a topographic map and have
 KU0288.an estimated accuracy of +/- 6 seconds.
 KU0288
 KU0288.The orthometric height was determined by differential leveling
 KU0288.and adjusted by the National Geodetic Survey in June 1991..
 KU0288
 KU0288.The geoid height was determined by GEOID03.
 KU0288
 KU0288.The dynamic height is computed by dividing the NAVD 88
 KU0288.geopotential number by the normal gravity value computed on the
 KU0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0288.degrees latitude (g = 980.6199 gals.).
 KU0288
 KU0288.The modeled gravity was interpolated from observed gravity values.
 KU0288
 KU0288;                    North         East    Units  Estimated Accuracy
 KU0288;SPC NY L     -    81,440.      393,370.      MT  (+/- 180 meters Scaled)
 KU0288
 KU0288                          SUPERSEDED SURVEY CONTROL
 KU0288
 KU0288  NGVD 29 (??/??/92)   19.646  (m)           64.46   (f) ADJ UNCH    2 0
 KU0288
 KU0288.Superseded values are not recommended for survey control.
 KU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0288.See file dsdata.txt to determine how the superseded data were derived.
 KU0288
 KU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL775292(NAD 83)
 KU0288_MARKER: DB = BENCH MARK DISK
 KU0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0288_SP_SET: CULVERT
 KU0288_STAMPING: A 329 1949
 KU0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0288
 KU0288  HISTORY     - Date     Condition        Report By
 KU0288  HISTORY     - 1949     MONUMENTED       CGS
 KU0288  HISTORY     - 1967     MARK NOT FOUND   USGS
 KU0288  HISTORY     - 20031020 MARK NOT FOUND   USPSQD
 KU0288
 KU0288                          STATION DESCRIPTION
 KU0288
 KU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0288'AT RIDGE.
 KU0288'AT RIDGE, ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 25 FROM THE
 KU0288'RIDGE FIRE HOUSE, AT THE INTERSECTION OF RANDALL ROAD, SET IN
 KU0288'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 5 FOOT
 KU0288'CONCRETE BOX CULVERT UNDER RANDALL ROAD, 29.6 FEET NORTH OF THE
 KU0288'CENTER LINE OF THE HIGHWAY, 28.8 FEET SOUTHEAST OF THE CENTER
 KU0288'LINE OF RANDALL ROAD AND ABOUT LEVEL WITH THE HIGHWAY.
 KU0288
 KU0288                          STATION RECOVERY (1967)
 KU0288
 KU0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KU0288'MARK NOT FOUND.
 KU0288
 KU0288                          STATION RECOVERY (2003)
 KU0288
 KU0288'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0572 ***********************************************************************
 KU0572  DESIGNATION -  A 330
 KU0572  PID         -  KU0572
 KU0572  STATE/COUNTY-  NY/SUFFOLK
 KU0572  USGS QUAD   -  GREENLAWN (1979)
 KU0572
 KU0572                         *CURRENT SURVEY CONTROL
 KU0572  ___________________________________________________________________
 KU0572* NAD 83(1986)-  40 45 39.     (N)    073 18 35.     (W)     SCALED    
 KU0572* NAVD 88     -        22.855  (meters)      74.98   (feet)  ADJUSTED  
 KU0572  ___________________________________________________________________
 KU0572  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU0572  DYNAMIC HT  -          22.846 (meters)      74.95  (feet)  COMP
 KU0572  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 KU0572
 KU0572  VERT ORDER  -  SECOND    CLASS 0
 KU0572
 KU0572.The horizontal coordinates were scaled from a topographic map and have
 KU0572.an estimated accuracy of +/- 6 seconds.
 KU0572
 KU0572.The orthometric height was determined by differential leveling
 KU0572.and adjusted by the National Geodetic Survey in June 1991..
 KU0572
 KU0572.The geoid height was determined by GEOID03.
 KU0572
 KU0572.The dynamic height is computed by dividing the NAVD 88
 KU0572.geopotential number by the normal gravity value computed on the
 KU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0572.degrees latitude (g = 980.6199 gals.).
 KU0572
 KU0572.The modeled gravity was interpolated from observed gravity values.
 KU0572
 KU0572;                    North         East    Units  Estimated Accuracy
 KU0572;SPC NY L     -    66,210.      358,290.      MT  (+/- 180 meters Scaled)
 KU0572
 KU0572                          SUPERSEDED SURVEY CONTROL
 KU0572
 KU0572  NGVD 29 (??/??/92)   23.204  (m)           76.13   (f) ADJ UNCH    2 0
 KU0572
 KU0572.Superseded values are not recommended for survey control.
 KU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0572.See file dsdata.txt to determine how the superseded data were derived.
 KU0572
 KU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL426135(NAD 83)
 KU0572_MARKER: DB = BENCH MARK DISK
 KU0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0572_STAMPING: A 330 1950
 KU0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0572+STABILITY: SURFACE MOTION
 KU0572
 KU0572  HISTORY     - Date     Condition        Report By
 KU0572  HISTORY     - 1950     MONUMENTED       CGS
 KU0572  HISTORY     - 1984     MARK NOT FOUND   NGS
 KU0572  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0572  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0572  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 KU0572
 KU0572                          STATION DESCRIPTION
 KU0572
 KU0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0572'4.2 MI N FROM BABYLON.
 KU0572'ABOUT 2.85 MILES NORTH ALONG DEER PARK AVENUE FROM THE LONG
 KU0572'ISLAND RAILROAD STATION AT BABYLON THENCE ABOUT 1.3 MILES NORTH
 KU0572'ALONG COMMACK ROAD, AT THE DEER PARK AIRPORT, AT THE WEST SIDE
 KU0572'OF THE MOST EASTERLY MAIN HANGAR, 10.2 FEET NORTH OF THE SOUTHWEST
 KU0572'CORNER OF THE HANGAR, 1.5 FEET WEST OF THE WEST FACE OF THE
 KU0572'HANGAR AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU0572
 KU0572                          STATION RECOVERY (1984)
 KU0572
 KU0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KU0572'MARK NOT FOUND.
 KU0572
 KU0572                          STATION RECOVERY (1985)
 KU0572
 KU0572'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0572'MARK NOT FOUND.
 KU0572
 KU0572                          STATION RECOVERY (1985)
 KU0572
 KU0572'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0572'MARK NOT FOUND.
 KU0572
 KU0572                          STATION RECOVERY (2003)
 KU0572
 KU0572'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0247 ***********************************************************************
 KU0247  DESIGNATION -  A 331
 KU0247  PID         -  KU0247
 KU0247  STATE/COUNTY-  NY/SUFFOLK
 KU0247  USGS QUAD   -  BELLPORT (1967)
 KU0247
 KU0247                         *CURRENT SURVEY CONTROL
 KU0247  ___________________________________________________________________
 KU0247* NAD 83(1986)-  40 49 23.     (N)    072 52 47.     (W)     SCALED    
 KU0247* NAVD 88     -        22.949  (meters)      75.29   (feet)  ADJUSTED  
 KU0247  ___________________________________________________________________
 KU0247  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0247  DYNAMIC HT  -          22.940 (meters)      75.26  (feet)  COMP
 KU0247  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 KU0247
 KU0247  VERT ORDER  -  SECOND    CLASS 0
 KU0247
 KU0247.The horizontal coordinates were scaled from a topographic map and have
 KU0247.an estimated accuracy of +/- 6 seconds.
 KU0247
 KU0247.The orthometric height was determined by differential leveling
 KU0247.and adjusted by the National Geodetic Survey in June 1991..
 KU0247
 KU0247.The geoid height was determined by GEOID03.
 KU0247
 KU0247.The dynamic height is computed by dividing the NAVD 88
 KU0247.geopotential number by the normal gravity value computed on the
 KU0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0247.degrees latitude (g = 980.6199 gals.).
 KU0247
 KU0247.The modeled gravity was interpolated from observed gravity values.
 KU0247
 KU0247;                    North         East    Units  Estimated Accuracy
 KU0247;SPC NY L     -    73,490.      394,500.      MT  (+/- 180 meters Scaled)
 KU0247
 KU0247                          SUPERSEDED SURVEY CONTROL
 KU0247
 KU0247  NGVD 29 (??/??/92)   23.262  (m)           76.32   (f) ADJ UNCH    2 0
 KU0247
 KU0247.Superseded values are not recommended for survey control.
 KU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0247.See file dsdata.txt to determine how the superseded data were derived.
 KU0247
 KU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL788212(NAD 83)
 KU0247_MARKER: DB = BENCH MARK DISK
 KU0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0247_STAMPING: A 331 1950
 KU0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0247+STABILITY: SURFACE MOTION
 KU0247
 KU0247  HISTORY     - Date     Condition        Report By
 KU0247  HISTORY     - 1950     MONUMENTED       CGS
 KU0247
 KU0247                          STATION DESCRIPTION
 KU0247
 KU0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0247'3 MI S FROM CAMP UPTON.
 KU0247'ABOUT 2.95 MILES SOUTH ALONG UPTON BOULEVARD FROM THE WATER TANK
 KU0247'AT CAMP UPTON, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST,
 KU0247'48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST,
 KU0247'43.5 FEET EAST OF THE CENTER LINE OF UPTON BOULEVARD, 3 FEET
 KU0247'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS
 KU0247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KU0247'NOTE-- ALSO ABOUT 3.15 MILES NORTHWEST OF MASTIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0248 ***********************************************************************
 KU0248  DESIGNATION -  A 331 RESET 1961
 KU0248  PID         -  KU0248
 KU0248  STATE/COUNTY-  NY/SUFFOLK
 KU0248  USGS QUAD   -  BELLPORT (1967)
 KU0248
 KU0248                         *CURRENT SURVEY CONTROL
 KU0248  ___________________________________________________________________
 KU0248* NAD 83(1986)-  40 49 23.     (N)    072 52 47.     (W)     SCALED    
 KU0248* NAVD 88     -        23.74   (+/-2cm)      77.9    (feet)  VERTCON   
 KU0248  ___________________________________________________________________
 KU0248  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0248
 KU0248  VERT ORDER  -  THIRD (See Below)
 KU0248
 KU0248.The horizontal coordinates were scaled from a topographic map and have
 KU0248.an estimated accuracy of +/- 6 seconds.
 KU0248
 KU0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0248.The vertical order pertains to the NGVD 29 superseded value.
 KU0248
 KU0248.The geoid height was determined by GEOID03.
 KU0248
 KU0248;                    North         East    Units  Estimated Accuracy
 KU0248;SPC NY L     -    73,490.      394,500.      MT  (+/- 180 meters Scaled)
 KU0248
 KU0248                          SUPERSEDED SURVEY CONTROL
 KU0248
 KU0248  NGVD 29 (??/??/??)   24.05   (m)           78.9    (f) RESET       3  
 KU0248
 KU0248.Superseded values are not recommended for survey control.
 KU0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0248.See file dsdata.txt to determine how the superseded data were derived.
 KU0248
 KU0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL788212(NAD 83)
 KU0248_MARKER: DB = BENCH MARK DISK
 KU0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0248_STAMPING: A 331 RESET 1961
 KU0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0248+STABILITY: SURFACE MOTION
 KU0248
 KU0248  HISTORY     - Date     Condition        Report By
 KU0248  HISTORY     - 1961     MONUMENTED       CGS
 KU0248  HISTORY     - 19960425 MARK NOT FOUND   USPSQD
 KU0248
 KU0248                          STATION DESCRIPTION
 KU0248
 KU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KU0248'AT CAMP UPTON.
 KU0248'THIS MARK IS LOCATED 1.9 MILES NORTH ALONG UPTON BLVD FROM THE
 KU0248'TRAFFIC LIGHT ON MONTAUK HIGHWAY AND UPTON BLVD., 82 FEET WEST
 KU0248'OF THE CENTERLINE OF UPTON BLVD. AT THE INTERSECTION OF MASTIC
 KU0248'AIR STRIP ROAD, AND 40 FEET SOUTH OF THE CENTERLINE OF MASTIC
 KU0248'AIR STRIP ROAD, SET IN A WOODED AREA IN A CONCRETE POST 4 INCHES
 KU0248'ABOVE THE GROUND.
 KU0248
 KU0248                          STATION RECOVERY (1996)
 KU0248
 KU0248'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0477 ***********************************************************************
 KU0477  DESIGNATION -  A 332
 KU0477  PID         -  KU0477
 KU0477  STATE/COUNTY-  NY/SUFFOLK
 KU0477  USGS QUAD   -  SAINT JAMES (1979)
 KU0477
 KU0477                         *CURRENT SURVEY CONTROL
 KU0477  ___________________________________________________________________
 KU0477* NAD 83(1986)-  40 53 40.     (N)    073 08 38.     (W)     SCALED    
 KU0477* NAVD 88     -        46.446  (meters)     152.38   (feet)  ADJUSTED  
 KU0477  ___________________________________________________________________
 KU0477  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU0477  DYNAMIC HT  -          46.430 (meters)     152.33  (feet)  COMP
 KU0477  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 KU0477
 KU0477  VERT ORDER  -  SECOND    CLASS 0
 KU0477
 KU0477.The horizontal coordinates were scaled from a topographic map and have
 KU0477.an estimated accuracy of +/- 6 seconds.
 KU0477
 KU0477.The orthometric height was determined by differential leveling
 KU0477.and adjusted by the National Geodetic Survey in June 1991..
 KU0477
 KU0477.The geoid height was determined by GEOID03.
 KU0477
 KU0477.The dynamic height is computed by dividing the NAVD 88
 KU0477.geopotential number by the normal gravity value computed on the
 KU0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0477.degrees latitude (g = 980.6199 gals.).
 KU0477
 KU0477.The modeled gravity was interpolated from observed gravity values.
 KU0477
 KU0477;                    North         East    Units  Estimated Accuracy
 KU0477;SPC NY L     -    81,170.      372,140.      MT  (+/- 180 meters Scaled)
 KU0477
 KU0477                          SUPERSEDED SURVEY CONTROL
 KU0477
 KU0477  NGVD 29 (??/??/92)   46.77   (m)          153.4    (f) COMPUTED    2 0
 KU0477
 KU0477.Superseded values are not recommended for survey control.
 KU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0477.See file dsdata.txt to determine how the superseded data were derived.
 KU0477
 KU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL563286(NAD 83)
 KU0477_MARKER: DB = BENCH MARK DISK
 KU0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0477_SP_SET: FOUNDATION
 KU0477_STAMPING: A 332 1950
 KU0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0477
 KU0477  HISTORY     - Date     Condition        Report By
 KU0477  HISTORY     - 1950     MONUMENTED       CGS
 KU0477  HISTORY     - 20020130 MARK NOT FOUND   LOCSUR
 KU0477
 KU0477                          STATION DESCRIPTION
 KU0477
 KU0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0477'1.1 MI NE FROM ST JAMES.
 KU0477'ABOUT 1.1 MILES NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM
 KU0477'THE STATION AT ST. JAMES, AT FLOWERFIELD, SET IN THE TOP OF THE
 KU0477'CONCRETE FOUNDATION OF THE MOST SOUTHWESTERLY OF THE SHEDS,
 KU0477'AT THE SOUTH CORNER OF THE SHED, 123 FEET NORTHWEST OF THE
 KU0477'NORTHWEST RAIL, 6.6 FEET NORTHWEST OF THE CENTER LINE OF THE
 KU0477'GRAVEL ROAD BETWEEN THE SHEDS AND 0.6 FOOT ABOVE THE LEVEL OF
 KU0477'THE GROUND.
 KU0477
 KU0477                          STATION RECOVERY (2002)
 KU0477
 KU0477'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0478 ***********************************************************************
 KU0478  DESIGNATION -  A 332 RESET 1962
 KU0478  PID         -  KU0478
 KU0478  STATE/COUNTY-  NY/SUFFOLK
 KU0478  USGS QUAD   -  SAINT JAMES (1979)
 KU0478
 KU0478                         *CURRENT SURVEY CONTROL
 KU0478  ___________________________________________________________________
 KU0478* NAD 83(1986)-  40 53 40.     (N)    073 08 38.     (W)     SCALED    
 KU0478* NAVD 88     -        46.78   (+/-2cm)     153.5    (feet)  VERTCON   
 KU0478  ___________________________________________________________________
 KU0478  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU0478
 KU0478  VERT ORDER  -  THIRD (See Below)
 KU0478
 KU0478.The horizontal coordinates were scaled from a topographic map and have
 KU0478.an estimated accuracy of +/- 6 seconds.
 KU0478
 KU0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0478.The vertical order pertains to the NGVD 29 superseded value.
 KU0478
 KU0478.The geoid height was determined by GEOID03.
 KU0478
 KU0478;                    North         East    Units  Estimated Accuracy
 KU0478;SPC NY L     -    81,170.      372,140.      MT  (+/- 180 meters Scaled)
 KU0478
 KU0478                          SUPERSEDED SURVEY CONTROL
 KU0478
 KU0478  NGVD 29 (??/??/??)   47.10   (m)          154.5    (f) RESET       3  
 KU0478
 KU0478.Superseded values are not recommended for survey control.
 KU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0478.See file dsdata.txt to determine how the superseded data were derived.
 KU0478
 KU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL563286(NAD 83)
 KU0478_MARKER: DB = BENCH MARK DISK
 KU0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0478_STAMPING: A 332 RESET 1962
 KU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0478+STABILITY: SURFACE MOTION
 KU0478
 KU0478  HISTORY     - Date     Condition        Report By
 KU0478  HISTORY     - 1962     MONUMENTED       CGS
 KU0478  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0478  HISTORY     - 19961106 MARK NOT FOUND   USPSQD
 KU0478
 KU0478                          STATION DESCRIPTION
 KU0478
 KU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KU0478'1.1 MI NE FROM FLOWERFIELD.
 KU0478'1.1 MILES NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0478'STATION AT ST. JAMES, SUFFOLK COUNTY, AT FLOWERFIELD, ALSO CAN
 KU0478'BE REACHED FROM SMITHTOWN TRAFFIC LIGHT AT T INTERSECTION OF
 KU0478'STATE HIGHWAY 25 AND 25A, NORTH COUNTRY ROAD, GO NORTH ALONG
 KU0478'ROUTE 25A, 4.0 MILES TO A T INTERSECTION CALLED MILLS POND
 KU0478'ROAD.  GO RIGHT IN AN EASTERLY DIRECTION 0.3 MILE TO THE
 KU0478'GYRODYNE COMPANY GATE WHERE A GUARD WILL FURNISH A PASS AND
 KU0478'DIRECTIONS TO BUILDING NO. 9.  AT THE SOUTHEAST CORNER OF THIS
 KU0478'BUILDING NO. 9 GO EAST 22.8 FEET TO MARK, 12 FEET WEST OF THE
 KU0478'NORTHWEST RAIL OF THE LONG ISLAND RAILROAD, 3 FEET WEST OF A
 KU0478'CYCLONE FENCE AND 2 FEET EAST OF POWER POLE NO. 76, AND SET
 KU0478'IN A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 KU0478
 KU0478                          STATION RECOVERY (1986)
 KU0478
 KU0478'RECOVERY NOTE BY US POWER SQUADRON 1986 (JK)
 KU0478'MARK NOT FOUND.
 KU0478
 KU0478                          STATION RECOVERY (1996)
 KU0478
 KU0478'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0588 ***********************************************************************
 KU0588  DESIGNATION -  A 333
 KU0588  PID         -  KU0588
 KU0588  STATE/COUNTY-  NY/SUFFOLK
 KU0588  USGS QUAD   -  GREENLAWN (1979)
 KU0588
 KU0588                         *CURRENT SURVEY CONTROL
 KU0588  ___________________________________________________________________
 KU0588* NAD 83(1986)-  40 50 44.     (N)    073 16 10.     (W)     SCALED    
 KU0588* NAVD 88     -        43.414  (meters)     142.43   (feet)  ADJUSTED  
 KU0588  ___________________________________________________________________
 KU0588  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU0588  DYNAMIC HT  -          43.399 (meters)     142.38  (feet)  COMP
 KU0588  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 KU0588
 KU0588  VERT ORDER  -  SECOND    CLASS 0
 KU0588
 KU0588.The horizontal coordinates were scaled from a topographic map and have
 KU0588.an estimated accuracy of +/- 6 seconds.
 KU0588
 KU0588.The orthometric height was determined by differential leveling
 KU0588.and adjusted by the National Geodetic Survey in June 1991..
 KU0588
 KU0588.The geoid height was determined by GEOID03.
 KU0588
 KU0588.The dynamic height is computed by dividing the NAVD 88
 KU0588.geopotential number by the normal gravity value computed on the
 KU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0588.degrees latitude (g = 980.6199 gals.).
 KU0588
 KU0588.The modeled gravity was interpolated from observed gravity values.
 KU0588
 KU0588;                    North         East    Units  Estimated Accuracy
 KU0588;SPC NY L     -    75,650.      361,610.      MT  (+/- 180 meters Scaled)
 KU0588
 KU0588                          SUPERSEDED SURVEY CONTROL
 KU0588
 KU0588  NGVD 29 (??/??/92)   43.737  (m)          143.49   (f) ADJ UNCH    2 0
 KU0588
 KU0588.Superseded values are not recommended for survey control.
 KU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0588.See file dsdata.txt to determine how the superseded data were derived.
 KU0588
 KU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL458230(NAD 83)
 KU0588_MARKER: DB = BENCH MARK DISK
 KU0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0588_STAMPING: A 333 1950
 KU0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0588+STABILITY: SURFACE MOTION
 KU0588
 KU0588  HISTORY     - Date     Condition        Report By
 KU0588  HISTORY     - 1950     MONUMENTED       CGS
 KU0588
 KU0588                          STATION DESCRIPTION
 KU0588
 KU0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0588'1.2 MI E FROM COMMACK.
 KU0588'1.25 MILES EAST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION
 KU0588'OF COMMACK ROAD AT COMMACK, SUFFOLK COUNTY, 33.8 FEET NORTH
 KU0588'OF THE CENTERLINE OF THE HIGHWAY, 12.5 FEET WEST OF A 15-INCH
 KU0588'LOCUST TREE, 12 FEET NORTHWEST OF POWERLINE POLE LIL 1437,
 KU0588'AND 2.3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KU0588'DISK, STAMPED A 333 1950 AND SET IN THE TOP OF A CONCRETE POST
 KU0588'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0270 ***********************************************************************
 KU0270  DESIGNATION -  A 334
 KU0270  PID         -  KU0270
 KU0270  STATE/COUNTY-  NY/SUFFOLK
 KU0270  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0270
 KU0270                         *CURRENT SURVEY CONTROL
 KU0270  ___________________________________________________________________
 KU0270* NAD 83(1986)-  40 54 28.     (N)    072 56 31.     (W)     SCALED    
 KU0270* NAVD 88     -        30.826  (meters)     101.14   (feet)  ADJUSTED  
 KU0270  ___________________________________________________________________
 KU0270  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KU0270  DYNAMIC HT  -          30.814 (meters)     101.10  (feet)  COMP
 KU0270  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 KU0270
 KU0270  VERT ORDER  -  SECOND    CLASS 0
 KU0270
 KU0270.The horizontal coordinates were scaled from a topographic map and have
 KU0270.an estimated accuracy of +/- 6 seconds.
 KU0270
 KU0270.The orthometric height was determined by differential leveling
 KU0270.and adjusted by the National Geodetic Survey in June 1991..
 KU0270
 KU0270.The geoid height was determined by GEOID03.
 KU0270
 KU0270.The dynamic height is computed by dividing the NAVD 88
 KU0270.geopotential number by the normal gravity value computed on the
 KU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0270.degrees latitude (g = 980.6199 gals.).
 KU0270
 KU0270.The modeled gravity was interpolated from observed gravity values.
 KU0270
 KU0270;                    North         East    Units  Estimated Accuracy
 KU0270;SPC NY L     -    82,840.      389,140.      MT  (+/- 180 meters Scaled)
 KU0270
 KU0270                          SUPERSEDED SURVEY CONTROL
 KU0270
 KU0270  NGVD 29 (??/??/92)   31.132  (m)          102.14   (f) ADJ UNCH    2 0
 KU0270
 KU0270.Superseded values are not recommended for survey control.
 KU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0270.See file dsdata.txt to determine how the superseded data were derived.
 KU0270
 KU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL733305(NAD 83)
 KU0270_MARKER: DB = BENCH MARK DISK
 KU0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0270_STAMPING: A 334 1950
 KU0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0270+STABILITY: SURFACE MOTION
 KU0270
 KU0270  HISTORY     - Date     Condition        Report By
 KU0270  HISTORY     - 1950     MONUMENTED       CGS
 KU0270  HISTORY     - 1965     POOR             NGS
 KU0270
 KU0270                          STATION DESCRIPTION
 KU0270
 KU0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0270'1.8 MI N FROM MIDDLE ISLAND.
 KU0270'1.85 MILES NORTH ALONG THE YAPHANK-ROCKY POINT ROAD FROM THE
 KU0270'INTERSECTION OF THE YAPHANK-ROCKY POINT ROAD AND STATE HIGHWAY
 KU0270'NO. 25 AT MIDDLE ISLAND TO THE INTERSECTION OF WHISKEY ROAD,
 KU0270'IN THE NORTHWEST CORNER OF THE INTERSECTION, 30.6 FEET WEST OF THE
 KU0270'CENTER LINE OF THE YAPHANK-ROCKY POINT ROAD, 24.9 FEET
 KU0270'NORTH OF THE CENTER LINE OF WHISKEY ROAD, 37.4 FEET NORTHWEST
 KU0270'OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, 6.2 FEET
 KU0270'WEST OF A 14 INCH PINE TREE, 2.5 FEET EAST OF A WHITE WOODEN
 KU0270'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KU0270'GROUND.
 KU0270
 KU0270                          STATION RECOVERY (1965)
 KU0270
 KU0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0270'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0349 ***********************************************************************
 KU0349  DESIGNATION -  A 335
 KU0349  PID         -  KU0349
 KU0349  STATE/COUNTY-  NY/SUFFOLK
 KU0349  USGS QUAD   -  RIVERHEAD (1956)
 KU0349
 KU0349                         *CURRENT SURVEY CONTROL
 KU0349  ___________________________________________________________________
 KU0349* NAD 83(1986)-  40 58 05.     (N)    072 38 43.     (W)     SCALED    
 KU0349* NAVD 88     -        17.883  (meters)      58.67   (feet)  ADJUSTED  
 KU0349  ___________________________________________________________________
 KU0349  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU0349  DYNAMIC HT  -          17.877 (meters)      58.65  (feet)  COMP
 KU0349  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 KU0349
 KU0349  VERT ORDER  -  SECOND    CLASS 0
 KU0349
 KU0349.The horizontal coordinates were scaled from a topographic map and have
 KU0349.an estimated accuracy of +/- 6 seconds.
 KU0349
 KU0349.The orthometric height was determined by differential leveling
 KU0349.and adjusted by the National Geodetic Survey in June 1991..
 KU0349
 KU0349.The geoid height was determined by GEOID03.
 KU0349
 KU0349.The dynamic height is computed by dividing the NAVD 88
 KU0349.geopotential number by the normal gravity value computed on the
 KU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0349.degrees latitude (g = 980.6199 gals.).
 KU0349
 KU0349.The modeled gravity was interpolated from observed gravity values.
 KU0349
 KU0349;                    North         East    Units  Estimated Accuracy
 KU0349;SPC NY L     -    89,870.      414,030.      MT  (+/- 180 meters Scaled)
 KU0349
 KU0349                          SUPERSEDED SURVEY CONTROL
 KU0349
 KU0349  NGVD 29 (??/??/92)   18.174  (m)           59.63   (f) ADJ UNCH    2 0
 KU0349
 KU0349.Superseded values are not recommended for survey control.
 KU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0349.See file dsdata.txt to determine how the superseded data were derived.
 KU0349
 KU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL981378(NAD 83)
 KU0349_MARKER: DB = BENCH MARK DISK
 KU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0349_STAMPING: A 335 1950
 KU0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0349+STABILITY: SURFACE MOTION
 KU0349
 KU0349  HISTORY     - Date     Condition        Report By
 KU0349  HISTORY     - 1950     MONUMENTED       CGS
 KU0349  HISTORY     - 1987     GOOD             USPSQD
 KU0349  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 KU0349
 KU0349                          STATION DESCRIPTION
 KU0349
 KU0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0349'3.8 MI NW FROM RIVERHEAD.
 KU0349'3.8 MILES NORTHWEST ALONG ROANOKE AVENUE FROM RIVERHEAD HIGH
 KU0349'SCHOOL AT RIVERHEAD, SUFFOLK COUNTY, THENCE 3.05 MILES EAST ALONG
 KU0349'SOUND AVENUE, 0.3 MILE EAST OF THE JUNCTION OF NORTHVILLE TURNPIKE
 KU0349'LEADING SOUTHWEST, 19 FEET NORTH OF THE CENTERLINE OF THE AVENUE,
 KU0349'5 FEET WEST OF A 30-INCH MAPLE TREE, 2.5 FEET EAST OF POWERLINE
 KU0349'POLE NYT 424 S-J, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 KU0349'AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.  A STANDARD DISK,
 KU0349'STAMPED A 335 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0349'4 INCHES ABOVE GROUND.
 KU0349
 KU0349                          STATION RECOVERY (1987)
 KU0349
 KU0349'RECOVERY NOTE BY US POWER SQUADRON 1987 (JK)
 KU0349'RECOVERED IN GOOD CONDITION.
 KU0349
 KU0349                          STATION RECOVERY (1995)
 KU0349
 KU0349'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0281 ***********************************************************************
 LX0281  DESIGNATION -  A 336
 LX0281  PID         -  LX0281
 LX0281  STATE/COUNTY-  NY/SUFFOLK
 LX0281  USGS QUAD   -  GREENPORT (1956)
 LX0281
 LX0281                         *CURRENT SURVEY CONTROL
 LX0281  ___________________________________________________________________
 LX0281* NAD 83(1986)-  41 00 42.     (N)    072 18 27.     (W)     SCALED    
 LX0281* NAVD 88     -         3.707  (meters)      12.16   (feet)  ADJUSTED  
 LX0281  ___________________________________________________________________
 LX0281  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LX0281  DYNAMIC HT  -           3.706 (meters)      12.16  (feet)  COMP
 LX0281  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 LX0281
 LX0281  VERT ORDER  -  SECOND    CLASS 0
 LX0281
 LX0281.The horizontal coordinates were scaled from a topographic map and have
 LX0281.an estimated accuracy of +/- 6 seconds.
 LX0281
 LX0281.The orthometric height was determined by differential leveling
 LX0281.and adjusted by the National Geodetic Survey in June 1991..
 LX0281
 LX0281.The geoid height was determined by GEOID03.
 LX0281
 LX0281.The dynamic height is computed by dividing the NAVD 88
 LX0281.geopotential number by the normal gravity value computed on the
 LX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0281.degrees latitude (g = 980.6199 gals.).
 LX0281
 LX0281.The modeled gravity was interpolated from observed gravity values.
 LX0281
 LX0281;                    North         East    Units  Estimated Accuracy
 LX0281;SPC NY L     -    95,210.      442,370.      MT  (+/- 180 meters Scaled)
 LX0281
 LX0281                          SUPERSEDED SURVEY CONTROL
 LX0281
 LX0281  NGVD 29 (??/??/92)    3.990  (m)           13.09   (f) ADJ UNCH    2 0
 LX0281
 LX0281.Superseded values are not recommended for survey control.
 LX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0281.See file dsdata.txt to determine how the superseded data were derived.
 LX0281
 LX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL264435(NAD 83)
 LX0281_MARKER: DB = BENCH MARK DISK
 LX0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0281_STAMPING: A 336 1950
 LX0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0281+STABILITY: SURFACE MOTION
 LX0281
 LX0281  HISTORY     - Date     Condition        Report By
 LX0281  HISTORY     - 1950     MONUMENTED       CGS
 LX0281  HISTORY     - 1980     GOOD             NGS
 LX0281  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 LX0281  HISTORY     - 20040101 MARK NOT FOUND   USPSQD
 LX0281
 LX0281                          STATION DESCRIPTION
 LX0281
 LX0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LX0281'1 MI NW FROM SAG HARBOR.
 LX0281'0.95 MILE NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE POST
 LX0281'OFFICE AT SAG HARBOR, ON THE NORTHEAST SIDE OF THE ROAD AT A
 LX0281'CURVE FROM THE SOUTHEAST TO THE NORTH, 18.1 FEET NORTHEAST OF
 LX0281'THE CENTER LINE OF THE ROAD, 13.3 FEET NORTHWEST OF TELEPHONE
 LX0281'POLE NYT 104, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST AND
 LX0281'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LX0281'CONCRETE POST FLUSH WITH THE GROUND.
 LX0281
 LX0281                          STATION RECOVERY (1980)
 LX0281
 LX0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LX0281'THIS MARK IS TO BE DESTROYED BY HIGHWAY CONSTRUCTION IN THE SPRING
 LX0281'1980, THUS A MARK A 336 RESET WAS ESTABLISHED ABOUT 100 METERS TO THE
 LX0281'SOUTH OF THIS MARK.
 LX0281
 LX0281                          STATION RECOVERY (2001)
 LX0281
 LX0281'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 LX0281'MARK NOT FOUND.
 LX0281
 LX0281                          STATION RECOVERY (2004)
 LX0281
 LX0281'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 LX0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1797 ***********************************************************************
 LX1797  DESIGNATION -  A 336 RESET
 LX1797  PID         -  LX1797
 LX1797  STATE/COUNTY-  NY/SUFFOLK
 LX1797  USGS QUAD   -  GREENPORT (1956)
 LX1797
 LX1797                         *CURRENT SURVEY CONTROL
 LX1797  ___________________________________________________________________
 LX1797* NAD 83(1986)-  41 00 42.     (N)    072 18 27.     (W)     SCALED    
 LX1797* NAVD 88     -         3.69   (+/-2cm)      12.1    (feet)  VERTCON   
 LX1797  ___________________________________________________________________
 LX1797  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LX1797
 LX1797  VERT ORDER  -  THIRD (See Below)
 LX1797
 LX1797.The horizontal coordinates were scaled from a topographic map and have
 LX1797.an estimated accuracy of +/- 6 seconds.
 LX1797
 LX1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX1797.The vertical order pertains to the NGVD 29 superseded value.
 LX1797
 LX1797.The geoid height was determined by GEOID03.
 LX1797
 LX1797;                    North         East    Units  Estimated Accuracy
 LX1797;SPC NY L     -    95,210.      442,370.      MT  (+/- 180 meters Scaled)
 LX1797
 LX1797                          SUPERSEDED SURVEY CONTROL
 LX1797
 LX1797  NGVD 29 (09/01/04)    3.98   (m)           13.1    (f) RESET       3  
 LX1797
 LX1797.Superseded values are not recommended for survey control.
 LX1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1797.See file dsdata.txt to determine how the superseded data were derived.
 LX1797
 LX1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL264435(NAD 83)
 LX1797_MARKER: DB = BENCH MARK DISK
 LX1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1797_STAMPING: A 336 RESET 1980
 LX1797_PROJECTION: FLUSH
 LX1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1797+STABILITY: SURFACE MOTION
 LX1797
 LX1797  HISTORY     - Date     Condition        Report By
 LX1797  HISTORY     - 1980     MONUMENTED       NGS
 LX1797  HISTORY     - 20010730 GOOD             USPSQD
 LX1797  HISTORY     - 20040101 GOOD             USPSQD
 LX1797
 LX1797                          STATION DESCRIPTION
 LX1797
 LX1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LX1797'0.9 MI NW FROM SAG HARBOR.
 LX1797'FROM THE FLAG POLE IN SAG HARBOR GO NORTH ON STATE HIGHWAY 114 FOR
 LX1797'0.9 MILE TO THE MARK ON THE LEFT, 220 FEET NORTHWEST OF A PRIVATE
 LX1797'DRIVE, 42.5 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, 25 FEET WEST
 LX1797'OF THE CENTER OF HIGHWAY 114, 8 FEET NORTHEAST OF A 8-INCH CEDAR
 LX1797'TREE.  NOTE  THE CENTER OF THE HIGHWAY WILL CHANGE WHEN THE ROAD IS
 LX1797'WIDENED.
 LX1797'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 LX1797
 LX1797                          STATION RECOVERY (2001)
 LX1797
 LX1797'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 LX1797'RECOVERED IN GOOD CONDITION.
 LX1797
 LX1797                          STATION RECOVERY (2004)
 LX1797
 LX1797'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 LX1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0423 ***********************************************************************
 KU0423  DESIGNATION -  A 337
 KU0423  PID         -  KU0423
 KU0423  STATE/COUNTY-  NY/SUFFOLK
 KU0423  USGS QUAD   -  RIVERHEAD (1956)
 KU0423
 KU0423                         *CURRENT SURVEY CONTROL
 KU0423  ___________________________________________________________________
 KU0423* NAD 83(1986)-  40 55 50.     (N)    072 42 07.     (W)     SCALED    
 KU0423* NAVD 88     -        13.017  (meters)      42.71   (feet)  ADJUSTED  
 KU0423  ___________________________________________________________________
 KU0423  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU0423  DYNAMIC HT  -          13.012 (meters)      42.69  (feet)  COMP
 KU0423  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 KU0423
 KU0423  VERT ORDER  -  SECOND    CLASS 0
 KU0423
 KU0423.The horizontal coordinates were scaled from a topographic map and have
 KU0423.an estimated accuracy of +/- 6 seconds.
 KU0423
 KU0423.The orthometric height was determined by differential leveling
 KU0423.and adjusted by the National Geodetic Survey in June 1991..
 KU0423
 KU0423.The geoid height was determined by GEOID03.
 KU0423
 KU0423.The dynamic height is computed by dividing the NAVD 88
 KU0423.geopotential number by the normal gravity value computed on the
 KU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0423.degrees latitude (g = 980.6199 gals.).
 KU0423
 KU0423.The modeled gravity was interpolated from observed gravity values.
 KU0423
 KU0423;                    North         East    Units  Estimated Accuracy
 KU0423;SPC NY L     -    85,640.      409,320.      MT  (+/- 180 meters Scaled)
 KU0423
 KU0423                          SUPERSEDED SURVEY CONTROL
 KU0423
 KU0423  NGVD 29 (??/??/92)   13.31   (m)           43.7    (f) COMPUTED    2 0
 KU0423
 KU0423.Superseded values are not recommended for survey control.
 KU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0423.See file dsdata.txt to determine how the superseded data were derived.
 KU0423
 KU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL934335(NAD 83)
 KU0423_MARKER: DB = BENCH MARK DISK
 KU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0423_STAMPING: A 337 1950
 KU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0423+STABILITY: SURFACE MOTION
 KU0423
 KU0423  HISTORY     - Date     Condition        Report By
 KU0423  HISTORY     - 1950     MONUMENTED       CGS
 KU0423  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU0423
 KU0423                          STATION DESCRIPTION
 KU0423
 KU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0423'1.6 MI W FROM RIVERHEAD.
 KU0423'1.6 MILES WEST ALONG STATE HIGHWAY 25 FROM THE INTERSECTION OF
 KU0423'MAIN STREET AND PECONIC AVENUE AT RIVERHEAD, SUFFOLK COUNTY,
 KU0423'THENCE 1.2 MILES NORTHWEST ALONG MILL ROAD, 0.2 MILE SOUTHEAST
 KU0423'OF THE INTERSECTION OF MIDDLE ROAD, 140 FEET (PACED) NORTHWEST
 KU0423'OF THE NORTHWEST CORNER OF A SMALL PASTURE ON THE EAST SIDE OF
 KU0423'THE ROAD, 18.6 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 KU0423'SOUTH OF TELEPHONE POLE NYT 1440, 2 FEET NORTHWEST OF A WHITE
 KU0423'WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KU0423'ROAD.  A STANDARD DISK, STAMPED A 337 1950 AND SET IN THE TOP
 KU0423'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KU0423
 KU0423                          STATION RECOVERY (1989)
 KU0423
 KU0423'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0898 ***********************************************************************
 KU0898  DESIGNATION -  A 338
 KU0898  PID         -  KU0898
 KU0898  STATE/COUNTY-  NY/NEW YORK
 KU0898  USGS QUAD   -  CENTRAL PARK (1979)
 KU0898
 KU0898                         *CURRENT SURVEY CONTROL
 KU0898  ___________________________________________________________________
 KU0898* NAD 83(1986)-  40 50 22.     (N)    073 56 50.     (W)     SCALED    
 KU0898* NAVD 88     -         3.456  (meters)      11.34   (feet)  ADJUSTED  
 KU0898  ___________________________________________________________________
 KU0898  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU0898  DYNAMIC HT  -           3.455 (meters)      11.34  (feet)  COMP
 KU0898  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 KU0898
 KU0898  VERT ORDER  -  FIRST     CLASS I
 KU0898
 KU0898.The horizontal coordinates were scaled from a topographic map and have
 KU0898.an estimated accuracy of +/- 6 seconds.
 KU0898
 KU0898.The orthometric height was determined by differential leveling
 KU0898.and adjusted by the National Geodetic Survey in June 1991..
 KU0898.WARNING-Repeat measurements at this control monument indicate possible
 KU0898.vertical movement.
 KU0898
 KU0898.The geoid height was determined by GEOID03.
 KU0898
 KU0898.The dynamic height is computed by dividing the NAVD 88
 KU0898.geopotential number by the normal gravity value computed on the
 KU0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0898.degrees latitude (g = 980.6199 gals.).
 KU0898
 KU0898.The modeled gravity was interpolated from observed gravity values.
 KU0898
 KU0898;                    North         East    Units  Estimated Accuracy
 KU0898;SPC NY E     -   222,870.      196,620.      MT  (+/- 180 meters Scaled)
 KU0898
 KU0898                          SUPERSEDED SURVEY CONTROL
 KU0898
 KU0898  NGVD 29 (??/??/92)    3.785  (m)           12.42   (f) ADJ UNCH    1 1
 KU0898
 KU0898.Superseded values are not recommended for survey control.
 KU0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0898.See file dsdata.txt to determine how the superseded data were derived.
 KU0898
 KU0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL887214(NAD 83)
 KU0898_MARKER: DB = BENCH MARK DISK
 KU0898_SETTING: 0 = UNSPECIFIED SETTING
 KU0898_STAMPING: A 338 1952
 KU0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0898+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 KU0898
 KU0898  HISTORY     - Date     Condition        Report By
 KU0898  HISTORY     - 1952     MONUMENTED       CGS
 KU0898  HISTORY     - 1965     GOOD             NGS
 KU0898  HISTORY     - 20060207 GOOD             GEOCAC
 KU0898
 KU0898                          STATION DESCRIPTION
 KU0898
 KU0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU0898'AT NEW YORK.
 KU0898'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, ABOUT 0.7 MILE SOUTH
 KU0898'ALONG THE NEW YORK CENTRAL RAILROAD FROM ITS UNDERPASS UNDER
 KU0898'THE GEORGE WASHINGTON BRIDGE, ABOUT 160 YARDS NORTH OF THE NORTH
 KU0898'END OF A CURVED OVERHEAD STRUCTURE OF THE HENRY HUDSON PARKWAY
 KU0898'OVER TRACKS, 19 YARDS SOUTH OF SIGNAL NO. 811, 23 FEET EAST OF THE
 KU0898'EAST RAIL, 1.7 FEET SOUTH OF THE NORTH END OF THE CONCRETE
 KU0898'RETAINING WALL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 KU0898
 KU0898                          STATION RECOVERY (2006)
 KU0898
 KU0898'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0898'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT AS FOLLOWS.  SIGNAL
 KU0898'NO. 811 NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1434 ***********************************************************************
 KU1434  DESIGNATION -  A 339
 KU1434  PID         -  KU1434
 KU1434  STATE/COUNTY-  NY/NEW YORK
 KU1434  USGS QUAD   -  CENTRAL PARK (1979)
 KU1434
 KU1434                         *CURRENT SURVEY CONTROL
 KU1434  ___________________________________________________________________
 KU1434* NAD 83(1986)-  40 47 17.     (N)    073 58 34.     (W)     SCALED    
 KU1434* NAVD 88     -        23.938  (meters)      78.54   (feet)  ADJUSTED  
 KU1434  ___________________________________________________________________
 KU1434  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU1434  DYNAMIC HT  -          23.929 (meters)      78.51  (feet)  COMP
 KU1434  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 KU1434
 KU1434  VERT ORDER  -  FIRST     CLASS II
 KU1434
 KU1434.The horizontal coordinates were scaled from a topographic map and have
 KU1434.an estimated accuracy of +/- 6 seconds.
 KU1434
 KU1434.The orthometric height was determined by differential leveling
 KU1434.and adjusted by the National Geodetic Survey in June 1991..
 KU1434
 KU1434.The geoid height was determined by GEOID03.
 KU1434
 KU1434.The dynamic height is computed by dividing the NAVD 88
 KU1434.geopotential number by the normal gravity value computed on the
 KU1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1434.degrees latitude (g = 980.6199 gals.).
 KU1434
 KU1434.The modeled gravity was interpolated from observed gravity values.
 KU1434
 KU1434;                    North         East    Units  Estimated Accuracy
 KU1434;SPC NY E     -   217,150.      194,210.      MT  (+/- 180 meters Scaled)
 KU1434
 KU1434                          SUPERSEDED SURVEY CONTROL
 KU1434
 KU1434  NGVD 29 (??/??/92)   24.265  (m)           79.61   (f) ADJ UNCH    1 2
 KU1434
 KU1434.Superseded values are not recommended for survey control.
 KU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1434.See file dsdata.txt to determine how the superseded data were derived.
 KU1434
 KU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL863157(NAD 83)
 KU1434_MARKER: DB = BENCH MARK DISK
 KU1434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1434_SP_SET: GRANITE STONE
 KU1434_STAMPING: A 339 1952
 KU1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1434
 KU1434  HISTORY     - Date     Condition        Report By
 KU1434  HISTORY     - 1952     MONUMENTED       CGS
 KU1434  HISTORY     - 20050928 MARK NOT FOUND   GEOCAC
 KU1434
 KU1434                          STATION DESCRIPTION
 KU1434
 KU1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1434'IN NEW YORK.
 KU1434'IN NEW YORK, IN BOROUGH OF MANHATTAN, AT THE INTERSECTION OF
 KU1434'BROADWAY AND WEST 86TH STREET, 100 FEET SOUTHWEST OF SOUTHWEST
 KU1434'CURB OF WEST 86TH STREET, 21 1/2 FEET SOUTHEAST OF SOUTHEAST
 KU1434'CURB OF BROADWAY, IN THE TOP OF A GRANITE STONE AT THE BOTTOM OF
 KU1434'A NARROW SPACE BETWEEN THE NORTHWEST WALL OF BRETTON HALL HOTEL
 KU1434'AND THE NORTHEAST ONE OF FOUR PILLARS SUPPORTING ORNAMENTAL VASES,
 KU1434'21 FEET NORTHEAST OF CENTER OF MAIN NORTHWEST ENTRANCE TO HOTEL,
 KU1434'80 FEET SOUTHWEST OF NORTH CORNER OF BUILDING AND ABOUT 1 1/2
 KU1434'FEET ABOVE SIDE WALK.
 KU1434
 KU1434                          STATION RECOVERY (2005)
 KU1434
 KU1434'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1434'MARK NOT FOUND, PRESUMED DESTROYED.
 KU1434'THE FRONT OF THE BUILDING ALONG BROADWAY HAS BEEN MODERNIZED AND THERE
 KU1434'ARE NO PILLARS SUPPORTING ORNAMENTAL VASES PRESENT. THERE ARE NO
 KU1434'GRANITE STONES ANYWHERE ALONG THE NORTHWEST WALL OF THE BUILDING AND
 KU1434'THE SIDEWALK HAS BEEN RESURFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0964 ***********************************************************************
 OE0964  DESIGNATION -  A 34
 OE0964  PID         -  OE0964
 OE0964  STATE/COUNTY-  NY/ONEIDA
 OE0964  USGS QUAD   -  VERONA (1955)
 OE0964
 OE0964                         *CURRENT SURVEY CONTROL
 OE0964  ___________________________________________________________________
 OE0964* NAD 83(1986)-  43 09 29.     (N)    075 33 41.     (W)     SCALED    
 OE0964* NAVD 88     -       146.132  (meters)     479.43   (feet)  ADJUSTED  
 OE0964  ___________________________________________________________________
 OE0964  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 OE0964  DYNAMIC HT  -         146.096 (meters)     479.32  (feet)  COMP
 OE0964  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 OE0964
 OE0964  VERT ORDER  -  FIRST     CLASS II
 OE0964
 OE0964.The horizontal coordinates were scaled from a topographic map and have
 OE0964.an estimated accuracy of +/- 6 seconds.
 OE0964
 OE0964.The orthometric height was determined by differential leveling
 OE0964.and adjusted by the National Geodetic Survey in June 1991..
 OE0964
 OE0964.The geoid height was determined by GEOID03.
 OE0964
 OE0964.The dynamic height is computed by dividing the NAVD 88
 OE0964.geopotential number by the normal gravity value computed on the
 OE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0964.degrees latitude (g = 980.6199 gals.).
 OE0964
 OE0964.The modeled gravity was interpolated from observed gravity values.
 OE0964
 OE0964;                    North         East    Units  Estimated Accuracy
 OE0964;SPC NY C     -   351,240.      333,110.      MT  (+/- 180 meters Scaled)
 OE0964
 OE0964                          SUPERSEDED SURVEY CONTROL
 OE0964
 OE0964  NGVD 29 (??/??/92)  146.300  (m)          479.99   (f) ADJ UNCH    1 2
 OE0964
 OE0964.Superseded values are not recommended for survey control.
 OE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0964.See file dsdata.txt to determine how the superseded data were derived.
 OE0964
 OE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN543785(NAD 83)
 OE0964_MARKER: DB = BENCH MARK DISK
 OE0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0964_SP_SET: CONCRETE FOOTING
 OE0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0964
 OE0964  HISTORY     - Date     Condition        Report By
 OE0964  HISTORY     - UNK      MONUMENTED       CGS
 OE0964  HISTORY     - 1931     GOOD             NGS
 OE0964  HISTORY     - 1974     GOOD             NGS
 OE0964
 OE0964                          STATION DESCRIPTION
 OE0964
 OE0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0964'2.1 MI E FROM VERONA.
 OE0964'ON RIGHT OF WAY OF NEW YORK CENTRAL RAILROAD.  AT SIGNAL BRIDGE AT
 OE0964'TELEGRAPH POLE NO. 258-12.  ON SOUTHEAST CONCRETE FOOTING.
 OE0964
 OE0964                          STATION RECOVERY (1974)
 OE0964
 OE0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OE0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0984 ***********************************************************************
 KU0984  DESIGNATION -  A 340 USLHS
 KU0984  PID         -  KU0984
 KU0984  STATE/COUNTY-  NY/BRONX
 KU0984  USGS QUAD   -  FLUSHING (1979)
 KU0984
 KU0984                         *CURRENT SURVEY CONTROL
 KU0984  ___________________________________________________________________
 KU0984* NAD 83(1986)-  40 48 17.     (N)    073 47 27.     (W)     SCALED    
 KU0984* NAVD 88     -         4.625  (meters)      15.17   (feet)  ADJUSTED  
 KU0984  ___________________________________________________________________
 KU0984  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0984  DYNAMIC HT  -           4.624 (meters)      15.17  (feet)  COMP
 KU0984  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 KU0984
 KU0984  VERT ORDER  -  FIRST     CLASS II
 KU0984
 KU0984.The horizontal coordinates were scaled from a topographic map and have
 KU0984.an estimated accuracy of +/- 6 seconds.
 KU0984
 KU0984.The orthometric height was determined by differential leveling
 KU0984.and adjusted by the National Geodetic Survey in June 1991..
 KU0984
 KU0984.The geoid height was determined by GEOID03.
 KU0984
 KU0984.The dynamic height is computed by dividing the NAVD 88
 KU0984.geopotential number by the normal gravity value computed on the
 KU0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0984.degrees latitude (g = 980.6199 gals.).
 KU0984
 KU0984.The modeled gravity was interpolated from observed gravity values.
 KU0984
 KU0984;                    North         East    Units  Estimated Accuracy
 KU0984;SPC NY E     -   219,110.      209,840.      MT  (+/- 180 meters Scaled)
 KU0984
 KU0984                          SUPERSEDED SURVEY CONTROL
 KU0984
 KU0984  NGVD 29 (??/??/92)    4.952  (m)           16.25   (f) ADJ UNCH    1 2
 KU0984
 KU0984.Superseded values are not recommended for survey control.
 KU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0984.See file dsdata.txt to determine how the superseded data were derived.
 KU0984
 KU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL019177(NAD 83)
 KU0984_MARKER: DD = SURVEY DISK
 KU0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0984_STAMPING: A 340 1952
 KU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0984+STABILITY: SURFACE MOTION
 KU0984
 KU0984  HISTORY     - Date     Condition        Report By
 KU0984  HISTORY     - 1952     MONUMENTED       USLHS
 KU0984  HISTORY     - 1952     GOOD             NGS
 KU0984  HISTORY     - 1983     GOOD             NY-005
 KU0984  HISTORY     - 1990     GOOD             USPSQD
 KU0984  HISTORY     - 20060426 POOR             GEOCAC
 KU0984
 KU0984                          STATION DESCRIPTION
 KU0984
 KU0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0984'AT NEW YORK.
 KU0984'AT NEW YORK, IN BOROUGH OF BRONX, AT FORT SCHUYLER, 106 FEET
 KU0984'NORTHWEST AND ACROSS CONCRETE DRIVE FROM CENTER OF THROGS NECK
 KU0984'LIGHT TOWER, 13.3 FEET NORTHWEST OF NORTHWEST CURB OF CONCRETE
 KU0984'DRIVE, 72 FEET WEST AND ACROSS DRIVE FROM WEST CORNER OF LIGHT
 KU0984'KEEPERS HOUSE, 54 1/2 FEET SOUTHEAST OF STONE MASONRY WALL OF
 KU0984'FORT SCHUYLER (NOW MARITIME COLLEGE), ABOUT 2 FEET ABOVE CONCRETE
 KU0984'DRIVE AND SET IN THE TOP OF A CONCRETE POST.
 KU0984
 KU0984                          STATION RECOVERY (1983)
 KU0984
 KU0984'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0984'RECOVERED IN GOOD CONDITION.
 KU0984
 KU0984                          STATION RECOVERY (1990)
 KU0984
 KU0984'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 KU0984'RECOVERED IN GOOD CONDITION.
 KU0984
 KU0984                          STATION RECOVERY (2006)
 KU0984
 KU0984'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0984'THE MARK WAS RECOVERED BUT THE CONCRETE POST HOLDING THE MARK WAS OUT
 KU0984'OF PLUMB, SO THE MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1125 ***********************************************************************
 KU1125  DESIGNATION -  A 341
 KU1125  PID         -  KU1125
 KU1125  STATE/COUNTY-  NY/QUEENS
 KU1125  USGS QUAD   -  FLUSHING (1979)
 KU1125
 KU1125                         *CURRENT SURVEY CONTROL
 KU1125  ___________________________________________________________________
 KU1125* NAD 83(1986)-  40 45 52.     (N)    073 45 30.     (W)     SCALED    
 KU1125* NAVD 88     -         4.257  (meters)      13.97   (feet)  ADJUSTED  
 KU1125  ___________________________________________________________________
 KU1125  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU1125  DYNAMIC HT  -           4.256 (meters)      13.96  (feet)  COMP
 KU1125  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 KU1125
 KU1125  VERT ORDER  -  FIRST     CLASS II
 KU1125
 KU1125.The horizontal coordinates were scaled from a topographic map and have
 KU1125.an estimated accuracy of +/- 6 seconds.
 KU1125
 KU1125.The orthometric height was determined by differential leveling
 KU1125.and adjusted by the National Geodetic Survey in June 1991..
 KU1125
 KU1125.The geoid height was determined by GEOID03.
 KU1125
 KU1125.The dynamic height is computed by dividing the NAVD 88
 KU1125.geopotential number by the normal gravity value computed on the
 KU1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1125.degrees latitude (g = 980.6199 gals.).
 KU1125
 KU1125.The modeled gravity was interpolated from observed gravity values.
 KU1125
 KU1125;                    North         East    Units  Estimated Accuracy
 KU1125;SPC NY L     -    66,410.      320,410.      MT  (+/- 180 meters Scaled)
 KU1125
 KU1125                          SUPERSEDED SURVEY CONTROL
 KU1125
 KU1125  NGVD 29 (??/??/92)    4.587  (m)           15.05   (f) ADJ UNCH    1 2
 KU1125
 KU1125.Superseded values are not recommended for survey control.
 KU1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1125.See file dsdata.txt to determine how the superseded data were derived.
 KU1125
 KU1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL047133(NAD 83)
 KU1125_MARKER: DB = BENCH MARK DISK
 KU1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1125_SP_SET: ABUTMENT
 KU1125_STAMPING: A 341 1952
 KU1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1125+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KU1125
 KU1125  HISTORY     - Date     Condition        Report By
 KU1125  HISTORY     - 1952     MONUMENTED       CGS
 KU1125  HISTORY     - 1973     GOOD             NGS
 KU1125  HISTORY     - 1990     GOOD             USPSQD
 KU1125  HISTORY     - 20050616 GOOD             GEOCAC
 KU1125  HISTORY     - 20060505 GOOD             GEOCAC
 KU1125
 KU1125                          STATION DESCRIPTION
 KU1125
 KU1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1125'AT NEW YORK.
 KU1125'AT NEW YORK, IN BOROUGH OF QUEENS, AT THE OVERPASS OF LONG
 KU1125'ISLAND RAILROAD (NORTHSIDE DIVISION) OVER CROSS ISLAND PARKWAY,
 KU1125'SET VERTICALLY IN THE WEST FACE OF EAST ABUTMENT OF RAILROAD
 KU1125'OVERPASS, 14 FEET EAST OF EAST CURB OF EAST LANE OF PARKWAY,
 KU1125'10 FEET NORTH OF CENTER OF ABUTMENT AND ABOUT 3 FEET ABOVE
 KU1125'LEVEL OF PARKWAY.
 KU1125
 KU1125                          STATION RECOVERY (1973)
 KU1125
 KU1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KU1125'RECOVERED IN GOOD CONDITION.
 KU1125
 KU1125                          STATION RECOVERY (1990)
 KU1125
 KU1125'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 KU1125'RECOVERED IN GOOD CONDITION.
 KU1125
 KU1125                          STATION RECOVERY (2005)
 KU1125
 KU1125'RECOVERY NOTE BY GEOCACHING 2005 (CAG)
 KU1125'HAND HELD CO-ORDINATES 40 45 52.9 N 073 45 30.6 W
 KU1125' 
 KU1125'RAILROAD BRANCH IS NOW KNOWN AS LONG ISLAND RAIL ROAD PORT WASHINGTON
 KU1125'BRANCH
 KU1125
 KU1125                          STATION RECOVERY (2006)
 KU1125
 KU1125'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1125'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0693 ***********************************************************************
 KV0693  DESIGNATION -  A 342
 KV0693  PID         -  KV0693
 KV0693  STATE/COUNTY-  NY/KINGS
 KV0693  USGS QUAD   -  THE NARROWS (1981)
 KV0693
 KV0693                         *CURRENT SURVEY CONTROL
 KV0693  ___________________________________________________________________
 KV0693* NAD 83(1986)-  40 34 37.     (N)    074 00 02.     (W)     SCALED    
 KV0693* NAVD 88     -         2.585  (meters)       8.48   (feet)  ADJUSTED  
 KV0693  ___________________________________________________________________
 KV0693  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV0693  DYNAMIC HT  -           2.584 (meters)       8.48  (feet)  COMP
 KV0693  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 KV0693
 KV0693  VERT ORDER  -  FIRST     CLASS II
 KV0693
 KV0693.The horizontal coordinates were scaled from a topographic map and have
 KV0693.an estimated accuracy of +/- 6 seconds.
 KV0693
 KV0693.The orthometric height was determined by differential leveling
 KV0693.and adjusted by the National Geodetic Survey in June 1991..
 KV0693
 KV0693.The geoid height was determined by GEOID03.
 KV0693
 KV0693.The dynamic height is computed by dividing the NAVD 88
 KV0693.geopotential number by the normal gravity value computed on the
 KV0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0693.degrees latitude (g = 980.6199 gals.).
 KV0693
 KV0693.The modeled gravity was interpolated from observed gravity values.
 KV0693
 KV0693;                    North         East    Units  Estimated Accuracy
 KV0693;SPC NY L     -    45,560.      299,950.      MT  (+/- 180 meters Scaled)
 KV0693
 KV0693                          SUPERSEDED SURVEY CONTROL
 KV0693
 KV0693  NGVD 29 (??/??/??)    2.926  (m)            9.60   (f) ADJUSTED    1 2
 KV0693
 KV0693.Superseded values are not recommended for survey control.
 KV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0693.See file dsdata.txt to determine how the superseded data were derived.
 KV0693
 KV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK845922(NAD 83)
 KV0693_MARKER: DB = BENCH MARK DISK
 KV0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0693_SP_SET: BUILDING WALL
 KV0693_STAMPING: A 342 1952
 KV0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0693+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 KV0693
 KV0693  HISTORY     - Date     Condition        Report By
 KV0693  HISTORY     - 1952     MONUMENTED       CGS
 KV0693  HISTORY     - 20060616 GOOD             GEOCAC
 KV0693
 KV0693                          STATION DESCRIPTION
 KV0693
 KV0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0693'AT NEW YORK.
 KV0693'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE JUNCTION OF
 KV0693'NEPTUNE AVENUE AND WEST 33RD STREET, AT CONEY ISLAND, SET
 KV0693'VERTICALLY IN THE NORTH FACE OF PUBLIC SCHOOL NO. 188, 1.3
 KV0693'FEET EAST OF EAST EDGE OF FIRST WINDOW EAST OF MAIN NORTH
 KV0693'ENTRANCE AND ABOUT 3 FEET ABOVE SIDE WALK.
 KV0693
 KV0693                          STATION RECOVERY (2006)
 KV0693
 KV0693'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0693'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0345 ***********************************************************************
 KV0345  DESIGNATION -  A 343
 KV0345  PID         -  KV0345
 KV0345  STATE/COUNTY-  NY/RICHMOND
 KV0345  USGS QUAD   -  ARTHUR KILL (1981)
 KV0345
 KV0345                         *CURRENT SURVEY CONTROL
 KV0345  ___________________________________________________________________
 KV0345* NAD 83(1986)-  40 31 31.     (N)    074 14 22.     (W)     SCALED    
 KV0345* NAVD 88     -        11.106  (meters)      36.44   (feet)  ADJUSTED  
 KV0345  ___________________________________________________________________
 KV0345  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0345  DYNAMIC HT  -          11.102 (meters)      36.42  (feet)  COMP
 KV0345  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0345
 KV0345  VERT ORDER  -  FIRST     CLASS II
 KV0345
 KV0345.The horizontal coordinates were scaled from a topographic map and have
 KV0345.an estimated accuracy of +/- 6 seconds.
 KV0345
 KV0345.The orthometric height was determined by differential leveling
 KV0345.and adjusted by the National Geodetic Survey in June 1991..
 KV0345
 KV0345.The geoid height was determined by GEOID03.
 KV0345
 KV0345.The dynamic height is computed by dividing the NAVD 88
 KV0345.geopotential number by the normal gravity value computed on the
 KV0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0345.degrees latitude (g = 980.6199 gals.).
 KV0345
 KV0345.The modeled gravity was interpolated from observed gravity values.
 KV0345
 KV0345;                    North         East    Units  Estimated Accuracy
 KV0345;SPC NY L     -    39,850.      279,710.      MT  (+/- 180 meters Scaled)
 KV0345
 KV0345                          SUPERSEDED SURVEY CONTROL
 KV0345
 KV0345  NGVD 29 (04/16/92)   11.421  (m)           37.47   (f) ADJUSTED    1 2
 KV0345
 KV0345.Superseded values are not recommended for survey control.
 KV0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0345.See file dsdata.txt to determine how the superseded data were derived.
 KV0345
 KV0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK644863(NAD 83)
 KV0345_MARKER: DB = BENCH MARK DISK
 KV0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0345_SP_SET: PIER
 KV0345_STAMPING: A 343 1952
 KV0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0345+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 KV0345
 KV0345  HISTORY     - Date     Condition        Report By
 KV0345  HISTORY     - 1952     MONUMENTED       CGS
 KV0345  HISTORY     - 1985     GOOD             USPSQD
 KV0345  HISTORY     - 19910519 POOR             USPSQD
 KV0345  HISTORY     - 19940511 GOOD             USPSQD
 KV0345  HISTORY     - 19970714 GOOD             USPSQD
 KV0345  HISTORY     - 20000526 GOOD             PORANY
 KV0345  HISTORY     - 20020711 GOOD             USPSQD
 KV0345
 KV0345                          STATION DESCRIPTION
 KV0345
 KV0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0345'AT STATEN ISLAND.
 KV0345'ON STATEN ISLAND, AT RICHMOND VALLEY, NEAR THE EAST END OF
 KV0345'OUTERBRIDGE CONNECTING STATEN ISLAND AND PERTH AMBOY NEW JERSEY,
 KV0345'SET IN THE TOP OF THE NORTHEAST CORNER OF THE BASE OF THE NORTH
 KV0345'LEG OF FIRST PIER WEST OF ARTHUR KILL ROAD WHICH PASSES UNDER
 KV0345'BRIDE, 52 FEET WEST OF CENTER LINE OF ARTHUR KILL ROAD AND ABOUT
 KV0345'4 FEET ABOVE ROAD.
 KV0345
 KV0345                          STATION RECOVERY (1985)
 KV0345
 KV0345'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0345'RECOVERED IN GOOD CONDITION.
 KV0345
 KV0345                          STATION RECOVERY (1991)
 KV0345
 KV0345'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0345'MARK RECOVERED IN POOR CONDITION.
 KV0345
 KV0345                          STATION RECOVERY (1994)
 KV0345
 KV0345'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0345'RECOVERED IN GOOD CONDITION.
 KV0345
 KV0345                          STATION RECOVERY (1997)
 KV0345
 KV0345'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0345'RECOVERED IN GOOD CONDITION.
 KV0345
 KV0345                          STATION RECOVERY (2000)
 KV0345
 KV0345'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0345'MARK IS ON PORT AUTHORITY OF NEW YORK AND NEW JERSEY PROPERTY,
 KV0345'PERMISSION TO ENTER MAY BE OBTAINED AT P.A. ADMINISTRATION BUILDING ON
 KV0345'BOSCOMBE AVE.
 KV0345
 KV0345                          STATION RECOVERY (2002)
 KV0345
 KV0345'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0391 ***********************************************************************
 KV0391  DESIGNATION -  A 344
 KV0391  PID         -  KV0391
 KV0391  STATE/COUNTY-  NY/RICHMOND
 KV0391  USGS QUAD   -  THE NARROWS (1981)
 KV0391
 KV0391                         *CURRENT SURVEY CONTROL
 KV0391  ___________________________________________________________________
 KV0391* NAD 83(1986)-  40 34 52.     (N)    074 04 41.     (W)     SCALED    
 KV0391* NAVD 88     -         1.663  (meters)       5.46   (feet)  ADJUSTED  
 KV0391  ___________________________________________________________________
 KV0391  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0391  DYNAMIC HT  -           1.662 (meters)       5.45  (feet)  COMP
 KV0391  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 KV0391
 KV0391  VERT ORDER  -  FIRST     CLASS II
 KV0391
 KV0391.The horizontal coordinates were scaled from a topographic map and have
 KV0391.an estimated accuracy of +/- 6 seconds.
 KV0391
 KV0391.The orthometric height was determined by differential leveling
 KV0391.and adjusted by the National Geodetic Survey in June 1991..
 KV0391
 KV0391.The geoid height was determined by GEOID03.
 KV0391
 KV0391.The dynamic height is computed by dividing the NAVD 88
 KV0391.geopotential number by the normal gravity value computed on the
 KV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0391.degrees latitude (g = 980.6199 gals.).
 KV0391
 KV0391.The modeled gravity was interpolated from observed gravity values.
 KV0391
 KV0391;                    North         East    Units  Estimated Accuracy
 KV0391;SPC NY L     -    46,030.      293,390.      MT  (+/- 180 meters Scaled)
 KV0391
 KV0391                          SUPERSEDED SURVEY CONTROL
 KV0391
 KV0391  NGVD 29 (04/16/92)    1.997  (m)            6.55   (f) ADJUSTED    1 2
 KV0391
 KV0391.Superseded values are not recommended for survey control.
 KV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0391.See file dsdata.txt to determine how the superseded data were derived.
 KV0391
 KV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK780926(NAD 83)
 KV0391_MARKER: DB = BENCH MARK DISK
 KV0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0391_SP_SET: CONC WALL
 KV0391_STAMPING: A 344 1952
 KV0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0391
 KV0391  HISTORY     - Date     Condition        Report By
 KV0391  HISTORY     - 1952     MONUMENTED       CGS
 KV0391  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0391  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0391  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 KV0391  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 KV0391
 KV0391                          STATION DESCRIPTION
 KV0391
 KV0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0391'AT STATEN ISLAND.
 KV0391'ON STATEN ISLAND, AT GRAHAM BEACH, AT THE JUNCTION OF OCEANSIDE
 KV0391'AND CROMWELL AVENUES, IN THE TOP OF CONCRETE WALL OF MANHOLE
 KV0391'OF DEPARTMENT OF PUBLIC WORKS PUMPING STATION, 5 FEET NORTHWEST
 KV0391'OF CENTER OF SOUTHWEST DOORWAY ENTRANCE TO PUMPING STATION, AND
 KV0391'0.6 FOOT SOUTHWEST OF SOUTHWEST FACE OF BUILDING.
 KV0391
 KV0391                          STATION RECOVERY (1985)
 KV0391
 KV0391'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0391'MARK NOT FOUND.
 KV0391
 KV0391                          STATION RECOVERY (1985)
 KV0391
 KV0391'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0391'MARK NOT FOUND.
 KV0391
 KV0391                          STATION RECOVERY (1995)
 KV0391
 KV0391'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0391'MARK NOT FOUND.
 KV0391
 KV0391                          STATION RECOVERY (1996)
 KV0391
 KV0391'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0322 ***********************************************************************
 KV0322  DESIGNATION -  A 345
 KV0322  PID         -  KV0322
 KV0322  STATE/COUNTY-  NY/RICHMOND
 KV0322  USGS QUAD   -  ARTHUR KILL (1981)
 KV0322
 KV0322                         *CURRENT SURVEY CONTROL
 KV0322  ___________________________________________________________________
 KV0322* NAD 83(1986)-  40 36 47.     (N)    074 09 33.     (W)     SCALED    
 KV0322* NAVD 88     -        10.676  (meters)      35.03   (feet)  ADJUSTED  
 KV0322  ___________________________________________________________________
 KV0322  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV0322  DYNAMIC HT  -          10.672 (meters)      35.01  (feet)  COMP
 KV0322  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 KV0322
 KV0322  VERT ORDER  -  FIRST     CLASS II
 KV0322
 KV0322.The horizontal coordinates were scaled from a topographic map and have
 KV0322.an estimated accuracy of +/- 6 seconds.
 KV0322
 KV0322.The orthometric height was determined by differential leveling
 KV0322.and adjusted by the National Geodetic Survey in June 1991..
 KV0322
 KV0322.The geoid height was determined by GEOID03.
 KV0322
 KV0322.The dynamic height is computed by dividing the NAVD 88
 KV0322.geopotential number by the normal gravity value computed on the
 KV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0322.degrees latitude (g = 980.6199 gals.).
 KV0322
 KV0322.The modeled gravity was interpolated from observed gravity values.
 KV0322
 KV0322;                    North         East    Units  Estimated Accuracy
 KV0322;SPC NY L     -    49,580.      286,530.      MT  (+/- 180 meters Scaled)
 KV0322
 KV0322                          SUPERSEDED SURVEY CONTROL
 KV0322
 KV0322  NGVD 29 (04/16/92)   11.008  (m)           36.12   (f) ADJUSTED    1 2
 KV0322
 KV0322.Superseded values are not recommended for survey control.
 KV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0322.See file dsdata.txt to determine how the superseded data were derived.
 KV0322
 KV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK711961(NAD 83)
 KV0322_MARKER: DB = BENCH MARK DISK
 KV0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0322_STAMPING: A 345 1952
 KV0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0322+STABILITY: SURFACE MOTION
 KV0322
 KV0322  HISTORY     - Date     Condition        Report By
 KV0322  HISTORY     - 1952     MONUMENTED       CGS
 KV0322  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0322
 KV0322                          STATION DESCRIPTION
 KV0322
 KV0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0322'AT STATEN ISLAND.
 KV0322'ON STATEN ISLAND, AT ELMPARK, AT THE INTERSECTION OF RICHMOND AND
 KV0322'LANDER AVENUES, ABOUT 0.5 MILE NORTH ALONG RICHMOND AVENUE FROM
 KV0322'ITS INTERSECTION WITH VICTORY BOULEVARD, 49 FEET WEST OF CENTER LINE
 KV0322'AND 8 1/2 FEET WEST OF WEST CURB OF RICHMOND AVENUE, 32 FEET
 KV0322'NORTH OF CENTER LINE OF LANDER AVENUE, 1 FOOT WEST OF WEST EDGE
 KV0322'OF A SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KV0322'INCH.
 KV0322
 KV0322                          STATION RECOVERY (1985)
 KV0322
 KV0322'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1067 ***********************************************************************
 KU1067  DESIGNATION -  A 346
 KU1067  PID         -  KU1067
 KU1067  STATE/COUNTY-  NY/QUEENS
 KU1067  USGS QUAD   -  CENTRAL PARK (1979)
 KU1067
 KU1067                         *CURRENT SURVEY CONTROL
 KU1067  ___________________________________________________________________
 KU1067* NAD 83(1986)-  40 46 48.     (N)    073 54 57.     (W)     SCALED    
 KU1067* NAVD 88     -        15.883  (meters)      52.11   (feet)  ADJUSTED  
 KU1067  ___________________________________________________________________
 KU1067  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1067  DYNAMIC HT  -          15.877 (meters)      52.09  (feet)  COMP
 KU1067  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 KU1067
 KU1067  VERT ORDER  -  FIRST     CLASS II
 KU1067
 KU1067.The horizontal coordinates were scaled from a topographic map and have
 KU1067.an estimated accuracy of +/- 6 seconds.
 KU1067
 KU1067.The orthometric height was determined by differential leveling
 KU1067.and adjusted by the National Geodetic Survey in June 1991..
 KU1067
 KU1067.The geoid height was determined by GEOID03.
 KU1067
 KU1067.The dynamic height is computed by dividing the NAVD 88
 KU1067.geopotential number by the normal gravity value computed on the
 KU1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1067.degrees latitude (g = 980.6199 gals.).
 KU1067
 KU1067.The modeled gravity was interpolated from observed gravity values.
 KU1067
 KU1067;                    North         East    Units  Estimated Accuracy
 KU1067;SPC NY L     -    68,110.      307,110.      MT  (+/- 180 meters Scaled)
 KU1067
 KU1067                          SUPERSEDED SURVEY CONTROL
 KU1067
 KU1067  NGVD 29 (??/??/92)   16.212  (m)           53.19   (f) ADJ UNCH    1 2
 KU1067
 KU1067.Superseded values are not recommended for survey control.
 KU1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1067.See file dsdata.txt to determine how the superseded data were derived.
 KU1067
 KU1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL914149(NAD 83)
 KU1067_MARKER: DB = BENCH MARK DISK
 KU1067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1067_SP_SET: FOUNDATION
 KU1067_STAMPING: A 346 1952
 KU1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1067+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KU1067
 KU1067  HISTORY     - Date     Condition        Report By
 KU1067  HISTORY     - 1952     MONUMENTED       CGS
 KU1067  HISTORY     - 1955     GOOD             NGS
 KU1067  HISTORY     - 20060405 GOOD             GEOCAC
 KU1067
 KU1067                          STATION DESCRIPTION
 KU1067
 KU1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1067'AT NEW YORK.
 KU1067'AT NEW YORK, IN BOROUGH OF QUEENS, AT ASTORIA, AT INTERSECTION
 KU1067'OF DITMARS BOULEVARD AND 23RD STREET, 52 FEET NORTHEAST OF
 KU1067'NORTHEAST CURB OF DITMARS BOULEVARD, 68 1/2 FEET NORTHWEST OF
 KU1067'NORTHWEST CURB OF 23RD STREET, SET VERTICALLY IN THE SOUTHEAST
 KU1067'FACE OF GRANITE FOUNDATION OF SCHOOL NO. 122, 2.9 FEET NORTHEAST
 KU1067'OF SOUTH CORNER OF BUILDING AND 1.7 FEET ABOVE GROUND.
 KU1067
 KU1067                          STATION RECOVERY (1955)
 KU1067
 KU1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KU1067'RECOVERED IN GOOD CONDITION.
 KU1067
 KU1067                          STATION RECOVERY (2006)
 KU1067
 KU1067'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1067'FOUND AS DESCRIBED IN GOOD CONDITION.
 KU1067' 
 KU1067'THERE IS MAINTENANCE GOING ON AT THE SCHOOL AT THIS POINT IN TIME AND
 KU1067'THE MARK IS BEHIND A CONSTRUCTION FENCE.  ACCESS PERMISSION TO THE
 KU1067'AREA MAY BE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2082 ***********************************************************************
 LY2082  DESIGNATION -  A 347
 LY2082  PID         -  LY2082
 LY2082  STATE/COUNTY-  NY/ORANGE
 LY2082  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2082
 LY2082                         *CURRENT SURVEY CONTROL
 LY2082  ___________________________________________________________________
 LY2082* NAD 83(1996)-  41 22 36.30108(N)    074 41 24.33930(W)     ADJUSTED  
 LY2082* NAVD 88     -       143.303  (meters)     470.15   (feet)  ADJUSTED  
 LY2082  ___________________________________________________________________
 LY2082  X           -   1,265,574.663 (meters)                     COMP
 LY2082  Y           -  -4,623,021.401 (meters)                     COMP
 LY2082  Z           -   4,193,984.018 (meters)                     COMP
 LY2082  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LY2082  ELLIP HEIGHT-         111.22  (meters)          (01/11/99) GPS OBS
 LY2082  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY2082  DYNAMIC HT  -         143.244 (meters)     469.96  (feet)  COMP
 LY2082  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 LY2082
 LY2082  HORZ ORDER  -  THIRD
 LY2082  VERT ORDER  -  FIRST     CLASS II
 LY2082  ELLP ORDER  -  FOURTH    CLASS I
 LY2082
 LY2082.The horizontal coordinates were established by GPS observations
 LY2082.and adjusted by the National Geodetic Survey in January 1999..
 LY2082
 LY2082.The orthometric height was determined by differential leveling
 LY2082.and adjusted by the National Geodetic Survey in June 1991..
 LY2082
 LY2082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2082
 LY2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2082
 LY2082.The ellipsoidal height was determined by GPS observations
 LY2082.and is referenced to NAD 83.
 LY2082
 LY2082.The geoid height was determined by GEOID03.
 LY2082
 LY2082.The dynamic height is computed by dividing the NAVD 88
 LY2082.geopotential number by the normal gravity value computed on the
 LY2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2082.degrees latitude (g = 980.6199 gals.).
 LY2082
 LY2082.The modeled gravity was interpolated from observed gravity values.
 LY2082
 LY2082;                    North         East     Units Scale Factor Converg.
 LY2082;SPC NY E     -   282,401.782   134,099.389   MT  0.99990311   -0 07 32.4
 LY2082;SPC NY E     -   926,513.18    439,957.75   sFT  0.99990311   -0 07 32.4
 LY2082;SPC PA N     -   138,905.421   855,909.987   MT  0.99995709   +2 01 27.3
 LY2082;SPC PA N     -   455,725.54  2,808,098.02   sFT  0.99995709   +2 01 27.3
 LY2082;SPC NJ       -   282,401.782   134,099.389   MT  0.99990311   -0 07 32.4
 LY2082;SPC NJ       -   926,513.18    439,957.75   sFT  0.99990311   -0 07 32.4
 LY2082;UTM  18      - 4,580,627.618   525,914.589   MT  0.99960826   +0 12 17.5
 LY2082
 LY2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2082!SPC NY E     -   0.99998256  x   0.99990311  =   0.99988567
 LY2082!SPC PA N     -   0.99998256  x   0.99995709  =   0.99993965
 LY2082!SPC NJ       -   0.99998256  x   0.99990311  =   0.99988567
 LY2082!UTM  18      -   0.99998256  x   0.99960826  =   0.99959082
 LY2082
 LY2082                          SUPERSEDED SURVEY CONTROL
 LY2082
 LY2082  NAD 83(1986)-  41 22 36.29631(N)    074 41 24.34011(W) AD(       ) 3
 LY2082  NAD 27      -  41 22 35.97282(N)    074 41 25.75846(W) AD(       ) 3
 LY2082  NGVD 29 (04/21/89)  143.48   (m)          470.7    (f) LEVELING    3  
 LY2082
 LY2082.Superseded values are not recommended for survey control.
 LY2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2082.See file dsdata.txt to determine how the superseded data were derived.
 LY2082
 LY2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2591580628(NAD 83)
 LY2082_MARKER: I = METAL ROD
 LY2082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2082_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2082_STAMPING: A 347 1978
 LY2082_MARK LOGO: NGS   
 LY2082_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2082+STABILITY: POSITION/ELEVATION WELL
 LY2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2082+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 LY2082
 LY2082  HISTORY     - Date     Condition        Report By
 LY2082  HISTORY     - 1978     MONUMENTED       NGS
 LY2082  HISTORY     - 1982     GOOD             NGS
 LY2082  HISTORY     - 1986     GOOD             USPSQD
 LY2082  HISTORY     - 19880722 GOOD             NGS
 LY2082  HISTORY     - 19950607 GOOD             NJGS
 LY2082  HISTORY     - 20060603 GOOD             GEOCAC
 LY2082
 LY2082                          STATION DESCRIPTION
 LY2082
 LY2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2082'IN PORT JERVIS.
 LY2082'ABOUT 500 FEET SOUTHWEST ALONG PIKE STREET FROM THE JUNCTION OF
 LY2082'U.S. HIGHWAY 209 AND STATE HIGHWAY 97, SET IN ORANGE SQUARE PARK, 92
 LY2082'FEET SOUTHEAST OF THE CENTERLINE OF PIKE STREET, 71 FEET NORTHEAST OF
 LY2082'THE NORTHEAST CURB LINE OF BLOOME STREET, 35 FEET NORTHWEST OF THE
 LY2082'BASE OF THE CIVEL WAR MONUMENT, AND 15 FEET SOUTHEAST OF THE WORLD WAR
 LY2082'TWO MONUMENT.  THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A
 LY2082'LEVEL LINE JUNCTION MARK.
 LY2082
 LY2082                          STATION RECOVERY (1982)
 LY2082
 LY2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY2082'RECOVERED IN GOOD CONDITION.
 LY2082
 LY2082                          STATION RECOVERY (1986)
 LY2082
 LY2082'RECOVERY NOTE BY US POWER SQUADRON 1986 (JBC)
 LY2082'RECOVERED IN GOOD CONDITION.
 LY2082
 LY2082                          STATION RECOVERY (1988)
 LY2082
 LY2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY2082'THE STATION WAS RECOVERED.  A DISCREPANCY WAS NOTED IN THE STAMPING
 LY2082'FROM THE ORIGINAL DESCRIPTION.  THE STAMPING WAS, ON THE ORIGINAL
 LY2082'DESCRIPTION NOTED AS A 437 1978, ALSO THE RECONNAISSANCE RECOVERY
 LY2082'DESCRIPTION DONE IN 1987 WAS A 437 1978, HOWEVER WITH A RUBBING FROM
 LY2082'THE DISK IT WAS NOTED THAT THE STAMPING WAS REALLY A 347 1978, UPON
 LY2082'CONVERSING WITH THE GRAVITY AND SPACE GEODESY SECTION, IT WAS
 LY2082'DETERMINED THAT THE STATION WOULD BE CARRIED AS A 347 1978.  A NEW
 LY2082'DESCRIPTION FOLLOWS.
 LY2082'THE STATION IS LOCATED IN THE TOWN OF PORT JERVIS, IN THE ORANGE
 LY2082'SQUARE PARK.
 LY2082'OWNERSHIP--CITY OF PORT JERVIS NEW YORK.
 LY2082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 LY2082'HIGHWAY 97 IN PORT JERVIS, GO SOUTHWEST FOR 0.15 KM (0.10 MI) ALONG
 LY2082'PIKE STREET, U.S. HIGHWAY 209, TO THE STATION ON THE LEFT, IN THE
 LY2082'PARK.
 LY2082'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 14 CM BELOW THE
 LY2082'GROUND IN A GREASE FILLED SLEEVE ENCASED IN A PVC PIPE COVERED BY A
 LY2082'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 28.0 M
 LY2082'(91.9 FT) SOUTHEAST FROM THE CENTERLINE OF PIKE STREET, 21.6 M
 LY2082'(70.9 FT) NORTHEAST FROM THE NORTHEAST CURB OF S. BROOME STREET, 21.0
 LY2082'M (68.9 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF N. BROOME STREET,
 LY2082'10.7 M (35.1 FT) NORTHWEST FROM THE BASE OF A CIVIL WAR MONUMENT, 4.6
 LY2082'M (15.1 FT) SOUTHEAST FROM A WORLD WAR II MONUMENT, AND 3.2 M
 LY2082'(10.5 FT) SOUTHEAST FROM A METAL FLAG POLE.
 LY2082'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LY2082
 LY2082                          STATION RECOVERY (1995)
 LY2082
 LY2082'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2082'RECOVERED AS DESCRIBED.
 LY2082
 LY2082                          STATION RECOVERY (2006)
 LY2082
 LY2082'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1267 ***********************************************************************
 KU1267  DESIGNATION -  A 347
 KU1267  PID         -  KU1267
 KU1267  STATE/COUNTY-  NY/KINGS
 KU1267  USGS QUAD   -  CONEY ISLAND (1979)
 KU1267
 KU1267                         *CURRENT SURVEY CONTROL
 KU1267  ___________________________________________________________________
 KU1267* NAD 83(1986)-  40 34 54.     (N)    073 57 11.     (W)     SCALED    
 KU1267* NAVD 88     -         2.365  (meters)       7.76   (feet)  ADJUSTED  
 KU1267  ___________________________________________________________________
 KU1267  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU1267  DYNAMIC HT  -           2.365 (meters)       7.76  (feet)  COMP
 KU1267  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KU1267
 KU1267  VERT ORDER  -  FIRST     CLASS II
 KU1267
 KU1267.The horizontal coordinates were scaled from a topographic map and have
 KU1267.an estimated accuracy of +/- 6 seconds.
 KU1267
 KU1267.The orthometric height was determined by differential leveling
 KU1267.and adjusted by the National Geodetic Survey in June 1991..
 KU1267
 KU1267.The geoid height was determined by GEOID03.
 KU1267
 KU1267.The dynamic height is computed by dividing the NAVD 88
 KU1267.geopotential number by the normal gravity value computed on the
 KU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1267.degrees latitude (g = 980.6199 gals.).
 KU1267
 KU1267.The modeled gravity was interpolated from observed gravity values.
 KU1267
 KU1267;                    North         East    Units  Estimated Accuracy
 KU1267;SPC NY L     -    46,090.      303,980.      MT  (+/- 180 meters Scaled)
 KU1267
 KU1267                          SUPERSEDED SURVEY CONTROL
 KU1267
 KU1267  NGVD 29 (??/??/92)    2.704  (m)            8.87   (f) ADJ UNCH    1 2
 KU1267
 KU1267.Superseded values are not recommended for survey control.
 KU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1267.See file dsdata.txt to determine how the superseded data were derived.
 KU1267
 KU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK886928(NAD 83)
 KU1267_MARKER: DB = BENCH MARK DISK
 KU1267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU1267_SP_SET: SEAWALL
 KU1267_STAMPING: A 347 1952
 KU1267_MARK LOGO: CGS   
 KU1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1267+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KU1267
 KU1267  HISTORY     - Date     Condition        Report By
 KU1267  HISTORY     - 1952     MONUMENTED       CGS
 KU1267  HISTORY     - 19990324 GOOD             POKORN
 KU1267  HISTORY     - 20060512 GOOD             GEOCAC
 KU1267
 KU1267                          STATION DESCRIPTION
 KU1267
 KU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1267'AT NEW YORK.
 KU1267'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT SOUTHWEST CORNER OF
 KU1267'SHEEPSHEAD BAY, NEAR JUNCTION OF WEST END AVENUE AND SHORE
 KU1267'BOULEVARD, SET IN THE TOP OF SOUTH SEAWALL OF SHEEPSHEAD BAY,
 KU1267'2.8 FEET EAST OF SOUTHWEST CORNER OF SEAWALL OF BAY AND ABOUT
 KU1267'1 1/2 FEET ABOVE LEVEL OF SHORE BOULEVARD.
 KU1267
 KU1267                          STATION RECOVERY (1999)
 KU1267
 KU1267'RECOVERY NOTE BY FREDERICK POKORNY PE LS 1999 (FRP)
 KU1267'FOUND 3-25-1999.
 KU1267
 KU1267                          STATION RECOVERY (2006)
 KU1267
 KU1267'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1267'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1053 ***********************************************************************
 KU1053  DESIGNATION -  A 348
 KU1053  PID         -  KU1053
 KU1053  STATE/COUNTY-  NY/QUEENS
 KU1053  USGS QUAD   -  BROOKLYN (1979)
 KU1053
 KU1053                         *CURRENT SURVEY CONTROL
 KU1053  ___________________________________________________________________
 KU1053* NAD 83(1986)-  40 44 35.     (N)    073 57 30.     (W)     SCALED    
 KU1053* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 KU1053  ___________________________________________________________________
 KU1053  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU1053  DYNAMIC HT  -           2.743 (meters)       9.00  (feet)  COMP
 KU1053  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 KU1053
 KU1053  VERT ORDER  -  FIRST     CLASS II
 KU1053
 KU1053.The horizontal coordinates were scaled from a topographic map and have
 KU1053.an estimated accuracy of +/- 6 seconds.
 KU1053
 KU1053.The orthometric height was determined by differential leveling
 KU1053.and adjusted by the National Geodetic Survey in June 1991..
 KU1053
 KU1053.The geoid height was determined by GEOID03.
 KU1053
 KU1053.The dynamic height is computed by dividing the NAVD 88
 KU1053.geopotential number by the normal gravity value computed on the
 KU1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1053.degrees latitude (g = 980.6199 gals.).
 KU1053
 KU1053.The modeled gravity was interpolated from observed gravity values.
 KU1053
 KU1053;                    North         East    Units  Estimated Accuracy
 KU1053;SPC NY L     -    64,010.      303,520.      MT  (+/- 180 meters Scaled)
 KU1053
 KU1053                          SUPERSEDED SURVEY CONTROL
 KU1053
 KU1053  NGVD 29 (??/??/92)    3.078  (m)           10.10   (f) ADJ UNCH    1 2
 KU1053
 KU1053.Superseded values are not recommended for survey control.
 KU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1053.See file dsdata.txt to determine how the superseded data were derived.
 KU1053
 KU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL879107(NAD 83)
 KU1053_MARKER: DB = BENCH MARK DISK
 KU1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1053_SP_SET: FOUNDATION
 KU1053_STAMPING: A 348 1952
 KU1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1053+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU1053
 KU1053  HISTORY     - Date     Condition        Report By
 KU1053  HISTORY     - 1952     MONUMENTED       CGS
 KU1053  HISTORY     - 1965     GOOD             NGS
 KU1053  HISTORY     - 1984     GOOD             LOCSUR
 KU1053  HISTORY     - 20050915 GOOD             INDIV
 KU1053  HISTORY     - 20051227 GOOD             GEOCAC
 KU1053
 KU1053                          STATION DESCRIPTION
 KU1053
 KU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1053'AT NEW YORK.
 KU1053'AT NEW YORK, IN BOROUGH OF QUEENS, AT LONG ISLAND CITY, ON EAST
 KU1053'SIDE OF SECOND STREET BETWEEN 51ST AND 50TH AVENUES, SET
 KU1053'VERTICALLY IN THE WEST FACE OF GRANITE FOUNDATION OF A POWER
 KU1053'PLANT BUILDING, 78 FEET NORTH OF NORTH CURB OF 51ST AVENUE, 153
 KU1053'FEET SOUTH OF SOUTH CURB OF 50TH STREET, 15 FEET EAST OF EAST
 KU1053'CURB OF 2ND STREET AND ABOUT 2 FEET ABOVE SIDE WALK.
 KU1053
 KU1053                          STATION RECOVERY (1965)
 KU1053
 KU1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU1053'RECOVERED IN GOOD CONDITION.
 KU1053
 KU1053                          STATION RECOVERY (1984)
 KU1053
 KU1053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KU1053'RECOVERED IN GOOD CONDITION.
 KU1053
 KU1053                          STATION RECOVERY (2005)
 KU1053
 KU1053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AJF)
 KU1053'BUILDING IS IN THE PROCESS OF BEING DEMOLISHED. WITHIN THREE OR FOUR
 KU1053'MONTHS, THE MARK WILL BE DESTROYED.
 KU1053
 KU1053                          STATION RECOVERY (2005)
 KU1053
 KU1053'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1053'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU1053' 
 KU1053'ALTHOUGH THE INTERIOR OF THE BUILDING HAS BEEN GUTTED, THE EXTERNAL
 KU1053'WALLS APPEAR TO BE UNTOUCHED.  USERS OF THIS STAION SHOULD BE AWARE OF
 KU1053'POSSIBLE SHIFTING OR SAGGING IN THE GRANITE WALL DUE TO THE RECENT
 KU1053'WORK INSIDE THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1199 ***********************************************************************
 KU1199  DESIGNATION -  A 349
 KU1199  PID         -  KU1199
 KU1199  STATE/COUNTY-  NY/QUEENS
 KU1199  USGS QUAD   -  JAMAICA (1979)
 KU1199
 KU1199                         *CURRENT SURVEY CONTROL
 KU1199  ___________________________________________________________________
 KU1199* NAD 83(1986)-  40 40 33.     (N)    073 45 20.     (W)     SCALED    
 KU1199* NAVD 88     -         6.966  (meters)      22.85   (feet)  ADJUSTED  
 KU1199  ___________________________________________________________________
 KU1199  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU1199  DYNAMIC HT  -           6.963 (meters)      22.84  (feet)  COMP
 KU1199  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KU1199
 KU1199  VERT ORDER  -  FIRST     CLASS II
 KU1199
 KU1199.The horizontal coordinates were scaled from a topographic map and have
 KU1199.an estimated accuracy of +/- 6 seconds.
 KU1199
 KU1199.The orthometric height was determined by differential leveling
 KU1199.and adjusted by the National Geodetic Survey in June 1991..
 KU1199
 KU1199.The geoid height was determined by GEOID03.
 KU1199
 KU1199.The dynamic height is computed by dividing the NAVD 88
 KU1199.geopotential number by the normal gravity value computed on the
 KU1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1199.degrees latitude (g = 980.6199 gals.).
 KU1199
 KU1199.The modeled gravity was interpolated from observed gravity values.
 KU1199
 KU1199;                    North         East    Units  Estimated Accuracy
 KU1199;SPC NY L     -    56,570.      320,670.      MT  (+/- 180 meters Scaled)
 KU1199
 KU1199                          SUPERSEDED SURVEY CONTROL
 KU1199
 KU1199  NGVD 29 (??/??/92)    7.302  (m)           23.96   (f) ADJ UNCH    1 2
 KU1199
 KU1199.Superseded values are not recommended for survey control.
 KU1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1199.See file dsdata.txt to determine how the superseded data were derived.
 KU1199
 KU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL051035(NAD 83)
 KU1199_MARKER: DB = BENCH MARK DISK
 KU1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1199_SP_SET: ABUTMENT
 KU1199_STAMPING: A 349 1952
 KU1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1199+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 KU1199
 KU1199  HISTORY     - Date     Condition        Report By
 KU1199  HISTORY     - 1952     MONUMENTED       CGS
 KU1199  HISTORY     - 20060627 GOOD             NYDT
 KU1199
 KU1199                          STATION DESCRIPTION
 KU1199
 KU1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1199'AT NEW YORK.
 KU1199'AT NEW YORK, IN BOROUGH OF QUEENS, AT SPRINGFIELD GARDENS, AT THE
 KU1199'OVERPASS OF LONG ISLAND RAILROAD (MONTAUK DIVISION) OVER
 KU1199'SPRINGFIELD BOULEVARD, 22 FEET EAST OF EAST CURB OF SPRINGFIELD
 KU1199'BOULEVARD, 25 FEET SOUTHWEST OF CENTER LINE OF CARSON STREET, SET
 KU1199'VERTICALLY IN SHORT NORTHWEST FACE OF SOUTHEAST ABUTMENT OF
 KU1199'OVERPASS, 3.2 FEET SOUTHWEST OF NORTHEAST EDGE OF OVERPASS AND
 KU1199'3 FEET ABOVE LEVEL OF SIDE WALK.
 KU1199
 KU1199                          STATION RECOVERY (2006)
 KU1199
 KU1199'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0659 ***********************************************************************
 OF0659  DESIGNATION -  A 35
 OF0659  PID         -  OF0659
 OF0659  STATE/COUNTY-  NY/CAYUGA
 OF0659  USGS QUAD   -  WEEDSPORT (1978)
 OF0659
 OF0659                         *CURRENT SURVEY CONTROL
 OF0659  ___________________________________________________________________
 OF0659* NAD 83(1986)-  43 04 10.     (N)    076 31 05.     (W)     SCALED    
 OF0659* NAVD 88     -       120.398  (meters)     395.01   (feet)  ADJUSTED  
 OF0659  ___________________________________________________________________
 OF0659  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 OF0659  DYNAMIC HT  -         120.369 (meters)     394.91  (feet)  COMP
 OF0659  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 OF0659
 OF0659  VERT ORDER  -  FIRST     CLASS II
 OF0659
 OF0659.The horizontal coordinates were scaled from a topographic map and have
 OF0659.an estimated accuracy of +/- 6 seconds.
 OF0659
 OF0659.The orthometric height was determined by differential leveling
 OF0659.and adjusted by the National Geodetic Survey in June 1991..
 OF0659
 OF0659.The geoid height was determined by GEOID03.
 OF0659
 OF0659.The dynamic height is computed by dividing the NAVD 88
 OF0659.geopotential number by the normal gravity value computed on the
 OF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0659.degrees latitude (g = 980.6199 gals.).
 OF0659
 OF0659.The modeled gravity was interpolated from observed gravity values.
 OF0659
 OF0659;                    North         East    Units  Estimated Accuracy
 OF0659;SPC NY C     -   340,890.      255,320.      MT  (+/- 180 meters Scaled)
 OF0659
 OF0659                          SUPERSEDED SURVEY CONTROL
 OF0659
 OF0659  NGVD 29 (??/??/92)  120.563  (m)          395.55   (f) ADJ UNCH    1 2
 OF0659
 OF0659.Superseded values are not recommended for survey control.
 OF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0659.See file dsdata.txt to determine how the superseded data were derived.
 OF0659
 OF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN764696(NAD 83)
 OF0659_MARKER: DB = BENCH MARK DISK
 OF0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0659_SP_SET: BRIDGE ABUTMENT
 OF0659_STAMPING: A 35 1931
 OF0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0659
 OF0659  HISTORY     - Date     Condition        Report By
 OF0659  HISTORY     - 1931     MONUMENTED       CGS
 OF0659  HISTORY     - 1942     GOOD             NGS
 OF0659  HISTORY     - 1969     GOOD             KONSKI
 OF0659  HISTORY     - 1982     GOOD             NGS
 OF0659  HISTORY     - 1987     GOOD             USPSQD
 OF0659  HISTORY     - 1990     GOOD             USPSQD
 OF0659
 OF0659                          STATION DESCRIPTION
 OF0659
 OF0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0659'2.0 MI E FROM WEEDSPORT.
 OF0659'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT WEEDSPORT--
 OF0659'PROCEED 2.0 MILES EASTERLY ALONG THE NEW YORK CENTRAL RAILROAD TO
 OF0659'SITE OF BENCH MARK.
 OF0659'BENCH MARK IS AT OVERHEAD BRIDGE OF THE CROSSING OF THE WEST SHORE
 OF0659'AND THE NEW YORK CENTRAL RAILROADS, IN THE NORTH FACE OF THE SOUTH
 OF0659'STONE ABUTMENT AND 10.0 FEET SOUTH OF AND ABOUT 4.0 FEET ABOVE THE
 OF0659'CENTERLINE OF THE NEW YORK CENTRAL TRACKS.
 OF0659'A STD. DISK SET IN DRILL HOLE.
 OF0659'NOTE--WESTSHORE RR GONE.
 OF0659
 OF0659                          STATION RECOVERY (1969)
 OF0659
 OF0659'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0659'RECOVERED IN GOOD CONDITION.
 OF0659
 OF0659                          STATION RECOVERY (1982)
 OF0659
 OF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0659'RECOVERED IN GOOD CONDITION.
 OF0659
 OF0659                          STATION RECOVERY (1987)
 OF0659
 OF0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (ESR)
 OF0659'RECOVERED IN GOOD CONDITION.
 OF0659
 OF0659                          STATION RECOVERY (1990)
 OF0659
 OF0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1338 ***********************************************************************
 KU1338  DESIGNATION -  A 350
 KU1338  PID         -  KU1338
 KU1338  STATE/COUNTY-  NY/NASSAU
 KU1338  USGS QUAD   -  LAWRENCE (1979)
 KU1338
 KU1338                         *CURRENT SURVEY CONTROL
 KU1338  ___________________________________________________________________
 KU1338* NAD 83(1986)-  40 35 13.     (N)    073 42 19.     (W)     SCALED    
 KU1338* NAVD 88     -         2.311  (meters)       7.58   (feet)  ADJUSTED  
 KU1338  ___________________________________________________________________
 KU1338  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KU1338  DYNAMIC HT  -           2.310 (meters)       7.58  (feet)  COMP
 KU1338  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 KU1338
 KU1338  VERT ORDER  -  FIRST     CLASS II
 KU1338
 KU1338.The horizontal coordinates were scaled from a topographic map and have
 KU1338.an estimated accuracy of +/- 6 seconds.
 KU1338
 KU1338.The orthometric height was determined by differential leveling
 KU1338.and adjusted by the National Geodetic Survey in June 1991..
 KU1338
 KU1338.The geoid height was determined by GEOID03.
 KU1338
 KU1338.The dynamic height is computed by dividing the NAVD 88
 KU1338.geopotential number by the normal gravity value computed on the
 KU1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1338.degrees latitude (g = 980.6199 gals.).
 KU1338
 KU1338.The modeled gravity was interpolated from observed gravity values.
 KU1338
 KU1338;                    North         East    Units  Estimated Accuracy
 KU1338;SPC NY L     -    46,710.      324,950.      MT  (+/- 180 meters Scaled)
 KU1338
 KU1338                          SUPERSEDED SURVEY CONTROL
 KU1338
 KU1338  NGVD 29 (??/??/92)    2.648  (m)            8.69   (f) ADJ UNCH    1 2
 KU1338
 KU1338.Superseded values are not recommended for survey control.
 KU1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1338.See file dsdata.txt to determine how the superseded data were derived.
 KU1338
 KU1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK095937(NAD 83)
 KU1338_MARKER: DB = BENCH MARK DISK
 KU1338_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU1338+WITH SETTING: PAVEMENT
 KU1338_SP_SET: CONCRETE SLAB
 KU1338_STAMPING: A 350 1952
 KU1338_MARK LOGO: CGS   
 KU1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1338+STABILITY: SURFACE MOTION
 KU1338
 KU1338  HISTORY     - Date     Condition        Report By
 KU1338  HISTORY     - 1952     MONUMENTED       CGS
 KU1338  HISTORY     - 19901030 GOOD             SBAS
 KU1338
 KU1338                          STATION DESCRIPTION
 KU1338
 KU1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1338'AT ATLANTIC BEACH.
 KU1338'AT ATLANTIC BEACH, AT INTERSECTION OF BEECH BOULEVARD AND OSWEGO
 KU1338'AVENUE, 5 1/2 FEET WEST OF WEST CURB OF OSWEGO AVENUE, 7 FEET
 KU1338'NORTHEAST OF NORTHEAST CURB OF BEECH BOULEVARD AND AT SOUTH END
 KU1338'OF AN S CURVE IN BEECH BOULEVARD, SET IN THE TOP OF EAST CORNER
 KU1338'OF CONCRETE SLAB WITH IRON MANHOLE COVER AND CATCH BASIN AND ABOUT
 KU1338'LEVEL WITH SIDE WALK.
 KU1338
 KU1338                          STATION RECOVERY (1990)
 KU1338
 KU1338'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1990
 KU1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1766 ***********************************************************************
 KU1766  DESIGNATION -  A 351
 KU1766  PID         -  KU1766
 KU1766  STATE/COUNTY-  NY/KINGS
 KU1766  USGS QUAD   -  BROOKLYN (1979)
 KU1766
 KU1766                         *CURRENT SURVEY CONTROL
 KU1766  ___________________________________________________________________
 KU1766* NAD 83(1986)-  40 41 45.     (N)    073 59 21.     (W)     SCALED    
 KU1766* NAVD 88     -        23.728  (meters)      77.85   (feet)  ADJUSTED  
 KU1766  ___________________________________________________________________
 KU1766  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KU1766  DYNAMIC HT  -          23.719 (meters)      77.82  (feet)  COMP
 KU1766  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 KU1766
 KU1766  VERT ORDER  -  FIRST     CLASS II
 KU1766
 KU1766.The horizontal coordinates were scaled from a topographic map and have
 KU1766.an estimated accuracy of +/- 6 seconds.
 KU1766
 KU1766.The orthometric height was determined by differential leveling
 KU1766.and adjusted by the National Geodetic Survey in June 1991..
 KU1766
 KU1766.The geoid height was determined by GEOID03.
 KU1766
 KU1766.The dynamic height is computed by dividing the NAVD 88
 KU1766.geopotential number by the normal gravity value computed on the
 KU1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1766.degrees latitude (g = 980.6199 gals.).
 KU1766
 KU1766.The modeled gravity was interpolated from observed gravity values.
 KU1766
 KU1766;                    North         East    Units  Estimated Accuracy
 KU1766;SPC NY L     -    58,760.      300,920.      MT  (+/- 180 meters Scaled)
 KU1766
 KU1766                          SUPERSEDED SURVEY CONTROL
 KU1766
 KU1766  NGVD 29 (??/??/92)   24.064  (m)           78.95   (f) ADJ UNCH    1 2
 KU1766
 KU1766.Superseded values are not recommended for survey control.
 KU1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1766.See file dsdata.txt to determine how the superseded data were derived.
 KU1766
 KU1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL854054(NAD 83)
 KU1766_MARKER: DB = BENCH MARK DISK
 KU1766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1766_SP_SET: BUILDING
 KU1766_STAMPING: A 351 1952
 KU1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1766+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 KU1766
 KU1766  HISTORY     - Date     Condition        Report By
 KU1766  HISTORY     - 1952     MONUMENTED       CGS
 KU1766  HISTORY     - 20051217 GOOD             GEOCAC
 KU1766
 KU1766                          STATION DESCRIPTION
 KU1766
 KU1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1766'AT NEW YORK.
 KU1766'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT WASHINGTON AND TILLARY
 KU1766'STREETS, SET VERTICALLY IN WEST FACE OF POST OFFICE BUILDING, 1
 KU1766'FOOT SOUTH OF NORTHWEST CORNER OF BUILDING AND 3 1/4 FEET ABOVE
 KU1766'SIDE WALK.
 KU1766
 KU1766                          STATION RECOVERY (2005)
 KU1766
 KU1766'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1766'FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT WASHINGTON STREET
 KU1766'HAS BEEN RENAMED TO CADMEN PLAZA EAST IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1155 ***********************************************************************
 KU1155  DESIGNATION -  A 352
 KU1155  PID         -  KU1155
 KU1155  STATE/COUNTY-  NY/BRONX
 KU1155  USGS QUAD   -  MOUNT VERNON (1979)
 KU1155
 KU1155                         *CURRENT SURVEY CONTROL
 KU1155  ___________________________________________________________________
 KU1155* NAD 83(1986)-  40 52 47.     (N)    073 50 15.     (W)     SCALED    
 KU1155* NAVD 88     -        17.655  (meters)      57.92   (feet)  ADJUSTED  
 KU1155  ___________________________________________________________________
 KU1155  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU1155  DYNAMIC HT  -          17.649 (meters)      57.90  (feet)  COMP
 KU1155  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 KU1155
 KU1155  VERT ORDER  -  FIRST     CLASS II
 KU1155
 KU1155.The horizontal coordinates were scaled from a topographic map and have
 KU1155.an estimated accuracy of +/- 6 seconds.
 KU1155
 KU1155.The orthometric height was determined by differential leveling
 KU1155.and adjusted by the National Geodetic Survey in June 1991..
 KU1155
 KU1155.The geoid height was determined by GEOID03.
 KU1155
 KU1155.The dynamic height is computed by dividing the NAVD 88
 KU1155.geopotential number by the normal gravity value computed on the
 KU1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1155.degrees latitude (g = 980.6199 gals.).
 KU1155
 KU1155.The modeled gravity was interpolated from observed gravity values.
 KU1155
 KU1155;                    North         East    Units  Estimated Accuracy
 KU1155;SPC NY E     -   227,400.      205,840.      MT  (+/- 180 meters Scaled)
 KU1155
 KU1155                          SUPERSEDED SURVEY CONTROL
 KU1155
 KU1155  NGVD 29 (??/??/92)   17.976  (m)           58.98   (f) ADJ UNCH    1 2
 KU1155
 KU1155.Superseded values are not recommended for survey control.
 KU1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1155.See file dsdata.txt to determine how the superseded data were derived.
 KU1155
 KU1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL979260(NAD 83)
 KU1155_MARKER: DB = BENCH MARK DISK
 KU1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1155_SP_SET: ABUTMENT
 KU1155_STAMPING: A 352 1952
 KU1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1155+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 KU1155
 KU1155  HISTORY     - Date     Condition        Report By
 KU1155  HISTORY     - 1952     MONUMENTED       CGS
 KU1155  HISTORY     - 1963     GOOD             NY-119
 KU1155  HISTORY     - 20060418 GOOD             GEOCAC
 KU1155
 KU1155                          STATION DESCRIPTION
 KU1155
 KU1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1155'AT NEW YORK.
 KU1155'AT NEW YORK, IN BOROUGH OF BRONX, AT BAYCHESTER, ABOUT 0.1
 KU1155'MILE SOUTH ALONG BAYCHESTER AVENUE FROM ITS INTERSECTION WITH
 KU1155'BOSTON ROAD, 59 YARDS NORTH OF NORTH CURB OF TILLOTSON AVENUE,
 KU1155'21 FEET EAST OF EAST CURB OF BAYCHESTER, SET VERTICALLY IN THE
 KU1155'WEST FACE OF THE EAST CONCRETE ABUTMENT OF OVERPASS OF NEW YORK
 KU1155'TRANSIT SYSTEM RAILROAD OVER BAYCHESTER AVENUE, 3.3 FEET NORTH
 KU1155'OF A CORNER IN ABUTMENT AND 2.3 FEET ABOVE SIDE WALK.
 KU1155
 KU1155                          STATION RECOVERY (1963)
 KU1155
 KU1155'RECOVERY NOTE BY WESTCHESTER COUNTY NEW YORK 1963
 KU1155'RECOVERED IN GOOD CONDITION.
 KU1155
 KU1155                          STATION RECOVERY (2006)
 KU1155
 KU1155'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1155'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1223 ***********************************************************************
 KU1223  DESIGNATION -  A 353
 KU1223  PID         -  KU1223
 KU1223  STATE/COUNTY-  NY/KINGS
 KU1223  USGS QUAD   -  BROOKLYN (1979)
 KU1223
 KU1223                         *CURRENT SURVEY CONTROL
 KU1223  ___________________________________________________________________
 KU1223* NAD 83(1986)-  40 38 17.     (N)    073 52 42.     (W)     SCALED    
 KU1223* NAVD 88     -         7.134  (meters)      23.41   (feet)  ADJUSTED  
 KU1223  ___________________________________________________________________
 KU1223  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KU1223  DYNAMIC HT  -           7.131 (meters)      23.40  (feet)  COMP
 KU1223  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 KU1223
 KU1223  VERT ORDER  -  FIRST     CLASS II
 KU1223
 KU1223.The horizontal coordinates were scaled from a topographic map and have
 KU1223.an estimated accuracy of +/- 6 seconds.
 KU1223
 KU1223.The orthometric height was determined by differential leveling
 KU1223.and adjusted by the National Geodetic Survey in June 1991..
 KU1223
 KU1223.The geoid height was determined by GEOID03.
 KU1223
 KU1223.The dynamic height is computed by dividing the NAVD 88
 KU1223.geopotential number by the normal gravity value computed on the
 KU1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1223.degrees latitude (g = 980.6199 gals.).
 KU1223
 KU1223.The modeled gravity was interpolated from observed gravity values.
 KU1223
 KU1223;                    North         East    Units  Estimated Accuracy
 KU1223;SPC NY L     -    52,350.      310,290.      MT  (+/- 180 meters Scaled)
 KU1223
 KU1223                          SUPERSEDED SURVEY CONTROL
 KU1223
 KU1223  NGVD 29 (??/??/92)    7.472  (m)           24.51   (f) ADJ UNCH    1 2
 KU1223
 KU1223.Superseded values are not recommended for survey control.
 KU1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1223.See file dsdata.txt to determine how the superseded data were derived.
 KU1223
 KU1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK948991(NAD 83)
 KU1223_MARKER: DB = BENCH MARK DISK
 KU1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1223_SP_SET: FOOTING
 KU1223_STAMPING: A 353 1952
 KU1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1223
 KU1223  HISTORY     - Date     Condition        Report By
 KU1223  HISTORY     - 1952     MONUMENTED       CGS
 KU1223  HISTORY     - 20060523 GOOD             GEOCAC
 KU1223
 KU1223                          STATION DESCRIPTION
 KU1223
 KU1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1223'AT NEW YORK.
 KU1223'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT SOUTHWEST END OF SHORE
 KU1223'PARKWAY BRIDGE OVER FRESH CREEK BASIN, IN THE TOP OF CONCRETE
 KU1223'FOOTING OF SOUTHEAST BRIDGE RAILING, 32 1/2 FEET NORTHEAST OF
 KU1223'SOUTHWEST END OF SOUTHEAST STEEL RAIL OF BRIDGE, 0.3 FOOT
 KU1223'NORTHWEST OF RAIL AND LEVEL WITH BRIDGE SIDE WALK.
 KU1223
 KU1223                          STATION RECOVERY (2006)
 KU1223
 KU1223'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1223'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE HIGHWAY CROSSING THE
 KU1223'BRIDGE IS NOW KNOWN AS THE BELT PARKWAY.  THE MARK IS LOCATED A FEW
 KU1223'INCHES BEHIND A CHAIN LINK FENCE WHICH HAS BEEN ERECTED ALONG THE
 KU1223'SOUTHEAST SIDE OF THE SIDEWALK OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1309 ***********************************************************************
 KU1309  DESIGNATION -  A 354
 KU1309  PID         -  KU1309
 KU1309  STATE/COUNTY-  NY/QUEENS
 KU1309  USGS QUAD   -  JAMAICA (1979)
 KU1309
 KU1309                         *CURRENT SURVEY CONTROL
 KU1309  ___________________________________________________________________
 KU1309* NAD 83(1986)-  40 37 53.     (N)    073 46 06.     (W)     SCALED    
 KU1309* NAVD 88     -         3.188  (meters)      10.46   (feet)  ADJUSTED  
 KU1309  ___________________________________________________________________
 KU1309  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU1309  DYNAMIC HT  -           3.187 (meters)      10.46  (feet)  COMP
 KU1309  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 KU1309
 KU1309  VERT ORDER  -  FIRST     CLASS II
 KU1309
 KU1309.This mark is at John F Kennedy Intl Airport (JFK)
 KU1309
 KU1309.The horizontal coordinates were scaled from a topographic map and have
 KU1309.an estimated accuracy of +/- 6 seconds.
 KU1309
 KU1309.The orthometric height was determined by differential leveling
 KU1309.and adjusted by the National Geodetic Survey in June 1991..
 KU1309
 KU1309.The geoid height was determined by GEOID03.
 KU1309
 KU1309.The dynamic height is computed by dividing the NAVD 88
 KU1309.geopotential number by the normal gravity value computed on the
 KU1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1309.degrees latitude (g = 980.6199 gals.).
 KU1309
 KU1309.The modeled gravity was interpolated from observed gravity values.
 KU1309
 KU1309;                    North         East    Units  Estimated Accuracy
 KU1309;SPC NY L     -    51,630.      319,600.      MT  (+/- 180 meters Scaled)
 KU1309
 KU1309                          SUPERSEDED SURVEY CONTROL
 KU1309
 KU1309  NGVD 29 (??/??/92)    3.524  (m)           11.56   (f) ADJ UNCH    1 2
 KU1309
 KU1309.Superseded values are not recommended for survey control.
 KU1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1309.See file dsdata.txt to determine how the superseded data were derived.
 KU1309
 KU1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK041985(NAD 83)
 KU1309_MARKER: DB = BENCH MARK DISK
 KU1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1309_SP_SET: CONC STRUCTURE
 KU1309_STAMPING: A 354 1952
 KU1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1309
 KU1309  HISTORY     - Date     Condition        Report By
 KU1309  HISTORY     - 1952     MONUMENTED       CGS
 KU1309  HISTORY     - 1959     MARK NOT FOUND   NGS
 KU1309
 KU1309                          STATION DESCRIPTION
 KU1309
 KU1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KU1309'AT NEW YORK.
 KU1309'AT NEW YORK, IN THE BOROUGH OF QUEENS, AT NEW YORK INTERNATIONAL
 KU1309'AIRPORT (IDLEWILD), 99 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 KU1309'OF THE NORTH-SOUTH RUNWAY, IN THE WEST FACE OF A 5 X 8-FOOT CONCRETE
 KU1309'STRUCTURE SUPPORTING TWIN FLOOD LIGHTS, 0.6 FOOT NORTH OF THE
 KU1309'SOUTHWEST CORNER OF THE STRUCTURE.  A STANDARD DISK, STAMPED
 KU1309'A 354 1952, SET VERTICALLY ABOUT 2.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1520 ***********************************************************************
 LX1520  DESIGNATION -  A 355
 LX1520  PID         -  LX1520
 LX1520  STATE/COUNTY-  NY/DUTCHESS
 LX1520  USGS QUAD   -  HOPEWELL JUNCTION (1981)
 LX1520
 LX1520                         *CURRENT SURVEY CONTROL
 LX1520  ___________________________________________________________________
 LX1520* NAD 83(1986)-  41 37 14.     (N)    073 52 03.     (W)     SCALED    
 LX1520* NAVD 88     -        56.011  (meters)     183.76   (feet)  ADJUSTED  
 LX1520  ___________________________________________________________________
 LX1520  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LX1520  DYNAMIC HT  -          55.990 (meters)     183.69  (feet)  COMP
 LX1520  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 LX1520
 LX1520  VERT ORDER  -  FIRST     CLASS II
 LX1520
 LX1520.The horizontal coordinates were scaled from a topographic map and have
 LX1520.an estimated accuracy of +/- 6 seconds.
 LX1520
 LX1520.The orthometric height was determined by differential leveling
 LX1520.and adjusted by the National Geodetic Survey in June 1991..
 LX1520
 LX1520.The geoid height was determined by GEOID03.
 LX1520
 LX1520.The dynamic height is computed by dividing the NAVD 88
 LX1520.geopotential number by the normal gravity value computed on the
 LX1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1520.degrees latitude (g = 980.6199 gals.).
 LX1520
 LX1520.The modeled gravity was interpolated from observed gravity values.
 LX1520
 LX1520;                    North         East    Units  Estimated Accuracy
 LX1520;SPC NY E     -   309,650.      202,710.      MT  (+/- 180 meters Scaled)
 LX1520
 LX1520                          SUPERSEDED SURVEY CONTROL
 LX1520
 LX1520  NGVD 29 (??/??/92)   56.266  (m)          184.60   (f) ADJ UNCH    1 2
 LX1520
 LX1520.Superseded values are not recommended for survey control.
 LX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1520.See file dsdata.txt to determine how the superseded data were derived.
 LX1520
 LX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM943082(NAD 83)
 LX1520_MARKER: DB = BENCH MARK DISK
 LX1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1520_SP_SET: BRIDGE
 LX1520_STAMPING: A 355 1954
 LX1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1520
 LX1520  HISTORY     - Date     Condition        Report By
 LX1520  HISTORY     - 1954     MONUMENTED       CGS
 LX1520  HISTORY     - 1955     GOOD             NGS
 LX1520  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 LX1520
 LX1520                          STATION DESCRIPTION
 LX1520
 LX1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1520'0.8 MI SE FROM NEW HACKENSACK.
 LX1520'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 376 FROM THE
 LX1520'REFORMED CHURCH AT NEW HACKENSACK, ABOUT 0.8 MILE WEST OF
 LX1520'JUNCTION OF A ROAD LEADING EAST, IN THE TOP OF THE EAST END OF
 LX1520'THE SOUTH CONCRETE HEAD WALL OF A 20-FOOT CONCRETE BRIDGE OVER
 LX1520'A SMALL STREAM, 14 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT
 LX1520'1 FOOT ABOVE LEVEL OF HIGHWAY.
 LX1520
 LX1520                          STATION RECOVERY (1991)
 LX1520
 LX1520'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0252 ***********************************************************************
 OE0252  DESIGNATION -  A 356
 OE0252  PID         -  OE0252
 OE0252  STATE/COUNTY-  NY/SARATOGA
 OE0252  USGS QUAD   -  EDINBURG (1970)
 OE0252
 OE0252                         *CURRENT SURVEY CONTROL
 OE0252  ___________________________________________________________________
 OE0252* NAD 83(1986)-  43 11 54.     (N)    074 05 21.     (W)     SCALED    
 OE0252* NAVD 88     -       236.902  (meters)     777.24   (feet)  ADJUSTED  
 OE0252  ___________________________________________________________________
 OE0252  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 OE0252  DYNAMIC HT  -         236.840 (meters)     777.03  (feet)  COMP
 OE0252  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 OE0252
 OE0252  VERT ORDER  -  SECOND    CLASS 0
 OE0252
 OE0252.The horizontal coordinates were scaled from a topographic map and have
 OE0252.an estimated accuracy of +/- 6 seconds.
 OE0252
 OE0252.The orthometric height was determined by differential leveling
 OE0252.and adjusted by the National Geodetic Survey in June 1991..
 OE0252
 OE0252.The geoid height was determined by GEOID03.
 OE0252
 OE0252.The dynamic height is computed by dividing the NAVD 88
 OE0252.geopotential number by the normal gravity value computed on the
 OE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0252.degrees latitude (g = 980.6199 gals.).
 OE0252
 OE0252.The modeled gravity was interpolated from observed gravity values.
 OE0252
 OE0252;                    North         East    Units  Estimated Accuracy
 OE0252;SPC NY E     -   484,790.      183,390.      MT  (+/- 180 meters Scaled)
 OE0252
 OE0252                          SUPERSEDED SURVEY CONTROL
 OE0252
 OE0252  NGVD 29 (??/??/92)  237.026  (m)          777.64   (f) ADJ UNCH    2 0
 OE0252
 OE0252.Superseded values are not recommended for survey control.
 OE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0252.See file dsdata.txt to determine how the superseded data were derived.
 OE0252
 OE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN740832(NAD 83)
 OE0252_MARKER: DB = BENCH MARK DISK
 OE0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0252_SP_SET: CULVERT
 OE0252_STAMPING: A 356 1955
 OE0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0252
 OE0252  HISTORY     - Date     Condition        Report By
 OE0252  HISTORY     - 1955     MONUMENTED       CGS
 OE0252
 OE0252                          STATION DESCRIPTION
 OE0252
 OE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OE0252'0.85 MI SW FROM BACHELLERVILLE.
 OE0252'ABOUT 0.85 MILE SOUTHWEST ALONG A ROAD LEADING TO NORTHAMPTON FROM THE
 OE0252'PRESBYTERIAN CHURCH AT BACHELLERVILLE, IN THE TOP OF THE EAST CORNER
 OE0252'OF A 2 X 2 FT. DROP INLET FOR A CULVERT UNDER THE ROAD, 32 FEET
 OE0252'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHEAST OF THE
 OE0252'NORTHEAST CORNER OF MCCADDENS INN, 62 FEET SOUTHWEST OF THE WEST
 OE0252'CORNER OF BEANS PUPPY DEN AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 OE0252'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0736 ***********************************************************************
 OD0736  DESIGNATION -  A 357
 OD0736  PID         -  OD0736
 OD0736  STATE/COUNTY-  NY/SARATOGA
 OD0736  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0736
 OD0736                         *CURRENT SURVEY CONTROL
 OD0736  ___________________________________________________________________
 OD0736* NAD 83(1986)-  43 16 53.     (N)    073 50 04.     (W)     SCALED    
 OD0736* NAVD 88     -       191.906  (meters)     629.61   (feet)  ADJUSTED  
 OD0736  ___________________________________________________________________
 OD0736  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OD0736  DYNAMIC HT  -         191.861 (meters)     629.46  (feet)  COMP
 OD0736  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 OD0736
 OD0736  VERT ORDER  -  FIRST     CLASS II
 OD0736
 OD0736.The horizontal coordinates were scaled from a topographic map and have
 OD0736.an estimated accuracy of +/- 6 seconds.
 OD0736
 OD0736.The orthometric height was determined by differential leveling
 OD0736.and adjusted by the National Geodetic Survey in June 1991..
 OD0736
 OD0736.The geoid height was determined by GEOID03.
 OD0736
 OD0736.The dynamic height is computed by dividing the NAVD 88
 OD0736.geopotential number by the normal gravity value computed on the
 OD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0736.degrees latitude (g = 980.6199 gals.).
 OD0736
 OD0736.The modeled gravity was interpolated from observed gravity values.
 OD0736
 OD0736;                    North         East    Units  Estimated Accuracy
 OD0736;SPC NY E     -   494,150.      204,020.      MT  (+/- 180 meters Scaled)
 OD0736
 OD0736                          SUPERSEDED SURVEY CONTROL
 OD0736
 OD0736  NGVD 29 (??/??/92)  192.038  (m)          630.04   (f) ADJ UNCH    1 2
 OD0736
 OD0736.Superseded values are not recommended for survey control.
 OD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0736.See file dsdata.txt to determine how the superseded data were derived.
 OD0736
 OD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN945927(NAD 83)
 OD0736_MARKER: DB = BENCH MARK DISK
 OD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0736_STAMPING: A 357 1955
 OD0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0736+STABILITY: SURFACE MOTION
 OD0736
 OD0736  HISTORY     - Date     Condition        Report By
 OD0736  HISTORY     - 1955     MONUMENTED       CGS
 OD0736
 OD0736                          STATION DESCRIPTION
 OD0736
 OD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0736'2.25 MI N FROM CORINTH.
 OD0736'ABOUT 2.25 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0736'STATION AT CORINTH, ABOUT 2.65 MILES SOUTH OF THE STATION AT HADLEY,
 OD0736'ABOUT 0.3 MILE SOUTH OF MILE POST NC 38 - A 57, AT THE SOUTH END OF A
 OD0736'CUT, 67 FEET WEST OF WEST RAIL, 74 FEET WEST-SOUTHWEST OF CENTER OF AN
 OD0736'ABANDONED ROAD CROSSING, 26 FEET SOUTH OF CENTER OF FARM GATE IN FENCE
 OD0736'LINE, 2 FEET EAST OF FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 OD0736'WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 OD0736'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0778 ***********************************************************************
 PG0778  DESIGNATION -  A 358
 PG0778  PID         -  PG0778
 PG0778  STATE/COUNTY-  NY/ESSEX
 PG0778  USGS QUAD   -  
 PG0778
 PG0778                         *CURRENT SURVEY CONTROL
 PG0778  ___________________________________________________________________
 PG0778* NAD 83(1986)-  44 29 36.     (N)    073 28 59.     (W)     SCALED    
 PG0778* NAVD 88     -       155.285  (meters)     509.46   (feet)  ADJUSTED  
 PG0778  ___________________________________________________________________
 PG0778  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0778  DYNAMIC HT  -         155.269 (meters)     509.41  (feet)  COMP
 PG0778  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 PG0778
 PG0778  VERT ORDER  -  FIRST     CLASS II
 PG0778
 PG0778.The horizontal coordinates were scaled from a topographic map and have
 PG0778.an estimated accuracy of +/- 6 seconds.
 PG0778
 PG0778.The orthometric height was determined by differential leveling
 PG0778.and adjusted by the National Geodetic Survey in June 1991..
 PG0778
 PG0778.The geoid height was determined by GEOID03.
 PG0778
 PG0778.The dynamic height is computed by dividing the NAVD 88
 PG0778.geopotential number by the normal gravity value computed on the
 PG0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0778.degrees latitude (g = 980.6199 gals.).
 PG0778
 PG0778.The modeled gravity was interpolated from observed gravity values.
 PG0778
 PG0778;                    North         East    Units  Estimated Accuracy
 PG0778;SPC NY E     -   629,080.      230,880.      MT  (+/- 180 meters Scaled)
 PG0778
 PG0778                          SUPERSEDED SURVEY CONTROL
 PG0778
 PG0778  NGVD 29 (??/??/??)  155.420  (m)          509.91   (f) ADJUSTED    1 2
 PG0778
 PG0778.Superseded values are not recommended for survey control.
 PG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0778.See file dsdata.txt to determine how the superseded data were derived.
 PG0778
 PG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ206277(NAD 83)
 PG0778_MARKER: DB = BENCH MARK DISK
 PG0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0778_SP_SET: CONCRETE SILL
 PG0778_STAMPING: A 358 1955
 PG0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0778
 PG0778  HISTORY     - Date     Condition        Report By
 PG0778  HISTORY     - 1955     MONUMENTED       CGS
 PG0778  HISTORY     - 1973     GOOD             NGS
 PG0778  HISTORY     - 20030625 MARK NOT FOUND   NYDT
 PG0778
 PG0778                          STATION DESCRIPTION
 PG0778
 PG0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0778'0.6 MI S FROM KEESEVILLE.
 PG0778'ABOUT 0.6 MILES SOUTH ALONG US HIGHWAY 9 FROM THE IMMACULATE
 PG0778'CONCEPTION CATHOLIC CHURCH AT KEESEVILLE, AT KEESEVILLE AIRPORT (DIRT
 PG0778'STRIP), 73.5 FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY, AT A
 PG0778'CONCRETE BLOCK BUILDING (NOW TORRINGTON CONSTRUCTION CO. INC.), 49.3
 PG0778'FEET SOUTHWEST OF THE NORTH CORNER, SET IN THE TOP OF CONCRETE SILL OF
 PG0778'A LARGE DOORWAY IN NORTHWEST SIDE OF BUILDING, 0.7 FOOT SOUTHWEST OF
 PG0778'FRAME OF DOORWAY, FLUSH WITH THE FLOOR OF THE BUILDING, ABOUT 1 FOOT
 PG0778'BELOW THE LEVEL OF THE HIGHWAY.
 PG0778
 PG0778                          STATION RECOVERY (2003)
 PG0778
 PG0778'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0698 ***********************************************************************
 PG0698  DESIGNATION -  A 359
 PG0698  PID         -  PG0698
 PG0698  STATE/COUNTY-  NY/ESSEX
 PG0698  USGS QUAD   -  
 PG0698
 PG0698                         *CURRENT SURVEY CONTROL
 PG0698  ___________________________________________________________________
 PG0698* NAD 83(1986)-  44 14 31.     (N)    073 25 49.     (W)     SCALED    
 PG0698* NAVD 88     -        88.367  (meters)     289.92   (feet)  ADJUSTED  
 PG0698  ___________________________________________________________________
 PG0698  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG0698  DYNAMIC HT  -          88.354 (meters)     289.87  (feet)  COMP
 PG0698  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 PG0698
 PG0698  VERT ORDER  -  FIRST     CLASS I
 PG0698
 PG0698.The horizontal coordinates were scaled from a topographic map and have
 PG0698.an estimated accuracy of +/- 6 seconds.
 PG0698
 PG0698.The orthometric height was determined by differential leveling
 PG0698.and adjusted by the National Geodetic Survey in June 1991..
 PG0698
 PG0698.The geoid height was determined by GEOID03.
 PG0698
 PG0698.The dynamic height is computed by dividing the NAVD 88
 PG0698.geopotential number by the normal gravity value computed on the
 PG0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0698.degrees latitude (g = 980.6199 gals.).
 PG0698
 PG0698.The modeled gravity was interpolated from observed gravity values.
 PG0698
 PG0698;                    North         East    Units  Estimated Accuracy
 PG0698;SPC NY E     -   601,200.      235,440.      MT  (+/- 180 meters Scaled)
 PG0698
 PG0698                          SUPERSEDED SURVEY CONTROL
 PG0698
 PG0698  NGVD 29 (??/??/??)   88.518  (m)          290.41   (f) ADJUSTED    1 1
 PG0698
 PG0698.Superseded values are not recommended for survey control.
 PG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0698.See file dsdata.txt to determine how the superseded data were derived.
 PG0698
 PG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP253999(NAD 83)
 PG0698_MARKER: DB = BENCH MARK DISK
 PG0698_SETTING: 66 = SET IN ROCK OUTCROP
 PG0698_SP_SET: ROCK OUTCROP
 PG0698_STAMPING: A 359 1955
 PG0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0698+STABILITY: POSITION/ELEVATION WELL
 PG0698
 PG0698  HISTORY     - Date     Condition        Report By
 PG0698  HISTORY     - 1955     MONUMENTED       CGS
 PG0698  HISTORY     - 1973     GOOD             NGS
 PG0698
 PG0698                          STATION DESCRIPTION
 PG0698
 PG0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0698'2.3 MI SW FROM WHALLONSBURG.
 PG0698'ABOUT 2.3 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILWAY FROM A
 PG0698'RAILROAD OVERPASS OVER A PAVED ROAD AT WHALLONSBURG, AT A GRAVEL ROAD
 PG0698'CROSSING, 0.15 MILES SOUTHWEST OF MILEPOST A 133-RP 58, 33 FEET
 PG0698'NORTHWEST OF CENTER OF CROSSING, 29 FEET NORTHWEST OF THE NORTHWEST
 PG0698'RAIL, 23 FEET WEST OF WARNING SIGNAL LIGHT, SET IN THE TOP OF A NARROW
 PG0698'SHELF IN SOUTHEAST FACE OF A 16 X 18 FOOT EXPOSED PORTION OF SLOPING
 PG0698'GRANITE OUTCROP PROJECTING OUT OF HILL SIDE, ABOUT 1 FOOT BELOW THE
 PG0698'LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0385 ***********************************************************************
 NB0385  DESIGNATION -  A 36
 NB0385  PID         -  NB0385
 NB0385  STATE/COUNTY-  NY/TOMPKINS
 NB0385  USGS QUAD   -  ITHACA WEST (1978)
 NB0385
 NB0385                         *CURRENT SURVEY CONTROL
 NB0385  ___________________________________________________________________
 NB0385* NAD 83(1986)-  42 23 51.     (N)    076 32 35.     (W)     SCALED    
 NB0385* NAVD 88     -       133.049  (meters)     436.51   (feet)  POSTED    
 NB0385  ___________________________________________________________________
 NB0385  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0385  DYNAMIC HT  -         133.000 (meters)     436.35  (feet)  COMP
 NB0385  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 NB0385
 NB0385  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NB0385
 NB0385.The horizontal coordinates were scaled from a topographic map and have
 NB0385.an estimated accuracy of +/- 6 seconds.
 NB0385
 NB0385.The orthometric height was determined by differential leveling
 NB0385.and adjusted by the National Geodetic Survey in 1992..
 NB0385.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NB0385.rate of 3.1 thru 4.0 mm/km.
 NB0385
 NB0385.The geoid height was determined by GEOID03.
 NB0385
 NB0385.The dynamic height is computed by dividing the NAVD 88
 NB0385.geopotential number by the normal gravity value computed on the
 NB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0385.degrees latitude (g = 980.6199 gals.).
 NB0385
 NB0385.The modeled gravity was interpolated from observed gravity values.
 NB0385
 NB0385;                    North         East    Units  Estimated Accuracy
 NB0385;SPC NY C     -   266,250.      253,320.      MT  (+/- 180 meters Scaled)
 NB0385
 NB0385                          SUPERSEDED SURVEY CONTROL
 NB0385
 NB0385  NGVD 29 (??/??/92)  133.205  (m)          437.02   (f) ADJ UNCH    1 2
 NB0385
 NB0385.Superseded values are not recommended for survey control.
 NB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0385.See file dsdata.txt to determine how the superseded data were derived.
 NB0385
 NB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM730950(NAD 83)
 NB0385_MARKER: DB = BENCH MARK DISK
 NB0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0385_SP_SET: STEP
 NB0385_STAMPING: A 36 1932
 NB0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0385
 NB0385  HISTORY     - Date     Condition        Report By
 NB0385  HISTORY     - 1932     MONUMENTED       CGS
 NB0385  HISTORY     - 1934     GOOD             NGS
 NB0385  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0385  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0385  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0385  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 NB0385
 NB0385                          STATION DESCRIPTION
 NB0385
 NB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NB0385'2.3 MI NE FROM NEWFIELD.
 NB0385'ON THE LEHIGH VALLEY RAILROAD, 0.4 MILE SOUTHWEST OF MILEPOST 304,
 NB0385'AT RAILROAD BRIDGE I 303, IN THE NORTHEAST END OF THE EAST
 NB0385'WINGWALL OF THE NORTHEAST ABUTMENT, IN THE TOP OF THE UPPER STEP OF
 NB0385'THE WINGWALL.
 NB0385
 NB0385                          STATION RECOVERY (1934)
 NB0385
 NB0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NB0385'RECOVERED IN GOOD CONDITION.
 NB0385
 NB0385                          STATION RECOVERY (1982)
 NB0385
 NB0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0385'NOT RECOVERED, THE WINGWALL HAS DETERIORATED AND NO SIGN OF
 NB0385'THE DISK COULD BE FOUND.
 NB0385
 NB0385                          STATION RECOVERY (1985)
 NB0385
 NB0385'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0385'MARK NOT FOUND.
 NB0385
 NB0385                          STATION RECOVERY (1985)
 NB0385
 NB0385'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0385'MARK NOT FOUND.
 NB0385
 NB0385                          STATION RECOVERY (1994)
 NB0385
 NB0385'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0460 ***********************************************************************
 OD0460  DESIGNATION -  A 360
 OD0460  PID         -  OD0460
 OD0460  STATE/COUNTY-  NY/WASHINGTON
 OD0460  USGS QUAD   -  WHITEHALL (1950)
 OD0460
 OD0460                         *CURRENT SURVEY CONTROL
 OD0460  ___________________________________________________________________
 OD0460* NAD 83(1986)-  43 30 38.     (N)    073 24 50.     (W)     SCALED    
 OD0460* NAVD 88     -        37.247  (meters)     122.20   (feet)  ADJUSTED  
 OD0460  ___________________________________________________________________
 OD0460  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 OD0460  DYNAMIC HT  -          37.239 (meters)     122.17  (feet)  COMP
 OD0460  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 OD0460
 OD0460  VERT ORDER  -  FIRST     CLASS I
 OD0460
 OD0460.The horizontal coordinates were scaled from a topographic map and have
 OD0460.an estimated accuracy of +/- 6 seconds.
 OD0460
 OD0460.The orthometric height was determined by differential leveling
 OD0460.and adjusted by the National Geodetic Survey in June 1991..
 OD0460.WARNING-Repeat measurements at this control monument indicate possible
 OD0460.vertical movement.
 OD0460
 OD0460.The geoid height was determined by GEOID03.
 OD0460
 OD0460.The dynamic height is computed by dividing the NAVD 88
 OD0460.geopotential number by the normal gravity value computed on the
 OD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0460.degrees latitude (g = 980.6199 gals.).
 OD0460
 OD0460.The modeled gravity was interpolated from observed gravity values.
 OD0460
 OD0460;                    North         East    Units  Estimated Accuracy
 OD0460;SPC NY E     -   519,960.      237,820.      MT  (+/- 180 meters Scaled)
 OD0460
 OD0460                          SUPERSEDED SURVEY CONTROL
 OD0460
 OD0460.No superseded survey control is available for this station.
 OD0460
 OD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP282187(NAD 83)
 OD0460_MARKER: DB = BENCH MARK DISK
 OD0460_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OD0460+WITH SETTING: INTO GROUND
 OD0460_STAMPING: A 360 1955
 OD0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0460+STABILITY: SURFACE MOTION
 OD0460
 OD0460  HISTORY     - Date     Condition        Report By
 OD0460  HISTORY     - 1955     MONUMENTED       CGS
 OD0460  HISTORY     - 1973     GOOD             NGS
 OD0460
 OD0460                          STATION DESCRIPTION
 OD0460
 OD0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0460'2.6 MI SW FROM WHITEHALL.
 OD0460'ABOUT 2.6 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0460'THE STATION AT WHITEHALL, 16 RAILS OR 208 YARDS SOUTHWEST OF MILEPOST
 OD0460'A75-RP116, ABOUT 84 YARDS NORTHEAST OF THE SOUTHEAST END OF A
 OD0460'QUADRUPLE PIPE CULVERT, 24.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 OD0460'THE SOUTHEAST TRACK, 75 FEET NORTHEAST OF TELEPHONE POLE E46, 1.6 FEET
 OD0460'WEST OF A 4-FOOT HIGH LENGTH OF RAIL SET VERTICALLY IN GROUND, 1.4
 OD0460'FEET NORTHWEST OF A FENCE LINE, 1.6 FEET NORTH OF A WOODEN WITNESS
 OD0460'POST, 3 1/2 FEET BELOW LEVEL OF RAILS, A DISK WELDED ON TOP OF A 3 1/2
 OD0460'INCH IRON PIPE AND PROJECTING 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0349 ***********************************************************************
 OD0349  DESIGNATION -  A 361
 OD0349  PID         -  OD0349
 OD0349  STATE/COUNTY-  NY/WASHINGTON
 OD0349  USGS QUAD   -  PUTNAM (1950)
 OD0349
 OD0349                         *CURRENT SURVEY CONTROL
 OD0349  ___________________________________________________________________
 OD0349* NAD 83(1986)-  43 40 57.     (N)    073 24 22.     (W)     SCALED    
 OD0349* NAVD 88     -        32.900  (meters)     107.94   (feet)  ADJUSTED  
 OD0349  ___________________________________________________________________
 OD0349  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 OD0349  DYNAMIC HT  -          32.894 (meters)     107.92  (feet)  COMP
 OD0349  MODELED GRAV-     980,433.3   (mgal)                       NAVD 88
 OD0349
 OD0349  VERT ORDER  -  FIRST     CLASS I
 OD0349
 OD0349.The horizontal coordinates were scaled from a topographic map and have
 OD0349.an estimated accuracy of +/- 6 seconds.
 OD0349
 OD0349.The orthometric height was determined by differential leveling
 OD0349.and adjusted by the National Geodetic Survey in June 1991..
 OD0349
 OD0349.The geoid height was determined by GEOID03.
 OD0349
 OD0349.The dynamic height is computed by dividing the NAVD 88
 OD0349.geopotential number by the normal gravity value computed on the
 OD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0349.degrees latitude (g = 980.6199 gals.).
 OD0349
 OD0349.The modeled gravity was interpolated from observed gravity values.
 OD0349
 OD0349;                    North         East    Units  Estimated Accuracy
 OD0349;SPC NY E     -   539,070.      238,200.      MT  (+/- 180 meters Scaled)
 OD0349
 OD0349                          SUPERSEDED SURVEY CONTROL
 OD0349
 OD0349.No superseded survey control is available for this station.
 OD0349
 OD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP284378(NAD 83)
 OD0349_MARKER: DB = BENCH MARK DISK
 OD0349_SETTING: 66 = SET IN ROCK OUTCROP
 OD0349_SP_SET: ROCK CUT
 OD0349_STAMPING: A 361 1955
 OD0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0349+STABILITY: POSITION/ELEVATION WELL
 OD0349
 OD0349  HISTORY     - Date     Condition        Report By
 OD0349  HISTORY     - 1955     MONUMENTED       CGS
 OD0349  HISTORY     - 1973     GOOD             NGS
 OD0349
 OD0349                          STATION DESCRIPTION
 OD0349
 OD0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0349'10.50 MI NW FROM WHITEHALL.
 OD0349'ABOUT 10.50 MILES NORTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD
 OD0349'FROM THE OVERPASS OF U.S. HIGHWAY 4 AT WHITEHALL, SET VERTICALLY IN
 OD0349'THE NORTHWEST FACE OF A 25-FOOT HIGH ROCK CUT, ON THE OUTSIDE OF A
 OD0349'SLIGHT CURVE, 193.5 FEET NORTHEAST OF MILEPOST A88-RP103, 29 FEET
 OD0349'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 11.3 FEET SOUTHEAST OF THE
 OD0349'SOUTHEAST RAIL, 1.8 FEET ABOVE GROUND AND ABOUT LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0437 ***********************************************************************
 PG0437  DESIGNATION -  A 362
 PG0437  PID         -  PG0437
 PG0437  STATE/COUNTY-  NY/ESSEX
 PG0437  USGS QUAD   -  KEESEVILLE (1966)
 PG0437
 PG0437                         *CURRENT SURVEY CONTROL
 PG0437  ___________________________________________________________________
 PG0437* NAD 83(1986)-  44 33 09.     (N)    073 25 48.     (W)     SCALED    
 PG0437* NAVD 88     -        35.582  (meters)     116.74   (feet)  ADJUSTED  
 PG0437  ___________________________________________________________________
 PG0437  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PG0437  DYNAMIC HT  -          35.579 (meters)     116.73  (feet)  COMP
 PG0437  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 PG0437
 PG0437  VERT ORDER  -  FIRST     CLASS I
 PG0437
 PG0437.The horizontal coordinates were scaled from a topographic map and have
 PG0437.an estimated accuracy of +/- 6 seconds.
 PG0437
 PG0437.The orthometric height was determined by differential leveling
 PG0437.and adjusted by the National Geodetic Survey in June 1991..
 PG0437
 PG0437.The geoid height was determined by GEOID03.
 PG0437
 PG0437.The dynamic height is computed by dividing the NAVD 88
 PG0437.geopotential number by the normal gravity value computed on the
 PG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0437.degrees latitude (g = 980.6199 gals.).
 PG0437
 PG0437.The modeled gravity was interpolated from observed gravity values.
 PG0437
 PG0437;                    North         East    Units  Estimated Accuracy
 PG0437;SPC NY E     -   635,710.      235,010.      MT  (+/- 180 meters Scaled)
 PG0437
 PG0437                          SUPERSEDED SURVEY CONTROL
 PG0437
 PG0437  NGVD 29 (??/??/??)   35.730  (m)          117.22   (f) ADJUSTED    1 1
 PG0437
 PG0437.Superseded values are not recommended for survey control.
 PG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0437.See file dsdata.txt to determine how the superseded data were derived.
 PG0437
 PG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ247344(NAD 83)
 PG0437_MARKER: DB = BENCH MARK DISK
 PG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0437_STAMPING: A 362 1955
 PG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0437+STABILITY: SURFACE MOTION
 PG0437
 PG0437  HISTORY     - Date     Condition        Report By
 PG0437  HISTORY     - 1955     MONUMENTED       CGS
 PG0437  HISTORY     - 1973     GOOD             NGS
 PG0437
 PG0437                          STATION DESCRIPTION
 PG0437
 PG0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0437'2.6 MI NW FROM PORT KENT.
 PG0437'ABOUT 2.6 MILES NORTHWEST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0437'THE CROSSING WITH STATE HIGHWAY 373 AT PORT KENT, 0.25 MILES SOUTHEAST
 PG0437'OF A STEEL BRIDGE OVER THE SOUTH BRANCH OF THE AUSABLE RIVER, 117
 PG0437'YARDS SOUTHEAST OF MILEPOST A 157-RP 34, 93 FEET SOUTH OF THE CENTER
 PG0437'OF THE CROSSING WITH A PAVED ROAD LEADING EAST TO AUSABLE BEACH, 60
 PG0437'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4.7 FEET SOUTHEAST OF A POWER
 PG0437'POLE E 21-L14A-110, IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 PG0437'ABOUT 5 FEET ABOVE THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0531 ***********************************************************************
 PG0531  DESIGNATION -  A 363
 PG0531  PID         -  PG0531
 PG0531  STATE/COUNTY-  NY/CLINTON
 PG0531  USGS QUAD   -  BEEKMANTOWN (1966)
 PG0531
 PG0531                         *CURRENT SURVEY CONTROL
 PG0531  ___________________________________________________________________
 PG0531* NAD 83(1986)-  44 50 57.     (N)    073 29 33.     (W)     SCALED    
 PG0531* NAVD 88     -        75.556  (meters)     247.89   (feet)  ADJUSTED  
 PG0531  ___________________________________________________________________
 PG0531  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PG0531  DYNAMIC HT  -          75.554 (meters)     247.88  (feet)  COMP
 PG0531  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 PG0531
 PG0531  VERT ORDER  -  FIRST     CLASS I
 PG0531
 PG0531.The horizontal coordinates were scaled from a topographic map and have
 PG0531.an estimated accuracy of +/- 6 seconds.
 PG0531
 PG0531.The orthometric height was determined by differential leveling
 PG0531.and adjusted by the National Geodetic Survey in June 1991..
 PG0531
 PG0531.The geoid height was determined by GEOID03.
 PG0531
 PG0531.The dynamic height is computed by dividing the NAVD 88
 PG0531.geopotential number by the normal gravity value computed on the
 PG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0531.degrees latitude (g = 980.6199 gals.).
 PG0531
 PG0531.The modeled gravity was interpolated from observed gravity values.
 PG0531
 PG0531;                    North         East    Units  Estimated Accuracy
 PG0531;SPC NY E     -   668,610.      229,640.      MT  (+/- 180 meters Scaled)
 PG0531
 PG0531                          SUPERSEDED SURVEY CONTROL
 PG0531
 PG0531  NGVD 29 (??/??/??)   75.666  (m)          248.25   (f) ADJUSTED    1 1
 PG0531
 PG0531.Superseded values are not recommended for survey control.
 PG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0531.See file dsdata.txt to determine how the superseded data were derived.
 PG0531
 PG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ191673(NAD 83)
 PG0531_MARKER: DB = BENCH MARK DISK
 PG0531_SETTING: 66 = SET IN ROCK OUTCROP
 PG0531_SP_SET: ROCK CUT
 PG0531_STAMPING: A 363 1955
 PG0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0531+STABILITY: POSITION/ELEVATION WELL
 PG0531
 PG0531  HISTORY     - Date     Condition        Report By
 PG0531  HISTORY     - 1955     MONUMENTED       CGS
 PG0531  HISTORY     - 1973     GOOD             NGS
 PG0531
 PG0531                          STATION DESCRIPTION
 PG0531
 PG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0531'2.15 MI NE FROM WEST CHAZY.
 PG0531'ABOUT 2.15 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0531'THE CROSSING OF STATE HIGHWAY 348 AT WEST CHAZY, ABOUT 0.3 MILE
 PG0531'SOUTHWEST OF THE CROSSING OF CLARK STREET, 80 PACES SOUTHWEST OF
 PG0531'MILEPOST A 179-RP12, 51 FEET NORTH OF POWER POLE T 140, 8 FEET
 PG0531'SOUTHEAST OF THE SOUTHEAST RAIL, 36.4 FEET SOUTHEAST OF AND ACROSS THE
 PG0531'TRACK FROM A TELEPHONE POLE BRACED BY A GUY WIRE, SET VERTICALLY IN
 PG0531'THE NORTHWEST FACE OF A 7-FOOT ROCK CUT, 2.2 FEET ABOVE THE GROUND AND
 PG0531'ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0254 ***********************************************************************
 PH0254  DESIGNATION -  A 364
 PH0254  PID         -  PH0254
 PH0254  STATE/COUNTY-  NY/ESSEX
 PH0254  USGS QUAD   -  
 PH0254
 PH0254                         *CURRENT SURVEY CONTROL
 PH0254  ___________________________________________________________________
 PH0254* NAD 83(1986)-  44 16 57.     (N)    074 02 41.     (W)     SCALED    
 PH0254* NAVD 88     -       498.125  (meters)    1634.27   (feet)  ADJUSTED  
 PH0254  ___________________________________________________________________
 PH0254  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 PH0254  DYNAMIC HT  -         498.029 (meters)    1633.95  (feet)  COMP
 PH0254  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 PH0254
 PH0254  VERT ORDER  -  SECOND    CLASS 0
 PH0254
 PH0254.The horizontal coordinates were scaled from a topographic map and have
 PH0254.an estimated accuracy of +/- 6 seconds.
 PH0254
 PH0254.The orthometric height was determined by differential leveling
 PH0254.and adjusted by the National Geodetic Survey in June 1991..
 PH0254
 PH0254.The geoid height was determined by GEOID03.
 PH0254
 PH0254.The dynamic height is computed by dividing the NAVD 88
 PH0254.geopotential number by the normal gravity value computed on the
 PH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0254.degrees latitude (g = 980.6199 gals.).
 PH0254
 PH0254.The modeled gravity was interpolated from observed gravity values.
 PH0254
 PH0254;                    North         East    Units  Estimated Accuracy
 PH0254;SPC NY E     -   605,250.      186,340.      MT  (+/- 180 meters Scaled)
 PH0254
 PH0254                          SUPERSEDED SURVEY CONTROL
 PH0254
 PH0254.No superseded survey control is available for this station.
 PH0254
 PH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ762036(NAD 83)
 PH0254_MARKER: DB = BENCH MARK DISK
 PH0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0254_SP_SET: CULVERT
 PH0254_STAMPING: A 364 1955
 PH0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0254
 PH0254  HISTORY     - Date     Condition        Report By
 PH0254  HISTORY     - 1955     MONUMENTED       CGS
 PH0254  HISTORY     - 1963     GOOD             LDA
 PH0254
 PH0254                          STATION DESCRIPTION
 PH0254
 PH0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PH0254'3.1 MI W FROM LAKE PLACID.
 PH0254'ABOUT 3.1 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PH0254'STATION AT LAKE PLACID, ABOUT 8 1/2 TELEPHONE POLES WEST OF MILE POST
 PH0254'LP 3, IN THE TOP OF WEST END OF NORTH CONCRETE HEAD WALL OF A 5-FOOT
 PH0254'CONCRETE BOX CULVERT, 11 FEET NORTH OF NORTH RAIL, 1 FOOT EAST OF WEST
 PH0254'END OF HEAD WALL AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 PH0254
 PH0254                          STATION RECOVERY (1963)
 PH0254
 PH0254'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1096 ***********************************************************************
 OE1096  DESIGNATION -  A 365
 OE1096  PID         -  OE1096
 OE1096  STATE/COUNTY-  NY/ONEIDA
 OE1096  USGS QUAD   -  CAMDEN EAST (1955)
 OE1096
 OE1096                         *CURRENT SURVEY CONTROL
 OE1096  ___________________________________________________________________
 OE1096* NAD 83(1986)-  43 15 47.     (N)    075 40 18.     (W)     SCALED    
 OE1096* NAVD 88     -       162.401  (meters)     532.81   (feet)  ADJUSTED  
 OE1096  ___________________________________________________________________
 OE1096  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 OE1096  DYNAMIC HT  -         162.363 (meters)     532.69  (feet)  COMP
 OE1096  MODELED GRAV-     980,386.7   (mgal)                       NAVD 88
 OE1096
 OE1096  VERT ORDER  -  SECOND    CLASS 0
 OE1096
 OE1096.The horizontal coordinates were scaled from a topographic map and have
 OE1096.an estimated accuracy of +/- 6 seconds.
 OE1096
 OE1096.The orthometric height was determined by differential leveling
 OE1096.and adjusted by the National Geodetic Survey in June 1991..
 OE1096
 OE1096.The geoid height was determined by GEOID03.
 OE1096
 OE1096.The dynamic height is computed by dividing the NAVD 88
 OE1096.geopotential number by the normal gravity value computed on the
 OE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1096.degrees latitude (g = 980.6199 gals.).
 OE1096
 OE1096.The modeled gravity was interpolated from observed gravity values.
 OE1096
 OE1096;                    North         East    Units  Estimated Accuracy
 OE1096;SPC NY C     -   362,800.      324,020.      MT  (+/- 180 meters Scaled)
 OE1096
 OE1096                          SUPERSEDED SURVEY CONTROL
 OE1096
 OE1096  NGVD 29 (??/??/92)  162.594  (m)          533.44   (f) ADJ UNCH    2 0
 OE1096
 OE1096.Superseded values are not recommended for survey control.
 OE1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1096.See file dsdata.txt to determine how the superseded data were derived.
 OE1096
 OE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN454902(NAD 83)
 OE1096_MARKER: DB = BENCH MARK DISK
 OE1096_SETTING: 66 = SET IN ROCK OUTCROP
 OE1096_SP_SET: ROCK OUTCROP
 OE1096_STAMPING: A 365 1956
 OE1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE1096+STABILITY: POSITION/ELEVATION WELL
 OE1096
 OE1096  HISTORY     - Date     Condition        Report By
 OE1096  HISTORY     - 1956     MONUMENTED       CGS
 OE1096
 OE1096                          STATION DESCRIPTION
 OE1096
 OE1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OE1096'2.2 MI SE FROM MCCONNELLSVILLE.
 OE1096'0.7 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE NEW YORK CENTRAL
 OE1096'RAILROAD STATION AT MCCONNELLSVILLE, ONEIDA COUNTY, THENCE 1.0 MILE
 OE1096'SOUTHEAST ALONG A BLACK-TOP ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A
 OE1096'BLACK-TOP ROAD, AND THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD.  49
 OE1096'FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 169 FEET SOUTHWEST
 OE1096'OF TELEPHONE POLE 9, 119 FEET SOUTHEAST ACROSS THE ROAD FROM POWER
 OE1096'POLE NM 4, IN THE TOP OF THE EAST-SOUTHEAST EDGE ROCK OUTCROP, 2 FEET
 OE1096'WEST-NORTHWEST OF THE EDGE, AND 2 FEET ABOVE THE LEVEL OF THE ROAD.  A
 OE1096'STANDARD DISK, STAMPED A 365 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0020 ***********************************************************************
 NC0020  DESIGNATION -  A 3.66
 NC0020  PID         -  NC0020
 NC0020  STATE/COUNTY-  NY/WYOMING
 NC0020  USGS QUAD   -  CASTILE (1976)
 NC0020
 NC0020                         *CURRENT SURVEY CONTROL
 NC0020  ___________________________________________________________________
 NC0020* NAD 83(1986)-  42 40 47.     (N)    078 02 20.     (W)     SCALED    
 NC0020* NAVD 88     -       414.49   (+/-2cm)    1359.9    (feet)  VERTCON   
 NC0020  ___________________________________________________________________
 NC0020  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NC0020
 NC0020  VERT ORDER  -  THIRD (See Below)
 NC0020
 NC0020.The horizontal coordinates were scaled from a topographic map and have
 NC0020.an estimated accuracy of +/- 6 seconds.
 NC0020
 NC0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0020.The vertical order pertains to the NGVD 29 superseded value.
 NC0020
 NC0020.The geoid height was determined by GEOID03.
 NC0020
 NC0020;                    North         East    Units  Estimated Accuracy
 NC0020;SPC NY W     -   297,740.      394,620.      MT  (+/- 180 meters Scaled)
 NC0020
 NC0020                          SUPERSEDED SURVEY CONTROL
 NC0020
 NC0020  NGVD 29 (??/??/??)  414.63   (m)         1360.3    (f) RESET       3  
 NC0020
 NC0020.Superseded values are not recommended for survey control.
 NC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0020.See file dsdata.txt to determine how the superseded data were derived.
 NC0020
 NC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH426295(NAD 83)
 NC0020_MARKER: Z = SEE DESCRIPTION
 NC0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0020_SP_SET: CULVERT
 NC0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0020
 NC0020  HISTORY     - Date     Condition        Report By
 NC0020  HISTORY     - UNK      MONUMENTED       BORR
 NC0020  HISTORY     - 1929     GOOD             NGS
 NC0020
 NC0020                          STATION DESCRIPTION
 NC0020
 NC0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0020'IN PERRY.
 NC0020'ON CULVERT A-3.66, ON LEFT SIDE OF TRACK, AT CENTERLINE OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1205 ***********************************************************************
 KU1205  DESIGNATION -  A 37
 KU1205  PID         -  KU1205
 KU1205  STATE/COUNTY-  NY/QUEENS
 KU1205  USGS QUAD   -  LYNBROOK (1969)
 KU1205
 KU1205                         *CURRENT SURVEY CONTROL
 KU1205  ___________________________________________________________________
 KU1205* NAD 83(1986)-  40 40 02.     (N)    073 44 12.     (W)     SCALED    
 KU1205* NAVD 88     -         8.967  (meters)      29.42   (feet)  ADJUSTED  
 KU1205  ___________________________________________________________________
 KU1205  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1205  DYNAMIC HT  -           8.963 (meters)      29.41  (feet)  COMP
 KU1205  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KU1205
 KU1205  VERT ORDER  -  FIRST     CLASS II
 KU1205
 KU1205.The horizontal coordinates were scaled from a topographic map and have
 KU1205.an estimated accuracy of +/- 6 seconds.
 KU1205
 KU1205.The orthometric height was determined by differential leveling
 KU1205.and adjusted by the National Geodetic Survey in June 1991..
 KU1205
 KU1205.The geoid height was determined by GEOID03.
 KU1205
 KU1205.The dynamic height is computed by dividing the NAVD 88
 KU1205.geopotential number by the normal gravity value computed on the
 KU1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1205.degrees latitude (g = 980.6199 gals.).
 KU1205
 KU1205.The modeled gravity was interpolated from observed gravity values.
 KU1205
 KU1205;                    North         East    Units  Estimated Accuracy
 KU1205;SPC NY L     -    55,620.      322,270.      MT  (+/- 180 meters Scaled)
 KU1205
 KU1205                          SUPERSEDED SURVEY CONTROL
 KU1205
 KU1205  NGVD 29 (??/??/92)    9.303  (m)           30.52   (f) ADJ UNCH    1 2
 KU1205
 KU1205.Superseded values are not recommended for survey control.
 KU1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1205.See file dsdata.txt to determine how the superseded data were derived.
 KU1205
 KU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL067025(NAD 83)
 KU1205_MARKER: DB = BENCH MARK DISK
 KU1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1205_SP_SET: BUILDING
 KU1205_STAMPING: A 37 1932 30.540
 KU1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1205
 KU1205  HISTORY     - Date     Condition        Report By
 KU1205  HISTORY     - 1932     MONUMENTED       CGS
 KU1205  HISTORY     - 1952     GOOD             NGS
 KU1205
 KU1205                          STATION DESCRIPTION
 KU1205
 KU1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1205'AT NEW YORK.
 KU1205'AT NEW YORK, IN BOROUGH OF QUEENS, AT ROSEDALE, AT INTERSECTION
 KU1205'OF FRANCIS LEWIS BOULEVARD AND 241ST STREET, 12 1/2 FEET WEST OF
 KU1205'WEST CURB OF 241ST STREET, 32 FEET NORTHEAST OF NORTHEAST CURB
 KU1205'OF FRANCIS LEWIS BOULEVARD, SET VERTICALLY IN EAST FACE OF A BRICK
 KU1205'BUILDING (BAKERY), 4.6 FEET NORTH OF NORTH EDGE OF SHOW WINDOW AND
 KU1205'5 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0159 ***********************************************************************
 KU0159  DESIGNATION -  A 372
 KU0159  PID         -  KU0159
 KU0159  STATE/COUNTY-  NY/SUFFOLK
 KU0159  USGS QUAD   -  QUOGUE (1956)
 KU0159
 KU0159                         *CURRENT SURVEY CONTROL
 KU0159  ___________________________________________________________________
 KU0159* NAD 83(1986)-  40 50 03.     (N)    072 36 27.     (W)     SCALED    
 KU0159* NAVD 88     -         9.765  (meters)      32.04   (feet)  ADJUSTED  
 KU0159  ___________________________________________________________________
 KU0159  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU0159  DYNAMIC HT  -           9.761 (meters)      32.02  (feet)  COMP
 KU0159  MODELED GRAV-     980,229.9   (mgal)                       NAVD 88
 KU0159
 KU0159  VERT ORDER  -  SECOND    CLASS 0
 KU0159
 KU0159.The horizontal coordinates were scaled from a topographic map and have
 KU0159.an estimated accuracy of +/- 6 seconds.
 KU0159
 KU0159.The orthometric height was determined by differential leveling
 KU0159.and adjusted by the National Geodetic Survey in June 1991..
 KU0159
 KU0159.The geoid height was determined by GEOID03.
 KU0159
 KU0159.The dynamic height is computed by dividing the NAVD 88
 KU0159.geopotential number by the normal gravity value computed on the
 KU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0159.degrees latitude (g = 980.6199 gals.).
 KU0159
 KU0159.The modeled gravity was interpolated from observed gravity values.
 KU0159
 KU0159;                    North         East    Units  Estimated Accuracy
 KU0159;SPC NY L     -    75,060.      417,450.      MT  (+/- 180 meters Scaled)
 KU0159
 KU0159                          SUPERSEDED SURVEY CONTROL
 KU0159
 KU0159  NGVD 29 (??/??/92)   10.048  (m)           32.97   (f) ADJ UNCH    2 0
 KU0159
 KU0159.Superseded values are not recommended for survey control.
 KU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0159.See file dsdata.txt to determine how the superseded data were derived.
 KU0159
 KU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL017231(NAD 83)
 KU0159_MARKER: DB = BENCH MARK DISK
 KU0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0159_STAMPING: A 372 1956
 KU0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0159+STABILITY: SURFACE MOTION
 KU0159
 KU0159  HISTORY     - Date     Condition        Report By
 KU0159  HISTORY     - 1956     MONUMENTED       CGS
 KU0159  HISTORY     - 1986     GOOD             USPSQD
 KU0159  HISTORY     - 19950201 GOOD             USPSQD
 KU0159
 KU0159                          STATION DESCRIPTION
 KU0159
 KU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0159'0.4 MI W FROM QUOGUE.
 KU0159'0.4 MILE WEST ALONG THE LONG ISLAND RAILROAD FROM THE RAILROAD
 KU0159'STATION AT QUOGUE, AT AN ASPHALT ROAD CROSSING, AT THE NORTHWEST
 KU0159'CORNER OF A POWER SUB-STATION, 210 FEET WEST OF MILE POST NO. 76,
 KU0159'48 FEET EAST OF CENTERLINE OF ROAD, 30 FEET SOUTH OF THE SOUTH
 KU0159'RAIL, 3.5 FEET NORTHEAST OF NORTHWEST FENCE CORNER AROUND
 KU0159'SUB-STATION, 1.5 FEET NORTH OF FENCE, 2.5 FEET WEST OF A WITNESS
 KU0159'POST, ABOUT 4 FEET BELOW THE LEVEL OF TRACK, SET IN TOP OF
 KU0159'CONCRETE POST PROJECTING 2 INCHES.
 KU0159
 KU0159                          STATION RECOVERY (1986)
 KU0159
 KU0159'RECOVERY NOTE BY US POWER SQUADRON 1986 (KJ)
 KU0159'RECOVERED IN GOOD CONDITION.
 KU0159
 KU0159                          STATION RECOVERY (1995)
 KU0159
 KU0159'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0301 ***********************************************************************
 LX0301  DESIGNATION -  A 373
 LX0301  PID         -  LX0301
 LX0301  STATE/COUNTY-  NY/SUFFOLK
 LX0301  USGS QUAD   -  GREENPORT (1956)
 LX0301
 LX0301                         *CURRENT SURVEY CONTROL
 LX0301  ___________________________________________________________________
 LX0301* NAD 83(1986)-  41 03 35.     (N)    072 21 31.     (W)     SCALED    
 LX0301* NAVD 88     -         7.363  (meters)      24.16   (feet)  ADJUSTED  
 LX0301  ___________________________________________________________________
 LX0301  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 LX0301  DYNAMIC HT  -           7.360 (meters)      24.15  (feet)  COMP
 LX0301  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 LX0301
 LX0301  VERT ORDER  -  SECOND    CLASS 0
 LX0301
 LX0301.The horizontal coordinates were scaled from a topographic map and have
 LX0301.an estimated accuracy of +/- 6 seconds.
 LX0301
 LX0301.The orthometric height was determined by differential leveling
 LX0301.and adjusted by the National Geodetic Survey in June 1991..
 LX0301
 LX0301.The geoid height was determined by GEOID03.
 LX0301
 LX0301.The dynamic height is computed by dividing the NAVD 88
 LX0301.geopotential number by the normal gravity value computed on the
 LX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0301.degrees latitude (g = 980.6199 gals.).
 LX0301
 LX0301.The modeled gravity was interpolated from observed gravity values.
 LX0301
 LX0301;                    North         East    Units  Estimated Accuracy
 LX0301;SPC NY L     -   100,470.      437,970.      MT  (+/- 180 meters Scaled)
 LX0301
 LX0301                          SUPERSEDED SURVEY CONTROL
 LX0301
 LX0301  NGVD 29 (??/??/92)    7.651  (m)           25.10   (f) ADJ UNCH    2 0
 LX0301
 LX0301.Superseded values are not recommended for survey control.
 LX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0301.See file dsdata.txt to determine how the superseded data were derived.
 LX0301
 LX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL219487(NAD 83)
 LX0301_MARKER: DB = BENCH MARK DISK
 LX0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0301_STAMPING: A 373 1956
 LX0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0301+STABILITY: SURFACE MOTION
 LX0301
 LX0301  HISTORY     - Date     Condition        Report By
 LX0301  HISTORY     - 1956     MONUMENTED       CGS
 LX0301
 LX0301                          STATION DESCRIPTION
 LX0301
 LX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0301'3 MI NW FROM SHELTER ISLAND.
 LX0301'0.95 MILE NORTHWEST ALONG STATE HIGHWAY 114 FROM THE TOWN HALL
 LX0301'AT SHELTER ISLAND, THENCE 0.45 MILE WEST ALONG ROAD LEADING TO
 LX0301'SHELTER ISLAND HOUSE, THENCE 1 MILE SOUTH ALONG WEST NECK ROAD,
 LX0301'THENCE 0.5 MILE EAST ALONG ENTRANCE ROAD TO FARM, THENCE 0.05
 LX0301'MILE SOUTHEAST TO THE SOUTHWEST CORNER OF THE WESTMORLAND
 LX0301'FARM AIRPORT.  11 FEET SOUTHEAST OF A FENCE CORNER, 1.6 FEET
 LX0301'SOUTHEAST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE.
 LX0301'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0485 ***********************************************************************
 LX0485  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0485  DESIGNATION -  A 374
 LX0485  PID         -  LX0485
 LX0485  STATE/COUNTY-  NY/SUFFOLK
 LX0485  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX0485
 LX0485                         *CURRENT SURVEY CONTROL
 LX0485  ___________________________________________________________________
 LX0485* NAD 83(1986)-  41 00 23.     (N)    072 33 27.     (W)     SCALED    
 LX0485* NAVD 88     -        17.742  (meters)      58.21   (feet)  ADJUSTED  
 LX0485  ___________________________________________________________________
 LX0485  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 LX0485  DYNAMIC HT  -          17.735 (meters)      58.19  (feet)  COMP
 LX0485  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 LX0485
 LX0485  VERT ORDER  -  SECOND    CLASS 0
 LX0485
 LX0485.The horizontal coordinates were scaled from a topographic map and have
 LX0485.an estimated accuracy of +/- 6 seconds.
 LX0485
 LX0485.The orthometric height was determined by differential leveling
 LX0485.and adjusted by the National Geodetic Survey in June 1991..
 LX0485
 LX0485.This Tidal Bench Mark is designated as VM 17591
 LX0485.by the Center for Operational Oceanographic Products and Services.
 LX0485
 LX0485.The geoid height was determined by GEOID03.
 LX0485
 LX0485.The dynamic height is computed by dividing the NAVD 88
 LX0485.geopotential number by the normal gravity value computed on the
 LX0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0485.degrees latitude (g = 980.6199 gals.).
 LX0485
 LX0485.The modeled gravity was interpolated from observed gravity values.
 LX0485
 LX0485;                    North         East    Units  Estimated Accuracy
 LX0485;SPC NY L     -    94,250.      421,350.      MT  (+/- 180 meters Scaled)
 LX0485
 LX0485                          SUPERSEDED SURVEY CONTROL
 LX0485
 LX0485  NGVD 29 (??/??/92)   18.029  (m)           59.15   (f) ADJ UNCH    2 0
 LX0485
 LX0485.Superseded values are not recommended for survey control.
 LX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0485.See file dsdata.txt to determine how the superseded data were derived.
 LX0485
 LX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL054423(NAD 83)
 LX0485_MARKER: DB = BENCH MARK DISK
 LX0485_SETTING: 80 = SET IN A BOULDER
 LX0485_SP_SET: BOULDER
 LX0485_STAMPING: A 374 1956
 LX0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0485+STABILITY: SURFACE MOTION
 LX0485
 LX0485  HISTORY     - Date     Condition        Report By
 LX0485  HISTORY     - 1956     MONUMENTED       CGS
 LX0485  HISTORY     - 19951128 GOOD             USPSQD
 LX0485
 LX0485                          STATION DESCRIPTION
 LX0485
 LX0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0485'2.5 MI NW FROM MATTITUCK.
 LX0485'0.05 MILE SOUTH ALONG LOVE LANE FROM THE POST OFFICE AT MATTITUCK,
 LX0485'TO THE INTERSECTION OF LOVE LANE, STATE HIGHWAY NO. 25, AND SOUND
 LX0485'AVENUE, THENCE 1.05 MILE WEST ALONG SOUND AVENUE, THENCE 0.85
 LX0485'MILE NORTH ALONG COX NECK ROAD, THENCE 0.6 MILE NORTH ALONG BREAKWATER
 LX0485'ROAD, 32.6 FEET WEST OF THE CENTERLINE OF BREAKWATER ROAD, 17
 LX0485'FEET WEST OF POLE NO. 23, SET IN TOP OF A LARGE GRANITE BOULDER,
 LX0485'THE MOST WESTERN ONE OF TWO BOULDER, AND ABOUT 3 INCHES ABOVE
 LX0485'THE GROUND.
 LX0485
 LX0485                          STATION RECOVERY (1995)
 LX0485
 LX0485'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0202 ***********************************************************************
 KU0202  DESIGNATION -  A 375
 KU0202  PID         -  KU0202
 KU0202  STATE/COUNTY-  NY/SUFFOLK
 KU0202  USGS QUAD   -  HOWELLS POINT (1976)
 KU0202
 KU0202                         *CURRENT SURVEY CONTROL
 KU0202  ___________________________________________________________________
 KU0202* NAD 83(1986)-  40 41 12.     (N)    072 59 49.     (W)     SCALED    
 KU0202* NAVD 88     -         2.080  (meters)       6.82   (feet)  ADJUSTED  
 KU0202  ___________________________________________________________________
 KU0202  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU0202  DYNAMIC HT  -           2.079 (meters)       6.82  (feet)  COMP
 KU0202  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 KU0202
 KU0202  VERT ORDER  -  SECOND    CLASS 0
 KU0202
 KU0202.The horizontal coordinates were scaled from a topographic map and have
 KU0202.an estimated accuracy of +/- 6 seconds.
 KU0202
 KU0202.The orthometric height was determined by differential leveling
 KU0202.and adjusted by the National Geodetic Survey in June 1991..
 KU0202
 KU0202.The geoid height was determined by GEOID03.
 KU0202
 KU0202.The dynamic height is computed by dividing the NAVD 88
 KU0202.geopotential number by the normal gravity value computed on the
 KU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0202.degrees latitude (g = 980.6199 gals.).
 KU0202
 KU0202.The modeled gravity was interpolated from observed gravity values.
 KU0202
 KU0202;                    North         East    Units  Estimated Accuracy
 KU0202;SPC NY L     -    58,230.      384,790.      MT  (+/- 180 meters Scaled)
 KU0202
 KU0202                          SUPERSEDED SURVEY CONTROL
 KU0202
 KU0202  NGVD 29 (??/??/92)    2.40   (m)            7.9    (f) COMPUTED    2 0
 KU0202
 KU0202.Superseded values are not recommended for survey control.
 KU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0202.See file dsdata.txt to determine how the superseded data were derived.
 KU0202
 KU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL692059(NAD 83)
 KU0202_MARKER: DB = BENCH MARK DISK
 KU0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU0202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KU0202_STAMPING: A 375 1956
 KU0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0202
 KU0202  HISTORY     - Date     Condition        Report By
 KU0202  HISTORY     - 1956     MONUMENTED       CGS
 KU0202  HISTORY     - 1967     MARK NOT FOUND   NGS
 KU0202
 KU0202                          STATION DESCRIPTION
 KU0202
 KU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0202'0.4 MI E FROM DAVIS PARK.
 KU0202'0.45 MILE EAST ALONG DUNE ROAD FROM THE POST OFFICE AT DAVIS
 KU0202'PARK, ABOUT 350 FEET NORTHWEST OF A BEACH HOME ON TOP OF SAND
 KU0202'DUNE, 35.6 FEET SOUTH OF THE CENTERLINE OF DUNE ROAD, 3.9 FEET
 KU0202'EAST OF POLE NO. 1846 WITH A 1 FOOT WHITE BAND PAINTED AROUND
 KU0202'POLE, A BENCH MARK DISK WELDED ON TOP OF A 2 INCH GALVANIZED IRON
 KU0202'PIPE 5 FEET IN LENGTH PROJECTING 8 INCHES.
 KU0202
 KU0202                          STATION RECOVERY (1967)
 KU0202
 KU0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KU0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0713 ***********************************************************************
 KU0713  DESIGNATION -  A 376
 KU0713  PID         -  KU0713
 KU0713  STATE/COUNTY-  NY/SUFFOLK
 KU0713  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0713
 KU0713                         *CURRENT SURVEY CONTROL
 KU0713  ___________________________________________________________________
 KU0713* NAD 83(1986)-  40 40 17.     (N)    073 16 17.     (W)     SCALED    
 KU0713* NAVD 88     -         7.915  (meters)      25.97   (feet)  ADJUSTED  
 KU0713  ___________________________________________________________________
 KU0713  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0713  DYNAMIC HT  -           7.912 (meters)      25.96  (feet)  COMP
 KU0713  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 KU0713
 KU0713  VERT ORDER  -  SECOND    CLASS 0
 KU0713
 KU0713.The horizontal coordinates were scaled from a topographic map and have
 KU0713.an estimated accuracy of +/- 6 seconds.
 KU0713
 KU0713.The orthometric height was determined by differential leveling
 KU0713.and adjusted by the National Geodetic Survey in June 1991..
 KU0713
 KU0713.The geoid height was determined by GEOID03.
 KU0713
 KU0713.The dynamic height is computed by dividing the NAVD 88
 KU0713.geopotential number by the normal gravity value computed on the
 KU0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0713.degrees latitude (g = 980.6199 gals.).
 KU0713
 KU0713.The modeled gravity was interpolated from observed gravity values.
 KU0713
 KU0713;                    North         East    Units  Estimated Accuracy
 KU0713;SPC NY L     -    56,300.      361,610.      MT  (+/- 180 meters Scaled)
 KU0713
 KU0713                          SUPERSEDED SURVEY CONTROL
 KU0713
 KU0713  NGVD 29 (??/??/92)    8.275  (m)           27.15   (f) ADJ UNCH    2 0
 KU0713
 KU0713.Superseded values are not recommended for survey control.
 KU0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0713.See file dsdata.txt to determine how the superseded data were derived.
 KU0713
 KU0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL461037(NAD 83)
 KU0713_MARKER: DB = BENCH MARK DISK
 KU0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0713_SP_SET: SIDEWALK
 KU0713_STAMPING: A 376 1956
 KU0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0713
 KU0713  HISTORY     - Date     Condition        Report By
 KU0713  HISTORY     - 1956     MONUMENTED       CGS
 KU0713  HISTORY     - 1985     GOOD             USPSQD
 KU0713  HISTORY     - 1989     GOOD             USPSQD
 KU0713  HISTORY     - 20030511 MARK NOT FOUND   USPSQD
 KU0713  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 KU0713
 KU0713                          STATION DESCRIPTION
 KU0713
 KU0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0713'4.9 MI SW FROM BAYSHORE.
 KU0713'2 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0713'AT BAYSHORE, THENCE 2.9 MILES SOUTH ALONG PARKWAY, SET IN TOP
 KU0713'OF THE WEST CONCRETE SIDEWALK OF THE TWO MILE LONG BRIDGE OVER
 KU0713'GREAT SOUTH BAY, NEAR THE BASE OF THE 16 TH LIGHT POLE NORTH
 KU0713'OF THE SOUTH END OF BRIDGE, 15 FEET WEST OF THE CENTERLINE OF
 KU0713'THE PARKWAY, 1 FOOT EAST OF THE WEST EDGE OF SIDEWALK, ABOUT
 KU0713'1 FOOT ABOVE THE BRIDGE FLOOR.
 KU0713
 KU0713                          STATION RECOVERY (1985)
 KU0713
 KU0713'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0713'NOTE: A SECOND BRIDGE WAS ADDED EAST OF THE ORIGINAL BRIDGE. THE
 KU0713'ORIGINAL BRIDGE IS USED FOR SOUTH BOUND TRAFFIC ONLY. THE DISK IS
 KU0713'LOCATED ON THE ORIGINAL BRIDGE.
 KU0713
 KU0713                          STATION RECOVERY (1989)
 KU0713
 KU0713'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 KU0713'RECOVERED IN GOOD CONDITION.
 KU0713
 KU0713                          STATION RECOVERY (2003)
 KU0713
 KU0713'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0713'MARK NOT FOUND.
 KU0713
 KU0713                          STATION RECOVERY (2004)
 KU0713
 KU0713'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1573 ***********************************************************************
 KU1573  DESIGNATION -  A 377
 KU1573  PID         -  KU1573
 KU1573  STATE/COUNTY-  NY/NASSAU
 KU1573  USGS QUAD   -  JONES INLET (1975)
 KU1573
 KU1573                         *CURRENT SURVEY CONTROL
 KU1573  ___________________________________________________________________
 KU1573* NAD 83(1986)-  40 36 26.     (N)    073 30 11.     (W)     SCALED    
 KU1573* NAVD 88     -         3.198  (meters)      10.49   (feet)  ADJUSTED  
 KU1573  ___________________________________________________________________
 KU1573  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU1573  DYNAMIC HT  -           3.197 (meters)      10.49  (feet)  COMP
 KU1573  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 KU1573
 KU1573  VERT ORDER  -  SECOND    CLASS 0
 KU1573
 KU1573.The horizontal coordinates were scaled from a topographic map and have
 KU1573.an estimated accuracy of +/- 6 seconds.
 KU1573
 KU1573.The orthometric height was determined by differential leveling
 KU1573.and adjusted by the National Geodetic Survey in June 1991..
 KU1573
 KU1573.The geoid height was determined by GEOID03.
 KU1573
 KU1573.The dynamic height is computed by dividing the NAVD 88
 KU1573.geopotential number by the normal gravity value computed on the
 KU1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1573.degrees latitude (g = 980.6199 gals.).
 KU1573
 KU1573.The modeled gravity was interpolated from observed gravity values.
 KU1573
 KU1573;                    North         East    Units  Estimated Accuracy
 KU1573;SPC NY L     -    49,040.      342,060.      MT  (+/- 180 meters Scaled)
 KU1573
 KU1573                          SUPERSEDED SURVEY CONTROL
 KU1573
 KU1573  NGVD 29 (??/??/92)    3.549  (m)           11.64   (f) ADJ UNCH    2 0
 KU1573
 KU1573.Superseded values are not recommended for survey control.
 KU1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1573.See file dsdata.txt to determine how the superseded data were derived.
 KU1573
 KU1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK266962(NAD 83)
 KU1573_MARKER: DB = BENCH MARK DISK
 KU1573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1573_SP_SET: BUILDING
 KU1573_STAMPING: A 377 1956
 KU1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1573
 KU1573  HISTORY     - Date     Condition        Report By
 KU1573  HISTORY     - 1956     MONUMENTED       CGS
 KU1573
 KU1573                          STATION DESCRIPTION
 KU1573
 KU1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1573'0.8 MI NE FROM JONES BEACH.
 KU1573'0.85 MILE NORTHEAST ALONG JONES BEACH CAUSEWAY FROM THE WATER
 KU1573'TOWER AT JONES BEACH, SET VERTICALLY IN THE SOUTH WALL OF THE
 KU1573'EAST SECTION OF GAS STATION, 23.6 FEET WEST OF THE SOUTHEAST CORNER
 KU1573'OF STATION, 3.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4561 ***********************************************************************
 KU4561  DESIGNATION -  A 378 RESET
 KU4561  PID         -  KU4561
 KU4561  STATE/COUNTY-  NY/SUFFOLK
 KU4561  USGS QUAD   -  AMITYVILLE (1979)
 KU4561
 KU4561                         *CURRENT SURVEY CONTROL
 KU4561  ___________________________________________________________________
 KU4561* NAD 83(1986)-  40 40 12.     (N)    073 24 48.     (W)     SCALED    
 KU4561* NAVD 88     -         2.08   (meters)       6.8    (feet)  RESET     
 KU4561  ___________________________________________________________________
 KU4561  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU4561
 KU4561  VERT ORDER  -  THIRD
 KU4561
 KU4561.The horizontal coordinates were scaled from a topographic map and have
 KU4561.an estimated accuracy of +/- 6 seconds.
 KU4561
 KU4561.The orthometric height was computed from unverified reset data.
 KU4561.No vertical observational check was made to the station.
 KU4561
 KU4561.The geoid height was determined by GEOID03.
 KU4561
 KU4561;                    North         East    Units  Estimated Accuracy
 KU4561;SPC NY L     -    56,060.      349,600.      MT  (+/- 180 meters Scaled)
 KU4561
 KU4561                          SUPERSEDED SURVEY CONTROL
 KU4561
 KU4561  NGVD 29 (09/01/04)    2.44   (m)            8.0    (f) RESET       3  
 KU4561
 KU4561.Superseded values are not recommended for survey control.
 KU4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4561.See file dsdata.txt to determine how the superseded data were derived.
 KU4561
 KU4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL341033(NAD 83)
 KU4561_MARKER: DB = BENCH MARK DISK
 KU4561_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU4561_SP_SET: RAILING OF BRIDGE
 KU4561_STAMPING: A 378 RESET 1985
 KU4561_MARK LOGO: NGS   
 KU4561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4561+STABILITY: SURFACE MOTION
 KU4561
 KU4561  HISTORY     - Date     Condition        Report By
 KU4561  HISTORY     - 1985     MONUMENTED       NGS
 KU4561
 KU4561                          STATION DESCRIPTION
 KU4561
 KU4561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KU4561'0.3 KM (0.20 MI) EAST FROM AMITYVILLE.
 KU4561'FROM THE JUNCTION OF STATE HIGHWAYS 110 AND 27A, IN AMITYVILLE, GO
 KU4561'EAST ON 27A, MERRICK ROAD FOR 0.3 KM (0.20 MI) TO THE BRIDGE OVER
 KU4561'AMITYVILLE CREEK AND THE MARK ON THE LEFT IN THE CONCRETE RAILING OF
 KU4561'BRIDGE, 45.7 M (149.9 FT) WEST OF THE CENTER OF THE WEST ENTRANCE
 KU4561'ROAD TO AMITYVILLE HIGH SCHOOL, 110 M (360.9 FT) NORTHWEST OF
 KU4561'POWERLINE POLE NUMBER 26, 9.0 M (29.5 FT) NORTH-NORTHEAST OF THE
 KU4561'CENTER OF MERRICK ROAD AND 0.2 M (0.7 FT) WEST OF THE EAST END OF
 KU4561'RAILING.
 KU4561'THE MARK IS 4.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1171 ***********************************************************************
 PG1171  DESIGNATION -  A 379
 PG1171  PID         -  PG1171
 PG1171  STATE/COUNTY-  NY/CLINTON
 PG1171  USGS QUAD   -  ALDER BROOK (1968)
 PG1171
 PG1171                         *CURRENT SURVEY CONTROL
 PG1171  ___________________________________________________________________
 PG1171* NAD 83(1986)-  44 35 22.     (N)    073 53 00.     (W)     SCALED    
 PG1171* NAVD 88     -       357.273  (meters)    1172.15   (feet)  ADJUSTED  
 PG1171  ___________________________________________________________________
 PG1171  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PG1171  DYNAMIC HT  -         357.227 (meters)    1172.00  (feet)  COMP
 PG1171  MODELED GRAV-     980,479.9   (mgal)                       NAVD 88
 PG1171
 PG1171  VERT ORDER  -  SECOND    CLASS 0
 PG1171
 PG1171.The horizontal coordinates were scaled from a topographic map and have
 PG1171.an estimated accuracy of +/- 6 seconds.
 PG1171
 PG1171.The orthometric height was determined by differential leveling
 PG1171.and adjusted by the National Geodetic Survey in June 1991..
 PG1171
 PG1171.The geoid height was determined by GEOID03.
 PG1171
 PG1171.The dynamic height is computed by dividing the NAVD 88
 PG1171.geopotential number by the normal gravity value computed on the
 PG1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1171.degrees latitude (g = 980.6199 gals.).
 PG1171
 PG1171.The modeled gravity was interpolated from observed gravity values.
 PG1171
 PG1171;                    North         East    Units  Estimated Accuracy
 PG1171;SPC NY E     -   639,440.      198,960.      MT  (+/- 180 meters Scaled)
 PG1171
 PG1171                          SUPERSEDED SURVEY CONTROL
 PG1171
 PG1171  NGVD 29 (??/??/??)  357.315  (m)         1172.29   (f) ADJUSTED    2 0
 PG1171
 PG1171.Superseded values are not recommended for survey control.
 PG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1171.See file dsdata.txt to determine how the superseded data were derived.
 PG1171
 PG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ886379(NAD 83)
 PG1171_MARKER: DB = BENCH MARK DISK
 PG1171_SETTING: 80 = SET IN A BOULDER
 PG1171_SP_SET: BOULDER
 PG1171_STAMPING: A 379 1961
 PG1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1171+STABILITY: SURFACE MOTION
 PG1171
 PG1171  HISTORY     - Date     Condition        Report By
 PG1171  HISTORY     - 1961     MONUMENTED       CGS
 PG1171
 PG1171                          STATION DESCRIPTION
 PG1171
 PG1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1171'2.45 MI W FROM CLAYBURG.
 PG1171'ABOUT 2.45 MILE WEST ALONG STATE HWY 3 FROM THE CLAYBURG HOTEL IN
 PG1171'CALYBURG, SET IN TOP AND 2 FEET NORTH OF THE SOUTH SIDE OF A 10 FT. X
 PG1171'5 FT. BOULDER PROJECTING ABOUT 3 FEET, ABOUT 4 FEET SOUTH EAST OF THE
 PG1171'NORTH WEST END OF BOULDER, 49 FEET SOUTH WEST OF THE SOUTH-SOUTH EAST
 PG1171'HEADWALL FOR A PIPE CULVERT, 6 FEET SOUTH EAST OF STANDARD METAL
 PG1171'WITNESS POST, 44 FEET SOUTH-SOUTH EAST OF THE CENTERLINE OF THE
 PG1171'HIGHWAY AND ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.  ALSO ABOUT
 PG1171'0.5 MILE WEST OF A STEEL GRIDGE OVER CREEK.  ALSO ABOUT 0.55 MILE WEST
 PG1171'OF A BLACKTOP ROAD JUNCTION (OLD HIGHWAY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0762 ***********************************************************************
 KU0762  DESIGNATION -  A 38
 KU0762  PID         -  KU0762
 KU0762  STATE/COUNTY-  NY/SUFFOLK
 KU0762  USGS QUAD   -  PATCHOGUE (1967)
 KU0762
 KU0762                         *CURRENT SURVEY CONTROL
 KU0762  ___________________________________________________________________
 KU0762* NAD 83(1986)-  40 45 40.     (N)    073 01 13.     (W)     SCALED    
 KU0762* NAVD 88     -         3.704  (meters)      12.15   (feet)  ADJUSTED  
 KU0762  ___________________________________________________________________
 KU0762  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU0762  DYNAMIC HT  -           3.703 (meters)      12.15  (feet)  COMP
 KU0762  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 KU0762
 KU0762  VERT ORDER  -  SECOND    CLASS 0
 KU0762
 KU0762.The horizontal coordinates were scaled from a topographic map and have
 KU0762.an estimated accuracy of +/- 6 seconds.
 KU0762
 KU0762.The orthometric height was determined by differential leveling
 KU0762.and adjusted by the National Geodetic Survey in June 1991..
 KU0762
 KU0762.The geoid height was determined by GEOID03.
 KU0762
 KU0762.The dynamic height is computed by dividing the NAVD 88
 KU0762.geopotential number by the normal gravity value computed on the
 KU0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0762.degrees latitude (g = 980.6199 gals.).
 KU0762
 KU0762.The modeled gravity was interpolated from observed gravity values.
 KU0762
 KU0762;                    North         East    Units  Estimated Accuracy
 KU0762;SPC NY L     -    66,470.      382,720.      MT  (+/- 180 meters Scaled)
 KU0762
 KU0762                          SUPERSEDED SURVEY CONTROL
 KU0762
 KU0762  NGVD 29 (??/??/92)    4.02   (m)           13.2    (f) COMPUTED    2 0
 KU0762
 KU0762.Superseded values are not recommended for survey control.
 KU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0762.See file dsdata.txt to determine how the superseded data were derived.
 KU0762
 KU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL671141(NAD 83)
 KU0762_MARKER: DB = BENCH MARK DISK
 KU0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0762_SP_SET: WALL
 KU0762_STAMPING: A 38 1932
 KU0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0762
 KU0762  HISTORY     - Date     Condition        Report By
 KU0762  HISTORY     - 1932     MONUMENTED       CGS
 KU0762  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 KU0762
 KU0762                          STATION DESCRIPTION
 KU0762
 KU0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0762'AT PATCHOGUE.
 KU0762'ON THE MONTAUK DIVISION OF THE LONG ISLAND RAILROAD, ABOUT 400
 KU0762'YARDS WEST OF THE RAILROAD STATION, 150 YARDS EAST OF A STREET
 KU0762'CROSSING, AT THE GENERATING PLANT OF THE PATCHOGUE ELECTRIC LIGHT
 KU0762'CO., ON THE NORTH SIDE OF THE RAILROAD TRACK, IN THE FACE OF THE
 KU0762'SOUTH WALL OF THE BUILDING, AT THE SOUTH WEST CORNER, DIRECTLY
 KU0762'BENEATH THE CORNER STORE, ABOUT 4.8 FEET ABOVE THE GROUND.
 KU0762
 KU0762                          STATION RECOVERY (2002)
 KU0762
 KU0762'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0762'ARROW NOT VISIBLE BECAUSE OF HEAVY COAT OF PAINT ON TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0763 ***********************************************************************
 KU0763  DESIGNATION -  A 38 RESET 1967
 KU0763  PID         -  KU0763
 KU0763  STATE/COUNTY-  NY/SUFFOLK
 KU0763  USGS QUAD   -  PATCHOGUE (1967)
 KU0763
 KU0763                         *CURRENT SURVEY CONTROL
 KU0763  ___________________________________________________________________
 KU0763* NAD 83(1986)-  40 45 40.     (N)    073 01 13.     (W)     SCALED    
 KU0763* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 KU0763  ___________________________________________________________________
 KU0763  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU0763
 KU0763  VERT ORDER  -  THIRD (See Below)
 KU0763
 KU0763.The horizontal coordinates were scaled from a topographic map and have
 KU0763.an estimated accuracy of +/- 6 seconds.
 KU0763
 KU0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0763.The vertical order pertains to the NGVD 29 superseded value.
 KU0763
 KU0763.The geoid height was determined by GEOID03.
 KU0763
 KU0763;                    North         East    Units  Estimated Accuracy
 KU0763;SPC NY L     -    66,470.      382,720.      MT  (+/- 180 meters Scaled)
 KU0763
 KU0763                          SUPERSEDED SURVEY CONTROL
 KU0763
 KU0763  NGVD 29 (??/??/??)    3.57   (m)           11.7    (f) RESET       3  
 KU0763
 KU0763.Superseded values are not recommended for survey control.
 KU0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0763.See file dsdata.txt to determine how the superseded data were derived.
 KU0763
 KU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL671141(NAD 83)
 KU0763_MARKER: DB = BENCH MARK DISK
 KU0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0763_SP_SET: PIER
 KU0763_STAMPING: A 38 1932 RESET 1967
 KU0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0763+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 KU0763
 KU0763  HISTORY     - Date     Condition        Report By
 KU0763  HISTORY     - 1967     MONUMENTED       CGS
 KU0763  HISTORY     - 1985     GOOD             USPSQD
 KU0763  HISTORY     - 1985     GOOD             USCG
 KU0763  HISTORY     - 19960824 POOR             USPSQD
 KU0763  HISTORY     - 20020927 GOOD             USPSQD
 KU0763  HISTORY     - 20020930 POOR             USPSQD
 KU0763  HISTORY     - 20021003 GOOD             USPSQD
 KU0763  HISTORY     - 20021011 POOR             USPSQD
 KU0763
 KU0763                          STATION DESCRIPTION
 KU0763
 KU0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KU0763'IN PATCHOGUE.
 KU0763'THE STANDARD BENCH MARK DISK IS CEMENTED IN A DRILL HOLE IN THE
 KU0763'TOP OF THE WEST PIER OF THE NORTH RAIL OF A SMALL CONCRETE BRIDGE
 KU0763'ON DIVISION STREET.  THE DISK IS 44.0 FEET SOUTH OF THE SOUTH RAIL
 KU0763'OF THE RAILROAD TRACKS, 30.5 FEET SOUTH OF MILE POST NUMBER 53,
 KU0763'25.0 FEET NORTH OF THE CENTER OF DIVISION STREET, 10.9 FEET
 KU0763'NORTHEAST OF FIRE PLUG NUMBER 10 AND ABOUT 3-1/2 FEET HIGHER THAN
 KU0763'THE ROAD SURFACE OF DIVISION STREET.  NOTE-- THE MARK IS LOCATED
 KU0763'0.3 MILE SOUTH ALONG SOUTH OCEAN AVENUE THENCE 0.35 MILE WEST
 KU0763'ALONG DIVISION STREET FROM THE CROSSROAD INTERSECTION OF EAST MAIN
 KU0763'STREET AND NORTH AND SOUTH OCEAN AVENUES IN PATCHOGUE.
 KU0763
 KU0763                          STATION RECOVERY (1985)
 KU0763
 KU0763'RECOVERY NOTE BY US POWER SQUADRON 1985 (JR)
 KU0763'RECOVERED IN GOOD CONDITION.
 KU0763
 KU0763                          STATION RECOVERY (1985)
 KU0763
 KU0763'RECOVERY NOTE BY US COAST GUARD 1985
 KU0763'THE LOCATED OF THE DISC IS GOOD. MILE POST NUMBER 53 NO LONGER EXISTS
 KU0763'AS ROAD WAS WIDENED SOME TIME AGO AND MOST OF THE MILE MARKERS HAVE
 KU0763'BEEN REMOVED. FIRE PLUG STILL EXISTS, DOES NOT HAVE ANY NUMBERS ON
 KU0763'IT. THE DISC WHICH IS CLEARLY VISIBLE AT THE LOCATION DESCRIBED SHOWS
 KU0763'EVIDENCE OF THE RESETTING NAMELY SOME CONCRETE HAS GOTTEN INTO THE
 KU0763'INSCRIPTION AND MUCH OF THE DETAILS HAS BEEN OBLITERATED. THE MARKER
 KU0763'EXISTS AND IS A VALID BENCH MARK. END OF REPORT.
 KU0763
 KU0763                          STATION RECOVERY (1996)
 KU0763
 KU0763'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0763'MARK RECOVERED IN POOR CONDITION.
 KU0763
 KU0763                          STATION RECOVERY (2002)
 KU0763
 KU0763'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0763'MARK WAS PAINTED OVER
 KU0763
 KU0763                          STATION RECOVERY (2002)
 KU0763
 KU0763'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0763'FOUND BUT CENTER DAMAGED BY INPACT AND UN-READABLE
 KU0763
 KU0763                          STATION RECOVERY (2002)
 KU0763
 KU0763'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0763'RECOVERED IN GOOD CONDITION.
 KU0763
 KU0763                          STATION RECOVERY (2002)
 KU0763
 KU0763'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0763'A38 RESET 1967  FOUND BUT CENTER DAMAGED BY IMPACT AND UN READABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0987 ***********************************************************************
 PG0987  DESIGNATION -  A 380
 PG0987  PID         -  PG0987
 PG0987  STATE/COUNTY-  NY/ESSEX
 PG0987  USGS QUAD   -  
 PG0987
 PG0987                         *CURRENT SURVEY CONTROL
 PG0987  ___________________________________________________________________
 PG0987* NAD 83(1986)-  44 18 39.     (N)    073 33 28.     (W)     SCALED    
 PG0987* NAVD 88     -       216.075  (meters)     708.91   (feet)  ADJUSTED  
 PG0987  ___________________________________________________________________
 PG0987  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PG0987  DYNAMIC HT  -         216.045 (meters)     708.81  (feet)  COMP
 PG0987  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 PG0987
 PG0987  VERT ORDER  -  SECOND    CLASS 0
 PG0987
 PG0987.The horizontal coordinates were scaled from a topographic map and have
 PG0987.an estimated accuracy of +/- 6 seconds.
 PG0987
 PG0987.The orthometric height was determined by differential leveling
 PG0987.and adjusted by the National Geodetic Survey in June 1991..
 PG0987
 PG0987.The geoid height was determined by GEOID03.
 PG0987
 PG0987.The dynamic height is computed by dividing the NAVD 88
 PG0987.geopotential number by the normal gravity value computed on the
 PG0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0987.degrees latitude (g = 980.6199 gals.).
 PG0987
 PG0987.The modeled gravity was interpolated from observed gravity values.
 PG0987
 PG0987;                    North         East    Units  Estimated Accuracy
 PG0987;SPC NY E     -   608,730.      225,170.      MT  (+/- 180 meters Scaled)
 PG0987
 PG0987                          SUPERSEDED SURVEY CONTROL
 PG0987
 PG0987  NGVD 29 (??/??/??)  216.214  (m)          709.36   (f) ADJUSTED    2 0
 PG0987
 PG0987.Superseded values are not recommended for survey control.
 PG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0987.See file dsdata.txt to determine how the superseded data were derived.
 PG0987
 PG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ150074(NAD 83)
 PG0987_MARKER: DB = BENCH MARK DISK
 PG0987_SETTING: 66 = SET IN ROCK OUTCROP
 PG0987_SP_SET: BED ROCK
 PG0987_STAMPING: A 380 1961
 PG0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0987+STABILITY: POSITION/ELEVATION WELL
 PG0987
 PG0987  HISTORY     - Date     Condition        Report By
 PG0987  HISTORY     - 1961     MONUMENTED       CGS
 PG0987  HISTORY     - 20030624 MARK NOT FOUND   NYDT
 PG0987
 PG0987                          STATION DESCRIPTION
 PG0987
 PG0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0987'2.6 MI N FROM LEWIS.
 PG0987'ABOUT 2.6 MILES NORTH ALONG US HIGHWAY 9 FROM THE POST OFFICE IN LEWIS
 PG0987'ON THE LEFT.  ABOUT 62 FEET NORTHWEST OF THE CENTERLINE OF US HIGHWAY
 PG0987'9, ABOUT 12 1/2 FEET NORTH OF A 14 INCH OAK TREE, ABOUT 18 FEET
 PG0987'NORTHEAST OF A 12 INCH PINE TREE, ABOUT 20 1/2 FEET SOUTHWEST OF AN 8
 PG0987'INCH CEDAR TREE, ABOUT 3 1/2 FEET NORTHWEST OF A STEEL WITNESS POST
 PG0987'WITH SIGN AND SET IN OUTCROPPING BEDROCK ABOUT 10 FEET ABOVE THE LEVEL
 PG0987'OF US HIGHWAY 9.
 PG0987
 PG0987                          STATION RECOVERY (2003)
 PG0987
 PG0987'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0903 ***********************************************************************
 PG0903  DESIGNATION -  A 381
 PG0903  PID         -  PG0903
 PG0903  STATE/COUNTY-  NY/CLINTON
 PG0903  USGS QUAD   -  
 PG0903
 PG0903                         *CURRENT SURVEY CONTROL
 PG0903  ___________________________________________________________________
 PG0903* NAD 83(1986)-  44 27 27.     (N)    073 39 19.     (W)     SCALED    
 PG0903* NAVD 88     -       204.082  (meters)     669.56   (feet)  ADJUSTED  
 PG0903  ___________________________________________________________________
 PG0903  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PG0903  DYNAMIC HT  -         204.059 (meters)     669.48  (feet)  COMP
 PG0903  MODELED GRAV-     980,501.1   (mgal)                       NAVD 88
 PG0903
 PG0903  VERT ORDER  -  SECOND    CLASS 0
 PG0903
 PG0903.The horizontal coordinates were scaled from a topographic map and have
 PG0903.an estimated accuracy of +/- 6 seconds.
 PG0903
 PG0903.The orthometric height was determined by differential leveling
 PG0903.and adjusted by the National Geodetic Survey in June 1991..
 PG0903
 PG0903.The geoid height was determined by GEOID03.
 PG0903
 PG0903.The dynamic height is computed by dividing the NAVD 88
 PG0903.geopotential number by the normal gravity value computed on the
 PG0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0903.degrees latitude (g = 980.6199 gals.).
 PG0903
 PG0903.The modeled gravity was interpolated from observed gravity values.
 PG0903
 PG0903;                    North         East    Units  Estimated Accuracy
 PG0903;SPC NY E     -   624,940.      217,220.      MT  (+/- 180 meters Scaled)
 PG0903
 PG0903                          SUPERSEDED SURVEY CONTROL
 PG0903
 PG0903  NGVD 29 (??/??/??)  204.198  (m)          669.94   (f) ADJUSTED    2 0
 PG0903
 PG0903.Superseded values are not recommended for survey control.
 PG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0903.See file dsdata.txt to determine how the superseded data were derived.
 PG0903
 PG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ069235(NAD 83)
 PG0903_MARKER: DB = BENCH MARK DISK
 PG0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0903_STAMPING: A 381 1961
 PG0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0903+STABILITY: SURFACE MOTION
 PG0903
 PG0903  HISTORY     - Date     Condition        Report By
 PG0903  HISTORY     - 1961     MONUMENTED       CGS
 PG0903
 PG0903                          STATION DESCRIPTION
 PG0903
 PG0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0903'1.75 MI NE FROM AUSABLE FORKS.
 PG0903'ABOUT 1.75 MILES NORTHEAST ALONG GOLF COURSE ROAD FROM THE POST OFFICE
 PG0903'IN AUSABLE FORKS ON THE RIGHT.  ABOUT 48 FEET SOUTHEAST OF POWER POLE
 PG0903'NUMBER 41, ABOUT 31 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF COUNTY
 PG0903'ROAD, ABOUT 11 1/2 FEET NORTH OF A 6 INCH PINE TREE, ABOUT 2 1/2 FEET
 PG0903'SOUTH OF A STEEL WITNESS POST WITH SIGN AND SET IN THE TOP OF A
 PG0903'CONCRETE POST THAT PROJECTS 4 INCHES AND IS ABOUT LEVEL WITH THE
 PG0903'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0586 ***********************************************************************
 KV0586  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0586  DESIGNATION -  A 384
 KV0586  PID         -  KV0586
 KV0586  STATE/COUNTY-  NY/NEW YORK
 KV0586  USGS QUAD   -  JERSEY CITY (1981)
 KV0586
 KV0586                         *CURRENT SURVEY CONTROL
 KV0586  ___________________________________________________________________
 KV0586* NAD 83(1986)-  40 42 01.     (N)    074 00 45.     (W)     SCALED    
 KV0586* NAVD 88     -         2.603  (meters)       8.54   (feet)  ADJUSTED  
 KV0586  ___________________________________________________________________
 KV0586  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV0586  DYNAMIC HT  -           2.602 (meters)       8.54  (feet)  COMP
 KV0586  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 KV0586
 KV0586  VERT ORDER  -  FIRST     CLASS I
 KV0586
 KV0586.The horizontal coordinates were scaled from a topographic map and have
 KV0586.an estimated accuracy of +/- 6 seconds.
 KV0586
 KV0586.The orthometric height was determined by differential leveling
 KV0586.and adjusted by the National Geodetic Survey in September 1996..
 KV0586.WARNING-Repeat measurements at this control monument indicate possible
 KV0586.vertical movement.
 KV0586
 KV0586.This Tidal Bench Mark is designated as VM 13817
 KV0586.by the Center for Operational Oceanographic Products and Services.
 KV0586
 KV0586.The geoid height was determined by GEOID03.
 KV0586
 KV0586.The dynamic height is computed by dividing the NAVD 88
 KV0586.geopotential number by the normal gravity value computed on the
 KV0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0586.degrees latitude (g = 980.6199 gals.).
 KV0586
 KV0586.The modeled gravity was interpolated from observed gravity values.
 KV0586
 KV0586;                    North         East    Units  Estimated Accuracy
 KV0586;SPC NY E     -   207,380.      191,200.      MT  (+/- 180 meters Scaled)
 KV0586
 KV0586                          SUPERSEDED SURVEY CONTROL
 KV0586
 KV0586  NAVD 88 (06/15/91)    2.696  (m)            8.85   (f) UNKNOWN     1 1
 KV0586  NGVD 29 (??/??/??)    3.053  (m)           10.02   (f) ADJUSTED    1 1
 KV0586
 KV0586.Superseded values are not recommended for survey control.
 KV0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0586.See file dsdata.txt to determine how the superseded data were derived.
 KV0586
 KV0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL834059(NAD 83)
 KV0586_MARKER: DB = BENCH MARK DISK
 KV0586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0586_STAMPING: A 384 1965
 KV0586_MARK LOGO: CGS   
 KV0586_PROJECTION: FLUSH
 KV0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0586+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 KV0586_ROD/PIPE-DEPTH: 3.3  meters
 KV0586
 KV0586  HISTORY     - Date     Condition        Report By
 KV0586  HISTORY     - 1965     MONUMENTED       CGS
 KV0586  HISTORY     - 1974     GOOD             NGS
 KV0586  HISTORY     - 1985     GOOD             USPSQD
 KV0586  HISTORY     - 19950920 GOOD             NJGS
 KV0586  HISTORY     - 19951030 GOOD             NOS
 KV0586  HISTORY     - 20060809 MARK NOT FOUND   NYDT
 KV0586
 KV0586                          STATION DESCRIPTION
 KV0586
 KV0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0586'AT NEW YORK.
 KV0586'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, ACROSS A STREET FROM
 KV0586'THE SOUTHEAST CORNER OF BATTERY PARK, INSIDE THE FENCE OF THE
 KV0586'COAST GUARD PROPERTY LINE, NEAR THE NORTHWEST CORNER OF PARKING
 KV0586'AREA, 33.4 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 KV0586'COAST GUARD ADMINISTRATION BUILDING, 13.3 FEET SOUTH OF THE
 KV0586'SOUTH CURB OF A STREET LEADING TO ADMINISTRATION BUILDING, 1.3
 KV0586'FEET EAST OF A FENCE ALONG EAST SIDE OF DRIVEWAY, ABOUT LEVEL
 KV0586'WITH THE SIDEWALK, AND IS A DISK ON THE TOP OF A COPPER COATED
 KV0586'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH IRON
 KV0586'PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 KV0586'REFUSAL AT A DEPTH OF 11 FEET.  TIDAL STATION I 30
 KV0586
 KV0586                          STATION RECOVERY (1974)
 KV0586
 KV0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0586'RECOVERED IN GOOD CONDITION.
 KV0586
 KV0586                          STATION RECOVERY (1985)
 KV0586
 KV0586'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0586'RECOVERED IN GOOD CONDITION.
 KV0586
 KV0586                          STATION RECOVERY (1995)
 KV0586
 KV0586'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV0586'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE ORIGINAL 4 INCH
 KV0586'IRON PIPE PROTECTING THE STATION IS NO LONGER IN PLACE.  THE STATION
 KV0586'DISK IS NOW FLUSH WITH THE GROUND.
 KV0586
 KV0586                          STATION RECOVERY (1995)
 KV0586
 KV0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KV0586'THE BENCH MARK IS SET IN THE NW CORNER OF THE PARKING LOT LOCATED IN
 KV0586'THE USCG COMPOUND AT BATTERY PARK, 10.2 M (33.5 FT) ENE OF THE NE
 KV0586'CORNER OF THE USCG ADMINISTRATION BUILDING, 4.1 M (13.5 FT) SOUTH OF
 KV0586'THE SOUTH CURB OF A STREET LEADING TO THE BUILDING, AND 0.4 M (1.3 FT)
 KV0586'EAST OF A FENCE ALONG THE EAST SIDE OF A DRIVEWAY.  THE BENCH MARK IS
 KV0586'SET LEVEL WITH THE SIDEWALK, CRIMPED TO A COPPER-CLAD STEEL ROD DRIVEN
 KV0586'3.4 M (11.2 FT) TO REFUSAL, AND ENCASED IN A 4-INCH IRON PIPE.
 KV0586
 KV0586                          STATION RECOVERY (2006)
 KV0586
 KV0586'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 KV0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1708 ***********************************************************************
 KU1708  DESIGNATION -  A 385
 KU1708  PID         -  KU1708
 KU1708  STATE/COUNTY-  NY/WESTCHESTER
 KU1708  USGS QUAD   -  MOUNT VERNON (1979)
 KU1708
 KU1708                         *CURRENT SURVEY CONTROL
 KU1708  ___________________________________________________________________
 KU1708* NAD 83(1986)-  40 54 34.     (N)    073 47 29.     (W)     SCALED    
 KU1708* NAVD 88     -        28.428  (meters)      93.27   (feet)  ADJUSTED  
 KU1708  ___________________________________________________________________
 KU1708  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU1708  DYNAMIC HT  -          28.418 (meters)      93.23  (feet)  COMP
 KU1708  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 KU1708
 KU1708  VERT ORDER  -  FIRST     CLASS I
 KU1708
 KU1708.The horizontal coordinates were scaled from a topographic map and have
 KU1708.an estimated accuracy of +/- 6 seconds.
 KU1708
 KU1708.The orthometric height was determined by differential leveling
 KU1708.and adjusted by the National Geodetic Survey in June 1991..
 KU1708
 KU1708.The geoid height was determined by GEOID03.
 KU1708
 KU1708.The dynamic height is computed by dividing the NAVD 88
 KU1708.geopotential number by the normal gravity value computed on the
 KU1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1708.degrees latitude (g = 980.6199 gals.).
 KU1708
 KU1708.The modeled gravity was interpolated from observed gravity values.
 KU1708
 KU1708;                    North         East    Units  Estimated Accuracy
 KU1708;SPC NY E     -   230,730.      209,700.      MT  (+/- 180 meters Scaled)
 KU1708
 KU1708                          SUPERSEDED SURVEY CONTROL
 KU1708
 KU1708  NGVD 29 (??/??/92)   28.750  (m)           94.32   (f) ADJ UNCH    1 1
 KU1708
 KU1708.Superseded values are not recommended for survey control.
 KU1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1708.See file dsdata.txt to determine how the superseded data were derived.
 KU1708
 KU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL017294(NAD 83)
 KU1708_MARKER: DB = BENCH MARK DISK
 KU1708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1708_SP_SET: BUILDING FOUNDATION
 KU1708_STAMPING: A 385 1965
 KU1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1708
 KU1708  HISTORY     - Date     Condition        Report By
 KU1708  HISTORY     - 1965     MONUMENTED       CGS
 KU1708  HISTORY     - 1987     GOOD             USPSQD
 KU1708  HISTORY     - 1988     GOOD             USPSQD
 KU1708  HISTORY     - 1990     GOOD             USPSQD
 KU1708
 KU1708                          STATION DESCRIPTION
 KU1708
 KU1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU1708'AT NEW ROCHELLE.
 KU1708'AT NEW ROCHELLE, NEAR THE INTERSECTION OF UNION AVENUE AND
 KU1708'WEBSTER AVENUE, AT FIRE STATION NO. 5, SET VERTICALLY IN THE EAST
 KU1708'FACE AT THE NORTHEAST CORNER OF THE SANDSTONE FOUNDATION OF THE
 KU1708'BUILDING, 124 FEET SOUTH OF THE SOUTH CURB OF UNION AVENUE, 20.5
 KU1708'FEET WEST OF THE CURB OF WEBSTER AVENUE AND ABOUT 1.4 FEET ABOVE
 KU1708'THE LEVEL OF THE SIDEWALK.
 KU1708
 KU1708                          STATION RECOVERY (1987)
 KU1708
 KU1708'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLS)
 KU1708'RECOVERED IN GOOD CONDITION.
 KU1708
 KU1708                          STATION RECOVERY (1988)
 KU1708
 KU1708'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 KU1708'RECOVERED IN GOOD CONDITION.
 KU1708
 KU1708                          STATION RECOVERY (1990)
 KU1708
 KU1708'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 KU1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0360 ***********************************************************************
 KU0360  DESIGNATION -  A 386
 KU0360  PID         -  KU0360
 KU0360  STATE/COUNTY-  NY/SUFFOLK
 KU0360  USGS QUAD   -  RIVERHEAD (1956)
 KU0360
 KU0360                         *CURRENT SURVEY CONTROL
 KU0360  ___________________________________________________________________
 KU0360* NAD 83(1986)-  40 55 34.     (N)    072 39 00.     (W)     SCALED    
 KU0360* NAVD 88     -         2.098  (meters)       6.88   (feet)  ADJUSTED  
 KU0360  ___________________________________________________________________
 KU0360  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU0360  DYNAMIC HT  -           2.097 (meters)       6.88  (feet)  COMP
 KU0360  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 KU0360
 KU0360  VERT ORDER  -  SECOND    CLASS 0
 KU0360
 KU0360.The horizontal coordinates were scaled from a topographic map and have
 KU0360.an estimated accuracy of +/- 6 seconds.
 KU0360
 KU0360.The orthometric height was determined by differential leveling
 KU0360.and adjusted by the National Geodetic Survey in June 1991..
 KU0360
 KU0360.The geoid height was determined by GEOID03.
 KU0360
 KU0360.The dynamic height is computed by dividing the NAVD 88
 KU0360.geopotential number by the normal gravity value computed on the
 KU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0360.degrees latitude (g = 980.6199 gals.).
 KU0360
 KU0360.The modeled gravity was interpolated from observed gravity values.
 KU0360
 KU0360;                    North         East    Units  Estimated Accuracy
 KU0360;SPC NY L     -    85,210.      413,700.      MT  (+/- 180 meters Scaled)
 KU0360
 KU0360                          SUPERSEDED SURVEY CONTROL
 KU0360
 KU0360  NGVD 29 (??/??/92)    2.388  (m)            7.83   (f) ADJ UNCH    2 0
 KU0360
 KU0360.Superseded values are not recommended for survey control.
 KU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0360.See file dsdata.txt to determine how the superseded data were derived.
 KU0360
 KU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL978332(NAD 83)
 KU0360_MARKER: DB = BENCH MARK DISK
 KU0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0360_SP_SET: CULVERT
 KU0360_STAMPING: A 386 1965
 KU0360_MARK LOGO: CGS   
 KU0360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0360
 KU0360  HISTORY     - Date     Condition        Report By
 KU0360  HISTORY     - 1965     MONUMENTED       CGS
 KU0360  HISTORY     - 1988     GOOD             USPSQD
 KU0360  HISTORY     - 1991     GOOD             USPSQD
 KU0360  HISTORY     - 19951025 GOOD             NYDT
 KU0360  HISTORY     - 20030902 GOOD             USPSQD
 KU0360  HISTORY     - 20040802 GOOD             USPSQD
 KU0360
 KU0360                          STATION DESCRIPTION
 KU0360
 KU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU0360'1 MI NE FROM RIVERHEAD.
 KU0360'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE
 KU0360'RIVERHEAD SAVINGS BANK AT RIVERHEAD, 0.4 MILE NORTHEAST OF THE
 KU0360'CROSSING OF THE LONG ISLAND RAILROAD, SET ON THE TOP OF THE
 KU0360'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 2-BY-5-FOOT
 KU0360'BOX CULVERT UNDER THE HIGHWAY FOR SAWMILL CREEK, 47.2 FEET
 KU0360'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHEAST
 KU0360'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 8 FEET BELOW
 KU0360'THE LEVEL OF THE HIGHWAY.
 KU0360
 KU0360                          STATION RECOVERY (1988)
 KU0360
 KU0360'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU0360'RECOVERED IN GOOD CONDITION.
 KU0360
 KU0360                          STATION RECOVERY (1991)
 KU0360
 KU0360'RECOVERY NOTE BY US POWER SQUADRON 1991 (TR)
 KU0360'RECOVERED IN GOOD CONDITION.
 KU0360
 KU0360                          STATION RECOVERY (1995)
 KU0360
 KU0360'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (SDE)
 KU0360'RECOVERED AS DESCRIBED.  SITE IS NOT SUITABLE FOR SATELLITE
 KU0360'OBSERVATIONS -TREES-.
 KU0360
 KU0360                          STATION RECOVERY (2003)
 KU0360
 KU0360'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0360'RECOVERED IN GOOD CONDITION.
 KU0360
 KU0360                          STATION RECOVERY (2004)
 KU0360
 KU0360'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0232 ***********************************************************************
 NC0232  DESIGNATION -  A 387
 NC0232  PID         -  NC0232
 NC0232  STATE/COUNTY-  NY/CATTARAUGUS
 NC0232  USGS QUAD   -  ASHFORD (1964)
 NC0232
 NC0232                         *CURRENT SURVEY CONTROL
 NC0232  ___________________________________________________________________
 NC0232* NAD 83(1986)-  42 20 20.     (N)    078 36 39.     (W)     SCALED    
 NC0232* NAVD 88     -       511.353  (meters)    1677.66   (feet)  ADJUSTED  
 NC0232  ___________________________________________________________________
 NC0232  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NC0232  DYNAMIC HT  -         511.156 (meters)    1677.02  (feet)  COMP
 NC0232  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 NC0232
 NC0232  VERT ORDER  -  FIRST     CLASS I
 NC0232
 NC0232.The horizontal coordinates were scaled from a topographic map and have
 NC0232.an estimated accuracy of +/- 6 seconds.
 NC0232
 NC0232.The orthometric height was determined by differential leveling
 NC0232.and adjusted by the National Geodetic Survey in June 1991..
 NC0232
 NC0232.The geoid height was determined by GEOID03.
 NC0232
 NC0232.The dynamic height is computed by dividing the NAVD 88
 NC0232.geopotential number by the normal gravity value computed on the
 NC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0232.degrees latitude (g = 980.6199 gals.).
 NC0232
 NC0232.The modeled gravity was interpolated from observed gravity values.
 NC0232
 NC0232;                    North         East    Units  Estimated Accuracy
 NC0232;SPC NY W     -   259,740.      347,730.      MT  (+/- 180 meters Scaled)
 NC0232
 NC0232                          SUPERSEDED SURVEY CONTROL
 NC0232
 NC0232  NGVD 29 (??/??/92)  511.503  (m)         1678.16   (f) ADJ UNCH    1 1
 NC0232
 NC0232.Superseded values are not recommended for survey control.
 NC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0232.See file dsdata.txt to determine how the superseded data were derived.
 NC0232
 NC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG968901(NAD 83)
 NC0232_MARKER: DB = BENCH MARK DISK
 NC0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0232_SP_SET: WALL
 NC0232_STAMPING: A 387 1967
 NC0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0232
 NC0232  HISTORY     - Date     Condition        Report By
 NC0232  HISTORY     - 1967     MONUMENTED       CGS
 NC0232  HISTORY     - 20021018 GOOD             USPSQD
 NC0232  HISTORY     - 20060329 POOR             USPSQD
 NC0232
 NC0232                          STATION DESCRIPTION
 NC0232
 NC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0232'1.3 MI N FROM ASHFORD.
 NC0232'ABOUT 1.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0232'CROSSING OF STATE HIGHWAY 242 AT ASHFORD, 0.2 MILE NORTH OF MILEPOST
 NC0232'44, SET ON THE TOP OF THE NORTH END OF A 19-FOOT LONG WALL AT THE WEST
 NC0232'END OF AN OVERFLOWING DAM ACROSS BEAVER MEADOW CREEK, 196 FEET EAST OF
 NC0232'THE CENTER LINE OF A BLACK TOPPED ROAD, 92 FEET WEST OF THE WEST RAIL
 NC0232'OF THE TRACK, 6 FEET NORTH OF THE CENTER OF THE DAM AND 6 FEET BELOW
 NC0232'THE LEVEL OF THE TRACK.
 NC0232
 NC0232                          STATION RECOVERY (2002)
 NC0232
 NC0232'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0232'RECOVERED IN GOOD CONDITION.
 NC0232
 NC0232                          STATION RECOVERY (2006)
 NC0232
 NC0232'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0232'DISK HAS BEEN DISTURBED BY ATTEMPTED REMOVAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0468 ***********************************************************************
 NC0468  DESIGNATION -  A 388
 NC0468  PID         -  NC0468
 NC0468  STATE/COUNTY-  NY/ERIE
 NC0468  USGS QUAD   -  COLDEN (1979)
 NC0468
 NC0468                         *CURRENT SURVEY CONTROL
 NC0468  ___________________________________________________________________
 NC0468* NAD 83(1986)-  42 41 11.     (N)    078 41 30.     (W)     SCALED    
 NC0468* NAVD 88     -       306.077  (meters)    1004.19   (feet)  ADJUSTED  
 NC0468  ___________________________________________________________________
 NC0468  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NC0468  DYNAMIC HT  -         305.979 (meters)    1003.87  (feet)  COMP
 NC0468  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NC0468
 NC0468  VERT ORDER  -  FIRST     CLASS I
 NC0468
 NC0468.The horizontal coordinates were scaled from a topographic map and have
 NC0468.an estimated accuracy of +/- 6 seconds.
 NC0468
 NC0468.The orthometric height was determined by differential leveling
 NC0468.and adjusted by the National Geodetic Survey in June 1991..
 NC0468
 NC0468.The geoid height was determined by GEOID03.
 NC0468
 NC0468.The dynamic height is computed by dividing the NAVD 88
 NC0468.geopotential number by the normal gravity value computed on the
 NC0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0468.degrees latitude (g = 980.6199 gals.).
 NC0468
 NC0468.The modeled gravity was interpolated from observed gravity values.
 NC0468
 NC0468;                    North         East    Units  Estimated Accuracy
 NC0468;SPC NY W     -   298,340.      341,120.      MT  (+/- 180 meters Scaled)
 NC0468
 NC0468                          SUPERSEDED SURVEY CONTROL
 NC0468
 NC0468  NGVD 29 (??/??/92)  306.233  (m)         1004.70   (f) ADJ UNCH    1 1
 NC0468
 NC0468.Superseded values are not recommended for survey control.
 NC0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0468.See file dsdata.txt to determine how the superseded data were derived.
 NC0468
 NC0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH891285(NAD 83)
 NC0468_MARKER: DB = BENCH MARK DISK
 NC0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0468_STAMPING: A 388 1967
 NC0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0468+STABILITY: SURFACE MOTION
 NC0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0468+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 NC0468
 NC0468  HISTORY     - Date     Condition        Report By
 NC0468  HISTORY     - 1967     MONUMENTED       CGS
 NC0468  HISTORY     - 20030513 GOOD             NYDT
 NC0468
 NC0468                          STATION DESCRIPTION
 NC0468
 NC0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0468'3.05 MI N FROM COLDEN.
 NC0468'ABOUT 3.05 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0468'BOSTON-COLDEN ROAD OVERPASS AT COLDEN, ABOUT 0.15 MILE NORTH OF
 NC0468'MILEPOST 16, NEAR A PRIVATE ROAD CROSSING TO MR. FRED SCHMID PROPERTY,
 NC0468'30 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 28.7 FEET WEST OF THE
 NC0468'WEST RAIL, 11 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 1
 NC0468'FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS POST, 1
 NC0468'FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 NC0468'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 NC0468
 NC0468                          STATION RECOVERY (2003)
 NC0468
 NC0468'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (GLE)
 NC0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0244 ***********************************************************************
 NC0244  DESIGNATION -  A 389
 NC0244  PID         -  NC0244
 NC0244  STATE/COUNTY-  NY/CATTARAUGUS
 NC0244  USGS QUAD   -  ASHFORD HOLLOW (1979)
 NC0244
 NC0244                         *CURRENT SURVEY CONTROL
 NC0244  ___________________________________________________________________
 NC0244* NAD 83(1986)-  42 26 39.     (N)    078 38 18.     (W)     SCALED    
 NC0244* NAVD 88     -       391.492  (meters)    1284.42   (feet)  ADJUSTED  
 NC0244  ___________________________________________________________________
 NC0244  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NC0244  DYNAMIC HT  -         391.350 (meters)    1283.95  (feet)  COMP
 NC0244  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 NC0244
 NC0244  VERT ORDER  -  FIRST     CLASS I
 NC0244
 NC0244.The horizontal coordinates were scaled from a topographic map and have
 NC0244.an estimated accuracy of +/- 6 seconds.
 NC0244
 NC0244.The orthometric height was determined by differential leveling
 NC0244.and adjusted by the National Geodetic Survey in June 1991..
 NC0244
 NC0244.The geoid height was determined by GEOID03.
 NC0244
 NC0244.The dynamic height is computed by dividing the NAVD 88
 NC0244.geopotential number by the normal gravity value computed on the
 NC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0244.degrees latitude (g = 980.6199 gals.).
 NC0244
 NC0244.The modeled gravity was interpolated from observed gravity values.
 NC0244
 NC0244;                    North         East    Units  Estimated Accuracy
 NC0244;SPC NY W     -   271,430.      345,480.      MT  (+/- 180 meters Scaled)
 NC0244
 NC0244                          SUPERSEDED SURVEY CONTROL
 NC0244
 NC0244  NGVD 29 (??/??/92)  391.646  (m)         1284.93   (f) ADJ UNCH    1 1
 NC0244
 NC0244.Superseded values are not recommended for survey control.
 NC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0244.See file dsdata.txt to determine how the superseded data were derived.
 NC0244
 NC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH942017(NAD 83)
 NC0244_MARKER: DB = BENCH MARK DISK
 NC0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0244_SP_SET: 29.0 FEET
 NC0244_STAMPING: A 389 1967
 NC0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0244+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003
 NC0244
 NC0244  HISTORY     - Date     Condition        Report By
 NC0244  HISTORY     - 1967     MONUMENTED       CGS
 NC0244  HISTORY     - 20031122 GOOD             USPSQD
 NC0244
 NC0244                          STATION DESCRIPTION
 NC0244
 NC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0244'3.3 MI NW FROM WEST VALLEY.
 NC0244'ABOUT 3.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0244'THE OVERPASS AT THE EAST END OF DEPOT STREET IN WEST VALLEY, 298 FEET
 NC0244'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 59 FEET WEST OF AND ACROSS
 NC0244'ONE SIDE TRACK FROM THE WEST RAIL OF THE MAIN TRACK, 13 FEET NORTHWEST
 NC0244'OF THE FIRST TELEGRAPH POLE NORTH OF MILEAGE POLE NO. 35-20, 1 FOOT
 NC0244'WEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS
 NC0244'POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF
 NC0244'A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 NC0244'INCH METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 NC0244'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 29.0 FEET.
 NC0244
 NC0244                          STATION RECOVERY (2003)
 NC0244
 NC0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0244'MARK IS LOCATED IN FENCE LINE AND SURROUNDED BY DENSE UNDERGROWTH.
 NC0244'METAL WITNESS POST REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0570 ***********************************************************************
 PH0570  DESIGNATION -  A 390
 PH0570  PID         -  PH0570
 PH0570  STATE/COUNTY-  NY/FRANKLIN
 PH0570  USGS QUAD   -  HOGANSBURG (1987)
 PH0570
 PH0570                         *CURRENT SURVEY CONTROL
 PH0570  ___________________________________________________________________
 PH0570* NAD 83(1986)-  44 58 41.     (N)    074 40 52.     (W)     SCALED    
 PH0570* NAVD 88     -        54.423  (meters)     178.55   (feet)  ADJUSTED  
 PH0570  ___________________________________________________________________
 PH0570  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 PH0570  DYNAMIC HT  -          54.422 (meters)     178.55  (feet)  COMP
 PH0570  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 PH0570
 PH0570  VERT ORDER  -  FIRST     CLASS I
 PH0570
 PH0570.The horizontal coordinates were scaled from a topographic map and have
 PH0570.an estimated accuracy of +/- 6 seconds.
 PH0570
 PH0570.The orthometric height was determined by differential leveling
 PH0570.and adjusted by the National Geodetic Survey in June 1991..
 PH0570
 PH0570.The geoid height was determined by GEOID03.
 PH0570
 PH0570.The dynamic height is computed by dividing the NAVD 88
 PH0570.geopotential number by the normal gravity value computed on the
 PH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0570.degrees latitude (g = 980.6199 gals.).
 PH0570
 PH0570.The modeled gravity was interpolated from observed gravity values.
 PH0570
 PH0570;                    North         East    Units  Estimated Accuracy
 PH0570;SPC NY E     -   682,450.      135,720.      MT  (+/- 180 meters Scaled)
 PH0570
 PH0570                          SUPERSEDED SURVEY CONTROL
 PH0570
 PH0570  NGVD 29 (??/??/92)   54.54   (m)          178.9    (f) COMPUTED    1 1
 PH0570
 PH0570.Superseded values are not recommended for survey control.
 PH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0570.See file dsdata.txt to determine how the superseded data were derived.
 PH0570
 PH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ251805(NAD 83)
 PH0570_MARKER: DB = BENCH MARK DISK
 PH0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0570_SP_SET: CULVERT
 PH0570_STAMPING: A 390 1973
 PH0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0570
 PH0570  HISTORY     - Date     Condition        Report By
 PH0570  HISTORY     - 1973     MONUMENTED       NGS
 PH0570  HISTORY     - 19981123 MARK NOT FOUND   USPSQD
 PH0570
 PH0570                          STATION DESCRIPTION
 PH0570
 PH0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0570'0.75 MI NW FROM HOGANSBURG.
 PH0570'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 37 FROM THE HIGHWAY
 PH0570'BRIDGE OVER ST. REGIS RIVER AT HOGANSBURG, 19 1/2 FEET NORTHEAST OF
 PH0570'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND CENTER OF THE
 PH0570'NORTHEAST CONCRETE HEADWALL FOR A 5-FOOT BOX CULVERT UNDER THE
 PH0570'HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE--
 PH0570'UNABLE TO OBTAIN PERMISSION TO SET MARK ON PRIVATE PROPERTY WITHIN ST.
 PH0570'REGIS INDIAN RESERVATION AT THIS TIME.
 PH0570
 PH0570                          STATION RECOVERY (1998)
 PH0570
 PH0570'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2323 ***********************************************************************
 PH2323  DESIGNATION -  A 390 RESET
 PH2323  PID         -  PH2323
 PH2323  STATE/COUNTY-  NY/FRANKLIN
 PH2323  USGS QUAD   -  HOGANSBURG (1987)
 PH2323
 PH2323                         *CURRENT SURVEY CONTROL
 PH2323  ___________________________________________________________________
 PH2323* NAD 83(1986)-  44 58 41.     (N)    074 40 52.     (W)     SCALED    
 PH2323* NAVD 88     -        53.74   (meters)     176.3    (feet)  RESET     
 PH2323  ___________________________________________________________________
 PH2323  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 PH2323
 PH2323  VERT ORDER  -  THIRD
 PH2323
 PH2323.The horizontal coordinates were scaled from a topographic map and have
 PH2323.an estimated accuracy of +/- 6 seconds.
 PH2323
 PH2323.The orthometric height was computed from unverified reset data.
 PH2323.No vertical observational check was made to the station.
 PH2323
 PH2323.The geoid height was determined by GEOID03.
 PH2323
 PH2323;                    North         East    Units  Estimated Accuracy
 PH2323;SPC NY E     -   682,450.      135,720.      MT  (+/- 180 meters Scaled)
 PH2323
 PH2323                          SUPERSEDED SURVEY CONTROL
 PH2323
 PH2323  NGVD 29 (09/01/04)   53.85   (m)          176.7    (f) RESET       3  
 PH2323
 PH2323.Superseded values are not recommended for survey control.
 PH2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2323.See file dsdata.txt to determine how the superseded data were derived.
 PH2323
 PH2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ251805(NAD 83)
 PH2323_MARKER: DB = BENCH MARK DISK
 PH2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2323_SP_SET: CONCRETE POST
 PH2323_STAMPING: A 390 1985
 PH2323_MARK LOGO: NGS   
 PH2323_PROJECTION: FLUSH
 PH2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2323+STABILITY: SURFACE MOTION
 PH2323
 PH2323  HISTORY     - Date     Condition        Report By
 PH2323  HISTORY     - 1985     MONUMENTED       RBNF
 PH2323
 PH2323                          STATION DESCRIPTION
 PH2323
 PH2323'DESCRIBED BY RESEARCHED BUT NOT FOUND 1985
 PH2323'1.2 KM (0.75 MI) NW FROM HOGANSBURG.
 PH2323'0.75 MILE NORTHWEST ALONG STATE HIGHWAY 37 FROM THE HIGHWAY BRIDGE
 PH2323'OVER ST REGIS RIVER IN HOGANSBURG, TO THE MARK, 38.4 FT NORTH OF
 PH2323'CENTERLINE OF STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0126 ***********************************************************************
 PH0126  DESIGNATION -  A 391
 PH0126  PID         -  PH0126
 PH0126  STATE/COUNTY-  NY/FRANKLIN
 PH0126  USGS QUAD   -  MALONE (1964)
 PH0126
 PH0126                         *CURRENT SURVEY CONTROL
 PH0126  ___________________________________________________________________
 PH0126* NAD 83(1986)-  44 50 53.     (N)    074 18 31.     (W)     SCALED    
 PH0126* NAVD 88     -       250.284  (meters)     821.14   (feet)  ADJUSTED  
 PH0126  ___________________________________________________________________
 PH0126  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PH0126  DYNAMIC HT  -         250.270 (meters)     821.09  (feet)  COMP
 PH0126  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 PH0126
 PH0126  VERT ORDER  -  FIRST     CLASS I
 PH0126
 PH0126.The horizontal coordinates were scaled from a topographic map and have
 PH0126.an estimated accuracy of +/- 6 seconds.
 PH0126
 PH0126.The orthometric height was determined by differential leveling
 PH0126.and adjusted by the National Geodetic Survey in June 1991..
 PH0126
 PH0126.The geoid height was determined by GEOID03.
 PH0126
 PH0126.The dynamic height is computed by dividing the NAVD 88
 PH0126.geopotential number by the normal gravity value computed on the
 PH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0126.degrees latitude (g = 980.6199 gals.).
 PH0126
 PH0126.The modeled gravity was interpolated from observed gravity values.
 PH0126
 PH0126;                    North         East    Units  Estimated Accuracy
 PH0126;SPC NY E     -   668,010.      165,130.      MT  (+/- 180 meters Scaled)
 PH0126
 PH0126                          SUPERSEDED SURVEY CONTROL
 PH0126
 PH0126  NGVD 29 (??/??/92)  250.37   (m)          821.4    (f) COMPUTED    1 1
 PH0126
 PH0126.Superseded values are not recommended for survey control.
 PH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0126.See file dsdata.txt to determine how the superseded data were derived.
 PH0126
 PH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ546663(NAD 83)
 PH0126_MARKER: DB = BENCH MARK DISK
 PH0126_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0126+WITH SETTING: INTO GROUND
 PH0126_STAMPING: A 391 1973
 PH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0126+STABILITY: SURFACE MOTION
 PH0126
 PH0126  HISTORY     - Date     Condition        Report By
 PH0126  HISTORY     - 1973     MONUMENTED       NGS
 PH0126  HISTORY     - 20060523 MARK NOT FOUND   NYDT
 PH0126
 PH0126                          STATION DESCRIPTION
 PH0126
 PH0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0126'IN MALONE.
 PH0126'AT MALONE, ABOUT 0.95 MILE WEST ALONG U. S. HIGHWAY 11 FROM THE POST
 PH0126'OFFICE, AT THE STATE POLICE TROOP B HEADQUARTERS, 70 1/2 FEET NORTH OF
 PH0126'THE CENTER LINE OF THE HIGHWAY, 122.2 FEET EAST OF THE SOUTHEAST
 PH0126'CORNER OF POLICE BUILDING, 17 FEET SOUTH OF THE FLAGPOLE, 1.1 FEET
 PH0126'NORTH OF THE NORTH EDGE OF CONCRETE FOUNDATION FOR A MONUMENT ON THE
 PH0126'EAST LAWN OF POLICE PROPERTY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND
 PH0126'IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH
 PH0126'BASE PLATE ATTACHED, THE DISK IS 0.2 FOOT BELOW THE SURFACE OF THE
 PH0126'GROUND AND PROTECTED BY A 5-INCH TILE WHICH IS 0.1 FOOT BELOW THE
 PH0126'SURFACE OF THE GROUND.
 PH0126
 PH0126                          STATION RECOVERY (2006)
 PH0126
 PH0126'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1242 ***********************************************************************
 PG1242  DESIGNATION -  A 392
 PG1242  PID         -  PG1242
 PG1242  STATE/COUNTY-  NY/CLINTON
 PG1242  USGS QUAD   -  
 PG1242
 PG1242                         *CURRENT SURVEY CONTROL
 PG1242  ___________________________________________________________________
 PG1242* NAD 83(1986)-  45 00 37.     (N)    073 22 16.     (W)     SCALED    
 PG1242* NAVD 88     -        34.785  (meters)     114.12   (feet)  ADJUSTED  
 PG1242  ___________________________________________________________________
 PG1242  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 PG1242  DYNAMIC HT  -          34.785 (meters)     114.12  (feet)  COMP
 PG1242  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 PG1242  OBS GRAVITY -     980,599.8   (mgal)                       GRAV_OBS
 PG1242
 PG1242  VERT ORDER  -  FIRST     CLASS I
 PG1242
 PG1242.The horizontal coordinates were scaled from a topographic map and have
 PG1242.an estimated accuracy of +/- 6 seconds.
 PG1242
 PG1242.The orthometric height was determined by differential leveling
 PG1242.and adjusted by the National Geodetic Survey in June 1991..
 PG1242
 PG1242.The geoid height was determined by GEOID03.
 PG1242
 PG1242.The dynamic height is computed by dividing the NAVD 88
 PG1242.geopotential number by the normal gravity value computed on the
 PG1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1242.degrees latitude (g = 980.6199 gals.).
 PG1242
 PG1242.The modeled gravity was interpolated from observed gravity values.
 PG1242.The observed gravity was obtained from relative gravimeter ties
 PG1242.to the IGSN71 gravity network.
 PG1242
 PG1242;                    North         East    Units  Estimated Accuracy
 PG1242;SPC NY E     -   686,640.      238,990.      MT  (+/- 180 meters Scaled)
 PG1242
 PG1242                          SUPERSEDED SURVEY CONTROL
 PG1242
 PG1242.No superseded survey control is available for this station.
 PG1242
 PG1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ283853(NAD 83)
 PG1242_MARKER: DB = BENCH MARK DISK
 PG1242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PG1242_SP_SET: 26.3 FEET
 PG1242_STAMPING: A 392 1973
 PG1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1242
 PG1242  HISTORY     - Date     Condition        Report By
 PG1242  HISTORY     - 1973     MONUMENTED       NGS
 PG1242  HISTORY     - 1978     GOOD             NGS
 PG1242
 PG1242                          STATION DESCRIPTION
 PG1242
 PG1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1242'ROUSES POINT.
 PG1242'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 9B FROM THE U.S. CUSTOMS AND
 PG1242'IMMIGRATION BUILDING AT ROUSES POINT, AT THE AMERICAN-CANADIAN BORDER,
 PG1242'AT A POINT WHERE STATE HIGHWAY 9B CROSSES THE GRAND TRUNK RAILROAD,
 PG1242'85.5 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF RAILROAD AND
 PG1242'HIGHWAY, 61 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 37.7 FEET
 PG1242'SOUTHEAST OF A BOUNDARY MARKER, 2 FEET SOUTH OF A POWER POLE, 1.5 FEET
 PG1242'NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 PG1242'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH
 PG1242'WITH THE GROUND AND PROTECTED BY A 6-INCH STEEL PIPE THAT PROJECTS 0.2
 PG1242'FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 26.3 FEET. ALSO
 PG1242'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 9B FROM THE POST OFFICE AT
 PG1242'ROUSES POINT.
 PG1242
 PG1242                          STATION RECOVERY (1978)
 PG1242
 PG1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PG1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1097 ***********************************************************************
 PG1097  DESIGNATION -  A 393
 PG1097  PID         -  PG1097
 PG1097  STATE/COUNTY-  NY/CLINTON
 PG1097  USGS QUAD   -  ALTONA (1966)
 PG1097
 PG1097                         *CURRENT SURVEY CONTROL
 PG1097  ___________________________________________________________________
 PG1097* NAD 83(1986)-  44 55 21.     (N)    073 42 13.     (W)     SCALED    
 PG1097* NAVD 88     -       178.022  (meters)     584.06   (feet)  ADJUSTED  
 PG1097  ___________________________________________________________________
 PG1097  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PG1097  DYNAMIC HT  -         178.013 (meters)     584.03  (feet)  COMP
 PG1097  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 PG1097
 PG1097  VERT ORDER  -  FIRST     CLASS I
 PG1097
 PG1097.The horizontal coordinates were scaled from a topographic map and have
 PG1097.an estimated accuracy of +/- 6 seconds.
 PG1097
 PG1097.The orthometric height was determined by differential leveling
 PG1097.and adjusted by the National Geodetic Survey in June 1991..
 PG1097
 PG1097.The geoid height was determined by GEOID03.
 PG1097
 PG1097.The dynamic height is computed by dividing the NAVD 88
 PG1097.geopotential number by the normal gravity value computed on the
 PG1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1097.degrees latitude (g = 980.6199 gals.).
 PG1097
 PG1097.The modeled gravity was interpolated from observed gravity values.
 PG1097
 PG1097;                    North         East    Units  Estimated Accuracy
 PG1097;SPC NY E     -   676,570.      212,870.      MT  (+/- 180 meters Scaled)
 PG1097
 PG1097                          SUPERSEDED SURVEY CONTROL
 PG1097
 PG1097  NGVD 29 (??/??/92)  178.145  (m)          584.46   (f) ADJ UNCH    1 1
 PG1097
 PG1097.Superseded values are not recommended for survey control.
 PG1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1097.See file dsdata.txt to determine how the superseded data were derived.
 PG1097
 PG1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ023751(NAD 83)
 PG1097_MARKER: DB = BENCH MARK DISK
 PG1097_SETTING: 66 = SET IN ROCK OUTCROP
 PG1097_SP_SET: FOOT ROCK
 PG1097_STAMPING: A 393 1973
 PG1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1097+STABILITY: POSITION/ELEVATION WELL
 PG1097
 PG1097  HISTORY     - Date     Condition        Report By
 PG1097  HISTORY     - 1973     MONUMENTED       NGS
 PG1097
 PG1097                          STATION DESCRIPTION
 PG1097
 PG1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1097'4.2 MI SW FROM MOOERS FORKS.
 PG1097'ABOUT 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 PG1097'AT MOOERS FORKS, ABOUT 0.1 MILE EAST OF THE JUNCTION OF GERO ROAD, SET
 PG1097'IN THE TOP OF A 9 X 13 FOOT ROCK AT THE NORTH EDGE OF A SMALL CLUSTER
 PG1097'OF TREES, 114.6 FEET SOUTH OF CENTER LINE OF THE HIGHWAY, 74.3 FEET
 PG1097'SOUTH OF A EAST-WEST FENCE LINE, 9.5 FEET EAST OF THE WEST EDGE OF THE
 PG1097'ROCK, 4 FEET WEST OF THE EAST EDGE OF THE ROCK, 0.7 FOOT NORTH OF THE
 PG1097'SOUTH EDGE OF THE ROCK AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 PG1097'HIGHWAY.  THE MARK MAY ALSO BE REACHED BY GOING ABOUT 5.1 MILES
 PG1097'NORTHEAST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE AT ELLENBURG
 PG1097'DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1000 ***********************************************************************
 PG1000  DESIGNATION -  A 394
 PG1000  PID         -  PG1000
 PG1000  STATE/COUNTY-  NY/CLINTON
 PG1000  USGS QUAD   -  CHURUBUSCO (1964)
 PG1000
 PG1000                         *CURRENT SURVEY CONTROL
 PG1000  ___________________________________________________________________
 PG1000* NAD 83(1986)-  44 57 21.     (N)    073 54 38.     (W)     SCALED    
 PG1000* NAVD 88     -       352.080  (meters)    1155.12   (feet)  ADJUSTED  
 PG1000  ___________________________________________________________________
 PG1000  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 PG1000  DYNAMIC HT  -         352.060 (meters)    1155.05  (feet)  COMP
 PG1000  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 PG1000
 PG1000  VERT ORDER  -  FIRST     CLASS I
 PG1000
 PG1000.The horizontal coordinates were scaled from a topographic map and have
 PG1000.an estimated accuracy of +/- 6 seconds.
 PG1000
 PG1000.The orthometric height was determined by differential leveling
 PG1000.and adjusted by the National Geodetic Survey in June 1991..
 PG1000
 PG1000.The geoid height was determined by GEOID03.
 PG1000
 PG1000.The dynamic height is computed by dividing the NAVD 88
 PG1000.geopotential number by the normal gravity value computed on the
 PG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1000.degrees latitude (g = 980.6199 gals.).
 PG1000
 PG1000.The modeled gravity was interpolated from observed gravity values.
 PG1000
 PG1000;                    North         East    Units  Estimated Accuracy
 PG1000;SPC NY E     -   680,140.      196,510.      MT  (+/- 180 meters Scaled)
 PG1000
 PG1000                          SUPERSEDED SURVEY CONTROL
 PG1000
 PG1000  NGVD 29 (??/??/92)  352.15   (m)         1155.3    (f) COMPUTED    1 1
 PG1000
 PG1000.Superseded values are not recommended for survey control.
 PG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1000.See file dsdata.txt to determine how the superseded data were derived.
 PG1000
 PG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ859786(NAD 83)
 PG1000_MARKER: DB = BENCH MARK DISK
 PG1000_SETTING: 80 = SET IN A BOULDER
 PG1000_SP_SET: BOULDER
 PG1000_STAMPING: A 394 1973
 PG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1000+STABILITY: SURFACE MOTION
 PG1000
 PG1000  HISTORY     - Date     Condition        Report By
 PG1000  HISTORY     - 1973     MONUMENTED       NGS
 PG1000
 PG1000                          STATION DESCRIPTION
 PG1000
 PG1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1000'1.05 MI E FROM CHURUBUSCO.
 PG1000'ABOUT 1.05 MILES EAST ALONG CLINTON MILLS ROAD FROM THE INTERSECTION
 PG1000'OF STATE HIGHWAY 189 AT CHURUBUSCO, 0.95 MILE WEST OF THE JUNCTION OF
 PG1000'LAFRANCIS ROAD LEADING SOUTH, 21 FEET NORTH OF THE CENTER LINE OF THE
 PG1000'ROAD AND ON A SLIGHT RISE OR HIGHEST GROUND IN IMMEDIATE AREA, 26.3
 PG1000'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 2 BY 4-FOOT CONCRETE BOX-
 PG1000'LIKE STRUCTURE WHICH PROJECTS 3 1/2 FEET ABOVE THE GROUND, 12 1/2 FEET
 PG1000'WEST OF THE CENTER LINE OF AN OLD AND ABANDONED DRIVEWAY, AND IS A
 PG1000'DISK SET IN THE TOP OF A 1 BY 2-FOOT EXPOSED PORTION OF EMBEDDED
 PG1000'BOULDER THAT PROJECTS 0.4 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT
 PG1000'1 FOOT ABOVE A DITCH BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0477 ***********************************************************************
 PG0477  DESIGNATION -  A 395
 PG0477  PID         -  PG0477
 PG0477  STATE/COUNTY-  NY/CLINTON
 PG0477  USGS QUAD   -  PLATTSBURGH (1966)
 PG0477
 PG0477                         *CURRENT SURVEY CONTROL
 PG0477  ___________________________________________________________________
 PG0477* NAD 83(1986)-  44 41 56.     (N)    073 26 50.     (W)     SCALED    
 PG0477* NAVD 88     -        31.291  (meters)     102.66   (feet)  ADJUSTED  
 PG0477  ___________________________________________________________________
 PG0477  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 PG0477  DYNAMIC HT  -          31.290 (meters)     102.66  (feet)  COMP
 PG0477  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 PG0477
 PG0477  VERT ORDER  -  FIRST     CLASS I
 PG0477
 PG0477.The horizontal coordinates were scaled from a topographic map and have
 PG0477.an estimated accuracy of +/- 6 seconds.
 PG0477
 PG0477.The orthometric height was determined by differential leveling
 PG0477.and adjusted by the National Geodetic Survey in June 1991..
 PG0477
 PG0477.The geoid height was determined by GEOID03.
 PG0477
 PG0477.The dynamic height is computed by dividing the NAVD 88
 PG0477.geopotential number by the normal gravity value computed on the
 PG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0477.degrees latitude (g = 980.6199 gals.).
 PG0477
 PG0477.The modeled gravity was interpolated from observed gravity values.
 PG0477
 PG0477;                    North         East    Units  Estimated Accuracy
 PG0477;SPC NY E     -   651,960.      233,430.      MT  (+/- 180 meters Scaled)
 PG0477
 PG0477                          SUPERSEDED SURVEY CONTROL
 PG0477
 PG0477  NGVD 29 (??/??/92)   31.42   (m)          103.1    (f) COMPUTED    1 1
 PG0477
 PG0477.Superseded values are not recommended for survey control.
 PG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0477.See file dsdata.txt to determine how the superseded data were derived.
 PG0477
 PG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ230506(NAD 83)
 PG0477_MARKER: DB = BENCH MARK DISK
 PG0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0477_SP_SET: WATER METER PIT
 PG0477_STAMPING: A 395 1973
 PG0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0477
 PG0477  HISTORY     - Date     Condition        Report By
 PG0477  HISTORY     - 1973     MONUMENTED       NGS
 PG0477  HISTORY     - 20030109 GOOD             NYDT
 PG0477
 PG0477                          STATION DESCRIPTION
 PG0477
 PG0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0477'IN PLATTSBURGH.
 PG0477'ABOUT 0.2 MILE NORTHWEST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0477'THE STATION AT PLATTSBURGH, THENCE 0.1 MILE EAST ALONG A PAVED ROAD TO
 PG0477'THE WATER POLLUTION CONTROL PLANT, SET IN THE TOP OF THE NORTHWEST
 PG0477'CORNER OF THE WATER METER PIT, AND 8 X 19 FOOT CONCRETE STRUCTURE
 PG0477'WHICH IS 8 1/2 FEET DEEP BEARING A STEEL MANHOLE COVER 12 INCHES ABOVE
 PG0477'GROUND, 109 FEET NORTHWEST OF THE NORTHWEST CORNER OF GARAGE BUILDING
 PG0477'AND 75.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MUNICIPAL
 PG0477'LIGHTING COMPANY PLANT BUILDING.
 PG0477
 PG0477                          STATION RECOVERY (2003)
 PG0477
 PG0477'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 PG0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0319 ***********************************************************************
 OD0319  DESIGNATION -  A 396
 OD0319  PID         -  OD0319
 OD0319  STATE/COUNTY-  NY/WASHINGTON
 OD0319  USGS QUAD   -  WHITEHALL (1950)
 OD0319
 OD0319                         *CURRENT SURVEY CONTROL
 OD0319  ___________________________________________________________________
 OD0319* NAD 83(1986)-  43 33 27.     (N)    073 24 19.     (W)     SCALED    
 OD0319* NAVD 88     -        35.038  (meters)     114.95   (feet)  ADJUSTED  
 OD0319  ___________________________________________________________________
 OD0319  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 OD0319  DYNAMIC HT  -          35.032 (meters)     114.93  (feet)  COMP
 OD0319  MODELED GRAV-     980,424.6   (mgal)                       NAVD 88
 OD0319  OBS GRAVITY -     980,424.0   (mgal)                       GRAV_OBS
 OD0319
 OD0319  VERT ORDER  -  FIRST     CLASS I
 OD0319
 OD0319.The horizontal coordinates were scaled from a topographic map and have
 OD0319.an estimated accuracy of +/- 6 seconds.
 OD0319
 OD0319.The orthometric height was determined by differential leveling
 OD0319.and adjusted by the National Geodetic Survey in June 1991..
 OD0319
 OD0319.The geoid height was determined by GEOID03.
 OD0319
 OD0319.The dynamic height is computed by dividing the NAVD 88
 OD0319.geopotential number by the normal gravity value computed on the
 OD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0319.degrees latitude (g = 980.6199 gals.).
 OD0319
 OD0319.The modeled gravity was interpolated from observed gravity values.
 OD0319.The observed gravity was obtained from relative gravimeter ties
 OD0319.to the IGSN71 gravity network.
 OD0319
 OD0319;                    North         East    Units  Estimated Accuracy
 OD0319;SPC NY E     -   525,190.      238,450.      MT  (+/- 180 meters Scaled)
 OD0319
 OD0319                          SUPERSEDED SURVEY CONTROL
 OD0319
 OD0319.No superseded survey control is available for this station.
 OD0319
 OD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP288239(NAD 83)
 OD0319_MARKER: DB = BENCH MARK DISK
 OD0319_SETTING: 66 = SET IN ROCK OUTCROP
 OD0319_SP_SET: ROCK CUT
 OD0319_STAMPING: A 396 1973
 OD0319_MARK LOGO: NGS   
 OD0319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0319+STABILITY: POSITION/ELEVATION WELL
 OD0319
 OD0319  HISTORY     - Date     Condition        Report By
 OD0319  HISTORY     - 1973     MONUMENTED       NGS
 OD0319  HISTORY     - 1980     GOOD             NGS
 OD0319  HISTORY     - 19940405 GOOD             VTAT
 OD0319
 OD0319                          STATION DESCRIPTION
 OD0319
 OD0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0319'0.90 MI N FROM WHITEHALL.
 OD0319'ABOUT 0.60 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0319'U.S. HIGHWAY 4 OVERPASS AT WHITEHALL, THENCE ABOUT 0.05 MILE SOUTHWEST
 OD0319'ALONG CLINTON STREET, THENCE ABOUT 0.25 MILE NORTHWEST ALONG STATE
 OD0319'HIGHWAY 22, AT THE JUNCTION OF NEDOO STREET, SET IN THE TOP EAST END
 OD0319'OF A TRIANGULAR ROCK PROJECTION AT THE BOTTOM OF A LONG AND DEEP ROCK
 OD0319'CUT, 149 FEET SOUTH OF THE NORTH END OF THE CUT, 108 FEET SOUTHWEST OF
 OD0319'THE CENTER OF THE JUNCTION, 51.1 FEET WEST OF THE CENTER LINE OF THE
 OD0319'HIGHWAY, 2.5 FEET ABOVE GROUND AND 1 FOOT BELOW LEVEL OF THE HIGHWAY.
 OD0319
 OD0319                          STATION RECOVERY (1980)
 OD0319
 OD0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OD0319'RECOVERED IN GOOD CONDITION.
 OD0319
 OD0319                          STATION RECOVERY (1994)
 OD0319
 OD0319'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1994 (MC)
 OD0319'RECOVERED AS DESCRIBED.  NOTE - LIMITED WINDOW FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0873 ***********************************************************************
 MZ0873  DESIGNATION -  A 397
 MZ0873  PID         -  MZ0873
 MZ0873  STATE/COUNTY-  NY/RENSSELAER
 MZ0873  USGS QUAD   -  TROY SOUTH (1980)
 MZ0873
 MZ0873                         *CURRENT SURVEY CONTROL
 MZ0873  ___________________________________________________________________
 MZ0873* NAD 83(1986)-  42 39 48.     (N)    073 43 35.     (W)     SCALED    
 MZ0873* NAVD 88     -         8.344  (meters)      27.38   (feet)  ADJUSTED  
 MZ0873  ___________________________________________________________________
 MZ0873  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 MZ0873  DYNAMIC HT  -           8.341 (meters)      27.37  (feet)  COMP
 MZ0873  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 MZ0873
 MZ0873  VERT ORDER  -  FIRST     CLASS I
 MZ0873
 MZ0873.The horizontal coordinates were scaled from a topographic map and have
 MZ0873.an estimated accuracy of +/- 6 seconds.
 MZ0873
 MZ0873.The orthometric height was determined by differential leveling
 MZ0873.and adjusted by the National Geodetic Survey in June 1991..
 MZ0873
 MZ0873.The geoid height was determined by GEOID03.
 MZ0873
 MZ0873.The dynamic height is computed by dividing the NAVD 88
 MZ0873.geopotential number by the normal gravity value computed on the
 MZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0873.degrees latitude (g = 980.6199 gals.).
 MZ0873
 MZ0873.The modeled gravity was interpolated from observed gravity values.
 MZ0873
 MZ0873;                    North         East    Units  Estimated Accuracy
 MZ0873;SPC NY E     -   425,570.      213,420.      MT  (+/- 180 meters Scaled)
 MZ0873
 MZ0873                          SUPERSEDED SURVEY CONTROL
 MZ0873
 MZ0873.No superseded survey control is available for this station.
 MZ0873
 MZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN043242(NAD 83)
 MZ0873_MARKER: DB = BENCH MARK DISK
 MZ0873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0873_SP_SET: BRIDGE
 MZ0873_STAMPING: A 397 1974
 MZ0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0873
 MZ0873  HISTORY     - Date     Condition        Report By
 MZ0873  HISTORY     - 1974     MONUMENTED       NGS
 MZ0873
 MZ0873                          STATION DESCRIPTION
 MZ0873
 MZ0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0873'1.5 MI N FROM RENSSELAER.
 MZ0873'1.5 MILES NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE BROADWAY
 MZ0873'STREET OVERPASS AT RENSSELAER, AT THE INTERSTATE 90 BRIDGE OVER THE
 MZ0873'TRACKS AND THE HUDSON RIVER, SET IN THE CENTER BETWEEN THE TWO CENTER
 MZ0873'PIERS ON THE EAST EDGE OF A CONCRETE BASE WHICH SUPPORTS THE SECOND
 MZ0873'ROW OF FOUR PIERS FROM THE EAST END OF THE BRIDGE.  2 FEET NORTHWEST
 MZ0873'OF THE SOUTHEAST EDGE OF THE CONCRETE BASE, 43.7 FEET SOUTHWEST OF THE
 MZ0873'NORTHEAST END OF BASE, 56.3 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 MZ0873'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0974 ***********************************************************************
 MZ0974  DESIGNATION -  A 398
 MZ0974  PID         -  MZ0974
 MZ0974  STATE/COUNTY-  NY/RENSSELAER
 MZ0974  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0974
 MZ0974                         *CURRENT SURVEY CONTROL
 MZ0974  ___________________________________________________________________
 MZ0974* NAD 83(1986)-  42 36 53.     (N)    073 44 41.     (W)     SCALED    
 MZ0974* NAVD 88     -        28.657  (meters)      94.02   (feet)  ADJUSTED  
 MZ0974  ___________________________________________________________________
 MZ0974  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MZ0974  DYNAMIC HT  -          28.649 (meters)      93.99  (feet)  COMP
 MZ0974  MODELED GRAV-     980,335.8   (mgal)                       NAVD 88
 MZ0974
 MZ0974  VERT ORDER  -  FIRST     CLASS I
 MZ0974
 MZ0974.The horizontal coordinates were scaled from a topographic map and have
 MZ0974.an estimated accuracy of +/- 6 seconds.
 MZ0974
 MZ0974.The orthometric height was determined by differential leveling
 MZ0974.and adjusted by the National Geodetic Survey in June 1991..
 MZ0974
 MZ0974.The geoid height was determined by GEOID03.
 MZ0974
 MZ0974.The dynamic height is computed by dividing the NAVD 88
 MZ0974.geopotential number by the normal gravity value computed on the
 MZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0974.degrees latitude (g = 980.6199 gals.).
 MZ0974
 MZ0974.The modeled gravity was interpolated from observed gravity values.
 MZ0974
 MZ0974;                    North         East    Units  Estimated Accuracy
 MZ0974;SPC NY E     -   420,150.      211,960.      MT  (+/- 180 meters Scaled)
 MZ0974
 MZ0974                          SUPERSEDED SURVEY CONTROL
 MZ0974
 MZ0974  NGVD 29 (??/??/92)   28.90   (m)           94.8    (f) COMPUTED    1 1
 MZ0974
 MZ0974.Superseded values are not recommended for survey control.
 MZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0974.See file dsdata.txt to determine how the superseded data were derived.
 MZ0974
 MZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN029187(NAD 83)
 MZ0974_MARKER: DB = BENCH MARK DISK
 MZ0974_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MZ0974+WITH SETTING: INTO GROUND
 MZ0974_STAMPING: A 398 1974
 MZ0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0974+STABILITY: SURFACE MOTION
 MZ0974
 MZ0974  HISTORY     - Date     Condition        Report By
 MZ0974  HISTORY     - 1974     MONUMENTED       NGS
 MZ0974
 MZ0974                          STATION DESCRIPTION
 MZ0974
 MZ0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0974'1.1 MI S FROM RENSSELAER.
 MZ0974'1.1 MILES SOUTH ALONG THE ABANDONED BOSTON AND ALBANY RAILROAD FROM
 MZ0974'U.S. HIGHWAY 9 AND 20 AT RENSSELAER, SET NEAR THE NORTHWEST CORNER OF
 MZ0974'THE PROPERTY OF JOHN MADDALLA, 38 FEET EAST OF THE APPROXIMATE CENTER
 MZ0974'OF THE ABANDONED RAILROAD GRADE, 40.3 FEET NORTH-NORTHWEST OF THE
 MZ0974'NORTHWEST CORNER OF A GARAGE, 1.3 FEET WEST OF A METAL WITNESS POST
 MZ0974'AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A
 MZ0974'METAL BASE PLATE THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 MZ0974'ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0558 ***********************************************************************
 MZ0558  DESIGNATION -  A 399
 MZ0558  PID         -  MZ0558
 MZ0558  STATE/COUNTY-  NY/DUTCHESS
 MZ0558  USGS QUAD   -  SAUGERTIES (1978)
 MZ0558
 MZ0558                         *CURRENT SURVEY CONTROL
 MZ0558  ___________________________________________________________________
 MZ0558* NAD 83(1986)-  42 03 24.     (N)    073 53 54.     (W)     SCALED    
 MZ0558* NAVD 88     -        44.859  (meters)     147.17   (feet)  ADJUSTED  
 MZ0558  ___________________________________________________________________
 MZ0558  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MZ0558  DYNAMIC HT  -          44.844 (meters)     147.13  (feet)  COMP
 MZ0558  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 MZ0558
 MZ0558  VERT ORDER  -  FIRST     CLASS I
 MZ0558
 MZ0558.The horizontal coordinates were scaled from a topographic map and have
 MZ0558.an estimated accuracy of +/- 6 seconds.
 MZ0558
 MZ0558.The orthometric height was determined by differential leveling
 MZ0558.and adjusted by the National Geodetic Survey in June 1991..
 MZ0558
 MZ0558.The geoid height was determined by GEOID03.
 MZ0558
 MZ0558.The dynamic height is computed by dividing the NAVD 88
 MZ0558.geopotential number by the normal gravity value computed on the
 MZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0558.degrees latitude (g = 980.6199 gals.).
 MZ0558
 MZ0558.The modeled gravity was interpolated from observed gravity values.
 MZ0558
 MZ0558;                    North         East    Units  Estimated Accuracy
 MZ0558;SPC NY E     -   358,070.      199,800.      MT  (+/- 180 meters Scaled)
 MZ0558
 MZ0558                          SUPERSEDED SURVEY CONTROL
 MZ0558
 MZ0558.No superseded survey control is available for this station.
 MZ0558
 MZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM911566(NAD 83)
 MZ0558_MARKER: DB = BENCH MARK DISK
 MZ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0558_STAMPING: A 399 1974
 MZ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0558+STABILITY: SURFACE MOTION
 MZ0558
 MZ0558  HISTORY     - Date     Condition        Report By
 MZ0558  HISTORY     - 1974     MONUMENTED       NGS
 MZ0558  HISTORY     - 1975     GOOD             NGS
 MZ0558
 MZ0558                          STATION DESCRIPTION
 MZ0558
 MZ0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0558'10.45 MI N FROM RHINEBECK.
 MZ0558'1.7 MILES EAST ALONG STATE HIGHWAY 308 FROM THE INTERSECTION OF U.S.
 MZ0558'HIGHWAY 9 AT RHINEBECK, THENCE 8.75 MILES NORTH ALONG STATE HIGHWAY 9
 MZ0558'G, AT THE JUNCTION OF STATE HIGHWAY 402 (BROADWAY) IN THE SOUTH WEST
 MZ0558'CORNER OF THE JUNCTION, 50.6 FEET WEST OF THE CENTER LINE OF THE
 MZ0558'HIGHWAY, 22.3 FEET SOUTH OF THE CENTER LINE OF A STATE HIGHWAY 402,
 MZ0558'THE HIGHWAY, 22.3 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 402,
 MZ0558'19.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING, 1.4
 MZ0558'FEET WEST OF TELEPHONE POLE 30505 P, ABOUT LEVEL WITH THE HIGHWAY, A
 MZ0558'DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A
 MZ0558'DEPTH OF 16 1/2 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 MZ0558'CONCRETE POST FLUSH WITH THE GROUND.
 MZ0558
 MZ0558                          STATION RECOVERY (1975)
 MZ0558
 MZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MZ0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1135 ***********************************************************************
 KU1135  DESIGNATION -  A 40
 KU1135  PID         -  KU1135
 KU1135  STATE/COUNTY-  NY/QUEENS
 KU1135  USGS QUAD   -  SEA CLIFF (1979)
 KU1135
 KU1135                         *CURRENT SURVEY CONTROL
 KU1135  ___________________________________________________________________
 KU1135* NAD 83(1986)-  40 46 13.     (N)    073 44 07.     (W)     SCALED    
 KU1135* NAVD 88     -        26.401  (meters)      86.62   (feet)  ADJUSTED  
 KU1135  ___________________________________________________________________
 KU1135  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1135  DYNAMIC HT  -          26.390 (meters)      86.58  (feet)  COMP
 KU1135  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 KU1135
 KU1135  VERT ORDER  -  FIRST     CLASS II
 KU1135
 KU1135.The horizontal coordinates were scaled from a topographic map and have
 KU1135.an estimated accuracy of +/- 6 seconds.
 KU1135
 KU1135.The orthometric height was determined by differential leveling
 KU1135.and adjusted by the National Geodetic Survey in June 1991..
 KU1135.WARNING-Repeat measurements at this control monument indicate possible
 KU1135.vertical movement.
 KU1135
 KU1135.The geoid height was determined by GEOID03.
 KU1135
 KU1135.The dynamic height is computed by dividing the NAVD 88
 KU1135.geopotential number by the normal gravity value computed on the
 KU1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1135.degrees latitude (g = 980.6199 gals.).
 KU1135
 KU1135.The modeled gravity was interpolated from observed gravity values.
 KU1135
 KU1135;                    North         East    Units  Estimated Accuracy
 KU1135;SPC NY L     -    67,060.      322,350.      MT  (+/- 180 meters Scaled)
 KU1135
 KU1135                          SUPERSEDED SURVEY CONTROL
 KU1135
 KU1135  NGVD 29 (??/??/92)   26.730  (m)           87.70   (f) ADJ UNCH    1 2
 KU1135
 KU1135.Superseded values are not recommended for survey control.
 KU1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1135.See file dsdata.txt to determine how the superseded data were derived.
 KU1135
 KU1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL067140(NAD 83)
 KU1135_MARKER: DB = BENCH MARK DISK
 KU1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1135_SP_SET: BUILDING
 KU1135_STAMPING: A 40 1932 87.756
 KU1135_MARK LOGO: CGS   
 KU1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1135+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 KU1135
 KU1135  HISTORY     - Date     Condition        Report By
 KU1135  HISTORY     - 1932     MONUMENTED       CGS
 KU1135  HISTORY     - 1952     GOOD             NGS
 KU1135  HISTORY     - 1988     GOOD             USPSQD
 KU1135  HISTORY     - 1989     GOOD             USPSQD
 KU1135  HISTORY     - 1990     GOOD             USPSQD
 KU1135  HISTORY     - 19901205 GOOD             SBAS
 KU1135  HISTORY     - 20040331 GOOD             GEOCAC
 KU1135  HISTORY     - 20060517 GOOD             GEOCAC
 KU1135
 KU1135                          STATION DESCRIPTION
 KU1135
 KU1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1135'AT NEW YORK.
 KU1135'AT NEW YORK, IN BOROUGH OF QUEENS, AT THE INTERSECTION OF NORTHERN
 KU1135'BOULEVARD AND LITTLE NECK PARKWAY, 20 FEET SOUTHEAST OF SOUTHEAST
 KU1135'CURB OF NORTHERN BOULEVARD, 45 1/2 FEET SOUTH OF SOUTH CURB
 KU1135'OF LITTLE NECK PARKWAY, SET VERTICALLY IN THE NORTHWEST FACE
 KU1135'AT WEST CORNER OF BANK OF MANHATTAN COMPANY BUILDING, 0.8 FOOT
 KU1135'NORTHEAST OF WEST CORNER AND 4.1 FOOT ABOVE SIDE WALK.
 KU1135
 KU1135                          STATION RECOVERY (1988)
 KU1135
 KU1135'RECOVERY NOTE BY US POWER SQUADRON 1988 (EKW)
 KU1135'RECOVERED IN GOOD CONDITION.
 KU1135
 KU1135                          STATION RECOVERY (1989)
 KU1135
 KU1135'RECOVERY NOTE BY US POWER SQUADRON 1989 (SM)
 KU1135'RECOVERED IN GOOD CONDITION.
 KU1135
 KU1135                          STATION RECOVERY (1990)
 KU1135
 KU1135'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 KU1135'RECOVERED IN GOOD CONDITION.
 KU1135
 KU1135                          STATION RECOVERY (1990)
 KU1135
 KU1135'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1990
 KU1135'RECOVERED IN GOOD CONDITION.
 KU1135
 KU1135                          STATION RECOVERY (2004)
 KU1135
 KU1135'RECOVERY NOTE BY GEOCACHING 2004 (CAG)
 KU1135'BUILDING NOW THE CHASE BUILDING
 KU1135
 KU1135                          STATION RECOVERY (2006)
 KU1135
 KU1135'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1135'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1789 ***********************************************************************
 KU1789  DESIGNATION -  A 400
 KU1789  PID         -  KU1789
 KU1789  STATE/COUNTY-  NY/KINGS
 KU1789  USGS QUAD   -  BROOKLYN (1979)
 KU1789
 KU1789                         *CURRENT SURVEY CONTROL
 KU1789  ___________________________________________________________________
 KU1789* NAD 83(1986)-  40 41 53.     (N)    073 58 27.     (W)     SCALED    
 KU1789* NAVD 88     -         4.554  (meters)      14.94   (feet)  ADJUSTED  
 KU1789  ___________________________________________________________________
 KU1789  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1789  DYNAMIC HT  -           4.552 (meters)      14.93  (feet)  COMP
 KU1789  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 KU1789
 KU1789  VERT ORDER  -  FIRST     CLASS II
 KU1789
 KU1789.The horizontal coordinates were scaled from a topographic map and have
 KU1789.an estimated accuracy of +/- 6 seconds.
 KU1789
 KU1789.The orthometric height was determined by differential leveling
 KU1789.and adjusted by the National Geodetic Survey in June 1991..
 KU1789.WARNING-Repeat measurements at this control monument indicate possible
 KU1789.vertical movement.
 KU1789
 KU1789.The geoid height was determined by GEOID03.
 KU1789
 KU1789.The dynamic height is computed by dividing the NAVD 88
 KU1789.geopotential number by the normal gravity value computed on the
 KU1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1789.degrees latitude (g = 980.6199 gals.).
 KU1789
 KU1789.The modeled gravity was interpolated from observed gravity values.
 KU1789
 KU1789;                    North         East    Units  Estimated Accuracy
 KU1789;SPC NY L     -    59,010.      302,180.      MT  (+/- 180 meters Scaled)
 KU1789
 KU1789                          SUPERSEDED SURVEY CONTROL
 KU1789
 KU1789  NGVD 29 (??/??/92)    4.892  (m)           16.05   (f) ADJ UNCH    1 2
 KU1789
 KU1789.Superseded values are not recommended for survey control.
 KU1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1789.See file dsdata.txt to determine how the superseded data were derived.
 KU1789
 KU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL866057(NAD 83)
 KU1789_MARKER: DB = BENCH MARK DISK
 KU1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1789_SP_SET: COLUMN
 KU1789_STAMPING: A 400 1942
 KU1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1789
 KU1789  HISTORY     - Date     Condition        Report By
 KU1789  HISTORY     - 1942     MONUMENTED       CGS
 KU1789  HISTORY     - 1952     GOOD             NGS
 KU1789
 KU1789                          STATION DESCRIPTION
 KU1789
 KU1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1789'AT NEW YORK.
 KU1789'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1789'NEAR THE INTERSECTION OF PAULDING AVENUE AND 8TH STREET, INSIDE
 KU1789'BUILDING NO. 77, SET VERTICALLY IN NORTH FACE OF THE SECOND
 KU1789'COLUMN SOUTH OF ENTRANCE NO. 2 FROM PAULDING AVENUE AND ON
 KU1789'WEST SIDE OF ENTRANCE AND ABOUT 4 1/2 FEET ABOVE FLOOR.
 KU1789'NOTE-- ENGINEER AT NAVY YARD POINTED OUT THIS MARK AND STATED
 KU1789'THAT IT WAS SET BY USC AND GS AT THE REQUEST OF THE NAVY YARD.
 KU1789'NO DESCRIPTION OF THIS MARK WAS FOUND ON TIE SHEETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1488 ***********************************************************************
 LX1488  DESIGNATION -  A 400
 LX1488  PID         -  LX1488
 LX1488  STATE/COUNTY-  NY/DUTCHESS
 LX1488  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1488
 LX1488                         *CURRENT SURVEY CONTROL
 LX1488  ___________________________________________________________________
 LX1488* NAD 83(1986)-  41 42 21.     (N)    073 56 14.     (W)     SCALED    
 LX1488* NAVD 88     -        21.433  (meters)      70.32   (feet)  ADJUSTED  
 LX1488  ___________________________________________________________________
 LX1488  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX1488  DYNAMIC HT  -          21.425 (meters)      70.29  (feet)  COMP
 LX1488  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LX1488  OBS GRAVITY -     980,267.3   (mgal)                       GRAV_OBS
 LX1488
 LX1488  VERT ORDER  -  FIRST     CLASS I
 LX1488
 LX1488.The horizontal coordinates were scaled from a topographic map and have
 LX1488.an estimated accuracy of +/- 6 seconds.
 LX1488
 LX1488.The orthometric height was determined by differential leveling
 LX1488.and adjusted by the National Geodetic Survey in June 1991..
 LX1488
 LX1488.The geoid height was determined by GEOID03.
 LX1488
 LX1488.The dynamic height is computed by dividing the NAVD 88
 LX1488.geopotential number by the normal gravity value computed on the
 LX1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1488.degrees latitude (g = 980.6199 gals.).
 LX1488
 LX1488.The modeled gravity was interpolated from observed gravity values.
 LX1488.The observed gravity was obtained from relative gravimeter ties
 LX1488.to the IGSN71 gravity network.
 LX1488
 LX1488;                    North         East    Units  Estimated Accuracy
 LX1488;SPC NY E     -   319,080.      196,840.      MT  (+/- 180 meters Scaled)
 LX1488
 LX1488                          SUPERSEDED SURVEY CONTROL
 LX1488
 LX1488.No superseded survey control is available for this station.
 LX1488
 LX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM884176(NAD 83)
 LX1488_MARKER: DB = BENCH MARK DISK
 LX1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1488_SP_SET: PIER
 LX1488_STAMPING: A 400 1974
 LX1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1488
 LX1488  HISTORY     - Date     Condition        Report By
 LX1488  HISTORY     - 1974     MONUMENTED       NGS
 LX1488  HISTORY     - 1978     GOOD             NGS
 LX1488  HISTORY     - 19910522 GOOD             USPSQD
 LX1488
 LX1488                          STATION DESCRIPTION
 LX1488
 LX1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1488'AT POUGHKEEPSIE.
 LX1488'AT POUGHKEEPSIE, AT THE U.S. HIGHWAY 9 OVERPASS OVER MAIN
 LX1488'STREET, SET VERTICALLY IN THE WEST FACE OF THE WEST CONCRETE
 LX1488'PIER NORTH OF MAIN STREET, AT THE JUNCTION OF MAIN AND HARRIS
 LX1488'STREETS, 30.4 FEET NORTH OF THE CENTER LINE OF MAIN STREET, 92.8
 LX1488'FEET EAST OF THE CENTER LINE OF HARRIS STREET, ABOUT 3 FEET
 LX1488'HIGHER THAN THE STREETS, AND 3.1 FEET ABOVE THE GROUND.
 LX1488
 LX1488                          STATION RECOVERY (1978)
 LX1488
 LX1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1488'RECOVERED IN GOOD CONDITION.
 LX1488
 LX1488                          STATION RECOVERY (1991)
 LX1488
 LX1488'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1315 ***********************************************************************
 LX1315  DESIGNATION -  A 401
 LX1315  PID         -  LX1315
 LX1315  STATE/COUNTY-  NY/PUTNAM
 LX1315  USGS QUAD   -  WEST POINT (1981)
 LX1315
 LX1315                         *CURRENT SURVEY CONTROL
 LX1315  ___________________________________________________________________
 LX1315* NAD 83(1986)-  41 23 04.     (N)    073 54 44.     (W)     SCALED    
 LX1315* NAVD 88     -       179.077  (meters)     587.52   (feet)  ADJUSTED  
 LX1315  ___________________________________________________________________
 LX1315  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 LX1315  DYNAMIC HT  -         179.007 (meters)     587.29  (feet)  COMP
 LX1315  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 LX1315
 LX1315  VERT ORDER  -  FIRST     CLASS I
 LX1315
 LX1315.The horizontal coordinates were scaled from a topographic map and have
 LX1315.an estimated accuracy of +/- 6 seconds.
 LX1315
 LX1315.The orthometric height was determined by differential leveling
 LX1315.and adjusted by the National Geodetic Survey in June 1991..
 LX1315
 LX1315.The geoid height was determined by GEOID03.
 LX1315
 LX1315.The dynamic height is computed by dividing the NAVD 88
 LX1315.geopotential number by the normal gravity value computed on the
 LX1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1315.degrees latitude (g = 980.6199 gals.).
 LX1315
 LX1315.The modeled gravity was interpolated from observed gravity values.
 LX1315
 LX1315;                    North         East    Units  Estimated Accuracy
 LX1315;SPC NY E     -   283,410.      199,160.      MT  (+/- 180 meters Scaled)
 LX1315
 LX1315                          SUPERSEDED SURVEY CONTROL
 LX1315
 LX1315  NGVD 29 (??/??/??)  179.370  (m)          588.48   (f) ADJUSTED    1 1
 LX1315
 LX1315.Superseded values are not recommended for survey control.
 LX1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1315.See file dsdata.txt to determine how the superseded data were derived.
 LX1315
 LX1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL909820(NAD 83)
 LX1315_MARKER: DB = BENCH MARK DISK
 LX1315_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 LX1315+WITH SETTING: INTO GROUND
 LX1315_STAMPING: A 401 1974
 LX1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1315+STABILITY: SURFACE MOTION
 LX1315
 LX1315  HISTORY     - Date     Condition        Report By
 LX1315  HISTORY     - 1974     MONUMENTED       NGS
 LX1315  HISTORY     - 1978     GOOD             NGS
 LX1315
 LX1315                          STATION DESCRIPTION
 LX1315
 LX1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1315'7 MI N FROM PEEKSKILL.
 LX1315'7.0 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1315'OVERPASS AT PEEKSKILL, 0.2 MILE NORTH OF THE INTERSECTION OF
 LX1315'TRAVIS CORNERS ROAD, AT THE ENTRANCE TO GARRISON GOLF COURSE,
 LX1315'43.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT EAST
 LX1315'OF THE EAST END OF A STONE FENCE WHICH PROJECTS ABOUT 6 FEET
 LX1315'ABOVE THE GROUND, 0.9 FOOT NORTH OF A RAIL FENCE, 44 FEET SOUTH
 LX1315'OF THE CENTER OF THE ENTRANCE, 11 FEET NORTH OF AN 18-INCH PINE
 LX1315'TREE, 8.2 FEET NORTHWEST OF AN IRON PIPE BEARING A GARRISON GOLF
 LX1315'COURSE SIGN, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP
 LX1315'OF A COPPER COATED ROD WHICH IS 4-FEET LONG WITH A BASE PLATE
 LX1315'ATTACHED.  THE ROD IS ENCASED IN A 6-INCH CAST IRON PIPE
 LX1315'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LX1315
 LX1315                          STATION RECOVERY (1978)
 LX1315
 LX1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1347 ***********************************************************************
 LX1347  DESIGNATION -  A 402
 LX1347  PID         -  LX1347
 LX1347  STATE/COUNTY-  NY/WESTCHESTER
 LX1347  USGS QUAD   -  WHITE PLAINS (1967)
 LX1347
 LX1347                         *CURRENT SURVEY CONTROL
 LX1347  ___________________________________________________________________
 LX1347* NAD 83(1986)-  41 06 35.     (N)    073 51 31.     (W)     SCALED    
 LX1347* NAVD 88     -        39.006  (meters)     127.97   (feet)  ADJUSTED  
 LX1347  ___________________________________________________________________
 LX1347  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 LX1347  DYNAMIC HT  -          38.992 (meters)     127.93  (feet)  COMP
 LX1347  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 LX1347  OBS GRAVITY -     980,262.7   (mgal)                       GRAV_OBS
 LX1347
 LX1347  VERT ORDER  -  FIRST     CLASS I
 LX1347
 LX1347.The horizontal coordinates were scaled from a topographic map and have
 LX1347.an estimated accuracy of +/- 6 seconds.
 LX1347
 LX1347.The orthometric height was determined by differential leveling
 LX1347.and adjusted by the National Geodetic Survey in June 1991..
 LX1347
 LX1347.The geoid height was determined by GEOID03.
 LX1347
 LX1347.The dynamic height is computed by dividing the NAVD 88
 LX1347.geopotential number by the normal gravity value computed on the
 LX1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1347.degrees latitude (g = 980.6199 gals.).
 LX1347
 LX1347.The modeled gravity was interpolated from observed gravity values.
 LX1347.The observed gravity was obtained from relative gravimeter ties
 LX1347.to the IGSN71 gravity network.
 LX1347
 LX1347;                    North         East    Units  Estimated Accuracy
 LX1347;SPC NY E     -   252,930.      203,870.      MT  (+/- 180 meters Scaled)
 LX1347
 LX1347                          SUPERSEDED SURVEY CONTROL
 LX1347
 LX1347  NGVD 29 (??/??/??)   39.301  (m)          128.94   (f) ADJUSTED    1 1
 LX1347
 LX1347.Superseded values are not recommended for survey control.
 LX1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1347.See file dsdata.txt to determine how the superseded data were derived.
 LX1347
 LX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL958515(NAD 83)
 LX1347_MARKER: DB = BENCH MARK DISK
 LX1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1347_SP_SET: OVERPASS ABUTMENT
 LX1347_STAMPING: A 402 1974
 LX1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1347+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 LX1347
 LX1347  HISTORY     - Date     Condition        Report By
 LX1347  HISTORY     - 1974     MONUMENTED       NGS
 LX1347  HISTORY     - 1978     GOOD             NGS
 LX1347  HISTORY     - 1988     GOOD             USPSQD
 LX1347  HISTORY     - 1989     GOOD             USPSQD
 LX1347  HISTORY     - 20040205 GOOD             MAP
 LX1347
 LX1347                          STATION DESCRIPTION
 LX1347
 LX1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1347'2.3 MI N FROM TARRYTOWN.
 LX1347'2.3 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 LX1347'TARRYTOWN, ALSO 3.45 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE
 LX1347'POST OFFICE AT OSSINING, SET VERTICALLY IN THE EAST FACE OF THE
 LX1347'WEST ABUTMENT OF STATE HIGHWAY 117 OVERPASS OVER U.S. HIGHWAY 9,
 LX1347'14.3 FEET WEST OF THE WEST CURB OF U.S. HIGHWAY 9 AND ABOUT 4
 LX1347'FEET ABOVE THE SURFACE OF THE GROUND.
 LX1347
 LX1347                          STATION RECOVERY (1978)
 LX1347
 LX1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1347'RECOVERED IN GOOD CONDITION.
 LX1347
 LX1347                          STATION RECOVERY (1988)
 LX1347
 LX1347'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1347'RECOVERED IN GOOD CONDITION.
 LX1347
 LX1347                          STATION RECOVERY (1989)
 LX1347
 LX1347'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1347'RECOVERED IN GOOD CONDITION.
 LX1347
 LX1347                          STATION RECOVERY (2004)
 LX1347
 LX1347'RECOVERY NOTE BY MAPCO 2004 (MJP)
 LX1347'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0995 ***********************************************************************
 KU0995  DESIGNATION -  A 403
 KU0995  PID         -  KU0995
 KU0995  STATE/COUNTY-  NY/NEW YORK
 KU0995  USGS QUAD   -  CENTRAL PARK (1979)
 KU0995
 KU0995                         *CURRENT SURVEY CONTROL
 KU0995  ___________________________________________________________________
 KU0995* NAD 83(1986)-  40 49 01.     (N)    073 57 40.     (W)     SCALED    
 KU0995* NAVD 88     -        29.462  (meters)      96.66   (feet)  ADJUSTED  
 KU0995  ___________________________________________________________________
 KU0995  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU0995  DYNAMIC HT  -          29.451 (meters)      96.62  (feet)  COMP
 KU0995  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 KU0995
 KU0995  VERT ORDER  -  FIRST     CLASS I
 KU0995
 KU0995.The horizontal coordinates were scaled from a topographic map and have
 KU0995.an estimated accuracy of +/- 6 seconds.
 KU0995
 KU0995.The orthometric height was determined by differential leveling
 KU0995.and adjusted by the National Geodetic Survey in June 1991..
 KU0995
 KU0995.The geoid height was determined by GEOID03.
 KU0995
 KU0995.The dynamic height is computed by dividing the NAVD 88
 KU0995.geopotential number by the normal gravity value computed on the
 KU0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0995.degrees latitude (g = 980.6199 gals.).
 KU0995
 KU0995.The modeled gravity was interpolated from observed gravity values.
 KU0995
 KU0995;                    North         East    Units  Estimated Accuracy
 KU0995;SPC NY E     -   220,360.      195,460.      MT  (+/- 180 meters Scaled)
 KU0995
 KU0995                          SUPERSEDED SURVEY CONTROL
 KU0995
 KU0995  NGVD 29 (??/??/92)   29.79   (m)           97.7    (f) COMPUTED    1 1
 KU0995
 KU0995.Superseded values are not recommended for survey control.
 KU0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0995.See file dsdata.txt to determine how the superseded data were derived.
 KU0995
 KU0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL876189(NAD 83)
 KU0995_MARKER: DB = BENCH MARK DISK
 KU0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0995_SP_SET: VIEWPOINT
 KU0995_STAMPING: A 403 1974
 KU0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0995+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 KU0995
 KU0995  HISTORY     - Date     Condition        Report By
 KU0995  HISTORY     - 1974     MONUMENTED       NGS
 KU0995  HISTORY     - 20051101 GOOD             GEOCAC
 KU0995
 KU0995                          STATION DESCRIPTION
 KU0995
 KU0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KU0995'AT NEW YORK.
 KU0995'AT NEW YORK, IN THE BOROUGH OF MANHATTEN, NEAR THE SOUTHWEST END
 KU0995'OF THE RIVERSIDE DRIVE VIADUCT, WHICH EXTENDS OVER STREETS FROM
 KU0995'WEST 135TH STREET TO WEST 125TH STREET, SET IN THE NORTH CORNER
 KU0995'OF A VIEWPOINT NEAR THE SOUTHWEST END OF THE VIADUCT AND DIRECTLY
 KU0995'OVER THE NORTH CORNER OF THE FIRST STONE LAYED PIER NORTHEAST OF
 KU0995'THE SOUTHWEST END OF THE VIADUCT, 24.4 FEET NORTHWEST OF THE
 KU0995'NORTHWEST CURB OF RIVERSIDE DRIVE, 92.7 FEET NORTHEAST OF THE
 KU0995'SOUTHWEST END OF THE VIADUCT AND ABOUT 2 FEET ABOVE THE LEVEL
 KU0995'OF THE DRIVE.
 KU0995
 KU0995                          STATION RECOVERY (2005)
 KU0995
 KU0995'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0914 ***********************************************************************
 OE0914  DESIGNATION -  A 404
 OE0914  PID         -  OE0914
 OE0914  STATE/COUNTY-  NY/ONEIDA
 OE0914  USGS QUAD   -  ORISKANY (1955)
 OE0914
 OE0914                         *CURRENT SURVEY CONTROL
 OE0914  ___________________________________________________________________
 OE0914* NAD 83(1986)-  43 08 52.     (N)    075 16 07.     (W)     SCALED    
 OE0914* NAVD 88     -       157.645  (meters)     517.21   (feet)  ADJUSTED  
 OE0914  ___________________________________________________________________
 OE0914  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 OE0914  DYNAMIC HT  -         157.605 (meters)     517.08  (feet)  COMP
 OE0914  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 OE0914
 OE0914  VERT ORDER  -  FIRST     CLASS I
 OE0914
 OE0914.The horizontal coordinates were scaled from a topographic map and have
 OE0914.an estimated accuracy of +/- 6 seconds.
 OE0914
 OE0914.The orthometric height was determined by differential leveling
 OE0914.and adjusted by the National Geodetic Survey in June 1991..
 OE0914
 OE0914.The geoid height was determined by GEOID03.
 OE0914
 OE0914.The dynamic height is computed by dividing the NAVD 88
 OE0914.geopotential number by the normal gravity value computed on the
 OE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0914.degrees latitude (g = 980.6199 gals.).
 OE0914
 OE0914.The modeled gravity was interpolated from observed gravity values.
 OE0914
 OE0914;                    North         East    Units  Estimated Accuracy
 OE0914;SPC NY C     -   350,430.      356,940.      MT  (+/- 180 meters Scaled)
 OE0914
 OE0914                          SUPERSEDED SURVEY CONTROL
 OE0914
 OE0914.No superseded survey control is available for this station.
 OE0914
 OE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN781772(NAD 83)
 OE0914_MARKER: DB = BENCH MARK DISK
 OE0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0914_STAMPING: A 404 1975
 OE0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0914+STABILITY: SURFACE MOTION
 OE0914
 OE0914  HISTORY     - Date     Condition        Report By
 OE0914  HISTORY     - 1975     MONUMENTED       NGS
 OE0914  HISTORY     - 19910905 MARK NOT FOUND   USPSQD
 OE0914
 OE0914                          STATION DESCRIPTION
 OE0914
 OE0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0914'4.1 MI NW FROM UTICA.
 OE0914'ABOUT 4.1 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0914'STATION AT UTICA, ALSO 1.95 MILES SOUTHEAST OF THE CROSSING OF STATE
 OE0914'HIGHWAY 291 OVER THE TRACKS AT MARCY, 0.10 MILES SOUTHEAST OF MILE
 OE0914'POST NO. U4, AT THE CROSSING OF CAVANAUGH ROAD, 70.0 FEET EAST FROM
 OE0914'POWER POLE, 29.0 FEET SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 OE0914'20.0 FT. NORTHEAST FROM THE EAST RAIL, 1 FOOT SOUTHWEST OF A METAL
 OE0914'WITNESS POST, AND ON THE TOP OF A 4 FOOT COPPER COATED ROD THAT IS
 OE0914'ATTACHED TO A METAL BASE PLATE.  THE UPPER PORTION OF THE ROD IS
 OE0914'ENCASED IN A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 OE0914
 OE0914                          STATION RECOVERY (1991)
 OE0914
 OE0914'RECOVERY NOTE BY US POWER SQUADRON 1991 (RRZ)
 OE0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0893 ***********************************************************************
 OE0893  DESIGNATION -  A 405
 OE0893  PID         -  OE0893
 OE0893  STATE/COUNTY-  NY/ONEIDA
 OE0893  USGS QUAD   -  FORESTPORT (1945)
 OE0893
 OE0893                         *CURRENT SURVEY CONTROL
 OE0893  ___________________________________________________________________
 OE0893* NAD 83(1986)-  43 24 23.     (N)    075 13 10.     (W)     SCALED    
 OE0893* NAVD 88     -       392.469  (meters)    1287.63   (feet)  ADJUSTED  
 OE0893  ___________________________________________________________________
 OE0893  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 OE0893  DYNAMIC HT  -         392.368 (meters)    1287.29  (feet)  COMP
 OE0893  MODELED GRAV-     980,351.0   (mgal)                       NAVD 88
 OE0893
 OE0893  VERT ORDER  -  FIRST     CLASS I
 OE0893
 OE0893.The horizontal coordinates were scaled from a topographic map and have
 OE0893.an estimated accuracy of +/- 6 seconds.
 OE0893
 OE0893.The orthometric height was determined by differential leveling
 OE0893.and adjusted by the National Geodetic Survey in June 1991..
 OE0893
 OE0893.The geoid height was determined by GEOID03.
 OE0893
 OE0893.The dynamic height is computed by dividing the NAVD 88
 OE0893.geopotential number by the normal gravity value computed on the
 OE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0893.degrees latitude (g = 980.6199 gals.).
 OE0893
 OE0893.The modeled gravity was interpolated from observed gravity values.
 OE0893
 OE0893;                    North         East    Units  Estimated Accuracy
 OE0893;SPC NY C     -   379,220.      360,470.      MT  (+/- 180 meters Scaled)
 OE0893
 OE0893                          SUPERSEDED SURVEY CONTROL
 OE0893
 OE0893.No superseded survey control is available for this station.
 OE0893
 OE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP822059(NAD 83)
 OE0893_MARKER: DV = VERTICAL CONTROL DISK
 OE0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0893_SP_SET: CONCRETE POST
 OE0893_STAMPING: A 405 1975
 OE0893_MARK LOGO: NGS   
 OE0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0893+STABILITY: SURFACE MOTION
 OE0893
 OE0893  HISTORY     - Date     Condition        Report By
 OE0893  HISTORY     - 1975     MONUMENTED       NGS
 OE0893  HISTORY     - 19920602 POOR             USPSQD
 OE0893  HISTORY     - 20020531 GOOD             USPSQD
 OE0893
 OE0893                          STATION DESCRIPTION
 OE0893
 OE0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0893'6.05 MI N FROM REMSEN.
 OE0893'ABOUT 1.0 MILES NORTHWEST ALONG MAIN STREET FROM THE REMSEN CENTRAL
 OE0893'SCHOOL AT REMSEN, THENCE 5.05 MILES NORTH ALONG STATE HIGHWAY 12, ALSO
 OE0893'3.65 MILES SOUTHEAST OF THE POST OFFICE AT FORESTPORT, 66.6 FEET EAST
 OE0893'FROM THE CENTERLINE OF STATE HIGHWAY 12, 63.0 FEET SOUTHEAST FROM THE
 OE0893'CENTERLINE JUNCTION OF STATE HIGHWAY 12 AND DUSTIN ROAD, 36.6 FEET
 OE0893'SOUTH FROM THE CENTERLINE OF DUSTIN ROAD, 22.8 FEET SOUTHEAST FROM
 OE0893'POWER POLE G5A-28-1, 7.3 FEET WEST OF A METAL WITNESS POST, SET ABOUT
 OE0893'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4 FOOT
 OE0893'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE UPPER
 OE0893'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FEET
 OE0893'ABOVE THE GROUND.
 OE0893
 OE0893                          STATION RECOVERY (1992)
 OE0893
 OE0893'RECOVERY NOTE BY US POWER SQUADRON 1992
 OE0893'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS NOW 3 INCHES BELOW
 OE0893'GROUND NO CONCRETE POST IS THERE AND IT CAN BE MOVED.
 OE0893
 OE0893                          STATION RECOVERY (2002)
 OE0893
 OE0893'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0893'MARK IS NOW ABOUT 8 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0550 ***********************************************************************
 OE0550  DESIGNATION -  A 406
 OE0550  PID         -  OE0550
 OE0550  STATE/COUNTY-  NY/HERKIMER
 OE0550  USGS QUAD   -  
 OE0550
 OE0550                         *CURRENT SURVEY CONTROL
 OE0550  ___________________________________________________________________
 OE0550* NAD 83(1986)-  43 40 12.     (N)    075 03 48.     (W)     SCALED    
 OE0550* NAVD 88     -       531.896  (meters)    1745.06   (feet)  ADJUSTED  
 OE0550  ___________________________________________________________________
 OE0550  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 OE0550  DYNAMIC HT  -         531.765 (meters)    1744.63  (feet)  COMP
 OE0550  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 OE0550
 OE0550  VERT ORDER  -  FIRST     CLASS I
 OE0550
 OE0550.The horizontal coordinates were scaled from a topographic map and have
 OE0550.an estimated accuracy of +/- 6 seconds.
 OE0550
 OE0550.The orthometric height was determined by differential leveling
 OE0550.and adjusted by the National Geodetic Survey in June 1991..
 OE0550
 OE0550.The geoid height was determined by GEOID03.
 OE0550
 OE0550.The dynamic height is computed by dividing the NAVD 88
 OE0550.geopotential number by the normal gravity value computed on the
 OE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0550.degrees latitude (g = 980.6199 gals.).
 OE0550
 OE0550.The modeled gravity was interpolated from observed gravity values.
 OE0550
 OE0550;                    North         East    Units  Estimated Accuracy
 OE0550;SPC NY E     -   537,260.      104,570.      MT  (+/- 180 meters Scaled)
 OE0550
 OE0550                          SUPERSEDED SURVEY CONTROL
 OE0550
 OE0550.No superseded survey control is available for this station.
 OE0550
 OE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP948352(NAD 83)
 OE0550_MARKER: DB = BENCH MARK DISK
 OE0550_SETTING: 66 = SET IN ROCK OUTCROP
 OE0550_SP_SET: BED ROCK
 OE0550_STAMPING: A 406 1975
 OE0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0550+STABILITY: POSITION/ELEVATION WELL
 OE0550
 OE0550  HISTORY     - Date     Condition        Report By
 OE0550  HISTORY     - 1975     MONUMENTED       NGS
 OE0550
 OE0550                          STATION DESCRIPTION
 OE0550
 OE0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0550'5.85 MI S FROM OLD FORGE.
 OE0550'5.85 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE FULTON CHAIN OF LAKES
 OE0550'DAM AT OLD FORGE, SET IN THE TOP OF BEDROCK, 63.3 FEET NORTHWEST OF
 OE0550'CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF POWER POLE NO. 8-71 AND
 OE0550'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0463 ***********************************************************************
 OE0463  DESIGNATION -  A 407
 OE0463  PID         -  OE0463
 OE0463  STATE/COUNTY-  NY/HERKIMER
 OE0463  USGS QUAD   -  
 OE0463
 OE0463                         *CURRENT SURVEY CONTROL
 OE0463  ___________________________________________________________________
 OE0463* NAD 83(1986)-  43 50 19.     (N)    074 57 44.     (W)     SCALED    
 OE0463* NAVD 88     -       579.659  (meters)    1901.76   (feet)  ADJUSTED  
 OE0463  ___________________________________________________________________
 OE0463  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 OE0463  DYNAMIC HT  -         579.520 (meters)    1901.31  (feet)  COMP
 OE0463  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 OE0463
 OE0463  VERT ORDER  -  FIRST     CLASS I
 OE0463
 OE0463.The horizontal coordinates were scaled from a topographic map and have
 OE0463.an estimated accuracy of +/- 6 seconds.
 OE0463
 OE0463.The orthometric height was determined by differential leveling
 OE0463.and adjusted by the National Geodetic Survey in June 1991..
 OE0463
 OE0463.The geoid height was determined by GEOID03.
 OE0463
 OE0463.The dynamic height is computed by dividing the NAVD 88
 OE0463.geopotential number by the normal gravity value computed on the
 OE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0463.degrees latitude (g = 980.6199 gals.).
 OE0463
 OE0463.The modeled gravity was interpolated from observed gravity values.
 OE0463
 OE0463;                    North         East    Units  Estimated Accuracy
 OE0463;SPC NY E     -   555,940.      112,830.      MT  (+/- 180 meters Scaled)
 OE0463
 OE0463                          SUPERSEDED SURVEY CONTROL
 OE0463
 OE0463.No superseded survey control is available for this station.
 OE0463
 OE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP030539(NAD 83)
 OE0463_MARKER: DB = BENCH MARK DISK
 OE0463_SETTING: 66 = SET IN ROCK OUTCROP
 OE0463_SP_SET: ROCK OUTCROP
 OE0463_STAMPING: A 407 1975
 OE0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0463+STABILITY: POSITION/ELEVATION WELL
 OE0463
 OE0463  HISTORY     - Date     Condition        Report By
 OE0463  HISTORY     - 1975     MONUMENTED       NGS
 OE0463
 OE0463                          STATION DESCRIPTION
 OE0463
 OE0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0463'3.25 MI N FROM BIG MOOSE.
 OE0463'ABOUT 3.25 MILES NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0463'STATION AT BIG MOOSE, 0.4 MILES NORTH OF MILE POST 72, ABOUT 150 YARDS
 OE0463'SOUTH OF A SMALL BEND IN THE TRACKS TO THE NORTHEAST, 311.0 FEET EAST
 OE0463'OF THE EAST RAIL, SET IN THE TOP OF A 4 FOOT BY 5 FOOT RAISE IN WHAT
 OE0463'APPEARS TO BE A ROCK OUTCROP, SET ABOUT 5 FEET BELOW THE LEVEL OF THE
 OE0463'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0353 ***********************************************************************
 PH0353  DESIGNATION -  A 408
 PH0353  PID         -  PH0353
 PH0353  STATE/COUNTY-  NY/FRANKLIN
 PH0353  USGS QUAD   -  MOUNT MATUMBLA (1968)
 PH0353
 PH0353                         *CURRENT SURVEY CONTROL
 PH0353  ___________________________________________________________________
 PH0353* NAD 83(1986)-  44 16 35.     (N)    074 30 26.     (W)     SCALED    
 PH0353* NAVD 88     -       492.003  (meters)    1614.18   (feet)  ADJUSTED  
 PH0353  ___________________________________________________________________
 PH0353  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PH0353  DYNAMIC HT  -         491.914 (meters)    1613.89  (feet)  COMP
 PH0353  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 PH0353
 PH0353  VERT ORDER  -  FIRST     CLASS I
 PH0353
 PH0353.The horizontal coordinates were scaled from a topographic map and have
 PH0353.an estimated accuracy of +/- 6 seconds.
 PH0353
 PH0353.The orthometric height was determined by differential leveling
 PH0353.and adjusted by the National Geodetic Survey in June 1991..
 PH0353
 PH0353.The geoid height was determined by GEOID03.
 PH0353
 PH0353.The dynamic height is computed by dividing the NAVD 88
 PH0353.geopotential number by the normal gravity value computed on the
 PH0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0353.degrees latitude (g = 980.6199 gals.).
 PH0353
 PH0353.The modeled gravity was interpolated from observed gravity values.
 PH0353
 PH0353;                    North         East    Units  Estimated Accuracy
 PH0353;SPC NY E     -   604,470.      149,420.      MT  (+/- 180 meters Scaled)
 PH0353
 PH0353                          SUPERSEDED SURVEY CONTROL
 PH0353
 PH0353.No superseded survey control is available for this station.
 PH0353
 PH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ393026(NAD 83)
 PH0353_MARKER: DB = BENCH MARK DISK
 PH0353_SETTING: 66 = SET IN ROCK OUTCROP
 PH0353_SP_SET: BEDROCK
 PH0353_STAMPING: A 408 1975
 PH0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0353+STABILITY: POSITION/ELEVATION WELL
 PH0353
 PH0353  HISTORY     - Date     Condition        Report By
 PH0353  HISTORY     - 1975     MONUMENTED       NGS
 PH0353
 PH0353                          STATION DESCRIPTION
 PH0353
 PH0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0353'3.05 MI N FROM TUPPER LAKE.
 PH0353'0.60 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 PH0353'NEW YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILE EAST ALONG
 PH0353'9TH STREET, THENCE 2.40 MILES NORTH ALONG A DIRT ROAD TO A ROCK CUT,
 PH0353'SET IN THE TOP LOWER NORTH EDGE OF A LARGE BEDROCK, 21 FEET WEST OF
 PH0353'APPROXIMATE CENTER OF THE ROAD, 48 FEET SOUTHWEST OF THE JUNCTION OF A
 PH0353'DIRT ROAD LEADING EAST, 35.2 FEET WEST AND ACROSS THE ROAD FROM A
 PH0353'UNDER GROUND TELEPHONE CABLE MARKER NO. 50., 30 FEET SOUTH OF A DOUBLE
 PH0353'SPRUCE TREE, 1.9 FEET SOUTH OF A METAL WITNESS POST WHICH IS SET IN
 PH0353'THE ROCK AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0477 ***********************************************************************
 PH0477  DESIGNATION -  A 409
 PH0477  PID         -  PH0477
 PH0477  STATE/COUNTY-  NY/FRANKLIN
 PH0477  USGS QUAD   -  BRUSHTON (1964)
 PH0477
 PH0477                         *CURRENT SURVEY CONTROL
 PH0477  ___________________________________________________________________
 PH0477* NAD 83(1986)-  44 48 10.     (N)    074 33 47.     (W)     SCALED    
 PH0477* NAVD 88     -       135.824  (meters)     445.62   (feet)  ADJUSTED  
 PH0477  ___________________________________________________________________
 PH0477  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PH0477  DYNAMIC HT  -         135.816 (meters)     445.59  (feet)  COMP
 PH0477  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 PH0477
 PH0477  VERT ORDER  -  FIRST     CLASS I
 PH0477
 PH0477.The horizontal coordinates were scaled from a topographic map and have
 PH0477.an estimated accuracy of +/- 6 seconds.
 PH0477
 PH0477.The orthometric height was determined by differential leveling
 PH0477.and adjusted by the National Geodetic Survey in June 1991..
 PH0477
 PH0477.The geoid height was determined by GEOID03.
 PH0477
 PH0477.The dynamic height is computed by dividing the NAVD 88
 PH0477.geopotential number by the normal gravity value computed on the
 PH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0477.degrees latitude (g = 980.6199 gals.).
 PH0477
 PH0477.The modeled gravity was interpolated from observed gravity values.
 PH0477
 PH0477;                    North         East    Units  Estimated Accuracy
 PH0477;SPC NY E     -   662,960.      145,010.      MT  (+/- 180 meters Scaled)
 PH0477
 PH0477                          SUPERSEDED SURVEY CONTROL
 PH0477
 PH0477.No superseded survey control is available for this station.
 PH0477
 PH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ345611(NAD 83)
 PH0477_MARKER: DB = BENCH MARK DISK
 PH0477_SETTING: 80 = SET IN A BOULDER
 PH0477_SP_SET: BOULDER
 PH0477_STAMPING: A 409 1975
 PH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0477+STABILITY: SURFACE MOTION
 PH0477
 PH0477  HISTORY     - Date     Condition        Report By
 PH0477  HISTORY     - 1975     MONUMENTED       NGS
 PH0477
 PH0477                          STATION DESCRIPTION
 PH0477
 PH0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0477'1.10 MI S FROM MOIRA.
 PH0477'1.10 MILES SOUTH ALONG A BLACKTOP COUNTY ROAD FROM THE METHODIST
 PH0477'CHURCH AT MOIRA, SET IN THE TOP OF A 6 BY 7 FOOT ROCK BOULDER, 152
 PH0477'FEET WEST OF THE CENTER LINE OF THE ROAD, 110 FEET SOUTHWEST OF THE
 PH0477'SOUTHWEST CORNER OF A BARN, 85 FEET SOUTH OF A EAST-WEST FENCE LINE,
 PH0477'11.5 FEET WEST OF NORTH-SOUTH FENCE LINE, ABOUT 3 FEET ABOVE THE
 PH0477'GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0482 ***********************************************************************
 NB0482  DESIGNATION -  A 41
 NB0482  PID         -  NB0482
 NB0482  STATE/COUNTY-  NY/CAYUGA
 NB0482  USGS QUAD   -  UNION SPRINGS (1955)
 NB0482
 NB0482                         *CURRENT SURVEY CONTROL
 NB0482  ___________________________________________________________________
 NB0482* NAD 83(1986)-  42 45 08.     (N)    076 42 08.     (W)     SCALED    
 NB0482* NAVD 88     -       125.120  (meters)     410.50   (feet)  ADJUSTED  
 NB0482  ___________________________________________________________________
 NB0482  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NB0482  DYNAMIC HT  -         125.085 (meters)     410.38  (feet)  COMP
 NB0482  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 NB0482
 NB0482  VERT ORDER  -  FIRST     CLASS II
 NB0482
 NB0482.The horizontal coordinates were scaled from a topographic map and have
 NB0482.an estimated accuracy of +/- 6 seconds.
 NB0482
 NB0482.The orthometric height was determined by differential leveling
 NB0482.and adjusted by the National Geodetic Survey in June 1991..
 NB0482
 NB0482.The geoid height was determined by GEOID03.
 NB0482
 NB0482.The dynamic height is computed by dividing the NAVD 88
 NB0482.geopotential number by the normal gravity value computed on the
 NB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0482.degrees latitude (g = 980.6199 gals.).
 NB0482
 NB0482.The modeled gravity was interpolated from observed gravity values.
 NB0482
 NB0482;                    North         East    Units  Estimated Accuracy
 NB0482;SPC NY C     -   305,650.      240,270.      MT  (+/- 180 meters Scaled)
 NB0482
 NB0482                          SUPERSEDED SURVEY CONTROL
 NB0482
 NB0482  NGVD 29 (??/??/92)  125.284  (m)          411.04   (f) ADJ UNCH    1 2
 NB0482
 NB0482.Superseded values are not recommended for survey control.
 NB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0482.See file dsdata.txt to determine how the superseded data were derived.
 NB0482
 NB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN606347(NAD 83)
 NB0482_MARKER: DB = BENCH MARK DISK
 NB0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0482_SP_SET: WALL
 NB0482_STAMPING: A 41 1933
 NB0482_MARK LOGO: CGS   
 NB0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0482
 NB0482  HISTORY     - Date     Condition        Report By
 NB0482  HISTORY     - 1933     MONUMENTED       CGS
 NB0482  HISTORY     - 1942     GOOD             NGS
 NB0482  HISTORY     - 1982     GOOD             NGS
 NB0482  HISTORY     - 1985     GOOD             USPSQD
 NB0482  HISTORY     - 1990     GOOD             USPSQD
 NB0482
 NB0482                          STATION DESCRIPTION
 NB0482
 NB0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0482'AT AURORA.
 NB0482'BENCH MARK IS IN THE EAST FACE OF THE FIRST PRESBYTERIAN CHURCH AT
 NB0482'AURORA. IT IS ABOUT 85. FEET WEST OF THE CENTER LINE OF NEW YORK
 NB0482'STATE HIGHWAY NO. 90, 7. FEET SOUTH OF THE NORTH ENTRANCE AND 4.2
 NB0482'FEET ABOVE THE GROUND. IT IS SET VERTICALLY IN THE FIRST BUTTRESS
 NB0482'SOUTH OF THE NORTH ENTRANCE. A STANDARD DISK SET IN A BRICK WALL.
 NB0482
 NB0482                          STATION RECOVERY (1982)
 NB0482
 NB0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0482'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 NB0482'ADD--0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 90 FROM THE
 NB0482'POST OFFICE.
 NB0482
 NB0482                          STATION RECOVERY (1985)
 NB0482
 NB0482'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0482'THE FIRST PRESBYTERIAN CHURCH IS NOW NAMED 'THE UNITED MINISTRY',
 NB0482'BEING A CONSOLIDATION OF THE FORMER PRESBYTERIAN AND EPISCOPALIAN
 NB0482'CHURCHES. THE MARK IS 3'-10' ABOVE THE GROUND.
 NB0482
 NB0482                          STATION RECOVERY (1990)
 NB0482
 NB0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0324 ***********************************************************************
 OG0324  DESIGNATION -  A 410
 OG0324  PID         -  OG0324
 OG0324  STATE/COUNTY-  NY/NIAGARA
 OG0324  USGS QUAD   -  
 OG0324
 OG0324                         *CURRENT SURVEY CONTROL
 OG0324  ___________________________________________________________________
 OG0324* NAD 83(1986)-  43 13 29.     (N)    079 02 53.     (W)     SCALED    
 OG0324* NAVD 88     -        94.164  (meters)     308.94   (feet)  ADJUSTED  
 OG0324  ___________________________________________________________________
 OG0324  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OG0324  DYNAMIC HT  -          94.143 (meters)     308.87  (feet)  COMP
 OG0324  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 OG0324
 OG0324  VERT ORDER  -  FIRST     CLASS 0
 OG0324
 OG0324.The horizontal coordinates were scaled from a topographic map and have
 OG0324.an estimated accuracy of +/- 6 seconds.
 OG0324
 OG0324.The orthometric height was determined by differential leveling
 OG0324.and adjusted by the National Geodetic Survey in June 1991..
 OG0324
 OG0324.The geoid height was determined by GEOID03.
 OG0324
 OG0324.The dynamic height is computed by dividing the NAVD 88
 OG0324.geopotential number by the normal gravity value computed on the
 OG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0324.degrees latitude (g = 980.6199 gals.).
 OG0324
 OG0324.The modeled gravity was interpolated from observed gravity values.
 OG0324
 OG0324;                    North         East    Units  Estimated Accuracy
 OG0324;SPC NY W     -   358,240.      312,250.      MT  (+/- 180 meters Scaled)
 OG0324
 OG0324                          SUPERSEDED SURVEY CONTROL
 OG0324
 OG0324.No superseded survey control is available for this station.
 OG0324
 OG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH585876(NAD 83)
 OG0324_MARKER: DB = BENCH MARK DISK
 OG0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0324_SP_SET: CONCRETE SLAB
 OG0324_STAMPING: A 410 1977
 OG0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0324
 OG0324  HISTORY     - Date     Condition        Report By
 OG0324  HISTORY     - 1977     MONUMENTED       NGS
 OG0324  HISTORY     - 1983     GOOD             USPSQD
 OG0324
 OG0324                          STATION DESCRIPTION
 OG0324
 OG0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0324'1.8 MI SOUTH FROM YOUNGSTOWN.
 OG0324'1.8 MILE SOUTH ALONG RIVER ROAD AND STATE HIGHWAY 18F FROM THE
 OG0324'INTERSECTION OF MAIN AND LOCKPORT STREETS, SET IN THE SOUTHWEST
 OG0324'CORNER OF A 5 FEET SQUARE CONCRETE DRAINAGE, 141 FEET SOUTHWEST
 OG0324'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE FORTY
 OG0324'ACRES ESTATE, 104 FEET SOUTHWEST OF FIRE HYDRANT 622 ON EAST
 OG0324'SIDE OF HIGHWAY, 30 FEET WEST OF CENTERLINE OF HIGHWAY, 30 FEET
 OG0324'SOUTHWEST OF TELEPHONE POLE 98 AND 161.
 OG0324
 OG0324                          STATION RECOVERY (1983)
 OG0324
 OG0324'RECOVERY NOTE BY US POWER SQUADRON 1983
 OG0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0327 ***********************************************************************
 OG0327  DESIGNATION -  A 411
 OG0327  PID         -  OG0327
 OG0327  STATE/COUNTY-  NY/NIAGARA
 OG0327  USGS QUAD   -  
 OG0327
 OG0327                         *CURRENT SURVEY CONTROL
 OG0327  ___________________________________________________________________
 OG0327* NAD 83(1986)-  43 10 22.     (N)    079 01 40.     (W)     SCALED    
 OG0327* NAVD 88     -       121.495  (meters)     398.60   (feet)  ADJUSTED  
 OG0327  ___________________________________________________________________
 OG0327  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OG0327  DYNAMIC HT  -         121.466 (meters)     398.51  (feet)  COMP
 OG0327  MODELED GRAV-     980,382.6   (mgal)                       NAVD 88
 OG0327
 OG0327  VERT ORDER  -  FIRST     CLASS 0
 OG0327
 OG0327.The horizontal coordinates were scaled from a topographic map and have
 OG0327.an estimated accuracy of +/- 6 seconds.
 OG0327
 OG0327.The orthometric height was determined by differential leveling
 OG0327.and adjusted by the National Geodetic Survey in June 1991..
 OG0327
 OG0327.The geoid height was determined by GEOID03.
 OG0327
 OG0327.The dynamic height is computed by dividing the NAVD 88
 OG0327.geopotential number by the normal gravity value computed on the
 OG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0327.degrees latitude (g = 980.6199 gals.).
 OG0327
 OG0327.The modeled gravity was interpolated from observed gravity values.
 OG0327
 OG0327;                    North         East    Units  Estimated Accuracy
 OG0327;SPC NY W     -   352,460.      313,860.      MT  (+/- 180 meters Scaled)
 OG0327
 OG0327                          SUPERSEDED SURVEY CONTROL
 OG0327
 OG0327.No superseded survey control is available for this station.
 OG0327
 OG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH603818(NAD 83)
 OG0327_MARKER: DB = BENCH MARK DISK
 OG0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0327_SP_SET: BRIDGE
 OG0327_STAMPING: A 411 1977
 OG0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0327
 OG0327  HISTORY     - Date     Condition        Report By
 OG0327  HISTORY     - 1977     MONUMENTED       NGS
 OG0327  HISTORY     - 1983     GOOD             USPSQD
 OG0327  HISTORY     - 20040903 POOR             NYDT
 OG0327
 OG0327                          STATION DESCRIPTION
 OG0327
 OG0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0327'IN LEWISTON.
 OG0327'IN TOP OF THE NORTHEAST BRIDGE ABUTMENT AND SIDEWALK OF BRIDGE
 OG0327'OVER ROBERT MOSES PARKWAY ON EAST CENTER STREET, 42 FEET NORTH
 OG0327'OF CENTERLINE OF CENTER STREET, 19 FEET WEST OF EAST END OF
 OG0327'ABUTMENT, AND 2 FEET SOUTH OF THE NORTH RAIL.
 OG0327
 OG0327                          STATION RECOVERY (1983)
 OG0327
 OG0327'RECOVERY NOTE BY US POWER SQUADRON 1983
 OG0327'RECOVERED IN GOOD CONDITION.
 OG0327
 OG0327                          STATION RECOVERY (2004)
 OG0327
 OG0327'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (TK)
 OG0327'HIT BY A SNOW PLOW, DISC SCAPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0355 ***********************************************************************
 OG0355  FBN         -  This is a Federal Base Network Control Station.
 OG0355  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0355  DESIGNATION -  A 412
 OG0355  PID         -  OG0355
 OG0355  STATE/COUNTY-  NY/NIAGARA
 OG0355  USGS QUAD   -  
 OG0355
 OG0355                         *CURRENT SURVEY CONTROL
 OG0355  ___________________________________________________________________
 OG0355* NAD 83(1996)-  43 04 36.71147(N)    079 00 50.70252(W)     ADJUSTED  
 OG0355* NAVD 88     -       173.640  (meters)     569.68   (feet)  ADJUSTED  
 OG0355  ___________________________________________________________________
 OG0355  X           -     889,231.977 (meters)                     COMP
 OG0355  Y           -  -4,580,713.281 (meters)                     COMP
 OG0355  Z           -   4,333,837.241 (meters)                     COMP
 OG0355  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OG0355  ELLIP HEIGHT-         138.03  (meters)          (09/18/02) GPS OBS
 OG0355  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0355  DYNAMIC HT  -         173.597 (meters)     569.54  (feet)  COMP
 OG0355  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 OG0355
 OG0355  HORZ ORDER  -  A
 OG0355  VERT ORDER  -  FIRST     CLASS 0
 OG0355  ELLP ORDER  -  FOURTH    CLASS II
 OG0355
 OG0355.The horizontal coordinates were established by GPS observations
 OG0355.and adjusted by the National Geodetic Survey in September 2002..
 OG0355
 OG0355.The orthometric height was determined by differential leveling
 OG0355.and adjusted by the National Geodetic Survey in March 1997..
 OG0355
 OG0355.This Tidal Bench Mark is designated as VM 12781
 OG0355.by the Center for Operational Oceanographic Products and Services.
 OG0355
 OG0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OG0355
 OG0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0355
 OG0355.The ellipsoidal height was determined by GPS observations
 OG0355.and is referenced to NAD 83.
 OG0355
 OG0355.The geoid height was determined by GEOID03.
 OG0355
 OG0355.The dynamic height is computed by dividing the NAVD 88
 OG0355.geopotential number by the normal gravity value computed on the
 OG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0355.degrees latitude (g = 980.6199 gals.).
 OG0355
 OG0355.The modeled gravity was interpolated from observed gravity values.
 OG0355
 OG0355;                    North         East     Units Scale Factor Converg.
 OG0355;SPC NY W     -   341,798.675   314,922.155   MT  0.99995263   -0 17 39.1
 OG0355;SPC NY W     - 1,121,384.49  1,033,207.10   sFT  0.99995263   -0 17 39.1
 OG0355;UTM  17      - 4,771,264.463   661,669.047   MT  0.99992154   +1 21 23.9
 OG0355
 OG0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0355!SPC NY W     -   0.99997835  x   0.99995263  =   0.99993099
 OG0355!UTM  17      -   0.99997835  x   0.99992154  =   0.99989990
 OG0355
 OG0355                          SUPERSEDED SURVEY CONTROL
 OG0355
 OG0355  NAVD 88 (06/15/91)  173.632  (m)          569.66   (f) UNKNOWN     1 0
 OG0355
 OG0355.Superseded values are not recommended for survey control.
 OG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0355.See file dsdata.txt to determine how the superseded data were derived.
 OG0355
 OG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6166971264(NAD 83)
 OG0355_MARKER: DV = VERTICAL CONTROL DISK
 OG0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OG0355_SP_SET: SEAWALL
 OG0355_STAMPING: A 412 1977
 OG0355_MARK LOGO: NGS   
 OG0355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0355+STABILITY: SURFACE MOTION
 OG0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0355+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2001
 OG0355
 OG0355  HISTORY     - Date     Condition        Report By
 OG0355  HISTORY     - 1977     MONUMENTED       NGS
 OG0355  HISTORY     - 19940530 GOOD             NOS
 OG0355  HISTORY     - 19950615 GOOD             NOS
 OG0355  HISTORY     - 19991127 GOOD             USPSQD
 OG0355  HISTORY     - 20010723 GOOD             NGS
 OG0355
 OG0355                          STATION DESCRIPTION
 OG0355
 OG0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0355'IN NIAGARA FALLS.
 OG0355'0.2 MILE SOUTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF MAIN
 OG0355'AND SECOND STREETS TO THE EXIT TO ROBERT MOSES PARKWAY SOUTH,
 OG0355'THENCE 3.45 MILES SOUTH ON PARKWAY TO THE MOST SOUTHERLY LARGE WATER
 OG0355'INTAKE TOWERS, SET IN TOP OF SEAWALL, 125 FEET SOUTHWEST OF THE
 OG0355'NORTHWEST CORNER OF THE SOUTH TOWER, 17 FEET NORTHWEST OF NORTHWEST
 OG0355'CORNER OF A 4 BY 5 FEET STEEL PLATE COVERING WATER GAGING STATION, 906
 OG0355'3012 ETG READING MARK, AND 1 FOOT EAST OF THE WEST EDGE OF SEAWALL.
 OG0355
 OG0355                          STATION RECOVERY (1994)
 OG0355
 OG0355'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 OG0355'AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, 0.2 MILE (0.3 KM)
 OG0355'SOUTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF MAIN AND SECOND
 OG0355'STREETS TO THE EXIT TO ROBERT MOSES PARKWAY SOUTH, THENCE 3.45 MILES
 OG0355'(5.55 KM) SOUTH ON PARKWAY TO THE MOST SOUTHERLY LARGE WATER INTAKE
 OG0355'TOWERS, 1.25 MILES (2.01 KM) NORTH OF GRAND ISLAND BRIDGE, SET IN TOP
 OG0355'OF SEAWALL, 125.3 FEET (38.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 OG0355'THE SOUTH TOWER, 16.5 FEET (5.0 M) NORTHWEST OF NORTHWEST CORNER OF A
 OG0355'4 BY 5 FOOT (1.5 M) STEEL PLATE COVERING WATER GAUGING STATION, 906
 OG0355'3012 ETG READING MARK, AND 1 FOOT (0.3 M) EAST OF THE WEST EDGE OF
 OG0355'SEAWALL, BEING THE HIGHEST POINT OF STANDARD NGS DISC SET FLUSH WITH
 OG0355'SURFACE OF SIDEWALK.
 OG0355
 OG0355                          STATION RECOVERY (1995)
 OG0355
 OG0355'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0355'RECOVERED AS DESCRIBED.
 OG0355
 OG0355                          STATION RECOVERY (1999)
 OG0355
 OG0355'RECOVERY NOTE BY US POWER SQUADRON 1999
 OG0355'RECOVERED IN GOOD CONDITION.
 OG0355
 OG0355                          STATION RECOVERY (2001)
 OG0355
 OG0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (MLM)
 OG0355'STATION IS LOCATED AT NIAGARA FALLS, MIAGARA COUNTY, NY,.  TO REACH
 OG0355'FROM INTERSECTION OF
 OG0355'MAIN STREET AND SECOND STREET, EXIT TO ROBERT MOSES PARKWAY SOUTH,
 OG0355'FOLLOW PARKWAY
 OG0355'FOR 3.45 MI (5.55 KM) SOUTH ON PARKWAY TO THE MOST SOUTHERLY LARGE
 OG0355'WATER INTAKE TOWER
 OG0355'ON RIGHT (WEST) , 1.25 MI (2.01 KM) NORTH OF GRAND ISLAND BRIDGE, SET
 OG0355'IN TOP OF SEAWALL, 125.3
 OG0355'FT (38.2 M) SOUTHWEST OF THE NORTHWEST OF THE NORTHWEST CORNER OF THE
 OG0355'SOUTH TOWER,
 OG0355'16.5 FT (5.0 M) NORTHWEST OF NORTHWEST CORNER OF A 4 FT (1.2 M) BY 5
 OG0355'FT (1.5 M) STEEL PLATE
 OG0355'COVERING WATER GAUGING STATION, 906 3012 ETG READING MARK, AND 1 FT
 OG0355'(0.3 M) EAST OF THE
 OG0355'WEST EDGE OF SEAWALL, BEING THE HIGHEST POINT OF STANDARD NGS DISK SET
 OG0355'FLUSH WITH
 OG0355'SURFACE OF SIDEWALK.
 OG0355'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2079 ***********************************************************************
 LY2079  DESIGNATION -  A 415
 LY2079  PID         -  LY2079
 LY2079  STATE/COUNTY-  NY/ORANGE
 LY2079  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2079
 LY2079                         *CURRENT SURVEY CONTROL
 LY2079  ___________________________________________________________________
 LY2079* NAD 83(1986)-  41 22 48.     (N)    074 40 44.     (W)     SCALED    
 LY2079* NAVD 88     -       137.748  (meters)     451.93   (feet)  ADJUSTED  
 LY2079  ___________________________________________________________________
 LY2079  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY2079  DYNAMIC HT  -         137.692 (meters)     451.74  (feet)  COMP
 LY2079  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 LY2079
 LY2079  VERT ORDER  -  FIRST     CLASS II
 LY2079
 LY2079.The horizontal coordinates were scaled from a topographic map and have
 LY2079.an estimated accuracy of +/- 6 seconds.
 LY2079
 LY2079.The orthometric height was determined by differential leveling
 LY2079.and adjusted by the National Geodetic Survey in June 1991..
 LY2079
 LY2079.The geoid height was determined by GEOID03.
 LY2079
 LY2079.The dynamic height is computed by dividing the NAVD 88
 LY2079.geopotential number by the normal gravity value computed on the
 LY2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2079.degrees latitude (g = 980.6199 gals.).
 LY2079
 LY2079.The modeled gravity was interpolated from observed gravity values.
 LY2079
 LY2079;                    North         East    Units  Estimated Accuracy
 LY2079;SPC NY E     -   282,760.      135,040.      MT  (+/- 180 meters Scaled)
 LY2079
 LY2079                          SUPERSEDED SURVEY CONTROL
 LY2079
 LY2079.No superseded survey control is available for this station.
 LY2079
 LY2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL268809(NAD 83)
 LY2079_MARKER: DB = BENCH MARK DISK
 LY2079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY2079_SP_SET: HEADWALL
 LY2079_STAMPING: A 415 1978
 LY2079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2079
 LY2079  HISTORY     - Date     Condition        Report By
 LY2079  HISTORY     - 1978     MONUMENTED       NGS
 LY2079
 LY2079                          STATION DESCRIPTION
 LY2079
 LY2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2079'IN PORT JERVIS.
 LY2079'0.75 MILE NORTHEAST ALONG STATE HIGHWAY 209 FROM THE ORANGE SQUARE
 LY2079'PARK AT PORT JERVIS TO MARK ON THE RIGHT, SET IN THE TOP OF THE
 LY2079'NORTHEAST END OF HEADWALL, 379 FEET NORTHEAST OF THE INTERSECTION
 LY2079'OF HAMILTON STREET AND 209, 34 FEET SOUTHEAST OF THE CENTER LINE
 LY2079'OF 209, 24.5 FEET EAST OF POWER POLE NUMBER JP-65, 13 FEET SOUTHEAST
 LY2079'OF A METAL GUARDRAIL, 6.5 FEET SOUTHWEST OF A 16-INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2054 ***********************************************************************
 LY2054  DESIGNATION -  A 416
 LY2054  PID         -  LY2054
 LY2054  STATE/COUNTY-  NY/ORANGE
 LY2054  USGS QUAD   -  GOSHEN (1957)
 LY2054
 LY2054                         *CURRENT SURVEY CONTROL
 LY2054  ___________________________________________________________________
 LY2054* NAD 83(1986)-  41 27 06.     (N)    074 17 25.     (W)     SCALED    
 LY2054* NAVD 88     -       110.274  (meters)     361.79   (feet)  ADJUSTED  
 LY2054  ___________________________________________________________________
 LY2054  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY2054  DYNAMIC HT  -         110.231 (meters)     361.65  (feet)  COMP
 LY2054  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 LY2054  OBS GRAVITY -     980,228.2   (mgal)                       GRAV_OBS
 LY2054
 LY2054  VERT ORDER  -  FIRST     CLASS II
 LY2054
 LY2054.The horizontal coordinates were scaled from a topographic map and have
 LY2054.an estimated accuracy of +/- 6 seconds.
 LY2054
 LY2054.The orthometric height was determined by differential leveling
 LY2054.and adjusted by the National Geodetic Survey in June 1991..
 LY2054
 LY2054.The geoid height was determined by GEOID03.
 LY2054
 LY2054.The dynamic height is computed by dividing the NAVD 88
 LY2054.geopotential number by the normal gravity value computed on the
 LY2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2054.degrees latitude (g = 980.6199 gals.).
 LY2054
 LY2054.The modeled gravity was interpolated from observed gravity values.
 LY2054.The observed gravity was obtained from relative gravimeter ties
 LY2054.to the IGSN71 gravity network.
 LY2054
 LY2054;                    North         East    Units  Estimated Accuracy
 LY2054;SPC NY E     -   290,730.      167,520.      MT  (+/- 180 meters Scaled)
 LY2054
 LY2054                          SUPERSEDED SURVEY CONTROL
 LY2054
 LY2054.No superseded survey control is available for this station.
 LY2054
 LY2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL592891(NAD 83)
 LY2054_MARKER: DB = BENCH MARK DISK
 LY2054_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2054_SP_SET: STAINLESS STEEL ROD
 LY2054_STAMPING: A 416 1978
 LY2054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2054+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 LY2054
 LY2054  HISTORY     - Date     Condition        Report By
 LY2054  HISTORY     - 1978     MONUMENTED       NGS
 LY2054  HISTORY     - 1982     GOOD             NGS
 LY2054  HISTORY     - 19950727 MARK NOT FOUND   USPSQD
 LY2054  HISTORY     - 20030731 GOOD             NYDT
 LY2054
 LY2054                          STATION DESCRIPTION
 LY2054
 LY2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2054'2.0 MI SW FROM CAMPBELL HALL.
 LY2054'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 207 FROM THE POST OFFICE
 LY2054'IN CAMPBELL HALL, THENCE 0.35 MILE NORTHWEST ALONG COUNTY ROAD 53,
 LY2054'STONY FORD ROAD, TO THE MARK ON THE RIGHT, 5.05 MILES SOUTHEAST OF
 LY2054'WALLKILL, 180 FEET SOUTHEAST OF THE ENTRANCE TO WALTS GREENHOUSE,
 LY2054'20 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 5 FEET SOUTHEAST OF
 LY2054'POWER POLE NUMBER 44107 WITH STEPS.
 LY2054
 LY2054                          STATION RECOVERY (1982)
 LY2054
 LY2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY2054'RECOVERED IN GOOD CONDITION.
 LY2054
 LY2054                          STATION RECOVERY (1995)
 LY2054
 LY2054'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2054'MARK NOT FOUND.
 LY2054
 LY2054                          STATION RECOVERY (2003)
 LY2054
 LY2054'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (JRB)
 LY2054'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1616 ***********************************************************************
 LX1616  DESIGNATION -  A 417
 LX1616  PID         -  LX1616
 LX1616  STATE/COUNTY-  NY/ULSTER
 LX1616  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1616
 LX1616                         *CURRENT SURVEY CONTROL
 LX1616  ___________________________________________________________________
 LX1616* NAD 83(1986)-  41 43 55.     (N)    073 58 20.     (W)     SCALED    
 LX1616* NAVD 88     -        94.185  (meters)     309.01   (feet)  ADJUSTED  
 LX1616  ___________________________________________________________________
 LX1616  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX1616  DYNAMIC HT  -          94.151 (meters)     308.89  (feet)  COMP
 LX1616  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 LX1616
 LX1616  VERT ORDER  -  FIRST     CLASS II
 LX1616
 LX1616.The horizontal coordinates were scaled from a topographic map and have
 LX1616.an estimated accuracy of +/- 6 seconds.
 LX1616
 LX1616.The orthometric height was determined by differential leveling
 LX1616.and adjusted by the National Geodetic Survey in June 1991..
 LX1616
 LX1616.The geoid height was determined by GEOID03.
 LX1616
 LX1616.The dynamic height is computed by dividing the NAVD 88
 LX1616.geopotential number by the normal gravity value computed on the
 LX1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1616.degrees latitude (g = 980.6199 gals.).
 LX1616
 LX1616.The modeled gravity was interpolated from observed gravity values.
 LX1616
 LX1616;                    North         East    Units  Estimated Accuracy
 LX1616;SPC NY E     -   321,970.      193,910.      MT  (+/- 180 meters Scaled)
 LX1616
 LX1616                          SUPERSEDED SURVEY CONTROL
 LX1616
 LX1616.No superseded survey control is available for this station.
 LX1616
 LX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM854205(NAD 83)
 LX1616_MARKER: DB = BENCH MARK DISK
 LX1616_SETTING: 66 = SET IN ROCK OUTCROP
 LX1616_SP_SET: BEDROCK
 LX1616_STAMPING: A 417 1978
 LX1616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1616+STABILITY: POSITION/ELEVATION WELL
 LX1616
 LX1616  HISTORY     - Date     Condition        Report By
 LX1616  HISTORY     - 1978     MONUMENTED       NGS
 LX1616  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 LX1616
 LX1616                          STATION DESCRIPTION
 LX1616
 LX1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1616'.95 MI NW FROM HIGHLAND.
 LX1616'0.95 MILE NORTHWEST ALONG NEW PLATZ ROAD, COUNTY ROAD 12, FROM THE
 LX1616'POST OFFICE IN HIGHLAND TO THE MARK ON THE RIGHT, 0.1 MILE SOUTHEAST
 LX1616'OF CHODIKEE LAKE ROAD, SET IN TOP OF LARGE BEDROCK, 60 FEET SOUTH OF
 LX1616'THE SOUTH END OF A BODY REPAIR SHOP, 44 FEET EAST OF THE CENTER LINE
 LX1616'OF ROAD, 13.5 FEET NORTHEAST OF POWER POLE NUMBER 47 WITH GUY WIRE.
 LX1616
 LX1616                          STATION RECOVERY (1996)
 LX1616
 LX1616'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0707 ***********************************************************************
 MZ0707  DESIGNATION -  A 42
 MZ0707  PID         -  MZ0707
 MZ0707  STATE/COUNTY-  NY/COLUMBIA
 MZ0707  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0707
 MZ0707                         *CURRENT SURVEY CONTROL
 MZ0707  ___________________________________________________________________
 MZ0707* NAD 83(1986)-  42 22 55.     (N)    073 36 33.     (W)     SCALED    
 MZ0707* NAVD 88     -       117.442  (meters)     385.31   (feet)  ADJUSTED  
 MZ0707  ___________________________________________________________________
 MZ0707  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 MZ0707  DYNAMIC HT  -         117.402 (meters)     385.18  (feet)  COMP
 MZ0707  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 MZ0707
 MZ0707  VERT ORDER  -  FIRST     CLASS II
 MZ0707
 MZ0707.The horizontal coordinates were scaled from a topographic map and have
 MZ0707.an estimated accuracy of +/- 6 seconds.
 MZ0707
 MZ0707.The orthometric height was determined by differential leveling
 MZ0707.and adjusted by the National Geodetic Survey in June 1991..
 MZ0707
 MZ0707.The geoid height was determined by GEOID03.
 MZ0707
 MZ0707.The dynamic height is computed by dividing the NAVD 88
 MZ0707.geopotential number by the normal gravity value computed on the
 MZ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0707.degrees latitude (g = 980.6199 gals.).
 MZ0707
 MZ0707.The modeled gravity was interpolated from observed gravity values.
 MZ0707
 MZ0707;                    North         East    Units  Estimated Accuracy
 MZ0707;SPC NY E     -   394,410.      223,360.      MT  (+/- 180 meters Scaled)
 MZ0707
 MZ0707                          SUPERSEDED SURVEY CONTROL
 MZ0707
 MZ0707  NGVD 29 (??/??/92)  117.628  (m)          385.92   (f) ADJ UNCH    1 2
 MZ0707
 MZ0707.Superseded values are not recommended for survey control.
 MZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0707.See file dsdata.txt to determine how the superseded data were derived.
 MZ0707
 MZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM144931(NAD 83)
 MZ0707_MARKER: DB = BENCH MARK DISK
 MZ0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0707_SP_SET: BRIDGE
 MZ0707_STAMPING: A 42
 MZ0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0707
 MZ0707  HISTORY     - Date     Condition        Report By
 MZ0707  HISTORY     - UNK      MONUMENTED       CGS
 MZ0707  HISTORY     - 1933     GOOD             NGS
 MZ0707
 MZ0707                          STATION DESCRIPTION
 MZ0707
 MZ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MZ0707'2.6 MI S FROM CHATHAM CENTER.
 MZ0707'ON B AND A RR. 2.55 MILES EAST OF CHATHAM CENTER B AND A RR STATION.
 MZ0707'100 FT. EAST OF 2 STORY FRAME DWELLING, ON EDGE OF SMALL SETTLEMENT.
 MZ0707'ON TOP CORNER OF BACKWALL AND CONCRETE WINGWALL OF B AND A BRIDGE, NO.
 MZ0707'179.51, OVER COUNTY ROAD AND STEAM KILN. 8 FT. NORTH OF CENTER LINE OF
 MZ0707'WEST BOUND TRACK. 1 FT. BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0284 ***********************************************************************
 LY0284  DESIGNATION -  A 43
 LY0284  PID         -  LY0284
 LY0284  STATE/COUNTY-  NY/ORANGE
 LY0284  USGS QUAD   -  CORNWALL (1981)
 LY0284
 LY0284                         *CURRENT SURVEY CONTROL
 LY0284  ___________________________________________________________________
 LY0284* NAD 83(1986)-  41 29 27.     (N)    074 00 34.     (W)     SCALED    
 LY0284* NAVD 88     -        15.614  (meters)      51.23   (feet)  ADJUSTED  
 LY0284  ___________________________________________________________________
 LY0284  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY0284  DYNAMIC HT  -          15.608 (meters)      51.21  (feet)  COMP
 LY0284  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 LY0284
 LY0284  VERT ORDER  -  SECOND    CLASS 0
 LY0284
 LY0284.The horizontal coordinates were scaled from a topographic map and have
 LY0284.an estimated accuracy of +/- 6 seconds.
 LY0284
 LY0284.The orthometric height was determined by differential leveling
 LY0284.and adjusted by the National Geodetic Survey in June 1991..
 LY0284
 LY0284.The geoid height was determined by GEOID03.
 LY0284
 LY0284.The dynamic height is computed by dividing the NAVD 88
 LY0284.geopotential number by the normal gravity value computed on the
 LY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0284.degrees latitude (g = 980.6199 gals.).
 LY0284
 LY0284.The modeled gravity was interpolated from observed gravity values.
 LY0284
 LY0284;                    North         East    Units  Estimated Accuracy
 LY0284;SPC NY E     -   295,170.      190,960.      MT  (+/- 180 meters Scaled)
 LY0284
 LY0284                          SUPERSEDED SURVEY CONTROL
 LY0284
 LY0284  NGVD 29 (??/??/92)   15.889  (m)           52.13   (f) ADJ UNCH    2 0
 LY0284
 LY0284.Superseded values are not recommended for survey control.
 LY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0284.See file dsdata.txt to determine how the superseded data were derived.
 LY0284
 LY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826937(NAD 83)
 LY0284_MARKER: DB = BENCH MARK DISK
 LY0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0284_SP_SET: BRIDGE
 LY0284_STAMPING: A 43 1933
 LY0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0284
 LY0284  HISTORY     - Date     Condition        Report By
 LY0284  HISTORY     - 1933     MONUMENTED       CGS
 LY0284  HISTORY     - 1942     GOOD             NGS
 LY0284
 LY0284                          STATION DESCRIPTION
 LY0284
 LY0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LY0284'0.7 MI SW FROM NEWBURGH.
 LY0284'0.7 MILE SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0284'NEWBURGH, ORANGE COUNTY, AT THE NORTHEAST END OF BRIDGE NO.
 LY0284'18.30 OVER A HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE
 LY0284'CONCRETE RETAINING WALL, AND 2 YARDS NORTHWEST OF THE CENTERLINE
 LY0284'OF THE NORTHWEST TRACK.
 LY0284
 LY0284                          STATION RECOVERY (1942)
 LY0284
 LY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2250 ***********************************************************************
 LY2250  DESIGNATION -  A 439
 LY2250  PID         -  LY2250
 LY2250  STATE/COUNTY-  NY/ORANGE
 LY2250  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY2250
 LY2250                         *CURRENT SURVEY CONTROL
 LY2250  ___________________________________________________________________
 LY2250* NAD 83(1986)-  41 11 18.     (N)    074 19 44.     (W)     SCALED    
 LY2250* NAVD 88     -       204.811  (meters)     671.95   (feet)  ADJUSTED  
 LY2250  ___________________________________________________________________
 LY2250  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LY2250  DYNAMIC HT  -         204.723 (meters)     671.66  (feet)  COMP
 LY2250  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 LY2250
 LY2250  VERT ORDER  -  FIRST     CLASS II
 LY2250
 LY2250.The horizontal coordinates were scaled from a topographic map and have
 LY2250.an estimated accuracy of +/- 6 seconds.
 LY2250
 LY2250.The orthometric height was determined by differential leveling
 LY2250.and adjusted by the National Geodetic Survey in June 1991..
 LY2250
 LY2250.The geoid height was determined by GEOID03.
 LY2250
 LY2250.The dynamic height is computed by dividing the NAVD 88
 LY2250.geopotential number by the normal gravity value computed on the
 LY2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2250.degrees latitude (g = 980.6199 gals.).
 LY2250
 LY2250.The modeled gravity was interpolated from observed gravity values.
 LY2250
 LY2250;                    North         East    Units  Estimated Accuracy
 LY2250;SPC NY E     -   261,480.      164,350.      MT  (+/- 180 meters Scaled)
 LY2250
 LY2250                          SUPERSEDED SURVEY CONTROL
 LY2250
 LY2250  NGVD 29 (??/??/92)  205.114  (m)          672.94   (f) ADJ UNCH    1 2
 LY2250
 LY2250.Superseded values are not recommended for survey control.
 LY2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2250.See file dsdata.txt to determine how the superseded data were derived.
 LY2250
 LY2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL562598(NAD 83)
 LY2250_MARKER: DB = BENCH MARK DISK
 LY2250_SETTING: 66 = SET IN ROCK OUTCROP
 LY2250_SP_SET: ROCK OUTCROP
 LY2250_STAMPING: A 439 1979
 LY2250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2250+STABILITY: POSITION/ELEVATION WELL
 LY2250
 LY2250  HISTORY     - Date     Condition        Report By
 LY2250  HISTORY     - 1979     MONUMENTED       NGS
 LY2250
 LY2250                          STATION DESCRIPTION
 LY2250
 LY2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2250'3.8 MI SW FROM GREENWOOD LAKE.
 LY2250'3.8 MILES SOUTHWEST ALONG STATE ROUTE 210 FROM THE JUNCTION OF
 LY2250'STATE ROUTE 17 IN GREENWOOD LAKE TO THE MARK ON THE LEFT, IN TOP OF
 LY2250'THE SOUTH END OF A 4X15-FOOT ROCK OUTCROP 1 FOOT ABOVE THE HIGHWAY
 LY2250'SURROUNDED BY ASPHALT FOR A PARKING AREA FOR A WHITE SINGLE STORY
 LY2250'HOUSE OWNED AT THIS TIME BY MR. S. SCHERMERHORN BOX 143, 0.25 MILE
 LY2250'NORTHEAST OF THE NEW YORK-NEW JERSEY STATE LINE, 0.05 MILES NORTHEAST
 LY2250'OF THE CAFE DULAC MOTEL AND RESTAURANT, 31.5 FEET SOUTHWEST OF THE
 LY2250'WEST CORNER OF THE HOUSE, 25.5 FEET SOUTHEAST OF THE CENTER LINE OF
 LY2250'ROUTE 210, 8.5 FEET SOUTHEAST OF A POWER POLE WITH A STREET LIGHT,
 LY2250'8.5 FEET SOUTHEAST OF HIGHWAY MARKER SIGN 210, 8301, 1002, 1.7 FEET
 LY2250'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK RETAINING WALL.
 LY2250'THE MARK IS 1 FT  N FROM A WITNESS POST.
 LY2250'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0565 ***********************************************************************
 KV0565  DESIGNATION -  A 44
 KV0565  PID         -  KV0565
 KV0565  STATE/COUNTY-  NY/KINGS
 KV0565  USGS QUAD   -  JERSEY CITY (1981)
 KV0565
 KV0565                         *CURRENT SURVEY CONTROL
 KV0565  ___________________________________________________________________
 KV0565* NAD 83(1986)-  40 39 17.     (N)    074 00 40.     (W)     SCALED    
 KV0565* NAVD 88     -         4.878  (meters)      16.00   (feet)  ADJUSTED  
 KV0565  ___________________________________________________________________
 KV0565  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV0565  DYNAMIC HT  -           4.876 (meters)      16.00  (feet)  COMP
 KV0565  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 KV0565
 KV0565  VERT ORDER  -  FIRST     CLASS II
 KV0565
 KV0565.The horizontal coordinates were scaled from a topographic map and have
 KV0565.an estimated accuracy of +/- 6 seconds.
 KV0565
 KV0565.The orthometric height was determined by differential leveling
 KV0565.and adjusted by the National Geodetic Survey in June 1991..
 KV0565.WARNING-Repeat measurements at this control monument indicate possible
 KV0565.vertical movement.
 KV0565
 KV0565.The geoid height was determined by GEOID03.
 KV0565
 KV0565.The dynamic height is computed by dividing the NAVD 88
 KV0565.geopotential number by the normal gravity value computed on the
 KV0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0565.degrees latitude (g = 980.6199 gals.).
 KV0565
 KV0565.The modeled gravity was interpolated from observed gravity values.
 KV0565
 KV0565;                    North         East    Units  Estimated Accuracy
 KV0565;SPC NY L     -    54,200.      299,060.      MT  (+/- 180 meters Scaled)
 KV0565
 KV0565                          SUPERSEDED SURVEY CONTROL
 KV0565
 KV0565  NGVD 29 (??/??/??)    5.218  (m)           17.12   (f) ADJUSTED    1 2
 KV0565
 KV0565.Superseded values are not recommended for survey control.
 KV0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0565.See file dsdata.txt to determine how the superseded data were derived.
 KV0565
 KV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL836008(NAD 83)
 KV0565_MARKER: DB = BENCH MARK DISK
 KV0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0565_SP_SET: BUILDING
 KV0565_STAMPING: A 44 1934
 KV0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0565+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 KV0565
 KV0565  HISTORY     - Date     Condition        Report By
 KV0565  HISTORY     - 1934     MONUMENTED       CGS
 KV0565  HISTORY     - 1952     GOOD             CGS
 KV0565  HISTORY     - 20060707 GOOD             GEOCAC
 KV0565
 KV0565                          STATION DESCRIPTION
 KV0565
 KV0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0565'AT NEW YORK.
 KV0565'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE INTERSECTION OF 2ND
 KV0565'AVENUE AND 40TH STREET, IN EAST ANGLE OF INTERSECTION, SET
 KV0565'VERTICALLY IN THE NORTHWEST FACE AT WEST CORNER OF MAXWELL HOUSE
 KV0565'COFFEE COMPANY BUILDING, 1.7 FEET NORTHEAST OF CORNER AND ABOUT 1
 KV0565'1/2 FEET ABOVE LEVEL OF SIDE WALK.
 KV0565
 KV0565                          STATION RECOVERY (2006)
 KV0565
 KV0565'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0565'FOUND AS DESCRIBED IN GOOD CONDITION ALTHOUGH THE STAMPING ON THE DISK
 KV0565'IS OBSCURED BY A LAYER OF PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1329 ***********************************************************************
 MZ1329  DESIGNATION -  A 441
 MZ1329  PID         -  MZ1329
 MZ1329  STATE/COUNTY-  NY/COLUMBIA
 MZ1329  USGS QUAD   -  CANAAN (1975)
 MZ1329
 MZ1329                         *CURRENT SURVEY CONTROL
 MZ1329  ___________________________________________________________________
 MZ1329* NAD 83(1986)-  42 27 08.     (N)    073 22 39.     (W)     SCALED    
 MZ1329* NAVD 88     -       354.056  (meters)    1161.60   (feet)  ADJUSTED  
 MZ1329  ___________________________________________________________________
 MZ1329  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 MZ1329  DYNAMIC HT  -         353.930 (meters)    1161.19  (feet)  COMP
 MZ1329  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 MZ1329
 MZ1329  VERT ORDER  -  FIRST     CLASS II
 MZ1329
 MZ1329.The horizontal coordinates were scaled from a topographic map and have
 MZ1329.an estimated accuracy of +/- 6 seconds.
 MZ1329
 MZ1329.The orthometric height was determined by differential leveling
 MZ1329.and adjusted by the National Geodetic Survey in June 1991..
 MZ1329
 MZ1329.The geoid height was determined by GEOID03.
 MZ1329
 MZ1329.The dynamic height is computed by dividing the NAVD 88
 MZ1329.geopotential number by the normal gravity value computed on the
 MZ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1329.degrees latitude (g = 980.6199 gals.).
 MZ1329
 MZ1329.The modeled gravity was interpolated from observed gravity values.
 MZ1329
 MZ1329;                    North         East    Units  Estimated Accuracy
 MZ1329;SPC NY E     -   402,440.      242,330.      MT  (+/- 180 meters Scaled)
 MZ1329
 MZ1329                          SUPERSEDED SURVEY CONTROL
 MZ1329
 MZ1329.No superseded survey control is available for this station.
 MZ1329
 MZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN334012(NAD 83)
 MZ1329_MARKER: I = METAL ROD
 MZ1329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1329_SP_SET: STAINLESS STEEL ROD
 MZ1329_STAMPING: A 441 1980
 MZ1329_MARK LOGO: NGS   
 MZ1329_PROJECTION: FLUSH
 MZ1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1329_ROD/PIPE-DEPTH: 5.5  meters
 MZ1329
 MZ1329  HISTORY     - Date     Condition        Report By
 MZ1329  HISTORY     - 1980     MONUMENTED       NGS
 MZ1329
 MZ1329                          STATION DESCRIPTION
 MZ1329
 MZ1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1329'3.95 KM (2.45 MI) SE FROM NEW LEBANON.
 MZ1329'3.95 KILOMETERS (2.45 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE
 MZ1329'JUNCTION OF STATE HIGHWAY 22 SOUTH IN NEW LEBANON, 0.48 KILOMETER
 MZ1329'(0.30 MILE) NORTHEAST OF THE NY-MA STATE LINE, AT THE NORTHEAST
 MZ1329'END OF A WIRE CABLE GUARDRAIL, 8.85 METERS (29.0 FEET) NORTHWEST OF
 MZ1329'THE CENTER LINE OF THE HIGHWAY, 0.83 METERS (2.7 FEET) SOUTHWEST OF
 MZ1329'THE FIRST GUARDRAIL POST AND HIGHWAY MARKER NUMBER 20 8122 1088.
 MZ1329'THE MARK IS 1.07 METERS  NNW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1305 ***********************************************************************
 MZ1305  DESIGNATION -  A 442
 MZ1305  PID         -  MZ1305
 MZ1305  STATE/COUNTY-  NY/RENSSELAER
 MZ1305  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ1305
 MZ1305                         *CURRENT SURVEY CONTROL
 MZ1305  ___________________________________________________________________
 MZ1305* NAD 83(1986)-  42 34 28.     (N)    073 41 17.     (W)     SCALED    
 MZ1305* NAVD 88     -       112.082  (meters)     367.72   (feet)  ADJUSTED  
 MZ1305  ___________________________________________________________________
 MZ1305  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ1305  DYNAMIC HT  -         112.048 (meters)     367.61  (feet)  COMP
 MZ1305  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 MZ1305
 MZ1305  VERT ORDER  -  FIRST     CLASS II
 MZ1305
 MZ1305.The horizontal coordinates were scaled from a topographic map and have
 MZ1305.an estimated accuracy of +/- 6 seconds.
 MZ1305
 MZ1305.The orthometric height was determined by differential leveling
 MZ1305.and adjusted by the National Geodetic Survey in June 1991..
 MZ1305
 MZ1305.The geoid height was determined by GEOID03.
 MZ1305
 MZ1305.The dynamic height is computed by dividing the NAVD 88
 MZ1305.geopotential number by the normal gravity value computed on the
 MZ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1305.degrees latitude (g = 980.6199 gals.).
 MZ1305
 MZ1305.The modeled gravity was interpolated from observed gravity values.
 MZ1305
 MZ1305;                    North         East    Units  Estimated Accuracy
 MZ1305;SPC NY E     -   415,720.      216,660.      MT  (+/- 180 meters Scaled)
 MZ1305
 MZ1305                          SUPERSEDED SURVEY CONTROL
 MZ1305
 MZ1305.No superseded survey control is available for this station.
 MZ1305
 MZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN076143(NAD 83)
 MZ1305_MARKER: I = METAL ROD
 MZ1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1305_SP_SET: STAINLESS STEEL ROD
 MZ1305_STAMPING: A 442 1980
 MZ1305_MARK LOGO: NGS   
 MZ1305_PROJECTION: FLUSH
 MZ1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1305_ROD/PIPE-DEPTH: 3.1  meters
 MZ1305
 MZ1305  HISTORY     - Date     Condition        Report By
 MZ1305  HISTORY     - 1980     MONUMENTED       NGS
 MZ1305  HISTORY     - 1989     GOOD             USPSQD
 MZ1305
 MZ1305                          STATION DESCRIPTION
 MZ1305
 MZ1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1305'1.9 KM (1.2 MI) SE FROM EAST GREENBUSH.
 MZ1305'1.9 KILOMETERS (1.2 MILES) SOUTHEAST ALONG US HIGHWAY 20 FROM THE
 MZ1305'JUNCTION OF HAYES ROAD IN EAST GREENBUSH, ON THE PROPERTY OF THE
 MZ1305'DEWITT MOTEL, NEAR THE MAIN MOTEL SIGN, 10.98 METERS (36.0 FEET)
 MZ1305'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.42 METERS (11.2
 MZ1305'FEET) EAST-NORTHEAST OF UTILITY POLE 253, 0.70 METER (2.3 FEET) NORTH
 MZ1305'OF THE BASE OF THE GUY WIRE FOR THE UTILITY POLE, 0.52 METERS (1.7
 MZ1305'FEET) WEST-SOUTHWEST OF THE WST-SOUTHWEST FACE OF A PLANTER AROUND
 MZ1305'THE MOTEL SIGN.
 MZ1305'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 MZ1305'REFUSAL AT 3.1 METERS.
 MZ1305
 MZ1305                          STATION RECOVERY (1989)
 MZ1305
 MZ1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 MZ1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1412 ***********************************************************************
 MZ1412  DESIGNATION -  A 443
 MZ1412  PID         -  MZ1412
 MZ1412  STATE/COUNTY-  NY/RENSSELAER
 MZ1412  USGS QUAD   -  TROY SOUTH (1980)
 MZ1412
 MZ1412                         *CURRENT SURVEY CONTROL
 MZ1412  ___________________________________________________________________
 MZ1412* NAD 83(1986)-  42 44 23.     (N)    073 41 08.     (W)     SCALED    
 MZ1412* NAVD 88     -        10.526  (meters)      34.53   (feet)  ADJUSTED  
 MZ1412  ___________________________________________________________________
 MZ1412  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MZ1412  DYNAMIC HT  -          10.523 (meters)      34.52  (feet)  COMP
 MZ1412  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 MZ1412
 MZ1412  VERT ORDER  -  FIRST     CLASS II
 MZ1412
 MZ1412.The horizontal coordinates were scaled from a topographic map and have
 MZ1412.an estimated accuracy of +/- 6 seconds.
 MZ1412
 MZ1412.The orthometric height was determined by differential leveling
 MZ1412.and adjusted by the National Geodetic Survey in June 1991..
 MZ1412
 MZ1412.The geoid height was determined by GEOID03.
 MZ1412
 MZ1412.The dynamic height is computed by dividing the NAVD 88
 MZ1412.geopotential number by the normal gravity value computed on the
 MZ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1412.degrees latitude (g = 980.6199 gals.).
 MZ1412
 MZ1412.The modeled gravity was interpolated from observed gravity values.
 MZ1412
 MZ1412;                    North         East    Units  Estimated Accuracy
 MZ1412;SPC NY E     -   434,080.      216,680.      MT  (+/- 180 meters Scaled)
 MZ1412
 MZ1412                          SUPERSEDED SURVEY CONTROL
 MZ1412
 MZ1412.No superseded survey control is available for this station.
 MZ1412
 MZ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN075327(NAD 83)
 MZ1412_MARKER: DB = BENCH MARK DISK
 MZ1412_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MZ1412_SP_SET: PIER
 MZ1412_STAMPING: A 443 1981
 MZ1412_MARK LOGO: NGS   
 MZ1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1412
 MZ1412  HISTORY     - Date     Condition        Report By
 MZ1412  HISTORY     - 1981     MONUMENTED       NGS
 MZ1412  HISTORY     - 19920831 GOOD             USPSQD
 MZ1412  HISTORY     - 19970822 GOOD             USPSQD
 MZ1412
 MZ1412                          STATION DESCRIPTION
 MZ1412
 MZ1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1412'IN TROY.
 MZ1412'IN TROY, ALONG U.S. HIGHWAY 4, SET VERTICALLY IN THE EAST FACE OF THE
 MZ1412'NORTH ONE OF TWO PIERS OF THE EASTBOUND LANE OF STATE HIGHWAY 7
 MZ1412'OVERPASS, 4.05 METERS (13.3 FEET) WEST OF THE WEST CURB OF U.S.
 MZ1412'HIGHWAY 4, 1.28 METERS (4.2 FEET) NORTH OF THE SOUTHEAST CORNER OF THE
 MZ1412'PIER, 1.25 METERS (4.1 FEET) SOUTH OF THE NORTHEAST CORNER OF THE
 MZ1412'PIER.
 MZ1412'THE MARK IS 1.06 M ABOVE SIDEWALK.
 MZ1412
 MZ1412                          STATION RECOVERY (1992)
 MZ1412
 MZ1412'RECOVERY NOTE BY US POWER SQUADRON 1992 (KHB)
 MZ1412'RECOVERED IN GOOD CONDITION.
 MZ1412
 MZ1412                          STATION RECOVERY (1997)
 MZ1412
 MZ1412'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1440 ***********************************************************************
 MZ1440  DESIGNATION -  A 444
 MZ1440  PID         -  MZ1440
 MZ1440  STATE/COUNTY-  NY/SCHENECTADY
 MZ1440  USGS QUAD   -  SCHENECTADY (1980)
 MZ1440
 MZ1440                         *CURRENT SURVEY CONTROL
 MZ1440  ___________________________________________________________________
 MZ1440* NAD 83(1986)-  42 48 54.     (N)    073 55 56.     (W)     SCALED    
 MZ1440* NAVD 88     -        87.473  (meters)     286.98   (feet)  ADJUSTED  
 MZ1440  ___________________________________________________________________
 MZ1440  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MZ1440  DYNAMIC HT  -          87.449 (meters)     286.91  (feet)  COMP
 MZ1440  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 MZ1440
 MZ1440  VERT ORDER  -  FIRST     CLASS II
 MZ1440
 MZ1440.The horizontal coordinates were scaled from a topographic map and have
 MZ1440.an estimated accuracy of +/- 6 seconds.
 MZ1440
 MZ1440.The orthometric height was determined by differential leveling
 MZ1440.and adjusted by the National Geodetic Survey in June 1991..
 MZ1440
 MZ1440.The geoid height was determined by GEOID03.
 MZ1440
 MZ1440.The dynamic height is computed by dividing the NAVD 88
 MZ1440.geopotential number by the normal gravity value computed on the
 MZ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1440.degrees latitude (g = 980.6199 gals.).
 MZ1440
 MZ1440.The modeled gravity was interpolated from observed gravity values.
 MZ1440
 MZ1440;                    North         East    Units  Estimated Accuracy
 MZ1440;SPC NY E     -   442,280.      196,430.      MT  (+/- 180 meters Scaled)
 MZ1440
 MZ1440                          SUPERSEDED SURVEY CONTROL
 MZ1440
 MZ1440.No superseded survey control is available for this station.
 MZ1440
 MZ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN872408(NAD 83)
 MZ1440_MARKER: I = METAL ROD
 MZ1440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1440_SP_SET: STAINLESS STEEL ROD
 MZ1440_STAMPING: A 444 1981
 MZ1440_MARK LOGO: NGS   
 MZ1440_PROJECTION: FLUSH
 MZ1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1440_ROD/PIPE-DEPTH: 18.3 meters
 MZ1440
 MZ1440  HISTORY     - Date     Condition        Report By
 MZ1440  HISTORY     - 1981     MONUMENTED       NGS
 MZ1440
 MZ1440                          STATION DESCRIPTION
 MZ1440
 MZ1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1440'IN SCHENECTADY.
 MZ1440'IN SCHENECTADY AT THE ENTRANCE TO THE UNION COLLEGE ALONG UNION STREET
 MZ1440'NEAR THE JUNCTION OF UNION AVENUE, SOUTHWEST OF THE FIRST CONCRETE
 MZ1440'COLUMN NORTHWEST OF THE ENTRANCE, 14.33 METERS (47.0 FEET) NORTHEAST
 MZ1440'OF THE CENTER LINE OF UNION STREET, 0.52 METER (1.7 FEET) NORTHWEST
 MZ1440'OF THE NORTHWEST EDGE OF THE EXIT SIDE OF THE ENTRANCE AND 0.46 METER
 MZ1440'(1.5 FEET) SOUTHWEST OF THE SOUTHWEST FACE OF THE COLUMN.
 MZ1440'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1860 ***********************************************************************
 NA1860  DESIGNATION -  A 445
 NA1860  PID         -  NA1860
 NA1860  STATE/COUNTY-  NY/MONTGOMERY
 NA1860  USGS QUAD   -  CANAJOHARIE (1944)
 NA1860
 NA1860                         *CURRENT SURVEY CONTROL
 NA1860  ___________________________________________________________________
 NA1860* NAD 83(1986)-  42 56 16.     (N)    074 36 59.     (W)     SCALED    
 NA1860* NAVD 88     -       111.884  (meters)     367.07   (feet)  ADJUSTED  
 NA1860  ___________________________________________________________________
 NA1860  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 NA1860  DYNAMIC HT  -         111.855 (meters)     366.98  (feet)  COMP
 NA1860  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 NA1860
 NA1860  VERT ORDER  -  FIRST     CLASS II
 NA1860
 NA1860.The horizontal coordinates were scaled from a topographic map and have
 NA1860.an estimated accuracy of +/- 6 seconds.
 NA1860
 NA1860.The orthometric height was determined by differential leveling
 NA1860.and adjusted by the National Geodetic Survey in June 1991..
 NA1860
 NA1860.The geoid height was determined by GEOID03.
 NA1860
 NA1860.The dynamic height is computed by dividing the NAVD 88
 NA1860.geopotential number by the normal gravity value computed on the
 NA1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1860.degrees latitude (g = 980.6199 gals.).
 NA1860
 NA1860.The modeled gravity was interpolated from observed gravity values.
 NA1860
 NA1860;                    North         East    Units  Estimated Accuracy
 NA1860;SPC NY E     -   455,770.      140,500.      MT  (+/- 180 meters Scaled)
 NA1860
 NA1860                          SUPERSEDED SURVEY CONTROL
 NA1860
 NA1860.No superseded survey control is available for this station.
 NA1860
 NA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN312539(NAD 83)
 NA1860_MARKER: I = METAL ROD
 NA1860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1860_SP_SET: STAINLESS STEEL ROD
 NA1860_STAMPING: A 445 1981
 NA1860_MARK LOGO: NGS   
 NA1860_PROJECTION: FLUSH
 NA1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1860+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 NA1860_ROD/PIPE-DEPTH: 17.1 meters
 NA1860
 NA1860  HISTORY     - Date     Condition        Report By
 NA1860  HISTORY     - 1981     MONUMENTED       NGS
 NA1860  HISTORY     - 19950503 GOOD             LOCENG
 NA1860  HISTORY     - 20010919 GOOD             USPSQD
 NA1860
 NA1860                          STATION DESCRIPTION
 NA1860
 NA1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1860'0.3 KM (0.2 MI) NW FROM NELLISTON.
 NA1860'0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1860'JUNCTION OF STATE HIGHWAY 80 SOUTH IN NELLISTON, TO THE MARK ON THE
 NA1860'LEFT, AT THE SOUTHEAST SIDE OF POWER POLE NUMBER 3145-1085, NEAR THE
 NA1860'EAST CORNER OF A SMALL TWO STORY WOODFRAMED HOUSE, 7.93 METERS (26.0
 NA1860'FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.28 METERS (53.4
 NA1860'FEET) EAST-SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 14.97 METERS
 NA1860'(16.3 FEET) NORTH OF A FIRE HYDRANT, 1.01 METERS (3.3 FEET) SOUTHEAST
 NA1860'OF THE POWER POLE.
 NA1860'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NA1860
 NA1860                          STATION RECOVERY (1995)
 NA1860
 NA1860'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JHD)
 NA1860'RECOVERED AS DESCRIBED.
 NA1860
 NA1860                          STATION RECOVERY (2001)
 NA1860
 NA1860'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1610 ***********************************************************************
 OE1610  DESIGNATION -  A 446
 OE1610  PID         -  OE1610
 OE1610  STATE/COUNTY-  NY/HERKIMER
 OE1610  USGS QUAD   -  LITTLE FALLS (1943)
 OE1610
 OE1610                         *CURRENT SURVEY CONTROL
 OE1610  ___________________________________________________________________
 OE1610* NAD 83(1986)-  43 02 00.     (N)    074 52 22.     (W)     SCALED    
 OE1610* NAVD 88     -       121.435  (meters)     398.41   (feet)  ADJUSTED  
 OE1610  ___________________________________________________________________
 OE1610  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 OE1610  DYNAMIC HT  -         121.402 (meters)     398.30  (feet)  COMP
 OE1610  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 OE1610
 OE1610  VERT ORDER  -  FIRST     CLASS II
 OE1610
 OE1610.The horizontal coordinates were scaled from a topographic map and have
 OE1610.an estimated accuracy of +/- 6 seconds.
 OE1610
 OE1610.The orthometric height was determined by differential leveling
 OE1610.and adjusted by the National Geodetic Survey in June 1991..
 OE1610
 OE1610.The geoid height was determined by GEOID03.
 OE1610
 OE1610.The dynamic height is computed by dividing the NAVD 88
 OE1610.geopotential number by the normal gravity value computed on the
 OE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1610.degrees latitude (g = 980.6199 gals.).
 OE1610
 OE1610.The modeled gravity was interpolated from observed gravity values.
 OE1610
 OE1610;                    North         East    Units  Estimated Accuracy
 OE1610;SPC NY E     -   466,440.      119,620.      MT  (+/- 180 meters Scaled)
 OE1610
 OE1610                          SUPERSEDED SURVEY CONTROL
 OE1610
 OE1610.No superseded survey control is available for this station.
 OE1610
 OE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN103645(NAD 83)
 OE1610_MARKER: I = METAL ROD
 OE1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1610_SP_SET: STAINLESS STEEL ROD
 OE1610_STAMPING: A 446 1981
 OE1610_MARK LOGO: NGS   
 OE1610_PROJECTION: FLUSH
 OE1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1610_ROD/PIPE-DEPTH: 3.4  meters
 OE1610
 OE1610  HISTORY     - Date     Condition        Report By
 OE1610  HISTORY     - 1981     MONUMENTED       NGS
 OE1610
 OE1610                          STATION DESCRIPTION
 OE1610
 OE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OE1610'IN LITTLE FALLS.
 OE1610'IN LITTLE FALLS, WEST ALONG MAIN STREET (STATE HIGHWAY 5) AT THE SOUTH
 OE1610'CORNER OF HARRISONS JEWELERY REPAIR, AT 486 WEST MAIN STREET,
 OE1610'17.38 METERS (57.0 FEET) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OE1610'NOTE-SLOPE MEASUREMENT, 9.76 METERS (32.0 FEET) NORTHEAST OF THE
 OE1610'CENTER OF A PAVED DRIVEWAY, 0.49 METER (1.6 FEET) WEST OF THE SOUTH
 OE1610'CORNER OF THE JEWELERY REPAIR SHOP.
 OE1610'THE MARK IS 3.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1837 ***********************************************************************
 NA1837  DESIGNATION -  A 447
 NA1837  PID         -  NA1837
 NA1837  STATE/COUNTY-  NY/MONTGOMERY
 NA1837  USGS QUAD   -  TRIBES HILL (1980)
 NA1837
 NA1837                         *CURRENT SURVEY CONTROL
 NA1837  ___________________________________________________________________
 NA1837* NAD 83(1986)-  42 57 24.     (N)    074 15 25.     (W)     SCALED    
 NA1837* NAVD 88     -        87.525  (meters)     287.15   (feet)  ADJUSTED  
 NA1837  ___________________________________________________________________
 NA1837  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NA1837  DYNAMIC HT  -          87.502 (meters)     287.08  (feet)  COMP
 NA1837  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 NA1837
 NA1837  VERT ORDER  -  FIRST     CLASS II
 NA1837
 NA1837.The horizontal coordinates were scaled from a topographic map and have
 NA1837.an estimated accuracy of +/- 6 seconds.
 NA1837
 NA1837.The orthometric height was determined by differential leveling
 NA1837.and adjusted by the National Geodetic Survey in June 1991..
 NA1837
 NA1837.The geoid height was determined by GEOID03.
 NA1837
 NA1837.The dynamic height is computed by dividing the NAVD 88
 NA1837.geopotential number by the normal gravity value computed on the
 NA1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1837.degrees latitude (g = 980.6199 gals.).
 NA1837
 NA1837.The modeled gravity was interpolated from observed gravity values.
 NA1837
 NA1837;                    North         East    Units  Estimated Accuracy
 NA1837;SPC NY E     -   457,890.      169,830.      MT  (+/- 180 meters Scaled)
 NA1837
 NA1837                          SUPERSEDED SURVEY CONTROL
 NA1837
 NA1837.No superseded survey control is available for this station.
 NA1837
 NA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN606562(NAD 83)
 NA1837_MARKER: I = METAL ROD
 NA1837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NA1837+WITH SETTING: INFORMATION.
 NA1837_SP_SET: SHALLOW SET METAL ROD
 NA1837_STAMPING: A 447 1981
 NA1837_MARK LOGO: NGS   
 NA1837_PROJECTION: FLUSH
 NA1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1837_ROD/PIPE-DEPTH: 1.1  meters
 NA1837
 NA1837  HISTORY     - Date     Condition        Report By
 NA1837  HISTORY     - 1981     MONUMENTED       NGS
 NA1837  HISTORY     - 20040527 MARK NOT FOUND   USPSQD
 NA1837
 NA1837                          STATION DESCRIPTION
 NA1837
 NA1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1837'6.0 KM (3.7 MI) NW FROM AMSTERDAM.
 NA1837'6.0 KILOMETERS (3.7 MILES) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1837'JUNCTION OF STATE HIGHWAY 30 IN AMSTERDAM, TO THE MARK ON THE LEFT,
 NA1837'ALONG A CABLE GUARDRAIL, 11.59 METERS (38.0 FEET) SOUTH OF THE CENTER
 NA1837'LINE OF THE HIGHWAY, 40.23 METERS (132.0 FEET) WEST OF HIGHWAY MARKER
 NA1837'NUMBER 5 2512 1303, 0.40 METER (1.3 FEET) EAST OF A STATE HIGHWAY 5
 NA1837'SIGN, 0.70 METER (2.3 FEET) SOUTH OF THE GUARDRAIL.  NOTE-SEVERAL
 NA1837'ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND
 NA1837'EMBEDDED AT 1.1 METERS.
 NA1837'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 NA1837'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NA1837
 NA1837                          STATION RECOVERY (2004)
 NA1837
 NA1837'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 NA1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2285 ***********************************************************************
 LY2285  DESIGNATION -  A 449
 LY2285  PID         -  LY2285
 LY2285  STATE/COUNTY-  NY/ORANGE
 LY2285  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2285
 LY2285                         *CURRENT SURVEY CONTROL
 LY2285  ___________________________________________________________________
 LY2285* NAD 83(1986)-  41 23 31.     (N)    074 42 31.     (W)     SCALED    
 LY2285* NAVD 88     -       149.386  (meters)     490.11   (feet)  ADJUSTED  
 LY2285  ___________________________________________________________________
 LY2285  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LY2285  DYNAMIC HT  -         149.325 (meters)     489.91  (feet)  COMP
 LY2285  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 LY2285
 LY2285  VERT ORDER  -  FIRST     CLASS II
 LY2285
 LY2285.The horizontal coordinates were scaled from a topographic map and have
 LY2285.an estimated accuracy of +/- 6 seconds.
 LY2285
 LY2285.The orthometric height was determined by differential leveling
 LY2285.and adjusted by the National Geodetic Survey in June 1991..
 LY2285
 LY2285.The geoid height was determined by GEOID03.
 LY2285
 LY2285.The dynamic height is computed by dividing the NAVD 88
 LY2285.geopotential number by the normal gravity value computed on the
 LY2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2285.degrees latitude (g = 980.6199 gals.).
 LY2285
 LY2285.The modeled gravity was interpolated from observed gravity values.
 LY2285
 LY2285;                    North         East    Units  Estimated Accuracy
 LY2285;SPC NY E     -   284,090.      132,560.      MT  (+/- 180 meters Scaled)
 LY2285
 LY2285                          SUPERSEDED SURVEY CONTROL
 LY2285
 LY2285.No superseded survey control is available for this station.
 LY2285
 LY2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL243823(NAD 83)
 LY2285_MARKER: DB = BENCH MARK DISK
 LY2285_SETTING: 66 = SET IN ROCK OUTCROP
 LY2285_SP_SET: ROCK OUTCROP
 LY2285_STAMPING: A 449 1982
 LY2285_MARK LOGO: NGS   
 LY2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2285+STABILITY: POSITION/ELEVATION WELL
 LY2285
 LY2285  HISTORY     - Date     Condition        Report By
 LY2285  HISTORY     - 1982     MONUMENTED       NGS
 LY2285  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY2285
 LY2285                          STATION DESCRIPTION
 LY2285
 LY2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2285'2.5 KM (1.55 MI) NW FROM PORT JERVIS.
 LY2285'2.5 KM (1.55 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2285'STATE HIGHWAY 209 AND 6 (PIKE STREET) IN PORT JERVIS TO THE MARK ON
 LY2285'THE RIGHT, ALSO 2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM
 LY2285'THE JUNCTION OF STATE HIGHWAY 42 IN SPARROW BUSH, IN TOP OF A ROCK
 LY2285'OUTCROP ABOUT 0.23 METER (3.5 FT) ABOVE THE HIGHWAY, 0.4 KM (0.25 MI)
 LY2285'SOUTHEAST OF THE UNITED NATIONAL BANK BUILDING ON HIGHWAY 97,
 LY2285'10.66 METERS (35.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LY2285'22.86 METERS (75.0 FT) NORTHWEST OF STATE HIGHWAY MARKER 97-8301-2008.
 LY2285'THE MARK IS 0.23 METERS  NW FROM A WITNESS POST.
 LY2285'THE MARK IS 1.06 M ABOVE HIGHWAY.
 LY2285
 LY2285                          STATION RECOVERY (1995)
 LY2285
 LY2285'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2285'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY2285'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0953 ***********************************************************************
 KU0953  DESIGNATION -  A 45
 KU0953  PID         -  KU0953
 KU0953  STATE/COUNTY-  NY/WESTCHESTER
 KU0953  USGS QUAD   -  YONKERS (1979)
 KU0953
 KU0953                         *CURRENT SURVEY CONTROL
 KU0953  ___________________________________________________________________
 KU0953* NAD 83(1986)-  40 56 06.     (N)    073 54 14.     (W)     SCALED    
 KU0953* NAVD 88     -         2.482  (meters)       8.14   (feet)  ADJUSTED  
 KU0953  ___________________________________________________________________
 KU0953  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0953  DYNAMIC HT  -           2.481 (meters)       8.14  (feet)  COMP
 KU0953  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 KU0953
 KU0953  VERT ORDER  -  FIRST     CLASS I
 KU0953
 KU0953.The horizontal coordinates were scaled from a topographic map and have
 KU0953.an estimated accuracy of +/- 6 seconds.
 KU0953
 KU0953.The orthometric height was determined by differential leveling
 KU0953.and adjusted by the National Geodetic Survey in June 1991..
 KU0953.WARNING-Repeat measurements at this control monument indicate possible
 KU0953.vertical movement.
 KU0953
 KU0953.The geoid height was determined by GEOID03.
 KU0953
 KU0953.The dynamic height is computed by dividing the NAVD 88
 KU0953.geopotential number by the normal gravity value computed on the
 KU0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0953.degrees latitude (g = 980.6199 gals.).
 KU0953
 KU0953.The modeled gravity was interpolated from observed gravity values.
 KU0953
 KU0953;                    North         East    Units  Estimated Accuracy
 KU0953;SPC NY E     -   233,500.      200,200.      MT  (+/- 180 meters Scaled)
 KU0953
 KU0953                          SUPERSEDED SURVEY CONTROL
 KU0953
 KU0953  NGVD 29 (??/??/92)    2.792  (m)            9.16   (f) ADJ UNCH    1 1
 KU0953
 KU0953.Superseded values are not recommended for survey control.
 KU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0953.See file dsdata.txt to determine how the superseded data were derived.
 KU0953
 KU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL922321(NAD 83)
 KU0953_MARKER: DB = BENCH MARK DISK
 KU0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0953_SP_SET: PIER
 KU0953_STAMPING: A 45 1934
 KU0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0953
 KU0953  HISTORY     - Date     Condition        Report By
 KU0953  HISTORY     - 1934     MONUMENTED       CGS
 KU0953  HISTORY     - 1952     GOOD             NGS
 KU0953  HISTORY     - 1965     GOOD             NGS
 KU0953  HISTORY     - 1987     POOR             USPSQD
 KU0953  HISTORY     - 1988     GOOD             USPSQD
 KU0953  HISTORY     - 1989     POOR             USPSQD
 KU0953  HISTORY     - 19950906 GOOD             USPSQD
 KU0953
 KU0953                          STATION DESCRIPTION
 KU0953
 KU0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0953'AT YONKERS.
 KU0953'AT YONKERS, AT THE FOOT OF MAIN STREET, IN THE TOP AND 2.7 FEET
 KU0953'WEST OF NORTHEAST CORNER OF MUNICIPAL PIER, 8.2 FEET NORTHEAST
 KU0953'OF NORTHEAST CORNER OF STEEL BUILDING COVERING PIER, DIRECTLY
 KU0953'UNDER PIPE RAILING AND 2 FEET WEST OF EAST END OF RAIL, 105 FEET
 KU0953'WEST OF SOUTHWEST CORNER OF MUNICIPAL GARAGE BUILDING, AND ABOUT
 KU0953'0.9 FOOT ABOVE FLOOR OF PIER.
 KU0953
 KU0953                          STATION RECOVERY (1965)
 KU0953
 KU0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0953'RECOVERED IN GOOD CONDITION.
 KU0953
 KU0953                          STATION RECOVERY (1987)
 KU0953
 KU0953'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLS)
 KU0953'MARK RECOVERED IN POOR CONDITION.
 KU0953
 KU0953                          STATION RECOVERY (1988)
 KU0953
 KU0953'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 KU0953'RECOVERED IN GOOD CONDITION.
 KU0953
 KU0953                          STATION RECOVERY (1989)
 KU0953
 KU0953'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 KU0953'MARK RECOVERED IN POOR CONDITION.
 KU0953
 KU0953                          STATION RECOVERY (1995)
 KU0953
 KU0953'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2312 ***********************************************************************
 LY2312  DESIGNATION -  A 450
 LY2312  PID         -  LY2312
 LY2312  STATE/COUNTY-  NY/SULLIVAN
 LY2312  USGS QUAD   -  SHOHOLA (1994)
 LY2312
 LY2312                         *CURRENT SURVEY CONTROL
 LY2312  ___________________________________________________________________
 LY2312* NAD 83(1986)-  41 28 45.     (N)    074 55 30.     (W)     SCALED    
 LY2312* NAVD 88     -       182.981  (meters)     600.33   (feet)  ADJUSTED  
 LY2312  ___________________________________________________________________
 LY2312  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY2312  DYNAMIC HT  -         182.906 (meters)     600.08  (feet)  COMP
 LY2312  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 LY2312
 LY2312  VERT ORDER  -  FIRST     CLASS II
 LY2312
 LY2312.The horizontal coordinates were scaled from a topographic map and have
 LY2312.an estimated accuracy of +/- 6 seconds.
 LY2312
 LY2312.The orthometric height was determined by differential leveling
 LY2312.and adjusted by the National Geodetic Survey in June 1991..
 LY2312
 LY2312.The geoid height was determined by GEOID03.
 LY2312
 LY2312.The dynamic height is computed by dividing the NAVD 88
 LY2312.geopotential number by the normal gravity value computed on the
 LY2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2312.degrees latitude (g = 980.6199 gals.).
 LY2312
 LY2312.The modeled gravity was interpolated from observed gravity values.
 LY2312
 LY2312;                    North         East    Units  Estimated Accuracy
 LY2312;SPC NY E     -   293,850.      114,510.      MT  (+/- 180 meters Scaled)
 LY2312
 LY2312                          SUPERSEDED SURVEY CONTROL
 LY2312
 LY2312.No superseded survey control is available for this station.
 LY2312
 LY2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL062919(NAD 83)
 LY2312_MARKER: I = METAL ROD
 LY2312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2312_SP_SET: STAINLESS STEEL ROD
 LY2312_STAMPING: A 450 1982
 LY2312_MARK LOGO: NGS   
 LY2312_PROJECTION: FLUSH
 LY2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2312_ROD/PIPE-DEPTH: 4.9  meters
 LY2312
 LY2312  HISTORY     - Date     Condition        Report By
 LY2312  HISTORY     - 1982     MONUMENTED       NGS
 LY2312
 LY2312                          STATION DESCRIPTION
 LY2312
 LY2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2312'0.8 KM (0.5 MI) NW FROM BARRYVILLE.
 LY2312'0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE
 LY2312'IN BARRYVILLE, TO THE MARK ON THE RIGHT, BETWEEN A UTILITY POLE WITH A
 LY2312'TRANSFORMER AND A GUY WIRE, 9.50 METERS (31.2 FT) NORTH OF THE CENTER
 LY2312'LINE OF THE HIGHWAY, 4.70 METERS (15.4 FT) NORTHWEST OF A GUY WIRE,
 LY2312'3.30 METERS (10.8 FT) NORTH OF A HIGHWAY 97 ROUTE MARKER AND A MI
 LY2312'MARKER ATTACHED NUMBER 97-9602-1128, 1.70 METERS (5.6 FT) NORTH OF
 LY2312'UTILITY POLE NUMBER 681-128-1-19 WITH TRANSFORMER, 0.30 METER (1.0
 LY2312'FOOT) SOUTH OF A GUY WIRE.
 LY2312'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1899 ***********************************************************************
 NA1899  DESIGNATION -  A 451
 NA1899  PID         -  NA1899
 NA1899  STATE/COUNTY-  NY/DELAWARE
 NA1899  USGS QUAD   -  DEPOSIT (1965)
 NA1899
 NA1899                         *CURRENT SURVEY CONTROL
 NA1899  ___________________________________________________________________
 NA1899* NAD 83(1986)-  42 03 38.     (N)    075 25 00.     (W)     SCALED    
 NA1899* NAVD 88     -       306.357  (meters)    1005.11   (feet)  ADJUSTED  
 NA1899  ___________________________________________________________________
 NA1899  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NA1899  DYNAMIC HT  -         306.247 (meters)    1004.75  (feet)  COMP
 NA1899  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 NA1899
 NA1899  VERT ORDER  -  FIRST     CLASS II
 NA1899
 NA1899.The horizontal coordinates were scaled from a topographic map and have
 NA1899.an estimated accuracy of +/- 6 seconds.
 NA1899
 NA1899.The orthometric height was determined by differential leveling
 NA1899.and adjusted by the National Geodetic Survey in June 1991..
 NA1899
 NA1899.The geoid height was determined by GEOID03.
 NA1899
 NA1899.The dynamic height is computed by dividing the NAVD 88
 NA1899.geopotential number by the normal gravity value computed on the
 NA1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1899.degrees latitude (g = 980.6199 gals.).
 NA1899
 NA1899.The modeled gravity was interpolated from observed gravity values.
 NA1899
 NA1899;                    North         East    Units  Estimated Accuracy
 NA1899;SPC NY E     -   358,730.       74,130.      MT  (+/- 180 meters Scaled)
 NA1899
 NA1899                          SUPERSEDED SURVEY CONTROL
 NA1899
 NA1899.No superseded survey control is available for this station.
 NA1899
 NA1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM655565(NAD 83)
 NA1899_MARKER: DB = BENCH MARK DISK
 NA1899_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA1899_SP_SET: ABUTMENT
 NA1899_STAMPING: A 451 1982
 NA1899_MARK LOGO: NGS   
 NA1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1899
 NA1899  HISTORY     - Date     Condition        Report By
 NA1899  HISTORY     - 1982     MONUMENTED       NGS
 NA1899
 NA1899                          STATION DESCRIPTION
 NA1899
 NA1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1899'IN DEPOSIT.
 NA1899'IN DEPOSIT, ALONG STATE HIGHWAYS 8 AND 10, IN THE TOP OF THE SOUTHWEST
 NA1899'END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER THE WEST BRANCH OF
 NA1899'THE DELAWARE RIVER, 6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTER OF
 NA1899'THE HIGHWAY, 0.49 METER (1.6 FT) SOUTHWEST OF THE SOUTHEAST END OF THE
 NA1899'SOUTHWEST METAL GUARDRAIL OF THE BRIDGE.
 NA1899'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 NA1899'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1926 ***********************************************************************
 NA1926  DESIGNATION -  A 452
 NA1926  PID         -  NA1926
 NA1926  STATE/COUNTY-  NY/DELAWARE
 NA1926  USGS QUAD   -  SIDNEY (1982)
 NA1926
 NA1926                         *CURRENT SURVEY CONTROL
 NA1926  ___________________________________________________________________
 NA1926* NAD 83(1986)-  42 15 00.     (N)    075 23 48.     (W)     SCALED    
 NA1926* NAVD 88     -       385.675  (meters)    1265.34   (feet)  ADJUSTED  
 NA1926  ___________________________________________________________________
 NA1926  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA1926  DYNAMIC HT  -         385.533 (meters)    1264.87  (feet)  COMP
 NA1926  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 NA1926
 NA1926  VERT ORDER  -  FIRST     CLASS II
 NA1926
 NA1926.The horizontal coordinates were scaled from a topographic map and have
 NA1926.an estimated accuracy of +/- 6 seconds.
 NA1926
 NA1926.The orthometric height was determined by differential leveling
 NA1926.and adjusted by the National Geodetic Survey in June 1991..
 NA1926
 NA1926.The geoid height was determined by GEOID03.
 NA1926
 NA1926.The dynamic height is computed by dividing the NAVD 88
 NA1926.geopotential number by the normal gravity value computed on the
 NA1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1926.degrees latitude (g = 980.6199 gals.).
 NA1926
 NA1926.The modeled gravity was interpolated from observed gravity values.
 NA1926
 NA1926;                    North         East    Units  Estimated Accuracy
 NA1926;SPC NY E     -   379,760.       76,010.      MT  (+/- 180 meters Scaled)
 NA1926
 NA1926                          SUPERSEDED SURVEY CONTROL
 NA1926
 NA1926.No superseded survey control is available for this station.
 NA1926
 NA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM672776(NAD 83)
 NA1926_MARKER: I = METAL ROD
 NA1926_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NA1926+WITH SETTING: INFORMATION.
 NA1926_SP_SET: SHALLOW SET METAL ROD
 NA1926_STAMPING: A 452 1982
 NA1926_MARK LOGO: NGS   
 NA1926_PROJECTION: FLUSH
 NA1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1926_ROD/PIPE-DEPTH: 1.8  meters
 NA1926
 NA1926  HISTORY     - Date     Condition        Report By
 NA1926  HISTORY     - 1982     MONUMENTED       NGS
 NA1926
 NA1926                          STATION DESCRIPTION
 NA1926
 NA1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1926'1.9 KM (1.2 MI) NW FROM MASONVILLE.
 NA1926'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1926'STATE HIGHWAY 206 IN MASONVILLE, TO THE MARK ON THE RIGHT, 14.63
 NA1926'METERS (48.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.40
 NA1926'METERS (21.0 FT) SOUTHEAST OF THE DRIVEWAY LEADING TO A ONE-STORY
 NA1926'HOUSE WITH A BASEMENT GARAGE, 1.07 METERS (3.5 FT) NORTHEAST OF THE
 NA1926'NORTHEAST EDGE OF A 2-FOOT HIGH ROCK WALL, NOTE--SEVERAL ATTEMPTS WERE
 NA1926'MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AT 1.8 METERS.
 NA1926'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 NA1926'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1950 ***********************************************************************
 NA1950  DESIGNATION -  A 453
 NA1950  PID         -  NA1950
 NA1950  STATE/COUNTY-  NY/CHENANGO
 NA1950  USGS QUAD   -  HOLMESVILLE (1994)
 NA1950
 NA1950                         *CURRENT SURVEY CONTROL
 NA1950  ___________________________________________________________________
 NA1950* NAD 83(1986)-  42 32 05.     (N)    075 22 51.     (W)     SCALED    
 NA1950* NAVD 88     -       322.890  (meters)    1059.35   (feet)  ADJUSTED  
 NA1950  ___________________________________________________________________
 NA1950  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 NA1950  DYNAMIC HT  -         322.780 (meters)    1058.99  (feet)  COMP
 NA1950  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 NA1950
 NA1950  VERT ORDER  -  FIRST     CLASS II
 NA1950
 NA1950.The horizontal coordinates were scaled from a topographic map and have
 NA1950.an estimated accuracy of +/- 6 seconds.
 NA1950
 NA1950.The orthometric height was determined by differential leveling
 NA1950.and adjusted by the National Geodetic Survey in June 1991..
 NA1950
 NA1950.The geoid height was determined by GEOID03.
 NA1950
 NA1950.The dynamic height is computed by dividing the NAVD 88
 NA1950.geopotential number by the normal gravity value computed on the
 NA1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1950.degrees latitude (g = 980.6199 gals.).
 NA1950
 NA1950.The modeled gravity was interpolated from observed gravity values.
 NA1950
 NA1950;                    North         East    Units  Estimated Accuracy
 NA1950;SPC NY C     -   282,190.      348,780.      MT  (+/- 180 meters Scaled)
 NA1950
 NA1950                          SUPERSEDED SURVEY CONTROL
 NA1950
 NA1950.No superseded survey control is available for this station.
 NA1950
 NA1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN687092(NAD 83)
 NA1950_MARKER: I = METAL ROD
 NA1950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NA1950_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NA1950_STAMPING: A 453 1982
 NA1950_MARK LOGO: NGS   
 NA1950_PROJECTION: FLUSH
 NA1950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1950+STABILITY: POSITION/ELEVATION WELL
 NA1950_ROD/PIPE-DEPTH: 25.6 meters
 NA1950_SLEEVE-DEPTH  : 6.1 meters
 NA1950
 NA1950  HISTORY     - Date     Condition        Report By
 NA1950  HISTORY     - 1982     MONUMENTED       NGS
 NA1950
 NA1950                          STATION DESCRIPTION
 NA1950
 NA1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1950'IN SOUTH NEW BERLIN.
 NA1950'IN SOUTH NEW BERLIN, AT THE SOUTH NEW BERLIN CENTRAL SCHOOL ON STATE
 NA1950'HIGHWAY 8, 0.6 KM (0.4 MI) NORTHEAST OF THE INTERSECTION OF STATE
 NA1950'HIGHWAY 23, ON THE SOUTHEAST SIDE OF A 4 BY 10-FT, 6-FT HIGH STONE
 NA1950'BLOCK STRUCTURE ENCLOSING THE SCHOOLS BULLETIN BOARD SIGN, LOCATED IN
 NA1950'THE FRONT LAWN OF THE SCHOOL IN LINE WITH THE MAIN ENTRANCE OF THE
 NA1950'SCHOOL, 14.02 METERS (46.0 FT) SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 NA1950'8, 55.47 METERS (182.0 FT) WEST OF THE NORTH CORNER OF THE SCHOOL,
 NA1950'25.0 METERS (82.0 FT) NORTHWEST OF THE NORTHWEST FACE OF A 2 BY 3-FT
 NA1950'STONE FOUNDATION SUPPORTING A SMALL BELL, 0.76 METER (2.5 FT) SOUTH OF
 NA1950'THE EAST CORNER OF THE BASE OF THE STONE BLOCK STRUCTURE ENCLOSING THE
 NA1950'BULLETIN BOARD SIGN.
 NA1950'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2337 ***********************************************************************
 LY2337  DESIGNATION -  A 454
 LY2337  PID         -  LY2337
 LY2337  STATE/COUNTY-  NY/SULLIVAN
 LY2337  USGS QUAD   -  NARROWSBURG (1997)
 LY2337
 LY2337                         *CURRENT SURVEY CONTROL
 LY2337  ___________________________________________________________________
 LY2337* NAD 83(1986)-  41 37 24.     (N)    075 02 21.     (W)     SCALED    
 LY2337* NAVD 88     -       264.269  (meters)     867.02   (feet)  ADJUSTED  
 LY2337  ___________________________________________________________________
 LY2337  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY2337  DYNAMIC HT  -         264.164 (meters)     866.68  (feet)  COMP
 LY2337  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 LY2337
 LY2337  VERT ORDER  -  FIRST     CLASS II
 LY2337
 LY2337.The horizontal coordinates were scaled from a topographic map and have
 LY2337.an estimated accuracy of +/- 6 seconds.
 LY2337
 LY2337.The orthometric height was determined by differential leveling
 LY2337.and adjusted by the National Geodetic Survey in June 1991..
 LY2337
 LY2337.The geoid height was determined by GEOID03.
 LY2337
 LY2337.The dynamic height is computed by dividing the NAVD 88
 LY2337.geopotential number by the normal gravity value computed on the
 LY2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2337.degrees latitude (g = 980.6199 gals.).
 LY2337
 LY2337.The modeled gravity was interpolated from observed gravity values.
 LY2337
 LY2337;                    North         East    Units  Estimated Accuracy
 LY2337;SPC NY E     -   309,910.      105,070.      MT  (+/- 180 meters Scaled)
 LY2337
 LY2337                          SUPERSEDED SURVEY CONTROL
 LY2337
 LY2337.No superseded survey control is available for this station.
 LY2337
 LY2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM967079(NAD 83)
 LY2337_MARKER: I = METAL ROD
 LY2337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2337_SP_SET: STAINLESS STEEL ROD
 LY2337_STAMPING: A 454 1982
 LY2337_MARK LOGO: NGS   
 LY2337_PROJECTION: FLUSH
 LY2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2337_ROD/PIPE-DEPTH: 1.8  meters
 LY2337
 LY2337  HISTORY     - Date     Condition        Report By
 LY2337  HISTORY     - 1982     MONUMENTED       NGS
 LY2337  HISTORY     - 1988     GOOD             USPSQD
 LY2337  HISTORY     - 1989     GOOD             USPSQD
 LY2337
 LY2337                          STATION DESCRIPTION
 LY2337
 LY2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2337'5.05 KM (3.15 MI) NE FROM HUNTS CORNER.
 LY2337'5.05 KM (3.15 MI) NORTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 LY2337'OF STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE LEFT, AT THE
 LY2337'ENTRANCE DRIVE TO A WHITE TWO-STORY FRAME HOUSE, 7.10 METERS (23.3 FT)
 LY2337'WEST OF THE CENTER LINE OF THE HIGHWAY, 9.48 METERS (31.1 FT)
 LY2337'NORTHEAST OF THE CENTER OF THE PRIVATE DRIVE, 2.70 METERS (8.8 FT)
 LY2337'NORTH OF THE SOUTH END OF A STEEL CABLE GUARDRAIL, 1.35 METERS
 LY2337'(4.4 FT) WEST OF THE GUARDRAIL.  NOTE-SEVERAL ATTEMPTS WERE MADE TO
 LY2337'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AT 1.8 METERS.
 LY2337'THE MARK IS 3.47 METERS  SSW FROM A WITNESS POST.
 LY2337'THE MARK IS 0.60 M BELOW HIGHWAY.
 LY2337
 LY2337                          STATION RECOVERY (1988)
 LY2337
 LY2337'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY2337'RECOVERED IN GOOD CONDITION.
 LY2337
 LY2337                          STATION RECOVERY (1989)
 LY2337
 LY2337'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2357 ***********************************************************************
 LY2357  DESIGNATION -  A 455
 LY2357  PID         -  LY2357
 LY2357  STATE/COUNTY-  NY/SULLIVAN
 LY2357  USGS QUAD   -  CALLICOON (1992)
 LY2357
 LY2357                         *CURRENT SURVEY CONTROL
 LY2357  ___________________________________________________________________
 LY2357* NAD 83(1986)-  41 46 15.     (N)    075 03 34.     (W)     SCALED    
 LY2357* NAVD 88     -       292.281  (meters)     958.93   (feet)  ADJUSTED  
 LY2357  ___________________________________________________________________
 LY2357  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LY2357  DYNAMIC HT  -         292.177 (meters)     958.58  (feet)  COMP
 LY2357  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 LY2357
 LY2357  VERT ORDER  -  FIRST     CLASS II
 LY2357
 LY2357.The horizontal coordinates were scaled from a topographic map and have
 LY2357.an estimated accuracy of +/- 6 seconds.
 LY2357
 LY2357.The orthometric height was determined by differential leveling
 LY2357.and adjusted by the National Geodetic Survey in June 1991..
 LY2357
 LY2357.The geoid height was determined by GEOID03.
 LY2357
 LY2357.The dynamic height is computed by dividing the NAVD 88
 LY2357.geopotential number by the normal gravity value computed on the
 LY2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2357.degrees latitude (g = 980.6199 gals.).
 LY2357
 LY2357.The modeled gravity was interpolated from observed gravity values.
 LY2357
 LY2357;                    North         East    Units  Estimated Accuracy
 LY2357;SPC NY E     -   326,300.      103,490.      MT  (+/- 180 meters Scaled)
 LY2357
 LY2357                          SUPERSEDED SURVEY CONTROL
 LY2357
 LY2357.No superseded survey control is available for this station.
 LY2357
 LY2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM950243(NAD 83)
 LY2357_MARKER: I = METAL ROD
 LY2357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2357_SP_SET: STAINLESS STEEL ROD
 LY2357_STAMPING: A 455 1982
 LY2357_MARK LOGO: NGS   
 LY2357_PROJECTION: FLUSH
 LY2357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2357_ROD/PIPE-DEPTH: 3.6  meters
 LY2357
 LY2357  HISTORY     - Date     Condition        Report By
 LY2357  HISTORY     - 1982     MONUMENTED       NGS
 LY2357
 LY2357                          STATION DESCRIPTION
 LY2357
 LY2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2357'0.8 KM (0.5 MI) NW FROM CALLICOON.
 LY2357'0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2357'STATE HIGHWAY 17B IN CALLICOON, TO THE MARK ON THE RIGHT, ON THE
 LY2357'PROPERTY OF DELAWARE VALLEY JOB CORPS CENTER (FORMERLY ST. JOSEPHS
 LY2357'SEMINARY), 25.55 METERS (83.8 FT) EAST OF THE CENTER LINE OF THE
 LY2357'HIGHWAY (SLOPE MEASUREMENT), 8.80 METERS (28.8 FT) SOUTH OF THE CENTER
 LY2357'OF A PAVED DRIVE LEADING EAST, 0.55 METER (1.8 FT) WEST OF A FLAGPOLE.
 LY2357'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 LY2357'REFUSAL AND ANCHORED AT 3.2 METERS.
 LY2357'THE MARK IS 1.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2381 ***********************************************************************
 LY2381  DESIGNATION -  A 456
 LY2381  PID         -  LY2381
 LY2381  STATE/COUNTY-  NY/DELAWARE
 LY2381  USGS QUAD   -  FISHS EDDY (1982)
 LY2381
 LY2381                         *CURRENT SURVEY CONTROL
 LY2381  ___________________________________________________________________
 LY2381* NAD 83(1986)-  41 55 20.     (N)    075 11 06.     (W)     SCALED    
 LY2381* NAVD 88     -       507.585  (meters)    1665.30   (feet)  ADJUSTED  
 LY2381  ___________________________________________________________________
 LY2381  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LY2381  DYNAMIC HT  -         507.398 (meters)    1664.69  (feet)  COMP
 LY2381  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 LY2381
 LY2381  VERT ORDER  -  FIRST     CLASS II
 LY2381
 LY2381.The horizontal coordinates were scaled from a topographic map and have
 LY2381.an estimated accuracy of +/- 6 seconds.
 LY2381
 LY2381.The orthometric height was determined by differential leveling
 LY2381.and adjusted by the National Geodetic Survey in June 1991..
 LY2381
 LY2381.The geoid height was determined by GEOID03.
 LY2381
 LY2381.The dynamic height is computed by dividing the NAVD 88
 LY2381.geopotential number by the normal gravity value computed on the
 LY2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2381.degrees latitude (g = 980.6199 gals.).
 LY2381
 LY2381.The modeled gravity was interpolated from observed gravity values.
 LY2381
 LY2381;                    North         East    Units  Estimated Accuracy
 LY2381;SPC NY E     -   343,190.       93,180.      MT  (+/- 180 meters Scaled)
 LY2381
 LY2381                          SUPERSEDED SURVEY CONTROL
 LY2381
 LY2381.No superseded survey control is available for this station.
 LY2381
 LY2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM846411(NAD 83)
 LY2381_MARKER: I = METAL ROD
 LY2381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2381_SP_SET: STAINLESS STEEL ROD
 LY2381_STAMPING: A 456 1982
 LY2381_MARK LOGO: NGS   
 LY2381_PROJECTION: FLUSH
 LY2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2381_ROD/PIPE-DEPTH: 1.8  meters
 LY2381
 LY2381  HISTORY     - Date     Condition        Report By
 LY2381  HISTORY     - 1982     MONUMENTED       NGS
 LY2381
 LY2381                          STATION DESCRIPTION
 LY2381
 LY2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2381'13.0 KM (8.1 MI) SE FROM HANCOCK.
 LY2381'13.0 KM (8.1 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2381'STATE HIGHWAY 191 IN HANCOCK, TO THE MARK ON THE LEFT, IN THE VILLAGE
 LY2381'OF FRENCH WOODS, 0.08 KM (0.05 MI) EAST OF THE JUNCTION OF NEWMAN ROAD
 LY2381'LEADING NORTHEAST, 10.15 METERS (33.3 FT) NORTH OF THE CENTER LINE OF
 LY2381'THE HIGHWAY, 0.78 METER (2.5 FT) WEST OF TELEPHONE POLE NUMBER 361-5
 LY2381'WITH ONE GUY WIRE.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 LY2381'ROD DRIVEN TO REFUSAL AT 1.8 METERS.
 LY2381'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 LY2381'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1875 ***********************************************************************
 NA1875  DESIGNATION -  A 457
 NA1875  PID         -  NA1875
 NA1875  STATE/COUNTY-  NY/BROOME
 NA1875  USGS QUAD   -  GULF SUMMIT (1952)
 NA1875
 NA1875                         *CURRENT SURVEY CONTROL
 NA1875  ___________________________________________________________________
 NA1875* NAD 83(1986)-  42 02 25.     (N)    075 31 02.     (W)     SCALED    
 NA1875* NAVD 88     -       370.864  (meters)    1216.74   (feet)  ADJUSTED  
 NA1875  ___________________________________________________________________
 NA1875  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NA1875  DYNAMIC HT  -         370.727 (meters)    1216.29  (feet)  COMP
 NA1875  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 NA1875
 NA1875  VERT ORDER  -  FIRST     CLASS II
 NA1875
 NA1875.The horizontal coordinates were scaled from a topographic map and have
 NA1875.an estimated accuracy of +/- 6 seconds.
 NA1875
 NA1875.The orthometric height was determined by differential leveling
 NA1875.and adjusted by the National Geodetic Survey in June 1991..
 NA1875
 NA1875.The geoid height was determined by GEOID03.
 NA1875
 NA1875.The dynamic height is computed by dividing the NAVD 88
 NA1875.geopotential number by the normal gravity value computed on the
 NA1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1875.degrees latitude (g = 980.6199 gals.).
 NA1875
 NA1875.The modeled gravity was interpolated from observed gravity values.
 NA1875
 NA1875;                    North         East    Units  Estimated Accuracy
 NA1875;SPC NY E     -   356,570.       65,780.      MT  (+/- 180 meters Scaled)
 NA1875
 NA1875                          SUPERSEDED SURVEY CONTROL
 NA1875
 NA1875.No superseded survey control is available for this station.
 NA1875
 NA1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM571543(NAD 83)
 NA1875_MARKER: DB = BENCH MARK DISK
 NA1875_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA1875_SP_SET: BRIDGE ABUTMENT
 NA1875_STAMPING: A 457 1982
 NA1875_MARK LOGO: NGS   
 NA1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1875
 NA1875  HISTORY     - Date     Condition        Report By
 NA1875  HISTORY     - 1982     MONUMENTED       NGS
 NA1875
 NA1875                          STATION DESCRIPTION
 NA1875
 NA1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1875'9.6 KM (6.0 MI) SW FROM DEPOSIT.
 NA1875'7.3 KM (4.55 MI) WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 NA1875'STATE HIGHWAY 10 IN DEPOSIT, THENCE 0.25 KM (0.15 MI) SOUTH ALONG
 NA1875'STATE HIGHWAY 41, THENCE 2.0 KM (1.25 MI) SOUTHWEST ALONG STATE
 NA1875'HIGHWAY (OLD 17) TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF
 NA1875'THE NORTHEAST ABUTMENT OF BRIDGE OVER NEW HIGHWAY 17, 5.45 METERS
 NA1875'(17.8 FT) NORTH OF THE CENTER LINE OF OLD HIGHWAY 17, 0.36 METER
 NA1875'(1.1 FT) NORTH OF STEEL GUARDRAIL OF THE BRIDGE.
 NA1875'THE MARK IS 3.88 METERS  S FROM A WITNESS POST.
 NA1875'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1576 ***********************************************************************
 NB1576  DESIGNATION -  A 458
 NB1576  PID         -  NB1576
 NB1576  STATE/COUNTY-  NY/TIOGA
 NB1576  USGS QUAD   -  BARTON (1976)
 NB1576
 NB1576                         *CURRENT SURVEY CONTROL
 NB1576  ___________________________________________________________________
 NB1576* NAD 83(1986)-  42 02 02.     (N)    076 23 42.     (W)     SCALED    
 NB1576* NAVD 88     -       243.698  (meters)     799.53   (feet)  ADJUSTED  
 NB1576  ___________________________________________________________________
 NB1576  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NB1576  DYNAMIC HT  -         243.602 (meters)     799.22  (feet)  COMP
 NB1576  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 NB1576
 NB1576  VERT ORDER  -  FIRST     CLASS II
 NB1576
 NB1576.The horizontal coordinates were scaled from a topographic map and have
 NB1576.an estimated accuracy of +/- 6 seconds.
 NB1576
 NB1576.The orthometric height was determined by differential leveling
 NB1576.and adjusted by the National Geodetic Survey in June 1991..
 NB1576
 NB1576.The geoid height was determined by GEOID03.
 NB1576
 NB1576.The dynamic height is computed by dividing the NAVD 88
 NB1576.geopotential number by the normal gravity value computed on the
 NB1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1576.degrees latitude (g = 980.6199 gals.).
 NB1576
 NB1576.The modeled gravity was interpolated from observed gravity values.
 NB1576
 NB1576;                    North         East    Units  Estimated Accuracy
 NB1576;SPC NY C     -   225,880.      265,590.      MT  (+/- 180 meters Scaled)
 NB1576
 NB1576                          SUPERSEDED SURVEY CONTROL
 NB1576
 NB1576.No superseded survey control is available for this station.
 NB1576
 NB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM845544(NAD 83)
 NB1576_MARKER: I = METAL ROD
 NB1576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1576_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1576_STAMPING: A 458 1982
 NB1576_MARK LOGO: NGS   
 NB1576_PROJECTION: FLUSH
 NB1576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1576+STABILITY: POSITION/ELEVATION WELL
 NB1576_ROD/PIPE-DEPTH: 10.6 meters
 NB1576_SLEEVE-DEPTH  : 6.0 meters
 NB1576
 NB1576  HISTORY     - Date     Condition        Report By
 NB1576  HISTORY     - 1982     MONUMENTED       NGS
 NB1576  HISTORY     - 1989     GOOD             USPSQD
 NB1576  HISTORY     - 19941109 GOOD             USPSQD
 NB1576
 NB1576                          STATION DESCRIPTION
 NB1576
 NB1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1576'IN SMITHBORO.
 NB1576'IN SMITHBORO, AT THE JUNCTION OF STATE HIGHWAY 17C AND HARRIET DRIVE,
 NB1576'ON THE PROPERTY OF COYNE INDUSTRIAL LAUNDRIES INC., ON THE SOUTH SIDE
 NB1576'OF A FLAGPOLE, 1.0 KM (0.6 MI) WEST OF THE JUNCTION OF STATE HIGHWAY
 NB1576'282, 62.18 METERS (204.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NB1576'37.19 METERS (122.0 FT) EAST OF THE CENTER OF HARRIET DRIVE, 33.22
 NB1576'METERS (109.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A SHEET METAL
 NB1576'BUILDING OF COYNE LAUNDERIES, 0.54 METER (1.8 FT) SOUTH OF THE SOUTH
 NB1576'FACE OF THE CONCRETE BASE OF THE FLAGPOLE.
 NB1576'THE MARK IS 0.30 M BELOW HIGHWAY.
 NB1576
 NB1576                          STATION RECOVERY (1989)
 NB1576
 NB1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1576'RECOVERED IN GOOD CONDITION.
 NB1576
 NB1576                          STATION RECOVERY (1994)
 NB1576
 NB1576'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1588 ***********************************************************************
 NB1588  DESIGNATION -  A 459
 NB1588  PID         -  NB1588
 NB1588  STATE/COUNTY-  NY/CHEMUNG
 NB1588  USGS QUAD   -  WELLSBURG (1969)
 NB1588
 NB1588                         *CURRENT SURVEY CONTROL
 NB1588  ___________________________________________________________________
 NB1588* NAD 83(1986)-  42 00 42.     (N)    076 38 58.     (W)     SCALED    
 NB1588* NAVD 88     -       257.308  (meters)     844.18   (feet)  ADJUSTED  
 NB1588  ___________________________________________________________________
 NB1588  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NB1588  DYNAMIC HT  -         257.204 (meters)     843.84  (feet)  COMP
 NB1588  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 NB1588
 NB1588  VERT ORDER  -  FIRST     CLASS II
 NB1588
 NB1588.The horizontal coordinates were scaled from a topographic map and have
 NB1588.an estimated accuracy of +/- 6 seconds.
 NB1588
 NB1588.The orthometric height was determined by differential leveling
 NB1588.and adjusted by the National Geodetic Survey in June 1991..
 NB1588
 NB1588.The geoid height was determined by GEOID03.
 NB1588
 NB1588.The dynamic height is computed by dividing the NAVD 88
 NB1588.geopotential number by the normal gravity value computed on the
 NB1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1588.degrees latitude (g = 980.6199 gals.).
 NB1588
 NB1588.The modeled gravity was interpolated from observed gravity values.
 NB1588
 NB1588;                    North         East    Units  Estimated Accuracy
 NB1588;SPC NY C     -   223,390.      244,520.      MT  (+/- 180 meters Scaled)
 NB1588
 NB1588                          SUPERSEDED SURVEY CONTROL
 NB1588
 NB1588.No superseded survey control is available for this station.
 NB1588
 NB1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM634523(NAD 83)
 NB1588_MARKER: I = METAL ROD
 NB1588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1588_SP_SET: STAINLESS STEEL ROD
 NB1588_STAMPING: A 459 1982
 NB1588_MARK LOGO: NGS   
 NB1588_PROJECTION: FLUSH
 NB1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1588_ROD/PIPE-DEPTH: 11.6 meters
 NB1588
 NB1588  HISTORY     - Date     Condition        Report By
 NB1588  HISTORY     - 1982     MONUMENTED       NGS
 NB1588  HISTORY     - 1988     GOOD             USPSQD
 NB1588  HISTORY     - 1990     GOOD             USPSQD
 NB1588  HISTORY     - 19940928 GOOD             USPSQD
 NB1588
 NB1588                          STATION DESCRIPTION
 NB1588
 NB1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1588'7.2 KM (4.5 MI) EAST FROM WELLSBURG.
 NB1588'7.2 KM (4.5 MI) EAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 NB1588'STATE HIGHWAY 367 S IN WELLSBURG, TO THE MARK ON THE RIGHT, 10.05
 NB1588'METERS (33.0 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13.70
 NB1588'METERS (44.9 FT) NORTH OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE,
 NB1588'0.70 METER (2.3 FT) NORTHWEST OF UTILITY POLE NUMBER 19-1, 53 A.
 NB1588'THE MARK IS 0.60 M BELOW HIGHWAY.
 NB1588
 NB1588                          STATION RECOVERY (1988)
 NB1588
 NB1588'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1588'RECOVERED IN GOOD CONDITION.
 NB1588
 NB1588                          STATION RECOVERY (1990)
 NB1588
 NB1588'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1588'RECOVERED IN GOOD CONDITION.
 NB1588
 NB1588                          STATION RECOVERY (1994)
 NB1588
 NB1588'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0573 ***********************************************************************
 MZ0573  DESIGNATION -  A 46
 MZ0573  PID         -  MZ0573
 MZ0573  STATE/COUNTY-  NY/COLUMBIA
 MZ0573  USGS QUAD   -  SAUGERTIES (1978)
 MZ0573
 MZ0573                         *CURRENT SURVEY CONTROL
 MZ0573  ___________________________________________________________________
 MZ0573* NAD 83(1986)-  42 05 30.     (N)    073 55 08.     (W)     SCALED    
 MZ0573* NAVD 88     -         2.775  (meters)       9.10   (feet)  ADJUSTED  
 MZ0573  ___________________________________________________________________
 MZ0573  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 MZ0573  DYNAMIC HT  -           2.774 (meters)       9.10  (feet)  COMP
 MZ0573  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 MZ0573
 MZ0573  VERT ORDER  -  FIRST     CLASS II
 MZ0573
 MZ0573.The horizontal coordinates were scaled from a topographic map and have
 MZ0573.an estimated accuracy of +/- 6 seconds.
 MZ0573
 MZ0573.The orthometric height was determined by differential leveling
 MZ0573.and adjusted by the National Geodetic Survey in June 1991..
 MZ0573
 MZ0573.The geoid height was determined by GEOID03.
 MZ0573
 MZ0573.The dynamic height is computed by dividing the NAVD 88
 MZ0573.geopotential number by the normal gravity value computed on the
 MZ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0573.degrees latitude (g = 980.6199 gals.).
 MZ0573
 MZ0573.The modeled gravity was interpolated from observed gravity values.
 MZ0573
 MZ0573;                    North         East    Units  Estimated Accuracy
 MZ0573;SPC NY E     -   361,940.      198,070.      MT  (+/- 180 meters Scaled)
 MZ0573
 MZ0573                          SUPERSEDED SURVEY CONTROL
 MZ0573
 MZ0573  NGVD 29 (??/??/92)    3.027  (m)            9.93   (f) ADJ UNCH    1 2
 MZ0573
 MZ0573.Superseded values are not recommended for survey control.
 MZ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0573.See file dsdata.txt to determine how the superseded data were derived.
 MZ0573
 MZ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM894605(NAD 83)
 MZ0573_MARKER: DB = BENCH MARK DISK
 MZ0573_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0573_SP_SET: ROCK LEDGE
 MZ0573_STAMPING: A 46 1934
 MZ0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0573+STABILITY: POSITION/ELEVATION WELL
 MZ0573
 MZ0573  HISTORY     - Date     Condition        Report By
 MZ0573  HISTORY     - 1934     MONUMENTED       CGS
 MZ0573  HISTORY     - 1955     MARK NOT FOUND   NGS
 MZ0573
 MZ0573                          STATION DESCRIPTION
 MZ0573
 MZ0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0573'2.2 MI N FROM TIVOLI.
 MZ0573'IN COLUMBIA COUNTY, 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL
 MZ0573'RAILROAD FROM THE STATION AT TIVOLI, DUTCHESS COUNTY, 0.2 MILE NORTH
 MZ0573'OF MILEPOST 101, 0.15 MILE SOUTH OF OVERHEAD BRIDGE 281 A, 30.3 FEET
 MZ0573'SOUTHWEST OF WATCHMANS SHANTY 818 A, 44.5 FEET WEST OF THE WEST RAIL
 MZ0573'OF THE SOUTH-BOUND TRACK, AND IN THE TOP OF A LEDGE OF ROCK, LEVEL
 MZ0573'WITH WITH TOP OF THE RAIL. A STANDARD DISK, STAMPED A 46 1934.
 MZ0573'NOTE--THE WATCHMANS SHACK IS NO LONGER IN EVIDENCE.  THE RAILROAD HAS
 MZ0573'DUMPED ROCKS AND DIRT FROM SLIDES AT DESCRIBED AREA AND IT IS BELIEVED
 MZ0573'THAT THE MARK IS STILL INTACT BUT COVERED AND ITS RECOVERY IS
 MZ0573'DOUBTFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1472 ***********************************************************************
 KU1472  DESIGNATION -  A 46 NC
 KU1472  PID         -  KU1472
 KU1472  STATE/COUNTY-  NY/NASSAU
 KU1472  USGS QUAD   -  FREEPORT (1979)
 KU1472
 KU1472                         *CURRENT SURVEY CONTROL
 KU1472  ___________________________________________________________________
 KU1472* NAD 83(1986)-  40 39 23.     (N)    073 34 55.     (W)     SCALED    
 KU1472* NAVD 88     -         8.665  (meters)      28.43   (feet)  ADJUSTED  
 KU1472  ___________________________________________________________________
 KU1472  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU1472  DYNAMIC HT  -           8.661 (meters)      28.42  (feet)  COMP
 KU1472  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 KU1472
 KU1472  VERT ORDER  -  SECOND    CLASS 0
 KU1472
 KU1472.The horizontal coordinates were scaled from a topographic map and have
 KU1472.an estimated accuracy of +/- 6 seconds.
 KU1472
 KU1472.The orthometric height was determined by differential leveling
 KU1472.and adjusted by the National Geodetic Survey in June 1991..
 KU1472
 KU1472.The geoid height was determined by GEOID03.
 KU1472
 KU1472.The dynamic height is computed by dividing the NAVD 88
 KU1472.geopotential number by the normal gravity value computed on the
 KU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1472.degrees latitude (g = 980.6199 gals.).
 KU1472
 KU1472.The modeled gravity was interpolated from observed gravity values.
 KU1472
 KU1472;                    North         East    Units  Estimated Accuracy
 KU1472;SPC NY L     -    54,470.      335,360.      MT  (+/- 180 meters Scaled)
 KU1472
 KU1472                          SUPERSEDED SURVEY CONTROL
 KU1472
 KU1472  NGVD 29 (??/??/92)    9.01   (m)           29.6    (f) COMPUTED    2 0
 KU1472
 KU1472.Superseded values are not recommended for survey control.
 KU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1472.See file dsdata.txt to determine how the superseded data were derived.
 KU1472
 KU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL198015(NAD 83)
 KU1472_MARKER: Q = CHISELED SQUARE
 KU1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1472_SP_SET: PILASTER
 KU1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1472
 KU1472  HISTORY     - Date     Condition        Report By
 KU1472  HISTORY     - UNK      MONUMENTED       NY-059
 KU1472  HISTORY     - 1932     GOOD             NGS
 KU1472  HISTORY     - 1956     GOOD             NGS
 KU1472  HISTORY     - 19890530 MARK NOT FOUND   USPSQD
 KU1472
 KU1472                          STATION DESCRIPTION
 KU1472
 KU1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1472'AT FREEPORT.
 KU1472'AT FREEPORT, NASSAU COUNTY, AT THE NORTHEAST CORNER OF THE
 KU1472'INTERSECTION OF SUNRISE HIGHWAY (STATE HIGHWAY 27) AND SOUTH
 KU1472'MAIN STREET, AT THE FREEPORT BANK BUILDING, ON THE SOUTHWEST
 KU1472'CORNER OF THE SECOND PILASTER ON THE WEST SIDE OF THE ENTRANCE,
 KU1472'7.8 FEET WEST OF THE WEST SIDE OF THE ENTRANCE, 4.5 FEET WEST OF
 KU1472'THE WEST BASE OF THE FIRST PILASTER, AND 3.5 FEET ABOVE THE
 KU1472'SIDEWALK.
 KU1472
 KU1472                          STATION RECOVERY (1956)
 KU1472
 KU1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU1472'RECOVERED IN GOOD CONDITION.
 KU1472
 KU1472                          STATION RECOVERY (1989)
 KU1472
 KU1472'RECOVERY NOTE BY US POWER SQUADRON 1989 (JS)
 KU1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1650 ***********************************************************************
 OE1650  DESIGNATION -  A 460
 OE1650  PID         -  OE1650
 OE1650  STATE/COUNTY-  NY/ONEIDA
 OE1650  USGS QUAD   -  UTICA WEST (1955)
 OE1650
 OE1650                         *CURRENT SURVEY CONTROL
 OE1650  ___________________________________________________________________
 OE1650* NAD 83(1986)-  43 05 31.     (N)    075 15 03.     (W)     SCALED    
 OE1650* NAVD 88     -       153.369  (meters)     503.18   (feet)  ADJUSTED  
 OE1650  ___________________________________________________________________
 OE1650  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 OE1650  DYNAMIC HT  -         153.329 (meters)     503.05  (feet)  COMP
 OE1650  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 OE1650
 OE1650  VERT ORDER  -  FIRST     CLASS II
 OE1650
 OE1650.The horizontal coordinates were scaled from a topographic map and have
 OE1650.an estimated accuracy of +/- 6 seconds.
 OE1650
 OE1650.The orthometric height was determined by differential leveling
 OE1650.and adjusted by the National Geodetic Survey in June 1991..
 OE1650
 OE1650.The geoid height was determined by GEOID03.
 OE1650
 OE1650.The dynamic height is computed by dividing the NAVD 88
 OE1650.geopotential number by the normal gravity value computed on the
 OE1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1650.degrees latitude (g = 980.6199 gals.).
 OE1650
 OE1650.The modeled gravity was interpolated from observed gravity values.
 OE1650
 OE1650;                    North         East    Units  Estimated Accuracy
 OE1650;SPC NY C     -   344,250.      358,490.      MT  (+/- 180 meters Scaled)
 OE1650
 OE1650                          SUPERSEDED SURVEY CONTROL
 OE1650
 OE1650.No superseded survey control is available for this station.
 OE1650
 OE1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN795710(NAD 83)
 OE1650_MARKER: I = METAL ROD
 OE1650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1650_SP_SET: STAINLESS STEEL ROD
 OE1650_STAMPING: A 460 1982
 OE1650_MARK LOGO: NGS   
 OE1650_PROJECTION: FLUSH
 OE1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1650_ROD/PIPE-DEPTH: 3.7  meters
 OE1650
 OE1650  HISTORY     - Date     Condition        Report By
 OE1650  HISTORY     - 1982     MONUMENTED       NGS
 OE1650
 OE1650                          STATION DESCRIPTION
 OE1650
 OE1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1650'IN UTICA.
 OE1650'IN UTICA, IN THE 1600 BLOCK ALONG GENESEE STREET, IN THE LAWN OF THE
 OE1650'UTICA TEACHERS FEDERAL CREDIT UNION, 23.78 METERS (78.0 FT) NORTHWEST
 OE1650'OF THE CENTER LINE OF THE STREET, 16.16 METERS (53.0 FT) SOUTHWEST OF
 OE1650'THE CENTER OF SHAW STREET, 2.14 METERS (7.0 FT) NORTHEAST OF THE EAST
 OE1650'CORNER OF THE BUILDING.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 OE1650'ROD, DRIVEN TO REFUSAL AND EMBEDDED AT 3.7 METERS.
 OE1650'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1308 ***********************************************************************
 OF1308  DESIGNATION -  A 461
 OF1308  PID         -  OF1308
 OF1308  STATE/COUNTY-  NY/OSWEGO
 OF1308  USGS QUAD   -  FULTON (1978)
 OF1308
 OF1308                         *CURRENT SURVEY CONTROL
 OF1308  ___________________________________________________________________
 OF1308* NAD 83(1986)-  43 18 54.     (N)    076 24 34.     (W)     SCALED    
 OF1308* NAVD 88     -       114.026  (meters)     374.10   (feet)  ADJUSTED  
 OF1308  ___________________________________________________________________
 OF1308  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OF1308  DYNAMIC HT  -         114.001 (meters)     374.02  (feet)  COMP
 OF1308  MODELED GRAV-     980,396.9   (mgal)                       NAVD 88
 OF1308
 OF1308  VERT ORDER  -  FIRST     CLASS II
 OF1308
 OF1308.The horizontal coordinates were scaled from a topographic map and have
 OF1308.an estimated accuracy of +/- 6 seconds.
 OF1308
 OF1308.The orthometric height was determined by differential leveling
 OF1308.and adjusted by the National Geodetic Survey in June 1991..
 OF1308
 OF1308.The geoid height was determined by GEOID03.
 OF1308
 OF1308.The dynamic height is computed by dividing the NAVD 88
 OF1308.geopotential number by the normal gravity value computed on the
 OF1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1308.degrees latitude (g = 980.6199 gals.).
 OF1308
 OF1308.The modeled gravity was interpolated from observed gravity values.
 OF1308
 OF1308;                    North         East    Units  Estimated Accuracy
 OF1308;SPC NY C     -   368,180.      264,110.      MT  (+/- 180 meters Scaled)
 OF1308
 OF1308                          SUPERSEDED SURVEY CONTROL
 OF1308
 OF1308.No superseded survey control is available for this station.
 OF1308
 OF1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN857967(NAD 83)
 OF1308_MARKER: I = METAL ROD
 OF1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1308_SP_SET: STAINLESS STEEL ROD
 OF1308_STAMPING: A 461 1982
 OF1308_MARK LOGO: NGS   
 OF1308_PROJECTION: FLUSH
 OF1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1308_ROD/PIPE-DEPTH: 4.9  meters
 OF1308
 OF1308  HISTORY     - Date     Condition        Report By
 OF1308  HISTORY     - 1982     MONUMENTED       NGS
 OF1308
 OF1308                          STATION DESCRIPTION
 OF1308
 OF1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1308'IN FULTON.
 OF1308'IN FULTON, IN THE SOUTH ANGLE OF THE JUNCTION OF STATE HIGHWAY 57 AND
 OF1308'DIVISION STREET, 31.39 METERS (103.0 FT) SOUTHWEST OF THE CENTERLINE
 OF1308'OF THE HIGHWAY, 6.71 METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF
 OF1308'THE STREET, 2.19 METERS (7.2 FT) SOUTH OF A LARGE FIRE HYDRANT,
 OF1308'0.58 METER (1.9 FT) SOUTHWEST OF THE SOUTHWEST ONE OF TWO UTILITY
 OF1308'POLES 2.13 METERS (7 FT) APART.
 OF1308'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 OF1308'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1301 ***********************************************************************
 OF1301  DESIGNATION -  A 462
 OF1301  PID         -  OF1301
 OF1301  STATE/COUNTY-  NY/OSWEGO
 OF1301  USGS QUAD   -  FULTON (1978)
 OF1301
 OF1301                         *CURRENT SURVEY CONTROL
 OF1301  ___________________________________________________________________
 OF1301* NAD 83(1986)-  43 21 17.     (N)    076 25 16.     (W)     SCALED    
 OF1301* NAVD 88     -       118.373  (meters)     388.36   (feet)  ADJUSTED  
 OF1301  ___________________________________________________________________
 OF1301  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OF1301  DYNAMIC HT  -         118.347 (meters)     388.28  (feet)  COMP
 OF1301  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 OF1301
 OF1301  VERT ORDER  -  FIRST     CLASS II
 OF1301
 OF1301.The horizontal coordinates were scaled from a topographic map and have
 OF1301.an estimated accuracy of +/- 6 seconds.
 OF1301
 OF1301.The orthometric height was determined by differential leveling
 OF1301.and adjusted by the National Geodetic Survey in June 1991..
 OF1301
 OF1301.The geoid height was determined by GEOID03.
 OF1301
 OF1301.The dynamic height is computed by dividing the NAVD 88
 OF1301.geopotential number by the normal gravity value computed on the
 OF1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1301.degrees latitude (g = 980.6199 gals.).
 OF1301
 OF1301.The modeled gravity was interpolated from observed gravity values.
 OF1301
 OF1301;                    North         East    Units  Estimated Accuracy
 OF1301;SPC NY C     -   372,590.      263,150.      MT  (+/- 180 meters Scaled)
 OF1301
 OF1301                          SUPERSEDED SURVEY CONTROL
 OF1301
 OF1301.No superseded survey control is available for this station.
 OF1301
 OF1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP848011(NAD 83)
 OF1301_MARKER: I = METAL ROD
 OF1301_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OF1301_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OF1301_STAMPING: A 462 1982
 OF1301_MARK LOGO: NGS   
 OF1301_PROJECTION: FLUSH
 OF1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF1301+STABILITY: POSITION/ELEVATION WELL
 OF1301_ROD/PIPE-DEPTH: 8.2  meters
 OF1301_SLEEVE-DEPTH  : 6.1 meters
 OF1301
 OF1301  HISTORY     - Date     Condition        Report By
 OF1301  HISTORY     - 1982     MONUMENTED       NGS
 OF1301
 OF1301                          STATION DESCRIPTION
 OF1301
 OF1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1301'4.6 KM (2.85 MI) NORTH FROM FULTON.
 OF1301'2.2 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 57 (SECOND STREET)
 OF1301'FROM THE JUNCTION OF STATE HIGHWAY 49 (ONEIDA STREET) IN
 OF1301'FULTON, THENCE 2.3 KM (1.45 MI) NORTH ALONG OLD STATE HIGHWAY
 OF1301'57 TO THE PINE WOOD SCHOOL AND THE MARK ON THE RIGHT, AT THE
 OF1301'NORTHWEST CORNER OF A WOODEN FENCE AROUND THE SCHOOL,
 OF1301'12.34 METERS (40.5 FT) EAST OF THE CENTERLINE OF OLD HIGHWAY
 OF1301'57, 9.57 METERS (31.4 FT) NORTH-NORTHWEST OF THE BOTTOM
 OF1301'CONCRETE STEP OF THE MAIN ENTRANCE OF THE SCHOOL, 4.72 METERS
 OF1301'(15.5 FT) EAST-SOUTHEAST OF A 40.5 CM (16-INCH) MAPLE TREE,
 OF1301'1.03 METERS (3.4 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER
 OF1301'OF THE WOODEN FENCE AROUND THE PROPERTY OF THE SCHOOL.
 OF1301'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1498 ***********************************************************************
 KU1498  DESIGNATION -  A 462 NC
 KU1498  PID         -  KU1498
 KU1498  STATE/COUNTY-  NY/NASSAU
 KU1498  USGS QUAD   -  LYNBROOK (1969)
 KU1498
 KU1498                         *CURRENT SURVEY CONTROL
 KU1498  ___________________________________________________________________
 KU1498* NAD 83(1986)-  40 38 08.     (N)    073 39 41.     (W)     SCALED    
 KU1498* NAVD 88     -         1.185  (meters)       3.89   (feet)  ADJUSTED  
 KU1498  ___________________________________________________________________
 KU1498  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU1498  DYNAMIC HT  -           1.184 (meters)       3.88  (feet)  COMP
 KU1498  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 KU1498
 KU1498  VERT ORDER  -  SECOND    CLASS 0
 KU1498
 KU1498.The horizontal coordinates were scaled from a topographic map and have
 KU1498.an estimated accuracy of +/- 6 seconds.
 KU1498
 KU1498.The orthometric height was determined by differential leveling
 KU1498.and adjusted by the National Geodetic Survey in June 1991..
 KU1498
 KU1498.The geoid height was determined by GEOID03.
 KU1498
 KU1498.The dynamic height is computed by dividing the NAVD 88
 KU1498.geopotential number by the normal gravity value computed on the
 KU1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1498.degrees latitude (g = 980.6199 gals.).
 KU1498
 KU1498.The modeled gravity was interpolated from observed gravity values.
 KU1498
 KU1498;                    North         East    Units  Estimated Accuracy
 KU1498;SPC NY L     -    52,120.      328,650.      MT  (+/- 180 meters Scaled)
 KU1498
 KU1498                          SUPERSEDED SURVEY CONTROL
 KU1498
 KU1498  NGVD 29 (??/??/92)    1.526  (m)            5.01   (f) ADJ UNCH    2 0
 KU1498
 KU1498.Superseded values are not recommended for survey control.
 KU1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1498.See file dsdata.txt to determine how the superseded data were derived.
 KU1498
 KU1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK131991(NAD 83)
 KU1498_MARKER: Z = SEE DESCRIPTION
 KU1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1498+STABILITY: SURFACE MOTION
 KU1498
 KU1498  HISTORY     - Date     Condition        Report By
 KU1498  HISTORY     - UNK      MONUMENTED       NY-059
 KU1498  HISTORY     - 1956     GOOD             NGS
 KU1498  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU1498
 KU1498                          STATION DESCRIPTION
 KU1498
 KU1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1498'AT EAST ROCKAWAY.
 KU1498'AT EAST ROCKAWAY, NASSAU COUNTY, A TTHE INTERSECTION OF WILLIAMSON
 KU1498'AVENUE AND FIFTH AVENUE, 37 FEET NORTH OF THE CENTERLINE OF
 KU1498'WILLIAMSON AVENUE, AND 18 FEET EAST OF THE CENTERLNE OF FIFTH
 KU1498'AVENUE.  A 3/4-INCH ROUND BRONZE PLUG, SET IN THE TOP (PROJECTING
 KU1498'1/8 INCH) OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU1498
 KU1498                          STATION RECOVERY (1990)
 KU1498
 KU1498'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KU1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1613 ***********************************************************************
 NB1613  DESIGNATION -  A 463
 NB1613  PID         -  NB1613
 NB1613  STATE/COUNTY-  NY/CHEMUNG
 NB1613  USGS QUAD   -  ERIN (1969)
 NB1613
 NB1613                         *CURRENT SURVEY CONTROL
 NB1613  ___________________________________________________________________
 NB1613* NAD 83(1986)-  42 11 20.     (N)    076 39 58.     (W)     SCALED    
 NB1613* NAVD 88     -       404.847  (meters)    1328.24   (feet)  ADJUSTED  
 NB1613  ___________________________________________________________________
 NB1613  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NB1613  DYNAMIC HT  -         404.690 (meters)    1327.72  (feet)  COMP
 NB1613  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 NB1613
 NB1613  VERT ORDER  -  FIRST     CLASS II
 NB1613
 NB1613.The horizontal coordinates were scaled from a topographic map and have
 NB1613.an estimated accuracy of +/- 6 seconds.
 NB1613
 NB1613.The orthometric height was determined by differential leveling
 NB1613.and adjusted by the National Geodetic Survey in June 1991..
 NB1613
 NB1613.The geoid height was determined by GEOID03.
 NB1613
 NB1613.The dynamic height is computed by dividing the NAVD 88
 NB1613.geopotential number by the normal gravity value computed on the
 NB1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1613.degrees latitude (g = 980.6199 gals.).
 NB1613
 NB1613.The modeled gravity was interpolated from observed gravity values.
 NB1613
 NB1613;                    North         East    Units  Estimated Accuracy
 NB1613;SPC NY C     -   243,080.      243,160.      MT  (+/- 180 meters Scaled)
 NB1613
 NB1613                          SUPERSEDED SURVEY CONTROL
 NB1613
 NB1613.No superseded survey control is available for this station.
 NB1613
 NB1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM624720(NAD 83)
 NB1613_MARKER: I = METAL ROD
 NB1613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1613+WITH SETTING: INFORMATION.
 NB1613_SP_SET: SHALLOW SET METAL ROD
 NB1613_STAMPING: A 463 1982
 NB1613_MARK LOGO: NGS   
 NB1613_PROJECTION: FLUSH
 NB1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1613_ROD/PIPE-DEPTH: 3.0  meters
 NB1613
 NB1613  HISTORY     - Date     Condition        Report By
 NB1613  HISTORY     - 1982     MONUMENTED       NGS
 NB1613  HISTORY     - 1988     POOR             USPSQD
 NB1613  HISTORY     - 1989     POOR             USPSQD
 NB1613  HISTORY     - 19940926 GOOD             USPSQD
 NB1613
 NB1613                          STATION DESCRIPTION
 NB1613
 NB1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1613'6.7 KM (4.15 MI) EAST FROM BREESPORT.
 NB1613'6.7 KM (4.15 MI) EAST ALONG STATE HIGHWAY 223 FROM THE
 NB1613'TWIN TIERS BAPTIST HIGH SCHOOL IN BREESPORT TO THE MARK
 NB1613'ON THE LEFT, AT THE ENTRANCE TO CRESTWOOD PARK,
 NB1613'19.53 METERS (64.1 FT) WEST OF THE CENTERLINE OF THE
 NB1613'HIGHWAY, 8.25 METERS (27.1 FT) NORTH OF THE CENTER OF
 NB1613'THE PAVED ENTRANCE TO THE PARK, 0.90 METER (3.0 FT) WEST
 NB1613'OF THE WEST LEG OF A SIGN (CRESTWOOD PARK),
 NB1613'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD AND IT
 NB1613'WAS DRIVEN TO REFUSAL AND ANCHORED AT 3.0 METERS.
 NB1613'THE MARK IS 0.91 M ABOVE HIGHWAY.
 NB1613
 NB1613                          STATION RECOVERY (1988)
 NB1613
 NB1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1613'MARK RECOVERED IN POOR CONDITION.
 NB1613
 NB1613                          STATION RECOVERY (1989)
 NB1613
 NB1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1613'MARK RECOVERED IN POOR CONDITION.
 NB1613
 NB1613                          STATION RECOVERY (1994)
 NB1613
 NB1613'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1653 ***********************************************************************
 NB1653  DESIGNATION -  A 464
 NB1653  PID         -  NB1653
 NB1653  STATE/COUNTY-  NY/CAYUGA
 NB1653  USGS QUAD   -  SHELDRAKE (1971)
 NB1653
 NB1653                         *CURRENT SURVEY CONTROL
 NB1653  ___________________________________________________________________
 NB1653* NAD 83(1986)-  42 39 50.     (N)    076 38 23.     (W)     SCALED    
 NB1653* NAVD 88     -       257.047  (meters)     843.33   (feet)  ADJUSTED  
 NB1653  ___________________________________________________________________
 NB1653  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NB1653  DYNAMIC HT  -         256.972 (meters)     843.08  (feet)  COMP
 NB1653  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 NB1653
 NB1653  VERT ORDER  -  FIRST     CLASS II
 NB1653
 NB1653.The horizontal coordinates were scaled from a topographic map and have
 NB1653.an estimated accuracy of +/- 6 seconds.
 NB1653
 NB1653.The orthometric height was determined by differential leveling
 NB1653.and adjusted by the National Geodetic Survey in June 1991..
 NB1653
 NB1653.The geoid height was determined by GEOID03.
 NB1653
 NB1653.The dynamic height is computed by dividing the NAVD 88
 NB1653.geopotential number by the normal gravity value computed on the
 NB1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1653.degrees latitude (g = 980.6199 gals.).
 NB1653
 NB1653.The modeled gravity was interpolated from observed gravity values.
 NB1653
 NB1653;                    North         East    Units  Estimated Accuracy
 NB1653;SPC NY C     -   295,840.      245,380.      MT  (+/- 180 meters Scaled)
 NB1653
 NB1653                          SUPERSEDED SURVEY CONTROL
 NB1653
 NB1653.No superseded survey control is available for this station.
 NB1653
 NB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN656247(NAD 83)
 NB1653_MARKER: I = METAL ROD
 NB1653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1653_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1653_STAMPING: A 464 1982
 NB1653_MARK LOGO: NGS   
 NB1653_PROJECTION: FLUSH
 NB1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1653+STABILITY: POSITION/ELEVATION WELL
 NB1653_ROD/PIPE-DEPTH: 6.1  meters
 NB1653
 NB1653  HISTORY     - Date     Condition        Report By
 NB1653  HISTORY     - 1982     MONUMENTED       NGS
 NB1653  HISTORY     - 1990     GOOD             USPSQD
 NB1653
 NB1653                          STATION DESCRIPTION
 NB1653
 NB1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1653'6.7 KM (4.15 MI) NW FROM LAKE RIDGE.
 NB1653'6.7 KM (4.15 MI) NORTHWEST ALONG LAKE ROAD FROM THE JUNCTION OF
 NB1653'STATE HIGHWAY 34B IN LAKE RIDGE TO THE INTERSECTION OF
 NB1653'CLEARVIEW ROAD AND THE MARK ON THE LEFT, AT THE NORTHWEST
 NB1653'CORNER OF A LARGE FRAME BARN, 0.24 KM (0.15 MI) EAST OF THE
 NB1653'JUNCTION OF STATE HIGHWAY 90, 46.93 METERS (154.0 FT) SOUTHWEST
 NB1653'OF THE CENTER OF THE INTERSECTION OF LAKE ROAD AND CLEARVIEW
 NB1653'ROAD, 25.40 METERS (83.3 FT) SOUTH OF THE CENTER OF CLEARVIEW
 NB1653'ROAD, 14.40 METERS (47.2 FT) SOUTHEAST OF A 15-CM (6-INCH)
 NB1653'PIPE WITH A WELL HEAD PROJECTING 0.49 METER (1.6 FT) ABOVE
 NB1653'THE GROUND, 0.55 METER (1.8 FT) NORTHWEST OF THE NORTHWEST
 NB1653'CORNER OF THE STONE FOUNDATION OF THE BARN.
 NB1653'THE MARK IS ABOVE LEVEL WITH ROAD.
 NB1653
 NB1653                          STATION RECOVERY (1990)
 NB1653
 NB1653'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1664 ***********************************************************************
 NB1664  DESIGNATION -  A 465
 NB1664  PID         -  NB1664
 NB1664  STATE/COUNTY-  NY/CAYUGA
 NB1664  USGS QUAD   -  CAYUGA (1954)
 NB1664
 NB1664                         *CURRENT SURVEY CONTROL
 NB1664  ___________________________________________________________________
 NB1664* NAD 83(1986)-  42 53 00.     (N)    076 42 14.     (W)     SCALED    
 NB1664* NAVD 88     -       130.160  (meters)     427.03   (feet)  ADJUSTED  
 NB1664  ___________________________________________________________________
 NB1664  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NB1664  DYNAMIC HT  -         130.127 (meters)     426.93  (feet)  COMP
 NB1664  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 NB1664
 NB1664  VERT ORDER  -  FIRST     CLASS II
 NB1664
 NB1664.The horizontal coordinates were scaled from a topographic map and have
 NB1664.an estimated accuracy of +/- 6 seconds.
 NB1664
 NB1664.The orthometric height was determined by differential leveling
 NB1664.and adjusted by the National Geodetic Survey in June 1991..
 NB1664
 NB1664.The geoid height was determined by GEOID03.
 NB1664
 NB1664.The dynamic height is computed by dividing the NAVD 88
 NB1664.geopotential number by the normal gravity value computed on the
 NB1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1664.degrees latitude (g = 980.6199 gals.).
 NB1664
 NB1664.The modeled gravity was interpolated from observed gravity values.
 NB1664
 NB1664;                    North         East    Units  Estimated Accuracy
 NB1664;SPC NY C     -   320,220.      240,150.      MT  (+/- 180 meters Scaled)
 NB1664
 NB1664                          SUPERSEDED SURVEY CONTROL
 NB1664
 NB1664.No superseded survey control is available for this station.
 NB1664
 NB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN608492(NAD 83)
 NB1664_MARKER: I = METAL ROD
 NB1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1664_SP_SET: STAINLESS STEEL ROD
 NB1664_STAMPING: A 465 1982
 NB1664_MARK LOGO: NGS   
 NB1664_PROJECTION: FLUSH
 NB1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1664+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 NB1664_ROD/PIPE-DEPTH: 5.1  meters
 NB1664
 NB1664  HISTORY     - Date     Condition        Report By
 NB1664  HISTORY     - 1982     MONUMENTED       NGS
 NB1664  HISTORY     - 1990     GOOD             USPSQD
 NB1664  HISTORY     - 20060903 GOOD             GEOCAC
 NB1664
 NB1664                          STATION DESCRIPTION
 NB1664
 NB1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1664'4.4 KM (2.75 MI) SE FROM CAYUGA.
 NB1664'4.4 KM (2.75 MI) SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE
 NB1664'INTERSECTION OF WEST GENESEE STREET IN CAYUGA TO THE MARK ON
 NB1664'THE RIGHT, 9.80 METERS (32.2 FT) WEST OF THE CENTERLINE OF
 NB1664'THE HIGHWAY, 15.70 METERS (51.5 FT) NORTH OF THE CENTER OF A
 NB1664'PRIVATE DRIVE LEADING TO THE RESIDENCE OF W.W. PATERSON, JR,
 NB1664'0.88 METER (2.9 FT) NORTH OF TELEPHONE POLE NUMBER 52150 88
 NB1664'WITH A GUY WIRE.
 NB1664'THE MARK IS 0.48 METERS  N FROM A WITNESS POST.
 NB1664'THE MARK IS 0.30 M ABOVE HIGHWAY.
 NB1664
 NB1664                          STATION RECOVERY (1990)
 NB1664
 NB1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1664'RECOVERED IN GOOD CONDITION.
 NB1664
 NB1664                          STATION RECOVERY (2006)
 NB1664
 NB1664'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NB1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1297 ***********************************************************************
 OF1297  DESIGNATION -  A 466
 OF1297  PID         -  OF1297
 OF1297  STATE/COUNTY-  NY/CAYUGA
 OF1297  USGS QUAD   -  FAIR HAVEN (1976)
 OF1297
 OF1297                         *CURRENT SURVEY CONTROL
 OF1297  ___________________________________________________________________
 OF1297* NAD 83(1986)-  43 18 32.     (N)    076 41 14.     (W)     SCALED    
 OF1297* NAVD 88     -        89.602  (meters)     293.97   (feet)  ADJUSTED  
 OF1297  ___________________________________________________________________
 OF1297  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OF1297  DYNAMIC HT  -          89.583 (meters)     293.91  (feet)  COMP
 OF1297  MODELED GRAV-     980,407.1   (mgal)                       NAVD 88
 OF1297
 OF1297  VERT ORDER  -  FIRST     CLASS II
 OF1297
 OF1297.The horizontal coordinates were scaled from a topographic map and have
 OF1297.an estimated accuracy of +/- 6 seconds.
 OF1297
 OF1297.The orthometric height was determined by differential leveling
 OF1297.and adjusted by the National Geodetic Survey in June 1991..
 OF1297
 OF1297.The geoid height was determined by GEOID03.
 OF1297
 OF1297.The dynamic height is computed by dividing the NAVD 88
 OF1297.geopotential number by the normal gravity value computed on the
 OF1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1297.degrees latitude (g = 980.6199 gals.).
 OF1297
 OF1297.The modeled gravity was interpolated from observed gravity values.
 OF1297
 OF1297;                    North         East    Units  Estimated Accuracy
 OF1297;SPC NY C     -   367,490.      241,570.      MT  (+/- 180 meters Scaled)
 OF1297
 OF1297                          SUPERSEDED SURVEY CONTROL
 OF1297
 OF1297.No superseded survey control is available for this station.
 OF1297
 OF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN631964(NAD 83)
 OF1297_MARKER: I = METAL ROD
 OF1297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1297_SP_SET: STAINLESS STEEL ROD
 OF1297_STAMPING: A 466 1982
 OF1297_MARK LOGO: NGS   
 OF1297_PROJECTION: FLUSH
 OF1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1297_ROD/PIPE-DEPTH: 4.0  meters
 OF1297
 OF1297  HISTORY     - Date     Condition        Report By
 OF1297  HISTORY     - 1982     MONUMENTED       NGS
 OF1297  HISTORY     - 19870401 GOOD             USPSQD
 OF1297
 OF1297                          STATION DESCRIPTION
 OF1297
 OF1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1297'1.4 KM (0.9 MI) SE FROM FAIR HAVEN.
 OF1297'1.4 KM (0.9 MI) SOUTHEAST ALONG FAIR HAVEN ROAD FROM THE JUNCTION OF
 OF1297'STATE HIGHWAY 104A IN FAIR HAVEN, TO THE MARK ON THE LEFT, IN THE
 OF1297'CENTER OF A TRIANGLE FORMED BY THE JUNCTION OF SIMMONS ROAD, 9.14
 OF1297'METERS (30.0 FT) NORTHEAST OF THE CENTER OF FAIR HAVEN ROAD, 8.84
 OF1297'METERS (29.0 FT) SOUTH OF THE CENTER OF SIMMONS ROAD.
 OF1297'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 OF1297'THE MARK IS ABOVE LEVEL WITH ROADS.
 OF1297
 OF1297                          STATION RECOVERY (1987)
 OF1297
 OF1297'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 OF1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1275 ***********************************************************************
 OF1275  DESIGNATION -  A 467
 OF1275  PID         -  OF1275
 OF1275  STATE/COUNTY-  NY/CAYUGA
 OF1275  USGS QUAD   -  WEEDSPORT (1978)
 OF1275
 OF1275                         *CURRENT SURVEY CONTROL
 OF1275  ___________________________________________________________________
 OF1275* NAD 83(1986)-  43 01 09.     (N)    076 33 58.     (W)     SCALED    
 OF1275* NAVD 88     -       179.180  (meters)     587.86   (feet)  ADJUSTED  
 OF1275  ___________________________________________________________________
 OF1275  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 OF1275  DYNAMIC HT  -         179.136 (meters)     587.72  (feet)  COMP
 OF1275  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 OF1275
 OF1275  VERT ORDER  -  FIRST     CLASS II
 OF1275
 OF1275.The horizontal coordinates were scaled from a topographic map and have
 OF1275.an estimated accuracy of +/- 6 seconds.
 OF1275
 OF1275.The orthometric height was determined by differential leveling
 OF1275.and adjusted by the National Geodetic Survey in June 1991..
 OF1275
 OF1275.The geoid height was determined by GEOID03.
 OF1275
 OF1275.The dynamic height is computed by dividing the NAVD 88
 OF1275.geopotential number by the normal gravity value computed on the
 OF1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1275.degrees latitude (g = 980.6199 gals.).
 OF1275
 OF1275.The modeled gravity was interpolated from observed gravity values.
 OF1275
 OF1275;                    North         East    Units  Estimated Accuracy
 OF1275;SPC NY C     -   335,300.      251,400.      MT  (+/- 180 meters Scaled)
 OF1275
 OF1275                          SUPERSEDED SURVEY CONTROL
 OF1275
 OF1275.No superseded survey control is available for this station.
 OF1275
 OF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN723641(NAD 83)
 OF1275_MARKER: I = METAL ROD
 OF1275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1275_SP_SET: STAINLESS STEEL ROD
 OF1275_STAMPING: A 467 1982
 OF1275_MARK LOGO: NGS   
 OF1275_PROJECTION: FLUSH
 OF1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1275_ROD/PIPE-DEPTH: 4.6  meters
 OF1275
 OF1275  HISTORY     - Date     Condition        Report By
 OF1275  HISTORY     - 1982     MONUMENTED       NGS
 OF1275  HISTORY     - 19940617 GOOD             USPSQD
 OF1275
 OF1275                          STATION DESCRIPTION
 OF1275
 OF1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1275'3.3 KM (2.05 MI) SOUTH FROM WEEDSPORT.
 OF1275'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY 34 FROM THE JUNCTION
 OF1275'OF STATE HIGHWAY 31B IN WEEDSPORT TO THE MARK ON THE RIGHT, AT
 OF1275'THE NORTH END OF A STEEL GUARDRAIL AND HIGHWAY SIGN INDICATING
 OF1275'HIGHWAY NARROWS, 10.35 METERS (34.0 FT) WEST OF THE CENTERLINE
 OF1275'OF THE HIGHWAY, 1.95 METERS (6.4 FT) NORTHEAST OF THE NORTH
 OF1275'END OF A STEEL GUARDRAIL.
 OF1275
 OF1275                          STATION RECOVERY (1994)
 OF1275
 OF1275'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1703 ***********************************************************************
 NB1703  DESIGNATION -  A 468
 NB1703  PID         -  NB1703
 NB1703  STATE/COUNTY-  NY/STEUBEN
 NB1703  USGS QUAD   -  ADDISON (1976)
 NB1703
 NB1703                         *CURRENT SURVEY CONTROL
 NB1703  ___________________________________________________________________
 NB1703* NAD 83(1986)-  42 06 47.     (N)    077 13 16.     (W)     SCALED    
 NB1703* NAVD 88     -       309.018  (meters)    1013.84   (feet)  ADJUSTED  
 NB1703  ___________________________________________________________________
 NB1703  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 NB1703  DYNAMIC HT  -         308.902 (meters)    1013.46  (feet)  COMP
 NB1703  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 NB1703
 NB1703  VERT ORDER  -  FIRST     CLASS II
 NB1703
 NB1703.The horizontal coordinates were scaled from a topographic map and have
 NB1703.an estimated accuracy of +/- 6 seconds.
 NB1703
 NB1703.The orthometric height was determined by differential leveling
 NB1703.and adjusted by the National Geodetic Survey in June 1991..
 NB1703
 NB1703.The geoid height was determined by GEOID03.
 NB1703
 NB1703.The dynamic height is computed by dividing the NAVD 88
 NB1703.geopotential number by the normal gravity value computed on the
 NB1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1703.degrees latitude (g = 980.6199 gals.).
 NB1703
 NB1703.The modeled gravity was interpolated from observed gravity values.
 NB1703
 NB1703;                    North         East    Units  Estimated Accuracy
 NB1703;SPC NY C     -   234,850.      197,260.      MT  (+/- 180 meters Scaled)
 NB1703
 NB1703                          SUPERSEDED SURVEY CONTROL
 NB1703
 NB1703.No superseded survey control is available for this station.
 NB1703
 NB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM163647(NAD 83)
 NB1703_MARKER: I = METAL ROD
 NB1703_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1703_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1703_STAMPING: A 468 1983
 NB1703_MARK LOGO: NGS   
 NB1703_PROJECTION: FLUSH
 NB1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1703+STABILITY: POSITION/ELEVATION WELL
 NB1703_ROD/PIPE-DEPTH: 7.3  meters
 NB1703_SLEEVE-DEPTH  : 3.1 meters
 NB1703
 NB1703  HISTORY     - Date     Condition        Report By
 NB1703  HISTORY     - 1983     MONUMENTED       NGS
 NB1703  HISTORY     - 20010331 GOOD             NGS
 NB1703
 NB1703                          STATION DESCRIPTION
 NB1703
 NB1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1703'IN ADDISON.
 NB1703'IN ADDISON, AT THE MAPLE CEMETERY ON MAPLE STREET, 0.08 KM (0.05 MI)
 NB1703'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 417, NEAR THE SOUTH CORNER
 NB1703'OF THE IRON PICKET FENCE AROUND THE CEMETERY, AND BEHIND A 3 FT BY 2
 NB1703'FT BY 4 FT HIGH STONE BLOCK MONUMENT FOR THE DEPARTED MEMBERS OF
 NB1703'ADDISON I.O.O.F. LODGE 345 AND REBEKAH LODGE 156, 10.51 METERS
 NB1703'(34.5 FT) NORTHWEST OF THE CENTER OF MAPLE STREET, 7.31 METERS
 NB1703'(24.0 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, 3.04 METERS
 NB1703'(10.0 FT) WEST OF THE SOUTH CORNER OF THE SOUTH BRICK PILLAR OF THE
 NB1703'IRON PICKET FENCE AROUND THE CEMETERY, 0.91 METER (3.0 FT) NORTH OF
 NB1703'THE NORTH FACE OF THE STONE BLOCK MONUMENT FOR THE ADDISON I.O.O.F.
 NB1703'LODGES.
 NB1703'THE MARK IS ABOVE LEVEL WITH MAPLE STREET.
 NB1703
 NB1703                          STATION RECOVERY (2001)
 NB1703
 NB1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1703'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1678 ***********************************************************************
 NB1678  DESIGNATION -  A 469
 NB1678  PID         -  NB1678
 NB1678  STATE/COUNTY-  NY/CHEMUNG
 NB1678  USGS QUAD   -  ELMIRA (1969)
 NB1678
 NB1678                         *CURRENT SURVEY CONTROL
 NB1678  ___________________________________________________________________
 NB1678* NAD 83(1986)-  42 05 14.     (N)    076 48 25.     (W)     SCALED    
 NB1678* NAVD 88     -       263.459  (meters)     864.37   (feet)  ADJUSTED  
 NB1678  ___________________________________________________________________
 NB1678  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB1678  DYNAMIC HT  -         263.359 (meters)     864.04  (feet)  COMP
 NB1678  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 NB1678
 NB1678  VERT ORDER  -  FIRST     CLASS II
 NB1678
 NB1678.The horizontal coordinates were scaled from a topographic map and have
 NB1678.an estimated accuracy of +/- 6 seconds.
 NB1678
 NB1678.The orthometric height was determined by differential leveling
 NB1678.and adjusted by the National Geodetic Survey in June 1991..
 NB1678
 NB1678.The geoid height was determined by GEOID03.
 NB1678
 NB1678.The dynamic height is computed by dividing the NAVD 88
 NB1678.geopotential number by the normal gravity value computed on the
 NB1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1678.degrees latitude (g = 980.6199 gals.).
 NB1678
 NB1678.The modeled gravity was interpolated from observed gravity values.
 NB1678
 NB1678;                    North         East    Units  Estimated Accuracy
 NB1678;SPC NY C     -   231,810.      231,500.      MT  (+/- 180 meters Scaled)
 NB1678
 NB1678                          SUPERSEDED SURVEY CONTROL
 NB1678
 NB1678.No superseded survey control is available for this station.
 NB1678
 NB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM505610(NAD 83)
 NB1678_MARKER: DB = BENCH MARK DISK
 NB1678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1678_SP_SET: ABUTMENT
 NB1678_STAMPING: A 469 1983
 NB1678_MARK LOGO: NGS   
 NB1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1678
 NB1678  HISTORY     - Date     Condition        Report By
 NB1678  HISTORY     - 1983     MONUMENTED       NGS
 NB1678  HISTORY     - 1983     GOOD             NGS
 NB1678  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB1678
 NB1678                          STATION DESCRIPTION
 NB1678
 NB1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1678'IN ELMIRA.
 NB1678'IN ELMIRA, ALONG STATE HIGHWAY 14, IN TOP OF THE WEST END OF THE NORTH
 NB1678'ABUTMENT OF THE BRIDGE OVER THE CHEMUNG RIVER, 2.47 METERS (8.1 FT)
 NB1678'WEST OF THE WEST CURB OF THE HIGHWAY, 0.55 METER (1.8 FT) NORTH OF THE
 NB1678'SOUTH EDGE OF THE ABUTMENT.
 NB1678'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NB1678
 NB1678                          STATION RECOVERY (1983)
 NB1678
 NB1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1678'RECOVERED IN GOOD CONDITION.
 NB1678
 NB1678                          STATION RECOVERY (1988)
 NB1678
 NB1678'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1707 ***********************************************************************
 NB1707  DESIGNATION -  A 470
 NB1707  PID         -  NB1707
 NB1707  STATE/COUNTY-  NY/STEUBEN
 NB1707  USGS QUAD   -  CAMERON (1976)
 NB1707
 NB1707                         *CURRENT SURVEY CONTROL
 NB1707  ___________________________________________________________________
 NB1707* NAD 83(1986)-  42 11 42.     (N)    077 23 35.     (W)     SCALED    
 NB1707* NAVD 88     -       319.688  (meters)    1048.84   (feet)  ADJUSTED  
 NB1707  ___________________________________________________________________
 NB1707  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NB1707  DYNAMIC HT  -         319.570 (meters)    1048.46  (feet)  COMP
 NB1707  MODELED GRAV-     980,244.0   (mgal)                       NAVD 88
 NB1707
 NB1707  VERT ORDER  -  FIRST     CLASS II
 NB1707
 NB1707.The horizontal coordinates were scaled from a topographic map and have
 NB1707.an estimated accuracy of +/- 6 seconds.
 NB1707
 NB1707.The orthometric height was determined by differential leveling
 NB1707.and adjusted by the National Geodetic Survey in June 1991..
 NB1707
 NB1707.The geoid height was determined by GEOID03.
 NB1707
 NB1707.The dynamic height is computed by dividing the NAVD 88
 NB1707.geopotential number by the normal gravity value computed on the
 NB1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1707.degrees latitude (g = 980.6199 gals.).
 NB1707
 NB1707.The modeled gravity was interpolated from observed gravity values.
 NB1707
 NB1707;                    North         East    Units  Estimated Accuracy
 NB1707;SPC NY C     -   244,070.      183,120.      MT  (+/- 180 meters Scaled)
 NB1707
 NB1707                          SUPERSEDED SURVEY CONTROL
 NB1707
 NB1707.No superseded survey control is available for this station.
 NB1707
 NB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM024742(NAD 83)
 NB1707_MARKER: DB = BENCH MARK DISK
 NB1707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1707_SP_SET: ABUTMENT
 NB1707_STAMPING: A 470 1983
 NB1707_MARK LOGO: NGS   
 NB1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1707
 NB1707  HISTORY     - Date     Condition        Report By
 NB1707  HISTORY     - 1983     MONUMENTED       NGS
 NB1707  HISTORY     - 1990     GOOD             USPSQD
 NB1707  HISTORY     - 20020114 GOOD             NGS
 NB1707
 NB1707                          STATION DESCRIPTION
 NB1707
 NB1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1707'1.55 KM (0.95 MI) SE FROM CAMERON.
 NB1707'1.35 KM (0.85 MI) SOUTHEAST ALONG COUNTY ROAD 119 FROM THE JUNCTION OF
 NB1707'COUNTY ROAD 10 IN CAMERON, THENCE 0.2 KM (0.1 MI) SOUTH ALONG COUNTY
 NB1707'ROAD 22 TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END OF THE
 NB1707'NORTHEAST ABUTMENT OF THE BRIDGE OVER THE CANISTEO RIVER, 4.72 METERS
 NB1707'(15.5 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 0.76 METER (2.5 FT)
 NB1707'NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT.
 NB1707'THE MARK IS ABOVE LEVEL WITH ROAD.
 NB1707
 NB1707                          STATION RECOVERY (1990)
 NB1707
 NB1707'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1707'RECOVERED IN GOOD CONDITION.
 NB1707
 NB1707                          STATION RECOVERY (2002)
 NB1707
 NB1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1707'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0880 ***********************************************************************
 NC0880  DESIGNATION -  A 471
 NC0880  PID         -  NC0880
 NC0880  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0880  USGS QUAD   -  DUNKIRK (1979)
 NC0880
 NC0880                         *CURRENT SURVEY CONTROL
 NC0880  ___________________________________________________________________
 NC0880* NAD 83(1992)-  42 29 16.94269(N)    079 20 09.43569(W)     ADJUSTED  
 NC0880* NAVD 88     -       176.790  (meters)     580.02   (feet)  ADJUSTED  
 NC0880  ___________________________________________________________________
 NC0880  X           -     871,707.219 (meters)                     COMP
 NC0880  Y           -  -4,629,301.333 (meters)                     COMP
 NC0880  Z           -   4,285,830.947 (meters)                     COMP
 NC0880  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 NC0880  ELLIP HEIGHT-         141.91  (meters)          (02/24/03) GPS OBS
 NC0880  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0880  DYNAMIC HT  -         176.734 (meters)     579.83  (feet)  COMP
 NC0880  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NC0880
 NC0880  HORZ ORDER  -  FIRST
 NC0880  VERT ORDER  -  FIRST     CLASS II
 NC0880  ELLP ORDER  -  THIRD     CLASS II
 NC0880
 NC0880.The horizontal coordinates were established by GPS observations
 NC0880.and adjusted by the National Geodetic Survey in May 2000..
 NC0880
 NC0880.The orthometric height was determined by differential leveling
 NC0880.and adjusted by the National Geodetic Survey in November 1993..
 NC0880
 NC0880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC0880
 NC0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0880
 NC0880.The ellipsoidal height was determined by GPS observations
 NC0880.and is referenced to NAD 83.
 NC0880
 NC0880.The geoid height was determined by GEOID03.
 NC0880
 NC0880.The dynamic height is computed by dividing the NAVD 88
 NC0880.geopotential number by the normal gravity value computed on the
 NC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0880.degrees latitude (g = 980.6199 gals.).
 NC0880
 NC0880.The modeled gravity was interpolated from observed gravity values.
 NC0880
 NC0880;                    North         East     Units Scale Factor Converg.
 NC0880;SPC NY W     -   276,575.545   288,127.214   MT  0.99998458   -0 30 30.1
 NC0880;SPC NY W     -   907,398.27    945,297.37   sFT  0.99998458   -0 30 30.1
 NC0880;UTM  17      - 4,705,306.571   636,755.969   MT  0.99983010   +1 07 26.9
 NC0880
 NC0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0880!SPC NY W     -   0.99997774  x   0.99998458  =   0.99996232
 NC0880!UTM  17      -   0.99997774  x   0.99983010  =   0.99980785
 NC0880
 NC0880                          SUPERSEDED SURVEY CONTROL
 NC0880
 NC0880  ELLIP H (05/11/00)  141.90   (m)                       GP(       ) 3 2
 NC0880  NAD 83(1996)-  42 29 16.94163(N)    079 20 09.43230(W) AD(       ) 3
 NC0880  ELLIP H (01/11/99)  142.01   (m)                       GP(       ) 4 1
 NC0880  NAD 83(1986)-  42 29 16.93775(N)    079 20 09.41999(W) AD(       ) 3
 NC0880  NAD 27      -  42 29 16.73188(N)    079 20 10.26431(W) AD(       ) 3
 NC0880  NAVD 88 (06/15/91)  176.794  (m)          580.03   (f) UNKNOWN     1 2
 NC0880  NGVD 29 (06/03/92)  176.934  (m)          580.49   (f) ADJUSTED    1 2
 NC0880
 NC0880.Superseded values are not recommended for survey control.
 NC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0880.See file dsdata.txt to determine how the superseded data were derived.
 NC0880
 NC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3675605307(NAD 83)
 NC0880_MARKER: F = FLANGE-ENCASED ROD
 NC0880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC0880_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC0880_STAMPING: A 471 1983
 NC0880_MARK LOGO: NGS   
 NC0880_PROJECTION: FLUSH
 NC0880_MAGNETIC: I = MARKER IS A STEEL ROD
 NC0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0880+STABILITY: POSITION/ELEVATION WELL
 NC0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0880+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 NC0880_ROD/PIPE-DEPTH: 6.1  meters
 NC0880_SLEEVE-DEPTH  : 4.6 meters
 NC0880
 NC0880  HISTORY     - Date     Condition        Report By
 NC0880  HISTORY     - 1983     MONUMENTED       NGS
 NC0880  HISTORY     - 19880802 GOOD             NGS
 NC0880  HISTORY     - 19880912 GOOD             NGS
 NC0880  HISTORY     - 19940606 GOOD             LOCENG
 NC0880  HISTORY     - 19990917 GOOD             NGS
 NC0880  HISTORY     - 20020722 POOR             INDIV
 NC0880
 NC0880                          STATION DESCRIPTION
 NC0880
 NC0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0880'IN DUNKIRK.
 NC0880'THE MARK IS 0.3 M ABOVE PARKING LOT.
 NC0880'IN DUNKIRK, AT THE DUNKIRK SMALL BOAT HARBOR, AT THE NORTH END OF
 NC0880'CENTRAL AVENUE, SET NEAR THE SMALL CONCRETE MONUMENT FOR THE CITY OF
 NC0880'DUNKIRK MUNICIPAL PIER AND BOAT LAUNCH, 26.82 METERS (88.0 FT)
 NC0880'NORTHWEST OF A SINGLE METAL POLE WITH TWO STREET LAMPS, 2.10 METERS
 NC0880'(6.9 FT) WEST OF THE WEST EDGE OF A SIDEWALK IN THE GRASSY AREA AT THE
 NC0880'SOUTH END OF THE PIER PARKING LOT, 1.07 METERS (3.5 FT) SOUTH OF THE
 NC0880'SOUTH FACE OF THE MONUMENT.
 NC0880
 NC0880                          STATION RECOVERY (1988)
 NC0880
 NC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NC0880'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 NC0880'FOLLOWS.
 NC0880'THE STATION IS LOCATED IN THE TOWN OF DUNKIRK, AT THE DUNKIRK SMALL
 NC0880'BOAT HARBOR AT THE NORTH END OF CENTRAL AVENUE, SET NEAR THE SMALL
 NC0880'CONCRETE MONUMENT FOR THE CITY OF DUNKIRK MUNICIPAL PIER AND BOAT
 NC0880'LAUNCH.
 NC0880'OWNERSHIP--CITY OF DUNKIRK, DUNKIRK NY 14048.
 NC0880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 60 IN
 NC0880'DUNKIRK, GO SOUTHWEST ON STATE HIGHWAY 5 FOR 0.5 KM (0.30 MI) TO
 NC0880'CENTRAL AVENUE ON THE RIGHT.  TURN RIGHT, NORTH, ON CENTRAL AVENUE FOR
 NC0880'0.1 KM (0.05 MI) TO THE STATION IN A SEMI-CIRCULAR GRASS MEDIAN IN THE
 NC0880'PARKING AREA.
 NC0880'THE STATION IS A SLEEVED STAINLESS STEEL ROD DRIVEN INTO THE GROUND
 NC0880'AND ENCASED IN A 12 CM PVC PIPE AND A NGS LOGO CAP.  IT IS 10.0 M
 NC0880'(32.8 FT) SOUTH-SOUTHWEST FROM THE EAST POST OF A WOODEN U.S. ARMY
 NC0880'CORPS OF ENGINEERS SIGN, 5.1 M (16.7 FT) NORTH FROM THE SOUTH PART OF
 NC0880'CURB, 2.9 M (9.5 FT) WEST FROM THE CENTER OF SIDEWALK, AND 1.2 M
 NC0880'(3.9 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE CONCRETE MONUMENT.
 NC0880'DESCRIBED BY B.L. LAMBERT, TYPED BY R.L. ZURFLUH.
 NC0880
 NC0880                          STATION RECOVERY (1988)
 NC0880
 NC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NC0880'RECOVERED IN GOOD CONDITION.
 NC0880
 NC0880                          STATION RECOVERY (1994)
 NC0880
 NC0880'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CP)
 NC0880'RECOVERED AS DESCRIBED.
 NC0880
 NC0880                          STATION RECOVERY (1999)
 NC0880
 NC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 NC0880'RECOVERED AS DESCRIBED.  BY R.G.  HAYES
 NC0880
 NC0880                          STATION RECOVERY (2002)
 NC0880
 NC0880'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DLB)
 NC0880'SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0823 ***********************************************************************
 NC0823  DESIGNATION -  A 472
 NC0823  PID         -  NC0823
 NC0823  STATE/COUNTY-  NY/ALLEGANY
 NC0823  USGS QUAD   -  FRIENDSHIP (1978)
 NC0823
 NC0823                         *CURRENT SURVEY CONTROL
 NC0823  ___________________________________________________________________
 NC0823* NAD 83(1986)-  42 12 02.     (N)    078 09 44.     (W)     SCALED    
 NC0823* NAVD 88     -       486.834  (meters)    1597.22   (feet)  ADJUSTED  
 NC0823  ___________________________________________________________________
 NC0823  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 NC0823  DYNAMIC HT  -         486.648 (meters)    1596.61  (feet)  COMP
 NC0823  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 NC0823
 NC0823  VERT ORDER  -  FIRST     CLASS II
 NC0823
 NC0823.The horizontal coordinates were scaled from a topographic map and have
 NC0823.an estimated accuracy of +/- 6 seconds.
 NC0823
 NC0823.The orthometric height was determined by differential leveling
 NC0823.and adjusted by the National Geodetic Survey in June 1991..
 NC0823
 NC0823.The geoid height was determined by GEOID03.
 NC0823
 NC0823.The dynamic height is computed by dividing the NAVD 88
 NC0823.geopotential number by the normal gravity value computed on the
 NC0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0823.degrees latitude (g = 980.6199 gals.).
 NC0823
 NC0823.The modeled gravity was interpolated from observed gravity values.
 NC0823
 NC0823;                    North         East    Units  Estimated Accuracy
 NC0823;SPC NY W     -   244,460.      384,780.      MT  (+/- 180 meters Scaled)
 NC0823
 NC0823                          SUPERSEDED SURVEY CONTROL
 NC0823
 NC0823.No superseded survey control is available for this station.
 NC0823
 NC0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG342759(NAD 83)
 NC0823_MARKER: I = METAL ROD
 NC0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NC0823_SP_SET: STAINLESS STEEL ROD
 NC0823_STAMPING: A 472 1983
 NC0823_MARK LOGO: NGS   
 NC0823_PROJECTION: FLUSH
 NC0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0823_ROD/PIPE-DEPTH: 11.3 meters
 NC0823
 NC0823  HISTORY     - Date     Condition        Report By
 NC0823  HISTORY     - 1983     MONUMENTED       NGS
 NC0823  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 NC0823
 NC0823                          STATION DESCRIPTION
 NC0823
 NC0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0823'1.4 KM (0.9 MI) WEST FROM FRIENDSHIP.
 NC0823'1.4 KM (0.9 MI) WEST ALONG COUNTY HIGHWAY 20 FROM THE JUNCTION OF
 NC0823'STATE HIGHWAY 275 IN FRIENDSHIP TO THE MARK ON THE LEFT, AT THE
 NC0823'CROSSING OF THE CONRAIL RAILROAD, 5.80 METERS (19.0 FT) SOUTH OF THE
 NC0823'CENTERLINE OF THE HIGHWAY, 4.48 METERS (14.7 FT) NORTHWEST OF THE
 NC0823'NORTHWEST RAIL OF THE TRACKS, 0.61 METER (2.0 FT) WEST OF THE WEST
 NC0823'FACE OF THE CONCRETE BASE OF THE WEST SIGNAL GATE FOR THE CROSSING.
 NC0823'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NC0823
 NC0823                          STATION RECOVERY (2003)
 NC0823
 NC0823'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0823'NOT FOUND. HIGHWAY APPEARS TO HAVE BEEN REBUILT AND NEW CONCRETE
 NC0823'SIGNAL GATE BASES SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1609 ***********************************************************************
 PG1609  DESIGNATION -  A 473
 PG1609  PID         -  PG1609
 PG1609  STATE/COUNTY-  NY/ESSEX
 PG1609  USGS QUAD   -  
 PG1609
 PG1609                         *CURRENT SURVEY CONTROL
 PG1609  ___________________________________________________________________
 PG1609* NAD 83(1986)-  44 03 08.     (N)    073 27 12.     (W)     SCALED    
 PG1609* NAVD 88     -        32.354  (meters)     106.15   (feet)  ADJUSTED  
 PG1609  ___________________________________________________________________
 PG1609  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PG1609  DYNAMIC HT  -          32.350 (meters)     106.14  (feet)  COMP
 PG1609  MODELED GRAV-     980,493.9   (mgal)                       NAVD 88
 PG1609
 PG1609  VERT ORDER  -  FIRST     CLASS II
 PG1609
 PG1609.The horizontal coordinates were scaled from a topographic map and have
 PG1609.an estimated accuracy of +/- 6 seconds.
 PG1609
 PG1609.The orthometric height was determined by differential leveling
 PG1609.and adjusted by the National Geodetic Survey in June 1991..
 PG1609
 PG1609.The geoid height was determined by GEOID03.
 PG1609
 PG1609.The dynamic height is computed by dividing the NAVD 88
 PG1609.geopotential number by the normal gravity value computed on the
 PG1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1609.degrees latitude (g = 980.6199 gals.).
 PG1609
 PG1609.The modeled gravity was interpolated from observed gravity values.
 PG1609
 PG1609;                    North         East    Units  Estimated Accuracy
 PG1609;SPC NY E     -   580,100.      233,870.      MT  (+/- 180 meters Scaled)
 PG1609
 PG1609                          SUPERSEDED SURVEY CONTROL
 PG1609
 PG1609  NGVD 29 (??/??/??)   32.537  (m)          106.75   (f) ADJUSTED    1 2
 PG1609
 PG1609.Superseded values are not recommended for survey control.
 PG1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1609.See file dsdata.txt to determine how the superseded data were derived.
 PG1609
 PG1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP238788(NAD 83)
 PG1609_MARKER: DB = BENCH MARK DISK
 PG1609_SETTING: 66 = SET IN ROCK OUTCROP
 PG1609_SP_SET: ROCK OUTCROP
 PG1609_STAMPING: A 473 1984
 PG1609_MARK LOGO: NGS   
 PG1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1609+STABILITY: POSITION/ELEVATION WELL
 PG1609
 PG1609  HISTORY     - Date     Condition        Report By
 PG1609  HISTORY     - 1984     MONUMENTED       NGS
 PG1609
 PG1609                          STATION DESCRIPTION
 PG1609
 PG1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PG1609'1.0 KM (0.6 MI) NORTH FROM PORT HENRY.
 PG1609'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAYS 9N AND 22 FROM THE NORSTAR
 PG1609'BANK IN PORT HENRY, THENCE 0.1 KM (0.05 MI) EAST ALONG A ROAD TO THE
 PG1609'RAILROAD, THENCE 0.2 KM (0.15 MI) NORTH ALONG THE RAILROAD TO THE MARK
 PG1609'ON THE LEFT, IN THE BASE OF A ROCK CUT, 10.8 METERS (35.5 FT) WEST OF
 PG1609'THE WEST RAIL OF THE RAILROAD, 0.91 METER (3.0 FT) EAST OF THE FACE OF
 PG1609'THE ROCK.
 PG1609'THE MARK IS 1.3 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2261 ***********************************************************************
 LX2261  DESIGNATION -  A 474
 LX2261  PID         -  LX2261
 LX2261  STATE/COUNTY-  NY/WESTCHESTER
 LX2261  USGS QUAD   -  GLENVILLE (1971)
 LX2261
 LX2261                         *CURRENT SURVEY CONTROL
 LX2261  ___________________________________________________________________
 LX2261* NAD 83(1986)-  41 00 25.     (N)    073 39 51.     (W)     SCALED    
 LX2261* NAVD 88     -        22.951  (meters)      75.30   (feet)  ADJUSTED  
 LX2261  ___________________________________________________________________
 LX2261  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX2261  DYNAMIC HT  -          22.943 (meters)      75.27  (feet)  COMP
 LX2261  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LX2261
 LX2261  VERT ORDER  -  FIRST     CLASS II
 LX2261
 LX2261.The horizontal coordinates were scaled from a topographic map and have
 LX2261.an estimated accuracy of +/- 6 seconds.
 LX2261
 LX2261.The orthometric height was determined by differential leveling
 LX2261.and adjusted by the National Geodetic Survey in June 1991..
 LX2261
 LX2261.The geoid height was determined by GEOID03.
 LX2261
 LX2261.The dynamic height is computed by dividing the NAVD 88
 LX2261.geopotential number by the normal gravity value computed on the
 LX2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2261.degrees latitude (g = 980.6199 gals.).
 LX2261
 LX2261.The modeled gravity was interpolated from observed gravity values.
 LX2261
 LX2261;                    North         East    Units  Estimated Accuracy
 LX2261;SPC NY E     -   241,660.      220,310.      MT  (+/- 180 meters Scaled)
 LX2261
 LX2261                          SUPERSEDED SURVEY CONTROL
 LX2261
 LX2261.No superseded survey control is available for this station.
 LX2261
 LX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL123403(NAD 83)
 LX2261_MARKER: I = METAL ROD
 LX2261_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2261+WITH SETTING: INFORMATION.
 LX2261_SP_SET: SHALLOW-SET METAL ROD
 LX2261_STAMPING: A 474 1985
 LX2261_MARK LOGO: NGS   
 LX2261_PROJECTION: FLUSH
 LX2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2261_ROD/PIPE-DEPTH: 2.7  meters
 LX2261
 LX2261  HISTORY     - Date     Condition        Report By
 LX2261  HISTORY     - 1985     MONUMENTED       NGS
 LX2261  HISTORY     - 1989     GOOD             USPSQD
 LX2261  HISTORY     - 1990     GOOD             USPSQD
 LX2261
 LX2261                          STATION DESCRIPTION
 LX2261
 LX2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2261'IN PORT CHESTER.
 LX2261'IN PORT CHESTER, ALONG STATE HIGHWAY 120A (KING STREET), AT THE NORTH
 LX2261'BAPTIST CHURCH, 284 KING STREET, ON THE NORTH SIDE OF A CONCRETE
 LX2261'FOUNDATION SUPPORTING A SIGN (NORTH BAPTIST CHURCH), 5.67 METERS (18.6
 LX2261'FT) WEST OF THE WEST CURB OF THE HIGHWAY, 3.35 METERS (11.0 FT) EAST
 LX2261'OF THE EAST FACE OF THE CHURCH, 0.67 METER (2.2 FT) NORTH OF THE NORTH
 LX2261'FACE OF THE SIGN FOUNDATION.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LX2261'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.7 METERS.
 LX2261'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2261'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2261
 LX2261                          STATION RECOVERY (1989)
 LX2261
 LX2261'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX2261'RECOVERED IN GOOD CONDITION.
 LX2261
 LX2261                          STATION RECOVERY (1990)
 LX2261
 LX2261'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX2261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3499 ***********************************************************************
 AA3499  DESIGNATION -  A 475
 AA3499  PID         -  AA3499
 AA3499  STATE/COUNTY-  NY/SUFFOLK
 AA3499  USGS QUAD   -  PATCHOGUE (1967)
 AA3499
 AA3499                         *CURRENT SURVEY CONTROL
 AA3499  ___________________________________________________________________
 AA3499* NAD 83(1986)-  40 46 08.     (N)    073 05 29.     (W)     SCALED    
 AA3499* NAVD 88     -        17.162  (meters)      56.31   (feet)  ADJUSTED  
 AA3499  ___________________________________________________________________
 AA3499  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AA3499  DYNAMIC HT  -          17.155 (meters)      56.28  (feet)  COMP
 AA3499  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 AA3499
 AA3499  VERT ORDER  -  SECOND    CLASS I
 AA3499
 AA3499.The horizontal coordinates were scaled from a topographic map and have
 AA3499.an estimated accuracy of +/- 6 seconds.
 AA3499
 AA3499.The orthometric height was determined by differential leveling
 AA3499.and adjusted by the National Geodetic Survey in April 2001..
 AA3499
 AA3499.The geoid height was determined by GEOID03.
 AA3499
 AA3499.The dynamic height is computed by dividing the NAVD 88
 AA3499.geopotential number by the normal gravity value computed on the
 AA3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3499.degrees latitude (g = 980.6199 gals.).
 AA3499
 AA3499.The modeled gravity was interpolated from observed gravity values.
 AA3499
 AA3499;                    North         East    Units  Estimated Accuracy
 AA3499;SPC NY L     -    67,270.      376,710.      MT  (+/- 180 meters Scaled)
 AA3499
 AA3499                          SUPERSEDED SURVEY CONTROL
 AA3499
 AA3499.No superseded survey control is available for this station.
 AA3499
 AA3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL610148(NAD 83)
 AA3499_MARKER: I = METAL ROD
 AA3499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3499_STAMPING: A 475 1995
 AA3499_MARK LOGO: NGS   
 AA3499_PROJECTION: FLUSH
 AA3499_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3499+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 AA3499_ROD/PIPE-DEPTH: 30.5 meters
 AA3499
 AA3499  HISTORY     - Date     Condition        Report By
 AA3499  HISTORY     - 1995     MONUMENTED       NGS
 AA3499  HISTORY     - 20060628 GOOD             NYDT
 AA3499
 AA3499                          STATION DESCRIPTION
 AA3499
 AA3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA3499'8.3 KM (5.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 454 (VETERANS
 AA3499'MEMORIAL HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 495 (EXIT
 AA3499'57) IN HAUPPAUGE, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG JOHNSON
 AA3499'AVENUE, 16.3 M (53.5 FT) NORTH OF THE CENTER OF LYNDON COURT, 9.3 M
 AA3499'(30.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AA3499'AVENUE, 7.8 M (25.6 FT) SOUTHWEST OF A FIRE HYDRANT, 4.8 M (15.7 FT)
 AA3499'WEST OF A UTILITY POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE,
 AA3499'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AA3499'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3499
 AA3499                          STATION RECOVERY (2006)
 AA3499
 AA3499'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 AA3499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9309 ***********************************************************************
 DG9309  DESIGNATION -  A 477
 DG9309  PID         -  DG9309
 DG9309  STATE/COUNTY-  NY/ERIE
 DG9309  USGS QUAD   -  
 DG9309
 DG9309                         *CURRENT SURVEY CONTROL
 DG9309  ___________________________________________________________________
 DG9309* NAD 83(1986)-  43 00 43.     (N)    078 31 21.     (W)     SCALED    
 DG9309* NAVD 88     -       207.407  (meters)     680.47   (feet)  ADJUSTED  
 DG9309  ___________________________________________________________________
 DG9309  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DG9309  DYNAMIC HT  -         207.353 (meters)     680.29  (feet)  COMP
 DG9309  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 DG9309
 DG9309  VERT ORDER  -  SECOND    CLASS II
 DG9309
 DG9309.The horizontal coordinates were scaled from a topographic map and have
 DG9309.an estimated accuracy of +/- 6 seconds.
 DG9309
 DG9309.The orthometric height was determined by differential leveling
 DG9309.and adjusted by the National Geodetic Survey in April 2005..
 DG9309.No vertical observational check was made to the station.
 DG9309
 DG9309.Photographs are available for this station.
 DG9309
 DG9309.The geoid height was determined by GEOID03.
 DG9309
 DG9309.The dynamic height is computed by dividing the NAVD 88
 DG9309.geopotential number by the normal gravity value computed on the
 DG9309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9309.degrees latitude (g = 980.6199 gals.).
 DG9309
 DG9309.The modeled gravity was interpolated from observed gravity values.
 DG9309
 DG9309;                    North         East    Units  Estimated Accuracy
 DG9309;SPC NY W     -   334,500.      354,960.      MT  (+/- 180 meters Scaled)
 DG9309
 DG9309                          SUPERSEDED SURVEY CONTROL
 DG9309
 DG9309.No superseded survey control is available for this station.
 DG9309
 DG9309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH019651(NAD 83)
 DG9309_MARKER: DB = BENCH MARK DISK
 DG9309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9309_SP_SET: BOX CULVERT HEADWALL
 DG9309_STAMPING: A 477 2004
 DG9309_MARK LOGO: DI    
 DG9309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9309+STABILITY: SURFACE MOTION
 DG9309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9309+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 DG9309
 DG9309  HISTORY     - Date     Condition        Report By
 DG9309  HISTORY     - 20040331 MONUMENTED       TVGA
 DG9309
 DG9309                          STATION DESCRIPTION
 DG9309
 DG9309'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 DG9309'TO REACH STATION FROM THE POST OFFICE IN AKRON, N.Y. TRAVEL WEST ON
 DG9309'MAIN STREET 0.2 MILES   TO BUELL STREET. TURN LEFT AND TRAVEL SOUTH ON
 DG9309'BUELL STREET FOR 0.6 MILES TO CLARENCE  CENTER ROAD. TURN RIGHT AND
 DG9309'TRAVEL WEST ON CLARENCE CENTER ROAD 1.0 MILES TO THE  STATION ON THE
 DG9309'RIGHT. SET AT THE NORTHEAST CORNER OF A CONCRETE HEADWALL FOR A BOX
 DG9309'CULVERT. THE STATION IS A ALUMINUM DISK STAMPED A 477, 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3723 ***********************************************************************
 DH3723  DESIGNATION -  A 478
 DH3723  PID         -  DH3723
 DH3723  STATE/COUNTY-  NY/CATTARAUGUS
 DH3723  USGS QUAD   -  GOWANDA (1976)
 DH3723
 DH3723                         *CURRENT SURVEY CONTROL
 DH3723  ___________________________________________________________________
 DH3723* NAD 83(1986)-  42 26 24.     (N)    078 57 50.     (W)     SCALED    
 DH3723* NAVD 88     -       353.090  (meters)    1158.43   (feet)  ADJUSTED  
 DH3723  ___________________________________________________________________
 DH3723  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DH3723  DYNAMIC HT  -         352.970 (meters)    1158.04  (feet)  COMP
 DH3723  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 DH3723
 DH3723  VERT ORDER  -  SECOND    CLASS I
 DH3723
 DH3723.The horizontal coordinates were scaled from a topographic map and have
 DH3723.an estimated accuracy of +/- 6 seconds.
 DH3723
 DH3723.The orthometric height was determined by differential leveling
 DH3723.and adjusted by the National Geodetic Survey in June 2005..
 DH3723.No vertical observational check was made to the station.
 DH3723
 DH3723.The geoid height was determined by GEOID03.
 DH3723
 DH3723.The dynamic height is computed by dividing the NAVD 88
 DH3723.geopotential number by the normal gravity value computed on the
 DH3723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3723.degrees latitude (g = 980.6199 gals.).
 DH3723
 DH3723.The modeled gravity was interpolated from observed gravity values.
 DH3723
 DH3723;                    North         East    Units  Estimated Accuracy
 DH3723;SPC NY W     -   271,040.      318,690.      MT  (+/- 180 meters Scaled)
 DH3723
 DH3723                          SUPERSEDED SURVEY CONTROL
 DH3723
 DH3723.No superseded survey control is available for this station.
 DH3723
 DH3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH674006(NAD 83)
 DH3723_MARKER: DB = BENCH MARK DISK
 DH3723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3723_SP_SET: HEADWALL
 DH3723_STAMPING: A 478 2004
 DH3723_MARK LOGO: USGS  
 DH3723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3723+STABILITY: SURFACE MOTION
 DH3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3723+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 DH3723
 DH3723  HISTORY     - Date     Condition        Report By
 DH3723  HISTORY     - 20041110 MONUMENTED       TVGA
 DH3723
 DH3723                          STATION DESCRIPTION
 DH3723
 DH3723'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (JHD)
 DH3723'FROM THE POST OFFICE IN GOWANDA ON STATE ROUTE 39 GO WEST ON ROUTE 39
 DH3723'FOR1.4 MILES TO  THE INTERSECTION OF ROUTE 39 AND JOLLS ROAD. TAKE
 DH3723'JOLLS ROAD FOR 1.2 MILES TO THE STATION  ON THE LEFT. THE STATION IS A
 DH3723'ALUMINUM DISK (STAMPED A 478 2004) SET IN THE CENTER OF A  CONCRETE
 DH3723'HEADWALL 23.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 6.3 FEET
 DH3723'NORTH  OF THE SOUTH END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0722 ***********************************************************************
 NA0722  DESIGNATION -  A 48
 NA0722  PID         -  NA0722
 NA0722  STATE/COUNTY-  NY/DELAWARE
 NA0722  USGS QUAD   -  DOWNSVILLE (1965)
 NA0722
 NA0722                         *CURRENT SURVEY CONTROL
 NA0722  ___________________________________________________________________
 NA0722* NAD 83(1986)-  42 04 35.     (N)    074 59 29.     (W)     SCALED    
 NA0722* NAVD 88     -       335.888  (meters)    1101.99   (feet)  ADJUSTED  
 NA0722  ___________________________________________________________________
 NA0722  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 NA0722  DYNAMIC HT  -         335.773 (meters)    1101.62  (feet)  COMP
 NA0722  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 NA0722
 NA0722  VERT ORDER  -  SECOND    CLASS 0
 NA0722
 NA0722.The horizontal coordinates were scaled from a topographic map and have
 NA0722.an estimated accuracy of +/- 6 seconds.
 NA0722
 NA0722.The orthometric height was determined by differential leveling
 NA0722.and adjusted by the National Geodetic Survey in June 1991..
 NA0722
 NA0722.The geoid height was determined by GEOID03.
 NA0722
 NA0722.The dynamic height is computed by dividing the NAVD 88
 NA0722.geopotential number by the normal gravity value computed on the
 NA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0722.degrees latitude (g = 980.6199 gals.).
 NA0722
 NA0722.The modeled gravity was interpolated from observed gravity values.
 NA0722
 NA0722;                    North         East    Units  Estimated Accuracy
 NA0722;SPC NY E     -   360,200.      109,340.      MT  (+/- 180 meters Scaled)
 NA0722
 NA0722                          SUPERSEDED SURVEY CONTROL
 NA0722
 NA0722  NGVD 29 (??/??/92)  336.052  (m)         1102.53   (f) ADJ UNCH    2 0
 NA0722
 NA0722.Superseded values are not recommended for survey control.
 NA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0722.See file dsdata.txt to determine how the superseded data were derived.
 NA0722
 NA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM007582(NAD 83)
 NA0722_MARKER: DB = BENCH MARK DISK
 NA0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0722_STAMPING: A-48 1934
 NA0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0722+STABILITY: SURFACE MOTION
 NA0722
 NA0722  HISTORY     - Date     Condition        Report By
 NA0722  HISTORY     - 1934     MONUMENTED       CGS
 NA0722  HISTORY     - 1942     GOOD             NGS
 NA0722
 NA0722                          STATION DESCRIPTION
 NA0722
 NA0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0722'AT DOWNSVILLE.
 NA0722'AT DOWNSVILLE, AT THE DELAWARE AND NORTHERN RAILROAD STATION, 84.5
 NA0722'FEET WEST OF THE WEST END OF THE STATION, 25 FEET NORTH OF THE NORTH
 NA0722'RAIL OF THE MAIN TRACK, 9 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 NA0722'WEST OF STATION, 0.8 FOOT WEST OF A REFERENCE POST.  A BENCH MARK
 NA0722'DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1533 ***********************************************************************
 KU1533  DESIGNATION -  A 493 NC
 KU1533  PID         -  KU1533
 KU1533  STATE/COUNTY-  NY/NASSAU
 KU1533  USGS QUAD   -  JONES INLET (1975)
 KU1533
 KU1533                         *CURRENT SURVEY CONTROL
 KU1533  ___________________________________________________________________
 KU1533* NAD 83(1986)-  40 35 31.     (N)    073 34 55.     (W)     SCALED    
 KU1533* NAVD 88     -         2.274  (meters)       7.46   (feet)  ADJUSTED  
 KU1533  ___________________________________________________________________
 KU1533  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KU1533  DYNAMIC HT  -           2.273 (meters)       7.46  (feet)  COMP
 KU1533  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 KU1533
 KU1533  VERT ORDER  -  SECOND    CLASS 0
 KU1533
 KU1533.The horizontal coordinates were scaled from a topographic map and have
 KU1533.an estimated accuracy of +/- 6 seconds.
 KU1533
 KU1533.The orthometric height was determined by differential leveling
 KU1533.and adjusted by the National Geodetic Survey in June 1991..
 KU1533
 KU1533.The geoid height was determined by GEOID03.
 KU1533
 KU1533.The dynamic height is computed by dividing the NAVD 88
 KU1533.geopotential number by the normal gravity value computed on the
 KU1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1533.degrees latitude (g = 980.6199 gals.).
 KU1533
 KU1533.The modeled gravity was interpolated from observed gravity values.
 KU1533
 KU1533;                    North         East    Units  Estimated Accuracy
 KU1533;SPC NY L     -    47,310.      335,390.      MT  (+/- 180 meters Scaled)
 KU1533
 KU1533                          SUPERSEDED SURVEY CONTROL
 KU1533
 KU1533  NGVD 29 (??/??/92)    2.621  (m)            8.60   (f) ADJ UNCH    2 0
 KU1533
 KU1533.Superseded values are not recommended for survey control.
 KU1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1533.See file dsdata.txt to determine how the superseded data were derived.
 KU1533
 KU1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK199944(NAD 83)
 KU1533_MARKER: Z = SEE DESCRIPTION
 KU1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1533_STAMPING: NC BM
 KU1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1533+STABILITY: SURFACE MOTION
 KU1533
 KU1533  HISTORY     - Date     Condition        Report By
 KU1533  HISTORY     - UNK      MONUMENTED       NY-059
 KU1533  HISTORY     - 1956     GOOD             NGS
 KU1533  HISTORY     - 1990     POOR             USPSQD
 KU1533
 KU1533                          STATION DESCRIPTION
 KU1533
 KU1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1533'AT POINT LOOKOUT.
 KU1533'0.25 MILE EAST ALONG LIDO BOULEVARD FROM THE POST OFFICE AT
 KU1533'POINT LOOKOUT, NASSAU COUNTY, AT THE SOUTHWEST CORNER OF THE
 KU1533'INTERSECTION OF HEWLETT AVENUE, 29 FEET SOUTH OF THE CENTERLINE
 KU1533'OF LIDO BOULEVARD, 27 FEET WEST OF THE CENTERLINE OF HEWLETT
 KU1533'AVENUE, AND BETWEEN THE SIDEWALK AND THE CURB.  A COPPER PLUG,
 KU1533'STAMPED NC BM AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KU1533'THE GROUND.
 KU1533
 KU1533                          STATION RECOVERY (1990)
 KU1533
 KU1533'RECOVERY NOTE BY US POWER SQUADRON 1990 (ETT)
 KU1533'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1515 ***********************************************************************
 NA1515  DESIGNATION -  A 50
 NA1515  PID         -  NA1515
 NA1515  STATE/COUNTY-  NY/CHENANGO
 NA1515  USGS QUAD   -  OXFORD (1949)
 NA1515
 NA1515                         *CURRENT SURVEY CONTROL
 NA1515  ___________________________________________________________________
 NA1515* NAD 83(1986)-  42 29 58.     (N)    075 31 27.     (W)     SCALED    
 NA1515* NAVD 88     -       300.591  (meters)     986.19   (feet)  ADJUSTED  
 NA1515  ___________________________________________________________________
 NA1515  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NA1515  DYNAMIC HT  -         300.486 (meters)     985.84  (feet)  COMP
 NA1515  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 NA1515
 NA1515  VERT ORDER  -  SECOND    CLASS 0
 NA1515
 NA1515.The horizontal coordinates were scaled from a topographic map and have
 NA1515.an estimated accuracy of +/- 6 seconds.
 NA1515
 NA1515.The orthometric height was determined by differential leveling
 NA1515.and adjusted by the National Geodetic Survey in June 1991..
 NA1515
 NA1515.The geoid height was determined by GEOID03.
 NA1515
 NA1515.The dynamic height is computed by dividing the NAVD 88
 NA1515.geopotential number by the normal gravity value computed on the
 NA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1515.degrees latitude (g = 980.6199 gals.).
 NA1515
 NA1515.The modeled gravity was interpolated from observed gravity values.
 NA1515
 NA1515;                    North         East    Units  Estimated Accuracy
 NA1515;SPC NY C     -   278,110.      337,060.      MT  (+/- 180 meters Scaled)
 NA1515
 NA1515                          SUPERSEDED SURVEY CONTROL
 NA1515
 NA1515  NGVD 29 (??/??/92)  300.702  (m)          986.55   (f) ADJ UNCH    2 0
 NA1515
 NA1515.Superseded values are not recommended for survey control.
 NA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1515.See file dsdata.txt to determine how the superseded data were derived.
 NA1515
 NA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN569053(NAD 83)
 NA1515_MARKER: DB = BENCH MARK DISK
 NA1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1515_SP_SET: BRIDGE
 NA1515_STAMPING: A 50 1934
 NA1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1515
 NA1515  HISTORY     - Date     Condition        Report By
 NA1515  HISTORY     - 1934     MONUMENTED       CGS
 NA1515
 NA1515                          STATION DESCRIPTION
 NA1515
 NA1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA1515'2.2 MI S FROM NORWICH.
 NA1515'ON THE UTICA DIVISION OF THE DELAWARE, LAKAWANNA AND WESTERN
 NA1515'RAILWAY, 0.4 MILE SOUTH OF MP NO. 231, ON THE EAST END OF THE NORTH
 NA1515'HEADWALL OF RAILWAY BRIDGE NO. 230-58, 2 YARDS EAST OF THE EAST RAIL,
 NA1515'8 INCHES BELOW BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0254 ***********************************************************************
 NB0254  DESIGNATION -  A 51
 NB0254  PID         -  NB0254
 NB0254  STATE/COUNTY-  NY/CORTLAND
 NB0254  USGS QUAD   -  CORTLAND (1955)
 NB0254
 NB0254                         *CURRENT SURVEY CONTROL
 NB0254  ___________________________________________________________________
 NB0254* NAD 83(1986)-  42 35 30.     (N)    076 10 52.     (W)     SCALED    
 NB0254* NAVD 88     -       346.032  (meters)    1135.27   (feet)  ADJUSTED  
 NB0254  ___________________________________________________________________
 NB0254  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 NB0254  DYNAMIC HT  -         345.916 (meters)    1134.89  (feet)  COMP
 NB0254  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 NB0254
 NB0254  VERT ORDER  -  SECOND    CLASS 0
 NB0254
 NB0254.The horizontal coordinates were scaled from a topographic map and have
 NB0254.an estimated accuracy of +/- 6 seconds.
 NB0254
 NB0254.The orthometric height was determined by differential leveling
 NB0254.and adjusted by the National Geodetic Survey in June 1991..
 NB0254
 NB0254.The geoid height was determined by GEOID03.
 NB0254
 NB0254.The dynamic height is computed by dividing the NAVD 88
 NB0254.geopotential number by the normal gravity value computed on the
 NB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0254.degrees latitude (g = 980.6199 gals.).
 NB0254
 NB0254.The modeled gravity was interpolated from observed gravity values.
 NB0254
 NB0254;                    North         East    Units  Estimated Accuracy
 NB0254;SPC NY C     -   287,890.      283,010.      MT  (+/- 180 meters Scaled)
 NB0254
 NB0254                          SUPERSEDED SURVEY CONTROL
 NB0254
 NB0254  NGVD 29 (??/??/92)  346.170  (m)         1135.73   (f) ADJ UNCH    2 0
 NB0254
 NB0254.Superseded values are not recommended for survey control.
 NB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0254.See file dsdata.txt to determine how the superseded data were derived.
 NB0254
 NB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN030161(NAD 83)
 NB0254_MARKER: DB = BENCH MARK DISK
 NB0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0254_SP_SET: BUILDING
 NB0254_STAMPING: A 51 1934
 NB0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0254
 NB0254  HISTORY     - Date     Condition        Report By
 NB0254  HISTORY     - 1934     MONUMENTED       CGS
 NB0254  HISTORY     - 1972     GOOD             KONSKI
 NB0254  HISTORY     - 19910110 MARK NOT FOUND   USPSQD
 NB0254  HISTORY     - 19980101 GOOD             NYDT
 NB0254  HISTORY     - 20050826 GOOD             GEOCAC
 NB0254
 NB0254                          STATION DESCRIPTION
 NB0254
 NB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0254'AT CORTLAND.
 NB0254'ON THE CORTLAND TO ELMIRA BRANCH OF THE LEHIGH VALLEY RAILWAY, IN THE
 NB0254'FACE OF THE EAST WALL OF THE LEHIGH VALLEY RAILWAY PASSENGER STATION
 NB0254'AT CORTLAND, 6 YARDS WEST OF THE WEST RAIL, 3 YARDS
 NB0254'SOUTH OF THE ENTRANCE TO THE BAGGAGE ROOM, 5 FEET ABOVE
 NB0254'THE LEVEL OF THE GROUND, 1 YARD NORTH OF THE SOUTH CORNER OF THE
 NB0254'STATION, A VERTICAL DISK.
 NB0254
 NB0254                          STATION RECOVERY (1972)
 NB0254
 NB0254'RECOVERY NOTE BY KONSKI ENGINEERS 1972
 NB0254'RECOVERED IN GOOD CONDITION.
 NB0254
 NB0254                          STATION RECOVERY (1991)
 NB0254
 NB0254'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0254'MARK NOT FOUND.
 NB0254
 NB0254                          STATION RECOVERY (1998)
 NB0254
 NB0254'RECOVERY NOTE BY NY DEPT OF TRANSP 1998 (AMA)
 NB0254'MARK WAS FOUND IN GOOD CONDITION.  DESCRIPTION DIRECTIONS NEED TO BE
 NB0254'CHANGED TO- ON THE CORTLAND TO ELMIRA BRANCH OF THE LEHIGH VALLEY
 NB0254'RAILWAY, IN THE FACE OF THE SOUTH WALL OF THE LEHIGH VALLEY RAILWAY
 NB0254'PASSENGER STATION AT CORTLAND, 6 YARDS NORTH OF THE NORTH RAIL, 3
 NB0254'YARDS WEST OF THE ENTRANCE TO THE BAGGAGE ROOM, 5 FT (1.5 M) ABOVE THE
 NB0254'LEVEL OF THE GROUND, 1 YARD EAST OF THE SOUTHWEST CORNER OF THE
 NB0254'STATION, A VERTICAL DISK.
 NB0254
 NB0254                          STATION RECOVERY (2005)
 NB0254
 NB0254'RECOVERY NOTE BY GEOCACHING 2005 (DE)
 NB0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1549 ***********************************************************************
 NA1549  DESIGNATION -  A 52
 NA1549  PID         -  NA1549
 NA1549  STATE/COUNTY-  NY/MADISON
 NA1549  USGS QUAD   -  CAZENOVIA (1943)
 NA1549
 NA1549                         *CURRENT SURVEY CONTROL
 NA1549  ___________________________________________________________________
 NA1549* NAD 83(1986)-  42 53 09.     (N)    075 52 15.     (W)     SCALED    
 NA1549* NAVD 88     -       397.038  (meters)    1302.62   (feet)  ADJUSTED  
 NA1549  ___________________________________________________________________
 NA1549  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NA1549  DYNAMIC HT  -         396.916 (meters)    1302.22  (feet)  COMP
 NA1549  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NA1549
 NA1549  VERT ORDER  -  SECOND    CLASS 0
 NA1549
 NA1549.The horizontal coordinates were scaled from a topographic map and have
 NA1549.an estimated accuracy of +/- 6 seconds.
 NA1549
 NA1549.The orthometric height was determined by differential leveling
 NA1549.and adjusted by the National Geodetic Survey in June 1991..
 NA1549
 NA1549.The geoid height was determined by GEOID03.
 NA1549
 NA1549.The dynamic height is computed by dividing the NAVD 88
 NA1549.geopotential number by the normal gravity value computed on the
 NA1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1549.degrees latitude (g = 980.6199 gals.).
 NA1549
 NA1549.The modeled gravity was interpolated from observed gravity values.
 NA1549
 NA1549;                    North         East    Units  Estimated Accuracy
 NA1549;SPC NY C     -   320,730.      308,200.      MT  (+/- 180 meters Scaled)
 NA1549
 NA1549                          SUPERSEDED SURVEY CONTROL
 NA1549
 NA1549  NGVD 29 (??/??/92)  397.152  (m)         1302.99   (f) ADJ UNCH    2 0
 NA1549
 NA1549.Superseded values are not recommended for survey control.
 NA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1549.See file dsdata.txt to determine how the superseded data were derived.
 NA1549
 NA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN288485(NAD 83)
 NA1549_MARKER: DB = BENCH MARK DISK
 NA1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1549_STAMPING: A 52 1934
 NA1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1549+STABILITY: SURFACE MOTION
 NA1549
 NA1549  HISTORY     - Date     Condition        Report By
 NA1549  HISTORY     - 1934     MONUMENTED       CGS
 NA1549  HISTORY     - 1942     GOOD             NGS
 NA1549
 NA1549                          STATION DESCRIPTION
 NA1549
 NA1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1549'2.7 MI N FROM NEW WOODSTOCK.
 NA1549'2.7 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION AT
 NA1549'NEW WOODSTOCK, MADISON COUNTY, 33.5 FEET SOUTHWEST OF THE CROSSING OF
 NA1549'THE WEST RAIL WITH THE CENTERLINE OF A DIRT ROAD, 25.6 FEET WEST OF
 NA1549'THE WEST RAIL, 21.2 FEET SOUTHEAST OF THE CORNER OF A BARBED-WIRE
 NA1549'FENCE, 8.2 FEET SOUTHEAST OF A CROSSING-WARNING POST, AND ABOUT 5 FEET
 NA1549'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED A 52 1934 AND SET IN
 NA1549'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1026 ***********************************************************************
 OE1026  DESIGNATION -  A 53
 OE1026  PID         -  OE1026
 OE1026  STATE/COUNTY-  NY/ONEIDA
 OE1026  USGS QUAD   -  WESTDALE (1980)
 OE1026
 OE1026                         *CURRENT SURVEY CONTROL
 OE1026  ___________________________________________________________________
 OE1026* NAD 83(1986)-  43 23 58.     (N)    075 50 36.     (W)     SCALED    
 OE1026* NAVD 88     -       164.006  (meters)     538.08   (feet)  ADJUSTED  
 OE1026  ___________________________________________________________________
 OE1026  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 OE1026  DYNAMIC HT  -         163.969 (meters)     537.96  (feet)  COMP
 OE1026  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 OE1026
 OE1026  VERT ORDER  -  SECOND    CLASS 0
 OE1026
 OE1026.The horizontal coordinates were scaled from a topographic map and have
 OE1026.an estimated accuracy of +/- 6 seconds.
 OE1026
 OE1026.The orthometric height was determined by differential leveling
 OE1026.and adjusted by the National Geodetic Survey in June 1991..
 OE1026
 OE1026.The geoid height was determined by GEOID03.
 OE1026
 OE1026.The dynamic height is computed by dividing the NAVD 88
 OE1026.geopotential number by the normal gravity value computed on the
 OE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1026.degrees latitude (g = 980.6199 gals.).
 OE1026
 OE1026.The modeled gravity was interpolated from observed gravity values.
 OE1026
 OE1026;                    North         East    Units  Estimated Accuracy
 OE1026;SPC NY C     -   377,810.      309,940.      MT  (+/- 180 meters Scaled)
 OE1026
 OE1026                          SUPERSEDED SURVEY CONTROL
 OE1026
 OE1026  NGVD 29 (??/??/92)  164.177  (m)          538.64   (f) ADJ UNCH    2 0
 OE1026
 OE1026.Superseded values are not recommended for survey control.
 OE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1026.See file dsdata.txt to determine how the superseded data were derived.
 OE1026
 OE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP317055(NAD 83)
 OE1026_MARKER: DB = BENCH MARK DISK
 OE1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1026_SP_SET: BRIDGE
 OE1026_STAMPING: A 53 1934
 OE1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1026
 OE1026  HISTORY     - Date     Condition        Report By
 OE1026  HISTORY     - 1934     MONUMENTED       CGS
 OE1026
 OE1026                          STATION DESCRIPTION
 OE1026
 OE1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OE1026'1.7 MI N FROM WESTDALE.
 OE1026'1.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE1026'AT WESTDALE, ONEIDA COUNTY, 0.35 MILE NORTH OF MILEPOST R 17, AT A
 OE1026'STEEL BRIDGE OVER A CREEK, IN THE TOP OF THE EAST END OF THE NORTH
 OE1026'CONCRETE ABUTMENT, 2 FEET EAST OF THE NORTH END OF THE EAST BRIDGE
 OE1026'BEAM, 7.3 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE
 OE1026'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0918 ***********************************************************************
 NB0918  DESIGNATION -  A 54
 NB0918  PID         -  NB0918
 NB0918  STATE/COUNTY-  NY/ONTARIO
 NB0918  USGS QUAD   -  STANLEY (1952)
 NB0918
 NB0918                         *CURRENT SURVEY CONTROL
 NB0918  ___________________________________________________________________
 NB0918* NAD 83(1986)-  42 49 38.     (N)    077 05 47.     (W)     SCALED    
 NB0918* NAVD 88     -       272.868  (meters)     895.23   (feet)  ADJUSTED  
 NB0918  ___________________________________________________________________
 NB0918  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NB0918  DYNAMIC HT  -         272.786 (meters)     894.97  (feet)  COMP
 NB0918  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NB0918
 NB0918  VERT ORDER  -  SECOND    CLASS 0
 NB0918
 NB0918.The horizontal coordinates were scaled from a topographic map and have
 NB0918.an estimated accuracy of +/- 6 seconds.
 NB0918
 NB0918.The orthometric height was determined by differential leveling
 NB0918.and adjusted by the National Geodetic Survey in June 1991..
 NB0918
 NB0918.The geoid height was determined by GEOID03.
 NB0918
 NB0918.The dynamic height is computed by dividing the NAVD 88
 NB0918.geopotential number by the normal gravity value computed on the
 NB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0918.degrees latitude (g = 980.6199 gals.).
 NB0918
 NB0918.The modeled gravity was interpolated from observed gravity values.
 NB0918
 NB0918;                    North         East    Units  Estimated Accuracy
 NB0918;SPC NY C     -   314,110.      208,050.      MT  (+/- 180 meters Scaled)
 NB0918
 NB0918                          SUPERSEDED SURVEY CONTROL
 NB0918
 NB0918  NGVD 29 (??/??/92)  273.005  (m)          895.68   (f) ADJ UNCH    2 0
 NB0918
 NB0918.Superseded values are not recommended for survey control.
 NB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0918.See file dsdata.txt to determine how the superseded data were derived.
 NB0918
 NB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN286437(NAD 83)
 NB0918_MARKER: DB = BENCH MARK DISK
 NB0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0918_SP_SET: BRIDGE
 NB0918_STAMPING: A 54 1934
 NB0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0918
 NB0918  HISTORY     - Date     Condition        Report By
 NB0918  HISTORY     - 1934     MONUMENTED       CGS
 NB0918  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0918
 NB0918                          STATION DESCRIPTION
 NB0918
 NB0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0918'AT STANLEY.
 NB0918'ON THE GENEVA TO NAPLES BRANCH OF THE LEHIGH VALLEY RAILROAD,
 NB0918'1650 FEET EAST OF STATION, 1350 FEET EAST OF PENNSYLVANIA RAILROAD
 NB0918'CROSSING, ON THE EAST END OF THE SOUTH CONCRETE FOUNDATION OF
 NB0918'BRIDGE NO. 351 D, 5.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET ABOVE
 NB0918'TOP OF RAIL.
 NB0918
 NB0918                          STATION RECOVERY (1985)
 NB0918
 NB0918'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0528 ***********************************************************************
 NB0528  DESIGNATION -  A 55
 NB0528  PID         -  NB0528
 NB0528  STATE/COUNTY-  NY/STEUBEN
 NB0528  USGS QUAD   -  DANSVILLE (1978)
 NB0528
 NB0528                         *CURRENT SURVEY CONTROL
 NB0528  ___________________________________________________________________
 NB0528* NAD 83(1986)-  42 31 16.     (N)    077 39 46.     (W)     SCALED    
 NB0528* NAVD 88     -       393.848  (meters)    1292.15   (feet)  ADJUSTED  
 NB0528  ___________________________________________________________________
 NB0528  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NB0528  DYNAMIC HT  -         393.711 (meters)    1291.70  (feet)  COMP
 NB0528  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 NB0528
 NB0528  VERT ORDER  -  SECOND    CLASS 0
 NB0528
 NB0528.The horizontal coordinates were scaled from a topographic map and have
 NB0528.an estimated accuracy of +/- 6 seconds.
 NB0528
 NB0528.The orthometric height was determined by differential leveling
 NB0528.and adjusted by the National Geodetic Survey in June 1991..
 NB0528
 NB0528.The geoid height was determined by GEOID03.
 NB0528
 NB0528.The dynamic height is computed by dividing the NAVD 88
 NB0528.geopotential number by the normal gravity value computed on the
 NB0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0528.degrees latitude (g = 980.6199 gals.).
 NB0528
 NB0528.The modeled gravity was interpolated from observed gravity values.
 NB0528
 NB0528;                    North         East    Units  Estimated Accuracy
 NB0528;SPC NY C     -   280,540.      161,310.      MT  (+/- 180 meters Scaled)
 NB0528
 NB0528                          SUPERSEDED SURVEY CONTROL
 NB0528
 NB0528  NGVD 29 (??/??/92)  393.982  (m)         1292.59   (f) ADJ UNCH    2 0
 NB0528
 NB0528.Superseded values are not recommended for survey control.
 NB0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0528.See file dsdata.txt to determine how the superseded data were derived.
 NB0528
 NB0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN812110(NAD 83)
 NB0528_MARKER: DB = BENCH MARK DISK
 NB0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0528_STAMPING: A 55 1934
 NB0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0528+STABILITY: SURFACE MOTION
 NB0528
 NB0528  HISTORY     - Date     Condition        Report By
 NB0528  HISTORY     - 1934     MONUMENTED       CGS
 NB0528  HISTORY     - 1942     GOOD             NGS
 NB0528
 NB0528                          STATION DESCRIPTION
 NB0528
 NB0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0528'2.2 MI SW FROM PERKINSVILLE.
 NB0528'TO REACH FROM THE PITTSBURG, SHAWMUT, AND NORTHERN RAILROAD STATION
 NB0528'AT PERKINSVILLE--PROCEED 2.2 MILES SOUTHWEST ALONG THE RAILROAD TO
 NB0528'SITE OF BENCH MARK. BENCH MARK IS ABOUT 121.0 FEET EAST OF BRIDGE
 NB0528'NO. 4.3, 19.6 FEET EAST OF A DIRT ROAD CROSSING, AND 9.9 FEET SOUTH
 NB0528'OF AND ABOUT THE SAME ELEVATION AS THE SOUTH RAIL. IT IS 6.4 FEET
 NB0528'NORTHEAST OF A CROSSING SIGN, AND 3.0 FEET WEST OF A 4X4 INCH WOODEN
 NB0528'MARKER POST.--MONUMENT PROJECTS 0.4 FOOT. A STD. DISK SET IN THE TOP
 NB0528'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0534 ***********************************************************************
 NC0534  DESIGNATION -  A 56
 NC0534  PID         -  NC0534
 NC0534  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0534  USGS QUAD   -  DUNKIRK (1979)
 NC0534
 NC0534                         *CURRENT SURVEY CONTROL
 NC0534  ___________________________________________________________________
 NC0534* NAD 83(1986)-  42 29 07.     (N)    079 19 42.     (W)     SCALED    
 NC0534* NAVD 88     -       184.103  (meters)     604.01   (feet)  ADJUSTED  
 NC0534  ___________________________________________________________________
 NC0534  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NC0534  DYNAMIC HT  -         184.045 (meters)     603.82  (feet)  COMP
 NC0534  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NC0534
 NC0534  VERT ORDER  -  FIRST     CLASS II
 NC0534
 NC0534.The horizontal coordinates were scaled from a topographic map and have
 NC0534.an estimated accuracy of +/- 6 seconds.
 NC0534
 NC0534.The orthometric height was determined by differential leveling
 NC0534.and adjusted by the National Geodetic Survey in November 1993..
 NC0534
 NC0534.The geoid height was determined by GEOID03.
 NC0534
 NC0534.The dynamic height is computed by dividing the NAVD 88
 NC0534.geopotential number by the normal gravity value computed on the
 NC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0534.degrees latitude (g = 980.6199 gals.).
 NC0534
 NC0534.The modeled gravity was interpolated from observed gravity values.
 NC0534
 NC0534;                    North         East    Units  Estimated Accuracy
 NC0534;SPC NY W     -   276,260.      288,750.      MT  (+/- 180 meters Scaled)
 NC0534
 NC0534                          SUPERSEDED SURVEY CONTROL
 NC0534
 NC0534  NAVD 88 (06/15/91)  184.062  (m)          603.88   (f) UNKNOWN     1 2
 NC0534  NGVD 29 (??/??/92)  184.255  (m)          604.51   (f) ADJ UNCH    1 2
 NC0534
 NC0534.Superseded values are not recommended for survey control.
 NC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0534.See file dsdata.txt to determine how the superseded data were derived.
 NC0534
 NC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH373050(NAD 83)
 NC0534_MARKER: DB = BENCH MARK DISK
 NC0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0534_SP_SET: BUILDING
 NC0534_STAMPING: A 56 1934
 NC0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0534
 NC0534  HISTORY     - Date     Condition        Report By
 NC0534  HISTORY     - 1934     MONUMENTED       CGS
 NC0534  HISTORY     - 1936     GOOD             NGS
 NC0534  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0534  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NC0534
 NC0534                          STATION DESCRIPTION
 NC0534
 NC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NC0534'IN DUNKIRK.
 NC0534'AT DUNKIRK, CHAUTAUQUA COUNTY, 53 YARDS SOUTHWEST OF THE SOUTHWEST
 NC0534'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, IN THE FORKS AT THE
 NC0534'INTERSECTION OF RAILROAD AVENUE AND MAIN STEET, AT A TWO-STORY FLAT
 NC0534'IRON-SHAPED BUILDING (THE MERCHANTS NATIONAL BANK), IN THE STONE BASE
 NC0534'OF THE STONE COLUMN AT THE LEFT ENTRANCE, AND ABOUT 3-1/2 FEET ABOVE
 NC0534'THE SIDEWALK.  A STANDARD DISK, STAMPED A 56 1934.
 NC0534
 NC0534                          STATION RECOVERY (1983)
 NC0534
 NC0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0534'CONSIDER DESTROYED, THE BANK HAS BEEN TORN DOWN.
 NC0534
 NC0534                          STATION RECOVERY (1986)
 NC0534
 NC0534'RECOVERY NOTE BY US POWER SQUADRON 1986 (NJS)
 NC0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0293 ***********************************************************************
 LY0293  DESIGNATION -  A 57
 LY0293  PID         -  LY0293
 LY0293  STATE/COUNTY-  NY/ORANGE
 LY0293  USGS QUAD   -  CORNWALL (1981)
 LY0293
 LY0293                         *CURRENT SURVEY CONTROL
 LY0293  ___________________________________________________________________
 LY0293* NAD 83(1986)-  41 27 52.     (N)    074 03 40.     (W)     SCALED    
 LY0293* NAVD 88     -        86.533  (meters)     283.90   (feet)  ADJUSTED  
 LY0293  ___________________________________________________________________
 LY0293  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY0293  DYNAMIC HT  -          86.500 (meters)     283.79  (feet)  COMP
 LY0293  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 LY0293
 LY0293  VERT ORDER  -  SECOND    CLASS 0
 LY0293
 LY0293.The horizontal coordinates were scaled from a topographic map and have
 LY0293.an estimated accuracy of +/- 6 seconds.
 LY0293
 LY0293.The orthometric height was determined by differential leveling
 LY0293.and adjusted by the National Geodetic Survey in June 1991..
 LY0293
 LY0293.The geoid height was determined by GEOID03.
 LY0293
 LY0293.The dynamic height is computed by dividing the NAVD 88
 LY0293.geopotential number by the normal gravity value computed on the
 LY0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0293.degrees latitude (g = 980.6199 gals.).
 LY0293
 LY0293.The modeled gravity was interpolated from observed gravity values.
 LY0293
 LY0293;                    North         East    Units  Estimated Accuracy
 LY0293;SPC NY E     -   292,220.      186,660.      MT  (+/- 180 meters Scaled)
 LY0293
 LY0293                          SUPERSEDED SURVEY CONTROL
 LY0293
 LY0293  NGVD 29 (??/??/92)   86.807  (m)          284.80   (f) ADJ UNCH    2 0
 LY0293
 LY0293.Superseded values are not recommended for survey control.
 LY0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0293.See file dsdata.txt to determine how the superseded data were derived.
 LY0293
 LY0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL784907(NAD 83)
 LY0293_MARKER: DB = BENCH MARK DISK
 LY0293_SETTING: 66 = SET IN ROCK OUTCROP
 LY0293_SP_SET: ROCK CUT
 LY0293_STAMPING: A 57 1955
 LY0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0293+STABILITY: POSITION/ELEVATION WELL
 LY0293
 LY0293  HISTORY     - Date     Condition        Report By
 LY0293  HISTORY     - 1955     MONUMENTED       CGS
 LY0293
 LY0293                          STATION DESCRIPTION
 LY0293
 LY0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LY0293'0.4 MI N FROM VAILS GATE JUNCTION.
 LY0293'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE ERIE
 LY0293'RAILROAD STATION AT VAILS GATE JUCTION, AT THE NORTHEAST END OF
 LY0293'A CUT, SET VERTICALLY IN FACE OF A ROCK CUT, EAST AND ACROSS
 LY0293'HIGHWAY FROM A SMALL PARKING AREA ON NORTHWEST SIDE OF HIGHWAY,
 LY0293'26 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 29 FEET SOUTHWEST
 LY0293'OF NORTHEAST END OF EXPOSED LODGE OF ROCK, AND ABOUT 4 FEET
 LY0293'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1507 ***********************************************************************
 LX1507  DESIGNATION -  A 58
 LX1507  PID         -  LX1507
 LX1507  STATE/COUNTY-  NY/DUTCHESS
 LX1507  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1507
 LX1507                         *CURRENT SURVEY CONTROL
 LX1507  ___________________________________________________________________
 LX1507* NAD 83(1986)-  41 42 52.     (N)    073 55 12.     (W)     SCALED    
 LX1507* NAVD 88     -        57.440  (meters)     188.45   (feet)  ADJUSTED  
 LX1507  ___________________________________________________________________
 LX1507  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1507  DYNAMIC HT  -          57.419 (meters)     188.38  (feet)  COMP
 LX1507  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LX1507
 LX1507  VERT ORDER  -  FIRST     CLASS II
 LX1507
 LX1507.The horizontal coordinates were scaled from a topographic map and have
 LX1507.an estimated accuracy of +/- 6 seconds.
 LX1507
 LX1507.The orthometric height was determined by differential leveling
 LX1507.and adjusted by the National Geodetic Survey in June 1991..
 LX1507
 LX1507.The geoid height was determined by GEOID03.
 LX1507
 LX1507.The dynamic height is computed by dividing the NAVD 88
 LX1507.geopotential number by the normal gravity value computed on the
 LX1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1507.degrees latitude (g = 980.6199 gals.).
 LX1507
 LX1507.The modeled gravity was interpolated from observed gravity values.
 LX1507
 LX1507;                    North         East    Units  Estimated Accuracy
 LX1507;SPC NY E     -   320,050.      198,260.      MT  (+/- 180 meters Scaled)
 LX1507
 LX1507                          SUPERSEDED SURVEY CONTROL
 LX1507
 LX1507  NGVD 29 (??/??/92)   57.71   (m)          189.3    (f) COMPUTED    1 2
 LX1507
 LX1507.Superseded values are not recommended for survey control.
 LX1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1507.See file dsdata.txt to determine how the superseded data were derived.
 LX1507
 LX1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM898186(NAD 83)
 LX1507_MARKER: DB = BENCH MARK DISK
 LX1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1507_SP_SET: ABUTMENT
 LX1507_STAMPING: A 58 1955
 LX1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1507+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 LX1507
 LX1507  HISTORY     - Date     Condition        Report By
 LX1507  HISTORY     - 1955     MONUMENTED       CGS
 LX1507  HISTORY     - 1963     GOOD             NGS
 LX1507  HISTORY     - 1978     GOOD             NGS
 LX1507  HISTORY     - 19990715 GOOD             USPSQD
 LX1507  HISTORY     - 20060102 GOOD             INDIV
 LX1507
 LX1507                          STATION DESCRIPTION
 LX1507
 LX1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1507'AT POUGHKEEPSIE.
 LX1507'AT POUGHKEEPSIE, ABOUT 0.55 MILE SOUTHEAST ALONG THE NEW YORK,
 LX1507'NEW HAVEN AND HARTFORD RAILROAD FROM THE EAST END OF RAILROAD
 LX1507'BRIDGE OVER HUDSON RIVER, AT THE OVERPASS OF RAILROAD OVER NORTH
 LX1507'MAILTON STREET, IN THE TOP OF THE NORTH END OF BRIDGE SEAT OF
 LX1507'WEST ABUTMENT OF OVERPASS, 8 1/2 FEET NORTH OF NORTH RAIL OF
 LX1507'NORTH TRACK, 0.6 FOOT SOUTH OF NORTH END OF BRIDGE SEAT, 0.6
 LX1507'FOOT WEST OF EAST EDGE OF BRIDGE SEAT AND ABOUT 3 1/2 FEET BELOW
 LX1507'LEVEL OF TRACKS.
 LX1507
 LX1507                          STATION RECOVERY (1963)
 LX1507
 LX1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1507'RECOVERED IN GOOD CONDITION.
 LX1507
 LX1507                          STATION RECOVERY (1978)
 LX1507
 LX1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1507'RECOVERED IN GOOD CONDITION.
 LX1507
 LX1507                          STATION RECOVERY (1999)
 LX1507
 LX1507'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX1507'RECOVERED IN GOOD CONDITION.
 LX1507
 LX1507                          STATION RECOVERY (2006)
 LX1507
 LX1507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SRM)
 LX1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1672 ***********************************************************************
 KU1672  DESIGNATION -  A 58 NC
 KU1672  PID         -  KU1672
 KU1672  STATE/COUNTY-  NY/NASSAU
 KU1672  USGS QUAD   -  FREEPORT (1979)
 KU1672
 KU1672                         *CURRENT SURVEY CONTROL
 KU1672  ___________________________________________________________________
 KU1672* NAD 83(1986)-  40 38 46.     (N)    073 34 54.     (W)     SCALED    
 KU1672* NAVD 88     -         1.349  (meters)       4.43   (feet)  ADJUSTED  
 KU1672  ___________________________________________________________________
 KU1672  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU1672  DYNAMIC HT  -           1.348 (meters)       4.42  (feet)  COMP
 KU1672  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 KU1672
 KU1672  VERT ORDER  -  SECOND    CLASS 0
 KU1672
 KU1672.The horizontal coordinates were scaled from a topographic map and have
 KU1672.an estimated accuracy of +/- 6 seconds.
 KU1672
 KU1672.The orthometric height was determined by differential leveling
 KU1672.and adjusted by the National Geodetic Survey in June 1991..
 KU1672
 KU1672.The geoid height was determined by GEOID03.
 KU1672
 KU1672.The dynamic height is computed by dividing the NAVD 88
 KU1672.geopotential number by the normal gravity value computed on the
 KU1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1672.degrees latitude (g = 980.6199 gals.).
 KU1672
 KU1672.The modeled gravity was interpolated from observed gravity values.
 KU1672
 KU1672;                    North         East    Units  Estimated Accuracy
 KU1672;SPC NY L     -    53,330.      335,380.      MT  (+/- 180 meters Scaled)
 KU1672
 KU1672                          SUPERSEDED SURVEY CONTROL
 KU1672
 KU1672  NGVD 29 (??/??/92)    1.70   (m)            5.6    (f) COMPUTED    2 0
 KU1672
 KU1672.Superseded values are not recommended for survey control.
 KU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1672.See file dsdata.txt to determine how the superseded data were derived.
 KU1672
 KU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL199004(NAD 83)
 KU1672_MARKER: Q = CHISELED SQUARE
 KU1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1672_SP_SET: CURB
 KU1672_STAMPING: NC A 58
 KU1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1672
 KU1672  HISTORY     - Date     Condition        Report By
 KU1672  HISTORY     - UNK      MONUMENTED       NY-059
 KU1672  HISTORY     - 1956     GOOD             NGS
 KU1672  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 KU1672
 KU1672                          STATION DESCRIPTION
 KU1672
 KU1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1672'0.8 MI S FROM FREEPORT.
 KU1672'0.8 MILE SOUTH OF THE LONG ISLAND RAILROAD STATION, 164 FEET WEST
 KU1672'OF THE CENTERLINE OF EAST AVENUE, JUST WEST OF THE CENTER OF A
 KU1672'CONCRETE CULVERT UNDER THE STREET, AND ON TOP OF THE NORTH CURB
 KU1672'OF ATLANTIC AVENUE.
 KU1672
 KU1672                          STATION RECOVERY (1991)
 KU1672
 KU1672'RECOVERY NOTE BY US POWER SQUADRON 1991 (WL)
 KU1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0549 ***********************************************************************
 MZ0549  DESIGNATION -  A 59
 MZ0549  PID         -  MZ0549
 MZ0549  STATE/COUNTY-  NY/DUTCHESS
 MZ0549  USGS QUAD   -  SAUGERTIES (1978)
 MZ0549
 MZ0549                         *CURRENT SURVEY CONTROL
 MZ0549  ___________________________________________________________________
 MZ0549* NAD 83(1986)-  42 00 03.     (N)    073 55 50.     (W)     SCALED    
 MZ0549* NAVD 88     -         5.823  (meters)      19.10   (feet)  ADJUSTED  
 MZ0549  ___________________________________________________________________
 MZ0549  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MZ0549  DYNAMIC HT  -           5.821 (meters)      19.10  (feet)  COMP
 MZ0549  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 MZ0549
 MZ0549  VERT ORDER  -  FIRST     CLASS II
 MZ0549
 MZ0549.The horizontal coordinates were scaled from a topographic map and have
 MZ0549.an estimated accuracy of +/- 6 seconds.
 MZ0549
 MZ0549.The orthometric height was determined by differential leveling
 MZ0549.and adjusted by the National Geodetic Survey in June 1991..
 MZ0549
 MZ0549.The geoid height was determined by GEOID03.
 MZ0549
 MZ0549.The dynamic height is computed by dividing the NAVD 88
 MZ0549.geopotential number by the normal gravity value computed on the
 MZ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0549.degrees latitude (g = 980.6199 gals.).
 MZ0549
 MZ0549.The modeled gravity was interpolated from observed gravity values.
 MZ0549
 MZ0549;                    North         East    Units  Estimated Accuracy
 MZ0549;SPC NY E     -   351,850.      197,170.      MT  (+/- 180 meters Scaled)
 MZ0549
 MZ0549                          SUPERSEDED SURVEY CONTROL
 MZ0549
 MZ0549  NGVD 29 (??/??/92)    6.06   (m)           19.9    (f) COMPUTED    1 2
 MZ0549
 MZ0549.Superseded values are not recommended for survey control.
 MZ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0549.See file dsdata.txt to determine how the superseded data were derived.
 MZ0549
 MZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM885504(NAD 83)
 MZ0549_MARKER: DB = BENCH MARK DISK
 MZ0549_SETTING: 0 = UNSPECIFIED SETTING
 MZ0549_STAMPING: A 59 1955
 MZ0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0549
 MZ0549  HISTORY     - Date     Condition        Report By
 MZ0549  HISTORY     - 1955     MONUMENTED       CGS
 MZ0549
 MZ0549                          STATION DESCRIPTION
 MZ0549
 MZ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0549'0.2 MI N FROM BARRYTOWN.
 MZ0549'ABOUT 0.2 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0549'STATION AT BARRYTOWN, IN THE TOP OF THE SOUTH END OF CONCRETE
 MZ0549'RETAINING WALL ON EAST SIDE OF TRACK, 5 FEET EAST OF EAST RAIL OF EAST
 MZ0549'TRACK, 115 FEET SOUTH OF SOUTH FACE OF OVERPASS NO. 266 OVER THE
 MZ0549'TRACKS AND ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0593 ***********************************************************************
 MZ0593  DESIGNATION -  A 60
 MZ0593  PID         -  MZ0593
 MZ0593  STATE/COUNTY-  NY/COLUMBIA
 MZ0593  USGS QUAD   -  CEMENTON (1980)
 MZ0593
 MZ0593                         *CURRENT SURVEY CONTROL
 MZ0593  ___________________________________________________________________
 MZ0593* NAD 83(1986)-  42 08 54.     (N)    073 53 33.     (W)     SCALED    
 MZ0593* NAVD 88     -         4.085  (meters)      13.40   (feet)  ADJUSTED  
 MZ0593  ___________________________________________________________________
 MZ0593  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0593  DYNAMIC HT  -           4.083 (meters)      13.40  (feet)  COMP
 MZ0593  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 MZ0593
 MZ0593  VERT ORDER  -  FIRST     CLASS II
 MZ0593
 MZ0593.The horizontal coordinates were scaled from a topographic map and have
 MZ0593.an estimated accuracy of +/- 6 seconds.
 MZ0593
 MZ0593.The orthometric height was determined by differential leveling
 MZ0593.and adjusted by the National Geodetic Survey in June 1991..
 MZ0593
 MZ0593.The geoid height was determined by GEOID03.
 MZ0593
 MZ0593.The dynamic height is computed by dividing the NAVD 88
 MZ0593.geopotential number by the normal gravity value computed on the
 MZ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0593.degrees latitude (g = 980.6199 gals.).
 MZ0593
 MZ0593.The modeled gravity was interpolated from observed gravity values.
 MZ0593
 MZ0593;                    North         East    Units  Estimated Accuracy
 MZ0593;SPC NY E     -   368,250.      200,210.      MT  (+/- 180 meters Scaled)
 MZ0593
 MZ0593                          SUPERSEDED SURVEY CONTROL
 MZ0593
 MZ0593  NGVD 29 (??/??/92)    4.321  (m)           14.18   (f) ADJ UNCH    1 2
 MZ0593
 MZ0593.Superseded values are not recommended for survey control.
 MZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0593.See file dsdata.txt to determine how the superseded data were derived.
 MZ0593
 MZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM915668(NAD 83)
 MZ0593_MARKER: DB = BENCH MARK DISK
 MZ0593_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0593_SP_SET: ROCK CUT
 MZ0593_STAMPING: A 60 1955
 MZ0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0593+STABILITY: POSITION/ELEVATION WELL
 MZ0593
 MZ0593  HISTORY     - Date     Condition        Report By
 MZ0593  HISTORY     - 1955     MONUMENTED       CGS
 MZ0593
 MZ0593                          STATION DESCRIPTION
 MZ0593
 MZ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0593'1.0 MI N FROM GERMANTOWN.
 MZ0593'ABOUT 1.0 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0593'STATION AT GERMANTOWN, ABOUT 0.4 MILE NORTH OF MILE POST NY 105, SET
 MZ0593'VERTICALLY IN FACE OF A ROCK CUT, 8 1/2 FEET EAST OF EAST RAIL OF EAST
 MZ0593'TRACK, 117 FEET NORTH OF TELEPHONE POLE NO. 105/20, 7 1/2 FEET
 MZ0593'NORTHEAST OF EAST END OF A 12-INCH TILE PIPE CULVERT UNDER TRACK,
 MZ0593'ABOUT 5 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0958 ***********************************************************************
 KU0958  DESIGNATION -  A 61
 KU0958  PID         -  KU0958
 KU0958  STATE/COUNTY-  NY/WESTCHESTER
 KU0958  USGS QUAD   -  YONKERS (1979)
 KU0958
 KU0958                         *CURRENT SURVEY CONTROL
 KU0958  ___________________________________________________________________
 KU0958* NAD 83(1986)-  40 56 46.     (N)    073 53 58.     (W)     SCALED    
 KU0958* NAVD 88     -         5.361  (meters)      17.59   (feet)  ADJUSTED  
 KU0958  ___________________________________________________________________
 KU0958  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0958  DYNAMIC HT  -           5.359 (meters)      17.58  (feet)  COMP
 KU0958  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 KU0958
 KU0958  VERT ORDER  -  FIRST     CLASS II
 KU0958
 KU0958.The horizontal coordinates were scaled from a topographic map and have
 KU0958.an estimated accuracy of +/- 6 seconds.
 KU0958
 KU0958.The orthometric height was determined by differential leveling
 KU0958.and adjusted by the National Geodetic Survey in June 1991..
 KU0958
 KU0958.The geoid height was determined by GEOID03.
 KU0958
 KU0958.The dynamic height is computed by dividing the NAVD 88
 KU0958.geopotential number by the normal gravity value computed on the
 KU0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0958.degrees latitude (g = 980.6199 gals.).
 KU0958
 KU0958.The modeled gravity was interpolated from observed gravity values.
 KU0958
 KU0958;                    North         East    Units  Estimated Accuracy
 KU0958;SPC NY E     -   234,740.      200,560.      MT  (+/- 180 meters Scaled)
 KU0958
 KU0958                          SUPERSEDED SURVEY CONTROL
 KU0958
 KU0958  NGVD 29 (??/??/92)    5.667  (m)           18.59   (f) ADJ UNCH    1 2
 KU0958
 KU0958.Superseded values are not recommended for survey control.
 KU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0958.See file dsdata.txt to determine how the superseded data were derived.
 KU0958
 KU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL926333(NAD 83)
 KU0958_MARKER: DB = BENCH MARK DISK
 KU0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0958_SP_SET: RETAINING WALL
 KU0958_STAMPING: A 61 1955
 KU0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0958
 KU0958  HISTORY     - Date     Condition        Report By
 KU0958  HISTORY     - 1955     MONUMENTED       CGS
 KU0958
 KU0958                          STATION DESCRIPTION
 KU0958
 KU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KU0958'0.8 MI N FROM YONKERS.
 KU0958'ABOUT 0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KU0958'STATION AT YONKERS, ABOUT 0.05 MILE SOUTHEAST AND ACROSS TRACK
 KU0958'FROM BUILDINGS OF PHELPS DODGE HABIRSHAW PLANT, ON THE EAST SIDE
 KU0958'OF TRACK AND ACROSS TRACK FROM POWER TRANSMISSION TOWER NO. 350
 KU0958'AND THE NORTH END OF SUB-STATION BUILDING NO. 86B, IN THE TOP AND
 KU0958'2 FEET NORTH OF SOUTH END OF A CONCRETE RETAINING WALL, 41 FEET
 KU0958'SOUTH OF MILE POST NY 16, 5.8 FEET EAST OF EAST RAIL OF EAST
 KU0958'TRACK AND 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1046 ***********************************************************************
 LX1046  DESIGNATION -  A 62
 LX1046  PID         -  LX1046
 LX1046  STATE/COUNTY-  NY/WESTCHESTER
 LX1046  USGS QUAD   -  OSSINING (1979)
 LX1046
 LX1046                         *CURRENT SURVEY CONTROL
 LX1046  ___________________________________________________________________
 LX1046* NAD 83(1986)-  41 13 42.     (N)    073 51 39.     (W)     SCALED    
 LX1046* NAVD 88     -        68.394  (meters)     224.39   (feet)  ADJUSTED  
 LX1046  ___________________________________________________________________
 LX1046  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LX1046  DYNAMIC HT  -          68.369 (meters)     224.31  (feet)  COMP
 LX1046  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 LX1046
 LX1046  VERT ORDER  -  FIRST     CLASS II
 LX1046
 LX1046.The horizontal coordinates were scaled from a topographic map and have
 LX1046.an estimated accuracy of +/- 6 seconds.
 LX1046
 LX1046.The orthometric height was determined by differential leveling
 LX1046.and adjusted by the National Geodetic Survey in June 1991..
 LX1046
 LX1046.The geoid height was determined by GEOID03.
 LX1046
 LX1046.The dynamic height is computed by dividing the NAVD 88
 LX1046.geopotential number by the normal gravity value computed on the
 LX1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1046.degrees latitude (g = 980.6199 gals.).
 LX1046
 LX1046.The modeled gravity was interpolated from observed gravity values.
 LX1046
 LX1046;                    North         East    Units  Estimated Accuracy
 LX1046;SPC NY E     -   266,100.      203,590.      MT  (+/- 180 meters Scaled)
 LX1046
 LX1046                          SUPERSEDED SURVEY CONTROL
 LX1046
 LX1046  NGVD 29 (??/??/92)   68.697  (m)          225.38   (f) ADJ UNCH    1 2
 LX1046
 LX1046.Superseded values are not recommended for survey control.
 LX1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1046.See file dsdata.txt to determine how the superseded data were derived.
 LX1046
 LX1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL954647(NAD 83)
 LX1046_MARKER: DB = BENCH MARK DISK
 LX1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1046_SP_SET: CULVERT
 LX1046_STAMPING: A 62 1955
 LX1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1046
 LX1046  HISTORY     - Date     Condition        Report By
 LX1046  HISTORY     - 1955     MONUMENTED       CGS
 LX1046
 LX1046                          STATION DESCRIPTION
 LX1046
 LX1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1046'3.1 MI NE FROM CROTON-ON-HUDSON.
 LX1046'0.6 MILE SOUTH ALONG U.S. HIGHWAY 9 (RIVERSIDE AVENUE) FROM THE
 LX1046'POST OFFICE AT CROTON-ON-HUDSON, THENCE ABOUT 2.5 MILES
 LX1046'NORTHEAST ALONG STATE HIGHWAY 129 (MAPLE STREET AND YORKTOWN
 LX1046'ROAD), IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A 4-FOOT
 LX1046'CONCRETE CULVERT UNDER A ROAD LEADING WEST, 25 1/2 FEET WEST
 LX1046'OF CENTER LINE OF HIGHWAY, 137 FEET NORTH OF CENTER OF JUNCTION
 LX1046'OF HIGHWAY AND CROTON DAM ROAD LEADING EAST AND ABOUT 1/2 FOOT
 LX1046'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0808 ***********************************************************************
 OD0808  DESIGNATION -  A 63
 OD0808  PID         -  OD0808
 OD0808  STATE/COUNTY-  NY/SARATOGA
 OD0808  USGS QUAD   -  GANSEVOORT (1968)
 OD0808
 OD0808                         *CURRENT SURVEY CONTROL
 OD0808  ___________________________________________________________________
 OD0808* NAD 83(1986)-  43 09 12.     (N)    073 41 47.     (W)     SCALED    
 OD0808* NAVD 88     -        93.871  (meters)     307.98   (feet)  ADJUSTED  
 OD0808  ___________________________________________________________________
 OD0808  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OD0808  DYNAMIC HT  -          93.849 (meters)     307.90  (feet)  COMP
 OD0808  MODELED GRAV-     980,390.4   (mgal)                       NAVD 88
 OD0808
 OD0808  VERT ORDER  -  FIRST     CLASS I
 OD0808
 OD0808.The horizontal coordinates were scaled from a topographic map and have
 OD0808.an estimated accuracy of +/- 6 seconds.
 OD0808
 OD0808.The orthometric height was determined by differential leveling
 OD0808.and adjusted by the National Geodetic Survey in June 1991..
 OD0808
 OD0808.The geoid height was determined by GEOID03.
 OD0808
 OD0808.The dynamic height is computed by dividing the NAVD 88
 OD0808.geopotential number by the normal gravity value computed on the
 OD0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0808.degrees latitude (g = 980.6199 gals.).
 OD0808
 OD0808.The modeled gravity was interpolated from observed gravity values.
 OD0808
 OD0808;                    North         East    Units  Estimated Accuracy
 OD0808;SPC NY E     -   480,020.      215,360.      MT  (+/- 180 meters Scaled)
 OD0808
 OD0808                          SUPERSEDED SURVEY CONTROL
 OD0808
 OD0808.No superseded survey control is available for this station.
 OD0808
 OD0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN059786(NAD 83)
 OD0808_MARKER: DB = BENCH MARK DISK
 OD0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0808_SP_SET: BRIDGE
 OD0808_STAMPING: A 63 1955
 OD0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0808+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 OD0808
 OD0808  HISTORY     - Date     Condition        Report By
 OD0808  HISTORY     - 1955     MONUMENTED       CGS
 OD0808  HISTORY     - 1973     GOOD             NGS
 OD0808  HISTORY     - 20030829 GOOD             USPSQD
 OD0808
 OD0808                          STATION DESCRIPTION
 OD0808
 OD0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0808'3.75 MI SW FROM GANSEVOORT.
 OD0808'ABOUT 3.75 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0808'THE CROSSING OF STATE HIGHWAY 32 AT GANSEVOORT, ABOUT 0.4 MILE
 OD0808'NORTHEAST OF MILEPOST A45-RP146, AT OVERPASS OF RAILROAD OVER A ROAD
 OD0808'LEADING TO BSA CAMP SARATOGA (FROM BALLARDS CORNERS TO TRAVERS
 OD0808'CORNERS), IN THE TOP OF THE NORTHWEST END OF SOUTHWEST BRIDGE SEAT OF
 OD0808'OVERPASS, 3 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 1.6 FEET NORTHEAST
 OD0808'OF NORTHEAST FACE OF BACK WALL OF ABUTMENT, 2.5 FEET SOUTH OF NORTH
 OD0808'CORNER OF BRIDGE SEAT AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
 OD0808
 OD0808                          STATION RECOVERY (2003)
 OD0808
 OD0808'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0679 ***********************************************************************
 MZ0679  DESIGNATION -  A 64
 MZ0679  PID         -  MZ0679
 MZ0679  STATE/COUNTY-  NY/COLUMBIA
 MZ0679  USGS QUAD   -  RAVENA (1980)
 MZ0679
 MZ0679                         *CURRENT SURVEY CONTROL
 MZ0679  ___________________________________________________________________
 MZ0679* NAD 83(1986)-  42 26 52.     (N)    073 46 18.     (W)     SCALED    
 MZ0679* NAVD 88     -         3.822  (meters)      12.54   (feet)  ADJUSTED  
 MZ0679  ___________________________________________________________________
 MZ0679  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 MZ0679  DYNAMIC HT  -           3.821 (meters)      12.54  (feet)  COMP
 MZ0679  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 MZ0679
 MZ0679  VERT ORDER  -  FIRST     CLASS II
 MZ0679
 MZ0679.The horizontal coordinates were scaled from a topographic map and have
 MZ0679.an estimated accuracy of +/- 6 seconds.
 MZ0679
 MZ0679.The orthometric height was determined by differential leveling
 MZ0679.and adjusted by the National Geodetic Survey in June 1991..
 MZ0679
 MZ0679.The geoid height was determined by GEOID03.
 MZ0679
 MZ0679.The dynamic height is computed by dividing the NAVD 88
 MZ0679.geopotential number by the normal gravity value computed on the
 MZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0679.degrees latitude (g = 980.6199 gals.).
 MZ0679
 MZ0679.The modeled gravity was interpolated from observed gravity values.
 MZ0679
 MZ0679;                    North         East    Units  Estimated Accuracy
 MZ0679;SPC NY E     -   401,590.      209,910.      MT  (+/- 180 meters Scaled)
 MZ0679
 MZ0679                          SUPERSEDED SURVEY CONTROL
 MZ0679
 MZ0679  NGVD 29 (??/??/92)    4.058  (m)           13.31   (f) ADJ UNCH    1 2
 MZ0679
 MZ0679.Superseded values are not recommended for survey control.
 MZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0679.See file dsdata.txt to determine how the superseded data were derived.
 MZ0679
 MZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN010002(NAD 83)
 MZ0679_MARKER: DB = BENCH MARK DISK
 MZ0679_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0679_SP_SET: ROCK LEDGE
 MZ0679_STAMPING: A 64 1955
 MZ0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0679+STABILITY: POSITION/ELEVATION WELL
 MZ0679
 MZ0679  HISTORY     - Date     Condition        Report By
 MZ0679  HISTORY     - 1955     MONUMENTED       CGS
 MZ0679
 MZ0679                          STATION DESCRIPTION
 MZ0679
 MZ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0679'1.9 MI S FROM SCHODACK LANDING.
 MZ0679'ABOUT 1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0679'STATION AT SCHODACK LANDING, ABOUT 0.45 MILE NORTH OF MILE POST NY
 MZ0679'128, ABOUT 100 YARDS SOUTH OF SOUTH END OF A POND WHICH IS ON EAST
 MZ0679'SIDE OF TRACKS, SET VERTICALLY IN AN OUTCROPPING ROCK LEDGE, 51 FEET
 MZ0679'EAST OF EAST RAIL OF EAST TRACK, 41 FEET EAST-SOUTHEAST OF TELEPHONE
 MZ0679'POLE NO. 128/25, 3 1/2 FEET NORTH OF A 12-INCH TRIANGLE CHISELED IN
 MZ0679'FACE OF LEDGE AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0021 ***********************************************************************
 NC0021  DESIGNATION -  A 6.41
 NC0021  PID         -  NC0021
 NC0021  STATE/COUNTY-  NY/WYOMING
 NC0021  USGS QUAD   -  CASTILE (1976)
 NC0021
 NC0021                         *CURRENT SURVEY CONTROL
 NC0021  ___________________________________________________________________
 NC0021* NAD 83(1986)-  42 42 54.     (N)    078 01 13.     (W)     SCALED    
 NC0021* NAVD 88     -       416.57   (+/-2cm)    1366.7    (feet)  VERTCON   
 NC0021  ___________________________________________________________________
 NC0021  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NC0021
 NC0021  VERT ORDER  -  THIRD (See Below)
 NC0021
 NC0021.The horizontal coordinates were scaled from a topographic map and have
 NC0021.an estimated accuracy of +/- 6 seconds.
 NC0021
 NC0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0021.The vertical order pertains to the NGVD 29 superseded value.
 NC0021
 NC0021.The geoid height was determined by GEOID03.
 NC0021
 NC0021;                    North         East    Units  Estimated Accuracy
 NC0021;SPC NY W     -   301,670.      396,120.      MT  (+/- 180 meters Scaled)
 NC0021
 NC0021                          SUPERSEDED SURVEY CONTROL
 NC0021
 NC0021  NGVD 29 (??/??/??)  416.70   (m)         1367.1    (f) RESET       3  
 NC0021
 NC0021.Superseded values are not recommended for survey control.
 NC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0021.See file dsdata.txt to determine how the superseded data were derived.
 NC0021
 NC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH440334(NAD 83)
 NC0021_MARKER: Z = SEE DESCRIPTION
 NC0021_SETTING: 0 = UNSPECIFIED SETTING
 NC0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0021
 NC0021  HISTORY     - Date     Condition        Report By
 NC0021  HISTORY     - UNK      MONUMENTED       BORR
 NC0021  HISTORY     - 1929     GOOD             NGS
 NC0021
 NC0021                          STATION DESCRIPTION
 NC0021
 NC0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 NC0021'IN WALKERS.
 NC0021'ON TRACK SCALE FOUNDATION AT WALKERS, 8 FEET NORTH OF THE SOUTH END OF
 NC0021'THE FOUNDATION ON THE SCALE HOUSE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2910 ***********************************************************************
 MZ2910  DESIGNATION -  A 65 RESET
 MZ2910  PID         -  MZ2910
 MZ2910  STATE/COUNTY-  NY/ALBANY
 MZ2910  USGS QUAD   -  TROY NORTH (1980)
 MZ2910
 MZ2910                         *CURRENT SURVEY CONTROL
 MZ2910  ___________________________________________________________________
 MZ2910* NAD 83(1986)-  42 46 22.     (N)    073 41 04.     (W)     SCALED    
 MZ2910* NAVD 88     -        10.91   (meters)      35.8    (feet)  RESET     
 MZ2910  ___________________________________________________________________
 MZ2910  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 MZ2910
 MZ2910  VERT ORDER  -  THIRD
 MZ2910
 MZ2910.The horizontal coordinates were scaled from a topographic map and have
 MZ2910.an estimated accuracy of +/- 6 seconds.
 MZ2910
 MZ2910.The orthometric height was computed from unverified reset data.
 MZ2910.No vertical observational check was made to the station.
 MZ2910
 MZ2910.The geoid height was determined by GEOID03.
 MZ2910
 MZ2910;                    North         East    Units  Estimated Accuracy
 MZ2910;SPC NY E     -   437,760.      216,740.      MT  (+/- 180 meters Scaled)
 MZ2910
 MZ2910                          SUPERSEDED SURVEY CONTROL
 MZ2910
 MZ2910.No superseded survey control is available for this station.
 MZ2910
 MZ2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN076364(NAD 83)
 MZ2910_MARKER: DB = BENCH MARK DISK
 MZ2910_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MZ2910_SP_SET: BRICK BUILDING
 MZ2910_STAMPING: A 65 RESET 1983
 MZ2910_MARK LOGO: NGS   
 MZ2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2910+STABILITY: SURFACE MOTION
 MZ2910
 MZ2910  HISTORY     - Date     Condition        Report By
 MZ2910  HISTORY     - 1983     MONUMENTED       NGS
 MZ2910
 MZ2910                          STATION DESCRIPTION
 MZ2910
 MZ2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MZ2910'IN COHOES.
 MZ2910'FROM THE JUNCTION OF U.S. HIGHWAY 4 AND STATE HIGHWAY 740, AT THE EAST
 MZ2910'EDGE OF COHOES, GO WEST ON HIGHWAY 740 FOR 0.5 KM (0.30 MI) TO THE
 MZ2910'MARK ON THE RIGHT, AT THE INTERSECTION OF DELAWARE AVENUE AND ONTARIO
 MZ2910'STREET, IN THE EAST FACE OF THE BRICK WALL OF THE W. T. LAROSE AND
 MZ2910'ASSOCIATES BUILDING, 31 ONTARIO STREET, AT THE SOUTHEAST CORNER OF
 MZ2910'THE BUILDING, 14.6 M (47.9 FT) NORTH-NORTHEAST OF ONTARIO STREET
 MZ2910'CENTERLINE, 3.0 M (9.8 FT) NORTHWEST OF THE NORTHEAST CORNER OF A
 MZ2910'CINDER BLOCK EXTENSION ON THE EAST SIDE OF BUILDING AND 0.9 M
 MZ2910'(3.0 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF A BRICK EXTENSION
 MZ2910'ON THE EAST SIDE OF THE BUILDING.
 MZ2910'THE MARK IS 0.6 M ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0828 ***********************************************************************
 MZ0828  DESIGNATION -  A 66
 MZ0828  PID         -  MZ0828
 MZ0828  STATE/COUNTY-  NY/SARATOGA
 MZ0828  USGS QUAD   -  MECHANICVILLE (1980)
 MZ0828
 MZ0828                         *CURRENT SURVEY CONTROL
 MZ0828  ___________________________________________________________________
 MZ0828* NAD 83(1986)-  42 58 21.     (N)    073 41 35.     (W)     SCALED    
 MZ0828* NAVD 88     -       101.699  (meters)     333.66   (feet)  ADJUSTED  
 MZ0828  ___________________________________________________________________
 MZ0828  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 MZ0828  DYNAMIC HT  -         101.673 (meters)     333.57  (feet)  COMP
 MZ0828  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 MZ0828
 MZ0828  VERT ORDER  -  FIRST     CLASS II
 MZ0828
 MZ0828.The horizontal coordinates were scaled from a topographic map and have
 MZ0828.an estimated accuracy of +/- 6 seconds.
 MZ0828
 MZ0828.The orthometric height was determined by differential leveling
 MZ0828.and adjusted by the National Geodetic Survey in June 1991..
 MZ0828
 MZ0828.The geoid height was determined by GEOID03.
 MZ0828
 MZ0828.The dynamic height is computed by dividing the NAVD 88
 MZ0828.geopotential number by the normal gravity value computed on the
 MZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0828.degrees latitude (g = 980.6199 gals.).
 MZ0828
 MZ0828.The modeled gravity was interpolated from observed gravity values.
 MZ0828
 MZ0828;                    North         East    Units  Estimated Accuracy
 MZ0828;SPC NY E     -   459,930.      215,820.      MT  (+/- 180 meters Scaled)
 MZ0828
 MZ0828                          SUPERSEDED SURVEY CONTROL
 MZ0828
 MZ0828  NGVD 29 (??/??/92)  101.898  (m)          334.31   (f) ADJ UNCH    1 2
 MZ0828
 MZ0828.Superseded values are not recommended for survey control.
 MZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0828.See file dsdata.txt to determine how the superseded data were derived.
 MZ0828
 MZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN065585(NAD 83)
 MZ0828_MARKER: DB = BENCH MARK DISK
 MZ0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0828_SP_SET: OVERPASS
 MZ0828_STAMPING: A 66 1955
 MZ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0828
 MZ0828  HISTORY     - Date     Condition        Report By
 MZ0828  HISTORY     - 1955     MONUMENTED       CGS
 MZ0828  HISTORY     - 1974     MARK NOT FOUND   NGS
 MZ0828  HISTORY     - 20010627 MARK NOT FOUND   USPSQD
 MZ0828  HISTORY     - 20020606 MARK NOT FOUND   USPSQD
 MZ0828  HISTORY     - 20030707 MARK NOT FOUND   USPSQD
 MZ0828  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 MZ0828  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 MZ0828
 MZ0828                          STATION DESCRIPTION
 MZ0828
 MZ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0828'2.5 MI SE FROM WAYVILLE.
 MZ0828'ABOUT 2.5 MILES SOUTHEAST ALONG THE SARATOGA AND SCHUYLERVILLE
 MZ0828'RAILROAD FROM CROSSING OF COUNTY ROAD NO. 72 AT WAYVILLE, AT RAILROAD
 MZ0828'OVERPASS OVER COUNTY ROAD NO. 75 (BLACK TOP ROAD), IN THE TOP OF NORTH
 MZ0828'END OF WEST CONCRETE ABUTMENT OF OVERPASS, 5 FEET NORTHEAST OF
 MZ0828'NORTHEAST RAIL, 3/4 FEET SOUTHWEST OF NORTHEAST END OF ABUTMENT AND
 MZ0828'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 MZ0828
 MZ0828                          STATION RECOVERY (1974)
 MZ0828
 MZ0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MZ0828'MARK NOT FOUND.
 MZ0828
 MZ0828                          STATION RECOVERY (2001)
 MZ0828
 MZ0828'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ0828'ROAD WIDENED AND ABUTMENT NO LONGER EXIST
 MZ0828
 MZ0828                          STATION RECOVERY (2002)
 MZ0828
 MZ0828'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ0828'MARK NOT FOUND.
 MZ0828
 MZ0828                          STATION RECOVERY (2003)
 MZ0828
 MZ0828'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0828'MARK NOT FOUND.
 MZ0828
 MZ0828                          STATION RECOVERY (2004)
 MZ0828
 MZ0828'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0828'MARK NOT FOUND.
 MZ0828
 MZ0828                          STATION RECOVERY (2005)
 MZ0828
 MZ0828'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0881 ***********************************************************************
 OD0881  DESIGNATION -  A 67
 OD0881  PID         -  OD0881
 OD0881  STATE/COUNTY-  NY/WASHINGTON
 OD0881  USGS QUAD   -  HUDSON FALLS (1966)
 OD0881
 OD0881                         *CURRENT SURVEY CONTROL
 OD0881  ___________________________________________________________________
 OD0881* NAD 83(1986)-  43 17 54.     (N)    073 34 10.     (W)     SCALED    
 OD0881* NAVD 88     -        79.072  (meters)     259.42   (feet)  ADJUSTED  
 OD0881  ___________________________________________________________________
 OD0881  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OD0881  DYNAMIC HT  -          79.055 (meters)     259.37  (feet)  COMP
 OD0881  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 OD0881
 OD0881  VERT ORDER  -  FIRST     CLASS I
 OD0881
 OD0881.The horizontal coordinates were scaled from a topographic map and have
 OD0881.an estimated accuracy of +/- 6 seconds.
 OD0881
 OD0881.The orthometric height was determined by differential leveling
 OD0881.and adjusted by the National Geodetic Survey in June 1991..
 OD0881
 OD0881.The geoid height was determined by GEOID03.
 OD0881
 OD0881.The dynamic height is computed by dividing the NAVD 88
 OD0881.geopotential number by the normal gravity value computed on the
 OD0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0881.degrees latitude (g = 980.6199 gals.).
 OD0881
 OD0881.The modeled gravity was interpolated from observed gravity values.
 OD0881
 OD0881;                    North         East    Units  Estimated Accuracy
 OD0881;SPC NY E     -   496,230.      225,500.      MT  (+/- 180 meters Scaled)
 OD0881
 OD0881                          SUPERSEDED SURVEY CONTROL
 OD0881
 OD0881.No superseded survey control is available for this station.
 OD0881
 OD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN160949(NAD 83)
 OD0881_MARKER: DB = BENCH MARK DISK
 OD0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0881_SP_SET: BRIDGE
 OD0881_STAMPING: A 67 1955
 OD0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0881
 OD0881  HISTORY     - Date     Condition        Report By
 OD0881  HISTORY     - 1955     MONUMENTED       CGS
 OD0881  HISTORY     - 1973     GOOD             NGS
 OD0881  HISTORY     - 19910717 GOOD             USPSQD
 OD0881  HISTORY     - 20040628 MARK NOT FOUND   NYDT
 OD0881
 OD0881                          STATION DESCRIPTION
 OD0881
 OD0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0881'1.20 MI SE FROM HUDSON FALLS.
 OD0881'ABOUT 0.95 MILE EAST ALONG PEARL STREET FROM THE POST OFFICE AT HUDSON
 OD0881'FALLS, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG BURGOYNE AVENUE, AT
 OD0881'BURGOYNE AVENUE BRIDGE OVER A FEEDER CANAL, SET IN THE TOP OF THE
 OD0881'NORTHEAST CONCERTE WINGWALL, 32.7 FEET NORTHWEST OF THE CENTER LINE OF
 OD0881'THE AVENUE, 14.6 FEET NORTHEAST OF THE EAST CORNER OF THE CONCRETE
 OD0881'WALL FOR THE TWO WATER GATES, 2.8 FEET SOUTHEAST OF THE NORTHWEST
 OD0881'CORNER OF THE WINGWALL, 2.5 FEET BELOW LEVEL OF THE AVENUE.
 OD0881
 OD0881                          STATION RECOVERY (1991)
 OD0881
 OD0881'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 OD0881'RECOVERED IN GOOD CONDITION.
 OD0881
 OD0881                          STATION RECOVERY (2004)
 OD0881
 OD0881'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 OD0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0410 ***********************************************************************
 NB0410  DESIGNATION -  A 68
 NB0410  PID         -  NB0410
 NB0410  STATE/COUNTY-  NY/CHEMUNG
 NB0410  USGS QUAD   -  SEELEY CREEK (1969)
 NB0410
 NB0410                         *CURRENT SURVEY CONTROL
 NB0410  ___________________________________________________________________
 NB0410* NAD 83(1986)-  42 00 50.     (N)    076 53 53.     (W)     SCALED    
 NB0410* NAVD 88     -       316.814  (meters)    1039.41   (feet)  ADJUSTED  
 NB0410  ___________________________________________________________________
 NB0410  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB0410  DYNAMIC HT  -         316.693 (meters)    1039.02  (feet)  COMP
 NB0410  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 NB0410
 NB0410  VERT ORDER  -  SECOND    CLASS 0
 NB0410
 NB0410.The horizontal coordinates were scaled from a topographic map and have
 NB0410.an estimated accuracy of +/- 6 seconds.
 NB0410
 NB0410.The orthometric height was determined by differential leveling
 NB0410.and adjusted by the National Geodetic Survey in June 1991..
 NB0410
 NB0410.The geoid height was determined by GEOID03.
 NB0410
 NB0410.The dynamic height is computed by dividing the NAVD 88
 NB0410.geopotential number by the normal gravity value computed on the
 NB0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0410.degrees latitude (g = 980.6199 gals.).
 NB0410
 NB0410.The modeled gravity was interpolated from observed gravity values.
 NB0410
 NB0410;                    North         East    Units  Estimated Accuracy
 NB0410;SPC NY C     -   223,680.      223,930.      MT  (+/- 180 meters Scaled)
 NB0410
 NB0410                          SUPERSEDED SURVEY CONTROL
 NB0410
 NB0410  NGVD 29 (??/??/92)  316.973  (m)         1039.94   (f) ADJ UNCH    2 0
 NB0410
 NB0410.Superseded values are not recommended for survey control.
 NB0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0410.See file dsdata.txt to determine how the superseded data were derived.
 NB0410
 NB0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM428530(NAD 83)
 NB0410_MARKER: DB = BENCH MARK DISK
 NB0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0410_SP_SET: CONCRETE BLOCKS
 NB0410_STAMPING: A 68 1934
 NB0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0410
 NB0410  HISTORY     - Date     Condition        Report By
 NB0410  HISTORY     - 1934     MONUMENTED       CGS
 NB0410  HISTORY     - 1951     GOOD             NGS
 NB0410  HISTORY     - 1985     GOOD             USPSQD
 NB0410
 NB0410                          STATION DESCRIPTION
 NB0410
 NB0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NB0410'9.1 MI S FROM ELMIRA.
 NB0410'ABOUT 0.3 MILE DUE WEST OF THE T-ROAD INTERSECTION AT SEELEY CREEK,
 NB0410'CHEMUNG COUNTY, AT THE ABANDONED RAILROAD BRIDGE OVER MUDLICK CREEK,
 NB0410'TO REACH THE MARK, FOLLOW THE ABANDONED RIGHT-OF-WAY SOUTHWARD ABOUT
 NB0410'1/8 MILE FROM THE SEELY CREEK PLANT OF THE DAIRYMENS CO-OPERATIVE
 NB0410'ASSOCIATION, INC. THE ABANDONED RIGHT-OF-WAY IS A PROLONGATION
 NB0410'SOUTHWARD OF A PROMINENT LINE OF POWER-TRANSMISSION-LINE POLES
 NB0410'EXTENDING NORTHWARD FROM THE ABOVE MENTIONED DAIRY PLANT.  ALL
 NB0410'THAT REMAINS OF THE TRESTLE AND PLATE-GIRDER BRIDGE IS THE ROW OF
 NB0410'CONCRETE PIERS AND ABUTMENTS. THE MARK IS ON THE WESTERLY END OF
 NB0410'THE MOST NORTHERLY ONE OF THE REMAINING CONCRETE BLOCKS. A BRONZE
 NB0410'DISK, STAMPED A 68 1934.
 NB0410
 NB0410                          STATION RECOVERY (1985)
 NB0410
 NB0410'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0410'SAGETOWN ROAD BRIDGE OVER SEELEY CREEK HAS BEEN ABANDONED AND
 NB0410'REPLACED BY BY CONSTRUCTION OF STATE ROAD 328. TO REACH MARK FROM
 NB0410'T-INTERSECTION OF ROUTE 328 AND SAGETOWN ROAD, PROCEED WEST ALONG
 NB0410'SAGETOWN ROAD TO FIRST HOUSE ON THE LEFT (OPPOSITE CREAMERY ON THE
 NB0410'RIGHT). GO THRU FIELD BEHIND HOUSE IN A SOUTH-SOUTHWESTERLY DIRECTION
 NB0410'TO THE CREEK, THE ABANDONED PIERS AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1249 ***********************************************************************
 NB1249  DESIGNATION -  A 69 RESET 1956
 NB1249  PID         -  NB1249
 NB1249  STATE/COUNTY-  NY/ALLEGANY
 NB1249  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1249
 NB1249                         *CURRENT SURVEY CONTROL
 NB1249  ___________________________________________________________________
 NB1249* NAD 83(1986)-  42 02 55.     (N)    077 55 52.     (W)     SCALED    
 NB1249* NAVD 88     -       472.79   (+/-2cm)    1551.1    (feet)  VERTCON   
 NB1249  ___________________________________________________________________
 NB1249  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NB1249
 NB1249  VERT ORDER  -  THIRD (See Below)
 NB1249
 NB1249.The horizontal coordinates were scaled from a topographic map and have
 NB1249.an estimated accuracy of +/- 6 seconds.
 NB1249
 NB1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1249.The vertical order pertains to the NGVD 29 superseded value.
 NB1249
 NB1249.The geoid height was determined by GEOID03.
 NB1249
 NB1249;                    North         East    Units  Estimated Accuracy
 NB1249;SPC NY W     -   227,700.      403,990.      MT  (+/- 180 meters Scaled)
 NB1249
 NB1249                          SUPERSEDED SURVEY CONTROL
 NB1249
 NB1249  NGVD 29 (09/01/04)  472.93   (m)         1551.6    (f) RESET       3  
 NB1249
 NB1249.Superseded values are not recommended for survey control.
 NB1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1249.See file dsdata.txt to determine how the superseded data were derived.
 NB1249
 NB1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM574593(NAD 83)
 NB1249_MARKER: DB = BENCH MARK DISK
 NB1249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1249_SP_SET: BRIDGE
 NB1249_STAMPING: A 69 RESET 1956
 NB1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1249
 NB1249  HISTORY     - Date     Condition        Report By
 NB1249  HISTORY     - 1956     MONUMENTED       CGS
 NB1249  HISTORY     - 20040719 MARK NOT FOUND   USPSQD
 NB1249
 NB1249                          STATION DESCRIPTION
 NB1249
 NB1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NB1249'5.6 MI S FROM WELLSVILLE.
 NB1249'ABOUT 5.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NB1249'WELLSVILLE, ALLEGANY COUNTY, ABOUT 0.25 MILE WEST OF MILEPOST 32,
 NB1249'ABOUT 512 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN THE
 NB1249'NORTH END OF THE EAST ABUTMENT OF A 35 FOOT SPAN CONCRETE HIGHWAY
 NB1249'BRIDGE. A STANDARD DISK, STAMPED A 69 RESET 1956.
 NB1249
 NB1249                          STATION RECOVERY (2004)
 NB1249
 NB1249'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1249'RAILROAD WAS ABANDONED AND REMOVED. ORIGINAL BRIDGE AND ABUTMENTS WERE
 NB1249'REMOVED AND REPLACED WITH A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1487 ***********************************************************************
 KU1487  DESIGNATION -  A 6=MCS 12 USE
 KU1487  PID         -  KU1487
 KU1487  STATE/COUNTY-  NY/NASSAU
 KU1487  USGS QUAD   -  LYNBROOK (1969)
 KU1487
 KU1487                         *CURRENT SURVEY CONTROL
 KU1487  ___________________________________________________________________
 KU1487* NAD 83(1986)-  40 38 20.     (N)    073 42 07.     (W)     SCALED    
 KU1487* NAVD 88     -         8.009  (meters)      26.28   (feet)  ADJUSTED  
 KU1487  ___________________________________________________________________
 KU1487  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KU1487  DYNAMIC HT  -           8.006 (meters)      26.27  (feet)  COMP
 KU1487  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 KU1487
 KU1487  VERT ORDER  -  SECOND    CLASS 0
 KU1487
 KU1487.The horizontal coordinates were scaled from a topographic map and have
 KU1487.an estimated accuracy of +/- 6 seconds.
 KU1487
 KU1487.The orthometric height was determined by differential leveling
 KU1487.and adjusted by the National Geodetic Survey in June 1991..
 KU1487
 KU1487.The geoid height was determined by GEOID03.
 KU1487
 KU1487.The dynamic height is computed by dividing the NAVD 88
 KU1487.geopotential number by the normal gravity value computed on the
 KU1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1487.degrees latitude (g = 980.6199 gals.).
 KU1487
 KU1487.The modeled gravity was interpolated from observed gravity values.
 KU1487
 KU1487;                    North         East    Units  Estimated Accuracy
 KU1487;SPC NY L     -    52,480.      325,210.      MT  (+/- 180 meters Scaled)
 KU1487
 KU1487                          SUPERSEDED SURVEY CONTROL
 KU1487
 KU1487  NGVD 29 (??/??/92)    8.35   (m)           27.4    (f) COMPUTED    2 0
 KU1487
 KU1487.Superseded values are not recommended for survey control.
 KU1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1487.See file dsdata.txt to determine how the superseded data were derived.
 KU1487
 KU1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK097994(NAD 83)
 KU1487_MARKER: DD = SURVEY DISK
 KU1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1487_STAMPING: 12 ELEV 27 BM
 KU1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1487+STABILITY: SURFACE MOTION
 KU1487
 KU1487  HISTORY     - Date     Condition        Report By
 KU1487  HISTORY     - UNK      MONUMENTED       DOD
 KU1487  HISTORY     - 1956     GOOD             NGS
 KU1487
 KU1487                          STATION DESCRIPTION
 KU1487
 KU1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1487'AT HEWLETT.
 KU1487'AT HEWLETT, NASSAU COUNTY, ON THE LONG ISLAND RAILROAD, 300 YARDS
 KU1487'NORTHEAST OF THE STATION, 89 FEET NORTHEAST OF THE WEST
 KU1487'BROADWAY CROSSING, 19.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 KU1487'THE SOUTHEAST TRACK, AND 1 FOOT NORTHWEST OF A FENCE.  A CORPS
 KU1487'OF ENGINEERS, U.S. ARMY, STANDARD MAPCONTROL STATION DISK,
 KU1487'STAMPED 12 ELEV 27 BM AND SET IN THE TOP OF A CONCRETE POST
 KU1487'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1166 ***********************************************************************
 KU1166  DESIGNATION -  A 7
 KU1166  PID         -  KU1166
 KU1166  STATE/COUNTY-  NY/WESTCHESTER
 KU1166  USGS QUAD   -  MOUNT VERNON (1979)
 KU1166
 KU1166                         *CURRENT SURVEY CONTROL
 KU1166  ___________________________________________________________________
 KU1166* NAD 83(1986)-  40 55 04.     (N)    073 50 40.     (W)     SCALED    
 KU1166* NAVD 88     -        31.079  (meters)     101.97   (feet)  POSTED    
 KU1166  ___________________________________________________________________
 KU1166  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU1166  DYNAMIC HT  -          31.070 (meters)     101.94  (feet)  COMP
 KU1166  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 KU1166
 KU1166  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KU1166
 KU1166.The horizontal coordinates were scaled from a topographic map and have
 KU1166.an estimated accuracy of +/- 6 seconds.
 KU1166
 KU1166.The orthometric height was determined by differential leveling
 KU1166.and adjusted by the National Geodetic Survey in 1992..
 KU1166.No vertical observational check was made to the station.
 KU1166.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KU1166.was located on a no-check spur therefore a value was not computed.
 KU1166
 KU1166.The geoid height was determined by GEOID03.
 KU1166
 KU1166.The dynamic height is computed by dividing the NAVD 88
 KU1166.geopotential number by the normal gravity value computed on the
 KU1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1166.degrees latitude (g = 980.6199 gals.).
 KU1166
 KU1166.The modeled gravity was interpolated from observed gravity values.
 KU1166
 KU1166;                    North         East    Units  Estimated Accuracy
 KU1166;SPC NY E     -   231,620.      205,220.      MT  (+/- 180 meters Scaled)
 KU1166
 KU1166                          SUPERSEDED SURVEY CONTROL
 KU1166
 KU1166  NGVD 29 (??/??/92)   31.402  (m)          103.02   (f) ADJ UNCH    2 0
 KU1166
 KU1166.Superseded values are not recommended for survey control.
 KU1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1166.See file dsdata.txt to determine how the superseded data were derived.
 KU1166
 KU1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL973302(NAD 83)
 KU1166_MARKER: DD = SURVEY DISK
 KU1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1166_STAMPING: A 7
 KU1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1166+STABILITY: SURFACE MOTION
 KU1166
 KU1166  HISTORY     - Date     Condition        Report By
 KU1166  HISTORY     - UNK      MONUMENTED       NYGS
 KU1166  HISTORY     - 1935     GOOD             NGS
 KU1166
 KU1166                          STATION DESCRIPTION
 KU1166
 KU1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1166'AT MT VERNON.
 KU1166'AT MT. VERNON, WESTCHESTER COUNTY, AT THE CROSSING OF MACQUESTEN
 KU1166'PARKWAY AND OAK STREET, AT A GRASS PLOT, ABOUT 65 FEET SOUTHEAST
 KU1166'OF A PUMP HOUSE, 45 FEET WEST OF A MANHOLE, 6 FEET NORTHWEST OF
 KU1166'A CURB, AND ABOUT 6 INCHES LOWER THAN THE CURB.  A STATE SURVEY
 KU1166'STANDARD DISK, STAMPED A 7 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1460 ***********************************************************************
 KU1460  DESIGNATION -  A 7 USE
 KU1460  PID         -  KU1460
 KU1460  STATE/COUNTY-  NY/NASSAU
 KU1460  USGS QUAD   -  LYNBROOK (1969)
 KU1460
 KU1460                         *CURRENT SURVEY CONTROL
 KU1460  ___________________________________________________________________
 KU1460* NAD 83(1986)-  40 39 20.     (N)    073 40 25.     (W)     SCALED    
 KU1460* NAVD 88     -         5.181  (meters)      17.00   (feet)  ADJUSTED  
 KU1460  ___________________________________________________________________
 KU1460  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU1460  DYNAMIC HT  -           5.179 (meters)      16.99  (feet)  COMP
 KU1460  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 KU1460
 KU1460  VERT ORDER  -  SECOND    CLASS 0
 KU1460
 KU1460.The horizontal coordinates were scaled from a topographic map and have
 KU1460.an estimated accuracy of +/- 6 seconds.
 KU1460
 KU1460.The orthometric height was determined by differential leveling
 KU1460.and adjusted by the National Geodetic Survey in June 1991..
 KU1460
 KU1460.The geoid height was determined by GEOID03.
 KU1460
 KU1460.The dynamic height is computed by dividing the NAVD 88
 KU1460.geopotential number by the normal gravity value computed on the
 KU1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1460.degrees latitude (g = 980.6199 gals.).
 KU1460
 KU1460.The modeled gravity was interpolated from observed gravity values.
 KU1460
 KU1460;                    North         East    Units  Estimated Accuracy
 KU1460;SPC NY L     -    54,340.      327,600.      MT  (+/- 180 meters Scaled)
 KU1460
 KU1460                          SUPERSEDED SURVEY CONTROL
 KU1460
 KU1460  NGVD 29 (??/??/92)    5.524  (m)           18.12   (f) ADJ UNCH    2 0
 KU1460
 KU1460.Superseded values are not recommended for survey control.
 KU1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1460.See file dsdata.txt to determine how the superseded data were derived.
 KU1460
 KU1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL121013(NAD 83)
 KU1460_MARKER: DD = SURVEY DISK
 KU1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1460_STAMPING: 18 ELEV 18 BM
 KU1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1460+STABILITY: SURFACE MOTION
 KU1460
 KU1460  HISTORY     - Date     Condition        Report By
 KU1460  HISTORY     - UNK      MONUMENTED       DOD
 KU1460  HISTORY     - 1932     GOOD             NGS
 KU1460
 KU1460                          STATION DESCRIPTION
 KU1460
 KU1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1460'AT LYNBROOK.
 KU1460'AT LYNBROOK, NASSAU COUNTY, ON THE LONG ISLAND RAILROAD, 700
 KU1460'FEET WEST OF THE STATION, AT THE NORTHWEST CORNER OF THE BROADWAY
 KU1460'CROSSING, 20 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 KU1460'TRACK, 6 FEET WEST OF THE WEST EDGE OF THE SIDEWALK ON THE WEST
 KU1460'EDGE OF BROADWAY, AND IN LINE WITH A ROW OF TELEPHONE POLES.
 KU1460'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD MAP-CONTROL STATION
 KU1460'DISK, STAMPED 18 ELEV 18 BM AND SET IN THE TOP OF A CONCRETE
 KU1460'POST PROJECTING 6 INCHES ABOUT GROUND.  NOTE-- THE RAILROAD IS
 KU1460'NOW ELEVATED IN THIS LOCALITY, AND THE BENCH MARK IS PROBABLY
 KU1460'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0151 ***********************************************************************
 NC0151  DESIGNATION -  A 70
 NC0151  PID         -  NC0151
 NC0151  STATE/COUNTY-  NY/ALLEGANY
 NC0151  USGS QUAD   -  BOLIVAR (1965)
 NC0151
 NC0151                         *CURRENT SURVEY CONTROL
 NC0151  ___________________________________________________________________
 NC0151* NAD 83(1986)-  42 05 51.     (N)    078 08 24.     (W)     SCALED    
 NC0151* NAVD 88     -       531.865  (meters)    1744.96   (feet)  ADJUSTED  
 NC0151  ___________________________________________________________________
 NC0151  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NC0151  DYNAMIC HT  -         531.654 (meters)    1744.27  (feet)  COMP
 NC0151  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 NC0151
 NC0151  VERT ORDER  -  SECOND    CLASS 0
 NC0151
 NC0151.The horizontal coordinates were scaled from a topographic map and have
 NC0151.an estimated accuracy of +/- 6 seconds.
 NC0151
 NC0151.The orthometric height was determined by differential leveling
 NC0151.and adjusted by the National Geodetic Survey in June 1991..
 NC0151
 NC0151.The geoid height was determined by GEOID03.
 NC0151
 NC0151.The dynamic height is computed by dividing the NAVD 88
 NC0151.geopotential number by the normal gravity value computed on the
 NC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0151.degrees latitude (g = 980.6199 gals.).
 NC0151
 NC0151.The modeled gravity was interpolated from observed gravity values.
 NC0151
 NC0151;                    North         East    Units  Estimated Accuracy
 NC0151;SPC NY W     -   233,020.      386,670.      MT  (+/- 180 meters Scaled)
 NC0151
 NC0151                          SUPERSEDED SURVEY CONTROL
 NC0151
 NC0151  NGVD 29 (??/??/92)  531.97   (m)         1745.3    (f) COMPUTED    2 0
 NC0151
 NC0151.Superseded values are not recommended for survey control.
 NC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0151.See file dsdata.txt to determine how the superseded data were derived.
 NC0151
 NC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG365645(NAD 83)
 NC0151_MARKER: DB = BENCH MARK DISK
 NC0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0151_SP_SET: BRIDGE
 NC0151_STAMPING: A 70 1934
 NC0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0151
 NC0151  HISTORY     - Date     Condition        Report By
 NC0151  HISTORY     - 1934     MONUMENTED       CGS
 NC0151  HISTORY     - 1949     MARK NOT FOUND   LOCSUR
 NC0151
 NC0151                          STATION DESCRIPTION
 NC0151
 NC0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0151'IN RICHBURG.
 NC0151'0.8 MILE NORTH OF STATION AT RICHBURG ON SHAWMUT R.R. ON R.R. BRIDGE
 NC0151'NO. 56/4 OVER HIGHWAY ON WEST END OF SOUTH ABUTMENT 8 FT WEST OF
 NC0151'CENTERLINE OF TRACK 4.5 FT BELOW TOP OF RAIL.
 NC0151
 NC0151                          STATION RECOVERY (1949)
 NC0151
 NC0151'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 NC0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0086 ***********************************************************************
 NC0086  DESIGNATION -  A 71
 NC0086  PID         -  NC0086
 NC0086  STATE/COUNTY-  NY/CATTARAUGUS
 NC0086  USGS QUAD   -  OLEAN (1980)
 NC0086
 NC0086                         *CURRENT SURVEY CONTROL
 NC0086  ___________________________________________________________________
 NC0086* NAD 83(1986)-  42 06 40.     (N)    078 24 57.     (W)     SCALED    
 NC0086* NAVD 88     -       440.147  (meters)    1444.05   (feet)  POSTED    
 NC0086  ___________________________________________________________________
 NC0086  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 NC0086  DYNAMIC HT  -         439.980 (meters)    1443.50  (feet)  COMP
 NC0086  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 NC0086
 NC0086  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NC0086
 NC0086.The horizontal coordinates were scaled from a topographic map and have
 NC0086.an estimated accuracy of +/- 6 seconds.
 NC0086
 NC0086.The orthometric height was determined by differential leveling
 NC0086.and adjusted by the National Geodetic Survey in 1992..
 NC0086.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NC0086.rate greater than 8.0 mm/km.
 NC0086
 NC0086.The geoid height was determined by GEOID03.
 NC0086
 NC0086.The dynamic height is computed by dividing the NAVD 88
 NC0086.geopotential number by the normal gravity value computed on the
 NC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0086.degrees latitude (g = 980.6199 gals.).
 NC0086
 NC0086.The modeled gravity was interpolated from observed gravity values.
 NC0086
 NC0086;                    North         East    Units  Estimated Accuracy
 NC0086;SPC NY W     -   234,450.      363,850.      MT  (+/- 180 meters Scaled)
 NC0086
 NC0086                          SUPERSEDED SURVEY CONTROL
 NC0086
 NC0086  NGVD 29 (??/??/92)  440.286  (m)         1444.51   (f) ADJ UNCH    2 0
 NC0086
 NC0086.Superseded values are not recommended for survey control.
 NC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0086.See file dsdata.txt to determine how the superseded data were derived.
 NC0086
 NC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG136653(NAD 83)
 NC0086_MARKER: DB = BENCH MARK DISK
 NC0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0086_SP_SET: CULVERT
 NC0086_STAMPING: A 71 1934
 NC0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0086
 NC0086  HISTORY     - Date     Condition        Report By
 NC0086  HISTORY     - 1934     MONUMENTED       CGS
 NC0086  HISTORY     - 1960     MARK NOT FOUND   USGS
 NC0086  HISTORY     - 1960     MARK NOT FOUND   USGS
 NC0086  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0086
 NC0086                          STATION DESCRIPTION
 NC0086
 NC0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0086'1.1 MI E FROM OLEAN.
 NC0086'1.1 MILE EAST OF STATION AT OLEAN ON ERIE R.R. ON CONCRETE CULVERT NO.
 NC0086'393/14 ON TOP OF NORTH END 3 FT NORTH CENTERLINE OF TRACK 1 FT BELOW
 NC0086'TOP OF RAIL. NOTE-- BM COVERED WITH CONCRETE.
 NC0086
 NC0086                          STATION RECOVERY (1960)
 NC0086
 NC0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NC0086'MARK NOT FOUND.
 NC0086
 NC0086                          STATION RECOVERY (1960)
 NC0086
 NC0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NC0086'CONCRETE CULVERT 393.14 WHERE B.M. IS LOCATED, WAS CHIPPING SO A THIN
 NC0086'LAYER OF CONCRETE WAS POURED OVER CULVERT. IN RESPONSIBLE SHORE THE
 NC0086'B.M. IS OK BUT COVERED
 NC0086
 NC0086                          STATION RECOVERY (1983)
 NC0086
 NC0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0086'NOT RECOVERED, THE TRACKS HAVE BEEN RAISED WITH CRUSHED ROCK, A
 NC0086'CULVERT IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1562 ***********************************************************************
 LX1562  DESIGNATION -  A 72
 LX1562  PID         -  LX1562
 LX1562  STATE/COUNTY-  NY/DUTCHESS
 LX1562  USGS QUAD   -  KINGSTON EAST (1980)
 LX1562
 LX1562                         *CURRENT SURVEY CONTROL
 LX1562  ___________________________________________________________________
 LX1562* NAD 83(1986)-  41 56 19.     (N)    073 52 57.     (W)     SCALED    
 LX1562* NAVD 88     -        76.123  (meters)     249.75   (feet)  ADJUSTED  
 LX1562  ___________________________________________________________________
 LX1562  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1562  DYNAMIC HT  -          76.095 (meters)     249.66  (feet)  COMP
 LX1562  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 LX1562  OBS GRAVITY -     980,267.3   (mgal)                       GRAV_OBS
 LX1562
 LX1562  VERT ORDER  -  FIRST     CLASS I
 LX1562
 LX1562.The horizontal coordinates were scaled from a topographic map and have
 LX1562.an estimated accuracy of +/- 6 seconds.
 LX1562
 LX1562.The orthometric height was determined by differential leveling
 LX1562.and adjusted by the National Geodetic Survey in June 1991..
 LX1562.WARNING-Repeat measurements at this control monument indicate possible
 LX1562.vertical movement.
 LX1562
 LX1562.The geoid height was determined by GEOID03.
 LX1562
 LX1562.The dynamic height is computed by dividing the NAVD 88
 LX1562.geopotential number by the normal gravity value computed on the
 LX1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1562.degrees latitude (g = 980.6199 gals.).
 LX1562
 LX1562.The modeled gravity was interpolated from observed gravity values.
 LX1562.The observed gravity was obtained from relative gravimeter ties
 LX1562.to the IGSN71 gravity network.
 LX1562
 LX1562;                    North         East    Units  Estimated Accuracy
 LX1562;SPC NY E     -   344,970.      201,200.      MT  (+/- 180 meters Scaled)
 LX1562
 LX1562                          SUPERSEDED SURVEY CONTROL
 LX1562
 LX1562.No superseded survey control is available for this station.
 LX1562
 LX1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM926435(NAD 83)
 LX1562_MARKER: DB = BENCH MARK DISK
 LX1562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1562_SP_SET: BRIDGE
 LX1562_STAMPING: A 72 1935
 LX1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1562
 LX1562  HISTORY     - Date     Condition        Report By
 LX1562  HISTORY     - 1935     MONUMENTED       CGS
 LX1562  HISTORY     - 1974     GOOD             NGS
 LX1562
 LX1562                          STATION DESCRIPTION
 LX1562
 LX1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1562'1.8 MI E FROM RHINEBECK.
 LX1562'1.8 MILES EAST ALONG STATE HIGHWAY 308 FROM THE INTERSECTION
 LX1562'OF U.S. HIGHWAY 9 AT RHINEBECK, 0.1 MILE EAST OF THE CROSSING
 LX1562'OF STATE HIGHWAY 9G, ABOUT 50 YARDS EAST OF THE CENTER OF THE
 LX1562'Y JUNCTION OF WEST MILLER ROAD NORTHEAST, IN THE TOP OF THE
 LX1562'SOUTHEAST END OF THE NORTHWEST WING WALL OF A CONCRETE BIRDGE
 LX1562'OVER A SMALL CREEK, 14.0 FEET NORTH OF THE CENTER LINE OF THE
 LX1562'HIGHWAY, 15 FEET EAST OF TELEPHONE POLE 2780, AND ABOUT LEVEL
 LX1562'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0588 ***********************************************************************
 LY0588  DESIGNATION -  A 74
 LY0588  PID         -  LY0588
 LY0588  STATE/COUNTY-  NY/ORANGE
 LY0588  USGS QUAD   -  OTISVILLE (1976)
 LY0588
 LY0588                         *CURRENT SURVEY CONTROL
 LY0588  ___________________________________________________________________
 LY0588* NAD 83(1986)-  41 27 04.     (N)    074 34 39.     (W)     SCALED    
 LY0588* NAVD 88     -       255.326  (meters)     837.68   (feet)  ADJUSTED  
 LY0588  ___________________________________________________________________
 LY0588  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY0588  DYNAMIC HT  -         255.223 (meters)     837.34  (feet)  COMP
 LY0588  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 LY0588
 LY0588  VERT ORDER  -  SECOND    CLASS 0
 LY0588
 LY0588.The horizontal coordinates were scaled from a topographic map and have
 LY0588.an estimated accuracy of +/- 6 seconds.
 LY0588
 LY0588.The orthometric height was determined by differential leveling
 LY0588.and adjusted by the National Geodetic Survey in June 1991..
 LY0588
 LY0588.The geoid height was determined by GEOID03.
 LY0588
 LY0588.The dynamic height is computed by dividing the NAVD 88
 LY0588.geopotential number by the normal gravity value computed on the
 LY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0588.degrees latitude (g = 980.6199 gals.).
 LY0588
 LY0588.The modeled gravity was interpolated from observed gravity values.
 LY0588
 LY0588;                    North         East    Units  Estimated Accuracy
 LY0588;SPC NY E     -   290,650.      143,530.      MT  (+/- 180 meters Scaled)
 LY0588
 LY0588                          SUPERSEDED SURVEY CONTROL
 LY0588
 LY0588  NGVD 29 (??/??/92)  255.493  (m)          838.23   (f) ADJ UNCH    2 0
 LY0588
 LY0588.Superseded values are not recommended for survey control.
 LY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0588.See file dsdata.txt to determine how the superseded data were derived.
 LY0588
 LY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL352889(NAD 83)
 LY0588_MARKER: DB = BENCH MARK DISK
 LY0588_SETTING: 66 = SET IN ROCK OUTCROP
 LY0588_SP_SET: ROCK OUTCROP
 LY0588_STAMPING: A 74 1935
 LY0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0588+STABILITY: POSITION/ELEVATION WELL
 LY0588
 LY0588  HISTORY     - Date     Condition        Report By
 LY0588  HISTORY     - 1935     MONUMENTED       CGS
 LY0588  HISTORY     - 1941     MARK NOT FOUND   NGS
 LY0588
 LY0588                          STATION DESCRIPTION
 LY0588
 LY0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0588'3 MI SW FROM OTISVILLE.
 LY0588'3.0 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 LY0588'AT OTISVILLE, ORANGE COUNTY, ABOUT 2,100 FEET EAST OF MILEPOST
 LY0588'78, 52 FEET EAST OF THE WEST END OF CURVE 114, AT THE WEST END
 LY0588'OF A CUT, 21 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 LY0588'TRACK, IN THE TOP OF A ROCK OUTCROP, 18 FEET NORTHEAST OF A
 LY0588'POLE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LY0588'DISK, STAMPED A 74 1935.  NOTE-- THE MARKS ELEVATION IS DERIVED
 LY0588'FROM THE CHECK LEVELING OF 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0363 ***********************************************************************
 MZ0363  DESIGNATION -  A 75
 MZ0363  PID         -  MZ0363
 MZ0363  STATE/COUNTY-  NY/RENSSELAER
 MZ0363  USGS QUAD   -  NORTH POWNAL (1980)
 MZ0363
 MZ0363                         *CURRENT SURVEY CONTROL
 MZ0363  ___________________________________________________________________
 MZ0363* NAD 83(1986)-  42 49 09.     (N)    073 18 23.     (W)     SCALED    
 MZ0363* NAVD 88     -       147.389  (meters)     483.56   (feet)  ADJUSTED  
 MZ0363  ___________________________________________________________________
 MZ0363  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 MZ0363  DYNAMIC HT  -         147.345 (meters)     483.41  (feet)  COMP
 MZ0363  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 MZ0363
 MZ0363  VERT ORDER  -  SECOND    CLASS 0
 MZ0363
 MZ0363.The horizontal coordinates were scaled from a topographic map and have
 MZ0363.an estimated accuracy of +/- 6 seconds.
 MZ0363
 MZ0363.The orthometric height was determined by differential leveling
 MZ0363.and adjusted by the National Geodetic Survey in June 1991..
 MZ0363
 MZ0363.The geoid height was determined by GEOID03.
 MZ0363
 MZ0363.The dynamic height is computed by dividing the NAVD 88
 MZ0363.geopotential number by the normal gravity value computed on the
 MZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0363.degrees latitude (g = 980.6199 gals.).
 MZ0363
 MZ0363.The modeled gravity was interpolated from observed gravity values.
 MZ0363
 MZ0363;                    North         East    Units  Estimated Accuracy
 MZ0363;SPC NY E     -   443,280.      247,600.      MT  (+/- 180 meters Scaled)
 MZ0363
 MZ0363                          SUPERSEDED SURVEY CONTROL
 MZ0363
 MZ0363  NGVD 29 (??/??/92)  147.546  (m)          484.07   (f) ADJ UNCH    2 0
 MZ0363
 MZ0363.Superseded values are not recommended for survey control.
 MZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0363.See file dsdata.txt to determine how the superseded data were derived.
 MZ0363
 MZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN384421(NAD 83)
 MZ0363_MARKER: DB = BENCH MARK DISK
 MZ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0363_STAMPING: A 75 1935
 MZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0363+STABILITY: SURFACE MOTION
 MZ0363
 MZ0363  HISTORY     - Date     Condition        Report By
 MZ0363  HISTORY     - 1935     MONUMENTED       CGS
 MZ0363  HISTORY     - 1965     MARK NOT FOUND   NGS
 MZ0363  HISTORY     - 20060912 MARK NOT FOUND   NYDT
 MZ0363
 MZ0363                          STATION DESCRIPTION
 MZ0363
 MZ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0363'2.3 MI NW FROM NORTH POWNAL.
 MZ0363'2.3 MILES NORTHWEST OF NORTH POWNAL ON B. AND M.R.R. 0.3 MILE EAST OF
 MZ0363'MILE POST 157 200 FEET WEST OF POINT WHERE HIGHWAY AND RAILROAD
 MZ0363'DIVERGE 17 FEET WEST OF WEST END OF IRON POST FENCE 28 FEET NORTH OF
 MZ0363'CENTER LINE OF HIGHWAY 40 FEET SOUTH OF SOUTH RAIL 6 FEET SOUTH OF
 MZ0363'RIGHT-OF-WAY FENCE LEVEL WITH TOP OF RAIL A CONCRETE POST WITH 6 IN.
 MZ0363'PROJ.
 MZ0363
 MZ0363                          STATION RECOVERY (1965)
 MZ0363
 MZ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MZ0363'MARK NOT FOUND.
 MZ0363
 MZ0363                          STATION RECOVERY (2006)
 MZ0363
 MZ0363'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 MZ0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1277 ***********************************************************************
 LX1277  DESIGNATION -  A 76
 LX1277  PID         -  LX1277
 LX1277  STATE/COUNTY-  NY/WESTCHESTER
 LX1277  USGS QUAD   -  PEEKSKILL (1981)
 LX1277
 LX1277                         *CURRENT SURVEY CONTROL
 LX1277  ___________________________________________________________________
 LX1277* NAD 83(1986)-  41 17 22.     (N)    073 55 21.     (W)     SCALED    
 LX1277* NAVD 88     -        39.998  (meters)     131.23   (feet)  ADJUSTED  
 LX1277  ___________________________________________________________________
 LX1277  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 LX1277  DYNAMIC HT  -          39.983 (meters)     131.18  (feet)  COMP
 LX1277  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 LX1277
 LX1277  VERT ORDER  -  FIRST     CLASS I
 LX1277
 LX1277.The horizontal coordinates were scaled from a topographic map and have
 LX1277.an estimated accuracy of +/- 6 seconds.
 LX1277
 LX1277.The orthometric height was determined by differential leveling
 LX1277.and adjusted by the National Geodetic Survey in June 1991..
 LX1277.WARNING-Repeat measurements at this control monument indicate possible
 LX1277.vertical movement.
 LX1277
 LX1277.The geoid height was determined by GEOID03.
 LX1277
 LX1277.The dynamic height is computed by dividing the NAVD 88
 LX1277.geopotential number by the normal gravity value computed on the
 LX1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1277.degrees latitude (g = 980.6199 gals.).
 LX1277
 LX1277.The modeled gravity was interpolated from observed gravity values.
 LX1277
 LX1277;                    North         East    Units  Estimated Accuracy
 LX1277;SPC NY E     -   272,850.      198,370.      MT  (+/- 180 meters Scaled)
 LX1277
 LX1277                          SUPERSEDED SURVEY CONTROL
 LX1277
 LX1277  NGVD 29 (??/??/??)   40.295  (m)          132.20   (f) ADJUSTED    1 1
 LX1277
 LX1277.Superseded values are not recommended for survey control.
 LX1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1277.See file dsdata.txt to determine how the superseded data were derived.
 LX1277
 LX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL902714(NAD 83)
 LX1277_MARKER: DB = BENCH MARK DISK
 LX1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1277_SP_SET: DOOR SILL
 LX1277_STAMPING: A 76 1935
 LX1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1277
 LX1277  HISTORY     - Date     Condition        Report By
 LX1277  HISTORY     - 1935     MONUMENTED       CGS
 LX1277  HISTORY     - 1955     GOOD             NGS
 LX1277  HISTORY     - 1978     GOOD             NGS
 LX1277  HISTORY     - 19940406 GOOD             USPSQD
 LX1277
 LX1277                          STATION DESCRIPTION
 LX1277
 LX1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1277'AT PEEKSKILL.
 LX1277'AT PEEKSKILL, AT THE U.S. POST OFFICE, IN THE TOP OF THE SOUTHWEST
 LX1277'CORNER OF GRANITE DOOR SILL OF ENTRANCE TO POST OFFICE, 34 FEET
 LX1277'NORTH OF NORTH CURB OF SOUTH STREET, 83 FEET WEST OF WEST CURB
 LX1277'OF DEPFW STREET, 4 1/2 FEET WEST OF CENTER OF SOUTH DOORWAY
 LX1277'ENTRANCE AND ABOUT 3 FEET ABOVE LEVEL OF SIDE WALK.
 LX1277
 LX1277                          STATION RECOVERY (1978)
 LX1277
 LX1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1277'RECOVERED IN GOOD CONDITION.
 LX1277
 LX1277                          STATION RECOVERY (1994)
 LX1277
 LX1277'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1218 ***********************************************************************
 LX1218  DESIGNATION -  A 77
 LX1218  PID         -  LX1218
 LX1218  STATE/COUNTY-  NY/WESTCHESTER
 LX1218  USGS QUAD   -  WHITE PLAINS (1967)
 LX1218
 LX1218                         *CURRENT SURVEY CONTROL
 LX1218  ___________________________________________________________________
 LX1218* NAD 83(1986)-  41 03 12.     (N)    073 46 17.     (W)     SCALED    
 LX1218* NAVD 88     -        62.223  (meters)     204.14   (feet)  POSTED    
 LX1218  ___________________________________________________________________
 LX1218  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX1218  DYNAMIC HT  -          62.200 (meters)     204.07  (feet)  COMP
 LX1218  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 LX1218
 LX1218  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1218
 LX1218.The horizontal coordinates were scaled from a topographic map and have
 LX1218.an estimated accuracy of +/- 6 seconds.
 LX1218
 LX1218.The orthometric height was determined by differential leveling
 LX1218.and adjusted by the National Geodetic Survey in 1992..
 LX1218.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1218.rate of 1.1 thru 2.0 mm/km.
 LX1218
 LX1218.The geoid height was determined by GEOID03.
 LX1218
 LX1218.The dynamic height is computed by dividing the NAVD 88
 LX1218.geopotential number by the normal gravity value computed on the
 LX1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1218.degrees latitude (g = 980.6199 gals.).
 LX1218
 LX1218.The modeled gravity was interpolated from observed gravity values.
 LX1218
 LX1218;                    North         East    Units  Estimated Accuracy
 LX1218;SPC NY E     -   246,730.      211,250.      MT  (+/- 180 meters Scaled)
 LX1218
 LX1218                          SUPERSEDED SURVEY CONTROL
 LX1218
 LX1218  NGVD 29 (??/??/92)   62.517  (m)          205.11   (f) ADJ UNCH    2 0
 LX1218
 LX1218.Superseded values are not recommended for survey control.
 LX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1218.See file dsdata.txt to determine how the superseded data were derived.
 LX1218
 LX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL032454(NAD 83)
 LX1218_MARKER: DB = BENCH MARK DISK
 LX1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1218_SP_SET: VALVE ENCLOSURE
 LX1218_STAMPING: A 77 1935
 LX1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1218
 LX1218  HISTORY     - Date     Condition        Report By
 LX1218  HISTORY     - 1935     MONUMENTED       CGS
 LX1218  HISTORY     - 1975     GOOD             LOCSUR
 LX1218
 LX1218                          STATION DESCRIPTION
 LX1218
 LX1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1218'AT WHITE PLAINS.
 LX1218'AT WHITE PLAINS, WESTCHESTER COUNTY, AT THE NORTH STATION OF
 LX1218'THE NEW YORK CENTRAL RAILROAD, IN THE TOP OF THE NORTHWEST
 LX1218'CORNER OF A VALVE ENCLOSURE, 8 FEET EAST OF THE CENTER LINE
 LX1218'OF THE TRACK, 5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LX1218'OFFICE OF THE YARDMASTER, AND ABOUT 2 FEET LOWER THAN THE
 LX1218'TRACK.  A STANDARD DISK, STAMPED A 77 1935.
 LX1218
 LX1218                          STATION RECOVERY (1975)
 LX1218
 LX1218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 LX1218'DESCRIPTION MUST BE CHANGED DUE TO DEMOLITION OF YARD MASTER'S OFFICE
 LX1218'AND PORTION OF TRACK. STRIKE OUT CAUSE IN DESCRIPTION BEGINNING '8
 LX1218'FEET EAST---AND ENDING. YARDMASTER, AND INSERT, '25 FEET NORTH AND 27
 LX1218'FEET EAST OF NORTH ABUTMENT OF T.R BRIDGE OVER FISHER LANE,'
 LX1218'REMAINDER OF DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0232 ***********************************************************************
 LY0232  DESIGNATION -  A 79
 LY0232  PID         -  LY0232
 LY0232  STATE/COUNTY-  NY/SULLIVAN
 LY0232  USGS QUAD   -  WURTSBORO (1976)
 LY0232
 LY0232                         *CURRENT SURVEY CONTROL
 LY0232  ___________________________________________________________________
 LY0232* NAD 83(1986)-  41 34 34.     (N)    074 27 55.     (W)     SCALED    
 LY0232* NAVD 88     -       220.066  (meters)     722.00   (feet)  POSTED    
 LY0232  ___________________________________________________________________
 LY0232  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY0232  DYNAMIC HT  -         219.980 (meters)     721.72  (feet)  COMP
 LY0232  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 LY0232
 LY0232  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LY0232
 LY0232.The horizontal coordinates were scaled from a topographic map and have
 LY0232.an estimated accuracy of +/- 6 seconds.
 LY0232
 LY0232.The orthometric height was determined by differential leveling
 LY0232.and adjusted by the National Geodetic Survey in 1992..
 LY0232.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LY0232.rate of 0.0 thru 1.0 mm/km.
 LY0232
 LY0232.The geoid height was determined by GEOID03.
 LY0232
 LY0232.The dynamic height is computed by dividing the NAVD 88
 LY0232.geopotential number by the normal gravity value computed on the
 LY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0232.degrees latitude (g = 980.6199 gals.).
 LY0232
 LY0232.The modeled gravity was interpolated from observed gravity values.
 LY0232
 LY0232;                    North         East    Units  Estimated Accuracy
 LY0232;SPC NY E     -   304,520.      152,900.      MT  (+/- 180 meters Scaled)
 LY0232
 LY0232                          SUPERSEDED SURVEY CONTROL
 LY0232
 LY0232  NGVD 29 (??/??/92)  220.27   (m)          722.7    (f) COMPUTED    2 0
 LY0232
 LY0232.Superseded values are not recommended for survey control.
 LY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0232.See file dsdata.txt to determine how the superseded data were derived.
 LY0232
 LY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM445028(NAD 83)
 LY0232_MARKER: DB = BENCH MARK DISK
 LY0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0232_STAMPING: A 79 1935
 LY0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0232+STABILITY: SURFACE MOTION
 LY0232
 LY0232  HISTORY     - Date     Condition        Report By
 LY0232  HISTORY     - 1935     MONUMENTED       CGS
 LY0232
 LY0232                          STATION DESCRIPTION
 LY0232
 LY0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0232'AT MAMAKATING.
 LY0232'AT MAMAKATING ON N.Y.O. AND W.R.R., 175 FEET SOUTHEAST OF STATION
 LY0232'(R.R. DIRECTION), ON LINE WITH TELEGRAPH POLES, 36 FEET EAST
 LY0232'OF CENTER LINE OF NORTHBOUND TRACK, LEVEL WITH TOP OF RAIL,
 LY0232'A CONCRETE POST WITH 6 IN PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1511 ***********************************************************************
 KU1511  DESIGNATION -  A 8 USE
 KU1511  PID         -  KU1511
 KU1511  STATE/COUNTY-  NY/NASSAU
 KU1511  USGS QUAD   -  LAWRENCE (1979)
 KU1511
 KU1511                         *CURRENT SURVEY CONTROL
 KU1511  ___________________________________________________________________
 KU1511* NAD 83(1986)-  40 35 22.     (N)    073 39 54.     (W)     SCALED    
 KU1511* NAVD 88     -         2.881  (meters)       9.45   (feet)  ADJUSTED  
 KU1511  ___________________________________________________________________
 KU1511  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KU1511  DYNAMIC HT  -           2.880 (meters)       9.45  (feet)  COMP
 KU1511  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 KU1511
 KU1511  VERT ORDER  -  SECOND    CLASS 0
 KU1511
 KU1511.The horizontal coordinates were scaled from a topographic map and have
 KU1511.an estimated accuracy of +/- 6 seconds.
 KU1511
 KU1511.The orthometric height was determined by differential leveling
 KU1511.and adjusted by the National Geodetic Survey in June 1991..
 KU1511
 KU1511.The geoid height was determined by GEOID03.
 KU1511
 KU1511.The dynamic height is computed by dividing the NAVD 88
 KU1511.geopotential number by the normal gravity value computed on the
 KU1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1511.degrees latitude (g = 980.6199 gals.).
 KU1511
 KU1511.The modeled gravity was interpolated from observed gravity values.
 KU1511
 KU1511;                    North         East    Units  Estimated Accuracy
 KU1511;SPC NY L     -    47,000.      328,360.      MT  (+/- 180 meters Scaled)
 KU1511
 KU1511                          SUPERSEDED SURVEY CONTROL
 KU1511
 KU1511  NGVD 29 (??/??/92)    3.221  (m)           10.57   (f) ADJ UNCH    2 0
 KU1511
 KU1511.Superseded values are not recommended for survey control.
 KU1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1511.See file dsdata.txt to determine how the superseded data were derived.
 KU1511
 KU1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK129940(NAD 83)
 KU1511_MARKER: DD = SURVEY DISK
 KU1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1511_STAMPING: A 8 30 EL 11
 KU1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1511+STABILITY: SURFACE MOTION
 KU1511
 KU1511  HISTORY     - Date     Condition        Report By
 KU1511  HISTORY     - UNK      MONUMENTED       DOD
 KU1511  HISTORY     - 1932     GOOD             NGS
 KU1511  HISTORY     - 1950     GOOD             NGS
 KU1511
 KU1511                          STATION DESCRIPTION
 KU1511
 KU1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1511'AT LONG BEACH.
 KU1511'AT LONG BEACH, NASSAU COUNTY, ON THE LONG ISLAND RAILROAD,
 KU1511'NORTHEAST OF THE STATION, AT THE SOUTHEAST CORNER OF THE
 KU1511'RAILROAD YARDS, 9.5 FEET WEST OF THE EAST FENCE, AND 2.5 FEET
 KU1511'NORTH OF THE SOUTH FENCE.  A CORPS OF ENGINEERS, U.S. ARMY,
 KU1511'STANDARD MAP-CONTROL STATION DISK, STAMPED A 8 30 EL 11 AND SET
 KU1511'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KU1511
 KU1511                          STATION RECOVERY (1950)
 KU1511
 KU1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KU1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0891 ***********************************************************************
 LY0891  DESIGNATION -  A 80
 LY0891  PID         -  LY0891
 LY0891  STATE/COUNTY-  NY/SULLIVAN
 LY0891  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0891
 LY0891                         *CURRENT SURVEY CONTROL
 LY0891  ___________________________________________________________________
 LY0891* NAD 83(1986)-  41 55 34.     (N)    074 52 17.     (W)     SCALED    
 LY0891* NAVD 88     -       410.015  (meters)    1345.19   (feet)  POSTED    
 LY0891  ___________________________________________________________________
 LY0891  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LY0891  DYNAMIC HT  -         409.860 (meters)    1344.68  (feet)  COMP
 LY0891  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 LY0891
 LY0891  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LY0891
 LY0891.The horizontal coordinates were scaled from a topographic map and have
 LY0891.an estimated accuracy of +/- 6 seconds.
 LY0891
 LY0891.The orthometric height was determined by differential leveling
 LY0891.and adjusted by the National Geodetic Survey in 1992..
 LY0891.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LY0891.rate of 0.0 thru 1.0 mm/km.
 LY0891
 LY0891.The geoid height was determined by GEOID03.
 LY0891
 LY0891.The dynamic height is computed by dividing the NAVD 88
 LY0891.geopotential number by the normal gravity value computed on the
 LY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0891.degrees latitude (g = 980.6199 gals.).
 LY0891
 LY0891.The modeled gravity was interpolated from observed gravity values.
 LY0891
 LY0891;                    North         East    Units  Estimated Accuracy
 LY0891;SPC NY E     -   343,460.      119,200.      MT  (+/- 180 meters Scaled)
 LY0891
 LY0891                          SUPERSEDED SURVEY CONTROL
 LY0891
 LY0891  NGVD 29 (??/??/92)  410.166  (m)         1345.69   (f) ADJ UNCH    2 0
 LY0891
 LY0891.Superseded values are not recommended for survey control.
 LY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0891.See file dsdata.txt to determine how the superseded data were derived.
 LY0891
 LY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM106415(NAD 83)
 LY0891_MARKER: DB = BENCH MARK DISK
 LY0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0891_STAMPING: A 80 1935
 LY0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0891+STABILITY: SURFACE MOTION
 LY0891
 LY0891  HISTORY     - Date     Condition        Report By
 LY0891  HISTORY     - 1935     MONUMENTED       CGS
 LY0891
 LY0891                          STATION DESCRIPTION
 LY0891
 LY0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0891'2.5 MI S FROM ROSCOE.
 LY0891'ABOUT 2.5 MILES SOUTH ALONG THE NEW YORK, ONTARIO AND WESTERN
 LY0891'RAILWAY FROM THE STATION AT ROSCOE, SULLIVAN COUNTY, ABOUT 416
 LY0891'FEET SOUTH OF MILEPOST 133, 38 FEET NORTHWEST OF A ROAD CROSSING,
 LY0891'30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 36 FEET WEST OF
 LY0891'THE CENTER LINE OF THE SOUTH-BOUND TRACK, 2 FEET EAST OF THE
 LY0891'FENCE, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LY0891'STAMPED A 80 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LY0891'ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0869 ***********************************************************************
 NA0869  DESIGNATION -  A 81
 NA0869  PID         -  NA0869
 NA0869  STATE/COUNTY-  NY/SCHOHARIE
 NA0869  USGS QUAD   -  SPROUT BROOK (1943)
 NA0869
 NA0869                         *CURRENT SURVEY CONTROL
 NA0869  ___________________________________________________________________
 NA0869* NAD 83(1986)-  42 46 25.     (N)    074 37 40.     (W)     SCALED    
 NA0869* NAVD 88     -       392.263  (meters)    1286.95   (feet)  ADJUSTED  
 NA0869  ___________________________________________________________________
 NA0869  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA0869  DYNAMIC HT  -         392.137 (meters)    1286.54  (feet)  COMP
 NA0869  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 NA0869
 NA0869  VERT ORDER  -  SECOND    CLASS 0
 NA0869
 NA0869.The horizontal coordinates were scaled from a topographic map and have
 NA0869.an estimated accuracy of +/- 6 seconds.
 NA0869
 NA0869.The orthometric height was determined by differential leveling
 NA0869.and adjusted by the National Geodetic Survey in June 1991..
 NA0869
 NA0869.The geoid height was determined by GEOID03.
 NA0869
 NA0869.The dynamic height is computed by dividing the NAVD 88
 NA0869.geopotential number by the normal gravity value computed on the
 NA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0869.degrees latitude (g = 980.6199 gals.).
 NA0869
 NA0869.The modeled gravity was interpolated from observed gravity values.
 NA0869
 NA0869;                    North         East    Units  Estimated Accuracy
 NA0869;SPC NY E     -   437,530.      139,540.      MT  (+/- 180 meters Scaled)
 NA0869
 NA0869                          SUPERSEDED SURVEY CONTROL
 NA0869
 NA0869  NGVD 29 (??/??/92)  392.389  (m)         1287.36   (f) ADJ UNCH    2 0
 NA0869
 NA0869.Superseded values are not recommended for survey control.
 NA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0869.See file dsdata.txt to determine how the superseded data were derived.
 NA0869
 NA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN304357(NAD 83)
 NA0869_MARKER: DB = BENCH MARK DISK
 NA0869_SETTING: 0 = UNSPECIFIED SETTING
 NA0869_STAMPING: A 81 1935
 NA0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0869
 NA0869  HISTORY     - Date     Condition        Report By
 NA0869  HISTORY     - 1935     MONUMENTED       CGS
 NA0869  HISTORY     - 1942     GOOD             NGS
 NA0869  HISTORY     - 19900507 MARK NOT FOUND   USGS
 NA0869
 NA0869                          STATION DESCRIPTION
 NA0869
 NA0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0869'1.1 MI E FROM SHARON SPRINGS.
 NA0869'1.1 MILES EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0869'STATION AT SHARON SPRINGS, SCHOHARIE COUNTY, 0.1 MILE WEST OF
 NA0869'MILEPOST 57, 45 FEET SOUTHWEST OF A GRADE CROSSING, 33 FEET SOUTH OF
 NA0869'THE CENTERLINE OF THE TRACK, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 NA0869'ABOUT 1 FOOT ABOVE THE GROUND.
 NA0869
 NA0869                          STATION RECOVERY (1942)
 NA0869
 NA0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 NA0869'RECOVERED IN GOOD CONDITION.
 NA0869
 NA0869                          STATION RECOVERY (1990)
 NA0869
 NA0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (KDC)
 NA0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0056 ***********************************************************************
 OG0056  DESIGNATION -  A 82
 OG0056  PID         -  OG0056
 OG0056  STATE/COUNTY-  NY/ORLEANS
 OG0056  USGS QUAD   -  
 OG0056
 OG0056                         *CURRENT SURVEY CONTROL
 OG0056  ___________________________________________________________________
 OG0056* NAD 83(1986)-  43 17 17.     (N)    078 23 20.     (W)     SCALED    
 OG0056* NAVD 88     -       112.950  (meters)     370.57   (feet)  ADJUSTED  
 OG0056  ___________________________________________________________________
 OG0056  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OG0056  DYNAMIC HT  -         112.925 (meters)     370.49  (feet)  COMP
 OG0056  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 OG0056
 OG0056  VERT ORDER  -  SECOND    CLASS 0
 OG0056
 OG0056.The horizontal coordinates were scaled from a topographic map and have
 OG0056.an estimated accuracy of +/- 6 seconds.
 OG0056
 OG0056.The orthometric height was determined by differential leveling
 OG0056.and adjusted by the National Geodetic Survey in June 1991..
 OG0056
 OG0056.The geoid height was determined by GEOID03.
 OG0056
 OG0056.The dynamic height is computed by dividing the NAVD 88
 OG0056.geopotential number by the normal gravity value computed on the
 OG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0056.degrees latitude (g = 980.6199 gals.).
 OG0056
 OG0056.The modeled gravity was interpolated from observed gravity values.
 OG0056
 OG0056;                    North         East    Units  Estimated Accuracy
 OG0056;SPC NY W     -   365,190.      365,780.      MT  (+/- 180 meters Scaled)
 OG0056
 OG0056                          SUPERSEDED SURVEY CONTROL
 OG0056
 OG0056  NGVD 29 (??/??/92)  113.117  (m)          371.12   (f) ADJ UNCH    2 0
 OG0056
 OG0056.Superseded values are not recommended for survey control.
 OG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0056.See file dsdata.txt to determine how the superseded data were derived.
 OG0056
 OG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH118961(NAD 83)
 OG0056_MARKER: DB = BENCH MARK DISK
 OG0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0056_STAMPING: A 82 1935
 OG0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0056+STABILITY: SURFACE MOTION
 OG0056
 OG0056  HISTORY     - Date     Condition        Report By
 OG0056  HISTORY     - 1935     MONUMENTED       CGS
 OG0056  HISTORY     - 1972     MARK NOT FOUND   USGS
 OG0056
 OG0056                          STATION DESCRIPTION
 OG0056
 OG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OG0056'1.5 MI N FROM RIDGEWAY.
 OG0056'1.5 MILES NORTH OF RIDGEWAY ON STATE HIGHWAY 19 ON PROPERTY OF FRED
 OG0056'JOHNSON 3 FEET NORTH OF FENCE LINE BETWEEN PROPERTY OF FRED JOHNSON
 OG0056'AND HENRY HAM 25 FEET EAST OF CENTER LINE OF HIGHWAY LEVEL WITH
 OG0056'FINISHED GRADE A CAST-IN-PLACE CONCRETE POST, 6 IN. CIRCULAR TOP.
 OG0056
 OG0056                          STATION RECOVERY (1972)
 OG0056
 OG0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OG0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0568 ***********************************************************************
 NA0568  DESIGNATION -  A 83
 NA0568  PID         -  NA0568
 NA0568  STATE/COUNTY-  NY/DELAWARE
 NA0568  USGS QUAD   -  HOBART (1982)
 NA0568
 NA0568                         *CURRENT SURVEY CONTROL
 NA0568  ___________________________________________________________________
 NA0568* NAD 83(1986)-  42 21 00.     (N)    074 41 26.     (W)     SCALED    
 NA0568* NAVD 88     -       473.383  (meters)    1553.09   (feet)  ADJUSTED  
 NA0568  ___________________________________________________________________
 NA0568  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NA0568  DYNAMIC HT  -         473.213 (meters)    1552.53  (feet)  COMP
 NA0568  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 NA0568
 NA0568  VERT ORDER  -  SECOND    CLASS 0
 NA0568
 NA0568.The horizontal coordinates were scaled from a topographic map and have
 NA0568.an estimated accuracy of +/- 6 seconds.
 NA0568
 NA0568.The orthometric height was determined by differential leveling
 NA0568.and adjusted by the National Geodetic Survey in June 1991..
 NA0568
 NA0568.The geoid height was determined by GEOID03.
 NA0568
 NA0568.The dynamic height is computed by dividing the NAVD 88
 NA0568.geopotential number by the normal gravity value computed on the
 NA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0568.degrees latitude (g = 980.6199 gals.).
 NA0568
 NA0568.The modeled gravity was interpolated from observed gravity values.
 NA0568
 NA0568;                    North         East    Units  Estimated Accuracy
 NA0568;SPC NY E     -   390,490.      134,300.      MT  (+/- 180 meters Scaled)
 NA0568
 NA0568                          SUPERSEDED SURVEY CONTROL
 NA0568
 NA0568  NGVD 29 (??/??/92)  473.548  (m)         1553.63   (f) ADJ UNCH    2 0
 NA0568
 NA0568.Superseded values are not recommended for survey control.
 NA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0568.See file dsdata.txt to determine how the superseded data were derived.
 NA0568
 NA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM254886(NAD 83)
 NA0568_MARKER: DB = BENCH MARK DISK
 NA0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0568_STAMPING: A 83 1935
 NA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0568+STABILITY: SURFACE MOTION
 NA0568
 NA0568  HISTORY     - Date     Condition        Report By
 NA0568  HISTORY     - 1935     MONUMENTED       CGS
 NA0568  HISTORY     - 1942     GOOD             NGS
 NA0568
 NA0568                          STATION DESCRIPTION
 NA0568
 NA0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0568'1.7 MI NE FROM SOUTH KORTRIGHT.
 NA0568'1.7 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NA0568'STATION AT SOUTH KORTRIGHT, DELAWARE COUNTY, 390 FEET EAST OF
 NA0568'MILEPOST K 80, ABOUT 200 FEET EAST OF A DIRT-ROAD CROSSSING, 21 FEET
 NA0568'SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET NORTH OF THE CENTERLINE
 NA0568'OF THE ROAD, 30 FEET WEST OF A 30-INCH MAPLE TREE, 1 FOOT NORTH OF A
 NA0568'WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 NA0568'STANDARD DISK, STAMPED A 83 1935 AND SET IN THE TOP OF A CONCRETE
 NA0568'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0518 ***********************************************************************
 NA0518  DESIGNATION -  A 84
 NA0518  PID         -  NA0518
 NA0518  STATE/COUNTY-  NY/OTSEGO
 NA0518  USGS QUAD   -  WEST DAVENPORT (1982)
 NA0518
 NA0518                         *CURRENT SURVEY CONTROL
 NA0518  ___________________________________________________________________
 NA0518* NAD 83(1986)-  42 28 52.     (N)    074 59 29.     (W)     SCALED    
 NA0518* NAVD 88     -       339.263  (meters)    1113.07   (feet)  ADJUSTED  
 NA0518  ___________________________________________________________________
 NA0518  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0518  DYNAMIC HT  -         339.145 (meters)    1112.68  (feet)  COMP
 NA0518  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 NA0518
 NA0518  VERT ORDER  -  SECOND    CLASS 0
 NA0518
 NA0518.The horizontal coordinates were scaled from a topographic map and have
 NA0518.an estimated accuracy of +/- 6 seconds.
 NA0518
 NA0518.The orthometric height was determined by differential leveling
 NA0518.and adjusted by the National Geodetic Survey in June 1991..
 NA0518
 NA0518.The geoid height was determined by GEOID03.
 NA0518
 NA0518.The dynamic height is computed by dividing the NAVD 88
 NA0518.geopotential number by the normal gravity value computed on the
 NA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0518.degrees latitude (g = 980.6199 gals.).
 NA0518
 NA0518.The modeled gravity was interpolated from observed gravity values.
 NA0518
 NA0518;                    North         East    Units  Estimated Accuracy
 NA0518;SPC NY E     -   405,150.      109,600.      MT  (+/- 180 meters Scaled)
 NA0518
 NA0518                          SUPERSEDED SURVEY CONTROL
 NA0518
 NA0518  NGVD 29 (??/??/92)  339.386  (m)         1113.47   (f) ADJ UNCH    2 0
 NA0518
 NA0518.Superseded values are not recommended for survey control.
 NA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0518.See file dsdata.txt to determine how the superseded data were derived.
 NA0518
 NA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN007031(NAD 83)
 NA0518_MARKER: DB = BENCH MARK DISK
 NA0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0518_SP_SET: CULVERT
 NA0518_STAMPING: A 84 1935
 NA0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0518
 NA0518  HISTORY     - Date     Condition        Report By
 NA0518  HISTORY     - 1935     MONUMENTED       CGS
 NA0518
 NA0518                          STATION DESCRIPTION
 NA0518
 NA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0518'0.9 MI S FROM COLLIERS.
 NA0518'0.9 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0518'STATION AT COLLIERS, OTSEGO COUNTY, 30 FEET SOUTH OF MILEPOST A-79,
 NA0518'AT AN 8-FOOT MASONRY CULVERT, IN THE NORTH END OF THE WEST HEADWALL,
 NA0518'9 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 NA0518'THE RAIL.  A STANDARD DISK, STAMPED A 84 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0036 ***********************************************************************
 NC0036  DESIGNATION -  A 85
 NC0036  PID         -  NC0036
 NC0036  STATE/COUNTY-  NY/WYOMING
 NC0036  USGS QUAD   -  ATTICA (1978)
 NC0036
 NC0036                         *CURRENT SURVEY CONTROL
 NC0036  ___________________________________________________________________
 NC0036* NAD 83(1986)-  42 46 01.     (N)    078 19 11.     (W)     SCALED    
 NC0036* NAVD 88     -       375.890  (meters)    1233.23   (feet)  ADJUSTED  
 NC0036  ___________________________________________________________________
 NC0036  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NC0036  DYNAMIC HT  -         375.776 (meters)    1232.86  (feet)  COMP
 NC0036  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 NC0036
 NC0036  VERT ORDER  -  SECOND    CLASS 0
 NC0036
 NC0036.The horizontal coordinates were scaled from a topographic map and have
 NC0036.an estimated accuracy of +/- 6 seconds.
 NC0036
 NC0036.The orthometric height was determined by differential leveling
 NC0036.and adjusted by the National Geodetic Survey in June 1991..
 NC0036
 NC0036.The geoid height was determined by GEOID03.
 NC0036
 NC0036.The dynamic height is computed by dividing the NAVD 88
 NC0036.geopotential number by the normal gravity value computed on the
 NC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0036.degrees latitude (g = 980.6199 gals.).
 NC0036
 NC0036.The modeled gravity was interpolated from observed gravity values.
 NC0036
 NC0036;                    North         East    Units  Estimated Accuracy
 NC0036;SPC NY W     -   307,320.      371,580.      MT  (+/- 180 meters Scaled)
 NC0036
 NC0036                          SUPERSEDED SURVEY CONTROL
 NC0036
 NC0036  NGVD 29 (??/??/92)  376.036  (m)         1233.71   (f) ADJ UNCH    2 0
 NC0036
 NC0036.Superseded values are not recommended for survey control.
 NC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0036.See file dsdata.txt to determine how the superseded data were derived.
 NC0036
 NC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH192384(NAD 83)
 NC0036_MARKER: DB = BENCH MARK DISK
 NC0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0036_STAMPING: A 85 1935
 NC0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0036+STABILITY: SURFACE MOTION
 NC0036
 NC0036  HISTORY     - Date     Condition        Report By
 NC0036  HISTORY     - 1935     MONUMENTED       CGS
 NC0036
 NC0036                          STATION DESCRIPTION
 NC0036
 NC0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0036'IN VARYSBURG.
 NC0036'AT VARYSBURG AT A AND A STATION 90 FEET NORTHWEST OF INTERSECTION OF
 NC0036'US ROUTE 20 AND CENTER LINE OF A AND A TRACK 22 FEET NORTHEAST OF
 NC0036'CENTER LINE OF US ROUTE 20 33 FEET WEST OF CENTER LINE OF A AND A
 NC0036'TRACK 2 FEET ABOVE TOP OF RAIL 6 INCH PROJECTION 6 X 6 IN. PRECAST
 NC0036'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1804 ***********************************************************************
 NC1804  DESIGNATION -  A 86 RESET
 NC1804  PID         -  NC1804
 NC1804  STATE/COUNTY-  NY/ALLEGANY
 NC1804  USGS QUAD   -  ANGELICA (1978)
 NC1804
 NC1804                         *CURRENT SURVEY CONTROL
 NC1804  ___________________________________________________________________
 NC1804* NAD 83(1986)-  42 19 55.     (N)    078 06 48.     (W)     SCALED    
 NC1804* NAVD 88     -       393.83   (meters)    1292.1    (feet)  RESET     
 NC1804  ___________________________________________________________________
 NC1804  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 NC1804
 NC1804  VERT ORDER  -  THIRD
 NC1804
 NC1804.The horizontal coordinates were scaled from a topographic map and have
 NC1804.an estimated accuracy of +/- 6 seconds.
 NC1804
 NC1804.The orthometric height was computed from unverified reset data.
 NC1804.No vertical observational check was made to the station.
 NC1804
 NC1804.The geoid height was determined by GEOID03.
 NC1804
 NC1804;                    North         East    Units  Estimated Accuracy
 NC1804;SPC NY W     -   259,070.      388,730.      MT  (+/- 180 meters Scaled)
 NC1804
 NC1804                          SUPERSEDED SURVEY CONTROL
 NC1804
 NC1804  NGVD 29 (09/01/04)  393.98   (m)         1292.6    (f) RESET       3  
 NC1804
 NC1804.Superseded values are not recommended for survey control.
 NC1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1804.See file dsdata.txt to determine how the superseded data were derived.
 NC1804
 NC1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG378906(NAD 83)
 NC1804_MARKER: DV = VERTICAL CONTROL DISK
 NC1804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC1804_SP_SET: BRIDGE ABUTMENT
 NC1804_STAMPING: A 86 RESET 1991
 NC1804_MARK LOGO: NGS   
 NC1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC1804
 NC1804  HISTORY     - Date     Condition        Report By
 NC1804  HISTORY     - 1991     MONUMENTED       NYDT
 NC1804
 NC1804                          STATION DESCRIPTION
 NC1804
 NC1804'DESCRIBED BY NY DEPT OF TRANSP 1991
 NC1804'0.3 MILE (0.5 KM) SOUTH ALONG STATE HIGHWAY 19 FROM BELFAST, AT A
 NC1804'BRIDGE OVER BLACK CREEK, IN THE WESTEND OF A BRIDGE ABUTMENT, 20.0 FT
 NC1804'WEST OF CENTER OF STATE HIGHWAY 19, 134.0 FT NORTHWEST OF AND ACROSS
 NC1804'HIGHWAY 19 FROM A POWER POLE WITH TRANSFORMER, AND 102.2 FT SOUTH OF
 NC1804'EXTENDED CENTERLINE OF GLEASON HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0591 ***********************************************************************
 NC0591  DESIGNATION -  A 87
 NC0591  PID         -  NC0591
 NC0591  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0591  USGS QUAD   -  JAMESTOWN (1979)
 NC0591
 NC0591                         *CURRENT SURVEY CONTROL
 NC0591  ___________________________________________________________________
 NC0591* NAD 83(1986)-  42 00 05.     (N)    079 08 34.     (W)     SCALED    
 NC0591* NAVD 88     -       378.884  (meters)    1243.06   (feet)  ADJUSTED  
 NC0591  ___________________________________________________________________
 NC0591  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NC0591  DYNAMIC HT  -         378.738 (meters)    1242.58  (feet)  COMP
 NC0591  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 NC0591
 NC0591  VERT ORDER  -  SECOND    CLASS 0
 NC0591
 NC0591.The horizontal coordinates were scaled from a topographic map and have
 NC0591.an estimated accuracy of +/- 6 seconds.
 NC0591
 NC0591.The orthometric height was determined by differential leveling
 NC0591.and adjusted by the National Geodetic Survey in June 1991..
 NC0591
 NC0591.The geoid height was determined by GEOID03.
 NC0591
 NC0591.The dynamic height is computed by dividing the NAVD 88
 NC0591.geopotential number by the normal gravity value computed on the
 NC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0591.degrees latitude (g = 980.6199 gals.).
 NC0591
 NC0591.The modeled gravity was interpolated from observed gravity values.
 NC0591
 NC0591;                    North         East    Units  Estimated Accuracy
 NC0591;SPC NY W     -   222,400.      303,650.      MT  (+/- 180 meters Scaled)
 NC0591
 NC0591                          SUPERSEDED SURVEY CONTROL
 NC0591
 NC0591  NGVD 29 (??/??/92)  379.048  (m)         1243.59   (f) ADJ UNCH    2 0
 NC0591
 NC0591.Superseded values are not recommended for survey control.
 NC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0591.See file dsdata.txt to determine how the superseded data were derived.
 NC0591
 NC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG538515(NAD 83)
 NC0591_MARKER: DB = BENCH MARK DISK
 NC0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0591_STAMPING: A 87 1935
 NC0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0591+STABILITY: SURFACE MOTION
 NC0591
 NC0591  HISTORY     - Date     Condition        Report By
 NC0591  HISTORY     - 1935     MONUMENTED       CGS
 NC0591  HISTORY     - 1954     MARK NOT FOUND   USGS
 NC0591  HISTORY     - 19950430 MARK NOT FOUND   USPSQD
 NC0591
 NC0591                          STATION DESCRIPTION
 NC0591
 NC0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0591'IN FENTONVILLE.
 NC0591'AT FENTONVILLE ON NYC 1390 FEET SOUTH OF STATION AT A PRIVATE ROAD
 NC0591'CROSSING 660 FEET NORTH OF NY AND PA. STATE LINES 21 FEET NORTH OF
 NC0591'CENTER LINE OF ROAD 45 FEET WEST OF WEST RAIL 6 FEET BELOW TOP OF RAIL
 NC0591'PRECAST CONCRETE POST WITH 4 IN. PROJ.
 NC0591
 NC0591                          STATION RECOVERY (1954)
 NC0591
 NC0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 NC0591'MARK NOT FOUND.
 NC0591
 NC0591                          STATION RECOVERY (1995)
 NC0591
 NC0591'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0561 ***********************************************************************
 NC0561  DESIGNATION -  A 88
 NC0561  PID         -  NC0561
 NC0561  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0561  USGS QUAD   -  DUNKIRK (1979)
 NC0561
 NC0561                         *CURRENT SURVEY CONTROL
 NC0561  ___________________________________________________________________
 NC0561* NAD 83(1986)-  42 28 27.     (N)    079 19 26.     (W)     SCALED    
 NC0561* NAVD 88     -       197.847  (meters)     649.10   (feet)  ADJUSTED  
 NC0561  ___________________________________________________________________
 NC0561  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NC0561  DYNAMIC HT  -         197.784 (meters)     648.90  (feet)  COMP
 NC0561  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 NC0561
 NC0561  VERT ORDER  -  SECOND    CLASS 0
 NC0561
 NC0561.The horizontal coordinates were scaled from a topographic map and have
 NC0561.an estimated accuracy of +/- 6 seconds.
 NC0561
 NC0561.The orthometric height was determined by differential leveling
 NC0561.and adjusted by the National Geodetic Survey in November 1993..
 NC0561
 NC0561.The geoid height was determined by GEOID03.
 NC0561
 NC0561.The dynamic height is computed by dividing the NAVD 88
 NC0561.geopotential number by the normal gravity value computed on the
 NC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0561.degrees latitude (g = 980.6199 gals.).
 NC0561
 NC0561.The modeled gravity was interpolated from observed gravity values.
 NC0561
 NC0561;                    North         East    Units  Estimated Accuracy
 NC0561;SPC NY W     -   275,030.      289,110.      MT  (+/- 180 meters Scaled)
 NC0561
 NC0561                          SUPERSEDED SURVEY CONTROL
 NC0561
 NC0561  NAVD 88 (06/15/91)  197.808  (m)          648.98   (f) UNKNOWN     2 0
 NC0561  NGVD 29 (??/??/92)  197.997  (m)          649.60   (f) ADJ UNCH    2 0
 NC0561
 NC0561.Superseded values are not recommended for survey control.
 NC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0561.See file dsdata.txt to determine how the superseded data were derived.
 NC0561
 NC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH377037(NAD 83)
 NC0561_MARKER: DB = BENCH MARK DISK
 NC0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0561_SP_SET: BRIDGE
 NC0561_STAMPING: A 88 1935
 NC0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0561
 NC0561  HISTORY     - Date     Condition        Report By
 NC0561  HISTORY     - 1935     MONUMENTED       CGS
 NC0561  HISTORY     - 19990418 MARK NOT FOUND   USPSQD
 NC0561
 NC0561                          STATION DESCRIPTION
 NC0561
 NC0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0561'0.8 MI S FROM DUNKIRK.
 NC0561'0.8 MILE SOUTH OF DUNKIRK ON N.Y.C.R.R. (WARREN BRANCH) 530 FEET SOUTH
 NC0561'OF P.R.R. JUNCTION ON BRIDGE 0.98 (40-FOOT SPAN STEEL GIRDER) ON SOUTH
 NC0561'ABUTMENT, WEST SIDE 9 FEET WEST OF WEST RAIL 5 FEET BELOW TOP OF RAIL.
 NC0561
 NC0561                          STATION RECOVERY (1999)
 NC0561
 NC0561'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1504 ***********************************************************************
 KU1504  DESIGNATION -  A 88 NC
 KU1504  PID         -  KU1504
 KU1504  STATE/COUNTY-  NY/NASSAU
 KU1504  USGS QUAD   -  LAWRENCE (1979)
 KU1504
 KU1504                         *CURRENT SURVEY CONTROL
 KU1504  ___________________________________________________________________
 KU1504* NAD 83(1986)-  40 36 46.     (N)    073 38 51.     (W)     SCALED    
 KU1504* NAVD 88     -         1.966  (meters)       6.45   (feet)  ADJUSTED  
 KU1504  ___________________________________________________________________
 KU1504  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KU1504  DYNAMIC HT  -           1.965 (meters)       6.45  (feet)  COMP
 KU1504  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 KU1504
 KU1504  VERT ORDER  -  SECOND    CLASS 0
 KU1504
 KU1504.The horizontal coordinates were scaled from a topographic map and have
 KU1504.an estimated accuracy of +/- 6 seconds.
 KU1504
 KU1504.The orthometric height was determined by differential leveling
 KU1504.and adjusted by the National Geodetic Survey in June 1991..
 KU1504
 KU1504.The geoid height was determined by GEOID03.
 KU1504
 KU1504.The dynamic height is computed by dividing the NAVD 88
 KU1504.geopotential number by the normal gravity value computed on the
 KU1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1504.degrees latitude (g = 980.6199 gals.).
 KU1504
 KU1504.The modeled gravity was interpolated from observed gravity values.
 KU1504
 KU1504;                    North         East    Units  Estimated Accuracy
 KU1504;SPC NY L     -    49,600.      329,830.      MT  (+/- 180 meters Scaled)
 KU1504
 KU1504                          SUPERSEDED SURVEY CONTROL
 KU1504
 KU1504  NGVD 29 (??/??/92)    2.308  (m)            7.57   (f) ADJ UNCH    2 0
 KU1504
 KU1504.Superseded values are not recommended for survey control.
 KU1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1504.See file dsdata.txt to determine how the superseded data were derived.
 KU1504
 KU1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK144966(NAD 83)
 KU1504_MARKER: Z = SEE DESCRIPTION
 KU1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1504+STABILITY: SURFACE MOTION
 KU1504
 KU1504  HISTORY     - Date     Condition        Report By
 KU1504  HISTORY     - UNK      MONUMENTED       NY-059
 KU1504  HISTORY     - 1932     GOOD             NGS
 KU1504  HISTORY     - 1935     GOOD             NGS
 KU1504  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1504
 KU1504                          STATION DESCRIPTION
 KU1504
 KU1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1504'AT ISLAND PARK.
 KU1504'AT THE NORTH EDGE OF ISLAND PARK, NASSAU COUUNTY, 400 FEET NORTH
 KU1504'ALONG LONG BEACH ROAD FROM THE LONG ISLAND RAILROAD CROSSING,
 KU1504'27.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A
 KU1504'CROSSING-WARNING SIGN, OPPOSITE A STUCCO BUNGALOW, AND IN LINE
 KU1504'WITH A ROW OF POLES.  A COPPER PLUG, STAMPED NC BM AND SET IN
 KU1504'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU1504
 KU1504                          STATION RECOVERY (1935)
 KU1504
 KU1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1504'RECOVERED IN GOOD CONDITION.
 KU1504
 KU1504                          STATION RECOVERY (1989)
 KU1504
 KU1504'RECOVERY NOTE BY US POWER SQUADRON 1989 (PCS)
 KU1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0604 ***********************************************************************
 NC0604  DESIGNATION -  A 89
 NC0604  PID         -  NC0604
 NC0604  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0604  USGS QUAD   -  PANAMA (1976)
 NC0604
 NC0604                         *CURRENT SURVEY CONTROL
 NC0604  ___________________________________________________________________
 NC0604* NAD 83(1986)-  42 03 40.     (N)    079 23 14.     (W)     SCALED    
 NC0604* NAVD 88     -       429.346  (meters)    1408.61   (feet)  ADJUSTED  
 NC0604  ___________________________________________________________________
 NC0604  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NC0604  DYNAMIC HT  -         429.179 (meters)    1408.06  (feet)  COMP
 NC0604  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 NC0604
 NC0604  VERT ORDER  -  SECOND    CLASS 0
 NC0604
 NC0604.The horizontal coordinates were scaled from a topographic map and have
 NC0604.an estimated accuracy of +/- 6 seconds.
 NC0604
 NC0604.The orthometric height was determined by differential leveling
 NC0604.and adjusted by the National Geodetic Survey in June 1991..
 NC0604
 NC0604.The geoid height was determined by GEOID03.
 NC0604
 NC0604.The dynamic height is computed by dividing the NAVD 88
 NC0604.geopotential number by the normal gravity value computed on the
 NC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0604.degrees latitude (g = 980.6199 gals.).
 NC0604
 NC0604.The modeled gravity was interpolated from observed gravity values.
 NC0604
 NC0604;                    North         East    Units  Estimated Accuracy
 NC0604;SPC NY W     -   229,190.      283,470.      MT  (+/- 180 meters Scaled)
 NC0604
 NC0604                          SUPERSEDED SURVEY CONTROL
 NC0604
 NC0604  NGVD 29 (??/??/92)  429.497  (m)         1409.11   (f) ADJ UNCH    2 0
 NC0604
 NC0604.Superseded values are not recommended for survey control.
 NC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0604.See file dsdata.txt to determine how the superseded data were derived.
 NC0604
 NC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG334578(NAD 83)
 NC0604_MARKER: DB = BENCH MARK DISK
 NC0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0604_SP_SET: BRIDGE
 NC0604_STAMPING: A 89 1935
 NC0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0604
 NC0604  HISTORY     - Date     Condition        Report By
 NC0604  HISTORY     - 1935     MONUMENTED       CGS
 NC0604  HISTORY     - 19961110 POOR             USPSQD
 NC0604
 NC0604                          STATION DESCRIPTION
 NC0604
 NC0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0604'1.6 MI SW FROM ASHVILLE.
 NC0604'1.6 MILELS SOUTHWEST OF ASHVILLE ON ERIE R.R. 250 FEET NORTHEAST OF
 NC0604'MILE POST NO. 43 ON BRIDGE NO. 42/95 (30-FOOT CONCRETE ARCH OVER
 NC0604'SECONDARY ROAD) ON NORTH HEADWALL, WEST END 21 FEET NORTH OF NORTH
 NC0604'RAIL 9 FEET BELOW TOP OF RAIL.
 NC0604
 NC0604                          STATION RECOVERY (1996)
 NC0604
 NC0604'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0604'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1505 ***********************************************************************
 KU1505  DESIGNATION -  A 93 NC
 KU1505  PID         -  KU1505
 KU1505  STATE/COUNTY-  NY/NASSAU
 KU1505  USGS QUAD   -  LAWRENCE (1979)
 KU1505
 KU1505                         *CURRENT SURVEY CONTROL
 KU1505  ___________________________________________________________________
 KU1505* NAD 83(1986)-  40 36 07.     (N)    073 39 20.     (W)     SCALED    
 KU1505* NAVD 88     -         1.740  (meters)       5.71   (feet)  ADJUSTED  
 KU1505  ___________________________________________________________________
 KU1505  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KU1505  DYNAMIC HT  -           1.739 (meters)       5.71  (feet)  COMP
 KU1505  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 KU1505
 KU1505  VERT ORDER  -  SECOND    CLASS 0
 KU1505
 KU1505.The horizontal coordinates were scaled from a topographic map and have
 KU1505.an estimated accuracy of +/- 6 seconds.
 KU1505
 KU1505.The orthometric height was determined by differential leveling
 KU1505.and adjusted by the National Geodetic Survey in June 1991..
 KU1505
 KU1505.The geoid height was determined by GEOID03.
 KU1505
 KU1505.The dynamic height is computed by dividing the NAVD 88
 KU1505.geopotential number by the normal gravity value computed on the
 KU1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1505.degrees latitude (g = 980.6199 gals.).
 KU1505
 KU1505.The modeled gravity was interpolated from observed gravity values.
 KU1505
 KU1505;                    North         East    Units  Estimated Accuracy
 KU1505;SPC NY L     -    48,390.      329,150.      MT  (+/- 180 meters Scaled)
 KU1505
 KU1505                          SUPERSEDED SURVEY CONTROL
 KU1505
 KU1505  NGVD 29 (??/??/92)    2.082  (m)            6.83   (f) ADJ UNCH    2 0
 KU1505
 KU1505.Superseded values are not recommended for survey control.
 KU1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1505.See file dsdata.txt to determine how the superseded data were derived.
 KU1505
 KU1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK137954(NAD 83)
 KU1505_MARKER: B = BOLT
 KU1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1505_STAMPING: NC BM
 KU1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1505+STABILITY: SURFACE MOTION
 KU1505
 KU1505  HISTORY     - Date     Condition        Report By
 KU1505  HISTORY     - UNK      MONUMENTED       NY-059
 KU1505  HISTORY     - 1932     GOOD             NGS
 KU1505  HISTORY     - 1935     GOOD             NGS
 KU1505  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1505
 KU1505                          STATION DESCRIPTION
 KU1505
 KU1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1505'AT ISLAND PARK.
 KU1505'AT ISLAND PARK, NASSAU COUNTY, ON LONG BEACH ROAD, 200 FEET
 KU1505'NORTH OF THE NORTH CURB OF WARWICK ROAD (AT THE POINT WHERE
 KU1505'IT INTERSECTS LONG BEACH ROAD), 28 FEET EAST OF THE CENTERLINE
 KU1505'OF LONG BEACH ROAD, 10 FEET WEST OF A SMALL FARME BUILDING, 3
 KU1505'FEET NORTH OF POWERLINE POLE QBGE 11391, AND BETWEEN THE
 KU1505'SIDEWALK AND THE CURB.  A BRASS BOLT, STAMPED NC BM AND SET
 KU1505'IN THE TOP OF A CONCRETE POST MARKED BM 93 NC A.
 KU1505
 KU1505                          STATION RECOVERY (1935)
 KU1505
 KU1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1505'RECOVERED IN GOOD CONDITION.
 KU1505
 KU1505                          STATION RECOVERY (1989)
 KU1505
 KU1505'RECOVERY NOTE BY US POWER SQUADRON 1989 (PS)
 KU1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0997 ***********************************************************************
 NB0997  DESIGNATION -  A 94
 NB0997  PID         -  NB0997
 NB0997  STATE/COUNTY-  NY/YATES
 NB0997  USGS QUAD   -  PENN YAN (1976)
 NB0997
 NB0997                         *CURRENT SURVEY CONTROL
 NB0997  ___________________________________________________________________
 NB0997* NAD 83(1986)-  42 39 00.     (N)    077 03 42.     (W)     SCALED    
 NB0997* NAVD 88     -       224.945  (meters)     738.01   (feet)  ADJUSTED  
 NB0997  ___________________________________________________________________
 NB0997  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NB0997  DYNAMIC HT  -         224.876 (meters)     737.78  (feet)  COMP
 NB0997  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 NB0997
 NB0997  VERT ORDER  -  SECOND    CLASS 0
 NB0997
 NB0997.The horizontal coordinates were scaled from a topographic map and have
 NB0997.an estimated accuracy of +/- 6 seconds.
 NB0997
 NB0997.The orthometric height was determined by differential leveling
 NB0997.and adjusted by the National Geodetic Survey in June 1991..
 NB0997
 NB0997.The geoid height was determined by GEOID03.
 NB0997
 NB0997.The dynamic height is computed by dividing the NAVD 88
 NB0997.geopotential number by the normal gravity value computed on the
 NB0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0997.degrees latitude (g = 980.6199 gals.).
 NB0997
 NB0997.The modeled gravity was interpolated from observed gravity values.
 NB0997
 NB0997;                    North         East    Units  Estimated Accuracy
 NB0997;SPC NY C     -   294,400.      210,780.      MT  (+/- 180 meters Scaled)
 NB0997
 NB0997                          SUPERSEDED SURVEY CONTROL
 NB0997
 NB0997  NGVD 29 (??/??/92)  225.099  (m)          738.51   (f) ADJ UNCH    2 0
 NB0997
 NB0997.Superseded values are not recommended for survey control.
 NB0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0997.See file dsdata.txt to determine how the superseded data were derived.
 NB0997
 NB0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN310240(NAD 83)
 NB0997_MARKER: DB = BENCH MARK DISK
 NB0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0997_STAMPING: A 94 1935
 NB0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0997+STABILITY: SURFACE MOTION
 NB0997
 NB0997  HISTORY     - Date     Condition        Report By
 NB0997  HISTORY     - 1935     MONUMENTED       CGS
 NB0997  HISTORY     - 1964     GOOD             NGS
 NB0997  HISTORY     - 1985     GOOD             USPSQD
 NB0997  HISTORY     - 1990     GOOD             USPSQD
 NB0997
 NB0997                          STATION DESCRIPTION
 NB0997
 NB0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NB0997'AT PENN YAN.
 NB0997'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES, ON
 NB0997'LAKE STREET (ROUTE 54) 0.6 MILE SOUTHWEST OF INTERSECTION OF ROUTE
 NB0997'14-A, 58 FEET NORTHEAST OF NORTHEAST ENTRANCE TO RED JACKET PARK, 6
 NB0997'INCHES WEST OF WEST EDGE OF CONCRETE SIDEWALK ON WEST SIDE OF ROUTE
 NB0997'54.
 NB0997
 NB0997                          STATION RECOVERY (1985)
 NB0997
 NB0997'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0997'THE STATE HIGHWAY IS 54, RATHER THAN 54 AS SHOWN IN THE DESC. THE
 NB0997''PARK DRIVE' HAS BEEN ABANDONED AND THE PROPERTY IS NOW OCCUPIED BY
 NB0997'THE FINGER LAKES ASSOCIATION INC. THE MARK PROJECTING 2 INCHES ABOVE
 NB0997'GROUND. IT IS 0.5 FEET WEST OF THE WEST EDGE OF THE SIDEWALK, 23.5
 NB0997'FEET NORTH OF PYMB POLE NO. 35-1 AND 13.7 FEET WEST OF THE CURB.
 NB0997
 NB0997                          STATION RECOVERY (1990)
 NB0997
 NB0997'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1555 ***********************************************************************
 NB1555  DESIGNATION -  A 95 RESET 1982
 NB1555  PID         -  NB1555
 NB1555  STATE/COUNTY-  NY/ONTARIO
 NB1555  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1555
 NB1555                         *CURRENT SURVEY CONTROL
 NB1555  ___________________________________________________________________
 NB1555* NAD 83(1986)-  42 55 36.     (N)    077 32 20.     (W)     SCALED    
 NB1555* NAVD 88     -       241.33   (meters)     791.8    (feet)  RESET     
 NB1555  ___________________________________________________________________
 NB1555  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NB1555
 NB1555  VERT ORDER  -  THIRD
 NB1555
 NB1555.The horizontal coordinates were scaled from a topographic map and have
 NB1555.an estimated accuracy of +/- 6 seconds.
 NB1555
 NB1555.The orthometric height was computed from unverified reset data.
 NB1555.No vertical observational check was made to the station.
 NB1555
 NB1555.The geoid height was determined by GEOID03.
 NB1555
 NB1555;                    North         East    Units  Estimated Accuracy
 NB1555;SPC NY C     -   325,470.      172,000.      MT  (+/- 180 meters Scaled)
 NB1555
 NB1555                          SUPERSEDED SURVEY CONTROL
 NB1555
 NB1555  NGVD 29 (09/01/04)  241.47   (m)          792.2    (f) RESET       3  
 NB1555
 NB1555.Superseded values are not recommended for survey control.
 NB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1555.See file dsdata.txt to determine how the superseded data were derived.
 NB1555
 NB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN928557(NAD 83)
 NB1555_MARKER: DB = BENCH MARK DISK
 NB1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1555_STAMPING: A 95 RESET 1982
 NB1555_PROJECTION: FLUSH
 NB1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1555+STABILITY: SURFACE MOTION
 NB1555
 NB1555  HISTORY     - Date     Condition        Report By
 NB1555  HISTORY     - 1982     MONUMENTED       NGS
 NB1555  HISTORY     - 19951013 GOOD             USPSQD
 NB1555
 NB1555                          STATION DESCRIPTION
 NB1555
 NB1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1555'1.5 MI NORTH FROM WEST BLOOMFIELD.
 NB1555'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 NB1555'U.S. HIGHWAY 20 AND STATE HIGHWAYS 5 AND 65 IN WEST BLOOMFIELD, TO A
 NB1555'CROSSROAD WHERE HIGHWAY 65 TURNS LEFT, CONTINUE NORTH ON WEST
 NB1555'BLOOMFIELD-PITTSFORD ROAD FOR 1.3 KM (0.8 MI) TO THE MARK ON THE
 NB1555'RIGHT, JUST AFTER PASSING A BRICK HOUSE ON THE RIGHT, 30.8 METERS
 NB1555'(101.0 FT) NORTH OF THE NORTHWEST CORNER OF THE BRICK HOUSE THAT
 NB1555'BELONGS TO MR H. FANGHANEL, 24.7 METERS (81.0 FT) NORTH OF THE
 NB1555'CENTER OF THE DRIVEWAY LEADING TO THE HOUSE, AND 0.9 METER (3.0 FT)
 NB1555'EAST OF THE POWERLINE POLE NUMBER 33.
 NB1555
 NB1555                          STATION RECOVERY (1995)
 NB1555
 NB1555'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0093 ***********************************************************************
 OE0093  DESIGNATION -  A 97
 OE0093  PID         -  OE0093
 OE0093  STATE/COUNTY-  NY/HAMILTON
 OE0093  USGS QUAD   -  
 OE0093
 OE0093                         *CURRENT SURVEY CONTROL
 OE0093  ___________________________________________________________________
 OE0093* NAD 83(1986)-  43 49 23.     (N)    074 21 17.     (W)     SCALED    
 OE0093* NAVD 88     -       569.496  (meters)    1868.42   (feet)  ADJUSTED  
 OE0093  ___________________________________________________________________
 OE0093  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OE0093  DYNAMIC HT  -         569.369 (meters)    1868.00  (feet)  COMP
 OE0093  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 OE0093
 OE0093  VERT ORDER  -  SECOND    CLASS 0
 OE0093
 OE0093.The horizontal coordinates were scaled from a topographic map and have
 OE0093.an estimated accuracy of +/- 6 seconds.
 OE0093
 OE0093.The orthometric height was determined by differential leveling
 OE0093.and adjusted by the National Geodetic Survey in June 1991..
 OE0093
 OE0093.The geoid height was determined by GEOID03.
 OE0093
 OE0093.The dynamic height is computed by dividing the NAVD 88
 OE0093.geopotential number by the normal gravity value computed on the
 OE0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0093.degrees latitude (g = 980.6199 gals.).
 OE0093
 OE0093.The modeled gravity was interpolated from observed gravity values.
 OE0093
 OE0093;                    North         East    Units  Estimated Accuracy
 OE0093;SPC NY E     -   554,120.      161,690.      MT  (+/- 180 meters Scaled)
 OE0093
 OE0093                          SUPERSEDED SURVEY CONTROL
 OE0093
 OE0093  NGVD 29 (??/??/92)  569.565  (m)         1868.65   (f) ADJ UNCH    2 0
 OE0093
 OE0093.Superseded values are not recommended for survey control.
 OE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0093.See file dsdata.txt to determine how the superseded data were derived.
 OE0093
 OE0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP518524(NAD 83)
 OE0093_MARKER: DB = BENCH MARK DISK
 OE0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0093_SP_SET: CULVERT
 OE0093_STAMPING: A 97 1935
 OE0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0093
 OE0093  HISTORY     - Date     Condition        Report By
 OE0093  HISTORY     - 1935     MONUMENTED       CGS
 OE0093  HISTORY     - 1942     GOOD             NGS
 OE0093
 OE0093                          STATION DESCRIPTION
 OE0093
 OE0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0093'5.2 MI SE FROM BLUE MOUNTAIN LAKE.
 OE0093'TO REACH FROM THE INTERSECTON OF STATE HIGHWAY NO.10, AT BLUE MOUNTAIN
 OE0093'LAKE, PROCEED 5.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO.28, TO A
 OE0093'LARGE YELLOW HOUSE ON THE SOUTH SIDE OF HIGHWAY, AND SITE OF BENCH
 OE0093'MARK. BENCH MARK IS ABOUT 0.2 MILE SOUTHEAST OF FARM HOUSE.  IT IS
 OE0093'110.0 YARDS NORTHWEST OF A 2X2 FOOT CULVERT, AND 50.0 YARDS SOUTHEAST
 OE0093'OF ANOTHER 2X2 FOOT CULVERT AT CURVE IN HIGHWAY, 41.0 FEET NORTH OF
 OE0093'AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF HIGHWAY, 20.0 FEET
 OE0093'NORTHWEST OF A TELEPHONE POLE.  MONUMENT IS 2.0 FEET EAST OF A 4X4
 OE0093'INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0104 ***********************************************************************
 OE0104  DESIGNATION -  A 98
 OE0104  PID         -  OE0104
 OE0104  STATE/COUNTY-  NY/HAMILTON
 OE0104  USGS QUAD   -  
 OE0104
 OE0104                         *CURRENT SURVEY CONTROL
 OE0104  ___________________________________________________________________
 OE0104* NAD 83(1986)-  43 39 27.     (N)    074 23 06.     (W)     SCALED    
 OE0104* NAVD 88     -       519.766  (meters)    1705.27   (feet)  ADJUSTED  
 OE0104  ___________________________________________________________________
 OE0104  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 OE0104  DYNAMIC HT  -         519.637 (meters)    1704.84  (feet)  COMP
 OE0104  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OE0104
 OE0104  VERT ORDER  -  SECOND    CLASS 0
 OE0104
 OE0104.The horizontal coordinates were scaled from a topographic map and have
 OE0104.an estimated accuracy of +/- 6 seconds.
 OE0104
 OE0104.The orthometric height was determined by differential leveling
 OE0104.and adjusted by the National Geodetic Survey in June 1991..
 OE0104
 OE0104.The geoid height was determined by GEOID03.
 OE0104
 OE0104.The dynamic height is computed by dividing the NAVD 88
 OE0104.geopotential number by the normal gravity value computed on the
 OE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0104.degrees latitude (g = 980.6199 gals.).
 OE0104
 OE0104.The modeled gravity was interpolated from observed gravity values.
 OE0104
 OE0104;                    North         East    Units  Estimated Accuracy
 OE0104;SPC NY E     -   535,720.      159,280.      MT  (+/- 180 meters Scaled)
 OE0104
 OE0104                          SUPERSEDED SURVEY CONTROL
 OE0104
 OE0104  NGVD 29 (??/??/92)  519.844  (m)         1705.52   (f) ADJ UNCH    2 0
 OE0104
 OE0104.Superseded values are not recommended for survey control.
 OE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0104.See file dsdata.txt to determine how the superseded data were derived.
 OE0104
 OE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP495340(NAD 83)
 OE0104_MARKER: DB = BENCH MARK DISK
 OE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0104_STAMPING: A-98--1935
 OE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0104+STABILITY: SURFACE MOTION
 OE0104
 OE0104  HISTORY     - Date     Condition        Report By
 OE0104  HISTORY     - 1935     MONUMENTED       CGS
 OE0104
 OE0104                          STATION DESCRIPTION
 OE0104
 OE0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0104'11.2 MI SW FROM INDIAN LAKE.
 OE0104'IS LOCATED 11.2 MILES SOUTHWEST OF THE INDIAN LAKE SCHOOL BUILDING. 95
 OE0104'YDS. EAST OF ROAD BRIDGE OVER INDIAN LAKE INLET.  AT CREST OF A STEEP
 OE0104'HILL. 23 FT. NORTH OF CENTERLINE OF STATE HY. NO. 10.  TABLET SET IN
 OE0104'TOP OF CONCRETE POST 4 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0158 ***********************************************************************
 OE0158  DESIGNATION -  A 99
 OE0158  PID         -  OE0158
 OE0158  STATE/COUNTY-  NY/FULTON
 OE0158  USGS QUAD   -  NORTHVILLE (1970)
 OE0158
 OE0158                         *CURRENT SURVEY CONTROL
 OE0158  ___________________________________________________________________
 OE0158* NAD 83(1986)-  43 12 13.     (N)    074 11 01.     (W)     SCALED    
 OE0158* NAVD 88     -       241.872  (meters)     793.54   (feet)  ADJUSTED  
 OE0158  ___________________________________________________________________
 OE0158  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 OE0158  DYNAMIC HT  -         241.812 (meters)     793.34  (feet)  COMP
 OE0158  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 OE0158
 OE0158  VERT ORDER  -  SECOND    CLASS 0
 OE0158
 OE0158.The horizontal coordinates were scaled from a topographic map and have
 OE0158.an estimated accuracy of +/- 6 seconds.
 OE0158
 OE0158.The orthometric height was determined by differential leveling
 OE0158.and adjusted by the National Geodetic Survey in June 1991..
 OE0158
 OE0158.The geoid height was determined by GEOID03.
 OE0158
 OE0158.The dynamic height is computed by dividing the NAVD 88
 OE0158.geopotential number by the normal gravity value computed on the
 OE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0158.degrees latitude (g = 980.6199 gals.).
 OE0158
 OE0158.The modeled gravity was interpolated from observed gravity values.
 OE0158
 OE0158;                    North         East    Units  Estimated Accuracy
 OE0158;SPC NY E     -   485,340.      175,710.      MT  (+/- 180 meters Scaled)
 OE0158
 OE0158                          SUPERSEDED SURVEY CONTROL
 OE0158
 OE0158  NGVD 29 (??/??/92)  241.998  (m)          793.96   (f) ADJ UNCH    2 0
 OE0158
 OE0158.Superseded values are not recommended for survey control.
 OE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0158.See file dsdata.txt to determine how the superseded data were derived.
 OE0158
 OE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN663837(NAD 83)
 OE0158_MARKER: DB = BENCH MARK DISK
 OE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0158_STAMPING: A-99--1935
 OE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0158+STABILITY: SURFACE MOTION
 OE0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0158+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 OE0158
 OE0158  HISTORY     - Date     Condition        Report By
 OE0158  HISTORY     - 1935     MONUMENTED       CGS
 OE0158  HISTORY     - 20041007 GOOD             USPSQD
 OE0158
 OE0158                          STATION DESCRIPTION
 OE0158
 OE0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0158'2.3 MI S FROM NORTHVILLE.
 OE0158'IS LOCATED 2.3 MILES SOUTH OF THE MAIN STREET. AT A FOUR CORNERS.  39
 OE0158'FT. SOUTH OF CENTERLINE OF EAST-WEST ROAD.  27 FT. EAST OF CENTERLINE
 OE0158'OF NORTH-SOUTH ROAD.  115 FT. SOUTHEAST OF CENTERLINE OF STATE HY. NO.
 OE0158'30.  16 FT. SOUTH OF FENCE CORNER, IN LINE WITH FENCE. TABLET SET IN
 OE0158'TOP OF CONCRETE POST 6 IN. HIGH.
 OE0158
 OE0158                          STATION RECOVERY (2004)
 OE0158
 OE0158'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0091 ***********************************************************************
 PH0091  DESIGNATION -  A 9=972
 PH0091  PID         -  PH0091
 PH0091  STATE/COUNTY-  NY/FRANKLIN
 PH0091  USGS QUAD   -  CHATEAUGAY (1993)
 PH0091
 PH0091                         *CURRENT SURVEY CONTROL
 PH0091  ___________________________________________________________________
 PH0091* NAD 83(1986)-  44 55 25.     (N)    074 04 46.     (W)     SCALED    
 PH0091* NAVD 88     -       296.112  (meters)     971.49   (feet)  ADJUSTED  
 PH0091  ___________________________________________________________________
 PH0091  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 PH0091  DYNAMIC HT  -         296.099 (meters)     971.45  (feet)  COMP
 PH0091  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 PH0091
 PH0091  VERT ORDER  -  FIRST     CLASS I
 PH0091
 PH0091.The horizontal coordinates were scaled from a topographic map and have
 PH0091.an estimated accuracy of +/- 6 seconds.
 PH0091
 PH0091.The orthometric height was determined by differential leveling
 PH0091.and adjusted by the National Geodetic Survey in June 1991..
 PH0091
 PH0091.The geoid height was determined by GEOID03.
 PH0091
 PH0091.The dynamic height is computed by dividing the NAVD 88
 PH0091.geopotential number by the normal gravity value computed on the
 PH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0091.degrees latitude (g = 980.6199 gals.).
 PH0091
 PH0091.The modeled gravity was interpolated from observed gravity values.
 PH0091
 PH0091;                    North         East    Units  Estimated Accuracy
 PH0091;SPC NY E     -   676,470.      183,200.      MT  (+/- 180 meters Scaled)
 PH0091
 PH0091                          SUPERSEDED SURVEY CONTROL
 PH0091
 PH0091  NGVD 29 (??/??/92)  296.223  (m)          971.86   (f) ADJ UNCH    1 1
 PH0091
 PH0091.Superseded values are not recommended for survey control.
 PH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0091.See file dsdata.txt to determine how the superseded data were derived.
 PH0091
 PH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ726748(NAD 83)
 PH0091_MARKER: DD = SURVEY DISK
 PH0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0091_SP_SET: CULVERT
 PH0091_STAMPING: 972
 PH0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0091
 PH0091  HISTORY     - Date     Condition        Report By
 PH0091  HISTORY     - UNK      MONUMENTED       USGS
 PH0091  HISTORY     - 1973     GOOD             NGS
 PH0091
 PH0091                          STATION DESCRIPTION
 PH0091
 PH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0091'IN CHATEAUGAY.
 PH0091'AT CHATEAUGAY, ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 374 FROM THE
 PH0091'INTERSECTION OF U. S. HIGHWAY 11, 29 1/2 FEET EAST OF THE CENTER LINE
 PH0091'OF THE HIGHWAY (DEPOT STREET), 85 1/2 FEET SOUTH OF THE EXTENDED
 PH0091'CENTER LINE OF MONROE STREET LEADING WEST, 184.0 FEET WEST-SOUTHWEST
 PH0091'OF THE SOUTHWEST CORNER OF ABANDONED RUTLAND RAILROAD STATION, ABOUT
 PH0091'1/2 FOOT LOWER THAN THE HIGHWAY (DEPOT STREET) AND IS A USGS DISK SET
 PH0091'IN THE TOP AND 4.0 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 PH0091'HEADWALL FOR A CULVERT UNDER THE HIGHWAY.  NOTE-- THE CULVERT IS
 PH0091'CRACKED AND SHOWS SIGNS OF DETERIORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0239 ***********************************************************************
 PJ0239  DESIGNATION -  A IWC
 PJ0239  PID         -  PJ0239
 PJ0239  STATE/COUNTY-  NY/JEFFERSON
 PJ0239  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0239
 PJ0239                         *CURRENT SURVEY CONTROL
 PJ0239  ___________________________________________________________________
 PJ0239* NAD 83(1996)-  44 21 03.51641(N)    076 00 42.85832(W)     ADJUSTED  
 PJ0239* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PJ0239  ___________________________________________________________________
 PJ0239  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 PJ0239  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PJ0239
 PJ0239  HORZ ORDER  -  THIRD
 PJ0239
 PJ0239.The horizontal coordinates were established by classical geodetic methods
 PJ0239.and adjusted by the National Geodetic Survey in January 1999..
 PJ0239.No horizontal observational check was made to the station.
 PJ0239
 PJ0239.The orthometric height was scaled from a topographic map.
 PJ0239
 PJ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0239
 PJ0239.The geoid height was determined by GEOID03.
 PJ0239
 PJ0239;                    North         East     Units Scale Factor Converg.
 PJ0239;SPC NY C     -   483,420.969   295,558.213   MT  0.99996302   +0 23 58.1
 PJ0239;SPC NY C     - 1,586,023.63    969,677.24   sFT  0.99996302   +0 23 58.1
 PJ0239;UTM  18      - 4,911,354.133   419,351.086   MT  0.99967999   -0 42 26.7
 PJ0239
 PJ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0239!SPC NY C     -   0.99999461  x   0.99996302  =   0.99995763
 PJ0239!UTM  18      -   0.99999461  x   0.99967999  =   0.99967460
 PJ0239
 PJ0239                          SUPERSEDED SURVEY CONTROL
 PJ0239
 PJ0239  NAD 83(1986)-  44 21 03.51999(N)    076 00 42.85782(W) AD(       ) 3
 PJ0239  NAD 27      -  44 21 03.37956(N)    076 00 44.03199(W) AD(       ) 3
 PJ0239
 PJ0239.Superseded values are not recommended for survey control.
 PJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0239.See file dsdata.txt to determine how the superseded data were derived.
 PJ0239
 PJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1935111354(NAD 83)
 PJ0239_MARKER: N = NAIL
 PJ0239_SETTING: 0 = UNSPECIFIED SETTING
 PJ0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0239
 PJ0239  HISTORY     - Date     Condition        Report By
 PJ0239  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0239
 PJ0239                          STATION DESCRIPTION
 PJ0239
 PJ0239'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0239'ORIGINAL TEXT NOT AVAILABLE.  SEE DESCRIPTION FOR---A SUB IBC---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1061 ***********************************************************************
 PG1061  DESIGNATION -  A NYDT
 PG1061  PID         -  PG1061
 PG1061  STATE/COUNTY-  NY/CLINTON
 PG1061  USGS QUAD   -  MOOERS (1966)
 PG1061
 PG1061                         *CURRENT SURVEY CONTROL
 PG1061  ___________________________________________________________________
 PG1061* NAD 83(1986)-  44 58 35.     (N)    073 30 19.     (W)     SCALED    
 PG1061* NAVD 88     -        66.494  (meters)     218.16   (feet)  ADJUSTED  
 PG1061  ___________________________________________________________________
 PG1061  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 PG1061  DYNAMIC HT  -          66.493 (meters)     218.15  (feet)  COMP
 PG1061  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 PG1061
 PG1061  VERT ORDER  -  FIRST     CLASS I
 PG1061
 PG1061.The horizontal coordinates were scaled from a topographic map and have
 PG1061.an estimated accuracy of +/- 6 seconds.
 PG1061
 PG1061.The orthometric height was determined by differential leveling
 PG1061.and adjusted by the National Geodetic Survey in June 1991..
 PG1061
 PG1061.The geoid height was determined by GEOID03.
 PG1061
 PG1061.The dynamic height is computed by dividing the NAVD 88
 PG1061.geopotential number by the normal gravity value computed on the
 PG1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1061.degrees latitude (g = 980.6199 gals.).
 PG1061
 PG1061.The modeled gravity was interpolated from observed gravity values.
 PG1061
 PG1061;                    North         East    Units  Estimated Accuracy
 PG1061;SPC NY E     -   682,730.      228,460.      MT  (+/- 180 meters Scaled)
 PG1061
 PG1061                          SUPERSEDED SURVEY CONTROL
 PG1061
 PG1061  NGVD 29 (??/??/92)   66.626  (m)          218.59   (f) ADJ UNCH    1 1
 PG1061
 PG1061.Superseded values are not recommended for survey control.
 PG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1061.See file dsdata.txt to determine how the superseded data were derived.
 PG1061
 PG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ178814(NAD 83)
 PG1061_MARKER: DD = SURVEY DISK
 PG1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1061_STAMPING: A
 PG1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1061+STABILITY: SURFACE MOTION
 PG1061
 PG1061  HISTORY     - Date     Condition        Report By
 PG1061  HISTORY     - UNK      MONUMENTED       NYDT
 PG1061  HISTORY     - 1973     GOOD             NGS
 PG1061
 PG1061                          STATION DESCRIPTION
 PG1061
 PG1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1061'3.35 MI SW FROM CHAMPLAIN.
 PG1061'ABOUT 0.6 MILE SOUTHWEST ALONG CHURCH STREET FROM THE POST OFFICE AT
 PG1061'CHAMPLAIN, THENCE ABOUT 2.75 MILES WEST ALONG U.S. HIGHWAY 11, 142
 PG1061'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF HIGHWAY 11 AND
 PG1061'CREEK ROAD, 88 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 105
 PG1061'FEET WEST OF THE CENTER LINE OF CREEK ROAD, 10.8 FEET SOUTH OF A
 PG1061'HIGHWAY RIGHT-OF-WAY MARKER POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY
 PG1061'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0238 ***********************************************************************
 PJ0238  DESIGNATION -  A SUB IBC
 PJ0238  PID         -  PJ0238
 PJ0238  STATE/COUNTY-  NY/JEFFERSON
 PJ0238  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0238
 PJ0238                         *CURRENT SURVEY CONTROL
 PJ0238  ___________________________________________________________________
 PJ0238* NAD 83(1996)-  44 21 03.54285(N)    076 00 42.81433(W)     ADJUSTED  
 PJ0238* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PJ0238  ___________________________________________________________________
 PJ0238  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 PJ0238  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PJ0238
 PJ0238  HORZ ORDER  -  THIRD
 PJ0238
 PJ0238.The horizontal coordinates were established by classical geodetic methods
 PJ0238.and adjusted by the National Geodetic Survey in January 1999..
 PJ0238
 PJ0238.The orthometric height was scaled from a topographic map.
 PJ0238
 PJ0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0238
 PJ0238.The geoid height was determined by GEOID03.
 PJ0238
 PJ0238;                    North         East     Units Scale Factor Converg.
 PJ0238;SPC NY C     -   483,421.792   295,559.182   MT  0.99996302   +0 23 58.1
 PJ0238;SPC NY C     - 1,586,026.33    969,680.42   sFT  0.99996302   +0 23 58.1
 PJ0238;UTM  18      - 4,911,354.937   419,352.070   MT  0.99967999   -0 42 26.7
 PJ0238
 PJ0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0238!SPC NY C     -   0.99999461  x   0.99996302  =   0.99995763
 PJ0238!UTM  18      -   0.99999461  x   0.99967999  =   0.99967460
 PJ0238
 PJ0238:                Primary Azimuth Mark                     Grid Az
 PJ0238:SPC NY C     -  LINDOE IS CHANNEL LIGHT IBC              100 13 34.6
 PJ0238:UTM  18      -  LINDOE IS CHANNEL LIGHT IBC              101 19 59.4
 PJ0238
 PJ0238|---------------------------------------------------------------------|
 PJ0238| PID    Reference Object                     Distance      Geod. Az  |
 PJ0238|                                                           dddmmss.s |
 PJ0238| PJ0211 LINDOE IS CHANNEL LIGHT IBC         APPROX. 0.6 KM 1003732.7 |
 PJ0238| PJ0210 B IWC                               APPROX. 0.7 KM 1060654.4 |
 PJ0238| PJ0240 N IWC                               353.455 METERS 20549     |
 PJ0238| PJ0239 A IWC                                 1.271 METERS 23003     |
 PJ0238|---------------------------------------------------------------------|
 PJ0238
 PJ0238                          SUPERSEDED SURVEY CONTROL
 PJ0238
 PJ0238  NAD 83(1986)-  44 21 03.54644(N)    076 00 42.81383(W) AD(       ) 3
 PJ0238  NAD 27      -  44 21 03.40600(N)    076 00 43.98800(W) AD(       ) 3
 PJ0238
 PJ0238.Superseded values are not recommended for survey control.
 PJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0238.See file dsdata.txt to determine how the superseded data were derived.
 PJ0238
 PJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1935211355(NAD 83)
 PJ0238_MARKER: DD = SURVEY DISK
 PJ0238_SETTING: 0 = UNSPECIFIED SETTING
 PJ0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0238
 PJ0238  HISTORY     - Date     Condition        Report By
 PJ0238  HISTORY     - 1940     MONUMENTED       IBC
 PJ0238  HISTORY     - 1957     GOOD             IBC
 PJ0238
 PJ0238                          STATION DESCRIPTION
 PJ0238
 PJ0238'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PJ0238'ON THE EXTREME SOUTH POINT OF SMALL ISLAND LYING JUST OFF THE
 PJ0238'SOUTHWEST END IS NORTH OF HIGH WATER MARK AND 2 FEET ABOVE ITS LEVEL.
 PJ0238'
 PJ0238'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0238'DISK STATION MARK COUNTERSUNK AND CEMENTED IN SOLID ROCK.  THE
 PJ0238'ORIGINAL IWC STATION MARK WAS RECOVERED.  A 20D NAIL DRIVEN IN A
 PJ0238'CREVICE IN THE ROCK LEDGE.  THE LOCATION OF THIS MARK WAS TOO
 PJ0238'UNSTABLE TO HOLD A BRONZE DISK STATION MARK AND THEREFORE A SUB
 PJ0238'STATION WAS ESTABLISHED.
 PJ0238'
 PJ0238'THE ORIGINAL STATION MARK WAS NOT DISTURBED BUT WAS REINFORCED BY
 PJ0238'FILLING THE CREVICE AROUND THE NAIL WITH CEMENT.  THE ORIGINAL
 PJ0238'STATION MARK IS 4.17 FEET WOUTHWEST OF THE BRONZE DISK MARKING THE
 PJ0238'SUB STATION.
 PJ0238
 PJ0238                          STATION RECOVERY (1957)
 PJ0238
 PJ0238'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0238'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2176 ***********************************************************************
 NA2176  DESIGNATION -  A1 E A
 NA2176  PID         -  NA2176
 NA2176  STATE/COUNTY-  NY/DELAWARE
 NA2176  USGS QUAD   -  UNADILLA (1982)
 NA2176
 NA2176                         *CURRENT SURVEY CONTROL
 NA2176  ___________________________________________________________________
 NA2176* NAD 83(1996)-  42 20 44.33897(N)    075 16 00.22779(W)     ADJUSTED  
 NA2176* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 NA2176  ___________________________________________________________________
 NA2176  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 NA2176  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NA2176
 NA2176  HORZ ORDER  -  SECOND
 NA2176
 NA2176.The horizontal coordinates were established by classical geodetic methods
 NA2176.and adjusted by the National Geodetic Survey in January 1999..
 NA2176
 NA2176.The orthometric height was scaled from a topographic map.
 NA2176
 NA2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2176
 NA2176.The geoid height was determined by GEOID03.
 NA2176
 NA2176;                    North         East     Units Scale Factor Converg.
 NA2176;SPC NY E     -   390,274.550    86,826.917   MT  0.99994909   -0 30 59.4
 NA2176;SPC NY E     - 1,280,425.75    284,864.64   sFT  0.99994909   -0 30 59.4
 NA2176;UTM  18      - 4,688,188.924   478,030.002   MT  0.99960594   -0 10 46.8
 NA2176
 NA2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2176!SPC NY E     -   0.99994091  x   0.99994909  =   0.99989000
 NA2176!UTM  18      -   0.99994091  x   0.99960594  =   0.99954687
 NA2176
 NA2176:                Primary Azimuth Mark                     Grid Az
 NA2176:SPC NY E     -  A1 E A AZ MK                             032 14 42.3
 NA2176:UTM  18      -  A1 E A AZ MK                             031 54 29.7
 NA2176
 NA2176|---------------------------------------------------------------------|
 NA2176| PID    Reference Object                     Distance      Geod. Az  |
 NA2176|                                                           dddmmss.s |
 NA2176| CZ7384 A1 E A AZ MK                                       0314342.9 |
 NA2176|---------------------------------------------------------------------|
 NA2176
 NA2176                          SUPERSEDED SURVEY CONTROL
 NA2176
 NA2176  NAD 83(1986)-  42 20 44.34402(N)    075 16 00.22898(W) AD(       ) 2
 NA2176  NAD 27      -  42 20 44.04948(N)    075 16 01.60745(W) AD(       ) 2
 NA2176
 NA2176.Superseded values are not recommended for survey control.
 NA2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2176.See file dsdata.txt to determine how the superseded data were derived.
 NA2176
 NA2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM7803088189(NAD 83)
 NA2176_MARKER: Z = SEE DESCRIPTION
 NA2176_SETTING: 0 = UNSPECIFIED SETTING
 NA2176
 NA2176  HISTORY     - Date     Condition        Report By
 NA2176  HISTORY     - 1970     MONUMENTED       NYDT
 NA2176
 NA2176                          STATION DESCRIPTION
 NA2176
 NA2176'DESCRIBED BY NY DEPT OF TRANSP 1970 (EA)
 NA2176'THE STATION IS A PRICK PUNCH HOLE IN THE CENTER TOP OF A CAP
 NA2176'ON A 5/8 IN RE-ROD SET FLUSH WITH THE GROUND ABOUT IN THE
 NA2176'CENTER OF A HEDGEROW.
 NA2176'
 NA2176'IT IS 10.34 FT NNW OF 7 IN ASPEN TREE, 9.14 FT N OF A 14 IN
 NA2176'CHERRY TREE, 5.83 FT SSE OF A 4 IN ASPEN TREE, 4.1 FT S OF A
 NA2176'YELLOW AND BLUE WITNESS POST.
 NA2176'
 NA2176'TO REACH THE STATION FROM UNATEGO CENTRAL SCHOOL IN UNADILLA,
 NA2176'NEW YORK, PROCEED 0.55 MI. NORTH ON N.Y. ROUTE 7 TO N.Y. ROUTES
 NA2176'7B AND 357.  TURN RIGHT ON 7B AND 357 FOR 0.55 MILES TO A
 NA2176'BLACKTOP ROAD LEFT (NE), TURN AND PROCEED 2.50 MILES TO A HEDGEROW
 NA2176'SE.  WALK SE ALONG HEDGEROW ABOUT 900 FT TO THE STATION.
 NA2176'
 NA2176'THE AZIMUTH MARK IS A PRICK PUNCH HOLE IN THE TOP CENTER OF
 NA2176'A CAP ON A 5/8 IN RE-ROD SET 0.1 FT ABOVE GROUND.
 NA2176'
 NA2176'IT IS 24.93 FT N OF N AND DISK IN POLE L2100, 8.50 FT OF N AND DISK
 NA2176'IN FENCE POST, 7.04 FT NNW OF N AND DISK IN FENCE POST, 3.0 FT
 NA2176'SSE OF YELLOW AND BLUE WITNESS POST SET IN FENCE.
 NA2176'
 NA2176'TO REACH THE AZIMUTH MARK FROM STATION AL (E AND A) PROCEED NE ON
 NA2176'BLACKTOP ROAD 0.55 MI. TO A T-ROAD.  TURN RIGHT AND PROCEED 0.02
 NA2176'MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1030 ***********************************************************************
 LY1030  DESIGNATION -  AA 142
 LY1030  PID         -  LY1030
 LY1030  STATE/COUNTY-  NY/SULLIVAN
 LY1030  USGS QUAD   -  NARROWSBURG (1997)
 LY1030
 LY1030                         *CURRENT SURVEY CONTROL
 LY1030  ___________________________________________________________________
 LY1030* NAD 83(1986)-  41 36 48.     (N)    075 03 27.     (W)     SCALED    
 LY1030* NAVD 88     -       221.451  (meters)     726.54   (feet)  ADJUSTED  
 LY1030  ___________________________________________________________________
 LY1030  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LY1030  DYNAMIC HT  -         221.364 (meters)     726.26  (feet)  COMP
 LY1030  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 LY1030
 LY1030  VERT ORDER  -  FIRST     CLASS II
 LY1030
 LY1030.The horizontal coordinates were scaled from a topographic map and have
 LY1030.an estimated accuracy of +/- 6 seconds.
 LY1030
 LY1030.The orthometric height was determined by differential leveling
 LY1030.and adjusted by the National Geodetic Survey in June 1991..
 LY1030
 LY1030.The geoid height was determined by GEOID03.
 LY1030
 LY1030.The dynamic height is computed by dividing the NAVD 88
 LY1030.geopotential number by the normal gravity value computed on the
 LY1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1030.degrees latitude (g = 980.6199 gals.).
 LY1030
 LY1030.The modeled gravity was interpolated from observed gravity values.
 LY1030
 LY1030;                    North         East    Units  Estimated Accuracy
 LY1030;SPC NY E     -   308,810.      103,540.      MT  (+/- 180 meters Scaled)
 LY1030
 LY1030                          SUPERSEDED SURVEY CONTROL
 LY1030
 LY1030  NGVD 29 (??/??/92)  221.618  (m)          727.09   (f) ADJ UNCH    1 2
 LY1030
 LY1030.Superseded values are not recommended for survey control.
 LY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1030.See file dsdata.txt to determine how the superseded data were derived.
 LY1030
 LY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM952068(NAD 83)
 LY1030_MARKER: DB = BENCH MARK DISK
 LY1030_SETTING: 80 = SET IN A BOULDER
 LY1030_SP_SET: BOULDER
 LY1030_STAMPING: AA 142 1941
 LY1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1030+STABILITY: SURFACE MOTION
 LY1030
 LY1030  HISTORY     - Date     Condition        Report By
 LY1030  HISTORY     - 1941     MONUMENTED       CGS
 LY1030  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY1030
 LY1030                          STATION DESCRIPTION
 LY1030
 LY1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1030'0.6 MI N FROM NARROWSBURG.
 LY1030'0.6 MILE NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY1030'NARROWSBURG, SULLIVAN COUNTY, ABOUT 0.1 MILE NORTH OF MILEPOST
 LY1030'122, 12 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK,
 LY1030'IN A LARGE BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A
 LY1030'STANDARD DISK, STAMPED AA 142 1941.
 LY1030
 LY1030                          STATION RECOVERY (1982)
 LY1030
 LY1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1030'SEARCHED FOR AND NOT RECOVERED, NO LARGE BOULDER FOUND AT THE
 LY1030'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5331 ***********************************************************************
 LX5331  DESIGNATION -  AA MG OP 2
 LX5331  PID         -  LX5331
 LX5331  STATE/COUNTY-  NY/SUFFOLK
 LX5331  USGS QUAD   -  NEW LONDON (1984)
 LX5331
 LX5331                         *CURRENT SURVEY CONTROL
 LX5331  ___________________________________________________________________
 LX5331* NAD 83(1996)-  41 15 02.64747(N)    072 01 55.52899(W)     ADJUSTED  
 LX5331* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5331  ___________________________________________________________________
 LX5331  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 LX5331  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX5331
 LX5331  HORZ ORDER  -  SECOND
 LX5331
 LX5331.This mark is at Elizabeth Field Airport (0B8)
 LX5331
 LX5331.The horizontal coordinates were established by classical geodetic methods
 LX5331.and adjusted by the National Geodetic Survey in January 1999..
 LX5331
 LX5331.The orthometric height was scaled from a topographic map.
 LX5331
 LX5331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5331
 LX5331.The geoid height was determined by GEOID03.
 LX5331
 LX5331;                    North         East     Units Scale Factor Converg.
 LX5331;SPC NY L     -   122,238.208   464,930.631   MT  1.00001931   +1 17 13.8
 LX5331;SPC NY L     -   401,043.19  1,525,359.91   sFT  1.00001931   +1 17 13.8
 LX5331;SPC CT       -   199,005.744   364,971.530   MT  0.99999527   +0 28 33.7
 LX5331;SPC CT       -   652,904.68  1,197,410.76   sFT  0.99999527   +0 28 33.7
 LX5331;UTM  18      - 4,570,840.348   748,672.068   MT  1.00036111   +1 57 28.5
 LX5331;UTM  19      - 4,571,026.199   245,949.597   MT  1.00039439   -2 00 01.1
 LX5331
 LX5331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5331!SPC NY L     -   1.00000488  x   1.00001931  =   1.00002419
 LX5331!SPC CT       -   1.00000488  x   0.99999527  =   1.00000015
 LX5331!UTM  18      -   1.00000488  x   1.00036111  =   1.00036599
 LX5331!UTM  19      -   1.00000488  x   1.00039439  =   1.00039927
 LX5331
 LX5331                          SUPERSEDED SURVEY CONTROL
 LX5331
 LX5331  NAD 83(1996)-  41 15 02.64753(N)    072 01 55.52906(W) AD(       ) 2
 LX5331  NAD 83(1992)-  41 15 02.64628(N)    072 01 55.52839(W) AD(       ) 2
 LX5331  NAD 83(1986)-  41 15 02.64750(N)    072 01 55.53382(W) AD(       ) 2
 LX5331  NAD 27      -  41 15 02.29000(N)    072 01 57.26800(W) AD(       ) 2
 LX5331
 LX5331.Superseded values are not recommended for survey control.
 LX5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5331.See file dsdata.txt to determine how the superseded data were derived.
 LX5331
 LX5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4867270840(NAD 83)
 LX5331_MARKER: Z = SEE DESCRIPTION
 LX5331_SETTING: 0 = UNSPECIFIED SETTING
 LX5331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5331
 LX5331  HISTORY     - Date     Condition        Report By
 LX5331  HISTORY     - 1940     MONUMENTED       CGS
 LX5331  HISTORY     - 1943     MARK NOT FOUND   CGS
 LX5331
 LX5331                          STATION DESCRIPTION
 LX5331
 LX5331'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5331'STATION IS ON FISHERS ISLAND, ABOUT 1.3 MI. E-SE OF THE ARMY DOCKS
 LX5331'AT FORT WRIGHT, AND ABOUT 0.3 MI. E-SE OF MT. PROSPECT.  IT IS
 LX5331'AN INSTRUMENT PEDESTAL AND IS IN A 4-IN. IRON PIPE WHICH PROJECTS
 LX5331'ABOUT 4.3 FT. ABOVE THE GROUND.  A HOLE IN A BRASS PLUG UNDER
 LX5331'THE SCREW CAP ON THE TOP MARKS THE STATION.  IT IS 18 FT. E OF A
 LX5331'SIMILAR PEDESTAL, AND 18 FT. BACK OF THE TOP OF THE BLUFF
 LX5331'OVERLOOKING BLOCK ISLAND SOUND.
 LX5331'
 LX5331'REFERENCE MARK 1 IS 36.41 FT. E-NE OF THE STATION, AND SEVERAL
 LX5331'FT. LOWER.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED AA
 LX5331'OP 2 NO 1 1940 AND SET IN A DRILL HOLE IN A 4- BY 6-FT. BOULDER
 LX5331'PROJECTING ABOUT 5 FT. ABOVE GROUND.
 LX5331'
 LX5331'REFERENCE MARK 2 IS 54.03 FT. N-NW OF THE STATION, AND SEVERAL
 LX5331'FT. LOWER.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED AA
 LX5331'OP 2 1940 AND SET IN A DRILL HOLE IN THE TOP OF A 6- BY
 LX5331'6-FT. BOULDER PROJECTING ABOUT 5 FT. ABOVE GROUND.
 LX5331'
 LX5331'MEASUREMENTS TO BOTH REFERENCE MARKS ARE FROM THE TOP OF THE
 LX5331'PEDESTAL.
 LX5331'
 LX5331'RACE POINT LIGHTHOUSE IS A GOOD AZIMUTH MARK FOR THIS STATION,
 LX5331'AND THE FINIAL ON THE LIGHT WAS OBSERVED UPON.  IT IS ABOUT 2.4
 LX5331'MI. W-SW OF THE STATION.
 LX5331'
 LX5331'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LX5331'DRIVE S AND E ON THE MAIN PAVED ROAD FOR 0.9 MI. TO A PRIVATE
 LX5331'GATE HAVING A WATCHMANS BOOTH ON THE RIGHT, 30 FT. INSIDE THE
 LX5331'GATE TAKE THE SAND ROAD TO THE RIGHT AND DRIVE 0.25 MI., THEN
 LX5331'TURN LEFT AT A FORK AND GO UPHILL AND DRIVE 0.2 MI. TO THE
 LX5331'STATION AT THE POINT ON THE TOP OF THE BLUFF.
 LX5331'
 LX5331'A 4-FT. STAND WILL SEE 4-FT. STANDS AT STATIONS AA OP 3 AND
 LX5331'MT. PROSPECT 3, AND BOTH OF THESE STATIONS ARE GOOD AZIMUTH MARKS
 LX5331'FOR THIS STATION.  A 4-FT. STAND WILL SEE A 20-FT. STAND AT
 LX5331'STATION NORTH HILL.
 LX5331
 LX5331                          STATION RECOVERY (1943)
 LX5331
 LX5331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5331'STATION NO LONGER EXISTS.  A WOODEN OBSERVATION SHACK HAS BEEN
 LX5331'BUILT ON THE SITE.  THE TWO REFERENCE MARKS WERE CHISELED OUT OF
 LX5331'THE BOULDERS AND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5335 ***********************************************************************
 LX5335  DESIGNATION -  AA OP 1 FIXED
 LX5335  PID         -  LX5335
 LX5335  STATE/COUNTY-  NY/SUFFOLK
 LX5335  USGS QUAD   -  NEW LONDON (1984)
 LX5335
 LX5335                         *CURRENT SURVEY CONTROL
 LX5335  ___________________________________________________________________
 LX5335* NAD 83(1996)-  41 15 20.95617(N)    072 01 24.22230(W)     ADJUSTED  
 LX5335* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5335  ___________________________________________________________________
 LX5335  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LX5335  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5335
 LX5335  HORZ ORDER  -  SECOND
 LX5335
 LX5335.This mark is at Elizabeth Field Airport (0B8)
 LX5335
 LX5335.The horizontal coordinates were established by classical geodetic methods
 LX5335.and adjusted by the National Geodetic Survey in January 1999..
 LX5335
 LX5335.The orthometric height was scaled from a topographic map.
 LX5335
 LX5335.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5335
 LX5335.The geoid height was determined by GEOID03.
 LX5335
 LX5335;                    North         East     Units Scale Factor Converg.
 LX5335;SPC NY L     -   122,819.303   465,646.602   MT  1.00001993   +1 17 34.3
 LX5335;SPC NY L     -   402,949.66  1,527,708.89   sFT  1.00001993   +1 17 34.3
 LX5335;SPC CT       -   199,576.631   365,695.637   MT  0.99999483   +0 28 54.4
 LX5335;SPC CT       -   654,777.66  1,199,786.44   sFT  0.99999483   +0 28 54.4
 LX5335;UTM  18      - 4,571,429.988   749,381.430   MT  1.00036546   +1 57 49.9
 LX5335;UTM  19      - 4,571,565.479   246,697.992   MT  1.00038972   -1 59 41.1
 LX5335
 LX5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5335!SPC NY L     -   1.00000456  x   1.00001993  =   1.00002449
 LX5335!SPC CT       -   1.00000456  x   0.99999483  =   0.99999939
 LX5335!UTM  18      -   1.00000456  x   1.00036546  =   1.00037002
 LX5335!UTM  19      -   1.00000456  x   1.00038972  =   1.00039428
 LX5335
 LX5335                          SUPERSEDED SURVEY CONTROL
 LX5335
 LX5335  NAD 83(1996)-  41 15 20.95621(N)    072 01 24.22236(W) AD(       ) 2
 LX5335  NAD 83(1992)-  41 15 20.95491(N)    072 01 24.22163(W) AD(       ) 2
 LX5335  NAD 83(1986)-  41 15 20.95614(N)    072 01 24.22707(W) AD(       ) 2
 LX5335  NAD 27      -  41 15 20.59900(N)    072 01 25.96200(W) AD(       ) 2
 LX5335
 LX5335.Superseded values are not recommended for survey control.
 LX5335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5335.See file dsdata.txt to determine how the superseded data were derived.
 LX5335
 LX5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4938171430(NAD 83)
 LX5335_MARKER: Z = SEE DESCRIPTION
 LX5335_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX5335+WITH SETTING: PAVEMENT
 LX5335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5335+STABILITY: SURFACE MOTION
 LX5335
 LX5335  HISTORY     - Date     Condition        Report By
 LX5335  HISTORY     - 1940     MONUMENTED       CGS
 LX5335  HISTORY     - 1954     GOOD             CGS
 LX5335
 LX5335                          STATION DESCRIPTION
 LX5335
 LX5335'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5335'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5335'ON FISHERS ISLAND, AND IS THE APPROXIMATE CENTER OF AN
 LX5335'8-FT. SQUARE CONCRETE SLAB OVER WHICH STANDS A MOVABLE SHACK
 LX5335'ON TRACKS, NEAR THE NE END OF THE PARADE GROUNDS.  STATION IS
 LX5335'MARKED BY A PUNCH HOLE IN A 1-IN. BRASS RIVET SET IN A DRILL
 LX5335'HOLE FLUSH WITH THE SURFACE OF THE SLAB.  IT WAS LOCATED BY
 LX5335'TRAVERSE FROM STATION EAST BASE OFFSET.
 LX5335'
 LX5335'THIS IS A TRAVERSE STATION.
 LX5335
 LX5335                          STATION RECOVERY (1954)
 LX5335
 LX5335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5335'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 LX5335'DESCRIPTION FOLLOWS--
 LX5335'
 LX5335'STATION IS LOCATED IN FORT WRIGHT, FISHER ISLAND, IN THE
 LX5335'EASTERLY PART OF THE RESERVATION, APPROXIMATELY 200 FT. SE OF
 LX5335'THE BLIMP HANGAR, ON RANGE BETWEEN THE SE CORNER AND THE NW
 LX5335'CORNER OF TWO SHEET METAL BUILDINGS USED AS WORK SHOPS,
 LX5335'APPROXIMATELY 60 FT. SE OF THE BUILDING TO THE NW AND 140
 LX5335'FT. NW OF THE BUILDING TO THE SE.  IT IS ON THE SIDE OF A HILL,
 LX5335'APPROXIMATELY 5 FT. ABOVE THE LEVEL OF THE ADJOINING FLAT,
 LX5335'GRASSY AREA.  A PUNCH HOLE IN THE CENTER OF A 1 INCH BRASS
 LX5335'RIVET IN THE CENTER OF AN 8 FT. SQUARE CONCRETE SLAB, FLUSH
 LX5335'WITH THE SURFACE OF THE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3389 ***********************************************************************
 LW3389  DESIGNATION -  AA OP 2
 LW3389  PID         -  LW3389
 LW3389  STATE/COUNTY-  NY/SUFFOLK
 LW3389  USGS QUAD   -  MYSTIC (1984)
 LW3389
 LW3389                         *CURRENT SURVEY CONTROL
 LW3389  ___________________________________________________________________
 LW3389* NAD 83(1996)-  41 15 21.32286(N)    071 59 45.17411(W)     ADJUSTED  
 LW3389* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW3389  ___________________________________________________________________
 LW3389  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 LW3389  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LW3389
 LW3389  HORZ ORDER  -  SECOND
 LW3389
 LW3389.This mark is at Elizabeth Field Airport (0B8)
 LW3389
 LW3389.The horizontal coordinates were established by classical geodetic methods
 LW3389.and adjusted by the National Geodetic Survey in January 1999..
 LW3389
 LW3389.The orthometric height was scaled from a topographic map.
 LW3389
 LW3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3389
 LW3389.The geoid height was determined by GEOID03.
 LW3389
 LW3389;                    North         East     Units Scale Factor Converg.
 LW3389;SPC NY L     -   122,883.002   467,951.664   MT  1.00001994   +1 18 39.1
 LW3389;SPC NY L     -   403,158.65  1,535,271.42   sFT  1.00001994   +1 18 39.1
 LW3389;SPC CT       -   199,607.699   368,001.312   MT  0.99999482   +0 30 00.1
 LW3389;SPC CT       -   654,879.59  1,207,350.97   sFT  0.99999482   +0 30 00.1
 LW3389;UTM  19      - 4,571,496.861   249,003.749   MT  1.00037541   -1 58 35.7
 LW3389;UTM  18      - 4,571,520.712   751,686.400   MT  1.00037968   +1 58 55.3
 LW3389
 LW3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3389!SPC NY L     -   1.00000393  x   1.00001994  =   1.00002387
 LW3389!SPC CT       -   1.00000393  x   0.99999482  =   0.99999875
 LW3389!UTM  19      -   1.00000393  x   1.00037541  =   1.00037935
 LW3389!UTM  18      -   1.00000393  x   1.00037968  =   1.00038362
 LW3389
 LW3389|---------------------------------------------------------------------|
 LW3389| PID    Reference Object                     Distance      Geod. Az  |
 LW3389|                                                           dddmmss.s |
 LW3389| CB7032 AA OP 2 RM 1                         11.098 METERS 03224     |
 LW3389| LX5560 RACE ROCK LIGHTHOUSE                APPROX. 4.5 KM 2521036.9 |
 LW3389| LX0345 MT PROSPECT 3                       APPROX. 1.1 KM 2695903.8 |
 LW3389| CB7033 AA OP 2 RM 2                         16.468 METERS 32546     |
 LW3389|---------------------------------------------------------------------|
 LW3389
 LW3389                          SUPERSEDED SURVEY CONTROL
 LW3389
 LW3389  NAD 83(1996)-  41 15 21.32287(N)    071 59 45.17418(W) AD(       ) 2
 LW3389  NAD 83(1992)-  41 15 21.32145(N)    071 59 45.17348(W) AD(       ) 2
 LW3389  NAD 83(1986)-  41 15 21.32268(N)    071 59 45.17891(W) AD(       ) 2
 LW3389  NAD 27      -  41 15 20.96500(N)    071 59 46.91400(W) AD(       ) 2
 LW3389
 LW3389.Superseded values are not recommended for survey control.
 LW3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3389.See file dsdata.txt to determine how the superseded data were derived.
 LW3389
 LW3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4900471497(NAD 83)
 LW3389_MARKER: P = PIPE CAP
 LW3389_SETTING: 0 = UNSPECIFIED SETTING
 LW3389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3389
 LW3389  HISTORY     - Date     Condition        Report By
 LW3389  HISTORY     - 1940     MONUMENTED       CGS
 LW3389  HISTORY     - 1943     MARK NOT FOUND   CGS
 LW3389
 LW3389                          STATION DESCRIPTION
 LW3389
 LW3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3389'STATION IS ON FISHERS ISLAND, ABOUT 1.3 MI. E-SE OF THE ARMY
 LW3389'DOCKS AT FORT WRIGHT, AND ABOUT 0.3 MI. E-SE OF MT. PROSPECT.  IT
 LW3389'IS AN INSTRUMENT PEDESTAL AND IS IN A 4 IN. IRON PIPE WHICH
 LW3389'PROJECTS ABOUT 4.3 FT. ABOVE THE GROUND.  A HOLE IN A BRASS PLUG
 LW3389'UNDER THE SCREW CAP ON THE TOP MARKS THE STATION.  IT IS 18 FT. E
 LW3389'OF A SIMILAR PEDESTAL, AND 18 FT. BACK OF THE TOP OF THE BLUFF
 LW3389'OVERLOOKING BLOCK ISLAND SOUND.
 LW3389'
 LW3389'REFERENCE MARK 1 IS 36.41 FT. E-NE OF THE STATION AND SEVERAL
 LW3389'FT. LOWER.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED AA OP
 LW3389'2 NO 1 1940 AND SET IN A DRILL HOLE IN A 4- BY 6 FT. BOULDER
 LW3389'PROJECTING ABOUT 5 FT. ABOVE GROUND.
 LW3389'
 LW3389'REFERENCE MARK 2 IS 54.03 FT. N-NW OF THE STATION, AND SEVERAL
 LW3389'FT. LOWER.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED AA OP
 LW3389'2 1940 AND SET IN A DRILL HOLE IN THE TOP OF A 6- BY 6 FT. BOULDER
 LW3389'PROJECTING ABOUT 5 FT. ABOVE GROUND.  MEASUREMENTS TO BOTH
 LW3389'REFERENCE MARKS ARE FROM THE TOP OF THE PEDESTAL.
 LW3389'
 LW3389'RACE POINT LIGHTHOUSE IS A GOOD AZIMUTH MARK FOR THIS STATION,
 LW3389'AND THE FINIAL ON THE LIGHT WAS OBSERVED UPON.  IT IS ABOUT 2.4
 LW3389'MI. W-SW OF THE STATION.
 LW3389'
 LW3389'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LW3389'DRIVE S AND E ON THE MAIN PAVED ROAD FOR 0.9 MI. TO A PRIVATE
 LW3389'GATE HAVING A WATCHMANS BOOTH ON THE RIGHT, 30 FT. INSIDE THE
 LW3389'GATE TAKE THE SAND ROAD TO THE RIGHT AND DRIVE 0.2 MI. TO THE
 LW3389'STATION AT THE POINT ON THE TOP OF THE BLUFF.
 LW3389'
 LW3389'A 4- FT. STAND WILL SEE 4- FT. STANDS AT STATIONS AA OP 3 AND
 LW3389'MT. PROSPECT 3, AND BOTH OF THESE STATIONS ARE GOOD AZIMUTH MARKS
 LW3389'FOR THIS STATION.  A 4- FT. STAND WILL SEE A 20 FT. STAND AT
 LW3389'STATION NORTH HILL.
 LW3389
 LW3389                          STATION RECOVERY (1943)
 LW3389
 LW3389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3389'STATION NO LONGER EXISTS.  A WOODEN OBSERVATION SHACK HAS BEEN
 LW3389'BUILT ON THE SITE.  THE TWO REFERENCE MARKS WERE CHISELED OUT
 LW3389'OF THE BOULDER AND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3380 ***********************************************************************
 LW3380  DESIGNATION -  AA OP 3
 LW3380  PID         -  LW3380
 LW3380  STATE/COUNTY-  NY/SUFFOLK
 LW3380  USGS QUAD   -  MYSTIC (1984)
 LW3380
 LW3380                         *CURRENT SURVEY CONTROL
 LW3380  ___________________________________________________________________
 LW3380* NAD 83(1996)-  41 15 44.69004(N)    071 59 31.13643(W)     ADJUSTED  
 LW3380* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 LW3380  ___________________________________________________________________
 LW3380  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 LW3380  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LW3380
 LW3380  HORZ ORDER  -  SECOND
 LW3380
 LW3380.The horizontal coordinates were established by classical geodetic methods
 LW3380.and adjusted by the National Geodetic Survey in January 1999..
 LW3380
 LW3380.The orthometric height was scaled from a topographic map.
 LW3380
 LW3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3380
 LW3380.The geoid height was determined by GEOID03.
 LW3380
 LW3380;                    North         East     Units Scale Factor Converg.
 LW3380;SPC NY L     -   123,611.182   468,261.862   MT  1.00002075   +1 18 48.3
 LW3380;SPC NY L     -   405,547.69  1,536,289.13   sFT  1.00002075   +1 18 48.3
 LW3380;SPC CT       -   200,331.397   368,321.775   MT  0.99999429   +0 30 09.4
 LW3380;SPC CT       -   657,253.92  1,208,402.36   sFT  0.99999429   +0 30 09.4
 LW3380;UTM  19      - 4,572,206.304   249,355.320   MT  1.00037323   -1 58 27.3
 LW3380;UTM  18      - 4,572,252.740   751,988.154   MT  1.00038155   +1 59 05.5
 LW3380
 LW3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3380!SPC NY L     -   1.00000158  x   1.00002075  =   1.00002233
 LW3380!SPC CT       -   1.00000158  x   0.99999429  =   0.99999587
 LW3380!UTM  19      -   1.00000158  x   1.00037323  =   1.00037481
 LW3380!UTM  18      -   1.00000158  x   1.00038155  =   1.00038313
 LW3380
 LW3380:                Primary Azimuth Mark                     Grid Az
 LW3380:SPC NY L     -  WILDERNESS                               204 25 05.2
 LW3380:SPC CT       -  WILDERNESS                               205 13 44.1
 LW3380:UTM  19      -  WILDERNESS                               207 42 20.8
 LW3380:UTM  18      -  WILDERNESS                               203 44 48.0
 LW3380
 LW3380|---------------------------------------------------------------------|
 LW3380| PID    Reference Object                     Distance      Geod. Az  |
 LW3380|                                                           dddmmss.s |
 LW3380| LW3388 WILDERNESS                          APPROX. 0.8 KM 2054353.5 |
 LW3380| CB7034 AA OP 3 RM 1                          8.710 METERS 20612     |
 LW3380| CB7035 AA OP 3 RM 2                         12.210 METERS 30535     |
 LW3380|---------------------------------------------------------------------|
 LW3380
 LW3380                          SUPERSEDED SURVEY CONTROL
 LW3380
 LW3380  NAD 83(1996)-  41 15 44.69003(N)    071 59 31.13650(W) AD(       ) 2
 LW3380  NAD 83(1992)-  41 15 44.68857(N)    071 59 31.13577(W) AD(       ) 2
 LW3380  NAD 83(1986)-  41 15 44.68978(N)    071 59 31.14113(W) AD(       ) 2
 LW3380  NAD 27      -  41 15 44.33300(N)    071 59 32.87600(W) AD(       ) 2
 LW3380
 LW3380.Superseded values are not recommended for survey control.
 LW3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3380.See file dsdata.txt to determine how the superseded data were derived.
 LW3380
 LW3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4935572206(NAD 83)
 LW3380_MARKER: DS = TRIANGULATION STATION DISK
 LW3380_SETTING: 0 = UNSPECIFIED SETTING
 LW3380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3380
 LW3380  HISTORY     - Date     Condition        Report By
 LW3380  HISTORY     - 1940     MONUMENTED       CGS
 LW3380  HISTORY     - 1943     GOOD             CGS
 LW3380
 LW3380                          STATION DESCRIPTION
 LW3380
 LW3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3380'STATION IS ON THE S SIDE OF FISHERS ISLAND, ABOUT 1-1/4 MI. NE
 LW3380'OF MT. PROSPECT.  IT IS ON THE TOP OF THE RIDGE, ABOUT 75
 LW3380'YDS. BACK OF THE BEACH, AND ABOUT MIDWAY BETWEEN TWO STUCCO
 LW3380'HOUSES WHICH ARE ABOUT 250 YDS. NE AND SW.  IT IS 22 FT. S OF THE
 LW3380'CENTER OF THE GRAVEL ROAD, AND ABOUT 75 YDS. NE OF A PARKING
 LW3380'SPACE OVERLOOKING THE SOUND.  IT IS A STANDARD STATION DISK,
 LW3380'STAMPED AA OP 3 1940 AND SET IN THE TOP OF A CONCRETE POST
 LW3380'PROJECTING ABOUT 8 IN. ABOVE GROUND.
 LW3380'
 LW3380'REFERENCE MARK 1 IS 8.710 M. (28.58 FT.) SW OF THE STATION.  IT
 LW3380'IS A STANDARD REFERENCE-MARK DISK, STAMPED AA OP 3 NO 1 1940
 LW3380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 IN. ABOVE
 LW3380'GROUND.
 LW3380'
 LW3380'REFERENCE MARK 2 IS 12.214 M. (40.07 FT.) NW OF THE STATION.  IT
 LW3380'IS A STANDARD REFERENCE-MARK DISK, STAMPED AA OP 3 NO 2 1940
 LW3380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE
 LW3380'GROUND.
 LW3380'
 LW3380'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LW3380'DRIVE S AND E ON THE MAIN PAVED ROAD FOR 1.1 MI. TO A RED BARN
 LW3380'AND A WHITE HOUSE ON THE LEFT, THEN TURN RIGHT ON A SAND ROAD
 LW3380'AND DRIVE 0.6 MI. TO THE STATION ON THE S SIDE OF THE ROAD.
 LW3380'
 LW3380'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 M.
 LW3380
 LW3380                          STATION RECOVERY (1943)
 LW3380
 LW3380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3380'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 LW3380'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LW3380'
 LW3380'STATION IS LOCATED ON THE S SIDE OF FISHERS ISLAND, ABOUT
 LW3380'1-1/2 MI. NE OF MOUNT PROSPECT.  IT IS ON THE TOP OF THE RIDGE,
 LW3380'ABOUT 75 YDS. BACK OF THE BEACH, AND ABOUT MIDWAY BETWEEN TWO
 LW3380'STUCCO HOUSES WHICH ARE ABOUT 250 YDS. NE AND SW.  IT IS ABOUT
 LW3380'75 YDS. NE OF A PARKING SPACE OVERLOOKING THE SOUND, AND ABOUT
 LW3380'22 FT. S OF THE CENTER OF THE GRAVEL ROAD.  IT IS A STANDARD
 LW3380'STATION DISK, STAMPED AA OP 3 1940 AND SET IN THE TOP OF A
 LW3380'CONCRETE POST PROJECTING ABOUT 8 IN.
 LW3380'
 LW3380'REFERENCE MARK 1 IS SW OF THE STATION.  IT IS A STANDARD
 LW3380'REFERENCE-MARK DISK, STAMPED AA OP 3 NO 1 1940 AND SET IN THE
 LW3380'TOP OF A CONCRETE POST PROJECTING ABOUT 2 IN.
 LW3380'
 LW3380'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A STANDARD
 LW3380'REFERENCE-MARK DISK, STAMPED AA OP 3 NO 2 1940 AND SET IN THE
 LW3380'TOP OF A CONCRETE POST PROJECTING ABOUT 3 IN.
 LW3380'
 LW3380'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LW3380'GO E ON A MAIN TRAVELED ROAD (MACADAM) FOR 1.25 MI. TO A LARGE
 LW3380'RED BARN ON THE LEFT AND A SAND ROAD TURNING TO THE RIGHT, TURN
 LW3380'RIGHT AND FOLLOW THE SAND ROAD FOR 0.7 MI. TO THE STATION ON THE
 LW3380'RIGHT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3425 ***********************************************************************
 LW3425  DESIGNATION -  AA OP 4
 LW3425  PID         -  LW3425
 LW3425  STATE/COUNTY-  NY/SUFFOLK
 LW3425  USGS QUAD   -  MYSTIC (1984)
 LW3425
 LW3425                         *CURRENT SURVEY CONTROL
 LW3425  ___________________________________________________________________
 LW3425* NAD 83(1996)-  41 16 14.63594(N)    071 58 31.32597(W)     ADJUSTED  
 LW3425* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3425  ___________________________________________________________________
 LW3425  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW3425  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LW3425
 LW3425  HORZ ORDER  -  SECOND
 LW3425
 LW3425.The horizontal coordinates were established by classical geodetic methods
 LW3425.and adjusted by the National Geodetic Survey in January 1999..
 LW3425
 LW3425.The orthometric height was scaled from a topographic map.
 LW3425
 LW3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3425
 LW3425.The geoid height was determined by GEOID03.
 LW3425
 LW3425;                    North         East     Units Scale Factor Converg.
 LW3425;SPC NY L     -   124,566.823   469,632.436   MT  1.00002181   +1 19 27.4
 LW3425;SPC NY L     -   408,682.99  1,540,785.75   sFT  1.00002181   +1 19 27.4
 LW3425;SPC CT       -   201,267.524   369,705.696   MT  0.99999361   +0 30 49.1
 LW3425;SPC CT       -   660,325.20  1,212,942.77   sFT  0.99999361   +0 30 49.1
 LW3425;UTM  19      - 4,573,082.073   250,778.940   MT  1.00036447   -1 57 49.0
 LW3425;UTM  18      - 4,573,224.736   753,347.927   MT  1.00039000   +1 59 46.2
 LW3425
 LW3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3425!SPC NY L     -   1.00000440  x   1.00002181  =   1.00002621
 LW3425!SPC CT       -   1.00000440  x   0.99999361  =   0.99999801
 LW3425!UTM  19      -   1.00000440  x   1.00036447  =   1.00036887
 LW3425!UTM  18      -   1.00000440  x   1.00039000  =   1.00039440
 LW3425
 LW3425:                Primary Azimuth Mark                     Grid Az
 LW3425:SPC NY L     -  CHOCOMOUNT OP                            044 07 08.3
 LW3425:SPC CT       -  CHOCOMOUNT OP                            044 55 46.6
 LW3425:UTM  19      -  CHOCOMOUNT OP                            047 24 24.7
 LW3425:UTM  18      -  CHOCOMOUNT OP                            043 26 49.5
 LW3425
 LW3425|---------------------------------------------------------------------|
 LW3425| PID    Reference Object                     Distance      Geod. Az  |
 LW3425|                                                           dddmmss.s |
 LW3425| LW0794 CHOCOMOUNT OP                       APPROX. 1.5 KM 0452635.7 |
 LW3425| CB7036 AA OP 4 RM 1                          6.183 METERS 21614     |
 LW3425| LX0342 NORTH HILL                          APPROX. 4.1 KM 2733151.8 |
 LW3425| CB7037 AA OP 4 RM 2                          9.100 METERS 32145     |
 LW3425|---------------------------------------------------------------------|
 LW3425
 LW3425                          SUPERSEDED SURVEY CONTROL
 LW3425
 LW3425  NAD 83(1996)-  41 16 14.63592(N)    071 58 31.32601(W) AD(       ) 2
 LW3425  NAD 83(1992)-  41 16 14.63441(N)    071 58 31.32516(W) AD(       ) 2
 LW3425  NAD 83(1986)-  41 16 14.63545(N)    071 58 31.33054(W) AD(       ) 2
 LW3425  NAD 27      -  41 16 14.27900(N)    071 58 33.06600(W) AD(       ) 2
 LW3425
 LW3425.Superseded values are not recommended for survey control.
 LW3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3425.See file dsdata.txt to determine how the superseded data were derived.
 LW3425
 LW3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5077973082(NAD 83)
 LW3425_MARKER: DS = TRIANGULATION STATION DISK
 LW3425_SETTING: 0 = UNSPECIFIED SETTING
 LW3425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3425
 LW3425  HISTORY     - Date     Condition        Report By
 LW3425  HISTORY     - 1940     MONUMENTED       CGS
 LW3425
 LW3425                          STATION DESCRIPTION
 LW3425
 LW3425'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3425'STATION IS ON FISHERS ISLAND, ON THE S SHORE, ABOUT MIDWAY OF
 LW3425'THE ISLAND, AND JUST E OF A SMALL INLET.  IT IS ON THE TOP OF
 LW3425'A RIDGE.  THIS RIDGE DROPS OFF TO THE BEACH ABOUT 100 FT. TO THE
 LW3425'SW, THE RIDGE IS HIGHER TO THE NE, AND IS ONLY ABOUT 30 FT. ACROSS
 LW3425'THE TOP.  IT IS A STANDARD STATION DISK, STAMPED AA OP 4 1940
 LW3425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 IN.
 LW3425'ABOVE GROUND.
 LW3425'
 LW3425'REFERENCE MARK 1 IS 6.183 M. (20.28 FT.) SW OF THE STATION.  IT
 LW3425'IS A STANDARD REFERENCE-MARK DISK, STAMPED AA OP 4 NO 1 1940
 LW3425'AND SET IN A DRILL HOLE IN A ROCK WHICH IS ABOUT 2 FT. IN
 LW3425'DIAMETER AND PROJECTS ABOUT 10 IN. ABOVE GROUND.
 LW3425'
 LW3425'REFERENCE MARK 2 IS 9.100 M. (29.85 FT.) NW OF THE STATION.  IT
 LW3425'IS A STANDARD REFERENCE-MARK DISK, STAMPED AA OP 4 NO 2 1940
 LW3425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE
 LW3425'GROUND.
 LW3425'
 LW3425'ANY OF THE FOLLOWING STATIONS ARE GOOD AZIMUTH MARKS, AND A
 LW3425'4-FT. STAND WILL SEE 4-FT. STANDS AT THEM--AA OP 3, NORTH HILL,
 LW3425'MYSTIC, AND CHOCOMOUNT OP.
 LW3425'
 LW3425'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LW3425'DRIVE S AND E ON THE MAIN PAVED ROAD FOR 2.6 MI. TO A DIRT ROAD
 LW3425'ABOUT 0.1 MI. W OF A LARGE RED BARN, DRIVE S ON THIS DIRT ROAD FOR
 LW3425'0.2 MI., THEN TAKE THE LEFT FORK ALONG THE W EDGE OF THE TIMBER
 LW3425'AND DRIVE 0.15 MI., THEN TAKE THE RIGHT FORK AND GO 0.1 MI., THEN
 LW3425'TURN LEFT AND GO THROUGH A STONE FENCE AND GO UPHILL FOR 0.1
 LW3425'MI., THEN TURN RIGHT AT THE FORKS AND GO 0.05 MI., THEN WALK
 LW3425'UPHILL TO THE S FOR ABOUT 100 FT. TO THE STATION.
 LW3425'
 LW3425'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2135 ***********************************************************************
 PH2135  DESIGNATION -  AA SUB IBC
 PH2135  PID         -  PH2135
 PH2135  STATE/COUNTY-  NY/JEFFERSON
 PH2135  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2135
 PH2135                         *CURRENT SURVEY CONTROL
 PH2135  ___________________________________________________________________
 PH2135* NAD 83(1996)-  44 20 51.48087(N)    075 58 55.58533(W)     ADJUSTED  
 PH2135* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2135  ___________________________________________________________________
 PH2135  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 PH2135  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 PH2135
 PH2135  HORZ ORDER  -  THIRD
 PH2135
 PH2135.The horizontal coordinates were established by classical geodetic methods
 PH2135.and adjusted by the National Geodetic Survey in January 1999..
 PH2135
 PH2135.The orthometric height was scaled from a topographic map.
 PH2135
 PH2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2135
 PH2135.The geoid height was determined by GEOID03.
 PH2135
 PH2135;                    North         East     Units Scale Factor Converg.
 PH2135;SPC NY C     -   483,066.493   297,936.647   MT  0.99996575   +0 25 13.0
 PH2135;SPC NY C     - 1,584,860.65    977,480.48   sFT  0.99996575   +0 25 13.0
 PH2135;UTM  18      - 4,910,953.895   421,721.549   MT  0.99967536   -0 41 11.5
 PH2135
 PH2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2135!SPC NY C     -   0.99999460  x   0.99996575  =   0.99996035
 PH2135!UTM  18      -   0.99999460  x   0.99967536  =   0.99966996
 PH2135
 PH2135|---------------------------------------------------------------------|
 PH2135| PID    Reference Object                     Distance      Geod. Az  |
 PH2135|                                                           dddmmss.s |
 PH2135| PH2131 BB SUB IBC                          329.266 METERS 09237     |
 PH2135| PH2132 Z SUB IBC                           314.533 METERS 13110     |
 PH2135| PH2136 Y SUB IBC                           127.638 METERS 21226     |
 PH2135| PH2170 REF MON 71 IWC                      132.868 METERS 25824     |
 PH2135|---------------------------------------------------------------------|
 PH2135
 PH2135                          SUPERSEDED SURVEY CONTROL
 PH2135
 PH2135  NAD 83(1986)-  44 20 51.48522(N)    075 58 55.58726(W) AD(       ) 3
 PH2135  NAD 27      -  44 20 51.33500(N)    075 58 56.75500(W) AD(       ) 3
 PH2135
 PH2135.Superseded values are not recommended for survey control.
 PH2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2135.See file dsdata.txt to determine how the superseded data were derived.
 PH2135
 PH2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2172210954(NAD 83)
 PH2135_MARKER: DD = SURVEY DISK
 PH2135_SETTING: 66 = SET IN ROCK OUTCROP
 PH2135_SP_SET: SET IN ROCK OUTCROP
 PH2135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2135+STABILITY: POSITION/ELEVATION WELL
 PH2135
 PH2135  HISTORY     - Date     Condition        Report By
 PH2135  HISTORY     - 1940     MONUMENTED       IBC
 PH2135  HISTORY     - 1957     GOOD             IBC
 PH2135
 PH2135                          STATION DESCRIPTION
 PH2135
 PH2135'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2135'ON HILL ISLAND IN THE ST LAWRENCE RIVER.  ON THE PINE COVERED POINT
 PH2135'ON THE NORTH SHORE OF---THE RIFT---325 FEET DOWNSTREAM FROM THE
 PH2135'INTERNATIONAL BRIDGE ACROSS---THE RIFT---.  THE STATION IS ABOUT 130
 PH2135'FEET UPSTREAM FROM AN ABANDONED CONCRETE DOCK.  ABOUT 130 FEET INSHORE
 PH2135'FROM THE WATERS EDGE.  AND ABOUT 2 FEET ABOVE THE WATER IN THE RIVER.
 PH2135'
 PH2135'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2135'DISK STATION MARK SET IN SOLID ROCK.
 PH2135
 PH2135                          STATION RECOVERY (1957)
 PH2135
 PH2135'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2135'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1751 ***********************************************************************
 OE1751  DESIGNATION -  ABA 1 SACGS 1973
 OE1751  PID         -  OE1751
 OE1751  STATE/COUNTY-  NY/SARATOGA
 OE1751  USGS QUAD   -  EDINBURG (1970)
 OE1751
 OE1751                         *CURRENT SURVEY CONTROL
 OE1751  ___________________________________________________________________
 OE1751* NAD 83(1996)-  43 12 41.24486(N)    074 04 53.58295(W)     ADJUSTED  
 OE1751* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 OE1751  ___________________________________________________________________
 OE1751  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 OE1751  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OE1751
 OE1751  HORZ ORDER  -  SECOND
 OE1751
 OE1751.The horizontal coordinates were established by classical geodetic methods
 OE1751.and adjusted by the National Geodetic Survey in January 1999..
 OE1751
 OE1751.The orthometric height was scaled from a topographic map.
 OE1751
 OE1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1751
 OE1751.The geoid height was determined by GEOID03.
 OE1751
 OE1751;                    North         East     Units Scale Factor Converg.
 OE1751;SPC NY E     -   486,246.365   184,000.130   MT  0.99991422   +0 17 11.4
 OE1751;SPC NY E     - 1,595,293.28    603,673.76   sFT  0.99991422   +0 17 11.4
 OE1751;UTM  18      - 4,784,706.593   574,604.258   MT  0.99966847   +0 37 44.0
 OE1751
 OE1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1751!SPC NY E     -   0.99996707  x   0.99991422  =   0.99988130
 OE1751!UTM  18      -   0.99996707  x   0.99966847  =   0.99963555
 OE1751
 OE1751                          SUPERSEDED SURVEY CONTROL
 OE1751
 OE1751  NAD 83(1986)-  43 12 41.24918(N)    074 04 53.58307(W) AD(       ) 2
 OE1751  NAD 27      -  43 12 40.98794(N)    074 04 55.11763(W) AD(       ) 2
 OE1751
 OE1751.Superseded values are not recommended for survey control.
 OE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1751.See file dsdata.txt to determine how the superseded data were derived.
 OE1751
 OE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7460484707(NAD 83)
 OE1751_MARKER: DD = SURVEY DISK
 OE1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1751+STABILITY: SURFACE MOTION
 OE1751
 OE1751  HISTORY     - Date     Condition        Report By
 OE1751  HISTORY     - 1973     MONUMENTED       NY-091
 OE1751
 OE1751                          STATION DESCRIPTION
 OE1751
 OE1751'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OE1751'STATION ABA IS LOCATED ABOUT 0.1 MILE NORTHEAST OF BATCHELLERVILLE,
 OE1751'1.3 MILES SOUTHEAST OF EDINBURG, IN THE TOWNSHIP OF EDINBURG.
 OE1751'
 OE1751'TO REACH AZIMUTH MARK, ABA-1 (SACGS), FROM STATION ABA SACGS, CONTINUE
 OE1751'NORTHEAST ON COUNTY HIGHWAY 7 FOR 0.1 MILE TO THE Y-INTERSECTION
 OE1751'OF FOX HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON FOX
 OE1751'HILL ROAD FOR 70 FEET TO THE MARK ON LEFT.
 OE1751'
 OE1751'AZIMUTH MARK, ABA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1751'COUNTY GEODETIC SURVEY STAMPED ABA-1.  IT IS SET IN THE TOP OF
 OE1751'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1751'GROUND.  IT IS LOCATED 55.8 FEET SOUTHEAST OF CENTERLINE OF
 OE1751'COUNTY HIGHWAY 7, 19.2 FEET SOUTHEAST OF INSIDE OF THE
 OE1751'NORTHWESTERLY MOST CORNER OF CONCRETE RETAINING WALL ON THE
 OE1751'NORTHWEST SIDE OF FOX HILL ROAD, 6.6 FEET SOUTHWEST OF
 OE1751'SOUTHEASTERLY MOST CONCRETE GUARD RAIL, 70.4 FEET NORTHWEST OF
 OE1751'NORTHWESTERLY CORNER OF HOUSE ON SOUTHEAST SIDE OF FOX HILL
 OE1751'ROAD AND 37.7 FEET NORTHWEST OF CENTERLINE OF FOX HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1753 ***********************************************************************
 OE1753  DESIGNATION -  ABA 2 SACGS 1973
 OE1753  PID         -  OE1753
 OE1753  STATE/COUNTY-  NY/SARATOGA
 OE1753  USGS QUAD   -  EDINBURG (1970)
 OE1753
 OE1753                         *CURRENT SURVEY CONTROL
 OE1753  ___________________________________________________________________
 OE1753* NAD 83(1996)-  43 12 55.74468(N)    074 05 52.99616(W)     ADJUSTED  
 OE1753* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 OE1753  ___________________________________________________________________
 OE1753  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OE1753  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OE1753
 OE1753  HORZ ORDER  -  SECOND
 OE1753
 OE1753.The horizontal coordinates were established by classical geodetic methods
 OE1753.and adjusted by the National Geodetic Survey in January 1999..
 OE1753
 OE1753.The orthometric height was scaled from a topographic map.
 OE1753
 OE1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1753
 OE1753.The geoid height was determined by GEOID03.
 OE1753
 OE1753;                    North         East     Units Scale Factor Converg.
 OE1753;SPC NY E     -   486,687.216   182,657.011   MT  0.99991311   +0 16 30.8
 OE1753;SPC NY E     - 1,596,739.64    599,267.21   sFT  0.99991311   +0 16 30.8
 OE1753;UTM  18      - 4,785,139.303   573,258.860   MT  0.99966602   +0 37 03.5
 OE1753
 OE1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1753!SPC NY E     -   0.99996707  x   0.99991311  =   0.99988019
 OE1753!UTM  18      -   0.99996707  x   0.99966602  =   0.99963310
 OE1753
 OE1753                          SUPERSEDED SURVEY CONTROL
 OE1753
 OE1753  NAD 83(1986)-  43 12 55.74899(N)    074 05 52.99628(W) AD(       ) 2
 OE1753  NAD 27      -  43 12 55.48797(N)    074 05 54.52879(W) AD(       ) 2
 OE1753
 OE1753.Superseded values are not recommended for survey control.
 OE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1753.See file dsdata.txt to determine how the superseded data were derived.
 OE1753
 OE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7325985139(NAD 83)
 OE1753_MARKER: DD = SURVEY DISK
 OE1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1753+STABILITY: SURFACE MOTION
 OE1753
 OE1753  HISTORY     - Date     Condition        Report By
 OE1753  HISTORY     - 1973     MONUMENTED       NY-091
 OE1753
 OE1753                          STATION DESCRIPTION
 OE1753
 OE1753'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OE1753'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHEAST OF BATCHELLERVILLE,
 OE1753'1.3 MILES SOUTHEAST OF EDINBURG, IN THE TOWNSHIP OF EDINBURG.
 OE1753'
 OE1753'TO REACH STATION ABA SACGS FROM THE TOWN HALL IN EDINBURG, GO SOUTH
 OE1753'ON COUNTY HIGHWAY 4 FOR 0.25 MILE TO THE INTERSECTION OF COUNTY
 OE1753'HIGHWAYS 4, 5, AND 98.  TURN LEFT AND PROCEED SOUTHEAST ON
 OE1753'COUNTY HIGHWAY 98 FOR 0.3 MILE TO THE AZIMUTH MARK, ABA-2
 OE1753'(SACGS), ON THE RIGHT.
 OE1753'
 OE1753'AZIMUTH MARK, ABA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1753'COUNTY GEODETIC SURVEY STAMPED ABA-2.  IT IS SET IN THE TOP OF A
 OE1753'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.15 FEET
 OE1753'ABOVE THE GROUND.  IT IS LOCATED 149.0 FEET NORTHWEST OF AN OLD
 OE1753'CONCRETE GUARD RAIL ON THE NORTHEASTERN SIDE OF A COUNTY HIGHWAY
 OE1753'98, 72.3 FEET NORTHEAST OF 12-INCH OAK TREE, 70.5 FEET SOUTHEAST
 OE1753'OF 20-INCH ELM TREE, 7.5 FEET SOUTHEAST OF POWER POLE
 OE1753'(UNMARKED), 188.0 FEET SOUTH OF POWER POLE NM 55, AND 25.3 FEET
 OE1753'SOUTHWEST OF CENTERLINE OF COUNTY HIGHWAY 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1754 ***********************************************************************
 OE1754  DESIGNATION -  ABB 1 SACGS 1973
 OE1754  PID         -  OE1754
 OE1754  STATE/COUNTY-  NY/SARATOGA
 OE1754  USGS QUAD   -  EDINBURG (1970)
 OE1754
 OE1754                         *CURRENT SURVEY CONTROL
 OE1754  ___________________________________________________________________
 OE1754* NAD 83(1996)-  43 14 03.30358(N)    074 06 45.03184(W)     ADJUSTED  
 OE1754* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 OE1754  ___________________________________________________________________
 OE1754  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 OE1754  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OE1754
 OE1754  HORZ ORDER  -  SECOND
 OE1754
 OE1754.The horizontal coordinates were established by classical geodetic methods
 OE1754.and adjusted by the National Geodetic Survey in January 1999..
 OE1754
 OE1754.The orthometric height was scaled from a topographic map.
 OE1754
 OE1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1754
 OE1754.The geoid height was determined by GEOID03.
 OE1754
 OE1754;                    North         East     Units Scale Factor Converg.
 OE1754;SPC NY E     -   488,766.359   181,472.976   MT  0.99991218   +0 15 55.5
 OE1754;SPC NY E     - 1,603,560.96    595,382.59   sFT  0.99991218   +0 15 55.5
 OE1754;UTM  18      - 4,787,210.818   572,062.716   MT  0.99966388   +0 36 28.6
 OE1754
 OE1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1754!SPC NY E     -   0.99994699  x   0.99991218  =   0.99985918
 OE1754!UTM  18      -   0.99994699  x   0.99966388  =   0.99961089
 OE1754
 OE1754                          SUPERSEDED SURVEY CONTROL
 OE1754
 OE1754  NAD 83(1986)-  43 14 03.30790(N)    074 06 45.03199(W) AD(       ) 2
 OE1754  NAD 27      -  43 14 03.04765(N)    074 06 46.56245(W) AD(       ) 2
 OE1754
 OE1754.Superseded values are not recommended for survey control.
 OE1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1754.See file dsdata.txt to determine how the superseded data were derived.
 OE1754
 OE1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7206387211(NAD 83)
 OE1754_MARKER: DD = SURVEY DISK
 OE1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1754+STABILITY: SURFACE MOTION
 OE1754
 OE1754  HISTORY     - Date     Condition        Report By
 OE1754  HISTORY     - 1973     MONUMENTED       NY-091
 OE1754
 OE1754                          STATION DESCRIPTION
 OE1754
 OE1754'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OE1754'STATION ABB SACGS IS LOCATED ABOUT 2.3 MILES NORTHWEST OF
 OE1754'BATCHELLERVILLE, 1.1 MILES NORTHWEST OF EDINGBURG, 0.7 MILES SOUTHEAST
 OE1754'OF CLARKVILLE IN THE TOWNSHIP OF EDINBURG.
 OE1754'
 OE1754'TO REACH STATION ABB SACGS FROM THE TOWN HALL IN EDINBURG, GO NORTH
 OE1754'ON COUNTY HIGHWAY 4 FOR 0.05 MILE TO THE JUNCTION OF COUNTY
 OE1754'HIGHWAY 4, OLMSTEAD ROAD, AND MILITARY ROAD.  GO NORTH ON
 OE1754'MILITARY ROAD FOR 0.2 MILE TO THE Y-ROAD INTERSECTION ON THE
 OE1754'LEFT.  TURN LEFT AND GO NORTHWEST ON AIRPORT ROAD FOR 0.75 MILES
 OE1754'TO T-ROAD INTERSECTION ON RIGHT.  TURN RIGHT AND GO NORTHEAST
 OE1754'ON BRADT HILL ROAD FOR 0.25 MILE TO AZIMUTH MARK, ABB-1
 OE1754'(SACGS), ON RIGHT.
 OE1754'
 OE1754'AZIMUTH MARK, ABB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1754'COUNTY GEODETIC SURVEY STAMPED ABB-1.  IT IS SET IN THE TOP OF
 OE1754'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW
 OE1754'THE GROUND.  IT IS LOCATED 113.5 FEET SOUTHWEST OF POWER POLE
 OE1754'NM 6, L1244-7, 102.5 FEET SOUTHWEST OF RANGE LINE OFF SOUTHWEST
 OE1754'SIDE OF A CAMP ON THE SOUTHEAST SIDE OF BRADT HILL ROAD, 113.6
 OE1754'FEET SOUTHWEST OF POWER POLE (UNMARKED), 16.2 FEET NORTHWEST
 OE1754'OF CENTERLINE OF STONE WALL, 84.6 FEET NORTHEAST OF 18-INCH
 OE1754'WHITE PINE TREE, 114.8 FEET EAST OF POWER POLE NM 5/6 AND
 OE1754'12.6 FEET SOUTHEAST OF CENTERLINE OF BRADT HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1745 ***********************************************************************
 OE1745  DESIGNATION -  ABB 2 SACGS 1973
 OE1745  PID         -  OE1745
 OE1745  STATE/COUNTY-  NY/SARATOGA
 OE1745  USGS QUAD   -  EDINBURG (1970)
 OE1745
 OE1745                         *CURRENT SURVEY CONTROL
 OE1745  ___________________________________________________________________
 OE1745* NAD 83(1996)-  43 14 11.07612(N)    074 06 38.13775(W)     ADJUSTED  
 OE1745* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 OE1745  ___________________________________________________________________
 OE1745  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OE1745  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OE1745
 OE1745  HORZ ORDER  -  SECOND
 OE1745
 OE1745.The horizontal coordinates were established by classical geodetic methods
 OE1745.and adjusted by the National Geodetic Survey in January 1999..
 OE1745
 OE1745.The orthometric height was scaled from a topographic map.
 OE1745
 OE1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1745
 OE1745.The geoid height was determined by GEOID03.
 OE1745
 OE1745;                    North         East     Units Scale Factor Converg.
 OE1745;SPC NY E     -   489,006.921   181,627.403   MT  0.99991230   +0 16 00.3
 OE1745;SPC NY E     - 1,604,350.21    595,889.24   sFT  0.99991230   +0 16 00.3
 OE1745;UTM  18      - 4,787,452.240   572,215.663   MT  0.99966415   +0 36 33.4
 OE1745
 OE1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1745!SPC NY E     -   0.99994699  x   0.99991230  =   0.99985929
 OE1745!UTM  18      -   0.99994699  x   0.99966415  =   0.99961116
 OE1745
 OE1745                          SUPERSEDED SURVEY CONTROL
 OE1745
 OE1745  NAD 83(1986)-  43 14 11.08043(N)    074 06 38.13791(W) AD(       ) 2
 OE1745  NAD 27      -  43 14 10.82022(N)    074 06 39.66857(W) AD(       ) 2
 OE1745
 OE1745.Superseded values are not recommended for survey control.
 OE1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1745.See file dsdata.txt to determine how the superseded data were derived.
 OE1745
 OE1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7221687452(NAD 83)
 OE1745_MARKER: DD = SURVEY DISK
 OE1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1745+STABILITY: SURFACE MOTION
 OE1745
 OE1745  HISTORY     - Date     Condition        Report By
 OE1745  HISTORY     - 1973     MONUMENTED       NY-091
 OE1745
 OE1745                          STATION DESCRIPTION
 OE1745
 OE1745'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OE1745'STATION ABB SACGS IS LOCATED ABOUT 2.3 MILES NORTHWEST OF
 OE1745'BATCHELLERVILLE, 1.1 MILES NORTHWEST OF EDINGBURG, 0.7 MILES SOUTHEAST
 OE1745'OF CLARKVILLE IN THE TOWNSHIP OF EDINBURG.
 OE1745'
 OE1745'TO REACH STATION ABB SACGS FROM THE TOWN HALL IN EDINBURG, GO NORTH
 OE1745'ON COUNTY HIGHWAY 4 FOR 0.05 MILE TO THE JUNCTION OF COUNTY
 OE1745'HIGHWAY 4, OLMSTEAD ROAD, AND MILITARY ROAD.  GO NORTH ON
 OE1745'MILITARY ROAD FOR 0.2 MILE TO THE Y-ROAD INTERSECTION ON THE
 OE1745'LEFT.  TURN LEFT AND GO NORTHWEST ON AIRPORT ROAD FOR 0.75 MILES
 OE1745'TO T-ROAD INTERSECTION ON RIGHT.  TURN RIGHT AND GO NORTHEAST
 OE1745'ON BRADT HILL ROAD FOR 0.25 MILE TO AZIMUTH MARK, ABB-1
 OE1745'(SACGS), ON RIGHT.  CONTINUE NORTHEAST ON BRADT HILL ROAD FOR
 OE1745'0.1 MILE TO STATION ON LEFT.
 OE1745'
 OE1745'TO REACH AZIMUTH MARK, ABB-2 (SACGS), FROM THE STATION,
 OE1745'CONTINUE NORTHEAST ON BRADT HILL ROAD FOR 0.05 MILE TO MARK
 OE1745'ON RIGHT.
 OE1745'
 OE1745'AZIMUTH MARK, ABB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1745'COUNTY GEODETIC SURVEY STAMPED ABB-2.  IT IS SET IN THE TOP OF
 OE1745'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW
 OE1745'THE GROUND.  IT IS LOCATED 63.0 FEET SOUTHWEST OF 12-INCH MAPLE
 OE1745'TREE AT NORTHWESTERLY MOST END OF STONE WALL AND TREE LINE, 116.0
 OE1745'FEET NORTHEAST OF POWER POLE 9/1, 129.0 FEET NORTHEAST OF POWER
 OE1745'POLE NM 9, L1244-10, 37.0 FEET SOUTHEAST OF 18-INCH MAPLE TREE,
 OE1745'AND 12.8 FEET SOUTHEAST OF CENTERLINE OF BRADT HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1747 ***********************************************************************
 OE1747  DESIGNATION -  ABB SACGS 1973
 OE1747  PID         -  OE1747
 OE1747  STATE/COUNTY-  NY/SARATOGA
 OE1747  USGS QUAD   -  EDINBURG (1970)
 OE1747
 OE1747                         *CURRENT SURVEY CONTROL
 OE1747  ___________________________________________________________________
 OE1747* NAD 83(1996)-  43 14 08.89446(N)    074 06 40.36923(W)     ADJUSTED  
 OE1747* NAVD 88     -       368.2    (meters)    1208.     (feet)  VERTCON   
 OE1747  ___________________________________________________________________
 OE1747  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OE1747  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OE1747
 OE1747  HORZ ORDER  -  SECOND
 OE1747
 OE1747.The horizontal coordinates were established by classical geodetic methods
 OE1747.and adjusted by the National Geodetic Survey in January 1999..
 OE1747
 OE1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1747
 OE1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1747
 OE1747.The geoid height was determined by GEOID03.
 OE1747
 OE1747;                    North         East     Units Scale Factor Converg.
 OE1747;SPC NY E     -   488,939.367   181,577.371   MT  0.99991226   +0 15 58.8
 OE1747;SPC NY E     - 1,604,128.57    595,725.09   sFT  0.99991226   +0 15 58.8
 OE1747;UTM  18      - 4,787,384.404   572,166.049   MT  0.99966406   +0 36 31.8
 OE1747
 OE1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1747!SPC NY E     -   0.99994694  x   0.99991226  =   0.99985921
 OE1747!UTM  18      -   0.99994694  x   0.99966406  =   0.99961102
 OE1747
 OE1747|---------------------------------------------------------------------|
 OE1747| PID    Reference Object                     Distance      Geod. Az  |
 OE1747|                                                           dddmmss.s |
 OE1747| OE1745 ABB 2 SACGS 1973                     84.071 METERS 03647     |
 OE1747| OE1754 ABB 1 SACGS 1973                    202.082 METERS 21122     |
 OE1747| OE1755 ABB A SACGS 1973                     13.532 METERS 27624     |
 OE1747| OE1743 THOMAS                              APPROX. 5.3 KM 3340444.9 |
 OE1747|---------------------------------------------------------------------|
 OE1747
 OE1747                          SUPERSEDED SURVEY CONTROL
 OE1747
 OE1747  NAD 83(1986)-  43 14 08.89877(N)    074 06 40.36938(W) AD(       ) 2
 OE1747  NAD 27      -  43 14 08.63856(N)    074 06 41.89997(W) AD(       ) 2
 OE1747  NGVD 29 (07/19/86)  368.3    (m)         1208.     (f) VERT ANG       
 OE1747
 OE1747.Superseded values are not recommended for survey control.
 OE1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1747.See file dsdata.txt to determine how the superseded data were derived.
 OE1747
 OE1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7216687384(NAD 83)
 OE1747_MARKER: DD = SURVEY DISK
 OE1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1747+STABILITY: SURFACE MOTION
 OE1747
 OE1747  HISTORY     - Date     Condition        Report By
 OE1747  HISTORY     - 1973     MONUMENTED       NY-091
 OE1747
 OE1747                          STATION DESCRIPTION
 OE1747
 OE1747'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1747'THE STATION IS LOCATED ABOUT 2.3 MILES NORTHWEST OF BATCHELLERVILLE,
 OE1747'1.1 MILES NORTHWEST OF EDINGBURG, 0.7 MILES SOUTHEAST OF
 OE1747'CLARKVILLE IN THE TOWNSHIP OF EDINBURG.
 OE1747'
 OE1747'TO REACH THE STATION FROM THE TOWN HALL IN EDINBURG, GO NORTH
 OE1747'ON COUNTY HIGHWAY 4 FOR 0.05 MILE TO THE JUNCTION OF COUNTY
 OE1747'HIGHWAY 4, OLMSTEAD ROAD, AND MILITARY ROAD.  GO NORTH ON
 OE1747'MILITARY ROAD FOR 0.2 MILE TO THE Y-ROAD INTERSECTION ON THE
 OE1747'LEFT.  TURN LEFT AND GO NORTHWEST ON AIRPORT ROAD FOR 0.75 MILES
 OE1747'TO T-ROAD INTERSECTION ON RIGHT.  TURN RIGHT AND GO NORTHEAST
 OE1747'ON BRADT HILL ROAD FOR 0.25 MILE TO AZIMUTH MARK, ABB-1
 OE1747'(SACGS), ON RIGHT.  CONTINUE NORTHEAST ON BRADT HILL ROAD FOR
 OE1747'0.1 MILE TO STATION ON LEFT.
 OE1747'
 OE1747'TO REACH AZIMUTH MARK, ABB-2 (SACGS), FROM THE STATION,
 OE1747'CONTINUE NORTHEAST ON BRADT HILL ROAD FOR 0.05 MILE TO MARK
 OE1747'ON RIGHT.
 OE1747'
 OE1747'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1747'SURVEY STAMPED ABB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1747'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OE1747'THE GROUND.  IT IS LOCATED 42.6 FEET NORTHWEST OF SOUTHWEST END
 OE1747'OF CENTERLINE OF 12 INCH CMP CROSSING DIRT DRIVE ON SOUTHEAST
 OE1747'SIDE OF BRADT HILL ROAD, 62.3 FEET NORTHEAST OF POWER POLE NM 8,
 OE1747'14.8 FEET NORTHEAST OF LONE 18-INCH MAPLE TREE, 15.0 FEET
 OE1747'SOUTHEAST OF RANGE LINE OFF NORTHERLY FACE OF COLLINS CAMP ON
 OE1747'SOUTHEAST SIDE OF BRADT HILL ROAD, AND 12.6 FEET NORTHWEST OF
 OE1747'CENTERLINE OF BRADT HILL ROAD.  THE UNDERGROUND MARK IS SET
 OE1747'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48-INCHES BELOW
 OE1747'THE GROUND.
 OE1747'
 OE1747'AZIMUTH MARK, ABB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1747'COUNTY GEODETIC SURVEY STAMPED ABB-1.  IT IS SET IN THE TOP OF
 OE1747'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW
 OE1747'THE GROUND.  IT IS LOCATED 113.5 FEET SOUTHWEST OF POWER POLE
 OE1747'NM 6, L1244-7, 102.5 FEET SOUTHWEST OF RANGE LINE OFF SOUTHWEST
 OE1747'SIDE OF A CAMP ON THE SOUTHEAST SIDE OF BRADT HILL ROAD, 113.6
 OE1747'FEET SOUTHWEST OF POWER POLE (UNMARKED), 16.2 FEET NORTHWEST
 OE1747'OF CENTERLINE OF STONE WALL, 84.6 FEET NORTHEAST OF 18-INCH
 OE1747'WHITE PINE TREE, 114.8 FEET EAST OF POWER POLE NM 5/6 AND
 OE1747'12.6 FEET SOUTHEAST OF CENTERLINE OF BRADT HILL ROAD.
 OE1747'
 OE1747'AZIMUTH MARK, ABB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1747'COUNTY GEODETIC SURVEY STAMPED ABB-2.  IT IS SET IN THE TOP OF
 OE1747'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW
 OE1747'THE GROUND.  IT IS LOCATED 63.0 FEET SOUTHWEST OF 12-INCH MAPLE
 OE1747'TREE AT NORTHWESTERLY MOST END OF STONE WALL AND TREE LINE, 116.0
 OE1747'FEET NORTHEAST OF POWER POLE 9/1, 129.0 FEET NORTHEAST OF POWER
 OE1747'POLE NM 9, L1244-10, 37.0 FEET SOUTHEAST OF 18-INCH MAPLE TREE,
 OE1747'AND 12.8 FEET SOUTHEAST OF CENTERLINE OF BRADT HILL ROAD.
 OE1747'
 OE1747'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0494 ***********************************************************************
 OG0494  DESIGNATION -  ABBOTT
 OG0494  PID         -  OG0494
 OG0494  STATE/COUNTY-  NY/ERIE
 OG0494  USGS QUAD   -  
 OG0494
 OG0494                         *CURRENT SURVEY CONTROL
 OG0494  ___________________________________________________________________
 OG0494* NAD 83(1996)-  43 03 42.55523(N)    078 29 23.39932(W)     ADJUSTED  
 OG0494* NAVD 88     -       194.2    (meters)     637.     (feet)  VERTCON   
 OG0494  ___________________________________________________________________
 OG0494  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 OG0494  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OG0494
 OG0494  HORZ ORDER  -  FIRST
 OG0494
 OG0494.The horizontal coordinates were established by classical geodetic methods
 OG0494.and adjusted by the National Geodetic Survey in January 1999..
 OG0494
 OG0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0494
 OG0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0494
 OG0494.The geoid height was determined by GEOID03.
 OG0494
 OG0494;                    North         East     Units Scale Factor Converg.
 OG0494;SPC NY W     -   340,041.733   357,615.972   MT  0.99993821   +0 03 49.8
 OG0494;SPC NY W     - 1,115,620.25  1,173,278.40   sFT  0.99993821   +0 03 49.8
 OG0494;UTM  17      - 4,770,738.085   704,398.849   MT  1.00011398   +1 42 52.2
 OG0494
 OG0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0494!SPC NY W     -   0.99997506  x   0.99993821  =   0.99991327
 OG0494!UTM  17      -   0.99997506  x   1.00011398  =   1.00008904
 OG0494
 OG0494|---------------------------------------------------------------------|
 OG0494| PID    Reference Object                     Distance      Geod. Az  |
 OG0494|                                                           dddmmss.s |
 OG0494| CZ9614 ABBOTT RM 1                          26.232 METERS 05803     |
 OG0494| OG0496 AKRON GEORGIA PACIFIC TANK          APPROX. 3.2 KM 1620838.0 |
 OG0494| CZ9616 ABBOTT RM 3                                        1651235.6 |
 OG0494| OG0495 AKRON AIRPORT STANDPIPE             APPROX. 4.9 KM 1783219.8 |
 OG0494| OG0493 AKRON FORD GUM AND MACH STACK       APPROX. 4.1 KM 1863358.2 |
 OG0494| CZ9615 ABBOTT RM 2                          26.687 METERS 30329     |
 OG0494|---------------------------------------------------------------------|
 OG0494
 OG0494                          SUPERSEDED SURVEY CONTROL
 OG0494
 OG0494  NAD 83(1986)-  43 03 42.56210(N)    078 29 23.39694(W) AD(       ) 1
 OG0494  NAD 27      -  43 03 42.34991(N)    078 29 24.31166(W) AD(       ) 1
 OG0494  NGVD 29 (07/19/86)  194.3    (m)          637.     (f) VERT ANG       
 OG0494
 OG0494.Superseded values are not recommended for survey control.
 OG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0494.See file dsdata.txt to determine how the superseded data were derived.
 OG0494
 OG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0439970738(NAD 83)
 OG0494_MARKER: DS = TRIANGULATION STATION DISK
 OG0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0494
 OG0494  HISTORY     - Date     Condition        Report By
 OG0494  HISTORY     - 1972     MONUMENTED       NGS
 OG0494
 OG0494                          STATION DESCRIPTION
 OG0494
 OG0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0494'STATION IS LOCATED 3 MILES NORTH OF AKRON, 1-1/2 MILES SOUTH OF
 OG0494'THE NIAGARA-ERIE COUNTY LINE, 1-1/4 MILES EAST OF STATE HIGHWAY
 OG0494'93, 1/2 MILE EAST OF THE JUNCTION OF CEDAR STREET AND MARTIN
 OG0494'ROAD, 1/4 MILE SOUTH OF THE TONAWANDA INDIAN RESERVATION, ON THE
 OG0494'SOUTH SIDE OF MARTIN ROAD AND ON PROPERTY OWNED BY BEN DE YOUNG.
 OG0494'
 OG0494'TO REACH THE STATION FROM THE POST OFFICE IN AKRON, GO WEST ON
 OG0494'MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY
 OG0494'93.  TURN RIGHT AND GO NORTHERLY ON HIGHWAY 93 FOR 0.55 MILE TO
 OG0494'WHERE HIGHWAY 93 TURNS LEFT AND GOES WEST.  CONTINUE NORTH ON
 OG0494'CEDAR STREET FOR 2.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 OG0494'AND GO EAST ON MARTIN ROAD FOR 0.5 MILE TO THE STATION ON THE
 OG0494'RIGHT AS DESCRIBED.
 OG0494'
 OG0494'STATION MARK, STAMPED ABBOTT 1972, IS A STANDARD DISK SET IN A
 OG0494'ROUND CONCRETE POST WHICH IS ABOUT 15 INCHES BELOW THE GROUND
 OG0494'SURFACE.  IT IS 224 FEET SOUTHWEST OF A POWER POLE NUMBERED
 OG0494'110, 157 FEET SOUTHEAST OF THE SOUTH END OF A METAL CULVERT
 OG0494'UNDER MARTIN ROAD, 132 FEET NORTH OF A SMALL DRAINAGE DITCH
 OG0494'ALONG THE NORTH EDGE OF A GOLF COURSE, 71 FEET SOUTH OF CENTER
 OG0494'OF MARTIN ROAD, 52 FEET SOUTH OF A DITCH AND 49 FEET SOUTH OF A
 OG0494'METAL WITNESS POST.
 OG0494'
 OG0494'REFERENCE MARK 1, STAMPED ABBOTT NO 1 1972, IS A STANDARD DISK
 OG0494'SET IN A ROUND CONCRETE POST WHICH IS ABOUT 1-INCH BELOW THE
 OG0494'GROUND SURFACE.  IT IS 148 FEET WEST OF THE POWER POLE NUMBERED
 OG0494'110, 25 FEET SOUTH OF CENTER OF MARTIN ROAD, 5 FEET SOUTH OF A
 OG0494'DITCH AND 1.7 FEET WEST OF A METAL WITNESS POST.
 OG0494'
 OG0494'REFERENCE MARK 2, STAMPED ABBOTT NO 2 1972, IS A STANDARD DISK
 OG0494'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 74.5
 OG0494'FEET EAST OF THE SOUTH END OF THE METAL CULVERT, 25.5 FEET
 OG0494'SOUTH OF CENTER OF MARTIN ROAD, 5 FEET SOUTH OF A DITCH AND 1.9
 OG0494'FEET NORTH OF A METAL WITNESS POST.
 OG0494'
 OG0494'REFERENCE MARK 3, STAMPED ABBOTT NO 3 1972, IS A STANDARD DISK
 OG0494'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 44
 OG0494'FEET SOUTHWEST OF A 24-INCH OAK TREE, 14 FEET WEST OF CENTER OF
 OG0494'MARTIN ROAD, 3.2 FEET NORTH OF A ROAD SIGN MARKING A CURVE AND
 OG0494'SPEED LIMIT AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 OG0494'
 OG0494'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST AND SOUTH
 OG0494'ON MARTIN ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OG0494'
 OG0494'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1756 ***********************************************************************
 OE1756  DESIGNATION -  ABC
 OE1756  PID         -  OE1756
 OE1756  STATE/COUNTY-  NY/SARATOGA
 OE1756  USGS QUAD   -  EDINBURG (1970)
 OE1756
 OE1756                         *CURRENT SURVEY CONTROL
 OE1756  ___________________________________________________________________
 OE1756* NAD 83(1996)-  43 08 56.10700(N)    074 07 06.45547(W)     ADJUSTED  
 OE1756* NAVD 88     -       236.3    (meters)     775.     (feet)  VERTCON   
 OE1756  ___________________________________________________________________
 OE1756  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 OE1756  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OE1756
 OE1756  HORZ ORDER  -  SECOND
 OE1756
 OE1756.The horizontal coordinates were established by classical geodetic methods
 OE1756.and adjusted by the National Geodetic Survey in January 1999..
 OE1756
 OE1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1756
 OE1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1756
 OE1756.The geoid height was determined by GEOID03.
 OE1756
 OE1756;                    North         East     Units Scale Factor Converg.
 OE1756;SPC NY E     -   479,284.945   181,032.825   MT  0.99991184   +0 15 39.4
 OE1756;SPC NY E     - 1,572,454.02    593,938.53   sFT  0.99991184   +0 15 39.4
 OE1756;UTM  18      - 4,777,729.301   571,679.302   MT  0.99966320   +0 36 10.5
 OE1756
 OE1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1756!SPC NY E     -   0.99996768  x   0.99991184  =   0.99987952
 OE1756!UTM  18      -   0.99996768  x   0.99966320  =   0.99963089
 OE1756
 OE1756:                Primary Azimuth Mark                     Grid Az
 OE1756:SPC NY E     -  ABC 2                                    035 02 57.0
 OE1756:UTM  18      -  ABC 2                                    034 42 25.9
 OE1756
 OE1756|---------------------------------------------------------------------|
 OE1756| PID    Reference Object                     Distance      Geod. Az  |
 OE1756|                                                           dddmmss.s |
 OE1756| CZ7386 ABC 2                                              0351836.4 |
 OE1756| CZ7385 ABC 1                                              2141056.6 |
 OE1756| OE1757 ABC A SACGS 1973                     10.320 METERS 32238     |
 OE1756| OE1743 THOMAS                              APPROX.14.5 KM 3531023.6 |
 OE1756|---------------------------------------------------------------------|
 OE1756
 OE1756                          SUPERSEDED SURVEY CONTROL
 OE1756
 OE1756  NAD 83(1986)-  43 08 56.11131(N)    074 07 06.45565(W) AD(       ) 2
 OE1756  NAD 27      -  43 08 55.84869(N)    074 07 07.98650(W) AD(       ) 2
 OE1756  NGVD 29 (07/19/86)  236.4    (m)          776.     (f) VERT ANG       
 OE1756
 OE1756.Superseded values are not recommended for survey control.
 OE1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1756.See file dsdata.txt to determine how the superseded data were derived.
 OE1756
 OE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7167977729(NAD 83)
 OE1756_MARKER: DD = SURVEY DISK
 OE1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1756
 OE1756  HISTORY     - Date     Condition        Report By
 OE1756  HISTORY     - 1973     MONUMENTED       NY-091
 OE1756
 OE1756                          STATION DESCRIPTION
 OE1756
 OE1756'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1756'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF
 OE1756'BATCHELLERVILLE, 5.5 MILES NORTHWEST OF HAGEDORNS MILLS, 6 MILES
 OE1756'NORTHWEST OF BARKERSVILLE, IN THE TOWNSHIP OF PROVIDENCE.
 OE1756'
 OE1756'TO REACH THE STATION FROM THE TOWN HALL IN EDINBURG, GO SOUTH
 OE1756'ON COUNTY HIGHWAY 4 FOR 0.25 MILE TO INTERSECTION OF COUNTY
 OE1756'HIGHWAYS 4, 5 AND 98.  TURN LEFT AND GO SOUTHEAST ON COUNTY
 OE1756'HIGHWAY 98 FOR 1.15 MILES TO THE JUNCTION OF COUNTY HIGHWAY 98
 OE1756'AND COUNTY HIGHWAY 7.  GO STRAIGHT AND PROCEED SOUTHEAST AND
 OE1756'SOUTH ON COUNTY HIGHWAY 7 FOR 4.45 MILES TO THE AZIMUTH MARK,
 OE1756'ABC-2 (SACGS), ON THE RIGHT.  CONTINUE SOUTH ON COUNTY HIGHWAY
 OE1756'7 FOR 0.05 MILE TO STATION ON RIGHT.
 OE1756'
 OE1756'TO REACH AZIMUTH MARK, ABC-1 (SACGS), FROM THE STATION, CONTINUE
 OE1756'SOUTHWEST OF COUNTY HIGHWAY 7 FOR 0.15 MILE TO MARK ON THE LEFT.
 OE1756'
 OE1756'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1756'SURVEY STAMPED ABC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1756'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 FOOT BELOW
 OE1756'THE GROUND.  IT IS LOCATED 230.4 FEET SOUTHWEST OF POWER POLE
 OE1756'NM 14/A, 68.0 FEET NORTHEAST OF CENTERLINE OF CONCRETE CULVERT ON
 OE1756'SOUTHEAST SIDE OF COUNTY HIGHWAY 7, 81.0 FEET SOUTHEAST OF
 OE1756'CENTERLINE OF CONCRETE CULVERT ON NORTHWEST SIDE OF COUNTY
 OE1756'HIGHWAY 7, 41.5 FEET SOUTHEAST OF MOST NORTHEASTERLY CONCRETE
 OE1756'GUARD RAIL ON NORTHWEST SIDE OF COUNTY HIGHWAY 7, AND 17.4
 OE1756'FEET SOUTHEAST OF CENTERLINE OF COUNTY HIGHWAY 7.  THE
 OE1756'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OE1756'CONCRETE 48-INCHES BELOW THE GROUND.
 OE1756'
 OE1756'AZIMUTH MARK, ABC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1756'COUNTY GEODETIC SURVEY STAMPED ABC-1.  IT IS SET IN THE TOP OF
 OE1756'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1756'GROUND.  IT IS LOCATED 60.5 FEET SOUTHWEST OF 24-INCH WHITE PINE
 OE1756'TREE ON WESTERLY MOST END OF TREE ROW, 71.4 FEET SOUTHWEST OF
 OE1756'RANGE LINE OFF SOUTHWEST SIDE OF HOUSE WITH STONE FOUNDATION
 OE1756'ON SOUTHEAST SIDE OF COUNTY HIGHWAY 7 AND WEST SIDE OF COUNTY
 OE1756'HIGHWAY 13, 10.9 FEET NORTHWEST OF RANGE LINE OFF NORTHWEST
 OE1756'SIDE OF HOUSE WITH STONE FOUNDATION ON SOUTHEAST SIDE OF
 OE1756'COUNTY HIGHWAY 7 AND WEST SIDE OF COUNTY HIGHWAY 13, 62.4 FEET
 OE1756'NORTHEAST OF NORTHEASTERLY CORNER OF STORE AND GAS STATION ON
 OE1756'SOUTH SIDE OF COUNTY HIGHWAY 7, 93.4 FEET SOUTHEAST OF POWER
 OE1756'POLE NM 11-1/2 AND 24.6 FEET SOUTHEAST OF CENTERLINE OF COUNTY
 OE1756'HIGHWAY 7.
 OE1756'
 OE1756'AZIMUTH MARK, ABC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1756'COUNTY GEODETIC SURVEY STAMPED ABC-2.  IT IS SET IN THE TOP OF A
 OE1756'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OE1756'ABOVE THE GROUND.  IT IS LOCATED 38.0 FEET NORTHEAST OF RANGE
 OE1756'LINE OFF NORTHEASTERLY SIDE OF CAMP ON SOUTHEAST SIDE OF COUNTY
 OE1756'HIGHWAY 7, 146.5 FEET NORTHEAST OF POWER POLE NM 14, 25.0 FEET
 OE1756'SOUTHWEST OF CENTERLINE OF CONCRETE PIPE AT FACE OF CONCRETE
 OE1756'HEADWALL ON NORTHWEST SIDE OF COUNTY HIGHWAY 7, 39.6 FEET
 OE1756'NORTHWEST OF CATCH BASIN AT SOUTHEAST END OF CONCRETE
 OE1756'HEADWALL ON SOUTHEAST SIDE OF COUNTY HIGHWAY 7, AND 15.5 FEET
 OE1756'NORTHWEST OF CENTERLINE OF COUNTY HIGHWAY 7.
 OE1756'
 OE1756'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2110 ***********************************************************************
 MZ2110  DESIGNATION -  ABEEL
 MZ2110  PID         -  MZ2110
 MZ2110  STATE/COUNTY-  NY/GREENE
 MZ2110  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2110
 MZ2110                         *CURRENT SURVEY CONTROL
 MZ2110  ___________________________________________________________________
 MZ2110* NAD 83(1996)-  42 12 35.30219(N)    073 51 53.31463(W)     ADJUSTED  
 MZ2110* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 MZ2110  ___________________________________________________________________
 MZ2110  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MZ2110  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2110
 MZ2110  HORZ ORDER  -  THIRD
 MZ2110
 MZ2110.The horizontal coordinates were established by classical geodetic methods
 MZ2110.and adjusted by the National Geodetic Survey in January 1999..
 MZ2110
 MZ2110.The orthometric height was scaled from a topographic map.
 MZ2110
 MZ2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2110
 MZ2110.The geoid height was determined by GEOID03.
 MZ2110
 MZ2110;                    North         East     Units Scale Factor Converg.
 MZ2110;SPC NY E     -   375,097.328   202,447.644   MT  0.99993384   +0 25 36.3
 MZ2110;SPC NY E     - 1,230,631.82    664,196.98   sFT  0.99993384   +0 25 36.3
 MZ2110;UTM  18      - 4,673,694.895   593,704.918   MT  0.99970804   +0 45 45.8
 MZ2110
 MZ2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2110!SPC NY E     -   1.00000027  x   0.99993384  =   0.99993411
 MZ2110!UTM  18      -   1.00000027  x   0.99970804  =   0.99970831
 MZ2110
 MZ2110:                Primary Azimuth Mark                     Grid Az
 MZ2110:SPC NY E     -  CATSKILL GREENE CO CTHSE FLAG            002 21 16.4
 MZ2110:UTM  18      -  CATSKILL GREENE CO CTHSE FLAG            002 01 06.9
 MZ2110
 MZ2110|---------------------------------------------------------------------|
 MZ2110| PID    Reference Object                     Distance      Geod. Az  |
 MZ2110|                                                           dddmmss.s |
 MZ2110| MZ2103 CATSKILL GREENE CO CTHSE FLAG       APPROX. 0.8 KM 0024652.7 |
 MZ2110| MZ2118 GREENDALE RED BARN CUPOLA           APPROX. 1.9 KM 0880308.5 |
 MZ2110| MZ2088 POOLE                               APPROX. 0.8 KM 3304212.5 |
 MZ2110| MZ2107 CATSKILL ATLANTIC KNIT CO STK       367.826 METERS 34509     |
 MZ2110| MZ2108 CATSKILL STATE ARMORY FLAGPOLE      APPROX. 0.8 KM 3532311.0 |
 MZ2110|---------------------------------------------------------------------|
 MZ2110
 MZ2110                          SUPERSEDED SURVEY CONTROL
 MZ2110
 MZ2110  NAD 83(1996)-  42 12 35.30100(N)    073 51 53.31934(W) AD(       ) 3
 MZ2110  NAD 83(1996)-  42 12 35.30131(N)    073 51 53.31882(W) AD(       ) 3
 MZ2110  NAD 83(1992)-  42 12 35.30135(N)    073 51 53.31887(W) AD(       ) 3
 MZ2110  NAD 83(1992)-  42 12 35.30134(N)    073 51 53.31885(W) AD(       ) 3
 MZ2110  NAD 83(1986)-  42 12 35.30224(N)    073 51 53.31731(W) AD(       ) 3
 MZ2110  NAD 27      -  42 12 34.98300(N)    073 51 54.85100(W) AD(       ) 3
 MZ2110
 MZ2110.Superseded values are not recommended for survey control.
 MZ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2110.See file dsdata.txt to determine how the superseded data were derived.
 MZ2110
 MZ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9370573695(NAD 83)
 MZ2110
 MZ2110  HISTORY     - Date     Condition        Report By
 MZ2110  HISTORY     - 1934     MONUMENTED       CGS
 MZ2110
 MZ2110                          STATION DESCRIPTION
 MZ2110
 MZ2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2110'SPIRE ON BRICK HOUSE 34 W MAIN STREET, CATSKILL, NEW YORK,
 MZ2110'BELONGING TO THE MISSES ABEEL.  (NOTE - A 10-FOOT TOWER IS
 MZ2110'NECESSARY TO ELEVATE INSTRUMENT OVER SPIRE.  ALSO THIS SPIRE IS
 MZ2110'BUILT OF WOOD AND IN VERY BAD STATE OF DECAY.)
 MZ2110'
 MZ2110'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2255 ***********************************************************************
 OF2255  DESIGNATION -  ABERDEEN 1925
 OF2255  PID         -  OF2255
 OF2255  STATE/COUNTY-  NY/MONROE
 OF2255  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2255
 OF2255                         *CURRENT SURVEY CONTROL
 OF2255  ___________________________________________________________________
 OF2255* NAD 83(1996)-  43 08 21.93559(N)    077 38 09.99695(W)     ADJUSTED  
 OF2255* NAVD 88     -       164.44   (+/-2cm)     539.5    (feet)  VERTCON   
 OF2255  ___________________________________________________________________
 OF2255  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OF2255  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF2255
 OF2255  HORZ ORDER  -  SECOND
 OF2255  VERT ORDER  -  THIRD ? (See Below)
 OF2255
 OF2255.The horizontal coordinates were established by classical geodetic methods
 OF2255.and adjusted by the National Geodetic Survey in January 1999..
 OF2255
 OF2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2255.The vertical order pertains to the NGVD 29 superseded value.
 OF2255
 OF2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2255
 OF2255.The geoid height was determined by GEOID03.
 OF2255
 OF2255;                    North         East     Units Scale Factor Converg.
 OF2255;SPC NY W     -   349,094.092   427,058.034   MT  1.00001052   +0 38 51.8
 OF2255;SPC NY W     - 1,145,319.53  1,401,106.23   sFT  1.00001052   +0 38 51.8
 OF2255;UTM  18      - 4,779,671.527   285,616.435   MT  1.00016542   -1 48 11.5
 OF2255
 OF2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2255!SPC NY W     -   0.99997978  x   1.00001052  =   0.99999030
 OF2255!UTM  18      -   0.99997978  x   1.00016542  =   1.00014520
 OF2255
 OF2255:                Primary Azimuth Mark                     Grid Az
 OF2255:SPC NY W     -  TERRACE 1925                             179 18 00.0
 OF2255:UTM  18      -  TERRACE 1925                             181 45 03.3
 OF2255
 OF2255|---------------------------------------------------------------------|
 OF2255| PID    Reference Object                     Distance      Geod. Az  |
 OF2255|                                                           dddmmss.s |
 OF2255| OF2256 TERRACE 1925                        417.299 METERS 1795651.8 |
 OF2255| OF2222 SUPERIOR 1925                       APPROX. 0.6 KM 3593453.7 |
 OF2255|---------------------------------------------------------------------|
 OF2255
 OF2255                          SUPERSEDED SURVEY CONTROL
 OF2255
 OF2255  NAD 83(1986)-  43 08 21.94364(N)    077 38 09.99339(W) AD(       ) 2
 OF2255  NAD 27      -  43 08 21.72100(N)    077 38 10.98600(W) AD(       ) 2
 OF2255  NGVD 29 (07/19/86)  164.62   (m)          540.1    (f) LEVELING    3  
 OF2255
 OF2255.Superseded values are not recommended for survey control.
 OF2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2255.See file dsdata.txt to determine how the superseded data were derived.
 OF2255
 OF2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8561679672(NAD 83)
 OF2255_MARKER: H = DRILL HOLE
 OF2255_SETTING: 0 = UNSPECIFIED SETTING
 OF2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2255
 OF2255  HISTORY     - Date     Condition        Report By
 OF2255  HISTORY     - 1925     MONUMENTED       CGS
 OF2255  HISTORY     - 1969     GOOD             CGS
 OF2255  HISTORY     - 1977     GOOD             NY-055
 OF2255
 OF2255                          STATION DESCRIPTION
 OF2255
 OF2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2255'IN ROCHESTER, IN THE SIDEWALK AT THE NORTHWEST CORNER OF GENESEE
 OF2255'AND ABERDEEN STREETS, 2.31 METERS WEST OF THE CURB ON THE WEST
 OF2255'SIDE OF GENESEE STREET, 3.34 METERS NORTH OF THE NORTH CURB OF
 OF2255'ABERDEEN STREET, AND 0.73 METER EAST OF AN R.C.S. MARK IN THE
 OF2255'SIDEWALK.
 OF2255
 OF2255                          STATION RECOVERY (1969)
 OF2255
 OF2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2255'IN ROCHESTER AT NORTH WEST CORNER OF THE INTERSECTION OF ABERDEEN
 OF2255'AND GENESSEE STREETS
 OF2255'
 OF2255'0.5 MILE EAST OF STATION GRAY 1969
 OF2255'
 OF2255'STATION IS A ROCHESTER CITY SURVEY MONUMENT WITH A DRILL HOLE
 OF2255'IN A STONE COLUMN IN A CAST IRON FRAME AND COVER.
 OF2255
 OF2255                          STATION RECOVERY (1977)
 OF2255
 OF2255'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2255'ABERDEEN RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1431 ***********************************************************************
 NC1431  DESIGNATION -  ABGOTT
 NC1431  PID         -  NC1431
 NC1431  STATE/COUNTY-  NY/ERIE
 NC1431  USGS QUAD   -  BUFFALO NE (1965)
 NC1431
 NC1431                         *CURRENT SURVEY CONTROL
 NC1431  ___________________________________________________________________
 NC1431* NAD 83(1996)-  42 58 18.78558(N)    078 50 15.86474(W)     ADJUSTED  
 NC1431* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 NC1431  ___________________________________________________________________
 NC1431  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 NC1431  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 NC1431
 NC1431  HORZ ORDER  -  FIRST
 NC1431
 NC1431.The horizontal coordinates were established by classical geodetic methods
 NC1431.and adjusted by the National Geodetic Survey in January 1999..
 NC1431
 NC1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1431
 NC1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1431
 NC1431.The geoid height was determined by GEOID03.
 NC1431
 NC1431;                    North         East     Units Scale Factor Converg.
 NC1431;SPC NY W     -   330,078.253   329,247.254   MT  0.99994280   -0 10 24.3
 NC1431;SPC NY W     - 1,082,931.74  1,080,205.37   sFT  0.99994280   -0 10 24.3
 NC1431;UTM  17      - 4,759,961.136   676,325.599   MT  0.99998249   +1 28 27.3
 NC1431
 NC1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1431!SPC NY W     -   0.99997681  x   0.99994280  =   0.99991961
 NC1431!UTM  17      -   0.99997681  x   0.99998249  =   0.99995930
 NC1431
 NC1431|---------------------------------------------------------------------|
 NC1431| PID    Reference Object                     Distance      Geod. Az  |
 NC1431|                                                           dddmmss.s |
 NC1431| CZ9617 ABGOTT RM 1                          24.928 METERS 09858     |
 NC1431| CZ9619 ABGOTT RM 3                                        1783025.2 |
 NC1431| NC1513 KENMORE MERCY HOSP STACK            APPROX. 3.6 KM 2803842.3 |
 NC1431| CZ9618 ABGOTT RM 2                          24.635 METERS 35224     |
 NC1431|---------------------------------------------------------------------|
 NC1431
 NC1431                          SUPERSEDED SURVEY CONTROL
 NC1431
 NC1431  NAD 83(1986)-  42 58 18.79168(N)    078 50 15.86220(W) AD(       ) 1
 NC1431  NAD 27      -  42 58 18.58482(N)    078 50 16.73569(W) AD(       ) 1
 NC1431  NGVD 29 (07/19/86)  183.3    (m)          601.     (f) VERT ANG       
 NC1431
 NC1431.Superseded values are not recommended for survey control.
 NC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1431.See file dsdata.txt to determine how the superseded data were derived.
 NC1431
 NC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7632659961(NAD 83)
 NC1431_MARKER: DS = TRIANGULATION STATION DISK
 NC1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1431
 NC1431  HISTORY     - Date     Condition        Report By
 NC1431  HISTORY     - 1972     MONUMENTED       NGS
 NC1431  HISTORY     - 19910610 GOOD             USPSQD
 NC1431
 NC1431                          STATION DESCRIPTION
 NC1431
 NC1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1431'THE STATION IS 1-1/4 MILES WEST OF EGGERTSVILLE, 1 MILE
 NC1431'NORTHEAST OF KENMORE, 1/2 MILE NORTH OF ENGLEWOOD AND IN THE
 NC1431'TOWN OF TONAWANDA ON PROPERTY OWNED BY BEN FRANKLIN JUNIOR HIGH
 NC1431'SCHOOL.
 NC1431'
 NC1431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 NC1431'STATE HIGHWAY 324 IN TONAWANDA, GO WEST ON HIGHWAY 324 FOR 0.7
 NC1431'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON PARKER ROAD FOR
 NC1431'0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NC1431'
 NC1431'STATION MARK, STAMPED ABGOTT 1972 IS A STANDARD DISK SET IN A
 NC1431'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NC1431'55 FEET EAST OF THE CENTER OF PARKER ROAD, 29 FEET NORTHEAST OF
 NC1431'A FIRE HYDRANT, 20 FEET NORTHEAST OF A FENCE CORNER, 14 FEET
 NC1431'NORTH OF A FENCE AND 14 FEET EAST OF A FENCE.
 NC1431'
 NC1431'REFERENCE MARK 1, STAMPED ABGOTT NO 1 1972 IS A STANDARD DISK
 NC1431'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 95 FEET
 NC1431'EAST OF THE FENCE CORNER, 31.5 FEET NORTHEAST OF A 30-INCH OAK
 NC1431'TREE, 17.5 FEET NORTHWEST OF AN 18-INCH OAK TREE AND 0.5 FOOT
 NC1431'NORTH OF A FENCE.
 NC1431'
 NC1431'REFERENCE MARK 2, STAMPED ABGOTT NO 2 1972 IS A STANDARD DISK
 NC1431'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 84 FEET
 NC1431'NORTH OF THE FENCE CORNER, 41 FEET EAST OF THE CENTER OF PARKER
 NC1431'ROAD, 32 FEET SOUTH OF THE CENTER OF A GATE AND 0.5 FOOT EAST
 NC1431'OF A FENCE.
 NC1431'
 NC1431'REFERENCE MARK 3, STAMPED ABGOTT NO 3 1972 IS A STANDARD DISK
 NC1431'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 135
 NC1431'FEET EAST OF THE CENTER OF THE INTERSECTION OF PARKER AND
 NC1431'DECATUR ROADS, 20 FEET NORTH OF THE CENTER OF DECATUR ROAD AND
 NC1431'6 FEET NORTHEAST OF A VEHICLE DETECTOR POLE.
 NC1431'
 NC1431'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON PARKER
 NC1431'ROAD FOR 0.2 MILE TO THE JUNCTION OF DECATUR ROAD AND THE MARK
 NC1431'ON THE LEFT AS DESCRIBED.
 NC1431'
 NC1431'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 NC1431
 NC1431                          STATION RECOVERY (1991)
 NC1431
 NC1431'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1739 ***********************************************************************
 OE1739  DESIGNATION -  ACA
 OE1739  PID         -  OE1739
 OE1739  STATE/COUNTY-  NY/SARATOGA
 OE1739  USGS QUAD   -  GALWAY (1970)
 OE1739
 OE1739                         *CURRENT SURVEY CONTROL
 OE1739  ___________________________________________________________________
 OE1739* NAD 83(1996)-  43 17 35.54641(N)    074 04 11.38680(W)     ADJUSTED  
 OE1739* NAVD 88     -       452.8    (meters)    1486.     (feet)  VERTCON   
 OE1739  ___________________________________________________________________
 OE1739  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 OE1739  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 OE1739
 OE1739  HORZ ORDER  -  SECOND
 OE1739
 OE1739.The horizontal coordinates were established by classical geodetic methods
 OE1739.and adjusted by the National Geodetic Survey in January 1999..
 OE1739
 OE1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1739
 OE1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1739
 OE1739.The geoid height was determined by GEOID03.
 OE1739
 OE1739;                    North         East     Units Scale Factor Converg.
 OE1739;SPC NY E     -   495,332.584   184,905.786   MT  0.99991498   +0 17 41.9
 OE1739;SPC NY E     - 1,625,103.65    606,645.07   sFT  0.99991498   +0 17 41.9
 OE1739;UTM  18      - 4,793,795.833   575,455.353   MT  0.99967004   +0 38 16.4
 OE1739
 OE1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1739!SPC NY E     -   0.99993364  x   0.99991498  =   0.99984862
 OE1739!UTM  18      -   0.99993364  x   0.99967004  =   0.99960370
 OE1739
 OE1739:                Primary Azimuth Mark                     Grid Az
 OE1739:SPC NY E     -  ACA 2                                    143 32 13.3
 OE1739:UTM  18      -  ACA 2                                    143 11 38.8
 OE1739
 OE1739|---------------------------------------------------------------------|
 OE1739| PID    Reference Object                     Distance      Geod. Az  |
 OE1739|                                                           dddmmss.s |
 OE1739| CZ7387 ACA 2                                              1434955.2 |
 OE1739| OE1734 YOUNG                               129.851 METERS 25617     |
 OE1739| OE1738 ACA 1 SACGS 1973                    124.274 METERS 32756     |
 OE1739|---------------------------------------------------------------------|
 OE1739
 OE1739                          SUPERSEDED SURVEY CONTROL
 OE1739
 OE1739  NAD 83(1986)-  43 17 35.55078(N)    074 04 11.38692(W) AD(       ) 2
 OE1739  NAD 27      -  43 17 35.29093(N)    074 04 12.92001(W) AD(       ) 2
 OE1739  NGVD 29 (07/19/86)  452.9    (m)         1486.     (f) VERT ANG       
 OE1739
 OE1739.Superseded values are not recommended for survey control.
 OE1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1739.See file dsdata.txt to determine how the superseded data were derived.
 OE1739
 OE1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7545593796(NAD 83)
 OE1739_MARKER: DD = SURVEY DISK
 OE1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1739
 OE1739  HISTORY     - Date     Condition        Report By
 OE1739  HISTORY     - 1973     MONUMENTED       NY-091
 OE1739
 OE1739                          STATION DESCRIPTION
 OE1739
 OE1739'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1739'THE STATION IS LOCATED 7.5 MILES SOUTHWEST OF CONKLINGVILLE,
 OE1739'5.5 MILES NORTHEAST OF EDINBURG, 6.0 MILES NORTH OF
 OE1739'BATCHELLERVILLE, IN TOWNSHIP OF DAY.
 OE1739'
 OE1739'TO REACH THE STATION FROM THE TOWN HALL IN DAY, GO SOUTHWEST ON
 OE1739'COUNTY HIGHWAY 4 (NORTH SHORE ROAD) FOR 3.2 MILES TO THE T-ROAD
 OE1739'INTERSECTION OF SNOW ROAD ON RIGHT.  TURN RIGHT AND PROCEED
 OE1739'NORTHWEST ON SNOW ROAD FOR 0.9 MILE TO AZIMUTH MARK, ACA-2
 OE1739'(SACGS), ON THE RIGHT.  CONTINUE NORTHWEST ON SNOW ROAD FOR
 OE1739'0.8 MILE TO STATION ON LEFT.
 OE1739'
 OE1739'TO REACH AZIMUTH MARK, ACA-1 (SACGS), FROM THE STATION,
 OE1739'CONTINUE NORTHWEST ON SNOW ROAD FOR 0.1 MILE TO MARK ON RIGHT.
 OE1739'
 OE1739'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OE1739'SURVEY STAMPED ACA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1739'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1739'GROUND.  IT IS LOCATED 22.0 FEET NORTHEAST OF 18-INCH ASH TREE
 OE1739'IN A STONE WALL AND TREE LINE ON SOUTHWEST SIDE OF SNOW ROAD,
 OE1739'30.0 FEET EAST OF TWIN 10-INCH MAPLE TREES IN A STONE WALL AND
 OE1739'TREE LINE ON SOUTHWEST SIDE OF SNOW ROAD, 58.7 FEET SOUTH OF
 OE1739'14-INCH MAPLE TREE IN A CLUMP OF FOUR MAPLE TREES ON THE
 OE1739'NORTHEAST SIDE OF SNOW ROAD, 232.5 FEET SOUTHEAST OF
 OE1739'CENTERLINE OF 12-INCH C.M.P. ON THE SOUTHEAST SIDE OF A
 OE1739'DIRT DRIVE AND SOUTHWEST SIDE OF SNOW ROAD, AND 11.0 FEET
 OE1739'SOUTHWEST OF CENTERLINE OF SNOW ROAD.
 OE1739'
 OE1739'AZIMUTH MARK, ACA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1739'COUNTY GEODETIC SURVEY STAMPED ACA-1.  IT IS SET IN THE TOP OF
 OE1739'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT
 OE1739'ABOVE THE GROUND.  IT IS LOCATED 113.0 FEET SOUTHEAST OF RANGE
 OE1739'LINE OFF SOUTHEASTERLY SIDE OF LONG CABIN ON NORTHEAST SIDE OF
 OE1739'SNOW ROAD, 47.2 FEET SOUTHEAST OF SOUTHWESTERLY CORNER OF
 OE1739'CONCRETE BLOCK WELL COVER, 6.8 FEET NORTHWEST OF AN X CHISELED IN
 OE1739'THE FLAT SURFACE OF ROCK OUTCROP ON NORTHEAST SIDE OF SNOW
 OE1739'ROAD, 38.0 FEET NORTHEAST OF CENTERLINE OF 12-INCH C.M.P. ON
 OE1739'NORTHWEST SIDE OF DIRT DRIVE AND SOUTHWEST SIDE OF SNOW ROAD,
 OE1739'AND 17.3 FEET NORTHEAST OF CENTERLINE OF SNOW ROAD.
 OE1739'
 OE1739'AZIMUTH MARK, ACA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1739'COUNTY GEODETIC SURVEY STAMPED ACA-2.  IT IS IMBEDDED IN ROCK
 OE1739'FLUSH WITH THE GROUND.  IT IS LOCATED ON THE CREST OF A HILL
 OE1739'52.4 FEET EAST OF 8-INCH HEMLOCK TREE (WITH A TRIANGULAR BLAZE)
 OE1739'ON SOUTHWEST SIDE OF SNOW ROAD, 52.2 FEET SOUTHEAST OF POWER POLE
 OE1739'NM 16, 47.6 FEET NORTHEAST OF 12-INCH HEMLOCK TREE (WITH A
 OE1739'TRIANGULAR BLAZE) ON SOUTHWEST SIDE OF SNOW ROAD, AND 24.7 FEET
 OE1739'NORTHEAST OF CENTERLINE OF SNOW ROAD.
 OE1739'
 OE1739'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1738 ***********************************************************************
 OE1738  DESIGNATION -  ACA 1 SACGS 1973
 OE1738  PID         -  OE1738
 OE1738  STATE/COUNTY-  NY/SARATOGA
 OE1738  USGS QUAD   -  GALWAY (1970)
 OE1738
 OE1738                         *CURRENT SURVEY CONTROL
 OE1738  ___________________________________________________________________
 OE1738* NAD 83(1996)-  43 17 38.95897(N)    074 04 14.31365(W)     ADJUSTED  
 OE1738* NAVD 88     -       459.0    (meters)    1506.     (feet)  VERTCON   
 OE1738  ___________________________________________________________________
 OE1738  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 OE1738  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 OE1738
 OE1738  HORZ ORDER  -  SECOND
 OE1738
 OE1738.The horizontal coordinates were established by classical geodetic methods
 OE1738.and adjusted by the National Geodetic Survey in January 1999..
 OE1738
 OE1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1738
 OE1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1738
 OE1738.The geoid height was determined by GEOID03.
 OE1738
 OE1738;                    North         East     Units Scale Factor Converg.
 OE1738;SPC NY E     -   495,437.548   184,839.274   MT  0.99991493   +0 17 40.0
 OE1738;SPC NY E     - 1,625,448.02    606,426.85   sFT  0.99991493   +0 17 40.0
 OE1738;UTM  18      - 4,793,900.372   575,388.230   MT  0.99966991   +0 38 14.4
 OE1738
 OE1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1738!SPC NY E     -   0.99993267  x   0.99991493  =   0.99984760
 OE1738!UTM  18      -   0.99993267  x   0.99966991  =   0.99960260
 OE1738
 OE1738                          SUPERSEDED SURVEY CONTROL
 OE1738
 OE1738  NAD 83(1986)-  43 17 38.96334(N)    074 04 14.31378(W) AD(       ) 2
 OE1738  NAD 27      -  43 17 38.70311(N)    074 04 15.84645(W) AD(       ) 2
 OE1738  NGVD 29 (07/19/86)  459.1    (m)         1506.     (f) VERT ANG       
 OE1738
 OE1738.Superseded values are not recommended for survey control.
 OE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1738.See file dsdata.txt to determine how the superseded data were derived.
 OE1738
 OE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7538893900(NAD 83)
 OE1738_MARKER: DD = SURVEY DISK
 OE1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1738+STABILITY: SURFACE MOTION
 OE1738
 OE1738  HISTORY     - Date     Condition        Report By
 OE1738  HISTORY     - 1973     MONUMENTED       NY-091
 OE1738
 OE1738                          STATION DESCRIPTION
 OE1738
 OE1738'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OE1738'STATION ACA SACGS IS LOCATED 7.5 MILES SOUTHWEST OF CONKLINGVILLE,
 OE1738'5.5 MILES NORTHEAST OF EDINBURG, 6.0 MILES NORTH OF
 OE1738'BATCHELLERVILLE, IN TOWNSHIP OF DAY.
 OE1738'
 OE1738'TO REACH STATION ACA SACGS FROM THE TOWN HALL IN DAY, GO SOUTHWEST ON
 OE1738'COUNTY HIGHWAY 4 (NORTH SHORE ROAD) FOR 3.2 MILES TO THE T-ROAD
 OE1738'INTERSECTION OF SNOW ROAD ON RIGHT.  TURN RIGHT AND PROCEED
 OE1738'(SACGS), ON THE RIGHT.  CONTINUE NORTHWEST ON SNOW ROAD FOR
 OE1738'0.8 MILE TO STATION ON LEFT.
 OE1738'
 OE1738'TO REACH AZIMUTH MARK, ACA-1 (SACGS), FROM STATION ACA SACGS,
 OE1738'CONTINUE NORTHWEST ON SNOW ROAD FOR 0.1 MILE TO MARK ON RIGHT.
 OE1738'
 OE1738'AZIMUTH MARK, ACA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1738'COUNTY GEODETIC SURVEY STAMPED ACA-1.  IT IS SET IN THE TOP OF
 OE1738'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT
 OE1738'ABOVE THE GROUND.  IT IS LOCATED 113.0 FEET SOUTHEAST OF RANGE
 OE1738'LINE OFF SOUTHEASTERLY SIDE OF LONG CABIN ON NORTHEAST SIDE OF
 OE1738'SNOW ROAD, 47.2 FEET SOUTHEAST OF SOUTHWESTERLY CORNER OF
 OE1738'CONCRETE BLOCK WELL COVER, 6.8 FEET NORTHWEST OF AN X CHISELED IN
 OE1738'THE FLAT SURFACE OF ROCK OUTCROP ON NORTHEAST SIDE OF SNOW
 OE1738'ROAD, 38.0 FEET NORTHEAST OF CENTERLINE OF 12-INCH C.M.P. ON
 OE1738'NORTHWEST SIDE OF DIRT DRIVE AND SOUTHWEST SIDE OF SNOW ROAD,
 OE1738'AND 17.3 FEET NORTHEAST OF CENTERLINE OF SNOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5626 ***********************************************************************
 LX5626  DESIGNATION -  ACABO
 LX5626  PID         -  LX5626
 LX5626  STATE/COUNTY-  NY/SUFFOLK
 LX5626  USGS QUAD   -  GARDINERS ISLAND WEST (1956)
 LX5626
 LX5626                         *CURRENT SURVEY CONTROL
 LX5626  ___________________________________________________________________
 LX5626* NAD 83(1996)-  41 02 26.64619(N)    072 08 17.43113(W)     ADJUSTED  
 LX5626* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5626  ___________________________________________________________________
 LX5626  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LX5626  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LX5626
 LX5626  HORZ ORDER  -  THIRD
 LX5626
 LX5626.The horizontal coordinates were established by classical geodetic methods
 LX5626.and adjusted by the National Geodetic Survey in January 1999..
 LX5626
 LX5626.The orthometric height was scaled from a topographic map.
 LX5626
 LX5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5626
 LX5626.The geoid height was determined by GEOID03.
 LX5626
 LX5626;                    North         East     Units Scale Factor Converg.
 LX5626;SPC NY L     -    98,726.965   456,536.763   MT  1.00000042   +1 13 04.0
 LX5626;SPC NY L     -   323,906.72  1,497,821.03   sFT  1.00000042   +1 13 04.0
 LX5626;SPC CT       -   175,615.814   356,245.482   MT  1.00001991   +0 24 20.4
 LX5626;SPC CT       -   576,166.22  1,168,782.05   sFT  1.00001991   +0 24 20.4
 LX5626;UTM  18      - 4,547,225.329   740,549.560   MT  1.00031223   +1 52 47.9
 LX5626
 LX5626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5626!SPC NY L     -   1.00000479  x   1.00000042  =   1.00000521
 LX5626!SPC CT       -   1.00000479  x   1.00001991  =   1.00002470
 LX5626!UTM  18      -   1.00000479  x   1.00031223  =   1.00031702
 LX5626
 LX5626:                Primary Azimuth Mark                     Grid Az
 LX5626:SPC NY L     -  OLD WINDMILL                             021 13 53.8
 LX5626:SPC CT       -  OLD WINDMILL                             022 02 37.4
 LX5626:UTM  18      -  OLD WINDMILL                             020 34 09.9
 LX5626
 LX5626|---------------------------------------------------------------------|
 LX5626| PID    Reference Object                     Distance      Geod. Az  |
 LX5626|                                                           dddmmss.s |
 LX5626| LX5585 OLD WINDMILL                        APPROX. 6.1 KM 0222657.8 |
 LX5626| LX5592 SHED SOUTHWEST GABLE                APPROX. 5.0 KM 0591943.9 |
 LX5626| LX5608 BAN                                 APPROX. 3.7 KM 0693312.6 |
 LX5626| LX5586 SOW BANNER                          APPROX. 3.4 KM 1114750.2 |
 LX5626| KU4143 AMAGANSETT HOUSE B CHIMNEY          APPROX. 6.9 KM 1564443.4 |
 LX5626| KU4141 AMAGANSETT HOUSE L CHIMNEY          APPROX. 6.8 KM 1573020.8 |
 LX5626| KU4139 AMAGANSETT HOUSE P CHIMNEY          APPROX. 6.7 KM 1580911.7 |
 LX5626| LX5604 BELL RESIDENCE FLAGSTAFF            APPROX. 4.3 KM 1602214.3 |
 LX5626| LX5606 BELLS WINDMILL                      APPROX. 4.3 KM 1614536.2 |
 LX5626| LX5607 AMAGANSETT BROADVIEW EST S TK       APPROX. 4.3 KM 1621027.6 |
 LX5626| CZ5994 ACABO RM 1                           12.460 METERS 22535     |
 LX5626| LX5617 FIREPLACE GREEN TANK                APPROX. 1.5 KM 3091155.3 |
 LX5626| CZ5995 ACABO RM 2                           11.500 METERS 32834     |
 LX5626|---------------------------------------------------------------------|
 LX5626
 LX5626                          SUPERSEDED SURVEY CONTROL
 LX5626
 LX5626  NAD 83(1996)-  41 02 26.64623(N)    072 08 17.43126(W) AD(       ) 3
 LX5626  NAD 83(1992)-  41 02 26.64463(N)    072 08 17.43049(W) AD(       ) 3
 LX5626  NAD 83(1986)-  41 02 26.64654(N)    072 08 17.43723(W) AD(       ) 3
 LX5626  NAD 27      -  41 02 26.27800(N)    072 08 19.15500(W) AD(       ) 3
 LX5626
 LX5626.Superseded values are not recommended for survey control.
 LX5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5626.See file dsdata.txt to determine how the superseded data were derived.
 LX5626
 LX5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4055047225(NAD 83)
 LX5626_MARKER: DS = TRIANGULATION STATION DISK
 LX5626_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LX5626_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LX5626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5626
 LX5626  HISTORY     - Date     Condition        Report By
 LX5626  HISTORY     - 1928     MONUMENTED       CGS
 LX5626  HISTORY     - 1933     GOOD             CGS
 LX5626  HISTORY     - 1934     GOOD             CGS
 LX5626  HISTORY     - 1951     MARK NOT FOUND   CGS
 LX5626  HISTORY     - 1954     MARK NOT FOUND   USGS
 LX5626  HISTORY     - 1965     MARK NOT FOUND   CGS
 LX5626  HISTORY     - 20020320 MARK NOT FOUND   USPSQD
 LX5626
 LX5626                          STATION DESCRIPTION
 LX5626
 LX5626'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LX5626'THE STATION SITE IS ON A GRASS COVERED KNOLL AND ABOUT 200
 LX5626'METERS TO THE SOUTHWARD OF THE NORTHERN END OF ACABONACK HARBOR,
 LX5626'ABOUT 14 METERS BACK FROM THE HIGH-WATER LINE AND 7.3 METERS FROM
 LX5626'THE GRASS LINE OR STORM LINE ON THE BEACH.  STATION MARKED BY A
 LX5626'5-FOOT LENGTH OF 3 1/2-INCH PIPE FILLED WITH AND SURROUNDED BY
 LX5626'CONCRETE.  THE PIPE PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 LX5626'GROUND WITH A STANDARD MARKER SET IN THE TOP.  HIGHEST PART OF
 LX5626'THE GROUND NEAR THE STATION IS ABOUT 14 METERS TO THE
 LX5626'NORTHWESTWARD.  FOLLOWING ARE RANGES NOTED FROM THE STATION
 LX5626'SITE--TO THE S, THE WINDMILL AND WATER TANK AT BELLS SHOW
 LX5626'JUST OUTSIDE (E) OF THE TREE LINE NEAR THE STATION, AND TO
 LX5626'THE EASTWARD, THE N END OF CARTWRIGHT ISLAND IS ON RANGE WITH
 LX5626'THE WHITE CLIFF POINT ON THE MAINLAND.
 LX5626'
 LX5626'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE.
 LX5626'REFERENCE MARK NO. 1 IS A STANDARD
 LX5626'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE.
 LX5626'REFERENCE MARK NO. 2 IS DESCRIBED BELOW.
 LX5626'
 LX5626'REFERENCE MARK NO. 1 IS MARKED SIMILARLY TO THE STATION WITH
 LX5626'A REGULATION REFERENCE MARK DISK, AND REFERENCE MARK NO. 2 IS
 LX5626'AN IRON PIPE DRIVEN INTO THE GROUND EXTENDING ABOUT 1-FOOT
 LX5626'ABOVE THE SURFACE.  THE STATION SITE CAN BE REACHED BY AUTO.
 LX5626
 LX5626                          STATION RECOVERY (1933)
 LX5626
 LX5626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5626'RECOVERED AS DESCRIBED EXCEPT THAT STATION IS NOW 1-1/2 METERS
 LX5626'FROM THE GRASS LINE OR STORM LINE ON THE BEACH.
 LX5626
 LX5626                          STATION RECOVERY (1934)
 LX5626
 LX5626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LX5626'RECOVERED STATION IS LOCATED ON THE S SHORE OF GARDINERS
 LX5626'BAY, SW FROM GARDINERS ISLAND, 200 METERS SE FROM N END OF
 LX5626'ACABONACK HARBOR, ON SE SLOPE OF SMALL GRASS KNOLL, 20 METERS N
 LX5626'OF NARROW TREE LINE AND 17 METERS N FROM POINT WHERE CART PATH
 LX5626'COMES ONTO BEACH.  STATION IS 1 METER W OF GRASS LINE ON BEACH,
 LX5626'AND 2 METERS E OF CART PATH.  STATION IS
 LX5626'A STANDARD DISK SET IN 5-FOOT LENGTH OF 3 1/2-INCH PIPE
 LX5626'FILLED WITH AND SURROUNDED BY CONCRETE, ITS TOP PROJECTING 6
 LX5626'INCHES ABOVE SURFACE OF GROUND.  REFERENCE MARK NO. 1 IS
 LX5626'SIMILAR TO THE CENTER MARK, A REFERENCE DISK IN 3 1/2-INCH
 LX5626'PIPE.  IT IS 12.46 METERS SW FROM STATION.  REFERENCE MARK NO.
 LX5626'2 IS 12.35 METERS NW FROM STATION, 1 METER FROM GRASS LINE,
 LX5626'AND IS A 2-INCH IRON PIPE PROJECTING 1-FOOT ABOVE SURFACE.
 LX5626
 LX5626                          STATION RECOVERY (1951)
 LX5626
 LX5626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 LX5626'A THOROUGH SEARCH WAS MADE, BUT STATION WAS NOT RECOVERED.
 LX5626
 LX5626                          STATION RECOVERY (1954)
 LX5626
 LX5626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX5626'REFERENCE MARK NO. 1 WAS FOUND BUT THE STATION COULD NOT BE
 LX5626'LOCATED, AND IT IS PROBABLY DESTROYED.
 LX5626
 LX5626                          STATION RECOVERY (1965)
 LX5626
 LX5626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LX5626'STATION LOST.  OBSERVATION AND CONVERSATIONS WITH PERSONS OF 30
 LX5626'YEARS RESIDENCE REVEALED EROSION OF SHORELINE BEYOND POINT OF
 LX5626'STATION AS DESCRIBED.  THE STATION IS BELIEVED DESTROYED.  NEITHER
 LX5626'RM WAS FOUND.
 LX5626
 LX5626                          STATION RECOVERY (2002)
 LX5626
 LX5626'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LX5626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2303 ***********************************************************************
 OF2303  DESIGNATION -  ACADEMY
 OF2303  PID         -  OF2303
 OF2303  STATE/COUNTY-  NY/MONROE
 OF2303  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2303
 OF2303                         *CURRENT SURVEY CONTROL
 OF2303  ___________________________________________________________________
 OF2303* NAD 83(1996)-  43 10 57.81485(N)    077 38 01.03332(W)     ADJUSTED  
 OF2303* NAVD 88     -       159.0    (meters)     522.     (feet)  VERTCON   
 OF2303  ___________________________________________________________________
 OF2303  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 OF2303  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF2303
 OF2303  HORZ ORDER  -  FIRST
 OF2303
 OF2303.The horizontal coordinates were established by classical geodetic methods
 OF2303.and adjusted by the National Geodetic Survey in January 1999..
 OF2303
 OF2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2303
 OF2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2303
 OF2303.The geoid height was determined by GEOID03.
 OF2303
 OF2303;                    North         East     Units Scale Factor Converg.
 OF2303;SPC NY W     -   353,906.556   427,206.046   MT  1.00001080   +0 38 59.8
 OF2303;SPC NY W     - 1,161,108.43  1,401,591.84   sFT  1.00001080   +0 38 59.8
 OF2303;UTM  18      - 4,784,473.992   285,970.247   MT  1.00016355   -1 48 10.6
 OF2303
 OF2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2303!SPC NY W     -   0.99998065  x   1.00001080  =   0.99999145
 OF2303!UTM  18      -   0.99998065  x   1.00016355  =   1.00014420
 OF2303
 OF2303:                Primary Azimuth Mark                     Grid Az
 OF2303:SPC NY W     -  ROCHESTER KODAK PARK N STACK             004 41 34.2
 OF2303:UTM  18      -  ROCHESTER KODAK PARK N STACK             007 08 44.6
 OF2303
 OF2303|---------------------------------------------------------------------|
 OF2303| PID    Reference Object                     Distance      Geod. Az  |
 OF2303|                                                           dddmmss.s |
 OF2303| OF2304 ROCHESTER KODAK PARK N STACK        APPROX. 1.9 KM 0052034.0 |
 OF2303| CZ9969 ACADEMY RM 1                         25.803 METERS 07456     |
 OF2303| OF1824 ROCHESTER POLISH CHURCH CROSS       APPROX. 2.8 KM 0815744.2 |
 OF2303| OF1894 ROCHESTER ST STANISLAUS N SPIR      APPROX. 3.0 KM 1052357.8 |
 OF2303| OF1895 ROCHESTER ST STANISLAUS S SPIR      APPROX. 3.0 KM 1054241.9 |
 OF2303| OF1885 ROCHESTER ST MICHAELS CH SPIRE      APPROX. 1.9 KM 1194324.9 |
 OF2303| OF2289 ACADEMY AZIMUTH MARK 1969           265.083 METERS 27303     |
 OF2303| OF2279 MT READ N BASE                      APPROX. 2.5 KM 3013923.1 |
 OF2303| CZ9970 ACADEMY RM 2                         23.558 METERS 31244     |
 OF2303| OF2307 ROCHESTER MARSHALL HS CUPOLA        APPROX. 1.3 KM 3574052.0 |
 OF2303|---------------------------------------------------------------------|
 OF2303
 OF2303                          SUPERSEDED SURVEY CONTROL
 OF2303
 OF2303  NAD 83(1986)-  43 10 57.82252(N)    077 38 01.03152(W) AD(       ) 1
 OF2303  NAD 27      -  43 10 57.59851(N)    077 38 02.02258(W) AD(       ) 1
 OF2303  NGVD 29 (07/19/86)  159.2    (m)          522.     (f) VERT ANG       
 OF2303
 OF2303.Superseded values are not recommended for survey control.
 OF2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2303.See file dsdata.txt to determine how the superseded data were derived.
 OF2303
 OF2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8597084474(NAD 83)
 OF2303_MARKER: DS = TRIANGULATION STATION DISK
 OF2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2303
 OF2303  HISTORY     - Date     Condition        Report By
 OF2303  HISTORY     - 1969     MONUMENTED       CGS
 OF2303  HISTORY     - 1977     GOOD             NY-055
 OF2303
 OF2303                          STATION DESCRIPTION
 OF2303
 OF2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2303'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF GATES CENTER, 4
 OF2303'MILES SOUTHEAST OF GREECE, 2-1/2 MILES NORTHWEST OF DOWNTOWN
 OF2303'ROCHESTER AND ON PROPERTY OWNED BY THE CITY OF ROCHESTER.
 OF2303'
 OF2303'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 104 AND
 OF2303'DEWEY AVENUE IN THE NORTHWEST EDGE OF ROCHESTER, GO SOUTH ON
 OF2303'DEWEY AVENUE FOR 1.2 MILES TO LAKEVIEW PARKWAY.  TURN LEFT AND
 OF2303'GO EAST ON LAKEVIEW PARKWAY FOR 0.1 MILE TO PIERPONT STREET AND
 OF2303'AZ MK IN THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE EAST
 OF2303'ON LAKEVIEW PARKWAY FOR 0.2 MILE TO THE STATION ON LEFT AS DESCRIBED.
 OF2303'
 OF2303'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF2303'
 OF2303'STATION MARK, STAMPED ACADEMY 1969 IS SET FLUSH WITH THE
 OF2303'GROUND SURFACE.  IT IS 82 FEET EAST OF CENTER OF FAIRVIEW
 OF2303'HEIGHTS, 45 FEET NORTHWEST OF A 26-INCH MAPLE TREE, 42 FEET
 OF2303'EAST-NORTHEAST OF A 34-INCH OAK TREE, 40 FEET NORTH OF THE CENTER
 OF2303'OF THE EAST BOUND LANE OF LAKEVIEW PARKWAY, 35 FEET SOUTH OF
 OF2303'THE CENTER OF THE WEST BOUND LANE OF LAKEVIEW PARKWAY AND 23
 OF2303'FEET SOUTH-SOUTHWEST OF STREET LIGHT POLE NUMBER 10.
 OF2303'
 OF2303'RM 1, STAMPED ACADEMY NO 1 1969 IS SET FLUSH WITH THE GROUND
 OF2303'SURFACE.  IT IS 75 FEET EAST OF LIGHT POLE NUMBER 10, 57 FEET
 OF2303'NORTHEAST OF THE 26-INCH MAPLE TREE, 38 FEET WEST OF STREET LIGHT
 OF2303'POLE NUMBER 8 AND 14 FEET SOUTH OF THE CENTER OF THE WEST BOUND
 OF2303'LANE OF LAKEVIEW PARKWAY.
 OF2303'
 OF2303'RM 2, STAMPED ACADEMY NO 2 1969 IS SET FLUSH WITH THE GROUND
 OF2303'SURFACE.  IT IS 70 FEET NORTHEAST OF LIGHT POLE NUMBER 10, 27 FEET
 OF2303'EAST OF CENTER OF FAIRVIEW HEIGHTS AND 19 FEET NORTH OF THE
 OF2303'CENTER OF THE WEST BOUND LANE OF LAKEVIEW PARKWAY.
 OF2303'
 OF2303'AZ MK, STAMPED ACADEMY 1969 IS SET FLUSH WITH THE GROUND
 OF2303'SURFACE.  IT IS 38 FEET EAST OF CENTER OF PIERPONT STREET, 27
 OF2303'FEET NORTHEAST OF CENTER OF THE INTERSECTION OF THE WEST BOUND
 OF2303'LANE OF LAKEVIEW PARKWAY AND PIERPONT STREET, 12 FEET NORTH OF THE
 OF2303'CENTER OF THE WEST BOUND LANE OF LAKEVIEW PARKWAY AND 1 FOOT
 OF2303'SOUTH-SOUTHWEST OF A STOP SIGN.
 OF2303'
 OF2303'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF2303
 OF2303                          STATION RECOVERY (1977)
 OF2303
 OF2303'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2303'ACADEMY RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2289 ***********************************************************************
 OF2289  DESIGNATION -  ACADEMY AZIMUTH MARK 1969
 OF2289  PID         -  OF2289
 OF2289  STATE/COUNTY-  NY/MONROE
 OF2289  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2289
 OF2289                         *CURRENT SURVEY CONTROL
 OF2289  ___________________________________________________________________
 OF2289* NAD 83(1996)-  43 10 58.27253(N)    077 38 12.75479(W)     ADJUSTED  
 OF2289* NAVD 88     -       153.2    (meters)     503.     (feet)  VERTCON   
 OF2289  ___________________________________________________________________
 OF2289  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 OF2289  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF2289
 OF2289  HORZ ORDER  -  SECOND
 OF2289
 OF2289.The horizontal coordinates were established by classical geodetic methods
 OF2289.and adjusted by the National Geodetic Survey in January 1999..
 OF2289
 OF2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2289
 OF2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2289
 OF2289.The geoid height was determined by GEOID03.
 OF2289
 OF2289;                    North         East     Units Scale Factor Converg.
 OF2289;SPC NY W     -   353,917.682   426,941.195   MT  1.00001030   +0 38 51.8
 OF2289;SPC NY W     - 1,161,144.93  1,400,722.90   sFT  1.00001030   +0 38 51.8
 OF2289;UTM  18      - 4,784,496.446   285,706.073   MT  1.00016494   -1 48 18.6
 OF2289
 OF2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2289!SPC NY W     -   0.99998156  x   1.00001030  =   0.99999186
 OF2289!UTM  18      -   0.99998156  x   1.00016494  =   1.00014650
 OF2289
 OF2289                          SUPERSEDED SURVEY CONTROL
 OF2289
 OF2289  NAD 83(1986)-  43 10 58.28019(N)    077 38 12.75298(W) AD(       ) 2
 OF2289  NAD 27      -  43 10 58.05624(N)    077 38 13.74364(W) AD(       ) 2
 OF2289  NGVD 29 (07/19/86)  153.4    (m)          503.     (f) VERT ANG       
 OF2289
 OF2289.Superseded values are not recommended for survey control.
 OF2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2289.See file dsdata.txt to determine how the superseded data were derived.
 OF2289
 OF2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8570684496(NAD 83)
 OF2289_MARKER: DD = SURVEY DISK
 OF2289_SETTING: 0 = UNSPECIFIED SETTING
 OF2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2289
 OF2289  HISTORY     - Date     Condition        Report By
 OF2289  HISTORY     - 1969     MONUMENTED       CGS
 OF2289  HISTORY     - 1977     GOOD             NY-055
 OF2289
 OF2289                          STATION DESCRIPTION
 OF2289
 OF2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (GWM)
 OF2289'IN ROCHESTER
 OF2289'
 OF2289'875 FEET WEST OF ACADEMY 1969.
 OF2289'
 OF2289'38.0 FEET EAST OF CENTERLINE OF PIERPONT STREET.
 OF2289'
 OF2289'40.0 FEET NORTHEAST OF INTERSECTION OF CENTERLINES OF THE WEST
 OF2289'BOUND LANE OF LAKEVIEW PARKWAY AND PIERPONT STREET.
 OF2289'
 OF2289'12.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND LANE OF LAKEVIEW
 OF2289'PARKWAY.
 OF2289'
 OF2289'1.0 FEET SOUTH SOUTHWEST OF A STOP SIGN.
 OF2289'
 OF2289'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF2289'STANDARD DISK IN CONCRETE STAMPED ACADAMY 1969 SET FLUSH WITH
 OF2289'GROUND.
 OF2289
 OF2289                          STATION RECOVERY (1977)
 OF2289
 OF2289'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2289'ACADEMY RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2106 ***********************************************************************
 MZ2106  DESIGNATION -  ACADEMY HILL 2 RESET=269
 MZ2106  PID         -  MZ2106
 MZ2106  STATE/COUNTY-  NY/COLUMBIA
 MZ2106  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2106
 MZ2106                         *CURRENT SURVEY CONTROL
 MZ2106  ___________________________________________________________________
 MZ2106* NAD 83(1996)-  42 14 37.75710(N)    073 46 34.76033(W)     ADJUSTED  
 MZ2106* NAVD 88     -       112.3    (meters)     368.     (feet)  VERTCON   
 MZ2106  ___________________________________________________________________
 MZ2106  X           -   1,321,195.996 (meters)                     COMP
 MZ2106  Y           -  -4,540,581.806 (meters)                     COMP
 MZ2106  Z           -   4,265,746.003 (meters)                     COMP
 MZ2106  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 MZ2106  ELLIP HEIGHT-          81.03  (meters)          (01/11/99) GPS OBS
 MZ2106  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2106
 MZ2106  HORZ ORDER  -  FIRST
 MZ2106  ELLP ORDER  -  FOURTH    CLASS I
 MZ2106
 MZ2106.The horizontal coordinates were established by classical geodetic methods
 MZ2106.and adjusted by the National Geodetic Survey in January 1999..
 MZ2106
 MZ2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2106
 MZ2106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MZ2106
 MZ2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2106
 MZ2106.The ellipsoidal height was determined by GPS observations
 MZ2106.and is referenced to NAD 83.
 MZ2106
 MZ2106.The geoid height was determined by GEOID03.
 MZ2106
 MZ2106;                    North         East     Units Scale Factor Converg.
 MZ2106;SPC NY E     -   378,933.529   209,722.002   MT  0.99994387   +0 29 11.5
 MZ2106;SPC NY E     - 1,243,217.75    688,062.93   sFT  0.99994387   +0 29 11.5
 MZ2106;UTM  18      - 4,677,572.837   600,955.038   MT  0.99972540   +0 49 21.8
 MZ2106
 MZ2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2106!SPC NY E     -   0.99998729  x   0.99994387  =   0.99993116
 MZ2106!UTM  18      -   0.99998729  x   0.99972540  =   0.99971270
 MZ2106
 MZ2106|---------------------------------------------------------------------|
 MZ2106| PID    Reference Object                     Distance      Geod. Az  |
 MZ2106|                                                           dddmmss.s |
 MZ2106| AI8686 ACADEMY HILL RM 1                    18.218 METERS 04508     |
 MZ2106| AI8687 ACADEMY HILL RM 2                    13.532 METERS 16104     |
 MZ2106| MZ2105 HUDSON ATLAS CEMENT CO STACK        APPROX. 1.5 KM 2144856.1 |
 MZ2106| MZ2098 MT MERINO RESET                     APPROX. 3.5 KM 2531947.0 |
 MZ2106| MZ2120 HUDSON ST MARYS CATH CH CROSS       APPROX. 1.3 KM 2971949.6 |
 MZ2106|---------------------------------------------------------------------|
 MZ2106
 MZ2106                          SUPERSEDED SURVEY CONTROL
 MZ2106
 MZ2106  NAD 83(1996)-  42 14 37.75589(N)    073 46 34.76550(W) AD(       ) 1
 MZ2106  NAD 83(1996)-  42 14 37.75605(N)    073 46 34.76497(W) AD(       ) 1
 MZ2106  NAD 83(1992)-  42 14 37.75624(N)    073 46 34.76483(W) AD(       ) 1
 MZ2106  NAD 83(1992)-  42 14 37.75617(N)    073 46 34.76483(W) AD(       ) 1
 MZ2106  NAD 83(1986)-  42 14 37.75851(N)    073 46 34.76024(W) AD(       ) 1
 MZ2106  NAD 27      -  42 14 37.44600(N)    073 46 36.30900(W) AD(       ) 1
 MZ2106  NGVD 29 (04/21/89)  112.5    (m)          369.     (f) GPS OBS        
 MZ2106
 MZ2106.Superseded values are not recommended for survey control.
 MZ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2106.See file dsdata.txt to determine how the superseded data were derived.
 MZ2106
 MZ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0095577573(NAD 83)
 MZ2106_MARKER: DH = HORIZONTAL CONTROL DISK
 MZ2106_SETTING: 0 = UNSPECIFIED SETTING
 MZ2106_SP_SET: GRANITE POST
 MZ2106_STAMPING: ACADEMY HILL 2 NYSS 1934 1984
 MZ2106_MARK LOGO: NGS   
 MZ2106_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2106+STABILITY: SURFACE MOTION
 MZ2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2106+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1988
 MZ2106
 MZ2106  HISTORY     - Date     Condition        Report By
 MZ2106  HISTORY     - 1984     MONUMENTED       CGS
 MZ2106  HISTORY     - 19880722 GOOD             NGS
 MZ2106
 MZ2106                          STATION DESCRIPTION
 MZ2106
 MZ2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1984 (CLN)
 MZ2106'THE STATION MARK WAS RECOVERED WITH THE TOP PORTION OF THE MARK BROKE
 MZ2106'OFF AND THE DISK REMOVED.  PART OF THE DRILL HOLE ALSO REMAINED.  A
 MZ2106'NEW DISK WAS SET IN THE CENTER OF THE DRILL HOLE AND THE TOP OF THE
 MZ2106'MONUMENT SQUARED OFF WITH CONCRETE.  REFERENCE MARKS 1 AND 2 WERE
 MZ2106'RECOVERED IN GOOD CONDITION.  THE 1973 DISTANCES AND DIRECTIONS TO THE
 MZ2106'REFERENCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 MZ2106'THE STATION IS LOCATED ON ACADEMY HILL IN HUDSON, ABOUT 1000 FT (304.8
 MZ2106'M) SOUTH SOUTHEAST OF COLUMBIA MEMORIAL HOSPITAL, ON PROPERTY OWNED BY
 MZ2106'THE CITY AND ABOUT 1000 FT (304.8 M) NORTHEAST OF THE CITY WATER
 MZ2106'RESERVOIR.  TO REACH THE STATION FROM THE INTERSECTION OF WARREN
 MZ2106'STREET AND PARK PLACE, AT THE CITY SQUARE, IN HUDSON GO SOUTHEAST ON
 MZ2106'WARREN STREET FOR 0.2 KM (0.10 MI) TO A FORK, TAKE THE LEFT FORK AND
 MZ2106'GO EASTERLY ON PROSPECT AVENUE FOR 0.1 KM (0.05 MI) TO A SIDE ROAD
 MZ2106'RIGHT.  TURN RIGHT AND GO SOUTH ON ROSSMAN AVENUE FOR 0.3 KM (0.20 MI)
 MZ2106'TO A WIRE FENCE AROUND THE RESERVOIR.  TURN LEFT, UPHILL ON A GRAVELED
 MZ2106'ROAD FOR ABOUT 100 FT (30.5 M) TO A ANTENNA POLE ON THE RIGHT.  TURN
 MZ2106'LEFT AND GO NORTHEAST ON A WOODS ROAD FOR 0.2 KM (0.10 MI) TO THE
 MZ2106'HIGHEST POINT OF HILL AND THE STATION.
 MZ2106'THE STATION IS A STANDARD NGS DISK STAMPED--ACADEMY HILL 2 NYSS 1934
 MZ2106'1984--, CEMENTED IN A DRILL HOLE IN THE TOP OF A 15 CM (6 INCH) SQUARE
 MZ2106'GRANITE POST THAT PROJECTS 15 CM (6 INCHES).  LOCATED 47.0 FT (14.3 M)
 MZ2106'SE FROM A 7-INCH CEDAR TREE ON THE NORTHWEST SLOPE OF HILL, AND 2.0 FT
 MZ2106'(0.6 M) W FROM A CARSONITE WITNESS POST AND SIGN.
 MZ2106'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ACADEMY HILL NO 1
 MZ2106'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES (20
 MZ2106'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 MZ2106'58.0 FT (17.7 M) NE FROM THE CARSONITE WITNESS POST AND SIGN, AND 3.0
 MZ2106'FT (0.9 M) LOWER THAN THE STATION.
 MZ2106'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ACADEMY HILL NO 2
 MZ2106'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 8 INCHES (20
 MZ2106'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 MZ2106'44.0 FT (13.4 M) S FROM THE CARSONITE WITNESS POST AND SIGN, AND 2.0
 MZ2106'FT (0.6 M) LOWER THAN THE STATION.
 MZ2106
 MZ2106                          STATION RECOVERY (1988)
 MZ2106
 MZ2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MZ2106'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 MZ2106'FOLLOWS.
 MZ2106'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF THE HUDSON
 MZ2106'RIVER, IN THE SOUTHEAST EDGE OF THE CITY OF HUDSON, ON TOP OF THE
 MZ2106'HIGHEST POINT OF ACADEMY HILL, AND ABOUT 305 M (1000.7 FT) NORTHEAST
 MZ2106'OF THE CITY WATER RESERVOIR.
 MZ2106'OWNERSHIP--CITY OF HUDSON.
 MZ2106'TO REACH THE STATION FROM THE JUNCTION OF WARREN STREET AND PARK
 MZ2106'STREET, AT THE CITY SQUARE PARK IN HUDSON, TO SOUTHEAST FOR 0.3 KM
 MZ2106'(0.20 MI) ON WARREN STREET TO A FORK AT A FLASHING LIGHT.  TURN LEFT
 MZ2106'AND GO EAST FOR 0.1 KM (0.05 MI) ON PROSPECT STREET TO A PAVED SIDE
 MZ2106'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI)
 MZ2106'UPHILL ON ROSSMAN STREET TO A PAVED SIDE ROAD ON THE LEFT, JUST BEFORE
 MZ2106'REACHING THE GATE TO THE CITY RESERVOIR AND A SIGN FOR ACADEMY HILL.
 MZ2106'TURN LEFT AND GO EAST AND SOUTHEAST FOR 0.2 KM (0.10 MI) UPHILL ON THE
 MZ2106'PAVED TOAD TO THE END OF THE PAVEMENT AT A HOUSING DEVELOPMENT.
 MZ2106'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST AND NORTH FOR 0.2 KM
 MZ2106'(0.10 MI) ON THE DIRT ROAD WINDING UPHILL TO THE HIGHEST POINT OF THE
 MZ2106'HILL AND THE STATION IN THE CLEARING.
 MZ2106'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE
 MZ2106'ORIGINAL SQUARE GRANITE MONUMENT 15 CM ON A SIDE PROJECTING 13 CM
 MZ2106'ABOVE GROUND.  LOCATED 18.2 M (59.7 FT) SOUTHWEST FROM REFERENCE MARK
 MZ2106'NUMBER 2, WHICH IS IN THE TREES, 13.5 M (44.3 FT) NORTH FROM REFERENCE
 MZ2106'MARK 1, WHICH IS IN THE CLEARING, 1.6 M (5.2 FT) SOUTHWEST FROM THE
 MZ2106'SOUTHWEST CORNER OF A 0.4 BY 0.7 METER RED PAINTED BOULDER, AND 0.4 M
 MZ2106'(1.3 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 MZ2106'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1735 ***********************************************************************
 OE1735  DESIGNATION -  ACB
 OE1735  PID         -  OE1735
 OE1735  STATE/COUNTY-  NY/SARATOGA
 OE1735  USGS QUAD   -  GALWAY (1970)
 OE1735
 OE1735                         *CURRENT SURVEY CONTROL
 OE1735  ___________________________________________________________________
 OE1735* NAD 83(1996)-  43 15 56.97691(N)    074 02 52.69366(W)     ADJUSTED  
 OE1735* NAVD 88     -       237.5    (meters)     779.     (feet)  VERTCON   
 OE1735  ___________________________________________________________________
 OE1735  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 OE1735  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 OE1735
 OE1735  HORZ ORDER  -  SECOND
 OE1735
 OE1735.The horizontal coordinates were established by classical geodetic methods
 OE1735.and adjusted by the National Geodetic Survey in January 1999..
 OE1735
 OE1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1735
 OE1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1735
 OE1735.The geoid height was determined by GEOID03.
 OE1735
 OE1735;                    North         East     Units Scale Factor Converg.
 OE1735;SPC NY E     -   492,300.331   186,695.986   MT  0.99991656   +0 18 35.3
 OE1735;SPC NY E     - 1,615,155.34    612,518.41   sFT  0.99991656   +0 18 35.3
 OE1735;UTM  18      - 4,790,775.084   577,263.221   MT  0.99967343   +0 39 09.1
 OE1735
 OE1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1735!SPC NY E     -   0.99996742  x   0.99991656  =   0.99988398
 OE1735!UTM  18      -   0.99996742  x   0.99967343  =   0.99964086
 OE1735
 OE1735:                Primary Azimuth Mark                     Grid Az
 OE1735:SPC NY E     -  ACB 3                                    008 25 04.4
 OE1735:UTM  18      -  ACB 3                                    008 04 30.6
 OE1735
 OE1735|---------------------------------------------------------------------|
 OE1735| PID    Reference Object                     Distance      Geod. Az  |
 OE1735|                                                           dddmmss.s |
 OE1735| CZ7390 ACB 3                                              0084339.7 |
 OE1735| OE1736 ACB A SACGS 1973                     18.941 METERS 08450     |
 OE1735| CZ7388 ACB 1                                              2203643.2 |
 OE1735| CZ7389 ACB 2                                              3134750.1 |
 OE1735|---------------------------------------------------------------------|
 OE1735
 OE1735                          SUPERSEDED SURVEY CONTROL
 OE1735
 OE1735  NAD 83(1986)-  43 15 56.98122(N)    074 02 52.69364(W) AD(       ) 2
 OE1735  NAD 27      -  43 15 56.72074(N)    074 02 54.22850(W) AD(       ) 2
 OE1735  NGVD 29 (07/19/86)  237.6    (m)          780.     (f) VERT ANG       
 OE1735
 OE1735.Superseded values are not recommended for survey control.
 OE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1735.See file dsdata.txt to determine how the superseded data were derived.
 OE1735
 OE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7726390775(NAD 83)
 OE1735_MARKER: DD = SURVEY DISK
 OE1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1735
 OE1735  HISTORY     - Date     Condition        Report By
 OE1735  HISTORY     - 1973     MONUMENTED       NY-091
 OE1735
 OE1735                          STATION DESCRIPTION
 OE1735
 OE1735'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1735'THE STATION IS LOCATED 7.0 MILES SOUTHWEST OF CONKLINGVILLE, 4.5
 OE1735'MILES NORTHEAST OF EDINBURG, 4.3 MILES NORTHEAST OF BATCHELLERVILLE,
 OE1735'IN THE TOWNSHIP OF DAY.
 OE1735'
 OE1735'TO REACH THE STATION FROM THE TOWN HALL IN EDINBURG, GO SOUTH
 OE1735'ON COUNTY HIGHWAY 4 FOR 0.25 MILE TO THE INTERSECTION OF COUNTY
 OE1735'HIGHWAYS 4, 5, AND 98.  TURN LEFT AND GO SOUTHEAST ON COUNTY
 OE1735'HIGHWAY 98 FOR 1.15 MILES TO THE JUNCTION OF COUNTY HIGHWAY 98 AND
 OE1735'COUNTY HIGHWAY 7 (SOUTH SHORE ROAD).  TURN LEFT AND GO NORTHEAST
 OE1735'ON COUNTY HIGHWAY 7 (SOUTH SHORE ROAD) FOR 4.05 MILES TO
 OE1735'AZIMUTH MARK, ACB-1 (SACGS), ON THE LEFT.  CONTINUE NORTHEAST
 OE1735'ON COUNTY HIGHWAY 7 (SOUTH SHORE ROAD) FOR 0.2 MILE TO THE
 OE1735'STATION ON LEFT.
 OE1735'
 OE1735'TO REACH AZIMUTH MARK, ACB-3 (SACGS), FROM THE TOWN HALL OF DAY,
 OE1735'GO SOUTHWEST ON COUNTY HIGHWAY 4 (NORTH SHORE ROAD) FOR 2.1 MILES
 OE1735'TO THE MARK ON THE LEFT.  TO REACH AZIMUTH MARK, ACB-2 (SACGS),
 OE1735'FROM AZIMUTH MARK, ACB-3 (SACGS), CONTINUE SOUTHWEST ON COUNTY
 OE1735'HIGHWAY 4 (NORTH SHORE ROAD) FOR 0.9 MILE TO T-ROAD INTERSECTION
 OE1735'ON RIGHT.  TURN RIGHT AND GO NORTHWEST ON SNOW ROAD FOR
 OE1735'0.1 MILE TO MARK ON RIGHT.
 OE1735'
 OE1735'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1735'SURVEY STAMPED ACB.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 OE1735'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT ABOVE THE
 OE1735'GROUND.  IT IS LOCATED 49.4 FEET NORTHWEST OF POWER POLE NYP
 OE1735'64-96, 3.5 FEET SOUTHWEST OF RANGE LINE OFF SOUTHWEST SIDE OF
 OE1735'CAMP WITH ASPHALT BRICK SIDING ON SOUTHEAST SIDE OF COUNTY
 OE1735'HIGHWAY 7 (SOUTH SHORE ROAD), 44.2 FEET FROM SOUTHWESTERLY
 OE1735'MOST CONCRETE GUARD RAIL ON NORTHWEST SIDE OF COUNTY HIGHWAY
 OE1735'7 (SOUTH SHORE ROAD), 85.5 FEET NORTHWEST OF SOUTHWESTERLY
 OE1735'MOST CONCRETE GUARD RAIL ON SOUTHEAST SIDE OF COUNTY HIGHWAY 7
 OE1735'(SOUTH SHORE ROAD), AND 32.3 FEET NORTHWEST OF CENTERLINE OF
 OE1735'COUNTY HIGHWAY 7 (SOUTH SHORE ROAD).  THE UNDERGROUND MARK
 OE1735'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OE1735'48 INCHES BELOW THE GROUND.
 OE1735'
 OE1735'AZIMUTH MARK, ACB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1735'COUNTY GEODETIC SURVEY STAMPED ACB-1.  IT IS SET IN THE TOP OF
 OE1735'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1735'GROUND.  IT IS LOCATED 95.8 FEET NORTHEAST OF POWER POLE NM 59
 OE1735'1/2, L 1210-90, 26.9 FEET NORTHEAST OF RANGE LINE OFF NORTHEAST
 OE1735'SIDE OF CONCRETE BLOCK CAMP ON SOUTHEAST SIDE OF COUNTY
 OE1735'HIGHWAY 7 (SOUTH SHORE ROAD), 4.0 FEET SOUTHWEST OF
 OE1735'SOUTHWESTERLY MOST CONCRETE GUARD POST ON NORTHWEST SIDE OF
 OE1735'COUNTY HIGHWAY 7 (SOUTH SHORE ROAD), 48.2 FEET NORTHWEST
 OE1735'OF LONE CONCRETE GUARD POST ON SOUTHEAST SIDE OF COUNTY
 OE1735'HIGHWAY 7 (SOUTH SHORE ROAD), AND 17.5 FEET NORTHWEST OF
 OE1735'CENTERLINE OF COUNTY HIGHWAY 7 (SOUTH SHORE ROAD).
 OE1735'
 OE1735'AZIMUTH MARK, ACB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1735'COUNTY GEODETIC SURVEY STAMPED ACB-2.  IT IS SET IN THE TOP OF A
 OE1735'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1735'GROUND.  IT IS LOCATED 55.1 FEET EAST OF CENTERLINE OF CONCRETE
 OE1735'CULVERT AT FACE OF STONE HEADWALL ON SOUTHWEST SIDE OF SNOW ROAD,
 OE1735'65.5 FEET SOUTHEAST OF CENTERLINE OF CONCRETE CULVERT ON
 OE1735'NORTHEAST SIDE OF SNOW ROAD, 79.5 FEET NORTHEAST OF POWER POLE NM
 OE1735'2-4, AND 14.4 FEET NORTHEAST OF CENTERLINE OF SNOW ROAD.
 OE1735'
 OE1735'AZIMUTH MARK, ACB-3 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1735'COUNTY GEODETIC SURVEY STAMPED ACB-3.  IT IS SET IN THE TOP OF
 OE1735'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OE1735'ABOVE THE GROUND.  IT IS LOCATED 77.0 FEET SOUTHWEST OF POWER
 OE1735'POLE 297, 7.5 FEET SOUTHWEST OF RANGE LINE OFF NORTHEAST SIDE OF
 OE1735'HOUSE SIDED WITH CEDAR SHINGLES ON NORTHWEST SIDE OF COUNTY
 OE1735'HIGHWAY 4, 64.0 FEET SOUTHWEST OF TRIPLE 10-INCH MAPLE TREES,
 OE1735'5.4 FEET NORTHEAST OF NORTHEASTERLY MOST CONCRETE GUARD RAIL
 OE1735'ON SOUTHEAST SIDE OF COUNTY HIGHWAY 4, AND 16.6 FEET SOUTHEAST
 OE1735'OF CENTERLINE OF COUNTY HIGHWAY 4.
 OE1735'
 OE1735'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2079 ***********************************************************************
 NA2079  DESIGNATION -  ACID
 NA2079  PID         -  NA2079
 NA2079  STATE/COUNTY-  NY/DELAWARE
 NA2079  USGS QUAD   -  DOWNSVILLE (1965)
 NA2079
 NA2079                         *CURRENT SURVEY CONTROL
 NA2079  ___________________________________________________________________
 NA2079* NAD 83(1996)-  42 00 15.73493(N)    074 55 03.23545(W)     ADJUSTED  
 NA2079* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 NA2079  ___________________________________________________________________
 NA2079  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 NA2079  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 NA2079
 NA2079  HORZ ORDER  -  FIRST
 NA2079
 NA2079.The horizontal coordinates were established by classical geodetic methods
 NA2079.and adjusted by the National Geodetic Survey in January 1999..
 NA2079
 NA2079.The orthometric height was scaled from a topographic map.
 NA2079
 NA2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2079
 NA2079.The geoid height was determined by GEOID03.
 NA2079
 NA2079;                    North         East     Units Scale Factor Converg.
 NA2079;SPC NY E     -   352,169.826   115,410.183   MT  0.99991472   -0 16 46.0
 NA2079;SPC NY E     - 1,155,410.50    378,641.58   sFT  0.99991472   -0 16 46.0
 NA2079;UTM  18      - 4,650,264.798   506,826.570   MT  0.99960057   +0 03 18.6
 NA2079
 NA2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2079!SPC NY E     -   0.99987986  x   0.99991472  =   0.99979459
 NA2079!UTM  18      -   0.99987986  x   0.99960057  =   0.99948048
 NA2079
 NA2079|---------------------------------------------------------------------|
 NA2079| PID    Reference Object                     Distance      Geod. Az  |
 NA2079|                                                           dddmmss.s |
 NA2079| AI7978 ACID RM 1                            12.682 METERS 10843     |
 NA2079| LY2663 TENNANAH                            APPROX.13.2 KM 1945332.7 |
 NA2079| AI7979 ACID RM 2                            20.959 METERS 20803     |
 NA2079|---------------------------------------------------------------------|
 NA2079
 NA2079                          SUPERSEDED SURVEY CONTROL
 NA2079
 NA2079  NAD 83(1986)-  42 00 15.73870(N)    074 55 03.23727(W) AD(       ) 1
 NA2079  NAD 27      -  42 00 15.42200(N)    074 55 04.65600(W) AD(       ) 1
 NA2079
 NA2079.Superseded values are not recommended for survey control.
 NA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2079.See file dsdata.txt to determine how the superseded data were derived.
 NA2079
 NA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM0682750265(NAD 83)
 NA2079_MARKER: DS = TRIANGULATION STATION DISK
 NA2079_SETTING: 66 = SET IN ROCK OUTCROP
 NA2079_STAMPING: ACID 1940
 NA2079_MARK LOGO: CGS   
 NA2079_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2079
 NA2079  HISTORY     - Date     Condition        Report By
 NA2079  HISTORY     - 1940     MONUMENTED       CGS
 NA2079  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NA2079  HISTORY     - 19821005 GOOD             NGS
 NA2079
 NA2079                          STATION DESCRIPTION
 NA2079
 NA2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2079'LOCATED ABOUT 5 MILES NORTH OF ROSCOE, 6-1/2 MILES SOUTHEAST
 NA2079'OF DOWNSVILLE AND 1.25 MILES WEST OF SPRING BROOK ON THE
 NA2079'HIGHEST POINT OF A TIMBERED RIDGE WHICH IS ON THE JOHN GABLE
 NA2079'PROPERTY.
 NA2079'
 NA2079'STATION IS MARKED BY A STANDARD DISK, STAMPED ACID 1940, AND
 NA2079'SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 1 FOOT ABOVE
 NA2079'THE SURFACE OF THE GROUND.  NOTE 2.  THERE IS NO UNDERGROUND
 NA2079'MARK.
 NA2079'
 NA2079'REFERENCE MARK NO.1 IS EAST OF THE STATION AND SET IN OUTCROPPING
 NA2079'BEDROCK THAT PROJECTS ABOUT 1-1/2 FEET AND IS ABOUT 4 BY 2 FEET
 NA2079'AT THE SURFACE OF THE GROUND.  IT IS MARKED BY A STANDARD
 NA2079'DISK, STAMPED ACID 1940 NO 1.  NOTE 12A.
 NA2079'
 NA2079'REFERENCE MARK NO.2 IS MARKED BY A STANDARD DISK STAMPED
 NA2079'ACID 1940 NO 2, LOCATED SOUTH-SOUTHWEST OF THE STATION IN A
 NA2079'BOULDER ABOUT 1-1/2 FEET THICK, FLUSH WITH THE SURFACE OF THE
 NA2079'GROUND.  NOTE 12C.
 NA2079'
 NA2079'NO AZIMUTH MARK WAS SET BECAUSE OF HEAVY TIMBER.
 NA2079'
 NA2079'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND 206
 NA2079'IN DOWNSVILLE, GO SOUTHEAST THROUGH DOWNSVILLE ON STATE
 NA2079'HIGHWAY 30 FOR 0.3 MILE TO A GULF STATION ON THE RIGHT (STATE
 NA2079'HIGHWAY 30 TURNS LEFT), THEN LEAVE STATE HIGHWAY 30 AND
 NA2079'CONTINUE STRAIGHT AHEAD ON PAVED ROAD (ROSCOE ROAD) ACROSS
 NA2079'BRIDGES FOR 0.25 MILE TO A T-ROAD, THEN TURN LEFT AND FOLLOW
 NA2079'DIRT ROAD EASTERLY FOR 1.65 MILES TO A DIRT ROAD RIGHT JUST
 NA2079'BEYOND A BRIDGE AND A RED BARN, THENCE RIGHT AND FOLLOW DIRT
 NA2079'ROAD UP HILL SOUTHEAST FOR 3.85 MILES TO A SIDE ROAD RIGHT
 NA2079'JUST AFTER PASSING A FARMHOUSE ON LEFT, THENCE TURN RIGHT
 NA2079'AND FOLLOW THIS DIRT ROAD SOUTHWESTERLY FOR 1.65 MILES TO
 NA2079'T-ROAD, THENCE TURN LEFT AND GO SOUTH FOR 0.4 MILE TO
 NA2079'T-ROAD, THENCE LEFT EASTERLY 2.0 MILES TO A POINT ABOUT 100
 NA2079'YARDS BEFORE REACHING HOUSE ON LEFT, BARN ON RIGHT, THENCE
 NA2079'LEFT ON VERY DIM ROAD ACROSS FIELD NORTHERLY ABOUT 0.3 MILE TO
 NA2079'POINT WHERE ROAD ENTERS WOODS AFTER PASSING THROUGH OLD FENCE
 NA2079'LINE, THIS OLD ROAD CONTINUES 0.9 MILE TO STATION BUT IS IS
 NA2079'ADVISABLE TO LEAVE TRUCK AT FENCE LINE AND PACK TO STATION,
 NA2079'FOLLOWING THIS OLD ROAD NORTHEAST, EAST AND SOUTHEAST, AS ROAD
 NA2079'IS VERY ROUGH AND NARROW.
 NA2079'
 NA2079'A ROCK CAIRN WAS BUILT NEAR THE STATION SITE AND A WHITE
 NA2079'POST STAMPED U.S. MK WAS SET NEAR REFERENCE MARK NO.2.
 NA2079'
 NA2079'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 NA2079
 NA2079                          STATION RECOVERY (1976)
 NA2079
 NA2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2079'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 NA2079'COULD NOT BE FOUND.  VIEW FROM STATION IS COMPLETELY BLOCKED
 NA2079'IN ALL DIRECTIONS BY HEAVY WOODS.
 NA2079'
 NA2079'STATION MARK IS A STANDARD DISK STAMPED ACID 1940, CEMENTED
 NA2079'IN A DRILL HOLE IN BEDROCK 4 INCHES BELOW GROUND LEVEL.  IT IS
 NA2079'22.5 FEET SOUTH-SOUTHWEST OF A 14-INCH CHERRY TREE, 31.2
 NA2079'FEET NORTHWEST OF A 12-INCH, TWIN-TRUNKED ASH TREE, 25 FEET
 NA2079'SOUTHEAST OF A PROMINENT ROCK 5 X 5-FEET SQUARE AND PROJECTING
 NA2079'3 FEET ABOVE GROUND, AND IS BY A CAIRN.
 NA2079'
 NA2079'RM NO.1 IS A STANDARD DISK STAMPED ACID NO 1 1940, CEMENTED
 NA2079'IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 12 INCHES FROM THE
 NA2079'GROUND.  IT IS 25.0 FEET NORTHWEST OF THE MARKED BOUNDARY LINE
 NA2079'OF STATE LAND.
 NA2079'
 NA2079'THE 1940 DESCRIPTION TO REACH STATION IS ADEQUATE.
 NA2079
 NA2079                          STATION RECOVERY (1982)
 NA2079
 NA2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NA2079'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NA2079'CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED A LONGER
 NA2079'DISTANCE OF 0.010 METER (0.033 FT) WAS NOTED TO REFERENCE MARK 1.  THE
 NA2079'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 9 METERS (29.5 FT)
 NA2079'SHORTER.  IT MUST HAVE BEEN A TRANS-POSITION OF NUMBERS. REFERENCE
 NA2079'MARK 2 WAS NOT FOUND UNTIL AFTER REFERENCE MARK 3 WAS SET. IT WAS
 NA2079'COVERED OVER BY DIRT AND MOSS.  A NEW DESCRIPTION FOLLOWS.
 NA2079'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) SOUTHEAST OF
 NA2079'DOWNSVILLE, 8.0 KM (4.95 MI) NORTH OF ROSCOE AND 2.0 KM (1.25 MI) WEST
 NA2079'OF SPRING BROOK.  IT IS ON THE HIGHEST POINT OF A TIMBERED RIDGE AND
 NA2079'ABOUT 100 YARDS NORTHEAST OF A HIGH MAST.  TO REACH THE STATION FROM
 NA2079'THE POST OFFICE ON DOWNSVILLE, GO SOUTHEAST ON STATE HIGHWAYS 30 AND
 NA2079'206 FOR 0.4 KM (0.25 MI) TO A FORK, TAKE THE RIGHT FORK, LEAVING THE
 NA2079'HIGHWAYS AND CONTINUE SOUTHEAST ON A PAVED ROAD, CROSSING A COVERED
 NA2079'BRIDGE, FOR 0.4 KM (0.25 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHWEST
 NA2079'ON RIVER ROAD FOR 4.5 KM (2.80 MI) TO A SIDE ROAD LEFT. TURN LEFT AND
 NA2079'GO EAST ON CAMPBELL BROOK ROAD FOR 3.4 KM (2.10 MI) TO A FORK.  TAKE
 NA2079'THE RIGHT FORK AND CONTINUE EAST ON CAMPBELL BROOK ROAD RIGHT FORK FOR
 NA2079'5.3 KM (3.30 MI) TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD AND GO
 NA2079'EAST AND THEN SOUTH ON A DIRT ROAD FOR 3.2 KM (2.00 MI) TO A TRACK
 NA2079'ROAD ON THE LEFT AT THE END OF A STONE FENCE. TURN LEFT AND GO EAST
 NA2079'AND NORTHEAST ON THE TRACK ROAD FOR 0.5 KM (0.30 MI) TO A TRAIL ON THE
 NA2079'RIGHT AND THE END OF TRUCK TRAVEL.  PACK IN A EASTERLY DIRECTION TO
 NA2079'THE TOP OF THE RIDGE AND THE STATION, ABOUT A 30 MINUTES PACK.
 NA2079'THE STATION IS A STANDARD CGS DISK STAMPED--ACID 1940--, SET INTO
 NA2079'PARTIALLY EXPOSED BOULDER OF 4.0 FEET (1.2 M) LARGEST DIMENSION.
 NA2079'LOCATED 7.0 METERS (23.0 FT) SOUTHEAST FROM A 5 BY 5 FOOT (1.5 M)
 NA2079'PROMINENT SQUARE BOULDER THAT PROJECT 4 FEET.  (1.2 M) 7.6 METERS
 NA2079'(24.9 FT) SOUTH-SOUTHEAST FROM A 12 INCH TRIANGULAR BLAZED TREE.  5.5
 NA2079'METERS (18.0 FT) EAST-NORTHEAST FROM A 12-INCH TREE WITH A WITNESS
 NA2079'SIGN ATTACHED AND 0.3 METER (1.0 FT) NORTH FROM A 3-FOOT HIGH CAIRN.
 NA2079'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ACID NO 1 1940--,
 NA2079'SET INTO PARTIALLY EXPOSED BOULDER OF 1.2 METER (3.9 FT) LARGEST
 NA2079'DIMENSION. LOCATED 7.9 METERS (25.9 FT) NORTH-NORTHWEST FROM A 24-INCH
 NA2079'TREE. 1.4 METER (4.6 FT) EAST-NORTHEAST FROM A 8-INCH TREE.  0.6 METER
 NA2079'(2.0 FT) EAST-NORTHEAST FROM A WOODEN WITNESS POST AND 0.3 METER (1.0
 NA2079'FT) HIGHER THAN THE STATION.
 NA2079'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ACID NO 2 1940--,
 NA2079'SET INTO ROCK OUTCROP 0.9 METER (3.0 FT) LARGEST DIMENSION. LOCATED
 NA2079'16.0 METERS (52.5 FT) SOUTHWEST FROM THE WITNESS SIGN ATTACHED.  6.6
 NA2079'METERS (21.7 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF A LARGE EXPOSED
 NA2079'ROCK OUTCROP.  3.7 METERS (12.1 FT) NORTHEAST FROM A TWIN TRUNKED TREE
 NA2079'AND 0.6 METER (2.0 FT) LOWER THAN THE STATION. REFERENCE MARK NO 3 IS
 NA2079'A STANDARD DISK, SET INTO ROCK OUTCROP 4.0
 NA2079'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ACID 1940 NO 3
 NA2079'1982--, SET INTO ROCK OUTCROP 1.2 METERS (3.9 FT) LARGEST DIMENSION.
 NA2079'LOCATED 8.4 METERS (27.6 FT) NORTHEAST FROM THE 5 BY 5 FOOT (1.5 M)
 NA2079'BOULDER.  2.7 METERS (8.9 FT) NORTHEAST FROM THE 12 INCH TRIANGULAR
 NA2079'BLAZED TREE AND 1.0 FEET, (0.3 M) 0.3 METER (1.0 FT) LOWER THAN THE
 NA2079'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0641 ***********************************************************************
 OF0641  DESIGNATION -  ACME
 OF0641  PID         -  OF0641
 OF0641  STATE/COUNTY-  NY/OSWEGO
 OF0641  USGS QUAD   -  OSWEGO WEST (1978)
 OF0641
 OF0641                         *CURRENT SURVEY CONTROL
 OF0641  ___________________________________________________________________
 OF0641* NAD 83(1986)-  43 27 09.     (N)    076 31 50.     (W)     SCALED    
 OF0641* NAVD 88     -        81.814  (meters)     268.42   (feet)  ADJUSTED  
 OF0641  ___________________________________________________________________
 OF0641  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OF0641  DYNAMIC HT  -          81.797 (meters)     268.36  (feet)  COMP
 OF0641  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 OF0641
 OF0641  VERT ORDER  -  FIRST     CLASS II
 OF0641
 OF0641.The horizontal coordinates were scaled from a topographic map and have
 OF0641.an estimated accuracy of +/- 6 seconds.
 OF0641
 OF0641.The orthometric height was determined by differential leveling
 OF0641.and adjusted by the National Geodetic Survey in June 1991..
 OF0641
 OF0641.The geoid height was determined by GEOID03.
 OF0641
 OF0641.The dynamic height is computed by dividing the NAVD 88
 OF0641.geopotential number by the normal gravity value computed on the
 OF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0641.degrees latitude (g = 980.6199 gals.).
 OF0641
 OF0641.The modeled gravity was interpolated from observed gravity values.
 OF0641
 OF0641;                    North         East    Units  Estimated Accuracy
 OF0641;SPC NY C     -   383,440.      254,270.      MT  (+/- 180 meters Scaled)
 OF0641
 OF0641                          SUPERSEDED SURVEY CONTROL
 OF0641
 OF0641  NGVD 29 (??/??/92)   82.01   (m)          269.1    (f) COMPUTED    1 2
 OF0641
 OF0641.Superseded values are not recommended for survey control.
 OF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0641.See file dsdata.txt to determine how the superseded data were derived.
 OF0641
 OF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP761122(NAD 83)
 OF0641_MARKER: DB = BENCH MARK DISK
 OF0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0641_SP_SET: BUILDING
 OF0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0641
 OF0641  HISTORY     - Date     Condition        Report By
 OF0641  HISTORY     - UNK      MONUMENTED       USLS
 OF0641  HISTORY     - 1968     GOOD             NGS
 OF0641
 OF0641                          STATION DESCRIPTION
 OF0641
 OF0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0641'AT OSWEGO.
 OF0641'ACME IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, AT THE T-INTERSECTION OF
 OF0641'THIRD AVENUE AND WEST SENECA STREETS, ON THE NORTH FACE OF A TWO-
 OF0641'STORY BRICK BUILDING OCCUPIED BY ACME PLATE CORPORATION, 0.8 FOOT
 OF0641'EAST OF THE NORTHWEST CORNER OF BUILDING, 3-3/4 FEET ABOVE THE
 OF0641'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 OF0641'THE BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1841 ***********************************************************************
 OF1841  DESIGNATION -  ACRES 1925
 OF1841  PID         -  OF1841
 OF1841  STATE/COUNTY-  NY/MONROE
 OF1841  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1841
 OF1841                         *CURRENT SURVEY CONTROL
 OF1841  ___________________________________________________________________
 OF1841* NAD 83(1996)-  43 07 34.37695(N)    077 34 40.76468(W)     ADJUSTED  
 OF1841* NAVD 88     -       151.97   (+/-2cm)     498.6    (feet)  VERTCON   
 OF1841  ___________________________________________________________________
 OF1841  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 OF1841  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF1841
 OF1841  HORZ ORDER  -  SECOND
 OF1841  VERT ORDER  -  THIRD ? (See Below)
 OF1841
 OF1841.The horizontal coordinates were established by classical geodetic methods
 OF1841.and adjusted by the National Geodetic Survey in January 1999..
 OF1841
 OF1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1841.The vertical order pertains to the NGVD 29 superseded value.
 OF1841
 OF1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1841
 OF1841.The geoid height was determined by GEOID03.
 OF1841
 OF1841;                    North         East     Units Scale Factor Converg.
 OF1841;SPC NY W     -   347,681.612   431,803.829   MT  1.00001979   +0 41 14.3
 OF1841;SPC NY W     - 1,140,685.42  1,416,676.40   sFT  1.00001979   +0 41 14.3
 OF1841;UTM  18      - 4,778,057.196   290,298.141   MT  1.00014099   -1 45 46.7
 OF1841
 OF1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1841!SPC NY W     -   0.99998173  x   1.00001979  =   1.00000152
 OF1841!UTM  18      -   0.99998173  x   1.00014099  =   1.00012272
 OF1841
 OF1841:                Primary Azimuth Mark                     Grid Az
 OF1841:SPC NY W     -  DISPOSAL 1925                            090 07 19.5
 OF1841:UTM  18      -  DISPOSAL 1925                            092 34 20.5
 OF1841
 OF1841|---------------------------------------------------------------------|
 OF1841| PID    Reference Object                     Distance      Geod. Az  |
 OF1841|                                                           dddmmss.s |
 OF1841| OF1832 DISPOSAL 1925                       APPROX. 0.6 KM 0904833.8 |
 OF1841|---------------------------------------------------------------------|
 OF1841
 OF1841                          SUPERSEDED SURVEY CONTROL
 OF1841
 OF1841  NAD 83(1986)-  43 07 34.38562(N)    077 34 40.76354(W) AD(       ) 2
 OF1841  NAD 27      -  43 07 34.16200(N)    077 34 41.76600(W) AD(       ) 2
 OF1841  NGVD 29 (07/19/86)  152.15   (m)          499.2    (f) LEVELING    3  
 OF1841
 OF1841.Superseded values are not recommended for survey control.
 OF1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1841.See file dsdata.txt to determine how the superseded data were derived.
 OF1841
 OF1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9029878057(NAD 83)
 OF1841_MARKER: DD = SURVEY DISK
 OF1841_SETTING: 0 = UNSPECIFIED SETTING
 OF1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1841
 OF1841  HISTORY     - Date     Condition        Report By
 OF1841  HISTORY     - 1925     MONUMENTED       CGS
 OF1841  HISTORY     - 1969     GOOD             CGS
 OF1841  HISTORY     - 1977     GOOD             NY-055
 OF1841  HISTORY     - 19950415 GOOD             USPSQD
 OF1841
 OF1841                          STATION DESCRIPTION
 OF1841
 OF1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1841'IN THE TOWN OF BRIGHTON, 0.38 METER EAST OF THE EAST EDGE OF THE
 OF1841'EAST SIDEWALK OF FONT HILL PK., ABOUT 20 METERS NORTH OF THE
 OF1841'CENTER LINE OF ELMWOOD AVENUE, 3.05 METERS EAST OF A HYDRANT
 OF1841'LOCATED ALONG THE EAST CURB OF FONT HILL PK., 3.33 METERS
 OF1841'NORTHEAST OF THE NORTHEAST CORNER OF THE COBBLESTONE POST ON
 OF1841'THE WEST SIDE OF THE WALK, AND 2.60 METERS NORTH OF THE
 OF1841'NORTHWEST CORNER OF THE COBBLESTONE POST ON THE EAST SIDE OF
 OF1841'THE WALK.  THE MARK HAS NO COVER AND IS LEVEL WITH THE SIDEWALK.
 OF1841
 OF1841                          STATION RECOVERY (1969)
 OF1841
 OF1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF1841'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1841'
 OF1841'IN BRIGHTON, ALONG ELMWOOD AVENUE.
 OF1841'
 OF1841'75 FEET NORTHWEST OF ACRES, 1969.
 OF1841'
 OF1841'31.0 FEET EAST OF CENTER LINE OF EASTLAND AVENUE.
 OF1841'
 OF1841'65.4 FEET NORTH OF THE CENTER LINE OF ELMWOOD AVENUE.
 OF1841'
 OF1841'1.0 FEET OF THE EAST EDGE OF WALK.
 OF1841'
 OF1841'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1841'STANDARD DISK IN CONCRETE COVERED 2 INCHES.  STAMPED ACRES 1925.
 OF1841
 OF1841                          STATION RECOVERY (1977)
 OF1841
 OF1841'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1841'ACRES RECOVERED IN GOOD CONDITION
 OF1841
 OF1841                          STATION RECOVERY (1995)
 OF1841
 OF1841'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1880 ***********************************************************************
 OF1880  DESIGNATION -  ACRES MCGS 1969
 OF1880  PID         -  OF1880
 OF1880  STATE/COUNTY-  NY/MONROE
 OF1880  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1880
 OF1880                         *CURRENT SURVEY CONTROL
 OF1880  ___________________________________________________________________
 OF1880* NAD 83(1996)-  43 07 34.00959(N)    077 34 40.00879(W)     ADJUSTED  
 OF1880* NAVD 88     -       151.66   (+/-2cm)     497.6    (feet)  VERTCON   
 OF1880  ___________________________________________________________________
 OF1880  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OF1880  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF1880
 OF1880  HORZ ORDER  -  SECOND
 OF1880  VERT ORDER  -  THIRD ? (See Below)
 OF1880
 OF1880.The horizontal coordinates were established by classical geodetic methods
 OF1880.and adjusted by the National Geodetic Survey in January 1999..
 OF1880
 OF1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1880.The vertical order pertains to the NGVD 29 superseded value.
 OF1880
 OF1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1880
 OF1880.The geoid height was determined by GEOID03.
 OF1880
 OF1880;                    North         East     Units Scale Factor Converg.
 OF1880;SPC NY W     -   347,670.481   431,821.050   MT  1.00001983   +0 41 14.8
 OF1880;SPC NY W     - 1,140,648.90  1,416,732.89   sFT  1.00001983   +0 41 14.8
 OF1880;UTM  18      - 4,778,045.337   290,314.873   MT  1.00014091   -1 45 46.2
 OF1880
 OF1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1880!SPC NY W     -   0.99998178  x   1.00001983  =   1.00000161
 OF1880!UTM  18      -   0.99998178  x   1.00014091  =   1.00012269
 OF1880
 OF1880|---------------------------------------------------------------------|
 OF1880| PID    Reference Object                     Distance      Geod. Az  |
 OF1880|                                                           dddmmss.s |
 OF1880| OF1841 ACRES 1925                           20.505 METERS 30334     |
 OF1880| OF1810 PINNACLE HILL RESET                 APPROX. 1.2 KM 3271354.2 |
 OF1880|---------------------------------------------------------------------|
 OF1880
 OF1880                          SUPERSEDED SURVEY CONTROL
 OF1880
 OF1880  NAD 83(1986)-  43 07 34.01836(N)    077 34 40.00787(W) AD(       ) 2
 OF1880  NAD 27      -  43 07 33.79463(N)    077 34 41.01013(W) AD(       ) 2
 OF1880  NGVD 29 (07/19/86)  151.84   (m)          498.2    (f) LEVELING    3  
 OF1880
 OF1880.Superseded values are not recommended for survey control.
 OF1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1880.See file dsdata.txt to determine how the superseded data were derived.
 OF1880
 OF1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9031578045(NAD 83)
 OF1880_MARKER: DD = SURVEY DISK
 OF1880_SETTING: 0 = UNSPECIFIED SETTING
 OF1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1880
 OF1880  HISTORY     - Date     Condition        Report By
 OF1880  HISTORY     - 1969     MONUMENTED       NY-055
 OF1880  HISTORY     - 1977     GOOD             NY-055
 OF1880  HISTORY     - 19950415 GOOD             USPSQD
 OF1880
 OF1880                          STATION DESCRIPTION
 OF1880
 OF1880'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1880'IN BRIGHTON ALONG ELMWOOD AVENUE NEAR EASTLAND AVENUE.
 OF1880'
 OF1880'0.7 MILES EAST OF CINTON AVENUE.
 OF1880'
 OF1880'0.7 MILES SOUTHEAST OF STATION PINNACLE HILL, 1875.
 OF1880'
 OF1880'41.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NO. 2200.
 OF1880'
 OF1880'79.2 FEET SOUTHWEST OF SOUTHEAST CORNER OF HOUSE NO. 2200.
 OF1880'
 OF1880'8.3 FEET WEST OF WEST RANGE LINE OF HOUSE NO. 2200.
 OF1880'
 OF1880'5.8 FEET NORTH OF SOUTH EDGE OF 5 FOOT ASPHALT WALK.
 OF1880'
 OF1880'21.9 FEET EAST OF SOUTHEAST CORNER OF STONE AND CONCRETE
 OF1880'DECORATIVE ENTRANCE WALL.
 OF1880'
 OF1880'51.5 FEET EAST OF TRAFFIC LIGHT POLE.
 OF1880'
 OF1880'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1880'STAMPED ACRES IN THE TOP OF A CONCRETE POST 0.5 FEET BELOW GRADE.
 OF1880
 OF1880                          STATION RECOVERY (1977)
 OF1880
 OF1880'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1880'ACRES RECOVERED IN GOOD CONDITION
 OF1880
 OF1880                          STATION RECOVERY (1995)
 OF1880
 OF1880'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1701 ***********************************************************************
 OD1701  DESIGNATION -  ADA
 OD1701  PID         -  OD1701
 OD1701  STATE/COUNTY-  NY/SARATOGA
 OD1701  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1701
 OD1701                         *CURRENT SURVEY CONTROL
 OD1701  ___________________________________________________________________
 OD1701* NAD 83(1996)-  43 22 27.22797(N)    073 55 31.51040(W)     ADJUSTED  
 OD1701* NAVD 88     -       297.0    (meters)     974.     (feet)  VERTCON   
 OD1701  ___________________________________________________________________
 OD1701  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 OD1701  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OD1701
 OD1701  HORZ ORDER  -  SECOND
 OD1701
 OD1701.The horizontal coordinates were established by classical geodetic methods
 OD1701.and adjusted by the National Geodetic Survey in January 1999..
 OD1701
 OD1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1701
 OD1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1701
 OD1701.The geoid height was determined by GEOID03.
 OD1701
 OD1701;                    North         East     Units Scale Factor Converg.
 OD1701;SPC NY E     -   504,403.724   196,561.893   MT  0.99992666   +0 23 40.6
 OD1701;SPC NY E     - 1,654,864.55    644,886.81   sFT  0.99992666   +0 23 40.6
 OD1701;UTM  18      - 4,802,934.434   587,054.147   MT  0.99969322   +0 44 16.9
 OD1701
 OD1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1701!SPC NY E     -   0.99995804  x   0.99992666  =   0.99988471
 OD1701!UTM  18      -   0.99995804  x   0.99969322  =   0.99965128
 OD1701
 OD1701|---------------------------------------------------------------------|
 OD1701| PID    Reference Object                     Distance      Geod. Az  |
 OD1701|                                                           dddmmss.s |
 OD1701| OD1702 ADA A SACGS 1973                      7.162 METERS 05208     |
 OD1701| DA2859 ADA 1                                              1624731.1 |
 OD1701| DA2860 ADA 2                                              3173708.1 |
 OD1701|---------------------------------------------------------------------|
 OD1701
 OD1701                          SUPERSEDED SURVEY CONTROL
 OD1701
 OD1701  NAD 83(1996)-  43 22 27.23178(N)    073 55 31.51018(W) AD(       ) 2
 OD1701  NAD 83(1992)-  43 22 27.23203(N)    073 55 31.51026(W) AD(       ) 2
 OD1701  NAD 83(1986)-  43 22 27.23255(N)    073 55 31.50980(W) AD(       ) 2
 OD1701  NAD 27      -  43 22 26.97544(N)    073 55 33.06113(W) AD(       ) 2
 OD1701  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG       
 OD1701
 OD1701.Superseded values are not recommended for survey control.
 OD1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1701.See file dsdata.txt to determine how the superseded data were derived.
 OD1701
 OD1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8705402934(NAD 83)
 OD1701_MARKER: DD = SURVEY DISK
 OD1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1701
 OD1701  HISTORY     - Date     Condition        Report By
 OD1701  HISTORY     - 1973     MONUMENTED       NY-091
 OD1701
 OD1701                          STATION DESCRIPTION
 OD1701
 OD1701'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1701'THE STATION IS ABOUT 6.0 MILES NORTHWEST OF HADLEY, 4.0 MILES
 OD1701'NORTHEAST OF CONKLINGVILLE, AND 6.5 MILES NORTHEAST OF LAKE
 OD1701'LUZERNE, IN THE TOWNSHIP OF HADLEY.
 OD1701'
 OD1701'TO REACH THE STATION FROM THE TOWN HALL IN HADLEY, GO NORTHERLY
 OD1701'ON COUNTY HIGHWAY 1 (STONY CREEK ROAD) FOR 3.0 MILES TO THE
 OD1701'Y-INTERSECTION OF HADLEY HILL ROAD ON THE LEFT.  TURN LEFT AND
 OD1701'PROCEED WEST AND NORTHWEST ON HADLEY HILL ROAD FOR 2.6 MILES TO
 OD1701'THE T-INTERSECTION OF EDDY ROAD ON THE RIGHT.  TURN RIGHT AND GO
 OD1701'NORTHWEST ON EDDY ROAD FOR 0.6 MILE TO AZIMUTH MARK, ADA-1
 OD1701'(SACGS), ON THE LEFT.  CONTINUE NORTHWEST ON EDDY ROAD FOR 0.2
 OD1701'MILE TO THE STATION ON THE RIGHT, NEAR THE T-INTERSECTION OF
 OD1701'TOWER ROAD ON THE LEFT.
 OD1701'
 OD1701'TO REACH AZIMUTH MARK, ADA-2 (SACGS), FROM THE STATION BEAR
 OD1701'LEFT ON TOWER ROAD AT THE Y-INTERSECTION OF TOWER ROAD ON THE
 OD1701'LEFT AND GO NORTHWEST FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 OD1701'
 OD1701'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1701'SURVEY STAMPED ADA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1701'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.15 FOOT
 OD1701'ABOVE THE GROUND.  IT IS LOCATED 174.0 FEET SOUTHEAST OF THE END
 OD1701'OF A CONCRETE CULVERT (NOT BRIDGE) ON NORTHEAST SIDE OF TOWER
 OD1701'ROAD, 37.1 FEET SOUTHWEST OF NORTHWEST CORNER OF OLD FOUNDATION,
 OD1701'AND ON THE RANGE LINE OFF THE SOUTHERLY MOST SIDE OF SAID
 OD1701'FOUNDATION ON EAST SIDE OF EDDY ROAD, 132.0 FEET NORTHEAST OF
 OD1701'NORTHEASTERLY CORNER OF CONCRETE PORCH OF HOUSE ON THE WEST
 OD1701'SIDE OF EDDY ROAD, 159.0 FEET NORTHEAST OF POWER POLE ON WEST
 OD1701'SIDE OF EDDY ROAD, AND 21.0 FEET EAST OF CENTERLINE OF EDDY
 OD1701'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OD1701'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE.
 OD1701'
 OD1701'AZIMUTH MARK, ADA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1701'COUNTY GEODETIC SURVEY STAMPED ADA-1.  IT IS SET IN THE TOP OF
 OD1701'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1701'ABOVE THE GROUND.  IT IS LOCATED 54.2 FEET SOUTHWEST OF 7-INCH
 OD1701'BALSAM TREE, 71.6 FEET EAST OF 14-INCH HEMLOCK TREE, BOTH ON THE
 OD1701'EDGE OF DENSE WOODS ON THE NORTHEAST SIDE OF EDDY ROAD, 183.0
 OD1701'FEET NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE AND STONE
 OD1701'HEADWALL ON SOUTHWEST SIDE OF EDDY ROAD, AND 24.0 FEET
 OD1701'SOUTHWEST OF CENTERLINE OF EDDY ROAD.
 OD1701'
 OD1701'AZIMUTH MARK, ADA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1701'COUNTY GEODETIC SURVEY STAMPED ADA-2.  IT IS SET IN THE TOP OF
 OD1701'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1701'ABOVE THE GROUND.  IT IS LOCATED 74.0 FEET SOUTHEAST OF
 OD1701'INTERSECTION OF THE CENTERLINES OF TOWER ROAD AND A DIRT ROAD
 OD1701'OFF THE EAST SIDE OF TOWER ROAD, 16.4 FEET SOUTHWEST OF AN
 OD1701'8-INCH BIRCH TREE GROWING IN AN AREA OF HEAVY BRUSH ON THE EAST
 OD1701'SIDE OF TOWER ROAD, 103.8 FEET NORTHWEST OF NORTHWESTERLY MOST
 OD1701'CORNER OF CONCRETE AND STONE BRIDGE ON EAST SIDE OF TOWER
 OD1701'ROAD, 103.3 FEET NORTHEAST OF NORTHEASTERLY MOST CORNER OF
 OD1701'CONCRETE AND STONE BRIDGE ON WEST SIDE OF TOWER ROAD, AND 14.5
 OD1701'FEET NORTHEAST OF CENTERLINE OF TOWER ROAD.
 OD1701'
 OD1701'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1994 ***********************************************************************
 PH1994  DESIGNATION -  ADAMS
 PH1994  PID         -  PH1994
 PH1994  STATE/COUNTY-  NY/ST LAWRENCE
 PH1994  USGS QUAD   -  RED MILLS (1963)
 PH1994
 PH1994                         *CURRENT SURVEY CONTROL
 PH1994  ___________________________________________________________________
 PH1994* NAD 83(1996)-  44 46 23.09750(N)    075 24 55.04408(W)     ADJUSTED  
 PH1994* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1994  ___________________________________________________________________
 PH1994  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 PH1994  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 PH1994
 PH1994  HORZ ORDER  -  THIRD
 PH1994
 PH1994.The horizontal coordinates were established by classical geodetic methods
 PH1994.and adjusted by the National Geodetic Survey in January 1999..
 PH1994
 PH1994.The orthometric height was scaled from a topographic map.
 PH1994
 PH1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1994
 PH1994.The geoid height was determined by GEOID03.
 PH1994
 PH1994;                    North         East     Units Scale Factor Converg.
 PH1994;SPC NY E     -   660,067.068    77,555.208   MT  0.99996452   -0 38 40.8
 PH1994;SPC NY E     - 2,165,570.04    254,445.71   sFT  0.99996452   -0 38 40.8
 PH1994;UTM  18      - 4,957,827.135   467,139.855   MT  0.99961328   -0 17 33.0
 PH1994
 PH1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1994!SPC NY E     -   0.99999312  x   0.99996452  =   0.99995764
 PH1994!UTM  18      -   0.99999312  x   0.99961328  =   0.99960641
 PH1994
 PH1994|---------------------------------------------------------------------|
 PH1994| PID    Reference Object                     Distance      Geod. Az  |
 PH1994|                                                           dddmmss.s |
 PH1994| CZ7391 ADAMS RM 1                                         04159     |
 PH1994| PH1990 129 SUB IBC                         APPROX. 1.0 KM 0615200.3 |
 PH1994| PH1993 REF MON 50                           76.957 METERS 10851     |
 PH1994| PH1992 PITT IBC                            488.662 METERS 1463337.9 |
 PH1994|---------------------------------------------------------------------|
 PH1994
 PH1994                          SUPERSEDED SURVEY CONTROL
 PH1994
 PH1994  NAD 83(1986)-  44 46 23.10359(N)    075 24 55.04697(W) AD(       ) 3
 PH1994  NAD 27      -  44 46 22.86800(N)    075 24 56.26600(W) AD(       ) 3
 PH1994
 PH1994.Superseded values are not recommended for survey control.
 PH1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1994.See file dsdata.txt to determine how the superseded data were derived.
 PH1994
 PH1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6714057827(NAD 83)
 PH1994_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1994_SETTING: 80 = SET IN A BOULDER
 PH1994_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PH1994
 PH1994  HISTORY     - Date     Condition        Report By
 PH1994  HISTORY     - 1939     MONUMENTED       IBC
 PH1994  HISTORY     - 1963     GOOD             IBC
 PH1994
 PH1994                          STATION DESCRIPTION
 PH1994
 PH1994'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1994'ON ADAMS ISLAND AT THE HEAD OF GALOP RAPIDS IN THE ST LAWRENCE RIVER.
 PH1994'THE STATION IS ON HIGH GROUND ABOUT 100 METERS NORTHEAST OF HIGHEST
 PH1994'POINT OF THE ISLAND.
 PH1994'
 PH1994'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1994'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE SURFACE OF A
 PH1994'LARGE EMBEDDED BOULDER SHOWING ABOUT 2 BY 2-1/2 FEET IN AREA 6 INCHES
 PH1994'ABOVE THE GROUND.  THERE IS NO SUB - SURFACE MARK.  REFERENCE MARK 1
 PH1994'IS INTERNATIONAL BOUNDARY REFERENCE MONUMENT 50.  REFERENCE MARK 2 IS
 PH1994'A DRILL HOLE AND AN ARROW POINTING TOWARD THE STATION CUT IN A ROCK
 PH1994'RISING TO A STRAIGHT RIDGE, 4 BY 7 FEET BY 1-1/2 FEET HIGH.
 PH1994
 PH1994                          STATION RECOVERY (1963)
 PH1994
 PH1994'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1994'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1705 ***********************************************************************
 OD1705  DESIGNATION -  ADD
 OD1705  PID         -  OD1705
 OD1705  STATE/COUNTY-  NY/SARATOGA
 OD1705  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1705
 OD1705                         *CURRENT SURVEY CONTROL
 OD1705  ___________________________________________________________________
 OD1705* NAD 83(1996)-  43 17 06.70150(N)    073 57 33.02081(W)     ADJUSTED  
 OD1705* NAVD 88     -       238.3    (meters)     782.     (feet)  VERTCON   
 OD1705  ___________________________________________________________________
 OD1705  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 OD1705  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 OD1705
 OD1705  HORZ ORDER  -  SECOND
 OD1705
 OD1705.The horizontal coordinates were established by classical geodetic methods
 OD1705.and adjusted by the National Geodetic Survey in January 1999..
 OD1705
 OD1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1705
 OD1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1705
 OD1705.The geoid height was determined by GEOID03.
 OD1705
 OD1705;                    North         East     Units Scale Factor Converg.
 OD1705;SPC NY E     -   494,494.673   193,890.743   MT  0.99992369   +0 22 14.9
 OD1705;SPC NY E     - 1,622,354.61    636,123.21   sFT  0.99992369   +0 22 14.9
 OD1705;UTM  18      - 4,793,011.894   584,443.001   MT  0.99968771   +0 42 49.2
 OD1705
 OD1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1705!SPC NY E     -   0.99996729  x   0.99992369  =   0.99989099
 OD1705!UTM  18      -   0.99996729  x   0.99968771  =   0.99965501
 OD1705
 OD1705|---------------------------------------------------------------------|
 OD1705| PID    Reference Object                     Distance      Geod. Az  |
 OD1705|                                                           dddmmss.s |
 OD1705| OD1704 ADD A SACGS 1973                     15.911 METERS 03034     |
 OD1705| DA2863 ADD 2                                              0354908.9 |
 OD1705| DA2862 ADD 1                                              3594318.0 |
 OD1705|---------------------------------------------------------------------|
 OD1705
 OD1705                          SUPERSEDED SURVEY CONTROL
 OD1705
 OD1705  NAD 83(1996)-  43 17 06.70541(N)    073 57 33.02117(W) AD(       ) 2
 OD1705  NAD 83(1992)-  43 17 06.70562(N)    073 57 33.02109(W) AD(       ) 2
 OD1705  NAD 83(1986)-  43 17 06.70583(N)    073 57 33.02103(W) AD(       ) 2
 OD1705  NAD 27      -  43 17 06.44620(N)    073 57 34.56742(W) AD(       ) 2
 OD1705  NGVD 29 (07/19/86)  238.4    (m)          782.     (f) VERT ANG       
 OD1705
 OD1705.Superseded values are not recommended for survey control.
 OD1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1705.See file dsdata.txt to determine how the superseded data were derived.
 OD1705
 OD1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8444393012(NAD 83)
 OD1705_MARKER: DD = SURVEY DISK
 OD1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1705
 OD1705  HISTORY     - Date     Condition        Report By
 OD1705  HISTORY     - 1973     MONUMENTED       NY-091
 OD1705
 OD1705                          STATION DESCRIPTION
 OD1705
 OD1705'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1705'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF EDINBURG, 2.5
 OD1705'MILES SOUTHWEST OF CONKLINGVILLE, 7.0 MILES NORTHWEST OF CORINTH
 OD1705'IN THE TOWNSHIP OF DAY.
 OD1705'
 OD1705'TO REACH THE STATION FROM THE TOWN HALL IN THE VILLAGE OF
 OD1705'CORINTH, GO NORTHWEST ON HAMILTON AVENUE FOR 1.2 MILES TO THE
 OD1705'T-INTERSECTION OF HAMILTON AVENUE AND COUNTY HIGHWAY 10.  TURN
 OD1705'RIGHT AND GO NORTH AND NORTHWEST ON COUNTY HIGHWAY 10 (WEST
 OD1705'MOUNTAIN ROAD) FOR 7.2 MILES TO THE JUNCTION OF COUNTY HIGHWAY
 OD1705'7.  TURN RIGHT AND GO NORTHEAST ON COUNTY HIGHWAY 7 (SOUTH SHORE
 OD1705'ROAD) FOR 0.25 MILE TO THE STATION ON THE LEFT.
 OD1705'
 OD1705'TO REACH AZIMUTH MARK, ADD-1 (SACGS), FROM THE DAY TOWN GARAGE,
 OD1705'JUST OUTSIDE OF CONKLINGVILLE, GO WEST AND SOUTHWEST ON COUNTY
 OD1705'HIGHWAY 4 (NORTH SHORE ROAD) FOR 2.0 MILE TO MARK ON LEFT.
 OD1705'
 OD1705'TO REACH AZIMUTH MARK, ADD-2 (SACGS), FROM THE STATION GO
 OD1705'NORTHEAST ON COUNTY HIGHWAY 7 FOR 0.15 MILE TO MARK ON LEFT.
 OD1705'
 OD1705'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1705'SURVEY STAMPED ADD.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1705'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1705'GROUND.  IT IS LOCATED 76.8 FEET NORTHWEST OF NORTHWESTERLY MOST
 OD1705'CORNER OF PORCH ATTACHED TO THE CAMP OWNED BY SZWETKOWSKI ON THE
 OD1705'SOUTHEAST SIDE OF COUNTY HIGHWAY 7, 12.7 FEET EAST OF
 OD1705'SOUTHWESTERLY MOST CONCRETE GUARD RAIL AND 80.5 FEET SOUTHWEST OF
 OD1705'NORTHWESTERLY MOST CORNER OF HEADWALL, BOTH ON THE NORTHWESTERLY
 OD1705'SIDE OF COUNTY HIGHWAY 7, 87.2 FEET NORTHWEST OF
 OD1705'SOUTHWESTERLY MOST CORNER OF HEADWALL ON SOUTHEAST SIDE OF
 OD1705'COUNTY HIGHWAY 7, AND 13.6 FEET NORTHWEST OF CENTERLINE OF
 OD1705'COUNTY HIGHWAY 7.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 OD1705'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1705'SURFACE.
 OD1705'
 OD1705'AZIMUTH MARK, ADD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1705'COUNTY GEODETIC SURVEY STAMPED ADD-1.  IT IS SET IN THE TOP OF
 OD1705'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1705'ABOVE THE GROUND.  IT IS LOCATED 76.4 FEET SOUTHWEST OF POLE
 OD1705'265, 10.0 FEET SOUTHWEST OF 16-INCH MAPLE TREE, 47.0 FEET
 OD1705'NORTHWEST OF TWIN 16-INCH MAPLE TREES, ALL ON THE SOUTHEAST SIDE
 OD1705'OF COUNTY HIGHWAY 4, 55.0 FEET NORTHEAST OF NORTHEASTERLY MOST
 OD1705'CORNER OF A CONCRETE HEADWALL ON SOUTHEAST SIDE OF COUNTY
 OD1705'HIGHWAY 4, 72.0 FEET EAST OF 18-INCH ELM TREE ON NORTHEAST SIDE
 OD1705'OF COUNTY HIGHWAY 4 JUST SOUTH OF BLACKTOP DRIVE, AND 16.8 FEET
 OD1705'SOUTHEAST OF CENTERLINE OF COUNTY HIGHWAY 4.
 OD1705'
 OD1705'AZIMUTH MARK, ADD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1705'COUNTY GEODETIC SURVEY STAMPED ADD-2.  IT IS SET IN THE TOP OF A
 OD1705'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1705'ABOVE THE GROUND.  IT IS LOCATED 118.5 FEET NORTHWEST OF A
 OD1705'30-INCH WHITE PINE TREE, 48.4 FEET NORTHWEST OF POLE NY 52 1/2,
 OD1705'118, BOTH ON THE SOUTH SIDE OF COUNTY HIGHWAY 7, 17.3 FEET
 OD1705'NORTHEAST OF THE MOST WESTERLY GUARD RAIL ON THE NORTH SIDE OF
 OD1705'COUNTY HIGHWAY 7 AND 17.9 FEET NORTH OF THE CENTERLINE OF
 OD1705'COUNTY HIGHWAY 7.
 OD1705'
 OD1705'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2006 ***********************************************************************
 NA2006  DESIGNATION -  ADEBAHR 2
 NA2006  PID         -  NA2006
 NA2006  STATE/COUNTY-  NY/MONTGOMERY
 NA2006  USGS QUAD   -  DUANESBURG (1978)
 NA2006
 NA2006                         *CURRENT SURVEY CONTROL
 NA2006  ___________________________________________________________________
 NA2006* NAD 83(1996)-  42 52 25.36651(N)    074 10 40.35351(W)     ADJUSTED  
 NA2006* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 NA2006  ___________________________________________________________________
 NA2006  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 NA2006  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA2006
 NA2006  HORZ ORDER  -  THIRD
 NA2006
 NA2006.The horizontal coordinates were established by classical geodetic methods
 NA2006.and adjusted by the National Geodetic Survey in January 1999..
 NA2006
 NA2006.The orthometric height was scaled from a topographic map.
 NA2006
 NA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2006
 NA2006.The geoid height was determined by GEOID03.
 NA2006
 NA2006;                    North         East     Units Scale Factor Converg.
 NA2006;SPC NY E     -   448,694.259   176,317.412   MT  0.99990852   +0 13 09.0
 NA2006;SPC NY E     - 1,472,091.08    578,468.04   sFT  0.99990852   +0 13 09.0
 NA2006;UTM  18      - 4,747,118.766   567,147.222   MT  0.99965547   +0 33 33.8
 NA2006
 NA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2006!SPC NY E     -   0.99995328  x   0.99990852  =   0.99986181
 NA2006!UTM  18      -   0.99995328  x   0.99965547  =   0.99960877
 NA2006
 NA2006|---------------------------------------------------------------------|
 NA2006| PID    Reference Object                     Distance      Geod. Az  |
 NA2006|                                                           dddmmss.s |
 NA2006| CZ7393 ADEBAHR 2 RM 1                       22.569 METERS 04342     |
 NA2006| NA2010 CLEVELAND ALBANY AWY BCN 42         APPROX. 4.1 KM 0780458.5 |
 NA2006| CZ7394 ADEBAHR 2 RM 2                       24.083 METERS 14852     |
 NA2006| NA2025 CLEVELAND ALBANY AWY BCN 41         APPROX.11.9 KM 2971444.2 |
 NA2006| NA2026 TRIBES HILL                         APPROX.12.8 KM 3064742.9 |
 NA2006| CZ7392 ADEBAHR 2 AZ MK                                    3140921.7 |
 NA2006| NA2005 ADEBAHR NYSS 221 1942                45.339 METERS 35428     |
 NA2006|---------------------------------------------------------------------|
 NA2006
 NA2006                          SUPERSEDED SURVEY CONTROL
 NA2006
 NA2006  NAD 83(1986)-  42 52 25.37085(N)    074 10 40.35352(W) AD(       ) 3
 NA2006  NAD 27      -  42 52 25.09688(N)    074 10 41.88111(W) AD(       ) 3
 NA2006
 NA2006.Superseded values are not recommended for survey control.
 NA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2006.See file dsdata.txt to determine how the superseded data were derived.
 NA2006
 NA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6714747119(NAD 83)
 NA2006_MARKER: DS = TRIANGULATION STATION DISK
 NA2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2006
 NA2006  HISTORY     - Date     Condition        Report By
 NA2006  HISTORY     - 1942     MONUMENTED       CGS
 NA2006  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2006
 NA2006                          STATION DESCRIPTION
 NA2006
 NA2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2006'THE STATION IS LOCATED IN FLORIDA TOWNSHIP, ABOUT 4.5 MILES S OF
 NA2006'AMSTERDAM, ON LAND OWNED AND OCCUPIED BY WILLIAM D.
 NA2006'STALEY.  SITUATED ON THE W END OF THE TOP OF A PARTIALLY CLEARED
 NA2006'HILL, BARE ON THE W END, ABOUT 60 FEET E OF THE TOP OF THE W
 NA2006'SLOPE, ABOUT 200 FEET W OF THE EDGE OF THE WOODS.  STAMPED
 NA2006'ADEBAHR 1942.
 NA2006'
 NA2006'REFERENCE MARK NO. 1 IS 74.03 FEET NE OF THE STATION, ABOUT
 NA2006'THE SAME ELEVATION, NEAR THE TOP OF THE N SLOPE AND ABOUT 125
 NA2006'FEET W OF THE EDGE OF THE WOODS.  THE DISK IS STAMPED ADEBAHR
 NA2006'NO. 1, 1942.
 NA2006'
 NA2006'REFERENCE MARK NO. 2 IS SE OF THE STATION AND ABOUT 3 FEET
 NA2006'LOWER, SET ON THE LEDGE WHICH EXTENDS TO THE S.  THE DISK IS
 NA2006'STAMPED ADEBAHR NO 2 1942.
 NA2006'
 NA2006'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NW OF THE STATION,
 NA2006'ON THE N SIDE OF THE PAVED ROAD THAT LEADS TO THE STATION FROM THE
 NA2006'W, 26 FEET N OF THE CENTERLINE OF THE ROAD, 94 FEET E OF A GATEWAY
 NA2006'TO THE FIELD ON THE N AND 4.4 FEET E OF A BRONZE REFERENCE
 NA2006'POST.  DISK IS STAMPED ADEBAHR 1942.
 NA2006'
 NA2006'TO REACH THE STATION FROM THE INTERSECTION OF WEST MAIN AND
 NA2006'BRIDGE STREETS IN AMSTERDAM, GO S ON N.Y. ROUTE NO. 30 FOR 4.45
 NA2006'MILES TO A SIDE ROAD LEFT AT A MONUMENT IN A SMALL PARK IN
 NA2006'MINAVILLE, TURN LEFT AND GO 1.35 MILES TO THE AZIMUTH MARK ON THE
 NA2006'LEFT, CONTINUE 0.3 MILE TO A ROAD FORKS, KEEP RIGHT AND GO 0.5
 NA2006'MILE TO A ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A WIRE GATE
 NA2006'ON THE LEFT, TURN LEFT AND FOLLOW FARM LANE 1.0 MILE TO TOP OF
 NA2006'THE HILL AND STATION ON HIGHEST PART.
 NA2006'
 NA2006'STATION ADEBAHR N.Y.S.S. NO. 221 IS LOCATED ON THE N SLOPE OF
 NA2006'THE HILL AND WAS CONNECTED BY TRAVERSE.  SEE DESCRIPTION OF
 NA2006'N.Y.S.S. NO. 221.
 NA2006'
 NA2006'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA2006
 NA2006                          STATION RECOVERY (1975)
 NA2006
 NA2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2006'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 NA2006'CONDITION.  ADEBAHR NYSS 221 WAS NOT SEARCHED FOR.  AZIMUTH MARK
 NA2006'WAS SEARCHED FOR EXTENSIVELY, BUT NOT FOUND.  THE DESCRIPTION IS
 NA2006'SOMEWHAT VAGUE, SO SEARCH WAS MADE ALONG BULLS HEAD RD. AND ALSO
 NA2006'LANGLEY RD., WHICH COMES NEARER TO THE DISTANCE OF 0.6 MILE.  THE
 NA2006'STATION HILL IS NOW DENSELY COVERED WITH BRUSH AND SMALL TREES,
 NA2006'AND THE REMAINS OF AN OLD ORCHARD CAN BE FOUND AMONG THE
 NA2006'BRUSH.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 NA2006'CHECKED.  VIEW FROM STATION IS COMPLETELY BLOCKED BY 20 TO
 NA2006'25-FOOT BRUSH AND TREES.
 NA2006'
 NA2006'STATION IS LOCATED IN A DENSE WILD CHERRY THICKET AND WILD
 NA2006'BERRY VINES, 100 FEET WEST-SOUTHWEST OF EDGE OF TIMBER AND AN
 NA2006'OLD TRACK ROADWAY.  STATION MARK IS A STANDARD DISK STAMPED
 NA2006'ADEBAHR 1942, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 NA2006'MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 3.5 FEET
 NA2006'SOUTHEAST OF A METAL WITNESS SIGN NAILED ONTO THE OLD WOODEN
 NA2006'WITNESS POST.  THERE IS A LARGE TAR-PAPER T-PANEL TARGET ON THE
 NA2006'MARK WHICH IS SEVERAL YEARS OLD, BUT WILL BE AN AID TO
 NA2006'RECOVERY INDEFINITELY.
 NA2006'
 NA2006'RM NO. 1 IS A STANDARD DISK STAMPED ADEBAHR NO 1 1942, SET IN THE
 NA2006'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 NA2006'FROM GROUND.  IT IS IN DENSE BRUSH, AMONG OLD APPLE TREES, 25
 NA2006'FEET WEST-SOUTHWEST OF EDGE OF TIMBER AND OLD TRACK ROADWAY.
 NA2006'
 NA2006'RM NO. 2 IS A STANDARD DISK STAMPED ADEBAHR NO 2 1942, SET IN
 NA2006'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 NA2006'FROM GROUND.  IT IS LOCATED ON SOUTHEAST SLOPE OF HILL, AMONG
 NA2006'OLD APPLE TREES IN DENSE BRUSH.  THERE IS NO LEDGE DISCERNIBLE,
 NA2006'AS DESCRIBED IN 1942.
 NA2006'
 NA2006'TO REACH STATION FROM THE JUNCTION OF NY RTE. 30 AND C.R. 149
 NA2006'IN MINAVILLE, GO SOUTHEAST ON C.R. 149 FOR 1.7 MILES.  TAKE RIGHT
 NA2006'FORK AND GO SOUTHEAST ON SCHUYLER RD. FOR 0.5 MILE TO
 NA2006'T-JUNCTION.  GO RIGHT ON BULLS HEAD RD. FOR 0.1 MILE TO
 NA2006'W. STALEYS HOME ON LEFT.  WALK SOUTHEAST UP ALONG LEFT SIDE
 NA2006'OF BRUSHROW BETWEEN FIELDS FOR 150 YARDS TO SOUTHWEST CORNER
 NA2006'OF THE FIELD.  FOLLOW OLD OVERGROWN ROADWAY SOUTHWEST UPGRADE
 NA2006'FOR 300 YARDS TO A TRAIL CROSSING INTERSECTION NEAR CREST OF
 NA2006'GRADE.  GO LEFT, ONTO OPEN FLAT AREA, THEN BEAR RIGHT,
 NA2006'SOUTHERLY, UP SLOPE AND ALONG SOUTHWEST SIDE OF WOODS FOR 200
 NA2006'YARDS TO RM NO. 1, 25 YARDS TO RIGHT, JUST BEFORE REACHING
 NA2006'TOP OF GRADE.  GO WEST-SOUTHWEST THROUGH DENSE BRUSH
 NA2006'FOR 100 FEET TO STATION.  NOTE--FROM THE TRAIL CROSSING
 NA2006'INTERSECTION THE STATION HILL IS THE PROMINENT BRUSHY
 NA2006'POINT TO RIGHT OF THE HIGHER TREE LINE ON EAST SIDE OF SADDLE
 NA2006'AND OLD ROADWAY, AND IT IS SOMEWHAT LOWER THAN TREELINE.
 NA2006'
 NA2006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2006'4-1/2 MILES SOUTH OF AMSTERDAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2005 ***********************************************************************
 NA2005  DESIGNATION -  ADEBAHR NYSS 221 1942
 NA2005  PID         -  NA2005
 NA2005  STATE/COUNTY-  NY/MONTGOMERY
 NA2005  USGS QUAD   -  DUANESBURG (1978)
 NA2005
 NA2005                         *CURRENT SURVEY CONTROL
 NA2005  ___________________________________________________________________
 NA2005* NAD 83(1996)-  42 52 26.82894(N)    074 10 40.54598(W)     ADJUSTED  
 NA2005* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 NA2005  ___________________________________________________________________
 NA2005  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 NA2005  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA2005
 NA2005  HORZ ORDER  -  SECOND
 NA2005
 NA2005.The horizontal coordinates were established by classical geodetic methods
 NA2005.and adjusted by the National Geodetic Survey in January 1999..
 NA2005
 NA2005.The orthometric height was scaled from a topographic map.
 NA2005
 NA2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2005
 NA2005.The geoid height was determined by GEOID03.
 NA2005
 NA2005;                    North         East     Units Scale Factor Converg.
 NA2005;SPC NY E     -   448,739.366   176,312.872   MT  0.99990851   +0 13 08.9
 NA2005;SPC NY E     - 1,472,239.07    578,453.15   sFT  0.99990851   +0 13 08.9
 NA2005;UTM  18      - 4,747,163.834   567,142.415   MT  0.99965546   +0 33 33.7
 NA2005
 NA2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2005!SPC NY E     -   0.99995422  x   0.99990851  =   0.99986274
 NA2005!UTM  18      -   0.99995422  x   0.99965546  =   0.99960970
 NA2005
 NA2005                          SUPERSEDED SURVEY CONTROL
 NA2005
 NA2005  NAD 83(1986)-  42 52 26.83327(N)    074 10 40.54600(W) AD(       ) 2
 NA2005  NAD 27      -  42 52 26.55932(N)    074 10 42.07358(W) AD(       ) 2
 NA2005
 NA2005.Superseded values are not recommended for survey control.
 NA2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2005.See file dsdata.txt to determine how the superseded data were derived.
 NA2005
 NA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6714247164(NAD 83)
 NA2005_MARKER: X = CHISELED CROSS
 NA2005_SETTING: 0 = UNSPECIFIED SETTING
 NA2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2005
 NA2005  HISTORY     - Date     Condition        Report By
 NA2005  HISTORY     - 1942     MONUMENTED       NYSS
 NA2005
 NA2005                          STATION DESCRIPTION
 NA2005
 NA2005'DESCRIBED BY NEW YORK STATE SURVEY 1942 (KBJ)
 NA2005'THE STATION IS LOCATED IN FLORIDA TOWNSHIP, ABOUT 4.5 MILES,
 NA2005'AIRLINE, S OF AMSTERDAM, ON LAND OWNED AND OCCUPIED BY WILLIAM
 NA2005'B. STALEY.  ON THE N SIDE OF A HILL WHICH IS CLEARED ON THE W SIDE
 NA2005'AND WOODED TO THE EASTWARD.  THE MARK IS A 6-INCH SQUARE GRANITE
 NA2005'POST PROJECTING ABOUT 20 INCHES ABOVE GROUND LEVEL.  THE STONE
 NA2005'HAS A CROSS CUT IN THE TOP AND THE LETTERS AND FIGURES N Y S S
 NA2005'221 ARE INSCRIBED IN THE VERTICAL FACES OF THE MONUMENT.  A
 NA2005'TRAVERSE CONNECTION WAS MADE TO STATION ADEBAHR 1942 WHICH IS
 NA2005'LOCATED AT THE TOP OF THE HILL TO THE SOUTHWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2097 ***********************************************************************
 PG2097  DESIGNATION -  ADIRONDACK SURVEY MARK 1942
 PG2097  PID         -  PG2097
 PG2097  STATE/COUNTY-  NY/ESSEX
 PG2097  USGS QUAD   -  
 PG2097
 PG2097                         *CURRENT SURVEY CONTROL
 PG2097  ___________________________________________________________________
 PG2097* NAD 83(1996)-  44 06 45.91669(N)    073 55 25.30232(W)     ADJUSTED  
 PG2097* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 PG2097  ___________________________________________________________________
 PG2097  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 PG2097  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 PG2097
 PG2097  HORZ ORDER  -  SECOND
 PG2097
 PG2097.The horizontal coordinates were established by classical geodetic methods
 PG2097.and adjusted by the National Geodetic Survey in January 1999..
 PG2097
 PG2097.The orthometric height was scaled from a topographic map.
 PG2097
 PG2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2097
 PG2097.The geoid height was determined by GEOID03.
 PG2097
 PG2097;                    North         East     Units Scale Factor Converg.
 PG2097;SPC NY E     -   586,452.103   196,131.007   MT  0.99992616   +0 24 04.2
 PG2097;SPC NY E     - 1,924,051.61    643,473.15   sFT  0.99992616   +0 24 04.2
 PG2097;UTM  18      - 4,884,959.505   586,128.366   MT  0.99969123   +0 44 57.2
 PG2097
 PG2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2097!SPC NY E     -   0.99974901  x   0.99992616  =   0.99967519
 PG2097!UTM  18      -   0.99974901  x   0.99969123  =   0.99944032
 PG2097
 PG2097                          SUPERSEDED SURVEY CONTROL
 PG2097
 PG2097  NAD 83(1996)-  44 06 45.91846(N)    073 55 25.30162(W) AD(       ) 2
 PG2097  NAD 83(1992)-  44 06 45.91833(N)    073 55 25.30963(W) AD(       ) 2
 PG2097  NAD 83(1986)-  44 06 45.92241(N)    073 55 25.30793(W) AD(       ) 2
 PG2097  NAD 27      -  44 06 45.74800(N)    073 55 26.80900(W) AD(       ) 2
 PG2097
 PG2097.Superseded values are not recommended for survey control.
 PG2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2097.See file dsdata.txt to determine how the superseded data were derived.
 PG2097
 PG2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8612884960(NAD 83)
 PG2097
 PG2097  HISTORY     - Date     Condition        Report By
 PG2097  HISTORY     - 1942     MONUMENTED       CGS
 PG2097
 PG2097                          STATION DESCRIPTION
 PG2097
 PG2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG2097'SEE STATION MARCY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0743 ***********************************************************************
 PH0743  DESIGNATION -  ADJ 1427
 PH0743  PID         -  PH0743
 PH0743  STATE/COUNTY-  NY/ST LAWRENCE
 PH0743  USGS QUAD   -  RAINBOW FALLS (1980)
 PH0743
 PH0743                         *CURRENT SURVEY CONTROL
 PH0743  ___________________________________________________________________
 PH0743* NAD 83(1986)-  44 35 55.     (N)    074 46 31.     (W)     SCALED    
 PH0743* NAVD 88     -       434.921  (meters)    1426.90   (feet)  ADJUSTED  
 PH0743  ___________________________________________________________________
 PH0743  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 PH0743  DYNAMIC HT  -         434.872 (meters)    1426.74  (feet)  COMP
 PH0743  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 PH0743
 PH0743  VERT ORDER  -  SECOND    CLASS 0
 PH0743
 PH0743.The horizontal coordinates were scaled from a topographic map and have
 PH0743.an estimated accuracy of +/- 6 seconds.
 PH0743
 PH0743.The orthometric height was determined by differential leveling
 PH0743.and adjusted by the National Geodetic Survey in June 1991..
 PH0743
 PH0743.The geoid height was determined by GEOID03.
 PH0743
 PH0743.The dynamic height is computed by dividing the NAVD 88
 PH0743.geopotential number by the normal gravity value computed on the
 PH0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0743.degrees latitude (g = 980.6199 gals.).
 PH0743
 PH0743.The modeled gravity was interpolated from observed gravity values.
 PH0743
 PH0743;                    North         East    Units  Estimated Accuracy
 PH0743;SPC NY E     -   640,310.      128,150.      MT  (+/- 180 meters Scaled)
 PH0743
 PH0743                          SUPERSEDED SURVEY CONTROL
 PH0743
 PH0743  NGVD 29 (??/??/92)  435.028  (m)         1427.25   (f) ADJ UNCH    2 0
 PH0743
 PH0743.Superseded values are not recommended for survey control.
 PH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0743.See file dsdata.txt to determine how the superseded data were derived.
 PH0743
 PH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ178383(NAD 83)
 PH0743_MARKER: DD = SURVEY DISK
 PH0743_SETTING: 66 = SET IN ROCK OUTCROP
 PH0743_SP_SET: ROCK LEDGE
 PH0743_STAMPING: 1427 1903 A D J
 PH0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0743+STABILITY: POSITION/ELEVATION WELL
 PH0743
 PH0743  HISTORY     - Date     Condition        Report By
 PH0743  HISTORY     - 1903     MONUMENTED       USGS
 PH0743  HISTORY     - 1942     GOOD             NGS
 PH0743
 PH0743                          STATION DESCRIPTION
 PH0743
 PH0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0743'3.4 MI SE FROM PARISHVILLE.
 PH0743'TO REACH FROM THE TOWN HALL AT PARISHVILLE-- PROCEED WESTERLY ALONG
 PH0743'NEW YORK STATE HIGHWAY NO. 72 0.2 MILE THENCE SOUTHEASTERLY ALONG
 PH0743'COUNTY ROAD 2.9 MILES THENCE SOUTHERLY ALONG COUNTY ROAD 0.3 MILE TO
 PH0743'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH OF
 PH0743'SCHOOL HOUSE HOPKINTON DISTRICT NO. 11 ABOUT 0.2 MILE NORTH OF A LARGE
 PH0743'RED BARN AND SILO AND ABOUT 400.0 FEET WEST OF THE ROAD.  IT IS SET
 PH0743'HORIZONTALLY IN A SOLID ROCK LEDGE ON TOP OF A HILL AND ABOUT 98.0
 PH0743'FEET SOUTH OF BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0742 ***********************************************************************
 PH0742  DESIGNATION -  ADJ 1436
 PH0742  PID         -  PH0742
 PH0742  STATE/COUNTY-  NY/ST LAWRENCE
 PH0742  USGS QUAD   -  RAINBOW FALLS (1980)
 PH0742
 PH0742                         *CURRENT SURVEY CONTROL
 PH0742  ___________________________________________________________________
 PH0742* NAD 83(1986)-  44 35 39.     (N)    074 46 27.     (W)     SCALED    
 PH0742* NAVD 88     -       437.536  (meters)    1435.48   (feet)  ADJUSTED  
 PH0742  ___________________________________________________________________
 PH0742  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 PH0742  DYNAMIC HT  -         437.486 (meters)    1435.32  (feet)  COMP
 PH0742  MODELED GRAV-     980,490.1   (mgal)                       NAVD 88
 PH0742
 PH0742  VERT ORDER  -  SECOND    CLASS 0
 PH0742
 PH0742.The horizontal coordinates were scaled from a topographic map and have
 PH0742.an estimated accuracy of +/- 6 seconds.
 PH0742
 PH0742.The orthometric height was determined by differential leveling
 PH0742.and adjusted by the National Geodetic Survey in June 1991..
 PH0742
 PH0742.The geoid height was determined by GEOID03.
 PH0742
 PH0742.The dynamic height is computed by dividing the NAVD 88
 PH0742.geopotential number by the normal gravity value computed on the
 PH0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0742.degrees latitude (g = 980.6199 gals.).
 PH0742
 PH0742.The modeled gravity was interpolated from observed gravity values.
 PH0742
 PH0742;                    North         East    Units  Estimated Accuracy
 PH0742;SPC NY E     -   639,820.      128,230.      MT  (+/- 180 meters Scaled)
 PH0742
 PH0742                          SUPERSEDED SURVEY CONTROL
 PH0742
 PH0742  NGVD 29 (??/??/92)  437.642  (m)         1435.83   (f) ADJ UNCH    2 0
 PH0742
 PH0742.Superseded values are not recommended for survey control.
 PH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0742.See file dsdata.txt to determine how the superseded data were derived.
 PH0742
 PH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ179378(NAD 83)
 PH0742_MARKER: DD = SURVEY DISK
 PH0742_SETTING: 66 = SET IN ROCK OUTCROP
 PH0742_SP_SET: ROCK LEDGE
 PH0742_STAMPING: 1436 1903 A D J
 PH0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0742+STABILITY: POSITION/ELEVATION WELL
 PH0742
 PH0742  HISTORY     - Date     Condition        Report By
 PH0742  HISTORY     - 1903     MONUMENTED       USGS
 PH0742  HISTORY     - 1942     GOOD             NGS
 PH0742
 PH0742                          STATION DESCRIPTION
 PH0742
 PH0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0742'3.7 MI SE FROM PARISHVILLE.
 PH0742'TO REACH FROM THE TOWN HALL AT PARISHVILLE-- PROCEED WESTERLY ALONG
 PH0742'NEW YORK STATE HIGHWAY NO. 72 0.2 MILE THENCE SOUTHEASTERLY ALONG
 PH0742'COUNTY ROAD 2.9 MILES THENCE SOUTHERLY ALONG COUNTY ROAD 0.6 MILE TO
 PH0742'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE SOUTH OF
 PH0742'SCHOOL HOUSE HOPKINTON DISTRICT NO. 11 AND ABOUT 350.0 FEET NORTHWEST
 PH0742'OF A SQUARE TWO STORY FRAME HOUSE.  IT IS SET HORIZONTALLY IN A SOLID
 PH0742'ROCK LEDGE ON TOP OF A HILL AND ABOUT 135.0 FEET NORTHWEST OF A RAIL
 PH0742'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1018 ***********************************************************************
 PH1018  DESIGNATION -  ADMIN
 PH1018  PID         -  PH1018
 PH1018  STATE/COUNTY-  NY/ST LAWRENCE
 PH1018  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1018
 PH1018                         *CURRENT SURVEY CONTROL
 PH1018  ___________________________________________________________________
 PH1018* NAD 83(1986)-  44 43 07.     (N)    075 27 18.     (W)     SCALED    
 PH1018* NAVD 88     -        84.419  (meters)     276.96   (feet)  ADJUSTED  
 PH1018  ___________________________________________________________________
 PH1018  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 PH1018  DYNAMIC HT  -          84.413 (meters)     276.94  (feet)  COMP
 PH1018  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 PH1018
 PH1018  VERT ORDER  -  FIRST     CLASS 0
 PH1018
 PH1018.The horizontal coordinates were scaled from a topographic map and have
 PH1018.an estimated accuracy of +/- 6 seconds.
 PH1018
 PH1018.The orthometric height was determined by differential leveling
 PH1018.and adjusted by the National Geodetic Survey in June 1991..
 PH1018
 PH1018.The geoid height was determined by GEOID03.
 PH1018
 PH1018.The dynamic height is computed by dividing the NAVD 88
 PH1018.geopotential number by the normal gravity value computed on the
 PH1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1018.degrees latitude (g = 980.6199 gals.).
 PH1018
 PH1018.The modeled gravity was interpolated from observed gravity values.
 PH1018
 PH1018;                    North         East    Units  Estimated Accuracy
 PH1018;SPC NY E     -   654,050.       74,340.      MT  (+/- 180 meters Scaled)
 PH1018
 PH1018                          SUPERSEDED SURVEY CONTROL
 PH1018
 PH1018  NGVD 29 (??/??/92)   84.528  (m)          277.32   (f) ADJ UNCH    1 0
 PH1018
 PH1018.Superseded values are not recommended for survey control.
 PH1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1018.See file dsdata.txt to determine how the superseded data were derived.
 PH1018
 PH1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ639517(NAD 83)
 PH1018_MARKER: Z = SEE DESCRIPTION
 PH1018_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH1018+WITH SETTING: INTO GROUND
 PH1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1018+STABILITY: SURFACE MOTION
 PH1018
 PH1018  HISTORY     - Date     Condition        Report By
 PH1018  HISTORY     - UNK      MONUMENTED       USLS
 PH1018  HISTORY     - 1969     GOOD             USLS
 PH1018  HISTORY     - 1989     GOOD             USPSQD
 PH1018
 PH1018                          STATION DESCRIPTION
 PH1018
 PH1018'DESCRIBED BY US LAKE SURVEY 1969
 PH1018'IN OGDENSBURG.
 PH1018'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ABOUT 3.1 MILES
 PH1018'NORTHEAST OF INTERSECTION OF HIGHWAYS 37 AND 67, IN VICINITY OF
 PH1018'ENTRANCE RAMP TO OGDENSBURG-PRESCOTT INTERNATIONAL BRIDGE, 101.6 FEET
 PH1018'SOUTH OF A 48-INCH ELM, 84.4 FEET NORTH OF A FLAGPOLE, 60.2 FEET WEST
 PH1018'OF WEST CORNER OF LAMP POST FOUNDATION, 24.0 FEET EAST OF SOUTH
 PH1018'CORNER, 19.7 FEET SOUTHEAST OF EAST CORNER AND IN LINE WITH NORTHEAST
 PH1018'FACE OF THE NORTHEAST WING OF THE OGDENSBURG BRIDGE ADMINISTRATION
 PH1018'BUILDING, 1 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 PH1018'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED
 PH1018'STEEL PIPE, 50 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER
 PH1018'STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 PH1018'PIPE, WITH COVER 1/2-FOOT BELOW THE GROUND SURFACE.
 PH1018
 PH1018                          STATION RECOVERY (1989)
 PH1018
 PH1018'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1713 ***********************************************************************
 OD1713  DESIGNATION -  ADO
 OD1713  PID         -  OD1713
 OD1713  STATE/COUNTY-  NY/SARATOGA
 OD1713  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1713
 OD1713                         *CURRENT SURVEY CONTROL
 OD1713  ___________________________________________________________________
 OD1713* NAD 83(1996)-  43 20 34.67745(N)    073 59 48.89251(W)     ADJUSTED  
 OD1713* NAVD 88     -       384.5    (meters)    1261.     (feet)  VERTCON   
 OD1713  ___________________________________________________________________
 OD1713  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OD1713  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OD1713
 OD1713  HORZ ORDER  -  SECOND
 OD1713
 OD1713.The horizontal coordinates were established by classical geodetic methods
 OD1713.and adjusted by the National Geodetic Survey in January 1999..
 OD1713
 OD1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1713
 OD1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1713
 OD1713.The geoid height was determined by GEOID03.
 OD1713
 OD1713;                    North         East     Units Scale Factor Converg.
 OD1713;SPC NY E     -   500,893.217   190,789.126   MT  0.99992046   +0 20 43.1
 OD1713;SPC NY E     - 1,643,347.16    625,947.32   sFT  0.99992046   +0 20 43.1
 OD1713;UTM  18      - 4,799,390.239   581,303.877   MT  0.99968131   +0 41 18.7
 OD1713
 OD1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1713!SPC NY E     -   0.99994432  x   0.99992046  =   0.99986479
 OD1713!UTM  18      -   0.99994432  x   0.99968131  =   0.99962565
 OD1713
 OD1713:                Primary Azimuth Mark                     Grid Az
 OD1713:SPC NY E     -  WELLS PEAK                               028 53 25.6
 OD1713:UTM  18      -  WELLS PEAK                               028 32 50.0
 OD1713
 OD1713|---------------------------------------------------------------------|
 OD1713| PID    Reference Object                     Distance      Geod. Az  |
 OD1713|                                                           dddmmss.s |
 OD1713| OD1721 WELLS PEAK                          APPROX. 4.3 KM 0291408.7 |
 OD1713| DA2864 ADO 1                                              0400107.1 |
 OD1713| OD1714 ADO A SACGS 1973                      7.515 METERS 08553     |
 OD1713| DA2861 ADC 2                                              1920824.8 |
 OD1713|---------------------------------------------------------------------|
 OD1713
 OD1713                          SUPERSEDED SURVEY CONTROL
 OD1713
 OD1713  NAD 83(1996)-  43 20 34.68148(N)    073 59 48.89250(W) AD(       ) 2
 OD1713  NAD 83(1992)-  43 20 34.68163(N)    073 59 48.89259(W) AD(       ) 2
 OD1713  NAD 83(1986)-  43 20 34.68190(N)    073 59 48.89288(W) AD(       ) 2
 OD1713  NAD 27      -  43 20 34.42383(N)    073 59 50.43483(W) AD(       ) 2
 OD1713  NGVD 29 (07/19/86)  384.6    (m)         1262.     (f) VERT ANG       
 OD1713
 OD1713.Superseded values are not recommended for survey control.
 OD1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1713.See file dsdata.txt to determine how the superseded data were derived.
 OD1713
 OD1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8130499390(NAD 83)
 OD1713_MARKER: DD = SURVEY DISK
 OD1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1713
 OD1713  HISTORY     - Date     Condition        Report By
 OD1713  HISTORY     - 1973     MONUMENTED       NY-091
 OD1713
 OD1713                          STATION DESCRIPTION
 OD1713
 OD1713'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1713'THE STATION IS APPROXIMATELY 4.0 MILES NORTHWEST OF CONKLINGVILLE,
 OD1713'10.5 MILES NORTHEAST OF EDINBURG AND 8.0 MILES NORTHWEST OF
 OD1713'HADLEY, IN THE TOWNSHIP OF DAY.
 OD1713'
 OD1713'TO REACH THE STATION FROM THE TOWN HALL IN HADLEY, GO NORTHERLY
 OD1713'ON COUNTY HIGHWAY 1 (STONY CREEK ROAD) FOR 3.0 MILES TO THE
 OD1713'Y-INTERSECTION OF THE HADLEY HILL ROAD ON THE LEFT.  TURN LEFT ON
 OD1713'HADLEY HILL ROAD AND GO WEST AND NORTHWEST FOR 7.00 MILES TO
 OD1713'AZIMUTH MARK, ADO-1 (SACGS), ON THE RIGHT.  CONTINUE ON HADLEY
 OD1713'HILL ROAD FOR 0.10 MILE TO THE STATION ON THE RIGHT.
 OD1713'
 OD1713'TO REACH THE AZIMUTH MARK, ADC-2 (SACGS), CONTINUE SOUTHWESTERLY
 OD1713'ON HADLEY HILL ROAD FOR 0.10 MILE TO THE MARK ON THE LEFT.
 OD1713'
 OD1713'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1713'SURVEY STAMPED ADO.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1713'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1713'GROUND.  IT IS LOCATED 12.0 FEET WEST OF THE CENTERLINE OF THE
 OD1713'HADLEY HILL ROAD, 6.0 FEET NORTH OF THE RANGE LINE OFF A
 OD1713'STONEWALL ON THE WEST SIDE OF HADLEY HILL ROAD, 18.8 FEET
 OD1713'NORTHEAST OF A 10-INCH MAPLE TREE WITH A TRIANGULAR BLAZE,
 OD1713'GROWING AT THE END OF THE STONE WALL MENTIONED PREVIOUSLY,
 OD1713'66.0 FEET NORTHWEST OF A 28-INCH MAPLE TREE GROWING ON THE EAST
 OD1713'SIDE OF HADLEY HILL ROAD, 45.5 FEET NORTHEAST OF A 20-INCH
 OD1713'MAPLE TREE GROWING ON THE WEST SIDE OF HADLEY HILL ROAD.  THE
 OD1713'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1713'CONCRETE 48 INCHES BELOW THE SURFACE.
 OD1713'
 OD1713'AZIMUTH MARK, ADO-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1713'COUNTY GEODETIC SURVEY STAMPED ADO-1.  IT IS SET IN THE TOP OF A
 OD1713'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE
 OD1713'GROUND.  IT IS LOCATED 126.0 FEET SOUTHWEST OF THE CENTER OF THE
 OD1713'NORTH END OF A HEADWALL ON THE NORTH SIDE OF COUNTY HIGHWAY 4,
 OD1713'123.0 FEET NORTHWEST OF THE CENTER OF THE SOUTH END OF A
 OD1713'HEADWALL, 42.5 FEET NORTHWEST OF A 6-INCH TRIPLE SPRUCE TREE BOTH
 OD1713'ON THE SOUTH SIDE OF COUNTY HIGHWAY 4, AND 11.0 FEET NORTH OF
 OD1713'THE CENTERLINE OF COUNTY HIGHWAY 4.
 OD1713'
 OD1713'AZIMUTH MARK, ADC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1713'COUNTY GEODETIC SURVEY STAMPED ADC-2.  IT IS SET IN THE TOP OF A
 OD1713'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT ABOVE
 OD1713'THE GROUND.  IT IS LOCATED 13.8 FEET SOUTHEAST OF THE CENTERLINE
 OD1713'OF HADLEY HILL ROAD, 8.4 FEET NORTHEAST OF A CONCRETE CULVERT
 OD1713'(MEASURED TO CENTERLINE OF FACE OF STONE HEADWALL), 31.2 FEET
 OD1713'SOUTHEAST OF THE OTHER END OF THE CULVERT ON THE NORTHWEST
 OD1713'SIDE OF THE HADLEY HILL ROAD (MEASURED TO CENTERLINE OF FACE
 OD1713'OF STONE HEADWALL).
 OD1713'
 OD1713'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1726 ***********************************************************************
 OD1726  DESIGNATION -  AEA 1 SACGS 1973
 OD1726  PID         -  OD1726
 OD1726  STATE/COUNTY-  NY/WARREN
 OD1726  USGS QUAD   -  STONY CREEK (1968)
 OD1726
 OD1726                         *CURRENT SURVEY CONTROL
 OD1726  ___________________________________________________________________
 OD1726* NAD 83(1996)-  43 23 43.83261(N)    073 54 06.82247(W)     ADJUSTED  
 OD1726* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 OD1726  ___________________________________________________________________
 OD1726  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 OD1726  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OD1726
 OD1726  HORZ ORDER  -  SECOND
 OD1726
 OD1726.The horizontal coordinates were established by classical geodetic methods
 OD1726.and adjusted by the National Geodetic Survey in January 1999..
 OD1726
 OD1726.The orthometric height was scaled from a topographic map.
 OD1726
 OD1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1726
 OD1726.The geoid height was determined by GEOID03.
 OD1726
 OD1726;                    North         East     Units Scale Factor Converg.
 OD1726;SPC NY E     -   506,781.002   198,451.279   MT  0.99992887   +0 24 39.3
 OD1726;SPC NY E     - 1,662,664.00    651,085.57   sFT  0.99992887   +0 24 39.3
 OD1726;UTM  18      - 4,805,322.442   588,928.811   MT  0.99969728   +0 45 16.1
 OD1726
 OD1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1726!SPC NY E     -   0.99995069  x   0.99992887  =   0.99987956
 OD1726!UTM  18      -   0.99995069  x   0.99969728  =   0.99964798
 OD1726
 OD1726                          SUPERSEDED SURVEY CONTROL
 OD1726
 OD1726  NAD 83(1996)-  43 23 43.83622(N)    073 54 06.82227(W) AD(       ) 2
 OD1726  NAD 83(1992)-  43 23 43.83654(N)    073 54 06.82239(W) AD(       ) 2
 OD1726  NAD 83(1986)-  43 23 43.83722(N)    073 54 06.82281(W) AD(       ) 2
 OD1726  NAD 27      -  43 23 43.58154(N)    073 54 08.37562(W) AD(       ) 2
 OD1726
 OD1726.Superseded values are not recommended for survey control.
 OD1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1726.See file dsdata.txt to determine how the superseded data were derived.
 OD1726
 OD1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8892905322(NAD 83)
 OD1726_MARKER: DD = SURVEY DISK
 OD1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1726+STABILITY: SURFACE MOTION
 OD1726
 OD1726  HISTORY     - Date     Condition        Report By
 OD1726  HISTORY     - 1973     MONUMENTED       NY-091
 OD1726
 OD1726                          STATION DESCRIPTION
 OD1726
 OD1726'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1726'STATION AEA SACGS IS ABOUT 5.9 MILES NORTHWEST OF THE TOWN OF HADLEY,
 OD1726'5.30 MILES NORTHEAST OF CONKLINGVILLE, 6.6 MILES SOUTHEAST OF
 OD1726'STONY CREEK IN WARREN COUNTY.
 OD1726'
 OD1726'TO REACH STATION AEA SACGS FROM THE POST OFFICE IN STONY CREEK GO
 OD1726'SOUTHEAST ON HADLEY ROAD FOR 2.4 MILES TO THE T-ROAD
 OD1726'INTERSECTION OF HADLEY HILL ROAD ON THE RIGHT.  TURN RIGHT ON
 OD1726'HADLEY HILL ROAD AND PROCEED SOUTHWEST FOR 0.75 MILE TO A TRACK
 OD1726'ROAD ON THE LEFT.  TURN LEFT ON THE TRACK ROAD AND GO EASTERLY
 OD1726'FOR 0.15 MILE TO THE STATION MARK IN THE CENTER OF THE TRACK
 OD1726'ROAD.
 OD1726'
 OD1726'TO REACH AZIMUTH MARK, AEA-1 (SACGS), GO 286 FEET NORTH OF
 OD1726'STATION MARK AEA SACGS TO THE MARK AT THE INSIDE CORNER OF A THICK
 OD1726'PINE WOODS.
 OD1726'
 OD1726'AZIMUTH MARK, AEA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1726'COUNTY GEODETIC SURVEY STAMPED AEA-1.  IT IS SET IN THE TOP OF
 OD1726'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.15 FOOT
 OD1726'ABOVE THE GROUND.  IT IS LOCATED AT AN INSIDE CORNER OF A THICK
 OD1726'PINE WOODS NORTH OF THE STATION MARK, 12.0 FEET WEST OF A
 OD1726'BLAZED 10-INCH WHITE PINE TREE, 190.0 FEET NORTHWEST OF THE
 OD1726'CENTER OF AN 11.5 FEET DIAMETER CONCRETE SILO BASE FOUND NEAR AN
 OD1726'OLD STONE FOUNDATION, 53.0 FEET NORTHEAST OF THE CENTER OF A
 OD1726'BLAZED 18-INCH WHITE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1731 ***********************************************************************
 OD1731  DESIGNATION -  AEA 2 SACGS 1973
 OD1731  PID         -  OD1731
 OD1731  STATE/COUNTY-  NY/SARATOGA
 OD1731  USGS QUAD   -  STONY CREEK (1968)
 OD1731
 OD1731                         *CURRENT SURVEY CONTROL
 OD1731  ___________________________________________________________________
 OD1731* NAD 83(1996)-  43 23 36.76185(N)    073 54 05.08302(W)     ADJUSTED  
 OD1731* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 OD1731  ___________________________________________________________________
 OD1731  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 OD1731  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OD1731
 OD1731  HORZ ORDER  -  SECOND
 OD1731
 OD1731.The horizontal coordinates were established by classical geodetic methods
 OD1731.and adjusted by the National Geodetic Survey in January 1999..
 OD1731
 OD1731.The orthometric height was scaled from a topographic map.
 OD1731
 OD1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1731
 OD1731.The geoid height was determined by GEOID03.
 OD1731
 OD1731;                    North         East     Units Scale Factor Converg.
 OD1731;SPC NY E     -   506,563.092   198,491.987   MT  0.99992892   +0 24 40.5
 OD1731;SPC NY E     - 1,661,949.08    651,219.13   sFT  0.99992892   +0 24 40.5
 OD1731;UTM  18      - 4,805,104.830   588,970.815   MT  0.99969737   +0 45 17.2
 OD1731
 OD1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1731!SPC NY E     -   0.99995069  x   0.99992892  =   0.99987961
 OD1731!UTM  18      -   0.99995069  x   0.99969737  =   0.99964807
 OD1731
 OD1731                          SUPERSEDED SURVEY CONTROL
 OD1731
 OD1731  NAD 83(1996)-  43 23 36.76546(N)    073 54 05.08283(W) AD(       ) 2
 OD1731  NAD 83(1992)-  43 23 36.76577(N)    073 54 05.08294(W) AD(       ) 2
 OD1731  NAD 83(1986)-  43 23 36.76645(N)    073 54 05.08336(W) AD(       ) 2
 OD1731  NAD 27      -  43 23 36.51071(N)    073 54 06.63622(W) AD(       ) 2
 OD1731
 OD1731.Superseded values are not recommended for survey control.
 OD1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1731.See file dsdata.txt to determine how the superseded data were derived.
 OD1731
 OD1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8897105105(NAD 83)
 OD1731_MARKER: DD = SURVEY DISK
 OD1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1731+STABILITY: SURFACE MOTION
 OD1731
 OD1731  HISTORY     - Date     Condition        Report By
 OD1731  HISTORY     - 1973     MONUMENTED       NY-091
 OD1731
 OD1731                          STATION DESCRIPTION
 OD1731
 OD1731'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1731'STATION AEA SACGS IS ABOUT 5.9 MILES NORTHWEST OF THE TOWN OF HADLEY,
 OD1731'5.30 MILES NORTHEAST OF CONKLINGVILLE, 6.6 MILES SOUTHEAST OF
 OD1731'STONY CREEK IN WARREN COUNTY.
 OD1731'
 OD1731'TO REACH AZIMUTH MARK, AEA-2 (SACGS), GO 441 FEET SOUTH TO A
 OD1731'GAP IN A STONEWALL RUNNING EAST - WEST AND THE MARK ON THE
 OD1731'NORTH SIDE OF THE STONE WALL.
 OD1731'
 OD1731'AZIMUTH MARK, AEA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1731'COUNTY GEODETIC SURVEY STAMPED AEA-2.  IT IS SET IN THE TOP OF
 OD1731'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1731'GROUND.  IT IS LOCATED 5.5 FEET WEST OF THE CENTERLINE OF THE
 OD1731'TRACK ROAD, 11.0 FEET NORTH OF THE CENTER OF THE STONEWALL,
 OD1731'105.0 FEET SOUTHEAST OF A LONE 14-INCH WHITE PINE, 49.5 FEET
 OD1731'SOUTHWEST OF 16-INCH MAPLE TREE WITH FENCE WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1730 ***********************************************************************
 OD1730  DESIGNATION -  AEA SACGS 1973
 OD1730  PID         -  OD1730
 OD1730  STATE/COUNTY-  NY/SARATOGA
 OD1730  USGS QUAD   -  STONY CREEK (1968)
 OD1730
 OD1730                         *CURRENT SURVEY CONTROL
 OD1730  ___________________________________________________________________
 OD1730* NAD 83(1996)-  43 23 41.02025(N)    073 54 06.36210(W)     ADJUSTED  
 OD1730* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 OD1730  ___________________________________________________________________
 OD1730  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 OD1730  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OD1730
 OD1730  HORZ ORDER  -  SECOND
 OD1730
 OD1730.The horizontal coordinates were established by classical geodetic methods
 OD1730.and adjusted by the National Geodetic Survey in January 1999..
 OD1730
 OD1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1730
 OD1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1730
 OD1730.The geoid height was determined by GEOID03.
 OD1730
 OD1730;                    North         East     Units Scale Factor Converg.
 OD1730;SPC NY E     -   506,694.292   198,462.261   MT  0.99992888   +0 24 39.6
 OD1730;SPC NY E     - 1,662,379.52    651,121.60   sFT  0.99992888   +0 24 39.6
 OD1730;UTM  18      - 4,805,235.819   588,940.310   MT  0.99969730   +0 45 16.4
 OD1730
 OD1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1730!SPC NY E     -   0.99995072  x   0.99992888  =   0.99987960
 OD1730!UTM  18      -   0.99995072  x   0.99969730  =   0.99964803
 OD1730
 OD1730|---------------------------------------------------------------------|
 OD1730| PID    Reference Object                     Distance      Geod. Az  |
 OD1730|                                                           dddmmss.s |
 OD1730| OD1731 AEA 2 SACGS 1973                    134.535 METERS 16739     |
 OD1730| OD1725 AEA A SACGS 1973                     11.538 METERS 21755     |
 OD1730| OD1724 STONY                               APPROX. 2.9 KM 3523222.3 |
 OD1730| OD1726 AEA 1 SACGS 1973                     87.409 METERS 35312     |
 OD1730|---------------------------------------------------------------------|
 OD1730
 OD1730                          SUPERSEDED SURVEY CONTROL
 OD1730
 OD1730  NAD 83(1996)-  43 23 41.02386(N)    073 54 06.36190(W) AD(       ) 2
 OD1730  NAD 83(1992)-  43 23 41.02417(N)    073 54 06.36202(W) AD(       ) 2
 OD1730  NAD 83(1986)-  43 23 41.02485(N)    073 54 06.36244(W) AD(       ) 2
 OD1730  NAD 27      -  43 23 40.76915(N)    073 54 07.91526(W) AD(       ) 2
 OD1730  NGVD 29 (07/19/86)  343.8    (m)         1128.     (f) VERT ANG       
 OD1730
 OD1730.Superseded values are not recommended for survey control.
 OD1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1730.See file dsdata.txt to determine how the superseded data were derived.
 OD1730
 OD1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8894005236(NAD 83)
 OD1730_MARKER: DD = SURVEY DISK
 OD1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1730+STABILITY: SURFACE MOTION
 OD1730
 OD1730  HISTORY     - Date     Condition        Report By
 OD1730  HISTORY     - 1973     MONUMENTED       NY-091
 OD1730
 OD1730                          STATION DESCRIPTION
 OD1730
 OD1730'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1730'THE STATION IS ABOUT 5.9 MILES NORTHWEST OF THE TOWN OF HADLEY,
 OD1730'5.30 MILES NORTHEAST OF CONKLINGVILLE, 6.6 MILES SOUTHEAST OF
 OD1730'STONY CREEK IN WARREN COUNTY.
 OD1730'
 OD1730'TO REACH THE STATION FROM THE POST OFFICE IN STONY CREEK GO
 OD1730'SOUTHEAST ON HADLEY ROAD FOR 2.4 MILES TO THE T-ROAD
 OD1730'INTERSECTION OF HADLEY HILL ROAD ON THE RIGHT.  TURN RIGHT ON
 OD1730'HADLEY HILL ROAD AND PROCEED SOUTHWEST FOR 0.75 MILE TO A TRACK
 OD1730'ROAD ON THE LEFT.  TURN LEFT ON THE TRACK ROAD AND GO EASTERLY
 OD1730'FOR 0.15 MILE TO THE STATION MARK IN THE CENTER OF THE TRACK
 OD1730'ROAD.
 OD1730'
 OD1730'TO REACH AZIMUTH MARK, AEA-1 (SACGS), GO 286 FEET NORTH OF
 OD1730'THE STATION MARK TO THE MARK AT THE INSIDE CORNER OF A THICK
 OD1730'PINE WOODS.
 OD1730'
 OD1730'TO REACH AZIMUTH MARK, AEA-2 (SACGS), GO 441 FEET SOUTH TO A
 OD1730'GAP IN A STONEWALL RUNNING EAST - WEST AND THE MARK ON THE
 OD1730'NORTH SIDE OF THE STONE WALL.
 OD1730'
 OD1730'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1730'SURVEY STAMPED AEA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1730'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1730'THE GROUND.  IT IS LOCATED 85.5 FEET SOUTHEAST OF AN 18-INCH
 OD1730'ASH TREE, 105.5 FEET NORTHWEST OF A 36-INCH MAPLE TREE GROWING
 OD1730'OFF THE NORTHWEST CORNER OF AN OLD STONE FOUNDATION, 132.0 FEET
 OD1730'NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY
 OD1730'CEDAR-SHINGLED CABIN, 49.0 FEET NORTHEAST OF THE NORTHEAST
 OD1730'CORNER OF AN OLD STONE FOUNDATION, AND 92.0 FEET EAST OF A
 OD1730'40-INCH MAPLE TREE ON THE SOUTH SIDE OF A STONEWALL.
 OD1730'
 OD1730'AZIMUTH MARK, AEA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1730'COUNTY GEODETIC SURVEY STAMPED AEA-1.  IT IS SET IN THE TOP OF
 OD1730'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.15 FOOT
 OD1730'ABOVE THE GROUND.  IT IS LOCATED AT AN INSIDE CORNER OF A THICK
 OD1730'PINE WOODS NORTH OF THE STATION MARK, 12.0 FEET WEST OF A
 OD1730'BLAZED 10-INCH WHITE PINE TREE, 190.0 FEET NORTHWEST OF THE
 OD1730'CENTER OF AN 11.5 FEET DIAMETER CONCRETE SILO BASE FOUND NEAR AN
 OD1730'OLD STONE FOUNDATION, 53.0 FEET NORTHEAST OF THE CENTER OF A
 OD1730'BLAZED 18-INCH WHITE PINE TREE.
 OD1730'
 OD1730'AZIMUTH MARK, AEA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1730'COUNTY GEODETIC SURVEY STAMPED AEA-2.  IT IS SET IN THE TOP OF
 OD1730'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1730'GROUND.  IT IS LOCATED 5.5 FEET WEST OF THE CENTERLINE OF THE
 OD1730'TRACK ROAD, 11.0 FEET NORTH OF THE CENTER OF THE STONEWALL,
 OD1730'105.0 FEET SOUTHEAST OF A LONE 14-INCH WHITE PINE, 49.5 FEET
 OD1730'SOUTHWEST OF 16-INCH MAPLE TREE WITH FENCE WIRE.
 OD1730'
 OD1730'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1732 ***********************************************************************
 OD1732  DESIGNATION -  AEB 1 SACGS 1973
 OD1732  PID         -  OD1732
 OD1732  STATE/COUNTY-  NY/WARREN
 OD1732  USGS QUAD   -  STONY CREEK (1968)
 OD1732
 OD1732                         *CURRENT SURVEY CONTROL
 OD1732  ___________________________________________________________________
 OD1732* NAD 83(1996)-  43 24 11.87865(N)    073 53 53.33496(W)     ADJUSTED  
 OD1732* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 OD1732  ___________________________________________________________________
 OD1732  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 OD1732  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 OD1732
 OD1732  HORZ ORDER  -  SECOND
 OD1732
 OD1732.The horizontal coordinates were established by classical geodetic methods
 OD1732.and adjusted by the National Geodetic Survey in January 1999..
 OD1732
 OD1732.The orthometric height was scaled from a topographic map.
 OD1732
 OD1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1732
 OD1732.The geoid height was determined by GEOID03.
 OD1732
 OD1732;                    North         East     Units Scale Factor Converg.
 OD1732;SPC NY E     -   507,648.638   198,748.532   MT  0.99992922   +0 24 48.8
 OD1732;SPC NY E     - 1,665,510.57    652,060.81   sFT  0.99992922   +0 24 48.8
 OD1732;UTM  18      - 4,806,191.643   589,220.789   MT  0.99969792   +0 45 25.8
 OD1732
 OD1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1732!SPC NY E     -   0.99996825  x   0.99992922  =   0.99989747
 OD1732!UTM  18      -   0.99996825  x   0.99969792  =   0.99966618
 OD1732
 OD1732                          SUPERSEDED SURVEY CONTROL
 OD1732
 OD1732  NAD 83(1996)-  43 24 11.88225(N)    073 53 53.33473(W) AD(       ) 2
 OD1732  NAD 83(1992)-  43 24 11.88256(N)    073 53 53.33487(W) AD(       ) 2
 OD1732  NAD 83(1986)-  43 24 11.88318(N)    073 53 53.33530(W) AD(       ) 2
 OD1732  NAD 27      -  43 24 11.62766(N)    073 53 54.88852(W) AD(       ) 2
 OD1732
 OD1732.Superseded values are not recommended for survey control.
 OD1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1732.See file dsdata.txt to determine how the superseded data were derived.
 OD1732
 OD1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8922106192(NAD 83)
 OD1732_MARKER: DD = SURVEY DISK
 OD1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1732+STABILITY: SURFACE MOTION
 OD1732
 OD1732  HISTORY     - Date     Condition        Report By
 OD1732  HISTORY     - 1973     MONUMENTED       NY-091
 OD1732
 OD1732                          STATION DESCRIPTION
 OD1732
 OD1732'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1732'THE STATION IS ABOUT 6.0 MILES NORTHWEST OF HADLEY, 6.5 MILES
 OD1732'NORTHEAST OF CONKLINGVILLE, AND 2.5 MILES SOUTHEAST OF STONY
 OD1732'CREEK, IN THE TOWNSHIP OF STONY CREEK.
 OD1732'
 OD1732'TO REACH THE STATION FROM THE POST OFFICE IN STONY CREEK, GO
 OD1732'SOUTHEAST ON HADLEY ROAD FOR 2.6 MILES TO THE AZIMUTH MARK,
 OD1732'AEB-1 (SACGS), ON RIGHT.
 OD1732'
 OD1732'AZIMUTH MARK, AEB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1732'COUNTY GEODETIC SURVEY STAMPED AEB-1.  IT IS SET IN THE TOP OF A
 OD1732'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1732'ABOVE THE GROUND.  IT IS LOCATED 99.0 FEET SOUTHEAST OF 36-INCH
 OD1732'MAPLE TREE, 128.6 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE
 OD1732'3878, 55.0 FEET SOUTHWEST OF MOST WESTERLY CATCH BASIN ON THE
 OD1732'NORTHEAST SIDE OF HADLEY ROAD, 78.0 FEET SOUTHWEST OF MOST
 OD1732'EASTERLY CATCH BASIN ON NORTHEAST SIDE OF HADLEY ROAD, 57 FEET
 OD1732'NORTHWEST OF POWER POLE 207 AND 38.6 FEET SOUTHEAST OF RANGE
 OD1732'LINE OFF THE SOUTHEAST SIDE OF HOUSE ON SOUTHWEST SIDE OF
 OD1732'HADLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1729 ***********************************************************************
 OD1729  DESIGNATION -  AEB 2 SACGS 1973
 OD1729  PID         -  OD1729
 OD1729  STATE/COUNTY-  NY/WARREN
 OD1729  USGS QUAD   -  STONY CREEK (1968)
 OD1729
 OD1729                         *CURRENT SURVEY CONTROL
 OD1729  ___________________________________________________________________
 OD1729* NAD 83(1996)-  43 24 00.63845(N)    073 53 30.95198(W)     ADJUSTED  
 OD1729* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 OD1729  ___________________________________________________________________
 OD1729  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 OD1729  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OD1729
 OD1729  HORZ ORDER  -  SECOND
 OD1729
 OD1729.The horizontal coordinates were established by classical geodetic methods
 OD1729.and adjusted by the National Geodetic Survey in January 1999..
 OD1729
 OD1729.The orthometric height was scaled from a topographic map.
 OD1729
 OD1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1729
 OD1729.The geoid height was determined by GEOID03.
 OD1729
 OD1729;                    North         East     Units Scale Factor Converg.
 OD1729;SPC NY E     -   507,305.439   199,254.665   MT  0.99992983   +0 25 04.1
 OD1729;SPC NY E     - 1,664,384.59    653,721.35   sFT  0.99992983   +0 25 04.1
 OD1729;UTM  18      - 4,805,851.564   589,728.853   MT  0.99969904   +0 45 41.0
 OD1729
 OD1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1729!SPC NY E     -   0.99996825  x   0.99992983  =   0.99989808
 OD1729!UTM  18      -   0.99996825  x   0.99969904  =   0.99966730
 OD1729
 OD1729                          SUPERSEDED SURVEY CONTROL
 OD1729
 OD1729  NAD 83(1996)-  43 24 00.64204(N)    073 53 30.95176(W) AD(       ) 2
 OD1729  NAD 83(1992)-  43 24 00.64235(N)    073 53 30.95189(W) AD(       ) 2
 OD1729  NAD 83(1986)-  43 24 00.64298(N)    073 53 30.95231(W) AD(       ) 2
 OD1729  NAD 27      -  43 24 00.38740(N)    073 53 32.50627(W) AD(       ) 2
 OD1729
 OD1729.Superseded values are not recommended for survey control.
 OD1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1729.See file dsdata.txt to determine how the superseded data were derived.
 OD1729
 OD1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8972905852(NAD 83)
 OD1729_MARKER: DD = SURVEY DISK
 OD1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1729+STABILITY: SURFACE MOTION
 OD1729
 OD1729  HISTORY     - Date     Condition        Report By
 OD1729  HISTORY     - 1973     MONUMENTED       NY-091
 OD1729
 OD1729                          STATION DESCRIPTION
 OD1729
 OD1729'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1729'STATION AEB SACGS IS ABOUT 6.0 MILES NORTHWEST OF HADLEY, 6.5 MILES
 OD1729'NORTHEAST OF CONKLINGVILLE, AND 2.5 MILES SOUTHEAST OF STONY
 OD1729'CREEK, IN THE TOWNSHIP OF STONY CREEK.
 OD1729'
 OD1729'TO REACH STATION AEB SACGS FROM THE POST OFFICE IN STONY CREEK, GO
 OD1729'SOUTHEAST ON HADLEY ROAD FOR 2.6 MILES TO THE AZIMUTH MARK,
 OD1729'AEB-1 (SACGS), ON RIGHT.  CONTINUE SOUTHEAST ON HADLEY ROAD FOR
 OD1729'0.3 MILE TO STATION ON LEFT.
 OD1729'
 OD1729'TO REACH AZIMUTH MARK, AEB-2 (SACGS), FROM THE STATION, CONTINUE
 OD1729'SOUTHEAST ON HADLEY ROAD FOR 0.15 MILE TO MARK ON LEFT.
 OD1729'
 OD1729'AZIMUTH MARK, AEB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1729'COUNTY GEODETIC SURVEY STAMPED AEB-2.  IT IS SET IN THE TOP OF A
 OD1729'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1729'THE GROUND.  IT IS LOCATED 106.6 FEET SOUTHEAST OF END OF
 OD1729'CENTERLINE OF CONCRETE PIPE AT FACE OF STONE HEADWALL ON NORTH
 OD1729'SIDE OF HADLEY ROAD, 32.6 FEET SOUTHEAST OF 24-INCH WHITE PINE
 OD1729'TREE, 13.3 FEET SOUTHWEST OF 30-INCH WHITE PINE TREE, 110.0
 OD1729'FEET NORTHWEST OF POWER POLE 198, AND 22.3 FEET NORTHEAST OF
 OD1729'CENTERLINE OF HADLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1727 ***********************************************************************
 OD1727  DESIGNATION -  AEB SACGS 1973
 OD1727  PID         -  OD1727
 OD1727  STATE/COUNTY-  NY/WARREN
 OD1727  USGS QUAD   -  STONY CREEK (1968)
 OD1727
 OD1727                         *CURRENT SURVEY CONTROL
 OD1727  ___________________________________________________________________
 OD1727* NAD 83(1996)-  43 24 05.61926(N)    073 53 37.17562(W)     ADJUSTED  
 OD1727* NAVD 88     -       231.9    (meters)     761.     (feet)  VERTCON   
 OD1727  ___________________________________________________________________
 OD1727  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 OD1727  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 OD1727
 OD1727  HORZ ORDER  -  SECOND
 OD1727
 OD1727.The horizontal coordinates were established by classical geodetic methods
 OD1727.and adjusted by the National Geodetic Survey in January 1999..
 OD1727
 OD1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1727
 OD1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1727
 OD1727.The geoid height was determined by GEOID03.
 OD1727
 OD1727;                    North         East     Units Scale Factor Converg.
 OD1727;SPC NY E     -   507,458.118   199,113.512   MT  0.99992966   +0 24 59.9
 OD1727;SPC NY E     - 1,664,885.51    653,258.25   sFT  0.99992966   +0 24 59.9
 OD1727;UTM  18      - 4,806,003.359   589,586.820   MT  0.99969872   +0 45 36.8
 OD1727
 OD1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1727!SPC NY E     -   0.99996825  x   0.99992966  =   0.99989791
 OD1727!UTM  18      -   0.99996825  x   0.99969872  =   0.99966698
 OD1727
 OD1727|---------------------------------------------------------------------|
 OD1727| PID    Reference Object                     Distance      Geod. Az  |
 OD1727|                                                           dddmmss.s |
 OD1727| OD1729 AEB 2 SACGS 1973                    207.945 METERS 13740     |
 OD1727| OD1728 AEB A SACGS 1973                      8.632 METERS 29504     |
 OD1727| OD1732 AEB 1 SACGS 1973                    411.743 METERS 2975852.5 |
 OD1727|---------------------------------------------------------------------|
 OD1727
 OD1727                          SUPERSEDED SURVEY CONTROL
 OD1727
 OD1727  NAD 83(1996)-  43 24 05.62285(N)    073 53 37.17539(W) AD(       ) 2
 OD1727  NAD 83(1992)-  43 24 05.62316(N)    073 53 37.17553(W) AD(       ) 2
 OD1727  NAD 83(1986)-  43 24 05.62379(N)    073 53 37.17596(W) AD(       ) 2
 OD1727  NAD 27      -  43 24 05.36824(N)    073 53 38.72971(W) AD(       ) 2
 OD1727  NGVD 29 (07/19/86)  232.0    (m)          761.     (f) VERT ANG       
 OD1727
 OD1727.Superseded values are not recommended for survey control.
 OD1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1727.See file dsdata.txt to determine how the superseded data were derived.
 OD1727
 OD1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8958706003(NAD 83)
 OD1727_MARKER: DD = SURVEY DISK
 OD1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1727+STABILITY: SURFACE MOTION
 OD1727
 OD1727  HISTORY     - Date     Condition        Report By
 OD1727  HISTORY     - 1973     MONUMENTED       NY-091
 OD1727
 OD1727                          STATION DESCRIPTION
 OD1727
 OD1727'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1727'THE STATION IS ABOUT 6.0 MILES NORTHWEST OF HADLEY, 6.5 MILES
 OD1727'NORTHEAST OF CONKLINGVILLE, AND 2.5 MILES SOUTHEAST OF STONY
 OD1727'CREEK, IN THE TOWNSHIP OF STONY CREEK.
 OD1727'
 OD1727'TO REACH THE STATION FROM THE POST OFFICE IN STONY CREEK, GO
 OD1727'SOUTHEAST ON HADLEY ROAD FOR 2.6 MILES TO THE AZIMUTH MARK,
 OD1727'AEB-1 (SACGS), ON RIGHT.  CONTINUE SOUTHEAST ON HADLEY ROAD FOR
 OD1727'0.3 MILE TO STATION ON LEFT.
 OD1727'
 OD1727'TO REACH AZIMUTH MARK, AEB-2 (SACGS), FROM THE STATION, CONTINUE
 OD1727'SOUTHEAST ON HADLEY ROAD FOR 0.15 MILE TO MARK ON LEFT.
 OD1727'
 OD1727'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1727'SURVEY STAMPED AEB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1727'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.5 FOOT BELOW THE
 OD1727'GROUND.  IT IS LOCATED 92.4 FEET SOUTHEAST OF A 5-INCH CHERRY
 OD1727'TREE, 33.2 FEET SOUTHEAST OF POWER POLE 104, 73.4 FEET
 OD1727'NORTHWEST OF STONE LAMP POST, AND 19.7 FEET NORTHEAST OF
 OD1727'CENTERLINE OF HADLEY ROAD.  THE UNDERGROUND MARK IS SET IN THE
 OD1727'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1727'GROUND.
 OD1727'
 OD1727'AZIMUTH MARK, AEB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1727'COUNTY GEODETIC SURVEY STAMPED AEB-1.  IT IS SET IN THE TOP OF A
 OD1727'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1727'ABOVE THE GROUND.  IT IS LOCATED 99.0 FEET SOUTHEAST OF 36-INCH
 OD1727'MAPLE TREE, 128.6 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE
 OD1727'3878, 55.0 FEET SOUTHWEST OF MOST WESTERLY CATCH BASIN ON THE
 OD1727'NORTHEAST SIDE OF HADLEY ROAD, 78.0 FEET SOUTHWEST OF MOST
 OD1727'EASTERLY CATCH BASIN ON NORTHEAST SIDE OF HADLEY ROAD, 57 FEET
 OD1727'NORTHWEST OF POWER POLE 207 AND 38.6 FEET SOUTHEAST OF RANGE
 OD1727'LINE OFF THE SOUTHEAST SIDE OF HOUSE ON SOUTHWEST SIDE OF
 OD1727'HADLEY ROAD.
 OD1727'
 OD1727'AZIMUTH MARK, AEB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1727'COUNTY GEODETIC SURVEY STAMPED AEB-2.  IT IS SET IN THE TOP OF A
 OD1727'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1727'THE GROUND.  IT IS LOCATED 106.6 FEET SOUTHEAST OF END OF
 OD1727'CENTERLINE OF CONCRETE PIPE AT FACE OF STONE HEADWALL ON NORTH
 OD1727'SIDE OF HADLEY ROAD, 32.6 FEET SOUTHEAST OF 24-INCH WHITE PINE
 OD1727'TREE, 13.3 FEET SOUTHWEST OF 30-INCH WHITE PINE TREE, 110.0
 OD1727'FEET NORTHWEST OF POWER POLE 198, AND 22.3 FEET NORTHEAST OF
 OD1727'CENTERLINE OF HADLEY ROAD.
 OD1727'
 OD1727'HEIGHT OF LIGHT ABOVE STATION MARK 0.98 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1688 ***********************************************************************
 OD1688  DESIGNATION -  AFA 1 SACGS 1973
 OD1688  PID         -  OD1688
 OD1688  STATE/COUNTY-  NY/WARREN
 OD1688  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1688
 OD1688                         *CURRENT SURVEY CONTROL
 OD1688  ___________________________________________________________________
 OD1688* NAD 83(1996)-  43 18 28.80971(N)    073 49 58.93058(W)     ADJUSTED  
 OD1688* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 OD1688  ___________________________________________________________________
 OD1688  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 OD1688  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 OD1688
 OD1688  HORZ ORDER  -  SECOND
 OD1688
 OD1688.The horizontal coordinates were established by classical geodetic methods
 OD1688.and adjusted by the National Geodetic Survey in January 1999..
 OD1688
 OD1688.The orthometric height was scaled from a topographic map.
 OD1688
 OD1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1688
 OD1688.The geoid height was determined by GEOID03.
 OD1688
 OD1688;                    North         East     Units Scale Factor Converg.
 OD1688;SPC NY E     -   497,102.324   204,107.096   MT  0.99993600   +0 27 27.0
 OD1688;SPC NY E     - 1,630,909.87    669,641.36   sFT  0.99993600   +0 27 27.0
 OD1688;UTM  18      - 4,795,680.030   594,641.208   MT  0.99971018   +0 48 01.8
 OD1688
 OD1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1688!SPC NY E     -   0.99997568  x   0.99993600  =   0.99991169
 OD1688!UTM  18      -   0.99997568  x   0.99971018  =   0.99968587
 OD1688
 OD1688                          SUPERSEDED SURVEY CONTROL
 OD1688
 OD1688  NAD 83(1996)-  43 18 28.81318(N)    073 49 58.93070(W) AD(       ) 2
 OD1688  NAD 83(1992)-  43 18 28.81354(N)    073 49 58.93067(W) AD(       ) 2
 OD1688  NAD 83(1986)-  43 18 28.81434(N)    073 49 58.93047(W) AD(       ) 2
 OD1688  NAD 27      -  43 18 28.55601(N)    073 50 00.49129(W) AD(       ) 2
 OD1688
 OD1688.Superseded values are not recommended for survey control.
 OD1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1688.See file dsdata.txt to determine how the superseded data were derived.
 OD1688
 OD1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9464195680(NAD 83)
 OD1688_MARKER: DD = SURVEY DISK
 OD1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1688+STABILITY: SURFACE MOTION
 OD1688
 OD1688  HISTORY     - Date     Condition        Report By
 OD1688  HISTORY     - 1973     MONUMENTED       NY-091
 OD1688
 OD1688                          STATION DESCRIPTION
 OD1688
 OD1688'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1688'STATION AFA SACGS IS ABOUT 1.3 MILES SOUTHEAST OF THE TOWN OF HADLEY,
 OD1688'3.9 MILES NORTH OF THE VILLAGE OF CORINTH, AND 1.0 MILES SOUTH
 OD1688'OF LAKE LUZERNE, IN THE TOWNSHIP OF HADLEY.
 OD1688'
 OD1688'TO REACH AZIMUTH MARK, AFA-1 (SACGS), FROM STATION AFA SACGS, CONTINUE
 OD1688'NORTH ON STATE HIGHWAY 9N CROSSING HUDSON RIVER FOR 0.4 MILE TO
 OD1688'THE MARK ON THE RIGHT.
 OD1688'
 OD1688'AZIMUTH MARK, AFA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1688'COUNTY GEODETIC SURVEY STAMPED AFA-1.  IT IS SET IN THE TOP OF
 OD1688'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2
 OD1688'FOOT ABOVE THE GROUND.  IT IS LOCATED 22.6 FEET NORTHEAST OF
 OD1688'THE CENTERLINE OF STATE HIGHWAY 9N, 153.0 FEET SOUTHEAST OF
 OD1688'POWER POLE NYP 14-1 ON THE EAST SIDE OF STATE HIGHWAY 9N, 88.9
 OD1688'FEET NORTHEAST OF POWER POLE NM 15, 164.0 FEET SOUTHEAST OF
 OD1688'POWER POLE NM 14, BOTH BEING ON THE WEST SIDE OF STATE HIGHWAY
 OD1688'9N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1685 ***********************************************************************
 OD1685  DESIGNATION -  AFA SACGS 1973
 OD1685  PID         -  OD1685
 OD1685  STATE/COUNTY-  NY/SARATOGA
 OD1685  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1685
 OD1685                         *CURRENT SURVEY CONTROL
 OD1685  ___________________________________________________________________
 OD1685* NAD 83(1996)-  43 18 08.97075(N)    073 49 58.37080(W)     ADJUSTED  
 OD1685* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 OD1685  ___________________________________________________________________
 OD1685  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 OD1685  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OD1685
 OD1685  HORZ ORDER  -  SECOND
 OD1685
 OD1685.The horizontal coordinates were established by classical geodetic methods
 OD1685.and adjusted by the National Geodetic Survey in January 1999..
 OD1685
 OD1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1685
 OD1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1685
 OD1685.The geoid height was determined by GEOID03.
 OD1685
 OD1685;                    North         East     Units Scale Factor Converg.
 OD1685;SPC NY E     -   496,490.239   204,124.600   MT  0.99993602   +0 27 27.2
 OD1685;SPC NY E     - 1,628,901.73    669,698.79   sFT  0.99993602   +0 27 27.2
 OD1685;UTM  18      - 4,795,068.198   594,662.371   MT  0.99971023   +0 48 01.9
 OD1685
 OD1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1685!SPC NY E     -   0.99997564  x   0.99993602  =   0.99991166
 OD1685!UTM  18      -   0.99997564  x   0.99971023  =   0.99968588
 OD1685
 OD1685:                Primary Azimuth Mark                     Grid Az
 OD1685:SPC NY E     -  AFA 1 SACGS 1973                         358 21 43.2
 OD1685:UTM  18      -  AFA 1 SACGS 1973                         358 01 08.5
 OD1685
 OD1685|---------------------------------------------------------------------|
 OD1685| PID    Reference Object                     Distance      Geod. Az  |
 OD1685|                                                           dddmmss.s |
 OD1685| OD1688 AFA 1 SACGS 1973                    APPROX. 0.6 KM 3584910.4 |
 OD1685|---------------------------------------------------------------------|
 OD1685
 OD1685                          SUPERSEDED SURVEY CONTROL
 OD1685
 OD1685  NAD 83(1996)-  43 18 08.97423(N)    073 49 58.37094(W) AD(       ) 2
 OD1685  NAD 83(1992)-  43 18 08.97459(N)    073 49 58.37090(W) AD(       ) 2
 OD1685  NAD 83(1986)-  43 18 08.97539(N)    073 49 58.37069(W) AD(       ) 2
 OD1685  NAD 27      -  43 18 08.71691(N)    073 49 59.93149(W) AD(       ) 2
 OD1685  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 OD1685
 OD1685.Superseded values are not recommended for survey control.
 OD1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1685.See file dsdata.txt to determine how the superseded data were derived.
 OD1685
 OD1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9466295068(NAD 83)
 OD1685_MARKER: DD = SURVEY DISK
 OD1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1685+STABILITY: SURFACE MOTION
 OD1685
 OD1685  HISTORY     - Date     Condition        Report By
 OD1685  HISTORY     - 1973     MONUMENTED       NY-091
 OD1685
 OD1685                          STATION DESCRIPTION
 OD1685
 OD1685'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1685'THE STATION IS ABOUT 1.3 MILES SOUTHEAST OF THE TOWN OF HADLEY,
 OD1685'3.9 MILES NORTH OF THE VILLAGE OF CORINTH, AND 1.0 MILES SOUTH
 OD1685'OF LAKE LUZERNE, IN THE TOWNSHIP OF HADLEY.
 OD1685'
 OD1685'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1685'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE ST.) FOR 0.05 MILE
 OD1685'TO THE T-INTERSECTION OF STATE HIGHWAY 9N AND MAIN ST.  TURN
 OD1685'LEFT AND GO NORTH OF STATE HIGHWAY 9N FOR 3.35 MILES TO STATION
 OD1685'MARK, AFB (SACGS) ON LEFT.  CONTINUE NORTH ON STATE HIGHWAY 9N
 OD1685'FOR 0.75 MILE TO STATION ON RIGHT.
 OD1685'
 OD1685'TO REACH AZIMUTH MARK, AFA-1 (SACGS), FROM THE STATION, CONTINUE
 OD1685'NORTH ON STATE HIGHWAY 9N CROSSING HUDSON RIVER FOR 0.4 MILE TO
 OD1685'THE MARK ON THE RIGHT.
 OD1685'
 OD1685'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1685'SURVEY STAMPED AFA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1685'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1685'ABOVE THE GROUND.  IT IS LOCATED 18.3 FEET EAST OF THE
 OD1685'CENTERLINE OF STATE HIGHWAY 9N, 43.6 FEET WEST OF 2 GRAY BIRCH
 OD1685'TREES, 12.3 FEET NORTHWEST OF POWER POLE 18-1, 44.0 FEET NORTH
 OD1685'OF THE NORTH RANGE LINE ON A USED CAR BUILDING, ALL BEING ON
 OD1685'THE EAST SIDE OF STATE HIGHWAY 9N, 136.9 FEET NORTHEAST OF
 OD1685'POWER POLE NM 3, 52.2 FEET SOUTHEAST OF POWER POLE NYP 2 BEING
 OD1685'ON THE WEST SIDE OF STATE HIGHWAY 9N.  THE UNDERGROUND MARK IS
 OD1685'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48-INCHES
 OD1685'BELOW THE GROUND.
 OD1685'
 OD1685'AZIMUTH MARK, AFA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1685'COUNTY GEODETIC SURVEY STAMPED AFA-1.  IT IS SET IN THE TOP OF
 OD1685'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2
 OD1685'FOOT ABOVE THE GROUND.  IT IS LOCATED 22.6 FEET NORTHEAST OF
 OD1685'THE CENTERLINE OF STATE HIGHWAY 9N, 153.0 FEET SOUTHEAST OF
 OD1685'POWER POLE NYP 14-1 ON THE EAST SIDE OF STATE HIGHWAY 9N, 88.9
 OD1685'FEET NORTHEAST OF POWER POLE NM 15, 164.0 FEET SOUTHEAST OF
 OD1685'POWER POLE NM 14, BOTH BEING ON THE WEST SIDE OF STATE HIGHWAY
 OD1685'9N.
 OD1685'
 OD1685'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1687 ***********************************************************************
 OD1687  DESIGNATION -  AFB
 OD1687  PID         -  OD1687
 OD1687  STATE/COUNTY-  NY/SARATOGA
 OD1687  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1687
 OD1687                         *CURRENT SURVEY CONTROL
 OD1687  ___________________________________________________________________
 OD1687* NAD 83(1996)-  43 17 30.90144(N)    073 49 59.06113(W)     ADJUSTED  
 OD1687* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 OD1687  ___________________________________________________________________
 OD1687  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OD1687  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OD1687
 OD1687  HORZ ORDER  -  SECOND
 OD1687
 OD1687.The horizontal coordinates were established by classical geodetic methods
 OD1687.and adjusted by the National Geodetic Survey in January 1999..
 OD1687
 OD1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1687
 OD1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1687
 OD1687.The geoid height was determined by GEOID03.
 OD1687
 OD1687;                    North         East     Units Scale Factor Converg.
 OD1687;SPC NY E     -   495,315.381   204,118.420   MT  0.99993602   +0 27 26.4
 OD1687;SPC NY E     - 1,625,047.21    669,678.52   sFT  0.99993602   +0 27 26.4
 OD1687;UTM  18      - 4,793,893.590   594,663.223   MT  0.99971023   +0 48 00.9
 OD1687
 OD1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1687!SPC NY E     -   0.99997583  x   0.99993602  =   0.99991186
 OD1687!UTM  18      -   0.99997583  x   0.99971023  =   0.99968607
 OD1687
 OD1687:                Primary Azimuth Mark                     Grid Az
 OD1687:SPC NY E     -  AFA SACGS 1973                           000 18 05.1
 OD1687:UTM  18      -  AFA SACGS 1973                           359 57 30.6
 OD1687
 OD1687|---------------------------------------------------------------------|
 OD1687| PID    Reference Object                     Distance      Geod. Az  |
 OD1687|                                                           dddmmss.s |
 OD1687| OD1685 AFA SACGS 1973                      APPROX. 1.2 KM 0004531.5 |
 OD1687| DA2865 AFB 1                                              1655824.9 |
 OD1687|---------------------------------------------------------------------|
 OD1687
 OD1687                          SUPERSEDED SURVEY CONTROL
 OD1687
 OD1687  NAD 83(1996)-  43 17 30.90492(N)    073 49 59.06132(W) AD(       ) 2
 OD1687  NAD 83(1992)-  43 17 30.90528(N)    073 49 59.06126(W) AD(       ) 2
 OD1687  NAD 83(1986)-  43 17 30.90613(N)    073 49 59.06101(W) AD(       ) 2
 OD1687  NAD 27      -  43 17 30.64731(N)    073 50 00.62173(W) AD(       ) 2
 OD1687  NGVD 29 (07/19/86)  184.1    (m)          604.     (f) VERT ANG       
 OD1687
 OD1687.Superseded values are not recommended for survey control.
 OD1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1687.See file dsdata.txt to determine how the superseded data were derived.
 OD1687
 OD1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9466393894(NAD 83)
 OD1687_MARKER: DD = SURVEY DISK
 OD1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1687+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 OD1687
 OD1687  HISTORY     - Date     Condition        Report By
 OD1687  HISTORY     - 1973     MONUMENTED       NY-091
 OD1687  HISTORY     - 20060723 GOOD             NYSDOT
 OD1687
 OD1687                          STATION DESCRIPTION
 OD1687
 OD1687'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1687'THE STATION IS LOCATED ABOUT 1.7 MILES SOUTH OF LAKE LUZERNE,
 OD1687'3.4 MILES NORTH OF CORINTH, AND 1.9 MILES SOUTHEAST OF HADLEY
 OD1687'IN THE TOWNSHIP OF HADLEY.
 OD1687'
 OD1687'TO REACH THE STATION FROM THE TOWN HALL IN HADLEY, GO
 OD1687'SOUTHEAST ON COUNTY HIGHWAY 1 (STONY CREEK ROAD) FOR 0.05 MILE TO
 OD1687'INTERSECTION OF COUNTY HIGHWAY 1, COUNTY HIGHWAY 4 AND CORINTH
 OD1687'ROAD.  GO SOUTHEAST ON CORINTH ROAD FOR 1.5 MILES TO THE Y-ROAD
 OD1687'INTERSECTION OF CORINTH ROAD.  TURN RIGHT AND GO SOUTH ON STATE
 OD1687'HIGHWAY 9N FOR 0.6 MILE TO THE STATION ON RIGHT.
 OD1687'
 OD1687'TO REACH AZIMUTH MARK, AFB-1 (SACGS), FROM THE STATION,
 OD1687'CONTINUE SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO THE MARK
 OD1687'ON LEFT.
 OD1687'
 OD1687'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1687'SURVEY STAMPED AFB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1687'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1687'ABOVE THE GROUND.  IT IS LOCATED 51.5 FEET NORTH OF THE
 OD1687'NORTHWESTERLY CORNER OF A CONCRETE HEADWALL ON THE WEST SIDE OF
 OD1687'STATE HIGHWAY 9N, 7.1 FEET EAST OF THE CENTERLINE OF CONCRETE
 OD1687'DITCH, 126.8 FEET SOUTH OF POWER POLE NM 73/A, AND 19.0 FEET
 OD1687'WEST OF THE CENTERLINE OF STATE HIGHWAY 9N.  THE UNDERGROUND
 OD1687'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OD1687'48-INCHES BELOW THE GROUND.
 OD1687'
 OD1687'AZIMUTH MARK, AFB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1687'COUNTY GEODETIC SURVEY STAMPED AFB-1.  IT IS SET IN THE TOP OF
 OD1687'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1687'GROUND.  IT IS LOCATED 30.2 FEET SOUTH OF POWER POLE NM 76,
 OD1687'42.6 FEET SOUTHWEST OF GUY WIRE ATTACHED TO POWER POLE NM 76,
 OD1687'67.5 FEET NORTHEAST OF 30-INCH WHITE PINE TREE, AND 21.9 FEET
 OD1687'EAST OF CENTERLINE OF STATE HIGHWAY 9N.
 OD1687'
 OD1687'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 OD1687
 OD1687                          STATION RECOVERY (2006)
 OD1687
 OD1687'RECOVERY NOTE BY   2006 (SRC)
 OD1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1696 ***********************************************************************
 OD1696  DESIGNATION -  AFC 1 SACGS 1973
 OD1696  PID         -  OD1696
 OD1696  STATE/COUNTY-  NY/SARATOGA
 OD1696  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1696
 OD1696                         *CURRENT SURVEY CONTROL
 OD1696  ___________________________________________________________________
 OD1696* NAD 83(1996)-  43 16 54.39049(N)    073 51 00.23043(W)     ADJUSTED  
 OD1696* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 OD1696  ___________________________________________________________________
 OD1696  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 OD1696  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OD1696
 OD1696  HORZ ORDER  -  SECOND
 OD1696
 OD1696.The horizontal coordinates were established by classical geodetic methods
 OD1696.and adjusted by the National Geodetic Survey in January 1999..
 OD1696
 OD1696.The orthometric height was scaled from a topographic map.
 OD1696
 OD1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1696
 OD1696.The geoid height was determined by GEOID03.
 OD1696
 OD1696;                    North         East     Units Scale Factor Converg.
 OD1696;SPC NY E     -   494,177.873   202,748.391   MT  0.99993422   +0 26 44.2
 OD1696;SPC NY E     - 1,621,315.24    665,183.68   sFT  0.99993422   +0 26 44.2
 OD1696;UTM  18      - 4,792,748.163   593,300.335   MT  0.99970708   +0 47 18.4
 OD1696
 OD1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1696!SPC NY E     -   0.99997256  x   0.99993422  =   0.99990678
 OD1696!UTM  18      -   0.99997256  x   0.99970708  =   0.99967965
 OD1696
 OD1696                          SUPERSEDED SURVEY CONTROL
 OD1696
 OD1696  NAD 83(1996)-  43 16 54.39401(N)    073 51 00.23066(W) AD(       ) 2
 OD1696  NAD 83(1992)-  43 16 54.39435(N)    073 51 00.23059(W) AD(       ) 2
 OD1696  NAD 83(1986)-  43 16 54.39511(N)    073 51 00.23032(W) AD(       ) 2
 OD1696  NAD 27      -  43 16 54.13608(N)    073 51 01.78885(W) AD(       ) 2
 OD1696
 OD1696.Superseded values are not recommended for survey control.
 OD1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1696.See file dsdata.txt to determine how the superseded data were derived.
 OD1696
 OD1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9330092748(NAD 83)
 OD1696_MARKER: DD = SURVEY DISK
 OD1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1696+STABILITY: SURFACE MOTION
 OD1696
 OD1696  HISTORY     - Date     Condition        Report By
 OD1696  HISTORY     - 1973     MONUMENTED       NY-091
 OD1696
 OD1696                          STATION DESCRIPTION
 OD1696
 OD1696'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1696'STATION AFC (SACGS) IS ABOUT 2.5 MILES SOUTH OF HADLEY, 2.5 MILES
 OD1696'SOUTHWEST OF LAKE LUZERNE, AND 2.5 MILES NORTH OF CORINTH IN
 OD1696'THE CORINTH TOWNSHIP.
 OD1696'
 OD1696'TO REACH STATION AFC (SACGS) FROM THE POST OFFICE IN CORINTH, GO EAST
 OD1696'ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05 MILE TO THE T-ROAD
 OD1696'JUNCTION OF STATE HIGHWAY 9N AND MAIN STREET.  TURN LEFT AND GO
 OD1696'NORTH ON STATE HIGHWAY 9N FOR 1.6 MILES TO THE T-ROAD INTERSECTION
 OD1696'OF ANTONE ROAD ON LEFT.  TURN LEFT AND GO NORTHWEST ON ANTONE
 OD1696'ROAD FOR 0.55 MILE TO A Y-ROAD INTERSECTION ON RIGHT.  CONTINUE
 OD1696'NORTH ON HARRIS ROAD FOR 0.10 MILE TO STATION AFC (SACGS) ON RIGHT.
 OD1696'
 OD1696'TO REACH AZIMUTH MARK, AFC-1 (SACGS), FROM THE STATION
 OD1696'CONTINUE NORTHWEST ON HARRIS ROAD FOR 0.30 MILE TO MARK ON LEFT.
 OD1696'
 OD1696'AZIMUTH MARK, AFC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1696'COUNTY GEODETIC SURVEY STAMPED AFC-1.  IT IS SET IN THE TOP OF A
 OD1696'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1696'ABOVE THE GROUND.  IT IS LOCATED 141.6 FEET NORTH OF POWER POLE
 OD1696'8, 100.7 FEET SOUTH OF POWER POLE 9, 45.5 FEET NORTHWEST OF THE
 OD1696'MOST SOUTHERLY GUARD POST, 11 FEET EAST OF STONE WALL AND 23.0
 OD1696'FEET WEST OF THE CENTERLINE OF HARRIS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1698 ***********************************************************************
 OD1698  DESIGNATION -  AFC 2 SACGS 1973
 OD1698  PID         -  OD1698
 OD1698  STATE/COUNTY-  NY/SARATOGA
 OD1698  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1698
 OD1698                         *CURRENT SURVEY CONTROL
 OD1698  ___________________________________________________________________
 OD1698* NAD 83(1996)-  43 16 38.41210(N)    073 50 48.49980(W)     ADJUSTED  
 OD1698* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 OD1698  ___________________________________________________________________
 OD1698  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 OD1698  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OD1698
 OD1698  HORZ ORDER  -  SECOND
 OD1698
 OD1698.The horizontal coordinates were established by classical geodetic methods
 OD1698.and adjusted by the National Geodetic Survey in January 1999..
 OD1698
 OD1698.The orthometric height was scaled from a topographic map.
 OD1698
 OD1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1698
 OD1698.The geoid height was determined by GEOID03.
 OD1698
 OD1698;                    North         East     Units Scale Factor Converg.
 OD1698;SPC NY E     -   493,686.879   203,016.704   MT  0.99993456   +0 26 52.1
 OD1698;SPC NY E     - 1,619,704.37    666,063.97   sFT  0.99993456   +0 26 52.1
 OD1698;UTM  18      - 4,792,258.894   593,571.519   MT  0.99970770   +0 47 26.2
 OD1698
 OD1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1698!SPC NY E     -   0.99997256  x   0.99993456  =   0.99990712
 OD1698!UTM  18      -   0.99997256  x   0.99970770  =   0.99968027
 OD1698
 OD1698                          SUPERSEDED SURVEY CONTROL
 OD1698
 OD1698  NAD 83(1996)-  43 16 38.41561(N)    073 50 48.50005(W) AD(       ) 2
 OD1698  NAD 83(1992)-  43 16 38.41596(N)    073 50 48.49997(W) AD(       ) 2
 OD1698  NAD 83(1986)-  43 16 38.41674(N)    073 50 48.49966(W) AD(       ) 2
 OD1698  NAD 27      -  43 16 38.15759(N)    073 50 50.05860(W) AD(       ) 2
 OD1698
 OD1698.Superseded values are not recommended for survey control.
 OD1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1698.See file dsdata.txt to determine how the superseded data were derived.
 OD1698
 OD1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9357292259(NAD 83)
 OD1698_MARKER: DD = SURVEY DISK
 OD1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1698+STABILITY: SURFACE MOTION
 OD1698
 OD1698  HISTORY     - Date     Condition        Report By
 OD1698  HISTORY     - 1973     MONUMENTED       NY-091
 OD1698
 OD1698                          STATION DESCRIPTION
 OD1698
 OD1698'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1698'STATION AFC (SACGS) IS ABOUT 2.5 MILES SOUTH OF HADLEY, 2.5 MILES
 OD1698'SOUTHWEST OF LAKE LUZERNE, AND 2.5 MILES NORTH OF CORINTH IN
 OD1698'THE CORINTH TOWNSHIP.
 OD1698'
 OD1698'TO REACH STATION AFC SACGS FROM THE POST OFFICE IN CORINTH, GO EAST
 OD1698'ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05 MILE TO THE T-ROAD
 OD1698'JUNCTION OF STATE HIGHWAY 9N AND MAIN STREET.  TURN LEFT AND GO
 OD1698'NORTH ON STATE HIGHWAY 9N FOR 1.6 MILES TO THE T-ROAD INTERSECTION
 OD1698'OF ANTONE ROAD ON LEFT.  TURN LEFT AND GO NORTHWEST ON ANTONE
 OD1698'ROAD FOR 0.55 MILE TO A Y-ROAD INTERSECTION ON RIGHT.  TURN
 OD1698'RIGHT AND GO NORTH ON HARRIS ROAD FOR 0.25 MILE TO AZIMUTH MARK,
 OD1698'AFC-2 (SACGS), ON RIGHT.  CONTINUE NORTH ON HARRIS ROAD FOR
 OD1698'0.10 MILE TO STATION ON RIGHT.
 OD1698'
 OD1698'AZIMUTH MARK, AFC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1698'COUNTY GEODETIC SURVEY STAMPED AFC-2.  IT IS SET IN THE TOP OF
 OD1698'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 0.1 FOOT
 OD1698'ABOVE THE GROUND.  IT IS LOCATED 50.0 FEET SOUTHWEST OF A
 OD1698'30-INCH MAPLE TREE, 47.3 FEET SOUTH OF THE RANGE LINE OF A
 OD1698'GARAGE OWNED BY ERIC L. HAYES, 18.7 FEET NORTHWEST OF TRIPLE
 OD1698'BIRCH TREES, AND 21.7 FEET EAST OF CENTERLINE OF HARRIS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1690 ***********************************************************************
 OD1690  DESIGNATION -  AFC SACGS 1973
 OD1690  PID         -  OD1690
 OD1690  STATE/COUNTY-  NY/SARATOGA
 OD1690  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1690
 OD1690                         *CURRENT SURVEY CONTROL
 OD1690  ___________________________________________________________________
 OD1690* NAD 83(1996)-  43 16 43.40326(N)    073 50 50.49722(W)     ADJUSTED  
 OD1690* NAVD 88     -       205.2    (meters)     673.     (feet)  VERTCON   
 OD1690  ___________________________________________________________________
 OD1690  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 OD1690  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OD1690
 OD1690  HORZ ORDER  -  SECOND
 OD1690
 OD1690.The horizontal coordinates were established by classical geodetic methods
 OD1690.and adjusted by the National Geodetic Survey in January 1999..
 OD1690
 OD1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1690
 OD1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1690
 OD1690.The geoid height was determined by GEOID03.
 OD1690
 OD1690;                    North         East     Units Scale Factor Converg.
 OD1690;SPC NY E     -   493,840.543   202,970.467   MT  0.99993450   +0 26 50.7
 OD1690;SPC NY E     - 1,620,208.51    665,912.27   sFT  0.99993450   +0 26 50.7
 OD1690;UTM  18      - 4,792,412.244   593,524.375   MT  0.99970760   +0 47 24.9
 OD1690
 OD1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1690!SPC NY E     -   0.99997251  x   0.99993450  =   0.99990702
 OD1690!UTM  18      -   0.99997251  x   0.99970760  =   0.99968012
 OD1690
 OD1690|---------------------------------------------------------------------|
 OD1690| PID    Reference Object                     Distance      Geod. Az  |
 OD1690|                                                           dddmmss.s |
 OD1690| OD1692 AFC A SACGS 1973                     14.068 METERS 00438     |
 OD1690| OD1698 AFC 2 SACGS 1973                    160.480 METERS 16342     |
 OD1690| OD1696 AFC 1 SACGS 1973                    403.895 METERS 3270520.8 |
 OD1690|---------------------------------------------------------------------|
 OD1690
 OD1690                          SUPERSEDED SURVEY CONTROL
 OD1690
 OD1690  NAD 83(1996)-  43 16 43.40677(N)    073 50 50.49746(W) AD(       ) 2
 OD1690  NAD 83(1992)-  43 16 43.40711(N)    073 50 50.49738(W) AD(       ) 2
 OD1690  NAD 83(1986)-  43 16 43.40789(N)    073 50 50.49709(W) AD(       ) 2
 OD1690  NAD 27      -  43 16 43.14877(N)    073 50 52.05595(W) AD(       ) 2
 OD1690  NGVD 29 (07/19/86)  205.3    (m)          674.     (f) VERT ANG       
 OD1690
 OD1690.Superseded values are not recommended for survey control.
 OD1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1690.See file dsdata.txt to determine how the superseded data were derived.
 OD1690
 OD1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9352492412(NAD 83)
 OD1690_MARKER: DD = SURVEY DISK
 OD1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1690+STABILITY: SURFACE MOTION
 OD1690
 OD1690  HISTORY     - Date     Condition        Report By
 OD1690  HISTORY     - 1973     MONUMENTED       NY-091
 OD1690
 OD1690                          STATION DESCRIPTION
 OD1690
 OD1690'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1690'THE STATION IS ABOUT 2.5 MILES SOUTH OF HADLEY, 2.5 MILES
 OD1690'SOUTHWEST OF LAKE LUZERNE, AND 2.5 MILES NORTH OF CORINTH IN
 OD1690'THE CORINTH TOWNSHIP.
 OD1690'
 OD1690'TO REACH THE STATION FROM THE POST OFFICE IN CORINTH, GO EAST
 OD1690'ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05 MILE TO THE T-ROAD
 OD1690'JUNCTION OF STATE HIGHWAY 9N AND MAIN STREET.  TURN LEFT AND GO
 OD1690'NORTH ON STATE HIGHWAY 9N FOR 1.6 MILES TO THE T-ROAD INTERSECTION
 OD1690'OF ANTONE ROAD ON LEFT.  TURN LEFT AND GO NORTHWEST ON ANTONE
 OD1690'ROAD FOR 0.55 MILE TO A Y-ROAD INTERSECTION ON RIGHT.  TURN
 OD1690'RIGHT AND GO NORTH ON HARRIS ROAD FOR 0.25 MILE TO AZIMUTH MARK,
 OD1690'AFC-2 (SACGS), ON RIGHT.  CONTINUE NORTH ON HARRIS ROAD FOR
 OD1690'0.10 MILE TO STATION ON RIGHT.
 OD1690'
 OD1690'TO REACH AZIMUTH MARK, AFC-1 (SACGS), FROM THE STATION
 OD1690'CONTINUE NORTHWEST ON HARRIS ROAD FOR 0.30 MILE TO MARK ON LEFT.
 OD1690'
 OD1690'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1690'SURVEY STAMPED AFC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1690'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1690'ABOVE THE GROUND.  IT IS LOCATED 168.2 FEET SOUTHEAST OF
 OD1690'POWER POLE NH 4, 132.5 FEET SOUTHWEST OF ONE STORY CABIN, 73.5
 OD1690'FEET NORTH OF TWIN 12-INCH BIRCH TREES, 47.5 FEET EAST OF 4-INCH
 OD1690'BIRCH TREE AND 18.1 FEET EAST OF CENTERLINE OF HARRIS ROAD.
 OD1690'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1690'CONCRETE 48-INCHES BELOW THE GROUND.
 OD1690'
 OD1690'AZIMUTH MARK, AFC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1690'COUNTY GEODETIC SURVEY STAMPED AFC-1.  IT IS SET IN THE TOP OF A
 OD1690'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1690'ABOVE THE GROUND.  IT IS LOCATED 141.6 FEET NORTH OF POWER POLE
 OD1690'8, 100.7 FEET SOUTH OF POWER POLE 9, 45.5 FEET NORTHWEST OF THE
 OD1690'MOST SOUTHERLY GUARD POST, 11 FEET EAST OF STONE WALL AND 23.0
 OD1690'FEET WEST OF THE CENTERLINE OF HARRIS ROAD.
 OD1690'
 OD1690'AZIMUTH MARK, AFC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1690'COUNTY GEODETIC SURVEY STAMPED AFC-2.  IT IS SET IN THE TOP OF
 OD1690'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 0.1 FOOT
 OD1690'ABOVE THE GROUND.  IT IS LOCATED 50.0 FEET SOUTHWEST OF A
 OD1690'30-INCH MAPLE TREE, 47.3 FEET SOUTH OF THE RANGE LINE OF A
 OD1690'GARAGE OWNED BY ERIC L. HAYES, 18.7 FEET NORTHWEST OF TRIPLE
 OD1690'BIRCH TREES, AND 21.7 FEET EAST OF CENTERLINE OF HARRIS ROAD.
 OD1690'
 OD1690'HEIGHT OF LIGHT ABOVE STATION MARK 1.12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2200 ***********************************************************************
 NA2200  DESIGNATION -  AFTON 1970
 NA2200  PID         -  NA2200
 NA2200  STATE/COUNTY-  NY/CHENANGO
 NA2200  USGS QUAD   -  AFTON (1957)
 NA2200
 NA2200                         *CURRENT SURVEY CONTROL
 NA2200  ___________________________________________________________________
 NA2200* NAD 83(1996)-  42 13 32.99593(N)    075 32 22.79486(W)     ADJUSTED  
 NA2200* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 NA2200  ___________________________________________________________________
 NA2200  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 NA2200  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NA2200
 NA2200  HORZ ORDER  -  SECOND
 NA2200
 NA2200.The horizontal coordinates were established by classical geodetic methods
 NA2200.and adjusted by the National Geodetic Survey in January 1999..
 NA2200
 NA2200.The orthometric height was scaled from a topographic map.
 NA2200
 NA2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2200
 NA2200.The geoid height was determined by GEOID03.
 NA2200
 NA2200;                    North         East     Units Scale Factor Converg.
 NA2200;SPC NY C     -   247,704.210   336,157.371   MT  1.00002880   +0 42 05.2
 NA2200;SPC NY C     -   812,676.23  1,102,876.31   sFT  1.00002880   +0 42 05.2
 NA2200;UTM  18      - 4,674,991.568   455,464.520   MT  0.99962440   -0 21 45.7
 NA2200
 NA2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2200!SPC NY C     -   0.99993611  x   1.00002880  =   0.99996490
 NA2200!UTM  18      -   0.99993611  x   0.99962440  =   0.99956053
 NA2200
 NA2200:                Primary Azimuth Mark                     Grid Az
 NA2200:SPC NY C     -  CAMEL 1970                               048 12 49.1
 NA2200:UTM  18      -  CAMEL 1970                               049 16 40.0
 NA2200
 NA2200|---------------------------------------------------------------------|
 NA2200| PID    Reference Object                     Distance      Geod. Az  |
 NA2200|                                                           dddmmss.s |
 NA2200| NA2187 CAMEL 1970                          APPROX. 9.2 KM 0485454.3 |
 NA2200|---------------------------------------------------------------------|
 NA2200
 NA2200                          SUPERSEDED SURVEY CONTROL
 NA2200
 NA2200  NAD 83(1986)-  42 13 33.00201(N)    075 32 22.79713(W) AD(       ) 2
 NA2200  NAD 27      -  42 13 32.71041(N)    075 32 24.13651(W) AD(       ) 2
 NA2200
 NA2200.Superseded values are not recommended for survey control.
 NA2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2200.See file dsdata.txt to determine how the superseded data were derived.
 NA2200
 NA2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5546574992(NAD 83)
 NA2200_MARKER: A = ALUMINUM MARKER
 NA2200_SETTING: 0 = UNSPECIFIED SETTING
 NA2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2200
 NA2200  HISTORY     - Date     Condition        Report By
 NA2200  HISTORY     - 1970     MONUMENTED       NYDT
 NA2200
 NA2200                          STATION DESCRIPTION
 NA2200
 NA2200'DESCRIBED BY NY DEPT OF TRANSP 1970 (DCW)
 NA2200'THE STATION IS A PUNCH MARK IN THE TOP OF AN ALUMINUM CAP ON
 NA2200'A 5/8 IN IRON PIN, SET 0.1 FT BELOW GROUND AND STAMPED DCW-AFTON.
 NA2200'
 NA2200'IT IS 50.29 FT SSW OF A 3 IN CHERRY TREE, 43.82 FT SSE OF A
 NA2200'4 IN CHERRY TREE, 3.30 FT NNW OF A N AND R IN FENCE POST, 3.00 FT
 NA2200'S OF A WITNESS POST, AND 1.6 FT N OF A FENCE.
 NA2200'
 NA2200'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF
 NA2200'AFTON, CHENANGO COUNTY, NEW YORK PROCEED SW ALONG N.Y. ROUTE
 NA2200'7 (0.15 MI) TO DRIVE ON THE RIGHT.  PROCEED UP DRIVE TO THE
 NA2200'FARM DRIVE AND WALK ABOUT 0.30 MI WNW TO THE SW CORNER OF A
 NA2200'PINE PLANTATION.  THEN PROCEED 0.25 MIL NW TO THE STATION ON
 NA2200'A FENCE LINE RUNNING EAST-WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0201 ***********************************************************************
 OG0201  DESIGNATION -  AG
 OG0201  PID         -  OG0201
 OG0201  STATE/COUNTY-  NY/NIAGARA
 OG0201  USGS QUAD   -  
 OG0201
 OG0201                         *CURRENT SURVEY CONTROL
 OG0201  ___________________________________________________________________
 OG0201* NAD 83(1986)-  43 05 02.     (N)    079 02 24.     (W)     SCALED    
 OG0201* NAVD 88     -       173.872  (meters)     570.45   (feet)  ADJUSTED  
 OG0201  ___________________________________________________________________
 OG0201  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OG0201  DYNAMIC HT  -         173.829 (meters)     570.30  (feet)  COMP
 OG0201  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OG0201
 OG0201  VERT ORDER  -  FIRST     CLASS II
 OG0201
 OG0201.The horizontal coordinates were scaled from a topographic map and have
 OG0201.an estimated accuracy of +/- 6 seconds.
 OG0201
 OG0201.The orthometric height was determined by differential leveling
 OG0201.and adjusted by the National Geodetic Survey in June 1991..
 OG0201
 OG0201.The geoid height was determined by GEOID03.
 OG0201
 OG0201.The dynamic height is computed by dividing the NAVD 88
 OG0201.geopotential number by the normal gravity value computed on the
 OG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0201.degrees latitude (g = 980.6199 gals.).
 OG0201
 OG0201.The modeled gravity was interpolated from observed gravity values.
 OG0201
 OG0201;                    North         East    Units  Estimated Accuracy
 OG0201;SPC NY W     -   342,590.      312,820.      MT  (+/- 180 meters Scaled)
 OG0201
 OG0201                          SUPERSEDED SURVEY CONTROL
 OG0201
 OG0201  NGVD 29 (??/??/92)  174.029  (m)          570.96   (f) ADJ UNCH    1 2
 OG0201
 OG0201.Superseded values are not recommended for survey control.
 OG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0201.See file dsdata.txt to determine how the superseded data were derived.
 OG0201
 OG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH595719(NAD 83)
 OG0201_MARKER: Z = SEE DESCRIPTION
 OG0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0201_SP_SET: WATER TABLE
 OG0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0201
 OG0201  HISTORY     - Date     Condition        Report By
 OG0201  HISTORY     - UNK      MONUMENTED       USLS
 OG0201  HISTORY     - 1942     GOOD             USLS
 OG0201
 OG0201                          STATION DESCRIPTION
 OG0201
 OG0201'DESCRIBED BY US LAKE SURVEY 1942
 OG0201'IN NIAGARA FALLS.
 OG0201'AT NIAGARA FALLS, NIAGARA COUNTY, ON BUFFALO AVENUE JUST EAST OF
 OG0201'PORTAGE ROAD, AT THE ACHESON GRAPHITE CO. PLANT IN 1935, AND AT THE
 OG0201'SOUTHWEST CORNER OF THE OFFICE BUILDING.  THE TOP OF THE CORNER OF
 OG0201'THE BOTTOM STONE OF THE WATER TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1707 ***********************************************************************
 OD1707  DESIGNATION -  AGA 1 SACGS 1973
 OD1707  PID         -  OD1707
 OD1707  STATE/COUNTY-  NY/SARATOGA
 OD1707  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1707
 OD1707                         *CURRENT SURVEY CONTROL
 OD1707  ___________________________________________________________________
 OD1707* NAD 83(1996)-  43 16 07.12065(N)    073 52 42.82443(W)     ADJUSTED  
 OD1707* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 OD1707  ___________________________________________________________________
 OD1707  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 OD1707  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OD1707
 OD1707  HORZ ORDER  -  SECOND
 OD1707
 OD1707.The horizontal coordinates were established by classical geodetic methods
 OD1707.and adjusted by the National Geodetic Survey in January 1999..
 OD1707
 OD1707.The orthometric height was scaled from a topographic map.
 OD1707
 OD1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1707
 OD1707.The geoid height was determined by GEOID03.
 OD1707
 OD1707;                    North         East     Units Scale Factor Converg.
 OD1707;SPC NY E     -   492,701.645   200,446.324   MT  0.99993129   +0 25 33.4
 OD1707;SPC NY E     - 1,616,471.98    657,630.98   sFT  0.99993129   +0 25 33.4
 OD1707;UTM  18      - 4,791,258.528   591,007.665   MT  0.99970188   +0 46 07.4
 OD1707
 OD1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1707!SPC NY E     -   0.99993775  x   0.99993129  =   0.99986904
 OD1707!UTM  18      -   0.99993775  x   0.99970188  =   0.99963965
 OD1707
 OD1707                          SUPERSEDED SURVEY CONTROL
 OD1707
 OD1707  NAD 83(1996)-  43 16 07.12429(N)    073 52 42.82473(W) AD(       ) 2
 OD1707  NAD 83(1992)-  43 16 07.12462(N)    073 52 42.82465(W) AD(       ) 2
 OD1707  NAD 83(1986)-  43 16 07.12516(N)    073 52 42.82441(W) AD(       ) 2
 OD1707  NAD 27      -  43 16 06.86801(N)    073 52 44.37969(W) AD(       ) 2
 OD1707
 OD1707.Superseded values are not recommended for survey control.
 OD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1707.See file dsdata.txt to determine how the superseded data were derived.
 OD1707
 OD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9100891259(NAD 83)
 OD1707_MARKER: DD = SURVEY DISK
 OD1707_SETTING: 0 = UNSPECIFIED SETTING
 OD1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1707
 OD1707  HISTORY     - Date     Condition        Report By
 OD1707  HISTORY     - 1973     MONUMENTED       NY-091
 OD1707
 OD1707                          STATION DESCRIPTION
 OD1707
 OD1707'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1707'STATION AGA SACGS IS ABOUT 4.4 MILES SOUTHEAST OF CONKLINGVILLE, 3.7
 OD1707'MILES SOUTHWEST OF HADLEY AND 2.8 MILES NORTHWEST OF THE VILLAGE
 OD1707'OF CORINTH, IN THE TOWNSHIP OF CORINTH.
 OD1707'
 OD1707'TO REACH STATION AGA SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1707'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1707'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1707'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1707'HIGHWAY 10 (WEST MOUNTAIN ROAD).  CONTINUE WEST ON COUNTY HIGHWAY
 OD1707'10 (WEST MOUNTAIN ROAD) FOR 0.15 MILE TO STATION ON RIGHT.
 OD1707'
 OD1707'TO REACH AZIMUTH MARK, AGA-1 (SACGS), FROM THE STATION,
 OD1707'CONTINUE WEST ON COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR
 OD1707'0.1 MILE TO THE MARK ON THE LEFT.
 OD1707'
 OD1707'AZIMUTH MARK, AGA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1707'COUNTY GEODETIC SURVEY STAMPED AGA-1.  IT IS IMBEDDED IN ROCK
 OD1707'0.6 FOOT BELOW THE GROUND.  IT IS LOCATED 21.2 FEET SOUTH OF
 OD1707'THE CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 60.9
 OD1707'FEET SOUTHWEST OF AN 11-INCH BEECH TREE, 123.5 FEET WEST OF A
 OD1707'TELEPHONE POLE (UNMARKED), 40.0 FEET WEST OF THE CENTERLINE OF
 OD1707'STONE WALL, 24.3 FEET NORTHWEST OF A 16-INCH WHITE PINE TREE
 OD1707'WITH ORANGE PAINT, 17.9 FEET NORTHEAST OF THE EAST RANGE LINE
 OD1707'OF A WHITE WOOD FRAME STRUCTURE ON THE NORTH SIDE OF COUNTY
 OD1707'HIGHWAY 10 (WEST MOUNTAIN ROAD), AND 102.6 FEET SOUTHEAST OF
 OD1707'POLE NM 72/1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1697 ***********************************************************************
 OD1697  DESIGNATION -  AGA 2 SACGS 1973
 OD1697  PID         -  OD1697
 OD1697  STATE/COUNTY-  NY/SARATOGA
 OD1697  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1697
 OD1697                         *CURRENT SURVEY CONTROL
 OD1697  ___________________________________________________________________
 OD1697* NAD 83(1996)-  43 16 08.44118(N)    073 52 26.59917(W)     ADJUSTED  
 OD1697* NAVD 88     -       426.4    (meters)    1399.     (feet)  VERTCON   
 OD1697  ___________________________________________________________________
 OD1697  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 OD1697  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OD1697
 OD1697  HORZ ORDER  -  SECOND
 OD1697
 OD1697.The horizontal coordinates were established by classical geodetic methods
 OD1697.and adjusted by the National Geodetic Survey in January 1999..
 OD1697
 OD1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1697
 OD1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1697
 OD1697.The geoid height was determined by GEOID03.
 OD1697
 OD1697;                    North         East     Units Scale Factor Converg.
 OD1697;SPC NY E     -   492,745.123   200,811.885   MT  0.99993175   +0 25 44.6
 OD1697;SPC NY E     - 1,616,614.62    658,830.33   sFT  0.99993175   +0 25 44.6
 OD1697;UTM  18      - 4,791,304.182   591,372.875   MT  0.99970270   +0 46 18.5
 OD1697
 OD1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1697!SPC NY E     -   0.99993783  x   0.99993175  =   0.99986958
 OD1697!UTM  18      -   0.99993783  x   0.99970270  =   0.99964054
 OD1697
 OD1697                          SUPERSEDED SURVEY CONTROL
 OD1697
 OD1697  NAD 83(1996)-  43 16 08.44479(N)    073 52 26.59947(W) AD(       ) 2
 OD1697  NAD 83(1992)-  43 16 08.44514(N)    073 52 26.59939(W) AD(       ) 2
 OD1697  NAD 83(1986)-  43 16 08.44569(N)    073 52 26.59913(W) AD(       ) 2
 OD1697  NAD 27      -  43 16 08.18835(N)    073 52 28.15559(W) AD(       ) 2
 OD1697  NGVD 29 (07/19/86)  426.5    (m)         1399.     (f) VERT ANG       
 OD1697
 OD1697.Superseded values are not recommended for survey control.
 OD1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1697.See file dsdata.txt to determine how the superseded data were derived.
 OD1697
 OD1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9137391304(NAD 83)
 OD1697_MARKER: DD = SURVEY DISK
 OD1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1697+STABILITY: SURFACE MOTION
 OD1697
 OD1697  HISTORY     - Date     Condition        Report By
 OD1697  HISTORY     - 1973     MONUMENTED       NY-091
 OD1697
 OD1697                          STATION DESCRIPTION
 OD1697
 OD1697'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1697'STATION AGA SACGS IS ABOUT 4.4 MILES SOUTHEAST OF CONKLINGVILLE, 3.7
 OD1697'MILES SOUTHWEST OF HADLEY AND 2.8 MILES NORTHWEST OF THE VILLAGE
 OD1697'OF CORINTH, IN THE TOWNSHIP OF CORINTH.
 OD1697'
 OD1697'TO REACH STATION AGA SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1697'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1697'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1697'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1697'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1697'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 1.85 MILES TO
 OD1697'AZIMUTH MARK AGA-2 (SACGS), ON THE LEFT.
 OD1697'
 OD1697'AZIMUTH MARK, AGA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1697'COUNTY GEODETIC SURVEY STAMPED AGA-2.  IT IS SET IN THE TOP OF A
 OD1697'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 OD1697'ABOVE THE GROUND.  IT IS LOCATED 14.9 FEET SOUTH OF THE
 OD1697'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 81.2
 OD1697'FEET SOUTHWEST OF POLE 60, 18.9 FEET WEST OF A 12-INCH GREY
 OD1697'BIRCH TREE WITH ORANGE BLAZE, 10.1 FEET EAST OF A ROAD SIGN,
 OD1697'58.9 FEET SOUTHEAST OF A ROAD SIGN, AND 68.7 FEET SOUTHEAST OF
 OD1697'AN 11-INCH CHERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1706 ***********************************************************************
 OD1706  DESIGNATION -  AGA SACGS 1973
 OD1706  PID         -  OD1706
 OD1706  STATE/COUNTY-  NY/SARATOGA
 OD1706  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1706
 OD1706                         *CURRENT SURVEY CONTROL
 OD1706  ___________________________________________________________________
 OD1706* NAD 83(1996)-  43 16 09.19832(N)    073 52 36.56374(W)     ADJUSTED  
 OD1706* NAVD 88     -       426.5    (meters)    1399.     (feet)  VERTCON   
 OD1706  ___________________________________________________________________
 OD1706  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 OD1706  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OD1706
 OD1706  HORZ ORDER  -  SECOND
 OD1706
 OD1706.The horizontal coordinates were established by classical geodetic methods
 OD1706.and adjusted by the National Geodetic Survey in January 1999..
 OD1706
 OD1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1706
 OD1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1706
 OD1706.The geoid height was determined by GEOID03.
 OD1706
 OD1706;                    North         East     Units Scale Factor Converg.
 OD1706;SPC NY E     -   492,766.807   200,587.020   MT  0.99993147   +0 25 37.7
 OD1706;SPC NY E     - 1,616,685.77    658,092.58   sFT  0.99993147   +0 25 37.7
 OD1706;UTM  18      - 4,791,324.516   591,147.936   MT  0.99970220   +0 46 11.7
 OD1706
 OD1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1706!SPC NY E     -   0.99993781  x   0.99993147  =   0.99986928
 OD1706!UTM  18      -   0.99993781  x   0.99970220  =   0.99964003
 OD1706
 OD1706:                Primary Azimuth Mark                     Grid Az
 OD1706:SPC NY E     -  GUILES                                   003 36 33.1
 OD1706:UTM  18      -  GUILES                                   003 15 59.1
 OD1706
 OD1706|---------------------------------------------------------------------|
 OD1706| PID    Reference Object                     Distance      Geod. Az  |
 OD1706|                                                           dddmmss.s |
 OD1706| OD1700 GUILES                              488.884 METERS 0040210.8 |
 OD1706| OD1697 AGA 2 SACGS 1973                    225.924 METERS 09556     |
 OD1706| OD1707 AGA 1 SACGS 1973                    155.064 METERS 24535     |
 OD1706|---------------------------------------------------------------------|
 OD1706
 OD1706                          SUPERSEDED SURVEY CONTROL
 OD1706
 OD1706  NAD 83(1996)-  43 16 09.20195(N)    073 52 36.56403(W) AD(       ) 2
 OD1706  NAD 83(1992)-  43 16 09.20229(N)    073 52 36.56395(W) AD(       ) 2
 OD1706  NAD 83(1986)-  43 16 09.20284(N)    073 52 36.56371(W) AD(       ) 2
 OD1706  NAD 27      -  43 16 08.94564(N)    073 52 38.11916(W) AD(       ) 2
 OD1706  NGVD 29 (07/19/86)  426.6    (m)         1400.     (f) VERT ANG       
 OD1706
 OD1706.Superseded values are not recommended for survey control.
 OD1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1706.See file dsdata.txt to determine how the superseded data were derived.
 OD1706
 OD1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9114891325(NAD 83)
 OD1706_MARKER: DD = SURVEY DISK
 OD1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1706+STABILITY: SURFACE MOTION
 OD1706
 OD1706  HISTORY     - Date     Condition        Report By
 OD1706  HISTORY     - 1973     MONUMENTED       NY-091
 OD1706
 OD1706                          STATION DESCRIPTION
 OD1706
 OD1706'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1706'THE STATION IS ABOUT 4.4 MILES SOUTHEAST OF CONKLINGVILLE, 3.7
 OD1706'MILES SOUTHWEST OF HADLEY AND 2.8 MILES NORTHWEST OF THE VILLAGE
 OD1706'OF CORINTH, IN THE TOWNSHIP OF CORINTH.
 OD1706'
 OD1706'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1706'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1706'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1706'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1706'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1706'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 1.85 MILES TO
 OD1706'AZIMUTH MARK AGA-2 (SACGS), ON THE LEFT.  CONTINUE WEST ON
 OD1706'COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR 0.15 MILE TO STATION
 OD1706'ON RIGHT.
 OD1706'
 OD1706'TO REACH AZIMUTH MARK, AGA-1 (SACGS), FROM THE STATION,
 OD1706'CONTINUE WEST ON COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR
 OD1706'0.1 MILE TO THE MARK ON THE LEFT.
 OD1706'
 OD1706'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY
 OD1706'GEODETIC SURVEY STAMPED AGA.  THE SURFACE MARK IS SET IN THE
 OD1706'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 OD1706'WITH THE GROUND.  IT IS LOCATED 17.8 FEET NORTH OF THE
 OD1706'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 23.0 FEET
 OD1706'WEST OF THE CENTERLINE OF MARTIN ROAD (UNPAVED), 103 FEET WEST
 OD1706'OF POWER POLE 64, 63.7 FEET NORTHWEST OF GUILES 1942 AZIMUTH
 OD1706'MARK, 41.0 FEET NORTHEAST OF THE MAILBOX OF FRANK MARTIN 250,
 OD1706'AND 7.8 FEET EAST OF THE EAST RANGE LINE OF THE GARAGE ATTACHED
 OD1706'TO HOUSE 4343 ON THE NORTH SIDE OF COUNTY HIGHWAY 10 (WEST
 OD1706'MOUNTAIN ROAD).
 OD1706'
 OD1706'AZIMUTH MARK, AGA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1706'COUNTY GEODETIC SURVEY STAMPED AGA-1.  IT IS IMBEDDED IN ROCK
 OD1706'0.6 FOOT BELOW THE GROUND.  IT IS LOCATED 21.2 FEET SOUTH OF
 OD1706'THE CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 60.9
 OD1706'FEET SOUTHWEST OF AN 11-INCH BEECH TREE, 123.5 FEET WEST OF A
 OD1706'TELEPHONE POLE (UNMARKED), 40.0 FEET WEST OF THE CENTERLINE OF
 OD1706'STONE WALL, 24.3 FEET NORTHWEST OF A 16-INCH WHITE PINE TREE
 OD1706'WITH ORANGE PAINT, 17.9 FEET NORTHEAST OF THE EAST RANGE LINE
 OD1706'OF A WHITE WOOD FRAME STRUCTURE ON THE NORTH SIDE OF COUNTY
 OD1706'HIGHWAY 10 (WEST MOUNTAIN ROAD), AND 102.6 FEET SOUTHEAST OF
 OD1706'POLE NM 72/1A.
 OD1706'
 OD1706'AZIMUTH MARK, AGA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1706'COUNTY GEODETIC SURVEY STAMPED AGA-2.  IT IS SET IN THE TOP OF A
 OD1706'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 OD1706'ABOVE THE GROUND.  IT IS LOCATED 14.9 FEET SOUTH OF THE
 OD1706'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 81.2
 OD1706'FEET SOUTHWEST OF POLE 60, 18.9 FEET WEST OF A 12-INCH GREY
 OD1706'BIRCH TREE WITH ORANGE BLAZE, 10.1 FEET EAST OF A ROAD SIGN,
 OD1706'58.9 FEET SOUTHEAST OF A ROAD SIGN, AND 68.7 FEET SOUTHEAST OF
 OD1706'AN 11-INCH CHERRY TREE.
 OD1706'
 OD1706'HEIGHT OF LIGHT ABOVE STATION MARK 0.72 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1695 ***********************************************************************
 OD1695  DESIGNATION -  AGB 1 SACGS 1973
 OD1695  PID         -  OD1695
 OD1695  STATE/COUNTY-  NY/SARATOGA
 OD1695  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1695
 OD1695                         *CURRENT SURVEY CONTROL
 OD1695  ___________________________________________________________________
 OD1695* NAD 83(1996)-  43 16 07.66077(N)    073 52 19.66736(W)     ADJUSTED  
 OD1695* NAVD 88     -       419.2    (meters)    1375.     (feet)  VERTCON   
 OD1695  ___________________________________________________________________
 OD1695  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 OD1695  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OD1695
 OD1695  HORZ ORDER  -  SECOND
 OD1695
 OD1695.The horizontal coordinates were established by classical geodetic methods
 OD1695.and adjusted by the National Geodetic Survey in January 1999..
 OD1695
 OD1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1695
 OD1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1695
 OD1695.The geoid height was determined by GEOID03.
 OD1695
 OD1695;                    North         East     Units Scale Factor Converg.
 OD1695;SPC NY E     -   492,722.214   200,968.372   MT  0.99993195   +0 25 49.3
 OD1695;SPC NY E     - 1,616,539.46    659,343.73   sFT  0.99993195   +0 25 49.3
 OD1695;UTM  18      - 4,791,282.214   591,529.460   MT  0.99970305   +0 46 23.2
 OD1695
 OD1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1695!SPC NY E     -   0.99993896  x   0.99993195  =   0.99987091
 OD1695!UTM  18      -   0.99993896  x   0.99970305  =   0.99964202
 OD1695
 OD1695                          SUPERSEDED SURVEY CONTROL
 OD1695
 OD1695  NAD 83(1996)-  43 16 07.66438(N)    073 52 19.66767(W) AD(       ) 2
 OD1695  NAD 83(1992)-  43 16 07.66473(N)    073 52 19.66759(W) AD(       ) 2
 OD1695  NAD 83(1986)-  43 16 07.66529(N)    073 52 19.66730(W) AD(       ) 2
 OD1695  NAD 27      -  43 16 07.40766(N)    073 52 21.22494(W) AD(       ) 2
 OD1695  NGVD 29 (07/19/86)  419.3    (m)         1376.     (f) VERT ANG       
 OD1695
 OD1695.Superseded values are not recommended for survey control.
 OD1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1695.See file dsdata.txt to determine how the superseded data were derived.
 OD1695
 OD1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9152991282(NAD 83)
 OD1695_MARKER: DD = SURVEY DISK
 OD1695_SETTING: 0 = UNSPECIFIED SETTING
 OD1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1695
 OD1695  HISTORY     - Date     Condition        Report By
 OD1695  HISTORY     - 1973     MONUMENTED       NY-091
 OD1695
 OD1695                          STATION DESCRIPTION
 OD1695
 OD1695'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1695'STATION AGB (SACGS) IS LOCATED ABOUT 4.7 MILES SOUTHEAST OF
 OD1695'CONKLINGVILLE, 3.5 MILES SOUTHWEST OF HADLEY AND 2.5 MILES
 OD1695'NORTHWEST OF THE VILLAGE OF CORINTH IN THE TOWNSHIP OF CORINTH.
 OD1695'
 OD1695'TO REACH STATION AGB (SACGS) FROM THE POST OFFICE IN THE VILLAGE OF
 OD1695'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1695'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1695'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1695'HIGHWAY 10 (WEST MOUNTAIN ROAD).
 OD1695'
 OD1695'TO REACH AZIMUTH MARK, AGB-1 (SACGS), FROM THE STATION CONTINUE
 OD1695'NORTHWEST ON COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR 0.10 MILE
 OD1695'TO THE MARK ON THE RIGHT.
 OD1695'
 OD1695'AZIMUTH MARK, AGB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1695'COUNTY GEODETIC SURVEY STAMPED AGB-1.  IT IS IMBEDDED IN ROCK
 OD1695'0.9 FOOT BELOW THE GROUND.  IT IS LOCATED 22.5 FEET EAST OF THE
 OD1695'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 112.1 FEET
 OD1695'EAST OF A 10-INCH MAPLE TREE WITH AN ORANGE BLAZE, 153.3 FEET
 OD1695'SOUTHEAST OF A 25-INCH HEMLOCK TREE, 119.1 FEET SOUTH OF POWER
 OD1695'POLE 78, 4.0 FEET WEST OF THE CENTERLINE OF A STONE WALL, 26.3
 OD1695'FEET NORTH OF A POWER POLE (UNMARKED) WITH A GUY WIRE, AND
 OD1695'137.5 FEET NORTHEAST OF CENTER OF THE FACE OF A HEADWALL ON THE
 OD1695'WEST SIDE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1684 ***********************************************************************
 OD1684  DESIGNATION -  AGB 2 SACGS 1973
 OD1684  PID         -  OD1684
 OD1684  STATE/COUNTY-  NY/SARATOGA
 OD1684  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1684
 OD1684                         *CURRENT SURVEY CONTROL
 OD1684  ___________________________________________________________________
 OD1684* NAD 83(1996)-  43 15 55.64427(N)    073 52 11.29317(W)     ADJUSTED  
 OD1684* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 OD1684  ___________________________________________________________________
 OD1684  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 OD1684  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OD1684
 OD1684  HORZ ORDER  -  SECOND
 OD1684
 OD1684.The horizontal coordinates were established by classical geodetic methods
 OD1684.and adjusted by the National Geodetic Survey in January 1999..
 OD1684
 OD1684.The orthometric height was scaled from a topographic map.
 OD1684
 OD1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1684
 OD1684.The geoid height was determined by GEOID03.
 OD1684
 OD1684;                    North         East     Units Scale Factor Converg.
 OD1684;SPC NY E     -   492,352.835   201,159.998   MT  0.99993219   +0 25 55.0
 OD1684;SPC NY E     - 1,615,327.59    659,972.43   sFT  0.99993219   +0 25 55.0
 OD1684;UTM  18      - 4,790,914.072   591,723.248   MT  0.99970349   +0 46 28.8
 OD1684
 OD1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1684!SPC NY E     -   0.99993948  x   0.99993219  =   0.99987167
 OD1684!UTM  18      -   0.99993948  x   0.99970349  =   0.99964298
 OD1684
 OD1684                          SUPERSEDED SURVEY CONTROL
 OD1684
 OD1684  NAD 83(1996)-  43 15 55.64788(N)    073 52 11.29349(W) AD(       ) 2
 OD1684  NAD 83(1992)-  43 15 55.64823(N)    073 52 11.29341(W) AD(       ) 2
 OD1684  NAD 83(1986)-  43 15 55.64880(N)    073 52 11.29311(W) AD(       ) 2
 OD1684  NAD 27      -  43 15 55.39018(N)    073 52 12.85013(W) AD(       ) 2
 OD1684
 OD1684.Superseded values are not recommended for survey control.
 OD1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1684.See file dsdata.txt to determine how the superseded data were derived.
 OD1684
 OD1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9172390914(NAD 83)
 OD1684_MARKER: DD = SURVEY DISK
 OD1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1684+STABILITY: SURFACE MOTION
 OD1684
 OD1684  HISTORY     - Date     Condition        Report By
 OD1684  HISTORY     - 1973     MONUMENTED       NY-091
 OD1684
 OD1684                          STATION DESCRIPTION
 OD1684
 OD1684'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1684'STATION AGB (SACGS) IS LOCATED ABOUT 4.7 MILES SOUTHEAST OF
 OD1684'CONKLINGVILLE, 3.5 MILES SOUTHWEST OF HADLEY AND 2.5 MILES
 OD1684'NORTHWEST OF THE VILLAGE OF CORINTH IN THE TOWNSHIP OF CORINTH.
 OD1684'
 OD1684'TO REACH STATION AGB (SACGS) FROM THE POST OFFICE IN THE VILLAGE OF
 OD1684'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1684'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1684'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1684'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1684'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 1.45 MILES TO
 OD1684'AZIMUTH MARK, AGB-2 (SACGS), ON THE LEFT.
 OD1684'
 OD1684'AZIMUTH MARK, AGB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1684'COUNTY GEODETIC SURVEY STAMPED AGB-2.  IT IS SET IN THE TOP OF A
 OD1684'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1684'GROUND.  IT IS LOCATED 24.2 FEET WEST OF THE CENTERLINE OF
 OD1684'COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 81.9 FEET WEST OF A
 OD1684'30-INCH WHITE PINE TREE, 54.1 FEET SOUTHEAST OF AN 18-INCH RED
 OD1684'OAK TREE, 43.4 FEET SOUTH OF A POWER POLE, (UNMARKED) AND 156.8
 OD1684'FEET SOUTH OF THE CENTER OF THE FACE OF A HEADWALL ON THE WEST
 OD1684'SIDE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1681 ***********************************************************************
 OD1681  DESIGNATION -  AGB SACGS 1973
 OD1681  PID         -  OD1681
 OD1681  STATE/COUNTY-  NY/SARATOGA
 OD1681  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1681
 OD1681                         *CURRENT SURVEY CONTROL
 OD1681  ___________________________________________________________________
 OD1681* NAD 83(1996)-  43 16 02.55098(N)    073 52 14.36122(W)     ADJUSTED  
 OD1681* NAVD 88     -       416.5    (meters)    1366.     (feet)  VERTCON   
 OD1681  ___________________________________________________________________
 OD1681  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 OD1681  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OD1681
 OD1681  HORZ ORDER  -  SECOND
 OD1681
 OD1681.The horizontal coordinates were established by classical geodetic methods
 OD1681.and adjusted by the National Geodetic Survey in January 1999..
 OD1681
 OD1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1681
 OD1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1681
 OD1681.The geoid height was determined by GEOID03.
 OD1681
 OD1681;                    North         East     Units Scale Factor Converg.
 OD1681;SPC NY E     -   492,565.438   201,089.208   MT  0.99993210   +0 25 52.9
 OD1681;SPC NY E     - 1,616,025.11    659,740.18   sFT  0.99993210   +0 25 52.9
 OD1681;UTM  18      - 4,791,126.200   591,651.204   MT  0.99970333   +0 46 26.8
 OD1681
 OD1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1681!SPC NY E     -   0.99993938  x   0.99993210  =   0.99987148
 OD1681!UTM  18      -   0.99993938  x   0.99970333  =   0.99964273
 OD1681
 OD1681|---------------------------------------------------------------------|
 OD1681| PID    Reference Object                     Distance      Geod. Az  |
 OD1681|                                                           dddmmss.s |
 OD1681| OD1684 AGB 2 SACGS 1973                    224.094 METERS 16201     |
 OD1681| OD1695 AGB 1 SACGS 1973                    197.953 METERS 32248     |
 OD1681| OD1700 GUILES                              APPROX. 0.8 KM 3260340.1 |
 OD1681|---------------------------------------------------------------------|
 OD1681
 OD1681                          SUPERSEDED SURVEY CONTROL
 OD1681
 OD1681  NAD 83(1996)-  43 16 02.55458(N)    073 52 14.36153(W) AD(       ) 2
 OD1681  NAD 83(1992)-  43 16 02.55493(N)    073 52 14.36145(W) AD(       ) 2
 OD1681  NAD 83(1986)-  43 16 02.55549(N)    073 52 14.36116(W) AD(       ) 2
 OD1681  NAD 27      -  43 16 02.29692(N)    073 52 15.91812(W) AD(       ) 2
 OD1681  NGVD 29 (07/19/86)  416.6    (m)         1367.     (f) VERT ANG       
 OD1681
 OD1681.Superseded values are not recommended for survey control.
 OD1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1681.See file dsdata.txt to determine how the superseded data were derived.
 OD1681
 OD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9165191126(NAD 83)
 OD1681_MARKER: DD = SURVEY DISK
 OD1681_SETTING: 0 = UNSPECIFIED SETTING
 OD1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1681
 OD1681  HISTORY     - Date     Condition        Report By
 OD1681  HISTORY     - 1973     MONUMENTED       NY-091
 OD1681
 OD1681                          STATION DESCRIPTION
 OD1681
 OD1681'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1681'THE STATION IS LOCATED ABOUT 4.7 MILES SOUTHEAST OF
 OD1681'CONKLINGVILLE, 3.5 MILES SOUTHWEST OF HADLEY AND 2.5 MILES
 OD1681'NORTHWEST OF THE VILLAGE OF CORINTH IN THE TOWNSHIP OF CORINTH.
 OD1681'
 OD1681'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1681'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1681'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1681'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1681'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1681'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 1.45 MILES TO
 OD1681'AZIMUTH MARK, AGB-2 (SACGS), ON THE LEFT.  CONTINUE ALONG WEST
 OD1681'MOUNTAIN ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 OD1681'
 OD1681'TO REACH AZIMUTH MARK, AGB-1 (SACGS), FROM THE STATION CONTINUE
 OD1681'NORTHWEST ON COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR 0.10 MILE
 OD1681'TO THE MARK ON THE RIGHT.
 OD1681'
 OD1681'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1681'SURVEY STAMPED AGB.  THE SURFACE MARK IS IMBEDDED IN ROCK FLUSH
 OD1681'WITH THE GROUND.  IT IS LOCATED 21.9 FEET EAST OF THE CENTERLINE
 OD1681'OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 124.2 FEET SOUTHEAST
 OD1681'OF THE CENTER OF FACE OF A HEADWALL ON THE WEST SIDE OF COUNTY
 OD1681'HIGHWAY 10 (WEST MOUNTAIN ROAD), 118.4 FEET SOUTHEAST OF THE
 OD1681'CENTER OF FACE OF A HEADWALL ON THE EAST SIDE OF COUNTY HIGHWAY
 OD1681'10 (WEST MOUNTAIN ROAD), 13.0 FEET WEST OF A 7-INCH HEMLOCK
 OD1681'TREE, AND 71.5 FEET NORTHWEST OF TWIN 18-INCH RED OAK TREES.
 OD1681'
 OD1681'AZIMUTH MARK, AGB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1681'COUNTY GEODETIC SURVEY STAMPED AGB-1.  IT IS IMBEDDED IN ROCK
 OD1681'0.9 FOOT BELOW THE GROUND.  IT IS LOCATED 22.5 FEET EAST OF THE
 OD1681'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 112.1 FEET
 OD1681'EAST OF A 10-INCH MAPLE TREE WITH AN ORANGE BLAZE, 153.3 FEET
 OD1681'SOUTHEAST OF A 25-INCH HEMLOCK TREE, 119.1 FEET SOUTH OF POWER
 OD1681'POLE 78, 4.0 FEET WEST OF THE CENTERLINE OF A STONE WALL, 26.3
 OD1681'FEET NORTH OF A POWER POLE (UNMARKED) WITH A GUY WIRE, AND
 OD1681'137.5 FEET NORTHEAST OF CENTER OF THE FACE OF A HEADWALL ON THE
 OD1681'WEST SIDE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD).
 OD1681'
 OD1681'AZIMUTH MARK, AGB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1681'COUNTY GEODETIC SURVEY STAMPED AGB-2.  IT IS SET IN THE TOP OF A
 OD1681'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1681'GROUND.  IT IS LOCATED 24.2 FEET WEST OF THE CENTERLINE OF
 OD1681'COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 81.9 FEET WEST OF A
 OD1681'30-INCH WHITE PINE TREE, 54.1 FEET SOUTHEAST OF AN 18-INCH RED
 OD1681'OAK TREE, 43.4 FEET SOUTH OF A POWER POLE, (UNMARKED) AND 156.8
 OD1681'FEET SOUTH OF THE CENTER OF THE FACE OF A HEADWALL ON THE WEST
 OD1681'SIDE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD).
 OD1681'
 OD1681'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1711 ***********************************************************************
 OD1711  DESIGNATION -  AGC 1 SACGS 1973
 OD1711  PID         -  OD1711
 OD1711  STATE/COUNTY-  NY/SARATOGA
 OD1711  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1711
 OD1711                         *CURRENT SURVEY CONTROL
 OD1711  ___________________________________________________________________
 OD1711* NAD 83(1996)-  43 15 47.76669(N)    073 53 24.29623(W)     ADJUSTED  
 OD1711* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 OD1711  ___________________________________________________________________
 OD1711  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 OD1711  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OD1711
 OD1711  HORZ ORDER  -  SECOND
 OD1711
 OD1711.The horizontal coordinates were established by classical geodetic methods
 OD1711.and adjusted by the National Geodetic Survey in January 1999..
 OD1711
 OD1711.The orthometric height was scaled from a topographic map.
 OD1711
 OD1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1711
 OD1711.The geoid height was determined by GEOID03.
 OD1711
 OD1711;                    North         East     Units Scale Factor Converg.
 OD1711;SPC NY E     -   492,097.541   199,515.527   MT  0.99993015   +0 25 04.9
 OD1711;SPC NY E     - 1,614,490.02    654,577.19   sFT  0.99993015   +0 25 04.9
 OD1711;UTM  18      - 4,790,649.007   590,080.711   MT  0.99969982   +0 45 38.6
 OD1711
 OD1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1711!SPC NY E     -   0.99993900  x   0.99993015  =   0.99986915
 OD1711!UTM  18      -   0.99993900  x   0.99969982  =   0.99963884
 OD1711
 OD1711                          SUPERSEDED SURVEY CONTROL
 OD1711
 OD1711  NAD 83(1996)-  43 15 47.77037(N)    073 53 24.29657(W) AD(       ) 2
 OD1711  NAD 83(1992)-  43 15 47.77066(N)    073 53 24.29647(W) AD(       ) 2
 OD1711  NAD 83(1986)-  43 15 47.77124(N)    073 53 24.29615(W) AD(       ) 2
 OD1711  NAD 27      -  43 15 47.51132(N)    073 53 25.85004(W) AD(       ) 2
 OD1711
 OD1711.Superseded values are not recommended for survey control.
 OD1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1711.See file dsdata.txt to determine how the superseded data were derived.
 OD1711
 OD1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9008190649(NAD 83)
 OD1711_MARKER: DD = SURVEY DISK
 OD1711_SETTING: 0 = UNSPECIFIED SETTING
 OD1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1711
 OD1711  HISTORY     - Date     Condition        Report By
 OD1711  HISTORY     - 1973     MONUMENTED       NY-091
 OD1711
 OD1711                          STATION DESCRIPTION
 OD1711
 OD1711'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1711'STATION AGC (SACGS) IS ABOUT 4.5 MILES SOUTHEAST OF CONKLINGVILLE, 4.5
 OD1711'MILES SOUTHWEST OF HADLEY, AND 3.0 MILES NORTHWEST OF THE
 OD1711'VILLAGE OF CORINTH IN THE TOWNSHIP OF CORINTH.
 OD1711'
 OD1711'TO REACH STATION AGC (SACGS) FROM THE POST OFFICE IN THE VILLAGE OF
 OD1711'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1711'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1711'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1711'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY 10
 OD1711'(WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 2.75 MILES TO THE
 OD1711'INTERSECTION OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) AND
 OD1711'STEWART DAM ROAD.  TURN LEFT ON HUNT LAKE ROAD AND GO SOUTH
 OD1711'0.10 MILE TO THE T-ROAD INTERSECTION.  CONTINUE SOUTH ON RAISIG
 OD1711'ROAD FOR 0.2 MILE TO AZIMUTH MARKS, AGC-1 (SACGS) ON THE RIGHT.
 OD1711'
 OD1711'AZIMUTH MARK, AGC-1 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1711'COUNTY GEODETIC SURVEY STAMPED AGC-1.  IT IS IMBEDDED IN ROCK
 OD1711'1.2 FEET BELOW THE GROUND.  IT IS LOCATED 8.3 FEET WEST OF THE
 OD1711'CENTERLINE OF RAISIG ROAD, 28.7 FEET NORTHWEST OF A 10-INCH
 OD1711'CHERRY TREE, 45.7 FEET NORTH EAST OF 32-INCH DOUBLE MAPLE
 OD1711'TREES, 14.2 FEET EAST OF A 14-INCH MAPLE TREE, 33.1 FEET
 OD1711'SOUTHEAST OF A 6-INCH WHITE BIRCH TREE, AND 29.5 FEET SOUTHWEST
 OD1711'OF 8-INCH DOUBLE WHITE BIRCH TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1717 ***********************************************************************
 OD1717  DESIGNATION -  AGC 2 SACGS 1973
 OD1717  PID         -  OD1717
 OD1717  STATE/COUNTY-  NY/SARATOGA
 OD1717  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1717
 OD1717                         *CURRENT SURVEY CONTROL
 OD1717  ___________________________________________________________________
 OD1717* NAD 83(1996)-  43 15 47.68206(N)    073 53 22.69804(W)     ADJUSTED  
 OD1717* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 OD1717  ___________________________________________________________________
 OD1717  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 OD1717  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OD1717
 OD1717  HORZ ORDER  -  SECOND
 OD1717
 OD1717.The horizontal coordinates were established by classical geodetic methods
 OD1717.and adjusted by the National Geodetic Survey in January 1999..
 OD1717
 OD1717.The orthometric height was scaled from a topographic map.
 OD1717
 OD1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1717
 OD1717.The geoid height was determined by GEOID03.
 OD1717
 OD1717;                    North         East     Units Scale Factor Converg.
 OD1717;SPC NY E     -   492,095.192   199,551.587   MT  0.99993019   +0 25 06.0
 OD1717;SPC NY E     - 1,614,482.31    654,695.50   sFT  0.99993019   +0 25 06.0
 OD1717;UTM  18      - 4,790,646.875   590,116.776   MT  0.99969990   +0 45 39.7
 OD1717
 OD1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1717!SPC NY E     -   0.99993900  x   0.99993019  =   0.99986919
 OD1717!UTM  18      -   0.99993900  x   0.99969990  =   0.99963892
 OD1717
 OD1717                          SUPERSEDED SURVEY CONTROL
 OD1717
 OD1717  NAD 83(1996)-  43 15 47.68573(N)    073 53 22.69838(W) AD(       ) 2
 OD1717  NAD 83(1992)-  43 15 47.68603(N)    073 53 22.69828(W) AD(       ) 2
 OD1717  NAD 83(1986)-  43 15 47.68661(N)    073 53 22.69797(W) AD(       ) 2
 OD1717  NAD 27      -  43 15 47.42669(N)    073 53 24.25191(W) AD(       ) 2
 OD1717
 OD1717.Superseded values are not recommended for survey control.
 OD1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1717.See file dsdata.txt to determine how the superseded data were derived.
 OD1717
 OD1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9011790647(NAD 83)
 OD1717_MARKER: DD = SURVEY DISK
 OD1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1717+STABILITY: SURFACE MOTION
 OD1717
 OD1717  HISTORY     - Date     Condition        Report By
 OD1717  HISTORY     - 1973     MONUMENTED       NY-091
 OD1717
 OD1717                          STATION DESCRIPTION
 OD1717
 OD1717'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1717'STATION AGC SACGS IS ABOUT 4.5 MILES SOUTHEAST OF CONKLINGVILLE, 4.5
 OD1717'MILES SOUTHWEST OF HADLEY, AND 3.0 MILES NORTHWEST OF THE
 OD1717'VILLAGE OF CORINTH IN THE TOWNSHIP OF CORINTH.
 OD1717'
 OD1717'TO REACH STATION AGC SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1717'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1717'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1717'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1717'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY 10
 OD1717'(WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 2.75 MILES TO THE
 OD1717'INTERSECTION OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) AND
 OD1717'STEWART DAM ROAD.  TURN LEFT ON HUNT LAKE ROAD AND GO SOUTH
 OD1717'0.10 MILE TO THE T-ROAD INTERSECTION.  CONTINUE SOUTH ON RAISIG
 OD1717'ROAD FOR 0.2 MILE TO AZIMUTH MARKS, AGC-1 (SACGS) ON THE
 OD1717'RIGHT, AND AGC-2 (SACGS), APPROXIMATELY 110 FEET ON THE LEFT.
 OD1717'
 OD1717'AZIMUTH MARK, AGC-2 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1717'COUNTY GEODETIC SURVEY STAMPED AGC-2.  IT IS SET IN THE TOP OF A
 OD1717'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1717'GROUND.  IT IS LOCATED ON THE CENTERLINE OF POWER LINES, 111
 OD1717'FEET EAST OF THE CENTERLINE OF RAISIG ROAD, 59.7 FEET EAST OF
 OD1717'THE CENTERLINE OF THE TELEPHONE LINES, 96.9 FEET SOUTHEAST OF
 OD1717'8-INCH DOUBLE WHITE BIRCH TREES, 119.1 FEET SOUTHEAST OF A
 OD1717'TELEPHONE POLE (UNMARKED), 57.5 FEET SOUTH OF POWER POLE 939,
 OD1717'94.5 FEET NORTHEAST OF A 15-INCH MAPLE TREE, AND 94.2 FEET
 OD1717'NORTHEAST OF AN 18-INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1716 ***********************************************************************
 OD1716  DESIGNATION -  AGC SACGS 1973
 OD1716  PID         -  OD1716
 OD1716  STATE/COUNTY-  NY/SARATOGA
 OD1716  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1716
 OD1716                         *CURRENT SURVEY CONTROL
 OD1716  ___________________________________________________________________
 OD1716* NAD 83(1996)-  43 15 42.32065(N)    073 53 22.88158(W)     ADJUSTED  
 OD1716* NAVD 88     -       419.6    (meters)    1377.     (feet)  VERTCON   
 OD1716  ___________________________________________________________________
 OD1716  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 OD1716  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OD1716
 OD1716  HORZ ORDER  -  SECOND
 OD1716
 OD1716.The horizontal coordinates were established by classical geodetic methods
 OD1716.and adjusted by the National Geodetic Survey in January 1999..
 OD1716
 OD1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1716
 OD1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1716
 OD1716.The geoid height was determined by GEOID03.
 OD1716
 OD1716;                    North         East     Units Scale Factor Converg.
 OD1716;SPC NY E     -   491,929.722   199,548.656   MT  0.99993019   +0 25 05.8
 OD1716;SPC NY E     - 1,613,939.43    654,685.88   sFT  0.99993019   +0 25 05.8
 OD1716;UTM  18      - 4,790,481.429   590,114.835   MT  0.99969989   +0 45 39.5
 OD1716
 OD1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1716!SPC NY E     -   0.99993889  x   0.99993019  =   0.99986908
 OD1716!UTM  18      -   0.99993889  x   0.99969989  =   0.99963880
 OD1716
 OD1716|---------------------------------------------------------------------|
 OD1716| PID    Reference Object                     Distance      Geod. Az  |
 OD1716|                                                           dddmmss.s |
 OD1716| OD1717 AGC 2 SACGS 1973                    165.508 METERS 00126     |
 OD1716| OD1700 GUILES                              APPROX. 1.7 KM 0391908.2 |
 OD1716| OD1711 AGC 1 SACGS 1973                    171.069 METERS 34915     |
 OD1716| OD1715 AGC A SACGS 1973                     15.464 METERS 35313     |
 OD1716|---------------------------------------------------------------------|
 OD1716
 OD1716                          SUPERSEDED SURVEY CONTROL
 OD1716
 OD1716  NAD 83(1996)-  43 15 42.32432(N)    073 53 22.88193(W) AD(       ) 2
 OD1716  NAD 83(1992)-  43 15 42.32463(N)    073 53 22.88183(W) AD(       ) 2
 OD1716  NAD 83(1986)-  43 15 42.32521(N)    073 53 22.88150(W) AD(       ) 2
 OD1716  NAD 27      -  43 15 42.06525(N)    073 53 24.43543(W) AD(       ) 2
 OD1716  NGVD 29 (07/19/86)  419.7    (m)         1377.     (f) VERT ANG       
 OD1716
 OD1716.Superseded values are not recommended for survey control.
 OD1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1716.See file dsdata.txt to determine how the superseded data were derived.
 OD1716
 OD1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9011590481(NAD 83)
 OD1716_MARKER: DD = SURVEY DISK
 OD1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1716+STABILITY: SURFACE MOTION
 OD1716
 OD1716  HISTORY     - Date     Condition        Report By
 OD1716  HISTORY     - 1973     MONUMENTED       NY-091
 OD1716
 OD1716                          STATION DESCRIPTION
 OD1716
 OD1716'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1716'THE STATION IS ABOUT 4.5 MILES SOUTHEAST OF CONKLINGVILLE, 4.5
 OD1716'MILES SOUTHWEST OF HADLEY, AND 3.0 MILES NORTHWEST OF THE
 OD1716'VILLAGE OF CORINTH IN THE TOWNSHIP OF CORINTH.
 OD1716'
 OD1716'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1716'CORINTH, GO SOUTHWEST ON STATE HIGHWAY 9N FOR 0.15 MILE TO
 OD1716'Y-ROAD INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND
 OD1716'GO NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1716'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY 10
 OD1716'(WEST MOUNTAIN ROAD) AND GO NORTHWEST FOR 2.75 MILES TO THE
 OD1716'INTERSECTION OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) AND
 OD1716'STEWART DAM ROAD.  TURN LEFT ON HUNT LAKE ROAD AND GO SOUTH
 OD1716'0.10 MILE TO THE T-ROAD INTERSECTION.  CONTINUE SOUTH ON RAISIG
 OD1716'ROAD FOR 0.2 MILE TO AZIMUTH MARKS, AGC-1 (SACGS) ON THE
 OD1716'RIGHT, AND AGC-2 (SACGS), APPROXIMATELY 110 FEET ON THE LEFT.
 OD1716'CONTINUE SOUTH ON RAISIG ROAD FOR 0.1 MILE TO THE STATION
 OD1716'ON THE RIGHT.
 OD1716'
 OD1716'STATION MARKS ARE STANDARD DISKS OF THE SARATOGA COUNTY
 OD1716'GEODETIC SURVEY STAMPED AGC.  THE SURFACE MARK IS SET IN THE TOP
 OD1716'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OD1716'GROUND.  IT IS LOCATED 13.2 FEET WEST OF THE CENTERLINE OF
 OD1716'RAISIG ROAD, 25.6 FEET NORTH OF THE SOUTH RANGE LINE OF NEVARA
 OD1716'LODGE (HOUSE 10267), 16.1 FEET SOUTHEAST OF A 38-INCH SUGAR
 OD1716'MAPLE TREE, 59.4 FEET SOUTHEAST OF A 54-INCH SUGAR MAPLE TREE,
 OD1716'49.8 FEET SOUTH OF THE NORTH RANGE LINE OF NEVARA LODGE,
 OD1716'91.1 FEET SOUTHEAST OF POWER POLE NYP 64/3, L1202/9 AND 3.1
 OD1716'FEET EAST OF THE CENTERLINE OF A STONE RETAINING WALL.  THE
 OD1716'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1716'CONCRETE 48-INCHES BELOW THE SURFACE.
 OD1716'
 OD1716'AZIMUTH MARK, AGC-1 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1716'COUNTY GEODETIC SURVEY STAMPED AGC-1.  IT IS IMBEDDED IN ROCK
 OD1716'1.2 FEET BELOW THE GROUND.  IT IS LOCATED 8.3 FEET WEST OF THE
 OD1716'CENTERLINE OF RAISIG ROAD, 28.7 FEET NORTHWEST OF A 10-INCH
 OD1716'CHERRY TREE, 45.7 FEET NORTH EAST OF 32-INCH DOUBLE MAPLE
 OD1716'TREES, 14.2 FEET EAST OF A 14-INCH MAPLE TREE, 33.1 FEET
 OD1716'SOUTHEAST OF A 6-INCH WHITE BIRCH TREE, AND 29.5 FEET SOUTHWEST
 OD1716'OF 8-INCH DOUBLE WHITE BIRCH TREES.
 OD1716'
 OD1716'AZIMUTH MARK, AGC-2 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1716'COUNTY GEODETIC SURVEY STAMPED AGC-2.  IT IS SET IN THE TOP OF A
 OD1716'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1716'GROUND.  IT IS LOCATED ON THE CENTERLINE OF POWER LINES, 111
 OD1716'FEET EAST OF THE CENTERLINE OF RAISIG ROAD, 59.7 FEET EAST OF
 OD1716'THE CENTERLINE OF THE TELEPHONE LINES, 96.9 FEET SOUTHEAST OF
 OD1716'8-INCH DOUBLE WHITE BIRCH TREES, 119.1 FEET SOUTHEAST OF A
 OD1716'TELEPHONE POLE (UNMARKED), 57.5 FEET SOUTH OF POWER POLE 939,
 OD1716'94.5 FEET NORTHEAST OF A 15-INCH MAPLE TREE, AND 94.2 FEET
 OD1716'NORTHEAST OF AN 18-INCH MAPLE TREE.
 OD1716'
 OD1716'HEIGHT OF LIGHT ABOVE STATION MARK 0.97 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1624 ***********************************************************************
 PH1624  DESIGNATION -  AGNES
 PH1624  PID         -  PH1624
 PH1624  STATE/COUNTY-  NY/FRANKLIN
 PH1624  USGS QUAD   -  FT COVINGTON (1993)
 PH1624
 PH1624                         *CURRENT SURVEY CONTROL
 PH1624  ___________________________________________________________________
 PH1624* NAD 83(1996)-  44 59 58.77158(N)    074 25 29.61076(W)     ADJUSTED  
 PH1624* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 PH1624  ___________________________________________________________________
 PH1624  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 PH1624  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 PH1624
 PH1624  HORZ ORDER  -  SECOND
 PH1624
 PH1624.The horizontal coordinates were established by classical geodetic methods
 PH1624.and adjusted by the National Geodetic Survey in January 1999..
 PH1624
 PH1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1624
 PH1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1624
 PH1624.The geoid height was determined by GEOID03.
 PH1624
 PH1624;                    North         East     Units Scale Factor Converg.
 PH1624;SPC NY E     -   684,839.041   155,921.481   MT  0.99990043   +0 03 11.2
 PH1624;SPC NY E     - 2,246,842.75    511,552.39   sFT  0.99990043   +0 03 11.2
 PH1624;UTM  18      - 4,983,073.354   545,327.587   MT  0.99962526   +0 24 24.0
 PH1624
 PH1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1624!SPC NY E     -   0.99999483  x   0.99990043  =   0.99989526
 PH1624!UTM  18      -   0.99999483  x   0.99962526  =   0.99962009
 PH1624
 PH1624:                Primary Azimuth Mark                     Grid Az
 PH1624:SPC NY E     -  CASTOR                                   045 47 32.6
 PH1624:UTM  18      -  CASTOR                                   045 26 19.8
 PH1624
 PH1624|---------------------------------------------------------------------|
 PH1624| PID    Reference Object                     Distance      Geod. Az  |
 PH1624|                                                           dddmmss.s |
 PH1624| PH2255 CASTOR                              APPROX. 6.3 KM 0455043.8 |
 PH1624| PH1623 MONUMENT 746                        457.608 METERS 1602530.3 |
 PH1624|---------------------------------------------------------------------|
 PH1624
 PH1624                          SUPERSEDED SURVEY CONTROL
 PH1624
 PH1624  NAD 83(1986)-  44 59 58.76880(N)    074 25 29.61879(W) AD(       ) 2
 PH1624  NAD 27      -  44 59 58.62322(N)    074 25 30.91548(W) AD(       ) 2
 PH1624  NGVD 29 (07/19/86)   63.     (m)          207.     (f) VERT ANG       
 PH1624
 PH1624.Superseded values are not recommended for survey control.
 PH1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1624.See file dsdata.txt to determine how the superseded data were derived.
 PH1624
 PH1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ4532883073(NAD 83)
 PH1624_MARKER: DD = SURVEY DISK
 PH1624_SETTING: 80 = SET IN A BOULDER
 PH1624_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PH1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1624+STABILITY: SURFACE MOTION
 PH1624
 PH1624  HISTORY     - Date     Condition        Report By
 PH1624  HISTORY     - 1975     MONUMENTED       IBC
 PH1624
 PH1624                          STATION DESCRIPTION
 PH1624
 PH1624'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1624'IN DUNDEE TOWNSHIP ON THE PROPERTY OF MR JHA QUENVILLE.  TO
 PH1624'REACH THE STATION FROM THE INTERSECTION IN ST-AGNES-DE-DUNDEE TAKE
 PH1624'THE SOUTHWEST ROAD (SODOM ROAD) AND DRIVE FOR 1.40 MILES (2.25 KM)
 PH1624'TO A SHARP CURVE.  THE STATION MARK IS IN THE ROCK FENCE ALONG
 PH1624'THE FIELD ON THE SOUTH SIDE OF THE ROAD BEFORE THE CURVE.
 PH1624'
 PH1624'STATION MARK--AN IBC TABLET CEMENTED IN A BOULDER.
 PH1624'THERE ARE TWO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1720 ***********************************************************************
 OD1720  DESIGNATION -  AHA 1 SACGS 1973
 OD1720  PID         -  OD1720
 OD1720  STATE/COUNTY-  NY/SARATOGA
 OD1720  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1720
 OD1720                         *CURRENT SURVEY CONTROL
 OD1720  ___________________________________________________________________
 OD1720* NAD 83(1996)-  43 15 50.81828(N)    073 57 49.91120(W)     ADJUSTED  
 OD1720* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 OD1720  ___________________________________________________________________
 OD1720  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OD1720  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD1720
 OD1720  HORZ ORDER  -  SECOND
 OD1720
 OD1720.The horizontal coordinates were established by classical geodetic methods
 OD1720.and adjusted by the National Geodetic Survey in January 1999..
 OD1720
 OD1720.The orthometric height was scaled from a topographic map.
 OD1720
 OD1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1720
 OD1720.The geoid height was determined by GEOID03.
 OD1720
 OD1720;                    North         East     Units Scale Factor Converg.
 OD1720;SPC NY E     -   492,150.647   193,525.003   MT  0.99992330   +0 22 02.8
 OD1720;SPC NY E     - 1,614,664.25    634,923.28   sFT  0.99992330   +0 22 02.8
 OD1720;UTM  18      - 4,790,666.276   584,091.374   MT  0.99968699   +0 42 36.6
 OD1720
 OD1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1720!SPC NY E     -   0.99994902  x   0.99992330  =   0.99987232
 OD1720!UTM  18      -   0.99994902  x   0.99968699  =   0.99963602
 OD1720
 OD1720                          SUPERSEDED SURVEY CONTROL
 OD1720
 OD1720  NAD 83(1996)-  43 15 50.82222(N)    073 57 49.91156(W) AD(       ) 2
 OD1720  NAD 83(1992)-  43 15 50.82243(N)    073 57 49.91149(W) AD(       ) 2
 OD1720  NAD 83(1986)-  43 15 50.82271(N)    073 57 49.91128(W) AD(       ) 2
 OD1720  NAD 27      -  43 15 50.56258(N)    073 57 51.45648(W) AD(       ) 2
 OD1720
 OD1720.Superseded values are not recommended for survey control.
 OD1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1720.See file dsdata.txt to determine how the superseded data were derived.
 OD1720
 OD1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8409190666(NAD 83)
 OD1720_MARKER: DD = SURVEY DISK
 OD1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1720+STABILITY: SURFACE MOTION
 OD1720
 OD1720  HISTORY     - Date     Condition        Report By
 OD1720  HISTORY     - 1973     MONUMENTED       NY-091
 OD1720
 OD1720                          STATION DESCRIPTION
 OD1720
 OD1720'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1720'STATION AHA SACGS IS ABOUT 7.0 MILES WEST OF THE VILLAGE OF CORINTH,
 OD1720'7.0 MILES NORTHEAST OF BATCHELLERVILLE.  AND ABOUT 4.0 MILES
 OD1720'SOUTHWEST OF CONKLINGVILLE IN THE TOWNSHIP OF CORINTH.
 OD1720'
 OD1720'TO REACH STATION AHA SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1720'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO Y-ROAD
 OD1720'INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND GO
 OD1720'NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1720'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1720'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST AND WEST FOR 6.20 MILES
 OD1720'TO THE Y-ROAD INTERSECTION OF DAVIGNON ROAD ON LEFT.  TURN LEFT
 OD1720'AND GO SOUTHWEST ON DAVIGNON ROAD FOR 0.65 MILE TO AZIMUTH
 OD1720'MARK, AHA-1 (SACGS), ON THE SOUTHWEST CORNER OF THE
 OD1720'INTERSECTION OF DAVIGNON ROAD AND THE ENTRANCE TO CAMP CHERITH.
 OD1720'
 OD1720'AZIMUTH MARK, AHA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1720'COUNTY GEODETIC SURVEY STAMPED AHA-1.  IT IS SET IN THE TOP OF
 OD1720'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1720'GROUND.  IT IS LOCATED 14 FEET SOUTH OF THE CENTERLINE OF THE
 OD1720'ENTRANCE ROAD TO CAMP CHERITH, 30 FEET WEST OF THE CENTERLINE OF
 OD1720'DAVIGNON ROAD, 25.6 FEET SOUTH OF AN 8-INCH WHITE PINE TREE,
 OD1720'69.4 FEET SOUTHWEST OF A 30-INCH WHITE PINE TREE, AND 50.6 FEET
 OD1720'NORTHWEST OF AN 18-INCH SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1718 ***********************************************************************
 OD1718  DESIGNATION -  AHA 2 SACGS 1973
 OD1718  PID         -  OD1718
 OD1718  STATE/COUNTY-  NY/SARATOGA
 OD1718  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1718
 OD1718                         *CURRENT SURVEY CONTROL
 OD1718  ___________________________________________________________________
 OD1718* NAD 83(1996)-  43 15 44.03961(N)    073 57 50.24390(W)     ADJUSTED  
 OD1718* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 OD1718  ___________________________________________________________________
 OD1718  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OD1718  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD1718
 OD1718  HORZ ORDER  -  SECOND
 OD1718
 OD1718.The horizontal coordinates were established by classical geodetic methods
 OD1718.and adjusted by the National Geodetic Survey in January 1999..
 OD1718
 OD1718.The orthometric height was scaled from a topographic map.
 OD1718
 OD1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1718
 OD1718.The geoid height was determined by GEOID03.
 OD1718
 OD1718;                    North         East     Units Scale Factor Converg.
 OD1718;SPC NY E     -   491,941.426   193,518.841   MT  0.99992329   +0 22 02.6
 OD1718;SPC NY E     - 1,613,977.83    634,903.06   sFT  0.99992329   +0 22 02.6
 OD1718;UTM  18      - 4,790,457.071   584,086.465   MT  0.99968698   +0 42 36.3
 OD1718
 OD1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1718!SPC NY E     -   0.99994902  x   0.99992329  =   0.99987231
 OD1718!UTM  18      -   0.99994902  x   0.99968698  =   0.99963601
 OD1718
 OD1718                          SUPERSEDED SURVEY CONTROL
 OD1718
 OD1718  NAD 83(1996)-  43 15 44.04355(N)    073 57 50.24428(W) AD(       ) 2
 OD1718  NAD 83(1992)-  43 15 44.04373(N)    073 57 50.24420(W) AD(       ) 2
 OD1718  NAD 83(1986)-  43 15 44.04402(N)    073 57 50.24400(W) AD(       ) 2
 OD1718  NAD 27      -  43 15 43.78384(N)    073 57 51.78916(W) AD(       ) 2
 OD1718
 OD1718.Superseded values are not recommended for survey control.
 OD1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1718.See file dsdata.txt to determine how the superseded data were derived.
 OD1718
 OD1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8408690457(NAD 83)
 OD1718_MARKER: DD = SURVEY DISK
 OD1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1718+STABILITY: SURFACE MOTION
 OD1718
 OD1718  HISTORY     - Date     Condition        Report By
 OD1718  HISTORY     - 1973     MONUMENTED       NY-091
 OD1718
 OD1718                          STATION DESCRIPTION
 OD1718
 OD1718'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1718'STATION AHA SACGS IS ABOUT 7.0 MILES WEST OF THE VILLAGE OF CORINTH,
 OD1718'7.0 MILES NORTHEAST OF BATCHELLERVILLE.  AND ABOUT 4.0 MILES
 OD1718'SOUTHWEST OF CONKLINGVILLE IN THE TOWNSHIP OF CORINTH.
 OD1718'
 OD1718'TO REACH STATION AHA SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1718'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO Y-ROAD
 OD1718'INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND GO
 OD1718'NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1718'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1718'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST AND WEST FOR 6.20 MILES
 OD1718'TO THE Y-ROAD INTERSECTION OF DAVIGNON ROAD ON LEFT.  CONTINUE SOUTH
 OD1718'ON DAVIGNON ROAD FOR 340 FEET TO THE STATION ON RIGHT.
 OD1718'
 OD1718'TO REACH AZIMUTH MARK, AHA-2 (SACGS), CONTINUE SOUTH ON
 OD1718'DAVIGNON ROAD FOR 323 FEET TO MARK ON LEFT.
 OD1718'
 OD1718'AZIMUTH MARK AHA-2 (SACGS) IS A STANDARD DISK OF SARATOGA
 OD1718'COUNTY GEODETIC SURVEY STAMPED AHA-2.  IT IS SET IN THE TOP OF A
 OD1718'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1718'ABOVE THE GROUND.  IT IS LOCATED 11.7 FEET EAST OF THE
 OD1718'CENTERLINE OF DAVIGNON ROAD, 33.0 FEET NORTHEAST OF AN 18-INCH
 OD1718'HORNBEAM TREE, AND 17.9 FEET NORTHWEST OF AN 8-INCH HEMLOCK
 OD1718'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1703 ***********************************************************************
 OD1703  DESIGNATION -  AHA SACGS 1973
 OD1703  PID         -  OD1703
 OD1703  STATE/COUNTY-  NY/SARATOGA
 OD1703  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1703
 OD1703                         *CURRENT SURVEY CONTROL
 OD1703  ___________________________________________________________________
 OD1703* NAD 83(1996)-  43 15 47.35551(N)    073 57 50.45671(W)     ADJUSTED  
 OD1703* NAVD 88     -       354.6    (meters)    1163.     (feet)  VERTCON   
 OD1703  ___________________________________________________________________
 OD1703  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OD1703  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD1703
 OD1703  HORZ ORDER  -  SECOND
 OD1703
 OD1703.The horizontal coordinates were established by classical geodetic methods
 OD1703.and adjusted by the National Geodetic Survey in January 1999..
 OD1703
 OD1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1703
 OD1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1703
 OD1703.The geoid height was determined by GEOID03.
 OD1703
 OD1703;                    North         East     Units Scale Factor Converg.
 OD1703;SPC NY E     -   492,043.716   193,513.386   MT  0.99992328   +0 22 02.4
 OD1703;SPC NY E     - 1,614,313.42    634,885.17   sFT  0.99992328   +0 22 02.4
 OD1703;UTM  18      - 4,790,559.302   584,080.400   MT  0.99968696   +0 42 36.2
 OD1703
 OD1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1703!SPC NY E     -   0.99994906  x   0.99992328  =   0.99987235
 OD1703!UTM  18      -   0.99994906  x   0.99968696  =   0.99963604
 OD1703
 OD1703|---------------------------------------------------------------------|
 OD1703| PID    Reference Object                     Distance      Geod. Az  |
 OD1703|                                                           dddmmss.s |
 OD1703| OD1720 AHA 1 SACGS 1973                    107.569 METERS 00634     |
 OD1703| OD1719 AHA A SACGS 1973                     19.514 METERS 01826     |
 OD1703| OD1718 AHA 2 SACGS 1973                    102.443 METERS 17719     |
 OD1703| OD1699 EFNER                               496.138 METERS 3332529.1 |
 OD1703|---------------------------------------------------------------------|
 OD1703
 OD1703                          SUPERSEDED SURVEY CONTROL
 OD1703
 OD1703  NAD 83(1996)-  43 15 47.35945(N)    073 57 50.45708(W) AD(       ) 2
 OD1703  NAD 83(1992)-  43 15 47.35965(N)    073 57 50.45701(W) AD(       ) 2
 OD1703  NAD 83(1986)-  43 15 47.35993(N)    073 57 50.45680(W) AD(       ) 2
 OD1703  NAD 27      -  43 15 47.09978(N)    073 57 52.00197(W) AD(       ) 2
 OD1703  NGVD 29 (07/19/86)  354.7    (m)         1164.     (f) VERT ANG       
 OD1703
 OD1703.Superseded values are not recommended for survey control.
 OD1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1703.See file dsdata.txt to determine how the superseded data were derived.
 OD1703
 OD1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8408090559(NAD 83)
 OD1703_MARKER: DD = SURVEY DISK
 OD1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1703+STABILITY: SURFACE MOTION
 OD1703
 OD1703  HISTORY     - Date     Condition        Report By
 OD1703  HISTORY     - 1973     MONUMENTED       NY-091
 OD1703
 OD1703                          STATION DESCRIPTION
 OD1703
 OD1703'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1703'THE STATION IS ABOUT 7.0 MILES WEST OF THE VILLAGE OF CORINTH,
 OD1703'7.0 MILES NORTHEAST OF BATCHELLERVILLE.  AND ABOUT 4.0 MILES
 OD1703'SOUTHWEST OF CONKLINGVILLE IN THE TOWNSHIP OF CORINTH.
 OD1703'
 OD1703'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1703'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO Y-ROAD
 OD1703'INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND GO
 OD1703'NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1703'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1703'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST AND WEST FOR 6.20 MILES
 OD1703'TO THE Y-ROAD INTERSECTION OF DAVIGNON ROAD ON LEFT.  TURN LEFT
 OD1703'AND GO SOUTHWEST ON DAVIGNON ROAD FOR 0.65 MILE TO AZIMUTH
 OD1703'MARK, AHA-1 (SACGS), ON THE SOUTHWEST CORNER OF THE
 OD1703'INTERSECTION OF DAVIGNON ROAD AND THE ENTRANCE TO CAMP
 OD1703'CHERITH.  CONTINUE SOUTH ON DAVIGNON ROAD FOR 340 FEET TO THE
 OD1703'STATION ON RIGHT.
 OD1703'
 OD1703'TO REACH AZIMUTH MARK, AHA-2 (SACGS), CONTINUE SOUTH ON
 OD1703'DAVIGNON ROAD FOR 323 FEET TO MARK ON LEFT.
 OD1703'
 OD1703'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1703'SURVEY STAMPED AHA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1703'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1703'GROUND.  IT IS LOCATED 11 FEET WEST OF THE CENTERLINE OF
 OD1703'DAVIGNON ROAD, 42.4 FEET SOUTH OF A 5-INCH PAPER BIRCH TREE,
 OD1703'28.5 FEET WEST OF TWIN 2-INCH HEMLOCK TREES, AND 62.2 FEET NORTH
 OD1703'OF AN 8-INCH PAPER BIRCH TREE.  THE UNDERGROUND MARK IS SET IN
 OD1703'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1703'SURFACE.
 OD1703'
 OD1703'AZIMUTH MARK, AHA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1703'COUNTY GEODETIC SURVEY STAMPED AHA-1.  IT IS SET IN THE TOP OF
 OD1703'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1703'GROUND.  IT IS LOCATED 14 FEET SOUTH OF THE CENTERLINE OF THE
 OD1703'ENTRANCE ROAD TO CAMP CHERITH, 30 FEET WEST OF THE CENTERLINE OF
 OD1703'DAVIGNON ROAD, 25.6 FEET SOUTH OF AN 8-INCH WHITE PINE TREE,
 OD1703'69.4 FEET SOUTHWEST OF A 30-INCH WHITE PINE TREE, AND 50.6 FEET
 OD1703'NORTHWEST OF AN 18-INCH SPRUCE TREE.
 OD1703'
 OD1703'AZIMUTH MARK AHA-2 (SACGS) IS A STANDARD DISK OF SARATOGA
 OD1703'COUNTY GEODETIC SURVEY STAMPED AHA-2.  IT IS SET IN THE TOP OF A
 OD1703'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1703'ABOVE THE GROUND.  IT IS LOCATED 11.7 FEET EAST OF THE
 OD1703'CENTERLINE OF DAVIGNON ROAD, 33.0 FEET NORTHEAST OF AN 18-INCH
 OD1703'HORNBEAM TREE, AND 17.9 FEET NORTHWEST OF AN 8-INCH HEMLOCK
 OD1703'TREE.
 OD1703'
 OD1703'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1709 ***********************************************************************
 OD1709  DESIGNATION -  AHB 1 SACGS 1973
 OD1709  PID         -  OD1709
 OD1709  STATE/COUNTY-  NY/SARATOGA
 OD1709  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1709
 OD1709                         *CURRENT SURVEY CONTROL
 OD1709  ___________________________________________________________________
 OD1709* NAD 83(1996)-  43 16 12.83004(N)    073 56 46.70675(W)     ADJUSTED  
 OD1709* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 OD1709  ___________________________________________________________________
 OD1709  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OD1709  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD1709
 OD1709  HORZ ORDER  -  SECOND
 OD1709
 OD1709.The horizontal coordinates were established by classical geodetic methods
 OD1709.and adjusted by the National Geodetic Survey in January 1999..
 OD1709
 OD1709.The orthometric height was scaled from a topographic map.
 OD1709
 OD1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1709
 OD1709.The geoid height was determined by GEOID03.
 OD1709
 OD1709;                    North         East     Units Scale Factor Converg.
 OD1709;SPC NY E     -   492,839.166   194,945.816   MT  0.99992484   +0 22 46.3
 OD1709;SPC NY E     - 1,616,923.16    639,584.73   sFT  0.99992484   +0 22 46.3
 OD1709;UTM  18      - 4,791,363.118   585,507.709   MT  0.99968994   +0 43 20.2
 OD1709
 OD1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1709!SPC NY E     -   0.99995012  x   0.99992484  =   0.99987496
 OD1709!UTM  18      -   0.99995012  x   0.99968994  =   0.99964007
 OD1709
 OD1709                          SUPERSEDED SURVEY CONTROL
 OD1709
 OD1709  NAD 83(1996)-  43 16 12.83391(N)    073 56 46.70707(W) AD(       ) 2
 OD1709  NAD 83(1992)-  43 16 12.83413(N)    073 56 46.70702(W) AD(       ) 2
 OD1709  NAD 83(1986)-  43 16 12.83455(N)    073 56 46.70686(W) AD(       ) 2
 OD1709  NAD 27      -  43 16 12.57456(N)    073 56 48.25418(W) AD(       ) 2
 OD1709
 OD1709.Superseded values are not recommended for survey control.
 OD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1709.See file dsdata.txt to determine how the superseded data were derived.
 OD1709
 OD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8550891363(NAD 83)
 OD1709_MARKER: DD = SURVEY DISK
 OD1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1709+STABILITY: SURFACE MOTION
 OD1709
 OD1709  HISTORY     - Date     Condition        Report By
 OD1709  HISTORY     - 1973     MONUMENTED       NY-091
 OD1709
 OD1709                          STATION DESCRIPTION
 OD1709
 OD1709'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1709'STATION ABH SACGS IS ABOUT 6 MILES WEST OF THE VILLAGE OF CORINTH,
 OD1709'3.5 MILES SOUTH OF CONKLINGVILLE, AND 8 MILES NORTHEAST OF
 OD1709'BATCHELLERVILLE IN THE TOWNSHIP OF CORINTH.
 OD1709'
 OD1709'TO REACH STATION ABH SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1709'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO Y-ROAD
 OD1709'INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND GO
 OD1709'NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1709'HIGHWAY 10 (WEST MOUNTAIN ROAD).  CONTINUE WEST ON
 OD1709'COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR 0.05 MILE TO THE
 OD1709'T-ROAD INTERSECTION OF SHIPPEE ROAD ON THE RIGHT.  TURN RIGHT
 OD1709'ON SHIPPEE ROAD AND GO NORTH ABOUT 86 FEET FROM THE CENTERLINE
 OD1709'OF WEST MOUNTAIN ROAD TO THE STATION ON LEFT.
 OD1709'
 OD1709'TO REACH AZIMUTH MARK, AHB-1 (SACGS), FROM THE STATION, CONTINUE
 OD1709'NORTH ON SHIPPEE ROAD FOR 0.1 MILE TO MARK ON LEFT.
 OD1709'
 OD1709'AZIMUTH MARK, AHB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1709'COUNTY GEODETIC SURVEY STAMPED AHB-1.  IT IS SET IN THE TOP OF
 OD1709'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1709'ABOVE THE GROUND.  IT IS LOCATED 18.0 FEET WEST OF THE
 OD1709'CENTERLINE OF SHIPPEE ROAD, 64.4 FEET NORTHWEST OF A TOWN LINE
 OD1709'SIGN LOCATED ON THE EAST SIDE OF SHIPPEE ROAD, 88.0 FEET NORTH
 OD1709'OF A STONEWALL, 128.0 FEET NORTHEAST OF TWIN 8-INCH WHITE BIRCH
 OD1709'TREES, AND 75.5 FEET SOUTHEAST OF AN X CHISLED IN A ROCK
 OD1709'OUT-CROPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1712 ***********************************************************************
 OD1712  DESIGNATION -  AHB 2 SACGS 1973
 OD1712  PID         -  OD1712
 OD1712  STATE/COUNTY-  NY/SARATOGA
 OD1712  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1712
 OD1712                         *CURRENT SURVEY CONTROL
 OD1712  ___________________________________________________________________
 OD1712* NAD 83(1996)-  43 16 09.22335(N)    073 56 38.58917(W)     ADJUSTED  
 OD1712* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 OD1712  ___________________________________________________________________
 OD1712  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 OD1712  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 OD1712
 OD1712  HORZ ORDER  -  SECOND
 OD1712
 OD1712.The horizontal coordinates were established by classical geodetic methods
 OD1712.and adjusted by the National Geodetic Survey in January 1999..
 OD1712
 OD1712.The orthometric height was scaled from a topographic map.
 OD1712
 OD1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1712
 OD1712.The geoid height was determined by GEOID03.
 OD1712
 OD1712;                    North         East     Units Scale Factor Converg.
 OD1712;SPC NY E     -   492,729.088   195,129.596   MT  0.99992505   +0 22 51.8
 OD1712;SPC NY E     - 1,616,562.02    640,187.68   sFT  0.99992505   +0 22 51.8
 OD1712;UTM  18      - 4,791,254.166   585,692.101   MT  0.99969033   +0 43 25.7
 OD1712
 OD1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1712!SPC NY E     -   0.99995012  x   0.99992505  =   0.99987517
 OD1712!UTM  18      -   0.99995012  x   0.99969033  =   0.99964046
 OD1712
 OD1712                          SUPERSEDED SURVEY CONTROL
 OD1712
 OD1712  NAD 83(1996)-  43 16 09.22721(N)    073 56 38.58949(W) AD(       ) 2
 OD1712  NAD 83(1992)-  43 16 09.22744(N)    073 56 38.58945(W) AD(       ) 2
 OD1712  NAD 83(1986)-  43 16 09.22787(N)    073 56 38.58929(W) AD(       ) 2
 OD1712  NAD 27      -  43 16 08.96786(N)    073 56 40.13687(W) AD(       ) 2
 OD1712
 OD1712.Superseded values are not recommended for survey control.
 OD1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1712.See file dsdata.txt to determine how the superseded data were derived.
 OD1712
 OD1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8569291254(NAD 83)
 OD1712_MARKER: DD = SURVEY DISK
 OD1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1712+STABILITY: SURFACE MOTION
 OD1712
 OD1712  HISTORY     - Date     Condition        Report By
 OD1712  HISTORY     - 1973     MONUMENTED       NY-091
 OD1712
 OD1712                          STATION DESCRIPTION
 OD1712
 OD1712'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1712'STATION AHB SACGS IS ABOUT 6 MILES WEST OF THE VILLAGE OF CORINTH,
 OD1712'3.5 MILES SOUTH OF CONKLINGVILLE, AND 8 MILES NORTHEAST OF
 OD1712'BATCHELLERVILLE IN THE TOWNSHIP OF CORINTH.
 OD1712'
 OD1712'TO REACH STATION AHB SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1712'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO Y-ROAD
 OD1712'INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND GO
 OD1712'NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1712'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1712'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST AND WEST FOR 5.60 MILES
 OD1712'TO AZIMUTH MARK, AHB-2 (SACGS), ON LEFT.
 OD1712'
 OD1712'AZIMUTH MARK, AHB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1712'COUNTY GEODETIC SURVEY STAMPED AHB-2.  IT IS SET IN THE TOP OF
 OD1712'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT
 OD1712'ABOVE THE GROUND.  IT IS LOCATED 28.6 FEET SOUTH OF THE
 OD1712'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 52.2 FEET
 OD1712'NORTHWEST OF THE NORTH END OF THE CUT YOUR OWN CHRISTMAS TREE
 OD1712'SIGN, 71.1 FEET NORTHWEST OF POWER POLE NYP 22, 39 FEET NORTH
 OD1712'OF CENTER OF POWER LINE, 110.5 FEET EAST OF A 10-INCH APPLE
 OD1712'TREE WITH WIRE, 144.7 FEET SOUTHEAST OF A 15-INCH CATALPA
 OD1712'TREE ON A STONE WALL, AND 85.8 FEET SOUTHWEST OF A 6-INCH
 OD1712'ASPEN TREE ON A STONE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1710 ***********************************************************************
 OD1710  DESIGNATION -  AHB SACGS 1973
 OD1710  PID         -  OD1710
 OD1710  STATE/COUNTY-  NY/SARATOGA
 OD1710  USGS QUAD   -  CONKLINGVILLE (1966)
 OD1710
 OD1710                         *CURRENT SURVEY CONTROL
 OD1710  ___________________________________________________________________
 OD1710* NAD 83(1996)-  43 16 08.81966(N)    073 56 43.88833(W)     ADJUSTED  
 OD1710* NAVD 88     -       348.2    (meters)    1142.     (feet)  VERTCON   
 OD1710  ___________________________________________________________________
 OD1710  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OD1710  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 OD1710
 OD1710  HORZ ORDER  -  SECOND
 OD1710
 OD1710.The horizontal coordinates were established by classical geodetic methods
 OD1710.and adjusted by the National Geodetic Survey in January 1999..
 OD1710
 OD1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1710
 OD1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1710
 OD1710.The geoid height was determined by GEOID03.
 OD1710
 OD1710;                    North         East     Units Scale Factor Converg.
 OD1710;SPC NY E     -   492,715.837   195,010.188   MT  0.99992491   +0 22 48.2
 OD1710;SPC NY E     - 1,616,518.54    639,795.93   sFT  0.99992491   +0 22 48.2
 OD1710;UTM  18      - 4,791,240.205   585,572.803   MT  0.99969008   +0 43 22.1
 OD1710
 OD1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1710!SPC NY E     -   0.99995007  x   0.99992491  =   0.99987498
 OD1710!UTM  18      -   0.99995007  x   0.99969008  =   0.99964016
 OD1710
 OD1710|---------------------------------------------------------------------|
 OD1710| PID    Reference Object                     Distance      Geod. Az  |
 OD1710|                                                           dddmmss.s |
 OD1710| OD1712 AHB 2 SACGS 1973                    120.150 METERS 08403     |
 OD1710| OD1699 EFNER                               APPROX. 1.7 KM 2624629.4 |
 OD1710| OD1708 AHB A SACGS 1973                     14.705 METERS 30119     |
 OD1710| OD1709 AHB 1 SACGS 1973                    139.129 METERS 33249     |
 OD1710|---------------------------------------------------------------------|
 OD1710
 OD1710                          SUPERSEDED SURVEY CONTROL
 OD1710
 OD1710  NAD 83(1996)-  43 16 08.82352(N)    073 56 43.88865(W) AD(       ) 2
 OD1710  NAD 83(1992)-  43 16 08.82375(N)    073 56 43.88860(W) AD(       ) 2
 OD1710  NAD 83(1986)-  43 16 08.82418(N)    073 56 43.88844(W) AD(       ) 2
 OD1710  NAD 27      -  43 16 08.56415(N)    073 56 45.43584(W) AD(       ) 2
 OD1710  NGVD 29 (07/19/86)  348.3    (m)         1143.     (f) VERT ANG       
 OD1710
 OD1710.Superseded values are not recommended for survey control.
 OD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1710.See file dsdata.txt to determine how the superseded data were derived.
 OD1710
 OD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8557391240(NAD 83)
 OD1710_MARKER: DD = SURVEY DISK
 OD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1710+STABILITY: SURFACE MOTION
 OD1710
 OD1710  HISTORY     - Date     Condition        Report By
 OD1710  HISTORY     - 1973     MONUMENTED       NY-091
 OD1710
 OD1710                          STATION DESCRIPTION
 OD1710
 OD1710'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1710'THE STATION IS ABOUT 6 MILES WEST OF THE VILLAGE OF CORINTH,
 OD1710'3.5 MILES SOUTH OF CONKLINGVILLE, AND 8 MILES NORTHEAST OF
 OD1710'BATCHELLERVILLE IN THE TOWNSHIP OF CORINTH.
 OD1710'
 OD1710'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1710'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 0.15 MILE TO Y-ROAD
 OD1710'INTERSECTION ON RIGHT.  TURN RIGHT ON HAMILTON AVENUE AND GO
 OD1710'NORTHWEST FOR 1.2 MILES TO THE T-ROAD INTERSECTION OF COUNTY
 OD1710'HIGHWAY 10 (WEST MOUNTAIN ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1710'10 (WEST MOUNTAIN ROAD) AND GO NORTHWEST AND WEST FOR 5.60 MILES
 OD1710'TO AZIMUTH MARK, AHB-2 (SACGS), ON LEFT.  CONTINUE WEST ON
 OD1710'COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD) FOR 0.05 MILE TO THE
 OD1710'T-ROAD INTERSECTION OF SHIPPEE ROAD ON THE RIGHT.  TURN RIGHT
 OD1710'ON SHIPPEE ROAD AND GO NORTH ABOUT 86 FEET FROM THE CENTERLINE
 OD1710'OF WEST MOUNTAIN ROAD TO THE STATION ON LEFT.
 OD1710'
 OD1710'TO REACH AZIMUTH MARK, AHB-1 (SACGS), FROM THE STATION, CONTINUE
 OD1710'NORTH ON SHIPPEE ROAD FOR 0.1 MILE TO MARK ON LEFT.
 OD1710'
 OD1710'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1710'SURVEY STAMPED AHB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1710'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1710'GROUND.  IT IS LOCATED 12.6 FEET WEST OF THE CENTERLINE OF
 OD1710'SHIPPEE ROAD, 52.3 FEET NORTH OF THE STOP SIGN ON THE CORNER OF
 OD1710'SHIPPEE ROAD AND COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 22.4
 OD1710'FEET NORTH OF THE NORTH RANGE LINE OF WOOD FRAME BARN ON THE
 OD1710'WEST SIDE OF SHIPPEE ROAD, 48.2 FEET SOUTHEAST OF A 12-INCH
 OD1710'MAPLE TREE, 33.6 FEET SOUTH OF THE NORTH RANGE LINE OF A WOOD
 OD1710'FRAME HOUSE WITH GREEN SHINGLES LOCATED ON THE EAST SIDE OF
 OD1710'SHIPPEE ROAD, 54.8 FEET SOUTHWEST OF THE MAILBOX OF RICHARD
 OD1710'LA PIER 196A, AND 48.9 FEET WEST OF THE SOUTHWEST CORNER
 OD1710'OF AFOREMENTIONED HOUSE.  MONUMENT LIES DIRECTLY ON THE
 OD1710'SOUTH RANGE LINE OF HOUSE.
 OD1710'
 OD1710'AZIMUTH MARK, AHB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1710'COUNTY GEODETIC SURVEY STAMPED AHB-1.  IT IS SET IN THE TOP OF
 OD1710'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1710'ABOVE THE GROUND.  IT IS LOCATED 18.0 FEET WEST OF THE
 OD1710'CENTERLINE OF SHIPPEE ROAD, 64.4 FEET NORTHWEST OF A TOWN LINE
 OD1710'SIGN LOCATED ON THE EAST SIDE OF SHIPPEE ROAD, 88.0 FEET NORTH
 OD1710'OF A STONEWALL, 128.0 FEET NORTHEAST OF TWIN 8-INCH WHITE BIRCH
 OD1710'TREES, AND 75.5 FEET SOUTHEAST OF AN X CHISLED IN A ROCK
 OD1710'OUT-CROPPING.
 OD1710'
 OD1710'AZIMUTH MARK, AHB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1710'COUNTY GEODETIC SURVEY STAMPED AHB-2.  IT IS SET IN THE TOP OF
 OD1710'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT
 OD1710'ABOVE THE GROUND.  IT IS LOCATED 28.6 FEET SOUTH OF THE
 OD1710'CENTERLINE OF COUNTY HIGHWAY 10 (WEST MOUNTAIN ROAD), 52.2 FEET
 OD1710'NORTHWEST OF THE NORTH END OF THE CUT YOUR OWN CHRISTMAS TREE
 OD1710'SIGN, 71.1 FEET NORTHWEST OF POWER POLE NYP 22, 39 FEET NORTH
 OD1710'OF CENTER OF POWER LINE, 110.5 FEET EAST OF A 10-INCH APPLE
 OD1710'TREE WITH WIRE, 144.7 FEET SOUTHEAST OF A 15-INCH CATALPA
 OD1710'TREE ON A STONE WALL, AND 85.8 FEET SOUTHWEST OF A 6-INCH
 OD1710'ASPEN TREE ON A STONE WALL.
 OD1710'
 OD1710'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2966 ***********************************************************************
 KU2966  DESIGNATION -  AIR 1934
 KU2966  PID         -  KU2966
 KU2966  STATE/COUNTY-  NY/NASSAU
 KU2966  USGS QUAD   -  SEA CLIFF (1979)
 KU2966
 KU2966                         *CURRENT SURVEY CONTROL
 KU2966  ___________________________________________________________________
 KU2966* NAD 83(1996)-  40 50 05.50582(N)    073 42 34.71840(W)     ADJUSTED  
 KU2966* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU2966  ___________________________________________________________________
 KU2966  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KU2966  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU2966
 KU2966  HORZ ORDER  -  THIRD
 KU2966
 KU2966.The horizontal coordinates were established by classical geodetic methods
 KU2966.and adjusted by the National Geodetic Survey in January 1999..
 KU2966
 KU2966.The orthometric height was scaled from a topographic map.
 KU2966
 KU2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2966
 KU2966.The geoid height was determined by GEOID03.
 KU2966
 KU2966;                    North         East     Units Scale Factor Converg.
 KU2966;SPC NY L     -    74,241.343   324,489.857   MT  0.99999494   +0 11 23.7
 KU2966;SPC NY L     -   243,573.47  1,064,597.14   sFT  0.99999494   +0 11 23.7
 KU2966;UTM  18      - 4,521,226.637   608,792.668   MT  0.99974568   +0 50 37.8
 KU2966
 KU2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2966!SPC NY L     -   1.00000431  x   0.99999494  =   0.99999925
 KU2966!UTM  18      -   1.00000431  x   0.99974568  =   0.99974999
 KU2966
 KU2966:                Primary Azimuth Mark                     Grid Az
 KU2966:SPC NY L     -  PORT WASHINGTON JR HS                    112 06 07.6
 KU2966:UTM  18      -  PORT WASHINGTON JR HS                    111 26 53.5
 KU2966
 KU2966|---------------------------------------------------------------------|
 KU2966| PID    Reference Object                     Distance      Geod. Az  |
 KU2966|                                                           dddmmss.s |
 KU2966| KU3020 PORT WASHINGTON JR HS               APPROX. 1.2 KM 1121731.3 |
 KU2966| KU3014 KNICKERBOCKER CLUB FLAGPOLE         APPROX. 0.8 KM 1395145.4 |
 KU2966| KU3012 OLD FLAGPOLE                        APPROX. 1.0 KM 1562521.7 |
 KU2966| KU3010 PORT WASHINGTON YACHT CLUB FP       APPROX. 1.4 KM 1644236.8 |
 KU2966| KU2995 PLUM POINT SANDS PT CLUB FP         APPROX. 1.5 KM 2655756.3 |
 KU2966| KU2993 PLUM POINT SANDS PT CLUB CUP        APPROX. 1.6 KM 2683946.8 |
 KU2966| KU2992 PLUM                                APPROX. 1.6 KM 2783807.8 |
 KU2966|---------------------------------------------------------------------|
 KU2966
 KU2966                          SUPERSEDED SURVEY CONTROL
 KU2966
 KU2966  NAD 83(1996)-  40 50 05.50766(N)    073 42 34.71869(W) AD(       ) 3
 KU2966  NAD 83(1992)-  40 50 05.50465(N)    073 42 34.72536(W) AD(       ) 3
 KU2966  NAD 83(1986)-  40 50 05.50760(N)    073 42 34.72476(W) AD(       ) 3
 KU2966  NAD 27      -  40 50 05.14400(N)    073 42 36.24900(W) AD(       ) 3
 KU2966
 KU2966.Superseded values are not recommended for survey control.
 KU2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2966.See file dsdata.txt to determine how the superseded data were derived.
 KU2966
 KU2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0879321227(NAD 83)
 KU2966_MARKER: H = DRILL HOLE
 KU2966_SETTING: 0 = UNSPECIFIED SETTING
 KU2966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2966
 KU2966  HISTORY     - Date     Condition        Report By
 KU2966  HISTORY     - 1934     MONUMENTED       CGS
 KU2966  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2966
 KU2966                          STATION DESCRIPTION
 KU2966
 KU2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU2966'STATION IS A DRILL HOLE IN CENTER OF I-BEAM ATOP THE BOILER PLANT
 KU2966'OF THE MARINE AIRPORT CORPORATION AT TOMS POINT.  THE I-BEAM
 KU2966'NEAREST THE STACK WAS USED.  THIS I-BEAM PROTRUDES ABOUT A FOOT
 KU2966'ABOVE THE GRAVEL AND TAR ROOF.  BESIDE THE DRILL HOLE IN THE END
 KU2966'OF THE BEAM IS STAMPED THE FOLLOWING U.S.C. AND G.S. AIR 1934.
 KU2966'
 KU2966'THE SHORTEST DISTANCE TO THE STACK IS 2.55 METERS, TO THE EDGE
 KU2966'OF BUILDING TO THE S 5.34 METERS, TO THE EDGE OF BUILDING TO THE W
 KU2966'6.44 METERS, TO THE EDGE OF BUILDING TO THE N 10.3 METERS.  THESE
 KU2966'DISTANCES ARE TO THE OUTSIDE OF BUILDING.
 KU2966'
 KU2966'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 KU2966
 KU2966                          STATION RECOVERY (1951)
 KU2966
 KU2966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2966'THIS STATION IS PROBABLY INTACT.  THE BOILER PLANT AND BUILDINGS
 KU2966'ARE STANDING, HOWEVER, THE GOVERNMENT GUARD WOULD NOT GIVE THE
 KU2966'RECONNAISSANCE PARTY PERMISSION TO ENTER BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2709 ***********************************************************************
 KU2709  DESIGNATION -  AIR 1942
 KU2709  PID         -  KU2709
 KU2709  STATE/COUNTY-  NY/SUFFOLK
 KU2709  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2709
 KU2709                         *CURRENT SURVEY CONTROL
 KU2709  ___________________________________________________________________
 KU2709* NAD 83(1996)-  40 56 46.97765(N)    073 29 05.43547(W)     ADJUSTED  
 KU2709* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2709  ___________________________________________________________________
 KU2709  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 KU2709  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KU2709
 KU2709  HORZ ORDER  -  THIRD
 KU2709
 KU2709.The horizontal coordinates were established by classical geodetic methods
 KU2709.and adjusted by the National Geodetic Survey in January 1999..
 KU2709
 KU2709.The orthometric height was scaled from a topographic map.
 KU2709
 KU2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2709
 KU2709.The geoid height was determined by GEOID03.
 KU2709
 KU2709;                    North         East     Units Scale Factor Converg.
 KU2709;SPC NY L     -    86,712.739   343,377.508   MT  0.99999631   +0 20 13.0
 KU2709;SPC NY L     -   284,490.04  1,126,564.37   sFT  0.99999631   +0 20 13.0
 KU2709;SPC CT       -   165,218.319   242,922.929   MT  1.00003531   -0 29 14.1
 KU2709;SPC CT       -   542,053.77    796,989.64   sFT  1.00003531   -0 29 14.1
 KU2709;UTM  18      - 4,533,910.294   627,532.342   MT  0.99980018   +0 59 35.1
 KU2709
 KU2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2709!SPC NY L     -   1.00000485  x   0.99999631  =   1.00000116
 KU2709!SPC CT       -   1.00000485  x   1.00003531  =   1.00004016
 KU2709!UTM  18      -   1.00000485  x   0.99980018  =   0.99980503
 KU2709
 KU2709                          SUPERSEDED SURVEY CONTROL
 KU2709
 KU2709  NAD 83(1996)-  40 56 46.97996(N)    073 29 05.43525(W) AD(       ) 3
 KU2709  NAD 83(1992)-  40 56 46.97751(N)    073 29 05.43629(W) AD(       ) 3
 KU2709  NAD 83(1986)-  40 56 46.97828(N)    073 29 05.43759(W) AD(       ) 3
 KU2709  NAD 27      -  40 56 46.62700(N)    073 29 06.99900(W) AD(       ) 3
 KU2709
 KU2709.Superseded values are not recommended for survey control.
 KU2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2709.See file dsdata.txt to determine how the superseded data were derived.
 KU2709
 KU2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2753233910(NAD 83)
 KU2709_MARKER: 68 = COMMERCIAL SIGN
 KU2709
 KU2709  HISTORY     - Date     Condition        Report By
 KU2709  HISTORY     - 1942     FIRST OBSERVED   CGS
 KU2709
 KU2709                          STATION DESCRIPTION
 KU2709
 KU2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (IER)
 KU2709'THE STATION IS ON THE BEACH AT THE EXTREMITY OF LLOYDS POINT ON
 KU2709'THE MARSHALL FIELD ESTATE.  IT WAS ESTABLISHED BY THE AMERICAN
 KU2709'AIRLINES AND CONSISTS OF A DIAMOND-SHAPED FRAME OF 1 IN X 10 IN
 KU2709'BOARDS SUPPORTED VERTICALLY BY A 4 IN X 8 IN TIMBER WHICH IS
 KU2709'EMBEDDED IN A 50-GALLON DRUM OF CONCRETE AND BURIED IN THE SAND.
 KU2709'THE TOP OF THE DIAMOND IS ABOUT 10 FEET ABOVE THE BEACH.  THE
 KU2709'WHOLE STRUCTURE IS PAINTED BRIGHT RED.  THE CENTER OF THE TOP OF
 KU2709'THE DIAMOND, WHICH IS 1 IN OUT FROM THE CENTER OF THE E FACE OF
 KU2709'THE 4 IN X 8 IN TIMBER, WAS OBSERVED UPON AS THE STATION.
 KU2709'
 KU2709'THREE REFERENCE MARKS WERE ESTABLISHED, EACH ONE A 2 IN GALVANIZED
 KU2709'IRON PIPE ABOUT 3 FEET LONG, DRIVEN INTO THE SAND SO THAT ABOUT 6
 KU2709'IN IS PROJECTING.  NO.1 IS W OF STATION, DISTANT 9.75 METERS.
 KU2709'NO.2 IS S OF STATION, DISTANT 15.67 METERS.  NO.3 IS SE OF
 KU2709'STATION, DISTANT 9.78 METERS.
 KU2709'
 KU2709'LLOYDS POINT, 1882 IS 268.404 METERS DISTANT, IN BEARING S 51 DEG
 KU2709'35 MIN 48 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2263 ***********************************************************************
 PH2263  DESIGNATION -  AIRIS USLS
 PH2263  PID         -  PH2263
 PH2263  STATE/COUNTY-  NY/ST LAWRENCE
 PH2263  USGS QUAD   -  
 PH2263
 PH2263                         *CURRENT SURVEY CONTROL
 PH2263  ___________________________________________________________________
 PH2263* NAD 83(1996)-  45 00 40.38263(N)    074 39 36.56445(W)     ADJUSTED  
 PH2263* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 PH2263  ___________________________________________________________________
 PH2263  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 PH2263  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 PH2263
 PH2263  HORZ ORDER  -  THIRD
 PH2263
 PH2263.The horizontal coordinates were established by classical geodetic methods
 PH2263.and adjusted by the National Geodetic Survey in January 1999..
 PH2263
 PH2263.The orthometric height was scaled from a topographic map.
 PH2263
 PH2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2263
 PH2263.The geoid height was determined by GEOID03.
 PH2263
 PH2263;                    North         East     Units Scale Factor Converg.
 PH2263;SPC NY E     -   686,133.179   137,375.871   MT  0.99990196   -0 06 47.8
 PH2263;SPC NY E     - 2,251,088.60    450,707.34   sFT  0.99990196   -0 06 47.8
 PH2263;UTM  18      - 4,984,252.682   526,779.617   MT  0.99960882   +0 14 25.3
 PH2263
 PH2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2263!SPC NY E     -   0.99999774  x   0.99990196  =   0.99989971
 PH2263!UTM  18      -   0.99999774  x   0.99960882  =   0.99960657
 PH2263
 PH2263                          SUPERSEDED SURVEY CONTROL
 PH2263
 PH2263  NAD 83(1986)-  45 00 40.37618(N)    074 39 36.57182(W) AD(       ) 3
 PH2263  NAD 27      -  45 00 40.18800(N)    074 39 37.95000(W) AD(       ) 3
 PH2263
 PH2263.Superseded values are not recommended for survey control.
 PH2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2263.See file dsdata.txt to determine how the superseded data were derived.
 PH2263
 PH2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2678084253(NAD 83)
 PH2263_MARKER: DD = SURVEY DISK
 PH2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2263+STABILITY: SURFACE MOTION
 PH2263
 PH2263  HISTORY     - Date     Condition        Report By
 PH2263  HISTORY     - 1954     MONUMENTED       USLS
 PH2263  HISTORY     - 1959     GOOD             IBC
 PH2263
 PH2263                          STATION DESCRIPTION
 PH2263
 PH2263'DESCRIBED BY US LAKE SURVEY 1954 (NWS)
 PH2263'ON A SMALL KNOLL NEAR THE WESTERN TIP OF ST REGIS ISLAND.  THE
 PH2263'STATION IS ABOUT 19 FEET FROM THE WATERS EDGE AND ABOUT 12 FEET ABOVE
 PH2263'THE SURFACE OF THE WATER.
 PH2263'
 PH2263'STATION MARK--A UNITED STATES LAKE SURVEY STANDARD BRONZE DISK SET
 PH2263'IN A 6 - INCH CYLINDER OF CONCRETE 30 INCHES IN LENGTH.  REFERENCE
 PH2263'MARK 1 IS A SURVEY STATION MARK SOUTHWESTERLY 16.2 FEET.  REFERENCE
 PH2263'MARK 2 IS A BLAZE IN A 24 - INCH OAK TREE SOUTHEASTERLY A DISTANCE OF
 PH2263'78 FEET.  REFERENCE MARK 3 IS A BLAZE IN A 12 - INCH ASH TREE
 PH2263'EASTERLY A DISTANCE OF 70.4 FEET.  REFERENCE MARK 4 IS A BLAZE IN A
 PH2263'13 - INCH OAK TREE NORTHEASTERLY A DISTANCE OF 89.7 FEET.
 PH2263
 PH2263                          STATION RECOVERY (1959)
 PH2263
 PH2263'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2263'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4148 ***********************************************************************
 KU4148  DESIGNATION -  AIRPORT
 KU4148  PID         -  KU4148
 KU4148  STATE/COUNTY-  NY/SUFFOLK
 KU4148  USGS QUAD   -  EAST HAMPTON (1976)
 KU4148
 KU4148                         *CURRENT SURVEY CONTROL
 KU4148  ___________________________________________________________________
 KU4148* NAD 83(1996)-  40 57 41.39410(N)    072 14 56.50856(W)     ADJUSTED  
 KU4148* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU4148  ___________________________________________________________________
 KU4148  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KU4148  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4148
 KU4148  HORZ ORDER  -  FIRST
 KU4148
 KU4148.This mark is at East Hampton Airport (HTO)
 KU4148
 KU4148.The horizontal coordinates were established by classical geodetic methods
 KU4148.and adjusted by the National Geodetic Survey in January 1999..
 KU4148
 KU4148.The orthometric height was scaled from a topographic map.
 KU4148
 KU4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4148
 KU4148.The geoid height was determined by GEOID03.
 KU4148
 KU4148;                    North         East     Units Scale Factor Converg.
 KU4148;SPC NY L     -    89,736.989   447,393.575   MT  0.99999678   +1 08 43.0
 KU4148;SPC NY L     -   294,412.10  1,467,823.75   sFT  0.99999678   +1 08 43.0
 KU4148;UTM  18      - 4,538,127.933   731,508.019   MT  1.00025970   +1 48 15.1
 KU4148
 KU4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4148!SPC NY L     -   1.00000308  x   0.99999678  =   0.99999986
 KU4148!UTM  18      -   1.00000308  x   1.00025970  =   1.00026279
 KU4148
 KU4148|---------------------------------------------------------------------|
 KU4148| PID    Reference Object                     Distance      Geod. Az  |
 KU4148|                                                           dddmmss.s |
 KU4148| CB8298 AIRPORT RM 1                         20.245 METERS 05324     |
 KU4148| KU4173 EAST HAMPTON VILLAGE FLAGSTAFF      APPROX. 4.9 KM 0951425.0 |
 KU4148| KU4167 EAST HAMPTON STANDPIPE              APPROX. 3.6 KM 1012625.3 |
 KU4148| KU4151 AIRPORT BN E HAMPTON APT 1965         6.840 METERS 16418     |
 KU4148| AE2259 AIRPORT AZ MK                                      2245838.4 |
 KU4148| KU4198 NOYACK ATT RELAY TOWER              APPROX. 8.2 KM 2762142.1 |
 KU4148| KU0028 J 372                                46.506 METERS 31043     |
 KU4148|---------------------------------------------------------------------|
 KU4148
 KU4148                          SUPERSEDED SURVEY CONTROL
 KU4148
 KU4148  NAD 83(1996)-  40 57 41.39419(N)    072 14 56.50884(W) AD(       ) 1
 KU4148  NAD 83(1992)-  40 57 41.39279(N)    072 14 56.50835(W) AD(       ) 1
 KU4148  NAD 83(1986)-  40 57 41.39560(N)    072 14 56.51484(W) AD(       ) 1
 KU4148  NAD 27      -  40 57 41.03870(N)    072 14 58.22145(W) AD(       ) 1
 KU4148
 KU4148.Superseded values are not recommended for survey control.
 KU4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4148.See file dsdata.txt to determine how the superseded data were derived.
 KU4148
 KU4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3150838128(NAD 83)
 KU4148_MARKER: DS = TRIANGULATION STATION DISK
 KU4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4148_STAMPING: AIRPORT 1965
 KU4148_MARK LOGO: CGS   
 KU4148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4148+STABILITY: SURFACE MOTION
 KU4148
 KU4148  HISTORY     - Date     Condition        Report By
 KU4148  HISTORY     - 1965     MONUMENTED       CGS
 KU4148  HISTORY     - 19651215 GOOD             NGS
 KU4148
 KU4148                          STATION DESCRIPTION
 KU4148
 KU4148'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4148'THE STATION IS LOCATED ON THE EAST HAMPTON AIRPORT WHICH IS
 KU4148'ABOUT 3-1/4 MILES EAST-NORTHEAST OF BRIDGEHAMPTON, 3 MILES WEST
 KU4148'OF EAST HAMPTON, 1 MILE NORTH OF STATE HIGHWAY 27 AND ABOUT
 KU4148'MIDWAY BETWEEN THE TERMINAL BUILDING AND A LARGE HANGAR.
 KU4148'
 KU4148'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAMPTON, GO
 KU4148'SOUTH ON STATE HIGHWAY 27 FOR 1.1 MILES TO A CROSSROAD
 KU4148'INTERSECTION AND TRAFFIC LIGHT.  TURN RIGHT, GO WEST ON STATE
 KU4148'HIGHWAY 27 FOR 2.1 MILES TO A SIDE ROAD RIGHT AND SIGN AIRPORT ON
 KU4148'THE LEFT.  TURN RIGHT, GO NORTHERLY ON DANIELS HOLE ROAD FOR 1.1
 KU4148'MILES TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, GO
 KU4148'WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MILE TO THE TERMINAL
 KU4148'BUILDING.  TURN RIGHT, GO NORTH, PASSING THE EAST SIDE OF
 KU4148'THE TERMINAL BUILDING, FOR 0.05 MILE ON AN OILED ROAD TO THE
 KU4148'AIRPORT BEACON AND THE STATION ON THE WEST SIDE OF THE ROAD.
 KU4148'
 KU4148'THE STATION MARK IS A STANDARD DISK, STAMPED AIRPORT 1965, SET
 KU4148'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 KU4148'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT
 KU4148'IS 74.0 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH RUNWAY,
 KU4148'28.0 FEET WEST OF THE CENTER OF AN OILED ROAD, 21.6 FEET
 KU4148'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOODEN BUILDING AND
 KU4148'22.4 FEET NORTH OF THE CENTER OF THE AIRPORT BEACON TOWER.
 KU4148'
 KU4148'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT NO 1 1965,
 KU4148'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 KU4148'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KU4148'59.0 FEET SOUTH OF THE SOUTH EDGE OF AN AIRPLANE PARKING AREA
 KU4148'AND 39.0 FEET EAST OF THE CENTER OF AN OILED ROAD.
 KU4148'
 KU4148'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED J 372 1956,
 KU4148'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 KU4148'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KU4148'7.8 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH RUNWAY, 4.5 FEET
 KU4148'SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE HANGAR AND 2.4 FEET
 KU4148'SOUTH OF THE SOUTH EDGE OF THE HANGAR.
 KU4148'
 KU4148'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ACROSS
 KU4148'THE NORTH-SOUTH RUNWAY TO THE NORTHEAST END OF A NORTHEAST-SOUTHWEST
 KU4148'RUNWAY.  TURN LEFT, GO SOUTHWEST ALONG THE RUNWAY FOR 0.35 MILE TO
 KU4148'THE END OF THE RUNWAY AND THE AZIMUTH MARK ON THE RIGHT.
 KU4148'
 KU4148'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AIRPORT 1965, SET
 KU4148'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 KU4148'IN DIAMETER AND IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 78
 KU4148'FEET NORTHWEST OF THE EXTENDED CENTER OF THE NORTHEAST-SOUTHWEST
 KU4148'RUNWAY AND 37.0 FEET WEST OF THE WEST END OF THE
 KU4148'NORTHEAST-SOUTHWEST RUNWAY.
 KU4148
 KU4148                          STATION RECOVERY (1965)
 KU4148
 KU4148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU4148'THIS STATION IS LOCATED AT THE EAST HAMPTON AIRPORT ABOUT MIDWAY
 KU4148'BETWEEN THE TERMINAL BUILDING AND A LARGE HANGAR NORTH OF THE
 KU4148'TERMINAL.  IT IS 74.0 FT (22.6 M) EAST OF THE EAST EDGE OF THE
 KU4148'AIRCRAFT RAMP, 28.0 FT (8.5 M) WEST OF THE CENTER AT AN ASPHALT ROAD,
 KU4148'AND 21.6 FT (6.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 KU4148'WOODEN BUILDING.  THE STATION IS A STANDARD TRIANGULATION STATION DISK
 KU4148'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 KU4148'IN DIAMETER AND ABOUT 1 FOOT (0.3 M) BELOW THE GROUND SURFACE.  THE
 KU4148'MARK IS STAMPED AIRPORT 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2115 ***********************************************************************
 OF2115  PACS        -  This is a Primary Airport Control Station.
 OF2115  DESIGNATION -  AIRPORT
 OF2115  PID         -  OF2115
 OF2115  STATE/COUNTY-  NY/MONROE
 OF2115  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2115
 OF2115                         *CURRENT SURVEY CONTROL
 OF2115  ___________________________________________________________________
 OF2115* NAD 83(1996)-  43 07 14.88957(N)    077 40 23.89193(W)     ADJUSTED  
 OF2115* NAVD 88     -       168.35   (meters)     552.3    (feet)  GPS OBS   
 OF2115  ___________________________________________________________________
 OF2115  X           -     995,459.354 (meters)                     COMP
 OF2115  Y           -  -4,555,390.074 (meters)                     COMP
 OF2115  Z           -   4,337,398.082 (meters)                     COMP
 OF2115  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 OF2115  ELLIP HEIGHT-         132.97  (meters)          (02/26/03) GPS OBS
 OF2115  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2115
 OF2115  HORZ ORDER  -  B
 OF2115  ELLP ORDER  -  FOURTH    CLASS I
 OF2115
 OF2115.This mark is at Greater Rochester Intl Airport (ROC)
 OF2115
 OF2115.The horizontal coordinates were established by GPS observations
 OF2115.and adjusted by the National Geodetic Survey in September 2000..
 OF2115
 OF2115.The orthometric height was determined by GPS observations and a
 OF2115.high-resolution geoid model.
 OF2115
 OF2115.GPS derived orthometric heights for airport stations designated as
 OF2115.PACS or SACS are published to 2 decimal places.  This maintains
 OF2115.centimeter relative accuracy between the PACS and SACS.  It does
 OF2115.not indicate centimeter accuracy relative to other marks which are
 OF2115.part of the NAVD 88 network.
 OF2115
 OF2115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF2115
 OF2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2115
 OF2115.The ellipsoidal height was determined by GPS observations
 OF2115.and is referenced to NAD 83.
 OF2115
 OF2115.The geoid height was determined by GEOID03.
 OF2115
 OF2115;                    North         East     Units Scale Factor Converg.
 OF2115;SPC NY W     -   346,991.642   424,054.773   MT  1.00000494   +0 37 19.4
 OF2115;SPC NY W     - 1,138,421.75  1,391,253.03   sFT  1.00000494   +0 37 19.4
 OF2115;UTM  18      - 4,777,699.081   282,525.514   MT  1.00018185   -1 49 40.9
 OF2115
 OF2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2115!SPC NY W     -   0.99997915  x   1.00000494  =   0.99998409
 OF2115!UTM  18      -   0.99997915  x   1.00018185  =   1.00016099
 OF2115
 OF2115:                Primary Azimuth Mark                     Grid Az
 OF2115:SPC NY W     -  AIRPORT AZ MK                            025 34 23.4
 OF2115:UTM  18      -  AIRPORT AZ MK                            028 01 23.7
 OF2115
 OF2115|---------------------------------------------------------------------|
 OF2115| PID    Reference Object                     Distance      Geod. Az  |
 OF2115|                                                           dddmmss.s |
 OF2115| OF2345 AIRPORT AZ MK                       APPROX. 0.9 KM 0261142.8 |
 OF2115| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX. 6.2 KM 0442735.5 |
 OF2115| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 3.7 KM 0764900.5 |
 OF2115| CZ9971 AIRPORT RM 1                         20.014 METERS 19614     |
 OF2115| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 6.1 KM 2234034.5 |
 OF2115| CZ9972 AIRPORT RM 2                         11.269 METERS 29559     |
 OF2115|---------------------------------------------------------------------|
 OF2115
 OF2115                          SUPERSEDED SURVEY CONTROL
 OF2115
 OF2115  ELLIP H (09/12/00)  132.98   (m)                       GP(       ) 1 1
 OF2115  NAD 83(1996)-  43 07 14.88985(N)    077 40 23.89217(W) AD(       ) 1
 OF2115  NAD 83(1986)-  43 07 14.89682(N)    077 40 23.89112(W) AD(       ) 1
 OF2115  NAD 27      -  43 07 14.67454(N)    077 40 24.87996(W) AD(       ) 1
 OF2115  NGVD 29 (07/19/86)  168.4    (m)          552.     (f) VERT ANG       
 OF2115
 OF2115.Superseded values are not recommended for survey control.
 OF2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2115.See file dsdata.txt to determine how the superseded data were derived.
 OF2115
 OF2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8252677699(NAD 83)
 OF2115_MARKER: DS = TRIANGULATION STATION DISK
 OF2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2115_STAMPING: AIRPORT 1969
 OF2115_MARK LOGO: CGS   
 OF2115_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2115+STABILITY: SURFACE MOTION
 OF2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2115+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2000
 OF2115
 OF2115  HISTORY     - Date     Condition        Report By
 OF2115  HISTORY     - 1969     MONUMENTED       CGS
 OF2115  HISTORY     - 1970     GOOD             NGS
 OF2115  HISTORY     - 1975     GOOD             NY-055
 OF2115  HISTORY     - 1979     GOOD             NGS
 OF2115  HISTORY     - 19921015 GOOD             NGS
 OF2115  HISTORY     - 20000411 GOOD             NGS
 OF2115  HISTORY     - 20010811 GOOD             NGS
 OF2115
 OF2115                          STATION DESCRIPTION
 OF2115
 OF2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2115'THE STATION IS LOCATED ON THE MONROE COUNTY AIRPORT AND AT THE
 OF2115'BASE OF THE VOR.
 OF2115'
 OF2115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 251, 252A
 OF2115'AND 33A IN CHILI CENTER, GO EASTERLY ON HIGHWAY 252A FOR 3.8 MILES
 OF2115'TO THE JUNCTION WITH STATE HIGHWAY 383.  TURN LEFT AND GO
 OF2115'NORTHEASTERLY ON HIGHWAY 383 FOR 0.75 MILE TO THE ENTRANCE TO THE
 OF2115'MONROE COUNTY AIRPORT.  TURN SHARP LEFT AND GO WEST ON A PAVED
 OF2115'ROAD FOR 0.25 MILE TO THE FAA OFFICE ON THE RIGHT, WHERE IT IS
 OF2115'NECESSARY TO GET AN ESCORT TO THE STATION AT THE BASE OF THE
 OF2115'VOR AND THE AZIMUTH MARK AT LOCALIZER BUILDING NUMBER 4-22.
 OF2115'
 OF2115'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS THAT
 OF2115'ARE FLUSH WITH THE GROUND SURFACE.
 OF2115'
 OF2115'STATION MARK, STAMPED AIRPORT 1969 IS 72.8 FEET EAST-NORTHEAST
 OF2115'OF THE SOUTHEAST CORNER OF THE VOR, 62.5 FEET EAST OF THE
 OF2115'NORTHEAST CORNER OF THE VOR AND 38 FEET SOUTHEAST OF A RED AND
 OF2115'WHITE 8-INCH SQUARE WOODEN POST.
 OF2115'
 OF2115'RM 1, STAMPED AIRPORT NO 1 1969 IS 81.5 FEET SOUTHEAST OF THE
 OF2115'SOUTHWEST CORNER OF THE VOR, 74 FEET SOUTH-SOUTHEAST OF THE
 OF2115'NORTHEAST CORNER OF THE VOR AND 48.5 FEET SOUTHEAST OF THE
 OF2115'SOUTHEAST CORNER OF THE VOR.
 OF2115'
 OF2115'RM 2, STAMPED AIRPORT NO 2 1969 IS 62.5 FEET NORTHEAST OF THE
 OF2115'SOUTHEAST CORNER OF THE VOR, 35.3 FEET NORTHEAST OF THE NORTHEAST
 OF2115'CORNER OF THE VOR AND 5.6 FEET SOUTH OF THE 8-INCH SQUARE RED AND
 OF2115'WHITE WOODEN POST.
 OF2115'
 OF2115'AZ MK, STAMPED AIRPORT 1969 IS 116 FEET EAST OF THE SOUTHEAST
 OF2115'CORNER OF LOCALIZER BUILDING NUMBER 4-22, 84 FEET WEST OF THE
 OF2115'CENTER OF TAXI STRIP E AND 7 FEET SOUTH OF THE CENTER OF THE
 OF2115'GRAVELED DRIVEWAY LEADING TO THE LOCALIZER BUILDING.
 OF2115'
 OF2115'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OF2115
 OF2115                          STATION RECOVERY (1970)
 OF2115
 OF2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 OF2115'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
 OF2115
 OF2115                          STATION RECOVERY (1975)
 OF2115
 OF2115'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2115'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2115
 OF2115                          STATION RECOVERY (1979)
 OF2115
 OF2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 OF2115'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OF2115'CONDITION AS DESCRIBED.
 OF2115'
 OF2115'THE AZ MK WAS RECOVERED IN GOOD CONDITION NEW REFERENCE MEASUREMENTS
 OF2115'FOLLOW--THE AZ MK IS 133.4 FEET EAST OF THE NORTHEAST CORNER OF
 OF2115'FIBERGLASS ILS-LOCALIZER BUILDING, 125.3 FEET NORTHEAST OF THE
 OF2115'SOUTHEAST CORNER OF WOOD STORAGE SHED, 84 FEET SOUTHWEST OF THE
 OF2115'CENTERLINE OF NW-SE TAXIWAY AND 7 FEET SOUTH OF THE CENTER OF
 OF2115'GRAVEL DRIVEWAY LEADING TO LOCALIZER BUILDING.
 OF2115'
 OF2115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCHESTER-MONROE
 OF2115'COUNTY AIRPORT.
 OF2115
 OF2115                          STATION RECOVERY (1992)
 OF2115
 OF2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DAH)
 OF2115'THE STATION IS LOCATED NEAR MIDFIELD AT THE SITE OF VORTAC ROC.  IT IS
 OF2115'62.3 FT (19.0 M) EAST OF THE NORTHEAST CORNER AND ON RANGE WITH THE
 OF2115'NORTH SIDE OF THE VORTAC BUILDING AND 72.8 FT (22.2 M) NORTHEAST OF
 OF2115'THE SOUTHEAST CORNER OF THE BUILDING.  IT IS 65.7 FT (20.0 M) NNE OF
 OF2115'RM1 AND 37.0 FT (11.3 M) ESE OF RM2.  IT IS A CGS TRIANGULATION
 OF2115'STATION DISK STAMPED, AIRPORT 1969 AND SET IN THE TOP OF A CONCRETE
 OF2115'POST, ALL MARKS ARE FLUSH WITH THE GROUND.
 OF2115
 OF2115                          STATION RECOVERY (2000)
 OF2115
 OF2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 OF2115'RECOVERED AS DESCRIBED WITH THIS NOTE.  --NOTE--THIS STATION HAS BEEN
 OF2115'DESIGNATED THE PRIMARY AIRPORT CONTROL STATION (PACS) .  BY R.G. HAYES
 OF2115
 OF2115                          STATION RECOVERY (2001)
 OF2115
 OF2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 OF2115'RECOVERED AS DESCRIBED. DJA/8-2001
 OF2115'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2345 ***********************************************************************
 OF2345  DESIGNATION -  AIRPORT AZ MK
 OF2345  PID         -  OF2345
 OF2345  STATE/COUNTY-  NY/MONROE
 OF2345  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2345
 OF2345                         *CURRENT SURVEY CONTROL
 OF2345  ___________________________________________________________________
 OF2345* NAD 83(1996)-  43 07 40.38306(N)    077 40 06.76873(W)     ADJUSTED  
 OF2345* NAVD 88     -       168.3    (meters)     552.     (feet)  VERTCON   
 OF2345  ___________________________________________________________________
 OF2345  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OF2345  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2345
 OF2345  HORZ ORDER  -  SECOND
 OF2345
 OF2345.This mark is at Greater Rochester Intl Airport (ROC)
 OF2345
 OF2345.The horizontal coordinates were established by classical geodetic methods
 OF2345.and adjusted by the National Geodetic Survey in January 1999..
 OF2345
 OF2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2345
 OF2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2345
 OF2345.The geoid height was determined by GEOID03.
 OF2345
 OF2345;                    North         East     Units Scale Factor Converg.
 OF2345;SPC NY W     -   347,782.536   424,433.250   MT  1.00000563   +0 37 31.5
 OF2345;SPC NY W     - 1,141,016.54  1,392,494.75   sFT  1.00000563   +0 37 31.5
 OF2345;UTM  18      - 4,778,473.207   282,937.530   MT  1.00017964   -1 49 30.0
 OF2345
 OF2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2345!SPC NY W     -   0.99997916  x   1.00000563  =   0.99998479
 OF2345!UTM  18      -   0.99997916  x   1.00017964  =   1.00015880
 OF2345
 OF2345:                Primary Azimuth Mark                     Grid Az
 OF2345:SPC NY W     -  ROCHESTER EASTMAN BLDG DOME              046 45 16.1
 OF2345:UTM  18      -  ROCHESTER EASTMAN BLDG DOME              049 12 17.6
 OF2345
 OF2345|---------------------------------------------------------------------|
 OF2345| PID    Reference Object                     Distance      Geod. Az  |
 OF2345|                                                           dddmmss.s |
 OF2345| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX. 5.4 KM 0472247.6 |
 OF2345| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX. 7.0 KM 0825053.1 |
 OF2345| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX. 6.9 KM 0830524.8 |
 OF2345| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 3.3 KM 0884830.7 |
 OF2345| OF2115 AIRPORT                             APPROX. 0.9 KM 2061154.5 |
 OF2345| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 6.9 KM 2213016.3 |
 OF2345|---------------------------------------------------------------------|
 OF2345
 OF2345                          SUPERSEDED SURVEY CONTROL
 OF2345
 OF2345  NAD 83(1986)-  43 07 40.39005(N)    077 40 06.76776(W) AD(       ) 2
 OF2345  NAD 27      -  43 07 40.16783(N)    077 40 07.75682(W) AD(       ) 2
 OF2345  NGVD 29 (07/19/86)  168.5    (m)          553.     (f) VERT ANG       
 OF2345
 OF2345.Superseded values are not recommended for survey control.
 OF2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2345.See file dsdata.txt to determine how the superseded data were derived.
 OF2345
 OF2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8293878473(NAD 83)
 OF2345_MARKER: DZ = AZIMUTH MARK DISK
 OF2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2345_STAMPING: AIRPORT 1969
 OF2345_MARK LOGO: CGS   
 OF2345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2345
 OF2345  HISTORY     - Date     Condition        Report By
 OF2345  HISTORY     - 1969     MONUMENTED       CGS
 OF2345  HISTORY     - 1975     GOOD             NY-055
 OF2345  HISTORY     - 1979     GOOD             NGS
 OF2345  HISTORY     - 19921015 GOOD             NGS
 OF2345
 OF2345                          STATION DESCRIPTION
 OF2345
 OF2345'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2345'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2345
 OF2345                          STATION RECOVERY (1979)
 OF2345
 OF2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 OF2345'THE STATION WAS RECOVERED IN GOOD CONDITION, NEW REFERENCE
 OF2345'MEASUREMENTS FOLLOW--
 OF2345'
 OF2345'THE AZ MK IS 133.4 FEET EAST OF THE NORTHEAST CORNER OF FIBERGLASS
 OF2345'ILS-LOCALIZER BUILDING, 125.3 FEET NORTHEAST OF THE SOUTHEAST CORNER
 OF2345'OF WOOD STORAGE SHED, 84 FEET SOUTHWEST OF THE CENTERLINE OF
 OF2345'NW-SE TAXIWAY AND 7 FEET SOUTH OF THE CENTER OF GRAVEL DRIVEWAY
 OF2345'LEADING TO LOCALIZER BUILDING.
 OF2345'
 OF2345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCHESTER-MONROE
 OF2345'COUNTY AIRPORT.
 OF2345
 OF2345                          STATION RECOVERY (1992)
 OF2345
 OF2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DAH)
 OF2345'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT ABOUT 1200
 OF2345'FT (365.8 M) NORTHEAST OF CL END RWY 22.  IT IS 133.4 FT (40.7 M) EAST
 OF2345'OF THE NORTHEAST CORNER OF THE LOC (4) EQUIPMENT BUILDING, 113.3 FT
 OF2345'(34.5 M) NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN SHED, 6.9 FT
 OF2345'(2.1 M) SOUTHEAST OF THE CL OF THE LOCALIZER SERVICE ROAD (ASPHALT),
 OF2345'AND 82.4 FT (25.1 M) SOUTHWEST OF THE CL INTERSECTION OF THIS ROAD AND
 OF2345'THE MAIN SERVICE ROAD.  IT IS A CGS AZIMUTH MARK DISK STAMPED AIRPORT
 OF2345'1969 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1197 ***********************************************************************
 NC1197  DESIGNATION -  AIRPORT BCN BUFFALO INTL APT
 NC1197  PID         -  NC1197
 NC1197  STATE/COUNTY-  NY/ERIE
 NC1197  USGS QUAD   -  ORCHARD PARK (1965)
 NC1197
 NC1197                         *CURRENT SURVEY CONTROL
 NC1197  ___________________________________________________________________
 NC1197* NAD 83(1996)-  42 56 08.07658(N)    078 43 45.81153(W)     ADJUSTED  
 NC1197* NAVD 88     -                                                        
 NC1197  ___________________________________________________________________
 NC1197  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 NC1197  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 NC1197
 NC1197  HORZ ORDER  -  THIRD
 NC1197
 NC1197.This mark is at Greater Buffalo Int'l Airport (BUF)
 NC1197
 NC1197.The horizontal coordinates were established by classical geodetic methods
 NC1197.and adjusted by the National Geodetic Survey in January 1999..
 NC1197
 NC1197
 NC1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1197
 NC1197.The geoid height was determined by GEOID03.
 NC1197
 NC1197;                    North         East     Units Scale Factor Converg.
 NC1197;SPC NY W     -   326,023.921   338,078.537   MT  0.99993925   -0 05 58.2
 NC1197;SPC NY W     - 1,069,630.15  1,109,179.33   sFT  0.99993925   -0 05 58.2
 NC1197;UTM  17      - 4,756,162.094   685,270.320   MT  1.00002229   +1 32 49.6
 NC1197
 NC1197                          SUPERSEDED SURVEY CONTROL
 NC1197
 NC1197  NAD 83(1986)-  42 56 08.08289(N)    078 43 45.80888(W) AD(       ) 4
 NC1197  NAD 27      -  42 56 07.87231(N)    078 43 46.69772(W) AD(       ) 3
 NC1197
 NC1197.Superseded values are not recommended for survey control.
 NC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1197.See file dsdata.txt to determine how the superseded data were derived.
 NC1197
 NC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8527056162(NAD 83)
 NC1197_MARKER: 21 = AIRPORT BEACON
 NC1197
 NC1197  HISTORY     - Date     Condition        Report By
 NC1197  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1197  HISTORY     - 1980     GOOD             NGS
 NC1197  HISTORY     - 1982     GOOD             USPSQD
 NC1197  HISTORY     - 1983     GOOD             USPSQD
 NC1197  HISTORY     - 19910610 GOOD             USPSQD
 NC1197  HISTORY     - 19910615 GOOD             NGS
 NC1197  HISTORY     - 19940721 GOOD             USPSQD
 NC1197  HISTORY     - 19950906 GOOD             USPSQD
 NC1197
 NC1197                          STATION DESCRIPTION
 NC1197
 NC1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1197'THE STATION IS THE CENTER OF THE BUFFALO INTERNATIONAL AIRPORT
 NC1197'BEACON OWNED BY THE BUFFALO AIRPORT AUTHORITY.  IT IS A ROTATING
 NC1197'BEACON ATOP A YELLOW BRICK CONTROL TOWER ABOUT 78 FEET HIGH.
 NC1197'
 NC1197'IT IS LOCATED AT THE BUFFALO INTERNATIONAL AIRPORT.
 NC1197'
 NC1197'NOTE--THE CONTROL TOWER WAS ELEVATED ABOUT 30 FEET IN 1962 AND
 NC1197'THE BEACON WAS REPLACED.
 NC1197
 NC1197                          STATION RECOVERY (1980)
 NC1197
 NC1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 NC1197'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NC1197'
 NC1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREATER
 NC1197'BUFFALO INTL AIRPORT.
 NC1197
 NC1197                          STATION RECOVERY (1982)
 NC1197
 NC1197'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1197'AIRPORT BEACON RECOVERED EXCELLENT.
 NC1197'
 NC1197'HORIZ. CONTROL DATA SHEET ATTACHED.
 NC1197
 NC1197                          STATION RECOVERY (1983)
 NC1197
 NC1197'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1197'DESCRIPTION ACCURATE RECOVERED GOOD.
 NC1197
 NC1197                          STATION RECOVERY (1991)
 NC1197
 NC1197'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1197'RECOVERED IN GOOD CONDITION.
 NC1197
 NC1197                          STATION RECOVERY (1991)
 NC1197
 NC1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NC1197'LOCATED AT GREATER BUFFALO INTERNATIONAL AIRPORT, IN THE TOP CENTER OF
 NC1197'THE CONTROL TOWER.  A STANDARD ROTATING GREEN AND WHITE BEACON.
 NC1197'STATION IS A GEODESY POSITION.
 NC1197
 NC1197                          STATION RECOVERY (1994)
 NC1197
 NC1197'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC1197'RECOVERED IN GOOD CONDITION.
 NC1197
 NC1197                          STATION RECOVERY (1995)
 NC1197
 NC1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4419 ***********************************************************************
 KU4419  DESIGNATION -  AIRPORT BCN CALVERTON GRUM APT
 KU4419  PID         -  KU4419
 KU4419  STATE/COUNTY-  NY/SUFFOLK
 KU4419  USGS QUAD   -  WADING RIVER (1967)
 KU4419
 KU4419                         *CURRENT SURVEY CONTROL
 KU4419  ___________________________________________________________________
 KU4419* NAD 83(1996)-  40 55 09.49960(N)    072 47 44.35192(W)     ADJUSTED  
 KU4419* NAVD 88     -                                                        
 KU4419  ___________________________________________________________________
 KU4419  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KU4419  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU4419
 KU4419  HORZ ORDER  -  THIRD
 KU4419
 KU4419.This mark is at Calverton Airport (CCC)
 KU4419
 KU4419.The horizontal coordinates were established by classical geodetic methods
 KU4419.and adjusted by the National Geodetic Survey in January 1999..
 KU4419
 KU4419
 KU4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4419
 KU4419.The geoid height was determined by GEOID03.
 KU4419
 KU4419;                    North         East     Units Scale Factor Converg.
 KU4419;SPC NY L     -    84,275.600   401,447.771   MT  0.99999563   +0 47 15.9
 KU4419;SPC NY L     -   276,494.20  1,317,083.23   sFT  0.99999563   +0 47 15.9
 KU4419;UTM  18      - 4,532,138.689   685,621.441   MT  1.00002409   +1 26 39.3
 KU4419
 KU4419                          SUPERSEDED SURVEY CONTROL
 KU4419
 KU4419  NAD 83(1996)-  40 55 09.50091(N)    072 47 44.35218(W) AD(       ) 4
 KU4419  NAD 83(1992)-  40 55 09.49964(N)    072 47 44.35174(W) AD(       ) 4
 KU4419  NAD 83(1986)-  40 55 09.50345(N)    072 47 44.35501(W) AD(       ) 4
 KU4419  NAD 27      -  40 55 09.15124(N)    072 47 45.98517(W) AD(       ) 3
 KU4419
 KU4419.Superseded values are not recommended for survey control.
 KU4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4419.See file dsdata.txt to determine how the superseded data were derived.
 KU4419
 KU4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8562132139(NAD 83)
 KU4419_MARKER: 21 = AIRPORT BEACON
 KU4419
 KU4419  HISTORY     - Date     Condition        Report By
 KU4419  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4419  HISTORY     - 1976     GOOD             NGS
 KU4419
 KU4419                          STATION DESCRIPTION
 KU4419
 KU4419'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4419'THE STATION IS THE TOP CENTER OF THE REVOLVING, GREEN AND WHITE,
 KU4419'BEACON WHICH IS ATOP THE CONTROL TOWER AT GRUMMAN AIRPORT.  IT
 KU4419'IS ABOUT 80 FEET IN OVER-ALL HEIGHT.
 KU4419'
 KU4419'IT IS LOCATED ON THE GROUNDS OF THE GRUMMAN AIRCRAFT ENGINEERING
 KU4419'CORPORATION WHICH IS ABOUT 3 MILES NORTHWEST OF CALVERTON AND ON
 KU4419'THE SOUTH SIDE OF STATE HIGHWAY 25.
 KU4419
 KU4419                          STATION RECOVERY (1976)
 KU4419
 KU4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 KU4419'THE STATION WAS RECOVERED AS DESCRIBED.
 KU4419'
 KU4419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4419'3 MILES NW OF CALVERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2285 ***********************************************************************
 KU2285  DESIGNATION -  AIRPORT BCN MAC ARTHUR AIRPORT
 KU2285  PID         -  KU2285
 KU2285  STATE/COUNTY-  NY/SUFFOLK
 KU2285  USGS QUAD   -  PATCHOGUE (1967)
 KU2285
 KU2285                         *CURRENT SURVEY CONTROL
 KU2285  ___________________________________________________________________
 KU2285* NAD 83(1996)-  40 47 22.83986(N)    073 06 08.33517(W)     ADJUSTED  
 KU2285* NAVD 88     -                                                        
 KU2285  ___________________________________________________________________
 KU2285  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KU2285  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU2285
 KU2285  HORZ ORDER  -  THIRD
 KU2285
 KU2285.This mark is at Long Island Mac Arthur Airport (ISP)
 KU2285
 KU2285.The horizontal coordinates were established by classical geodetic methods
 KU2285.and adjusted by the National Geodetic Survey in January 1999..
 KU2285
 KU2285
 KU2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2285
 KU2285.The geoid height was determined by GEOID03.
 KU2285
 KU2285;                    North         East     Units Scale Factor Converg.
 KU2285;SPC NY L     -    69,571.191   375,764.768   MT  0.99999545   +0 35 13.8
 KU2285;SPC NY L     -   228,251.48  1,232,821.58   sFT  0.99999545   +0 35 13.8
 KU2285;UTM  18      - 4,517,142.228   660,108.781   MT  0.99991553   +1 14 24.0
 KU2285
 KU2285                          SUPERSEDED SURVEY CONTROL
 KU2285
 KU2285  NAD 83(1996)-  40 47 22.84206(N)    073 06 08.33511(W) AD(       ) 4
 KU2285  NAD 83(1992)-  40 47 22.84101(N)    073 06 08.33465(W) AD(       ) 4
 KU2285  NAD 83(1986)-  40 47 22.84420(N)    073 06 08.33620(W) AD(       ) 4
 KU2285  NAD 27      -  40 47 22.49258(N)    073 06 09.93477(W) AD(       ) 3
 KU2285
 KU2285.Superseded values are not recommended for survey control.
 KU2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2285.See file dsdata.txt to determine how the superseded data were derived.
 KU2285
 KU2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6010917142(NAD 83)
 KU2285_MARKER: 21 = AIRPORT BEACON
 KU2285
 KU2285  HISTORY     - Date     Condition        Report By
 KU2285  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2285  HISTORY     - 1968     GOOD             CGS
 KU2285  HISTORY     - 1975     GOOD             NGS
 KU2285  HISTORY     - 1985     GOOD             USCG
 KU2285
 KU2285                          STATION DESCRIPTION
 KU2285
 KU2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2285'THE STATION IS THE TOP CENTER OF THE BEACON WHICH IS MOUNTED TO
 KU2285'THE TOP CENTER OF AN OCTAGONAL SHAPED OBSERVATION BUILDING ATOP
 KU2285'A SIX STORY BRICK BUILDING JUST WEST OF THE TERMINAL BUILDING
 KU2285'AT MAC ARTHUR AIRPORT IN THE TOWN OF ISLIP.  THE TOP OF THE
 KU2285'BEACON HAS AN OVER-ALL HEIGHT OF 86 FEET.
 KU2285
 KU2285                          STATION RECOVERY (1968)
 KU2285
 KU2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMR)
 KU2285'THE STATION RECOVERED IN GOOD CONDITION. DESCRIPTION GOOD.
 KU2285
 KU2285                          STATION RECOVERY (1975)
 KU2285
 KU2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 KU2285'STATION RECOVERED AS DESCRIBED.
 KU2285'
 KU2285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2285'AT MAC ARTHUR AIRPORT, ISLIP.
 KU2285
 KU2285                          STATION RECOVERY (1985)
 KU2285
 KU2285'RECOVERY NOTE BY US COAST GUARD 1985 (RLW)
 KU2285'STATION FOUND GOOD.
 KU2285'
 KU2285'DESCRIPTION - GOOD.  LOCATION - GOOD.  CONDITION - GOOD.
 KU2285'END OF REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1638 ***********************************************************************
 OD1638  DESIGNATION -  AIRPORT BCN SARATOGA CO APT
 OD1638  PID         -  OD1638
 OD1638  STATE/COUNTY-  NY/SARATOGA
 OD1638  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1638
 OD1638                         *CURRENT SURVEY CONTROL
 OD1638  ___________________________________________________________________
 OD1638* NAD 83(1996)-  43 02 43.41493(N)    073 51 37.58365(W)     ADJUSTED  
 OD1638* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 OD1638  ___________________________________________________________________
 OD1638  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OD1638  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 OD1638
 OD1638  HORZ ORDER  -  THIRD
 OD1638
 OD1638.This mark is at Saratoga County Airport (5B2)
 OD1638
 OD1638.The horizontal coordinates were established by classical geodetic methods
 OD1638.and adjusted by the National Geodetic Survey in January 1999..
 OD1638
 OD1638.The orthometric height was scaled from a topographic map.
 OD1638
 OD1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1638
 OD1638.The geoid height was determined by GEOID03.
 OD1638
 OD1638;                    North         East     Units Scale Factor Converg.
 OD1638;SPC NY E     -   467,912.806   202,106.808   MT  0.99993339   +0 26 11.6
 OD1638;SPC NY E     - 1,535,143.93    663,078.75   sFT  0.99993339   +0 26 11.6
 OD1638;UTM  18      - 4,766,485.704   592,815.689   MT  0.99970598   +0 46 40.4
 OD1638
 OD1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1638!SPC NY E     -   0.99998445  x   0.99993339  =   0.99991784
 OD1638!UTM  18      -   0.99998445  x   0.99970598  =   0.99969043
 OD1638
 OD1638                          SUPERSEDED SURVEY CONTROL
 OD1638
 OD1638  NAD 83(1996)-  43 02 43.41689(N)    073 51 37.58565(W) AD(       ) 4
 OD1638  NAD 83(1996)-  43 02 43.41719(N)    073 51 37.58542(W) AD(       ) 4
 OD1638  NAD 83(1992)-  43 02 43.41842(N)    073 51 37.58476(W) AD(       ) 4
 OD1638  NAD 83(1992)-  43 02 43.41868(N)    073 51 37.58442(W) AD(       ) 4
 OD1638  NAD 83(1986)-  43 02 43.41935(N)    073 51 37.58325(W) AD(       ) 4
 OD1638  NAD 27      -  43 02 43.15125(N)    073 51 39.14209(W) AD(       ) 3
 OD1638
 OD1638.Superseded values are not recommended for survey control.
 OD1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1638.See file dsdata.txt to determine how the superseded data were derived.
 OD1638
 OD1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9281666486(NAD 83)
 OD1638_MARKER: 21 = AIRPORT BEACON
 OD1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1638+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 OD1638
 OD1638  HISTORY     - Date     Condition        Report By
 OD1638  HISTORY     - 1973     FIRST OBSERVED   NGS
 OD1638  HISTORY     - 19980922 GOOD             USPSQD
 OD1638  HISTORY     - 20020805 GOOD             USPSQD
 OD1638  HISTORY     - 20030805 GOOD             USPSQD
 OD1638  HISTORY     - 20040805 GOOD             USPSQD
 OD1638  HISTORY     - 20050805 GOOD             USPSQD
 OD1638
 OD1638                          STATION DESCRIPTION
 OD1638
 OD1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OD1638'THE STATION, AIRPORT BEACON SARATOGA COUNTY AIRPORT, IS THE CENTER
 OD1638'OF A ROTATING BEACON MOUNTED ATOP A 4 LEGGED SELF-SUPPORTED STEEL
 OD1638'STRUCTURE WITH AN OVERALL HEIGHT OF 50 FEET.  A TRAVERSE CONNECTION
 OD1638'WAS MADE TO TRIANGULATION STATION MILTON 2, THE DISTANCE BEING
 OD1638'63.82 FEET OR 19.452 METERS.
 OD1638'
 OD1638'THE STATION IS OWNED BY AND ON THE PROPERTY OF SARATOGA COUNTY.
 OD1638
 OD1638                          STATION RECOVERY (1998)
 OD1638
 OD1638'RECOVERY NOTE BY US POWER SQUADRON 1998
 OD1638'RECOVERED IN GOOD CONDITION.
 OD1638
 OD1638                          STATION RECOVERY (2002)
 OD1638
 OD1638'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1638'RECOVERED IN GOOD CONDITION.
 OD1638
 OD1638                          STATION RECOVERY (2003)
 OD1638
 OD1638'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1638'RECOVERED IN GOOD CONDITION.
 OD1638
 OD1638                          STATION RECOVERY (2004)
 OD1638
 OD1638'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1638'RECOVERED IN GOOD CONDITION.
 OD1638
 OD1638                          STATION RECOVERY (2005)
 OD1638
 OD1638'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2607 ***********************************************************************
 MZ2607  DESIGNATION -  AIRPORT BCN SCHENECTADY CO APT
 MZ2607  PID         -  MZ2607
 MZ2607  STATE/COUNTY-  NY/SCHENECTADY
 MZ2607  USGS QUAD   -  SCHENECTADY (1980)
 MZ2607
 MZ2607                         *CURRENT SURVEY CONTROL
 MZ2607  ___________________________________________________________________
 MZ2607* NAD 83(1996)-  42 51 17.70663(N)    073 56 12.27261(W)     ADJUSTED  
 MZ2607* NAVD 88     -                                                        
 MZ2607  ___________________________________________________________________
 MZ2607  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 MZ2607  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MZ2607
 MZ2607  HORZ ORDER  -  THIRD
 MZ2607
 MZ2607.This mark is at Schenectady Airport (SCH)
 MZ2607
 MZ2607.The horizontal coordinates were established by classical geodetic methods
 MZ2607.and adjusted by the National Geodetic Survey in January 1999..
 MZ2607
 MZ2607
 MZ2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2607
 MZ2607.The geoid height was determined by GEOID03.
 MZ2607
 MZ2607;                    North         East     Units Scale Factor Converg.
 MZ2607;SPC NY E     -   446,710.154   196,031.936   MT  0.99992606   +0 22 59.2
 MZ2607;SPC NY E     - 1,465,581.56    643,148.11   sFT  0.99992606   +0 22 59.2
 MZ2607;UTM  18      - 4,745,252.193   586,868.380   MT  0.99969283   +0 43 23.6
 MZ2607
 MZ2607                          SUPERSEDED SURVEY CONTROL
 MZ2607
 MZ2607  NAD 83(1996)-  42 51 17.71051(N)    073 56 12.27337(W) AD(       ) 4
 MZ2607  NAD 83(1992)-  42 51 17.71096(N)    073 56 12.27310(W) AD(       ) 4
 MZ2607  NAD 83(1986)-  42 51 17.71094(N)    073 56 12.27252(W) AD(       ) 4
 MZ2607  NAD 27      -  42 51 17.43598(N)    073 56 13.82400(W) AD(       ) 3
 MZ2607
 MZ2607.Superseded values are not recommended for survey control.
 MZ2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2607.See file dsdata.txt to determine how the superseded data were derived.
 MZ2607
 MZ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8686845252(NAD 83)
 MZ2607_MARKER: 21 = AIRPORT BEACON
 MZ2607
 MZ2607  HISTORY     - Date     Condition        Report By
 MZ2607  HISTORY     - 1973     FIRST OBSERVED   NGS
 MZ2607  HISTORY     - 1974     GOOD             NGS
 MZ2607  HISTORY     - 19810615 GOOD             NGS
 MZ2607  HISTORY     - 19990503 GOOD             USPSQD
 MZ2607
 MZ2607                          STATION DESCRIPTION
 MZ2607
 MZ2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2607'THE STATION, AIRPORT BEACON SCHENECTADY COUNTY AIRPORT, IS THE
 MZ2607'CENTER OF THE REVOLVING BEACON LIGHT THAT IS MOUNTED ATOP A
 MZ2607'4-LEGGED STEEL STRUCTURE AND IS 50 FEET HIGH.  IT IS AT THE
 MZ2607'SCHENECTADY COUNTY AIRPORT, ABOUT 1,000 FEET WEST OF THE CONTROL
 MZ2607'TOWER AND ABOUT 500 FEET EAST OF STATE HIGHWAY 50.
 MZ2607
 MZ2607                          STATION RECOVERY (1974)
 MZ2607
 MZ2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 MZ2607'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MZ2607'
 MZ2607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2607'AT SCHENECTADY COUNTY AIRPORT, SCOTIA.
 MZ2607
 MZ2607                          STATION RECOVERY (1981)
 MZ2607
 MZ2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MZ2607'THE AIRPORT BEACON AT SCHENECTADY COUNTY APT IS LOCATED S OF RUNWAY
 MZ2607'END 15.  THE STATION IS 31 FT (9.4 M) SE OF THE SW CORNER OF A
 MZ2607'CONCRETE BUILDING AND 18 FT (5.5 M) SW OF THE SE CORNER OF THIS SAME
 MZ2607'BUILDING.  THE STATION IS THE SUPPORT SPINDLE FOR THE BEACON LIGHT.
 MZ2607'NOTE, BEACON LIGHT REMOVED, SPINDLE REMAINS.
 MZ2607
 MZ2607                          STATION RECOVERY (1999)
 MZ2607
 MZ2607'RECOVERY NOTE BY US POWER SQUADRON 1999
 MZ2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4337 ***********************************************************************
 KU4337  DESIGNATION -  AIRPORT BCN SUFFOLK CO AFB
 KU4337  PID         -  KU4337
 KU4337  STATE/COUNTY-  NY/SUFFOLK
 KU4337  USGS QUAD   -  EASTPORT (1956)
 KU4337
 KU4337                         *CURRENT SURVEY CONTROL
 KU4337  ___________________________________________________________________
 KU4337* NAD 83(1996)-  40 50 41.40144(N)    072 38 29.47300(W)     ADJUSTED  
 KU4337* NAVD 88     -                                                        
 KU4337  ___________________________________________________________________
 KU4337  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KU4337  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU4337
 KU4337  HORZ ORDER  -  THIRD
 KU4337
 KU4337.This mark is at The Francis S Gabreski Airport (FOK)
 KU4337
 KU4337.The horizontal coordinates were established by classical geodetic methods
 KU4337.and adjusted by the National Geodetic Survey in January 1999..
 KU4337
 KU4337
 KU4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4337
 KU4337.The geoid height was determined by GEOID03.
 KU4337
 KU4337;                    North         East     Units Scale Factor Converg.
 KU4337;SPC NY L     -    76,196.356   414,558.389   MT  0.99999490   +0 53 18.8
 KU4337;SPC NY L     -   249,987.54  1,360,096.98   sFT  0.99999490   +0 53 18.8
 KU4337;UTM  18      - 4,524,209.487   698,824.419   MT  1.00008658   +1 32 34.7
 KU4337
 KU4337                          SUPERSEDED SURVEY CONTROL
 KU4337
 KU4337  NAD 83(1996)-  40 50 41.40238(N)    072 38 29.47368(W) AD(       ) 4
 KU4337  NAD 83(1992)-  40 50 41.40112(N)    072 38 29.47326(W) AD(       ) 4
 KU4337  NAD 83(1986)-  40 50 41.40547(N)    072 38 29.47698(W) AD(       ) 4
 KU4337  NAD 27      -  40 50 41.04865(N)    072 38 31.13070(W) AD(       ) 3
 KU4337
 KU4337.Superseded values are not recommended for survey control.
 KU4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4337.See file dsdata.txt to determine how the superseded data were derived.
 KU4337
 KU4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9882424209(NAD 83)
 KU4337_MARKER: 21 = AIRPORT BEACON
 KU4337
 KU4337  HISTORY     - Date     Condition        Report By
 KU4337  HISTORY     - 1965     FIRST OBSERVED   CGS
 KU4337  HISTORY     - 19941208 GOOD             USPSQD
 KU4337
 KU4337                          STATION DESCRIPTION
 KU4337
 KU4337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4337'THE STATION IS THE TOP CENTER OF THE REVOLVING BEACON MOUNTED ON
 KU4337'THE TOP OF A 75 FOOT SKELETON TOWER WITH A 14 FOOT
 KU4337'SQUARE BASE.  THE TOWER IS PAINTED ALTERNATELY RED AND WHITE.
 KU4337'
 KU4337'THE BEACON IS LOCATED 0.1 MILE EAST AND 1 BLOCK NORTH OF THE
 KU4337'MAIN GATE INTO THE AIR BASE AND NEAR THE NORTH SIDE OF THE BASE.
 KU4337'
 KU4337'THIS BEACON TOWER REPLACES THE ORIGINAL WOODEN TOWER THAT
 KU4337'WAS TORN DOWN IN 1955.
 KU4337
 KU4337                          STATION RECOVERY (1994)
 KU4337
 KU4337'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU4337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1461 ***********************************************************************
 OD1461  DESIGNATION -  AIRPORT BCN WARREN CO APT
 OD1461  PID         -  OD1461
 OD1461  STATE/COUNTY-  NY/WARREN
 OD1461  USGS QUAD   -  HUDSON FALLS (1966)
 OD1461
 OD1461                         *CURRENT SURVEY CONTROL
 OD1461  ___________________________________________________________________
 OD1461* NAD 83(1996)-  43 20 23.43908(N)    073 36 05.69807(W)     ADJUSTED  
 OD1461* NAVD 88     -                                                        
 OD1461  ___________________________________________________________________
 OD1461  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 OD1461  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OD1461
 OD1461  HORZ ORDER  -  THIRD
 OD1461
 OD1461.This mark is at Warren County Airport (GFL)
 OD1461
 OD1461.The horizontal coordinates were established by classical geodetic methods
 OD1461.and adjusted by the National Geodetic Survey in January 1999..
 OD1461
 OD1461
 OD1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1461
 OD1461.The geoid height was determined by GEOID03.
 OD1461
 OD1461;                    North         East     Units Scale Factor Converg.
 OD1461;SPC NY E     -   500,815.505   222,845.665   MT  0.99996525   +0 36 59.9
 OD1461;SPC NY E     - 1,643,092.20    731,119.49   sFT  0.99996525   +0 36 59.9
 OD1461;UTM  18      - 4,799,504.533   613,353.152   MT  0.99975805   +0 57 35.5
 OD1461
 OD1461                          SUPERSEDED SURVEY CONTROL
 OD1461
 OD1461  NAD 83(1996)-  43 20 23.44101(N)    073 36 05.69756(W) AD(       ) 4
 OD1461  NAD 83(1992)-  43 20 23.44143(N)    073 36 05.69724(W) AD(       ) 4
 OD1461  NAD 83(1986)-  43 20 23.44266(N)    073 36 05.69804(W) AD(       ) 4
 OD1461  NAD 27      -  43 20 23.18292(N)    073 36 07.28166(W) AD(       ) 3
 OD1461
 OD1461.Superseded values are not recommended for survey control.
 OD1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1461.See file dsdata.txt to determine how the superseded data were derived.
 OD1461
 OD1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1335399505(NAD 83)
 OD1461_MARKER: 21 = AIRPORT BEACON
 OD1461
 OD1461  HISTORY     - Date     Condition        Report By
 OD1461  HISTORY     - 1973     FIRST OBSERVED   NGS
 OD1461  HISTORY     - 19910615 GOOD             USPSQD
 OD1461
 OD1461                          STATION DESCRIPTION
 OD1461
 OD1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OD1461'THE BEACON IS LOCATED ABOUT 1150 FT. SE OF THE SE CORNER OF THE
 OD1461'ADMINISTRATION BUILDING TO ABOUT 100 FT. W OF COUNTY LINE ROAD.
 OD1461
 OD1461                          STATION RECOVERY (1991)
 OD1461
 OD1461'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBL)
 OD1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3928 ***********************************************************************
 LX3928  DESIGNATION -  AIRPORT BCN WESTCHESTER CO APT
 LX3928  PID         -  LX3928
 LX3928  STATE/COUNTY-  NY/WESTCHESTER
 LX3928  USGS QUAD   -  GLENVILLE (1971)
 LX3928
 LX3928                         *CURRENT SURVEY CONTROL
 LX3928  ___________________________________________________________________
 LX3928* NAD 83(1996)-  41 04 01.91297(N)    073 42 13.37886(W)     ADJUSTED  
 LX3928* NAVD 88     -                                                        
 LX3928  ___________________________________________________________________
 LX3928  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 LX3928  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX3928
 LX3928  HORZ ORDER  -  THIRD
 LX3928
 LX3928.This mark is at Westchester County Airport (HPN)
 LX3928
 LX3928.The horizontal coordinates were established by classical geodetic methods
 LX3928.and adjusted by the National Geodetic Survey in January 1999..
 LX3928
 LX3928
 LX3928.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3928
 LX3928.The geoid height was determined by GEOID03.
 LX3928
 LX3928;                    North         East     Units Scale Factor Converg.
 LX3928;SPC NY E     -   248,314.974   216,920.990   MT  0.99995510   +0 31 23.3
 LX3928;SPC NY E     -   814,680.04    711,681.61   sFT  0.99995510   +0 31 23.3
 LX3928;SPC CT       -   178,814.949   224,641.397   MT  1.00001607   -0 37 56.5
 LX3928;SPC CT       -   586,662.05    737,010.98   sFT  1.00001607   -0 37 56.5
 LX3928;UTM  18      - 4,547,026.163   608,909.933   MT  0.99974598   +0 51 06.0
 LX3928
 LX3928                          SUPERSEDED SURVEY CONTROL
 LX3928
 LX3928  NAD 83(1996)-  41 04 01.91326(N)    073 42 13.37914(W) AD(       ) 4
 LX3928  NAD 83(1992)-  41 04 01.91214(N)    073 42 13.37944(W) AD(       ) 4
 LX3928  NAD 83(1986)-  41 04 01.91473(N)    073 42 13.37888(W) AD(       ) 4
 LX3928  NAD 27      -  41 04 01.56556(N)    073 42 14.91041(W) AD(       ) 3
 LX3928
 LX3928.Superseded values are not recommended for survey control.
 LX3928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3928.See file dsdata.txt to determine how the superseded data were derived.
 LX3928
 LX3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0891047026(NAD 83)
 LX3928_MARKER: 21 = AIRPORT BEACON
 LX3928_SETTING: 0 = UNSPECIFIED SETTING
 LX3928
 LX3928  HISTORY     - Date     Condition        Report By
 LX3928  HISTORY     - 1966     FIRST OBSERVED   CGS
 LX3928  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3928  HISTORY     - 19900601 GOOD             NGS
 LX3928
 LX3928                          STATION DESCRIPTION
 LX3928
 LX3928'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3928'THE POINT INTERSECTED WAS THE REVOLVING BEACON SHAFT LOCATED AT
 LX3928'THE BASE OF THE BEACON HEAD.  IT IS 77 FEET ABOVE GROUND LEVEL
 LX3928'AND IS LOCATED ON THE TOP OF THE CONTROL TOWER AT THE
 LX3928'WESTCHESTER COUNTY AIRPORT.  THE AIRPORT IS ABOUT 5 MILES
 LX3928'NORTHEAST OF WHITE PLAINS AND 1/2 MILE WEST OF THE NEW
 LX3928'YORK-CONNECTICUT BOUNDARY.
 LX3928
 LX3928                          STATION RECOVERY (1977)
 LX3928
 LX3928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3928'STATION RECOVERED AS DESCRIBED.  THE CONTROL TOWER AT THIS
 LX3928'STATION IN NON-OPERATIONAL.
 LX3928'
 LX3928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3928'STATION IS LOCATED AT THE AIRPORT.
 LX3928
 LX3928                          STATION RECOVERY (1990)
 LX3928
 LX3928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LX3928'THE STATION IS LOCATED AT THE WESTCHESTER COUNTY AIRPORT ATOP THE OLD
 LX3928'CONTROL TOWER SOUTHEAST OF THE TERMINAL BUILDING AT HANGAR A.  THE
 LX3928'STATION IS A STANDARD 36 INCH GREEN AND WHITE ROTATING BEACON.  THE
 LX3928'POINT OBSERVED WAS THE SPINDLE DIRECTLY BELOW THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0983 ***********************************************************************
 NC0983  DESIGNATION -  AIRPORT BEACON OLEAN MUN APT
 NC0983  PID         -  NC0983
 NC0983  STATE/COUNTY-  NY/CATTARAUGUS
 NC0983  USGS QUAD   -  CUBA (1979)
 NC0983
 NC0983                         *CURRENT SURVEY CONTROL
 NC0983  ___________________________________________________________________
 NC0983* NAD 83(1996)-  42 14 48.60701(N)    078 22 15.10697(W)     ADJUSTED  
 NC0983* NAVD 88     -                                                        
 NC0983  ___________________________________________________________________
 NC0983  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 NC0983  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 NC0983
 NC0983  HORZ ORDER  -  THIRD
 NC0983
 NC0983.This mark is at Cattaraugus County-Olean Airport (OLE)
 NC0983
 NC0983.The horizontal coordinates were established by classical geodetic methods
 NC0983.and adjusted by the National Geodetic Survey in January 1999..
 NC0983
 NC0983
 NC0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0983
 NC0983.The geoid height was determined by GEOID03.
 NC0983
 NC0983;                    North         East     Units Scale Factor Converg.
 NC0983;SPC NY W     -   249,531.509   367,534.039   MT  0.99994128   +0 08 34.3
 NC0983;SPC NY W     -   818,671.29  1,205,817.93   sFT  0.99994128   +0 08 34.3
 NC0983;SPC PA N     -   231,207.056   548,757.574   MT  1.00006169   -0 24 38.6
 NC0983;SPC PA N     -   758,551.82  1,800,382.14   sFT  1.00006169   -0 24 38.6
 NC0983;UTM  17      - 4,680,529.737   716,902.794   MT  1.00017891   +1 46 06.0
 NC0983
 NC0983                          SUPERSEDED SURVEY CONTROL
 NC0983
 NC0983  NAD 83(1986)-  42 14 48.61036(N)    078 22 15.10361(W) AD(       ) 4
 NC0983  NAD 27      -  42 14 48.37279(N)    078 22 16.03503(W) AD(       ) 3
 NC0983
 NC0983.Superseded values are not recommended for survey control.
 NC0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0983.See file dsdata.txt to determine how the superseded data were derived.
 NC0983
 NC0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG1690380530(NAD 83)
 NC0983_MARKER: 21 = AIRPORT BEACON
 NC0983_SETTING: 0 = UNSPECIFIED SETTING
 NC0983
 NC0983  HISTORY     - Date     Condition        Report By
 NC0983  HISTORY     - 1964     FIRST OBSERVED   CGS
 NC0983  HISTORY     - 19840615 GOOD             NGS
 NC0983  HISTORY     - 20020729 GOOD             USPSQD
 NC0983
 NC0983                          STATION DESCRIPTION
 NC0983
 NC0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC0983'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ON
 NC0983'THE TOP OF A SMALL HILL 0.4 MILE NORTH-NORTHEAST OF THE OLEAN
 NC0983'MUNICIPAL AIRPORT HANGAR AND OFFICE BUILDING, ABOUT 3/4 MILE
 NC0983'SOUTHEAST OF ISCHUA, ABOUT 5 MILES NORTH OF HINSDALE, ABOUT 5-1/2
 NC0983'MILES NORTHWEST OF CUBA, ABOUT 12 MILES NORTH-NORTHEAST OF
 NC0983'OLEAN.  IT IS A STANDARD BEACON LOCATED AT THE TOP OF A 4 LEGGED
 NC0983'STEEL TOWER, PAINTED ORANGE AND WHITE.  THE OVERALL HEIGHT OF
 NC0983'THE BEACON IS 30 FEET.
 NC0983'
 NC0983'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ISCHUA
 NC0983'1964, THE DISTANCE BEING 75.75 FEET AND 23.089 METERS.
 NC0983
 NC0983                          STATION RECOVERY (1984)
 NC0983
 NC0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NC0983'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ON THE TOP
 NC0983'OF A SMALL HILL AT THE OLEAN MUNI AIRPORT.  IT IS A STANDARD BEACON
 NC0983'LOCATED AT THE TOP OF A 4 LEGGED STEEL TOWER, PAINTED ORANGE AND
 NC0983'WHITE.  THE OVERALL HEIGHT OF THE BEACON IS 30 FT. (9.1 M).
 NC0983
 NC0983                          STATION RECOVERY (2002)
 NC0983
 NC0983'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1799 ***********************************************************************
 NB1799  DESIGNATION -  AIRPORT BEACON TOMPKINS CO APT
 NB1799  PID         -  NB1799
 NB1799  STATE/COUNTY-  NY/TOMPKINS
 NB1799  USGS QUAD   -  ITHACA EAST (1978)
 NB1799
 NB1799                         *CURRENT SURVEY CONTROL
 NB1799  ___________________________________________________________________
 NB1799* NAD 83(1996)-  42 29 17.54032(N)    076 27 33.57237(W)     ADJUSTED  
 NB1799* NAVD 88     -                                                        
 NB1799  ___________________________________________________________________
 NB1799  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 NB1799  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NB1799
 NB1799  HORZ ORDER  -  THIRD
 NB1799
 NB1799.This mark is at Tompkins County Airport (ITH)
 NB1799
 NB1799.The horizontal coordinates were established by classical geodetic methods
 NB1799.and adjusted by the National Geodetic Survey in January 1999..
 NB1799
 NB1799
 NB1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1799
 NB1799.The geoid height was determined by GEOID03.
 NB1799
 NB1799;                    North         East     Units Scale Factor Converg.
 NB1799;SPC NY C     -   276,326.949   260,194.587   MT  0.99993878   +0 05 01.5
 NB1799;SPC NY C     -   906,582.67    853,655.07   sFT  0.99993878   +0 05 01.5
 NB1799;UTM  18      - 4,705,015.182   380,069.162   MT  0.99977697   -0 59 08.9
 NB1799
 NB1799                          SUPERSEDED SURVEY CONTROL
 NB1799
 NB1799  NAD 83(1986)-  42 29 17.54580(N)    076 27 33.57156(W) AD(       ) 4
 NB1799  NAD 27      -  42 29 17.20420(N)    076 27 34.80998(W) AD(       ) 3
 NB1799
 NB1799.Superseded values are not recommended for survey control.
 NB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1799.See file dsdata.txt to determine how the superseded data were derived.
 NB1799
 NB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN8006905015(NAD 83)
 NB1799_MARKER: 21 = AIRPORT BEACON
 NB1799_SETTING: 0 = UNSPECIFIED SETTING
 NB1799
 NB1799  HISTORY     - Date     Condition        Report By
 NB1799  HISTORY     - 1964     FIRST OBSERVED   CGS
 NB1799  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NB1799  HISTORY     - 19920615 GOOD             NGS
 NB1799  HISTORY     - 20010331 GOOD             NGS
 NB1799  HISTORY     - 20060822 MARK NOT FOUND   USPSQD
 NB1799
 NB1799                          STATION DESCRIPTION
 NB1799
 NB1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ETO)
 NB1799'THE STATION IS LOCATED ON A RED AND WHITE SKELETON STRUCTURE
 NB1799'BESIDE THE AIRPORT PARKING LOT EAST OF THE AIRPORT TERMINAL.  IT
 NB1799'IS A GREEN AND WHITE FLASHING LIGHT.
 NB1799
 NB1799                          STATION RECOVERY (1977)
 NB1799
 NB1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 NB1799'STATION RECOVERED AS DESCRIBED.
 NB1799'
 NB1799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1799'AT TOMPKINS COUNTY AIRPORT.
 NB1799
 NB1799                          STATION RECOVERY (1992)
 NB1799
 NB1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NB1799'THE STATION IS LOCATED ON A RED AND WHITE SKELETAL STRUCTURE ABOUT 40
 NB1799'FT (12.2 M) IN HEIGHT WHICH IS BESIDE THE AIRPORT PARKING LOT EAST OF
 NB1799'THE AIRPORT TERMINAL.  IT IS A GREEN AND WHITE FLASHING.
 NB1799
 NB1799                          STATION RECOVERY (2001)
 NB1799
 NB1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1799'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB1799
 NB1799                          STATION RECOVERY (2006)
 NB1799
 NB1799'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 NB1799'THE AIRPORT BEACON AT ITHACA AIRPORT HAS BEEN MOVED. IT IS NOW ON TOP
 NB1799'OF THE ADMINISTRATION BUILDING. THE NEW COORDINATES ARE N 42 29 17.0,
 NB1799'AND N 076 27 31.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4151 ***********************************************************************
 KU4151  DESIGNATION -  AIRPORT BN E HAMPTON APT 1965
 KU4151  PID         -  KU4151
 KU4151  STATE/COUNTY-  NY/SUFFOLK
 KU4151  USGS QUAD   -  EAST HAMPTON (1976)
 KU4151
 KU4151                         *CURRENT SURVEY CONTROL
 KU4151  ___________________________________________________________________
 KU4151* NAD 83(1996)-  40 57 41.18064(N)    072 14 56.42944(W)     ADJUSTED  
 KU4151* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU4151  ___________________________________________________________________
 KU4151  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KU4151  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4151
 KU4151  HORZ ORDER  -  SECOND
 KU4151
 KU4151.This mark is at East Hampton Airport (HTO)
 KU4151
 KU4151.The horizontal coordinates were established by classical geodetic methods
 KU4151.and adjusted by the National Geodetic Survey in January 1999..
 KU4151
 KU4151.The orthometric height was scaled from a topographic map.
 KU4151
 KU4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4151
 KU4151.The geoid height was determined by GEOID03.
 KU4151
 KU4151;                    North         East     Units Scale Factor Converg.
 KU4151;SPC NY L     -    89,730.442   447,395.556   MT  0.99999678   +1 08 43.1
 KU4151;SPC NY L     -   294,390.63  1,467,830.25   sFT  0.99999678   +1 08 43.1
 KU4151;UTM  18      - 4,538,121.408   731,510.076   MT  1.00025971   +1 48 15.2
 KU4151
 KU4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4151!SPC NY L     -   1.00000308  x   0.99999678  =   0.99999986
 KU4151!UTM  18      -   1.00000308  x   1.00025971  =   1.00026280
 KU4151
 KU4151                          SUPERSEDED SURVEY CONTROL
 KU4151
 KU4151  NAD 83(1996)-  40 57 41.18072(N)    072 14 56.42972(W) AD(       ) 2
 KU4151  NAD 83(1992)-  40 57 41.17932(N)    072 14 56.42923(W) AD(       ) 2
 KU4151  NAD 83(1986)-  40 57 41.18213(N)    072 14 56.43573(W) AD(       ) 2
 KU4151  NAD 27      -  40 57 40.82523(N)    072 14 58.14234(W) AD(       ) 2
 KU4151
 KU4151.Superseded values are not recommended for survey control.
 KU4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4151.See file dsdata.txt to determine how the superseded data were derived.
 KU4151
 KU4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3151038121(NAD 83)
 KU4151_MARKER: 21 = AIRPORT BEACON
 KU4151_MARK LOGO: CGS   
 KU4151
 KU4151  HISTORY     - Date     Condition        Report By
 KU4151  HISTORY     - 1965     FIRST OBSERVED   CGS
 KU4151  HISTORY     - 19840915 GOOD             NGS
 KU4151  HISTORY     - 19960324 MARK NOT FOUND   USPSQD
 KU4151
 KU4151                          STATION DESCRIPTION
 KU4151
 KU4151'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4151'THE STATION IS THE TOP CENTER OF THE REVOLVING BEACON MOUNTED ON
 KU4151'THE TOP OF A WOODEN PLATFORM WHICH IS BOLTED TO THE TOP OF FOUR
 KU4151'32 FOOT WOODEN POLES WITH A 10-FOOT SQUARE BASE.  THE POLES ARE
 KU4151'BLACK AND THE PLATFORM IS NOT PAINTED.  THE BEACON IS PAINTED RED
 KU4151'AND THE OVERALL HEIGHT IS 36 FEET.
 KU4151'
 KU4151'THE STATION IS LOCATED AT THE EAST HAMPTON AIRPORT, 4 MILES WEST
 KU4151'OF EAST HAMPTON, 3-1/2 MILES NORTHEAST OF BRIDGEHAMPTON, 1
 KU4151'MILE NORTH OF STATE HIGHWAY 27 AND 36 PACES NORTH-NORTHWEST OF
 KU4151'THE SMALL TERMINAL BUILDING.
 KU4151'
 KU4151'THE CENTER OF THE BEACON FROM STATION AIRPORT 1965 IS--22.44
 KU4151'FEET, 6.840 METERS.
 KU4151
 KU4151                          STATION RECOVERY (1984)
 KU4151
 KU4151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KU4151'THIS STATION IS LOCATED AT THE EAST HAMPTON AIRPORT NEAR THE TERMINAL
 KU4151'BUILDING.  IT IS LOCATED JUST NORTH OF THE TERMINAL BUILDING AT THE
 KU4151'CORNER OF THE ROAD THAT PASSES THE TERMINAL BUILDING AND THE SMALL
 KU4151'PAVED PARKING LOT THAT SERVES THE FLYING SERVICE BUILDING.  THE BEACON
 KU4151'CONSISTS OF TWO FLOODLIGHTS MOUNTED ON A SINGLE METAL POLE. THE POINT
 KU4151'OBSERVED WAS THE SUPPORTING POLE JUST BELOW THE PLATFORM. THE POINT
 KU4151'WAS USED SINCE THE BEACON CAN BE MOVED ON THE POLE WHENEVER IT IS
 KU4151'SERVICED.
 KU4151
 KU4151                          STATION RECOVERY (1996)
 KU4151
 KU4151'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2380 ***********************************************************************
 AE2380  DESIGNATION -  AIRPORT MAGNETIC
 AE2380  PID         -  AE2380
 AE2380  STATE/COUNTY-  NY/DUTCHESS
 AE2380  USGS QUAD   -  POUGHKEEPSIE (1995)
 AE2380
 AE2380                         *CURRENT SURVEY CONTROL
 AE2380  ___________________________________________________________________
 AE2380* NAD 83(1996)-  41 37 49.50344(N)    073 53 06.01018(W)     ADJUSTED  
 AE2380* NAVD 88     -        47.0    (meters)     154.     (feet)  GPS OBS   
 AE2380  ___________________________________________________________________
 AE2380  X           -   1,325,205.989 (meters)                     COMP
 AE2380  Y           -  -4,586,777.440 (meters)                     COMP
 AE2380  Z           -   4,215,020.073 (meters)                     COMP
 AE2380  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 AE2380  ELLIP HEIGHT-          15.45  (meters)          (02/24/03) GPS OBS
 AE2380  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 AE2380
 AE2380  HORZ ORDER  -  THIRD
 AE2380  ELLP ORDER  -  FOURTH    CLASS I
 AE2380
 AE2380.This mark is at Dutchess County Airport (POU)
 AE2380
 AE2380.The horizontal coordinates were established by GPS observations
 AE2380.and adjusted by the National Geodetic Survey in January 1998..
 AE2380
 AE2380.The orthometric height was determined by GPS observations and a
 AE2380.high-resolution geoid model.
 AE2380
 AE2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2380
 AE2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2380
 AE2380.The ellipsoidal height was determined by GPS observations
 AE2380.and is referenced to NAD 83.
 AE2380
 AE2380.The geoid height was determined by GEOID03.
 AE2380
 AE2380;                    North         East     Units Scale Factor Converg.
 AE2380;SPC NY E     -   310,737.446   201,241.747   MT  0.99993230   +0 24 30.8
 AE2380;SPC NY E     - 1,019,477.77    660,240.63   sFT  0.99993230   +0 24 30.8
 AE2380;UTM  18      - 4,609,343.622   592,874.508   MT  0.99970615   +0 44 26.8
 AE2380
 AE2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2380!SPC NY E     -   0.99999758  x   0.99993230  =   0.99992988
 AE2380!UTM  18      -   0.99999758  x   0.99970615  =   0.99970373
 AE2380
 AE2380:                Primary Azimuth Mark                     Grid Az
 AE2380:SPC NY E     -  ARP                                      153 06 30.7
 AE2380:UTM  18      -  ARP                                      152 46 34.7
 AE2380
 AE2380|---------------------------------------------------------------------|
 AE2380| PID    Reference Object                     Distance      Geod. Az  |
 AE2380|                                                           dddmmss.s |
 AE2380| LX1523 ARP                                 449.506 METERS 1533101.5 |
 AE2380|---------------------------------------------------------------------|
 AE2380
 AE2380                          SUPERSEDED SURVEY CONTROL
 AE2380
 AE2380  ELLIP H (01/15/98)   15.42   (m)                       GP(       ) 4 1
 AE2380
 AE2380.Superseded values are not recommended for survey control.
 AE2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2380.See file dsdata.txt to determine how the superseded data were derived.
 AE2380
 AE2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9287509344(NAD 83)
 AE2380_MARKER: DM = MAGNETIC STATION DISK
 AE2380_SETTING: 0 = UNSPECIFIED SETTING
 AE2380_SP_SET: ASPHALT
 AE2380_STAMPING: AIRPOR
 AE2380_MARK LOGO: CGS   
 AE2380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2380+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1997
 AE2380
 AE2380  HISTORY     - Date     Condition        Report By
 AE2380  HISTORY     - 1985     MONUMENTED       CGS
 AE2380  HISTORY     - 19920615 GOOD             NGS
 AE2380  HISTORY     - 19970911 SEE DESCRIPTION  NGS
 AE2380
 AE2380                          STATION DESCRIPTION
 AE2380
 AE2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AE2380'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE AIRPORT NEAR
 AE2380'RUNWAY END 15.  IT IS 119.9 FT (36.5 M) EAST OF THE CENTERLINE END OF
 AE2380'RUNWAY 15, 99.6 FT (30.4 M) SOUTHEAST OF THE OUTBOARD (NE ONE OF 6)
 AE2380'THRESHOLD LIGHTS, AND 40.6 FT (12.4 M) NORTH OF THE FIRST RUNWAY LIGHT
 AE2380'SOUTHEAST OF THE END.  IT IS A CGS MAGNETIC STATION DISK SET IN A FOUR
 AE2380'FOOT SQUARE OF ASPHALT.  NO INFORMATION IS AVAILABLE REGARDING HOW THE
 AE2380'DISK WAS SET ON THE DEPTH OF STABILITY OF THE MATERIAL IT IS SET IN.
 AE2380'THE DISK WAS APPARENTLY STAMPED AIRPORT BUT THE STAMPING HAS BEEN
 AE2380'ALMOST COMPLETELY OBSCURED.  THE POINT POSITIONED WAS A PUNCHMARK IN
 AE2380'THE CENTER OF THE SIX-POINTED STAR CAST IN THE DISK.
 AE2380
 AE2380                          STATION RECOVERY (1997)
 AE2380
 AE2380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 AE2380'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 AE2380'IS LOCATED ALONG THE SOUTH SIDE OF THE CITY OF POUGHKEEPSIE, AT THE
 AE2380'DUTCHESS COUNTY AIRPORT (POU) .  CONTACT AIRPORT AUTHORITY AT 263 NEW
 AE2380'HACKENSACK ROAD, WAPPINGERS FALLS, NY, ZIP 12590, PHONE (914)
 AE2380'463-6000.  ENTER THE AIRFIELD AT THE GATE BETWEEN THE TERMINAL AND THE
 AE2380'AIR TRAFFIC CONTROL TOWER, THENCE CONTINUE AHEAD NORTHWEST FOR 0.10
 AE2380'MILE, (0.16 KM) THENCE PROCEED 0.20 MILE (0.32 KM) NORTHEAST ALONG
 AE2380'TAXIWAY A, THENCE 0.35 MILE (0.56 KM) NORTHWEST ALONG TAXIWAY B TO THE
 AE2380'STATION ON THE LEFT.  THE STATION IS A CGS MAGNETIC STATION DISK SET
 AE2380'IN TOP OF A 3.4 FEET (1.0 M) SQUARE SECTION OF ASPHALT OF UNKNOWN
 AE2380'DEPTH AND FLUSH WITH THE GROUND.  THE STATION IS 151.8 FEET (46.3 M)
 AE2380'WEST OF THE WEST CORNER OF A RUNWAY HOLD SIGN, 122.6 FEET (37.4 M)
 AE2380'EAST FROM THE CENTERLINE END OF RUNWAY 15, 78.5 FEET (23.9 M)
 AE2380'NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 28.0 FEET (8.5 M) NORTHEAST
 AE2380'OF THE RUNWAY EDGE AND NOT THE ASPHALT EDGE, 1.7 FEET (0.5 M) EAST OF
 AE2380'THE WEST CORNER OF THE ASPHALT SECTION.  MUCH OF THE VERY LIGHT
 AE2380'STAMPING HAS BEEN SCUFFED AWAY.  THE REMAINING STAMPING IS AIRPOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2423 ***********************************************************************
 MZ2423  DESIGNATION -  AIRPORT RESET
 MZ2423  PID         -  MZ2423
 MZ2423  STATE/COUNTY-  NY/RENSSELAER
 MZ2423  USGS QUAD   -  TROY SOUTH (1980)
 MZ2423
 MZ2423                         *CURRENT SURVEY CONTROL
 MZ2423  ___________________________________________________________________
 MZ2423* NAD 83(1996)-  42 42 16.26245(N)    073 40 28.49378(W)     ADJUSTED  
 MZ2423* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 MZ2423  ___________________________________________________________________
 MZ2423  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 MZ2423  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ2423
 MZ2423  HORZ ORDER  -  THIRD
 MZ2423
 MZ2423.The horizontal coordinates were established by classical geodetic methods
 MZ2423.and adjusted by the National Geodetic Survey in January 1999..
 MZ2423
 MZ2423.The orthometric height was scaled from a topographic map.
 MZ2423
 MZ2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2423
 MZ2423.The geoid height was determined by GEOID03.
 MZ2423
 MZ2423;                    North         East     Units Scale Factor Converg.
 MZ2423;SPC NY E     -   430,180.457   217,620.459   MT  0.99995624   +0 33 35.4
 MZ2423;SPC NY E     - 1,411,350.38    713,976.46   sFT  0.99995624   +0 33 35.4
 MZ2423;UTM  18      - 4,728,854.406   608,549.690   MT  0.99974496   +0 53 56.4
 MZ2423
 MZ2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2423!SPC NY E     -   0.99998926  x   0.99995624  =   0.99994550
 MZ2423!UTM  18      -   0.99998926  x   0.99974496  =   0.99973422
 MZ2423
 MZ2423:                Primary Azimuth Mark                     Grid Az
 MZ2423:SPC NY E     -  AIRPORT AZ MK                            012 18 55.8
 MZ2423:UTM  18      -  AIRPORT AZ MK                            011 58 34.8
 MZ2423
 MZ2423|---------------------------------------------------------------------|
 MZ2423| PID    Reference Object                     Distance      Geod. Az  |
 MZ2423|                                                           dddmmss.s |
 MZ2423| DA2866 AIRPORT AZ MK                                      0125231.2 |
 MZ2423| DA2867 AIRPORT RM 1                         52.382 METERS 10328     |
 MZ2423| DA2869 AIRPORT RM 3                         18.568 METERS 19302     |
 MZ2423| MZ2413 TRANSMISSION TOWER RED LIGHT        APPROX. 4.0 KM 2273143.2 |
 MZ2423| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX. 9.0 KM 2311304.4 |
 MZ2423| DA2868 AIRPORT RM 2                         26.880 METERS 31517     |
 MZ2423|---------------------------------------------------------------------|
 MZ2423
 MZ2423                          SUPERSEDED SURVEY CONTROL
 MZ2423
 MZ2423  NAD 83(1996)-  42 42 16.26491(N)    073 40 28.49465(W) AD(       ) 3
 MZ2423  NAD 83(1996)-  42 42 16.26521(N)    073 40 28.49466(W) AD(       ) 3
 MZ2423  NAD 83(1992)-  42 42 16.26548(N)    073 40 28.49441(W) AD(       ) 3
 MZ2423  NAD 83(1992)-  42 42 16.26572(N)    073 40 28.49450(W) AD(       ) 3
 MZ2423  NAD 83(1986)-  42 42 16.26600(N)    073 40 28.49382(W) AD(       ) 3
 MZ2423  NAD 27      -  42 42 15.98423(N)    073 40 30.07152(W) AD(       ) 3
 MZ2423
 MZ2423.Superseded values are not recommended for survey control.
 MZ2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2423.See file dsdata.txt to determine how the superseded data were derived.
 MZ2423
 MZ2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0855028854(NAD 83)
 MZ2423_MARKER: DS = TRIANGULATION STATION DISK
 MZ2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2423
 MZ2423  HISTORY     - Date     Condition        Report By
 MZ2423  HISTORY     - 1942     MONUMENTED       CGS
 MZ2423  HISTORY     - 1962     GOOD             LOCENG
 MZ2423  HISTORY     - 1965     GOOD             CGS
 MZ2423  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2423  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MZ2423
 MZ2423                          STATION DESCRIPTION
 MZ2423
 MZ2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2423'THE STATION IS LOCATED JUST N OF THE TROY AIRPORT, 119 FEET NW
 MZ2423'OF THE AIRPORT HANGER, 2.25 MILES SSE OF THE MAIN SHOPPING
 MZ2423'CENTER OF TROY, 69 FEET N OF A WOVEN WIRE FENCE ENCLOSING THE
 MZ2423'AIRPORT LANDING FIELD AND 7.6 FEET E OF A STANDARD REFERENCE
 MZ2423'POST.  THE DISK IS STAMPED AIRPORT 1942.
 MZ2423'
 MZ2423'REFERENCE MARK NO. 1 IS 171.97 FEET SE OF THE STATION.  IT IS
 MZ2423'ABOUT 100 FEET N OF THE N WALL OF THE HANGER, 1 FOOT E OF A
 MZ2423'WOVEN WIRE FENCE.  THE DISK IS STAMPED AIRPORT NO. 1 1942.
 MZ2423'
 MZ2423'REFERENCE MARK NO. 2 IS 88.16 FEET NNW OF THE STATION, 90 FEET
 MZ2423'N OF THE MAIN GATE ENTRANCE TO THE AIRPORT LANDING FIELD, 2 FEET
 MZ2423'SE OF A POWER LINE POLE.  THE DISK IS STAMPED AIRPORT NO. 2 1942.
 MZ2423'
 MZ2423'THE AZIMUTH MARK IS 0.25 MILE N OF THE STATION, ON THE PROPERTY
 MZ2423'OF THE RENSSELAER COUNTY WELFARE HOME, 149 FEET E OF THE MAIN
 MZ2423'ENTRANCE TO THE HOME, 48 FEET NW OF THE POWER LINE POLE NO. 422,
 MZ2423'16 FEET S OF THE CENTERLINE OF THE DRIVEWAY TO THE HOME.  THE MARK
 MZ2423'PROJECTS 2 INCHES AND THE DISK IS STAMPED AIRPORT 1942.
 MZ2423'
 MZ2423'TO REACH THE STATION FROM THE JUNCTIONS OF N.Y. STATE HIGHWAY
 MZ2423'40, 66 AND 2, WHICH IS THE INTERSECTION OF CONGRESS STREET AND
 MZ2423'PAWLING AVENUE, GO S ON N.Y. STATE HIGHWAY 66 AND 40 FOR 1.1 MILES
 MZ2423'TO A STOP LIGHT AND SPRING AVENUE, TURN RIGHT AND GO 0.15 MILE
 MZ2423'TO ANOTHER STOP LIGHT AND CAMPBELL AVENUE, CONTINUE STRAIGHT
 MZ2423'AHEAD ON CAMPBELL AVENUE FOR 0.25 MILE TO ENGLISH AVENUE ON THE
 MZ2423'LEFT, TURN LEFT ON ENGLISH AVENUE AND GO 0.15 MILE TO THE TROY
 MZ2423'AIRPORT STRAIGHT AHEAD AND THE STATION AS DESCRIBED.
 MZ2423'
 MZ2423'TO REACH THE AZIMUTH MARK FROM THE STATION GO N 0.15 MILE TO
 MZ2423'CAMPBELL AVENUE, TURN RIGHT ON CAMPBELL AVENUE AND GO 0.15 MILE
 MZ2423'TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MZ2423'
 MZ2423'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MZ2423
 MZ2423                          STATION RECOVERY (1962)
 MZ2423
 MZ2423'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962 (RLW)
 MZ2423'AIRPORT 1942 FOUND IN GOOD CONDITION
 MZ2423'
 MZ2423'RM 1 1942 FOUND IN GOOD CONDITION
 MZ2423'
 MZ2423'RM 2 1942 FOUND IN GOOD CONDITION
 MZ2423'
 MZ2423'AZIMUTH MARK NOT LOOKED FOR (ALBANY STATE OFFICE BLDG. USED)
 MZ2423'
 MZ2423'CONTRARY TO D. FILES REPORT OF 1965, STATION AND R.M.S WERE FOUND
 MZ2423'BY ORIGINAL DESCRIPTION, HE EVIDENTLY HAS CONFUSED DESCRIPTION
 MZ2423'OF ANOTHER STATION
 MZ2423
 MZ2423                          STATION RECOVERY (1965)
 MZ2423
 MZ2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DF)
 MZ2423'STATION, RM 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 MZ2423'CONDITION.  RM 2 HAS BEEN DESTROYED.
 MZ2423'
 MZ2423'OLD DESCRIPTION NO LONGER FITS.  COUNTY HOME IS GONE AND THE AREA
 MZ2423'IS NOW GRISWOLD HEIGHTS HOUSING AREA.  MARK WAS PRESERVED AND IS
 MZ2423'NOW ON OPEN LAWN WITH WHITE FENCE AROUND IT.  IT PROTRUDES
 MZ2423'ABOUT ONE FOOT ABOVE GROUND.  THERE IS A NEW BLACKTOP ROAD AND
 MZ2423'CURB IN RM 2 AREA.
 MZ2423
 MZ2423                          STATION RECOVERY (1969)
 MZ2423
 MZ2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2423'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MZ2423'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED
 MZ2423'DESTROYED AS THERE ARE NEW APARTMENT BUILDINGS IN THE AREA.  DENSE
 MZ2423'TREES BLOCK THE LINE FROM STATION.  A COMPLETE DESCRIPTION
 MZ2423'FOLLOWS--
 MZ2423'
 MZ2423'STATION IS LOCATED IN A BRUSHY AREA AT EAST SIDE OF MACADAM
 MZ2423'ROAD AND AT NORTH SIDE OF OLD HANGAR AT THE ABANDONED TROY
 MZ2423'AIRPORT, ACROSS ROAD FROM THE REGAL ART PRESS BUILDING.
 MZ2423'
 MZ2423'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 2 AND
 MZ2423'U.S. HIGHWAY 4 AT SOUTH END OF TROY, GO EAST ON U.S. HIGHWAY 4 FOR
 MZ2423'0.45 MILE.  TAKE LEFT FORK AND GO EAST ON CAMPBELLS AVE. FOR
 MZ2423'0.65 MILE.  TURN RIGHT ON INDUSTRIAL PARK ROAD, AND GO SOUTH 0.2
 MZ2423'MILE TO STATION ON LEFT.
 MZ2423'
 MZ2423'STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1942, SET IN THE
 MZ2423'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES
 MZ2423'FROM GROUND.  IT IS AT THE EAST SIDE OF A CLUMP OF SMALL
 MZ2423'COTTONWOODS, 126 FEET NORTHWEST OF NORTHWEST CORNER OF HANGAR,
 MZ2423'81 FEET EAST OF CENTER LINE OF MACADAM ROAD, 64 FEET NORTH OF A
 MZ2423'POWERLINE GUY-POLE, 75 FEET NORTH OF EDGE OF MACADAM SURFACING
 MZ2423'IN FRONT OF HANGAR, 33.6 FEET SOUTHEAST OF A WATER HYDRANT
 MZ2423'(WITH BM 2 STENCILLED ON IT), AND 3 FEET WEST OF A METAL
 MZ2423'WITNESS POST.
 MZ2423'
 MZ2423'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AIRPORT NO 1
 MZ2423'1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT
 MZ2423'PROJECTS 4 INCHES FROM GROUND.  IT IS 116 FEET NORTH OF NORTHEAST
 MZ2423'CORNER OF HANGAR, 8 INCHES WEST OF ROW OF METAL FENCE POSTS, AND
 MZ2423'2.2 FEET HIGHER THAN STATION MARK.
 MZ2423'
 MZ2423'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AIRPORT NO
 MZ2423'2 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 MZ2423'THAT PROJECTS 2 INCHES FROM GROUND.  IT IS 30 FEET EAST OF CENTER
 MZ2423'LINE OF MACADAM ROAD, 57 FEET NORTH-NORTHWEST OF THE WATER
 MZ2423'HYDRANT, AND 3.1 FEET LOWER THAN STATION MARK.
 MZ2423'
 MZ2423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2423'2 MILES SOUTHEAST OF TROY.
 MZ2423
 MZ2423                          STATION RECOVERY (1977)
 MZ2423
 MZ2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MZ2423'THE UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 MZ2423'CONDITION.  THE SURFACE MARK HAD BEEN REMOVED, REFERENCE MARK 1
 MZ2423'WAS SEARCHED FOR BUT NOT RECOVERED IS EITHER COVER OR BULLDOZED
 MZ2423'OUT, DUE TO TREES AND BRUSH ON LINE THE ANGLE AND DISTANCE WAS
 MZ2423'NOT CHECKED.  A NEW SURFACE MARK AND REFERENCE MARK 3 WAS
 MZ2423'ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK IS BELIEVED
 MZ2423'DESTROYED WHEN HOUSE DEVELOPMENT WAS BUILT.
 MZ2423'
 MZ2423'STATION IS LOCATED IN THE SOUTHEAST PART OF TROY, THE TROY
 MZ2423'AIRPORT MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER EXIST,
 MZ2423'0.2 MILE SOUTH OF TROY FIRE STATION NO. 6, IN A BRUSHY AREA ON
 MZ2423'THE EAST SIDE OF ENGLISH AVENUE AND ACROSS THE ROAD FROM THE
 MZ2423'REGAL ART PRESS COMPANY BUILDINGS.
 MZ2423'
 MZ2423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 MZ2423'405 IN THE SOUTHEAST PART OF TROY, GO NORTHWEST ON STATE HIGHWAY
 MZ2423'66 FOR 0.65 MILE (PAULING AVE).  TURN LEFT, GO SOUTH-WESTERLY ON
 MZ2423'SPRING AVENUE FOR 0.35 MILE TO FORKS, KEEP LEFT, GO 0.4 MILE TO
 MZ2423'THE TROY FIRE STATION NO. 6 ON LEFT AND SIDE STREET LEFT, TURN
 MZ2423'LEFT, GO SOUTH ON INDUSTRIAL PARK ROAD AND ENGLISH ROAD FOR 0.15
 MZ2423'MILE TO THE STATION ON LEFT.
 MZ2423'
 MZ2423'THE DISTANCE AND DIRECTION TO REFERENCE MARK CHECKED THE 1942
 MZ2423'DATA BUT DID NOT CHECK THE 1969 DATA, A DIFFERENCE OF 0.209 FT
 MZ2423'AND 0.065 METERS.  THE DIRECTION FROM THE RENSSELAER HOSP TANK
 MZ2423'CHECKED THE 1969 DATA.
 MZ2423'
 MZ2423'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 MZ2423'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED AIRPORT 1942
 MZ2423'1977.  IT IS 78 FEET EAST OF CENTER OF ENGLISH AVENUE,
 MZ2423'64 FEET NORTHEAST OF POWER LINE GUY POLE, 59 FEET SOUTHEAST OF
 MZ2423'FIRE HYDRANT AND 2.1 FEET WEST OF WITNESS POST.
 MZ2423'
 MZ2423'REFERENCE MARK 2 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 MZ2423'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED AIRPORT NO
 MZ2423'2 1942.  IT IS 46 FEET NORTH-NORTHEAST OF FIRE HYDRANT, 30 FEET
 MZ2423'EAST OF CENTER OF ENGLISH AVENUE AND 1.5 FEET EAST OF WITNESS
 MZ2423'POST.
 MZ2423'
 MZ2423'REFERENCE MARK 3 IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 MZ2423'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED AIRPORT
 MZ2423'1942 NO 3 1977.  IT IS 87 FEET SOUTH-SOUTHEAST OF FIRE HYDRANT,
 MZ2423'61.6 FEET SOUTH-SOUTHWEST OF WITNESS POST, 50 FEET EAST OF CENTER
 MZ2423'OF ENGLISH AVENUE AND 3.0 FEET NORTH OF POWER LINE GUY POLE.
 MZ2423'
 MZ2423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2423'SOUTHEAST PART OF TROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4341 ***********************************************************************
 LX4341  DESIGNATION -  AIRWAY
 LX4341  PID         -  LX4341
 LX4341  STATE/COUNTY-  NY/ROCKLAND
 LX4341  USGS QUAD   -  PEEKSKILL (1981)
 LX4341
 LX4341                         *CURRENT SURVEY CONTROL
 LX4341  ___________________________________________________________________
 LX4341* NAD 83(1996)-  41 17 20.22069(N)    073 58 10.32356(W)     ADJUSTED  
 LX4341* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LX4341  ___________________________________________________________________
 LX4341  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 LX4341  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LX4341
 LX4341  HORZ ORDER  -  SECOND
 LX4341
 LX4341.The horizontal coordinates were established by classical geodetic methods
 LX4341.and adjusted by the National Geodetic Survey in January 1999..
 LX4341
 LX4341.The orthometric height was scaled from a topographic map.
 LX4341
 LX4341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4341
 LX4341.The geoid height was determined by GEOID03.
 LX4341
 LX4341;                    North         East     Units Scale Factor Converg.
 LX4341;SPC NY E     -   272,769.932   194,430.988   MT  0.99992429   +0 21 00.1
 LX4341;SPC NY E     -   894,912.69    637,895.67   sFT  0.99992429   +0 21 00.1
 LX4341;UTM  18      - 4,571,346.105   586,284.771   MT  0.99969162   +0 40 48.0
 LX4341
 LX4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4341!SPC NY E     -   0.99996199  x   0.99992429  =   0.99988628
 LX4341!UTM  18      -   0.99996199  x   0.99969162  =   0.99965362
 LX4341
 LX4341                          SUPERSEDED SURVEY CONTROL
 LX4341
 LX4341  NAD 83(1986)-  41 17 20.22159(N)    073 58 10.32571(W) AD(       ) 2
 LX4341  NAD 27      -  41 17 19.88371(N)    073 58 11.82175(W) AD(       ) 2
 LX4341
 LX4341.Superseded values are not recommended for survey control.
 LX4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4341.See file dsdata.txt to determine how the superseded data were derived.
 LX4341
 LX4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8628571346(NAD 83)
 LX4341
 LX4341  HISTORY     - Date     Condition        Report By
 LX4341  HISTORY     - 1932     MONUMENTED       CGS
 LX4341
 LX4341                          STATION DESCRIPTION
 LX4341
 LX4341'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4341'STATION IS THE CENTER OF THE LIGHT OF THE AUTOMATIC AIRWAY BEACON
 LX4341'WITH STEEL SUPPORTING STRUCTURE ON THE TOP OF DONDERBERG
 LX4341'MOUNTAIN OPPOSITE PEEKSKILL, NEW YORK.
 LX4341'
 LX4341'NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9607 ***********************************************************************
 AA9607  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9607  DESIGNATION -  AIRWAY
 AA9607  PID         -  AA9607
 AA9607  STATE/COUNTY-  NY/NASSAU
 AA9607  USGS QUAD   -  SEA CLIFF (1979)
 AA9607
 AA9607                         *CURRENT SURVEY CONTROL
 AA9607  ___________________________________________________________________
 AA9607* NAD 83(1996)-  40 49 55.13018(N)    073 42 11.20832(W)     ADJUSTED  
 AA9607* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AA9607  ___________________________________________________________________
 AA9607  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA9607  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AA9607
 AA9607  HORZ ORDER  -  THIRD
 AA9607
 AA9607.The horizontal coordinates were established by classical geodetic methods
 AA9607.and adjusted by the National Geodetic Survey in January 1999..
 AA9607
 AA9607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9607
 AA9607.This Tidal Bench Mark is designated as VM 7065
 AA9607.by the Center for Operational Oceanographic Products and Services.
 AA9607
 AA9607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9607
 AA9607.The geoid height was determined by GEOID03.
 AA9607
 AA9607;                    North         East     Units Scale Factor Converg.
 AA9607;SPC NY L     -    73,923.131   325,041.756   MT  0.99999495   +0 11 39.1
 AA9607;SPC NY L     -   242,529.47  1,066,407.83   sFT  0.99999495   +0 11 39.1
 AA9607;UTM  18      - 4,520,914.821   609,348.025   MT  0.99974717   +0 50 53.0
 AA9607
 AA9607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9607!SPC NY L     -   1.00000435  x   0.99999495  =   0.99999930
 AA9607!UTM  18      -   1.00000435  x   0.99974717  =   0.99975152
 AA9607
 AA9607                          SUPERSEDED SURVEY CONTROL
 AA9607
 AA9607  NAD 83(1996)-  40 49 55.13252(N)    073 42 11.20803(W) AD(       ) 3
 AA9607  NAD 83(1986)-  40 49 55.13846(N)    073 42 11.22122(W) AD(       ) 3
 AA9607  NGVD 29 (01/19/96)    3.8    (m)           12.     (f) GPS OBS        
 AA9607
 AA9607.Superseded values are not recommended for survey control.
 AA9607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9607.See file dsdata.txt to determine how the superseded data were derived.
 AA9607
 AA9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0934820915(NAD 83)
 AA9607_MARKER: DD = SURVEY DISK
 AA9607_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA9607_SP_SET: IN CONCRETE MONUMENT BASE
 AA9607_STAMPING: AIRWAY 1990
 AA9607_MARK LOGO: NOS   
 AA9607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9607+STABILITY: SURFACE MOTION
 AA9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9607+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 AA9607
 AA9607  HISTORY     - Date     Condition        Report By
 AA9607  HISTORY     - 1990     MONUMENTED       NOS
 AA9607  HISTORY     - 20050321 GOOD             AME
 AA9607
 AA9607                          STATION DESCRIPTION
 AA9607
 AA9607'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9607'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9607'OF THE ISLAND AT THE NORTHWEST EDGE OF THE VILLAGE OF PORT WASHINGTON
 AA9607'ON THE WEST SIDE OF MANHASSET NECK ON THE EAST SHORE OF MANHASSET BAY
 AA9607'AT THE NORTH HEMPSTEAD TOWN DOCK NEAR THE SOUTHWEST CORNER OF THE DOCK
 AA9607'ON THE CONCRETE BASE OF A PINK GRANITE MONUMENT WITH A BRONZE PLATE
 AA9607'AFFIXED TO ITS EAST FACING WHICH COMMEMORATES THE FIRST COMMERCIAL
 AA9607'SURVEY FLIGHTS ACROSS THE NORTH ATLANTIC.  TO REACH THE STATION FROM
 AA9607'THE LONG ISLAND RAILROAD STATION IN THE VILLAGE OF PORT WASHINGTON GO
 AA9607'WEST ON MAIN STREET FOR 1.25 KM (0.75 MI) TO THE NORTH HEMPSTEAD TOWN
 AA9607'DOCK ON THE RIGHT, TURN RIGHT INTO THE PARKING AREA OF THE DOCK AND
 AA9607'PROCEED TO THE SOUTHWEST CORNER OF THE PARKING LOT AND TO THE STATION
 AA9607'IN THE BASE OF A MONUMENT.  THE STATION MARK IS AN NOS BRONZE DISK
 AA9607'STAMPED ---AIRWAY 1990--- CEMENTED INTO A DRILL HOLE NEAR THE
 AA9607'NORTHERNMOST CORNER OF THE TRIANGULAR CONCRETE BASE FOUNDATION OF THE
 AA9607'MONUMENT NEAR THE SOUTHWEST CORNER OF THE UPPER PORTION OF A TEE ENDED
 AA9607'PAVED DOCK.  IT IS 4.930 M (16.175 FT) EAST OF AN ALUMINUM FLAGPOLE
 AA9607'ABOUT 6 M (19.7 FT) IN HEIGHT ON THE WEST EDGE OF THE DOCK, 3.95 M
 AA9607'(12.96 FT) WEST OF THE WEST END OF A METAL GUARDRAIL WHICH LINES THE
 AA9607'SOUTH EDGE OF THE DOCK, 3.14 M (10.30 FT) SOUTH OF THE NORTH END OF A
 AA9607'CONCRETE RETAINING WALL AT THE UPPER END OF A RAMP WHICH LEADS TO THE
 AA9607'LOWER LEVEL OF THE DOCK AND 0.595 M (1.952 FT) NORTH OF THE
 AA9607'NORTHERNMOST CORNER OF THE PINK GRANITE MONUMENT.  DESCRIBED BY C S
 AA9607'MIDDLETON JR.
 AA9607
 AA9607                          STATION RECOVERY (2005)
 AA9607
 AA9607'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2005 (MB)
 AA9607'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1396 ***********************************************************************
 OD1396  DESIGNATION -  AIRWAY BCN 20 NY TO BURLINGTON
 OD1396  PID         -  OD1396
 OD1396  STATE/COUNTY-  NY/WASHINGTON
 OD1396  USGS QUAD   -  PUTNAM (1950)
 OD1396
 OD1396                         *CURRENT SURVEY CONTROL
 OD1396  ___________________________________________________________________
 OD1396* NAD 83(1996)-  43 39 42.27155(N)    073 28 32.88396(W)     ADJUSTED  
 OD1396* NAVD 88     -                                                        
 OD1396  ___________________________________________________________________
 OD1396  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 OD1396  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OD1396
 OD1396  HORZ ORDER  -  THIRD
 OD1396
 OD1396.The horizontal coordinates were established by classical geodetic methods
 OD1396.and adjusted by the National Geodetic Survey in January 1999..
 OD1396
 OD1396
 OD1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1396
 OD1396.The geoid height was determined by GEOID03.
 OD1396
 OD1396;                    North         East     Units Scale Factor Converg.
 OD1396;SPC NY E     -   536,693.351   232,604.309   MT  0.99998390   +0 42 25.7
 OD1396;SPC NY E     - 1,760,801.44    763,135.97   sFT  0.99998390   +0 42 25.7
 OD1396;SPC VT       -   129,521.074   421,294.058   MT  1.00004045   -0 40 25.4
 OD1396;UTM  18      - 4,835,433.083   622,894.113   MT  0.99978577   +1 03 08.8
 OD1396
 OD1396                          SUPERSEDED SURVEY CONTROL
 OD1396
 OD1396  NAD 83(1996)-  43 39 42.27182(N)    073 28 32.88326(W) AD(       ) 4
 OD1396  NAD 83(1992)-  43 39 42.27147(N)    073 28 32.88301(W) AD(       ) 4
 OD1396  NAD 83(1986)-  43 39 42.27483(N)    073 28 32.88718(W) AD(       ) 4
 OD1396  NAD 27      -  43 39 42.05000(N)    073 28 34.46800(W) AD(       ) 3
 OD1396
 OD1396.Superseded values are not recommended for survey control.
 OD1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1396.See file dsdata.txt to determine how the superseded data were derived.
 OD1396
 OD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2289435433(NAD 83)
 OD1396
 OD1396  HISTORY     - Date     Condition        Report By
 OD1396  HISTORY     - 1942     MONUMENTED       CGS
 OD1396
 OD1396                          STATION DESCRIPTION
 OD1396
 OD1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1396'THIS INTERSECTION STATION IS AIRWAY BEACON NO.20 AS SHOWN ON THE
 OD1396'AERONAUTICAL CHART ON THE AIR ROUTE BETWEEN NEW YORK AND
 OD1396'BURLINGTON.  IT IS LOCATED ABOUT 7 MILES SSE OF THE VILLAGE OF
 OD1396'PUTNAM, NEAR THE NORTHERN END OF A HIGH RIDGE.  IT IS A REVOLVING
 OD1396'BEACON OF THE STANDARD TYPE WITH LIGHTS THAT SHOW ALONG THE
 OD1396'DIRECTION OF THE COURSE, SUPPORTED BY A FOUR-LEGGED STEEL
 OD1396'STRUCTURE, OWNED AND OPERATED BY THE CIVIL AERONAUTICS
 OD1396'AUTHORITY.  THE CENTER OF THE REVOLVING LIGHT WAS THE POINT
 OD1396'OBSERVED UPON.  THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1445 ***********************************************************************
 OD1445  DESIGNATION -  AIRWAY BEACON 19
 OD1445  PID         -  OD1445
 OD1445  STATE/COUNTY-  NY/WASHINGTON
 OD1445  USGS QUAD   -  PUTNAM MOUNTAIN (1966)
 OD1445
 OD1445                         *CURRENT SURVEY CONTROL
 OD1445  ___________________________________________________________________
 OD1445* NAD 83(1996)-  43 27 37.03055(N)    073 32 44.35108(W)     ADJUSTED  
 OD1445* NAVD 88     -                                                        
 OD1445  ___________________________________________________________________
 OD1445  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OD1445  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 OD1445
 OD1445  HORZ ORDER  -  THIRD
 OD1445
 OD1445.The horizontal coordinates were established by classical geodetic methods
 OD1445.and adjusted by the National Geodetic Survey in January 1999..
 OD1445
 OD1445
 OD1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1445
 OD1445.The geoid height was determined by GEOID03.
 OD1445
 OD1445;                    North         East     Units Scale Factor Converg.
 OD1445;SPC NY E     -   514,245.780   227,227.455   MT  0.99997334   +0 39 23.3
 OD1445;SPC NY E     - 1,687,154.70    745,495.41   sFT  0.99997334   +0 39 23.3
 OD1445;UTM  18      - 4,812,958.085   617,653.435   MT  0.99977027   +1 00 01.8
 OD1445
 OD1445                          SUPERSEDED SURVEY CONTROL
 OD1445
 OD1445  NAD 83(1996)-  43 27 37.03228(N)    073 32 44.35040(W) AD(       ) 4
 OD1445  NAD 83(1992)-  43 27 37.03240(N)    073 32 44.35045(W) AD(       ) 4
 OD1445  NAD 83(1986)-  43 27 37.03398(N)    073 32 44.35152(W) AD(       ) 4
 OD1445  NAD 27      -  43 27 36.77988(N)    073 32 45.94378(W) AD(       ) 3
 OD1445
 OD1445.Superseded values are not recommended for survey control.
 OD1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1445.See file dsdata.txt to determine how the superseded data were derived.
 OD1445
 OD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1765312958(NAD 83)
 OD1445_MARKER: 22 = AIRWAY BEACON
 OD1445
 OD1445  HISTORY     - Date     Condition        Report By
 OD1445  HISTORY     - 1942     FIRST OBSERVED   CGS
 OD1445  HISTORY     - 1964     SEE DESCRIPTION  CGS
 OD1445
 OD1445                          STATION DESCRIPTION
 OD1445
 OD1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1445'THIS INTERSECTION STATION IS AIRWAY BEACON NO. 19 AS SHOWN ON
 OD1445'THE AERONAUTICAL CHART ON THE AIR ROUTE BETWEEN NEW YORK AND
 OD1445'BURLINGTON.  IT IS LOCATED ABOUT 4.5 MILES NW OF FORT ANNE, ON
 OD1445'THE SUMMIT OF A HIGH RIDGE.  IT IS A REVOLVING BEACON OF THE
 OD1445'STANDARD TYPE WITH LIGHTS THAT SHOW ALONG THE DIRECTION OF THE
 OD1445'COURSE, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, OWNED AND
 OD1445'OPERATED BY THE CIVIL AERONAUTICS AUTHORITY.  THE CENTER OF THE
 OD1445'REVOLVING LIGHT WAS THE POINT OBSERVED UPON.  THIS STATION WAS
 OD1445'NOT VISITED.
 OD1445
 OD1445                          STATION RECOVERY (1964)
 OD1445
 OD1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 OD1445'THE LIGHT THAT WAS INTERSECTED IN 1942 HAS BEEN REMOVED BY THE
 OD1445'FAA BUT THE FOUR LEGGED STEEL BEACON TOWER STILL REMAINS.  FOR ALL
 OD1445'PRACTICAL PURPOSES THE CENTER OF THE TOWER CAN BE USED AS THE
 OD1445'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1404 ***********************************************************************
 OD1404  DESIGNATION -  AIRWAY BEACON 21
 OD1404  PID         -  OD1404
 OD1404  STATE/COUNTY-  NY/ESSEX
 OD1404  USGS QUAD   -  TICONDEROGA (1950)
 OD1404
 OD1404                         *CURRENT SURVEY CONTROL
 OD1404  ___________________________________________________________________
 OD1404* NAD 83(1996)-  43 49 35.95206(N)    073 24 41.47189(W)     ADJUSTED  
 OD1404* NAVD 88     -                                                        
 OD1404  ___________________________________________________________________
 OD1404  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OD1404  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 OD1404
 OD1404  HORZ ORDER  -  THIRD
 OD1404
 OD1404.The horizontal coordinates were established by classical geodetic methods
 OD1404.and adjusted by the National Geodetic Survey in January 1999..
 OD1404
 OD1404
 OD1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1404
 OD1404.The geoid height was determined by GEOID03.
 OD1404
 OD1404;                    North         East     Units Scale Factor Converg.
 OD1404;SPC NY E     -   555,080.504   237,548.089   MT  0.99999424   +0 45 13.7
 OD1404;SPC NY E     - 1,821,126.62    779,355.69   sFT  0.99999424   +0 45 13.7
 OD1404;SPC VT       -   147,784.400   426,680.418   MT  1.00003038   -0 37 52.5
 OD1404;UTM  18      - 4,853,846.133   627,725.880   MT  0.99980066   +1 06 00.5
 OD1404
 OD1404                          SUPERSEDED SURVEY CONTROL
 OD1404
 OD1404  NAD 83(1996)-  43 49 35.95199(N)    073 24 41.47197(W) AD(       ) 4
 OD1404  NAD 83(1992)-  43 49 35.95080(N)    073 24 41.47103(W) AD(       ) 4
 OD1404  NAD 83(1986)-  43 49 35.96029(N)    073 24 41.47884(W) AD(       ) 4
 OD1404  NAD 27      -  43 49 35.75400(N)    073 24 43.04300(W) AD(       ) 3
 OD1404
 OD1404.Superseded values are not recommended for survey control.
 OD1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1404.See file dsdata.txt to determine how the superseded data were derived.
 OD1404
 OD1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2772653846(NAD 83)
 OD1404
 OD1404  HISTORY     - Date     Condition        Report By
 OD1404  HISTORY     - 1942     MONUMENTED       CGS
 OD1404  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OD1404
 OD1404                          STATION DESCRIPTION
 OD1404
 OD1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1404'THIS INTERSECTION STATION IS THE AIRWAY BEACON LISTED AS NO.21
 OD1404'ON BLUE AIRWAY NO.18 ON THE CIVIL AERONAUTICS CHART.  IT IS
 OD1404'LOCATED ON A HIGH RIDGE ABOUT TWO MILES SSE OF TICONDEROGA.  IT
 OD1404'IS A STANDARD ROTATING BEACON SUPPORTED BY A FOUR-LEGGED STEEL
 OD1404'STRUCTURE AND HAS FIXED LIGHTS THAT SHOW ALONG THE DIRECTION
 OD1404'OF THE AIR COURSE.  THIS STATION WAS NOT VISITED.
 OD1404
 OD1404                          STATION RECOVERY (1943)
 OD1404
 OD1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1404'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF TICONDEROGA ON THE
 OD1404'HIGHEST POINT OF MT. DEFIANCE.  IT IS A STANDARD AIRWAY BEACON OF
 OD1404'STEEL CONSTRUCTION APPROXIMATELY 60 FEET HIGH.  IT HAS A WHITE AND
 OD1404'RED REVOLVING LIGHT.  POINT OBSERVED WAS THE WHITE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1406 ***********************************************************************
 OD1406  DESIGNATION -  AIRWAY BEACON 22
 OD1406  PID         -  OD1406
 OD1406  STATE/COUNTY-  NY/ESSEX
 OD1406  USGS QUAD   -  CROWN POINT (1950)
 OD1406
 OD1406                         *CURRENT SURVEY CONTROL
 OD1406  ___________________________________________________________________
 OD1406* NAD 83(1996)-  43 53 05.47061(N)    073 23 53.37341(W)     ADJUSTED  
 OD1406* NAVD 88     -                                                        
 OD1406  ___________________________________________________________________
 OD1406  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 OD1406  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OD1406
 OD1406  HORZ ORDER  -  THIRD
 OD1406
 OD1406.This mark is at Ticonderoga Airport (4B6)
 OD1406
 OD1406.The horizontal coordinates were established by classical geodetic methods
 OD1406.and adjusted by the National Geodetic Survey in January 1999..
 OD1406
 OD1406
 OD1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1406
 OD1406.The geoid height was determined by GEOID03.
 OD1406
 OD1406;                    North         East     Units Scale Factor Converg.
 OD1406;SPC NY E     -   561,560.656   238,536.553   MT  0.99999638   +0 45 49.9
 OD1406;SPC NY E     - 1,842,386.92    782,598.67   sFT  0.99999638   +0 45 49.9
 OD1406;SPC VT       -   154,238.972   427,825.346   MT  1.00002833   -0 37 21.5
 OD1406;UTM  18      - 4,860,330.892   628,674.950   MT  0.99980365   +1 06 38.0
 OD1406
 OD1406                          SUPERSEDED SURVEY CONTROL
 OD1406
 OD1406  NAD 83(1996)-  43 53 05.47063(N)    073 23 53.37346(W) AD(       ) 4
 OD1406  NAD 83(1992)-  43 53 05.46928(N)    073 23 53.37266(W) AD(       ) 4
 OD1406  NAD 83(1986)-  43 53 05.47918(N)    073 23 53.37929(W) AD(       ) 4
 OD1406  NAD 27      -  43 53 05.26900(N)    073 23 54.94600(W) AD(       ) 3
 OD1406
 OD1406.Superseded values are not recommended for survey control.
 OD1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1406.See file dsdata.txt to determine how the superseded data were derived.
 OD1406
 OD1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2867560331(NAD 83)
 OD1406
 OD1406  HISTORY     - Date     Condition        Report By
 OD1406  HISTORY     - 1943     MONUMENTED       CGS
 OD1406
 OD1406                          STATION DESCRIPTION
 OD1406
 OD1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1406'STATION IS LOCATED ABOUT 4 MILES NORTH OF TICONDEROGA AND ABOUT 0.5
 OD1406'MILE WEST OF THE LAKE AT THE EAST EDGE OF THE TICONDEROGA
 OD1406'INTERMEDIATE FIELD, SIGHT 22, LGUL AIRWAY.  IT IS 60 FEET WEST
 OD1406'OF THE CENTERLINE OF THE GRAVEL ROAD, 15 FEET NORTH OF A SMALL
 OD1406'POWER HOUSE AND 15 FEET SOUTH OF THE CENTERLINE OF THE AIRPORT
 OD1406'DRIVEWAY.  IT IS A STANDARD AIRWAY BEACON OF STEEL CONSTRUCTION,
 OD1406'ABOUT 60 FEET IN HEIGHT, IS PAINTED ORANGE AND WHITE AND HAS
 OD1406'A WIND SOCK MOUNTED ON ITS WEST SIDE.  IT FLASHES GREEN AND
 OD1406'WHITE.  POINT OBSERVED WAS THE WHITE FLASHING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1418 ***********************************************************************
 OF1418  DESIGNATION -  AIRWAY BEACON 29
 OF1418  PID         -  OF1418
 OF1418  STATE/COUNTY-  NY/WAYNE
 OF1418  USGS QUAD   -  LYONS (1978)
 OF1418
 OF1418                         *CURRENT SURVEY CONTROL
 OF1418  ___________________________________________________________________
 OF1418* NAD 83(1996)-  43 05 27.72247(N)    076 59 46.38560(W)     ADJUSTED  
 OF1418* NAVD 88     -                                                        
 OF1418  ___________________________________________________________________
 OF1418  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OF1418  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OF1418
 OF1418  HORZ ORDER  -  THIRD
 OF1418
 OF1418.The horizontal coordinates were established by classical geodetic methods
 OF1418.and adjusted by the National Geodetic Survey in January 1999..
 OF1418
 OF1418
 OF1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1418
 OF1418.The geoid height was determined by GEOID03.
 OF1418
 OF1418;                    North         East     Units Scale Factor Converg.
 OF1418;SPC NY C     -   343,365.441   216,384.793   MT  0.99995140   -0 16 55.4
 OF1418;SPC NY C     - 1,126,524.78    709,922.44   sFT  0.99995140   -0 16 55.4
 OF1418;UTM  18      - 4,772,857.989   337,529.711   MT  0.99992473   -1 21 50.5
 OF1418
 OF1418                          SUPERSEDED SURVEY CONTROL
 OF1418
 OF1418  NAD 83(1986)-  43 05 27.73030(N)    076 59 46.38103(W) AD(       ) 4
 OF1418  NAD 27      -  43 05 27.49700(N)    076 59 47.49600(W) AD(       ) 3
 OF1418
 OF1418.Superseded values are not recommended for survey control.
 OF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1418.See file dsdata.txt to determine how the superseded data were derived.
 OF1418
 OF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN3753072858(NAD 83)
 OF1418
 OF1418  HISTORY     - Date     Condition        Report By
 OF1418  HISTORY     - 1943     MONUMENTED       CGS
 OF1418
 OF1418                          STATION DESCRIPTION
 OF1418
 OF1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1418'THE STATION IS AIRWAY BEACON NO. 29, LOCALLY KNOWN AS LYONS
 OF1418'BEACON, LOCATED ABOUT 2.0 MILES NORTH OF THE COURT HOUSE, AND
 OF1418'0.2 MILE EAST OF THE LYONS-WALLINGTON ROAD ON LAND OWNED AND
 OF1418'OCCUPIED BY ALBERT H. SCHLEEDE.  IT IS A FOUR-LEGGED STEEL
 OF1418'STRUCTURE ABOUT 60 FEET HIGH WITH AN ALTERNATING RED AND WHITE
 OF1418'LIGHT ON THE TOP.  THE ENTIRE STRUCTURE IS PAINTED IN ALTERNATE
 OF1418'SECTIONS OF RED AND WHITE.  THIS IS AIRWAY BEACON NO. 29 OF THE
 OF1418'CLEVELAND-ALBANY AIRLINE.  POINT OBSERVED UPON, THE WHITE
 OF1418'REVOLVING LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1672 ***********************************************************************
 OD1672  DESIGNATION -  AJA
 OD1672  PID         -  OD1672
 OD1672  STATE/COUNTY-  NY/SARATOGA
 OD1672  USGS QUAD   -  PORTER CORNERS (1968)
 OD1672
 OD1672                         *CURRENT SURVEY CONTROL
 OD1672  ___________________________________________________________________
 OD1672* NAD 83(1996)-  43 11 44.14823(N)    073 53 37.30682(W)     ADJUSTED  
 OD1672* NAVD 88     -       272.2    (meters)     893.     (feet)  VERTCON   
 OD1672  ___________________________________________________________________
 OD1672  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 OD1672  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 OD1672
 OD1672  HORZ ORDER  -  SECOND
 OD1672
 OD1672.The horizontal coordinates were established by classical geodetic methods
 OD1672.and adjusted by the National Geodetic Survey in January 1999..
 OD1672
 OD1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1672
 OD1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1672
 OD1672.The geoid height was determined by GEOID03.
 OD1672
 OD1672;                    North         East     Units Scale Factor Converg.
 OD1672;SPC NY E     -   484,577.984   199,276.611   MT  0.99992986   +0 24 54.1
 OD1672;SPC NY E     - 1,589,819.60    653,793.35   sFT  0.99992986   +0 24 54.1
 OD1672;UTM  18      - 4,783,129.890   589,886.794   MT  0.99969939   +0 45 26.3
 OD1672
 OD1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1672!SPC NY E     -   0.99996203  x   0.99992986  =   0.99989189
 OD1672!UTM  18      -   0.99996203  x   0.99969939  =   0.99966143
 OD1672
 OD1672:                Primary Azimuth Mark                     Grid Az
 OD1672:SPC NY E     -  AJA 1                                    107 48 06.8
 OD1672:UTM  18      -  AJA 1                                    107 27 34.6
 OD1672
 OD1672|---------------------------------------------------------------------|
 OD1672| PID    Reference Object                     Distance      Geod. Az  |
 OD1672|                                                           dddmmss.s |
 OD1672| DE4553 AJA 1                                              1081300.9 |
 OD1672| OD1673 AJA A SACGS 1973                      9.209 METERS 12626     |
 OD1672|---------------------------------------------------------------------|
 OD1672
 OD1672                          SUPERSEDED SURVEY CONTROL
 OD1672
 OD1672  NAD 83(1996)-  43 11 44.15192(N)    073 53 37.30763(W) AD(       ) 2
 OD1672  NAD 83(1992)-  43 11 44.15230(N)    073 53 37.30729(W) AD(       ) 2
 OD1672  NAD 83(1986)-  43 11 44.15253(N)    073 53 37.30667(W) AD(       ) 2
 OD1672  NAD 27      -  43 11 43.89064(N)    073 53 38.86102(W) AD(       ) 2
 OD1672  NGVD 29 (07/19/86)  272.3    (m)          893.     (f) VERT ANG       
 OD1672
 OD1672.Superseded values are not recommended for survey control.
 OD1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1672.See file dsdata.txt to determine how the superseded data were derived.
 OD1672
 OD1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8988783130(NAD 83)
 OD1672_MARKER: DD = SURVEY DISK
 OD1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1672
 OD1672  HISTORY     - Date     Condition        Report By
 OD1672  HISTORY     - 1973     MONUMENTED       NY-091
 OD1672
 OD1672                          STATION DESCRIPTION
 OD1672
 OD1672'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1672'THE STATION IS ABOUT 4.5 MILES SOUTHWEST OF THE VILLAGE OF
 OD1672'CORINTH, 1.5 MILES WEST OF SOUTH CORINTH, AND 5.5 MILES NORTHWEST
 OD1672'OF GREENFIELD CENTER IN THE TOWN OF CORINTH.
 OD1672'
 OD1672'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1672'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 3.7 MILES TO THE
 OD1672'Y-ROAD INTERSECTION OF CHATMAN STREET ON THE RIGHT.  TURN RIGHT
 OD1672'AND GO SOUTHWEST ON CHATMAN STREET FOR 0.35 MILE TO THE JUNCTION
 OD1672'OF SCHOOL STREET ON THE RIGHT.  TURN RIGHT AND GO WEST ON SCHOOL
 OD1672'STREET FOR 0.30 MILE TO THE JUNCTION OF TANNERY HILL ROAD ON
 OD1672'LEFT AND MINER ROAD STRAIGHT.  GO STRAIGHT ON MINER ROAD AND
 OD1672'CONTINUE WEST FOR 0.95 MILE TO AZIMUTH MARK, AJA-1 (SACGS) ON
 OD1672'THE LEFT.  CONTINUE WEST ON MINER ROAD FOR 0.2 MILE TO T-ROAD
 OD1672'INTERSECTION OF WELLS ROAD ON RIGHT AND STATION ON LEFT.
 OD1672'
 OD1672'STATION MARKS ARE STANDARD DISKS OF THE SARATOGA COUNTY
 OD1672'GEODETIC SURVEY STAMPED AJA.  THE SURFACE MARK IS SET IN THE
 OD1672'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OD1672'GROUND.  IT IS LOCATED 12.3 FEET SOUTH OF THE CENTER LINE OF
 OD1672'MINER ROAD, 41.0 FEET WEST OF A SIGN (CAMP SKYWARD, GIRL SCOUTS
 OD1672'USA), 38.6 FEET NORTHWEST OF A 15-INCH WHITE PINE TREE, 25.3
 OD1672'FEET NORTHEAST OF A CABLE ROUTE SIGN, 36.3 FEET EAST OF POLE
 OD1672'NYP 748, NYT 31, 46.4 FEET NORTHEAST OF THE EAST RANGE LINE OF
 OD1672'THE HOUSE ON THE NORTHWEST CORNER OF THE INTERSECTION, 88.2
 OD1672'FEET SOUTHEAST OF A 22-INCH WHITE PINE TREE, AND 14 FEET
 OD1672'EAST OF THE EXTENSION OF THE CENTER LINE OF WELLS ROAD.  THE
 OD1672'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1672'CONCRETE 48 INCHES BELOW THE SURFACE.
 OD1672'
 OD1672'AZIMUTH MARK, AJA-1 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1672'COUNTY GEODETIC SURVEY STAMPED AJA-1.  IT IS SET IN THE TOP OF A
 OD1672'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1672'GROUND.  IT IS LOCATED 14.0 FEET SOUTH OF THE CENTER LINE OF
 OD1672'MINER ROAD, 40.7 FEET SOUTH OF A 15-INCH WHITE PINE TREE, 43.9
 OD1672'FEET SOUTHWEST OF THE CENTERLINE OF A CLUMP OF CHERRY TREES,
 OD1672'36.2 FEET NORTHWEST OF A CABLE ROUTE SIGN, 26.9 FEET NORTHEAST
 OD1672'OF POLE NYP 26, AND 95.7 FEET EAST OF A 10-INCH CHERRY
 OD1672'TREE.
 OD1672'
 OD1672'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1597 ***********************************************************************
 OD1597  DESIGNATION -  AJB
 OD1597  PID         -  OD1597
 OD1597  STATE/COUNTY-  NY/SARATOGA
 OD1597  USGS QUAD   -  CORINTH (1968)
 OD1597
 OD1597                         *CURRENT SURVEY CONTROL
 OD1597  ___________________________________________________________________
 OD1597* NAD 83(1996)-  43 11 42.85969(N)    073 52 24.89425(W)     ADJUSTED  
 OD1597* NAVD 88     -       215.4    (meters)     707.     (feet)  VERTCON   
 OD1597  ___________________________________________________________________
 OD1597  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 OD1597  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 OD1597
 OD1597  HORZ ORDER  -  SECOND
 OD1597
 OD1597.The horizontal coordinates were established by classical geodetic methods
 OD1597.and adjusted by the National Geodetic Survey in January 1999..
 OD1597
 OD1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1597
 OD1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1597
 OD1597.The geoid height was determined by GEOID03.
 OD1597
 OD1597;                    North         East     Units Scale Factor Converg.
 OD1597;SPC NY E     -   484,550.262   200,911.703   MT  0.99993188   +0 25 43.6
 OD1597;SPC NY E     - 1,589,728.65    659,157.81   sFT  0.99993188   +0 25 43.6
 OD1597;UTM  18      - 4,783,111.940   591,521.647   MT  0.99970304   +0 46 15.9
 OD1597
 OD1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1597!SPC NY E     -   0.99997095  x   0.99993188  =   0.99990283
 OD1597!UTM  18      -   0.99997095  x   0.99970304  =   0.99967400
 OD1597
 OD1597|---------------------------------------------------------------------|
 OD1597| PID    Reference Object                     Distance      Geod. Az  |
 OD1597|                                                           dddmmss.s |
 OD1597| OD1598 AJB A SACGS 1973                      8.939 METERS 08625     |
 OD1597| DE4554 AJB 1                                              1943758.5 |
 OD1597|---------------------------------------------------------------------|
 OD1597
 OD1597                          SUPERSEDED SURVEY CONTROL
 OD1597
 OD1597  NAD 83(1996)-  43 11 42.86330(N)    073 52 24.89506(W) AD(       ) 2
 OD1597  NAD 83(1992)-  43 11 42.86373(N)    073 52 24.89473(W) AD(       ) 2
 OD1597  NAD 83(1986)-  43 11 42.86396(N)    073 52 24.89384(W) AD(       ) 2
 OD1597  NAD 27      -  43 11 42.60206(N)    073 52 26.45056(W) AD(       ) 2
 OD1597  NGVD 29 (07/19/86)  215.5    (m)          707.     (f) VERT ANG       
 OD1597
 OD1597.Superseded values are not recommended for survey control.
 OD1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1597.See file dsdata.txt to determine how the superseded data were derived.
 OD1597
 OD1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9152283112(NAD 83)
 OD1597_MARKER: DD = SURVEY DISK
 OD1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1597
 OD1597  HISTORY     - Date     Condition        Report By
 OD1597  HISTORY     - 1973     MONUMENTED       NY-091
 OD1597
 OD1597                          STATION DESCRIPTION
 OD1597
 OD1597'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1597'THE STATION IS ABOUT 4 MILES SOUTHWEST OF THE VILLAGE OF CORINTH,
 OD1597'0.5 MILE WEST OF SOUTH CORINTH, AND 5 MILES NORTHWEST OF
 OD1597'GREENFIELD CENTER IN THE TOWN OF CORINTH.
 OD1597'
 OD1597'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1597'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 3.7 MILES TO THE
 OD1597'Y-ROAD INTERSECTION OF CHATMAN STREET ON THE RIGHT.  TURN RIGHT
 OD1597'AND GO SOUTHWEST ON CHATMAN STREET FOR 0.35 MILE TO THE JUNCTION
 OD1597'OF SCHOOL STREET ON THE RIGHT.  TURN RIGHT AND GO WEST ON SCHOOL
 OD1597'STREET FOR 0.30 MILE TO A JUNCTION OF MINER ROAD (STRAIGHT) AND
 OD1597'TANNERY HILL ROAD TO THE LEFT.  TURN LEFT ON TO TANNERY HILL
 OD1597'ROAD AND GO SOUTH FOR 309 FEET TO THE STATION ON THE RIGHT.
 OD1597'
 OD1597'TO REACH AZIMUTH MARK, AJB-1 (SACGS), FROM THE STATION, CONTINUE
 OD1597'SOUTH ON TANNERY HILL ROAD FOR 0.20 MILE TO THE MARK ON THE RIGHT.
 OD1597'
 OD1597'STATION MARKS ARE STANDARD DISKS OF THE SARATOGA COUNTY GEODETIC
 OD1597'SURVEY STAMPED AJB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1597'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 OD1597'IS LOCATED 13.6 FEET WEST OF THE CENTER-LINE OF TANNERY HILL
 OD1597'ROAD, 174.7 FEET EAST OF A POINTED TOP BOULDER, 224 FEET
 OD1597'SOUTHEAST OF THE CENTER OF A 10-FEET DIAMETER BOULDER, AND 150.6
 OD1597'FEET SOUTHWEST OF POLE 948, NYT 5.  THE UNDERGROUND MARK IS SET
 OD1597'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OD1597'THE SURFACE.
 OD1597'
 OD1597'AZIMUTH MARK, AJB-1 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1597'COUNTY GEODETIC SURVEY STAMPED AJB-1.  IT IS SET IN THE TOP OF
 OD1597'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1597'GROUND.  IT IS LOCATED 14.0 FEET WEST OF THE CENTER-LINE OF
 OD1597'TANNERY HILL ROAD, 97.6 FEET NORTHWEST OF POLE NM 7, 14.0 FEET
 OD1597'NORTH OF THE WEST END OF A 15-INCH REINFORCED CONCRETE PIPE, AND
 OD1597'92.2 FEET SOUTHWEST OF POLE NM 6.
 OD1597'
 OD1597'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1676 ***********************************************************************
 OD1676  DESIGNATION -  AJC
 OD1676  PID         -  OD1676
 OD1676  STATE/COUNTY-  NY/SARATOGA
 OD1676  USGS QUAD   -  PORTER CORNERS (1968)
 OD1676
 OD1676                         *CURRENT SURVEY CONTROL
 OD1676  ___________________________________________________________________
 OD1676* NAD 83(1996)-  43 11 05.86397(N)    073 53 14.90477(W)     ADJUSTED  
 OD1676* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 OD1676  ___________________________________________________________________
 OD1676  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 OD1676  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 OD1676
 OD1676  HORZ ORDER  -  SECOND
 OD1676
 OD1676.The horizontal coordinates were established by classical geodetic methods
 OD1676.and adjusted by the National Geodetic Survey in January 1999..
 OD1676
 OD1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1676
 OD1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1676
 OD1676.The geoid height was determined by GEOID03.
 OD1676
 OD1676;                    North         East     Units Scale Factor Converg.
 OD1676;SPC NY E     -   483,400.323   199,791.006   MT  0.99993049   +0 25 09.1
 OD1676;SPC NY E     - 1,585,955.89    655,480.99   sFT  0.99993049   +0 25 09.1
 OD1676;UTM  18      - 4,781,955.593   590,408.094   MT  0.99970055   +0 45 41.1
 OD1676
 OD1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1676!SPC NY E     -   0.99996596  x   0.99993049  =   0.99989645
 OD1676!UTM  18      -   0.99996596  x   0.99970055  =   0.99966652
 OD1676
 OD1676|---------------------------------------------------------------------|
 OD1676| PID    Reference Object                     Distance      Geod. Az  |
 OD1676|                                                           dddmmss.s |
 OD1676| OD1668 AJC A SACGS 1973                     13.848 METERS 10813     |
 OD1676| DE4555 AJC 1                                              2552602.7 |
 OD1676|---------------------------------------------------------------------|
 OD1676
 OD1676                          SUPERSEDED SURVEY CONTROL
 OD1676
 OD1676  NAD 83(1996)-  43 11 05.86764(N)    073 53 14.90566(W) AD(       ) 2
 OD1676  NAD 83(1992)-  43 11 05.86802(N)    073 53 14.90528(W) AD(       ) 2
 OD1676  NAD 83(1986)-  43 11 05.86825(N)    073 53 14.90458(W) AD(       ) 2
 OD1676  NAD 27      -  43 11 05.60604(N)    073 53 16.45981(W) AD(       ) 2
 OD1676  NGVD 29 (07/19/86)  247.3    (m)          811.     (f) VERT ANG       
 OD1676
 OD1676.Superseded values are not recommended for survey control.
 OD1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1676.See file dsdata.txt to determine how the superseded data were derived.
 OD1676
 OD1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9040881956(NAD 83)
 OD1676_MARKER: DD = SURVEY DISK
 OD1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1676
 OD1676  HISTORY     - Date     Condition        Report By
 OD1676  HISTORY     - 1973     MONUMENTED       NY-091
 OD1676
 OD1676                          STATION DESCRIPTION
 OD1676
 OD1676'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1676'THE STATION IS ABOUT 5.0 MILES SOUTHWEST OF THE VILLAGE OF CORINTH
 OD1676'1.5 MILES SOUTHWEST OF SOUTH CORINTH, AND 4.5 MILES NORTHWEST
 OD1676'OF GREENFIELD CENTER IN THE TOWN OF GREENFIELD.
 OD1676'
 OD1676'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1676'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 3.7 MILES TO THE
 OD1676'Y-ROAD INTERSECTION OF CHATMAN STREET ON THE RIGHT.  TURN RIGHT
 OD1676'AND GO SOUTHWEST ON CHATMAN STREET FOR 0.35 MILES TO THE JUNCTION
 OD1676'OF SCHOOL STREET ON THE RIGHT.  TURN RIGHT AND GO WEST ON SCHOOL
 OD1676'STREET FOR 0.30 MILES TO JUNCTION OF TANNERY HILL ROAD ON LEFT
 OD1676'AND MINER ROAD (STRAIGHT).  BEAR LEFT ON TO TANNERY HILL ROAD AND
 OD1676'GO SOUTH FOR 0.80 MILE TO A FORK WITH ALPINE MEADOWS ROAD ON
 OD1676'RIGHT.  BEAR RIGHT ON ALPINE MEADOWS ROAD AND GO WEST FOR
 OD1676'0.45 MILE TO THE STATION ON THE RIGHT.
 OD1676'
 OD1676'TO REACH AZIMUTH MARK, AJC-1 (SACGS), FROM THE STATION CONTINUE
 OD1676'WEST ON ALPINE MEADOWS ROAD FOR 0.20 MILE TO THE MARK ON THE
 OD1676'RIGHT.
 OD1676'
 OD1676'STATION MARKS ARE STANDARD DISKS OF THE SARATOGA COUNTY GEODETIC
 OD1676'SURVEY STAMPED AJC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1676'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 OD1676'IS LOCATED 12.2 FEET NORTH OF THE CENTERLINE OF ALPINE MEADOWS
 OD1676'ROAD, 47.6 FEET NORTHEAST OF A 33-INCH ELM TREE, 52.6 FEET
 OD1676'NORTHEAST OF A CURVE SIGN, 6.0 FEET SOUTHEAST OF POLE NYP 44,
 OD1676'AND 31.5 FEET NORTHWEST OF A 15-INCH LOCUST TREE.  THE
 OD1676'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1676'CONCRETE 48 INCHES BELOW THE SURFACE.
 OD1676'
 OD1676'AZIMUTH MARK, AJC-1 (SACGS), IS A STANDARD DISK OF THE SARATOGA
 OD1676'COUNTY GEODETIC SURVEY STAMPED AJC-1.  IT IS SET IN THE TOP OF
 OD1676'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1676'GROUND.  IT IS LOCATED 16.7 FEET NORTHWEST OF THE CENTERLINE OF
 OD1676'ALPINE MEADOWS ROAD, 44.9 FEET NORTHEAST OF A 10-INCH CHERRY
 OD1676'TREE, 6.0 FEET SOUTH OF A STONEWALL AND BARBED WIRE FENCE,
 OD1676'11.2 FEET SOUTHWEST OF DOUBLE 3-INCH MAPLE TREES, 66.7 FEET
 OD1676'SOUTHWEST OF TELEPHONE POLE 37, AND 45.0 FEET NORTHWEST OF A
 OD1676'6-INCH POPLAR TREE.
 OD1676'
 OD1676'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1583 ***********************************************************************
 OD1583  DESIGNATION -  AJD
 OD1583  PID         -  OD1583
 OD1583  STATE/COUNTY-  NY/SARATOGA
 OD1583  USGS QUAD   -  CORINTH (1968)
 OD1583
 OD1583                         *CURRENT SURVEY CONTROL
 OD1583  ___________________________________________________________________
 OD1583* NAD 83(1996)-  43 11 45.53429(N)    073 51 55.11882(W)     ADJUSTED  
 OD1583* NAVD 88     -       213.0    (meters)     699.     (feet)  VERTCON   
 OD1583  ___________________________________________________________________
 OD1583  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 OD1583  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OD1583
 OD1583  HORZ ORDER  -  SECOND
 OD1583
 OD1583.The horizontal coordinates were established by classical geodetic methods
 OD1583.and adjusted by the National Geodetic Survey in January 1999..
 OD1583
 OD1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1583
 OD1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1583
 OD1583.The geoid height was determined by GEOID03.
 OD1583
 OD1583;                    North         East     Units Scale Factor Converg.
 OD1583;SPC NY E     -   484,637.856   201,583.295   MT  0.99993272   +0 26 04.0
 OD1583;SPC NY E     - 1,590,016.03    661,361.19   sFT  0.99993272   +0 26 04.0
 OD1583;UTM  18      - 4,783,203.524   592,192.550   MT  0.99970455   +0 46 36.3
 OD1583
 OD1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1583!SPC NY E     -   0.99997133  x   0.99993272  =   0.99990405
 OD1583!UTM  18      -   0.99997133  x   0.99970455  =   0.99967588
 OD1583
 OD1583:                Primary Azimuth Mark                     Grid Az
 OD1583:SPC NY E     -  AJD 1                                    010 28 08.5
 OD1583:UTM  18      -  AJD 1                                    010 07 36.2
 OD1583
 OD1583|---------------------------------------------------------------------|
 OD1583| PID    Reference Object                     Distance      Geod. Az  |
 OD1583|                                                           dddmmss.s |
 OD1583| DE4556 AJD 1                                              0105412.5 |
 OD1583| OD1582 AJD A SACGS 1973                      6.013 METERS 34934     |
 OD1583|---------------------------------------------------------------------|
 OD1583
 OD1583                          SUPERSEDED SURVEY CONTROL
 OD1583
 OD1583  NAD 83(1996)-  43 11 45.53786(N)    073 51 55.11962(W) AD(       ) 2
 OD1583  NAD 83(1992)-  43 11 45.53830(N)    073 51 55.11931(W) AD(       ) 2
 OD1583  NAD 83(1986)-  43 11 45.53862(N)    073 51 55.11831(W) AD(       ) 2
 OD1583  NAD 27      -  43 11 45.27669(N)    073 51 56.67608(W) AD(       ) 2
 OD1583  NGVD 29 (07/19/86)  213.1    (m)          699.     (f) VERT ANG       
 OD1583
 OD1583.Superseded values are not recommended for survey control.
 OD1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1583.See file dsdata.txt to determine how the superseded data were derived.
 OD1583
 OD1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9219383204(NAD 83)
 OD1583_MARKER: DD = SURVEY DISK
 OD1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1583
 OD1583  HISTORY     - Date     Condition        Report By
 OD1583  HISTORY     - 1973     MONUMENTED       NY-091
 OD1583
 OD1583                          STATION DESCRIPTION
 OD1583
 OD1583'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1583'THE STATION IS ABOUT 0.1 MILE EAST OF SOUTH CORINTH, 4.0 MILES
 OD1583'SOUTHWEST OF CORINTH, AND 5.0 MILES NORTHWEST OF GREENFIELD
 OD1583'CENTER, IN THE TOWNSHIP OF CORINTH.
 OD1583'
 OD1583'TO REACH THE STATION FROM THE POST OFFICE IN VILLAGE OF
 OD1583'CORINTH, GO SOUTH ON STATE HIGHWAY 9N, FOR 3.6 MILES TO
 OD1583'AZIMUTH MARK, AJD-1 (SACGS), ON THE LEFT.  CONTINUE SOUTH ON
 OD1583'STATE HIGHWAY 9N FOR 0.4 MILE TO THE STATION ON THE RIGHT AT
 OD1583'THE SOUTHWEST CORNER OF INTERSECTION OF STATE HIGHWAY 9N AND
 OD1583'DEPOT ROAD.
 OD1583'
 OD1583'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1583'SURVEY STAMPED AJD.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1583'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1583'THE GROUND.  IT IS LOCATED 39.1 FEET NORTHWEST OF NORTHERLY
 OD1583'MOST WOODEN GUARD RAIL ON THE EAST SIDE OF STATE HIGHWAY 9N AND
 OD1583'SOUTH OF DEPOT ROAD, 16.2 FEET NORTHWEST OF NORTHERLY MOST
 OD1583'CONCRETE GUARD RAIL ON WEST SIDE OF STATE HIGHWAY
 OD1583'9N AND SOUTH OF DEPOT ROAD, 4.6 FEET SOUTHEAST OF RANGE LINE
 OD1583'OFF NORTHWESTERLY MOST SIDE OF HOUSE WEST OF STATE HIGHWAY 9N
 OD1583'AND SOUTH OF DEPOT ROAD, 72.6 FEET SOUTHEAST OF POWER POLE
 OD1583'NH 1, NYT 2, WEST OF STATE HIGHWAY 9N AND NORTH OF DEPOT
 OD1583'ROAD, 31.0 FEET SOUTH OF CENTERLINE OF DEPOT ROAD, AND
 OD1583'22.3 FEET WEST OF CENTERLINE OF STATE HIGHWAY 9N.  THE
 OD1583'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1583'CONCRETE 48-INCHES BELOW THE SURFACE.
 OD1583'
 OD1583'AZIMUTH MARK, AJD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1583'COUNTY GEODETIC SURVEY STAMPED AJD-1.  IT IS SET IN THE TOP OF
 OD1583'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1583'THE GROUND.  IT IS LOCATED 54.3 FEET SOUTHEAST OF 30-INCH MAPLE
 OD1583'TREE ON WEST SIDE OF STATE HIGHWAY 9N, 14.0 FEET SOUTHEAST OF
 OD1583'POWER POLE 406 ON EAST SIDE OF STATE HIGHWAY 9N, 1.5 FEET
 OD1583'SOUTH OF RANGE LINE OFF SOUTHERLY MOST SIDE OF PORCH ATTACHED
 OD1583'TO TWO-STORY HOUSE ON WEST SIDE OF STATE HIGHWAY 9N, 94.9 FEET
 OD1583'NORTHEAST OF POWER POLE NYP 279 ON WEST SIDE OF STATE HIGHWAY
 OD1583'9N, AND 17.5 FEET EAST OF CENTERLINE OF STATE HIGHWAY 9N.
 OD1583'
 OD1583'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1601 ***********************************************************************
 OD1601  DESIGNATION -  AJE
 OD1601  PID         -  OD1601
 OD1601  STATE/COUNTY-  NY/SARATOGA
 OD1601  USGS QUAD   -  CORINTH (1968)
 OD1601
 OD1601                         *CURRENT SURVEY CONTROL
 OD1601  ___________________________________________________________________
 OD1601* NAD 83(1996)-  43 10 46.16049(N)    073 50 36.87847(W)     ADJUSTED  
 OD1601* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 OD1601  ___________________________________________________________________
 OD1601  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 OD1601  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 OD1601
 OD1601  HORZ ORDER  -  SECOND
 OD1601
 OD1601.The horizontal coordinates were established by classical geodetic methods
 OD1601.and adjusted by the National Geodetic Survey in January 1999..
 OD1601
 OD1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1601
 OD1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1601
 OD1601.The geoid height was determined by GEOID03.
 OD1601
 OD1601;                    North         East     Units Scale Factor Converg.
 OD1601;SPC NY E     -   482,819.373   203,364.013   MT  0.99993502   +0 26 57.1
 OD1601;SPC NY E     - 1,584,049.89    667,203.43   sFT  0.99993502   +0 26 57.1
 OD1601;UTM  18      - 4,781,396.121   593,983.692   MT  0.99970866   +0 47 29.0
 OD1601
 OD1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1601!SPC NY E     -   0.99997263  x   0.99993502  =   0.99990765
 OD1601!UTM  18      -   0.99997263  x   0.99970866  =   0.99968129
 OD1601
 OD1601|---------------------------------------------------------------------|
 OD1601| PID    Reference Object                     Distance      Geod. Az  |
 OD1601|                                                           dddmmss.s |
 OD1601| OD1600 AJE A SACGS 1973                     15.237 METERS 25431     |
 OD1601| DE4557 AJE 1                                              3363928.6 |
 OD1601|---------------------------------------------------------------------|
 OD1601
 OD1601                          SUPERSEDED SURVEY CONTROL
 OD1601
 OD1601  NAD 83(1996)-  43 10 46.16397(N)    073 50 36.87940(W) AD(       ) 2
 OD1601  NAD 83(1992)-  43 10 46.16447(N)    073 50 36.87904(W) AD(       ) 2
 OD1601  NAD 83(1986)-  43 10 46.16482(N)    073 50 36.87797(W) AD(       ) 2
 OD1601  NAD 27      -  43 10 45.90232(N)    073 50 38.43860(W) AD(       ) 2
 OD1601  NGVD 29 (07/19/86)  204.9    (m)          672.     (f) VERT ANG       
 OD1601
 OD1601.Superseded values are not recommended for survey control.
 OD1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1601.See file dsdata.txt to determine how the superseded data were derived.
 OD1601
 OD1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9398481396(NAD 83)
 OD1601_MARKER: DD = SURVEY DISK
 OD1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1601
 OD1601  HISTORY     - Date     Condition        Report By
 OD1601  HISTORY     - 1973     MONUMENTED       NY-091
 OD1601
 OD1601                          STATION DESCRIPTION
 OD1601
 OD1601'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1601'THE STATION IS LOCATED 4.5 MILES SOUTH OF VILLAGE OF CORINTH,
 OD1601'2.0 MILES SOUTHEAST OF SOUTH CORINTH, AND 3.5 MILES NORTH OF
 OD1601'GREENFIELD.
 OD1601'
 OD1601'TO REACH THE STATION FROM THE POST OFFICE OF THE VILLAGE OF
 OD1601'CORINTH, GO SOUTH ON STATE HIGHWAY 9N FOR 4.0 MILES TO THE
 OD1601'INTERSECTION OF STATE HIGHWAY 9N AND DEPOT ROAD.  TURN
 OD1601'LEFT ON DEPOT ROAD AND GO EAST FOR 0.65 MILES TO THE JUNCTION OF
 OD1601'DEPOT ROAD, COMSTOCK ROAD ON THE LEFT AND HOWE ROAD STRAIGHT
 OD1601'AHEAD.  GO STRAIGHT ON HOWE ROAD AND PROCEED SOUTHEAST FOR 0.95
 OD1601'MILES TO AZIMUTH MARK, AJE-1 (SACGS), ON THE LEFT.  CONTINUE
 OD1601'SOUTHEAST ON HOWE ROAD FOR 0.2 MILES TO THE T-ROAD
 OD1601'INTERSECTION OF HOWE ROAD AND SPIER FALLS ROAD (COUNTY HIGHWAY
 OD1601'25).  THE STATION IS ON THE SOUTHEAST SIDE OF SPIER FALLS
 OD1601'ROAD OPPOSITE THE SOUTHWEST EDGE OF HOWE ROAD.
 OD1601'
 OD1601'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1601'SURVEY STAMPED AJE.  THE SURFACE MARK IS SET IN THE TOP OF
 OD1601'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1601'GROUND.  IT IS LOCATED 50.0 FEET SOUTHEAST OF ROAD SIGN
 OD1601'DESIGNATING SPIER FALLS ROAD AND HOWE ROAD, NORTHEAST OF HOWE ROAD
 OD1601'AND NORTHWEST OF SPIER FALLS ROAD, 48.9 FEET SOUTHWEST OF
 OD1601'CENTERLINE OF PIPE AT END ON CONCRETE HEADWALL ON SOUTHEAST
 OD1601'SIDE OF SPIER FALLS ROAD, 56.1 FEET SOUTHEAST OF POLE 5, NYT
 OD1601'2, AND 70.4 FEET SOUTHEAST OF STOP SIGN, BOTH ON
 OD1601'NORTHWEST SIDE OF SPIER FALLS ROAD AND THE SOUTHWEST SIDE
 OD1601'OF HOWE ROAD, 17.7 FEET SOUTHEAST OF CENTERLINE OF SPIER
 OD1601'FALLS ROAD AND 8.0 FEET SOUTHWEST OF EXTENSION OF
 OD1601'CENTERLINE OF HOWE ROAD.  THE UNDERGROUND MARK IS SET
 OD1601'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OD1601'BELOW THE SURFACE.
 OD1601'
 OD1601'AZIMUTH MARK, AJE-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1601'COUNTY GEODETIC SURVEY STAMPED AJE-1.  IT IS SET IN THE TOP OF A
 OD1601'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.5 FOOT BELOW
 OD1601'THE GROUND.  IT IS LOCATED 177.0 FEET SOUTHEAST OF CENTERLINE OF
 OD1601'DIRT DRIVE OFF SOUTHWEST SIDE OF HOWE ROAD, 174.7 FEET SOUTHEAST
 OD1601'OF MAILBOX OF RICHARD ATWELL ON THE NORTHEAST SIDE OF HOWE ROAD,
 OD1601'9.8 FEET SOUTHWEST OF STONEWALL IN TREE ROW, AND 39.3 FEET
 OD1601'NORTHWEST OF 19-INCH MAPLE TREE WITH NO TRESPASSING SIGN
 OD1601'ATTACHED, BOTH ON NORTHEAST SIDE OF HOWE ROAD, 37.6 FEET
 OD1601'NORTHEAST OF STONEWALL WITH REMNANTS OF BARBED WIRE FENCE
 OD1601'LINE, AND 151.8 FEET SOUTHEAST OF 35-INCH MAPLE TREE, BOTH ON
 OD1601'SOUTHWEST SIDE OF HOWE ROAD, 69.2 FEET NORTHWEST OF CENTERLINE
 OD1601'OF DIRT DRIVE OFF NORTHEAST SIDE OF HOWE ROAD, AND 10.6
 OD1601'FEET NORTHEAST OF CENTERLINE OF HOWE ROAD.
 OD1601'
 OD1601'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1605 ***********************************************************************
 OD1605  DESIGNATION -  AJQ
 OD1605  PID         -  OD1605
 OD1605  STATE/COUNTY-  NY/SARATOGA
 OD1605  USGS QUAD   -  CORINTH (1968)
 OD1605
 OD1605                         *CURRENT SURVEY CONTROL
 OD1605  ___________________________________________________________________
 OD1605* NAD 83(1996)-  43 09 05.25497(N)    073 51 15.64866(W)     ADJUSTED  
 OD1605* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 OD1605  ___________________________________________________________________
 OD1605  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 OD1605  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OD1605
 OD1605  HORZ ORDER  -  SECOND
 OD1605
 OD1605.The horizontal coordinates were established by classical geodetic methods
 OD1605.and adjusted by the National Geodetic Survey in January 1999..
 OD1605
 OD1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1605
 OD1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1605
 OD1605.The geoid height was determined by GEOID03.
 OD1605
 OD1605;                    North         East     Units Scale Factor Converg.
 OD1605;SPC NY E     -   479,698.920   202,512.507   MT  0.99993391   +0 26 29.7
 OD1605;SPC NY E     - 1,573,812.21    664,409.78   sFT  0.99993391   +0 26 29.7
 OD1605;UTM  18      - 4,778,271.348   593,151.021   MT  0.99970674   +0 47 01.0
 OD1605
 OD1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1605!SPC NY E     -   0.99997593  x   0.99993391  =   0.99990984
 OD1605!UTM  18      -   0.99997593  x   0.99970674  =   0.99968268
 OD1605
 OD1605|---------------------------------------------------------------------|
 OD1605| PID    Reference Object                     Distance      Geod. Az  |
 OD1605|                                                           dddmmss.s |
 OD1605| OD1602 AJQ A SACGS 1973                     10.731 METERS 01106     |
 OD1605| DE4558 AJQ 1                                              3363138.1 |
 OD1605|---------------------------------------------------------------------|
 OD1605
 OD1605                          SUPERSEDED SURVEY CONTROL
 OD1605
 OD1605  NAD 83(1996)-  43 09 05.25849(N)    073 51 15.64980(W) AD(       ) 2
 OD1605  NAD 83(1992)-  43 09 05.25896(N)    073 51 15.64930(W) AD(       ) 2
 OD1605  NAD 83(1986)-  43 09 05.25923(N)    073 51 15.64837(W) AD(       ) 2
 OD1605  NAD 27      -  43 09 04.99593(N)    073 51 17.20792(W) AD(       ) 2
 OD1605  NGVD 29 (07/19/86)  183.9    (m)          603.     (f) VERT ANG       
 OD1605
 OD1605.Superseded values are not recommended for survey control.
 OD1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1605.See file dsdata.txt to determine how the superseded data were derived.
 OD1605
 OD1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9315178271(NAD 83)
 OD1605_MARKER: DD = SURVEY DISK
 OD1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1605
 OD1605  HISTORY     - Date     Condition        Report By
 OD1605  HISTORY     - 1973     MONUMENTED       NY-091
 OD1605
 OD1605                          STATION DESCRIPTION
 OD1605
 OD1605'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1605'THE STATION IS LOCATED 3.5 MILES SOUTHEAST OF SOUTH CORINTH,
 OD1605'6.5 MILES SOUTHWEST OF CORINTH, AND 1.5 MILES NORTHWEST OF
 OD1605'GREENFIELD CENTER, IN THE TOWNSHIP OF GREENFIELD.
 OD1605'
 OD1605'TO REACH THE STATION FROM THE TOWN HALL IN GREENFIELD CENTER,
 OD1605'GO NORTH ON STATE HIGHWAY 9N FOR 1.65 MILES TO THE STATION ON
 OD1605'THE RIGHT.
 OD1605'
 OD1605'TO REACH AZIMUTH MARK, AJQ-1 (SACGS), FROM THE STATION,
 OD1605'CONTINUE NORTHWEST ON STATE HIGHWAY 9N FOR 0.6 MILES TO THE
 OD1605'MARK ON THE LEFT.
 OD1605'
 OD1605'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1605'SURVEY STAMPED AJQ.  THE SURFACE MARK IS SET IN THE TOP OF
 OD1605'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1605'GROUND.  IT IS LOCATED 30.8 FEET EAST OF CENTERLINE OF STATE
 OD1605'HIGHWAY 9N, 2.9 FEET EAST OF STEEL GUARD RAIL ON EAST SIDE OF
 OD1605'STATE HIGHWAY 9N ACROSS FROM PAVED ROAD ON WEST SIDE OF STATE
 OD1605'HIGHWAY 9N, AND 46.0 FEET SOUTHWEST OF FACE OF TELEPHONE CABLE
 OD1605'JUNCTION BOX ON EAST SIDE OF STATE HIGHWAY 9N.  THE
 OD1605'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1605'CONCRETE 48 INCHES BELOW THE SURFACE.
 OD1605'
 OD1605'AZIMUTH MARK, AJQ-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1605'COUNTY GEODETIC SURVEY STAMPED AJQ-1.  IT IS SET IN THE TOP OF
 OD1605'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1605'ABOVE THE GROUND.  IT IS LOCATED 45.4 FEET NORTHWEST OF NORTHEAST
 OD1605'CORNER OF STONE BRIDGE ON WEST SIDE OF STATE HIGHWAY 9N, 19.5
 OD1605'FEET NORTHEAST OF CENTER OF TELEPHONE CABLE JUNCTION BOX AND
 OD1605'22.7 FEET SOUTHEAST OF WESTERLY MOST STEEL GUARD RAIL, BOTH ON
 OD1605'WEST SIDE OF STATE HIGHWAY 9N, 69.7 FEET SOUTHWEST OF POLE
 OD1605'NYP 200 ON EAST SIDE OF STATE HIGHWAY 9N, AND 17.8 FEET
 OD1605'WEST OF CENTERLINE OF STATE HIGHWAY 9N.
 OD1605'
 OD1605'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1674 ***********************************************************************
 OD1674  DESIGNATION -  AKA
 OD1674  PID         -  OD1674
 OD1674  STATE/COUNTY-  NY/SARATOGA
 OD1674  USGS QUAD   -  PORTER CORNERS (1968)
 OD1674
 OD1674                         *CURRENT SURVEY CONTROL
 OD1674  ___________________________________________________________________
 OD1674* NAD 83(1996)-  43 08 34.53521(N)    073 53 24.06837(W)     ADJUSTED  
 OD1674* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 OD1674  ___________________________________________________________________
 OD1674  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 OD1674  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 OD1674
 OD1674  HORZ ORDER  -  SECOND
 OD1674
 OD1674.The horizontal coordinates were established by classical geodetic methods
 OD1674.and adjusted by the National Geodetic Survey in January 1999..
 OD1674
 OD1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1674
 OD1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1674
 OD1674.The geoid height was determined by GEOID03.
 OD1674
 OD1674;                    North         East     Units Scale Factor Converg.
 OD1674;SPC NY E     -   478,729.259   199,618.101   MT  0.99993028   +0 25 01.7
 OD1674;SPC NY E     - 1,570,630.91    654,913.72   sFT  0.99993028   +0 25 01.7
 OD1674;UTM  18      - 4,777,284.655   590,263.114   MT  0.99970023   +0 45 32.7
 OD1674
 OD1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1674!SPC NY E     -   0.99997301  x   0.99993028  =   0.99990330
 OD1674!UTM  18      -   0.99997301  x   0.99970023  =   0.99967325
 OD1674
 OD1674:                Primary Azimuth Mark                     Grid Az
 OD1674:SPC NY E     -  AKA 1                                    016 40 03.0
 OD1674:UTM  18      -  AKA 1                                    016 19 32.0
 OD1674
 OD1674|---------------------------------------------------------------------|
 OD1674| PID    Reference Object                     Distance      Geod. Az  |
 OD1674|                                                           dddmmss.s |
 OD1674| DE4559 AKA 1                                              0170504.7 |
 OD1674| OD1669 AKA 2 SACGS 1973                    213.437 METERS 19610     |
 OD1674|---------------------------------------------------------------------|
 OD1674
 OD1674                          SUPERSEDED SURVEY CONTROL
 OD1674
 OD1674  NAD 83(1996)-  43 08 34.53895(N)    073 53 24.06926(W) AD(       ) 2
 OD1674  NAD 83(1992)-  43 08 34.53940(N)    073 53 24.06896(W) AD(       ) 2
 OD1674  NAD 83(1986)-  43 08 34.53954(N)    073 53 24.06782(W) AD(       ) 2
 OD1674  NAD 27      -  43 08 34.27523(N)    073 53 25.62371(W) AD(       ) 2
 OD1674  NGVD 29 (07/19/86)  202.5    (m)          664.     (f) VERT ANG       
 OD1674
 OD1674.Superseded values are not recommended for survey control.
 OD1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1674.See file dsdata.txt to determine how the superseded data were derived.
 OD1674
 OD1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9026377285(NAD 83)
 OD1674_MARKER: DD = SURVEY DISK
 OD1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1674
 OD1674  HISTORY     - Date     Condition        Report By
 OD1674  HISTORY     - 1973     MONUMENTED       NY-091
 OD1674
 OD1674                          STATION DESCRIPTION
 OD1674
 OD1674'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1674'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF SARATOGA
 OD1674'SPRINGS, 2.5 MILES NORTHWEST OF GREENFIELD CENTER, 4.0 MILES
 OD1674'NORTHEAST OF MIDDLE GROVE IN THE TOWNSHIP OF GREENFIELD.
 OD1674'
 OD1674'TO REACH THE STATION FROM THE TOWN HALL IN GREENFIELD CENTER,
 OD1674'GO NORTH ON STATE HIGHWAY 9N FOR 0.55 MILE TO THE T-ROAD
 OD1674'INTERSECTION OF BOCKES ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 OD1674'AND NORTHWEST ON BOCKES ROAD FOR 2.4 MILES TO THE T-ROAD
 OD1674'INTERSECTION OF BOCKES ROAD AND PORTER CORNERS ROAD.  TURN LEFT
 OD1674'AND GO NORTHWEST .25 MILE TO THE INTERSECTION OF PORTER CORNERS
 OD1674'ROAD AND COUNTY HIGHWAY 19.  TURN LEFT AND GO SOUTHWEST ON
 OD1674'COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.15 MILE TO AZIMUTH
 OD1674'MARK, AKA-1 (SACGS), ON THE LEFT.  CONTINUE SOUTHWEST ON
 OD1674'COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.30 MILE TO THE
 OD1674'STATION TO THE RIGHT.
 OD1674'
 OD1674'TO REACH AZIMUTH MARK, AKA-2 (SACGS), FROM THE STATION, CONTINUE
 OD1674'SOUTHWEST ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.15
 OD1674'MILE TO THE MARK ON THE RIGHT.
 OD1674'
 OD1674'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1674'SURVEY STAMPED AKA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1674'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 FOOT BELOW THE
 OD1674'GROUND.  IT IS LOCATED 27.6 FEET NORTHEAST OF NORTHEASTERLY MOST
 OD1674'CORNER OF A STONE RETAINING WALL ON WEST SIDE OF COUNTY HIGHWAY
 OD1674'19, 98.8 FEET SOUTHEAST OF POLE NM 58, NYT 8, 117.5 FEET SOUTH
 OD1674'OF RANGE LINE OFF SOUTHERLY MOST SIDE OF FOUNDATION OF A HOUSE
 OD1674'ON WEST SIDE OF COUNTY HIGHWAY 19, 87.3 FEET SOUTHWEST OF
 OD1674'SOUTHEAST CORNER OF A CONCRETE HEADWALL ON EAST SIDE OF
 OD1674'COUNTY HIGHWAY 19, 14.4 FEET WEST OF CENTERLINE OF COUNTY
 OD1674'HIGHWAY 19, AND 12.5 FEET NORTH OF CENTERLINE OF TRACK
 OD1674'ENTRANCE TO FIELD ON LEFT SIDE OF COUNTY HIGHWAY 19.  THE
 OD1674'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1674'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1674'
 OD1674'AZIMUTH MARK, AKA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1674'COUNTY GEODETIC SURVEY STAMPED AKA-1.  IT IS SET IN THE TOP OF
 OD1674'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 FOOT BELOW
 OD1674'THE GROUND.  IT IS LOCATED 50.2 FEET SOUTHEAST OF POLE NM 60,
 OD1674'NYT 1, 21.6 FEET SOUTHWEST OF SOUTHEAST CORNER OF A CONCRETE
 OD1674'HEADWALL ON SOUTHEAST SIDE OF COUNTY HIGHWAY 19, 103.0 FEET
 OD1674'SOUTHEAST OF 6-INCH WHITE PINE TREE ON SOUTHEAST SIDE OF COUNTY
 OD1674'HIGHWAY 19, 174 FEET NORTH OF RANGE LINE OFF NORTHERLY MOST
 OD1674'SIDE OF GARAGE WALL OF HOUSE 7859 ON THE WEST SIDE OF COUNTY
 OD1674'HIGHWAY 19, 134.5 FEET NORTHEAST OF POLE NM 59, NYT 2 ON WEST
 OD1674'SIDE OF COUNTY HIGHWAY 19, AND 13.0 FEET SOUTHEAST OF
 OD1674'CENTERLINE OF COUNTY HIGHWAY 19.
 OD1674'
 OD1674'AZIMUTH MARK, AKA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1674'COUNTY GEODETIC SURVEY STAMPED AKA-2.  IT IS SET IN THE TOP OF
 OD1674'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1674'GROUND.  IT IS LOCATED 48.8 FEET NORTHWEST OF TELEPHONE CABLE
 OD1674'MARKER NEAR HEAVY WOODS ON EAST SIDE OF COUNTY HIGHWAY 19,
 OD1674'104.9 FEET NORTH OF POLE NYP 50, NYT 11, ON WEST SIDE OF
 OD1674'COUNTY HIGHWAY 19, 15.6 FEET NORTHEAST OF RANGELINE OFF
 OD1674'NORTHEASTERLY SIDE OF GARAGE AND EDGE OF A CONCRETE DRIVEWAY
 OD1674'ON THE WEST SIDE OF COUNTY HIGHWAY 19, 135.0 FEET SOUTHWEST
 OD1674'OF SOUTHWEST CORNER OF A CONCRETE HEADWALL NEAR HEAVY WOODS
 OD1674'ON NORTHWEST SIDE OF COUNTY HIGHWAY 19, 136.5 FEET
 OD1674'SOUTHWEST OF SOUTHEAST CORNER OF A CONCRETE HEADWALL NEAR
 OD1674'HEAVY WOODS ON SOUTHEAST SIDE OF COUNTY HIGHWAY 19, AND
 OD1674'19.1 FEET WEST OF CENTERLINE OF COUNTY HIGHWAY 19 (NORTH
 OD1674'CREEK ROAD).
 OD1674'
 OD1674'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1669 ***********************************************************************
 OD1669  DESIGNATION -  AKA 2 SACGS 1973
 OD1669  PID         -  OD1669
 OD1669  STATE/COUNTY-  NY/SARATOGA
 OD1669  USGS QUAD   -  PORTER CORNERS (1968)
 OD1669
 OD1669                         *CURRENT SURVEY CONTROL
 OD1669  ___________________________________________________________________
 OD1669* NAD 83(1996)-  43 08 27.89240(N)    073 53 26.69828(W)     ADJUSTED  
 OD1669* NAVD 88     -       202.8    (meters)     665.     (feet)  VERTCON   
 OD1669  ___________________________________________________________________
 OD1669  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 OD1669  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 OD1669
 OD1669  HORZ ORDER  -  SECOND
 OD1669
 OD1669.The horizontal coordinates were established by classical geodetic methods
 OD1669.and adjusted by the National Geodetic Survey in January 1999..
 OD1669
 OD1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1669
 OD1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1669
 OD1669.The geoid height was determined by GEOID03.
 OD1669
 OD1669;                    North         East     Units Scale Factor Converg.
 OD1669;SPC NY E     -   478,523.850   199,560.167   MT  0.99993021   +0 24 59.8
 OD1669;SPC NY E     - 1,569,957.00    654,723.65   sFT  0.99993021   +0 24 59.8
 OD1669;UTM  18      - 4,777,078.951   590,206.421   MT  0.99970010   +0 45 30.8
 OD1669
 OD1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1669!SPC NY E     -   0.99997295  x   0.99993021  =   0.99990316
 OD1669!UTM  18      -   0.99997295  x   0.99970010  =   0.99967306
 OD1669
 OD1669                          SUPERSEDED SURVEY CONTROL
 OD1669
 OD1669  NAD 83(1996)-  43 08 27.89615(N)    073 53 26.69918(W) AD(       ) 2
 OD1669  NAD 83(1992)-  43 08 27.89659(N)    073 53 26.69887(W) AD(       ) 2
 OD1669  NAD 83(1986)-  43 08 27.89672(N)    073 53 26.69774(W) AD(       ) 2
 OD1669  NAD 27      -  43 08 27.63237(N)    073 53 28.25354(W) AD(       ) 2
 OD1669  NGVD 29 (07/19/86)  202.9    (m)          666.     (f) VERT ANG       
 OD1669
 OD1669.Superseded values are not recommended for survey control.
 OD1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1669.See file dsdata.txt to determine how the superseded data were derived.
 OD1669
 OD1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9020677079(NAD 83)
 OD1669_MARKER: DD = SURVEY DISK
 OD1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1669+STABILITY: SURFACE MOTION
 OD1669
 OD1669  HISTORY     - Date     Condition        Report By
 OD1669  HISTORY     - 1973     MONUMENTED       NY-091
 OD1669
 OD1669                          STATION DESCRIPTION
 OD1669
 OD1669'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1669'STATION AKA SACGS IS LOCATED ABOUT 7.0 MILES NORTHWEST OF SARATOGA
 OD1669'SPRINGS, 2.5 MILES NORTHWEST OF GREENFIELD CENTER, 4.0 MILES
 OD1669'NORTHEAST OF MIDDLE GROVE IN THE TOWNSHIP OF GREENFIELD.
 OD1669'
 OD1669'TO REACH STATION AKA SACGS FROM THE TOWN HALL IN GREENFIELD CENTER,
 OD1669'GO NORTH ON STATE HIGHWAY 9N FOR 0.55 MILE TO THE T-ROAD
 OD1669'INTERSECTION OF BOCKES ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 OD1669'AND NORTHWEST ON BOCKES ROAD FOR 2.4 MILES TO THE T-ROAD
 OD1669'INTERSECTION OF BOCKES ROAD AND PORTER CORNERS ROAD.  TURN LEFT
 OD1669'AND GO NORTHWEST .25 MILE TO THE INTERSECTION OF PORTER CORNERS
 OD1669'ROAD AND COUNTY HIGHWAY 19.  CONTINUE SOUTHWEST ON
 OD1669'COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.30 MILE TO THE
 OD1669'STATION TO THE RIGHT.
 OD1669'
 OD1669'TO REACH AZIMUTH MARK, AKA-2 (SACGS), FROM THE STATION, CONTINUE
 OD1669'SOUTHWEST ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.15
 OD1669'MILE TO THE MARK ON THE RIGHT.
 OD1669'
 OD1669'AZIMUTH MARK, AKA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1669'COUNTY GEODETIC SURVEY STAMPED AKA-2.  IT IS SET IN THE TOP OF
 OD1669'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1669'GROUND.  IT IS LOCATED 48.8 FEET NORTHWEST OF TELEPHONE CABLE
 OD1669'MARKER NEAR HEAVY WOODS ON EAST SIDE OF COUNTY HIGHWAY 19,
 OD1669'104.9 FEET NORTH OF POLE NYP 50, NYT 11, ON WEST SIDE OF
 OD1669'COUNTY HIGHWAY 19, 15.6 FEET NORTHEAST OF RANGELINE OFF
 OD1669'NORTHEASTERLY SIDE OF GARAGE AND EDGE OF A CONCRETE DRIVEWAY
 OD1669'ON THE WEST SIDE OF COUNTY HIGHWAY 19, 135.0 FEET SOUTHWEST
 OD1669'OF SOUTHWEST CORNER OF A CONCRETE HEADWALL NEAR HEAVY WOODS
 OD1669'ON NORTHWEST SIDE OF COUNTY HIGHWAY 19, 136.5 FEET
 OD1669'SOUTHWEST OF SOUTHEAST CORNER OF A CONCRETE HEADWALL NEAR
 OD1669'HEAVY WOODS ON SOUTHEAST SIDE OF COUNTY HIGHWAY 19, AND
 OD1669'19.1 FEET WEST OF CENTERLINE OF COUNTY HIGHWAY 19 (NORTH
 OD1669'CREEK ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1671 ***********************************************************************
 OD1671  DESIGNATION -  AKB
 OD1671  PID         -  OD1671
 OD1671  STATE/COUNTY-  NY/SARATOGA
 OD1671  USGS QUAD   -  PORTER CORNERS (1968)
 OD1671
 OD1671                         *CURRENT SURVEY CONTROL
 OD1671  ___________________________________________________________________
 OD1671* NAD 83(1996)-  43 08 03.51005(N)    073 53 43.10287(W)     ADJUSTED  
 OD1671* NAVD 88     -       205.8    (meters)     675.     (feet)  VERTCON   
 OD1671  ___________________________________________________________________
 OD1671  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 OD1671  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OD1671
 OD1671  HORZ ORDER  -  SECOND
 OD1671
 OD1671.The horizontal coordinates were established by classical geodetic methods
 OD1671.and adjusted by the National Geodetic Survey in January 1999..
 OD1671
 OD1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1671
 OD1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1671
 OD1671.The geoid height was determined by GEOID03.
 OD1671
 OD1671;                    North         East     Units Scale Factor Converg.
 OD1671;SPC NY E     -   477,768.802   199,194.915   MT  0.99992976   +0 24 48.4
 OD1671;SPC NY E     - 1,567,479.81    653,525.32   sFT  0.99992976   +0 24 48.4
 OD1671;UTM  18      - 4,776,321.911   589,845.764   MT  0.99969930   +0 45 19.2
 OD1671
 OD1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1671!SPC NY E     -   0.99997247  x   0.99992976  =   0.99990223
 OD1671!UTM  18      -   0.99997247  x   0.99969930  =   0.99967178
 OD1671
 OD1671|---------------------------------------------------------------------|
 OD1671| PID    Reference Object                     Distance      Geod. Az  |
 OD1671|                                                           dddmmss.s |
 OD1671| OD1670 AKB 1 SACGS 1973                    306.898 METERS 04740     |
 OD1671| DE4560 AKB 2                                              1883422.9 |
 OD1671|---------------------------------------------------------------------|
 OD1671
 OD1671                          SUPERSEDED SURVEY CONTROL
 OD1671
 OD1671  NAD 83(1996)-  43 08 03.51380(N)    073 53 43.10379(W) AD(       ) 2
 OD1671  NAD 83(1992)-  43 08 03.51424(N)    073 53 43.10346(W) AD(       ) 2
 OD1671  NAD 83(1986)-  43 08 03.51433(N)    073 53 43.10234(W) AD(       ) 2
 OD1671  NAD 27      -  43 08 03.24984(N)    073 53 44.65760(W) AD(       ) 2
 OD1671  NGVD 29 (07/19/86)  206.0    (m)          676.     (f) VERT ANG       
 OD1671
 OD1671.Superseded values are not recommended for survey control.
 OD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1671.See file dsdata.txt to determine how the superseded data were derived.
 OD1671
 OD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8984676322(NAD 83)
 OD1671_MARKER: DD = SURVEY DISK
 OD1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1671
 OD1671  HISTORY     - Date     Condition        Report By
 OD1671  HISTORY     - 1973     MONUMENTED       NY-091
 OD1671
 OD1671                          STATION DESCRIPTION
 OD1671
 OD1671'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1671'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF GREENFIELD
 OD1671'CENTER, 6.5 MILES NORTHWEST OF SARATOGA SPRINGS, 3.5 MILES
 OD1671'NORTHEAST OF MIDDLE GROVE IN THE TOWNSHIP OF GREENFIELD.
 OD1671'
 OD1671'TO REACH THE STATION FROM THE TOWN HALL IN GREENFIELD CENTER,
 OD1671'GO NORTH ON STATE HIGHWAY 9N FOR 0.55 MILES TO THE T-ROAD
 OD1671'INTERSECTION OF BOCKES ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 OD1671'ON BOCKES ROAD FOR 1.4 MILES TO THE T-ROAD INTERSECTION OF
 OD1671'SQUASHVILLE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 OD1671'SQUASHVILLE ROAD FOR 1.15 MILES TO THE T-ROAD INTERSECTION OF
 OD1671'SQUASHVILLE ROAD AND COUNTY HIGHWAY 19.  TURN RIGHT AND GO
 OD1671'NORTHWEST ON COUNTY HIGHWAY 19 FOR 0.55 MILE TO AZIMUTH MARK,
 OD1671'AKB-2 (SACGS), ON THE LEFT.  CONTINUE NORTHWEST ON COUNTY
 OD1671'HIGHWAY 19 FOR 0.10 MILE TO THE STATION ON THE LEFT AT THE
 OD1671'INTERSECTION OF COUNTY HIGHWAY 19, COY ROAD AND COUNTY
 OD1671'HIGHWAY 19 (NORTH CREEK ROAD).
 OD1671'
 OD1671'TO REACH AZIMUTH MARK AKB-1 (SACGS), FROM THE STATION, CONTINUE
 OD1671'NORTH ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.2 MILE TO THE
 OD1671'MARK ON THE RIGHT.
 OD1671'
 OD1671'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1671'SURVEY STAMPED AKB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1671'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE
 OD1671'GROUND.  IT IS LOCATED 255.0 FEET NORTH OF NORTHWEST CORNER OF A
 OD1671'CONCRETE HEADWALL ON WEST SIDE OF COUNTY HIGHWAY 19, 120.5 FEET
 OD1671'NORTHEAST OF 26-INCH LOCUST TREE BETWEEN COY ROAD AND COUNTY
 OD1671'HIGHWAY 19, 120.0 FEET NORTHEAST OF 24-INCH LOCUST TREE IN A
 OD1671'ROW OF LOCUST TREES ALONG A STONE WALL NORTHEAST OF COY ROAD
 OD1671'AND COUNTY HIGHWAY 19 (NORTH CREEK ROAD), 29.8 FEET SOUTH
 OD1671'OF TELEPHONE POLE NYT 24, NORTHWEST OF COUNTY HIGHWAY 19 (NORTH
 OD1671'CREEK ROAD) NEAR THE STONE WALL AND 25.5 FEET NORTHWEST OF
 OD1671'COUNTY HIGHWAY 19 (NORTH CREEK ROAD).  THE UNDERGROUND MARK IS
 OD1671'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OD1671'THE GROUND.
 OD1671'
 OD1671'AZIMUTH MARK, AKB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1671'COUNTY GEODETIC SURVEY STAMPED AKB-1.  IT IS SET IN THE TOP OF A
 OD1671'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE
 OD1671'GROUND.  IT IS LOCATED 68.5 FEET SOUTHWEST OF RANGELINE OFF
 OD1671'SOUTHWESTERLY SIDE OF GARAGE ON NORTHWEST SIDE OF COUNTY HIGHWAY
 OD1671'19 (NORTH CREEK ROAD), 9.0 FEET SOUTHWEST OF POLE 960, NYT 20 ON
 OD1671'THE SOUTHEAST SIDE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD),
 OD1671'174.5 FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE HEADWALL ON
 OD1671'SOUTHEAST SIDE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD),
 OD1671'87.3 FEET NORTHEAST OF 20-INCH WHITE PINE TREE, 45.5 FEET
 OD1671'SOUTHEAST OF 30-INCH WHITE PINE TREE, AND 58.0 FEET
 OD1671'SOUTHEAST OF 16-INCH WHITE PINE TREE, ALL ON NORTHWEST SIDE OF
 OD1671'COUNTY HIGHWAY 19 (NORTH CREEK ROAD), AND 15.0 FEET SOUTHEAST OF
 OD1671'CENTERLINE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD).
 OD1671'
 OD1671'AZIMUTH MARK, AKB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1671'COUNTY GEODETIC SURVEY STAMPED AKB-2.  IT IS SET IN THE TOP OF A
 OD1671'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW THE
 OD1671'GROUND.  IT IS LOCATED 61.0 FEET NORTHWEST OF 16-INCH WHITE PINE
 OD1671'TREE MARKED WITH A TRIANGULAR BLAZE FOUND ON THE NORTHEAST SIDE
 OD1671'OF COUNTY HIGHWAY 19, 49.2 FEET SOUTHEAST OF POLE 963, NYT 1,
 OD1671'140.0 FEET SOUTHWEST OF SOUTHEAST CORNER OF CONCRETE HEADWALL
 OD1671'ON EAST SIDE OF COUNTY HIGHWAY 19, AND 16.9 FEET SOUTHWEST OF
 OD1671'CENTERLINE OF COUNTY HIGHWAY 19.
 OD1671'
 OD1671'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1670 ***********************************************************************
 OD1670  DESIGNATION -  AKB 1 SACGS 1973
 OD1670  PID         -  OD1670
 OD1670  STATE/COUNTY-  NY/SARATOGA
 OD1670  USGS QUAD   -  PORTER CORNERS (1968)
 OD1670
 OD1670                         *CURRENT SURVEY CONTROL
 OD1670  ___________________________________________________________________
 OD1670* NAD 83(1996)-  43 08 10.20732(N)    073 53 33.06450(W)     ADJUSTED  
 OD1670* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 OD1670  ___________________________________________________________________
 OD1670  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 OD1670  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OD1670
 OD1670  HORZ ORDER  -  SECOND
 OD1670
 OD1670.The horizontal coordinates were established by classical geodetic methods
 OD1670.and adjusted by the National Geodetic Survey in January 1999..
 OD1670
 OD1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1670
 OD1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1670
 OD1670.The geoid height was determined by GEOID03.
 OD1670
 OD1670;                    North         East     Units Scale Factor Converg.
 OD1670;SPC NY E     -   477,977.100   199,420.271   MT  0.99993004   +0 24 55.3
 OD1670;SPC NY E     - 1,568,163.20    654,264.67   sFT  0.99993004   +0 24 55.3
 OD1670;UTM  18      - 4,776,531.501   590,069.821   MT  0.99969980   +0 45 26.2
 OD1670
 OD1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1670!SPC NY E     -   0.99997302  x   0.99993004  =   0.99990306
 OD1670!UTM  18      -   0.99997302  x   0.99969980  =   0.99967283
 OD1670
 OD1670|---------------------------------------------------------------------|
 OD1670| PID    Reference Object                     Distance      Geod. Az  |
 OD1670|                                                           dddmmss.s |
 OD1670| OD1675 PORTER TRAV NO 1 1973               372.388 METERS 03329     |
 OD1670| OD1671 AKB                                 306.898 METERS 22740     |
 OD1670|---------------------------------------------------------------------|
 OD1670
 OD1670                          SUPERSEDED SURVEY CONTROL
 OD1670
 OD1670  NAD 83(1996)-  43 08 10.21106(N)    073 53 33.06542(W) AD(       ) 2
 OD1670  NAD 83(1992)-  43 08 10.21151(N)    073 53 33.06510(W) AD(       ) 2
 OD1670  NAD 83(1986)-  43 08 10.21161(N)    073 53 33.06397(W) AD(       ) 2
 OD1670  NAD 27      -  43 08 09.94715(N)    073 53 34.61957(W) AD(       ) 2
 OD1670  NGVD 29 (07/19/86)  202.5    (m)          664.     (f) VERT ANG       
 OD1670
 OD1670.Superseded values are not recommended for survey control.
 OD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1670.See file dsdata.txt to determine how the superseded data were derived.
 OD1670
 OD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9007076532(NAD 83)
 OD1670_MARKER: DD = SURVEY DISK
 OD1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1670+STABILITY: SURFACE MOTION
 OD1670
 OD1670  HISTORY     - Date     Condition        Report By
 OD1670  HISTORY     - 1973     MONUMENTED       NY-091
 OD1670
 OD1670                          STATION DESCRIPTION
 OD1670
 OD1670'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1670'STATION AKB SACGS IS LOCATED ABOUT 2.5 MILES NORTHWEST OF GREENFIELD
 OD1670'CENTER, 6.5 MILES NORTHWEST OF SARATOGA SPRINGS, 3.5 MILES
 OD1670'NORTHEAST OF MIDDLE GROVE IN THE TOWNSHIP OF GREENFIELD.
 OD1670'
 OD1670'TO REACH STATION AKB SACGS FROM THE TOWN HALL IN GREENFIELD CENTER,
 OD1670'GO NORTH ON STATE HIGHWAY 9N FOR 0.55 MILES TO THE T-ROAD
 OD1670'INTERSECTION OF BOCKES ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 OD1670'ON BOCKES ROAD FOR 1.4 MILES TO THE T-ROAD INTERSECTION OF
 OD1670'SQUASHVILLE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 OD1670'SQUASHVILLE ROAD FOR 1.15 MILES TO THE T-ROAD INTERSECTION OF
 OD1670'SQUASHVILLE ROAD AND COUNTY HIGHWAY 19.  CONTINUE NORTHWEST ON COUNTY
 OD1670'HIGHWAY 19 FOR 0.10 MILE TO THE STATION ON THE LEFT AT THE
 OD1670'INTERSECTION OF COUNTY HIGHWAY 19, COY ROAD AND COUNTY
 OD1670'HIGHWAY 19 (NORTH CREEK ROAD).
 OD1670'
 OD1670'TO REACH AZIMUTH MARK AKB-1 (SACGS), FROM THE STATION, CONTINUE
 OD1670'NORTH ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.2 MILE TO THE
 OD1670'MARK ON THE RIGHT.
 OD1670'
 OD1670'AZIMUTH MARK, AKB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1670'COUNTY GEODETIC SURVEY STAMPED AKB-1.  IT IS SET IN THE TOP OF A
 OD1670'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE
 OD1670'GROUND.  IT IS LOCATED 68.5 FEET SOUTHWEST OF RANGELINE OFF
 OD1670'SOUTHWESTERLY SIDE OF GARAGE ON NORTHWEST SIDE OF COUNTY HIGHWAY
 OD1670'19 (NORTH CREEK ROAD), 9.0 FEET SOUTHWEST OF POLE 960, NYT 20 ON
 OD1670'THE SOUTHEAST SIDE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD),
 OD1670'174.5 FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE HEADWALL ON
 OD1670'SOUTHEAST SIDE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD),
 OD1670'87.3 FEET NORTHEAST OF 20-INCH WHITE PINE TREE, 45.5 FEET
 OD1670'SOUTHEAST OF 30-INCH WHITE PINE TREE, AND 58.0 FEET
 OD1670'SOUTHEAST OF 16-INCH WHITE PINE TREE, ALL ON NORTHWEST SIDE OF
 OD1670'COUNTY HIGHWAY 19 (NORTH CREEK ROAD), AND 15.0 FEET SOUTHEAST OF
 OD1670'CENTERLINE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1663 ***********************************************************************
 OD1663  DESIGNATION -  AKC
 OD1663  PID         -  OD1663
 OD1663  STATE/COUNTY-  NY/SARATOGA
 OD1663  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1663
 OD1663                         *CURRENT SURVEY CONTROL
 OD1663  ___________________________________________________________________
 OD1663* NAD 83(1996)-  43 06 27.84139(N)    073 54 06.86360(W)     ADJUSTED  
 OD1663* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 OD1663  ___________________________________________________________________
 OD1663  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 OD1663  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 OD1663
 OD1663  HORZ ORDER  -  SECOND
 OD1663
 OD1663.The horizontal coordinates were established by classical geodetic methods
 OD1663.and adjusted by the National Geodetic Survey in January 1999..
 OD1663
 OD1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1663
 OD1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1663
 OD1663.The geoid height was determined by GEOID03.
 OD1663
 OD1663;                    North         East     Units Scale Factor Converg.
 OD1663;SPC NY E     -   474,812.922   198,679.018   MT  0.99992914   +0 24 31.4
 OD1663;SPC NY E     - 1,557,782.06    651,832.74   sFT  0.99992914   +0 24 31.4
 OD1663;UTM  18      - 4,773,363.688   589,347.625   MT  0.99969820   +0 45 01.6
 OD1663
 OD1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1663!SPC NY E     -   0.99997697  x   0.99992914  =   0.99990611
 OD1663!UTM  18      -   0.99997697  x   0.99969820  =   0.99967518
 OD1663
 OD1663|---------------------------------------------------------------------|
 OD1663| PID    Reference Object                     Distance      Geod. Az  |
 OD1663|                                                           dddmmss.s |
 OD1663| OD1660 AKC A SACGS 1973                     10.521 METERS 02308     |
 OD1663| DE4562 AKC 2                                              0663956.6 |
 OD1663| DE4561 AKC 1                                              2524046.4 |
 OD1663|---------------------------------------------------------------------|
 OD1663
 OD1663                          SUPERSEDED SURVEY CONTROL
 OD1663
 OD1663  NAD 83(1996)-  43 06 27.84517(N)    073 54 06.86459(W) AD(       ) 2
 OD1663  NAD 83(1992)-  43 06 27.84561(N)    073 54 06.86421(W) AD(       ) 2
 OD1663  NAD 83(1986)-  43 06 27.84567(N)    073 54 06.86328(W) AD(       ) 2
 OD1663  NAD 27      -  43 06 27.58044(N)    073 54 08.41781(W) AD(       ) 2
 OD1663  NGVD 29 (07/19/86)  177.4    (m)          582.     (f) VERT ANG       
 OD1663
 OD1663.Superseded values are not recommended for survey control.
 OD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1663.See file dsdata.txt to determine how the superseded data were derived.
 OD1663
 OD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8934873364(NAD 83)
 OD1663_MARKER: DD = SURVEY DISK
 OD1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1663
 OD1663  HISTORY     - Date     Condition        Report By
 OD1663  HISTORY     - 1973     MONUMENTED       NY-091
 OD1663
 OD1663                          STATION DESCRIPTION
 OD1663
 OD1663'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1663'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF GREENFIELD
 OD1663'CENTER, 1.5 MILES NORTHEAST OF MIDDLE GROVE, 6.5 MILES NORTHWEST
 OD1663'OF SARATOGA SPRINGS IN THE TOWNSHIP OF GREENFIELD.
 OD1663'
 OD1663'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLE GROVE, GO
 OD1663'SOUTHEAST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.10
 OD1663'MILE TO T-ROAD INTERSECTION OF COUNTY HIGHWAY 21.  TURN LEFT ON
 OD1663'COUNTY HIGHWAY 21 AND GO EAST FOR 0.05 MILE TO T-ROAD INTERSECTION
 OD1663'OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD).  TURN LEFT AND GO
 OD1663'NORTHEAST ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 1.25 MILES
 OD1663'TO AZIMUTH MARK, AKC-1 (SACGS), ON THE RIGHT.  CONTINUE
 OD1663'NORTHEAST ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.25 MILE
 OD1663'TO THE STATION ON THE RIGHT.
 OD1663'
 OD1663'TO REACH AZIMUTH MARK AKC-2 (SACGS), FROM THE STATION, CONTINUE
 OD1663'NORTHEAST ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 0.10 MILE
 OD1663'TO THE MARK ON THE RIGHT, IMMEDIATELY NORTH OF THE Y-ROAD
 OD1663'INTERSECTION OF WILSEY ROAD ON THE RIGHT.
 OD1663'
 OD1663'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1663'SURVEY STAMPED AKC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1663'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.15 FOOT BELOW
 OD1663'THE GROUND.  IT IS LOCATED 103.3 FEET NORTHEAST OF POLE 056, NYT
 OD1663'35 ON SOUTH SIDE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD), 41.0
 OD1663'FEET EAST OF RANGE LINE OFF EASTERLY MOST SIDE OF HOUSE 7119 ON
 OD1663'NORTH SIDE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD), 117.4 FEET
 OD1663'SOUTHEAST OF POWER POLE (UNMARKED) ON NORTH SIDE OF COUNTY
 OD1663'HIGHWAY 19 (NORTH CREEK ROAD) AND 13.8 FEET SOUTH OF CENTERLINE
 OD1663'OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD).  THE UNDERGROUND MARK
 OD1663'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OD1663'BELOW THE GROUND.
 OD1663'
 OD1663'AZIMUTH MARK, AKC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1663'COUNTY GEODETIC SURVEY STAMPED AKC-1.  IT IS SET IN THE TOP OF A
 OD1663'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1663'GROUND.  IT IS LOCATED 94.0 FEET SOUTHWEST OF RANGE LINE OFF
 OD1663'WESTERLY MOST SIDE OF HOUSE 7057 ON NORTH SIDE OF COUNTY HIGHWAY
 OD1663'19 (NORTH CREEK ROAD), 13.3 FEET NORTH OF WIRE FENCE SOUTH OF
 OD1663'COUNTY HIGHWAY 19 (NORTH CREEK ROAD), 166.0 FEET SOUTHEAST OF
 OD1663'POWER POLE NM 4/3 NORTH OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD)
 OD1663'AND 14.4 FEET SOUTH OF CENTERLINE OF COUNTY HIGHWAY 19 (NORTH
 OD1663'CREEK ROAD).
 OD1663'
 OD1663'AZIMUTH MARK, AKC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1663'COUNTY GEODETIC SURVEY STAMPED AKC-2.  IT IS SET IN THE TOP OF A
 OD1663'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE
 OD1663'GROUND.  IT IS LOCATED 51.0 FEET SOUTHEAST OF SOUTHEASTERLY MOST
 OD1663'CORNER OF A SMALL CONCRETE BLOCK MILK HOUSE WEST OF COUNTY
 OD1663'HIGHWAY 19 (NORTH CREEK ROAD), 14.2 FEET SOUTHWEST OF POLE NM 4,
 OD1663'NYT 38 BETWEEN COUNTY HIGHWAY 19 (NORTH CREEK ROAD) AND WILSEY
 OD1663'ROAD, 4.7 FEET NORTHEAST OF RANGE LINE OFF SOUTHWESTERLY MOST
 OD1663'SIDE OF A SHED WEST OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD),
 OD1663'10.0 FEET NORTHEAST OF RANGE LINE OFF NORTHEASTERLY MOST SIDE OF
 OD1663'HOUSE 7144 LOCATED ON SOUTHEAST SIDES OF COUNTY HIGHWAY 19
 OD1663'(NORTH CREEK ROAD) AND WILSEY ROAD, 97.0 FEET NORTHEAST OF
 OD1663'NORTHWEST CORNER OF A CONCRETE HEADWALL ON NORTHWEST SIDE OF
 OD1663'COUNTY HIGHWAY 19 (NORTH CREEK ROAD), AND 18.9 FEET EAST OF
 OD1663'CENTERLINE OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD).
 OD1663'
 OD1663'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1661 ***********************************************************************
 OD1661  DESIGNATION -  AKD
 OD1661  PID         -  OD1661
 OD1661  STATE/COUNTY-  NY/SARATOGA
 OD1661  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1661
 OD1661                         *CURRENT SURVEY CONTROL
 OD1661  ___________________________________________________________________
 OD1661* NAD 83(1996)-  43 07 03.27555(N)    073 54 26.78661(W)     ADJUSTED  
 OD1661* NAVD 88     -       201.4    (meters)     661.     (feet)  VERTCON   
 OD1661  ___________________________________________________________________
 OD1661  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 OD1661  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 OD1661
 OD1661  HORZ ORDER  -  SECOND
 OD1661
 OD1661.The horizontal coordinates were established by classical geodetic methods
 OD1661.and adjusted by the National Geodetic Survey in January 1999..
 OD1661
 OD1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1661
 OD1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1661
 OD1661.The geoid height was determined by GEOID03.
 OD1661
 OD1661;                    North         East     Units Scale Factor Converg.
 OD1661;SPC NY E     -   475,903.106   198,220.860   MT  0.99992860   +0 24 18.1
 OD1661;SPC NY E     - 1,561,358.77    650,329.60   sFT  0.99992860   +0 24 18.1
 OD1661;UTM  18      - 4,774,450.869   588,883.080   MT  0.99969718   +0 44 48.5
 OD1661
 OD1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1661!SPC NY E     -   0.99997318  x   0.99992860  =   0.99990178
 OD1661!UTM  18      -   0.99997318  x   0.99969718  =   0.99967037
 OD1661
 OD1661|---------------------------------------------------------------------|
 OD1661| PID    Reference Object                     Distance      Geod. Az  |
 OD1661|                                                           dddmmss.s |
 OD1661| OD1662 AKD A SACGS 1973                     12.230 METERS 12121     |
 OD1661| DE4563 AKD 1                                              1724512.2 |
 OD1661| OD1666 PORTER                              APPROX. 5.5 KM 3380057.1 |
 OD1661| DE4564 AKD 2                                              3381052.2 |
 OD1661|---------------------------------------------------------------------|
 OD1661
 OD1661                          SUPERSEDED SURVEY CONTROL
 OD1661
 OD1661  NAD 83(1996)-  43 07 03.27934(N)    073 54 26.78756(W) AD(       ) 2
 OD1661  NAD 83(1992)-  43 07 03.27977(N)    073 54 26.78719(W) AD(       ) 2
 OD1661  NAD 83(1986)-  43 07 03.27982(N)    073 54 26.78639(W) AD(       ) 2
 OD1661  NAD 27      -  43 07 03.01490(N)    073 54 28.34008(W) AD(       ) 2
 OD1661  NGVD 29 (07/19/86)  201.5    (m)          661.     (f) VERT ANG       
 OD1661
 OD1661.Superseded values are not recommended for survey control.
 OD1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1661.See file dsdata.txt to determine how the superseded data were derived.
 OD1661
 OD1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8888374451(NAD 83)
 OD1661_MARKER: DD = SURVEY DISK
 OD1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1661
 OD1661  HISTORY     - Date     Condition        Report By
 OD1661  HISTORY     - 1973     MONUMENTED       NY-091
 OD1661
 OD1661                          STATION DESCRIPTION
 OD1661
 OD1661'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1661'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF MIDDLE GROVE,
 OD1661'3.5 MILES SOUTHWEST OF GREENFIELD CENTER, 7.0 MILES NORTHWEST
 OD1661'OF SARATOGA SPRINGS IN THE TOWNSHIP OF GREENFIELD.
 OD1661'
 OD1661'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLE GROVE, GO
 OD1661'SOUTHEAST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.10
 OD1661'MILE TO T-ROAD INTERSECTION OF COUNTY HIGHWAY 21.  TURN LEFT ON
 OD1661'COUNTY HIGHWAY 21 AND GO EAST FOR 0.05 MILE TO T-ROAD INTERSECTION
 OD1661'OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD).  TURN LEFT AND GO
 OD1661'NORTHEAST ON COUNTY HIGHWAY 19 (NORTH CREEK ROAD) FOR 1.30 MILES
 OD1661'TO THE INTERSECTION OF COUNTY HIGHWAY 19 (NORTH CREEK ROAD) AND
 OD1661'SAND HILL ROAD.  TURN LEFT ON SAND HILL ROAD AND GO NORTHWEST
 OD1661'FOR 0.75 MILE TO AZIMUTH MARK, AKD-1 (SACGS), ON THE LEFT.
 OD1661'CONTINUE NORTHWEST ON SAND HILL ROAD FOR 0.10 MILE TO THE
 OD1661'STATION ON THE LEFT.
 OD1661'
 OD1661'TO REACH AZIMUTH MARK, AKD-2 (SACGS), FROM THE STATION, CONTINUE
 OD1661'NORTHWEST ON SAND HILL ROAD FOR 0.10 MILE TO THE MARK ON THE RIGHT.
 OD1661'
 OD1661'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1661'SURVEY STAMPED AKD.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1661'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1661'ABOVE THE GROUND.  IT IS LOCATED 36.5 FEET NORTHWEST OF A
 OD1661'TELEPHONE JUNCTION BOX WEST OF SAND HILL ROAD, 115.5 FEET
 OD1661'NORTHEAST OF A SERVICE POLE WEST OF SAND HILL ROAD BETWEEN A
 OD1661'DIRT DRIVEWAY AND A CRUSHED STONE DRIVEWAY, 114.6 FEET SOUTHWEST
 OD1661'OF POWER POLE NM 27 EAST OF SAND HILL ROAD AND 20.0 FEET WEST
 OD1661'OF CENTERLINE OF SAND HILL ROAD.  THE UNDERGROUND MARK IS
 OD1661'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OD1661'THE GROUND.
 OD1661'
 OD1661'AZIMUTH MARK, AKD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1661'COUNTY GEODETIC SURVEY STAMPED AKD-1.  IT IS SET IN THE TOP OF A
 OD1661'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1661'GROUND.  IT IS LOCATED 41.2 FEET WEST OF AN 8-INCH CHERRY TREE
 OD1661'AND 61.5 FEET NORTHWEST OF A 5-INCH GREY BIRCH TREE BOTH GROWING
 OD1661'IN A WOODED AREA EAST OF SAND HILL ROAD, 31.6 FEET NORTH OF AN
 OD1661'8-INCH CHERRY TREE GROWING IN A GROUP OF MAPLE TREES SOUTHWEST
 OD1661'OF SAND HILL ROAD, 29.3 FEET SOUTHEAST OF A 7-INCH SCOTCH PINE
 OD1661'TREE WITH A SIGN ATTACHED WHICH READS WARNING FOUND AT THE
 OD1661'EDGE OF A SCOTCH PINE PLANTATION SOUTHWEST OF SAND HILL ROAD,
 OD1661'87.5 FEET SOUTHEAST OF A 27-INCH WHITE PINE STUMP WEST OF
 OD1661'SAND HILL ROAD AND 15.4 FEET SOUTHWEST OF CENTERLINE OF SAND
 OD1661'HILL ROAD.
 OD1661'
 OD1661'AZIMUTH MARK, AKD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1661'COUNTY GEODETIC SURVEY STAMPED AKD-2.  IT IS SET IN THE TOP OF
 OD1661'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1661'ABOVE THE GROUND.  IT IS LOCATED 73.8 FEET SOUTHEAST OF A
 OD1661'DIAGONALLY STRIPED WARNING SIGN SOUTH OF A SMALL CONCRETE AND
 OD1661'WOOD PLANK BRIDGE ON THE WEST SIDE OF SAND HILL ROAD, 35.7 FEET
 OD1661'SOUTHEAST OF MAILBOX OF HOWARD T. PARISH, EAST OF SAND HILL
 OD1661'ROAD, 7.0 FEET SOUTH OF POWER POLE NM 29 EAST OF SAND HILL ROAD,
 OD1661'55.1 FEET NORTHWEST OF A 23-INCH WHITE PINE TREE WITH SIGN
 OD1661'SAYING PRIVATE DRIVE AND KEEP OUT ON THE EAST SIDE OF SAND
 OD1661'HILL ROAD, 65.2 FEET NORTH OF RANGE LINE OFF NORTHERLY SIDE
 OD1661'OF A WHITE WOOD FRAME STRUCTURE EAST OF SAND HILL ROAD,
 OD1661'AND 15.5 FEET EAST OF CENTERLINE OF SAND HILL ROAD.
 OD1661'
 OD1661'HEIGHT OF LIGHT ABOVE STATION MARK 0.79 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1803 ***********************************************************************
 OF1803  DESIGNATION -  AKRON 1925
 OF1803  PID         -  OF1803
 OF1803  STATE/COUNTY-  NY/MONROE
 OF1803  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1803
 OF1803                         *CURRENT SURVEY CONTROL
 OF1803  ___________________________________________________________________
 OF1803* NAD 83(1996)-  43 09 36.80965(N)    077 33 10.93252(W)     ADJUSTED  
 OF1803* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 OF1803  ___________________________________________________________________
 OF1803  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 OF1803  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OF1803
 OF1803  HORZ ORDER  -  SECOND
 OF1803
 OF1803.The horizontal coordinates were established by classical geodetic methods
 OF1803.and adjusted by the National Geodetic Survey in January 1999..
 OF1803
 OF1803.The orthometric height was scaled from a topographic map.
 OF1803
 OF1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1803
 OF1803.The geoid height was determined by GEOID03.
 OF1803
 OF1803;                    North         East     Units Scale Factor Converg.
 OF1803;SPC NY W     -   351,484.333   433,787.814   MT  1.00002383   +0 42 17.3
 OF1803;SPC NY W     - 1,153,161.52  1,423,185.52   sFT  1.00002383   +0 42 17.3
 OF1803;UTM  18      - 4,781,772.014   292,443.181   MT  1.00012998   -1 44 49.2
 OF1803
 OF1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1803!SPC NY W     -   0.99998601  x   1.00002383  =   1.00000984
 OF1803!UTM  18      -   0.99998601  x   1.00012998  =   1.00011599
 OF1803
 OF1803:                Primary Azimuth Mark                     Grid Az
 OF1803:SPC NY W     -  MAIN 1925                                107 42 36.3
 OF1803:UTM  18      -  MAIN 1925                                110 09 42.8
 OF1803
 OF1803|---------------------------------------------------------------------|
 OF1803| PID    Reference Object                     Distance      Geod. Az  |
 OF1803|                                                           dddmmss.s |
 OF1803| OF1871 MAIN 1925                           429.887 METERS 1082453.6 |
 OF1803|---------------------------------------------------------------------|
 OF1803
 OF1803                          SUPERSEDED SURVEY CONTROL
 OF1803
 OF1803  NAD 83(1986)-  43 09 36.81825(N)    077 33 10.93238(W) AD(       ) 2
 OF1803  NAD 27      -  43 09 36.59500(N)    077 33 11.93900(W) AD(       ) 2
 OF1803
 OF1803.Superseded values are not recommended for survey control.
 OF1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1803.See file dsdata.txt to determine how the superseded data were derived.
 OF1803
 OF1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9244381772(NAD 83)
 OF1803
 OF1803  HISTORY     - Date     Condition        Report By
 OF1803  HISTORY     - 1925     MONUMENTED       CGS
 OF1803  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1803
 OF1803                          STATION DESCRIPTION
 OF1803
 OF1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1803'IN ROCHESTER, 0.48 METER NORTH OF THE NORTH CURB LINE OF MAIN
 OF1803'STREET EAST, ABOUT 50 METERS EAST OF AKRON STREET, 1.78 METERS
 OF1803'SOUTH OF THE SOUTH EDGE OF THE NORTH SIDEWALK ON MAIN STREET
 OF1803'EAST, 10.68 METERS SOUTHWEST OF AN R.C.S. MARK, WHICH IS IN THE
 OF1803'SIDEWALK AT THE NORTHWEST CORNER OF A NEW STREET AND MAIN STREET
 OF1803'EAST, AND 11.29 METERS WEST OF A CONCRETE TELEPHONE POLE LOCATED
 OF1803'IN THE SIDEWALK AND NEAR THE CURB AT THE NORTHWEST CORNER OF
 OF1803'THIS NEW STREET AND MAIN STREET EAST.  STATION IS SET AS
 OF1803'DESCRIBED IN NOTE C, EXCEPT THAT THE PIPE IS 3-1/2 INSTEAD OF
 OF1803'4-1/2 FEET LONG AND THE PIPE RESTS ON SOLID ROCK.
 OF1803
 OF1803                          STATION RECOVERY (1977)
 OF1803
 OF1803'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1803'AKRON FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0495 ***********************************************************************
 OG0495  DESIGNATION -  AKRON AIRPORT STANDPIPE
 OG0495  PID         -  OG0495
 OG0495  STATE/COUNTY-  NY/ERIE
 OG0495  USGS QUAD   -  
 OG0495
 OG0495                         *CURRENT SURVEY CONTROL
 OG0495  ___________________________________________________________________
 OG0495* NAD 83(1996)-  43 01 05.10954(N)    078 29 17.92615(W)     ADJUSTED  
 OG0495* NAVD 88     -                                                        
 OG0495  ___________________________________________________________________
 OG0495  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 OG0495  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OG0495
 OG0495  HORZ ORDER  -  THIRD
 OG0495
 OG0495.This mark is at Akron Airport (9G3)
 OG0495
 OG0495.The horizontal coordinates were established by classical geodetic methods
 OG0495.and adjusted by the National Geodetic Survey in January 1999..
 OG0495
 OG0495
 OG0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0495
 OG0495.The geoid height was determined by GEOID03.
 OG0495
 OG0495;                    North         East     Units Scale Factor Converg.
 OG0495;SPC NY W     -   335,183.510   357,745.308   MT  0.99993824   +0 03 53.4
 OG0495;SPC NY W     - 1,099,681.23  1,173,702.73   sFT  0.99993824   +0 03 53.4
 OG0495;UTM  17      - 4,765,884.744   704,668.065   MT  1.00011534   +1 42 50.9
 OG0495
 OG0495                          SUPERSEDED SURVEY CONTROL
 OG0495
 OG0495  NAD 83(1986)-  43 01 05.11657(N)    078 29 17.92366(W) AD(       ) 4
 OG0495  NAD 27      -  43 01 04.90261(N)    078 29 18.83763(W) AD(       ) 3
 OG0495
 OG0495.Superseded values are not recommended for survey control.
 OG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0495.See file dsdata.txt to determine how the superseded data were derived.
 OG0495
 OG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0466865885(NAD 83)
 OG0495_MARKER: 52 = STANDPIPE TANK
 OG0495
 OG0495  HISTORY     - Date     Condition        Report By
 OG0495  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0495  HISTORY     - 19910624 GOOD             USPSQD
 OG0495
 OG0495                          STATION DESCRIPTION
 OG0495
 OG0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0495'STATION IS THE TOP CENTER OF THE AKRON STANDPIPE.  IT IS A BLACK
 OG0495'METAL TANK 75 FEET HIGH.
 OG0495'
 OG0495'IT IS LOCATED AT THE SOUTHWEST END OF THE RUNWAY OF AKRON
 OG0495'AIRPORT IN AKRON.
 OG0495
 OG0495                          STATION RECOVERY (1991)
 OG0495
 OG0495'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0493 ***********************************************************************
 OG0493  DESIGNATION -  AKRON FORD GUM AND MACH STACK
 OG0493  PID         -  OG0493
 OG0493  STATE/COUNTY-  NY/ERIE
 OG0493  USGS QUAD   -  
 OG0493
 OG0493                         *CURRENT SURVEY CONTROL
 OG0493  ___________________________________________________________________
 OG0493* NAD 83(1996)-  43 01 30.75969(N)    078 29 44.07623(W)     ADJUSTED  
 OG0493* NAVD 88     -                                                        
 OG0493  ___________________________________________________________________
 OG0493  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OG0493  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OG0493
 OG0493  HORZ ORDER  -  THIRD
 OG0493
 OG0493.The horizontal coordinates were established by classical geodetic methods
 OG0493.and adjusted by the National Geodetic Survey in January 1999..
 OG0493
 OG0493
 OG0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0493
 OG0493.The geoid height was determined by GEOID03.
 OG0493
 OG0493;                    North         East     Units Scale Factor Converg.
 OG0493;SPC NY W     -   335,974.360   357,152.385   MT  0.99993813   +0 03 35.6
 OG0493;SPC NY W     - 1,102,275.88  1,171,757.45   sFT  0.99993813   +0 03 35.6
 OG0493;UTM  17      - 4,766,658.336   704,052.516   MT  1.00011225   +1 42 33.9
 OG0493
 OG0493                          SUPERSEDED SURVEY CONTROL
 OG0493
 OG0493  NAD 83(1986)-  43 01 30.76668(N)    078 29 44.07374(W) AD(       ) 4
 OG0493  NAD 27      -  43 01 30.55315(N)    078 29 44.98688(W) AD(       ) 3
 OG0493
 OG0493.Superseded values are not recommended for survey control.
 OG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0493.See file dsdata.txt to determine how the superseded data were derived.
 OG0493
 OG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0405366658(NAD 83)
 OG0493_MARKER: 63 = STACK
 OG0493
 OG0493  HISTORY     - Date     Condition        Report By
 OG0493  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0493  HISTORY     - 19910624 GOOD             USPSQD
 OG0493
 OG0493                          STATION DESCRIPTION
 OG0493
 OG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0493'STATION IS THE TOP CENTER OF FORD GUM AND MACHINE COMPANY
 OG0493'STACK.  THE STACK IS OF RED BRICK AND 150 FEET HIGH.
 OG0493'
 OG0493'STATION IS LOCATED AT THE FORD GUM AND MACHINE COMPANY PLANT
 OG0493'IN AKRON AT THE INTERSECTION OF HOAG AND NEWTON AVENUES.
 OG0493
 OG0493                          STATION RECOVERY (1991)
 OG0493
 OG0493'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0496 ***********************************************************************
 OG0496  DESIGNATION -  AKRON GEORGIA PACIFIC TANK
 OG0496  PID         -  OG0496
 OG0496  STATE/COUNTY-  NY/ERIE
 OG0496  USGS QUAD   -  
 OG0496
 OG0496                         *CURRENT SURVEY CONTROL
 OG0496  ___________________________________________________________________
 OG0496* NAD 83(1996)-  43 02 04.54830(N)    078 28 40.36091(W)     ADJUSTED  
 OG0496* NAVD 88     -                                                        
 OG0496  ___________________________________________________________________
 OG0496  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 OG0496  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OG0496
 OG0496  HORZ ORDER  -  THIRD
 OG0496
 OG0496.The horizontal coordinates were established by classical geodetic methods
 OG0496.and adjusted by the National Geodetic Survey in January 1999..
 OG0496
 OG0496
 OG0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0496
 OG0496.The geoid height was determined by GEOID03.
 OG0496
 OG0496;                    North         East     Units Scale Factor Converg.
 OG0496;SPC NY W     -   337,018.645   358,593.565   MT  0.99993841   +0 04 19.1
 OG0496;SPC NY W     - 1,105,702.00  1,176,485.72   sFT  0.99993841   +0 04 19.1
 OG0496;UTM  17      - 4,767,743.870   705,463.285   MT  1.00011936   +1 43 18.5
 OG0496
 OG0496                          SUPERSEDED SURVEY CONTROL
 OG0496
 OG0496  NAD 83(1986)-  43 02 04.55534(N)    078 28 40.35849(W) AD(       ) 4
 OG0496  NAD 27      -  43 02 04.34313(N)    078 28 41.27515(W) AD(       ) 3
 OG0496
 OG0496.Superseded values are not recommended for survey control.
 OG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0496.See file dsdata.txt to determine how the superseded data were derived.
 OG0496
 OG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0546367744(NAD 83)
 OG0496_MARKER: 53 = ELEVATED TANK
 OG0496
 OG0496  HISTORY     - Date     Condition        Report By
 OG0496  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0496  HISTORY     - 19910624 GOOD             USPSQD
 OG0496
 OG0496                          STATION DESCRIPTION
 OG0496
 OG0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0496'THE STATION IS THE VENT ATOP THE GEORGIA PACIFIC GYPSUM PLANT WATER
 OG0496'TANK AND OWNED BY GEORGIA PACIFIC.  IT IS A 3 LEGGED WATER TANK,
 OG0496'150 FEET HIGH, PAINTED LIGHT GREEN AND HAS THE LETTERS GP PAINTED
 OG0496'ON THE SOUTH SIDE.
 OG0496'
 OG0496'STATION IS LOCATED AT THE GEORGIA PACIFIC GYPSUM PLANT IN AKRON.
 OG0496
 OG0496                          STATION RECOVERY (1991)
 OG0496
 OG0496'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0499 ***********************************************************************
 OG0499  DESIGNATION -  AKRON MUN TANK
 OG0499  PID         -  OG0499
 OG0499  STATE/COUNTY-  NY/ERIE
 OG0499  USGS QUAD   -  
 OG0499
 OG0499                         *CURRENT SURVEY CONTROL
 OG0499  ___________________________________________________________________
 OG0499* NAD 83(1996)-  43 00 03.27513(N)    078 28 28.68806(W)     ADJUSTED  
 OG0499* NAVD 88     -                                                        
 OG0499  ___________________________________________________________________
 OG0499  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OG0499  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OG0499
 OG0499  HORZ ORDER  -  THIRD
 OG0499
 OG0499.The horizontal coordinates were established by classical geodetic methods
 OG0499.and adjusted by the National Geodetic Survey in January 1999..
 OG0499
 OG0499
 OG0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0499
 OG0499.The geoid height was determined by GEOID03.
 OG0499
 OG0499;                    North         East     Units Scale Factor Converg.
 OG0499;SPC NY W     -   333,276.824   358,862.636   MT  0.99993847   +0 04 26.9
 OG0499;SPC NY W     - 1,093,425.71  1,177,368.50   sFT  0.99993847   +0 04 26.9
 OG0499;UTM  17      - 4,764,010.665   705,840.011   MT  1.00012127   +1 43 22.5
 OG0499
 OG0499                          SUPERSEDED SURVEY CONTROL
 OG0499
 OG0499  NAD 83(1986)-  43 00 03.28216(N)    078 28 28.68546(W) AD(       ) 4
 OG0499  NAD 27      -  43 00 03.06656(N)    078 28 29.60494(W) AD(       ) 3
 OG0499
 OG0499.Superseded values are not recommended for survey control.
 OG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0499.See file dsdata.txt to determine how the superseded data were derived.
 OG0499
 OG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0584064011(NAD 83)
 OG0499_MARKER: 53 = ELEVATED TANK
 OG0499
 OG0499  HISTORY     - Date     Condition        Report By
 OG0499  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0499  HISTORY     - 1989     GOOD             USPSQD
 OG0499  HISTORY     - 19910624 GOOD             USPSQD
 OG0499
 OG0499                          STATION DESCRIPTION
 OG0499
 OG0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0499'STATION IS THE VENT ATOP THE AKRON MUNICIPAL WATER TANK, OWNED
 OG0499'BY THE CITY OF AKRON.  IT IS A 9 LEGGED TANK, 125 FEET HIGH,
 OG0499'PAINTED SILVER AND HAS AKRON PAINTED ON THE SOUTH SIDE.
 OG0499'
 OG0499'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 OG0499'CRITTENDEN ROAD AND MAIN STREET IN AKRON.
 OG0499
 OG0499                          STATION RECOVERY (1989)
 OG0499
 OG0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 OG0499'RECOVERED IN GOOD CONDITION.
 OG0499
 OG0499                          STATION RECOVERY (1991)
 OG0499
 OG0499'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1159 ***********************************************************************
 OG1159  CBN         -  This is a Cooperative Base Network Control Station.
 OG1159  DESIGNATION -  AKROPORT
 OG1159  PID         -  OG1159
 OG1159  STATE/COUNTY-  NY/ERIE
 OG1159  USGS QUAD   -  
 OG1159
 OG1159                         *CURRENT SURVEY CONTROL
 OG1159  ___________________________________________________________________
 OG1159* NAD 83(1996)-  43 01 18.10771(N)    078 29 02.20550(W)     ADJUSTED  
 OG1159* NAVD 88     -       252.903  (meters)     829.73   (feet)  ADJUSTED  
 OG1159  ___________________________________________________________________
 OG1159  X           -     932,423.976 (meters)                     COMP
 OG1159  Y           -  -4,576,446.292 (meters)                     COMP
 OG1159  Z           -   4,329,412.898 (meters)                     COMP
 OG1159  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OG1159  ELLIP HEIGHT-         217.86  (meters)          (12/03/02) GPS OBS
 OG1159  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OG1159  DYNAMIC HT  -         252.837 (meters)     829.52  (feet)  COMP
 OG1159  MODELED GRAV-     980,352.7   (mgal)                       NAVD 88
 OG1159
 OG1159  HORZ ORDER  -  B
 OG1159  VERT ORDER  -  SECOND    CLASS II
 OG1159  ELLP ORDER  -  THIRD     CLASS I
 OG1159
 OG1159.This mark is at Akron Airport (9G3)
 OG1159
 OG1159.The horizontal coordinates were established by GPS observations
 OG1159.and adjusted by the National Geodetic Survey in July 1997..
 OG1159
 OG1159.The orthometric height was determined by differential leveling
 OG1159.and adjusted by the National Geodetic Survey in April 2005..
 OG1159.No vertical observational check was made to the station.
 OG1159
 OG1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OG1159
 OG1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1159
 OG1159.The ellipsoidal height was determined by GPS observations
 OG1159.and is referenced to NAD 83.
 OG1159
 OG1159.The geoid height was determined by GEOID03.
 OG1159
 OG1159.The dynamic height is computed by dividing the NAVD 88
 OG1159.geopotential number by the normal gravity value computed on the
 OG1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG1159.degrees latitude (g = 980.6199 gals.).
 OG1159
 OG1159.The modeled gravity was interpolated from observed gravity values.
 OG1159
 OG1159;                    North         East     Units Scale Factor Converg.
 OG1159;SPC NY W     -   335,585.010   358,100.784   MT  0.99993831   +0 04 04.1
 OG1159;SPC NY W     - 1,100,998.49  1,174,868.99   sFT  0.99993831   +0 04 04.1
 OG1159;UTM  17      - 4,766,296.383   705,011.898   MT  1.00011708   +1 43 02.1
 OG1159
 OG1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1159!SPC NY W     -   0.99996584  x   0.99993831  =   0.99990415
 OG1159!UTM  17      -   0.99996584  x   1.00011708  =   1.00008291
 OG1159
 OG1159:                Primary Azimuth Mark                     Grid Az
 OG1159:SPC NY W     -  AKROPORT AZ MK                           066 31 21.0
 OG1159:UTM  17      -  AKROPORT AZ MK                           064 52 23.0
 OG1159
 OG1159|---------------------------------------------------------------------|
 OG1159| PID    Reference Object                     Distance      Geod. Az  |
 OG1159|                                                           dddmmss.s |
 OG1159| OG1160 AKROPORT AZ MK                      498.831 METERS 0663525.1 |
 OG1159|---------------------------------------------------------------------|
 OG1159
 OG1159                          SUPERSEDED SURVEY CONTROL
 OG1159
 OG1159  ELLIP H (07/22/97)  217.89   (m)                       GP(       ) 1 1
 OG1159  NAD 83(1986)-  43 01 18.11715(N)    078 29 02.20190(W) AD(       ) 3
 OG1159  NAD 27      -  43 01 17.90467(N)    078 29 03.11354(W) AD(       ) 3
 OG1159  NGVD 29 (04/21/89)  252.9    (m)          830.     (f) GPS OBS        
 OG1159
 OG1159.Superseded values are not recommended for survey control.
 OG1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1159.See file dsdata.txt to determine how the superseded data were derived.
 OG1159
 OG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0501266296(NAD 83)
 OG1159_MARKER: DH = HORIZONTAL CONTROL DISK
 OG1159_SETTING: 66 = SET IN ROCK OUTCROP
 OG1159_SP_SET: IN A DRILL HOLE IN BEDROCK
 OG1159_STAMPING: AKROPORT 1988
 OG1159_MARK LOGO: NGS   
 OG1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OG1159+STABILITY: POSITION/ELEVATION WELL
 OG1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG1159+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 OG1159
 OG1159  HISTORY     - Date     Condition        Report By
 OG1159  HISTORY     - 1988     MONUMENTED       NGS
 OG1159  HISTORY     - 19951101 GOOD             NYDT
 OG1159  HISTORY     - 19971210 GOOD             FA
 OG1159  HISTORY     - 19990203 GOOD             FA
 OG1159  HISTORY     - 19991201 GOOD             JCLS
 OG1159  HISTORY     - 20040331 GOOD             TVGA
 OG1159
 OG1159                          STATION DESCRIPTION
 OG1159
 OG1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OG1159'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF AKRON, AT THE
 OG1159'AKRON AIRPORT, IN THE GRASSY AREA AT THE SOUTH END OF THE EASTERN ONE
 OG1159'OF TWO ROWS OF METAL HANGARS AND JUST SOUTHWEST OF THE AIRPORT
 OG1159'ADMINISTRATION BUILDING.
 OG1159'OWNERSHIP--JOHN JESSON, BOX 126, AKRON NY 14001. PHONE 716 542-4607.
 OG1159'TO REACH THE STATION FROM THE AKRON FIRE COMPANY BUILDING, AT THE
 OG1159'JUNCTION OF STATE HIGHWAY 93 AND MAIN STREET IN AKRON, GO EAST FOR 0.1
 OG1159'KM (0.05 MI) ON MAIN STREET TO THE JUNCTION OF BUFFALO STREET.  TURN
 OG1159'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON BUFFALO STREET TO THE
 OG1159'JUNCTION OF JOHN STREET.  TURN RIGHT AND GO EAST FOR 0.9 KM (0.55 MI)
 OG1159'ON JOHN STREET TO A FORK.  BEAR RIGHT AND GO EAST UPHILL FOR 0.6 KM
 OG1159'(0.35 MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 OG1159'TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE ENTRANCE
 OG1159'ROAD, PASSING TO THE SOUTHWEST OF THE AIRPORT ADMINISTRATION BUILDING,
 OG1159'TO THE STATION ON THE RIGHT NEAR THE SOUTH END OF THE METAL HANGAR.
 OG1159'THE STATION IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE TOP
 OG1159'CENTER OF A 0.9 BY 0.9 METER EXPOSURE OF LIMESTONE BEDROCK PROJECTING
 OG1159'4 CM ABOVE GROUND.  LOCATED 55.0 M (180.4 FT) SOUTHWEST FROM THE
 OG1159'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 52.4 M (171.9 FT)
 OG1159'NORTHEAST FROM THE SOUTHEAST CORNER OF THE WESTERN ROW OF METAL
 OG1159'HANGARS, 43.2 M (141.7 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 OG1159'CONCRETE PAD SUPPORTING THE FUEL PUMPS, 22.5 M (73.8 FT) SOUTHWEST
 OG1159'FROM THE CENTER OF THE ASPHALT ENTRANCE ROAD, AND 21.0 M (68.9 FT)
 OG1159'SOUTH FROM THE SOUTHEAST CORNER OF THE EASTERN ROW OF METAL HANGARS.
 OG1159'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 OG1159
 OG1159                          STATION RECOVERY (1995)
 OG1159
 OG1159'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 OG1159'RECOVERED AS DESCRIBED.
 OG1159
 OG1159                          STATION RECOVERY (1997)
 OG1159
 OG1159'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 OG1159'GOOD.
 OG1159
 OG1159                          STATION RECOVERY (1999)
 OG1159
 OG1159'RECOVERY NOTE BY FISHER ASSOCIATES 1999 (MB)
 OG1159'GOOD.
 OG1159
 OG1159                          STATION RECOVERY (1999)
 OG1159
 OG1159'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 OG1159'RECOVERED IN GOOD CONDITION.
 OG1159
 OG1159                          STATION RECOVERY (2004)
 OG1159
 OG1159'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 OG1159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1160 ***********************************************************************
 OG1160  DESIGNATION -  AKROPORT AZ MK
 OG1160  PID         -  OG1160
 OG1160  STATE/COUNTY-  NY/ERIE
 OG1160  USGS QUAD   -  
 OG1160
 OG1160                         *CURRENT SURVEY CONTROL
 OG1160  ___________________________________________________________________
 OG1160* NAD 83(1996)-  43 01 24.52951(N)    078 28 41.98741(W)     ADJUSTED  
 OG1160* NAVD 88     -       255.8    (meters)     839.     (feet)  VERTCON   
 OG1160  ___________________________________________________________________
 OG1160  X           -     932,845.972 (meters)                     COMP
 OG1160  Y           -  -4,576,224.468 (meters)                     COMP
 OG1160  Z           -   4,329,559.768 (meters)                     COMP
 OG1160  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OG1160  ELLIP HEIGHT-         220.77  (meters)          (01/11/99) GPS OBS
 OG1160  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OG1160
 OG1160  HORZ ORDER  -  THIRD
 OG1160  ELLP ORDER  -  FOURTH    CLASS I
 OG1160
 OG1160.This mark is at Akron Airport (9G3)
 OG1160
 OG1160.The horizontal coordinates were established by GPS observations
 OG1160.and adjusted by the National Geodetic Survey in January 1999..
 OG1160
 OG1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1160
 OG1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OG1160
 OG1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1160
 OG1160.The ellipsoidal height was determined by GPS observations
 OG1160.and is referenced to NAD 83.
 OG1160
 OG1160.The geoid height was determined by GEOID03.
 OG1160
 OG1160;                    North         East     Units Scale Factor Converg.
 OG1160;SPC NY W     -   335,783.726   358,558.291   MT  0.99993840   +0 04 17.9
 OG1160;SPC NY W     - 1,101,650.44  1,176,369.99   sFT  0.99993840   +0 04 17.9
 OG1160;UTM  17      - 4,766,508.224   705,463.577   MT  1.00011936   +1 43 16.1
 OG1160
 OG1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1160!SPC NY W     -   0.99996538  x   0.99993840  =   0.99990378
 OG1160!UTM  17      -   0.99996538  x   1.00011936  =   1.00008474
 OG1160
 OG1160:                Primary Azimuth Mark                     Grid Az
 OG1160:SPC NY W     -  AKROPORT                                 246 31 21.0
 OG1160:UTM  17      -  AKROPORT                                 244 52 22.8
 OG1160
 OG1160|---------------------------------------------------------------------|
 OG1160| PID    Reference Object                     Distance      Geod. Az  |
 OG1160|                                                           dddmmss.s |
 OG1160| OG1159 AKROPORT                            498.831 METERS 2463538.9 |
 OG1160|---------------------------------------------------------------------|
 OG1160
 OG1160                          SUPERSEDED SURVEY CONTROL
 OG1160
 OG1160  NAD 83(1986)-  43 01 24.53214(N)    078 28 41.98120(W) AD(       ) 3
 OG1160  NAD 27      -  43 01 24.32212(N)    078 28 42.89445(W) AD(       ) 3
 OG1160  NGVD 29 (04/21/89)  255.9    (m)          840.     (f) GPS OBS        
 OG1160
 OG1160.Superseded values are not recommended for survey control.
 OG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1160.See file dsdata.txt to determine how the superseded data were derived.
 OG1160
 OG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0546466508(NAD 83)
 OG1160_MARKER: DZ = AZIMUTH MARK DISK
 OG1160_SETTING: 66 = SET IN ROCK OUTCROP
 OG1160_SP_SET: IN A DRILL HOLE IN BEDROCK
 OG1160_STAMPING: AKROPORT 1988
 OG1160_MARK LOGO: NGS   
 OG1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OG1160+STABILITY: POSITION/ELEVATION WELL
 OG1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG1160+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OG1160
 OG1160  HISTORY     - Date     Condition        Report By
 OG1160  HISTORY     - 1988     MONUMENTED       NGS
 OG1160
 OG1160                          STATION DESCRIPTION
 OG1160
 OG1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OG1160'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF AKRON, AT THE
 OG1160'AKRON AIRPORT, IN A SMALL EXPOSURE OF BEDROCK IN THE NORTHEAST END OF
 OG1160'THE GRASS STRIP BETWEEN THE SINGLE ASPHALT RUNWAY AND THE PARALLEL
 OG1160'TAXIWAY.
 OG1160'OWNERSHIP--JOHN JESSON, BOX 126, AKRON NY 14001.  PHONE 716 542-4607.
 OG1160'TO REACH THE STATION FROM THE AKRON FIRE COMPANY BUILDING, AT THE
 OG1160'JUNCTION OF STATE HIGHWAY 93 AND MAIN STREET IN AKRON, GO EAST FOR 0.1
 OG1160'KM (0.05 MI) ON MAIN STREET TO THE JUNCTION OF BUFFALO STREET.  TURN
 OG1160'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON BUFFALO STREET TO THE
 OG1160'JUNCTION OF JOHN STREET.  TURN RIGHT AND GO EAST FOR 0.9 KM (0.55 MI)
 OG1160'ON JOHN STREET TO A FORK.  BEAR RIGHT AND GO EAST UPHILL FOR 0.6 KM
 OG1160'(0.35 MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 OG1160'TURN RIGHT AND GO SOUTHEAST FOR 0.25 KM (0.15 MI) ON THE ENTRANCE
 OG1160'ROAD AND MAIN CONNECTING TAXIWAY, PASSING TO THE SOUTHWEST OF THE
 OG1160'ADMINISTRATION BUILDING, TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 OG1160'NORTHEAST FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 OG1160'ON THE RIGHT JUST BEFORE REACHING THE NORTHEAST END OF THE RUNWAY.
 OG1160'THE STATION IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE TOP OF
 OG1160'THE SOUTHWEST EDGE OF A 0.8 BY 1.0 METER EXPOSURE OF LIMESTONE BEDROCK
 OG1160'FLUSH WITH THE GROUND.  LOCATED 72.2 M (236.9 FT) WEST-SOUTHWEST FROM
 OG1160'THE NORTH CORNER OF THE RUNWAY, 64.0 M (210.0 FT) SOUTHWEST FROM THE
 OG1160'CENTER OF THE CONNECTING TAXIWAY AT THE NORTHEAST END OF THE RUNWAY,
 OG1160'17.8 M (58.4 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 17.1 M
 OG1160'(56.1 FT) WEST-SOUTHWEST FROM THE FIRST WHITE RUNWAY LIGHT ON THE
 OG1160'NORTHWEST SIDE OF THE RUNWAY FROM THE NORTHEAST END OF THE RUNWAY, AND
 OG1160'15.0 M (49.2 FT) SOUTHEAST FROM THE CENTER OF THE PARALLEL TAXIWAY.
 OG1160'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1594 ***********************************************************************
 OD1594  DESIGNATION -  ALA 1 SACGS 1973
 OD1594  PID         -  OD1594
 OD1594  STATE/COUNTY-  NY/SARATOGA
 OD1594  USGS QUAD   -  CORINTH (1968)
 OD1594
 OD1594                         *CURRENT SURVEY CONTROL
 OD1594  ___________________________________________________________________
 OD1594* NAD 83(1996)-  43 13 35.79445(N)    073 47 45.64401(W)     ADJUSTED  
 OD1594* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 OD1594  ___________________________________________________________________
 OD1594  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 OD1594  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OD1594
 OD1594  HORZ ORDER  -  SECOND
 OD1594
 OD1594.The horizontal coordinates were established by classical geodetic methods
 OD1594.and adjusted by the National Geodetic Survey in January 1999..
 OD1594
 OD1594.The orthometric height was scaled from a topographic map.
 OD1594
 OD1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1594
 OD1594.The geoid height was determined by GEOID03.
 OD1594
 OD1594;                    North         East     Units Scale Factor Converg.
 OD1594;SPC NY E     -   488,085.226   207,186.811   MT  0.99994022   +0 28 55.8
 OD1594;SPC NY E     - 1,601,326.28    679,745.40   sFT  0.99994022   +0 28 55.8
 OD1594;UTM  18      - 4,786,683.534   597,774.107   MT  0.99971760   +0 49 28.8
 OD1594
 OD1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1594!SPC NY E     -   0.99997103  x   0.99994022  =   0.99991125
 OD1594!UTM  18      -   0.99997103  x   0.99971760  =   0.99968864
 OD1594
 OD1594|---------------------------------------------------------------------|
 OD1594| PID    Reference Object                     Distance      Geod. Az  |
 OD1594|                                                           dddmmss.s |
 OD1594| OD1586 LYNG                                123.140 METERS 29954     |
 OD1594| OD1587 ALA SACGS 1973                      160.574 METERS 33632     |
 OD1594|---------------------------------------------------------------------|
 OD1594
 OD1594                          SUPERSEDED SURVEY CONTROL
 OD1594
 OD1594  NAD 83(1996)-  43 13 35.79770(N)    073 47 45.64444(W) AD(       ) 2
 OD1594  NAD 83(1992)-  43 13 35.79825(N)    073 47 45.64429(W) AD(       ) 2
 OD1594  NAD 83(1986)-  43 13 35.79898(N)    073 47 45.64368(W) AD(       ) 2
 OD1594  NAD 27      -  43 13 35.53749(N)    073 47 47.20834(W) AD(       ) 2
 OD1594
 OD1594.Superseded values are not recommended for survey control.
 OD1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1594.See file dsdata.txt to determine how the superseded data were derived.
 OD1594
 OD1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9777486684(NAD 83)
 OD1594_MARKER: DD = SURVEY DISK
 OD1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1594+STABILITY: SURFACE MOTION
 OD1594
 OD1594  HISTORY     - Date     Condition        Report By
 OD1594  HISTORY     - 1973     MONUMENTED       NY-091
 OD1594
 OD1594                          STATION DESCRIPTION
 OD1594
 OD1594'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1594'STATION ALA SACGS IS ABOUT 2.5 MILES SOUTHEAST OF THE VILLAGE OF
 OD1594'CORINTH, 4.5 MILES NORTHWEST OF WILTON AND 4.5 MILES EAST
 OD1594'NORTHEAST OF SOUTH CORINTH.
 OD1594'
 OD1594'TO REACH STATION ALA SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1594'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05
 OD1594'MILE TO THE T-ROAD INTERSECTION OF STATE HIGHWAY 9N AND MAIN
 OD1594'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 2.0 MILES
 OD1594'TO THE T-ROAD INTERSECTION OF FULLER ROAD ON THE LEFT.  TURN LEFT
 OD1594'ON FULLER ROAD AND GO NORTHEAST FOR 0.95 MILE TO THE T-ROAD
 OD1594'INTERSECTION OF SPIER FALLS ROAD (COUNTY HIGHWAY 24).  TURN
 OD1594'RIGHT ON SPIER FALLS ROAD AND GO SOUTH 0.10 MILE TO THE STATION
 OD1594'ON THE LEFT.
 OD1594'
 OD1594'TO REACH THE AZIMUTH MARK, ALA-1 (SACGS), FROM THE STATION,
 OD1594'CONTINUE SOUTHEAST ON SPIER FALLS ROAD FOR 0.10 MILE TO THE T-ROAD
 OD1594'INTERSECTION WITH HACK ROAD ON THE RIGHT, TURN RIGHT ON HACK
 OD1594'ROAD AND GO SOUTHWEST 117 FEET TO THE MARK ON THE LEFT.
 OD1594'
 OD1594'AZIMUTH MARK, ALA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1594'COUNTY GEODETIC SURVEY STAMPED ALA-1.  IT IS SET IN THE TOP OF A
 OD1594'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1594'ABOVE THE GROUND.  IT IS LOCATED 63.5 FEET NORTHEAST OF POWER
 OD1594'POLE L1109, 78.7 FEET SOUTHWEST OF THE SOUTHWEST PORCH CORNER OF
 OD1594'A HOUSE ON THE WEST SIDE OF HACK ROAD, 88.7 FEET SOUTH OF THE
 OD1594'SOUTHWEST CORNER OF A GARAGE ON THE WEST SIDE OF HACK ROAD,
 OD1594'23.7 FEET SOUTHEAST OF THE CENTERLINE OF HACK ROAD, AND 15.0
 OD1594'FEET SOUTHWEST OF THE CENTERLINE OF AN UNNAMED ROAD
 OD1594'CONNECTING HACK ROAD AND SPIER FALLS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1587 ***********************************************************************
 OD1587  DESIGNATION -  ALA SACGS 1973
 OD1587  PID         -  OD1587
 OD1587  STATE/COUNTY-  NY/SARATOGA
 OD1587  USGS QUAD   -  CORINTH (1968)
 OD1587
 OD1587                         *CURRENT SURVEY CONTROL
 OD1587  ___________________________________________________________________
 OD1587* NAD 83(1996)-  43 13 40.56719(N)    073 47 48.47807(W)     ADJUSTED  
 OD1587* NAVD 88     -       215.0    (meters)     705.     (feet)  VERTCON   
 OD1587  ___________________________________________________________________
 OD1587  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OD1587  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OD1587
 OD1587  HORZ ORDER  -  SECOND
 OD1587
 OD1587.The horizontal coordinates were established by classical geodetic methods
 OD1587.and adjusted by the National Geodetic Survey in January 1999..
 OD1587
 OD1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1587
 OD1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1587
 OD1587.The geoid height was determined by GEOID03.
 OD1587
 OD1587;                    North         East     Units Scale Factor Converg.
 OD1587;SPC NY E     -   488,231.962   207,121.623   MT  0.99994012   +0 28 53.9
 OD1587;SPC NY E     - 1,601,807.70    679,531.52   sFT  0.99994012   +0 28 53.9
 OD1587;UTM  18      - 4,786,829.845   597,708.058   MT  0.99971744   +0 49 26.9
 OD1587
 OD1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1587!SPC NY E     -   0.99997102  x   0.99994012  =   0.99991114
 OD1587!UTM  18      -   0.99997102  x   0.99971744  =   0.99968846
 OD1587
 OD1587|---------------------------------------------------------------------|
 OD1587| PID    Reference Object                     Distance      Geod. Az  |
 OD1587|                                                           dddmmss.s |
 OD1587| OD1594 ALA 1 SACGS 1973                    160.574 METERS 15632     |
 OD1587| OD1586 LYNG                                 95.972 METERS 20629     |
 OD1587|---------------------------------------------------------------------|
 OD1587
 OD1587                          SUPERSEDED SURVEY CONTROL
 OD1587
 OD1587  NAD 83(1996)-  43 13 40.57044(N)    073 47 48.47848(W) AD(       ) 2
 OD1587  NAD 83(1992)-  43 13 40.57099(N)    073 47 48.47834(W) AD(       ) 2
 OD1587  NAD 83(1986)-  43 13 40.57172(N)    073 47 48.47773(W) AD(       ) 2
 OD1587  NAD 27      -  43 13 40.31027(N)    073 47 50.04229(W) AD(       ) 2
 OD1587  NGVD 29 (07/19/86)  215.1    (m)          706.     (f) VERT ANG       
 OD1587
 OD1587.Superseded values are not recommended for survey control.
 OD1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1587.See file dsdata.txt to determine how the superseded data were derived.
 OD1587
 OD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9770886830(NAD 83)
 OD1587_MARKER: DD = SURVEY DISK
 OD1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1587+STABILITY: SURFACE MOTION
 OD1587
 OD1587  HISTORY     - Date     Condition        Report By
 OD1587  HISTORY     - 1973     MONUMENTED       NY-091
 OD1587
 OD1587                          STATION DESCRIPTION
 OD1587
 OD1587'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1587'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF THE VILLAGE OF
 OD1587'CORINTH, 4.5 MILES NORTHWEST OF WILTON AND 4.5 MILES EAST
 OD1587'NORTHEAST OF SOUTH CORINTH.
 OD1587'
 OD1587'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1587'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05
 OD1587'MILE TO THE T-ROAD INTERSECTION OF STATE HIGHWAY 9N AND MAIN
 OD1587'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 2.0 MILES
 OD1587'TO THE T-ROAD INTERSECTION OF FULLER ROAD ON THE LEFT.  TURN LEFT
 OD1587'ON FULLER ROAD AND GO NORTHEAST FOR 0.95 MILE TO THE T-ROAD
 OD1587'INTERSECTION OF SPIER FALLS ROAD (COUNTY HIGHWAY 24).  TURN
 OD1587'RIGHT ON SPIER FALLS ROAD AND GO SOUTH 0.10 MILE TO THE STATION
 OD1587'ON THE LEFT.
 OD1587'
 OD1587'TO REACH THE AZIMUTH MARK, ALA-1 (SACGS), FROM THE STATION,
 OD1587'CONTINUE SOUTHEAST ON SPIER FALLS ROAD FOR 0.10 MILE TO THE T-ROAD
 OD1587'INTERSECTION WITH HACK ROAD ON THE RIGHT, TURN RIGHT ON HACK
 OD1587'ROAD AND GO SOUTHWEST 117 FEET TO THE MARK ON THE LEFT.
 OD1587'
 OD1587'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1587'SURVEY STAMPED ALA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1587'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1587'ABOVE THE GROUND.  IT IS LOCATED 23.9 FEET NORTHEAST OF THE
 OD1587'CENTERLINE OF THE SPIER FALLS ROAD (COUNTY HIGHWAY 24), 35.4
 OD1587'FEET SOUTHEAST OF A POWER POLE NYP 62, 87.7 FEET EAST OF THE
 OD1587'NORTHEASTERLY CORNER OF HOUSE WITH GARAGE ON WEST SIDE OF SPIER
 OD1587'FALLS ROAD AND DIRECTLY ON THE NORTHERLY RANGE LINE OFF SAID
 OD1587'HOUSE, AND 20.0 FEET NORTHWEST OF A 24-INCH WHITE PINE TREE.
 OD1587'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1587'CONCRETE 48 INCHES BELOW THE SURFACE.
 OD1587'
 OD1587'AZIMUTH MARK, ALA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1587'COUNTY GEODETIC SURVEY STAMPED ALA-1.  IT IS SET IN THE TOP OF A
 OD1587'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1587'ABOVE THE GROUND.  IT IS LOCATED 63.5 FEET NORTHEAST OF POWER
 OD1587'POLE L1109, 78.7 FEET SOUTHWEST OF THE SOUTHWEST PORCH CORNER OF
 OD1587'A HOUSE ON THE WEST SIDE OF HACK ROAD, 88.7 FEET SOUTH OF THE
 OD1587'SOUTHWEST CORNER OF A GARAGE ON THE WEST SIDE OF HACK ROAD,
 OD1587'23.7 FEET SOUTHEAST OF THE CENTERLINE OF HACK ROAD, AND 15.0
 OD1587'FEET SOUTHWEST OF THE CENTERLINE OF AN UNNAMED ROAD
 OD1587'CONNECTING HACK ROAD AND SPIER FALLS ROAD.
 OD1587'
 OD1587'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2085 ***********************************************************************
 MZ2085  DESIGNATION -  ALANDER
 MZ2085  PID         -  MZ2085
 MZ2085  STATE/COUNTY-  NY/COLUMBIA
 MZ2085  USGS QUAD   -  COPAKE (1953)
 MZ2085
 MZ2085                         *CURRENT SURVEY CONTROL
 MZ2085  ___________________________________________________________________
 MZ2085* NAD 83(1996)-  42 05 14.98420(N)    073 30 17.23391(W)     ADJUSTED  
 MZ2085* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 MZ2085  ___________________________________________________________________
 MZ2085  LAPLACE CORR-          13.17  (seconds)                    DEFLEC99
 MZ2085  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 MZ2085
 MZ2085  HORZ ORDER  -  FIRST
 MZ2085
 MZ2085.The horizontal coordinates were established by classical geodetic methods
 MZ2085.and adjusted by the National Geodetic Survey in January 1999..
 MZ2085
 MZ2085.The orthometric height was scaled from a topographic map.
 MZ2085
 MZ2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2085
 MZ2085.The geoid height was determined by GEOID03.
 MZ2085
 MZ2085;                    North         East     Units Scale Factor Converg.
 MZ2085;SPC NY E     -   361,796.875   232,333.283   MT  0.99998338   +0 40 01.5
 MZ2085;SPC NY E     - 1,186,995.25    762,246.78   sFT  0.99998338   +0 40 01.5
 MZ2085;SPC MA M     -   872,736.619    34,150.415   MT  0.99996649   -1 20 48.0
 MZ2085;SPC MA M     - 2,863,303.39    112,041.82   sFT  0.99996649   -1 20 48.0
 MZ2085;SPC CT       -   291,964.387   242,350.586   MT  1.00002983   -0 30 01.7
 MZ2085;SPC CT       -   957,886.49    795,111.88   sFT  1.00002983   -0 30 01.7
 MZ2085;UTM  18      - 4,660,572.479   623,661.640   MT  0.99978817   +1 00 08.3
 MZ2085
 MZ2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2085!SPC NY E     -   0.99989818  x   0.99998338  =   0.99988156
 MZ2085!SPC MA M     -   0.99989818  x   0.99996649  =   0.99986467
 MZ2085!SPC CT       -   0.99989818  x   1.00002983  =   0.99992801
 MZ2085!UTM  18      -   0.99989818  x   0.99978817  =   0.99968637
 MZ2085
 MZ2085|---------------------------------------------------------------------|
 MZ2085| PID    Reference Object                     Distance      Geod. Az  |
 MZ2085|                                                           dddmmss.s |
 MZ2085| DE4566 ALANDER RM 1                         21.200 METERS 05314     |
 MZ2085| DE4565 ALANDER AZ MK                                      0841958.5 |
 MZ2085| MZ2083 ALANDER MAGNETIC                      1.549 METERS 13916     |
 MZ2085| DE4567 ALANDER RM 2                          7.998 METERS 20046     |
 MZ2085| MZ2082 COPAKE FALLS FIRE TOWER             APPROX. 2.3 KM 3371723.9 |
 MZ2085|---------------------------------------------------------------------|
 MZ2085
 MZ2085                          SUPERSEDED SURVEY CONTROL
 MZ2085
 MZ2085  NAD 83(1996)-  42 05 14.98422(N)    073 30 17.23394(W) AD(       ) 1
 MZ2085  NAD 83(1996)-  42 05 14.98422(N)    073 30 17.23394(W) AD(       ) 1
 MZ2085  NAD 83(1992)-  42 05 14.98541(N)    073 30 17.23407(W) AD(       ) 1
 MZ2085  NAD 83(1992)-  42 05 14.98541(N)    073 30 17.23407(W) AD(       ) 1
 MZ2085  NAD 83(1986)-  42 05 14.98422(N)    073 30 17.23331(W) AD(       ) 1
 MZ2085  NAD 27      -  42 05 14.65900(N)    073 30 18.80900(W) AD(       ) 1
 MZ2085
 MZ2085.Superseded values are not recommended for survey control.
 MZ2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2085.See file dsdata.txt to determine how the superseded data were derived.
 MZ2085
 MZ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2366260572(NAD 83)
 MZ2085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2085_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2085
 MZ2085  HISTORY     - Date     Condition        Report By
 MZ2085  HISTORY     - 1938     MONUMENTED       CGS
 MZ2085
 MZ2085                          STATION DESCRIPTION
 MZ2085
 MZ2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 MZ2085'STATION IS LOCATED ON THE MOST WESTERLY ONE OF TWO SUMMITS OF
 MZ2085'ALANDER MT. IN THE TACONIC STATE PARK, 2-1/2 MILES ESE OF COPAKE,
 MZ2085'NEW YORK ON THE SITE OF THE OLD FIRE TOWER, APPROXIMATELY ON THE
 MZ2085'NEW YORK-MASSACHUSETTS STATE LINE.  MARK IS A STANDARD BRONZE
 MZ2085'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN
 MZ2085'NOTE 2 COUNTERSUNK APPROXIMATELY 1 INCH BELOW THE SURFACE.
 MZ2085'
 MZ2085'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN
 MZ2085'OUTCROPPING BEDROCK AND CONCRETE AS DESCRIBED IN NOTES 12A, 11A,
 MZ2085'AND 12A.
 MZ2085'
 MZ2085'REFERENCE MARK NO. 1 IS N OF STATION, PROJECTS 6 INCHES ABOVE
 MZ2085'GROUND, AND IS STAMPED ALANDER R.M.NO.1.1938.  REFERENCE MARK
 MZ2085'NO. 2 IS SET IN THE OLD FIRE TOWER BASE WHICH IS A 16- BY 16-INCH
 MZ2085'CONCRETE BLOCK PROJECTING 6 INCHES ABOVE GROUND AND HAS
 MZ2085'TWO 1- BY 6-INCH IRON BOLTS PROJECTING FROM THE TOP, IS STAMPED
 MZ2085'ALANDER R.M. NO.2.1938, AND IS NE OF STATION.
 MZ2085'
 MZ2085'U.S.C. AND G.S. MAGNETIC STATION IS 1.550 METERS E OF STATION,
 MZ2085'IS A STANDARD MARK SET IN BEDROCK AND COUNTERSUNK APPROXIMATELY
 MZ2085'1 INCH BELOW THE SURFACE.
 MZ2085'
 MZ2085'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NNE OF THE STATION, SET
 MZ2085'IN A DRILL HOLE IN A LARGE BOULDER ON THE FIRST HILL FROM THE
 MZ2085'STATION.
 MZ2085'
 MZ2085'TO REACH FROM COPAKE, NEW YORK, GO S ON N.Y. 22 FROM THE
 MZ2085'JUNCTION OF 22 AND 201 FOR 2.75 MILES TO A GRAVEL ROAD TO THE L
 MZ2085'AND A SIGN CCC CAMP P 83.  TURN L AND CONTINUE ON THIS GRAVEL ROAD
 MZ2085'FOR 0.75 MILE TO ANOTHER PARTLY GRAVELED ROAD AND A SIGN STATE
 MZ2085'PARK, ON TREE ON THE L.  TURN L AND CONTINUE ON ROAD FOR ABOUT
 MZ2085'ONE MILE TO A SMALL WOODEN BRIDGE.  CONTINUE FOR ANOTHER MILE UP
 MZ2085'THE HILL KEEPING R TO ANOTHER BRIDGE.  TURN THE TRUCK AROUND
 MZ2085'HERE AND BACKTRACK FOR ABOUT 100 YARDS.  LEAVE TRUCK HERE AND
 MZ2085'FOLLOW BLAZED TRAIL UP THE HILL TO THE SUMMIT AND STATION.
 MZ2085'IT IS NOT ADVISABLE TO TAKE TRUCK UP THE LAST MILE AS THE
 MZ2085'ROAD IS IN BAD CONDITION AND WOULD NOT BE PASSABLE IN WET
 MZ2085'WEATHER.
 MZ2085'
 MZ2085'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1599 ***********************************************************************
 OD1599  DESIGNATION -  ALB
 OD1599  PID         -  OD1599
 OD1599  STATE/COUNTY-  NY/SARATOGA
 OD1599  USGS QUAD   -  CORINTH (1968)
 OD1599
 OD1599                         *CURRENT SURVEY CONTROL
 OD1599  ___________________________________________________________________
 OD1599* NAD 83(1996)-  43 13 22.89501(N)    073 48 55.31441(W)     ADJUSTED  
 OD1599* NAVD 88     -       201.8    (meters)     662.     (feet)  VERTCON   
 OD1599  ___________________________________________________________________
 OD1599  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 OD1599  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 OD1599
 OD1599  HORZ ORDER  -  SECOND
 OD1599
 OD1599.The horizontal coordinates were established by classical geodetic methods
 OD1599.and adjusted by the National Geodetic Survey in January 1999..
 OD1599
 OD1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1599
 OD1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1599
 OD1599.The geoid height was determined by GEOID03.
 OD1599
 OD1599;                    North         East     Units Scale Factor Converg.
 OD1599;SPC NY E     -   487,674.135   205,617.977   MT  0.99993804   +0 28 08.0
 OD1599;SPC NY E     - 1,599,977.56    674,598.31   sFT  0.99993804   +0 28 08.0
 OD1599;UTM  18      - 4,786,263.166   596,208.108   MT  0.99971386   +0 48 40.9
 OD1599
 OD1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1599!SPC NY E     -   0.99997308  x   0.99993804  =   0.99991113
 OD1599!UTM  18      -   0.99997308  x   0.99971386  =   0.99968695
 OD1599
 OD1599:                Primary Azimuth Mark                     Grid Az
 OD1599:SPC NY E     -  ALB 1                                    141 29 52.7
 OD1599:UTM  18      -  ALB 1                                    141 09 19.8
 OD1599
 OD1599|---------------------------------------------------------------------|
 OD1599| PID    Reference Object                     Distance      Geod. Az  |
 OD1599|                                                           dddmmss.s |
 OD1599| DE4568 ALB 1                                              1415800.7 |
 OD1599| OD1591 ALB 2 SACGS 1973                    470.554 METERS 3011635.5 |
 OD1599|---------------------------------------------------------------------|
 OD1599
 OD1599                          SUPERSEDED SURVEY CONTROL
 OD1599
 OD1599  NAD 83(1996)-  43 13 22.89833(N)    073 48 55.31485(W) AD(       ) 2
 OD1599  NAD 83(1992)-  43 13 22.89886(N)    073 48 55.31470(W) AD(       ) 2
 OD1599  NAD 83(1986)-  43 13 22.89957(N)    073 48 55.31407(W) AD(       ) 2
 OD1599  NAD 27      -  43 13 22.63800(N)    073 48 56.87639(W) AD(       ) 2
 OD1599  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 OD1599
 OD1599.Superseded values are not recommended for survey control.
 OD1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1599.See file dsdata.txt to determine how the superseded data were derived.
 OD1599
 OD1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9620886263(NAD 83)
 OD1599_MARKER: DD = SURVEY DISK
 OD1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1599
 OD1599  HISTORY     - Date     Condition        Report By
 OD1599  HISTORY     - 1973     MONUMENTED       NY-091
 OD1599
 OD1599                          STATION DESCRIPTION
 OD1599
 OD1599'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1599'THE STATION IS APPROXIMATELY 2.0 MILE SOUTH SOUTHEAST OF THE
 OD1599'VILLAGE OF CORINTH, 5.0 MILES NORTHWEST OF WILTON, AND 3.5 MILES
 OD1599'NORTHEAST OF SOUTH CORINTH.
 OD1599'
 OD1599'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1599'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05
 OD1599'MILE TO THE T-ROAD INTERSECTION OF STATE HIGHWAY 9N AND MAIN
 OD1599'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 1.70
 OD1599'MILE TO AN AZIMUTH MARK, ALB-2 (SACGS), ON THE RIGHT.  CONTINUE
 OD1599'SOUTH ON MAIN STREET FOR 0.30 MILE TO THE STATION MARK ON THE
 OD1599'LEFT.
 OD1599'
 OD1599'TO REACH AZIMUTH MARK, ALB-1 (SACGS), FROM THE STATION, CONTINUE
 OD1599'SOUTHEAST ON MAIN STREET FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 OD1599'
 OD1599'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1599'SURVEY STAMPED ALB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1599'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1599'ABOVE THE GROUND.  THE STATION MARK IS LOCATED 15.3 FEET EAST OF
 OD1599'THE CENTERLINE OF MAIN STREET, 50.6 FEET SOUTHEAST OF THE
 OD1599'SOUTHEAST CORNER OF A CULVERT HEADWALL ON EAST SIDE OF MAIN
 OD1599'STREET AND 59.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 OD1599'CULVERT HEADWALL ON WEST SIDE OF MAIN STREET.  THE UNDERGROUND
 OD1599'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OD1599'INCHES BELOW THE SURFACE.
 OD1599'
 OD1599'AZIMUTH MARK, ALB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1599'COUNTY GEODETIC SURVEY STAMPED ALB-1.  IT IS SET IN THE TOP OF
 OD1599'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1599'ABOVE THE GROUND.  IT IS LOCATED 19.0 FEET WEST OF THE
 OD1599'CENTERLINE OF MAIN STREET, 11.0 FEET NORTHEAST OF A 42-INCH MAPLE
 OD1599'TREE, 76.4 FEET SOUTHEAST OF POWER POLE NM 5-B AND 1.0 FEET
 OD1599'SOUTH OF RANGE LINE OFF SOUTH SIDE OF A GARAGE ON THE EAST SIDE
 OD1599'OF MAIN STREET.
 OD1599'
 OD1599'AZIMUTH MARK, ALB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1599'COUNTY GEODETIC SURVEY STAMPED ALB-2.  IT IS SET IN THE TOP OF
 OD1599'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 FOOT BELOW
 OD1599'THE GROUND.  IT IS LOCATED 16.4 FEET WEST OF THE CENTERLINE OF
 OD1599'MAIN STREET, 135.0 FEET NORTHWEST OF POWER POLE 30-2, 142.4 FEET
 OD1599'NORTH OF THE NORTH RANGE LINE OF A METAL FENCE SURROUNDING A
 OD1599'CEMETERY ON EAST SIDE OF MAIN STREET, 6.4 FEET NORTHEAST OF
 OD1599'POWER POLE NM 17-2, AND 171.8 FEET SOUTHEAST OF POWER POLE NM
 OD1599'17-1.
 OD1599'
 OD1599'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1591 ***********************************************************************
 OD1591  DESIGNATION -  ALB 2 SACGS 1973
 OD1591  PID         -  OD1591
 OD1591  STATE/COUNTY-  NY/SARATOGA
 OD1591  USGS QUAD   -  CORINTH (1968)
 OD1591
 OD1591                         *CURRENT SURVEY CONTROL
 OD1591  ___________________________________________________________________
 OD1591* NAD 83(1996)-  43 13 30.81084(N)    073 49 13.13522(W)     ADJUSTED  
 OD1591* NAVD 88     -       200.0    (meters)     656.     (feet)  VERTCON   
 OD1591  ___________________________________________________________________
 OD1591  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 OD1591  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OD1591
 OD1591  HORZ ORDER  -  SECOND
 OD1591
 OD1591.The horizontal coordinates were established by classical geodetic methods
 OD1591.and adjusted by the National Geodetic Survey in January 1999..
 OD1591
 OD1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1591
 OD1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1591
 OD1591.The geoid height was determined by GEOID03.
 OD1591
 OD1591;                    North         East     Units Scale Factor Converg.
 OD1591;SPC NY E     -   487,915.118   205,213.847   MT  0.99993749   +0 27 55.8
 OD1591;SPC NY E     - 1,600,768.18    673,272.43   sFT  0.99993749   +0 27 55.8
 OD1591;UTM  18      - 4,786,501.676   595,802.636   MT  0.99971290   +0 48 28.8
 OD1591
 OD1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1591!SPC NY E     -   0.99997336  x   0.99993749  =   0.99991086
 OD1591!UTM  18      -   0.99997336  x   0.99971290  =   0.99968627
 OD1591
 OD1591:                Primary Azimuth Mark                     Grid Az
 OD1591:SPC NY E     -  ALB                                      120 48 27.5
 OD1591:UTM  18      -  ALB                                      120 27 54.5
 OD1591
 OD1591|---------------------------------------------------------------------|
 OD1591| PID    Reference Object                     Distance      Geod. Az  |
 OD1591|                                                           dddmmss.s |
 OD1591| OD1599 ALB                                 470.554 METERS 1211623.3 |
 OD1591| OD1596 ALC 1 SACGS 1973                    194.825 METERS 32055     |
 OD1591|---------------------------------------------------------------------|
 OD1591
 OD1591                          SUPERSEDED SURVEY CONTROL
 OD1591
 OD1591  NAD 83(1996)-  43 13 30.81417(N)    073 49 13.13566(W) AD(       ) 2
 OD1591  NAD 83(1992)-  43 13 30.81469(N)    073 49 13.13551(W) AD(       ) 2
 OD1591  NAD 83(1986)-  43 13 30.81540(N)    073 49 13.13487(W) AD(       ) 2
 OD1591  NAD 27      -  43 13 30.55390(N)    073 49 14.69660(W) AD(       ) 2
 OD1591  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG       
 OD1591
 OD1591.Superseded values are not recommended for survey control.
 OD1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1591.See file dsdata.txt to determine how the superseded data were derived.
 OD1591
 OD1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9580386502(NAD 83)
 OD1591_MARKER: DD = SURVEY DISK
 OD1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1591+STABILITY: SURFACE MOTION
 OD1591
 OD1591  HISTORY     - Date     Condition        Report By
 OD1591  HISTORY     - 1973     MONUMENTED       NY-091
 OD1591
 OD1591                          STATION DESCRIPTION
 OD1591
 OD1591'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1591'STATION ALB SACGS IS APPROXIMATELY 2.0 MILE SOUTH SOUTHEAST OF THE
 OD1591'VILLAGE OF CORINTH, 5.0 MILES NORTHWEST OF WILTON, AND 3.5 MILES
 OD1591'NORTHEAST OF SOUTH CORINTH.
 OD1591'
 OD1591'TO REACH STATION ALB SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1591'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05
 OD1591'MILE TO THE T-ROAD INTERSECTION OF STATE HIGHWAY 9N AND MAIN
 OD1591'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 1.70
 OD1591'MILE TO AN AZIMUTH MARK, ALB-2 (SACGS), ON THE RIGHT.
 OD1591'
 OD1591'AZIMUTH MARK, ALB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1591'COUNTY GEODETIC SURVEY STAMPED ALB-2.  IT IS SET IN THE TOP OF
 OD1591'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 FOOT BELOW
 OD1591'THE GROUND.  IT IS LOCATED 16.4 FEET WEST OF THE CENTERLINE OF
 OD1591'MAIN STREET, 135.0 FEET NORTHWEST OF POWER POLE 30-2, 142.4 FEET
 OD1591'NORTH OF THE NORTH RANGE LINE OF A METAL FENCE SURROUNDING A
 OD1591'CEMETERY ON EAST SIDE OF MAIN STREET, 6.4 FEET NORTHEAST OF
 OD1591'POWER POLE NM 17-2, AND 171.8 FEET SOUTHEAST OF POWER POLE NM
 OD1591'17-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2275 ***********************************************************************
 AE2275  SACS        -  This is a Secondary Airport Control Station.
 AE2275  DESIGNATION -  ALB B
 AE2275  PID         -  AE2275
 AE2275  STATE/COUNTY-  NY/ALBANY
 AE2275  USGS QUAD   -  ALBANY (1980)
 AE2275
 AE2275                         *CURRENT SURVEY CONTROL
 AE2275  ___________________________________________________________________
 AE2275* NAD 83(1996)-  42 44 55.55383(N)    073 47 36.75920(W)     ADJUSTED  
 AE2275* NAVD 88     -        84.69   (meters)     277.9    (feet)  GPS OBS   
 AE2275  ___________________________________________________________________
 AE2275  X           -   1,309,249.838 (meters)                     COMP
 AE2275  Y           -  -4,504,572.980 (meters)                     COMP
 AE2275  Z           -   4,307,084.376 (meters)                     COMP
 AE2275  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AE2275  ELLIP HEIGHT-          53.33  (meters)          (12/22/03) GPS OBS
 AE2275  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AE2275
 AE2275  HORZ ORDER  -  FIRST
 AE2275  ELLP ORDER  -  FOURTH    CLASS II
 AE2275
 AE2275.This mark is at Albany County Airport (ALB)
 AE2275
 AE2275.The horizontal coordinates were established by GPS observations
 AE2275.and adjusted by the National Geodetic Survey in March 2002..
 AE2275
 AE2275.The orthometric height was determined by GPS observations and a
 AE2275.high-resolution geoid model.
 AE2275
 AE2275.GPS derived orthometric heights for airport stations designated as
 AE2275.PACS or SACS are published to 2 decimal places.  This maintains
 AE2275.centimeter relative accuracy between the PACS and SACS.  It does
 AE2275.not indicate centimeter accuracy relative to other marks which are
 AE2275.part of the NAVD 88 network.
 AE2275
 AE2275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2275
 AE2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2275
 AE2275.The ellipsoidal height was determined by GPS observations
 AE2275.and is referenced to NAD 83.
 AE2275
 AE2275.The geoid height was determined by GEOID03.
 AE2275
 AE2275;                    North         East     Units Scale Factor Converg.
 AE2275;SPC NY E     -   435,006.982   207,833.563   MT  0.99994114   +0 28 46.4
 AE2275;SPC NY E     - 1,427,185.41    681,867.28   sFT  0.99994114   +0 28 46.4
 AE2275;UTM  18      - 4,733,621.857   598,736.505   MT  0.99971994   +0 49 08.4
 AE2275
 AE2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2275!SPC NY E     -   0.99999164  x   0.99994114  =   0.99993278
 AE2275!UTM  18      -   0.99999164  x   0.99971994  =   0.99971158
 AE2275
 AE2275                          SUPERSEDED SURVEY CONTROL
 AE2275
 AE2275.No superseded survey control is available for this station.
 AE2275
 AE2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9873733622(NAD 83)
 AE2275_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2275_STAMPING: ALB B 1977
 AE2275_MARK LOGO: NGS   
 AE2275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2275+STABILITY: SURFACE MOTION
 AE2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2275+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AE2275
 AE2275  HISTORY     - Date     Condition        Report By
 AE2275  HISTORY     - 1977     MONUMENTED       CGS
 AE2275  HISTORY     - 19940615 GOOD             NGS
 AE2275  HISTORY     - 20010601 GOOD             NGS
 AE2275
 AE2275                          STATION DESCRIPTION
 AE2275
 AE2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AE2275'THE STATION IS LOCATED ON THE AIRPORT NEAR THE EAST END OF THE FIELD
 AE2275'APPROXIMATELY 1,000 FT WEST OF RUNWAY END 28 AND NE OF THE
 AE2275'INTERSECTION OF TAXIWAYS B AND J.  THE STATION IS 72.5 FT (22.1 M) S
 AE2275'OF A WINDSOCK, 33.8 FT (10.3 M) SE OF THE SE CORNER OF A DRAIN, 63.5
 AE2275'FT (19.4 M) N OF THE TAXIWAY B EDGE, 70.1 FT (21.4 M) NW OF THE 4TH
 AE2275'TAXIWAY LIGHT, AND 156.9 FT (47.8 M) NE OF THE 3RD TAXIWAY LIGHT. THE
 AE2275'STATION IS A STANDARD USCGS TOPOGRAPHIC DISK STAMPED ALB B 1977 AND
 AE2275'SET IN A CONCRETE POST 0.5 FT (15.2 CM) BELOW THE GROUND.
 AE2275
 AE2275                          STATION RECOVERY (2001)
 AE2275
 AE2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AE2275'THE STATION IS LOCATED ON THE ALBANY INTERNATIONAL AIRPORT,300 M
 AE2275'WEST OF THE EAST END OF RUNWAY 28, AND 155 M EAST OF CONECTOR
 AE2275'TAXIWAY H, SOUTH OF THE WIND SOCK.  TO REACH GO 1.3 KM WEST ALONG
 AE2275'STATE HIGHWAY 155 FROM THE JUNCTION OF INTERSTATE 87 IN LATHAM,
 AE2275'THENCE 0.7 KM NORTHERLY ON AIRPORT ROAD, STAYING IN THE RIGHT
 AE2275'HAND LANE TO A ROAD EAST, TURN RIGHT, GO 0.3 KM EAST THEN NORTH TO
 AE2275'THE AIRPORT AUTHORITY OFFICE, PARKING, AND GATE NO. 3.  PASS THRU
 AE2275'THE GATE AND GO 0.4 KM NORTH ACROSS AN APRON AND TAXIWAY A, TURN
 AE2275'RIGHT, EAST,  GO 1.2 KM ALONG TAXIWAY C TO THE STATION ON THE LEFT.
 AE2275'22.0 M SOUTH OF THE WIND SOCK, 19.3 M NORTH OF THE NORTH EDGE OF
 AE2275'THE TAXIWAY, 10.0 M SOUTHEAST OF THE SOUTHEAST CONCRETE CORNER
 AE2275'OF A STORM DRAIN, 0.5 M BELOW THE LEVEL OF THE TAXIWAY, AND THE
 AE2275'MONUMENT IS RECESSED 0.2 M BELOW THE GROUND SURFACE.
 AE2275'NOTE-- AUTHORIZATION IS NEEDED TO GAIN ENTRANCE.  OWNERSHIP--
 AE2275'ALBANY INTERNATIONAL AIRPORT, ALBANY,NY. 12211.  PHONE, 518-242-2616.
 AE2275'AIRPORT MANAGER, KARL J. RODENHAUSER, HIS OFFICE IS UPSTAIRS IN THE
 AE2275'CENTER OF THE TERMINAL.  THIS IS A SECONDARY AIRPORT CONTROL
 AE2275'STATION, SAC.
 AE2275'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2273 ***********************************************************************
 AE2273  SACS        -  This is a Secondary Airport Control Station.
 AE2273  DESIGNATION -  ALB E
 AE2273  PID         -  AE2273
 AE2273  STATE/COUNTY-  NY/ALBANY
 AE2273  USGS QUAD   -  NISKAYUNA (1980)
 AE2273
 AE2273                         *CURRENT SURVEY CONTROL
 AE2273  ___________________________________________________________________
 AE2273* NAD 83(1996)-  42 45 26.74525(N)    073 48 21.94964(W)     ADJUSTED  
 AE2273* NAVD 88     -        83.92   (meters)     275.3    (feet)  GPS OBS   
 AE2273  ___________________________________________________________________
 AE2273  X           -   1,308,080.522 (meters)                     COMP
 AE2273  Y           -  -4,504,231.709 (meters)                     COMP
 AE2273  Z           -   4,307,790.607 (meters)                     COMP
 AE2273  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AE2273  ELLIP HEIGHT-          52.56  (meters)          (12/22/03) GPS OBS
 AE2273  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AE2273
 AE2273  HORZ ORDER  -  FIRST
 AE2273  ELLP ORDER  -  FOURTH    CLASS II
 AE2273
 AE2273.This mark is at Albany County Airport (ALB)
 AE2273
 AE2273.The horizontal coordinates were established by GPS observations
 AE2273.and adjusted by the National Geodetic Survey in March 2002..
 AE2273
 AE2273.The orthometric height was determined by GPS observations and a
 AE2273.high-resolution geoid model.
 AE2273
 AE2273.GPS derived orthometric heights for airport stations designated as
 AE2273.PACS or SACS are published to 2 decimal places.  This maintains
 AE2273.centimeter relative accuracy between the PACS and SACS.  It does
 AE2273.not indicate centimeter accuracy relative to other marks which are
 AE2273.part of the NAVD 88 network.
 AE2273
 AE2273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2273
 AE2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2273
 AE2273.The ellipsoidal height was determined by GPS observations
 AE2273.and is referenced to NAD 83.
 AE2273
 AE2273.The geoid height was determined by GEOID03.
 AE2273
 AE2273;                    North         East     Units Scale Factor Converg.
 AE2273;SPC NY E     -   435,960.864   206,798.011   MT  0.99993968   +0 28 16.0
 AE2273;SPC NY E     - 1,430,314.93    678,469.81   sFT  0.99993968   +0 28 16.0
 AE2273;UTM  18      - 4,734,569.376   597,695.550   MT  0.99971742   +0 48 38.2
 AE2273
 AE2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2273!SPC NY E     -   0.99999176  x   0.99993968  =   0.99993144
 AE2273!UTM  18      -   0.99999176  x   0.99971742  =   0.99970918
 AE2273
 AE2273                          SUPERSEDED SURVEY CONTROL
 AE2273
 AE2273  ELLIP H (03/29/02)   52.55   (m)                       GP(       ) 4 2
 AE2273
 AE2273.Superseded values are not recommended for survey control.
 AE2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2273.See file dsdata.txt to determine how the superseded data were derived.
 AE2273
 AE2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9769634569(NAD 83)
 AE2273_MARKER: DD = SURVEY DISK
 AE2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2273_STAMPING: ALB E 1994
 AE2273_MARK LOGO: NOS   
 AE2273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2273+STABILITY: SURFACE MOTION
 AE2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2273+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AE2273
 AE2273  HISTORY     - Date     Condition        Report By
 AE2273  HISTORY     - 1994     MONUMENTED       NOS
 AE2273  HISTORY     - 20010601 GOOD             NGS
 AE2273
 AE2273                          STATION DESCRIPTION
 AE2273
 AE2273'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AE2273'THE STATION IS LOCATED ON THE AIRPORT AT THE NORTH END OF THE FIELD
 AE2273'NORTHWEST OF RUNWAY END 19.  THE STATION IS SET AT THE INTERSECTION OF
 AE2273'THE NORTH END OF THE BLAST PAD PROJECTED WEST AND THE HOLD BAR
 AE2273'PROJECTED TO THE NORTH.  THE STATION IS 159.1 FT (48.5 M) W OF THE NW
 AE2273'CORNER OF THE BLAST PAD, 177.2 FT (54.0 M) N OF THE 4TH TAXIWAY LIGHT
 AE2273'WEST OF THE RUNWAY, AND 115.9 FT (35.3 M) NE OF THE 8TH TAXIWAY LIGHT.
 AE2273'THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK STAMPED ALB E
 AE2273'1994 AND SET IN THE CONCRETE POST FLUSH WITH THE GROUND.
 AE2273
 AE2273                          STATION RECOVERY (2001)
 AE2273
 AE2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AE2273'THE STATION IS LOCATED AT THE NORTH END OF THE ALBANY
 AE2273'INTERNATIONAL AIRPORT, AT THE INTERSECTION OF PROJECTING LINES,
 AE2273'WEST OF THE NORTH EDGE OF THE BLAST PAD, AND NORTH OFF OF THE TAXI
 AE2273'HOLD BAR.  TO REACH GO 1.3KM WEST ALONG STATE HIGHWAY 155 FROM
 AE2273'THE JUNCTION OF INTERSTATE 87 IN LATHAM, THENCE 0.7 KM NORTHERLY
 AE2273'ON AIRPORT ROAD, STAYING IN THE RIGHT HAND LANE TO A ROAD EAST,
 AE2273'TURN RIGHT AND GO 0.3 KM EAST THEN NORTH TO THE AIRPORT AUTHORITY
 AE2273'OFFICE, PARKING, AND GATE NUMBER 3.  PASS THRU THE GATE AND GO 1.35
 AE2273'KM NORTH ALONG THE APRON AND TAXIWAY A TO ITS END AND THE MARK
 AE2273'ON THE RIGHT.  48.6 M WEST OF THE NORTH EDGE OF THE BLAST PAD, 40.6 M
 AE2273'NORTH OF THE NORTH END OF AIRPORT SIGN NO. 81 --A-19--, 0.3 M BELOW
 AE2273'THE LEVEL OF THE TAXIWAY, AND THE MONUMENT IS FLUSH WITH THE
 AE2273'GROUND.  NOTE--AUTHORIZATION IS NEEDED TO GAIN ENTRANCE,
 AE2273'OWNERSHIP, ALBANY INTERNATIONAL AIRPORT, ALBANY, NY. 12211. PHONE,
 AE2273'518-242-2616,  AIRPORT MANAGER, KARL J. RODENHAUSER, HIS OFFICE IS
 AE2273'UPSTAIRS IN THE CENTER OF TERMINAL.  THIS IS A SECONDARY AIRPORT
 AE2273'CONTROL STATION.
 AE2273' 
 AE2273'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2274 ***********************************************************************
 AE2274  PACS        -  This is a Primary Airport Control Station.
 AE2274  DESIGNATION -  ALB F
 AE2274  PID         -  AE2274
 AE2274  STATE/COUNTY-  NY/ALBANY
 AE2274  USGS QUAD   -  NISKAYUNA (1980)
 AE2274
 AE2274                         *CURRENT SURVEY CONTROL
 AE2274  ___________________________________________________________________
 AE2274* NAD 83(1996)-  42 45 04.14074(N)    073 48 09.24107(W)     ADJUSTED  
 AE2274* NAVD 88     -        86.82   (meters)     284.8    (feet)  GPS OBS   
 AE2274  ___________________________________________________________________
 AE2274  X           -   1,308,490.718 (meters)                     COMP
 AE2274  Y           -  -4,504,607.870 (meters)                     COMP
 AE2274  Z           -   4,307,280.392 (meters)                     COMP
 AE2274  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AE2274  ELLIP HEIGHT-          55.45  (meters)          (02/26/03) GPS OBS
 AE2274  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AE2274
 AE2274  HORZ ORDER  -  B
 AE2274  ELLP ORDER  -  FOURTH    CLASS I
 AE2274
 AE2274.This mark is at Albany County Airport (ALB)
 AE2274
 AE2274.The horizontal coordinates were established by GPS observations
 AE2274.and adjusted by the National Geodetic Survey in March 2002..
 AE2274
 AE2274.The orthometric height was determined by GPS observations and a
 AE2274.high-resolution geoid model.
 AE2274
 AE2274.GPS derived orthometric heights for airport stations designated as
 AE2274.PACS or SACS are published to 2 decimal places.  This maintains
 AE2274.centimeter relative accuracy between the PACS and SACS.  It does
 AE2274.not indicate centimeter accuracy relative to other marks which are
 AE2274.part of the NAVD 88 network.
 AE2274
 AE2274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2274
 AE2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2274
 AE2274.The ellipsoidal height was determined by GPS observations
 AE2274.and is referenced to NAD 83.
 AE2274
 AE2274.The geoid height was determined by GEOID03.
 AE2274
 AE2274;                    North         East     Units Scale Factor Converg.
 AE2274;SPC NY E     -   435,265.787   207,092.730   MT  0.99994009   +0 28 24.4
 AE2274;SPC NY E     - 1,428,034.50    679,436.73   sFT  0.99994009   +0 28 24.4
 AE2274;UTM  18      - 4,733,876.212   597,994.316   MT  0.99971814   +0 48 46.4
 AE2274
 AE2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2274!SPC NY E     -   0.99999130  x   0.99994009  =   0.99993139
 AE2274!UTM  18      -   0.99999130  x   0.99971814  =   0.99970945
 AE2274
 AE2274                          SUPERSEDED SURVEY CONTROL
 AE2274
 AE2274.No superseded survey control is available for this station.
 AE2274
 AE2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9799433876(NAD 83)
 AE2274_MARKER: DD = SURVEY DISK
 AE2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2274_STAMPING: ALB F 1994
 AE2274_MARK LOGO: NGS   
 AE2274_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2274+STABILITY: SURFACE MOTION
 AE2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2274+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AE2274
 AE2274  HISTORY     - Date     Condition        Report By
 AE2274  HISTORY     - 1994     MONUMENTED       NOS
 AE2274  HISTORY     - 20010601 GOOD             NGS
 AE2274
 AE2274                          STATION DESCRIPTION
 AE2274
 AE2274'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (HSK)
 AE2274'THE STATION IS LOCATED ON THE AIRPORT ON HIGH GROUND NE OF THE
 AE2274'INTERSECTION OF THE RUNWAYS.  THE STATION IS 76 FT (23.2 M) S OF THE
 AE2274'PROJECTION OF THE LINE FORMED BY THE 4TH SET OF RUNWAY LIGHTS FOR
 AE2274'RUNWAY 1-19, 90 FT (27.4 M) E OF THE PROJECTION OF THE LINE FORMED BY
 AE2274'THE THIRD SET OF RUNWAY LIGHTS FOR RUNWAY 10-28, AND 342.1 FT (104.3
 AE2274'M) SW OF THE CENTER OF A POLE (A NOS CGS PK NAIL AND WASHER WAS SET
 AE2274'5.0 FT (1.5 M) ABOVE GROUND LEVEL IN THE SW SIDE OF THE POLE) .  THE
 AE2274'STATION IS ALSO 569.3 FT (173.5 M) NE OF THE 3RD RUNWAY LIGHT FOR
 AE2274'10-28, 572.8 FT (174.6 M) NW OF THE 4TH RUNWAY LIGHT FOR 10-28, 547.1
 AE2274'FT (166.8 M) NE OF THE 3RD RUNWAY LIGHT FOR 1-19, AND 537.3 FT (163.8
 AE2274'M) SE OF THE 4TH RUNWAY LIGHT FOR RUNWAY 1-19.  THE STATION IS A
 AE2274'STANDARD NATIONAL OCEAN SERVICE DISK STAMPED ALB F 1994 AND SET IN A
 AE2274'CONCRETE POST FLUSH WITH THE GROUND.
 AE2274
 AE2274                          STATION RECOVERY (2001)
 AE2274
 AE2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AE2274'THE STATION IS ON THE ALBANY INTERNATIONAL AIRPORT, ON A POINT OF
 AE2274'HIGH GROUND NORTHEAST OF THE INTERSECTING RUNWAYS, AND WEST OF
 AE2274'THE CONTROL TOWER.  TO REACH GO 1.3 KM WEST ALONG STATE HIGHWAY
 AE2274'155 FROM THEJUNCTION OF INTERSTATE 87 IN LATHAM, THENCE 0.7 KM
 AE2274'NORTHERLY ALONG AIRPORT ROAD, STAYING IN THE RIGHT HAND LANE TO A
 AE2274'ROAD EAST, TURN RIGHT, GO 0.3 KM EAST THEN NORTH TO THE
 AE2274'AIRPORT AUTHORITY OFFICE, PARKING, AND GATE NO. 3,  PASS THRU THE
 AE2274'GATE AND GO 1.0 KM NORTH ALONG AN APRON AND TAXIWAY A  TO A
 AE2274'CONECTOR TAXI, TURN RIGHT, GO 0.2 KM EAST, CROSSING THE RUNWAY TO
 AE2274'A TRACK ROAD,  TURN RIGHT, SOUTH, GO 0.2 KM ALONG THE TRACK ROAD TO
 AE2274'THE MONUMENT ON THE LEFT. 98.0 M SOUTHWEST OF AN INSIDE FENCE
 AE2274'CORNER SOUTHEAST OF AN OVER-LOOK PARKING AREA, 29.0  M EAST OF THE
 AE2274'ROAD CENTER, 28.5 M WEST OF AN EXTENDED LINE OF THE 4TH PAIR OF
 AE2274'RUNWAY 10-28 LIGHTS EAST OF THE RUNWAYS INTERSECTION, 28.1 M
 AE2274'NORTHEAST OF  WATER VALVE SIGN POST --V3-- , 2.5 M ABOVE THE LEVEL OF
 AE2274'THE TRACK ROAD, 0.8 M NORTH OF A WITNESS POST, 0.8 M SOUTH OF A
 AE2274'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND.
 AE2274'NOTE--AT THIS TIME 6-2001, SURVEY WORK IS BEING DONE FOR A NEW
 AE2274'INTERIOR ROAD WHICH WILL PASS BETWEEN THE STATION AND THE FENCE.
 AE2274'AUTHORIZATION IS NEEDED TO GAIN ACCESS.  OWNERSHIP--ALBANY
 AE2274'INTERNTIONAL AIRPORT, ALBANY, NY. 12211. PHONE, 518-242-2616.  AIRPORT
 AE2274'MANAGER, KARL J. RODENHAUSER, HIS OFFICE IS UPSTAIRS IN THE CENTER
 AE2274'OF THE TERMINAL.  THIS IS A PRIMARY AIRPORT CONTROL STATION, PAC.
 AE2274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1348 ***********************************************************************
 OF1348  DESIGNATION -  ALBANY
 OF1348  PID         -  OF1348
 OF1348  STATE/COUNTY-  NY/OSWEGO
 OF1348  USGS QUAD   -  CICERO (1978)
 OF1348
 OF1348                         *CURRENT SURVEY CONTROL
 OF1348  ___________________________________________________________________
 OF1348* NAD 83(1996)-  43 14 56.87820(N)    076 00 08.59272(W)     ADJUSTED  
 OF1348* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 OF1348  ___________________________________________________________________
 OF1348  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 OF1348  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OF1348
 OF1348  HORZ ORDER  -  SECOND
 OF1348
 OF1348.The horizontal coordinates were established by classical geodetic methods
 OF1348.and adjusted by the National Geodetic Survey in January 1999..
 OF1348
 OF1348.The orthometric height was scaled from a topographic map.
 OF1348
 OF1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1348
 OF1348.The geoid height was determined by GEOID03.
 OF1348
 OF1348;                    North         East     Units Scale Factor Converg.
 OF1348;SPC NY C     -   361,009.628   297,176.202   MT  0.99996487   +0 23 53.0
 OF1348;SPC NY C     - 1,184,412.42    974,985.59   sFT  0.99996487   +0 23 53.0
 OF1348;UTM  18      - 4,788,968.911   418,627.709   MT  0.99968145   -0 41 12.6
 OF1348
 OF1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1348!SPC NY C     -   0.99998663  x   0.99996487  =   0.99995151
 OF1348!UTM  18      -   0.99998663  x   0.99968145  =   0.99966809
 OF1348
 OF1348                          SUPERSEDED SURVEY CONTROL
 OF1348
 OF1348  NAD 83(1986)-  43 14 56.88345(N)    076 00 08.59007(W) AD(       ) 2
 OF1348  NAD 27      -  43 14 56.63500(N)    076 00 09.88300(W) AD(       ) 2
 OF1348
 OF1348.Superseded values are not recommended for survey control.
 OF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1348.See file dsdata.txt to determine how the superseded data were derived.
 OF1348
 OF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN1862888969(NAD 83)
 OF1348
 OF1348  HISTORY     - Date     Condition        Report By
 OF1348  HISTORY     - 1903     MONUMENTED       USGS
 OF1348  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OF1348
 OF1348                          STATION DESCRIPTION
 OF1348
 OF1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1348'A BRONZE DISK MARKER LOCATED ABOUT 2 FEET ABOVE GROUND IN THE W
 OF1348'FOUNDATION WALL AT THE NW CORNER OF THE CONSTANTIA PRESBY.
 OF1348'CHURCH.  MARKER STAMPED ALBANY 1903 U.S.G.S.  MARKER REFERENCED
 OF1348'TO STATION CONSTANTIA IN REAR OF CHURCH BY ANGLE AND DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2461 ***********************************************************************
 MZ2461  DESIGNATION -  ALBANY
 MZ2461  PID         -  MZ2461
 MZ2461  STATE/COUNTY-  NY/ALBANY
 MZ2461  USGS QUAD   -  ALBANY (1980)
 MZ2461
 MZ2461                         *CURRENT SURVEY CONTROL
 MZ2461  ___________________________________________________________________
 MZ2461* NAD 83(1996)-  42 38 29.89401(N)    073 45 01.90846(W)     ADJUSTED  
 MZ2461* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2461  ___________________________________________________________________
 MZ2461  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 MZ2461  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2461
 MZ2461  HORZ ORDER  -  THIRD
 MZ2461
 MZ2461.The horizontal coordinates were established by classical geodetic methods
 MZ2461.and adjusted by the National Geodetic Survey in January 1999..
 MZ2461
 MZ2461.The orthometric height was scaled from a topographic map.
 MZ2461
 MZ2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2461
 MZ2461.The geoid height was determined by GEOID03.
 MZ2461
 MZ2461;                    North         East     Units Scale Factor Converg.
 MZ2461;SPC NY E     -   423,137.982   211,460.455   MT  0.99994646   +0 30 27.8
 MZ2461;SPC NY E     - 1,388,245.20    693,766.51   sFT  0.99994646   +0 30 27.8
 MZ2461;UTM  18      - 4,721,777.128   602,432.768   MT  0.99972909   +0 50 47.3
 MZ2461
 MZ2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2461!SPC NY E     -   1.00000448  x   0.99994646  =   0.99995094
 MZ2461!UTM  18      -   1.00000448  x   0.99972909  =   0.99973357
 MZ2461
 MZ2461:                Primary Azimuth Mark                     Grid Az
 MZ2461:SPC NY E     -  ALBANY CENTRAL TERM WAREHSE TK           014 09 51.1
 MZ2461:UTM  18      -  ALBANY CENTRAL TERM WAREHSE TK           013 49 31.6
 MZ2461
 MZ2461|---------------------------------------------------------------------|
 MZ2461| PID    Reference Object                     Distance      Geod. Az  |
 MZ2461|                                                           dddmmss.s |
 MZ2461| MZ2436 ALBANY CENTRAL TERM WAREHSE TK      APPROX. 1.7 KM 0144018.9 |
 MZ2461| MZ2439 ALBANY FREIGHT BRIDGE E CEN LT      APPROX. 1.6 KM 0251203.7 |
 MZ2461| MZ2407 RENSSELAER RR BREDGE W CEN LT       APPROX. 0.8 KM 0300505.0 |
 MZ2461| MZ2408 RENSSELAER RR BRIDGE E CEN LT       APPROX. 0.8 KM 0302431.8 |
 MZ2461| MZ2434 RENSSELAER B AND ALBANY RR STK      APPROX. 1.4 KM 0405944.0 |
 MZ2461| MZ2438 RENSSELAER NYCRR YARDS STACK        APPROX. 0.8 KM 0550533.5 |
 MZ2461| MZ2414 186=VAN RENSSELAER RESET            APPROX. 2.2 KM 0625954.2 |
 MZ2461| MZ2429 FAIRLAWN                            339.272 METERS 07531     |
 MZ2461| MZ2428 BONACKER                            329.351 METERS 07857     |
 MZ2461| MZ2394 TELLER HILL STANDPIPE               APPROX. 3.3 KM 1540840.8 |
 MZ2461| MZ2427 RENSSELAER GEN ANILINE WKS STK      APPROX. 1.3 KM 1710841.9 |
 MZ2461| MZ2431 GENERAL ANILINE CO TANK             APPROX. 1.3 KM 1734654.0 |
 MZ2461| MZ2460 SOUTH FERRY STREET                   47.784 METERS 20044     |
 MZ2461| DE4569 ALBANY RM 1                          23.939 METERS 35113     |
 MZ2461|---------------------------------------------------------------------|
 MZ2461
 MZ2461                          SUPERSEDED SURVEY CONTROL
 MZ2461
 MZ2461  NAD 83(1996)-  42 38 29.89641(N)    073 45 01.90955(W) AD(       ) 3
 MZ2461  NAD 83(1996)-  42 38 29.89664(N)    073 45 01.90955(W) AD(       ) 3
 MZ2461  NAD 83(1992)-  42 38 29.89688(N)    073 45 01.90927(W) AD(       ) 3
 MZ2461  NAD 83(1992)-  42 38 29.89710(N)    073 45 01.90932(W) AD(       ) 3
 MZ2461  NAD 83(1986)-  42 38 29.89736(N)    073 45 01.90863(W) AD(       ) 3
 MZ2461  NAD 27      -  42 38 29.61600(N)    073 45 03.47000(W) AD(       ) 3
 MZ2461
 MZ2461.Superseded values are not recommended for survey control.
 MZ2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2461.See file dsdata.txt to determine how the superseded data were derived.
 MZ2461
 MZ2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0243321777(NAD 83)
 MZ2461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2461
 MZ2461  HISTORY     - Date     Condition        Report By
 MZ2461  HISTORY     - 1934     MONUMENTED       CGS
 MZ2461  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2461  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 MZ2461  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MZ2461
 MZ2461                          STATION DESCRIPTION
 MZ2461
 MZ2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2461'ON THE W BANK OF THE HUDSON RIVER IN THE CITY OF ALBANY S OF
 MZ2461'DUNN HIGHWAY BRIDGE, AT TOP OF BANK 18.5 FEET W OF HIGH-WATER
 MZ2461'LINE, 79 FEET SE OF W BRIDGE PIER, 49.6 FEET NE OF N CORNER OF
 MZ2461'PETER MAC CABES WAREHOUSE.
 MZ2461'
 MZ2461'U.S.E. MARK IS A PRECAST 8-INCH BY 8-INCH BY 3-FOOT CONCRETE
 MZ2461'POST WITH A 3/4-INCH COPPER BOLT IN CENTER.
 MZ2461'
 MZ2461'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2461'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2461
 MZ2461                          STATION RECOVERY (1935)
 MZ2461
 MZ2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2461'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT DISTANCES ARE IN
 MZ2461'ERROR.  CORRECTED DISTANCES ARE SHOWN ON SKETCH HEREWITH TOGETHER
 MZ2461'WITH ADDITIONAL MEASUREMENTS WHICH WILL AID IN FUTURE RECOVERY
 MZ2461'AND ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2461
 MZ2461                          STATION RECOVERY (1968)
 MZ2461
 MZ2461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (RLW)
 MZ2461'ALBANY 309 FOUND IN GOOD CONDITION
 MZ2461
 MZ2461                          STATION RECOVERY (1989)
 MZ2461
 MZ2461'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 MZ2461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0277 ***********************************************************************
 NA0277  DESIGNATION -  ALBANY 1077
 NA0277  PID         -  NA0277
 NA0277  STATE/COUNTY-  NY/SCHOHARIE
 NA0277  USGS QUAD   -  LIVINGSTONVILLE (1980)
 NA0277
 NA0277                         *CURRENT SURVEY CONTROL
 NA0277  ___________________________________________________________________
 NA0277* NAD 83(1986)-  42 29 17.     (N)    074 16 07.     (W)     SCALED    
 NA0277* NAVD 88     -       328.409  (meters)    1077.46   (feet)  ADJUSTED  
 NA0277  ___________________________________________________________________
 NA0277  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 NA0277  DYNAMIC HT  -         328.302 (meters)    1077.10  (feet)  COMP
 NA0277  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 NA0277
 NA0277  VERT ORDER  -  SECOND    CLASS 0
 NA0277
 NA0277.The horizontal coordinates were scaled from a topographic map and have
 NA0277.an estimated accuracy of +/- 6 seconds.
 NA0277
 NA0277.The orthometric height was determined by differential leveling
 NA0277.and adjusted by the National Geodetic Survey in June 1991..
 NA0277
 NA0277.The geoid height was determined by GEOID03.
 NA0277
 NA0277.The dynamic height is computed by dividing the NAVD 88
 NA0277.geopotential number by the normal gravity value computed on the
 NA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0277.degrees latitude (g = 980.6199 gals.).
 NA0277
 NA0277.The modeled gravity was interpolated from observed gravity values.
 NA0277
 NA0277;                    North         East    Units  Estimated Accuracy
 NA0277;SPC NY E     -   405,830.      169,020.      MT  (+/- 180 meters Scaled)
 NA0277
 NA0277                          SUPERSEDED SURVEY CONTROL
 NA0277
 NA0277  NGVD 29 (??/??/92)  328.573  (m)         1077.99   (f) ADJ UNCH    2 0
 NA0277
 NA0277.Superseded values are not recommended for survey control.
 NA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0277.See file dsdata.txt to determine how the superseded data were derived.
 NA0277
 NA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN601042(NAD 83)
 NA0277_MARKER: DD = SURVEY DISK
 NA0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0277_SP_SET: BUILDING
 NA0277_STAMPING: ALBANY 1077
 NA0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0277
 NA0277  HISTORY     - Date     Condition        Report By
 NA0277  HISTORY     - UNK      MONUMENTED       USGS
 NA0277  HISTORY     - 1942     GOOD             NGS
 NA0277
 NA0277                          STATION DESCRIPTION
 NA0277
 NA0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0277'AT LIVINGSTONVILLE.
 NA0277'AT LIVINGSTONVILLE, A U.S. GEOLOGICAL SURVEY DISK SET AT THE WEST
 NA0277'END OF THE NORTHWEST FACE OF THE STONE FOUNDATION OF THE METHODIST
 NA0277'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0792 ***********************************************************************
 NA0792  DESIGNATION -  ALBANY 1133
 NA0792  PID         -  NA0792
 NA0792  STATE/COUNTY-  NY/HERKIMER
 NA0792  USGS QUAD   -  JORDANVILLE (1943)
 NA0792
 NA0792                         *CURRENT SURVEY CONTROL
 NA0792  ___________________________________________________________________
 NA0792* NAD 83(1986)-  42 57 44.     (N)    074 54 22.     (W)     SCALED    
 NA0792* NAVD 88     -       345.175  (meters)    1132.46   (feet)  ADJUSTED  
 NA0792  ___________________________________________________________________
 NA0792  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NA0792  DYNAMIC HT  -         345.074 (meters)    1132.13  (feet)  COMP
 NA0792  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 NA0792
 NA0792  VERT ORDER  -  SECOND    CLASS 0
 NA0792
 NA0792.The horizontal coordinates were scaled from a topographic map and have
 NA0792.an estimated accuracy of +/- 6 seconds.
 NA0792
 NA0792.The orthometric height was determined by differential leveling
 NA0792.and adjusted by the National Geodetic Survey in June 1991..
 NA0792
 NA0792.The geoid height was determined by GEOID03.
 NA0792
 NA0792.The dynamic height is computed by dividing the NAVD 88
 NA0792.geopotential number by the normal gravity value computed on the
 NA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0792.degrees latitude (g = 980.6199 gals.).
 NA0792
 NA0792.The modeled gravity was interpolated from observed gravity values.
 NA0792
 NA0792;                    North         East    Units  Estimated Accuracy
 NA0792;SPC NY E     -   458,560.      116,870.      MT  (+/- 180 meters Scaled)
 NA0792
 NA0792                          SUPERSEDED SURVEY CONTROL
 NA0792
 NA0792  NGVD 29 (??/??/92)  345.319  (m)         1132.93   (f) ADJ UNCH    2 0
 NA0792
 NA0792.Superseded values are not recommended for survey control.
 NA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0792.See file dsdata.txt to determine how the superseded data were derived.
 NA0792
 NA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN076566(NAD 83)
 NA0792_MARKER: DB = BENCH MARK DISK
 NA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0792_SP_SET: STONE
 NA0792_STAMPING: ALBANY 1133
 NA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0792+STABILITY: SURFACE MOTION
 NA0792
 NA0792  HISTORY     - Date     Condition        Report By
 NA0792  HISTORY     - UNK      MONUMENTED       USGS
 NA0792  HISTORY     - 1942     GOOD             NGS
 NA0792
 NA0792                          STATION DESCRIPTION
 NA0792
 NA0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0792'6.6 MI SE FROM MOHAWK.
 NA0792'ABOUT 6.6 MILES SOUTHEAST ALONG HIGHWAY NO. 168 FROM THE JUNCTION
 NA0792'WITH HIGHWAY NO. 28 AT MOHAWK, AT PAINES HOLLOW, 120 FEET NORTH OF
 NA0792'THE CENTER LINE OF THE HIGHWAY, A U.S. GEOLOGICAL DISK SET VERTICALLY
 NA0792'IN THE SOUTH FACE OF THE STONE FOUNDATION, AT THE WEST CORNER, OF THE
 NA0792'MRS. H DALY LARGE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0706 ***********************************************************************
 NA0706  DESIGNATION -  ALBANY 1325
 NA0706  PID         -  NA0706
 NA0706  STATE/COUNTY-  NY/DELAWARE
 NA0706  USGS QUAD   -  MARGARETVILLE (1982)
 NA0706
 NA0706                         *CURRENT SURVEY CONTROL
 NA0706  ___________________________________________________________________
 NA0706* NAD 83(1986)-  42 08 56.     (N)    074 38 52.     (W)     SCALED    
 NA0706* NAVD 88     -       403.834  (meters)    1324.91   (feet)  ADJUSTED  
 NA0706  ___________________________________________________________________
 NA0706  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 NA0706  DYNAMIC HT  -         403.693 (meters)    1324.45  (feet)  COMP
 NA0706  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 NA0706
 NA0706  VERT ORDER  -  SECOND    CLASS 0
 NA0706
 NA0706.The horizontal coordinates were scaled from a topographic map and have
 NA0706.an estimated accuracy of +/- 6 seconds.
 NA0706
 NA0706.The orthometric height was determined by differential leveling
 NA0706.and adjusted by the National Geodetic Survey in June 1991..
 NA0706
 NA0706.The geoid height was determined by GEOID03.
 NA0706
 NA0706.The dynamic height is computed by dividing the NAVD 88
 NA0706.geopotential number by the normal gravity value computed on the
 NA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0706.degrees latitude (g = 980.6199 gals.).
 NA0706
 NA0706.The modeled gravity was interpolated from observed gravity values.
 NA0706
 NA0706;                    North         East    Units  Estimated Accuracy
 NA0706;SPC NY E     -   368,150.      137,790.      MT  (+/- 180 meters Scaled)
 NA0706
 NA0706                          SUPERSEDED SURVEY CONTROL
 NA0706
 NA0706  NGVD 29 (??/??/92)  404.007  (m)         1325.48   (f) ADJ UNCH    2 0
 NA0706
 NA0706.Superseded values are not recommended for survey control.
 NA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0706.See file dsdata.txt to determine how the superseded data were derived.
 NA0706
 NA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM291663(NAD 83)
 NA0706_MARKER: DD = SURVEY DISK
 NA0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0706_SP_SET: SIDEWALK
 NA0706_STAMPING: ALBANY 1325
 NA0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0706
 NA0706  HISTORY     - Date     Condition        Report By
 NA0706  HISTORY     - UNK      MONUMENTED       USGS
 NA0706  HISTORY     - 1934     GOOD             NGS
 NA0706
 NA0706                          STATION DESCRIPTION
 NA0706
 NA0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA0706'AT MARGARETVILLE.
 NA0706'ON THE DELAWARE AND NORTHERN RAILWAY, ON NEW YORK STATE HIGHWAY NO.
 NA0706'28, AT THE CORNER OF NEW YORK STATE HIGHWAY NO. 28 AND MAIN STREET,
 NA0706'ON THE SOUTH END OF STEP PEOPLES NATIONAL BANK, 4 INCHES ABOVE THE
 NA0706'TOP OF THE SIDEWALK, A VERTICAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2450 ***********************************************************************
 MZ2450  DESIGNATION -  ALBANY CATHEDRAL N SPIRE
 MZ2450  PID         -  MZ2450
 MZ2450  STATE/COUNTY-  NY/ALBANY
 MZ2450  USGS QUAD   -  ALBANY (1980)
 MZ2450
 MZ2450                         *CURRENT SURVEY CONTROL
 MZ2450  ___________________________________________________________________
 MZ2450* NAD 83(1996)-  42 38 51.19003(N)    073 45 34.04625(W)     ADJUSTED  
 MZ2450* NAVD 88     -                                                        
 MZ2450  ___________________________________________________________________
 MZ2450  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MZ2450  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2450
 MZ2450  HORZ ORDER  -  THIRD
 MZ2450
 MZ2450.The horizontal coordinates were established by classical geodetic methods
 MZ2450.and adjusted by the National Geodetic Survey in January 1999..
 MZ2450
 MZ2450
 MZ2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2450
 MZ2450.The geoid height was determined by GEOID03.
 MZ2450
 MZ2450;                    North         East     Units Scale Factor Converg.
 MZ2450;SPC NY E     -   423,788.607   210,722.623   MT  0.99994535   +0 30 06.2
 MZ2450;SPC NY E     - 1,390,379.79    691,345.81   sFT  0.99994535   +0 30 06.2
 MZ2450;UTM  18      - 4,722,423.239   601,691.264   MT  0.99972723   +0 50 25.9
 MZ2450
 MZ2450                          SUPERSEDED SURVEY CONTROL
 MZ2450
 MZ2450  NAD 83(1996)-  42 38 51.19245(N)    073 45 34.04735(W) AD(       ) 4
 MZ2450  NAD 83(1996)-  42 38 51.19268(N)    073 45 34.04736(W) AD(       ) 4
 MZ2450  NAD 83(1992)-  42 38 51.19291(N)    073 45 34.04707(W) AD(       ) 4
 MZ2450  NAD 83(1992)-  42 38 51.19314(N)    073 45 34.04715(W) AD(       ) 4
 MZ2450  NAD 83(1986)-  42 38 51.19335(N)    073 45 34.04647(W) AD(       ) 4
 MZ2450  NAD 27      -  42 38 50.91100(N)    073 45 35.60700(W) AD(       ) 3
 MZ2450
 MZ2450.Superseded values are not recommended for survey control.
 MZ2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2450.See file dsdata.txt to determine how the superseded data were derived.
 MZ2450
 MZ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0169122423(NAD 83)
 MZ2450
 MZ2450  HISTORY     - Date     Condition        Report By
 MZ2450  HISTORY     - 1934     MONUMENTED       CGS
 MZ2450  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2450  HISTORY     - 19981121 GOOD             USPSQD
 MZ2450
 MZ2450                          STATION DESCRIPTION
 MZ2450
 MZ2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2450'SPIRE IS THE NORTHERN OF TWO RED-BROWN STEEPLES ON THE FRONT OF
 MZ2450'THE ALBANY CATHEDRAL AT MADISON AND EAGLE STREETS, ALBANY,
 MZ2450'NEW YORK.
 MZ2450'
 MZ2450'INTERSECTION STATION.
 MZ2450
 MZ2450                          STATION RECOVERY (1935)
 MZ2450
 MZ2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2450'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 MZ2450
 MZ2450                          STATION RECOVERY (1998)
 MZ2450
 MZ2450'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2447 ***********************************************************************
 MZ2447  DESIGNATION -  ALBANY CATHEDRAL S SPIRE
 MZ2447  PID         -  MZ2447
 MZ2447  STATE/COUNTY-  NY/ALBANY
 MZ2447  USGS QUAD   -  ALBANY (1980)
 MZ2447
 MZ2447                         *CURRENT SURVEY CONTROL
 MZ2447  ___________________________________________________________________
 MZ2447* NAD 83(1996)-  42 38 50.53229(N)    073 45 34.72602(W)     ADJUSTED  
 MZ2447* NAVD 88     -                                                        
 MZ2447  ___________________________________________________________________
 MZ2447  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MZ2447  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2447
 MZ2447  HORZ ORDER  -  THIRD
 MZ2447
 MZ2447.The horizontal coordinates were established by classical geodetic methods
 MZ2447.and adjusted by the National Geodetic Survey in January 1999..
 MZ2447
 MZ2447
 MZ2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2447
 MZ2447.The geoid height was determined by GEOID03.
 MZ2447
 MZ2447;                    North         East     Units Scale Factor Converg.
 MZ2447;SPC NY E     -   423,768.178   210,707.318   MT  0.99994533   +0 30 05.7
 MZ2447;SPC NY E     - 1,390,312.76    691,295.59   sFT  0.99994533   +0 30 05.7
 MZ2447;UTM  18      - 4,722,402.724   601,676.083   MT  0.99972719   +0 50 25.4
 MZ2447
 MZ2447                          SUPERSEDED SURVEY CONTROL
 MZ2447
 MZ2447  NAD 83(1996)-  42 38 50.53473(N)    073 45 34.72708(W) AD(       ) 4
 MZ2447  NAD 83(1996)-  42 38 50.53495(N)    073 45 34.72709(W) AD(       ) 4
 MZ2447  NAD 83(1992)-  42 38 50.53519(N)    073 45 34.72682(W) AD(       ) 4
 MZ2447  NAD 83(1992)-  42 38 50.53541(N)    073 45 34.72690(W) AD(       ) 4
 MZ2447  NAD 83(1986)-  42 38 50.53563(N)    073 45 34.72621(W) AD(       ) 4
 MZ2447  NAD 27      -  42 38 50.25500(N)    073 45 36.28700(W) AD(       ) 3
 MZ2447
 MZ2447.Superseded values are not recommended for survey control.
 MZ2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2447.See file dsdata.txt to determine how the superseded data were derived.
 MZ2447
 MZ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0167622403(NAD 83)
 MZ2447
 MZ2447  HISTORY     - Date     Condition        Report By
 MZ2447  HISTORY     - 1934     MONUMENTED       CGS
 MZ2447  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2447  HISTORY     - 19981121 GOOD             USPSQD
 MZ2447
 MZ2447                          STATION DESCRIPTION
 MZ2447
 MZ2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2447'SPIRE IS THE SOUTHERN OF TWO RED-BROWN STEEPLES ON THE FRONT
 MZ2447'OF THE ALBANY CATHEDRAL AT MADISON AND EAGLE STREETS, ALBANY, NEW
 MZ2447'YORK.
 MZ2447'
 MZ2447'INTERSECTION STATION.
 MZ2447
 MZ2447                          STATION RECOVERY (1935)
 MZ2447
 MZ2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2447'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 MZ2447
 MZ2447                          STATION RECOVERY (1998)
 MZ2447
 MZ2447'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2436 ***********************************************************************
 MZ2436  DESIGNATION -  ALBANY CENTRAL TERM WAREHSE TK
 MZ2436  PID         -  MZ2436
 MZ2436  STATE/COUNTY-  NY/ALBANY
 MZ2436  USGS QUAD   -  TROY SOUTH (1980)
 MZ2436
 MZ2436                         *CURRENT SURVEY CONTROL
 MZ2436  ___________________________________________________________________
 MZ2436* NAD 83(1996)-  42 39 23.09808(N)    073 44 43.03588(W)     ADJUSTED  
 MZ2436* NAVD 88     -                                                        
 MZ2436  ___________________________________________________________________
 MZ2436  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 MZ2436  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ2436
 MZ2436  HORZ ORDER  -  THIRD
 MZ2436
 MZ2436.The horizontal coordinates were established by classical geodetic methods
 MZ2436.and adjusted by the National Geodetic Survey in January 1999..
 MZ2436
 MZ2436
 MZ2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2436
 MZ2436.The geoid height was determined by GEOID03.
 MZ2436
 MZ2436;                    North         East     Units Scale Factor Converg.
 MZ2436;SPC NY E     -   424,783.381   211,875.709   MT  0.99994709   +0 30 41.1
 MZ2436;SPC NY E     - 1,393,643.48    695,128.89   sFT  0.99994709   +0 30 41.1
 MZ2436;UTM  18      - 4,723,424.596   602,838.198   MT  0.99973011   +0 51 01.0
 MZ2436
 MZ2436                          SUPERSEDED SURVEY CONTROL
 MZ2436
 MZ2436  NAD 83(1996)-  42 39 23.10048(N)    073 44 43.03690(W) AD(       ) 4
 MZ2436  NAD 83(1996)-  42 39 23.10071(N)    073 44 43.03691(W) AD(       ) 4
 MZ2436  NAD 83(1992)-  42 39 23.10095(N)    073 44 43.03664(W) AD(       ) 4
 MZ2436  NAD 83(1992)-  42 39 23.10120(N)    073 44 43.03671(W) AD(       ) 4
 MZ2436  NAD 83(1986)-  42 39 23.10141(N)    073 44 43.03605(W) AD(       ) 4
 MZ2436  NAD 27      -  42 39 22.81700(N)    073 44 44.59700(W) AD(       ) 3
 MZ2436
 MZ2436.Superseded values are not recommended for survey control.
 MZ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2436.See file dsdata.txt to determine how the superseded data were derived.
 MZ2436
 MZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0283823425(NAD 83)
 MZ2436
 MZ2436  HISTORY     - Date     Condition        Report By
 MZ2436  HISTORY     - 1934     MONUMENTED       CGS
 MZ2436  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2436
 MZ2436                          STATION DESCRIPTION
 MZ2436
 MZ2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2436'TANK IS A BLACK ELEVATED TANK ON THE ROOF OF THE CENTRAL
 MZ2436'TERMINAL WAREHOUSE IN ALBANY, NW OF THE W END OF THE
 MZ2436'N.Y. C.R.R. FREIGHT BRIDGE.  INTERSECTION STATION.
 MZ2436
 MZ2436                          STATION RECOVERY (1935)
 MZ2436
 MZ2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2436'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 MZ2436'WERE TAKEN, AS PER SKETCH, TO ASSIST IN LOCATING STATION ON THE
 MZ2436'AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2453 ***********************************************************************
 MZ2453  DESIGNATION -  ALBANY CITY HALL SPIRE
 MZ2453  PID         -  MZ2453
 MZ2453  STATE/COUNTY-  NY/ALBANY
 MZ2453  USGS QUAD   -  ALBANY (1980)
 MZ2453
 MZ2453                         *CURRENT SURVEY CONTROL
 MZ2453  ___________________________________________________________________
 MZ2453* NAD 83(1996)-  42 39 06.23016(N)    073 45 17.00972(W)     ADJUSTED  
 MZ2453* NAVD 88     -                                                        
 MZ2453  ___________________________________________________________________
 MZ2453  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 MZ2453  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2453
 MZ2453  HORZ ORDER  -  THIRD
 MZ2453
 MZ2453.The horizontal coordinates were established by classical geodetic methods
 MZ2453.and adjusted by the National Geodetic Survey in January 1999..
 MZ2453
 MZ2453
 MZ2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2453
 MZ2453.The geoid height was determined by GEOID03.
 MZ2453
 MZ2453;                    North         East     Units Scale Factor Converg.
 MZ2453;SPC NY E     -   424,256.070   211,106.578   MT  0.99994592   +0 30 17.9
 MZ2453;SPC NY E     - 1,391,913.46    692,605.50   sFT  0.99994592   +0 30 17.9
 MZ2453;UTM  18      - 4,722,892.861   602,072.365   MT  0.99972818   +0 50 37.7
 MZ2453
 MZ2453                          SUPERSEDED SURVEY CONTROL
 MZ2453
 MZ2453  NAD 83(1996)-  42 39 06.23259(N)    073 45 17.01080(W) AD(       ) 4
 MZ2453  NAD 83(1996)-  42 39 06.23282(N)    073 45 17.01082(W) AD(       ) 4
 MZ2453  NAD 83(1992)-  42 39 06.23306(N)    073 45 17.01054(W) AD(       ) 4
 MZ2453  NAD 83(1992)-  42 39 06.23328(N)    073 45 17.01060(W) AD(       ) 4
 MZ2453  NAD 83(1986)-  42 39 06.23350(N)    073 45 17.00993(W) AD(       ) 4
 MZ2453  NAD 27      -  42 39 05.98427(N)    073 45 18.55983(W) AD(       ) 3
 MZ2453
 MZ2453.Superseded values are not recommended for survey control.
 MZ2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2453.See file dsdata.txt to determine how the superseded data were derived.
 MZ2453
 MZ2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0207222893(NAD 83)
 MZ2453_MARKER: 89 = SPIRE
 MZ2453
 MZ2453  HISTORY     - Date     Condition        Report By
 MZ2453  HISTORY     - 1934     FIRST OBSERVED   CGS
 MZ2453  HISTORY     - 1935     GOOD             CGS
 MZ2453
 MZ2453                          STATION DESCRIPTION
 MZ2453
 MZ2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2453'SPIRE OF ALBANY CITY HALL IS AT THE CORNER OF EAGLE AND MAIDEN
 MZ2453'LANE STREETS, ALBANY, NEW YORK.  SPIRE HAS ROUND BALL ON
 MZ2453'PEAK.  BUILDING IS BROWN STONE.
 MZ2453
 MZ2453                          STATION RECOVERY (1935)
 MZ2453
 MZ2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2453'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0440 ***********************************************************************
 DI0440  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0440  DESIGNATION -  ALBANY CORS ARP
 DI0440  CORS_ID     -  NYAB
 DI0440  PID         -  DI0440
 DI0440  STATE/COUNTY-  NY/ALBANY
 DI0440  USGS QUAD   -  ALBANY (1980)
 DI0440
 DI0440                         *CURRENT SURVEY CONTROL
 DI0440  ___________________________________________________________________
 DI0440* NAD 83(CORS)-  42 42 48.87345(N)    073 48 58.50195(W)     ADJUSTED  
 DI0440* NAVD 88     -                                                        
 DI0440  ___________________________________________________________________
 DI0440  EPOCH DATE  -        2002.00
 DI0440  X           -   1,308,211.414 (meters)                     COMP
 DI0440  Y           -  -4,507,664.851 (meters)                     COMP
 DI0440  Z           -   4,304,237.900 (meters)                     COMP
 DI0440  ELLIP HEIGHT-          90.08  (meters)          (06/??/06) GPS OBS
 DI0440  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DI0440
 DI0440  HORZ ORDER  -  SPECIAL (CORS)
 DI0440  ELLP ORDER  -  SPECIAL (CORS)
 DI0440
 DI0440.ITRF positions are available for this station.
 DI0440.The coordinates were established by GPS observations
 DI0440.and adjusted by the National Geodetic Survey in June 2006..
 DI0440.The coordinates are valid at the epoch date displayed above.
 DI0440.The epoch date for horizontal control is a decimal equivalence
 DI0440.of Year/Month/Day.
 DI0440
 DI0440
 DI0440.The PID for the CORS L1 Phase Center is DI0441.
 DI0440
 DI0440.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0440
 DI0440.The ellipsoidal height was determined by GPS observations
 DI0440.and is referenced to NAD 83.
 DI0440
 DI0440.The geoid height was determined by GEOID03.
 DI0440
 DI0440;                    North         East     Units Scale Factor Converg.
 DI0440;SPC NY E     -   431,082.985   206,006.370   MT  0.99993858   +0 27 49.8
 DI0440;SPC NY E     - 1,414,311.43    675,872.57   sFT  0.99993858   +0 27 49.8
 DI0440
 DI0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0440!SPC NY E     -   0.99998587  x   0.99993858  =   0.99992445
 DI0440
 DI0440                          SUPERSEDED SURVEY CONTROL
 DI0440
 DI0440.No superseded survey control is available for this station.
 DI0440
 DI0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9693329688(NAD 83)
 DI0440_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0440
 DI0440                          STATION DESCRIPTION
 DI0440
 DI0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0440'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0440'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0440'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0440'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0440'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0441 ***********************************************************************
 DI0441  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0441  DESIGNATION -  ALBANY CORS L1 PHASE CENTER
 DI0441  CORS_ID     -  NYAB
 DI0441  PID         -  DI0441
 DI0441  STATE/COUNTY-  NY/ALBANY
 DI0441  USGS QUAD   -  ALBANY (1980)
 DI0441
 DI0441                         *CURRENT SURVEY CONTROL
 DI0441  ___________________________________________________________________
 DI0441* NAD 83(CORS)-  42 42 48.87353(N)    073 48 58.50189(W)     ADJUSTED  
 DI0441* NAVD 88     -                                                        
 DI0441  ___________________________________________________________________
 DI0441  EPOCH DATE  -        2002.00
 DI0441  X           -   1,308,211.435 (meters)                     COMP
 DI0441  Y           -  -4,507,664.920 (meters)                     COMP
 DI0441  Z           -   4,304,237.970 (meters)                     COMP
 DI0441  ELLIP HEIGHT-          90.18  (meters)          (06/??/06) GPS OBS
 DI0441  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DI0441
 DI0441  HORZ ORDER  -  SPECIAL (CORS)
 DI0441  ELLP ORDER  -  SPECIAL (CORS)
 DI0441
 DI0441.ITRF positions are available for this station.
 DI0441.The coordinates were established by GPS observations
 DI0441.and adjusted by the National Geodetic Survey in June 2006..
 DI0441.The coordinates are valid at the epoch date displayed above.
 DI0441.The epoch date for horizontal control is a decimal equivalence
 DI0441.of Year/Month/Day.
 DI0441
 DI0441
 DI0441.The PID for the CORS ARP is DI0440.
 DI0441
 DI0441.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0441
 DI0441.The ellipsoidal height was determined by GPS observations
 DI0441.and is referenced to NAD 83.
 DI0441
 DI0441.The geoid height was determined by GEOID03.
 DI0441
 DI0441;                    North         East     Units Scale Factor Converg.
 DI0441;SPC NY E     -   431,082.987   206,006.372   MT  0.99993858   +0 27 49.8
 DI0441;SPC NY E     - 1,414,311.43    675,872.57   sFT  0.99993858   +0 27 49.8
 DI0441
 DI0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0441!SPC NY E     -   0.99998586  x   0.99993858  =   0.99992444
 DI0441
 DI0441                          SUPERSEDED SURVEY CONTROL
 DI0441
 DI0441.No superseded survey control is available for this station.
 DI0441
 DI0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9693329688(NAD 83)
 DI0441_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0441
 DI0441                          STATION DESCRIPTION
 DI0441
 DI0441'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0441'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0441'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0441'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0441'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0441'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2430 ***********************************************************************
 MZ2430  DESIGNATION -  ALBANY DEL AND HUD BLDG SPIRE
 MZ2430  PID         -  MZ2430
 MZ2430  STATE/COUNTY-  NY/ALBANY
 MZ2430  USGS QUAD   -  TROY SOUTH (1980)
 MZ2430
 MZ2430                         *CURRENT SURVEY CONTROL
 MZ2430  ___________________________________________________________________
 MZ2430* NAD 83(1996)-  42 38 52.91256(N)    073 44 58.20662(W)     ADJUSTED  
 MZ2430* NAVD 88     -                                                        
 MZ2430  ___________________________________________________________________
 MZ2430  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 MZ2430  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2430
 MZ2430  HORZ ORDER  -  THIRD
 MZ2430
 MZ2430.The horizontal coordinates were established by classical geodetic methods
 MZ2430.and adjusted by the National Geodetic Survey in January 1999..
 MZ2430
 MZ2430
 MZ2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2430
 MZ2430.The geoid height was determined by GEOID03.
 MZ2430
 MZ2430;                    North         East     Units Scale Factor Converg.
 MZ2430;SPC NY E     -   423,848.952   211,538.477   MT  0.99994658   +0 30 30.5
 MZ2430;SPC NY E     - 1,390,577.77    694,022.49   sFT  0.99994658   +0 30 30.5
 MZ2430;UTM  18      - 4,722,488.392   602,506.570   MT  0.99972927   +0 50 50.2
 MZ2430
 MZ2430                          SUPERSEDED SURVEY CONTROL
 MZ2430
 MZ2430  NAD 83(1996)-  42 38 52.91495(N)    073 44 58.20770(W) AD(       ) 4
 MZ2430  NAD 83(1996)-  42 38 52.91518(N)    073 44 58.20771(W) AD(       ) 4
 MZ2430  NAD 83(1992)-  42 38 52.91543(N)    073 44 58.20743(W) AD(       ) 4
 MZ2430  NAD 83(1992)-  42 38 52.91566(N)    073 44 58.20749(W) AD(       ) 4
 MZ2430  NAD 83(1986)-  42 38 52.91589(N)    073 44 58.20680(W) AD(       ) 4
 MZ2430  NAD 27      -  42 38 52.63124(N)    073 44 59.77183(W) AD(       ) 3
 MZ2430
 MZ2430.Superseded values are not recommended for survey control.
 MZ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2430.See file dsdata.txt to determine how the superseded data were derived.
 MZ2430
 MZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0250722488(NAD 83)
 MZ2430_MARKER: 89 = SPIRE
 MZ2430
 MZ2430  HISTORY     - Date     Condition        Report By
 MZ2430  HISTORY     - 1934     FIRST OBSERVED   CGS
 MZ2430  HISTORY     - 1935     GOOD             CGS
 MZ2430  HISTORY     - 1942     GOOD             CGS
 MZ2430
 MZ2430                          STATION DESCRIPTION
 MZ2430
 MZ2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2430'SPIRE IS THE HIGHEST DECORATIVE SPIRE ON THE CENTER TOWER OF THE
 MZ2430'DELAWARE AND HUDSON RAILROAD OFFICE BUILDING ON BROADWAY STREET
 MZ2430'AT THE FOOT OF STATE STREET IN ALBANY, NEW YORK.
 MZ2430'
 MZ2430'A LARGE BRONZE MODEL OF HENDRICK HUDSONS SHIP THE HALF MOON
 MZ2430'FORMS THE LOWER PART OF THE SPIRE.
 MZ2430
 MZ2430                          STATION RECOVERY (1935)
 MZ2430
 MZ2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2430'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 MZ2430
 MZ2430                          STATION RECOVERY (1942)
 MZ2430
 MZ2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2430'THE STATION IS LOCATED IN THE EASTERN SECTION OF THE TOWN OF
 MZ2430'ALBANY, BETWEEN STATE STREET AND PROGRESS STREET ON BROADWAY
 MZ2430'AVENUE.  THE BUILDING IS A LARGE GRAY STONE STRUCTURE WITH A
 MZ2430'SPIRE ABOUT 250 FEET HIGH.  THE SPIRE HAS A MINIATURE SHIP ON
 MZ2430'THE EXTREME TOP, WHICH WAS THE POINT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2462 ***********************************************************************
 MZ2462  DESIGNATION -  ALBANY DIKE 3
 MZ2462  PID         -  MZ2462
 MZ2462  STATE/COUNTY-  NY/RENSSELAER
 MZ2462  USGS QUAD   -  ALBANY (1980)
 MZ2462
 MZ2462                         *CURRENT SURVEY CONTROL
 MZ2462  ___________________________________________________________________
 MZ2462* NAD 83(1996)-  42 38 05.86290(N)    073 45 00.40857(W)     ADJUSTED  
 MZ2462* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2462  ___________________________________________________________________
 MZ2462  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 MZ2462  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2462
 MZ2462  HORZ ORDER  -  THIRD
 MZ2462
 MZ2462.The horizontal coordinates were established by classical geodetic methods
 MZ2462.and adjusted by the National Geodetic Survey in January 1999..
 MZ2462
 MZ2462.The orthometric height was scaled from a topographic map.
 MZ2462
 MZ2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2462
 MZ2462.The geoid height was determined by GEOID03.
 MZ2462
 MZ2462;                    North         East     Units Scale Factor Converg.
 MZ2462;SPC NY E     -   422,396.823   211,501.195   MT  0.99994652   +0 30 28.6
 MZ2462;SPC NY E     - 1,385,813.58    693,900.17   sFT  0.99994652   +0 30 28.6
 MZ2462;UTM  18      - 4,721,036.384   602,477.880   MT  0.99972920   +0 50 48.0
 MZ2462
 MZ2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2462!SPC NY E     -   1.00000448  x   0.99994652  =   0.99995100
 MZ2462!UTM  18      -   1.00000448  x   0.99972920  =   0.99973368
 MZ2462
 MZ2462|---------------------------------------------------------------------|
 MZ2462| PID    Reference Object                     Distance      Geod. Az  |
 MZ2462|                                                           dddmmss.s |
 MZ2462| MZ2459 BAYER                               359.263 METERS 18853     |
 MZ2462| MZ2455 SMALL ISLAND DIKE 1                 494.313 METERS 2202739.2 |
 MZ2462|---------------------------------------------------------------------|
 MZ2462
 MZ2462                          SUPERSEDED SURVEY CONTROL
 MZ2462
 MZ2462  NAD 83(1996)-  42 38 05.86528(N)    073 45 00.40968(W) AD(       ) 3
 MZ2462  NAD 83(1996)-  42 38 05.86551(N)    073 45 00.40968(W) AD(       ) 3
 MZ2462  NAD 83(1992)-  42 38 05.86575(N)    073 45 00.40940(W) AD(       ) 3
 MZ2462  NAD 83(1992)-  42 38 05.86597(N)    073 45 00.40943(W) AD(       ) 3
 MZ2462  NAD 83(1986)-  42 38 05.86619(N)    073 45 00.40876(W) AD(       ) 3
 MZ2462  NAD 27      -  42 38 05.58500(N)    073 45 01.97100(W) AD(       ) 3
 MZ2462
 MZ2462.Superseded values are not recommended for survey control.
 MZ2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2462.See file dsdata.txt to determine how the superseded data were derived.
 MZ2462
 MZ2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0247821036(NAD 83)
 MZ2462
 MZ2462  HISTORY     - Date     Condition        Report By
 MZ2462  HISTORY     - 1934     MONUMENTED       CGS
 MZ2462
 MZ2462                          STATION DESCRIPTION
 MZ2462
 MZ2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2462'ON THE E SIDE OF THE HUDSON RIVER ON ALBANY DIKE, MARKED BY
 MZ2462'A DOCK SPIKE IN PILE 11.35 FEET S FROM N END OF DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2415 ***********************************************************************
 MZ2415  DESIGNATION -  ALBANY E ONE OF 4 BLACK STACKS
 MZ2415  PID         -  MZ2415
 MZ2415  STATE/COUNTY-  NY/ALBANY
 MZ2415  USGS QUAD   -  TROY SOUTH (1980)
 MZ2415
 MZ2415                         *CURRENT SURVEY CONTROL
 MZ2415  ___________________________________________________________________
 MZ2415* NAD 83(1996)-  42 39 44.39002(N)    073 44 19.59384(W)     ADJUSTED  
 MZ2415* NAVD 88     -                                                        
 MZ2415  ___________________________________________________________________
 MZ2415  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 MZ2415  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ2415
 MZ2415  HORZ ORDER  -  THIRD
 MZ2415
 MZ2415.The horizontal coordinates were established by classical geodetic methods
 MZ2415.and adjusted by the National Geodetic Survey in January 1999..
 MZ2415
 MZ2415
 MZ2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2415
 MZ2415.The geoid height was determined by GEOID03.
 MZ2415
 MZ2415;                    North         East     Units Scale Factor Converg.
 MZ2415;SPC NY E     -   425,445.117   212,403.662   MT  0.99994790   +0 30 57.2
 MZ2415;SPC NY E     - 1,395,814.52    696,861.01   sFT  0.99994790   +0 30 57.2
 MZ2415;UTM  18      - 4,724,089.299   603,362.114   MT  0.99973144   +0 51 17.2
 MZ2415
 MZ2415                          SUPERSEDED SURVEY CONTROL
 MZ2415
 MZ2415  NAD 83(1996)-  42 39 44.39252(N)    073 44 19.59493(W) AD(       ) 4
 MZ2415  NAD 83(1996)-  42 39 44.39271(N)    073 44 19.59491(W) AD(       ) 4
 MZ2415  NAD 83(1992)-  42 39 44.39294(N)    073 44 19.59461(W) AD(       ) 4
 MZ2415  NAD 83(1992)-  42 39 44.39317(N)    073 44 19.59467(W) AD(       ) 4
 MZ2415  NAD 83(1986)-  42 39 44.39317(N)    073 44 19.59380(W) AD(       ) 4
 MZ2415  NAD 27      -  42 39 44.10991(N)    073 44 21.15802(W) AD(       ) 3
 MZ2415
 MZ2415.Superseded values are not recommended for survey control.
 MZ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2415.See file dsdata.txt to determine how the superseded data were derived.
 MZ2415
 MZ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0336224089(NAD 83)
 MZ2415_MARKER: 63 = STACK
 MZ2415
 MZ2415  HISTORY     - Date     Condition        Report By
 MZ2415  HISTORY     - 1938     FIRST OBSERVED   CGS
 MZ2415
 MZ2415                          STATION DESCRIPTION
 MZ2415
 MZ2415'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2439 ***********************************************************************
 MZ2439  DESIGNATION -  ALBANY FREIGHT BRIDGE E CEN LT
 MZ2439  PID         -  MZ2439
 MZ2439  STATE/COUNTY-  NY/ALBANY
 MZ2439  USGS QUAD   -  TROY SOUTH (1980)
 MZ2439
 MZ2439                         *CURRENT SURVEY CONTROL
 MZ2439  ___________________________________________________________________
 MZ2439* NAD 83(1996)-  42 39 16.40011(N)    073 44 32.25851(W)     ADJUSTED  
 MZ2439* NAVD 88     -                                                        
 MZ2439  ___________________________________________________________________
 MZ2439  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 MZ2439  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ2439
 MZ2439  HORZ ORDER  -  THIRD
 MZ2439
 MZ2439.The horizontal coordinates were established by classical geodetic methods
 MZ2439.and adjusted by the National Geodetic Survey in January 1999..
 MZ2439
 MZ2439
 MZ2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2439
 MZ2439.The geoid height was determined by GEOID03.
 MZ2439
 MZ2439;                    North         East     Units Scale Factor Converg.
 MZ2439;SPC NY E     -   424,578.915   212,123.004   MT  0.99994747   +0 30 48.3
 MZ2439;SPC NY E     - 1,392,972.66    695,940.22   sFT  0.99994747   +0 30 48.3
 MZ2439;UTM  18      - 4,723,221.640   603,086.644   MT  0.99973074   +0 51 08.2
 MZ2439
 MZ2439                          SUPERSEDED SURVEY CONTROL
 MZ2439
 MZ2439  NAD 83(1996)-  42 39 16.40250(N)    073 44 32.25953(W) AD(       ) 4
 MZ2439  NAD 83(1996)-  42 39 16.40273(N)    073 44 32.25955(W) AD(       ) 4
 MZ2439  NAD 83(1992)-  42 39 16.40297(N)    073 44 32.25927(W) AD(       ) 4
 MZ2439  NAD 83(1992)-  42 39 16.40322(N)    073 44 32.25934(W) AD(       ) 4
 MZ2439  NAD 83(1986)-  42 39 16.40344(N)    073 44 32.25867(W) AD(       ) 4
 MZ2439  NAD 27      -  42 39 16.12000(N)    073 44 33.82000(W) AD(       ) 3
 MZ2439
 MZ2439.Superseded values are not recommended for survey control.
 MZ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2439.See file dsdata.txt to determine how the superseded data were derived.
 MZ2439
 MZ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0308723222(NAD 83)
 MZ2439
 MZ2439  HISTORY     - Date     Condition        Report By
 MZ2439  HISTORY     - UNK      MONUMENTED
 MZ2439  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2439
 MZ2439                          STATION DESCRIPTION
 MZ2439
 MZ2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2439'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL
 MZ2439'MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO ASSIST IN LOCATING
 MZ2439'STATION ON THE AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2458 ***********************************************************************
 MZ2458  DESIGNATION -  ALBANY MAG STATION
 MZ2458  PID         -  MZ2458
 MZ2458  STATE/COUNTY-  NY/ALBANY
 MZ2458  USGS QUAD   -  ALBANY (1980)
 MZ2458
 MZ2458                         *CURRENT SURVEY CONTROL
 MZ2458  ___________________________________________________________________
 MZ2458* NAD 83(1996)-  42 40 39.06489(N)    073 45 03.00087(W)     ADJUSTED  
 MZ2458* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 MZ2458  ___________________________________________________________________
 MZ2458  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MZ2458  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ2458
 MZ2458  HORZ ORDER  -  FIRST
 MZ2458
 MZ2458.The horizontal coordinates were established by classical geodetic methods
 MZ2458.and adjusted by the National Geodetic Survey in January 1999..
 MZ2458
 MZ2458.The orthometric height was scaled from a topographic map.
 MZ2458
 MZ2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2458
 MZ2458.The geoid height was determined by GEOID03.
 MZ2458
 MZ2458;                    North         East     Units Scale Factor Converg.
 MZ2458;SPC NY E     -   427,123.250   211,400.255   MT  0.99994637   +0 30 28.3
 MZ2458;SPC NY E     - 1,401,320.20    693,569.00   sFT  0.99994637   +0 30 28.3
 MZ2458;UTM  18      - 4,725,761.104   602,349.017   MT  0.99972888   +0 50 48.7
 MZ2458
 MZ2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2458!SPC NY E     -   0.99998958  x   0.99994637  =   0.99993595
 MZ2458!UTM  18      -   0.99998958  x   0.99972888  =   0.99971846
 MZ2458
 MZ2458|---------------------------------------------------------------------|
 MZ2458| PID    Reference Object                     Distance      Geod. Az  |
 MZ2458|                                                           dddmmss.s |
 MZ2458| DE4571 ALBANY MAG STATION RM 1              11.654 METERS 04414     |
 MZ2458| MZ2417 NIAGARA HUDSON COKE CO STACK        APPROX. 5.0 KM 0545326.5 |
 MZ2458| MZ2424 TROY APT FLASH GR AND WHITE         APPROX. 6.9 KM 0645403.8 |
 MZ2458| MZ2413 TRANSMISSION TOWER RED LIGHT        APPROX. 3.3 KM 0844327.5 |
 MZ2458| MZ2386 W SAND LAKE BN 1 FLASH R AND W      APPROX.13.0 KM 1161447.7 |
 MZ2458| DE4570 ALBANY MAG STATION AZ MK                           1291912.3 |
 MZ2458| MZ2415 ALBANY E ONE OF 4 BLACK STACKS      APPROX. 2.0 KM 1493752.6 |
 MZ2458| MZ2432 RENSSELAER DUNN BRI E TWR LT        APPROX. 4.0 KM 1772700.7 |
 MZ2458| MZ2427 RENSSELAER GEN ANILINE WKS STK      APPROX. 5.3 KM 1773440.7 |
 MZ2458| MZ2430 ALBANY DEL AND HUD BLDG SPIRE       APPROX. 3.3 KM 1780525.6 |
 MZ2458| MZ2431 GENERAL ANILINE CO TANK             APPROX. 5.2 KM 1781427.0 |
 MZ2458| MZ2457 ALBANY SAINT JOSEPHS CH SPIRE       APPROX. 2.3 KM 1804006.4 |
 MZ2458| MZ2453 ALBANY CITY HALL SPIRE              APPROX. 2.9 KM 1862121.5 |
 MZ2458| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX. 2.7 KM 1953834.2 |
 MZ2458| DE4573 ALBANY MAG STATION RM 3              10.851 METERS 27408     |
 MZ2458| DE4572 ALBANY MAG STATION RM 2                            29613     |
 MZ2458|---------------------------------------------------------------------|
 MZ2458
 MZ2458                          SUPERSEDED SURVEY CONTROL
 MZ2458
 MZ2458  NAD 83(1996)-  42 40 39.06735(N)    073 45 03.00188(W) AD(       ) 1
 MZ2458  NAD 83(1996)-  42 40 39.06760(N)    073 45 03.00193(W) AD(       ) 1
 MZ2458  NAD 83(1992)-  42 40 39.06785(N)    073 45 03.00166(W) AD(       ) 1
 MZ2458  NAD 83(1992)-  42 40 39.06808(N)    073 45 03.00172(W) AD(       ) 1
 MZ2458  NAD 83(1986)-  42 40 39.06834(N)    073 45 03.00104(W) AD(       ) 1
 MZ2458  NAD 27      -  42 40 38.78540(N)    073 45 04.56454(W) AD(       ) 1
 MZ2458
 MZ2458.Superseded values are not recommended for survey control.
 MZ2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2458.See file dsdata.txt to determine how the superseded data were derived.
 MZ2458
 MZ2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0234925761(NAD 83)
 MZ2458_MARKER: DD = SURVEY DISK
 MZ2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2458
 MZ2458  HISTORY     - Date     Condition        Report By
 MZ2458  HISTORY     - 1938     MONUMENTED       CGS
 MZ2458  HISTORY     - 1942     GOOD             CGS
 MZ2458  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2458
 MZ2458                          STATION DESCRIPTION
 MZ2458
 MZ2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2458'THE STATION IS SITUATED ON SIDE OF HILL ON VAN RENSELAER ESTATE,
 MZ2458'BY AIRLINES, ABOUT 2 MILES N OF HUDSON RIVER HIGHWAY BRIDGE IN
 MZ2458'ALBANY.  STATION IS 105 FT E OF CL OF LANE LEADING PAST
 MZ2458'ST. AGNES SCHOOL, APPROXIMATELY 250 YARDS SE OF SE CORNER OF
 MZ2458'ST. AGNES SCHOOL, 33 FT S OF WIRE FENCE RUNNING AT RIGHT ANGLES
 MZ2458'TO THE AFORE MENTIONED LANE TO SCHOOL, 8. 4 FT S OF 8 IN LEANING
 MZ2458'MARBLE POST PROTRUDING 3 FT OUT OF GROUND.  THE WOODEN STAKE
 MZ2458'MARKING THE MAGNETIC STATION OF 1905 AND 1919 WAS RECOVERED
 MZ2458'AND A TRIANGULATION MARK INSTALLED.  STATION IS STAMPED ALBANY
 MZ2458'MAG STA 1938.
 MZ2458'
 MZ2458'REFERENCE MARK NO. 1, STAMPED ALBANY MAG STA 1 1938, IS 11.655
 MZ2458'METERS, 28.24 FEET NE OF STATION.  MARK IS 131 FEET E OF CL OF
 MZ2458'LANE TO ST. AGNES SCHOOL AND 1-1/2 FEET S OF WIRE FENCE RUNNING
 MZ2458'AT RIGHT ANGLES TO ROAD.  REFERENCE MARK NO. 2, STAMPED ALBANY
 MZ2458'MAG STA 2 1938 IS 29.758 METERS, 97.63 FEET, WNW OF STATION.
 MZ2458'MARK IS 3 FEET SE OF CORNER OF WIRE FENCES AND 15 FEET E OF CL OF
 MZ2458'LANE.  AZIMUTH IS LOCATED IN TRIANGLE OF INTERSECTIONS OF
 MZ2458'NORTHERN BLVD. AND LOUDENVILLE RD. IN FRONT OF TEXACO
 MZ2458'SERVICE STATION.  AZIMUTH MARK IS STAMPED ALBANY MAG STA
 MZ2458'1938 AND IS ABOUT 1/4 MILE SE OF STATION, ABOUT .25 MILE N
 MZ2458'OF INTERSECTIONS OF SHAKERVILLE ROAD AND U.S. 9.  MARK IS 30
 MZ2458'FEET W OF CL OF NORTHERN BLVD., 8 FEET W OF KNOX MONUMENT
 MZ2458'AND 35 FEET N OF CL OF LOUDENVILLE ROAD.  MARK IS SET IN
 MZ2458'CONCRETE BASE OF TROY ROAD SIGN.
 MZ2458'
 MZ2458'TO REACH FROM THE INTERSECTION OF CLINTON AVE. AND NORTHERN
 MZ2458'BLVD. (U.S. 9) GO IN A GENERALLY NORTHERLY DIRECTION 1.15 MILES
 MZ2458'ON U.S. 9 OR 0.25 MILE PAST A BRIDGE OVER R.R. TO THE OLD
 MZ2458'SHAKERVILLE ROAD, TURN LEFT AND GO 0.15 MILE TO A GRAVEL ROAD
 MZ2458'RIGHT.  TURN RIGHT AND GO 0.3 MILE TO GAP IN WIRE FENCE AND
 MZ2458'STATION 105 FEET E.
 MZ2458'
 MZ2458'4-FOOT OBSERVING STAND.  8-FOOT LIGHT STAND.  ALL LIGHTS VG.
 MZ2458
 MZ2458                          STATION RECOVERY (1942)
 MZ2458
 MZ2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2458'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION
 MZ2458'OF REFERENCE MARK NO. 2 WHICH COULD NOT BE FOUND WITH A SLIGHT
 MZ2458'SEARCH MADE.
 MZ2458'
 MZ2458'THIS STATION WAS NOT OCCUPIED, THEREFORE, THE DISTANCE AND
 MZ2458'DIRECTIONS WERE NOT CHECKED WITH THE 1938 DISTANCES AND DIRECTIONS.
 MZ2458
 MZ2458                          STATION RECOVERY (1969)
 MZ2458
 MZ2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2458'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM
 MZ2458'NO. 2 HAS BEEN DESTROYED.  THE REMAINS OF THE MONUMENT WERE
 MZ2458'FOUND.  THE AZIMUTH MARK WAS NOT RECOVERED, AND IS BELIEVED
 MZ2458'DESTROYED BY CONSTRUCTION WORK IN THE VICINITY.  LINE OF SIGHT
 MZ2458'IS NOW BLOCKED BY BUILDINGS.  A NEW REFERENCE MARK, NUMBER 3, WAS
 MZ2458'ESTABLISHED.  THERE IS NO SUITABLE LOCATION FOR A NEW AZIMUTH
 MZ2458'MARK SINCE TREES AND BUILDINGS BLOCK THE VIEW, COMPLETELY, WITH
 MZ2458'THE EXCEPTION OF THE TOPS OF SOME TALL BUILDINGS IN ALBANY.  A
 MZ2458'COMPLETE DESCRIPTION FOLLOWS--
 MZ2458'
 MZ2458'STATION IS LOCATED IN A WOODED AREA ALONG EAST SIDE OF A
 MZ2458'GRAVELED ROAD, AND ACROSS THE ROAD FROM THE ST. AGNES CATHOLIC
 MZ2458'SCHOOL, AT THE NORTH END OF A SMALL PICNIC AREA.
 MZ2458'
 MZ2458'TO REACH STATION FROM THE POST OFFICE IN ALBANY, GO NORTH ON
 MZ2458'BROADWAY FOR 1.1 MILES.  TAKE LEFT FORK AND FOLLOW STATE HIGHWAY
 MZ2458'9 UPGRADE FOR 1.1 MILES TO MACADAM SIDE ROAD LEFT, AT ST. AGNES
 MZ2458'SCHOOL SIGN.  GO LEFT 100 YARDS TO T-ROAD LEFT.  TURN LEFT AND
 MZ2458'GO SOUTH 0.2 MILE TO PICNIC AREA ON LEFT, ACROSS FROM LAST SCHOOL
 MZ2458'BUILDING, AND JUST SOUTH OF A T-ROAD RIGHT.  WALK NORTHERLY
 MZ2458'ACROSS LAWN 30 YARDS TO STATION.
 MZ2458'
 MZ2458'STATION MARK IS A STANDARD DISK STAMPED ALBANY MAG STA 1905
 MZ2458'1938, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT
 MZ2458'PROJECTS 3 INCHES FROM GROUND.  IT IS 5 FEET NORTH OF EDGE OF
 MZ2458'LAWN, 8 FEET SOUTH OF AN 8-INCH-SQUARE GRANITE POST 3 FEET TALL,
 MZ2458'AND 98 FEET EAST OF CENTER LINE OF GRAVELED ROAD.
 MZ2458'
 MZ2458'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALBANY MAG
 MZ2458'STA NO 1 1938, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 MZ2458'MONUMENT THAT PROJECTS 4 INCHES FROM GROUND.  IT IS IN BRUSH, 32
 MZ2458'FEET EAST OF THE GRANITE POST AND 2 FEET LOWER THAN STATION MARK.
 MZ2458'
 MZ2458'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED ALBANY
 MZ2458'MAG STA 1938 NO 3 1969, SET IN THE TOP OF A 10-INCH-DIAMETER,
 MZ2458'CONCRETE MONUMENT THAT PROJECTS 6 INCHES FROM GROUND.  IT IS AT
 MZ2458'NORTHWEST CORNER OF THE LAWN, JUST INSIDE BRUSH LINE, 63 FEET EAST
 MZ2458'OF CENTER LINE OF ROAD, AND 2 FEET HIGHER THAN STATION MARK.
 MZ2458'
 MZ2458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2458'1-3/4 MILES NORTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2437 ***********************************************************************
 MZ2437  DESIGNATION -  ALBANY NORTH BASE
 MZ2437  PID         -  MZ2437
 MZ2437  STATE/COUNTY-  NY/RENSSELAER
 MZ2437  USGS QUAD   -  TROY SOUTH (1980)
 MZ2437
 MZ2437                         *CURRENT SURVEY CONTROL
 MZ2437  ___________________________________________________________________
 MZ2437* NAD 83(1996)-  42 37 48.69595(N)    073 44 39.36086(W)     ADJUSTED  
 MZ2437* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 MZ2437  ___________________________________________________________________
 MZ2437  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 MZ2437  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2437
 MZ2437  HORZ ORDER  -  FIRST
 MZ2437
 MZ2437.The horizontal coordinates were established by classical geodetic methods
 MZ2437.and adjusted by the National Geodetic Survey in January 1999..
 MZ2437
 MZ2437.The orthometric height was scaled from a topographic map.
 MZ2437
 MZ2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2437
 MZ2437.The geoid height was determined by GEOID03.
 MZ2437
 MZ2437;                    North         East     Units Scale Factor Converg.
 MZ2437;SPC NY E     -   421,871.417   211,985.431   MT  0.99994726   +0 30 42.6
 MZ2437;SPC NY E     - 1,384,089.81    695,488.87   sFT  0.99994726   +0 30 42.6
 MZ2437;UTM  18      - 4,720,513.963   602,965.108   MT  0.99973043   +0 51 01.9
 MZ2437
 MZ2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2437!SPC NY E     -   1.00000009  x   0.99994726  =   0.99994735
 MZ2437!UTM  18      -   1.00000009  x   0.99973043  =   0.99973052
 MZ2437
 MZ2437|---------------------------------------------------------------------|
 MZ2437| PID    Reference Object                     Distance      Geod. Az  |
 MZ2437|                                                           dddmmss.s |
 MZ2437| DE4574 ALBANY NORTH BASE RM 1               20.194 METERS 00717     |
 MZ2437| MZ2427 RENSSELAER GEN ANILINE WKS STK      316.545 METERS 27055     |
 MZ2437| MZ2431 GENERAL ANILINE CO TANK             378.767 METERS 27346     |
 MZ2437| DE4575 ALBANY NORTH BASE RM 2                7.250 METERS 27834     |
 MZ2437| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX. 2.9 KM 3341728.7 |
 MZ2437| MZ2463 RENSSELAER DUNN BRI W TWR LT        APPROX. 1.4 KM 3401637.3 |
 MZ2437|---------------------------------------------------------------------|
 MZ2437
 MZ2437                          SUPERSEDED SURVEY CONTROL
 MZ2437
 MZ2437  NAD 83(1996)-  42 37 48.69830(N)    073 44 39.36198(W) AD(       ) 1
 MZ2437  NAD 83(1996)-  42 37 48.69853(N)    073 44 39.36197(W) AD(       ) 1
 MZ2437  NAD 83(1992)-  42 37 48.69878(N)    073 44 39.36168(W) AD(       ) 1
 MZ2437  NAD 83(1992)-  42 37 48.69902(N)    073 44 39.36171(W) AD(       ) 1
 MZ2437  NAD 83(1986)-  42 37 48.69929(N)    073 44 39.36104(W) AD(       ) 1
 MZ2437  NAD 27      -  42 37 48.41700(N)    073 44 40.92400(W) AD(       ) 1
 MZ2437
 MZ2437.Superseded values are not recommended for survey control.
 MZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2437.See file dsdata.txt to determine how the superseded data were derived.
 MZ2437
 MZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0296520514(NAD 83)
 MZ2437_MARKER: Z = SEE DESCRIPTION
 MZ2437_SETTING: 0 = UNSPECIFIED SETTING
 MZ2437
 MZ2437  HISTORY     - Date     Condition        Report By
 MZ2437  HISTORY     - 1943     MONUMENTED       CGS
 MZ2437  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2437  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 MZ2437
 MZ2437                          STATION DESCRIPTION
 MZ2437
 MZ2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 MZ2437'STATION IS LOCATED IN THE S OUTSKIRTS OF THE TOWN OF
 MZ2437'RENSSELAER AT THE S END OF THE RAILROAD OVERPASS, WHERE U.S.
 MZ2437'HIGHWAYS 20 AND 9 CROSS THE NEW YORK CENTRAL RAILROAD.  IT IS
 MZ2437'ABOUT 0.1 MILE E OF THE BAYER ASPIRIN PLANT, 16.4 FEET E OF THE
 MZ2437'EXTREME E RAIL.  IS STAMPED NORTH BASE 1943, AND PROJECTS 6
 MZ2437'INCHES.
 MZ2437'
 MZ2437'SURFACE, UNDERGROUND, AND REFERENCE MARK 2 ARE BRONZE DISKS
 MZ2437'SET IN CONCRETE.
 MZ2437'
 MZ2437'REFERENCE MARK 1 IS N OF THE STATION, SET FLUSH IN THE LOWER
 MZ2437'END OF THE CONCRETE RETAINING WALL OF THE BRIDGE.  IT IS
 MZ2437'STAMPED NORTH BASE NO. 1 1943.
 MZ2437'
 MZ2437'REFERENCE MARK 2 IS W OF THE STATION, BETWEEN THE MIDDLE AND
 MZ2437'E SET OF TRACKS.  IT IS STAMPED NORTH BASE NO. 2 1943, AND
 MZ2437'IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 MZ2437'
 MZ2437'THE AZIMUTH MARK FOR THIS STATION IS THE FLAGPOLE ATOP THE
 MZ2437'EMPIRE STATE BUILDING IN ALBANY.
 MZ2437'
 MZ2437'A 4-FOOT STAND WILL SEE AN 8-FOOT LIGHT AT EMPIRE ECC.
 MZ2437'
 MZ2437'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT ALBANY SOUTH BASE.
 MZ2437'
 MZ2437'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT PARKE (N.Y.S.S.).
 MZ2437'
 MZ2437'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT GLEN.
 MZ2437'
 MZ2437'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT KEN.
 MZ2437'
 MZ2437'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MZ2437
 MZ2437                          STATION RECOVERY (1969)
 MZ2437
 MZ2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2437'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  ALL
 MZ2437'LINES TO OLD STATIONS ARE BLOCKED BY TREES OR BUILDINGS.  SOME
 MZ2437'OF THE RAILROAD TRACKS HAVE BEEN REMOVED.  A COMPLETE DESCRIPTION
 MZ2437'FOLLOWS--
 MZ2437'
 MZ2437'STATION IS LOCATED AT THE SOUTH EDGE OF RENSSELAER, JUST OUTSIDE
 MZ2437'THE EAST BOUNDARY FENCE OF THE WINTHROP PHARMACEUTICAL CO. PLANT,
 MZ2437'ON EAST SIDE OF THE NEW YORK CENTRAL RAILROAD TRACKS, AND JUST
 MZ2437'SOUTH OF POINT WHERE U.S. HIGHWAY 9 AND 20 OVERPASS BRIDGE
 MZ2437'CROSSES THE RAILROAD.
 MZ2437'
 MZ2437'TO REACH STATION FROM THE POST OFFICE IN RENSSELAER, GO
 MZ2437'SOUTHERLY ON U.S. HIGHWAY 20 FOR 0.6 MILE.  TURN RIGHT, AT BOTTOM
 MZ2437'OF LONG GRADE, AND GO 30 YARDS TO WINTHROP PLANT ENTRANCE ON
 MZ2437'LEFT.  GO SOUTHEAST ACROSS PLANT AREA FOR 0.15 MILE TO EAST
 MZ2437'SIDE OF BUILDING NO. 43.  PASS THROUGH GATE AT RAILROAD SPUR
 MZ2437'AND WALK SOUTH 60 YARDS TO STATION.
 MZ2437'
 MZ2437'STATION MARK IS A STANDARD DISK STAMPED NORTH BASE 1943, SET
 MZ2437'IN THE TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 MZ2437'GROUND.  IT IS IN HEAVY BRUSH AT BASE OF STEEP BANK, 40.6 FEET
 MZ2437'EAST OF EAST RAIL, 78.5 FEET NORTHEAST OF A RAILROAD SIDING
 MZ2437'SWITCH HANDLE, 85 FEET NORTHEAST OF THE SOUTHERNMOST TELEGRAPH
 MZ2437'POLE ON WEST SIDE OF TRACKS, 8 FEET EAST OF A DRAIN DITCH, AND 2
 MZ2437'FEET EAST OF A METAL WITNESS POST.
 MZ2437'
 MZ2437'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NORTH
 MZ2437'BASE NO 1 1943, CEMENTED IN A DRILL HOLE IN THE SOUTH END
 MZ2437'OF THE LONG, SLOPING, CONCRETE RETAINING WALL OF THE OVERPASS
 MZ2437'BRIDGE, AT A POINT WHERE IT EXTENDS 2 FEET ABOVE GROUND ON
 MZ2437'LOWER SIDE, 14 INCHES EAST OF WEST EDGE OF WALL, 34 FEET EAST
 MZ2437'OF EAST RAIL, AND 2.3 FEET HIGHER THAN STATION MARK.
 MZ2437'
 MZ2437'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NORTH
 MZ2437'BASE NO 2 1943, SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 MZ2437'BELOW GROUND SURFACE, 16 FEET EAST OF EAST RAIL, 12 FEET WEST
 MZ2437'OF DRAIN DITCH, 61 FEET NORTHEAST OF RAILROAD SIDING SWITCH
 MZ2437'HANDLE, AND 1.8 FEET LOWER THAN STATION MARK.
 MZ2437'
 MZ2437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2437'AT RENSSELAER.
 MZ2437
 MZ2437                          STATION RECOVERY (1981)
 MZ2437
 MZ2437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (GTO)
 MZ2437'NORTH BASE 1943 DESTROYED.
 MZ2437'
 MZ2437'STATION AND RM 2 NOT RECOVERED.  STATION UNDERGROUND MARK NOT
 MZ2437'DUG FOR.
 MZ2437'
 MZ2437'RM 1 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2442 ***********************************************************************
 MZ2442  DESIGNATION -  ALBANY NYS DEPT OF HEALTH STK
 MZ2442  PID         -  MZ2442
 MZ2442  STATE/COUNTY-  NY/ALBANY
 MZ2442  USGS QUAD   -  ALBANY (1980)
 MZ2442
 MZ2442                         *CURRENT SURVEY CONTROL
 MZ2442  ___________________________________________________________________
 MZ2442* NAD 83(1996)-  42 39 03.30293(N)    073 46 48.59190(W)     ADJUSTED  
 MZ2442* NAVD 88     -                                                        
 MZ2442  ___________________________________________________________________
 MZ2442  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 MZ2442  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2442
 MZ2442  HORZ ORDER  -  THIRD
 MZ2442
 MZ2442.The horizontal coordinates were established by classical geodetic methods
 MZ2442.and adjusted by the National Geodetic Survey in January 1999..
 MZ2442
 MZ2442
 MZ2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2442
 MZ2442.The geoid height was determined by GEOID03.
 MZ2442
 MZ2442;                    North         East     Units Scale Factor Converg.
 MZ2442;SPC NY E     -   424,147.682   209,021.503   MT  0.99994284   +0 29 15.8
 MZ2442;SPC NY E     - 1,391,557.85    685,764.71   sFT  0.99994284   +0 29 15.8
 MZ2442;UTM  18      - 4,722,772.171   599,988.423   MT  0.99972300   +0 49 35.6
 MZ2442
 MZ2442                          SUPERSEDED SURVEY CONTROL
 MZ2442
 MZ2442  NAD 83(1996)-  42 39 03.30538(N)    073 46 48.59302(W) AD(       ) 4
 MZ2442  NAD 83(1996)-  42 39 03.30561(N)    073 46 48.59305(W) AD(       ) 4
 MZ2442  NAD 83(1992)-  42 39 03.30585(N)    073 46 48.59276(W) AD(       ) 4
 MZ2442  NAD 83(1992)-  42 39 03.30607(N)    073 46 48.59282(W) AD(       ) 4
 MZ2442  NAD 83(1986)-  42 39 03.30633(N)    073 46 48.59221(W) AD(       ) 4
 MZ2442  NAD 27      -  42 39 03.02258(N)    073 46 50.15239(W) AD(       ) 3
 MZ2442
 MZ2442.Superseded values are not recommended for survey control.
 MZ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2442.See file dsdata.txt to determine how the superseded data were derived.
 MZ2442
 MZ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9998822772(NAD 83)
 MZ2442_MARKER: 63 = STACK
 MZ2442
 MZ2442  HISTORY     - Date     Condition        Report By
 MZ2442  HISTORY     - 1942     FIRST OBSERVED   CGS
 MZ2442
 MZ2442                          STATION DESCRIPTION
 MZ2442
 MZ2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2442'THIS RED BRICK STACK IS ON THE POWER PLANT OF THE N.Y. STATE
 MZ2442'DEPARTMENT OF HEALTH, DIVISION OF LABORATORIES AND RESEARCH.  ITS
 MZ2442'HEIGHT IS 225 FEET AND IT WAS BUILT IN 1930.
 MZ2442'
 MZ2442'THE STACK IS LOCATED ON THE S SIDE OF NEW SCOTLAND AVENUE
 MZ2442'BETWEEN HOLLAND AND SOUTH LAKE AVENUES IN ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2449 ***********************************************************************
 MZ2449  DESIGNATION -  ALBANY REFORMED DUTCH LUTH CH
 MZ2449  PID         -  MZ2449
 MZ2449  STATE/COUNTY-  NY/ALBANY
 MZ2449  USGS QUAD   -  ALBANY (1980)
 MZ2449
 MZ2449                         *CURRENT SURVEY CONTROL
 MZ2449  ___________________________________________________________________
 MZ2449* NAD 83(1996)-  42 39 00.85673(N)    073 45 34.36531(W)     ADJUSTED  
 MZ2449* NAVD 88     -                                                        
 MZ2449  ___________________________________________________________________
 MZ2449  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MZ2449  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2449
 MZ2449  HORZ ORDER  -  THIRD
 MZ2449
 MZ2449.The horizontal coordinates were established by classical geodetic methods
 MZ2449.and adjusted by the National Geodetic Survey in January 1999..
 MZ2449
 MZ2449
 MZ2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2449
 MZ2449.The geoid height was determined by GEOID03.
 MZ2449
 MZ2449;                    North         East     Units Scale Factor Converg.
 MZ2449;SPC NY E     -   424,086.803   210,712.744   MT  0.99994533   +0 30 06.1
 MZ2449;SPC NY E     - 1,391,358.12    691,313.39   sFT  0.99994533   +0 30 06.1
 MZ2449;UTM  18      - 4,722,721.306   601,679.625   MT  0.99972720   +0 50 25.8
 MZ2449
 MZ2449                          SUPERSEDED SURVEY CONTROL
 MZ2449
 MZ2449  NAD 83(1996)-  42 39 00.85916(N)    073 45 34.36643(W) AD(       ) 4
 MZ2449  NAD 83(1996)-  42 39 00.85938(N)    073 45 34.36643(W) AD(       ) 4
 MZ2449  NAD 83(1992)-  42 39 00.85962(N)    073 45 34.36615(W) AD(       ) 4
 MZ2449  NAD 83(1992)-  42 39 00.85985(N)    073 45 34.36624(W) AD(       ) 4
 MZ2449  NAD 83(1986)-  42 39 00.86008(N)    073 45 34.36553(W) AD(       ) 4
 MZ2449  NAD 27      -  42 39 00.58000(N)    073 45 35.93000(W) AD(       ) 3
 MZ2449
 MZ2449.Superseded values are not recommended for survey control.
 MZ2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2449.See file dsdata.txt to determine how the superseded data were derived.
 MZ2449
 MZ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0168022721(NAD 83)
 MZ2449
 MZ2449  HISTORY     - Date     Condition        Report By
 MZ2449  HISTORY     - UNK      MONUMENTED
 MZ2449  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2449  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 MZ2449
 MZ2449                          STATION DESCRIPTION
 MZ2449
 MZ2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2449'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH EXCEPTION THAT
 MZ2449'CHURCH IS AT INTERSECTION OF MADISON AVENUE AND S SWAN STREET,
 MZ2449'AS PER SKETCH.
 MZ2449
 MZ2449                          STATION RECOVERY (1998)
 MZ2449
 MZ2449'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2466 ***********************************************************************
 MZ2466  DESIGNATION -  ALBANY ROCKEFELLER TWR SE LT
 MZ2466  PID         -  MZ2466
 MZ2466  STATE/COUNTY-  NY/ALBANY
 MZ2466  USGS QUAD   -  ALBANY (1980)
 MZ2466
 MZ2466                         *CURRENT SURVEY CONTROL
 MZ2466  ___________________________________________________________________
 MZ2466* NAD 83(1996)-  42 38 56.11138(N)    073 45 33.11223(W)     ADJUSTED  
 MZ2466* NAVD 88     -                                                        
 MZ2466  ___________________________________________________________________
 MZ2466  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 MZ2466  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2466
 MZ2466  HORZ ORDER  -  THIRD
 MZ2466
 MZ2466.The horizontal coordinates were established by classical geodetic methods
 MZ2466.and adjusted by the National Geodetic Survey in January 1999..
 MZ2466
 MZ2466
 MZ2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2466
 MZ2466.The geoid height was determined by GEOID03.
 MZ2466
 MZ2466;                    North         East     Units Scale Factor Converg.
 MZ2466;SPC NY E     -   423,940.639   210,742.567   MT  0.99994538   +0 30 06.9
 MZ2466;SPC NY E     - 1,390,878.58    691,411.24   sFT  0.99994538   +0 30 06.9
 MZ2466;UTM  18      - 4,722,575.352   601,710.305   MT  0.99972727   +0 50 26.6
 MZ2466
 MZ2466                          SUPERSEDED SURVEY CONTROL
 MZ2466
 MZ2466  NAD 83(1996)-  42 38 56.11376(N)    073 45 33.11327(W) AD(       ) 4
 MZ2466  NAD 83(1996)-  42 38 56.11399(N)    073 45 33.11328(W) AD(       ) 4
 MZ2466  NAD 83(1992)-  42 38 56.11422(N)    073 45 33.11300(W) AD(       ) 4
 MZ2466  NAD 83(1992)-  42 38 56.11447(N)    073 45 33.11306(W) AD(       ) 4
 MZ2466  NAD 83(1986)-  42 38 56.11524(N)    073 45 33.11244(W) AD(       ) 4
 MZ2466  NAD 27      -  42 38 55.83345(N)    073 45 34.67500(W) AD(       ) 3
 MZ2466
 MZ2466.Superseded values are not recommended for survey control.
 MZ2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2466.See file dsdata.txt to determine how the superseded data were derived.
 MZ2466
 MZ2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0171022575(NAD 83)
 MZ2466
 MZ2466  HISTORY     - Date     Condition        Report By
 MZ2466  HISTORY     - 1976     FIRST OBSERVED   NYDT
 MZ2466
 MZ2466                          STATION DESCRIPTION
 MZ2466
 MZ2466'DESCRIBED BY NY DEPT OF TRANSP 1976 (RFH)
 MZ2466'THE STATION IS A RED OBSTRUCTION LIGHT ON THE ROOF OF THE TALLEST
 MZ2466'OF FIVE NEW STATE OFFICE BUILDINGS OF THE ROCKEFELLER PLAZA IN
 MZ2466'DOWNTOWN ALBANY.  THIS LIGHT IS THE SOUTHEAST OF TWO IDENTICAL LIGHTS
 MZ2466'ON THE ROOF TOP WHICH PROJECT ABOUT TWO FEET ABOVE THE SURROUNDING
 MZ2466'PARAPET WALL.  THIS LIGHT IS 155.9 FEET SOUTHEAST OF THE NORTHWEST
 MZ2466'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2468 ***********************************************************************
 MZ2468  DESIGNATION -  ALBANY ROCKEFELLER TWR NW LT
 MZ2468  PID         -  MZ2468
 MZ2468  STATE/COUNTY-  NY/ALBANY
 MZ2468  USGS QUAD   -  ALBANY (1980)
 MZ2468
 MZ2468                         *CURRENT SURVEY CONTROL
 MZ2468  ___________________________________________________________________
 MZ2468* NAD 83(1996)-  42 38 57.04610(N)    073 45 34.77432(W)     ADJUSTED  
 MZ2468* NAVD 88     -                                                        
 MZ2468  ___________________________________________________________________
 MZ2468  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 MZ2468  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2468
 MZ2468  HORZ ORDER  -  THIRD
 MZ2468
 MZ2468.The horizontal coordinates were established by classical geodetic methods
 MZ2468.and adjusted by the National Geodetic Survey in January 1999..
 MZ2468
 MZ2468
 MZ2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2468
 MZ2468.The geoid height was determined by GEOID03.
 MZ2468
 MZ2468;                    North         East     Units Scale Factor Converg.
 MZ2468;SPC NY E     -   423,969.147   210,704.458   MT  0.99994532   +0 30 05.8
 MZ2468;SPC NY E     - 1,390,972.11    691,286.21   sFT  0.99994532   +0 30 05.8
 MZ2468;UTM  18      - 4,722,603.629   601,672.036   MT  0.99972718   +0 50 25.5
 MZ2468
 MZ2468                          SUPERSEDED SURVEY CONTROL
 MZ2468
 MZ2468  NAD 83(1996)-  42 38 57.04849(N)    073 45 34.77536(W) AD(       ) 4
 MZ2468  NAD 83(1996)-  42 38 57.04871(N)    073 45 34.77537(W) AD(       ) 4
 MZ2468  NAD 83(1992)-  42 38 57.04895(N)    073 45 34.77509(W) AD(       ) 4
 MZ2468  NAD 83(1992)-  42 38 57.04919(N)    073 45 34.77514(W) AD(       ) 4
 MZ2468  NAD 83(1986)-  42 38 57.04954(N)    073 45 34.77450(W) AD(       ) 4
 MZ2468  NAD 27      -  42 38 56.76751(N)    073 45 36.33695(W) AD(       ) 3
 MZ2468
 MZ2468.Superseded values are not recommended for survey control.
 MZ2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2468.See file dsdata.txt to determine how the superseded data were derived.
 MZ2468
 MZ2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0167222604(NAD 83)
 MZ2468
 MZ2468  HISTORY     - Date     Condition        Report By
 MZ2468  HISTORY     - 1976     FIRST OBSERVED   NYDT
 MZ2468
 MZ2468                          STATION DESCRIPTION
 MZ2468
 MZ2468'DESCRIBED BY NY DEPT OF TRANSP 1976 (RFH)
 MZ2468'THE STATION IS THE RED OBSTRUCTION LIGHT ON THE ROOF OF THE TALLEST
 MZ2468'OF THE FIVE NEW STATE OFFICE BUILDINGS OF THE ROCKEFELLER PLAZA
 MZ2468'IN DOWNTOWN ALBANY.  THIS LIGHT IS THE NORTHWEST OF TWO IDENTICAL
 MZ2468'LIGHTS ON THE ROOF TOP WHICH PROJECT ABOUT TWO FEET ABOVE THE
 MZ2468'SURROUNDING PARAPET WALL.  THIS LIGHT IS 155.9 FEET NORTHWEST OF THE
 MZ2468'SOUTHEAST RED OBSTRUCTION LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2457 ***********************************************************************
 MZ2457  DESIGNATION -  ALBANY SAINT JOSEPHS CH SPIRE
 MZ2457  PID         -  MZ2457
 MZ2457  STATE/COUNTY-  NY/ALBANY
 MZ2457  USGS QUAD   -  ALBANY (1980)
 MZ2457
 MZ2457                         *CURRENT SURVEY CONTROL
 MZ2457  ___________________________________________________________________
 MZ2457* NAD 83(1996)-  42 39 24.46352(N)    073 45 04.18007(W)     ADJUSTED  
 MZ2457* NAVD 88     -                                                        
 MZ2457  ___________________________________________________________________
 MZ2457  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MZ2457  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ2457
 MZ2457  HORZ ORDER  -  THIRD
 MZ2457
 MZ2457.The horizontal coordinates were established by classical geodetic methods
 MZ2457.and adjusted by the National Geodetic Survey in January 1999..
 MZ2457
 MZ2457
 MZ2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2457
 MZ2457.The geoid height was determined by GEOID03.
 MZ2457
 MZ2457;                    North         East     Units Scale Factor Converg.
 MZ2457;SPC NY E     -   424,821.230   211,393.799   MT  0.99994636   +0 30 26.8
 MZ2457;SPC NY E     - 1,393,767.65    693,547.82   sFT  0.99994636   +0 30 26.8
 MZ2457;UTM  18      - 4,723,459.586   602,356.177   MT  0.99972890   +0 50 46.7
 MZ2457
 MZ2457                          SUPERSEDED SURVEY CONTROL
 MZ2457
 MZ2457  NAD 83(1996)-  42 39 24.46595(N)    073 45 04.18114(W) AD(       ) 4
 MZ2457  NAD 83(1996)-  42 39 24.46618(N)    073 45 04.18116(W) AD(       ) 4
 MZ2457  NAD 83(1992)-  42 39 24.46642(N)    073 45 04.18088(W) AD(       ) 4
 MZ2457  NAD 83(1992)-  42 39 24.46665(N)    073 45 04.18094(W) AD(       ) 4
 MZ2457  NAD 83(1986)-  42 39 24.46686(N)    073 45 04.18028(W) AD(       ) 4
 MZ2457  NAD 27      -  42 39 24.18000(N)    073 45 05.74000(W) AD(       ) 3
 MZ2457
 MZ2457.Superseded values are not recommended for survey control.
 MZ2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2457.See file dsdata.txt to determine how the superseded data were derived.
 MZ2457
 MZ2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0235623460(NAD 83)
 MZ2457
 MZ2457  HISTORY     - Date     Condition        Report By
 MZ2457  HISTORY     - 1934     MONUMENTED       CGS
 MZ2457  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2457  HISTORY     - 19981121 GOOD             USPSQD
 MZ2457
 MZ2457                          STATION DESCRIPTION
 MZ2457
 MZ2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2457'SPIRE ON SAINT JOSEPHS CATHOLIC CHURCH, CORNER OF TEN BROUCK
 MZ2457'AND SECOND STREETS, ALBANY.  THERE ARE CROSSES ON TOP AND
 MZ2457'AROUND THE BASE OF THE STEEPLE.
 MZ2457
 MZ2457                          STATION RECOVERY (1935)
 MZ2457
 MZ2457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2457'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 MZ2457
 MZ2457                          STATION RECOVERY (1998)
 MZ2457
 MZ2457'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2443 ***********************************************************************
 MZ2443  DESIGNATION -  ALBANY SAINT PATRICKS CH SPIRE
 MZ2443  PID         -  MZ2443
 MZ2443  STATE/COUNTY-  NY/ALBANY
 MZ2443  USGS QUAD   -  ALBANY (1980)
 MZ2443
 MZ2443                         *CURRENT SURVEY CONTROL
 MZ2443  ___________________________________________________________________
 MZ2443* NAD 83(1996)-  42 39 50.13194(N)    073 46 16.46145(W)     ADJUSTED  
 MZ2443* NAVD 88     -                                                        
 MZ2443  ___________________________________________________________________
 MZ2443  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MZ2443  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ2443
 MZ2443  HORZ ORDER  -  THIRD
 MZ2443
 MZ2443.The horizontal coordinates were established by classical geodetic methods
 MZ2443.and adjusted by the National Geodetic Survey in January 1999..
 MZ2443
 MZ2443
 MZ2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2443
 MZ2443.The geoid height was determined by GEOID03.
 MZ2443
 MZ2443;                    North         East     Units Scale Factor Converg.
 MZ2443;SPC NY E     -   425,598.829   209,740.850   MT  0.99994389   +0 29 38.0
 MZ2443;SPC NY E     - 1,396,318.82    688,124.77   sFT  0.99994389   +0 29 38.0
 MZ2443;UTM  18      - 4,724,227.228   600,699.020   MT  0.99972475   +0 49 58.1
 MZ2443
 MZ2443                          SUPERSEDED SURVEY CONTROL
 MZ2443
 MZ2443  NAD 83(1996)-  42 39 50.13444(N)    073 46 16.46255(W) AD(       ) 4
 MZ2443  NAD 83(1996)-  42 39 50.13465(N)    073 46 16.46256(W) AD(       ) 4
 MZ2443  NAD 83(1992)-  42 39 50.13488(N)    073 46 16.46227(W) AD(       ) 4
 MZ2443  NAD 83(1992)-  42 39 50.13511(N)    073 46 16.46238(W) AD(       ) 4
 MZ2443  NAD 83(1986)-  42 39 50.13532(N)    073 46 16.46167(W) AD(       ) 4
 MZ2443  NAD 27      -  42 39 49.85700(N)    073 46 18.02700(W) AD(       ) 3
 MZ2443
 MZ2443.Superseded values are not recommended for survey control.
 MZ2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2443.See file dsdata.txt to determine how the superseded data were derived.
 MZ2443
 MZ2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0069924227(NAD 83)
 MZ2443
 MZ2443  HISTORY     - Date     Condition        Report By
 MZ2443  HISTORY     - 1934     MONUMENTED       CGS
 MZ2443  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 MZ2443
 MZ2443                          STATION DESCRIPTION
 MZ2443
 MZ2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2443'SPIRE IS ON SAINT PATRICKS CATHOLIC CHURCH ON THE CORNER OF
 MZ2443'CENTRAL AND NORTH LAKE AVENUES, ALBANY, NEW YORK.
 MZ2443'
 MZ2443'INTERSECTION STATION.
 MZ2443
 MZ2443                          STATION RECOVERY (1998)
 MZ2443
 MZ2443'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2478 ***********************************************************************
 MZ2478  DESIGNATION -  ALBANY SOUTH BASE
 MZ2478  PID         -  MZ2478
 MZ2478  STATE/COUNTY-  NY/RENSSELAER
 MZ2478  USGS QUAD   -  DELMAR (1980)
 MZ2478
 MZ2478                         *CURRENT SURVEY CONTROL
 MZ2478  ___________________________________________________________________
 MZ2478* NAD 83(1996)-  42 35 52.22415(N)    073 45 03.02441(W)     ADJUSTED  
 MZ2478* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2478  ___________________________________________________________________
 MZ2478  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 MZ2478  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ2478
 MZ2478  HORZ ORDER  -  FIRST
 MZ2478
 MZ2478.The horizontal coordinates were established by classical geodetic methods
 MZ2478.and adjusted by the National Geodetic Survey in January 1999..
 MZ2478
 MZ2478.The orthometric height was scaled from a topographic map.
 MZ2478
 MZ2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2478
 MZ2478.The geoid height was determined by GEOID03.
 MZ2478
 MZ2478;                    North         East     Units Scale Factor Converg.
 MZ2478;SPC NY E     -   418,272.984   211,478.108   MT  0.99994649   +0 30 25.5
 MZ2478;SPC NY E     - 1,372,283.95    693,824.43   sFT  0.99994649   +0 30 25.5
 MZ2478;UTM  18      - 4,716,913.376   602,479.163   MT  0.99972921   +0 50 44.0
 MZ2478
 MZ2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2478!SPC NY E     -   1.00000449  x   0.99994649  =   0.99995098
 MZ2478!UTM  18      -   1.00000449  x   0.99972921  =   0.99973370
 MZ2478
 MZ2478|---------------------------------------------------------------------|
 MZ2478| PID    Reference Object                     Distance      Geod. Az  |
 MZ2478|                                                           dddmmss.s |
 MZ2478| DE4577 ALBANY SOUTH BASE RM 1               25.350 METERS 05307     |
 MZ2478| DE4576 ALBANY SOUTH BASE AZ MK                            0711612.0 |
 MZ2478| DE4578 ALBANY SOUTH BASE RM 2               35.171 METERS 13643     |
 MZ2478|---------------------------------------------------------------------|
 MZ2478
 MZ2478                          SUPERSEDED SURVEY CONTROL
 MZ2478
 MZ2478  NAD 83(1996)-  42 35 52.22651(N)    073 45 03.02565(W) AD(       ) 1
 MZ2478  NAD 83(1996)-  42 35 52.22673(N)    073 45 03.02562(W) AD(       ) 1
 MZ2478  NAD 83(1992)-  42 35 52.22697(N)    073 45 03.02531(W) AD(       ) 1
 MZ2478  NAD 83(1992)-  42 35 52.22722(N)    073 45 03.02532(W) AD(       ) 1
 MZ2478  NAD 83(1986)-  42 35 52.22748(N)    073 45 03.02464(W) AD(       ) 1
 MZ2478  NAD 27      -  42 35 51.94400(N)    073 45 04.58700(W) AD(       ) 1
 MZ2478
 MZ2478.Superseded values are not recommended for survey control.
 MZ2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2478.See file dsdata.txt to determine how the superseded data were derived.
 MZ2478
 MZ2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0247916913(NAD 83)
 MZ2478_MARKER: Z = SEE DESCRIPTION
 MZ2478_SETTING: 0 = UNSPECIFIED SETTING
 MZ2478
 MZ2478  HISTORY     - Date     Condition        Report By
 MZ2478  HISTORY     - 1943     MONUMENTED       CGS
 MZ2478  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2478
 MZ2478                          STATION DESCRIPTION
 MZ2478
 MZ2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 MZ2478'STATION IS LOCATED ABOUT 2 MILES S OF RENSSELEAR, NEAR THE S END
 MZ2478'OF A CULTIVATED FIELD JUST W OF THE NEW YORK CENTRAL RAILROAD
 MZ2478'RIGHT-OF-WAY, AND ON LAND OWNED BY TISKO BROTHERS.  IT IS ON
 MZ2478'THE TANGENT OF THE MOST E RAIL OF THE RAILROAD TRACKS, JUST S
 MZ2478'OF THE POINT OF INTERSECTION OF THE FIRST CURVE IN THE
 MZ2478'RAILROAD TRACKS S OF RENSSELEAR, AND ABOUT 0.2 MILE S OF A
 MZ2478'FARM ROAD WHICH CROSSES THE TRACKS.  IT IS 135 FEET W OF THE
 MZ2478'MOST W RAIL, 8 FEET E OF A CREEK BANK, STAMPED SOUTH BASE
 MZ2478'1943, AND IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 MZ2478'
 MZ2478'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MZ2478'DISKS SET IN CONCRETE.
 MZ2478'
 MZ2478'REFERENCE MARK 1 IS ENE OF THE STATION, ALONG THE E EDGE OF
 MZ2478'THE FIELD, AND 13 FEET S OF A 10-INCH TREE.  IT IS STAMPED
 MZ2478'SOUTH BASE NO 1 1943 AND PROJECTS 4 INCHES.
 MZ2478'
 MZ2478'REFERENCE MARK 2 IS SE OF THE STATION ALONG THE E EDGE OF THE
 MZ2478'FIELD.  IT IS STAMPED SOUTH BASE NO 2 1943 AND PROJECTS 4 INCHES.
 MZ2478'
 MZ2478'AZIMUTH MARK IS ABOUT 0.5 MILE E OF THE STATION, IN A
 MZ2478'FARMHOUSE YARD.  IT IS 3 FEET W OF THE SIDE OF A GARAGE, 6-1/2
 MZ2478'FEET N OF THE SW CORNER OF THE GARAGE, AND 32 FEET N OF THE
 MZ2478'SIDE OF THE FARMHOUSE.  IT IS STAMPED SOUTH BASE 1943 AND IS
 MZ2478'FLUSH WITH THE SURFACE OF THE GROUND.  TO REACH FROM THE
 MZ2478'STATION RETURN TO THE HIGHWAY, TURN RIGHT FOR 0.1 MILE TO A
 MZ2478'FARM ROAD LEFT, TURN LEFT AND FOLLOW FARM ROAD UPHILL 0.2 MILE
 MZ2478'TO HOUSE AND MARK.
 MZ2478'
 MZ2478'TO REACH THE STATION FROM THE RAILROAD OVERPASS AT THE BAYER
 MZ2478'ASPIRIN PLANT IN RENSSELEAR, PROCEED TO E END OF OVERPASS AND
 MZ2478'TURN RIGHT (S) ON STATE HIGHWAY 9J AND GO 2.1 MILES TO A FARM
 MZ2478'ROAD RIGHT.  TURN RIGHT AND GO 0.3 MILE TO THE W SIDE OF THE
 MZ2478'RAILROAD TRACKS.  TURN LEFT AND GO ALONG E EDGE OF A CULTIVATED
 MZ2478'FIELD FOR 0.2 MILE TO THE MARK.
 MZ2478'
 MZ2478'AN 8-FOOT LIGHT AT EMPIRE ECC IS VISIBLE FROM THE GROUND.
 MZ2478'
 MZ2478'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT GLEN.
 MZ2478'
 MZ2478'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT NORTH BASE.
 MZ2478'
 MZ2478'A 50-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT PARKE (N.Y.S.S.).
 MZ2478'
 MZ2478'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT KEN.
 MZ2478'
 MZ2478'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 MZ2478
 MZ2478                          STATION RECOVERY (1969)
 MZ2478
 MZ2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2478'STATION MARK AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  ONLY
 MZ2478'THE AZIMUTH MARK WAS RECOVERED.
 MZ2478'
 MZ2478'SOME TIME AGO THE TOPSOIL WAS STRIPPED TO A DEPTH OF SEVERAL
 MZ2478'FEET, AND THEN THE AREA USED AS A DUMPING GROUND.
 MZ2478'
 MZ2478'THE STATION POINT WAS DETERMINED BY INVERSE FROM A TRIAL
 MZ2478'POINT ESTABLISHED IN THE VICINITY BY TRIANGULATION, AND
 MZ2478'CONSIDERABLE DIGGING WAS DONE, BUT ONLY BURIED RUBBISH WAS FOUND.
 MZ2478'
 MZ2478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2478'2 MILES SOUTH OF RENSSELAER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2446 ***********************************************************************
 MZ2446  DESIGNATION -  ALBANY ST OFF BLDG LIGHTN ROD
 MZ2446  PID         -  MZ2446
 MZ2446  STATE/COUNTY-  NY/ALBANY
 MZ2446  USGS QUAD   -  ALBANY (1980)
 MZ2446
 MZ2446                         *CURRENT SURVEY CONTROL
 MZ2446  ___________________________________________________________________
 MZ2446* NAD 83(1996)-  42 39 14.25837(N)    073 45 35.17155(W)     ADJUSTED  
 MZ2446* NAVD 88     -                                                        
 MZ2446  ___________________________________________________________________
 MZ2446  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 MZ2446  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2446
 MZ2446  HORZ ORDER  -  THIRD
 MZ2446
 MZ2446.The horizontal coordinates were established by classical geodetic methods
 MZ2446.and adjusted by the National Geodetic Survey in January 1999..
 MZ2446
 MZ2446
 MZ2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2446
 MZ2446.The geoid height was determined by GEOID03.
 MZ2446
 MZ2446;                    North         East     Units Scale Factor Converg.
 MZ2446;SPC NY E     -   424,500.141   210,690.762   MT  0.99994530   +0 30 05.7
 MZ2446;SPC NY E     - 1,392,714.21    691,241.27   sFT  0.99994530   +0 30 05.7
 MZ2446;UTM  18      - 4,723,134.417   601,655.203   MT  0.99972714   +0 50 25.5
 MZ2446
 MZ2446                          SUPERSEDED SURVEY CONTROL
 MZ2446
 MZ2446  NAD 83(1996)-  42 39 14.26082(N)    073 45 35.17262(W) AD(       ) 4
 MZ2446  NAD 83(1996)-  42 39 14.26105(N)    073 45 35.17264(W) AD(       ) 4
 MZ2446  NAD 83(1992)-  42 39 14.26128(N)    073 45 35.17236(W) AD(       ) 4
 MZ2446  NAD 83(1992)-  42 39 14.26151(N)    073 45 35.17242(W) AD(       ) 4
 MZ2446  NAD 83(1986)-  42 39 14.26175(N)    073 45 35.17176(W) AD(       ) 4
 MZ2446  NAD 27      -  42 39 13.97939(N)    073 45 36.73085(W) AD(       ) 3
 MZ2446
 MZ2446.Superseded values are not recommended for survey control.
 MZ2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2446.See file dsdata.txt to determine how the superseded data were derived.
 MZ2446
 MZ2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0165523134(NAD 83)
 MZ2446
 MZ2446  HISTORY     - Date     Condition        Report By
 MZ2446  HISTORY     - 1934     FIRST OBSERVED   CGS
 MZ2446  HISTORY     - 1935     GOOD             CGS
 MZ2446
 MZ2446                          STATION DESCRIPTION
 MZ2446
 MZ2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2446'PEAK IS THE CYLINDRICAL CAPPING ON THE SUMMIT OF THE TOWER OF
 MZ2446'THE 32-STORY NEW YORK STATE OFFICE BUILDING, ON THE CORNER OF
 MZ2446'WASHINGTON AVENUE, SWAN AND STATE STREETS, ALBANY, NEW YORK.
 MZ2446
 MZ2446                          STATION RECOVERY (1935)
 MZ2446
 MZ2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2446'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2470 ***********************************************************************
 MZ2470  DESIGNATION -  ALBANY SUNY EASTMAN LIGHT
 MZ2470  PID         -  MZ2470
 MZ2470  STATE/COUNTY-  NY/ALBANY
 MZ2470  USGS QUAD   -  ALBANY (1980)
 MZ2470
 MZ2470                         *CURRENT SURVEY CONTROL
 MZ2470  ___________________________________________________________________
 MZ2470* NAD 83(1996)-  42 41 12.43569(N)    073 49 12.77739(W)     ADJUSTED  
 MZ2470* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 MZ2470  ___________________________________________________________________
 MZ2470  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MZ2470  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2470
 MZ2470  HORZ ORDER  -  THIRD
 MZ2470
 MZ2470.The horizontal coordinates were established by classical geodetic methods
 MZ2470.and adjusted by the National Geodetic Survey in January 1999..
 MZ2470
 MZ2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2470
 MZ2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2470
 MZ2470.The geoid height was determined by GEOID03.
 MZ2470
 MZ2470;                    North         East     Units Scale Factor Converg.
 MZ2470;SPC NY E     -   428,104.818   205,705.503   MT  0.99993816   +0 27 39.2
 MZ2470;SPC NY E     - 1,404,540.56    674,885.47   sFT  0.99993816   +0 27 39.2
 MZ2470;UTM  18      - 4,726,708.750   596,649.813   MT  0.99971492   +0 47 59.8
 MZ2470
 MZ2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2470!SPC NY E     -   0.99998222  x   0.99993816  =   0.99992038
 MZ2470!UTM  18      -   0.99998222  x   0.99971492  =   0.99969715
 MZ2470
 MZ2470                          SUPERSEDED SURVEY CONTROL
 MZ2470
 MZ2470  NAD 83(1996)-  42 41 12.43819(N)    073 49 12.77832(W) AD(       ) 4
 MZ2470  NAD 83(1996)-  42 41 12.43839(N)    073 49 12.77837(W) AD(       ) 4
 MZ2470  NAD 83(1992)-  42 41 12.43861(N)    073 49 12.77810(W) AD(       ) 4
 MZ2470  NAD 83(1992)-  42 41 12.43882(N)    073 49 12.77819(W) AD(       ) 4
 MZ2470  NAD 83(1986)-  42 41 12.43895(N)    073 49 12.77742(W) AD(       ) 4
 MZ2470  NAD 27      -  42 41 12.15737(N)    073 49 14.33133(W) AD(       ) 3
 MZ2470  NGVD 29 (07/19/86)  144.9    (m)          475.     (f) VERT ANG       
 MZ2470
 MZ2470.Superseded values are not recommended for survey control.
 MZ2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2470.See file dsdata.txt to determine how the superseded data were derived.
 MZ2470
 MZ2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9665026709(NAD 83)
 MZ2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2470+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 MZ2470
 MZ2470  HISTORY     - Date     Condition        Report By
 MZ2470  HISTORY     - 1976     FIRST OBSERVED   NYDT
 MZ2470  HISTORY     - 19980715 GOOD             USPSQD
 MZ2470  HISTORY     - 20030122 GOOD             USPSQD
 MZ2470
 MZ2470                          STATION DESCRIPTION
 MZ2470
 MZ2470'DESCRIBED BY NY DEPT OF TRANSP 1976 (RFH)
 MZ2470'THE STATION IS THE RED OBSTRUCTION LIGHT NEAR THE CENTER OF THE ROOF
 MZ2470'OF THE STATE UNIVERSITY OF NEW YORK EASTMAN TOWER, THE EASTERN MOST
 MZ2470'OF FOUR SIMILAR BUILDINGS ON THE UPTOWN CAMPUS (NEWER).
 MZ2470
 MZ2470                          STATION RECOVERY (1998)
 MZ2470
 MZ2470'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2470'RECOVERED IN GOOD CONDITION.
 MZ2470
 MZ2470                          STATION RECOVERY (2003)
 MZ2470
 MZ2470'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 MZ2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2471 ***********************************************************************
 MZ2471  DESIGNATION -  ALBANY SUNY LIVINGSTON LIGHT
 MZ2471  PID         -  MZ2471
 MZ2471  STATE/COUNTY-  NY/ALBANY
 MZ2471  USGS QUAD   -  ALBANY (1980)
 MZ2471
 MZ2471                         *CURRENT SURVEY CONTROL
 MZ2471  ___________________________________________________________________
 MZ2471* NAD 83(1996)-  42 41 20.34972(N)    073 49 26.48583(W)     ADJUSTED  
 MZ2471* NAVD 88     -       144.8    (meters)     475.     (feet)  VERTCON   
 MZ2471  ___________________________________________________________________
 MZ2471  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MZ2471  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2471
 MZ2471  HORZ ORDER  -  THIRD
 MZ2471
 MZ2471.The horizontal coordinates were established by classical geodetic methods
 MZ2471.and adjusted by the National Geodetic Survey in January 1999..
 MZ2471
 MZ2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2471
 MZ2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2471
 MZ2471.The geoid height was determined by GEOID03.
 MZ2471
 MZ2471;                    North         East     Units Scale Factor Converg.
 MZ2471;SPC NY E     -   428,346.498   205,391.507   MT  0.99993774   +0 27 30.0
 MZ2471;SPC NY E     - 1,405,333.47    673,855.30   sFT  0.99993774   +0 27 30.0
 MZ2471;UTM  18      - 4,726,948.515   596,334.463   MT  0.99971417   +0 47 50.6
 MZ2471
 MZ2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2471!SPC NY E     -   0.99998221  x   0.99993774  =   0.99991995
 MZ2471!UTM  18      -   0.99998221  x   0.99971417  =   0.99969638
 MZ2471
 MZ2471                          SUPERSEDED SURVEY CONTROL
 MZ2471
 MZ2471  NAD 83(1996)-  42 41 20.35224(N)    073 49 26.48675(W) AD(       ) 4
 MZ2471  NAD 83(1996)-  42 41 20.35243(N)    073 49 26.48680(W) AD(       ) 4
 MZ2471  NAD 83(1992)-  42 41 20.35265(N)    073 49 26.48654(W) AD(       ) 4
 MZ2471  NAD 83(1992)-  42 41 20.35286(N)    073 49 26.48662(W) AD(       ) 4
 MZ2471  NAD 83(1986)-  42 41 20.35298(N)    073 49 26.48585(W) AD(       ) 4
 MZ2471  NAD 27      -  42 41 20.07149(N)    073 49 28.03966(W) AD(       ) 3
 MZ2471  NGVD 29 (07/19/86)  145.0    (m)          476.     (f) VERT ANG       
 MZ2471
 MZ2471.Superseded values are not recommended for survey control.
 MZ2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2471.See file dsdata.txt to determine how the superseded data were derived.
 MZ2471
 MZ2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9633426949(NAD 83)
 MZ2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2471+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 MZ2471
 MZ2471  HISTORY     - Date     Condition        Report By
 MZ2471  HISTORY     - 1976     FIRST OBSERVED   NYDT
 MZ2471  HISTORY     - 19980715 GOOD             USPSQD
 MZ2471  HISTORY     - 20030122 GOOD             USPSQD
 MZ2471
 MZ2471                          STATION DESCRIPTION
 MZ2471
 MZ2471'DESCRIBED BY NY DEPT OF TRANSP 1976 (RFH)
 MZ2471'THE STATION IS THE RED OBSTRUCTION LIGHT NEAR THE CENTER OF THE ROOF
 MZ2471'OF THE STATE UNIVERSITY OF NEW YORK LIVINGSTON TOWER WHICH IS THE
 MZ2471'NORTHERN MOST OF FOUR SIMILAR BUILDINGS AT THE UPTOWN (NEWER) CAMPUS.
 MZ2471
 MZ2471                          STATION RECOVERY (1998)
 MZ2471
 MZ2471'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2471'RECOVERED IN GOOD CONDITION.
 MZ2471
 MZ2471                          STATION RECOVERY (2003)
 MZ2471
 MZ2471'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 MZ2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2474 ***********************************************************************
 MZ2474  DESIGNATION -  ALBANY SUNY MOHAWK LIGHT
 MZ2474  PID         -  MZ2474
 MZ2474  STATE/COUNTY-  NY/ALBANY
 MZ2474  USGS QUAD   -  ALBANY (1980)
 MZ2474
 MZ2474                         *CURRENT SURVEY CONTROL
 MZ2474  ___________________________________________________________________
 MZ2474* NAD 83(1996)-  42 40 59.96337(N)    073 49 26.00589(W)     ADJUSTED  
 MZ2474* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 MZ2474  ___________________________________________________________________
 MZ2474  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MZ2474  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2474
 MZ2474  HORZ ORDER  -  THIRD
 MZ2474
 MZ2474.The horizontal coordinates were established by classical geodetic methods
 MZ2474.and adjusted by the National Geodetic Survey in January 1999..
 MZ2474
 MZ2474.The orthometric height was scaled from a topographic map.
 MZ2474
 MZ2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2474
 MZ2474.The geoid height was determined by GEOID03.
 MZ2474
 MZ2474;                    North         East     Units Scale Factor Converg.
 MZ2474;SPC NY E     -   427,717.575   205,407.464   MT  0.99993776   +0 27 30.2
 MZ2474;SPC NY E     - 1,403,270.08    673,907.65   sFT  0.99993776   +0 27 30.2
 MZ2474;UTM  18      - 4,726,319.838   596,354.137   MT  0.99971422   +0 47 50.6
 MZ2474
 MZ2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2474!SPC NY E     -   0.99998236  x   0.99993776  =   0.99992013
 MZ2474!UTM  18      -   0.99998236  x   0.99971422  =   0.99969659
 MZ2474
 MZ2474                          SUPERSEDED SURVEY CONTROL
 MZ2474
 MZ2474  NAD 83(1996)-  42 40 59.96588(N)    073 49 26.00683(W) AD(       ) 4
 MZ2474  NAD 83(1996)-  42 40 59.96607(N)    073 49 26.00687(W) AD(       ) 4
 MZ2474  NAD 83(1992)-  42 40 59.96629(N)    073 49 26.00661(W) AD(       ) 4
 MZ2474  NAD 83(1992)-  42 40 59.96650(N)    073 49 26.00669(W) AD(       ) 4
 MZ2474  NAD 83(1986)-  42 40 59.96685(N)    073 49 26.00584(W) AD(       ) 4
 MZ2474  NAD 27      -  42 40 59.68560(N)    073 49 27.55919(W) AD(       ) 3
 MZ2474
 MZ2474.Superseded values are not recommended for survey control.
 MZ2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2474.See file dsdata.txt to determine how the superseded data were derived.
 MZ2474
 MZ2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9635426320(NAD 83)
 MZ2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2474+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 MZ2474
 MZ2474  HISTORY     - Date     Condition        Report By
 MZ2474  HISTORY     - 1976     FIRST OBSERVED   NYDT
 MZ2474  HISTORY     - 19980715 GOOD             USPSQD
 MZ2474  HISTORY     - 20030122 GOOD             USPSQD
 MZ2474
 MZ2474                          STATION DESCRIPTION
 MZ2474
 MZ2474'DESCRIBED BY NY DEPT OF TRANSP 1976 (RFH)
 MZ2474'THE STATION IS THE RED OBSTRUCTION LIGHT ON THE TOP OF THE STATE
 MZ2474'UNIVERSITY OF NEW YORK MOHAWK TOWER WHICH IS THE SOUTHERNMOST OF FOUR
 MZ2474'SIMILAR BUILDINGS ON THE UPTOWN (NEWER) CAMPUS.  THE TOP FLOOR OF THIS
 MZ2474'BUILDING HOUSES THE UNIVERSITY WEATHER STATION.
 MZ2474
 MZ2474                          STATION RECOVERY (1998)
 MZ2474
 MZ2474'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2474'RECOVERED IN GOOD CONDITION.
 MZ2474
 MZ2474                          STATION RECOVERY (2003)
 MZ2474
 MZ2474'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 MZ2474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2472 ***********************************************************************
 MZ2472  DESIGNATION -  ALBANY SUNY STUYVESANT LIGHT
 MZ2472  PID         -  MZ2472
 MZ2472  STATE/COUNTY-  NY/ALBANY
 MZ2472  USGS QUAD   -  ALBANY (1980)
 MZ2472
 MZ2472                         *CURRENT SURVEY CONTROL
 MZ2472  ___________________________________________________________________
 MZ2472* NAD 83(1996)-  42 41 07.85472(N)    073 49 39.74500(W)     ADJUSTED  
 MZ2472* NAVD 88     -       142.0    (meters)     466.     (feet)  VERTCON   
 MZ2472  ___________________________________________________________________
 MZ2472  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MZ2472  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2472
 MZ2472  HORZ ORDER  -  THIRD
 MZ2472
 MZ2472.The horizontal coordinates were established by classical geodetic methods
 MZ2472.and adjusted by the National Geodetic Survey in January 1999..
 MZ2472
 MZ2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2472
 MZ2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2472
 MZ2472.The geoid height was determined by GEOID03.
 MZ2472
 MZ2472;                    North         East     Units Scale Factor Converg.
 MZ2472;SPC NY E     -   427,958.564   205,092.768   MT  0.99993733   +0 27 20.9
 MZ2472;SPC NY E     - 1,404,060.72    672,875.19   sFT  0.99993733   +0 27 20.9
 MZ2472;UTM  18      - 4,726,558.906   596,038.091   MT  0.99971347   +0 47 41.4
 MZ2472
 MZ2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2472!SPC NY E     -   0.99998265  x   0.99993733  =   0.99991998
 MZ2472!UTM  18      -   0.99998265  x   0.99971347  =   0.99969612
 MZ2472
 MZ2472                          SUPERSEDED SURVEY CONTROL
 MZ2472
 MZ2472  NAD 83(1996)-  42 41 07.85723(N)    073 49 39.74593(W) AD(       ) 4
 MZ2472  NAD 83(1996)-  42 41 07.85743(N)    073 49 39.74597(W) AD(       ) 4
 MZ2472  NAD 83(1992)-  42 41 07.85765(N)    073 49 39.74571(W) AD(       ) 4
 MZ2472  NAD 83(1992)-  42 41 07.85785(N)    073 49 39.74579(W) AD(       ) 4
 MZ2472  NAD 83(1986)-  42 41 07.85798(N)    073 49 39.74501(W) AD(       ) 4
 MZ2472  NAD 27      -  42 41 07.57533(N)    073 49 41.29679(W) AD(       ) 3
 MZ2472  NGVD 29 (07/19/86)  142.2    (m)          467.     (f) VERT ANG       
 MZ2472
 MZ2472.Superseded values are not recommended for survey control.
 MZ2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2472.See file dsdata.txt to determine how the superseded data were derived.
 MZ2472
 MZ2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9603826559(NAD 83)
 MZ2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2472+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 MZ2472
 MZ2472  HISTORY     - Date     Condition        Report By
 MZ2472  HISTORY     - 1976     FIRST OBSERVED   NYDT
 MZ2472  HISTORY     - 19980715 GOOD             USPSQD
 MZ2472  HISTORY     - 20030122 GOOD             USPSQD
 MZ2472
 MZ2472                          STATION DESCRIPTION
 MZ2472
 MZ2472'DESCRIBED BY NY DEPT OF TRANSP 1976 (RFH)
 MZ2472'THE STATION IS THE RED OBSTRUCTION LIGHT NEAR THE CENTER OF THE ROOF
 MZ2472'OF THE STATE UNIVERSITY OF NEW YORK STUYVESANT TOWER, THE WESTERN MOST
 MZ2472'OF FOUR SIMILAR BUILDINGS ON THE UPTOWN (NEWER) CAMPUS.
 MZ2472
 MZ2472                          STATION RECOVERY (1998)
 MZ2472
 MZ2472'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2472'RECOVERED IN GOOD CONDITION.
 MZ2472
 MZ2472                          STATION RECOVERY (2003)
 MZ2472
 MZ2472'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMW)
 MZ2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1962 ***********************************************************************
 NB1962  DESIGNATION -  ALBERT
 NB1962  PID         -  NB1962
 NB1962  STATE/COUNTY-  NY/MONROE
 NB1962  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1962
 NB1962                         *CURRENT SURVEY CONTROL
 NB1962  ___________________________________________________________________
 NB1962* NAD 83(1996)-  42 58 20.98931(N)    077 35 13.22524(W)     ADJUSTED  
 NB1962* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 NB1962  ___________________________________________________________________
 NB1962  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 NB1962  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NB1962
 NB1962  HORZ ORDER  -  FIRST
 NB1962
 NB1962.The horizontal coordinates were established by classical geodetic methods
 NB1962.and adjusted by the National Geodetic Survey in January 1999..
 NB1962
 NB1962.The orthometric height was scaled from a topographic map.
 NB1962
 NB1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1962
 NB1962.The geoid height was determined by GEOID03.
 NB1962
 NB1962;                    North         East     Units Scale Factor Converg.
 NB1962;SPC NY W     -   330,596.548   431,272.856   MT  1.00001873   +0 40 45.0
 NB1962;SPC NY W     - 1,084,632.17  1,414,934.36   sFT  1.00001873   +0 40 45.0
 NB1962;SPC NY C     -   330,603.679   168,127.798   MT  1.00001993   -0 41 03.1
 NB1962;SPC NY C     - 1,084,655.57    551,599.28   sFT  1.00001993   -0 41 03.1
 NB1962;UTM  18      - 4,761,008.245   289,038.114   MT  1.00014754   -1 45 50.7
 NB1962
 NB1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1962!SPC NY W     -   0.99997132  x   1.00001873  =   0.99999005
 NB1962!SPC NY C     -   0.99997132  x   1.00001993  =   0.99999125
 NB1962!UTM  18      -   0.99997132  x   1.00014754  =   1.00011885
 NB1962
 NB1962|---------------------------------------------------------------------|
 NB1962| PID    Reference Object                     Distance      Geod. Az  |
 NB1962|                                                           dddmmss.s |
 NB1962| CZ9974 ALBERT RM 1                          87.344 METERS 05632     |
 NB1962| CZ9977 ALBERT 2 RM 3                                      17131     |
 NB1962| NB1984 ALBERT 2                             66.291 METERS 18100     |
 NB1962| NB1961 HONEOYE FALLS WATER TANK            APPROX. 2.2 KM 1935134.2 |
 NB1962| CZ9973 ROUTE 65 STA 1023+6                                2080845.5 |
 NB1962| CZ9975 ALBERT RM 2                         100.554 METERS 29902     |
 NB1962|---------------------------------------------------------------------|
 NB1962
 NB1962                          SUPERSEDED SURVEY CONTROL
 NB1962
 NB1962  NAD 83(1986)-  42 58 20.99694(N)    077 35 13.22241(W) AD(       ) 1
 NB1962  NAD 27      -  42 58 20.76930(N)    077 35 14.22717(W) AD(       ) 1
 NB1962
 NB1962.Superseded values are not recommended for survey control.
 NB1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1962.See file dsdata.txt to determine how the superseded data were derived.
 NB1962
 NB1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8903861008(NAD 83)
 NB1962_MARKER: DS = TRIANGULATION STATION DISK
 NB1962_SETTING: 80 = SET IN A BOULDER
 NB1962_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NB1962
 NB1962  HISTORY     - Date     Condition        Report By
 NB1962  HISTORY     - 1939     MONUMENTED       CGS
 NB1962  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NB1962  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 NB1962
 NB1962                          STATION DESCRIPTION
 NB1962
 NB1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1962'ABOUT 2.0 MILES, AIRLINE, NORTH-NORTHEAST OF THE CENTER OF HONEOYE
 NB1962'FALLS AND 1/4 MILE EAST OF STATE HIGHWAY 65, IN MENDON TOWNSHIP
 NB1962'ON PROPERTY OF F. ALBERT WHO LIVES ABOUT 1/4 MILE NORTHWEST OF
 NB1962'THE STATION.  STATION IS ON THE ONLY PROMINENT KNOLL IN THE
 NB1962'VICINITY AND ABOUT 175 FEET SOUTH OF AN EAST-WEST FENCE.
 NB1962'
 NB1962'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF A LANE AND 2 FEET
 NB1962'SOUTH OF AN EAST-WEST FENCE LINE.
 NB1962'
 NB1962'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF A LANE AND 2 FEET SOUTH
 NB1962'OF AN EAST-WEST FENCE LINE.
 NB1962'
 NB1962'NO. 1023+6 (N.Y. GEOD. S.), IS USED AS THE
 NB1962'AZIMUTH MARK.  A METAL SIGN U.S. MARKER IS ABOUT 5 PACES WEST OF
 NB1962'THE MARK.
 NB1962'
 NB1962'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 NB1962
 NB1962                          STATION RECOVERY (1966)
 NB1962
 NB1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 NB1962'STATION MARK AND BOTH RMS RECOVERED IN GOOD CONDITION AS
 NB1962'DESCRIBED.  AZIMUTH MARK, 1023+6 (N.Y. GEOD. S.) WAS NOT RECOVERED,
 NB1962'AFTER TURNING ANGLE FROM STATION AND MEASURING DISTANCE FROM ROAD.
 NB1962'
 NB1962'STATION MARK IS IN THE WAY OF CONSTRUCTION OF DWELLING OF MR.
 NB1962'ELMER SCHMIDT, AND WAS DESTROYED.  ALBERT 2 WAS ESTABLISHED,
 NB1962'SEE DESCRIPTION THEREOF.
 NB1962'
 NB1962'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1962'2.0 MILES NORTH-NORTHEAST OF HONEOYE FALLS.
 NB1962
 NB1962                          STATION RECOVERY (1994)
 NB1962
 NB1962'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1984 ***********************************************************************
 NB1984  DESIGNATION -  ALBERT 2
 NB1984  PID         -  NB1984
 NB1984  STATE/COUNTY-  NY/MONROE
 NB1984  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1984
 NB1984                         *CURRENT SURVEY CONTROL
 NB1984  ___________________________________________________________________
 NB1984* NAD 83(1996)-  42 58 18.84144(N)    077 35 13.27629(W)     ADJUSTED  
 NB1984* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 NB1984  ___________________________________________________________________
 NB1984  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 NB1984  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NB1984
 NB1984  HORZ ORDER  -  FIRST
 NB1984
 NB1984.The horizontal coordinates were established by classical geodetic methods
 NB1984.and adjusted by the National Geodetic Survey in January 1999..
 NB1984
 NB1984.The orthometric height was scaled from a topographic map.
 NB1984
 NB1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1984
 NB1984.The geoid height was determined by GEOID03.
 NB1984
 NB1984;                    North         East     Units Scale Factor Converg.
 NB1984;SPC NY W     -   330,530.257   431,272.484   MT  1.00001873   +0 40 45.0
 NB1984;SPC NY W     - 1,084,414.68  1,414,933.14   sFT  1.00001873   +0 40 45.0
 NB1984;SPC NY C     -   330,537.415   168,125.849   MT  1.00001994   -0 41 03.1
 NB1984;SPC NY C     - 1,084,438.17    551,592.89   sFT  1.00001994   -0 41 03.1
 NB1984;UTM  18      - 4,760,942.021   289,034.917   MT  1.00014755   -1 45 50.6
 NB1984
 NB1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1984!SPC NY W     -   0.99997100  x   1.00001873  =   0.99998973
 NB1984!SPC NY C     -   0.99997100  x   1.00001994  =   0.99999094
 NB1984!UTM  18      -   0.99997100  x   1.00014755  =   1.00011855
 NB1984
 NB1984|---------------------------------------------------------------------|
 NB1984| PID    Reference Object                     Distance      Geod. Az  |
 NB1984|                                                           dddmmss.s |
 NB1984| NB1962 ALBERT                               66.291 METERS 00100     |
 NB1984| CZ9977 ALBERT 2 RM 3                        11.122 METERS 09214     |
 NB1984| NB1981 HONEOYE FALLS UNITED METH CH        APPROX. 2.2 KM 1835031.2 |
 NB1984| NB1961 HONEOYE FALLS WATER TANK            APPROX. 2.1 KM 1941524.0 |
 NB1984| CZ9976 ALBERT 2 AZ MK                                     2240156.8 |
 NB1984| CZ9975 ALBERT RM 2                         144.171 METERS 32301     |
 NB1984|---------------------------------------------------------------------|
 NB1984
 NB1984                          SUPERSEDED SURVEY CONTROL
 NB1984
 NB1984  NAD 83(1986)-  42 58 18.84917(N)    077 35 13.27345(W) AD(       ) 1
 NB1984  NAD 27      -  42 58 18.62144(N)    077 35 14.27826(W) AD(       ) 1
 NB1984
 NB1984.Superseded values are not recommended for survey control.
 NB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1984.See file dsdata.txt to determine how the superseded data were derived.
 NB1984
 NB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8903560942(NAD 83)
 NB1984_MARKER: DS = TRIANGULATION STATION DISK
 NB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1984
 NB1984  HISTORY     - Date     Condition        Report By
 NB1984  HISTORY     - 1966     MONUMENTED       CGS
 NB1984  HISTORY     - 1969     GOOD             CGS
 NB1984  HISTORY     - 20010331 GOOD             NGS
 NB1984
 NB1984                          STATION DESCRIPTION
 NB1984
 NB1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (NCS)
 NB1984'(RM 1 1939 IS NOT VISIBLE FROM THE GROUND).
 NB1984'
 NB1984'STATION IS LOCATED 1.4 MILES NORTH-NORTHEAST OF THE CENTER OF
 NB1984'HONEOYE FALLS AND 0.3 MILE EAST OF STATE HIGHWAY 65, IN MENDON
 NB1984'TOWNSHIP ON PROPERTY OF ELMER SCHMIDT, WHOSE RESIDENCE IS AT THE
 NB1984'HIGHEST PART OF THE HILL.  STATION MARK IS A STANDARD DISK
 NB1984'STAMPED ALBERT 2 1966, SET IN THE TOP OF A SQUARE CONCRETE
 NB1984'MONUMENT THAT PROJECTS 4 INCHES.  IT IS ABOUT 200 FEET SOUTH OF
 NB1984'AND 6 FEET LOWER THAN THE PROPOSED DWELLING, 20 FEET SOUTH OF
 NB1984'THE PRESENT DRIVEWAY, 11.5 FEET NORTH OF A FENCE, AND 11.3
 NB1984'FEET NORTH OF A METAL WITNESS POST.
 NB1984'
 NB1984'RM 1 IS A STANDARD DISK STAMPED ALBERT NO 1 1939, SET IN THE
 NB1984'TOP OF A CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  IT IS IN THE
 NB1984'WILD HEDGEROW, 134 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE
 NB1984'AND TOOL SHED, 14 FEET NORTH OF THE CENTER OF A FIELD ROAD AND
 NB1984'2 FEET SOUTH OF A WIRE FENCE.  THE ARROW DOES NOT POINT TO ALBERT
 NB1984'2.
 NB1984'
 NB1984'RM 2 IS A STANDARD DISK STAMPED ALBERT 1939 NO 2, SET IN THE
 NB1984'TOP OF A CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  IT IS 86
 NB1984'FEET WEST OF THE CENTER OF A FIELD ROAD AT THE OPENING OF THE
 NB1984'FENCE, 44 FEET WEST OF POLE NO. 221-5, 12 FEET NORTH OF THE
 NB1984'CENTER OF THE FIELD ROAD THAT PARALLELS THE FENCE AND 1 FOOT
 NB1984'SOUTH OF A WIRE FENCE.
 NB1984'
 NB1984'RM 3 IS A STANDARD DISK STAMPED ALBERT 2 NO 3 1966, SET IN THE
 NB1984'TOP OF A BOULDER THAT PROJECTS 2 INCHES.  IT IS ON THE SOUTH
 NB1984'SIDE OF THE FIELD, ABOUT 200 FEET SOUTH OF THE PROPOSED HOUSE,
 NB1984'AND 10.8 FEET NORTH OF A WIRE FENCE.
 NB1984'
 NB1984'AZIMUTH MARK IS HONEOYE FALLS WATER TANK 1939, AN ELEVATED
 NB1984'STEEL TANK SUPPORTED BY FOUR LEGS, WITH A CONICAL ROOF AND BALL
 NB1984'ON TOP, WHICH WAS THE POINT OBSERVED.  IT IS LOCATED IN THE
 NB1984'CENTRAL SECTION OF HONEOYE FALLS, BESIDE THE TRACKS 200 FEET
 NB1984'EAST OF THE RAILROAD STATION, 150 FEET EAST OF NORTON STREET AND
 NB1984'150 FEET SOUTH OF LEHIGH STREET.
 NB1984
 NB1984                          STATION RECOVERY (1969)
 NB1984
 NB1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLH)
 NB1984'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NB1984'CONDITION.  RM 1 1939 IS NOT VISIBLE FROM THE GROUND AND NO
 NB1984'MEASUREMENT COULD BE MADE.  THE DISTANCE AND DIRECTION TO RM 2
 NB1984'AND RM 3 CHECKED WITH THE PREVIOUS DESCRIPTION.  A NEW AZ MK WAS
 NB1984'ESTABLISHED AT THIS TIME.
 NB1984'
 NB1984'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NB1984'
 NB1984'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHWEST OF MENDON,
 NB1984'3-1/2 MILES SOUTHEAST OF RUSH, 1-1/2 MILES NORTH OF HONEOYE
 NB1984'FALLS AND ON PROPERTY OWNED BY MR. ELMER SCHMIDT.
 NB1984'
 NB1984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 AND
 NB1984'251 ABOUT 3 MILES NORTH OF HONEOYE FALLS, GO SOUTH ON HIGHWAY 65
 NB1984'FOR 1.5 MILES TO A DRIVEWAY LEFT.  (TO REACH THE AZ MK FROM HERE
 NB1984'CONTINUE SOUTH ON HIGHWAY 65 FOR 0.3 MILE TO THE MARK ON THE
 NB1984'RIGHT.) TURN LEFT AND GO EAST ON A GRAVELED DRIVEWAY FOR 0.2
 NB1984'MILE TO THE STATION ON THE RIGHT.
 NB1984'
 NB1984'STATION MARK, STAMPED ALBERT 2 1966 IS A STANDARD DISK SET IN A
 NB1984'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 15 FEET
 NB1984'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 11 FEET NORTH OF A WIRE
 NB1984'FENCE AND A METAL WITNESS POST AND 7 FEET NORTHEAST OF A LAMP POST.
 NB1984'
 NB1984'RM 1, STAMPED ALBERT NO 1 1939 IS A STANDARD DISK SET IN A
 NB1984'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 134 FEET
 NB1984'EAST OF THE NORTHEAST CORNER OF A GARAGE, 15 FEET SOUTH OF THE
 NB1984'CENTER OF A FIELD ROAD AND 4 FEET EAST OF A TRIPLE TRUNK ELM TREE.
 NB1984'
 NB1984'RM 2, STAMPED ALBERT NO 2 1939 IS A STANDARD DISK SET IN A
 NB1984'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 43 FEET
 NB1984'WEST OF POWER POLE NUMBER 221-5, 12 FEET SOUTH OF THE CENTER OF
 NB1984'A FIELD ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 NB1984'
 NB1984'RM 3, STAMPED ALBERT 2 NO 3 1966 IS A STANDARD DISK CEMENTED IN
 NB1984'A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND
 NB1984'SURFACE.  IT IS 39.5 FEET SOUTH OF A LAMP POST, 38 FEET
 NB1984'SOUTHEAST OF THE CENTER OF THE DRIVEWAY AND 10.5 FEET NORTH OF A
 NB1984'WIRE FENCE.
 NB1984'
 NB1984'AZ MK, STAMPED ALBERT 2 1966 1969 IS A STANDARD DISK SET IN A
 NB1984'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 32.5
 NB1984'FEET WEST OF THE CENTER OF HIGHWAY 65, 31 FEET SOUTH OF THE
 NB1984'CENTER OF SIBLEY ROAD, 3 FEET SOUTH OF POWER POLE NUMBER 215 AND
 NB1984'2.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 NB1984'
 NB1984'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NB1984'
 NB1984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1984'1-1/2 MILES NORTH OF HONEOYE FALLS.
 NB1984
 NB1984                          STATION RECOVERY (2001)
 NB1984
 NB1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1984'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0488 ***********************************************************************
 OG0488  DESIGNATION -  ALBION
 OG0488  PID         -  OG0488
 OG0488  STATE/COUNTY-  NY/ORLEANS
 OG0488  USGS QUAD   -  ALBION (1976)
 OG0488
 OG0488                         *CURRENT SURVEY CONTROL
 OG0488  ___________________________________________________________________
 OG0488* NAD 83(1996)-  43 14 22.74343(N)    078 09 17.70245(W)     ADJUSTED  
 OG0488* NAVD 88     -       229.4    (meters)     753.     (feet)  VERTCON   
 OG0488  ___________________________________________________________________
 OG0488  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 OG0488  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OG0488
 OG0488  HORZ ORDER  -  SECOND
 OG0488
 OG0488.The horizontal coordinates were established by classical geodetic methods
 OG0488.and adjusted by the National Geodetic Survey in January 1999..
 OG0488
 OG0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0488
 OG0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0488
 OG0488.The geoid height was determined by GEOID03.
 OG0488
 OG0488;                    North         East     Units Scale Factor Converg.
 OG0488;SPC NY W     -   359,881.522   384,795.227   MT  0.99995239   +0 17 36.6
 OG0488;SPC NY W     - 1,180,711.29  1,262,449.01   sFT  0.99995239   +0 17 36.6
 OG0488;UTM  17      - 4,791,358.832   731,000.682   MT  1.00025646   +1 56 59.6
 OG0488
 OG0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0488!SPC NY W     -   0.99996959  x   0.99995239  =   0.99992198
 OG0488!UTM  17      -   0.99996959  x   1.00025646  =   1.00022604
 OG0488
 OG0488:                Primary Azimuth Mark                     Grid Az
 OG0488:SPC NY W     -  BROCKPORT RESET                          106 15 23.9
 OG0488:UTM  17      -  BROCKPORT RESET                          104 36 00.9
 OG0488
 OG0488|---------------------------------------------------------------------|
 OG0488| PID    Reference Object                     Distance      Geod. Az  |
 OG0488|                                                           dddmmss.s |
 OG0488| OF2480 BROCKPORT RESET                     APPROX.18.8 KM 1063300.5 |
 OG0488|---------------------------------------------------------------------|
 OG0488
 OG0488                          SUPERSEDED SURVEY CONTROL
 OG0488
 OG0488  NAD 83(1986)-  43 14 22.75107(N)    078 09 17.70074(W) AD(       ) 2
 OG0488  NAD 27      -  43 14 22.53937(N)    078 09 18.62389(W) AD(       ) 2
 OG0488  NGVD 29 (07/19/86)  229.6    (m)          753.     (f) VERT ANG       
 OG0488
 OG0488.Superseded values are not recommended for survey control.
 OG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0488.See file dsdata.txt to determine how the superseded data were derived.
 OG0488
 OG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH3100191359(NAD 83)
 OG0488_MARKER: H = DRILL HOLE
 OG0488_SETTING: 0 = UNSPECIFIED SETTING
 OG0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0488
 OG0488  HISTORY     - Date     Condition        Report By
 OG0488  HISTORY     - 1972     MONUMENTED       NGS
 OG0488  HISTORY     - 19940820 GOOD             USPSQD
 OG0488
 OG0488                          STATION DESCRIPTION
 OG0488
 OG0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WAB)
 OG0488'STATION WAS RECOVERED, AS DESCRIBED IN 1875 AND ADDITIONAL USLS
 OG0488'RECOVERIES (UNPUBLISHED).
 OG0488'
 OG0488'THE 1/4 INCH DRILL HOLE IN THE COPING STONE MARKING THE STATION WAS
 OG0488'DRILLED OUT AND A STANDARD DISK WAS CEMENTED INTO THE STONE PLATFORM
 OG0488'OVER THE EXACT POINT OF THE 1875 STATION.
 OG0488'
 OG0488'A NEW DESCRIPTION FOLLOWS--
 OG0488'
 OG0488'STATION IS LOCATED IN MOUNT ALBION CEMETERY (EST. 1843) ABOUT 2
 OG0488'MILES EAST OF THE TOWN OF ALBION, ATOP A 60 FOOT HIGH STONE CIVIL
 OG0488'WAR MEMORIAL SITUATED ON THE HIGHEST POINT OF LAND IN THE CEMETERY
 OG0488'PROPER.
 OG0488'
 OG0488'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND EAST
 OG0488'AVENUE IN ALBION (N Y ROUTES 98 AND 31 RESPECTIVELY), PROCEED EAST
 OG0488'ON EAST AVENUE FOR 1.9 MILES TO THE ENTRANCE OF MT. ALBION CEMETERY
 OG0488'ON RIGHT (CEMETERY OFFICES, PERMISSION AND KEY TO MONUMENT-ON
 OG0488'LEFT).  PASS THROUGH THE GATE AND CEMETERY TO THE HIGH KNOB TO
 OG0488'THE SOUTH AND THE CONSPICUOUS MONUMENT AND STATION.  A SPIRAL
 OG0488'STAIRWAY INSIDE THE MONUMENT PROVIDES EASY ACCESS (WITH EQUIPMENT)
 OG0488'TO THE STATION ON THE HIGHEST POINT OF THE STRUCTURE.
 OG0488'
 OG0488'STATION MARK, STAMPED ALBION USLS 1875 - 1972, PROJECTS 1/4 INCH
 OG0488'ABOVE THE STONE PLATFORM AND IS 3.10 FEET WEST OF THE 4 INCH SPIRAL
 OG0488'STAIRWAY SUPPORT (AND CENTER OF MONUMENT), 2.48 FEET FROM THE
 OG0488'OUTER EDGE OF THE MONUMENT, 0.53 FEET FROM THE INNER EDGE
 OG0488'(STAIRWELL) AND 2.85 FEET FROM THE UPPERMOST STEP OF THE STAIRWAY.
 OG0488'
 OG0488'NO REFERENCE MARKS WERE SET NOR WERE THE OLD MARKS RECOVERED.
 OG0488'UNLIMITED AND UNRESTRICTED VISIBILITY IS AFFORDED FROM THE STATION.
 OG0488'
 OG0488'STATION LOCATED IN MOUNT ALBION CEMETARY (1843) ATOP A 60 FOOT HIGH
 OG0488'STONE CIVIL WAR MEMORIAL.
 OG0488'
 OG0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 OG0488'ALBION.
 OG0488'
 OG0488'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 OG0488
 OG0488                          STATION RECOVERY (1994)
 OG0488
 OG0488'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1593 ***********************************************************************
 OD1593  DESIGNATION -  ALC
 OD1593  PID         -  OD1593
 OD1593  STATE/COUNTY-  NY/SARATOGA
 OD1593  USGS QUAD   -  CORINTH (1968)
 OD1593
 OD1593                         *CURRENT SURVEY CONTROL
 OD1593  ___________________________________________________________________
 OD1593* NAD 83(1996)-  43 13 39.79900(N)    073 49 20.58412(W)     ADJUSTED  
 OD1593* NAVD 88     -       197.7    (meters)     649.     (feet)  VERTCON   
 OD1593  ___________________________________________________________________
 OD1593  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 OD1593  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 OD1593
 OD1593  HORZ ORDER  -  SECOND
 OD1593
 OD1593.The horizontal coordinates were established by classical geodetic methods
 OD1593.and adjusted by the National Geodetic Survey in January 1999..
 OD1593
 OD1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1593
 OD1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1593
 OD1593.The geoid height was determined by GEOID03.
 OD1593
 OD1593;                    North         East     Units Scale Factor Converg.
 OD1593;SPC NY E     -   488,191.105   205,043.515   MT  0.99993726   +0 27 50.8
 OD1593;SPC NY E     - 1,601,673.65    672,713.60   sFT  0.99993726   +0 27 50.8
 OD1593;UTM  18      - 4,786,776.578   595,630.696   MT  0.99971250   +0 48 23.8
 OD1593
 OD1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1593!SPC NY E     -   0.99997372  x   0.99993726  =   0.99991098
 OD1593!UTM  18      -   0.99997372  x   0.99971250  =   0.99968623
 OD1593
 OD1593|---------------------------------------------------------------------|
 OD1593| PID    Reference Object                     Distance      Geod. Az  |
 OD1593|                                                           dddmmss.s |
 OD1593| OD1596 ALC 1 SACGS 1973                    134.020 METERS 16015     |
 OD1593| DA2873 ALC 2                                              3360844.5 |
 OD1593|---------------------------------------------------------------------|
 OD1593
 OD1593                          SUPERSEDED SURVEY CONTROL
 OD1593
 OD1593  NAD 83(1996)-  43 13 39.80234(N)    073 49 20.58453(W) AD(       ) 2
 OD1593  NAD 83(1992)-  43 13 39.80286(N)    073 49 20.58439(W) AD(       ) 2
 OD1593  NAD 83(1986)-  43 13 39.80355(N)    073 49 20.58375(W) AD(       ) 2
 OD1593  NAD 27      -  43 13 39.54212(N)    073 49 22.14522(W) AD(       ) 2
 OD1593  NGVD 29 (07/19/86)  197.8    (m)          649.     (f) VERT ANG       
 OD1593
 OD1593.Superseded values are not recommended for survey control.
 OD1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1593.See file dsdata.txt to determine how the superseded data were derived.
 OD1593
 OD1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9563186777(NAD 83)
 OD1593_MARKER: DD = SURVEY DISK
 OD1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1593
 OD1593  HISTORY     - Date     Condition        Report By
 OD1593  HISTORY     - 1973     MONUMENTED       NY-091
 OD1593
 OD1593                          STATION DESCRIPTION
 OD1593
 OD1593'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1593'THE STATION IS APPROXIMATELY 1.50 MILE SOUTHEAST OF THE VILLAGE
 OD1593'OF CORINTH, 5.5 MILES NORTHWEST OF WILTON AND 3.5 MILES NORTHEAST
 OD1593'OF SOUTH CORINTH.
 OD1593'
 OD1593'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 OD1593'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05
 OD1593'MILE TO THE T-ROAD INTERSECTION OF STATE HIGHWAY 9N AND MAIN
 OD1593'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 0.95
 OD1593'MILE TO AZIMUTH MARK, ALC-2 (SACGS), ON THE RIGHT.  CONTINUE
 OD1593'SOUTHEAST ON MAIN STREET FOR 0.45 MILE TO THE STATION ON THE
 OD1593'LEFT.
 OD1593'
 OD1593'TO REACH THE AZIMUTH MARK, ALC-1 (SACGS), FROM THE STATION,
 OD1593'CONTINUE SOUTHEAST ON MAIN STREET FOR 0.10 MILE TO THE MARK ON
 OD1593'THE RIGHT.
 OD1593'
 OD1593'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1593'SURVEY STAMPED ALC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1593'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1593'GROUND.  IT IS LOCATED 15.7 FEET NORTHEAST OF THE CENTERLINE OF
 OD1593'MAIN STREET, 40.3 FEET SOUTHEAST OF RANGE LINE OFF THE SOUTHEAST
 OD1593'SIDE OF HOUSE 5285, 52.4 FEET SOUTHEAST OF THE MOST SOUTHERLY
 OD1593'3-INCH SPRUCE TREE, AND 4.0 FEET SOUTHWEST OF THE CENTER OF A
 OD1593'TELEPHONE CABLE JUNCTION BOX.  THE UNDERGROUND MARK IS SET IN
 OD1593'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1593'GROUND.
 OD1593'
 OD1593'AZIMUTH MARK, ALC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1593'COUNTY GEODETIC SURVEY STAMPED ALC-1.  IT IS SET IN THE TOP OF
 OD1593'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1593'GROUND.  IT IS LOCATED 19.5 FEET SOUTHWEST OF THE CENTERLINE OF
 OD1593'MAIN STREET, 73.8 FEET SOUTHWEST OF A 42-INCH MAPLE TREE, 46.5
 OD1593'FEET NORTHWEST OF A 42-INCH MAPLE TREE, 67.0 FEET NORTHWEST OF A
 OD1593'42-INCH MAPLE TREE, ALL ON NORTHEAST SIDE OF MAIN STREET, 76.4
 OD1593'FEET NORTHWEST OF THE CENTER OF A TELEPHONE CABLE JUNCTION BOX
 OD1593'ON THE EAST SIDE OF MAIN STREET.
 OD1593'
 OD1593'AZIMUTH MARK, ALC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1593'COUNTY GEODETIC SURVEY STAMPED ALC-2.  IT IS SET IN THE TOP OF
 OD1593'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1593'GROUND.  IT IS LOCATED 18.2 FEET SOUTHWEST OF THE CENTERLINE OF
 OD1593'MAIN STREET, 61.8 FEET SOUTHWEST OF A 14-INCH MAPLE TREE ON EAST
 OD1593'SIDE OF MAIN STREET, 66.9 FEET NORTHWEST OF POWER POLE NM 58 ON
 OD1593'THE EAST SIDE OF MAIN STREET, AND 36.4 FEET SOUTHEAST OF
 OD1593'NORTHWEST RANGE LINE AND 36.2 FEET NORTHWEST OF SOUTHEAST
 OD1593'RANGE LINE OF HOUSE 5207 ON THE EAST SIDE OF MAIN STREET.
 OD1593'
 OD1593'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1596 ***********************************************************************
 OD1596  DESIGNATION -  ALC 1 SACGS 1973
 OD1596  PID         -  OD1596
 OD1596  STATE/COUNTY-  NY/SARATOGA
 OD1596  USGS QUAD   -  CORINTH (1968)
 OD1596
 OD1596                         *CURRENT SURVEY CONTROL
 OD1596  ___________________________________________________________________
 OD1596* NAD 83(1996)-  43 13 35.71165(N)    073 49 18.57733(W)     ADJUSTED  
 OD1596* NAVD 88     -       199.1    (meters)     653.     (feet)  VERTCON   
 OD1596  ___________________________________________________________________
 OD1596  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 OD1596  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 OD1596
 OD1596  HORZ ORDER  -  SECOND
 OD1596
 OD1596.The horizontal coordinates were established by classical geodetic methods
 OD1596.and adjusted by the National Geodetic Survey in January 1999..
 OD1596
 OD1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1596
 OD1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1596
 OD1596.The geoid height was determined by GEOID03.
 OD1596
 OD1596;                    North         East     Units Scale Factor Converg.
 OD1596;SPC NY E     -   488,065.347   205,089.819   MT  0.99993732   +0 27 52.1
 OD1596;SPC NY E     - 1,601,261.06    672,865.51   sFT  0.99993732   +0 27 52.1
 OD1596;UTM  18      - 4,786,651.127   595,677.740   MT  0.99971261   +0 48 25.1
 OD1596
 OD1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1596!SPC NY E     -   0.99997350  x   0.99993732  =   0.99991083
 OD1596!UTM  18      -   0.99997350  x   0.99971261  =   0.99968612
 OD1596
 OD1596                          SUPERSEDED SURVEY CONTROL
 OD1596
 OD1596  NAD 83(1996)-  43 13 35.71498(N)    073 49 18.57776(W) AD(       ) 2
 OD1596  NAD 83(1992)-  43 13 35.71551(N)    073 49 18.57761(W) AD(       ) 2
 OD1596  NAD 83(1986)-  43 13 35.71621(N)    073 49 18.57697(W) AD(       ) 2
 OD1596  NAD 27      -  43 13 35.45474(N)    073 49 20.13851(W) AD(       ) 2
 OD1596  NGVD 29 (07/19/86)  199.2    (m)          654.     (f) VERT ANG       
 OD1596
 OD1596.Superseded values are not recommended for survey control.
 OD1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1596.See file dsdata.txt to determine how the superseded data were derived.
 OD1596
 OD1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9567886651(NAD 83)
 OD1596_MARKER: DD = SURVEY DISK
 OD1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1596+STABILITY: SURFACE MOTION
 OD1596
 OD1596  HISTORY     - Date     Condition        Report By
 OD1596  HISTORY     - 1973     MONUMENTED       NY-091
 OD1596
 OD1596                          STATION DESCRIPTION
 OD1596
 OD1596'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1596'STATION ALC SACGS IS APPROXIMATELY 1.50 MILE SOUTHEAST OF THE VILLAGE
 OD1596'OF CORINTH, 5.5 MILES NORTHWEST OF WILTON AND 3.5 MILES NORTHEAST
 OD1596'OF SOUTH CORINTH.
 OD1596'
 OD1596'TO REACH STATION ALC SACGS FROM THE POST OFFICE IN THE VILLAGE OF
 OD1596'CORINTH, GO EAST ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05
 OD1596'MILE TO THE T-ROAD INTERSECTION OF STATE HIGHWAY 9N AND MAIN
 OD1596'STREET.  CONTINUE SOUTHEAST ON MAIN STREET FOR 0.45 MILE TO THE
 OD1596'STATION ON THE LEFT.
 OD1596'
 OD1596'TO REACH THE AZIMUTH MARK, ALC-1 (SACGS), FROM THE STATION,
 OD1596'CONTINUE SOUTHEAST ON MAIN STREET FOR 0.10 MILE TO THE MARK ON
 OD1596'THE RIGHT.
 OD1596'
 OD1596'AZIMUTH MARK, ALC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1596'COUNTY GEODETIC SURVEY STAMPED ALC-1.  IT IS SET IN THE TOP OF
 OD1596'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1596'GROUND.  IT IS LOCATED 19.5 FEET SOUTHWEST OF THE CENTERLINE OF
 OD1596'MAIN STREET, 73.8 FEET SOUTHWEST OF A 42-INCH MAPLE TREE, 46.5
 OD1596'FEET NORTHWEST OF A 42-INCH MAPLE TREE, 67.0 FEET NORTHWEST OF A
 OD1596'42-INCH MAPLE TREE, ALL ON NORTHEAST SIDE OF MAIN STREET, 76.4
 OD1596'FEET NORTHWEST OF THE CENTER OF A TELEPHONE CABLE JUNCTION BOX
 OD1596'ON THE EAST SIDE OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1829 ***********************************************************************
 PH1829  DESIGNATION -  ALCOA USLS
 PH1829  PID         -  PH1829
 PH1829  STATE/COUNTY-  NY/ST LAWRENCE
 PH1829  USGS QUAD   -  MASSENA (1964)
 PH1829
 PH1829                         *CURRENT SURVEY CONTROL
 PH1829  ___________________________________________________________________
 PH1829* NAD 83(1996)-  44 58 02.74237(N)    074 53 58.32555(W)     ADJUSTED  
 PH1829* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1829  ___________________________________________________________________
 PH1829  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PH1829  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 PH1829
 PH1829  HORZ ORDER  -  THIRD
 PH1829
 PH1829.The horizontal coordinates were established by classical geodetic methods
 PH1829.and adjusted by the National Geodetic Survey in January 1999..
 PH1829
 PH1829.The orthometric height was scaled from a topographic map.
 PH1829
 PH1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1829
 PH1829.The geoid height was determined by GEOID03.
 PH1829
 PH1829;                    North         East     Units Scale Factor Converg.
 PH1829;SPC NY E     -   681,332.508   118,483.248   MT  0.99991221   -0 16 56.5
 PH1829;SPC NY E     - 2,235,338.40    388,723.79   sFT  0.99991221   -0 16 56.5
 PH1829;UTM  18      - 4,979,337.031   507,922.674   MT  0.99960077   +0 04 15.6
 PH1829
 PH1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1829!SPC NY E     -   0.99999295  x   0.99991221  =   0.99990516
 PH1829!UTM  18      -   0.99999295  x   0.99960077  =   0.99959372
 PH1829
 PH1829:                Primary Azimuth Mark                     Grid Az
 PH1829:SPC NY E     -  CHANNEL LIGHT 44 IBC                     024 35 06.5
 PH1829:UTM  18      -  CHANNEL LIGHT 44 IBC                     024 13 54.4
 PH1829
 PH1829|---------------------------------------------------------------------|
 PH1829| PID    Reference Object                     Distance      Geod. Az  |
 PH1829|                                                           dddmmss.s |
 PH1829| PH1787 CHANNEL LIGHT 44 IBC                APPROX. 0.6 KM 0241810.0 |
 PH1829| PH1782 RUSHFORD USLS                       APPROX. 2.3 KM 0315150.2 |
 PH1829| PH1786 CHANNEL LIGHT 43 IBC                APPROX. 0.5 KM 0363741.5 |
 PH1829| PH1783 CHANNEL LIGHT 42 IBC                APPROX. 1.5 KM 0564719.4 |
 PH1829| PH1830 ROAD CHS                            354.489 METERS 24536     |
 PH1829| PH1794 TANK H C H S                        APPROX. 1.2 KM 2722500.7 |
 PH1829| PH1792 CHANNEL LIGHT 45 IBC                APPROX. 0.9 KM 2791645.6 |
 PH1829| PH1793 CHANNEL LIGHT 46 IBC                APPROX. 1.0 KM 2892311.0 |
 PH1829|---------------------------------------------------------------------|
 PH1829
 PH1829                          SUPERSEDED SURVEY CONTROL
 PH1829
 PH1829  NAD 83(1986)-  44 58 02.74489(N)    074 53 58.33451(W) AD(       ) 3
 PH1829  NAD 27      -  44 58 02.56800(N)    074 53 59.68800(W) AD(       ) 3
 PH1829
 PH1829.Superseded values are not recommended for survey control.
 PH1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1829.See file dsdata.txt to determine how the superseded data were derived.
 PH1829
 PH1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0792379337(NAD 83)
 PH1829_MARKER: Z = SEE DESCRIPTION
 PH1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1829+STABILITY: SURFACE MOTION
 PH1829
 PH1829  HISTORY     - Date     Condition        Report By
 PH1829  HISTORY     - 1954     MONUMENTED       USLS
 PH1829  HISTORY     - 1960     GOOD             IBC
 PH1829
 PH1829                          STATION DESCRIPTION
 PH1829
 PH1829'DESCRIBED BY US LAKE SURVEY 1954 (NWS)
 PH1829'ABOUT 2-1/2 MILES NORTHWEST OF MASSENA, NEW YORK ON THE EASTERN SIDE
 PH1829'OF HOPSONS BAY, AND NORTH OF THE ALCOA ALUMINUM NORTHERN PLANT.  THE
 PH1829'STATION IS IN LOW VEGETATION ABOUT 110 FEET NORTHWESTWARD FROM THE
 PH1829'CENTER OF THE DYKE EAST OF THE BAY, ABOUT 150 FEET EAST OF THE WATER
 PH1829'IN THE BAY, ABOUT 135 FEET EAST OF THE TOP OF THE GRADUALLY SLOPING
 PH1829'BANK AND ABOUT 300 FEET EAST - NORTHEASTERLY OF THE POINT WHERE THE
 PH1829'DYKE LEAVES THE NEW RIVER ROAD.
 PH1829'
 PH1829'STATION MARK--A UNITED STATES LAKE SURVEY BRONZE TABLET SET FLUSH
 PH1829'WITH THE GROUND IN A 6 - INCH CYLINDER OF CONCRETE 30 INCHES IN
 PH1829'LENGTH.  THE TABLET IS MARKED---U.S.L.S. ALCOA, 1954---.  THERE IS NO
 PH1829'SUBSURFACE MARK.
 PH1829
 PH1829                          STATION RECOVERY (1960)
 PH1829
 PH1829'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 PH1829'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1096 ***********************************************************************
 NC1096  DESIGNATION -  ALD ALD 1
 NC1096  PID         -  NC1096
 NC1096  STATE/COUNTY-  NY/ERIE
 NC1096  USGS QUAD   -  EAST AURORA (1965)
 NC1096
 NC1096                         *CURRENT SURVEY CONTROL
 NC1096  ___________________________________________________________________
 NC1096* NAD 83(1996)-  42 57 15.49963(N)    078 32 46.72104(W)     ADJUSTED  
 NC1096* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 NC1096  ___________________________________________________________________
 NC1096  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 NC1096  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NC1096
 NC1096  HORZ ORDER  -  SECOND
 NC1096
 NC1096.The horizontal coordinates were established by classical geodetic methods
 NC1096.and adjusted by the National Geodetic Survey in January 1999..
 NC1096
 NC1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1096
 NC1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1096
 NC1096.The geoid height was determined by GEOID03.
 NC1096
 NC1096;                    North         East     Units Scale Factor Converg.
 NC1096;SPC NY W     -   328,094.700   353,020.852   MT  0.99993761   +0 01 30.8
 NC1096;SPC NY W     - 1,076,424.03  1,158,202.58   sFT  0.99993761   +0 01 30.8
 NC1096;UTM  17      - 4,758,661.771   700,148.718   MT  1.00009284   +1 40 21.1
 NC1096
 NC1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1096!SPC NY W     -   0.99996785  x   0.99993761  =   0.99990546
 NC1096!UTM  17      -   0.99996785  x   1.00009284  =   1.00006069
 NC1096
 NC1096:                Primary Azimuth Mark                     Grid Az
 NC1096:SPC NY W     -  ALD ALD 1 AZ MK A                        224 23 37.0
 NC1096:UTM  17      -  ALD ALD 1 AZ MK A                        222 44 46.7
 NC1096
 NC1096|---------------------------------------------------------------------|
 NC1096| PID    Reference Object                     Distance      Geod. Az  |
 NC1096|                                                           dddmmss.s |
 NC1096| CZ9620 ALD ALD 1 AZ MK A                                  2242507.8 |
 NC1096|---------------------------------------------------------------------|
 NC1096
 NC1096                          SUPERSEDED SURVEY CONTROL
 NC1096
 NC1096  NAD 83(1986)-  42 57 15.50624(N)    078 32 46.71822(W) AD(       ) 2
 NC1096  NAD 27      -  42 57 15.29352(N)    078 32 47.62974(W) AD(       ) 2
 NC1096  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 NC1096
 NC1096.Superseded values are not recommended for survey control.
 NC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1096.See file dsdata.txt to determine how the superseded data were derived.
 NC1096
 NC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0014958662(NAD 83)
 NC1096_MARKER: DD = SURVEY DISK
 NC1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1096
 NC1096  HISTORY     - Date     Condition        Report By
 NC1096  HISTORY     - 1972     MONUMENTED       NY-029
 NC1096
 NC1096                          STATION DESCRIPTION
 NC1096
 NC1096'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1096'STATION IS LOCATED IN TOWN OF ALDEN ABOUT 2.75 MILES SOUTHEAST
 NC1096'OF THE COMMUNITY OF CLARENCE.  IT IS ALSO 3 MILES NORTH OF THE
 NC1096'VILLAGE OF ALDEN CENTER, AND 1.7 MILES NORTH OF THE ERIE COUNTY
 NC1096'PENITENTIARY.
 NC1096'
 NC1096'TO REACH FROM THE INTERSECTION OF GENESEE ST. (NY RTE 33) AND
 NC1096'NORTH MILLGROVE ROAD IN THE COMMUNITY OF MILLGROVE, GO NORTH ON
 NC1096'NORTH MILLGROVE ROAD FOR 0.3 MILES TO BUCKWHEAT ROAD.  TURN
 NC1096'RIGHT AND GO NORTHEAST ON BUCKWHEAT ROAD FOR 0.55 MILES TO
 NC1096'STATION ON RIGHT NEAR HOUSE NO. 11857.
 NC1096'
 NC1096'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1096'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-1
 NC1096'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1096'
 NC1096'AZIMUTH TO THE SOUTH WAS THE CENTERLINE OF THE BALL ON TOP OF
 NC1096'THE ELEVATED SILVER WATER TANK AT THE ERIE COUNTY PENITENTIARY
 NC1096'INDUSTRIAL FARM LOCATED SOUTH OF WALDEN AVE. AND BETWEEN
 NC1096'ELLICOTT CREEK AND WENDE ROAD.  IT IS ALSO BETWEEN THE
 NC1096'PENN-CENTRAL RAILROAD AND THE LEHIGH VALLEY RAILROAD.  IT IS ALSO
 NC1096'SIMILIAR TO A WATER TANK LOCATED FARTHER WEST AND NORTH AT THE
 NC1096'ERIE COUNTY HOME ON WALDEN AVE.
 NC1096'
 NC1096'DISTANCE AND DIRECTION FROM STATION
 NC1096'
 NC1096'RP-1 NORTHWEST CORNER OF BRICK HOUSE NO. 11857 139.41 FEET NE
 NC1096'
 NC1096'RP-2 SOUTHWEST CORNER OF BRICK HOUSE NO. 11857 150.03 FEET E
 NC1096'
 NC1096'RP-3 NORTHWEST CORNER OF ONE-STORY BLOCK BUILDING 143.31 FEET SE
 NC1096'
 NC1096'RP-4 CENTERLINE OF BUCKWHEAT ROAD 13.5 FEET NW
 NC1096'
 NC1096'RP-5 SIGN POST MARKING TOWNSHIP LINE 130 + OR - FEET NE
 NC1096'
 NC1096'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1096'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-1
 NC1096'AZ. A 1972.
 NC1096'
 NC1096'TO REACH FROM ALD-ALD-1, GO SOUTHWEST ON BUCKWHEAT ROAD FOR 0.25
 NC1096'MILES TO STATION ON RIGHT JUST PAST A LONG FARM BUILDING ON RIGHT
 NC1096'AND A HEAVY GROWTH OF EVERGREEN TREES ON THE LEFT SIDE OF ROAD.
 NC1096'
 NC1096'DISTANCE AND DIRECTION FROM STATION
 NC1096'
 NC1096'RP-1 SOUTH CORNER OF LONG FARM BUILDING 165.08 FEET N
 NC1096'
 NC1096'RP-2 PK NAIL IN CORNER FENCE POST AT CORNER OF EVERGREEN
 NC1096'GROVE 46.62 FEET SE
 NC1096'
 NC1096'RP-3 CENTERLINE OF BUCKWHEAT ROAD 14.3 FEET SE
 NC1096'
 NC1096'RP-4 NEAR EDGE OF 14 IN DIA. APPLE TREE 102.96 FEET NW
 NC1096'
 NC1096'RP-5 NEAR EDGE OF 12 IN DIA. APPLE TREE 106.36 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1069 ***********************************************************************
 NC1069  DESIGNATION -  ALD ALD 2
 NC1069  PID         -  NC1069
 NC1069  STATE/COUNTY-  NY/ERIE
 NC1069  USGS QUAD   -  EAST AURORA (1965)
 NC1069
 NC1069                         *CURRENT SURVEY CONTROL
 NC1069  ___________________________________________________________________
 NC1069* NAD 83(1996)-  42 56 21.83026(N)    078 31 40.89670(W)     ADJUSTED  
 NC1069* NAVD 88     -       245.     (meters)     804.     (feet)  VERTCON   
 NC1069  ___________________________________________________________________
 NC1069  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 NC1069  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NC1069
 NC1069  HORZ ORDER  -  SECOND
 NC1069
 NC1069.The horizontal coordinates were established by classical geodetic methods
 NC1069.and adjusted by the National Geodetic Survey in January 1999..
 NC1069
 NC1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1069
 NC1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1069
 NC1069.The geoid height was determined by GEOID03.
 NC1069
 NC1069;                    North         East     Units Scale Factor Converg.
 NC1069;SPC NY W     -   326,439.450   354,513.891   MT  0.99993775   +0 02 15.6
 NC1069;SPC NY W     - 1,070,993.43  1,163,100.99   sFT  0.99993775   +0 02 15.6
 NC1069;UTM  17      - 4,757,049.863   701,688.963   MT  1.00010046   +1 41 04.3
 NC1069
 NC1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1069!SPC NY W     -   0.99996706  x   0.99993775  =   0.99990481
 NC1069!UTM  17      -   0.99996706  x   1.00010046  =   1.00006751
 NC1069
 NC1069:                Primary Azimuth Mark                     Grid Az
 NC1069:SPC NY W     -  ALD ALD 2 AZ MK A                        253 57 18.6
 NC1069:UTM  17      -  ALD ALD 2 AZ MK A                        252 18 29.9
 NC1069
 NC1069|---------------------------------------------------------------------|
 NC1069| PID    Reference Object                     Distance      Geod. Az  |
 NC1069|                                                           dddmmss.s |
 NC1069| CZ9621 ALD ALD 2 AZ MK A                                  2535934.2 |
 NC1069| CZ9622 ALD ALD 2 AZ MK B                                  2820043.3 |
 NC1069|---------------------------------------------------------------------|
 NC1069
 NC1069                          SUPERSEDED SURVEY CONTROL
 NC1069
 NC1069  NAD 83(1986)-  42 56 21.83693(N)    078 31 40.89381(W) AD(       ) 2
 NC1069  NAD 27      -  42 56 21.62348(N)    078 31 41.80803(W) AD(       ) 2
 NC1069  NGVD 29 (07/19/86)  245.     (m)          804.     (f) VERT ANG       
 NC1069
 NC1069.Superseded values are not recommended for survey control.
 NC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1069.See file dsdata.txt to determine how the superseded data were derived.
 NC1069
 NC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0168957050(NAD 83)
 NC1069_MARKER: DD = SURVEY DISK
 NC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1069
 NC1069  HISTORY     - Date     Condition        Report By
 NC1069  HISTORY     - 1972     MONUMENTED       NY-029
 NC1069
 NC1069                          STATION DESCRIPTION
 NC1069
 NC1069'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1069'STATION IS LOCATED IN TOWN OF ALDEN ABOUT 2 MILES NORTH OF THE
 NC1069'COMMUNITY OF ALDEN CENTER.  IT IS ALSO 1 MILE NORTHEAST OF THE
 NC1069'ERIE COUNTY PENITENTIARY AND 2 MILES SOUTH OF THE N.Y. THRUWAY
 NC1069'(INTERSTATE 90).
 NC1069'
 NC1069'TO REACH FROM THE INTERSECTION OF GENESEE ST. (NY RTE. 33) AND
 NC1069'WALDEN AVE. IN TOWN OF ALDEN, GO NORTHWEST ON GENESEE STREET FOR
 NC1069'0.05 MILES TO STATION ON RIGHT AT HOUSE NO. 12328.
 NC1069'
 NC1069'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1069'CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-2
 NC1069'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1069'
 NC1069'DISTANCE AND DIRECTION FROM STATION
 NC1069'
 NC1069'RP-1 CENTERLINE OF GENESEE STREET 21.3 FEET S
 NC1069'
 NC1069'RP-2 BASE OF HIGHWAY SIGN POST RTE. 33 WEST 12.63 FEET W
 NC1069'
 NC1069'RP-3 PK NAIL IN POWER POLE NO. NYSEG V-582--21.80 FEET NW
 NC1069'
 NC1069'RP-4 NORTHWEST CORNER OF WEST WING OF HOUSE NO. 12328 59.02
 NC1069'FEET NE
 NC1069'
 NC1069'RP-5 SOUTHEAST CORNER OF SOUTH WING OF HOUSE NO. 12328 50.13
 NC1069'FEET NE
 NC1069'
 NC1069'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1069'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-2
 NC1069'AZ. A 1972.
 NC1069'
 NC1069'TO REACH FROM ALD-ALD-2, GO SOUTHEAST ON GENESEE ST. (NY RTE.33)
 NC1069'FOR 300 FEET TO WALDEN AVE.  TURN RIGHT AND GO SOUTHWEST ON
 NC1069'WALDEN AVE. FOR 0.4 MILES TO STATION ON LEFT OPPOSITE HOUSE
 NC1069'NO. 12178.
 NC1069'
 NC1069'DISTANCE AND DIRECTION FROM STATION
 NC1069'
 NC1069'RP-1 EDGE OF POWER POLE NO. NYSEG F/286 67.30 FEET NE
 NC1069'
 NC1069'RP-2 FACE OF CONCRETE RIGHT-OF-WAY MARKER 2.25 FEET SE
 NC1069'
 NC1069'RP-3 CENTERLINE OF WALDEN AVE.  25.3 FEET NW
 NC1069'
 NC1069'RP-4 SOUTHWEST CORNER OF SOUTH WING OF FOUNDATION OF HOUSE
 NC1069'NO. 12178 136.10 FEET NE
 NC1069'
 NC1069'RP-5 SOUTHEAST CORNER OF PORCH FOUNDATION OF HOUSE
 NC1069'NO. 12178 148.20 FEET NE
 NC1069'
 NC1069'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1069'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-2
 NC1069'AZ. B 1972.
 NC1069'
 NC1069'TO REACH FROM ALD-ALD-2, GO NORTHWEST ON GENESEE STREET FOR
 NC1069'0.3 MILES TO STATION ON LEFT BETWEEN HOUSES NOS. 12143 AND 12129.
 NC1069'
 NC1069'DISTANCE AND DIRECTION FROM STATION
 NC1069'
 NC1069'RP-1 CENTERLINE OF GENESEE STREET 21.1 FEET N
 NC1069'
 NC1069'RP-2 NORTHWEST CORNER OF GARAGE FOR HOUSE NO. 12143 74.25
 NC1069'FEET SE
 NC1069'
 NC1069'RP-3 NORTHWEST CORNER OF FOUNDATION OF HOUSE NO. 12129 114.44
 NC1069'FEET SW
 NC1069'
 NC1069'RP-4 NORTHEAST CORNER OF GARAGE FOR HOUSE NO. 12129 61.83
 NC1069'FEET SW
 NC1069'
 NC1069'RP-5 CENTERLINE OF DRIVEWAY FOR HOUSE NO. 12129 16.9 FEET W
 NC1069'
 NC1069'RP-6 CENTERLINE OF POHL ROAD (0.05 MILES, APPROX.) E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1092 ***********************************************************************
 NC1092  DESIGNATION -  ALD ALD 3
 NC1092  PID         -  NC1092
 NC1092  STATE/COUNTY-  NY/ERIE
 NC1092  USGS QUAD   -  EAST AURORA (1965)
 NC1092
 NC1092                         *CURRENT SURVEY CONTROL
 NC1092  ___________________________________________________________________
 NC1092* NAD 83(1996)-  42 54 38.03073(N)    078 33 19.85527(W)     ADJUSTED  
 NC1092* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 NC1092  ___________________________________________________________________
 NC1092  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 NC1092  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NC1092
 NC1092  HORZ ORDER  -  SECOND
 NC1092
 NC1092.The horizontal coordinates were established by classical geodetic methods
 NC1092.and adjusted by the National Geodetic Survey in January 1999..
 NC1092
 NC1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1092
 NC1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1092
 NC1092.The geoid height was determined by GEOID03.
 NC1092
 NC1092;                    North         East     Units Scale Factor Converg.
 NC1092;SPC NY W     -   323,235.424   352,271.450   MT  0.99993756   +0 01 08.2
 NC1092;SPC NY W     - 1,060,481.55  1,155,743.92   sFT  0.99993756   +0 01 08.2
 NC1092;UTM  17      - 4,753,782.217   699,539.165   MT  1.00008985   +1 39 53.6
 NC1092
 NC1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1092!SPC NY W     -   0.99996784  x   0.99993756  =   0.99990540
 NC1092!UTM  17      -   0.99996784  x   1.00008985  =   1.00005768
 NC1092
 NC1092:                Primary Azimuth Mark                     Grid Az
 NC1092:SPC NY W     -  ALD ALD 3 AZ MK A                        087 24 27.7
 NC1092:UTM  17      -  ALD ALD 3 AZ MK A                        085 45 42.3
 NC1092
 NC1092|---------------------------------------------------------------------|
 NC1092| PID    Reference Object                     Distance      Geod. Az  |
 NC1092|                                                           dddmmss.s |
 NC1092| CZ9623 ALD ALD 3 AZ MK A                                  0872535.9 |
 NC1092| CZ9624 ALD ALD 3 AZ MK B                                  2700542.8 |
 NC1092| NC1091 MILLGROVE CO HOME TANK              APPROX. 2.9 KM 3571614.7 |
 NC1092|---------------------------------------------------------------------|
 NC1092
 NC1092                          SUPERSEDED SURVEY CONTROL
 NC1092
 NC1092  NAD 83(1986)-  42 54 38.03731(N)    078 33 19.85225(W) AD(       ) 2
 NC1092  NAD 27      -  42 54 37.82357(N)    078 33 20.76410(W) AD(       ) 2
 NC1092  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 NC1092
 NC1092.Superseded values are not recommended for survey control.
 NC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1092.See file dsdata.txt to determine how the superseded data were derived.
 NC1092
 NC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9953953782(NAD 83)
 NC1092_MARKER: DD = SURVEY DISK
 NC1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1092
 NC1092  HISTORY     - Date     Condition        Report By
 NC1092  HISTORY     - 1972     MONUMENTED       NY-029
 NC1092
 NC1092                          STATION DESCRIPTION
 NC1092
 NC1092'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1092'STATION IS LOCATED IN TOWN OF ALDEN ABOUT 1.7 MILES WEST OF THE
 NC1092'COMMUNITY OF ALDEN CENTER.  IT IS ALSO 1.5 MILES SOUTHWEST OF
 NC1092'THE ERIE COUNTY PENITENTIARY AND 1.3 MILES NORTH OF US RTE. 20.
 NC1092'
 NC1092'TO REACH FROM THE INTERSECTION OF WESTWOOD ROAD AND SANDRIDGE
 NC1092'ROAD IN ALDEN CENTER, GO WEST ON WEST WOOD ROAD FOR 1.65 MILES
 NC1092'TO STATION ON LEFT OPPOSITE HOUSE NO. 11590.
 NC1092'
 NC1092'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1092'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-3
 NC1092'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1092'
 NC1092'AZIMUTH TO THE NORTH WAS THE CENTERLINE OF THE VENT ATOP THE
 NC1092'SILVER ELEVATED WATER TANK AT THE ERIE COUNTY HOME AND INFIRMARY
 NC1092'ON WALDEN AVENUE AT HOME ROAD.  IT IS SIMILIAR TO THE WATER TANK
 NC1092'AT THE ERIE COUNTY PENITENTIARY FARTHER TO THE EAST BUT
 NC1092'PENITENTIARY TANK IS NOT VISIBLE IN SUMMER MONTHS DUE TO FOLIAGE.
 NC1092'
 NC1092'DISTANCE AND DIRECTION FROM STATION
 NC1092'
 NC1092'RP-1 CENTER OF CORNER FENCE POST 71.11 FEET NE
 NC1092'
 NC1092'RP-2 SOUTHWEST CORNER OF 2-STORY FRAME HOUSE NO. 11590---115.0
 NC1092'FT. NE
 NC1092'
 NC1092'RP-3 CENTER OF METAL WITNESS POST 10.0 FEET S
 NC1092'
 NC1092'RP-4 PK NAIL IN 10 IN DIA. ASH TREE 35.42 FEET SW
 NC1092'
 NC1092'RP-5 CENTERLINE OF WESTWOOD ROAD 16.2 FEET N
 NC1092'
 NC1092'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1092'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-3
 NC1092'AZ. A 1972.
 NC1092'
 NC1092'TO REACH FROM ALD-ALD-3, GO EAST ON WESTWOOD RD. FOR 0.3 MILES
 NC1092'TO STATION ON LEFT BETWEEN HOUSES NOS. 11714 AND 11732.
 NC1092'
 NC1092'DISTANCE AND DIRECTION FROM STATION
 NC1092'
 NC1092'RP-1 SOUTHWEST CORNER OF FOUNDATION OF 2-STORY FRAME HOUSE
 NC1092'NO. 11732 89.41 FEET NE
 NC1092'
 NC1092'RP-2 CENTERLINE OF WESTWOOD ROAD 12.8 FEET S
 NC1092'
 NC1092'RP-3 SOUTHEAST CORNER OF BLOCK PORCH ON HOUSE
 NC1092'NO. 11714 93.56 FEET NW
 NC1092'
 NC1092'RP-4 SOUTHEAST CORNER OF GARAGE FOR HOUSE NO. 11714 96.63 FEET NW
 NC1092'
 NC1092'RP-5 CENTERLINE OF TWO-ROD ROAD (0.1 MILES, APPROX.) W
 NC1092'
 NC1092'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1092'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-ALD-3
 NC1092'AZ. B 1972.
 NC1092'
 NC1092'TO REACH FROM ALD-ALD-3, GO WEST ON WESTWOOD ROAD FOR 0.25 MILES
 NC1092'TO STATION ON RIGHT AT CULVERT CROSSING AND IN FRONT OF HOUSE
 NC1092'NO. 11458.
 NC1092'
 NC1092'DISTANCE AND DIRECTION FROM STATION
 NC1092'
 NC1092'RP-1 CENTERLINE OF WESTWOOD ROAD 15.3 FEET S
 NC1092'
 NC1092'RP-2 SOUTHWEST CORNER OF CONCRETE CULVERT WALL ON SOUTH SIDE OF
 NC1092'WESTWOOD ROAD 34.81 FEET SW
 NC1092'
 NC1092'RP-3 NORTHWEST CORNER OF CONCRETE CULVERT WALL ON NORTH SIDE OF
 NC1092'WESTWOOD ROAD 11.16 FEET W
 NC1092'
 NC1092'RP-4 NORTHEAST CORNER OF CONCRETE CULVERT WALL ON NORTH SIDE OF
 NC1092'WESTWOOD ROAD 3.83 FEET NW
 NC1092'
 NC1092'RP-5 SOUTHWEST CORNER OF FOUNDATION OF 1-STORY SHINGLE
 NC1092'HOUSE NO. 11458 87.90 FEET NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0954 ***********************************************************************
 NC0954  DESIGNATION -  ALD BEN 1
 NC0954  PID         -  NC0954
 NC0954  STATE/COUNTY-  NY/ERIE
 NC0954  USGS QUAD   -  COWLESVILLE (1949)
 NC0954
 NC0954                         *CURRENT SURVEY CONTROL
 NC0954  ___________________________________________________________________
 NC0954* NAD 83(1996)-  42 52 12.96944(N)    078 29 48.09782(W)     ADJUSTED  
 NC0954* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 NC0954  ___________________________________________________________________
 NC0954  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 NC0954  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NC0954
 NC0954  HORZ ORDER  -  SECOND
 NC0954
 NC0954.The horizontal coordinates were established by classical geodetic methods
 NC0954.and adjusted by the National Geodetic Survey in January 1999..
 NC0954
 NC0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0954
 NC0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0954
 NC0954.The geoid height was determined by GEOID03.
 NC0954
 NC0954;                    North         East     Units Scale Factor Converg.
 NC0954;SPC NY W     -   318,762.596   357,079.071   MT  0.99993812   +0 03 32.2
 NC0954;SPC NY W     - 1,045,806.95  1,171,516.92   sFT  0.99993812   +0 03 32.2
 NC0954;UTM  17      - 4,749,448.561   704,474.041   MT  1.00011439   +1 42 13.3
 NC0954
 NC0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0954!SPC NY W     -   0.99996091  x   0.99993812  =   0.99989903
 NC0954!UTM  17      -   0.99996091  x   1.00011439  =   1.00007529
 NC0954
 NC0954:                Primary Azimuth Mark                     Grid Az
 NC0954:SPC NY W     -  ALD BEN 1 AZ MK B                        180 26 43.9
 NC0954:UTM  17      -  ALD BEN 1 AZ MK B                        178 48 02.8
 NC0954
 NC0954|---------------------------------------------------------------------|
 NC0954| PID    Reference Object                     Distance      Geod. Az  |
 NC0954|                                                           dddmmss.s |
 NC0954| CZ9626 ALD BEN 1 AZ MK B                                  1803016.1 |
 NC0954| CZ9625 ALD BEN 1 AZ MK A                                  3595440.3 |
 NC0954|---------------------------------------------------------------------|
 NC0954
 NC0954                          SUPERSEDED SURVEY CONTROL
 NC0954
 NC0954  NAD 83(1986)-  42 52 12.97617(N)    078 29 48.09428(W) AD(       ) 2
 NC0954  NAD 27      -  42 52 12.76121(N)    078 29 49.01560(W) AD(       ) 2
 NC0954  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 NC0954
 NC0954.Superseded values are not recommended for survey control.
 NC0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0954.See file dsdata.txt to determine how the superseded data were derived.
 NC0954
 NC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0447449449(NAD 83)
 NC0954_MARKER: DD = SURVEY DISK
 NC0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0954
 NC0954  HISTORY     - Date     Condition        Report By
 NC0954  HISTORY     - 1972     MONUMENTED       NY-029
 NC0954
 NC0954                          STATION DESCRIPTION
 NC0954
 NC0954'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC0954'STATION IS LOCATED IN THE TOWN OF ALDEN ABOUT 2 MILES SOUTH OF
 NC0954'THE VILLAGE OF ALDEN.  IT IS ALSO 1.7 MILES WEST OF THE POINT
 NC0954'COMMON TO ERIE COUNTY, GENESEE COUNTY, AND WYOMING COUNTY.
 NC0954'
 NC0954'TO REACH FROM MAIN STREET AND COWLESVILLE ROAD IN THE VILLAGE
 NC0954'OF ALDEN, GO SOUTH ON COWLESVILLE ROAD FOR 2.1 MILES TO STATION
 NC0954'ON LEFT JUST PAST HOUSE
 NC0954'NO. 53.  COWLESVILLE ROAD ALSO KNOWN AS EXCHANGE ST.
 NC0954'
 NC0954'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0954'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC0954'ALD-BEN-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC0954'STAMPED THE SAME.
 NC0954'
 NC0954'AZIMUTH MARKS A AND B ARE DESCRIBED
 NC0954'
 NC0954'DISTANCE AND DIRECTION FROM STATION
 NC0954'
 NC0954'RP-1 NORTHWEST CORNER OF HOUSE NO. 53 216.29 FEET NE
 NC0954'
 NC0954'RP-2 SOUTHWEST CORNER OF HOUSE NO. 53 141.98 FEET NE
 NC0954'
 NC0954'RP-3 PK NAIL IN POWER POLE NO. NYT 61 57.77 FEET SW
 NC0954'
 NC0954'RP-4 RAILROAD SPIKE IN CENTERLINE OF COWLESVILLE ROAD (NY RTE. 239)
 NC0954'(EXCHANGE ST.) 17.06 FEET W
 NC0954'
 NC0954'RP-5 PK NAIL IN POWER POLE NO. NYT 60 223.63 FEET NW
 NC0954'
 NC0954'RP-6 EDGE OF YELLOW METAL WITNESS POST 3.0 FEET E
 NC0954'
 NC0954'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0954'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED ALD-BEN-1
 NC0954'AZ. A 1972.
 NC0954'
 NC0954'TO REACH FROM ALD-BEN-1, GO NORTH ON COWLESVILLE ROAD (NY RTE. 239)
 NC0954'FOR 0.55 MILES TO HENSKE ROAD AND STATION ON LEFT ON THE EXTENDED
 NC0954'CENTERLINE OF HENSKE RD.  COWLESVILLE ROAD IS ALSO KNOWN AS
 NC0954'EXCHANGE ST.
 NC0954'
 NC0954'DISTANCE AND DIRECTION FROM STATION
 NC0954'
 NC0954'RP-1 NORTHWEST CORNER OF HOUSE NO. 471 162.48 FEET SE
 NC0954'
 NC0954'RP-2 NEAR EDGE OF POWER POLE NO. NYSEG 548/46/260 NYT 46 15.54
 NC0954'FEET SW
 NC0954'
 NC0954'RP-3 CENTER OF INTERSECTION OF HENSKE ROAD AND COWLESVILLE ROAD
 NC0954'(EXCHANGE STREET) 21.3 FEET E
 NC0954'
 NC0954'RP-4 SOUTHEAST CORNER OF HOUSE NO. 506 91.41 FEET NW
 NC0954'
 NC0954'RP-5 NORTHEAST CORNER OF HOUSE NO. 506 123.29 FEET NW
 NC0954'
 NC0954'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0954'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC0954'ALD-BEN-1 AZ. B 1972.
 NC0954'
 NC0954'TO REACH FROM ALD-BEN-1, GO SOUTH ON COWLESVILLE ROAD (NY RTE. 239)
 NC0954'FOR 0.3 MILES TO STATION ON LEFT AT HOUSE
 NC0954'NO. 193.  ALDEN-COWLESVILLE ROAD IN THIS AREA IS ALSO KNOWN
 NC0954'AS EXCHANGE ST.
 NC0954'
 NC0954'DISTANCE AND DIRECTION FROM STATION
 NC0954'
 NC0954'RP-1 NORTHWEST CORNER OF HOUSE NO. 193 54.40 FEET E
 NC0954'
 NC0954'RP-2 SOUTHWEST CORNER OF HOUSE NO. 193 62.66 FEET SE
 NC0954'
 NC0954'RP-3 CENTERLINE OF EXCHANGE STREET 17.9 FEET W
 NC0954'
 NC0954'RP-4 EDGE OF POWER POLE NO. NYSEG AND NYT 67 50.42 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0956 ***********************************************************************
 NC0956  DESIGNATION -  ALD BEN 2
 NC0956  PID         -  NC0956
 NC0956  STATE/COUNTY-  NY/ERIE
 NC0956  USGS QUAD   -  COWLESVILLE (1949)
 NC0956
 NC0956                         *CURRENT SURVEY CONTROL
 NC0956  ___________________________________________________________________
 NC0956* NAD 83(1996)-  42 53 01.26730(N)    078 29 47.85653(W)     ADJUSTED  
 NC0956* NAVD 88     -       279.     (meters)     915.     (feet)  VERTCON   
 NC0956  ___________________________________________________________________
 NC0956  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 NC0956  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NC0956
 NC0956  HORZ ORDER  -  SECOND
 NC0956
 NC0956.The horizontal coordinates were established by classical geodetic methods
 NC0956.and adjusted by the National Geodetic Survey in January 1999..
 NC0956
 NC0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0956
 NC0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0956
 NC0956.The geoid height was determined by GEOID03.
 NC0956
 NC0956;                    North         East     Units Scale Factor Converg.
 NC0956;SPC NY W     -   320,252.904   357,083.013   MT  0.99993812   +0 03 32.4
 NC0956;SPC NY W     - 1,050,696.40  1,171,529.85   sFT  0.99993812   +0 03 32.4
 NC0956;UTM  17      - 4,750,938.632   704,435.194   MT  1.00011419   +1 42 15.0
 NC0956
 NC0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0956!SPC NY W     -   0.99996169  x   0.99993812  =   0.99989982
 NC0956!UTM  17      -   0.99996169  x   1.00011419  =   1.00007588
 NC0956
 NC0956:                Primary Azimuth Mark                     Grid Az
 NC0956:SPC NY W     -  ALD BEN 2 AZ MK A                        000 55 47.1
 NC0956:UTM  17      -  ALD BEN 2 AZ MK A                        359 17 04.5
 NC0956
 NC0956|---------------------------------------------------------------------|
 NC0956| PID    Reference Object                     Distance      Geod. Az  |
 NC0956|                                                           dddmmss.s |
 NC0956| CZ9627 ALD BEN 2 AZ MK A                                  0005919.5 |
 NC0956| CZ9625 ALD BEN 1 AZ MK A                                  1804015.9 |
 NC0956|---------------------------------------------------------------------|
 NC0956
 NC0956                          SUPERSEDED SURVEY CONTROL
 NC0956
 NC0956  NAD 83(1986)-  42 53 01.27404(N)    078 29 47.85308(W) AD(       ) 2
 NC0956  NAD 27      -  42 53 01.05945(N)    078 29 48.77398(W) AD(       ) 2
 NC0956  NGVD 29 (07/19/86)  279.     (m)          915.     (f) VERT ANG       
 NC0956
 NC0956.Superseded values are not recommended for survey control.
 NC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0956.See file dsdata.txt to determine how the superseded data were derived.
 NC0956
 NC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0443550939(NAD 83)
 NC0956_MARKER: DD = SURVEY DISK
 NC0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0956
 NC0956  HISTORY     - Date     Condition        Report By
 NC0956  HISTORY     - 1972     MONUMENTED       NY-029
 NC0956
 NC0956                          STATION DESCRIPTION
 NC0956
 NC0956'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC0956'STATION IS LOCATED IN THE TOWN OF ALDEN ABOUT 1 MILE SOUTH OF
 NC0956'THE VILLAGE OF ALDEN.  IT IS ALSO 2 MILES NORTHWEST OF THE POINT
 NC0956'COMMON TO ERIE COUNTY, GENESEE COUNTY AND WYOMING COUNTY.
 NC0956'
 NC0956'TO REACH FROM MAIN STREET AND COWLESVILLE ROAD IN THE VILLAGE OF
 NC0956'ALDEN, GO SOUTH ON COWLESVILLE ROAD FOR 1.15 MILES TO STATION ON
 NC0956'ON RIGHT AT HOUSE NO. 750.  COWLESVILLE ROAD ALSO KNOWN AS
 NC0956'EXCHANGE ST.
 NC0956'
 NC0956'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0956'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC0956'ALD-BEN-2 1972.  AN UNDERGROUND DISK WAS SET AND STAMPED THE SAME.
 NC0956'
 NC0956'AZIMUTH A IS DESCRIBED ON PAGE 2.
 NC0956'
 NC0956'SEE DESCRIPTION OF ALD-BEN-1 AZ. A FOR AZIMUTH TO SOUTH.
 NC0956'
 NC0956'DISTANCE AND DIRECTION FROM STATION
 NC0956'
 NC0956'RP-1 SOUTHWEST CORNER OF HOUSE NO. 757 157.64 FEET NE
 NC0956'
 NC0956'RP-2 CENTERLINE OF EXCHANGE STREET 20.9 FEET E
 NC0956'
 NC0956'RP-3 PK NAIL IN POLE NO. NYT 6 NYSEG 548/36 79.87 FEET N
 NC0956'
 NC0956'RP-4 NORTHEAST CORNER OF EAST WING OF HOUSE NO. 750 72.17 FEET NW
 NC0956'
 NC0956'RP-5 SOUTHEAST CORNER OF HOUSE NO. 750 60.54 FEET W
 NC0956'
 NC0956'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0956'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC0956'ALD-BEN-2 AZ. A 1972.
 NC0956'
 NC0956'TO REACH FROM ALD-BEN-2, GO NORTH ON ALDEN-COWLESVILLE ROAD
 NC0956'(NY RTE. 239), ALSO KNOWN AS EXCHANGE ST., FOR 0.6 MILES TO
 NC0956'STATION ON LEFT BETWEEN HOUSES NOS. 1094 AND 1110.
 NC0956'
 NC0956'DISTANCE AND DIRECTION FROM STATION
 NC0956'
 NC0956'RP-1 CENTERLINE OF EXCHANGE ST.  17.2 FEET E
 NC0956'
 NC0956'RP-2 NORTHEAST CORNER OF HOUSE NO. 1094 67.20 FEET SW
 NC0956'
 NC0956'RP-3 SOUTHWEST CORNER OF HOUSE NO. 1110 104.74 FEET NW
 NC0956'
 NC0956'RP-4 SOUTHEAST CORNER OF HOUSE NO. 1110 (MEASURED FROM HOUSE,
 NC0956'NOT PORCH) 68.80 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0959 ***********************************************************************
 NC0959  DESIGNATION -  ALD CAS 1
 NC0959  PID         -  NC0959
 NC0959  STATE/COUNTY-  NY/ERIE
 NC0959  USGS QUAD   -  COWLESVILLE (1949)
 NC0959
 NC0959                         *CURRENT SURVEY CONTROL
 NC0959  ___________________________________________________________________
 NC0959* NAD 83(1996)-  42 55 51.65185(N)    078 29 38.10912(W)     ADJUSTED  
 NC0959* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 NC0959  ___________________________________________________________________
 NC0959  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NC0959  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NC0959
 NC0959  HORZ ORDER  -  SECOND
 NC0959
 NC0959.The horizontal coordinates were established by classical geodetic methods
 NC0959.and adjusted by the National Geodetic Survey in January 1999..
 NC0959
 NC0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0959
 NC0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0959
 NC0959.The geoid height was determined by GEOID03.
 NC0959
 NC0959;                    North         East     Units Scale Factor Converg.
 NC0959;SPC NY W     -   325,510.635   357,298.610   MT  0.99993816   +0 03 39.2
 NC0959;SPC NY W     - 1,067,946.14  1,172,237.19   sFT  0.99993816   +0 03 39.2
 NC0959;UTM  17      - 4,756,201.313   704,499.700   MT  1.00011451   +1 42 27.1
 NC0959
 NC0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0959!SPC NY W     -   0.99996422  x   0.99993816  =   0.99990238
 NC0959!UTM  17      -   0.99996422  x   1.00011451  =   1.00007873
 NC0959
 NC0959:                Primary Azimuth Mark                     Grid Az
 NC0959:SPC NY W     -  ALD CAS 1 AZ MK A                        180 14 23.3
 NC0959:UTM  17      -  ALD CAS 1 AZ MK A                        178 35 35.4
 NC0959
 NC0959|---------------------------------------------------------------------|
 NC0959| PID    Reference Object                     Distance      Geod. Az  |
 NC0959|                                                           dddmmss.s |
 NC0959| CZ9628 ALD CAS 1 AZ MK A                                  1801802.5 |
 NC0959| NC0957 ALDEN STANDPIPE                     APPROX. 3.5 KM 1803417.3 |
 NC0959|---------------------------------------------------------------------|
 NC0959
 NC0959                          SUPERSEDED SURVEY CONTROL
 NC0959
 NC0959  NAD 83(1986)-  42 55 51.65860(N)    078 29 38.10613(W) AD(       ) 2
 NC0959  NAD 27      -  42 55 51.44439(N)    078 29 39.02518(W) AD(       ) 2
 NC0959  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 NC0959
 NC0959.Superseded values are not recommended for survey control.
 NC0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0959.See file dsdata.txt to determine how the superseded data were derived.
 NC0959
 NC0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0450056201(NAD 83)
 NC0959_MARKER: DD = SURVEY DISK
 NC0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0959
 NC0959  HISTORY     - Date     Condition        Report By
 NC0959  HISTORY     - 1972     MONUMENTED       NY-029
 NC0959
 NC0959                          STATION DESCRIPTION
 NC0959
 NC0959'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC0959'STATION IS LOCATED IN TOWN OF ALDEN ABOUT 2 MILES NORTH OF THE
 NC0959'VILLAGE OF ALDEN.  IT IS ALSO 2 MILES NORTHEAST OF THE COMMUNITY
 NC0959'OF ALDEN CENTER.
 NC0959'
 NC0959'TO REACH FROM THE INTERSECTION OF BROADWAY (U.S. RTE. 20) AND
 NC0959'ALDEN-CRITTENDEN ROAD IN ALDEN, GO NORTH ON ALDEN-CRITTENDEN ROAD
 NC0959'FOR 2.2 MILES TO STATION ON RIGHT.
 NC0959'
 NC0959'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0959'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC0959'ALD-CAS-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC0959'THE SAME.
 NC0959'
 NC0959'AZIMUTH A IS DESCRIBED
 NC0959'
 NC0959'AZIMUTH TO SOUTH IS THE CENTERLINE OF THE VENT ATOP THE THIN
 NC0959'CYLINDRICAL SILVER STANDPIPE BEHIND THE ALDEN DEPT. OF PUBLIC
 NC0959'WORKS BUILDING ON KELLOG ST. IN THE VILLAGE OF ALDEN.
 NC0959'
 NC0959'DISTANCE AND DIRECTION FROM STATION
 NC0959'
 NC0959'RP-1 PK NAIL IN POLE (NO NUMBER) 116.48 FEET N
 NC0959'
 NC0959'RP-2 CENTER OF METAL WITNESS POST 2.95 FEET E
 NC0959'
 NC0959'RP-3 PK NAIL IN POLE (NO NUMBER) 95.75 FEET S
 NC0959'
 NC0959'RP-4 RAILROAD SPIKE IN CENTERLINE OF ALDEN-CRITTENDEN ROAD 19.48
 NC0959'FEET W
 NC0959'
 NC0959'RP-5 CENTERLINE OF LEHIGH VALLEY RAILROAD (0.15 MILES, APPROX.) N
 NC0959'
 NC0959'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0959'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC0959'ALD-CAS-1 AZ. A 1972.  ALD-CAS-2 CAN BE SEEN FROM THIS STATION.
 NC0959'
 NC0959'TO REACH FROM ALD-CAS-1, GO SOUTH ON ALDEN-CRITTENDEN ROAD FOR
 NC0959'0.4 MILES TO STATION ON LEFT APPROX. 200 FEET BEFORE COMING TO
 NC0959'A LARGE TWO-STORY FRAME FARMHOUSE.
 NC0959'
 NC0959'DISTANCE AND DIRECTION FROM STATION
 NC0959'
 NC0959'RP-1 NORTHWEST CORNER OF FOUNDATION OF TWO STORY FRAME
 NC0959'FARMHOUSE 207.45 FEET SE
 NC0959'
 NC0959'RP-2 NORTH EDGE OF 20 IN DIA. MAPLE TREE 139.1 FEET S
 NC0959'
 NC0959'RP-3 EAST EDGE OF POLE NO. NYSEG 71 52.89 FEET W
 NC0959'
 NC0959'RP-4 CENTERLINE OF ALDEN-CRITTENDEN ROAD 19.6 FEET W
 NC0959'
 NC0959'RP-5 CENTERLINE OF NORTH ROAD (0.2 MILES, APPROX.) S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0958 ***********************************************************************
 NC0958  DESIGNATION -  ALD CAS 2
 NC0958  PID         -  NC0958
 NC0958  STATE/COUNTY-  NY/ERIE
 NC0958  USGS QUAD   -  COWLESVILLE (1949)
 NC0958
 NC0958                         *CURRENT SURVEY CONTROL
 NC0958  ___________________________________________________________________
 NC0958* NAD 83(1996)-  42 54 59.56232(N)    078 29 38.98857(W)     ADJUSTED  
 NC0958* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 NC0958  ___________________________________________________________________
 NC0958  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 NC0958  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NC0958
 NC0958  HORZ ORDER  -  SECOND
 NC0958
 NC0958.The horizontal coordinates were established by classical geodetic methods
 NC0958.and adjusted by the National Geodetic Survey in January 1999..
 NC0958
 NC0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0958
 NC0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0958
 NC0958.The geoid height was determined by GEOID03.
 NC0958
 NC0958;                    North         East     Units Scale Factor Converg.
 NC0958;SPC NY W     -   323,903.300   357,280.373   MT  0.99993815   +0 03 38.6
 NC0958;SPC NY W     - 1,062,672.74  1,172,177.36   sFT  0.99993815   +0 03 38.6
 NC0958;UTM  17      - 4,754,593.834   704,527.656   MT  1.00011465   +1 42 24.8
 NC0958
 NC0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0958!SPC NY W     -   0.99996578  x   0.99993815  =   0.99990394
 NC0958!UTM  17      -   0.99996578  x   1.00011465  =   1.00008043
 NC0958
 NC0958:                Primary Azimuth Mark                     Grid Az
 NC0958:SPC NY W     -  ALD CAS 1 AZ MK A                        000 53 13.3
 NC0958:UTM  17      -  ALD CAS 1 AZ MK A                        359 14 27.1
 NC0958
 NC0958|---------------------------------------------------------------------|
 NC0958| PID    Reference Object                     Distance      Geod. Az  |
 NC0958|                                                           dddmmss.s |
 NC0958| CZ9628 ALD CAS 1 AZ MK A                                  0005651.9 |
 NC0958| CZ9629 ALD CAS 2 AZ MK A                                  1644856.1 |
 NC0958|---------------------------------------------------------------------|
 NC0958
 NC0958                          SUPERSEDED SURVEY CONTROL
 NC0958
 NC0958  NAD 83(1986)-  42 54 59.56907(N)    078 29 38.98552(W) AD(       ) 2
 NC0958  NAD 27      -  42 54 59.35451(N)    078 29 39.90503(W) AD(       ) 2
 NC0958  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 NC0958
 NC0958.Superseded values are not recommended for survey control.
 NC0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0958.See file dsdata.txt to determine how the superseded data were derived.
 NC0958
 NC0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0452854594(NAD 83)
 NC0958_MARKER: DD = SURVEY DISK
 NC0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0958
 NC0958  HISTORY     - Date     Condition        Report By
 NC0958  HISTORY     - 1972     MONUMENTED       NY-029
 NC0958
 NC0958                          STATION DESCRIPTION
 NC0958
 NC0958'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC0958'STATION IS LOCATED IN TOWN OF ALDEN ABOUT 1.1 MILES NORTH OF THE
 NC0958'VILLAGE OF ALDEN.  IT IS ALSO 1.5 MILES EAST OF THE COMMUNITY
 NC0958'OF ALDEN CENTER.
 NC0958'
 NC0958'TO REACH FROM THE INTERSECTION OF BROADWAY (U.S. RTE. 20)
 NC0958'AND ALDEN-CRITTENDEN ROAD IN ALDEN, GO NORTH ON ALDEN-CRITTENDEN
 NC0958'ROAD FOR 1.15 MILES TO STATION ON LEFT IN FRONT OF A ONE STORY
 NC0958'BRICK HOUSE.
 NC0958'
 NC0958'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0958'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-CAS-2
 NC0958'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC0958'
 NC0958'AZIMUTH A IS DESCRIBED
 NC0958'
 NC0958'SEE DESCRIPTION OF ALD-CAS-1 AZ. A FOR AZIMUTH TO NORTH
 NC0958'
 NC0958'DISTANCE AND DIRECTION FROM STATION
 NC0958'
 NC0958'RP-1 CENTERLINE OF ALDEN-CRITTENDEN ROAD 25.0 FEET E
 NC0958'
 NC0958'RP-2 CENTERLINE OF DRIVE TO BRICK HOUSE 20.2 FEET S
 NC0958'
 NC0958'RP-3 SOUTHEAST CORNER OF BRICK HOUSE 103.65 FEET SW
 NC0958'
 NC0958'RP-4 CENTER OF 4 IN DIA. EVERGREEN ON FRONT LAWN 25.75 FEET SW
 NC0958'
 NC0958'RP-5 NORTHEAST CORNER OF BRICK HOUSE 111.28 FEET NW
 NC0958'
 NC0958'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC0958'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-CAS-2
 NC0958'AZ. A 1972.
 NC0958'
 NC0958'TO REACH FROM ALD-CAS-2, GO SOUTH ON ALDEN-CRITTENDEN RD. FOR
 NC0958'0.4 MILES TO STATION ON LEFT AT A ONE STORY YELLOW HOUSE NO.1959.
 NC0958'
 NC0958'DISTANCE AND DIRECTION FROM STATION
 NC0958'
 NC0958'RP-1 SOUTHWEST EDGE OF 36 IN DIA. OAK TREE 63.0 FEET NE
 NC0958'
 NC0958'RP-2 CENTER OF TOP NUT OF FIRE HYDRANT 14.89 FEET E
 NC0958'
 NC0958'RP-3 NORTHWEST CORNER OF FOUNDATION OF ONE-STORY YELLOW HOUSE
 NC0958'NO. 1959 91.06 FEET E
 NC0958'
 NC0958'RP-4 SOUTHWEST CORNER OF FOUNDATION OF HOUSE NO. 1959 112.11 FEET
 NC0958'SE
 NC0958'
 NC0958'RP-5 CENTERLINE OF DRIVEWAY TO HOUSE NO. 1959 20.1 FEET S
 NC0958'
 NC0958'RP-6 CENTERLINE OF ALDEN-CRITTENDEN ROAD 19.4 FEET SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1071 ***********************************************************************
 NC1071  DESIGNATION -  ALD CAS 3
 NC1071  PID         -  NC1071
 NC1071  STATE/COUNTY-  NY/ERIE
 NC1071  USGS QUAD   -  EAST AURORA (1965)
 NC1071
 NC1071                         *CURRENT SURVEY CONTROL
 NC1071  ___________________________________________________________________
 NC1071* NAD 83(1996)-  42 54 59.97792(N)    078 31 00.11390(W)     ADJUSTED  
 NC1071* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 NC1071  ___________________________________________________________________
 NC1071  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 NC1071  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NC1071
 NC1071  HORZ ORDER  -  SECOND
 NC1071
 NC1071.The horizontal coordinates were established by classical geodetic methods
 NC1071.and adjusted by the National Geodetic Survey in January 1999..
 NC1071
 NC1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1071
 NC1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1071
 NC1071.The geoid height was determined by GEOID03.
 NC1071
 NC1071;                    North         East     Units Scale Factor Converg.
 NC1071;SPC NY W     -   323,914.420   355,440.482   MT  0.99993786   +0 02 43.3
 NC1071;SPC NY W     - 1,062,709.23  1,166,140.98   sFT  0.99993786   +0 02 43.3
 NC1071;UTM  17      - 4,754,552.088   702,687.888   MT  1.00010543   +1 41 29.5
 NC1071
 NC1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1071!SPC NY W     -   0.99996548  x   0.99993786  =   0.99990334
 NC1071!UTM  17      -   0.99996548  x   1.00010543  =   1.00007090
 NC1071
 NC1071:                Primary Azimuth Mark                     Grid Az
 NC1071:SPC NY W     -  ALD CAS 3 AZ MK A                        052 00 18.4
 NC1071:UTM  17      -  ALD CAS 3 AZ MK A                        050 21 32.2
 NC1071
 NC1071|---------------------------------------------------------------------|
 NC1071| PID    Reference Object                     Distance      Geod. Az  |
 NC1071|                                                           dddmmss.s |
 NC1071| CZ9630 ALD CAS 3 AZ MK A                                  0520301.7 |
 NC1071| CZ9631 ALD CAS 3 AZ MK B                                  3000832.5 |
 NC1071|---------------------------------------------------------------------|
 NC1071
 NC1071                          SUPERSEDED SURVEY CONTROL
 NC1071
 NC1071  NAD 83(1986)-  42 54 59.98460(N)    078 31 00.11086(W) AD(       ) 2
 NC1071  NAD 27      -  42 54 59.77047(N)    078 31 01.02764(W) AD(       ) 2
 NC1071  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 NC1071
 NC1071.Superseded values are not recommended for survey control.
 NC1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1071.See file dsdata.txt to determine how the superseded data were derived.
 NC1071
 NC1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0268854552(NAD 83)
 NC1071_MARKER: DD = SURVEY DISK
 NC1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1071
 NC1071  HISTORY     - Date     Condition        Report By
 NC1071  HISTORY     - 1972     MONUMENTED       NY-029
 NC1071
 NC1071                          STATION DESCRIPTION
 NC1071
 NC1071'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1071'STATION IS LOCATED IN TOWN OF ALDEN ABOUT 0.5 MILES NORTHEAST OF
 NC1071'THE COMMUNITY OF ALDEN CENTER.  IT IS ALSO 1.5 MILES NORTHWEST OF
 NC1071'THE VILLAGE OF ALDEN.
 NC1071'
 NC1071'TO REACH FROM WESTWOOD ROAD AND SANDRIDGE ROAD IN THE COMMUNITY
 NC1071'OF ALDEN CENTER, GO NORTH ON SANDRIDGE ROAD FOR 0.35 MILES TO
 NC1071'BRIDGE CROSSING ELLICOTT CREEK AND JUNCTION WITH NORTH
 NC1071'ROAD.  (NORTH ROAD TO WEST IS CALLED WENDE ROAD.) TURN RIGHT
 NC1071'AND GO EAST AND NORTH ON NORTH RD. FOR 0.3 MILES TO STATION ON
 NC1071'RIGHT JUST PAST CULVERT CROSSING AND BEFORE DRIVEWAY TO THE
 NC1071'PAUTLER RESIDENCE.
 NC1071'
 NC1071'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1071'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-CAS-3
 NC1071'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1071'
 NC1071'DISTANCE AND DIRECTION FROM STATION
 NC1071'
 NC1071'RP-1 WEST EDGE OF POLE NO. NYSEG 533/10 12.42 FEET E
 NC1071'
 NC1071'RP-2 CENTERLINE OF DRIVE TO PAUTLER RESIDENCE 33.4 FEET NE
 NC1071'
 NC1071'RP-3 WEST CORNER OF BOTTOM STEP 56.52 FEET E
 NC1071'
 NC1071'RP-4 EAST CORNER OF CONCRETE CULVERT WALL ON SOUTH SIDE OF NORTH
 NC1071'RD.  122.03 FEET SW
 NC1071'
 NC1071'RP-5 NORTH CORNER OF CONCRETE CULVERT WALL ON NORTH SIDE OF
 NC1071'NORTH RD.  127.62 FEET NW
 NC1071'
 NC1071'RP-6 CENTERLINE OF NORTH RD.  15.6 FEET NW
 NC1071'
 NC1071'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1071'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-CAS-3
 NC1071'AZ. A 1972.
 NC1071'
 NC1071'TO REACH FROM ALD-CAS-3, GO NORTHEAST ON NORTH ROAD FOR 0.3 MILES
 NC1071'TO STATION ON RIGHT APPROX. 350 FEET PAST A CULVERT CROSSING.
 NC1071'
 NC1071'DISTANCE AND DIRECTION FROM STATION
 NC1071'
 NC1071'RP-1 PK NAIL IN POLE NO. NYSEG 18 46.15 FEET SW
 NC1071'
 NC1071'RP-2 EAST CORNER OF CONCRETE CULVERT WALL ON SOUTH SIDE OF
 NC1071'NORTH RD.  343.29 FEET SW
 NC1071'
 NC1071'RP-3 NORTH CORNER OF CONCRETE CULVERT WALL ON NORTH SIDE OF
 NC1071'NORTH RD.  345.14 FEET NW
 NC1071'
 NC1071'RP-4 CENTERLINE OF NORTH ROAD 14.9 FEET NW
 NC1071'
 NC1071'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1071'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-CAS-3
 NC1071'AZ. B 1972.
 NC1071'
 NC1071'TO REACH FROM ALD-CAS-3, GO SOUTHWEST ON NORTH ROAD FOR 0.3
 NC1071'MILES TO SANDRIDGE ROAD.  AT THIS POINT, NORTH ROAD BECOMES WENDE
 NC1071'ROAD AND RUNS TO THE NORTHWEST.  FOLLOW WENDE ROAD FOR 0.3 MILES
 NC1071'FROM SANDRIDGE ROAD TO STATION ON RIGHT JUST BEFORE COMING TO AN
 NC1071'OLD RAILROAD GRADE CROSSING.
 NC1071'
 NC1071'DISTANCE AND DIRECTION FROM STATION
 NC1071'
 NC1071'RP-1 PK NAIL IN POLE NO. NYSEG E 101 NYT 122 23.12 FEET N
 NC1071'
 NC1071'RP-2 PK NAIL IN TOP OF THIRD GUARDRAIL POST FROM NORTH 3.79 FT. N
 NC1071'
 NC1071'RP-3 CENTERLINE OF WENDE ROAD 16.9 FEET SW
 NC1071'
 NC1071'RP-4 CENTERLINE OF OLD RAILROAD GRADE MEASURED PARALLEL TO EDGE
 NC1071'OF WENDE ROAD 75.0 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1068 ***********************************************************************
 NC1068  DESIGNATION -  ALD HAN 1
 NC1068  PID         -  NC1068
 NC1068  STATE/COUNTY-  NY/ERIE
 NC1068  USGS QUAD   -  EAST AURORA (1965)
 NC1068
 NC1068                         *CURRENT SURVEY CONTROL
 NC1068  ___________________________________________________________________
 NC1068* NAD 83(1996)-  42 52 39.07130(N)    078 32 20.40588(W)     ADJUSTED  
 NC1068* NAVD 88     -       254.     (meters)     833.     (feet)  VERTCON   
 NC1068  ___________________________________________________________________
 NC1068  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 NC1068  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NC1068
 NC1068  HORZ ORDER  -  SECOND
 NC1068
 NC1068.The horizontal coordinates were established by classical geodetic methods
 NC1068.and adjusted by the National Geodetic Survey in January 1999..
 NC1068
 NC1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1068
 NC1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1068
 NC1068.The geoid height was determined by GEOID03.
 NC1068
 NC1068;                    North         East     Units Scale Factor Converg.
 NC1068;SPC NY W     -   319,565.319   353,621.795   MT  0.99993766   +0 01 48.6
 NC1068;SPC NY W     - 1,048,440.55  1,160,174.17   sFT  0.99993766   +0 01 48.6
 NC1068;UTM  17      - 4,750,151.835   700,994.565   MT  1.00009703   +1 40 30.4
 NC1068
 NC1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1068!SPC NY W     -   0.99996563  x   0.99993766  =   0.99990329
 NC1068!UTM  17      -   0.99996563  x   1.00009703  =   1.00006265
 NC1068
 NC1068:                Primary Azimuth Mark                     Grid Az
 NC1068:SPC NY W     -  ALD HAN 1 AZ MK A                        089 13 28.6
 NC1068:UTM  17      -  ALD HAN 1 AZ MK A                        087 34 46.8
 NC1068
 NC1068|---------------------------------------------------------------------|
 NC1068| PID    Reference Object                     Distance      Geod. Az  |
 NC1068|                                                           dddmmss.s |
 NC1068| CZ9632 ALD HAN 1 AZ MK A                                  0891517.2 |
 NC1068| CZ9633 ALD HAN 1 AZ MK B                                  1633623.2 |
 NC1068|---------------------------------------------------------------------|
 NC1068
 NC1068                          SUPERSEDED SURVEY CONTROL
 NC1068
 NC1068  NAD 83(1986)-  42 52 39.07782(N)    078 32 20.40277(W) AD(       ) 2
 NC1068  NAD 27      -  42 52 38.86401(N)    078 32 21.31778(W) AD(       ) 2
 NC1068  NGVD 29 (07/19/86)  254.     (m)          833.     (f) VERT ANG       
 NC1068
 NC1068.Superseded values are not recommended for survey control.
 NC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1068.See file dsdata.txt to determine how the superseded data were derived.
 NC1068
 NC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0099550152(NAD 83)
 NC1068_MARKER: DD = SURVEY DISK
 NC1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1068
 NC1068  HISTORY     - Date     Condition        Report By
 NC1068  HISTORY     - 1972     MONUMENTED       NY-029
 NC1068
 NC1068                          STATION DESCRIPTION
 NC1068
 NC1068'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1068'STATION IS LOCATED IN THE TOWN OF ALDEN ABOUT 2.5 MILES SOUTHWEST
 NC1068'OF THE COMMUNITY OF ALDEN CENTER.  IT IS ALSO 3 MILES NORTHEAST OF
 NC1068'THE COMMUNITY OF MARILLA IN THE TOWN OF MARILLA.
 NC1068'
 NC1068'TO REACH FROM BULLIS ROAD AND TWO ROD ROAD (NY RTE. 358) IN
 NC1068'MARILLA, GO NORTH ON TWO ROD ROAD FOR 2.55 MILES TO CARY
 NC1068'ROAD.  TURN RIGHT AND GO EAST ON CARY ROAD FOR 0.7 MILES TO
 NC1068'STATION ON LEFT ABOUT 300 FEET BEFORE COMING TO FOUR ROD ROAD.
 NC1068'
 NC1068'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1068'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED ALD-HAN-1
 NC1068'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1068'
 NC1068'DISTANCE AND DIRECTION FROM STATION
 NC1068'
 NC1068'RP-1 CENTER OF METAL WITNESS POST 3.0 FEET N
 NC1068'
 NC1068'RP-2 CENTER OF INTERSECTION OF CARY RD. AND FOUR ROD ROAD 277.0
 NC1068'FEET E
 NC1068'
 NC1068'RP-3 RAILROAD SPIKE IN CENTERLINE OF CARY ROAD 11.00 FEET S
 NC1068'
 NC1068'RP-4 CHISELED CROSS ON EAST END OF CULVERT WALL ON SOUTH SIDE
 NC1068'OF CARY ROAD 64.76 FEET SW
 NC1068'
 NC1068'RP-5 CHISELED CROSS ON EAST END OF CULVERT WALL ON NORTH SIDE
 NC1068'OF CARY ROAD 58.88 FEET W
 NC1068'
 NC1068'RP-6 CENTER OF USGS BM DISK 17RHP 1948 249.20 FEET E
 NC1068'
 NC1068'AZIMUTH MARK IS STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1068'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED ALD-HAN-1
 NC1068'AZ. A 1972.
 NC1068'
 NC1068'TO REACH FROM ALD-HAN-1, GO EAST ON CARY ROAD FOR 0.25 MILES
 NC1068'TO STATION ON LEFT OPPOSITE A ONE STORY WHITE HOUSE OF D. E. BEYER.
 NC1068'
 NC1068'DISTANCE AND DIRECTION FROM STATION
 NC1068'
 NC1068'RP-1 NORTHEAST CORNER OF D.E. BEYER GARAGE 188.05 FEET SE
 NC1068'
 NC1068'RP-2 NORTHWEST CORNER OF D.E. BEYER HOUSE 126.86 FEET SE
 NC1068'
 NC1068'RP-3 RAILROAD SPIKE IN CENTERLINE OF CARY RD.  15.74 FEET S
 NC1068'
 NC1068'RP-4 NEAR EDGE OF 8 IN DIA. MAPLE TREE ON LAWN 84.6 FEET SE
 NC1068'
 NC1068'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1068'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1068'ALD-HAN-1 AZ. B 1972.
 NC1068'
 NC1068'TO REACH FROM ALD-HAN-1, GO EAST ON CARY RD. FOR 300 FEET TO
 NC1068'FOUR ROD ROAD.  TURN RIGHT AND GO SOUTH ON FOUR ROD ROAD FOR 0.2
 NC1068'MILES TO STATION ON LEFT AT ONE-STORY WHITE HOUSE NO. 279.
 NC1068'
 NC1068'DISTANCE AND DIRECTION FROM STATION
 NC1068'
 NC1068'RP-1 NORTHWEST CORNER OF FOUNDATION OF HOUSE NO. 279 64.03 FEET SE
 NC1068'
 NC1068'RP-2 NEAR EDGE OF 10 IN DIA. MAPLE TREE 26.0 FEET S
 NC1068'
 NC1068'RP-3 CENTERLINE OF FOUR ROD ROAD 17.3 FEET W
 NC1068'
 NC1068'RP-4 SOUTHEAST CORNER OF TWO STORY WHITE HOUSE NO. 296 KNOWN AS
 NC1068'ONE ACRE FARM 112.80 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1095 ***********************************************************************
 NC1095  DESIGNATION -  ALD POT 1
 NC1095  PID         -  NC1095
 NC1095  STATE/COUNTY-  NY/ERIE
 NC1095  USGS QUAD   -  EAST AURORA (1965)
 NC1095
 NC1095                         *CURRENT SURVEY CONTROL
 NC1095  ___________________________________________________________________
 NC1095* NAD 83(1996)-  42 54 00.00469(N)    078 33 09.52270(W)     ADJUSTED  
 NC1095* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 NC1095  ___________________________________________________________________
 NC1095  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 NC1095  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NC1095
 NC1095  HORZ ORDER  -  SECOND
 NC1095
 NC1095.The horizontal coordinates were established by classical geodetic methods
 NC1095.and adjusted by the National Geodetic Survey in January 1999..
 NC1095
 NC1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1095
 NC1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1095
 NC1095.The geoid height was determined by GEOID03.
 NC1095
 NC1095;                    North         East     Units Scale Factor Converg.
 NC1095;SPC NY W     -   322,062.149   352,506.238   MT  0.99993758   +0 01 15.2
 NC1095;SPC NY W     - 1,056,632.23  1,156,514.22   sFT  0.99993758   +0 01 15.2
 NC1095;UTM  17      - 4,752,615.991   699,807.594   MT  1.00009117   +1 39 59.5
 NC1095
 NC1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1095!SPC NY W     -   0.99996783  x   0.99993758  =   0.99990542
 NC1095!UTM  17      -   0.99996783  x   1.00009117  =   1.00005900
 NC1095
 NC1095:                Primary Azimuth Mark                     Grid Az
 NC1095:SPC NY W     -  ALD ALD 3 AZ MK A                        008 12 43.2
 NC1095:UTM  17      -  ALD ALD 3 AZ MK A                        006 33 58.9
 NC1095
 NC1095|---------------------------------------------------------------------|
 NC1095| PID    Reference Object                     Distance      Geod. Az  |
 NC1095|                                                           dddmmss.s |
 NC1095| CZ9623 ALD ALD 3 AZ MK A                                  0081358.4 |
 NC1095| CZ9634 ALD POT 1 AZ MK A                                  1773936.3 |
 NC1095|---------------------------------------------------------------------|
 NC1095
 NC1095                          SUPERSEDED SURVEY CONTROL
 NC1095
 NC1095  NAD 83(1986)-  42 54 00.01122(N)    078 33 09.51970(W) AD(       ) 2
 NC1095  NAD 27      -  42 53 59.79771(N)    078 33 10.43198(W) AD(       ) 2
 NC1095  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 NC1095
 NC1095.Superseded values are not recommended for survey control.
 NC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1095.See file dsdata.txt to determine how the superseded data were derived.
 NC1095
 NC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9980852616(NAD 83)
 NC1095_MARKER: DD = SURVEY DISK
 NC1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1095
 NC1095  HISTORY     - Date     Condition        Report By
 NC1095  HISTORY     - 1972     MONUMENTED       NY-029
 NC1095
 NC1095                          STATION DESCRIPTION
 NC1095
 NC1095'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1095'STATION IS LOCATED IN THE TOWN OF ALDEN ABOUT 1.7 MILES SOUTHWEST
 NC1095'OF ALDEN CENTER.  IT IS ALSO 1.4 MILES NORTHEAST OF THE
 NC1095'COMMUNITY OF TOWN LINE.
 NC1095'
 NC1095'TO REACH FROM WESTWOOD ROAD AND SANDRIDGE ROAD IN ALDEN CENTER,
 NC1095'GO WEST ON WESTWOOD ROAD FOR 1.5 MILES TO TWO ROD ROAD.  TURN
 NC1095'LEFT AND GO SOUTH ON TWO ROD ROAD FOR 0.75 MILES TO STATION ON
 NC1095'RIGHT ABOUT 350 FEET BEFORE COMING TO KIEFFER ROAD.
 NC1095'
 NC1095'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1095'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1095'ALD-POT-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1095'THE SAME.
 NC1095'
 NC1095'SEE DESCRIPTION OF ALD-ALD-3 AZ. A FOR AZIMUTH TO NORTH.
 NC1095'
 NC1095'AZIMUTH TO SOUTHWEST IS THE CENTERLINE OF THE CROSS ATOP THE
 NC1095'WHITE SPIRE OF ST. PAULS UNITED CHURCH OF CHRIST AT 11269
 NC1095'BROADWAY (U.S. RTE. 20) IN THE COMMUNITY OF TOWN LINE.
 NC1095'
 NC1095'DISTANCE AND DIRECTION FROM STATION
 NC1095'
 NC1095'RP-1 RAILROAD SPIKE IN CENTERLINE OF TWO ROD ROAD 12.62 FEET E
 NC1095'
 NC1095'RP-2 CHISELED CROSS ON SOUTHWEST BOLT OF CONCRETE BASE OF RAILROAD
 NC1095'SIGNAL LIGHT ON EAST SIDE OF TWO ROD RD. 458.87 FT. SE
 NC1095'
 NC1095'RP-3 CHISELED CROSS ON NORTHWEST BOLT OF CONCRETE BASE OF
 NC1095'RAILROAD SIGNAL LIGHT ON WEST SIDE OF TWO ROD ROAD 422.26
 NC1095'FT. S
 NC1095'
 NC1095'RP-4 CENTERLINE OF KIEFFER ROAD 344.4 FEET S
 NC1095'
 NC1095'RP-5 EDGE OF ROAD SIGN 7.34 FEET S
 NC1095'
 NC1095'RP-6 EDGE OF METAL WITNESS POST 3.0 FEET W
 NC1095'
 NC1095'RP-7 PK NAIL IN BASE OF 36 IN DIA. OAK TREE 26.42 FEET NW
 NC1095'
 NC1095'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1095'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1095'ALD-POT-1 AZ. A 1972.
 NC1095'
 NC1095'TO REACH FROM ALD-POT-1, GO SOUTH ON TWO ROD ROAD FOR 0.35 MILES
 NC1095'TO STATION ON LEFT JUST PAST THE DRIVEWAY TO HOUSE NO. 1283.
 NC1095'
 NC1095'DISTANCE AND DIRECTION FROM STATION
 NC1095'
 NC1095'RP-1 SOUTHWEST CORNER OF CONCRETE DRIVE TO HOUSE NO. 1283 35.98
 NC1095'FEET NE
 NC1095'
 NC1095'RP-2 SOUTHWEST CORNER OF PILLAR AT EDGE OF DRIVE 34.02 FEET NE
 NC1095'
 NC1095'RP-3 SOUTHEAST CORNER OF GARAGE TO HOUSE NO. 1283 111.4 FEET NE
 NC1095'
 NC1095'RP-4 CENTERLINE OF TWO ROD ROAD 13.1 FEET W
 NC1095'
 NC1095'RP-5 CENTERLINE OF BROADWAY (U.S. RTE. 20) (0.15 MILES,
 NC1095'APPROX.) S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1087 ***********************************************************************
 NC1087  DESIGNATION -  ALD POT 2
 NC1087  PID         -  NC1087
 NC1087  STATE/COUNTY-  NY/ERIE
 NC1087  USGS QUAD   -  EAST AURORA (1965)
 NC1087
 NC1087                         *CURRENT SURVEY CONTROL
 NC1087  ___________________________________________________________________
 NC1087* NAD 83(1996)-  42 54 05.07558(N)    078 34 23.04976(W)     ADJUSTED  
 NC1087* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 NC1087  ___________________________________________________________________
 NC1087  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 NC1087  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC1087
 NC1087  HORZ ORDER  -  SECOND
 NC1087
 NC1087.The horizontal coordinates were established by classical geodetic methods
 NC1087.and adjusted by the National Geodetic Survey in January 1999..
 NC1087
 NC1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1087
 NC1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1087
 NC1087.The geoid height was determined by GEOID03.
 NC1087
 NC1087;                    North         East     Units Scale Factor Converg.
 NC1087;SPC NY W     -   322,218.214   350,838.217   MT  0.99993751   +0 00 25.2
 NC1087;SPC NY W     - 1,057,144.26  1,151,041.72   sFT  0.99993751   +0 00 25.2
 NC1087;UTM  17      - 4,752,724.106   698,135.529   MT  1.00008298   +1 39 09.5
 NC1087
 NC1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1087!SPC NY W     -   0.99996925  x   0.99993751  =   0.99990676
 NC1087!UTM  17      -   0.99996925  x   1.00008298  =   1.00005223
 NC1087
 NC1087:                Primary Azimuth Mark                     Grid Az
 NC1087:SPC NY W     -  TOWNLINE LUTH CH SPIRE                   200 51 25.5
 NC1087:UTM  17      -  TOWNLINE LUTH CH SPIRE                   199 12 41.2
 NC1087
 NC1087|---------------------------------------------------------------------|
 NC1087| PID    Reference Object                     Distance      Geod. Az  |
 NC1087|                                                           dddmmss.s |
 NC1087| NC1084 TOWNLINE LUTH CH SPIRE              APPROX. 1.1 KM 2005150.7 |
 NC1087| CZ9635 ALD POT 2 AZ MK A                                  2713102.2 |
 NC1087|---------------------------------------------------------------------|
 NC1087
 NC1087                          SUPERSEDED SURVEY CONTROL
 NC1087
 NC1087  NAD 83(1986)-  42 54 05.08206(N)    078 34 23.04676(W) AD(       ) 2
 NC1087  NAD 27      -  42 54 04.86897(N)    078 34 23.95655(W) AD(       ) 2
 NC1087  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 NC1087
 NC1087.Superseded values are not recommended for survey control.
 NC1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1087.See file dsdata.txt to determine how the superseded data were derived.
 NC1087
 NC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9813652724(NAD 83)
 NC1087_MARKER: DD = SURVEY DISK
 NC1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1087
 NC1087  HISTORY     - Date     Condition        Report By
 NC1087  HISTORY     - 1972     MONUMENTED       NY-029
 NC1087
 NC1087                          STATION DESCRIPTION
 NC1087
 NC1087'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1087'STATION IS LOCATED IN THE TOWN OF ALDEN ABOUT 1 MILE NORTHEAST
 NC1087'OF THE COMMUNITY OF TOWN LINE.  IT IS ALSO 2.5 MILES SOUTHWEST
 NC1087'OF ALDEN CENTER.
 NC1087'
 NC1087'TO REACH FROM BROADWAY (U.S. RTE. 20) AND TOWN LINE ROAD IN
 NC1087'TOWN LINE, GO NORTH ON TOWN LINE ROAD FOR 0.75 MILES TO KIEFFER
 NC1087'ROAD.  TURN RIGHT AND GO EAST ON KIEFFER RD. FOR 0.25 MILES TO
 NC1087'STATION ON RIGHT OPPOSITE HOUSE NO. 11128.
 NC1087'
 NC1087'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1087'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1087'ALD-POT-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1087'THE SAME.
 NC1087'
 NC1087'AZIMUTH TO SOUTH SOUTHWEST IS THE CENTERLINE OF THE FINIAL ON
 NC1087'THE SPIRE THAT IS GREY WITH VERTICAL BROWN STRIPES ON THE RED
 NC1087'BRICK TOWN LINE LUTHERAN CHURCH AT 1159 TOWN LINE ROAD IN THE
 NC1087'COMMUNITY OF TOWN LINE.
 NC1087'
 NC1087'DISTANCE AND DIRECTION FROM STATION
 NC1087'
 NC1087'RP-1 SOUTHWEST CORNER OF CONCRETE DRIVE TO HOUSE NO. 11128--63.29
 NC1087'FT. NE
 NC1087'
 NC1087'RP-2 RAILROAD SPIKE IN CENTERLINE OF KIEFFER ROAD---11.81 FEET N
 NC1087'
 NC1087'RP-3 SOUTHWEST CORNER OF SOUTH WING OF HOUSE NO. 11128--62.85 FT. N
 NC1087'
 NC1087'RP-4 SOUTHEAST CORNER OF SOUTH WING OF HOUSE NO. 11128---70.31
 NC1087'FT. NE
 NC1087'
 NC1087'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1087'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1087'ALD-POT-2 AZ. A 1972.
 NC1087'
 NC1087'TO REACH FROM ALD-POT-2, GO WEST ON KIEFFER ROAD FOR 0.25 MILES
 NC1087'TO TOWN LINE ROAD AND STATION ON WEST SIDE OF TOWN LINE ROAD
 NC1087'NEAR EXTENDED CENTERLINE OF KIEFFER RD.
 NC1087'
 NC1087'DISTANCE AND DIRECTION FROM STATION
 NC1087'
 NC1087'RP-1 EDGE OF 24 IN DIA. MAPLE TREE 21.05 FEET NW
 NC1087'
 NC1087'RP-2 CENTER OF TOP NUT ON FIRE HYDRANT 81.00 FEET N
 NC1087'
 NC1087'RP-3 CENTERLINE OF TOWN LINE ROAD 13.4 FEET E
 NC1087'
 NC1087'RP-4 CHISELED CROSS ON NORTHEAST BOLT OF CONCRETE BASE OF
 NC1087'RAILROAD SIGNAL LIGHT ON WEST SIDE OF TOWN LINE ROAD 50.19
 NC1087'FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2965 ***********************************************************************
 KU2965  DESIGNATION -  ALDA
 KU2965  PID         -  KU2965
 KU2965  STATE/COUNTY-  NY/NASSAU
 KU2965  USGS QUAD   -  SEA CLIFF (1979)
 KU2965
 KU2965                         *CURRENT SURVEY CONTROL
 KU2965  ___________________________________________________________________
 KU2965* NAD 83(1996)-  40 49 18.90643(N)    073 43 15.51258(W)     ADJUSTED  
 KU2965* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2965  ___________________________________________________________________
 KU2965  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 KU2965  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU2965
 KU2965  HORZ ORDER  -  THIRD
 KU2965
 KU2965.The horizontal coordinates were established by classical geodetic methods
 KU2965.and adjusted by the National Geodetic Survey in January 1999..
 KU2965
 KU2965.The orthometric height was scaled from a topographic map.
 KU2965
 KU2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2965
 KU2965.The geoid height was determined by GEOID03.
 KU2965
 KU2965;                    North         East     Units Scale Factor Converg.
 KU2965;SPC NY L     -    72,800.782   323,538.674   MT  0.99999502   +0 10 57.0
 KU2965;SPC NY L     -   238,847.23  1,061,476.47   sFT  0.99999502   +0 10 57.0
 KU2965;UTM  18      - 4,519,775.679   607,858.219   MT  0.99974319   +0 50 10.3
 KU2965
 KU2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2965!SPC NY L     -   1.00000495  x   0.99999502  =   0.99999997
 KU2965!UTM  18      -   1.00000495  x   0.99974319  =   0.99974814
 KU2965
 KU2965:                Primary Azimuth Mark                     Grid Az
 KU2965:SPC NY L     -  TOMS POINT AIRPORT STACK                 033 27 53.2
 KU2965:UTM  18      -  TOMS POINT AIRPORT STACK                 032 48 39.9
 KU2965
 KU2965|---------------------------------------------------------------------|
 KU2965| PID    Reference Object                     Distance      Geod. Az  |
 KU2965|                                                           dddmmss.s |
 KU2965| KU3054 TOMS POINT AIRPORT STACK            APPROX. 1.7 KM 0333850.2 |
 KU2965| KU3007 TOMS POINT AIRPORT TANK             APPROX. 1.9 KM 0334951.8 |
 KU2965| KU3014 KNICKERBOCKER CLUB FLAGPOLE         APPROX. 1.7 KM 0620930.9 |
 KU2965| KU3020 PORT WASHINGTON JR HS               APPROX. 2.3 KM 0643338.9 |
 KU2965| KU3013 MANHASSET YACHT CLUB FLAGPOLE       APPROX. 1.5 KM 0661244.5 |
 KU2965| KU3012 OLD FLAGPOLE                        APPROX. 1.5 KM 0703041.8 |
 KU2965| KU3010 PORT WASHINGTON YACHT CLUB FP       APPROX. 1.3 KM 0865659.2 |
 KU2965| CB6564 ALDA RM 1                            48.460 METERS 24640     |
 KU2965| KU2989 OSCAR                               APPROX. 1.1 KM 3020419.8 |
 KU2965| KU2993 PLUM POINT SANDS PT CLUB CUP        APPROX. 1.5 KM 3355008.4 |
 KU2965| KU2995 PLUM POINT SANDS PT CLUB FP         APPROX. 1.4 KM 3362930.4 |
 KU2965|---------------------------------------------------------------------|
 KU2965
 KU2965                          SUPERSEDED SURVEY CONTROL
 KU2965
 KU2965  NAD 83(1996)-  40 49 18.90837(N)    073 43 15.51233(W) AD(       ) 3
 KU2965  NAD 83(1992)-  40 49 18.90703(N)    073 43 15.51963(W) AD(       ) 3
 KU2965  NAD 83(1986)-  40 49 18.91011(N)    073 43 15.51893(W) AD(       ) 3
 KU2965  NAD 27      -  40 49 18.54500(N)    073 43 17.04100(W) AD(       ) 3
 KU2965
 KU2965.Superseded values are not recommended for survey control.
 KU2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2965.See file dsdata.txt to determine how the superseded data were derived.
 KU2965
 KU2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0785819776(NAD 83)
 KU2965_MARKER: X = CHISELED CROSS
 KU2965_SETTING: 0 = UNSPECIFIED SETTING
 KU2965
 KU2965  HISTORY     - Date     Condition        Report By
 KU2965  HISTORY     - 1934     MONUMENTED       USE
 KU2965  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2965
 KU2965                          STATION DESCRIPTION
 KU2965
 KU2965'DESCRIBED BY US ENGINEERS 1934 (IER)
 KU2965'STATION IS A CROSS CUT IN 20-BY 8-FOOT CONCRETE PIER ON PROPERTY
 KU2965'OF FRANCIS ALDA.  THE MARK IS 3.25 FEET FROM SW CORNER, 2.4 FEET
 KU2965'FROM SOUTHERN FACE, AND 2.45 FEET FROM W FACE OF PIER.
 KU2965'
 KU2965'ONE REFERENCE MARK WAS ESTABLISHED ON A LARGE BOULDER JUST N OF
 KU2965'THE SHORE END OF THE PIER, 48.46 METERS FROM THE STATION.
 KU2965
 KU2965                          STATION RECOVERY (1951)
 KU2965
 KU2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2965'THE STATION IS NOW LOST.  THE DOCK HAS BEEN REBUILT AND RESURFACED.
 KU2965'
 KU2965'R.M. 1 1934 RECOVERED AS DESCRIBED.
 KU2965'
 KU2965'MADAM ALDA HAS MARRIED MR. VIR DEN, AND THE PROPERTY IS NOW
 KU2965'LISTED AS SUCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0960 ***********************************************************************
 NC0960  DESIGNATION -  ALDEN BENNETT MGH CO TANK
 NC0960  PID         -  NC0960
 NC0960  STATE/COUNTY-  NY/ERIE
 NC0960  USGS QUAD   -  COWLESVILLE (1949)
 NC0960
 NC0960                         *CURRENT SURVEY CONTROL
 NC0960  ___________________________________________________________________
 NC0960* NAD 83(1996)-  42 53 45.55696(N)    078 29 30.56375(W)     ADJUSTED  
 NC0960* NAVD 88     -                                                        
 NC0960  ___________________________________________________________________
 NC0960  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 NC0960  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NC0960
 NC0960  HORZ ORDER  -  THIRD
 NC0960
 NC0960.The horizontal coordinates were established by classical geodetic methods
 NC0960.and adjusted by the National Geodetic Survey in January 1999..
 NC0960
 NC0960
 NC0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0960
 NC0960.The geoid height was determined by GEOID03.
 NC0960
 NC0960;                    North         East     Units Scale Factor Converg.
 NC0960;SPC NY W     -   321,619.947   357,473.927   MT  0.99993819   +0 03 44.2
 NC0960;SPC NY W     - 1,055,181.44  1,172,812.38   sFT  0.99993819   +0 03 44.2
 NC0960;UTM  17      - 4,752,316.578   704,786.757   MT  1.00011596   +1 42 28.2
 NC0960
 NC0960                          SUPERSEDED SURVEY CONTROL
 NC0960
 NC0960  NAD 83(1986)-  42 53 45.56387(N)    078 29 30.56075(W) AD(       ) 4
 NC0960  NAD 27      -  42 53 45.34929(N)    078 29 31.48085(W) AD(       ) 3
 NC0960
 NC0960.Superseded values are not recommended for survey control.
 NC0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0960.See file dsdata.txt to determine how the superseded data were derived.
 NC0960
 NC0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0478752317(NAD 83)
 NC0960_MARKER: 53 = ELEVATED TANK
 NC0960
 NC0960  HISTORY     - Date     Condition        Report By
 NC0960  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC0960  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 NC0960  HISTORY     - 19950526 MARK NOT FOUND   USPSQD
 NC0960
 NC0960                          STATION DESCRIPTION
 NC0960
 NC0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC0960'STATION IS THE VENT ATOP THE BENNETT MANUFACTURING COMPANY
 NC0960'WATER TANK, OWNED BY BENNETT MANUFACTURING COMPANY.  IT IS A
 NC0960'4 LEGGED SILVER WATER TANK 100 FEET HIGH.
 NC0960'
 NC0960'STATION IS LOCATED AT THE INTERSECTION OF RAILROAD AND MECHANIC
 NC0960'STREETS IN ALDEN.
 NC0960
 NC0960                          STATION RECOVERY (1994)
 NC0960
 NC0960'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0960'MARK NOT FOUND.
 NC0960
 NC0960                          STATION RECOVERY (1995)
 NC0960
 NC0960'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1063 ***********************************************************************
 NC1063  DESIGNATION -  ALDEN CENTER NYC RR STANDPIPE
 NC1063  PID         -  NC1063
 NC1063  STATE/COUNTY-  NY/ERIE
 NC1063  USGS QUAD   -  EAST AURORA (1965)
 NC1063
 NC1063                         *CURRENT SURVEY CONTROL
 NC1063  ___________________________________________________________________
 NC1063* NAD 83(1996)-  42 55 41.89750(N)    078 34 26.77990(W)     ADJUSTED  
 NC1063* NAVD 88     -                                                        
 NC1063  ___________________________________________________________________
 NC1063  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 NC1063  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NC1063
 NC1063  HORZ ORDER  -  THIRD
 NC1063
 NC1063.The horizontal coordinates were established by classical geodetic methods
 NC1063.and adjusted by the National Geodetic Survey in January 1999..
 NC1063
 NC1063
 NC1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1063
 NC1063.The geoid height was determined by GEOID03.
 NC1063
 NC1063;                    North         East     Units Scale Factor Converg.
 NC1063;SPC NY W     -   325,205.809   350,753.271   MT  0.99993751   +0 00 22.6
 NC1063;SPC NY W     - 1,066,946.06  1,150,763.02   sFT  0.99993751   +0 00 22.6
 NC1063;UTM  17      - 4,755,708.461   697,964.774   MT  1.00008215   +1 39 10.0
 NC1063
 NC1063                          SUPERSEDED SURVEY CONTROL
 NC1063
 NC1063  NAD 83(1986)-  42 55 41.90410(N)    078 34 26.77721(W) AD(       ) 4
 NC1063  NAD 27      -  42 55 41.69124(N)    078 34 27.68570(W) AD(       ) 3
 NC1063
 NC1063.Superseded values are not recommended for survey control.
 NC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1063.See file dsdata.txt to determine how the superseded data were derived.
 NC1063
 NC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9796555708(NAD 83)
 NC1063_MARKER: 52 = STANDPIPE TANK
 NC1063
 NC1063  HISTORY     - Date     Condition        Report By
 NC1063  HISTORY     - 1958     FIRST OBSERVED   CGS
 NC1063
 NC1063                          STATION DESCRIPTION
 NC1063
 NC1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1063'THE STATION IS TOP CENTER OF THE STANDPIPE WHICH IS LOCATED
 NC1063'APPROXIMATELY 3.0 MILES WEST-NORTHWEST OF ALDEN CENTER, 2.0 MILES
 NC1063'SOUTHWEST OF MILLGROVE AND 100 FEET NORTH OF NEW YORK CENTRAL
 NC1063'RAILROAD TRACKS.
 NC1063'
 NC1063'THE STANDPIPE IS A DARK COLORED STEEL STRUCTURE APPROXIMATELY
 NC1063'90 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1070 ***********************************************************************
 NC1070  DESIGNATION -  ALDEN CENTER ST JOHNS CATH CH
 NC1070  PID         -  NC1070
 NC1070  STATE/COUNTY-  NY/ERIE
 NC1070  USGS QUAD   -  EAST AURORA (1965)
 NC1070
 NC1070                         *CURRENT SURVEY CONTROL
 NC1070  ___________________________________________________________________
 NC1070* NAD 83(1996)-  42 54 39.86577(N)    078 31 23.35609(W)     ADJUSTED  
 NC1070* NAVD 88     -                                                        
 NC1070  ___________________________________________________________________
 NC1070  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 NC1070  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NC1070
 NC1070  HORZ ORDER  -  THIRD
 NC1070
 NC1070.The horizontal coordinates were established by classical geodetic methods
 NC1070.and adjusted by the National Geodetic Survey in January 1999..
 NC1070
 NC1070
 NC1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1070
 NC1070.The geoid height was determined by GEOID03.
 NC1070
 NC1070;                    North         East     Units Scale Factor Converg.
 NC1070;SPC NY W     -   323,293.429   354,913.806   MT  0.99993780   +0 02 27.5
 NC1070;SPC NY W     - 1,060,671.86  1,164,413.05   sFT  0.99993780   +0 02 27.5
 NC1070;UTM  17      - 4,753,916.117   702,179.183   MT  1.00010290   +1 41 13.1
 NC1070
 NC1070                          SUPERSEDED SURVEY CONTROL
 NC1070
 NC1070  NAD 83(1986)-  42 54 39.87261(N)    078 31 23.35322(W) AD(       ) 4
 NC1070  NAD 27      -  42 54 39.65843(N)    078 31 24.26928(W) AD(       ) 3
 NC1070
 NC1070.Superseded values are not recommended for survey control.
 NC1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1070.See file dsdata.txt to determine how the superseded data were derived.
 NC1070
 NC1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0217953916(NAD 83)
 NC1070_MARKER: 90 = CHURCH SPIRE
 NC1070
 NC1070  HISTORY     - Date     Condition        Report By
 NC1070  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1070  HISTORY     - 19950529 GOOD             USPSQD
 NC1070  HISTORY     - 19971012 GOOD             USPSQD
 NC1070
 NC1070                          STATION DESCRIPTION
 NC1070
 NC1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1070'STATION IS THE BASE OF THE CROSS ATOP THE SPIRE OF THE ST JOHNS
 NC1070'CATHOLIC CHURCH.  IT IS A BROWN SHINGLED CHURCH AND SPIRE WITH
 NC1070'THE CROSS PAINTED GREEN AND 75 FEET HIGH.
 NC1070'
 NC1070'STATION IS LOCATED AT THE INTERSECTION OF SANDRIDGE AND WESTWOOD
 NC1070'ROADS IN ALDEN CENTER.
 NC1070
 NC1070                          STATION RECOVERY (1995)
 NC1070
 NC1070'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1070'RECOVERED IN GOOD CONDITION.
 NC1070
 NC1070                          STATION RECOVERY (1997)
 NC1070
 NC1070'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0957 ***********************************************************************
 NC0957  DESIGNATION -  ALDEN STANDPIPE
 NC0957  PID         -  NC0957
 NC0957  STATE/COUNTY-  NY/ERIE
 NC0957  USGS QUAD   -  COWLESVILLE (1949)
 NC0957
 NC0957                         *CURRENT SURVEY CONTROL
 NC0957  ___________________________________________________________________
 NC0957* NAD 83(1996)-  42 53 57.28359(N)    078 29 39.66075(W)     ADJUSTED  
 NC0957* NAVD 88     -                                                        
 NC0957  ___________________________________________________________________
 NC0957  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 NC0957  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 NC0957
 NC0957  HORZ ORDER  -  THIRD
 NC0957
 NC0957.The horizontal coordinates were established by classical geodetic methods
 NC0957.and adjusted by the National Geodetic Survey in January 1999..
 NC0957
 NC0957
 NC0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0957
 NC0957.The geoid height was determined by GEOID03.
 NC0957
 NC0957;                    North         East     Units Scale Factor Converg.
 NC0957;SPC NY W     -   321,981.569   357,267.160   MT  0.99993815   +0 03 38.1
 NC0957;SPC NY W     - 1,056,367.86  1,172,134.01   sFT  0.99993815   +0 03 38.1
 NC0957;UTM  17      - 4,752,672.177   704,569.653   MT  1.00011486   +1 42 22.4
 NC0957
 NC0957                          SUPERSEDED SURVEY CONTROL
 NC0957
 NC0957  NAD 83(1986)-  42 53 57.29048(N)    078 29 39.65775(W) AD(       ) 4
 NC0957  NAD 27      -  42 53 57.07576(N)    078 29 40.57740(W) AD(       ) 3
 NC0957
 NC0957.Superseded values are not recommended for survey control.
 NC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0957.See file dsdata.txt to determine how the superseded data were derived.
 NC0957
 NC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0457052672(NAD 83)
 NC0957_MARKER: 52 = STANDPIPE TANK
 NC0957
 NC0957  HISTORY     - Date     Condition        Report By
 NC0957  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC0957  HISTORY     - 1983     GOOD             USPSQD
 NC0957  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 NC0957  HISTORY     - 19950526 MARK NOT FOUND   USPSQD
 NC0957
 NC0957                          STATION DESCRIPTION
 NC0957
 NC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC0957'STATION IS THE APEX OF THE ALDEN STANDPIPE.  IT IS A THIN SILVER
 NC0957'TANK 75 FEET HIGH AND HAS ALDEN PAINTED ON THE EAST AND WEST SIDES.
 NC0957'
 NC0957'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 NC0957'OF KELLOGG AND BROADWAY STREETS IN ALDEN.
 NC0957
 NC0957                          STATION RECOVERY (1983)
 NC0957
 NC0957'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC0957'ALDEN STANDPIPE RECOVERED GOOD.
 NC0957'
 NC0957'(NONE IN QUAD).
 NC0957
 NC0957                          STATION RECOVERY (1994)
 NC0957
 NC0957'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0957'MARK NOT FOUND.
 NC0957
 NC0957                          STATION RECOVERY (1995)
 NC0957
 NC0957'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1914 ***********************************************************************
 OE1914  DESIGNATION -  ALDER CREEK FOREST SERVICE LOT
 OE1914  PID         -  OE1914
 OE1914  STATE/COUNTY-  NY/ONEIDA
 OE1914  USGS QUAD   -  BOONVILLE (1955)
 OE1914
 OE1914                         *CURRENT SURVEY CONTROL
 OE1914  ___________________________________________________________________
 OE1914* NAD 83(1996)-  43 22 47.44209(N)    075 15 34.28853(W)     ADJUSTED  
 OE1914* NAVD 88     -                                                        
 OE1914  ___________________________________________________________________
 OE1914  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 OE1914  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 OE1914
 OE1914  HORZ ORDER  -  THIRD
 OE1914
 OE1914.The horizontal coordinates were established by classical geodetic methods
 OE1914.and adjusted by the National Geodetic Survey in January 1999..
 OE1914
 OE1914
 OE1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1914
 OE1914.The geoid height was determined by GEOID03.
 OE1914
 OE1914;                    North         East     Units Scale Factor Converg.
 OE1914;SPC NY C     -   376,218.049   357,271.184   MT  1.00007900   +0 54 33.6
 OE1914;SPC NY C     - 1,234,308.72  1,172,147.21   sFT  1.00007900   +0 54 33.6
 OE1914;UTM  18      - 4,803,030.047   478,977.345   MT  0.99960544   -0 10 41.7
 OE1914
 OE1914                          SUPERSEDED SURVEY CONTROL
 OE1914
 OE1914  NAD 83(1986)-  43 22 47.44514(N)    075 15 34.28771(W) AD(       ) 4
 OE1914  NAD 27      -  43 22 47.20600(N)    075 15 35.69800(W) AD(       ) 3
 OE1914
 OE1914.Superseded values are not recommended for survey control.
 OE1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1914.See file dsdata.txt to determine how the superseded data were derived.
 OE1914
 OE1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP7897703030(NAD 83)
 OE1914
 OE1914  HISTORY     - Date     Condition        Report By
 OE1914  HISTORY     - 1956     MONUMENTED       CGS
 OE1914  HISTORY     - 20020531 MARK NOT FOUND   USPSQD
 OE1914
 OE1914                          STATION DESCRIPTION
 OE1914
 OE1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 OE1914'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE NORTH NORTHWEST
 OE1914'OF REMSON, 2-1/2 MILES SOUTHWEST OF ALDER CREEK AND ABOUT 1-1/2
 OE1914'MILES WEST OF STATE HIGHWAYS 12 AND 28.
 OE1914'
 OE1914'THE TOWER IS OF STEEL CONSTRUCTION WITH AN 8 FOOT SQUARE HOUSE
 OE1914'ON TOP.  IT IS ABOUT 85 FEET HIGH.  THE APEX OF THE ROAD WAS
 OE1914'INTERSECTED.
 OE1914
 OE1914                          STATION RECOVERY (2002)
 OE1914
 OE1914'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE1914'LOCALS SAY THE TOWER WAS TORN DOWN SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1094 ***********************************************************************
 NC1094  DESIGNATION -  ALDINGER
 NC1094  PID         -  NC1094
 NC1094  STATE/COUNTY-  NY/ERIE
 NC1094  USGS QUAD   -  EAST AURORA (1965)
 NC1094
 NC1094                         *CURRENT SURVEY CONTROL
 NC1094  ___________________________________________________________________
 NC1094* NAD 83(1996)-  42 56 02.50487(N)    078 33 11.66647(W)     ADJUSTED  
 NC1094* NAVD 88     -       238.0    (meters)     781.     (feet)  VERTCON   
 NC1094  ___________________________________________________________________
 NC1094  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 NC1094  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NC1094
 NC1094  HORZ ORDER  -  FIRST
 NC1094
 NC1094.The horizontal coordinates were established by classical geodetic methods
 NC1094.and adjusted by the National Geodetic Survey in January 1999..
 NC1094
 NC1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1094
 NC1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1094
 NC1094.The geoid height was determined by GEOID03.
 NC1094
 NC1094;                    North         East     Units Scale Factor Converg.
 NC1094;SPC NY W     -   325,842.085   352,456.254   MT  0.99993757   +0 01 13.8
 NC1094;SPC NY W     - 1,069,033.57  1,156,350.23   sFT  0.99993757   +0 01 13.8
 NC1094;UTM  17      - 4,756,393.510   699,649.020   MT  1.00009039   +1 40 01.8
 NC1094
 NC1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1094!SPC NY W     -   0.99996813  x   0.99993757  =   0.99990570
 NC1094!UTM  17      -   0.99996813  x   1.00009039  =   1.00005851
 NC1094
 NC1094|---------------------------------------------------------------------|
 NC1094| PID    Reference Object                     Distance      Geod. Az  |
 NC1094|                                                           dddmmss.s |
 NC1094| CZ9636 ALDINGER RM 1                        25.797 METERS 04856     |
 NC1094| CZ9637 ALDINGER RM 2                        28.729 METERS 15336     |
 NC1094| CZ9638 ALDINGER RM 3                                      2674216.9 |
 NC1094|---------------------------------------------------------------------|
 NC1094
 NC1094                          SUPERSEDED SURVEY CONTROL
 NC1094
 NC1094  NAD 83(1986)-  42 56 02.51146(N)    078 33 11.66355(W) AD(       ) 1
 NC1094  NAD 27      -  42 56 02.29831(N)    078 33 12.57490(W) AD(       ) 1
 NC1094  NGVD 29 (07/19/86)  238.2    (m)          781.     (f) VERT ANG       
 NC1094
 NC1094.Superseded values are not recommended for survey control.
 NC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1094.See file dsdata.txt to determine how the superseded data were derived.
 NC1094
 NC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9964956394(NAD 83)
 NC1094_MARKER: DS = TRIANGULATION STATION DISK
 NC1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1094
 NC1094  HISTORY     - Date     Condition        Report By
 NC1094  HISTORY     - 1972     MONUMENTED       NGS
 NC1094
 NC1094                          STATION DESCRIPTION
 NC1094
 NC1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1094'STATION IS ABOUT 7-1/2 MILES EAST OF THE JUNCTION OF STATE
 NC1094'HIGHWAY 78 (TRANSIT ROAD) AND WALDEN AVENUE IN DEPEW, 4 MILES
 NC1094'SOUTHEAST OF THE VILLAGE OF CLARENCE, 2 MILES SOUTH OF THE NEW
 NC1094'YORK STATE THRU-WAY, JUST SOUTH OF THE JUNCTION OF WALDEN AVENUE
 NC1094'AND HOME ROAD AT THE ERIE COUNTY HOME INFIRMARY AND ON PROPERTY
 NC1094'OWNED BY THE INFIRMARY.
 NC1094'
 NC1094'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78
 NC1094'(TRANSIT ROAD) AND WALDEN AVENUE IN DEPEW, GO EAST ON WALDEN
 NC1094'AVENUE FOR 6.2 MILES TO THE JUNCTION OF TOWN LINE ROAD.  CONTINUE
 NC1094'EAST ON WALDEN AVENUE FOR 0.85 MILE TO A GAS LINE CROSSING AND
 NC1094'REFERENCE MARK 3 ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON
 NC1094'WALDEN AVENUE FOR 0.45 MILE TO THE JUNCTION OF HOME ROAD.  TURN
 NC1094'RIGHT AND GO SOUTH ON HOME ROAD FOR 0.05 MILE TO THE STATION ON
 NC1094'THE RIGHT AS DESCRIBED.
 NC1094'
 NC1094'STATION MARK, STAMPED ALDINGER 1972, IS A STANDARD DISK SET IN A
 NC1094'ROUND CONCRETE POST WHICH IS ABOUT 12 INCHES BELOW THE GROUND.  IT
 NC1094'IS 179 FEET NORTHWEST OF CENTER OF THE FRONT STEPS TO A LARGE TWO
 NC1094'STORY BRICK BUILDING, 142 FEET NORTH OF THE NORTHWEST CORNER OF
 NC1094'A SMALL BRICK BUILDING, 105.5 FEET NORTHWEST OF A POWER POLE
 NC1094'NUMBERED 216, 96 FEET SOUTHWEST OF A POWER POLE NUMBERED 3, 85.5
 NC1094'FEET WEST OF A MANHOLE COVER, 80 FEET NORTHWEST OF CENTER OF A
 NC1094'GROUP OF 3 EVERGREEN TREES AND 59.5 FEET SOUTHWEST OF CENTER
 NC1094'OF HOME ROAD.
 NC1094'
 NC1094'REFERENCE MARK 1, STAMPED ALDINGER NO 1 1972, IS A STANDARD DISK
 NC1094'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 NC1094'FOUNDATION OF A MANHOLE COVER.  IT IS ABOUT 10 INCHES BELOW THE
 NC1094'GROUND, 39 FEET SOUTHEAST OF POWER POLE 3, 26 FEET NORTHEAST OF
 NC1094'CENTER OF HOME ROAD AND 1.5 FEET WEST OF CENTER OF THE MANHOLE
 NC1094'COVER.
 NC1094'
 NC1094'REFERENCE MARK 2, STAMPED ALDINGER NO 2 1972, IS A STANDARD DISK
 NC1094'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 48
 NC1094'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL BRICK BUILDING,
 NC1094'42 FEET SOUTHWEST OF CENTER OF THE GROUP OF EVERGREEN TREES, 19
 NC1094'FEET WEST OF POWER POLE 216 AND 1.5 FEET NORTH OF A GUY LINE
 NC1094'ANCHOR FOR POWER POLE 216.
 NC1094'
 NC1094'REFERENCE MARK 3, STAMPED ALDINGER NO 3 1972, IS A STANDARD DISK
 NC1094'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE NORTH HEADWALL OF
 NC1094'A CONCRETE CULVERT.  IT IS 26 FEET EAST OF A HIGH PRESSURE GAS
 NC1094'LINE CROSSING, 19 FEET NORTH OF CENTER OF WALDEN AVENUE, 13 FEET
 NC1094'WEST OF A STREET LIGHT POLE NUMBERED 241-1 AND 1 FOOT EAST OF THE
 NC1094'WEST END OF THE HEADWALL.
 NC1094'
 NC1094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2237 ***********************************************************************
 NA2237  DESIGNATION -  ALENE
 NA2237  PID         -  NA2237
 NA2237  STATE/COUNTY-  NY/MADISON
 NA2237  USGS QUAD   -  MORRISVILLE (1943)
 NA2237
 NA2237                         *CURRENT SURVEY CONTROL
 NA2237  ___________________________________________________________________
 NA2237* NAD 83(1996)-  42 59 53.85384(N)    075 41 46.26347(W)     ADJUSTED  
 NA2237* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 NA2237  ___________________________________________________________________
 NA2237  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 NA2237  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 NA2237
 NA2237  HORZ ORDER  -  SECOND
 NA2237
 NA2237.The horizontal coordinates were established by classical geodetic methods
 NA2237.and adjusted by the National Geodetic Survey in January 1999..
 NA2237
 NA2237.The orthometric height was scaled from a topographic map.
 NA2237
 NA2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2237
 NA2237.The geoid height was determined by GEOID03.
 NA2237
 NA2237;                    North         East     Units Scale Factor Converg.
 NA2237;SPC NY C     -   333,362.312   322,336.680   MT  1.00000185   +0 36 18.1
 NA2237;SPC NY C     - 1,093,706.19  1,057,532.92   sFT  1.00000185   +0 36 18.1
 NA2237;UTM  18      - 4,760,860.328   443,253.494   MT  0.99963961   -0 28 29.3
 NA2237
 NA2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2237!SPC NY C     -   0.99992892  x   1.00000185  =   0.99993077
 NA2237!UTM  18      -   0.99992892  x   0.99963961  =   0.99956855
 NA2237
 NA2237|---------------------------------------------------------------------|
 NA2237| PID    Reference Object                     Distance      Geod. Az  |
 NA2237|                                                           dddmmss.s |
 NA2237| CZ7395 ALENE RM 1                           24.777 METERS 19116     |
 NA2237| NA2241 ALENE AZ MK                         444.334 METERS 2921922.9 |
 NA2237| NA2240 ALENE 2                             193.151 METERS 32334     |
 NA2237| NA2239 ALENE 2 RM 3                        183.176 METERS 32808     |
 NA2237| CZ7396 ALENE RM 2                           27.320 METERS 33709     |
 NA2237| NA2236 W 17                                118.414 METERS 35545     |
 NA2237|---------------------------------------------------------------------|
 NA2237
 NA2237                          SUPERSEDED SURVEY CONTROL
 NA2237
 NA2237  NAD 83(1986)-  42 59 53.85865(N)    075 41 46.26191(W) AD(       ) 2
 NA2237  NAD 27      -  42 59 53.61300(N)    075 41 47.59700(W) AD(       ) 2
 NA2237
 NA2237.Superseded values are not recommended for survey control.
 NA2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2237.See file dsdata.txt to determine how the superseded data were derived.
 NA2237
 NA2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4325360860(NAD 83)
 NA2237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2237
 NA2237  HISTORY     - Date     Condition        Report By
 NA2237  HISTORY     - 1942     MONUMENTED       CGS
 NA2237  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2237
 NA2237                          STATION DESCRIPTION
 NA2237
 NA2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NA2237'THE STATION IS LOCATED ABOUT 7.0 MILES WSW OF ONEIDA, AND 6.0
 NA2237'MILES ESE OF CANASTOTA, ON PROPERTY OWNED BY FLOYD SEEBER.  IT
 NA2237'IS 0.1 MILE S OF THE GRAVEL ROAD, 389 FEET S OF THE DESERTED
 NA2237'FARMHOUSE, SET IN THE N-AND-S FENCE LINE ON THE W SIDE OF THE
 NA2237'CULTIVATED FIELD.  THE DISK IS STAMPED ALENE 1942, AND PROJECTS
 NA2237'4 INCHES.
 NA2237'
 NA2237'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2237'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2237'
 NA2237'REFERENCE MARK NO.1 IS S OF THE STATION, SET IN THE N-AND-S
 NA2237'FENCE LINE ON THE W SIDE OF THE LANE.  THE DISK IS STAMPED ALENE
 NA2237'NO.1 1942, AND PROJECTS 6 INCHES.
 NA2237'
 NA2237'REFERENCE MARK NO.2 IS NNW OF THE STATION, SET IN THE N-AND-S
 NA2237'FENCE LINE ON THE W SIDE OF THE LANE.  THE DISK IS STAMPED ALENE
 NA2237'NO.2 1942, PROJECTS 4 INCHES.
 NA2237'
 NA2237'THE AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, 15 FEET
 NA2237'N OF THE CENTER OF THE GRAVEL ROAD, AND 5 FEET S OF AN E-AND-W
 NA2237'FENCE LINE.  THE DISK IS STAMPED ALENE 1942, AND PROJECTS 4
 NA2237'INCHES.  TO REACH FROM THE STATION.  GO BACK TO GRAVEL ROAD,
 NA2237'TURN LEFT AND GO 0.25 MILE TO THE MARK ON THE RIGHT.
 NA2237'
 NA2237'TO REACH THE STATION FROM THE RAILROAD STATION IN
 NA2237'CANASTOTA.  GO S ON STATE ROUTE 13 FOR 0.5 MILE TO THE JUNCTION
 NA2237'WITH STATE ROUTE 5.  CONTINUE STRAIGHT AHEAD S ON NARROW MACADAM
 NA2237'ROAD FOR 2.0 MILES.  TURN RIGHT AND GO W FOR 0.05 MILE TO A
 NA2237'FORKS.  BEAR LEFT AND GO SW FOR 3.4 MILES TO A GRAVEL CROSS
 NA2237'ROAD.  TURN LEFT AND GO E ON GRAVEL ROAD FOR 1.75 MILES TO A
 NA2237'TRIANGULAR-BLAZED TREE ON THE RIGHT AT A WIRE GATE.  TURN RIGHT
 NA2237'THROUGH THE GATE AND GO S FOR 0.1 MILE ON FARM ROAD TO THE TOP
 NA2237'OF THE HILL AND STATION ON THE RIGHT IN FENCE LINE.
 NA2237'
 NA2237'NOTE--A 4-FOOT STAND WILL SEE ALL STATIONS
 NA2237'OBSERVED.  OBSERVATIONS MADE FROM A 90-FOOT TOWER.
 NA2237'
 NA2237'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA2237
 NA2237                          STATION RECOVERY (1974)
 NA2237
 NA2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NA2237'THE STATION UNDERGROUND MARK AND REFERENCE MARK 1 WERE RECOVERED
 NA2237'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND BENCH MARK W
 NA2237'17 HAVE BEEN DESTROYED BY MACHINERY.  AZIMUTH MARK WAS RECOVERED
 NA2237'IN GOOD CONDITION.  AS REQUESTED BY THE PROPERTY OWNER A STATION
 NA2237'ALENE 2 1974 WAS ESTABLISHED OUT OF THE FIELD AND REFERENCE MARK
 NA2237'1 WAS DESTROYED AT THIS TIME.  THE UNDERGROUND STATION MARK WAS
 NA2237'LEFT IN POSITION AS IT IS BELOW PLOW DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2240 ***********************************************************************
 NA2240  DESIGNATION -  ALENE 2
 NA2240  PID         -  NA2240
 NA2240  STATE/COUNTY-  NY/MADISON
 NA2240  USGS QUAD   -  MORRISVILLE (1943)
 NA2240
 NA2240                         *CURRENT SURVEY CONTROL
 NA2240  ___________________________________________________________________
 NA2240* NAD 83(1996)-  42 59 58.89007(N)    075 41 51.32696(W)     ADJUSTED  
 NA2240* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 NA2240  ___________________________________________________________________
 NA2240  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NA2240  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 NA2240
 NA2240  HORZ ORDER  -  THIRD
 NA2240
 NA2240.The horizontal coordinates were established by classical geodetic methods
 NA2240.and adjusted by the National Geodetic Survey in January 1999..
 NA2240.No horizontal observational check was made to the station.
 NA2240
 NA2240.The orthometric height was scaled from a topographic map.
 NA2240
 NA2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2240
 NA2240.The geoid height was determined by GEOID03.
 NA2240
 NA2240;                    North         East     Units Scale Factor Converg.
 NA2240;SPC NY C     -   333,516.507   322,220.355   MT  1.00000164   +0 36 14.8
 NA2240;SPC NY C     - 1,094,212.07  1,057,151.28   sFT  1.00000164   +0 36 14.8
 NA2240;UTM  18      - 4,761,016.631   443,140.137   MT  0.99963977   -0 28 32.8
 NA2240
 NA2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2240!SPC NY C     -   0.99993002  x   1.00000164  =   0.99993166
 NA2240!UTM  18      -   0.99993002  x   0.99963977  =   0.99956981
 NA2240
 NA2240|---------------------------------------------------------------------|
 NA2240| PID    Reference Object                     Distance      Geod. Az  |
 NA2240|                                                           dddmmss.s |
 NA2240| NA2239 ALENE 2 RM 3                         17.973 METERS 08932     |
 NA2240| NA2237 ALENE                               193.151 METERS 14334     |
 NA2240| NA2241 ALENE AZ MK                         296.645 METERS 27235     |
 NA2240| CZ7397 ALENE 2 RM 4                         18.012 METERS 31539     |
 NA2240|---------------------------------------------------------------------|
 NA2240
 NA2240                          SUPERSEDED SURVEY CONTROL
 NA2240
 NA2240  NAD 83(1986)-  42 59 58.89497(N)    075 41 51.32555(W) AD(       ) 3
 NA2240  NAD 27      -  42 59 58.64929(N)    075 41 52.66028(W) AD(       ) 3
 NA2240
 NA2240.Superseded values are not recommended for survey control.
 NA2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2240.See file dsdata.txt to determine how the superseded data were derived.
 NA2240
 NA2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4314061017(NAD 83)
 NA2240_MARKER: DS = TRIANGULATION STATION DISK
 NA2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2240
 NA2240  HISTORY     - Date     Condition        Report By
 NA2240  HISTORY     - 1974     MONUMENTED       NGS
 NA2240
 NA2240                          STATION DESCRIPTION
 NA2240
 NA2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NA2240'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ONEIDA AND ABOUT 6
 NA2240'MILES SOUTHEAST OF CANASTOTA AND IS AT THE EDGE OF THE PROPERTY
 NA2240'OF MR. RICHARD GRIFFIN WHO LIVES IN PETERSBORO, NEW YORK.  THE
 NA2240'UNDERGROUND MARK FOR ALENE 1942 WAS LEFT IN POSITION IN FIELD AS
 NA2240'IT IS BELOW PLOW DEPTH.  ALENE 2 WAS ESTABLISHED TO REPLACE
 NA2240'ALENE 1942.
 NA2240'
 NA2240'STATION MARK, A STANDARD DISK SET IN TOP OF 12 INCH SQUARE
 NA2240'CONCRETE MONUMENT FLUSH WITH THE GROUND, SURFACE AND UNDERGROUND
 NA2240'MARKS ARE STAMPED ALENE 2 1974.  IT IS 112 FEET EAST OF CENTER OF
 NA2240'DRIVEWAY LEADING TO LOT WITH MOBILE HOME, 61 FEET SOUTHEAST OF
 NA2240'TELEPHONE POLE NO. 173, 24 FEET SOUTH OF CENTER OF ROAD, 15 FEET
 NA2240'EAST OF A LARGE MAPLE TREE AND 2.8 FEET WEST OF WITNESS POST.
 NA2240'
 NA2240'REFERENCE MARK 3, A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NA2240'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NA2240'ALENE NO 3 1974.  IT IS 11 FEET SOUTHEAST OF TELEPHONE POLE
 NA2240'NO 173, 56 FEET EAST OF WITNESS POST, 24 FEET SOUTH OF CENTER OF
 NA2240'ROAD AND 1 FOOT SOUTH-SOUTHWEST OF SIGN POSTED PRIVATE PROPERTY.
 NA2240'
 NA2240'REFERENCE MARK 4, A STANDARD DISK STAMPED ALENE 4 1974 AND IS
 NA2240'SET IN A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 NA2240'GROUND.  IT IS 61.5 FEET NORTHWEST OF WITNESS POST, 20 FEET NORTH
 NA2240'OF CENTER OF ROAD AND 1.8 FEET EAST-SOUTHEAST OF TELEPHONE POLE
 NA2240'NO 173.
 NA2240'
 NA2240'AZIMUTH MARK, A STANDARD DISK SET IN TOP OF 14 INCH SQUARE
 NA2240'CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES ABOVE GROUND AND
 NA2240'THE DISK IS STAMPED ALENE 1942.  IT IS 145 FEET WEST OF A FENCE
 NA2240'CORNER, 23 FEET NORTH OF CENTER OF ROAD 14 FEET WEST OF DRIVEWAY
 NA2240'LEADING INTO FIELD.
 NA2240'
 NA2240'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 13
 NA2240'ABOUT 1/2 MILE SOUTH OF CANASTOTA.  GO SOUTH ON OXBOW ROAD FOR
 NA2240'2.0 MILES TO CLOCKVILLE ROAD, CONTINUE AHEAD ON OXBOW ROAD FOR
 NA2240'3.2 MILES TO CROSSROADS, TURN LEFT, GO EAST ON E MILE STRIP ROAD
 NA2240'FOR 1.45 MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE AHEAD FOR
 NA2240'0.2 MILE TO THE STATION ON THE RIGHT.
 NA2240'
 NA2240'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2239 ***********************************************************************
 NA2239  DESIGNATION -  ALENE 2 RM 3
 NA2239  PID         -  NA2239
 NA2239  STATE/COUNTY-  NY/MADISON
 NA2239  USGS QUAD   -  MORRISVILLE (1943)
 NA2239
 NA2239                         *CURRENT SURVEY CONTROL
 NA2239  ___________________________________________________________________
 NA2239* NAD 83(1996)-  42 59 58.89482(N)    075 41 50.53349(W)     ADJUSTED  
 NA2239* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 NA2239  ___________________________________________________________________
 NA2239  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 NA2239  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 NA2239
 NA2239  HORZ ORDER  -  THIRD
 NA2239
 NA2239.The horizontal coordinates were established by classical geodetic methods
 NA2239.and adjusted by the National Geodetic Survey in January 1999..
 NA2239.No horizontal observational check was made to the station.
 NA2239
 NA2239.The orthometric height was scaled from a topographic map.
 NA2239
 NA2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2239
 NA2239.The geoid height was determined by GEOID03.
 NA2239
 NA2239;                    North         East     Units Scale Factor Converg.
 NA2239;SPC NY C     -   333,516.843   322,238.325   MT  1.00000167   +0 36 15.3
 NA2239;SPC NY C     - 1,094,213.18  1,057,210.24   sFT  1.00000167   +0 36 15.3
 NA2239;UTM  18      - 4,761,016.628   443,158.104   MT  0.99963975   -0 28 32.2
 NA2239
 NA2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2239!SPC NY C     -   0.99992986  x   1.00000167  =   0.99993153
 NA2239!UTM  18      -   0.99992986  x   0.99963975  =   0.99956964
 NA2239
 NA2239|---------------------------------------------------------------------|
 NA2239| PID    Reference Object                     Distance      Geod. Az  |
 NA2239|                                                           dddmmss.s |
 NA2239| NA2237 ALENE                               183.176 METERS 14808     |
 NA2239| NA2240 ALENE 2                              17.973 METERS 26932     |
 NA2239|---------------------------------------------------------------------|
 NA2239
 NA2239                          SUPERSEDED SURVEY CONTROL
 NA2239
 NA2239  NAD 83(1986)-  42 59 58.89973(N)    075 41 50.53204(W) AD(       ) 3
 NA2239  NAD 27      -  42 59 58.65405(N)    075 41 51.86685(W) AD(       ) 3
 NA2239
 NA2239.Superseded values are not recommended for survey control.
 NA2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2239.See file dsdata.txt to determine how the superseded data were derived.
 NA2239
 NA2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4315861017(NAD 83)
 NA2239_MARKER: DR = REFERENCE MARK DISK
 NA2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2239
 NA2239  HISTORY     - Date     Condition        Report By
 NA2239  HISTORY     - 1974     MONUMENTED       NGS
 NA2239
 NA2239                          STATION DESCRIPTION
 NA2239
 NA2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NA2239'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ONEIDA AND ABOUT 6
 NA2239'MILES SOUTHEAST OF CANASTOTA AND IS AT THE EDGE OF THE PROPERTY
 NA2239'OF MR. RICHARD GRIFFIN WHO LIVES IN PETERSBORO, NEW YORK.
 NA2239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 13
 NA2239'ABOUT 1/2 MILE SOUTH OF CANASTOTA.  GO SOUTH ON OXBOW ROAD FOR
 NA2239'2.0 MILES TO CLOCKVILLE ROAD, CONTINUE AHEAD ON OXBOW ROAD FOR
 NA2239'3.2 MILES TO CROSSROADS, TURN LEFT, GO EAST ON E MILE STRIP ROAD
 NA2239'FOR 1.45 MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE AHEAD FOR
 NA2239'0.2 MILE TO THE STATION ON THE RIGHT.
 NA2239'
 NA2239'REFERENCE MARK 3, A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NA2239'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NA2239'ALENE NO 3 1974.  IT IS 11 FEET SOUTHEAST OF TELEPHONE POLE
 NA2239'NO 173, 56 FEET EAST OF WITNESS POST, 24 FEET SOUTH OF CENTER OF
 NA2239'ROAD AND 1 FOOT SOUTH-SOUTHWEST OF SIGN POSTED PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2241 ***********************************************************************
 NA2241  DESIGNATION -  ALENE AZ MK
 NA2241  PID         -  NA2241
 NA2241  STATE/COUNTY-  NY/MADISON
 NA2241  USGS QUAD   -  MORRISVILLE (1943)
 NA2241
 NA2241                         *CURRENT SURVEY CONTROL
 NA2241  ___________________________________________________________________
 NA2241* NAD 83(1996)-  42 59 59.32251(N)    075 42 04.41042(W)     ADJUSTED  
 NA2241* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 NA2241  ___________________________________________________________________
 NA2241  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 NA2241  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NA2241
 NA2241  HORZ ORDER  -  SECOND
 NA2241
 NA2241.The horizontal coordinates were established by classical geodetic methods
 NA2241.and adjusted by the National Geodetic Survey in January 1999..
 NA2241
 NA2241.The orthometric height was scaled from a topographic map.
 NA2241
 NA2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2241
 NA2241.The geoid height was determined by GEOID03.
 NA2241
 NA2241;                    North         East     Units Scale Factor Converg.
 NA2241;SPC NY C     -   333,526.733   321,923.885   MT  1.00000112   +0 36 05.8
 NA2241;SPC NY C     - 1,094,245.62  1,056,178.61   sFT  1.00000112   +0 36 05.8
 NA2241;UTM  18      - 4,761,032.437   442,844.020   MT  0.99964019   -0 28 41.7
 NA2241
 NA2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2241!SPC NY C     -   0.99993127  x   1.00000112  =   0.99993239
 NA2241!UTM  18      -   0.99993127  x   0.99964019  =   0.99957149
 NA2241
 NA2241|---------------------------------------------------------------------|
 NA2241| PID    Reference Object                     Distance      Geod. Az  |
 NA2241|                                                           dddmmss.s |
 NA2241| NA2240 ALENE 2                             296.645 METERS 09235     |
 NA2241| NA2237 ALENE                               444.334 METERS 1121910.5 |
 NA2241|---------------------------------------------------------------------|
 NA2241
 NA2241                          SUPERSEDED SURVEY CONTROL
 NA2241
 NA2241  NAD 83(1986)-  42 59 59.32734(N)    075 42 04.40889(W) AD(       ) 2
 NA2241  NAD 27      -  42 59 59.08181(N)    075 42 05.74341(W) AD(       ) 2
 NA2241
 NA2241.Superseded values are not recommended for survey control.
 NA2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2241.See file dsdata.txt to determine how the superseded data were derived.
 NA2241
 NA2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4284461032(NAD 83)
 NA2241_MARKER: DZ = AZIMUTH MARK DISK
 NA2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2241
 NA2241  HISTORY     - Date     Condition        Report By
 NA2241  HISTORY     - 1974     MONUMENTED       NGS
 NA2241
 NA2241                          STATION DESCRIPTION
 NA2241
 NA2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NA2241'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ONEIDA AND ABOUT 6
 NA2241'MILES SOUTHEAST OF CANASTOTA AND IS AT THE EDGE OF THE PROPERTY
 NA2241'OF MR. RICHARD GRIFFIN WHO LIVES IN PETERSBORO, NEW YORK.
 NA2241'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 13
 NA2241'ABOUT 1/2 MILE SOUTH OF CANASTOTA.  GO SOUTH ON OXBOW ROAD FOR
 NA2241'2.0 MILES TO CLOCKVILLE ROAD, CONTINUE AHEAD ON OXBOW ROAD FOR
 NA2241'3.2 MILES TO CROSSROADS, TURN LEFT, GO EAST ON E MILE STRIP ROAD
 NA2241'FOR 1.45 MILES TO THE AZIMUTH MARK ON LEFT.
 NA2241'
 NA2241'AZIMUTH MARK, A STANDARD DISK SET IN TOP OF 14 INCH SQUARE
 NA2241'CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES ABOVE GROUND AND
 NA2241'THE DISK IS STAMPED ALENE 1942.  IT IS 145 FEET WEST OF A FENCE
 NA2241'CORNER, 23 FEET NORTH OF CENTER OF ROAD 14 FEET WEST OF DRIVEWAY
 NA2241'LEADING INTO FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1756 ***********************************************************************
 OF1756  DESIGNATION -  ALEX 1925
 OF1756  PID         -  OF1756
 OF1756  STATE/COUNTY-  NY/MONROE
 OF1756  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1756
 OF1756                         *CURRENT SURVEY CONTROL
 OF1756  ___________________________________________________________________
 OF1756* NAD 83(1996)-  43 08 46.05520(N)    077 36 19.47194(W)     ADJUSTED  
 OF1756* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 OF1756  ___________________________________________________________________
 OF1756  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 OF1756  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF1756
 OF1756  HORZ ORDER  -  SECOND
 OF1756
 OF1756.The horizontal coordinates were established by classical geodetic methods
 OF1756.and adjusted by the National Geodetic Survey in January 1999..
 OF1756
 OF1756.The orthometric height was scaled from a topographic map.
 OF1756
 OF1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1756
 OF1756.The geoid height was determined by GEOID03.
 OF1756
 OF1756;                    North         East     Units Scale Factor Converg.
 OF1756;SPC NY W     -   349,867.075   429,546.967   MT  1.00001531   +0 40 07.7
 OF1756;SPC NY W     - 1,147,855.56  1,409,272.01   sFT  1.00001531   +0 40 07.7
 OF1756;UTM  18      - 4,780,337.458   288,136.516   MT  1.00015220   -1 46 56.6
 OF1756
 OF1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1756!SPC NY W     -   0.99998082  x   1.00001531  =   0.99999613
 OF1756!UTM  18      -   0.99998082  x   1.00015220  =   1.00013302
 OF1756
 OF1756:                Primary Azimuth Mark                     Grid Az
 OF1756:SPC NY W     -  GREGORY 1925                             167 52 47.9
 OF1756:UTM  18      -  GREGORY 1925                             170 19 52.2
 OF1756
 OF1756|---------------------------------------------------------------------|
 OF1756| PID    Reference Object                     Distance      Geod. Az  |
 OF1756|                                                           dddmmss.s |
 OF1756| OF1761 GREGORY 1925                        459.807 METERS 1683255.6 |
 OF1756| OF1744 GRIFFITH 1925                       396.611 METERS 34840     |
 OF1756|---------------------------------------------------------------------|
 OF1756
 OF1756                          SUPERSEDED SURVEY CONTROL
 OF1756
 OF1756  NAD 83(1986)-  43 08 46.06367(N)    077 36 19.47078(W) AD(       ) 2
 OF1756  NAD 27      -  43 08 45.84000(N)    077 36 20.46700(W) AD(       ) 2
 OF1756
 OF1756.Superseded values are not recommended for survey control.
 OF1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1756.See file dsdata.txt to determine how the superseded data were derived.
 OF1756
 OF1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8813780337(NAD 83)
 OF1756
 OF1756  HISTORY     - Date     Condition        Report By
 OF1756  HISTORY     - 1925     MONUMENTED       CGS
 OF1756  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1756  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 OF1756
 OF1756                          STATION DESCRIPTION
 OF1756
 OF1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1756'IN ROCHESTER, IN THE SIDEWALK AT THE NORTHEAST CORNER OF
 OF1756'ALEXANDER STREET AND SOUTH AVENUE, 1.72 METERS SOUTHWEST OF A
 OF1756'POINT MADE BY THE INTERSECTION OF THE NORTH EDGE OF NORTH
 OF1756'SIDEWALK ON ALEXANDER STREET WITH THE EAST EDGE OF THE EAST
 OF1756'SIDEWALK ON SOUTH AVENUE, 1.21 METERS EAST OF THE ARC OF THE CURB
 OF1756'ON SOUTH AVENUE, 1.60 METERS NORTH OF THE ARC OF THE CURB ON
 OF1756'ALEXANDER STREET AND 14.21 METERS NORTH OF AN R.C.S. MARK
 OF1756'LOCATED IN THE SIDEWALK AT THE SOUTHEAST CORNER OF ALEXANDER
 OF1756'STREET AND SOUTH AVENUE.  STATION IS SET AS DESCRIBED IN NOTE
 OF1756'D-1.
 OF1756
 OF1756                          STATION RECOVERY (1977)
 OF1756
 OF1756'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1756'ALEX ENTIRE CORNER REBUILT.  MONUMENT DESTROYED.
 OF1756
 OF1756                          STATION RECOVERY (1995)
 OF1756
 OF1756'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1799 ***********************************************************************
 OF1799  DESIGNATION -  ALEXANDER 1925
 OF1799  PID         -  OF1799
 OF1799  STATE/COUNTY-  NY/MONROE
 OF1799  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1799
 OF1799                         *CURRENT SURVEY CONTROL
 OF1799  ___________________________________________________________________
 OF1799* NAD 83(1996)-  43 09 37.18513(N)    077 35 29.66539(W)     ADJUSTED  
 OF1799* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 OF1799  ___________________________________________________________________
 OF1799  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 OF1799  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1799
 OF1799  HORZ ORDER  -  SECOND
 OF1799
 OF1799.The horizontal coordinates were established by classical geodetic methods
 OF1799.and adjusted by the National Geodetic Survey in January 1999..
 OF1799
 OF1799.The orthometric height was scaled from a topographic map.
 OF1799
 OF1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1799
 OF1799.The geoid height was determined by GEOID03.
 OF1799
 OF1799;                    North         East     Units Scale Factor Converg.
 OF1799;SPC NY W     -   351,458.087   430,653.681   MT  1.00001749   +0 40 42.4
 OF1799;SPC NY W     - 1,153,075.41  1,412,902.95   sFT  1.00001749   +0 40 42.4
 OF1799;UTM  18      - 4,781,879.881   289,310.427   MT  1.00014610   -1 46 24.2
 OF1799
 OF1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1799!SPC NY W     -   0.99998146  x   1.00001749  =   0.99999895
 OF1799!UTM  18      -   0.99998146  x   1.00014610  =   1.00012756
 OF1799
 OF1799|---------------------------------------------------------------------|
 OF1799| PID    Reference Object                     Distance      Geod. Az  |
 OF1799|                                                           dddmmss.s |
 OF1799| OF1791 ARMORY                              318.971 METERS 06615     |
 OF1799| OF1811 GOODMAN A 1925                      APPROX. 0.5 KM 0725317.5 |
 OF1799| OF1796 BIRCH 1925                          289.173 METERS 07253     |
 OF1799|---------------------------------------------------------------------|
 OF1799
 OF1799                          SUPERSEDED SURVEY CONTROL
 OF1799
 OF1799  NAD 83(1986)-  43 09 37.19342(N)    077 35 29.66465(W) AD(       ) 2
 OF1799  NAD 27      -  43 09 36.97000(N)    077 35 30.66400(W) AD(       ) 2
 OF1799
 OF1799.Superseded values are not recommended for survey control.
 OF1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1799.See file dsdata.txt to determine how the superseded data were derived.
 OF1799
 OF1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8931081880(NAD 83)
 OF1799
 OF1799  HISTORY     - Date     Condition        Report By
 OF1799  HISTORY     - 1925     MONUMENTED       CGS
 OF1799  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1799
 OF1799                          STATION DESCRIPTION
 OF1799
 OF1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1799'IN ROCHESTER, AT THE SOUTHEAST CORNER OF ALEXANDER STREET AND
 OF1799'MAIN STREET EAST, AT THE INSIDE EDGE OF THE SIDEWALK, 2.85
 OF1799'METERS SOUTHEAST OF THE CURB ARC, 2.71 METERS NORTHEAST OF THE
 OF1799'INTERSECTION OF THE SOUTH EDGE OF THE SIDEWALK ON MAIN STREET
 OF1799'EAST, WITH THE WEST EDGE OF THE SIDEWALK ON ALEXANDER STREET,
 OF1799'0.28 METER EAST OF THE EAST EDGE OF THE SIDEWALK ON ALEXANDER
 OF1799'STREET, AND 0.28 METER SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 OF1799'ON MAIN STREET EAST, 10.36 METERS WEST OF THE NORTHWEST CORNER
 OF1799'OF THE STORE AT NO 781 MAIN STREET EAST, AND 5.89 METERS
 OF1799'SOUTHWEST OF A TELEPHONE POLE WHICH IS LOCATED BETWEEN THE
 OF1799'CURB AND THE SIDEWALK ON THE SOUTH SIDE OF MAIN STREET EAST.
 OF1799'STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF1799
 OF1799                          STATION RECOVERY (1977)
 OF1799
 OF1799'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1799'ALEXANDER FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1830 ***********************************************************************
 OF1830  DESIGNATION -  ALFORD 1925
 OF1830  PID         -  OF1830
 OF1830  STATE/COUNTY-  NY/MONROE
 OF1830  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1830
 OF1830                         *CURRENT SURVEY CONTROL
 OF1830  ___________________________________________________________________
 OF1830* NAD 83(1996)-  43 10 33.39829(N)    077 34 09.47864(W)     ADJUSTED  
 OF1830* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 OF1830  ___________________________________________________________________
 OF1830  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 OF1830  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1830
 OF1830  HORZ ORDER  -  SECOND
 OF1830
 OF1830.The horizontal coordinates were established by classical geodetic methods
 OF1830.and adjusted by the National Geodetic Survey in January 1999..
 OF1830
 OF1830.The orthometric height was scaled from a topographic map.
 OF1830
 OF1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1830
 OF1830.The geoid height was determined by GEOID03.
 OF1830
 OF1830;                    North         East     Units Scale Factor Converg.
 OF1830;SPC NY W     -   353,214.426   432,444.103   MT  1.00002108   +0 41 38.0
 OF1830;SPC NY W     - 1,158,837.66  1,418,777.03   sFT  1.00002108   +0 41 38.0
 OF1830;UTM  18      - 4,783,558.212   291,174.582   MT  1.00013648   -1 45 31.2
 OF1830
 OF1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1830!SPC NY W     -   0.99998382  x   1.00002108  =   1.00000490
 OF1830!UTM  18      -   0.99998382  x   1.00013648  =   1.00012030
 OF1830
 OF1830:                Primary Azimuth Mark                     Grid Az
 OF1830:SPC NY W     -  LONGVIEW 1925                            086 48 35.2
 OF1830:UTM  18      -  LONGVIEW 1925                            089 15 44.4
 OF1830
 OF1830|---------------------------------------------------------------------|
 OF1830| PID    Reference Object                     Distance      Geod. Az  |
 OF1830|                                                           dddmmss.s |
 OF1830| OF1857 LONGVIEW 1925                       475.517 METERS 0873013.2 |
 OF1830|---------------------------------------------------------------------|
 OF1830
 OF1830                          SUPERSEDED SURVEY CONTROL
 OF1830
 OF1830  NAD 83(1986)-  43 10 33.40628(N)    077 34 09.47875(W) AD(       ) 2
 OF1830  NAD 27      -  43 10 33.18300(N)    077 34 10.48200(W) AD(       ) 2
 OF1830
 OF1830.Superseded values are not recommended for survey control.
 OF1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1830.See file dsdata.txt to determine how the superseded data were derived.
 OF1830
 OF1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9117583558(NAD 83)
 OF1830
 OF1830  HISTORY     - Date     Condition        Report By
 OF1830  HISTORY     - 1925     MONUMENTED       CGS
 OF1830  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1830  HISTORY     - 19980408 MARK NOT FOUND   USPSQD
 OF1830
 OF1830                          STATION DESCRIPTION
 OF1830
 OF1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1830'IN ROCHESTER, AT THE SOUTHEAST CORNER OF CLIFFORD AVENUE AND
 OF1830'ALFORD STREET, 2.95 METERS SOUTH OF THE CURB ON THE SOUTH SIDE
 OF1830'OF CLIFFORD AVENUE, 16.45 METERS EAST OF AN R.C.S. MARK LOCATED
 OF1830'IN THE SIDEWALK AT THE SOUTHWEST CORNER OF CLIFFORD AVENUE AND
 OF1830'ALFORD STREET, AND 0.25 METER SOUTH OF THE SOUTH EDGE OF THE
 OF1830'SIDEWALK ON THE SOUTH SIDE OF CLIFFORD AVENUE.  STATION IS SET
 OF1830'AS DESCRIBED IN NOTE C.
 OF1830
 OF1830                          STATION RECOVERY (1977)
 OF1830
 OF1830'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1830'ALFORD FOUND IN GOOD CONDITION.
 OF1830
 OF1830                          STATION RECOVERY (1998)
 OF1830
 OF1830'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0195 ***********************************************************************
 OG0195  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0195  DESIGNATION -  ALKA
 OG0195  PID         -  OG0195
 OG0195  STATE/COUNTY-  NY/NIAGARA
 OG0195  USGS QUAD   -  
 OG0195
 OG0195                         *CURRENT SURVEY CONTROL
 OG0195  ___________________________________________________________________
 OG0195* NAD 83(1986)-  43 04 44.     (N)    079 00 41.     (W)     SCALED    
 OG0195* NAVD 88     -       174.419  (meters)     572.24   (feet)  ADJUSTED  
 OG0195  ___________________________________________________________________
 OG0195  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0195  DYNAMIC HT  -         174.376 (meters)     572.10  (feet)  COMP
 OG0195  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 OG0195
 OG0195  VERT ORDER  -  FIRST     CLASS 0
 OG0195
 OG0195.The horizontal coordinates were scaled from a topographic map and have
 OG0195.an estimated accuracy of +/- 6 seconds.
 OG0195
 OG0195.The orthometric height was determined by differential leveling
 OG0195.and adjusted by the National Geodetic Survey in June 1991..
 OG0195
 OG0195.This Tidal Bench Mark is designated as VM 12779
 OG0195.by the Center for Operational Oceanographic Products and Services.
 OG0195
 OG0195.The geoid height was determined by GEOID03.
 OG0195
 OG0195.The dynamic height is computed by dividing the NAVD 88
 OG0195.geopotential number by the normal gravity value computed on the
 OG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0195.degrees latitude (g = 980.6199 gals.).
 OG0195
 OG0195.The modeled gravity was interpolated from observed gravity values.
 OG0195
 OG0195;                    North         East    Units  Estimated Accuracy
 OG0195;SPC NY W     -   342,020.      315,140.      MT  (+/- 180 meters Scaled)
 OG0195
 OG0195                          SUPERSEDED SURVEY CONTROL
 OG0195
 OG0195  NGVD 29 (??/??/92)  174.57   (m)          572.7    (f) COMPUTED    1 0
 OG0195
 OG0195.Superseded values are not recommended for survey control.
 OG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0195.See file dsdata.txt to determine how the superseded data were derived.
 OG0195
 OG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH618714(NAD 83)
 OG0195_MARKER: DD = SURVEY DISK
 OG0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0195_SP_SET: CONCRETE PILASTER
 OG0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0195
 OG0195  HISTORY     - Date     Condition        Report By
 OG0195  HISTORY     - UNK      MONUMENTED       USLS
 OG0195  HISTORY     - 1970     GOOD             NGS
 OG0195  HISTORY     - 1978     MARK NOT FOUND   NGS
 OG0195
 OG0195                          STATION DESCRIPTION
 OG0195
 OG0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OG0195'IN NIAGARA FALLS.
 OG0195'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK ABOUT 1,800 FEET
 OG0195'UPSTREAM FROM THE FOOT OF HYDE PARK BOULEVARD, ON PROPERTY OF THE
 OG0195'HOOKER CHEMICAL CORPORATION, ABOUT 1,700 FEET WEST OF EAST END OF
 OG0195'ROAD THROUGH THE PROPERTY, ON SOUTH SIDE OF THE ROAD AND THE
 OG0195'PARALLELING RAILROAD TRACKS, ABOUT 500 FEET SOUTH OF BUFFALO AVENUE,
 OG0195'ON NORTH FACE OF THE THREE-STORY BRICK CARBONATE BUILDING NO. 39,
 OG0195'14.0 FEET FROM THE NORTHEAST CORNER, 9.1 FEET EAST OF A DOORWAY, 3
 OG0195'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 OG0195'SET INTO A CONCRETE PILASTER.
 OG0195
 OG0195                          STATION RECOVERY (1978)
 OG0195
 OG0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OG0195'NOT RECOVERED AT THIS TIME BECAUSE IT WOULD HAVE TAKEN A DAY TO GET
 OG0195'SECURITY CLEARANCE AND SAFETY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1753 ***********************************************************************
 PH1753  DESIGNATION -  ALLENS FALLS NY STANDPIPE
 PH1753  PID         -  PH1753
 PH1753  STATE/COUNTY-  NY/ST LAWRENCE
 PH1753  USGS QUAD   -  PARISHVILLE (1980)
 PH1753
 PH1753                         *CURRENT SURVEY CONTROL
 PH1753  ___________________________________________________________________
 PH1753* NAD 83(1996)-  44 39 29.61472(N)    074 51 30.57221(W)     ADJUSTED  
 PH1753* NAVD 88     -                                                        
 PH1753  ___________________________________________________________________
 PH1753  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 PH1753  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 PH1753
 PH1753  HORZ ORDER  -  THIRD
 PH1753
 PH1753.The horizontal coordinates were established by classical geodetic methods
 PH1753.and adjusted by the National Geodetic Survey in January 1999..
 PH1753
 PH1753
 PH1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1753
 PH1753.The geoid height was determined by GEOID03.
 PH1753
 PH1753;                    North         East     Units Scale Factor Converg.
 PH1753;SPC NY E     -   646,959.753   121,569.324   MT  0.99990994   -0 15 07.1
 PH1753;SPC NY E     - 2,122,567.12    398,848.69   sFT  0.99990994   -0 15 07.1
 PH1753;UTM  18      - 4,944,994.554   511,219.078   MT  0.99960155   +0 05 58.1
 PH1753
 PH1753                          SUPERSEDED SURVEY CONTROL
 PH1753
 PH1753  NAD 83(1986)-  44 39 29.61841(N)    074 51 30.57447(W) AD(       ) 4
 PH1753  NAD 27      -  44 39 29.40500(N)    074 51 31.86800(W) AD(       ) 3
 PH1753
 PH1753.Superseded values are not recommended for survey control.
 PH1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1753.See file dsdata.txt to determine how the superseded data were derived.
 PH1753
 PH1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1121944995(NAD 83)
 PH1753
 PH1753  HISTORY     - Date     Condition        Report By
 PH1753  HISTORY     - 1942     MONUMENTED       CGS
 PH1753  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 PH1753
 PH1753                          STATION DESCRIPTION
 PH1753
 PH1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1753'STATION IS A WOOD COVERED STANDPIPE ABOUT 7 MILES EASTERLY FROM
 PH1753'POTSDAM.  THE STANDPIPE IS LOCATED ON A SMALL HILL BY THE
 PH1753'PENSTOCK SUPPLYING THE ALLENS FALLS POWER PLANT OF THE CENTRAL
 PH1753'NEW YORK POWER CO.  THE HILL IS IN A SECTION KNOWN LOCALLY AS
 PH1753'ALLENS FALLS.  THE STANDPIPE IS ABOUT 100 FEET HIGH AND ABOUT
 PH1753'20 FEET IN DIAMETER.  THE ENTIRE STRUCTURE IS PAINTED
 PH1753'ALUMINUM.  THE POINT OBSERVED WAS THE FINIAL.
 PH1753
 PH1753                          STATION RECOVERY (1974)
 PH1753
 PH1753'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 PH1753'STATION RECOVERED AS PREVIOUSLY DESCRIBED, EXCEPT THAT IT IS
 PH1753'NOW PAINTED GREEN.  THE STANDPIPE IS 100 FEET HIGH, WITH A
 PH1753'CONICAL TOP, SURMOUNTED BY A BALL, AND SETS ON THE EAST SIDE OF
 PH1753'A HUGE AQUEDUCT LINE, ALSO PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1986 ***********************************************************************
 NB1986  DESIGNATION -  ALLENS HILL RWW 1929
 NB1986  PID         -  NB1986
 NB1986  STATE/COUNTY-  NY/ONTARIO
 NB1986  USGS QUAD   -  HONEOYE (1951)
 NB1986
 NB1986                         *CURRENT SURVEY CONTROL
 NB1986  ___________________________________________________________________
 NB1986* NAD 83(1996)-  42 50 11.93999(N)    077 31 14.60912(W)     ADJUSTED  
 NB1986* NAVD 88     -       317.4    (meters)    1041.     (feet)  VERTCON   
 NB1986  ___________________________________________________________________
 NB1986  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 NB1986  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NB1986
 NB1986  HORZ ORDER  -  SECOND
 NB1986
 NB1986.The horizontal coordinates were established by classical geodetic methods
 NB1986.and adjusted by the National Geodetic Survey in January 1999..
 NB1986
 NB1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1986
 NB1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1986
 NB1986.The geoid height was determined by GEOID03.
 NB1986
 NB1986;                    North         East     Units Scale Factor Converg.
 NB1986;SPC NY C     -   315,450.669   173,366.552   MT  1.00000972   -0 38 14.5
 NB1986;SPC NY C     - 1,034,941.07    568,786.76   sFT  1.00000972   -0 38 14.5
 NB1986;SPC NY W     -   315,572.158   436,870.262   MT  1.00003031   +0 43 21.1
 NB1986;SPC NY W     - 1,035,339.66  1,433,298.52   sFT  1.00003031   +0 43 21.1
 NB1986;UTM  18      - 4,745,757.485   293,991.323   MT  1.00012214   -1 42 52.1
 NB1986
 NB1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1986!SPC NY C     -   0.99995563  x   1.00000972  =   0.99996535
 NB1986!SPC NY W     -   0.99995563  x   1.00003031  =   0.99998594
 NB1986!UTM  18      -   0.99995563  x   1.00012214  =   1.00007776
 NB1986
 NB1986:                Primary Azimuth Mark                     Grid Az
 NB1986:SPC NY C     -  WEST BLOOMFIELD                          349 05 04.5
 NB1986:SPC NY W     -  WEST BLOOMFIELD                          347 43 28.9
 NB1986:UTM  18      -  WEST BLOOMFIELD                          350 09 42.1
 NB1986
 NB1986|---------------------------------------------------------------------|
 NB1986| PID    Reference Object                     Distance      Geod. Az  |
 NB1986|                                                           dddmmss.s |
 NB1986| NB1960 WEST BLOOMFIELD                     APPROX. 6.9 KM 3482650.0 |
 NB1986|---------------------------------------------------------------------|
 NB1986
 NB1986                          SUPERSEDED SURVEY CONTROL
 NB1986
 NB1986  NAD 83(1986)-  42 50 11.94809(N)    077 31 14.60297(W) AD(       ) 2
 NB1986  NAD 27      -  42 50 11.71800(N)    077 31 15.62000(W) AD(       ) 2
 NB1986  NGVD 29 (07/19/86)  317.5    (m)         1042.     (f) VERT ANG       
 NB1986
 NB1986.Superseded values are not recommended for survey control.
 NB1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1986.See file dsdata.txt to determine how the superseded data were derived.
 NB1986
 NB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9399145757(NAD 83)
 NB1986_MARKER: DD = SURVEY DISK
 NB1986_SETTING: 80 = SET IN A BOULDER
 NB1986_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NB1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1986+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2001
 NB1986
 NB1986  HISTORY     - Date     Condition        Report By
 NB1986  HISTORY     - 1929     MONUMENTED       CGS
 NB1986  HISTORY     - 1971     GOOD             LOCSUR
 NB1986  HISTORY     - 1974     GOOD             NGS
 NB1986  HISTORY     - 1984     GOOD             LOCENG
 NB1986  HISTORY     - 20011116 GOOD             INDIV
 NB1986
 NB1986                          STATION DESCRIPTION
 NB1986
 NB1986'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 NB1986'STATION WAS RECOVERED IN GOOD CONDITION.
 NB1986
 NB1986                          STATION RECOVERY (1974)
 NB1986
 NB1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1986'STATION WAS NOT PREVIOUSLY DESCRIBED.  STATION MARK AND BOTH
 NB1986'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  NO AZIMUTH
 NB1986'MARK WAS ESTABLISHED FOR THIS STATION.  DISTANCE TO
 NB1986'REFERENCE MARKS WERE MEASURED BUT ANGLES WERE NOT CHECKED.  VIEW
 NB1986'FROM STATION IS GOOD.
 NB1986'
 NB1986'STATION IS LOCATED IN A CULTIVATED FIELD ON A HILLTOP, WEST
 NB1986'FROM A GRAVEL PIT.  STATION IS MARKED BY A ROCHESTER WATER
 NB1986'WORKS BRONZE DISK STAMPED RWW, SET IN A DRILL HOLE IN A 2 X 4-FOOT
 NB1986'BOULDER PROJECTING 4 INCHES FROM GROUND.  IT IS 41 FEET
 NB1986'EAST OF THE NORTH-SOUTH FENCE, 173 FEET NORTH OF THE EAST-WEST
 NB1986'FENCE AND 3 FEET NORTHEAST OF A WITNESS POST.
 NB1986'
 NB1986'RM NO. 1 IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE,
 NB1986'PROJECTING 12 INCHES FROM GROUND, WITH A 1/4-INCH IRON ROD
 NB1986'IN THE CENTER.  IT IS 5 FEET WEST OF THE NORTH-SOUTH FENCE
 NB1986'AND 6 FEET LOWER THAN STATION.
 NB1986'
 NB1986'RM NO. 2 IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE, PROJECTING
 NB1986'12 INCHES FROM GROUND, WITH A 1/4-INCH IRON ROD IN THE
 NB1986'CENTER.  IT IS 1 FOOT WEST OF THE FENCE AND AT SAME ELEVATION AS
 NB1986'STATION.
 NB1986'
 NB1986'TO REACH STATION FROM THE HONEOYE CENTRAL SCHOOL ON NY
 NB1986'RTE. 20A, GO NORTH ON ALLENS HILL RD. FOR 3.5 MILES TO THE
 NB1986'FISHER FARM ON LEFT.  AT SOUTH SIDE OF THE PROPERTY GO WEST
 NB1986'ON DIRT ROAD ALONG FENCE AND TO LEFT OF A GRAVEL PIT,
 NB1986'FOR 1600 FEET TO FENCE CORNER AND STATION ON HILL 173 FEET NORTH.
 NB1986'
 NB1986'NOTE--THE DISTANCE AND ANGLES TO REFERENCE MARKS WERE
 NB1986'MEASURED BY THE ROCHESTER WATER WORKS DEPT. IN 1929, AND
 NB1986'WERE OBTAINED FROM THE PRECISE SURVEYS DEPT. OF CITY OF ROCHESTER.
 NB1986'
 NB1986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1986'3-1/2 MILES NORTH OF HONEOYE.
 NB1986
 NB1986                          STATION RECOVERY (1984)
 NB1986
 NB1986'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RJW)
 NB1986'RWW FOUND GOOD.
 NB1986'
 NB1986'MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NB1986'STATION IS 98 FEET EAST OF NORTH-SOUTH FENCE, AND NOT 41 FEET AS
 NB1986'PREVIOUSLY DESCRIBED.  TO REACH STATION FROM NY ROUTE 20A AND
 NB1986'JUNCTION WITH ALLENS HILL ROAD IN HONEOYE, GO NORTH FOR 3.8
 NB1986'MILES TO BELCHER ROAD.  TURN LEFT ON BELCHER ROAD AND GO 0.35 MILE
 NB1986'TO DIRT ROAD ALONG FENCELINE ON LEFT.  TURN LEFT ON DIRT
 NB1986'ROAD AND GO 0.25 MILE TO STATION ON LEFT.  STATION IS ON THE
 NB1986'PROPERTY OF THE FISHER HORSE FARM, OWNED BY MR. BOB FISHER.
 NB1986'MR. FISHER WAS CONTACTED AT THE TIME OF THIS RECOVERY.
 NB1986
 NB1986                          STATION RECOVERY (2001)
 NB1986
 NB1986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NB1986'STATION MARK RECOVERED IN GOOD CONDITION 3 FEET NE OF A WITNESS POST,
 NB1986'REFERENCE MARKS NOT SEARCHED FOR.  THIS AREA NO LONGER CULTIVATED AND
 NB1986'IS NOW OVERGROWN WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3186 ***********************************************************************
 KU3186  DESIGNATION -  ALLEVARD
 KU3186  PID         -  KU3186
 KU3186  STATE/COUNTY-  NY/NASSAU
 KU3186  USGS QUAD   -  LAWRENCE (1979)
 KU3186
 KU3186                         *CURRENT SURVEY CONTROL
 KU3186  ___________________________________________________________________
 KU3186* NAD 83(1996)-  40 35 09.49524(N)    073 37 40.87205(W)     ADJUSTED  
 KU3186* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 KU3186  ___________________________________________________________________
 KU3186  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 KU3186  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KU3186
 KU3186  HORZ ORDER  -  FIRST
 KU3186
 KU3186.The horizontal coordinates were established by classical geodetic methods
 KU3186.and adjusted by the National Geodetic Survey in January 1999..
 KU3186
 KU3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3186
 KU3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3186
 KU3186.The geoid height was determined by GEOID03.
 KU3186
 KU3186;                    North         East     Units Scale Factor Converg.
 KU3186;SPC NY L     -    46,628.639   331,491.701   MT  1.00000547   +0 14 35.9
 KU3186;SPC NY L     -   152,980.79  1,087,569.02   sFT  1.00000547   +0 14 35.9
 KU3186;UTM  18      - 4,493,702.046   616,106.347   MT  0.99976593   +0 53 33.7
 KU3186
 KU3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3186!SPC NY L     -   1.00000416  x   1.00000547  =   1.00000963
 KU3186!UTM  18      -   1.00000416  x   0.99976593  =   0.99977008
 KU3186
 KU3186|---------------------------------------------------------------------|
 KU3186| PID    Reference Object                     Distance      Geod. Az  |
 KU3186|                                                           dddmmss.s |
 KU3186| CB6566 ALLEVARD RM 1                        27.319 METERS 03707     |
 KU3186| CB6565 ALLEVARD AZ MK                                     3024426.2 |
 KU3186| CB6567 ALLEVARD RM 2                        21.592 METERS 33237     |
 KU3186| KU3222 ISLAND PK LONG IS LIGHT CO STK      APPROX. 3.7 KM 3335436.2 |
 KU3186|---------------------------------------------------------------------|
 KU3186
 KU3186                          SUPERSEDED SURVEY CONTROL
 KU3186
 KU3186  NAD 83(1986)-  40 35 09.49855(N)    073 37 40.87137(W) AD(       ) 1
 KU3186  NAD 27      -  40 35 09.12163(N)    073 37 42.39815(W) AD(       ) 1
 KU3186  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 KU3186
 KU3186.Superseded values are not recommended for survey control.
 KU3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3186.See file dsdata.txt to determine how the superseded data were derived.
 KU3186
 KU3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1610693702(NAD 83)
 KU3186_MARKER: DS = TRIANGULATION STATION DISK
 KU3186_SETTING: 0 = UNSPECIFIED SETTING
 KU3186
 KU3186  HISTORY     - Date     Condition        Report By
 KU3186  HISTORY     - 1962     MONUMENTED       CGS
 KU3186  HISTORY     - 1965     GOOD             CGS
 KU3186
 KU3186                          STATION DESCRIPTION
 KU3186
 KU3186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3186'THE STATION IS LOCATED AT LIDO BEACH IN THE COMMUNITY
 KU3186'OF ALLEVARD, 1 BLOCK SOUTH OF LIDO BOULEVARD ON A SAND DUNE
 KU3186'AT THE SOUTH END OF ALLEVARD STREET.
 KU3186'
 KU3186'TO REACH THE STATION FROM THE POST OFFICE IN LONG BEACH AT
 KU3186'THE INTERSECTION OF EAST PARK 100 AND RIVERSIDE BOULEVARD,
 KU3186'GO EAST ON EAST PARK FOR 1.2 MILE TO THE CITY LIMITS, AT
 KU3186'WHICH POINT THE STREET NARROWS AND ITS NAME CHANGES TO
 KU3186'LIDO BOULEVARD, CONTINUE EAST ON LIDO BOULEVARD FOR
 KU3186'0.6 MILE TO THE INTERSECTION WITH ALLEVARD STREET, TURN
 KU3186'RIGHT ON ALLEVARD STREET AND GO SOUTH 1 BLOCK TO THE STREET
 KU3186'ENDING AND THE STATION AS DESCRIBED.
 KU3186'
 KU3186'THE STATION MARK IS 72.5 FEET SOUTHWEST OF A STREET LIGHT
 KU3186'POLE AT THE SOUTH END OF ALLEVARD STREET AND 64.1 FEET
 KU3186'SOUTHEAST OF THE CENTER OF A METAL GATE LEADING TO A PARKING
 KU3186'LOT.  IT IS A STANDARD DISK SET IN THE TOP OF A SOIL PIPE
 KU3186'WHICH PROJECTS 10 INCHES AND IS ABOUT 10 FEET ABOVE STREET
 KU3186'LEVEL.  THE MARK IS STAMPED ALLEVARD 1962.
 KU3186'
 KU3186'REFERENCE MARK NO. 1 IS SET IN THE SIDEWALK 3.5 FEET EAST
 KU3186'OF THE CURB AND 1.0 FEET SOUTH OF THE LIGHT POLE AT THE SOUTH
 KU3186'END OF ALLEVARD STREET.  IT IS A STANDARD DISK STAMPED
 KU3186'ALLEVARD NO 1 1962.
 KU3186'
 KU3186'REFERENCE MARK NO. 2 IS SET IN THE SIDEWALK 17.5 FEET
 KU3186'NORTHEAST OF THE NORTH GATE POST OF THE GATE LEADING TO A
 KU3186'PARKING LOT, 8.5 FEET EAST FROM THE WEST END OF THE SIDEWALK
 KU3186'AND 2.4 FEET SOUTH OF A BOARD FENCE.  IT IS A STANDARD DISK
 KU3186'STAMPED ALLEVARD NO 2 1962.
 KU3186'
 KU3186'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 87.2 FEET.
 KU3186
 KU3186                          STATION RECOVERY (1965)
 KU3186
 KU3186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3186'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 KU3186'IN GOOD CONDITION.  THIS PARTY ESTABLISHED AN AZIMUTH
 KU3186'MARK.  THE 1962 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 KU3186'DATUM.
 KU3186'
 KU3186'THE STATION MARK IS 91.3 FEET SOUTHWEST OF A STREET LIGHT
 KU3186'POLE AT THE SOUTH END OF ALLEVARD STREET AND PROJECTS 18
 KU3186'INCHES ABOVE THE SAND.
 KU3186'
 KU3186'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALLEVARD 1965,
 KU3186'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3186'FLUSH WITH THE GROUND SURFACE.  IT IS 51.5 FEET NORTHWEST
 KU3186'OF A FIRE HYDRANT, 44 FEET SOUTHWEST OF THE CENTER OF LIDO
 KU3186'BOULEVARD, 3.7 FEET NORTHWEST OF POWER LINE POLE NO. 22,
 KU3186'AND 1.7 FEET SOUTHWEST OF THE CURB.
 KU3186'
 KU3186'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 KU3186'ALLEVARD STREET FOR 0.1 MILE TO LIDO BOULEVARD.  TURN LEFT AND
 KU3186'GO WEST ON LIDO BOULEVARD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 KU3186'THE LEFT, SOUTH, SIDE OF THE ROAD.
 KU3186'
 KU3186'HEIGHT OF LIGHT ABOVE STATION MARK 45.9 FEET.
 KU3186'
 KU3186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU3186'IN LONG BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1427 ***********************************************************************
 OF1427  DESIGNATION -  ALLOWAY
 OF1427  PID         -  OF1427
 OF1427  STATE/COUNTY-  NY/ONTARIO
 OF1427  USGS QUAD   -  NEWARK (1976)
 OF1427
 OF1427                         *CURRENT SURVEY CONTROL
 OF1427  ___________________________________________________________________
 OF1427* NAD 83(1996)-  43 00 06.99707(N)    077 00 58.60359(W)     ADJUSTED  
 OF1427* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 OF1427  ___________________________________________________________________
 OF1427  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 OF1427  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OF1427
 OF1427  HORZ ORDER  -  SECOND
 OF1427
 OF1427.The horizontal coordinates were established by classical geodetic methods
 OF1427.and adjusted by the National Geodetic Survey in January 1999..
 OF1427
 OF1427.The orthometric height was scaled from a topographic map.
 OF1427
 OF1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1427
 OF1427.The geoid height was determined by GEOID03.
 OF1427
 OF1427;                    North         East     Units Scale Factor Converg.
 OF1427;SPC NY C     -   333,476.899   214,700.505   MT  0.99995282   -0 17 43.0
 OF1427;SPC NY C     - 1,094,082.13    704,396.57   sFT  0.99995282   -0 17 43.0
 OF1427;UTM  18      - 4,763,003.218   335,659.198   MT  0.99993226   -1 22 31.6
 OF1427
 OF1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1427!SPC NY C     -   0.99997552  x   0.99995282  =   0.99992835
 OF1427!UTM  18      -   0.99997552  x   0.99993226  =   0.99990779
 OF1427
 OF1427:                Primary Azimuth Mark                     Grid Az
 OF1427:SPC NY C     -  ALLOWAY AZ MK                            011 40 37.8
 OF1427:UTM  18      -  ALLOWAY AZ MK                            012 45 26.4
 OF1427
 OF1427|---------------------------------------------------------------------|
 OF1427| PID    Reference Object                     Distance      Geod. Az  |
 OF1427|                                                           dddmmss.s |
 OF1427| AI8445 ALLOWAY AZ MK                                      0112254.8 |
 OF1427| OF1419 WAYNE COUNTY CTHSE DOME FLAG        APPROX. 7.1 KM 0152804.6 |
 OF1427| OF1417 BURNS LYONS CANNING CORP STACK      APPROX. 7.3 KM 0315741.6 |
 OF1427| OF1414 CLYDE STANDPIPE                     APPROX.15.2 KM 0533128.8 |
 OF1427| NB1863 GENEVA TRINITY CHURCH SPIRE         APPROX.15.5 KM 1703035.1 |
 OF1427| AI8444 ALLOWAY RM 2                         30.861 METERS 17145     |
 OF1427| NB1864 SHURON OPTICAL CO INC WATER TK      APPROX.14.9 KM 1742924.5 |
 OF1427| NB1868 PHELPS METHODIST CHURCH SPIRE       APPROX. 6.1 KM 2190756.8 |
 OF1427| NB1869 PHELPS FLOSS SILVER TANK            APPROX. 6.2 KM 2195215.2 |
 OF1427| OF1425 NEWARK ST HOSP RED BRICK STACK      APPROX. 7.0 KM 3072040.3 |
 OF1427| OF1426 NEWARK STATE HOSPITAL WATER TK      APPROX. 7.1 KM 3090913.3 |
 OF1427| AI8443 ALLOWAY RM 1                         30.849 METERS 35035     |
 OF1427|---------------------------------------------------------------------|
 OF1427
 OF1427                          SUPERSEDED SURVEY CONTROL
 OF1427
 OF1427  NAD 83(1986)-  43 00 07.00478(N)    077 00 58.59937(W) AD(       ) 2
 OF1427  NAD 27      -  43 00 06.77900(N)    077 00 59.71000(W) AD(       ) 2
 OF1427
 OF1427.Superseded values are not recommended for survey control.
 OF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1427.See file dsdata.txt to determine how the superseded data were derived.
 OF1427
 OF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN3565963003(NAD 83)
 OF1427_MARKER: DS = TRIANGULATION STATION DISK
 OF1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1427_STAMPING: ALLOWAY 1943
 OF1427_MARK LOGO: CGS   
 OF1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1427
 OF1427  HISTORY     - Date     Condition        Report By
 OF1427  HISTORY     - 1943     MONUMENTED       CGS
 OF1427  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OF1427  HISTORY     - 19830823 GOOD             NGS
 OF1427
 OF1427                          STATION DESCRIPTION
 OF1427
 OF1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1427'ABOUT 4-1/2 MILES SOUTH OF LYONS.  ABOUT 5 MILES SOUTHEAST
 OF1427'OF NEWARK.  ABOUT 9-1/2 MILES SOUTHWEST OF CLYDE ON LAND OWNED
 OF1427'BY MR. JOHN CONNE.  THE STATION IS ABOUT 0.35 MILE NORTH OF
 OF1427'MR. CONNES HOUSE AND IS ON THE HIGH PART OF A SHARP RIDGE.  THE
 OF1427'STATION IS IN THE NORTH-SOUTH FENCE, 74 PACES SOUTH OF EAST-WEST
 OF1427'FENCE AND ROCK FENCE REMAINS.  THE MARK PROJECTS 6 INCHES AND
 OF1427'IS STAMPED--ALLOWAY 1943.
 OF1427'
 OF1427'REFERENCE MARK NO. 1 IS NORTH OF THE STATION IN THE NORTH-SOUTH
 OF1427'FENCE LINE, AND IS 40 PACES SOUTH OF THE EAST-WEST FENCE
 OF1427'LINE.  THE MARK PROJECTS 4 INCHES.
 OF1427'
 OF1427'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION IN THE NORTH-SOUTH
 OF1427'FENCE LINE AND IS ABOUT 6 FEET LOWER THAN THE STATION.  THE
 OF1427'MARK PROJECTS 4 INCHES.
 OF1427'
 OF1427'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 21
 OF1427'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 55 FEET
 OF1427'SOUTHWEST OF CENTER OF TRIANGLE FORMED BY T ROAD, AND IS ABOUT
 OF1427'100 FEET SOUTH OF A WHITE HOUSE.  IT IS 3 FEET SOUTHWEST OF A
 OF1427'TELEPHONE POLE AND PROJECTS 8 INCHES.  THE AZIMUTH IS REACHED
 OF1427'FROM MR. CONNES HOUSE AND BARN BY GOING 0.75 MILE NORTH ON THE
 OF1427'MAIN ROAD TO AZIMUTH ON THE WEST SIDE OF THE ROAD.
 OF1427'
 OF1427'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 OF1427'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 OF1427'
 OF1427'REACHED FROM LYONS AT THE JUNCTION OF STATE ROUTES NO. 14 AND
 OF1427'NO. 31 AT TRAFFIC LIGHT AND TEXACO SERVICE STATION BY GOING
 OF1427'SOUTH ON ROUTES NO. 14 AND 31 FOR 0.3 MILE TO JUNCTION OF
 OF1427'ROUTES NO. 14 AND 31 JUST AFTER CROSSING BARGE CANAL.  CONTINUE
 OF1427'SOUTH ON ROUTE NO. 14 FOR 2.6 MILES TO CROSSROADS IN
 OF1427'ALLOWAY.  THEN TURN RIGHT, WEST, AND GO 0.55 MILE TO
 OF1427'CROSSROADS.  THEN TURN LEFT, SOUTH, ON PAVED ROAD AND GO 0.8
 OF1427'MILE TO CROSSROADS.  THEN TURN RIGHT, WEST, AND GO 0.85 MILE TO
 OF1427'A T-ROAD.  (THE AZIMUTH MARK IS ON THE WEST SIDE OF THE
 OF1427'ROAD HERE), THEN TURN LEFT, SOUTH, ON A GRAVEL ROAD AND GO 0.75
 OF1427'MILE TO A GRAVEL DRIVE LEADING TO A BARN JUST AFTER PASSING
 OF1427'MR. CONNES HOUSE ON RIGHT.  THEN TURN RIGHT INTO DRIVE,
 OF1427'WEST, AND GO 0.05 MILE TO A PLANK GATE.  GO THROUGH GATE AND
 OF1427'TURN RIGHT, NORTH, ALONG WEST SIDE OF FENCE AND THEN GO 0.35
 OF1427'MILE TO FENCE POST WITH TRIANGLE BLAZE AND STATION SITE.
 OF1427'
 OF1427'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OF1427
 OF1427                          STATION RECOVERY (1974)
 OF1427
 OF1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 OF1427'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OF1427'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, AND ACCORDING TO
 OF1427'LOCAL INFORMATION PRE EMPTION ROAD WAS LOWERED, WIDENED, AND
 OF1427'PAVED IN THE VICINITY OF THE AZIMUTH MARK.  DISTANCE AND
 OF1427'ANGLES TO THE REFERENCE MARKS WERE NOT CHECKED.  VIEW IS OPEN
 OF1427'IN ALL DIRECTIONS FROM STATION.
 OF1427'
 OF1427'STATION IS LOCATED 0.8 MILE SOUTH OF THE ONTARIO-WAYNE COUNTY
 OF1427'LINE, ON AN OPEN-TOPPED RIDGE.  STATION MARK IS A STANDARD DISK
 OF1427'STAMPED ALLOWAY 1943, SET IN THE TOP OF A SQUARE CONCRETE
 OF1427'MONUMENT PROJECTING 6 INCHES FROM GROUND.  IT IS 200 FEET SOUTH
 OF1427'OF THE EAST-WEST FENCE.
 OF1427'
 OF1427'RM NO. 1 IS A STANDARD DISK STAMPED ALLOWAY NO 1 1943, SET
 OF1427'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 OF1427'FROM GROUND.  IT IS 100 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 OF1427'
 OF1427'RM NO. 2 IS A STANDARD DISK STAMPED ALLOWAY NO 2 1943, SET IN
 OF1427'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 OF1427'FROM GROUND.  IT IS ABOUT 6 FEET LOWER THAN STATION MARK.
 OF1427'
 OF1427'TO REACH STATION FROM INTERCHANGE NO. 42 OF THE NEW YORK
 OF1427'THRUWAY, GO NORTH ON NY RTE. 14 FOR 2.0 MILES TO A T-ROAD
 OF1427'LEFT.  GO LEFT ON GIFFORD RD. FOR 2.0 MILES TO A CROSSROAD.  GO
 OF1427'RIGHT, NORTH, ON PRE EMPTION ROAD FOR 1.5 MILES TO A LARGE BARN
 OF1427'WITH 2 SILOS ON THE RIGHT, AND A FENCE AND HEDGEROW RUNNING WEST
 OF1427'UPHILL ON LEFT.  GO WEST ALONG THE FENCE FOR 0.2 MILE TO TOP
 OF1427'OF HILL AND STATION.
 OF1427'
 OF1427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1427'4-1/2 MILES SOUTH OF LYONS.
 OF1427
 OF1427                          STATION RECOVERY (1983)
 OF1427
 OF1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OF1427'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OF1427'CONDITION.  THE AZIMUTH MARK WAS PROBABLY DESTROYED BY ROAD
 OF1427'CONSTRUCTION, SO AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  THE
 OF1427'DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE
 OF1427'MARK 1 CHECKED BUT A SHORTER DISTANCE OF 0.10 FOOT (3.05 CM) WAS NOTED
 OF1427'TO REFERENCE MARK 2.  THIS WAS PROBABLY CAUSED BY THE DIFFERENCE IN
 OF1427'ELEVATION.  A NEW DESCRIPTION FOLLOWS.
 OF1427'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) SOUTHWEST OF CLYDE, 8
 OF1427'KM (4.95 MI) SOUTHEAST OF NEWARK AND 7.2 KM (4.45 MI) SOUTH OF LYONS.
 OF1427'IT IS ON THE HIGHEST POINT OF A CLEARED HILL.  OWNERSHIP--JOHN CANNE,
 OF1427'R.D. NUMBER 2, PHELPS, NEW YORK, 14532.  TO REACH THE STATION FROM THE
 OF1427'JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 14 (EXIT 42) ABOUT
 OF1427'8 KM (4.95 MI) NORTH OF GENEUA, GO NORTH ON HIGHWAY 14 FOR 3.4 KM
 OF1427'(2.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GIFFORD ROAD
 OF1427'FOR 3.1 KM (1.90 MI) TO A CROSSROAD. TURN RIGHT AND GO NORTH ON COUNTY
 OF1427'ROAD 6 FOR 2.6 KM (1.60 MI) TO A LARGE BARN AND TWO SILOS ON THE RIGHT
 OF1427'AND A FENCE AND A HEDGEROW ON THE LEFT AND END OF TRUCK TRAVEL.  PACK
 OF1427'WEST, UPHILL FOR 0.2 KM (0.10 MI) TO THE HIGHEST POINT OF THE HILL AND
 OF1427'THE STATION.
 OF1427'STATION IS A STANDARD CGS DISK STAMPED--ALLOWAY 1943--, SET INTO THE
 OF1427'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 OF1427'PROJECTING 2 INCHES (5 CM) ABO THE GROUND.  LOCATED 70.1 METERS (230.0
 OF1427'FT) SOUTH FROM A EAST-WEST HEDGEROW AND WIRE FENCE.  32.3 METERS
 OF1427'(106.0 FT) NORTH-NORTHWEST FROM A CLUMP OF BUSHES ON SLOPE OF HILL.
 OF1427'0.3 METER (1.0 FT) WEST FROM A CARSONITE WITNESS POST AND SIGN.
 OF1427'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ALLOWAY NO 1
 OF1427'1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 OF1427'CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED
 OF1427'39.3 METERS (128.9 FT) SOUTH FROM THE EAST-WEST HEDGEROW AND WIRE
 OF1427'FENCE.  30.8 METERS (101.0 FT) NORTH FROM THE CARSONITE WITNESS POST
 OF1427'AND SIGN AND 0.9 METER (3.0 FT) LOWER THAN THE STATION.
 OF1427'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ALLOWAY NO 2
 OF1427'1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 OF1427'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 OF1427'30.8 METERS (101.0 FT) SOUTH FROM THE CARSONITE WITNESS POST AND SIGN.
 OF1427'12.5 METERS (41.0 FT) WEST FROM THE CLUMP OF BUSHES ON THE SLOPE OF
 OF1427'HILL AND 2.4 METERS (7.9 FT) LOWER THAN THE STATION.
 OF1427'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED--ALLOWAY 1943 NO 2 1983--,
 OF1427'CEMENTED IN A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER THAT IS FLUSH
 OF1427'WITH THE GROUND.  IT IS 27.4 METERS (89.9 FT) EAST OF THE CENTER OF
 OF1427'COUNTY ROAD NUMBER 6, 19.7 METERS (64.6 FT) EAST-NORTHEAST OF
 OF1427'TELEPHONE POLE NUMBER 14663-1, 11.9 METERS (39.0 FT) SOUTH OF THE
 OF1427'CENTER OF BOHNER ROAD AND 5.8 METERS (19.0 FT) NORTHWEST OF THE WEST
 OF1427'END OF A CONCRETE CULVERT.  DESCRIBED BY ALFRED BAUGH. THE STATION IS
 OF1427'LOCATED ABOUT 15.3 KM (9.50 MI) SOUTHWEST OF CLYDE, 8 KM (4.95 MI)
 OF1427'SOUTHEAST OF NEWARK, 6.4 KM (3.95 MI) SOUTH OF LYONS AND AT THE
 OF1427'SOUTHEAST POINT OF THE INTERSECTION OF COUNTY ROAD NUMBER 6 AND BOHNER
 OF1427'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 OF1427'AND STATE HIGHWAY 14 (EXIT 42) , ABOUT 8 KM (4.95 MI) NORTH OF GENEUA,
 OF1427'GO NORTH ON HIGHWAY 14 FOR 3.4 KM (2.10 MI) TO A SIDE ROAD LEFT.  TURN
 OF1427'LEFT AND GO WEST ON GIFFORD ROAD FOR 3.1 KM (1.90 MI) TO A CROSSROAD.
 OF1427'TURN RIGHT AND GO NORTH ON COUNTY ROAD NUMBER 6 FOR 3.1 KM (1.90 MI)
 OF1427'TO A SIDE ROAD RIGHT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0974 ***********************************************************************
 NC0974  DESIGNATION -  ALMA ATT MICROWAVE RELAY TOWER
 NC0974  PID         -  NC0974
 NC0974  STATE/COUNTY-  NY/ALLEGANY
 NC0974  USGS QUAD   -  ALLENTOWN (1976)
 NC0974
 NC0974                         *CURRENT SURVEY CONTROL
 NC0974  ___________________________________________________________________
 NC0974* NAD 83(1996)-  42 02 30.25485(N)    078 00 25.08387(W)     ADJUSTED  
 NC0974* NAVD 88     -                                                        
 NC0974  ___________________________________________________________________
 NC0974  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NC0974  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NC0974
 NC0974  HORZ ORDER  -  THIRD
 NC0974
 NC0974.The horizontal coordinates were established by classical geodetic methods
 NC0974.and adjusted by the National Geodetic Survey in January 1999..
 NC0974
 NC0974
 NC0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0974
 NC0974.The geoid height was determined by GEOID03.
 NC0974
 NC0974;                    North         East     Units Scale Factor Converg.
 NC0974;SPC NY W     -   226,890.342   397,718.213   MT  0.99996551   +0 23 09.5
 NC0974;SPC NY W     -   744,389.40  1,304,847.17   sFT  0.99996551   +0 23 09.5
 NC0974;SPC PA N     -   208,272.626   578,723.632   MT  1.00001618   -0 10 12.0
 NC0974;SPC PA N     -   683,307.77  1,898,695.78   sFT  1.00001618   -0 10 12.0
 NC0974;UTM  17      - 4,658,745.420   747,725.567   MT  1.00035519   +2 00 19.3
 NC0974;UTM  18      - 4,658,785.904   251,120.918   MT  1.00036224   -2 00 53.0
 NC0974
 NC0974                          SUPERSEDED SURVEY CONTROL
 NC0974
 NC0974  NAD 83(1986)-  42 02 30.25717(N)    078 00 25.08005(W) AD(       ) 4
 NC0974  NAD 27      -  42 02 30.01750(N)    078 00 26.06874(W) AD(       ) 3
 NC0974
 NC0974.Superseded values are not recommended for survey control.
 NC0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0974.See file dsdata.txt to determine how the superseded data were derived.
 NC0974
 NC0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4772658745(NAD 83)
 NC0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0974+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 NC0974
 NC0974  HISTORY     - Date     Condition        Report By
 NC0974  HISTORY     - 1967     MONUMENTED       CGS
 NC0974  HISTORY     - 20031117 GOOD             USPSQD
 NC0974
 NC0974                          STATION DESCRIPTION
 NC0974
 NC0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 NC0974'THE STATION IS LOCATED 6-1/2 MILES SOUTHWEST OF WELLSVILLE.  1-1/2
 NC0974'MILES NORTH OF THE PENNSYLVANIA STATE LINE.  ON ALMA HILL.  ALONG
 NC0974'ALMA HILL ROAD.  IT IS CONSTRUCTED OF STRUCTURAL STEEL WITH FOUR
 NC0974'LEGS, PAINTED ALTERNATE ORANGE AND WHITE, WITH SIX BOX ANTENNAS
 NC0974'LOCATED ON TWO SEPARATE DECKS AT THE APEX.  IT IS 250 FEET HIGH
 NC0974'WITH A FLASHING LIGHT AT THE TOP CENTER.  THE INTERSECTION POINT
 NC0974'IS THE LIGHT.
 NC0974
 NC0974                          STATION RECOVERY (2003)
 NC0974
 NC0974'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0972 ***********************************************************************
 NC0972  DESIGNATION -  ALMA LOOKOUT TOWER
 NC0972  PID         -  NC0972
 NC0972  STATE/COUNTY-  NY/ALLEGANY
 NC0972  USGS QUAD   -  ALLENTOWN (1976)
 NC0972
 NC0972                         *CURRENT SURVEY CONTROL
 NC0972  ___________________________________________________________________
 NC0972* NAD 83(1996)-  42 02 59.13475(N)    078 00 49.07266(W)     ADJUSTED  
 NC0972* NAVD 88     -                                                        
 NC0972  ___________________________________________________________________
 NC0972  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 NC0972  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NC0972
 NC0972  HORZ ORDER  -  THIRD
 NC0972
 NC0972.The horizontal coordinates were established by classical geodetic methods
 NC0972.and adjusted by the National Geodetic Survey in January 1999..
 NC0972
 NC0972
 NC0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0972
 NC0972.The geoid height was determined by GEOID03.
 NC0972
 NC0972;                    North         East     Units Scale Factor Converg.
 NC0972;SPC NY W     -   227,777.654   397,160.591   MT  0.99996486   +0 22 53.7
 NC0972;SPC NY W     -   747,300.52  1,303,017.71   sFT  0.99996486   +0 22 53.7
 NC0972;SPC PA N     -   209,165.354   578,174.618   MT  1.00001772   -0 10 27.8
 NC0972;SPC PA N     -   686,236.67  1,896,894.56   sFT  1.00001772   -0 10 27.8
 NC0972;UTM  17      - 4,659,616.957   747,142.865   MT  1.00035164   +2 00 04.3
 NC0972;UTM  18      - 4,659,696.160   250,600.749   MT  1.00036543   -2 01 10.2
 NC0972
 NC0972                          SUPERSEDED SURVEY CONTROL
 NC0972
 NC0972  NAD 83(1986)-  42 02 59.13713(N)    078 00 49.06836(W) AD(       ) 4
 NC0972  NAD 27      -  42 02 58.89596(N)    078 00 50.05358(W) AD(       ) 3
 NC0972
 NC0972.Superseded values are not recommended for survey control.
 NC0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0972.See file dsdata.txt to determine how the superseded data were derived.
 NC0972
 NC0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4714359617(NAD 83)
 NC0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0972+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 NC0972
 NC0972  HISTORY     - Date     Condition        Report By
 NC0972  HISTORY     - 1964     MONUMENTED       CGS
 NC0972  HISTORY     - 20031117 GOOD             USPSQD
 NC0972
 NC0972                          STATION DESCRIPTION
 NC0972
 NC0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 NC0972'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED NEAR
 NC0972'THE HIGHEST POINT OF ALMA HILL.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 NC0972'OF THE VILLAGE OF ALMA, 3-1/2 MILES SOUTHEAST OF ALLENTOWN, AND
 NC0972'6-1/4 MILES SOUTH-SOUTHWEST OF WELLSVILLE.  IT IS AN ABANDONED,
 NC0972'FOUR-LEGGED SELF-SUPPORTED STEEL TOWER WITHOUT AN OBSERVATION
 NC0972'CABIN AT THE TOP.  ITS OVERALL HEIGHT IS APPROXIMATELY 80 FEET.
 NC0972'
 NC0972'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 NC0972'ALMA, GO EAST ON THE PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD
 NC0972'LEFT.  CONTINUE STRAIGHT AHEAD (E) FOR 0.3 MILE TO ANOTHER SIDE
 NC0972'ROAD LEFT (ALMA HILL ROAD).  TURN LEFT ON ALMA HILL ROAD AND GO
 NC0972'NORTH AND EAST FOR 4.0 MILES TO A TRACK ROAD LEFT.  TURN LEFT
 NC0972'AND GO WEST FOR 0.1 MILE TO AN OIL WELL CABLE.  CONTINUE WEST
 NC0972'AND NORTH ON THE MTR FOR 0.15 MILE TO THE STATION.
 NC0972
 NC0972                          STATION RECOVERY (2003)
 NC0972
 NC0972'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0972'SINCE 1964 STATION DESCRIPTION, AN OBSERVATION CABIN WAS ADDED TO THE
 NC0972'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0971 ***********************************************************************
 NC0971  DESIGNATION -  ALMA MICROWAVE TOWER
 NC0971  PID         -  NC0971
 NC0971  STATE/COUNTY-  NY/ALLEGANY
 NC0971  USGS QUAD   -  ALLENTOWN (1976)
 NC0971
 NC0971                         *CURRENT SURVEY CONTROL
 NC0971  ___________________________________________________________________
 NC0971* NAD 83(1996)-  42 03 10.00117(N)    078 00 51.78178(W)     ADJUSTED  
 NC0971* NAVD 88     -                                                        
 NC0971  ___________________________________________________________________
 NC0971  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 NC0971  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NC0971
 NC0971  HORZ ORDER  -  THIRD
 NC0971
 NC0971.The horizontal coordinates were established by classical geodetic methods
 NC0971.and adjusted by the National Geodetic Survey in January 1999..
 NC0971
 NC0971
 NC0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0971
 NC0971.The geoid height was determined by GEOID03.
 NC0971
 NC0971;                    North         East     Units Scale Factor Converg.
 NC0971;SPC NY W     -   228,112.493   397,096.066   MT  0.99996478   +0 22 52.0
 NC0971;SPC NY W     -   748,399.07  1,302,806.01   sFT  0.99996478   +0 22 52.0
 NC0971;SPC PA N     -   209,500.821   578,113.342   MT  1.00001830   -0 10 29.6
 NC0971;SPC PA N     -   687,337.28  1,896,693.52   sFT  1.00001830   -0 10 29.6
 NC0971;UTM  17      - 4,659,949.966   747,068.873   MT  1.00035119   +2 00 03.0
 NC0971;UTM  18      - 4,660,033.543   250,550.289   MT  1.00036574   -2 01 12.4
 NC0971
 NC0971                          SUPERSEDED SURVEY CONTROL
 NC0971
 NC0971  NAD 83(1986)-  42 03 10.00361(N)    078 00 51.77794(W) AD(       ) 4
 NC0971  NAD 27      -  42 03 09.76169(N)    078 00 52.76397(W) AD(       ) 3
 NC0971
 NC0971.Superseded values are not recommended for survey control.
 NC0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0971.See file dsdata.txt to determine how the superseded data were derived.
 NC0971
 NC0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4706959950(NAD 83)
 NC0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0971+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 NC0971
 NC0971  HISTORY     - Date     Condition        Report By
 NC0971  HISTORY     - 1964     MONUMENTED       CGS
 NC0971  HISTORY     - 20031117 GOOD             USPSQD
 NC0971
 NC0971                          STATION DESCRIPTION
 NC0971
 NC0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 NC0971'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED NEAR
 NC0971'THE HIGHEST POINT OF ALMA HILL.  IT IS ABOUT 3-1/2 MILES NORTHEAST
 NC0971'OF THE VILLAGE OF ALMA, 3-1/2 MILES SOUTHEAST OF ALLENTOWN, AND
 NC0971'6 MILES SOUTHWEST OF WELLSVILLE.  IT IS A THREE LEGGED TUBULAR
 NC0971'STEEL STRUCTURE PAINTED IN ALTERNATE STRIPES OF RED AND WHITE
 NC0971'AND IT HAS THREE METALLIC COLORED SHIELDS NEAR THE TOP.  THE
 NC0971'TOWER IS ABOUT 80 FEET HIGH.
 NC0971'
 NC0971'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF ALMA,
 NC0971'GO EAST ON THE PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD
 NC0971'LEFT.  CONTINUE STRAIGHT AHEAD (E) FOR 0.3 MILE TO ANOTHER SIDE
 NC0971'ROAD LEFT (ALMA HILL ROAD).  TURN LEFT ON ALMA HILL ROAD AND GO
 NC0971'NORTH AND EAST FOR 4.2 MILES TO SIDE ROAD RIGHT (SOUTH BRANCH
 NC0971'ROAD) AND A PRIVATE GRAVELED ROAD LEFT.  TURN LEFT AND GO WEST
 NC0971'FOR 0.25 MILE TO THE STATION.
 NC0971
 NC0971                          STATION RECOVERY (2003)
 NC0971
 NC0971'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1758 ***********************************************************************
 OF1758  DESIGNATION -  ALPINE 1925
 OF1758  PID         -  OF1758
 OF1758  STATE/COUNTY-  NY/MONROE
 OF1758  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1758
 OF1758                         *CURRENT SURVEY CONTROL
 OF1758  ___________________________________________________________________
 OF1758* NAD 83(1996)-  43 08 00.02729(N)    077 36 29.37211(W)     ADJUSTED  
 OF1758* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 OF1758  ___________________________________________________________________
 OF1758  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 OF1758  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF1758
 OF1758  HORZ ORDER  -  SECOND
 OF1758
 OF1758.The horizontal coordinates were established by classical geodetic methods
 OF1758.and adjusted by the National Geodetic Survey in January 1999..
 OF1758
 OF1758.The orthometric height was scaled from a topographic map.
 OF1758
 OF1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1758
 OF1758.The geoid height was determined by GEOID03.
 OF1758
 OF1758;                    North         East     Units Scale Factor Converg.
 OF1758;SPC NY W     -   348,444.128   429,339.801   MT  1.00001491   +0 40 00.3
 OF1758;SPC NY W     - 1,143,187.11  1,408,592.33   sFT  1.00001491   +0 40 00.3
 OF1758;UTM  18      - 4,778,924.477   287,868.652   MT  1.00015360   -1 47 01.9
 OF1758
 OF1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1758!SPC NY W     -   0.99997674  x   1.00001491  =   0.99999165
 OF1758!UTM  18      -   0.99997674  x   1.00015360  =   1.00013034
 OF1758
 OF1758                          SUPERSEDED SURVEY CONTROL
 OF1758
 OF1758  NAD 83(1986)-  43 08 00.03610(N)    077 36 29.37045(W) AD(       ) 2
 OF1758  NAD 27      -  43 07 59.81300(N)    077 36 30.36700(W) AD(       ) 2
 OF1758
 OF1758.Superseded values are not recommended for survey control.
 OF1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1758.See file dsdata.txt to determine how the superseded data were derived.
 OF1758
 OF1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8786978924(NAD 83)
 OF1758
 OF1758  HISTORY     - Date     Condition        Report By
 OF1758  HISTORY     - 1925     MONUMENTED       CGS
 OF1758  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1758  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 OF1758
 OF1758                          STATION DESCRIPTION
 OF1758
 OF1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1758'IN ROCHESTER, IN THE ROADWAY, 0.70 METER EAST OF THE WEST CURB
 OF1758'OF SOUTH AVENUE.  IT IS 11.96 METERS NORTH OF THE NORTH CURB
 OF1758'LINE OF ALPINE STREET, PRODUCED, THE MEASUREMENT BEING MADE
 OF1758'ABOUT 2 FEET EAST OF THE WEST CURB OF SOUTH AVENUE, AND 16.35
 OF1758'METERS NORTHWEST OF AN R.T.S. MARK LOCATED AT THE NORTHEAST
 OF1758'CORNER OF ALPINE STREET AND SOUTH AVENUE.  STATION IS SET AS
 OF1758'DESCRIBED IN NOTE D-2.
 OF1758
 OF1758                          STATION RECOVERY (1977)
 OF1758
 OF1758'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1758'ALPINE FOUND IN GOOD CONDITION.
 OF1758
 OF1758                          STATION RECOVERY (1995)
 OF1758
 OF1758'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2178 ***********************************************************************
 MZ2178  DESIGNATION -  ALSEN LEHIGH CEMENT PLANT STK
 MZ2178  PID         -  MZ2178
 MZ2178  STATE/COUNTY-  NY/GREENE
 MZ2178  USGS QUAD   -  CEMENTON (1980)
 MZ2178
 MZ2178                         *CURRENT SURVEY CONTROL
 MZ2178  ___________________________________________________________________
 MZ2178* NAD 83(1996)-  42 09 24.18942(N)    073 55 04.75695(W)     ADJUSTED  
 MZ2178* NAVD 88     -                                                        
 MZ2178  ___________________________________________________________________
 MZ2178  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 MZ2178  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ2178
 MZ2178  HORZ ORDER  -  THIRD
 MZ2178
 MZ2178.The horizontal coordinates were established by classical geodetic methods
 MZ2178.and adjusted by the National Geodetic Survey in January 1999..
 MZ2178
 MZ2178
 MZ2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2178
 MZ2178.The geoid height was determined by GEOID03.
 MZ2178
 MZ2178;                    North         East     Units Scale Factor Converg.
 MZ2178;SPC NY E     -   369,169.827   198,096.908   MT  0.99992845   +0 23 26.3
 MZ2178;SPC NY E     - 1,211,184.67    649,922.94   sFT  0.99992845   +0 23 26.3
 MZ2178;UTM  18      - 4,667,743.355   589,389.980   MT  0.99969832   +0 43 34.5
 MZ2178
 MZ2178                          SUPERSEDED SURVEY CONTROL
 MZ2178
 MZ2178  NAD 83(1986)-  42 09 24.18522(N)    073 55 04.76339(W) AD(       ) 4
 MZ2178  NAD 27      -  42 09 23.87400(N)    073 55 06.29600(W) AD(       ) 3
 MZ2178
 MZ2178.Superseded values are not recommended for survey control.
 MZ2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2178.See file dsdata.txt to determine how the superseded data were derived.
 MZ2178
 MZ2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8939067743(NAD 83)
 MZ2178
 MZ2178  HISTORY     - Date     Condition        Report By
 MZ2178  HISTORY     - 1934     MONUMENTED       CGS
 MZ2178  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2178
 MZ2178                          STATION DESCRIPTION
 MZ2178
 MZ2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2178'STATION IS HIGH BRICK STACK AT LEHIGH CEMENT PLANT, ALSEN, NEW YORK.
 MZ2178
 MZ2178                          STATION RECOVERY (1935)
 MZ2178
 MZ2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2178'STATION WAS RECOVERED WITHOUT A DESCRIPTION.  IT IS THE ONLY
 MZ2178'HIGH BRICK STACK IN THIS VICINITY.  IT IS A YELLOW BRICK STACK
 MZ2178'ABOUT 160 FEET HIGH ON THE LEHIGH CEMENT PLANT AT ALSEN.  THE
 MZ2178'STACK IS JUST S OF EIGHT METAL STACKS WHICH RISE FROM THE SAME
 MZ2178'PLANT.  THE BRICK STACK HAS THE LETTERS ALSEN ON THE E FACE IN
 MZ2178'VERTICAL ARRANGEMENT.  PLANT IS NOT IN OPERATION AT PRESENT TIME
 MZ2178'(NOV. 1935)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4413 ***********************************************************************
 LX4413  DESIGNATION -  ALT 1
 LX4413  PID         -  LX4413
 LX4413  STATE/COUNTY-  NY/ORANGE
 LX4413  USGS QUAD   -  WEST POINT (1981)
 LX4413
 LX4413                         *CURRENT SURVEY CONTROL
 LX4413  ___________________________________________________________________
 LX4413* NAD 83(1996)-  41 26 26.76494(N)    073 59 28.65035(W)     ADJUSTED  
 LX4413* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 LX4413  ___________________________________________________________________
 LX4413  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 LX4413  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LX4413
 LX4413  HORZ ORDER  -  THIRD
 LX4413
 LX4413.The horizontal coordinates were established by classical geodetic methods
 LX4413.and adjusted by the National Geodetic Survey in January 1999..
 LX4413
 LX4413.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4413
 LX4413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4413
 LX4413.The geoid height was determined by GEOID03.
 LX4413
 LX4413;                    North         East     Units Scale Factor Converg.
 LX4413;SPC NY E     -   289,618.463   192,509.687   MT  0.99992223   +0 20 12.1
 LX4413;SPC NY E     -   950,189.91    631,592.20   sFT  0.99992223   +0 20 12.1
 LX4413;UTM  18      - 4,588,179.338   584,266.799   MT  0.99968739   +0 40 03.5
 LX4413
 LX4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4413!SPC NY E     -   1.00000452  x   0.99992223  =   0.99992675
 LX4413!UTM  18      -   1.00000452  x   0.99968739  =   0.99969191
 LX4413
 LX4413:                Primary Azimuth Mark                     Grid Az
 LX4413:SPC NY E     -  BREAKNECK POINT 2 RESET                  080 42 23.1
 LX4413:UTM  18      -  BREAKNECK POINT 2 RESET                  080 22 31.7
 LX4413
 LX4413|---------------------------------------------------------------------|
 LX4413| PID    Reference Object                     Distance      Geod. Az  |
 LX4413|                                                           dddmmss.s |
 LX4413| LX4388 BREAKNECK POINT 2 RESET             APPROX. 1.1 KM 0810235.2 |
 LX4413| LX4411 LIZ                                 152.793 METERS 12446     |
 LX4413| LX1302 HUBBARD 2 RESET                      15.725 METERS 32950     |
 LX4413|---------------------------------------------------------------------|
 LX4413
 LX4413                          SUPERSEDED SURVEY CONTROL
 LX4413
 LX4413  NAD 83(1986)-  41 26 26.76668(N)    073 59 28.65285(W) AD(       ) 3
 LX4413  NAD 27      -  41 26 26.43000(N)    073 59 30.14500(W) AD(       ) 3
 LX4413  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 LX4413
 LX4413.Superseded values are not recommended for survey control.
 LX4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4413.See file dsdata.txt to determine how the superseded data were derived.
 LX4413
 LX4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8426788179(NAD 83)
 LX4413
 LX4413  HISTORY     - Date     Condition        Report By
 LX4413  HISTORY     - 1962     MONUMENTED       SELLS
 LX4413  HISTORY     - 1983     GOOD             USPSQD
 LX4413
 LX4413                          STATION DESCRIPTION
 LX4413
 LX4413'DESCRIBED BY SELLS INC CONS ENG 1962
 LX4413'THIS STATION IS A PLUG SET IN LEDGE ROCK.  IT IS LOCATED ON THE
 LX4413'WEST SIDE OF THE HUDSON RIVER.  IT IS APPX. .3 OF A MILE SOUTH
 LX4413'OF A N.Y.52 MILEAGE MARKER.  THE MARKER DESCRIBED IS JUST SOUTH
 LX4413'OF THE MOST SOUTHERLY BOAT BASIN IN CORNWALL.  THE STATION IS .5
 LX4413'OF A MILE SOUTH OF THE CLARK ST. AND SHORE RD. INTERSECTION.  IT
 LX4413'IS APPX. 40 FT EAST OF THE SINGLE TRACK OF THE N.Y.C.R.R. AND
 LX4413'IS 7.8 FT ABOVE THE EAST RAIL.
 LX4413'
 LX4413'(STA. IS A BRONZE DISC GROUTED INTO A DRILL HOLE IN EXPOSED
 LX4413'LEDGE ROCK.)
 LX4413
 LX4413                          STATION RECOVERY (1983)
 LX4413
 LX4413'RECOVERY NOTE BY US POWER SQUADRON 1983 (PC)
 LX4413'DISK IN POSITION AND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4397 ***********************************************************************
 LX4397  DESIGNATION -  ALT 2
 LX4397  PID         -  LX4397
 LX4397  STATE/COUNTY-  NY/ORANGE
 LX4397  USGS QUAD   -  WEST POINT (1981)
 LX4397
 LX4397                         *CURRENT SURVEY CONTROL
 LX4397  ___________________________________________________________________
 LX4397* NAD 83(1996)-  41 26 06.52123(N)    073 59 07.73762(W)     ADJUSTED  
 LX4397* NAVD 88     -       109.4    (meters)     359.     (feet)  VERTCON   
 LX4397  ___________________________________________________________________
 LX4397  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 LX4397  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LX4397
 LX4397  HORZ ORDER  -  THIRD
 LX4397
 LX4397.The horizontal coordinates were established by classical geodetic methods
 LX4397.and adjusted by the National Geodetic Survey in January 1999..
 LX4397
 LX4397.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4397
 LX4397.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4397
 LX4397.The geoid height was determined by GEOID03.
 LX4397
 LX4397;                    North         East     Units Scale Factor Converg.
 LX4397;SPC NY E     -   288,996.859   192,998.831   MT  0.99992275   +0 20 25.8
 LX4397;SPC NY E     -   948,150.53    633,197.00   sFT  0.99992275   +0 20 25.8
 LX4397;UTM  18      - 4,587,560.715   584,759.409   MT  0.99968841   +0 40 17.1
 LX4397
 LX4397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4397!SPC NY E     -   0.99998778  x   0.99992275  =   0.99991053
 LX4397!UTM  18      -   0.99998778  x   0.99968841  =   0.99967620
 LX4397
 LX4397:                Primary Azimuth Mark                     Grid Az
 LX4397:SPC NY E     -  FRY RESET                                153 45 57.6
 LX4397:UTM  18      -  FRY RESET                                153 26 06.3
 LX4397
 LX4397|---------------------------------------------------------------------|
 LX4397| PID    Reference Object                     Distance      Geod. Az  |
 LX4397|                                                           dddmmss.s |
 LX4397| LX4387 FRY RESET                           APPROX. 1.0 KM 1540623.4 |
 LX4397| LX4395 ANGIE RESET                          54.770 METERS 34510     |
 LX4397|---------------------------------------------------------------------|
 LX4397
 LX4397                          SUPERSEDED SURVEY CONTROL
 LX4397
 LX4397  NAD 83(1986)-  41 26 06.52300(N)    073 59 07.74007(W) AD(       ) 3
 LX4397  NAD 27      -  41 26 06.18700(N)    073 59 09.23200(W) AD(       ) 3
 LX4397  NGVD 29 (07/19/86)  109.7    (m)          360.     (f) VERT ANG       
 LX4397
 LX4397.Superseded values are not recommended for survey control.
 LX4397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4397.See file dsdata.txt to determine how the superseded data were derived.
 LX4397
 LX4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8475987561(NAD 83)
 LX4397
 LX4397  HISTORY     - Date     Condition        Report By
 LX4397  HISTORY     - 1962     MONUMENTED       SELLS
 LX4397
 LX4397                          STATION DESCRIPTION
 LX4397
 LX4397'DESCRIBED BY SELLS INC CONS ENG 1962
 LX4397'THIS STATION IS A PLUG SET IN LEDGE ROCK 2.4 MILES NORTH OF LEE
 LX4397'GATE (WEST POINT), MEASURED ALONG THE OLD STORM KING HIGHWAY.  IT
 LX4397'IS 1.3 MILES SOUTH OF THE INTERSECTION OF OLD STORM KING AND CLARK
 LX4397'ST. IN CORNWALL.  ALT. 2 IS ON A LOOK-OUT POINT HIGH ABOVE THE
 LX4397'HUDSON ON A SHARP CURVE IN THE ROAD.
 LX4397'
 LX4397'(STA. IS A BRONZE DISC GROUTED INTO A DRILL HOLE IN EXPOSED LEDGE
 LX4397'ROCK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0153 ***********************************************************************
 NA0153  DESIGNATION -  ALTAMONT
 NA0153  PID         -  NA0153
 NA0153  STATE/COUNTY-  NY/ALBANY
 NA0153  USGS QUAD   -  ALTAMONT (1980)
 NA0153
 NA0153                         *CURRENT SURVEY CONTROL
 NA0153  ___________________________________________________________________
 NA0153* NAD 83(1986)-  42 42 06.     (N)    074 01 56.     (W)     SCALED    
 NA0153* NAVD 88     -       137.192  (meters)     450.10   (feet)  ADJUSTED  
 NA0153  ___________________________________________________________________
 NA0153  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA0153  DYNAMIC HT  -         137.152 (meters)     449.97  (feet)  COMP
 NA0153  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 NA0153
 NA0153  VERT ORDER  -  SECOND    CLASS 0
 NA0153
 NA0153.The horizontal coordinates were scaled from a topographic map and have
 NA0153.an estimated accuracy of +/- 6 seconds.
 NA0153
 NA0153.The orthometric height was determined by differential leveling
 NA0153.and adjusted by the National Geodetic Survey in June 1991..
 NA0153
 NA0153.The geoid height was determined by GEOID03.
 NA0153
 NA0153.The dynamic height is computed by dividing the NAVD 88
 NA0153.geopotential number by the normal gravity value computed on the
 NA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0153.degrees latitude (g = 980.6199 gals.).
 NA0153
 NA0153.The modeled gravity was interpolated from observed gravity values.
 NA0153
 NA0153;                    North         East    Units  Estimated Accuracy
 NA0153;SPC NY E     -   429,640.      188,320.      MT  (+/- 180 meters Scaled)
 NA0153
 NA0153                          SUPERSEDED SURVEY CONTROL
 NA0153
 NA0153  NGVD 29 (??/??/92)  137.35   (m)          450.6    (f) COMPUTED    2 0
 NA0153
 NA0153.Superseded values are not recommended for survey control.
 NA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0153.See file dsdata.txt to determine how the superseded data were derived.
 NA0153
 NA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN792281(NAD 83)
 NA0153_MARKER: DB = BENCH MARK DISK
 NA0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0153_STAMPING: ALTAMONT 1942
 NA0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0153+STABILITY: SURFACE MOTION
 NA0153
 NA0153  HISTORY     - Date     Condition        Report By
 NA0153  HISTORY     - 1942     MONUMENTED       CGS
 NA0153  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 NA0153
 NA0153                          STATION DESCRIPTION
 NA0153
 NA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0153'AT ALTAMONT.
 NA0153'AT ALTAMONT, AT THE CORNER OF MAIN STREET AND PARK STREET, 29.5 FEET
 NA0153'WEST OF THE CENTER LINE OF PARK STREET, 26 FEET SOUTH OF THE CENTER
 NA0153'LINE OF MAIN STREET, A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 NA0153'CONCRETE POST, SET IN THE NORTHEAST CORNER OF THE CITY PARK.
 NA0153
 NA0153                          STATION RECOVERY (1998)
 NA0153
 NA0153'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0154 ***********************************************************************
 NA0154  DESIGNATION -  ALTAMONT RESET
 NA0154  PID         -  NA0154
 NA0154  STATE/COUNTY-  NY/ALBANY
 NA0154  USGS QUAD   -  ALTAMONT (1980)
 NA0154
 NA0154                         *CURRENT SURVEY CONTROL
 NA0154  ___________________________________________________________________
 NA0154* NAD 83(1986)-  42 42 06.     (N)    074 01 56.     (W)     SCALED    
 NA0154* NAVD 88     -       137.28   (+/-2cm)     450.4    (feet)  VERTCON   
 NA0154  ___________________________________________________________________
 NA0154  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA0154
 NA0154  VERT ORDER  -  THIRD (See Below)
 NA0154
 NA0154.The horizontal coordinates were scaled from a topographic map and have
 NA0154.an estimated accuracy of +/- 6 seconds.
 NA0154
 NA0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0154.The vertical order pertains to the NGVD 29 superseded value.
 NA0154
 NA0154.The geoid height was determined by GEOID03.
 NA0154
 NA0154;                    North         East    Units  Estimated Accuracy
 NA0154;SPC NY E     -   429,640.      188,320.      MT  (+/- 180 meters Scaled)
 NA0154
 NA0154                          SUPERSEDED SURVEY CONTROL
 NA0154
 NA0154  NGVD 29 (??/??/??)  137.44   (m)          450.9    (f) RESET       3  
 NA0154
 NA0154.Superseded values are not recommended for survey control.
 NA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0154.See file dsdata.txt to determine how the superseded data were derived.
 NA0154
 NA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN792281(NAD 83)
 NA0154_MARKER: DB = BENCH MARK DISK
 NA0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0154_STAMPING: ALTAMONT RESET 1955
 NA0154_MARK LOGO: CGS   
 NA0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0154+STABILITY: SURFACE MOTION
 NA0154
 NA0154  HISTORY     - Date     Condition        Report By
 NA0154  HISTORY     - 1955     MONUMENTED       CGS
 NA0154  HISTORY     - 19970901 GOOD             NYDT
 NA0154
 NA0154                          STATION DESCRIPTION
 NA0154
 NA0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NA0154'AT ALTAMONT.
 NA0154'AT ALTAMONT, ALBANY COUNTY, AT THE INTERSECTION OF MAIN AND PARK
 NA0154'STREETS, 36 FEET WEST OF THE CENTER LINE OF PARK STREET, 45 FEET
 NA0154'SOUTH OF THE CENTER LINE OF MAIN STREET, AND IN THE NORTHEAST CORNER
 NA0154'OF THE VILLAGE PARK.  A STANDARD DISK, STAMPED ALTAMONT RESET 1955
 NA0154'AND SET IN THE TOP OF A CONCRETE POST.
 NA0154
 NA0154                          STATION RECOVERY (1997)
 NA0154
 NA0154'RECOVERY NOTE BY NY DEPT OF TRANSP 1997 (JF)
 NA0154'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2304 ***********************************************************************
 MZ2304  DESIGNATION -  ALTEMOR
 MZ2304  PID         -  MZ2304
 MZ2304  STATE/COUNTY-  NY/COLUMBIA
 MZ2304  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2304
 MZ2304                         *CURRENT SURVEY CONTROL
 MZ2304  ___________________________________________________________________
 MZ2304* NAD 83(1996)-  42 20 38.85198(N)    073 45 37.04739(W)     ADJUSTED  
 MZ2304* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 MZ2304  ___________________________________________________________________
 MZ2304  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MZ2304  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2304
 MZ2304  HORZ ORDER  -  THIRD
 MZ2304
 MZ2304.The horizontal coordinates were established by classical geodetic methods
 MZ2304.and adjusted by the National Geodetic Survey in January 1999..
 MZ2304
 MZ2304.The orthometric height was scaled from a topographic map.
 MZ2304
 MZ2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2304
 MZ2304.The geoid height was determined by GEOID03.
 MZ2304
 MZ2304;                    North         East     Units Scale Factor Converg.
 MZ2304;SPC NY E     -   390,085.545   210,948.215   MT  0.99994569   +0 29 53.8
 MZ2304;SPC NY E     - 1,279,805.66    692,085.94   sFT  0.99994569   +0 29 53.8
 MZ2304;UTM  18      - 4,688,729.432   602,115.477   MT  0.99972830   +0 50 06.4
 MZ2304
 MZ2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2304!SPC NY E     -   0.99999572  x   0.99994569  =   0.99994142
 MZ2304!UTM  18      -   0.99999572  x   0.99972830  =   0.99972403
 MZ2304
 MZ2304|---------------------------------------------------------------------|
 MZ2304| PID    Reference Object                     Distance      Geod. Az  |
 MZ2304|                                                           dddmmss.s |
 MZ2304| DA2878 ALTEMOR RM 2                         10.200 METERS 16407     |
 MZ2304| MZ2300 LAMPMAN HILL LIGHT                  APPROX. 2.3 KM 2635302.4 |
 MZ2304| MZ2284 BERNIE                              APPROX. 1.6 KM 2963743.6 |
 MZ2304| DA2877 ALTEMOR RM 1                         10.900 METERS 34811     |
 MZ2304|---------------------------------------------------------------------|
 MZ2304
 MZ2304                          SUPERSEDED SURVEY CONTROL
 MZ2304
 MZ2304  NAD 83(1996)-  42 20 38.85197(N)    073 45 37.04947(W) AD(       ) 3
 MZ2304  NAD 83(1996)-  42 20 38.85187(N)    073 45 37.04942(W) AD(       ) 3
 MZ2304  NAD 83(1996)-  42 20 38.85220(N)    073 45 37.04943(W) AD(       ) 3
 MZ2304  NAD 83(1992)-  42 20 38.85252(N)    073 45 37.04903(W) AD(       ) 3
 MZ2304  NAD 83(1992)-  42 20 38.85236(N)    073 45 37.04903(W) AD(       ) 3
 MZ2304  NAD 83(1992)-  42 20 38.85427(N)    073 45 37.04744(W) AD(       ) 3
 MZ2304  NAD 83(1986)-  42 20 38.85434(N)    073 45 37.04698(W) AD(       ) 3
 MZ2304  NAD 27      -  42 20 38.54400(N)    073 45 38.60200(W) AD(       ) 3
 MZ2304
 MZ2304.Superseded values are not recommended for survey control.
 MZ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2304.See file dsdata.txt to determine how the superseded data were derived.
 MZ2304
 MZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0211588729(NAD 83)
 MZ2304_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2304
 MZ2304  HISTORY     - Date     Condition        Report By
 MZ2304  HISTORY     - 1934     MONUMENTED       CGS
 MZ2304  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MZ2304  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MZ2304
 MZ2304                          STATION DESCRIPTION
 MZ2304
 MZ2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2304'ON THE E SIDE OF HUDSON RIVER APPROXIMATELY 1-1/4 MILES S OF
 MZ2304'NEWTON HOOK AND DUE E OF FORDHAM POINT.  IT IS ON THE CREST OF
 MZ2304'A SMALL PROMINENT HILL APPROXIMATELY 200 METERS E OF STATE
 MZ2304'HIGHWAY 9J AND 300 METERS N OF THE FIRST ROAD S OF NEWTON HOOK
 MZ2304'THAT BEARS EASTWARD.  STATION IS LOCATED IN A SMALL PEACH ORCHARD
 MZ2304'AND IS 2 METERS W OF WIRE FENCE AND 89 METERS N OF OLD STONE
 MZ2304'FENCE, APPROXIMATELY 6 FEET HIGH.
 MZ2304'
 MZ2304'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2304'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2304
 MZ2304                          STATION RECOVERY (1973)
 MZ2304
 MZ2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RFH)
 MZ2304'STATION AND BOTH RMS RECOVERED IN GOOD CONDITION.  THEY ALL LIE
 MZ2304'IN A STRAIGHT LINE, NORTH SOUTH, ALONG WEST SIDE OF THE FENCE ALONG
 MZ2304'RIDGE TOP.  STATION MARK IS 16 FEET NORTHWEST OF THE LONE SUMAC
 MZ2304'TREE AND 36 FEET SOUTH OF T-FENCE CORNER.
 MZ2304'
 MZ2304'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 23B AND
 MZ2304'U.S. HIGHWAY 9 IN HUDSON, GO NORTH ON HIGHWAY 9 FOR 5.3 MILES TO
 MZ2304'THE COLUMBIAVILLE POST OFFICE ON RIGHT.  CONTINUE ON HIGHWAY 9
 MZ2304'FOR 0.8 MILE TO JUNCTION OF STATE HIGHWAY 9J.  TAKE LEFT FORK,
 MZ2304'HIGHWAY 9J, AND GO NORTHERLY FOR 0.95 MILE TO T-ROAD RIGHT,
 MZ2304'DAY ROAD.  TURN RIGHT ON DAY RD. FOR 25 YARDS, THEN TAKE
 MZ2304'GRAVELED DRIVEWAY NORTH, PASSING TO LEFT OF LARGE, 2-STORY,
 MZ2304'WHITE HOUSE, AND GO 0.15 MILE TO TOP OF RIDGE AND STATION.
 MZ2304'
 MZ2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2304'7 MILES NORTH OF HUDSON.
 MZ2304
 MZ2304                          STATION RECOVERY (1974)
 MZ2304
 MZ2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MZ2304'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 MZ2304'CONDITION.  LOCATED ON A SMALL, BARE HILL, ABOUT 800 FEET NORTH
 MZ2304'OF THE JUNCTION OF DAY RD. WITH STATE HIGHWAY 9J, ON PROPERTY
 MZ2304'OF MR. P. ALTOMER, AND FORMERLY HIS FATHERS PROPERTY.  MR. ALTOMER
 MZ2304'LIVES IN THE WHITE HOUSE ABOUT 200 YARDS WEST, DOWN BELOW HILL
 MZ2304'FROM STATION.  (NOTE THAT THE NAME WAS MISSPELLED WHEN STATION
 MZ2304'WAS NAMED).
 MZ2304'
 MZ2304'TO REACH STATION FROM THE POST OFFICE IN COLUMBIAVILLE, GO
 MZ2304'NORTH ON U.S. HIGHWAY 9 FOR 0.8 MILE TO FORK.  TAKE LEFT FORK,
 MZ2304'STATE HIGHWAY 9J, AND GO NORTH 0.95 MILE TO T-JUNCTION.  TURN
 MZ2304'RIGHT ON DAY RD. AND GO EAST ABOUT 30 YARDS, THEN TURN LEFT ON
 MZ2304'GRAVEL DRIVEWAY PAST A 2-STORY, WHITE HOUSE, OWNED BY MR. JOHN
 MZ2304'ALTOMER, A BROTHER, AND CONTINUE NORTH ON OLD FIELD ROAD FOR 0.1
 MZ2304'MILE TO TOP OF HILL AND STATION AT FENCE CORNER.
 MZ2304'
 MZ2304'STATION MARK IS A STANDARD DISK STAMPED ALTEMOR 1934, SET IN THE
 MZ2304'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 1 INCH
 MZ2304'FROM GROUND.  IT IS 36 FEET SOUTH OF A T-FENCE CORNER, 6 FEET
 MZ2304'WEST OF THE NORTH-SOUTH FENCE, AND 16 FEET NORTH-NORTHWEST OF
 MZ2304'A LONE SUMAC BUSH ABOUT 10 FEET TALL.
 MZ2304'
 MZ2304'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALTEMOR NO 1
 MZ2304'1934, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 MZ2304'PROJECTING 1 INCH FROM GROUND, AND SET IN THE FENCE CORNER.
 MZ2304'
 MZ2304'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALTEMOR NO 2
 MZ2304'1934, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 MZ2304'PROJECTING 1 INCH FROM GROUND, AND ABOUT 1 FOOT LOWER THAN
 MZ2304'STATION MARK.
 MZ2304'
 MZ2304'NOTE--STATION HAS AN OPEN VIEW IN ALL DIRECTIONS.
 MZ2304'
 MZ2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2304'1-3/4 MILES NORTH OF COLUMBIAVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2130 ***********************************************************************
 PG2130  DESIGNATION -  ALTONS W H MINOR FOUNDATION TK
 PG2130  PID         -  PG2130
 PG2130  STATE/COUNTY-  NY/CLINTON
 PG2130  USGS QUAD   -  ALTONA (1966)
 PG2130
 PG2130                         *CURRENT SURVEY CONTROL
 PG2130  ___________________________________________________________________
 PG2130* NAD 83(1996)-  44 54 21.91760(N)    073 38 10.32488(W)     ADJUSTED  
 PG2130* NAVD 88     -                                                        
 PG2130  ___________________________________________________________________
 PG2130  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 PG2130  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PG2130
 PG2130  HORZ ORDER  -  THIRD
 PG2130
 PG2130.The horizontal coordinates were established by classical geodetic methods
 PG2130.and adjusted by the National Geodetic Survey in January 1999..
 PG2130
 PG2130
 PG2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2130
 PG2130.The geoid height was determined by GEOID03.
 PG2130
 PG2130;                    North         East     Units Scale Factor Converg.
 PG2130;SPC NY E     -   674,801.764   218,212.146   MT  0.99995720   +0 36 35.3
 PG2130;SPC NY E     - 2,213,912.12    715,917.68   sFT  0.99995720   +0 36 35.3
 PG2130;UTM  18      - 4,973,422.727   607,663.688   MT  0.99974253   +0 57 46.3
 PG2130
 PG2130                          SUPERSEDED SURVEY CONTROL
 PG2130
 PG2130  NAD 83(1996)-  44 54 21.91776(N)    073 38 10.32404(W) AD(       ) 4
 PG2130  NAD 83(1992)-  44 54 21.91736(N)    073 38 10.32363(W) AD(       ) 4
 PG2130  NAD 83(1986)-  44 54 21.92409(N)    073 38 10.32558(W) AD(       ) 4
 PG2130  NAD 27      -  44 54 21.78400(N)    073 38 11.81300(W) AD(       ) 3
 PG2130
 PG2130.Superseded values are not recommended for survey control.
 PG2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2130.See file dsdata.txt to determine how the superseded data were derived.
 PG2130
 PG2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0766473423(NAD 83)
 PG2130
 PG2130  HISTORY     - Date     Condition        Report By
 PG2130  HISTORY     - 1942     MONUMENTED       CGS
 PG2130  HISTORY     - 1967     SEE DESCRIPTION  LDA
 PG2130
 PG2130                          STATION DESCRIPTION
 PG2130
 PG2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2130'THE STATION IS LOCATED ABOUT 2 MILES NE OF THE VILLAGE OF
 PG2130'ALTONA, ON THE PROPERTY OF THE W.H. MINOR FOUNDATION.
 PG2130'
 PG2130'IT IS A STEEL TANK ABOUT 250 FEET HIGH, PAINTED BLACK AND HAS
 PG2130'A SMALL STEEL BALL AT ITS APEX.  IT WAS ERECTED IN 1924.
 PG2130'
 PG2130'OBJECT OBSERVED ON WAS THE APEX OF THE CONICAL ROOF.
 PG2130
 PG2130                          STATION RECOVERY (1967)
 PG2130
 PG2130'RECOVERY NOTE BY L DICKERSON ASSOC 1967
 PG2130'STATION WAS SEARCHED FOR AND FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1604 ***********************************************************************
 OD1604  DESIGNATION -  AMA
 OD1604  PID         -  OD1604
 OD1604  STATE/COUNTY-  NY/SARATOGA
 OD1604  USGS QUAD   -  CORINTH (1968)
 OD1604
 OD1604                         *CURRENT SURVEY CONTROL
 OD1604  ___________________________________________________________________
 OD1604* NAD 83(1996)-  43 11 54.64116(N)    073 49 50.97420(W)     ADJUSTED  
 OD1604* NAVD 88     -       215.4    (meters)     707.     (feet)  VERTCON   
 OD1604  ___________________________________________________________________
 OD1604  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 OD1604  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OD1604
 OD1604  HORZ ORDER  -  SECOND
 OD1604
 OD1604.The horizontal coordinates were established by classical geodetic methods
 OD1604.and adjusted by the National Geodetic Survey in January 1999..
 OD1604
 OD1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1604
 OD1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1604
 OD1604.The geoid height was determined by GEOID03.
 OD1604
 OD1604;                    North         East     Units Scale Factor Converg.
 OD1604;SPC NY E     -   484,940.698   204,383.735   MT  0.99993637   +0 27 29.1
 OD1604;SPC NY E     - 1,591,009.61    670,548.97   sFT  0.99993637   +0 27 29.1
 OD1604;UTM  18      - 4,783,523.019   594,990.496   MT  0.99971100   +0 48 01.4
 OD1604
 OD1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1604!SPC NY E     -   0.99997096  x   0.99993637  =   0.99990733
 OD1604!UTM  18      -   0.99997096  x   0.99971100  =   0.99968197
 OD1604
 OD1604|---------------------------------------------------------------------|
 OD1604| PID    Reference Object                     Distance      Geod. Az  |
 OD1604|                                                           dddmmss.s |
 OD1604| OD1590 AMA 2 SACGS 1973                    141.785 METERS 06917     |
 OD1604| DA2879 AMA 1                                              2980705.1 |
 OD1604|---------------------------------------------------------------------|
 OD1604
 OD1604                          SUPERSEDED SURVEY CONTROL
 OD1604
 OD1604  NAD 83(1996)-  43 11 54.64429(N)    073 49 50.97476(W) AD(       ) 2
 OD1604  NAD 83(1992)-  43 11 54.64493(N)    073 49 50.97457(W) AD(       ) 2
 OD1604  NAD 83(1986)-  43 11 54.64562(N)    073 49 50.97380(W) AD(       ) 2
 OD1604  NAD 27      -  43 11 54.38230(N)    073 49 52.53428(W) AD(       ) 2
 OD1604  NGVD 29 (07/19/86)  215.5    (m)          707.     (f) VERT ANG       
 OD1604
 OD1604.Superseded values are not recommended for survey control.
 OD1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1604.See file dsdata.txt to determine how the superseded data were derived.
 OD1604
 OD1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9499083523(NAD 83)
 OD1604_MARKER: DD = SURVEY DISK
 OD1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1604
 OD1604  HISTORY     - Date     Condition        Report By
 OD1604  HISTORY     - 1973     MONUMENTED       NY-091
 OD1604
 OD1604                          STATION DESCRIPTION
 OD1604
 OD1604'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1604'THE STATION IS LOCATED 3.0 MILES SOUTH OF VILLAGE OF CORINTH,
 OD1604'2.0 MILES EAST OF SOUTH CORINTH, 4.5 MILES NORTHEAST OF PORTERS
 OD1604'CORNERS IN THE TOWNSHIP OF CORINTH.
 OD1604'
 OD1604'TO REACH THE STATION FROM THE POST OFFICE IN CORINTH, GO EAST
 OD1604'ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05 MILE TO THE T-ROAD
 OD1604'INTERSECTION OF STATE HIGHWAY 9N (MAPLE STREET) AND MAIN
 OD1604'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 1.15
 OD1604'MILES TO THE INTERSECTION OF MAIN STREET, GABRIEL ROAD AND
 OD1604'STARK ROAD.  TURN RIGHT ON STARK ROAD AND GO SOUTHWEST FOR
 OD1604'0.45 MILE TO THE Y-ROAD INTERSECTION OF STARK ROAD AND ANGEL
 OD1604'ROAD.  TURN LEFT ON ANGEL ROAD AND GO SOUTHWEST FOR 1.95 MILES
 OD1604'TO AZIMUTH MARK, AMA-2 (SACGS), ON THE LEFT.  CONTINUE SOUTHWEST
 OD1604'ON ANGEL ROAD FOR 0.05 MILE TO THE T-ROAD INTERSECTION OF
 OD1604'ANGEL ROAD AND COMSTOCK ROAD.  TURN RIGHT ON COMSTOCK ROAD AND
 OD1604'GO NORTHWEST FOR 213 FEET TO THE STATION ON THE RIGHT.
 OD1604'
 OD1604'TO REACH AZIMUTH MARK, AMA-1 (SACGS), FROM THE STATION, CONTINUE
 OD1604'NORTHWEST ON COMSTOCK ROAD FOR 0.20 MILE TO THE Y-ROAD
 OD1604'INTERSECTION OF COMSTOCK ROAD AND HEATH ROAD.  TURN RIGHT ON
 OD1604'HEATH ROAD AND GO NORTHWEST FOR 152 FEET TO THE MARK ON THE LEFT.
 OD1604'
 OD1604'STATION MARKS ARE STANDARD DISKS OF THE SARATOGA COUNTY
 OD1604'GEODETIC SURVEY STAMPED AMA.  THE SURFACE MARK IS SET IN THE TOP
 OD1604'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1604'GROUND.  IT IS LOCATED 73.8 FEET EAST OF POWER POLE NM 27
 OD1604'SOUTHWEST OF COMSTOCK ROAD, 39.5 FEET SOUTHEAST OF CENTERLINE OF
 OD1604'GRAVEL DRIVE, 27.1 FEET SOUTHEAST OF RANGE LINE OFF
 OD1604'SOUTHEASTERLY SIDE OF WOOD FRAME GARAGE, 15.7 FEET SOUTH OF A
 OD1604'12-INCH CHERRY TREE, 48.7 FEET NORTHWEST OF GENERAL TELEPHONE POLE
 OD1604'54, ALL NORTHEAST OF COMSTOCK ROAD, AND 15.6 FEET NORTHEAST OF
 OD1604'CENTERLINE OF COMSTOCK ROAD.  THE UNDERGROUND MARK IS SET
 OD1604'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OD1604'THE GROUND.
 OD1604'
 OD1604'AZIMUTH MARK, AMA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1604'COUNTY GEODETIC SURVEY STAMPED AMA-1.  IT IS SET IN THE TOP OF
 OD1604'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1604'GROUND.  IT IS LOCATED 59.3 FEET NORTHWEST OF POWER POLE L1111,
 OD1604'57 NORTHWEST OF HEATH ROAD, 85.7 FEET NORTHWEST OF POLE 24,
 OD1604'28.1 FEET NORTH OF 30-INCH ASH TREE, 6.2 FEET NORTHEAST OF A
 OD1604'STOP SIGN, 78.6 FEET SOUTHEAST OF MAILBOX 123H ALL LOCATED
 OD1604'SOUTHWEST OF HEATH ROAD, AND 13.9 FEET SOUTHWEST OF CENTERLINE
 OD1604'OF HEATH ROAD.
 OD1604'
 OD1604'AZIMUTH MARK, AMA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1604'COUNTY GEODETIC SURVEY STAMPED AMA-2.  IT IS SET IN THE TOP OF A
 OD1604'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1604'GROUND.  IT IS LOCATED 100.3 FEET SOUTHWEST OF RANGE LINE OFF
 OD1604'SOUTHWEST SIDE OF WHITE WOOD FRAME DWELLING, 38.1 FEET SOUTHEAST
 OD1604'OF 31-INCH MAPLE TREE ALONG REMNANTS OF STONE WALL, 65.1 FEET
 OD1604'NORTHEAST OF 34-INCH MAPLE TREE, ALL NORTHWEST OF ANGEL ROAD,
 OD1604'36.4 FEET NORTH OF POLE L1113, 1, AND 14.4 FEET SOUTHEAST OF
 OD1604'CENTERLINE OF ANGEL ROAD.
 OD1604'
 OD1604'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4136 ***********************************************************************
 KU4136  DESIGNATION -  AMAGANSETT
 KU4136  PID         -  KU4136
 KU4136  STATE/COUNTY-  NY/SUFFOLK
 KU4136  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4136
 KU4136                         *CURRENT SURVEY CONTROL
 KU4136  ___________________________________________________________________
 KU4136* NAD 83(1996)-  40 59 13.36635(N)    072 04 16.51397(W)     ADJUSTED  
 KU4136* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KU4136  ___________________________________________________________________
 KU4136  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KU4136  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4136
 KU4136  HORZ ORDER  -  SECOND
 KU4136
 KU4136.The horizontal coordinates were established by classical geodetic methods
 KU4136.and adjusted by the National Geodetic Survey in January 1999..
 KU4136
 KU4136.The orthometric height was scaled from a topographic map.
 KU4136
 KU4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4136
 KU4136.The geoid height was determined by GEOID03.
 KU4136
 KU4136;                    North         East     Units Scale Factor Converg.
 KU4136;SPC NY L     -    92,887.784   462,293.699   MT  0.99999775   +1 15 41.6
 KU4136;SPC NY L     -   304,749.34  1,516,708.58   sFT  0.99999775   +1 15 41.6
 KU4136;UTM  18      - 4,541,451.069   746,375.427   MT  1.00034716   +1 55 18.8
 KU4136;UTM  19      - 4,541,863.205   241,634.785   MT  1.00042166   -2 00 55.8
 KU4136
 KU4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4136!SPC NY L     -   1.00000386  x   0.99999775  =   1.00000161
 KU4136!UTM  18      -   1.00000386  x   1.00034716  =   1.00035102
 KU4136!UTM  19      -   1.00000386  x   1.00042166  =   1.00042552
 KU4136
 KU4136:                Primary Azimuth Mark                     Grid Az
 KU4136:SPC NY L     -  NAPEAGUE RADIO WSL WEST MAST             048 23 19.9
 KU4136:UTM  18      -  NAPEAGUE RADIO WSL WEST MAST             047 43 42.7
 KU4136:UTM  19      -  NAPEAGUE RADIO WSL WEST MAST             051 39 57.3
 KU4136
 KU4136|---------------------------------------------------------------------|
 KU4136| PID    Reference Object                     Distance      Geod. Az  |
 KU4136|                                                           dddmmss.s |
 KU4136| KU4128 NAPEAGUE RADIO WSL WEST MAST        APPROX. 1.8 KM 0493901.5 |
 KU4136| CB8304 AMAGANSETT RM 2                      18.560 METERS 24916     |
 KU4136| KU4160 AMAGANSETT WEST WIRELESS MAST       APPROX. 5.0 KM 2502852.9 |
 KU4136| LX5607 AMAGANSETT BROADVIEW EST S TK       APPROX. 4.7 KM 2932428.9 |
 KU4136| KU4133 TUTHILLS FACT MIDDLE CHIMNEY        APPROX. 1.5 KM 3231918.1 |
 KU4136| CB8302 AMAGANSETT AZ MK                                   3364708.4 |
 KU4136| CB8303 AMAGANSETT RM 1                      18.150 METERS 35702     |
 KU4136|---------------------------------------------------------------------|
 KU4136
 KU4136                          SUPERSEDED SURVEY CONTROL
 KU4136
 KU4136  NAD 83(1996)-  40 59 13.36636(N)    072 04 16.51403(W) AD(       ) 2
 KU4136  NAD 83(1992)-  40 59 13.36472(N)    072 04 16.51331(W) AD(       ) 2
 KU4136  NAD 83(1986)-  40 59 13.36663(N)    072 04 16.52116(W) AD(       ) 2
 KU4136  NAD 27      -  40 59 13.00621(N)    072 04 18.25239(W) AD(       ) 2
 KU4136
 KU4136.Superseded values are not recommended for survey control.
 KU4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4136.See file dsdata.txt to determine how the superseded data were derived.
 KU4136
 KU4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4637541451(NAD 83)
 KU4136_MARKER: DS = TRIANGULATION STATION DISK
 KU4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4136+STABILITY: SURFACE MOTION
 KU4136
 KU4136  HISTORY     - Date     Condition        Report By
 KU4136  HISTORY     - 1940     MONUMENTED       USE
 KU4136  HISTORY     - 1943     GOOD             CGS
 KU4136  HISTORY     - 1962     GOOD             CGS
 KU4136  HISTORY     - 1962     GOOD             CGS
 KU4136  HISTORY     - 19960925 MARK NOT FOUND   USPSQD
 KU4136
 KU4136                          STATION DESCRIPTION
 KU4136
 KU4136'DESCRIBED BY US ENGINEERS 1940 (PLB)
 KU4136'THE STATION IS ON LONG ISLAND ABOUT 3-1/2 MILES EAST OF THE
 KU4136'TOWN OF AMAGANSETT AND 1 MILE WEST OF THE NAPEAGUE COAST GUARD
 KU4136'STATION.  IT IS ON A FLAT SAND DUNE 192 FEET NORTH OF A PICKET
 KU4136'FENCE AT THE STORM WATER LINE, 90 FEET WEST OF A SAND ROAD TO
 KU4136'THE BEACH, AND 217 FEET EAST-NORTHEAST OF THE HIGHEST SAND
 KU4136'DUNE IN THE VICINITY.  THE MARK PROJECTS ABOUT 4 INCHES
 KU4136'ABOVE THE SAND AND THE DISK IS STAMPED AMAGANSETT USE 1940.
 KU4136'
 KU4136'TO REACH THE STATION FROM THE FLAGPOLE NEAR THE DEPOT IN THE
 KU4136'EAST EDGE OF AMAGANSETT DRIVE EAST ON HIGHWAY 27 FOR 2.2 MILES TO
 KU4136'THE SANDBLOWN ROAD, THEN CONTINUE EAST FOR 1.2 MILES AND THEN
 KU4136'TURN RIGHT ON A FAINT SAND ROAD AND DRIVE SOUTH FOR 0.3 MILE
 KU4136'TO THE STATION.
 KU4136'
 KU4136'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KU4136'STANDARD BRONZE DISKS SET.
 KU4136'
 KU4136'REFERENCE MARK NO. 1 IS 18.150 METERS, 59.55 FEET, NORTH OF
 KU4136'THE STATION.  THE MARK PROJECTS 4 INCHES ABOVE THE SAND
 KU4136'AND THE DISK IS STAMPED AMAGANSETT USE NO 1 1940.
 KU4136'
 KU4136'REFERENCE MARK NO. 2 IS 18.565 METERS, 60.91 FEET, WEST OF
 KU4136'THE STATION.  THE MARK PROJECTS 2 INCHES ABOVE THE SAND
 KU4136'AND THE DISK IS STAMPED AMAGANSETT USE NO 2 1940.
 KU4136'
 KU4136'THE AZIMUTH MARK IS AT THE HIGHWAY 0.3 MILE NORTH OF THE STATION
 KU4136'IT IS 64 FEET NORTH OF THE CENTER OF HIGHWAY 27.  57
 KU4136'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.  38-1/2 FEET WEST
 KU4136'OF THE NEW YORK TELEPHONE COMPANY POLE NO. 3753.  77-1/2 FEET
 KU4136'EAST OF THE NEW YORK TELEPHONE COMPANY POLE NO. 3752.  AND 50
 KU4136'YARDS NORTHEAST OF THE INTERSECTION OF HIGHWAY 27 AND THE SAND
 KU4136'ROAD TO THE STATION.
 KU4136'
 KU4136'A 4 FOOT STAND WILL SEE 4 FOOT STANDS AT GARDINERS ISLAND
 KU4136'1837-1932.  CONKLIN 2 1931.  HILL 140 (USE). AND A 64 FOOT TOWER
 KU4136'AT STONEY 1932.  A 10 FOOT STAND IS NEEDED TO SEE A 10 FOOT
 KU4136'STAND AT PROMISED LAND (USE).
 KU4136'
 KU4136'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 KU4136
 KU4136                          STATION RECOVERY (1943)
 KU4136
 KU4136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 KU4136'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KU4136'IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS
 KU4136'TIME.  NEW DESCRIPTION FOLLOWS--
 KU4136'
 KU4136'THE STATION IS LOCATED ON LONG ISLAND ABOUT 3-1/2 MILES EAST
 KU4136'OF THE TOWN OF AMAGANSETT AND ABOUT 1 MILE WEST OF THE NAPEAGUE
 KU4136'COAST GUARD STATION.  IT IS ON TOP OF A FLAT SAND DUNE ABOUT
 KU4136'217 FEET EAST NORTHEAST OF THE HIGHEST SAND DUNE IN THE
 KU4136'VICINITY, ABOUT 192 FEET NORTH OF A PICKET FENCE AT THE STORM
 KU4136'WATER LINE, AND ABOUT 90 FEET WEST OF A SAND ROAD TO
 KU4136'BEACH.  IT IS STAMPED AMAGANSETT USE 1940 AND PROJECTS 4
 KU4136'INCHES.
 KU4136'
 KU4136'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  IT
 KU4136'IS STAMPED AMAGANSETT USE NO 1 1940 AND PROJECTS 4 INCHES.
 KU4136'
 KU4136'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  IT
 KU4136'IS STAMPED AMAGANSETT USE NO 2 1940 AND PROJECTS 2 INCHES.
 KU4136'
 KU4136'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT
 KU4136'IS ABOUT 50 YARDS NORTHEAST OF THE INTERSECTION OF THE HIGHWAY
 KU4136'AND SAND ROAD TO STATION, 77.5 FEET EAST OF THE NEW YORK
 KU4136'TELEPHONE CO. POLE NO. 3752, ABOUT 64 FEET NORTH OF THE CENTER
 KU4136'OF STATE HIGHWAY NO. 27, ABOUT 57 FEET SOUTH OF THE SOUTH RAIL OF
 KU4136'THE RAILROAD AND ABOUT 38.5 FEET WEST OF TELEPHONE POLE
 KU4136'NO. 3753.  IT IS STAMPED AMAGANSETT 1940 AND PROJECTS 4 INCHES.
 KU4136'
 KU4136'TO REACH THE STATION FROM THE FLAGPOLE NEAR THE DEPOT IN THE
 KU4136'EAST EDGE OF THE TOWN OF AMAGANSETT, GO EASTERLY ON STATE
 KU4136'HIGHWAY NO. 27 FOR 2.2 MILES TO SAND ROAD, CONTINUE EAST ON
 KU4136'HIGHWAY FOR 1.2 MILES TO A FAINT SAND ROAD LEADING TO THE SOUTH,
 KU4136'TURN RIGHT AND FOLLOW DIM ROAD FOR 0.3 MILE TO STATION.
 KU4136
 KU4136                          STATION RECOVERY (1962)
 KU4136
 KU4136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4136'THE STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 KU4136'IN GOOD CONDITION.  THE STATION MARK WAS FOUND FLUSH WITH THE
 KU4136'GROUND, REFERENCE MARK NO. 1 WAS FOUND 2 FEET BELOW THE GROUND
 KU4136'AND REFERENCE MARK NO. 2 WAS FOUND 3 INCHES BELOW THE GROUND.  THE
 KU4136'AZIMUTH MARK WAS FOUND FLUSH WITH THE GROUND.
 KU4136'
 KU4136'THE DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 KU4136'
 KU4136'REFERENCE MARK NO. 1 IS NOW AT THE SOUTHEAST EDGE OF A LARGE
 KU4136'SAND BLOW HOLE.
 KU4136'
 KU4136'REFERENCE MARK NO. 2 IS 105 FEET EAST OF THE HIGHEST SAND DUNE IN
 KU4136'THE VICINITY AND IT IS 97.5 FEET BETWEEN THE TWO REFERENCE MARKS.
 KU4136'
 KU4136'THE AZIMUTH MARK WAS FOUND AS DESCRIBED.
 KU4136
 KU4136                          STATION RECOVERY (1962)
 KU4136
 KU4136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4136'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE RMS ARE
 KU4136'BURIED, RM 1 ABOUT 2.5 FEET AND RM 2 ABOUT 6 INCHES.  AZIMUTH
 KU4136'MARK PROJECTS 1 INCH AND IS UNDER THE EASTERN WING OF A V-SHAPED
 KU4136'SIGN ADVERTISING THE LIDO MOTEL.  THE SAND ROAD LEADING
 KU4136'TO THE STATION IS BARRICADED AND POSTED.
 KU4136
 KU4136                          STATION RECOVERY (1996)
 KU4136
 KU4136'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5605 ***********************************************************************
 LX5605  DESIGNATION -  AMAGANSETT BROADVIEW EST N TK
 LX5605  PID         -  LX5605
 LX5605  STATE/COUNTY-  NY/SUFFOLK
 LX5605  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5605
 LX5605                         *CURRENT SURVEY CONTROL
 LX5605  ___________________________________________________________________
 LX5605* NAD 83(1996)-  41 00 14.83807(N)    072 07 20.08652(W)     ADJUSTED  
 LX5605* NAVD 88     -                                                        
 LX5605  ___________________________________________________________________
 LX5605  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LX5605  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LX5605
 LX5605  HORZ ORDER  -  THIRD
 LX5605
 LX5605.The horizontal coordinates were established by classical geodetic methods
 LX5605.and adjusted by the National Geodetic Survey in January 1999..
 LX5605
 LX5605
 LX5605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5605
 LX5605.The geoid height was determined by GEOID03.
 LX5605
 LX5605;                    North         East     Units Scale Factor Converg.
 LX5605;SPC NY L     -    94,690.415   457,962.982   MT  0.99999850   +1 13 41.5
 LX5605;SPC NY L     -   310,663.47  1,502,500.22   sFT  0.99999850   +1 13 41.5
 LX5605;UTM  18      - 4,543,204.240   742,022.754   MT  1.00032099   +1 53 20.6
 LX5605
 LX5605                          SUPERSEDED SURVEY CONTROL
 LX5605
 LX5605  NAD 83(1996)-  41 00 14.83807(N)    072 07 20.08663(W) AD(       ) 4
 LX5605  NAD 83(1992)-  41 00 14.83649(N)    072 07 20.08610(W) AD(       ) 4
 LX5605  NAD 83(1986)-  41 00 14.83858(N)    072 07 20.09315(W) AD(       ) 4
 LX5605  NAD 27      -  41 00 14.48078(N)    072 07 21.81391(W) AD(       ) 3
 LX5605
 LX5605.Superseded values are not recommended for survey control.
 LX5605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5605.See file dsdata.txt to determine how the superseded data were derived.
 LX5605
 LX5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4202343204(NAD 83)
 LX5605_MARKER: 53 = ELEVATED TANK
 LX5605
 LX5605  HISTORY     - Date     Condition        Report By
 LX5605  HISTORY     - 1965     FIRST OBSERVED   CGS
 LX5605  HISTORY     - 19960925 MARK NOT FOUND   USPSQD
 LX5605
 LX5605                          STATION DESCRIPTION
 LX5605
 LX5605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5605'THE STATION IS THE TOP CENTER OF A METAL WATER TANK MOUNTED ON
 LX5605'THE TOP OF FOUR METAL LEGS.  THE OVERALL HEIGHT IS 110 FEET.
 LX5605'
 LX5605'THE STATION IS LOCATED ON THE BROADVIEW ESTATE ABOUT 2-1/2 MILES
 LX5605'NORTHEAST OF AMAGANSETT, 200 YARDS WEST OF THE MAIN HOUSE OF THE
 LX5605'ESTATE, AND JUST WEST OF BARNES LANDING.  IT IS THE NORTHERN OF
 LX5605'THE TWO TANKS PAINTED SILVER.
 LX5605
 LX5605                          STATION RECOVERY (1996)
 LX5605
 LX5605'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX5605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5607 ***********************************************************************
 LX5607  DESIGNATION -  AMAGANSETT BROADVIEW EST S TK
 LX5607  PID         -  LX5607
 LX5607  STATE/COUNTY-  NY/SUFFOLK
 LX5607  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5607
 LX5607                         *CURRENT SURVEY CONTROL
 LX5607  ___________________________________________________________________
 LX5607* NAD 83(1996)-  41 00 13.84933(N)    072 07 21.06486(W)     ADJUSTED  
 LX5607* NAVD 88     -                                                        
 LX5607  ___________________________________________________________________
 LX5607  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LX5607  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LX5607
 LX5607  HORZ ORDER  -  THIRD
 LX5607
 LX5607.The horizontal coordinates were established by classical geodetic methods
 LX5607.and adjusted by the National Geodetic Survey in January 1999..
 LX5607
 LX5607
 LX5607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5607
 LX5607.The geoid height was determined by GEOID03.
 LX5607
 LX5607;                    North         East     Units Scale Factor Converg.
 LX5607;SPC NY L     -    94,659.431   457,940.778   MT  0.99999849   +1 13 40.9
 LX5607;SPC NY L     -   310,561.82  1,502,427.37   sFT  0.99999849   +1 13 40.9
 LX5607;UTM  18      - 4,543,172.992   742,000.901   MT  1.00032086   +1 53 19.9
 LX5607
 LX5607                          SUPERSEDED SURVEY CONTROL
 LX5607
 LX5607  NAD 83(1996)-  41 00 13.84934(N)    072 07 21.06497(W) AD(       ) 4
 LX5607  NAD 83(1992)-  41 00 13.84779(N)    072 07 21.06434(W) AD(       ) 4
 LX5607  NAD 83(1986)-  41 00 13.84984(N)    072 07 21.07147(W) AD(       ) 4
 LX5607  NAD 27      -  41 00 13.49245(N)    072 07 22.78689(W) AD(       ) 3
 LX5607
 LX5607.Superseded values are not recommended for survey control.
 LX5607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5607.See file dsdata.txt to determine how the superseded data were derived.
 LX5607
 LX5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4200143173(NAD 83)
 LX5607_MARKER: 53 = ELEVATED TANK
 LX5607
 LX5607  HISTORY     - Date     Condition        Report By
 LX5607  HISTORY     - 1965     FIRST OBSERVED   CGS
 LX5607  HISTORY     - 19960925 MARK NOT FOUND   USPSQD
 LX5607
 LX5607                          STATION DESCRIPTION
 LX5607
 LX5607'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5607'THE STATION IS THE TOP CENTER OF A METAL WATER TANK MOUNTED ON THE
 LX5607'TOP OF FOUR METAL LEGS.  THE OVERALL HEIGHT IS 100 FEET.
 LX5607'
 LX5607'THE STATION IS LOCATED ON THE BROADVIEW ESTATE ABOUT 2-1/2 MILES
 LX5607'NORTHEAST OF AMAGANSETT, 250 YARDS SOUTH-SOUTHWEST OF THE MAIN
 LX5607'HOUSE OF THE ESTATE, AND JUST WEST OF BARNES LANDING.  THE TANK
 LX5607'IS THE SOUTHERN OF THE TWO TANKS PAINTED SILVER.
 LX5607
 LX5607                          STATION RECOVERY (1996)
 LX5607
 LX5607'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX5607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4149 ***********************************************************************
 KU4149  DESIGNATION -  AMAGANSETT CG FS
 KU4149  PID         -  KU4149
 KU4149  STATE/COUNTY-  NY/SUFFOLK
 KU4149  USGS QUAD   -  EAST HAMPTON (1976)
 KU4149
 KU4149                         *CURRENT SURVEY CONTROL
 KU4149  ___________________________________________________________________
 KU4149* NAD 83(1996)-  40 58 12.86880(N)    072 07 30.17043(W)     ADJUSTED  
 KU4149* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 KU4149  ___________________________________________________________________
 KU4149  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KU4149  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4149
 KU4149  HORZ ORDER  -  SECOND
 KU4149
 KU4149.The horizontal coordinates were established by classical geodetic methods
 KU4149.and adjusted by the National Geodetic Survey in January 1999..
 KU4149
 KU4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4149
 KU4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4149
 KU4149.The geoid height was determined by GEOID03.
 KU4149
 KU4149;                    North         East     Units Scale Factor Converg.
 KU4149;SPC NY L     -    90,923.701   457,807.909   MT  0.99999709   +1 13 34.9
 KU4149;SPC NY L     -   298,305.51  1,501,991.45   sFT  0.99999709   +1 13 34.9
 KU4149;UTM  18      - 4,539,434.772   741,911.056   MT  1.00032033   +1 53 09.3
 KU4149
 KU4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4149!SPC NY L     -   1.00000481  x   0.99999709  =   1.00000190
 KU4149!UTM  18      -   1.00000481  x   1.00032033  =   1.00032514
 KU4149
 KU4149:                Primary Azimuth Mark                     Grid Az
 KU4149:SPC NY L     -  NAPEAGUE RADIO WSL WEST MAST             061 36 15.2
 KU4149:UTM  18      -  NAPEAGUE RADIO WSL WEST MAST             060 56 40.8
 KU4149
 KU4149|---------------------------------------------------------------------|
 KU4149| PID    Reference Object                     Distance      Geod. Az  |
 KU4149|                                                           dddmmss.s |
 KU4149| KU4128 NAPEAGUE RADIO WSL WEST MAST        APPROX. 6.6 KM 0624950.1 |
 KU4149| KU4153 AMAGANSETT CG FS RM 4                26.811 METERS 06601     |
 KU4149| KU4168 EAST HAMPTON WATER TANK             APPROX. 7.1 KM 2563706.4 |
 KU4149| CB8299 AMAGANSETT CG FS RM 1                57.774 METERS 25913     |
 KU4149| KU4157 AMAGANSETT WATER TANK               APPROX. 1.6 KM 3084808.4 |
 KU4149| CB8301 AMAGANSETT CG FS RM 3 AZIMUTH       177.650 METERS 32544     |
 KU4149| KU4161 AMAGANSETT EAST WIRELESS MAST       267.121 METERS 32705     |
 KU4149| CB8300 AMAGANSETT CG FS RM 2                41.047 METERS 33727     |
 KU4149|---------------------------------------------------------------------|
 KU4149
 KU4149                          SUPERSEDED SURVEY CONTROL
 KU4149
 KU4149  NAD 83(1996)-  40 58 12.86878(N)    072 07 30.17060(W) AD(       ) 2
 KU4149  NAD 83(1992)-  40 58 12.86720(N)    072 07 30.17011(W) AD(       ) 2
 KU4149  NAD 83(1986)-  40 58 12.86942(N)    072 07 30.17761(W) AD(       ) 2
 KU4149  NAD 27      -  40 58 12.51054(N)    072 07 31.90158(W) AD(       ) 2
 KU4149  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 KU4149
 KU4149.Superseded values are not recommended for survey control.
 KU4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4149.See file dsdata.txt to determine how the superseded data were derived.
 KU4149
 KU4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4191139435(NAD 83)
 KU4149_MARKER: DS = TRIANGULATION STATION DISK
 KU4149_SETTING: 0 = UNSPECIFIED SETTING
 KU4149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4149
 KU4149  HISTORY     - Date     Condition        Report By
 KU4149  HISTORY     - 1933     MONUMENTED       CGS
 KU4149  HISTORY     - 1951     GOOD             CGS
 KU4149  HISTORY     - 1962     GOOD             CGS
 KU4149  HISTORY     - 1962     GOOD             CGS
 KU4149  HISTORY     - 1965     GOOD             CGS
 KU4149  HISTORY     - 19960925 MARK NOT FOUND   USPSQD
 KU4149
 KU4149                          STATION DESCRIPTION
 KU4149
 KU4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (APR)
 KU4149'AT AMAGANSETT, LONG ISLAND, AT AMAGANSETT COAST GUARD
 KU4149'STATION.  STATION MARKED BY STANDARD BRONZE DISK SET IN CONCRETE
 KU4149'MONUMENT.  SET DIRECTLY UNDERNEATH FLAGSTAFF.
 KU4149'
 KU4149'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 KU4149'MONUMENT 2 METERS S OF GARAGE.  REFERENCE MARK NO.2 IS A
 KU4149'STANDARD BRONZE DISK SET IN CONCRETE MONUMENT 5 METERS NE OF
 KU4149'NE CORNER OF COAST GUARD STATION.  REFERENCE MARK NO.3 IS A
 KU4149'STANDARD BRONZE DISK SET IN CONCRETE MONUMENT IN LINE WITH STONEY
 KU4149'FIRE TOWER AND CENTER, ABOUT 30 METERS W OF CENTER LINE OF
 KU4149'STREET.
 KU4149'
 KU4149'DESCRIPTION GOOD IN 1939.
 KU4149
 KU4149                          STATION RECOVERY (1951)
 KU4149
 KU4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4149'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  THE STATION
 KU4149'MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS 2 AND 3 WERE
 KU4149'NOT RECOVERED.
 KU4149'
 KU4149'TO REACH FROM THE FLAGSTAFF AT AMAGANSETT DEPOT, GO S ON
 KU4149'STATE HIGHWAY 27 FOR 0.3 MILE TO WHERE THE HIGHWAY TURNS LEFT
 KU4149'(E), CONTINUE S ON MACADAM ROAD FOR 0.5 MILE TO COAST GUARD
 KU4149'STATION ON THE RIGHT AND STATION MARK BENEATH FLAGSTAFF.  THE
 KU4149'COAST GUARD STATION IS NOW ABANDONED.
 KU4149
 KU4149                          STATION RECOVERY (1962)
 KU4149
 KU4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4149'ALL MARKS RECOVERED IN GOOD CONDITION.
 KU4149'A WITNESS POST WAS SET AT THE AZIMUTH MARK.
 KU4149'
 KU4149'THE STATION MARK IS 4 INCHES BELOW THE GROUND, 130 FEET WEST OF
 KU4149'THE MAIN ROAD, 47 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 KU4149'ABANDONED COAST GUARD STATION AND ON A SMALL KNOLL, IN THE CENTER
 KU4149'OF THE BASES OF THE FLAG TOWER.
 KU4149'
 KU4149'RM 1 PROJECTS 2 FEET, IS 4 FEET SOUTH OF THE GARAGE
 KU4149'AND 56.7 METERS (ROUGH CHECK) WEST OF THE STATION MARK.
 KU4149'
 KU4149'RM 2 IS 1 FOOT BELOW GROUND, 40 FEET (12.2 RATHER
 KU4149'THAN 5 METERS) NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING
 KU4149'AND 41.0 METERS (ROUGH CHECK) NORTH OF THE STATION MARK.
 KU4149'
 KU4149'RM3 IS ABOUT 500 FEET NORTH OF THE STATION MARK, 128
 KU4149'FEET WEST OF THE CENTER OF THE ROAD AND 1.2 FEET SOUTH OF AN
 KU4149'OAK 3X3 POST THAT PROJECTS 3 FEET.  DISTANCE TO THE CENTER OF
 KU4149'THE ROAD TAKEN AT A POINT OPPOSITE NYT POLE NO.28.
 KU4149
 KU4149                          STATION RECOVERY (1962)
 KU4149
 KU4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4149'THE STATION AND ALL THREE REFERENCE MARKS WERE RECOVERED.  THE
 KU4149'FLAG STAFF WHICH WAS DIRECTLY OVER THE STATION MARK HAS BEEN
 KU4149'REMOVED AND ALL THAT REMAINS ARE THE FOUR LARGE CONCRETE FOOTINGS
 KU4149'THAT SUPPORTED THE FLAG STAFF.  THESE FOOTINGS WOULD NOT PERMIT
 KU4149'A BILBY TOWER ERECTED OVER THE STATION MARK.
 KU4149'
 KU4149'THE STATION MARK IS LOCATED NEAR THE CENTER OF THE FOUR CONCRETE
 KU4149'FOOTINGS AND IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 KU4149'AMAGANSETT C G F S 1933.
 KU4149'
 KU4149'THE 1933 DESCRIPTION TO REACH THE STATION IS ADEQUATE WITH THE
 KU4149'EXCEPTION OF THE REMOVAL OF THE FLAG STAFF TOWER.
 KU4149'
 KU4149'REFERENCE MARK NO. 1 IS FOUR FEET SOUTH OF AN OLD ABANDONED
 KU4149'FRAME GARAGE.  THIS MARK PROJECTS 2 FEET AND IS IN AN UPRIGHT
 KU4149'POSITION, BUT THE MEASUREMENT FROM THE STATION MARK FAILED TO
 KU4149'CHECK BY 1.029 METERS AGAINST THE 1933 MEASUREMENT.  THE
 KU4149'DIRECTION TO THIS MARK ALSO FAILED TO CHECK BY APPROXIMATELY
 KU4149'FIVE MINUTES.  IT IS A STANDARD DISK AND IS STAMPED
 KU4149'AMAGANSETT C G F S NO 1 1933.
 KU4149'
 KU4149'REFERENCE MARK NO. 2 IS 39 FEET NORTHEAST OF THE NORTHEAST
 KU4149'CORNER OF THE OLD ABANDONED COAST GUARD BUILDING AND 47 FEET
 KU4149'WEST OF A POWER LINE POLE.  THE MARK IS 6 INCHES BELOW THE
 KU4149'SURFACE OF THE GROUND AND THE DISK IS STAMPED AMAGANSETT C G F S
 KU4149'NO 2 1933.
 KU4149'
 KU4149'REFERENCE MARK NO. 3 IS 126 FEET WEST OF THE APPROXIMATE CENTER
 KU4149'OF ATLANTIC AVENUE AND IN AN OPEN AREA OF LAND THAT IS COVERED
 KU4149'WITH GRASS AND SOME UNDER BRUSH.  IT IS 1 FOOT SOUTH OF A WOODEN
 KU4149'WITNESS POST.  THE DISK IS STAMPED AMAGANSETT NO 3 1933.  THE
 KU4149'MARK IS FLUSH WITH THE GROUND.
 KU4149
 KU4149                          STATION RECOVERY (1965)
 KU4149
 KU4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4149'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 KU4149'AS DESCRIBED IN 1962 BY E.L. HARTLEY.  BECAUSE OF THE FOUR
 KU4149'CONCRETE FOOTINGS THAT SUPPORTED THE FLAGSTAFF A TOWER COULD NOT
 KU4149'BE ERECTED OVER THE STATION.  REFERENCE MARK 4 WAS ESTABLISHED
 KU4149'AND THE TOWER ERECTED THERE AND ALL OBSERVATIONS TAKEN FROM THIS
 KU4149'POINT.  FOR ANY FUTURE REFERENCE SEE DESCRIPTION TO AMAGANSETT
 KU4149'CGFS 1933 RM 4.
 KU4149'
 KU4149'A DESCRIPTION TO REFERENCE MARK 4 FOLLOWS--
 KU4149'
 KU4149'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AMAGANSETT FSCG
 KU4149'NO 4 1933, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT
 KU4149'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE
 KU4149'GROUND.  THERE IS A STANDARD STATION MARK DISK STAMPED AMAGANSETT
 KU4149'FSCG 1933, SET 42 INCHES BELOW THE GROUND.  IT IS 110 FEET
 KU4149'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE COAST GUARD
 KU4149'STATION, 77 FEET WEST OF THE APPROXIMATE CENTER OF ATLANTIC
 KU4149'AVENUE AND 1.8 FEET WEST OF A METAL WITNESS POST.
 KU4149'
 KU4149'NOTE--A TRAVERSE CONNECTION WAS MADE FROM AMAGANSETT CGFS 1933
 KU4149'TO AMAGANSETT CGFS 1933 RM 4.
 KU4149
 KU4149                          STATION RECOVERY (1996)
 KU4149
 KU4149'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4153 ***********************************************************************
 KU4153  DESIGNATION -  AMAGANSETT CG FS RM 4
 KU4153  PID         -  KU4153
 KU4153  STATE/COUNTY-  NY/SUFFOLK
 KU4153  USGS QUAD   -  EAST HAMPTON (1976)
 KU4153
 KU4153                         *CURRENT SURVEY CONTROL
 KU4153  ___________________________________________________________________
 KU4153* NAD 83(1996)-  40 58 13.22214(N)    072 07 29.12278(W)     ADJUSTED  
 KU4153* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU4153  ___________________________________________________________________
 KU4153  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KU4153  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4153
 KU4153  HORZ ORDER  -  FIRST
 KU4153
 KU4153.The horizontal coordinates were established by classical geodetic methods
 KU4153.and adjusted by the National Geodetic Survey in January 1999..
 KU4153
 KU4153.The orthometric height was scaled from a topographic map.
 KU4153
 KU4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4153
 KU4153.The geoid height was determined by GEOID03.
 KU4153
 KU4153;                    North         East     Units Scale Factor Converg.
 KU4153;SPC NY L     -    90,935.123   457,832.166   MT  0.99999710   +1 13 35.6
 KU4153;SPC NY L     -   298,342.98  1,502,071.03   sFT  0.99999710   +1 13 35.6
 KU4153;UTM  18      - 4,539,446.476   741,935.188   MT  1.00032047   +1 53 10.0
 KU4153
 KU4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4153!SPC NY L     -   1.00000450  x   0.99999710  =   1.00000160
 KU4153!UTM  18      -   1.00000450  x   1.00032047  =   1.00032497
 KU4153
 KU4153|---------------------------------------------------------------------|
 KU4153| PID    Reference Object                     Distance      Geod. Az  |
 KU4153|                                                           dddmmss.s |
 KU4153| KU4149 AMAGANSETT CG FS                     26.811 METERS 24601     |
 KU4153| CB8301 AMAGANSETT CG FS RM 3 AZIMUTH                      31730     |
 KU4153|---------------------------------------------------------------------|
 KU4153
 KU4153                          SUPERSEDED SURVEY CONTROL
 KU4153
 KU4153  NAD 83(1996)-  40 58 13.22213(N)    072 07 29.12295(W) AD(       ) 1
 KU4153  NAD 83(1992)-  40 58 13.22055(N)    072 07 29.12246(W) AD(       ) 1
 KU4153  NAD 83(1986)-  40 58 13.22278(N)    072 07 29.12990(W) AD(       ) 1
 KU4153  NAD 27      -  40 58 12.86388(N)    072 07 30.85396(W) AD(       ) 1
 KU4153
 KU4153.Superseded values are not recommended for survey control.
 KU4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4153.See file dsdata.txt to determine how the superseded data were derived.
 KU4153
 KU4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4193539446(NAD 83)
 KU4153_MARKER: DR = REFERENCE MARK DISK
 KU4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4153+STABILITY: SURFACE MOTION
 KU4153
 KU4153  HISTORY     - Date     Condition        Report By
 KU4153  HISTORY     - 1965     MONUMENTED       CGS
 KU4153  HISTORY     - 19960925 MARK NOT FOUND   USPSQD
 KU4153
 KU4153                          STATION DESCRIPTION
 KU4153
 KU4153'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4153'THE STATION IS ABOUT 1 MILE SOUTHEAST OF AMAGANSETT AND 110 FEET
 KU4153'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED AMAGANSETT
 KU4153'COAST GUARD STATION.
 KU4153'
 KU4153'TO REACH FROM THE POST OFFICE IN AMAGANSETT, GO EASTERLY ON
 KU4153'STATE HIGHWAY 27 FOR 0.4 MILE TO THE AMAGANSETT FLAGSTAFF ON
 KU4153'THE LEFT.  TURN RIGHT AND GO SOUTH ON ATLANTIC AVENUE FOR 0.2
 KU4153'MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON ATLANTIC AVENUE
 KU4153'FOR 0.35 MILE TO A CROSSROAD.  CONTINUE SOUTH ON A PAVED STREET
 KU4153'TOWARDS THE BEACH FOR 0.2 MILE TO THE ABANDONED COAST GUARD
 KU4153'STATION ON THE RIGHT.
 KU4153'
 KU4153'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTHERLY ON THE
 KU4153'PAVED STREET FOR 0.15 MILE TO THE MARK ON THE LEFT.
 KU4153'
 KU4153'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KU4153'AMAGANSETT FSCG NO 4 1933, SET IN THE TOP OF A CYLINDRICAL
 KU4153'CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4
 KU4153'INCHES ABOVE THE GROUND.  THERE IS A STANDARD STATION MARK DISK
 KU4153'STAMPED AMAGANSETT FSCG 1933, SET 42 INCHES BELOW THE GROUND.  IT
 KU4153'IS 110 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KU4153'COAST GUARD STATION, 77 FEET WEST OF THE APPROXIMATE CENTER OF
 KU4153'ATLANTIC AVENUE AND 1.8 FEET WEST OF A METAL WITNESS POST.
 KU4153'
 KU4153'AMAGANSETT CGFS 1933 IS A STANDARD DISK STAMPED AMAGANSETT FSCG
 KU4153'1933 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 KU4153'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS NEAR THE
 KU4153'CENTER OF FOUR CONCRETE FOOTINGS THAT ORIGINALLY SUPPORTED THE
 KU4153'FLAGSTAFF, 165 FEET WEST OF THE APPROXIMATE CENTER OF ATLANTIC
 KU4153'AVENUE, 89.8 FEET WEST OF THE METAL WITNESS POST AND 7.2 FEET
 KU4153'NORTHWEST OF THE SOUTHEAST CONCRETE FOOTING.
 KU4153'
 KU4153'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AMAGANSETT CGFS
 KU4153'NO 3 1933, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 KU4153'THAT PROJECTS 4 INCHES.  IT IS 123 FEET WEST OF THE APPROXIMATE
 KU4153'CENTER OF ATLANTIC AVENUE, 16-1/2 FEET SOUTH OF A SMALL PINE TREE
 KU4153'AND 1.0 FEET WEST OF A METAL WITNESS POST.
 KU4153'
 KU4153'NOTE--A TRAVERSE CONNECTION WAS MADE FROM AMAGANSETT CGFS 1933
 KU4153'RM 4 TO AMAGANSETT CGFS 1933.
 KU4153'
 KU4153'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU4153
 KU4153                          STATION RECOVERY (1996)
 KU4153
 KU4153'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4132 ***********************************************************************
 KU4132  DESIGNATION -  AMAGANSETT ELEC LT PLANT CHIM
 KU4132  PID         -  KU4132
 KU4132  STATE/COUNTY-  NY/SUFFOLK
 KU4132  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4132
 KU4132                         *CURRENT SURVEY CONTROL
 KU4132  ___________________________________________________________________
 KU4132* NAD 83(1996)-  40 59 28.78675(N)    072 05 38.42352(W)     ADJUSTED  
 KU4132* NAVD 88     -                                                        
 KU4132  ___________________________________________________________________
 KU4132  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 KU4132  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4132
 KU4132  HORZ ORDER  -  THIRD
 KU4132
 KU4132.The horizontal coordinates were established by classical geodetic methods
 KU4132.and adjusted by the National Geodetic Survey in January 1999..
 KU4132
 KU4132
 KU4132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4132
 KU4132.The geoid height was determined by GEOID03.
 KU4132
 KU4132;                    North         East     Units Scale Factor Converg.
 KU4132;SPC NY L     -    93,321.457   460,369.139   MT  0.99999793   +1 14 48.0
 KU4132;SPC NY L     -   306,172.15  1,510,394.42   sFT  0.99999793   +1 14 48.0
 KU4132;UTM  18      - 4,541,862.673   744,445.334   MT  1.00033550   +1 54 25.6
 KU4132
 KU4132                          SUPERSEDED SURVEY CONTROL
 KU4132
 KU4132  NAD 83(1996)-  40 59 28.78674(N)    072 05 38.42361(W) AD(       ) 4
 KU4132  NAD 83(1992)-  40 59 28.78514(N)    072 05 38.42308(W) AD(       ) 4
 KU4132  NAD 83(1986)-  40 59 28.78715(N)    072 05 38.43044(W) AD(       ) 4
 KU4132  NAD 27      -  40 59 28.42652(N)    072 05 40.15512(W) AD(       ) 3
 KU4132
 KU4132.Superseded values are not recommended for survey control.
 KU4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4132.See file dsdata.txt to determine how the superseded data were derived.
 KU4132
 KU4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4444541863(NAD 83)
 KU4132_MARKER: 85 = CHIMNEY
 KU4132
 KU4132  HISTORY     - Date     Condition        Report By
 KU4132  HISTORY     - 1911     FIRST OBSERVED   CGS
 KU4132  HISTORY     - 1928     GOOD             CGS
 KU4132  HISTORY     - 1933     GOOD             CGS
 KU4132  HISTORY     - 1965     GOOD             CGS
 KU4132  HISTORY     - 19960919 GOOD             USPSQD
 KU4132
 KU4132                          STATION DESCRIPTION
 KU4132
 KU4132'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 KU4132'NO ORIGINAL DESCRIPTION.  THE TALL SQUARE CHIMNEY OF THE ELECTRIC
 KU4132'LIGHT PLANT, NEAR THE SHORE, A LITTLE MORE THAN HALF WAY FROM
 KU4132'PROMISED LAND TO THE DEVON YACHT CLUB.  THE CHIMNEY IS ONE OF THE
 KU4132'MOST CONSPICUOUS OBJECTS IN THE BAY.
 KU4132
 KU4132                          STATION RECOVERY (1933)
 KU4132
 KU4132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4132'THE STATION WAS RECOVERED AS DESCRIBED BY C.K. GREEN IN 1928.  AN
 KU4132'ADDITIONAL NOTE SHOULD BE ADDED AS--
 KU4132'
 KU4132'THE POWER PLANT IS NOW ABANDONED.  THE CHIMNEY IS A SQUARE BRICK
 KU4132'ONE COVERED WITH A CEMENT COATING ON THE OUTSIDE.
 KU4132
 KU4132                          STATION RECOVERY (1965)
 KU4132
 KU4132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4132'THE STATION WAS RECOVERED AS DESCRIBED.  THE POINT INTERSECTED WAS
 KU4132'THE TOP CENTER OF THE CHIMNEY.
 KU4132
 KU4132                          STATION RECOVERY (1996)
 KU4132
 KU4132'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4143 ***********************************************************************
 KU4143  DESIGNATION -  AMAGANSETT HOUSE B CHIMNEY
 KU4143  PID         -  KU4143
 KU4143  STATE/COUNTY-  NY/SUFFOLK
 KU4143  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4143
 KU4143                         *CURRENT SURVEY CONTROL
 KU4143  ___________________________________________________________________
 KU4143* NAD 83(1996)-  40 59 01.11898(N)    072 06 20.88999(W)     ADJUSTED  
 KU4143* NAVD 88     -                                                        
 KU4143  ___________________________________________________________________
 KU4143  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KU4143  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4143
 KU4143  HORZ ORDER  -  THIRD
 KU4143
 KU4143.The horizontal coordinates were established by classical geodetic methods
 KU4143.and adjusted by the National Geodetic Survey in January 1999..
 KU4143
 KU4143
 KU4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4143
 KU4143.The geoid height was determined by GEOID03.
 KU4143
 KU4143;                    North         East     Units Scale Factor Converg.
 KU4143;SPC NY L     -    92,446.627   459,395.220   MT  0.99999761   +1 14 20.3
 KU4143;SPC NY L     -   303,301.98  1,507,199.15   sFT  0.99999761   +1 14 20.3
 KU4143;UTM  18      - 4,540,976.381   743,481.238   MT  1.00032971   +1 53 56.7
 KU4143
 KU4143                          SUPERSEDED SURVEY CONTROL
 KU4143
 KU4143  NAD 83(1996)-  40 59 01.11897(N)    072 06 20.89009(W) AD(       ) 4
 KU4143  NAD 83(1992)-  40 59 01.11738(N)    072 06 20.88949(W) AD(       ) 4
 KU4143  NAD 83(1986)-  40 59 01.11935(N)    072 06 20.89670(W) AD(       ) 4
 KU4143  NAD 27      -  40 59 00.75200(N)    072 06 22.61800(W) AD(       ) 3
 KU4143
 KU4143.Superseded values are not recommended for survey control.
 KU4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4143.See file dsdata.txt to determine how the superseded data were derived.
 KU4143
 KU4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4348140976(NAD 83)
 KU4143
 KU4143  HISTORY     - Date     Condition        Report By
 KU4143  HISTORY     - UNK      MONUMENTED
 KU4143  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KU4143
 KU4143                          STATION DESCRIPTION
 KU4143
 KU4143'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4143'THERE IS NO DESCRIPTION OF THIS STATION.  THERE ARE SEVERAL
 KU4143'HOUSES IN THIS LOCALITY ALL HAVING FROM TWO TO SEVEN
 KU4143'CHIMNEYS.  A CHECK TRIANGULATION STATION WILL BE NECESSARY BEFORE
 KU4143'STATION CAN BE IDENTIFIED WITHOUT GUESS WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4141 ***********************************************************************
 KU4141  DESIGNATION -  AMAGANSETT HOUSE L CHIMNEY
 KU4141  PID         -  KU4141
 KU4141  STATE/COUNTY-  NY/SUFFOLK
 KU4141  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4141
 KU4141                         *CURRENT SURVEY CONTROL
 KU4141  ___________________________________________________________________
 KU4141* NAD 83(1996)-  40 59 02.01093(N)    072 06 25.61607(W)     ADJUSTED  
 KU4141* NAVD 88     -                                                        
 KU4141  ___________________________________________________________________
 KU4141  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KU4141  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4141
 KU4141  HORZ ORDER  -  THIRD
 KU4141
 KU4141.The horizontal coordinates were established by classical geodetic methods
 KU4141.and adjusted by the National Geodetic Survey in January 1999..
 KU4141
 KU4141
 KU4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4141
 KU4141.The geoid height was determined by GEOID03.
 KU4141
 KU4141;                    North         East     Units Scale Factor Converg.
 KU4141;SPC NY L     -    92,471.747   459,284.171   MT  0.99999762   +1 14 17.2
 KU4141;SPC NY L     -   303,384.39  1,506,834.82   sFT  0.99999762   +1 14 17.2
 KU4141;UTM  18      - 4,541,000.229   743,369.870   MT  1.00032904   +1 53 53.6
 KU4141
 KU4141                          SUPERSEDED SURVEY CONTROL
 KU4141
 KU4141  NAD 83(1996)-  40 59 02.01093(N)    072 06 25.61618(W) AD(       ) 4
 KU4141  NAD 83(1992)-  40 59 02.00933(N)    072 06 25.61557(W) AD(       ) 4
 KU4141  NAD 83(1986)-  40 59 02.01128(N)    072 06 25.62276(W) AD(       ) 4
 KU4141  NAD 27      -  40 59 01.64400(N)    072 06 27.34400(W) AD(       ) 3
 KU4141
 KU4141.Superseded values are not recommended for survey control.
 KU4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4141.See file dsdata.txt to determine how the superseded data were derived.
 KU4141
 KU4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4337041000(NAD 83)
 KU4141
 KU4141  HISTORY     - Date     Condition        Report By
 KU4141  HISTORY     - UNK      MONUMENTED
 KU4141  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KU4141
 KU4141                          STATION DESCRIPTION
 KU4141
 KU4141'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4141'THERE IS NO DESCRIPTION OF THIS STATION.  THERE ARE SEVERAL HOUSES
 KU4141'IN THIS LOCALITY ALL HAVING FROM TWO TO SEVEN CHIMNEYS.  A
 KU4141'CHECK TRIANGULATION STATION WILL BE NECESSARY BEFORE THE
 KU4141'STATION CAN BE IDENTIFIED WITHOUT GUESS WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4139 ***********************************************************************
 KU4139  DESIGNATION -  AMAGANSETT HOUSE P CHIMNEY
 KU4139  PID         -  KU4139
 KU4139  STATE/COUNTY-  NY/SUFFOLK
 KU4139  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4139
 KU4139                         *CURRENT SURVEY CONTROL
 KU4139  ___________________________________________________________________
 KU4139* NAD 83(1996)-  40 59 03.85939(N)    072 06 30.15070(W)     ADJUSTED  
 KU4139* NAVD 88     -                                                        
 KU4139  ___________________________________________________________________
 KU4139  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KU4139  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4139
 KU4139  HORZ ORDER  -  THIRD
 KU4139
 KU4139.The horizontal coordinates were established by classical geodetic methods
 KU4139.and adjusted by the National Geodetic Survey in January 1999..
 KU4139
 KU4139
 KU4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4139
 KU4139.The geoid height was determined by GEOID03.
 KU4139
 KU4139;                    North         East     Units Scale Factor Converg.
 KU4139;SPC NY L     -    92,526.466   459,176.961   MT  0.99999764   +1 14 14.2
 KU4139;SPC NY L     -   303,563.91  1,506,483.08   sFT  0.99999764   +1 14 14.2
 KU4139;UTM  18      - 4,541,053.726   743,262.001   MT  1.00032840   +1 53 50.7
 KU4139
 KU4139                          SUPERSEDED SURVEY CONTROL
 KU4139
 KU4139  NAD 83(1996)-  40 59 03.85938(N)    072 06 30.15080(W) AD(       ) 4
 KU4139  NAD 83(1992)-  40 59 03.85779(N)    072 06 30.15019(W) AD(       ) 4
 KU4139  NAD 83(1986)-  40 59 03.85977(N)    072 06 30.15745(W) AD(       ) 4
 KU4139  NAD 27      -  40 59 03.46800(N)    072 06 31.87600(W) AD(       ) 3
 KU4139
 KU4139.Superseded values are not recommended for survey control.
 KU4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4139.See file dsdata.txt to determine how the superseded data were derived.
 KU4139
 KU4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4326241054(NAD 83)
 KU4139
 KU4139  HISTORY     - Date     Condition        Report By
 KU4139  HISTORY     - UNK      MONUMENTED
 KU4139  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KU4139
 KU4139                          STATION DESCRIPTION
 KU4139
 KU4139'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4139'THERE IS NO DESCRIPTION OF THIS STATION.  THERE ARE SEVERAL HOUSES
 KU4139'IN THIS LOCALITY ALL HAVING FROM TWO TO SEVEN CHIMNEYS.  A
 KU4139'CHECK TRIANGULATION STATION WILL BE NECESSARY BEFORE THE
 KU4139'STATION CAN BE IDENTIFIED WITHOUT GUESS WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4159 ***********************************************************************
 KU4159  DESIGNATION -  AMAGANSETT LIBERTY POLE
 KU4159  PID         -  KU4159
 KU4159  STATE/COUNTY-  NY/SUFFOLK
 KU4159  USGS QUAD   -  EAST HAMPTON (1976)
 KU4159
 KU4159                         *CURRENT SURVEY CONTROL
 KU4159  ___________________________________________________________________
 KU4159* NAD 83(1996)-  40 58 45.64964(N)    072 08 02.00858(W)     ADJUSTED  
 KU4159* NAVD 88     -                                                        
 KU4159  ___________________________________________________________________
 KU4159  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 KU4159  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4159
 KU4159  HORZ ORDER  -  THIRD
 KU4159
 KU4159.The horizontal coordinates were established by classical geodetic methods
 KU4159.and adjusted by the National Geodetic Survey in January 1999..
 KU4159
 KU4159
 KU4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4159
 KU4159.The geoid height was determined by GEOID03.
 KU4159
 KU4159;                    North         East     Units Scale Factor Converg.
 KU4159;SPC NY L     -    91,918.803   457,042.120   MT  0.99999744   +1 13 14.1
 KU4159;SPC NY L     -   301,570.27  1,499,479.02   sFT  0.99999744   +1 13 14.1
 KU4159;UTM  18      - 4,540,421.307   741,133.611   MT  1.00031570   +1 52 49.7
 KU4159
 KU4159                          SUPERSEDED SURVEY CONTROL
 KU4159
 KU4159  NAD 83(1996)-  40 58 45.64963(N)    072 08 02.00874(W) AD(       ) 4
 KU4159  NAD 83(1992)-  40 58 45.64809(N)    072 08 02.00825(W) AD(       ) 4
 KU4159  NAD 83(1986)-  40 58 45.65030(N)    072 08 02.01557(W) AD(       ) 4
 KU4159  NAD 27      -  40 58 45.28638(N)    072 08 03.73264(W) AD(       ) 3
 KU4159
 KU4159.Superseded values are not recommended for survey control.
 KU4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4159.See file dsdata.txt to determine how the superseded data were derived.
 KU4159
 KU4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4113440421(NAD 83)
 KU4159_MARKER: 83 = FLAGSTAFF
 KU4159
 KU4159  HISTORY     - Date     Condition        Report By
 KU4159  HISTORY     - 1921     FIRST OBSERVED   CGS
 KU4159  HISTORY     - 1933     GOOD             CGS
 KU4159  HISTORY     - 1965     GOOD             CGS
 KU4159  HISTORY     - 19960919 GOOD             USPSQD
 KU4159
 KU4159                          STATION DESCRIPTION
 KU4159
 KU4159'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HWH)
 KU4159'THIS STATION IS THE FLAGSTAFF AT THE RAILROAD STATION,
 KU4159'AMAGANSETT.  POLE IS ABOUT 100 FEET HIGH, AND IS SURMOUNTED BY A
 KU4159'GILTED EAGLE WEATHER VANE.  THE TOP OF THE POLE DIRECTLY UNDER THE
 KU4159'WEATHER VANE WAS SIGHTED ON.  THE POLE IS ABOUT 2 FEET IN DIAMETER
 KU4159'AT ITS BASE AND IS SET IN CONCRETE.  A BRONZE PLATE IS SET IN THE
 KU4159'POLE NEAR ITS BASE, STATING THAT THE POLE WAS DEDICATED MAY 30,
 KU4159'1913, BY THE MENS BROTHERHOOD.
 KU4159
 KU4159                          STATION RECOVERY (1933)
 KU4159
 KU4159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4159'RECOVERED AS DESCRIBED.
 KU4159'
 KU4159'ADDITIONAL NOTE--THE FLAGPOLE SETS TO THE W OF THE RAILWAY STATION
 KU4159'ABOUT 100 METERS AT THE CORNER WHERE THE HIGHWAY NO.27 MAKES A
 KU4159'SHARP TURN TO THE SE.  IT IS IN LINE WITH THE CENTER LINE OF THE
 KU4159'MAIN HIGHWAY NO.27 RUNNING SE AND NW AFTER MAKING THIS TURN.
 KU4159
 KU4159                          STATION RECOVERY (1965)
 KU4159
 KU4159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4159'THE STATION WAS RECOVERED AS DESCRIBED BY L.C.W. IN 1933.  THE
 KU4159'POINT INTERSECTED WAS THE TOP CENTER OF THE POLE.
 KU4159
 KU4159                          STATION RECOVERY (1996)
 KU4159
 KU4159'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4138 ***********************************************************************
 KU4138  DESIGNATION -  AMAGANSETT RADIO COMPASS STA
 KU4138  PID         -  KU4138
 KU4138  STATE/COUNTY-  NY/SUFFOLK
 KU4138  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4138
 KU4138                         *CURRENT SURVEY CONTROL
 KU4138  ___________________________________________________________________
 KU4138* NAD 83(1996)-  40 58 09.78658(N)    072 07 25.62733(W)     ADJUSTED  
 KU4138* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU4138  ___________________________________________________________________
 KU4138  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KU4138  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4138
 KU4138  HORZ ORDER  -  THIRD
 KU4138
 KU4138.The horizontal coordinates were established by classical geodetic methods
 KU4138.and adjusted by the National Geodetic Survey in January 1999..
 KU4138
 KU4138.The orthometric height was scaled from a topographic map.
 KU4138
 KU4138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4138
 KU4138.The geoid height was determined by GEOID03.
 KU4138
 KU4138;                    North         East     Units Scale Factor Converg.
 KU4138;SPC NY L     -    90,830.916   457,916.145   MT  0.99999706   +1 13 37.9
 KU4138;SPC NY L     -   298,001.10  1,502,346.55   sFT  0.99999706   +1 13 37.9
 KU4138;UTM  18      - 4,539,343.210   742,020.388   MT  1.00032098   +1 53 12.2
 KU4138
 KU4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4138!SPC NY L     -   1.00000403  x   0.99999706  =   1.00000109
 KU4138!UTM  18      -   1.00000403  x   1.00032098  =   1.00032501
 KU4138
 KU4138                          SUPERSEDED SURVEY CONTROL
 KU4138
 KU4138  NAD 83(1996)-  40 58 09.78656(N)    072 07 25.62747(W) AD(       ) 3
 KU4138  NAD 83(1992)-  40 58 09.78499(N)    072 07 25.62697(W) AD(       ) 3
 KU4138  NAD 83(1986)-  40 58 09.78719(N)    072 07 25.63435(W) AD(       ) 3
 KU4138  NAD 27      -  40 58 09.42700(N)    072 07 27.34100(W) AD(       ) 3
 KU4138
 KU4138.Superseded values are not recommended for survey control.
 KU4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4138.See file dsdata.txt to determine how the superseded data were derived.
 KU4138
 KU4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4202039343(NAD 83)
 KU4138_MARKER: Z = SEE DESCRIPTION
 KU4138_SETTING: 0 = UNSPECIFIED SETTING
 KU4138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4138
 KU4138  HISTORY     - Date     Condition        Report By
 KU4138  HISTORY     - 1921     MONUMENTED       CGS
 KU4138  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU4138  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 KU4138  HISTORY     - 19960919 MARK NOT FOUND   USPSQD
 KU4138
 KU4138                          STATION DESCRIPTION
 KU4138
 KU4138'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HWH)
 KU4138'THIS STATION IS LOCATED AT THE FOOT OF WHIPPOWIL STREET,
 KU4138'AMAGANSETT, N.Y.  IT IS A SMALL BUILDING, ABOUT 15 BY 10 FEET,
 KU4138'ON THE BEACH, AND HAS A PLATFORM ON TOP, USED FOR OBSERVATION
 KU4138'PURPOSES.  A SMALL HOLE ON THE PLATFORM MARKS THE LOCATION OF
 KU4138'THE COMPASS SHAFT, AND WAS USED AS THE TRIANGULATION MARK.
 KU4138
 KU4138                          STATION RECOVERY (1962)
 KU4138
 KU4138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4138'NOT RECOVERED.  THE PLATFORM WITH THE HOLE FOR THE COMPASS
 KU4138'SHAFT, WHICH WAS THE POINT OBSERVED UPON, WAS TAKEN OFF THE
 KU4138'BUILDING EARLIER THIS YEAR.  THE BUILDING REMAINS, IN GOOD
 KU4138'CONDITION.
 KU4138
 KU4138                          STATION RECOVERY (1995)
 KU4138
 KU4138'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU4138'MARK NOT FOUND.
 KU4138
 KU4138                          STATION RECOVERY (1996)
 KU4138
 KU4138'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4157 ***********************************************************************
 KU4157  DESIGNATION -  AMAGANSETT WATER TANK
 KU4157  PID         -  KU4157
 KU4157  STATE/COUNTY-  NY/SUFFOLK
 KU4157  USGS QUAD   -  EAST HAMPTON (1976)
 KU4157
 KU4157                         *CURRENT SURVEY CONTROL
 KU4157  ___________________________________________________________________
 KU4157* NAD 83(1996)-  40 58 44.73577(N)    072 08 22.47013(W)     ADJUSTED  
 KU4157* NAVD 88     -                                                        
 KU4157  ___________________________________________________________________
 KU4157  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 KU4157  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU4157
 KU4157  HORZ ORDER  -  THIRD
 KU4157
 KU4157.The horizontal coordinates were established by classical geodetic methods
 KU4157.and adjusted by the National Geodetic Survey in January 1999..
 KU4157
 KU4157
 KU4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4157
 KU4157.The geoid height was determined by GEOID03.
 KU4157
 KU4157;                    North         East     Units Scale Factor Converg.
 KU4157;SPC NY L     -    91,880.444   456,564.474   MT  0.99999743   +1 13 00.7
 KU4157;SPC NY L     -   301,444.42  1,497,911.95   sFT  0.99999743   +1 13 00.7
 KU4157;UTM  18      - 4,540,377.436   740,656.288   MT  1.00031287   +1 52 36.2
 KU4157
 KU4157                          SUPERSEDED SURVEY CONTROL
 KU4157
 KU4157  NAD 83(1996)-  40 58 44.73576(N)    072 08 22.47029(W) AD(       ) 4
 KU4157  NAD 83(1992)-  40 58 44.73424(N)    072 08 22.46981(W) AD(       ) 4
 KU4157  NAD 83(1986)-  40 58 44.73646(N)    072 08 22.47704(W) AD(       ) 4
 KU4157  NAD 27      -  40 58 44.37829(N)    072 08 24.19883(W) AD(       ) 3
 KU4157
 KU4157.Superseded values are not recommended for survey control.
 KU4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4157.See file dsdata.txt to determine how the superseded data were derived.
 KU4157
 KU4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4065640377(NAD 83)
 KU4157_MARKER: 53 = ELEVATED TANK
 KU4157
 KU4157  HISTORY     - Date     Condition        Report By
 KU4157  HISTORY     - 1962     FIRST OBSERVED   CGS
 KU4157  HISTORY     - 1965     GOOD             CGS
 KU4157  HISTORY     - 19960919 MARK NOT FOUND   USPSQD
 KU4157
 KU4157                          STATION DESCRIPTION
 KU4157
 KU4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4157'THE STATION IS A REGULAR SHAPED WATER TANK SUPPORTED BY A 4-LEGGED
 KU4157'STEEL STRUCTURE.  IT IS SILVER IN COLOR AND IS APPROXIMATELY 80
 KU4157'FEET IN HEIGHT OVER-ALL.  THE TANK IS LOCATED ABOUT 0.2 MILE NORTH
 KU4157'OF HIGHWAY 27 AT A POINT OPPOSITE THE AMAGANSETT GRADE SCHOOL.
 KU4157'
 KU4157'THE POINT INTERSECTED WAS THE BALL AT THE TOP CENTER OF THE TANK.
 KU4157
 KU4157                          STATION RECOVERY (1965)
 KU4157
 KU4157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4157'THIS STATION WAS RECOVERED AS DESCRIBED.
 KU4157
 KU4157                          STATION RECOVERY (1996)
 KU4157
 KU4157'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3849 ***********************************************************************
 LX3849  DESIGNATION -  AMAWALK
 LX3849  PID         -  LX3849
 LX3849  STATE/COUNTY-  NY/WESTCHESTER
 LX3849  USGS QUAD   -  CROTON FALLS (1981)
 LX3849
 LX3849                         *CURRENT SURVEY CONTROL
 LX3849  ___________________________________________________________________
 LX3849* NAD 83(1996)-  41 20 14.18363(N)    073 44 33.85926(W)     ADJUSTED  
 LX3849* NAVD 88     -       182.1    (meters)     597.     (feet)  VERTCON   
 LX3849  ___________________________________________________________________
 LX3849  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 LX3849  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX3849
 LX3849  HORZ ORDER  -  FIRST
 LX3849
 LX3849.The horizontal coordinates were established by classical geodetic methods
 LX3849.and adjusted by the National Geodetic Survey in January 1999..
 LX3849
 LX3849.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3849
 LX3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3849
 LX3849.The geoid height was determined by GEOID03.
 LX3849
 LX3849;                    North         East     Units Scale Factor Converg.
 LX3849;SPC NY E     -   278,277.077   213,380.340   MT  0.99994942   +0 30 00.6
 LX3849;SPC NY E     -   912,980.71    700,065.33   sFT  0.99994942   +0 30 00.6
 LX3849;UTM  18      - 4,576,961.091   605,197.859   MT  0.99973619   +0 49 49.7
 LX3849
 LX3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3849!SPC NY E     -   0.99997623  x   0.99994942  =   0.99992565
 LX3849!UTM  18      -   0.99997623  x   0.99973619  =   0.99971243
 LX3849
 LX3849:                Primary Azimuth Mark                     Grid Az
 LX3849:SPC NY E     -  WATERMELON 2                             030 21 17.4
 LX3849:UTM  18      -  WATERMELON 2                             030 01 28.3
 LX3849
 LX3849|---------------------------------------------------------------------|
 LX3849| PID    Reference Object                     Distance      Geod. Az  |
 LX3849|                                                           dddmmss.s |
 LX3849| LX3842 WATERMELON 2                        APPROX. 3.6 KM 0305118.0 |
 LX3849| CB2629 AMAWALK RM 1                         26.774 METERS 05556     |
 LX3849| LX3850 LINCOLNDALE LINC HALL SCH STK       APPROX. 2.6 KM 1332733.5 |
 LX3849| CB2630 AMAWALK RM 2                         27.524 METERS 13713     |
 LX3849| LX3848 SHENOROCK STANDPIPE                  11.163 METERS 28753     |
 LX3849|---------------------------------------------------------------------|
 LX3849
 LX3849                          SUPERSEDED SURVEY CONTROL
 LX3849
 LX3849  NAD 83(1996)-  41 20 14.18486(N)    073 44 33.85988(W) AD(       ) 1
 LX3849  NAD 83(1992)-  41 20 14.18443(N)    073 44 33.85966(W) AD(       ) 1
 LX3849  NAD 83(1986)-  41 20 14.18536(N)    073 44 33.86067(W) AD(       ) 1
 LX3849  NAD 27      -  41 20 13.84790(N)    073 44 35.38309(W) AD(       ) 1
 LX3849  NGVD 29 (07/19/86)  182.4    (m)          598.     (f) VERT ANG       
 LX3849
 LX3849.Superseded values are not recommended for survey control.
 LX3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3849.See file dsdata.txt to determine how the superseded data were derived.
 LX3849
 LX3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0519876961(NAD 83)
 LX3849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3849
 LX3849  HISTORY     - Date     Condition        Report By
 LX3849  HISTORY     - 1966     MONUMENTED       CGS
 LX3849  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3849
 LX3849                          STATION DESCRIPTION
 LX3849
 LX3849'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3849'THE STATION IS LOCATED ABOUT 4.8 MILES NORTHEAST OF
 LX3849'YORKTOWN HEIGHTS, 1 MILE NORTH OF THE NORTH END OF THE
 LX3849'AMAWALK RESERVOIR, 0.6 MILE SOUTH OF THE WESTCHESTER-PUTNAM
 LX3849'COUNTY LINE, 0.5 MILE NORTH OF THE NORTH SHORE OF LAKE SHENOROCK,
 LX3849'IN THE NORTH EDGE OF THE VILLAGE OF SHENOROCK AND ON PROPERTY
 LX3849'OF TOWN OF YORKTOWN WATER DISTRICT.
 LX3849'
 LX3849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 118,
 LX3849'35 AND U.S. HIGHWAY 202 IN THE NORTHWEST EDGE OF YORKTOWN
 LX3849'HEIGHTS, GO NORTH AND NORTHEAST ON STATE HIGHWAYS 118, 35 AND
 LX3849'U.S. HIGHWAY 202 FOR 1.4 MILES TO WHERE HIGHWAY 35 BEARS
 LX3849'RIGHT.  KEEP LEFT AND GO NORTHEAST ON HIGHWAYS 202 AND 118
 LX3849'FOR 3.0 MILES TO WHERE HIGHWAY 202 TURNS RIGHT.  CONTINUE
 LX3849'STRAIGHT AHEAD, NORTH, ON HIGHWAY 118 FOR 1.3 MILES TO A SIDE
 LX3849'ROAD RIGHT AT SIGN SHENOROCK.  TURN RIGHT AND GO EAST ON
 LX3849'OVERHILL ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LX3849'GO NORTH ON ROSS DRIVE NORTH FOR 0.1 MILE TO END OF
 LX3849'STREET, STANDPIPE AND THE STATION ON THE LEFT.
 LX3849'
 LX3849'THE STATION MARK IS A STANDARD DISK STAMPED AMAWALK 1966, SET
 LX3849'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 LX3849'WITH THE SURFACE OF THE GROUND.  IT IS 46.3 FEET NORTH OF THE
 LX3849'NORTHEAST CORNER OF A HOUSE, 41 FEET WEST OF THE CENTER OF ROSS
 LX3849'DRIVE NORTH, 36.3 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 LX3849'SMALL BLOCK BUILDING, 25 FEET SOUTHEAST OF THE EAST EDGE OF THE
 LX3849'STANDPIPE, 42 FEET SOUTHWEST OF POWER LINE POLE NO. F 9548
 LX3849'AND 6 FEET WEST OF A SAWED OFF POWER LINE POLE WHICH PROJECTS
 LX3849'2 FEET ABOVE THE GROUND.
 LX3849'
 LX3849'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AMAWALK NO 1 1966,
 LX3849'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LX3849'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 LX3849'NORTHEAST OF THE NORTH END OF ROSS DRIVE NORTH, 16 FEET NORTH
 LX3849'OF A TRACK ROAD AND 2 FEET SOUTH OF A STONE FENCE.  THE MARK
 LX3849'IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 LX3849'
 LX3849'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AMAWALK NO 2 1966,
 LX3849'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 LX3849'WITH THE SURFACE OF THE GROUND.  IT IS 63.8 FEET SOUTHEAST OF
 LX3849'THE NORTHEAST CORNER OF THE HOUSE, 60 FEET NORTHEAST OF POWER
 LX3849'LINE POLE NO. 770 F9119 AND 13 FEET EAST OF THE CENTER OF ROSS
 LX3849'DRIVE NORTH.  THE MARK IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 LX3849'THE STATION.
 LX3849'
 LX3849'NOTE--NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND.
 LX3849'
 LX3849'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 LX3849
 LX3849                          STATION RECOVERY (1975)
 LX3849
 LX3849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3849'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX3849'1966.  NEITHER OF THE REFERENCE MARKS WERE FOUND.  THERE ARE
 LX3849'NOW 2 HOUSES ON THE EAST SIDE OF ROSS DRIVE AND THE MARKS
 LX3849'WERE EITHER COVERED OR DESTROYED IN LANDSCAPING.
 LX3849'
 LX3849'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX3849'
 LX3849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3849'5 MILES NE OF YORKTOWN HEIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4264 ***********************************************************************
 LX4264  DESIGNATION -  AMAWALK AZ 1
 LX4264  PID         -  LX4264
 LX4264  STATE/COUNTY-  NY/WESTCHESTER
 LX4264  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX4264
 LX4264                         *CURRENT SURVEY CONTROL
 LX4264  ___________________________________________________________________
 LX4264* NAD 83(1996)-  41 20 12.56757(N)    073 45 05.84537(W)     ADJUSTED  
 LX4264* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 LX4264  ___________________________________________________________________
 LX4264  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 LX4264  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX4264
 LX4264  HORZ ORDER  -  SECOND
 LX4264
 LX4264.The horizontal coordinates were established by classical geodetic methods
 LX4264.and adjusted by the National Geodetic Survey in January 1999..
 LX4264
 LX4264.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4264
 LX4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4264
 LX4264.The geoid height was determined by GEOID03.
 LX4264
 LX4264;                    North         East     Units Scale Factor Converg.
 LX4264;SPC NY E     -   278,220.772   212,637.116   MT  0.99994827   +0 29 39.5
 LX4264;SPC NY E     -   912,795.98    697,626.94   sFT  0.99994827   +0 29 39.5
 LX4264;UTM  18      - 4,576,900.515   604,455.131   MT  0.99973428   +0 49 28.6
 LX4264
 LX4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4264!SPC NY E     -   0.99997708  x   0.99994827  =   0.99992535
 LX4264!UTM  18      -   0.99997708  x   0.99973428  =   0.99971137
 LX4264
 LX4264                          SUPERSEDED SURVEY CONTROL
 LX4264
 LX4264  NAD 83(1996)-  41 20 12.56884(N)    073 45 05.84599(W) AD(       ) 2
 LX4264  NAD 83(1992)-  41 20 12.56841(N)    073 45 05.84578(W) AD(       ) 2
 LX4264  NAD 83(1986)-  41 20 12.56929(N)    073 45 05.84678(W) AD(       ) 2
 LX4264  NAD 27      -  41 20 12.23195(N)    073 45 07.36889(W) AD(       ) 2
 LX4264  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 LX4264
 LX4264.Superseded values are not recommended for survey control.
 LX4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4264.See file dsdata.txt to determine how the superseded data were derived.
 LX4264
 LX4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0445576901(NAD 83)
 LX4264_MARKER: DD = SURVEY DISK
 LX4264_SETTING: 0 = UNSPECIFIED SETTING
 LX4264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4264
 LX4264  HISTORY     - Date     Condition        Report By
 LX4264  HISTORY     - 1965     MONUMENTED       NY-119
 LX4264
 LX4264                          STATION DESCRIPTION
 LX4264
 LX4264'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4264'STATION AMAWALK IS A STANDARD BRONZE DISC SET IN A CONCRETE
 LX4264'MONUMENT ON THE WESTERLY SIDE OF TOMAHAWK ST. IN THE TOWN OF
 LX4264'SOMERS 0.92 MILES SOUTH OF ROUTE U.S. G NEAR THE INTERSECTION OF
 LX4264'OVERHILL RD.
 LX4264'
 LX4264'THIS IS A 4 FOOT PRECAST CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4273 ***********************************************************************
 LX4273  DESIGNATION -  AMAWALK AZ 2
 LX4273  PID         -  LX4273
 LX4273  STATE/COUNTY-  NY/PUTNAM
 LX4273  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX4273
 LX4273                         *CURRENT SURVEY CONTROL
 LX4273  ___________________________________________________________________
 LX4273* NAD 83(1996)-  41 20 57.97422(N)    073 45 17.16716(W)     ADJUSTED  
 LX4273* NAVD 88     -       212.     (meters)     696.     (feet)  VERTCON   
 LX4273  ___________________________________________________________________
 LX4273  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 LX4273  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX4273
 LX4273  HORZ ORDER  -  SECOND
 LX4273
 LX4273.The horizontal coordinates were established by classical geodetic methods
 LX4273.and adjusted by the National Geodetic Survey in January 1999..
 LX4273
 LX4273.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4273
 LX4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4273
 LX4273.The geoid height was determined by GEOID03.
 LX4273
 LX4273;                    North         East     Units Scale Factor Converg.
 LX4273;SPC NY E     -   279,619.183   212,361.856   MT  0.99994785   +0 29 32.5
 LX4273;SPC NY E     -   917,383.94    696,723.86   sFT  0.99994785   +0 29 32.5
 LX4273;UTM  18      - 4,578,297.016   604,171.873   MT  0.99973355   +0 49 21.8
 LX4273
 LX4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4273!SPC NY E     -   0.99997159  x   0.99994785  =   0.99991944
 LX4273!UTM  18      -   0.99997159  x   0.99973355  =   0.99970515
 LX4273
 LX4273                          SUPERSEDED SURVEY CONTROL
 LX4273
 LX4273  NAD 83(1996)-  41 20 57.97550(N)    073 45 17.16770(W) AD(       ) 2
 LX4273  NAD 83(1992)-  41 20 57.97509(N)    073 45 17.16745(W) AD(       ) 2
 LX4273  NAD 83(1986)-  41 20 57.97591(N)    073 45 17.16855(W) AD(       ) 2
 LX4273  NAD 27      -  41 20 57.63696(N)    073 45 18.68690(W) AD(       ) 2
 LX4273  NGVD 29 (07/19/86)  212.     (m)          696.     (f) VERT ANG       
 LX4273
 LX4273.Superseded values are not recommended for survey control.
 LX4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4273.See file dsdata.txt to determine how the superseded data were derived.
 LX4273
 LX4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0417278297(NAD 83)
 LX4273_MARKER: DD = SURVEY DISK
 LX4273_SETTING: 0 = UNSPECIFIED SETTING
 LX4273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4273
 LX4273  HISTORY     - Date     Condition        Report By
 LX4273  HISTORY     - 1965     MONUMENTED       NY-119
 LX4273
 LX4273                          STATION DESCRIPTION
 LX4273
 LX4273'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4273'STATION AMAWALK AZ-2 IS THE CENTER MARK OF A STANDARD BRONZE DISC
 LX4273'SET IN A 4 FT DEEP PRECAST CONCRETE MONUMENT ON THE SOUTHEASTERLY
 LX4273'SIDE OF ROUTE 6 0.35 MILES NORTH OF BALDWIN PLACE RD.
 LX4273'
 LX4273'NOTE--T.A. MARK FOR THIS STATION EQUALS THE CROSS ATOP LOYOLA
 LX4273'SEMINARY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1585 ***********************************************************************
 OD1585  DESIGNATION -  AMB
 OD1585  PID         -  OD1585
 OD1585  STATE/COUNTY-  NY/SARATOGA
 OD1585  USGS QUAD   -  CORINTH (1968)
 OD1585
 OD1585                         *CURRENT SURVEY CONTROL
 OD1585  ___________________________________________________________________
 OD1585* NAD 83(1996)-  43 12 05.47752(N)    073 49 34.71046(W)     ADJUSTED  
 OD1585* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 OD1585  ___________________________________________________________________
 OD1585  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 OD1585  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OD1585
 OD1585  HORZ ORDER  -  SECOND
 OD1585
 OD1585.The horizontal coordinates were established by classical geodetic methods
 OD1585.and adjusted by the National Geodetic Survey in January 1999..
 OD1585
 OD1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1585
 OD1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1585
 OD1585.The geoid height was determined by GEOID03.
 OD1585
 OD1585;                    North         East     Units Scale Factor Converg.
 OD1585;SPC NY E     -   485,278.024   204,748.198   MT  0.99993686   +0 27 40.3
 OD1585;SPC NY E     - 1,592,116.32    671,744.71   sFT  0.99993686   +0 27 40.3
 OD1585;UTM  18      - 4,783,862.439   595,352.856   MT  0.99971185   +0 48 12.7
 OD1585
 OD1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1585!SPC NY E     -   0.99996856  x   0.99993686  =   0.99990542
 OD1585!UTM  18      -   0.99996856  x   0.99971185  =   0.99968042
 OD1585
 OD1585:                Primary Azimuth Mark                     Grid Az
 OD1585:SPC NY E     -  AMB 1                                    033 11 25.3
 OD1585:UTM  18      -  AMB 1                                    032 50 52.9
 OD1585
 OD1585|---------------------------------------------------------------------|
 OD1585| PID    Reference Object                     Distance      Geod. Az  |
 OD1585|                                                           dddmmss.s |
 OD1585| DA2880 AMB 1                                              0333905.6 |
 OD1585| OD1590 AMA 2 SACGS 1973                    368.546 METERS 21932     |
 OD1585|---------------------------------------------------------------------|
 OD1585
 OD1585                          SUPERSEDED SURVEY CONTROL
 OD1585
 OD1585  NAD 83(1996)-  43 12 05.48064(N)    073 49 34.71100(W) AD(       ) 2
 OD1585  NAD 83(1992)-  43 12 05.48128(N)    073 49 34.71082(W) AD(       ) 2
 OD1585  NAD 83(1986)-  43 12 05.48197(N)    073 49 34.71007(W) AD(       ) 2
 OD1585  NAD 27      -  43 12 05.21880(N)    073 49 36.27106(W) AD(       ) 2
 OD1585  NGVD 29 (07/19/86)  230.8    (m)          757.     (f) VERT ANG       
 OD1585
 OD1585.Superseded values are not recommended for survey control.
 OD1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1585.See file dsdata.txt to determine how the superseded data were derived.
 OD1585
 OD1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9535383862(NAD 83)
 OD1585_MARKER: DD = SURVEY DISK
 OD1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1585
 OD1585  HISTORY     - Date     Condition        Report By
 OD1585  HISTORY     - 1973     MONUMENTED       NY-091
 OD1585
 OD1585                          STATION DESCRIPTION
 OD1585
 OD1585'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1585'THE STATION IS LOCATED 3.0 MILES SOUTH OF VILLAGE OF CORINTH, 2.5
 OD1585'MILES NORTHEAST OF SOUTH CORINTH, 5.0 MILES NORTHEAST OF PORTERS
 OD1585'CORNERS IN THE TOWNSHIP OF CORINTH.
 OD1585'
 OD1585'TO REACH THE STATION FROM THE POST OFFICE IN CORINTH, GO EAST
 OD1585'ON STATE HIGHWAY 9N (MAPLE STREET) FOR 0.05 MILE TO THE T-ROAD
 OD1585'INTERSECTION OF STATE HIGHWAY 9N (MAPLE STREET) AND MAIN
 OD1585'STREET.  TURN RIGHT ON MAIN STREET AND GO SOUTHEAST FOR 1.15 MILES
 OD1585'TO THE INTERSECTION OF MAIN STREET, GABRIEL ROAD, AND STARK
 OD1585'ROAD.  TURN RIGHT ON STARK ROAD AND GO SOUTHWEST FOR 0.45 MILE
 OD1585'TO THE Y-ROAD INTERSECTION OF STARK ROAD AND ANGEL ROAD.  TURN
 OD1585'LEFT ON ANGEL ROAD AND GO SOUTHEAST FOR 1.60 MILES TO AZIMUTH
 OD1585'MARK, AMB-1 (SACGS), ON THE LEFT.  CONTINUE SOUTHEAST ON ANGEL
 OD1585'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 OD1585'
 OD1585'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1585'SURVEY STAMPED AMB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1585'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1585'ABOVE THE GROUND.  IT IS LOCATED 118.2 FEET SOUTH OF A 4-INCH
 OD1585'GRAY BIRCH TREE NORTHWEST OF ANGEL ROAD, 29.2 FEET SOUTHWEST OF
 OD1585'A LARGE POINTED BOULDER, 94.8 FEET SOUTHWEST OF A 5-INCH ASPEN
 OD1585'TREE, 67.3 FEET NORTHEAST OF POLE 5, ALL FOUND SOUTHEAST OF
 OD1585'ANGEL ROAD, 7.0 FEET NORTHEAST OF RANGE LINE OFF CENTERLINE OF
 OD1585'A STONE WALL IN A TREE ROW NORTHWEST OF ANGEL ROAD, AND 18.6
 OD1585'FEET SOUTHEAST OF CENTERLINE OF ANGEL ROAD.  THE UNDERGROUND
 OD1585'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OD1585'INCHES BELOW THE GROUND.
 OD1585'
 OD1585'AZIMUTH MARK, AMB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1585'COUNTY GEODETIC SURVEY STAMPED AMB-1.  IT IS SET IN THE TOP OF A
 OD1585'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1585'GROUND.  IT IS LOCATED 17.8 FEET NORTH OF 8-INCH TWIN CHERRY
 OD1585'TREES 51.3 FEET NORTHEAST OF A 6-INCH CHERRY TREE, 81.5 FEET
 OD1585'NORTHEAST OF AN 8-INCH ELM TREE, ALL LOCATED IN A TREE ROW ALONG
 OD1585'THE REMNANTS OF A STONE WALL, EAST OF ANGEL ROAD, 99.4 FEET
 OD1585'NORTHEAST OF GENERAL TELEPHONE POLE 54 NORTHWEST OF ANGEL
 OD1585'ROAD, 11.8 FEET SOUTHWEST OF THE CENTER OF A LARGE FLAT
 OD1585'BOULDER FLUSH WITH THE GROUND FOUND SOUTHEAST OF ANGEL ROAD,
 OD1585'AND 14.2 FEET SOUTHEAST OF CENTERLINE OF ANGEL ROAD.
 OD1585'
 OD1585'HEIGHT OF LIGHT ABOVE STATION MARK 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2754 ***********************************************************************
 KU2754  DESIGNATION -  AMBROSE LIGHT
 KU2754  PID         -  KU2754
 KU2754  STATE/COUNTY-  NY/QUEENS
 KU2754  USGS QUAD   -  
 KU2754
 KU2754                         *CURRENT SURVEY CONTROL
 KU2754  ___________________________________________________________________
 KU2754* NAD 83(1996)-  40 27 35.30184(N)    073 49 49.92023(W)     ADJUSTED  
 KU2754* NAVD 88     -                                                        
 KU2754  ___________________________________________________________________
 KU2754  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KU2754  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KU2754
 KU2754  HORZ ORDER  -  THIRD
 KU2754
 KU2754.The horizontal coordinates were established by classical geodetic methods
 KU2754.and adjusted by the National Geodetic Survey in January 1999..
 KU2754
 KU2754
 KU2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2754
 KU2754.The geoid height was determined by GEOID03.
 KU2754
 KU2754;                    North         East     Units Scale Factor Converg.
 KU2754;SPC NY L     -    32,565.585   314,374.124   MT  1.00001797   +0 06 39.0
 KU2754;SPC NY L     -   106,842.26  1,031,409.11   sFT  1.00001797   +0 06 39.0
 KU2754;UTM  18      - 4,479,449.923   599,153.634   MT  0.99972102   +0 45 32.2
 KU2754
 KU2754                          SUPERSEDED SURVEY CONTROL
 KU2754
 KU2754  NAD 83(1986)-  40 27 35.32132(N)    073 49 49.92290(W) AD(       ) 4
 KU2754
 KU2754.Superseded values are not recommended for survey control.
 KU2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2754.See file dsdata.txt to determine how the superseded data were derived.
 KU2754
 KU2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9915479450(NAD 83)
 KU2754_MARKER: 14 = NAVIGATION LIGHT
 KU2754
 KU2754  HISTORY     - Date     Condition        Report By
 KU2754  HISTORY     - UNK      FIRST OBSERVED
 KU2754  HISTORY     - 1986     GOOD             NOS
 KU2754  HISTORY     - 1988     GOOD             NOSAMC
 KU2754
 KU2754                          STATION DESCRIPTION
 KU2754
 KU2754'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2754'THE STATION WAS RECOVERED AT THIS DATE.
 KU2754'THE STATIONS GEODETIC POSITION WAS VERIFIED FROM SEVERAL GROUND
 KU2754'STATIONS AROUND SANDY HOOK.
 KU2754'
 KU2754'RECOVERED BY R DECROIX.
 KU2754
 KU2754                          STATION RECOVERY (1988)
 KU2754
 KU2754'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2754'THE STATION WAS RECOVERED IN APPARANT GOOD CONDITION. THE STATION IS
 KU2754'THE WHITE FLASHING LIGHT AND IS LIGHT NUMBER 730 IN THE 1988 EDITION
 KU2754'OF VOLUME 1 OF THE U.S. COAST GUARD LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3524 ***********************************************************************
 KU3524  DESIGNATION -  AMERICAN 1932
 KU3524  PID         -  KU3524
 KU3524  STATE/COUNTY-  NY/KINGS
 KU3524  USGS QUAD   -  BROOKLYN (1979)
 KU3524
 KU3524                         *CURRENT SURVEY CONTROL
 KU3524  ___________________________________________________________________
 KU3524* NAD 83(1996)-  40 43 43.10095(N)    073 57 31.59766(W)     ADJUSTED  
 KU3524* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3524  ___________________________________________________________________
 KU3524  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 KU3524  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU3524
 KU3524  HORZ ORDER  -  SECOND
 KU3524
 KU3524.The horizontal coordinates were established by classical geodetic methods
 KU3524.and adjusted by the National Geodetic Survey in January 1999..
 KU3524
 KU3524.The orthometric height was scaled from a topographic map.
 KU3524
 KU3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3524
 KU3524.The geoid height was determined by GEOID03.
 KU3524
 KU3524;                    North         East     Units Scale Factor Converg.
 KU3524;SPC NY L     -    62,405.530   303,482.469   MT  0.99999714   +0 01 37.1
 KU3524;SPC NY L     -   204,742.14    995,675.40   sFT  0.99999714   +0 01 37.1
 KU3524;SPC NY E     -   210,556.497   195,717.660   MT  0.99992572   +0 21 11.3
 KU3524;SPC NY E     -   690,800.77    642,117.02   sFT  0.99992572   +0 21 11.3
 KU3524;SPC NJ       -   210,556.497   195,717.660   MT  0.99992572   +0 21 11.3
 KU3524;SPC NJ       -   690,800.77    642,117.02   sFT  0.99992572   +0 21 11.3
 KU3524;UTM  18      - 4,509,155.467   587,927.325   MT  0.99969516   +0 40 45.9
 KU3524
 KU3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3524!SPC NY L     -   1.00000440  x   0.99999714  =   1.00000154
 KU3524!SPC NY E     -   1.00000440  x   0.99992572  =   0.99993012
 KU3524!SPC NJ       -   1.00000440  x   0.99992572  =   0.99993012
 KU3524!UTM  18      -   1.00000440  x   0.99969516  =   0.99969956
 KU3524
 KU3524:                Primary Azimuth Mark                     Grid Az
 KU3524:SPC NY L     -  LONG IS CITY ST JOHN HOSP DOME           031 56 14.3
 KU3524:SPC NY E     -  LONG IS CITY ST JOHN HOSP DOME           031 36 40.1
 KU3524:SPC NJ       -  LONG IS CITY ST JOHN HOSP DOME           031 36 40.1
 KU3524:UTM  18      -  LONG IS CITY ST JOHN HOSP DOME           031 17 05.5
 KU3524
 KU3524|---------------------------------------------------------------------|
 KU3524| PID    Reference Object                     Distance      Geod. Az  |
 KU3524|                                                           dddmmss.s |
 KU3524| KU3599 LONG IS CITY ST JOHN HOSP DOME      APPROX. 2.4 KM 0315751.4 |
 KU3524| KU3575 LONG IS CTY BK MANHATTAN TRUST      APPROX. 3.0 KM 0383920.0 |
 KU3524| KU3979 LONG IS CTY L S CDY MFG CO FP       APPROX. 3.3 KM 0403726.5 |
 KU3524| KU3568 BROOKLYN ST MARYS EVAN LUTH CH      APPROX. 4.0 KM 1481812.9 |
 KU3524| KU3607 BROOKLYN CH HOLY TRIN E SPIRE       APPROX. 2.7 KM 1523632.1 |
 KU3524| KU3611 BROOKLYN CH HOLY TRIN W SPIRE       APPROX. 2.7 KM 1525833.7 |
 KU3524| KU3549 BROOKLYN WILLIAMSBURG SAV BANK      APPROX. 2.1 KM 1883040.9 |
 KU3524| KU3548 MANHATTAN NY STEAM CO STACK         APPROX. 2.1 KM 3271435.1 |
 KU3524| KU4031 MANHATTAN RITZ TWR BLDG SPIRE       APPROX. 3.8 KM 3451931.0 |
 KU3524| KU3555 LONG IS CITY J F SUGAR S CHIM       APPROX. 1.1 KM 3520618.5 |
 KU3524| KU3557 LONG IS CITY J F SUGAR MID CHY      APPROX. 1.2 KM 3522955.2 |
 KU3524| KU3558 LONG IS CITY J F SUGAR N CHIM       APPROX. 1.2 KM 3525315.0 |
 KU3524|---------------------------------------------------------------------|
 KU3524
 KU3524                          SUPERSEDED SURVEY CONTROL
 KU3524
 KU3524  NAD 83(1996)-  40 43 43.10075(N)    073 57 31.59812(W) AD(       ) 2
 KU3524  NAD 83(1992)-  40 43 43.09993(N)    073 57 31.59870(W) AD(       ) 2
 KU3524  NAD 83(1986)-  40 43 43.10263(N)    073 57 31.59760(W) AD(       ) 2
 KU3524  NAD 27      -  40 43 42.73600(N)    073 57 33.10100(W) AD(       ) 2
 KU3524
 KU3524.Superseded values are not recommended for survey control.
 KU3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3524.See file dsdata.txt to determine how the superseded data were derived.
 KU3524
 KU3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8792709155(NAD 83)
 KU3524_MARKER: DS = TRIANGULATION STATION DISK
 KU3524_SETTING: 0 = UNSPECIFIED SETTING
 KU3524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3524
 KU3524  HISTORY     - Date     Condition        Report By
 KU3524  HISTORY     - 1932     MONUMENTED       CGS
 KU3524  HISTORY     - 1933     GOOD             CGS
 KU3524  HISTORY     - 1952     GOOD             CGS
 KU3524
 KU3524                          STATION DESCRIPTION
 KU3524
 KU3524'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3524'THIS STATION IS ON THE E SIDE OF THE EAST RIVER, IN GREENPOINT ON
 KU3524'THE NE CORNER OF NOBLE AND WEST STREETS ATOP THE MAIN BUILDING OF
 KU3524'THE AMERICAN MANUFACTURING COMPANY (A 9-STORY, WHITE CONCRETE
 KU3524'STRUCTURE.) THE STATION IS LOCATED JUST N OF A LARGE WOODEN ROOF
 KU3524'TANK AND W OF A PENTHOUSE, ON THE N SIDE OF THE ROOF.
 KU3524'
 KU3524'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3524'STAMPED AMERICAN-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KU3524'MONUMENT SECURED TO THE CONCRETE ROOF WITH LAG SCREWS.  NO
 KU3524'REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MEASUREMENTS WERE
 KU3524'TAKEN AS FOLLOWS--
 KU3524'
 KU3524'NORMAL TO OUTSIDE EDGE OF COPING TO W 1.088 METERS
 KU3524'
 KU3524'NORMAL TO OUTSIDE EDGE OF COPING TO N 1.968 METERS
 KU3524'
 KU3524'TO NW CORNER OF SKYLIGHT TO E 2.509 METERS
 KU3524'
 KU3524'TO SW CORNER OF SKYLIGHT TO E 2.927 METERS
 KU3524'
 KU3524'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KU3524'ON THE TAR PAPER COVERED CONCRETE ROOF.
 KU3524'
 KU3524'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KU3524
 KU3524                          STATION RECOVERY (1933)
 KU3524
 KU3524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3524'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KU3524'FOLLOWING EXCEPTIONS AND ADDITION.
 KU3524'
 KU3524'ALL BUT ONE REFERENCE MEASUREMENT WERE INCORRECTLY LISTED.  THE
 KU3524'CORRECT DISTANCES ARE AS FOLLOWS--
 KU3524'
 KU3524'NORMAL TO INSIDE EDGE OF COPING TO W 1.099 METERS
 KU3524'
 KU3524'NORMAL TO INSIDE EDGE OF COPING TO N 1.959 METERS
 KU3524'
 KU3524'TO NW CORNER OF SKYLIGHT BASE TO E 2.532 METERS
 KU3524'
 KU3524'TO SW CORNER OF SKYLIGHT BASE TO E 2.927 METERS
 KU3524'
 KU3524'AN ADDITIONAL REFERENCE MEASUREMENT WAS TAKEN AS FOLLOWS--
 KU3524'
 KU3524'NORMAL TO NEAR EDGE OF HORIZONTAL TANK SUPPORT 2.987 METERS.
 KU3524
 KU3524                          STATION RECOVERY (1952)
 KU3524
 KU3524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3524'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION CORRECT
 KU3524'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0149 ***********************************************************************
 OG0149  DESIGNATION -  AMERICAN USLS
 OG0149  PID         -  OG0149
 OG0149  STATE/COUNTY-  NY/ERIE
 OG0149  USGS QUAD   -  
 OG0149
 OG0149                         *CURRENT SURVEY CONTROL
 OG0149  ___________________________________________________________________
 OG0149* NAD 83(1986)-  43 00 26.     (N)    078 54 59.     (W)     SCALED    
 OG0149* NAVD 88     -       174.558  (meters)     572.70   (feet)  ADJUSTED  
 OG0149  ___________________________________________________________________
 OG0149  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OG0149  DYNAMIC HT  -         174.513 (meters)     572.55  (feet)  COMP
 OG0149  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 OG0149
 OG0149  VERT ORDER  -  FIRST     CLASS 0
 OG0149
 OG0149.The horizontal coordinates were scaled from a topographic map and have
 OG0149.an estimated accuracy of +/- 6 seconds.
 OG0149
 OG0149.The orthometric height was determined by differential leveling
 OG0149.and adjusted by the National Geodetic Survey in June 1991..
 OG0149
 OG0149.The geoid height was determined by GEOID03.
 OG0149
 OG0149.The dynamic height is computed by dividing the NAVD 88
 OG0149.geopotential number by the normal gravity value computed on the
 OG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0149.degrees latitude (g = 980.6199 gals.).
 OG0149
 OG0149.The modeled gravity was interpolated from observed gravity values.
 OG0149
 OG0149;                    North         East    Units  Estimated Accuracy
 OG0149;SPC NY W     -   334,030.      322,850.      MT  (+/- 180 meters Scaled)
 OG0149
 OG0149                          SUPERSEDED SURVEY CONTROL
 OG0149
 OG0149  NGVD 29 (??/??/92)  174.73   (m)          573.3    (f) COMPUTED    1 0
 OG0149
 OG0149.Superseded values are not recommended for survey control.
 OG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0149.See file dsdata.txt to determine how the superseded data were derived.
 OG0149
 OG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH698637(NAD 83)
 OG0149_MARKER: DD = SURVEY DISK
 OG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0149+STABILITY: SURFACE MOTION
 OG0149
 OG0149  HISTORY     - Date     Condition        Report By
 OG0149  HISTORY     - UNK      MONUMENTED       USLS
 OG0149  HISTORY     - 1970     GOOD             USLS
 OG0149  HISTORY     - 1977     MARK NOT FOUND   NGS
 OG0149  HISTORY     - 20020829 MARK NOT FOUND   USPSQD
 OG0149
 OG0149                          STATION DESCRIPTION
 OG0149
 OG0149'DESCRIBED BY US LAKE SURVEY 1970
 OG0149'2.2 MI SW FROM TONAWANDA.
 OG0149'A HORIZONTAL CONTROL MARK ESTABLISHED BY THE U. S. LAKE SURVEY, IS IN
 OG0149'ERIE COUNTY, NEW YORK, 2.2 MILES SOUTHWEST OF MAIN STREET BRIDGE OVER
 OG0149'THE NEW YORK STATE BARGE CANAL IN TONAWANDA, 252.8 FEET EAST OF EAST
 OG0149'FACE OF AMERICAN OIL CO. FUEL DOCK, 44.5 FEET WEST OF A TRIANGULAR
 OG0149'BLAZE IN A 10-INCH BLACK WALNUT, 35.6 FEET NORTHWEST OF A 12-INCH
 OG0149'IRONWOOD, 30 FEET SOUTHEAST OF WATERS EDGE, 1/4-FOOT ABOVE THE GROUND
 OG0149'SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 OG0149'INTO A 6-INCH DIAMETER CONCRETE POST.
 OG0149
 OG0149                          STATION RECOVERY (1977)
 OG0149
 OG0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0149'SEARCHED FOR BUT NOT RECOVERED.
 OG0149
 OG0149                          STATION RECOVERY (2002)
 OG0149
 OG0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (JL)
 OG0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0840 ***********************************************************************
 NA0840  DESIGNATION -  AMES
 NA0840  PID         -  NA0840
 NA0840  STATE/COUNTY-  NY/MONTGOMERY
 NA0840  USGS QUAD   -  SHARON SPRINGS (1943)
 NA0840
 NA0840                         *CURRENT SURVEY CONTROL
 NA0840  ___________________________________________________________________
 NA0840* NAD 83(1996)-  42 49 18.16511(N)    074 32 50.34072(W)     ADJUSTED  
 NA0840* NAVD 88     -       394.952  (meters)    1295.77   (feet)  ADJUSTED  
 NA0840  ___________________________________________________________________
 NA0840  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 NA0840  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 NA0840  DYNAMIC HT  -         394.835 (meters)    1295.39  (feet)  COMP
 NA0840  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 NA0840
 NA0840  HORZ ORDER  -  SECOND
 NA0840  VERT ORDER  -  SECOND    CLASS 0
 NA0840
 NA0840.The horizontal coordinates were established by classical geodetic methods
 NA0840.and adjusted by the National Geodetic Survey in January 1999..
 NA0840
 NA0840.The orthometric height was determined by differential leveling
 NA0840.and adjusted by the National Geodetic Survey in June 1991..
 NA0840
 NA0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA0840
 NA0840.The geoid height was determined by GEOID03.
 NA0840
 NA0840.The dynamic height is computed by dividing the NAVD 88
 NA0840.geopotential number by the normal gravity value computed on the
 NA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0840.degrees latitude (g = 980.6199 gals.).
 NA0840
 NA0840.The modeled gravity was interpolated from observed gravity values.
 NA0840
 NA0840;                    North         East     Units Scale Factor Converg.
 NA0840;SPC NY E     -   442,868.876   146,130.987   MT  0.99990018   -0 01 55.8
 NA0840;SPC NY E     - 1,452,978.97    479,431.41   sFT  0.99990018   -0 01 55.8
 NA0840;UTM  18      - 4,741,115.948   537,003.987   MT  0.99961685   +0 18 27.7
 NA0840
 NA0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA0840!SPC NY E     -   0.99994292  x   0.99990018  =   0.99984311
 NA0840!UTM  18      -   0.99994292  x   0.99961685  =   0.99955980
 NA0840
 NA0840|---------------------------------------------------------------------|
 NA0840| PID    Reference Object                     Distance      Geod. Az  |
 NA0840|                                                           dddmmss.s |
 NA0840| NA1799 AMES RM 1                            28.640 METERS 16103     |
 NA0840| CZ7406 AMES AZ MK                                         2243130.0 |
 NA0840| NA2088 SHARON SPRINGS BLACK MUN TANK       APPROX. 7.7 KM 2424028.4 |
 NA0840| NA1800 AMES RM 2                            29.428 METERS 29209     |
 NA0840|---------------------------------------------------------------------|
 NA0840
 NA0840                          SUPERSEDED SURVEY CONTROL
 NA0840
 NA0840  NAD 83(1986)-  42 49 18.16881(N)    074 32 50.34140(W) AD(       ) 2
 NA0840  NAD 27      -  42 49 17.90192(N)    074 32 51.84123(W) AD(       ) 2
 NA0840  NGVD 29 (??/??/92)  395.098  (m)         1296.25   (f) ADJ UNCH    2 0
 NA0840
 NA0840.Superseded values are not recommended for survey control.
 NA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0840.See file dsdata.txt to determine how the superseded data were derived.
 NA0840
 NA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN3700441116(NAD 83)
 NA0840_MARKER: DB = BENCH MARK DISK
 NA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0840_STAMPING: AMES 1942
 NA0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0840+STABILITY: SURFACE MOTION
 NA0840
 NA0840  HISTORY     - Date     Condition        Report By
 NA0840  HISTORY     - 1942     MONUMENTED       CGS
 NA0840  HISTORY     - 1942     GOOD             CGS
 NA0840  HISTORY     - 1974     GOOD             NGS
 NA0840
 NA0840                          STATION DESCRIPTION
 NA0840
 NA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA0840'STATION IS LOCATED 5.75 MILES S AND 1.0 MILE E OF CANAJOHARIE,
 NA0840'AND ABOUT 3.0 MILES E OF AMES, 40.2 FEET SE OF THE SE CORNER OF
 NA0840'THE BARN, 22.0 FEET W OF A TRACK ROAD AND 3.0 FEET S OF A STANDARD
 NA0840'REFERENCE POST AND ON PROPERTY OWNED BY ERIC SMITH.  THE DISK IS
 NA0840'STAMPED AMES 1942.
 NA0840'
 NA0840'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA0840'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 NA0840'
 NA0840'REFERENCE MARK NO.1 IS 93.96 FEET SE OF THE STATION AND 15.0
 NA0840'FEET E OF A TRACK ROAD.  THE DISK IS STAMPED AMES NO.1 1942.
 NA0840'
 NA0840'REFERENCE MARK NO.2 IS 96.55 FEET W OF STATION AND 5.0 FEET SW
 NA0840'OF THE SW CORNER OF THE BARN.  THE DISK IS STAMPED AMES NO.2 1942.
 NA0840'
 NA0840'AZIMUTH MARK IS 1.0 MILE SW OF THE STATION, 4.0 FEET N OF A
 NA0840'TELEPHONE POST, 23.8 FEET W OF THE CENTER LINE OF THE ROAD, 6.0
 NA0840'FEET W OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED AMES
 NA0840'1942.
 NA0840'
 NA0840'TO REACH FROM AMES POST OFFICE AND HIGHWAY 10 GO SOUTHEASTERLY
 NA0840'ON HARD SURFACE ROAD 2.3 MILES TO A T-ROAD RIGHT,* CONTINUE
 NA0840'STRAIGHT AHEAD 0.8 MILE TO A FARM ROAD LEFT, TURN LEFT AND GO
 NA0840'0.1 MILE TO BARN ON RIGHT AND STATION.
 NA0840'
 NA0840'*TO REACH AZIMUTH MARK FROM THIS POINT GO SE 0.8 MILE TO AZIMUTH
 NA0840'MARK ON THE RIGHT.
 NA0840'
 NA0840'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA0840
 NA0840                          STATION RECOVERY (1942)
 NA0840
 NA0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 NA0840'3.0 MI SE FROM AMES.
 NA0840'TRIANGULATION STATION AMES 1942 IS ABOUT 3.0 MILES SOUTHEAST ALONG A
 NA0840'SURFACED COUNTY ROAD FROM THE POST OFFICE AT AMES, ABOUT 375 FEET
 NA0840'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTHEAST OF THE
 NA0840'SOUTHEAST CORNER OF A BARN, 20 FEET WEST OF A TRACK ROAD, REFERENCE
 NA0840'MARK NO. 1 IS 94 FEET SOUTHEAST OF THE STATION, 15 FEET EAST OF THE
 NA0840'CENTER LINE OF THE TRACK ROAD, REFERENCE NO. 2 IS 96 FEET WEST OF THE
 NA0840'STATION, 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.
 NA0840
 NA0840                          STATION RECOVERY (1974)
 NA0840
 NA0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA0840'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA0840'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 NA0840'OBSTRUCTED BY BUILDINGS AND TREES FROM WEST TO NORTH AND NORTHEAST,
 NA0840'BUT OTHER AREAS ARE OPEN.  AZIMUTH MARK IS VISIBLE FROM STATION.
 NA0840'
 NA0840'STATION IS LOCATED AT SOUTH SIDE OF FARM BUILDINGS, ABOUT 400
 NA0840'FEET NORTH-NORTHEAST OF LATIMER HILL ROAD, ON HIGHEST POINT IN
 NA0840'THE SURROUNDING AREA, AT 1296 FEET ELEVATION.  STATION MARK IS
 NA0840'A STANDARD DISK STAMPED AMES 1942, SET IN THE TOP OF A SQUARE
 NA0840'CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 40 FEET SOUTHEAST OF
 NA0840'SOUTHEAST CORNER OF THE BARN, 11 FEET WEST OF A 12-INCH TWIN
 NA0840'ELM, AND 41 FEET NORTHWEST OF A TELEPHONE POLE, ALONG WEST SIDE
 NA0840'OF EDWARDSON ROAD.
 NA0840'
 NA0840'RM NO. 1 IS A STANDARD DISK STAMPED AMES NO 1 1942, SET IN THE
 NA0840'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES FROM
 NA0840'GROUND.  IT IS 20 FEET EAST OF CENTER LINE OF EDWARDSON ROAD, 8
 NA0840'FEET WEST OF A FENCE LINE, AND 54 FEET EAST-SOUTHEAST OF THE
 NA0840'TELEPHONE POLE.
 NA0840'
 NA0840'RM NO. 2 IS A STANDARD DISK STAMPED AMES NO 2 1942, SET IN THE
 NA0840'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 12 INCHES FROM
 NA0840'GROUND.  IT IS 5 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE BARN
 NA0840'AND 8 FEET SOUTH OF A 12-INCH ELM.  THE GROUND IS SOMEWHAT
 NA0840'ERODED AROUND THE MARK.
 NA0840'
 NA0840'AZIMUTH MARK IS A STANDARD DISK STAMPED AMES 1942, SET IN THE
 NA0840'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NA0840'GROUND.  IT IS ON THE CREST OF A SMALL RISE, AND ON TOP OF A
 NA0840'4-FOOT CUTBANK, 17 FEET WEST-SOUTHWEST OF CENTER LINE OF THE
 NA0840'GRAVEL ROAD, 10 FEET EAST-NORTHEAST OF A FENCE, 3 FEET NORTHWEST
 NA0840'OF POWER POLE NO. 78, AND 1.7 FEET SOUTHEAST OF A METAL WITNESS
 NA0840'POST.  TO REACH FROM THE STATION, GO SOUTH 400 FEET.  TURN
 NA0840'RIGHT AND GO WESTERLY ON LATIMER HILL RD. FOR 0.6 MILE.  TURN
 NA0840'BACK SHARP LEFT AND GO SOUTHEAST ON JOHNSON ST. FOR 0.8
 NA0840'MILE TO TOP OF RISE AND AZIMUTH MARK ON RIGHT.
 NA0840'
 NA0840'TO REACH STATION FROM CROSSROAD JUNCTION OF NY RTE. 10 AND
 NA0840'LATIMER HILL RD. IN AMES, GO EASTERLY ON LATIMER HILL RD. FOR
 NA0840'3.0 MILES.  TURN LEFT ON EDWARDSON RD. AND GO NORTH 400 FEET
 NA0840'TO STATION ON LEFT.
 NA0840'
 NA0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA0840'3 MILES ESE OF AMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1876 ***********************************************************************
 PH1876  DESIGNATION -  AMES USLS
 PH1876  PID         -  PH1876
 PH1876  STATE/COUNTY-  NY/ST LAWRENCE
 PH1876  USGS QUAD   -  WADDINGTON (1964)
 PH1876
 PH1876                         *CURRENT SURVEY CONTROL
 PH1876  ___________________________________________________________________
 PH1876* NAD 83(1996)-  44 51 10.44883(N)    075 14 23.84910(W)     ADJUSTED  
 PH1876* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 PH1876  ___________________________________________________________________
 PH1876  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 PH1876  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 PH1876
 PH1876  HORZ ORDER  -  THIRD
 PH1876
 PH1876.The horizontal coordinates were established by classical geodetic methods
 PH1876.and adjusted by the National Geodetic Survey in January 1999..
 PH1876
 PH1876.The orthometric height was scaled from a topographic map.
 PH1876
 PH1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1876
 PH1876.The geoid height was determined by GEOID03.
 PH1876
 PH1876;                    North         East     Units Scale Factor Converg.
 PH1876;SPC NY E     -   668,795.221    91,513.395   MT  0.99994205   -0 31 18.8
 PH1876;SPC NY E     - 2,194,205.65    300,240.20   sFT  0.99994205   -0 31 18.8
 PH1876;UTM  18      - 4,966,637.942   481,039.304   MT  0.99960442   -0 10 09.3
 PH1876
 PH1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1876!SPC NY E     -   0.99999196  x   0.99994205  =   0.99993401
 PH1876!UTM  18      -   0.99999196  x   0.99960442  =   0.99959638
 PH1876
 PH1876|---------------------------------------------------------------------|
 PH1876| PID    Reference Object                     Distance      Geod. Az  |
 PH1876|                                                           dddmmss.s |
 PH1876| PH1880 BASE A IBC                          108.210 METERS 07320     |
 PH1876| PH1877 LEISH IBC                           APPROX. 0.5 KM 3173622.2 |
 PH1876|---------------------------------------------------------------------|
 PH1876
 PH1876                          SUPERSEDED SURVEY CONTROL
 PH1876
 PH1876  NAD 83(1986)-  44 51 10.45614(N)    075 14 23.85021(W) AD(       ) 3
 PH1876  NAD 27      -  44 51 10.26300(N)    075 14 25.12600(W) AD(       ) 3
 PH1876
 PH1876.Superseded values are not recommended for survey control.
 PH1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1876.See file dsdata.txt to determine how the superseded data were derived.
 PH1876
 PH1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8103966638(NAD 83)
 PH1876_MARKER: H = DRILL HOLE
 PH1876_SETTING: 0 = UNSPECIFIED SETTING
 PH1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1876
 PH1876  HISTORY     - Date     Condition        Report By
 PH1876  HISTORY     - 1872     MONUMENTED       USLS
 PH1876  HISTORY     - 1960     GOOD             IBC
 PH1876
 PH1876                          STATION DESCRIPTION
 PH1876
 PH1876'DESCRIBED BY US LAKE SURVEY 1872
 PH1876'ABOUT 2 MILES ABOVE WADDINGTON, NEW YORK, AND 1/4 MILES SOUTH OF THE
 PH1876'RIVER.  IT IS IN A ROCK - STREWN FIELD, ABOUT 830 FEET
 PH1876'WEST - SOUTHWESTERLY OF A ROAD INTERSECTION, ABOUT 180 FEET SOUTH OF
 PH1876'THE RIVER ROAD, AND 9 FEET EAST OF A RAIL FENCE ON THE EASTERN EDGE OF
 PH1876'AN ORCHARD.  IN 1960 A COTTAGE AND 2 SMALL OUTHOUSES HAD BEEN BUILT
 PH1876'BETWEEN THE STATION AND THE RIVER.  THE STATION IS 38.6 FEET
 PH1876'SOUTHWESTERLY OF A CROSS CUT IN A 3 BY 4 BY 1-1/2 FOOT - HIGH BOULDER
 PH1876'ON THE WESTERN SIDE OF THE FENCE, AND ABOUT 18 FEET NORTHERLY OF AN
 PH1876'18 - INCH ELM TREE.  THE ELEVATION ABOVE THE RIVER IS ABOUT 40 FEET.
 PH1876'
 PH1876'STATION MARK--A DRILL HOLE IN A STONE BELOW GROUND.  THE SURFACE
 PH1876'MARK IS A 1 - INCH TRIANGULAR DRILL HOLE IN A STONE BLOCK, 5 INCHES
 PH1876'SQUARE AND ABOUT 1/2 FOOT BELOW GROUND.
 PH1876
 PH1876                          STATION RECOVERY (1960)
 PH1876
 PH1876'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 PH1876'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1437 ***********************************************************************
 NC1437  DESIGNATION -  AMH ABG 1
 NC1437  PID         -  NC1437
 NC1437  STATE/COUNTY-  NY/ERIE
 NC1437  USGS QUAD   -  BUFFALO NE (1965)
 NC1437
 NC1437                         *CURRENT SURVEY CONTROL
 NC1437  ___________________________________________________________________
 NC1437* NAD 83(1996)-  42 58 51.15335(N)    078 49 18.66019(W)     ADJUSTED  
 NC1437* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 NC1437  ___________________________________________________________________
 NC1437  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NC1437  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 NC1437
 NC1437  HORZ ORDER  -  SECOND
 NC1437
 NC1437.The horizontal coordinates were established by classical geodetic methods
 NC1437.and adjusted by the National Geodetic Survey in January 1999..
 NC1437
 NC1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1437
 NC1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1437
 NC1437.The geoid height was determined by GEOID03.
 NC1437
 NC1437;                    North         East     Units Scale Factor Converg.
 NC1437;SPC NY W     -   331,073.226   330,546.297   MT  0.99994215   -0 09 45.4
 NC1437;SPC NY W     - 1,086,196.08  1,084,467.31   sFT  0.99994215   -0 09 45.4
 NC1437;UTM  17      - 4,760,993.098   677,595.548   MT  0.99998802   +1 29 07.3
 NC1437
 NC1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1437!SPC NY W     -   0.99997701  x   0.99994215  =   0.99991916
 NC1437!UTM  17      -   0.99997701  x   0.99998802  =   0.99996503
 NC1437
 NC1437:                Primary Azimuth Mark                     Grid Az
 NC1437:SPC NY W     -  BUFFALO STATE UNIV OF NY DOME            178 37 51.7
 NC1437:UTM  17      -  BUFFALO STATE UNIV OF NY DOME            176 58 59.0
 NC1437
 NC1437|---------------------------------------------------------------------|
 NC1437| PID    Reference Object                     Distance      Geod. Az  |
 NC1437|                                                           dddmmss.s |
 NC1437| NC1445 BUFFALO STATE UNIV OF NY DOME       APPROX. 3.1 KM 1782806.3 |
 NC1437| CZ9643 AMH ABG 1 AZ MK A                                  2720226.8 |
 NC1437|---------------------------------------------------------------------|
 NC1437
 NC1437                          SUPERSEDED SURVEY CONTROL
 NC1437
 NC1437  NAD 83(1986)-  42 58 51.15947(N)    078 49 18.65768(W) AD(       ) 2
 NC1437  NAD 27      -  42 58 50.95244(N)    078 49 19.53275(W) AD(       ) 2
 NC1437  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 NC1437
 NC1437.Superseded values are not recommended for survey control.
 NC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1437.See file dsdata.txt to determine how the superseded data were derived.
 NC1437
 NC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7759660993(NAD 83)
 NC1437_MARKER: DD = SURVEY DISK
 NC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1437
 NC1437  HISTORY     - Date     Condition        Report By
 NC1437  HISTORY     - 1972     MONUMENTED       NY-029
 NC1437  HISTORY     - 1989     GOOD             USPSQD
 NC1437
 NC1437                          STATION DESCRIPTION
 NC1437
 NC1437'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1437'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2.7 MILES NORTHEAST
 NC1437'OF THE VILLAGE OF KENMORE.  IT IS ALSO 1.5 MILES WEST OF THE
 NC1437'MILLERSPORT HWY. (NY RTE. 263) INTERCHANGE OF THE YOUNGMANN
 NC1437'EXPRESSWAY (INTERSTATE 290).
 NC1437'
 NC1437'TO REACH FROM THE INTERSECTION OF SHERIDAN DRIVE (NY RTE. 324)
 NC1437'AND NIAGARA FALLS BLVD. (U.S. RTE. 62) IN AMHERST, GO EAST ON
 NC1437'SHERIDAN DRIVE FOR 0.05 MILES TO STATION ON LEFT JUST PAST THE
 NC1437'FIRESTONE TIRE BUILDING.
 NC1437'
 NC1437'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1437'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1437'AMH-ABG-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1437'THE SAME.
 NC1437'
 NC1437'AZIMUTH TO SOUTH WAS THE CENTERLINE OF THE BALL ON THE DOME OF
 NC1437'THE CLOCK TOWER ON TOP OF THE HAYES HALL BUILDING OF THE STATE
 NC1437'UNIVERSITY OF NEW YORK AT MAIN STREET AND BAILEY AVE. IN BUFFALO,
 NC1437'N.Y.
 NC1437'
 NC1437'DISTANCE AND DIRECTION FROM STATION
 NC1437'
 NC1437'RP-1 CENTERLINE OF CONCRETE MEDIAN IN CENTER OF SHERIDAN
 NC1437'DRIVE 60.1 FEET S
 NC1437'
 NC1437'RP 2 CENTER OF SOUTHEAST BOLT AT BASE OF EAST LEG OF OVERHEAD
 NC1437'STREET SIGN 100.86 FEET W
 NC1437'
 NC1437'RP-3 SOUTHEAST CORNER OF SOUTH WING OF FIRESTONE TIRE
 NC1437'BLDG. NO. 995 115.34 FEET W
 NC1437'
 NC1437'RP-4 SOUTHEAST CORNER OF EAST WING OF FIRESTONE TIRE
 NC1437'BLDG. NO. 995 177.64 FEET NW
 NC1437'
 NC1437'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 218.25 FEET E
 NC1437'
 NC1437'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1437'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1437'AMH-ABG-1 AZ. A 1972.
 NC1437'
 NC1437'TO REACH FROM AMH-ABG-1, GO WEST ON SHERIDAN BLVD. (NY RTE 324)
 NC1437'FOR 0.18 MILES TO EGGERT ROAD AND STATION ON RIGHT AT THE
 NC1437'NORTHWEST CORNER OF THE INTERSECTION IN A GRASS PLOT.
 NC1437'
 NC1437'DISTANCE AND DIRECTION FROM STATION
 NC1437'
 NC1437'RP-1 SOUTH CORNER OF CONCRETE BASE OF GULF SIGN 18.47 FEET NW
 NC1437'
 NC1437'RP-2 NORTHEAST CORNER OF GULF STATION 188.9 FEET NW
 NC1437'
 NC1437'RP-3 CENTER OF TOP NUT ON FIRE HYDRANT 80.42 FEET NE
 NC1437'
 NC1437'RP-4 CENTERLINE OF MEDIAN ON SHERIDAN DRIVE 81.7 FEET S
 NC1437
 NC1437                          STATION RECOVERY (1989)
 NC1437
 NC1437'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1192 ***********************************************************************
 NC1192  DESIGNATION -  AMH BOW 1
 NC1192  PID         -  NC1192
 NC1192  STATE/COUNTY-  NY/ERIE
 NC1192  USGS QUAD   -  ORCHARD PARK (1965)
 NC1192
 NC1192                         *CURRENT SURVEY CONTROL
 NC1192  ___________________________________________________________________
 NC1192* NAD 83(1996)-  42 59 32.79496(N)    078 43 08.79529(W)     ADJUSTED  
 NC1192* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 NC1192  ___________________________________________________________________
 NC1192  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 NC1192  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 NC1192
 NC1192  HORZ ORDER  -  SECOND
 NC1192
 NC1192.The horizontal coordinates were established by classical geodetic methods
 NC1192.and adjusted by the National Geodetic Survey in January 1999..
 NC1192
 NC1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1192
 NC1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1192
 NC1192.The geoid height was determined by GEOID03.
 NC1192
 NC1192;                    North         East     Units Scale Factor Converg.
 NC1192;SPC NY W     -   332,339.505   338,927.990   MT  0.99993901   -0 05 33.3
 NC1192;SPC NY W     - 1,090,350.53  1,111,966.25   sFT  0.99993901   -0 05 33.3
 NC1192;UTM  17      - 4,762,500.026   685,937.904   MT  1.00002533   +1 33 20.8
 NC1192
 NC1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1192!SPC NY W     -   0.99997653  x   0.99993901  =   0.99991554
 NC1192!UTM  17      -   0.99997653  x   1.00002533  =   1.00000186
 NC1192
 NC1192:                Primary Azimuth Mark                     Grid Az
 NC1192:SPC NY W     -  AMH BOW 1 AZ MK A                        015 05 16.1
 NC1192:UTM  17      -  AMH BOW 1 AZ MK A                        013 26 22.0
 NC1192
 NC1192|---------------------------------------------------------------------|
 NC1192| PID    Reference Object                     Distance      Geod. Az  |
 NC1192|                                                           dddmmss.s |
 NC1192| CZ9644 AMH BOW 1 AZ MK A                                  0145942.8 |
 NC1192| CZ9645 AMH BOW 1 AZ MK B                                  2043838.8 |
 NC1192|---------------------------------------------------------------------|
 NC1192
 NC1192                          SUPERSEDED SURVEY CONTROL
 NC1192
 NC1192  NAD 83(1986)-  42 59 32.80118(N)    078 43 08.79277(W) AD(       ) 2
 NC1192  NAD 27      -  42 59 32.59221(N)    078 43 09.68044(W) AD(       ) 2
 NC1192  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 NC1192
 NC1192.Superseded values are not recommended for survey control.
 NC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1192.See file dsdata.txt to determine how the superseded data were derived.
 NC1192
 NC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8593862500(NAD 83)
 NC1192_MARKER: DD = SURVEY DISK
 NC1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1192
 NC1192  HISTORY     - Date     Condition        Report By
 NC1192  HISTORY     - 1972     MONUMENTED       NY-029
 NC1192
 NC1192                          STATION DESCRIPTION
 NC1192
 NC1192'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1192'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2.5 MILES NORTHEAST
 NC1192'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 1.5 MILES NORTHWEST
 NC1192'OF THE INTERSECTION OF TRANSIT RD. (NY RTE. 78) AND SHERIDAN
 NC1192'DRIVE (NY RTE. 324).
 NC1192'
 NC1192'TO REACH FROM THE VILLAGE HALL ON MAIN STREET IN WILLIAMSVILLE,
 NC1192'GO EAST ON MAIN ST. (NY RTE. 5) FOR 1.1 MILES TO YOUNG
 NC1192'ROAD.  TURN LEFT AND GO NORTH ON YOUNG RD. FOR 0.8 MILES TO
 NC1192'SHERIDAN DRIVE.  TURN RIGHT AND GO EAST ON SHERIDAN DRIVE FOR 0.2
 NC1192'MILES TO AYER ROAD.  TURN LEFT AND GO NORTH ON AYER ROAD FOR 1
 NC1192'MILE TO STATION ON RIGHT, 0.1 MILES PAST MAPLE ROAD.
 NC1192'
 NC1192'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1192'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-BOW-1
 NC1192'1972.
 NC1192'
 NC1192'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1192'
 NC1192'DISTANCE AND DIRECTION FROM STATION
 NC1192'
 NC1192'RP-1 SOUTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 545 58.15
 NC1192'FEET NE
 NC1192'
 NC1192'RP-2 NORTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 545 55.48
 NC1192'FEET SE
 NC1192'
 NC1192'RP-3 CENTERLINE OF AYER ROAD 19.0 FEET W
 NC1192'
 NC1192'RP-4 CENTER OF TOP NUT ON FIRE HYDRANT 44.97 FEET NW
 NC1192'
 NC1192'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1192'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-BOW-1
 NC1192'AZ. A 1972.
 NC1192'
 NC1192'TO REACH FROM AMH-BOW-1, GO NORTHEAST ON AYER RD. FOR 0.3 MILES
 NC1192'TO STATION ON RIGHT JUST PAST HOUSE NO. 690.
 NC1192'
 NC1192'DISTANCE AND DIRECTION FROM STATION
 NC1192'
 NC1192'RP-1 NEAR EDGE OF POLE NO. NYT 710 S 2.70 FEET E
 NC1192'
 NC1192'RP-2 NORTHEAST CORNER OF BRICK FARMHOUSE FOUNDATION.  HOUSE
 NC1192'NO. 690 162.78 FEET SW
 NC1192'
 NC1192'RP-3 CENTER OF SANITARY MANHOLE 77.87 FEET SW
 NC1192'
 NC1192'RP-4 CENTERLINE OF AYER ROAD 15.4 FEET W
 NC1192'
 NC1192'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 123.63 FEET NW
 NC1192'
 NC1192'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1192'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-BOW-1
 NC1192'AZ. B 1972.
 NC1192'
 NC1192'TO REACH FROM AMH-BOW-1, GO SOUTH ON AYER ROAD FOR 0.2 MILES TO
 NC1192'STATION ON RIGHT, 0.1 MILES PAST MAPLE ROAD.
 NC1192'
 NC1192'DISTANCE AND DIRECTION FROM STATION
 NC1192'
 NC1192'RP-1 CENTERLINE OF AYER ROAD 15.5 FEET E
 NC1192'
 NC1192'RP-2 NORTHWEST CORNER OF HOUSE NO. 435 103.85 FEET E
 NC1192'
 NC1192'RP-3 SOUTHWEST CORNER OF GARAGE TO HOUSE NO. 435 108.78 FEET SE
 NC1192'
 NC1192'RP-4 CENTER OF TOP NUT OF FIRE HYDRANT 17.29 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1155 ***********************************************************************
 NC1155  DESIGNATION -  AMH BOW 2
 NC1155  PID         -  NC1155
 NC1155  STATE/COUNTY-  NY/ERIE
 NC1155  USGS QUAD   -  ORCHARD PARK (1965)
 NC1155
 NC1155                         *CURRENT SURVEY CONTROL
 NC1155  ___________________________________________________________________
 NC1155* NAD 83(1996)-  42 58 42.30770(N)    078 44 22.87963(W)     ADJUSTED  
 NC1155* NAVD 88     -       188.     (meters)     617.     (feet)  VERTCON   
 NC1155  ___________________________________________________________________
 NC1155  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NC1155  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 NC1155
 NC1155  HORZ ORDER  -  SECOND
 NC1155
 NC1155.The horizontal coordinates were established by classical geodetic methods
 NC1155.and adjusted by the National Geodetic Survey in January 1999..
 NC1155
 NC1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1155
 NC1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1155
 NC1155.The geoid height was determined by GEOID03.
 NC1155
 NC1155;                    North         East     Units Scale Factor Converg.
 NC1155;SPC NY W     -   330,784.532   337,246.960   MT  0.99993950   -0 06 23.7
 NC1155;SPC NY W     - 1,085,248.92  1,106,451.07   sFT  0.99993950   -0 06 23.7
 NC1155;UTM  17      - 4,760,897.216   684,302.158   MT  1.00001788   +1 32 28.8
 NC1155
 NC1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1155!SPC NY W     -   0.99997605  x   0.99993950  =   0.99991555
 NC1155!UTM  17      -   0.99997605  x   1.00001788  =   0.99999393
 NC1155
 NC1155:                Primary Azimuth Mark                     Grid Az
 NC1155:SPC NY W     -  AMH BOW 2 AZ MK A                        179 02 58.0
 NC1155:UTM  17      -  AMH BOW 2 AZ MK A                        177 24 05.5
 NC1155
 NC1155|---------------------------------------------------------------------|
 NC1155| PID    Reference Object                     Distance      Geod. Az  |
 NC1155|                                                           dddmmss.s |
 NC1155| CZ9646 AMH BOW 2 AZ MK A                                  1785634.3 |
 NC1155| CZ9647 AMH BOW 2 AZ MK B                                  2744403.2 |
 NC1155|---------------------------------------------------------------------|
 NC1155
 NC1155                          SUPERSEDED SURVEY CONTROL
 NC1155
 NC1155  NAD 83(1986)-  42 58 42.31388(N)    078 44 22.87706(W) AD(       ) 2
 NC1155  NAD 27      -  42 58 42.10497(N)    078 44 23.76278(W) AD(       ) 2
 NC1155  NGVD 29 (07/19/86)  188.     (m)          617.     (f) VERT ANG       
 NC1155
 NC1155.Superseded values are not recommended for survey control.
 NC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1155.See file dsdata.txt to determine how the superseded data were derived.
 NC1155
 NC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8430260897(NAD 83)
 NC1155_MARKER: DD = SURVEY DISK
 NC1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1155
 NC1155  HISTORY     - Date     Condition        Report By
 NC1155  HISTORY     - 1972     MONUMENTED       NY-029
 NC1155  HISTORY     - 1983     GOOD             USPSQD
 NC1155  HISTORY     - 1989     GOOD             LOCSUR
 NC1155  HISTORY     - 1989     GOOD             USPSQD
 NC1155  HISTORY     - 19910610 GOOD             USPSQD
 NC1155
 NC1155                          STATION DESCRIPTION
 NC1155
 NC1155'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1155'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 1 MILE NORTH OF THE
 NC1155'VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 2.2 MILES WEST OF THE
 NC1155'INTERSECTION OF TRANSIT ROAD (N.Y. RTE. 78) AND SHERIDAN DRIVE
 NC1155'(N.Y. RTE. 324).
 NC1155'
 NC1155'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE, GO
 NC1155'EAST ON MAIN ST. (N.Y. RTE. 5) FOR 0.4 MILES TO EVANS ST.  TURN
 NC1155'LEFT AND GO NORTH ON EVANS ST. FOR 1 MILE TO SHERIDAN DRIVE AND
 NC1155'STATION ON LEFT AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 NC1155'
 NC1155'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1155'CONCRETE POST FLUSH WITH THE BLACK TOP PAVING OF AN ARCO GAS
 NC1155'STATION.  THE DISK IS STAMPED AMH-BOW-2 1972.
 NC1155'
 NC1155'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1155'
 NC1155'AZIMUTH MARKS A AND B ARE DESCRIBED ON PAGES 2 AND 3.
 NC1155'
 NC1155'DISTANCE AND DIRECTION FROM STATION
 NC1155'
 NC1155'RP-1 CENTERLINE OF SHERIDAN DRIVE 49.1 FEET N
 NC1155'
 NC1155'RP-2 CENTER OF SANITARY MANHOLE IN SIDEWALK 5.36 FEET NE
 NC1155'
 NC1155'RP-3 CENTERLINE OF EVANS ST.  44.8 FEET E
 NC1155'
 NC1155'RP-4 NORTHEAST CORNER OF ARCO STATION 102.74 FEET SW
 NC1155'
 NC1155'RP-5 SOUTHEAST CORNER OF CULVERT GRATE 16.65 FEET NW
 NC1155'
 NC1155'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1155'CONCRETE POST 1 INCH BELOW BLACK TOP PAVING.  THE DISK IS
 NC1155'STAMPED AMH-BOW-2 AZ. A 1972.
 NC1155'
 NC1155'TO REACH FROM AMH-BOW-2, GO SOUTH ON EVANS ST. FOR 0.3 MILES TO
 NC1155'STATION ON RIGHT OPPOSITE THE BERKSHIRE HOUSE APARTMENTS AT NO. 351
 NC1155'EVANS ST.
 NC1155'
 NC1155'DISTANCE AND DIRECTION FROM STATION
 NC1155'
 NC1155'RP-1 NEAR EDGE OF SIDEWALK 0.85 FEET E
 NC1155'
 NC1155'RP-2 NEAR EDGE OF POWER POLE NO. NM-416 58.1 FEET N
 NC1155'
 NC1155'RP-3 CENTERLINE OF EVANS ST.  32.3 FEET E
 NC1155'
 NC1155'RP-4 NORTHWEST CORNER OF BERKSHIRE APTS.  126.4 FEET NE
 NC1155'
 NC1155'RP-5 SOUTHWEST CORNER OF ABOVE BUILDING 128.8 FEET SE
 NC1155'
 NC1155'RP-6 NEAR EDGE OF POWER POLE NO. NM-408 61.2 FEET S
 NC1155'
 NC1155'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1155'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-BOW-2
 NC1155'AZ. B 1972.
 NC1155'
 NC1155'TO REACH FROM AMH-BOW-2, GO WEST ON SHERIDAN DRIVE FOR 0.25 MILES
 NC1155'TO MILL ST. AND STATION ON RIGHT AT THE NORTHEAST CORNER OF THE
 NC1155'INTERSECTION.
 NC1155'
 NC1155'DISTANCE AND DIRECTION FROM STATION
 NC1155'
 NC1155'RP-1 SOUTHEAST CORNER OF BRICK WALL 11.80 FEET N
 NC1155'
 NC1155'RP-2 CENTER OF SANITARY MANHOLE IN SIDEWALK 7.42 FEET N
 NC1155'
 NC1155'RP-3 CENTER OF BELL TELEPHONE MANHOLE 15.73 FEET NE
 NC1155'
 NC1155'RP-4 CENTERLINE OF SHERIDAN DRIVE 42.4 FEET S
 NC1155'
 NC1155'RP-5 CENTERLINE OF MILL ST.  22.5 FEET W
 NC1155
 NC1155                          STATION RECOVERY (1983)
 NC1155
 NC1155'RECOVERY NOTE BY US POWER SQUADRON 1983 (HMM)
 NC1155'AMH-BOW 2 RECOVERED EXCELLENT.
 NC1155'
 NC1155'SECOND PARAGRAPH, LAST SENTENCE SHOULD READ LEFT AT SOUTHWEST
 NC1155'CORNER INSTEAD OF SOUTHEAST.
 NC1155'
 NC1155'CORER OF STATIONS NOW GRASSED OVER SO NO BLACK TOP IN VICINITY OF
 NC1155'MARK.  MARK IS FLUSH WITH GRASS NEAR EDGE OF SIDEWALKS.
 NC1155'
 NC1155'AMH BOW 2 AZ A RECOVERED EXCELLENT.
 NC1155'
 NC1155'AMH BOW 2 AZ MK DESCRIPTION SATISFACTORY.
 NC1155
 NC1155                          STATION RECOVERY (1989)
 NC1155
 NC1155'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (TW)
 NC1155'RECOVERED IN GOOD CONDITION.
 NC1155
 NC1155                          STATION RECOVERY (1989)
 NC1155
 NC1155'RECOVERY NOTE BY US POWER SQUADRON 1989 (NAZ)
 NC1155'RECOVERED IN GOOD CONDITION.
 NC1155
 NC1155                          STATION RECOVERY (1991)
 NC1155
 NC1155'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0563 ***********************************************************************
 OG0563  DESIGNATION -  AMH BOW 3
 OG0563  PID         -  OG0563
 OG0563  STATE/COUNTY-  NY/ERIE
 OG0563  USGS QUAD   -  
 OG0563
 OG0563                         *CURRENT SURVEY CONTROL
 OG0563  ___________________________________________________________________
 OG0563* NAD 83(1996)-  43 00 15.65832(N)    078 44 21.38089(W)     ADJUSTED  
 OG0563* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 OG0563  ___________________________________________________________________
 OG0563  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OG0563  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OG0563
 OG0563  HORZ ORDER  -  SECOND
 OG0563
 OG0563.The horizontal coordinates were established by classical geodetic methods
 OG0563.and adjusted by the National Geodetic Survey in January 1999..
 OG0563
 OG0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0563
 OG0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0563
 OG0563.The geoid height was determined by GEOID03.
 OG0563
 OG0563;                    North         East     Units Scale Factor Converg.
 OG0563;SPC NY W     -   333,665.001   337,286.262   MT  0.99993949   -0 06 22.9
 OG0563;SPC NY W     - 1,094,699.26  1,106,580.01   sFT  0.99993949   -0 06 22.9
 OG0563;UTM  17      - 4,763,777.849   684,258.585   MT  1.00001768   +1 32 32.5
 OG0563
 OG0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0563!SPC NY W     -   0.99997748  x   0.99993949  =   0.99991697
 OG0563!UTM  17      -   0.99997748  x   1.00001768  =   0.99999516
 OG0563
 OG0563:                Primary Azimuth Mark                     Grid Az
 OG0563:SPC NY W     -  AMH BOW 3 AZ MK A                        007 50 52.3
 OG0563:UTM  17      -  AMH BOW 3 AZ MK A                        006 11 56.9
 OG0563
 OG0563|---------------------------------------------------------------------|
 OG0563| PID    Reference Object                     Distance      Geod. Az  |
 OG0563|                                                           dddmmss.s |
 OG0563| CZ9648 AMH BOW 3 AZ MK A                                  0074429.4 |
 OG0563| CZ9649 AMH BOW 3 AZ MK B                                  1833003.9 |
 OG0563|---------------------------------------------------------------------|
 OG0563
 OG0563                          SUPERSEDED SURVEY CONTROL
 OG0563
 OG0563  NAD 83(1986)-  43 00 15.66451(N)    078 44 21.37841(W) AD(       ) 2
 OG0563  NAD 27      -  43 00 15.45628(N)    078 44 22.26317(W) AD(       ) 2
 OG0563  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 OG0563
 OG0563.Superseded values are not recommended for survey control.
 OG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0563.See file dsdata.txt to determine how the superseded data were derived.
 OG0563
 OG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8425963778(NAD 83)
 OG0563_MARKER: DD = SURVEY DISK
 OG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0563
 OG0563  HISTORY     - Date     Condition        Report By
 OG0563  HISTORY     - 1972     MONUMENTED       NY-029
 OG0563
 OG0563                          STATION DESCRIPTION
 OG0563
 OG0563'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0563'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 3 MILES NORTH OF THE
 OG0563'VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 3 MILES NORTHWEST OF THE
 OG0563'INTERSECTION OF TRANSIT ROAD (N.Y. RTE. 78) AND SHERIDAN DRIVE
 OG0563'(N.Y. RTE. 324).
 OG0563'
 OG0563'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE, GO
 OG0563'EAST ON MAIN ST. (N.Y. RTE. 5) FOR 0.4 MILES TO EVANS ST.  TURN
 OG0563'LEFT AND GO NORTH ON EVANS ST. FOR 1 MILE TO SHERIDAN DRIVE WHERE
 OG0563'EVANS ST. BECOMES HOPKINS ROAD.  CONTINUE NORTH ON HOPKINS RD. FOR
 OG0563'1.8 MILES TO STATION ON LEFT 0.2 MILES PAST KLEIN ROAD.
 OG0563'
 OG0563'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0563'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-BOW-3
 OG0563'1972.
 OG0563'
 OG0563'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0563'
 OG0563'DISTANCE AND DIRECTION FROM STATION
 OG0563'
 OG0563'RP-1 PK NAIL IN 24 IN DIA. MAPLE TREE 65.08 FEET N
 OG0563'
 OG0563'RP-2 CENTERLINE OF GRAVEL DRIVE 49.7 FEET N
 OG0563'
 OG0563'RP-3 PK NAIL IN POLE NO. NYT 943 83.29 FEET NE
 OG0563'
 OG0563'RP-4 CENTERLINE OF HOPKINS ROAD 29.5 FEET E
 OG0563'
 OG0563'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 162.33 FEET SE
 OG0563'
 OG0563'RP-6 PK NAIL IN 30 IN DIA. MAPLE TREE 31.24 FEET S
 OG0563'
 OG0563'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 OG0563'A CONCRETE CULVERT WALL.  THE DISK IS STAMPED AMH-BOW-3 AZ. A 1972.
 OG0563'
 OG0563'TO REACH FROM AMH-BOW-3, GO NORTH ON HOPKINS ROAD FOR 0.3 MILES
 OG0563'TO STATION ON RIGHT AT CULVERT CROSSING.
 OG0563'
 OG0563'DISTANCE AND DIRECTION FROM STATION
 OG0563'
 OG0563'RP-1 CENTERLINE OF HOPKINS ROAD 20.0 FEET W
 OG0563'
 OG0563'RP-2 CENTER OF NORTH END OF CONCRETE CULVERT WALL 0.5 FEET N
 OG0563'
 OG0563'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0563'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-BOW-3
 OG0563'AZ. B 1972.
 OG0563'
 OG0563'TO REACH FROM AMH-BOW-3, GO SOUTH ON HOPKINS ROAD FOR 0.25 MILES
 OG0563'TO STATION ON RIGHT NEAR THE NORTH END OF THE CLEARFIELD BRANCH
 OG0563'OF THE AMHERST LIBRARY BUILDING.
 OG0563'
 OG0563'DISTANCE AND DIRECTION FROM STATION
 OG0563'
 OG0563'RP-1 CENTERLINE OF PLAZA ST.  71.7 FEET N
 OG0563'
 OG0563'RP-2 CENTER OF TOP NUT OF FIRE HYDRANT 103.73 FEET NE
 OG0563'
 OG0563'RP-3 CENTERLINE OF HOPKINS ROAD 37.2 FEET E
 OG0563'
 OG0563'RP-4 NORTHEAST CORNER OF LIBRARY BLDG.  65.95 FEET W
 OG0563'
 OG0563'RP-5 CENTER OF LIBRARY FLAGPOLE 54.87 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0552 ***********************************************************************
 OG0552  DESIGNATION -  AMH BU 09 1
 OG0552  PID         -  OG0552
 OG0552  STATE/COUNTY-  NY/ERIE
 OG0552  USGS QUAD   -  
 OG0552
 OG0552                         *CURRENT SURVEY CONTROL
 OG0552  ___________________________________________________________________
 OG0552* NAD 83(1996)-  43 02 43.13722(N)    078 42 17.27076(W)     ADJUSTED  
 OG0552* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 OG0552  ___________________________________________________________________
 OG0552  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 OG0552  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OG0552
 OG0552  HORZ ORDER  -  SECOND
 OG0552
 OG0552.The horizontal coordinates were established by classical geodetic methods
 OG0552.and adjusted by the National Geodetic Survey in January 1999..
 OG0552
 OG0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0552
 OG0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0552
 OG0552.The geoid height was determined by GEOID03.
 OG0552
 OG0552;                    North         East     Units Scale Factor Converg.
 OG0552;SPC NY W     -   338,211.162   340,103.599   MT  0.99993870   -0 04 58.5
 OG0552;SPC NY W     - 1,109,614.45  1,115,823.22   sFT  0.99993870   -0 04 58.5
 OG0552;UTM  17      - 4,768,403.609   686,944.130   MT  1.00002994   +1 34 01.6
 OG0552
 OG0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0552!SPC NY W     -   0.99997780  x   0.99993870  =   0.99991650
 OG0552!UTM  17      -   0.99997780  x   1.00002994  =   1.00000774
 OG0552
 OG0552:                Primary Azimuth Mark                     Grid Az
 OG0552:SPC NY W     -  AMH BU 09 1 AZ MK B                      151 56 07.2
 OG0552:UTM  17      -  AMH BU 09 1 AZ MK B                      150 17 07.1
 OG0552
 OG0552|---------------------------------------------------------------------|
 OG0552| PID    Reference Object                     Distance      Geod. Az  |
 OG0552|                                                           dddmmss.s |
 OG0552| CZ9651 AMH BU 09 1 AZ MK B                                1515108.7 |
 OG0552| CZ9650 AMH BU 09 1 AZ MK A                                3202937.3 |
 OG0552|---------------------------------------------------------------------|
 OG0552
 OG0552                          SUPERSEDED SURVEY CONTROL
 OG0552
 OG0552  NAD 83(1986)-  43 02 43.14352(N)    078 42 17.26842(W) AD(       ) 2
 OG0552  NAD 27      -  43 02 42.93512(N)    078 42 18.15579(W) AD(       ) 2
 OG0552  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 OG0552
 OG0552.Superseded values are not recommended for survey control.
 OG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0552.See file dsdata.txt to determine how the superseded data were derived.
 OG0552
 OG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8694468404(NAD 83)
 OG0552_MARKER: DD = SURVEY DISK
 OG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0552
 OG0552  HISTORY     - Date     Condition        Report By
 OG0552  HISTORY     - 1972     MONUMENTED       NY-029
 OG0552
 OG0552                          STATION DESCRIPTION
 OG0552
 OG0552'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0552'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 0.6 MILES NORTHWEST
 OG0552'OF THE COMMUNITY OF SWORMVILLE.  IT IS ALSO 3 MILES SOUTH OF THE
 OG0552'NY RTE. 78 (TRANSIT RD.) BRIDGE CROSSING OF TONAWANDA CREEK.
 OG0552'
 OG0552'TO REACH FROM RTE. 78 (TRANSIT ROAD) AND SMITH ROAD IN SWORMVILLE,
 OG0552'GO NORTHWEST ON SMITH ROAD FOR 0.6 MILES AND STATION ON RIGHT,
 OG0552'OPPOSITE HOUSE NO. 1081.
 OG0552'
 OG0552'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0552'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED BU-09-1
 OG0552'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0552'
 OG0552'DISTANCE AND DIRECTION FROM STATION
 OG0552'
 OG0552'RP-1 CENTERLINE OF SMITH ROAD 20.0 FEET W
 OG0552'
 OG0552'RP-2 PK NAIL IN POWER POLE NO. NM-1010 62.28 FEET N
 OG0552'
 OG0552'RP-3 PK NAIL IN POWER POLE NO. NM-1020 90.33 FEET S
 OG0552'
 OG0552'RP-4 NORTHEAST CORNER OF HOUSE NO. 1081 161.80 FEET S
 OG0552'
 OG0552'RP-5 NORTHWEST CORNER OF HOUSE NO. 1081 167.90 FEET S
 OG0552'
 OG0552'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0552'CONCRETE POST 4 INCHES BELOW GROUND ON THE SOUTH SIDE OF THE
 OG0552'SLOPE UP TO THE 14TH GREEN OF A GOLF COURSE.  THE DISK IS
 OG0552'STAMPED AMH-BU-09-1 AZ. A 1972.
 OG0552'
 OG0552'TO REACH FROM AMH-BU-09-1, GO NORTHWEST ON SMITH ROAD FOR 0.3
 OG0552'MILES TO STATION ON RIGHT JUST PAST BEND IN ROAD AND AT 14TH GREEN
 OG0552'OF GOLF COURSE.
 OG0552'
 OG0552'DISTANCE AND DIRECTION FROM STATION
 OG0552'
 OG0552'RP-1 CENTERLINE OF SMITH ROAD 57.2 FEET S
 OG0552'
 OG0552'RP-2 CENTER OF TOP NUT ON FIRE HYDRANT 42.82 FEET SW
 OG0552'
 OG0552'RP-3 NEAR EDGE OF POWER POLE NO. NM-43 62.38 FEET W
 OG0552'
 OG0552'RP-4 NEAR EDGE OF POWER POLE NO. NM-42 79.35 FEET E
 OG0552'
 OG0552'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0552'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0552'AMH-BU-09-1 AZ. B 1972.
 OG0552'
 OG0552'TO REACH FROM AMH-BU-09-1, GO SOUTHEAST ON SMITH ROAD FOR 0.3
 OG0552'MILES TO STATION ON RIGHT NEAR HOUSE NO. 1155.
 OG0552'
 OG0552'DISTANCE AND DIRECTION FROM STATION
 OG0552'
 OG0552'RP-1 CENTERLINE OF SMITH ROAD 31.2 FEET E
 OG0552'
 OG0552'RP-2 NORTHEAST CORNER OF NORTH WING OF HOUSE NO. 1155 103.05
 OG0552'FEET S
 OG0552'
 OG0552'RP-3 NORTHWEST CORNER OF NORTHWING OF HOUSE NO. 1155 111.15
 OG0552'FEET S
 OG0552'
 OG0552'RP-4 NEAR EDGE OF POWER POLE NO. NM-16-1 2.05 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0567 ***********************************************************************
 OG0567  DESIGNATION -  AMH BU 09 2
 OG0567  PID         -  OG0567
 OG0567  STATE/COUNTY-  NY/ERIE
 OG0567  USGS QUAD   -  
 OG0567
 OG0567                         *CURRENT SURVEY CONTROL
 OG0567  ___________________________________________________________________
 OG0567* NAD 83(1996)-  43 02 52.58021(N)    078 44 00.21787(W)     ADJUSTED  
 OG0567* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 OG0567  ___________________________________________________________________
 OG0567  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 OG0567  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OG0567
 OG0567  HORZ ORDER  -  SECOND
 OG0567
 OG0567.The horizontal coordinates were established by classical geodetic methods
 OG0567.and adjusted by the National Geodetic Survey in January 1999..
 OG0567
 OG0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0567
 OG0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0567
 OG0567.The geoid height was determined by GEOID03.
 OG0567
 OG0567;                    North         East     Units Scale Factor Converg.
 OG0567;SPC NY W     -   338,506.316   337,774.200   MT  0.99993934   -0 06 08.8
 OG0567;SPC NY W     - 1,110,582.81  1,108,180.85   sFT  0.99993934   -0 06 08.8
 OG0567;UTM  17      - 4,768,631.586   684,606.998   MT  1.00001926   +1 32 51.5
 OG0567
 OG0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0567!SPC NY W     -   0.99997781  x   0.99993934  =   0.99991715
 OG0567!UTM  17      -   0.99997781  x   1.00001926  =   0.99999707
 OG0567
 OG0567:                Primary Azimuth Mark                     Grid Az
 OG0567:SPC NY W     -  AMH BU 09 2 AZ MK A                      039 03 13.2
 OG0567:UTM  17      -  AMH BU 09 2 AZ MK A                      037 24 12.9
 OG0567
 OG0567|---------------------------------------------------------------------|
 OG0567| PID    Reference Object                     Distance      Geod. Az  |
 OG0567|                                                           dddmmss.s |
 OG0567| CZ9652 AMH BU 09 2 AZ MK A                                0385704.4 |
 OG0567| CZ9653 AMH BU 09 2 AZ MK B                                2165009.8 |
 OG0567|---------------------------------------------------------------------|
 OG0567
 OG0567                          SUPERSEDED SURVEY CONTROL
 OG0567
 OG0567  NAD 83(1986)-  43 02 52.58645(N)    078 44 00.21553(W) AD(       ) 2
 OG0567  NAD 27      -  43 02 52.37872(N)    078 44 01.09934(W) AD(       ) 2
 OG0567  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 OG0567
 OG0567.Superseded values are not recommended for survey control.
 OG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0567.See file dsdata.txt to determine how the superseded data were derived.
 OG0567
 OG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8460768632(NAD 83)
 OG0567_MARKER: DD = SURVEY DISK
 OG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0567
 OG0567  HISTORY     - Date     Condition        Report By
 OG0567  HISTORY     - 1972     MONUMENTED       NY-029
 OG0567
 OG0567                          STATION DESCRIPTION
 OG0567
 OG0567'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0567'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2 MILES NORTHWEST OF
 OG0567'THE COMMUNITY OF SWORMVILLE.  IT IS ALSO 2.5 MILES SOUTH OF THE
 OG0567'TONAWANDA CREEK AT PENDLETON, NIAGARA COUNTY.
 OG0567'
 OG0567'TO REACH FROM N.Y. RTE. 78 (TRANSIT ROAD) AND SMITH ROAD IN THE
 OG0567'COMMUNITY OF SWORMVILLE, GO NORTHWEST ON SMITH ROAD FOR 2 MILES
 OG0567'TO MILLERSPORT HIGHWAY (NY RTE. 263).  TURN LEFT AND GO SOUTHWEST
 OG0567'ON MILLERSPORT HWY. FOR 0.5 MILES TO STATION ON RIGHT OPPOSITE
 OG0567'HOUSE NO. 4011.
 OG0567'
 OG0567'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0567'CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0567'AMH-BU-09-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 OG0567'STAMPED THE SAME.
 OG0567'
 OG0567'DISTANCE AND DIRECTION FROM STATION
 OG0567'
 OG0567'RP-1 CENTERLINE OF MILLERSPORT HWY.  20.2 FEET E
 OG0567'
 OG0567'RP-2 NEAR EDGE OF METAL WITNESS POST 8.84 FEET W
 OG0567'
 OG0567'RP-3 CENTER OF TOP NUT ON FIRE HYDRANT 343.70 FEET NE
 OG0567'
 OG0567'RP-4 NORTHWEST CORNER OF HOUSE NO. 4011 165.75 FEET NE
 OG0567'
 OG0567'RP-5 SOUTHWEST CORNER OF WEST WING OF HOUSE NO. 4011 157.98
 OG0567'FEET E
 OG0567'
 OG0567'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 OG0567'THE TOP OF THE CONCRETE WINGWALL AT THE SOUTHEAST CORNER OF THE
 OG0567'RTE. 263 BRIDGE OVER RANSOM CREEK.  THE DISK IS STAMPED
 OG0567'AMH-BU-09-2 AZ. A 1972.
 OG0567'
 OG0567'TO REACH FROM AMH-BU-09-2, GO NORTHEAST ALONG MILLERSPORT
 OG0567'HWY. (NY RTE. 263) FOR 0.4 MILES TO STATION ON RIGHT AT THE
 OG0567'BRIDGE CROSSING RANSOM CREEK.
 OG0567'
 OG0567'DISTANCE AND DIRECTION FROM STATION
 OG0567'
 OG0567'RP-1 CENTERLINE OF MILLERSPORT HWY.  24.9 FEET W
 OG0567'
 OG0567'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0567'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0567'AMH-BU-09-2 AZ. B 1972.
 OG0567'
 OG0567'TO REACH FROM AMH-BU-09-2, GO SOUTHWEST ON MILLERSPORT HWY. (NY
 OG0567'RTE. 263) FOR 0.4 MILES TO HOPKINS ROAD AND STATION ON LEFT AT
 OG0567'THE SOUTHEAST CORNER OF THE INTERSECTION.
 OG0567'
 OG0567'DISTANCE AND DIRECTION FROM STATION
 OG0567'
 OG0567'RP-1 CENTERLINE OF MILLERSPORT HWY.  34.3 FEET W
 OG0567'
 OG0567'RP-2 NEAR EDGE OF POWER POLE NO. NM 3815 8.10 FEET NE
 OG0567'
 OG0567'RP-3 SOUTHWEST CORNER OF GARAGE FOR HOUSE OF WALTER
 OG0567'FRANK 102.5 FEET E
 OG0567'
 OG0567'RP-4 CENTER OF TOP NUT ON FIRE HYDRANT 115.68 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0550 ***********************************************************************
 OG0550  DESIGNATION -  AMH BU 09 3
 OG0550  PID         -  OG0550
 OG0550  STATE/COUNTY-  NY/ERIE
 OG0550  USGS QUAD   -  
 OG0550
 OG0550                         *CURRENT SURVEY CONTROL
 OG0550  ___________________________________________________________________
 OG0550* NAD 83(1996)-  43 04 06.19644(N)    078 43 35.65278(W)     ADJUSTED  
 OG0550* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 OG0550  ___________________________________________________________________
 OG0550  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 OG0550  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OG0550
 OG0550  HORZ ORDER  -  SECOND
 OG0550
 OG0550.The horizontal coordinates were established by classical geodetic methods
 OG0550.and adjusted by the National Geodetic Survey in January 1999..
 OG0550
 OG0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0550
 OG0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0550
 OG0550.The geoid height was determined by GEOID03.
 OG0550
 OG0550;                    North         East     Units Scale Factor Converg.
 OG0550;SPC NY W     -   340,776.957   338,334.016   MT  0.99993917   -0 05 52.1
 OG0550;SPC NY W     - 1,118,032.40  1,110,017.52   sFT  0.99993917   -0 05 52.1
 OG0550;UTM  17      - 4,770,917.593   685,101.225   MT  1.00002151   +1 33 10.4
 OG0550
 OG0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0550!SPC NY W     -   0.99997782  x   0.99993917  =   0.99991699
 OG0550!UTM  17      -   0.99997782  x   1.00002151  =   0.99999933
 OG0550
 OG0550:                Primary Azimuth Mark                     Grid Az
 OG0550:SPC NY W     -  AMH BU 09 3 AZ MK A                      352 18 31.5
 OG0550:UTM  17      -  AMH BU 09 3 AZ MK A                      350 39 29.0
 OG0550
 OG0550|---------------------------------------------------------------------|
 OG0550| PID    Reference Object                     Distance      Geod. Az  |
 OG0550|                                                           dddmmss.s |
 OG0550| CZ9654 AMH BU 09 3 AZ MK A                                3521239.4 |
 OG0550|---------------------------------------------------------------------|
 OG0550
 OG0550                          SUPERSEDED SURVEY CONTROL
 OG0550
 OG0550  NAD 83(1986)-  43 04 06.20270(N)    078 43 35.65053(W) AD(       ) 2
 OG0550  NAD 27      -  43 04 05.99530(N)    078 43 36.53432(W) AD(       ) 2
 OG0550  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 OG0550
 OG0550.Superseded values are not recommended for survey control.
 OG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0550.See file dsdata.txt to determine how the superseded data were derived.
 OG0550
 OG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8510170918(NAD 83)
 OG0550_MARKER: DD = SURVEY DISK
 OG0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0550_STAMPING: AMH BU 09 3 1972
 OG0550_MARK LOGO: NY-029
 OG0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0550+STABILITY: SURFACE MOTION
 OG0550
 OG0550  HISTORY     - Date     Condition        Report By
 OG0550  HISTORY     - 1972     MONUMENTED       NY-029
 OG0550  HISTORY     - 19941017 GOOD             LOCENG
 OG0550
 OG0550                          STATION DESCRIPTION
 OG0550
 OG0550'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0550'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2.5 MILES NORTHWEST
 OG0550'OF THE COMMUNITY OF SWORMVILLE.  IT IS ALSO 1.2 MILES SOUTH OF
 OG0550'THE NEW ROAD BRIDGE CROSSING OF TONAWANDA CREEK AT PENDLETON IN
 OG0550'NIAGARA COUNTY.
 OG0550'
 OG0550'TO REACH FROM NY RTE. 78 (TRANSIT RD.) AND SMITH ROAD IN
 OG0550'SWORMVILLE, GO 1.8 MILES TO NEW ROAD.  TURN RIGHT AND GO NORTH
 OG0550'ON NEW ROAD FOR 1.1 MILES TO STATION ON LEFT AT HOUSE NO. 1180.
 OG0550'
 OG0550'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0550'CONCRETE POST FLUSH WITH GROUND.  THE DISK IS STAMPED
 OG0550'AMH-BU-09-3 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 OG0550'STAMPED THE SAME.
 OG0550'
 OG0550'SEE DESCRIPTION OF AMH-GRI-1972 FOR OTHER AZIMUTH MARK.
 OG0550'
 OG0550'DISTANCE AND DIRECTION FROM STATION
 OG0550'
 OG0550'RP-1 CENTERLINE OF NEW ROAD 12.8 FEET E
 OG0550'
 OG0550'RP-2 CENTER OF TOP NUT OF FIRE HYDRANT 81.64 FEET S
 OG0550'
 OG0550'RP-3 SOUTHEAST CORNER OF GARAGE TO HOUSE NO. 1180 97.22 FEET SW
 OG0550'
 OG0550'RP-4 NORTHEAST CORNER OF HOUSE NO. 1180 85.05 FEET NW
 OG0550'
 OG0550'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0550'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0550'AMH-BU-09-3 AZ. A 1972.
 OG0550'
 OG0550'TO REACH FROM AMH-BU-09-3, GO NORTH ON NEW ROAD FOR 0.35 MILES
 OG0550'AND STATION ON LEFT NEAR HOUSE NO. 1365.
 OG0550'
 OG0550'DISTANCE AND DIRECTION FROM STATION
 OG0550'
 OG0550'RP-1 CENTERLINE OF NEW ROAD 14.0 FEET E
 OG0550'
 OG0550'RP-2 NORTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 1365 183.51
 OG0550'FEET SE
 OG0550'
 OG0550'RP-3 NORTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 1365 171.40
 OG0550'FEET SE
 OG0550'
 OG0550'RP-4 CENTER OF TOP NUT ON FIRE HYDRANT 45.93 FEET S
 OG0550
 OG0550                          STATION RECOVERY (1994)
 OG0550
 OG0550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (MAR)
 OG0550'RECOVERED AS DESCRIBED.  NOTE--AZIMUTH MARK A AT EDGE OF PAVEMENT,
 OG0550'WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0631 ***********************************************************************
 OG0631  DESIGNATION -  AMH CRE 1
 OG0631  PID         -  OG0631
 OG0631  STATE/COUNTY-  NY/ERIE
 OG0631  USGS QUAD   -  
 OG0631
 OG0631                         *CURRENT SURVEY CONTROL
 OG0631  ___________________________________________________________________
 OG0631* NAD 83(1996)-  43 00 31.27487(N)    078 49 19.90740(W)     ADJUSTED  
 OG0631* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 OG0631  ___________________________________________________________________
 OG0631  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OG0631  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OG0631
 OG0631  HORZ ORDER  -  SECOND
 OG0631
 OG0631.The horizontal coordinates were established by classical geodetic methods
 OG0631.and adjusted by the National Geodetic Survey in January 1999..
 OG0631
 OG0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0631
 OG0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0631
 OG0631.The geoid height was determined by GEOID03.
 OG0631
 OG0631;                    North         East     Units Scale Factor Converg.
 OG0631;SPC NY W     -   334,162.772   330,526.824   MT  0.99994216   -0 09 46.6
 OG0631;SPC NY W     - 1,096,332.36  1,084,403.42   sFT  0.99994216   -0 09 46.6
 OG0631;UTM  17      - 4,764,080.945   677,487.204   MT  0.99998755   +1 29 09.2
 OG0631
 OG0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0631!SPC NY W     -   0.99997796  x   0.99994216  =   0.99992012
 OG0631!UTM  17      -   0.99997796  x   0.99998755  =   0.99996551
 OG0631
 OG0631:                Primary Azimuth Mark                     Grid Az
 OG0631:SPC NY W     -  AMH CRE 1 AZ MK B                        184 03 06.8
 OG0631:UTM  17      -  AMH CRE 1 AZ MK B                        182 24 11.0
 OG0631
 OG0631|---------------------------------------------------------------------|
 OG0631| PID    Reference Object                     Distance      Geod. Az  |
 OG0631|                                                           dddmmss.s |
 OG0631| CZ9656 AMH CRE 1 AZ MK B                                  1835320.2 |
 OG0631| CZ9655 AMH CRE 1 AZ MK A                                  3574855.5 |
 OG0631|---------------------------------------------------------------------|
 OG0631
 OG0631                          SUPERSEDED SURVEY CONTROL
 OG0631
 OG0631  NAD 83(1986)-  43 00 31.28099(N)    078 49 19.90499(W) AD(       ) 2
 OG0631  NAD 27      -  43 00 31.07441(N)    078 49 20.77880(W) AD(       ) 2
 OG0631  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 OG0631
 OG0631.Superseded values are not recommended for survey control.
 OG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0631.See file dsdata.txt to determine how the superseded data were derived.
 OG0631
 OG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7748764081(NAD 83)
 OG0631_MARKER: DD = SURVEY DISK
 OG0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0631
 OG0631  HISTORY     - Date     Condition        Report By
 OG0631  HISTORY     - 1972     MONUMENTED       NY-029
 OG0631  HISTORY     - 20040628 MARK NOT FOUND   GEOCAC
 OG0631
 OG0631                          STATION DESCRIPTION
 OG0631
 OG0631'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0631'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2.5 MILES EAST OF THE
 OG0631'CITY OF TONAWANDA.  IT IS ALSO 0.1 MILES SOUTH OF THE CROSSING
 OG0631'OF THE LEHIGH VALLEY RAILROAD AND NIAGARA FALLS BLVD.  (U.S. RTE
 OG0631'62) IN AMHERST.
 OG0631'
 OG0631'TO REACH FROM THE INTERSECTION OF NIAGARA FALLS
 OG0631'BLVD. (U.S. RTE. 62) AND THE YOUNGMANN EXPRESSWAY (INTERSTATE 290),
 OG0631'GO NORTH ON NIAGARA FALLS BLVD. FOR 0.3 MILES TO STATION ON RIGHT
 OG0631'JUST BEFORE POWER LINE AND RAILROAD CROSSING.
 OG0631'
 OG0631'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0631'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-CRE-1
 OG0631'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0631'
 OG0631'DISTANCE AND DIRECTION FROM STATION
 OG0631'
 OG0631'RP-1 PK NAIL IN POLE NO. NYT 1979 39.15 FEET NE
 OG0631'
 OG0631'RP-2 WEST CORNER OF FOUNDATION OF SUBSTATION BUILDING 119.3
 OG0631'FEET NE
 OG0631'
 OG0631'RP-3 NORTHWEST CORNER OF BRICK BUILDING NO. 2005 116.9 FEET SE
 OG0631'
 OG0631'RP-4 NORTHEAST CORNER OF EYE-BEAM GUARDRAIL POST 1.52 FEET SW
 OG0631'
 OG0631'RP-5 NEAR EDGE OF METAL WITNESS POST 1.50 FEET NE
 OG0631'
 OG0631'RP-6 NEAR EDGE OF METAL GUARD RAIL 1.2 FEET S
 OG0631'
 OG0631'RP-7 CENTERLINE OF NIAGARA FALLS BLVD.  32.4 FEET W
 OG0631'
 OG0631'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0631'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-CRE-1
 OG0631'AZ. A 1972.
 OG0631'
 OG0631'TO REACH FROM AMH-CRE-1, GO NORTH ON NIAGARA FALLS
 OG0631'BLVD. (U.S. RTE. 62) FOR 0.25 MILES TO WILLOW RIDGE RD. AND
 OG0631'STATION ON LEFT ON THE EXTENDED CENTERLINE OF WILLOW RIDGE RD.
 OG0631'
 OG0631'DISTANCE AND DIRECTION FROM STATION
 OG0631'
 OG0631'RP-1 CENTERLINE OF NIAGARA FALLS BLVD.  28.0 FEET E
 OG0631'
 OG0631'RP-2 EXTENDED CENTERLINE OF WILLOW RIDGE RD.  7.0 FEET N
 OG0631'
 OG0631'RP-3 NEAR EDGE OF POWER POLE NO. NM 2144 42.1 FEET N
 OG0631'
 OG0631'RP-4 SOUTHEAST CORNER OF HOUSE 108.9 FEET NW
 OG0631'
 OG0631'RP-5 NORTHEAST CORNER OF HOUSE 100.7 FEET SW
 OG0631'
 OG0631'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0631'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-CRE-1
 OG0631'AZ. B 1972.
 OG0631'
 OG0631'TO REACH FROM AMH-CRE-1, GO SOUTH ON NIAGARA FALLS BLVD. FOR
 OG0631'0.25 MILES TO STATION ON RIGHT, IN FRONT OF BUILDING NO. 1868.
 OG0631'
 OG0631'DISTANCE AND DIRECTION FROM STATION
 OG0631'
 OG0631'RP-1 EXTENDED SOUTHLINE OF EXIT RAMP FROM INTERSTATE 290 ON EAST
 OG0631'SIDE OF NIAGARA FALL BLVD.--130.0 FEET N
 OG0631'
 OG0631'RP-2 SOUTHEAST CORNER OF BUILDING NO. 1868 80.9 FEET SW
 OG0631'
 OG0631'RP-3 NORTHEAST CORNER OF BUILDING NO. 1868 84.5 FEET NW
 OG0631'
 OG0631'RP-4 SOUTHEAST CORNER OF BUILDING NO. 1876 59.9 FEET N
 OG0631
 OG0631                          STATION RECOVERY (2004)
 OG0631
 OG0631'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 OG0631'STATION MARK AND BOTH AZIMUTH MARKS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1160 ***********************************************************************
 NC1160  DESIGNATION -  AMH DEK 1
 NC1160  PID         -  NC1160
 NC1160  STATE/COUNTY-  NY/ERIE
 NC1160  USGS QUAD   -  ORCHARD PARK (1965)
 NC1160
 NC1160                         *CURRENT SURVEY CONTROL
 NC1160  ___________________________________________________________________
 NC1160* NAD 83(1996)-  42 57 45.45065(N)    078 44 43.58243(W)     ADJUSTED  
 NC1160* NAVD 88     -       204.     (meters)     669.     (feet)  VERTCON   
 NC1160  ___________________________________________________________________
 NC1160  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 NC1160  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC1160
 NC1160  HORZ ORDER  -  SECOND
 NC1160
 NC1160.The horizontal coordinates were established by classical geodetic methods
 NC1160.and adjusted by the National Geodetic Survey in January 1999..
 NC1160
 NC1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1160
 NC1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1160
 NC1160.The geoid height was determined by GEOID03.
 NC1160
 NC1160;                    North         East     Units Scale Factor Converg.
 NC1160;SPC NY W     -   329,030.982   336,774.518   MT  0.99993965   -0 06 37.7
 NC1160;SPC NY W     - 1,079,495.81  1,104,901.06   sFT  0.99993965   -0 06 37.7
 NC1160;UTM  17      - 4,759,130.669   683,880.300   MT  1.00001597   +1 32 13.1
 NC1160
 NC1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1160!SPC NY W     -   0.99997354  x   0.99993965  =   0.99991319
 NC1160!UTM  17      -   0.99997354  x   1.00001597  =   0.99998951
 NC1160
 NC1160:                Primary Azimuth Mark                     Grid Az
 NC1160:SPC NY W     -  AMH DEK 1 AZ MK A                        073 19 12.6
 NC1160:UTM  17      -  AMH DEK 1 AZ MK A                        071 40 21.8
 NC1160
 NC1160|---------------------------------------------------------------------|
 NC1160| PID    Reference Object                     Distance      Geod. Az  |
 NC1160|                                                           dddmmss.s |
 NC1160| CZ9657 AMH DEK 1 AZ MK A                                  0731234.9 |
 NC1160| CZ9658 AMH DEK 1 AZ MK B                                  2605727.3 |
 NC1160|---------------------------------------------------------------------|
 NC1160
 NC1160                          SUPERSEDED SURVEY CONTROL
 NC1160
 NC1160  NAD 83(1986)-  42 57 45.45674(N)    078 44 43.57990(W) AD(       ) 2
 NC1160  NAD 27      -  42 57 45.24776(N)    078 44 44.46544(W) AD(       ) 2
 NC1160  NGVD 29 (07/19/86)  204.     (m)          669.     (f) VERT ANG       
 NC1160
 NC1160.Superseded values are not recommended for survey control.
 NC1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1160.See file dsdata.txt to determine how the superseded data were derived.
 NC1160
 NC1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8388059131(NAD 83)
 NC1160_MARKER: DD = SURVEY DISK
 NC1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1160
 NC1160  HISTORY     - Date     Condition        Report By
 NC1160  HISTORY     - 1972     MONUMENTED       NY-029
 NC1160  HISTORY     - 1989     GOOD             USPSQD
 NC1160  HISTORY     - 19910610 GOOD             USPSQD
 NC1160
 NC1160                          STATION DESCRIPTION
 NC1160
 NC1160'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1160'STATION IS LOCATED IN TOWN OF AMHERST IN THE VILLAGE OF
 NC1160'WILLIAMSVILLE.
 NC1160'
 NC1160'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE,
 NC1160'GO NEXT DOOR TO THE WILLIAMSVILLE BRANCH OF THE AMHERST LIBRARY
 NC1160'AND STATION AT THE SOUTHEAST INTERSECTION OF SIDEWALKS.
 NC1160'
 NC1160'STATION MARK IS A STANDARD ERIE COUNTY DISK IN A ROUND CONCRETE
 NC1160'POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-DEK-1 1972.
 NC1160'
 NC1160'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1160'
 NC1160'DISTANCE AND DIRECTION FROM STATION
 NC1160'
 NC1160'RP-1 SOUTH EDGE OF EAST-WEST WALK 0.57 FEET N
 NC1160'
 NC1160'RP-2 EAST EDGE OF NORTH-SOUTH WALK 0.57 FEET W
 NC1160'
 NC1160'RP-3 CURB LINE ON SOUTH SIDE OF MAIN ST.  11.7 FEET N
 NC1160'
 NC1160'RP-4 NORTHEAST CORNER OF LIBRARY 46.45 FEET SE
 NC1160'
 NC1160'RP-5 NORTHEAST CORNER OF LIBRARY STEP 29.90 FEET S
 NC1160'
 NC1160'RP-6 NORTHEAST CORNER OF LIBRARY 49.59 FEET SW
 NC1160'
 NC1160'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1160'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1160'AMH-DEK-1 AZ. A 1972.
 NC1160'
 NC1160'TO REACH FROM AMH-DEK-1, GO EAST ON MAIN STREET FOR 0.2 MILES
 NC1160'TO STATION ON LEFT BETWEEN HOUSES NOS. 5680 AND 5684.
 NC1160'
 NC1160'DISTANCE AND DIRECTION FROM STATION.
 NC1160'
 NC1160'RP-1 FACE OF CURB ON NORTH SIDE OF MAIN ST.  1.5 FEET S
 NC1160'
 NC1160'RP-2 FACE OF 8 IN MAPLE TREE 4.6 FEET NE
 NC1160'
 NC1160'RP-3 SOUTH EDGE OF EAST-WEST WALK 8.0 FEET N
 NC1160'
 NC1160'RP-4 SOUTHEAST CORNER OF BLDG. NO. 5674 45.8 FEET NW
 NC1160'
 NC1160'RP-5 EAST EDGE OF WALK TO BLDG. NO. 5674 56.3 FEET W
 NC1160'
 NC1160'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1160'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1160'AMH-DEK-1 AZ. B 1972.
 NC1160'
 NC1160'TO REACH FROM AMH-DEK-1, GO WEST ON MAIN ST. FOR 0.25 MILES TO
 NC1160'STATION ON RIGHT IN FRONT OF BLDG. NO. 5444, THE RED GIANT REALTORS.
 NC1160'
 NC1160'DISTANCE AND DIRECTION FROM STATION
 NC1160'
 NC1160'RP-1 SOUTHEAST CORNER OF BLDG. NO. 5436 29.96 FEET W
 NC1160'
 NC1160'RP-2 SOUTHWEST CORNER OF WEST STONE PORCH PILLAR ON HOUSE
 NC1160'NO. 5444 38.20 FEET NW
 NC1160'
 NC1160'RP-3 SOUTHEAST CORNER OF EAST STONE PORCH PILLAR ON HOUSE
 NC1160'NO. 5444 38.31 FEET NE
 NC1160'
 NC1160'RP-4 SOUTHWEST CORNER OF BLDG. NO. 5454 40.35 FEET E
 NC1160'
 NC1160'RP-5 FACE OF CURB OF NORTH SIDE OF MAIN ST.  1.50 FEET S
 NC1160'
 NC1160'RP-6 CENTERLINE OF MAIN STREET 35.1 FEET S
 NC1160
 NC1160                          STATION RECOVERY (1989)
 NC1160
 NC1160'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1160'RECOVERED IN GOOD CONDITION.
 NC1160
 NC1160                          STATION RECOVERY (1991)
 NC1160
 NC1160'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1156 ***********************************************************************
 NC1156  DESIGNATION -  AMH DEK 2
 NC1156  PID         -  NC1156
 NC1156  STATE/COUNTY-  NY/ERIE
 NC1156  USGS QUAD   -  ORCHARD PARK (1965)
 NC1156
 NC1156                         *CURRENT SURVEY CONTROL
 NC1156  ___________________________________________________________________
 NC1156* NAD 83(1996)-  42 57 06.66343(N)    078 44 39.37518(W)     ADJUSTED  
 NC1156* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 NC1156  ___________________________________________________________________
 NC1156  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 NC1156  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 NC1156
 NC1156  HORZ ORDER  -  SECOND
 NC1156
 NC1156.The horizontal coordinates were established by classical geodetic methods
 NC1156.and adjusted by the National Geodetic Survey in January 1999..
 NC1156
 NC1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1156
 NC1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1156
 NC1156.The geoid height was determined by GEOID03.
 NC1156
 NC1156;                    North         East     Units Scale Factor Converg.
 NC1156;SPC NY W     -   327,833.944   336,867.574   MT  0.99993962   -0 06 34.8
 NC1156;SPC NY W     - 1,075,568.53  1,105,206.37   sFT  0.99993962   -0 06 34.8
 NC1156;UTM  17      - 4,757,936.710   684,007.738   MT  1.00001655   +1 32 14.8
 NC1156
 NC1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1156!SPC NY W     -   0.99997197  x   0.99993962  =   0.99991159
 NC1156!UTM  17      -   0.99997197  x   1.00001655  =   0.99998852
 NC1156
 NC1156:                Primary Azimuth Mark                     Grid Az
 NC1156:SPC NY W     -  LANCASTER CO WATER AUTH TANK             114 53 21.7
 NC1156:UTM  17      -  LANCASTER CO WATER AUTH TANK             113 14 32.1
 NC1156
 NC1156|---------------------------------------------------------------------|
 NC1156| PID    Reference Object                     Distance      Geod. Az  |
 NC1156|                                                           dddmmss.s |
 NC1156| NC1194 LANCASTER CO WATER AUTH TANK        APPROX. 4.4 KM 1144646.9 |
 NC1156| CZ9659 AMH DEK 2 AZ MK A                                  2733056.9 |
 NC1156| NC1165 WILLIAMSVILLE SS PETER PAUL CH      APPROX. 1.2 KM 3411437.2 |
 NC1156|---------------------------------------------------------------------|
 NC1156
 NC1156                          SUPERSEDED SURVEY CONTROL
 NC1156
 NC1156  NAD 83(1986)-  42 57 06.66953(N)    078 44 39.37261(W) AD(       ) 2
 NC1156  NAD 27      -  42 57 06.46023(N)    078 44 40.25871(W) AD(       ) 2
 NC1156  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 NC1156
 NC1156.Superseded values are not recommended for survey control.
 NC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1156.See file dsdata.txt to determine how the superseded data were derived.
 NC1156
 NC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8400857937(NAD 83)
 NC1156_MARKER: DD = SURVEY DISK
 NC1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1156
 NC1156  HISTORY     - Date     Condition        Report By
 NC1156  HISTORY     - 1972     MONUMENTED       NY-029
 NC1156  HISTORY     - 1989     GOOD             USPSQD
 NC1156
 NC1156                          STATION DESCRIPTION
 NC1156
 NC1156'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1156'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 0.7 MILES SOUTH OF
 NC1156'THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 0.25 MILES WEST OF THE
 NC1156'CROSSING OF THE LEHIGH VALLEY RR WITH INTERSTATE 90 (NY THRUWAY).
 NC1156'
 NC1156'TO REACH FROM THE VILLAGE HALL ON MAIN STREET IN WILLIAMSVILLE
 NC1156'GO WEST ON MAIN ST. FOR 0.05 MILES TO CAYUGA RD.  TURN LEFT AND
 NC1156'GO SOUTH ON CAYUGA RD. FOR 0.75 MILES TO INTERSTATE 90 AND
 NC1156'STATION ON LEFT AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 NC1156'
 NC1156'STATION MARK IS A STANDARD ERIE COUNTY DISK IN A ROUND CONCRETE
 NC1156'POST 1 INCH ABOVE GROUND.  THE DISK IS STAMPED AMH-DEK-2 1972.
 NC1156'
 NC1156'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1156'
 NC1156'AZIMUTH MARK TO NORTHWEST IS THE CENTERLINE OF THE BASE OF THE
 NC1156'CROSS ON THE SPIRE ATOP STS. PETER AND PAUL R.C. CHURCH ON GLEN
 NC1156'AVE. NEAR MAIN ST. IN WILLIAMSVILLE.
 NC1156'
 NC1156'AZIMUTH MARK TO SOUTHEAST IS THE CENTERLINE OF THE VENT ATOP
 NC1156'THE WIDE, ELEVATED WATER TANK, WHICH IS APPROX. 600 FEET NORTHEAST
 NC1156'OF THE INTERSECTION OF TRANSIT ROAD AND PLEASANT VIEW DRIVE.  TANK
 NC1156'IS PAINTED RED AND WHITE ABOVE AND GREEN BELOW.  TANK IS IN
 NC1156'TOWN OF LANCASTER.
 NC1156'
 NC1156'DISTANCE AND DIRECTION FROM STATION
 NC1156'
 NC1156'RP-1 SOUTH RANGE LINE OF EAST ABUTMENT OF INTERSTATE 90 BRIDGE
 NC1156'OVER CAYUGA RD.  1.7 FEET N
 NC1156'
 NC1156'RP-2 SOUTHEAST CORNER OF EAST ABUTMENT 9.14 FEET W
 NC1156'
 NC1156'RP-3 BACK EDGE OF METAL GUARD RAIL 2.70 FEET S
 NC1156'
 NC1156'RP-4 SOUTHWEST CORNER OF SECOND GUARD RAIL POST EAST OF BRIDGE
 NC1156'4.98 FEET N
 NC1156'
 NC1156'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1156'IN THE BRIDGE SIDEWALK AT THE NORTHWEST CORNER OF THE UNION
 NC1156'ROAD BRIDGE OVER THE N.Y. THRUWAY (INTERSTATE 90).  THE DISK IS
 NC1156'STAMPED AMH-DEK-2 AZ. A 1972.
 NC1156'
 NC1156'TO REACH FROM AMH-DEK-2, GO SOUTH ON CAYUGA RD. FOR 0.2 MILES
 NC1156'TO WEHRLE DRIVE.  TURN RIGHT AND GO WEST ON WEHRLE DRIVE FOR 0.5
 NC1156'MILES TO UNION ROAD.  TURN RIGHT AND GO NORTH ON UNION RD. FOR
 NC1156'0.2 MILES TO STATION ON LEFT.
 NC1156'
 NC1156'DISTANCE AND DIRECTION FROM STATION
 NC1156'
 NC1156'RP-1 NORTH ABUTMENT JOINT OF BRIDGE OVER INTERSTATE 90 2.6
 NC1156'FEET S
 NC1156'
 NC1156'RP-2 NORTH END OF BRIDGE WALK ON WEST SIDE-8.6 FEET N
 NC1156'
 NC1156'RP-3 FACE OF CURB ON WEST SIDE ON UNION RD.-2.9 FEET E
 NC1156'
 NC1156'RP-4 EAST FACE OF WEST BRIDGE WALL 2.2 FEET W
 NC1156
 NC1156                          STATION RECOVERY (1989)
 NC1156
 NC1156'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLS)
 NC1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1418 ***********************************************************************
 NC1418  DESIGNATION -  AMH DEK 3
 NC1418  PID         -  NC1418
 NC1418  STATE/COUNTY-  NY/ERIE
 NC1418  USGS QUAD   -  BUFFALO NE (1965)
 NC1418
 NC1418                         *CURRENT SURVEY CONTROL
 NC1418  ___________________________________________________________________
 NC1418* NAD 83(1996)-  42 58 41.85416(N)    078 46 51.62615(W)     ADJUSTED  
 NC1418* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 NC1418  ___________________________________________________________________
 NC1418  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 NC1418  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 NC1418
 NC1418  HORZ ORDER  -  SECOND
 NC1418
 NC1418.The horizontal coordinates were established by classical geodetic methods
 NC1418.and adjusted by the National Geodetic Survey in January 1999..
 NC1418
 NC1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1418
 NC1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1418
 NC1418.The geoid height was determined by GEOID03.
 NC1418
 NC1418;                    North         East     Units Scale Factor Converg.
 NC1418;SPC NY W     -   330,777.636   333,876.809   MT  0.99994070   -0 08 05.1
 NC1418;SPC NY W     - 1,085,226.29  1,095,394.16   sFT  0.99994070   -0 08 05.1
 NC1418;UTM  17      - 4,760,793.397   680,933.363   MT  1.00000275   +1 30 47.3
 NC1418
 NC1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1418!SPC NY W     -   0.99997622  x   0.99994070  =   0.99991692
 NC1418!UTM  17      -   0.99997622  x   1.00000275  =   0.99997897
 NC1418
 NC1418:                Primary Azimuth Mark                     Grid Az
 NC1418:SPC NY W     -  AMH DEK 3 AZ MK A                        093 04 49.3
 NC1418:UTM  17      -  AMH DEK 3 AZ MK A                        091 25 56.9
 NC1418
 NC1418|---------------------------------------------------------------------|
 NC1418| PID    Reference Object                     Distance      Geod. Az  |
 NC1418|                                                           dddmmss.s |
 NC1418| CZ9660 AMH DEK 3 AZ MK A                                  0925644.2 |
 NC1418|---------------------------------------------------------------------|
 NC1418
 NC1418                          SUPERSEDED SURVEY CONTROL
 NC1418
 NC1418  NAD 83(1986)-  42 58 41.86021(N)    078 46 51.62366(W) AD(       ) 2
 NC1418  NAD 27      -  42 58 41.65243(N)    078 46 52.50426(W) AD(       ) 2
 NC1418  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 NC1418
 NC1418.Superseded values are not recommended for survey control.
 NC1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1418.See file dsdata.txt to determine how the superseded data were derived.
 NC1418
 NC1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8093360793(NAD 83)
 NC1418_MARKER: DD = SURVEY DISK
 NC1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1418
 NC1418  HISTORY     - Date     Condition        Report By
 NC1418  HISTORY     - 1972     MONUMENTED       NY-029
 NC1418  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NC1418
 NC1418                          STATION DESCRIPTION
 NC1418
 NC1418'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1418'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2 MILES NORTHWEST
 NC1418'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 1.5 MILES NORTHEAST
 NC1418'OF EGGERTSVILLE.
 NC1418'
 NC1418'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE, GO
 NC1418'WEST ON MAIN ST. (NY RTE. 5) FOR 2.0 MILES TO HARLEM ROAD.  TURN
 NC1418'RIGHT AND GO NORTH ON HARLEM RD. FOR 1 MILE TO SHERIDAN DRIVE.
 NC1418'TURN RIGHT AND GO EAST ON SHERIDAN DRIVE FOR 0.15 MILES TO STATION
 NC1418'ON RIGHT AT TOP OF RAILROAD EMBANKMENT ON THE EAST SIDE OF
 NC1418'THE LEHIGH VALLEY RAILROAD.
 NC1418'
 NC1418'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1418'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-DEK-3
 NC1418'1972.
 NC1418'
 NC1418'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1418'
 NC1418'AZIMUTH MARK TO WEST WAS THE CENTERLINE OF ROD ON TOP OF THE
 NC1418'RADIO MAST AT THE HOUSE OF CORVETTES, COLLISION AND REPAIR INC. AT
 NC1418'3766 SHERIDAN DRIVE IN THE TOWN OF AMHERST.
 NC1418'
 NC1418'DISTANCE AND DIRECTION FROM STATION
 NC1418'
 NC1418'RP-1 CHISELED CROSS ON IRON RIVET AT SOUTH END OF WEST RR BRIDGE
 NC1418'GIRDER 78.41 FEET NW
 NC1418'
 NC1418'RP-2 CHISELED CROSS ON IRON RIVET AT SOUTH END OF EAST RR BRIDGE
 NC1418'GIRDER 37.30 FEET NW
 NC1418'
 NC1418'RP-3 CHISELED CROSS ON SOUTH END OF INSIDE SAFETY RAIL 32.50
 NC1418'FEET S
 NC1418'
 NC1418'RP-4 CENTERLINE BETWEEN RAILS 9.4 FEET SW
 NC1418'
 NC1418'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1418'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-DEK-3
 NC1418'AZ. A 1972.
 NC1418'
 NC1418'TO REACH FROM AMH-DEK-3, GO EAST ON SHERIDAN DRIVE FOR 0.3 MILES
 NC1418'TO FENWICK ST. AND STATION ON RIGHT AT THE SOUTHWEST CORNER OF
 NC1418'THE INTERSECTION.
 NC1418'
 NC1418'DISTANCE AND DIRECTION FROM STATION
 NC1418'
 NC1418'RP-1 CENTERLINE OF STORM MANHOLE 19.10 FEET SW
 NC1418'
 NC1418'RP-2 CENTERLINE OF SHERIDAN DRIVE 47.6 FEET N
 NC1418'
 NC1418'RP-3 CENTERLINE OF FENWICK ST.  27.7 FEET E
 NC1418'
 NC1418'RP-4 NORTHWEST CORNER OF END OF WALK 1.83 FEET SE
 NC1418'
 NC1418'RP-5 CENTER OF SANITARY MANHOLE 13.22 FEET SE
 NC1418
 NC1418                          STATION RECOVERY (1989)
 NC1418
 NC1418'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0554 ***********************************************************************
 OG0554  DESIGNATION -  AMH FLO 1
 OG0554  PID         -  OG0554
 OG0554  STATE/COUNTY-  NY/ERIE
 OG0554  USGS QUAD   -  
 OG0554
 OG0554                         *CURRENT SURVEY CONTROL
 OG0554  ___________________________________________________________________
 OG0554* NAD 83(1996)-  43 02 04.01843(N)    078 43 42.88200(W)     ADJUSTED  
 OG0554* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 OG0554  ___________________________________________________________________
 OG0554  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 OG0554  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OG0554
 OG0554  HORZ ORDER  -  SECOND
 OG0554
 OG0554.The horizontal coordinates were established by classical geodetic methods
 OG0554.and adjusted by the National Geodetic Survey in January 1999..
 OG0554
 OG0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0554
 OG0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0554
 OG0554.The geoid height was determined by GEOID03.
 OG0554
 OG0554;                    North         East     Units Scale Factor Converg.
 OG0554;SPC NY W     -   337,007.136   338,163.940   MT  0.99993922   -0 05 56.8
 OG0554;SPC NY W     - 1,105,664.25  1,109,459.53   sFT  0.99993922   -0 05 56.8
 OG0554;UTM  17      - 4,767,144.128   685,039.775   MT  1.00002123   +1 33 02.0
 OG0554
 OG0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0554!SPC NY W     -   0.99997765  x   0.99993922  =   0.99991687
 OG0554!UTM  17      -   0.99997765  x   1.00002123  =   0.99999887
 OG0554
 OG0554:                Primary Azimuth Mark                     Grid Az
 OG0554:SPC NY W     -  AMH FLO 1 AZ MK A                        087 51 48.1
 OG0554:UTM  17      -  AMH FLO 1 AZ MK A                        086 12 49.3
 OG0554
 OG0554|---------------------------------------------------------------------|
 OG0554| PID    Reference Object                     Distance      Geod. Az  |
 OG0554|                                                           dddmmss.s |
 OG0554| CZ9661 AMH FLO 1 AZ MK A                                  0874551.3 |
 OG0554| CZ9662 AMH FLO 1 AZ MK B                                  2711753.3 |
 OG0554|---------------------------------------------------------------------|
 OG0554
 OG0554                          SUPERSEDED SURVEY CONTROL
 OG0554
 OG0554  NAD 83(1986)-  43 02 04.02468(N)    078 43 42.87963(W) AD(       ) 2
 OG0554  NAD 27      -  43 02 03.81677(N)    078 43 43.76442(W) AD(       ) 2
 OG0554  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 OG0554
 OG0554.Superseded values are not recommended for survey control.
 OG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0554.See file dsdata.txt to determine how the superseded data were derived.
 OG0554
 OG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8504067144(NAD 83)
 OG0554_MARKER: DD = SURVEY DISK
 OG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0554_STAMPING: AMH FLO 1 1972
 OG0554_MARK LOGO: NY-029
 OG0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0554+STABILITY: SURFACE MOTION
 OG0554
 OG0554  HISTORY     - Date     Condition        Report By
 OG0554  HISTORY     - 1972     MONUMENTED       NY-029
 OG0554  HISTORY     - 19941017 GOOD             LOCENG
 OG0554
 OG0554                          STATION DESCRIPTION
 OG0554
 OG0554'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0554'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2 MILES NORTHEAST
 OG0554'OF THE COMMUNITY OF GETZVILLE.  IT IS ALSO 5 MILES NORTH OF THE
 OG0554'VILLAGE OF WILLIAMSVILLE.
 OG0554'
 OG0554'TO REACH FROM THE INTERSECTION N.Y. RTE. 356 AND N.Y. RTE. 270
 OG0554'IN GETZVILLE, GO EAST ON RTE. 356 (DODGE ROAD) FOR 0.4 MILES TO
 OG0554'N.Y. RTE. 263 (MILLERSPORT HWY.) TURN LEFT AND GO NORTHEAST ON
 OG0554'RTE. 263 FOR 1 MILE TO NORTH FRENCH RD.  TURN RIGHT AND GO EAST
 OG0554'ON NORTH FRENCH RD. FOR 1 MILE TO STATION ON RIGHT IN FRONT OF
 OG0554'THE DODGE SCHOOL.
 OG0554'
 OG0554'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0554'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-FLO-1
 OG0554'1972.
 OG0554'
 OG0554'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0554'
 OG0554'DISTANCE AND DIRECTION FROM STATION
 OG0554'
 OG0554'RP-1 CENTERLINE OF NORTH FRENCH ROAD 19.8 FEET N
 OG0554'
 OG0554'RP-2 CENTER OF SANITARY MANHOLE 85.35 FEET SE
 OG0554'
 OG0554'RP-3 NORTHWEST CORNER OF NORTHWING OF THE DODGE SCHOOL 237.45
 OG0554'FEET S
 OG0554'
 OG0554'RP-4 PK NAIL IN POLE NO. NYT 2579 36.23 FEET SW
 OG0554'
 OG0554'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0554'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0554'AMH-FLO-1 AZ. A 1972.
 OG0554'
 OG0554'TO REACH FROM AMH-FLO-1, GO EAST ON NORTH FRENCH ROAD FOR 0.2
 OG0554'MILES TO DODGE RD. AND STATION ON LEFT AT THE NORTHEAST CORNER
 OG0554'OF THE INTERSECTION.
 OG0554'
 OG0554'DISTANCE AND DIRECTION FROM STATION
 OG0554'
 OG0554'RP-1 NORTHWEST CORNER OF WHITE GARAGE FOR CORNER HOUSE 84.41
 OG0554'FEET S
 OG0554'
 OG0554'RP-2 CENTERLINE OF NORTH FRENCH ROAD 25.8 FEET S
 OG0554'
 OG0554'RP-3 SOUTHEAST CORNER OF CONCRETE PORCH ON HOUSE NO. 2006 114.20
 OG0554'FEET NW
 OG0554'
 OG0554'RP-4 CENTER OF SANITARY MANHOLE IN CONCRETE WALK TO HOUSE
 OG0554'NO. 2006 76.39 FEET NW
 OG0554'
 OG0554'RP-5 CENTERLINE OF DODGE ROAD 36.7 FEET W
 OG0554'
 OG0554'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0554'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-FLO-1
 OG0554'AZ. B 1972.
 OG0554'
 OG0554'TO REACH FROM AMH-FLO-1, GO WEST ON NORTH FRENCH RD. FOR 0.5
 OG0554'MILES TO HOPKINS ROAD AND STATION ON RIGHT AT NORTHWEST CORNER OF
 OG0554'INTERSECTION.
 OG0554'
 OG0554'DISTANCE AND DIRECTION FROM STATION
 OG0554'
 OG0554'RP-1 CENTER OF TOP NUT ON FIRE HYDRANT 77.78 FEET NE
 OG0554'
 OG0554'RP-2 CENTERLINE OF HOPKINS ROAD 35.4 FEET E
 OG0554'
 OG0554'RP-3 CENTER OF SANITARY MANHOLE 111.03 FEET SE
 OG0554'
 OG0554'RP-4 CENTERLINE OF NORTH FRENCH RD.  20.5 FEET S
 OG0554'
 OG0554'RP-5 CENTER OF SANITARY MANHOLE 77.44 FEET S
 OG0554
 OG0554                          STATION RECOVERY (1994)
 OG0554
 OG0554'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (MAF)
 OG0554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0629 ***********************************************************************
 OG0629  DESIGNATION -  AMH FLO 2
 OG0629  PID         -  OG0629
 OG0629  STATE/COUNTY-  NY/ERIE
 OG0629  USGS QUAD   -  
 OG0629
 OG0629                         *CURRENT SURVEY CONTROL
 OG0629  ___________________________________________________________________
 OG0629* NAD 83(1996)-  43 01 27.05435(N)    078 45 22.78731(W)     ADJUSTED  
 OG0629* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 OG0629  ___________________________________________________________________
 OG0629  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 OG0629  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OG0629
 OG0629  HORZ ORDER  -  SECOND
 OG0629
 OG0629.The horizontal coordinates were established by classical geodetic methods
 OG0629.and adjusted by the National Geodetic Survey in January 1999..
 OG0629
 OG0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0629
 OG0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0629
 OG0629.The geoid height was determined by GEOID03.
 OG0629
 OG0629;                    North         East     Units Scale Factor Converg.
 OG0629;SPC NY W     -   335,870.809   335,900.113   MT  0.99993994   -0 07 04.9
 OG0629;SPC NY W     - 1,101,936.15  1,102,032.29   sFT  0.99993994   -0 07 04.9
 OG0629;UTM  17      - 4,765,943.015   682,809.425   MT  1.00001114   +1 31 52.7
 OG0629
 OG0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0629!SPC NY W     -   0.99997780  x   0.99993994  =   0.99991774
 OG0629!UTM  17      -   0.99997780  x   1.00001114  =   0.99998894
 OG0629
 OG0629:                Primary Azimuth Mark                     Grid Az
 OG0629:SPC NY W     -  AMH FLO 2 AZ MK A                        083 12 29.9
 OG0629:UTM  17      -  AMH FLO 2 AZ MK A                        081 33 32.3
 OG0629
 OG0629|---------------------------------------------------------------------|
 OG0629| PID    Reference Object                     Distance      Geod. Az  |
 OG0629|                                                           dddmmss.s |
 OG0629| CZ9663 AMH FLO 2 AZ MK A                                  0830525.0 |
 OG0629| CZ9664 AMH FLO 2 AZ MK B                                  2695558.6 |
 OG0629|---------------------------------------------------------------------|
 OG0629
 OG0629                          SUPERSEDED SURVEY CONTROL
 OG0629
 OG0629  NAD 83(1986)-  43 01 27.06055(N)    078 45 22.78490(W) AD(       ) 2
 OG0629  NAD 27      -  43 01 26.85296(N)    078 45 23.66673(W) AD(       ) 2
 OG0629  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 OG0629
 OG0629.Superseded values are not recommended for survey control.
 OG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0629.See file dsdata.txt to determine how the superseded data were derived.
 OG0629
 OG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8280965943(NAD 83)
 OG0629_MARKER: DD = SURVEY DISK
 OG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0629
 OG0629  HISTORY     - Date     Condition        Report By
 OG0629  HISTORY     - 1972     MONUMENTED       NY-029
 OG0629  HISTORY     - 1988     GOOD             LOCSUR
 OG0629  HISTORY     - 19960615 GOOD             USPSQD
 OG0629
 OG0629                          STATION DESCRIPTION
 OG0629
 OG0629'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0629'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 0.6 MILES EAST OF
 OG0629'THE COMMUNITY OF GETZVILLE.  IT IS ALSO 4.3 MILES NORTH OF THE
 OG0629'VILLAGE OF WILLIAMSVILLE.
 OG0629'
 OG0629'TO REACH FROM THE INTERSECTION OF NY RTE. 356 AND NY RTE. 270
 OG0629'IN GETZVILLE, GO EAST ON RTE. 356 (DODGE RD.) FOR 0.6 MILES TO
 OG0629'HAUSSAUER ROAD AND STATION ON RIGHT AT THE SOUTHEAST CORNER OF
 OG0629'THE INTERSECTION.
 OG0629'
 OG0629'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0629'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-FLO-2
 OG0629'1972.
 OG0629'
 OG0629'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0629'
 OG0629'DISTANCE AND DIRECTION FROM STATION
 OG0629'
 OG0629'RP-1 CENTERLINE OF DODGE RD.  21.4 FEET N
 OG0629'
 OG0629'RP-2 NORTHEAST CORNER OF FOUNDATION OF BETHEL BAPTIST CHURCH
 OG0629'141.12 FEET SE
 OG0629'
 OG0629'RP-3 NORTHWEST CORNER OF BRICK CHURCH SIGN 32.54 FEET SW
 OG0629'
 OG0629'RP-4 CENTERLINE OF HAUSSAUER RD.  42.2 FEET W
 OG0629'
 OG0629'RP-5 SOUTHEAST CORNER OF HOUSE NO. 966 100.91 FEET NW
 OG0629'
 OG0629'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0629'CONCRETE POST FLUSH WITH GROUND.  THE DISK IS STAMPED AMH-FLO-2
 OG0629'AZ. A 1972.  STATION IS ON CENTERLINE OF DRIVE THAT WILL PROBABLY
 OG0629'BE PAVED IN FUTURE.
 OG0629'
 OG0629'TO REACH FROM AMH-FLO-2, GO EAST ON DODGE RD. FOR 0.15 MILES TO
 OG0629'MILLER RD.  TURN LEFT AND GO NORTH FOR 85 FEET TO STATION ON
 OG0629'RIGHT AT DRIVEWAY TO CORNER HOUSE.
 OG0629'
 OG0629'DISTANCE AND DIRECTION FROM STATION
 OG0629'
 OG0629'RP-1 NORTHWEST CORNER OF FOUNDATION OF CORNER HOUSE 60.55
 OG0629'FEET NE
 OG0629'
 OG0629'RP-2 SOUTHWEST CORNER OF FOUNDATION OF CORNER HOUSE 78.75
 OG0629'FEET SE
 OG0629'
 OG0629'RP-3 CENTERLINE OF DODGE ROAD 84.5 FEET S
 OG0629'
 OG0629'RP-4 CENTER OF SANITARY MANHOLE 45.9 FEET SW
 OG0629'
 OG0629'RP-5 CENTERLINE OF MILLER ROAD 16.1 FEET W
 OG0629'
 OG0629'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0629'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-FLO-2
 OG0629'AZ. B 1972.
 OG0629'
 OG0629'TO REACH FROM AMH-FLO-2, GO WEST ON DODGE ROAD FOR 0.35 MILES
 OG0629'TO STATION ON LEFT AT CULVERT CROSSING.
 OG0629'
 OG0629'DISTANCE AND DIRECTION FROM STATION
 OG0629'
 OG0629'RP-1 CENTERLINE OF DODGE ROAD 19.4 FEET N
 OG0629'
 OG0629'RP-2 SOUTHWEST CORNER OF FOUNDATION OF GETZVILLE COMMUNITY
 OG0629'CHURCH AT CORNERSTONE 161.03 FEET NE
 OG0629'
 OG0629'RP-3 CENTER OF SANITARY MANHOLE 86.14 FEET NE
 OG0629'
 OG0629'RP-4 NORTHWEST CORNER OF 2-STORY GREEN HOUSE FOUNDATION 116.20
 OG0629'FEET SE
 OG0629'
 OG0629'RP-5 CENTERLINE OF CULVERT 13.6 FEET W
 OG0629
 OG0629                          STATION RECOVERY (1988)
 OG0629
 OG0629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (ODG)
 OG0629'RECOVERED IN GOOD CONDITION.
 OG0629
 OG0629                          STATION RECOVERY (1996)
 OG0629
 OG0629'RECOVERY NOTE BY US POWER SQUADRON 1996
 OG0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1187 ***********************************************************************
 NC1187  DESIGNATION -  AMH FRA 1
 NC1187  PID         -  NC1187
 NC1187  STATE/COUNTY-  NY/ERIE
 NC1187  USGS QUAD   -  ORCHARD PARK (1965)
 NC1187
 NC1187                         *CURRENT SURVEY CONTROL
 NC1187  ___________________________________________________________________
 NC1187* NAD 83(1996)-  42 57 58.01786(N)    078 42 49.53518(W)     ADJUSTED  
 NC1187* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 NC1187  ___________________________________________________________________
 NC1187  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NC1187  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 NC1187
 NC1187  HORZ ORDER  -  SECOND
 NC1187
 NC1187.The horizontal coordinates were established by classical geodetic methods
 NC1187.and adjusted by the National Geodetic Survey in January 1999..
 NC1187
 NC1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1187
 NC1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1187
 NC1187.The geoid height was determined by GEOID03.
 NC1187
 NC1187;                    North         East     Units Scale Factor Converg.
 NC1187;SPC NY W     -   329,414.272   339,359.724   MT  0.99993889   -0 05 20.0
 NC1187;SPC NY W     - 1,080,753.32  1,113,382.69   sFT  0.99993889   -0 05 20.0
 NC1187;UTM  17      - 4,759,588.164   686,453.630   MT  1.00002770   +1 33 31.2
 NC1187
 NC1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1187!SPC NY W     -   0.99997197  x   0.99993889  =   0.99991086
 NC1187!UTM  17      -   0.99997197  x   1.00002770  =   0.99999966
 NC1187
 NC1187:                Primary Azimuth Mark                     Grid Az
 NC1187:SPC NY W     -  AMH FRA 1 AZ MK A                        097 17 31.4
 NC1187:UTM  17      -  AMH FRA 1 AZ MK A                        095 38 40.2
 NC1187
 NC1187|---------------------------------------------------------------------|
 NC1187| PID    Reference Object                     Distance      Geod. Az  |
 NC1187|                                                           dddmmss.s |
 NC1187| CZ9665 AMH FRA 1 AZ MK A                                  0971211.4 |
 NC1187| NC1151 RNG BUFFALO RADIO BUF               APPROX. 1.3 KM 1991857.4 |
 NC1187|---------------------------------------------------------------------|
 NC1187
 NC1187                          SUPERSEDED SURVEY CONTROL
 NC1187
 NC1187  NAD 83(1986)-  42 57 58.02403(N)    078 42 49.53253(W) AD(       ) 2
 NC1187  NAD 27      -  42 57 57.81449(N)    078 42 50.42196(W) AD(       ) 2
 NC1187  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 NC1187
 NC1187.Superseded values are not recommended for survey control.
 NC1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1187.See file dsdata.txt to determine how the superseded data were derived.
 NC1187
 NC1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8645459588(NAD 83)
 NC1187_MARKER: DD = SURVEY DISK
 NC1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1187
 NC1187  HISTORY     - Date     Condition        Report By
 NC1187  HISTORY     - 1972     MONUMENTED       NY-029
 NC1187  HISTORY     - 1988     GOOD             LOCSUR
 NC1187  HISTORY     - 19910610 GOOD             USPSQD
 NC1187  HISTORY     - 20030815 MARK NOT FOUND   NYDT
 NC1187
 NC1187                          STATION DESCRIPTION
 NC1187
 NC1187'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1187'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 1.7 MILES EAST OF
 NC1187'THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 1.2 MILES NORTHWEST OF
 NC1187'INTERCHANGE 49 ON THE N.Y. THRUWAY (INTERSTATE 90).
 NC1187'
 NC1187'TO REACH FROM THE VILLAGE HALL ON MAIN STREET IN WILLIAMSVILLE,
 NC1187'GO EAST ON MAIN ST. (N.Y. RTE. 5) FOR 1.65 MILES TO STATION ON
 NC1187'LEFT AT THE SHRINE OF THE INFANT OF PRAGUE.
 NC1187'
 NC1187'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1187'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-FRA-1
 NC1187'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1187'
 NC1187'AZIMUTH TO NORTH WAS THE CENTERLINE OF THE STEM ATOP A WATER
 NC1187'TANK THAT IS A WHITE WOOD SHINGLE TOWER 100 FEET EAST OF THE
 NC1187'DIVINE CHILD KINDERGARTEN BUILDING ON THE GROUNDS OF THE DIVINE
 NC1187'CHILD MOTHERHOUSE AT 6380 MAIN ST. IN AMHERST.
 NC1187'
 NC1187'AZIMUTH TO SOUTHWEST WAS THE CENTERLINE OF THE TOP OF THE
 NC1187'RADIO TOWER OF BUFFALO STATION BUF.  TOWER IS THE ONE IN THE
 NC1187'CENTER OF A GROUP OF FIVE MASTS AND THE ONE THAT HAS NO LIGHT ON
 NC1187'TOP.  TOWERS ARE ON THE SOUTH SIDE OF WEHRLE DRIVE AND 0.3 MILES
 NC1187'EAST OF YOUNGS ROAD IN AMHERST.
 NC1187'
 NC1187'DISTANCE AND DIRECTION FROM STATION
 NC1187'
 NC1187'RP-1 SOUTHWEST CORNER OF SECOND STONE PILLAR WEST OF SMALL
 NC1187'PARKING AREA FOR SHRINE 16.72 FEET N
 NC1187'
 NC1187'RP-2 EXTREME WEST CORNER OF SHRINE 127.30 FEET NE
 NC1187'
 NC1187'RP-3 SOUTHWEST CORNER OF FIRST STONE PILLAR WEST OF SMALL
 NC1187'PARKING AREA FOR SHRINE 30.82 FEET NE
 NC1187'
 NC1187'RP-4 CENTERLINE OF MAIN ST.  29.6 FEET S
 NC1187'
 NC1187'RP-5 NEAR EDGE OF POLE NO. NYT 6430 6.42 FEET W
 NC1187'
 NC1187'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1187'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-FRA-1
 NC1187'AZ. A 1972.
 NC1187'
 NC1187'TO REACH FROM AMH-FRA-1, GO EAST ON MAIN ST. (N.Y. RTE. 5) FOR
 NC1187'0.25 MILES TO STATION ON RIGHT NEAR EXIT DRIVE FROM RIDGE COURT.
 NC1187'
 NC1187'DISTANCE AND DIRECTION FROM STATION
 NC1187'
 NC1187'RP-1 CENTERLINE OF MAIN ST.  29.6 FEET N
 NC1187'
 NC1187'RP-2 NEAR EDGE OF 24 IN DIA. MAPLE TREE 22.6 FEET SE
 NC1187'
 NC1187'RP-3 NORTHEAST CORNER OF ERIE AND NIAGARA INSURANCE ASSOCIATION
 NC1187'AT BLDG. NO. 6569 70.47 FEET SE
 NC1187'
 NC1187'RP-4 NORTHWEST CORNER OF ABOVE BLDG. NO. 6569 (STATION IS ALSO
 NC1187'IN LINE WITH WEST EDGE OF BLDG.) 57.35 FEET S
 NC1187'
 NC1187'RP-5 CENTERLINE OF EXIT DRIVE FROM RIDGE COURT 58.7 FEET W
 NC1187
 NC1187                          STATION RECOVERY (1988)
 NC1187
 NC1187'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (OG)
 NC1187'RECOVERED IN GOOD CONDITION.
 NC1187
 NC1187                          STATION RECOVERY (1991)
 NC1187
 NC1187'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1187'RECOVERED IN GOOD CONDITION.
 NC1187
 NC1187                          STATION RECOVERY (2003)
 NC1187
 NC1187'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (TC)
 NC1187'MONUMENT WAS DESTROYED BY 2003 RECONSTRUCTION OF NY RTE. 5 BY THE
 NC1187'DEPARTMENT OF TRANSPORTATION. THE DISC WAS LOST DURING RECONSTRUCTION.
 NC1187' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0630 ***********************************************************************
 OG0630  DESIGNATION -  AMH FRE 1
 OG0630  PID         -  OG0630
 OG0630  STATE/COUNTY-  NY/ERIE
 OG0630  USGS QUAD   -  
 OG0630
 OG0630                         *CURRENT SURVEY CONTROL
 OG0630  ___________________________________________________________________
 OG0630* NAD 83(1996)-  43 04 11.34052(N)    078 45 28.70789(W)     ADJUSTED  
 OG0630* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 OG0630  ___________________________________________________________________
 OG0630  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 OG0630  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OG0630
 OG0630  HORZ ORDER  -  SECOND
 OG0630
 OG0630.The horizontal coordinates were established by classical geodetic methods
 OG0630.and adjusted by the National Geodetic Survey in January 1999..
 OG0630
 OG0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0630
 OG0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0630
 OG0630.The geoid height was determined by GEOID03.
 OG0630
 OG0630;                    North         East     Units Scale Factor Converg.
 OG0630;SPC NY W     -   340,940.535   335,776.619   MT  0.99993999   -0 07 09.3
 OG0630;SPC NY W     - 1,118,569.07  1,101,627.12   sFT  0.99993999   -0 07 09.3
 OG0630;UTM  17      - 4,771,007.441   682,539.982   MT  1.00000992   +1 31 53.3
 OG0630
 OG0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0630!SPC NY W     -   0.99997814  x   0.99993999  =   0.99991813
 OG0630!UTM  17      -   0.99997814  x   1.00000992  =   0.99998806
 OG0630
 OG0630:                Primary Azimuth Mark                     Grid Az
 OG0630:SPC NY W     -  AMH FRE 1 AZ MK A                        100 39 29.3
 OG0630:UTM  17      -  AMH FRE 1 AZ MK A                        099 00 26.7
 OG0630
 OG0630|---------------------------------------------------------------------|
 OG0630| PID    Reference Object                     Distance      Geod. Az  |
 OG0630|                                                           dddmmss.s |
 OG0630| CZ9666 AMH FRE 1 AZ MK A                                  1003220.0 |
 OG0630| CZ9667 AMH FRE 1 AZ MK B                                  2680224.1 |
 OG0630|---------------------------------------------------------------------|
 OG0630
 OG0630                          SUPERSEDED SURVEY CONTROL
 OG0630
 OG0630  NAD 83(1986)-  43 04 11.34672(N)    078 45 28.70564(W) AD(       ) 2
 OG0630  NAD 27      -  43 04 11.13998(N)    078 45 29.58517(W) AD(       ) 2
 OG0630  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 OG0630
 OG0630.Superseded values are not recommended for survey control.
 OG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0630.See file dsdata.txt to determine how the superseded data were derived.
 OG0630
 OG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8254071007(NAD 83)
 OG0630_MARKER: DD = SURVEY DISK
 OG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0630
 OG0630  HISTORY     - Date     Condition        Report By
 OG0630  HISTORY     - 1972     MONUMENTED       NY-029
 OG0630
 OG0630                          STATION DESCRIPTION
 OG0630
 OG0630'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0630'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 3 MILES NORTH OF THE
 OG0630'COMMUNITY OF GETZVILLE.  IT IS ALSO 0.7 MILES EAST OF THE BRIDGE
 OG0630'CARRYING CAMPBELL BLVD. OVER TONAWANDA CREEK.
 OG0630'
 OG0630'TO REACH FROM NY RTE. 270 (CAMPBELL BLVD.) AND NY RTE. 356 IN
 OG0630'GETZVILLE, GO NORTH ON RTE. 270 FOR 3.1 MILES TO TONAWANDA CREEK
 OG0630'ROAD.  TURN RIGHT AND GO EAST ON TONAWANDA CREEK ROAD FOR 0.7
 OG0630'MILES TO STATION ON RIGHT NEAR HOUSE NO. 2505.
 OG0630'
 OG0630'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0630'CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0630'AMH-FRE-1 1972.
 OG0630'
 OG0630'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0630'
 OG0630'DISTANCE AND DIRECTION FROM STATION
 OG0630'
 OG0630'RP-1 CENTER OF POLE NO. NM 173 NYT 328 76.19 FEET W
 OG0630'
 OG0630'RP-2 RR SPIKE CENTERLINE OF TONAWANDA CREEK ROAD 13.84 FEET N
 OG0630'
 OG0630'RP-3 CENTERLINE OF DRIVE TO HOUSE NO. 2505 AT EDGE OF ROAD
 OG0630'PAVING 157.5 FEET E
 OG0630'
 OG0630'RP-4 CENTER OF FIRE HYDRANT 42.76 FEET SE
 OG0630'
 OG0630'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0630'CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-FRE-1
 OG0630'AZ. A 1972.
 OG0630'
 OG0630'TO REACH FROM AMH-FRE-1, GO 0.15 MILES EAST ALONG TONAWANDA
 OG0630'CREEK ROAD TO STATION ON LEFT NEAR HOUSE NO. 2571.
 OG0630'
 OG0630'DISTANCE AND DIRECTION FROM STATION
 OG0630'
 OG0630'RP-1 CENTER OF FIRE HYDRANT 178.8 FEET W
 OG0630'
 OG0630'RP-2 NORTHEAST CORNER OF CONCRETE PORCH FOUNDATION FOR HOUSE
 OG0630'NO. 2571 143.20 FEET SW
 OG0630'
 OG0630'RP-3 CENTERLINE OF TONAWANDA CREEK ROAD 16.0 FEET S
 OG0630'
 OG0630'RP-4 CENTER OF SQUARE STONE PILLAR 42.3 FEET S
 OG0630'
 OG0630'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 OG0630'A CONCRETE CULVERT WALL.  THE DISK IS STAMPED AMH-FRE-1 AZ. B 1972.
 OG0630'
 OG0630'TO REACH FROM AMH-FRE-1, GO WEST ON TONAWANDA CREEK ROAD FOR
 OG0630'0.25 MILES TO STATION ON LEFT AT CULVERT CROSSING.
 OG0630'
 OG0630'DISTANCE AND DIRECTION FROM STATION
 OG0630'
 OG0630'RP-1 CENTERLINE OF DRIVE TO HOUSE NO. 2350 49.2 FEET W
 OG0630'
 OG0630'RP-2 CENTERLINE OF TONAWANDA CREEK ROAD 19.95 FEET N
 OG0630'
 OG0630'RP-3 WEST END OF CONCRETE CULVERT WALL 0.8 FEET W
 OG0630'
 OG0630'RP-4 CENTERLINE OF CAMPBELL ROAD (0.4 MILES APPROX.) W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0635 ***********************************************************************
 OG0635  DESIGNATION -  AMH FRE 2
 OG0635  PID         -  OG0635
 OG0635  STATE/COUNTY-  NY/ERIE
 OG0635  USGS QUAD   -  
 OG0635
 OG0635                         *CURRENT SURVEY CONTROL
 OG0635  ___________________________________________________________________
 OG0635* NAD 83(1996)-  43 03 05.98863(N)    078 45 45.64529(W)     ADJUSTED  
 OG0635* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 OG0635  ___________________________________________________________________
 OG0635  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OG0635  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OG0635
 OG0635  HORZ ORDER  -  SECOND
 OG0635
 OG0635.The horizontal coordinates were established by classical geodetic methods
 OG0635.and adjusted by the National Geodetic Survey in January 1999..
 OG0635
 OG0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0635
 OG0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0635
 OG0635.The geoid height was determined by GEOID03.
 OG0635
 OG0635;                    North         East     Units Scale Factor Converg.
 OG0635;SPC NY W     -   338,924.748   335,389.131   MT  0.99994013   -0 07 20.8
 OG0635;SPC NY W     - 1,111,955.61  1,100,355.84   sFT  0.99994013   -0 07 20.8
 OG0635;UTM  17      - 4,768,981.189   682,210.691   MT  1.00000845   +1 31 39.9
 OG0635
 OG0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0635!SPC NY W     -   0.99997797  x   0.99994013  =   0.99991810
 OG0635!UTM  17      -   0.99997797  x   1.00000845  =   0.99998642
 OG0635
 OG0635:                Primary Azimuth Mark                     Grid Az
 OG0635:SPC NY W     -  AMH FRE 2 AZ MK A                        088 27 16.8
 OG0635:UTM  17      -  AMH FRE 2 AZ MK A                        086 48 16.1
 OG0635
 OG0635|---------------------------------------------------------------------|
 OG0635| PID    Reference Object                     Distance      Geod. Az  |
 OG0635|                                                           dddmmss.s |
 OG0635| CZ9668 AMH FRE 2 AZ MK A                                  0881956.0 |
 OG0635| CZ9669 AMH FRE 2 AZ MK B                                  2694941.2 |
 OG0635|---------------------------------------------------------------------|
 OG0635
 OG0635                          SUPERSEDED SURVEY CONTROL
 OG0635
 OG0635  NAD 83(1986)-  43 03 05.99483(N)    078 45 45.64298(W) AD(       ) 2
 OG0635  NAD 27      -  43 03 05.78771(N)    078 45 46.52264(W) AD(       ) 2
 OG0635  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 OG0635
 OG0635.Superseded values are not recommended for survey control.
 OG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0635.See file dsdata.txt to determine how the superseded data were derived.
 OG0635
 OG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8221168981(NAD 83)
 OG0635_MARKER: DD = SURVEY DISK
 OG0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0635
 OG0635  HISTORY     - Date     Condition        Report By
 OG0635  HISTORY     - 1972     MONUMENTED       NY-029
 OG0635  HISTORY     - 19950610 GOOD             USPSQD
 OG0635
 OG0635                          STATION DESCRIPTION
 OG0635
 OG0635'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0635'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2 MILES NORTH OF
 OG0635'THE COMMUNITY OF GETZVILLE.  IT IS ALSO ABOUT 1 MILE SOUTH OF
 OG0635'THE BRIDGE OVER TONAWANDA CREEK AT CAMPBELL BOULEVARD.
 OG0635'
 OG0635'TO REACH FROM NY RTE. 270 (CAMPBELL BLVD) AND NY RTE. 356 IN
 OG0635'GETZVILLE, GO NORTH ON RTE. 270 FOR 1.9 MILES TO SCHOELLES
 OG0635'ROAD.  TURN RIGHT AND GO EAST ON SCHOELLES ROAD FOR 0.35 MILES TO
 OG0635'STATION ON RIGHT NEAR HOUSE NO. 193.
 OG0635'
 OG0635'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0635'CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-FRE-2
 OG0635'1972.
 OG0635'
 OG0635'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0635'
 OG0635'DISTANCE AND DIRECTION FROM STATION
 OG0635'
 OG0635'RP-1 NORTHEAST CORNER OF GARAGE FOR HOUSE NO. 177 111,32 FEET SW
 OG0635'
 OG0635'RP-2 CENTERLINE OF SCHOELLES ROAD 13.0 FEET N
 OG0635'
 OG0635'RP-3 CENTER OF FIRE HYDRANT 63.14 FEET NE
 OG0635'
 OG0635'RP-4 NORTHWEST CORNER OF GARAGE FOR HOUSE NO. 193 72.00 FEET SE
 OG0635'
 OG0635'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0635'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-FRE-2
 OG0635'AZ. A 1972,
 OG0635'
 OG0635'TO REACH FROM AMH-FRE-2, GO EAST ON SCHOELLES ROAD FOR 0.30
 OG0635'MILES TO STATION ON LEFT BETWEEN HOUSES NOS. 360 AND 370.
 OG0635'
 OG0635'DISTANCE AND DIRECTION FROM STATION
 OG0635'
 OG0635'RP-1 SOUTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 360 83.94
 OG0635'FEET NW
 OG0635'
 OG0635'RP-2 CENTER OF POLE NO. 243 NYT 378 10.47 FEET N
 OG0635'
 OG0635'RP-3 SOUTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 370 88.42
 OG0635'FEET NE
 OG0635'
 OG0635'RP-4 CENTERLINE OF SCHOELLES RD.  15.2 FEET S
 OG0635'
 OG0635'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0635'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED AMH-FRE-2
 OG0635'AZ. B 1972.
 OG0635'
 OG0635'TO REACH FROM AMH-FRE-2, GO WEST ON SCHOELLES RD. FOR 0.35 MILES
 OG0635'TO CAMPBELL ROAD AND STATION ON WEST SIDE OF CAMPBELL RD. ON THE
 OG0635'EXTENDED CENTERLINE OF SCHOELLES RD.
 OG0635'
 OG0635'DISTANCE AND DIRECTION FROM STATION
 OG0635'
 OG0635'RP-1 NORTHEAST CORNER OF STONE PORCH FOUNDATION AT HOUSE NO. 1290
 OG0635'73.94 FEET SW
 OG0635'
 OG0635'RP-2 PK NAIL IN 24 IN DIA. MAPLE TREE 15.75 FEET SW
 OG0635'
 OG0635'RP-3 CENTER OF FIRE HYDRANT 55.89 FEET N
 OG0635'
 OG0635'RP-4 RR SPIKE IN CENTER OF INTERSECTION 18.60 FEET E
 OG0635
 OG0635                          STATION RECOVERY (1995)
 OG0635
 OG0635'RECOVERY NOTE BY US POWER SQUADRON 1995
 OG0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0633 ***********************************************************************
 OG0633  DESIGNATION -  AMH FRE 3
 OG0633  PID         -  OG0633
 OG0633  STATE/COUNTY-  NY/ERIE
 OG0633  USGS QUAD   -  
 OG0633
 OG0633                         *CURRENT SURVEY CONTROL
 OG0633  ___________________________________________________________________
 OG0633* NAD 83(1996)-  43 03 55.10432(N)    078 46 52.56425(W)     ADJUSTED  
 OG0633* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 OG0633  ___________________________________________________________________
 OG0633  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 OG0633  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OG0633
 OG0633  HORZ ORDER  -  SECOND
 OG0633
 OG0633.The horizontal coordinates were established by classical geodetic methods
 OG0633.and adjusted by the National Geodetic Survey in January 1999..
 OG0633
 OG0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0633
 OG0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0633
 OG0633.The geoid height was determined by GEOID03.
 OG0633
 OG0633;                    North         East     Units Scale Factor Converg.
 OG0633;SPC NY W     -   340,443.738   333,878.337   MT  0.99994070   -0 08 06.6
 OG0633;SPC NY W     - 1,116,939.16  1,095,399.18   sFT  0.99994070   -0 08 06.6
 OG0633;UTM  17      - 4,770,456.133   680,656.676   MT  1.00000151   +1 30 55.5
 OG0633
 OG0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0633!SPC NY W     -   0.99997814  x   0.99994070  =   0.99991884
 OG0633!UTM  17      -   0.99997814  x   1.00000151  =   0.99997965
 OG0633
 OG0633:                Primary Azimuth Mark                     Grid Az
 OG0633:SPC NY W     -  AMH FRE 3 AZ MK A                        093 56 08.1
 OG0633:UTM  17      -  AMH FRE 3 AZ MK A                        092 17 06.0
 OG0633
 OG0633|---------------------------------------------------------------------|
 OG0633| PID    Reference Object                     Distance      Geod. Az  |
 OG0633|                                                           dddmmss.s |
 OG0633| CZ9670 AMH FRE 3 AZ MK A                                  0934801.5 |
 OG0633| CZ9671 AMH FRE 3 AZ MK B                                  2771528.3 |
 OG0633|---------------------------------------------------------------------|
 OG0633
 OG0633                          SUPERSEDED SURVEY CONTROL
 OG0633
 OG0633  NAD 83(1986)-  43 03 55.11048(N)    078 46 52.56198(W) AD(       ) 2
 OG0633  NAD 27      -  43 03 54.90410(N)    078 46 53.43886(W) AD(       ) 2
 OG0633  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 OG0633
 OG0633.Superseded values are not recommended for survey control.
 OG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0633.See file dsdata.txt to determine how the superseded data were derived.
 OG0633
 OG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8065770456(NAD 83)
 OG0633_MARKER: DD = SURVEY DISK
 OG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0633
 OG0633  HISTORY     - Date     Condition        Report By
 OG0633  HISTORY     - 1972     MONUMENTED       NY-029
 OG0633  HISTORY     - 19950610 GOOD             USPSQD
 OG0633
 OG0633                          STATION DESCRIPTION
 OG0633
 OG0633'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0633'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 3 MILES NORTH OF THE
 OG0633'COMMUNITY OF GETZVILLE.  IT IS ALSO 0.7 MILES WEST OF THE BRIDGE
 OG0633'OVER TONAWANDA CREEK AT CAMPBELL BOULEVARD.
 OG0633'
 OG0633'TO REACH FROM N.Y. RTE. 270 (CAMPBELL BLVD.) AND N.Y. RTE. 356
 OG0633'IN GETZVILLE, GO NORTH ON RTE. 270 FOR 3.1 MILES TO TONAWANDA
 OG0633'CREEK ROAD.  TURN LEFT AND GO WEST ON TONAWANDA CREEK RD. FOR
 OG0633'0.65 MILES TO STATION ON LEFT AT DITCH CROSSING.
 OG0633'
 OG0633'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0633'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-FRE-3
 OG0633'1972.
 OG0633'
 OG0633'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0633'
 OG0633'DISTANCE AND DIRECTION FROM STATION
 OG0633'
 OG0633'RP-1 PK NAIL IN 12 IN DIA. MULTIPLE TRUNKED WILLOW TREE 50.56
 OG0633'FEET N
 OG0633'
 OG0633'RP-2 SOUTHWEST CORNER OF CONCRETE GUARD POST 7.75 FEET E
 OG0633'
 OG0633'RP-3 PK NAIL IN POLE NO. NYT-638 30.14 FEET S
 OG0633'
 OG0633'RP-4 PK NAIL IN 30 IN DIA. COTTONWOOD TREE 95.07 FEET NW
 OG0633'
 OG0633'RP-5 CENTERLINE OF TONAWANDA CREEK ROAD 22.0 FEET N
 OG0633'
 OG0633'RP-6 CENTERLINE OF DRIVE TO HOUSE NO. 1851 110.0 FEET E
 OG0633'
 OG0633'RP-7 CENTERLINE OF DITCH 12.0 FEET E
 OG0633'
 OG0633'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0633'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-FRE-3
 OG0633'AZ. A 1972.
 OG0633'
 OG0633'TO REACH FROM AMH-FRE-3, GO EAST ON TONAWANDA CREEK ROAD FOR
 OG0633'0.2 MILES TO STATION ON RIGHT.
 OG0633'
 OG0633'DISTANCE AND DIRECTION FROM STATION
 OG0633'
 OG0633'RP-1 CENTERLINE OF TONAWANDA CREEK ROAD 28.0 FEET N
 OG0633'
 OG0633'RP-2 NEAR EDGE OF POLE NO. NYT 645 2.1 FEET SW
 OG0633'
 OG0633'RP-3 CENTER OF FIRE HYDRANT 8.4 FEET SW
 OG0633'
 OG0633'RP-4 SOUTHEAST CORNER OF CONCRETE BLOCK 17.7 FEET NW
 OG0633'
 OG0633'RP-5 CENTERLINE OF DRIVEWAY 23.0 FEET E
 OG0633'
 OG0633'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0633'CONCRETE POST 1 INCH ABOVE GROUND.  THE DISK IS STAMPED AMH-FRE-3
 OG0633'AZ. B 1972.
 OG0633'
 OG0633'TO REACH FROM AMH-FRE-3, GO WEST ON TONAWANDA CREEK ROAD FOR
 OG0633'0.3 MILES TO STATION OF RIGHT.
 OG0633'
 OG0633'DISTANCE AND DIRECTION FROM STATION
 OG0633'
 OG0633'RP-1 CENTERLINE OF TONAWANDA CREEK ROAD 14.0 FEET S
 OG0633'
 OG0633'RP-2 NEAR EDGE OF POLE NO. NYT-626 61.5 FEET SW
 OG0633'
 OG0633'RP-3 CENTER OF FIRE HYDRANT 57.4 FEET SW
 OG0633'
 OG0633'RP-4 NEAR EDGE OF TWIN 30 IN DIA. COTTONWOOD TREE-72.5 FEET NW
 OG0633'
 OG0633'RP-5 NEAR EDGE OF TWIN 24 IN DIA. WILLOW TREE 71.3 FEET NW
 OG0633
 OG0633                          STATION RECOVERY (1995)
 OG0633
 OG0633'RECOVERY NOTE BY US POWER SQUADRON 1995
 OG0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0640 ***********************************************************************
 OG0640  DESIGNATION -  AMH FRE 4
 OG0640  PID         -  OG0640
 OG0640  STATE/COUNTY-  NY/ERIE
 OG0640  USGS QUAD   -  
 OG0640
 OG0640                         *CURRENT SURVEY CONTROL
 OG0640  ___________________________________________________________________
 OG0640* NAD 83(1996)-  43 03 52.20117(N)    078 47 54.71523(W)     ADJUSTED  
 OG0640* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 OG0640  ___________________________________________________________________
 OG0640  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OG0640  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OG0640
 OG0640  HORZ ORDER  -  SECOND
 OG0640
 OG0640.The horizontal coordinates were established by classical geodetic methods
 OG0640.and adjusted by the National Geodetic Survey in January 1999..
 OG0640
 OG0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0640
 OG0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0640
 OG0640.The geoid height was determined by GEOID03.
 OG0640
 OG0640;                    North         East     Units Scale Factor Converg.
 OG0640;SPC NY W     -   340,357.616   332,471.950   MT  0.99994128   -0 08 49.0
 OG0640;SPC NY W     - 1,116,656.61  1,090,785.06   sFT  0.99994128   -0 08 49.0
 OG0640;UTM  17      - 4,770,329.530   679,253.273   MT  0.99999529   +1 30 13.0
 OG0640
 OG0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0640!SPC NY W     -   0.99997657  x   0.99994128  =   0.99991785
 OG0640!UTM  17      -   0.99997657  x   0.99999529  =   0.99997186
 OG0640
 OG0640:                Primary Azimuth Mark                     Grid Az
 OG0640:SPC NY W     -  AMH FRE 4 AZ MK A                        205 17 37.1
 OG0640:UTM  17      -  AMH FRE 4 AZ MK A                        203 38 35.1
 OG0640
 OG0640|---------------------------------------------------------------------|
 OG0640| PID    Reference Object                     Distance      Geod. Az  |
 OG0640|                                                           dddmmss.s |
 OG0640| CZ9672 AMH FRE 4 AZ MK A                                  2050848.1 |
 OG0640| CZ9673 AMH FRE 4 AZ MK B                                  2060611.9 |
 OG0640|---------------------------------------------------------------------|
 OG0640
 OG0640                          SUPERSEDED SURVEY CONTROL
 OG0640
 OG0640  NAD 83(1986)-  43 03 52.20729(N)    078 47 54.71295(W) AD(       ) 2
 OG0640  NAD 27      -  43 03 52.00125(N)    078 47 55.58777(W) AD(       ) 2
 OG0640  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 OG0640
 OG0640.Superseded values are not recommended for survey control.
 OG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0640.See file dsdata.txt to determine how the superseded data were derived.
 OG0640
 OG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7925370330(NAD 83)
 OG0640_MARKER: DD = SURVEY DISK
 OG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0640
 OG0640  HISTORY     - Date     Condition        Report By
 OG0640  HISTORY     - 1972     MONUMENTED       NY-029
 OG0640  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OG0640
 OG0640                          STATION DESCRIPTION
 OG0640
 OG0640'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0640'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 3.2 MILE NORTHWEST
 OG0640'OF THE COMMUNITY OF GETZVILLE.  IT IS ALSO 0.15 MILES SOUTH OF
 OG0640'THE BEAR RIDGE ROAD BRIDGE CROSSING OF TONAWANDA CREEK.
 OG0640'
 OG0640'TO REACH FROM THE INTERSECTION OF N.Y. RTE. 270 (CAMPBELL BLVD.)
 OG0640'AND N.Y. RTE. 356 IN GETZVILLE, GO WEST ON RTE. 356 FOR 1.6
 OG0640'MILES TO SWEET HOME ROAD.  TURN RIGHT AND GO NORTH ON SWEET HOME
 OG0640'RD. FOR 2.3 MILES TO TONAWANDA CREEK RD.  TURN RIGHT AND GO NORTH
 OG0640'ON TONAWANDA CREEK RD. FOR 0.7 MILES TO STATION ON LEFT AT THE
 OG0640'TOP OF A HIGH MOUND OF EARTH.
 OG0640'
 OG0640'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0640'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-FRE-4
 OG0640'1972.
 OG0640'
 OG0640'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0640'
 OG0640'DISTANCE AND DIRECTION FROM STATION
 OG0640'
 OG0640'RP-1 FENCE CORNER (VERTICAL ANGLE 15 DEG-30 MIN) 116.6 FEET NE
 OG0640'
 OG0640'RP-2 CENTER OF POWER POLE NO. NM 270/3 (VERTICAL ANGLE 18 DEG-45
 OG0640'MIN) 81.7 FEET SE
 OG0640'
 OG0640'RP-3 NEAR EDGE OF METAL WITNESS POST 2.65 FEET E
 OG0640'
 OG0640'RP-4 CENTERLINE OF BEAR RIDGE ROAD (VERTICAL ANGLE OF 15 DEG-15
 OG0640'MIN) 96.9 FEET SE
 OG0640'
 OG0640'RP-5 CENTER OF INTERSECTION OF BEAR RIDGE ROAD (VERTICAL ANGLE
 OG0640'7 DEG-35 MIN) AND BRENON ROAD 170.7 FEET NE
 OG0640'
 OG0640'RP-6 HIGHEST POINT OF EARTH MOUND 4.0 FEET SW
 OG0640'
 OG0640'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0640'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-FRE-4
 OG0640'AZ. A 1972.
 OG0640'
 OG0640'TO REACH FROM AMH-FRE-4, GO SOUTHWEST ON TONAWANDA CREEK ROAD
 OG0640'FOR 0.25 MILES TO STATION ON RIGHT IN THE TRIANGULAR MEDIAN OF
 OG0640'BRENON ROAD AND TONAWANDA CREEK ROAD.
 OG0640'
 OG0640'DISTANCE AND DIRECTION FROM STATION
 OG0640'
 OG0640'RP-1 CENTERLINE OF TONAWANDA CREEK ROAD 35.0 FEET SE
 OG0640'
 OG0640'RP-2 CENTERLINE OF BRENON ROAD 28.0 FEET W
 OG0640'
 OG0640'RP-3 SOUTHWEST CORNER OF CATCH BASIN 27.5 FEET NE
 OG0640'
 OG0640'RP-4 CENTER OF STREET SIGN POST 28.3 FEET SE
 OG0640'
 OG0640'RP-5 CENTER OF 20 IN DIA. WILD CHERRY TREE 53.3 FEET SW
 OG0640'
 OG0640'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0640'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED AMH-FRE-4
 OG0640'AZ. B 1972.
 OG0640'
 OG0640'TO REACH FROM AMH-FRE-4, GO SOUTHWEST ON TONAWANDA CREEK ROAD
 OG0640'FOR 0.55 MILES TO STATION ON RIGHT OPPOSITE HOUSE NO. 959.
 OG0640'
 OG0640'DISTANCE AND DIRECTION FROM STATION
 OG0640'
 OG0640'RP-1 CENTERLINE OF TONAWANDA CREEK ROAD 23.0 FEET SE
 OG0640'
 OG0640'RP-2 CENTERLINE OF DRIVEWAY 11.0 FEET SW
 OG0640'
 OG0640'RP-3 SOUTHEAST CORNER OF ABANDONED GAS PUMP 62.9 FEET NW
 OG0640'
 OG0640'RP-4 CENTER OF POWER POLE NO. NYT 572 42.7 FEET SE
 OG0640'
 OG0640'RP-5 CENTER OF MAILBOX POST 35.2 FEET NE
 OG0640'
 OG0640'RP-6 SOUTHWEST CORNER OF HOUSE NO. 959 132.3 FEET E
 OG0640'
 OG0640'RP-7 NORTHWEST CORNER OF HOUSE NO. 959 140.5 FEET SE
 OG0640
 OG0640                          STATION RECOVERY (1989)
 OG0640
 OG0640'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLS)
 OG0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0557 ***********************************************************************
 OG0557  DESIGNATION -  AMH GOR 1
 OG0557  PID         -  OG0557
 OG0557  STATE/COUNTY-  NY/ERIE
 OG0557  USGS QUAD   -  
 OG0557
 OG0557                         *CURRENT SURVEY CONTROL
 OG0557  ___________________________________________________________________
 OG0557* NAD 83(1996)-  43 00 19.31788(N)    078 41 49.32929(W)     ADJUSTED  
 OG0557* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 OG0557  ___________________________________________________________________
 OG0557  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OG0557  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 OG0557
 OG0557  HORZ ORDER  -  SECOND
 OG0557
 OG0557.The horizontal coordinates were established by classical geodetic methods
 OG0557.and adjusted by the National Geodetic Survey in January 1999..
 OG0557
 OG0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0557
 OG0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0557
 OG0557.The geoid height was determined by GEOID03.
 OG0557
 OG0557;                    North         East     Units Scale Factor Converg.
 OG0557;SPC NY W     -   333,772.398   340,729.967   MT  0.99993856   -0 04 39.2
 OG0557;SPC NY W     - 1,095,051.61  1,117,878.23   sFT  0.99993856   -0 04 39.2
 OG0557;UTM  17      - 4,763,984.302   687,698.072   MT  1.00003342   +1 34 16.4
 OG0557
 OG0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0557!SPC NY W     -   0.99997621  x   0.99993856  =   0.99991477
 OG0557!UTM  17      -   0.99997621  x   1.00003342  =   1.00000963
 OG0557
 OG0557:                Primary Azimuth Mark                     Grid Az
 OG0557:SPC NY W     -  AMH GOR 1 AZ MK A                        001 26 30.1
 OG0557:UTM  17      -  AMH GOR 1 AZ MK A                        359 47 34.5
 OG0557
 OG0557|---------------------------------------------------------------------|
 OG0557| PID    Reference Object                     Distance      Geod. Az  |
 OG0557|                                                           dddmmss.s |
 OG0557| CZ9674 AMH GOR 1 AZ MK A                                  0012150.9 |
 OG0557| OG0570 CLARENCE NATIONAL GYPSUM TANK       APPROX. 2.1 KM 1004204.8 |
 OG0557|---------------------------------------------------------------------|
 OG0557
 OG0557                          SUPERSEDED SURVEY CONTROL
 OG0557
 OG0557  NAD 83(1986)-  43 00 19.32417(N)    078 41 49.32677(W) AD(       ) 2
 OG0557  NAD 27      -  43 00 19.11498(N)    078 41 50.21695(W) AD(       ) 2
 OG0557  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 OG0557
 OG0557.Superseded values are not recommended for survey control.
 OG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0557.See file dsdata.txt to determine how the superseded data were derived.
 OG0557
 OG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8769863984(NAD 83)
 OG0557_MARKER: DD = SURVEY DISK
 OG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0557
 OG0557  HISTORY     - Date     Condition        Report By
 OG0557  HISTORY     - 1972     MONUMENTED       NY-029
 OG0557
 OG0557                          STATION DESCRIPTION
 OG0557
 OG0557'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0557'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 4 MILES NORTHEAST
 OG0557'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 3 MILES WEST OF
 OG0557'THE COMMUNITY OF CLARENCE CENTER.
 OG0557'
 OG0557'TO REACH FROM THE VILLAGE HALL ON MAIN STREET IN WILLIAMSVILLE,
 OG0557'GO 2.5 MILES EAST ON MAIN ST.  (N.Y. RTE 5) TO TRANSIT ROAD
 OG0557'(N.Y. RTE. 78).  TURN LEFT AND GO NORTH ON TRANSIT ROAD FOR
 OG0557'2.9 MILES TO STATION ON LEFT, 0.5 MILES PAST KLEIN RD.
 OG0557'
 OG0557'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0557'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0557'AMH-GOR-1 1972.
 OG0557'
 OG0557'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0557'
 OG0557'AZIMUTH MARK TO SOUTHEAST IS THE CENTER OF THE TOP OF THE
 OG0557'SILVER ELEVATED WATER TANK OF THE NATIONAL GYPSUM CO. ON ROLL
 OG0557'RD. NEAR HARRIS HILL RD. IN TOWN OF CLARENCE.
 OG0557'
 OG0557'DISTANCE AND DIRECTION FROM STATION
 OG0557'
 OG0557'RP-1 NORTHWEST CORNER OF FRUIT STAND BLDG.  180.93 FEET NE
 OG0557'
 OG0557'RP-2 SOUTHWEST CORNER OF FRUIT STAND BUILDING 164.29 FEET NE
 OG0557'
 OG0557'RP-3 CENTERLINE OF TRANSIT RD. (N.Y. RTE. 78) 24.5 FEET E
 OG0557'
 OG0557'RP-4 PK NAIL IN POWER POLE NO. NYSGE 404 NYT 404 9.23 FEET SW
 OG0557'
 OG0557'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 55.04 FEET N
 OG0557'
 OG0557'RP-6 NEAR EDGE OF METAL WITNESS POST 3.0 FEET W
 OG0557'
 OG0557'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 OG0557'IN A CONCRETE CULVERT WALL.  THE DISK IS STAMPED AMH-GOR-1 AZ. A
 OG0557'1972.
 OG0557'
 OG0557'TO REACH FROM AMH-GOR-1, GO NORTH ON TRANSIT ROAD (N.Y. RTE. 78)
 OG0557'FOR 0.35 MILE TO CLARENCE CENTER ROAD AND STATION ON RIGHT
 OG0557'AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 OG0557'
 OG0557'DISTANCE AND DIRECTION FROM STATION
 OG0557'
 OG0557'RP-1 SOUTHWEST CORNER OF BUILDING AT NO. G011 CHUCKS KART
 OG0557'SALES - 91.55 FEET NE
 OG0557'
 OG0557'RP-2 CENTER OF TOP NUT OF FIRE HYDRANT 23.20 FEET E
 OG0557'
 OG0557'RP-3 NORTHWEST CORNER OF HOUSE NO. 5988 105.29 FEET SE
 OG0557'
 OG0557'RP-4 CENTER OF ROAD INTERSECTION 40.4 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0556 ***********************************************************************
 OG0556  DESIGNATION -  AMH GRI 1
 OG0556  PID         -  OG0556
 OG0556  STATE/COUNTY-  NY/ERIE
 OG0556  USGS QUAD   -  
 OG0556
 OG0556                         *CURRENT SURVEY CONTROL
 OG0556  ___________________________________________________________________
 OG0556* NAD 83(1996)-  43 04 00.49819(N)    078 42 49.06126(W)     ADJUSTED  
 OG0556* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 OG0556  ___________________________________________________________________
 OG0556  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 OG0556  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OG0556
 OG0556  HORZ ORDER  -  SECOND
 OG0556
 OG0556.The horizontal coordinates were established by classical geodetic methods
 OG0556.and adjusted by the National Geodetic Survey in January 1999..
 OG0556
 OG0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0556
 OG0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0556
 OG0556.The geoid height was determined by GEOID03.
 OG0556
 OG0556;                    North         East     Units Scale Factor Converg.
 OG0556;SPC NY W     -   340,599.405   339,387.816   MT  0.99993888   -0 05 20.3
 OG0556;SPC NY W     - 1,117,449.88  1,113,474.86   sFT  0.99993888   -0 05 20.3
 OG0556;UTM  17      - 4,770,770.458   686,159.793   MT  1.00002634   +1 33 42.1
 OG0556
 OG0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0556!SPC NY W     -   0.99997766  x   0.99993888  =   0.99991654
 OG0556!UTM  17      -   0.99997766  x   1.00002634  =   1.00000400
 OG0556
 OG0556:                Primary Azimuth Mark                     Grid Az
 OG0556:SPC NY W     -  AMH GRI 1 AZ MK A                        039 29 11.2
 OG0556:UTM  17      -  AMH GRI 1 AZ MK A                        037 50 08.8
 OG0556
 OG0556|---------------------------------------------------------------------|
 OG0556| PID    Reference Object                     Distance      Geod. Az  |
 OG0556|                                                           dddmmss.s |
 OG0556| CZ9675 AMH GRI 1 AZ MK A                                  0392350.9 |
 OG0556|---------------------------------------------------------------------|
 OG0556
 OG0556                          SUPERSEDED SURVEY CONTROL
 OG0556
 OG0556  NAD 83(1986)-  43 04 00.50447(N)    078 42 49.05898(W) AD(       ) 2
 OG0556  NAD 27      -  43 04 00.29676(N)    078 42 49.94451(W) AD(       ) 2
 OG0556  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 OG0556
 OG0556.Superseded values are not recommended for survey control.
 OG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0556.See file dsdata.txt to determine how the superseded data were derived.
 OG0556
 OG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8616070770(NAD 83)
 OG0556_MARKER: DD = SURVEY DISK
 OG0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0556
 OG0556  HISTORY     - Date     Condition        Report By
 OG0556  HISTORY     - 1972     MONUMENTED       NY-029
 OG0556
 OG0556                          STATION DESCRIPTION
 OG0556
 OG0556'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0556'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2 MILES NORTH OF
 OG0556'THE COMMUNITY OF SWORMVILLE.  IT IS ALSO 1.5 MILES SOUTHWEST OF
 OG0556'THE CROSSING OF TONAWANDA CREEK AND TRANSIT ROAD (N.Y. RTE. 78)
 OG0556'
 OG0556'TO REACH FROM TRANSIT ROAD AND SMITH ROAD IN SWORMVILLE, GO
 OG0556'NORTHWEST ON SMITH ROAD FOR 2.0 MILES TO MILLERSPORT HIGHWAY
 OG0556'(N.Y. RTE. 263).  TURN RIGHT AND GO NORTHEAST ON RTE. 263 FOR
 OG0556'1.2 MILES TO STATION ON LEFT NEAR HOUSE NO. 4900.
 OG0556'
 OG0556'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0556'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0556'AMH-GRI-1 1972.
 OG0556'
 OG0556'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0556'
 OG0556'SEE DESCRIPTION OF AMH-BU-09-3 FOR OTHER AZIMUTH MARK
 OG0556'
 OG0556'DISTANCE AND DIRECTION FROM STATION
 OG0556'
 OG0556'RP-1 CENTERLINE OF MILLERSPORT HWY.  22.5 FEET E
 OG0556'
 OG0556'RP-2 EXTENDED CENTERLINE OF ROAD TO ARMY RESERVE CENTER 321.0
 OG0556'FEET S
 OG0556'
 OG0556'RP-3 SOUTHEAST CORNER OF HOUSE NO. 4900 93.73 FEET NW
 OG0556'
 OG0556'RP-4 NORTHEAST CORNER OF HOUSE NO. 4900 115.03 FEET NW
 OG0556'
 OG0556'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 156.52 FEET NE
 OG0556'
 OG0556'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0556'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0556'AMH-GRI-1 AZ. A 1972.
 OG0556'
 OG0556'TO REACH FROM AMH-GRI-1, GO NORTHEAST ON MILLERSPORT
 OG0556'HWY. (RTE. 263) FOR 0.25 MILES TO STATION ON RIGHT AT DRIVE TO
 OG0556'HOUSE NO. 4995.
 OG0556'
 OG0556'DISTANCE AND DIRECTION FROM STATION
 OG0556'
 OG0556'RP-1 CENTERLINE OF MILLERSPORT HWY.  21.7 FEET W
 OG0556'
 OG0556'RP-2 CENTERLINE OF DRIVE TO HOUSE 4995 28.5 FEET N
 OG0556'
 OG0556'RP-3 PK NAIL IN BASE OF 10 IN DIA. TWIN MAPLE 51.45 FEET NE
 OG0556'
 OG0556'RP-4 NEAR EDGE OF LIGHT POLE 6.77 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1420 ***********************************************************************
 NC1420  DESIGNATION -  AMH HAN 1
 NC1420  PID         -  NC1420
 NC1420  STATE/COUNTY-  NY/ERIE
 NC1420  USGS QUAD   -  BUFFALO NE (1965)
 NC1420
 NC1420                         *CURRENT SURVEY CONTROL
 NC1420  ___________________________________________________________________
 NC1420* NAD 83(1996)-  42 59 29.20187(N)    078 46 05.85008(W)     ADJUSTED  
 NC1420* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 NC1420  ___________________________________________________________________
 NC1420  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NC1420  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 NC1420
 NC1420  HORZ ORDER  -  SECOND
 NC1420
 NC1420.The horizontal coordinates were established by classical geodetic methods
 NC1420.and adjusted by the National Geodetic Survey in January 1999..
 NC1420
 NC1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1420
 NC1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1420
 NC1420.The geoid height was determined by GEOID03.
 NC1420
 NC1420;                    North         East     Units Scale Factor Converg.
 NC1420;SPC NY W     -   332,236.287   334,917.165   MT  0.99994030   -0 07 34.0
 NC1420;SPC NY W     - 1,090,011.88  1,098,807.40   sFT  0.99994030   -0 07 34.0
 NC1420;UTM  17      - 4,762,281.463   681,931.401   MT  1.00000720   +1 31 19.9
 NC1420
 NC1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1420!SPC NY W     -   0.99997701  x   0.99994030  =   0.99991731
 NC1420!UTM  17      -   0.99997701  x   1.00000720  =   0.99998421
 NC1420
 NC1420:                Primary Azimuth Mark                     Grid Az
 NC1420:SPC NY W     -  AMH HAN 1 AZ MK A                        094 54 49.4
 NC1420:UTM  17      -  AMH HAN 1 AZ MK A                        093 15 55.5
 NC1420
 NC1420|---------------------------------------------------------------------|
 NC1420| PID    Reference Object                     Distance      Geod. Az  |
 NC1420|                                                           dddmmss.s |
 NC1420| CZ9676 AMH HAN 1 AZ MK A                                  0944715.4 |
 NC1420|---------------------------------------------------------------------|
 NC1420
 NC1420                          SUPERSEDED SURVEY CONTROL
 NC1420
 NC1420  NAD 83(1986)-  42 59 29.20803(N)    078 46 05.84765(W) AD(       ) 2
 NC1420  NAD 27      -  42 59 28.99993(N)    078 46 06.72905(W) AD(       ) 2
 NC1420  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 NC1420
 NC1420.Superseded values are not recommended for survey control.
 NC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1420.See file dsdata.txt to determine how the superseded data were derived.
 NC1420
 NC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8193162281(NAD 83)
 NC1420_MARKER: DD = SURVEY DISK
 NC1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1420
 NC1420  HISTORY     - Date     Condition        Report By
 NC1420  HISTORY     - 1972     MONUMENTED       NY-029
 NC1420  HISTORY     - 1989     GOOD             USPSQD
 NC1420
 NC1420                          STATION DESCRIPTION
 NC1420
 NC1420'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1420'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 2.3 MILES NORTHWEST
 NC1420'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 1.4 MILES NORTHEAST
 NC1420'OF THE MILLERSPORT HWY.  (NY RTE. 263) INTERCHANGE ON THE
 NC1420'YOUNGMANN EXPRESSWAY (INTERSTATE 290).
 NC1420'
 NC1420'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE,
 NC1420'GO WEST ON MAIN ST. (NY RTE. 5) FOR 0.55 MILES TO UNION RD.  TURN
 NC1420'RIGHT AND GO NORTH ON UNION RD. FOR 1.3 MILES TO SHERIDAN DRIVE,
 NC1420'WHERE UNION RD. BECOMES FOREST RD.  CONTINUE NORTH ON FOREST
 NC1420'RD. FOR 1.1 MILES TO MAPLE ROAD.  TURN LEFT AND GO WEST ON MAPLE
 NC1420'ROAD FOR 0.4 MILES AND STATION ON RIGHT AT PARKING LOT ENTRANCE
 NC1420'TO AMHERST-AUDUBON COUNTRY CLUB.
 NC1420'
 NC1420'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1420'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1420'AMH-HAN-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1420'THE SAME.
 NC1420'
 NC1420'AZIMUTH MARK A IS DESCRIBED ON PAGE 2.
 NC1420'
 NC1420'STATION IS INTERVISIBLE WITH STATION HANNY 1972.
 NC1420'
 NC1420'DISTANCE AND DIRECTION FROM STATION
 NC1420'
 NC1420'RP-1 NORTHEAST CORNER OF GRATE INLET 4.39 FEET SW
 NC1420'
 NC1420'RP-2 FACE OF CURB ON NORTH SIDE OF MAPLE RD.  2.91 FEET S
 NC1420'
 NC1420'RP-3 CENTER OF FIRE HYDRANT 224.90 FEET E
 NC1420'
 NC1420'RP-4 CENTERLINE OF MAPLE RD.  31.2 FEET S
 NC1420'
 NC1420'RP-5 EXTENDED CENTERLINE OF SANDHURST LANE 35.8 FEET E
 NC1420'
 NC1420'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1420'IN THE BRIDGE SIDEWALK AT THE SOUTHEAST CORNER OF THE MAPLE
 NC1420'RD. BRIDGE OVER ELLICOTT CREEK.  THE DISK IS STAMPED AMH-HAN-1
 NC1420'AZ. A 1972.
 NC1420'
 NC1420'TO REACH FROM AMH-HAN-1, GO EAST ON MAPLE RD. FOR 0.35 MILES
 NC1420'AND STATION ON RIGHT.
 NC1420'
 NC1420'DISTANCE AND DIRECTION FROM STATION
 NC1420'
 NC1420'RP-1 FACE OF CURB ON SOUTHSIDE OF MAPLE RD.  3.60 FEET N
 NC1420'
 NC1420'RP-2 EAST END OF BRIDGE SIDEWALK 18.77 FEET E
 NC1420
 NC1420                          STATION RECOVERY (1989)
 NC1420
 NC1420'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1446 ***********************************************************************
 NC1446  DESIGNATION -  AMH HAN 2
 NC1446  PID         -  NC1446
 NC1446  STATE/COUNTY-  NY/ERIE
 NC1446  USGS QUAD   -  BUFFALO NE (1965)
 NC1446
 NC1446                         *CURRENT SURVEY CONTROL
 NC1446  ___________________________________________________________________
 NC1446* NAD 83(1996)-  42 59 27.27271(N)    078 48 34.05396(W)     ADJUSTED  
 NC1446* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 NC1446  ___________________________________________________________________
 NC1446  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NC1446  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 NC1446
 NC1446  HORZ ORDER  -  SECOND
 NC1446
 NC1446.The horizontal coordinates were established by classical geodetic methods
 NC1446.and adjusted by the National Geodetic Survey in January 1999..
 NC1446
 NC1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1446
 NC1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1446
 NC1446.The geoid height was determined by GEOID03.
 NC1446
 NC1446;                    North         East     Units Scale Factor Converg.
 NC1446;SPC NY W     -   332,184.971   331,559.890   MT  0.99994168   -0 09 15.1
 NC1446;SPC NY W     - 1,089,843.53  1,087,792.74   sFT  0.99994168   -0 09 15.1
 NC1446;UTM  17      - 4,762,133.590   678,576.794   MT  0.99999232   +1 29 38.7
 NC1446
 NC1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1446!SPC NY W     -   0.99997701  x   0.99994168  =   0.99991869
 NC1446!UTM  17      -   0.99997701  x   0.99999232  =   0.99996933
 NC1446
 NC1446:                Primary Azimuth Mark                     Grid Az
 NC1446:SPC NY W     -  AMH HAN 2 AZ MK A                        268 16 40.6
 NC1446:UTM  17      -  AMH HAN 2 AZ MK A                        266 37 46.8
 NC1446
 NC1446|---------------------------------------------------------------------|
 NC1446| PID    Reference Object                     Distance      Geod. Az  |
 NC1446|                                                           dddmmss.s |
 NC1446| CZ9677 AMH HAN 2 AZ MK A                                  2680725.5 |
 NC1446|---------------------------------------------------------------------|
 NC1446
 NC1446                          SUPERSEDED SURVEY CONTROL
 NC1446
 NC1446  NAD 83(1986)-  42 59 27.27881(N)    078 48 34.05149(W) AD(       ) 2
 NC1446  NAD 27      -  42 59 27.07160(N)    078 48 34.92796(W) AD(       ) 2
 NC1446  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 NC1446
 NC1446.Superseded values are not recommended for survey control.
 NC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1446.See file dsdata.txt to determine how the superseded data were derived.
 NC1446
 NC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7857762134(NAD 83)
 NC1446_MARKER: DD = SURVEY DISK
 NC1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1446
 NC1446  HISTORY     - Date     Condition        Report By
 NC1446  HISTORY     - 1972     MONUMENTED       NY-029
 NC1446  HISTORY     - 1989     GOOD             USPSQD
 NC1446
 NC1446                          STATION DESCRIPTION
 NC1446
 NC1446'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1446'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 3.5 MILES NORTHWEST
 NC1446'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 1 MILES NORTHWEST
 NC1446'OF THE MILLERSPORT HWY. (NY RTE. 263) INTERCHANGE OF THE YOUNGMANN
 NC1446'EXPRESSWAY (INTERSTATE 290)
 NC1446'
 NC1446'TO REACH FROM THE INTERSECTION OF SHERIDAN DRIVE (NY RTE. 324)
 NC1446'AND NIAGARA FALLS BLVD.  (U.S. RTE. 62) IN AMHERST, GO NORTH ON
 NC1446'ON NIAGARA FALLS BLVD. FOR 0.7 MILES TO MAPLE ROAD.  TURN RIGHT
 NC1446'AND GO EAST ON MAPLE ROAD FOR 0.7 MILES AND STATION ON LEFT IN
 NC1446'FRONT OF THE SWEET HOME JR. HIGH SCHOOL.
 NC1446'
 NC1446'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1446'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1446'AMH-HAN-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1446'THE SAME.
 NC1446'
 NC1446'STATION IS INTERVISIBLE WITH STATION HANNY 1972.
 NC1446'
 NC1446'DISTANCE AND DIRECTION FROM STATION
 NC1446'
 NC1446'RP-1 CENTER OF LIGHT POLE AT WEST END OF PARKING AREA 95.85
 NC1446'FEET NW
 NC1446'
 NC1446'RP-2 PK NAIL IN EDGE OF PARKING LOT PAVING 50.75 FEET N
 NC1446'
 NC1446'RP-3 CENTER OF METAL POST AT WEST END OF LIGHT FOR SIGN.  40.10
 NC1446'FEET NE
 NC1446'
 NC1446'RP-4 CENTERLINE OF MAPLE ROAD 38.8 FEET S
 NC1446'
 NC1446'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1446'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1446'AMH-HAN-2 AZ. A 1972.
 NC1446'
 NC1446'TO REACH FROM AMH-HAN-2, GO WEST ON MAPLE ROAD FOR 0.4 MILES
 NC1446'TO ALBERTA DRIVE AND STATION ON LEFT AT THE SOUTHEAST CORNER
 NC1446'OR THE INTERSECTION.
 NC1446'
 NC1446'DISTANCE AND DIRECTION FROM STATION
 NC1446'
 NC1446'RP-1 CENTER OF TOP NUT ON FIRE HYDRANT 24.26 FEET SW
 NC1446'
 NC1446'RP-2 CENTERLINE OF ALBERTA DRIVE 47.6 FEET W
 NC1446'
 NC1446'RP-3 SOUTHEAST CORNER OF CONCRETE CULVERT WALL 10.55 FEET W
 NC1446'
 NC1446'RP-4 CENTER OF SANITARY MANHOLE 12.20 FEET SW
 NC1446'
 NC1446'RP-5 CENTERLINE OF MAPLE ROAD 51.4 FEET N
 NC1446
 NC1446                          STATION RECOVERY (1989)
 NC1446
 NC1446'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0627 ***********************************************************************
 OG0627  DESIGNATION -  AMH HAN 3
 OG0627  PID         -  OG0627
 OG0627  STATE/COUNTY-  NY/ERIE
 OG0627  USGS QUAD   -  
 OG0627
 OG0627                         *CURRENT SURVEY CONTROL
 OG0627  ___________________________________________________________________
 OG0627* NAD 83(1996)-  43 00 35.96396(N)    078 47 56.61796(W)     ADJUSTED  
 OG0627* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 OG0627  ___________________________________________________________________
 OG0627  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OG0627  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OG0627
 OG0627  HORZ ORDER  -  SECOND
 OG0627
 OG0627.The horizontal coordinates were established by classical geodetic methods
 OG0627.and adjusted by the National Geodetic Survey in January 1999..
 OG0627
 OG0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0627
 OG0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0627
 OG0627.The geoid height was determined by GEOID03.
 OG0627
 OG0627;                    North         East     Units Scale Factor Converg.
 OG0627;SPC NY W     -   334,302.360   332,413.341   MT  0.99994130   -0 08 49.8
 OG0627;SPC NY W     - 1,096,790.33  1,090,592.77   sFT  0.99994130   -0 08 49.8
 OG0627;UTM  17      - 4,764,274.768   679,369.018   MT  0.99999581   +1 30 06.2
 OG0627
 OG0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0627!SPC NY W     -   0.99997780  x   0.99994130  =   0.99991910
 OG0627!UTM  17      -   0.99997780  x   0.99999581  =   0.99997361
 OG0627
 OG0627:                Primary Azimuth Mark                     Grid Az
 OG0627:SPC NY W     -  AMH HAN 3 AZ MK A                        001 49 38.5
 OG0627:UTM  17      -  AMH HAN 3 AZ MK A                        000 10 42.5
 OG0627
 OG0627|---------------------------------------------------------------------|
 OG0627| PID    Reference Object                     Distance      Geod. Az  |
 OG0627|                                                           dddmmss.s |
 OG0627| CZ9678 AMH HAN 3 AZ MK A                                  0014048.7 |
 OG0627| CZ9679 AMH HAN 3 AZ MK B                                  1770548.0 |
 OG0627|---------------------------------------------------------------------|
 OG0627
 OG0627                          SUPERSEDED SURVEY CONTROL
 OG0627
 OG0627  NAD 83(1986)-  43 00 35.97009(N)    078 47 56.61557(W) AD(       ) 2
 OG0627  NAD 27      -  43 00 35.76315(N)    078 47 57.49248(W) AD(       ) 2
 OG0627  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 OG0627
 OG0627.Superseded values are not recommended for survey control.
 OG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0627.See file dsdata.txt to determine how the superseded data were derived.
 OG0627
 OG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7936964275(NAD 83)
 OG0627_MARKER: DD = SURVEY DISK
 OG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0627
 OG0627  HISTORY     - Date     Condition        Report By
 OG0627  HISTORY     - 1972     MONUMENTED       NY-029
 OG0627  HISTORY     - 1988     GOOD             LOCSUR
 OG0627  HISTORY     - 19960615 GOOD             USPSQD
 OG0627
 OG0627                          STATION DESCRIPTION
 OG0627
 OG0627'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0627'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 4 MILES NORTHWEST
 OG0627'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 1.8 MILES NORTH
 OG0627'OF THE MILLERSPORT HWY. (NY RTE. 263) INTERCHANGE OF THE
 OG0627'YOUNGMANN EXPRESSWAY (INTERSTATE 290).
 OG0627'
 OG0627'TO REACH FROM THE INTERSECTION OF SHERIDAN DRIVE (NY RTE. 324)
 OG0627'AND NIAGARA FALLS BLVD. (U.S. RTE. 62) IN AMHERST, GO NORTH ON
 OG0627'NIAGARA FALLS BLVD. FOR 0.7 MILES TO MAPLE RD.  TURN RIGHT AND
 OG0627'GO EAST ON MAPLE ROAD FOR 1.45 MILES TO SWEET HOME ROAD.  TURN
 OG0627'LEFT AND GO NORTH ON SWEET HOME RD. FOR 1.4 MILES TO STATION ON
 OG0627'LEFT OPPOSITE DRIVEWAY TO SWEET HOME SENIOR HIGH SCHOOL.
 OG0627'
 OG0627'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0627'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 OG0627'AMH-HAN-3 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 OG0627'THE SAME.
 OG0627'
 OG0627'STATION IS INTERVISIBLE WITH STATION HANNY 1972.
 OG0627'
 OG0627'DISTANCE AND DIRECTION FROM STATION
 OG0627'
 OG0627'RP-1 CENTER OF SANITARY MANHOLE 14.26 FEET SW
 OG0627'
 OG0627'RP-2 CENTER OF MANHOLE 84.04 FEET E
 OG0627'
 OG0627'RP-3 CENTER OF FIRE HYDRANT 100.67 FEET SE
 OG0627'
 OG0627'RP-4 CENTER OF POWER POLE (NO NUMBER) 20.99 FEET N
 OG0627'
 OG0627'RP-5 CENTERLINE OF SWEET HOME ROAD 33.5 FEET E
 OG0627'
 OG0627'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0627'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 OG0627'AMH-HAN-3 AZ. A 1972.
 OG0627'
 OG0627'TO REACH FROM AMH-HAN-3, GO NORTH ON SWEET HOME RD. FOR 0.3
 OG0627'MILES TO STATION ON RIGHT AT HOUSE NO. 2001 AND JUST PAST DRIVE
 OG0627'TO HOUSE NO. 1991.
 OG0627'
 OG0627'DISTANCE AND DIRECTION FROM STATION
 OG0627'
 OG0627'RP-1 CENTERLINE OF SWEET HOME ROAD 25.0 FEET W
 OG0627'
 OG0627'RP-2 SOUTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 2001 111.37
 OG0627'FEET NE
 OG0627'
 OG0627'RP-3 CENTER OF SANITARY MANHOLE 36.0 FEET SE
 OG0627'
 OG0627'RP-4 CENTER OF FIRE HYDRANT 111.40 FEET S
 OG0627'
 OG0627'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0627'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0627'AMH-HAN-3 AZ. B 1972.
 OG0627'
 OG0627'TO REACH FROM AMH-HAN-3, GO SOUTH ON SWEET HOME RD. FOR 0.4
 OG0627'MILES TO STATION ON LEFT JUST BEFORE CHESTNUT RIDGE ROAD.
 OG0627'
 OG0627'DISTANCE AND DIRECTION FROM STATION
 OG0627'
 OG0627'RP-1 CENTER OF IRON PIN IN CENTER OF THE INTERSECTION OF SWEET
 OG0627'HOME AND CHESTNUT RIDGE ROADS - 169.11 FEET SW
 OG0627'
 OG0627'RP-2 CENTERLINE OF SWEET HOME ROAD - 24.6 FEET W
 OG0627'
 OG0627'RP-3 CENTER OF FIRE HYDRANT - 338.26 FEET N
 OG0627'
 OG0627'RP-4 CENTER OF MANHOLE - 197.03 FEET S
 OG0627
 OG0627                          STATION RECOVERY (1988)
 OG0627
 OG0627'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (ODG)
 OG0627'RECOVERED IN GOOD CONDITION.
 OG0627
 OG0627                          STATION RECOVERY (1996)
 OG0627
 OG0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 OG0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1188 ***********************************************************************
 NC1188  DESIGNATION -  AMH SMI 1
 NC1188  PID         -  NC1188
 NC1188  STATE/COUNTY-  NY/ERIE
 NC1188  USGS QUAD   -  ORCHARD PARK (1965)
 NC1188
 NC1188                         *CURRENT SURVEY CONTROL
 NC1188  ___________________________________________________________________
 NC1188* NAD 83(1996)-  42 58 10.62249(N)    078 41 49.16555(W)     ADJUSTED  
 NC1188* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 NC1188  ___________________________________________________________________
 NC1188  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 NC1188  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 NC1188
 NC1188  HORZ ORDER  -  SECOND
 NC1188
 NC1188.The horizontal coordinates were established by classical geodetic methods
 NC1188.and adjusted by the National Geodetic Survey in January 1999..
 NC1188
 NC1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1188
 NC1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1188
 NC1188.The geoid height was determined by GEOID03.
 NC1188
 NC1188;                    North         East     Units Scale Factor Converg.
 NC1188;SPC NY W     -   329,801.227   340,728.304   MT  0.99993856   -0 04 38.9
 NC1188;SPC NY W     - 1,082,022.86  1,117,872.78   sFT  0.99993856   -0 04 38.9
 NC1188;UTM  17      - 4,760,014.348   687,810.644   MT  1.00003395   +1 34 12.8
 NC1188
 NC1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1188!SPC NY W     -   0.99997212  x   0.99993856  =   0.99991068
 NC1188!UTM  17      -   0.99997212  x   1.00003395  =   1.00000607
 NC1188
 NC1188:                Primary Azimuth Mark                     Grid Az
 NC1188:SPC NY W     -  AMH SMI 1 AZ MK A                        001 50 19.9
 NC1188:UTM  17      -  AMH SMI 1 AZ MK A                        000 11 28.2
 NC1188
 NC1188|---------------------------------------------------------------------|
 NC1188| PID    Reference Object                     Distance      Geod. Az  |
 NC1188|                                                           dddmmss.s |
 NC1188| CZ9680 AMH SMI 1 AZ MK A                                  0014541.0 |
 NC1188|---------------------------------------------------------------------|
 NC1188
 NC1188                          SUPERSEDED SURVEY CONTROL
 NC1188
 NC1188  NAD 83(1986)-  42 58 10.62871(N)    078 41 49.16291(W) AD(       ) 2
 NC1188  NAD 27      -  42 58 10.41885(N)    078 41 50.05443(W) AD(       ) 2
 NC1188  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 NC1188
 NC1188.Superseded values are not recommended for survey control.
 NC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1188.See file dsdata.txt to determine how the superseded data were derived.
 NC1188
 NC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8781160014(NAD 83)
 NC1188_MARKER: DD = SURVEY DISK
 NC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1188
 NC1188  HISTORY     - Date     Condition        Report By
 NC1188  HISTORY     - 1972     MONUMENTED       NY-029
 NC1188  HISTORY     - 1989     GOOD             LOCSUR
 NC1188
 NC1188                          STATION DESCRIPTION
 NC1188
 NC1188'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1188'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 1 MILE NORTHWEST OF
 NC1188'THE COMMUNITY OF HARRIS HILL.  IT IS ALSO 2.5 MILES NORTHEAST OF
 NC1188'WILLIAMSVILLE.
 NC1188'
 NC1188'TO REACH FROM THE INTERSECTION OF MAIN STREET (NY RTE. 5) AND
 NC1188'HARRIS HILL ROAD IN HARRIS HILL, GO WEST ON MAIN ST. FOR 1 MILE
 NC1188'TO TRANSIT ROAD (NY RTE. 78).  TURN RIGHT AND GO NORTH ON
 NC1188'TRANSIT RD. FOR 0.3 MILES TO STATION ON LEFT 250 FEET PAST THE
 NC1188'TRANSIT TOWNE DODGE INC. BUILDING.
 NC1188'
 NC1188'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1188'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-SMI-1
 NC1188'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1188'
 NC1188'AZIMUTH MARK TO SOUTHEAST IS THE CENTERLINE OF THE SPIRE ATOP
 NC1188'THE NATIVITY B.V.M. R.C. CHURCH ON THE NORTHEAST CORNER OF MAIN
 NC1188'ST. AND HARRIS HILL ROAD IN HARRIS HILL.
 NC1188'
 NC1188'DISTANCE AND DIRECTION FROM STATION
 NC1188'
 NC1188'RP-1 CHISELED CROSS ON SOUTHWEST CORNER OF CONCRETE CULVERT
 NC1188'WALL 130.48 FEET N
 NC1188'
 NC1188'RP-2 PK NAIL IN POWER POLE NO. NYSEG 217/313 2.73 FEET W
 NC1188'
 NC1188'RP-3 CHISELED CROSS ON NORTHEAST CORNER OF CONCRETE
 NC1188'SIDEWALK 75.95 FEET SW
 NC1188'
 NC1188'RP-4 CHISELED CROSS ON NORTHWEST CORNER OF CONCRETE
 NC1188'SIDEWALK 76.28 FEET SW
 NC1188'
 NC1188'RP-5 EXTENDED LINE OF SOUTH SIDE OF SEARS BUILDING 135.5
 NC1188'FEET S
 NC1188'
 NC1188'RP-6 CENTERLINE OF TRANSIT ROAD 38.7 FEET E
 NC1188'
 NC1188'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1188'IN THE CONCRETE WALL OF A CATCH BASIN FLUSH WITH THE PAVING OF
 NC1188'TRANSIT RD.  THE DISK IS STAMPED AMH-SMI-1 AZ. A 1972.
 NC1188'
 NC1188'TO REACH FROM AMH-SMI-1, GO NORTH ON TRANSIT RD. (N.Y. RTE. 78)
 NC1188'FOR 0.45 MILES TO STATION ON RIGHT AT THE BEGINNING OF THE RAMP
 NC1188'TO SHERIDAN DRIVE EAST (N.Y. RTE. 324)
 NC1188'
 NC1188'DISTANCE AND DIRECTION FROM STATION
 NC1188'
 NC1188'RP-1 CHISELED CROSS ON NORTHWEST END OF CONCRETE WALL OF CATCH
 NC1188'BASIN 36.15 FEET NE
 NC1188'
 NC1188'RP-2 CHISELED CROSS ON NORTHWEST CORNER OF CONCRETE CULVERT
 NC1188'WALL 69.05 FEET SE
 NC1188'
 NC1188'RP-3 CHISELED CROSS ON NORTHWEST CORNER OF CONCRETE WALL OF
 NC1188'CATCH BASIN 34.78 FEET SE
 NC1188'
 NC1188'RP-4 CENTERLINE OF TRANSIT ROAD 39.3 FEET W
 NC1188
 NC1188                          STATION RECOVERY (1989)
 NC1188
 NC1188'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (TW)
 NC1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1443 ***********************************************************************
 NC1443  DESIGNATION -  AMH VET 1
 NC1443  PID         -  NC1443
 NC1443  STATE/COUNTY-  NY/ERIE
 NC1443  USGS QUAD   -  BUFFALO NE (1965)
 NC1443
 NC1443                         *CURRENT SURVEY CONTROL
 NC1443  ___________________________________________________________________
 NC1443* NAD 83(1996)-  42 57 36.20082(N)    078 48 45.64956(W)     ADJUSTED  
 NC1443* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 NC1443  ___________________________________________________________________
 NC1443  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 NC1443  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NC1443
 NC1443  HORZ ORDER  -  SECOND
 NC1443
 NC1443.The horizontal coordinates were established by classical geodetic methods
 NC1443.and adjusted by the National Geodetic Survey in January 1999..
 NC1443
 NC1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1443
 NC1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1443
 NC1443.The geoid height was determined by GEOID03.
 NC1443
 NC1443;                    North         East     Units Scale Factor Converg.
 NC1443;SPC NY W     -   328,758.332   331,287.872   MT  0.99994181   -0 09 22.7
 NC1443;SPC NY W     - 1,078,601.29  1,086,900.29   sFT  0.99994181   -0 09 22.7
 NC1443;UTM  17      - 4,758,700.374   678,403.414   MT  0.99999156   +1 29 27.7
 NC1443
 NC1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1443!SPC NY W     -   0.99997402  x   0.99994181  =   0.99991583
 NC1443!UTM  17      -   0.99997402  x   0.99999156  =   0.99996558
 NC1443
 NC1443:                Primary Azimuth Mark                     Grid Az
 NC1443:SPC NY W     -  AMH VET 1 AZ MK A                        065 44 35.4
 NC1443:UTM  17      -  AMH VET 1 AZ MK A                        064 05 45.0
 NC1443
 NC1443|---------------------------------------------------------------------|
 NC1443| PID    Reference Object                     Distance      Geod. Az  |
 NC1443|                                                           dddmmss.s |
 NC1443| CZ9681 AMH VET 1 AZ MK A                                  0653512.7 |
 NC1443|---------------------------------------------------------------------|
 NC1443
 NC1443                          SUPERSEDED SURVEY CONTROL
 NC1443
 NC1443  NAD 83(1986)-  42 57 36.20690(N)    078 48 45.64688(W) AD(       ) 2
 NC1443  NAD 27      -  42 57 35.99933(N)    078 48 46.52413(W) AD(       ) 2
 NC1443  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 NC1443
 NC1443.Superseded values are not recommended for survey control.
 NC1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1443.See file dsdata.txt to determine how the superseded data were derived.
 NC1443
 NC1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7840358700(NAD 83)
 NC1443_MARKER: DD = SURVEY DISK
 NC1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1443
 NC1443  HISTORY     - Date     Condition        Report By
 NC1443  HISTORY     - 1972     MONUMENTED       NY-029
 NC1443
 NC1443                          STATION DESCRIPTION
 NC1443
 NC1443'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1443'STATION IS LOCATED IN TOWN OF AMHERST ABOUT 3 MILES EAST OF THE
 NC1443'VILLAGE OF KENMORE.  IT IS ALSO 2.4 MILES WEST OF NY RTE. 5
 NC1443'(MAIN STREET) INTERCHANGE ON THE YOUNGMANN EXPRESSWAY (INTERSTATE
 NC1443'290).
 NC1443'
 NC1443'TO REACH FROM MAIN STREET (NY RTE. 5) AND NORTH BAILEY
 NC1443'AVE. (U.S. RTE. 62) IN AMHERST, GO NORTHEAST ON MAIN ST. FOR 0.08
 NC1443'MILES TO STATION ON LEFT NEAR HOUSE NO. 3690.
 NC1443'
 NC1443'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1443'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED AMH-VET-1
 NC1443'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1443'
 NC1443'STATION IS INTERVISIBLE WITH VETERANS RM-3 1972.
 NC1443'
 NC1443'AZIMUTH TO SOUTHWEST WAS THE CENTERLINE OF THE SMALL GREEN
 NC1443'(COPPER) SPIRE ATOP THE WHITE CUPOLA ON THE BRICK CHURCH KNOWN
 NC1443'AS UNIVERSITY PRESBYTERIAN CHURCH AT 3334 MAIN STREET, BUFFALO,
 NC1443'N.Y.
 NC1443'
 NC1443'DISTANCE AND DIRECTION FROM STATION
 NC1443'
 NC1443'RP-1 SOUTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 3690 83.91
 NC1443'FEET NE
 NC1443'
 NC1443'RP-2 PK NAIL IN UTILITY POLE 35.56 FEET NE
 NC1443'
 NC1443'RP-3 EAST EDGE OF RIM OF MANHOLE IN SIDEWALK 53.85 FEET SW
 NC1443'
 NC1443'RP-4 PK NAIL IN CONCRETE SIDEWALK JOINT 6.47 FEET NW
 NC1443'
 NC1443'RP-5 CENTERLINE OF MAIN ST.  38.5 FEET S
 NC1443'
 NC1443'RP-6 FACE OF CURB ON NORTH SIDE OF MAIN ST.  9.1 FEET S
 NC1443'
 NC1443'RP-7 CENTERLINE OF CROSBY CIRCLE 175.0 FEET W
 NC1443'
 NC1443'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1443'CONCRETE POST FLUSH WITH AND AGAINST A CONCRETE SIDEWALK AT AN
 NC1443'ANGLE POINT IN THE WALK.  THE DISK IS STAMPED AMH-VET-1 AZ. A
 NC1443'1972.
 NC1443'
 NC1443'TO REACH FROM AMH-VET-1, GO NORTHEAST ON MAIN ST. (NY RTE. 5)
 NC1443'FOR 0.2 MILES TO LONGLEAT PARKWAY AND STATION ON RIGHT AT THE
 NC1443'EAST CORNER OF THE INTERSECTION.
 NC1443'
 NC1443'DISTANCE AND DIRECTION FROM STATION
 NC1443'
 NC1443'RP-1 CENTERLINE OF MAIN STREET 37.0 FEET NW
 NC1443'
 NC1443'RP-2 FACE OF CURB ON SOUTH SIDE OF MAIN ST.  6.5 FEET NW
 NC1443'
 NC1443'RP-3 CENTERLINE OF LONGLEAT PKWY.  35.0 FEET SW
 NC1443'
 NC1443'RP-4 CENTER OF MANHOLE IN SIDEWALK 8.1 FEET SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0165 ***********************************************************************
 OG0165  DESIGNATION -  AMHERST 47
 OG0165  PID         -  OG0165
 OG0165  STATE/COUNTY-  NY/ERIE
 OG0165  USGS QUAD   -  
 OG0165
 OG0165                         *CURRENT SURVEY CONTROL
 OG0165  ___________________________________________________________________
 OG0165* NAD 83(1986)-  43 01 27.     (N)    078 49 20.     (W)     SCALED    
 OG0165* NAVD 88     -       175.425  (meters)     575.54   (feet)  ADJUSTED  
 OG0165  ___________________________________________________________________
 OG0165  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OG0165  DYNAMIC HT  -         175.380 (meters)     575.39  (feet)  COMP
 OG0165  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OG0165
 OG0165  VERT ORDER  -  SECOND    CLASS 0
 OG0165
 OG0165.The horizontal coordinates were scaled from a topographic map and have
 OG0165.an estimated accuracy of +/- 6 seconds.
 OG0165
 OG0165.The orthometric height was determined by differential leveling
 OG0165.and adjusted by the National Geodetic Survey in June 1991..
 OG0165
 OG0165.The geoid height was determined by GEOID03.
 OG0165
 OG0165.The dynamic height is computed by dividing the NAVD 88
 OG0165.geopotential number by the normal gravity value computed on the
 OG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0165.degrees latitude (g = 980.6199 gals.).
 OG0165
 OG0165.The modeled gravity was interpolated from observed gravity values.
 OG0165
 OG0165;                    North         East    Units  Estimated Accuracy
 OG0165;SPC NY W     -   335,880.      330,530.      MT  (+/- 180 meters Scaled)
 OG0165
 OG0165                          SUPERSEDED SURVEY CONTROL
 OG0165
 OG0165  NGVD 29 (??/??/92)  175.559  (m)          575.98   (f) ADJ UNCH    2 0
 OG0165
 OG0165.Superseded values are not recommended for survey control.
 OG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0165.See file dsdata.txt to determine how the superseded data were derived.
 OG0165
 OG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH774658(NAD 83)
 OG0165_MARKER: Z = SEE DESCRIPTION
 OG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0165_STAMPING: AMHERST 1935 BM NO. 47
 OG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0165+STABILITY: SURFACE MOTION
 OG0165
 OG0165  HISTORY     - Date     Condition        Report By
 OG0165  HISTORY     - 1935     MONUMENTED
 OG0165  HISTORY     - 1935     GOOD             NGS
 OG0165  HISTORY     - 1955     MARK NOT FOUND   NGS
 OG0165
 OG0165                          STATION DESCRIPTION
 OG0165
 OG0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OG0165'IN AMHERST.
 OG0165'AT AMHERST  45 FEET SOUTHEAST OF INTERSECTION OF NIAGARA FALLS BLVD.
 OG0165'AND SOUTH CREEK ROAD  36 FEET EAST OF CENTER LINE OF NIAGARA FALLS
 OG0165'BLVD. 30 FEET SOUTH OF CENTER LINE OF SOUTH CREEK RD. LEVEL WITH TOP
 OG0165'OF FINISHED ROADWAY  A CONCRETE POST.
 OG0165
 OG0165                          STATION RECOVERY (1955)
 OG0165
 OG0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OG0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0168 ***********************************************************************
 OG0168  DESIGNATION -  AMHERST 49
 OG0168  PID         -  OG0168
 OG0168  STATE/COUNTY-  NY/ERIE
 OG0168  USGS QUAD   -  
 OG0168
 OG0168                         *CURRENT SURVEY CONTROL
 OG0168  ___________________________________________________________________
 OG0168* NAD 83(1986)-  43 01 22.     (N)    078 43 56.     (W)     SCALED    
 OG0168* NAVD 88     -       178.890  (meters)     586.91   (feet)  ADJUSTED  
 OG0168  ___________________________________________________________________
 OG0168  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OG0168  DYNAMIC HT  -         178.844 (meters)     586.76  (feet)  COMP
 OG0168  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OG0168
 OG0168  VERT ORDER  -  SECOND    CLASS 0
 OG0168
 OG0168.The horizontal coordinates were scaled from a topographic map and have
 OG0168.an estimated accuracy of +/- 6 seconds.
 OG0168
 OG0168.The orthometric height was determined by differential leveling
 OG0168.and adjusted by the National Geodetic Survey in June 1991..
 OG0168
 OG0168.The geoid height was determined by GEOID03.
 OG0168
 OG0168.The dynamic height is computed by dividing the NAVD 88
 OG0168.geopotential number by the normal gravity value computed on the
 OG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0168.degrees latitude (g = 980.6199 gals.).
 OG0168
 OG0168.The modeled gravity was interpolated from observed gravity values.
 OG0168
 OG0168;                    North         East    Units  Estimated Accuracy
 OG0168;SPC NY W     -   335,710.      337,870.      MT  (+/- 180 meters Scaled)
 OG0168
 OG0168                          SUPERSEDED SURVEY CONTROL
 OG0168
 OG0168  NGVD 29 (??/??/92)  179.032  (m)          587.37   (f) ADJ UNCH    2 0
 OG0168
 OG0168.Superseded values are not recommended for survey control.
 OG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0168.See file dsdata.txt to determine how the superseded data were derived.
 OG0168
 OG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH847658(NAD 83)
 OG0168_MARKER: Z = SEE DESCRIPTION
 OG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0168_STAMPING: AMHERST 1935 BM NO. 49
 OG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0168+STABILITY: SURFACE MOTION
 OG0168
 OG0168  HISTORY     - Date     Condition        Report By
 OG0168  HISTORY     - 1935     MONUMENTED
 OG0168  HISTORY     - 1935     GOOD             NGS
 OG0168  HISTORY     - 1955     GOOD             NGS
 OG0168
 OG0168                          STATION DESCRIPTION
 OG0168
 OG0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OG0168'IN AMHERST.
 OG0168'IN AMHERST  0.5 MILE SOUTH OF INTERSECTION OF CASEY ROAD AND DODGE
 OG0168'ROAD  853 FEET NORTH OF CENTER LINE OF NYCRR  AT 90 DEG TURN ON CASEY
 OG0168'ROAD  36 FEET SOUTHWEST OF CENTER LINE OF CASEY ROAD  18 FEET WEST OF
 OG0168'LAMP POST NO. 469  ON CENTER LINE OF POWER LINE  1 1/2 FEET BELOW
 OG0168'FINISHED GRADE OF ROAD.
 OG0168
 OG0168                          STATION RECOVERY (1955)
 OG0168
 OG0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OG0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0170 ***********************************************************************
 OG0170  DESIGNATION -  AMHERST 50
 OG0170  PID         -  OG0170
 OG0170  STATE/COUNTY-  NY/ERIE
 OG0170  USGS QUAD   -  
 OG0170
 OG0170                         *CURRENT SURVEY CONTROL
 OG0170  ___________________________________________________________________
 OG0170* NAD 83(1986)-  43 01 07.     (N)    078 41 49.     (W)     SCALED    
 OG0170* NAVD 88     -       181.013  (meters)     593.87   (feet)  ADJUSTED  
 OG0170  ___________________________________________________________________
 OG0170  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OG0170  DYNAMIC HT  -         180.966 (meters)     593.72  (feet)  COMP
 OG0170  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 OG0170
 OG0170  VERT ORDER  -  SECOND    CLASS 0
 OG0170
 OG0170.The horizontal coordinates were scaled from a topographic map and have
 OG0170.an estimated accuracy of +/- 6 seconds.
 OG0170
 OG0170.The orthometric height was determined by differential leveling
 OG0170.and adjusted by the National Geodetic Survey in June 1991..
 OG0170
 OG0170.The geoid height was determined by GEOID03.
 OG0170
 OG0170.The dynamic height is computed by dividing the NAVD 88
 OG0170.geopotential number by the normal gravity value computed on the
 OG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0170.degrees latitude (g = 980.6199 gals.).
 OG0170
 OG0170.The modeled gravity was interpolated from observed gravity values.
 OG0170
 OG0170;                    North         East    Units  Estimated Accuracy
 OG0170;SPC NY W     -   335,240.      340,740.      MT  (+/- 180 meters Scaled)
 OG0170
 OG0170                          SUPERSEDED SURVEY CONTROL
 OG0170
 OG0170  NGVD 29 (??/??/92)  181.156  (m)          594.34   (f) ADJ UNCH    2 0
 OG0170
 OG0170.Superseded values are not recommended for survey control.
 OG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0170.See file dsdata.txt to determine how the superseded data were derived.
 OG0170
 OG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH876654(NAD 83)
 OG0170_MARKER: Z = SEE DESCRIPTION
 OG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0170_STAMPING: AMHERST 1935 BM NO. 50
 OG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0170+STABILITY: SURFACE MOTION
 OG0170
 OG0170  HISTORY     - Date     Condition        Report By
 OG0170  HISTORY     - 1935     MONUMENTED
 OG0170  HISTORY     - 1935     GOOD             NGS
 OG0170  HISTORY     - 1955     MARK NOT FOUND   NGS
 OG0170
 OG0170                          STATION DESCRIPTION
 OG0170
 OG0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OG0170'IN AMHERST.
 OG0170'IN AMHERST AT TRANSIT RR STATION  425 FEET EAST OF TRANSIT NYCRR
 OG0170'STATION  42 FEET SOUTHWEST OF INTERSECTION OF TRANSIT RD. AND NYCRR.
 OG0170'30 FEET WEST OF CENTER LINE OF TRANSIT ROAD  30 FEET SOUTH OF CENTER
 OG0170'LINE OF NYC TRACK 2 FEET BELOW TOP OF RAIL.
 OG0170
 OG0170                          STATION RECOVERY (1955)
 OG0170
 OG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OG0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3476 ***********************************************************************
 DH3476  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3476  DESIGNATION -  AMHERST COOP CORS ARP
 DH3476  CORS_ID     -  TOA1
 DH3476  PID         -  DH3476
 DH3476  STATE/COUNTY-  NY/ERIE
 DH3476  USGS QUAD   -  BUFFALO NE (1965)
 DH3476
 DH3476                         *CURRENT SURVEY CONTROL
 DH3476  ___________________________________________________________________
 DH3476* NAD 83(CORS)-  42 59 12.46230(N)    078 45 52.49880(W)     ADJUSTED  
 DH3476* NAVD 88     -                                                        
 DH3476  ___________________________________________________________________
 DH3476  EPOCH DATE  -        2002.00
 DH3476  X           -     910,503.333 (meters)                     COMP
 DH3476  Y           -  -4,583,506.003 (meters)                     COMP
 DH3476  Z           -   4,326,533.261 (meters)                     COMP
 DH3476  ELLIP HEIGHT-         153.25  (meters)          (05/??/05) GPS OBS
 DH3476  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DH3476
 DH3476  HORZ ORDER  -  SPECIAL (CORS)
 DH3476  ELLP ORDER  -  SPECIAL (CORS)
 DH3476
 DH3476.ITRF positions are available for this station.
 DH3476.The coordinates were established by GPS observations
 DH3476.and adjusted by the National Geodetic Survey in May 2005..
 DH3476.The coordinates are valid at the epoch date displayed above.
 DH3476.The epoch date for horizontal control is a decimal equivalence
 DH3476.of Year/Month/Day.
 DH3476
 DH3476
 DH3476.The PID for the CORS L1 Phase Center is DH3477.
 DH3476
 DH3476.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3476
 DH3476.The ellipsoidal height was determined by GPS observations
 DH3476.and is referenced to NAD 83.
 DH3476
 DH3476.The geoid height was determined by GEOID03.
 DH3476
 DH3476;                    North         East     Units Scale Factor Converg.
 DH3476;SPC NY W     -   331,719.093   335,218.484   MT  0.99994019   -0 07 24.9
 DH3476;SPC NY W     - 1,088,315.06  1,099,795.98   sFT  0.99994019   -0 07 24.9
 DH3476
 DH3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3476!SPC NY W     -   0.99997597  x   0.99994019  =   0.99991616
 DH3476
 DH3476                          SUPERSEDED SURVEY CONTROL
 DH3476
 DH3476.No superseded survey control is available for this station.
 DH3476
 DH3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8224761773(NAD 83)
 DH3476_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3476
 DH3476                          STATION DESCRIPTION
 DH3476
 DH3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3476'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3476'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3476'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3476'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3476'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3477 ***********************************************************************
 DH3477  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3477  DESIGNATION -  AMHERST COOP CORS L1 PHASE CENTER
 DH3477  CORS_ID     -  TOA1
 DH3477  PID         -  DH3477
 DH3477  STATE/COUNTY-  NY/ERIE
 DH3477  USGS QUAD   -  BUFFALO NE (1965)
 DH3477
 DH3477                         *CURRENT SURVEY CONTROL
 DH3477  ___________________________________________________________________
 DH3477* NAD 83(CORS)-  42 59 12.46229(N)    078 45 52.49884(W)     ADJUSTED  
 DH3477* NAVD 88     -                                                        
 DH3477  ___________________________________________________________________
 DH3477  EPOCH DATE  -        2002.00
 DH3477  X           -     910,503.344 (meters)                     COMP
 DH3477  Y           -  -4,583,506.061 (meters)                     COMP
 DH3477  Z           -   4,326,533.316 (meters)                     COMP
 DH3477  ELLIP HEIGHT-         153.33  (meters)          (05/??/05) GPS OBS
 DH3477  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DH3477
 DH3477  HORZ ORDER  -  SPECIAL (CORS)
 DH3477  ELLP ORDER  -  SPECIAL (CORS)
 DH3477
 DH3477.ITRF positions are available for this station.
 DH3477.The coordinates were established by GPS observations
 DH3477.and adjusted by the National Geodetic Survey in May 2005..
 DH3477.The coordinates are valid at the epoch date displayed above.
 DH3477.The epoch date for horizontal control is a decimal equivalence
 DH3477.of Year/Month/Day.
 DH3477
 DH3477
 DH3477.The PID for the CORS ARP is DH3476.
 DH3477
 DH3477.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3477
 DH3477.The ellipsoidal height was determined by GPS observations
 DH3477.and is referenced to NAD 83.
 DH3477
 DH3477.The geoid height was determined by GEOID03.
 DH3477
 DH3477;                    North         East     Units Scale Factor Converg.
 DH3477;SPC NY W     -   331,719.093   335,218.483   MT  0.99994019   -0 07 24.9
 DH3477;SPC NY W     - 1,088,315.06  1,099,795.97   sFT  0.99994019   -0 07 24.9
 DH3477
 DH3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3477!SPC NY W     -   0.99997595  x   0.99994019  =   0.99991615
 DH3477
 DH3477                          SUPERSEDED SURVEY CONTROL
 DH3477
 DH3477.No superseded survey control is available for this station.
 DH3477
 DH3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8224761773(NAD 83)
 DH3477_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3477
 DH3477                          STATION DESCRIPTION
 DH3477
 DH3477'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3477'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3477'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3477'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3477'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3477'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0553 ***********************************************************************
 OG0553  DESIGNATION -  AMHERST TRANSIT VALLEY CLUB TK
 OG0553  PID         -  OG0553
 OG0553  STATE/COUNTY-  NY/ERIE
 OG0553  USGS QUAD   -  
 OG0553
 OG0553                         *CURRENT SURVEY CONTROL
 OG0553  ___________________________________________________________________
 OG0553* NAD 83(1996)-  43 00 47.68588(N)    078 41 54.55996(W)     ADJUSTED  
 OG0553* NAVD 88     -                                                        
 OG0553  ___________________________________________________________________
 OG0553  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OG0553  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OG0553
 OG0553  HORZ ORDER  -  THIRD
 OG0553
 OG0553.The horizontal coordinates were established by classical geodetic methods
 OG0553.and adjusted by the National Geodetic Survey in January 1999..
 OG0553
 OG0553
 OG0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0553
 OG0553.The geoid height was determined by GEOID03.
 OG0553
 OG0553;                    North         East     Units Scale Factor Converg.
 OG0553;SPC NY W     -   334,647.917   340,612.709   MT  0.99993858   -0 04 42.8
 OG0553;SPC NY W     - 1,097,924.04  1,117,493.53   sFT  0.99993858   -0 04 42.8
 OG0553;UTM  17      - 4,764,856.167   687,555.656   MT  1.00003277   +1 34 13.7
 OG0553
 OG0553                          SUPERSEDED SURVEY CONTROL
 OG0553
 OG0553  NAD 83(1986)-  43 00 47.69230(N)    078 41 54.55760(W) AD(       ) 4
 OG0553  NAD 27      -  43 00 47.48388(N)    078 41 55.44797(W) AD(       ) 3
 OG0553
 OG0553.Superseded values are not recommended for survey control.
 OG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0553.See file dsdata.txt to determine how the superseded data were derived.
 OG0553
 OG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8755664856(NAD 83)
 OG0553_MARKER: 53 = ELEVATED TANK
 OG0553
 OG0553  HISTORY     - Date     Condition        Report By
 OG0553  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0553  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OG0553
 OG0553                          STATION DESCRIPTION
 OG0553
 OG0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0553'STATION IS THE BALL ATOP THE TRANSIT VALLEY COUNTRY CLUB WATER
 OG0553'TANK.  IT IS A 4 LEGGED SILVER TANK 125 FEET HIGH.
 OG0553'
 OG0553'STATION IS LOCATED AT THE TRANSIT VALLEY COUNTRY CLUB IN
 OG0553'AMHERST.
 OG0553
 OG0553                          STATION RECOVERY (1983)
 OG0553
 OG0553'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 OG0553'SEARCHED FOR AND NOT FOUND TANK HAS BEEN DEMOLISHED SEVERAL YEARS
 OG0553'AGO.  INFORMATION ON DEMOLITION RECEVED FROM ONE OF THE BOARD
 OG0553'MEMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1425 ***********************************************************************
 NC1425  DESIGNATION -  AMHERST WESTWOOD CLUB TANK
 NC1425  PID         -  NC1425
 NC1425  STATE/COUNTY-  NY/ERIE
 NC1425  USGS QUAD   -  BUFFALO NE (1965)
 NC1425
 NC1425                         *CURRENT SURVEY CONTROL
 NC1425  ___________________________________________________________________
 NC1425* NAD 83(1996)-  42 58 50.43158(N)    078 46 14.56233(W)     ADJUSTED  
 NC1425* NAVD 88     -                                                        
 NC1425  ___________________________________________________________________
 NC1425  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 NC1425  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NC1425
 NC1425  HORZ ORDER  -  THIRD
 NC1425
 NC1425.The horizontal coordinates were established by classical geodetic methods
 NC1425.and adjusted by the National Geodetic Survey in January 1999..
 NC1425
 NC1425
 NC1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1425
 NC1425.The geoid height was determined by GEOID03.
 NC1425
 NC1425;                    North         East     Units Scale Factor Converg.
 NC1425;SPC NY W     -   331,040.386   334,717.148   MT  0.99994037   -0 07 39.9
 NC1425;SPC NY W     - 1,086,088.33  1,098,151.18   sFT  0.99994037   -0 07 39.9
 NC1425;UTM  17      - 4,761,080.223   681,765.851   MT  1.00000646   +1 31 12.8
 NC1425
 NC1425                          SUPERSEDED SURVEY CONTROL
 NC1425
 NC1425  NAD 83(1986)-  42 58 50.43780(N)    078 46 14.55992(W) AD(       ) 4
 NC1425  NAD 27      -  42 58 50.22905(N)    078 46 15.44138(W) AD(       ) 3
 NC1425
 NC1425.Superseded values are not recommended for survey control.
 NC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1425.See file dsdata.txt to determine how the superseded data were derived.
 NC1425
 NC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8176661080(NAD 83)
 NC1425_MARKER: 53 = ELEVATED TANK
 NC1425
 NC1425  HISTORY     - Date     Condition        Report By
 NC1425  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1425  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NC1425  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 NC1425
 NC1425                          STATION DESCRIPTION
 NC1425
 NC1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1425'THE STATION IS THE BALL ATOP A SILVER 4 LEGGED WATER TANK.  IT
 NC1425'IS 115 FEET TALL AND OWNED BY WESTWOOD COUNTRY CLUB.
 NC1425'
 NC1425'IT IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 NC1425'MORGAN PARKWAY AND NORTH FOREST ROAD IN AMHERST.
 NC1425
 NC1425                          STATION RECOVERY (1990)
 NC1425
 NC1425'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLS)
 NC1425'MARK NOT FOUND.
 NC1425
 NC1425                          STATION RECOVERY (1991)
 NC1425
 NC1425'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0564 ***********************************************************************
 OG0564  DESIGNATION -  AMICO
 OG0564  PID         -  OG0564
 OG0564  STATE/COUNTY-  NY/ERIE
 OG0564  USGS QUAD   -  
 OG0564
 OG0564                         *CURRENT SURVEY CONTROL
 OG0564  ___________________________________________________________________
 OG0564* NAD 83(1996)-  43 05 14.43278(N)    078 38 15.80315(W)     ADJUSTED  
 OG0564* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 OG0564  ___________________________________________________________________
 OG0564  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 OG0564  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OG0564
 OG0564  HORZ ORDER  -  FIRST
 OG0564
 OG0564.The horizontal coordinates were established by classical geodetic methods
 OG0564.and adjusted by the National Geodetic Survey in January 1999..
 OG0564
 OG0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0564
 OG0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0564
 OG0564.The geoid height was determined by GEOID03.
 OG0564
 OG0564;                    North         East     Units Scale Factor Converg.
 OG0564;SPC NY W     -   342,874.043   345,571.570   MT  0.99993774   -0 02 13.8
 OG0564;SPC NY W     - 1,124,912.59  1,133,762.73   sFT  0.99993774   -0 02 13.8
 OG0564;UTM  17      - 4,773,222.567   692,276.069   MT  1.00005482   +1 36 51.1
 OG0564
 OG0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0564!SPC NY W     -   0.99997740  x   0.99993774  =   0.99991514
 OG0564!UTM  17      -   0.99997740  x   1.00005482  =   1.00003222
 OG0564
 OG0564|---------------------------------------------------------------------|
 OG0564| PID    Reference Object                     Distance      Geod. Az  |
 OG0564|                                                           dddmmss.s |
 OG0564| CZ9682 AMICO RM 1                           27.394 METERS 08444     |
 OG0564| CZ9684 AMICO RM 3                                         2740147.8 |
 OG0564| CZ9683 AMICO RM 2                           35.945 METERS 34407     |
 OG0564|---------------------------------------------------------------------|
 OG0564
 OG0564                          SUPERSEDED SURVEY CONTROL
 OG0564
 OG0564  NAD 83(1986)-  43 05 14.43921(N)    078 38 15.80095(W) AD(       ) 1
 OG0564  NAD 27      -  43 05 14.23038(N)    078 38 16.69548(W) AD(       ) 1
 OG0564  NGVD 29 (07/19/86)  179.6    (m)          589.     (f) VERT ANG       
 OG0564
 OG0564.Superseded values are not recommended for survey control.
 OG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0564.See file dsdata.txt to determine how the superseded data were derived.
 OG0564
 OG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9227673223(NAD 83)
 OG0564_MARKER: DS = TRIANGULATION STATION DISK
 OG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0564+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 OG0564
 OG0564  HISTORY     - Date     Condition        Report By
 OG0564  HISTORY     - 1972     MONUMENTED       NGS
 OG0564  HISTORY     - 20010331 GOOD             NGS
 OG0564  HISTORY     - 20020802 MARK NOT FOUND   USPSQD
 OG0564  HISTORY     - 20031014 GOOD             INDIV
 OG0564
 OG0564                          STATION DESCRIPTION
 OG0564
 OG0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0564'THE STATION IS LOCATED ABOUT 3 MILES EAST OF MILLERSPORT, 2
 OG0564'MILES NORTH OF WOLCOTTSBURG, 1 MILE SOUTH OF RAPIDS AND ON THE
 OG0564'PROPERTY OF ST AUGUSTINES CATHOLIC CHURCH.
 OG0564'
 OG0564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND
 OG0564'STATE HIGHWAY 263 IN MILLERSPORT, GO NORTH ON HIGHWAY 78 FOR 0.15
 OG0564'MILE TO A CROSSROAD.  TURN RIGHT AND GO EASTERLY ON A WINDING
 OG0564'ROAD (TONAWANDA CREEK ROAD) FOR 3.55 MILES TO REFERENCE MARK 3
 OG0564'ON THE LEFT.  CONTINUE NORTHEASTERLY ON TONAWANDA CREEK ROAD FOR
 OG0564'0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 OG0564'GOODRICH ROAD FOR 0.1 MILE TO THE ST AUGUSTINES CATHOLIC CHURCH
 OG0564'ON THE RIGHT AND THE STATION AS DESCRIBED.
 OG0564'
 OG0564'STATION MARK, STAMPED AMICO 1972 IS A STANDARD DISK SET IN THE
 OG0564'TOP OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 OG0564'GROUND.  IT IS 224 FEET SOUTH OF THE SOUTHEAST CORNER OF ST
 OG0564'AUGUSTINES CATHOLIC CHURCH, 80 FEET SOUTHWEST OF A FIRE HYDRANT,
 OG0564'69 FEET SOUTHWEST OF POWER POLE NUMBER V 329 157, 67 FEET WEST
 OG0564'OF THE CENTER OF GOODRICH ROAD AND 14 FEET NORTH OF 4 FOOT HIGH
 OG0564'HEDGE.
 OG0564'
 OG0564'REFERENCE MARK 1, STAMPED AMICO NO 1 1972 IS A STANDARD DISK
 OG0564'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 OG0564'THE GROUND.  IT IS 85 FEET SOUTHEAST OF THE FIRE HYDRANT, 73
 OG0564'FEET SOUTHEAST OF POWER POLE NUMBER V 329 157, 23.5 FEET EAST
 OG0564'OF THE CENTER OF GOODRICH ROAD AND 2 FEET NORTH OF A METAL
 OG0564'WITNESS POST.
 OG0564'
 OG0564'REFERENCE MARK 2, STAMPED AMICO NO 2 1972 IS A STANDARD DISK
 OG0564'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 OG0564'THE GROUND.  IT IS 112 FEET SOUTH OF THE SOUTHEAST CORNER OF
 OG0564'ST AUGUSTINES CATHOLIC CHURCH, 97 FEET WEST OF THE CENTER OF
 OG0564'GOODRICH ROAD, 88 FEET NORTHWEST OF POWERPOLE NUMBER V 329 157
 OG0564'AND 78 FEET NORTHWEST OF THE FIRE HYDRANT.
 OG0564'
 OG0564'REFERENCE MARK 3, STAMPED AMICO NO 3 1972 IS A STANDARD DISK
 OG0564'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 OG0564'THE GROUND.  IT IS 48.5 FEET SOUTHWEST OF A 6-INCH APPLE TREE,
 OG0564'48 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 24.5 FEET
 OG0564'NORTHWEST OF THE CENTER OF TONAWANDA CREEK ROAD AND 1.5 FEET
 OG0564'NORTHEAST OF POWER POLE NUMBER U 79 107.
 OG0564'
 OG0564'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 OG0564
 OG0564                          STATION RECOVERY (2001)
 OG0564
 OG0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OG0564
 OG0564                          STATION RECOVERY (2002)
 OG0564
 OG0564'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 OG0564'NEW CHURCH BUILT ON SITE OF OLD CHURCH.NEW PARKING LOT BUILT. NEW
 OG0564'RECTORY ALSO. MUCH ROAD WORK SINCE MONUMENTED. NO MARKS FOUND.
 OG0564
 OG0564                          STATION RECOVERY (2003)
 OG0564
 OG0564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RMD)
 OG0564'THE DISTANCES FROM THE FIRE HYDRANT AND THE POWER POLE ARE CORRECT.
 OG0564'THE DISTANCE FROM THE CENTERLINE OF THE ROAD IS NOW ABOUT 66 FT.  THE
 OG0564'MARK IS ALSO 13.4 FT WEST OF THE CENTER OF A 2 FT DIAMETER MAPLE TREE.
 OG0564'THE 4 FT HIGH HEDGE HAS BEEN REMOVED.  THE DISK IS NOW ABOUT 5 INCHES
 OG0564'BELOW THE GROUND LEVEL SINCE THE PROPERTY HAS BEEN FILLED.  THIS
 OG0564'INFORMATION IS SUBMITTED BY ACRES INTERNATIONAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1954 ***********************************************************************
 NB1954  DESIGNATION -  AMIDON
 NB1954  PID         -  NB1954
 NB1954  STATE/COUNTY-  NY/ALLEGANY
 NB1954  USGS QUAD   -  WEST ALMOND (1978)
 NB1954
 NB1954                         *CURRENT SURVEY CONTROL
 NB1954  ___________________________________________________________________
 NB1954* NAD 83(1996)-  42 21 46.54280(N)    077 56 26.51268(W)     ADJUSTED  
 NB1954* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 NB1954  ___________________________________________________________________
 NB1954  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 NB1954  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NB1954
 NB1954  HORZ ORDER  -  FIRST
 NB1954
 NB1954.The horizontal coordinates were established by classical geodetic methods
 NB1954.and adjusted by the National Geodetic Survey in January 1999..
 NB1954
 NB1954.The orthometric height was scaled from a topographic map.
 NB1954
 NB1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1954
 NB1954.The geoid height was determined by GEOID03.
 NB1954
 NB1954;                    North         East     Units Scale Factor Converg.
 NB1954;SPC NY W     -   262,604.435   402,936.013   MT  0.99997197   +0 25 58.9
 NB1954;SPC NY W     -   861,561.38  1,321,965.90   sFT  0.99997197   +0 25 58.9
 NB1954;UTM  18      - 4,694,262.455   257,837.216   MT  1.00032159   -1 58 56.9
 NB1954;UTM  17      - 4,694,607.391   751,930.527   MT  1.00038099   +2 03 45.1
 NB1954
 NB1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1954!SPC NY W     -   0.99990145  x   0.99997197  =   0.99987343
 NB1954!UTM  18      -   0.99990145  x   1.00032159  =   1.00022301
 NB1954!UTM  17      -   0.99990145  x   1.00038099  =   1.00028241
 NB1954
 NB1954:                Primary Azimuth Mark                     Grid Az
 NB1954:SPC NY W     -  BIRDSAIL                                 054 38 07.8
 NB1954:UTM  18      -  BIRDSAIL                                 057 03 03.6
 NB1954:UTM  17      -  BIRDSAIL                                 053 00 21.6
 NB1954
 NB1954|---------------------------------------------------------------------|
 NB1954| PID    Reference Object                     Distance      Geod. Az  |
 NB1954|                                                           dddmmss.s |
 NB1954| NB1951 BIRDSAIL                            APPROX. 6.8 KM 0550406.7 |
 NB1954| CZ9979 AMIDON RM 1                          21.507 METERS 08615     |
 NB1954| NB1957 JERSEY HILL FIRE TOWER              APPROX. 4.8 KM 1044829.5 |
 NB1954| CZ9980 AMIDON RM 2                          26.962 METERS 18043     |
 NB1954| CZ9978 AMIDON AZ MK                                       2234714.8 |
 NB1954|---------------------------------------------------------------------|
 NB1954
 NB1954                          SUPERSEDED SURVEY CONTROL
 NB1954
 NB1954  NAD 83(1986)-  42 21 46.54822(N)    077 56 26.50763(W) AD(       ) 1
 NB1954  NAD 27      -  42 21 46.30100(N)    077 56 27.49400(W) AD(       ) 1
 NB1954
 NB1954.Superseded values are not recommended for survey control.
 NB1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1954.See file dsdata.txt to determine how the superseded data were derived.
 NB1954
 NB1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5783794262(NAD 83)
 NB1954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1954+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 NB1954
 NB1954  HISTORY     - Date     Condition        Report By
 NB1954  HISTORY     - 1935     MONUMENTED       CGS
 NB1954  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1954  HISTORY     - 20010507 GOOD             INDIV
 NB1954
 NB1954                          STATION DESCRIPTION
 NB1954
 NB1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NB1954'STATION OCCUPIES HIGH POINT OF A HILL IN BIRDSALL TOWNSHIP 5.5
 NB1954'MILES NORTHEAST OF ANGELICA, AIRLINE, AND 9 MILES, AIRLINE, EAST
 NB1954'BY NORTH OF BELFAST.  STATION IS ON HIGH TIMBERED PART OF A
 NB1954'FLAT-TOPPED RIDGE RUNNING NORTH AND SOUTH, IN THE CENTER OF A
 NB1954'SMALL CLEARING SURROUNDED BY SECOND GROWTH TIMBER, 100 YARDS
 NB1954'NORTHEAST OF TWO MAPLE TREES WITH TRIANGULAR BLAZES WHICH STAND
 NB1954'ON NORTH SIDE OF A DIM WOODS ROAD NEAR TOP OF HILL.  IT IS
 NB1954'ABOUT 60 YARDS NORTH OF THIS ROAD, 84 FEET SOUTH-SOUTHWEST OF A
 NB1954'30-INCH BLAZED OAK TREE, AND 72 FEET WEST OF A 10-INCH BEECH
 NB1954'TREE.  STATION MARK PROJECTS 10 INCHES.  REFERENCE MARK NO. 1 IS
 NB1954'21.507 METERS NORTHEAST OF STATION, AT EDGE OF CLEARING, AND
 NB1954'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS 26.962
 NB1954'METERS SOUTH-SOUTHEAST OF STATION, AT EDGE OF CLEARING, AND
 NB1954'PROJECTS 5 INCHES.  AZIMUTH MARK IS 0.4 MILE, AIRLINE,
 NB1954'SOUTHWEST OF STATION, 5 PACES NORTHEAST OF CENTER LINE OF DIRT
 NB1954'ROAD, 11 PACES SOUTHWEST OF YELLOW SCHOOLHOUSE, AND 1
 NB1954'FOOT NORTHWEST OF SOUTHEAST WALL LINE.  MARK IS OPPOSITE YELLOW
 NB1954'CHURCH AND PROJECTS 4 INCHES.
 NB1954'
 NB1954'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1954'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1954'
 NB1954'TO REACH STATION FROM ANGELICA POST OFFICE, GO WEST ON ROUTE
 NB1954'63 FOR 1.6 MILES TO A CONCRETE ROAD TO RIGHT.  TURN RIGHT ON
 NB1954'CONCRETE AND GO 5.1 MILES TO A DIRT T-ROAD TO RIGHT.  TURN RIGHT
 NB1954'AND GO 2.25 MILES TO END OF ROAD.  TURN RIGHT AND GO 0.5 MILE TO
 NB1954'A DIM ROAD TO LEFT (ABOUT 100 YARDS NORTH OF A YELLOW
 NB1954'FARMHOUSE).  TURN LEFT (EAST) AND GO 0.25 MILE TO A DIM WAGON
 NB1954'TRAIL TO LEFT BETWEEN TWO BLAZED MAPLE TREES MENTIONED ABOVE.
 NB1954'TURN LEFT AND GO 100 YARDS TO STATION.  TO REACH AZIMUTH MARK FROM
 NB1954'STATION, GO 0.25 MILE TO DIRT ROAD, TURN LEFT ON DIRT ROAD
 NB1954'AND GO 0.25 MILE TO YELLOW SCHOOLHOUSE AND AZIMUTH MARK.
 NB1954'
 NB1954'DISTANCE BETWEEN REFERENCE MARKS IS 117.40 FEET.
 NB1954
 NB1954                          STATION RECOVERY (1974)
 NB1954
 NB1954'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1954'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 NB1954'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED DESTROYED
 NB1954'BY ROAD WIDENING, THE BOTTOM SECTION OF A CONCRETE MONUMENT WAS
 NB1954'FOUND IN THE VICINITY.  STATION IS COMPLETELY SURROUNDED BY
 NB1954'TIMBER AND A 50-FOOT TOWER WOULD BE REQUIRED AT PRESENT.
 NB1954'
 NB1954'STATION MARK IS A STANDARD DISK STAMPED AMIDON 1935, SET IN A
 NB1954'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 10 INCHES.
 NB1954'
 NB1954'RM NO. 1 IS A STANDARD DISK STAMPED AMIDON NO 1 1935, SET IN A
 NB1954'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 NB1954'
 NB1954'RM NO. 2 IS A STANDARD DISK STAMPED AMIDON NO 2 1935, SET IN A
 NB1954'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.
 NB1954'
 NB1954'TO REACH STATION FROM VILLAGE OF BIRDSALL, AT INTERSECTION OF
 NB1954'N.Y. RTE. 408 AND GILLIES HILL ROAD, GO WEST ON GILLIES HILL
 NB1954'RD. FOR 1.3 MILES.  TAKE T-ROAD LEFT AND GO SOUTH ON NUMBER ONE
 NB1954'RD. FOR 1.65 MILES TO INTERSECTION OF CARSON RD.  CONTINUE AHEAD
 NB1954'FOR 0.5 MILE, THEN PICK WAY EAST UP THROUGH TIMBER FOR 0.3 MILE
 NB1954'TO STATION.
 NB1954
 NB1954                          STATION RECOVERY (2001)
 NB1954
 NB1954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NB1954'THIS IS NOW STATE FOREST LAND,  RM1, RM2, AND STATION ALL
 NB1954'RECOVERED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2528 ***********************************************************************
 KU2528  DESIGNATION -  AMITY
 KU2528  PID         -  KU2528
 KU2528  STATE/COUNTY-  NY/SUFFOLK
 KU2528  USGS QUAD   -  AMITYVILLE (1979)
 KU2528
 KU2528                         *CURRENT SURVEY CONTROL
 KU2528  ___________________________________________________________________
 KU2528* NAD 83(1996)-  40 39 18.14371(N)    073 24 31.58092(W)     ADJUSTED  
 KU2528* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2528  ___________________________________________________________________
 KU2528  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 KU2528  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU2528
 KU2528  HORZ ORDER  -  SECOND
 KU2528
 KU2528.The horizontal coordinates were established by classical geodetic methods
 KU2528.and adjusted by the National Geodetic Survey in January 1999..
 KU2528
 KU2528.The orthometric height was scaled from a topographic map.
 KU2528
 KU2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2528
 KU2528.The geoid height was determined by GEOID03.
 KU2528
 KU2528;                    North         East     Units Scale Factor Converg.
 KU2528;SPC NY L     -    54,400.415   350,001.128   MT  1.00000067   +0 23 12.2
 KU2528;SPC NY L     -   178,478.69  1,148,295.37   sFT  1.00000067   +0 23 12.2
 KU2528;UTM  18      - 4,501,681.542   634,522.600   MT  0.99982274   +1 02 12.6
 KU2528
 KU2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2528!SPC NY L     -   1.00000497  x   1.00000067  =   1.00000564
 KU2528!UTM  18      -   1.00000497  x   0.99982274  =   0.99982771
 KU2528
 KU2528|---------------------------------------------------------------------|
 KU2528| PID    Reference Object                     Distance      Geod. Az  |
 KU2528|                                                           dddmmss.s |
 KU2528| CB6572 AMITY RM 2                           17.260 METERS 00647     |
 KU2528| KU2525 OBSERVATION TOWER                   APPROX. 1.2 KM 0405047.6 |
 KU2528| KU2458 LINDENHURST TANK                    APPROX. 4.8 KM 0433250.0 |
 KU2528| KU2444 LINDENHURST HS CLOCK TOWER          APPROX. 4.6 KM 0465430.5 |
 KU2528| CB6573 AMITY RM 3                           12.795 METERS 05156     |
 KU2528| KU2500 STRONG 2 RESET                      APPROX. 2.7 KM 0770133.2 |
 KU2528| KU2449 CHANNEL MARKER FLAG                 APPROX. 4.6 KM 1221909.4 |
 KU2528| KU2447 CEDAR ISLAND WEST END SHACK         APPROX. 4.0 KM 1223636.1 |
 KU2528| KU2531 CEDAR ISLAND NR SHACK IN WATER      APPROX. 3.7 KM 1302147.7 |
 KU2528| KU2524 CORINTH FLAGPOLE                    APPROX. 0.7 KM 2710514.3 |
 KU2528| CB6571 AMITY RM 1                           27.250 METERS 32932     |
 KU2528| KU2522 NEW                                 202.547 METERS 32945     |
 KU2528|---------------------------------------------------------------------|
 KU2528
 KU2528                          SUPERSEDED SURVEY CONTROL
 KU2528
 KU2528  NAD 83(1996)-  40 39 18.14689(N)    073 24 31.57954(W) AD(       ) 2
 KU2528  NAD 83(1992)-  40 39 18.14673(N)    073 24 31.57939(W) AD(       ) 2
 KU2528  NAD 83(1986)-  40 39 18.14737(N)    073 24 31.58004(W) AD(       ) 2
 KU2528  NAD 27      -  40 39 17.78500(N)    073 24 33.16300(W) AD(       ) 2
 KU2528
 KU2528.Superseded values are not recommended for survey control.
 KU2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2528.See file dsdata.txt to determine how the superseded data were derived.
 KU2528
 KU2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3452301682(NAD 83)
 KU2528_MARKER: DS = TRIANGULATION STATION DISK
 KU2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2528
 KU2528  HISTORY     - Date     Condition        Report By
 KU2528  HISTORY     - 1933     MONUMENTED       CGS
 KU2528  HISTORY     - 1937     SEE DESCRIPTION  CGS
 KU2528  HISTORY     - 1947     MARK NOT FOUND   CGS
 KU2528  HISTORY     - 1949     MARK NOT FOUND   CGS
 KU2528
 KU2528                          STATION DESCRIPTION
 KU2528
 KU2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2528'ON THE NORTH SHORE OF GREAT SOUTH BAY, S OF THE TOWN OF AMITYVILLE
 KU2528'AND E OF THE MOUTH OF AMITYVILLE CREEK.  IT IS NEAR THE SOUTHERN
 KU2528'EXTREMITY OF THE GROUNDS OF THE LARGE HOTEL AT THE SOUTHERN END OF
 KU2528'GRAND CENTRAL AVENUE.
 KU2528'
 KU2528'THE CENTER MARK IS A STANDARD DISK SET IN A TRUNCATED CONCRETE
 KU2528'CONE MONUMENT 12 INCHES BY 18 INCHES BY 42 INCHES, STAMPED AMITY -
 KU2528'1933.  IT IS ABOUT 10 METERS FROM HIGH WATER AND 18.3 METERS W OF
 KU2528'THE CANAL BULKHEAD AND 39.1 N OF THE SOUTHERN POINT OF THE BULKHEAD.
 KU2528'
 KU2528'THREE REFERENCE MARKS WERE ESTABLISHED STANDARD DISKS STAMPED
 KU2528'NO.1, NO.2, AND NO.3 SET IN SIMILAR MONUMENTS TO CENTER MARK.
 KU2528'
 KU2528'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 KU2528
 KU2528                          STATION RECOVERY (1937)
 KU2528
 KU2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 KU2528'LETTER OF MR. CHARLES ZERBARINI, 377 BROADWAY, NEW YORK,
 KU2528'3/3/37--...ON THE BEACH AT THE FOOT OF GRAND CENTRAL AVENUE,
 KU2528'AMITYVILLE, LONG ISLAND, ONE OF YOUR SURVEY MARKERS HAS BEEN
 KU2528'WASHED AWAY AND IS LYING ON ITS SIDE.  THE OTHER THREE SURVEY
 KU2528'MARKERS, NUMBERS 1, 2, AND 3, HAVE NOT AS YET BEEN DISTURBED BY
 KU2528'THE HIGH TIDE.
 KU2528
 KU2528                          STATION RECOVERY (1947)
 KU2528
 KU2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU2528'NO TRACE COULD BE FOUND OF STATION AND REFERENCE MARK 2.
 KU2528'REFERENCE MARK 3 WAS FOUND LYING IN CANAL, DESTROYED.  REFERENCE
 KU2528'MARK 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 IS 1.0
 KU2528'METER W OF BARBECUE PIT.
 KU2528
 KU2528                          STATION RECOVERY (1949)
 KU2528
 KU2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2528'STATION DESTROYED.  1947 RECOVERY NOTE FOR R.M. 1 IS ADEQUATE.
 KU2528'R.M. 1 WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1950 ***********************************************************************
 NB1950  DESIGNATION -  AMITY
 NB1950  PID         -  NB1950
 NB1950  STATE/COUNTY-  NY/ALLEGANY
 NB1950  USGS QUAD   -  WELLSVILLE NORTH (1976)
 NB1950
 NB1950                         *CURRENT SURVEY CONTROL
 NB1950  ___________________________________________________________________
 NB1950* NAD 83(1996)-  42 12 03.03383(N)    077 58 26.78012(W)     ADJUSTED  
 NB1950* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 NB1950  ___________________________________________________________________
 NB1950  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 NB1950  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 NB1950
 NB1950  HORZ ORDER  -  FIRST
 NB1950
 NB1950.The horizontal coordinates were established by classical geodetic methods
 NB1950.and adjusted by the National Geodetic Survey in January 1999..
 NB1950
 NB1950.The orthometric height was scaled from a topographic map.
 NB1950
 NB1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1950
 NB1950.The geoid height was determined by GEOID03.
 NB1950
 NB1950;                    North         East     Units Scale Factor Converg.
 NB1950;SPC NY W     -   244,580.911   400,312.900   MT  0.99996864   +0 24 33.3
 NB1950;SPC NY W     -   802,429.21  1,313,359.91   sFT  0.99996864   +0 24 33.3
 NB1950;SPC NY C     -   245,337.717   135,142.562   MT  1.00009977   -0 56 03.6
 NB1950;SPC NY C     -   804,912.16    443,380.22   sFT  1.00009977   -0 56 03.6
 NB1950;UTM  18      - 4,676,358.810   254,456.758   MT  1.00034191   -1 59 55.7
 NB1950;UTM  17      - 4,676,509.346   749,819.336   MT  1.00036798   +2 02 01.1
 NB1950
 NB1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1950!SPC NY W     -   0.99989747  x   0.99996864  =   0.99986611
 NB1950!SPC NY C     -   0.99989747  x   1.00009977  =   0.99999723
 NB1950!UTM  18      -   0.99989747  x   1.00034191  =   1.00023934
 NB1950!UTM  17      -   0.99989747  x   1.00036798  =   1.00026541
 NB1950
 NB1950:                Primary Azimuth Mark                     Grid Az
 NB1950:SPC NY W     -  WELLSVILLE                               141 00 34.6
 NB1950:SPC NY C     -  WELLSVILLE                               142 21 11.5
 NB1950:UTM  18      -  WELLSVILLE                               143 25 03.6
 NB1950:UTM  17      -  WELLSVILLE                               139 23 06.8
 NB1950
 NB1950|---------------------------------------------------------------------|
 NB1950| PID    Reference Object                     Distance      Geod. Az  |
 NB1950|                                                           dddmmss.s |
 NB1950| NB1949 WELLSVILLE                          APPROX. 6.4 KM 1412507.9 |
 NB1950| CZ9981 AMITY RM 1                           34.199 METERS 22658     |
 NB1950| CZ9982 AMITY RM 2                           31.433 METERS 31224     |
 NB1950|---------------------------------------------------------------------|
 NB1950
 NB1950                          SUPERSEDED SURVEY CONTROL
 NB1950
 NB1950  NAD 83(1986)-  42 12 03.03644(N)    077 58 26.77480(W) AD(       ) 1
 NB1950  NAD 27      -  42 12 02.79295(N)    077 58 27.76667(W) AD(       ) 1
 NB1950
 NB1950.Superseded values are not recommended for survey control.
 NB1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1950.See file dsdata.txt to determine how the superseded data were derived.
 NB1950
 NB1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5445776359(NAD 83)
 NB1950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1950
 NB1950  HISTORY     - Date     Condition        Report By
 NB1950  HISTORY     - 1929     MONUMENTED       CGS
 NB1950  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NB1950  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NB1950  HISTORY     - 1981     GOOD             NYDPW
 NB1950  HISTORY     - 20010823 GOOD             INDIV
 NB1950
 NB1950                          STATION DESCRIPTION
 NB1950
 NB1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NB1950'THIS STATION IS IN AMITY TOWNSHIP, ABOUT 2-1/2 MILES N BY E OF THE
 NB1950'VILLAGE OF SCIO, NEAR THE TOP OF A FLAT-TOPPED, HEAVILY WOODED
 NB1950'HILL.  IT IS ABOUT 250 METERS SE OF THE HIGHEST POINT ON THE HILL,
 NB1950'IN A SMALL CLEARED SPACE IN THE WOODS, 7.8 METERS SE OF AN OIL
 NB1950'PUMP AND ABOUT 4 METERS S OF THE PUMP LINE LEADING TO THE PUMP,
 NB1950'PROLONGED.
 NB1950'
 NB1950'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NB1950'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.  THE
 NB1950'SURFACE MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 NB1950'GROUND.
 NB1950'
 NB1950'REFERENCE MARK NO.1 IS ALONG THE W EDGE OF A CLEARED TRAIL IN THE
 NB1950'WOODS ABOUT 5 METERS S OF A PUMP LINE THAT GOES TO A PUMP TO THE
 NB1950'SE OF THE STATION.  IT IS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NB1950'
 NB1950'REFERENCE MARK NO.2 IS ABOUT 2 FEET S OF THE PUMP LINE WHICH
 NB1950'CONNECTS WITH THE PUMP AT THE STATION.  IT IS 4 INCHES ABOVE THE
 NB1950'SURFACE OF THE GROUND.
 NB1950'
 NB1950'TO REACH THE STATION FROM SCIO GO N ON STATE HIGHWAY 0.3
 NB1950'MILE.  HERE TURN RIGHT ON A DIRT ROAD AND AT 1.0 MILE PASS A
 NB1950'FARMHOUSE AND 2 LARGE RED BARNS ON THE LEFT HAND SIDE OF THE
 NB1950'ROAD.  ABOUT 250 METERS BEYOND THESE BUILDINGS AND JUST ACROSS A
 NB1950'SMALL BRIDGE THE ROAD TURNS TO THE RIGHT AND A WAGON ROAD GOES TO
 NB1950'THE LEFT UP A SMALL RAVINE.  FOLLOW THE WAGON ROAD UP THE
 NB1950'RAVINE, OUT ONTO A MEADOW ON THE W SIDE AND ACROSS THE MEADOW
 NB1950'AND INTO THE WOODS THROUGH A WOODEN GATE.  THESE WOODS HAVE
 NB1950'NUMEROUS OLD ROADS IN THEM.  ALSO MANY OIL AND PUMP LINES.  KEEP TO
 NB1950'THE MAIN-TRAVELED ROAD IN THE WOODS AND FOLLOW TO THE TOP OF THE
 NB1950'HILL.  NEAR THE TOP AN OLD BUILDING CAN BE SEEN TO THE RIGHT
 NB1950'ABOUT 100 FEET DISTANT.  AT A POINT WHERE THE ROAD FORKS IN
 NB1950'CROSSING A PIPE LINE.  TAKE RIGHT FORK HERE AND GO ABOUT 180
 NB1950'METERS TO ANOTHER FORK.  HERE LEAVE MAIN ROAD AND FOLLOW DIM
 NB1950'ROAD TO RIGHT FOR ABOUT 75 METERS THEN LEAVE ROAD AND TURN
 NB1950'LEFT ALONG A CLEARED LINE THROUGH THE WOODS.  FOLLOW THE
 NB1950'LINE ABOUT 180 METERS TO THE STATION PASSING A PUMP ON THE
 NB1950'LEFT ABOUT 30 METERS AFTER LEAVING THE ROAD.
 NB1950'
 NB1950'HEIGHT OF SIGNAL ABOVE STATION MARK - 21 METERS.
 NB1950
 NB1950                          STATION RECOVERY (1969)
 NB1950
 NB1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NB1950'SEARCHED FOR BUT NOT RECOVERED.  THE OIL FIELD IS ABANDONED AND
 NB1950'OVERGROWN AND THERE ARE FEW REMAINS OF THE OLD WELL SITES.  DUE TO
 NB1950'HEAVY TIMBER AND LARGE FLAT AREA ON RIDGE IT IS DIFFICULT TO
 NB1950'DETERMINE CORRECT POINT.  STATION CAN PROBABLY BE RECOVERED BY
 NB1950'TRAVERSE OR BY MORE EXTENSIVE TRIANGULATION THAN ATTEMPTED AT
 NB1950'THIS TIME.
 NB1950'
 NB1950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1950'2-1/2 MILES NORTH-NORTHEAST OF SCIO.
 NB1950
 NB1950                          STATION RECOVERY (1970)
 NB1950
 NB1950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NB1950'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 NB1950'COMPLETE DESCRIPTION FOLLOWS--
 NB1950'
 NB1950'STATION IS LOCATED ON A HEAVILY-TIMBERED RIDGE THAT HAS A LONG,
 NB1950'FLAT, SLOPING TOP.  ABOUT 200 YARDS SOUTHERLY FROM NORTH END, AND
 NB1950'HIGHEST POINT OF RIDGE, 147.03 FEET WEST OF THE SOUTHWEST CORNER OF
 NB1950'OLD, SHEET-METAL PUMPHOUSE, AND ALONG THE NORTHEAST SIDE OF OLD,
 NB1950'DIM, LOGGING ROAD, WHERE IT MAKES A 90-DEGREE TURN FROM NORTHWEST
 NB1950'TO SOUTHWEST.
 NB1950'
 NB1950'TO REACH STATION FROM THE POST OFFICE IN SCIO, GO NORTH ON STATE
 NB1950'HIGHWAY 19 FOR 0.35 MILE.  TURN RIGHT, ON DRY CREEK ROAD, AND GO
 NB1950'1.1 MILES TO TRACK ROAD LEFT, UP RAVINE.  GO LEFT ON TRACK ROAD FOR
 NB1950'0.2 MILE TO EDGE OF FOREST.  KEEP AHEAD ON ROAD INTO FOREST, UP
 NB1950'STEEP GRADES, FOR 0.6 MILE TO PIPELINE CROSSING ROAD, AND REMAINS
 NB1950'OF OLD CABIN 125 FEET TO RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO
 NB1950'SIDE ROAD RIGHT.  GO RIGHT FOR 25 YARDS, THEN TAKE LEFT FORK
 NB1950'NORTHERLY ALONG RIDGE FOR 0.2 MILE TO A CLEARING AT OLD
 NB1950'PUMPHOUSE.  TAKE DIM ROAD LEFT, NORTHWEST, FOR 40 YARDS TO
 NB1950'STATION ON RIGHT.  NOTE--4-WHEEL-DRIVE VEHICLE
 NB1950'REQUIRED.
 NB1950'
 NB1950'STATION MARK IS A STANDARD DISK STAMPED AMITY 1929, SET IN THE TOP
 NB1950'OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NB1950'GROUND.  IT IS 17 FEET NORTHEAST OF CENTER LINE OF OLD ROAD, 15
 NB1950'FEET NORTHWEST OF A 2-FOOT STUMP SETTING AT NORTHEAST SIDE OF
 NB1950'ROAD, 28 FEET NORTHEAST OF TRIANGLE BLAZE ON A 10-INCH TREE, 12.5
 NB1950'FEET NORTHWEST OF TRIANGLE BLAZE ON A 6-INCH MAPLE, AND 3 FEET
 NB1950'NORTH OF A METAL WITNESS POST.
 NB1950'
 NB1950'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AMITY NO 1
 NB1950'1929 SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NB1950'PROJECTING 3 INCHES FROM GROUND.  IT IS AT NORTHWEST EDGE OF DIM
 NB1950'ROAD, 6-1/2 FEET NORTHEAST OF TRIANGLE BLAZE ON A 10-INCH TREE
 NB1950'AND 5 FEET LOWER THAN STATION MARK.
 NB1950'
 NB1950'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AMITY NO 2
 NB1950'1929 SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NB1950'PROJECTING 3 INCHES FROM GROUND.  IT IS 3 FEET SOUTHWEST OF REMAINS
 NB1950'OF OLD PUMP LINE, 12-1/2 FEET WEST-SOUTHWEST OF TRIANGLE BLAZE ON
 NB1950'A 12-INCH TREE, AND 3 FEET HIGHER THAN STATION MARK.
 NB1950'
 NB1950'NOTE--ALL MARKS BECOME COVERED WITH LEAVES AND DEBRIS.
 NB1950'
 NB1950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1950'2-1/2 MILES NORTHEAST OF SCIO.
 NB1950
 NB1950                          STATION RECOVERY (1981)
 NB1950
 NB1950'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1981 (JCP)
 NB1950'AMITY 1929 RECOVERED GOOD.
 NB1950'
 NB1950'AMITY NO. 1 1929 RECOVERED GOOD.
 NB1950'
 NB1950'AMITY NO. 2 1929 RECOVERED GOOD.
 NB1950'
 NB1950'STATION DESCRIPTION IS ADEQUATE, HOWEVER EXTENSIVE LOGGING
 NB1950'OPERATIONS IN 1980 AND REMOVAL OF OIL PIPE (ROD) LINES OBSCURE SOME
 NB1950'PHYSICAL FEATURES IN THE AREA OF THE STATION MARK AND REFERENCE
 NB1950'MARKS.  CHANGES ARE NOTED AS FOLLOWS--
 NB1950'
 NB1950'STATION MARK--ALL TREE BLAZES AS DESCRIBED IN THE 1970 RECOVERY
 NB1950'NOTE WERE RE-BLAZED.
 NB1950'
 NB1950'REFERENCE MARK NO. 1--BLAZED 10 INCH TREE DESCRIBED IN 1970 RECOVERY
 NB1950'NOTE GONE.  REFERENCE MARK IS LOCATED 25 FEET SOUTHWEST OF A NEW
 NB1950'TRIANGLE BLAZE ON A 6 INCH TREE AND 18.5 FEET NORTH-NORTHWEST OF A
 NB1950'NEW TRIANGLE BLAZE ON A 12 INCH TREE.
 NB1950'
 NB1950'REFERENCE MARK NO. 2--OLD PUMP (ROD) LINE AND 12 INCH TREE DESCRIBED
 NB1950'IN 1970 RECOVERY NOTE GONE.  REFERENCE MARK IS LOCATED 12.5 FEET
 NB1950'WEST-SOUTHWEST OF A 20 INCH STUMP, 14 FEET EAST-NORTHEAST OF A NEW
 NB1950'TRIANGLE BLAZE ON A 10 INCH THREE TRUNKED TREE, AND 23.5 FEET
 NB1950'NORTH OF A NEW TRIANGLE BLAZE IN A 6 INCH TREE.
 NB1950'
 NB1950'DESCRIPTION TO REACH STATION MARKS SHOULD BE MODIFIED AS FOLLOWS--
 NB1950'SCIO POST OFFICE HAS BEEN RELOCATED.
 NB1950'
 NB1950'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 NB1950'STATE HIGHWAY 19 AND COUNTY ROUTE 9 IN SCIO, GO NORTH ON STATE
 NB1950'HIGHWAY 19 FOR 0.45 MILE.  TURN RIGHT ON DRY BROOK ROAD AND GO 1.1
 NB1950'MILES TO TRACK ROAD LEFT, UP RAVINE.  GO 0.2 MILE ON THE TRACK
 NB1950'ROAD UP THE RAVINE ONTO A MEADOW, ACROSS THE MEADOW TO EDGE OF
 NB1950'FOREST.  THEN UP STEEP GRADES FOR 0.4 MILE TO FORK IN ROAD, TAKE
 NB1950'LEFT FORK UP STEEP GRADE FOR 0.35 MILES TO SIDE ROAD RIGHT
 NB1950'(THERE IS AN OLD 6 INCHES WELL CASING ABOUT 10 YARDS UP SIDE
 NB1950'ROAD ON RIGHT).  GO RIGHT FOR 25 YARDS, THEN TAKE LEFT FORK
 NB1950'NORTHERLY ALONG RIDGE FOR 0.2 MILE TO A CLEARING AT OLD
 NB1950'PUMPHOUSE, NOW A HUNTING CABIN.  TAKE DIM ROAD NORTHWEST FOR 40
 NB1950'YARDS TO STATION ON RIGHT, NOTE--4 WHEEL DRIVE VEHICLE REQUIRED.
 NB1950
 NB1950                          STATION RECOVERY (2001)
 NB1950
 NB1950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NB1950'STATION IS 4 FEET NORTH OF A METAL WITNESS POST.  RM1 37 PACES AT
 NB1950'254 DEGREES FROM STATION.  RM2 35 PACES AT 340 DEGREES FROM
 NB1950'STATION.  ALL REFERENCES TO BLAZE MARKS ON TREES ETC. ARE OF NO USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0643 ***********************************************************************
 KU0643  DESIGNATION -  AMITYVILLE
 KU0643  PID         -  KU0643
 KU0643  STATE/COUNTY-  NY/SUFFOLK
 KU0643  USGS QUAD   -  AMITYVILLE (1979)
 KU0643
 KU0643                         *CURRENT SURVEY CONTROL
 KU0643  ___________________________________________________________________
 KU0643* NAD 83(1986)-  40 40 35.     (N)    073 25 06.     (W)     SCALED    
 KU0643* NAVD 88     -         6.527  (meters)      21.41   (feet)  ADJUSTED  
 KU0643  ___________________________________________________________________
 KU0643  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU0643  DYNAMIC HT  -           6.525 (meters)      21.41  (feet)  COMP
 KU0643  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 KU0643
 KU0643  VERT ORDER  -  SECOND    CLASS 0
 KU0643
 KU0643.The horizontal coordinates were scaled from a topographic map and have
 KU0643.an estimated accuracy of +/- 6 seconds.
 KU0643
 KU0643.The orthometric height was determined by differential leveling
 KU0643.and adjusted by the National Geodetic Survey in June 1991..
 KU0643
 KU0643.The geoid height was determined by GEOID03.
 KU0643
 KU0643.The dynamic height is computed by dividing the NAVD 88
 KU0643.geopotential number by the normal gravity value computed on the
 KU0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0643.degrees latitude (g = 980.6199 gals.).
 KU0643
 KU0643.The modeled gravity was interpolated from observed gravity values.
 KU0643
 KU0643;                    North         East    Units  Estimated Accuracy
 KU0643;SPC NY L     -    56,770.      349,180.      MT  (+/- 180 meters Scaled)
 KU0643
 KU0643                          SUPERSEDED SURVEY CONTROL
 KU0643
 KU0643  NGVD 29 (??/??/92)    6.896  (m)           22.62   (f) ADJ UNCH    2 0
 KU0643
 KU0643.Superseded values are not recommended for survey control.
 KU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0643.See file dsdata.txt to determine how the superseded data were derived.
 KU0643
 KU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL336040(NAD 83)
 KU0643_MARKER: DB = BENCH MARK DISK
 KU0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0643_SP_SET: COPING
 KU0643_STAMPING: 22.625 AMITYVILLE 1932
 KU0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0643
 KU0643  HISTORY     - Date     Condition        Report By
 KU0643  HISTORY     - 1932     MONUMENTED       CGS
 KU0643  HISTORY     - 1988     GOOD             USPSQD
 KU0643
 KU0643                          STATION DESCRIPTION
 KU0643
 KU0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0643'AT AMITYVILLE.
 KU0643'AT AMITYVILLE, SUFFOLK COUNTY, ON PARK AVENUE, 100 YARDS SOUTHWEST
 KU0643'OF THE INTERSECTION OF IRELAND PLACE, AT THE EAST SIDE OF THE
 KU0643'ELEMENTARY SCHOOL BUILDING, IN THE TOP OF THE CONCRETE COPING
 KU0643'OF THE BRICK WALL AROUND THE AREAWAY, 87 INCHES NORTH OF THE
 KU0643'NORTH CYCLONE FENCE AROUND A RECREATION AREA, 13 INCHES NORTH
 KU0643'OF THE SOUTHEAST CORNER OF THE COPING, 5 INCHES NORTH-NORTHEAST
 KU0643'OF THE SOUTHEAST CORNER OF AN IRON FENCE, AND 8 INCHES ABOVE
 KU0643'THE GROUND.  A STANDARD DISK, STAMPED 22.625 AMITYVILLE 1932.
 KU0643
 KU0643                          STATION RECOVERY (1988)
 KU0643
 KU0643'RECOVERY NOTE BY US POWER SQUADRON 1988 (JH)
 KU0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2108 ***********************************************************************
 KU2108  DESIGNATION -  AMITYVILLE RESET 1978
 KU2108  PID         -  KU2108
 KU2108  STATE/COUNTY-  NY/SUFFOLK
 KU2108  USGS QUAD   -  AMITYVILLE (1979)
 KU2108
 KU2108                         *CURRENT SURVEY CONTROL
 KU2108  ___________________________________________________________________
 KU2108* NAD 83(1986)-  40 40 35.     (N)    073 25 06.     (W)     SCALED    
 KU2108* NAVD 88     -         6.46   (+/-2cm)      21.2    (feet)  VERTCON   
 KU2108  ___________________________________________________________________
 KU2108  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU2108
 KU2108  VERT ORDER  -  THIRD (See Below)
 KU2108
 KU2108.The horizontal coordinates were scaled from a topographic map and have
 KU2108.an estimated accuracy of +/- 6 seconds.
 KU2108
 KU2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2108.The vertical order pertains to the NGVD 29 superseded value.
 KU2108
 KU2108.The geoid height was determined by GEOID03.
 KU2108
 KU2108;                    North         East    Units  Estimated Accuracy
 KU2108;SPC NY L     -    56,770.      349,180.      MT  (+/- 180 meters Scaled)
 KU2108
 KU2108                          SUPERSEDED SURVEY CONTROL
 KU2108
 KU2108  NGVD 29 (09/01/04)    6.83   (m)           22.4    (f) RESET       3  
 KU2108
 KU2108.Superseded values are not recommended for survey control.
 KU2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2108.See file dsdata.txt to determine how the superseded data were derived.
 KU2108
 KU2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL336040(NAD 83)
 KU2108_MARKER: DB = BENCH MARK DISK
 KU2108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU2108_SP_SET: CONCRETE VAULT
 KU2108_STAMPING: AMITYVILLE RESET 1978
 KU2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2108
 KU2108  HISTORY     - Date     Condition        Report By
 KU2108  HISTORY     - 1978     MONUMENTED       NGS
 KU2108  HISTORY     - 1988     GOOD             USPSQD
 KU2108  HISTORY     - 1991     GOOD             USPSQD
 KU2108  HISTORY     - 20030512 GOOD             USPSQD
 KU2108  HISTORY     - 20040712 GOOD             USPSQD
 KU2108
 KU2108                          STATION DESCRIPTION
 KU2108
 KU2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KU2108'IN AMITYVILLE.
 KU2108'IN THE FRONT LAWN OF THE AMITYVILLE ELEMENTARY SCHOOL, WHICH IS IN
 KU2108'THE SOUTHWEST ANGLE OF THE INTERSECTION OF PARK AVENUE AND IRELAND
 KU2108'PLACE IN AMITYVILLE, 119 FEET WEST-NORTHWEST OF THE CENTER OF PARK
 KU2108'AVENUE, 61 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 KU2108'61 FEET SOUTH-SOUTHEAST OF THE MAIN ENTRANCE DOOR AND 40 FEET
 KU2108'WEST-NORTHWEST OF A FLAG POLE.
 KU2108
 KU2108                          STATION RECOVERY (1988)
 KU2108
 KU2108'RECOVERY NOTE BY US POWER SQUADRON 1988 (JH)
 KU2108'RECOVERED IN GOOD CONDITION.
 KU2108
 KU2108                          STATION RECOVERY (1991)
 KU2108
 KU2108'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU2108'RECOVERED IN GOOD CONDITION.
 KU2108
 KU2108                          STATION RECOVERY (2003)
 KU2108
 KU2108'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2108'RECOVERED IN GOOD CONDITION.
 KU2108
 KU2108                          STATION RECOVERY (2004)
 KU2108
 KU2108'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2503 ***********************************************************************
 KU2503  DESIGNATION -  AMITYVILLE SIMPSON METH CHURCH
 KU2503  PID         -  KU2503
 KU2503  STATE/COUNTY-  NY/SUFFOLK
 KU2503  USGS QUAD   -  AMITYVILLE (1979)
 KU2503
 KU2503                         *CURRENT SURVEY CONTROL
 KU2503  ___________________________________________________________________
 KU2503* NAD 83(1996)-  40 41 17.66126(N)    073 25 20.41621(W)     ADJUSTED  
 KU2503* NAVD 88     -                                                        
 KU2503  ___________________________________________________________________
 KU2503  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 KU2503  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU2503
 KU2503  HORZ ORDER  -  THIRD
 KU2503
 KU2503.The horizontal coordinates were established by classical geodetic methods
 KU2503.and adjusted by the National Geodetic Survey in January 1999..
 KU2503
 KU2503
 KU2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2503
 KU2503.The geoid height was determined by GEOID03.
 KU2503
 KU2503;                    North         East     Units Scale Factor Converg.
 KU2503;SPC NY L     -    58,079.383   348,829.587   MT  0.99999887   +0 22 40.2
 KU2503;SPC NY L     -   190,548.78  1,144,451.74   sFT  0.99999887   +0 22 40.2
 KU2503;UTM  18      - 4,505,346.316   633,309.584   MT  0.99981874   +1 01 43.3
 KU2503
 KU2503                          SUPERSEDED SURVEY CONTROL
 KU2503
 KU2503  NAD 83(1996)-  40 41 17.66412(N)    073 25 20.41506(W) AD(       ) 4
 KU2503  NAD 83(1992)-  40 41 17.66382(N)    073 25 20.41479(W) AD(       ) 4
 KU2503  NAD 83(1986)-  40 41 17.66493(N)    073 25 20.41533(W) AD(       ) 4
 KU2503  NAD 27      -  40 41 17.30555(N)    073 25 21.96900(W) AD(       ) 3
 KU2503
 KU2503.Superseded values are not recommended for survey control.
 KU2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2503.See file dsdata.txt to determine how the superseded data were derived.
 KU2503
 KU2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3331005346(NAD 83)
 KU2503_MARKER: 90 = CHURCH SPIRE
 KU2503
 KU2503  HISTORY     - Date     Condition        Report By
 KU2503  HISTORY     - 1965     FIRST OBSERVED   CGS
 KU2503  HISTORY     - 1984     GOOD             USCG
 KU2503  HISTORY     - 1984     GOOD             USPSQD
 KU2503  HISTORY     - 20031106 GOOD             USPSQD
 KU2503  HISTORY     - 20050806 GOOD             USPSQD
 KU2503
 KU2503                          STATION DESCRIPTION
 KU2503
 KU2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2503'THE STATION IS LOCATED AT THE INTERSECTION OF LOCUST AVE. AND
 KU2503'LAFAYETTE AVE. IN AMITYVILLE.  THIS INTERSECTION IS LOCATED JUST
 KU2503'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 110 AND 27.  THE
 KU2503'SPIRE IS AN ANALOGOUS PYRAMIDAL CONSTRUCTION MADE OF METAL,
 KU2503'SURMOUNTED BY A GOLD COLORED CROSS, THE SPIRE RISES FROM A SQUARE
 KU2503'WOODEN BASE, WHITE IN COLOR.  THE CHURCH IS MADE OF LIGHT COLORED
 KU2503'BRICK AND THE OVER-ALL HEIGHT IS 80 FEET.  THE POINT INTERSECTED
 KU2503'WAS THE BASE OF GOLD COLORED CROSS AT THE SPIRE APEX.
 KU2503
 KU2503                          STATION RECOVERY (1984)
 KU2503
 KU2503'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2503'STATION FOUND EXCELLENT.
 KU2503'
 KU2503'MARKER RECOVERED EXACTLY AS DESCRIBED IN BOTH LOCATION AND
 KU2503'DESCRIPTION.
 KU2503
 KU2503                          STATION RECOVERY (1984)
 KU2503
 KU2503'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2503'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU2503
 KU2503                          STATION RECOVERY (2003)
 KU2503
 KU2503'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2503'RECOVERED IN GOOD CONDITION.
 KU2503
 KU2503                          STATION RECOVERY (2005)
 KU2503
 KU2503'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2497 ***********************************************************************
 KU2497  DESIGNATION -  AMITYVILLE STANDPIPE
 KU2497  PID         -  KU2497
 KU2497  STATE/COUNTY-  NY/SUFFOLK
 KU2497  USGS QUAD   -  AMITYVILLE (1979)
 KU2497
 KU2497                         *CURRENT SURVEY CONTROL
 KU2497  ___________________________________________________________________
 KU2497* NAD 83(1996)-  40 40 46.99080(N)    073 25 18.62444(W)     ADJUSTED  
 KU2497* NAVD 88     -                                                        
 KU2497  ___________________________________________________________________
 KU2497  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KU2497  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU2497
 KU2497  HORZ ORDER  -  THIRD
 KU2497
 KU2497.The horizontal coordinates were established by classical geodetic methods
 KU2497.and adjusted by the National Geodetic Survey in January 1999..
 KU2497
 KU2497
 KU2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2497
 KU2497.The geoid height was determined by GEOID03.
 KU2497
 KU2497;                    North         East     Units Scale Factor Converg.
 KU2497;SPC NY L     -    57,133.602   348,877.903   MT  0.99999930   +0 22 41.4
 KU2497;SPC NY L     -   187,445.83  1,144,610.25   sFT  0.99999930   +0 22 41.4
 KU2497;UTM  18      - 4,504,401.315   633,368.627   MT  0.99981894   +1 01 43.8
 KU2497
 KU2497                          SUPERSEDED SURVEY CONTROL
 KU2497
 KU2497  NAD 83(1996)-  40 40 46.99384(N)    073 25 18.62313(W) AD(       ) 4
 KU2497  NAD 83(1992)-  40 40 46.99366(N)    073 25 18.62286(W) AD(       ) 4
 KU2497  NAD 83(1986)-  40 40 46.99440(N)    073 25 18.62355(W) AD(       ) 4
 KU2497  NAD 27      -  40 40 46.63428(N)    073 25 20.17499(W) AD(       ) 3
 KU2497
 KU2497.Superseded values are not recommended for survey control.
 KU2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2497.See file dsdata.txt to determine how the superseded data were derived.
 KU2497
 KU2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3336904401(NAD 83)
 KU2497_MARKER: 52 = STANDPIPE TANK
 KU2497
 KU2497  HISTORY     - Date     Condition        Report By
 KU2497  HISTORY     - 1909     FIRST OBSERVED   CGS
 KU2497  HISTORY     - 1933     GOOD             CGS
 KU2497  HISTORY     - 1965     GOOD             CGS
 KU2497  HISTORY     - 1984     GOOD             USPSQD
 KU2497  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU2497  HISTORY     - 20031106 MARK NOT FOUND   USPSQD
 KU2497
 KU2497                          STATION DESCRIPTION
 KU2497
 KU2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EBL)
 KU2497'CIRCULAR IRON STANDPIPE, AMITYVILLE ELECTRIC LIGHT AND WATER
 KU2497'COMPANY, ON THE S SIDE OF THE TRACKS OF THE LONG ISLAND RAILROAD
 KU2497'COMPANY, IN WESTERN PART OF AMITYVILLE.
 KU2497'
 KU2497'THE CHIMNEY OF THIS PLANT WAS ALSO DETERMINED.
 KU2497
 KU2497                          STATION RECOVERY (1933)
 KU2497
 KU2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2497'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1909 DESCRIPTION.
 KU2497'ADDITIONAL DESCRIPTION FOLLOWS--
 KU2497'
 KU2497'THE BLACK STANDPIPE OF THE GREAT SOUTH BAY CONSOLIDATED WATER
 KU2497'WORKS ON THE N SIDE OF GREENE STREET, BETWEEN BUSCH AND KETCHAM
 KU2497'STREETS.  IT IS THE ORDINARY TYPE BLACK STEEL WATER HOLDER.
 KU2497'HEIGHT APPROXIMATELY 130 FEET.
 KU2497
 KU2497                          STATION RECOVERY (1965)
 KU2497
 KU2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2497'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1933
 KU2497'DESCRIPTION IS ADEQUATE WITH THE ADDITIONAL NOTE--THE STANDPIPE IS
 KU2497'OWNED BY THE AMITYVILLE SUFFOLK CO. WATER AUTHORITY.  THE POINT
 KU2497'INTERSECTED WAS THE BALL AT THE APEX.
 KU2497
 KU2497                          STATION RECOVERY (1984)
 KU2497
 KU2497'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2497'THE STATION WAS RECOVERED AS DESCRIBED BY JL COOK 1965 EXCEPT NOW THE
 KU2497'STANDPIPE IS NOW GREY IN COLOR.
 KU2497
 KU2497                          STATION RECOVERY (1990)
 KU2497
 KU2497'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KU2497'MARK NOT FOUND.
 KU2497
 KU2497                          STATION RECOVERY (2003)
 KU2497
 KU2497'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1159 ***********************************************************************
 PH1159  DESIGNATION -  AMMEX
 PH1159  PID         -  PH1159
 PH1159  STATE/COUNTY-  NY/JEFFERSON
 PH1159  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1159
 PH1159                         *CURRENT SURVEY CONTROL
 PH1159  ___________________________________________________________________
 PH1159* NAD 83(1986)-  44 18 36.     (N)    075 59 35.     (W)     SCALED    
 PH1159* NAVD 88     -        88.398  (meters)     290.02   (feet)  ADJUSTED  
 PH1159  ___________________________________________________________________
 PH1159  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PH1159  DYNAMIC HT  -          88.388 (meters)     289.99  (feet)  COMP
 PH1159  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 PH1159
 PH1159  VERT ORDER  -  FIRST     CLASS 0
 PH1159
 PH1159.The horizontal coordinates were scaled from a topographic map and have
 PH1159.an estimated accuracy of +/- 6 seconds.
 PH1159
 PH1159.The orthometric height was determined by differential leveling
 PH1159.and adjusted by the National Geodetic Survey in June 1991..
 PH1159
 PH1159.The geoid height was determined by GEOID03.
 PH1159
 PH1159.The dynamic height is computed by dividing the NAVD 88
 PH1159.geopotential number by the normal gravity value computed on the
 PH1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1159.degrees latitude (g = 980.6199 gals.).
 PH1159
 PH1159.The modeled gravity was interpolated from observed gravity values.
 PH1159
 PH1159;                    North         East    Units  Estimated Accuracy
 PH1159;SPC NY C     -   478,880.      297,090.      MT  (+/- 180 meters Scaled)
 PH1159
 PH1159                          SUPERSEDED SURVEY CONTROL
 PH1159
 PH1159  NGVD 29 (??/??/92)   88.54   (m)          290.5    (f) COMPUTED    1 0
 PH1159
 PH1159.Superseded values are not recommended for survey control.
 PH1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1159.See file dsdata.txt to determine how the superseded data were derived.
 PH1159
 PH1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ207067(NAD 83)
 PH1159_MARKER: Q = CHISELED SQUARE
 PH1159_SETTING: 66 = SET IN ROCK OUTCROP
 PH1159_SP_SET: BEDROCK
 PH1159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1159+STABILITY: POSITION/ELEVATION WELL
 PH1159
 PH1159  HISTORY     - Date     Condition        Report By
 PH1159  HISTORY     - UNK      MONUMENTED       USLS
 PH1159  HISTORY     - 1969     GOOD             USLS
 PH1159
 PH1159                          STATION DESCRIPTION
 PH1159
 PH1159'DESCRIBED BY US LAKE SURVEY 1969
 PH1159'IN WELLESLEY ISLAND.
 PH1159'IS AT WELLESLEY ISLAND, JEFFERSON COUNTY, NEW YORK, 1.4 MILES
 PH1159'NORTHWEST OF INTERSECTION OF NEW YORK HIGHWAYS NO. 12 AND NO. I-81,
 PH1159'171.2 FEET SOUTHEAST OF UTILITY POLE NO. 10, 114.8 FEET NORTHWEST OF A
 PH1159'30-INCH TWINED-TRUNKED TREE, 70.8 FEET SOUTHWEST OF LAMP POLE, 44.8
 PH1159'FEET SOUTHEAST OF A TRAFFIC CIRCLE SIGN, 22.7 FEET SOUTHWEST OF
 PH1159'CENTERLINE OF HIGHWAY, BEING THE HIGHEST POINT IN A 3-INCH SQUARE CUT
 PH1159'IN THE TOP OF A 9X10-FOOT OUTCROPPING OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1646 ***********************************************************************
 PH1646  DESIGNATION -  AMPERSAND
 PH1646  PID         -  PH1646
 PH1646  STATE/COUNTY-  NY/FRANKLIN
 PH1646  USGS QUAD   -  
 PH1646
 PH1646                         *CURRENT SURVEY CONTROL
 PH1646  ___________________________________________________________________
 PH1646* NAD 83(1996)-  44 14 04.48868(N)    074 12 09.60976(W)     ADJUSTED  
 PH1646* NAVD 88     -      1022.     (meters)    3353.     (feet)  SCALED    
 PH1646  ___________________________________________________________________
 PH1646  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 PH1646  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 PH1646
 PH1646  HORZ ORDER  -  FIRST
 PH1646
 PH1646.The horizontal coordinates were established by classical geodetic methods
 PH1646.and adjusted by the National Geodetic Survey in January 1999..
 PH1646
 PH1646.The orthometric height was scaled from a topographic map.
 PH1646
 PH1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1646
 PH1646.The geoid height was determined by GEOID03.
 PH1646
 PH1646;                    North         East     Units Scale Factor Converg.
 PH1646;SPC NY E     -   599,868.971   173,751.224   MT  0.99990694   +0 12 26.7
 PH1646;SPC NY E     - 1,968,070.12    570,048.81   sFT  0.99990694   +0 12 26.7
 PH1646;UTM  18      - 4,898,236.755   563,672.929   MT  0.99964986   +0 33 22.4
 PH1646
 PH1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1646!SPC NY E     -   0.99984425  x   0.99990694  =   0.99975121
 PH1646!UTM  18      -   0.99984425  x   0.99964986  =   0.99949417
 PH1646
 PH1646:                Primary Azimuth Mark                     Grid Az
 PH1646:SPC NY E     -  AMPERSAND AZ MK                          260 12 05.9
 PH1646:UTM  18      -  AMPERSAND AZ MK                          259 51 10.2
 PH1646
 PH1646|---------------------------------------------------------------------|
 PH1646| PID    Reference Object                     Distance      Geod. Az  |
 PH1646|                                                           dddmmss.s |
 PH1646| CZ7407 AMPERSAND AZ MK                                    2602432.6 |
 PH1646|---------------------------------------------------------------------|
 PH1646
 PH1646                          SUPERSEDED SURVEY CONTROL
 PH1646
 PH1646  NAD 83(1986)-  44 14 04.49737(N)    074 12 09.61102(W) AD(       ) 1
 PH1646  NAD 27      -  44 14 04.29400(N)    074 12 11.03300(W) AD(       ) 1
 PH1646
 PH1646.Superseded values are not recommended for survey control.
 PH1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1646.See file dsdata.txt to determine how the superseded data were derived.
 PH1646
 PH1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP6367398237(NAD 83)
 PH1646
 PH1646  HISTORY     - Date     Condition        Report By
 PH1646  HISTORY     - 1942     MONUMENTED       CGS
 PH1646
 PH1646                          STATION DESCRIPTION
 PH1646
 PH1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1646'THE STATION IS ABOUT 10 MILES E OF TUPPER LAKE IN THE SE
 PH1646'CORNER OF FRANKLIN COUNTY.  IT IS ON THE BARE, ROCKY SUMMIT OF
 PH1646'A PROMINENT, TIMBERED MOUNTAIN KNOWN AS AMPERSAND MOUNTAIN,
 PH1646'THE PROPERTY OF THE STATE OF NEW YORK.  IT IS ON THE HIGHEST
 PH1646'PART OF THE ROCKY PEAK AND IS 51.036 METERS, 167.44 FEET, WSW
 PH1646'OF THE CENTER OF AMPERSAND MOUNTAIN LOOKOUT TOWER.  IT IS
 PH1646'STAMPED AMPERSAND 1942.
 PH1646'
 PH1646'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 PH1646'DRILL HOLES IN OUTCROPPING BEDROCK.
 PH1646'
 PH1646'REFERENCE MARK NO.1 IS NW OF THE STATION AND ABOUT 2 FEET
 PH1646'LOWER.  IT IS STAMPED AMPERSAND NO.1 1942.
 PH1646'
 PH1646'REFERENCE MARK NO.2 IS S BY W OF THE STATION AND ABOUT 2 FEET
 PH1646'LOWER.  IT IS STAMPED AMPERSAND NO.2 1942.
 PH1646'
 PH1646'THE AZIMUTH MARK IS ABOUT 0.25 MILE W BY S OF THE STATION ON
 PH1646'THE HIGHEST PART OF THE S END OF A PROMINENT ROCKY RIDGE.  IT
 PH1646'IS STAMPED AMPERSAND 1942.
 PH1646'
 PH1646'TO REACH FROM TUPPER LAKE GO EASTERLY ON NEW YORK HIGHWAYS 3
 PH1646'AND 10 FOR 6 MILES AND TAKE RIGHT FORK, NEW YORK HIGHWAY 3.  GO
 PH1646'6.6 MILES TO THE FOOT OF THE AMPERSAND MT. TRAIL ON THE S SIDE
 PH1646'OF THE HIGHWAY, AND THE END OF TRUCK TRAVEL.  FOLLOW THE
 PH1646'WELL-MARKED TRAIL TO THE SUMMIT OF THE MOUNTAIN AND THE
 PH1646'STATION.  IT IS ABOUT A 2-HOUR PACK.
 PH1646'
 PH1646'A 32-FOOT SIGNAL AT KEMPSHALL IS VISIBLE AT 4 FEET.  4-FOOT
 PH1646'SIGNALS AT MORRIS, FLOODWOOD, ST. REGIS, LOON, VERMONTVILLE,
 PH1646'AND BAKER MT. ARE VISIBLE AT 4 FEET.  64-FOOT SIGNALS AT TUPPER
 PH1646'AND GABRIELS SOUTH BASE ARE VISIBLE AT 4 FEET.  A 90-FOOT
 PH1646'SIGNAL AT GABRIELS NORTH BASE IS VISIBLE AT 4 FEET.  A 6-FOOT
 PH1646'SIGNAL AT WHITEFACE IS VISIBLE AT 4 FEET.
 PH1646'
 PH1646'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1647 ***********************************************************************
 PH1647  DESIGNATION -  AMPERSAND MOUNTAIN LOOKOUT TWR
 PH1647  PID         -  PH1647
 PH1647  STATE/COUNTY-  NY/FRANKLIN
 PH1647  USGS QUAD   -  
 PH1647
 PH1647                         *CURRENT SURVEY CONTROL
 PH1647  ___________________________________________________________________
 PH1647* NAD 83(1996)-  44 14 05.13098(N)    074 12 07.49056(W)     ADJUSTED  
 PH1647* NAVD 88     -                                                        
 PH1647  ___________________________________________________________________
 PH1647  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 PH1647  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 PH1647
 PH1647  HORZ ORDER  -  THIRD
 PH1647
 PH1647.The horizontal coordinates were established by classical geodetic methods
 PH1647.and adjusted by the National Geodetic Survey in January 1999..
 PH1647
 PH1647
 PH1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1647
 PH1647.The geoid height was determined by GEOID03.
 PH1647
 PH1647;                    North         East     Units Scale Factor Converg.
 PH1647;SPC NY E     -   599,888.964   173,798.176   MT  0.99990696   +0 12 28.2
 PH1647;SPC NY E     - 1,968,135.71    570,202.85   sFT  0.99990696   +0 12 28.2
 PH1647;UTM  18      - 4,898,257.029   563,719.746   MT  0.99964993   +0 33 23.9
 PH1647
 PH1647                          SUPERSEDED SURVEY CONTROL
 PH1647
 PH1647  NAD 83(1986)-  44 14 05.13967(N)    074 12 07.49182(W) AD(       ) 4
 PH1647  NAD 27      -  44 14 04.93600(N)    074 12 08.91400(W) AD(       ) 3
 PH1647
 PH1647.Superseded values are not recommended for survey control.
 PH1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1647.See file dsdata.txt to determine how the superseded data were derived.
 PH1647
 PH1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP6372098257(NAD 83)
 PH1647
 PH1647  HISTORY     - Date     Condition        Report By
 PH1647  HISTORY     - 1942     MONUMENTED       CGS
 PH1647  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PH1647
 PH1647                          STATION DESCRIPTION
 PH1647
 PH1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1647'THE STATION IS ABOUT 10 MILES E OF TUPPER LAKE IN THE SE CORNER
 PH1647'OF FRANKLIN COUNTY.  IT IS ON THE BARE ROCKY SUMMIT OF A
 PH1647'PROMINENT, TIMBERED MOUNTAIN KNOWN AS AMPERSAND MOUNTAIN, THE
 PH1647'PROPERTY OF THE STATE OF NEW YORK.  IT IS 51.036 METERS,
 PH1647'167.44 FEET, ENE OF TRIANGULATION STATION AMPERSAND.
 PH1647'
 PH1647'IT IS OF STANDARD TYPE FOUR-LEG TRUSSWORK STEEL CONSTRUCTION,
 PH1647'IS ABOUT 50 FEET HIGH AND IS ALUMINUM COLORED.
 PH1647'
 PH1647'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE LOOKOUT
 PH1647'TOWER.
 PH1647
 PH1647                          STATION RECOVERY (1964)
 PH1647
 PH1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 PH1647'THE TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0075 ***********************************************************************
 NA0075  DESIGNATION -  AMSTERDAM
 NA0075  PID         -  NA0075
 NA0075  STATE/COUNTY-  NY/MONTGOMERY
 NA0075  USGS QUAD   -  AMSTERDAM (1980)
 NA0075
 NA0075                         *CURRENT SURVEY CONTROL
 NA0075  ___________________________________________________________________
 NA0075* NAD 83(1996)-  42 57 21.27433(N)    074 11 08.47859(W)     ADJUSTED  
 NA0075* NAVD 88     -       191.227  (meters)     627.38   (feet)  ADJUSTED  
 NA0075  ___________________________________________________________________
 NA0075  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 NA0075  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0075  DYNAMIC HT  -         191.176 (meters)     627.22  (feet)  COMP
 NA0075  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 NA0075
 NA0075  HORZ ORDER  -  THIRD
 NA0075  VERT ORDER  -  SECOND    CLASS 0
 NA0075
 NA0075.The horizontal coordinates were established by classical geodetic methods
 NA0075.and adjusted by the National Geodetic Survey in January 1999..
 NA0075
 NA0075.The orthometric height was determined by differential leveling
 NA0075.and adjusted by the National Geodetic Survey in June 1991..
 NA0075
 NA0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA0075
 NA0075.The geoid height was determined by GEOID03.
 NA0075
 NA0075.The dynamic height is computed by dividing the NAVD 88
 NA0075.geopotential number by the normal gravity value computed on the
 NA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0075.degrees latitude (g = 980.6199 gals.).
 NA0075
 NA0075.The modeled gravity was interpolated from observed gravity values.
 NA0075
 NA0075;                    North         East     Units Scale Factor Converg.
 NA0075;SPC NY E     -   457,822.254   175,645.026   MT  0.99990809   +0 12 51.1
 NA0075;SPC NY E     - 1,502,038.51    576,262.06   sFT  0.99990809   +0 12 51.1
 NA0075;UTM  18      - 4,756,240.293   566,420.790   MT  0.99965427   +0 33 17.7
 NA0075
 NA0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA0075!SPC NY E     -   0.99997485  x   0.99990809  =   0.99988294
 NA0075!UTM  18      -   0.99997485  x   0.99965427  =   0.99962913
 NA0075
 NA0075|---------------------------------------------------------------------|
 NA0075| PID    Reference Object                     Distance      Geod. Az  |
 NA0075|                                                           dddmmss.s |
 NA0075| NA0076 AMSTERDAM RM 1                       27.014 METERS 01434     |
 NA0075| NA2009 AMSTERDAM MOHAWK MILLS INC STK      APPROX. 0.9 KM 1355107.2 |
 NA0075| NA0078 AMSTERDAM 2                          38.396 METERS 13553     |
 NA0075| NA2008 AMSTERDAM B S CARPET CO STACK       APPROX. 1.8 KM 1752526.2 |
 NA0075| NA0077 AMSTERDAM RM 2                       21.978 METERS 21551     |
 NA0075| DE4496 CHIMNEY HIGH SCHOOL                                2190446.4 |
 NA0075|---------------------------------------------------------------------|
 NA0075
 NA0075                          SUPERSEDED SURVEY CONTROL
 NA0075
 NA0075  NAD 83(1986)-  42 57 21.27876(N)    074 11 08.47865(W) AD(       ) 3
 NA0075  NAD 27      -  42 57 21.00969(N)    074 11 10.00484(W) AD(       ) 3
 NA0075  NGVD 29 (??/??/92)  191.385  (m)          627.90   (f) ADJ UNCH    2 0
 NA0075
 NA0075.Superseded values are not recommended for survey control.
 NA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0075.See file dsdata.txt to determine how the superseded data were derived.
 NA0075
 NA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6642156240(NAD 83)
 NA0075_MARKER: DB = BENCH MARK DISK
 NA0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0075_STAMPING: AMSTERDAM 1942
 NA0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0075+STABILITY: SURFACE MOTION
 NA0075
 NA0075  HISTORY     - Date     Condition        Report By
 NA0075  HISTORY     - 1942     MONUMENTED       CGS
 NA0075  HISTORY     - 1942     GOOD             CGS
 NA0075  HISTORY     - 1942     GOOD             CGS
 NA0075  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NA0075  HISTORY     - 1958     GOOD             NGS
 NA0075  HISTORY     - 1974     SEE DESCRIPTION  SELLS
 NA0075  HISTORY     - 1975     MARK NOT FOUND   SELLS
 NA0075  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NA0075
 NA0075                          STATION DESCRIPTION
 NA0075
 NA0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA0075'THE STATION IS LOCATED ON THE N EDGE OF THE CITY OF AMSTERDAM,
 NA0075'135 FEET S OF THE CITY LIMIT SIGN, IN A TRIANGLE SHAPED PARK
 NA0075'FORMED BY THE INTERSECTION OF A SIDE ROAD TO THE W OF THE MAIN
 NA0075'HIGHWAY, 49 FEET W OF THE CENTERLINE OF HIGHWAY NO. 30 (NORTH
 NA0075'BRIDGE STREET), 38.5 FEET SE OF THE N FORK AND 82 FEET N OF THE
 NA0075'CENTERLINE OF THE S FORK.  THE DISK IS STAMPED AMSTERDAM
 NA0075'1942.  THE STATION IS SET IN A VERY LOW SECTION AND WILL NOT
 NA0075'SHOW OUT FOR ANY GREAT DISTANCE.  THE CHIMNEY ON THE AMSTERDAM
 NA0075'HIGH SCHOOL WAS OBSERVED FOR AZIMUTH PURPOSES.
 NA0075'
 NA0075'REFERENCE MARK NO. 1 IS 91.61 FEET N OF THE STATION, 44 FEET
 NA0075'SW OF THE CITY LIMIT SIGN, 29 FEET W OF THE CENTERLINE OF
 NA0075'HWY. NO. 30, 19 FEET SE OF THE CENTERLINE OF THE N ROAD FORK.  THE
 NA0075'DISK IS STAMPED AMSTERDAM NO.1 1942.
 NA0075'
 NA0075'REFERENCE MARK NO. 2 IS 72.11 FEET SSW OF THE STATION, NEAR
 NA0075'THE W POINT OF THE PARK AND 14 FEET N OF THE CENTERLINE OF THE
 NA0075'S FORK OF THE ROAD.  THE DISK IS STAMPED AMSTERDAM NO. 2 1942.
 NA0075'
 NA0075'TO REACH THE STATION FROM THE INTERSECTION OF WEST MAIN STREET
 NA0075'AND BRIDGE STREET (BRIDGE STREET RUNS S AND MARKET STREET RUNS
 NA0075'N FROM WEST MAIN), GO N ON MARKET STREET (N.Y. HWY. NO. 30) FOR
 NA0075'1.4 MILES TO A SIDE ROAD LEFT AND STATION IN CENTER OF PARK.
 NA0075'
 NA0075'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 NA0075
 NA0075                          STATION RECOVERY (1942)
 NA0075
 NA0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GCM)
 NA0075'STATION IS A BRONZE DISK SET IN A CONCRETE POST, STAMPED
 NA0075'AMSTERDAM 1942, ABOUT 1.5 MILES NORTH ALONG HIGHWAY 30 FROM
 NA0075'THE PASSENGER STATION AT AMSTERDAM.  ABOUT 56 FEET WEST OF
 NA0075'HIGHWAY 30 AND ABOUT 25 FEET EAST OF PAVED ROAD.  LOCATED IN
 NA0075'ABOUT THE CENTER OF A TRIANGLE FORMED BY 2 PAVED ROADS WHICH
 NA0075'INTERSECT HIGHWAY 30.  ABOUT 90 FEET SOUTH OF AMSTERDAM 1 AND
 NA0075'ABOUT 65 FEET NORTHEAST OF AMSTERDAM 2.
 NA0075'
 NA0075'R.M. NO.1, STAMPED AMSTERDAM 1, 1942, ABOUT 1.5 MILES NORTH
 NA0075'ALONG HIGHWAY 30 FROM THE PASSENGER STATION AT AMSTERDAM.  ABOUT
 NA0075'24 FEET WEST OF THE CENTERLINE OF HIGHWAY 30.  ABOUT 90 FEET
 NA0075'NORTH OF THE TRIANGULATION STATION AMSTERDAM, AND ABOUT 50 FEET
 NA0075'SOUTH OF THE TRIANGULAR INTERSECTION OF HIGHWAY 30 AND A PAVED
 NA0075'ROAD.
 NA0075'
 NA0075'R.M. NO.2, STAMPED AMSTERDAM 2, 1942 ABOUT 1.5 MILES NORTH OF
 NA0075'THE RAILROAD STATION ALONG HIGHWAY 30, ABOUT 70 FEET WEST OF
 NA0075'HIGHWAY 30, ABOUT 12 FEET NORTH OF A PAVED SIDE ROAD, AND
 NA0075'ABOUT 65 FEET SOUTHWEST OF THE TRIANGULATION STATION.
 NA0075
 NA0075                          STATION RECOVERY (1942)
 NA0075
 NA0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 NA0075'1.5 MI N FROM AMSTERDAM.
 NA0075'ABOUT 1.5 MILES NORTH ALONG HIGHWAY 30 FROM THE PASSENGER STATION AT
 NA0075'AMSTERDAM.  ABOUT 56 FEET WEST OF HIGHWAY 30 AND ABOUT 25 FEET EAST
 NA0075'OF A PAVED ROAD.  LOCATED IN ABOUT THE CENTER OF A TRIANGLE FORMED BY
 NA0075'2 PAVED ROADS WHICH INTERSECT HIGHWAY 30.  ABOUT 90 FEET SOUTH OF
 NA0075'AMSTERDAM 1 AND ABOUT 65 FEET NORTH EAST OF AMSTERDAM 2. NOTE--MARK
 NA0075'IS 6 INCHES BELOW GROUND.
 NA0075
 NA0075                          STATION RECOVERY (1958)
 NA0075
 NA0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 NA0075'STATION AND REFERENCE MARK 1 RECOVERED ABOUT 6 IN. BELOW THE
 NA0075'SURFACE.  REFERENCE MARK 2 IS APPARENTLY COVERED BY 6 IN. OF
 NA0075'ASPHALT PAVING.  THE AZIMUTH MARK, AMSTERDAM HIGH SCHOOL,
 NA0075'CHIMNEY, WAS NOT VISIBLE DUE TO A HOUSE ON LINE.
 NA0075'
 NA0075'NEW HIGHWAY CONSTRUCTION WILL EVENTUALLY COVER THE MARKS WITH
 NA0075'FILL TO A DEPTH OF 3 FT.  A NEW STATION WAS ESTABLISHED
 NA0075'APPROXIMATELY ON LINE TO STATION AMSTERDAM, MOHAWK CARPET MILLS
 NA0075'INC., STACK 1942.
 NA0075'
 NA0075'SEE DESCRIPTION FOR AMSTERDAM 2.
 NA0075
 NA0075                          STATION RECOVERY (1958)
 NA0075
 NA0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NA0075'RECOVERED IN GOOD CONDITION.
 NA0075
 NA0075                          STATION RECOVERY (1974)
 NA0075
 NA0075'RECOVERY NOTE BY SELLS INC CONS ENG 1974
 NA0075'THE STATION IS ASSUMED DESTROYED DURING IMPROVEMENT OF ROUTE 30
 NA0075'AFTER EXTENSIVE DIGGING.  THE REFERENCE MARKS ARE ALSO DESTROYED.
 NA0075
 NA0075                          STATION RECOVERY (1975)
 NA0075
 NA0075'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 NA0075'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE SEARCHED
 NA0075'FOR THOROUGHLY BUT NOT FOUND.  THE STATION PLOTTED IN A
 NA0075'TRIANGULAR AREA BETWEEN THREE ROADS.  THE UTILITY COMPANY PUT
 NA0075'A CONCRETE CHAMBER IN THE GROUND ABOUT 10 FEET SOUTH OF WHERE
 NA0075'THE STATION SHOULD HAVE BEEN.  WE EVEN TRIED TO FIND IT USING
 NA0075'ITS COORDINATE VALUE FROM OUR BASE LINE WHICH WAS IN THE STATE
 NA0075'SYSTEM.  WE COULD NOT FIND THE REFERENCES EITHER, AS THE PLACE
 NA0075'WHERE THEY SHOULD BE IS NOW PAVED OVER.
 NA0075
 NA0075                          STATION RECOVERY (1998)
 NA0075
 NA0075'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3189 ***********************************************************************
 LW3189  DESIGNATION -  AMSTERDAM 1932
 LW3189  PID         -  LW3189
 LW3189  STATE/COUNTY-  NY/SUFFOLK
 LW3189  USGS QUAD   -  MONTAUK POINT (1956)
 LW3189
 LW3189                         *CURRENT SURVEY CONTROL
 LW3189  ___________________________________________________________________
 LW3189* NAD 83(1996)-  41 02 51.94020(N)    071 53 38.32147(W)     ADJUSTED  
 LW3189* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 LW3189  ___________________________________________________________________
 LW3189  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LW3189  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LW3189
 LW3189  HORZ ORDER  -  SECOND
 LW3189
 LW3189.The horizontal coordinates were established by classical geodetic methods
 LW3189.and adjusted by the National Geodetic Survey in January 1999..
 LW3189
 LW3189.The orthometric height was scaled from a topographic map.
 LW3189
 LW3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3189
 LW3189.The geoid height was determined by GEOID03.
 LW3189
 LW3189;                    North         East     Units Scale Factor Converg.
 LW3189;SPC NY L     -    99,972.018   477,045.658   MT  1.00000084   +1 22 39.0
 LW3189;SPC NY L     -   327,991.53  1,565,107.30   sFT  1.00000084   +1 22 39.0
 LW3189;UTM  19      - 4,548,094.659   256,773.368   MT  1.00032817   -1 54 04.9
 LW3189
 LW3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3189!SPC NY L     -   1.00000288  x   1.00000084  =   1.00000372
 LW3189!UTM  19      -   1.00000288  x   1.00032817  =   1.00033105
 LW3189
 LW3189                          SUPERSEDED SURVEY CONTROL
 LW3189
 LW3189  NAD 83(1996)-  41 02 51.94069(N)    071 53 38.32147(W) AD(       ) 2
 LW3189  NAD 83(1992)-  41 02 51.93693(N)    071 53 38.32347(W) AD(       ) 2
 LW3189  NAD 83(1986)-  41 02 51.93705(N)    071 53 38.32931(W) AD(       ) 2
 LW3189  NAD 27      -  41 02 51.57700(N)    071 53 40.08800(W) AD(       ) 2
 LW3189
 LW3189.Superseded values are not recommended for survey control.
 LW3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3189.See file dsdata.txt to determine how the superseded data were derived.
 LW3189
 LW3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5677348095(NAD 83)
 LW3189_MARKER: DS = TRIANGULATION STATION DISK
 LW3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3189
 LW3189  HISTORY     - Date     Condition        Report By
 LW3189  HISTORY     - 1932     MONUMENTED       CGS
 LW3189  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LW3189  HISTORY     - 1933     GOOD             CGS
 LW3189
 LW3189                          STATION DESCRIPTION
 LW3189
 LW3189'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3189'THIS STATION WHICH MARKS A BOUNDARY OF THE MONTAUK BEACH DEVELOPMENT
 LW3189'COMPANY IS LOCATED 2-1/2 MILES SW OF MONTAUK LIGHTHOUSE, 1/6 OF
 LW3189'A MILE N OF THE S SHORE OF LONG ISLAND, AND 1.3 MILES SSE OF
 LW3189'MONTAUK 2.  A POLE SET OVER THIS STATION WAS CUT IN FROM MONTAUK
 LW3189'2, CONCRETE WATER TANK, AND OVERLOOK.
 LW3189'
 LW3189'THE INSTRUCTIONS FOR THIS WORK REQUIRE THAT THE STATION BE
 LW3189'SELECTED, MARKED, AND LIGHTED BY MR. T.E. RINGWOOD.  (SEE LETTER
 LW3189'DATED MAY 23, 1932, REFERENCE 60/AE.) TRIANGULATION AND REFERENCE
 LW3189'MARKS WERE FURNISHED TO MR. RINGWOOD AND HE WAS REQUESTED TO
 LW3189'FORWARD A DESCRIPTION OF THE STATION AS MARKED BY HIM TO THE
 LW3189'WASHINGTON OFFICE.
 LW3189
 LW3189                          STATION RECOVERY (1933)
 LW3189
 LW3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (APR)
 LW3189'STATION FOUND AS DESCRIBED AND MARKED.  ADDITIONAL DESCRIPTIVE
 LW3189'INFORMATION IS GIVEN HEREWITH--
 LW3189'
 LW3189'TO GET TO STATION TAKE RIGHT FORK OF ROAD GOING E (OLD MONTAUK
 LW3189'HIGHWAY).  A DIRT ROAD APPROXIMATELY 15 METERS FROM THIS FORK
 LW3189'TURNS S ALONG W SIDE OF POLO GROUND.  FOLLOW THE DIRT ROAD UNTIL
 LW3189'BEACH HOUSE IS IN VIEW, STATION IS ON TOP OF HILL TO THE N OF
 LW3189'ROAD.  THE OLD CENTER MARK WAS REPLACED BY A STANDARD BRONZE DISK
 LW3189'SET IN A CONCRETE MONUMENT (NOTE 1A).
 LW3189'
 LW3189'THREE NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK
 LW3189'NO.1 IS A STANDARD BRONZE DISK SET IN A 6-INCH CONCRETE CYLINDER
 LW3189'(NOTE 11B).  DISTANCE FROM MARK TO CENTER IS 28.770 METERS.  ANGLE
 LW3189'AT CENTER FROM MONTAUK 2 TO REFERENCE MARK IS 149 DEG 51 MIN 25
 LW3189'SEC.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A
 LW3189'6-INCH CONCRETE CYLINDER (NOTE 11B).  DISTANCE FROM MARK TO
 LW3189'CENTER IS 36.72 METERS.  ANGLE AT CENTER FROM MONTAUK 2 TO MARK
 LW3189'IS 208 DEG 25 MIN 35 SEC.  REFERENCE MARK NO.3 IS A
 LW3189'STANDARD BRONZE DISK SET IN A 6-INCH CONCRETE CYLINDER
 LW3189'(NOTE 11B).  DISTANCE FROM MARK TO CENTER IS 10.82 METERS.  ANGLE
 LW3189'AT CENTER FROM MONTAUK 2 TO MARK IS 28 DEG 45 MIN 00 SEC.
 LW3189
 LW3189                          STATION RECOVERY (1933)
 LW3189
 LW3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3189'THE STATION SETS ABOUT 275 METERS BACK FROM THE HIGH WATER LINE
 LW3189'ON THE HIGHEST PART OF A SMALL HILL COVERED WITH BRUSH AND
 LW3189'GRASS.  IT IS ABOUT 140 METERS N OF THE MOST NORTHERLY BUILDING
 LW3189'(GARAGE) OF A PRIVATE ESTATE AND ABOUT 50 METERS W OF THE ROAD
 LW3189'RUNNING TO THIS ESTATE.  THE STATION IS ACCESSIBLE BY THIS ROAD.
 LW3189'IT LEAVES THE MAIN CONCRETE HIGHWAY (N.Y. NO.27) WHERE THE ASPHALT
 LW3189'ROAD JOINS.  TO THE S OF THIS JUNCTION IS A HORSE RACE TRACK
 LW3189'AND STABLES.  THE ROAD RUNS TO THE W OF THE TRACK AND CONTINUES
 LW3189'ON TO THE ESTATE.
 LW3189'
 LW3189'IN SEPTEMBER, 1933, THE STATION WAS RE-MARKED AT THE CENTER
 LW3189'AND THREE REFERENCE MARKS WERE PLACED.  LIEUTENANT A.P. RATTI
 LW3189'IS TO OBTAIN DIRECTIONS AND MEASURE THE DISTANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0078 ***********************************************************************
 NA0078  DESIGNATION -  AMSTERDAM 2
 NA0078  PID         -  NA0078
 NA0078  STATE/COUNTY-  NY/MONTGOMERY
 NA0078  USGS QUAD   -  AMSTERDAM (1980)
 NA0078
 NA0078                         *CURRENT SURVEY CONTROL
 NA0078  ___________________________________________________________________
 NA0078* NAD 83(1996)-  42 57 20.38117(N)    074 11 07.29924(W)     ADJUSTED  
 NA0078* NAVD 88     -       192.22   (meters)     630.6    (feet)  RESET     
 NA0078  ___________________________________________________________________
 NA0078  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 NA0078  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0078
 NA0078  HORZ ORDER  -  SECOND
 NA0078  VERT ORDER  -  THIRD
 NA0078
 NA0078.The horizontal coordinates were established by classical geodetic methods
 NA0078.and adjusted by the National Geodetic Survey in January 1999..
 NA0078
 NA0078.The orthometric height was computed from unverified reset data.
 NA0078
 NA0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA0078
 NA0078.The geoid height was determined by GEOID03.
 NA0078
 NA0078;                    North         East     Units Scale Factor Converg.
 NA0078;SPC NY E     -   457,794.795   175,671.859   MT  0.99990811   +0 12 51.9
 NA0078;SPC NY E     - 1,501,948.42    576,350.09   sFT  0.99990811   +0 12 51.9
 NA0078;UTM  18      - 4,756,213.000   566,447.778   MT  0.99965432   +0 33 18.5
 NA0078
 NA0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA0078!SPC NY E     -   0.99997469  x   0.99990811  =   0.99988280
 NA0078!UTM  18      -   0.99997469  x   0.99965432  =   0.99962902
 NA0078
 NA0078|---------------------------------------------------------------------|
 NA0078| PID    Reference Object                     Distance      Geod. Az  |
 NA0078|                                                           dddmmss.s |
 NA0078| NA0080 AMSTERDAM 2 RM 4                     12.003 METERS 09020     |
 NA0078| NA2009 AMSTERDAM MOHAWK MILLS INC STK      APPROX. 0.8 KM 1355104.0 |
 NA0078| NA0075 AMSTERDAM                            38.396 METERS 31553     |
 NA0078| NA0079 AMSTERDAM 2 RM 3                      7.601 METERS 33704     |
 NA0078|---------------------------------------------------------------------|
 NA0078
 NA0078                          SUPERSEDED SURVEY CONTROL
 NA0078
 NA0078  NAD 83(1986)-  42 57 20.38573(N)    074 11 07.29948(W) AD(       ) 2
 NA0078  NAD 27      -  42 57 20.11673(N)    074 11 08.82503(W) AD(       ) 2
 NA0078
 NA0078.Superseded values are not recommended for survey control.
 NA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0078.See file dsdata.txt to determine how the superseded data were derived.
 NA0078
 NA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6644856213(NAD 83)
 NA0078_MARKER: DS = TRIANGULATION STATION DISK
 NA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0078_STAMPING: AMSTERDAM 2 1958
 NA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0078+STABILITY: SURFACE MOTION
 NA0078
 NA0078  HISTORY     - Date     Condition        Report By
 NA0078  HISTORY     - 1958     MONUMENTED       CGS
 NA0078  HISTORY     - 1958     GOOD             CGS
 NA0078  HISTORY     - 1975     GOOD             NGS
 NA0078  HISTORY     - 19980923 GOOD             USPSQD
 NA0078
 NA0078                          STATION DESCRIPTION
 NA0078
 NA0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HEF)
 NA0078'STATION IS AT THE N EDGE OF THE CITY OF AMSTERDAM, ON THE S SIDE
 NA0078'OF A HILL (THE HIGHEST PART OF THE HILL IS ABOUT 0.2 MI. N), E OF
 NA0078'AN OBLIQUE ROAD JUNCTION AT STATE HIGHWAY 30 (MARKET ST.) AND
 NA0078'NORTHAMPTON ROAD, ON THE GROUNDS OF THE NIAGARA-MOHAWK NATURAL
 NA0078'GAS CO., NORTHAMPTON ROAD SUBSTATION.
 NA0078'
 NA0078'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 5
 NA0078'(MAIN ST.) AND STATE HIGHWAY 30 IN AMSTERDAM, GO N ON STATE
 NA0078'HIGHWAY 30 FOR 1.5 MI. TO THE STATION ON THE RIGHT.
 NA0078'
 NA0078'STATION MARKS ARE STANDARD DISKS, STAMPED AMSTERDAM 2 1958.
 NA0078'
 NA0078'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 NA0078'1 IN.  IT IS 46 FT. E OF THE CENTERLINE OF STATE HIGHWAY 30,
 NA0078'21 FT. S OF THE WIRE ENCLOSURE AROUND THE SUBSTATION EQUIPMENT
 NA0078'AND ON THE EXTENSION OF AN E-W WOOD FENCE LINE.  THE UNDERGROUND
 NA0078'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 26 IN. BELOW THE
 NA0078'SURFACE OF THE GROUND.
 NA0078'
 NA0078'REFERENCE MARK 3, A STANDARD DISK, STAMPED AMSTERDAM 2 NO
 NA0078'3 1958 IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 IN.  IT
 NA0078'IS 27 FT. E OF THE CENTERLINE OF STATE HIGHWAY 30, 17 FT. W OF THE
 NA0078'WIRE ENCLOSURE AROUND THE SUBSTATION EQUIPMENT, 4 FT. S OF A STATE
 NA0078'HIGHWAY RIGHT-OF-WAY POST, AND 3.57 FT. LOWER THAN THE STATION.
 NA0078'
 NA0078'REFERENCE MARK 4, A STANDARD DISK, STAMPED AMSTERDAM 2 NO 4 1958
 NA0078'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 IN.  IT IS 71
 NA0078'FT. E OF THE CENTERLINE OF STATE HIGHWAY 30, 22 FT. SE OF THE
 NA0078'SE CORNER OF THE WIRE ENCLOSURE AROUND THE SUBSTATION EQUIPMENT,
 NA0078'1 FT. N OF AN E-W WOOD FENCE LINE, AND 2.56 FT. HIGHER THAN THE
 NA0078'STATION.
 NA0078'
 NA0078'NO AZIMUTH MARK WAS SET.
 NA0078
 NA0078                          STATION RECOVERY (1958)
 NA0078
 NA0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 NA0078'1.5 MI N FROM AMSTERDAM.
 NA0078'1.5 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE INTERSECTION OF STATE
 NA0078'HIGHWAY 5 IN AMSTERDAM, ON THE SOUTH SIDE OF A HILL, ABOUT 0.2 MILE
 NA0078'SOUTH OF THE HIGHEST PART OF THE HILL, EAST OF AN OBLIQUE ROAD
 NA0078'JUNCTION AT STATE HIGHWAY 30 (MARKET STREET) AND NORTHAMPTON ROAD, ON
 NA0078'THE GROUNDS OF THE NIAGARA-MOHAWK NATURAL GAS COMPANY, NORTHAMPTON
 NA0078'ROAD SUB-STATION.  46 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 NA0078'30, 21 FEET SOUTH OF THE WIRE ENCLOSURE AROUND THE SUB-STATION
 NA0078'EQUIPMENT, AND ON THE EXTENSION OF AN EAST-WEST WOOD FENCE LINE, AND
 NA0078'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1.0 INCH.
 NA0078
 NA0078                          STATION RECOVERY (1975)
 NA0078
 NA0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA0078'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A TIE WAS MADE TO
 NA0078'AMSTERDAM 1942.  DISTANCE TO RM 3 IS .051 METER SHORTER THAN 1958
 NA0078'DISTANCE AND .043 METER SHORTER TO RM 4.  THE 1958 DISTANCES
 NA0078'WERE MEASURED SLOPE.  ANGLE BETWEEN RM 3 AND RM 4 IS 7 MIN
 NA0078'18 SEC GREATER THAN THE 1958 ANGLE.  NONE OF THE MARKS APPEAR
 NA0078'TILTED OR MOVED IN ANY WAY.  DISTANCE TO AMSTERDAM 1942 IS .016
 NA0078'METER SHORTER THAN 1958 TRAVERSE DISTANCE.
 NA0078'
 NA0078'STATION IS LOCATED ALONG THE EAST SIDE OF NY RTE. 30, NEAR THE
 NA0078'NORTH BOUNDARY OF AMSTERDAM, ACROSS THE HIGHWAY FROM A LARGE, RED
 NA0078'BRICK APARTMENT COMPLEX, AND NEAR THE SOUTHWEST CORNER OF THE
 NA0078'NIAGARA MOHAWK MARKET HILL POWER STATION.  STATION MARK IS A
 NA0078'STANDARD DISK STAMPED AMSTERDAM 2 1958, SET IN THE TOP OF A
 NA0078'12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS ON
 NA0078'THE NORTH SIDE OF A PLANTED ROW OF SPRUCE TREES 20 FEET TALL,
 NA0078'45.5 FEET EAST OF CENTER LINE RTE. 30, 9.8 FEET EAST OF A NM GAS
 NA0078'PIPELINE MARKER PIPE WHICH IS 3-1/2 FEET TALL AND PAINTED
 NA0078'ALTERNATE YELLOW AND BLACK, 21.8 FEET SOUTH OF THE SOUTHWEST
 NA0078'CORNER OF A 16-FOOT SQUARE CHAIN LINK FENCE ENCLOSURE AROUND A
 NA0078'GASLINE JUNCTION STATION, AND 59 FEET SOUTH OF THE SOUTHWEST
 NA0078'CORNER OF THE LARGE CHAIN LINK FENCE SURROUNDING THE POWER
 NA0078'STATION.
 NA0078'
 NA0078'RM NO. 3 IS A STANDARD DISK STAMPED AMSTERDAM 2 NO 3 1958, SET IN
 NA0078'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 1 INCH
 NA0078'FROM GROUND.  IT IS 16 FEET WEST OF THE WEST SIDE OF THE
 NA0078'16-FOOT-SQUARE CHAIN LINK FENCE, 6.3 FEET SOUTHEAST OF RTE. MARKER
 NA0078'30-2504-3000, 27 FEET EAST OF CENTER LINE OF RTE. 30, 9 FEET
 NA0078'SOUTHEAST OF POWER POLE NO. 58, AND 4 FEET LOWER THAN STATION
 NA0078'MARK.
 NA0078'
 NA0078'RM NO. 4 IS A STANDARD DISK STAMPED AMSTERDAM 2 NO 4 1958, SET IN
 NA0078'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH
 NA0078'GROUND.  IT IS 22.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE
 NA0078'16-FOOT-SQUARE CHAIN LINK FENCE, 37.5 FEET WEST-SOUTHWEST OF A
 NA0078'12-INCH-DIAMETER HANDHOLE COVER AT PIPELINE MARKER NO. 41, SET
 NA0078'ALONG THE NORTH SIDE OF THE PLANTED SPRUCE TREES, AND 3 FEET
 NA0078'HIGHER THAN STATION MARK.
 NA0078'
 NA0078'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 5 AND 30 IN
 NA0078'AMSTERDAM, GO NORTH ON NY RTE. 30 FOR 1.5 MILES TO THE NIAGARA
 NA0078'MOHAWK POWER STATION ON RIGHT, AND THE STATION JUST SOUTH OF IT.
 NA0078'
 NA0078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA0078'AT NORTH BOUNDARY OF AMSTERDAM.
 NA0078
 NA0078                          STATION RECOVERY (1998)
 NA0078
 NA0078'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0079 ***********************************************************************
 NA0079  DESIGNATION -  AMSTERDAM 2 RM 3
 NA0079  PID         -  NA0079
 NA0079  STATE/COUNTY-  NY/MONTGOMERY
 NA0079  USGS QUAD   -  AMSTERDAM (1980)
 NA0079
 NA0079                         *CURRENT SURVEY CONTROL
 NA0079  ___________________________________________________________________
 NA0079* NAD 83(1986)-  42 57 20.     (N)    074 11 06.     (W)     SCALED    
 NA0079* NAVD 88     -       191.89   (meters)     629.6    (feet)  RESET     
 NA0079  ___________________________________________________________________
 NA0079  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0079
 NA0079  VERT ORDER  -  THIRD
 NA0079
 NA0079.The horizontal coordinates were scaled from a topographic map and have
 NA0079.an estimated accuracy of +/- 6 seconds.
 NA0079
 NA0079.The orthometric height was computed from unverified reset data.
 NA0079
 NA0079.The geoid height was determined by GEOID03.
 NA0079
 NA0079;                    North         East    Units  Estimated Accuracy
 NA0079;SPC NY E     -   457,780.      175,700.      MT  (+/- 180 meters Scaled)
 NA0079
 NA0079                          SUPERSEDED SURVEY CONTROL
 NA0079
 NA0079.No superseded survey control is available for this station.
 NA0079
 NA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN664562(NAD 83)
 NA0079_MARKER: DR = REFERENCE MARK DISK
 NA0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0079_STAMPING: AMSTERDAM 2 NO 3 1958
 NA0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0079+STABILITY: SURFACE MOTION
 NA0079
 NA0079  HISTORY     - Date     Condition        Report By
 NA0079  HISTORY     - 1958     MONUMENTED       CGS
 NA0079
 NA0079                          STATION DESCRIPTION
 NA0079
 NA0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NA0079'1.5 MI N FROM AMSTERDAM.
 NA0079'1.5 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE INTERSECTION OF STATE
 NA0079'HIGHWAY 5 IN AMSTERDAM, ON THE SOUTH SIDE OF A HILL, ABOUT 0.2 MILE
 NA0079'SOUTH OF THE HIGHEST PART OF THE HILL, EAST OF AN OBLIQUE ROAD
 NA0079'JUNCTION AT STATE HIGHWAY 30 (MARKET STREET) AND NORTHAMPTON ROAD, ON
 NA0079'THE GROUNDS OF THE NIAGARA-MOHAWK NATURAL GAS COMPANY, NORTHAMPTON
 NA0079'ROAD SUB-STATION 27 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 30,
 NA0079'17 FEET WEST OF THE WIRE ENCLOSURE AROUND THE SUB-STATION EQUIPMENT,
 NA0079'4 FEET SOUTH OF A STATE HIGHWAY RIGHT-OF-WAY POST, AND SET IN THE TOP
 NA0079'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0080 ***********************************************************************
 NA0080  DESIGNATION -  AMSTERDAM 2 RM 4
 NA0080  PID         -  NA0080
 NA0080  STATE/COUNTY-  NY/MONTGOMERY
 NA0080  USGS QUAD   -  AMSTERDAM (1980)
 NA0080
 NA0080                         *CURRENT SURVEY CONTROL
 NA0080  ___________________________________________________________________
 NA0080* NAD 83(1986)-  42 57 20.     (N)    074 11 06.     (W)     SCALED    
 NA0080* NAVD 88     -       192.46   (meters)     631.4    (feet)  RESET     
 NA0080  ___________________________________________________________________
 NA0080  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0080
 NA0080  VERT ORDER  -  THIRD
 NA0080
 NA0080.The horizontal coordinates were scaled from a topographic map and have
 NA0080.an estimated accuracy of +/- 6 seconds.
 NA0080
 NA0080.The orthometric height was computed from unverified reset data.
 NA0080
 NA0080.The geoid height was determined by GEOID03.
 NA0080
 NA0080;                    North         East    Units  Estimated Accuracy
 NA0080;SPC NY E     -   457,780.      175,700.      MT  (+/- 180 meters Scaled)
 NA0080
 NA0080                          SUPERSEDED SURVEY CONTROL
 NA0080
 NA0080.No superseded survey control is available for this station.
 NA0080
 NA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN664562(NAD 83)
 NA0080_MARKER: DR = REFERENCE MARK DISK
 NA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0080_STAMPING: AMSTERDAM 2 NO 4 1958
 NA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0080+STABILITY: SURFACE MOTION
 NA0080
 NA0080  HISTORY     - Date     Condition        Report By
 NA0080  HISTORY     - 1958     MONUMENTED       CGS
 NA0080
 NA0080                          STATION DESCRIPTION
 NA0080
 NA0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NA0080'1.5 MI N FROM AMSTERDAM.
 NA0080'1.5 MILES NORTH ALONG STATE HIGHWAY 30 FROM THE INTERSECTION OF STATE
 NA0080'HIGHWAY 5 IN AMSTERDAM, ON THE SOUTH SIDE OF A HILL, ABOUT 0.2 MILE
 NA0080'SOUTH OF THE HIGHEST PART OF  THE HILL, EAST OF AN OBLIQUE ROAD
 NA0080'JUNCTION AT STATE HIGHWAY 30 (MARKET STREET) AND NORTHAMPTON ROAD, ON
 NA0080'THE GROUNDS OF THE NIAGARA-MOHAWK NATURAL GAS COMPANY, NORTHAMPTON
 NA0080'ROAD SUB- STATION.  71 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 NA0080'30, 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WIRE ENCLOSURE
 NA0080'AROUND THE SUB-STATION EQUIPMENT, 1.0 FOOT NORTH OF AN EAST-WEST WOOD
 NA0080'FENCE LINE, AND SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 NA0080'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2008 ***********************************************************************
 NA2008  DESIGNATION -  AMSTERDAM B S CARPET CO STACK
 NA2008  PID         -  NA2008
 NA2008  STATE/COUNTY-  NY/MONTGOMERY
 NA2008  USGS QUAD   -  AMSTERDAM (1980)
 NA2008
 NA2008                         *CURRENT SURVEY CONTROL
 NA2008  ___________________________________________________________________
 NA2008* NAD 83(1996)-  42 56 22.45168(N)    074 11 02.07065(W)     ADJUSTED  
 NA2008* NAVD 88     -                                                        
 NA2008  ___________________________________________________________________
 NA2008  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 NA2008  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 NA2008
 NA2008  HORZ ORDER  -  THIRD
 NA2008
 NA2008.The horizontal coordinates were established by classical geodetic methods
 NA2008.and adjusted by the National Geodetic Survey in January 1999..
 NA2008
 NA2008
 NA2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2008
 NA2008.The geoid height was determined by GEOID03.
 NA2008
 NA2008;                    North         East     Units Scale Factor Converg.
 NA2008;SPC NY E     -   456,007.781   175,797.080   MT  0.99990818   +0 12 55.2
 NA2008;SPC NY E     - 1,496,085.53    576,760.92   sFT  0.99990818   +0 12 55.2
 NA2008;UTM  18      - 4,754,427.216   566,583.588   MT  0.99965454   +0 33 21.5
 NA2008
 NA2008                          SUPERSEDED SURVEY CONTROL
 NA2008
 NA2008  NAD 83(1986)-  42 56 22.45565(N)    074 11 02.07072(W) AD(       ) 4
 NA2008  NAD 27      -  42 56 22.18337(N)    074 11 03.59696(W) AD(       ) 3
 NA2008
 NA2008.Superseded values are not recommended for survey control.
 NA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2008.See file dsdata.txt to determine how the superseded data were derived.
 NA2008
 NA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6658454427(NAD 83)
 NA2008_MARKER: 63 = STACK
 NA2008
 NA2008  HISTORY     - Date     Condition        Report By
 NA2008  HISTORY     - 1942     FIRST OBSERVED   CGS
 NA2008  HISTORY     - 19970604 GOOD             USPSQD
 NA2008
 NA2008                          STATION DESCRIPTION
 NA2008
 NA2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2008'STATION IS LOCATED ON THE S SIDE OF WILLOW STREET, BETWEEN
 NA2008'FIRST AND SECOND STREETS IN THE CITY OF AMSTERDAM.  IT IS A TALL,
 NA2008'RED BRICK STACK, 250 FEET HIGH AND BUILT IN 1921, ON LAND OWNED
 NA2008'BY THE BIGELOW SANFORD CARPET CO. INC.  THE POINT OBSERVED
 NA2008'ON IS THE CENTER OF TOP OF THE STACK.
 NA2008
 NA2008                          STATION RECOVERY (1997)
 NA2008
 NA2008'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2009 ***********************************************************************
 NA2009  DESIGNATION -  AMSTERDAM MOHAWK MILLS INC STK
 NA2009  PID         -  NA2009
 NA2009  STATE/COUNTY-  NY/MONTGOMERY
 NA2009  USGS QUAD   -  AMSTERDAM (1980)
 NA2009
 NA2009                         *CURRENT SURVEY CONTROL
 NA2009  ___________________________________________________________________
 NA2009* NAD 83(1996)-  42 57 01.23063(N)    074 10 41.99370(W)     ADJUSTED  
 NA2009* NAVD 88     -                                                        
 NA2009  ___________________________________________________________________
 NA2009  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 NA2009  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NA2009
 NA2009  HORZ ORDER  -  THIRD
 NA2009
 NA2009.The horizontal coordinates were established by classical geodetic methods
 NA2009.and adjusted by the National Geodetic Survey in January 1999..
 NA2009
 NA2009
 NA2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2009
 NA2009.The geoid height was determined by GEOID03.
 NA2009
 NA2009;                    North         East     Units Scale Factor Converg.
 NA2009;SPC NY E     -   457,206.060   176,247.652   MT  0.99990847   +0 13 09.0
 NA2009;SPC NY E     - 1,500,016.88    578,239.17   sFT  0.99990847   +0 13 09.0
 NA2009;UTM  18      - 4,755,627.848   567,026.915   MT  0.99965527   +0 33 35.6
 NA2009
 NA2009                          SUPERSEDED SURVEY CONTROL
 NA2009
 NA2009  NAD 83(1986)-  42 57 01.23491(N)    074 10 41.99380(W) AD(       ) 4
 NA2009  NAD 27      -  42 57 00.96513(N)    074 10 43.52052(W) AD(       ) 3
 NA2009
 NA2009.Superseded values are not recommended for survey control.
 NA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2009.See file dsdata.txt to determine how the superseded data were derived.
 NA2009
 NA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6702755628(NAD 83)
 NA2009_MARKER: 63 = STACK
 NA2009
 NA2009  HISTORY     - Date     Condition        Report By
 NA2009  HISTORY     - 1942     FIRST OBSERVED   CGS
 NA2009  HISTORY     - 1958     GOOD             CGS
 NA2009  HISTORY     - 19970604 GOOD             USPSQD
 NA2009
 NA2009                          STATION DESCRIPTION
 NA2009
 NA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2009'STATION IS LOCATED ABOUT 150 FEET S OF LOCUST STREET BETWEEN
 NA2009'LYONS AND ELIAS STREETS IN THE CITY OF AMSTERDAM.  IT IS A BROWN
 NA2009'BRICK STACK ABOUT 225 FEET HIGH, BUILT IN 1924 ON LAND OWNED BY
 NA2009'MOHAWK CARPET MILLS INC.  THE POINT OBSERVED ON WAS THE CENTER
 NA2009'OF THE TOP OF THE STACK.
 NA2009
 NA2009                          STATION RECOVERY (1958)
 NA2009
 NA2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 NA2009'STATION RECOVERED IN GOOD CONDITION.  THE FIRM NAME IS NOW MOHASCO
 NA2009'INDUSTRIES INC.  THE STACK IS 250 FT. HIGH AND THERE IS A SMALLER
 NA2009'STACK TO THE N ON THE SAME PROPERTY.
 NA2009
 NA2009                          STATION RECOVERY (1997)
 NA2009
 NA2009'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3910 ***********************************************************************
 KU3910  DESIGNATION -  AMSTERDAM N BASE OFFSET 1937
 KU3910  PID         -  KU3910
 KU3910  STATE/COUNTY-  NY/NEW YORK
 KU3910  USGS QUAD   -  CENTRAL PARK (1979)
 KU3910
 KU3910                         *CURRENT SURVEY CONTROL
 KU3910  ___________________________________________________________________
 KU3910* NAD 83(1996)-  40 50 35.14715(N)    073 56 04.91226(W)     ADJUSTED  
 KU3910* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 KU3910  ___________________________________________________________________
 KU3910  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 KU3910  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU3910
 KU3910  HORZ ORDER  -  SECOND
 KU3910
 KU3910.The horizontal coordinates were established by classical geodetic methods
 KU3910.and adjusted by the National Geodetic Survey in January 1999..
 KU3910
 KU3910.The orthometric height was scaled from a topographic map.
 KU3910
 KU3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3910
 KU3910.The geoid height was determined by GEOID03.
 KU3910
 KU3910;                    North         East     Units Scale Factor Converg.
 KU3910;SPC NY E     -   223,278.588   197,669.757   MT  0.99992796   +0 22 11.0
 KU3910;SPC NY E     -   732,539.83    648,521.53   sFT  0.99992796   +0 22 11.0
 KU3910;SPC NJ       -   223,278.588   197,669.757   MT  0.99992796   +0 22 11.0
 KU3910;SPC NJ       -   732,539.83    648,521.53   sFT  0.99992796   +0 22 11.0
 KU3910;SPC NY L     -    75,117.163   305,507.188   MT  0.99999491   +0 02 33.8
 KU3910;SPC NY L     -   246,446.89  1,002,318.17   sFT  0.99999491   +0 02 33.8
 KU3910;UTM  18      - 4,521,885.556   589,806.428   MT  0.99969927   +0 41 48.3
 KU3910
 KU3910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3910!SPC NY E     -   0.99999542  x   0.99992796  =   0.99992338
 KU3910!SPC NJ       -   0.99999542  x   0.99992796  =   0.99992338
 KU3910!SPC NY L     -   0.99999542  x   0.99999491  =   0.99999033
 KU3910!UTM  18      -   0.99999542  x   0.99969927  =   0.99969469
 KU3910
 KU3910|---------------------------------------------------------------------|
 KU3910| PID    Reference Object                     Distance      Geod. Az  |
 KU3910|                                                           dddmmss.s |
 KU3910| KU3973 HIGHBRIDGE 1898                     185.704 METERS 10934     |
 KU3910| KU3914 AMSTERDAM N BASE OFFSET EXT B        29.275 METERS 11545     |
 KU3910| KU4041 TE 110                              APPROX. 0.6 KM 2090253.1 |
 KU3910| KU3976 TE 119 1937                         109.990 METERS 20903     |
 KU3910|---------------------------------------------------------------------|
 KU3910
 KU3910                          SUPERSEDED SURVEY CONTROL
 KU3910
 KU3910  NAD 83(1996)-  40 50 35.14713(N)    073 56 04.91324(W) AD(       ) 2
 KU3910  NAD 83(1992)-  40 50 35.14542(N)    073 56 04.91408(W) AD(       ) 2
 KU3910  NAD 83(1986)-  40 50 35.15055(N)    073 56 04.91135(W) AD(       ) 2
 KU3910  NAD 27      -  40 50 34.78600(N)    073 56 06.42300(W) AD(       ) 2
 KU3910
 KU3910.Superseded values are not recommended for survey control.
 KU3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3910.See file dsdata.txt to determine how the superseded data were derived.
 KU3910
 KU3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8980621886(NAD 83)
 KU3910_MARKER: DD = SURVEY DISK
 KU3910_SETTING: 0 = UNSPECIFIED SETTING
 KU3910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3910
 KU3910  HISTORY     - Date     Condition        Report By
 KU3910  HISTORY     - 1937     MONUMENTED       CGS
 KU3910  HISTORY     - 20060209 MARK NOT FOUND   GEOCAC
 KU3910
 KU3910                          STATION DESCRIPTION
 KU3910
 KU3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3910'STATION IS MARKED BY A SMALL HOLE IN A BRASS DISK 0.032 METER IN
 KU3910'DIAMETER CEMENTED INTO A DRILL HOLE IN THE SIDEWALK ON THE W SIDE
 KU3910'OF AMSTERDAM AVENUE N OR 173RD STREET.  1.07 METERS W OF THE W
 KU3910'CURB OF AMSTERDAM AVENUE, 7.00 METERS N OF THE N CURB OF 173RD
 KU3910'STREET.  4.903 METERS E OF THE APARTMENT BUILDING ON THE CORNER,
 KU3910'AND 3.08 METERS FROM A LAMP POST, AND STAMPED N.B. OFFSET.
 KU3910
 KU3910                          STATION RECOVERY (2006)
 KU3910
 KU3910'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3910'THE CONCRETE SIDEWALK HAS BEEN RESURFACED IN THE AREA. THE MARK IS
 KU3910'DESTROYED OR POSSIBLY BURIED UNDER THE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3914 ***********************************************************************
 KU3914  DESIGNATION -  AMSTERDAM N BASE OFFSET EXT B
 KU3914  PID         -  KU3914
 KU3914  STATE/COUNTY-  NY/NEW YORK
 KU3914  USGS QUAD   -  CENTRAL PARK (1979)
 KU3914
 KU3914                         *CURRENT SURVEY CONTROL
 KU3914  ___________________________________________________________________
 KU3914* NAD 83(1996)-  40 50 34.73486(N)    073 56 03.78668(W)     ADJUSTED  
 KU3914* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 KU3914  ___________________________________________________________________
 KU3914  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 KU3914  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU3914
 KU3914  HORZ ORDER  -  SECOND
 KU3914
 KU3914.The horizontal coordinates were established by classical geodetic methods
 KU3914.and adjusted by the National Geodetic Survey in January 1999..
 KU3914
 KU3914.The orthometric height was scaled from a topographic map.
 KU3914
 KU3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3914
 KU3914.The geoid height was determined by GEOID03.
 KU3914
 KU3914;                    North         East     Units Scale Factor Converg.
 KU3914;SPC NY E     -   223,266.041   197,696.205   MT  0.99992799   +0 22 11.7
 KU3914;SPC NY E     -   732,498.67    648,608.30   sFT  0.99992799   +0 22 11.7
 KU3914;SPC NJ       -   223,266.041   197,696.205   MT  0.99992799   +0 22 11.7
 KU3914;SPC NJ       -   732,498.67    648,608.30   sFT  0.99992799   +0 22 11.7
 KU3914;SPC NY L     -    75,104.464   305,533.566   MT  0.99999491   +0 02 34.5
 KU3914;SPC NY L     -   246,405.23  1,002,404.71   sFT  0.99999491   +0 02 34.5
 KU3914;UTM  18      - 4,521,873.164   589,832.941   MT  0.99969933   +0 41 49.0
 KU3914
 KU3914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3914!SPC NY E     -   0.99999542  x   0.99992799  =   0.99992341
 KU3914!SPC NJ       -   0.99999542  x   0.99992799  =   0.99992341
 KU3914!SPC NY L     -   0.99999542  x   0.99999491  =   0.99999033
 KU3914!UTM  18      -   0.99999542  x   0.99969933  =   0.99969475
 KU3914
 KU3914                          SUPERSEDED SURVEY CONTROL
 KU3914
 KU3914  NAD 83(1996)-  40 50 34.73483(N)    073 56 03.78767(W) AD(       ) 2
 KU3914  NAD 83(1992)-  40 50 34.73312(N)    073 56 03.78851(W) AD(       ) 2
 KU3914  NAD 83(1986)-  40 50 34.73826(N)    073 56 03.78581(W) AD(       ) 2
 KU3914  NAD 27      -  40 50 34.37400(N)    073 56 05.29700(W) AD(       ) 2
 KU3914
 KU3914.Superseded values are not recommended for survey control.
 KU3914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3914.See file dsdata.txt to determine how the superseded data were derived.
 KU3914
 KU3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8983321873(NAD 83)
 KU3914_MARKER: DD = SURVEY DISK
 KU3914_SETTING: 0 = UNSPECIFIED SETTING
 KU3914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3914
 KU3914  HISTORY     - Date     Condition        Report By
 KU3914  HISTORY     - 1937     MONUMENTED       CGS
 KU3914  HISTORY     - 20060209 MARK NOT FOUND   GEOCAC
 KU3914
 KU3914                          STATION DESCRIPTION
 KU3914
 KU3914'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3914'STATION IS MARKED BY A SMALL HOLE IN A BRASS DISK 0.032 METER IN
 KU3914'DIAMETER CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE
 KU3914'E SIDE OF AMSTERDAM AVENUE, N OF THE ENTRANCE TO HIGHBRIDGE POOL,
 KU3914'1.80 METERS N OF THE STEPS LEADING TO THE POOL, 0.606 METER FROM A
 KU3914'STONE WALL AND 9.609 METERS FROM THE E CURB OF AMSTERDAM AVENUE.
 KU3914'IT IS STAMPED N.B. OFFSET EXT. B.
 KU3914
 KU3914                          STATION RECOVERY (2006)
 KU3914
 KU3914'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3914'THE CONCRETE SIDEWALK HAS BEEN RESURFACED IN THE AREA. THE MARK IS
 KU3914'DESTROYED OR POSSIBLY BURIED UNDER THE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3913 ***********************************************************************
 KU3913  DESIGNATION -  AMSTERDAM NORTH BASE 1937
 KU3913  PID         -  KU3913
 KU3913  STATE/COUNTY-  NY/NEW YORK
 KU3913  USGS QUAD   -  CENTRAL PARK (1979)
 KU3913
 KU3913                         *CURRENT SURVEY CONTROL
 KU3913  ___________________________________________________________________
 KU3913* NAD 83(1996)-  40 50 35.23806(N)    073 56 05.16031(W)     ADJUSTED  
 KU3913* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 KU3913  ___________________________________________________________________
 KU3913  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 KU3913  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU3913
 KU3913  HORZ ORDER  -  FIRST
 KU3913
 KU3913.The horizontal coordinates were established by classical geodetic methods
 KU3913.and adjusted by the National Geodetic Survey in January 1999..
 KU3913
 KU3913.The orthometric height was scaled from a topographic map.
 KU3913
 KU3913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3913
 KU3913.The geoid height was determined by GEOID03.
 KU3913
 KU3913;                    North         East     Units Scale Factor Converg.
 KU3913;SPC NY E     -   223,281.354   197,663.929   MT  0.99992795   +0 22 10.8
 KU3913;SPC NY E     -   732,548.91    648,502.41   sFT  0.99992795   +0 22 10.8
 KU3913;SPC NJ       -   223,281.354   197,663.929   MT  0.99992795   +0 22 10.8
 KU3913;SPC NJ       -   732,548.91    648,502.41   sFT  0.99992795   +0 22 10.8
 KU3913;UTM  18      - 4,521,888.289   589,800.585   MT  0.99969925   +0 41 48.1
 KU3913
 KU3913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3913!SPC NY E     -   0.99999542  x   0.99992795  =   0.99992337
 KU3913!SPC NJ       -   0.99999542  x   0.99992795  =   0.99992337
 KU3913!UTM  18      -   0.99999542  x   0.99969925  =   0.99969467
 KU3913
 KU3913|---------------------------------------------------------------------|
 KU3913| PID    Reference Object                     Distance      Geod. Az  |
 KU3913|                                                           dddmmss.s |
 KU3913| KU3973 HIGHBRIDGE 1898                     192.119 METERS 10946     |
 KU3913| KU3914 AMSTERDAM N BASE OFFSET EXT B        35.727 METERS 11545     |
 KU3913| KU3912 AMSTERDAM SOUTH BASE ECC            APPROX. 6.5 KM 2084143.2 |
 KU3913|---------------------------------------------------------------------|
 KU3913
 KU3913                          SUPERSEDED SURVEY CONTROL
 KU3913
 KU3913  NAD 83(1996)-  40 50 35.23803(N)    073 56 05.16130(W) AD(       ) 1
 KU3913  NAD 83(1992)-  40 50 35.23632(N)    073 56 05.16214(W) AD(       ) 1
 KU3913  NAD 83(1986)-  40 50 35.24146(N)    073 56 05.15943(W) AD(       ) 1
 KU3913  NAD 27      -  40 50 34.87700(N)    073 56 06.67100(W) AD(       ) 1
 KU3913
 KU3913.Superseded values are not recommended for survey control.
 KU3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3913.See file dsdata.txt to determine how the superseded data were derived.
 KU3913
 KU3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8980121888(NAD 83)
 KU3913_MARKER: N = NAIL
 KU3913_SETTING: 0 = UNSPECIFIED SETTING
 KU3913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3913
 KU3913  HISTORY     - Date     Condition        Report By
 KU3913  HISTORY     - 1937     MONUMENTED       CGS
 KU3913
 KU3913                          STATION DESCRIPTION
 KU3913
 KU3913'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3913'STATION IS THE CENTER OF A BRASS TACK, IN THE TAR ROOF OF A
 KU3913'5-STORY APARTMENT BUILDING, ON THE W SIDE OF AMSTERDAM AVENUE ON
 KU3913'THE CORNER OF AMSTERDAM AVENUE AND 173RD STREET, AND N OF 173RD
 KU3913'STREET.  THE OWNER OF THE BUILDING IS MR. L. SCHWITZER, 104-5TH
 KU3913'AVENUE, BROOKLYN, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0076 ***********************************************************************
 NA0076  DESIGNATION -  AMSTERDAM RM 1
 NA0076  PID         -  NA0076
 NA0076  STATE/COUNTY-  NY/MONTGOMERY
 NA0076  USGS QUAD   -  AMSTERDAM (1980)
 NA0076
 NA0076                         *CURRENT SURVEY CONTROL
 NA0076  ___________________________________________________________________
 NA0076* NAD 83(1986)-  42 57 21.     (N)    074 11 08.     (W)     SCALED    
 NA0076* NAVD 88     -       192.834  (meters)     632.66   (feet)  ADJUSTED  
 NA0076  ___________________________________________________________________
 NA0076  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0076  DYNAMIC HT  -         192.783 (meters)     632.49  (feet)  COMP
 NA0076  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 NA0076
 NA0076  VERT ORDER  -  SECOND    CLASS 0
 NA0076
 NA0076.The horizontal coordinates were scaled from a topographic map and have
 NA0076.an estimated accuracy of +/- 6 seconds.
 NA0076
 NA0076.The orthometric height was determined by differential leveling
 NA0076.and adjusted by the National Geodetic Survey in June 1991..
 NA0076
 NA0076.The geoid height was determined by GEOID03.
 NA0076
 NA0076.The dynamic height is computed by dividing the NAVD 88
 NA0076.geopotential number by the normal gravity value computed on the
 NA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0076.degrees latitude (g = 980.6199 gals.).
 NA0076
 NA0076.The modeled gravity was interpolated from observed gravity values.
 NA0076
 NA0076;                    North         East    Units  Estimated Accuracy
 NA0076;SPC NY E     -   457,810.      175,660.      MT  (+/- 180 meters Scaled)
 NA0076
 NA0076                          SUPERSEDED SURVEY CONTROL
 NA0076
 NA0076  NGVD 29 (??/??/92)  192.992  (m)          633.17   (f) ADJ UNCH    2 0
 NA0076
 NA0076.Superseded values are not recommended for survey control.
 NA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0076.See file dsdata.txt to determine how the superseded data were derived.
 NA0076
 NA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN664562(NAD 83)
 NA0076_MARKER: DR = REFERENCE MARK DISK
 NA0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0076_STAMPING: AMSTERDAM 1 1942
 NA0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0076+STABILITY: SURFACE MOTION
 NA0076
 NA0076  HISTORY     - Date     Condition        Report By
 NA0076  HISTORY     - 1942     MONUMENTED       CGS
 NA0076  HISTORY     - 1958     GOOD             NGS
 NA0076  HISTORY     - 1977     MARK NOT FOUND   NYDT
 NA0076  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NA0076
 NA0076                          STATION DESCRIPTION
 NA0076
 NA0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0076'1.5 MI N FROM AMSTERDAM.
 NA0076'ABOUT 1.5 MILES NORTH ALONG HIGHWAY 30 FROM THE PASSENGER STATION AT
 NA0076'AMSTERDAM.  ABOUT 24 FEET WEST OF THE CENTER LINE OF HIGHWAY 30.
 NA0076'ABOUT 90 FEET NORTH OF THE TRIANGULATION STATION AMSTERDAM, AND ABOUT
 NA0076'50 FEET SOUTH OF THE TRIANGULAR INTERSECTION OF HIGHWAY 30 AND A
 NA0076'PAVED ROAD.
 NA0076
 NA0076                          STATION RECOVERY (1958)
 NA0076
 NA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NA0076'RECOVERED IN GOOD CONDITION.
 NA0076
 NA0076                          STATION RECOVERY (1977)
 NA0076
 NA0076'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0076'MARK NOT FOUND.
 NA0076
 NA0076                          STATION RECOVERY (1998)
 NA0076
 NA0076'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0077 ***********************************************************************
 NA0077  DESIGNATION -  AMSTERDAM RM 2
 NA0077  PID         -  NA0077
 NA0077  STATE/COUNTY-  NY/MONTGOMERY
 NA0077  USGS QUAD   -  AMSTERDAM (1980)
 NA0077
 NA0077                         *CURRENT SURVEY CONTROL
 NA0077  ___________________________________________________________________
 NA0077* NAD 83(1986)-  42 57 21.     (N)    074 11 08.     (W)     SCALED    
 NA0077* NAVD 88     -       189.774  (meters)     622.62   (feet)  ADJUSTED  
 NA0077  ___________________________________________________________________
 NA0077  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0077  DYNAMIC HT  -         189.724 (meters)     622.45  (feet)  COMP
 NA0077  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 NA0077
 NA0077  VERT ORDER  -  SECOND    CLASS 0
 NA0077
 NA0077.The horizontal coordinates were scaled from a topographic map and have
 NA0077.an estimated accuracy of +/- 6 seconds.
 NA0077
 NA0077.The orthometric height was determined by differential leveling
 NA0077.and adjusted by the National Geodetic Survey in June 1991..
 NA0077
 NA0077.The geoid height was determined by GEOID03.
 NA0077
 NA0077.The dynamic height is computed by dividing the NAVD 88
 NA0077.geopotential number by the normal gravity value computed on the
 NA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0077.degrees latitude (g = 980.6199 gals.).
 NA0077
 NA0077.The modeled gravity was interpolated from observed gravity values.
 NA0077
 NA0077;                    North         East    Units  Estimated Accuracy
 NA0077;SPC NY E     -   457,810.      175,660.      MT  (+/- 180 meters Scaled)
 NA0077
 NA0077                          SUPERSEDED SURVEY CONTROL
 NA0077
 NA0077  NGVD 29 (??/??/92)  189.932  (m)          623.14   (f) ADJ UNCH    2 0
 NA0077
 NA0077.Superseded values are not recommended for survey control.
 NA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0077.See file dsdata.txt to determine how the superseded data were derived.
 NA0077
 NA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN664562(NAD 83)
 NA0077_MARKER: DB = BENCH MARK DISK
 NA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0077_STAMPING: AMSTERDAM 2 1942
 NA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0077+STABILITY: SURFACE MOTION
 NA0077
 NA0077  HISTORY     - Date     Condition        Report By
 NA0077  HISTORY     - 1942     MONUMENTED       CGS
 NA0077  HISTORY     - 1958     MARK NOT FOUND   NGS
 NA0077  HISTORY     - 1977     MARK NOT FOUND   NYDT
 NA0077  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NA0077
 NA0077                          STATION DESCRIPTION
 NA0077
 NA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0077'1.5 MI N FROM AMSTERDAM.
 NA0077'ABOUT 1.5 MILES NORTH OF THE RAIL ROAD STATION ALONG HIGHWAY 30.
 NA0077'ABOUT 70 FEET WEST OF HIGHWAY 30, ABOUT 12 FEET NORTH OF A PAVED SIDE
 NA0077'ROAD, AND ABOUT 65 FEET SOUTH WEST OF THE TRIANGULATION STATION.
 NA0077'NOTE--MAY BE UNDER 6 FEET OF ASPHALT.
 NA0077
 NA0077                          STATION RECOVERY (1958)
 NA0077
 NA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NA0077'MARK NOT FOUND.
 NA0077
 NA0077                          STATION RECOVERY (1977)
 NA0077
 NA0077'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0077'MARK NOT FOUND.
 NA0077
 NA0077                          STATION RECOVERY (1998)
 NA0077
 NA0077'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3922 ***********************************************************************
 KU3922  DESIGNATION -  AMSTERDAM S BASE ECC OFST
 KU3922  PID         -  KU3922
 KU3922  STATE/COUNTY-  NY/NEW YORK
 KU3922  USGS QUAD   -  CENTRAL PARK (1979)
 KU3922
 KU3922                         *CURRENT SURVEY CONTROL
 KU3922  ___________________________________________________________________
 KU3922* NAD 83(1996)-  40 47 31.83037(N)    073 58 17.54770(W)     ADJUSTED  
 KU3922* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 KU3922  ___________________________________________________________________
 KU3922  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 KU3922  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU3922
 KU3922  HORZ ORDER  -  SECOND
 KU3922
 KU3922.The horizontal coordinates were established by classical geodetic methods
 KU3922.and adjusted by the National Geodetic Survey in January 1999..
 KU3922
 KU3922.The orthometric height was scaled from a topographic map.
 KU3922
 KU3922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3922
 KU3922.The geoid height was determined by GEOID03.
 KU3922
 KU3922;                    North         East     Units Scale Factor Converg.
 KU3922;SPC NY E     -   217,604.890   194,596.990   MT  0.99992447   +0 20 42.9
 KU3922;SPC NY E     -   713,925.38    638,440.29   sFT  0.99992447   +0 20 42.9
 KU3922;SPC NJ       -   217,604.890   194,596.990   MT  0.99992447   +0 20 42.9
 KU3922;SPC NJ       -   713,925.38    638,440.29   sFT  0.99992447   +0 20 42.9
 KU3922;SPC NY L     -    69,460.695   302,401.895   MT  0.99999541   +0 01 07.0
 KU3922;SPC NY L     -   227,888.96    992,130.22   sFT  0.99999541   +0 01 07.0
 KU3922;UTM  18      - 4,516,195.732   586,766.778   MT  0.99969266   +0 40 19.0
 KU3922
 KU3922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3922!SPC NY E     -   0.99999984  x   0.99992447  =   0.99992431
 KU3922!SPC NJ       -   0.99999984  x   0.99992447  =   0.99992431
 KU3922!SPC NY L     -   0.99999984  x   0.99999541  =   0.99999525
 KU3922!UTM  18      -   0.99999984  x   0.99969266  =   0.99969250
 KU3922
 KU3922:                Primary Azimuth Mark                     Grid Az
 KU3922:SPC NY E     -  TE 20 1937                               027 16 26.2
 KU3922:SPC NJ       -  TE 20 1937                               027 16 26.2
 KU3922:SPC NY L     -  TE 20 1937                               027 36 02.1
 KU3922:UTM  18      -  TE 20 1937                               026 56 50.1
 KU3922
 KU3922|---------------------------------------------------------------------|
 KU3922| PID    Reference Object                     Distance      Geod. Az  |
 KU3922|                                                           dddmmss.s |
 KU3922| KU4027 TE 20 1937                          APPROX. 1.1 KM 0273709.1 |
 KU3922| KU3924 AMSTERDAM S BASE ECC OFFSET          26.294 METERS 28537     |
 KU3922|---------------------------------------------------------------------|
 KU3922
 KU3922                          SUPERSEDED SURVEY CONTROL
 KU3922
 KU3922  NAD 83(1996)-  40 47 31.83021(N)    073 58 17.54837(W) AD(       ) 2
 KU3922  NAD 83(1992)-  40 47 31.82876(N)    073 58 17.54868(W) AD(       ) 2
 KU3922  NAD 83(1986)-  40 47 31.83410(N)    073 58 17.54791(W) AD(       ) 2
 KU3922  NAD 27      -  40 47 31.46700(N)    073 58 19.05300(W) AD(       ) 2
 KU3922
 KU3922.Superseded values are not recommended for survey control.
 KU3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3922.See file dsdata.txt to determine how the superseded data were derived.
 KU3922
 KU3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8676716196(NAD 83)
 KU3922_MARKER: DD = SURVEY DISK
 KU3922_SETTING: 0 = UNSPECIFIED SETTING
 KU3922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3922
 KU3922  HISTORY     - Date     Condition        Report By
 KU3922  HISTORY     - 1937     MONUMENTED       CGS
 KU3922  HISTORY     - 20050928 MARK NOT FOUND   GEOCAC
 KU3922
 KU3922                          STATION DESCRIPTION
 KU3922
 KU3922'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3922'A SMALL HOLE IN THE TOP OF A BRASS DISK 0.032 METER IN DIAMETER
 KU3922'CEMENTED INTO THE E SIDEWALK OF AMSTERDAM AVENUE, BETWEEN WEST
 KU3922'93RD STREET AND WEST 94TH STREET, 5.65 METERS E OF THE E CURB OF
 KU3922'AMSTERDAM AVENUE AND 9.87 METERS N OF THE N CURB OF WEST 93RD
 KU3922'STREET.  MARK IS STAMPED OFFSET S.B. SETUP.
 KU3922
 KU3922                          STATION RECOVERY (2005)
 KU3922
 KU3922'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3922'MARK NOT FOUND, PRESUMED DESTROYED.
 KU3922'THE SIDE WALK HAS BEEN RESURFACED, AND NO SIGN OF THE MARK IS EVIDENT.
 KU3922'IT IS POSSIBLE, BUT HIGHLY UNLIKELY, THAT THE DISK STILL SURVIVES
 KU3922'UNDER THE CURRENT SIDE WALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3923 ***********************************************************************
 KU3923  DESIGNATION -  AMSTERDAM S BASE ECC EXT C
 KU3923  PID         -  KU3923
 KU3923  STATE/COUNTY-  NY/NEW YORK
 KU3923  USGS QUAD   -  CENTRAL PARK (1979)
 KU3923
 KU3923                         *CURRENT SURVEY CONTROL
 KU3923  ___________________________________________________________________
 KU3923* NAD 83(1996)-  40 47 32.70553(N)    073 58 21.66931(W)     ADJUSTED  
 KU3923* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 KU3923  ___________________________________________________________________
 KU3923  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KU3923  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU3923
 KU3923  HORZ ORDER  -  SECOND
 KU3923
 KU3923.The horizontal coordinates were established by classical geodetic methods
 KU3923.and adjusted by the National Geodetic Survey in January 1999..
 KU3923
 KU3923.The orthometric height was scaled from a topographic map.
 KU3923
 KU3923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3923
 KU3923.The geoid height was determined by GEOID03.
 KU3923
 KU3923;                    North         East     Units Scale Factor Converg.
 KU3923;SPC NY E     -   217,631.303   194,500.209   MT  0.99992437   +0 20 40.2
 KU3923;SPC NY E     -   714,012.03    638,122.77   sFT  0.99992437   +0 20 40.2
 KU3923;SPC NJ       -   217,631.303   194,500.209   MT  0.99992437   +0 20 40.2
 KU3923;SPC NJ       -   714,012.03    638,122.77   sFT  0.99992437   +0 20 40.2
 KU3923;SPC NY L     -    69,487.660   302,305.259   MT  0.99999540   +0 01 04.3
 KU3923;SPC NY L     -   227,977.43    991,813.17   sFT  0.99999540   +0 01 04.3
 KU3923;UTM  18      - 4,516,221.586   586,669.871   MT  0.99969246   +0 40 16.3
 KU3923
 KU3923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3923!SPC NY E     -   1.00000047  x   0.99992437  =   0.99992484
 KU3923!SPC NJ       -   1.00000047  x   0.99992437  =   0.99992484
 KU3923!SPC NY L     -   1.00000047  x   0.99999540  =   0.99999587
 KU3923!UTM  18      -   1.00000047  x   0.99969246  =   0.99969293
 KU3923
 KU3923                          SUPERSEDED SURVEY CONTROL
 KU3923
 KU3923  NAD 83(1996)-  40 47 32.70536(N)    073 58 21.66998(W) AD(       ) 2
 KU3923  NAD 83(1992)-  40 47 32.70391(N)    073 58 21.67029(W) AD(       ) 2
 KU3923  NAD 83(1986)-  40 47 32.70936(N)    073 58 21.66991(W) AD(       ) 2
 KU3923  NAD 27      -  40 47 32.34200(N)    073 58 23.17400(W) AD(       ) 2
 KU3923
 KU3923.Superseded values are not recommended for survey control.
 KU3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3923.See file dsdata.txt to determine how the superseded data were derived.
 KU3923
 KU3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8667016222(NAD 83)
 KU3923_MARKER: DD = SURVEY DISK
 KU3923_SETTING: 0 = UNSPECIFIED SETTING
 KU3923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3923
 KU3923  HISTORY     - Date     Condition        Report By
 KU3923  HISTORY     - 1937     MONUMENTED       CGS
 KU3923  HISTORY     - 20050928 MARK NOT FOUND   GEOCAC
 KU3923
 KU3923                          STATION DESCRIPTION
 KU3923
 KU3923'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3923'A SMALL HOLE IN THE TOP OF A BRASS DISK 0.032 METER IN DIAMETER
 KU3923'CEMENTED INTO THE S SIDEWALK OF WEST 93RD STREET, BETWEEN
 KU3923'AMSTERDAM AVENUE AND BROADWAY, NEAR THE W ENTRANCE TO CONGREGATION
 KU3923'CHAARI ZEDEK SYNAGOGUE, 1.16 METERS FROM THE NW CORNER OF THE
 KU3923'SYNAGOGUE, 4.535 METERS S OF THE S SIDEWALK CURB, AND 6.61 METERS
 KU3923'W OF THE W EDGE OF THE BOTTOM STEP OT THE MAIN ENTRANCE TO THE
 KU3923'SYNAGOGUE.  STATION IS STAMPED OFF.SB EXT C.
 KU3923
 KU3923                          STATION RECOVERY (2005)
 KU3923
 KU3923'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3923'MARK NOT FOUND, PRESUMED DESTROYED.
 KU3923'THE SIDE WALK ADJACENT TO THE WEST ENTRANCE OF THE SYNAGOGUE HAS BEEN
 KU3923'RESURFACED, AND NO SIGN OF THE MARK IS EVIDENT. IT IS POSSIBLE, BUT
 KU3923'HIGHLY UNLIKELY, THAT THE DISK STILL SURVIVES UNDER THE CURRENT SIDE
 KU3923'WALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3924 ***********************************************************************
 KU3924  DESIGNATION -  AMSTERDAM S BASE ECC OFFSET
 KU3924  PID         -  KU3924
 KU3924  STATE/COUNTY-  NY/NEW YORK
 KU3924  USGS QUAD   -  CENTRAL PARK (1979)
 KU3924
 KU3924                         *CURRENT SURVEY CONTROL
 KU3924  ___________________________________________________________________
 KU3924* NAD 83(1996)-  40 47 32.05975(N)    073 58 18.62791(W)     ADJUSTED  
 KU3924* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 KU3924  ___________________________________________________________________
 KU3924  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 KU3924  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU3924
 KU3924  HORZ ORDER  -  SECOND
 KU3924
 KU3924.The horizontal coordinates were established by classical geodetic methods
 KU3924.and adjusted by the National Geodetic Survey in January 1999..
 KU3924
 KU3924.The orthometric height was scaled from a topographic map.
 KU3924
 KU3924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3924
 KU3924.The geoid height was determined by GEOID03.
 KU3924
 KU3924;                    North         East     Units Scale Factor Converg.
 KU3924;SPC NY E     -   217,611.813   194,571.625   MT  0.99992444   +0 20 42.2
 KU3924;SPC NY E     -   713,948.09    638,357.07   sFT  0.99992444   +0 20 42.2
 KU3924;SPC NJ       -   217,611.813   194,571.625   MT  0.99992444   +0 20 42.2
 KU3924;SPC NJ       -   713,948.09    638,357.07   sFT  0.99992444   +0 20 42.2
 KU3924;SPC NY L     -    69,467.762   302,376.568   MT  0.99999541   +0 01 06.3
 KU3924;SPC NY L     -   227,912.15    992,047.12   sFT  0.99999541   +0 01 06.3
 KU3924;UTM  18      - 4,516,202.508   586,741.380   MT  0.99969261   +0 40 18.3
 KU3924
 KU3924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3924!SPC NY E     -   0.99999984  x   0.99992444  =   0.99992428
 KU3924!SPC NJ       -   0.99999984  x   0.99992444  =   0.99992428
 KU3924!SPC NY L     -   0.99999984  x   0.99999541  =   0.99999525
 KU3924!UTM  18      -   0.99999984  x   0.99969261  =   0.99969245
 KU3924
 KU3924:                Primary Azimuth Mark                     Grid Az
 KU3924:SPC NY E     -  TE 20 1937                               028 39 26.9
 KU3924:SPC NJ       -  TE 20 1937                               028 39 26.9
 KU3924:SPC NY L     -  TE 20 1937                               028 59 02.8
 KU3924:UTM  18      -  TE 20 1937                               028 19 50.8
 KU3924
 KU3924|---------------------------------------------------------------------|
 KU3924| PID    Reference Object                     Distance      Geod. Az  |
 KU3924|                                                           dddmmss.s |
 KU3924| KU4027 TE 20 1937                          APPROX. 1.1 KM 0290009.1 |
 KU3924| KU3922 AMSTERDAM S BASE ECC OFST            26.294 METERS 10537     |
 KU3924| KU3923 AMSTERDAM S BASE ECC EXT C           74.033 METERS 28537     |
 KU3924|---------------------------------------------------------------------|
 KU3924
 KU3924                          SUPERSEDED SURVEY CONTROL
 KU3924
 KU3924  NAD 83(1996)-  40 47 32.05958(N)    073 58 18.62858(W) AD(       ) 2
 KU3924  NAD 83(1992)-  40 47 32.05814(N)    073 58 18.62888(W) AD(       ) 2
 KU3924  NAD 83(1986)-  40 47 32.06357(N)    073 58 18.62852(W) AD(       ) 2
 KU3924  NAD 27      -  40 47 31.69600(N)    073 58 20.13300(W) AD(       ) 2
 KU3924
 KU3924.Superseded values are not recommended for survey control.
 KU3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3924.See file dsdata.txt to determine how the superseded data were derived.
 KU3924
 KU3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8674116203(NAD 83)
 KU3924_MARKER: DD = SURVEY DISK
 KU3924_SETTING: 0 = UNSPECIFIED SETTING
 KU3924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3924
 KU3924  HISTORY     - Date     Condition        Report By
 KU3924  HISTORY     - 1937     MONUMENTED       CGS
 KU3924  HISTORY     - 20050928 MARK NOT FOUND   GEOCAC
 KU3924
 KU3924                          STATION DESCRIPTION
 KU3924
 KU3924'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3924'STATION IS MARKED BY A SMALL HOLE IN A BRASS DISK 0.032 METER IN
 KU3924'DIAMETER CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE
 KU3924'W SIDE OF AMSTERDAM AVENUE AND N OF WEST 93RD STREET.  IT IS 1.78
 KU3924'METERS FROM THE AMSTERDAM AVENUE CURB AND 3.23 METERS FROM THE
 KU3924'ROUNDING CURB OF WEST 93RD STREET, 4.425 METERS FROM THE SE
 KU3924'CORNER OF PUBLIC SCHOOL 93 AND 6.03 METERS FROM HYDRANT 48 ON
 KU3924'AMSTERDAM AVENUE, AND 6.69 METERS FROM HYDRANT 6 ON WEST 93RD STREET.
 KU3924
 KU3924                          STATION RECOVERY (2005)
 KU3924
 KU3924'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3924'MARK NOT FOUND, PRESUMED DESTROYED.
 KU3924'THE SIDE WALK HAS BEEN RESURFACED, AND NO SIGN OF THE MARK IS EVIDENT.
 KU3924'IT IS POSSIBLE, BUT HIGHLY UNLIKELY, THAT THE DISK STILL SURVIVES
 KU3924'UNDER THE CURRENT SIDE WALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3911 ***********************************************************************
 KU3911  DESIGNATION -  AMSTERDAM SOUTH BASE
 KU3911  PID         -  KU3911
 KU3911  STATE/COUNTY-  NY/NEW YORK
 KU3911  USGS QUAD   -  CENTRAL PARK (1979)
 KU3911
 KU3911                         *CURRENT SURVEY CONTROL
 KU3911  ___________________________________________________________________
 KU3911* NAD 83(1996)-  40 47 31.79827(N)    073 58 17.39801(W)     ADJUSTED  
 KU3911* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 KU3911  ___________________________________________________________________
 KU3911  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 KU3911  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU3911
 KU3911  HORZ ORDER  -  SECOND
 KU3911
 KU3911.The horizontal coordinates were established by classical geodetic methods
 KU3911.and adjusted by the National Geodetic Survey in January 1999..
 KU3911
 KU3911.The orthometric height was scaled from a topographic map.
 KU3911
 KU3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3911
 KU3911.The geoid height was determined by GEOID03.
 KU3911
 KU3911;                    North         East     Units Scale Factor Converg.
 KU3911;SPC NY E     -   217,603.922   194,600.505   MT  0.99992448   +0 20 43.0
 KU3911;SPC NY E     -   713,922.20    638,451.82   sFT  0.99992448   +0 20 43.0
 KU3911;SPC NJ       -   217,603.922   194,600.505   MT  0.99992448   +0 20 43.0
 KU3911;SPC NJ       -   713,922.20    638,451.82   sFT  0.99992448   +0 20 43.0
 KU3911;UTM  18      - 4,516,194.783   586,770.298   MT  0.99969267   +0 40 19.1
 KU3911
 KU3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3911!SPC NY E     -   0.99999968  x   0.99992448  =   0.99992416
 KU3911!SPC NJ       -   0.99999968  x   0.99992448  =   0.99992416
 KU3911!UTM  18      -   0.99999968  x   0.99969267  =   0.99969235
 KU3911
 KU3911|---------------------------------------------------------------------|
 KU3911| PID    Reference Object                     Distance      Geod. Az  |
 KU3911|                                                           dddmmss.s |
 KU3911| CB6574 AMSTERDAM S BASE RM 1                 6.770 METERS 02617     |
 KU3911| CB6575 AMSTERDAM S BASE RM 2                 8.510 METERS 09855     |
 KU3911| KU4005 ELDORADO                            APPROX. 0.5 KM 1403448.4 |
 KU3911|---------------------------------------------------------------------|
 KU3911
 KU3911                          SUPERSEDED SURVEY CONTROL
 KU3911
 KU3911  NAD 83(1996)-  40 47 31.79810(N)    073 58 17.39868(W) AD(       ) 2
 KU3911  NAD 83(1992)-  40 47 31.79666(N)    073 58 17.39898(W) AD(       ) 2
 KU3911  NAD 83(1986)-  40 47 31.80210(N)    073 58 17.39874(W) AD(       ) 2
 KU3911  NAD 27      -  40 47 31.43500(N)    073 58 18.90300(W) AD(       ) 2
 KU3911
 KU3911.Superseded values are not recommended for survey control.
 KU3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3911.See file dsdata.txt to determine how the superseded data were derived.
 KU3911
 KU3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8677016195(NAD 83)
 KU3911_MARKER: DS = TRIANGULATION STATION DISK
 KU3911_SETTING: 0 = UNSPECIFIED SETTING
 KU3911
 KU3911  HISTORY     - Date     Condition        Report By
 KU3911  HISTORY     - 1937     MONUMENTED       CGS
 KU3911
 KU3911                          STATION DESCRIPTION
 KU3911
 KU3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3911'A STANDARD COAST AND GEODETIC SURVEY BRASS DISK EMBEDDED IN
 KU3911'CEMENT IN A DRILLED HOLE IN THE W COPING OF THE PENTHOUSE ROOF,
 KU3911'ATOP THE 17-STORY APARTMENT HOUSE AT THE NE CORNER OF 93RD STREET
 KU3911'AND AMSTERDAM AVENUE.  IT IS ABOUT 3 FEET N OF THE SW CORNER OF
 KU3911'THE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3912 ***********************************************************************
 KU3912  DESIGNATION -  AMSTERDAM SOUTH BASE ECC
 KU3912  PID         -  KU3912
 KU3912  STATE/COUNTY-  NY/NEW YORK
 KU3912  USGS QUAD   -  CENTRAL PARK (1979)
 KU3912
 KU3912                         *CURRENT SURVEY CONTROL
 KU3912  ___________________________________________________________________
 KU3912* NAD 83(1996)-  40 47 31.77348(N)    073 58 17.28166(W)     ADJUSTED  
 KU3912* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 KU3912  ___________________________________________________________________
 KU3912  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 KU3912  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU3912
 KU3912  HORZ ORDER  -  FIRST
 KU3912
 KU3912.The horizontal coordinates were established by classical geodetic methods
 KU3912.and adjusted by the National Geodetic Survey in January 1999..
 KU3912
 KU3912.The orthometric height was scaled from a topographic map.
 KU3912
 KU3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3912
 KU3912.The geoid height was determined by GEOID03.
 KU3912
 KU3912;                    North         East     Units Scale Factor Converg.
 KU3912;SPC NY E     -   217,603.173   194,603.237   MT  0.99992448   +0 20 43.1
 KU3912;SPC NY E     -   713,919.74    638,460.79   sFT  0.99992448   +0 20 43.1
 KU3912;SPC NJ       -   217,603.173   194,603.237   MT  0.99992448   +0 20 43.1
 KU3912;SPC NJ       -   713,919.74    638,460.79   sFT  0.99992448   +0 20 43.1
 KU3912;UTM  18      - 4,516,194.051   586,773.034   MT  0.99969268   +0 40 19.2
 KU3912
 KU3912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3912!SPC NY E     -   0.99999968  x   0.99992448  =   0.99992416
 KU3912!SPC NJ       -   0.99999968  x   0.99992448  =   0.99992416
 KU3912!UTM  18      -   0.99999968  x   0.99969268  =   0.99969236
 KU3912
 KU3912|---------------------------------------------------------------------|
 KU3912| PID    Reference Object                     Distance      Geod. Az  |
 KU3912|                                                           dddmmss.s |
 KU3912| CB6574 AMSTERDAM S BASE RM 1                 6.843 METERS 00216     |
 KU3912| KU4027 TE 20 1937                          APPROX. 1.1 KM 0271633.4 |
 KU3912| CB6575 AMSTERDAM S BASE RM 2                 5.709 METERS 09536     |
 KU3912| KU4005 ELDORADO                            APPROX. 0.5 KM 1404509.7 |
 KU3912| KU3923 AMSTERDAM S BASE ECC EXT C          106.807 METERS 28537     |
 KU3912| KU3911 AMSTERDAM SOUTH BASE                  2.833 METERS 28540     |
 KU3912|---------------------------------------------------------------------|
 KU3912
 KU3912                          SUPERSEDED SURVEY CONTROL
 KU3912
 KU3912  NAD 83(1996)-  40 47 31.77331(N)    073 58 17.28233(W) AD(       ) 1
 KU3912  NAD 83(1992)-  40 47 31.77186(N)    073 58 17.28263(W) AD(       ) 1
 KU3912  NAD 83(1986)-  40 47 31.77730(N)    073 58 17.28239(W) AD(       ) 1
 KU3912  NAD 27      -  40 47 31.41000(N)    073 58 18.78700(W) AD(       ) 1
 KU3912
 KU3912.Superseded values are not recommended for survey control.
 KU3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3912.See file dsdata.txt to determine how the superseded data were derived.
 KU3912
 KU3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8677316194(NAD 83)
 KU3912_MARKER: N = NAIL
 KU3912_SETTING: 0 = UNSPECIFIED SETTING
 KU3912
 KU3912  HISTORY     - Date     Condition        Report By
 KU3912  HISTORY     - 1937     MONUMENTED       CGS
 KU3912
 KU3912                          STATION DESCRIPTION
 KU3912
 KU3912'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3912'STATION IS A BRASS TACK DRIVEN INTO TARRED-ROOF OF PENTHOUSE ATOP
 KU3912'THE 17-STORY APARTMENT BUILDING ON THE NE CORNER OF AMSTERDAM
 KU3912'AVENUE AND W 93RD STREET.  IT IS NEAR THE SW CORNER OF THE ROOF.
 KU3912'
 KU3912'DISTANCES--FROM STATION TO S COPING 1.171 METERS
 KU3912'
 KU3912'FROM STATION TO E COPING 1.661 METERS.
 KU3912'
 KU3912'FROM STATION TO W COPING 2.584 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1563 ***********************************************************************
 OD1563  DESIGNATION -  ANA
 OD1563  PID         -  OD1563
 OD1563  STATE/COUNTY-  NY/SARATOGA
 OD1563  USGS QUAD   -  GANSEVOORT (1968)
 OD1563
 OD1563                         *CURRENT SURVEY CONTROL
 OD1563  ___________________________________________________________________
 OD1563* NAD 83(1996)-  43 09 55.24165(N)    073 44 29.96698(W)     ADJUSTED  
 OD1563* NAVD 88     -        99.4    (meters)     326.     (feet)  VERTCON   
 OD1563  ___________________________________________________________________
 OD1563  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 OD1563  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 OD1563
 OD1563  HORZ ORDER  -  SECOND
 OD1563
 OD1563.The horizontal coordinates were established by classical geodetic methods
 OD1563.and adjusted by the National Geodetic Survey in January 1999..
 OD1563
 OD1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1563
 OD1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1563
 OD1563.The geoid height was determined by GEOID03.
 OD1563
 OD1563;                    North         East     Units Scale Factor Converg.
 OD1563;SPC NY E     -   481,318.167   211,663.868   MT  0.99994676   +0 31 07.7
 OD1563;SPC NY E     - 1,579,124.69    694,433.87   sFT  0.99994676   +0 31 07.7
 OD1563;UTM  18      - 4,779,944.828   602,290.517   MT  0.99972871   +0 51 39.3
 OD1563
 OD1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1563!SPC NY E     -   0.99998917  x   0.99994676  =   0.99993593
 OD1563!UTM  18      -   0.99998917  x   0.99972871  =   0.99971789
 OD1563
 OD1563:                Primary Azimuth Mark                     Grid Az
 OD1563:SPC NY E     -  ANA 1                                    172 26 22.8
 OD1563:UTM  18      -  ANA 1                                    172 05 51.2
 OD1563
 OD1563|---------------------------------------------------------------------|
 OD1563| PID    Reference Object                     Distance      Geod. Az  |
 OD1563|                                                           dddmmss.s |
 OD1563| DA2883 ANA 1                                              1725730.5 |
 OD1563| OD1561 ANA A SACGS 1973                     14.103 METERS 30840     |
 OD1563| DA2884 ANA 2                                              3514242.1 |
 OD1563|---------------------------------------------------------------------|
 OD1563
 OD1563                          SUPERSEDED SURVEY CONTROL
 OD1563
 OD1563  NAD 83(1996)-  43 09 55.24439(N)    073 44 29.96776(W) AD(       ) 2
 OD1563  NAD 83(1992)-  43 09 55.24506(N)    073 44 29.96762(W) AD(       ) 2
 OD1563  NAD 83(1986)-  43 09 55.24575(N)    073 44 29.96754(W) AD(       ) 2
 OD1563  NAD 27      -  43 09 54.98162(N)    073 44 31.53601(W) AD(       ) 2
 OD1563  NGVD 29 (07/19/86)   99.6    (m)          327.     (f) VERT ANG       
 OD1563
 OD1563.Superseded values are not recommended for survey control.
 OD1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1563.See file dsdata.txt to determine how the superseded data were derived.
 OD1563
 OD1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0229179945(NAD 83)
 OD1563_MARKER: DD = SURVEY DISK
 OD1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1563
 OD1563  HISTORY     - Date     Condition        Report By
 OD1563  HISTORY     - 1973     MONUMENTED       NY-091
 OD1563
 OD1563                          STATION DESCRIPTION
 OD1563
 OD1563'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1563'THE STATION IS ABOUT 5.0 MILES SOUTHWEST OF GANSEVOORT, 6.5 MILES
 OD1563'NORTHEAST OF THE CITY OF SARATOGA SPRINGS, AND 7.5 MILES
 OD1563'SOUTHEAST OF CORINTH, IN THE TOWNSHIP OF WILTON.
 OD1563'
 OD1563'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1563'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE INTERSECTION
 OD1563'OF COUNTY HIGHWAY 32.  TURN RIGHT ON COUNTY HIGHWAY 32 AND
 OD1563'GO NORTHWEST AND WEST FOR 5.2 MILES TO THE INTERSECTION OF COUNTY
 OD1563'HIGHWAY 34 (NORTHERN PINES ROAD) ON THE LEFT.  TURN LEFT ON
 OD1563'COUNTY HIGHWAY 34 (NORTHERN PINES ROAD) AND GO SOUTH FOR 0.50
 OD1563'MILE TO AZIMUTH MARK, ANA-2 (SACGS), ON RIGHT.  CONTINUE SOUTH
 OD1563'ON COUNTY HIGHWAY 34 (NORTHERN PINES ROAD) FOR 0.65 MILE TO
 OD1563'STATION ON THE LEFT.
 OD1563'
 OD1563'TO REACH AZIMUTH MARK, ANA-1 (SACGS), FROM THE STATION, GO
 OD1563'SOUTH ON COUNTY HIGHWAY 34 (NORTHERN PINES ROAD) FOR 0.45
 OD1563'MILE TO MARK ON LEFT.
 OD1563'
 OD1563'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1563'SURVEY STAMPED ANA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1563'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECT 0.10 FOOT
 OD1563'ABOVE GROUND LEVEL.  IT IS LOCATED 53.2 FEET SOUTHEAST OF A
 OD1563'38-INCH MAPLE TREE ON THE WEST SIDE OF COUNTY HIGHWAY 34
 OD1563'(NORTHERN PINES ROAD), 46.0 FEET EAST OF 38-INCH MAPLE TREE ON
 OD1563'THE WEST SIDE OF COUNTY HIGHWAY 34 (NORTHERN PINES ROAD), 17.7
 OD1563'FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY 34 (NORTHERN
 OD1563'PINES ROAD), 56.3 FEET NORTH OF A RAILROAD TIE CORNER FENCE
 OD1563'POST ON THE EAST SIDE OF COUNTY HIGHWAY 34 (NORTHERN PINES
 OD1563'ROAD), 20.8 FEET NORTHWEST OF RANGE LINE OFF SOUTH SIDE OF
 OD1563'BROWN WOOD FRAME DWELLING 8265, AND 15.8 FEET SOUTHEAST OF
 OD1563'RANGE LINE OFF NORTH SIDE OF SAID HOUSE 8265.  THE
 OD1563'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 OD1563'48 INCHES BELOW GROUND.
 OD1563'
 OD1563'AZIMUTH MARK, ANA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1563'COUNTY GEODETIC SURVEY STAMPED ANA-1.  IT IS SET IN THE TOP OF A
 OD1563'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1563'GROUND.  IT IS LOCATED 68.0 FEET SOUTHEAST OF A 40-INCH MAPLE TREE
 OD1563'ON THE WEST SIDE OF COUNTY HIGHWAY 34 (NORTHERN PINES ROAD),
 OD1563'36.2 FEET NORTH OF RANGE LINE OFF THE SOUTH SIDE OF DWELLING ON
 OD1563'THE WEST SIDE OF COUNTY HIGHWAY 34 (NORTHERN PINES ROAD), 120.4
 OD1563'FEET NORTHEAST OF 40-INCH MAPLE TREE ON WEST SIDE OF COUNTY
 OD1563'HIGHWAY 34 (NORTHERN PINES ROAD) AND 17.3 FEET EAST OF THE
 OD1563'CENTERLINE OF COUNTY HIGHWAY 34 (NORTHERN PINES ROAD).
 OD1563'
 OD1563'AZIMUTH MARK, ANA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1563'COUNTY GEODETIC SURVEY STAMPED ANA-2.  IT IS SET IN THE TOP OF A
 OD1563'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1563'GROUND.  IT IS LOCATED 37.4 FEET SOUTHEAST OF A 6-INCH WHITE
 OD1563'PINE TREE ON THE WEST SIDE OF COUNTY HIGHWAY 34 (NORTHERN
 OD1563'PINES ROAD), 56.0 FEET NORTHWEST OF A RAILROAD TIE CORNER POST
 OD1563'IN THE SOUTHEAST CORNER OF COUNTY HIGHWAY 34 (NORTHERN PINES
 OD1563'ROAD) AND A DRIVEWAY, 56.9 FEET SOUTHWEST OF A RAILROAD TIE
 OD1563'CORNER POST ON THE NORTHEAST CORNER OF COUNTY HIGHWAY 34
 OD1563'(NORTHERN PINES ROAD) AND A DRIVEWAY, AND 15.1 FEET WEST OF THE
 OD1563'CENTERLINE OF COUNTY HIGHWAY 34 (NORTHERN PINES ROAD).
 OD1563'
 OD1563'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1559 ***********************************************************************
 OD1559  DESIGNATION -  ANB
 OD1559  PID         -  OD1559
 OD1559  STATE/COUNTY-  NY/SARATOGA
 OD1559  USGS QUAD   -  GANSEVOORT (1968)
 OD1559
 OD1559                         *CURRENT SURVEY CONTROL
 OD1559  ___________________________________________________________________
 OD1559* NAD 83(1996)-  43 12 14.56104(N)    073 42 07.96702(W)     ADJUSTED  
 OD1559* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 OD1559  ___________________________________________________________________
 OD1559  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OD1559  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 OD1559
 OD1559  HORZ ORDER  -  SECOND
 OD1559
 OD1559.The horizontal coordinates were established by classical geodetic methods
 OD1559.and adjusted by the National Geodetic Survey in January 1999..
 OD1559
 OD1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1559
 OD1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1559
 OD1559.The geoid height was determined by GEOID03.
 OD1559
 OD1559;                    North         East     Units Scale Factor Converg.
 OD1559;SPC NY E     -   485,646.972   214,830.298   MT  0.99995169   +0 32 46.3
 OD1559;SPC NY E     - 1,593,326.77    704,822.40   sFT  0.99995169   +0 32 46.3
 OD1559;UTM  18      - 4,784,291.528   605,430.354   MT  0.99973674   +0 53 18.8
 OD1559
 OD1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1559!SPC NY E     -   0.99999062  x   0.99995169  =   0.99994231
 OD1559!UTM  18      -   0.99999062  x   0.99973674  =   0.99972736
 OD1559
 OD1559:                Primary Azimuth Mark                     Grid Az
 OD1559:SPC NY E     -  ANB 1                                    171 59 45.4
 OD1559:UTM  18      -  ANB 1                                    171 39 12.9
 OD1559
 OD1559|---------------------------------------------------------------------|
 OD1559| PID    Reference Object                     Distance      Geod. Az  |
 OD1559|                                                           dddmmss.s |
 OD1559| DA2885 ANB 1                                              1723231.7 |
 OD1559| OD1555 ANB 2 SACGS 1973                    APPROX. 0.6 KM 3504835.8 |
 OD1559|---------------------------------------------------------------------|
 OD1559
 OD1559                          SUPERSEDED SURVEY CONTROL
 OD1559
 OD1559  NAD 83(1996)-  43 12 14.56356(N)    073 42 07.96743(W) AD(       ) 2
 OD1559  NAD 83(1992)-  43 12 14.56417(N)    073 42 07.96725(W) AD(       ) 2
 OD1559  NAD 83(1986)-  43 12 14.56510(N)    073 42 07.96699(W) AD(       ) 2
 OD1559  NAD 27      -  43 12 14.30133(N)    073 42 09.53971(W) AD(       ) 2
 OD1559  NGVD 29 (07/19/86)   90.3    (m)          296.     (f) VERT ANG       
 OD1559
 OD1559.Superseded values are not recommended for survey control.
 OD1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1559.See file dsdata.txt to determine how the superseded data were derived.
 OD1559
 OD1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0543084292(NAD 83)
 OD1559_MARKER: DD = SURVEY DISK
 OD1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1559
 OD1559  HISTORY     - Date     Condition        Report By
 OD1559  HISTORY     - 1973     MONUMENTED       NY-091
 OD1559
 OD1559                          STATION DESCRIPTION
 OD1559
 OD1559'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1559'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF GANSEVOORT, 3.0 MILES
 OD1559'NORTHEAST OF WILTON, AND 7.5 MILES SOUTHEAST OF CORINTH, IN
 OD1559'THE TOWNSHIP OF MOREAU.
 OD1559'
 OD1559'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1559'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE
 OD1559'INTERSECTION OF COUNTY HIGHWAY 32.  TURN RIGHT ON COUNTY
 OD1559'HIGHWAY 32 AND GO NORTHWEST AND WEST FOR 3.0 MILES TO T-ROAD
 OD1559'INTERSECTION OF WASHBURN ROAD ON RIGHT.  TURN RIGHT ON WASHBURN
 OD1559'ROAD AND GO NORTHEAST FOR 0.45 MILE TO AZIMUTH MARK, ANB-1
 OD1559'(SACGS), ON RIGHT.  CONTINUE NORTH ON WASHBURN ROAD FOR 0.50 MILE
 OD1559'TO STATION ON RIGHT.
 OD1559'
 OD1559'TO REACH AZIMUTH MARK, ANB-2 (SACGS), FROM THE STATION,
 OD1559'CONTINUE NORTH ON WASHBURN ROAD FOR 0.40 MILE TO MARK ON LEFT.
 OD1559'
 OD1559'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1559'SURVEY STAMPED ANB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1559'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1559'GROUND.  IT IS LOCATED 31.2 FEET SOUTH OF THE RANGE LINE OFF THE
 OD1559'SOUTH SIDE OF THE HOUSE ON THE EAST SIDE OF WASHBURN ROAD,
 OD1559'51.5 FEET SOUTHWEST OF A 43-INCH MAPLE TREE ON THE EAST SIDE OF
 OD1559'WASHBURN ROAD, 78.0 FEET SOUTHWEST OF A 39-INCH ASH TREE ON THE
 OD1559'EAST SIDE OF WASHBURN ROAD AND 16.6 FEET EAST OF THE
 OD1559'CENTERLINE OF WASHBURN ROAD.  THE UNDERGROUND MARK IS SET IN
 OD1559'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OD1559'GROUND.
 OD1559'
 OD1559'AZIMUTH MARK, ANB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1559'COUNTY GEODETIC SURVEY STAMPED ANB-1.  IT IS SET IN THE TOP OF
 OD1559'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1559'ABOVE THE GROUND.  IT IS LOCATED 90.5 FEET SOUTHEAST OF A
 OD1559'14-INCH ASH TREE ON THE WEST SIDE OF WASHBURN ROAD, 19.0 FEET
 OD1559'EAST OF THE CENTERLINE OF WASHBURN ROAD, 26.0 FEET NORTH OF
 OD1559'POLE 32 ON THE EAST SIDE OF WASHBURN ROAD AND 58.5 FEET
 OD1559'NORTHWEST OF A 16-INCH WHITE PINE TREE ON THE EAST SIDE OF
 OD1559'WASHBURN ROAD.
 OD1559'
 OD1559'AZIMUTH MARK, ANB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1559'COUNTY GEODETIC SURVEY STAMPED ANB-2.  IT IS SET IN THE TOP OF
 OD1559'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1559'GROUND.  IT IS LOCATED 45.6 FEET SOUTH OF AN APPLE TREE ON THE
 OD1559'WEST SIDE OF WASHBURN ROAD, 73.2 FEET NORTHEAST OF A POLE
 OD1559'(UNMARKED) ON THE WEST SIDE OF WASHBURN ROAD, 128.5 FEET
 OD1559'NORTHWEST OF POWER POLE NM 45-1, NYT 11, ON THE EAST SIDE OF
 OD1559'WASHBURN ROAD AND 17.9 FEET WEST OF THE CENTERLINE OF WASHBURN
 OD1559'ROAD.
 OD1559'
 OD1559'HEIGHT OF LIGHT ABOVE STATION MARK 0.91 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1555 ***********************************************************************
 OD1555  DESIGNATION -  ANB 2 SACGS 1973
 OD1555  PID         -  OD1555
 OD1555  STATE/COUNTY-  NY/SARATOGA
 OD1555  USGS QUAD   -  GANSEVOORT (1968)
 OD1555
 OD1555                         *CURRENT SURVEY CONTROL
 OD1555  ___________________________________________________________________
 OD1555* NAD 83(1996)-  43 12 34.18143(N)    073 42 12.30669(W)     ADJUSTED  
 OD1555* NAVD 88     -        92.7    (meters)     304.     (feet)  VERTCON   
 OD1555  ___________________________________________________________________
 OD1555  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 OD1555  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 OD1555
 OD1555  HORZ ORDER  -  SECOND
 OD1555
 OD1555.The horizontal coordinates were established by classical geodetic methods
 OD1555.and adjusted by the National Geodetic Survey in January 1999..
 OD1555
 OD1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1555
 OD1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1555
 OD1555.The geoid height was determined by GEOID03.
 OD1555
 OD1555;                    North         East     Units Scale Factor Converg.
 OD1555;SPC NY E     -   486,251.472   214,726.576   MT  0.99995152   +0 32 43.5
 OD1555;SPC NY E     - 1,595,310.04    704,482.11   sFT  0.99995152   +0 32 43.5
 OD1555;UTM  18      - 4,784,895.267   605,323.044   MT  0.99973646   +0 53 16.1
 OD1555
 OD1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1555!SPC NY E     -   0.99999021  x   0.99995152  =   0.99994173
 OD1555!UTM  18      -   0.99999021  x   0.99973646  =   0.99972667
 OD1555
 OD1555:                Primary Azimuth Mark                     Grid Az
 OD1555:SPC NY E     -  ANB                                      170 15 49.3
 OD1555:UTM  18      -  ANB                                      169 55 16.7
 OD1555
 OD1555|---------------------------------------------------------------------|
 OD1555| PID    Reference Object                     Distance      Geod. Az  |
 OD1555|                                                           dddmmss.s |
 OD1555| OD1559 ANB                                 APPROX. 0.6 KM 1704832.8 |
 OD1555|---------------------------------------------------------------------|
 OD1555
 OD1555                          SUPERSEDED SURVEY CONTROL
 OD1555
 OD1555  NAD 83(1996)-  43 12 34.18396(N)    073 42 12.30704(W) AD(       ) 2
 OD1555  NAD 83(1992)-  43 12 34.18457(N)    073 42 12.30685(W) AD(       ) 2
 OD1555  NAD 83(1986)-  43 12 34.18550(N)    073 42 12.30664(W) AD(       ) 2
 OD1555  NAD 27      -  43 12 33.92188(N)    073 42 13.87905(W) AD(       ) 2
 OD1555  NGVD 29 (07/19/86)   92.9    (m)          305.     (f) VERT ANG       
 OD1555
 OD1555.Superseded values are not recommended for survey control.
 OD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1555.See file dsdata.txt to determine how the superseded data were derived.
 OD1555
 OD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0532384895(NAD 83)
 OD1555_MARKER: DD = SURVEY DISK
 OD1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1555+STABILITY: SURFACE MOTION
 OD1555
 OD1555  HISTORY     - Date     Condition        Report By
 OD1555  HISTORY     - 1973     MONUMENTED       NY-091
 OD1555
 OD1555                          STATION DESCRIPTION
 OD1555
 OD1555'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1555'STATION ANB SACGS IS ABOUT 2.5 MILES NORTHWEST OF GANSEVOORT, 3.0
 OD1555'MILES NORTHEAST OF WILTON, AND 7.5 MILES SOUTHEAST OF CORINTH, IN
 OD1555'THE TOWNSHIP OF MOREAU.
 OD1555'
 OD1555'TO REACH STATION ANB SACGS FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1555'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE
 OD1555'INTERSECTION OF COUNTY HIGHWAY 32.  TURN RIGHT ON COUNTY
 OD1555'HIGHWAY 32 AND GO NORTHWEST AND WEST FOR 3.0 MILES TO T-ROAD
 OD1555'INTERSECTION OF WASHBURN ROAD ON RIGHT.  TURN RIGHT ON WASHBURN
 OD1555'(SACGS), ON RIGHT.  CONTINUE NORTH ON WASHBURN ROAD FOR 0.50 MILE
 OD1555'TO STATION ON RIGHT.
 OD1555'
 OD1555'TO REACH AZIMUTH MARK, ANB-2 (SACGS), FROM THE STATION,
 OD1555'CONTINUE NORTH ON WASHBURN ROAD FOR 0.40 MILE TO MARK ON LEFT.
 OD1555'
 OD1555'AZIMUTH MARK, ANB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1555'COUNTY GEODETIC SURVEY STAMPED ANB-2.  IT IS SET IN THE TOP OF
 OD1555'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1555'GROUND.  IT IS LOCATED 45.6 FEET SOUTH OF AN APPLE TREE ON THE
 OD1555'WEST SIDE OF WASHBURN ROAD, 73.2 FEET NORTHEAST OF A POLE
 OD1555'(UNMARKED) ON THE WEST SIDE OF WASHBURN ROAD, 128.5 FEET
 OD1555'NORTHWEST OF POWER POLE NM 45-1, NYT 11, ON THE EAST SIDE OF
 OD1555'WASHBURN ROAD AND 17.9 FEET WEST OF THE CENTERLINE OF WASHBURN
 OD1555'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1560 ***********************************************************************
 OD1560  DESIGNATION -  ANC 1 SACGS 1973
 OD1560  PID         -  OD1560
 OD1560  STATE/COUNTY-  NY/SARATOGA
 OD1560  USGS QUAD   -  GANSEVOORT (1968)
 OD1560
 OD1560                         *CURRENT SURVEY CONTROL
 OD1560  ___________________________________________________________________
 OD1560* NAD 83(1996)-  43 13 00.66227(N)    073 41 58.76869(W)     ADJUSTED  
 OD1560* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 OD1560  ___________________________________________________________________
 OD1560  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 OD1560  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OD1560
 OD1560  HORZ ORDER  -  SECOND
 OD1560
 OD1560.The horizontal coordinates were established by classical geodetic methods
 OD1560.and adjusted by the National Geodetic Survey in January 1999..
 OD1560
 OD1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1560
 OD1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1560
 OD1560.The geoid height was determined by GEOID03.
 OD1560
 OD1560;                    North         East     Units Scale Factor Converg.
 OD1560;SPC NY E     -   487,071.516   215,024.327   MT  0.99995200   +0 32 53.0
 OD1560;SPC NY E     - 1,598,000.47    705,458.98   sFT  0.99995200   +0 32 53.0
 OD1560;UTM  18      - 4,785,716.900   605,615.826   MT  0.99973722   +0 53 25.8
 OD1560
 OD1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1560!SPC NY E     -   0.99998770  x   0.99995200  =   0.99993970
 OD1560!UTM  18      -   0.99998770  x   0.99973722  =   0.99972492
 OD1560
 OD1560:                Primary Azimuth Mark                     Grid Az
 OD1560:SPC NY E     -  AQC SACGS 1973                           080 14 08.3
 OD1560:UTM  18      -  AQC SACGS 1973                           079 53 35.5
 OD1560
 OD1560|---------------------------------------------------------------------|
 OD1560| PID    Reference Object                     Distance      Geod. Az  |
 OD1560|                                                           dddmmss.s |
 OD1560| OD1565 AQC SACGS 1973                      APPROX. 0.7 KM 0804701.3 |
 OD1560| OD1554 ANC SACGS 1973                      412.998 METERS 2535844.6 |
 OD1560|---------------------------------------------------------------------|
 OD1560
 OD1560                          SUPERSEDED SURVEY CONTROL
 OD1560
 OD1560  NAD 83(1996)-  43 13 00.66476(N)    073 41 58.76898(W) AD(       ) 2
 OD1560  NAD 83(1992)-  43 13 00.66536(N)    073 41 58.76878(W) AD(       ) 2
 OD1560  NAD 83(1986)-  43 13 00.66631(N)    073 41 58.76866(W) AD(       ) 2
 OD1560  NAD 27      -  43 13 00.40285(N)    073 42 00.34120(W) AD(       ) 2
 OD1560  NGVD 29 (07/19/86)  108.9    (m)          357.     (f) VERT ANG       
 OD1560
 OD1560.Superseded values are not recommended for survey control.
 OD1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1560.See file dsdata.txt to determine how the superseded data were derived.
 OD1560
 OD1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0561685717(NAD 83)
 OD1560_MARKER: DD = SURVEY DISK
 OD1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1560+STABILITY: SURFACE MOTION
 OD1560
 OD1560  HISTORY     - Date     Condition        Report By
 OD1560  HISTORY     - 1973     MONUMENTED       NY-091
 OD1560
 OD1560                          STATION DESCRIPTION
 OD1560
 OD1560'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1560'STATION ANC SACGS IS ABOUT 3.0 MILES NORTHWEST OF GANSEVOORT, 3.5
 OD1560'MILES NORTHEAST OF WILTON, AND 7.0 MILES SOUTHEAST OF CORINTH, IN
 OD1560'TOWNSHIP OF MOREAU.
 OD1560'
 OD1560'TO REACH STATION ANC SACGS FROM THE POST OFFICE IN GANSEVOORT GO
 OD1560'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE
 OD1560'INTERSECTION OF COUNTY HIGHWAY 32.  TURN RIGHT ON COUNTY
 OD1560'HIGHWAY 32 AND GO NORTHWEST AND WEST FOR 3.0 MILES TO THE
 OD1560'T-ROAD INTERSECTION OF WASHBURN ROAD ON RIGHT.  TURN RIGHT ON
 OD1560'WASHBURN ROAD AND GO NORTHEAST AND NORTH FOR 1.85 MILES TO THE
 OD1560'STATION ON SOUTHEAST CORNER OF WASHBURN ROAD AND OLD WEST ROAD.
 OD1560'
 OD1560'TO REACH AZIMUTH MARK, ANC-1 (SACGS), FROM THE STATION, GO EAST
 OD1560'ON OLD WEST ROAD FOR 0.25 MILE TO MARK ON RIGHT.
 OD1560'
 OD1560'AZIMUTH MARK, ANC-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 OD1560'GEODETIC SURVEY STAMPED ANC-1.  IT IS SET IN THE TOP OF A
 OD1560'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1560'GROUND.  IT IS LOCATED 81.0 FEET SOUTHEAST OF A 26-INCH MAPLE
 OD1560'TREE ON THE NORTH SIDE OF OLD WEST ROAD, 89.3 FEET SOUTHWEST
 OD1560'OF A 45-INCH ELM TREE ON THE NORTH SIDE OF OLD WEST ROAD,
 OD1560'66.5 FEET NORTHEAST OF POWER POLE NYP 13, ON THE SOUTH SIDE
 OD1560'OF OLD WEST ROAD, 21.2 FEET SOUTH OF THE CENTERLINE OF OLD
 OD1560'WEST ROAD AND 33.4 FEET WEST OF THE RANGE LINE OFF THE EAST
 OD1560'SIDE OF HOUSE 7115 ON THE NORTH SIDE OF OLD WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1554 ***********************************************************************
 OD1554  DESIGNATION -  ANC SACGS 1973
 OD1554  PID         -  OD1554
 OD1554  STATE/COUNTY-  NY/SARATOGA
 OD1554  USGS QUAD   -  GANSEVOORT (1968)
 OD1554
 OD1554                         *CURRENT SURVEY CONTROL
 OD1554  ___________________________________________________________________
 OD1554* NAD 83(1996)-  43 12 56.96838(N)    073 42 16.35588(W)     ADJUSTED  
 OD1554* NAVD 88     -        98.9    (meters)     324.     (feet)  VERTCON   
 OD1554  ___________________________________________________________________
 OD1554  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OD1554  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OD1554
 OD1554  HORZ ORDER  -  SECOND
 OD1554
 OD1554.The horizontal coordinates were established by classical geodetic methods
 OD1554.and adjusted by the National Geodetic Survey in January 1999..
 OD1554
 OD1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1554
 OD1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1554
 OD1554.The geoid height was determined by GEOID03.
 OD1554
 OD1554;                    North         East     Units Scale Factor Converg.
 OD1554;SPC NY E     -   486,953.747   214,628.497   MT  0.99995136   +0 32 40.9
 OD1554;SPC NY E     - 1,597,614.08    704,160.33   sFT  0.99995136   +0 32 40.9
 OD1554;UTM  18      - 4,785,596.793   605,220.792   MT  0.99973619   +0 53 13.7
 OD1554
 OD1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1554!SPC NY E     -   0.99998923  x   0.99995136  =   0.99994059
 OD1554!UTM  18      -   0.99998923  x   0.99973619  =   0.99972543
 OD1554
 OD1554:                Primary Azimuth Mark                     Grid Az
 OD1554:SPC NY E     -  ANC 1 SACGS 1973                         073 25 51.6
 OD1554:UTM  18      -  ANC 1 SACGS 1973                         073 05 18.8
 OD1554
 OD1554|---------------------------------------------------------------------|
 OD1554| PID    Reference Object                     Distance      Geod. Az  |
 OD1554|                                                           dddmmss.s |
 OD1554| OD1560 ANC 1 SACGS 1973                    412.998 METERS 0735832.5 |
 OD1554|---------------------------------------------------------------------|
 OD1554
 OD1554                          SUPERSEDED SURVEY CONTROL
 OD1554
 OD1554  NAD 83(1996)-  43 12 56.97091(N)    073 42 16.35616(W) AD(       ) 2
 OD1554  NAD 83(1992)-  43 12 56.97152(N)    073 42 16.35595(W) AD(       ) 2
 OD1554  NAD 83(1986)-  43 12 56.97246(N)    073 42 16.35578(W) AD(       ) 2
 OD1554  NAD 27      -  43 12 56.70901(N)    073 42 17.92788(W) AD(       ) 2
 OD1554  NGVD 29 (07/19/86)   99.1    (m)          325.     (f) VERT ANG       
 OD1554
 OD1554.Superseded values are not recommended for survey control.
 OD1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1554.See file dsdata.txt to determine how the superseded data were derived.
 OD1554
 OD1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0522185597(NAD 83)
 OD1554_MARKER: DD = SURVEY DISK
 OD1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1554+STABILITY: SURFACE MOTION
 OD1554
 OD1554  HISTORY     - Date     Condition        Report By
 OD1554  HISTORY     - 1973     MONUMENTED       NY-091
 OD1554
 OD1554                          STATION DESCRIPTION
 OD1554
 OD1554'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1554'THE STATION IS ABOUT 3.0 MILES NORTHWEST OF GANSEVOORT, 3.5 MILES
 OD1554'NORTHEAST OF WILTON, AND 7.0 MILES SOUTHEAST OF CORINTH, IN
 OD1554'TOWNSHIP OF MOREAU.
 OD1554'
 OD1554'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT GO
 OD1554'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE
 OD1554'INTERSECTION OF COUNTY HIGHWAY 32.  TURN RIGHT ON COUNTY
 OD1554'HIGHWAY 32 AND GO NORTHWEST AND WEST FOR 3.0 MILES TO THE
 OD1554'T-ROAD INTERSECTION OF WASHBURN ROAD ON RIGHT.  TURN RIGHT ON
 OD1554'WASHBURN ROAD AND GO NORTHEAST AND NORTH FOR 1.85 MILES TO THE
 OD1554'STATION ON SOUTHEAST CORNER OF WASHBURN ROAD AND OLD WEST ROAD.
 OD1554'
 OD1554'TO REACH AZIMUTH MARK, ANC-1 (SACGS), FROM THE STATION, GO EAST
 OD1554'ON OLD WEST ROAD FOR 0.25 MILE TO MARK ON RIGHT.
 OD1554'
 OD1554'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1554'SURVEY STAMPED ANC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1554'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1554'ABOVE GROUND LEVEL.  IT IS LOCATED 94.4 FEET EAST OF A 32-INCH
 OD1554'MAPLE TREE ON THE SOUTHWEST CORNER OF WASHBURN ROAD AND OLD WEST
 OD1554'ROAD, 101.3 FEET SOUTHEAST OF A 22-INCH MAPLE TREE ON THE NORTH
 OD1554'SIDE OF OLD WEST ROAD, 68.8 FEET SOUTH OF THE CORNER POST OF A
 OD1554'3-FOOT HIGH WOOD FENCE ON THE NORTH SIDE OF OLD WEST ROAD,
 OD1554'13.8 FEET NORTHWEST OF POWER POLE NM 16, 24.8 FEET EAST OF THE
 OD1554'CENTERLINE OF WASHBURN ROAD AND 44.5 FEET SOUTH OF THE
 OD1554'CENTERLINE OF OLD WEST ROAD.  THE UNDERGROUND MARK IS SET IN THE
 OD1554'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1554'GROUND.
 OD1554'
 OD1554'AZIMUTH MARK, ANC-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 OD1554'GEODETIC SURVEY STAMPED ANC-1.  IT IS SET IN THE TOP OF A
 OD1554'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1554'GROUND.  IT IS LOCATED 81.0 FEET SOUTHEAST OF A 26-INCH MAPLE
 OD1554'TREE ON THE NORTH SIDE OF OLD WEST ROAD, 89.3 FEET SOUTHWEST
 OD1554'OF A 45-INCH ELM TREE ON THE NORTH SIDE OF OLD WEST ROAD,
 OD1554'66.5 FEET NORTHEAST OF POWER POLE NYP 13, ON THE SOUTH SIDE
 OD1554'OF OLD WEST ROAD, 21.2 FEET SOUTH OF THE CENTERLINE OF OLD
 OD1554'WEST ROAD AND 33.4 FEET WEST OF THE RANGE LINE OFF THE EAST
 OD1554'SIDE OF HOUSE 7115 ON THE NORTH SIDE OF OLD WEST ROAD.
 OD1554'
 OD1554'HEIGHT OF LIGHT ABOVE STATION MARK 0.97 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0029 ***********************************************************************
 NA0029  DESIGNATION -  AND
 NA0029  PID         -  NA0029
 NA0029  STATE/COUNTY-  NY/SCHENECTADY
 NA0029  USGS QUAD   -  ROTTERDAM JUNCTION (1980)
 NA0029
 NA0029                         *CURRENT SURVEY CONTROL
 NA0029  ___________________________________________________________________
 NA0029* NAD 83(1986)-  42 46 50.     (N)    074 02 23.     (W)     SCALED    
 NA0029* NAVD 88     -       132.275  (meters)     433.97   (feet)  ADJUSTED  
 NA0029  ___________________________________________________________________
 NA0029  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 NA0029  DYNAMIC HT  -         132.237 (meters)     433.85  (feet)  COMP
 NA0029  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 NA0029
 NA0029  VERT ORDER  -  FIRST     CLASS II
 NA0029
 NA0029.The horizontal coordinates were scaled from a topographic map and have
 NA0029.an estimated accuracy of +/- 6 seconds.
 NA0029
 NA0029.The orthometric height was determined by differential leveling
 NA0029.and adjusted by the National Geodetic Survey in June 1991..
 NA0029
 NA0029.The geoid height was determined by GEOID03.
 NA0029
 NA0029.The dynamic height is computed by dividing the NAVD 88
 NA0029.geopotential number by the normal gravity value computed on the
 NA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0029.degrees latitude (g = 980.6199 gals.).
 NA0029
 NA0029.The modeled gravity was interpolated from observed gravity values.
 NA0029
 NA0029;                    North         East    Units  Estimated Accuracy
 NA0029;SPC NY E     -   438,400.      187,660.      MT  (+/- 180 meters Scaled)
 NA0029
 NA0029                          SUPERSEDED SURVEY CONTROL
 NA0029
 NA0029  NGVD 29 (??/??/92)  132.429  (m)          434.48   (f) ADJ UNCH    1 2
 NA0029
 NA0029.Superseded values are not recommended for survey control.
 NA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0029.See file dsdata.txt to determine how the superseded data were derived.
 NA0029
 NA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN785368(NAD 83)
 NA0029_MARKER: DB = BENCH MARK DISK
 NA0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0029_SP_SET: BRIDGE
 NA0029_STAMPING: AND 1934
 NA0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0029
 NA0029  HISTORY     - Date     Condition        Report By
 NA0029  HISTORY     - 1934     MONUMENTED       CGS
 NA0029  HISTORY     - 1942     GOOD             NGS
 NA0029  HISTORY     - 1989     GOOD             USPSQD
 NA0029
 NA0029                          STATION DESCRIPTION
 NA0029
 NA0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0029'5.8 MI W FROM SCHENECTADY.
 NA0029'5.8 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE UNION
 NA0029'STATION AT SCHENECTADY, SCHENECTADY COUNTY, 306 YARDS EAST OF
 NA0029'MILEPOST B 125-S 6, AT STEEL BRIDGE A 35.79 OVER A DIRT ROAD, IN THE
 NA0029'TOP OF THE NORTH CORNER OF THE EAST CONCRETE ABUTMENT, 6 FEET NORTH
 NA0029'OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 NA0029'A STANDARD DISK, STAMPED AND 1934.
 NA0029
 NA0029                          STATION RECOVERY (1989)
 NA0029
 NA0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJJ)
 NA0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2463 ***********************************************************************
 LY2463  DESIGNATION -  ANDERSON
 LY2463  PID         -  LY2463
 LY2463  STATE/COUNTY-  NY/ULSTER
 LY2463  USGS QUAD   -  GARDINER (1957)
 LY2463
 LY2463                         *CURRENT SURVEY CONTROL
 LY2463  ___________________________________________________________________
 LY2463* NAD 83(1996)-  41 38 47.25267(N)    074 08 21.06395(W)     ADJUSTED  
 LY2463* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 LY2463  ___________________________________________________________________
 LY2463  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 LY2463  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LY2463
 LY2463  HORZ ORDER  -  SECOND
 LY2463
 LY2463.The horizontal coordinates were established by classical geodetic methods
 LY2463.and adjusted by the National Geodetic Survey in January 1999..
 LY2463
 LY2463.The orthometric height was scaled from a topographic map.
 LY2463
 LY2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2463
 LY2463.The geoid height was determined by GEOID03.
 LY2463
 LY2463;                    North         East     Units Scale Factor Converg.
 LY2463;SPC NY E     -   312,399.125   180,055.761   MT  0.99991111   +0 14 23.2
 LY2463;SPC NY E     - 1,024,929.46    590,732.94   sFT  0.99991111   +0 14 23.2
 LY2463;UTM  18      - 4,610,882.055   571,684.267   MT  0.99966323   +0 34 19.4
 LY2463
 LY2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2463!SPC NY E     -   0.99997994  x   0.99991111  =   0.99989105
 LY2463!UTM  18      -   0.99997994  x   0.99966323  =   0.99964317
 LY2463
 LY2463|---------------------------------------------------------------------|
 LY2463| PID    Reference Object                     Distance      Geod. Az  |
 LY2463|                                                           dddmmss.s |
 LY2463| CB2632 ANDERSON RM 1                        37.609 METERS 14207     |
 LY2463| LY2455 WALLKILL ROUGH FELT CO TANK         APPROX. 5.8 KM 2210716.6 |
 LY2463| CB2633 ANDERSON RM 2                        18.403 METERS 22250     |
 LY2463| CB2631 ANDERSON AZ MK                                     2482617.7 |
 LY2463|---------------------------------------------------------------------|
 LY2463
 LY2463                          SUPERSEDED SURVEY CONTROL
 LY2463
 LY2463  NAD 83(1986)-  41 38 47.25572(N)    074 08 21.06532(W) AD(       ) 2
 LY2463  NAD 27      -  41 38 46.91900(N)    074 08 22.54000(W) AD(       ) 2
 LY2463
 LY2463.Superseded values are not recommended for survey control.
 LY2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2463.See file dsdata.txt to determine how the superseded data were derived.
 LY2463
 LY2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM7168410882(NAD 83)
 LY2463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2463
 LY2463  HISTORY     - Date     Condition        Report By
 LY2463  HISTORY     - 1942     MONUMENTED       CGS
 LY2463  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LY2463
 LY2463                          STATION DESCRIPTION
 LY2463
 LY2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2463'STATION IS ABOUT 3.6 MILES, AIR LINE, NE OF WALLKILL, NEW YORK
 LY2463'ON PROPERTY OWNED AND OCCUPIED BY MYRON ANDERSON.  IT IS ABOUT
 LY2463'100 YARDS N OF THE ANDERSON RESIDENCE, 2 FEET N OF AN E-W STONE
 LY2463'FENCE LINE AND IS STAMPED ANDERSON 1942 AND PROJECTS 4 INCHES.
 LY2463'THE STATION IS NOT ON THE HIGHEST PART OF THE HILL.
 LY2463'
 LY2463'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE,
 LY2463'AS DESCRIBED IN NOTES 1A AND 7A.
 LY2463'
 LY2463'REFERENCE MARK NO.1 IS SE OF THE STATION AND ABOUT 5 FEET LOWER
 LY2463'IN ELEVATION.  IT IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 LY2463'PROJECTING 4 INCHES AND IS STAMPED ANDERSON NO.1 1942.
 LY2463'
 LY2463'REFERENCE MARK NO.2 IS SSW OF THE STATION AND ABOUT 5 FEET
 LY2463'LOWER IN ELEVATION.  IT IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 LY2463'PROJECTING 6 INCHES AND IS STAMPED ANDERSON NO.2 1942.
 LY2463'
 LY2463'THE AZIMUTH MARK IS APPROXIMATELY 1/2 MILE SW OF THE STATION.  IT
 LY2463'IS SET FLUSH IN THE CONCRETE WALK AT THE CATTLE ENTRANCE ON THE
 LY2463'E SIDE OF THE CATTLE BARN ON THE ROYANNA STOCK FARM.  IT IS
 LY2463'STAMPED ANDERSON 1942.  TO REACH FROM THE STATION GO BACK TO
 LY2463'STATE ROUTE 208 (ABOUT 0.15 MILE) TURN LEFT (S) AND GO 0.15 MILE
 LY2463'TO DIRT ROAD RIGHT.  TURN RIGHT AND GO 0.45 MILE TO THE ROYANNA
 LY2463'STOCK FARM ON THE RIGHT AND AZIMUTH MARK.
 LY2463'
 LY2463'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 208 AND
 LY2463'300 IN WALLKILL, GO NORTHERLY ON STATE ROUTE 208 FOR 3.5 MILES TO
 LY2463'THE NEW HURLEY REFORM CHURCH ON THE RIGHT, CONTINUE ON STATE ROUTE
 LY2463'208 FOR 0.45 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT AND TAKE LEFT
 LY2463'FORK FOR 0.15 MILE TO THE ANDERSON RESIDENCE ON THE LEFT, TURN
 LY2463'LEFT INTO DRIVEWAY KEEP TO RIGHT OF BARNS AND GO APPROXIMATELY 100
 LY2463'YARDS TO STATION.
 LY2463'
 LY2463'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION TOOHEY.
 LY2463'
 LY2463'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION IRWIN.
 LY2463'
 LY2463'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION KIMBALL.
 LY2463'
 LY2463'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LY2463
 LY2463                          STATION RECOVERY (1975)
 LY2463
 LY2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2463'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION
 LY2463'IS OPEN IN ALL DIRECTIONS EXCEPT TO NORTH AND NORTHEAST, WHERE
 LY2463'HIGHER GROUND OBSTRUCTS.  DISTANCE AND ANGLES TO REFERENCE MARKS
 LY2463'WERE NOT CHECKED.
 LY2463'
 LY2463'STATION IS ABOUT 1600 FEET SOUTH-SOUTHWEST OF HIGHEST POINT OF
 LY2463'THE HILL AND ABOUT 80 FEET LOWER.  THE PROPERTY IS STILL OWNED BY
 LY2463'ANDERSONS.
 LY2463'
 LY2463'TO REACH STATION FROM THE JUNCTION OF NY RTES 208 AND 300 IN
 LY2463'WALDEN, GO NORTHERLY ON RTE. 208 FOR 2.7 MILES TO THE NEW HURLEY
 LY2463'REFORMED CHURCH.  CONTINUE AHEAD FOR 0.45 MILE ON RTE. 208 TO A
 LY2463'T-ROAD RIGHT, AND THE ANDERSON RESIDENCE AT ANDERSON ROAD.  GO
 LY2463'NORTH ON FARM ROAD ABOUT 500 FEET TO STATION.
 LY2463'
 LY2463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2463'3 MILES NNE OF WALDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2148 ***********************************************************************
 MZ2148  DESIGNATION -  ANDERSON
 MZ2148  PID         -  MZ2148
 MZ2148  STATE/COUNTY-  NY/ULSTER
 MZ2148  USGS QUAD   -  SAUGERTIES (1978)
 MZ2148
 MZ2148                         *CURRENT SURVEY CONTROL
 MZ2148  ___________________________________________________________________
 MZ2148* NAD 83(1996)-  42 01 48.59657(N)    073 56 32.65181(W)     ADJUSTED  
 MZ2148* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2148  ___________________________________________________________________
 MZ2148  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MZ2148  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MZ2148
 MZ2148  HORZ ORDER  -  THIRD
 MZ2148
 MZ2148.The horizontal coordinates were established by classical geodetic methods
 MZ2148.and adjusted by the National Geodetic Survey in January 1999..
 MZ2148
 MZ2148.The orthometric height was scaled from a topographic map.
 MZ2148
 MZ2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2148
 MZ2148.The geoid height was determined by GEOID03.
 MZ2148
 MZ2148;                    North         East     Units Scale Factor Converg.
 MZ2148;SPC NY E     -   355,100.746   196,170.947   MT  0.99992622   +0 22 24.0
 MZ2148;SPC NY E     - 1,165,026.36    643,604.18   sFT  0.99992622   +0 22 24.0
 MZ2148;UTM  18      - 4,653,666.500   587,546.789   MT  0.99969431   +0 42 29.3
 MZ2148
 MZ2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2148!SPC NY E     -   1.00000500  x   0.99992622  =   0.99993122
 MZ2148!UTM  18      -   1.00000500  x   0.99969431  =   0.99969931
 MZ2148
 MZ2148:                Primary Azimuth Mark                     Grid Az
 MZ2148:SPC NY E     -  GLASCO                                   007 53 32.5
 MZ2148:UTM  18      -  GLASCO                                   007 33 27.2
 MZ2148
 MZ2148|---------------------------------------------------------------------|
 MZ2148| PID    Reference Object                     Distance      Geod. Az  |
 MZ2148|                                                           dddmmss.s |
 MZ2148| MZ2156 GLASCO                              APPROX. 2.1 KM 0081556.5 |
 MZ2148| DA2887 ANDERSON RM 2                         7.696 METERS 17109     |
 MZ2148| DA2886 ANDERSON RM 1                        15.685 METERS 34451     |
 MZ2148| MZ2165 GLASCO WASHBURN BRICK CO N STK      APPROX. 1.1 KM 3570942.6 |
 MZ2148|---------------------------------------------------------------------|
 MZ2148
 MZ2148                          SUPERSEDED SURVEY CONTROL
 MZ2148
 MZ2148  NAD 83(1986)-  42 01 48.59450(N)    073 56 32.65326(W) AD(       ) 3
 MZ2148  NAD 27      -  42 01 48.26700(N)    073 56 34.16300(W) AD(       ) 3
 MZ2148
 MZ2148.Superseded values are not recommended for survey control.
 MZ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2148.See file dsdata.txt to determine how the superseded data were derived.
 MZ2148
 MZ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8754753666(NAD 83)
 MZ2148_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2148
 MZ2148  HISTORY     - Date     Condition        Report By
 MZ2148  HISTORY     - 1934     MONUMENTED       CGS
 MZ2148  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2148  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 MZ2148
 MZ2148                          STATION DESCRIPTION
 MZ2148
 MZ2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2148'ON THE WESTERN SHORE OF THE HUDSON RIVER 2 MILES S OF SAUGERTIES,
 MZ2148'1/2 MILE S OF GLASCO, 1/4 MILE S OF WASHBURN BRICKYARD, ON THE
 MZ2148'SOUTHERN EDGE OF AN OLD ABANDONED BRICKYARD, 35 YARDS S OF A
 MZ2148'WOODEN BRICK SHED.  STATION IS A STANDARD DISK SET IN A 2-FOOT
 MZ2148'BY 7-FOOT CONCRETE BLOCK PROJECTING 1 FOOT ABOVE THE GROUND,
 MZ2148'AND IS 12 FEET E OF 2-FOOT BRICK RETAINING WALL AND 5 FEET FROM
 MZ2148'EDGE OF SEA WALL.
 MZ2148'
 MZ2148'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2148'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2148
 MZ2148                          STATION RECOVERY (1935)
 MZ2148
 MZ2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2148'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT MEASUREMENTS
 MZ2148'WERE CORRECTED AND SUPPLEMENTED, AS PER SKETCH.
 MZ2148
 MZ2148                          STATION RECOVERY (1972)
 MZ2148
 MZ2148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (BL)
 MZ2148'ANDERSON STA. AND R.M.S RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2075 ***********************************************************************
 NA2075  DESIGNATION -  ANDES
 NA2075  PID         -  NA2075
 NA2075  STATE/COUNTY-  NY/DELAWARE
 NA2075  USGS QUAD   -  MARGARETVILLE (1982)
 NA2075
 NA2075                         *CURRENT SURVEY CONTROL
 NA2075  ___________________________________________________________________
 NA2075* NAD 83(1996)-  42 13 16.68422(N)    074 44 10.12223(W)     ADJUSTED  
 NA2075* NAVD 88     -      1019.8    (meters)    3346.     (feet)  VERTCON   
 NA2075  ___________________________________________________________________
 NA2075  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NA2075  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 NA2075
 NA2075  HORZ ORDER  -  FIRST
 NA2075
 NA2075.The horizontal coordinates were established by classical geodetic methods
 NA2075.and adjusted by the National Geodetic Survey in January 1999..
 NA2075
 NA2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2075
 NA2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2075
 NA2075.The geoid height was determined by GEOID03.
 NA2075
 NA2075;                    North         East     Units Scale Factor Converg.
 NA2075;SPC NY E     -   376,205.709   130,505.082   MT  0.99990467   -0 09 31.3
 NA2075;SPC NY E     - 1,234,268.23    428,165.42   sFT  0.99990467   -0 09 31.3
 NA2075;UTM  18      - 4,674,381.210   521,775.969   MT  0.99960583   +0 10 38.3
 NA2075
 NA2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2075!SPC NY E     -   0.99984473  x   0.99990467  =   0.99974942
 NA2075!UTM  18      -   0.99984473  x   0.99960583  =   0.99945063
 NA2075
 NA2075|---------------------------------------------------------------------|
 NA2075| PID    Reference Object                     Distance      Geod. Az  |
 NA2075|                                                           dddmmss.s |
 NA2075| CZ7410 ANDES RM 1                           13.495 METERS 05641     |
 NA2075| CZ7411 ANDES RM 2                           15.440 METERS 29334     |
 NA2075| NA2082 BRAMLEY                             APPROX.10.8 KM 3212436.8 |
 NA2075|---------------------------------------------------------------------|
 NA2075
 NA2075                          SUPERSEDED SURVEY CONTROL
 NA2075
 NA2075  NAD 83(1986)-  42 13 16.68802(N)    074 44 10.12374(W) AD(       ) 1
 NA2075  NAD 27      -  42 13 16.37600(N)    074 44 11.55800(W) AD(       ) 1
 NA2075  NGVD 29 (07/19/86) 1020.0    (m)         3346.     (f) VERT ANG       
 NA2075
 NA2075.Superseded values are not recommended for survey control.
 NA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2075.See file dsdata.txt to determine how the superseded data were derived.
 NA2075
 NA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM2177674381(NAD 83)
 NA2075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2075_SETTING: 80 = SET IN A BOULDER
 NA2075_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NA2075
 NA2075  HISTORY     - Date     Condition        Report By
 NA2075  HISTORY     - 1940     MONUMENTED       CGS
 NA2075  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2075  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 NA2075
 NA2075                          STATION DESCRIPTION
 NA2075
 NA2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2075'THE STATION IS LISTED AND DESCRIBED IN THE U.S. GEOLOGICAL
 NA2075'SURVEY BULLETIN NO. 122, PAGE 40.  STATION IS LOCATED ON THE
 NA2075'HIGHEST POINT OF MT. PISGAH AND IS ABOUT 10 MILES EAST-SOUTHEAST
 NA2075'OF DELHI AND 6-1/2 MILES NORTHWEST OF MARGARETVILLE.
 NA2075'
 NA2075'TO REACH FROM THE MARGARETVILLE POST OFFICE GO WEST ON STATE
 NA2075'HIGHWAYS 30 AND 28 FOR 3.1 MILES TO JUNCTION OF ROUTES, THENCE
 NA2075'TURN RIGHT ON STATE HIGHWAY 28 AND GO 7.5 MILES TO A DIRT T-ROAD
 NA2075'TO THE RIGHT THAT PASSES ON THE EAST SIDE OF A LARGE BARN.  TURN
 NA2075'RIGHT AND GO 1.5 MILES TO FORKS, THENCE RIGHT FORK 1.1 MILES TO
 NA2075'CROSS ROAD AND SPRINGHOUSE ON LEFT, TURN RIGHT AND GO 0.5 MILE
 NA2075'TO HOUSE AND BARN.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE
 NA2075'PACK SOUTH ACROSS ROCKY FIELD TOWARD SADDLE, THENCE BEAR TO
 NA2075'THE RIGHT THROUGH TIMBER TO HIGHEST POINT AND STATION.  THIS
 NA2075'IS ABOUT 3/4 MILE AND REQUIRES ABOUT 45 MINUTES TO PACK.
 NA2075'
 NA2075'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED
 NA2075'IN THE TOP OF A 6- BY 6-FOOT BOULDER, WHICH IS ABOUT 18 INCHES
 NA2075'HIGH, SET ACCORDING TO NOTE 4.
 NA2075'
 NA2075'THE REFERENCE MARKS ARE STANDARD BRONZE DISK REFERENCE MARKS
 NA2075'CEMENTED IN BOULDERS (NOTE 12C) AND ARE STAMPED ANDES U.S.G.S.
 NA2075'1940, NO. 1 AND NO. 2, RESPECTIVELY.  NO. 1 IS NORTHEAST OF THE
 NA2075'STATION AND NO. 2 IS WEST OF THE STATION.  BOTH ARE ABOUT THE
 NA2075'SAME ELEVATION AS THE STATION MARK.
 NA2075'
 NA2075'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF THE DENSE
 NA2075'WOODS.  STATION BRAMLEY (U.S.G.S) COULD BE USED FOR AN AZIMUTH
 NA2075'BUT A STAND OR CONSIDERABLE CLEARING AR ANDES WOULD BE NECESSARY.
 NA2075'
 NA2075'THE PROPERTY ON WHICH THE STATION IS LOCATED BELONGS TO HARRY
 NA2075'L. JACKSON, WHO LIVES ABOUT 1-1/4 MILES NORTHWEST OF THE STATION.
 NA2075'
 NA2075'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 NA2075
 NA2075                          STATION RECOVERY (1942)
 NA2075
 NA2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2075'STATION (NOTE 4) WAS RECOVERED AND THE FOLLOWING DISCREPANCIES
 NA2075'NOTED.
 NA2075'
 NA2075'THE UNITED STATES GEOLOGICAL SURVEY DISK HAS BEEN REMOVED.  A
 NA2075'UNITED STATES COAST AND GEODETIC SURVEY DISK WAS SET IN THE
 NA2075'ORIGINAL DRILL HOLE.  REFERENCE MARK NO. 1 REQUIRED RE-ENFORCING
 NA2075'AS IT WAS PARTIALLY REMOVED.
 NA2075'
 NA2075'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 NA2075'
 NA2075'THE STATION (NOTE 4) IS ON THE HIGHEST POINT OF MT. PISGAH AND
 NA2075'ABOUT 6-1/2 MILES NW OF THE TOWN OF MARGARETVILLE ON LAND OWNED
 NA2075'BY HARRY L. JACKSON.
 NA2075'
 NA2075'REFERENCE MARK NO. 1 (NOTE 12C) IS NE OF THE STATION.  IT IS
 NA2075'STAMPED ANDES U.S.G.S. 1940 AND PROJECTS 12 INCHES.
 NA2075'
 NA2075'REFERENCE MARK NO. 2 (NOTE 12C) IS NW OF THE STATION.  IT IS
 NA2075'STAMPED ANDES U.S.G.S. 1940 AND PROJECTS 14 INCHES.
 NA2075'
 NA2075'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF DENSE WOODS.  STATION
 NA2075'BRAMLEY (U.S.G.S.) COULD BE USED FOR AN AZIMUTH MARK.  CONSIDERABLE
 NA2075'CLEARING WILL BE NECESSARY IF THIS IS DONE.
 NA2075'
 NA2075'TO REACH THE STATION FROM POST OFFICE MARGARETVILLE GO W ON
 NA2075'STATE HIGHWAY 28 AND 30 FOR 3.1 MILES TO THEIR JUNCTION.  TURN
 NA2075'RIGHT ON STATE HIGHWAY 28 AND GO 7.25 MILES TO A DIRT T-ROAD TO
 NA2075'THE RIGHT THAT PASSES ON THE E SIDE OF A LARGE BARN.  TURN RIGHT
 NA2075'AND GO 0.85 MILE TO A FORKS.  KEEP LEFT AND GO 0.6 MILE TO
 NA2075'ANOTHER FORKS.  KEEP RIGHT AND GO 1.1 MILES TO A SPRING HOUSE ON
 NA2075'THE LEFT AND AN OLD WAGON ROAD TO THE RIGHT.  TURN RIGHT AND
 NA2075'FOLLOW THE WAGON ROAD FOR 0.7 MILE TO A HOUSE AND BARN.  FROM
 NA2075'THIS POINT PROCEED ON FOOT IN A SOUTHEASTERLY DIRECTION TO AN
 NA2075'OPENING IN THE WOODS (ABOUT 0.15 MILE) AND A BLAZED TRAIL.
 NA2075'FOLLOW BLAZED TRAIL UP THE MOUNTAIN FOR ABOUT 1 MILE.  ABOUT
 NA2075'ONE-HOUR PACK.
 NA2075'
 NA2075'A 24-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION UTSAYANTHA
 NA2075'(NYSS).
 NA2075'
 NA2075'A 24-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION BINGHAM.
 NA2075'
 NA2075'A 24-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION EIGNOR 1940.
 NA2075'
 NA2075'A24-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION HALL.
 NA2075'
 NA2075'A 24-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION BALSAM 1940.
 NA2075'
 NA2075'A 24-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION CLOSE.
 NA2075'
 NA2075'HEIGHT OF LIGHT ABOVE STATION MARK 8.2 METERS.
 NA2075
 NA2075                          STATION RECOVERY (1971)
 NA2075
 NA2075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 NA2075'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 NA2075'NOT SEARCHED FOR THIS DATE DUE TO DEEP SNOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1729 ***********************************************************************
 PH1729  DESIGNATION -  ANDORRA IBC
 PH1729  PID         -  PH1729
 PH1729  STATE/COUNTY-  NY/ST LAWRENCE
 PH1729  USGS QUAD   -  HOGANSBURG (1987)
 PH1729
 PH1729                         *CURRENT SURVEY CONTROL
 PH1729  ___________________________________________________________________
 PH1729* NAD 83(1996)-  44 59 17.94534(N)    074 44 21.75947(W)     ADJUSTED  
 PH1729* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 PH1729  ___________________________________________________________________
 PH1729  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 PH1729  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 PH1729
 PH1729  HORZ ORDER  -  THIRD
 PH1729
 PH1729.The horizontal coordinates were established by classical geodetic methods
 PH1729.and adjusted by the National Geodetic Survey in January 1999..
 PH1729
 PH1729.The orthometric height was scaled from a topographic map.
 PH1729
 PH1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1729
 PH1729.The geoid height was determined by GEOID03.
 PH1729
 PH1729;                    North         East     Units Scale Factor Converg.
 PH1729;SPC NY E     -   683,603.997   131,123.884   MT  0.99990438   -0 10 09.2
 PH1729;SPC NY E     - 2,242,790.78    430,195.61   sFT  0.99990438   -0 10 09.2
 PH1729;UTM  18      - 4,981,685.730   520,545.203   MT  0.99960519   +0 11 03.3
 PH1729
 PH1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1729!SPC NY E     -   0.99999636  x   0.99990438  =   0.99990074
 PH1729!UTM  18      -   0.99999636  x   0.99960519  =   0.99960155
 PH1729
 PH1729:                Primary Azimuth Mark                     Grid Az
 PH1729:SPC NY E     -  REF MON 6 59 IBC                         047 09 54.4
 PH1729:UTM  18      -  REF MON 6 59 IBC                         046 48 41.9
 PH1729
 PH1729|---------------------------------------------------------------------|
 PH1729| PID    Reference Object                     Distance      Geod. Az  |
 PH1729|                                                           dddmmss.s |
 PH1729| PH1726 REF MON 6 59 IBC                    APPROX. 0.9 KM 0465945.2 |
 PH1729| PH1731 12                                  245.672 METERS 19531     |
 PH1729| PH1730 WATT IBC                            268.268 METERS 35709     |
 PH1729|---------------------------------------------------------------------|
 PH1729
 PH1729                          SUPERSEDED SURVEY CONTROL
 PH1729
 PH1729  NAD 83(1986)-  44 59 17.93659(N)    074 44 21.76532(W) AD(       ) 3
 PH1729  NAD 27      -  44 59 17.75200(N)    074 44 23.13900(W) AD(       ) 3
 PH1729
 PH1729.Superseded values are not recommended for survey control.
 PH1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1729.See file dsdata.txt to determine how the superseded data were derived.
 PH1729
 PH1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2054581686(NAD 83)
 PH1729_MARKER: DD = SURVEY DISK
 PH1729_SETTING: 0 = UNSPECIFIED SETTING
 PH1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1729
 PH1729  HISTORY     - Date     Condition        Report By
 PH1729  HISTORY     - 1959     MONUMENTED       IBC
 PH1729  HISTORY     - 1971     GOOD             IBC
 PH1729
 PH1729                          STATION DESCRIPTION
 PH1729
 PH1729'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (NWS)
 PH1729'INTERNATIONAL BRIDGE, ON THE CENTRAL SPAN ABOUT 7.15 FEET NORTH OF
 PH1729'THE NORTHERN EDGE OF THE SOUTHERN MAIN PIER.  IT IS BETWEEN TWO METAL
 PH1729'COVERS ON THE SIDEWALK WHICH IS ALONG THE DOWNSTREAM SIDE OF THE
 PH1729'BRIDGE.  THE STATION IS LOCATED ABOUT THE MIDDLE OF THE SIDEWALK.  THE
 PH1729'POSITION OF THIS STATION MAY SHIFT SLIGHTLY DUE TO MOVEMENT OF THE
 PH1729'SPAN.
 PH1729'
 PH1729'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH1729'DISK STATION MARK SET FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 PH1729
 PH1729                          STATION RECOVERY (1971)
 PH1729
 PH1729'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 PH1729'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1944 ***********************************************************************
 NB1944  DESIGNATION -  ANDOVER
 NB1944  PID         -  NB1944
 NB1944  STATE/COUNTY-  NY/ALLEGANY
 NB1944  USGS QUAD   -  WHITESVILLE (1976)
 NB1944
 NB1944                         *CURRENT SURVEY CONTROL
 NB1944  ___________________________________________________________________
 NB1944* NAD 83(1996)-  42 07 27.97219(N)    077 50 20.03378(W)     ADJUSTED  
 NB1944* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 NB1944  ___________________________________________________________________
 NB1944  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 NB1944  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NB1944
 NB1944  HORZ ORDER  -  FIRST
 NB1944
 NB1944.The horizontal coordinates were established by classical geodetic methods
 NB1944.and adjusted by the National Geodetic Survey in January 1999..
 NB1944
 NB1944.The orthometric height was scaled from a topographic map.
 NB1944
 NB1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1944
 NB1944.The geoid height was determined by GEOID03.
 NB1944
 NB1944;                    North         East     Units Scale Factor Converg.
 NB1944;SPC NY W     -   236,183.070   411,553.032   MT  0.99998410   +0 29 57.6
 NB1944;SPC NY W     -   774,877.29  1,350,236.91   sFT  0.99998410   +0 29 57.6
 NB1944;SPC NY C     -   236,677.882   146,184.043   MT  1.00007007   -0 50 32.1
 NB1944;SPC NY C     -   776,500.68    479,605.48   sFT  1.00007007   -0 50 32.1
 NB1944;SPC PA N     -   217,430.872   592,648.836   MT  1.00003297   -0 03 31.7
 NB1944;SPC PA N     -   713,354.45  1,944,382.06   sFT  1.00003297   -0 03 31.7
 NB1944;UTM  18      - 4,667,493.514   265,338.031   MT  1.00027762   -1 54 18.1
 NB1944
 NB1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1944!SPC NY W     -   0.99989179  x   0.99998410  =   0.99987589
 NB1944!SPC NY C     -   0.99989179  x   1.00007007  =   0.99996185
 NB1944!SPC PA N     -   0.99989179  x   1.00003297  =   0.99992476
 NB1944!UTM  18      -   0.99989179  x   1.00027762  =   1.00016938
 NB1944
 NB1944:                Primary Azimuth Mark                     Grid Az
 NB1944:SPC NY W     -  ANDOVER AZ MK                            065 46 40.3
 NB1944:SPC NY C     -  ANDOVER AZ MK                            067 07 10.0
 NB1944:SPC PA N     -  ANDOVER AZ MK                            066 20 09.6
 NB1944:UTM  18      -  ANDOVER AZ MK                            068 10 56.0
 NB1944
 NB1944|---------------------------------------------------------------------|
 NB1944| PID    Reference Object                     Distance      Geod. Az  |
 NB1944|                                                           dddmmss.s |
 NB1944| CZ9983 ANDOVER AZ MK                                      0661637.9 |
 NB1944| LZ1810 ULYSSES MAST                        APPROX.29.0 KM 1590626.5 |
 NB1944| CZ9984 ANDOVER RM 1                         78.217 METERS 20522     |
 NB1944| NC0974 ALMA ATT MICROWAVE RELAY TOWER      APPROX.16.7 KM 2363636.2 |
 NB1944| NC0971 ALMA MICROWAVE TOWER                APPROX.16.6 KM 2411936.0 |
 NB1944| CZ9985 ANDOVER RM 2                         42.347 METERS 31313     |
 NB1944|---------------------------------------------------------------------|
 NB1944
 NB1944                          SUPERSEDED SURVEY CONTROL
 NB1944
 NB1944  NAD 83(1986)-  42 07 27.97373(N)    077 50 20.02910(W) AD(       ) 1
 NB1944  NAD 27      -  42 07 27.73262(N)    077 50 21.04156(W) AD(       ) 1
 NB1944
 NB1944.Superseded values are not recommended for survey control.
 NB1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1944.See file dsdata.txt to determine how the superseded data were derived.
 NB1944
 NB1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6533867494(NAD 83)
 NB1944_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1944
 NB1944  HISTORY     - Date     Condition        Report By
 NB1944  HISTORY     - 1929     MONUMENTED       CGS
 NB1944  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NB1944  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1944  HISTORY     - 20010713 MARK NOT FOUND   INDIV
 NB1944
 NB1944                          STATION DESCRIPTION
 NB1944
 NB1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NB1944'STATION IS IN ANDOVER TOWNSHIP, ABOUT 6 MILES E OF TOWN OF
 NB1944'WELLSVILLE, ABOUT 3 MILES W BY S OF TOWN OF ANDOVER ON HIGHEST
 NB1944'POINT OF A BARE HILL KNOWN LOCALLY AS ROUND TOP HILL.
 NB1944'
 NB1944'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 NB1944'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  SURFACE MARK IS 12
 NB1944'INCHES BELOW THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS A
 NB1944'STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN BEDROCK AS
 NB1944'DESCRIBED IN NOTE 8A.
 NB1944'
 NB1944'REFERENCE MARK NO.1 IS SW OF THE STATION AND IS IN THE FENCE
 NB1944'LINE.  REFERENCE MARK NO.2 IS NW OF THE STATION AND IN THE FENCE
 NB1944'LINE WHERE BUSHES ARE GROWING ALONG THE SAME.  BOTH REFERENCE
 NB1944'MARKS ARE SET 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 NB1944'
 NB1944'TO REACH STATION FROM WELLSVILLE, GO S ON MAIN STREET TO THE
 NB1944'FIRST TURN TO THE LEFT AFTER CROSSING THE RAILROAD.  HERE TURN
 NB1944'LEFT ON HIGHWAY 17 AND GO ABOUT 0.8 MILE TO WHERE A DIRT ROAD
 NB1944'LEADS TO THE EASTWARD, KEEP STRAIGHT AHEAD ON THIS DIRT ROAD,
 NB1944'PASSING THREE ROAD INTERSECTIONS AT ABOUT 0.6 MILE, 1.7 MILES,
 NB1944'AND 2.4 MILES FROM HIGHWAY 17.  AFTER PASSING THE THIRD
 NB1944'INTERSECTION TURN LEFT AT EVERY FORK OR INTERSECTION AND GO 3
 NB1944'MILES FARTHER TO AUGUSTUS LYNCHS FARMHOUSE, A WHITE HOUSE ON
 NB1944'THE NW SIDE OF THE ROAD OPPOSITE A LARGE RED BARN ON THE S
 NB1944'SIDE OF THE ROAD.  STATION IS ABOUT 1/4 MILE NW OF THE
 NB1944'FARMHOUSE, 33.5 METERS E OF A N AND S FENCE LINE ALONG A 1-WIRE
 NB1944'TELEPHONE LINE AND IS ON RANGE WITH THE SW END OF GABLE ON
 NB1944'LYNCHS HOUSE AND THE NE EDGE OF THE BARN ROOF, NEAR BOTTOM
 NB1944'OF THE ROOF.  STATION IS 8.5 METERS NW OF THE LOWER EDGE OF AN
 NB1944'OUTCROPPING ROCK LEDGE.
 NB1944'
 NB1944'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.4 METERS.
 NB1944
 NB1944                          STATION RECOVERY (1969)
 NB1944
 NB1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NB1944'THE SURFACE STATION MARK WAS FOUND DESTROYED, HOWEVER THE
 NB1944'UNDERGROUND STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 NB1944'IN GOOD CONDITION.  A NEW SURFACE MARK AND AN AZIMUTH MARK
 NB1944'WERE ESTABLISHED, AND A WITNESS POST WAS SET.  A COMPLETE
 NB1944'DESCRIPTION FOLLOWS--
 NB1944'
 NB1944'STATION IS LOCATED ON A PROMINENT HILL THAT HAS A NORTH-SOUTH
 NB1944'FENCE AND BRUSH ROW OVER THE SUMMIT AND IS BARE ON THE EAST
 NB1944'SIDE.  IT LIES ABOUT 1/4 MILE NORTHWEST OF THE HOME OF
 NB1944'MR. A. LYNCH, ON WHOSE PROPERTY IT IS LOCATED.
 NB1944'
 NB1944'TO REACH STATION FROM THE MAIN JUNCTION IN WELLSVILLE, GO EAST
 NB1944'ON STATE HIGHWAY 17 FOR 0.6 MILE.  TAKE RIGHT FORK JUST BEFORE
 NB1944'RAILROAD UNDERPASS, AND FOLLOW MACADAM ROAD FOR 4.9 MILES TO
 NB1944'GRAVELED SIDE ROAD LEFT, AT TOP OF A GRADE.  GO LEFT FOR 0.45
 NB1944'MILE TO WHITE HOUSE ON LEFT AND RED BARN ON RIGHT.  GO LEFT
 NB1944'THROUGH YARD, AND THEN GO CROSS-COUNTRY FOR 0.3 MILE TO TOP OF
 NB1944'HILL AND STATION.
 NB1944'
 NB1944'STATION MARK IS A STANDARD DISK STAMPED ANDOVER 1929 1969,
 NB1944'SET IN THE TOP OF A 2-FOOT DIAMETER MASS OF CONCRETE FLUSH
 NB1944'WITH GROUND.  IT IS IN ROCKY PATCH ON HIGH POINT OF HILL.  135 FEET
 NB1944'EAST OF BRUSH-ROW AND 140 FEET SOUTHEAST OF A METAL WITNESS POST.
 NB1944'
 NB1944'UNDERGROUND MARK IS A STANDARD DISK STAMPED ANDOVER 1929,
 NB1944'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 18 INCHES BELOW
 NB1944'GROUND LEVEL.
 NB1944'
 NB1944'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ANDOVER NO 1
 NB1944'1929, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NB1944'PROJECTING 7 INCHES FROM GROUND.  IT IS IN EAST EDGE OF THE
 NB1944'BRUSH-ROW, 4 FEET WEST OF EDGE OF MEADOW AND 18.3 FEET LOWER
 NB1944'THAN STATION MARK.
 NB1944'
 NB1944'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ANDOVER NO 2
 NB1944'1929, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NB1944'PROJECTING 5 INCHES FROM GROUND.  IT IS AT WEST EDGE OF MEADOW,
 NB1944'JUST OUTSIDE THE BRUSH LINE, 1 FOOT EAST OF THE WITNESS POST,
 NB1944'AND 5.3 FEET LOWER THAN STATION MARK.
 NB1944'
 NB1944'AZIMUTH MARK IS A STANDARD DISK STAMPED ANDOVER 1929 1969, SET
 NB1944'IN THE TOP OF A 10-INCH DIAMETER CONCRETE MONUMENT PROJECTING
 NB1944'3 INCHES FROM GROUND.  IT IS AT SOUTH POINT OF WOODED AREA ON WEST
 NB1944'SIDE OF THE GRAVEL ROAD AND ON SLIGHT BANK, 42 FEET
 NB1944'WEST-NORTHWEST OF CENTER LINE OF ROAD, 91 FEET NORTH-NORTHWEST
 NB1944'OF POWER POLE L.O.3, AND 4 FEET NORTH OF A LARGE BOULDER THAT
 NB1944'SETS AT EXTREME POINT OF THE TREES.  TO REACH FROM MR. LYNCHS
 NB1944'HOUSE, GO NORTH ON ROAD FOR 0.3 MILE TO MARK ON LEFT.
 NB1944'
 NB1944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1944'6 MILES EAST OF WELLSVILLE.
 NB1944
 NB1944                          STATION RECOVERY (1974)
 NB1944
 NB1944'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1944'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION IS ON
 NB1944'PROPERTY OF MR. AUGUSTUS LYNCH, WHO LIVES AT BASE OF STATION
 NB1944'HILL.  VIEW IS OPEN FROM STATION IN ALL DIRECTIONS EXCEPT FOR
 NB1944'A FEW TREES IN BRUSHLINE TO NORTHWEST.  AZIMUTH MARK IS VISIBLE
 NB1944'FROM STATION.
 NB1944'
 NB1944'STATION MARK IS A STANDARD DISK STAMPED ANDOVER 1929 1969, SET
 NB1944'IN A 2-FOOT DIAMETER MASS OF CONCRETE FLUSH WITH GROUND, IN
 NB1944'ROCKY PATCH ON HIGH POINT OF HILL.
 NB1944'
 NB1944'RM NO. 1 IS A STANDARD DISK STAMPED ANDOVER NO 1 1929, SET IN
 NB1944'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT PROJECTING 7
 NB1944'INCHES.  IT IS 18.3 FEET LOWER THAN STATION MARK.
 NB1944'
 NB1944'RM NO. 2 IS A STANDARD DISK STAMPED ANDOVER NO 2 1929, SET IN
 NB1944'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT PROJECTING 5
 NB1944'INCHES.  IT IS 1 FOOT EAST OF A METAL WITNESS POST AND 5.3 FEET
 NB1944'LOWER THAN STATION.
 NB1944'
 NB1944'AZIMUTH MARK IS A STANDARD DISK STAMPED ANDOVER 1929 1969, SET
 NB1944'IN THE TOP OF A 10-INCH DIAMETER CONCRETE MONUMENT PROJECTING 3
 NB1944'INCHES.  IT IS AT SOUTH POINT OF WOODED AREA, ON SLIGHT BANK, 42
 NB1944'FEET WNW OF CENTER LINE OF ROAD, 91 FEET NNW OF POWER POLE L.O.3,
 NB1944'AND 4 FEET NORTH OF A LARGE BOULDER.  TO REACH FROM MR. LYNCHS
 NB1944'HOUSE, GO NORTH ON ROAD FOR 0.3 MILE TO THE MARK ON LEFT.
 NB1944'
 NB1944'TO REACH STATION FROM CENTER OF WELLSVILLE, GO EAST ON
 NB1944'N.Y. RTE. 17 FOR 0.6 MILE.  TAKE RIGHT FORK JUST BEFORE
 NB1944'RAILROAD UNDERPASS, AND GO EAST ON TRAPPING BROOK RD. FOR 4.9
 NB1944'MILES TO GRAVELLED SIDE ROAD LEFT.  GO LEFT 0.45 MILE TO
 NB1944'MR. LYNCHS HOUSE ON LEFT AND RED BARN ON RIGHT.  GO LEFT,
 NB1944'THROUGH YARD AND CONTINUE 0.3 MILE TO TOP OF HILL AND STATION.
 NB1944
 NB1944                          STATION RECOVERY (2001)
 NB1944
 NB1944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NB1944'RM1, RM2, AND AZIMUTH MARK ALL RECOVERED IN GOOD CONDITION.
 NB1944'THE AREA OF THE STATION MARK WAS COVERED WITH DEBRIS AND COULD
 NB1944'NOT BE RECOVERED AT THIS TIME. A WITNESS POST REMAINS 1 FOOT WEST
 NB1944'OF RM2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9608 ***********************************************************************
 AA9608  DESIGNATION -  ANDR
 AA9608  PID         -  AA9608
 AA9608  STATE/COUNTY-  NY/NASSAU
 AA9608  USGS QUAD   -  SEA CLIFF (1979)
 AA9608
 AA9608                         *CURRENT SURVEY CONTROL
 AA9608  ___________________________________________________________________
 AA9608* NAD 83(1996)-  40 48 20.32781(N)    073 39 01.09028(W)     ADJUSTED  
 AA9608* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 AA9608  ___________________________________________________________________
 AA9608  X           -   1,360,964.167 (meters)                     COMP
 AA9608  Y           -  -4,639,193.219 (meters)                     COMP
 AA9608  Z           -   4,146,091.113 (meters)                     COMP
 AA9608  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA9608  ELLIP HEIGHT-         -29.00  (meters)          (12/03/02) GPS OBS
 AA9608  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AA9608
 AA9608  HORZ ORDER  -  THIRD
 AA9608  ELLP ORDER  -  FIFTH     CLASS I
 AA9608
 AA9608.The horizontal coordinates were established by GPS observations
 AA9608.and adjusted by the National Geodetic Survey in January 1999..
 AA9608.No horizontal observational check was made to the station.
 AA9608
 AA9608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9608
 AA9608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9608
 AA9608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9608
 AA9608.The ellipsoidal height was determined by GPS observations
 AA9608.and is referenced to NAD 83.
 AA9608
 AA9608.The geoid height was determined by GEOID03.
 AA9608
 AA9608;                    North         East     Units Scale Factor Converg.
 AA9608;SPC NY L     -    71,015.209   329,507.869   MT  0.99999520   +0 13 43.4
 AA9608;SPC NY L     -   232,989.06  1,081,060.40   sFT  0.99999520   +0 13 43.4
 AA9608;UTM  18      - 4,518,058.726   613,845.931   MT  0.99975953   +0 52 55.6
 AA9608
 AA9608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9608!SPC NY L     -   1.00000455  x   0.99999520  =   0.99999975
 AA9608!UTM  18      -   1.00000455  x   0.99975953  =   0.99976408
 AA9608
 AA9608                          SUPERSEDED SURVEY CONTROL
 AA9608
 AA9608  ELLIP H (01/11/99)  -29.02   (m)                       GP(       ) 4 1
 AA9608  NAD 83(1996)-  40 48 20.33069(N)    073 39 01.08868(W) AD(       ) 3
 AA9608  NAD 83(1986)-  40 48 20.32992(N)    073 39 01.08989(W) AD(       ) 3
 AA9608  NGVD 29 (09/19/96)    3.     (m)           10.     (f) GPS OBS        
 AA9608
 AA9608.Superseded values are not recommended for survey control.
 AA9608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9608.See file dsdata.txt to determine how the superseded data were derived.
 AA9608
 AA9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1384618059(NAD 83)
 AA9608_MARKER: DD = SURVEY DISK
 AA9608_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9608_STAMPING: ANDR 1990
 AA9608_MARK LOGO: NOS   
 AA9608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9608+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9608
 AA9608  HISTORY     - Date     Condition        Report By
 AA9608  HISTORY     - 1990     MONUMENTED       NOS
 AA9608
 AA9608                          STATION DESCRIPTION
 AA9608
 AA9608'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9608'THE STATION IS LOCATED IN LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9608'OF LONG ISLAND ABOUT 1.2 NAUTICAL MILES SOUTH OF GLENWOOD LANDING NEAR
 AA9608'THE SOUTHERN END OF AND ON THE EAST SHORE OF HEMPSTEAD HARBOR IN AN
 AA9608'AREA KNOWN AS OLD TOWN WHARF ON TOWN OF NORTH HEMPSTEAD PROPERTY.  TO
 AA9608'REACH THE STATION FROM THE INTERSECTION OF BRYANT AVENUE AND SKILLMAN
 AA9608'STREET IN ROSLYN JUST SOUTH OF THE N.Y. HWY 25A (NORTHERN BOULEVARD)
 AA9608'OVERPASS, GO WEST ON SKILLMAN STREET FOR 0.15 KM (0.10 MI) TO LANDING
 AA9608'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH AND NORTHWEST FOR 0.15 KM
 AA9608'(0.10 MI) TO THE END OF THE ROAD, FROM THIS POINT WALK NORTHWEST TO
 AA9608'THE STATION AT AN ANGLE IN THE BULKHEAD.  THE STATION IS AN NOS BRONZE
 AA9608'DISK STAMPED ---ANDR 1990--- WHICH IS CEMENTED INTO A DRILL HOLE IN
 AA9608'THE TOP OF A 2 FT (0.6 M) BY 4 FT (1.2 M) BLOCK OF CONCRETE ABOUT 0.5
 AA9608'M (1.6 FT) ABOVE GROUND LEVEL. IT IS 6.0 M (19.7 FT) NORTH OF THE
 AA9608'NORTHWEST CORNER OF AN OLD BUILDING FOUNDATION, 4.0 M (13.1 FT) SOUTH
 AA9608'OF THE NORTH EDGE OF A STEEL BULKHEAD AND 2.6 M (8.5 FT) EAST OF THE
 AA9608'WEST EDGE OF THE STEEL BULKHEAD.  THE STATION WAS POSITIONED BY GPS
 AA9608'OBSERVATIONS.  DESCRIBED BY JG CLAYTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1730 ***********************************************************************
 OF1730  DESIGNATION -  ANDREWS 1925
 OF1730  PID         -  OF1730
 OF1730  STATE/COUNTY-  NY/MONROE
 OF1730  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1730
 OF1730                         *CURRENT SURVEY CONTROL
 OF1730  ___________________________________________________________________
 OF1730* NAD 83(1996)-  43 09 27.53821(N)    077 36 51.12719(W)     ADJUSTED  
 OF1730* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 OF1730  ___________________________________________________________________
 OF1730  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 OF1730  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1730
 OF1730  HORZ ORDER  -  SECOND
 OF1730
 OF1730.The horizontal coordinates were established by classical geodetic methods
 OF1730.and adjusted by the National Geodetic Survey in January 1999..
 OF1730
 OF1730.The orthometric height was scaled from a topographic map.
 OF1730
 OF1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1730
 OF1730.The geoid height was determined by GEOID03.
 OF1730
 OF1730;                    North         East     Units Scale Factor Converg.
 OF1730;SPC NY W     -   351,138.857   428,816.896   MT  1.00001389   +0 39 46.5
 OF1730;SPC NY W     - 1,152,028.07  1,406,876.77   sFT  1.00001389   +0 39 46.5
 OF1730;UTM  18      - 4,781,639.485   287,461.417   MT  1.00015573   -1 47 19.7
 OF1730
 OF1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1730!SPC NY W     -   0.99998193  x   1.00001389  =   0.99999582
 OF1730!UTM  18      -   0.99998193  x   1.00015573  =   1.00013765
 OF1730
 OF1730|---------------------------------------------------------------------|
 OF1730| PID    Reference Object                     Distance      Geod. Az  |
 OF1730|                                                           dddmmss.s |
 OF1730| OF1738 FOUR CORNERS 1925                   271.301 METERS 14402     |
 OF1730| OF1856 EASTMAN A                           APPROX. 0.6 KM 3084140.8 |
 OF1730|---------------------------------------------------------------------|
 OF1730
 OF1730                          SUPERSEDED SURVEY CONTROL
 OF1730
 OF1730  NAD 83(1986)-  43 09 27.54633(N)    077 36 51.12539(W) AD(       ) 2
 OF1730  NAD 27      -  43 09 27.32300(N)    077 36 52.12200(W) AD(       ) 2
 OF1730
 OF1730.Superseded values are not recommended for survey control.
 OF1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1730.See file dsdata.txt to determine how the superseded data were derived.
 OF1730
 OF1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8746181639(NAD 83)
 OF1730
 OF1730  HISTORY     - Date     Condition        Report By
 OF1730  HISTORY     - 1925     MONUMENTED       CGS
 OF1730
 OF1730                          STATION DESCRIPTION
 OF1730
 OF1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1730'IN ROCHESTER, IN THE SIDEWALK, 2.02 METERS EAST OF THE EAST
 OF1730'CURB OF STATE STREET, 35.83 METERS SOUTH OF THE SOUTH CURB OF
 OF1730'ANDREWS STREET, 4.74 METERS SOUTHWEST OF THE NORTHWEST CORNER
 OF1730'OF THE BUILDING AT NO. 112 STATE STREET AND 5.22 METERS
 OF1730'NORTHWEST OF THE SOUTHWEST CORNER OF THIS BUILDING.  STATION IS
 OF1730'SET AS DESCRIBED IN NOTE D-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2961 ***********************************************************************
 KU2961  DESIGNATION -  ANDREWS 1934
 KU2961  PID         -  KU2961
 KU2961  STATE/COUNTY-  NY/NASSAU
 KU2961  USGS QUAD   -  SEA CLIFF (1979)
 KU2961
 KU2961                         *CURRENT SURVEY CONTROL
 KU2961  ___________________________________________________________________
 KU2961* NAD 83(1996)-  40 48 20.41470(N)    073 39 01.18590(W)     ADJUSTED  
 KU2961* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 KU2961  ___________________________________________________________________
 KU2961  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 KU2961  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU2961
 KU2961  HORZ ORDER  -  THIRD
 KU2961
 KU2961.The horizontal coordinates were established by classical geodetic methods
 KU2961.and adjusted by the National Geodetic Survey in January 1999..
 KU2961
 KU2961.The orthometric height was scaled from a topographic map.
 KU2961
 KU2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2961
 KU2961.The geoid height was determined by GEOID03.
 KU2961
 KU2961;                    North         East     Units Scale Factor Converg.
 KU2961;SPC NY L     -    71,017.880   329,505.617   MT  0.99999520   +0 13 43.4
 KU2961;SPC NY L     -   232,997.83  1,081,053.01   sFT  0.99999520   +0 13 43.4
 KU2961;SPC CT       -   149,723.978   228,825.754   MT  1.00006325   -0 35 49.1
 KU2961;SPC CT       -   491,219.42    750,739.16   sFT  1.00006325   -0 35 49.1
 KU2961;UTM  18      - 4,518,061.371   613,843.650   MT  0.99975952   +0 52 55.6
 KU2961
 KU2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2961!SPC NY L     -   1.00000087  x   0.99999520  =   0.99999607
 KU2961!SPC CT       -   1.00000087  x   1.00006325  =   1.00006412
 KU2961!UTM  18      -   1.00000087  x   0.99975952  =   0.99976039
 KU2961
 KU2961                          SUPERSEDED SURVEY CONTROL
 KU2961
 KU2961  NAD 83(1996)-  40 48 20.41799(N)    073 39 01.18476(W) AD(       ) 3
 KU2961  NAD 83(1992)-  40 48 20.41740(N)    073 39 01.18871(W) AD(       ) 3
 KU2961  NAD 83(1986)-  40 48 20.42008(N)    073 39 01.19175(W) AD(       ) 3
 KU2961  NAD 27      -  40 48 20.08000(N)    073 39 02.73000(W) AD(       ) 3
 KU2961
 KU2961.Superseded values are not recommended for survey control.
 KU2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2961.See file dsdata.txt to determine how the superseded data were derived.
 KU2961
 KU2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1384418061(NAD 83)
 KU2961_MARKER: N = NAIL
 KU2961_SETTING: 0 = UNSPECIFIED SETTING
 KU2961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2961
 KU2961  HISTORY     - Date     Condition        Report By
 KU2961  HISTORY     - 1934     MONUMENTED       CGS
 KU2961
 KU2961                          STATION DESCRIPTION
 KU2961
 KU2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU2961'STATION IS THE CENTER OF FIVE NAILS IN TOP OF MOORING PILE AT THE
 KU2961'NW CORNER OF ANDREWS DOCK.
 KU2961'
 KU2961'FOR REFERENCE MARKS OF STATION ANDREWS SEE DESCRIPTION OF
 KU2961'STATION H.H. 11 (U.S.E.D.) - CROSS REFERENCE - 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0527 ***********************************************************************
 OG0527  DESIGNATION -  ANDY
 OG0527  PID         -  OG0527
 OG0527  STATE/COUNTY-  NY/NIAGARA
 OG0527  USGS QUAD   -  
 OG0527
 OG0527                         *CURRENT SURVEY CONTROL
 OG0527  ___________________________________________________________________
 OG0527* NAD 83(1996)-  43 14 42.70614(N)    078 30 33.29996(W)     ADJUSTED  
 OG0527* NAVD 88     -       123.9    (meters)     406.     (feet)  VERTCON   
 OG0527  ___________________________________________________________________
 OG0527  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OG0527  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OG0527
 OG0527  HORZ ORDER  -  SECOND
 OG0527
 OG0527.The horizontal coordinates were established by classical geodetic methods
 OG0527.and adjusted by the National Geodetic Survey in January 1999..
 OG0527
 OG0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0527
 OG0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0527
 OG0527.The geoid height was determined by GEOID03.
 OG0527
 OG0527;                    North         East     Units Scale Factor Converg.
 OG0527;SPC NY W     -   360,411.089   356,016.376   MT  0.99993795   +0 03 02.7
 OG0527;SPC NY W     - 1,182,448.71  1,168,030.39   sFT  0.99993795   +0 03 02.7
 OG0527;UTM  17      - 4,791,056.266   702,211.796   MT  1.00010302   +1 42 25.4
 OG0527
 OG0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0527!SPC NY W     -   0.99998616  x   0.99993795  =   0.99992411
 OG0527!UTM  17      -   0.99998616  x   1.00010302  =   1.00008918
 OG0527
 OG0527:                Primary Azimuth Mark                     Grid Az
 OG0527:SPC NY W     -  ANDY AZ MK                               084 00 46.7
 OG0527:UTM  17      -  ANDY AZ MK                               082 21 24.0
 OG0527
 OG0527|---------------------------------------------------------------------|
 OG0527| PID    Reference Object                     Distance      Geod. Az  |
 OG0527|                                                           dddmmss.s |
 OG0527| CZ9685 ANDY AZ MK                                         0840349.4 |
 OG0527| CZ9687 ANDY RM 2                            19.010 METERS 13627     |
 OG0527| OG0526 GASPORT RESET                       APPROX. 5.8 KM 2071431.1 |
 OG0527| CZ9686 ANDY RM 1                            19.930 METERS 23845     |
 OG0527|---------------------------------------------------------------------|
 OG0527
 OG0527                          SUPERSEDED SURVEY CONTROL
 OG0527
 OG0527  NAD 83(1986)-  43 14 42.71285(N)    078 30 33.29829(W) AD(       ) 2
 OG0527  NAD 27      -  43 14 42.50490(N)    078 30 34.20426(W) AD(       ) 2
 OG0527  NGVD 29 (07/19/86)  124.1    (m)          407.     (f) VERT ANG       
 OG0527
 OG0527.Superseded values are not recommended for survey control.
 OG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0527.See file dsdata.txt to determine how the superseded data were derived.
 OG0527
 OG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0221291056(NAD 83)
 OG0527_MARKER: DD = SURVEY DISK
 OG0527_SETTING: 0 = UNSPECIFIED SETTING
 OG0527
 OG0527  HISTORY     - Date     Condition        Report By
 OG0527  HISTORY     - 1972     MONUMENTED       USGS
 OG0527  HISTORY     - 1990     GOOD             USPSQD
 OG0527
 OG0527                          STATION DESCRIPTION
 OG0527
 OG0527'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DMW)
 OG0527'STATION IS LOCATED ON EAST EDGE OF SMALL RURAL TOWN OF JOHNSON
 OG0527'CREEK.
 OG0527'
 OG0527'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 104 AND JOHNSON CREEK
 OG0527'ROAD IN JOHNSON CREEK, GO EAST ALONG U.S. HIGHWAY 104 0.6 MILE
 OG0527'TO STATION ON RIGHT, ON PROPERTY OF RICHARD E. ANDERSON AT HOUSE
 OG0527'9304.
 OG0527'
 OG0527'THE STATION IS 79.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 OG0527'HOUSE, 50 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 104, 38 FEET
 OG0527'SOUTHEAST OF TELEPHONE POLE, 15 FEET SOUTHWEST OF A 24-INCH MAPLE
 OG0527'TREE, STAMPED ET ANDY 1972.
 OG0527'
 OG0527'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, A STANDARD TABLET
 OG0527'SET IN DRILL HOLE ON EAST SIDE OF A CONCRETE WELL BASE, 88 FEET
 OG0527'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 104, 26 FEET SOUTHEAST OF
 OG0527'THE NORTHEAST CORNER OF THE HOUSE, 24.5 FEET NORTHEAST OF THE
 OG0527'SOUTHEAST CORNER OF THE HOUSE, 2 FEET NORTH OF A SIDEWALK,
 OG0527'STAMPED ET ANDY 1972 RM 1.
 OG0527'
 OG0527'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, A STANDARD TABLET
 OG0527'SET IN DRILL HOLE IN EAST END OF A CONCRETE RAMP TO A BARN, 92
 OG0527'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 104, 20 FEET EAST OF THE
 OG0527'NORTHWEST CORNER OF THE BARN, 0.8 FEET WEST OF THE EAST END OF
 OG0527'THE CONCRETE RAMP, STAMPED ET ANDY 1972 RM 2.
 OG0527'
 OG0527'AZIMUTH MARK IS 0.1 MILE EAST OF STATION, ON PROPERTY OF
 OG0527'EDWARD FISHER AT HOUSE NO. 9331, 43 FEET EAST OF POWER POLE NO.
 OG0527'254, 31.5 FEET NORTH OF CENTERLINE OF HIGHWAY 104, 24 FEET WEST
 OG0527'OF CENTERLINE OF DRIVE NORTH, 9 FEET WEST OF 18-INCH MAPLE TREE,
 OG0527'1 FOOT SOUTH OF METAL WITNESS POST, STAMPED ET ANDY 1972 AZIMUTH
 OG0527'MARK.
 OG0527'
 OG0527'STATION MARK AND AZIMUTH MARK ARE FLUSH WITH THE GROUND,
 OG0527'STANDARD TABLETS CRIMPED ON 1/2-INCH COPPER-COATED STEEL RODS
 OG0527'DRIVEN TO REFUSAL, CENTERED IN 6-INCH DIAMETER TILES 12-INCHES
 OG0527'LONG FILLED WITH GRAVEL TO WITHIN 1-INCH OF CAP.
 OG0527'
 OG0527'HEIGHT OF LIGHT ABOVE STATION MARK 5.45 FT.
 OG0527
 OG0527                          STATION RECOVERY (1990)
 OG0527
 OG0527'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 OG0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4395 ***********************************************************************
 LX4395  DESIGNATION -  ANGIE RESET
 LX4395  PID         -  LX4395
 LX4395  STATE/COUNTY-  NY/ORANGE
 LX4395  USGS QUAD   -  WEST POINT (1981)
 LX4395
 LX4395                         *CURRENT SURVEY CONTROL
 LX4395  ___________________________________________________________________
 LX4395* NAD 83(1996)-  41 26 08.23746(N)    073 59 08.34125(W)     ADJUSTED  
 LX4395* NAVD 88     -       109.4    (meters)     359.     (feet)  VERTCON   
 LX4395  ___________________________________________________________________
 LX4395  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 LX4395  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LX4395
 LX4395  HORZ ORDER  -  THIRD
 LX4395
 LX4395.The horizontal coordinates were established by classical geodetic methods
 LX4395.and adjusted by the National Geodetic Survey in January 1999..
 LX4395
 LX4395.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4395
 LX4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4395
 LX4395.The geoid height was determined by GEOID03.
 LX4395
 LX4395;                    North         East     Units Scale Factor Converg.
 LX4395;SPC NY E     -   289,049.718   192,984.504   MT  0.99992273   +0 20 25.4
 LX4395;SPC NY E     -   948,323.95    633,149.99   sFT  0.99992273   +0 20 25.4
 LX4395;UTM  18      - 4,587,613.478   584,744.780   MT  0.99968838   +0 40 16.7
 LX4395
 LX4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4395!SPC NY E     -   0.99998778  x   0.99992273  =   0.99991051
 LX4395!UTM  18      -   0.99998778  x   0.99968838  =   0.99967617
 LX4395
 LX4395|---------------------------------------------------------------------|
 LX4395| PID    Reference Object                     Distance      Geod. Az  |
 LX4395|                                                           dddmmss.s |
 LX4395| AI8655 ANGIE RM 2                           15.945 METERS 00814     |
 LX4395| AI8654 ANGIE RM 1                           16.650 METERS 08947     |
 LX4395| LX4368 COLD SPRING METH EPIS CH SPIRE      APPROX. 3.2 KM 1182837.2 |
 LX4395| LX4371 COLD SPRING EPIS CH CROSS           APPROX. 3.2 KM 1244604.6 |
 LX4395| LY2492 NEWBURGH EPIPHANY APOS COLL TR      APPROX. 7.1 KM 3120909.6 |
 LX4395| LY2499 NEWBURGH SHIPYARD TANK              APPROX. 5.7 KM 3375515.3 |
 LX4395| LX4415 POLLELPEL ISLAND LIGHT              APPROX. 2.2 KM 3480543.5 |
 LX4395| LX4398 CASTLE                              APPROX. 2.3 KM 3545532.2 |
 LX4395|---------------------------------------------------------------------|
 LX4395
 LX4395                          SUPERSEDED SURVEY CONTROL
 LX4395
 LX4395  NAD 83(1986)-  41 26 08.23921(N)    073 59 08.34370(W) AD(       ) 3
 LX4395  NAD 27      -  41 26 07.90400(N)    073 59 09.83500(W) AD(       ) 3
 LX4395  NGVD 29 (07/19/86)  109.7    (m)          360.     (f) VERT ANG       
 LX4395
 LX4395.Superseded values are not recommended for survey control.
 LX4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4395.See file dsdata.txt to determine how the superseded data were derived.
 LX4395
 LX4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8474587613(NAD 83)
 LX4395_MARKER: DH = HORIZONTAL CONTROL DISK
 LX4395_SETTING: 66 = SET IN ROCK OUTCROP
 LX4395_STAMPING: ANGIE 1933 1984
 LX4395_MARK LOGO: NGS   
 LX4395_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4395+STABILITY: POSITION/ELEVATION WELL
 LX4395
 LX4395  HISTORY     - Date     Condition        Report By
 LX4395  HISTORY     - 1984     MONUMENTED       NGS
 LX4395
 LX4395                          STATION DESCRIPTION
 LX4395
 LX4395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LX4395'THE STEM FOR THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 LX4395'RECOVERED.  A NEW STATION MARK DISK WAS SET IN THE CENTER OF THE DRILL
 LX4395'HOLE AFTER THE STEM WAS REMOVED.  THE DIRECTIONS TO THE REFERENCE
 LX4395'MARKS CHECKS.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A SHORTER
 LX4395'DISTANCE OF 2.0 FT (0.6 M) WAS NOTED TO REFERENCE MARK 1. THE MARK HAS
 LX4395'NOT MOVED SO IT WAS PROBABLY MIS-MEASURED IN 1933.  A NEW DESCRIPTION
 LX4395'FOLLOWS.
 LX4395'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF
 LX4395'CORNWALL-ON-HUDSON, ON THE WEST SIDE OF THE HUDSON RIVER, ON A VERY
 LX4395'HIGH CLIFF OVERLOOKING THE RIVER AND JUST TO THE NORTH OF A PARKING
 LX4395'AREA AND TO THE EAST OF A STONE WALL.  TO REACH THE STATION FROM THE
 LX4395'POST OFFICE, IN CORNWALL-ON-HUDSON, GO SOUTHEAST ON STATE HIGHWAY 218
 LX4395'FOR 2.8 KM (1.75 MI) TO THE STATION ON THE LEFT.
 LX4395'THE STATION IS A STANDARD NGS DISK STAMPED--ANGIE 1933 1984--, SET
 LX4395'INTO A ROCK LEDGE 4.0 FT (1.2 M) LARGEST DIMENSION LOCATED 198.0 FT
 LX4395'(60.4 M) N FROM THE CENTER OF THE PARKING AREA ON EAST SIDE OF
 LX4395'HIGHWAY, 21.5 FT (6.6 M) E FROM THE CENTER OF THE HIGHWAY, AND 5.5 FT
 LX4395'(1.7 M) E FROM THE CENTER OF THE STONE WALL.
 LX4395'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ANGIE 1 1933--,
 LX4395'CEMENTED VERTICALLY IN A DRILL HOLE IN THE ROCK FACE OF THE CLIFF ON
 LX4395'THE WEST SIDE OF THE HIGHWAY AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 LX4395'ROAD LOCATED 15.5 FT (4.7 M) W FROM THE CENTER OF THE HIGHWAY AND 1.0
 LX4395'FT (0.3 M) LOWER THAN THE STATION.
 LX4395'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ANGIE 2 1933--,
 LX4395'CEMENTED VERTICALLY IN A DRILL HOLE IN THE ROCK FACE OF THE CLIFF ON
 LX4395'THE WEST SIDE OF THE HIGHWAY AND 1.4 M (4.6 FT) ABOVE LEVEL OF ROAD
 LX4395'LOCATED 14.0 FT (4.3 M) W FROM THE CENTER OF THE HIGHWAY, AND 2.0 FT
 LX4395'(0.6 M) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0519 ***********************************************************************
 NC0519  DESIGNATION -  ANGOLA
 NC0519  PID         -  NC0519
 NC0519  STATE/COUNTY-  NY/ERIE
 NC0519  USGS QUAD   -  ANGOLA (1960)
 NC0519
 NC0519                         *CURRENT SURVEY CONTROL
 NC0519  ___________________________________________________________________
 NC0519* NAD 83(1986)-  42 38 18.     (N)    079 01 39.     (W)     SCALED    
 NC0519* NAVD 88     -       209.958  (meters)     688.84   (feet)  ADJUSTED  
 NC0519  ___________________________________________________________________
 NC0519  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NC0519  DYNAMIC HT  -         209.896 (meters)     688.63  (feet)  COMP
 NC0519  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 NC0519
 NC0519  VERT ORDER  -  FIRST     CLASS II
 NC0519
 NC0519.The horizontal coordinates were scaled from a topographic map and have
 NC0519.an estimated accuracy of +/- 6 seconds.
 NC0519
 NC0519.The orthometric height was determined by differential leveling
 NC0519.and adjusted by the National Geodetic Survey in June 1991..
 NC0519
 NC0519.The geoid height was determined by GEOID03.
 NC0519
 NC0519.The dynamic height is computed by dividing the NAVD 88
 NC0519.geopotential number by the normal gravity value computed on the
 NC0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0519.degrees latitude (g = 980.6199 gals.).
 NC0519
 NC0519.The modeled gravity was interpolated from observed gravity values.
 NC0519
 NC0519;                    North         East    Units  Estimated Accuracy
 NC0519;SPC NY W     -   293,090.      313,570.      MT  (+/- 180 meters Scaled)
 NC0519
 NC0519                          SUPERSEDED SURVEY CONTROL
 NC0519
 NC0519  NGVD 29 (06/03/92)  210.087  (m)          689.26   (f) ADJUSTED    1 2
 NC0519
 NC0519.Superseded values are not recommended for survey control.
 NC0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0519.See file dsdata.txt to determine how the superseded data were derived.
 NC0519
 NC0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH617225(NAD 83)
 NC0519_MARKER: DB = BENCH MARK DISK
 NC0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0519_SP_SET: BUILDING
 NC0519_STAMPING: ANGOLA 1934
 NC0519_MARK LOGO: CGS   
 NC0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0519
 NC0519  HISTORY     - Date     Condition        Report By
 NC0519  HISTORY     - 1934     MONUMENTED       CGS
 NC0519  HISTORY     - 1973     GOOD             NGS
 NC0519  HISTORY     - 1983     GOOD             NGS
 NC0519  HISTORY     - 19941029 GOOD             USPSQD
 NC0519  HISTORY     - 20050608 GOOD             NYDT
 NC0519
 NC0519                          STATION DESCRIPTION
 NC0519
 NC0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0519'IN ANGOLA.
 NC0519'AT ANGOLA, ERIE COUNTY, AT THE NORTH END OF LAKE STREET, ON THE NORTH
 NC0519'SIDE OF NORTH MAIN STREET, AT ANGOLA FIRE HALL, IN THE SOUTH WALL,
 NC0519'2-1/2-FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT
 NC0519'4-1/2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED ANGOLA 1934
 NC0519'AND SET VERTICALLY.
 NC0519
 NC0519                          STATION RECOVERY (1973)
 NC0519
 NC0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NC0519'RECOVERED IN GOOD CONDITION.
 NC0519
 NC0519                          STATION RECOVERY (1983)
 NC0519
 NC0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0519'RECOVERED IN GOOD CONDITION.
 NC0519
 NC0519                          STATION RECOVERY (1994)
 NC0519
 NC0519'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0519'RECOVERED IN GOOD CONDITION.
 NC0519
 NC0519                          STATION RECOVERY (2005)
 NC0519
 NC0519'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (KJT)
 NC0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1675 ***********************************************************************
 NC1675  DESIGNATION -  ANGOLA NE STANDPIPE
 NC1675  PID         -  NC1675
 NC1675  STATE/COUNTY-  NY/ERIE
 NC1675  USGS QUAD   -  ANGOLA (1960)
 NC1675
 NC1675                         *CURRENT SURVEY CONTROL
 NC1675  ___________________________________________________________________
 NC1675* NAD 83(1996)-  42 38 15.36796(N)    079 01 51.07230(W)     ADJUSTED  
 NC1675* NAVD 88     -                                                        
 NC1675  ___________________________________________________________________
 NC1675  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 NC1675  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NC1675
 NC1675  HORZ ORDER  -  THIRD
 NC1675
 NC1675.The horizontal coordinates were established by classical geodetic methods
 NC1675.and adjusted by the National Geodetic Survey in January 1999..
 NC1675
 NC1675
 NC1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1675
 NC1675.The geoid height was determined by GEOID03.
 NC1675
 NC1675;                    North         East     Units Scale Factor Converg.
 NC1675;SPC NY W     -   293,011.154   313,297.318   MT  0.99995407   -0 18 11.3
 NC1675;SPC NY W     -   961,320.76  1,027,876.28   sFT  0.99995407   -0 18 11.3
 NC1675;UTM  17      - 4,722,451.982   661,444.602   MT  0.99992068   +1 20 02.8
 NC1675
 NC1675                          SUPERSEDED SURVEY CONTROL
 NC1675
 NC1675  NAD 83(1986)-  42 38 15.37391(N)    079 01 51.06855(W) AD(       ) 4
 NC1675  NAD 27      -  42 38 15.16117(N)    079 01 51.93257(W) AD(       ) 3
 NC1675
 NC1675.Superseded values are not recommended for survey control.
 NC1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1675.See file dsdata.txt to determine how the superseded data were derived.
 NC1675
 NC1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6144522452(NAD 83)
 NC1675_MARKER: 52 = STANDPIPE TANK
 NC1675
 NC1675  HISTORY     - Date     Condition        Report By
 NC1675  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1675  HISTORY     - 1983     GOOD             USPSQD
 NC1675  HISTORY     - 1988     GOOD             USPSQD
 NC1675  HISTORY     - 19941029 GOOD             USPSQD
 NC1675
 NC1675                          STATION DESCRIPTION
 NC1675
 NC1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1675'ANGOLA NORTHEAST WATER STANDPIPE IS THE NORTHEAST ONE OF TWO,
 NC1675'100 FEET HIGH AND IS PAINTED GRAY.
 NC1675'
 NC1675'STATION IS THE VENT ATOP THE STANDPIPE AND IS LOCATED IN THE
 NC1675'WEST SECTION OF THE VILLAGE OF ANGOLA.
 NC1675
 NC1675                          STATION RECOVERY (1983)
 NC1675
 NC1675'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1675'ANGOLA NE STANDPIPE RECOVERED GOOD.
 NC1675'
 NC1675'DESCRIPTION ACCURATE.
 NC1675
 NC1675                          STATION RECOVERY (1988)
 NC1675
 NC1675'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCD)
 NC1675'RECOVERED IN GOOD CONDITION.
 NC1675
 NC1675                          STATION RECOVERY (1994)
 NC1675
 NC1675'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2441 ***********************************************************************
 MZ2441  DESIGNATION -  ANN LEE
 MZ2441  PID         -  MZ2441
 MZ2441  STATE/COUNTY-  NY/ALBANY
 MZ2441  USGS QUAD   -  ALBANY (1980)
 MZ2441
 MZ2441                         *CURRENT SURVEY CONTROL
 MZ2441  ___________________________________________________________________
 MZ2441* NAD 83(1996)-  42 44 28.17353(N)    073 49 18.17298(W)     ADJUSTED  
 MZ2441* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 MZ2441  ___________________________________________________________________
 MZ2441  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MZ2441  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ2441
 MZ2441  HORZ ORDER  -  THIRD
 MZ2441
 MZ2441.The horizontal coordinates were established by classical geodetic methods
 MZ2441.and adjusted by the National Geodetic Survey in January 1999..
 MZ2441
 MZ2441.The orthometric height was scaled from a topographic map.
 MZ2441
 MZ2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2441
 MZ2441.The geoid height was determined by GEOID03.
 MZ2441
 MZ2441;                    North         East     Units Scale Factor Converg.
 MZ2441;SPC NY E     -   434,143.251   205,534.183   MT  0.99993793   +0 27 37.3
 MZ2441;SPC NY E     - 1,424,351.65    674,323.40   sFT  0.99993793   +0 27 37.3
 MZ2441;UTM  18      - 4,732,744.715   596,442.792   MT  0.99971443   +0 47 59.1
 MZ2441
 MZ2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2441!SPC NY E     -   0.99998754  x   0.99993793  =   0.99992547
 MZ2441!UTM  18      -   0.99998754  x   0.99971443  =   0.99970197
 MZ2441
 MZ2441:                Primary Azimuth Mark                     Grid Az
 MZ2441:SPC NY E     -  LATHAM MUNICIPAL STANDPIPE               051 35 28.7
 MZ2441:UTM  18      -  LATHAM MUNICIPAL STANDPIPE               051 15 06.9
 MZ2441
 MZ2441|---------------------------------------------------------------------|
 MZ2441| PID    Reference Object                     Distance      Geod. Az  |
 MZ2441|                                                           dddmmss.s |
 MZ2441| MZ2583 LATHAM MUNICIPAL STANDPIPE          APPROX. 7.3 KM 0520306.0 |
 MZ2441| DA2890 ANN LEE RM 2                         24.805 METERS 07650     |
 MZ2441| MZ2445 LATHAM MUNICIPAL TANK               APPROX. 4.6 KM 0784044.4 |
 MZ2441| DA2888 ANN LEE AZ MK                                      0972102.3 |
 MZ2441| MZ2451 LOUDENVILLE MUNICIPAL TANK          APPROX. 7.5 KM 1370151.0 |
 MZ2441| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX.10.9 KM 1521928.8 |
 MZ2441| MZ2443 ALBANY SAINT PATRICKS CH SPIRE      APPROX. 9.5 KM 1541451.5 |
 MZ2441| MZ2442 ALBANY NYS DEPT OF HEALTH STK       APPROX.10.6 KM 1611336.3 |
 MZ2441| DA2889 ANN LEE RM 1                         36.570 METERS 20548     |
 MZ2441| MZ2599 NISKAYUNA MUNICIPAL TANK            APPROX. 8.5 KM 3242601.5 |
 MZ2441|---------------------------------------------------------------------|
 MZ2441
 MZ2441                          SUPERSEDED SURVEY CONTROL
 MZ2441
 MZ2441  NAD 83(1996)-  42 44 28.17615(N)    073 49 18.17392(W) AD(       ) 3
 MZ2441  NAD 83(1996)-  42 44 28.17643(N)    073 49 18.17408(W) AD(       ) 3
 MZ2441  NAD 83(1992)-  42 44 28.17662(N)    073 49 18.17382(W) AD(       ) 3
 MZ2441  NAD 83(1992)-  42 44 28.17685(N)    073 49 18.17394(W) AD(       ) 3
 MZ2441  NAD 83(1986)-  42 44 28.17719(N)    073 49 18.17339(W) AD(       ) 3
 MZ2441  NAD 27      -  42 44 27.89597(N)    073 49 19.73366(W) AD(       ) 3
 MZ2441
 MZ2441.Superseded values are not recommended for survey control.
 MZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2441.See file dsdata.txt to determine how the superseded data were derived.
 MZ2441
 MZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9644332745(NAD 83)
 MZ2441_MARKER: DS = TRIANGULATION STATION DISK
 MZ2441_SETTING: 0 = UNSPECIFIED SETTING
 MZ2441_STAMPING: ANN LEE 1942
 MZ2441_MARK LOGO: CGS   
 MZ2441_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2441
 MZ2441  HISTORY     - Date     Condition        Report By
 MZ2441  HISTORY     - 1942     MONUMENTED       CGS
 MZ2441  HISTORY     - 1961     GOOD             CGS
 MZ2441  HISTORY     - 1966     GOOD             CGS
 MZ2441  HISTORY     - 19940708 GOOD             NYDPW
 MZ2441
 MZ2441                          STATION DESCRIPTION
 MZ2441
 MZ2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2441'STATION IS LOCATED ABOUT 6.0 MILES N OF ALBANY, 0.7 MILES W OF
 MZ2441'THE ALBANY AIRPORT AND 0.15 MILE N OF STATE HIGHWAY NO. 155.  THE
 MZ2441'MARK IS SET IN THE NW EDGE OF A CULTIVATED FIELD, 55.5 FEET E
 MZ2441'OF N.Y.P. POLE NO. 3, 53 FEET E OF THE CENTERLINE OF A N-S TRACK
 MZ2441'ROAD AND 15.86 FEET S OF A REFERENCE POST.  THE MARK IS SET 12
 MZ2441'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED ANN LEE
 MZ2441'1942.
 MZ2441'
 MZ2441'REFERENCE MARK NO. 1 IS 119.98 FEET SW OF THE STATION AND 10
 MZ2441'FEET W OF THE CENTERLINE OF THE N-S TRACK ROAD.  THE DISK IS
 MZ2441'STAMPED ANN LEE NO. 1 1942.
 MZ2441'
 MZ2441'REFERENCE MARK NO. 2 IS 81.38 FEET E OF THE STATION IN AN
 MZ2441'E-W FENCE LINE AT THE N EDGE OF THE CULTIVATED FIELD.  THE MARK IS
 MZ2441'STAMPED ANN LEE NO. 2 1942.
 MZ2441'
 MZ2441'THE AZIMUTH MARK IS APPROXIMATELY 1.7 MILES E OF THE STATION
 MZ2441'IN THE SE CORNER OF THE ALBANY AIRPORT.  THE MARK IS SET 23.0 FEET
 MZ2441'N OF THE CENTERLINE OF STATE HIGHWAY NO. 155, 7.2 FEET NE OF A
 MZ2441'SIGN POST ALBANY AIRPORT AND 4.4 FEET N OF A REFERENCE POST.  THE
 MZ2441'DISK IS STAMPED ANN LEE 1942.
 MZ2441'
 MZ2441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 5 AND
 MZ2441'9 IN THE W END OF THE CITY OF ALBANY, GO N ON U.S. ROUTE 9 FOR
 MZ2441'6.0 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 155, TURN LEFT
 MZ2441'ON ROUTE 155 FOR 2.1 MILES TO A SIGN ON THE RIGHT ALBANY AIRPORT
 MZ2441'AND THE AZIMUTH MARK IN THE SE CORNER OF THE AIRPORT,
 MZ2441'CONTINUE STRAIGHT AHEAD ON ROUTE 155, PASSING THE AIRPORT
 MZ2441'ENTRANCE AND THE ANN LEE HOME ON THE RIGHT, FOR 1.0 MILE TO A
 MZ2441'DIRT T ROAD RIGHT.  TURN RIGHT AND FOLLOW A TRACK ROAD ALONG
 MZ2441'THE W SIDE OF A CULTIVATED FIELD FOR 0.15 MILE TO THE STATION
 MZ2441'AS DESCRIBED.
 MZ2441'
 MZ2441'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MZ2441
 MZ2441                          STATION RECOVERY (1961)
 MZ2441
 MZ2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT)
 MZ2441'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 MZ2441'FOUND TO BE IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 MZ2441'MARKS WAS VERIFIED BY ROUGH MEASUREMENTS (BRUSH ON LINE).  AN
 MZ2441'INSTRUMENT WAS NOT SET UP SO THE DIRECTIONS WAS NOT VERIFIED.  THE
 MZ2441'1942 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 MZ2441
 MZ2441                          STATION RECOVERY (1966)
 MZ2441
 MZ2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EPJ)
 MZ2441'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH RMS 1 AND 2 AS
 MZ2441'DESCRIBED.  THE AZIMUTH MARK WAS ALSO RECOVERED IN GOOD CONDITION.
 MZ2441
 MZ2441                          STATION RECOVERY (1994)
 MZ2441
 MZ2441'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1994 (JO)
 MZ2441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1884 ***********************************************************************
 NB1884  DESIGNATION -  ANSLEY RESET
 NB1884  PID         -  NB1884
 NB1884  STATE/COUNTY-  NY/YATES
 NB1884  USGS QUAD   -  PENN YAN (1976)
 NB1884
 NB1884                         *CURRENT SURVEY CONTROL
 NB1884  ___________________________________________________________________
 NB1884* NAD 83(1996)-  42 38 26.72061(N)    077 07 09.45117(W)     ADJUSTED  
 NB1884* NAVD 88     -       424.8    (meters)    1394.     (feet)  VERTCON   
 NB1884  ___________________________________________________________________
 NB1884  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NB1884  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NB1884
 NB1884  HORZ ORDER  -  FIRST
 NB1884
 NB1884.The horizontal coordinates were established by classical geodetic methods
 NB1884.and adjusted by the National Geodetic Survey in January 1999..
 NB1884
 NB1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1884
 NB1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1884
 NB1884.The geoid height was determined by GEOID03.
 NB1884
 NB1884;                    North         East     Units Scale Factor Converg.
 NB1884;SPC NY C     -   293,403.610   206,046.366   MT  0.99996126   -0 21 47.0
 NB1884;SPC NY C     -   962,608.34    676,003.79   sFT  0.99996126   -0 21 47.0
 NB1884;UTM  18      - 4,723,099.806   326,253.736   MT  0.99997141   -1 26 09.5
 NB1884
 NB1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1884!SPC NY C     -   0.99993866  x   0.99996126  =   0.99989992
 NB1884!UTM  18      -   0.99993866  x   0.99997141  =   0.99991007
 NB1884
 NB1884:                Primary Azimuth Mark                     Grid Az
 NB1884:SPC NY C     -  HALL LIBBY WATER TANK                    014 02 59.8
 NB1884:UTM  18      -  HALL LIBBY WATER TANK                    015 07 22.3
 NB1884
 NB1884|---------------------------------------------------------------------|
 NB1884| PID    Reference Object                     Distance      Geod. Az  |
 NB1884|                                                           dddmmss.s |
 NB1884| NB1871 HALL LIBBY WATER TANK               APPROX.18.0 KM 0134112.8 |
 NB1884| NB1870 HALL CONG CHURCH SPIRE              APPROX.17.5 KM 0141718.0 |
 NB1884| AI8964 ANSLEY RM 1                          47.534 METERS 03950     |
 NB1884| AI8966 ANSLEY AZ MK                                       0805707.5 |
 NB1884| AI8965 ANSLEY RM 2                          34.671 METERS 08714     |
 NB1884| NB1887 KEUKA COLLEGE TANK                  APPROX. 3.6 KM 1381209.3 |
 NB1884|---------------------------------------------------------------------|
 NB1884
 NB1884                          SUPERSEDED SURVEY CONTROL
 NB1884
 NB1884  NAD 83(1986)-  42 38 26.72870(N)    077 07 09.44714(W) AD(       ) 1
 NB1884  NAD 27      -  42 38 26.47400(N)    077 07 10.54400(W) AD(       ) 1
 NB1884  NGVD 29 (07/19/86)  425.0    (m)         1394.     (f) VERT ANG       
 NB1884
 NB1884.Superseded values are not recommended for survey control.
 NB1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1884.See file dsdata.txt to determine how the superseded data were derived.
 NB1884
 NB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN2625423100(NAD 83)
 NB1884_MARKER: DH = HORIZONTAL CONTROL DISK
 NB1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1884_STAMPING: ANSLEY 1939 1984
 NB1884_MARK LOGO: NGS   
 NB1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1884+STABILITY: SURFACE MOTION
 NB1884
 NB1884  HISTORY     - Date     Condition        Report By
 NB1884  HISTORY     - 1984     MONUMENTED       NGS
 NB1884  HISTORY     - 1990     GOOD             USPSQD
 NB1884
 NB1884                          STATION DESCRIPTION
 NB1884
 NB1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NB1884'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 NB1884'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED AND HAS BEEN
 NB1884'DESTROYED.  THE AZIMUTH MARK WAS FOUND TILTED OVER AND LOOSE IN THE
 NB1884'GROUND.  THE MARK WAS STRAIGHTENED UP AND USED AS AZIMUTH MARK 2.  A
 NB1884'NEW SURFACE STATION MARK WAS SET, BUT LEFT 14-INCHES UNDERGROUND SO
 NB1884'THE FIELD COULD BE CULTIVATED.  REFERENCE MARK 3 WAS ESTABLISHED AT
 NB1884'THIS TIME.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED. A
 NB1884'NEW DESCRIPTION FOLLOWS.
 NB1884'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) WEST SOUTHWEST OF PENN
 NB1884'YAN, 4.0 KM (2.50 MI) NORTHWEST OF KEUKA PARK AND ON A HIGH RIDGE.
 NB1884'OWNERSHIP- MELVIN M HOOVER, COUNTY HOUSE ROAD, PEN YAN, NEW YORK,
 NB1884'14527.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 364
 NB1884'AND 14A, IN THE NORTHWEST SECTION OF PENN YAN, GO WEST ON HIGHWAY 36Y
 NB1884'FOR 0.5 KM (0.30 MI) TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST
 NB1884'ON A PAVED ROAD FOR 0.6 KM (0.35 MI) TO A FORK.  TAKE THE LEFT FORK
 NB1884'AND CONTINUE WESTERLY ON A PAVED ROAD FOR 4.7 KM (2.90 MI) TO THE
 NB1884'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE PAVED ROAD FOR 0.4 KM
 NB1884'(0.25 MI) TO THE STATION ON THE RIGHT, IN A CULTIVATED FIELD.
 NB1884'THE STATION IS A STANDARD NGS DISK STAMPED--ANSLEY 1939 1984--, SET
 NB1884'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 16 INCHES (41 CM) IN
 NB1884'DIAMETER, RECESSED 14 INCHES (36 CM) BELOW THE GROUND. LOCATED 151.0
 NB1884'FT (46.0 M) WSW FROM THE SOUTHWEST CORNER OF THE HOUSE, 120.0 FT (36.6
 NB1884'M) W FROM A TELEPHONE POLE NUMBERED 52, 94.5 FT (28.8 M) NE FROM
 NB1884'POWERLINE POLE NUMBER 53 AND 34.0 FT (10.4 M) N FROM THE CENTER OF THE
 NB1884'PAVED ROAD. UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--ANSLEY
 NB1884'1939--, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 3.0 FT (0.9
 NB1884'M) BELOW THE SURFACE.
 NB1884'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--ANSLEY NO 2
 NB1884'1939--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 NB1884'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED
 NB1884'57.0 FT (17.4 M) SSW FROM THE SOUTHWEST CORNER OF THE HOUSE, 29.0 FT
 NB1884'(8.8 M) N FROM THE CENTER OF THE PAVED ROAD, 7.5 FT (2.3 M) WNW FROM
 NB1884'THE TELEPHONE POLE AND 1.0 FT (0.3 M) HIGHER THAN THE STATION.
 NB1884'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ANSLEY 1939 NO 3
 NB1884'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 NB1884'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 143.5 FT (43.7 M) N FROM
 NB1884'THE CENTER OF THE PAVED ROAD, 81.5 FT (24.8 M) NW FROM THE SOUTHWEST
 NB1884'CORNER OF THE HOUSE, 49.5 FT (15.1 M) WNW FROM THE NORTHWEST CORNER OF
 NB1884'THE HOUSE, 40.0 FT (12.2 M) S FROM THE EXTENDED SOUTH SIDE OF A SILO
 NB1884'AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 NB1884'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--ANSLEY 1939 NO 2
 NB1884'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 NB1884'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED
 NB1884'52.5 FT (16.0 M) N FROM THE CENTER OF THE PAVED ROAD, CENTER OF THE
 NB1884'PAVED ROAD, 26.5 FT (8.1 M) N FROM POWERLINE POLE NUMBER 57450, 28.0
 NB1884'FT (8.5 M) E FROM THE CENTER OF A GRAVELED DRIVEWAY AND 1.0 FT (0.3 M)
 NB1884'S FROM A CARSONITE WITNESS POST AND SIGN.
 NB1884
 NB1884                          STATION RECOVERY (1990)
 NB1884
 NB1884'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0296 ***********************************************************************
 OF0296  DESIGNATION -  ANT
 OF0296  PID         -  OF0296
 OF0296  STATE/COUNTY-  NY/ONONDAGA
 OF0296  USGS QUAD   -  SYRACUSE EAST (1978)
 OF0296
 OF0296                         *CURRENT SURVEY CONTROL
 OF0296  ___________________________________________________________________
 OF0296* NAD 83(1986)-  43 07 19.     (N)    076 07 07.     (W)     SCALED    
 OF0296* NAVD 88     -       125.228  (meters)     410.85   (feet)  ADJUSTED  
 OF0296  ___________________________________________________________________
 OF0296  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OF0296  DYNAMIC HT  -         125.199 (meters)     410.76  (feet)  COMP
 OF0296  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 OF0296
 OF0296  VERT ORDER  -  SECOND    CLASS 0
 OF0296
 OF0296.This mark is at Syracuse Airport (SYR)
 OF0296
 OF0296.The horizontal coordinates were scaled from a topographic map and have
 OF0296.an estimated accuracy of +/- 6 seconds.
 OF0296
 OF0296.The orthometric height was determined by differential leveling
 OF0296.and adjusted by the National Geodetic Survey in June 1991..
 OF0296
 OF0296.The geoid height was determined by GEOID03.
 OF0296
 OF0296.The dynamic height is computed by dividing the NAVD 88
 OF0296.geopotential number by the normal gravity value computed on the
 OF0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0296.degrees latitude (g = 980.6199 gals.).
 OF0296
 OF0296.The modeled gravity was interpolated from observed gravity values.
 OF0296
 OF0296;                    North         East    Units  Estimated Accuracy
 OF0296;SPC NY C     -   346,820.      287,820.      MT  (+/- 180 meters Scaled)
 OF0296
 OF0296                          SUPERSEDED SURVEY CONTROL
 OF0296
 OF0296  NGVD 29 (??/??/92)  125.41   (m)          411.4    (f) COMPUTED    2 0
 OF0296
 OF0296.Superseded values are not recommended for survey control.
 OF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0296.See file dsdata.txt to determine how the superseded data were derived.
 OF0296
 OF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN090749(NAD 83)
 OF0296_MARKER: Z = SEE DESCRIPTION
 OF0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0296_SP_SET: CONCRETE BASE
 OF0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0296
 OF0296  HISTORY     - Date     Condition        Report By
 OF0296  HISTORY     - UNK      MONUMENTED       USAF
 OF0296  HISTORY     - 1956     GOOD             NGS
 OF0296  HISTORY     - 20010827 MARK NOT FOUND   NGS
 OF0296
 OF0296                          STATION DESCRIPTION
 OF0296
 OF0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OF0296'5 MI NE FROM SYRACUSE.
 OF0296'ABOUT 5 MILES NORTHEAST OF SYRACUSE, AT HANCOCK FIELD, ABOUT 0.15
 OF0296'MILE SOUTH OF VINE STREET, AT AN ASTRO DOME ON FIELD, THE TOP OF A
 OF0296'CONCRETE BASE, BETWEEN TWO BOLTS (BASE IS SAID TO BE FOR ANTENNA),
 OF0296'189 FEET NORTH OF HANCOCK NE BASE RM NO. 2, 101 FEET NORTH-NORTHWEST
 OF0296'OF FENCE AROUND DOME.
 OF0296
 OF0296                          STATION RECOVERY (2001)
 OF0296
 OF0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 OF0296'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE MARK WAS SAID
 OF0296'TO BE LOST
 OF0296'WITH AIRPORT CONSTRUCTION.
 OF0296' 
 OF0296' 
 OF0296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5306 ***********************************************************************
 LX5306  DESIGNATION -  ANTENNA
 LX5306  PID         -  LX5306
 LX5306  STATE/COUNTY-  NY/SUFFOLK
 LX5306  USGS QUAD   -  NEW LONDON (1984)
 LX5306
 LX5306                         *CURRENT SURVEY CONTROL
 LX5306  ___________________________________________________________________
 LX5306* NAD 83(1996)-  41 15 14.48922(N)    072 00 18.10771(W)     ADJUSTED  
 LX5306* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 LX5306  ___________________________________________________________________
 LX5306  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LX5306  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5306
 LX5306  HORZ ORDER  -  SECOND
 LX5306
 LX5306.The horizontal coordinates were established by classical geodetic methods
 LX5306.and adjusted by the National Geodetic Survey in January 1999..
 LX5306
 LX5306.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5306
 LX5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5306
 LX5306.The geoid height was determined by GEOID03.
 LX5306
 LX5306;                    North         East     Units Scale Factor Converg.
 LX5306;SPC NY L     -   122,654.737   467,189.947   MT  1.00001971   +1 18 17.5
 LX5306;SPC NY L     -   402,409.75  1,532,772.35   sFT  1.00001971   +1 18 17.5
 LX5306;UTM  18      - 4,571,283.456   750,927.138   MT  1.00037498   +1 58 33.3
 LX5306;UTM  19      - 4,571,312.586   248,229.919   MT  1.00038019   -1 58 57.2
 LX5306
 LX5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5306!SPC NY L     -   1.00000400  x   1.00001971  =   1.00002371
 LX5306!UTM  18      -   1.00000400  x   1.00037498  =   1.00037898
 LX5306!UTM  19      -   1.00000400  x   1.00038019  =   1.00038419
 LX5306
 LX5306|---------------------------------------------------------------------|
 LX5306| PID    Reference Object                     Distance      Geod. Az  |
 LX5306|                                                           dddmmss.s |
 LX5306| CZ6936 ANTENNA RM 2                          7.804 METERS 08244     |
 LX5306| CZ6937 ANTENNA RM 3                          7.716 METERS 17244     |
 LX5306| LX5557 LITTLE GULL ISLAND LIGHTHOUSE       APPROX.10.0 KM 2381434.0 |
 LX5306| LX5263 MILE                                APPROX. 1.6 KM 2624325.1 |
 LX5306| CZ6938 ANTENNA RM 4                          7.743 METERS 26244     |
 LX5306| LX5178 SCOPE                               413.546 METERS 2975358.6 |
 LX5306| LX5287 HECP FLAGPOLE                       423.690 METERS 3002341.9 |
 LX5306| CZ6935 ANTENNA RM 1                          7.776 METERS 30243     |
 LX5306|---------------------------------------------------------------------|
 LX5306
 LX5306                          SUPERSEDED SURVEY CONTROL
 LX5306
 LX5306  NAD 83(1996)-  41 15 14.48922(N)    072 00 18.10777(W) AD(       ) 2
 LX5306  NAD 83(1992)-  41 15 14.48781(N)    072 00 18.10701(W) AD(       ) 2
 LX5306  NAD 83(1986)-  41 15 14.48910(N)    072 00 18.11259(W) AD(       ) 2
 LX5306  NAD 27      -  41 15 14.13200(N)    072 00 19.84955(W) AD(       ) 2
 LX5306  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 LX5306
 LX5306.Superseded values are not recommended for survey control.
 LX5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5306.See file dsdata.txt to determine how the superseded data were derived.
 LX5306
 LX5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5092771283(NAD 83)
 LX5306_MARKER: Z = SEE DESCRIPTION
 LX5306_SETTING: 0 = UNSPECIFIED SETTING
 LX5306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5306
 LX5306  HISTORY     - Date     Condition        Report By
 LX5306  HISTORY     - 1968     MONUMENTED       CGS
 LX5306
 LX5306                          STATION DESCRIPTION
 LX5306
 LX5306'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JD)
 LX5306'STATION IS ON THE GROUNDS OF THE NAVAL EXPERIMENTAL STATION ON
 LX5306'THE SOUTH SHORE OF FISHERS ISLAND ABOUT 1/4 MILE SOUTHEAST OF
 LX5306'THE HECP BUILDING.  THE STATION IS MARKED BY A PUNCH HOLE IN THE
 LX5306'CENTER OF A REMOVABLE STEEL PLATE (SIMILAR TO A MANHOLE COVER)
 LX5306'ABOUT 4 FEET IN DIAMETER IN THE CENTER OF A CIRCULAR CONCRETE
 LX5306'TEST POOL (ABOUT 50 FEET IN DIAMETER.) THE PLATE IS STAMPED
 LX5306'ANTENNA 1968 NEAR THE PUNCH HOLE.  FOUR REFERENCE MARKS WERE
 LX5306'ESTABLISHED ON THE RIM (ABOUT 2 FEET HIGH) OF THE CONCRETE
 LX5306'POOL TO FACILITATE REESTABLISHING THE POINT WHEN THE STEEL
 LX5306'PLATE IS REMOVED.  REFERENCE MARKS 2 AND 4 WERE PLACED ON
 LX5306'LINE TO STATION MILE.  THE NAVY HAS A TEST FACILITY KNOWN AS
 LX5306'THE DUNGEON UNDERNEATH THIS AREA.
 LX5306'
 LX5306'REFERENCE MARK 1 IS 25.5 FEET NORTH OF THE STATION.  A STANDARD
 LX5306'DISK, STAMPED ANTENNA NO 1 1968 SET IN THE TOP OF THE POOL WALL
 LX5306'FLUSH WITH THE SURFACE.
 LX5306'
 LX5306'REFERENCE MARK 2 IS 25.6 FEET EAST OF THE STATION.  A STANDARD
 LX5306'DISK, STAMPED ANTENNA NO 2 1968 SET IN THE TOP OF THE POOL WALL
 LX5306'FLUSH WITH THE SURFACE.
 LX5306'
 LX5306'REFERENCE MARK 3 IS 25.3 FEET SOUTH OF THE STATION.  A
 LX5306'STANDARD DISK, STAMPED ANTENNA NO 3 1968 SET IN THE TOP OF
 LX5306'THE POOL WALL FLUSH WITH THE SURFACE.
 LX5306'
 LX5306'REFERENCE MARK 4 IS 25.4 FEET WEST OF THE STATION.  A STANDARD
 LX5306'DISK, STAMPED ANTENNA NO 4 1968 SET IN THE TOP OF THE POOL
 LX5306'WALL FLUSH WITH THE SURFACE.
 LX5306'
 LX5306'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4330 ***********************************************************************
 LX4330  DESIGNATION -  ANTHONYS NOSE
 LX4330  PID         -  LX4330
 LX4330  STATE/COUNTY-  NY/WESTCHESTER
 LX4330  USGS QUAD   -  PEEKSKILL (1981)
 LX4330
 LX4330                         *CURRENT SURVEY CONTROL
 LX4330  ___________________________________________________________________
 LX4330* NAD 83(1996)-  41 19 11.27857(N)    073 58 26.73873(W)     ADJUSTED  
 LX4330* NAVD 88     -       276.5    (meters)     907.     (feet)  VERTCON   
 LX4330  ___________________________________________________________________
 LX4330  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 LX4330  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX4330
 LX4330  HORZ ORDER  -  FIRST
 LX4330
 LX4330.The horizontal coordinates were established by classical geodetic methods
 LX4330.and adjusted by the National Geodetic Survey in January 1999..
 LX4330
 LX4330.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4330
 LX4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4330
 LX4330.The geoid height was determined by GEOID03.
 LX4330
 LX4330;                    North         East     Units Scale Factor Converg.
 LX4330;SPC NY E     -   276,193.414   194,028.312   MT  0.99992385   +0 20 50.1
 LX4330;SPC NY E     -   906,144.56    636,574.55   sFT  0.99992385   +0 20 50.1
 LX4330;UTM  18      - 4,574,766.414   585,862.478   MT  0.99969073   +0 40 38.7
 LX4330
 LX4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4330!SPC NY E     -   0.99996155  x   0.99992385  =   0.99988541
 LX4330!UTM  18      -   0.99996155  x   0.99969073  =   0.99965229
 LX4330
 LX4330|---------------------------------------------------------------------|
 LX4330| PID    Reference Object                     Distance      Geod. Az  |
 LX4330|                                                           dddmmss.s |
 LX4330| AI7970 ANTHONYS NOSE RM 2                    3.195 METERS 00209     |
 LX4330| LX4277 LAKE PEEKSKILL RAD WLNA FM TWR      APPROX. 7.0 KM 0725612.0 |
 LX4330| LX4238 INDIAN                              APPROX.13.8 KM 0814014.0 |
 LX4330| LX4342 PEEKSKILL RADIO WLNA ANTENNA        APPROX. 4.8 KM 0985456.2 |
 LX4330| LX4298 NORTH PEEKSKILL EAST STANDPIPE      APPROX. 6.5 KM 1103104.0 |
 LX4330| LX4297 NORTH PEEKSKILL WEST STANDPIPE      APPROX. 6.5 KM 1103209.4 |
 LX4330| AI7969 ANTHONYS NOSE RM 1                    3.072 METERS 12355     |
 LX4330| LX4334 SOUTH PEEKSKILL FLEISCHMAN TK       APPROX. 5.6 KM 1502259.4 |
 LX4330| LX4351 MONTROSE H HUDSON SCH BELFRY        APPROX. 8.0 KM 1552542.2 |
 LX4330| LX4347 BUCHANAN ATOM ENERGY STA 1 STK      APPROX. 5.8 KM 1615222.9 |
 LX4330| AI7971 ANTHONYS NOSE RM 4 AZIMUTH                         2035227.4 |
 LX4330| LX4281 ANTHONYS NOSE BEACON                100.450 METERS 21833     |
 LX4330| LY2509 BEAR MTN PERKINS MEMORIAL OBS       APPROX. 2.9 KM 2512624.1 |
 LX4330|---------------------------------------------------------------------|
 LX4330
 LX4330                          SUPERSEDED SURVEY CONTROL
 LX4330
 LX4330  NAD 83(1986)-  41 19 11.27976(N)    073 58 26.74078(W) AD(       ) 1
 LX4330  NAD 27      -  41 19 10.94590(N)    073 58 28.23525(W) AD(       ) 1
 LX4330  NGVD 29 (07/19/86)  276.8    (m)          908.     (f) VERT ANG       
 LX4330
 LX4330.Superseded values are not recommended for survey control.
 LX4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4330.See file dsdata.txt to determine how the superseded data were derived.
 LX4330
 LX4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8586274766(NAD 83)
 LX4330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4330_SETTING: 66 = SET IN ROCK OUTCROP
 LX4330
 LX4330  HISTORY     - Date     Condition        Report By
 LX4330  HISTORY     - 1938     MONUMENTED       CGS
 LX4330  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4330  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4330  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4330
 LX4330                          STATION DESCRIPTION
 LX4330
 LX4330'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4330'STATION IS ON WESTERLY POINT OF A MOUNTAIN KNOWN AS ANTHONYS
 LX4330'NOSE IN WESTCHESTER COUNTY, ABOUT 3.5 MILES NW OF PEEKSKILL,
 LX4330'APPROXIMATELY 100 METERS SW OF ANTHONYS NOSE AIR BEACON, AND
 LX4330'48 PACES W OF ROAD RUNNING OVER SUMMIT.  MARK IS SET IN
 LX4330'OUTCROPPING BEDROCK AND IS STAMPED ANTHONYS NOSE.
 LX4330'
 LX4330'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LX4330'DISKS SET IN OUTCROPPING BEDROCK, CONCRETE, AND OUTCROPPING
 LX4330'BEDROCK AS DESCRIBED IN NOTES 2A, 11A, AND 12A.
 LX4330'
 LX4330'REFERENCE MARKS NOS. 1 AND 2, STAMPED ANTHONYS NOSE 1938,
 LX4330'ARE BOTH SET IN 4- BY 4-FOOT CONCRETE BLOCKS PROJECTING ABOUT 4
 LX4330'FEET ABOVE GROUND.
 LX4330'
 LX4330'AZIMUTH MARK IS SET IN BEDROCK APPROXIMATELY 200 YARDS W OF
 LX4330'STATION ON SLIGHT RISE ON W EDGE OF MOUNTAIN.
 LX4330'
 LX4330'TO REACH FROM PEEKSKILL TAKE ROAD TO BEAR MT. BRIDGE TO A POINT
 LX4330'700 FEET BEFORE REACHING TOLL HOUSE AT E END OF BRIDGE
 LX4330'APPROACH.  TURN N HERE AT A SIGN READING STOP DANGER RIFLE
 LX4330'RANGE AND GO 2.4 MILES TO A CROSS ROAD.  BEAR L FOLLOWING SIGN
 LX4330'ANTHONYS NOSE ROAD AND GO 1.0 MILE TO SUMMIT AND STATION ON
 LX4330'R.  ROAD IS STEEP IN PLACES, BUT IS FAIRLY GOOD IN DRY WEATHER.
 LX4330'
 LX4330'4-FOOT STAND IS REQUIRED.
 LX4330'
 LX4330'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX4330
 LX4330                          STATION RECOVERY (1964)
 LX4330
 LX4330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX4330'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD BRONZE
 LX4330'DISK SET IN LEDGE ATOP ANTHONYS NOSE MT., A WELL KNOWN MOUNTAIN
 LX4330'ON THE EAST END OF THE BEAR MT. BRIDGE.  RM 4 WAS RECOVERED.
 LX4330'
 LX4330'STATION MAY BE DRIVEN TO WITH A 4 WHEEL DRIVE VEHICLE.  OBTAIN
 LX4330'PERMISSION AND KEY TO GATE FROM CAMP SMITH (NYSNG), NEAR THE CITY
 LX4330'OF PEEKSKILL.  FROM THE INTER. OF RTS. 9 AND 6 AT WEST END OF
 LX4330'JAN PEEK BRIDGE, PROCEED WESTERLY ON RT. 6 TOWARD BEAR MT. BRIDGE,
 LX4330'APPROX. 1 MILE TO A POINT JUST AROUND A VERY SHARP CURVE ALMOST
 LX4330'OPPOSITE THE OLD STONE INN (TO A GATE).  PASS THROUGH THIS
 LX4330'CHAIN LINK FENCE GATE AND PROCEED APPROX. 2.5 MILES TO A POINT
 LX4330'WHERE AN UNIMPROVED DIRT ROAD CUTS OFF TO THE LEFT.  FOLLOW
 LX4330'THIS ROAD APPROX. 1.2 MILES TO THE PEAK OF ANTHONYS NOSE MT.
 LX4330'THE STATION IS NORTH OF THE STEEL AIRWAY BEACON TOWER ON A HIGH
 LX4330'ROCKY OUTCROP SURROUNDED BY TREES.
 LX4330'
 LX4330'VISIBILITY IS POOR IN ALL DIRECTIONS.  A VIEW TO THE NW COULD BE
 LX4330'CUT OUT BUT A TOWER IS NECESSARY FOR ALL OTHER DIRECTIONS.
 LX4330
 LX4330                          STATION RECOVERY (1966)
 LX4330
 LX4330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4330'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 LX4330'(R.M. 4) WERE RECOVERED IN GOOD CONDITION.  A SLIGHT DIFFERENCE
 LX4330'IN THE HORIZONTAL DISTANCE TO REFERENCE MARK 2 WAS NOTED AND
 LX4330'CHECKED IN THE FIELD.  FOLLOWING IS A NEW DESCRIPTION.
 LX4330'
 LX4330'THE STATION IS LOCATED ON THE PROPERTY OF THE NEW YORK STATE
 LX4330'MILITARY RESERVATION (CAMP SMITH) NEAR THE WESTERLY POINT OF A
 LX4330'MOUNTAIN KNOWN AS ANTHONYS NOSE, ABOUT 3-1/2 MILES NORTHWEST OF
 LX4330'PEEKSKILL.
 LX4330'
 LX4330'TO REACH THE STATION FROM THE ENTRANCE GATE TO CAMP SMITH WHICH
 LX4330'IS NORTHWEST OF PEEKSKILL ALONG U.S. HIGHWAY 6 AND 202, GO IN A
 LX4330'WESTERLY DIRECTION ON U.S. HIGHWAY 6 AND 202 FOR 0.65 MILE TO A
 LX4330'SIDE ROAD RIGHT AND A LOCKED GATE.  TURN RIGHT PASS THROUGH THE
 LX4330'GATE AND KEEP ON MAIN ROAD IN A NORTH AND WESTERLY DIRECTION FOR
 LX4330'0.95 MILE TO A REVERSE-Y, KEEP RIGHT ON ROAD NO. RJ 460 FOR 0.5
 LX4330'MILE TO A FORK.  KEEP RIGHT ON ROAD NO. RJ 605 FOR 0.15 MILE TO
 LX4330'A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 LX4330'AND GO 0.7 MILE TO A FORK.  KEEP LEFT ON THE MAIN ROAD
 LX4330'FOR 0.2 MILE TO A FORK.  KEEP LEFT AND GO 0.4 MILE TO A
 LX4330'FORK.  KEEP RIGHT AND GO DOWN HILL FOR 0.15 MILE, CONTINUE IN A
 LX4330'SOUTHWESTERLY DIRECTION UPHILL FOR 0.55 MILE TO THE STATION ON
 LX4330'THE RIGHT AND A BEACON TO THE WEST ABOUT 110 YARDS.
 LX4330'
 LX4330'THE STATION MARK IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX4330'STAMPED ANTHONYS NOSE, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LX4330'BEDROCK.  IT IS 75 FEET NORTH OF A BLADED ROAD AND SET BETWEEN
 LX4330'THREE CONCRETE FOOTINGS WHICH ARE 4 BY 4 FEET SQUARE AND PROJECT
 LX4330'ABOUT 4 FEET ABOVE THE GROUND.
 LX4330'
 LX4330'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ANTHONY NOSE 1938,
 LX4330'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ONE OF THREE CONCRETE
 LX4330'FOOTINGS.
 LX4330'
 LX4330'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ANTHONY NOSE
 LX4330'1938, CEMENTED IN A DRILL HOLE IN THE NORTH ONE OF THREE
 LX4330'CONCRETE FOOTINGS.
 LX4330'
 LX4330'THE AZIMUTH MARK IS A WESTCHESTER COUNTY CONTROL SURVEY
 LX4330'REFERENCE DISK STAMPED R M 4 CEMENTED IN A DRILL HOLE IN
 LX4330'OUTCROPPING BEDROCK.  IT IS APPROXIMATELY 200 YARDS SOUTHWEST
 LX4330'OF THE STATION MARK ON A SLIGHT RISE ON THE SOUTHWEST EDGE OF
 LX4330'THE MOUNTAIN AND IS SURROUNDED BY THREE 1.5 BY 1.5 FEET SQUARE
 LX4330'CONCRETE FOOTINGS.
 LX4330'
 LX4330'HEIGHT OF LIGHT ABOVE STATION MARK 61.4 FEET.
 LX4330
 LX4330                          STATION RECOVERY (1975)
 LX4330
 LX4330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4330'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LX4330'AS DESCRIBED IN 1966.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE
 LX4330'NOT CHECKED.  VIEW FROM STATION IS OBSTRUCTED BY TREES UP TO 20
 LX4330'FEET HIGH.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 LX4330'
 LX4330'RM NO. 1 AND 2 ARE SET IN CONCRETE FOOTINGS THAT PROJECT 4 FEET
 LX4330'ABOVE GROUND.
 LX4330'
 LX4330'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4330'
 LX4330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4330'3-1/2 MILES NORTHWEST OF PEEKSKILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4363 ***********************************************************************
 LX4363  DESIGNATION -  ANTHONYS NOSE AZ MK 2
 LX4363  PID         -  LX4363
 LX4363  STATE/COUNTY-  NY/WESTCHESTER
 LX4363  USGS QUAD   -  PEEKSKILL (1981)
 LX4363
 LX4363                         *CURRENT SURVEY CONTROL
 LX4363  ___________________________________________________________________
 LX4363* NAD 83(1996)-  41 15 55.54831(N)    073 56 01.82134(W)     ADJUSTED  
 LX4363* NAVD 88     -        27.     (meters)      89.     (feet)  VERTCON   
 LX4363  ___________________________________________________________________
 LX4363  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 LX4363  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX4363
 LX4363  HORZ ORDER  -  SECOND
 LX4363
 LX4363.The horizontal coordinates were established by classical geodetic methods
 LX4363.and adjusted by the National Geodetic Survey in January 1999..
 LX4363
 LX4363.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4363
 LX4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4363
 LX4363.The geoid height was determined by GEOID03.
 LX4363
 LX4363;                    North         East     Units Scale Factor Converg.
 LX4363;SPC NY E     -   270,176.931   197,437.791   MT  0.99992769   +0 22 24.3
 LX4363;SPC NY E     -   886,405.48    647,760.49   sFT  0.99992769   +0 22 24.3
 LX4363;UTM  18      - 4,568,771.054   589,305.755   MT  0.99969815   +0 42 11.6
 LX4363
 LX4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4363!SPC NY E     -   1.00000071  x   0.99992769  =   0.99992840
 LX4363!UTM  18      -   1.00000071  x   0.99969815  =   0.99969886
 LX4363
 LX4363                          SUPERSEDED SURVEY CONTROL
 LX4363
 LX4363  NAD 83(1986)-  41 15 55.54999(N)    073 56 01.82317(W) AD(       ) 2
 LX4363  NAD 27      -  41 15 55.21356(N)    073 56 03.32238(W) AD(       ) 2
 LX4363  NGVD 29 (07/19/86)   27.     (m)           89.     (f) VERT ANG       
 LX4363
 LX4363.Superseded values are not recommended for survey control.
 LX4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4363.See file dsdata.txt to determine how the superseded data were derived.
 LX4363
 LX4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8930668771(NAD 83)
 LX4363_MARKER: DD = SURVEY DISK
 LX4363_SETTING: 66 = SET IN ROCK OUTCROP
 LX4363_SP_SET: SET IN A ROCK LEDGE
 LX4363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4363+STABILITY: POSITION/ELEVATION WELL
 LX4363
 LX4363  HISTORY     - Date     Condition        Report By
 LX4363  HISTORY     - 1965     MONUMENTED       NY-119
 LX4363
 LX4363                          STATION DESCRIPTION
 LX4363
 LX4363'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4363'STATION ANTHONYS NOSE AZ-2 IS THE CENTER MARK OF A STANDARD BRONZE
 LX4363'DISC SET IN LEDGE ROCK ON THE WESTERLY SIDE OF NEW ROUTE U.S. 9,
 LX4363'0.42 MILES SOUTH OF THE BRIDGE ON U.S. ROUTE 9 CROSSING WELCHER
 LX4363'AVENUE AT PEEKSKILL, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4281 ***********************************************************************
 LX4281  DESIGNATION -  ANTHONYS NOSE BEACON
 LX4281  PID         -  LX4281
 LX4281  STATE/COUNTY-  NY/WESTCHESTER
 LX4281  USGS QUAD   -  PEEKSKILL (1981)
 LX4281
 LX4281                         *CURRENT SURVEY CONTROL
 LX4281  ___________________________________________________________________
 LX4281* NAD 83(1996)-  41 19 08.73229(N)    073 58 29.43061(W)     ADJUSTED  
 LX4281* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 LX4281  ___________________________________________________________________
 LX4281  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 LX4281  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX4281
 LX4281  HORZ ORDER  -  SECOND
 LX4281
 LX4281.The horizontal coordinates were established by classical geodetic methods
 LX4281.and adjusted by the National Geodetic Survey in January 1999..
 LX4281
 LX4281.The orthometric height was scaled from a topographic map.
 LX4281
 LX4281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4281
 LX4281.The geoid height was determined by GEOID03.
 LX4281
 LX4281;                    North         East     Units Scale Factor Converg.
 LX4281;SPC NY E     -   276,114.490   193,966.186   MT  0.99992378   +0 20 48.3
 LX4281;SPC NY E     -   905,885.62    636,370.73   sFT  0.99992378   +0 20 48.3
 LX4281;UTM  18      - 4,574,687.151   585,800.823   MT  0.99969060   +0 40 36.9
 LX4281
 LX4281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4281!SPC NY E     -   0.99996199  x   0.99992378  =   0.99988578
 LX4281!UTM  18      -   0.99996199  x   0.99969060  =   0.99965260
 LX4281
 LX4281                          SUPERSEDED SURVEY CONTROL
 LX4281
 LX4281  NAD 83(1986)-  41 19 08.73357(N)    073 58 29.43255(W) AD(       ) 2
 LX4281  NAD 27      -  41 19 08.39947(N)    073 58 30.92688(W) AD(       ) 2
 LX4281
 LX4281.Superseded values are not recommended for survey control.
 LX4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4281.See file dsdata.txt to determine how the superseded data were derived.
 LX4281
 LX4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8580174687(NAD 83)
 LX4281
 LX4281  HISTORY     - Date     Condition        Report By
 LX4281  HISTORY     - 1932     MONUMENTED       CGS
 LX4281  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4281
 LX4281                          STATION DESCRIPTION
 LX4281
 LX4281'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4281'STATION ANTHONYS NOSE BEACON IS A SQUARE STEEL TOWER ABOUT 50 FEET
 LX4281'TALL WITH A ROTATING AERIAL LIGHT AND TWO COURSE LIGHTS.  IT IS
 LX4281'LOCATED ON THE E SIDE OF THE HUDSON RIVER ON TOP OF ANTHONYS
 LX4281'NOSE MOUNTAIN AND OVERLOOKING BEAR MOUNTAIN BRIDGE.  IT IS ABOUT
 LX4281'200 METERS W OF TRIANGULATION STATION ANTHONYS NOSE N AND IS
 LX4281'LOCATED ON TOP OF THE ROCKY POINTS ON TOP OF THIS MOUNTAIN.  NO
 LX4281'MARKS WERE SET.
 LX4281
 LX4281                          STATION RECOVERY (1966)
 LX4281
 LX4281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4281'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.E. IN THE 1932
 LX4281'DESCRIPTION.
 LX4281'
 LX4281'NOTE--THE 1938 G.P. CARRIES THE NAME FOR THIS BEACON AS.  BEACON,
 LX4281'ANTHONYS NOSE.
 LX4281'
 LX4281'WE WERE INFORMED THAT THIS BEACON WILL BE DISMANTLED IN THE NEAR
 LX4281'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4319 ***********************************************************************
 LX4319  DESIGNATION -  ANTHONYS NOSE NORTH
 LX4319  PID         -  LX4319
 LX4319  STATE/COUNTY-  NY/WESTCHESTER
 LX4319  USGS QUAD   -  PEEKSKILL (1981)
 LX4319
 LX4319                         *CURRENT SURVEY CONTROL
 LX4319  ___________________________________________________________________
 LX4319* NAD 83(1996)-  41 19 11.91837(N)    073 58 27.55414(W)     ADJUSTED  
 LX4319* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 LX4319  ___________________________________________________________________
 LX4319  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 LX4319  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX4319
 LX4319  HORZ ORDER  -  SECOND
 LX4319
 LX4319.The horizontal coordinates were established by classical geodetic methods
 LX4319.and adjusted by the National Geodetic Survey in January 1999..
 LX4319
 LX4319.The orthometric height was scaled from a topographic map.
 LX4319
 LX4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4319
 LX4319.The geoid height was determined by GEOID03.
 LX4319
 LX4319;                    North         East     Units Scale Factor Converg.
 LX4319;SPC NY E     -   276,213.035   194,009.229   MT  0.99992383   +0 20 49.5
 LX4319;SPC NY E     -   906,208.93    636,511.95   sFT  0.99992383   +0 20 49.5
 LX4319;UTM  18      - 4,574,785.920   585,843.288   MT  0.99969069   +0 40 38.1
 LX4319
 LX4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4319!SPC NY E     -   0.99996168  x   0.99992383  =   0.99988551
 LX4319!UTM  18      -   0.99996168  x   0.99969069  =   0.99965238
 LX4319
 LX4319|---------------------------------------------------------------------|
 LX4319| PID    Reference Object                     Distance      Geod. Az  |
 LX4319|                                                           dddmmss.s |
 LX4319| AI7967 ANTHONYS NOSE NORTH RM 1             15.762 METERS 06302     |
 LX4319| LX4330 ANTHONYS NOSE                        27.372 METERS 13609     |
 LX4319| AI7968 ANTHONYS NOSE NORTH RM 2              2.752 METERS 19200     |
 LX4319| LY2509 BEAR MTN PERKINS MEMORIAL OBS       APPROX. 2.9 KM 2505651.9 |
 LX4319| LY2511 BEAR MTN FOREST RANGERS TOWER       APPROX. 2.8 KM 2532430.7 |
 LX4319|---------------------------------------------------------------------|
 LX4319
 LX4319                          SUPERSEDED SURVEY CONTROL
 LX4319
 LX4319  NAD 83(1986)-  41 19 11.91929(N)    073 58 27.55587(W) AD(       ) 2
 LX4319  NAD 27      -  41 19 11.58568(N)    073 58 29.05023(W) AD(       ) 2
 LX4319
 LX4319.Superseded values are not recommended for survey control.
 LX4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4319.See file dsdata.txt to determine how the superseded data were derived.
 LX4319
 LX4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8584374786(NAD 83)
 LX4319_MARKER: DS = TRIANGULATION STATION DISK
 LX4319_SETTING: 66 = SET IN ROCK OUTCROP
 LX4319_STAMPING: ANTHONY N 1852
 LX4319_MARK LOGO: CGS   
 LX4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4319
 LX4319  HISTORY     - Date     Condition        Report By
 LX4319  HISTORY     - 1881     MONUMENTED       CGS
 LX4319  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4319  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4319  HISTORY     - 19660722 GOOD             CGS
 LX4319
 LX4319                          STATION DESCRIPTION
 LX4319
 LX4319'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (HLW)
 LX4319'STATION IS ON THE EAST SIDE OF THE HUDSON, ON THE NORTH SIDE OF
 LX4319'ANTHONYS NOSE JUST AT THE BROW OF THE HILL AND ABOUT 200 METERS
 LX4319'NE OF ANTHONYS NOSE 1852.
 LX4319'
 LX4319'IT IS A POLE IN A SMALL PINE, CENTER FALLS ON AND IS MARKED WITH
 LX4319'A 7/8-INCH HOLE IN SMALL 3X4-FOOT ROCK (BOULDER), A FEW FEET FROM
 LX4319'SW CORNER OF A LARGE FLAT ROCK SLOPING NORTH.
 LX4319
 LX4319                          STATION RECOVERY (1932)
 LX4319
 LX4319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4319'RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION FOLLOWS--THE
 LX4319'STATION MARK IS A STANDARD DISC SET IN DRILL HOLE WITH CONCRETE IN
 LX4319'LARGE BOULDER STAMPED ANT N. R.M. 1 AND R.M. 2 ARE STANDARD DISKS
 LX4319'SET IN DRILL HOLES WITH CONCRETE.
 LX4319'
 LX4319'R.M. 1 IS 5.763 METERS NE OF STATION.  R.M. 2 IS 2.79 METERS SE
 LX4319'OF STATION.
 LX4319
 LX4319                          STATION RECOVERY (1966)
 LX4319
 LX4319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4319'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX4319'CONDITION.  NO DATA WAS ON HAND AT THE TIME OF
 LX4319'RECOVERY.  FOLLOWING IS A NEW DESCRIPTION.
 LX4319'
 LX4319'THE STATION IS LOCATED ON THE PROPERTY OF THE NEW YORK STATE
 LX4319'MILITARY RESERVATION (CAMP SMITH) ON THE NORTHWEST BLUFFS EDGE OF
 LX4319'A MOUNTAIN LOCALLY KNOWN AS ANTHONYS NOSE, ABOUT 3-1/2 MILES
 LX4319'NORTHWEST OF PEEKSKILL.
 LX4319'
 LX4319'TO REACH THE STATION FROM THE ENTRANCE GATE TO CAMP SMITH WHICH
 LX4319'IS NORTHWEST OF PEEKSKILL ALONG U.S. HIGHWAY 6 AND 202, GO IN A
 LX4319'WESTERLY DIRECTION ON U.S. HIGHWAY 6 AND 202 FOR 0.65 MILE
 LX4319'TO A SIDE ROAD RIGHT AND A LOCKED GATE.  TURN RIGHT PASS THROUGH
 LX4319'THE GATE AND KEEP ON MAIN ROAD IN A NORTH AND WESTERLY DIRECTION
 LX4319'FOR 0.95 MILE TO A REVERSE-Y, KEEP RIGHT ON ROAD NO. RJ 460 FOR
 LX4319'0.5 MILE TO A FORK.  KEEP RIGHT ON ROAD NO. RJ 605 FOR 0.15 MILE
 LX4319'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 LX4319'AND GO 0.7 MILE TO A FORK.  KEEP LEFT ON THE MAIN ROAD FOR 0.2
 LX4319'MILE TO A FORK.  KEEP LEFT AND GO 0.4 MILE TO A FORK.  KEEP
 LX4319'RIGHT AND GO DOWN HILL FOR 0.15 MILE, CONTINUE IN A
 LX4319'SOUTHWESTERLY DIRECTION UPHILL FOR 0.55 MILE TO THE STATION
 LX4319'ON THE RIGHT, NORTHWEST, ABOUT 50 YARDS AT BLUFFS EDGE.
 LX4319'
 LX4319'THE STATION MARK IS A STANDARD DISK STAMPED ANT N 1852, CEMENTED
 LX4319'IN A DRILL HOLE IN A BOULDER APPROXIMATELY 4-1/2 BY 3 FEET AND
 LX4319'PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND.  IT IS 83 FEET
 LX4319'NORTH-NORTHWEST OF THE NORTH ONE OF THREE 4 BY 4 FEET CONCRETE
 LX4319'FOOTINGS AND ON THE NORTHWEST SLOPE OF MOUNTAIN AT BLUFFS
 LX4319'EDGE.  NOTE 4.
 LX4319'
 LX4319'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ANT N 1852 1,
 LX4319'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 2 FEET
 LX4319'LOWER THAN THE STATION MARK.  NOTE 12A.
 LX4319'
 LX4319'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ANT N 1852 2,
 LX4319'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 1 FOOT LOWER
 LX4319'THAN THE STATION MARK.  NOTE 12A.
 LX4319
 LX4319                          STATION RECOVERY (1966)
 LX4319
 LX4319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CLN)
 LX4319'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE STEMS FOR
 LX4319'REFERENCE MARKS 1 AND 2 WERE ALSO RECOVERED.  NEW DISK WERE SET FOR
 LX4319'THE REFERENCE MARKS.  THE DISTANCE AND DIRECTION CHECKED TO REFERENCE
 LX4319'MARK 1 AND THE DISTANCE TO REFERENCE MARK 2 CHECKED.  A NEW
 LX4319'DESCRIPTION FOLLOWS.
 LX4319'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHWEST OF PEEKSKILL,
 LX4319'ON THE NORTHWEST BLUFF OF A MOUNTAIN LOCALLY KNOWN AS ANTHONYS NOSE
 LX4319'AND ON PROPERTY OF THE NEW YORK STATE MILITARY RESERVATION (CAMP
 LX4319'SMITH) .  TO REACH THE STATION FROM THE ENTRANCE GATE TO CAMP SMITH,
 LX4319'WHICH IS NORTHWEST OF PEEKSKILL ALONG U.S. HIGHWAYS 6 AND 202, GO WEST
 LX4319'ON THE HIGHWAY FOR 1.0 KM (0.60 MI) TO A LOCKED GATE ON THE RIGHT.
 LX4319'(GET KEY FROM CAMP SMITH) TURN RIGHT, PASSING THROUGH THE GATE AND GO
 LX4319'NORTH ON A DIRT ROAD FOR 1.5 KM (0.95 MI) TO A REVERSE Y ON THE LEFT.
 LX4319'KEEP RIGHT AND GO NORTHWEST FOR 0.8 KM (0.50 MI) TO A FORK.  TAKE THE
 LX4319'RIGHT FORK AND GO 0.2 KM (0.10 MI) TO A SIDE ROAD RIGHT.  CONTINUE
 LX4319'AHEAD ON MAIN ROAD FOR 1.1 KM (0.70 MI) TO A FORK.  KEEP LEFT ON MAIN
 LX4319'ROAD FOR 0.3 KM (0.20 MI) TO A FORK AT A LARGE TWIN TRUNKED TREE.
 LX4319'KEEP LEFT AND GO UP-HILL FOR 0.6 KM (0.35 MI) TO A FORK AT THE TOP OF
 LX4319'THE HILL.  KEEP RIGHT AND GO WEST, DOWN HILL FOR 0.2 KM (0.10 MI) .
 LX4319'CONTINUE SOUTHWEST, UP-HILL FOR 0.9 KM (0.55 MI) TO THE STATION ON THE
 LX4319'RIGHT, ABOUT 50 YARDS NORTHWEST OF THE ROAD.  NOTE-THE LAST 0.7 MILE
 LX4319'(1.1 KM) IS A FOUR-WHEEL DRIVE OR A PACK.
 LX4319'THE STATION IS A STANDARD CGS DISK STAMPED--ANTHONY N 1852--, SET INTO
 LX4319'THE TOP OF A BOULDER 3.5 FT. (1.1 MT) LARGEST DIMENSION.  LOCATED 5.2
 LX4319'METERS (17.1 FT) NORTHWEST FROM A 8-INCH TRIANGLULAR BLAZED OAK TREE
 LX4319'AND 1.2 MT SOUTHEAST FROM THE EDGE OF BLUFF.
 LX4319'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--ANTHONYS NOSE
 LX4319'NORTH 1881 NO 1 1982--, SET INTO ROCK OUTCROP, 5 FT (1.5 M) MT LARGEST
 LX4319'DIMENSION.  LOCATED 6.1 METERS (20.0 FT) NORTHEAST FROM THE 8-INCH
 LX4319'TRIANGULAR BLAZED OAK TREE.  0.6 MT NORTHWEST FROM THE END OF A LARGE
 LX4319'EXPOSED ROCK OUTCROP AND 0.6 MT LOWER THAN THE STATION.
 LX4319'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--ANTHONYS NOSE
 LX4319'NORTH 1881 NO 2 1982--, SET INTO ROCK OUTCROP 5.0 FT (1.5 M) LARGEST
 LX4319'DIMENSION.  LOCATED 4.4 METERS (14.4 FT) WEST FROM A 8-INCH TRIANGULAR
 LX4319'BLAZED OAK TREE.  2.1 METERS (6.9 FT) SOUTHWEST FROM THE SOUTHWEST
 LX4319'EDGE OF THE STATION MARK BOULDER AND 0.5 MT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2185 ***********************************************************************
 AE2185  FBN         -  This is a Federal Base Network Control Station.
 AE2185  DESIGNATION -  ANTIGONE
 AE2185  PID         -  AE2185
 AE2185  STATE/COUNTY-  NY/ALLEGANY
 AE2185  USGS QUAD   -  ANDOVER (1976)
 AE2185
 AE2185                         *CURRENT SURVEY CONTROL
 AE2185  ___________________________________________________________________
 AE2185* NAD 83(1996)-  42 09 18.54338(N)    077 47 43.12125(W)     ADJUSTED  
 AE2185* NAVD 88     -       507.301  (meters)    1664.37   (feet)  ADJUSTED  
 AE2185  ___________________________________________________________________
 AE2185  X           -   1,001,171.306 (meters)                     COMP
 AE2185  Y           -  -4,628,766.859 (meters)                     COMP
 AE2185  Z           -   4,258,714.088 (meters)                     COMP
 AE2185  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AE2185  ELLIP HEIGHT-         475.31  (meters)          (09/18/02) GPS OBS
 AE2185  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AE2185  DYNAMIC HT  -         507.098 (meters)    1663.70  (feet)  COMP
 AE2185  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 AE2185
 AE2185  HORZ ORDER  -  B
 AE2185  VERT ORDER  -  SECOND    CLASS II
 AE2185  ELLP ORDER  -  FOURTH    CLASS II
 AE2185
 AE2185.The horizontal coordinates were established by GPS observations
 AE2185.and adjusted by the National Geodetic Survey in July 1997..
 AE2185
 AE2185.The orthometric height was determined by differential leveling
 AE2185.and adjusted by the National Geodetic Survey in August 2006..
 AE2185.No vertical observational check was made to the station.
 AE2185
 AE2185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2185
 AE2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2185
 AE2185.The ellipsoidal height was determined by GPS observations
 AE2185.and is referenced to NAD 83.
 AE2185
 AE2185.The geoid height was determined by GEOID03.
 AE2185
 AE2185.The dynamic height is computed by dividing the NAVD 88
 AE2185.geopotential number by the normal gravity value computed on the
 AE2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2185.degrees latitude (g = 980.6199 gals.).
 AE2185
 AE2185.The modeled gravity was interpolated from observed gravity values.
 AE2185
 AE2185;                    North         East     Units Scale Factor Converg.
 AE2185;SPC NY W     -   239,626.832   415,125.514   MT  0.99998967   +0 31 44.0
 AE2185;SPC NY W     -   786,175.70  1,361,957.62   sFT  0.99998967   +0 31 44.0
 AE2185;UTM  18      - 4,670,785.247   269,052.921   MT  1.00025633   -1 52 36.7
 AE2185
 AE2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2185!SPC NY W     -   0.99992546  x   0.99998967  =   0.99991513
 AE2185!UTM  18      -   0.99992546  x   1.00025633  =   1.00018177
 AE2185
 AE2185                          SUPERSEDED SURVEY CONTROL
 AE2185
 AE2185  ELLIP H (07/22/97)  475.32   (m)                       GP(       ) 1 1
 AE2185
 AE2185.Superseded values are not recommended for survey control.
 AE2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2185.See file dsdata.txt to determine how the superseded data were derived.
 AE2185
 AE2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6905370785(NAD 83)
 AE2185_MARKER: DD = SURVEY DISK
 AE2185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE2185_SP_SET: BRIDGE ABUTMENT
 AE2185_STAMPING: ANTIGONE CBN 1995
 AE2185_MARK LOGO: NYDT  
 AE2185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2185+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 AE2185
 AE2185  HISTORY     - Date     Condition        Report By
 AE2185  HISTORY     - 1995     MONUMENTED       NYDT
 AE2185  HISTORY     - 20010716 GOOD             NYDT
 AE2185  HISTORY     - 20030301 GOOD             NYDT
 AE2185
 AE2185                          STATION DESCRIPTION
 AE2185
 AE2185'DESCRIBED BY NY DEPT OF TRANSP 1995 (KDS)
 AE2185'THE STATION IS LOCATED IN THE VILLAGE OF ANDOVER, JUST NORTH OF THE
 AE2185'FIRE HOUSE.  IT IS IN THE TOP OF THE ABUTMENT AT THE NORTHWEST CORNER
 AE2185'OF THE BRIDGE CARRYING NY ROUTE 21 OVER DYKE CREEK.  TO REACH THE
 AE2185'STATION FROM THE JUNCTION OF NY ROUTES 21 AND 417 IN ANDOVER, GO NORTH
 AE2185'ON ROUTE 21 FOR 61.0 M (200.13 FT) , ACROSS THE BRIDGE, TO THE STATION
 AE2185'BEHIND THE GUIDERAIL ON THE LEFT.  THE STATION IS A BRONZE DISK 1.9 M
 AE2185'(6.23 FT) WEST OF THE WESTERN CURB OF NY ROUTE 21, 0.5 M (1.64 FT)
 AE2185'NORTH NORTHWEST OF THE NORTH END OF THE STEEL BRIDGE SIDE RAIL, AND
 AE2185'0.15 M (0.49 FT) WEST OF THE STEEL GUIDERAIL.
 AE2185
 AE2185                          STATION RECOVERY (2001)
 AE2185
 AE2185'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AE2185'RECOVERED AS DESCRIBED.
 AE2185'
 AE2185
 AE2185                          STATION RECOVERY (2003)
 AE2185
 AE2185'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DD)
 AE2185'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2024 ***********************************************************************
 PH2024  DESIGNATION -  ANTWERP
 PH2024  PID         -  PH2024
 PH2024  STATE/COUNTY-  NY/JEFFERSON
 PH2024  USGS QUAD   -  ANTWERP (1982)
 PH2024
 PH2024                         *CURRENT SURVEY CONTROL
 PH2024  ___________________________________________________________________
 PH2024* NAD 83(1996)-  44 12 29.81463(N)    075 35 34.49764(W)     ADJUSTED  
 PH2024* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 PH2024  ___________________________________________________________________
 PH2024  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 PH2024  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 PH2024
 PH2024  HORZ ORDER  -  FIRST
 PH2024
 PH2024.The horizontal coordinates were established by classical geodetic methods
 PH2024.and adjusted by the National Geodetic Survey in January 1999..
 PH2024
 PH2024.The orthometric height was scaled from a topographic map.
 PH2024
 PH2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2024
 PH2024.The geoid height was determined by GEOID03.
 PH2024
 PH2024;                    North         East     Units Scale Factor Converg.
 PH2024;SPC NY C     -   467,884.259   329,154.349   MT  1.00001453   +0 41 26.2
 PH2024;SPC NY C     - 1,535,050.27  1,079,900.56   sFT  1.00001453   +0 41 26.2
 PH2024;SPC NY E     -   597,484.972    62,657.183   MT  0.99999379   -0 45 43.6
 PH2024;SPC NY E     - 1,960,248.61    205,567.77   sFT  0.99999379   -0 45 43.6
 PH2024;UTM  18      - 4,895,177.573   452,630.073   MT  0.99962760   -0 24 48.3
 PH2024
 PH2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2024!SPC NY C     -   0.99997781  x   1.00001453  =   0.99999234
 PH2024!SPC NY E     -   0.99997781  x   0.99999379  =   0.99997160
 PH2024!UTM  18      -   0.99997781  x   0.99962760  =   0.99960542
 PH2024
 PH2024|---------------------------------------------------------------------|
 PH2024| PID    Reference Object                     Distance      Geod. Az  |
 PH2024|                                                           dddmmss.s |
 PH2024| CZ7413 ANTWERP RM 1                         20.127 METERS 05709     |
 PH2024| PH2011 BALMAT TANK                         APPROX.16.3 KM 0711754.2 |
 PH2024| CZ7414 ANTWERP RM 2                         26.649 METERS 16847     |
 PH2024| CZ7412 ANTWERP AZ MK                                      2172959.1 |
 PH2024| PH2027 ANTWERP ST MICHAELS CATH CH         APPROX. 1.4 KM 2273005.8 |
 PH2024| PH2025 ANTWERP WEST STANDPIPE              APPROX. 1.1 KM 2281223.3 |
 PH2024|---------------------------------------------------------------------|
 PH2024
 PH2024                          SUPERSEDED SURVEY CONTROL
 PH2024
 PH2024  NAD 83(1986)-  44 12 29.82116(N)    075 35 34.49772(W) AD(       ) 1
 PH2024  NAD 27      -  44 12 29.60700(N)    075 35 35.74000(W) AD(       ) 1
 PH2024
 PH2024.Superseded values are not recommended for survey control.
 PH2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2024.See file dsdata.txt to determine how the superseded data were derived.
 PH2024
 PH2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP5263095178(NAD 83)
 PH2024
 PH2024  HISTORY     - Date     Condition        Report By
 PH2024  HISTORY     - 1942     MONUMENTED       CGS
 PH2024  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 PH2024
 PH2024                          STATION DESCRIPTION
 PH2024
 PH2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH2024'STATION IS ON THE PINE CAMP MILITARY RESERVATION, NEAR THE N
 PH2024'BOUNDARY, ABOUT 1 MILE NE OF THE VILLAGE OF ANTWERP AND NEAR THE
 PH2024'SUMMIT OF A PROMINENT ROCKY KNOLL.  IT IS A BRONZE DISK SET IN A
 PH2024'DRILL HOLE IN BEDROCK ABOUT 20 YARDS S OF THE VERY HIGHEST PART
 PH2024'OF THE KNOLL.  IT IS STAMPED ANTWERP 1942 AND IS ABOUT 6 INCHES
 PH2024'UNDERGROUND.
 PH2024'
 PH2024'REFERENCE MARK NO.1 IS NE BY E OF THE STATION.  IT IS A BRONZE
 PH2024'DISK SET IN A DRILL HOLE IN A LARGE SECTION OF OUTCROPPING
 PH2024'BEDROCK.  IT IS STAMPED ANTWERP NO.1 1942 AND IS FLUSH WITH THE
 PH2024'SURFACE OF THE GROUND.
 PH2024'
 PH2024'REFERENCE MARK NO.2 IS S BY E OF THE STATION, ON THE S SLOPE
 PH2024'OF THE KNOLL.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN A LARGE
 PH2024'SECTION OF OUTCROPPING BEDROCK.  IT IS STAMPED ANTWERP NO.2 1942
 PH2024'AND IS ABOUT 10 FEET LOWER THAN THE STATION.
 PH2024'
 PH2024'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 PH2024'NOTE 11A.  IT IS ABOUT 0.6 MILE SW OF THE STATION, 24 FEET W OF
 PH2024'THE CENTER LINE OF PAVED ROAD TO THE STATION, 6.5 FEET S OF A
 PH2024'WHITE REFERENCE POST AND ABOUT 10 FEET N OF THE CENTER LINE OF A
 PH2024'CEMETERY ENTRANCE DRIVE.  IT IS STAMPED ANTWERP 1942 AND PROJECTS
 PH2024'8 INCHES.
 PH2024'
 PH2024'TO REACH FROM THE CENTER OF TOWN IN ANTWERP GO E ON THE FIRST
 PH2024'PAVED STREET N OF THE BRIDGE FOR 0.6 MILE AND CONTINUE NE AT A
 PH2024'Y-INTERSECTION.  GO 0.2 MILE AND TURN RIGHT INTO THE FIRING
 PH2024'RANGE.  FOLLOW TRACK ROAD NORTHEASTERLY UP THE ROCKY RIDGE TO ITS
 PH2024'HIGHEST POINT AND THE STATION.  THE AZIMUTH MARK IS ABOUT 0.3
 PH2024'MILE E OF THE CENTER OF ANTWERP ON THE ROUTE TO THE STATION.
 PH2024'
 PH2024'77-FOOT SIGNALS AT SHINGLE AND ROCKWELL ARE VISIBLE AT 77
 PH2024'FEET.  A 37-FOOT SIGNAL AT EAST IS VISIBLE AT 77 FEET.  90-FOOT
 PH2024'SIGNALS AT INDIAN AND CATTAIL ARE VISIBLE AT 50 FEET.
 PH2024'
 PH2024'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH2024
 PH2024                          STATION RECOVERY (1971)
 PH2024
 PH2024'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (AER)
 PH2024'ANTWERP 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3850 ***********************************************************************
 AB3850  CBN         -  This is a Cooperative Base Network Control Station.
 AB3850  DESIGNATION -  ANTWERP
 AB3850  PID         -  AB3850
 AB3850  STATE/COUNTY-  NY/JEFFERSON
 AB3850  USGS QUAD   -  ANTWERP (1982)
 AB3850
 AB3850                         *CURRENT SURVEY CONTROL
 AB3850  ___________________________________________________________________
 AB3850* NAD 83(1996)-  44 13 52.60523(N)    075 37 06.13415(W)     ADJUSTED  
 AB3850* NAVD 88     -       172.0    (meters)     564.     (feet)  GPS OBS   
 AB3850  ___________________________________________________________________
 AB3850  X           -   1,137,002.897 (meters)                     COMP
 AB3850  Y           -  -4,434,235.766 (meters)                     COMP
 AB3850  Z           -   4,426,638.841 (meters)                     COMP
 AB3850  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 AB3850  ELLIP HEIGHT-         139.59  (meters)          (09/18/02) GPS OBS
 AB3850  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 AB3850
 AB3850  HORZ ORDER  -  B
 AB3850  ELLP ORDER  -  FOURTH    CLASS II
 AB3850
 AB3850.The horizontal coordinates were established by GPS observations
 AB3850.and adjusted by the National Geodetic Survey in July 1997..
 AB3850
 AB3850.The orthometric height was determined by GPS observations and a
 AB3850.high-resolution geoid model.
 AB3850
 AB3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3850
 AB3850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3850
 AB3850.The ellipsoidal height was determined by GPS observations
 AB3850.and is referenced to NAD 83.
 AB3850
 AB3850.The geoid height was determined by GEOID03.
 AB3850
 AB3850;                    North         East     Units Scale Factor Converg.
 AB3850;SPC NY C     -   470,415.293   327,089.992   MT  1.00001056   +0 40 23.3
 AB3850;SPC NY C     - 1,543,354.17  1,073,127.75   sFT  1.00001056   +0 40 23.3
 AB3850;UTM  18      - 4,897,746.935   450,615.651   MT  0.99962999   -0 25 52.9
 AB3850
 AB3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3850!SPC NY C     -   0.99997811  x   1.00001056  =   0.99998867
 AB3850!UTM  18      -   0.99997811  x   0.99962999  =   0.99960811
 AB3850
 AB3850                          SUPERSEDED SURVEY CONTROL
 AB3850
 AB3850  ELLIP H (07/24/97)  139.60   (m)                       GP(       ) 1 1
 AB3850  NAD 83(1992)-  44 13 52.60406(N)    075 37 06.13355(W) AD(       ) B
 AB3850  NAD 83(1992)-  44 13 52.60411(N)    075 37 06.13366(W) AD(       ) B
 AB3850  ELLIP H (06/10/96)  139.56   (m)                       GP(       ) 1 1
 AB3850
 AB3850.Superseded values are not recommended for survey control.
 AB3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3850.See file dsdata.txt to determine how the superseded data were derived.
 AB3850
 AB3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP5061697747(NAD 83)
 AB3850_MARKER: DD = SURVEY DISK
 AB3850_SETTING: 66 = SET IN ROCK OUTCROP
 AB3850_STAMPING: ANTWERP CBN 1995
 AB3850_MARK LOGO: NYDT  
 AB3850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3850+STABILITY: POSITION/ELEVATION WELL
 AB3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3850+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AB3850
 AB3850  HISTORY     - Date     Condition        Report By
 AB3850  HISTORY     - 1995     MONUMENTED       NYDT
 AB3850  HISTORY     - 20010716 GOOD             NYDT
 AB3850
 AB3850                          STATION DESCRIPTION
 AB3850
 AB3850'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3850'THE STATION IS LOCATED ABOUT 36 KM (22.4 MI) NORTHEAST OF WATERTOWN
 AB3850'AND 26 KM (16.2 MI) SOUTHEAST OF THE SAINT LAWRENCE RIVER ON THE
 AB3850'PROPERTY OF EDWARD SILLMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 AB3850'STATE HIGHWAY 11 AND COUNTY HIGHWAY 24 (ALSO KNOWN AS OLD ROUTE 11) AT
 AB3850'REFERENCE MARKER 11/7305/3225, ABOUT 1 KM (0.6 MI) NORTHEAST OF THE
 AB3850'HAMLET OF ANTWERP, GO NORTH ON COUNTY HIGHWAY 24 FOR 0.5 KM (0.3 MI)
 AB3850'TO THE JUNCTION OF OXBOW ROAD.  TURN LEFT ON OXBOW ROAD, GO NORTH FOR
 AB3850'1.6 KM (1.0 MI) TO BM C222 ON THE RIGHT AND THE STATION ON THE LEFT.
 AB3850'THE STATION IS A STANDARD SURVEY DISK SET IN A DRILL HOLE IN ROCK
 AB3850'OUTCROP.  IT IS 33 M (108.3 FT) WEST FROM THE CENTER OF OXBOW ROAD,
 AB3850'18.2 M (59.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE CHICKEN
 AB3850'COOP, 6 M (19.7 FT) NORTH FROM THE SOUTH EDGE OF THE OUTCROP AND 4 M
 AB3850'(13.1 FT) WEST FROM THE EAST EDGE OF THE OUTCROP.
 AB3850'
 AB3850'PLEASE CONTACT THE OWNER BEFORE ENTERING THE PROPERTY.
 AB3850'
 AB3850'OWNER--SUSAN RENAULD, 38875 COUNTY ROUTE 24, ANTWERP, NY, PHONE--
 AB3850'(315) 659-8131.
 AB3850
 AB3850                          STATION RECOVERY (2001)
 AB3850
 AB3850'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AB3850'RECOVERED AS DESCRIBED.
 AB3850'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2026 ***********************************************************************
 PH2026  DESIGNATION -  ANTWERP EAST STANDPIPE
 PH2026  PID         -  PH2026
 PH2026  STATE/COUNTY-  NY/JEFFERSON
 PH2026  USGS QUAD   -  ANTWERP (1982)
 PH2026
 PH2026                         *CURRENT SURVEY CONTROL
 PH2026  ___________________________________________________________________
 PH2026* NAD 83(1996)-  44 12 05.15142(N)    075 36 12.72208(W)     ADJUSTED  
 PH2026* NAVD 88     -                                                        
 PH2026  ___________________________________________________________________
 PH2026  LAPLACE CORR-           8.46  (seconds)                    DEFLEC99
 PH2026  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 PH2026
 PH2026  HORZ ORDER  -  THIRD
 PH2026
 PH2026.The horizontal coordinates were established by classical geodetic methods
 PH2026.and adjusted by the National Geodetic Survey in January 1999..
 PH2026
 PH2026
 PH2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2026
 PH2026.The geoid height was determined by GEOID03.
 PH2026
 PH2026;                    North         East     Units Scale Factor Converg.
 PH2026;SPC NY C     -   467,112.884   328,314.839   MT  1.00001290   +0 40 59.3
 PH2026;SPC NY C     - 1,532,519.52  1,077,146.27   sFT  1.00001290   +0 40 59.3
 PH2026;SPC NY E     -   596,735.141    61,798.404   MT  0.99999565   -0 46 09.9
 PH2026;SPC NY E     - 1,957,788.54    202,750.26   sFT  0.99999565   -0 46 09.9
 PH2026;UTM  18      - 4,894,422.807   451,776.186   MT  0.99962860   -0 25 14.8
 PH2026
 PH2026                          SUPERSEDED SURVEY CONTROL
 PH2026
 PH2026  NAD 83(1986)-  44 12 05.15797(N)    075 36 12.72240(W) AD(       ) 4
 PH2026  NAD 27      -  44 12 04.94000(N)    075 36 13.96000(W) AD(       ) 3
 PH2026
 PH2026.Superseded values are not recommended for survey control.
 PH2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2026.See file dsdata.txt to determine how the superseded data were derived.
 PH2026
 PH2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP5177694423(NAD 83)
 PH2026
 PH2026  HISTORY     - Date     Condition        Report By
 PH2026  HISTORY     - 1942     MONUMENTED       CGS
 PH2026  HISTORY     - 1947     SEE DESCRIPTION  AMS
 PH2026  HISTORY     - 1989     GOOD             USPSQD
 PH2026
 PH2026                          STATION DESCRIPTION
 PH2026
 PH2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2026'STATION IS THE EASTERLY OF TWO STANDPIPES WHICH STANDS SIDE BY
 PH2026'SIDE.  STATION IS A BLACK IRON STANDPIPE ABOUT 20 FEET IN
 PH2026'DIAMETER AND ABOUT 40 FEET HIGH.  STATION IS LOCATED ON THE N
 PH2026'SIDE OF HOYT AVENUE ABOUT 0.5 MILE E OF MAIN STREET.  POINT
 PH2026'OBSERVED IS THE CENTER OF THE STANDPIPE.
 PH2026
 PH2026                          STATION RECOVERY (1947)
 PH2026
 PH2026'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH2026'STATION WAS RECOVERED IN GOOD CONDITION.
 PH2026
 PH2026                          STATION RECOVERY (1989)
 PH2026
 PH2026'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 PH2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2027 ***********************************************************************
 PH2027  DESIGNATION -  ANTWERP ST MICHAELS CATH CH
 PH2027  PID         -  PH2027
 PH2027  STATE/COUNTY-  NY/JEFFERSON
 PH2027  USGS QUAD   -  ANTWERP (1982)
 PH2027
 PH2027                         *CURRENT SURVEY CONTROL
 PH2027  ___________________________________________________________________
 PH2027* NAD 83(1996)-  44 11 59.03734(N)    075 36 21.18469(W)     ADJUSTED  
 PH2027* NAVD 88     -                                                        
 PH2027  ___________________________________________________________________
 PH2027  LAPLACE CORR-           8.49  (seconds)                    DEFLEC99
 PH2027  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 PH2027
 PH2027  HORZ ORDER  -  THIRD
 PH2027
 PH2027.The horizontal coordinates were established by classical geodetic methods
 PH2027.and adjusted by the National Geodetic Survey in January 1999..
 PH2027
 PH2027
 PH2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2027
 PH2027.The geoid height was determined by GEOID03.
 PH2027
 PH2027;                    North         East     Units Scale Factor Converg.
 PH2027;SPC NY C     -   466,921.942   328,129.191   MT  1.00001255   +0 40 53.3
 PH2027;SPC NY C     - 1,531,893.07  1,076,537.19   sFT  1.00001255   +0 40 53.3
 PH2027;SPC NY E     -   596,548.970    61,607.979   MT  0.99999606   -0 46 15.7
 PH2027;SPC NY E     - 1,957,177.75    202,125.51   sFT  0.99999606   -0 46 15.7
 PH2027;UTM  18      - 4,894,235.549   451,586.966   MT  0.99962882   -0 25 20.7
 PH2027
 PH2027                          SUPERSEDED SURVEY CONTROL
 PH2027
 PH2027  NAD 83(1986)-  44 11 59.04378(N)    075 36 21.18499(W) AD(       ) 4
 PH2027  NAD 27      -  44 11 58.82900(N)    075 36 22.43300(W) AD(       ) 3
 PH2027
 PH2027.Superseded values are not recommended for survey control.
 PH2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2027.See file dsdata.txt to determine how the superseded data were derived.
 PH2027
 PH2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP5158794236(NAD 83)
 PH2027
 PH2027  HISTORY     - Date     Condition        Report By
 PH2027  HISTORY     - 1942     MONUMENTED       CGS
 PH2027  HISTORY     - 1947     SEE DESCRIPTION  AMS
 PH2027  HISTORY     - 1989     GOOD             USPSQD
 PH2027
 PH2027                          STATION DESCRIPTION
 PH2027
 PH2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH2027'THIS INTERSECTION STATION IS IN THE NE PART OF ANTWERP, ON A
 PH2027'HILLSIDE.  THE SPIRE IS ABOUT 80 FEET HIGH AND IS SURMOUNTED
 PH2027'BY AN ALUMINUM PAINTED CROSS.  THE OBJECT OBSERVED ON WAS THE APEX
 PH2027'OF THE SPIRE.
 PH2027
 PH2027                          STATION RECOVERY (1947)
 PH2027
 PH2027'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH2027'STATION WAS RECOVERED IN GOOD CONDITION.
 PH2027
 PH2027                          STATION RECOVERY (1989)
 PH2027
 PH2027'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 PH2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2025 ***********************************************************************
 PH2025  DESIGNATION -  ANTWERP WEST STANDPIPE
 PH2025  PID         -  PH2025
 PH2025  STATE/COUNTY-  NY/JEFFERSON
 PH2025  USGS QUAD   -  ANTWERP (1982)
 PH2025
 PH2025                         *CURRENT SURVEY CONTROL
 PH2025  ___________________________________________________________________
 PH2025* NAD 83(1996)-  44 12 05.00781(N)    075 36 13.07161(W)     ADJUSTED  
 PH2025* NAVD 88     -                                                        
 PH2025  ___________________________________________________________________
 PH2025  LAPLACE CORR-           8.47  (seconds)                    DEFLEC99
 PH2025  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 PH2025
 PH2025  HORZ ORDER  -  THIRD
 PH2025
 PH2025.The horizontal coordinates were established by classical geodetic methods
 PH2025.and adjusted by the National Geodetic Survey in January 1999..
 PH2025
 PH2025
 PH2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2025
 PH2025.The geoid height was determined by GEOID03.
 PH2025
 PH2025;                    North         East     Units Scale Factor Converg.
 PH2025;SPC NY C     -   467,108.359   328,307.131   MT  1.00001289   +0 40 59.0
 PH2025;SPC NY C     - 1,532,504.67  1,077,120.98   sFT  1.00001289   +0 40 59.0
 PH2025;SPC NY E     -   596,730.813    61,790.584   MT  0.99999566   -0 46 10.1
 PH2025;SPC NY E     - 1,957,774.34    202,724.61   sFT  0.99999566   -0 46 10.1
 PH2025;UTM  18      - 4,894,418.433   451,768.395   MT  0.99962861   -0 25 15.1
 PH2025
 PH2025                          SUPERSEDED SURVEY CONTROL
 PH2025
 PH2025  NAD 83(1986)-  44 12 05.01429(N)    075 36 13.07194(W) AD(       ) 4
 PH2025  NAD 27      -  44 12 04.80100(N)    075 36 14.31300(W) AD(       ) 3
 PH2025
 PH2025.Superseded values are not recommended for survey control.
 PH2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2025.See file dsdata.txt to determine how the superseded data were derived.
 PH2025
 PH2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP5176894418(NAD 83)
 PH2025
 PH2025  HISTORY     - Date     Condition        Report By
 PH2025  HISTORY     - 1942     MONUMENTED       CGS
 PH2025  HISTORY     - 1947     SEE DESCRIPTION  AMS
 PH2025  HISTORY     - 1989     GOOD             USPSQD
 PH2025
 PH2025                          STATION DESCRIPTION
 PH2025
 PH2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2025'STATION IS WESTERLY OF TWO STANDPIPES WHICH STAND SIDE BY SIDE
 PH2025'ON THE N SIDE OF HOYT AVENUE.  STATION IS LOCATED ABOUT 0.5 MILE
 PH2025'E OF THE MAIN STREET.  STANDPIPE IS ABOUT 18 FEET IN DIAMETER AND
 PH2025'42 FEET HIGH.  POINT OBSERVED WAS THE CENTER OF THE STANDPIPE.
 PH2025
 PH2025                          STATION RECOVERY (1947)
 PH2025
 PH2025'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH2025'STATION WAS RECOVERED IN GOOD CONDITION.
 PH2025
 PH2025                          STATION RECOVERY (1989)
 PH2025
 PH2025'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 PH2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2159 ***********************************************************************
 OF2159  DESIGNATION -  AP 1
 OF2159  PID         -  OF2159
 OF2159  STATE/COUNTY-  NY/MONROE
 OF2159  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2159
 OF2159                         *CURRENT SURVEY CONTROL
 OF2159  ___________________________________________________________________
 OF2159* NAD 83(1996)-  43 06 34.14490(N)    077 41 09.85043(W)     ADJUSTED  
 OF2159* NAVD 88     -       160.9    (meters)     528.     (feet)  VERTCON   
 OF2159  ___________________________________________________________________
 OF2159  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OF2159  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2159
 OF2159  HORZ ORDER  -  SECOND
 OF2159
 OF2159.This mark is at Greater Rochester Intl Airport (ROC)
 OF2159
 OF2159.The horizontal coordinates were established by classical geodetic methods
 OF2159.and adjusted by the National Geodetic Survey in January 1999..
 OF2159
 OF2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2159
 OF2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2159
 OF2159.The geoid height was determined by GEOID03.
 OF2159
 OF2159;                    North         East     Units Scale Factor Converg.
 OF2159;SPC NY W     -   345,723.141   423,029.356   MT  1.00000309   +0 36 47.6
 OF2159;SPC NY W     - 1,134,260.01  1,387,888.81   sFT  1.00000309   +0 36 47.6
 OF2159;UTM  18      - 4,776,475.349   281,446.619   MT  1.00018764   -1 50 10.9
 OF2159
 OF2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2159!SPC NY W     -   0.99998031  x   1.00000309  =   0.99998340
 OF2159!UTM  18      -   0.99998031  x   1.00018764  =   1.00016795
 OF2159
 OF2159:                Primary Azimuth Mark                     Grid Az
 OF2159:SPC NY W     -  AP 8                                     031 01 59.6
 OF2159:UTM  18      -  AP 8                                     033 28 58.1
 OF2159
 OF2159|---------------------------------------------------------------------|
 OF2159| PID    Reference Object                     Distance      Geod. Az  |
 OF2159|                                                           dddmmss.s |
 OF2159| OF2351 AP 8                                APPROX. 2.1 KM 0313847.2 |
 OF2159| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 4.5 KM 2250945.5 |
 OF2159|---------------------------------------------------------------------|
 OF2159
 OF2159                          SUPERSEDED SURVEY CONTROL
 OF2159
 OF2159  NAD 83(1986)-  43 06 34.15192(N)    077 41 09.84945(W) AD(       ) 2
 OF2159  NAD 27      -  43 06 33.93088(N)    077 41 10.83913(W) AD(       ) 2
 OF2159  NGVD 29 (07/19/86)  161.1    (m)          529.     (f) VERT ANG       
 OF2159
 OF2159.Superseded values are not recommended for survey control.
 OF2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2159.See file dsdata.txt to determine how the superseded data were derived.
 OF2159
 OF2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8144776475(NAD 83)
 OF2159_MARKER: DD = SURVEY DISK
 OF2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2159_STAMPING: AP 1
 OF2159_MARK LOGO: NGS   
 OF2159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2159
 OF2159  HISTORY     - Date     Condition        Report By
 OF2159  HISTORY     - 1975     MONUMENTED       NY-055
 OF2159  HISTORY     - 1979     GOOD             NGS
 OF2159  HISTORY     - 19920615 GOOD             NGS
 OF2159
 OF2159                          STATION DESCRIPTION
 OF2159
 OF2159'DESCRIBED BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2159'IN ROCHESTER AT THE ROCHESTER - MONROE COUNTY AIRPORT, 50 FT WEST OF
 OF2159'WEST EDGE OF RUNWAY 4-22, 55.3 FT NW OF RUNWAY LIGHT, AND 6963 FT
 OF2159'S OF N END OF RUNWAY.  STATION IS A STANDARD DISK STAMPED---1---IN
 OF2159'CONCRETE POST AT GRADE.
 OF2159
 OF2159                          STATION RECOVERY (1979)
 OF2159
 OF2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 OF2159'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OF2159'
 OF2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCHESTER-MONROE
 OF2159'COUNTY AIRPORT.
 OF2159
 OF2159                          STATION RECOVERY (1992)
 OF2159
 OF2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OF2159'THE STATION IS LOCATED AT THE ROCHESTER-MONROE COUNTY AIRPORT ADJACENT
 OF2159'TO AND ON THE NORTHWEST SIDE OF RUNWAY 4-22, APPROXIMATELY 6963 FT
 OF2159'(2122.3 M) SOUTHWEST OF RWY END 22, 55.3 FT (16.9 M) NORTHWEST OF A
 OF2159'RUNWAY LIGHT, 50 FT (15.2 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY
 OF2159'4-22 AND ON RANGE WITH THE CENTERLINE EXTENDED OF TAXIWAY U. THE
 OF2159'STATION IS A METAL DISK STAMPED AP 1 SET IN THE TOP OF A CONCRETE
 OF2159'MONUMENT FLUSH WITH THE GROUND.  IT IS 32.4 FT (9.9 M) NE OF THE
 OF2159'CENTER OF THE 1000 FT (304.8 M) REMAINING SIGN FRANIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2351 ***********************************************************************
 OF2351  DESIGNATION -  AP 8
 OF2351  PID         -  OF2351
 OF2351  STATE/COUNTY-  NY/MONROE
 OF2351  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2351
 OF2351                         *CURRENT SURVEY CONTROL
 OF2351  ___________________________________________________________________
 OF2351* NAD 83(1996)-  43 07 32.37154(N)    077 40 20.85484(W)     ADJUSTED  
 OF2351* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 OF2351  ___________________________________________________________________
 OF2351  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 OF2351  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OF2351
 OF2351  HORZ ORDER  -  SECOND
 OF2351
 OF2351.This mark is at Greater Rochester Intl Airport (ROC)
 OF2351
 OF2351.The horizontal coordinates were established by classical geodetic methods
 OF2351.and adjusted by the National Geodetic Survey in January 1999..
 OF2351
 OF2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2351
 OF2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2351
 OF2351.The geoid height was determined by GEOID03.
 OF2351
 OF2351;                    North         East     Units Scale Factor Converg.
 OF2351;SPC NY W     -   347,531.848   424,117.562   MT  1.00000505   +0 37 21.7
 OF2351;SPC NY W     - 1,140,194.07  1,391,459.03   sFT  1.00000505   +0 37 21.7
 OF2351;UTM  18      - 4,778,236.203   282,611.356   MT  1.00018139   -1 49 39.4
 OF2351
 OF2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2351!SPC NY W     -   0.99997897  x   1.00000505  =   0.99998402
 OF2351!UTM  18      -   0.99997897  x   1.00018139  =   1.00016036
 OF2351
 OF2351:                Primary Azimuth Mark                     Grid Az
 OF2351:SPC NY W     -  AIRPORT                                  186 37 47.4
 OF2351:UTM  18      -  AIRPORT                                  189 04 48.5
 OF2351
 OF2351|---------------------------------------------------------------------|
 OF2351| PID    Reference Object                     Distance      Geod. Az  |
 OF2351|                                                           dddmmss.s |
 OF2351| OF2115 AIRPORT                             APPROX. 0.5 KM 1871509.1 |
 OF2351| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 6.5 KM 2205054.6 |
 OF2351|---------------------------------------------------------------------|
 OF2351
 OF2351                          SUPERSEDED SURVEY CONTROL
 OF2351
 OF2351  NAD 83(1986)-  43 07 32.37847(N)    077 40 20.85376(W) AD(       ) 2
 OF2351  NAD 27      -  43 07 32.15609(N)    077 40 21.84166(W) AD(       ) 2
 OF2351  NGVD 29 (07/19/86)  169.7    (m)          557.     (f) VERT ANG       
 OF2351
 OF2351.Superseded values are not recommended for survey control.
 OF2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2351.See file dsdata.txt to determine how the superseded data were derived.
 OF2351
 OF2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8261178236(NAD 83)
 OF2351_MARKER: DD = SURVEY DISK
 OF2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2351_STAMPING: AP 8
 OF2351_MARK LOGO: NGS   
 OF2351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF2351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2351
 OF2351  HISTORY     - Date     Condition        Report By
 OF2351  HISTORY     - 1975     MONUMENTED       NGS
 OF2351  HISTORY     - 1979     GOOD             NGS
 OF2351  HISTORY     - 19930615 GOOD             NGS
 OF2351
 OF2351                          STATION DESCRIPTION
 OF2351
 OF2351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JEG)
 OF2351'IN ROCHESTER AT THE ROCHESTER - MONROE COUNTY AIRPORT, 50 FT W OF W
 OF2351'EDGE OF RUNWAY 4-22, 52.0 FT NW OF RUNWAY LIGHT, AND 37.5 FT S OF N
 OF2351'END OF RUNWAY.  STATION IS A STANDARD DISK STAMPED---8---IN CONCRETE
 OF2351'POST AT GRADE.
 OF2351
 OF2351                          STATION RECOVERY (1979)
 OF2351
 OF2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 OF2351'THE STATION WAS RECOVERED AS IN GOOD CONDITION AS DESCRIBED.
 OF2351'
 OF2351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCHESTER-MONROE
 OF2351'COUNTY AIRPORT.
 OF2351
 OF2351                          STATION RECOVERY (1993)
 OF2351
 OF2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OF2351'THE STATION IS LOCATED AT THE ROCHESTER-MONROE COUNTY AIRPORT NEAR
 OF2351'RUNWAY END 22, 50 FT (15.2 M) NORTHWEST OF THE NORTHWEST EDGE OF
 OF2351'RUNWAY 22, 52.0 FT (15.8 M) NORTHWEST OF A RUNWAY LIGHT AND 37.5 FT
 OF2351'(11.4 M) SOUTHWEST OF THE END OF RUNWAY 22.  THE STATION IS A METAL
 OF2351'DISK STAMPED AP 8 SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 OF2351'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2378 ***********************************************************************
 AE2378  SACS        -  This is a Secondary Airport Control Station.
 AE2378  DESIGNATION -  AP STA A 2
 AE2378  PID         -  AE2378
 AE2378  STATE/COUNTY-  NY/DUTCHESS
 AE2378  USGS QUAD   -  POUGHKEEPSIE (1995)
 AE2378
 AE2378                         *CURRENT SURVEY CONTROL
 AE2378  ___________________________________________________________________
 AE2378* NAD 83(1996)-  41 37 48.25764(N)    073 52 40.68226(W)     ADJUSTED  
 AE2378* NAVD 88     -        47.08   (meters)     154.5    (feet)  GPS OBS   
 AE2378  ___________________________________________________________________
 AE2378  X           -   1,325,776.322 (meters)                     COMP
 AE2378  Y           -  -4,586,639.301 (meters)                     COMP
 AE2378  Z           -   4,214,991.431 (meters)                     COMP
 AE2378  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 AE2378  ELLIP HEIGHT-          15.58  (meters)          (02/24/03) GPS OBS
 AE2378  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AE2378
 AE2378  HORZ ORDER  -  FIRST
 AE2378  ELLP ORDER  -  FOURTH    CLASS I
 AE2378
 AE2378.This mark is at Dutchess County Airport (POU)
 AE2378
 AE2378.The horizontal coordinates were established by GPS observations
 AE2378.and adjusted by the National Geodetic Survey in January 1998..
 AE2378
 AE2378.The orthometric height was determined by GPS observations and a
 AE2378.high-resolution geoid model.
 AE2378
 AE2378.GPS derived orthometric heights for airport stations designated as
 AE2378.PACS or SACS are published to 2 decimal places.  This maintains
 AE2378.centimeter relative accuracy between the PACS and SACS.  It does
 AE2378.not indicate centimeter accuracy relative to other marks which are
 AE2378.part of the NAVD 88 network.
 AE2378
 AE2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2378
 AE2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2378
 AE2378.The ellipsoidal height was determined by GPS observations
 AE2378.and is referenced to NAD 83.
 AE2378
 AE2378.The geoid height was determined by GEOID03.
 AE2378
 AE2378;                    North         East     Units Scale Factor Converg.
 AE2378;SPC NY E     -   310,703.219   201,828.229   MT  0.99993305   +0 24 47.7
 AE2378;SPC NY E     - 1,019,365.48    662,164.78   sFT  0.99993305   +0 24 47.7
 AE2378;UTM  18      - 4,609,312.802   593,461.047   MT  0.99970749   +0 44 43.6
 AE2378
 AE2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2378!SPC NY E     -   0.99999756  x   0.99993305  =   0.99993061
 AE2378!UTM  18      -   0.99999756  x   0.99970749  =   0.99970505
 AE2378
 AE2378                          SUPERSEDED SURVEY CONTROL
 AE2378
 AE2378  ELLIP H (01/15/98)   15.55   (m)                       GP(       ) 4 1
 AE2378
 AE2378.Superseded values are not recommended for survey control.
 AE2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2378.See file dsdata.txt to determine how the superseded data were derived.
 AE2378
 AE2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9346109313(NAD 83)
 AE2378_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2378_STAMPING: AP 1964 STA A2
 AE2378_MARK LOGO: CGS   
 AE2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2378+STABILITY: SURFACE MOTION
 AE2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2378+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1997
 AE2378
 AE2378  HISTORY     - Date     Condition        Report By
 AE2378  HISTORY     - 1964     MONUMENTED       CGS
 AE2378  HISTORY     - 19920615 GOOD             NGS
 AE2378  HISTORY     - 19970911 GOOD             NGS
 AE2378
 AE2378                          STATION DESCRIPTION
 AE2378
 AE2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AE2378'THE STATION IS LOCATED ON THE DUTCHESS COUNTY AIRPORT NEAR RUNWAY END
 AE2378'24, 145.3 FT (44.3 M) SOUTHWEST OF REIL LIGHT, 75.3 FT (23.0 M)
 AE2378'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 24, 75.0 FT (22.9 M)
 AE2378'SOUTHEAST OF AP 1954 STA A, 8.9 FT (2.7 M) NORTHEAST OF NORTHEAST EDGE
 AE2378'OF TAXIWAY AND 6.2 FT (1.9 M) NORTHEAST OF THE CENTER OF A SQUARE
 AE2378'GRATE IN STORM DRAIN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AE2378'STAMPED AP 1964 STA A2 SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AE2378'THE GROUND.
 AE2378
 AE2378                          STATION RECOVERY (1997)
 AE2378
 AE2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 AE2378'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 AE2378'IS LOCATED ALONG THE SOUTH SIDE OF POUGHKEEPSIE, AT THE DUTCHESS
 AE2378'COUNTY AIRPORT (POU) .  CONTACT AIRPORT AUTHORITY AT 263 NEW
 AE2378'HACKENSACK ROAD, WAPPINGERS FALLS, NY, ZIP 12590, PHONE (914)
 AE2378'463-6000.  ENTER THE AIRFIELD AT THE GATE BETWEEN THE TERMINAL AND THE
 AE2378'AIR TRAFFIC CONTROL TOWER, CONTINUE AHEAD NORTHWEST FOR 0.10 MI (0.16
 AE2378'KM) , THENCE TURN RIGHT AND CONTINUE NORTHEAST ALONG TAXIWAY A FOR 0.4
 AE2378'MI (0.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A CGS
 AE2378'TOPOGRAPHIC STATION DISK SET IN TOP OF A ROUND CONCRETE POST RECESSED
 AE2378'0.1 FEET (3.0 CM) BELOW GROUND.  THE STATION IS 75.3 FEET (23.0 M)
 AE2378'SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 24, 8.9 FEET (2.7 M)
 AE2378'NORTHEAST FROM THE NORTHEAST EDGE OF TAXIWAY A, 145.3 FEET (44.3 M)
 AE2378'SOUTHWEST FROM THE SOUTHEAST RUNWAY END IDENTIFIER LIGHT, 6.2 FEET
 AE2378'(1.9 M) NORTHEAST FROM THE CENTER OF A METAL GRATE IN A DRAIN.  THIS
 AE2378'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2305 ***********************************************************************
 AE2305  SACS        -  This is a Secondary Airport Control Station.
 AE2305  DESIGNATION -  AP STA A2 GFL
 AE2305  PID         -  AE2305
 AE2305  STATE/COUNTY-  NY/WARREN
 AE2305  USGS QUAD   -  HUDSON FALLS (1966)
 AE2305
 AE2305                         *CURRENT SURVEY CONTROL
 AE2305  ___________________________________________________________________
 AE2305* NAD 83(1996)-  43 20 08.36730(N)    073 36 33.61284(W)     ADJUSTED  
 AE2305* NAVD 88     -        97.31   (meters)     319.3    (feet)  GPS OBS   
 AE2305  ___________________________________________________________________
 AE2305  X           -   1,311,170.537 (meters)                     COMP
 AE2305  Y           -  -4,457,657.136 (meters)                     COMP
 AE2305  Z           -   4,354,745.626 (meters)                     COMP
 AE2305  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AE2305  ELLIP HEIGHT-          67.29  (meters)          (06/09/03) GPS OBS
 AE2305  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AE2305
 AE2305  HORZ ORDER  -  FIRST
 AE2305  ELLP ORDER  -  FOURTH    CLASS II
 AE2305
 AE2305.This mark is at Warren County Airport (GFL)
 AE2305
 AE2305.The horizontal coordinates were established by GPS observations
 AE2305.and adjusted by the National Geodetic Survey in October 2000..
 AE2305
 AE2305.The orthometric height was determined by GPS observations and a
 AE2305.high-resolution geoid model.
 AE2305
 AE2305.GPS derived orthometric heights for airport stations designated as
 AE2305.PACS or SACS are published to 2 decimal places.  This maintains
 AE2305.centimeter relative accuracy between the PACS and SACS.  It does
 AE2305.not indicate centimeter accuracy relative to other marks which are
 AE2305.part of the NAVD 88 network.
 AE2305
 AE2305.Photographs are available for this station.
 AE2305
 AE2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2305
 AE2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2305
 AE2305.The ellipsoidal height was determined by GPS observations
 AE2305.and is referenced to NAD 83.
 AE2305
 AE2305.The geoid height was determined by GEOID03.
 AE2305
 AE2305;                    North         East     Units Scale Factor Converg.
 AE2305;SPC NY E     -   500,343.682   222,221.904   MT  0.99996414   +0 36 40.5
 AE2305;SPC NY E     - 1,641,544.23    729,073.03   sFT  0.99996414   +0 36 40.5
 AE2305;UTM  18      - 4,799,029.080   612,732.358   MT  0.99975633   +0 57 16.1
 AE2305
 AE2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2305!SPC NY E     -   0.99998945  x   0.99996414  =   0.99995359
 AE2305!UTM  18      -   0.99998945  x   0.99975633  =   0.99974578
 AE2305
 AE2305                          SUPERSEDED SURVEY CONTROL
 AE2305
 AE2305  ELLIP H (10/20/00)   67.27   (m)                       GP(       ) 4 2
 AE2305
 AE2305.Superseded values are not recommended for survey control.
 AE2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2305.See file dsdata.txt to determine how the superseded data were derived.
 AE2305
 AE2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1273299029(NAD 83)
 AE2305_MARKER: DD = SURVEY DISK
 AE2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2305_STAMPING: AP 1964 STA A2
 AE2305_MARK LOGO: NOS   
 AE2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2305+STABILITY: SURFACE MOTION
 AE2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2305+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 AE2305
 AE2305  HISTORY     - Date     Condition        Report By
 AE2305  HISTORY     - 1964     MONUMENTED       CGS
 AE2305  HISTORY     - 19870615 GOOD             NGS
 AE2305  HISTORY     - 20000816 GOOD             NGS
 AE2305  HISTORY     - 20010427 GOOD             NGS
 AE2305
 AE2305                          STATION DESCRIPTION
 AE2305
 AE2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AE2305'STATION IS LOCATED AT RUNWAY END 1.  IT IS 175.01 FT (53.34 M) WEST OF
 AE2305'THE CENETRLINE OF END 1 AND ON LINE WITH THE RUNWAY END, AND 94.0 FT
 AE2305'(28.7 M) WEST OF THE MOST WESTERLY THRESHOLD LIGHT.  THE MARK IS A
 AE2305'STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA A2 SET IN THE TOP OF A
 AE2305'10-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AE2305
 AE2305                          STATION RECOVERY (2000)
 AE2305
 AE2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AE2305'THIS STATION IS LOCATED ON THE FLOYD BENNETT MEMORIAL AIRPORT.  THE
 AE2305'STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT IN THE GRASS AREA
 AE2305'WEST OF RUNWAY 1.  OWNERSHIP - WARREN COUNTY.  POINT OF CONTACT AT THE
 AE2305'AIRPORT FOR ACCESS TO STATION IS MARSHALL B.  STEVENS,ASSISTANT
 AE2305'AIRPORT SUPERVISOR 443 QUEENSBURY AVE, ROOM 201 QUEENSBURY, NY 12804.
 AE2305'PHONE 518-792-5995.** TO REACH FROM THE JUNCTION OF STATE HWY 254
 AE2305'(QUAKER ROAD) AND STATE HWY 32 (HIGHLAND AVE) .  GO NORTH ON STATE HWY
 AE2305'32 FOR .1 MI (0.2 KM) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON
 AE2305'STATE HWY 32 (DIX AVE) FOR .25 MI (0.40 KM) TO A CROSS ROAD. TURN LEFT
 AE2305'AND GO NORTH FOR 1.8 MI (2.9 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AE2305'TURN LEFT ON AIRPORT ENTRANCE ROAD AND GO WEST FOR .1 MI (0.2 KM) TO A
 AE2305'TRAFFIC CIRCLE AND GATE ON THE LEFT.  TURN LEFT THRU GATE AND GO SOUTH
 AE2305'AND WEST ON TAXIWAY THRU HANGARS FOR .15 MI (0.24 KM) TO THE RAMP AND
 AE2305'TAXIWAY A AND TAXIWAY D ON THE LEFT.  TURN LEFT AND GO .15 MI (0.24
 AE2305'KM) TO RUNWAY END 30 .  CROSS RUNWAY END 30 AND GO SOUTH ON TAXIWAY E
 AE2305'FOR .2 MI (0.3 KM) TO RUNWAY END 1.  CROSS RUNWAY END 1 AND GO WEST
 AE2305'FOR .05 MI (0.08 KM) TO THE STATION IN THE GRASS WEST OF RUNWAY END
 AE2305'.** THE STATION IS 77.8 FT (23.7 M) WEST OF THE NORTHWEST CORNER OF A
 AE2305'CONCRETE PAD SURROUNDING AN ELECTRIC JUNCTION BOX, 201.1 FT (61.3 M)
 AE2305'SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTH OF RUNWAY END 1, 84.9 FT
 AE2305'(25.9 M) EAST OF THE NORTHWEST CORNER OF A CONCRETE SLAB STAMPED
 AE2305'BURIED CABLE.  THE STATION IS A STANDARD SURVEY DISK SET IN ROUND
 AE2305'CONCRETE POST.  STATION DISK STAMPING CANNOT BE READ.** THIS STATION
 AE2305'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE2305
 AE2305                          STATION RECOVERY (2001)
 AE2305
 AE2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AE2305'RECOVERED AS DESCRIBED
 AE2305'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0771 ***********************************************************************
 PH0771  DESIGNATION -  AP STA B
 PH0771  PID         -  PH0771
 PH0771  STATE/COUNTY-  NY/ST LAWRENCE
 PH0771  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0771
 PH0771                         *CURRENT SURVEY CONTROL
 PH0771  ___________________________________________________________________
 PH0771* NAD 83(1986)-  44 40 49.     (N)    075 28 31.     (W)     SCALED    
 PH0771* NAVD 88     -        86.639  (meters)     284.25   (feet)  ADJUSTED  
 PH0771  ___________________________________________________________________
 PH0771  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 PH0771  DYNAMIC HT  -          86.634 (meters)     284.23  (feet)  COMP
 PH0771  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 PH0771
 PH0771  VERT ORDER  -  SECOND    CLASS 0
 PH0771
 PH0771.This mark is at Ogdensburg Airport (OGS)
 PH0771
 PH0771.The horizontal coordinates were scaled from a topographic map and have
 PH0771.an estimated accuracy of +/- 6 seconds.
 PH0771
 PH0771.The orthometric height was determined by differential leveling
 PH0771.and adjusted by the National Geodetic Survey in June 1991..
 PH0771
 PH0771.The geoid height was determined by GEOID03.
 PH0771
 PH0771.The dynamic height is computed by dividing the NAVD 88
 PH0771.geopotential number by the normal gravity value computed on the
 PH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0771.degrees latitude (g = 980.6199 gals.).
 PH0771
 PH0771.The modeled gravity was interpolated from observed gravity values.
 PH0771
 PH0771;                    North         East    Units  Estimated Accuracy
 PH0771;SPC NY E     -   649,810.       72,680.      MT  (+/- 180 meters Scaled)
 PH0771
 PH0771                          SUPERSEDED SURVEY CONTROL
 PH0771
 PH0771  NGVD 29 (??/??/92)   86.763  (m)          284.65   (f) ADJ UNCH    2 0
 PH0771
 PH0771.Superseded values are not recommended for survey control.
 PH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0771.See file dsdata.txt to determine how the superseded data were derived.
 PH0771
 PH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ623475(NAD 83)
 PH0771_MARKER: DT = TOPOGRAPHIC STATION DISK
 PH0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0771_STAMPING: AP 1966 STA. B
 PH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0771+STABILITY: SURFACE MOTION
 PH0771
 PH0771  HISTORY     - Date     Condition        Report By
 PH0771  HISTORY     - 1966     MONUMENTED       CGS
 PH0771  HISTORY     - 1975     GOOD             NGS
 PH0771  HISTORY     - 19940904 GOOD             USPSQD
 PH0771
 PH0771                          STATION DESCRIPTION
 PH0771
 PH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PH0771'1.3 MI SE FROM OGDENSBURG.
 PH0771'LOCATED 1.3 MILES SOUTHEAST OF THE POSTOFFICE IN OGDENSBURG ALONG
 PH0771'STATE HIGHWAY 87, AT OGDENSBURG MUNICIPAL AIRPORT, AT THE WEST END OF
 PH0771'RUNWAY 8-26, 199.2 FEET NORTHWEST OF THE FIRST RUNWAY LIGHT, 75.0 FEET
 PH0771'NORTH OF THE NORTH EDGE OF RUNWAY END 8 AND 64.8 FEET NORTH OF THE
 PH0771'MOST NORTHERLY THRESHOLD LIGHT.  A TOPOGRAPHIC STATION DISK STAMPED AP
 PH0771'1966 STA. B IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 PH0771
 PH0771                          STATION RECOVERY (1975)
 PH0771
 PH0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0771'RECOVERED IN GOOD CONDITION.
 PH0771
 PH0771                          STATION RECOVERY (1994)
 PH0771
 PH0771'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2379 ***********************************************************************
 AE2379  SACS        -  This is a Secondary Airport Control Station.
 AE2379  DESIGNATION -  AP STA B 2
 AE2379  PID         -  AE2379
 AE2379  STATE/COUNTY-  NY/DUTCHESS
 AE2379  USGS QUAD   -  WAPPINGERS FALLS (1981)
 AE2379
 AE2379                         *CURRENT SURVEY CONTROL
 AE2379  ___________________________________________________________________
 AE2379* NAD 83(1996)-  41 37 26.60267(N)    073 53 16.01186(W)     ADJUSTED  
 AE2379* NAVD 88     -        46.53   (meters)     152.7    (feet)  GPS OBS   
 AE2379  ___________________________________________________________________
 AE2379  X           -   1,325,113.735 (meters)                     COMP
 AE2379  Y           -  -4,587,292.276 (meters)                     COMP
 AE2379  Z           -   4,214,491.663 (meters)                     COMP
 AE2379  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 AE2379  ELLIP HEIGHT-          15.01  (meters)          (02/24/03) GPS OBS
 AE2379  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 AE2379
 AE2379  HORZ ORDER  -  FIRST
 AE2379  ELLP ORDER  -  FOURTH    CLASS I
 AE2379
 AE2379.This mark is at Dutchess County Airport (POU)
 AE2379
 AE2379.The horizontal coordinates were established by GPS observations
 AE2379.and adjusted by the National Geodetic Survey in January 1998..
 AE2379
 AE2379.The orthometric height was determined by GPS observations and a
 AE2379.high-resolution geoid model.
 AE2379
 AE2379.GPS derived orthometric heights for airport stations designated as
 AE2379.PACS or SACS are published to 2 decimal places.  This maintains
 AE2379.centimeter relative accuracy between the PACS and SACS.  It does
 AE2379.not indicate centimeter accuracy relative to other marks which are
 AE2379.part of the NAVD 88 network.
 AE2379
 AE2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2379
 AE2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2379
 AE2379.The ellipsoidal height was determined by GPS observations
 AE2379.and is referenced to NAD 83.
 AE2379
 AE2379.The geoid height was determined by GEOID03.
 AE2379
 AE2379;                    North         East     Units Scale Factor Converg.
 AE2379;SPC NY E     -   310,029.338   201,015.276   MT  0.99993202   +0 24 24.0
 AE2379;SPC NY E     - 1,017,154.59    659,497.62   sFT  0.99993202   +0 24 24.0
 AE2379;UTM  18      - 4,608,634.373   592,652.197   MT  0.99970564   +0 44 19.8
 AE2379
 AE2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2379!SPC NY E     -   0.99999765  x   0.99993202  =   0.99992967
 AE2379!UTM  18      -   0.99999765  x   0.99970564  =   0.99970329
 AE2379
 AE2379                          SUPERSEDED SURVEY CONTROL
 AE2379
 AE2379  ELLIP H (01/15/98)   14.98   (m)                       GP(       ) 4 1
 AE2379
 AE2379.Superseded values are not recommended for survey control.
 AE2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2379.See file dsdata.txt to determine how the superseded data were derived.
 AE2379
 AE2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9265208634(NAD 83)
 AE2379_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2379_STAMPING: AP 1964 STA B2
 AE2379_MARK LOGO: CGS   
 AE2379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2379+STABILITY: SURFACE MOTION
 AE2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2379+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1997
 AE2379
 AE2379  HISTORY     - Date     Condition        Report By
 AE2379  HISTORY     - 1964     MONUMENTED       CGS
 AE2379  HISTORY     - 19920615 GOOD             NGS
 AE2379  HISTORY     - 19970911 GOOD             NGS
 AE2379
 AE2379                          STATION DESCRIPTION
 AE2379
 AE2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AE2379'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE AIRPORT ABOUT 1400
 AE2379'FT (426.7 M) NORTHEAST OF RUNWAY END 6.  IT IS 76.0 FT (23.2 M)
 AE2379'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 6, 72.6 FT (22.1 M) EAST OF
 AE2379'THE FIRST RUNWAY LIGHT SOUTHWEST OF TAXIWAY G, 26.6 FT (8.1 M)
 AE2379'SOUTHEAST OF THE SECOND TAXIWAY LIGHT SOUTHEAST OF THE RUNWAY AND 8.4
 AE2379'FT (2.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXIWAY G.  IT IS A CGS
 AE2379'TOPOGRAPHIC DISK STAMPED AP 1964 STA B2 AND SET IN THE TOP OF A
 AE2379'CONCRETE POST FLUSH WITH THE GROUND.
 AE2379
 AE2379                          STATION RECOVERY (1997)
 AE2379
 AE2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 AE2379'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 AE2379'IS LOCATED ALONG THE SOUTH SIDE OF POUGHKEEPSIE, AT THE DUTCHESS
 AE2379'COUNTY AIRPORT (POU) .  CONTACT AIRPORT AUTHORITY AT 263 NEW
 AE2379'HACKENSACK ROAD, WAPPINGERS FALLS, NY, ZIP 12590, PHONE (914)
 AE2379'463-6000.  ENTER THE AIRFIELD AT THE GATE BETWEEN THE TERMINAL AND THE
 AE2379'AIR TRAFFIC CONTROL TOWER, CONTINUE AHEAD NORTHWEST FOR 0.10 MILE,
 AE2379'(0.16 KM) THENCE PROCEED 0.25 MILE (0.40 KM) SOUTHWEST ALONG TAXIWAY A
 AE2379'TO ITS JUNCTION WITH TAXIWAY G AND THE MARK ON THE RIGHT. THE STATION
 AE2379'IS A CGS TOPOGRAPHIC STATION DISK SET IN TOP OF A ROUND CONCRETE POST
 AE2379'RECESSED 0.2 FEET (6.1 CM) BELOW GROUND.  THE STATION IS APPROXIMATELY
 AE2379'1400 FEET (426.7 M) NORTHEAST FROM THE SOUTHWEST END OF RUNWAY 6, 76.0
 AE2379'FEET (23.2 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 6, 72.6 FEET
 AE2379'(22.1 M) EAST FROM THE FIRST RUNWAY LIGHT SOUTHWEST OF TAXIWAY G, 26.6
 AE2379'FT (8.1 M) SOUTHEAST FROM THE THIRD TAXIWAY LIGHT SOUTHEAST OF THE
 AE2379'RUNWAY, 8.4 FEET (2.6 M) SOUTHWEST FROM THE SOUTHWEST EDGE OF TAXIWAY
 AE2379'G.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2306 ***********************************************************************
 AE2306  SACS        -  This is a Secondary Airport Control Station.
 AE2306  DESIGNATION -  AP STA B2 GFL
 AE2306  PID         -  AE2306
 AE2306  STATE/COUNTY-  NY/WARREN
 AE2306  USGS QUAD   -  HUDSON FALLS (1966)
 AE2306
 AE2306                         *CURRENT SURVEY CONTROL
 AE2306  ___________________________________________________________________
 AE2306* NAD 83(1996)-  43 20 57.76530(N)    073 36 35.47172(W)     ADJUSTED  
 AE2306* NAVD 88     -        99.04   (meters)     324.9    (feet)  GPS OBS   
 AE2306  ___________________________________________________________________
 AE2306  X           -   1,310,835.474 (meters)                     COMP
 AE2306  Y           -  -4,456,666.365 (meters)                     COMP
 AE2306  Z           -   4,355,855.544 (meters)                     COMP
 AE2306  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AE2306  ELLIP HEIGHT-          69.06  (meters)          (06/09/03) GPS OBS
 AE2306  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AE2306
 AE2306  HORZ ORDER  -  FIRST
 AE2306  ELLP ORDER  -  FOURTH    CLASS II
 AE2306
 AE2306.This mark is at Warren County Airport (GFL)
 AE2306
 AE2306.The horizontal coordinates were established by GPS observations
 AE2306.and adjusted by the National Geodetic Survey in October 2000..
 AE2306
 AE2306.The orthometric height was determined by GPS observations and a
 AE2306.high-resolution geoid model.
 AE2306
 AE2306.GPS derived orthometric heights for airport stations designated as
 AE2306.PACS or SACS are published to 2 decimal places.  This maintains
 AE2306.centimeter relative accuracy between the PACS and SACS.  It does
 AE2306.not indicate centimeter accuracy relative to other marks which are
 AE2306.part of the NAVD 88 network.
 AE2306
 AE2306.Photographs are available for this station.
 AE2306
 AE2306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2306
 AE2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2306
 AE2306.The ellipsoidal height was determined by GPS observations
 AE2306.and is referenced to NAD 83.
 AE2306
 AE2306.The geoid height was determined by GEOID03.
 AE2306
 AE2306;                    North         East     Units Scale Factor Converg.
 AE2306;SPC NY E     -   501,867.563   222,163.779   MT  0.99996404   +0 36 39.8
 AE2306;SPC NY E     - 1,646,543.83    728,882.33   sFT  0.99996404   +0 36 39.8
 AE2306;UTM  18      - 4,800,552.269   612,665.118   MT  0.99975614   +0 57 15.7
 AE2306
 AE2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2306!SPC NY E     -   0.99998917  x   0.99996404  =   0.99995321
 AE2306!UTM  18      -   0.99998917  x   0.99975614  =   0.99974531
 AE2306
 AE2306                          SUPERSEDED SURVEY CONTROL
 AE2306
 AE2306  ELLIP H (10/20/00)   69.04   (m)                       GP(       ) 4 2
 AE2306
 AE2306.Superseded values are not recommended for survey control.
 AE2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2306.See file dsdata.txt to determine how the superseded data were derived.
 AE2306
 AE2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1266500552(NAD 83)
 AE2306_MARKER: DD = SURVEY DISK
 AE2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2306_STAMPING: AP 1964 STA B2
 AE2306_MARK LOGO: NOS   
 AE2306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2306+STABILITY: SURFACE MOTION
 AE2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2306+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 AE2306
 AE2306  HISTORY     - Date     Condition        Report By
 AE2306  HISTORY     - 1964     MONUMENTED       CGS
 AE2306  HISTORY     - 19870615 GOOD             NGS
 AE2306  HISTORY     - 20000816 GOOD             NGS
 AE2306  HISTORY     - 20010427 GOOD             NGS
 AE2306
 AE2306                          STATION DESCRIPTION
 AE2306
 AE2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AE2306'THE STATION IS LOCATED AT RUNWAY END 19.  IT IS 175.12 FT (53.38 M) W
 AE2306'OF THE CENTERLINE END OF THE RUNWAY AND ON LINE WITH THE END, AND 92.5
 AE2306'FT (28.2 M) W OF THE MOST WESTERLY THRESHOLD LIGHTS.  THE MARK IS A
 AE2306'STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA B2 SET IN THE TOP OF A
 AE2306'10-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 AE2306
 AE2306                          STATION RECOVERY (2000)
 AE2306
 AE2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AE2306'THIS STATION IS LOCATED ON THE FLOYD BENNETT MEMORIAL AIRPORT.  THE
 AE2306'STATION IS AT THE NORTH END OF THE AIRPORT IN GRASS AREA WEST OF
 AE2306'RUNWAY END 19.  OWNERSHIP - WARREN COUNTY.  POINT OF CONTACT AT THE
 AE2306'AIRPORT FOR ACCESS TO STATION IS MARSHALL B.  STEVENS,ASSISTANT
 AE2306'AIRPORT SUPERVISOR 443 QUEENSBURY AVE, ROOM 201 QUEENSBURY, NY 12804.
 AE2306'PHONE 518-792-5995.** TO REACH FROM THE JUNCTION OF STATE HWY 254
 AE2306'(QUAKER ROAD) AND STATE HWY 32 (HIGHLAND ROAD) .  GO NORTH ON STATE
 AE2306'HWY 32 FOR 0.1 MI (0.2 KM) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON
 AE2306'STATE HWY 32 (DIX AVE) FOR .25 MI (0.40 KM) TO A CROSS ROAD. TURN LEFT
 AE2306'AND GO NORTH FOR 1.8 MI (2.9 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AE2306'TURN LEFT AND GO WEST ON AIRPORT ENTRANCE ROAD FOR .1 MI (0.2 KM) TO
 AE2306'TRAFFIC CIRCLE AND GATE ON THE LEFT.  TURN LEFT THRU GATE AND GO SOUTH
 AE2306'AND WEST ON TAXIWAY THRU HANGARS FOR .15 MI (0.24 KM) TO THE RAMP AND
 AE2306'TAXIWAY A.  GO NORTH ON TAXIWAY A FOR .6 MI (1.0 KM) TO RUNWAY 19.
 AE2306'CROSS RUNWAY END 19 TO STATION IN GRASS AREA WEST OF RUNWAY.** THE
 AE2306'STATION IS IN LINE WITH THE EDGE OF RUNWAY.  IT IS 205.4 FT (62.6 M)
 AE2306'NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF RUNWAY END, 175.2 FT
 AE2306'(53.4 M) WEST OF THE CENTERLINE OF RUNWAY, AND 92.1 FT (28.1 M) WEST
 AE2306'OF THE WESTERN MOST THRESHOLD LIGHT.  THE STATION IS A STANDARD SURVEY
 AE2306'DISK SET IN ROUND CONCRETE POST.  STAMPING CANNOT BE READ.** THIS
 AE2306'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AE2306
 AE2306                          STATION RECOVERY (2001)
 AE2306
 AE2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AE2306'RECOVERED AS DESCROBED
 AE2306'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1562 ***********************************************************************
 OD1562  DESIGNATION -  APA 1 SACGS 1973
 OD1562  PID         -  OD1562
 OD1562  STATE/COUNTY-  NY/SARATOGA
 OD1562  USGS QUAD   -  GANSEVOORT (1968)
 OD1562
 OD1562                         *CURRENT SURVEY CONTROL
 OD1562  ___________________________________________________________________
 OD1562* NAD 83(1996)-  43 14 17.93504(N)    073 41 16.94837(W)     ADJUSTED  
 OD1562* NAVD 88     -       104.3    (meters)     342.     (feet)  VERTCON   
 OD1562  ___________________________________________________________________
 OD1562  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 OD1562  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OD1562
 OD1562  HORZ ORDER  -  SECOND
 OD1562
 OD1562.The horizontal coordinates were established by classical geodetic methods
 OD1562.and adjusted by the National Geodetic Survey in January 1999..
 OD1562
 OD1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1562
 OD1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1562
 OD1562.The geoid height was determined by GEOID03.
 OD1562
 OD1562;                    North         East     Units Scale Factor Converg.
 OD1562;SPC NY E     -   489,465.050   215,944.997   MT  0.99995348   +0 33 22.5
 OD1562;SPC NY E     - 1,605,853.25    708,479.54   sFT  0.99995348   +0 33 22.5
 OD1562;UTM  18      - 4,788,115.380   606,521.977   MT  0.99973958   +0 53 55.8
 OD1562
 OD1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1562!SPC NY E     -   0.99998838  x   0.99995348  =   0.99994186
 OD1562!UTM  18      -   0.99998838  x   0.99973958  =   0.99972796
 OD1562
 OD1562:                Primary Azimuth Mark                     Grid Az
 OD1562:SPC NY E     -  APA SACGS 1973                           227 56 00.4
 OD1562:UTM  18      -  APA SACGS 1973                           227 35 27.1
 OD1562
 OD1562|---------------------------------------------------------------------|
 OD1562| PID    Reference Object                     Distance      Geod. Az  |
 OD1562|                                                           dddmmss.s |
 OD1562| OD1564 APA SACGS 1973                      APPROX. 0.5 KM 2282922.9 |
 OD1562|---------------------------------------------------------------------|
 OD1562
 OD1562                          SUPERSEDED SURVEY CONTROL
 OD1562
 OD1562  NAD 83(1996)-  43 14 17.93746(N)    073 41 16.94853(W) AD(       ) 2
 OD1562  NAD 83(1992)-  43 14 17.93804(N)    073 41 16.94833(W) AD(       ) 2
 OD1562  NAD 83(1986)-  43 14 17.93903(N)    073 41 16.94840(W) AD(       ) 2
 OD1562  NAD 27      -  43 14 17.67600(N)    073 41 18.52179(W) AD(       ) 2
 OD1562  NGVD 29 (07/19/86)  104.5    (m)          343.     (f) VERT ANG       
 OD1562
 OD1562.Superseded values are not recommended for survey control.
 OD1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1562.See file dsdata.txt to determine how the superseded data were derived.
 OD1562
 OD1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0652288115(NAD 83)
 OD1562_MARKER: DD = SURVEY DISK
 OD1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1562+STABILITY: SURFACE MOTION
 OD1562
 OD1562  HISTORY     - Date     Condition        Report By
 OD1562  HISTORY     - 1973     MONUMENTED       NY-091
 OD1562
 OD1562                          STATION DESCRIPTION
 OD1562
 OD1562'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1562'STATION APA SACGS IS ABOUT 5.0 MILES SOUTHWEST OF THE VILLAGE OF
 OD1562'SOUTH GLENS FALLS, 3.5 MILES NORTHWEST OF GANSEVOORT, 0.5 MILE
 OD1562'NORTHWEST OF FORTSVILLE, IN THE TOWNSHIP OF MOREAU.
 OD1562'
 OD1562'TO REACH AZIMUTH MARK, APA-1 (SACGS), FROM THE STATION, GO
 OD1562'NORTHEAST ON U.S. HIGHWAY 9 FOR 0.30 MILE TO MARK ON RIGHT.
 OD1562'
 OD1562'AZIMUTH MARK, APA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1562'COUNTY GEODETIC SURVEY STAMPED APA-1.  IT IS SET IN THE TOP OF A
 OD1562'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 OD1562'GROUND.  IT IS LOCATED 33.3 FEET SOUTHEAST OF THE CENTERLINE OF
 OD1562'THE NORTHBOUND LANES OF U.S. HIGHWAY 9, 63.9 FEET NORTHEAST OF
 OD1562'THE NORTHWEST POST OF THE STATE POLICE SIGN ON THE SOUTHEAST
 OD1562'SIDE OF U.S. HIGHWAY 9, 37.7 FEET NORTHWEST OF A 21-INCH PITCH
 OD1562'PINE TREE AND 35.6 FEET SOUTHWEST OF POWER POLE NM 89, NYT
 OD1562'136, ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1564 ***********************************************************************
 OD1564  DESIGNATION -  APA SACGS 1973
 OD1564  PID         -  OD1564
 OD1564  STATE/COUNTY-  NY/SARATOGA
 OD1564  USGS QUAD   -  GANSEVOORT (1968)
 OD1564
 OD1564                         *CURRENT SURVEY CONTROL
 OD1564  ___________________________________________________________________
 OD1564* NAD 83(1996)-  43 14 06.84876(N)    073 41 34.07996(W)     ADJUSTED  
 OD1564* NAVD 88     -        99.7    (meters)     327.     (feet)  VERTCON   
 OD1564  ___________________________________________________________________
 OD1564  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 OD1564  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 OD1564
 OD1564  HORZ ORDER  -  SECOND
 OD1564
 OD1564.The horizontal coordinates were established by classical geodetic methods
 OD1564.and adjusted by the National Geodetic Survey in January 1999..
 OD1564
 OD1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1564
 OD1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1564
 OD1564.The geoid height was determined by GEOID03.
 OD1564
 OD1564;                    North         East     Units Scale Factor Converg.
 OD1564;SPC NY E     -   489,119.214   215,561.803   MT  0.99995286   +0 33 10.6
 OD1564;SPC NY E     - 1,604,718.62    707,222.35   sFT  0.99995286   +0 33 10.6
 OD1564;UTM  18      - 4,787,767.334   606,140.939   MT  0.99973858   +0 53 43.8
 OD1564
 OD1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1564!SPC NY E     -   0.99998910  x   0.99995286  =   0.99994196
 OD1564!UTM  18      -   0.99998910  x   0.99973858  =   0.99972768
 OD1564
 OD1564:                Primary Azimuth Mark                     Grid Az
 OD1564:SPC NY E     -  APA 1 SACGS 1973                         047 56 00.6
 OD1564:UTM  18      -  APA 1 SACGS 1973                         047 35 27.4
 OD1564
 OD1564|---------------------------------------------------------------------|
 OD1564| PID    Reference Object                     Distance      Geod. Az  |
 OD1564|                                                           dddmmss.s |
 OD1564| OD1562 APA 1 SACGS 1973                    APPROX. 0.5 KM 0482911.2 |
 OD1564|---------------------------------------------------------------------|
 OD1564
 OD1564                          SUPERSEDED SURVEY CONTROL
 OD1564
 OD1564  NAD 83(1996)-  43 14 06.85121(N)    073 41 34.08013(W) AD(       ) 2
 OD1564  NAD 83(1992)-  43 14 06.85180(N)    073 41 34.07992(W) AD(       ) 2
 OD1564  NAD 83(1986)-  43 14 06.85277(N)    073 41 34.07996(W) AD(       ) 2
 OD1564  NAD 27      -  43 14 06.58971(N)    073 41 35.65282(W) AD(       ) 2
 OD1564  NGVD 29 (07/19/86)   99.9    (m)          328.     (f) VERT ANG       
 OD1564
 OD1564.Superseded values are not recommended for survey control.
 OD1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1564.See file dsdata.txt to determine how the superseded data were derived.
 OD1564
 OD1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0614187767(NAD 83)
 OD1564_MARKER: DD = SURVEY DISK
 OD1564_SETTING: 0 = UNSPECIFIED SETTING
 OD1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1564
 OD1564  HISTORY     - Date     Condition        Report By
 OD1564  HISTORY     - 1973     MONUMENTED       NY-091
 OD1564
 OD1564                          STATION DESCRIPTION
 OD1564
 OD1564'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1564'THE STATION IS ABOUT 5.0 MILES SOUTHWEST OF THE VILLAGE OF SOUTH
 OD1564'GLENS FALLS, 3.5 MILES NORTHWEST OF GANSEVOORT, 0.5 MILE NORTHWEST
 OD1564'OF FORTSVILLE, IN THE TOWNSHIP OF MOREAU.
 OD1564'
 OD1564'THE STATION IS LOCATED ON THE BRIDGE CARRYING U.S. HIGHWAY 9
 OD1564'OVER INTERSTATE HIGHWAY 87 AT EXIT 17.
 OD1564'
 OD1564'TO REACH AZIMUTH MARK, APA-1 (SACGS), FROM THE STATION, GO
 OD1564'NORTHEAST ON U.S. HIGHWAY 9 FOR 0.30 MILE TO MARK ON RIGHT.
 OD1564'
 OD1564'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1564'SURVEY STAMPED APA.  IT IS IMBEDDED IN THE CONCRETE IN THE MALL
 OD1564'BETWEEN THE NORTH AND SOUTHBOUND LANES OF U.S. HIGHWAY 9 AND IS
 OD1564'FLUSH WITH THE SURFACE.  IT IS LOCATED 25.0 FEET SOUTHEAST OF THE
 OD1564'CENTERLINE OF THE SOUTHBOUND LANE, 29.5 FEET NORTHEAST OF THE
 OD1564'SOUTHWEST END OF THE GRANITE CURB, 20.2 FEET NORTHWEST OF THE
 OD1564'CENTERLINE OF THE NORTHBOUND LANE AND 8.7 FEET WEST OF THE
 OD1564'SOUTHEAST CORNER OF THE STORM WATER GRATING ON THE NORTHWEST
 OD1564'SIDE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 9.
 OD1564'
 OD1564'AZIMUTH MARK, APA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1564'COUNTY GEODETIC SURVEY STAMPED APA-1.  IT IS SET IN THE TOP OF A
 OD1564'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 OD1564'GROUND.  IT IS LOCATED 33.3 FEET SOUTHEAST OF THE CENTERLINE OF
 OD1564'THE NORTHBOUND LANES OF U.S. HIGHWAY 9, 63.9 FEET NORTHEAST OF
 OD1564'THE NORTHWEST POST OF THE STATE POLICE SIGN ON THE SOUTHEAST
 OD1564'SIDE OF U.S. HIGHWAY 9, 37.7 FEET NORTHWEST OF A 21-INCH PITCH
 OD1564'PINE TREE AND 35.6 FEET SOUTHWEST OF POWER POLE NM 89, NYT
 OD1564'136, ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 9.
 OD1564'
 OD1564'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1556 ***********************************************************************
 OD1556  DESIGNATION -  APB 2
 OD1556  PID         -  OD1556
 OD1556  STATE/COUNTY-  NY/SARATOGA
 OD1556  USGS QUAD   -  GANSEVOORT (1968)
 OD1556
 OD1556                         *CURRENT SURVEY CONTROL
 OD1556  ___________________________________________________________________
 OD1556* NAD 83(1996)-  43 14 43.01908(N)    073 40 41.93057(W)     ADJUSTED  
 OD1556* NAVD 88     -       104.6    (meters)     343.     (feet)  VERTCON   
 OD1556  ___________________________________________________________________
 OD1556  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 OD1556  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OD1556
 OD1556  HORZ ORDER  -  SECOND
 OD1556
 OD1556.The horizontal coordinates were established by classical geodetic methods
 OD1556.and adjusted by the National Geodetic Survey in January 1999..
 OD1556
 OD1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1556
 OD1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1556
 OD1556.The geoid height was determined by GEOID03.
 OD1556
 OD1556;                    North         East     Units Scale Factor Converg.
 OD1556;SPC NY E     -   490,246.797   216,727.408   MT  0.99995475   +0 33 46.7
 OD1556;SPC NY E     - 1,608,418.03    711,046.50   sFT  0.99995475   +0 33 46.7
 OD1556;UTM  18      - 4,788,901.623   607,299.534   MT  0.99974163   +0 54 20.2
 OD1556
 OD1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1556!SPC NY E     -   0.99998833  x   0.99995475  =   0.99994308
 OD1556!UTM  18      -   0.99998833  x   0.99974163  =   0.99972996
 OD1556
 OD1556:                Primary Azimuth Mark                     Grid Az
 OD1556:SPC NY E     -  APA 1 SACGS 1973                         225 01 27.5
 OD1556:UTM  18      -  APA 1 SACGS 1973                         224 40 54.0
 OD1556
 OD1556|---------------------------------------------------------------------|
 OD1556| PID    Reference Object                     Distance      Geod. Az  |
 OD1556|                                                           dddmmss.s |
 OD1556| OD1562 APA 1 SACGS 1973                    APPROX. 1.1 KM 2253514.2 |
 OD1556|---------------------------------------------------------------------|
 OD1556
 OD1556                          SUPERSEDED SURVEY CONTROL
 OD1556
 OD1556  NAD 83(1996)-  43 14 43.02145(N)    073 40 41.93069(W) AD(       ) 2
 OD1556  NAD 83(1992)-  43 14 43.02202(N)    073 40 41.93048(W) AD(       ) 2
 OD1556  NAD 83(1986)-  43 14 43.02306(N)    073 40 41.93062(W) AD(       ) 2
 OD1556  NAD 27      -  43 14 42.76012(N)    073 40 43.50510(W) AD(       ) 2
 OD1556  NGVD 29 (07/19/86)  104.8    (m)          344.     (f) VERT ANG       
 OD1556
 OD1556.Superseded values are not recommended for survey control.
 OD1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1556.See file dsdata.txt to determine how the superseded data were derived.
 OD1556
 OD1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0730088902(NAD 83)
 OD1556_MARKER: DD = SURVEY DISK
 OD1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1556_STAMPING: APB 2
 OD1556_MARK LOGO: NY-091
 OD1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1556+STABILITY: SURFACE MOTION
 OD1556
 OD1556  HISTORY     - Date     Condition        Report By
 OD1556  HISTORY     - 1973     MONUMENTED       NY-091
 OD1556  HISTORY     - 19831024 GOOD             NGS
 OD1556
 OD1556                          STATION DESCRIPTION
 OD1556
 OD1556'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1556'STATION APB SACGS IS ABOUT 3.5 MILES SOUTHWEST OF THE VILLAGE OF
 OD1556'SOUTH GLENS FALLS, 4.0 MILES NORTHWEST OF GANSEVOORT AND 1.5 MILES
 OD1556'NORTHEAST OF FORTSVILLE, IN THE TOWNSHIP OF MOREAU.
 OD1556'
 OD1556'TO REACH STATION APB SACGS FROM U.S. HIGHWAY 9 AT EXIT 17 (INTERSTATE
 OD1556'HIGHWAY 87), GO NORTHEAST ON U.S. HIGHWAY 9 FOR 1.0 MILES TO
 OD1556'AZIMUTH MARK, APB-2 (SACGS), ON THE LEFT.
 OD1556'
 OD1556'AZIMUTH MARK, APB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1556'COUNTY GEODETIC SURVEY STAMPED APB-2.  IT IS SET IN THE TOP OF A
 OD1556'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1556'GROUND.  IT IS LOCATED 2.5 FEET SOUTHEAST OF POLE 106 ON THE
 OD1556'NORTHWEST SIDE OF U.S. HIGHWAY 9, 48.2 FEET NORTHEAST OF THE
 OD1556'RANGE LINE OFF THE NORTHEAST SIDE OF THE FRAME MOTEL ON THE
 OD1556'SOUTHEAST SIDE OF U.S. HIGHWAY 9, 61.4 FEET NORTH OF POLE 113
 OD1556'ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 9 AND 24.6 FEET NORTHWEST
 OD1556'OF THE CENTERLINE OF U.S. HIGHWAY 9.
 OD1556
 OD1556                          STATION RECOVERY (1983)
 OD1556
 OD1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OD1556'AZIMUTH MARK 2 IS A STANDARD SACGS DISK STAMPED--APB 2--, SET INTO THE
 OD1556'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 OD1556'RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  LOCATED 18.7 METERS (61.4
 OD1556'FT) NORTH FROM POWERLINE POLE NUMBER 113 AND 45.3 METERS (148.6 FT)
 OD1556'EAST-NORTHEAST FROM POWERLINE POLE NUMBER 105 1/2.  14.8 METERS (48.6
 OD1556'FT) WEST-SOUTHWEST FROM POWERLINE POLE NUMBER 106.  7.6 METERS (24.9
 OD1556'FT) NORTHWEST FROM THE CENTER OF HIGHWAY 9.  6.1 WEST-SOUTHWEST FROM A
 OD1556'METAL CAP AND GAS LINE PIPE.  TO REACH THE AZIMUTH MARK FROM THE
 OD1556'STATION, GO NORTHEAST ON HIGHWAY 9 FOR 1.0 KM (0.60 MI) TO THE MARK ON
 OD1556'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1558 ***********************************************************************
 OD1558  DESIGNATION -  APB RESET
 OD1558  PID         -  OD1558
 OD1558  STATE/COUNTY-  NY/SARATOGA
 OD1558  USGS QUAD   -  GANSEVOORT (1968)
 OD1558
 OD1558                         *CURRENT SURVEY CONTROL
 OD1558  ___________________________________________________________________
 OD1558* NAD 83(1996)-  43 14 56.53644(N)    073 40 20.13142(W)     ADJUSTED  
 OD1558* NAVD 88     -       105.1    (meters)     345.     (feet)  VERTCON   
 OD1558  ___________________________________________________________________
 OD1558  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OD1558  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OD1558
 OD1558  HORZ ORDER  -  SECOND
 OD1558
 OD1558.The horizontal coordinates were established by classical geodetic methods
 OD1558.and adjusted by the National Geodetic Survey in January 1999..
 OD1558
 OD1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1558
 OD1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1558
 OD1558.The geoid height was determined by GEOID03.
 OD1558
 OD1558;                    North         East     Units Scale Factor Converg.
 OD1558;SPC NY E     -   490,668.759   217,215.021   MT  0.99995556   +0 34 01.8
 OD1558;SPC NY E     - 1,609,802.42    712,646.28   sFT  0.99995556   +0 34 01.8
 OD1558;UTM  18      - 4,789,326.404   607,784.512   MT  0.99974291   +0 54 35.3
 OD1558
 OD1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1558!SPC NY E     -   0.99998825  x   0.99995556  =   0.99994381
 OD1558!UTM  18      -   0.99998825  x   0.99974291  =   0.99973116
 OD1558
 OD1558:                Primary Azimuth Mark                     Grid Az
 OD1558:SPC NY E     -  APB 1                                    047 14 23.4
 OD1558:UTM  18      -  APB 1                                    046 53 49.9
 OD1558
 OD1558|---------------------------------------------------------------------|
 OD1558| PID    Reference Object                     Distance      Geod. Az  |
 OD1558|                                                           dddmmss.s |
 OD1558| AI8429 APB 1                                              0474825.2 |
 OD1558| OD1556 APB 2                               APPROX. 0.6 KM 2294143.6 |
 OD1558|---------------------------------------------------------------------|
 OD1558
 OD1558                          SUPERSEDED SURVEY CONTROL
 OD1558
 OD1558  NAD 83(1996)-  43 14 56.53878(N)    073 40 20.13152(W) AD(       ) 2
 OD1558  NAD 83(1992)-  43 14 56.53934(N)    073 40 20.13131(W) AD(       ) 2
 OD1558  NAD 83(1986)-  43 14 56.54040(N)    073 40 20.13148(W) AD(       ) 2
 OD1558  NAD 27      -  43 14 56.27751(N)    073 40 21.70667(W) AD(       ) 2
 OD1558  NGVD 29 (07/19/86)  105.3    (m)          345.     (f) VERT ANG       
 OD1558
 OD1558.Superseded values are not recommended for survey control.
 OD1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1558.See file dsdata.txt to determine how the superseded data were derived.
 OD1558
 OD1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0778589326(NAD 83)
 OD1558_MARKER: DS = TRIANGULATION STATION DISK
 OD1558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OD1558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1558_MARK LOGO: NGS   
 OD1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1558+STABILITY: SURFACE MOTION
 OD1558
 OD1558  HISTORY     - Date     Condition        Report By
 OD1558  HISTORY     - 1983     MONUMENTED       NGS
 OD1558
 OD1558                          STATION DESCRIPTION
 OD1558
 OD1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OD1558'THE UNDERGROUND DISK FOR THE STATION MARK AND THE TWO AZIMUTH MARKS
 OD1558'WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS
 OD1558'REMOVED BY CONSTRUCTION WORK.  THE MARK WAS REPLACE DURING THE PAVING
 OD1558'OF THE ROAD AND WAS RESET IN THE TOP OF A CONCRETE FILLED 8-INCH STEEL
 OD1558'PIPE AND ACCESS TO THE MARK CAN BE MADE THROUGH A WATER DEPARTMENT
 OD1558'STEEL COVER.  THE MARK IS ON THE PAVED SHOULDER OF THE ROAD AND WILL
 OD1558'BE ABOUT 6-INCH BELOW THE SURFACE OF THE PAVEMENT THE DIRECTIONS
 OD1558'BETWEEN THE AZIMUTH MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 OD1558'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF GANESVOORT,
 OD1558'5.6 KM (3.5 MI) SOUTHWEST OF THE VILLAGE OF SOUTH GLENS FALLS AND 2.4
 OD1558'KM (1.5 MI) NORTHEAST OF FORTSVILLE.  IT IS ON THE SHOULDER OF U.S.
 OD1558'HIGHWAY 9, JUST SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 197. TO
 OD1558'REACH TO STATION FROM THE U.S. HIGHWAY 9 BRIDGE OVER INTERSTATE 82, AT
 OD1558'EXIT 17N, GO NORTHEAST ON HIGHWAY 9 FOR 1.6 KM (1.0 MI) TO --APB
 OD1558'2--(SACGS) ON THE LEFT.  CONTINUE NORTHEAST ON HIGHWAY 9 FOR 0.6 KM
 OD1558'(0.4 MI) TO THE STATION ON THE RIGHT.
 OD1558'THE STATION IS A STANDARD NGS DISK STAMPED--APB SACGS 1973 1983--, SET
 OD1558'IN CONCRETE IN THE TOP CENTER OF A 8 INCH STEEL PIPE SURROUNDED BY
 OD1558'CONCRETE.  THE MARK WILL BE ON THE SHOULDER OF THE HIGHWAY AND ACCESS
 OD1558'TO THE DISK WILL BE A WATER DEPARTMENT METAL COVER THAT WILL BE FLUSH
 OD1558'WITH THE PAVEMENT.  LOCATED 175.3 M (575.0 FT) SOUTHWEST FROM THE
 OD1558'CENTER OF HIGHWAY 107, 31.4 M (103.0 FT) EAST NORTHEAST FROM A
 OD1558'TELEPHONE JUNCTION BOX, 50.3 M (165.0 FT) NORTH NORTHEAST FROM THE
 OD1558'CORNER OF A BUILDING, 6.4 M (21.0 FT) SOUTHEAST FROM THE CENTER OF
 OD1558'HIGHWAY 9 AND 2.4 M (8.0 FT) WEST FROM POWERLINE POLE NUMBER NYT 5.
 OD1558'THE UNDERGROUND MARK IS A STANDARD SACGS DISK STAMPED --APB--,
 OD1558'IMBEDDED IN AN IRREGULAR MASS OF CONCRETE 1.2 M (4.0 FT) FEET BELOW
 OD1558'THE SURFACE.
 OD1558'AZIMUTH MARK NO 1 IS A STANDARD SACGS DISK STAMPED--APB 1--, SET NTO
 OD1558'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 OD1558'FLUSH WITH GROUND.  LOCATED 8.1 METERS (26.6 FT) EAST-NORTHEAST FROM
 OD1558'POWERLINE POLE NUMBER 121 1/2.  8.2 METERS (26.9 FT) SOUTHEAST FROM
 OD1558'THE CENTER OF HIGHWAY 9.  3.8 METERS (12.5 FT) EAST-NORTHEAST FROM THE
 OD1558'CENTER OF A DRIVEWAY LEADING TO A LOG HOUSE AND 0.6 METER (2.0 FT)
 OD1558'NORTHWEST FROM A METAL WITNESS POST AND SIGN.
 OD1558'AZIMUTH MARK 2 IS A STANDARD SACGS DISK STAMPED--APB 2--, SET INTO THE
 OD1558'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 OD1558'RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  LOCATED 18.7 METERS (61.4
 OD1558'FT) NORTH FROM POWERLINE POLE NUMBER 113 AND 45.3 METERS (148.6 FT)
 OD1558'EAST-NORTHEAST FROM POWERLINE POLE NUMBER 105 1/2.  14.8 METERS (48.6
 OD1558'FT) WEST-SOUTHWEST FROM POWERLINE POLE NUMBER 106.  7.6 METERS (24.9
 OD1558'FT) NORTHWEST FROM THE CENTER OF HIGHWAY 9.  6.1 WEST-SOUTHWEST FROM A
 OD1558'METAL CAP AND GAS LINE PIPE.  TO REACH THE AZIMUTH MARK FROM THE
 OD1558'STATION, GO NORTHEAST ON HIGHWAY 9 FOR 1.0 KM (0.60 MI) TO THE MARK ON
 OD1558'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2154 ***********************************************************************
 MA2154  DESIGNATION -  APPLE
 MA2154  PID         -  MA2154
 MA2154  STATE/COUNTY-  NY/CHAUTAUQUA
 MA2154  USGS QUAD   -  UNION CITY (1977)
 MA2154
 MA2154                         *CURRENT SURVEY CONTROL
 MA2154  ___________________________________________________________________
 MA2154* NAD 83(1996)-  41 59 56.70583(N)    079 45 29.56611(W)     ADJUSTED  
 MA2154* NAVD 88     -       501.76   (+/-2cm)    1646.2    (feet)  VERTCON   
 MA2154  ___________________________________________________________________
 MA2154  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 MA2154  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MA2154
 MA2154  HORZ ORDER  -  FIRST
 MA2154  VERT ORDER  -  THIRD ? (See Below)
 MA2154
 MA2154.The horizontal coordinates were established by classical geodetic methods
 MA2154.and adjusted by the National Geodetic Survey in January 1999..
 MA2154
 MA2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2154.The vertical order pertains to the NGVD 29 superseded value.
 MA2154
 MA2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2154
 MA2154.The geoid height was determined by GEOID03.
 MA2154
 MA2154;                    North         East     Units Scale Factor Converg.
 MA2154;SPC NY W     -   222,660.139   252,664.303   MT  1.00005404   -0 47 10.3
 MA2154;SPC NY W     -   730,510.81    828,949.47   sFT  1.00005404   -0 47 10.3
 MA2154;SPC PA N     -   205,432.334   433,629.177   MT  1.00000834   -1 19 42.6
 MA2154;SPC PA N     -   673,989.25  1,422,665.06   sFT  1.00000834   -1 19 42.6
 MA2154;UTM  17      - 4,650,420.413   602,844.193   MT  0.99973015   +0 49 51.5
 MA2154
 MA2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2154!SPC NY W     -   0.99992664  x   1.00005404  =   0.99998068
 MA2154!SPC PA N     -   0.99992664  x   1.00000834  =   0.99993498
 MA2154!UTM  17      -   0.99992664  x   0.99973015  =   0.99965681
 MA2154
 MA2154|---------------------------------------------------------------------|
 MA2154| PID    Reference Object                     Distance      Geod. Az  |
 MA2154|                                                           dddmmss.s |
 MA2154| CX3145 APPLE RM 1                           36.905 METERS 24550     |
 MA2154| CX3144 APPLE AZ MK                                        2690024.8 |
 MA2154| CX3146 APPLE RM 2                           27.050 METERS 31109     |
 MA2154|---------------------------------------------------------------------|
 MA2154
 MA2154                          SUPERSEDED SURVEY CONTROL
 MA2154
 MA2154  NAD 83(1986)-  41 59 56.70858(N)    079 45 29.56172(W) AD(       ) 1
 MA2154  NAD 27      -  41 59 56.51496(N)    079 45 30.37890(W) AD(       ) 1
 MA2154  NGVD 29 (07/19/86)  501.91   (m)         1646.7    (f) LEVELING    3  
 MA2154
 MA2154.Superseded values are not recommended for survey control.
 MA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2154.See file dsdata.txt to determine how the superseded data were derived.
 MA2154
 MA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0284450420(NAD 83)
 MA2154_MARKER: DS = TRIANGULATION STATION DISK
 MA2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2154_STAMPING: APPLE 1938
 MA2154_MARK LOGO: CGS   
 MA2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2154+STABILITY: SURFACE MOTION
 MA2154
 MA2154  HISTORY     - Date     Condition        Report By
 MA2154  HISTORY     - 1938     MONUMENTED       CGS
 MA2154  HISTORY     - 19940831 GOOD             NYDPW
 MA2154
 MA2154                          STATION DESCRIPTION
 MA2154
 MA2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2154'STATION IS ABOUT 5 MILES NW OF CORRY, APPROXIMATELY 100 FEET N OF NEW
 MA2154'YORK-PENNSYLVANIA BOUNDARY LINE, IN STATE OF NEW YORK, ON N SIDE OF
 MA2154'STATE LINE ROADS, MARK IS IN A 12- BY 12-INCH CONCRETE BLOCK
 MA2154'PROJECTING 4 INCHES ABOVE GROUND, IS STAMPED APPLE 1938, IS 72
 MA2154'FEET N OF CENTER OF STATE LINE ROAD, 48 FEET NW OF A 16-INCH APPLE
 MA2154'TREE, 12 FEET E OF A 16-INCH APPLE TREE, AND 43 FEET S OF A
 MA2154'CROOKED 14-INCH APPLE TREE.
 MA2154'
 MA2154'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2154'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2154'
 MA2154'REFERENCE MARK NO. 1 IS IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING
 MA2154'4 INCHES ABOVE GROUND, W OF STATION IN ORCHARD, 78 FEET W OF A
 MA2154'16-INCH APPLE TREE, 25.5 FEET N OF STATE LINE ROAD, 25.5 FEET S OF A
 MA2154'12-INCH APPLE TREE, AND IS STAMPED APPLE RM 2 1938.
 MA2154'REFERENCE MARK NO. 2 IS IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING
 MA2154'4 INCHES ABOVE GROUND NW OF STATION, 9.5 FEET E OF A 12-INCH APPLE
 MA2154'TREE, AND IS STAMPED APPLE RM 2 1938.
 MA2154'
 MA2154'STATE BOUNDARY MONUMENT IS APPROXIMATELY 0.2 MILE W OF STATION,
 MA2154'APPROXIMATELY 100 FEET N OF SW CORNER OF NEW YORK- PENNSYLVANIA
 MA2154'BOUNDARY LINE ON N SIDE OF STATE LINE ROAD.  BOUNDARY MONUMENT IS A
 MA2154'2- BY 1-FOOT GRANITE BLOCK PROJECTING 6 FEET ABOVE GROUND, 90 FEET
 MA2154'SSE OF AN 18-INCH ELM TREE.
 MA2154'
 MA2154'AZIMUTH MARK IS APPROXIMATELY 1.1 MILES W OF STATION ON S SIDE OF
 MA2154'STATE LINE ROAD, 5.3 FEET S OF TELEPHONE POLE NO G I B B 9, 28.5
 MA2154'FEET S OF CENTER OF ROAD 81.5 FEET NE OF A 24-INCH APPLE TREE, 100.5
 MA2154'FEET WNW OF NW CORNER OF HOUSE, IN A 12- BY 12-INCH CONCRETE BLOCK
 MA2154'PROJECTING 2 INCHES ABOVE GROUND, AND IS STAMPED APPLE 1938.
 MA2154'
 MA2154'TO REACH STATION FROM CORRY, GO NW ON HIGHWAY 189, 1.2 MILES FROM
 MA2154'JUNCTION OF 6 AND 189 TO GRAVEL ROAD ON L, TURN L AND GO NW 3
 MA2154'MILES TO CARTER HILL SCHOOL, CONTINUE N ON GRAVEL ROAD 3.2 MILES TO
 MA2154'E-W ROAD, TURN L ON DIRT ROAD AND GO W 0.3 MILE TO FRAME HOUSE ON
 MA2154'L, AND MAIL BOX MARKED A.C. ABNER, STATION IS IN APPLE ORCHARD ON N
 MA2154'SIDE OF ROAD.
 MA2154'
 MA2154'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MA2154
 MA2154                          STATION RECOVERY (1994)
 MA2154
 MA2154'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1994 (JO)
 MA2154'RECOVERED AS DESCRIBED.  NOTE--STATION IS NOW IN AN ASH-MAPLE FOREST.
 MA2154'METAL WITNESS POST IS 6 INCHES NORTH OF STATION, REFERENCE MARK 1 IS
 MA2154'115 FEET (35.1 M) WEST OF STATION.  REFERENCE MARK 2 APPROXIMATELY 80
 MA2154'FEET (24.4 M) NORTHWEST OF STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1807 ***********************************************************************
 OF1807  DESIGNATION -  APPLE 1925
 OF1807  PID         -  OF1807
 OF1807  STATE/COUNTY-  NY/MONROE
 OF1807  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1807
 OF1807                         *CURRENT SURVEY CONTROL
 OF1807  ___________________________________________________________________
 OF1807* NAD 83(1996)-  43 13 40.65586(N)    077 35 59.72831(W)     ADJUSTED  
 OF1807* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 OF1807  ___________________________________________________________________
 OF1807  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 OF1807  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1807
 OF1807  HORZ ORDER  -  SECOND
 OF1807
 OF1807.The horizontal coordinates were established by classical geodetic methods
 OF1807.and adjusted by the National Geodetic Survey in January 1999..
 OF1807
 OF1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1807
 OF1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1807
 OF1807.The geoid height was determined by GEOID03.
 OF1807
 OF1807;                    North         East     Units Scale Factor Converg.
 OF1807;SPC NY W     -   358,963.223   429,886.283   MT  1.00001598   +0 40 24.9
 OF1807;SPC NY W     - 1,177,698.51  1,410,385.25   sFT  1.00001598   +0 40 24.9
 OF1807;UTM  18      - 4,789,411.970   288,864.943   MT  1.00014840   -1 46 52.9
 OF1807
 OF1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1807!SPC NY W     -   0.99998785  x   1.00001598  =   1.00000383
 OF1807!UTM  18      -   0.99998785  x   1.00014840  =   1.00013625
 OF1807
 OF1807:                Primary Azimuth Mark                     Grid Az
 OF1807:SPC NY W     -  WILDMERE 1925                            007 18 19.1
 OF1807:UTM  18      -  WILDMERE 1925                            009 45 36.9
 OF1807
 OF1807|---------------------------------------------------------------------|
 OF1807| PID    Reference Object                     Distance      Geod. Az  |
 OF1807|                                                           dddmmss.s |
 OF1807| OF1776 WILDMERE 1925                       416.279 METERS 0075844.0 |
 OF1807| OF1918 1316                                367.571 METERS 16546     |
 OF1807|---------------------------------------------------------------------|
 OF1807
 OF1807                          SUPERSEDED SURVEY CONTROL
 OF1807
 OF1807  NAD 83(1986)-  43 13 40.66259(N)    077 35 59.72738(W) AD(       ) 2
 OF1807  NAD 27      -  43 13 40.43844(N)    077 36 00.72128(W) AD(       ) 2
 OF1807  NGVD 29 (07/19/86)  113.5    (m)          372.     (f) VERT ANG       
 OF1807
 OF1807.Superseded values are not recommended for survey control.
 OF1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1807.See file dsdata.txt to determine how the superseded data were derived.
 OF1807
 OF1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8886589412(NAD 83)
 OF1807_MARKER: DS = TRIANGULATION STATION DISK
 OF1807_SETTING: 0 = UNSPECIFIED SETTING
 OF1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1807
 OF1807  HISTORY     - Date     Condition        Report By
 OF1807  HISTORY     - 1925     MONUMENTED       CGS
 OF1807  HISTORY     - 1972     GOOD             NY-055
 OF1807  HISTORY     - 1976     GOOD             NY-055
 OF1807  HISTORY     - 19981003 GOOD             USPSQD
 OF1807
 OF1807                          STATION DESCRIPTION
 OF1807
 OF1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1807'IN IRONDEQUOIT, IN LOT 13.20 METERS WEST OF THE CENTER LINE OF
 OF1807'SUMMERVILLE BOULEVARD, ABOUT 35 METERS SOUTH OF HOUSE NO. 4005
 OF1807'SUMMERVILLE BOULEVARD, AND 29.50 METERS SOUTH OF A 24-INCH
 OF1807'RETAINING WALL WHICH IS ABOUT 10 METERS SOUTH OF THE SOUTH FACE
 OF1807'OF THIS HOUSE.  IT IS 2.40 METERS WEST OF THE WEST RAIL OF THE
 OF1807'ELECTRIC TRACK ON THE WEST SIDE OF SUMMERVILLE BOULEVARD, AND
 OF1807'8.97 METERS SOUTHWEST OF A TELEPHONE POLE WHICH IS LOCATED
 OF1807'22.27 METERS SOUTHEAST OF THE RETAINING WALL AND BETWEEN THE
 OF1807'TRACK AND THE ROADWAY.
 OF1807
 OF1807                          STATION RECOVERY (1972)
 OF1807
 OF1807'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1972 (SJC)
 OF1807'NEW DESCRIPTION FOLLOWS--
 OF1807'
 OF1807'IN THE TOWN OF IRONDEQUOIT ON ST. PAUL BLVD., 918 FT + OR - S. OF
 OF1807'CENTERLINE THOMAS AVENUE IN ASPHALT DRIVEWAY TO HOUSE 3975.
 OF1807'
 OF1807'43.2 FT W. OF CENTERLINE ST. PAUL BLVD.
 OF1807'
 OF1807'16.0 FT N.W. OF RTC MANHOLE
 OF1807'
 OF1807'69.7 FT N.W. OF CENTER OF CATCH BASIN
 OF1807'
 OF1807'49.0 FT E. OF FRONT FACE OF 2 CAR GARAGE
 OF1807'
 OF1807'96.8 FT S. OF S.E. CORNER OF 24 IN RETAINING WALL.
 OF1807'
 OF1807'A STANDARD BRONZE DISK STAMPED APPLE IN THE TOP OF A CONCRETE
 OF1807'POST COVERED 0.1 FT
 OF1807
 OF1807                          STATION RECOVERY (1976)
 OF1807
 OF1807'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1807'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1807
 OF1807                          STATION RECOVERY (1998)
 OF1807
 OF1807'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0466 ***********************************************************************
 PG0466  SACS        -  This is a Secondary Airport Control Station.
 PG0466  DESIGNATION -  APRON
 PG0466  PID         -  PG0466
 PG0466  STATE/COUNTY-  NY/CLINTON
 PG0466  USGS QUAD   -  PLATTSBURGH (1966)
 PG0466
 PG0466                         *CURRENT SURVEY CONTROL
 PG0466  ___________________________________________________________________
 PG0466* NAD 83(1996)-  44 39 47.90924(N)    073 27 58.36437(W)     ADJUSTED  
 PG0466* NAVD 88     -        64.172  (meters)     210.54   (feet)  ADJUSTED  
 PG0466  ___________________________________________________________________
 PG0466  X           -   1,293,133.402 (meters)                     COMP
 PG0466  Y           -  -4,356,110.426 (meters)                     COMP
 PG0466  Z           -   4,460,838.406 (meters)                     COMP
 PG0466  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 PG0466  ELLIP HEIGHT-          35.18  (meters)          (01/27/04) GPS OBS
 PG0466  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PG0466  DYNAMIC HT  -          64.169 (meters)     210.53  (feet)  COMP
 PG0466  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 PG0466
 PG0466  HORZ ORDER  -  FIRST
 PG0466  VERT ORDER  -  SECOND    CLASS 0
 PG0466  ELLP ORDER  -  FOURTH    CLASS I
 PG0466
 PG0466.This mark is at Plattsburgh International Airport  (PBG)
 PG0466
 PG0466.The horizontal coordinates were established by GPS observations
 PG0466.and adjusted by the National Geodetic Survey in January 2004..
 PG0466
 PG0466.The orthometric height was determined by differential leveling
 PG0466.and adjusted by the National Geodetic Survey in June 1991..
 PG0466
 PG0466.Photographs are available for this station.
 PG0466
 PG0466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG0466
 PG0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG0466
 PG0466.The ellipsoidal height was determined by GPS observations
 PG0466.and is referenced to NAD 83.
 PG0466
 PG0466.The geoid height was determined by GEOID03.
 PG0466
 PG0466.The dynamic height is computed by dividing the NAVD 88
 PG0466.geopotential number by the normal gravity value computed on the
 PG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0466.degrees latitude (g = 980.6199 gals.).
 PG0466
 PG0466.The modeled gravity was interpolated from observed gravity values.
 PG0466
 PG0466;                    North         East     Units Scale Factor Converg.
 PG0466;SPC NY E     -   647,981.799   231,978.708   MT  0.99998262   +0 43 36.2
 PG0466;SPC NY E     - 2,125,920.29    761,083.48   sFT  0.99998262   +0 43 36.2
 PG0466;SPC VT       -   240,797.965   423,375.055   MT  1.00003646   -0 40 45.2
 PG0466;UTM  18      - 4,946,693.471   621,592.005   MT  0.99978181   +1 04 41.8
 PG0466
 PG0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG0466!SPC NY E     -   0.99999448  x   0.99998262  =   0.99997710
 PG0466!SPC VT       -   0.99999448  x   1.00003646  =   1.00003094
 PG0466!UTM  18      -   0.99999448  x   0.99978181  =   0.99977630
 PG0466
 PG0466|---------------------------------------------------------------------|
 PG0466| PID    Reference Object                     Distance      Geod. Az  |
 PG0466|                                                           dddmmss.s |
 PG0466| PG1844 PLATTSBURG AFB TANK BEACON          311.901 METERS 05904     |
 PG0466| PG0464 APRON RM 1                           13.468 METERS 07431     |
 PG0466| PG1845 PLATTSBURG AFB CONTROL TOWER        APPROX. 1.6 KM 1544936.9 |
 PG0466| PG0465 APRON RM 2                           15.840 METERS 32938     |
 PG0466| DA4396 APRON AZ MK                                        3373135.7 |
 PG0466|---------------------------------------------------------------------|
 PG0466
 PG0466                          SUPERSEDED SURVEY CONTROL
 PG0466
 PG0466  NAD 83(1996)-  44 39 47.91229(N)    073 27 58.36880(W) AD(       ) 2
 PG0466  NAD 83(1996)-  44 39 47.91344(N)    073 27 58.36853(W) AD(       ) 2
 PG0466  NAD 83(1992)-  44 39 47.91266(N)    073 27 58.36901(W) AD(       ) 2
 PG0466  NAD 83(1986)-  44 39 47.91840(N)    073 27 58.37006(W) AD(       ) 2
 PG0466  NAD 27      -  44 39 47.76360(N)    073 27 59.88170(W) AD(       ) 2
 PG0466  NAVD 88 (01/27/04)   64.17   (m)          210.5    (f) LEVELING    3  
 PG0466  NGVD 29 (??/??/??)   64.303  (m)          210.97   (f) ADJUSTED    2 0
 PG0466
 PG0466.Superseded values are not recommended for survey control.
 PG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0466.See file dsdata.txt to determine how the superseded data were derived.
 PG0466
 PG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2159246693(NAD 83)
 PG0466_MARKER: DS = TRIANGULATION STATION DISK
 PG0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0466_STAMPING: APRON 1961
 PG0466_MARK LOGO: CGS   
 PG0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0466+STABILITY: SURFACE MOTION
 PG0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG0466+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2004
 PG0466
 PG0466  HISTORY     - Date     Condition        Report By
 PG0466  HISTORY     - 1961     MONUMENTED       CGS
 PG0466  HISTORY     - 1961     GOOD             CGS
 PG0466  HISTORY     - 1981     GOOD             LOCENG
 PG0466  HISTORY     - 1982     GOOD             NGS
 PG0466  HISTORY     - 1982     GOOD             USGS
 PG0466  HISTORY     - 20031014 GOOD             NGS
 PG0466  HISTORY     - 20040618 GOOD             NGS
 PG0466
 PG0466                          STATION DESCRIPTION
 PG0466
 PG0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG0466'STATION IS LOCATED ON THE PLATTSBURGH AIR FORCE BASE, ON THE EAST
 PG0466'SIDE OF THE AIR BASE PLANE PARKING APRON AND ABOUT 0.15 MILE WEST OF
 PG0466'A LARGE WATER TANK THAT HAS A REVOLVING BEACON LIGHT MOUNTED AT THE
 PG0466'TOP.
 PG0466'
 PG0466'STATION IS REACHED FROM THE AIR BASE TRAFFIC CONTROL TOWER.  GO NORTH
 PG0466'ALONG THE EAST EDGE OF THE PLANE PARKING APRON FOR 1.0 MILE TO THE
 PG0466'STATION ON THE RIGHT.
 PG0466'
 PG0466'AZIMUTH MARK IS REACHED FROM THE STATION.  GO NORTH ALONG THE EAST
 PG0466'EDGE OF THE APRON FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PG0466'
 PG0466'STATION MARK IS A STANDARD DISK, STAMPED APRON 1961, SET IN THE TOP
 PG0466'OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW THE
 PG0466'SURFACE OF THE GROUND.  IT IS 6.3 FEET EAST OF THE EAST EDGE OF THE
 PG0466'PLANE PARKING APRON AND 7.4 FEET SOUTHWEST OF A 2-INCH METAL POST
 PG0466'WHICH IS ABOUT 10 FEET IN HEIGHT AND HAS A METAL SIGN 20 MOUNTED
 PG0466'AT THE TOP OF THE POST.
 PG0466'
 PG0466'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED APRON NO 1 1961,
 PG0466'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 PG0466'SURFACE OF THE GROUND.  IT IS 50 FEET EAST OF THE EAST EDGE OF THE
 PG0466'APRON.
 PG0466'
 PG0466'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED APRON NO 2 1961,
 PG0466'CEMENTED IN A DRILL HOLE, IN THE TOP OF THE CONCRETE APRON.  IT IS
 PG0466'0.9 FOOT WEST OF THE EAST EDGE OF THE APRON.
 PG0466'
 PG0466'AZIMUTH MARK IS A STANDARD DISK, STAMPED APRON 1961, SET IN THE TOP
 PG0466'OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE
 PG0466'GROUND.  IT IS 8 FEET EAST OF THE EAST EDGE OF THE APRON AND 7.4
 PG0466'FEET SOUTH OF A CYCLONE FENCE.
 PG0466'
 PG0466'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PG0466
 PG0466                          STATION RECOVERY (1961)
 PG0466
 PG0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 PG0466'IN PLATTSBURGH.
 PG0466'AT PLATTSBURGH AIR BASE.
 PG0466
 PG0466                          STATION RECOVERY (1981)
 PG0466
 PG0466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DGM)
 PG0466'APRON 1961 RECOVERED GOOD.  REF. MKS. BROKE OFF BUT STEMS
 PG0466'REMAINED.  AZ. MK. APPARENTLY DESTROYED.
 PG0466'
 PG0466'DISTANCE AND DIRECTION FROM THE NEAREST TOWN--0.5 MILE WEST OF
 PG0466'PLATTSBURG, NY.
 PG0466
 PG0466                          STATION RECOVERY (1982)
 PG0466
 PG0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 PG0466'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PG0466'REFERENCE MARKS ONE AND TWO WERE BOTH RECOVERED AS DESCRIBED,
 PG0466'HOWEVER THE DISKS HAVE APPARENTLY BEEN SHEARED OFF BY HEAVY
 PG0466'EQUIPMENT.  THE AZIMUTH MARK WAS NOT RECOVERED.  IT MAY STILL BE
 PG0466'THERE, BUT, IF SO, IT IS IN AN EXTREMELY HIGH SECURITY AREA WHICH
 PG0466'THIS PARTY WAS NOT ALLOWED TO APPROACH.
 PG0466'
 PG0466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PLATTSBURGH
 PG0466'AIR FORCE BASE.
 PG0466
 PG0466                          STATION RECOVERY (1982)
 PG0466
 PG0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PG0466'RECOVERED IN GOOD CONDITION.
 PG0466
 PG0466                          STATION RECOVERY (2003)
 PG0466
 PG0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 PG0466'STATION IS LOCATED 3 MILES SOUTH OF PLATTSBURGH AT THE PLATTSBURGH
 PG0466'INTERNATIONAL
 PG0466'AIRPORT, FORMERLY PLATTSBURGH AIR FORCE BASE, 1.0 MILE NORTH OF THE
 PG0466'CONTROL  TOWER AND
 PG0466'ABOUT 0.15 MILE WEST OF A LARGE WATER TANK WITH A REVOLVING BEACON
 PG0466'MOUNTED ON THE TOP
 PG0466'SET JUST EAST OF THE CONCRETE APRON IN A GRASS AREA.  OWNERSHIP
 PG0466'CLINTON COUNTY,
 PG0466'AIRPORT MANAGER IS RALPH HENSEL WHO IS LOCATED IN PLATTSBURGH AT THE
 PG0466'CLINTON COUNTY
 PG0466'AIRPORT.  HIS ADDRESS THERE IS 11 AIRPORT ROAD, SUITE 101, PLATTSBURGH
 PG0466'NY  12901.  PHONE
 PG0466'518 565 4795.  CONTACT HIM SEVERAL DAYS IN ADVANCE OF STATION
 PG0466'OCCUPATION TO MAKE
 PG0466'ARRANGEMENTS WITH DOYLE FROST, ON SITE CONTACT, WHO WILL ESCORT YOU TO
 PG0466'STATION.
 PG0466' 
 PG0466'TO REACH THE STATION FROM THE JUNCTION OF I-87 AND STATE HIGHWAY 22 AT
 PG0466'THE BOTTOM OF
 PG0466'THE EXIT RAMP FOR I-87 SOUTHBOUND TRAFFIC AT EXIT 36, GO NORTH THEN
 PG0466'EAST ON HIGHWAY 22
 PG0466'FOR 2.5 MILES TO JUNCTION WITH ARIZONA AVENUE ON THE RIGHT.  TURN
 PG0466'RIGHT AND GO SOUTH ON
 PG0466'ARIZONA AVENUE FOR 0.8 MILE TO JUNCTION WITH COLORADO STREET AND AN
 PG0466'ELECTRIC GATE WITH
 PG0466'SECURITY CHECKPOINT ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE
 PG0466'AND CONTINUE
 PG0466'WEST FOR 0.2 MILE TO A STOP SIGN AT THE EAST EDGE OF THE CONCRETE
 PG0466'APRON.  TURN
 PG0466'IMMEDIATELY TO THE RIGHT AND GO NORTH ALONG THE EDGE OF THE APRON FOR
 PG0466'0.2 MILE TO THE
 PG0466'LARGE WATER TANK AND STATION ON THE RIGHT AS DESCRIBED.
 PG0466' 
 PG0466'STATION IS 137.0 FEET SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 60.1
 PG0466'FEET NORTH OF THE
 PG0466'CENTER OF PAVED DRIVE LEADING TO FENCED IN AND NOW TORN DOWN BUILDING
 PG0466'2836, 6.3 FEET
 PG0466'EAST OF THE EAST EDGE OF THE CONCRETE APRON  AND 3.35 FEET WEST OF A
 PG0466'FIBERGLASS WITNESS
 PG0466'POST AND RECESSED 4 INCHES BELOW GROUND.  THIS IS A SECONDARY AIRPORT
 PG0466'CONTROL STATION
 PG0466'SACS.
 PG0466' 
 PG0466'.
 PG0466' 
 PG0466' 
 PG0466' 
 PG0466'
 PG0466'
 PG0466
 PG0466                          STATION RECOVERY (2004)
 PG0466
 PG0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (AJL)
 PG0466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1576 ***********************************************************************
 OD1576  DESIGNATION -  AQA
 OD1576  PID         -  OD1576
 OD1576  STATE/COUNTY-  NY/SARATOGA
 OD1576  USGS QUAD   -  GANSEVOORT (1968)
 OD1576
 OD1576                         *CURRENT SURVEY CONTROL
 OD1576  ___________________________________________________________________
 OD1576* NAD 83(1996)-  43 12 39.75660(N)    073 38 29.14713(W)     ADJUSTED  
 OD1576* NAVD 88     -        72.8    (meters)     239.     (feet)  VERTCON   
 OD1576  ___________________________________________________________________
 OD1576  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 OD1576  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 OD1576
 OD1576  HORZ ORDER  -  SECOND
 OD1576
 OD1576.The horizontal coordinates were established by classical geodetic methods
 OD1576.and adjusted by the National Geodetic Survey in January 1999..
 OD1576
 OD1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1576
 OD1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1576
 OD1576.The geoid height was determined by GEOID03.
 OD1576
 OD1576;                    North         East     Units Scale Factor Converg.
 OD1576;SPC NY E     -   486,473.322   219,761.758   MT  0.99995985   +0 35 16.4
 OD1576;SPC NY E     - 1,596,037.89    721,001.70   sFT  0.99995985   +0 35 16.4
 OD1576;UTM  18      - 4,785,147.151   610,355.741   MT  0.99974981   +0 55 49.0
 OD1576
 OD1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1576!SPC NY E     -   0.99999334  x   0.99995985  =   0.99995319
 OD1576!UTM  18      -   0.99999334  x   0.99974981  =   0.99974315
 OD1576
 OD1576|---------------------------------------------------------------------|
 OD1576| PID    Reference Object                     Distance      Geod. Az  |
 OD1576|                                                           dddmmss.s |
 OD1576| OD1577 AQA A SACGS 1973                     18.340 METERS 11435     |
 OD1576| DA2899 AQA 2                                              1930024.7 |
 OD1576| DA2898 AQA 1                                              3524754.7 |
 OD1576|---------------------------------------------------------------------|
 OD1576
 OD1576                          SUPERSEDED SURVEY CONTROL
 OD1576
 OD1576  NAD 83(1996)-  43 12 39.75886(N)    073 38 29.14749(W) AD(       ) 2
 OD1576  NAD 83(1992)-  43 12 39.75942(N)    073 38 29.14732(W) AD(       ) 2
 OD1576  NAD 83(1986)-  43 12 39.76055(N)    073 38 29.14723(W) AD(       ) 2
 OD1576  NAD 27      -  43 12 39.49627(N)    073 38 30.72662(W) AD(       ) 2
 OD1576  NGVD 29 (07/19/86)   73.0    (m)          240.     (f) VERT ANG       
 OD1576
 OD1576.Superseded values are not recommended for survey control.
 OD1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1576.See file dsdata.txt to determine how the superseded data were derived.
 OD1576
 OD1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1035685147(NAD 83)
 OD1576_MARKER: DD = SURVEY DISK
 OD1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1576
 OD1576  HISTORY     - Date     Condition        Report By
 OD1576  HISTORY     - 1973     MONUMENTED       NY-091
 OD1576
 OD1576                          STATION DESCRIPTION
 OD1576
 OD1576'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1576'THE STATION IS ABOUT 1.0 MILES NORTHEAST OF GANSEVOORT, 6.0 MILES
 OD1576'SOUTH OF SOUTH GLENS FALLS AND 2.5 MILES SOUTHEAST OF FORTSVILLE,
 OD1576'IN THE TOWNSHIP OF MOREAU.
 OD1576'
 OD1576'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT GO
 OD1576'NORTHEAST ON STATE HIGHWAY 32 FOR 0.8 MILE TO AZIMUTH MARK,
 OD1576'AQA-2 (SACGS) ON THE RIGHT.  CONTINUE NORTHEAST ON STATE HIGHWAY
 OD1576'32 FOR 0.3 MILE TO THE T-ROAD INTERSECTION OF MOTT ROAD ON
 OD1576'RIGHT.  TURN RIGHT AND GO EAST ON MOTT ROAD FOR ABOUT 60 FEET TO
 OD1576'STATION ON LEFT.
 OD1576'
 OD1576'TO REACH AZIMUTH MARK AQA-1 (SACGS), FROM THE T-ROAD INTERSECTION
 OD1576'OF MOTT ROAD AND STATE HIGHWAY 32, GO NORTH ON STATE HIGHWAY 32
 OD1576'FOR 0.40 MILE TO MARK ON RIGHT.
 OD1576'
 OD1576'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1576'SURVEY STAMPED AQA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1576'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT ABOVE
 OD1576'THE GROUND.  IT IS LOCATED 57.2 FEET EAST OF THE CENTERLINE OF
 OD1576'STATE HIGHWAY 32, 32.2 FEET NORTHEAST OF THE CENTERLINE OF MOTT
 OD1576'ROAD, 58.0 FEET WEST OF A 26-INCH ELM TREE ON THE NORTH SIDE
 OD1576'OF MOTT ROAD AND 86.4 FEET SOUTH OF POLE 251, NYT 1, ON THE
 OD1576'EAST SIDE OF STATE HIGHWAY 32.  THE UNDERGROUND MARK IS SET IN
 OD1576'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1576'GROUND.
 OD1576'
 OD1576'AZIMUTH MARK, AQA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1576'COUNTY GEODETIC SURVEY STAMPED AQA-1.  IT IS SET IN THE TOP OF A
 OD1576'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1576'GROUND.  IT IS LOCATED 108.7 FEET SOUTHEAST OF A 31-INCH MAPLE
 OD1576'TREE ON THE WEST SIDE OF STATE HIGHWAY 32, 9.3 FEET NORTH OF
 OD1576'RANGE LINE OFF THE NORTH SIDE OF A FRAME DWELLING ON THE WEST
 OD1576'SIDE OF STATE HIGHWAY 32, 110.0 FEET NORTHEAST OF A 34-INCH
 OD1576'WHITE PINE TREE ON THE WEST SIDE OF STATE HIGHWAY 32, AND 18.8
 OD1576'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 32.
 OD1576'
 OD1576'AZIMUTH MARK, AQA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1576'COUNTY GEODETIC SURVEY STAMPED AQA-2.  IT IS SET IN THE TOP OF
 OD1576'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1576'GROUND.  IT IS LOCATED 41.3 FEET EAST OF A 40 MPH SPEED LIMIT
 OD1576'SIGN ON THE WEST SIDE OF STATE HIGHWAY 32, 20.4 FEET EAST OF THE
 OD1576'CENTERLINE OF STATE HIGHWAY 32, 206.7 FEET NORTH OF RANGE LINE
 OD1576'OFF THE NORTH SIDE OF A FRAME DWELLING ON THE EAST SIDE OF
 OD1576'STATE HIGHWAY 32 AND 20.2 FEET NORTHWEST OF AN 8-INCH ELM TREE
 OD1576'ON THE EAST SIDE OF STATE HIGHWAY 32.
 OD1576'
 OD1576'HEIGHT OF LIGHT ABOVE STATION MARK 1.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1567 ***********************************************************************
 OD1567  DESIGNATION -  AQB
 OD1567  PID         -  OD1567
 OD1567  STATE/COUNTY-  NY/SARATOGA
 OD1567  USGS QUAD   -  GANSEVOORT (1968)
 OD1567
 OD1567                         *CURRENT SURVEY CONTROL
 OD1567  ___________________________________________________________________
 OD1567* NAD 83(1996)-  43 13 54.95226(N)    073 39 49.11387(W)     ADJUSTED  
 OD1567* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 OD1567  ___________________________________________________________________
 OD1567  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OD1567  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 OD1567
 OD1567  HORZ ORDER  -  SECOND
 OD1567
 OD1567.The horizontal coordinates were established by classical geodetic methods
 OD1567.and adjusted by the National Geodetic Survey in January 1999..
 OD1567
 OD1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1567
 OD1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1567
 OD1567.The geoid height was determined by GEOID03.
 OD1567
 OD1567;                    North         East     Units Scale Factor Converg.
 OD1567;SPC NY E     -   488,775.386   217,933.672   MT  0.99995675   +0 34 22.4
 OD1567;SPC NY E     - 1,603,590.58    715,004.06   sFT  0.99995675   +0 34 22.4
 OD1567;UTM  18      - 4,787,437.763   608,514.316   MT  0.99974485   +0 54 55.6
 OD1567
 OD1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1567!SPC NY E     -   0.99999209  x   0.99995675  =   0.99994884
 OD1567!UTM  18      -   0.99999209  x   0.99974485  =   0.99973694
 OD1567
 OD1567|---------------------------------------------------------------------|
 OD1567| PID    Reference Object                     Distance      Geod. Az  |
 OD1567|                                                           dddmmss.s |
 OD1567| OD1568 AQB A SACGS 1973                      8.362 METERS 06522     |
 OD1567| DA2900 AQB 1                                              0831926.0 |
 OD1567| DA2901 AQB 2                                              2615647.7 |
 OD1567|---------------------------------------------------------------------|
 OD1567
 OD1567                          SUPERSEDED SURVEY CONTROL
 OD1567
 OD1567  NAD 83(1996)-  43 13 54.95460(N)    073 39 49.11409(W) AD(       ) 2
 OD1567  NAD 83(1992)-  43 13 54.95517(N)    073 39 49.11390(W) AD(       ) 2
 OD1567  NAD 83(1986)-  43 13 54.95624(N)    073 39 49.11387(W) AD(       ) 2
 OD1567  NAD 27      -  43 13 54.69273(N)    073 39 50.69023(W) AD(       ) 2
 OD1567  NGVD 29 (07/19/86)   80.9    (m)          265.     (f) VERT ANG       
 OD1567
 OD1567.Superseded values are not recommended for survey control.
 OD1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1567.See file dsdata.txt to determine how the superseded data were derived.
 OD1567
 OD1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0851487438(NAD 83)
 OD1567_MARKER: DD = SURVEY DISK
 OD1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1567
 OD1567  HISTORY     - Date     Condition        Report By
 OD1567  HISTORY     - 1973     MONUMENTED       NY-091
 OD1567
 OD1567                          STATION DESCRIPTION
 OD1567
 OD1567'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1567'THE STATION IS ABOUT 2.5 MILES NORTH OF GANSEVOORT, 5.0 MILES
 OD1567'SOUTHWEST OF SOUTH GLENS FALLS AND 1.0 MILES EAST OF FORTSVILLE,
 OD1567'IN THE TOWNSHIP OF MOREAU.
 OD1567'
 OD1567'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1567'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE INTERSECTION
 OD1567'OF COUNTY HIGHWAY 32 (FORTSVILLE ROAD).  TURN RIGHT ON COUNTY
 OD1567'HIGHWAY 32 (FORTSVILLE ROAD) AND GO NORTHWEST FOR 0.35 MILE TO
 OD1567'THE Y-ROAD INTERSECTION OF SELFRIDGE ROAD ON RIGHT.  TURN RIGHT
 OD1567'ON SELFRIDGE ROAD AND GO NORTH FOR 2.4 MILES TO THE T-ROAD
 OD1567'INTERSECTION OF HATCHERY ROAD ON THE LEFT AND AZIMUTH MARK,
 OD1567'AQB-1 (SACGS) ON THE RIGHT.  TURN LEFT ON HATCHERY ROAD AND GO
 OD1567'WEST FOR 0.45 MILE TO STATION ON RIGHT.
 OD1567'
 OD1567'TO REACH AZIMUTH MARK, AQB-2 (SACGS), FROM THE STATION, CONTINUE
 OD1567'WEST ON HATCHERY ROAD FOR 0.45 MILE TO MARK ON LEFT.
 OD1567'
 OD1567'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1567'SURVEY STAMPED AQB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1567'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1567'THE GROUND.  IT IS LOCATED 86.8 FEET EAST OF A 12-INCH OAK TREE,
 OD1567'8.7 FEET SOUTHEAST OF AN 11-INCH ELM TREE, 14.4 FEET SOUTHWEST
 OD1567'OF AN 8-INCH OAK TREE ALL ON THE NORTH SIDE OF HATCHERY ROAD,
 OD1567'34.2 FEET NORTHEAST OF AN 8-INCH WHITE PINE TREE ON THE SOUTH
 OD1567'SIDE OF HATCHERY ROAD AND 12.5 FEET NORTH OF THE CENTERLINE OF
 OD1567'HATCHERY ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1567'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1567'
 OD1567'AZIMUTH MARK, AQB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1567'COUNTY GEODETIC SURVEY STAMPED AQB-1.  IT IS SET IN THE TOP OF A
 OD1567'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1567'THE GROUND.  IT IS LOCATED 84.2 FEET SOUTHEAST OF A 20-INCH OAK
 OD1567'TREE ON THE NORTHWEST CORNER OF HATCHERY ROAD AND SELFRIDGE ROAD,
 OD1567'66.3 FEET SOUTH OF THE CENTER OF A CONCRETE HEADWALL, 13.6 FEET
 OD1567'NORTHWEST OF POWER POLE NM 42, 48.7 FEET NORTH OF A 26-INCH
 OD1567'WHITE PINE TREE ALL ON THE EAST SIDE OF SELFRIDGE ROAD AND
 OD1567'16.9 FEET EAST OF THE CENTERLINE OF SELFRIDGE ROAD.
 OD1567'
 OD1567'AZIMUTH MARK, AQB-2 (SACGS), IS A STANDARD DISK OF A SARATOGA
 OD1567'COUNTY GEODETIC SURVEY STAMPED AQB-2.  IT IS SET IN THE TOP OF A
 OD1567'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1567'GROUND.  IT IS LOCATED 9.3 FEET NORTHWEST OF A RAILROAD TIE FENCE
 OD1567'CORNER ON THE SOUTH SIDE OF HATCHERY ROAD, 129.5 FEET SOUTHWEST
 OD1567'OF A 36-INCH OAK TREE, 39.1 FEET SOUTHWEST OF AN 8-INCH ASPEN
 OD1567'TREE, 29.8 FEET SOUTH OF POLE 11N3 ALL ON THE NORTH SIDE OF
 OD1567'HATCHERY ROAD AND 12.0 FEET SOUTH OF THE CENTERLINE OF HATCHERY
 OD1567'ROAD.
 OD1567'
 OD1567'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1565 ***********************************************************************
 OD1565  DESIGNATION -  AQC SACGS 1973
 OD1565  PID         -  OD1565
 OD1565  STATE/COUNTY-  NY/SARATOGA
 OD1565  USGS QUAD   -  GANSEVOORT (1968)
 OD1565
 OD1565                         *CURRENT SURVEY CONTROL
 OD1565  ___________________________________________________________________
 OD1565* NAD 83(1996)-  43 13 04.12471(N)    073 41 29.58261(W)     ADJUSTED  
 OD1565* NAVD 88     -        99.2    (meters)     325.     (feet)  VERTCON   
 OD1565  ___________________________________________________________________
 OD1565  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 OD1565  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OD1565
 OD1565  HORZ ORDER  -  SECOND
 OD1565
 OD1565.The horizontal coordinates were established by classical geodetic methods
 OD1565.and adjusted by the National Geodetic Survey in January 1999..
 OD1565
 OD1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1565
 OD1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1565
 OD1565.The geoid height was determined by GEOID03.
 OD1565
 OD1565;                    North         East     Units Scale Factor Converg.
 OD1565;SPC NY E     -   487,184.691   215,681.976   MT  0.99995305   +0 33 13.0
 OD1565;SPC NY E     - 1,598,371.77    707,616.62   sFT  0.99995305   +0 33 13.0
 OD1565;UTM  18      - 4,785,833.978   606,272.646   MT  0.99973893   +0 53 45.9
 OD1565
 OD1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1565!SPC NY E     -   0.99998919  x   0.99995305  =   0.99994224
 OD1565!UTM  18      -   0.99998919  x   0.99973893  =   0.99972812
 OD1565
 OD1565:                Primary Azimuth Mark                     Grid Az
 OD1565:SPC NY E     -  ANC 1 SACGS 1973                         260 14 08.3
 OD1565:UTM  18      -  ANC 1 SACGS 1973                         259 53 35.4
 OD1565
 OD1565|---------------------------------------------------------------------|
 OD1565| PID    Reference Object                     Distance      Geod. Az  |
 OD1565|                                                           dddmmss.s |
 OD1565| OD1560 ANC 1 SACGS 1973                    APPROX. 0.7 KM 2604721.3 |
 OD1565|---------------------------------------------------------------------|
 OD1565
 OD1565                          SUPERSEDED SURVEY CONTROL
 OD1565
 OD1565  NAD 83(1996)-  43 13 04.12717(N)    073 41 29.58292(W) AD(       ) 2
 OD1565  NAD 83(1992)-  43 13 04.12776(N)    073 41 29.58273(W) AD(       ) 2
 OD1565  NAD 83(1986)-  43 13 04.12873(N)    073 41 29.58264(W) AD(       ) 2
 OD1565  NAD 27      -  43 13 03.86520(N)    073 41 31.15601(W) AD(       ) 2
 OD1565  NGVD 29 (07/19/86)   99.4    (m)          326.     (f) VERT ANG       
 OD1565
 OD1565.Superseded values are not recommended for survey control.
 OD1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1565.See file dsdata.txt to determine how the superseded data were derived.
 OD1565
 OD1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0627385834(NAD 83)
 OD1565_MARKER: DD = SURVEY DISK
 OD1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1565+STABILITY: SURFACE MOTION
 OD1565
 OD1565  HISTORY     - Date     Condition        Report By
 OD1565  HISTORY     - 1973     MONUMENTED       NY-091
 OD1565
 OD1565                          STATION DESCRIPTION
 OD1565
 OD1565'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1565'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF GANSEVOORT, 6.5 MILES
 OD1565'SOUTHWEST OF SOUTH GLENS FALLS AND 1.0 MILES SOUTHWEST OF
 OD1565'FORTSVILLE, IN THE TOWNSHIP OF MOREAU.
 OD1565'
 OD1565'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1565'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO INTERSECTION OF
 OD1565'COUNTY HIGHWAY 32 (FORTSVILLE ROAD).  TURN RIGHT ON COUNTY HIGHWAY
 OD1565'32 (FORTSVILLE ROAD) AND GO NORTHWEST AND WEST FOR 1.30 MILES
 OD1565'TO T-ROAD INTERSECTION OF COUNTY HIGHWAY 31 (FORTSVILLE ROAD)
 OD1565'ON RIGHT.  TURN RIGHT ON COUNTY HIGHWAY 31 (FORTSVILLE ROAD)
 OD1565'AND GO NORTH FOR 1.45 MILES TO T-ROAD INTERSECTION OLD WEST
 OD1565'ROAD ON LEFT.  TURN LEFT ON OLD WEST ROAD AND GO WEST FOR 0.65
 OD1565'MILE TO STATION ON RIGHT.
 OD1565'
 OD1565'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1565'SURVEY STAMPED AQC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1565'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1565'GROUND.  IT IS LOCATED 14.5 FEET NORTHEAST OF THE NORTHWEST
 OD1565'CORNER OF THE CONCRETE ABUTMENT, 20.7 FEET NORTHEAST OF THE
 OD1565'SOUTHEAST CORNER OF THE STORM SEWER GRATING BOTH ON THE NORTH
 OD1565'SIDE OF OLD WEST ROAD, 20.2 FEET NORTH OF THE CENTERLINE OF OLD
 OD1565'WEST ROAD AND 25.2 FEET SOUTHWEST OF THE EAST END OF THE
 OD1565'GRANITE CURB ON THE NORTH SIDE OF OLD WEST ROAD.  THE
 OD1565'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1565'CONCRETE 48 INCHES BELOW GROUND.
 OD1565'
 OD1565'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4379 ***********************************************************************
 KU4379  DESIGNATION -  AQUEBOGUE
 KU4379  PID         -  KU4379
 KU4379  STATE/COUNTY-  NY/SUFFOLK
 KU4379  USGS QUAD   -  RIVERHEAD (1956)
 KU4379
 KU4379                         *CURRENT SURVEY CONTROL
 KU4379  ___________________________________________________________________
 KU4379* NAD 83(1996)-  40 56 23.21834(N)    072 38 37.56382(W)     ADJUSTED  
 KU4379* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KU4379  ___________________________________________________________________
 KU4379  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 KU4379  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU4379
 KU4379  HORZ ORDER  -  FIRST
 KU4379
 KU4379.The horizontal coordinates were established by classical geodetic methods
 KU4379.and adjusted by the National Geodetic Survey in January 1999..
 KU4379
 KU4379.The orthometric height was scaled from a topographic map.
 KU4379
 KU4379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4379
 KU4379.The geoid height was determined by GEOID03.
 KU4379
 KU4379;                    North         East     Units Scale Factor Converg.
 KU4379;SPC NY L     -    86,736.381   414,205.635   MT  0.99999612   +0 53 13.5
 KU4379;SPC NY L     -   284,567.61  1,358,939.65   sFT  0.99999612   +0 53 13.5
 KU4379;UTM  18      - 4,534,745.733   698,350.990   MT  1.00008426   +1 32 40.1
 KU4379
 KU4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4379!SPC NY L     -   1.00000322  x   0.99999612  =   0.99999934
 KU4379!UTM  18      -   1.00000322  x   1.00008426  =   1.00008748
 KU4379
 KU4379:                Primary Azimuth Mark                     Grid Az
 KU4379:SPC NY L     -  NORTHVILLE CONG CH NW SPIRE              031 16 02.0
 KU4379:UTM  18      -  NORTHVILLE CONG CH NW SPIRE              030 36 35.4
 KU4379
 KU4379|---------------------------------------------------------------------|
 KU4379| PID    Reference Object                     Distance      Geod. Az  |
 KU4379|                                                           dddmmss.s |
 KU4379| KU4265 NORTHVILLE CONG CH NW SPIRE         APPROX. 3.9 KM 0320915.5 |
 KU4379| KU4266 NORTHVILLE SOUND AVE CONG CH        APPROX. 3.9 KM 0321346.4 |
 KU4379| KU4264 AQUEBOGUE CONG CHURCH SPIRE         APPROX. 2.0 KM 0680250.5 |
 KU4379| KU4273 JAMESPORT WEIR NURSERY CHIMNEY      APPROX. 5.5 KM 0743525.0 |
 KU4379| KU4280 LAUREL BUSHNELLS WATER TANK         APPROX. 8.0 KM 0764150.1 |
 KU4379| KU4272 JAMESPORT CONG CHURCH SPIRE         APPROX. 5.4 KM 0775359.1 |
 KU4379| CB8306 AQUEBOGUE RM 1                       22.960 METERS 09741     |
 KU4379| CB8307 AQUEBOGUE RM 2                       33.668 METERS 17006     |
 KU4379| KU4372 RIVERHEAD RCA RECEIV TALL MAST      APPROX. 4.0 KM 2062018.0 |
 KU4379| KU4370 RIVERHEAD METH CHURCH SPIRE         APPROX. 2.7 KM 2080556.5 |
 KU4379| KU4369 RIVERHEAD FIRST CONG CH SPIRE       APPROX. 2.9 KM 2103853.3 |
 KU4379| KU4349 RIVERHEAD SUFFOLK CO STEEL STK      APPROX. 3.0 KM 2183410.0 |
 KU4379| KU4374 RIVERHEAD ST JOHNS RC CH SPIRE      APPROX. 2.6 KM 2192352.5 |
 KU4379| KU4350 RIVERHEAD HIGH SCHOOL CUPOLA        APPROX. 2.9 KM 2290548.9 |
 KU4379| KU4359 RIVERHEAD ST ISADORE CH E TWR       APPROX. 3.3 KM 2291704.0 |
 KU4379| KU4358 RIVERHEAD ST ISADORE CH W TWR       APPROX. 3.3 KM 2291914.1 |
 KU4379| KU4356 RIVERHEAD MUNICIPAL TANK            APPROX. 3.7 KM 2315754.8 |
 KU4379| CB8305 AQUEBOGUE AZ MK                                    3213414.9 |
 KU4379|---------------------------------------------------------------------|
 KU4379
 KU4379                          SUPERSEDED SURVEY CONTROL
 KU4379
 KU4379  NAD 83(1996)-  40 56 23.21924(N)    072 38 37.56406(W) AD(       ) 1
 KU4379  NAD 83(1992)-  40 56 23.21799(N)    072 38 37.56364(W) AD(       ) 1
 KU4379  NAD 83(1986)-  40 56 23.22169(N)    072 38 37.56751(W) AD(       ) 1
 KU4379  NAD 27      -  40 56 22.86795(N)    072 38 39.21954(W) AD(       ) 1
 KU4379
 KU4379.Superseded values are not recommended for survey control.
 KU4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4379.See file dsdata.txt to determine how the superseded data were derived.
 KU4379
 KU4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9835134746(NAD 83)
 KU4379_MARKER: DS = TRIANGULATION STATION DISK
 KU4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4379+STABILITY: SURFACE MOTION
 KU4379
 KU4379  HISTORY     - Date     Condition        Report By
 KU4379  HISTORY     - 1939     MONUMENTED       CGS
 KU4379  HISTORY     - 1951     GOOD             CGS
 KU4379  HISTORY     - 1956     SEE DESCRIPTION  USGS
 KU4379  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KU4379  HISTORY     - 20010331 GOOD             NGS
 KU4379
 KU4379                          STATION DESCRIPTION
 KU4379
 KU4379'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4379'STATION IS 0.1 MILE W OF AQUEBOGUE POST OFFICE (STATE HIGHWAY 25
 KU4379'AND CEDAR STREET) AND 0.3 MILE E OF RIVERHEAD ROAD AND STATE
 KU4379'HIGHWAY 25 INTERSECTION, AND IS ABOUT 80 YARDS N OF STATE HIGHWAY
 KU4379'25 IN THE BARNYARD OF DIMON TOURIST HOUSE.  STATION IS IN A FENCE
 KU4379'LINE BETWEEN BARNYARD AND A CULTIVATED FIELD, 22.4 METERS FROM
 KU4379'NW CORNER OF BARN, 64 FEET E OF CENTER LINE OF WAGON ROAD
 KU4379'RUNNING THROUGH BARNYARD, AND 11 FEET E OF A 16-INCH LOCUST
 KU4379'TREE.
 KU4379'
 KU4379'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KU4379'BRONZE DISKS SET IN CONCRETE.
 KU4379'
 KU4379'REFERENCE MARK NO.1 IS NEAR NW CORNER OF BARN.
 KU4379'
 KU4379'REFERENCE MARK NO.2 IS ON S SIDE OF BARNYARD ALONG HEDGEROW.
 KU4379'
 KU4379'AZIMUTH MARK IS 1/2 MILE N OF STATION IN TREE FENCE LINE
 KU4379'SEPARATING TWO FIELDS.
 KU4379'
 KU4379'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU4379
 KU4379                          STATION RECOVERY (1951)
 KU4379
 KU4379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4379'THE STATION MARK, R.M. 1, AND THE AZIMUTH MARK RECOVERED.
 KU4379'
 KU4379'THE STATION MARK IS IN A PLOWED FIELD.
 KU4379'
 KU4379'R.M. 2 HAS BEEN DESTROYED.  ITS LOCATION IS NOW IN THE CENTER
 KU4379'OF AN ASPARAGUS FIELD.
 KU4379'
 KU4379'THE AZIMUTH MARK IS AT THE W END OF THE ROW OF TREES MENTIONED.
 KU4379'
 KU4379'THE STATION IS ON THE PROPERTY OF MR. GOODALE.  IT IS 1.2
 KU4379'MILES W OF THE POST OFFICE, ON STATE HIGHWAY 25.
 KU4379
 KU4379                          STATION RECOVERY (1956)
 KU4379
 KU4379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KU4379'THIS STATION HAS BEEN HIT REPEATEDLY BY THE FARMERS TRACTOR.  IT
 KU4379'IS LAYING ALMOST ON TOP OF THE GROUND.  REFERENCE MARKS 1 AND 2 ARE
 KU4379'IN GOOD CONDITION.
 KU4379
 KU4379                          STATION RECOVERY (1965)
 KU4379
 KU4379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4379'THE UNDERGROUND STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND
 KU4379'THE AZIMUTH MARK WERE RECOVERED.  THE SURFACE STATION MARK HAS
 KU4379'BEEN DESTROYED AND A NEW MARK WAS ESTABLISHED AT THIS TIME.  A
 KU4379'DIFFERENCE WAS NOTED IN THE DISTANCE AND DIRECTION TO REFERENCE
 KU4379'MARK NO. 1.  A DIFFERENCE WAS NOTED IN THE DISTANCE AND DIRECTION
 KU4379'TO REFERENCE MARK NO. 2.  THE ARROW ON REFERENCE MARK NO. 2 IS
 KU4379'POINTED ABOUT 75 DEGREES TO THE LEFT OF THE STATION.  THE
 KU4379'DIRECTION TO THE AZIMUTH MARK CHECKED.  DUE TO CHANGES AT
 KU4379'THE STATION SITE, FOLLOWING IS A NEW AND COMPLETE
 KU4379'DESCRIPTION.
 KU4379'
 KU4379'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF RIVERHEAD,
 KU4379'1/2 MILE WEST OF AQUEBOGUE, 0.1 MILE NORTH OF STATE HIGHWAY 25,
 KU4379'AND ON THE PROPERTY OF MR. HAROLD GOODALE.
 KU4379'
 KU4379'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 25
 KU4379'(EAST MAIN STREET) AND COUNTY ROAD 58 IN THE NORTHEAST EDGE OF
 KU4379'RIVERHEAD, GO EAST ON STATE HIGHWAY 25 FOR 0.35 MILE TO A
 KU4379'DRIVEWAY ON THE LEFT AND MR. HAROLD GOODALES RESIDENCE.  TURN
 KU4379'LEFT INTO DRIVEWAY AND GO NORTH ABOUT 150 FEET TO A T
 KU4379'INTERSECTION.  TURN LEFT AND GO WEST ON A FARM ROAD FOR 0.05
 KU4379'MILE TO THE STATION ON THE RIGHT.
 KU4379'
 KU4379'THE STATION MARK IS A STANDARD DISK STAMPED AQUEBOGUE 1939 1965,
 KU4379'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU4379'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 165.5 FEET
 KU4379'SOUTHEAST OF A CYCLONE FENCE CORNER, 74 FEET NORTH OF THE CENTER
 KU4379'OF A FIELD ROAD, 67 FEET EAST-NORTHEAST OF THE CENTER OF THE
 KU4379'FIELD ROAD, AND 17.4 FEET WEST OF THE SOUTHWEST CORNER OF A
 KU4379'POTATO BARN.
 KU4379'
 KU4379'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED AQUEBOGUE NO 1
 KU4379'1939, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KU4379'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 28.7 FEET SOUTH
 KU4379'OF THE SOUTH SIDE OF THE POTATO BARN, 2.7 FEET EAST-NORTHEAST
 KU4379'OF THE NORTHWEST CORNER OF A BARN, AND 1 FOOT WEST OF A METAL
 KU4379'WITNESS POST.
 KU4379'
 KU4379'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED AQUEBOGUE NO 2
 KU4379'1939, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KU4379'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 88.4 FEET
 KU4379'EAST-NORTHEAST OF POWER LINE POLE NO. 93A, 38 FEET SOUTH OF THE
 KU4379'CENTER OF THE FIELD ROAD AND 1.2 FEET NORTH OF A METAL WITNESS
 KU4379'POST.
 KU4379'
 KU4379'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KU4379'AQUEBOGUE 1939 AZ, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KU4379'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KU4379'GROUND.  IT IS 20 FEET EAST OF THE CENTER OF A FIELD ROAD, 14
 KU4379'FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 1.8 FEET
 KU4379'EAST-NORTHEAST OF A METAL WITNESS POST.
 KU4379'
 KU4379'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A FIELD
 KU4379'ROAD FOR ABOUT 200 FEET TO A CYCLONE FENCE, TURN LEFT AND GO WEST
 KU4379'FOR ABOUT 100 FEET TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO
 KU4379'NORTH ON A FIELD ROAD FOR 0.45 MILE TO A FIELD ROAD RIGHT AND THE
 KU4379'MARK.
 KU4379'
 KU4379'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 KU4379'
 KU4379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4379'1-3/4 MILES NORTHEAST OF RIVERHEAD, N.Y.
 KU4379
 KU4379                          STATION RECOVERY (2001)
 KU4379
 KU4379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KU4379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4264 ***********************************************************************
 KU4264  DESIGNATION -  AQUEBOGUE CONG CHURCH SPIRE
 KU4264  PID         -  KU4264
 KU4264  STATE/COUNTY-  NY/SUFFOLK
 KU4264  USGS QUAD   -  MATTITUCK (1956)
 KU4264
 KU4264                         *CURRENT SURVEY CONTROL
 KU4264  ___________________________________________________________________
 KU4264* NAD 83(1996)-  40 56 47.72414(N)    072 37 17.35309(W)     ADJUSTED  
 KU4264* NAVD 88     -                                                        
 KU4264  ___________________________________________________________________
 KU4264  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KU4264  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU4264
 KU4264  HORZ ORDER  -  THIRD
 KU4264
 KU4264.The horizontal coordinates were established by classical geodetic methods
 KU4264.and adjusted by the National Geodetic Survey in January 1999..
 KU4264
 KU4264
 KU4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4264
 KU4264.The geoid height was determined by GEOID03.
 KU4264
 KU4264;                    North         East     Units Scale Factor Converg.
 KU4264;SPC NY L     -    87,521.527   416,069.804   MT  0.99999631   +0 54 06.0
 KU4264;SPC NY L     -   287,143.54  1,365,055.68   sFT  0.99999631   +0 54 06.0
 KU4264;UTM  18      - 4,535,552.294   700,206.198   MT  1.00009336   +1 33 33.4
 KU4264
 KU4264                          SUPERSEDED SURVEY CONTROL
 KU4264
 KU4264  NAD 83(1996)-  40 56 47.72496(N)    072 37 17.35333(W) AD(       ) 4
 KU4264  NAD 83(1992)-  40 56 47.72372(N)    072 37 17.35290(W) AD(       ) 4
 KU4264  NAD 83(1986)-  40 56 47.72735(N)    072 37 17.35698(W) AD(       ) 4
 KU4264  NAD 27      -  40 56 47.37357(N)    072 37 19.00908(W) AD(       ) 3
 KU4264
 KU4264.Superseded values are not recommended for survey control.
 KU4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4264.See file dsdata.txt to determine how the superseded data were derived.
 KU4264
 KU4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0020635552(NAD 83)
 KU4264_MARKER: 90 = CHURCH SPIRE
 KU4264
 KU4264  HISTORY     - Date     Condition        Report By
 KU4264  HISTORY     - 1883     FIRST OBSERVED   CGS
 KU4264  HISTORY     - 1933     GOOD             CGS
 KU4264  HISTORY     - 1939     GOOD             CGS
 KU4264  HISTORY     - 1965     GOOD             CGS
 KU4264  HISTORY     - 1966     GOOD             CGS
 KU4264  HISTORY     - 19920808 GOOD             USPSQD
 KU4264
 KU4264                          STATION DESCRIPTION
 KU4264
 KU4264'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (SCM)
 KU4264'SPIRE ON ROAD FROM RIVERHEAD TO JAMESTOWN.  IN 1891 REPORTED
 KU4264'STANDING BY W.P. ELLIOTT U.S.N.
 KU4264
 KU4264                          STATION RECOVERY (1933)
 KU4264
 KU4264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4264'THE OLD CHURCH (CONGREGATIONAL) STILL STANDS AND IS IN USE.  RECORDS
 KU4264'OF THE CHURCHS HISTORY FURNISHED BY THE MINISTER PROVED THIS TO
 KU4264'BE THE SAME CHURCH WITHOUT ALTERATION AS IN 1883.
 KU4264'
 KU4264'THE CHURCH FACES APPROXIMATELY S AND IS ON THE NW CORNER LOT AT
 KU4264'THE INTERSECTION OF WEST LANE STREET AND THE MAIN HIGHWAY
 KU4264'(NO. 25).  THE CENTER OF THE 12 1/2-FOOT SQUARE TOWER (SUPPORTED BY
 KU4264'TWO CEMENT PILLARS AT THE FRONT) SUPPORTING THE SPIRE IS 79 FEET
 KU4264'FROM THE CENTER LINE OF STATE HIGHWAY 25 AND 119 FEET FROM THE
 KU4264'CENTER LINE OF WEST LANE STREET.
 KU4264
 KU4264                          STATION RECOVERY (1939)
 KU4264
 KU4264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4264'OLD STEEPLE CONGREGATIONAL CHURCH IS ON THE NW CORNER OF STATE
 KU4264'HIGHWAY 25 AND WEST LANE IN THE VILLAGE OF AQUEBOGUE.  THE CHURCH
 KU4264'IS A WHITE SHINGLED FRAME STRUCTURE, WITH A CONSPICUOUS, TALL THIN
 KU4264'OCTAGONAL, SHINGLED STEEPLE.  THE TOP SECTION IS SHEATHED IN
 KU4264'BRIGHT SILVER-COLORED METAL.  THERE IS A WEATHER VANE WITH LETTER
 KU4264'AND AN ORNATE ARROW ON TOP.  THE STEEPLE HAS A SQUARE BASE WITH
 KU4264'GREEN SLATTED WINDOWS ON EACH SIDE.
 KU4264
 KU4264                          STATION RECOVERY (1965)
 KU4264
 KU4264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4264'THE STATION WAS RECOVERED AS DESCRIBED IN 1939 BY F.R.G. AND THE
 KU4264'POINT INTERSECTED WAS THE TOP CENTER OF THE SPIRE.
 KU4264
 KU4264                          STATION RECOVERY (1966)
 KU4264
 KU4264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU4264'STATION RECOVERED IN GOOD CONDITION.
 KU4264
 KU4264                          STATION RECOVERY (1992)
 KU4264
 KU4264'RECOVERY NOTE BY US POWER SQUADRON 1992 (EJM)
 KU4264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3619 ***********************************************************************
 KU3619  DESIGNATION -  AQUEDUCT MON 1 1921
 KU3619  PID         -  KU3619
 KU3619  STATE/COUNTY-  NY/WESTCHESTER
 KU3619  USGS QUAD   -  MOUNT VERNON (1979)
 KU3619
 KU3619                         *CURRENT SURVEY CONTROL
 KU3619  ___________________________________________________________________
 KU3619* NAD 83(1996)-  40 57 20.41943(N)    073 50 48.17388(W)     ADJUSTED  
 KU3619* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 KU3619  ___________________________________________________________________
 KU3619  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KU3619  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU3619
 KU3619  HORZ ORDER  -  THIRD
 KU3619
 KU3619.The horizontal coordinates were established by classical geodetic methods
 KU3619.and adjusted by the National Geodetic Survey in January 1999..
 KU3619
 KU3619.The orthometric height was scaled from a topographic map.
 KU3619
 KU3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3619
 KU3619.The geoid height was determined by GEOID03.
 KU3619
 KU3619;                    North         East     Units Scale Factor Converg.
 KU3619;SPC NY E     -   235,830.801   204,995.735   MT  0.99993721   +0 25 41.6
 KU3619;SPC NY E     -   773,721.55    672,556.84   sFT  0.99993721   +0 25 41.6
 KU3619;SPC NY L     -    87,628.089   312,905.251   MT  0.99999659   +0 06 00.9
 KU3619;SPC NY L     -   287,493.16  1,026,589.98   sFT  0.99999659   +0 06 00.9
 KU3619;SPC NJ       -   235,830.801   204,995.735   MT  0.99993721   +0 25 41.6
 KU3619;SPC NJ       -   773,721.55    672,556.84   sFT  0.99993721   +0 25 41.6
 KU3619;UTM  18      - 4,534,476.594   597,058.926   MT  0.99971594   +0 45 21.6
 KU3619
 KU3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3619!SPC NY E     -   0.99999442  x   0.99993721  =   0.99993163
 KU3619!SPC NY L     -   0.99999442  x   0.99999659  =   0.99999101
 KU3619!SPC NJ       -   0.99999442  x   0.99993721  =   0.99993163
 KU3619!UTM  18      -   0.99999442  x   0.99971594  =   0.99971036
 KU3619
 KU3619:                Primary Azimuth Mark                     Grid Az
 KU3619:SPC NY E     -  BRADFORD 1921                            088 52 53.1
 KU3619:SPC NY L     -  BRADFORD 1921                            089 12 33.8
 KU3619:SPC NJ       -  BRADFORD 1921                            088 52 53.1
 KU3619:UTM  18      -  BRADFORD 1921                            088 33 13.1
 KU3619
 KU3619|---------------------------------------------------------------------|
 KU3619| PID    Reference Object                     Distance      Geod. Az  |
 KU3619|                                                           dddmmss.s |
 KU3619| KU3690 BRADFORD 1921                       APPROX. 0.8 KM 0891834.7 |
 KU3619|---------------------------------------------------------------------|
 KU3619
 KU3619                          SUPERSEDED SURVEY CONTROL
 KU3619
 KU3619  NAD 83(1996)-  40 57 20.42006(N)    073 50 48.17454(W) AD(       ) 3
 KU3619  NAD 83(1992)-  40 57 20.41847(N)    073 50 48.17532(W) AD(       ) 3
 KU3619  NAD 83(1986)-  40 57 20.42117(N)    073 50 48.17365(W) AD(       ) 3
 KU3619  NAD 27      -  40 57 20.06500(N)    073 50 49.68900(W) AD(       ) 3
 KU3619
 KU3619.Superseded values are not recommended for survey control.
 KU3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3619.See file dsdata.txt to determine how the superseded data were derived.
 KU3619
 KU3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9705934477(NAD 83)
 KU3619_MARKER: V = STONE MONUMENT
 KU3619_SETTING: 0 = UNSPECIFIED SETTING
 KU3619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3619
 KU3619  HISTORY     - Date     Condition        Report By
 KU3619  HISTORY     - 1921     MONUMENTED       NY6820
 KU3619
 KU3619                          STATION DESCRIPTION
 KU3619
 KU3619'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3619'ON THE CENTER LINE OF THE CATSKILL AQUEDUCT AT STATION 4666 PLUS
 KU3619'57.03, A MONUMENT WITH CROSS CUT ON TOP.
 KU3619'
 KU3619'LAKE AVENUE IS IN BEARING S 77 DEG 16 MIN 52 SEC W FROM STATION.
 KU3619'
 KU3619'GRASSY SPRAIN IS IN BEARING N 41 DEG 39 MIN 04 SEC W FROM STATION.
 KU3619'
 KU3619'SIPHON CHAMBER IS 2072.13 FEET IN BEARING N 25 DEG E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3618 ***********************************************************************
 KU3618  DESIGNATION -  AQUEDUCT MON 2 1921
 KU3618  PID         -  KU3618
 KU3618  STATE/COUNTY-  NY/WESTCHESTER
 KU3618  USGS QUAD   -  MOUNT VERNON (1979)
 KU3618
 KU3618                         *CURRENT SURVEY CONTROL
 KU3618  ___________________________________________________________________
 KU3618* NAD 83(1996)-  40 57 38.79551(N)    073 50 36.48549(W)     ADJUSTED  
 KU3618* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 KU3618  ___________________________________________________________________
 KU3618  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KU3618  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU3618
 KU3618  HORZ ORDER  -  THIRD
 KU3618
 KU3618.The horizontal coordinates were established by classical geodetic methods
 KU3618.and adjusted by the National Geodetic Survey in January 1999..
 KU3618
 KU3618.The orthometric height was scaled from a topographic map.
 KU3618
 KU3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3618
 KU3618.The geoid height was determined by GEOID03.
 KU3618
 KU3618;                    North         East     Units Scale Factor Converg.
 KU3618;SPC NY E     -   236,399.665   205,264.804   MT  0.99993758   +0 25 49.4
 KU3618;SPC NY E     -   775,587.90    673,439.61   sFT  0.99993758   +0 25 49.4
 KU3618;SPC NY L     -    88,195.437   313,177.587   MT  0.99999676   +0 06 08.6
 KU3618;SPC NY L     -   289,354.53  1,027,483.47   sFT  0.99999676   +0 06 08.6
 KU3618;SPC NJ       -   236,399.665   205,264.804   MT  0.99993758   +0 25 49.4
 KU3618;SPC NJ       -   775,587.90    673,439.61   sFT  0.99993758   +0 25 49.4
 KU3618;UTM  18      - 4,535,046.862   597,324.677   MT  0.99971658   +0 45 29.6
 KU3618
 KU3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3618!SPC NY E     -   0.99999018  x   0.99993758  =   0.99992777
 KU3618!SPC NY L     -   0.99999018  x   0.99999676  =   0.99998694
 KU3618!SPC NJ       -   0.99999018  x   0.99993758  =   0.99992777
 KU3618!UTM  18      -   0.99999018  x   0.99971658  =   0.99970677
 KU3618
 KU3618:                Primary Azimuth Mark                     Grid Az
 KU3618:SPC NY E     -  BRADFORD 1921                            137 31 50.5
 KU3618:SPC NY L     -  BRADFORD 1921                            137 51 31.3
 KU3618:SPC NJ       -  BRADFORD 1921                            137 31 50.5
 KU3618:UTM  18      -  BRADFORD 1921                            137 12 10.3
 KU3618
 KU3618|---------------------------------------------------------------------|
 KU3618| PID    Reference Object                     Distance      Geod. Az  |
 KU3618|                                                           dddmmss.s |
 KU3618| KU3690 BRADFORD 1921                       APPROX. 0.8 KM 1375739.9 |
 KU3618|---------------------------------------------------------------------|
 KU3618
 KU3618                          SUPERSEDED SURVEY CONTROL
 KU3618
 KU3618  NAD 83(1996)-  40 57 38.79614(N)    073 50 36.48617(W) AD(       ) 3
 KU3618  NAD 83(1992)-  40 57 38.79455(N)    073 50 36.48697(W) AD(       ) 3
 KU3618  NAD 83(1986)-  40 57 38.79751(N)    073 50 36.48508(W) AD(       ) 3
 KU3618  NAD 27      -  40 57 38.44100(N)    073 50 38.00100(W) AD(       ) 3
 KU3618
 KU3618.Superseded values are not recommended for survey control.
 KU3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3618.See file dsdata.txt to determine how the superseded data were derived.
 KU3618
 KU3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9732535047(NAD 83)
 KU3618_MARKER: V = STONE MONUMENT
 KU3618_SETTING: 0 = UNSPECIFIED SETTING
 KU3618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3618
 KU3618  HISTORY     - Date     Condition        Report By
 KU3618  HISTORY     - 1921     MONUMENTED       NY6820
 KU3618
 KU3618                          STATION DESCRIPTION
 KU3618
 KU3618'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3618'ON THE CENTER LINE OF THE CATSKILL AQUEDUCT, 7.44 FEET SW OF THE
 KU3618'SIPHON CHAMBER, AT STATION 4645 PLUS 92.34, A MONUMENT WITH CROSS
 KU3618'CUT ON TOP.
 KU3618'
 KU3618'BRADFORD IS IN BEARING S 42 DEG 02 MIN 27 SEC E. FROM STATION.
 KU3618'
 KU3618'GRASSY SPRAIN IS IN BEARING N 77 DEG 37 MIN 41 SEC W FROM STATION.
 KU3618'
 KU3618'AQUEDUCT MON.NO.1 IS 2064.69 FEET IN BEARING S 25 DEG 44 MIN 35 SEC W
 KU3618'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3617 ***********************************************************************
 KU3617  DESIGNATION -  AQUEDUCT MONUMENT 1 1921
 KU3617  PID         -  KU3617
 KU3617  STATE/COUNTY-  NY/WESTCHESTER
 KU3617  USGS QUAD   -  MOUNT VERNON (1979)
 KU3617
 KU3617                         *CURRENT SURVEY CONTROL
 KU3617  ___________________________________________________________________
 KU3617* NAD 83(1996)-  40 57 10.69136(N)    073 52 02.02635(W)     ADJUSTED  
 KU3617* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 KU3617  ___________________________________________________________________
 KU3617  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KU3617  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU3617
 KU3617  HORZ ORDER  -  THIRD
 KU3617
 KU3617.The horizontal coordinates were established by classical geodetic methods
 KU3617.and adjusted by the National Geodetic Survey in January 1999..
 KU3617
 KU3617.The orthometric height was scaled from a topographic map.
 KU3617
 KU3617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3617
 KU3617.The geoid height was determined by GEOID03.
 KU3617
 KU3617;                    North         East     Units Scale Factor Converg.
 KU3617;SPC NY E     -   235,518.031   203,270.911   MT  0.99993492   +0 24 53.1
 KU3617;SPC NY E     -   772,695.41    666,897.98   sFT  0.99993492   +0 24 53.1
 KU3617;SPC NY L     -    87,325.179   311,178.560   MT  0.99999651   +0 05 12.6
 KU3617;SPC NY L     -   286,499.36  1,020,924.99   sFT  0.99999651   +0 05 12.6
 KU3617;SPC NJ       -   235,518.031   203,270.911   MT  0.99993492   +0 24 53.1
 KU3617;SPC NJ       -   772,695.41    666,897.98   sFT  0.99993492   +0 24 53.1
 KU3617;UTM  18      - 4,534,154.034   595,336.303   MT  0.99971187   +0 44 33.1
 KU3617
 KU3617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3617!SPC NY E     -   0.99999129  x   0.99993492  =   0.99992622
 KU3617!SPC NY L     -   0.99999129  x   0.99999651  =   0.99998780
 KU3617!SPC NJ       -   0.99999129  x   0.99993492  =   0.99992622
 KU3617!UTM  18      -   0.99999129  x   0.99971187  =   0.99970317
 KU3617
 KU3617:                Primary Azimuth Mark                     Grid Az
 KU3617:SPC NY E     -  MON 87A AQUEDUCT MON 2 1921              008 44 13.5
 KU3617:SPC NY L     -  MON 87A AQUEDUCT MON 2 1921              009 03 54.0
 KU3617:SPC NJ       -  MON 87A AQUEDUCT MON 2 1921              008 44 13.5
 KU3617:UTM  18      -  MON 87A AQUEDUCT MON 2 1921              008 24 33.5
 KU3617
 KU3617|---------------------------------------------------------------------|
 KU3617| PID    Reference Object                     Distance      Geod. Az  |
 KU3617|                                                           dddmmss.s |
 KU3617| KU3652 MON 87A AQUEDUCT MON 2 1921         APPROX. 0.6 KM 0090906.6 |
 KU3617| KU3653 NEPPERHAN                           APPROX. 0.6 KM 0103503.3 |
 KU3617| KU4073 LAKE AVE 1921                       APPROX. 2.0 KM 2544503.3 |
 KU3617| KU3662 MONUMENT MARLBOROUGH ROAD            65.045 METERS 25936     |
 KU3617|---------------------------------------------------------------------|
 KU3617
 KU3617                          SUPERSEDED SURVEY CONTROL
 KU3617
 KU3617  NAD 83(1996)-  40 57 10.69198(N)    073 52 02.02695(W) AD(       ) 3
 KU3617  NAD 83(1992)-  40 57 10.69040(N)    073 52 02.02768(W) AD(       ) 3
 KU3617  NAD 83(1986)-  40 57 10.69311(N)    073 52 02.02597(W) AD(       ) 3
 KU3617  NAD 27      -  40 57 10.34000(N)    073 52 03.53900(W) AD(       ) 3
 KU3617
 KU3617.Superseded values are not recommended for survey control.
 KU3617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3617.See file dsdata.txt to determine how the superseded data were derived.
 KU3617
 KU3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9533634154(NAD 83)
 KU3617_MARKER: N = NAIL
 KU3617_SETTING: 0 = UNSPECIFIED SETTING
 KU3617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3617
 KU3617  HISTORY     - Date     Condition        Report By
 KU3617  HISTORY     - 1921     MONUMENTED       NY6820
 KU3617
 KU3617                          STATION DESCRIPTION
 KU3617
 KU3617'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3617'STATION IS LOCATED BETWEEN MARLBOROUGH ROAD AND ALBEMARLE PLACE ON
 KU3617'THE NEW CROTON AQUEDUCT, AND OLD BROKEN MONUMENT, REPAIRED AND
 KU3617'CONCRETE AROUND TOP, WITH WOODEN PLUG AND BRASS NAIL IN DRILL HOLE.
 KU3617'
 KU3617'MONUMENT 87A, AQUEDUCT MONUMENT NO. 2, IS DISTANT 1834.6 FEET N 09
 KU3617'DEG 09 MIN 15 SEC E.
 KU3617'
 KU3617'NEPPERHAN IN BEARING N 10 DEG 35 MIN 11 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3298 ***********************************************************************
 KU3298  DESIGNATION -  AQUEDUCT RESET
 KU3298  PID         -  KU3298
 KU3298  STATE/COUNTY-  NY/QUEENS
 KU3298  USGS QUAD   -  JAMAICA (1979)
 KU3298
 KU3298                         *CURRENT SURVEY CONTROL
 KU3298  ___________________________________________________________________
 KU3298* NAD 83(1996)-  40 39 59.54967(N)    073 49 54.31652(W)     ADJUSTED  
 KU3298* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 KU3298  ___________________________________________________________________
 KU3298  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KU3298  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU3298
 KU3298  HORZ ORDER  -  FIRST
 KU3298
 KU3298.The horizontal coordinates were established by classical geodetic methods
 KU3298.and adjusted by the National Geodetic Survey in January 1999..
 KU3298
 KU3298.The orthometric height was scaled from a topographic map.
 KU3298
 KU3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3298
 KU3298.The geoid height was determined by GEOID03.
 KU3298
 KU3298;                    North         East     Units Scale Factor Converg.
 KU3298;SPC NY L     -    55,522.567   314,226.450   MT  1.00000001   +0 06 36.2
 KU3298;SPC NY L     -   182,160.29  1,030,924.61   sFT  1.00000001   +0 06 36.2
 KU3298;UTM  18      - 4,502,397.158   598,745.771   MT  0.99972002   +0 45 40.9
 KU3298
 KU3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3298!SPC NY L     -   1.00000300  x   1.00000001  =   1.00000301
 KU3298!UTM  18      -   1.00000300  x   0.99972002  =   0.99972302
 KU3298
 KU3298|---------------------------------------------------------------------|
 KU3298| PID    Reference Object                     Distance      Geod. Az  |
 KU3298|                                                           dddmmss.s |
 KU3298| CB6576 AQUEDUCT RM 1 AZIMUTH                              01618     |
 KU3298| CB6580 AQUEDUCT RM 5                        19.100 METERS 10533     |
 KU3298| KU3397 ROCKAWAY                            APPROX. 9.8 KM 1350527.8 |
 KU3298| KU3389 FAR ROCKAWAY Q GAS CO TALL STK      APPROX. 8.7 KM 1365331.3 |
 KU3298| CB6577 AQUEDUCT RM 2                        21.370 METERS 14148     |
 KU3298| KU3377 ROCKAWAY BCH CHILDREN HOSP TK       APPROX.11.3 KM 1943205.1 |
 KU3298| KU3418 BARREN IS INCIN CONCRETE STACK      APPROX.10.0 KM 2024818.8 |
 KU3298| CB6581 AQUEDUCT RM 6                         9.444 METERS 21736     |
 KU3298| KU3444 SHEEPSHEAD BAY ST MARK CATH CH      APPROX.13.3 KM 2285942.0 |
 KU3298| KU3445 CONEY IS HALF MOON HOTEL BLDG       APPROX.17.3 KM 2324112.6 |
 KU3298| CB6578 AQUEDUCT RM 3                        18.422 METERS 25110     |
 KU3298| KU3610 E FLATBUSH KINGS CO HOSP SPIRE      APPROX. 9.6 KM 2632632.2 |
 KU3298| KU3574 BROOKLYN WILLIAMSBURG BK BLDG       APPROX.12.5 KM 2794332.2 |
 KU3298| CB6579 AQUEDUCT RM 4                        41.724 METERS 35812     |
 KU3298|---------------------------------------------------------------------|
 KU3298
 KU3298                          SUPERSEDED SURVEY CONTROL
 KU3298
 KU3298  NAD 83(1996)-  40 39 59.55185(N)    073 49 54.31622(W) AD(       ) 1
 KU3298  NAD 83(1992)-  40 39 59.55158(N)    073 49 54.31622(W) AD(       ) 1
 KU3298  NAD 83(1986)-  40 39 59.55218(N)    073 49 54.31577(W) AD(       ) 1
 KU3298  NAD 27      -  40 39 59.17900(N)    073 49 55.83000(W) AD(       ) 1
 KU3298
 KU3298.Superseded values are not recommended for survey control.
 KU3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3298.See file dsdata.txt to determine how the superseded data were derived.
 KU3298
 KU3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9874602397(NAD 83)
 KU3298_MARKER: DS = TRIANGULATION STATION DISK
 KU3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3298
 KU3298  HISTORY     - Date     Condition        Report By
 KU3298  HISTORY     - 1932     MONUMENTED       CGS
 KU3298  HISTORY     - 1937     GOOD             CGS
 KU3298  HISTORY     - 1940     GOOD             CGS
 KU3298  HISTORY     - 1952     GOOD             CGS
 KU3298  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KU3298
 KU3298                          STATION DESCRIPTION
 KU3298
 KU3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KU3298'LOCATED ON THE GROUNDS OF THE AQUEDUCT RACE TRACK, QUEENS COUNTY
 KU3298'JOCKEY CLUB, AQUEDUCT, BOROUGH OF QUEENS, NEW YORK.  THE STATION
 KU3298'IS IN THE SE CORNER OF THE GROUNDS 16.1 METERS NW OF CENTER LINE
 KU3298'OF GATE TO GROUNDS, 21.3 METERS WNW OF STABLES, 7 METERS ESE OF
 KU3298'WHAT APPEARS TO BE AN EXERCISE GROUND, 11 METERS WNW OF CENTER
 KU3298'LINE OF ROAD THROUGH THE GROUND.
 KU3298'
 KU3298'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KU3298'DISKS SET IN CONCRETE.
 KU3298'
 KU3298'REFERENCE MARK NO.1 IS N OF STATION AT SE CORNER OF THE MOST
 KU3298'SOUTHERLY ONE OF A ROW OF STABLES AT N END OF TRACK, 30 METERS
 KU3298'N OF ASPHALT ROAD.  REFERENCE MARK NO.2 IS E OF STATION, 7
 KU3298'METERS ESE OF CENTER LINE OF ROAD.  REFERENCE MARK NO.3 IS WSW
 KU3298'OF STATION IN CORNER WHERE EXERCISE GROUND FENCE MEETS THE
 KU3298'FENCE OF THE MAIN GROUND.
 KU3298'
 KU3298'HEIGHT OF SIGNAL ABOVE STATION MARK 26 METERS.
 KU3298
 KU3298                          STATION RECOVERY (1937)
 KU3298
 KU3298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU3298'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  A
 KU3298'FENCE HAS BEEN BUILT BETWEEN THE STATION AND REFERENCE MARK 3.
 KU3298'
 KU3298'THE ANGLE AT AQUEDUCT BETWEEN REFERENCE MARK NO.1 (AZIMUTH
 KU3298'MARK) AND REFERENCE MARK NO.2 IS 125 DEG 32 MIN 44 SEC.  THIS
 KU3298'ANGLE IS TWO MINUTES MORE THAN 1932 MEASUREMENTS.  THE 1932 ANGLE
 KU3298'WAS MEASURED FROM A TOWER.  THE 1937 ANGLE WAS MEASURED FROM A
 KU3298'TRIPOD AND IS PROBABLY MORE ACCURATE.
 KU3298
 KU3298                          STATION RECOVERY (1940)
 KU3298
 KU3298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3298'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 KU3298'CONDITION.  REFERENCE MARKS NO. 2 AND NO. 3 HAD BEEN REMOVED
 KU3298'BY RECENT CONSTRUCTION WORK AND WERE REMARKED NUMBERS 4 AND 5
 KU3298'AND REPLACED.
 KU3298'
 KU3298'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE AQUEDUCT
 KU3298'RACE TRACK GROUNDS ABOUT 60 METERS SOUTH OF THE SOUTH END OF
 KU3298'THE STARTING STRAIGHTAWAY, 6 METERS NORTH OF THE FENCE ALONG
 KU3298'SUNRISE HIGHWAY, AND 20 METERS WEST OF THE SOUTH END OF THE
 KU3298'PADDOCK.  ENTRANCE TO THE GROUNDS IS FROM THE NORTH.
 KU3298'
 KU3298'REFERENCE MARK NO. 4 1940 IS UNDER THE GUARD RAIL AROUND THE
 KU3298'TRACK AT THE SOUTH END OF THE STARTING STRAIGHTAWAY.
 KU3298'
 KU3298'REFERENCE MARK NO. 5 1940 IS UNDER THE EDGE OF THE STOOP AT THE
 KU3298'SOUTH END OF THE PADDOCK.
 KU3298'
 KU3298'THE DIRECTION TO REFERENCE MARK NO. 1 WAS NOT CHECKED BECAUSE
 KU3298'THE LINE WAS BLOCKED BY TEMPORARY CONSTRUCTION.
 KU3298
 KU3298                          STATION RECOVERY (1952)
 KU3298
 KU3298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3298'STATION AND R.M.S 1, 4, AND 5 RECOVERED IN GOOD
 KU3298'CONDITION.  DESCRIPTION BY C.D.M. IN 1940 IS CORRECT AND ADEQUATE
 KU3298'WITH THE FOLLOWING ADDITIONS AND DELETIONS--
 KU3298'
 KU3298'R.M. 4, 1940, IS NO LONGER UNDER GUARDRAIL.
 KU3298'
 KU3298'R.M. 5, 1940 IS NO LONGER UNDER STOOP AT S END OF PADDOCK.
 KU3298'
 KU3298'STATION AND REFERENCE MARKS ARE SW OF LARGE PARKING LOT
 KU3298'THAT IS 0.8 MILE S OF GATE NEAR INTERSECTION OF ONE HUNDRED AND
 KU3298'TENTH STREET AND ROCKAWAY BOULEVARD.
 KU3298'
 KU3298'R.M. 5, 1940, IS 57 METERS W OF W POLE OF GATE ON SOUTH
 KU3298'CONDUIT ROAD.
 KU3298'
 KU3298'STATION IS PARTLY COVERED BY TURF AND TAR, BUT BY LOCATING
 KU3298'STATION FROM REFERENCE MARK MEASUREMENTS, IT CAN BE RECOVERED.
 KU3298'THERE WAS APPROXIMATELY 1 INCH OF TURF COVERING MARK AT THIS
 KU3298'RECOVERY.
 KU3298
 KU3298                          STATION RECOVERY (1958)
 KU3298
 KU3298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 KU3298'THE STATION, REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD
 KU3298'CONDITION IN NOVEMBER 1957.  REFERENCE MARK 1 WAS DESTROYED IN
 KU3298'THE RECONSTRUCTION OF THE RACE TRACK.  REFERENCE MARK 4 WAS
 KU3298'DESTROYED AT THIS TIME AT THE REQUEST OF THE CONSTRUCTION
 KU3298'ENGINEER.
 KU3298'
 KU3298'THE STATION AND REFERENCE MARK 5 WERE RECOVERED IN GOOD CONDITION
 KU3298'IN JUNE 1958.  AT THE REQUEST OF THE CONSTRUCTION ENGINEER, THE
 KU3298'STATION WAS LOWERED ABOUT 3-1/2 FT. IN POSITION AND RESET.
 KU3298'A MANHOLE FRAME WITH A 32-IN. COVER WAS PLACED
 KU3298'AROUND THE MARK TO PRESERVE THE STATION (ITS LOCATION WILL BE
 KU3298'IN A PARKING LOT IN THE FUTURE).  REFERENCE MARK 6 WAS SET.
 KU3298'
 KU3298'A NEW DESCRIPTION FOLLOWS--
 KU3298'
 KU3298'THE STATION IS LOCATED IN THE SE CORNER OF THE AQUEDUCT RACE
 KU3298'TRACK GROUNDS, IT IS 186 FT. W OF THE W POLE AT THE ENTRANCE
 KU3298'TO THE TRACK OFF SOUTH CONDUIT AVE., 37 FT. S OF THE CENTER OF A
 KU3298'MACADAM ROAD, 35 FT. N OF A WIRE FENCE, 13 FT. N AND 8 FT. E
 KU3298'OF THE NINTH TREE OF A ROW OF SYCAMORE TREES EXTENDING W FROM
 KU3298'THE ENTRANCE.  THE MARK IS SET 7 IN. BELOW A 32-IN. MANHOLE
 KU3298'COVER AND IS STAMPED AQUEDUCT 1932 1958.
 KU3298'
 KU3298'REFERENCE MARK 5 IS 126 FT. W OF THE W POLE AT THE ENTRANCE TO
 KU3298'THE TRACK OFF SOUTH CONDUIT AVE., 56 FT. S OF THE CENTER OF A
 KU3298'MACADAM ROAD, 12.5 FT. N OF A WIRE FENCE AND ABOUT 3 FT. HIGHER
 KU3298'THAN THE STATION.  THE MARK PROJECTS 16 IN. AND IS STAMPED
 KU3298'AQUEDUCT NO 5 1940.
 KU3298'
 KU3298'REFERENCE MARK 6 IS 206 FT. W OF THE W POLE AT THE ENTRANCE TO
 KU3298'THE TRACK OFF SOUTH CONDUIT AVE., 60 FT. S OF THE CENTER OF A
 KU3298'MACADAM ROAD, 11.5 FT. N OF A WIRE FENCE AND ABOUT 3 FT. HIGHER
 KU3298'THAN THE STATION.  THE MARK PROJECTS 3 IN. AND IS STAMPED
 KU3298'AQUEDUCT NO 6 1932 1958.
 KU3298'
 KU3298'NOTE--REFERENCE MEASUREMENTS TO THE MACADAM ROAD ARE SUBJECT
 KU3298'TO CHANGE.
 KU3298'
 KU3298'NO AZIMUTH MARK WAS SET AT THIS TIME BECAUSE OF THE UNSETTLED
 KU3298'CONDITION OF THE AREA AND LACK OF STATIONS VISIBLE FROM A TRIPOD
 KU3298'SETUP.
 KU3298'
 KU3298'DIRECTION TO RM 6 WITH ROCKAWAY 1932 AS THE INITIAL COMPILED
 KU3298'HOLDING 1940 OBSERVATION TO RM 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2273 ***********************************************************************
 NA2273  DESIGNATION -  ARAB
 NA2273  PID         -  NA2273
 NA2273  STATE/COUNTY-  NY/ONONDAGA
 NA2273  USGS QUAD   -  DE RUYTER (1943)
 NA2273
 NA2273                         *CURRENT SURVEY CONTROL
 NA2273  ___________________________________________________________________
 NA2273* NAD 83(1996)-  42 49 21.87517(N)    075 54 58.46273(W)     ADJUSTED  
 NA2273* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 NA2273  ___________________________________________________________________
 NA2273  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 NA2273  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NA2273
 NA2273  HORZ ORDER  -  SECOND
 NA2273
 NA2273.The horizontal coordinates were established by classical geodetic methods
 NA2273.and adjusted by the National Geodetic Survey in January 1999..
 NA2273
 NA2273.The orthometric height was scaled from a topographic map.
 NA2273
 NA2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2273
 NA2273.The geoid height was determined by GEOID03.
 NA2273
 NA2273;                    North         East     Units Scale Factor Converg.
 NA2273;SPC NY C     -   313,695.468   304,548.253   MT  0.99997409   +0 27 12.4
 NA2273;SPC NY C     - 1,029,182.55    999,172.06   sFT  0.99997409   +0 27 12.4
 NA2273;UTM  18      - 4,741,538.097   425,104.252   MT  0.99966901   -0 37 22.2
 NA2273
 NA2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2273!SPC NY C     -   0.99991196  x   0.99997409  =   0.99988605
 NA2273!UTM  18      -   0.99991196  x   0.99966901  =   0.99958100
 NA2273
 NA2273|---------------------------------------------------------------------|
 NA2273| PID    Reference Object                     Distance      Geod. Az  |
 NA2273|                                                           dddmmss.s |
 NA2273| CZ7416 ARAB RM 1                            25.748 METERS 02232     |
 NA2273| CZ7417 ARAB RM 2                            27.716 METERS 12500     |
 NA2273| NA2274 FABIUS BAP CH STEEPLE               APPROX. 5.9 KM 2834515.4 |
 NA2273| CZ7415 ARAB AZ MK                                         2895721.4 |
 NA2273|---------------------------------------------------------------------|
 NA2273
 NA2273                          SUPERSEDED SURVEY CONTROL
 NA2273
 NA2273  NAD 83(1986)-  42 49 21.88026(N)    075 54 58.46168(W) AD(       ) 2
 NA2273  NAD 27      -  42 49 21.64200(N)    075 54 59.75200(W) AD(       ) 2
 NA2273
 NA2273.Superseded values are not recommended for survey control.
 NA2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2273.See file dsdata.txt to determine how the superseded data were derived.
 NA2273
 NA2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2510441538(NAD 83)
 NA2273_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2273
 NA2273  HISTORY     - Date     Condition        Report By
 NA2273  HISTORY     - 1942     MONUMENTED       CGS
 NA2273  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 NA2273  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2273  HISTORY     - 20021115 MARK NOT FOUND   INDIV
 NA2273
 NA2273                          STATION DESCRIPTION
 NA2273
 NA2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2273'STATION IS ABOUT 3 MILES W AND 1-1/2 MILES S OF NEW WOODSTOCK,
 NA2273'3-1/2 MILES S OF DELPHI, ON LAND OWNED BY ONONDAGA COUNTY AND
 NA2273'INCORPORATED IN ONONDAGA PARK.
 NA2273'
 NA2273'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NA2273'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 NA2273'1A, 7A, AND 11A.
 NA2273'
 NA2273'SURFACE MARK IS SET ON THE HIGHEST POINT OF A RIDGE KNOWN AS
 NA2273'ARAB HILL, 0.05 MILE E OF A THREE-STRAND POWER LINE, AND 11
 NA2273'FEET S OF A STANDARD REFERENCE POST.  IT IS STAMPED ARAB 1942.
 NA2273'
 NA2273'REFERENCE MARK NO. 1 IS 84.46 FEET NE OF STATION AT THE E SIDE
 NA2273'OF A FIRE LANE.  THE MARK IS STAMPED ARAB NO. 1 1942.
 NA2273'
 NA2273'REFERENCE MARK NO. 2 IS 90.91 FEET SE OF STATION AT THE S SIDE
 NA2273'OF A FIRE LANE.  THE MARK IS STAMPED ARAB NO. 2 1942.
 NA2273'
 NA2273'THE AZIMUTH MARK IS 0.35 MILE NW OF STATION, 25.7 FEET W OF
 NA2273'THE CENTER LINE OF A N-S DIRT ROAD, 12.5 FEET S OF THE CENTER
 NA2273'LINE OF A T-ROAD W, 1.2 FEET E OF THE W RIGHT-OF-WAY FENCE LINE,
 NA2273'AND 1.1 FEET N OF A STANDARD REFERENCE POST.
 NA2273'
 NA2273'TO REACH THE STATION FROM THE POST OFFICE IN NEW WOODSTOCK,
 NA2273'GO W ON STATE HIGHWAY 80 FOR 3.55 MILES TO A STOP SIGN AT
 NA2273'CROSSROADS, CONTINUE W FOR 0.25 MILE TO A T-ROAD LEFT, TURN LEFT
 NA2273'AND FOLLOW HARD SURFACED ROAD FOR 1.0 MILE TO THE PARK
 NA2273'HEADQUARTERS ON THE LEFT, THEN CONTINUE STRAIGHT AHEAD FOR
 NA2273'0.8 MILE TO A GAP IN THE FENCE ON THE LEFT* AT A POINT WHERE THE
 NA2273'POWER LINE CROSSES OVER THE ROAD, TURN LEFT THRU FENCE GAP AND
 NA2273'FOLLOW POWER LINE UPHILL FOR 0.3 MILE TO A POINT ABOUT HALFWAY
 NA2273'BETWEEN THE SECOND AND THIRD SET OF POLES, FROM HERE TURN
 NA2273'RIGHT FOR 0.05 MILE TO THE HIGHEST POINT OF THE HILL AND
 NA2273'STATION.
 NA2273'
 NA2273'*STARTING FROM THIS POINT GO N ON THE N-S DIRT ROAD FOR ABOUT
 NA2273'0.15 MILE TO A T-ROAD W AND THE AZIMUTH MARK IN THE SW ANGLE.
 NA2273'
 NA2273'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NA2273
 NA2273                          STATION RECOVERY (1945)
 NA2273
 NA2273'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (JHM)
 NA2273'LETTER FROM JAMES H. MANROSS, ONONDAGA COUNTY PARK AND REGIONAL
 NA2273'PLANNING BOARD, SYRACUSE, N.Y., DATED JUNE 21, 1945 --
 NA2273'
 NA2273'ORIGINAL DESCRIPTION OF STATION READS ON LAND OWNED BY
 NA2273'ONONDAGA COUNTY AND INCORPORATED IN ONONDAGA PARK.  THIS COULD
 NA2273'CAUSE CONFUSION SINCE ONONDAGA PARK IS LOCATED IN THE CITY OF
 NA2273'SYRACUSE AND ONONDAGA LAKE PARK IS NORTH OF THE CITY.  THE
 NA2273'OFFICIAL TITLE OF THE AREA IN WHICH THE STATION IS LOCATED IS
 NA2273'HIGHLAND FOREST.  IT IS POPULARLY REFERRED TO AS HIGHLAND PARK
 NA2273'OR THE COUNTY FOREST.
 NA2273'
 NA2273'THE PLANTED EVERGREENS WHICH SURROUND THE SITE OF THE MONUMENT
 NA2273'ARE NOW INCREASING IN HEIGHT AT THE RATE OF NEARLY A FOOT A
 NA2273'YEAR AND WILL CONTINUE TO DO SO FOR THE NEXT 40 OR 50
 NA2273'YEARS.  THE SIGHT TO THE AZIMUTH MARK IS ALREADY DIFFICULT AND
 NA2273'WITHIN A YEAR OR SO WILL BE IMPOSSIBLE.
 NA2273
 NA2273                          STATION RECOVERY (1974)
 NA2273
 NA2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NA2273'NO MEASUREMENT BETWEEN RMS.
 NA2273'
 NA2273'THE STATION UNDERGROUND MARK, AZIMUTH MARK, REFERENCE MARK 1 AND
 NA2273'REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION, THE SURFACE MARK
 NA2273'WAS FOUND LEANING.  A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND
 NA2273'MARK AT THIS TIME.  THE STATION IS ON THE PROPERTY OF THE
 NA2273'ONONDAGA COUNTY AND INCORPORATED IN ONONDAGA PARK.
 NA2273'
 NA2273'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 NA2273'CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND THE DISK IS
 NA2273'STAMPED ARAB 1942 1974.  IT IS 23 FEET WEST OF CENTER OF TRACK
 NA2273'ROAD, 11 FEET NORTH OF CENTER OF TRACK ROAD, 3 FEET SOUTH OF
 NA2273'WITNESS POST AND IS AT THE POINT WHERE THE ROAD TURNS RIGHT.
 NA2273'
 NA2273'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 NA2273'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE THE
 NA2273'GROUND AND THE DISK IS STAMPED ARAB NO 1 1942.  IT IS 12 FEET EAST
 NA2273'OF CENTER OF TRACK ROAD AND 1.6 FEET EAST OF WITNESS POST.
 NA2273'
 NA2273'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 NA2273'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES AND
 NA2273'THE DISK IS STAMPED ARAB NO 2 1942.  IT IS 78 FEET SOUTHEAST OF
 NA2273'POINT WHERE ROAD TURNS WEST AND 1.8 FEET SOUTH OF WITNESS POST.
 NA2273'
 NA2273'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NA2273'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NA2273'STAMPED ARAB 1942.  IT IS 27 FEET NORTH OF CENTER OF ROAD, 12
 NA2273'FEET WEST OF CENTER OF DRIVEWAY LEADING INTO THE HIGHLAND
 NA2273'FOREST SAWMILL, 12 FEET EAST OF A SIGN POST, 1.6 FEET EAST OF
 NA2273'WITNESS POST AND IS SET IN THE FENCE CORNER.
 NA2273'
 NA2273'TO REACH THE STATION FROM THE POST OFFICE IN NEW WOODSTOCK, GO
 NA2273'WEST ON STATE HIGHWAY 80 FOR 3.35 MILES TO CROSSROAD, CONTINUE
 NA2273'WEST ON STATE HIGHWAY 80 FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN
 NA2273'LEFT, GO SOUTH ON SURFACED ROAD FOR 1.05 MILES TO PARK
 NA2273'HEADQUARTERS ON LEFT.  (PERMISSION AND KEY FOR GATE MAY BE
 NA2273'OBTAINED AT PARK HEADQUARTERS) CONTINUE SOUTH ON PARK ROAD FOR
 NA2273'0.2 MILE TO A GATE, PASS THROUGH GATE, CONTINUE SOUTH FOR
 NA2273'0.35 MILE TO THE AZIMUTH MARK ON RIGHT AT SAWMILL
 NA2273'ENTRANCE.  CONTINUE SOUTH FOR 0.3 MILE TO SIDE ROAD LEFT,
 NA2273'TURN LEFT, FOLLOW TRACK ROAD FOR 0.3 MILE TO CROSSROAD, TURN
 NA2273'RIGHT PASSING UNDER POWER LINES ON TRACK ROAD FOR 0.15 MILE
 NA2273'TO THE STATION ON RIGHT AT POINT WHERE THE ROAD TURNS WEST.
 NA2273'
 NA2273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2273'2-1/2 MILES WEST OF NEW WOODSTOCK.
 NA2273
 NA2273                          STATION RECOVERY (2002)
 NA2273
 NA2273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LRB)
 NA2273'I FOUND THE WITTNESS MARKER FOR THIS AND RM-1 OFF OF THIS BUT NO
 NA2273'SURVEY MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1675 ***********************************************************************
 PH1675  DESIGNATION -  ARAB
 PH1675  PID         -  PH1675
 PH1675  STATE/COUNTY-  NY/ST LAWRENCE
 PH1675  USGS QUAD   -  
 PH1675
 PH1675                         *CURRENT SURVEY CONTROL
 PH1675  ___________________________________________________________________
 PH1675* NAD 83(1996)-  44 12 18.04702(N)    074 35 17.87495(W)     ADJUSTED  
 PH1675* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 PH1675  ___________________________________________________________________
 PH1675  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 PH1675  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH1675
 PH1675  HORZ ORDER  -  SECOND
 PH1675
 PH1675.The horizontal coordinates were established by classical geodetic methods
 PH1675.and adjusted by the National Geodetic Survey in January 1999..
 PH1675
 PH1675.The orthometric height was scaled from a topographic map.
 PH1675
 PH1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1675
 PH1675.The geoid height was determined by GEOID03.
 PH1675
 PH1675;                    North         East     Units Scale Factor Converg.
 PH1675;SPC NY E     -   596,544.703   142,943.043   MT  0.99990061   -0 03 41.6
 PH1675;SPC NY E     - 1,957,163.75    468,972.30   sFT  0.99990061   -0 03 41.6
 PH1675;UTM  18      - 4,894,725.999   532,893.932   MT  0.99961331   +0 17 13.4
 PH1675
 PH1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1675!SPC NY E     -   0.99988464  x   0.99990061  =   0.99978526
 PH1675!UTM  18      -   0.99988464  x   0.99961331  =   0.99949800
 PH1675
 PH1675:                Primary Azimuth Mark                     Grid Az
 PH1675:SPC NY E     -  SUNMOUNT US VA FACILITY NEW WT           077 32 02.7
 PH1675:UTM  18      -  SUNMOUNT US VA FACILITY NEW WT           077 11 07.7
 PH1675
 PH1675|---------------------------------------------------------------------|
 PH1675| PID    Reference Object                     Distance      Geod. Az  |
 PH1675|                                                           dddmmss.s |
 PH1675| PH1657 SUNMOUNT US VA FACILITY NEW WT      APPROX.12.1 KM 0772821.1 |
 PH1675| PH1652 SUNMOUNT US VA FACILITY TANK        APPROX.12.1 KM 0773700.7 |
 PH1675| CZ7418 ARAB RM 1                            41.069 METERS 12738     |
 PH1675| PH1674 ARAB MT LOOKOUT TOWER                52.508 METERS 14301     |
 PH1675| PH1676 ARAB MT USGS 1963                    47.002 METERS 20340     |
 PH1675| PH1680 HIGH VIEW                           APPROX. 6.5 KM 2921431.5 |
 PH1675|---------------------------------------------------------------------|
 PH1675
 PH1675                          SUPERSEDED SURVEY CONTROL
 PH1675
 PH1675  NAD 83(1986)-  44 12 18.05428(N)    074 35 17.87635(W) AD(       ) 2
 PH1675  NAD 27      -  44 12 17.84172(N)    074 35 19.24839(W) AD(       ) 2
 PH1675
 PH1675.Superseded values are not recommended for survey control.
 PH1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1675.See file dsdata.txt to determine how the superseded data were derived.
 PH1675
 PH1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP3289494726(NAD 83)
 PH1675_MARKER: DD = SURVEY DISK
 PH1675_SETTING: 66 = SET IN ROCK OUTCROP
 PH1675
 PH1675  HISTORY     - Date     Condition        Report By
 PH1675  HISTORY     - 1963     MONUMENTED       CGS
 PH1675
 PH1675                          STATION DESCRIPTION
 PH1675
 PH1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1675'THE STATION IS LOCATED ON TOP OF ARAB MOUNTAIN, ABOUT 7 MILES
 PH1675'WEST OF TUPPER LAKE, ABOUT 2 MILES SOUTHWEST OF THE SMALL VILLAGE
 PH1675'OF PIERCEFIELD.  IT IS A STANDARD DISK STAMPED ARAB 1963, CEMENTED
 PH1675'IN A DRILLED HOLE IN OUTCROPPING BED ROCK THAT PROJECTS ABOUT 3
 PH1675'FEET, AND IS LOCATED NEAR THE NORTH POINT OF THE MOUNTAIN.  IT IS
 PH1675'162 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 PH1675'111 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE, AND 41
 PH1675'FEET NORTHWEST OF THE NORTHEAST CORNER OF A SMALL GARAGE.
 PH1675'
 PH1675'TO REACH FROM THE RAILROAD DEPOT IN THE WEST EDGE OF TUPPER LAKE,
 PH1675'GO WESTERLY ON STATE HIGHWAY 3 FOR 6.65 MILES TO THE CENTER OF A
 PH1675'CONCRETE BRIDGE OVER RAQUETTE RIVER, IN THE EAST EDGE OF THE
 PH1675'SMALL VILLAGE OF PIERCEFIELD.  CONTINUE WESTERLY ON HIGHWAY 3
 PH1675'FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED
 PH1675'ROAD FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 PH1675'EASTERLY ON A PAVED ROAD FOR 0.6 MILE TO A RAILROAD CROSSING.
 PH1675'CONTINUE SOUTHEAST ON THE PAVED ROAD FOR 0.2 MILE TO A WOODS
 PH1675'ROAD ON THE LEFT.  FROM THIS POINT A JEEP CAN BE DRIVEN EASTERLY
 PH1675'UP HILL FOR APPROX. 1.1 MILES TO THE TOP OF THE HILL AND THE
 PH1675'STATION.  (45 MIN. PACK FROM BOTTOM OF HILL).
 PH1675'
 PH1675'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ARAB NO 1 1963, CEMENTED
 PH1675'IN A DRILLED HOLE IN OUTCROPPING BED ROCK.  IT IS 48 FEET
 PH1675'NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, AND 61
 PH1675'FEET EAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE.
 PH1675'
 PH1675'ARAB MT. (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK,
 PH1675'WHICH IS NOT STAMPED, CEMENTED IN A DRILLED HOLE IN OUTCROPPING BED
 PH1675'ROCK ON THE WEST SLOPE OF THE MOUNTAIN.  IT IS 128 FEET SOUTHWEST
 PH1675'OF THE SOUTHWEST CORNER OF THE GARAGE, 160 FEET WEST OF THE
 PH1675'SOUTHWEST LEG OF THE LOOKOUT TOWER, AND 90 FEET WEST OF THE
 PH1675'SOUTHWEST CORNER OF THE FRAME HOUSE.
 PH1675'
 PH1675'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1674 ***********************************************************************
 PH1674  DESIGNATION -  ARAB MT LOOKOUT TOWER
 PH1674  PID         -  PH1674
 PH1674  STATE/COUNTY-  NY/ST LAWRENCE
 PH1674  USGS QUAD   -  
 PH1674
 PH1674                         *CURRENT SURVEY CONTROL
 PH1674  ___________________________________________________________________
 PH1674* NAD 83(1996)-  44 12 16.68819(N)    074 35 16.45211(W)     ADJUSTED  
 PH1674* NAVD 88     -                                                        
 PH1674  ___________________________________________________________________
 PH1674  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 PH1674  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH1674
 PH1674  HORZ ORDER  -  THIRD
 PH1674
 PH1674.The horizontal coordinates were established by classical geodetic methods
 PH1674.and adjusted by the National Geodetic Survey in January 1999..
 PH1674
 PH1674
 PH1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1674
 PH1674.The geoid height was determined by GEOID03.
 PH1674
 PH1674;                    North         East     Units Scale Factor Converg.
 PH1674;SPC NY E     -   596,502.732   142,974.586   MT  0.99990061   -0 03 40.6
 PH1674;SPC NY E     - 1,957,026.05    469,075.79   sFT  0.99990061   -0 03 40.6
 PH1674;UTM  18      - 4,894,684.233   532,925.720   MT  0.99961333   +0 17 14.4
 PH1674
 PH1674                          SUPERSEDED SURVEY CONTROL
 PH1674
 PH1674  NAD 83(1986)-  44 12 16.69570(N)    074 35 16.45411(W) AD(       ) 4
 PH1674  NAD 27      -  44 12 16.47758(N)    074 35 17.82431(W) AD(       ) 3
 PH1674
 PH1674.Superseded values are not recommended for survey control.
 PH1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1674.See file dsdata.txt to determine how the superseded data were derived.
 PH1674
 PH1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP3292694684(NAD 83)
 PH1674
 PH1674  HISTORY     - Date     Condition        Report By
 PH1674  HISTORY     - 1942     MONUMENTED       CGS
 PH1674  HISTORY     - 1963     GOOD             CGS
 PH1674  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1674
 PH1674                          STATION DESCRIPTION
 PH1674
 PH1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1674'THIS INTERSECTION STATION IS ABOUT 6.25 MILES W OF TUPPER LAKE,
 PH1674'5.5 MILES NNE OF THE HAMLET OF HORSESHOE.
 PH1674'
 PH1674'IT IS OF STANDARD TYPE FOUR-LEG STEEL TRUSSWORK
 PH1674'CONSTRUCTION.  THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL
 PH1674'ROOF.
 PH1674'
 PH1674'THE STATION WAS NOT VISITED.
 PH1674
 PH1674                          STATION RECOVERY (1963)
 PH1674
 PH1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1674'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 PH1674'DESCRIPTIONS ARE ADEQUATE.
 PH1674
 PH1674                          STATION RECOVERY (1975)
 PH1674
 PH1674'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1674'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1676 ***********************************************************************
 PH1676  DESIGNATION -  ARAB MT USGS 1963
 PH1676  PID         -  PH1676
 PH1676  STATE/COUNTY-  NY/ST LAWRENCE
 PH1676  USGS QUAD   -  
 PH1676
 PH1676                         *CURRENT SURVEY CONTROL
 PH1676  ___________________________________________________________________
 PH1676* NAD 83(1996)-  44 12 16.65231(N)    074 35 18.72477(W)     ADJUSTED  
 PH1676* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 PH1676  ___________________________________________________________________
 PH1676  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 PH1676  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH1676
 PH1676  HORZ ORDER  -  SECOND
 PH1676
 PH1676.The horizontal coordinates were established by classical geodetic methods
 PH1676.and adjusted by the National Geodetic Survey in January 1999..
 PH1676
 PH1676.The orthometric height was scaled from a topographic map.
 PH1676
 PH1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1676
 PH1676.The geoid height was determined by GEOID03.
 PH1676
 PH1676;                    North         East     Units Scale Factor Converg.
 PH1676;SPC NY E     -   596,501.679   142,924.130   MT  0.99990062   -0 03 42.2
 PH1676;SPC NY E     - 1,957,022.59    468,910.25   sFT  0.99990062   -0 03 42.2
 PH1676;UTM  18      - 4,894,682.873   532,875.286   MT  0.99961329   +0 17 12.8
 PH1676
 PH1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1676!SPC NY E     -   0.99988464  x   0.99990062  =   0.99978527
 PH1676!UTM  18      -   0.99988464  x   0.99961329  =   0.99949798
 PH1676
 PH1676                          SUPERSEDED SURVEY CONTROL
 PH1676
 PH1676  NAD 83(1986)-  44 12 16.65957(N)    074 35 18.72616(W) AD(       ) 2
 PH1676  NAD 27      -  44 12 16.44699(N)    074 35 20.09817(W) AD(       ) 2
 PH1676
 PH1676.Superseded values are not recommended for survey control.
 PH1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1676.See file dsdata.txt to determine how the superseded data were derived.
 PH1676
 PH1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP3287594683(NAD 83)
 PH1676_MARKER: DD = SURVEY DISK
 PH1676_SETTING: 66 = SET IN ROCK OUTCROP
 PH1676_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1676+STABILITY: POSITION/ELEVATION WELL
 PH1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH1676+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 PH1676
 PH1676  HISTORY     - Date     Condition        Report By
 PH1676  HISTORY     - 1963     MONUMENTED       USGS
 PH1676  HISTORY     - 20030915 GOOD             INDIV
 PH1676
 PH1676                          STATION DESCRIPTION
 PH1676
 PH1676'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 PH1676'THE STATION IS LOCATED ON TOP OF ARAB MOUNTAIN, ABOUT 7 MILES
 PH1676'WEST OF TUPPER LAKE, ABOUT 2 MILES SOUTHWEST OF THE SMALL VILLAGE OF
 PH1676'PIERCEFIELD, NEAR THE SITE OF THE ARAB MOUNTAIN LOOKOUT TOWER.  IT
 PH1676'IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK, WHICH IS NOT
 PH1676'STAMPED, CEMENTED IN A DRILLED HOLE IN OUTCROPPING BED ROCK ON
 PH1676'THE WEST SLOPE OF THE MOUNTAIN.  IT IS 128 FEET SOUTHWEST OF THE
 PH1676'SOUTHWEST CORNER OF A GARAGE, 160 FEET WEST OF THE SOUTHWEST
 PH1676'LEG OF THE LOOKOUT TOWER, AND 90 FEET WEST OF THE SOUTHWEST CORNER
 PH1676'OF A FRAME HOUSE.
 PH1676'
 PH1676'TO REACH FROM THE RAILROAD DEPOT IN THE WEST EDGE OF TUPPER LAKE, GO
 PH1676'WESTERLY ON STATE HIGHWAY 3 FOR 6.65 MILES TO THE CENTER OF A
 PH1676'CONCRETE BRIDGE OVER RAQUETTE RIVER, IN THE EAST EDGE OF THE
 PH1676'SMALL VILLAGE OF PIERCEFIELD.  CONTINUE WESTERLY ON HIGHWAY 3 FOR
 PH1676'0.8 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD
 PH1676'FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 PH1676'A PAVED ROAD FOR 0.6 MILE TO A RAILROAD CROSSING.  CONTINUE
 PH1676'SOUTHEAST ON THE PAVED ROAD FOR 0.2 MILE TO A WOODS ROAD ON THE
 PH1676'LEFT.  FROM THIS POINT A JEEP CAN BE DRIVEN EASTERLY UP HILL FOR
 PH1676'APPROX 1.1 MILES TO THE TOP OF THE HILL AND THE STATION.
 PH1676'
 PH1676'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARAB 1963,
 PH1676'THE DISTANCE BEING 47.0022 METERS AND 154.21 FEET.
 PH1676
 PH1676                          STATION RECOVERY (2003)
 PH1676
 PH1676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BMC)
 PH1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4651 ***********************************************************************
 KV4651  DESIGNATION -  ARBUTUS
 KV4651  PID         -  KV4651
 KV4651  STATE/COUNTY-  NY/RICHMOND
 KV4651  USGS QUAD   -  ARTHUR KILL (1981)
 KV4651
 KV4651                         *CURRENT SURVEY CONTROL
 KV4651  ___________________________________________________________________
 KV4651* NAD 83(1996)-  40 31 07.65853(N)    074 10 35.45219(W)     ADJUSTED  
 KV4651* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4651  ___________________________________________________________________
 KV4651  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KV4651  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV4651
 KV4651  HORZ ORDER  -  THIRD
 KV4651
 KV4651.The horizontal coordinates were established by classical geodetic methods
 KV4651.and adjusted by the National Geodetic Survey in January 1999..
 KV4651
 KV4651.The orthometric height was scaled from a topographic map.
 KV4651
 KV4651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4651
 KV4651.The geoid height was determined by GEOID03.
 KV4651
 KV4651;                    North         East     Units Scale Factor Converg.
 KV4651;SPC NY L     -    39,117.111   285,041.275   MT  1.00001152   -0 06 55.6
 KV4651;SPC NY L     -   128,336.72    935,172.92   sFT  1.00001152   -0 06 55.6
 KV4651;SPC NJ       -   187,165.615   177,410.770   MT  0.99990925   +0 12 36.6
 KV4651;SPC NJ       -   614,059.19    582,055.17   sFT  0.99990925   +0 12 36.6
 KV4651;UTM  18      - 4,485,666.575   569,758.006   MT  0.99965990   +0 32 06.1
 KV4651
 KV4651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4651!SPC NY L     -   1.00000512  x   1.00001152  =   1.00001664
 KV4651!SPC NJ       -   1.00000512  x   0.99990925  =   0.99991437
 KV4651!UTM  18      -   1.00000512  x   0.99965990  =   0.99966502
 KV4651
 KV4651:                Primary Azimuth Mark                     Grid Az
 KV4651:SPC NY L     -  GREAT KILLS LIGHT                        085 19 19.5
 KV4651:SPC NJ       -  GREAT KILLS LIGHT                        084 59 47.3
 KV4651:UTM  18      -  GREAT KILLS LIGHT                        084 40 17.8
 KV4651
 KV4651|---------------------------------------------------------------------|
 KV4651| PID    Reference Object                     Distance      Geod. Az  |
 KV4651|                                                           dddmmss.s |
 KV4651| KV4586 GREAT KILLS LIGHT                   APPROX. 3.8 KM 0851223.9 |
 KV4651| CB5648 ARBUTUS RM 1                                       23631     |
 KV4651| CB5649 ARBUTUS RM 2                                       32825     |
 KV4651|---------------------------------------------------------------------|
 KV4651
 KV4651                          SUPERSEDED SURVEY CONTROL
 KV4651
 KV4651  NAD 83(1986)-  40 31 07.65906(N)    074 10 35.44934(W) AD(       ) 3
 KV4651  NAD 27      -  40 31 07.27800(N)    074 10 36.93400(W) AD(       ) 3
 KV4651
 KV4651.Superseded values are not recommended for survey control.
 KV4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4651.See file dsdata.txt to determine how the superseded data were derived.
 KV4651
 KV4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6975885667(NAD 83)
 KV4651_MARKER: DS = TRIANGULATION STATION DISK
 KV4651_SETTING: 0 = UNSPECIFIED SETTING
 KV4651
 KV4651  HISTORY     - Date     Condition        Report By
 KV4651  HISTORY     - 1932     MONUMENTED       CGS
 KV4651  HISTORY     - 1933     GOOD             CGS
 KV4651  HISTORY     - 1950     GOOD             CGS
 KV4651  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 KV4651  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 KV4651
 KV4651                          STATION DESCRIPTION
 KV4651
 KV4651'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4651'THIS STATION IS 1-1/4 MILES NORTHWARD OF SEGUINE POINT, AT THE
 KV4651'FOOT OF ARBUTUS AVENUE.  IT IS ON THE NE CORNER OF THE LARGEST PIER
 KV4651'IN THE VICINITY.  A WELL-BUILT AND STABLE CONCRETE-FLOORED,
 KV4651'WOODEN-PILING STRUCTURE, THE PROPERTY OF ST. JOSEPHS-BY-THE-SEA.
 KV4651'
 KV4651'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4651'STAMPED ARBUTUS-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KV4651'THE CONCRETE FLOOR OF THE PIER.  TWO STANDARD C. AND G.S. BRONZE
 KV4651'REFERENCE DISKS STAMPED NO.1-1932 AND NO.2-1932 WERE SIMILARLY
 KV4651'SET ON THE SE CORNER, AND THE N SIDE OF THE PIER.  ADDITIONAL
 KV4651'REFERENCE MEASUREMENTS WERE ALSO TAKEN, AS FOLLOWS--
 KV4651'
 KV4651'NORMAL TO S EDGE OF PIER FLOOR 9.982 METERS.  TO NE CORNER OF
 KV4651'PIER FLOOR 1.722 METERS.  NORMAL TO E EDGE OF PIER FLOOR 1.347
 KV4651'METERS.  TO INSHORE CORNER OF PIER FLOOR 1.380 METERS.  NORMAL
 KV4651'TO N EDGE OF PIER FLOOR 1.100 METERS.
 KV4651'
 KV4651'THERE IS AMPLE ROOM AND RIGID FOOTING FOR A CENTRAL TRIPOD
 KV4651'SET-UP ON THE CONCRETE FLOOR OF THE PIER.
 KV4651'
 KV4651'HEIGHT OF SIGNAL ABOVE STATION MARK 1-1/2 METERS.
 KV4651
 KV4651                          STATION RECOVERY (1933)
 KV4651
 KV4651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4651'STATION RECOVERED AND FOUND IN GOOD CONDITION, AS ORIGINALLY
 KV4651'DESCRIBED, WITH THE FOLLOWING EXCEPTION AND ADDITION--
 KV4651'
 KV4651'THE REFERENCE MARKS ARE NOT DATED.  AN ADDITIONAL REFERENCE
 KV4651'MEASUREMENT WAS TAKEN AS FOLLOWS--
 KV4651'
 KV4651'TO NEAR CIRCUMFERENCE OF SCUPPER TO N, 1.068 METERS.
 KV4651
 KV4651                          STATION RECOVERY (1950)
 KV4651
 KV4651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 KV4651'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 KV4651'CONDITION.  DESCRIPTION ADEQUATE AND COMPLETE.
 KV4651
 KV4651                          STATION RECOVERY (1995)
 KV4651
 KV4651'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4651'MARK NOT FOUND.
 KV4651
 KV4651                          STATION RECOVERY (1996)
 KV4651
 KV4651'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0933 ***********************************************************************
 NC0933  DESIGNATION -  ARCADE
 NC0933  PID         -  NC0933
 NC0933  STATE/COUNTY-  NY/WYOMING
 NC0933  USGS QUAD   -  ARCADE (1979)
 NC0933
 NC0933                         *CURRENT SURVEY CONTROL
 NC0933  ___________________________________________________________________
 NC0933* NAD 83(1996)-  42 34 22.92843(N)    078 25 15.08346(W)     ADJUSTED  
 NC0933* NAVD 88     -       544.3    (meters)    1786.     (feet)  VERTCON   
 NC0933  ___________________________________________________________________
 NC0933  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 NC0933  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NC0933
 NC0933  HORZ ORDER  -  FIRST
 NC0933
 NC0933.The horizontal coordinates were established by classical geodetic methods
 NC0933.and adjusted by the National Geodetic Survey in January 1999..
 NC0933
 NC0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0933
 NC0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0933
 NC0933.The geoid height was determined by GEOID03.
 NC0933
 NC0933;                    North         East     Units Scale Factor Converg.
 NC0933;SPC NY W     -   285,754.929   363,339.048   MT  0.99993969   +0 06 35.7
 NC0933;SPC NY W     -   937,514.30  1,192,054.86   sFT  0.99993969   +0 06 35.7
 NC0933;UTM  17      - 4,716,627.231   711,677.612   MT  1.00015131   +1 44 43.8
 NC0933
 NC0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0933!SPC NY W     -   0.99991989  x   0.99993969  =   0.99985958
 NC0933!UTM  17      -   0.99991989  x   1.00015131  =   1.00007118
 NC0933
 NC0933:                Primary Azimuth Mark                     Grid Az
 NC0933:SPC NY W     -  ARCADE RM 3                              035 08 49.0
 NC0933:UTM  17      -  ARCADE RM 3                              033 30 40.9
 NC0933
 NC0933|---------------------------------------------------------------------|
 NC0933| PID    Reference Object                     Distance      Geod. Az  |
 NC0933|                                                           dddmmss.s |
 NC0933| CZ9690 ARCADE RM 3                                        0351524.7 |
 NC0933| CZ9688 ARCADE RM 1                          92.324 METERS 15322     |
 NC0933| CZ9689 ARCADE RM 2                         112.203 METERS 22112     |
 NC0933|---------------------------------------------------------------------|
 NC0933
 NC0933                          SUPERSEDED SURVEY CONTROL
 NC0933
 NC0933  NAD 83(1986)-  42 34 22.93483(N)    078 25 15.07954(W) AD(       ) 1
 NC0933  NAD 27      -  42 34 22.71246(N)    078 25 16.01244(W) AD(       ) 1
 NC0933  NGVD 29 (07/19/86)  544.4    (m)         1786.     (f) VERT ANG       
 NC0933
 NC0933.Superseded values are not recommended for survey control.
 NC0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0933.See file dsdata.txt to determine how the superseded data were derived.
 NC0933
 NC0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH1167816627(NAD 83)
 NC0933_MARKER: DS = TRIANGULATION STATION DISK
 NC0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0933
 NC0933  HISTORY     - Date     Condition        Report By
 NC0933  HISTORY     - 1929     MONUMENTED       CGS
 NC0933  HISTORY     - 1973     GOOD             NGS
 NC0933  HISTORY     - 1974     GOOD             NGS
 NC0933  HISTORY     - 19881212 GOOD             LOCSUR
 NC0933
 NC0933                          STATION DESCRIPTION
 NC0933
 NC0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC0933'THIS STATION IS IN ARCADE TOWNSHIP, ABOUT 2-1/2 MILES N OF THE
 NC0933'VILLAGE OF ARCADE, ON LAND BELONGING TO H.G. CLEVELAND.  THE
 NC0933'STATION IS W OF MR. CLEVELANDS BARN, IN A CULTIVATED FIELD, ABOUT
 NC0933'90 YARDS N OF THE FENCE ALONG THE SOUTHERN BOUNDARY OF HIS FARM,
 NC0933'AND ABOUT 100 FEET W OF THE PROLONGATION OF A FENCE THAT
 NC0933'SEPARATES A WOOD LOT FROM A CULTIVATED FIELD ON THE FARM S OF MR.
 NC0933'CLEVELANDS.
 NC0933'
 NC0933'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NC0933'DISKS SET IN CONCRETE.
 NC0933'
 NC0933'SURFACE MARK IS 10 INCHES BELOW SURFACE.  REFERENCE MARKS NOS. 1
 NC0933'AND 2 ARE ALONG FENCE LINE ALONG S SIDE OF LANE.
 NC0933'
 NC0933'THE REFERENCE MARKS ARE ALONG E AND W PROPERTY LINE FENCE WHICH
 NC0933'IS AT THE S SIDE OF FENCE OF LANE ALONG THE SOUTHERN BOUNDARY OF
 NC0933'MR. CLEVELANDS FARM.  BOTH REFERENCE MARKS ARE ABOUT 3 INCHES
 NC0933'ABOVE SURFACE OF GROUND.
 NC0933'
 NC0933'TO REACH THE STATION FROM ARCADE, GO E ON MAIN STREET TO WATER
 NC0933'STREET, ABOUT TWO BLOCKS FROM THE POST OFFICE.  HERE TURN N ON
 NC0933'WATER STREET, WHICH IS ALSO THE STATE HIGHWAY TO E ARCADE.  FOLLOW
 NC0933'THIS STREET, AS IT CURVES TO THE NE TO A POINT 0.2 MILE
 NC0933'FROM MAIN STREET.  HERE A DIRT ROAD, MARKED TO TO JAVA GOES N
 NC0933'ACROSS RAILROAD AND UP A HILL, FOLLOW THIS ROAD N FOR A DISTANCE
 NC0933'OF 2.6 MILES FROM THE RAILROAD TO MR. CLEVELANDS HOUSE, WHICH
 NC0933'SETS ON THE W SIDE OF THE ROAD OPPOSITE ANOTHER HOUSE.  TURN W
 NC0933'THROUGH BARNYARD TO POINT DESCRIBED ABOVE.
 NC0933'
 NC0933'HEIGHT OF SIGNAL ABOVE STATION MARK - 40 METERS.
 NC0933
 NC0933                          STATION RECOVERY (1973)
 NC0933
 NC0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC0933'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 NC0933'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH REFERENCE
 NC0933'MARKS CHECKED WITH THE PREVIOUS DESCRIPTION.
 NC0933'
 NC0933'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NC0933'
 NC0933'THE STATION IS LOCATED 2-1/2 MILES NORTH OF ARCADE, 2 MILES
 NC0933'EAST OF THE ERIE-WYOMING COUNTY LINE AND ON PROPERTY OWNED BY
 NC0933'MR. GEORGE T. HAYDEN.
 NC0933'
 NC0933'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 98 AND
 NC0933'39 IN ARCADE, GO NORTHEAST ON HIGHWAY 98 FOR 0.25 MILE TO A SIDE
 NC0933'ROAD LEFT.  TURN LEFT AND GO NORTH ON CURRIERS ROAD FOR 1.0 MILE
 NC0933'TO A CROSSROAD.  (GENESSEE ROAD) CONTINUE NORTH ON CURRIERS ROAD
 NC0933'FOR 1.45 MILES TO A HOUSE AND BARN ON THE LEFT.  (TO REACH
 NC0933'REFERENCE MARK 3 FROM HERE, GO NORTH ON CURRIERS ROAD FOR 0.2
 NC0933'MILE TO THE MARK ON THE RIGHT.) TURN LEFT AND GO WEST AND
 NC0933'SOUTHWEST ON A DRIVEWAY BETWEEN THE HOUSE AND BARN FOR 0.05
 NC0933'MILE TO A GATE AT THE SOUTHWEST CORNER OF THE BARN.  PASS
 NC0933'THROUGH THE GATE AND GO WEST ACROSS A PASTURE FOR 0.1 MILE TO
 NC0933'THE TOP OF A SMALL RIDGE AND THE STATION AS DESCRIBED.
 NC0933'
 NC0933'STATION MARK, STAMPED ARCADE 1929 IS A STANDARD DISK SET IN
 NC0933'A SQUARE CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND
 NC0933'SURFACE.  IT IS 135.5 FEET EAST OF A FENCE CORNER AND 16.5 FEET
 NC0933'SOUTH OF A FENCE.
 NC0933'
 NC0933'REFERENCE MARK 1, STAMPED ARCADE NO 1 1929 IS A STANDARD DISK
 NC0933'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 NC0933'68.5 FEET SOUTH OF A FENCE, 8 FEET NORTHWEST OF A METAL WITNESS
 NC0933'POST AND 1.7 FEET NORTH OF A FENCE.
 NC0933'
 NC0933'REFERENCE MARK 2, STAMPED ARCADE NO 2 1929 IS A STANDARD DISK SET
 NC0933'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 65
 NC0933'FEET SOUTH OF A FENCE, 16 FEET NORTHWEST OF A TWIN TRUNK MAPLE
 NC0933'TREE, 3.5 FEET NORTHEAST OF A METAL WITNESS POST AND 0.5 FOOT
 NC0933'NORTH OF A FENCE.
 NC0933'
 NC0933'REFERENCE MARK 3, STAMPED ARCADE NO 3 1929 1973 IS A STANDARD
 NC0933'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NC0933'GROUND.  IT IS 24 FEET EAST OF THE CENTER OF CURRIERS ROAD, 5 FEET
 NC0933'NORTH OF A METAL WITNESS POST AND 2 FEET SOUTH OF TELEPHONE POLE
 NC0933'NUMBER 719.
 NC0933'
 NC0933'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 NC0933'
 NC0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0933'2-1/2 MILES NORTH OF ARCADE.
 NC0933
 NC0933                          STATION RECOVERY (1974)
 NC0933
 NC0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NC0933'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 NC0933'1973.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT CHECKED.
 NC0933'
 NC0933'THE 1973 DESCRIPTION TO REACH STATION IS ADEQUATE.
 NC0933'
 NC0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0933'2-1/2 MILES NORTH OF ARCADE.
 NC0933
 NC0933                          STATION RECOVERY (1988)
 NC0933
 NC0933'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JEM)
 NC0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2171 ***********************************************************************
 NA2171  DESIGNATION -  ARCTIC
 NA2171  PID         -  NA2171
 NA2171  STATE/COUNTY-  NY/DELAWARE
 NA2171  USGS QUAD   -  NORTH SANFORD (1982)
 NA2171
 NA2171                         *CURRENT SURVEY CONTROL
 NA2171  ___________________________________________________________________
 NA2171* NAD 83(1996)-  42 10 49.53221(N)    075 23 30.84720(W)     ADJUSTED  
 NA2171* NAVD 88     -       659.8    (meters)    2165.     (feet)  VERTCON   
 NA2171  ___________________________________________________________________
 NA2171  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 NA2171  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NA2171
 NA2171  HORZ ORDER  -  FIRST
 NA2171
 NA2171.The horizontal coordinates were established by classical geodetic methods
 NA2171.and adjusted by the National Geodetic Survey in January 1999..
 NA2171
 NA2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2171
 NA2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2171
 NA2171.The geoid height was determined by GEOID03.
 NA2171
 NA2171;                    North         East     Units Scale Factor Converg.
 NA2171;SPC NY E     -   372,023.902    76,321.422   MT  0.99996677   -0 35 56.1
 NA2171;SPC NY E     - 1,220,548.42    250,397.87   sFT  0.99996677   -0 35 56.1
 NA2171;SPC NY C     -   242,820.700   348,426.214   MT  1.00005666   +0 48 00.3
 NA2171;SPC NY C     -   796,654.25  1,143,128.34   sFT  1.00005666   +0 48 00.3
 NA2171;UTM  18      - 4,669,883.313   467,635.430   MT  0.99961289   -0 15 47.3
 NA2171
 NA2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2171!SPC NY E     -   0.99990138  x   0.99996677  =   0.99986815
 NA2171!SPC NY C     -   0.99990138  x   1.00005666  =   0.99995803
 NA2171!UTM  18      -   0.99990138  x   0.99961289  =   0.99951430
 NA2171
 NA2171|---------------------------------------------------------------------|
 NA2171| PID    Reference Object                     Distance      Geod. Az  |
 NA2171|                                                           dddmmss.s |
 NA2171| CZ7419 ARCTIC RM 1                          25.315 METERS 00317     |
 NA2171| CZ7420 ARCTIC RM 2                          23.500 METERS 11354     |
 NA2171| NA2172 NORTH SANFORD FIRE TOWER            APPROX. 9.3 KM 2465728.7 |
 NA2171|---------------------------------------------------------------------|
 NA2171
 NA2171                          SUPERSEDED SURVEY CONTROL
 NA2171
 NA2171  NAD 83(1986)-  42 10 49.53770(N)    075 23 30.84932(W) AD(       ) 1
 NA2171  NAD 27      -  42 10 49.23900(N)    075 23 32.20400(W) AD(       ) 1
 NA2171  NGVD 29 (07/19/86)  659.9    (m)         2165.     (f) VERT ANG       
 NA2171
 NA2171.Superseded values are not recommended for survey control.
 NA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2171.See file dsdata.txt to determine how the superseded data were derived.
 NA2171
 NA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6763569883(NAD 83)
 NA2171_MARKER: DS = TRIANGULATION STATION DISK
 NA2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2171
 NA2171  HISTORY     - Date     Condition        Report By
 NA2171  HISTORY     - 1940     MONUMENTED       CGS
 NA2171  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NA2171  HISTORY     - 1976     GOOD             NGS
 NA2171
 NA2171                          STATION DESCRIPTION
 NA2171
 NA2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2171'STATION IS LOCATED IN MASONVILLE TOWNSHIP, ON THE TOP OF A HILL
 NA2171'ABOUT 8-1/2 MILES NORTH OF DEPOSIT AND 1-1/4 MILES EAST OF THE
 NA2171'WEST BOUNDARY OF DELAWARE COUNTY.  IT IS ON THE NORTHEAST END
 NA2171'OF THE RIDGE IN A SMALL CLEARING SURROUNDED BY TREES ON WHICH
 NA2171'THERE ARE TRIANGULAR BLAZES.
 NA2171'THERE IS NO UNDERGROUND MARK.
 NA2171'
 NA2171'REFERENCE MARK NO. 1 IS NORTH OF THE STATION IN THE TOP OF A
 NA2171'ROCK OUTCROP ABOUT 5 BY 6 FEET AND 1-1/2 FEET HIGH.
 NA2171'
 NA2171'REFERENCE MARK NO. 2 IS EAST OF THE STATION IN A SMALLER ROCK
 NA2171'ABOUT THE SAME HEIGHT.
 NA2171'
 NA2171'STATION WILLIS (U.S.G.S.) CAN BE USED FOR AN AZIMUTH.
 NA2171'
 NA2171'TO REACH THE STATION FROM MASONVILLE GO SOUTH ON STATE HIGHWAY
 NA2171'8 TO A T-ROAD RIGHT AT TWO SMALL MAIL BOXES, TURN RIGHT AND GO
 NA2171'UPHILL 1.2 MILES TO THE TOP OF THE HILL.  FROM HERE PACK UP THE
 NA2171'WELL DEFINED TRAIL TO THE LEFT (SOUTHEAST), ABOUT 400 YARDS TO
 NA2171'THE HIGHEST POINT OF THE HILL AND THE STATION.
 NA2171'
 NA2171'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NA2171
 NA2171                          STATION RECOVERY (1976)
 NA2171
 NA2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 NA2171'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 NA2171'FOUND TO BE IN GOOD CONDITION.  THE DISTANCES TO REFERENCE
 NA2171'MARKS 1 AND 2 WERE 25.315 METERS OR 83.05 FEET, AND 23.500
 NA2171'METERS OR 77.10 FEET, WITH A DIFFERENCE OF 0.013 METER
 NA2171'LONGER NOTED AND VERIFIED TO REFERENCE MARK 1 AT THIS
 NA2171'TIME.  THIS STATION WAS USED AS A TRILATERATION STATION
 NA2171'AND WAS NOT OCCUPIED FOR HORIZONTAL DIRECTIONS AT THIS
 NA2171'TIME.
 NA2171'
 NA2171'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES NORTH OF
 NA2171'DEPOSIT, 1-1/2 MILES EAST OF THE WEST BOUNDARY OF DELAWARE
 NA2171'COUNTY, ON PROPERTY CONTROLLED BY THE NEW YORK STATE FOREST
 NA2171'SERVICE, PHONE, 607-652-7364.
 NA2171'
 NA2171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 NA2171'206 IN THE SMALL TOWN OF MASONVILLE, GO SOUTH ON HIGHWAY 8 FOR
 NA2171'4.4 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 NA2171'WESTERLY ON THE GRAVEL ROAD FOR 2.2 MILES TO A WOODS ROAD
 NA2171'ON THE LEFT AND A CLEARED AREA AND WOODS ROAD ON THE RIGHT.
 NA2171'TURN LEFT AND FOLLOW THE WOODS ROAD SOUTHEASTERLY FOR ABOUT
 NA2171'0.25 MILES TO THE TOP OF THE HILL AND THE STATION.
 NA2171'
 NA2171'THE STATION MARK, STAMPED---ARCTIC 1940---, IS A STANDARD DISK
 NA2171'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NA2171'IS FLUSH WITH THE GROUND.
 NA2171'
 NA2171'REFERENCE MARK 1, STAMPED---ARCTIC NO 1 1940---, IS A STANDARD
 NA2171'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT THE
 NA2171'SAME ELEVATION AS THE STATION.
 NA2171'
 NA2171'REFERENCE MARK 2, STAMPED---ARCTIC NO 2 1940---, IS A STANDARD
 NA2171'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT THE
 NA2171'SAME ELEVATION AS THE STATION.
 NA2171'
 NA2171'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 NA2171'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 NA2171'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.2 METERS.
 NA2171'
 NA2171'A FOUR-WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST 0.25 MILE TO
 NA2171'REACH THE STATION
 NA2171'
 NA2171'DESCRIBED BY C.L. CROW
 NA2171
 NA2171                          STATION RECOVERY (1976)
 NA2171
 NA2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2171'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2171'CONDITION.  VIEW FROM STATION IS COMPLETELY BLOCKED BY TREES ALL
 NA2171'AROUND.  STATION WILLIS (USGS) WAS USED AS THE AZIMUTH MARK IN
 NA2171'1940, HOWEVER IT IS NO LONGER VISIBLE FROM THE GROUND.
 NA2171'
 NA2171'STATION IS LOCATED ON A TIMBERED HILL, IN A SMALL CLEARING.  THE
 NA2171'STATION MARK IS A STANDARD DISK STAMPED ARCTIC 1940, SET IN
 NA2171'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6
 NA2171'INCHES FROM GROUND.  IT IS 23 FEET NORTH OF A 18-INCH OAK TREE.
 NA2171'
 NA2171'RM NO. 1 IS A STANDARD DISK STAMPED ARCTIC NO 1 1940, CEMENTED
 NA2171'IN A DRILL HOLE IN A LARGE BEDROCK OUTCROP.  IT IS 25 FEET
 NA2171'SOUTHEAST OF A 24-INCH OAK TREE AND 11 FEET SOUTHWEST OF A
 NA2171'15-INCH OAK.
 NA2171'
 NA2171'RM NO. 2 IS A STANDARD DISK STAMPED ARCTIC NO 2 1940, CEMENTED
 NA2171'IN A DRILL HOLE IN A BEDROCK OUTCROP, IT IS 13 FEET
 NA2171'EAST-SOUTHEAST OF A 24-INCH OAK TREE AND 20 FEET SOUTH-SOUTHWEST
 NA2171'OF A 18-INCH OAK.
 NA2171'
 NA2171'TO REACH STATION FROM MASONVILLE, GO SOUTH ON NY RTE. 8 FOR
 NA2171'4.3 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON
 NA2171'SHEARS ROAD UPHILL FOR 1.2 MILES TO TOP OF HILL.  FROM HERE WALK
 NA2171'UP THE WELL-DEFINED TRAIL TO LEFT, SOUTHEAST, FOR ABOUT 400
 NA2171'YARDS TO THE HIGHEST POINT AND STATION.
 NA2171'
 NA2171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2171'4 MILES SSW OF MASONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4174 ***********************************************************************
 LX4174  DESIGNATION -  ARDSLEY
 LX4174  PID         -  LX4174
 LX4174  STATE/COUNTY-  NY/WESTCHESTER
 LX4174  USGS QUAD   -  NYACK (1979)
 LX4174
 LX4174                         *CURRENT SURVEY CONTROL
 LX4174  ___________________________________________________________________
 LX4174* NAD 83(1996)-  41 01 35.39624(N)    073 52 36.62540(W)     ADJUSTED  
 LX4174* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4174  ___________________________________________________________________
 LX4174  LAPLACE CORR-           8.04  (seconds)                    DEFLEC99
 LX4174  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 LX4174
 LX4174  HORZ ORDER  -  THIRD
 LX4174
 LX4174.The horizontal coordinates were established by classical geodetic methods
 LX4174.and adjusted by the National Geodetic Survey in January 1999..
 LX4174
 LX4174.The orthometric height was scaled from a topographic map.
 LX4174
 LX4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4174
 LX4174.The geoid height was determined by GEOID03.
 LX4174
 LX4174;                    North         East     Units Scale Factor Converg.
 LX4174;SPC NY E     -   243,677.154   202,403.550   MT  0.99993379   +0 24 32.6
 LX4174;SPC NY E     -   799,464.13    664,052.31   sFT  0.99993379   +0 24 32.6
 LX4174;SPC CT       -   174,470.591   210,032.261   MT  1.00002206   -0 44 49.8
 LX4174;SPC CT       -   572,408.93    689,080.84   sFT  1.00002206   -0 44 49.8
 LX4174;UTM  18      - 4,542,306.234   594,422.450   MT  0.99970973   +0 44 14.3
 LX4174
 LX4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4174!SPC NY E     -   1.00000478  x   0.99993379  =   0.99993857
 LX4174!SPC CT       -   1.00000478  x   1.00002206  =   1.00002684
 LX4174!UTM  18      -   1.00000478  x   0.99970973  =   0.99971451
 LX4174
 LX4174:                Primary Azimuth Mark                     Grid Az
 LX4174:SPC NY E     -  SOCONY                                   238 24 17.1
 LX4174:SPC CT       -  SOCONY                                   239 33 39.5
 LX4174:UTM  18      -  SOCONY                                   238 04 35.4
 LX4174
 LX4174|---------------------------------------------------------------------|
 LX4174| PID    Reference Object                     Distance      Geod. Az  |
 LX4174|                                                           dddmmss.s |
 LX4174| LX4179 SOCONY                              APPROX. 1.9 KM 2384849.7 |
 LX4174|---------------------------------------------------------------------|
 LX4174
 LX4174                          SUPERSEDED SURVEY CONTROL
 LX4174
 LX4174  NAD 83(1996)-  41 01 35.39665(N)    073 52 36.62623(W) AD(       ) 3
 LX4174  NAD 83(1992)-  41 01 35.39492(N)    073 52 36.62696(W) AD(       ) 3
 LX4174  NAD 83(1986)-  41 01 35.39778(N)    073 52 36.62464(W) AD(       ) 3
 LX4174  NAD 27      -  41 01 35.04800(N)    073 52 38.13900(W) AD(       ) 3
 LX4174
 LX4174.Superseded values are not recommended for survey control.
 LX4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4174.See file dsdata.txt to determine how the superseded data were derived.
 LX4174
 LX4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9442242306(NAD 83)
 LX4174_MARKER: Z = SEE DESCRIPTION
 LX4174_SETTING: 0 = UNSPECIFIED SETTING
 LX4174
 LX4174  HISTORY     - Date     Condition        Report By
 LX4174  HISTORY     - 1930     MONUMENTED       CGS
 LX4174  HISTORY     - 1957     SEE DESCRIPTION  USGS
 LX4174
 LX4174                          STATION DESCRIPTION
 LX4174
 LX4174'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 LX4174'STATION IS ON THE E SIDE OF THE RIVER.  IT IS ABOUT 100 METERS S
 LX4174'OF ARDSLEY RAILWAY STATION.  IT IS SET IN A CONCRETE BLOCK OF
 LX4174'THE WIRE SUPPORT FOR A STEEL POLE WHICH HOLDS CABLE ACROSS
 LX4174'TRACKS.  THIS POLE STANDS 18 INCHES FROM EDGE OF CONCRETE WALLS.
 LX4174'IT IS 16 METERS S OF CONCRETE RAILWAY SHED.  STATION IS A
 LX4174'STANDARD DISK SET FLUSH IN TOP FACE OF CONCRETE BLOCK 2X2 FEET
 LX4174'ON TOP NEAR SW CORNER.  STAMPED ARDSLEY 1930.  STATION IS 13
 LX4174'METERS N OF TRANSMISSION TOWER NO.565.
 LX4174'
 LX4174'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4174
 LX4174                          STATION RECOVERY (1957)
 LX4174
 LX4174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LX4174'CONCRETE BLOCK WAS FOUND WASHED AWAY AND LYING IN WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4105 ***********************************************************************
 LX4105  DESIGNATION -  ARDSLEY MUNICIPAL STANDPIPE
 LX4105  PID         -  LX4105
 LX4105  STATE/COUNTY-  NY/WESTCHESTER
 LX4105  USGS QUAD   -  WHITE PLAINS (1967)
 LX4105
 LX4105                         *CURRENT SURVEY CONTROL
 LX4105  ___________________________________________________________________
 LX4105* NAD 83(1996)-  41 01 15.32519(N)    073 50 03.96491(W)     ADJUSTED  
 LX4105* NAVD 88     -                                                        
 LX4105  ___________________________________________________________________
 LX4105  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 LX4105  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LX4105
 LX4105  HORZ ORDER  -  THIRD
 LX4105
 LX4105.The horizontal coordinates were established by classical geodetic methods
 LX4105.and adjusted by the National Geodetic Survey in January 1999..
 LX4105
 LX4105
 LX4105.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4105
 LX4105.The geoid height was determined by GEOID03.
 LX4105
 LX4105;                    North         East     Units Scale Factor Converg.
 LX4105;SPC NY E     -   243,084.375   205,974.327   MT  0.99993855   +0 26 12.6
 LX4105;SPC NY E     -   797,519.32    675,767.44   sFT  0.99993855   +0 26 12.6
 LX4105;UTM  18      - 4,541,734.049   597,995.771   MT  0.99971819   +0 45 54.2
 LX4105
 LX4105                          SUPERSEDED SURVEY CONTROL
 LX4105
 LX4105  NAD 83(1996)-  41 01 15.32563(N)    073 50 03.96572(W) AD(       ) 4
 LX4105  NAD 83(1992)-  41 01 15.32418(N)    073 50 03.96642(W) AD(       ) 4
 LX4105  NAD 83(1986)-  41 01 15.32727(N)    073 50 03.96499(W) AD(       ) 4
 LX4105  NAD 27      -  41 01 14.97721(N)    073 50 05.47978(W) AD(       ) 3
 LX4105
 LX4105.Superseded values are not recommended for survey control.
 LX4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4105.See file dsdata.txt to determine how the superseded data were derived.
 LX4105
 LX4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9799641734(NAD 83)
 LX4105
 LX4105  HISTORY     - Date     Condition        Report By
 LX4105  HISTORY     - 1975     MONUMENTED       NGS
 LX4105
 LX4105                          STATION DESCRIPTION
 LX4105
 LX4105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4105'THE STATION IS LOCATED ABOUT 200 YARDS SOUTHWEST OF THE ARDSLEY
 LX4105'HIGH SCHOOL, JUST EAST-NORTHEAST OF THE INTERSECTION OF OAKHILL
 LX4105'ROAD AND OVERLOOK ROAD IN THE NORTHERN EDGE OF ARDSLEY.  IT IS A
 LX4105'STEEL STRUCTURE PAINTED GREY AND THE OVERALL HEIGHT IS 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1806 ***********************************************************************
 OE1806  DESIGNATION -  ARIETTA
 OE1806  PID         -  OE1806
 OE1806  STATE/COUNTY-  NY/HAMILTON
 OE1806  USGS QUAD   -  CANADA LAKE (1945)
 OE1806
 OE1806                         *CURRENT SURVEY CONTROL
 OE1806  ___________________________________________________________________
 OE1806* NAD 83(1996)-  43 14 59.97860(N)    074 31 02.26747(W)     ADJUSTED  
 OE1806* NAVD 88     -       515.9    (meters)    1693.     (feet)  VERTCON   
 OE1806  ___________________________________________________________________
 OE1806  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 OE1806  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OE1806
 OE1806  HORZ ORDER  -  FIRST
 OE1806
 OE1806.The horizontal coordinates were established by classical geodetic methods
 OE1806.and adjusted by the National Geodetic Survey in January 1999..
 OE1806
 OE1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1806
 OE1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1806
 OE1806.The geoid height was determined by GEOID03.
 OE1806
 OE1806;                    North         East     Units Scale Factor Converg.
 OE1806;SPC NY E     -   490,442.443   148,595.497   MT  0.99990002   -0 00 42.7
 OE1806;SPC NY E     - 1,609,059.92    487,517.06   sFT  0.99990002   -0 00 42.7
 OE1806;UTM  18      - 4,788,689.917   539,184.510   MT  0.99961889   +0 19 50.7
 OE1806
 OE1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1806!SPC NY E     -   0.99992379  x   0.99990002  =   0.99982382
 OE1806!UTM  18      -   0.99992379  x   0.99961889  =   0.99954271
 OE1806
 OE1806|---------------------------------------------------------------------|
 OE1806| PID    Reference Object                     Distance      Geod. Az  |
 OE1806|                                                           dddmmss.s |
 OE1806| OE1805 ARIETTA RM 2                         10.933 METERS 16938     |
 OE1806| OE1808 ARIETTA AZ MK A PT                  422.700 METERS 1832611.4 |
 OE1806| OE1809 ARIETTA AZ MK                       428.996 METERS 1840921.7 |
 OE1806| CZ7422 ARIETTA RM 1                          9.982 METERS 35041     |
 OE1806|---------------------------------------------------------------------|
 OE1806
 OE1806                          SUPERSEDED SURVEY CONTROL
 OE1806
 OE1806  NAD 83(1986)-  43 14 59.98235(N)    074 31 02.26791(W) AD(       ) 1
 OE1806  NAD 27      -  43 14 59.73098(N)    074 31 03.75287(W) AD(       ) 1
 OE1806  NGVD 29 (07/19/86)  516.0    (m)         1693.     (f) VERT ANG       
 OE1806
 OE1806.Superseded values are not recommended for survey control.
 OE1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1806.See file dsdata.txt to determine how the superseded data were derived.
 OE1806
 OE1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN3918588690(NAD 83)
 OE1806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1806_SETTING: 80 = SET IN A BOULDER
 OE1806_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OE1806
 OE1806  HISTORY     - Date     Condition        Report By
 OE1806  HISTORY     - 1976     MONUMENTED       NGS
 OE1806
 OE1806                          STATION DESCRIPTION
 OE1806
 OE1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1806'STATION IS LOCATED IN THE VILLAGE OF ARIETTA AND IS ON STATE
 OE1806'HIGHWAY RIGHT-OF-WAY.
 OE1806'
 OE1806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29A AND
 OE1806'10, ABOUT 15 MILES NORTHWEST OF GLOVERSVILLE, GO NORTHERLY ON
 OE1806'STATE HIGHWAY 10 FOR 3.1 MILES TO THE COUNTY LINE AT THE WEST
 OE1806'EDGE OF STONER LAKE. CONTINUE NORTHERLY ON HIGHWAY 10 FOR 1.2
 OE1806'MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTHERLY ON
 OE1806'STATE 10 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 OE1806'
 OE1806'STATION MARK, STAMPED---ARIETTA 1976---, IS SET IN A DRILL HOLE
 OE1806'IN A BOULDER THAT PROJECTS 6 FEET ABOVE THE GROUND SURFACE. IT
 OE1806'IS 63 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 10 AND 32 FEET
 OE1806'NORTH OF A METAL WITNESS POST.
 OE1806'
 OE1806'REFERENCE MARK 1, STAMPED---ARIETTA NO 1 1976---, IS SET IN A
 OE1806'CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER AND FLUSH
 OE1806'WITH THE GROUND SURFACE. IT IS 61 FEET SOUTHEAST OF THE CENTER
 OE1806'OF HIGHWAY 10 AND 10.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 OE1806'OF A CABIN.
 OE1806'
 OE1806'REFERENCE MARK 2, STAMPED---ARIETTA NO 2 1976---, IS SET IN A
 OE1806'CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER AND FLUSH
 OE1806'WITH THE GROUND SURFACE. IT IS 63.5 FEET SOUTHEAST OF THE CENTER
 OE1806'OF HIGHWAY 10, 6 FEET SOUTHWEST OF A METAL WITNESS POST AND 6
 OE1806'FEET LOWER THAN THE STATION.
 OE1806'
 OE1806'AZIMUTH MARK, STAMPED---ARIETTA 1976---, IS A STANDARD DISK
 OE1806'CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK THAT
 OE1806'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 70 FEET WEST
 OE1806'OF THE CENTER OF HIGHWAY 10 AND 22.5 FEET WEST OF A METAL
 OE1806'WITNESS POST.
 OE1806'
 OE1806'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.5 METERS.
 OE1806'STATION AND REFERENCE MARKS ARE STANDARD DISKS.
 OE1806'
 OE1806'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7897 ***********************************************************************
 AA7897  CBN         -  This is a Cooperative Base Network Control Station.
 AA7897  DESIGNATION -  ARIETTA
 AA7897  PID         -  AA7897
 AA7897  STATE/COUNTY-  NY/HAMILTON
 AA7897  USGS QUAD   -  LASSELLSVILLE (1945)
 AA7897
 AA7897                         *CURRENT SURVEY CONTROL
 AA7897  ___________________________________________________________________
 AA7897* NAD 83(1996)-  43 19 05.74160(N)    074 32 36.29730(W)     ADJUSTED  
 AA7897* NAVD 88     -       515.9    (meters)    1693.     (feet)  GPS OBS   
 AA7897  ___________________________________________________________________
 AA7897  X           -   1,238,762.081 (meters)                     COMP
 AA7897  Y           -  -4,480,011.441 (meters)                     COMP
 AA7897  Z           -   4,353,627.060 (meters)                     COMP
 AA7897  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 AA7897  ELLIP HEIGHT-         486.18  (meters)          (09/18/02) GPS OBS
 AA7897  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AA7897
 AA7897  HORZ ORDER  -  B
 AA7897  ELLP ORDER  -  FOURTH    CLASS II
 AA7897
 AA7897.The horizontal coordinates were established by GPS observations
 AA7897.and adjusted by the National Geodetic Survey in July 1997..
 AA7897
 AA7897.The orthometric height was determined by GPS observations and a
 AA7897.high-resolution geoid model.
 AA7897
 AA7897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7897
 AA7897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7897
 AA7897.The ellipsoidal height was determined by GPS observations
 AA7897.and is referenced to NAD 83.
 AA7897
 AA7897.The geoid height was determined by GEOID03.
 AA7897
 AA7897;                    North         East     Units Scale Factor Converg.
 AA7897;SPC NY E     -   498,026.856   146,478.503   MT  0.99990015   -0 01 47.2
 AA7897;SPC NY E     - 1,633,943.11    480,571.56   sFT  0.99990015   -0 01 47.2
 AA7897;UTM  18      - 4,796,259.391   537,022.785   MT  0.99961686   +0 18 47.7
 AA7897
 AA7897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7897!SPC NY E     -   0.99992376  x   0.99990015  =   0.99982392
 AA7897!UTM  18      -   0.99992376  x   0.99961686  =   0.99954065
 AA7897
 AA7897                          SUPERSEDED SURVEY CONTROL
 AA7897
 AA7897  ELLIP H (07/24/97)  486.20   (m)                       GP(       ) 1 1
 AA7897  NAD 83(1992)-  43 19 05.74034(N)    074 32 36.29666(W) AD(       ) B
 AA7897  ELLIP H (08/31/95)  486.15   (m)                       GP(       ) 1 1
 AA7897
 AA7897.Superseded values are not recommended for survey control.
 AA7897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7897.See file dsdata.txt to determine how the superseded data were derived.
 AA7897
 AA7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN3702396259(NAD 83)
 AA7897_MARKER: DH = HORIZONTAL CONTROL DISK
 AA7897_SETTING: 66 = SET IN ROCK OUTCROP
 AA7897_STAMPING: ARIETTA CBN 1994
 AA7897_MARK LOGO: NYDT  
 AA7897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7897+STABILITY: POSITION/ELEVATION WELL
 AA7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7897+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AA7897
 AA7897  HISTORY     - Date     Condition        Report By
 AA7897  HISTORY     - 1994     MONUMENTED       NYDT
 AA7897  HISTORY     - 20010716 GOOD             NYDT
 AA7897
 AA7897                          STATION DESCRIPTION
 AA7897
 AA7897'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7897'THE STATION IS LOCATED ABOUT 20.3 KM (12.6 MI) NORTH OF THE VILLAGE OF
 AA7897'CAROGA LAKE, 9.2 KM (5.7 MI) SOUTH OF PISECO LAKE, ON THE HIGH POINT
 AA7897'OF A LONG ROCK HIGHWAY CUT IN THE TOWNSHIP OF ARIETTA.
 AA7897'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA7897' 
 AA7897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 10 ON
 AA7897'THE SOUTHEAST EDGE OF PISECO LAKE, GO SOUTH ON HIGHWAY 10 FOR 9.7 KM
 AA7897'(6.0 MI) TO MILE MARKER 10/2205/1087 JUST BEFORE THE STATION ON THE
 AA7897'RIGHT.
 AA7897' 
 AA7897'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE ROCK HIGHWAY
 AA7897'CUT.  IT IS 68.3 M (224.1 FT) SOUTHWEST FORM THE MILE MARKER, 41.6 M
 AA7897'(136.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT, 14.2 M
 AA7897'(46.6 FT) (SLOPE) NORTHWEST FROM THE CENTER OF THE HIGHWAY, 4.1 M
 AA7897'(13.5 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE ROCK CUT, AND 3 M
 AA7897'(9.8 FT) NORTHEAST FROM THE SOUTHWEST END OF THE ROCK CUT.
 AA7897
 AA7897                          STATION RECOVERY (2001)
 AA7897
 AA7897'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AA7897'RECOVERED AS DESCRIBED.
 AA7897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1809 ***********************************************************************
 OE1809  DESIGNATION -  ARIETTA AZ MK
 OE1809  PID         -  OE1809
 OE1809  STATE/COUNTY-  NY/HAMILTON
 OE1809  USGS QUAD   -  CANADA LAKE (1945)
 OE1809
 OE1809                         *CURRENT SURVEY CONTROL
 OE1809  ___________________________________________________________________
 OE1809* NAD 83(1996)-  43 14 46.11398(N)    074 31 03.64562(W)     ADJUSTED  
 OE1809* NAVD 88     -       516.2    (meters)    1694.     (feet)  VERTCON   
 OE1809  ___________________________________________________________________
 OE1809  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 OE1809  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OE1809
 OE1809  HORZ ORDER  -  SECOND
 OE1809
 OE1809.The horizontal coordinates were established by classical geodetic methods
 OE1809.and adjusted by the National Geodetic Survey in January 1999..
 OE1809
 OE1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1809
 OE1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1809
 OE1809.The geoid height was determined by GEOID03.
 OE1809
 OE1809;                    North         East     Units Scale Factor Converg.
 OE1809;SPC NY E     -   490,014.624   148,564.321   MT  0.99990003   -0 00 43.6
 OE1809;SPC NY E     - 1,607,656.31    487,414.78   sFT  0.99990003   -0 00 43.6
 OE1809;UTM  18      - 4,788,262.040   539,155.900   MT  0.99961886   +0 19 49.7
 OE1809
 OE1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1809!SPC NY E     -   0.99992374  x   0.99990003  =   0.99982378
 OE1809!UTM  18      -   0.99992374  x   0.99961886  =   0.99954263
 OE1809
 OE1809:                Primary Azimuth Mark                     Grid Az
 OE1809:SPC NY E     -  ARIETTA                                  004 10 04.4
 OE1809:UTM  18      -  ARIETTA                                  003 49 31.1
 OE1809
 OE1809|---------------------------------------------------------------------|
 OE1809| PID    Reference Object                     Distance      Geod. Az  |
 OE1809|                                                           dddmmss.s |
 OE1809| OE1806 ARIETTA                             428.996 METERS 0040920.8 |
 OE1809| OE1808 ARIETTA AZ MK A PT                    8.261 METERS 04408     |
 OE1809|---------------------------------------------------------------------|
 OE1809
 OE1809                          SUPERSEDED SURVEY CONTROL
 OE1809
 OE1809  NAD 83(1986)-  43 14 46.11778(N)    074 31 03.64600(W) AD(       ) 2
 OE1809  NAD 27      -  43 14 45.86627(N)    074 31 05.13113(W) AD(       ) 2
 OE1809  NGVD 29 (07/19/86)  516.3    (m)         1694.     (f) VERT ANG       
 OE1809
 OE1809.Superseded values are not recommended for survey control.
 OE1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1809.See file dsdata.txt to determine how the superseded data were derived.
 OE1809
 OE1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN3915688262(NAD 83)
 OE1809_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1809_SETTING: 66 = SET IN ROCK OUTCROP
 OE1809
 OE1809  HISTORY     - Date     Condition        Report By
 OE1809  HISTORY     - 1976     MONUMENTED       NGS
 OE1809
 OE1809                          STATION DESCRIPTION
 OE1809
 OE1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1809'THIS MARK SERVES AS THE AZIMUTH MARK FOR STATION ARIETTA.  A
 OE1809'TRAVERSE USING EDM EQUIPMENT WAS MADE FROM THAT STATION, SEE
 OE1809'DESCRIPTION THEREOF.
 OE1809'
 OE1809'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1805 ***********************************************************************
 OE1805  DESIGNATION -  ARIETTA RM 2
 OE1805  PID         -  OE1805
 OE1805  STATE/COUNTY-  NY/HAMILTON
 OE1805  USGS QUAD   -  CANADA LAKE (1945)
 OE1805
 OE1805                         *CURRENT SURVEY CONTROL
 OE1805  ___________________________________________________________________
 OE1805* NAD 83(1996)-  43 14 59.63012(N)    074 31 02.18020(W)     ADJUSTED  
 OE1805* NAVD 88     -       514.2    (meters)    1687.     (feet)  VERTCON   
 OE1805  ___________________________________________________________________
 OE1805  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 OE1805  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OE1805
 OE1805  HORZ ORDER  -  SECOND
 OE1805
 OE1805.The horizontal coordinates were established by classical geodetic methods
 OE1805.and adjusted by the National Geodetic Survey in January 1999..
 OE1805
 OE1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1805
 OE1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1805
 OE1805.The geoid height was determined by GEOID03.
 OE1805
 OE1805;                    North         East     Units Scale Factor Converg.
 OE1805;SPC NY E     -   490,431.690   148,597.463   MT  0.99990002   -0 00 42.6
 OE1805;SPC NY E     - 1,609,024.64    487,523.51   sFT  0.99990002   -0 00 42.6
 OE1805;UTM  18      - 4,788,679.179   539,186.540   MT  0.99961889   +0 19 50.7
 OE1805
 OE1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1805!SPC NY E     -   0.99992405  x   0.99990002  =   0.99982408
 OE1805!UTM  18      -   0.99992405  x   0.99961889  =   0.99954297
 OE1805
 OE1805:                Primary Azimuth Mark                     Grid Az
 OE1805:SPC NY E     -  TOMANY RM 3                              308 55 06.5
 OE1805:UTM  18      -  TOMANY RM 3                              308 34 33.2
 OE1805
 OE1805|---------------------------------------------------------------------|
 OE1805| PID    Reference Object                     Distance      Geod. Az  |
 OE1805|                                                           dddmmss.s |
 OE1805| OE1801 TOMANY RM 3                         APPROX. 5.9 KM 3085423.9 |
 OE1805| OE1806 ARIETTA                              10.933 METERS 34938     |
 OE1805|---------------------------------------------------------------------|
 OE1805
 OE1805                          SUPERSEDED SURVEY CONTROL
 OE1805
 OE1805  NAD 83(1986)-  43 14 59.63384(N)    074 31 02.18064(W) AD(       ) 2
 OE1805  NAD 27      -  43 14 59.38249(N)    074 31 03.66561(W) AD(       ) 2
 OE1805  NGVD 29 (07/19/86)  514.3    (m)         1687.     (f) VERT ANG       
 OE1805
 OE1805.Superseded values are not recommended for survey control.
 OE1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1805.See file dsdata.txt to determine how the superseded data were derived.
 OE1805
 OE1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN3918788679(NAD 83)
 OE1805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1805
 OE1805  HISTORY     - Date     Condition        Report By
 OE1805  HISTORY     - 1976     MONUMENTED       NGS
 OE1805
 OE1805                          STATION DESCRIPTION
 OE1805
 OE1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1805'THE STATION IS A REFERENCE MARK USED AS AN AUXILLIARY
 OE1805'POINT TO VERIFY THE POSITION OF STATION ARIETTA.  SEE
 OE1805'DESCRIPTION THEREOF.
 OE1805'
 OE1805'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2503 ***********************************************************************
 OF2503  DESIGNATION -  ARMER
 OF2503  PID         -  OF2503
 OF2503  STATE/COUNTY-  NY/MONROE
 OF2503  USGS QUAD   -  BROCKPORT (1978)
 OF2503
 OF2503                         *CURRENT SURVEY CONTROL
 OF2503  ___________________________________________________________________
 OF2503* NAD 83(1996)-  43 11 04.60599(N)    077 59 38.02209(W)     ADJUSTED  
 OF2503* NAVD 88     -       211.0    (meters)     692.     (feet)  VERTCON   
 OF2503  ___________________________________________________________________
 OF2503  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OF2503  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OF2503
 OF2503  HORZ ORDER  -  FIRST
 OF2503
 OF2503.The horizontal coordinates were established by classical geodetic methods
 OF2503.and adjusted by the National Geodetic Survey in January 1999..
 OF2503
 OF2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2503
 OF2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2503
 OF2503.The geoid height was determined by GEOID03.
 OF2503
 OF2503;                    North         East     Units Scale Factor Converg.
 OF2503;SPC NY W     -   353,846.895   397,916.284   MT  0.99996573   +0 24 12.2
 OF2503;SPC NY W     - 1,160,912.69  1,305,497.01   sFT  0.99996573   +0 24 12.2
 OF2503;UTM  18      - 4,785,668.328   256,697.232   MT  1.00032826   -2 02 59.6
 OF2503;UTM  17      - 4,785,703.918   744,295.084   MT  1.00033422   +2 03 29.7
 OF2503
 OF2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2503!SPC NY W     -   0.99997245  x   0.99996573  =   0.99993818
 OF2503!UTM  18      -   0.99997245  x   1.00032826  =   1.00030070
 OF2503!UTM  17      -   0.99997245  x   1.00033422  =   1.00030666
 OF2503
 OF2503:                Primary Azimuth Mark                     Grid Az
 OF2503:SPC NY W     -  ARMER AZIMUTH MARK 1969                  063 37 26.1
 OF2503:UTM  18      -  ARMER AZIMUTH MARK 1969                  066 04 37.9
 OF2503:UTM  17      -  ARMER AZIMUTH MARK 1969                  061 58 08.6
 OF2503
 OF2503|---------------------------------------------------------------------|
 OF2503| PID    Reference Object                     Distance      Geod. Az  |
 OF2503|                                                           dddmmss.s |
 OF2503| OF2489 ARMER AZIMUTH MARK 1969             APPROX. 0.6 KM 0640138.3 |
 OF2503| CZ9987 ARMER RM 2                           26.883 METERS 07156     |
 OF2503| CZ9986 ARMER RM 1                           37.298 METERS 32329     |
 OF2503|---------------------------------------------------------------------|
 OF2503
 OF2503                          SUPERSEDED SURVEY CONTROL
 OF2503
 OF2503  NAD 83(1986)-  43 11 04.61257(N)    077 59 38.02088(W) AD(       ) 1
 OF2503  NAD 27      -  43 11 04.39611(N)    077 59 38.96769(W) AD(       ) 1
 OF2503  NGVD 29 (07/19/86)  211.2    (m)          693.     (f) VERT ANG       
 OF2503
 OF2503.Superseded values are not recommended for survey control.
 OF2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2503.See file dsdata.txt to determine how the superseded data were derived.
 OF2503
 OF2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5669785668(NAD 83)
 OF2503_MARKER: DS = TRIANGULATION STATION DISK
 OF2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2503
 OF2503  HISTORY     - Date     Condition        Report By
 OF2503  HISTORY     - 1969     MONUMENTED       CGS
 OF2503  HISTORY     - 1977     GOOD             NY-055
 OF2503
 OF2503                          STATION DESCRIPTION
 OF2503
 OF2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2503'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF CHURCHVILLE,
 OF2503'3-1/2 MILES SOUTHWEST OF BROCKPORT, 2-1/2 MILES WEST-NORTHWEST
 OF2503'OF SWEEDEN CENTER, ON A SMALL PROMINENT GRASS COVERED KNOLL
 OF2503'AND ON PROPERTY OWNED BY MR. ALBERT ARMER.
 OF2503'
 OF2503'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18, 31 AND 31A
 OF2503'ABOUT 1.0 MILE SOUTH OF BROCKPORT, GO WEST ON 31A (FOURTH
 OF2503'SECTION ROAD) FOR 2.2 MILES TO WEST SWEEDEN ROAD ON THE LEFT.  TURN
 OF2503'LEFT AND GO SOUTH ON WEST SWEEDEN ROAD FOR 0.75 MILE TO THE AZ MK
 OF2503'ON LEFT AS DESCRIBED.  CONTINUE SOUTH ON WEST SWEEDEN ROAD FOR 0.2
 OF2503'MILE TO A FIELD ROAD ON RIGHT JUST BEFORE REACHING A BARN.  TURN
 OF2503'RIGHT AND GO WEST ON THE FIELD ROAD FOR 0.3 MILE TO A SMALL
 OF2503'GRASSY KNOLL AND STATION ON SUMMIT AS DESCRIBED.
 OF2503'
 OF2503'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF2503'
 OF2503'STATION MARK, STAMPED ARMER 1969 IS SET FLUSH WITH THE
 OF2503'GROUND SURFACE.  IT IS 125 FEET SOUTHEAST OF A METAL WITNESS
 OF2503'POST, 105 FEET SOUTH OF AN OLD ROCK FENCE LINE AND 90 FEET
 OF2503'SOUTHWEST OF A METAL WITNESS POST.
 OF2503'
 OF2503'RM 1, STAMPED ARMER NO 1 1969 PROJECTS 2 INCHES ABOVE THE
 OF2503'GROUND SURFACE.  IT IS 8 FEET SOUTH OF THE OLD ROCK FENCE LINE
 OF2503'AND 4 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 OF2503'
 OF2503'RM 2, STAMPED ARMER NO 2 1969 IS SET FLUSH WITH THE GROUND
 OF2503'SURFACE.  IT IS 80 FEET SOUTH OF THE OLD ROCK FENCE LINE AND 2 FEET
 OF2503'NORTHWEST OF A METAL WITNESS POST.
 OF2503'
 OF2503'AZ MK, STAMPED ARMER 1969 IS SET 2 INCHES BELOW THE GROUND
 OF2503'SURFACE.  IT IS 172 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OF2503'WHITE HOUSE, 28 FEET EAST OF CENTER OF WEST SWEEDEN ROAD, 4.5 FEET
 OF2503'NORTHWEST OF POWER POLE 152-1/2 AND 3.5 FEET NORTHWEST OF
 OF2503'A METAL WITNESS POST.
 OF2503'
 OF2503'NOTICE--NO MEASUREMENT BETWEEN RMS DUE TO A LARGE DIFFERENCE
 OF2503'IN ELEVATION.
 OF2503'
 OF2503'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF2503
 OF2503                          STATION RECOVERY (1977)
 OF2503
 OF2503'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2503'ARMER RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2489 ***********************************************************************
 OF2489  DESIGNATION -  ARMER AZIMUTH MARK 1969
 OF2489  PID         -  OF2489
 OF2489  STATE/COUNTY-  NY/MONROE
 OF2489  USGS QUAD   -  BROCKPORT (1978)
 OF2489
 OF2489                         *CURRENT SURVEY CONTROL
 OF2489  ___________________________________________________________________
 OF2489* NAD 83(1996)-  43 11 13.35211(N)    077 59 13.48398(W)     ADJUSTED  
 OF2489* NAVD 88     -       206.95   (+/-2cm)     679.0    (feet)  VERTCON   
 OF2489  ___________________________________________________________________
 OF2489  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OF2489  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OF2489
 OF2489  HORZ ORDER  -  SECOND
 OF2489  VERT ORDER  -  THIRD ? (See Below)
 OF2489
 OF2489.The horizontal coordinates were established by classical geodetic methods
 OF2489.and adjusted by the National Geodetic Survey in January 1999..
 OF2489
 OF2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2489.The vertical order pertains to the NGVD 29 superseded value.
 OF2489
 OF2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2489
 OF2489.The geoid height was determined by GEOID03.
 OF2489
 OF2489;                    North         East     Units Scale Factor Converg.
 OF2489;SPC NY W     -   354,120.709   398,468.457   MT  0.99996639   +0 24 29.1
 OF2489;SPC NY W     - 1,161,811.03  1,307,308.60   sFT  0.99996639   +0 24 29.1
 OF2489;UTM  18      - 4,785,918.345   257,260.823   MT  1.00032489   -2 02 43.1
 OF2489;UTM  17      - 4,785,993.671   744,839.320   MT  1.00033749   +2 03 46.8
 OF2489
 OF2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2489!SPC NY W     -   0.99997309  x   0.99996639  =   0.99993948
 OF2489!UTM  18      -   0.99997309  x   1.00032489  =   1.00029797
 OF2489!UTM  17      -   0.99997309  x   1.00033749  =   1.00031057
 OF2489
 OF2489:                Primary Azimuth Mark                     Grid Az
 OF2489:SPC NY W     -  766 MCGS 1969                            181 10 24.3
 OF2489:UTM  18      -  766 MCGS 1969                            183 37 36.5
 OF2489:UTM  17      -  766 MCGS 1969                            179 31 06.6
 OF2489
 OF2489|---------------------------------------------------------------------|
 OF2489| PID    Reference Object                     Distance      Geod. Az  |
 OF2489|                                                           dddmmss.s |
 OF2489| OF2499 766 MCGS 1969                       APPROX. 0.6 KM 1813453.4 |
 OF2489| OF2488 767 MCGS 1969                       155.440 METERS 35933     |
 OF2489|---------------------------------------------------------------------|
 OF2489
 OF2489                          SUPERSEDED SURVEY CONTROL
 OF2489
 OF2489  NAD 83(1986)-  43 11 13.35871(N)    077 59 13.48278(W) AD(       ) 2
 OF2489  NAD 27      -  43 11 13.14219(N)    077 59 14.43035(W) AD(       ) 2
 OF2489  NGVD 29 (07/19/86)  207.12   (m)          679.5    (f) LEVELING    3  
 OF2489
 OF2489.Superseded values are not recommended for survey control.
 OF2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2489.See file dsdata.txt to determine how the superseded data were derived.
 OF2489
 OF2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5726185918(NAD 83)
 OF2489_MARKER: DZ = AZIMUTH MARK DISK
 OF2489_SETTING: 0 = UNSPECIFIED SETTING
 OF2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2489
 OF2489  HISTORY     - Date     Condition        Report By
 OF2489  HISTORY     - 1969     MONUMENTED       CGS
 OF2489  HISTORY     - 1971     GOOD             NY-055
 OF2489  HISTORY     - 1977     GOOD             NY-055
 OF2489
 OF2489                          STATION DESCRIPTION
 OF2489
 OF2489'DESCRIBED BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF2489'NEW DESCRIPTION FOLLOWS.
 OF2489'
 OF2489'IN SWEDEN, ON THE E. SIDE OF W. SWEDEN RD., 0.75 MI. S. OF 4TH
 OF2489'SECTION RD. (RT 31D), 0.75 MI. N. OF WHITE ROAD.
 OF2489'
 OF2489'28.8 FT E. OF CENTERLINE OF W. SWEDEN RD.
 OF2489'
 OF2489'75.2 FT SE OF POLE, RTC N 8
 OF2489'
 OF2489'4.1 NW OF POLE, NM 152
 OF2489'
 OF2489'150.2 FT S. OF S. RANGELINE, AND
 OF2489'
 OF2489'172.0 FT SW OF SW CORNER OF HOUSE NO. 290
 OF2489'
 OF2489'3.5 FT W. OF U.S. WITNESS POST
 OF2489'
 OF2489'A U.S. COAST AND GEODETIC SURVEY STANDARD DISK IN CONCRETE 0.2
 OF2489'FT. BELOW GRADE.
 OF2489
 OF2489                          STATION RECOVERY (1977)
 OF2489
 OF2489'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2489'ARMER RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1791 ***********************************************************************
 OF1791  DESIGNATION -  ARMORY
 OF1791  PID         -  OF1791
 OF1791  STATE/COUNTY-  NY/MONROE
 OF1791  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1791
 OF1791                         *CURRENT SURVEY CONTROL
 OF1791  ___________________________________________________________________
 OF1791* NAD 83(1996)-  43 09 41.34830(N)    077 35 16.74203(W)     ADJUSTED  
 OF1791* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 OF1791  ___________________________________________________________________
 OF1791  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OF1791  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1791
 OF1791  HORZ ORDER  -  FIRST
 OF1791
 OF1791.The horizontal coordinates were established by classical geodetic methods
 OF1791.and adjusted by the National Geodetic Survey in January 1999..
 OF1791
 OF1791.The orthometric height was scaled from a topographic map.
 OF1791
 OF1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1791
 OF1791.The geoid height was determined by GEOID03.
 OF1791
 OF1791;                    North         East     Units Scale Factor Converg.
 OF1791;SPC NY W     -   351,590.019   430,944.094   MT  1.00001807   +0 40 51.3
 OF1791;SPC NY W     - 1,153,508.25  1,413,855.75   sFT  1.00001807   +0 40 51.3
 OF1791;UTM  18      - 4,781,999.283   289,606.256   MT  1.00014457   -1 46 15.5
 OF1791
 OF1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1791!SPC NY W     -   0.99998146  x   1.00001807  =   0.99999953
 OF1791!UTM  18      -   0.99998146  x   1.00014457  =   1.00012603
 OF1791
 OF1791:                Primary Azimuth Mark                     Grid Az
 OF1791:SPC NY W     -  JACKSON                                  014 08 53.3
 OF1791:UTM  18      -  JACKSON                                  016 36 00.1
 OF1791
 OF1791|---------------------------------------------------------------------|
 OF1791| PID    Reference Object                     Distance      Geod. Az  |
 OF1791|                                                           dddmmss.s |
 OF1791| OF1839 JACKSON                             APPROX. 2.7 KM 0144944.6 |
 OF1791| OF1540 WEBSTER MUNICIPAL STANDPIPE         APPROX.13.6 KM 0703243.6 |
 OF1791| CZ9989 ARMORY RM 2                           7.868 METERS 07230     |
 OF1791| OF1441 EAST ROCHESTER TANK                 APPROX. 9.7 KM 1212348.1 |
 OF1791| OF2379 SPENCERPORT MUN WATER TANK          APPROX.18.0 KM 2781846.3 |
 OF1791| OF2555 HILTON MUNICIPAL TANK 1939          APPROX.21.2 KM 3091748.4 |
 OF1791| OF1824 ROCHESTER POLISH CHURCH CROSS       APPROX. 2.9 KM 3413102.5 |
 OF1791| CZ9988 ARMORY RM 1                           7.852 METERS 34347     |
 OF1791|---------------------------------------------------------------------|
 OF1791
 OF1791                          SUPERSEDED SURVEY CONTROL
 OF1791
 OF1791  NAD 83(1986)-  43 09 41.35654(N)    077 35 16.74147(W) AD(       ) 1
 OF1791  NAD 27      -  43 09 41.13300(N)    077 35 17.74200(W) AD(       ) 1
 OF1791
 OF1791.Superseded values are not recommended for survey control.
 OF1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1791.See file dsdata.txt to determine how the superseded data were derived.
 OF1791
 OF1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8960681999(NAD 83)
 OF1791
 OF1791  HISTORY     - Date     Condition        Report By
 OF1791  HISTORY     - 1925     MONUMENTED       CGS
 OF1791  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1791
 OF1791                          STATION DESCRIPTION
 OF1791
 OF1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1791'IN ROCHESTER, ON THE SOUTHWEST CORNER OF THE ARMORY TOWER
 OF1791'ON MAIN STREET EAST, 0.51 METER SOUTHWEST OF THE RIGHT ANGLE
 OF1791'CORNER OF THE PARAPET WALL COPING AT THE SOUTHWEST CORNER OF THE
 OF1791'TOWER, 0.34 METER SOUTH OF THE NORTH EDGE OF THIS COPING, AND
 OF1791'0.39 METER WEST OF ITS EAST EDGE.
 OF1791'
 OF1791'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET AS
 OF1791'DESCRIBED IN NOTES E-2 AND G-1 RESPECTIVELY.
 OF1791'
 OF1791'REFERENCE MARK NO.1 IS ON THE NORTHWEST CORNER OF THE ARMORY
 OF1791'TOWER, NORTH OF THE STATION, 0.43 METER NORTHWEST OF THE RIGHT
 OF1791'ANGLE CORNER OF THE PARAPET WALL COPING AT THE NORTHWEST CORNER OF
 OF1791'THE TOWER, 0.31 METER WEST OF THE EAST EDGE OF THIS COPING, AND
 OF1791'0.30 METER NORTH OF ITS SOUTH EDGE.
 OF1791'
 OF1791'REFERENCE MARK NO.2 IS SITUATED ON THE SOUTHEAST CORNER
 OF1791'OF THE ARMORY TOWER, EAST OF THE STATION, 0.39 METER
 OF1791'SOUTHEAST OF THE RIGHT ANGLE CORNER OF THE PARAPET WALL COPING
 OF1791'AT THE SOUTHEAST CORNER OF THE TOWER, 0.29 METER SOUTH OF THE
 OF1791'NORTH EDGE OF THIS COPING, AND 0.25 METER EAST OF ITS WEST EDGE.
 OF1791'
 OF1791'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 OF1791
 OF1791                          STATION RECOVERY (1977)
 OF1791
 OF1791'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1791'NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3523 ***********************************************************************
 KU3523  DESIGNATION -  ARMORY 13TH REGIMENT 1903
 KU3523  PID         -  KU3523
 KU3523  STATE/COUNTY-  NY/KINGS
 KU3523  USGS QUAD   -  BROOKLYN (1979)
 KU3523
 KU3523                         *CURRENT SURVEY CONTROL
 KU3523  ___________________________________________________________________
 KU3523* NAD 83(1996)-  40 41 06.48062(N)    073 56 17.86428(W)     ADJUSTED  
 KU3523* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 KU3523  ___________________________________________________________________
 KU3523  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 KU3523  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU3523
 KU3523  HORZ ORDER  -  SECOND
 KU3523
 KU3523.The horizontal coordinates were established by classical geodetic methods
 KU3523.and adjusted by the National Geodetic Survey in January 1999..
 KU3523
 KU3523.The orthometric height was scaled from a topographic map.
 KU3523
 KU3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3523
 KU3523.The geoid height was determined by GEOID03.
 KU3523
 KU3523;                    North         East     Units Scale Factor Converg.
 KU3523;SPC NY L     -    57,575.331   305,216.130   MT  0.99999903   +0 02 25.3
 KU3523;SPC NY L     -   188,895.07  1,001,363.25   sFT  0.99999903   +0 02 25.3
 KU3523;SPC NY E     -   205,736.584   197,478.650   MT  0.99992774   +0 21 58.3
 KU3523;SPC NY E     -   674,987.44    647,894.54   sFT  0.99992774   +0 21 58.3
 KU3523;UTM  18      - 4,504,346.760   589,715.311   MT  0.99969907   +0 41 31.8
 KU3523
 KU3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3523!SPC NY L     -   1.00000221  x   0.99999903  =   1.00000124
 KU3523!SPC NY E     -   1.00000221  x   0.99992774  =   0.99992995
 KU3523!UTM  18      -   1.00000221  x   0.99969907  =   0.99970128
 KU3523
 KU3523:                Primary Azimuth Mark                     Grid Az
 KU3523:SPC NY L     -  EPPIG BREWERY 1903                       017 19 24.0
 KU3523:SPC NY E     -  EPPIG BREWERY 1903                       016 59 51.0
 KU3523:UTM  18      -  EPPIG BREWERY 1903                       016 40 17.5
 KU3523
 KU3523|---------------------------------------------------------------------|
 KU3523| PID    Reference Object                     Distance      Geod. Az  |
 KU3523|                                                           dddmmss.s |
 KU3523| KU3571 EPPIG BREWERY 1903                  APPROX. 1.8 KM 0172149.3 |
 KU3523|---------------------------------------------------------------------|
 KU3523
 KU3523                          SUPERSEDED SURVEY CONTROL
 KU3523
 KU3523  NAD 83(1996)-  40 41 06.48157(N)    073 56 17.86418(W) AD(       ) 2
 KU3523  NAD 83(1992)-  40 41 06.48122(N)    073 56 17.86440(W) AD(       ) 2
 KU3523  NAD 83(1986)-  40 41 06.48230(N)    073 56 17.86419(W) AD(       ) 2
 KU3523  NAD 27      -  40 41 06.11200(N)    073 56 19.36600(W) AD(       ) 2
 KU3523
 KU3523.Superseded values are not recommended for survey control.
 KU3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3523.See file dsdata.txt to determine how the superseded data were derived.
 KU3523
 KU3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8971504347(NAD 83)
 KU3523_MARKER: 62 = FLAGPOLE
 KU3523
 KU3523  HISTORY     - Date     Condition        Report By
 KU3523  HISTORY     - 1903     FIRST OBSERVED   CGS
 KU3523  HISTORY     - 1931     POOR             CGS
 KU3523
 KU3523                          STATION DESCRIPTION
 KU3523
 KU3523'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KU3523'STATION IS THE FLAGPOLE ON THE THIRTEENTH REGIMENT ARMORY, CORNER
 KU3523'OF PUTNAM AND SUMNER AVENUES.
 KU3523'
 KU3523'THE BUILDING IS OF BRICK WITH AN OCTAGONAL BRICK TOWER ON THE
 KU3523'WESTERN END.  THE POLE PROJECTS FROM THE MAIN BUILDING NEAR THE
 KU3523'OUTSIDE OF THIS TOWER.  THE TOWER CONTAINS 4 BRICK COLUMNS,
 KU3523'ABOUT 10 FEET HIGH, SURMOUNTED BY A BLUE STONE CAP WHICH IS
 KU3523'DEPRESSED ABOUT 1 FOOT.  FOR THIS REASON IT WAS NECESSARY TO
 KU3523'ESTABLISH 2 ECCENTRIC STATIONS TO OBTAIN OBSERVATIONS ON ALL
 KU3523'THE STATIONS.
 KU3523'
 KU3523'STATION IS REACHED BY LEXINGTON AVENUE ELEVATED TO SUMNER AVENUE
 KU3523'STATION, THENCE WALK THROUGH SUMNER AVENUE TO PUTNAM AVENUE.
 KU3523
 KU3523                          STATION RECOVERY (1931)
 KU3523
 KU3523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3523'RECOVERED IN POOR CONDITION FROM THE ORIGINAL DESCRIPTION.  THE
 KU3523'FLAGPOLE ORIGINALLY MARKING THE STATION HAS BEEN REMOVED, BUT
 KU3523'ITS STEEL COLLAR AND SUPPORTING BRACKETS REMAIN IN PLACE.
 KU3523'
 KU3523'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS IN THE BEDFORD
 KU3523'SECTION OF BROOKLYN ON THE CORNER OF PUTNAM AND SUMNER AVENUE ATOP
 KU3523'THE 13TH REGIMENT ARMORY.  AT THE W END OF THIS BRICK BUILDING
 KU3523'IS AN OCTAGONAL BRICK TOWER.
 KU3523'
 KU3523'THE STATION IS NEAR THE OUTSIDE EDGE AND AT THE SW SIDE OF
 KU3523'THIS TOWER ON THE MAIN BUILDING ROOF.
 KU3523'
 KU3523'STATION IS NOW MARKED BY THE CENTER OF THE STEEL COLLAR (IN
 KU3523'WHICH THE FLAGPOLE WAS ORIGINALLY STEPPED) WHICH IS RIGIDLY HELD
 KU3523'IN PLACE BY ITS SUPPORTING STEEL BRACKETS.  THIS POINT SHOULD
 KU3523'NOT BE CONFUSED WITH AN EXISTING FLAGPOLE NEARBY.  NO REFERENCE
 KU3523'MARKS WERE PLACED (NOW OR ORIGINALLY), NOR ANY REFERENCE
 KU3523'MEASUREMENTS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3526 ***********************************************************************
 KU3526  DESIGNATION -  ARMORY 14TH REGIMENT 1903
 KU3526  PID         -  KU3526
 KU3526  STATE/COUNTY-  NY/KINGS
 KU3526  USGS QUAD   -  BROOKLYN (1979)
 KU3526
 KU3526                         *CURRENT SURVEY CONTROL
 KU3526  ___________________________________________________________________
 KU3526* NAD 83(1996)-  40 39 44.90603(N)    073 58 56.12761(W)     ADJUSTED  
 KU3526* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 KU3526  ___________________________________________________________________
 KU3526  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KU3526  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KU3526
 KU3526  HORZ ORDER  -  SECOND
 KU3526
 KU3526.The horizontal coordinates were established by classical geodetic methods
 KU3526.and adjusted by the National Geodetic Survey in January 1999..
 KU3526
 KU3526.The orthometric height was scaled from a topographic map.
 KU3526
 KU3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3526
 KU3526.The geoid height was determined by GEOID03.
 KU3526
 KU3526;                    North         East     Units Scale Factor Converg.
 KU3526;SPC NY L     -    55,057.352   301,500.344   MT  1.00000024   +0 00 41.8
 KU3526;SPC NY L     -   180,634.00    989,172.38   sFT  1.00000024   +0 00 41.8
 KU3526;SPC NY E     -   203,197.705   193,777.515   MT  0.99992358   +0 20 14.5
 KU3526;SPC NY E     -   666,657.80    635,751.73   sFT  0.99992358   +0 20 14.5
 KU3526;SPC NJ       -   203,197.705   193,777.515   MT  0.99992358   +0 20 14.5
 KU3526;SPC NJ       -   666,657.80    635,751.73   sFT  0.99992358   +0 20 14.5
 KU3526;UTM  18      - 4,501,787.460   586,029.528   MT  0.99969110   +0 39 47.5
 KU3526
 KU3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3526!SPC NY L     -   0.99999768  x   1.00000024  =   0.99999792
 KU3526!SPC NY E     -   0.99999768  x   0.99992358  =   0.99992126
 KU3526!SPC NJ       -   0.99999768  x   0.99992358  =   0.99992126
 KU3526!UTM  18      -   0.99999768  x   0.99969110  =   0.99968878
 KU3526
 KU3526:                Primary Azimuth Mark                     Grid Az
 KU3526:SPC NY L     -  PROSPECT WATER TOWER 1903                048 46 12.0
 KU3526:SPC NY E     -  PROSPECT WATER TOWER 1903                048 26 39.3
 KU3526:SPC NJ       -  PROSPECT WATER TOWER 1903                048 26 39.3
 KU3526:UTM  18      -  PROSPECT WATER TOWER 1903                048 07 06.3
 KU3526
 KU3526|---------------------------------------------------------------------|
 KU3526| PID    Reference Object                     Distance      Geod. Az  |
 KU3526|                                                           dddmmss.s |
 KU3526| KU3532 PROSPECT WATER TOWER 1903           APPROX. 1.7 KM 0484653.8 |
 KU3526|---------------------------------------------------------------------|
 KU3526
 KU3526                          SUPERSEDED SURVEY CONTROL
 KU3526
 KU3526  NAD 83(1996)-  40 39 44.90663(N)    073 58 56.12731(W) AD(       ) 2
 KU3526  NAD 83(1992)-  40 39 44.90634(N)    073 58 56.12739(W) AD(       ) 2
 KU3526  NAD 83(1986)-  40 39 44.90715(N)    073 58 56.12758(W) AD(       ) 2
 KU3526  NAD 27      -  40 39 44.53400(N)    073 58 57.62700(W) AD(       ) 2
 KU3526
 KU3526.Superseded values are not recommended for survey control.
 KU3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3526.See file dsdata.txt to determine how the superseded data were derived.
 KU3526
 KU3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8603001787(NAD 83)
 KU3526_MARKER: 62 = FLAGPOLE
 KU3526
 KU3526  HISTORY     - Date     Condition        Report By
 KU3526  HISTORY     - 1903     FIRST OBSERVED   CGS
 KU3526  HISTORY     - 1931     GOOD             CGS
 KU3526
 KU3526                          STATION DESCRIPTION
 KU3526
 KU3526'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KU3526'STATION IS THE FLAGPOLE ON THE SE CORNER OF THE FOURTEENTH REGIMENT
 KU3526'ARMORY, CORNER EIGHTH AVENUE AND FOURTEENTH STREET, BOROUGH OF
 KU3526'BROOKLYN, NEW YORK CITY.
 KU3526'
 KU3526'THE BUILDING IS OF BRICK.  THE POLE PROJECTS FROM THE SIDE OF A
 KU3526'SQUARE TOWER, CIRCULAR AT THE TOP AND ORNAMENTED BY STONE-CAPPED
 KU3526'PARAPET 4 FEET HIGH.  THE FLOOR IS OF STONE AND HAS A LARGE
 KU3526'TRIANGULAR OPENING.
 KU3526'
 KU3526'THE ECCENTRIC STATION WAS ESTABLISHED BY DRILLING A SMALL HOLE
 KU3526'IN THE STONE FLOOR AND CUTTING A TRIANGLE AROUND IT.
 KU3526'
 KU3526'REACHED BY SMITH STREET TROLLEY TO EIGHTH AVENUE.  WALK W TO
 KU3526'FOURTEENTH STREET.
 KU3526
 KU3526                          STATION RECOVERY (1931)
 KU3526
 KU3526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3526'RECOVERED IN FAIR CONDITION.  A NEW FLAGPOLE HAS BEEN PLACED IN
 KU3526'THE ORIGINAL SOCKET.
 KU3526'
 KU3526'A COMPLETE DESCRIPTION FOLLOWS--THE FLAGPOLE IN THE PARK SLOPE
 KU3526'SECTION OF BROOKLYN ON THE W SIDE OF 8TH AVENUE BETWEEN 14TH AND
 KU3526'15TH STREETS ATOP THE FOURTEENTH REGIMENT ARMORY, RISING FROM THE
 KU3526'SE CORNER OF THIS BRICK BUILDING.  THE POLE PROJECTS FROM THE SIDE
 KU3526'OF A SQUARE TOWER WHICH IS CIRCULAR AT THE TOP AND ORNAMENTED BY
 KU3526'A STONE-CAPPED PARAPET 4 FEET HIGH.
 KU3526'
 KU3526'THE STATION IS THE FLAGPOLE BASE.  AN ECCENTRIC STATION MARKED BY
 KU3526'A SMALL DRILL HOLE SURROUNDED BY A TRIANGLE IN THE STONE FLOOR OF
 KU3526'THE TOWER, IS LOCATED 1.756 METERS N OF THE STATION.  NO OTHER
 KU3526'REFERENCE MARKS WERE PLACED (NOW OR ORIGINALLY) NOR ANY ADDITIONAL
 KU3526'REFERENCE MEASUREMENTS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3525 ***********************************************************************
 KU3525  DESIGNATION -  ARMORY 23RD REGIMENT 1903
 KU3525  PID         -  KU3525
 KU3525  STATE/COUNTY-  NY/KINGS
 KU3525  USGS QUAD   -  BROOKLYN (1979)
 KU3525
 KU3525                         *CURRENT SURVEY CONTROL
 KU3525  ___________________________________________________________________
 KU3525* NAD 83(1996)-  40 40 41.00547(N)    073 57 11.08492(W)     ADJUSTED  
 KU3525* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 KU3525  ___________________________________________________________________
 KU3525  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 KU3525  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU3525
 KU3525  HORZ ORDER  -  SECOND
 KU3525
 KU3525.The horizontal coordinates were established by classical geodetic methods
 KU3525.and adjusted by the National Geodetic Survey in January 1999..
 KU3525
 KU3525.The orthometric height was scaled from a topographic map.
 KU3525
 KU3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3525
 KU3525.The geoid height was determined by GEOID03.
 KU3525
 KU3525;                    North         East     Units Scale Factor Converg.
 KU3525;SPC NY L     -    56,788.735   303,966.838   MT  0.99999939   +0 01 50.5
 KU3525;SPC NY L     -   186,314.37    997,264.53   sFT  0.99999939   +0 01 50.5
 KU3525;SPC NY E     -   204,942.954   196,233.941   MT  0.99992630   +0 21 23.4
 KU3525;SPC NY E     -   672,383.67    643,810.85   sFT  0.99992630   +0 21 23.4
 KU3525;SPC NJ       -   204,942.954   196,233.941   MT  0.99992630   +0 21 23.4
 KU3525;SPC NJ       -   672,383.67    643,810.85   sFT  0.99992630   +0 21 23.4
 KU3525;UTM  18      - 4,503,546.246   588,475.422   MT  0.99969635   +0 40 56.8
 KU3525
 KU3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3525!SPC NY L     -   1.00000112  x   0.99999939  =   1.00000051
 KU3525!SPC NY E     -   1.00000112  x   0.99992630  =   0.99992742
 KU3525!SPC NJ       -   1.00000112  x   0.99992630  =   0.99992742
 KU3525!UTM  18      -   1.00000112  x   0.99969635  =   0.99969747
 KU3525
 KU3525:                Primary Azimuth Mark                     Grid Az
 KU3525:SPC NY L     -  PROSPECT WATER TOWER 1903                242 32 23.5
 KU3525:SPC NY E     -  PROSPECT WATER TOWER 1903                242 12 50.6
 KU3525:SPC NJ       -  PROSPECT WATER TOWER 1903                242 12 50.6
 KU3525:UTM  18      -  PROSPECT WATER TOWER 1903                241 53 17.2
 KU3525
 KU3525|---------------------------------------------------------------------|
 KU3525| PID    Reference Object                     Distance      Geod. Az  |
 KU3525|                                                           dddmmss.s |
 KU3525| KU3532 PROSPECT WATER TOWER 1903           APPROX. 1.4 KM 2423414.0 |
 KU3525|---------------------------------------------------------------------|
 KU3525
 KU3525                          SUPERSEDED SURVEY CONTROL
 KU3525
 KU3525  NAD 83(1996)-  40 40 41.00628(N)    073 57 11.08481(W) AD(       ) 2
 KU3525  NAD 83(1992)-  40 40 41.00594(N)    073 57 11.08499(W) AD(       ) 2
 KU3525  NAD 83(1986)-  40 40 41.00696(N)    073 57 11.08490(W) AD(       ) 2
 KU3525  NAD 27      -  40 40 40.63600(N)    073 57 12.58400(W) AD(       ) 2
 KU3525
 KU3525.Superseded values are not recommended for survey control.
 KU3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3525.See file dsdata.txt to determine how the superseded data were derived.
 KU3525
 KU3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8847503546(NAD 83)
 KU3525_MARKER: 62 = FLAGPOLE
 KU3525
 KU3525  HISTORY     - Date     Condition        Report By
 KU3525  HISTORY     - 1903     FIRST OBSERVED   CGS
 KU3525  HISTORY     - 1931     GOOD             CGS
 KU3525  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 KU3525
 KU3525                          STATION DESCRIPTION
 KU3525
 KU3525'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KU3525'STATION IS THE FLAGPOLE ON THE SE CORNER OF THE TWENTY-THIRD
 KU3525'REGIMENT ARMORY, ATLANTIC AND BEDFORD AVENUES.
 KU3525'
 KU3525'THE BUILDING IS ENTIRELY OF BRICK.  THE POLE IS IN THE CENTER
 KU3525'OF A CIRCULAR PARAPET TOWER.  THE FLOOR IS OF TIN.
 KU3525'
 KU3525'A TRIPOD AND OBSERVING PLATFORM, 8 FEET HIGH, WERE ERECTED TO
 KU3525'ENABLE OBSERVER TO SEE OVER PARAPET.  THE ECCENTRIC STATION WAS
 KU3525'ESTABLISHED BY MAKING A SLIGHT DENT IN THE TIN.
 KU3525'
 KU3525'STATION IS REACHED BY FULTON STREET ELEVATED TRAIN TO FRANKLIN
 KU3525'AVENUE STATION, THENCE WALK W TO ATLANTIC AVENUE.
 KU3525
 KU3525                          STATION RECOVERY (1931)
 KU3525
 KU3525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3525'RECOVERED IN FAIR CONDITION.  STATION RENAMED ARMORY 106TH
 KU3525'REGIMENT.  A NEW FLAGPOLE HAS BEEN PLACED IN THE ORIGINAL
 KU3525'SOCKET.  A COMPLETE DESCRIPTION FOLLOWS--THE FLAGPOLE IN THE
 KU3525'BEDFORD SECTION OF BROOKLYN ON THE W SIDE OF BEDFORD AVENUE
 KU3525'BETWEEN ATLANTIC AND PACIFIC AVENUES, ON THE 106TH REGIMENT
 KU3525'ARMORY, STOP AND IN THE CENTER OF THE CIRCULAR TOWER WHICH RISES
 KU3525'FROM THE SE CORNER OF THIS BRICK BUILDING.
 KU3525'
 KU3525'THE STATION IS THE FLAGPOLE-BASE.  NO REFERENCE MARKS WERE
 KU3525'PLACED (NOW OR ORIGINALLY) NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KU3525'
 KU3525'THE BUILDING IS SUFFICIENTLY LARGE TO PERMIT OF AIR-PHOTO
 KU3525'IDENTIFICATION.
 KU3525'
 KU3525'THE HIGH PARAPET NECESSITATES AN INSTRUMENT STAND AND AN 8-FOOT
 KU3525'OBSERVERS PLATFORM.
 KU3525
 KU3525                          STATION RECOVERY (2006)
 KU3525
 KU3525'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3525'THE FLAG FOR THE OLD ARMORY IS NO LONGER MOUNTED ON THE TOP OF THE
 KU3525'SOUTHEAST TOWER.  THERE IS ANOTHER FLAG MOUNTED OVER THE MAIN
 KU3525'ENTRANCE.  THE BASE OF THE ORIGINAL FLAG MAY SURVIVE ON TOP OF THE
 KU3525'TOWER BUT ACCESS  TO THAT AREA WAS NOT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4472 ***********************************************************************
 LX4472  DESIGNATION -  ARMOUR 2
 LX4472  PID         -  LX4472
 LX4472  STATE/COUNTY-  NY/DUTCHESS
 LX4472  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4472
 LX4472                         *CURRENT SURVEY CONTROL
 LX4472  ___________________________________________________________________
 LX4472* NAD 83(1996)-  41 33 26.06386(N)    073 56 45.80274(W)     ADJUSTED  
 LX4472* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 LX4472  ___________________________________________________________________
 LX4472  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 LX4472  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LX4472
 LX4472  HORZ ORDER  -  SECOND
 LX4472
 LX4472.The horizontal coordinates were established by classical geodetic methods
 LX4472.and adjusted by the National Geodetic Survey in January 1999..
 LX4472
 LX4472.The orthometric height was scaled from a topographic map.
 LX4472
 LX4472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4472
 LX4472.The geoid height was determined by GEOID03.
 LX4472
 LX4472;                    North         East     Units Scale Factor Converg.
 LX4472;SPC NY E     -   302,576.232   196,206.892   MT  0.99992627   +0 22 02.9
 LX4472;SPC NY E     -   992,702.19    643,722.11   sFT  0.99992627   +0 22 02.9
 LX4472;UTM  18      - 4,601,155.247   587,888.164   MT  0.99969506   +0 41 57.1
 LX4472
 LX4472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4472!SPC NY E     -   0.99998712  x   0.99992627  =   0.99991339
 LX4472!UTM  18      -   0.99998712  x   0.99969506  =   0.99968218
 LX4472
 LX4472:                Primary Azimuth Mark                     Grid Az
 LX4472:SPC NY E     -  PURDY                                    191 06 43.6
 LX4472:UTM  18      -  PURDY                                    190 46 49.4
 LX4472
 LX4472|---------------------------------------------------------------------|
 LX4472| PID    Reference Object                     Distance      Geod. Az  |
 LX4472|                                                           dddmmss.s |
 LX4472| LX4466 PURDY                               APPROX. 2.9 KM 1912846.5 |
 LX4472| CB2646 ARMOUR 2 RM 2                        56.500 METERS 19324     |
 LX4472| LX4457 CASTLE PT US VET HOSP FLAGPOLE      APPROX. 2.1 KM 2254646.0 |
 LX4472| LY2448 BALMVILLE HSE OF PHIL WINDMILL      APPROX. 5.1 KM 2454145.0 |
 LX4472| CB2645 ARMOUR 2 RM 1                        25.320 METERS 27440     |
 LX4472| LX4455 MARLBORO FLAGPOLE                   APPROX. 5.8 KM 3375449.9 |
 LX4472|---------------------------------------------------------------------|
 LX4472
 LX4472                          SUPERSEDED SURVEY CONTROL
 LX4472
 LX4472  NAD 83(1986)-  41 33 26.06576(N)    073 56 45.80496(W) AD(       ) 2
 LX4472  NAD 27      -  41 33 25.73500(N)    073 56 47.30800(W) AD(       ) 2
 LX4472
 LX4472.Superseded values are not recommended for survey control.
 LX4472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4472.See file dsdata.txt to determine how the superseded data were derived.
 LX4472
 LX4472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8788801155(NAD 83)
 LX4472_MARKER: Z = SEE DESCRIPTION
 LX4472_SETTING: 0 = UNSPECIFIED SETTING
 LX4472
 LX4472  HISTORY     - Date     Condition        Report By
 LX4472  HISTORY     - 1933     MONUMENTED       CGS
 LX4472
 LX4472                          STATION DESCRIPTION
 LX4472
 LX4472'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4472'THIS STATION IS APPROXIMATELY 0.8 MILE E OF THE HUDSON RIVER AND
 LX4472'ON VAN WYCK RIDGE.  THE PROPERTY BELONGS TO THE MILLARD LUMBER
 LX4472'COMPANY OF WHICH MR. ROBERTSON IS NOW PRESIDENT.
 LX4472'
 LX4472'THE STATION IS MARKED WITH A STANDARD DISK SET IN A CONCRETE
 LX4472'POST.
 LX4472'
 LX4472'TWO REFERENCE MARKS, STANDARD DISKS, SET IN CONCRETE POSTS,
 LX4472'WERE SET.  REFERENCE MARK NO.2 IS 56.5 METERS S OF THE
 LX4472'STATION.  REFERENCE MARK NO.1 IS 2K.32 METERS SW OF STATION.  THERE
 LX4472'IS ALSO A CONCRETE POST WITH A BRASS PLATE STAMPED N.Y.C. IN
 LX4472'RANGE WITH REFERENCE MARK NO.2.  THIS CONCRETE POST IS 31.2
 LX4472'METERS S OF THE STATION.
 LX4472'
 LX4472'THE STATION IS REACHED FROM BEACON FERRY AS FOLLOWS--GO N
 LX4472'5.2 MILES ON HIGHWAY 9D TO FORK IN ROAD, BEAR W 0.2 MILE, TURN S
 LX4472'THENCE 0.5 MILE TO TOP OF HILL.  THE STATION IS LOCATED ON THE
 LX4472'HIGHEST POINT ON THE RIDGE.  SEE SKETCH FOR DETAILS.
 LX4472'
 LX4472'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2131 ***********************************************************************
 PG2131  DESIGNATION -  ARMY
 PG2131  PID         -  PG2131
 PG2131  STATE/COUNTY-  NY/CLINTON
 PG2131  USGS QUAD   -  PERU (1966)
 PG2131
 PG2131                         *CURRENT SURVEY CONTROL
 PG2131  ___________________________________________________________________
 PG2131* NAD 83(1996)-  44 37 20.07195(N)    073 36 19.66452(W)     ADJUSTED  
 PG2131* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 PG2131  ___________________________________________________________________
 PG2131  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 PG2131  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PG2131
 PG2131  HORZ ORDER  -  FIRST
 PG2131
 PG2131.The horizontal coordinates were established by classical geodetic methods
 PG2131.and adjusted by the National Geodetic Survey in January 1999..
 PG2131
 PG2131.The orthometric height was scaled from a topographic map.
 PG2131
 PG2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2131
 PG2131.The geoid height was determined by GEOID03.
 PG2131
 PG2131;                    North         East     Units Scale Factor Converg.
 PG2131;SPC NY E     -   643,288.173   220,986.319   MT  0.99996195   +0 37 42.2
 PG2131;SPC NY E     - 2,110,521.28    725,019.28   sFT  0.99996195   +0 37 42.2
 PG2131;UTM  18      - 4,941,933.493   610,630.871   MT  0.99975051   +0 58 46.8
 PG2131
 PG2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2131!SPC NY E     -   0.99997269  x   0.99996195  =   0.99993464
 PG2131!UTM  18      -   0.99997269  x   0.99975051  =   0.99972321
 PG2131
 PG2131|---------------------------------------------------------------------|
 PG2131| PID    Reference Object                     Distance      Geod. Az  |
 PG2131|                                                           dddmmss.s |
 PG2131| DA4398 ARMY RM 1                            21.920 METERS 00538     |
 PG2131| DA4397 ARMY AZ MK                                         2321321.5 |
 PG2131| DA4399 ARMY RM 2                            19.540 METERS 25049     |
 PG2131|---------------------------------------------------------------------|
 PG2131
 PG2131                          SUPERSEDED SURVEY CONTROL
 PG2131
 PG2131  NAD 83(1996)-  44 37 20.07349(N)    073 36 19.66380(W) AD(       ) 1
 PG2131  NAD 83(1992)-  44 37 20.07299(N)    073 36 19.66458(W) AD(       ) 1
 PG2131  NAD 83(1986)-  44 37 20.07817(N)    073 36 19.66584(W) AD(       ) 1
 PG2131  NAD 27      -  44 37 19.92500(N)    073 36 21.17200(W) AD(       ) 1
 PG2131
 PG2131.Superseded values are not recommended for survey control.
 PG2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2131.See file dsdata.txt to determine how the superseded data were derived.
 PG2131
 PG2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1063141933(NAD 83)
 PG2131_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2131
 PG2131  HISTORY     - Date     Condition        Report By
 PG2131  HISTORY     - 1942     MONUMENTED       CGS
 PG2131  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PG2131
 PG2131                          STATION DESCRIPTION
 PG2131
 PG2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2131'THE STATION IS LOCATED ON THE U.S. ARMY RESERVATION MANEUVER
 PG2131'GROUNDS ABOUT 2-1/4 MILES W OF SCHUYLER FALLS AND 5-1/4 MILES
 PG2131'SSW OF MORRISONVILLE.  IT IS ABOUT 50 FEET N OF THE CENTER LINE
 PG2131'OF A GRAVELED ROAD, AND 6.65 FEET N OF A WHITE REFERENCE
 PG2131'POST.  IT IS STAMPED ARMY 1942 AND PROJECTS 3 INCHES.
 PG2131'
 PG2131'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 PG2131'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PG2131'
 PG2131'REFERENCE MARK NO. 1 IS N OF THE STATION, 125 FEET N OF THE
 PG2131'CENTER LINE OF GRAVELED ROAD AND 5 FEET W OF A 4-INCH PINE
 PG2131'TREE.  IT IS STAMPED ARMY NO. 1 1942 AND PROJECTS 4 INCHES.
 PG2131'
 PG2131'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 40 FEET N OF THE
 PG2131'CENTER LINE OF A GRAVELED ROAD AND 15 FEET E OF A TELEPHONE
 PG2131'POLE.  IT IS STAMPED ARMY NO. 2 1942 AND PROJECTS 6 INCHES.
 PG2131'
 PG2131'THE AZIMUTH MARK IS ABOUT 0.25 MILE SW OF THE STATION,
 PG2131'27 PACES N BY E OF THE NE CORNER OF A WHITE HOUSE, 25 FEET W OF
 PG2131'THE CENTER LINE OF A GRAVELED ROAD AND 3 FEET N OF A WHITE
 PG2131'REFERENCE POST.  IT IS STAMPED ARMY 1942 AND PROJECTS 2 INCHES.
 PG2131'
 PG2131'TO REACH THE STATION FROM A WHITE BRICK METHODIST CHURCH IN
 PG2131'SCHUYLER FALLS, GO W ON A GRAVELED ROAD FOR 2.5 MILES TO A
 PG2131'TRIANGULAR BLAZE ON A CROOKED PINE TREE ON THE LEFT AND THE
 PG2131'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 PG2131'STATION, CONTINUE W ON GRAVELED ROAD FOR 0.2 MILE TO A SIDE
 PG2131'ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO AZIMUTH MARK ON THE
 PG2131'RIGHT.
 PG2131'
 PG2131'A 64-FOOT SIGNAL AT RAND HILL IS VISIBLE AT 34 FEET, A
 PG2131'77-FOOT SIGNAL AT HOTEL IS VISIBLE AT 64 FEET AND A 12-FOOT
 PG2131'SIGNAL AT BIGELOW IS VISIBLE AT 50 FEET.
 PG2131'
 PG2131'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 PG2131
 PG2131                          STATION RECOVERY (1963)
 PG2131
 PG2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 PG2131'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARK IS IN GOOD
 PG2131'CONDITION.  THE WHITE REFERENCE POST IS NO LONGER THERE AND THE
 PG2131'BLAZED TREE COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3728 ***********************************************************************
 DH3728  DESIGNATION -  ARNY
 DH3728  PID         -  DH3728
 DH3728  STATE/COUNTY-  NY/ERIE
 DH3728  USGS QUAD   -  GOWANDA (1976)
 DH3728
 DH3728                         *CURRENT SURVEY CONTROL
 DH3728  ___________________________________________________________________
 DH3728* NAD 83(1986)-  42 29 23.     (N)    078 55 41.     (W)     SCALED    
 DH3728* NAVD 88     -       266.401  (meters)     874.02   (feet)  ADJUSTED  
 DH3728  ___________________________________________________________________
 DH3728  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DH3728  DYNAMIC HT  -         266.314 (meters)     873.73  (feet)  COMP
 DH3728  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 DH3728
 DH3728  VERT ORDER  -  SECOND    CLASS I
 DH3728
 DH3728.The horizontal coordinates were scaled from a topographic map and have
 DH3728.an estimated accuracy of +/- 6 seconds.
 DH3728
 DH3728.The orthometric height was determined by differential leveling
 DH3728.and adjusted by the National Geodetic Survey in June 2005..
 DH3728.No vertical observational check was made to the station.
 DH3728
 DH3728.The geoid height was determined by GEOID03.
 DH3728
 DH3728.The dynamic height is computed by dividing the NAVD 88
 DH3728.geopotential number by the normal gravity value computed on the
 DH3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3728.degrees latitude (g = 980.6199 gals.).
 DH3728
 DH3728.The modeled gravity was interpolated from observed gravity values.
 DH3728
 DH3728;                    North         East    Units  Estimated Accuracy
 DH3728;SPC NY W     -   276,550.      321,660.      MT  (+/- 180 meters Scaled)
 DH3728
 DH3728                          SUPERSEDED SURVEY CONTROL
 DH3728
 DH3728.No superseded survey control is available for this station.
 DH3728
 DH3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH702062(NAD 83)
 DH3728_MARKER: F = FLANGE-ENCASED ROD
 DH3728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH3728_STAMPING: ARNY 2004
 DH3728_MARK LOGO: NYDT  
 DH3728_PROJECTION: FLUSH
 DH3728_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3728+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 DH3728_ROD/PIPE-DEPTH:  4.6 meters
 DH3728
 DH3728  HISTORY     - Date     Condition        Report By
 DH3728  HISTORY     - 20041110 MONUMENTED       NYDT
 DH3728
 DH3728                          STATION DESCRIPTION
 DH3728
 DH3728'DESCRIBED BY NY DEPT OF TRANSP 2004 (JHD)
 DH3728'FROM THE POST OFFICE IN GOWANDA ON STATE ROUTE 39 GO EAST ON ROUTE 39
 DH3728'FOR 2.4 MILES TO  THE ENTRANCE TO THE NEW YORK STATE DOT COLLINS SUB
 DH3728'STATION AND THE STATION. THE  STATION IS ON THE EAST SIDE OF THE SUB
 DH3728'STAION, 77 FEET EAST OF THE STONE STORAGE AREA AND  113.6 FEET WEST OF
 DH3728'A CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1117 ***********************************************************************
 PG1117  CBN         -  This is a Cooperative Base Network Control Station.
 PG1117  DESIGNATION -  ARP
 PG1117  PID         -  PG1117
 PG1117  STATE/COUNTY-  NY/CLINTON
 PG1117  USGS QUAD   -  MORRISONVILLE (1966)
 PG1117
 PG1117                         *CURRENT SURVEY CONTROL
 PG1117  ___________________________________________________________________
 PG1117* NAD 83(1996)-  44 41 07.07200(N)    073 31 21.83141(W)     ADJUSTED  
 PG1117* NAVD 88     -       105.088  (meters)     344.78   (feet)  ADJUSTED  
 PG1117  ___________________________________________________________________
 PG1117  X           -   1,288,356.722 (meters)                     COMP
 PG1117  Y           -  -4,355,764.370 (meters)                     COMP
 PG1117  Z           -   4,462,604.949 (meters)                     COMP
 PG1117  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 PG1117  ELLIP HEIGHT-          76.20  (meters)          (09/18/02) GPS OBS
 PG1117  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG1117  DYNAMIC HT  -         105.082 (meters)     344.76  (feet)  COMP
 PG1117  MODELED GRAV-     980,556.7   (mgal)                       NAVD 88
 PG1117
 PG1117  HORZ ORDER  -  B
 PG1117  VERT ORDER  -  FIRST     CLASS II
 PG1117  ELLP ORDER  -  FOURTH    CLASS II
 PG1117
 PG1117.This mark is at Clinton County Airport (PLB)
 PG1117
 PG1117.The horizontal coordinates were established by GPS observations
 PG1117.and adjusted by the National Geodetic Survey in July 1997..
 PG1117
 PG1117.The orthometric height was determined by differential leveling
 PG1117.and adjusted by the National Geodetic Survey in June 1991..
 PG1117
 PG1117.Photographs are available for this station.
 PG1117
 PG1117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG1117
 PG1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1117
 PG1117.The ellipsoidal height was determined by GPS observations
 PG1117.and is referenced to NAD 83.
 PG1117
 PG1117.The geoid height was determined by GEOID03.
 PG1117
 PG1117.The dynamic height is computed by dividing the NAVD 88
 PG1117.geopotential number by the normal gravity value computed on the
 PG1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1117.degrees latitude (g = 980.6199 gals.).
 PG1117
 PG1117.The modeled gravity was interpolated from observed gravity values.
 PG1117
 PG1117;                    North         East     Units Scale Factor Converg.
 PG1117;SPC NY E     -   650,369.872   227,467.508   MT  0.99997377   +0 41 14.1
 PG1117;SPC NY E     - 2,133,755.16    746,282.98   sFT  0.99997377   +0 41 14.1
 PG1117;UTM  18      - 4,949,053.335   617,067.153   MT  0.99976853   +1 02 20.2
 PG1117
 PG1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1117!SPC NY E     -   0.99998805  x   0.99997377  =   0.99996182
 PG1117!UTM  18      -   0.99998805  x   0.99976853  =   0.99975659
 PG1117
 PG1117                          SUPERSEDED SURVEY CONTROL
 PG1117
 PG1117  ELLIP H (07/24/97)   76.19   (m)                       GP(       ) 1 1
 PG1117  NAD 83(1992)-  44 41 07.07039(N)    073 31 21.83062(W) AD(       ) B
 PG1117  NAD 83(1992)-  44 41 07.07032(N)    073 31 21.83077(W) AD(       ) B
 PG1117  ELLIP H (06/10/96)   76.21   (m)                       GP(       ) 1 1
 PG1117  NAVD 88 (06/10/96)  105.09   (m)          344.8    (f) LEVELING    3  
 PG1117  NGVD 29 (??/??/??)  105.213  (m)          345.19   (f) ADJUSTED    1 2
 PG1117
 PG1117.Superseded values are not recommended for survey control.
 PG1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1117.See file dsdata.txt to determine how the superseded data were derived.
 PG1117
 PG1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1706749053(NAD 83)
 PG1117_MARKER: DT = TOPOGRAPHIC STATION DISK
 PG1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1117_STAMPING: ARP 1952
 PG1117_MARK LOGO: CGS   
 PG1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1117+STABILITY: SURFACE MOTION
 PG1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG1117+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 PG1117
 PG1117  HISTORY     - Date     Condition        Report By
 PG1117  HISTORY     - 1952     MONUMENTED       CGS
 PG1117  HISTORY     - 1955     GOOD             CGS
 PG1117  HISTORY     - 1971     GOOD             NGS
 PG1117  HISTORY     - 19910615 GOOD             NGS
 PG1117  HISTORY     - 19950626 GOOD             NYDT
 PG1117  HISTORY     - 20010725 GOOD             NYDT
 PG1117  HISTORY     - 20031014 GOOD             NGS
 PG1117
 PG1117                          STATION DESCRIPTION
 PG1117
 PG1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG1117'4.2 MI W FROM PLATTSBURG.
 PG1117'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 3 (CORNELIA STREET) FROM THE
 PG1117'CITY HALL AT PLATTSBURG, THENCE ABOUT 0.3 MILE SOUTH ALONG ENTRANCE
 PG1117'ROAD TO PLATTSBURG MUNICIPAL AIRPORT, THENCE ABOUT 0.5 MILE SOUTH
 PG1117'ACROSS AIRPORT, ABOUT 0.5 MILE SOUTH OF ADMINSTRATION BUILDING, ABOUT
 PG1117'0.2 MILE SOUTH-SOUTHEAST AND ACROSS EAST-WEST RUNWAY FROM WIND
 PG1117'INDICATOR, 201 FEET SOUTH OF SOUTH EDGE OF EAST-WEST RUNWAY, 205 1/2
 PG1117'FEET SOUTH-SOUTHEAST OF RUNWAY LIGHT NO. 345, 245 1/2 FEET SOUTHWEST
 PG1117'OF RUNWAY LIGHT NO. 344, AND SET IN THE TOP OF A CONCRETE POST
 PG1117'PROJECTING 1 1/2 INCHES.
 PG1117
 PG1117                          STATION RECOVERY (1971)
 PG1117
 PG1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PG1117'RECOVERED IN GOOD CONDITION.
 PG1117
 PG1117                          STATION RECOVERY (1991)
 PG1117
 PG1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PG1117'LOCATED AT CLINTON COUNTY AIRPORT, ON THE SOUTH SIDE OF RUNWAY 10-28,
 PG1117'ABOUT 0.5 MILES (0.8 KM) SOUTH OF THE ADMINISTRATION BLDG ABOUT 0.2
 PG1117'MILE (0.3 KM) SOUTHEAST AND ACROSS RUNWAY 10-28 FROM THE WIDE
 PG1117'TETRAHEDRON, 201 FT (61.3 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 10-28,
 PG1117'205.5 FT (62.6 M) SOUTH-SOUTHEAST OF THE 5TH RUNWAY LIGHT EAST OF
 PG1117'INTERSECTION OF 10-28 AND 14-32 AND 245.5 FT (74.8 M) SOUTHWEST OF THE
 PG1117'4TH RUNWAY LIGHT EAST OF THE INTERSERCTION OF 10-28 AND 14-32. THE
 PG1117'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1952 SET IN THE TOP
 PG1117'OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.  NOTE, IT IS 114.4
 PG1117'FT NORTHWEST OF THE NORTHWEST CORNER OF THE VORTAC BUILDING.
 PG1117
 PG1117                          STATION RECOVERY (1995)
 PG1117
 PG1117'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 PG1117'RECOVERED AS DESCRIBED.
 PG1117
 PG1117                          STATION RECOVERY (2001)
 PG1117
 PG1117'RECOVERY NOTE BY NY DEPT OF TRANSP 2001
 PG1117'RECOVERED AS DESCRIBED.
 PG1117'
 PG1117
 PG1117                          STATION RECOVERY (2003)
 PG1117
 PG1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 PG1117'STATION IS LOCATED 3 MILES NORTH OF PLATTSBURGH AT THE CLINTON COUNTY
 PG1117'AIRPORT SET
 PG1117'NORTHWEST OF THE VORTAC  BUILDING.  OWNERSHIP CLINTON COUNTY.  AIRPORT
 PG1117'MANAGER IS
 PG1117'RALPH HENSEL, 11 AIRPORT ROAD, SUITE 101, PLATTSBURGH NY 12901.  PHONE
 PG1117'518 565 4795.
 PG1117'CONTACT HIM SEVERAL DAYS IN ADVANCE OF STATION OCCUPATION TO MAKE
 PG1117'ARRANGEMENTS  FOR
 PG1117'AIRPORT ESCORT TO STATION.
 PG1117' 
 PG1117'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND THE
 PG1117'ENTRANCE AND EXIT
 PG1117'RAMP FOR I-87 EXIT 37 AT A TRAFFIC LIGHT IN PLATTSBURGH, GO WEST ON
 PG1117'HIGHWAY 3 FOR 0.95 MILE
 PG1117'TO JUNCTION WITH STATE HIGHWAY 190 WEST.  CONTINUE WEST ON HIGHWAY 3
 PG1117'FOR 0.1 MILE TO
 PG1117'THE ENTRANCE ROAD FOR THE CLINTON COUNTY AIRPORT ON THE LEFT.  TURN
 PG1117'LEFT AND GO
 PG1117'SOUTHWEST ON THE ENTRANCE ROAD FOR 0.1 MILE TO A Y- JUNCTION WITH
 PG1117'INDUSTRIAL
 PG1117'BOULEVARD.  BEAR LEFT AND  GO SOUTH ON INDUSTRIAL BOULEVARD FOR 0.2
 PG1117'MILE TO AN ELECTRIC
 PG1117'GATE ON THE RIGHT ON THE NORTH SIDE OF A BLUE HANGAR.  TURN RIGHT,
 PG1117'PASS THROUGH  THE
 PG1117'GATE AND GO SOUTHWEST ACROSS APRON FOR 0.1 MILE TO JUNCTION WITH
 PG1117'TAXIWAY A.   TURN LEFT
 PG1117'AND GO SOUTHEAST THEN SOUTH ON TAXIWAY A FOR 0.3 MILE TO JUNCTION WITH
 PG1117'RUNWAY 14 - 32.
 PG1117'CROSS THE RUNWAY AND GO SOUTHWEST ON TAXIWAY B FOR 0.25 MILE TO
 PG1117'JUNCTION WITH A PAVED
 PG1117'ROAD ON THE RIGHT LEADING TO THE VORTAC BUILDING.  TURN RIGHT AND GO
 PG1117'NORTHWEST ON THE
 PG1117'PAVED ROAD FOR 0.05 MILE TO THE VORTAC BUILDING AND STATION AS
 PG1117'DESCRIBED.
 PG1117' 
 PG1117'STATION IS 114.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE VORTAC
 PG1117'BUILDING, 86.5
 PG1117'FEET NORTH OF THE WEST END OF AN ABOVE GROUND TANK AND 0.7 FOOT
 PG1117'SOUTHEAST OF A
 PG1117'FIBERGLASS WITNESS POST.
 PG1117'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0192 ***********************************************************************
 OG0192  DESIGNATION -  ARP
 OG0192  PID         -  OG0192
 OG0192  STATE/COUNTY-  NY/NIAGARA
 OG0192  USGS QUAD   -  
 OG0192
 OG0192                         *CURRENT SURVEY CONTROL
 OG0192  ___________________________________________________________________
 OG0192* NAD 83(1986)-  43 06 22.     (N)    078 56 36.     (W)     SCALED    
 OG0192* NAVD 88     -       177.003  (meters)     580.72   (feet)  ADJUSTED  
 OG0192  ___________________________________________________________________
 OG0192  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OG0192  DYNAMIC HT  -         176.960 (meters)     580.58  (feet)  COMP
 OG0192  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 OG0192
 OG0192  VERT ORDER  -  SECOND    CLASS 0
 OG0192
 OG0192.This mark is at Niagara Falls Intl Airport (IAG)
 OG0192
 OG0192.The horizontal coordinates were scaled from a topographic map and have
 OG0192.an estimated accuracy of +/- 6 seconds.
 OG0192
 OG0192.The orthometric height was determined by differential leveling
 OG0192.and adjusted by the National Geodetic Survey in June 1991..
 OG0192
 OG0192.The geoid height was determined by GEOID03.
 OG0192
 OG0192.The dynamic height is computed by dividing the NAVD 88
 OG0192.geopotential number by the normal gravity value computed on the
 OG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0192.degrees latitude (g = 980.6199 gals.).
 OG0192
 OG0192.The modeled gravity was interpolated from observed gravity values.
 OG0192
 OG0192;                    North         East    Units  Estimated Accuracy
 OG0192;SPC NY W     -   345,020.      320,700.      MT  (+/- 180 meters Scaled)
 OG0192
 OG0192                          SUPERSEDED SURVEY CONTROL
 OG0192
 OG0192  NGVD 29 (??/??/92)  177.168  (m)          581.26   (f) ADJ UNCH    2 0
 OG0192
 OG0192.Superseded values are not recommended for survey control.
 OG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0192.See file dsdata.txt to determine how the superseded data were derived.
 OG0192
 OG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH673746(NAD 83)
 OG0192_MARKER: DT = TOPOGRAPHIC STATION DISK
 OG0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0192_SP_SET: CONCRETE SLAB
 OG0192_STAMPING: ARP 1952
 OG0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0192
 OG0192  HISTORY     - Date     Condition        Report By
 OG0192  HISTORY     - 1952     MONUMENTED       CGS
 OG0192  HISTORY     - 1965     GOOD             NGS
 OG0192  HISTORY     - 1971     GOOD             NGS
 OG0192  HISTORY     - 1976     GOOD             NGS
 OG0192
 OG0192                          STATION DESCRIPTION
 OG0192
 OG0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OG0192'IN NIAGARA FALLS.
 OG0192'STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF NIAGARA FALLS
 OG0192'MUNICIPAL AIRPORT, 2050 FEET NORTH OF THE CONTROL TOWER, 475 FEET
 OG0192'NORTH OF THE NORTH EDGE OF THE E/W RUNWAY, 275 FEET SOUTH OF THE
 OG0192'SOUTH EDGE OF A CONCRETE SLAB OVER AN UNDERGROUND DRAIN AND 54.5 FEET
 OG0192'SOUTH OF THE WIND TEE.  A STANDARD TOPOGRAPHIC STATION DISK STAMPED
 OG0192'ARP 1952 SET IN A DRILL HOLE IN A CONCRETE SLAB.  THE SLAB IS PART OF
 OG0192'THE SEGMENTED CIRCLE AROUND THE WIND TEE.
 OG0192'NOTE--THE WIND TEE IS REMOVED.
 OG0192
 OG0192                          STATION RECOVERY (1971)
 OG0192
 OG0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OG0192'RECOVERED IN GOOD CONDITION.
 OG0192
 OG0192                          STATION RECOVERY (1976)
 OG0192
 OG0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OG0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1523 ***********************************************************************
 LX1523  FBN         -  This is a Federal Base Network Control Station.
 LX1523  PACS        -  This is a Primary Airport Control Station.
 LX1523  DESIGNATION -  ARP
 LX1523  PID         -  LX1523
 LX1523  STATE/COUNTY-  NY/DUTCHESS
 LX1523  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1523
 LX1523                         *CURRENT SURVEY CONTROL
 LX1523  ___________________________________________________________________
 LX1523* NAD 83(1996)-  41 37 36.46230(N)    073 52 57.35077(W)     ADJUSTED  
 LX1523* NAVD 88     -        46.936  (meters)     153.99   (feet)  ADJUSTED  
 LX1523  ___________________________________________________________________
 LX1523  X           -   1,325,472.743 (meters)                     COMP
 LX1523  Y           -  -4,586,978.557 (meters)                     COMP
 LX1523  Z           -   4,214,719.322 (meters)                     COMP
 LX1523  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 LX1523  ELLIP HEIGHT-          15.43  (meters)          (09/18/02) GPS OBS
 LX1523  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LX1523  DYNAMIC HT  -          46.919 (meters)     153.93  (feet)  COMP
 LX1523  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 LX1523
 LX1523  HORZ ORDER  -  B
 LX1523  VERT ORDER  -  FIRST     CLASS II
 LX1523  ELLP ORDER  -  FOURTH    CLASS II
 LX1523
 LX1523.This mark is at Dutchess County Airport (POU)
 LX1523
 LX1523.The horizontal coordinates were established by GPS observations
 LX1523.and adjusted by the National Geodetic Survey in July 1997..
 LX1523
 LX1523.The orthometric height was determined by differential leveling
 LX1523.and adjusted by the National Geodetic Survey in June 1991..
 LX1523
 LX1523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX1523
 LX1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1523
 LX1523.The ellipsoidal height was determined by GPS observations
 LX1523.and is referenced to NAD 83.
 LX1523
 LX1523.The geoid height was determined by GEOID03.
 LX1523
 LX1523.The dynamic height is computed by dividing the NAVD 88
 LX1523.geopotential number by the normal gravity value computed on the
 LX1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1523.degrees latitude (g = 980.6199 gals.).
 LX1523
 LX1523.The modeled gravity was interpolated from observed gravity values.
 LX1523
 LX1523;                    North         East     Units Scale Factor Converg.
 LX1523;SPC NY E     -   310,336.574   201,445.045   MT  0.99993256   +0 24 36.5
 LX1523;SPC NY E     - 1,018,162.58    660,907.62   sFT  0.99993256   +0 24 36.5
 LX1523;UTM  18      - 4,608,944.026   593,080.081   MT  0.99970662   +0 44 32.3
 LX1523
 LX1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1523!SPC NY E     -   0.99999758  x   0.99993256  =   0.99993014
 LX1523!UTM  18      -   0.99999758  x   0.99970662  =   0.99970420
 LX1523
 LX1523:                Primary Azimuth Mark                     Grid Az
 LX1523:SPC NY E     -  AIRPORT MAGNETIC                         333 06 30.8
 LX1523:UTM  18      -  AIRPORT MAGNETIC                         332 46 35.0
 LX1523
 LX1523|---------------------------------------------------------------------|
 LX1523| PID    Reference Object                     Distance      Geod. Az  |
 LX1523|                                                           dddmmss.s |
 LX1523| AE2380 AIRPORT MAGNETIC                    449.506 METERS 3333107.3 |
 LX1523|---------------------------------------------------------------------|
 LX1523
 LX1523                          SUPERSEDED SURVEY CONTROL
 LX1523
 LX1523  ELLIP H (07/24/97)   15.40   (m)                       GP(       ) 1 1
 LX1523  NAD 83(1992)-  41 37 36.46119(N)    073 52 57.34993(W) AD(       ) B
 LX1523  ELLIP H (06/10/96)   15.33   (m)                       GP(       ) 1 1
 LX1523  NAVD 88 (06/10/96)   46.93   (m)          154.0    (f) LEVELING    3  
 LX1523  NGVD 29 (??/??/92)   47.193  (m)          154.83   (f) ADJ UNCH    1 2
 LX1523
 LX1523.Superseded values are not recommended for survey control.
 LX1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1523.See file dsdata.txt to determine how the superseded data were derived.
 LX1523
 LX1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9308008944(NAD 83)
 LX1523_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1523_STAMPING: ARP 1954
 LX1523_MARK LOGO: CGS   
 LX1523_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1523+STABILITY: SURFACE MOTION
 LX1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX1523+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2003
 LX1523
 LX1523  HISTORY     - Date     Condition        Report By
 LX1523  HISTORY     - 1954     MONUMENTED       CGS
 LX1523  HISTORY     - 1955     GOOD             NGS
 LX1523  HISTORY     - 1964     GOOD             NGS
 LX1523  HISTORY     - 1981     GOOD             USGS
 LX1523  HISTORY     - 19910522 GOOD             USPSQD
 LX1523  HISTORY     - 19920615 GOOD             NGS
 LX1523  HISTORY     - 19950524 GOOD             NYDT
 LX1523  HISTORY     - 19970911 GOOD             NGS
 LX1523  HISTORY     - 20010322 GOOD             CHANCE
 LX1523  HISTORY     - 20010725 GOOD             NGS
 LX1523  HISTORY     - 20030128 GOOD             INDIV
 LX1523
 LX1523                          STATION DESCRIPTION
 LX1523
 LX1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1523'AT NEW HACKENSACK.
 LX1523'AT NEW HACKENSACK, AT THE DUTCHESS COUNTY AIRPORT, ABOUT 0.2
 LX1523'MILE WEST OF THE C.A.A. OFFICE BUILDING, 383 FEET SOUTH-SOUTHWEST
 LX1523'OF CENTER OF INTERSECTION OF RUNWAYS 6-24 AND 15-33, 251 FEET
 LX1523'WEST-SOUTHWEST OF NEAR EDGE OF RUNWAY 15-33, 200 FEET
 LX1523'SOUTH-SOUTHEAST OF NEAR EDGE OF RUNWAY 6-24, 75 1/2 FEET
 LX1523'NORTH-NORTHWEST OF NEAR EDGE OF A TAXI STRIP PARALLELING RUNWAY
 LX1523'6-24 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 LX1523'GROUND.
 LX1523
 LX1523                          STATION RECOVERY (1964)
 LX1523
 LX1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LX1523'RECOVERED IN GOOD CONDITION.
 LX1523
 LX1523                          STATION RECOVERY (1981)
 LX1523
 LX1523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LX1523'RECOVERED IN GOOD CONDITION.
 LX1523
 LX1523                          STATION RECOVERY (1991)
 LX1523
 LX1523'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1523'RECOVERED IN GOOD CONDITION.
 LX1523
 LX1523                          STATION RECOVERY (1992)
 LX1523
 LX1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX1523'THE STATION IS LOCATED AT THE DUTCHESS COUNTY AIRPORT, 250 FT (76.2 M)
 LX1523'SW OF THE SW EDGE OF RUNWAY 15/33, 200 FT (61.0 M) SE OF THE SE EDGE
 LX1523'OF RUNWAY 6/24 AND 75 FT (22.9 M) NW OF THE NW EDGE OF THE NE/SW
 LX1523'TAXIWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1954,
 LX1523'SET IN THE TOP OF AN 8-INCH TERRA COTTA PIPE FILLED WITH CONCRETE.
 LX1523'MONUMENT IS FLUSH WITH THE GROUND.
 LX1523
 LX1523                          STATION RECOVERY (1995)
 LX1523
 LX1523'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 LX1523'RECOVERED AS DESCRIBED.
 LX1523
 LX1523                          STATION RECOVERY (1997)
 LX1523
 LX1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (LJL)
 LX1523'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 LX1523'IS LOCATED ALONG THE SOUTH SIDE OF POUGHKEEPSIE, AT THE DUTCHESS
 LX1523'COUNTY AIRPORT (POU) .  CONTACT AIRPORT AUTHORITY AT 263 NEW
 LX1523'HACKENSACK ROAD, WAPPINGERS FALLS, NY, ZIP 12590, PHONE (914)
 LX1523'463-6000.  ENTER THE AIRFIELD AT THE GATE BETWEEN THE TERMINAL AND THE
 LX1523'AIR TRAFFIC CONTROL TOWER, CONTINUE AHEAD NORTHWEST FOR 0.10 MI (0.16
 LX1523'KM) THENCE TURN RIGHT AND CONTINUE NORTHEAST ALONG TAXIWAY A FOR 0.08
 LX1523'MI (0.13 KM) TO THE STATION ON THE LEFT.  THE STATION IS A CGS
 LX1523'TOPOGRAPHIC STATION DISK SET IN TOP OF AN 8-INCH TERRA COTTA PIPE
 LX1523'FILLED WITH CONCRETE AND RECESSED 0.1 FEET (3.0 CM) BELOW GROUND. THE
 LX1523'STATION IS APPROXIMATELY 350 FEET (106.7 M) SOUTH-SOUTHWEST FROM THE
 LX1523'INTERSECTION OF RUNWAYS 15-33 AND 6-24.  IT IS 200 FEET (61.0 M)
 LX1523'SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 6-24, 250 FEET (76.2 M)
 LX1523'SOUTHWEST FROM THE EDGE OF RUNWAY 15-33, 74.5 FEET (22.7 M) NORTHWEST
 LX1523'FROM THE EDGE OF TAXIWAY A, 54.6 FEET (16.6 M) DUE WEST FROM THE WEST
 LX1523'CORNER OF THE SIGN A-15-33.  THIS STATION IS DESIGNATED AS THE PRIMARY
 LX1523'AIRPORT CONTROL STATION.
 LX1523
 LX1523                          STATION RECOVERY (2001)
 LX1523
 LX1523'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2001 (CLG)
 LX1523'RECOVERED IN GOOD CONDITION.
 LX1523
 LX1523                          STATION RECOVERY (2001)
 LX1523
 LX1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 LX1523'THE FOLLOWING NOTE SUBMITTED WITH NY FBN.
 LX1523' 
 LX1523' ESCORT REQUIRED FOR THIS STATION. CONTACT MAINTENANCE SUPERVISOR ON
 LX1523'845-463-6000,
 LX1523'CURRENTLY TONY DIGIANDOMENICO, ONE DAY IN ADVANCE OF STATION
 LX1523'OCCUPATION TO ARRANGE
 LX1523'ESCORT. ARRIVE ONE HOUR BEFORE START TIME.
 LX1523' 
 LX1523'THE STATION IS ON AIRPORT AUTHORITY PROPERTY NEAR THE SOUTH SIDE OF
 LX1523'POUGHKEEPSIE, IN
 LX1523'WAPPINGERS FALLS, AT THE DUTCHESS COUNTY AIRPORT MANAGED BY EDWARD
 LX1523'ROSE.  THE
 LX1523'AIRPORT AUTHORITY IS ON THE SECOND FLOOR OF THE TERMINAL BUILDING, 263
 LX1523'NEW HACKENSACK
 LX1523'RD, WAPPINGERS FALLS, NY 12590.
 LX1523' 
 LX1523'TO REACH THE STATION FROM THE JUNCTION OF US HWYS 9 AND 44 AND STATE
 LX1523'ROUTE 55 AT THE
 LX1523'EAST END OF THE MID-HUDSON BRIDGE IN POUGHKEEPSIE, GO SOUTH ON HWY 9
 LX1523'FOR 3.45 MILES TO
 LX1523'SR 113 (SPACKENKILL RD). BEAR RIGHT ONTO THE EXIT RAMP AND GO EAST ON
 LX1523'SR 113 FOR 3.4 MILES
 LX1523'TO SR 376 AND END OF SR 113. GO SOUTH ON SR 376 FOR 2.4 MILES TO
 LX1523'Y-JUNCTION WITH COUNTY
 LX1523'RDS 94 AND 104 WHERE SR 376 BEARS LEFT. LEAVE SR 376, BEAR RIGHT INTO
 LX1523'A RIGHT TURN LANE
 LX1523'AND TURN RIGHT ONTO CR 104 (NEW HACKENSACK RD). PROCEED 0.35 MILE WEST
 LX1523'TO AIRPORT
 LX1523'ENTRANCE. TURN RIGHT AND GO NORTH THEN WEST FOR 0.15 MILE TO A ROAD ON
 LX1523'RIGHT LEADING TO
 LX1523'A GATE BETWEEN THE TERMINAL AND CONTROL TOWER. TURN RIGHT AND GO NORTH
 LX1523'THROUGH
 LX1523'GATE FOR 0.1 MILE TO TAXIWAY A. TURN RIGHT AND GO 0.08 MILE NE ON
 LX1523'TAXIWAY TO STATION ON
 LX1523'THE LEFT DUE WEST OF WEST CORNER OF SIGN A-15-33.
 LX1523' 
 LX1523'STATION IS APPROX 350 FT SSW OF THE INTERSECTION OF RUNWAYS 6-24 AND
 LX1523'15-33, 250 FT SW OF
 LX1523'SW EDGE OF RW 15-33, 200 FT SE OF SE EDGE OF RW 6-24, 174.5 FT NW OF
 LX1523'THE EDGE OF TAXIWAY A,
 LX1523'AND 54.6 FT WEST OF WEST CORNER OF SIGN A-15-33.
 LX1523' 
 LX1523'STATION IS A CGS TOPOGRAPHIC STATION DISK SET IN THE TOP OF AN 8-INCH
 LX1523'TERRA COTTA PIPE
 LX1523'FILLED WITH CONCRETE, FLUSH WITH THE GROUND, COVERED BY A LARGE ORANGE
 LX1523'CONE.
 LX1523'
 LX1523
 LX1523                          STATION RECOVERY (2003)
 LX1523
 LX1523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JPB)
 LX1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0659 ***********************************************************************
 OG0659  DESIGNATION -  ARP 1952 RM 2 1972
 OG0659  PID         -  OG0659
 OG0659  STATE/COUNTY-  NY/NIAGARA
 OG0659  USGS QUAD   -  
 OG0659
 OG0659                         *CURRENT SURVEY CONTROL
 OG0659  ___________________________________________________________________
 OG0659* NAD 83(1996)-  43 06 22.08713(N)    078 56 34.25645(W)     ADJUSTED  
 OG0659* NAVD 88     -       177.52   (+/-2cm)     582.4    (feet)  VERTCON   
 OG0659  ___________________________________________________________________
 OG0659  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 OG0659  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OG0659
 OG0659  HORZ ORDER  -  SECOND
 OG0659  VERT ORDER  -  THIRD ? (See Below)
 OG0659
 OG0659.This mark is at Niagara Falls Intl Airport (IAG)
 OG0659
 OG0659.The horizontal coordinates were established by classical geodetic methods
 OG0659.and adjusted by the National Geodetic Survey in January 1999..
 OG0659
 OG0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0659.The vertical order pertains to the NGVD 29 superseded value.
 OG0659
 OG0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0659
 OG0659.The geoid height was determined by GEOID03.
 OG0659
 OG0659;                    North         East     Units Scale Factor Converg.
 OG0659;SPC NY W     -   345,023.002   320,737.067   MT  0.99994803   -0 14 44.4
 OG0659;SPC NY W     - 1,131,962.97  1,052,284.86   sFT  0.99994803   -0 14 44.4
 OG0659;UTM  17      - 4,774,654.958   667,388.533   MT  0.99994469   +1 24 21.9
 OG0659
 OG0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0659!SPC NY W     -   0.99997775  x   0.99994803  =   0.99992578
 OG0659!UTM  17      -   0.99997775  x   0.99994469  =   0.99992244
 OG0659
 OG0659|---------------------------------------------------------------------|
 OG0659| PID    Reference Object                     Distance      Geod. Az  |
 OG0659|                                                           dddmmss.s |
 OG0659| OG0660 NIAGRA FALLS I ARP                   26.076 METERS 15634     |
 OG0659| OG0673 RIVERS                              APPROX. 3.8 KM 2952310.6 |
 OG0659|---------------------------------------------------------------------|
 OG0659
 OG0659                          SUPERSEDED SURVEY CONTROL
 OG0659
 OG0659  NAD 83(1986)-  43 06 22.09315(N)    078 56 34.25453(W) AD(       ) 2
 OG0659  NAD 27      -  43 06 21.89140(N)    078 56 35.10809(W) AD(       ) 2
 OG0659  NGVD 29 (07/19/86)  177.68   (m)          582.9    (f) LEVELING    3  
 OG0659
 OG0659.Superseded values are not recommended for survey control.
 OG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0659.See file dsdata.txt to determine how the superseded data were derived.
 OG0659
 OG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6738974655(NAD 83)
 OG0659_MARKER: DS = TRIANGULATION STATION DISK
 OG0659_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0659+WITH SETTING: PAVEMENT
 OG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0659+STABILITY: SURFACE MOTION
 OG0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0659+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 OG0659
 OG0659  HISTORY     - Date     Condition        Report By
 OG0659  HISTORY     - 1972     MONUMENTED       NGS
 OG0659  HISTORY     - 20031008 GOOD             NGS
 OG0659
 OG0659                          STATION DESCRIPTION
 OG0659
 OG0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OG0659'THE STATION IS NEAR THE CENTER OF THE NIAGARA FALLS INTERNATIONAL
 OG0659'AIRPORT, IN NIAGARA FALLS.
 OG0659'
 OG0659'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARP 1952 NO 2 1972,
 OG0659'CEMENTED IN A DRILL HOLE IN ANOTHER 10 X 2 FEET CONCRETE SLAB.
 OG0659'IT IS 50.0 FEET WEST OF THE BASE OF THE OLD WIND-TRIANGLE, 1.9
 OG0659'FEET WEST OF THE EAST EDGE OF THE CONCRETE SLAB AND ABOUT THE
 OG0659'SAME ELEVATION AS THE STATION.
 OG0659
 OG0659                          STATION RECOVERY (2003)
 OG0659
 OG0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDD)
 OG0659'IN THE DESCRIPTION HEADER, THE SURFACE MARKER TYPE SHOULD BE REFERENCE
 OG0659'MARK DISK, NOT TRIANGULATION STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2756 ***********************************************************************
 OF2756  FBN         -  This is a Federal Base Network Control Station.
 OF2756  DESIGNATION -  ARP 2 ART
 OF2756  PID         -  OF2756
 OF2756  STATE/COUNTY-  NY/JEFFERSON
 OF2756  USGS QUAD   -  SACKETS HARBOR (1959)
 OF2756
 OF2756                         *CURRENT SURVEY CONTROL
 OF2756  ___________________________________________________________________
 OF2756* NAD 83(1996)-  43 59 29.34966(N)    076 01 18.91196(W)     ADJUSTED  
 OF2756* NAVD 88     -        96.4    (meters)     316.     (feet)  GPS OBS   
 OF2756  ___________________________________________________________________
 OF2756  X           -   1,110,209.987 (meters)                     COMP
 OF2756  Y           -  -4,460,077.458 (meters)                     COMP
 OF2756  Z           -   4,407,454.584 (meters)                     COMP
 OF2756  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 OF2756  ELLIP HEIGHT-          62.66  (meters)          (09/18/02) GPS OBS
 OF2756  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 OF2756
 OF2756  HORZ ORDER  -  A
 OF2756  ELLP ORDER  -  FOURTH    CLASS II
 OF2756
 OF2756.This mark is at Watertown Airport (ART)
 OF2756
 OF2756.The horizontal coordinates were established by GPS observations
 OF2756.and adjusted by the National Geodetic Survey in July 1997..
 OF2756
 OF2756.The orthometric height was determined by GPS observations and a
 OF2756.high-resolution geoid model.
 OF2756
 OF2756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF2756
 OF2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2756
 OF2756.The ellipsoidal height was determined by GPS observations
 OF2756.and is referenced to NAD 83.
 OF2756
 OF2756.The geoid height was determined by GEOID03.
 OF2756
 OF2756;                    North         East     Units Scale Factor Converg.
 OF2756;SPC NY C     -   443,472.861   295,032.478   MT  0.99996243   +0 23 23.8
 OF2756;SPC NY C     - 1,454,960.54    967,952.39   sFT  0.99996243   +0 23 23.8
 OF2756;UTM  18      - 4,871,434.794   418,056.598   MT  0.99968258   -0 42 35.3
 OF2756
 OF2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2756!SPC NY C     -   0.99999017  x   0.99996243  =   0.99995261
 OF2756!UTM  18      -   0.99999017  x   0.99968258  =   0.99967276
 OF2756
 OF2756                          SUPERSEDED SURVEY CONTROL
 OF2756
 OF2756  ELLIP H (07/24/97)   62.68   (m)                       GP(       ) 2 1
 OF2756  NAD 83(1992)-  43 59 29.34834(N)    076 01 18.91109(W) AD(       ) A
 OF2756  ELLIP H (04/16/93)   62.63   (m)                       GP(       ) 3 1
 OF2756  NAD 83(1992)-  43 59 29.34836(N)    076 01 18.91138(W) AD(       ) A
 OF2756  ELLIP H (07/31/92)   62.70   (m)                       GP(       ) 1 1
 OF2756  NAD 83(1986)-  43 59 29.35437(N)    076 01 18.90790(W) AD(       ) 3
 OF2756  NAD 27      -  43 59 29.13601(N)    076 01 20.13417(W) AD(       ) 3
 OF2756  NGVD 29 (04/21/89)   96.3    (m)          316.     (f) GPS OBS        
 OF2756
 OF2756.Superseded values are not recommended for survey control.
 OF2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2756.See file dsdata.txt to determine how the superseded data were derived.
 OF2756
 OF2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1805771435(NAD 83)
 OF2756_MARKER: DT = TOPOGRAPHIC STATION DISK
 OF2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2756_SP_SET: CONCRETE POST
 OF2756_STAMPING: ARP 2 1971 ART
 OF2756_MARK LOGO: CGS   
 OF2756_PROJECTION: FLUSH
 OF2756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2756+STABILITY: SURFACE MOTION
 OF2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2756+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 OF2756
 OF2756  HISTORY     - Date     Condition        Report By
 OF2756  HISTORY     - 1971     MONUMENTED       CGS
 OF2756  HISTORY     - 19880802 GOOD             NGS
 OF2756  HISTORY     - 19900517 GOOD             NGS
 OF2756  HISTORY     - 19910615 GOOD             NGS
 OF2756  HISTORY     - 19920616 GOOD             NGS
 OF2756  HISTORY     - 19950626 GOOD             NYDT
 OF2756  HISTORY     - 19960507 GOOD             NYDT
 OF2756  HISTORY     - 19960514 GOOD             NYDT
 OF2756  HISTORY     - 19990602 GOOD             USPSQD
 OF2756  HISTORY     - 20010725 GOOD             NGS
 OF2756
 OF2756                          STATION DESCRIPTION
 OF2756
 OF2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OF2756'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 OF2756'FOLLOWS.
 OF2756'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF WATERTOWN, 3.2
 OF2756'KM (2.00 MI) SOUTH OF DEXTER, AT THE WATERTOWN NEW YORK INTERNATIONAL
 OF2756'AIRPORT, IN THE SOUTH ANGLE OF THE INTERSECTION OF THE RUNWAYS AND ON
 OF2756'THE EXTENDED CENTER OF THE MAIN CONNECTING TAXIWAY THAT LEADS SOUTH
 OF2756'FROM THE AIRPORT ADMINISTRATION BUILDING TO THE INTERSECTION OF THE
 OF2756'RUNWAYS.
 OF2756'OWNERSHIP--CITY OF WATERTOWN, C/O AIRPORT MANAGER HUGH DE LONG, DEXTER
 OF2756'NY 13634.  PHONE 315 639-6247.
 OF2756'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 OF2756'STATE HIGHWAY 12F, EXIT 46, AT THE WEST SIDE OF WATERTOWN, GO WEST FOR
 OF2756'6.6 KM (4.10 MI) ON HIGHWAY 12F TO THE WEST ONE OF TWO AIRPORT
 OF2756'ENTRANCE DRIVES ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.3 KM
 OF2756'(0.20 MI) ON THE AIRPORT ENTRANCE DRIVE TO A LOCKED GATE AT THE WEST
 OF2756'END OF THE AIRPORT ADMINISTRATION BUILDING.  CONTINUE STRAIGHT AHEAD
 OF2756'AND GO SOUTH FOR 0.25 KM (0.15 MI) PASSING THROUGH THE GATE AND ACROSS
 OF2756'THE APRON, ON THE MAIN CONNECTING TAXIWAY AND ACROSS THE INTERSECTION
 OF2756'OF THE TWO ASPHALT RUNWAYS TO THE STATION STRAIGHT AHEAD IN THE GRASS
 OF2756'AREA.
 OF2756'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 OF2756'MONUMENT 27 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED 95.2
 OF2756'M (312.3 FT) NORTH FROM THE NORTH CORNER OF THE CONCRETE BASE FOR THE
 OF2756'WIND TETRAHEDRON, 34.1 M (111.9 FT) SOUTHEAST FROM THE FIRST RUNWAY
 OF2756'LIGHT TO THE WEST OF THE INTERSECTION OF THE RUNWAYS, 28.5 M
 OF2756'(93.5 FT) SOUTH FROM THE FIRST RUNWAY LIGHT TO THE EAST OF THE
 OF2756'INTERSECTION, AND 27.4 M (89.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 OF2756'A ROUND METAL DRAIN COVER.
 OF2756'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 OF2756
 OF2756                          STATION RECOVERY (1990)
 OF2756
 OF2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OF2756'RECOVERED IN GOOD CONDITION.
 OF2756
 OF2756                          STATION RECOVERY (1991)
 OF2756
 OF2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OF2756'LOCATED AT WATERTOWN NEW YORK INTL AIRPORT ON THE CENTERLINE EXTENDED
 OF2756'OF THE TAXIWAY WHICH LEADS FROM THE INTERSECTION OF RUNWAYS 07-25 AND
 OF2756'10-28 TO THE TERMINAL BUILDING, 315.5 FT (96.2 M) NORTH OF THE WIND
 OF2756'TETRAHEDRON, 111.6 FT (34.0 M) SE OF A RWY LIGHT, 93.6 FT (28.5 M)
 OF2756'SOUTH OF A RUNWAY LIGHT AND 200.5 FT (61.1 M) SW OF ANOTHER RUNWAY
 OF2756'LIGHT.  THE MARK IS A TOPO DISK STAMPED ARP 2 1971 ART IN THE TOP OF A
 OF2756'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 OF2756
 OF2756                          STATION RECOVERY (1992)
 OF2756
 OF2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OF2756'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF WATERTOWN, 3.2
 OF2756'KM (2.00 MI) SOUTH OF DEXTER, AT THE WATERTOWN NEW YORK INTERNATIONAL
 OF2756'AIRPORT, IN THE SOUTH ANGLE OF THE INTERSECTION OF THE RUNWAYS AND ON
 OF2756'THE EXTENDED CENTER OF THE MAIN CONNECTING TAXIWAY THAT LEADS SOUTH
 OF2756'FROM THE AIRPORT ADMINISTRATION BUILDING TO THE INTERSECTION OF THE
 OF2756'RUNWAYS.  OWNERSHIP--CITY OF WATERTOWN, C/O AIRPORT MANAGER HUGH DE
 OF2756'LONG, 1 WATERTOWN INTL AIRPORT, DEXTER NY 13601, PHONE 315-639-6247,
 OF2756'FAX 315-639-6096, SHOP PHONE 315-639-3809.
 OF2756'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 OF2756'STATE ROUTE HIGHWAY 12F, EXIT 46, AT THE WEST END OF WATERTOWN, GO
 OF2756'WEST FOR 6.6 KM (4.10 MI) ON HIGHWAY 12F TO THE PAVED AIRPORT
 OF2756'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.3 KM
 OF2756'(0.20 MI) ON THE AIRPORT ENTRANCE DRIVE TO A LOCKED GATE AT THE WEST
 OF2756'END OF THE AIRPORT TERMINAL BUILDING.  CONTINUE STRAIGHT AHEAD AND GO
 OF2756'SOUTH FOR 0.25 KM (0.15 MI) , PASSING THROUGH GATE AND ACROSS THE
 OF2756'APRON, ON THE MAIN CONNECTING TAXIWAY AND ACROSS THE INTERSECTION OF
 OF2756'THE TWO ASPHALT RUNWAYS TO THE STATION STRAIGHT AHEAD IN THE GRASSY
 OF2756'AREA.
 OF2756'THE STAION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 OF2756'MONUMENT 27 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 95.2 M
 OF2756'(312.3 FT) NORTH FROM THE NORTH CORNER OF THE CONCRETE BASE FOR THE
 OF2756'WIND TETRAHEDRON, 34.1 M (111.9 FT) SOUTHEAST FROM THE FIRST RUNWAY
 OF2756'LIGHT TO THE WEST OF THE INTERSECTION OF THE RUNWAYS, 28.5 M
 OF2756'(93.5 FT) SOUTH FROM THE FIRST RUNWAY LIGHT TO THE EAST OF THE RUNWAY
 OF2756'INTERSECTION AND 27.4 M (89.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 OF2756'A ROUND METAL DRAIN COVER.
 OF2756
 OF2756                          STATION RECOVERY (1995)
 OF2756
 OF2756'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 OF2756'RECOVERED AS DESCRIBED.
 OF2756
 OF2756                          STATION RECOVERY (1996)
 OF2756
 OF2756'RECOVERY NOTE BY NY DEPT OF TRANSP 1996 (KDS)
 OF2756'RECOVERED AS DESCRIBED.
 OF2756
 OF2756                          STATION RECOVERY (1996)
 OF2756
 OF2756'RECOVERY NOTE BY NY DEPT OF TRANSP 1996
 OF2756'RECOVERED AS DESCRIBED.
 OF2756
 OF2756                          STATION RECOVERY (1999)
 OF2756
 OF2756'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF2756'RECOVERED IN GOOD CONDITION.
 OF2756
 OF2756                          STATION RECOVERY (2001)
 OF2756
 OF2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (MLM)
 OF2756'THE STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) WEST OF WATERTOWN, 2.0
 OF2756'MI (3.2 KM) SOUTH OF
 OF2756'DEXTER, AT THE WATERTOWN NEW YORK INTERNATIONAL AIRPORT, IN THE SOUTH
 OF2756'ANGLE OF THE
 OF2756'INTERSECTION OF THE RUNWAYS AND ON THE EXTENDED CENTER OF THE MAIN
 OF2756'CONNECTING
 OF2756'TAXIWAY THAT LEADS SOUTH FROM THE AIRPORT ADMINISTRATION BUILDING TO
 OF2756'THE INTERSECTION
 OF2756'OF THE RUNWAYS.  OWNERSHIP--CITY OF WATERTOWN, C/O AIRPORT ASST
 OF2756'MANAGER JERRY
 OF2756'MCCONNEL, 1 WATERTOWN INL AIRPORT, DEXTER NY 13601, PHONE
 OF2756'315-639-3809, FAX 315-639-6096.
 OF2756'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 OF2756'STATE ROUTE
 OF2756'HIGHWAY 12F, EXIT 46, AT THE WEST END OF WATERTOWN, GO WEST FOR 4.10
 OF2756'MI (6.60 KM) ON
 OF2756'HIGHWAY 12F TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT
 OF2756'AND GO SOUTH
 OF2756'FOR 0.20 MI (0.32 KM) ON THE AIRPORT ENTRANCE DRIVE TO A LOCKED GATE
 OF2756'AT THE WEST END OF
 OF2756'THE AIRPORT TERMINAL BUILDING. CONTINUE STRAIGHT AHEAD AND GO SOUTH
 OF2756'FOR 0.15 MI, (0.24 KM)
 OF2756'PASSING THROUGH GATE AND ACROSS THE APRON, ON THE MAIN CONNECTING
 OF2756'TAXIWAY AND
 OF2756'ACROSS THE INTERSECTION OF THE TWO ASPHALT RUNWAYS TO THE STATION
 OF2756'STRAIGHT AHEAD IN
 OF2756'THE GRASSY AREA.  THE STATION IS A STANDARD CGS DIK SET IN THE TOP OF
 OF2756'A ROUND CONCRETE
 OF2756'MONUMENT 27 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 312.3 FT
 OF2756'(95.2 M) NORTH FROM
 OF2756'THE NORTH CORNER OF THE CONCRETE BASE FOR THE WIND TETRAHEDRON, 111.9
 OF2756'FT (34.1 M)
 OF2756'SOUTHEAST FROM THE FIRST RUNWAY LIGHT TO THE WEST OF THE INTERSECTION
 OF2756'OF THE
 OF2756'RUNWAYS, 93.5 FT (28.5 M) SOUTH FROM THE FIRST RUNWAY LIGHT TO THE
 OF2756'EAST OF THE RUNWAY
 OF2756'INTERSECTION AND 89.9 FT (27.4 M) SOUTH-SOUTHEAST FROM THE CENTER OF A
 OF2756'ROUND METAL DRAIN
 OF2756'COVER.
 OF2756'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0605 ***********************************************************************
 KU0605  DESIGNATION -  ARP FRG
 KU0605  PID         -  KU0605
 KU0605  STATE/COUNTY-  NY/SUFFOLK
 KU0605  USGS QUAD   -  AMITYVILLE (1979)
 KU0605
 KU0605                         *CURRENT SURVEY CONTROL
 KU0605  ___________________________________________________________________
 KU0605* NAD 83(1986)-  40 43 45.     (N)    073 24 44.     (W)     SCALED    
 KU0605* NAVD 88     -        20.646  (meters)      67.74   (feet)  ADJUSTED  
 KU0605  ___________________________________________________________________
 KU0605  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU0605  DYNAMIC HT  -          20.638 (meters)      67.71  (feet)  COMP
 KU0605  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU0605
 KU0605  VERT ORDER  -  SECOND    CLASS 0
 KU0605
 KU0605.This mark is at Republic Airport (FRG)
 KU0605
 KU0605.The horizontal coordinates were scaled from a topographic map and have
 KU0605.an estimated accuracy of +/- 6 seconds.
 KU0605
 KU0605.The orthometric height was determined by differential leveling
 KU0605.and adjusted by the National Geodetic Survey in June 1991..
 KU0605
 KU0605.The geoid height was determined by GEOID03.
 KU0605
 KU0605.The dynamic height is computed by dividing the NAVD 88
 KU0605.geopotential number by the normal gravity value computed on the
 KU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0605.degrees latitude (g = 980.6199 gals.).
 KU0605
 KU0605.The modeled gravity was interpolated from observed gravity values.
 KU0605
 KU0605;                    North         East    Units  Estimated Accuracy
 KU0605;SPC NY L     -    62,630.      349,650.      MT  (+/- 180 meters Scaled)
 KU0605
 KU0605                          SUPERSEDED SURVEY CONTROL
 KU0605
 KU0605.No superseded survey control is available for this station.
 KU0605
 KU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL340099(NAD 83)
 KU0605_MARKER: DD = SURVEY DISK
 KU0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0605_STAMPING: ARP FRG 1975
 KU0605_MARK LOGO: NOS   
 KU0605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0605
 KU0605  HISTORY     - Date     Condition        Report By
 KU0605  HISTORY     - 1975     MONUMENTED       NOS
 KU0605  HISTORY     - 19880715 GOOD             NGS
 KU0605  HISTORY     - 20041003 GOOD             USPSQD
 KU0605
 KU0605                          STATION DESCRIPTION
 KU0605
 KU0605'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KU0605'AT EAST FARMINGDALE.
 KU0605'THIS MARK IS LOCATED AT THE GEOMETRIC CENTER OF THE REPUBLIC
 KU0605'AIRPORT AT EAST FARMINGDALE, NEW YORK.  IT IS LOCATED IN THE GRASS
 KU0605'AREA, ABOUT 500 FEET EAST OF THE INTERSECTION OF THE RUNWAYS.  IT
 KU0605'IS 256.0 FEET SE OF RUNWAY MARKER BOARD 3, 194.1 FEET EAST OF
 KU0605'RUNWAY LIGHT 45, 139.2 FEET SW OF TAXIWAY LIGHT DD 10 AND IN LINE
 KU0605'WITH OPPOSITE TAXIWAY LIGHTS, 99.1 FEET NORTH OF RUNWAY LIGHT 47.
 KU0605'A STANDARD NOS DISK SET IN THE TOP OF AN 11 INCH CONCRETE POST
 KU0605'FLUSH WITH THE GROUND AND STAMPED ARP FRG 1975.
 KU0605
 KU0605                          STATION RECOVERY (1988)
 KU0605
 KU0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAH)
 KU0605'THE STATION IS LOCATED AT THE CENTER OF THE AIRPORT ABOUT 500 FT
 KU0605'(152.4 M) EAST OF THE INTERSECTION OF RWYS 1-19 AND 14-32.  IT IS
 KU0605'139.2 FT (42.4 M) SOUTHWEST OF TAXIWAY LIGHT DD10 AND ON RANGE WITH IT
 KU0605'AND ITS OPPOSITE.  IT IS 99.1 FT (30.2 M) NORTH OF THE FIRST RUNWAY
 KU0605'LIGHT SOUTHEAST OF TAXIWAY G, 81.2 FT (24.7 M) EAST OF THE THIRD
 KU0605'TAXIWAY LIGHT NORTH OF RUNWAY 14-32 AND 55.9 FT (17.0 M) WEST OF THE
 KU0605'CENTER OF A RECTANGULAR STEEL DRAIN.  IT IS AN NOS DISK STAMPED ARP
 KU0605'FRG 1975 AND SET IN THE TOP OF AN 11 INCH CONCRETE POST FLUSH WITH THE
 KU0605'GROUND.
 KU0605
 KU0605                          STATION RECOVERY (2004)
 KU0605
 KU0605'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7500 ***********************************************************************
 LX7500  PACS        -  This is a Primary Airport Control Station.
 LX7500  DESIGNATION -  ARP HPN
 LX7500  PID         -  LX7500
 LX7500  STATE/COUNTY-  NY/WESTCHESTER
 LX7500  USGS QUAD   -  GLENVILLE (1971)
 LX7500
 LX7500                         *CURRENT SURVEY CONTROL
 LX7500  ___________________________________________________________________
 LX7500* NAD 83(1996)-  41 04 00.55749(N)    073 42 31.52831(W)     ADJUSTED  
 LX7500* NAVD 88     -       122.04   (meters)     400.4    (feet)  GPS OBS   
 LX7500  ___________________________________________________________________
 LX7500  X           -   1,350,924.878 (meters)                     COMP
 LX7500  Y           -  -4,622,425.519 (meters)                     COMP
 LX7500  Z           -   4,168,080.993 (meters)                     COMP
 LX7500  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 LX7500  ELLIP HEIGHT-          91.42  (meters)          (02/26/03) GPS OBS
 LX7500  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX7500
 LX7500  HORZ ORDER  -  B
 LX7500  ELLP ORDER  -  FOURTH    CLASS I
 LX7500
 LX7500.This mark is at Westchester County Airport (HPN)
 LX7500
 LX7500.The horizontal coordinates were established by GPS observations
 LX7500.and adjusted by the National Geodetic Survey in April 2002..
 LX7500
 LX7500.The orthometric height was determined by GPS observations and a
 LX7500.high-resolution geoid model.
 LX7500
 LX7500.GPS derived orthometric heights for airport stations designated as
 LX7500.PACS or SACS are published to 2 decimal places.  This maintains
 LX7500.centimeter relative accuracy between the PACS and SACS.  It does
 LX7500.not indicate centimeter accuracy relative to other marks which are
 LX7500.part of the NAVD 88 network.
 LX7500
 LX7500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7500
 LX7500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7500
 LX7500.The ellipsoidal height was determined by GPS observations
 LX7500.and is referenced to NAD 83.
 LX7500
 LX7500.The geoid height was determined by GEOID03.
 LX7500
 LX7500;                    North         East     Units Scale Factor Converg.
 LX7500;SPC NY E     -   248,269.307   216,497.669   MT  0.99995441   +0 31 11.3
 LX7500;SPC NY E     -   814,530.22    710,292.77   sFT  0.99995441   +0 31 11.3
 LX7500;SPC CT       -   178,777.825   224,217.215   MT  1.00001612   -0 38 08.6
 LX7500;SPC CT       -   586,540.25    735,619.31   sFT  1.00001612   -0 38 08.6
 LX7500;UTM  18      - 4,546,978.079   608,486.968   MT  0.99974485   +0 50 54.1
 LX7500
 LX7500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7500!SPC NY E     -   0.99998566  x   0.99995441  =   0.99994007
 LX7500!SPC CT       -   0.99998566  x   1.00001612  =   1.00000178
 LX7500!UTM  18      -   0.99998566  x   0.99974485  =   0.99973051
 LX7500
 LX7500                          SUPERSEDED SURVEY CONTROL
 LX7500
 LX7500  ELLIP H (04/17/02)   91.42   (m)                       GP(       ) 1 1
 LX7500  NAD 83(1996)-  41 04 00.55461(N)    073 42 31.52940(W) AD(       ) 3
 LX7500  ELLIP H (01/11/99)   91.51   (m)                       GP(       ) 4 1
 LX7500  NAD 83(1996)-  41 04 00.55063(N)    073 42 31.52817(W) AD(       ) 3
 LX7500  NAD 83(1992)-  41 04 00.55175(N)    073 42 31.52863(W) AD(       ) 3
 LX7500  NAD 83(1986)-  41 04 00.55351(N)    073 42 31.53303(W) AD(       ) 3
 LX7500  NAD 27      -  41 04 00.19288(N)    073 42 33.05763(W) AD(       ) 3
 LX7500  NGVD 29 (04/21/89)  122.6    (m)          402.     (f) GPS OBS        
 LX7500
 LX7500.Superseded values are not recommended for survey control.
 LX7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7500.See file dsdata.txt to determine how the superseded data were derived.
 LX7500
 LX7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0848746978(NAD 83)
 LX7500_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX7500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7500_SP_SET: SQUARE CONCRETE MONUMENT
 LX7500_STAMPING: ARP 1963
 LX7500_MARK LOGO: CGS   
 LX7500_PROJECTION: FLUSH
 LX7500_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7500+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 LX7500
 LX7500  HISTORY     - Date     Condition        Report By
 LX7500  HISTORY     - 1963     MONUMENTED       CGS
 LX7500  HISTORY     - 19880722 GOOD             NGS
 LX7500  HISTORY     - 19900615 GOOD             NGS
 LX7500  HISTORY     - 20010801 GOOD             NGS
 LX7500
 LX7500                          STATION DESCRIPTION
 LX7500
 LX7500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LX7500'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LX7500'FOLLOWS.
 LX7500'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF WHITE
 LX7500'PLAINS, 0.6 KM (0.35 MI) WEST-SOUTHWEST OF THE CONNECTICUT STATE LINE,
 LX7500'AT THE WESTCHESTER COUNTY AIRPORT, NEAR THE SOUTHEAST ANGLE OF THE
 LX7500'TRIANGLE FORMED BY THE THREE RUNWAYS.
 LX7500'OWNERSHIP--WESTCHESTER COUNTY, C/O AIRPORT MANAGER JOEL RUSSELL,
 LX7500'WESTCHESTER COUNTY AIRPORT, WHITE PLAINS NY 10604.  PHONE 914
 LX7500'946-9000.
 LX7500'TO REACH THE STATION FROM THE JUNCITON OF INTERSTATE HIGHWAY 684 AND
 LX7500'AIRPORT ROAD, EXIT 2 FOR WESTCHESTER AIRPORT AND STATE HIGHWAY 120, GO
 LX7500'EAST FOR 0.1 KM (0.05 MI) ON AIRPORT ROAD FROM THE OVERPASS OVER
 LX7500'INTERSTATE HIGHWAY 684 TO THE JUNCTION OF STATE HIGHWAY 120 AT A
 LX7500'TRAFFIC LIGHT.  CONTINUE STRAIGHT AHEAD AND GO EAST AND SOUTHEAST FOR
 LX7500'1.4 KM (0.85 MI) ON AIRPORT ROAD TO THE AUTOMATIC TICKET GATE AT THE
 LX7500'ENTRANCE TO THE AIRPORT.  CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 LX7500'0.4 KM (0.25 MI) ON THE PAVED PARKING LOT TO THE MAIN TERMINAL
 LX7500'BUILDING AND AIRPORT MANAGERS OFFICE IN THE NORTH END ON THE RIGHT.
 LX7500'ASSISTANT MANAGER WILL HAVE SOMEONE ESCORT PERSONNEL ONTO THE FIELD.
 LX7500'THE STATION IS A STANDARD CGS DISK SET INTO THE TOP OF A SQUARE
 LX7500'CONCRETE MONUMENT 24 CM ON A SIDE RECESSED 3 CM BELOW GROUND.  LOCATED
 LX7500'92.9 M (304.8 FT) NORTHWEST FROM THE FOURTH WHITE RUNWAY LIGHT ON THE
 LX7500'NORTH SIDE OF RUNWAY 11-29 FROM THE JUNCTION OF RUNWAYS 11-29 AND
 LX7500'16-34, 78.5 M (257.5 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE
 LX7500'OF RUNWAY 11-29, 78.4 M (257.2 FT) NORTHEAST FROM THE FIFTH RUNWAY
 LX7500'LIGHT FROM THE JUNCTION OF THE RUNWAYS, 25.5 M (83.7 FT)
 LX7500'NORTH-NORTHEAST FROM A GRAVEL LINE PARALLEL TO RUNWAY 11-29, AND 0.5 M
 LX7500'(1.6 FT) SOUTHEAST FROM A WOODEN WITNESS POST WITH A METAL WITNESS
 LX7500'SIGN ATTACHED.
 LX7500'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LX7500
 LX7500                          STATION RECOVERY (1990)
 LX7500
 LX7500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LX7500'STATION IS LOCATED AT THE WESTCHESTER COUNTY AIRPORT INSIDE THE
 LX7500'TRIANGLE FORMED BY THE THREE RUNWAYS.  IT IS 257.5 FT (78.5 M) NE OF
 LX7500'RUNWAY EDGE 11-29, 304.7 FT (92.9 M) NW OF 4TH RWY LT FROM
 LX7500'INTERSECTION OF RWYS 11-29 AND 16-34, 257.1 FT (78.4 M) NE OF THE 5TH
 LX7500'RWY LT, 83.7 FT (25.5 M) NNE OF GRAVEL LINE PARALLEL TO RWY 11-29 AND
 LX7500'1.7 FT (0.5 M) SE OF WITNESS POST.  (WOODEN) MARK IS A STANDARD TOPO
 LX7500'DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED, ARP
 LX7500'1963.
 LX7500
 LX7500                          STATION RECOVERY (2001)
 LX7500
 LX7500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 LX7500'THE STATION IS LOCATED ABOUT 5.0 KM NORTHEAST OF WHITE PLAINS, ON
 LX7500'THE WESTCHESTER COUNTY AIRORT, ON THE EAST SIDE OF A GRASS
 LX7500'TRIANGLE FORMED BY RUNWAY 11-29 ON THE SOUTHWEST SIDE, TAXIWAY L
 LX7500'ON THE EAST SIDE AND TAXIWAY F ON THE NORTH,
 LX7500'OWNERSHIP--WESTCHESTER COUNTY AIRPORT, 240 AIRPORT ROAD, SUITE
 LX7500'202, WHITE PLAINS, NY. 10604.  CONTACT MR. JOHN STARACE, AIRPORT
 LX7500'OPERATIONS SUPERVISOR, AT 914-995-4850 FOR ACCESS TO AIRPORT.  TO
 LX7500'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 684
 LX7500'AND AIRPORT ROAD ( EXIT 2 ), IN WHITE PLAINS, GO 0.1 KM EAST ON
 LX7500'AIRPORT
 LX7500'ROAD FROM THE OVERPASS OF INTERSTATE HIGHWAY 684, TO THE
 LX7500'JUNCTION OF STATE HIGHWAY 120, CONTINUE ON AIRPORT ROAD EAST THEN
 LX7500'SOUTHEAST FOR 1.8 KM TO THE MAIN TERMINAL, PASS THRU THE GATE AT
 LX7500'THE NORTH END OF THE TERMINAL, GO 0.4 KM WEST ON AN APRON, AND
 LX7500'ALONG TAXIWAY F CROSSING RUNWAY 16-34 AND TAXIWAY L TO THE
 LX7500'STATION ON THE LEFT.  THE STATION IS A STANDARD CGS DISK SET INTO
 LX7500'THE TOP OF A SQUARE CONCRETE MONUMENT, 29.0 METERS SOUTH OF THE
 LX7500'WEST END OF TAXIWY SIGN LF, 24.5 METERS WEST OF THE WEST EDGE OF
 LX7500'TAXIWAY L, 1.9 METERS SOUTHEAST OF AN EXTENED LINE WITH THE 2ND
 LX7500'PAIR OF RUNWAY LIGHTS NORTHWEST OF THE 2000-FOOT SIGN FOR
 LX7500'RUNWAY 11, 1.0 METER NORTH OF A WITNESS POST, 0.8 METER ABOVE THE
 LX7500'LEVEL OF THE TAXIWAY.  NOTE--THIS IS A PRIMARY AIRPORT CONTROL
 LX7500'STATION.
 LX7500' 
 LX7500' 
 LX7500'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1785 ***********************************************************************
 OE1785  DESIGNATION -  ART STONE WORKS F C S 1942
 OE1785  PID         -  OE1785
 OE1785  STATE/COUNTY-  NY/FULTON
 OE1785  USGS QUAD   -  GLOVERSVILLE (1970)
 OE1785
 OE1785                         *CURRENT SURVEY CONTROL
 OE1785  ___________________________________________________________________
 OE1785* NAD 83(1996)-  43 02 34.04676(N)    074 20 19.05761(W)     ADJUSTED  
 OE1785* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 OE1785  ___________________________________________________________________
 OE1785  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OE1785  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 OE1785
 OE1785  HORZ ORDER  -  SECOND
 OE1785
 OE1785.The horizontal coordinates were established by classical geodetic methods
 OE1785.and adjusted by the National Geodetic Survey in January 1999..
 OE1785
 OE1785.The orthometric height was scaled from a topographic map.
 OE1785
 OE1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1785
 OE1785.The geoid height was determined by GEOID03.
 OE1785
 OE1785;                    North         East     Units Scale Factor Converg.
 OE1785;SPC NY E     -   467,437.866   163,148.053   MT  0.99990213   +0 06 36.5
 OE1785;SPC NY E     - 1,533,585.73    535,261.57   sFT  0.99990213   +0 06 36.5
 OE1785;UTM  18      - 4,765,778.874   553,870.074   MT  0.99963570   +0 27 05.1
 OE1785
 OE1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1785!SPC NY E     -   0.99995935  x   0.99990213  =   0.99986148
 OE1785!UTM  18      -   0.99995935  x   0.99963570  =   0.99959506
 OE1785
 OE1785                          SUPERSEDED SURVEY CONTROL
 OE1785
 OE1785  NAD 83(1986)-  43 02 34.05018(N)    074 20 19.05862(W) AD(       ) 2
 OE1785  NAD 27      -  43 02 33.78690(N)    074 20 20.57512(W) AD(       ) 2
 OE1785
 OE1785.Superseded values are not recommended for survey control.
 OE1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1785.See file dsdata.txt to determine how the superseded data were derived.
 OE1785
 OE1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5387065779(NAD 83)
 OE1785_MARKER: DD = SURVEY DISK
 OE1785_SETTING: 0 = UNSPECIFIED SETTING
 OE1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1785
 OE1785  HISTORY     - Date     Condition        Report By
 OE1785  HISTORY     - 1942     MONUMENTED       NY-035
 OE1785
 OE1785                          STATION DESCRIPTION
 OE1785
 OE1785'DESCRIBED BY FULTON COUNTY NEW YORK 1942 (KBJ)
 OE1785'THIS TRAVERSE STATION IS LOCATED ABOUT 0.75 MILE SE OF THE CENTER
 OE1785'OF GLOVERSVILLE, ON THE SUMMIT OF A LOW HILL IN SE EDGE OF
 OE1785'GLOVERSVILLE, ON LAND OWNED BY THE ART STONE WORKS AND IS 53.53
 OE1785'FEET E OF STATION GLOVERSVILLE.  THE DISK IS A 2-1/2 INCH BRONZE
 OE1785'PLATE STAMPED TRI. STATION ART STONE WKS. EST. BY FULTON COUNTY
 OE1785'SET IN A 6- BY 6-INCH GRANITE POST.
 OE1785'
 OE1785'TO REACH STATION FROM THE INTERSECTION OF FULTON AND MAIN STREETS
 OE1785'IN GLOVERSVILLE, GO E ON E FULTON STREET 0.65 MILE TO TRAFFIC
 OE1785'LIGHT AT INTERSECTION WITH SOUTH KINGSBORO AVENUE, TURN RIGHT
 OE1785'ON SOUTH KINGSBORO AVENUE AND GO 0.6 MILE TO TRACK ROAD RIGHT,
 OE1785'TURN RIGHT ON TRACK ROAD AND GO 0.15 MILE AROUND THE GRAVEL PIT
 OE1785'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2286 ***********************************************************************
 KU2286  DESIGNATION -  ARTHUR
 KU2286  PID         -  KU2286
 KU2286  STATE/COUNTY-  NY/SUFFOLK
 KU2286  USGS QUAD   -  PATCHOGUE (1967)
 KU2286
 KU2286                         *CURRENT SURVEY CONTROL
 KU2286  ___________________________________________________________________
 KU2286* NAD 83(1996)-  40 47 22.71920(N)    073 06 08.18616(W)     ADJUSTED  
 KU2286* NAVD 88     -        46.57   (+/-2cm)     152.8    (feet)  VERTCON   
 KU2286  ___________________________________________________________________
 KU2286  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KU2286  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU2286
 KU2286  HORZ ORDER  -  FIRST
 KU2286  VERT ORDER  -  THIRD ? (See Below)
 KU2286
 KU2286.This mark is at Long Island Mac Arthur Airport (ISP)
 KU2286
 KU2286.The horizontal coordinates were established by classical geodetic methods
 KU2286.and adjusted by the National Geodetic Survey in January 1999..
 KU2286
 KU2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2286.The vertical order pertains to the NGVD 29 superseded value.
 KU2286
 KU2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2286
 KU2286.The geoid height was determined by GEOID03.
 KU2286
 KU2286;                    North         East     Units Scale Factor Converg.
 KU2286;SPC NY L     -    69,567.505   375,768.299   MT  0.99999545   +0 35 13.9
 KU2286;SPC NY L     -   228,239.39  1,232,833.16   sFT  0.99999545   +0 35 13.9
 KU2286;UTM  18      - 4,517,138.583   660,112.354   MT  0.99991554   +1 14 24.1
 KU2286
 KU2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2286!SPC NY L     -   0.99999757  x   0.99999545  =   0.99999302
 KU2286!UTM  18      -   0.99999757  x   0.99991554  =   0.99991311
 KU2286
 KU2286:                Primary Azimuth Mark                     Grid Az
 KU2286:SPC NY L     -  HOLBROOK WATER TANK                      122 29 12.3
 KU2286:UTM  18      -  HOLBROOK WATER TANK                      121 50 02.1
 KU2286
 KU2286|---------------------------------------------------------------------|
 KU2286| PID    Reference Object                     Distance      Geod. Az  |
 KU2286|                                                           dddmmss.s |
 KU2286| KU2253 HOLBROOK WATER TANK                 APPROX. 3.7 KM 1230426.2 |
 KU2286| KU2254 SAYVILLE INCINERATOR STACK          APPROX. 2.0 KM 1242749.2 |
 KU2286| KU2258 MAC ARTHUR APT ARTCC CEN TOWER      APPROX. 0.8 KM 1423159.0 |
 KU2286| CB6582 ARTHUR AZ MK                                       1543819.6 |
 KU2286| KU2257 BOHEMIA ATT RELAY TOWER             APPROX. 1.3 KM 1575926.4 |
 KU2286|---------------------------------------------------------------------|
 KU2286
 KU2286                          SUPERSEDED SURVEY CONTROL
 KU2286
 KU2286  NAD 83(1996)-  40 47 22.72138(N)    073 06 08.18612(W) AD(       ) 1
 KU2286  NAD 83(1992)-  40 47 22.72033(N)    073 06 08.18567(W) AD(       ) 1
 KU2286  NAD 83(1986)-  40 47 22.72355(N)    073 06 08.18713(W) AD(       ) 1
 KU2286  NAD 27      -  40 47 22.37203(N)    073 06 09.78525(W) AD(       ) 1
 KU2286  NGVD 29 (07/19/86)   46.90   (m)          153.9    (f) LEVELING    3  
 KU2286
 KU2286.Superseded values are not recommended for survey control.
 KU2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2286.See file dsdata.txt to determine how the superseded data were derived.
 KU2286
 KU2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6011217139(NAD 83)
 KU2286_MARKER: DS = TRIANGULATION STATION DISK
 KU2286_SETTING: 0 = UNSPECIFIED SETTING
 KU2286
 KU2286  HISTORY     - Date     Condition        Report By
 KU2286  HISTORY     - 1967     MONUMENTED       CGS
 KU2286  HISTORY     - 1968     GOOD             NGS
 KU2286  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KU2286
 KU2286                          STATION DESCRIPTION
 KU2286
 KU2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2286'THE STATION IS LOCATED IN ISLIP TOWN ABOUT 5 MILES NORTH-NORTHWEST
 KU2286'OF PATCHOGUE AND AT THE MAC ARTHUR AIRPORT ON THE ROOF OF THE
 KU2286'CONTROL TOWER BUILDING.
 KU2286'
 KU2286'THE STATION MARK IS A STANDARD DISK WITH STEM REMOVED STAMPED
 KU2286'ARTHUR 1967, TARRED TO THE ROOF.  A 5-INCH COPPER STOVE PIPE WITH
 KU2286'CAP COVERS THE DISK.  THE PIPE PROJECTS 5 INCHES ABOVE THE ROOF
 KU2286'SURFACE.  IT IS 26 FEET EAST OF THE SOUTHWEST CORNER OF ROOF,
 KU2286'19.2 FEET WEST-NORTHWEST OF SOUTHEAST CORNER OF ROOF, 3.0 FEET
 KU2286'NORTH OF THE SOUTH EDGE OF ROOF, 2.3 FEET WEST-NORTHWEST OF THE
 KU2286'SOUTHEAST CORNER POST OF THE GUARD RAIL AND ABOUT THE SAME
 KU2286'LEVEL AS THE CONTROL TOWER CAB.
 KU2286'
 KU2286'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARTHUR 1967, SET
 KU2286'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2286'FLUSH WITH THE GROUND.  IT IS 39 FEET WEST OF THE CENTER OF THE
 KU2286'NORTH BOUND TRAFFIC LANES OF JOHNSON AVENUE, 23 FEET
 KU2286'SOUTH-SOUTHEAST OF THE NORTH END OF MEDIAN, 23 FEET EAST OF THE
 KU2286'CENTER OF THE SOUTH BOUND TRAFFIC LANES OF JOHNSON AVENUE, 10
 KU2286'FEET SOUTH OF A METAL STREET SIGN AND 2.7 FEET NORTHWEST OF A
 KU2286'METAL WITNESS POST.
 KU2286'
 KU2286'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN A SOUTHERLY
 KU2286'DIRECTION ON THE MAIN ENTRANCE AND EXIT ROAD TO THE AIRPORT FOR
 KU2286'0.55 MILE TO THE JUNCTION OF VETERANS MEMORIAL HIGHWAY AND
 KU2286'JOHNSON AVENUE AND THE MARK IN THE MEDIAN ON THE SOUTHWEST SIDE
 KU2286'OF VETERANS MEMORIAL HIGHWAY.
 KU2286'
 KU2286'NOTE--NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 KU2286'
 KU2286'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KU2286
 KU2286                          STATION RECOVERY (1968)
 KU2286
 KU2286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 (WMR)
 KU2286'THE STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 KU2286
 KU2286                          STATION RECOVERY (1975)
 KU2286
 KU2286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 KU2286'THE STATION WAS DESTROYED WHEN THE ROOF OF THE CONTROL TOWER
 KU2286'CAB WAS RE-BUILT.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 KU2286'
 KU2286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2286'AT MAC ARTHUR AIRPORT, ISLIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4640 ***********************************************************************
 KV4640  DESIGNATION -  ARTHUR KILL GULF REFIN CO CHIM
 KV4640  PID         -  KV4640
 KV4640  STATE/COUNTY-  NY/RICHMOND
 KV4640  USGS QUAD   -  ARTHUR KILL (1981)
 KV4640
 KV4640                         *CURRENT SURVEY CONTROL
 KV4640  ___________________________________________________________________
 KV4640* NAD 83(1996)-  40 37 20.17219(N)    074 11 25.69518(W)     ADJUSTED  
 KV4640* NAVD 88     -                                                        
 KV4640  ___________________________________________________________________
 KV4640  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV4640  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4640
 KV4640  HORZ ORDER  -  THIRD
 KV4640
 KV4640.The horizontal coordinates were established by classical geodetic methods
 KV4640.and adjusted by the National Geodetic Survey in January 1999..
 KV4640
 KV4640
 KV4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4640
 KV4640.The geoid height was determined by GEOID03.
 KV4640
 KV4640;                    North         East     Units Scale Factor Converg.
 KV4640;SPC NY L     -    50,610.198   283,883.528   MT  1.00000277   -0 07 28.5
 KV4640;SPC NY L     -   166,043.62    931,374.54   sFT  1.00000277   -0 07 28.5
 KV4640;SPC NJ       -   198,650.806   176,187.795   MT  0.99990844   +0 12 05.5
 KV4640;SPC NJ       -   651,740.19    578,042.79   sFT  0.99990844   +0 12 05.5
 KV4640;UTM  18      - 4,497,141.769   568,470.182   MT  0.99965770   +0 31 37.5
 KV4640
 KV4640                          SUPERSEDED SURVEY CONTROL
 KV4640
 KV4640  NAD 83(1986)-  40 37 20.17104(N)    074 11 25.69266(W) AD(       ) 4
 KV4640  NAD 27      -  40 37 19.80000(N)    074 11 27.16900(W) AD(       ) 3
 KV4640
 KV4640.Superseded values are not recommended for survey control.
 KV4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4640.See file dsdata.txt to determine how the superseded data were derived.
 KV4640
 KV4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6847097142(NAD 83)
 KV4640_MARKER: 85 = CHIMNEY
 KV4640
 KV4640  HISTORY     - Date     Condition        Report By
 KV4640  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4640  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 KV4640  HISTORY     - 19960721 MARK NOT FOUND   USPSQD
 KV4640
 KV4640                          STATION DESCRIPTION
 KV4640
 KV4640'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4640'THE PROMINENT, LONE CHIMNEY, IN NW STATEN ISLAND, APPROXIMATELY
 KV4640'1/2 MILE E OF ARTHUR KILL AND 1/2 MILE S OF FOREST AVENUE, IN
 KV4640'GULF PORT, AT 5TH AND 8TH AVENUES, IN THE GULF REFINING COMPANYS
 KV4640'PROPERTY.  IT IS LOCATED NEAR THE SE CORNER OF THE POWER
 KV4640'HOUSE.  THE CHIMNEY IS AN ORDINARY, ROUND, RED BRICK TYPE HAVING
 KV4640'THE NAME GULF INLAID WITH WHITE BRICK ON ITS N SIDE.
 KV4640'
 KV4640'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 125 FEET ABOVE
 KV4640'GROUND.
 KV4640
 KV4640                          STATION RECOVERY (1995)
 KV4640
 KV4640'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4640'MARK NOT FOUND.
 KV4640
 KV4640                          STATION RECOVERY (1996)
 KV4640
 KV4640'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4617 ***********************************************************************
 KV4617  DESIGNATION -  ARTHUR KILL OAKLAND CHEM CHIM
 KV4617  PID         -  KV4617
 KV4617  STATE/COUNTY-  NY/RICHMOND
 KV4617  USGS QUAD   -  ARTHUR KILL (1981)
 KV4617
 KV4617                         *CURRENT SURVEY CONTROL
 KV4617  ___________________________________________________________________
 KV4617* NAD 83(1996)-  40 33 18.39863(N)    074 13 37.89859(W)     ADJUSTED  
 KV4617* NAVD 88     -                                                        
 KV4617  ___________________________________________________________________
 KV4617  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV4617  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4617
 KV4617  HORZ ORDER  -  THIRD
 KV4617
 KV4617.The horizontal coordinates were established by classical geodetic methods
 KV4617.and adjusted by the National Geodetic Survey in January 1999..
 KV4617
 KV4617
 KV4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4617
 KV4617.The geoid height was determined by GEOID03.
 KV4617
 KV4617;                    North         East     Units Scale Factor Converg.
 KV4617;SPC NY L     -    43,159.820   280,756.903   MT  1.00000808   -0 08 55.0
 KV4617;SPC NY L     -   141,600.18    921,116.61   sFT  1.00000808   -0 08 55.0
 KV4617;SPC NJ       -   191,183.486   173,103.919   MT  0.99990657   +0 10 38.5
 KV4617;SPC NJ       -   627,241.15    567,925.11   sFT  0.99990657   +0 10 38.5
 KV4617;UTM  18      - 4,489,658.949   565,429.523   MT  0.99965269   +0 30 08.9
 KV4617
 KV4617                          SUPERSEDED SURVEY CONTROL
 KV4617
 KV4617  NAD 83(1986)-  40 33 18.40048(N)    074 13 37.89339(W) AD(       ) 4
 KV4617  NAD 27      -  40 33 18.02500(N)    074 13 39.37200(W) AD(       ) 3
 KV4617
 KV4617.Superseded values are not recommended for survey control.
 KV4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4617.See file dsdata.txt to determine how the superseded data were derived.
 KV4617
 KV4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6543089659(NAD 83)
 KV4617_MARKER: 85 = CHIMNEY
 KV4617
 KV4617  HISTORY     - Date     Condition        Report By
 KV4617  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4617
 KV4617                          STATION DESCRIPTION
 KV4617
 KV4617'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4617'THE FAIRLY PROMINENT CHIMNEY, ON THE STATEN ISLAND SHORE OF
 KV4617'ARTHUR KILL, ON SMOKING POINT AT FOOT OF CHEMICAL LANE, IN THE
 KV4617'PLANT OF THE OAKLAND CHEMICAL WORKS, RISING FROM THE GROUND ON
 KV4617'THE W SIDE OF THE POWER HOUSE.  IT IS AN ORDINARY TYPE, ROUND,
 KV4617'YELLOW BRICK CHIMNEY ERECTED IN 1926.
 KV4617'
 KV4617'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE
 KV4617'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2555 ***********************************************************************
 KU2555  DESIGNATION -  ARTHURS FLAGSTAFF
 KU2555  PID         -  KU2555
 KU2555  STATE/COUNTY-  NY/SUFFOLK
 KU2555  USGS QUAD   -  NORTHPORT (1979)
 KU2555
 KU2555                         *CURRENT SURVEY CONTROL
 KU2555  ___________________________________________________________________
 KU2555* NAD 83(1996)-  40 55 26.67509(N)    073 21 09.76523(W)     ADJUSTED  
 KU2555* NAVD 88     -                                                        
 KU2555  ___________________________________________________________________
 KU2555  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KU2555  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 KU2555
 KU2555  HORZ ORDER  -  THIRD
 KU2555
 KU2555.The horizontal coordinates were established by classical geodetic methods
 KU2555.and adjusted by the National Geodetic Survey in January 1999..
 KU2555
 KU2555
 KU2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2555
 KU2555.The geoid height was determined by GEOID03.
 KU2555
 KU2555;                    North         East     Units Scale Factor Converg.
 KU2555;SPC NY L     -    84,309.468   354,521.364   MT  0.99999573   +0 25 24.2
 KU2555;SPC NY L     -   276,605.31  1,163,125.51   sFT  0.99999573   +0 25 24.2
 KU2555;SPC CT       -   162,655.007   254,031.547   MT  1.00003934   -0 23 58.7
 KU2555;SPC CT       -   533,643.97    833,435.17   sFT  1.00003934   -0 23 58.7
 KU2555;UTM  18      - 4,531,635.173   638,700.997   MT  0.99983678   +1 04 45.3
 KU2555
 KU2555                          SUPERSEDED SURVEY CONTROL
 KU2555
 KU2555  NAD 83(1996)-  40 55 26.67760(N)    073 21 09.76461(W) AD(       ) 4
 KU2555  NAD 83(1992)-  40 55 26.67700(N)    073 21 09.76284(W) AD(       ) 4
 KU2555  NAD 83(1986)-  40 55 26.67893(N)    073 21 09.76585(W) AD(       ) 4
 KU2555  NAD 27      -  40 55 26.33000(N)    073 21 11.35000(W) AD(       ) 3
 KU2555
 KU2555.Superseded values are not recommended for survey control.
 KU2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2555.See file dsdata.txt to determine how the superseded data were derived.
 KU2555
 KU2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3870131635(NAD 83)
 KU2555_MARKER: 83 = FLAGSTAFF
 KU2555
 KU2555  HISTORY     - Date     Condition        Report By
 KU2555  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2555
 KU2555                          STATION DESCRIPTION
 KU2555
 KU2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2555'STATION IS A WHITE FLAGSTAFF IN FRONT OF THE HOUSE OF MR. JOHN
 KU2555'ARTHUR, ON THE SOUTHWESTERN SIDE OF ASHAROKEN BEACH (FORMERLY
 KU2555'CALLED EAST BEACH) AT THE EASTERN END OF NORTHPORT BAY.  IT IS
 KU2555'NEAR THE JUNCTION OF THE BEACH WITH THE MAIN BODY OF LONG ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3356 ***********************************************************************
 KU3356  DESIGNATION -  ARVERNE 1940
 KU3356  PID         -  KU3356
 KU3356  STATE/COUNTY-  NY/QUEENS
 KU3356  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU3356
 KU3356                         *CURRENT SURVEY CONTROL
 KU3356  ___________________________________________________________________
 KU3356* NAD 83(1996)-  40 35 29.02269(N)    073 47 18.11422(W)     ADJUSTED  
 KU3356* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3356  ___________________________________________________________________
 KU3356  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 KU3356  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KU3356
 KU3356  HORZ ORDER  -  SECOND
 KU3356
 KU3356.The horizontal coordinates were established by classical geodetic methods
 KU3356.and adjusted by the National Geodetic Survey in January 1999..
 KU3356
 KU3356.The orthometric height was scaled from a topographic map.
 KU3356
 KU3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3356
 KU3356.The geoid height was determined by GEOID03.
 KU3356
 KU3356;                    North         East     Units Scale Factor Converg.
 KU3356;SPC NY L     -    47,185.766   317,915.524   MT  1.00000504   +0 08 18.3
 KU3356;SPC NY L     -   154,808.63  1,043,027.85   sFT  1.00000504   +0 08 18.3
 KU3356;UTM  18      - 4,494,105.091   602,528.230   MT  0.99972939   +0 47 18.4
 KU3356
 KU3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3356!SPC NY L     -   1.00000462  x   1.00000504  =   1.00000966
 KU3356!UTM  18      -   1.00000462  x   0.99972939  =   0.99973400
 KU3356
 KU3356:                Primary Azimuth Mark                     Grid Az
 KU3356:SPC NY L     -  SEASIDE                                  256 44 49.7
 KU3356:UTM  18      -  SEASIDE                                  256 05 49.6
 KU3356
 KU3356|---------------------------------------------------------------------|
 KU3356| PID    Reference Object                     Distance      Geod. Az  |
 KU3356|                                                           dddmmss.s |
 KU3356| KU3358 SEASIDE                             APPROX. 3.1 KM 2565308.0 |
 KU3356|---------------------------------------------------------------------|
 KU3356
 KU3356                          SUPERSEDED SURVEY CONTROL
 KU3356
 KU3356  NAD 83(1986)-  40 35 29.02544(N)    073 47 18.11227(W) AD(       ) 2
 KU3356  NAD 27      -  40 35 28.64800(N)    073 47 19.62900(W) AD(       ) 2
 KU3356
 KU3356.Superseded values are not recommended for survey control.
 KU3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3356.See file dsdata.txt to determine how the superseded data were derived.
 KU3356
 KU3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0252894105(NAD 83)
 KU3356_MARKER: N = NAIL
 KU3356_SETTING: 0 = UNSPECIFIED SETTING
 KU3356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3356
 KU3356  HISTORY     - Date     Condition        Report By
 KU3356  HISTORY     - 1940     MONUMENTED       CGS
 KU3356  HISTORY     - 1947     GOOD             CGS
 KU3356
 KU3356                          STATION DESCRIPTION
 KU3356
 KU3356'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3356'STATION IS LOCATED ON ARVERNE TOWER BETWEEN BEACH 58TH AND
 KU3356'BEACH 59TH STREETS, JUST S OF ROCKAWAY BEACH BOULEVARD.  TOWER
 KU3356'IS A STEEL STRUCTURE 110 FEET HIGH WITH A 9 BY 9 ENCLOSED
 KU3356'OBSERVATION ROOM AT THE TOP.
 KU3356'
 KU3356'STATION IS MARKED BY THE HEAD OF A NAIL DRIVEN IN THE FLOOR OF
 KU3356'OBSERVATION ROOM.  AROUND NAILHEAD A TRIANGLE HAS BEEN CUT IN
 KU3356'FLOOR.  STATION IS 2.52 FEET FROM W WALL AND 3.45 FEET FROM N
 KU3356'WALL.
 KU3356'
 KU3356'THE CENTER OF THE TOWER IS AN OLD INTERSECTION STATION NAMED
 KU3356'AVERNE TALL TOWER 1931.
 KU3356
 KU3356                          STATION RECOVERY (1947)
 KU3356
 KU3356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3356'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 KU3356'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2224 ***********************************************************************
 OF2224  DESIGNATION -  ARVINE 1925
 OF2224  PID         -  OF2224
 OF2224  STATE/COUNTY-  NY/MONROE
 OF2224  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2224
 OF2224                         *CURRENT SURVEY CONTROL
 OF2224  ___________________________________________________________________
 OF2224* NAD 83(1996)-  43 07 35.46210(N)    077 38 19.70490(W)     ADJUSTED  
 OF2224* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 OF2224  ___________________________________________________________________
 OF2224  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 OF2224  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2224
 OF2224  HORZ ORDER  -  SECOND
 OF2224
 OF2224.The horizontal coordinates were established by classical geodetic methods
 OF2224.and adjusted by the National Geodetic Survey in January 1999..
 OF2224
 OF2224.The orthometric height was scaled from a topographic map.
 OF2224
 OF2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2224
 OF2224.The geoid height was determined by GEOID03.
 OF2224
 OF2224;                    North         East     Units Scale Factor Converg.
 OF2224;SPC NY W     -   347,657.529   426,854.820   MT  1.00001014   +0 38 44.6
 OF2224;SPC NY W     - 1,140,606.41  1,400,439.52   sFT  1.00001014   +0 38 44.6
 OF2224;UTM  18      - 4,778,244.744   285,351.941   MT  1.00016682   -1 48 16.6
 OF2224
 OF2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2224!SPC NY W     -   0.99997956  x   1.00001014  =   0.99998969
 OF2224!UTM  18      -   0.99997956  x   1.00016682  =   1.00014637
 OF2224
 OF2224|---------------------------------------------------------------------|
 OF2224| PID    Reference Object                     Distance      Geod. Az  |
 OF2224|                                                           dddmmss.s |
 OF2224| OF2225 SIPE 1925                           274.917 METERS 03213     |
 OF2224| OF2215 FAIRVIEW 1925                       APPROX. 0.9 KM 2691224.4 |
 OF2224| OF2237 CUSTER 1925                         110.906 METERS 27017     |
 OF2224|---------------------------------------------------------------------|
 OF2224
 OF2224                          SUPERSEDED SURVEY CONTROL
 OF2224
 OF2224  NAD 83(1986)-  43 07 35.47086(N)    077 38 19.70058(W) AD(       ) 2
 OF2224  NAD 27      -  43 07 35.24800(N)    077 38 20.69300(W) AD(       ) 2
 OF2224
 OF2224.Superseded values are not recommended for survey control.
 OF2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2224.See file dsdata.txt to determine how the superseded data were derived.
 OF2224
 OF2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8535278245(NAD 83)
 OF2224
 OF2224  HISTORY     - Date     Condition        Report By
 OF2224  HISTORY     - 1925     MONUMENTED       CGS
 OF2224  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2224
 OF2224                          STATION DESCRIPTION
 OF2224
 OF2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2224'IN ROCHESTER, AT THE NORTHWEST CORNER OF GENESEE STREET AND
 OF2224'GENESEE PARK BOULEVARD, 1.66 METERS WEST OF THE CURB ON WEST
 OF2224'SIDE OF GENESEE STREET, 9.04 METERS NORTHEAST OF THE POINT
 OF2224'WHERE THE WEST LINE OF THE WEST SIDEWALK ON GENESEE INTERSECTS
 OF2224'THE NORTH CURB OF GENESEE PARK BOULEVARD, 2.58 METERS SOUTHWEST
 OF2224'OF A 10-INCH ELM TREE LOCATED BETWEEN THE CURB AND THE SIDEWALK,
 OF2224'0.60 METER EAST OF THE EAST EDGE OF THE SIDEWALK ON THE WEST
 OF2224'SIDE OF GENESEE STREET, AND 0.54 METER NORTH OF THE NORTH EDGE
 OF2224'OF THE SIDEWALK ON GENESEE PARK BOULEVARD.  STATION IS SET AS
 OF2224'DESCRIBED IN NOTE C.
 OF2224
 OF2224                          STATION RECOVERY (1977)
 OF2224
 OF2224'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2224'ARVINE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1498 ***********************************************************************
 OD1498  DESIGNATION -  ASA
 OD1498  PID         -  OD1498
 OD1498  STATE/COUNTY-  NY/SARATOGA
 OD1498  USGS QUAD   -  FORT MILLER (1967)
 OD1498
 OD1498                         *CURRENT SURVEY CONTROL
 OD1498  ___________________________________________________________________
 OD1498* NAD 83(1996)-  43 13 27.93062(N)    073 36 44.68593(W)     ADJUSTED  
 OD1498* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 OD1498  ___________________________________________________________________
 OD1498  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 OD1498  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 OD1498
 OD1498  HORZ ORDER  -  SECOND
 OD1498
 OD1498.The horizontal coordinates were established by classical geodetic methods
 OD1498.and adjusted by the National Geodetic Survey in January 1999..
 OD1498
 OD1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1498
 OD1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1498
 OD1498.The geoid height was determined by GEOID03.
 OD1498
 OD1498;                    North         East     Units Scale Factor Converg.
 OD1498;SPC NY E     -   487,984.449   222,103.730   MT  0.99996393   +0 36 28.4
 OD1498;SPC NY E     - 1,600,995.65    728,685.32   sFT  0.99996393   +0 36 28.4
 OD1498;UTM  18      - 4,786,671.930   612,688.152   MT  0.99975621   +0 57 01.4
 OD1498
 OD1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1498!SPC NY E     -   0.99999710  x   0.99996393  =   0.99996103
 OD1498!UTM  18      -   0.99999710  x   0.99975621  =   0.99975331
 OD1498
 OD1498:                Primary Azimuth Mark                     Grid Az
 OD1498:SPC NY E     -  ASA 1                                    082 28 29.2
 OD1498:UTM  18      -  ASA 1                                    082 07 56.2
 OD1498
 OD1498|---------------------------------------------------------------------|
 OD1498| PID    Reference Object                     Distance      Geod. Az  |
 OD1498|                                                           dddmmss.s |
 OD1498| DA2904 ASA 1                                              0830457.6 |
 OD1498| OD1499 ASA A SACGS 1973                     17.388 METERS 10439     |
 OD1498| DA2905 ASA 2                                              2622701.6 |
 OD1498|---------------------------------------------------------------------|
 OD1498
 OD1498                          SUPERSEDED SURVEY CONTROL
 OD1498
 OD1498  NAD 83(1996)-  43 13 27.93278(N)    073 36 44.68622(W) AD(       ) 2
 OD1498  NAD 83(1992)-  43 13 27.93334(N)    073 36 44.68609(W) AD(       ) 2
 OD1498  NAD 83(1986)-  43 13 27.93452(N)    073 36 44.68605(W) AD(       ) 2
 OD1498  NAD 27      -  43 13 27.67016(N)    073 36 46.26796(W) AD(       ) 2
 OD1498  NGVD 29 (07/19/86)   49.0    (m)          161.     (f) VERT ANG       
 OD1498
 OD1498.Superseded values are not recommended for survey control.
 OD1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1498.See file dsdata.txt to determine how the superseded data were derived.
 OD1498
 OD1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1268886672(NAD 83)
 OD1498_MARKER: DD = SURVEY DISK
 OD1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1498
 OD1498  HISTORY     - Date     Condition        Report By
 OD1498  HISTORY     - 1973     MONUMENTED       NY-091
 OD1498
 OD1498                          STATION DESCRIPTION
 OD1498
 OD1498'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1498'THE STATION IS ABOUT 3.0 MILES NORTHEAST OF GANSEVOORT, 5.0 MILES
 OD1498'SOUTHEAST OF SOUTH GLENS FALLS AND 3.5 MILES EAST OF FORTSVILLE,
 OD1498'IN THE TOWNSHIP OF MOREAU.
 OD1498'
 OD1498'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1498'NORTH ON STATE HIGHWAY 32 FOR 1.8 MILES TO THE INTERSECTION OF
 OD1498'CLARK ROAD.  TURN RIGHT ON CLARK ROAD AND GO EAST FOR 1.25 MILES
 OD1498'TO AZIMUTH MARK, ASA-2 (SACGS), ON THE LEFT.  CONTINUE EAST ON
 OD1498'CLARK ROAD FOR 0.20 MILE TO STATION ON LEFT.
 OD1498'
 OD1498'TO REACH AZIMUTH MARK, ASA-1 (SACGS), FROM THE STATION CONTINUE
 OD1498'EAST ON CLARK ROAD FOR 0.25 MILE TO MARK ON RIGHT.
 OD1498'
 OD1498'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1498'SURVEY STAMPED ASA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1498'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 OD1498'GROUND.  IT IS LOCATED 34.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 OD1498'OF AN ALUMINUM SIDED BARN 59.5 FEET SOUTHWEST OF THE SOUTHWEST
 OD1498'CORNER OF A GREEN WOOD FRAME BARN, BOTH ON THE NORTH SIDE OF
 OD1498'CLARK ROAD, 86.9 FEET NORTHWEST OF A 25-INCH ELM TREE ON THE
 OD1498'SOUTH SIDE OF CLARK ROAD AND 11.0 FEET NORTH OF THE CENTERLINE OF
 OD1498'CLARK ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OD1498'MASS OF CONCRETE 48-INCHES BELOW THE GROUND.
 OD1498'
 OD1498'AZIMUTH MARK, ASA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1498'COUNTY GEODETIC SURVEY STAMPED ASA-1.  IT IS SET IN THE TOP OF
 OD1498'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1498'GROUND.  IT IS LOCATED 129.5 FEET SOUTHEAST OF A 32-INCH ASH
 OD1498'TREE, 34.5 FEET SOUTHEAST OF A 15-INCH BASSWOOD TREE, 58.5 FEET
 OD1498'SOUTHWEST OF A 10-INCH SHAG BARK HICKORY TREE ALL ON THE NORTH
 OD1498'SIDE OF CLARK ROAD AND 10.2 FEET SOUTH OF THE CENTERLINE OF
 OD1498'CLARK ROAD.
 OD1498'
 OD1498'AZIMUTH MARK, ASA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1498'COUNTY GEODETIC SURVEY STAMPED ASA-2.  IT IS SET IN THE TOP OF
 OD1498'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1498'THE GROUND.  IT IS LOCATED 59.4 FEET NORTHEAST OF POWER POLE
 OD1498'NY 4/9, 96.3 FEET NORTHWEST OF POLE 51/40 89.8 FEET NORTHWEST OF
 OD1498'POLE E-34 ALL ON THE SOUTH SIDE OF CLARK ROAD AND ON THE
 OD1498'SOUTHEAST SIDE OF THE RAILROAD TRACK, AND 11.3 FEET NORTH OF THE
 OD1498'CENTERLINE OF CLARK ROAD.
 OD1498'
 OD1498'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1503 ***********************************************************************
 OD1503  DESIGNATION -  ASB
 OD1503  PID         -  OD1503
 OD1503  STATE/COUNTY-  NY/SARATOGA
 OD1503  USGS QUAD   -  FORT MILLER (1967)
 OD1503
 OD1503                         *CURRENT SURVEY CONTROL
 OD1503  ___________________________________________________________________
 OD1503* NAD 83(1996)-  43 13 05.55015(N)    073 34 58.59452(W)     ADJUSTED  
 OD1503* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 OD1503  ___________________________________________________________________
 OD1503  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OD1503  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 OD1503
 OD1503  HORZ ORDER  -  SECOND
 OD1503
 OD1503.The horizontal coordinates were established by classical geodetic methods
 OD1503.and adjusted by the National Geodetic Survey in January 1999..
 OD1503
 OD1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1503
 OD1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1503
 OD1503.The geoid height was determined by GEOID03.
 OD1503
 OD1503;                    North         East     Units Scale Factor Converg.
 OD1503;SPC NY E     -   487,319.668   224,505.314   MT  0.99996826   +0 37 40.8
 OD1503;SPC NY E     - 1,598,814.61    736,564.52   sFT  0.99996826   +0 37 40.8
 OD1503;UTM  18      - 4,786,021.650   615,093.170   MT  0.99976295   +0 58 13.7
 OD1503
 OD1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1503!SPC NY E     -   0.99999840  x   0.99996826  =   0.99996666
 OD1503!UTM  18      -   0.99999840  x   0.99976295  =   0.99976135
 OD1503
 OD1503:                Primary Azimuth Mark                     Grid Az
 OD1503:SPC NY E     -  ASB 1                                    192 36 04.1
 OD1503:UTM  18      -  ASB 1                                    192 15 31.2
 OD1503
 OD1503|---------------------------------------------------------------------|
 OD1503| PID    Reference Object                     Distance      Geod. Az  |
 OD1503|                                                           dddmmss.s |
 OD1503| DA2906 ASB 1                                              1931344.9 |
 OD1503| OD1502 ASB A SACGS 1973                     24.783 METERS 20323     |
 OD1503| DA2907 ASB 2                                              3354906.9 |
 OD1503|---------------------------------------------------------------------|
 OD1503
 OD1503                          SUPERSEDED SURVEY CONTROL
 OD1503
 OD1503  NAD 83(1996)-  43 13 05.55222(N)    073 34 58.59485(W) AD(       ) 2
 OD1503  NAD 83(1992)-  43 13 05.55277(N)    073 34 58.59472(W) AD(       ) 2
 OD1503  NAD 83(1986)-  43 13 05.55391(N)    073 34 58.59474(W) AD(       ) 2
 OD1503  NAD 27      -  43 13 05.28920(N)    073 35 00.18026(W) AD(       ) 2
 OD1503  NGVD 29 (07/19/86)   40.7    (m)          134.     (f) VERT ANG       
 OD1503
 OD1503.Superseded values are not recommended for survey control.
 OD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1503.See file dsdata.txt to determine how the superseded data were derived.
 OD1503
 OD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1509386022(NAD 83)
 OD1503_MARKER: DD = SURVEY DISK
 OD1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1503
 OD1503  HISTORY     - Date     Condition        Report By
 OD1503  HISTORY     - 1973     MONUMENTED       NY-091
 OD1503
 OD1503                          STATION DESCRIPTION
 OD1503
 OD1503'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1503'THE STATION IS ABOUT 4.0 MILES NORTHEAST OF GANSEVOORT, 6.0
 OD1503'MILES SOUTHEAST OF SOUTH GLENS FALLS AND 5.0 MILES EAST OF
 OD1503'FORTSVILLE, IN THE TOWNSHIP OF MOREAU.
 OD1503'
 OD1503'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1503'NORTH ON STATE HIGHWAY 32 FOR 1.10 MILES TO T-ROAD INTERSECTION
 OD1503'MOTT ROAD.  TURN RIGHT ON MOTT ROAD AND GO SOUTH AND EAST FOR
 OD1503'2.95 MILES TO T-ROAD INTERSECTION OF COUNTY HIGHWAY 29 (RIVER
 OD1503'ROAD).  TURN LEFT ON COUNTY HIGHWAY 29 (RIVER ROAD) AND GO NORTH
 OD1503'FOR 0.20 MILE TO STATION ON RIGHT.
 OD1503'
 OD1503'TO REACH AZIMUTH MARK, ASB-2, (SACGS), FROM THE STATION CONTINUE
 OD1503'NORTH ON COUNTY HIGHWAY 29 (RIVER ROAD) FOR 0.10 MILE TO MARK
 OD1503'ON LEFT.
 OD1503'
 OD1503'TO REACH AZIMUTH MARK, ASB-1, (SACGS), FROM THE STATION, GO
 OD1503'SOUTH ON COUNTY HIGHWAY 29 (RIVER ROAD) FOR 0.3 MILES TO THE
 OD1503'MARK ON RIGHT.
 OD1503'
 OD1503'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1503'SURVEY STAMPED ASB.  THE SURFACE MARK IS SET IN A 12-INCH
 OD1503'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 OD1503'GROUND.  IT IS LOCATED 9.3 FEET SOUTH OF THE RANGE LINE OFF THE
 OD1503'SOUTH SIDE OF HOUSE 9379 ON THE WEST SIDE OF COUNTY HIGHWAY 29
 OD1503'(RIVER ROAD), 16.0 FEET SOUTHWEST OF A 12-INCH MAPLE TREE ON THE
 OD1503'EAST SIDE OF COUNTY HIGHWAY 29 (RIVER ROAD), 12.6 FEET
 OD1503'NORTHWEST OF AN 11-INCH LOCUST TREE ON THE EAST SIDE OF COUNTY
 OD1503'HIGHWAY 29 (RIVER ROAD), 47.4 FEET NORTHEAST OF THE CENTER OF A
 OD1503'HEADWALL ON THE WEST SIDE OF COUNTY HIGHWAY 29 (RIVER ROAD)
 OD1503'AND 13.0 FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY 29 (RIVER
 OD1503'ROAD).  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OD1503'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1503'
 OD1503'AZIMUTH MARK, ASB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1503'COUNTY GEODETIC SURVEY STAMPED ASB-1.  IT IS SET IN THE TOP OF A
 OD1503'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1503'THE GROUND.  IT IS LOCATED 18.5 FEET WEST OF A 7-INCH LARCH TREE,
 OD1503'67.5 FEET SOUTH OF A N.Y.S. HISTORICAL MARKER BOTH ON THE WEST
 OD1503'SIDE OF COUNTY HIGHWAY 29 (RIVER ROAD), 38.2 FEET NORTHWEST OF
 OD1503'POLE 071, NYT 120 ON THE EAST SIDE OF COUNTY HIGHWAY 29 (RIVER
 OD1503'ROAD), AND 15.3 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 OD1503'29 (RIVER ROAD).
 OD1503'
 OD1503'AZIMUTH MARK, ASB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1503'COUNTY GEODETIC SURVEY STAMPED ASB-2.  IT IS SET IN THE TOP OF A
 OD1503'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1503'GROUND.  IT IS LOCATED 67.4 FEET SOUTHEAST OF THE SOUTHEASTERLY
 OD1503'MOST CONCRETE GUARD POST ON THE NORTH SIDE OF COUNTY HIGHWAY 29
 OD1503'(RIVER ROAD), 18.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 OD1503'HIGHWAY 29 (RIVER ROAD), 99.2 FEET NORTHWEST OF A 9-INCH MAPLE
 OD1503'TREE, 86.8 FEET NORTH OF A 16-INCH ASH TREE BOTH ON THE
 OD1503'SOUTHWESTERLY SIDE OF COUNTY HIGHWAY 29 (RIVER ROAD).
 OD1503'
 OD1503'HEIGHT OF LIGHT ABOVE STATION MARK 1.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4591 ***********************************************************************
 KV4591  DESIGNATION -  ASBURY 2
 KV4591  PID         -  KV4591
 KV4591  STATE/COUNTY-  NY/RICHMOND
 KV4591  USGS QUAD   -  ARTHUR KILL (1981)
 KV4591
 KV4591                         *CURRENT SURVEY CONTROL
 KV4591  ___________________________________________________________________
 KV4591* NAD 83(1996)-  40 35 58.49729(N)    074 09 47.41992(W)     ADJUSTED  
 KV4591* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV4591  ___________________________________________________________________
 KV4591  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 KV4591  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4591
 KV4591  HORZ ORDER  -  FIRST
 KV4591
 KV4591.The horizontal coordinates were established by classical geodetic methods
 KV4591.and adjusted by the National Geodetic Survey in January 1999..
 KV4591
 KV4591.The orthometric height was scaled from a topographic map.
 KV4591
 KV4591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4591
 KV4591.The geoid height was determined by GEOID03.
 KV4591
 KV4591;                    North         East     Units Scale Factor Converg.
 KV4591;SPC NY L     -    48,086.169   286,188.678   MT  1.00000441   -0 06 24.2
 KV4591;SPC NY L     -   157,762.71    938,937.35   sFT  1.00000441   -0 06 24.2
 KV4591;SPC NJ       -   196,140.171   178,507.051   MT  0.99991000   +0 13 09.1
 KV4591;SPC NJ       -   643,503.21    585,651.88   sFT  0.99991000   +0 13 09.1
 KV4591;UTM  18      - 4,494,644.973   570,803.081   MT  0.99966170   +0 32 40.6
 KV4591
 KV4591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4591!SPC NY L     -   1.00000323  x   1.00000441  =   1.00000764
 KV4591!SPC NJ       -   1.00000323  x   0.99991000  =   0.99991323
 KV4591!UTM  18      -   1.00000323  x   0.99966170  =   0.99966493
 KV4591
 KV4591|---------------------------------------------------------------------|
 KV4591| PID    Reference Object                     Distance      Geod. Az  |
 KV4591|                                                           dddmmss.s |
 KV4591| CB5509 RM CEM GATE CITY MONUMENT                          15926     |
 KV4591| KV4653 DUPUY                               APPROX. 1.5 KM 1983357.2 |
 KV4591| KV4590 LAMBERT 1903                        APPROX. 1.9 KM 3574727.3 |
 KV4591|---------------------------------------------------------------------|
 KV4591
 KV4591                          SUPERSEDED SURVEY CONTROL
 KV4591
 KV4591  NAD 83(1986)-  40 35 58.49710(N)    074 09 47.41829(W) AD(       ) 1
 KV4591  NAD 27      -  40 35 58.12400(N)    074 09 48.90000(W) AD(       ) 1
 KV4591
 KV4591.Superseded values are not recommended for survey control.
 KV4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4591.See file dsdata.txt to determine how the superseded data were derived.
 KV4591
 KV4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7080394645(NAD 83)
 KV4591
 KV4591  HISTORY     - Date     Condition        Report By
 KV4591  HISTORY     - 1903     FIRST OBSERVED   CGS
 KV4591  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV4591  HISTORY     - 1932     GOOD             CGS
 KV4591  HISTORY     - 1933     GOOD             CGS
 KV4591  HISTORY     - 1933     GOOD             CGS
 KV4591  HISTORY     - 1938     SEE DESCRIPTION  CGS
 KV4591
 KV4591                          STATION DESCRIPTION
 KV4591
 KV4591'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4591'THE STATION IS THE POLE ERECTED ON THE ROOF OF THE TOWER OF THE
 KV4591'ASBURY M.E. CHURCH, OLD STONE ROAD, SPRINGVILLE.  THE CHURCH IS
 KV4591'OF BRICK, THE TOWER OF WOOD, PAINTED BROWN.  IT IS SQUARE IN PLAN,
 KV4591'WITH SLIGHTLY SLOPING TIN ROOF WITH ORNAMENTAL MINARETS 13 FEET
 KV4591'HIGH ON EACH CORNER.
 KV4591'
 KV4591'REACHED BY SHORE LINE CAR TO PORT RICHMOND, THENCE BY BULLS HEAD
 KV4591'CAR TO BULLS HEAD, THENCE WALK S TO STATION.
 KV4591
 KV4591                          STATION RECOVERY (1931)
 KV4591
 KV4591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4591'THE CHURCH RECOVERED, IN FAIR CONDITION, FROM ORIGINAL DESCRIPTION,
 KV4591'WHICH SHOULD NOW READ AS FOLLOWS--THE ASBURY M.E. CHURCH IS LOCATED
 KV4591'0.4 MILE N OF ROCKLAND AVENUE ON THE W SIDE OF RICHMOND
 KV4591'AVENUE.  ACROSS THE STREET IS A CITY PUMPING STATION WITH
 KV4591'PROMINENT CHIMNEY.  THE CHURCH IS AN OLD STRUCTURE, OF RED BRICK,
 KV4591'WITH A SQUARE, BROWN WOODEN TOWER RISING FROM THE FRONT.  A
 KV4591'LARGE BELL OCCUPIES THE LOWER, OPEN PLATFORM OF THIS TOWER.  THE
 KV4591'STATION IS ON THE SLIGHTLY-SLOPING PYRAMIDAL ROOF ABOVE THE BELL
 KV4591'PLATFORM.  AS NO PERMANENT MARK HAD BEEN ESTABLISHED,
 KV4591'NOR REFERENCE MEASUREMENTS LISTED TO PERPETUATE THE
 KV4591'ORIGINAL STATION, THE PYRAMIDAL ROOF APEX (AT WHICH POINT THE
 KV4591'ORIGINAL POLE SIGNAL WAS APPARENTLY LOCATED) WAS ACCEPTED AS A
 KV4591'VERY CLOSE APPROXIMATION OF THE TRUE STATION POINT.
 KV4591'
 KV4591'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4591'ASBURY 2-1931 CEMENTED IN A DRILL HOLE AT THE ROOF APEX,
 KV4591'APPROXIMATELY 100 FEET ABOVE GROUND.  ONE STANDARD C AND G.S.
 KV4591'BRONZE REFERENCE DISK STAMPED NO.1-1931 WAS SIMILARLY SET ON THE
 KV4591'BELL PLATFORM PERPENDICULARLY BENEATH THE STATION MARK.  THIS
 KV4591'REFERENCE POINT, ACCURATELY PLUMBED DOWN BY THEODOLITE FROM
 KV4591'SEVERAL GROUND SET-UPS, WAS SO ESTABLISHED TO SERVE AS TRUE
 KV4591'CENTER IN LIEU OF THE STATION MARK, SHOULD THE RATHER AGED
 KV4591'AND UNSTABLE WOODEN TOWER BE DESTROYED OR REPLACED.  NO OTHER
 KV4591'REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE MEASUREMENTS
 KV4591'TAKEN.  THERE IS AMPLE ROOM AND FAIR FOOTING FOR A CENTRAL
 KV4591'TRIPOD SET-UP.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4591'LEG-SLIP ON THE TAR-PAPER ROOFING.  THE UNSTABLE WOODEN TOWER,
 KV4591'SHAKEN BY ALL PASSING VEHICLES, NECESSITATES AN OBSERVERS
 KV4591'PLATFORM.
 KV4591'
 KV4591'NOTE--ALTHOUGH THE DISKS ARE STAMPED ASBURY CHURCH 2, THIS
 KV4591'STATION IS CONSIDERED TO BE THE ORIGINAL STATION BY THE WASHINGTON
 KV4591'COMPUTING OFFICE.
 KV4591
 KV4591                          STATION RECOVERY (1932)
 KV4591
 KV4591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV4591'TO THE 1931 RECOVERY NOTE DESCRIPTION SHOULD BE ADDED THE
 KV4591'FOLLOWING--TWO GROUND REFERENCE MARKS, PLACED WITH PRIMARY
 KV4591'ACCURACY BY THE BOROUGH ENGINEER IMMEDIATELY AFTER THE 1903-08
 KV4591'SURVEY, WERE RECOVERED IN GOOD CONDITION.  ONE LOCATED TO THE S
 KV4591'BETWEEN THE STREET AND THE CEMETERY WALL AND JUST S OF A GATE IN
 KV4591'THE LATTER.  WITNESS MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4591'
 KV4591'TO NEAR EDGE OF S STONE GATEPOST 7.85 FEET.
 KV4591'
 KV4591'TO NEAR EDGE OF N STONE GATEPOST 20.84 FEET.
 KV4591'
 KV4591'TO CENTER LINE OF RICHMOND AVENUE 28 FEET.
 KV4591'
 KV4591'THE OTHER IS LOCATED DIRECTLY ACROSS RICHMOND AVENUE IN THE
 KV4591'GROUNDS OF THE WATER WORKS.  ITS ORIGINAL WITNESS MEASUREMENTS
 KV4591'WERE VERIFIED--
 KV4591'
 KV4591'TO SW CORNER OF WATER WORKS BUILDING 125.47 FEET.
 KV4591'
 KV4591'TO CENTER OF FIRE HYDRANT TO N 92.67 FEET.
 KV4591'
 KV4591'TO CENTER LINE OF RICHMOND AVENUE 168.8 FEET.
 KV4591'
 KV4591'BOTH REFERENCE MARKS CONSIST OF A COPPER PLUG SET IN MARBLE POST
 KV4591'SET IN CONCRETE BELOW THE GROUND SURFACE AND COVERED BY AN IRON
 KV4591'CITY MONUMENT COVER-PLATE, WHICH IS 3 INCHES BELOW THE GROUND.
 KV4591'
 KV4591'THE DISTANCE BETWEEN THESE MARKS (TAPED AS PRIMARY TRAVERSE) IS
 KV4591'292.099 FEET.
 KV4591
 KV4591                          STATION RECOVERY (1933)
 KV4591
 KV4591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4591'RECOVERED IN GOOD CONDITION, AS DESCRIBED IN 1931, WITH THE
 KV4591'EXCEPTION THAT THE REFERENCE DISK IS NOT DATED.
 KV4591
 KV4591                          STATION RECOVERY (1933)
 KV4591
 KV4591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4591'RECOVERED IN FAIR CONDITION AS DESCRIBED.  REFERENCE MARK (WATER
 KV4591'WORKS) WAS NOT RECOVERED.  SEARCH WAS MADE WITHOUT DIGGING
 KV4591'ACCORDING TO THE DESCRIPTION.
 KV4591
 KV4591                          STATION RECOVERY (1938)
 KV4591
 KV4591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CAE)
 KV4591'LETTER DATED SEPTEMBER 30, 1938 FROM C.A. EGNER, INSPECTOR, FIELD
 KV4591'STATION--
 KV4591'
 KV4591'WE ARE ADVISED THAT CONSTRUCTION WORK ON THE ASBURY METHODIST
 KV4591'CHURCH AT NEW SPRINGERVILLE, STATEN ISLAND, WILL NECESSITATE THE
 KV4591'REMOVAL OF THE TRIANGULATION STATION ASBURY CHURCH RECOVERED BY
 KV4591'WOODWORTH IN 1931.  OUR DESCRIPTION OF THIS SECOND ORDER STATION
 KV4591'INDICATES THAT THERE ARE TWO STATION MARKS--ONE, ON THE LOWER
 KV4591'BELL TOWER PLATFORM, AND THE OTHER ON THE ROOF ABOVE.  ONLY THE
 KV4591'UPPER MARK WILL BE REMOVED, LEAVING THE LOWER STATION MARK
 KV4591'INTACT.  THE STATION, THEREFORE, WILL NOT BE DESTROYED.
 KV4591'
 KV4591'WE HAVE ADVISED THE CONTRACTOR THAT WHEN THE WORK IS COMPLETED
 KV4591'WE WILL ARRANGE TO REPLACE THE MARK ON THE ROOF IF IT IS POSSIBLE
 KV4591'TO DO SO.  HE WILL ADVISE US WHEN THIS WORK IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1581 ***********************************************************************
 OD1581  DESIGNATION -  ASC
 OD1581  PID         -  OD1581
 OD1581  STATE/COUNTY-  NY/SARATOGA
 OD1581  USGS QUAD   -  GANSEVOORT (1968)
 OD1581
 OD1581                         *CURRENT SURVEY CONTROL
 OD1581  ___________________________________________________________________
 OD1581* NAD 83(1996)-  43 13 58.24023(N)    073 37 42.47474(W)     ADJUSTED  
 OD1581* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 OD1581  ___________________________________________________________________
 OD1581  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OD1581  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OD1581
 OD1581  HORZ ORDER  -  SECOND
 OD1581
 OD1581.The horizontal coordinates were established by classical geodetic methods
 OD1581.and adjusted by the National Geodetic Survey in January 1999..
 OD1581
 OD1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1581
 OD1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1581
 OD1581.The geoid height was determined by GEOID03.
 OD1581
 OD1581;                    North         East     Units Scale Factor Converg.
 OD1581;SPC NY E     -   488,906.016   220,789.948   MT  0.99996163   +0 35 49.2
 OD1581;SPC NY E     - 1,604,019.15    724,375.02   sFT  0.99996163   +0 35 49.2
 OD1581;UTM  18      - 4,787,585.436   611,369.158   MT  0.99975257   +0 56 22.4
 OD1581
 OD1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1581!SPC NY E     -   0.99999247  x   0.99996163  =   0.99995410
 OD1581!UTM  18      -   0.99999247  x   0.99975257  =   0.99974504
 OD1581
 OD1581:                Primary Azimuth Mark                     Grid Az
 OD1581:SPC NY E     -  ASC 2                                    016 58 00.9
 OD1581:UTM  18      -  ASC 2                                    016 37 27.7
 OD1581
 OD1581|---------------------------------------------------------------------|
 OD1581| PID    Reference Object                     Distance      Geod. Az  |
 OD1581|                                                           dddmmss.s |
 OD1581| DA2909 ASC 2                                              0173350.1 |
 OD1581| DA2908 ASC 1                                              2075956.3 |
 OD1581| OD1580 ASC A SACGS 1973                     16.886 METERS 35712     |
 OD1581|---------------------------------------------------------------------|
 OD1581
 OD1581                          SUPERSEDED SURVEY CONTROL
 OD1581
 OD1581  NAD 83(1996)-  43 13 58.24243(N)    073 37 42.47499(W) AD(       ) 2
 OD1581  NAD 83(1992)-  43 13 58.24300(N)    073 37 42.47485(W) AD(       ) 2
 OD1581  NAD 83(1986)-  43 13 58.24414(N)    073 37 42.47484(W) AD(       ) 2
 OD1581  NAD 27      -  43 13 57.98019(N)    073 37 44.05465(W) AD(       ) 2
 OD1581  NGVD 29 (07/19/86)   78.5    (m)          258.     (f) VERT ANG       
 OD1581
 OD1581.Superseded values are not recommended for survey control.
 OD1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1581.See file dsdata.txt to determine how the superseded data were derived.
 OD1581
 OD1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1136987585(NAD 83)
 OD1581_MARKER: DD = SURVEY DISK
 OD1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1581
 OD1581  HISTORY     - Date     Condition        Report By
 OD1581  HISTORY     - 1973     MONUMENTED       NY-091
 OD1581
 OD1581                          STATION DESCRIPTION
 OD1581
 OD1581'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1581'THE STATION IS ABOUT 3.0 MILES NORTHEAST OF GANSEVOORT, 4.5 MILES
 OD1581'SOUTH OF SOUTH GLENS FALLS AND 3 MILES EAST OF FORTSVILLE, IN THE
 OD1581'TOWNSHIP OF MOREAU.
 OD1581'
 OD1581'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1581'NORTH ON STATE HIGHWAY 32 FOR 1.8 MILES TO THE INTERSECTION OF
 OD1581'CLARK ROAD.  TURN RIGHT ON CLARK ROAD AND GO EAST FOR 0.25 MILE
 OD1581'TO A Y-ROAD INTERSECTION OF BURT ROAD ON LEFT.  TURN LEFT ON BURT
 OD1581'ROAD AND GO NORTHEAST FOR 0.70 MILE TO AZIMUTH MARK, ASC-1
 OD1581'(SACGS) ON RIGHT.  CONTINUE NORTHEAST FOR 0.20 MILE TO STATION ON
 OD1581'RIGHT.
 OD1581'
 OD1581'TO REACH AZIMUTH MARK, ASC-2 (SACGS), FROM THE STATION, CONTINUE
 OD1581'NORTHEAST FOR 0.10 MILE TO MARK ON RIGHT.
 OD1581'
 OD1581'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1581'SURVEY STAMPED ASC.  THE SURFACE MARK IS SET IN A 12-INCH
 OD1581'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OD1581'IS LOCATED 53.5 FEET SOUTHEAST OF A 6.0-FOOT HIGH STEEL GATE POST,
 OD1581'30.2 FEET NORTHEAST OF THE CENTER OF A HEADWALL BOTH ON THE
 OD1581'NORTHWEST SIDE OF BURT ROAD, 17.3 FEET NORTHEAST OF CENTER OF A
 OD1581'HEADWALL ON THE SOUTHEAST SIDE OF BURT ROAD, 10.0 FEET
 OD1581'SOUTHWEST OF A 4-INCH SHAG BARK HICKORY TREE ON THE SOUTH EAST
 OD1581'SIDE OF BURT ROAD AND 12.0 FEET SOUTHEAST OF THE CENTERLINE OF
 OD1581'BURT ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1581'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1581'
 OD1581'AZIMUTH MARK, ASC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1581'COUNTY GEODETIC SURVEY STAMPED ASC-1.  IT IS SET IN THE TOP OF A
 OD1581'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1581'GROUND.  IT IS LOCATED 84.3 FEET SOUTHEAST OF A 5-INCH WHITE
 OD1581'PINE TREE, 26.8 FEET SOUTHEAST OF POWER POLE NM 9/1, NYT 5, BOTH
 OD1581'ON THE NORTHWEST SIDE OF BURT ROAD, 11.8 FEET SOUTHEAST OF THE
 OD1581'CENTERLINE OF BURT ROAD, 18.9 FEET NORTHWEST OF A 10-INCH MAPLE
 OD1581'TREE, 21.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 OD1581'CONCRETE BLOCK BUILDING BOTH ON THE SOUTHEAST SIDE OF BURT
 OD1581'ROAD AND 17.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OD1581'CONCRETE BLOCK BUILDING.
 OD1581'
 OD1581'AZIMUTH MARK, ASC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1581'COUNTY GEODETIC SURVEY STAMPED ASC-2.  IT IS SET IN THE TOP OF A
 OD1581'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1581'THE GROUND.  IT IS LOCATED 21.3 FEET EAST OF THE CENTERLINE OF
 OD1581'BURT ROAD, 39.5 FEET NORTH ALONG RANGE LINE OFF THE WEST SIDE OF
 OD1581'A BARN, AND 18.9 FEET WEST OF AN 18-INCH ASH TREE BOTH ON THE
 OD1581'EAST SIDE OF BURT ROAD.
 OD1581'
 OD1581'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1421 ***********************************************************************
 PH1421  DESIGNATION -  ASH
 PH1421  PID         -  PH1421
 PH1421  STATE/COUNTY-  NY/ST LAWRENCE
 PH1421  USGS QUAD   -  MORRISTOWN (1982)
 PH1421
 PH1421                         *CURRENT SURVEY CONTROL
 PH1421  ___________________________________________________________________
 PH1421* NAD 83(1986)-  44 31 52.     (N)    075 42 27.     (W)     SCALED    
 PH1421* NAVD 88     -       103.730  (meters)     340.32   (feet)  ADJUSTED  
 PH1421  ___________________________________________________________________
 PH1421  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 PH1421  DYNAMIC HT  -         103.720 (meters)     340.29  (feet)  COMP
 PH1421  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PH1421
 PH1421  VERT ORDER  -  FIRST     CLASS 0
 PH1421
 PH1421.The horizontal coordinates were scaled from a topographic map and have
 PH1421.an estimated accuracy of +/- 6 seconds.
 PH1421
 PH1421.The orthometric height was determined by differential leveling
 PH1421.and adjusted by the National Geodetic Survey in June 1991..
 PH1421
 PH1421.The geoid height was determined by GEOID03.
 PH1421
 PH1421.The dynamic height is computed by dividing the NAVD 88
 PH1421.geopotential number by the normal gravity value computed on the
 PH1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1421.degrees latitude (g = 980.6199 gals.).
 PH1421
 PH1421.The modeled gravity was interpolated from observed gravity values.
 PH1421
 PH1421;                    North         East    Units  Estimated Accuracy
 PH1421;SPC NY E     -   633,480.       54,030.      MT  (+/- 180 meters Scaled)
 PH1421
 PH1421                          SUPERSEDED SURVEY CONTROL
 PH1421
 PH1421  NGVD 29 (??/??/92)  103.85   (m)          340.7    (f) COMPUTED    1 0
 PH1421
 PH1421.Superseded values are not recommended for survey control.
 PH1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1421.See file dsdata.txt to determine how the superseded data were derived.
 PH1421
 PH1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ437311(NAD 83)
 PH1421_MARKER: Z = SEE DESCRIPTION
 PH1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1421_SP_SET: ROD
 PH1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1421
 PH1421  HISTORY     - Date     Condition        Report By
 PH1421  HISTORY     - UNK      MONUMENTED       USLS
 PH1421  HISTORY     - 1969     GOOD             USLS
 PH1421
 PH1421                          STATION DESCRIPTION
 PH1421
 PH1421'DESCRIBED BY US LAKE SURVEY 1969
 PH1421'2.3 MI NE FROM OAK POINT VILLAGE.
 PH1421'IS IN ST. LAWRENCE COUNTY, NEW YORK, 2.6 MILES NORTHEAST OF
 PH1421'INTERSECTION OF OAK POINT RD. AND RIVER RD. (WHICH BECOMES OAK POINT
 PH1421'RD. AT TOWNSHIP LINE), 317 FEET NORTHWEST OF WESTERLY FACE OF A TWO
 PH1421'STORY SHINGLE DWELLING, 69 FEET EAST OF T-INTERSECTION OF WATSON ROAD,
 PH1421'38.0 FEET NORTHEAST OF A NAIL IN CENTER OF 24-INCH AND 30-INCH TWINED
 PH1421'TRUNK ASH, 22 FEET SOUTHEAST OF CENTERLINE OF OAK POINT ROAD, 1.2 FEET
 PH1421'NORTHWEST OF A POST IN A EAST-WEST FENCE LINE, ABOUT 1/2-FOOT BELOW
 PH1421'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER
 PH1421'IRON ROD, 5 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9609 ***********************************************************************
 AA9609  DESIGNATION -  ASHA PK
 AA9609  PID         -  AA9609
 AA9609  STATE/COUNTY-  NY/SUFFOLK
 AA9609  USGS QUAD   -  NORTHPORT (1979)
 AA9609
 AA9609                         *CURRENT SURVEY CONTROL
 AA9609  ___________________________________________________________________
 AA9609* NAD 83(1996)-  40 55 09.99039(N)    073 21 07.35538(W)     ADJUSTED  
 AA9609* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AA9609  ___________________________________________________________________
 AA9609  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AA9609  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA9609
 AA9609  HORZ ORDER  -  THIRD
 AA9609
 AA9609.The horizontal coordinates were established by classical geodetic methods
 AA9609.and adjusted by the National Geodetic Survey in January 1999..
 AA9609
 AA9609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9609
 AA9609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9609
 AA9609.The geoid height was determined by GEOID03.
 AA9609
 AA9609;                    North         East     Units Scale Factor Converg.
 AA9609;SPC NY L     -    83,795.213   354,581.554   MT  0.99999563   +0 25 25.7
 AA9609;SPC NY L     -   274,918.13  1,163,322.98   sFT  0.99999563   +0 25 25.7
 AA9609;UTM  18      - 4,531,121.723   638,767.059   MT  0.99983701   +1 04 46.5
 AA9609
 AA9609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9609!SPC NY L     -   1.00000444  x   0.99999563  =   1.00000007
 AA9609!UTM  18      -   1.00000444  x   0.99983701  =   0.99984145
 AA9609
 AA9609                          SUPERSEDED SURVEY CONTROL
 AA9609
 AA9609  NAD 83(1996)-  40 55 09.99294(N)    073 21 07.35458(W) AD(       ) 3
 AA9609  NAD 83(1986)-  40 55 09.99368(N)    073 21 07.35638(W) AD(       ) 3
 AA9609  NGVD 29 (01/19/96)    2.5    (m)            8.     (f) VERT ANG       
 AA9609
 AA9609.Superseded values are not recommended for survey control.
 AA9609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9609.See file dsdata.txt to determine how the superseded data were derived.
 AA9609
 AA9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3876731122(NAD 83)
 AA9609_MARKER: N = NAIL
 AA9609_SETTING: 0 = UNSPECIFIED SETTING
 AA9609_STAMPING: ASHA
 AA9609_MARK LOGO: NGS   
 AA9609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9609+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2000
 AA9609
 AA9609  HISTORY     - Date     Condition        Report By
 AA9609  HISTORY     - 1990     MONUMENTED       NOS
 AA9609  HISTORY     - 20000617 GOOD             LOCENG
 AA9609
 AA9609                          STATION DESCRIPTION
 AA9609
 AA9609'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9609'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, ABOUT 1.2 NAUTICAL
 AA9609'MILES NORTH OF THE TOWN OF NORTHPORT ALONG THE EASTERN SHORE OF
 AA9609'NORTHPORT BAY NEAR THE LIFEGUARD STATION AT ASHAROKEN BEACH PARK.  TO
 AA9609'REACH THE STATION FROM THE JUNCTION OF N.Y. HWY 25A (FORT SALONGA
 AA9609'ROAD) AND RESERVOIR AVENUE IN NORTHPORT, GO NORTH ON RESERVOIR AVENUE
 AA9609'FOR 0.75 KM (0.45 MI) TO THE JUNCTION WITH CHURCH STREET, TURN LEFT ON
 AA9609'CHURCH STREET AND PROCEED IN A NORTHERLY DIRECTION FOR 0.55 KM (0.35
 AA9609'MI) TO A TRAFFIC LIGHT AT THE JUNCTION WITH MAIN STREET, PROCEED
 AA9609'STRAIGHT ACROSS ONTO OCEAN AVENUE AND GO IN A NORTHERLY DIRECTION FOR
 AA9609'2.1 KM (1.30 MI) TO THE JUNCTION WITH EATONS NECK ROAD, TURN LEFT ONTO
 AA9609'EATONS NECK ROAD AND PROCEED WEST AND NORTH FOR 1.15 KM (0.70 MI) TO
 AA9609'THE DRIVE LEADING TO ASHAROKEN BEACH PARK ON THE LEFT, TURN LEFT AND
 AA9609'PROCEED SOUTHWEST TO THE LIFEGUARD STATION THENCE PROCEED AFOOT ONTO
 AA9609'THE BEACH TO THE WOODEN GROIN JUST EAST OF THE LIFEGUARD STATION AND
 AA9609'TO THE STATION DRIVEN INTO THE TOP OF A WOODEN PILE.  THE STATION MARK
 AA9609'IS AN ALUMINUM PK NAIL AND WASHER STAMPED ---ASHA--- WHICH IS DRIVEN
 AA9609'INTO THE TOP OF A WOODEN GROIN NEAR ITS SHOREWARD END ABOUT 0.27 M
 AA9609'(0.89 FT) NORTHWEST OF THE SOUTHEAST END OF THE GROIN.  IT IS 23.5 M
 AA9609'(77.1 FT) WEST OF POWER POLE NO 89 AT THE SEAWARD EDGE OF THE PARKING
 AA9609'AREA, 16.95 M (55.61 FT) NORTHWEST OF THE NORTHWEST SIDE OF THE BEACH
 AA9609'BUILDING AT A CONCRETE SLAB PATIO RESTROOM ENTRANCE, 9.45 M (31.00 FT)
 AA9609'NORTH-NORTHWEST OF THE BASE OF A 20 FOOT (6.1 M) FLAGPOLE WHICH IS
 AA9609'TILTED NORTH AND 0.27 M (0.89 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 AA9609'THE GROIN.  DESCRIBED BY C S MIDDLETON JR.
 AA9609
 AA9609                          STATION RECOVERY (2000)
 AA9609
 AA9609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 AA9609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2569 ***********************************************************************
 KU2569  DESIGNATION -  ASHAROKEN BCH CHESEBROUGHS HSE
 KU2569  PID         -  KU2569
 KU2569  STATE/COUNTY-  NY/SUFFOLK
 KU2569  USGS QUAD   -  NORTHPORT (1979)
 KU2569
 KU2569                         *CURRENT SURVEY CONTROL
 KU2569  ___________________________________________________________________
 KU2569* NAD 83(1996)-  40 55 48.00087(N)    073 21 47.59078(W)     ADJUSTED  
 KU2569* NAVD 88     -                                                        
 KU2569  ___________________________________________________________________
 KU2569  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KU2569  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 KU2569
 KU2569  HORZ ORDER  -  THIRD
 KU2569
 KU2569.The horizontal coordinates were established by classical geodetic methods
 KU2569.and adjusted by the National Geodetic Survey in January 1999..
 KU2569
 KU2569
 KU2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2569
 KU2569.The geoid height was determined by GEOID03.
 KU2569
 KU2569;                    North         East     Units Scale Factor Converg.
 KU2569;SPC NY L     -    84,960.817   353,631.579   MT  0.99999587   +0 24 59.4
 KU2569;SPC NY L     -   278,742.28  1,160,206.27   sFT  0.99999587   +0 24 59.4
 KU2569;SPC CT       -   163,319.099   253,151.172   MT  1.00003826   -0 24 23.8
 KU2569;SPC CT       -   535,822.74    830,546.80   sFT  1.00003826   -0 24 23.8
 KU2569;UTM  18      - 4,532,276.191   637,803.958   MT  0.99983373   +1 04 20.9
 KU2569
 KU2569                          SUPERSEDED SURVEY CONTROL
 KU2569
 KU2569  NAD 83(1996)-  40 55 48.00342(N)    073 21 47.59026(W) AD(       ) 4
 KU2569  NAD 83(1992)-  40 55 48.00269(N)    073 21 47.58831(W) AD(       ) 4
 KU2569  NAD 83(1986)-  40 55 48.00454(N)    073 21 47.59138(W) AD(       ) 4
 KU2569  NAD 27      -  40 55 47.64800(N)    073 21 49.17300(W) AD(       ) 3
 KU2569
 KU2569.Superseded values are not recommended for survey control.
 KU2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2569.See file dsdata.txt to determine how the superseded data were derived.
 KU2569
 KU2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3780432276(NAD 83)
 KU2569_MARKER: 86 = CUPOLA
 KU2569
 KU2569  HISTORY     - Date     Condition        Report By
 KU2569  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2569
 KU2569                          STATION DESCRIPTION
 KU2569
 KU2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2569'STATION IS CUPOLA ON A GREEN-SHINGLED PYRAMIDAL TOWER ON THE
 KU2569'HOUSE OF ALBERT CHESEBROUGH ON THE N SIDE OF ASHAROKEN BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2572 ***********************************************************************
 KU2572  DESIGNATION -  ASHAROKEN BEACH OLD HOUSE CUP
 KU2572  PID         -  KU2572
 KU2572  STATE/COUNTY-  NY/SUFFOLK
 KU2572  USGS QUAD   -  NORTHPORT (1979)
 KU2572
 KU2572                         *CURRENT SURVEY CONTROL
 KU2572  ___________________________________________________________________
 KU2572* NAD 83(1996)-  40 55 29.38422(N)    073 20 55.28671(W)     ADJUSTED  
 KU2572* NAVD 88     -                                                        
 KU2572  ___________________________________________________________________
 KU2572  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 KU2572  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 KU2572
 KU2572  HORZ ORDER  -  THIRD
 KU2572
 KU2572.The horizontal coordinates were established by classical geodetic methods
 KU2572.and adjusted by the National Geodetic Survey in January 1999..
 KU2572
 KU2572
 KU2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2572
 KU2572.The geoid height was determined by GEOID03.
 KU2572
 KU2572;                    North         East     Units Scale Factor Converg.
 KU2572;SPC NY L     -    84,395.547   354,859.496   MT  0.99999575   +0 25 33.6
 KU2572;SPC NY L     -   276,887.72  1,164,234.86   sFT  0.99999575   +0 25 33.6
 KU2572;SPC CT       -   162,736.224   254,370.895   MT  1.00003920   -0 23 49.1
 KU2572;SPC CT       -   533,910.43    834,548.51   sFT  1.00003920   -0 23 49.1
 KU2572;UTM  18      - 4,531,725.103   639,038.067   MT  0.99983793   +1 04 54.8
 KU2572
 KU2572                          SUPERSEDED SURVEY CONTROL
 KU2572
 KU2572  NAD 83(1996)-  40 55 29.38676(N)    073 20 55.28645(W) AD(       ) 4
 KU2572  NAD 83(1992)-  40 55 29.38603(N)    073 20 55.28434(W) AD(       ) 4
 KU2572  NAD 83(1986)-  40 55 29.38799(N)    073 20 55.28713(W) AD(       ) 4
 KU2572  NAD 27      -  40 55 29.03600(N)    073 20 56.85700(W) AD(       ) 3
 KU2572
 KU2572.Superseded values are not recommended for survey control.
 KU2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2572.See file dsdata.txt to determine how the superseded data were derived.
 KU2572
 KU2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3903831725(NAD 83)
 KU2572_MARKER: 86 = CUPOLA
 KU2572
 KU2572  HISTORY     - Date     Condition        Report By
 KU2572  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2572
 KU2572                          STATION DESCRIPTION
 KU2572
 KU2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2572'CUPOLA ON OLD UNUSED HOUSE ON BLUFF OVERLOOKING ASHAROKEN BEACH ON
 KU2572'PROPERTY OF METROPOLITAN SAND AND GRAVEL CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2426 ***********************************************************************
 LY2426  DESIGNATION -  ASHOKAN 1942
 LY2426  PID         -  LY2426
 LY2426  STATE/COUNTY-  NY/ULSTER
 LY2426  USGS QUAD   -  ASHOKAN (1964)
 LY2426
 LY2426                         *CURRENT SURVEY CONTROL
 LY2426  ___________________________________________________________________
 LY2426* NAD 83(1996)-  41 56 41.25069(N)    074 12 44.75396(W)     ADJUSTED  
 LY2426* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LY2426  ___________________________________________________________________
 LY2426  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 LY2426  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY2426
 LY2426  HORZ ORDER  -  THIRD
 LY2426
 LY2426.The horizontal coordinates were established by classical geodetic methods
 LY2426.and adjusted by the National Geodetic Survey in January 1999..
 LY2426
 LY2426.The orthometric height was scaled from a topographic map.
 LY2426
 LY2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2426
 LY2426.The geoid height was determined by GEOID03.
 LY2426
 LY2426;                    North         East     Units Scale Factor Converg.
 LY2426;SPC NY E     -   345,508.535   173,843.466   MT  0.99990699   +0 11 32.0
 LY2426;SPC NY E     - 1,133,555.92    570,351.44   sFT  0.99990699   +0 11 32.0
 LY2426;UTM  18      - 4,643,946.462   565,281.108   MT  0.99965244   +0 31 35.2
 LY2426
 LY2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2426!SPC NY E     -   0.99997215  x   0.99990699  =   0.99987914
 LY2426!UTM  18      -   0.99997215  x   0.99965244  =   0.99962460
 LY2426
 LY2426                          SUPERSEDED SURVEY CONTROL
 LY2426
 LY2426  NAD 83(1986)-  41 56 41.25302(N)    074 12 44.75492(W) AD(       ) 3
 LY2426  NAD 27      -  41 56 40.91900(N)    074 12 46.23100(W) AD(       ) 3
 LY2426
 LY2426.Superseded values are not recommended for survey control.
 LY2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2426.See file dsdata.txt to determine how the superseded data were derived.
 LY2426
 LY2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM6528143946(NAD 83)
 LY2426_MARKER: DS = TRIANGULATION STATION DISK
 LY2426_SETTING: 0 = UNSPECIFIED SETTING
 LY2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2426
 LY2426  HISTORY     - Date     Condition        Report By
 LY2426  HISTORY     - 1942     MONUMENTED       CGS
 LY2426  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LY2426  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LY2426  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LY2426
 LY2426                          STATION DESCRIPTION
 LY2426
 LY2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2426'STATION IS ON THE TOP OF THE J. WALDO SMITH MEMORIAL MONUMENT,
 LY2426'A LARGE CONCRETE AND MASONRY STRUCTURE SITUATED ON THE
 LY2426'ASHOKAN RESERVOIR SITE, ABOUT 1/4 MILE W OF THE GATE HOUSE AT
 LY2426'DIVIDING WEIR.  THE MARK IS THE BRASS SHANK OF A STATION DISK
 LY2426'SET FLUSH IN THE INNER SIDE OF THE NW PARAPET WALL AROUND THE
 LY2426'TOP OF THE MONUMENT WITH A CROSS FILED ON THE END OF THE
 LY2426'SHANK.  IT IS 3.220 METERS NE OF THE INSIDE W CORNER OF THE
 LY2426'PARAPET WALL, 3.170 METERS SW OF THE INSIDE N CORNER OF THE
 LY2426'PARAPET WALL AND 0.390 METER FOWN FROM THE INSIDE TOP EDGE OF
 LY2426'THE PARAPET WALL.  AN ECCENTRIC SET UP CAN BE MADE FROM ANY
 LY2426'POINT ON THE ROOF OF THE MONUMENT.  THE DAM, WEIR, AND
 LY2426'RESERVOIR ARE CONSTANTLY PATROLLED BY THE U.S. ARMY AND
 LY2426'ALL TRAFFIC CHALLENGED AT THE SITE.  FOR PASSES FROM
 LY2426'STATE AUTHORITY APPLY TO W.D. HUBBARD, NEW YORK DEPARTMENT OF
 LY2426'WATER SUPPLY, BOX 908, PHONE 1565, DIVISION ENGINEER,
 LY2426'KINGSTON, NEW YORK.
 LY2426'
 LY2426'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 LY2426'
 LY2426'THE AZIMUTH MARK FOR THIS STATION IS U.S. COAST AND GEODETIC
 LY2426'SURVEY TRIANGULATION STATION SAMSON.  IT IS ON HIGH POINT
 LY2426'MOUNTAIN ABOUT 2.5 MILES N OF SAMSONVILLE.  IT IS REACHED FROM
 LY2426'SAMSONVILLE BY GOING NORTHWESTERLY FROM THE POST OFFICE ON A
 LY2426'MACADAM ROAD FOR 0.5 MILE, THEN TURN RIGHT AND GO 1.55 MILES
 LY2426'TO A SIDE ROAD LEFT UP THE MOUNTAIN.  TURN LEFT AND FOLLOW THE
 LY2426'GRAVEL ROAD UP MOUNTAIN AND JUST BEYOND THE SUMMIT OF A SADDLE
 LY2426'FOR 1.75 MILES TO A WIDE FIRE BREAK ON THE RIGHT AND THE END
 LY2426'OF TRUCK TRAVEL.  FROM HERE GO NORTHERLY AND UPHILL FOR 100
 LY2426'FEET, THEN KEEP RIGHT-HAND TRAIL AND FOLLOW TO THE TOP OF
 LY2426'THE MOUNTAIN AND THE MARK IN BEDROCK.  IT IS A 50-MINUTE
 LY2426'PACK ALONG A GOOD TRAIL.
 LY2426'
 LY2426'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT SAMSON.
 LY2426'
 LY2426'A 4-FOOT STAND WILL SEE A 30-FOOT LIGHT AT TICETYONK 1940.
 LY2426'
 LY2426'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT SHOKAN.
 LY2426'
 LY2426'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LY2426
 LY2426                          STATION RECOVERY (1975)
 LY2426
 LY2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2426'STATION COULD NOT BE VISITED AT THIS TIME BECAUSE THE
 LY2426'ENTRANCES TO THE J. WALDO SMITH MEMORIAL TOWER HAVE BEEN SEALED
 LY2426'OFF WITH CONCRETE, APPARENTLY DUE TO THE UNSAFE CONDITION OF
 LY2426'THE TOWER.  A 60 OR 70 FOOT LADDER WOULD BE REQUIRED TO SCALE
 LY2426'THE TOWER.  THERE ARE NOW MANY SPRUCE TREES SURROUNDING THE
 LY2426'TOWER AND CONSIDERABLY TALLER THAN IT, SO VIEW WOULD BE
 LY2426'OBSTRUCTED.
 LY2426'
 LY2426'TO REACH STATION FROM CENTER OF SHOKAN, GO SOUTH FOR 1.8 MILES
 LY2426'TO T-JUNCTION JUST AFTER CROSSING THE DAM ON SHOKAN
 LY2426'RESERVOIR.  TURN RIGHT AND GO SOUTHWEST 0.5 MILE TO TIMBERED
 LY2426'KNOLL ON LEFT, AND THE MEMORIAL TOWER ABOUT 125 YARDS
 LY2426'SOUTHEAST OF THE ROAD.
 LY2426'
 LY2426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2426'2 MILES SOUTH OF SHOKAN.
 LY2426
 LY2426                          STATION RECOVERY (1984)
 LY2426
 LY2426'RECOVERY NOTE BY US POWER SQUADRON 1984 (CBS)
 LY2426'STATION FOUND AS REPORTED BY R.F.HANSON 1975 COULD NOT ENTER.
 LY2426'
 LY2426'EXCEPTION TO REPORT - MANY PINE TREES SURROUND MEMORIAL APPROXIMATELY
 LY2426'20 FEET HIGHER.  THERE ARE NO SPRUCE TREES IN VICINITY.
 LY2426
 LY2426                          STATION RECOVERY (1989)
 LY2426
 LY2426'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBS)
 LY2426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9610 ***********************************************************************
 AA9610  DESIGNATION -  ASPIT
 AA9610  PID         -  AA9610
 AA9610  STATE/COUNTY-  NY/SUFFOLK
 AA9610  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9610
 AA9610                         *CURRENT SURVEY CONTROL
 AA9610  ___________________________________________________________________
 AA9610* NAD 83(1996)-  40 56 18.82530(N)    073 22 36.40151(W)     ADJUSTED  
 AA9610* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AA9610  ___________________________________________________________________
 AA9610  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA9610  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AA9610
 AA9610  HORZ ORDER  -  THIRD
 AA9610
 AA9610.The horizontal coordinates were established by classical geodetic methods
 AA9610.and adjusted by the National Geodetic Survey in January 1999..
 AA9610
 AA9610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9610
 AA9610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9610
 AA9610.The geoid height was determined by GEOID03.
 AA9610
 AA9610;                    North         East     Units Scale Factor Converg.
 AA9610;SPC NY L     -    85,903.447   352,482.892   MT  0.99999609   +0 24 27.5
 AA9610;SPC NY L     -   281,834.89  1,156,437.62   sFT  0.99999609   +0 24 27.5
 AA9610;UTM  18      - 4,533,205.453   636,644.743   MT  0.99982981   +1 03 49.6
 AA9610
 AA9610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9610!SPC NY L     -   1.00000449  x   0.99999609  =   1.00000058
 AA9610!UTM  18      -   1.00000449  x   0.99982981  =   0.99983430
 AA9610
 AA9610                          SUPERSEDED SURVEY CONTROL
 AA9610
 AA9610  NAD 83(1996)-  40 56 18.82787(N)    073 22 36.40069(W) AD(       ) 3
 AA9610  NAD 83(1986)-  40 56 18.82855(N)    073 22 36.40259(W) AD(       ) 3
 AA9610  NGVD 29 (01/19/96)    2.2    (m)            7.     (f) VERT ANG       
 AA9610
 AA9610.Superseded values are not recommended for survey control.
 AA9610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9610.See file dsdata.txt to determine how the superseded data were derived.
 AA9610
 AA9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3664533205(NAD 83)
 AA9610_MARKER: DD = SURVEY DISK
 AA9610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9610_STAMPING: ASPIT 1990
 AA9610_MARK LOGO: NOS   
 AA9610_PROJECTION: PROJECTING 5 CENTIMETERS
 AA9610_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9610+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9610_ROD/PIPE-DEPTH: 1.05 meters
 AA9610
 AA9610  HISTORY     - Date     Condition        Report By
 AA9610  HISTORY     - 1990     MONUMENTED       NOS
 AA9610
 AA9610                          STATION DESCRIPTION
 AA9610
 AA9610'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9610'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9610'OF THE ISLAND ON THE EAST SIDE OF EATONS NECK ON THE NORTHEAST SHORE
 AA9610'OF DUCK ISLAND HARBOR ABOUT DUE EAST OF WALNUT NECK ALONG A NARROW
 AA9610'SANDY STRIP OF LAND WHICH CONNECTS EATONS NECK TO THE LONG ISLAND
 AA9610'MAINLAND NEAR THE NORTHWEST LIMITS OF THE VILLAGE OF ASHAROKEN BEACH.
 AA9610'TO REACH THE STATION FROM THE JUNCTION OF N.Y. HWY 25A (FORT SALONGA
 AA9610'ROAD) AND RESERVOIR AVENUE IN NORTHPORT, GO NORTH ON RESERVOIR AVENUE
 AA9610'FOR 0.75 KM (0.45 MI) TO THE JUNCTION WITH CHURCH STREET, TURN LEFT ON
 AA9610'CHURCH STREET AND PROCEED IN A NORTHERLY DIRECTION FOR 0.55 KM (0.35
 AA9610'MI) TO A TRAFFIC LIGHT AT THE JUNCTION WITH MAIN STREET.  PROCEED
 AA9610'STRAIGHT ACROSS ONTO OCEAN AVENUE AND GO IN A NORTHERLY DIRECTION FOR
 AA9610'2.1 KM (1.30 MI) TO THE JUNCTION WITH EATONS NECK ROAD, TURN LEFT ONTO
 AA9610'EATONS NECK ROAD AND PROCEED WEST AND NORTH FOR 4.5 KM (2.80 MI) TO A
 AA9610'WITNESS SIGN ATTACHED TO A WOODEN FENCEPOST ON THE SOUTH SIDE OF A
 AA9610'SMALL SANDY PARKING AREA ON THE LEFT, TURN LEFT INTO THE PARKING AREA
 AA9610'AND THEN WALK SOUTHWEST DOWN THE EMBANKMENT TO THE STATION ON THE
 AA9610'RIGHT.  THE STATION MARK IS AN NOS ALUMINUM DISK STAMPED ---ASPIT
 AA9610'1990---  WHICH IS CRIMPED TO THE TOP OF AN ALUMINUM ROD WHICH IS
 AA9610'DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE.  IT IS
 AA9610'30.6 M (100.4 FT) SOUTHWEST OF THE CENTERLINE OF ASHAROKEN BEACH ROAD
 AA9610'AND 2.0 M (6.6 FT) NORTHEAST OF THE APPARENT HIGH WATER LINE OF DUCK
 AA9610'ISLAND HARBOR.  DESCRIBED BY A L GRIMES III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4589 ***********************************************************************
 LX4589  DESIGNATION -  ASTOR POINT LIGHT
 LX4589  PID         -  LX4589
 LX4589  STATE/COUNTY-  NY/DUTCHESS
 LX4589  USGS QUAD   -  KINGSTON EAST (1980)
 LX4589
 LX4589                         *CURRENT SURVEY CONTROL
 LX4589  ___________________________________________________________________
 LX4589* NAD 83(1996)-  41 59 24.61136(N)    073 56 02.52241(W)     ADJUSTED  
 LX4589* NAVD 88     -                                                        
 LX4589  ___________________________________________________________________
 LX4589  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LX4589  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX4589
 LX4589  HORZ ORDER  -  THIRD
 LX4589
 LX4589.The horizontal coordinates were established by classical geodetic methods
 LX4589.and adjusted by the National Geodetic Survey in January 1999..
 LX4589
 LX4589
 LX4589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4589
 LX4589.The geoid height was determined by GEOID03.
 LX4589
 LX4589;                    North         East     Units Scale Factor Converg.
 LX4589;SPC NY E     -   350,663.234   196,893.322   MT  0.99992705   +0 22 43.1
 LX4589;SPC NY E     - 1,150,467.63    645,974.17   sFT  0.99992705   +0 22 43.1
 LX4589;UTM  18      - 4,649,234.309   588,294.899   MT  0.99969593   +0 42 47.4
 LX4589
 LX4589                          SUPERSEDED SURVEY CONTROL
 LX4589
 LX4589  NAD 83(1986)-  41 59 24.61135(N)    073 56 02.52295(W) AD(       ) 4
 LX4589  NAD 27      -  41 59 24.28100(N)    073 56 04.03300(W) AD(       ) 3
 LX4589
 LX4589.Superseded values are not recommended for survey control.
 LX4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4589.See file dsdata.txt to determine how the superseded data were derived.
 LX4589
 LX4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8829549234(NAD 83)
 LX4589
 LX4589  HISTORY     - Date     Condition        Report By
 LX4589  HISTORY     - 1934     MONUMENTED       CGS
 LX4589  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4589  HISTORY     - 1984     GOOD             USPSQD
 LX4589
 LX4589                          STATION DESCRIPTION
 LX4589
 LX4589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4589'ON E SIDE OF RIVER, 3/4 MILE S OF BARRYTOWN, ON SMALL ISLAND S
 LX4589'OF ASTOR POINT.
 LX4589'
 LX4589'WHITE FLASHING LIGHT WITH RED SKELETON TOWER AND WHITE TANK HOUSE.
 LX4589
 LX4589                          STATION RECOVERY (1935)
 LX4589
 LX4589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4589'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX4589
 LX4589                          STATION RECOVERY (1984)
 LX4589
 LX4589'RECOVERY NOTE BY US POWER SQUADRON 1984 (MEB)
 LX4589'STATION RECOVERED GOOD.
 LX4589'
 LX4589'ASTOR POINT LIGHT ON THE EAST BANK OF THE HUDSON RIVER AT POSITION
 LX4589'LAT, 41 59.40 MIN N LO 73 56.07 MIN W IS PAINTED WHITE IN LOCATION
 LX4589'NOTED.  A METAL FRAME CONSTRUCTED TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3750 ***********************************************************************
 KU3750  DESIGNATION -  ASTORIA 1938
 KU3750  PID         -  KU3750
 KU3750  STATE/COUNTY-  NY/QUEENS
 KU3750  USGS QUAD   -  FLUSHING (1979)
 KU3750
 KU3750                         *CURRENT SURVEY CONTROL
 KU3750  ___________________________________________________________________
 KU3750* NAD 83(1996)-  40 45 30.42470(N)    073 51 19.41488(W)     ADJUSTED  
 KU3750* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 KU3750  ___________________________________________________________________
 KU3750  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 KU3750  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU3750
 KU3750  HORZ ORDER  -  THIRD
 KU3750
 KU3750.The horizontal coordinates were established by classical geodetic methods
 KU3750.and adjusted by the National Geodetic Survey in January 1999..
 KU3750
 KU3750.The orthometric height was scaled from a topographic map.
 KU3750
 KU3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3750
 KU3750.The geoid height was determined by GEOID03.
 KU3750
 KU3750;                    North         East     Units Scale Factor Converg.
 KU3750;SPC NY L     -    65,725.386   312,210.791   MT  0.99999617   +0 05 40.5
 KU3750;SPC NY L     -   215,634.04  1,024,311.57   sFT  0.99999617   +0 05 40.5
 KU3750;SPC NY E     -   213,925.773   204,426.366   MT  0.99993645   +0 25 15.1
 KU3750;SPC NY E     -   701,854.81    670,688.84   sFT  0.99993645   +0 25 15.1
 KU3750;UTM  18      - 4,512,573.524   596,614.733   MT  0.99971489   +0 44 50.4
 KU3750
 KU3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3750!SPC NY L     -   1.00000295  x   0.99999617  =   0.99999912
 KU3750!SPC NY E     -   1.00000295  x   0.99993645  =   0.99993940
 KU3750!UTM  18      -   1.00000295  x   0.99971489  =   0.99971784
 KU3750
 KU3750:                Primary Azimuth Mark                     Grid Az
 KU3750:SPC NY L     -  SCHOOL                                   025 44 32.0
 KU3750:SPC NY E     -  SCHOOL                                   025 24 57.4
 KU3750:UTM  18      -  SCHOOL                                   025 05 22.1
 KU3750
 KU3750|---------------------------------------------------------------------|
 KU3750| PID    Reference Object                     Distance      Geod. Az  |
 KU3750|                                                           dddmmss.s |
 KU3750| KU3859 SCHOOL                              APPROX. 2.5 KM 0255012.5 |
 KU3750| KU3301 TRYLON                              APPROX. 1.7 KM 1462155.2 |
 KU3750|---------------------------------------------------------------------|
 KU3750
 KU3750                          SUPERSEDED SURVEY CONTROL
 KU3750
 KU3750  NAD 83(1996)-  40 45 30.42527(N)    073 51 19.41463(W) AD(       ) 3
 KU3750  NAD 83(1992)-  40 45 30.42462(N)    073 51 19.41479(W) AD(       ) 3
 KU3750  NAD 83(1986)-  40 45 30.42880(N)    073 51 19.41375(W) AD(       ) 3
 KU3750  NAD 27      -  40 45 30.05600(N)    073 51 20.92900(W) AD(       ) 3
 KU3750
 KU3750.Superseded values are not recommended for survey control.
 KU3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3750.See file dsdata.txt to determine how the superseded data were derived.
 KU3750
 KU3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9661512574(NAD 83)
 KU3750_MARKER: X = CHISELED CROSS
 KU3750_SETTING: 0 = UNSPECIFIED SETTING
 KU3750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3750
 KU3750  HISTORY     - Date     Condition        Report By
 KU3750  HISTORY     - 1938     MONUMENTED       CGS
 KU3750  HISTORY     - 20060510 MARK NOT FOUND   GEOCAC
 KU3750
 KU3750                          STATION DESCRIPTION
 KU3750
 KU3750'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (MAH)
 KU3750'STATION IS A CHISELED CROSS IN N SIDEWALK ON NORTHERN BOULEVARD
 KU3750'BRIDGE OVER ASTORIA BOULEVARD, (SOUTHBOUND LANE), ABOUT 1/2 MILE
 KU3750'N OF TRYLON AND PERISPHERE AT WORLDS FAIR GROUNDS, 42.55 FEET E OF
 KU3750'W EDGE OF CONCRETE WALK, 21.55 FEET W OF E EDGE OF CONCRETE WALK,
 KU3750'3.47 FEET S OF FACE OF STONE BRIDGE WALL AND 6.81 FEET FROM N
 KU3750'CURB OF NORTHERN BOULEVARD.
 KU3750'
 KU3750'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KU3750
 KU3750                          STATION RECOVERY (2006)
 KU3750
 KU3750'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3750'THE MARK WAS NOT FOUND.
 KU3750' 
 KU3750'ASTORIA BOULEVARD NO LONGER PASSES UNDER NORTHERN BOULEVARD AT THIS
 KU3750'POINT. IT DISSAPEARS AND JOINS THE GRAND CENTRAL PARKWAY. THE OLD
 KU3750'OVERPASS IS STILL IN EXISTANCE HOWEVER, AND IS ONE OF A SET OF
 KU3750'OVERPASSES OVER THE GRAND CENTRAL PARKWAY. THE SIDE WALK NO LONGER
 KU3750'EXISTS ON THIS OVERPASS AND THE ENTIRE ROADWAY HAS BEEN RESURFACED.
 KU3750' 
 KU3750'THE MARK IS EITHER COVERED BY THE NEW CONSTRUCTION OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3916 ***********************************************************************
 KU3916  DESIGNATION -  ASTORIA EAST GAS HOLDER
 KU3916  PID         -  KU3916
 KU3916  STATE/COUNTY-  NY/QUEENS
 KU3916  USGS QUAD   -  CENTRAL PARK (1979)
 KU3916
 KU3916                         *CURRENT SURVEY CONTROL
 KU3916  ___________________________________________________________________
 KU3916* NAD 83(1996)-  40 47 03.42091(N)    073 54 41.19124(W)     ADJUSTED  
 KU3916* NAVD 88     -                                                        
 KU3916  ___________________________________________________________________
 KU3916  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KU3916  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU3916
 KU3916  HORZ ORDER  -  THIRD
 KU3916
 KU3916.The horizontal coordinates were established by classical geodetic methods
 KU3916.and adjusted by the National Geodetic Survey in January 1999..
 KU3916
 KU3916
 KU3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3916
 KU3916.The geoid height was determined by GEOID03.
 KU3916
 KU3916;                    North         East     Units Scale Factor Converg.
 KU3916;SPC NY L     -    68,587.736   307,475.047   MT  0.99999556   +0 03 28.5
 KU3916;SPC NY L     -   225,024.93  1,008,774.38   sFT  0.99999556   +0 03 28.5
 KU3916;SPC NY E     -   216,760.920   199,674.690   MT  0.99993036   +0 23 04.1
 KU3916;SPC NY E     -   711,156.45    655,099.38   sFT  0.99993036   +0 23 04.1
 KU3916;SPC NJ       -   216,760.920   199,674.690   MT  0.99993036   +0 23 04.1
 KU3916;SPC NJ       -   711,156.45    655,099.38   sFT  0.99993036   +0 23 04.1
 KU3916;UTM  18      - 4,515,380.913   591,848.043   MT  0.99970383   +0 42 40.0
 KU3916
 KU3916                          SUPERSEDED SURVEY CONTROL
 KU3916
 KU3916  NAD 83(1996)-  40 47 03.42139(N)    073 54 41.19180(W) AD(       ) 4
 KU3916  NAD 83(1992)-  40 47 03.42043(N)    073 54 41.19242(W) AD(       ) 4
 KU3916  NAD 83(1986)-  40 47 03.42394(N)    073 54 41.19050(W) AD(       ) 4
 KU3916  NAD 27      -  40 47 03.05600(N)    073 54 42.70700(W) AD(       ) 3
 KU3916
 KU3916.Superseded values are not recommended for survey control.
 KU3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3916.See file dsdata.txt to determine how the superseded data were derived.
 KU3916
 KU3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9184815381(NAD 83)
 KU3916_MARKER: 51 = TANK
 KU3916
 KU3916  HISTORY     - Date     Condition        Report By
 KU3916  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3916  HISTORY     - 20060405 MARK NOT FOUND   GEOCAC
 KU3916
 KU3916                          STATION DESCRIPTION
 KU3916
 KU3916'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3916'THE EASTERLY ONE OF TWIN GAS HOLDERS S OF THE EAST RIVER, IN
 KU3916'LAWRENCE POINT IN ASTORIA ON THE N SIDE OF 20TH AVENUE JUST E OF
 KU3916'THE PROLONGATION OF 21ST STREET.  IT IS A RED, STEEL,
 KU3916'EXPANSION-TYPE GAS HOLDER (APPROXIMATELY 50 METERS IN DIAMETER).
 KU3916'
 KU3916'THE STATION IS THE HOLDERS TOP CENTER, APPROXIMATELY 150 FEET
 KU3916'ABOVE GROUND.
 KU3916
 KU3916                          STATION RECOVERY (2006)
 KU3916
 KU3916'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3916'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU3916' 
 KU3916'THE GAS HOLDER HAS BEEN DEMOLISHED AND ONLY A LARGE CIRCULAR CONCRETE
 KU3916'FOUNDATION HOLE REMAINS.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3918 ***********************************************************************
 KU3918  DESIGNATION -  ASTORIA OAKS MFG CO ROOF TANK
 KU3918  PID         -  KU3918
 KU3918  STATE/COUNTY-  NY/QUEENS
 KU3918  USGS QUAD   -  CENTRAL PARK (1979)
 KU3918
 KU3918                         *CURRENT SURVEY CONTROL
 KU3918  ___________________________________________________________________
 KU3918* NAD 83(1996)-  40 46 53.79288(N)    073 53 57.47174(W)     ADJUSTED  
 KU3918* NAVD 88     -                                                        
 KU3918  ___________________________________________________________________
 KU3918  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 KU3918  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU3918
 KU3918  HORZ ORDER  -  THIRD
 KU3918
 KU3918.The horizontal coordinates were established by classical geodetic methods
 KU3918.and adjusted by the National Geodetic Survey in January 1999..
 KU3918
 KU3918
 KU3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3918
 KU3918.The geoid height was determined by GEOID03.
 KU3918
 KU3918;                    North         East     Units Scale Factor Converg.
 KU3918;SPC NY L     -    68,291.847   308,500.471   MT  0.99999561   +0 03 57.1
 KU3918;SPC NY L     -   224,054.17  1,012,138.63   sFT  0.99999561   +0 03 57.1
 KU3918;SPC NY E     -   216,470.899   200,701.717   MT  0.99993163   +0 23 32.5
 KU3918;SPC NY E     -   710,204.94    658,468.88   sFT  0.99993163   +0 23 32.5
 KU3918;SPC NJ       -   216,470.899   200,701.717   MT  0.99993163   +0 23 32.5
 KU3918;SPC NJ       -   710,204.94    658,468.88   sFT  0.99993163   +0 23 32.5
 KU3918;UTM  18      - 4,515,096.816   592,876.474   MT  0.99970617   +0 43 08.4
 KU3918
 KU3918                          SUPERSEDED SURVEY CONTROL
 KU3918
 KU3918  NAD 83(1996)-  40 46 53.79341(N)    073 53 57.47222(W) AD(       ) 4
 KU3918  NAD 83(1992)-  40 46 53.79248(N)    073 53 57.47281(W) AD(       ) 4
 KU3918  NAD 83(1986)-  40 46 53.79599(N)    073 53 57.47094(W) AD(       ) 4
 KU3918  NAD 27      -  40 46 53.42600(N)    073 53 58.98600(W) AD(       ) 3
 KU3918
 KU3918.Superseded values are not recommended for survey control.
 KU3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3918.See file dsdata.txt to determine how the superseded data were derived.
 KU3918
 KU3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9287615097(NAD 83)
 KU3918_MARKER: 53 = ELEVATED TANK
 KU3918
 KU3918  HISTORY     - Date     Condition        Report By
 KU3918  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3918  HISTORY     - 1957     GOOD             CGS
 KU3918
 KU3918                          STATION DESCRIPTION
 KU3918
 KU3918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3918'THE NORTHERLY OF THREE TANKS S OF EAST RIVER, IN ASTORIA ON THE
 KU3918'WATERFRONT OF BOWERY BAY APPROXIMATELY 165 METERS W OF 38TH
 KU3918'STREET.  IT IS IN THE PLANT OF THE OAKS MANUFACTURING COMPANY
 KU3918'(NOT IN OPERATION), RISING FROM THE ROOF OF A 1-STORY CONCRETE
 KU3918'BUILDING.
 KU3918'
 KU3918'IT IS A CYLINRICAL, BLACK, STEEL TANK SURMOUNTING 4 STRUCTURAL
 KU3918'STEEL COLUMNS, WITH THE NAME OAKS MFG. CO. IN WHITE LETTERS ON ITS
 KU3918'SIDE.  AN 8-FOOT WIRE FENCE ENCLOSES THE BUILDING.
 KU3918'
 KU3918'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 125 FEET ABOVE
 KU3918'GROUND.
 KU3918
 KU3918                          STATION RECOVERY (1957)
 KU3918
 KU3918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 KU3918'THE INTERSECTION STATION WAS RECOVERED.  WITH THE EXCEPTION THAT
 KU3918'THE OAKS MANUFACTURING CO. NO LONGER OCCUPIES THE SIGHT.  THE
 KU3918'BUILDING, ON WHICH THE TANK IS LOCATED, IS NOW BEING USED BY AN
 KU3918'INDEPENDENT MACHINE SHOP.  THE TANK AND BUILDING UPON WHICH IT IS
 KU3918'LOCATED WERE FOUND TO BE IN FAIR CONDITION.
 KU3918'
 KU3918'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2141 ***********************************************************************
 KU2141  DESIGNATION -  ASTORIA PK
 KU2141  PID         -  KU2141
 KU2141  STATE/COUNTY-  NY/QUEENS
 KU2141  USGS QUAD   -  CENTRAL PARK (1979)
 KU2141
 KU2141                         *CURRENT SURVEY CONTROL
 KU2141  ___________________________________________________________________
 KU2141* NAD 83(1996)-  40 46 41.62031(N)    073 55 34.28424(W)     ADJUSTED  
 KU2141* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 KU2141  ___________________________________________________________________
 KU2141  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KU2141  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU2141
 KU2141  HORZ ORDER  -  THIRD
 KU2141
 KU2141.The horizontal coordinates were established by classical geodetic methods
 KU2141.and adjusted by the National Geodetic Survey in January 1999..
 KU2141
 KU2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2141
 KU2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2141
 KU2141.The geoid height was determined by GEOID03.
 KU2141
 KU2141;                    North         East     Units Scale Factor Converg.
 KU2141;SPC NY L     -    67,914.099   306,230.753   MT  0.99999568   +0 02 53.8
 KU2141;SPC NY L     -   222,814.84  1,004,692.06   sFT  0.99999568   +0 02 53.8
 KU2141;SPC NY E     -   216,080.249   198,434.337   MT  0.99992886   +0 22 29.2
 KU2141;SPC NY E     -   708,923.28    651,029.99   sFT  0.99992886   +0 22 29.2
 KU2141;SPC NJ       -   216,080.249   198,434.337   MT  0.99992886   +0 22 29.2
 KU2141;SPC NJ       -   708,923.28    651,029.99   sFT  0.99992886   +0 22 29.2
 KU2141;UTM  18      - 4,514,693.337   590,611.871   MT  0.99970106   +0 42 05.0
 KU2141
 KU2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2141!SPC NY L     -   1.00000437  x   0.99999568  =   1.00000005
 KU2141!SPC NY E     -   1.00000437  x   0.99992886  =   0.99993323
 KU2141!SPC NJ       -   1.00000437  x   0.99992886  =   0.99993323
 KU2141!UTM  18      -   1.00000437  x   0.99970106  =   0.99970543
 KU2141
 KU2141                          SUPERSEDED SURVEY CONTROL
 KU2141
 KU2141  NAD 83(1996)-  40 46 41.62086(N)    073 55 34.28461(W) AD(       ) 3
 KU2141  NAD 83(1992)-  40 46 41.62047(N)    073 55 34.28463(W) AD(       ) 3
 KU2141  NAD 83(1986)-  40 46 41.62303(N)    073 55 34.28389(W) AD(       ) 3
 KU2141  NGVD 29 (05/04/87)    4.0    (m)           13.     (f) VERT ANG       
 KU2141
 KU2141.Superseded values are not recommended for survey control.
 KU2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2141.See file dsdata.txt to determine how the superseded data were derived.
 KU2141
 KU2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9061214693(NAD 83)
 KU2141_MARKER: N = NAIL
 KU2141_SETTING: 0 = UNSPECIFIED SETTING
 KU2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2141
 KU2141  HISTORY     - Date     Condition        Report By
 KU2141  HISTORY     - 1986     MONUMENTED       NOS
 KU2141
 KU2141                          STATION DESCRIPTION
 KU2141
 KU2141'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2141'THE STATION IS LOCATED ALONG THE EAST RIVER IN ASTORIA PARK IN
 KU2141'QUEENS, NEW YORK CITY.
 KU2141'
 KU2141'TO REACH THE STATION FROM THE TRIBOROUGH BRIDGE TOLL BOOTH
 KU2141'GO SOUTH OVER THE BRIDGE TO QUEENS AND EXIT AT 31ST STREET.
 KU2141'CONTINUE STRAIGHT ON 31ST STREET TO THE SECOND TRAFFIC LIGHT
 KU2141'AND TURN LEFT.  GO STRAIGHT TO THE FIRST TRAFFIC LIGHT AND
 KU2141'TURN LEFT AGAIN.  CONTINUE STRAIGHT FOR 0.5 MILE TO 21ST STREET
 KU2141'AND TURN LEFT.  GO ONE BLOCK TO A TRAFFIC LIGHT AND TURN RIGHT.
 KU2141'GO STRAIGHT FOR 0.25 MILE TO END OF STREET AND TURN RIGHT INTO
 KU2141'ASTORIA PARK AND FOLLOW THE ROAD FOR APPROXIMATELY 0.1 MILE TO
 KU2141'THE AREA OF THE STATION ON THE CONCRETE SIDEWALK BETWEEN THE ROAD
 KU2141'AND THE RIVER.
 KU2141'
 KU2141'THE STATION IS A SURVEYORS PK DRIVEN INTO A JOINT IN THE CONCRETE
 KU2141'SIDEWALK AND SURROUNDED BY UNIVERSAL ORANGE PAINT.
 KU2141'
 KU2141'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KU2141'
 KU2141'SECURITY AT THIS STATION IS NONEXISTENT.  SURVEY GEAR WAS STOLEN
 KU2141'DURING THIS SURVEY.  ANY SURVEY WORK DONE USING THIS STATION WILL
 KU2141'REQUIRE CONSTANT SCRUTINY OF THE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3917 ***********************************************************************
 KU3917  DESIGNATION -  ASTORIA STEINWAY AND CO S TANK
 KU3917  PID         -  KU3917
 KU3917  STATE/COUNTY-  NY/QUEENS
 KU3917  USGS QUAD   -  CENTRAL PARK (1979)
 KU3917
 KU3917                         *CURRENT SURVEY CONTROL
 KU3917  ___________________________________________________________________
 KU3917* NAD 83(1996)-  40 46 48.37413(N)    073 53 58.16073(W)     ADJUSTED  
 KU3917* NAVD 88     -                                                        
 KU3917  ___________________________________________________________________
 KU3917  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU3917  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU3917
 KU3917  HORZ ORDER  -  THIRD
 KU3917
 KU3917.The horizontal coordinates were established by classical geodetic methods
 KU3917.and adjusted by the National Geodetic Survey in January 1999..
 KU3917
 KU3917
 KU3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3917
 KU3917.The geoid height was determined by GEOID03.
 KU3917
 KU3917;                    North         East     Units Scale Factor Converg.
 KU3917;SPC NY L     -    68,124.677   308,484.507   MT  0.99999564   +0 03 56.7
 KU3917;SPC NY L     -   223,505.71  1,012,086.25   sFT  0.99999564   +0 03 56.7
 KU3917;SPC NY E     -   216,303.651   200,686.707   MT  0.99993161   +0 23 32.1
 KU3917;SPC NY E     -   709,656.23    658,419.64   sFT  0.99993161   +0 23 32.1
 KU3917;SPC NJ       -   216,303.651   200,686.707   MT  0.99993161   +0 23 32.1
 KU3917;SPC NJ       -   709,656.23    658,419.64   sFT  0.99993161   +0 23 32.1
 KU3917;UTM  18      - 4,514,929.522   592,862.421   MT  0.99970614   +0 43 07.9
 KU3917
 KU3917                          SUPERSEDED SURVEY CONTROL
 KU3917
 KU3917  NAD 83(1996)-  40 46 48.37464(N)    073 53 58.16120(W) AD(       ) 4
 KU3917  NAD 83(1992)-  40 46 48.37371(N)    073 53 58.16179(W) AD(       ) 4
 KU3917  NAD 83(1986)-  40 46 48.37721(N)    073 53 58.15991(W) AD(       ) 4
 KU3917  NAD 27      -  40 46 48.00800(N)    073 53 59.67500(W) AD(       ) 3
 KU3917
 KU3917.Superseded values are not recommended for survey control.
 KU3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3917.See file dsdata.txt to determine how the superseded data were derived.
 KU3917
 KU3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9286214930(NAD 83)
 KU3917_MARKER: 51 = TANK
 KU3917
 KU3917  HISTORY     - Date     Condition        Report By
 KU3917  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3917
 KU3917                          STATION DESCRIPTION
 KU3917
 KU3917'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3917'THE SOUTHERLY OF THREE TANKS S OF EAST RIVER, IN ASTORIA ON THE W
 KU3917'SIDE OF 38TH STREET APPROXIMATELY 164 METERS S OF ITS DEAD END AT
 KU3917'THE WATERFRONT OF BOWERY BAY.
 KU3917'
 KU3917'IT IS IN THE PLANT OF STEINWAY AND COMPANY, RISING FROM THE GROUND
 KU3917'JUST S OF A GREY CONCRETE BUILDING.  IT IS A CYLINDRICAL, BLACK,
 KU3917'STEEL TANK.
 KU3917'
 KU3917'THE STATION IS THE TANKS BALL APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3915 ***********************************************************************
 KU3915  DESIGNATION -  ASTORIA WEST GAS HOLDER
 KU3915  PID         -  KU3915
 KU3915  STATE/COUNTY-  NY/QUEENS
 KU3915  USGS QUAD   -  CENTRAL PARK (1979)
 KU3915
 KU3915                         *CURRENT SURVEY CONTROL
 KU3915  ___________________________________________________________________
 KU3915* NAD 83(1996)-  40 47 06.01982(N)    073 54 44.80779(W)     ADJUSTED  
 KU3915* NAVD 88     -                                                        
 KU3915  ___________________________________________________________________
 KU3915  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 KU3915  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU3915
 KU3915  HORZ ORDER  -  THIRD
 KU3915
 KU3915.The horizontal coordinates were established by classical geodetic methods
 KU3915.and adjusted by the National Geodetic Survey in January 1999..
 KU3915
 KU3915
 KU3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3915
 KU3915.The geoid height was determined by GEOID03.
 KU3915
 KU3915;                    North         East     Units Scale Factor Converg.
 KU3915;SPC NY L     -    68,667.819   307,390.171   MT  0.99999554   +0 03 26.2
 KU3915;SPC NY L     -   225,287.67  1,008,495.92   sFT  0.99999554   +0 03 26.2
 KU3915;SPC NY E     -   216,840.513   199,589.364   MT  0.99993026   +0 23 01.7
 KU3915;SPC NY E     -   711,417.58    654,819.44   sFT  0.99993026   +0 23 01.7
 KU3915;SPC NJ       -   216,840.513   199,589.364   MT  0.99993026   +0 23 01.7
 KU3915;SPC NJ       -   711,417.58    654,819.44   sFT  0.99993026   +0 23 01.7
 KU3915;UTM  18      - 4,515,460.000   591,762.284   MT  0.99970364   +0 42 37.7
 KU3915
 KU3915                          SUPERSEDED SURVEY CONTROL
 KU3915
 KU3915  NAD 83(1996)-  40 47 06.02030(N)    073 54 44.80837(W) AD(       ) 4
 KU3915  NAD 83(1992)-  40 47 06.01933(N)    073 54 44.80900(W) AD(       ) 4
 KU3915  NAD 83(1986)-  40 47 06.02284(N)    073 54 44.80705(W) AD(       ) 4
 KU3915  NAD 27      -  40 47 05.65500(N)    073 54 46.32300(W) AD(       ) 3
 KU3915
 KU3915.Superseded values are not recommended for survey control.
 KU3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3915.See file dsdata.txt to determine how the superseded data were derived.
 KU3915
 KU3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9176215460(NAD 83)
 KU3915_MARKER: 51 = TANK
 KU3915
 KU3915  HISTORY     - Date     Condition        Report By
 KU3915  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3915  HISTORY     - 20060405 MARK NOT FOUND   GEOCAC
 KU3915
 KU3915                          STATION DESCRIPTION
 KU3915
 KU3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3915'THE WESTERLY ONE OF TWIN GAS HOLDERS S OF THE EAST RIVER, ON
 KU3915'LAWRENCE POINT IN ASTORIA ON THE N SIDE OF 20TH AVENUE JUST W OF
 KU3915'THE PROLONGATION OF 21ST STREET.  IT IS A RED, STEEL,
 KU3915'EXPANSION-TYPE GAS HOLDER (APPROXIMATELY 50 METERS IN DIAMETER).
 KU3915'
 KU3915'THE STATION IS THE HOLDERS TOP CENTER, APPROXIMATELY 200 FEET
 KU3915'ABOVE GROUND.
 KU3915
 KU3915                          STATION RECOVERY (2006)
 KU3915
 KU3915'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3915'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU3915' 
 KU3915'THE GAS HOLDER HAS BEEN DEMOLISHED AND ONLY A LARGE CIRCULAR CONCRETE
 KU3915'FOUNDATION HOLE REMAINS.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3920 ***********************************************************************
 KU3920  DESIGNATION -  ASTORIA YELLOW STACK
 KU3920  PID         -  KU3920
 KU3920  STATE/COUNTY-  NY/QUEENS
 KU3920  USGS QUAD   -  CENTRAL PARK (1979)
 KU3920
 KU3920                         *CURRENT SURVEY CONTROL
 KU3920  ___________________________________________________________________
 KU3920* NAD 83(1996)-  40 46 18.45443(N)    073 54 29.66471(W)     ADJUSTED  
 KU3920* NAVD 88     -                                                        
 KU3920  ___________________________________________________________________
 KU3920  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KU3920  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU3920
 KU3920  HORZ ORDER  -  THIRD
 KU3920
 KU3920.The horizontal coordinates were established by classical geodetic methods
 KU3920.and adjusted by the National Geodetic Survey in January 1999..
 KU3920
 KU3920
 KU3920.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3920
 KU3920.The geoid height was determined by GEOID03.
 KU3920
 KU3920;                    North         East     Units Scale Factor Converg.
 KU3920;SPC NY L     -    67,200.934   307,746.761   MT  0.99999583   +0 03 36.1
 KU3920;SPC NY L     -   220,475.06  1,009,665.83   sFT  0.99999583   +0 03 36.1
 KU3920;SPC NY E     -   215,375.780   199,954.283   MT  0.99993070   +0 23 11.2
 KU3920;SPC NY E     -   706,612.04    656,016.68   sFT  0.99993070   +0 23 11.2
 KU3920;SPC NJ       -   215,375.780   199,954.283   MT  0.99993070   +0 23 11.2
 KU3920;SPC NJ       -   706,612.04    656,016.68   sFT  0.99993070   +0 23 11.2
 KU3920;UTM  18      - 4,513,997.702   592,135.462   MT  0.99970448   +0 42 46.9
 KU3920
 KU3920                          SUPERSEDED SURVEY CONTROL
 KU3920
 KU3920  NAD 83(1996)-  40 46 18.45488(N)    073 54 29.66518(W) AD(       ) 4
 KU3920  NAD 83(1992)-  40 46 18.45391(N)    073 54 29.66577(W) AD(       ) 4
 KU3920  NAD 83(1986)-  40 46 18.45744(N)    073 54 29.66384(W) AD(       ) 4
 KU3920  NAD 27      -  40 46 18.09000(N)    073 54 31.18000(W) AD(       ) 3
 KU3920
 KU3920.Superseded values are not recommended for survey control.
 KU3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3920.See file dsdata.txt to determine how the superseded data were derived.
 KU3920
 KU3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9213513998(NAD 83)
 KU3920_MARKER: 63 = STACK
 KU3920
 KU3920  HISTORY     - Date     Condition        Report By
 KU3920  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3920
 KU3920                          STATION DESCRIPTION
 KU3920
 KU3920'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3921 ***********************************************************************
 KU3921  DESIGNATION -  ASTORIA YELLOW TANK
 KU3921  PID         -  KU3921
 KU3921  STATE/COUNTY-  NY/QUEENS
 KU3921  USGS QUAD   -  CENTRAL PARK (1979)
 KU3921
 KU3921                         *CURRENT SURVEY CONTROL
 KU3921  ___________________________________________________________________
 KU3921* NAD 83(1996)-  40 46 10.45489(N)    073 54 14.35926(W)     ADJUSTED  
 KU3921* NAVD 88     -                                                        
 KU3921  ___________________________________________________________________
 KU3921  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KU3921  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU3921
 KU3921  HORZ ORDER  -  THIRD
 KU3921
 KU3921.The horizontal coordinates were established by classical geodetic methods
 KU3921.and adjusted by the National Geodetic Survey in January 1999..
 KU3921
 KU3921
 KU3921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3921
 KU3921.The geoid height was determined by GEOID03.
 KU3921
 KU3921;                    North         East     Units Scale Factor Converg.
 KU3921;SPC NY L     -    66,954.558   308,105.962   MT  0.99999588   +0 03 46.1
 KU3921;SPC NY L     -   219,666.75  1,010,844.31   sFT  0.99999588   +0 03 46.1
 KU3921;SPC NY E     -   215,131.470   200,314.859   MT  0.99993115   +0 23 21.2
 KU3921;SPC NY E     -   705,810.50    657,199.67   sFT  0.99993115   +0 23 21.2
 KU3921;SPC NJ       -   215,131.470   200,314.859   MT  0.99993115   +0 23 21.2
 KU3921;SPC NJ       -   705,810.50    657,199.67   sFT  0.99993115   +0 23 21.2
 KU3921;UTM  18      - 4,513,755.506   592,497.343   MT  0.99970531   +0 42 56.8
 KU3921
 KU3921                          SUPERSEDED SURVEY CONTROL
 KU3921
 KU3921  NAD 83(1996)-  40 46 10.45535(N)    073 54 14.35968(W) AD(       ) 4
 KU3921  NAD 83(1992)-  40 46 10.45438(N)    073 54 14.36023(W) AD(       ) 4
 KU3921  NAD 83(1986)-  40 46 10.45794(N)    073 54 14.35844(W) AD(       ) 4
 KU3921  NAD 27      -  40 46 10.08600(N)    073 54 15.87300(W) AD(       ) 3
 KU3921
 KU3921.Superseded values are not recommended for survey control.
 KU3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3921.See file dsdata.txt to determine how the superseded data were derived.
 KU3921
 KU3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9249713756(NAD 83)
 KU3921_MARKER: 53 = ELEVATED TANK
 KU3921
 KU3921  HISTORY     - Date     Condition        Report By
 KU3921  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3921
 KU3921                          STATION DESCRIPTION
 KU3921
 KU3921'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3921'THE YELLOW TANK S OF THE EAST RIVER, IN ASTORIA ON THE NW CORNER
 KU3921'OF DITMARS BOULEVARD AND 45TH STREET, RISING FROM THE GROUND JUST
 KU3921'N OF A 6-STORY, YELLOW BRICK BUILDING.  IT IS A YELLOW, WOODEN
 KU3921'TANK SURMOUNTING 4 STRUCTURAL STEEL COLUMNS.
 KU3921'
 KU3921'THE STATION IS THE TANK APEX, APPROXIMATELY 115 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1573 ***********************************************************************
 OD1573  DESIGNATION -  ATA
 OD1573  PID         -  OD1573
 OD1573  STATE/COUNTY-  NY/SARATOGA
 OD1573  USGS QUAD   -  GANSEVOORT (1968)
 OD1573
 OD1573                         *CURRENT SURVEY CONTROL
 OD1573  ___________________________________________________________________
 OD1573* NAD 83(1996)-  43 11 45.68124(N)    073 39 04.82165(W)     ADJUSTED  
 OD1573* NAVD 88     -        73.6    (meters)     241.     (feet)  VERTCON   
 OD1573  ___________________________________________________________________
 OD1573  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OD1573  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 OD1573
 OD1573  HORZ ORDER  -  SECOND
 OD1573
 OD1573.The horizontal coordinates were established by classical geodetic methods
 OD1573.and adjusted by the National Geodetic Survey in January 1999..
 OD1573
 OD1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1573
 OD1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1573
 OD1573.The geoid height was determined by GEOID03.
 OD1573
 OD1573;                    North         East     Units Scale Factor Converg.
 OD1573;SPC NY E     -   484,796.487   218,973.488   MT  0.99995850   +0 34 51.3
 OD1573;SPC NY E     - 1,590,536.47    718,415.52   sFT  0.99995850   +0 34 51.3
 OD1573;UTM  18      - 4,783,465.989   609,577.668   MT  0.99974771   +0 55 23.7
 OD1573
 OD1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1573!SPC NY E     -   0.99999322  x   0.99995850  =   0.99995172
 OD1573!UTM  18      -   0.99999322  x   0.99974771  =   0.99974093
 OD1573
 OD1573:                Primary Azimuth Mark                     Grid Az
 OD1573:SPC NY E     -  ATA 1                                    120 22 23.1
 OD1573:UTM  18      -  ATA 1                                    120 01 50.7
 OD1573
 OD1573|---------------------------------------------------------------------|
 OD1573| PID    Reference Object                     Distance      Geod. Az  |
 OD1573|                                                           dddmmss.s |
 OD1573| DA2915 ATA 1                                              1205714.4 |
 OD1573| OD1572 ATA A SACGS 1973                     17.260 METERS 25738     |
 OD1573| DA2916 ATA 2                                              3063627.5 |
 OD1573|---------------------------------------------------------------------|
 OD1573
 OD1573                          SUPERSEDED SURVEY CONTROL
 OD1573
 OD1573  NAD 83(1996)-  43 11 45.68358(N)    073 39 04.82209(W) AD(       ) 2
 OD1573  NAD 83(1992)-  43 11 45.68420(N)    073 39 04.82191(W) AD(       ) 2
 OD1573  NAD 83(1986)-  43 11 45.68523(N)    073 39 04.82172(W) AD(       ) 2
 OD1573  NAD 27      -  43 11 45.42036(N)    073 39 06.40016(W) AD(       ) 2
 OD1573  NGVD 29 (07/19/86)   73.8    (m)          242.     (f) VERT ANG       
 OD1573
 OD1573.Superseded values are not recommended for survey control.
 OD1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1573.See file dsdata.txt to determine how the superseded data were derived.
 OD1573
 OD1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0957883466(NAD 83)
 OD1573_MARKER: DD = SURVEY DISK
 OD1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1573
 OD1573  HISTORY     - Date     Condition        Report By
 OD1573  HISTORY     - 1973     MONUMENTED       NY-091
 OD1573
 OD1573                          STATION DESCRIPTION
 OD1573
 OD1573'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1573'THE STATION IS LOCATED IN THE TOWN OF GANSEVOORT, IN THE
 OD1573'TOWNSHIP OF NORTHUMBERLAND.
 OD1573'
 OD1573'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1573'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO T-ROAD
 OD1573'INTERSECTION OF COUNTY HIGHWAY 32.  TURN LEFT AND CONTINUE
 OD1573'SOUTHEAST ON STATE HIGHWAY 32 FOR 0.05 MILE TO STATION ON THE
 OD1573'LEFT.
 OD1573'
 OD1573'TO REACH AZIMUTH MARK, ATA-1 (SACGS), FROM THE STATION, CONTINUE
 OD1573'SOUTHEAST ON STATE HIGHWAY 32 FOR 0.20 MILE TO MARK ON RIGHT.
 OD1573'
 OD1573'TO REACH AZIMUTH MARK, ATA-2 (SACGS), FROM THE STATION, GO
 OD1573'NORTHWEST ON STATE HIGHWAY 32 AND COUNTY HIGHWAY 32
 OD1573'(FORTSVILLE ROAD) FOR 0.30 MILE TO MARK ON LEFT.
 OD1573'
 OD1573'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1573'SURVEY STAMPED ATA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1573'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1573'THE GROUND.  IT IS LOCATED 2.1 FEET NORTHEAST OF POLE NYT 720
 OD1573'ON THE NORTHERLY CORNER OF STATE HIGHWAY 32 AND RAILROAD AVENUE,
 OD1573'22.3 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 32, 19.0
 OD1573'FEET NORTHWEST OF THE CENTERLINE OF RAILROAD AVENUE AND 28.1
 OD1573'FEET SOUTHEAST OF THE CENTERLINE OF THE RAILROAD TRACKS.  THE
 OD1573'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1573'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1573'
 OD1573'AZIMUTH MARK, ATA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1573'COUNTY GEODETIC SURVEY STAMPED ATA-1.  IT IS SET IN THE TOP OF A
 OD1573'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1573'GROUND.  IT IS LOCATED ON THE RANGE LINE OFF THE SOUTHEAST SIDE
 OD1573'OF FRAME DWELLING ON THE SOUTHWEST SIDE OF STATE HIGHWAY 32,
 OD1573'17.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 32, 9.2
 OD1573'FEET NORTHEAST OF A 14-INCH ELM TREE ON THE SOUTHWEST SIDE OF
 OD1573'STATE HIGHWAY 32 AND 14.9 FEET NORTHWEST OF THE RANGE LINE OFF
 OD1573'THE NORTHWEST SIDE OF THE WHITE ALUMINUM SIDED DWELLING ON
 OD1573'NORTHEAST SIDE OF STATE HIGHWAY 32.
 OD1573'
 OD1573'AZIMUTH MARK, ATA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1573'COUNTY GEODETIC SURVEY STAMPED ATA-2.  IT IS SET IN THE TOP OF
 OD1573'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT
 OD1573'ABOVE THE GROUND.  IT IS LOCATED 6.3 FEET NORTH OF THE SOUTHWEST
 OD1573'CORNER OF THE HEADWALL ON THE SOUTHWESTERLY SIDE OF COUNTY
 OD1573'HIGHWAY 32 (FORTSVILLE ROAD), 38.5 FEET NORTHWEST OF THE
 OD1573'SOUTHEAST CORNER OF THE HEADWALL ON THE SOUTHWESTERLY SIDE OF
 OD1573'COUNTY HIGHWAY 32 (FORTSVILLE ROAD), AND 23.6 FEET SOUTHWEST
 OD1573'OF THE CENTERLINE OF COUNTY HIGHWAY 32 (FORTSVILLE ROAD).
 OD1573'
 OD1573'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1550 ***********************************************************************
 OD1550  DESIGNATION -  ATB
 OD1550  PID         -  OD1550
 OD1550  STATE/COUNTY-  NY/SARATOGA
 OD1550  USGS QUAD   -  GANSEVOORT (1968)
 OD1550
 OD1550                         *CURRENT SURVEY CONTROL
 OD1550  ___________________________________________________________________
 OD1550* NAD 83(1996)-  43 11 35.01073(N)    073 39 51.57553(W)     ADJUSTED  
 OD1550* NAVD 88     -        75.3    (meters)     247.     (feet)  VERTCON   
 OD1550  ___________________________________________________________________
 OD1550  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 OD1550  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 OD1550
 OD1550  HORZ ORDER  -  SECOND
 OD1550
 OD1550.The horizontal coordinates were established by classical geodetic methods
 OD1550.and adjusted by the National Geodetic Survey in January 1999..
 OD1550
 OD1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1550
 OD1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1550
 OD1550.The geoid height was determined by GEOID03.
 OD1550
 OD1550;                    North         East     Units Scale Factor Converg.
 OD1550;SPC NY E     -   484,456.604   217,921.258   MT  0.99995673   +0 34 19.2
 OD1550;SPC NY E     - 1,589,421.37    714,963.33   sFT  0.99995673   +0 34 19.2
 OD1550;UTM  18      - 4,783,119.898   608,527.710   MT  0.99974489   +0 54 51.5
 OD1550
 OD1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1550!SPC NY E     -   0.99999295  x   0.99995673  =   0.99994968
 OD1550!UTM  18      -   0.99999295  x   0.99974489  =   0.99973784
 OD1550
 OD1550:                Primary Azimuth Mark                     Grid Az
 OD1550:SPC NY E     -  ATB 1                                    095 45 18.4
 OD1550:UTM  18      -  ATB 1                                    095 24 46.1
 OD1550
 OD1550|---------------------------------------------------------------------|
 OD1550| PID    Reference Object                     Distance      Geod. Az  |
 OD1550|                                                           dddmmss.s |
 OD1550| DA2917 ATB 1                                              0961937.6 |
 OD1550| OD1551 ATB A SACGS 1973                      8.732 METERS 14549     |
 OD1550| DA2918 ATB 2                                              2611417.2 |
 OD1550|---------------------------------------------------------------------|
 OD1550
 OD1550                          SUPERSEDED SURVEY CONTROL
 OD1550
 OD1550  NAD 83(1996)-  43 11 35.01310(N)    073 39 51.57599(W) AD(       ) 2
 OD1550  NAD 83(1992)-  43 11 35.01373(N)    073 39 51.57581(W) AD(       ) 2
 OD1550  NAD 83(1986)-  43 11 35.01461(N)    073 39 51.57551(W) AD(       ) 2
 OD1550  NAD 27      -  43 11 34.74991(N)    073 39 53.15252(W) AD(       ) 2
 OD1550  NGVD 29 (07/19/86)   75.5    (m)          248.     (f) VERT ANG       
 OD1550
 OD1550.Superseded values are not recommended for survey control.
 OD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1550.See file dsdata.txt to determine how the superseded data were derived.
 OD1550
 OD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0852883120(NAD 83)
 OD1550_MARKER: DD = SURVEY DISK
 OD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1550
 OD1550  HISTORY     - Date     Condition        Report By
 OD1550  HISTORY     - 1973     MONUMENTED       NY-091
 OD1550
 OD1550                          STATION DESCRIPTION
 OD1550
 OD1550'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1550'THE STATION IS ABOUT 1.0 MILE WEST OF GANSEVOORT, 4.5 MILES
 OD1550'NORTHEAST OF WILTON, AND 8.0 MILES NORTHWEST OF THE TOWN OF
 OD1550'SCHUYLERVILLE, IN THE TOWNSHIP OF NORTHUMBERLAND.
 OD1550'
 OD1550'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1550'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO T-ROAD
 OD1550'INTERSECTION OF COUNTY HIGHWAY 32.  TURN LEFT AND CONTINUE
 OD1550'SOUTHEAST ON STATE HIGHWAY 32 FOR 0.05 MILE TO A T-ROAD
 OD1550'INTERSECTION OF STUMP STREET ON RIGHT.  TURN RIGHT ON STUMP
 OD1550'STREET AND GO SOUTHWEST AND SOUTH FOR 0.1 MILE TO A Y-ROAD
 OD1550'INTERSECTION OF GURN SPRING ROAD ON RIGHT.  TURN RIGHT ON GURN
 OD1550'SPRING ROAD AND GO SOUTHWEST FOR 0.4 MILE TO A FORK.  BEAR
 OD1550'RIGHT AND GO NORTHWEST ON GURN SPRING ROAD FOR 0.075 MILE TO
 OD1550'AZIMUTH MARK, ATB-1 (SACGS), ON RIGHT.  CONTINUE NORTHWEST ON
 OD1550'GURN SPRING ROAD FOR 0.35 MILE TO MARK ON RIGHT.
 OD1550'
 OD1550'TO REACH AZIMUTH MARK, ATB-2 (SACGS), FROM THE STATION GO WEST
 OD1550'FOR 0.20 MILE TO MARK ON RIGHT.
 OD1550'
 OD1550'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1550'SURVEY STAMPED ATB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1550'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1550'GROUND.  IT IS LOCATED 44.5 FEET SOUTH OF AN ELM TREE ON THE
 OD1550'NORTH SIDE OF GURN SPRING ROAD, 9.5 FEET EAST OF THE CENTERLINE
 OD1550'OF THE NORTH END OF A CONCRETE CULVERT PIPE NORTH OF GURN SPRING
 OD1550'ROAD, 26.8 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTH END OF
 OD1550'A CONCRETE CULVERT PIPE SOUTH OF GURN SPRING ROAD, AND 13.7
 OD1550'FEET NORTH OF THE CENTERLINE OF GURN SPRING ROAD.  THE
 OD1550'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1550'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1550'
 OD1550'AZIMUTH MARK, ATB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1550'COUNTY GEODETIC SURVEY STAMPED ATB-1.  IT IS SET IN THE TOP OF
 OD1550'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1550'GROUND.  IT IS LOCATED 27.6 FEET NORTHEAST OF THE RAILROAD
 OD1550'CROSSING LIGHT ON THE SOUTH SIDE OF GURN SPRING ROAD, 59.8 FEET
 OD1550'NORTHWEST OF POLE NYP 1 ON THE SOUTH SIDE OF GURN SPRING ROAD,
 OD1550'55.0 FEET WEST OF THE RAILROAD CROSSING LIGHT ON THE NORTH SIDE
 OD1550'OF GURN SPRING ROAD AND 14.2 FEET NORTH OF THE CENTERLINE OF
 OD1550'GURN SPRING ROAD.
 OD1550'
 OD1550'AZIMUTH MARK, ATB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1550'COUNTY GEODETIC SURVEY STAMPED ATB-2.  IT IS SET IN THE TOP OF
 OD1550'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1550'ABOVE THE GROUND.  IT IS LOCATED 48.2 FEET SOUTHEAST OF POLE
 OD1550'NYP 133 ON THE NORTH SIDE OF GURN SPRING ROAD, 48.8 FEET SOUTH
 OD1550'OF AN 18-INCH ELM TREE ON THE NORTH SIDE OF GURN SPRING ROAD AND
 OD1550'21.4 FEET NORTH OF THE CENTERLINE OF GURN SPRING ROAD.
 OD1550'
 OD1550'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0818 ***********************************************************************
 OD0818  DESIGNATION -  ATB 1 SCGS
 OD0818  PID         -  OD0818
 OD0818  STATE/COUNTY-  NY/SARATOGA
 OD0818  USGS QUAD   -  GANSEVOORT (1968)
 OD0818
 OD0818                         *CURRENT SURVEY CONTROL
 OD0818  ___________________________________________________________________
 OD0818* NAD 83(1986)-  43 11 32.     (N)    073 39 27.     (W)     SCALED    
 OD0818* NAVD 88     -        76.252  (meters)     250.17   (feet)  ADJUSTED  
 OD0818  ___________________________________________________________________
 OD0818  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 OD0818  DYNAMIC HT  -          76.235 (meters)     250.11  (feet)  COMP
 OD0818  MODELED GRAV-     980,396.9   (mgal)                       NAVD 88
 OD0818
 OD0818  VERT ORDER  -  FIRST     CLASS I
 OD0818
 OD0818.The horizontal coordinates were scaled from a topographic map and have
 OD0818.an estimated accuracy of +/- 6 seconds.
 OD0818
 OD0818.The orthometric height was determined by differential leveling
 OD0818.and adjusted by the National Geodetic Survey in June 1991..
 OD0818
 OD0818.The geoid height was determined by GEOID03.
 OD0818
 OD0818.The dynamic height is computed by dividing the NAVD 88
 OD0818.geopotential number by the normal gravity value computed on the
 OD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0818.degrees latitude (g = 980.6199 gals.).
 OD0818
 OD0818.The modeled gravity was interpolated from observed gravity values.
 OD0818
 OD0818;                    North         East    Units  Estimated Accuracy
 OD0818;SPC NY E     -   484,370.      218,480.      MT  (+/- 180 meters Scaled)
 OD0818
 OD0818                          SUPERSEDED SURVEY CONTROL
 OD0818
 OD0818.No superseded survey control is available for this station.
 OD0818
 OD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN090830(NAD 83)
 OD0818_MARKER: DD = SURVEY DISK
 OD0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0818_STAMPING: ATB 1
 OD0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0818+STABILITY: SURFACE MOTION
 OD0818
 OD0818  HISTORY     - Date     Condition        Report By
 OD0818  HISTORY     - UNK      MONUMENTED       NY-091
 OD0818  HISTORY     - 1973     GOOD             NGS
 OD0818  HISTORY     - 20030508 MARK NOT FOUND   NYDT
 OD0818
 OD0818                          STATION DESCRIPTION
 OD0818
 OD0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0818'0.40 MI SW FROM GANSEVOORT.
 OD0818'ABOUT 0.40 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0818'THE CROSSING OF STATE HIGHWAY 32 AT GANSEVOORT, AT THE CROSSING OF
 OD0818'BOLISH ROAD, 49.9 FEET NORTH OF BM W5 1919, 27.8 FEET NORTHWEST OF THE
 OD0818'CENTER LINE OF THE CROSSING, 15 FEET NORTHEAST OF THE CENTER LINE OF
 OD0818'THE ROAD, ABOUT LEVEL WITH THE RAIL AND IN THE TOP OF A CONCRETE POST
 OD0818'FLUSH WITH THE GROUND.
 OD0818
 OD0818                          STATION RECOVERY (2003)
 OD0818
 OD0818'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 OD0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1570 ***********************************************************************
 OD1570  DESIGNATION -  ATC
 OD1570  PID         -  OD1570
 OD1570  STATE/COUNTY-  NY/SARATOGA
 OD1570  USGS QUAD   -  GANSEVOORT (1968)
 OD1570
 OD1570                         *CURRENT SURVEY CONTROL
 OD1570  ___________________________________________________________________
 OD1570* NAD 83(1996)-  43 11 07.41873(N)    073 39 42.61697(W)     ADJUSTED  
 OD1570* NAVD 88     -        76.0    (meters)     249.     (feet)  VERTCON   
 OD1570  ___________________________________________________________________
 OD1570  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 OD1570  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 OD1570
 OD1570  HORZ ORDER  -  SECOND
 OD1570
 OD1570.The horizontal coordinates were established by classical geodetic methods
 OD1570.and adjusted by the National Geodetic Survey in January 1999..
 OD1570
 OD1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1570
 OD1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1570
 OD1570.The geoid height was determined by GEOID03.
 OD1570
 OD1570;                    North         East     Units Scale Factor Converg.
 OD1570;SPC NY E     -   483,607.213   218,132.041   MT  0.99995708   +0 34 25.1
 OD1570;SPC NY E     - 1,586,634.66    715,654.87   sFT  0.99995708   +0 34 25.1
 OD1570;UTM  18      - 4,782,271.961   608,743.518   MT  0.99974547   +0 54 57.2
 OD1570
 OD1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1570!SPC NY E     -   0.99999284  x   0.99995708  =   0.99994992
 OD1570!UTM  18      -   0.99999284  x   0.99974547  =   0.99973832
 OD1570
 OD1570:                Primary Azimuth Mark                     Grid Az
 OD1570:SPC NY E     -  ATC 2                                    030 01 13.5
 OD1570:UTM  18      -  ATC 2                                    029 40 41.4
 OD1570
 OD1570|---------------------------------------------------------------------|
 OD1570| PID    Reference Object                     Distance      Geod. Az  |
 OD1570|                                                           dddmmss.s |
 OD1570| DA2920 ATC 2                                              0303538.6 |
 OD1570| DA2919 ATC 1                                              2621627.0 |
 OD1570| OD1569 ATC A SACGS 1973                     11.512 METERS 34249     |
 OD1570|---------------------------------------------------------------------|
 OD1570
 OD1570                          SUPERSEDED SURVEY CONTROL
 OD1570
 OD1570  NAD 83(1996)-  43 11 07.42110(N)    073 39 42.61747(W) AD(       ) 2
 OD1570  NAD 83(1992)-  43 11 07.42173(N)    073 39 42.61729(W) AD(       ) 2
 OD1570  NAD 83(1986)-  43 11 07.42269(N)    073 39 42.61708(W) AD(       ) 2
 OD1570  NAD 27      -  43 11 07.15769(N)    073 39 44.19441(W) AD(       ) 2
 OD1570  NGVD 29 (07/19/86)   76.2    (m)          250.     (f) VERT ANG       
 OD1570
 OD1570.Superseded values are not recommended for survey control.
 OD1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1570.See file dsdata.txt to determine how the superseded data were derived.
 OD1570
 OD1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0874482272(NAD 83)
 OD1570_MARKER: DD = SURVEY DISK
 OD1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1570
 OD1570  HISTORY     - Date     Condition        Report By
 OD1570  HISTORY     - 1973     MONUMENTED       NY-091
 OD1570
 OD1570                          STATION DESCRIPTION
 OD1570
 OD1570'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1570'THE STATION IS ABOUT 1.0 MILES SOUTHWEST OF GANSEVOORT, 4.5
 OD1570'MILES EAST OF WILTON, AND 7.00 MILES NORTHWEST OF THE TOWN OF
 OD1570'SCHUYLERVILLE, IN THE TOWNSHIP OF NORTHUMBERLAND.
 OD1570'
 OD1570'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT GO
 OD1570'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO T-ROAD
 OD1570'INTERSECTION OF COUNTY HIGHWAY 32.  TURN LEFT AND CONTINUE
 OD1570'SOUTHEAST ON STATE HIGHWAY 32 FOR 0.05 MILE TO T-ROAD
 OD1570'INTERSECTION OF STUMP STREET ON RIGHT.  TURN RIGHT ON STUMP
 OD1570'STREET AND GO SOUTHWEST AND SOUTH FOR 0.10 MILE TO A Y-ROAD
 OD1570'INTERSECTION OF GURN SPRING ROAD ON RIGHT.  BEAR RIGHT ON GURN
 OD1570'SPRING ROAD AND GO SOUTHWEST 0.3 MILE TO A FORK.  BEAR LEFT
 OD1570'AND GO SOUTHWEST ON PETTIS ROAD FOR 0.35 MILE TO AZIMUTH MARK,
 OD1570'ATC-2 (SACGS), ON LEFT.  CONTINUE SOUTHWEST ON PETTIS ROAD FOR
 OD1570'0.25 MILE TO STATION ON LEFT.
 OD1570'
 OD1570'TO REACH AZIMUTH MARK, ATC-1 (SACGS), FROM THE STATION, CONTINUE
 OD1570'WEST ON PETTIS ROAD FOR 0.35 MILE TO MARK ON RIGHT.
 OD1570'
 OD1570'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1570'SURVEY STAMPED ATC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1570'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1570'ABOVE THE GROUND.  IT IS LOCATED 32.8 FEET NORTHEAST OF A
 OD1570'10-INCH OAK TREE, 44.5 FEET NORTHWEST OF A 16-INCH PINE TREE,
 OD1570'41.8 FEET SOUTHWEST OF POLE NM 29 ALL ON THE SOUTH SIDE OF
 OD1570'PETTIS ROAD, AND 23.0 FEET SOUTHEAST OF THE CENTERLINE OF
 OD1570'PETTIS ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1570'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1570'
 OD1570'AZIMUTH MARK, ATC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1570'COUNTY GEODETIC SURVEY STAMPED ATC-1.  IT IS SET IN THE TOP OF
 OD1570'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT
 OD1570'BELOW THE GROUND.  IT IS LOCATED 27.8 FEET NORTHEAST OF A
 OD1570'TELEPHONE POLE ON THE NORTHWEST SIDE OF PETTIS ROAD, 40.7 FEET
 OD1570'SOUTHEAST OF THE CENTERLINE OF THE RAILROAD TRACKS, 26.8 FEET
 OD1570'SOUTH OF A RAILROAD TIE CORNER FENCE POST ON THE NORTHWEST SIDE
 OD1570'OF PETTIS ROAD AND 25.0 FEET NORTHWEST OF THE CENTERLINE OF
 OD1570'PETTIS ROAD.
 OD1570'
 OD1570'AZIMUTH MARK, ATC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1570'COUNTY GEODETIC SURVEY STAMPED ATC-2.  IT IS SET IN THE TOP OF A
 OD1570'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.30 FOOT
 OD1570'ABOVE THE GROUND.  IT IS LOCATED 4.4 FEET SOUTHWEST OF POLE NM
 OD1570'33, 119.0 FEET WEST OF A 22-INCH ELM TREE, 137.0 FEET NORTHWEST
 OD1570'OF A 18-INCH ELM TREE ALL EAST OF PETTIS ROAD AND 24.0 FEET
 OD1570'SOUTHEAST OF CENTERLINE OF PETTIS ROAD.
 OD1570'
 OD1570'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1492 ***********************************************************************
 OD1492  DESIGNATION -  ATD
 OD1492  PID         -  OD1492
 OD1492  STATE/COUNTY-  NY/SARATOGA
 OD1492  USGS QUAD   -  FORT MILLER (1967)
 OD1492
 OD1492                         *CURRENT SURVEY CONTROL
 OD1492  ___________________________________________________________________
 OD1492* NAD 83(1996)-  43 10 48.72778(N)    073 36 53.02561(W)     ADJUSTED  
 OD1492* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 OD1492  ___________________________________________________________________
 OD1492  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OD1492  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OD1492
 OD1492  HORZ ORDER  -  SECOND
 OD1492
 OD1492.The horizontal coordinates were established by classical geodetic methods
 OD1492.and adjusted by the National Geodetic Survey in January 1999..
 OD1492
 OD1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1492
 OD1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1492
 OD1492.The geoid height was determined by GEOID03.
 OD1492
 OD1492;                    North         East     Units Scale Factor Converg.
 OD1492;SPC NY E     -   483,069.879   221,967.506   MT  0.99996369   +0 36 20.9
 OD1492;SPC NY E     - 1,584,871.76    728,238.39   sFT  0.99996369   +0 36 20.9
 OD1492;UTM  18      - 4,781,757.655   612,581.319   MT  0.99975592   +0 56 52.9
 OD1492
 OD1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1492!SPC NY E     -   0.99999075  x   0.99996369  =   0.99995444
 OD1492!UTM  18      -   0.99999075  x   0.99975592  =   0.99974667
 OD1492
 OD1492|---------------------------------------------------------------------|
 OD1492| PID    Reference Object                     Distance      Geod. Az  |
 OD1492|                                                           dddmmss.s |
 OD1492| OD1497 AVA                                 321.578 METERS 16301     |
 OD1492| DA2921 ATD 1                                              2310159.5 |
 OD1492| DA2922 ATD 2                                              3325232.2 |
 OD1492| OD1493 ATD A SACGS 1973                      6.843 METERS 34651     |
 OD1492|---------------------------------------------------------------------|
 OD1492
 OD1492                          SUPERSEDED SURVEY CONTROL
 OD1492
 OD1492  NAD 83(1996)-  43 10 48.72999(N)    073 36 53.02614(W) AD(       ) 2
 OD1492  NAD 83(1992)-  43 10 48.73061(N)    073 36 53.02597(W) AD(       ) 2
 OD1492  NAD 83(1986)-  43 10 48.73166(N)    073 36 53.02576(W) AD(       ) 2
 OD1492  NAD 27      -  43 10 48.46600(N)    073 36 54.60880(W) AD(       ) 2
 OD1492  NGVD 29 (07/19/86)   89.6    (m)          294.     (f) VERT ANG       
 OD1492
 OD1492.Superseded values are not recommended for survey control.
 OD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1492.See file dsdata.txt to determine how the superseded data were derived.
 OD1492
 OD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1258181758(NAD 83)
 OD1492_MARKER: DD = SURVEY DISK
 OD1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1492
 OD1492  HISTORY     - Date     Condition        Report By
 OD1492  HISTORY     - 1973     MONUMENTED       NY-091
 OD1492
 OD1492                          STATION DESCRIPTION
 OD1492
 OD1492'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1492'THE STATION IS ABOUT 2.0 MILES SOUTHEAST OF GANSEVOORT, 7.0
 OD1492'MILES EAST OF WILTON AND 5.5 MILES NORTH OF THE TOWN OF
 OD1492'SCHUYLERVILLE, IN THE TOWNSHIP OF NORTHUMBERLAND.
 OD1492'
 OD1492'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1492'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO T-ROAD
 OD1492'INTERSECTION OF COUNTY HIGHWAY 32.  TURN LEFT ON STATE HIGHWAY
 OD1492'32 AND GO SOUTHEAST ON STATE HIGHWAY 32 FOR 1.95 MILES TO
 OD1492'AZIMUTH MARK, ATD-2 (SACGS), ON LEFT.  CONTINUE SOUTHEAST ON
 OD1492'STATE HIGHWAY 32 FOR 0.15 MILE TO A Y-ROAD INTERSECTION ON
 OD1492'LEFT.  BEAR LEFT ON STONE BRIDGE ROAD AND GO SOUTH FOR 0.20
 OD1492'MILE TO STATION ON RIGHT.
 OD1492'
 OD1492'TO REACH AZIMUTH MARK, ATD-1 (SACGS), FROM THE STATION, GO
 OD1492'SOUTH ON STONE BRIDGE ROAD FOR 0.15 MILE TO INTERSECTION OF
 OD1492'PURINTON ROAD.  TURN RIGHT ON PURINTON ROAD AND GO WEST FOR 0.20
 OD1492'MILE TO JUNCTION OF STATE HIGHWAY 32.  CONTINUE WEST AND SOUTH
 OD1492'ON STATE HIGHWAY 32 FOR 0.5 MILE TO MARK ON RIGHT.
 OD1492'
 OD1492'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY
 OD1492'GEODETIC SURVEY STAMPED ATD.  THE SURFACE MARK IS SET IN THE TOP
 OD1492'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT
 OD1492'BELOW THE GROUND.  IT IS LOCATED 19.0 FEET NORTHEAST OF POLE
 OD1492'NYP 48 ON THE WESTERLY SIDE OF STONE BRIDGE ROAD, 95.0 FEET
 OD1492'NORTHWEST FROM THE NORTHWEST CORNER OF A BARN ON THE EAST SIDE
 OD1492'OF STONE BRIDGE ROAD, AND 15.5 FEET SOUTHWEST OF THE CENTERLINE
 OD1492'OF STONE BRIDGE ROAD.
 OD1492'
 OD1492'AZIMUTH MARK, ATD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1492'COUNTY GEODETIC SURVEY STAMPED ATD-1.  IT IS SET IN THE TOP OF A
 OD1492'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1492'GROUND.  IT IS LOCATED 102.7 FEET SOUTH OF POLE NYT 87 ON THE
 OD1492'WEST SIDE OF STATE HIGHWAY 32, 125.7 FEET SOUTHWEST OF THE
 OD1492'CENTER OF A HEADWALL ON THE EAST SIDE OF STATE HIGHWAY 32, 89.6
 OD1492'FEET NORTH OF A NYT POLE ON THE WEST SIDE OF STATE HIGHWAY 32
 OD1492'AND 19.7 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 32.
 OD1492'
 OD1492'AZIMUTH MARK, ATD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1492'COUNTY GEODETIC SURVEY STAMPED ATD-2.  IT IS SET IN THE TOP OF
 OD1492'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 OD1492'GROUND.  IT IS LOCATED 21.7 FEET SOUTHEAST OF POWER POLE NM
 OD1492'55, 45.6 FEET NORTHWEST OF A 31-INCH MAPLE TREE, BOTH
 OD1492'ON THE NORTHEAST SIDE OF STATE HIGHWAY 32, 58.7 FEET NORTHEAST
 OD1492'OF POWER POLE NM 54 ON THE SOUTHWEST SIDE OF STATE HIGHWAY
 OD1492'32 AND 18.5 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 OD1492'32.
 OD1492'
 OD1492'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2904 ***********************************************************************
 LY2904  DESIGNATION -  ATFAB
 LY2904  PID         -  LY2904
 LY2904  STATE/COUNTY-  NY/ROCKLAND
 LY2904  USGS QUAD   -  PARK RIDGE (1995)
 LY2904
 LY2904                         *CURRENT SURVEY CONTROL
 LY2904  ___________________________________________________________________
 LY2904* NAD 83(1996)-  41 06 12.89201(N)    074 01 37.15975(W)     ADJUSTED  
 LY2904* NAVD 88     -       118.6    (meters)     389.     (feet)  GPS OBS   
 LY2904  ___________________________________________________________________
 LY2904  X           -   1,324,491.195 (meters)                     COMP
 LY2904  Y           -  -4,627,274.956 (meters)                     COMP
 LY2904  Z           -   4,171,155.139 (meters)                     COMP
 LY2904  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 LY2904  ELLIP HEIGHT-          87.00  (meters)          (10/23/02) GPS OBS
 LY2904  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LY2904
 LY2904  HORZ ORDER  -  FIRST
 LY2904  ELLP ORDER  -  FOURTH    CLASS I
 LY2904
 LY2904.The horizontal coordinates were established by GPS observations
 LY2904.and adjusted by the National Geodetic Survey in January 1999..
 LY2904
 LY2904.The orthometric height was determined by GPS observations and a
 LY2904.high-resolution geoid model.
 LY2904
 LY2904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2904
 LY2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2904
 LY2904.The ellipsoidal height was determined by GPS observations
 LY2904.and is referenced to NAD 83.
 LY2904
 LY2904.The geoid height was determined by GEOID03.
 LY2904
 LY2904;                    North         East     Units Scale Factor Converg.
 LY2904;SPC NY E     -   252,157.424   189,730.604   MT  0.99991942   +0 18 39.5
 LY2904;SPC NY E     -   827,286.48    622,474.49   sFT  0.99991942   +0 18 39.5
 LY2904;SPC NJ       -   252,157.424   189,730.604   MT  0.99991942   +0 18 39.5
 LY2904;SPC NJ       -   827,286.48    622,474.49   sFT  0.99991942   +0 18 39.5
 LY2904;UTM  18      - 4,550,711.768   581,704.028   MT  0.99968216   +0 38 23.0
 LY2904
 LY2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2904!SPC NY E     -   0.99998635  x   0.99991942  =   0.99990577
 LY2904!SPC NJ       -   0.99998635  x   0.99991942  =   0.99990577
 LY2904!UTM  18      -   0.99998635  x   0.99968216  =   0.99966852
 LY2904
 LY2904                          SUPERSEDED SURVEY CONTROL
 LY2904
 LY2904  ELLIP H (01/11/99)   87.01   (m)                       GP(       ) 4 1
 LY2904  NAD 83(1996)-  41 06 12.89276(N)    074 01 37.16060(W) AD(       ) 1
 LY2904  NAD 83(1992)-  41 06 12.89204(N)    074 01 37.16094(W) AD(       ) 1
 LY2904  NAD 83(1986)-  41 06 12.89265(N)    074 01 37.16082(W) AD(       ) 1
 LY2904
 LY2904.Superseded values are not recommended for survey control.
 LY2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2904.See file dsdata.txt to determine how the superseded data were derived.
 LY2904
 LY2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170450712(NAD 83)
 LY2904_MARKER: DD = SURVEY DISK
 LY2904_SETTING: 66 = SET IN ROCK OUTCROP
 LY2904_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2904_STAMPING: ATFAB 1992
 LY2904_MARK LOGO: NJGS  
 LY2904_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2904+STABILITY: POSITION/ELEVATION WELL
 LY2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2904+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LY2904
 LY2904  HISTORY     - Date     Condition        Report By
 LY2904  HISTORY     - 1992     MONUMENTED       NJGS
 LY2904
 LY2904                          STATION DESCRIPTION
 LY2904
 LY2904'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2904'THE STATION IS LOCATED IN THE TOWN OF CLARKSTOWN IN ROCKLAND COUNTY,
 LY2904'AT THE SOUTHEAST CORNER OF AN OVERNIGHT TRACTOR TRAILER PARKING AND
 LY2904'TRANSFER DEPOT.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 LY2904'NORTH END OF THE GARDEN STATE PARKWAY AND THE NEW YORK STATE THRUWAY,
 LY2904'INTERSTATE HIGHWAYS 287 EAST AND 87 SOUTH, GO EAST ON INTERSTATE
 LY2904'HIGHWAYS 287 EAST AND 87 SOUTH FOR 0.6 MI (1.0 KM) TO INTERCHANGE 14
 LY2904'AND THE EXIT FOR STATE HIGHWAY 59.  FOLLOW THE EXIT RAMP LEADING TO
 LY2904'STATE HIGHWAY 59 FOR 0.3 MI (0.5 KM) TO A TRAFFIC SIGNAL.  TURN RIGHT
 LY2904'AND GO WEST ON STATE HIGHWAY 59 FOR 0.3 MI (0.5 KM) TO A PAVED DRIVE
 LY2904'ON THE RIGHT, IMMEDIATELY PAST THE BRIDGE CROSSING INTERSTATE
 LY2904'HIGHWAYS 287 AND 87, LEADING TO THE OVERNIGHT TRACTOR TRAILER PARKING
 LY2904'AND TRANSFER DEPOT.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO THE STATION
 LY2904'ON THE RIGHT, ABOUT 40 M (131.2 FT) SOUTHEAST FROM THE EDGE OF
 LY2904'PAVING. THE STATION IS 37.1 M (121.7 FT) EAST FROM POWER POLE NUMBER
 LY2904'1421, 33.8 M (110.9 FT) SOUTHEAST FROM THE EDGE OF THE PAVED PARKING
 LY2904'LOT, 47.0 M (154.2 FT) SOUTH FROM POWER POLE NUMBER 1420 AND 48.1 M
 LY2904'(157.8 FT) NORTHEAST FROM AN A T AND T TRANSCON CABLE MARKER NUMBER
 LY2904'49.  THE STATION IS CEMENTED FLUSH IN A DRILL HOLE IN A CONSPICUOUS
 LY2904'ROCK OUTCROP THAT PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2288 ***********************************************************************
 MZ2288  DESIGNATION -  ATHENS
 MZ2288  PID         -  MZ2288
 MZ2288  STATE/COUNTY-  NY/GREENE
 MZ2288  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2288
 MZ2288                         *CURRENT SURVEY CONTROL
 MZ2288  ___________________________________________________________________
 MZ2288* NAD 83(1996)-  42 15 25.60063(N)    073 48 35.87204(W)     ADJUSTED  
 MZ2288* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2288  ___________________________________________________________________
 MZ2288  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MZ2288  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2288
 MZ2288  HORZ ORDER  -  THIRD
 MZ2288
 MZ2288.The horizontal coordinates were established by classical geodetic methods
 MZ2288.and adjusted by the National Geodetic Survey in January 1999..
 MZ2288
 MZ2288.The orthometric height was scaled from a topographic map.
 MZ2288
 MZ2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2288
 MZ2288.The geoid height was determined by GEOID03.
 MZ2288
 MZ2288;                    North         East     Units Scale Factor Converg.
 MZ2288;SPC NY E     -   380,386.577   206,933.694   MT  0.99993987   +0 27 50.5
 MZ2288;SPC NY E     - 1,247,984.96    678,914.96   sFT  0.99993987   +0 27 50.5
 MZ2288;UTM  18      - 4,679,009.182   598,158.866   MT  0.99971855   +0 48 01.1
 MZ2288
 MZ2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2288!SPC NY E     -   1.00000483  x   0.99993987  =   0.99994470
 MZ2288!UTM  18      -   1.00000483  x   0.99971855  =   0.99972337
 MZ2288
 MZ2288|---------------------------------------------------------------------|
 MZ2288| PID    Reference Object                     Distance      Geod. Az  |
 MZ2288|                                                           dddmmss.s |
 MZ2288| MZ2301 MILL DOCK                           302.561 METERS 03835     |
 MZ2288| MZ2264 HUDSON PUBLIC PARK FLAGPOLE         APPROX. 1.1 KM 0911833.9 |
 MZ2288| DA2923 ATHENS RM 1                           9.842 METERS 10519     |
 MZ2288| MZ2298 HUDSON NY POWER AND LT CO STK       APPROX. 1.0 KM 1135459.4 |
 MZ2288| MZ2120 HUDSON ST MARYS CATH CH CROSS       APPROX. 1.9 KM 1182744.0 |
 MZ2288| MZ2263 HUDSON C A VAN DUESEN CO TANK       APPROX. 1.0 KM 1224551.5 |
 MZ2288| MZ2105 HUDSON ATLAS CEMENT CO STACK        APPROX. 3.3 KM 1440609.9 |
 MZ2288| MZ2305 HUDSON LIGHT STATION                APPROX. 0.6 KM 1700002.0 |
 MZ2288| MZ2306 HUDSON CITY LIGHTHOUSE              APPROX. 0.6 KM 1700510.8 |
 MZ2288| DA2924 ATHENS RM 2                           7.550 METERS 34053     |
 MZ2288|---------------------------------------------------------------------|
 MZ2288
 MZ2288                          SUPERSEDED SURVEY CONTROL
 MZ2288
 MZ2288  NAD 83(1996)-  42 15 25.60001(N)    073 48 35.87564(W) AD(       ) 3
 MZ2288  NAD 83(1996)-  42 15 25.60010(N)    073 48 35.87524(W) AD(       ) 3
 MZ2288  NAD 83(1996)-  42 15 25.60041(N)    073 48 35.87520(W) AD(       ) 3
 MZ2288  NAD 83(1992)-  42 15 25.60033(N)    073 48 35.87521(W) AD(       ) 3
 MZ2288  NAD 83(1992)-  42 15 25.60026(N)    073 48 35.87519(W) AD(       ) 3
 MZ2288  NAD 83(1992)-  42 15 25.60246(N)    073 48 35.87211(W) AD(       ) 3
 MZ2288  NAD 83(1986)-  42 15 25.60237(N)    073 48 35.87212(W) AD(       ) 3
 MZ2288  NAD 27      -  42 15 25.28800(N)    073 48 37.41900(W) AD(       ) 3
 MZ2288
 MZ2288.Superseded values are not recommended for survey control.
 MZ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2288.See file dsdata.txt to determine how the superseded data were derived.
 MZ2288
 MZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9815979009(NAD 83)
 MZ2288_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2288
 MZ2288  HISTORY     - Date     Condition        Report By
 MZ2288  HISTORY     - 1934     MONUMENTED       CGS
 MZ2288
 MZ2288                          STATION DESCRIPTION
 MZ2288
 MZ2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2288'ON W SHORE OF HUDSON RIVER, IN ATHENS, NEW YORK, ON WHARF OF ATHENS
 MZ2288'DRYDOCK COMPANY.  STATION IS 41 FEET W OF SE CORNER OF DOCK AND 7
 MZ2288'FEET N OF EDGE OF DOCK N OF THE MARINE RAILWAY.
 MZ2288'
 MZ2288'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 MZ2288'BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2288'
 MZ2288'REFERENCE MARK NO.1 IS 23 FEET NE OF STATION AND 20 FEET NW OF
 MZ2288'THE SE CORNER OF DOCK.  REFERENCE MARK NO.2 IS 24 FEET WNW OF
 MZ2288'STATION AND 21 FEET N OF EDGE OF DOCK ON N SIDE OF MARINE RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7898 ***********************************************************************
 AA7898  CBN         -  This is a Cooperative Base Network Control Station.
 AA7898  DESIGNATION -  ATHENS
 AA7898  PID         -  AA7898
 AA7898  STATE/COUNTY-  NY/GREENE
 AA7898  USGS QUAD   -  HUDSON NORTH (1980)
 AA7898
 AA7898                         *CURRENT SURVEY CONTROL
 AA7898  ___________________________________________________________________
 AA7898* NAD 83(1996)-  42 17 13.50114(N)    073 50 38.42331(W)     ADJUSTED  
 AA7898* NAVD 88     -        40.0    (meters)     131.     (feet)  GPS OBS   
 AA7898  ___________________________________________________________________
 AA7898  X           -   1,314,916.986 (meters)                     COMP
 AA7898  Y           -  -4,538,983.475 (meters)                     COMP
 AA7898  Z           -   4,269,253.541 (meters)                     COMP
 AA7898  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AA7898  ELLIP HEIGHT-           8.57  (meters)          (09/18/02) GPS OBS
 AA7898  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AA7898
 AA7898  HORZ ORDER  -  B
 AA7898  ELLP ORDER  -  FOURTH    CLASS II
 AA7898
 AA7898.The horizontal coordinates were established by GPS observations
 AA7898.and adjusted by the National Geodetic Survey in July 1997..
 AA7898
 AA7898.The orthometric height was determined by GPS observations and a
 AA7898.high-resolution geoid model.
 AA7898
 AA7898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7898
 AA7898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7898
 AA7898.The ellipsoidal height was determined by GPS observations
 AA7898.and is referenced to NAD 83.
 AA7898
 AA7898.The geoid height was determined by GEOID03.
 AA7898
 AA7898;                    North         East     Units Scale Factor Converg.
 AA7898;SPC NY E     -   383,693.366   204,099.292   MT  0.99993600   +0 26 29.0
 AA7898;SPC NY E     - 1,258,833.98    669,615.76   sFT  0.99993600   +0 26 29.0
 AA7898;UTM  18      - 4,682,298.540   595,305.735   MT  0.99971176   +0 46 40.3
 AA7898
 AA7898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7898!SPC NY E     -   0.99999866  x   0.99993600  =   0.99993466
 AA7898!UTM  18      -   0.99999866  x   0.99971176  =   0.99971042
 AA7898
 AA7898                          SUPERSEDED SURVEY CONTROL
 AA7898
 AA7898  ELLIP H (07/24/97)    8.55   (m)                       GP(       ) 1 1
 AA7898  NAD 83(1992)-  42 17 13.49965(N)    073 50 38.42223(W) AD(       ) B
 AA7898  ELLIP H (08/31/95)    8.48   (m)                       GP(       ) 1 1
 AA7898
 AA7898.Superseded values are not recommended for survey control.
 AA7898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7898.See file dsdata.txt to determine how the superseded data were derived.
 AA7898
 AA7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9530682299(NAD 83)
 AA7898_MARKER: I = METAL ROD
 AA7898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA7898_STAMPING: ATHENS - CBN 1994
 AA7898_MARK LOGO: NONE  
 AA7898_PROJECTION: FLUSH
 AA7898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7898+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2001
 AA7898_ROD/PIPE-DEPTH: 4.80 meters
 AA7898
 AA7898  HISTORY     - Date     Condition        Report By
 AA7898  HISTORY     - 1994     MONUMENTED       NYDT
 AA7898  HISTORY     - 20010220 POOR             NYDT
 AA7898  HISTORY     - 20010719 POOR             NYDT
 AA7898
 AA7898                          STATION DESCRIPTION
 AA7898
 AA7898'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7898'STATION IS LOCATED ABOUT 4.1 KM (2.5 MI) NORTHWEST OF THE VILLAGE OF
 AA7898'ATHENS, NEAR THE NORTHEAST END OF THE GRASS RUNWAY FOR THE ATHENS
 AA7898'MUNICIPAL AIRPORT IN WEST ATHENS. OWNERSHIP--ATHENS MUNICIPAL
 AA7898'AIRPORT.
 AA7898' 
 AA7898'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9W AND COUNTY
 AA7898'HIGHWAY 28 IN THE TOWNSHIP OF ATHENS, GO SOUTHEAST ON HIGHWAY 28 FOR
 AA7898'0.89 KM (0.55 MI) THE TO STATION ON THE RIGHT IN THE LAWN JUST BEFORE
 AA7898'REACHING THE GRAVEL AIRPORT PARKING AREA.
 AA7898' 
 AA7898'THE STATION IS THE TOP CENTER OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 AA7898'A DEPTH OF 4.8 M (15.7 FT) ENCASED IN A 2.7 CM GREASE FILLED PVC
 AA7898'SLEEVE THAT IS 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP
 AA7898'SURROUNDED WITH CONCRETE FLUSH WITH THE GROUND. IT IS 38.17 M (125.23
 AA7898'FT) NORTH FROM THE MOST NORTHERLY CORNER OF THE CONCRETE BLOCK AIRPORT
 AA7898'BUILDING, 13.8 M (45.3 FT) SOUTHWEST FROM THE CENTER OF HIGHWAY, 13.7
 AA7898'M (44.9 FT) EAST FROM A 15 CM SPRUCE TREE, AND 8.7 M (28.5 FT)
 AA7898'NORHTWEST FROM A WOODEN FENCE.
 AA7898
 AA7898                          STATION RECOVERY (2001)
 AA7898
 AA7898'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DEH)
 AA7898'THIS MARK WAS DISTURBED DURING CONSTRUCTION OF A GAS PIPELINE.  NYDT
 AA7898'WILL FIX THIS MONUMENT IN THE SPRING AND INCLUDE IT IN THE NYHARN
 AA7898'RE-OBSERVATIONS.
 AA7898
 AA7898                          STATION RECOVERY (2001)
 AA7898
 AA7898'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (PRL)
 AA7898'STATION IS ON PROPERTY OF IROQUOIS GAS COMPANY BEHIND A FENCE,
 AA7898'UNMEASURED DISTANCE NW
 AA7898'OF NW CORNER OF THREE-BAY GARAGE, 49 FT SW OF UTILITY POLE AND APPROX
 AA7898'36 FT SOUTH OF
 AA7898'PAINT MARK ALONG SOUTH EDGE OF ROUTE 28, IN VICINITY OF RUNWAY END AND
 AA7898'THE RED WARNING
 AA7898'BALLS ON POWER LINES.
 AA7898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2279 ***********************************************************************
 MZ2279  DESIGNATION -  ATHENS DUTCH REFORMED CH SPIRE
 MZ2279  PID         -  MZ2279
 MZ2279  STATE/COUNTY-  NY/GREENE
 MZ2279  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2279
 MZ2279                         *CURRENT SURVEY CONTROL
 MZ2279  ___________________________________________________________________
 MZ2279* NAD 83(1996)-  42 15 47.97840(N)    073 48 40.80228(W)     ADJUSTED  
 MZ2279* NAVD 88     -                                                        
 MZ2279  ___________________________________________________________________
 MZ2279  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MZ2279  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2279
 MZ2279  HORZ ORDER  -  THIRD
 MZ2279
 MZ2279.The horizontal coordinates were established by classical geodetic methods
 MZ2279.and adjusted by the National Geodetic Survey in January 1999..
 MZ2279
 MZ2279
 MZ2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2279
 MZ2279.The geoid height was determined by GEOID03.
 MZ2279
 MZ2279;                    North         East     Units Scale Factor Converg.
 MZ2279;SPC NY E     -   381,076.067   206,815.116   MT  0.99993970   +0 27 47.4
 MZ2279;SPC NY E     - 1,250,247.06    678,525.93   sFT  0.99993970   +0 27 47.4
 MZ2279;UTM  18      - 4,679,697.811   598,036.271   MT  0.99971826   +0 47 58.2
 MZ2279
 MZ2279                          SUPERSEDED SURVEY CONTROL
 MZ2279
 MZ2279  NAD 83(1996)-  42 15 47.97760(N)    073 48 40.80588(W) AD(       ) 4
 MZ2279  NAD 83(1996)-  42 15 47.97770(N)    073 48 40.80546(W) AD(       ) 4
 MZ2279  NAD 83(1996)-  42 15 47.97832(N)    073 48 40.80539(W) AD(       ) 4
 MZ2279  NAD 83(1992)-  42 15 47.97793(N)    073 48 40.80546(W) AD(       ) 4
 MZ2279  NAD 83(1992)-  42 15 47.97785(N)    073 48 40.80544(W) AD(       ) 4
 MZ2279  NAD 83(1992)-  42 15 47.98056(N)    073 48 40.80233(W) AD(       ) 4
 MZ2279  NAD 83(1986)-  42 15 47.98025(N)    073 48 40.80231(W) AD(       ) 4
 MZ2279  NAD 27      -  42 15 47.66900(N)    073 48 42.34600(W) AD(       ) 3
 MZ2279
 MZ2279.Superseded values are not recommended for survey control.
 MZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2279.See file dsdata.txt to determine how the superseded data were derived.
 MZ2279
 MZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9803679698(NAD 83)
 MZ2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2279+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 MZ2279
 MZ2279  HISTORY     - Date     Condition        Report By
 MZ2279  HISTORY     - 1934     MONUMENTED       CGS
 MZ2279  HISTORY     - 20050509 GOOD             USPSQD
 MZ2279
 MZ2279                          STATION DESCRIPTION
 MZ2279
 MZ2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2279'SPIRE OF DUTCH REFORMED CHURCH ON CHURCH STREET ABOVE FIRST
 MZ2279'STREET, ATHENS, NEW YORK.
 MZ2279
 MZ2279                          STATION RECOVERY (2005)
 MZ2279
 MZ2279'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 MZ2279'RECOVERED AS DESCRIBED. EXCEPT IT IS ON NORTH CHURCH STREET. CALLED
 MZ2279'THE FIRST REFORMED CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2268 ***********************************************************************
 MZ2268  DESIGNATION -  ATHENS LIGHT
 MZ2268  PID         -  MZ2268
 MZ2268  STATE/COUNTY-  NY/GREENE
 MZ2268  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2268
 MZ2268                         *CURRENT SURVEY CONTROL
 MZ2268  ___________________________________________________________________
 MZ2268* NAD 83(1996)-  42 16 10.68597(N)    073 47 53.03498(W)     ADJUSTED  
 MZ2268* NAVD 88     -                                                        
 MZ2268  ___________________________________________________________________
 MZ2268  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MZ2268  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2268
 MZ2268  HORZ ORDER  -  THIRD
 MZ2268
 MZ2268.The horizontal coordinates were established by classical geodetic methods
 MZ2268.and adjusted by the National Geodetic Survey in January 1999..
 MZ2268
 MZ2268
 MZ2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2268
 MZ2268.The geoid height was determined by GEOID03.
 MZ2268
 MZ2268;                    North         East     Units Scale Factor Converg.
 MZ2268;SPC NY E     -   381,785.582   207,904.019   MT  0.99994124   +0 28 19.7
 MZ2268;SPC NY E     - 1,252,574.86    682,098.44   sFT  0.99994124   +0 28 19.7
 MZ2268;UTM  18      - 4,680,413.548   599,120.750   MT  0.99972089   +0 48 30.6
 MZ2268
 MZ2268                          SUPERSEDED SURVEY CONTROL
 MZ2268
 MZ2268  NAD 83(1996)-  42 16 10.68530(N)    073 47 53.03843(W) AD(       ) 4
 MZ2268  NAD 83(1996)-  42 16 10.68535(N)    073 47 53.03810(W) AD(       ) 4
 MZ2268  NAD 83(1996)-  42 16 10.68570(N)    073 47 53.03801(W) AD(       ) 4
 MZ2268  NAD 83(1992)-  42 16 10.68566(N)    073 47 53.03798(W) AD(       ) 4
 MZ2268  NAD 83(1992)-  42 16 10.68556(N)    073 47 53.03799(W) AD(       ) 4
 MZ2268  NAD 83(1992)-  42 16 10.68783(N)    073 47 53.03492(W) AD(       ) 4
 MZ2268  NAD 83(1986)-  42 16 10.68771(N)    073 47 53.03486(W) AD(       ) 4
 MZ2268  NAD 27      -  42 16 10.37400(N)    073 47 54.58200(W) AD(       ) 3
 MZ2268
 MZ2268.Superseded values are not recommended for survey control.
 MZ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2268.See file dsdata.txt to determine how the superseded data were derived.
 MZ2268
 MZ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9912180414(NAD 83)
 MZ2268
 MZ2268  HISTORY     - Date     Condition        Report By
 MZ2268  HISTORY     - 1934     MONUMENTED       CGS
 MZ2268  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2268
 MZ2268                          STATION DESCRIPTION
 MZ2268
 MZ2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2268'ON W SIDE OF MIDDLE GROUND FLATS 3/4 MILE ABOVE ATHENS.
 MZ2268'
 MZ2268'WHITE FLASHING LIGHT ON RED PYRAMIDAL SKELETON TOWER, WITH
 MZ2268'WHITE TANK HOUSE AND RED SQUARE BASE.
 MZ2268
 MZ2268                          STATION RECOVERY (1935)
 MZ2268
 MZ2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2268'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2455 ***********************************************************************
 OF2455  DESIGNATION -  ATKINS
 OF2455  PID         -  OF2455
 OF2455  STATE/COUNTY-  NY/MONROE
 OF2455  USGS QUAD   -  CLIFTON (1971)
 OF2455
 OF2455                         *CURRENT SURVEY CONTROL
 OF2455  ___________________________________________________________________
 OF2455* NAD 83(1996)-  43 04 24.60994(N)    077 52 05.24892(W)     ADJUSTED  
 OF2455* NAVD 88     -       200.1    (meters)     656.     (feet)  VERTCON   
 OF2455  ___________________________________________________________________
 OF2455  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OF2455  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OF2455
 OF2455  HORZ ORDER  -  FIRST
 OF2455
 OF2455.The horizontal coordinates were established by classical geodetic methods
 OF2455.and adjusted by the National Geodetic Survey in January 1999..
 OF2455
 OF2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2455
 OF2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2455
 OF2455.The geoid height was determined by GEOID03.
 OF2455
 OF2455;                    North         East     Units Scale Factor Converg.
 OF2455;SPC NY W     -   341,583.471   408,245.704   MT  0.99997922   +0 29 18.4
 OF2455;SPC NY W     - 1,120,678.44  1,339,386.11   sFT  0.99997922   +0 29 18.4
 OF2455;UTM  18      - 4,772,970.289   266,496.033   MT  1.00027080   -1 57 34.7
 OF2455
 OF2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2455!SPC NY W     -   0.99997411  x   0.99997922  =   0.99995333
 OF2455!UTM  18      -   0.99997411  x   1.00027080  =   1.00024491
 OF2455
 OF2455|---------------------------------------------------------------------|
 OF2455| PID    Reference Object                     Distance      Geod. Az  |
 OF2455|                                                           dddmmss.s |
 OF2455| CZ9991 ATKINS RM 1                          21.361 METERS 01934     |
 OF2455| CZ9990 ATKINS AZ MK                                       1405327.2 |
 OF2455| CZ9992 ATKINS RM 2                          23.132 METERS 23918     |
 OF2455|---------------------------------------------------------------------|
 OF2455
 OF2455                          SUPERSEDED SURVEY CONTROL
 OF2455
 OF2455  NAD 83(1986)-  43 04 24.61669(N)    077 52 05.24700(W) AD(       ) 1
 OF2455  NAD 27      -  43 04 24.39558(N)    077 52 06.21368(W) AD(       ) 1
 OF2455  NGVD 29 (07/19/86)  200.3    (m)          657.     (f) VERT ANG       
 OF2455
 OF2455.Superseded values are not recommended for survey control.
 OF2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2455.See file dsdata.txt to determine how the superseded data were derived.
 OF2455
 OF2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6649672970(NAD 83)
 OF2455_MARKER: DS = TRIANGULATION STATION DISK
 OF2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2455
 OF2455  HISTORY     - Date     Condition        Report By
 OF2455  HISTORY     - 1969     MONUMENTED       CGS
 OF2455  HISTORY     - 1977     GOOD             NY-055
 OF2455
 OF2455                          STATION DESCRIPTION
 OF2455
 OF2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2455'STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHWEST OF NORTH CHILI,
 OF2455'2-1/2 MILES SOUTH-SOUTHEAST OF CHURCHVILLE, 1 MILE EAST OF RIGA
 OF2455'CENTER, AT ABOUT THE CENTER OF A BRUSH COVERED RIDGE AND ON
 OF2455'PROPERTY OWNED BY L. ATKINS AND SONS.
 OF2455'
 OF2455'TO REACH THE STATION FROM THE POST OFFICE IN CHURCHVILLE, GO
 OF2455'SOUTH ON STATE HIGHWAY 36 FOR 2.4 MILES TO THE JUNCTION OF
 OF2455'STATE HIGHWAY 33A.  TURN LEFT AND GO EAST ON HIGHWAYS 33A AND 36
 OF2455'FOR 0.25 MILE TO WHERE HIGHWAY 36 TURNS RIGHT (SOUTH).  CONTINUE
 OF2455'EAST ON HIGHWAY 33A FOR 0.7 MILE TO A FIELD ROAD LEFT JUST PAST
 OF2455'A LARGE STONE HOUSE.  (TO REACH THE AZ MK FROM HERE CONTINUE
 OF2455'EAST ON 33A FOR 0.1 MILE TO MARK ON RIGHT AS DESCRIBED).  TURN
 OF2455'LEFT AND GO NORTH, WEST AND NORTH FOLLOWING FIELD ROAD AROUND
 OF2455'EDGE OF FIELD FOR 0.15 MILE TO A GAP IN A HEDGE ROW.  PASS
 OF2455'THROUGH GAP AND TURN SHARP LEFT AND GO WEST FOR 0.1 MILE TO
 OF2455'BOTTOM OF RIDGE.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO
 OF2455'TOP OF RIDGE AND STATION AS DESCRIBED.
 OF2455'
 OF2455'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF2455'
 OF2455'STATION MARK, STAMPED ATKINS 1969 PROJECTS 2 INCHES ABOVE THE
 OF2455'GROUND SURFACE.  IT IS 78 FEET NORTHEAST OF A METAL WITNESS POST,
 OF2455'71 FEET SOUTH-SOUTHWEST OF A METAL WITNESS AND 25 FEET SOUTHEAST
 OF2455'OF A LARGE THORN BUSH.
 OF2455'
 OF2455'RM 1, STAMPED ATKINS NO 1 1969 PROJECTS 6 INCHES ABOVE THE
 OF2455'GROUND SURFACE.  IT IS 65 FEET NORTHEAST OF THE LARGE THORN BUSH
 OF2455'AND 2 FEET WEST OF A METAL WITNESS POST.
 OF2455'
 OF2455'RM 2, STAMPED ATKINS NO 2 1969 PROJECTS 4 INCHES ABOVE THE
 OF2455'GROUND SURFACE.  IT IS 73 FEET SOUTHWEST OF THE LARGE THORN BUSH
 OF2455'AND EAST-SOUTHEAST OF A METAL WITNESS POST.
 OF2455'
 OF2455'AZ MK, STAMPED ATKINS 1969 IS SET FLUSH WITH THE GROUND
 OF2455'SURFACE.  IT IS 69 FEET EAST OF POWER POLE 45, 63 FEET
 OF2455'WEST-SOUTHWEST OF CENTER OF BRIDGE OVER HIGHWAY, 19 FEET SOUTH
 OF2455'OF CENTER OF HIGHWAY 33A AND 1.9 FEET NORTHWEST OF A METAL WITNESS
 OF2455'POST.
 OF2455'
 OF2455'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OF2455
 OF2455                          STATION RECOVERY (1977)
 OF2455
 OF2455'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2455'ATKINS RECOVERED IN GOOD CONDITION.
 OF2455'
 OF2455'ATKINS AZ MK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1335 ***********************************************************************
 KU1335  DESIGNATION -  ATLANTIC USE
 KU1335  PID         -  KU1335
 KU1335  STATE/COUNTY-  NY/NASSAU
 KU1335  USGS QUAD   -  LAWRENCE (1979)
 KU1335
 KU1335                         *CURRENT SURVEY CONTROL
 KU1335  ___________________________________________________________________
 KU1335* NAD 83(1986)-  40 35 32.     (N)    073 44 14.     (W)     SCALED    
 KU1335* NAVD 88     -         2.860  (meters)       9.38   (feet)  ADJUSTED  
 KU1335  ___________________________________________________________________
 KU1335  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KU1335  DYNAMIC HT  -           2.858 (meters)       9.38  (feet)  COMP
 KU1335  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 KU1335
 KU1335  VERT ORDER  -  FIRST     CLASS II
 KU1335
 KU1335.The horizontal coordinates were scaled from a topographic map and have
 KU1335.an estimated accuracy of +/- 6 seconds.
 KU1335
 KU1335.The orthometric height was determined by differential leveling
 KU1335.and adjusted by the National Geodetic Survey in June 1991..
 KU1335
 KU1335.The geoid height was determined by GEOID03.
 KU1335
 KU1335.The dynamic height is computed by dividing the NAVD 88
 KU1335.geopotential number by the normal gravity value computed on the
 KU1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1335.degrees latitude (g = 980.6199 gals.).
 KU1335
 KU1335.The modeled gravity was interpolated from observed gravity values.
 KU1335
 KU1335;                    North         East    Units  Estimated Accuracy
 KU1335;SPC NY L     -    47,290.      322,250.      MT  (+/- 180 meters Scaled)
 KU1335
 KU1335                          SUPERSEDED SURVEY CONTROL
 KU1335
 KU1335  NGVD 29 (??/??/92)    3.195  (m)           10.48   (f) ADJ UNCH    1 2
 KU1335
 KU1335.Superseded values are not recommended for survey control.
 KU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1335.See file dsdata.txt to determine how the superseded data were derived.
 KU1335
 KU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK068942(NAD 83)
 KU1335_MARKER: Q = CHISELED SQUARE
 KU1335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1335_SP_SET: BRIDGE
 KU1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1335
 KU1335  HISTORY     - Date     Condition        Report By
 KU1335  HISTORY     - UNK      MONUMENTED       DOD
 KU1335  HISTORY     - 1952     POOR             NGS
 KU1335
 KU1335                          STATION DESCRIPTION
 KU1335
 KU1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1335'AT ATLANTIC BEACH.
 KU1335'AT ATLANTIC BEACH, AT OLD BRIDGE OVER ROCKAWAY INLET, 85 FEET EAST
 KU1335'OF EAST PIER OF SECOND ROW OF PIERS NORTH OF SOUTH ABUTMENT OF NEW
 KU1335'ATLANTIC BEACH BRIDGE OVER ROCKAWAY INLET, A 3/4 INCH OUTLINED
 KU1335'SQUARE IN THE TOP OF EXTREME NORTHWEST CORNER OF OLD WEST WING
 KU1335'WALL OF OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1082 ***********************************************************************
 OG1082  DESIGNATION -  ATLAST
 OG1082  PID         -  OG1082
 OG1082  STATE/COUNTY-  NY/ORLEANS
 OG1082  USGS QUAD   -  KENT (1978)
 OG1082
 OG1082                         *CURRENT SURVEY CONTROL
 OG1082  ___________________________________________________________________
 OG1082* NAD 83(1996)-  43 22 31.85257(N)    078 07 40.12856(W)     ADJUSTED  
 OG1082* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 OG1082  ___________________________________________________________________
 OG1082  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OG1082  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OG1082
 OG1082  HORZ ORDER  -  THIRD
 OG1082
 OG1082.The horizontal coordinates were established by classical geodetic methods
 OG1082.and adjusted by the National Geodetic Survey in January 1999..
 OG1082
 OG1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1082
 OG1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1082
 OG1082.The geoid height was determined by GEOID03.
 OG1082
 OG1082;                    North         East     Units Scale Factor Converg.
 OG1082;SPC NY W     -   374,986.519   386,914.250   MT  0.99995426   +0 18 46.2
 OG1082;SPC NY W     - 1,230,268.27  1,269,401.17   sFT  0.99995426   +0 18 46.2
 OG1082;UTM  17      - 4,806,523.499   732,682.164   MT  1.00026604   +1 58 24.4
 OG1082
 OG1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1082!SPC NY W     -   0.99999350  x   0.99995426  =   0.99994776
 OG1082!UTM  17      -   0.99999350  x   1.00026604  =   1.00025954
 OG1082
 OG1082                          SUPERSEDED SURVEY CONTROL
 OG1082
 OG1082  NAD 83(1986)-  43 22 31.86001(N)    078 07 40.12640(W) AD(       ) 3
 OG1082  NGVD 29 (05/23/89)   78.     (m)          256.     (f) VERT ANG       
 OG1082
 OG1082.Superseded values are not recommended for survey control.
 OG1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1082.See file dsdata.txt to determine how the superseded data were derived.
 OG1082
 OG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ3268206523(NAD 83)
 OG1082_MARKER: DD = SURVEY DISK
 OG1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG1082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1082+STABILITY: SURFACE MOTION
 OG1082
 OG1082  HISTORY     - Date     Condition        Report By
 OG1082  HISTORY     - 1983     MONUMENTED       NOS
 OG1082
 OG1082                          STATION DESCRIPTION
 OG1082
 OG1082'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG1082'THE STATION IS LOCATED ON THE SOUTH SHORE OF LAKE ONTARIO, IN
 OG1082'CARLTON TOWNSHIP, AND ABOUT 3.2 MILES EAST FROM THE
 OG1082'VILLAGE OF POINT BREEZE.
 OG1082'
 OG1082'TO REACH THE STATION FROM THE JUNCTION OF LAKE ONTARIO PARKWAY
 OG1082'AND NY 237 IN KENDALL TOWNSHIP, GO WEST ON LAKE ONTARIO
 OG1082'PARKWAY FOR 7.7 KM (4.8 MILES) TO THE STATION ON THE SHORELINE
 OG1082'NEAR A GUARD RAIL AND A CLUMP OF WILLOWS.
 OG1082'
 OG1082'THE STATION IS A STANDARD NOS DISK
 OG1082'STAMPED---ATLAST 1983---,
 OG1082'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER
 OG1082'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 OG1082'38.20 METERS (125.3 FT) NORTH FROM THE CENTER OF THE TWO WEST
 OG1082'BOUND LANES OF LAKE ONTARIO PARKWAY,
 OG1082'25.15 METERS (82.51 FT) NORTH FROM THE NORTH FACE OF THE WOODEN
 OG1082'GUARD RAIL,
 OG1082'15.85 METERS (52.00 FT) NORTH FROM A WITNESS SIGN NAILED TO A 20
 OG1082'INCH WILLOW, AND
 OG1082'1.1 METERS (3.61 FT) SOUTH FROM THE TOP OF THE BANK.
 OG1082'
 OG1082'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
 OG1082'DESCRIBED BY J. DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0913 ***********************************************************************
 NC0913  DESIGNATION -  ATTICA
 NC0913  PID         -  NC0913
 NC0913  STATE/COUNTY-  NY/WYOMING
 NC0913  USGS QUAD   -  DALE (1976)
 NC0913
 NC0913                         *CURRENT SURVEY CONTROL
 NC0913  ___________________________________________________________________
 NC0913* NAD 83(1996)-  42 50 14.48238(N)    078 12 19.19444(W)     ADJUSTED  
 NC0913* NAVD 88     -       539.0    (meters)    1768.     (feet)  VERTCON   
 NC0913  ___________________________________________________________________
 NC0913  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 NC0913  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NC0913
 NC0913  HORZ ORDER  -  SECOND
 NC0913
 NC0913.The horizontal coordinates were established by classical geodetic methods
 NC0913.and adjusted by the National Geodetic Survey in January 1999..
 NC0913
 NC0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0913
 NC0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0913
 NC0913.The geoid height was determined by GEOID03.
 NC0913
 NC0913;                    North         East     Units Scale Factor Converg.
 NC0913;SPC NY W     -   315,172.182   380,901.870   MT  0.99994924   +0 15 25.2
 NC0913;SPC NY W     - 1,034,027.40  1,249,675.55   sFT  0.99994924   +0 15 25.2
 NC0913;UTM  17      - 4,746,542.549   728,395.665   MT  1.00024180   +1 54 03.5
 NC0913
 NC0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0913!SPC NY W     -   0.99992081  x   0.99994924  =   0.99987006
 NC0913!UTM  17      -   0.99992081  x   1.00024180  =   1.00016260
 NC0913
 NC0913:                Primary Azimuth Mark                     Grid Az
 NC0913:SPC NY W     -  BROOKS                                   068 17 24.0
 NC0913:UTM  17      -  BROOKS                                   066 38 45.7
 NC0913
 NC0913|---------------------------------------------------------------------|
 NC0913| PID    Reference Object                     Distance      Geod. Az  |
 NC0913|                                                           dddmmss.s |
 NC0913| NB2077 BROOKS                              APPROX.18.9 KM 0683249.2 |
 NC0913| NC0914 ATTICA ATT MICROWAVE                 18.074 METERS 09435     |
 NC0913| CZ9695 ATTICA RM 1                          23.223 METERS 11055     |
 NC0913| CZ9696 ATTICA RM 2                          24.617 METERS 19055     |
 NC0913|---------------------------------------------------------------------|
 NC0913
 NC0913                          SUPERSEDED SURVEY CONTROL
 NC0913
 NC0913  NAD 83(1986)-  42 50 14.48922(N)    078 12 19.19165(W) AD(       ) 2
 NC0913  NAD 27      -  42 50 14.27523(N)    078 12 20.14105(W) AD(       ) 2
 NC0913  NGVD 29 (07/19/86)  539.1    (m)         1769.     (f) VERT ANG       
 NC0913
 NC0913.Superseded values are not recommended for survey control.
 NC0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0913.See file dsdata.txt to determine how the superseded data were derived.
 NC0913
 NC0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2839646543(NAD 83)
 NC0913_MARKER: DS = TRIANGULATION STATION DISK
 NC0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0913
 NC0913  HISTORY     - Date     Condition        Report By
 NC0913  HISTORY     - 1973     MONUMENTED       NGS
 NC0913  HISTORY     - 1985     GOOD             LOCENG
 NC0913
 NC0913                          STATION DESCRIPTION
 NC0913
 NC0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC0913'THE STATION IS LOCATED 4 MILES SOUTHEAST OF ATTICA ON THE
 NC0913'HIGHEST POINT OF A PROMINENT HILL, JUST WEST OF A CONCRETE
 NC0913'MICROWAVE TOWER ON PROPERTY OWNED BY AMERICAN TELEPHONE AND
 NC0913'TELEGRAPH COMPANY.
 NC0913'
 NC0913'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 238 AND
 NC0913'U.S. HIGHWAY 20A ABOUT 10 MILES SOUTHEAST OF ATTICA, GO NORTHERLY
 NC0913'ON HIGHWAY 238 FOR 5.5 MILES TO A DIAGONAL CROSSROAD.  TURN RIGHT
 NC0913'AND GO NORTHEASTERLY ON ATTICA GULF ROAD FOR 0.95 MILE TO A SIDE
 NC0913'ROAD RIGHT.  TURN RIGHT AND GO EAST ON PLOWE ROAD FOR 1.25 MILES
 NC0913'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON WERNER ROAD FOR 0.8
 NC0913'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A PAVED
 NC0913'ROAD FOR 0.25 MILE TO THE TOP OF A HILL, A MICROWAVE TOWER AND
 NC0913'THE STATION ON THE RIGHT.
 NC0913'
 NC0913'STATION MARK, STAMPED ATTICA 1973 IS A STANDARD DISK SET IN A
 NC0913'ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 61 FEET SOUTH OF THE
 NC0913'CENTER OF THE PAVED ROAD, 47.5 FEET WEST OF THE WEST WALL OF THE
 NC0913'MICROWAVE TOWER, 28 FEET SOUTHEAST OF A POWER POLE AND 13 FEET
 NC0913'EAST OF THE EAST EDGE OF A THICK BRUSHY AREA.
 NC0913'
 NC0913'REFERENCE MARK 1, STAMPED ATTICA NO 1 1973 IS A STANDARD DISK
 NC0913'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 28.3 FEET
 NC0913'NORTHWEST OF THE NORTHWEST CORNER OF AN OUTHOUSE, 27 FEET EAST OF
 NC0913'THE SOUTHWEST CORNER OF THE MICROWAVE TOWER, 8 FEET SOUTH OF THE
 NC0913'SOUTHEAST CORNER OF THE MICROWAVE TOWER AND 4 FEET NORTHWEST OF
 NC0913'THE CENTER OF THE ROAD AROUND THE MICROWAVE TOWER.
 NC0913'
 NC0913'REFERENCE MARK 2, STAMPED ATTICA NO 2 1973 IS A STANDARD DISK
 NC0913'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 88 FEET
 NC0913'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MICROWAVE TOWER, 14
 NC0913'FEET NORTHEAST OF A TRIPLE TRUNK TREE AND 2 FEET EAST OF A METAL
 NC0913'WITNESS POST.
 NC0913'
 NC0913'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 NC0913
 NC0913                          STATION RECOVERY (1985)
 NC0913
 NC0913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JEM)
 NC0913'ATTICA FOUND GOOD.
 NC0913'
 NC0913'R.M. - 1 FOUND GOOD.
 NC0913'
 NC0913'R.M. - 2 FOUND GOOD.
 NC0913'
 NC0913'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST OF
 NC0913'ATTICA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0915 ***********************************************************************
 NC0915  DESIGNATION -  ATTICA
 NC0915  PID         -  NC0915
 NC0915  STATE/COUNTY-  NY/WYOMING
 NC0915  USGS QUAD   -  DALE (1976)
 NC0915
 NC0915                         *CURRENT SURVEY CONTROL
 NC0915  ___________________________________________________________________
 NC0915* NAD 83(1996)-  42 48 48.97159(N)    078 12 45.35914(W)     ADJUSTED  
 NC0915* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 NC0915  ___________________________________________________________________
 NC0915  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 NC0915  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NC0915
 NC0915  HORZ ORDER  -  THIRD
 NC0915
 NC0915.The horizontal coordinates were established by classical geodetic methods
 NC0915.and adjusted by the National Geodetic Survey in January 1999..
 NC0915
 NC0915.The orthometric height was scaled from a topographic map.
 NC0915
 NC0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0915
 NC0915.The geoid height was determined by GEOID03.
 NC0915
 NC0915;                    North         East     Units Scale Factor Converg.
 NC0915;SPC NY W     -   312,530.998   380,319.314   MT  0.99994881   +0 15 07.0
 NC0915;SPC NY W     - 1,025,362.12  1,247,764.28   sFT  0.99994881   +0 15 07.0
 NC0915;UTM  17      - 4,743,884.969   727,888.955   MT  1.00023896   +1 53 42.6
 NC0915
 NC0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0915!SPC NY W     -   0.99991799  x   0.99994881  =   0.99986681
 NC0915!UTM  17      -   0.99991799  x   1.00023896  =   1.00015693
 NC0915
 NC0915:                Primary Azimuth Mark                     Grid Az
 NC0915:SPC NY W     -  COBBLE                                   181 43 07.8
 NC0915:UTM  17      -  COBBLE                                   180 04 32.2
 NC0915
 NC0915|---------------------------------------------------------------------|
 NC0915| PID    Reference Object                     Distance      Geod. Az  |
 NC0915|                                                           dddmmss.s |
 NC0915| NC0927 COBBLE                              APPROX.10.5 KM 1815814.8 |
 NC0915|---------------------------------------------------------------------|
 NC0915
 NC0915                          SUPERSEDED SURVEY CONTROL
 NC0915
 NC0915  NAD 83(1986)-  42 48 48.97827(N)    078 12 45.35341(W) AD(       ) 3
 NC0915  NAD 27      -  42 48 48.76284(N)    078 12 46.29745(W) AD(       ) 3
 NC0915
 NC0915.Superseded values are not recommended for survey control.
 NC0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0915.See file dsdata.txt to determine how the superseded data were derived.
 NC0915
 NC0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2788943885(NAD 83)
 NC0915_MARKER: DD = SURVEY DISK
 NC0915_SETTING: 0 = UNSPECIFIED SETTING
 NC0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0915
 NC0915  HISTORY     - Date     Condition        Report By
 NC0915  HISTORY     - 1902     MONUMENTED       USGS
 NC0915
 NC0915                          STATION DESCRIPTION
 NC0915
 NC0915'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NC0915'SITUATED IN TOWN OF ATTICA ABOUT 1.0 MI EAST OF ATTICA CENTER, ON
 NC0915'BARE HILL ON LAND OWNED BY CHAS H. WEBER, DATE POST OFFICE.  OUTLOOK
 NC0915'GOOD EXCEPT TO NORTH.
 NC0915'
 NC0915'STATION MARK, A TRIANGULAR SANDSTONE 8 IN. THICK AND ABOUT 2 FT
 NC0915'ON EACH EDGE IN TOP OF WHICH IS CEMENTED A BRONZE TRIANGULATION
 NC0915'DISK.  THE STONE IS BURIED 1 FT BELOW SURFACE OF GROUND.
 NC0915'
 NC0915'REFERENCE MARK NO. 1., A ROUND BOULDER CONTAINING ABOUT 1 CUBIC
 NC0915'FOOT AT W. EDGE OF STONE PILE.  HOLE DRILLED 2 IN. DEEP IN TOP.
 NC0915'DISTANCE 166 FEET,  S 59 DEG W.
 NC0915'
 NC0915'REFERENCE MARK NO. 2, A HOLE DRILLED 1.5 IN. DEEP IN TOP OF IRREGULAR
 NC0915'SHAPED BOULDER EMBEDDED IN GROUND.  SURFACE EXPOSED ABOUT 30- BY 18-
 NC0915'BY 6-IN.  DISTANCE 167.5 FT.
 NC0915'
 NC0915'REFERENCE MARK NO. 3, A HOLE DRILLED 1.5 IN. DEEP IN BOULDER EMBEDDED
 NC0915'IN GROUND ABOUT 12- BY 12- BY 4-IN. EXPOSED.  DISTANCE 50 FT,
 NC0915'S 63 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0914 ***********************************************************************
 NC0914  DESIGNATION -  ATTICA ATT MICROWAVE
 NC0914  PID         -  NC0914
 NC0914  STATE/COUNTY-  NY/WYOMING
 NC0914  USGS QUAD   -  DALE (1976)
 NC0914
 NC0914                         *CURRENT SURVEY CONTROL
 NC0914  ___________________________________________________________________
 NC0914* NAD 83(1996)-  42 50 14.43557(N)    078 12 18.40112(W)     ADJUSTED  
 NC0914* NAVD 88     -                                                        
 NC0914  ___________________________________________________________________
 NC0914  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 NC0914  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NC0914
 NC0914  HORZ ORDER  -  THIRD
 NC0914
 NC0914.The horizontal coordinates were established by classical geodetic methods
 NC0914.and adjusted by the National Geodetic Survey in January 1999..
 NC0914
 NC0914
 NC0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0914
 NC0914.The geoid height was determined by GEOID03.
 NC0914
 NC0914;                    North         East     Units Scale Factor Converg.
 NC0914;SPC NY W     -   315,170.818   380,919.892   MT  0.99994926   +0 15 25.8
 NC0914;SPC NY W     - 1,034,022.93  1,249,734.68   sFT  0.99994926   +0 15 25.8
 NC0914;UTM  17      - 4,746,541.703   728,413.723   MT  1.00024190   +1 54 04.0
 NC0914
 NC0914                          SUPERSEDED SURVEY CONTROL
 NC0914
 NC0914  NAD 83(1986)-  42 50 14.44241(N)    078 12 18.39834(W) AD(       ) 4
 NC0914  NAD 27      -  42 50 14.22842(N)    078 12 19.34776(W) AD(       ) 3
 NC0914
 NC0914.Superseded values are not recommended for survey control.
 NC0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0914.See file dsdata.txt to determine how the superseded data were derived.
 NC0914
 NC0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2841446542(NAD 83)
 NC0914_MARKER: 45 = MICROWAVE TOWER
 NC0914
 NC0914  HISTORY     - Date     Condition        Report By
 NC0914  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC0914
 NC0914                          STATION DESCRIPTION
 NC0914
 NC0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC0914'STATION IS THE CENTER OF A GRAY CONCRETE MICROWAVE TOWER, 118
 NC0914'FEET TALL, WITH FOUR FANS ATOP.
 NC0914'
 NC0914'THE STATION IS LOCATED 4 MILES SOUTHEAST OF ATTICA ON THE
 NC0914'HIGHEST POINT OF A PROMINENT HILL AND ON PROPERTY OWNED BY
 NC0914'AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 NC0914'
 NC0914'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 238 AND
 NC0914'U.S. HIGHWAY 20A, ABOUT 10 MILES SOUTHEAST OF ATTICA, GO
 NC0914'NORTHERLY ON HIGHWAY 238 FOR 5.5 MILES TO A DIAGONAL
 NC0914'CROSSROAD.  TURN RIGHT AND GO NORTHEASTERLY ON ATTICA GULF ROAD
 NC0914'FOR 0.95 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 NC0914'PLOWE ROAD FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AND GO
 NC0914'NORTH ON WERNER ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN
 NC0914'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.25 MILE TO THE TOP OF
 NC0914'A HILL AND THE STATION.  MEASUREMENTS WERE MADE TO THE
 NC0914'NORTHWEST AND SOUTHWEST CORNERS FROM TRIANGULATION STATION
 NC0914'ATTICA 1973 AND THE CENTER WAS COMPUTED.  THE COMPUTED DISTANCE
 NC0914'IS 18.074 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0044 ***********************************************************************
 OG0044  DESIGNATION -  ATWELL
 OG0044  PID         -  OG0044
 OG0044  STATE/COUNTY-  NY/ORLEANS
 OG0044  USGS QUAD   -  KENT (1978)
 OG0044
 OG0044                         *CURRENT SURVEY CONTROL
 OG0044  ___________________________________________________________________
 OG0044* NAD 83(1986)-  43 22 14.     (N)    078 10 25.     (W)     SCALED    
 OG0044* NAVD 88     -        81.825  (meters)     268.45   (feet)  ADJUSTED  
 OG0044  ___________________________________________________________________
 OG0044  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OG0044  DYNAMIC HT  -          81.808 (meters)     268.40  (feet)  COMP
 OG0044  MODELED GRAV-     980,415.8   (mgal)                       NAVD 88
 OG0044
 OG0044  VERT ORDER  -  FIRST     CLASS II
 OG0044
 OG0044.The horizontal coordinates were scaled from a topographic map and have
 OG0044.an estimated accuracy of +/- 6 seconds.
 OG0044
 OG0044.The orthometric height was determined by differential leveling
 OG0044.and adjusted by the National Geodetic Survey in June 1991..
 OG0044
 OG0044.The geoid height was determined by GEOID03.
 OG0044
 OG0044.The dynamic height is computed by dividing the NAVD 88
 OG0044.geopotential number by the normal gravity value computed on the
 OG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0044.degrees latitude (g = 980.6199 gals.).
 OG0044
 OG0044.The modeled gravity was interpolated from observed gravity values.
 OG0044
 OG0044;                    North         East    Units  Estimated Accuracy
 OG0044;SPC NY W     -   374,420.      383,210.      MT  (+/- 180 meters Scaled)
 OG0044
 OG0044                          SUPERSEDED SURVEY CONTROL
 OG0044
 OG0044  NGVD 29 (??/??/92)   82.006  (m)          269.05   (f) ADJ UNCH    1 2
 OG0044
 OG0044.Superseded values are not recommended for survey control.
 OG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0044.See file dsdata.txt to determine how the superseded data were derived.
 OG0044
 OG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ289058(NAD 83)
 OG0044_MARKER: Z = SEE DESCRIPTION
 OG0044_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0044+WITH SETTING: INTO GROUND
 OG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0044+STABILITY: SURFACE MOTION
 OG0044
 OG0044  HISTORY     - Date     Condition        Report By
 OG0044  HISTORY     - UNK      MONUMENTED       USLS
 OG0044  HISTORY     - 1967     GOOD             USLS
 OG0044  HISTORY     - 20001030 MARK NOT FOUND   NYDT
 OG0044
 OG0044                          STATION DESCRIPTION
 OG0044
 OG0044'DESCRIBED BY US LAKE SURVEY 1967
 OG0044'0.8 MI E FROM POINT BREEZE.
 OG0044'IS IN ORLEANS COUNTY, NEW YORK, 0.8 MILE
 OG0044'EAST OF INTERSECTIONS OF POINT BREEZE
 OG0044'ROAD, LAKESHORE ROAD AND WATER STREET IN POINT BREEZE, AT THE
 OG0044'SOUTHWEST CORNER OF A DWELLING AT 14723 LAKESHORE ROAD, 125 FEET NORTH
 OG0044'OF CENTERLINE OF LAKESHORE ROAD, 33.9 FEET WEST OF SOUTHEAST CORNER
 OG0044'OF DWELLING, 17.8 FEET NORTHWEST OF 42 INCH BLACK WALNUT, 1.8 FET
 OG0044'SOUTH OF SOUTHWEST CORNER AND IN LINE WITH WEST FACE OF DWELLING,
 OG0044'1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OG0044'5/8-INCH COPPER-COATED STEEL ROD, 8 FEET LONG.
 OG0044
 OG0044                          STATION RECOVERY (2000)
 OG0044
 OG0044'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PTS)
 OG0044'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2629 ***********************************************************************
 PG2629  CBN         -  This is a Cooperative Base Network Control Station.
 PG2629  DESIGNATION -  AU ROCHE
 PG2629  PID         -  PG2629
 PG2629  STATE/COUNTY-  NY/CLINTON
 PG2629  USGS QUAD   -  BEEKMANTOWN (1966)
 PG2629
 PG2629                         *CURRENT SURVEY CONTROL
 PG2629  ___________________________________________________________________
 PG2629* NAD 83(1996)-  44 46 25.73471(N)    073 23 13.90009(W)     ADJUSTED  
 PG2629* NAVD 88     -        31.0    (meters)     102.     (feet)  GPS OBS   
 PG2629  ___________________________________________________________________
 PG2629  X           -   1,296,662.624 (meters)                     COMP
 PG2629  Y           -  -4,346,020.229 (meters)                     COMP
 PG2629  Z           -   4,469,541.031 (meters)                     COMP
 PG2629  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 PG2629  ELLIP HEIGHT-           1.94  (meters)          (12/03/02) GPS OBS
 PG2629  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG2629
 PG2629  HORZ ORDER  -  B
 PG2629  ELLP ORDER  -  THIRD     CLASS I
 PG2629
 PG2629.The horizontal coordinates were established by GPS observations
 PG2629.and adjusted by the National Geodetic Survey in July 1997..
 PG2629
 PG2629.The orthometric height was determined by GPS observations and a
 PG2629.high-resolution geoid model.
 PG2629
 PG2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG2629
 PG2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2629
 PG2629.The ellipsoidal height was determined by GPS observations
 PG2629.and is referenced to NAD 83.
 PG2629
 PG2629.The geoid height was determined by GEOID03.
 PG2629
 PG2629;                    North         East     Units Scale Factor Converg.
 PG2629;SPC NY E     -   660,343.357   238,076.959   MT  0.99999536   +0 47 01.7
 PG2629;SPC NY E     - 2,166,476.50    781,090.82   sFT  0.99999536   +0 47 01.7
 PG2629;SPC VT       -   253,006.532   429,775.333   MT  1.00002490   -0 37 29.6
 PG2629;UTM  18      - 4,959,089.797   627,613.025   MT  0.99980026   +1 08 09.8
 PG2629
 PG2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2629!SPC NY E     -   0.99999970  x   0.99999536  =   0.99999506
 PG2629!SPC VT       -   0.99999970  x   1.00002490  =   1.00002460
 PG2629!UTM  18      -   0.99999970  x   0.99980026  =   0.99979996
 PG2629
 PG2629                          SUPERSEDED SURVEY CONTROL
 PG2629
 PG2629  ELLIP H (07/24/97)    1.94   (m)                       GP(       ) 1 1
 PG2629  NAD 83(1992)-  44 46 25.73296(N)    073 23 13.89945(W) AD(       ) B
 PG2629  ELLIP H (08/07/96)    1.97   (m)                       GP(       ) 1 1
 PG2629  NAD 83(1986)-  44 46 25.74053(N)    073 23 13.90642(W) AD(       ) B
 PG2629  NAD 83(1992)-  44 46 25.73292(N)    073 23 13.89971(W) AD(       ) B
 PG2629  ELLIP H (04/16/93)    1.98   (m)                       GP(       ) 4 1
 PG2629
 PG2629.Superseded values are not recommended for survey control.
 PG2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2629.See file dsdata.txt to determine how the superseded data were derived.
 PG2629
 PG2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2761359090(NAD 83)
 PG2629_MARKER: DD = SURVEY DISK
 PG2629_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PG2629_SP_SET: CONCRETE BOAT RAMP
 PG2629_STAMPING: AUROCHE 1992
 PG2629_MARK LOGO: NGS   
 PG2629_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2629+STABILITY: SURFACE MOTION
 PG2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG2629+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 PG2629
 PG2629  HISTORY     - Date     Condition        Report By
 PG2629  HISTORY     - 1992     MONUMENTED       NGS
 PG2629  HISTORY     - 19941001 GOOD             VTAT
 PG2629  HISTORY     - 19950417 GOOD             NYDT
 PG2629  HISTORY     - 20040916 GOOD             GEOCAC
 PG2629
 PG2629                          STATION DESCRIPTION
 PG2629
 PG2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PG2629'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTH OF PLATTSBURGH,
 PG2629'3.2 KM (2.00 MI) EAST OF INTERSTATE HIGHWAY 87, ON POINT AU ROCHE IN
 PG2629'THE BOAT LAUNCH CONCRETE STRUCTURE ON LAKE CHAMPLAIN.
 PG2629'OWNERSHIP--STATE OF NEW YORK, POINT AU ROCHE STATE PARK, R.D. 2, BOX
 PG2629'278, PLATTSBURGH NY 12901. GARY PARROT, PARK MANAGER, PHONE
 PG2629'518-563-0369. CHRIS CASE, PARK SUPERVISOR.
 PG2629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 314 AND U.S.
 PG2629'HIGHWAY 9 IN NORTH PLATTSBURGH, GO NORTH 6.1 KM (3.80 MI) ON U.S. 9
 PG2629'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST ON POINT AU ROCHE ROAD
 PG2629'2.6 KM (1.60 MI) TO A PAVED ROAD RIGHT LEADING TO THE POINT AU ROCHE
 PG2629'STATE PARK.  TURN RIGHT AND GO SOUTH 0.16 MI (0.26 KM) KM TO A GUARD
 PG2629'SHACK.  CONTINUE AHEAD SOUTH 0.16 KM (0.10 MI) TO A PAVED ROAD LEFT.
 PG2629'TURN LEFT AND GO EAST THEN SOUTH 1.0 KM (0.60 MI) ON PAVED ROAD TO
 PG2629'THE BOAT LAUNCH PARKING AREA AND THE STATION STRAIGHT AHEAD IN THE
 PG2629'WEST WALL OF THE CONCRETE BOAT LAUNCH.
 PG2629'LOCATED 17.5 M (57.4 FT) NORTH FROM THE SOUTH END OF THE WEST CONCRETE
 PG2629'WALL, 5.5 M (18.0 FT) WEST FROM THE CENTERLINE OF THE BOAT LAUNCH,
 PG2629'AND 4.0 M (13.1 FT) SOUTH FROM THE NORTH END OF THE WEST CONCRETE
 PG2629'WALL.
 PG2629
 PG2629                          STATION RECOVERY (1994)
 PG2629
 PG2629'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1994 (DJM)
 PG2629'RECOVERED AS DESCRIBED.
 PG2629
 PG2629                          STATION RECOVERY (1995)
 PG2629
 PG2629'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 PG2629'RECOVERED AS DESCRIBED.
 PG2629
 PG2629                          STATION RECOVERY (2004)
 PG2629
 PG2629'RECOVERY NOTE BY GEOCACHING 2004 (TS)
 PG2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1824 ***********************************************************************
 PG1824  DESIGNATION -  AU SABLE POINT 1870
 PG1824  PID         -  PG1824
 PG1824  STATE/COUNTY-  NY/CLINTON
 PG1824  USGS QUAD   -  KEESEVILLE (1966)
 PG1824
 PG1824                         *CURRENT SURVEY CONTROL
 PG1824  ___________________________________________________________________
 PG1824* NAD 83(1996)-  44 34 16.83000(N)    073 25 11.35737(W)     ADJUSTED  
 PG1824* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 PG1824  ___________________________________________________________________
 PG1824  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 PG1824  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 PG1824
 PG1824  HORZ ORDER  -  THIRD
 PG1824
 PG1824.The horizontal coordinates were established by classical geodetic methods
 PG1824.and adjusted by the National Geodetic Survey in January 1999..
 PG1824
 PG1824.The orthometric height was scaled from a topographic map.
 PG1824
 PG1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1824
 PG1824.The geoid height was determined by GEOID03.
 PG1824
 PG1824;                    North         East     Units Scale Factor Converg.
 PG1824;SPC NY E     -   637,810.796   235,792.805   MT  0.99999049   +0 45 29.2
 PG1824;SPC NY E     - 2,092,550.92    773,596.89   sFT  0.99999049   +0 45 29.2
 PG1824;SPC VT       -   230,536.035   426,938.818   MT  1.00002990   -0 38 44.0
 PG1824;UTM  18      - 4,936,548.061   625,467.617   MT  0.99979359   +1 06 32.8
 PG1824
 PG1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1824!SPC NY E     -   1.00000004  x   0.99999049  =   0.99999053
 PG1824!SPC VT       -   1.00000004  x   1.00002990  =   1.00002994
 PG1824!UTM  18      -   1.00000004  x   0.99979359  =   0.99979363
 PG1824
 PG1824:                Primary Azimuth Mark                     Grid Az
 PG1824:SPC NY E     -  SAWYERS ISLAND 1870                      029 31 49.7
 PG1824:SPC VT       -  SAWYERS ISLAND 1870                      030 56 02.9
 PG1824:UTM  18      -  SAWYERS ISLAND 1870                      029 10 46.1
 PG1824
 PG1824|---------------------------------------------------------------------|
 PG1824| PID    Reference Object                     Distance      Geod. Az  |
 PG1824|                                                           dddmmss.s |
 PG1824| PG1799 SAWYERS ISLAND 1870                 APPROX.10.1 KM 0301718.9 |
 PG1824|---------------------------------------------------------------------|
 PG1824
 PG1824                          SUPERSEDED SURVEY CONTROL
 PG1824
 PG1824  NAD 83(1996)-  44 34 16.83006(N)    073 25 11.35754(W) AD(       ) 3
 PG1824  NAD 83(1992)-  44 34 16.83389(N)    073 25 11.35952(W) AD(       ) 3
 PG1824  NAD 83(1986)-  44 34 16.84006(N)    073 25 11.35847(W) AD(       ) 3
 PG1824  NAD 27      -  44 34 16.67300(N)    073 25 12.88400(W) AD(       ) 3
 PG1824
 PG1824.Superseded values are not recommended for survey control.
 PG1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1824.See file dsdata.txt to determine how the superseded data were derived.
 PG1824
 PG1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2546836548(NAD 83)
 PG1824
 PG1824  HISTORY     - Date     Condition        Report By
 PG1824  HISTORY     - 1870     MONUMENTED       CGS
 PG1824  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PG1824
 PG1824                          STATION DESCRIPTION
 PG1824
 PG1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (SCM)
 PG1824'STATION IS TRIPOD SIGNAL ON LOW SANDY POINT QUITE NEAR THE
 PG1824'ENTRANCE TO AUSABLE RIVER.  POINT RESEMBLES SEA COAST.
 PG1824'
 PG1824'IRON CONE BELOW SURFACE OF GROUND MARKS STATION, PINE STUB
 PG1824'WITH COPPER TACK IN HEAD INSERTED.
 PG1824'
 PG1824'THREE LARGE SAWED PINE INSTRUMENT PEGS AND CONE PUT DOWN BY
 PG1824'ASSISTANT J.A. SULLIVAN.
 PG1824
 PG1824                          STATION RECOVERY (1959)
 PG1824
 PG1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 PG1824'STATION NOT RECOVERED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1530 ***********************************************************************
 OD1530  DESIGNATION -  AUA
 OD1530  PID         -  OD1530
 OD1530  STATE/COUNTY-  NY/SARATOGA
 OD1530  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1530
 OD1530                         *CURRENT SURVEY CONTROL
 OD1530  ___________________________________________________________________
 OD1530* NAD 83(1996)-  43 04 58.56521(N)    073 40 12.65486(W)     ADJUSTED  
 OD1530* NAVD 88     -        74.0    (meters)     243.     (feet)  VERTCON   
 OD1530  ___________________________________________________________________
 OD1530  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 OD1530  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 OD1530
 OD1530  HORZ ORDER  -  SECOND
 OD1530
 OD1530.The horizontal coordinates were established by classical geodetic methods
 OD1530.and adjusted by the National Geodetic Survey in January 1999..
 OD1530
 OD1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1530
 OD1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1530
 OD1530.The geoid height was determined by GEOID03.
 OD1530
 OD1530;                    North         East     Units Scale Factor Converg.
 OD1530;SPC NY E     -   472,218.761   217,566.499   MT  0.99995614   +0 34 00.6
 OD1530;SPC NY E     - 1,549,271.05    713,799.42   sFT  0.99995614   +0 34 00.6
 OD1530;UTM  18      - 4,770,882.751   608,246.053   MT  0.99974414   +0 54 30.3
 OD1530
 OD1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1530!SPC NY E     -   0.99999320  x   0.99995614  =   0.99994934
 OD1530!UTM  18      -   0.99999320  x   0.99974414  =   0.99973734
 OD1530
 OD1530|---------------------------------------------------------------------|
 OD1530| PID    Reference Object                     Distance      Geod. Az  |
 OD1530|                                                           dddmmss.s |
 OD1530| OD1531 AUA A SACGS 1973                     10.888 METERS 03028     |
 OD1530| DA2925 AUA 1                                              0500530.1 |
 OD1530| DA2926 AUA 2                                              2224814.1 |
 OD1530| OD1543 KENDRICK                            APPROX. 4.3 KM 3464450.1 |
 OD1530|---------------------------------------------------------------------|
 OD1530
 OD1530                          SUPERSEDED SURVEY CONTROL
 OD1530
 OD1530  NAD 83(1996)-  43 04 58.56767(N)    073 40 12.65571(W) AD(       ) 2
 OD1530  NAD 83(1996)-  43 04 58.56767(N)    073 40 12.65580(W) AD(       ) 2
 OD1530  NAD 83(1992)-  43 04 58.56848(N)    073 40 12.65560(W) AD(       ) 2
 OD1530  NAD 83(1992)-  43 04 58.56847(N)    073 40 12.65568(W) AD(       ) 2
 OD1530  NAD 83(1986)-  43 04 58.56943(N)    073 40 12.65505(W) AD(       ) 2
 OD1530  NAD 27      -  43 04 58.30097(N)    073 40 14.23354(W) AD(       ) 2
 OD1530  NGVD 29 (07/19/86)   74.2    (m)          243.     (f) VERT ANG       
 OD1530
 OD1530.Superseded values are not recommended for survey control.
 OD1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1530.See file dsdata.txt to determine how the superseded data were derived.
 OD1530
 OD1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0824670883(NAD 83)
 OD1530_MARKER: DD = SURVEY DISK
 OD1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1530
 OD1530  HISTORY     - Date     Condition        Report By
 OD1530  HISTORY     - 1973     MONUMENTED       NY-091
 OD1530  HISTORY     - 20020809 MARK NOT FOUND   USPSQD
 OD1530  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 OD1530
 OD1530                          STATION DESCRIPTION
 OD1530
 OD1530'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1530'THE STATION IS ABOUT 6.0 MILES EAST OF THE CITY OF SARATOGA
 OD1530'SPRINGS, 5.0 MILES WEST OF SCHUYLERVILLE, 8.0 MILES SOUTH OF
 OD1530'GANSEVOORT, IN THE TOWNSHIP OF SARATOGA.
 OD1530'
 OD1530'TO REACH THE STATION FROM THE CITY HALL IN SARATOGA SPRINGS,
 OD1530'GO EAST ON STATE HIGHWAY 29 FOR 6.20 MILES TO A Y-ROAD
 OD1530'INTERSECTION OF BURGOYNE ROAD ON RIGHT.  TURN RIGHT ON BURGOYNE
 OD1530'ROAD AND GO SOUTHEAST FOR 0.35 MILE TO A T-ROAD INTERSECTION OF
 OD1530'BURGOYNE ROAD.  TURN RIGHT AND GO SOUTHWEST FOR 0.50 MILE
 OD1530'TO AZIMUTH MARK, AUA-1 (SACGS), ON LEFT.  CONTINUE SOUTHWEST ON
 OD1530'BURGOYNE ROAD FOR 0.10 MILE TO THE JUNCTION OF COUNTY HIGHWAY
 OD1530'68.  CONTINUE SOUTHWEST ON COUNTY HIGHWAY 68 FOR 0.15 MILE TO
 OD1530'STATION ON RIGHT.
 OD1530'
 OD1530'TO REACH AZIMUTH MARK, AUA-2 (SACGS), FROM THE STATION, CONTINUE
 OD1530'SOUTHWEST ON COUNTY HIGHWAY 68 FOR 0.15 MILE TO MARK ON LEFT.
 OD1530'
 OD1530'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1530'SURVEY STAMPED AUA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1530'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1530'GROUND.  IT IS LOCATED 59.8 FEET NORTHEAST OF POLE 131, NYT 10,
 OD1530'ON THE NORTH SIDE OF BURGOYNE ROAD, 40.5 FEET NORTHWEST OF A
 OD1530'31-INCH MAPLE TREE ON THE SOUTH SIDE OF BURGOYNE ROAD, 84.2 FEET
 OD1530'SOUTHWEST OF THE CENTER OF A HEADWALL ON THE SOUTH SIDE OF
 OD1530'BURGOYNE ROAD AND 14.9 FEET NORTHWEST OF THE CENTERLINE OF
 OD1530'BURGOYNE ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1530'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1530'
 OD1530'AZIMUTH MARK, AUA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1530'COUNTY GEODETIC SURVEY STAMPED AUA-1.  IT IS SET IN THE TOP OF A
 OD1530'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1530'GROUND.  IT IS LOCATED 50.8 FEET SOUTHEAST OF POLE NYT 2, ON
 OD1530'THE WEST SIDE OF BURGOYNE ROAD, 41.9 FEET SOUTH OF AN 18-INCH
 OD1530'SHAG BARK HICKORY TREE, 19.4 FEET WEST OF AN 11-INCH SHAG BARK
 OD1530'HICKORY TREE, AND 15.5 FEET EAST OF THE CENTERLINE OF BURGOYNE
 OD1530'ROAD.
 OD1530'
 OD1530'AZIMUTH MARK, AUA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1530'COUNTY GEODETIC SURVEY STAMPED AUA-2.  IT IS SET IN THE TOP OF
 OD1530'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.30 FOOT
 OD1530'ABOVE THE GROUND.  IT IS LOCATED 62.7 FEET SOUTHEAST OF A 10-INCH
 OD1530'MAPLE TREE, 43.9 FEET SOUTHEAST OF POLE 7, 70.9 FEET SOUTH OF
 OD1530'AN 8-INCH WILLOW TREE ALL ON THE NORTHERLY SIDE OF BURGOYNE
 OD1530'ROAD, AND 23.0 FEET SOUTH OF THE CENTERLINE OF BURGOYNE ROAD.
 OD1530'
 OD1530'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 OD1530
 OD1530                          STATION RECOVERY (2002)
 OD1530
 OD1530'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1530'MARK NOT FOUND.
 OD1530
 OD1530                          STATION RECOVERY (2005)
 OD1530
 OD1530'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1540 ***********************************************************************
 OD1540  DESIGNATION -  AUB
 OD1540  PID         -  OD1540
 OD1540  STATE/COUNTY-  NY/SARATOGA
 OD1540  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1540
 OD1540                         *CURRENT SURVEY CONTROL
 OD1540  ___________________________________________________________________
 OD1540* NAD 83(1996)-  43 07 20.51593(N)    073 43 44.04905(W)     ADJUSTED  
 OD1540* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 OD1540  ___________________________________________________________________
 OD1540  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OD1540  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 OD1540
 OD1540  HORZ ORDER  -  SECOND
 OD1540
 OD1540.The horizontal coordinates were established by classical geodetic methods
 OD1540.and adjusted by the National Geodetic Survey in January 1999..
 OD1540
 OD1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1540
 OD1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1540
 OD1540.The geoid height was determined by GEOID03.
 OD1540
 OD1540;                    North         East     Units Scale Factor Converg.
 OD1540;SPC NY E     -   476,553.270   212,744.972   MT  0.99994842   +0 31 37.6
 OD1540;SPC NY E     - 1,563,491.85    697,980.80   sFT  0.99994842   +0 31 37.6
 OD1540;UTM  18      - 4,775,187.504   603,399.800   MT  0.99973152   +0 52 08.2
 OD1540
 OD1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1540!SPC NY E     -   0.99998804  x   0.99994842  =   0.99993646
 OD1540!UTM  18      -   0.99998804  x   0.99973152  =   0.99971956
 OD1540
 OD1540:                Primary Azimuth Mark                     Grid Az
 OD1540:SPC NY E     -  AUB 1                                    147 21 55.8
 OD1540:UTM  18      -  AUB 1                                    147 01 25.2
 OD1540
 OD1540|---------------------------------------------------------------------|
 OD1540| PID    Reference Object                     Distance      Geod. Az  |
 OD1540|                                                           dddmmss.s |
 OD1540| DA2927 AUB 1                                              1475333.4 |
 OD1540| OD1536 AUB A SACGS 1973                     10.370 METERS 22508     |
 OD1540| DA2928 AUB 2                                              3233717.4 |
 OD1540|---------------------------------------------------------------------|
 OD1540
 OD1540                          SUPERSEDED SURVEY CONTROL
 OD1540
 OD1540  NAD 83(1996)-  43 07 20.51852(N)    073 43 44.04977(W) AD(       ) 2
 OD1540  NAD 83(1996)-  43 07 20.51855(N)    073 43 44.04980(W) AD(       ) 2
 OD1540  NAD 83(1992)-  43 07 20.51935(N)    073 43 44.04960(W) AD(       ) 2
 OD1540  NAD 83(1992)-  43 07 20.51936(N)    073 43 44.04962(W) AD(       ) 2
 OD1540  NAD 83(1986)-  43 07 20.52018(N)    073 43 44.04911(W) AD(       ) 2
 OD1540  NAD 27      -  43 07 20.25340(N)    073 43 45.61955(W) AD(       ) 2
 OD1540  NGVD 29 (07/19/86)  107.0    (m)          351.     (f) VERT ANG       
 OD1540
 OD1540.Superseded values are not recommended for survey control.
 OD1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1540.See file dsdata.txt to determine how the superseded data were derived.
 OD1540
 OD1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0340075188(NAD 83)
 OD1540_MARKER: DD = SURVEY DISK
 OD1540_SETTING: 0 = UNSPECIFIED SETTING
 OD1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1540+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 OD1540
 OD1540  HISTORY     - Date     Condition        Report By
 OD1540  HISTORY     - 1973     MONUMENTED       NY-091
 OD1540  HISTORY     - 20020820 GOOD             USPSQD
 OD1540  HISTORY     - 20030827 GOOD             USPSQD
 OD1540
 OD1540                          STATION DESCRIPTION
 OD1540
 OD1540'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1540'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF SARATOGA SPRINGS,
 OD1540'7.5 MILES NORTHWEST OF SCHUYLERVILLE, 6.5 MILES SOUTHWEST OF
 OD1540'GANSEVOORT, IN THE TOWNSHIP OF WILTON.
 OD1540'
 OD1540'TO REACH THE STATION FROM EXIT 15 OF INTERSTATE HIGHWAY 87
 OD1540'(ADIRONDACK NORTHWAY) AT STATE HIGHWAY 50, GO NORTHEAST ON
 OD1540'STATE HIGHWAY 50 FOR 2.05 MILES TO A T-ROAD INTERSECTION OF
 OD1540'JONES ROAD ON LEFT AND AZIMUTH MARK, AUB-1 (SACGS).  TURN LEFT
 OD1540'ON JONES ROAD AND GO NORTHWEST FOR 0.3 MILE TO STATION ON RIGHT.
 OD1540'
 OD1540'TO REACH AZIMUTH MARK, AUB-2 (SACGS), FROM THE STATION, GO
 OD1540'NORTHWEST ON JONES ROAD FOR 0.2 MILE TO MARK ON RIGHT.
 OD1540'
 OD1540'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1540'SURVEY STAMPED AUB.  THE SURFACE MARK IS IMBEDDED IN A CONCRETE
 OD1540'ABUTMENT ON THE SOUTHEAST CORNER OF THE BRIDGE OVER THE DELAWARE
 OD1540'AND HUDSON RAILROAD.  IT IS LOCATED 14.0 FEET NORTHEAST OF THE
 OD1540'CENTERLINE OF JONES ROAD, 58.0 FEET SOUTHEAST OF A CATCH BASIN
 OD1540'ON THE NORTHWEST CORNER OF THE BRIDGE, 47.9 FEET SOUTH OF A
 OD1540'CATCH BASIN ON THE NORTHEAST CORNER OF THE BRIDGE AND 17.0 FEET
 OD1540'SOUTH OF THE CENTERLINE OF THE RAILROAD TRACK.
 OD1540'
 OD1540'AZIMUTH MARK, AUB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1540'COUNTY GEODETIC SURVEY STAMPED AUB-1.  IT IS SET IN THE TOP OF
 OD1540'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1540'GROUND.  IT IS LOCATED 21.0 FEET SOUTHEAST OF THE CENTERLINE OF
 OD1540'STATE HIGHWAY 50, 85.5 FEET NORTHEAST OF A 4-FOOT HIGH STEEL
 OD1540'PIPE (GAS LINE) ON THE NORTHWESTERLY SIDE OF STATE HIGHWAY 50,
 OD1540'49.0 FEET NORTHEAST OF RANGE LINE OFF THE NORTHEAST SIDE OF
 OD1540'HOUSE 7316 ON THE SOUTHEASTERLY SIDE OF STATE HIGHWAY 50 AND
 OD1540'48.3 FEET SOUTHWEST OF MOST NORTHERLY PINE TREE IN TREE
 OD1540'ROW, ON THE SOUTHEASTERLY SIDE OF STATE HIGHWAY 50.
 OD1540'
 OD1540'AZIMUTH MARK, AUB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1540'COUNTY GEODETIC SURVEY STAMPED AUB-2.  IT IS SET IN THE TOP OF A
 OD1540'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1540'ABOVE THE GROUND.  IT IS LOCATED 70.3 FEET SOUTHEAST OF POLE NM
 OD1540'39 ON THE NORTHEAST SIDE OF JONES ROAD, 92.0 FEET EAST OF A
 OD1540'14-INCH WHITE PINE TREE ON THE SOUTHWEST SIDE OF JONES ROAD,
 OD1540'77.0 FEET NORTHEAST OF TRIPLE MAPLE TREES ON THE SOUTHWEST SIDE
 OD1540'OF JONES ROAD AND 20.0 FEET NORTHEAST OF THE CENTERLINE OF JONES
 OD1540'ROAD.
 OD1540'
 OD1540'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 OD1540
 OD1540                          STATION RECOVERY (2002)
 OD1540
 OD1540'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1540'RECOVERED IN GOOD CONDITION.
 OD1540
 OD1540                          STATION RECOVERY (2003)
 OD1540
 OD1540'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0501 ***********************************************************************
 NB0501  DESIGNATION -  AUBURN
 NB0501  PID         -  NB0501
 NB0501  STATE/COUNTY-  NY/CAYUGA
 NB0501  USGS QUAD   -  AUBURN (1978)
 NB0501
 NB0501                         *CURRENT SURVEY CONTROL
 NB0501  ___________________________________________________________________
 NB0501* NAD 83(1986)-  42 55 49.     (N)    076 33 56.     (W)     SCALED    
 NB0501* NAVD 88     -       212.457  (meters)     697.04   (feet)  ADJUSTED  
 NB0501  ___________________________________________________________________
 NB0501  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB0501  DYNAMIC HT  -         212.400 (meters)     696.85  (feet)  COMP
 NB0501  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 NB0501
 NB0501  VERT ORDER  -  FIRST     CLASS II
 NB0501
 NB0501.The horizontal coordinates were scaled from a topographic map and have
 NB0501.an estimated accuracy of +/- 6 seconds.
 NB0501
 NB0501.The orthometric height was determined by differential leveling
 NB0501.and adjusted by the National Geodetic Survey in June 1991..
 NB0501.WARNING-Repeat measurements at this control monument indicate possible
 NB0501.vertical movement.
 NB0501
 NB0501.The geoid height was determined by GEOID03.
 NB0501
 NB0501.The dynamic height is computed by dividing the NAVD 88
 NB0501.geopotential number by the normal gravity value computed on the
 NB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0501.degrees latitude (g = 980.6199 gals.).
 NB0501
 NB0501.The modeled gravity was interpolated from observed gravity values.
 NB0501
 NB0501;                    North         East    Units  Estimated Accuracy
 NB0501;SPC NY C     -   325,430.      251,450.      MT  (+/- 180 meters Scaled)
 NB0501
 NB0501                          SUPERSEDED SURVEY CONTROL
 NB0501
 NB0501  NGVD 29 (??/??/92)  212.606  (m)          697.52   (f) ADJ UNCH    1 2
 NB0501
 NB0501.Superseded values are not recommended for survey control.
 NB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0501.See file dsdata.txt to determine how the superseded data were derived.
 NB0501
 NB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN722542(NAD 83)
 NB0501_MARKER: DB = BENCH MARK DISK
 NB0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0501_SP_SET: CONCRETE BASE
 NB0501_STAMPING: AUBURN 1932
 NB0501_MARK LOGO: CGS   
 NB0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0501
 NB0501  HISTORY     - Date     Condition        Report By
 NB0501  HISTORY     - 1942     MONUMENTED       NGS
 NB0501  HISTORY     - 1982     GOOD             NGS
 NB0501  HISTORY     - 1985     GOOD             USPSQD
 NB0501  HISTORY     - 1988     GOOD             USPSQD
 NB0501  HISTORY     - 1990     GOOD             USPSQD
 NB0501
 NB0501                          STATION DESCRIPTION
 NB0501
 NB0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0501'AT AUBURN.
 NB0501'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF GRANITE BASE OF THE
 NB0501'GRATING OVER THE LIGHT-PIT FOR THE SECOND SUBSTORY WINDOW EAST OF
 NB0501'THE NORTHWEST CORNER OF THE CITY HALL AT AUBURN. A STANDARD DISK SET
 NB0501'IN A DRILL HOLE.
 NB0501
 NB0501                          STATION RECOVERY (1982)
 NB0501
 NB0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0501'RECOVERED IN GOOD CONDITION.
 NB0501
 NB0501                          STATION RECOVERY (1985)
 NB0501
 NB0501'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0501'IT IS LOCATED 1.5 FEET NORTH OF THE NORTH FACE OF THE BUILDING.
 NB0501
 NB0501                          STATION RECOVERY (1988)
 NB0501
 NB0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHA)
 NB0501'RECOVERED IN GOOD CONDITION.
 NB0501
 NB0501                          STATION RECOVERY (1990)
 NB0501
 NB0501'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1839 ***********************************************************************
 NB1839  DESIGNATION -  AUBURN
 NB1839  PID         -  NB1839
 NB1839  STATE/COUNTY-  NY/CAYUGA
 NB1839  USGS QUAD   -  AUBURN (1978)
 NB1839
 NB1839                         *CURRENT SURVEY CONTROL
 NB1839  ___________________________________________________________________
 NB1839* NAD 83(1996)-  42 55 34.61850(N)    076 34 17.31451(W)     ADJUSTED  
 NB1839* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 NB1839  ___________________________________________________________________
 NB1839  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 NB1839  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB1839
 NB1839  HORZ ORDER  -  SECOND
 NB1839
 NB1839.The horizontal coordinates were established by classical geodetic methods
 NB1839.and adjusted by the National Geodetic Survey in January 1999..
 NB1839
 NB1839.The orthometric height was scaled from a topographic map.
 NB1839
 NB1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1839
 NB1839.The geoid height was determined by GEOID03.
 NB1839
 NB1839;                    North         East     Units Scale Factor Converg.
 NB1839;SPC NY C     -   324,981.230   250,967.932   MT  0.99993751   +0 00 29.1
 NB1839;SPC NY C     - 1,066,209.25    823,383.96   sFT  0.99993751   +0 00 29.1
 NB1839;UTM  18      - 4,753,826.612   371,757.350   MT  0.99980233   -1 04 13.5
 NB1839
 NB1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1839!SPC NY C     -   0.99996833  x   0.99993751  =   0.99990584
 NB1839!UTM  18      -   0.99996833  x   0.99980233  =   0.99977066
 NB1839
 NB1839:                Primary Azimuth Mark                     Grid Az
 NB1839:SPC NY C     -  AUBURN ST PETERS CATH CH SPIRE           006 27 58.1
 NB1839:UTM  18      -  AUBURN ST PETERS CATH CH SPIRE           007 32 40.7
 NB1839
 NB1839|---------------------------------------------------------------------|
 NB1839| PID    Reference Object                     Distance      Geod. Az  |
 NB1839|                                                           dddmmss.s |
 NB1839| NB1840 AUBURN ST PETERS CATH CH SPIRE      400.652 METERS 0062827.2 |
 NB1839| NB1842 AUBURN CITY HOSPITAL STACK          APPROX. 1.8 KM 0170111.5 |
 NB1839| NB1841 AUBURN FIRST PRESB CH SPIRE         APPROX. 1.0 KM 0274731.2 |
 NB1839| CZ7424 AUBURN RM 1                          34.107 METERS 11503     |
 NB1839| CZ7425 AUBURN RM 2                          27.587 METERS 18619     |
 NB1839| CZ7423 AUBURN AZ MK                                       3304454.5 |
 NB1839| NB1838 AUBURN STATE PRISON STACK           APPROX. 0.9 KM 3362028.2 |
 NB1839|---------------------------------------------------------------------|
 NB1839
 NB1839                          SUPERSEDED SURVEY CONTROL
 NB1839
 NB1839  NAD 83(1986)-  42 55 34.62481(N)    076 34 17.31173(W) AD(       ) 2
 NB1839  NAD 27      -  42 55 34.38600(N)    076 34 18.52500(W) AD(       ) 2
 NB1839
 NB1839.Superseded values are not recommended for survey control.
 NB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1839.See file dsdata.txt to determine how the superseded data were derived.
 NB1839
 NB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7175753827(NAD 83)
 NB1839_MARKER: DS = TRIANGULATION STATION DISK
 NB1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1839_SP_SET: SET INTO TOP OF CONCRETE POST
 NB1839_STAMPING: AUBURN 1942
 NB1839_MARK LOGO: CGS   
 NB1839_PROJECTION: FLUSH
 NB1839
 NB1839  HISTORY     - Date     Condition        Report By
 NB1839  HISTORY     - 1942     MONUMENTED       CGS
 NB1839  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1839  HISTORY     - 19940617 GOOD             USPSQD
 NB1839
 NB1839                          STATION DESCRIPTION
 NB1839
 NB1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1839'STATION IS LOCATED IN THE CITY OF AUBURN, IN THE FORT HILL
 NB1839'CEMETERY.  STATION MARK IS SET ON TOP OF A TRIANGULAR-SHAPED
 NB1839'KNOLL, WHICH IS ABOUT 0.1 MILE W OF BUILDING AT MAIN GATE TO
 NB1839'CEMETERY.  MARK IS SET FLUSH WITH GROUND, AND LOCATED 9 PACES
 NB1839'NE OF TREE WITH TRIANGULAR-BLAZE, AND 12 PACES NW OF CONCRETE
 NB1839'STEPS.
 NB1839'
 NB1839'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NB1839'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1839'
 NB1839'REFERENCE MARK NO.1 IS SE OF STATION, 5 PACES SW OF CENTER
 NB1839'OF CEMETERY ROAD, AND ON SIDE OF HILL.
 NB1839'
 NB1839'REFERENCE MARK NO.2 IS SW OF STATION, AND AT THE BASE OF
 NB1839'20-INCH TREE WHICH IS ON THE N SIDE OF CEMETERY ROAD INTERSECTION.
 NB1839'
 NB1839'AZIMUTH IS LOCATED ABOUT 0.15 MILE N OF STATION, IN FRONT OF
 NB1839'RESIDENCE AT NO. 189 W GENESEE STREET IN AUBURN.  MARK IS SET
 NB1839'FLUSH WITH GROUND AND LOCATED BETWEEN SIDEWALK AND CURB.
 NB1839'
 NB1839'ALL MARKS ARE STAMPED WITH NAME AND DATE OF STATION.
 NB1839'
 NB1839'STATION IS REACHED FROM THE INTERSECTION OF W GENESEE STREET
 NB1839'AND FORT STREET IN AUBURN BY GOING S ON FORT STREET FOR 0.15 MILE
 NB1839'TO MAIN GATE OF FORT HILL CEMETERY.  THROUGH MAIN GATE AND UPHILL
 NB1839'FOR 0.1 MILE TO STATION SITE ON RIGHT ON TRIANGULAR-SHAPED KNOLL.
 NB1839'
 NB1839'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NB1839
 NB1839                          STATION RECOVERY (1974)
 NB1839
 NB1839'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1839'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NB1839'TO REFERENCE MARKS WERE NOT CHECKED.  AZIMUTH MARK IS BLOCKED
 NB1839'FROM STATION BY TIMBER.  VIEW FROM STATION IS BLOCKED BY BIG
 NB1839'TIMBER, EXCEPT FOR A SMALL PART OF THE NORTHWEST QUADRANT.
 NB1839'STATION IS LOCATED ON A TRIANGULAR-SHAPED KNOLL IN THE FORT HILL
 NB1839'CEMETERY, DOWN ON THE NORTH SLOPE OF THE HILL, AND ABOUT
 NB1839'30 FEET LOWER THAN HIGHEST POINT.
 NB1839'
 NB1839'STATION MARK IS A STANDARD DISK STAMPED AUBURN 1942, SET IN A
 NB1839'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 NB1839'
 NB1839'RM NO. 1 IS A STANDARD DISK STAMPED AUBURN NO 1 1942, SET IN A
 NB1839'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 NB1839'
 NB1839'RM NO. 2 IS A STANDARD DISK STAMPED AUBURN NO 2 1942, SET IN A
 NB1839'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 NB1839'
 NB1839'AZIMUTH MARK IS A STANDARD DISK STAMPED AUBURN 1942, SET IN A
 NB1839'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS SET BETWEEN
 NB1839'SIDEWALK AND CURB ON NORTHWEST SIDE OF GENESEE STREET, IN FRONT
 NB1839'OF HOUSE NO. 189.
 NB1839'
 NB1839'TO REACH STATION FROM MAIN GATE TO FORT HILL CEMETERY, GO SOUTH
 NB1839'UPHILL FOR 0.1 MILE.
 NB1839
 NB1839                          STATION RECOVERY (1994)
 NB1839
 NB1839'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1842 ***********************************************************************
 NB1842  DESIGNATION -  AUBURN CITY HOSPITAL STACK
 NB1842  PID         -  NB1842
 NB1842  STATE/COUNTY-  NY/CAYUGA
 NB1842  USGS QUAD   -  AUBURN (1978)
 NB1842
 NB1842                         *CURRENT SURVEY CONTROL
 NB1842  ___________________________________________________________________
 NB1842* NAD 83(1996)-  42 56 30.56410(N)    076 33 54.00442(W)     ADJUSTED  
 NB1842* NAVD 88     -                                                        
 NB1842  ___________________________________________________________________
 NB1842  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 NB1842  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NB1842
 NB1842  HORZ ORDER  -  THIRD
 NB1842
 NB1842.The horizontal coordinates were established by classical geodetic methods
 NB1842.and adjusted by the National Geodetic Survey in January 1999..
 NB1842
 NB1842
 NB1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1842
 NB1842.The geoid height was determined by GEOID03.
 NB1842
 NB1842;                    North         East     Units Scale Factor Converg.
 NB1842;SPC NY C     -   326,707.627   251,496.134   MT  0.99993753   +0 00 45.0
 NB1842;SPC NY C     - 1,071,873.27    825,116.90   sFT  0.99993753   +0 00 45.0
 NB1842;UTM  18      - 4,755,542.527   372,317.880   MT  0.99980056   -1 03 58.7
 NB1842
 NB1842                          SUPERSEDED SURVEY CONTROL
 NB1842
 NB1842  NAD 83(1986)-  42 56 30.56924(N)    076 33 54.00393(W) AD(       ) 4
 NB1842  NAD 27      -  42 56 30.33200(N)    076 33 55.21700(W) AD(       ) 3
 NB1842
 NB1842.Superseded values are not recommended for survey control.
 NB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1842.See file dsdata.txt to determine how the superseded data were derived.
 NB1842
 NB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7231855543(NAD 83)
 NB1842
 NB1842  HISTORY     - Date     Condition        Report By
 NB1842  HISTORY     - 1942     MONUMENTED       CGS
 NB1842  HISTORY     - 1990     GOOD             USPSQD
 NB1842
 NB1842                          STATION DESCRIPTION
 NB1842
 NB1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1842'THIS INTERSECTION STATION IS THE STACK OF THE CITY HOSPITAL WHICH
 NB1842'IS LOCATED IN THE NORTHEASTERLY PART OF THE CITY OF AUBURN.  THE
 NB1842'STACK IS OF RED BRICK ABOUT 125 FEET HIGH AND IS BACK OF THE MAIN
 NB1842'BUILDING ON THE HEATING PLANT OF THE HOSPITAL.
 NB1842
 NB1842                          STATION RECOVERY (1990)
 NB1842
 NB1842'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1841 ***********************************************************************
 NB1841  DESIGNATION -  AUBURN FIRST PRESB CH SPIRE
 NB1841  PID         -  NB1841
 NB1841  STATE/COUNTY-  NY/CAYUGA
 NB1841  USGS QUAD   -  AUBURN (1978)
 NB1841
 NB1841                         *CURRENT SURVEY CONTROL
 NB1841  ___________________________________________________________________
 NB1841* NAD 83(1996)-  42 56 01.94557(N)    076 33 57.71247(W)     ADJUSTED  
 NB1841* NAVD 88     -                                                        
 NB1841  ___________________________________________________________________
 NB1841  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 NB1841  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NB1841
 NB1841  HORZ ORDER  -  THIRD
 NB1841
 NB1841.The horizontal coordinates were established by classical geodetic methods
 NB1841.and adjusted by the National Geodetic Survey in January 1999..
 NB1841
 NB1841
 NB1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1841
 NB1841.The geoid height was determined by GEOID03.
 NB1841
 NB1841;                    North         East     Units Scale Factor Converg.
 NB1841;SPC NY C     -   325,824.532   251,412.253   MT  0.99993752   +0 00 42.4
 NB1841;SPC NY C     - 1,068,975.99    824,841.70   sFT  0.99993752   +0 00 42.4
 NB1841;UTM  18      - 4,754,661.288   372,217.403   MT  0.99980088   -1 04 00.7
 NB1841
 NB1841                          SUPERSEDED SURVEY CONTROL
 NB1841
 NB1841  NAD 83(1986)-  42 56 01.95212(N)    076 33 57.70985(W) AD(       ) 4
 NB1841  NAD 27      -  42 56 01.71400(N)    076 33 58.92400(W) AD(       ) 3
 NB1841
 NB1841.Superseded values are not recommended for survey control.
 NB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1841.See file dsdata.txt to determine how the superseded data were derived.
 NB1841
 NB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7221754661(NAD 83)
 NB1841
 NB1841  HISTORY     - Date     Condition        Report By
 NB1841  HISTORY     - 1942     MONUMENTED       CGS
 NB1841  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 NB1841
 NB1841                          STATION DESCRIPTION
 NB1841
 NB1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1841'STATION IS THE TIP OF THE SPIRE OF THE FIRST PRESBYTERIAN CHURCH
 NB1841'WHICH IS LOCATED AT THE INTERSECTION OF NORTH AND FRANKLIN
 NB1841'STREETS IN THE CITY OF AUBURN.  THE SPIRE IS OF GRAY STONE ABOUT
 NB1841'150 FEET HIGH AND LOCATED ON THE SW CORNER OF THE BUILDING.
 NB1841
 NB1841                          STATION RECOVERY (1994)
 NB1841
 NB1841'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1840 ***********************************************************************
 NB1840  DESIGNATION -  AUBURN ST PETERS CATH CH SPIRE
 NB1840  PID         -  NB1840
 NB1840  STATE/COUNTY-  NY/CAYUGA
 NB1840  USGS QUAD   -  AUBURN (1978)
 NB1840
 NB1840                         *CURRENT SURVEY CONTROL
 NB1840  ___________________________________________________________________
 NB1840* NAD 83(1996)-  42 55 47.51914(N)    076 34 15.32227(W)     ADJUSTED  
 NB1840* NAVD 88     -                                                        
 NB1840  ___________________________________________________________________
 NB1840  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 NB1840  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NB1840
 NB1840  HORZ ORDER  -  THIRD
 NB1840
 NB1840.The horizontal coordinates were established by classical geodetic methods
 NB1840.and adjusted by the National Geodetic Survey in January 1999..
 NB1840
 NB1840
 NB1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1840
 NB1840.The geoid height was determined by GEOID03.
 NB1840
 NB1840;                    North         East     Units Scale Factor Converg.
 NB1840;SPC NY C     -   325,379.308   251,013.049   MT  0.99993751   +0 00 30.4
 NB1840;SPC NY C     - 1,067,515.28    823,531.98   sFT  0.99993751   +0 00 30.4
 NB1840;UTM  18      - 4,754,223.717   371,809.945   MT  0.99980216   -1 04 12.4
 NB1840
 NB1840                          SUPERSEDED SURVEY CONTROL
 NB1840
 NB1840  NAD 83(1986)-  42 55 47.52561(N)    076 34 15.31972(W) AD(       ) 4
 NB1840  NAD 27      -  42 55 47.28700(N)    076 34 16.53300(W) AD(       ) 3
 NB1840
 NB1840.Superseded values are not recommended for survey control.
 NB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1840.See file dsdata.txt to determine how the superseded data were derived.
 NB1840
 NB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7181054224(NAD 83)
 NB1840
 NB1840  HISTORY     - Date     Condition        Report By
 NB1840  HISTORY     - 1942     MONUMENTED       CGS
 NB1840  HISTORY     - 1990     GOOD             USPSQD
 NB1840
 NB1840                          STATION DESCRIPTION
 NB1840
 NB1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1840'THIS INTERSECTION STATION IS THE CROSS ON THE ST. PETERS
 NB1840'CATHOLIC CHURCH SPIRE WHICH IS LOCATED AT THE INTERSECTION OF JAMES
 NB1840'AND GENESEE STREETS IN AUBURN.  THE SPIRE IS A STONE STRUCTURE,
 NB1840'ABOUT 150 FEET HIGH AND LOCATED ON THE SE CORNER OF THE BUILDING.
 NB1840
 NB1840                          STATION RECOVERY (1990)
 NB1840
 NB1840'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1838 ***********************************************************************
 NB1838  DESIGNATION -  AUBURN STATE PRISON STACK
 NB1838  PID         -  NB1838
 NB1838  STATE/COUNTY-  NY/CAYUGA
 NB1838  USGS QUAD   -  AUBURN (1978)
 NB1838
 NB1838                         *CURRENT SURVEY CONTROL
 NB1838  ___________________________________________________________________
 NB1838* NAD 83(1996)-  42 56 00.29336(N)    076 34 32.62309(W)     ADJUSTED  
 NB1838* NAVD 88     -                                                        
 NB1838  ___________________________________________________________________
 NB1838  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 NB1838  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NB1838
 NB1838  HORZ ORDER  -  THIRD
 NB1838
 NB1838.The horizontal coordinates were established by classical geodetic methods
 NB1838.and adjusted by the National Geodetic Survey in January 1999..
 NB1838
 NB1838
 NB1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1838
 NB1838.The geoid height was determined by GEOID03.
 NB1838
 NB1838;                    North         East     Units Scale Factor Converg.
 NB1838;SPC NY C     -   325,773.433   250,620.725   MT  0.99993750   +0 00 18.6
 NB1838;SPC NY C     - 1,068,808.34    822,244.83   sFT  0.99993750   +0 00 18.6
 NB1838;UTM  18      - 4,754,625.103   371,425.160   MT  0.99980337   -1 04 24.4
 NB1838
 NB1838                          SUPERSEDED SURVEY CONTROL
 NB1838
 NB1838  NAD 83(1986)-  42 56 00.29985(N)    076 34 32.62051(W) AD(       ) 4
 NB1838  NAD 27      -  42 56 00.06100(N)    076 34 33.83400(W) AD(       ) 3
 NB1838
 NB1838.Superseded values are not recommended for survey control.
 NB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1838.See file dsdata.txt to determine how the superseded data were derived.
 NB1838
 NB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7142554625(NAD 83)
 NB1838
 NB1838  HISTORY     - Date     Condition        Report By
 NB1838  HISTORY     - 1942     MONUMENTED       CGS
 NB1838  HISTORY     - 1990     GOOD             USPSQD
 NB1838
 NB1838                          STATION DESCRIPTION
 NB1838
 NB1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1838'THIS INTERSECTION STATION IS THE STACK OF THE STATE PRISON.  THE
 NB1838'STACK IS LOCATED NEAR THE S WALL OF THE PRISON AND WITHIN THE AREA
 NB1838'ENCLOSED BY THE PRISON WALLS.  THE STACK IS OF RED BRICK AND
 NB1838'ABOUT 175 FEET HIGH.
 NB1838
 NB1838                          STATION RECOVERY (1990)
 NB1838
 NB1838'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1837 ***********************************************************************
 NB1837  DESIGNATION -  AUBURN WMBO RADIO MAST
 NB1837  PID         -  NB1837
 NB1837  STATE/COUNTY-  NY/CAYUGA
 NB1837  USGS QUAD   -  AUBURN (1978)
 NB1837
 NB1837                         *CURRENT SURVEY CONTROL
 NB1837  ___________________________________________________________________
 NB1837* NAD 83(1996)-  42 57 05.04761(N)    076 35 08.16504(W)     ADJUSTED  
 NB1837* NAVD 88     -                                                        
 NB1837  ___________________________________________________________________
 NB1837  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 NB1837  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NB1837
 NB1837  HORZ ORDER  -  THIRD
 NB1837
 NB1837.The horizontal coordinates were established by classical geodetic methods
 NB1837.and adjusted by the National Geodetic Survey in January 1999..
 NB1837
 NB1837
 NB1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1837
 NB1837.The geoid height was determined by GEOID03.
 NB1837
 NB1837;                    North         East     Units Scale Factor Converg.
 NB1837;SPC NY C     -   327,771.520   249,814.926   MT  0.99993750   -0 00 05.6
 NB1837;SPC NY C     - 1,075,363.73    819,601.14   sFT  0.99993750   -0 00 05.6
 NB1837;UTM  18      - 4,756,637.740   370,657.226   MT  0.99980581   -1 04 50.0
 NB1837
 NB1837                          SUPERSEDED SURVEY CONTROL
 NB1837
 NB1837  NAD 83(1986)-  42 57 05.05406(N)    076 35 08.16227(W) AD(       ) 4
 NB1837  NAD 27      -  42 57 04.81600(N)    076 35 09.37300(W) AD(       ) 3
 NB1837
 NB1837.Superseded values are not recommended for survey control.
 NB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1837.See file dsdata.txt to determine how the superseded data were derived.
 NB1837
 NB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7065756638(NAD 83)
 NB1837
 NB1837  HISTORY     - Date     Condition        Report By
 NB1837  HISTORY     - 1942     MONUMENTED       CGS
 NB1837  HISTORY     - 1990     GOOD             USPSQD
 NB1837
 NB1837                          STATION DESCRIPTION
 NB1837
 NB1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1837'THIS INTERSECTION STATION IS THE MAST OF RADIO STATION WMBO
 NB1837'LOCATED AT THE INTERSECTION OF N DIVISION AND YORK STREETS IN THE
 NB1837'CITY OF AUBURN.  THE TOWER IS ABOUT 200 FEET HIGH AND HAS THREE
 NB1837'SETS OF RED LIGHTS AT ABOUT 40-FOOT INTERVALS.  THE TOP LIGHT
 NB1837'WAS THE POINT OBSERVED UPON.
 NB1837
 NB1837                          STATION RECOVERY (1990)
 NB1837
 NB1837'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1537 ***********************************************************************
 OD1537  DESIGNATION -  AUD
 OD1537  PID         -  OD1537
 OD1537  STATE/COUNTY-  NY/SARATOGA
 OD1537  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1537
 OD1537                         *CURRENT SURVEY CONTROL
 OD1537  ___________________________________________________________________
 OD1537* NAD 83(1996)-  43 04 04.94489(N)    073 44 12.35186(W)     ADJUSTED  
 OD1537* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 OD1537  ___________________________________________________________________
 OD1537  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OD1537  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 OD1537
 OD1537  HORZ ORDER  -  SECOND
 OD1537
 OD1537.The horizontal coordinates were established by classical geodetic methods
 OD1537.and adjusted by the National Geodetic Survey in January 1999..
 OD1537
 OD1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1537
 OD1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1537
 OD1537.The geoid height was determined by GEOID03.
 OD1537
 OD1537;                    North         East     Units Scale Factor Converg.
 OD1537;SPC NY E     -   470,512.736   212,160.165   MT  0.99994752   +0 31 16.3
 OD1537;SPC NY E     - 1,543,673.87    696,062.14   sFT  0.99994752   +0 31 16.3
 OD1537;UTM  18      - 4,769,144.902   602,851.143   MT  0.99973013   +0 51 45.7
 OD1537
 OD1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1537!SPC NY E     -   0.99999418  x   0.99994752  =   0.99994170
 OD1537!UTM  18      -   0.99999418  x   0.99973013  =   0.99972431
 OD1537
 OD1537|---------------------------------------------------------------------|
 OD1537| PID    Reference Object                     Distance      Geod. Az  |
 OD1537|                                                           dddmmss.s |
 OD1537| OD1535 AUD A SACGS 1973                     14.482 METERS 07740     |
 OD1537| DA2932 AUD 2                                              0971657.7 |
 OD1537| DA2931 AUD 1                                              2862202.9 |
 OD1537|---------------------------------------------------------------------|
 OD1537
 OD1537                          SUPERSEDED SURVEY CONTROL
 OD1537
 OD1537  NAD 83(1996)-  43 04 04.94746(N)    073 44 12.35275(W) AD(       ) 2
 OD1537  NAD 83(1996)-  43 04 04.94752(N)    073 44 12.35286(W) AD(       ) 2
 OD1537  NAD 83(1992)-  43 04 04.94832(N)    073 44 12.35266(W) AD(       ) 2
 OD1537  NAD 83(1992)-  43 04 04.94837(N)    073 44 12.35277(W) AD(       ) 2
 OD1537  NAD 83(1986)-  43 04 04.94924(N)    073 44 12.35209(W) AD(       ) 2
 OD1537  NAD 27      -  43 04 04.68118(N)    073 44 13.92285(W) AD(       ) 2
 OD1537  NGVD 29 (07/19/86)   68.0    (m)          223.     (f) VERT ANG       
 OD1537
 OD1537.Superseded values are not recommended for survey control.
 OD1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1537.See file dsdata.txt to determine how the superseded data were derived.
 OD1537
 OD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0285169145(NAD 83)
 OD1537_MARKER: DD = SURVEY DISK
 OD1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1537
 OD1537  HISTORY     - Date     Condition        Report By
 OD1537  HISTORY     - 1973     MONUMENTED       NY-091
 OD1537  HISTORY     - 20010706 MARK NOT FOUND   USPSQD
 OD1537  HISTORY     - 20020710 MARK NOT FOUND   USPSQD
 OD1537  HISTORY     - 20030812 MARK NOT FOUND   USPSQD
 OD1537  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 OD1537  HISTORY     - 20050813 POOR             USPSQD
 OD1537
 OD1537                          STATION DESCRIPTION
 OD1537
 OD1537'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1537'THE STATION IS ABOUT 3.0 MILES SOUTHEAST OF SARATOGA SPRINGS,
 OD1537'7.5 MILES NORTHEAST OF BALLSTON SPA AND 8.5 MILES WESTERLY OF
 OD1537'SCHUYLERVILLE, IN THE CITY OF SARATOGA SPRINGS.
 OD1537'
 OD1537'TO REACH THE STATION FROM EXIT 14 OF INTERSTATE HIGHWAY 87
 OD1537'(ADIRONDACK NORTHWAY) AT STATE HIGHWAY 9P, GO SOUTHEAST ON
 OD1537'STATE HIGHWAY 9P FOR 0.75 MILE TO STATION ON LEFT AT NORTHEAST
 OD1537'CORNER OF THE T-ROAD INTERSECTION OF GILBERT ROAD ON THE LEFT.
 OD1537'
 OD1537'TO REACH AZIMUTH MARK, AUD-1 (SACGS), FROM THE STATION, GO
 OD1537'NORTHWEST ON STATE HIGHWAY 9P FOR 1.25 MILES TO MARK ON LEFT.
 OD1537'
 OD1537'TO REACH AZIMUTH MARK, AUD-2 (SACGS), FROM THE STATION, GO
 OD1537'SOUTHEAST ON STATE HIGHWAY 9P FOR 112 FEET TO T-ROAD INTERSECTION
 OD1537'OF COUNTY HIGHWAY 65 (MEADOW BROOK ROAD) ON LEFT.  TURN LEFT AND
 OD1537'GO SOUTHEAST ON MEADOW BROOK ROAD FOR 0.60 MILE TO MARK ON RIGHT.
 OD1537'
 OD1537'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1537'SURVEY STAMPED AUD.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1537'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 OD1537'GROUND.  IT IS LOCATED 46.8 FEET EAST OF THE CENTERLINE OF
 OD1537'GILBERT ROAD, 36.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OD1537'9P, 84.3 FEET WEST OF POWER POLE NM 73, AND 72.3 FEET SOUTHWEST
 OD1537'OF A 24-INCH MAPLE TREE, BOTH ON THE NORTH SIDE OF STATE
 OD1537'HIGHWAY 9P.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1537'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1537'
 OD1537'AZIMUTH MARK, AUD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1537'COUNTY GEODETIC SURVEY STAMPED AUD-1.  IT IS SET IN THE TOP OF
 OD1537'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1537'THE GROUND.  IT IS LOCATED 23.3 FEET NORTH OF THE CENTERLINE OF
 OD1537'THE EASTBOUND LANE OF STATE HIGHWAY 9P, 46.1 FEET NORTH OF
 OD1537'POWER POLE NM 39 ON THE SOUTH SIDE OF STATE HIGHWAY 9P,
 OD1537'12.6 FEET EAST OF A CATCH BASIN IN THE CENTER MALL OF STATE
 OD1537'HIGHWAY 9P, 17.7 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND
 OD1537'LANE OF STATE HIGHWAY 9P, AND 70.0 FEET SOUTH OF A 20-INCH
 OD1537'OAK TREE ON THE NORTH SIDE OF STATE HIGHWAY 9P.
 OD1537'
 OD1537'AZIMUTH MARK, AUD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1537'COUNTY GEODETIC SURVEY STAMPED AUD-2.  IT IS SET IN THE TOP OF
 OD1537'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1537'ABOVE THE GROUND.  IT IS LOCATED 42.4 FEET WEST OF THE RANGE
 OD1537'LINE OFF THE EASTERLY SIDE OF A FRAME DWELLING, 19.8 FEET WEST
 OD1537'OF THE RANGE LINE OFF THE WESTERLY SIDE OF A RED BRICK DWELLING,
 OD1537'BOTH ON THE SOUTH SIDE OF MEADOW BROOK ROAD, 28.5 FEET SOUTH OF
 OD1537'THE CENTERLINE OF MEADOW BROOK ROAD AND 4.1 FEET NORTHEAST OF
 OD1537'POWER POLE NM 16 ON THE SOUTH SIDE OF MEADOW BROOK ROAD.
 OD1537'
 OD1537'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 OD1537
 OD1537                          STATION RECOVERY (2001)
 OD1537
 OD1537'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1537'MARK NOT FOUND.
 OD1537
 OD1537                          STATION RECOVERY (2002)
 OD1537
 OD1537'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1537'MARK NOT FOUND.
 OD1537
 OD1537                          STATION RECOVERY (2003)
 OD1537
 OD1537'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1537'MARK NOT FOUND.
 OD1537
 OD1537                          STATION RECOVERY (2004)
 OD1537
 OD1537'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1537'MARK NOT FOUND.
 OD1537
 OD1537                          STATION RECOVERY (2005)
 OD1537
 OD1537'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1537'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2225 ***********************************************************************
 NA2225  DESIGNATION -  AUGUSTA
 NA2225  PID         -  NA2225
 NA2225  STATE/COUNTY-  NY/ONEIDA
 NA2225  USGS QUAD   -  MUNNSVILLE (1943)
 NA2225
 NA2225                         *CURRENT SURVEY CONTROL
 NA2225  ___________________________________________________________________
 NA2225* NAD 83(1996)-  42 57 02.18964(N)    075 32 12.71376(W)     ADJUSTED  
 NA2225* NAVD 88     -       592.9    (meters)    1945.     (feet)  VERTCON   
 NA2225  ___________________________________________________________________
 NA2225  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 NA2225  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 NA2225
 NA2225  HORZ ORDER  -  FIRST
 NA2225
 NA2225.The horizontal coordinates were established by classical geodetic methods
 NA2225.and adjusted by the National Geodetic Survey in January 1999..
 NA2225
 NA2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2225
 NA2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2225
 NA2225.The geoid height was determined by GEOID03.
 NA2225
 NA2225;                    North         East     Units Scale Factor Converg.
 NA2225;SPC NY C     -   328,214.708   335,393.373   MT  1.00002718   +0 42 47.1
 NA2225;SPC NY C     - 1,076,817.75  1,100,369.76   sFT  1.00002718   +0 42 47.1
 NA2225;UTM  18      - 4,755,469.751   456,205.943   MT  0.99962359   -0 21 56.9
 NA2225
 NA2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2225!SPC NY C     -   0.99991208  x   1.00002718  =   0.99993926
 NA2225!UTM  18      -   0.99991208  x   0.99962359  =   0.99953571
 NA2225
 NA2225:                Primary Azimuth Mark                     Grid Az
 NA2225:SPC NY C     -  VERNON CENTER PRESB CH SPIRE             013 34 19.5
 NA2225:UTM  18      -  VERNON CENTER PRESB CH SPIRE             014 39 03.5
 NA2225
 NA2225|---------------------------------------------------------------------|
 NA2225| PID    Reference Object                     Distance      Geod. Az  |
 NA2225|                                                           dddmmss.s |
 NA2225| OE1947 VERNON CENTER PRESB CH SPIRE        APPROX.11.7 KM 0141706.6 |
 NA2225| CZ7426 AUGUSTA AZ MK                                      2042852.2 |
 NA2225| NA2226 MORRISVILLE                         APPROX. 8.7 KM 2341432.7 |
 NA2225| CZ7427 AUGUSTA RM 1                         37.950 METERS 25121     |
 NA2225| CZ7428 AUGUSTA RM 2                         47.491 METERS 30426     |
 NA2225|---------------------------------------------------------------------|
 NA2225
 NA2225                          SUPERSEDED SURVEY CONTROL
 NA2225
 NA2225  NAD 83(1986)-  42 57 02.19424(N)    075 32 12.71257(W) AD(       ) 1
 NA2225  NAD 27      -  42 57 01.94700(N)    075 32 14.06900(W) AD(       ) 1
 NA2225  NGVD 29 (07/19/86)  593.0    (m)         1946.     (f) VERT ANG       
 NA2225
 NA2225.Superseded values are not recommended for survey control.
 NA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2225.See file dsdata.txt to determine how the superseded data were derived.
 NA2225
 NA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN5620655470(NAD 83)
 NA2225_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2225
 NA2225  HISTORY     - Date     Condition        Report By
 NA2225  HISTORY     - 1942     MONUMENTED       CGS
 NA2225  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2225  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2225
 NA2225                          STATION DESCRIPTION
 NA2225
 NA2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2225'STATION IS LOCATED ABOUT 3 MILES N AND 1 MILE E OF THE VILLAGE OF
 NA2225'SOLSVILLE, ON THE S END OF A HIGH BARE RIDGE, ON LAND OWNED BY
 NA2225'GEORGE S. PALMER.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 NA2225'GROUND, 4 FEET W OF A STANDARD REFERENCE POST 127.5 FEET E OF
 NA2225'A N-AND-S FENCE, AND STAMPED AUGUSTA 1942.
 NA2225'
 NA2225'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NA2225'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2225'
 NA2225'REFERENCE MARK NO.1 IS 124.51 FEET (SLOPE DISTANCE) WSW OF
 NA2225'THE STATION, 3 FEET E OF A N-AND-S FENCE.  THE MARK IS STAMPED
 NA2225'AUGUSTA NO.1 1942.
 NA2225'
 NA2225'REFERENCE MARK NO.2 IS 155.81 FEET (SLOPE DISTANCE) NW OF
 NA2225'STATION, 1.5 FEET E OF N-AND-S FENCE.  THE MARK IS STAMPED
 NA2225'AUGUSTA NO.2 1942.
 NA2225'
 NA2225'AZIMUTH MARK IS ABOUT 0.8 MILE SW OF STATION, 19.8 FEET E OF
 NA2225'A DIRT ROAD, 100.0 FEET N OF AN E-AND-W FENCE, 1.0 FOOT NW OF A
 NA2225'STANDARD REFERENCE POST.  THE MARK IS STAMPED AUGUSTA 1942.
 NA2225'
 NA2225'TO REACH STATION FROM THE POST OFFICE IN SOLSVILLE, GO
 NA2225'NORTHWESTERLY 0.5 MILE TO A T-ROAD INTERSECTION, TURN LEFT AND GO
 NA2225'W 0.1 MILE TO A Y-ROAD, TAKE RIGHT FORK AND FOLLOW HARD SURFACE
 NA2225'ROAD 0.55 MILE TO A T-ROAD, TURN RIGHT ON GRAVEL T-ROAD 0.3 MILE
 NA2225'TO A T-ROAD LEFT AT A WHITE HOUSE ON THE RIGHT, TURN LEFT AND GO
 NA2225'2.15 MILES TO AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD,
 NA2225'CONTINUE 0.2 MILE TO T-ROAD INTERSECTION, TURN RIGHT 0.3 MILE TO
 NA2225'MR. PALMERS HOUSE ON LEFT, TURN LEFT BETWEEN BARN AND HOUSE
 NA2225'THROUGH A WIRE GATE ON THE N SIDE OF THE BARN AND
 NA2225'FOLLOW LANE NORTHERLY TO THE END OF THE LANE 0.2 MILE, TURN
 NA2225'RIGHT ACROSS PASTURE 0.2 MILE TO THE HIGHEST POINT AND
 NA2225'STATION ON THE S SIDE OF BARE RIDGE.
 NA2225'
 NA2225'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NA2225
 NA2225                          STATION RECOVERY (1942)
 NA2225
 NA2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NA2225'STATION WAS RECOVERED AS DESCRIBED BY K.B. JEFFERS IN
 NA2225'1942.  DESCRIPTION WAS FOUND TO BE CORRECT AND ADEQUATE.
 NA2225'
 NA2225'A 77-FOOT TOWER AT MORRISVILLE IS VISIBLE FROM THE GROUND.
 NA2225'
 NA2225'A 77-FOOT TOWER AT FENNER 2 IS VISIBLE FROM THE GROUND.
 NA2225'
 NA2225'A 64-FOOT TOWER AT PROSPECT N.Y.S.S. 117 1879 IS VISIBLE FROM
 NA2225'THE GROUND.
 NA2225
 NA2225                          STATION RECOVERY (1975)
 NA2225
 NA2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2225'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2225'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED TO BE
 NA2225'DESTROYED.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 NA2225'CHECKED.  VIEW FROM STATION IS OPEN FROM NORTHEAST CLOCKWISE
 NA2225'AROUND TO SOUTH.  REMAINING AREAS ARE BLOCKED BY TIMBER.
 NA2225'
 NA2225'STATION IS LOCATED ON PROSPECT HILL, ON AN OPEN MOUNT.  STATION
 NA2225'MARK IS A STANDARD DISK STAMPED AUGUSTA 1942, SET IN A CONCRETE
 NA2225'MONUMENT 12 INCHES BELOW GROUND.  IT IS 128 FEET EAST OF A FENCE
 NA2225'LINE AND TREE ROW OF 6-INCH PINES, 64 FEET SOUTHEAST OF A 4-INCH
 NA2225'TWIN PINE, AND 9 FEET NORTH OF A METAL WITNESS POST.
 NA2225'
 NA2225'RM NO.1 IS A STANDARD DISK STAMPED--AUGUSTA NO 1 1942, SET IN THE
 NA2225'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NA2225'GROUND.  IT IS 4 FEET EAST OF THE FENCE LINE, 125 FEET SOUTH OF
 NA2225'RM 2 AND IN THE EDGE OF THE PINE ROW.
 NA2225'
 NA2225'RM NO.2 IS A STANDARD DISK STAMPED AUGUSTA NO 2 1942, SET IN THE
 NA2225'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NA2225'GROUND.  IT IS 1 FOOT EAST OF THE FENCE LINE, 125 FEET NORTH OF
 NA2225'RM 1, AND 20 FEET NORTH OF THE LAST PINE IN THE ROW.
 NA2225'
 NA2225'TO REACH STATION FROM THE T-INTERSECTION AT NORTH END OF THE
 NA2225'BRIDGE OVER ORISKANY CREEK IN SOLSVILLE, GO WEST 0.15 MILE.  TAKE
 NA2225'RIGHT FORK AND GO WEST 0.55 MILE TO T-ROAD RIGHT.  TURN RIGHT AND
 NA2225'GO NORTH 0.3 MILE TO T-ROAD LEFT.  TURN LEFT AND GO NORTHERLY FOR
 NA2225'2.35 MILES TO A T-JUNCTION.  TURN RIGHT AND GO EAST 0.3 MILE TO
 NA2225'MR. HEARDS HOUSE ON LEFT (FORMERLY MR. PALMERS).  CONTINUE
 NA2225'NORTHEAST ON ROAD FOR 0.1 MILE TO OPEN FIELD ON LEFT.  FROM
 NA2225'HERE WALK NORTHWEST ABOUT 1/4-MILE TO STATION ON SUMMIT OF
 NA2225'HILL.
 NA2225'
 NA2225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2225'3 MILES NNW OF SOLSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1847 ***********************************************************************
 PH1847  DESIGNATION -  AULT PT IBC
 PH1847  PID         -  PH1847
 PH1847  STATE/COUNTY-  NY/ST LAWRENCE
 PH1847  USGS QUAD   -  LOUISVILLE (1964)
 PH1847
 PH1847                         *CURRENT SURVEY CONTROL
 PH1847  ___________________________________________________________________
 PH1847* NAD 83(1996)-  44 56 48.92393(N)    075 02 41.07376(W)     ADJUSTED  
 PH1847* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH1847  ___________________________________________________________________
 PH1847  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 PH1847  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 PH1847
 PH1847  HORZ ORDER  -  THIRD
 PH1847
 PH1847.The horizontal coordinates were established by classical geodetic methods
 PH1847.and adjusted by the National Geodetic Survey in January 1999..
 PH1847
 PH1847.The orthometric height was scaled from a topographic map.
 PH1847
 PH1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1847
 PH1847.The geoid height was determined by GEOID03.
 PH1847
 PH1847;                    North         East     Units Scale Factor Converg.
 PH1847;SPC NY E     -   679,120.690   107,013.422   MT  0.99992271   -0 23 05.4
 PH1847;SPC NY E     - 2,228,081.80    351,093.20   sFT  0.99992271   -0 23 05.4
 PH1847;UTM  18      - 4,977,055.254   496,470.336   MT  0.99960015   -0 01 53.8
 PH1847
 PH1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1847!SPC NY E     -   0.99999424  x   0.99992271  =   0.99991695
 PH1847!UTM  18      -   0.99999424  x   0.99960015  =   0.99959440
 PH1847
 PH1847|---------------------------------------------------------------------|
 PH1847| PID    Reference Object                     Distance      Geod. Az  |
 PH1847|                                                           dddmmss.s |
 PH1847| PH1846 REF MON 25 58 IBC                    11.008 METERS 14738     |
 PH1847| PH1851 WELLS USLS                          APPROX. 0.8 KM 2650145.8 |
 PH1847|---------------------------------------------------------------------|
 PH1847
 PH1847                          SUPERSEDED SURVEY CONTROL
 PH1847
 PH1847  NAD 83(1986)-  44 56 48.92871(N)    075 02 41.07425(W) AD(       ) 3
 PH1847  NAD 27      -  44 56 48.76200(N)    075 02 42.37300(W) AD(       ) 3
 PH1847
 PH1847.Superseded values are not recommended for survey control.
 PH1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1847.See file dsdata.txt to determine how the superseded data were derived.
 PH1847
 PH1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9647077055(NAD 83)
 PH1847_MARKER: DD = SURVEY DISK
 PH1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1847+STABILITY: SURFACE MOTION
 PH1847
 PH1847  HISTORY     - Date     Condition        Report By
 PH1847  HISTORY     - 1958     MONUMENTED       IBC
 PH1847  HISTORY     - 1963     SEE DESCRIPTION  IBC
 PH1847  HISTORY     - 1978     GOOD             IBC
 PH1847
 PH1847                          STATION DESCRIPTION
 PH1847
 PH1847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 PH1847'ON AULT ISLAND, SOUTH OF A ROW OF COTTAGES ON THE EASTERN BRANCH OF
 PH1847'THE ACCESS ROAD FROM HIGHWAY NO 2, ABOUT 0.3 MILES FROM THE POINT
 PH1847'WHERE THE ROAD DIVIDES.  THE STATION IS NEAR THE EASTERN BOUNDARY OF
 PH1847'THE PROPERTY OWNED BY J W BREDIN, ABOUT MIDWAY BETWEEN THE COTTAGE
 PH1847'AND THE WATERS EDGE.  A LARGE 4 - FOOT ELM TREE BEARS 174 DEGREES
 PH1847'MAGNETIC, DISTANT 66 FEET, A 20 - INCH MAPLE BEARS 260 DEGREES
 PH1847'MAGNETIC, DISTANT 110 FEET, AN 18 - INCH MAPLE BEARS 306 DEGREES
 PH1847'MAGNETIC, DISTANT 133 FEET AND A 24 - INCH MAPLE BEARS 349 DEGREES
 PH1847'MAGNETIC, DISTANT 109 FEET.  REFERENCE MONUMENT 25 - 58 LIES
 PH1847'S 32 DEG 22 MIN E, DISTANT 36.12 FEET.
 PH1847'
 PH1847'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1847'BRONZE - DISK STATION MARK SET FLUSH WITH THE SURFACE IN THE TOP OF
 PH1847'A CYLINDER OF CONCRETE 6 INCHES IN DIAMETER.  THE SUBSURFACE MARK
 PH1847'CONSISTS OF A SCREW SET IN A 6 - INCH CYLINDER OF CONCRETE TWO FEET
 PH1847'BELOW THE SURFACE OF THE GROUND.
 PH1847
 PH1847                          STATION RECOVERY (1963)
 PH1847
 PH1847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1847'STATION RECOVERED AND NEW SURFACE MARK ADDED.
 PH1847
 PH1847                          STATION RECOVERY (1978)
 PH1847
 PH1847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (JFR)
 PH1847'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2142 ***********************************************************************
 KU2142  DESIGNATION -  AUNT PHEBE ROCK LT
 KU2142  PID         -  KU2142
 KU2142  STATE/COUNTY-  NY/WESTCHESTER
 KU2142  USGS QUAD   -  MOUNT VERNON (1979)
 KU2142
 KU2142                         *CURRENT SURVEY CONTROL
 KU2142  ___________________________________________________________________
 KU2142* NAD 83(1996)-  40 53 08.06096(N)    073 46 30.51524(W)     ADJUSTED  
 KU2142* NAVD 88     -                                                        
 KU2142  ___________________________________________________________________
 KU2142  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KU2142  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU2142
 KU2142  HORZ ORDER  -  THIRD
 KU2142
 KU2142.The horizontal coordinates were established by classical geodetic methods
 KU2142.and adjusted by the National Geodetic Survey in January 1999..
 KU2142
 KU2142
 KU2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2142
 KU2142.The geoid height was determined by GEOID03.
 KU2142
 KU2142;                    North         East     Units Scale Factor Converg.
 KU2142;SPC NY E     -   228,094.265   211,085.445   MT  0.99994591   +0 28 28.1
 KU2142;SPC NY E     -   748,339.27    692,536.16   sFT  0.99994591   +0 28 28.1
 KU2142;SPC NY L     -    79,856.430   318,950.942   MT  0.99999509   +0 08 49.5
 KU2142;SPC NY L     -   261,995.64  1,046,424.88   sFT  0.99999509   +0 08 49.5
 KU2142;UTM  18      - 4,526,776.679   603,191.428   MT  0.99973106   +0 48 06.5
 KU2142
 KU2142                          SUPERSEDED SURVEY CONTROL
 KU2142
 KU2142  NAD 83(1996)-  40 53 08.06231(N)    073 46 30.51562(W) AD(       ) 4
 KU2142  NAD 83(1992)-  40 53 08.06154(N)    073 46 30.51676(W) AD(       ) 4
 KU2142  NAD 83(1986)-  40 53 08.05851(N)    073 46 30.50161(W) AD(       ) 4
 KU2142
 KU2142.Superseded values are not recommended for survey control.
 KU2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2142.See file dsdata.txt to determine how the superseded data were derived.
 KU2142
 KU2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0319126777(NAD 83)
 KU2142_MARKER: 14 = NAVIGATION LIGHT
 KU2142
 KU2142  HISTORY     - Date     Condition        Report By
 KU2142  HISTORY     - 1986     FIRST OBSERVED   NOS
 KU2142
 KU2142                          STATION DESCRIPTION
 KU2142
 KU2142'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2142'THE STATION IS LOCATED IN THE NORTHWEST AREA OF LONG ISLAND SOUND.
 KU2142'
 KU2142'THE STATION CAN ONLY BE REACHED BY BOAT.  THERE ARE SEVERAL YACHT
 KU2142'CLUBS CLOSE TO THE AREA.  THE STATION IS LISTED AS NUMBER 24610 IN
 KU2142'THE 1986 COAST GUARD LIGHT LIST.
 KU2142'
 KU2142'THE STATION INTERSECTED WAS THE CENTER OF THE GREEN LIGHT ATOP THE
 KU2142'SKELETAL TOWER.
 KU2142'
 KU2142'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1103 ***********************************************************************
 NC1103  DESIGNATION -  AUR AUR 1
 NC1103  PID         -  NC1103
 NC1103  STATE/COUNTY-  NY/ERIE
 NC1103  USGS QUAD   -  EAST AURORA (1965)
 NC1103
 NC1103                         *CURRENT SURVEY CONTROL
 NC1103  ___________________________________________________________________
 NC1103* NAD 83(1996)-  42 46 12.04054(N)    078 35 31.44078(W)     ADJUSTED  
 NC1103* NAVD 88     -       298.     (meters)     978.     (feet)  VERTCON   
 NC1103  ___________________________________________________________________
 NC1103  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 NC1103  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NC1103
 NC1103  HORZ ORDER  -  SECOND
 NC1103
 NC1103.The horizontal coordinates were established by classical geodetic methods
 NC1103.and adjusted by the National Geodetic Survey in January 1999..
 NC1103
 NC1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1103
 NC1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1103
 NC1103.The geoid height was determined by GEOID03.
 NC1103
 NC1103;                    North         East     Units Scale Factor Converg.
 NC1103;SPC NY W     -   307,622.100   349,285.252   MT  0.99993751   -0 00 21.4
 NC1103;SPC NY W     - 1,009,256.84  1,145,946.70   sFT  0.99993751   -0 00 21.4
 NC1103;UTM  17      - 4,738,087.365   697,001.696   MT  1.00007749   +1 38 08.3
 NC1103
 NC1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1103!SPC NY W     -   0.99995870  x   0.99993751  =   0.99989621
 NC1103!UTM  17      -   0.99995870  x   1.00007749  =   1.00003618
 NC1103
 NC1103:                Primary Azimuth Mark                     Grid Az
 NC1103:SPC NY W     -  AUR AUR 1 AZ MK A                        186 29 09.8
 NC1103:UTM  17      -  AUR AUR 1 AZ MK A                        184 50 40.1
 NC1103
 NC1103|---------------------------------------------------------------------|
 NC1103| PID    Reference Object                     Distance      Geod. Az  |
 NC1103|                                                           dddmmss.s |
 NC1103| CZ9697 AUR AUR 1 AZ MK A                                  1862848.4 |
 NC1103| NC1137 ELMA TOWN TANK                      APPROX. 4.7 KM 2893612.5 |
 NC1103|---------------------------------------------------------------------|
 NC1103
 NC1103                          SUPERSEDED SURVEY CONTROL
 NC1103
 NC1103  NAD 83(1986)-  42 46 12.04690(N)    078 35 31.43744(W) AD(       ) 2
 NC1103  NAD 27      -  42 46 11.83140(N)    078 35 32.34826(W) AD(       ) 2
 NC1103  NGVD 29 (07/19/86)  298.     (m)          978.     (f) VERT ANG       
 NC1103
 NC1103.Superseded values are not recommended for survey control.
 NC1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1103.See file dsdata.txt to determine how the superseded data were derived.
 NC1103
 NC1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9700238087(NAD 83)
 NC1103_MARKER: DD = SURVEY DISK
 NC1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1103
 NC1103  HISTORY     - Date     Condition        Report By
 NC1103  HISTORY     - 1973     MONUMENTED       NY-029
 NC1103
 NC1103                          STATION DESCRIPTION
 NC1103
 NC1103'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1103'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 1.0 MILE EAST OF
 NC1103'THE VILLAGE OF EAST AURORA.  IT IS ALSO 3.2 MILES DUE WEST OF
 NC1103'THE COMMUNITY OF WALES CENTER.  IT IS ALSO 2.5 MILES SOUTHWEST OF
 NC1103'THE COMMUNITY OF PORTERVILLE.
 NC1103'
 NC1103'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 16 AND U.S.
 NC1103'HWY ROUTE 20A (ALSO STATE HWY ROUTE 78), WHICH IS LOCATED IN
 NC1103'THE VILLAGE OF EAST AURORA, GO EAST ON U.S. HWY ROUTE 20 A FOR
 NC1103'0.8 MILES TO THE JUNCTION OF ROUTE 400.  TURN LEFT ENTERING NORTH
 NC1103'BOUND ROUTE 400 RAMP AND FOLLOW FOR 1.5 MILES AND THE STATION
 NC1103'MARK ON THE RIGHT JUST BEFORE ENTERING MAIN ROUTE 400 NORTH BOUND
 NC1103'TRAFFIC LANE.
 NC1103'
 NC1103'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1103'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1103'STAMPED AUR-AUR-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1103'STAMPED THE SAME.
 NC1103'
 NC1103'AZIMUTH SIGHTED TO THE WEST WAS THE CENTERLINE OF THE VENT ATOP
 NC1103'LIGHT GREEN ELEVATED ELMA WATER TANK WHICH IS LOCATED AT SENECA
 NC1103'ST. AND BILLINGTON ROAD IN TOWN OF ELMA, NEW YORK.
 NC1103'
 NC1103'DISTANCE AND DIRECTION FROM STATION
 NC1103'
 NC1103'RP-1 NORTHEAST EDGE OF BLACKTOP WHERE CONCRETE PAVEMENT
 NC1103'STARTS 100.3 FEET NW
 NC1103'
 NC1103'RP-2 PK NAIL IN EXPANSION JOINT AT EAST EDGE OF RAMP
 NC1103'WAY 38.5 FEET W
 NC1103'
 NC1103'RP-3 EDGE OF RAMP WAY (EAST SIDE) 34.5 FEET W
 NC1103'
 NC1103'RP-4 CENTERLINE OF RAMP 41.5 FEET W
 NC1103'
 NC1103'RP-5 PK NAIL IN EXPANSION JOINT AT EAST EDGE OF RAMP
 NC1103'WAY 55.4 FEET SW
 NC1103'
 NC1103'RP-6 CENTERLINE OF NORTH BOUND ROUTE 400 69.3 FEET W
 NC1103'
 NC1103'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 NC1103'A CONCRETE ISLAND.  THE DISK IS STAMPED AUR-AUR-1 AZ. A 1973.
 NC1103'
 NC1103'TO REACH FROM AUR-AUR-1, GO SOUTH ON THE ROUTE 400 NORTH BOUND
 NC1103'RAMP FOR 0.15 MILES TO THE JUNCTION OF U.S. HWY ROUTE 20A AND
 NC1103'THE STATION WHICH IS LOCATED IN THE CONCRETE ISLAND BETWEEN THE
 NC1103'EAST AND WEST BOUND LANES.
 NC1103'
 NC1103'DISTANCE AND DIRECTION FROM STATION
 NC1103'
 NC1103'RP-1 SOUTHWEST CORNER OF TRIANGULAR ISLAND 32.0 FEET N
 NC1103'
 NC1103'RP-2 CENTERLINE OF WEST BOUND LANES OF ROUTE 20A 16.1 FEET N
 NC1103'
 NC1103'RP-3 EDGE OF ROAD AT BOTTOM OF CURB (NORTH SIDE) 4.3 FEET N
 NC1103'
 NC1103'RP-4 EDGE OF ROAD AT BOTTOM OF CURB (SOUTH SIDE) 4.4 FEET S
 NC1103'
 NC1103'RP-5 CENTERLINE OF EAST BOUND LANES OF ROUTE 20A 23.4 FEET S
 NC1103'
 NC1103'RP-6 EXTREME WEST EDGE OF ISLAND 12.8 FEET W
 NC1103'
 NC1103'RP-7 EAST EDGE OF ISLAND GOING UNDER BRIDGE 85.8 FEET W
 NC1103'
 NC1103'RP-8 CORNER OF BRIDGE 182.7 FEET SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1107 ***********************************************************************
 NC1107  DESIGNATION -  AUR AUR 2
 NC1107  PID         -  NC1107
 NC1107  STATE/COUNTY-  NY/ERIE
 NC1107  USGS QUAD   -  EAST AURORA (1965)
 NC1107
 NC1107                         *CURRENT SURVEY CONTROL
 NC1107  ___________________________________________________________________
 NC1107* NAD 83(1996)-  42 45 03.64645(N)    078 37 21.92344(W)     ADJUSTED  
 NC1107* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 NC1107  ___________________________________________________________________
 NC1107  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 NC1107  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 NC1107
 NC1107  HORZ ORDER  -  SECOND
 NC1107
 NC1107.The horizontal coordinates were established by classical geodetic methods
 NC1107.and adjusted by the National Geodetic Survey in January 1999..
 NC1107
 NC1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1107
 NC1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1107
 NC1107.The geoid height was determined by GEOID03.
 NC1107
 NC1107;                    North         East     Units Scale Factor Converg.
 NC1107;SPC NY W     -   305,512.458   346,772.648   MT  0.99993763   -0 01 36.3
 NC1107;SPC NY W     - 1,002,335.46  1,137,703.26   sFT  0.99993763   -0 01 36.3
 NC1107;UTM  17      - 4,735,906.331   694,550.218   MT  1.00006568   +1 36 51.2
 NC1107
 NC1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1107!SPC NY W     -   0.99995838  x   0.99993763  =   0.99989601
 NC1107!UTM  17      -   0.99995838  x   1.00006568  =   1.00002406
 NC1107
 NC1107:                Primary Azimuth Mark                     Grid Az
 NC1107:SPC NY W     -  AUR AUR 2 AZ MK A                        002 03 40.1
 NC1107:UTM  17      -  AUR AUR 2 AZ MK A                        000 25 12.6
 NC1107
 NC1107|---------------------------------------------------------------------|
 NC1107| PID    Reference Object                     Distance      Geod. Az  |
 NC1107|                                                           dddmmss.s |
 NC1107| CZ9698 AUR AUR 2 AZ MK A                                  0020203.8 |
 NC1107| CZ9699 AUR AUR 2 AZ MK B                                  1790602.6 |
 NC1107|---------------------------------------------------------------------|
 NC1107
 NC1107                          SUPERSEDED SURVEY CONTROL
 NC1107
 NC1107  NAD 83(1986)-  42 45 03.65281(N)    078 37 21.92005(W) AD(       ) 2
 NC1107  NAD 27      -  42 45 03.43701(N)    078 37 22.82758(W) AD(       ) 2
 NC1107  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 NC1107
 NC1107.Superseded values are not recommended for survey control.
 NC1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1107.See file dsdata.txt to determine how the superseded data were derived.
 NC1107
 NC1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9455035906(NAD 83)
 NC1107_MARKER: DD = SURVEY DISK
 NC1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1107
 NC1107  HISTORY     - Date     Condition        Report By
 NC1107  HISTORY     - 1973     MONUMENTED       NY-029
 NC1107  HISTORY     - 19960629 MARK NOT FOUND   USPSQD
 NC1107
 NC1107                          STATION DESCRIPTION
 NC1107
 NC1107'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1107'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 1.2 MILES SOUTH
 NC1107'OF THE VILLAGE OF EAST AURORA.  IT IS ALSO 1.4 MILES EAST OF THE
 NC1107'JUNCTION EAST-WEST BRANCH OF THE CAZENOVIA CREEK.  IT IS ALSO 3.75
 NC1107'MILES NORTHWEST OF THE COMMUNITY OF SOUTH WALES.
 NC1107'
 NC1107'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 16 AND U.S.
 NC1107'HWY ROUTE 20A (ALSO STATE HWY ROUTE 78), WHICH IS LOCATED IN THE
 NC1107'VILLAGE OF EAST AURORA, GO WEST ON U.S. HWY ROUTE 20A FOR 0.75
 NC1107'MILES TO THE JUNCTION OF CENTER STREET.  TURN LEFT AND GO SOUTH
 NC1107'ON CENTER STREET FOR 1.2 MILES AND THE STATION MARK ON THE RIGHT.
 NC1107'
 NC1107'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1107'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1107'STAMPED AUR-AUR-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1107'STAMPED THE SAME.
 NC1107'
 NC1107'DISTANCE AND DIRECTION FROM STATION
 NC1107'
 NC1107'RP-1 NEAR EDGE OF POLE NO. NYSEG/51/NYT/56 54.6 FEET NE
 NC1107'
 NC1107'RP-2 NORTHWEST CORNER OF GARAGE PORTION OF HOUSE NO. 590 93.9
 NC1107'FEET E
 NC1107'
 NC1107'RP-3 SOUTHWEST CORNER OF HOUSE NO. 590 112.6 FEET SE
 NC1107'
 NC1107'RP-4 TOP OF CONCRETE CURB OVER CULVERT AT NORTH EDGE OF
 NC1107'DRIVE 103.9 FEET SE
 NC1107'
 NC1107'RP-5 EXTENDED CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE
 NC1107'NO. 590 11.7 FEET S
 NC1107'
 NC1107'RP-6 CENTERLINE OF CENTER ROAD 18.9 FEET E
 NC1107'
 NC1107'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1107'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1107'AUR-AUR-2 AZ. A 1973.
 NC1107'
 NC1107'TO REACH FROM AUR-AUR-2, GO NORTH ON CENTER STREET FOR 0.3 MILES
 NC1107'AND THE STATION ON THE RIGHT AT JUNCTION OF OLD CENTER ROAD WHICH
 NC1107'IS NOW A DEAD END.
 NC1107'
 NC1107'DISTANCE AND DIRECTION FROM STATION
 NC1107'
 NC1107'RP-1 CENTERLINE OF DRIVEWAY TO HOUSE NO. 470 38.4 FEET N
 NC1107'
 NC1107'RP-2 TOP CENTERLINE AT SOUTH END OF CULVERT PIPE 24.3 FEET N
 NC1107'
 NC1107'RP-3 NEAR EDGE OF 18 INCH TREE 39.6 FEET NE
 NC1107'
 NC1107'RP-4 NORTHWEST CORNER OF HOUSE NO. 470 AT FOUNDATION 92.7
 NC1107'FEET E
 NC1107'
 NC1107'RP-5 NEAR EDGE OF POLE NO. NYSEG/38/NYT/43 8.4 FEET SE
 NC1107'
 NC1107'RP-6 EXTENDED CENTERLINE OF DRIVEWAY GOING SOUTHWEST FROM
 NC1107'CENTER STREET 32.7 FEET S
 NC1107'
 NC1107'RP-7 CENTERLINE OF CENTER STREET 20.4 FEET W
 NC1107'
 NC1107'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1107'CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1107'AUR-AUR-2 AZ. B 1973.
 NC1107'
 NC1107'TO REACH FROM AUR-AUR-2, GO SOUTH ON CENTER STREET FOR 0.25 MILES
 NC1107'AND THE STATION ON THE LEFT AT THE CREST OF THE HILL.
 NC1107'
 NC1107'DISTANCE AND DIRECTION FROM STATION
 NC1107'
 NC1107'RP-1 SOUTHWEST CORNER OF HOUSE NO. 696 53.8 FEET NE
 NC1107'
 NC1107'RP-2 NEAR EDGE OF 2 INCH TWIN TRUNK TREE 43.3 FEET N
 NC1107'
 NC1107'RP-3 CENTERLINE OF BLACKTOP DRIVEWAY TO HOUSE NO. 690---21.6
 NC1107'FT N
 NC1107'
 NC1107'RP-4 NEAR EDGE OF EVERGREEN TREE 14.7 FEET NE
 NC1107'
 NC1107'RP-5 NEAR EDGE OF POLE NO. V/NYSE AND G/62/NYT/67 1.6 FEET E
 NC1107'
 NC1107'RP-6 CENTERLINE OF CENTER STREET 19.2 FEET W
 NC1107'
 NC1107'RP-7 CENTERLINE JUNCTION HUBBARD ROAD 0.05 MILES N
 NC1107
 NC1107                          STATION RECOVERY (1996)
 NC1107
 NC1107'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1145 ***********************************************************************
 NC1145  DESIGNATION -  AUR AUR 3
 NC1145  PID         -  NC1145
 NC1145  STATE/COUNTY-  NY/ERIE
 NC1145  USGS QUAD   -  ORCHARD PARK (1965)
 NC1145
 NC1145                         *CURRENT SURVEY CONTROL
 NC1145  ___________________________________________________________________
 NC1145* NAD 83(1996)-  42 45 15.17188(N)    078 37 46.77138(W)     ADJUSTED  
 NC1145* NAVD 88     -       295.     (meters)     968.     (feet)  VERTCON   
 NC1145  ___________________________________________________________________
 NC1145  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NC1145  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NC1145
 NC1145  HORZ ORDER  -  SECOND
 NC1145
 NC1145.The horizontal coordinates were established by classical geodetic methods
 NC1145.and adjusted by the National Geodetic Survey in January 1999..
 NC1145
 NC1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1145
 NC1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1145
 NC1145.The geoid height was determined by GEOID03.
 NC1145
 NC1145;                    North         East     Units Scale Factor Converg.
 NC1145;SPC NY W     -   305,868.371   346,207.799   MT  0.99993768   -0 01 53.2
 NC1145;SPC NY W     - 1,003,503.15  1,135,850.09   sFT  0.99993768   -0 01 53.2
 NC1145;UTM  17      - 4,736,245.966   693,975.335   MT  1.00006293   +1 36 34.6
 NC1145
 NC1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1145!SPC NY W     -   0.99995917  x   0.99993768  =   0.99989685
 NC1145!UTM  17      -   0.99995917  x   1.00006293  =   1.00002210
 NC1145
 NC1145:                Primary Azimuth Mark                     Grid Az
 NC1145:SPC NY W     -  AUR AUR 3 AZ MK A                        007 30 01.0
 NC1145:UTM  17      -  AUR AUR 3 AZ MK A                        005 51 33.2
 NC1145
 NC1145|---------------------------------------------------------------------|
 NC1145| PID    Reference Object                     Distance      Geod. Az  |
 NC1145|                                                           dddmmss.s |
 NC1145| CZ9700 AUR AUR 3 AZ MK A                                  0072807.8 |
 NC1145| CZ9701 AUR AUR 3 AZ MK B                                  2110627.7 |
 NC1145|---------------------------------------------------------------------|
 NC1145
 NC1145                          SUPERSEDED SURVEY CONTROL
 NC1145
 NC1145  NAD 83(1986)-  42 45 15.17823(N)    078 37 46.76800(W) AD(       ) 2
 NC1145  NAD 27      -  42 45 14.96260(N)    078 37 47.67464(W) AD(       ) 2
 NC1145  NGVD 29 (07/19/86)  295.     (m)          968.     (f) VERT ANG       
 NC1145
 NC1145.Superseded values are not recommended for survey control.
 NC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1145.See file dsdata.txt to determine how the superseded data were derived.
 NC1145
 NC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9397536246(NAD 83)
 NC1145_MARKER: DD = SURVEY DISK
 NC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1145
 NC1145  HISTORY     - Date     Condition        Report By
 NC1145  HISTORY     - 1973     MONUMENTED       NY-029
 NC1145  HISTORY     - 19960629 GOOD             USPSQD
 NC1145
 NC1145                          STATION DESCRIPTION
 NC1145
 NC1145'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1145'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 1.0 MILES SOUTH OF
 NC1145'THE VILLAGE OF EAST AURORA.  IT IS ALSO 0.9 MILES EAST OF THE
 NC1145'JUNCTION EAST-WEST BRANCH OF THE CAZENOVIA CREEK.  IT IS ALSO
 NC1145'4.0 MILES NORTHWEST OF THE COMMUNITY OF SOUTH WALES.
 NC1145'
 NC1145'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 16 AND
 NC1145'U.S. HWY ROUTE 20A (ALSO STATE HWY ROUTE 78), WHICH IS LOCATED IN
 NC1145'THE VILLAGE OF EAST AURORA, GO WEST ON U.S. HWY ROUTE 20A FOR
 NC1145'0.75 MILES TO THE JUNCTION OF CENTER STREET.  TURN LEFT AND GO
 NC1145'SOUTH ON CENTER STREET FOR 0.8 MILES TO THE JUNCTION OF BEACH
 NC1145'ROAD.  TURN RIGHT AND GO NORTHWEST AND THEN WEST FOR 0.4 MILES
 NC1145'TO THE JUNCTION OF MILL ROAD.  TURN LEFT AND GO SOUTH ON MILL
 NC1145'ROAD FOR 0.25 MILES AND THE STATION MARK ON THE LEFT.
 NC1145'
 NC1145'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1145'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1145'AUR-AUR-3 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1145'THE SAME.
 NC1145'
 NC1145'DISTANCE AND DIRECTION FROM STATION
 NC1145'
 NC1145'RP-1 NEAR EDGE OF POLE NO. 29-1 28.0 FEET NE
 NC1145'
 NC1145'RP-2 NEAR EDGE OF CONCRETE RIGHT OF WAY MARKER 11.2 FEET E
 NC1145'
 NC1145'RP-3 CNETERLINE OF MILL ROAD 17.4 FEET NW
 NC1145'
 NC1145'RP-4 CENTERLINE OF BLACKTOP DRIVE APPROX. 690 FT.SW
 NC1145'
 NC1145'RP-5 TWO PK NAILS TOGETHER IN CENTERLINE OF MILL RD.  22.0 FEET N
 NC1145'
 NC1145'RP-6 PK NAIL IN CENTERLINE OF MILL ROAD 22.7 FEET W
 NC1145'
 NC1145'RP-7 NEAR EDGE OF METAL WITNESS POST 11.2 FEET E
 NC1145'
 NC1145'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1145'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1145'AUR-AUR-3 AZ A 1973.
 NC1145'
 NC1145'TO REACH FROM AUR-AUR-3, GO NORTH ON MILL ROAD FOR 0.25 MILES
 NC1145'AND THE STATION ON THE RIGHT AT THE JUNCTION OF BEACH ROAD AND IN
 NC1145'THE SOUTHEAST ANGLE OF THE INTERSECTION.
 NC1145'
 NC1145'DISTANCE AND DIRECTION FROM STATION
 NC1145'
 NC1145'RP-1 SOUTHWEST CORNER OF HOUSE NO. 104 101.1 FEET N
 NC1145'
 NC1145'RP-2 CENTER OF FIRE HYDRANT 63.3 FEET N
 NC1145'
 NC1145'RP-3 NEAR EDGE OF POLE NO. W/NYSEG/33/441/NYT/22 55.4 FEET N
 NC1145'
 NC1145'RP-4 CENTERLINE OF BEACH ROAD 36.7 FEET N
 NC1145'
 NC1145'RP-5 NORTHWEST CORNER OF HOUSE 75.5 FEET SE
 NC1145'
 NC1145'RP-6 CENTERLINE OF MILL ROAD 17.7 FEET W
 NC1145'
 NC1145'RP-7 NORTHEAST CORNER OF BUILDING NO. 369 129.5 FEET NW
 NC1145'
 NC1145'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1145'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1145'AUR-AUR-3 AZ. B 1973.
 NC1145'
 NC1145'TO REACH FROM AUR-AUR-3, GO SOUTHWEST ON MILL ROAD FOR 0.2 MILES
 NC1145'AND THE STATION ON THE RIGHT AT HOUSE NO. 120
 NC1145'
 NC1145'DISTANCE AND DIRECTION FROM STATION
 NC1145'
 NC1145'RP-1 CENTERLINE OF MILL ROAD 16.1 FEET SE
 NC1145'
 NC1145'RP-2 NEAR EDGE OF 24 INCH TREE (TALLEST IN AREA) 48.2 FEET SE
 NC1145'
 NC1145'RP-3 NEAR EDGE OF 18 INCH TREE (MOST NORTHERLY ONE IN LINE OF
 NC1145'THREE) 47.2 FEET S
 NC1145'
 NC1145'RP-4 NEAR EDGE OF 36 INCH TREE 46.0 FEET S
 NC1145'
 NC1145'RP-5 NORTHEAST CORNER OF HOUSE NO. 120 66.3 FEET SW
 NC1145'
 NC1145'RP-6 NEAR EDGE POLE NO. 54/441/NYT/33 12.2 FEET NW
 NC1145'
 NC1145'RP-7 CENTERLINE OF GRAVEL DRIVE.  99.2 FEET S
 NC1145
 NC1145                          STATION RECOVERY (1996)
 NC1145
 NC1145'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1215 ***********************************************************************
 NC1215  DESIGNATION -  AUR HEN 1
 NC1215  PID         -  NC1215
 NC1215  STATE/COUNTY-  NY/ERIE
 NC1215  USGS QUAD   -  HOLLAND (1979)
 NC1215
 NC1215                         *CURRENT SURVEY CONTROL
 NC1215  ___________________________________________________________________
 NC1215* NAD 83(1996)-  42 44 13.98235(N)    078 36 51.70718(W)     ADJUSTED  
 NC1215* NAVD 88     -       326.     (meters)    1070.     (feet)  VERTCON   
 NC1215  ___________________________________________________________________
 NC1215  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 NC1215  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NC1215
 NC1215  HORZ ORDER  -  SECOND
 NC1215
 NC1215.The horizontal coordinates were established by classical geodetic methods
 NC1215.and adjusted by the National Geodetic Survey in January 1999..
 NC1215
 NC1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1215
 NC1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1215
 NC1215.The geoid height was determined by GEOID03.
 NC1215
 NC1215;                    North         East     Units Scale Factor Converg.
 NC1215;SPC NY W     -   303,979.746   347,459.205   MT  0.99993758   -0 01 15.8
 NC1215;SPC NY W     -   997,306.88  1,139,955.74   sFT  0.99993758   -0 01 15.8
 NC1215;UTM  17      - 4,734,393.709   695,280.474   MT  1.00006918   +1 37 10.2
 NC1215
 NC1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1215!SPC NY W     -   0.99995429  x   0.99993758  =   0.99989188
 NC1215!UTM  17      -   0.99995429  x   1.00006918  =   1.00002347
 NC1215
 NC1215:                Primary Azimuth Mark                     Grid Az
 NC1215:SPC NY W     -  WALES TV MAST WGR                        116 21 56.4
 NC1215:UTM  17      -  WALES TV MAST WGR                        114 43 30.4
 NC1215
 NC1215|---------------------------------------------------------------------|
 NC1215| PID    Reference Object                     Distance      Geod. Az  |
 NC1215|                                                           dddmmss.s |
 NC1215| NC1222 WALES TV MAST WGR                   APPROX. 4.7 KM 1162040.6 |
 NC1215| CZ9702 AUR HEN 1 AZ MK B                                  2730703.9 |
 NC1215|---------------------------------------------------------------------|
 NC1215
 NC1215                          SUPERSEDED SURVEY CONTROL
 NC1215
 NC1215  NAD 83(1986)-  42 44 13.98867(N)    078 36 51.70377(W) AD(       ) 2
 NC1215  NAD 27      -  42 44 13.77252(N)    078 36 52.61253(W) AD(       ) 2
 NC1215  NGVD 29 (07/19/86)  326.     (m)         1070.     (f) VERT ANG       
 NC1215
 NC1215.Superseded values are not recommended for survey control.
 NC1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1215.See file dsdata.txt to determine how the superseded data were derived.
 NC1215
 NC1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9528034394(NAD 83)
 NC1215_MARKER: DD = SURVEY DISK
 NC1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1215
 NC1215  HISTORY     - Date     Condition        Report By
 NC1215  HISTORY     - 1973     MONUMENTED       NY-029
 NC1215
 NC1215                          STATION DESCRIPTION
 NC1215
 NC1215'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1215'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 2.2 MILES SOUTH OF
 NC1215'THE VILLAGE OF EAST AURORA.  IT IS ALSO 2.75 MILES NORTHWEST OF
 NC1215'THE COMMUNITY OF SOUTH WALES.  IT IS ALSO 1.85 MILES WEST OF THE
 NC1215'AURORA-WALES TOWN LINE.
 NC1215'
 NC1215'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1215'20A) AND CENTER STREET, WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1215'AURORA, GO SOUTH ON CENTER ST. FOR 2.15 MILES TO THE JUNCTION OF
 NC1215'SWEET ROAD.  TURN LEFT AND GO EAST ON SWEET ROAD FOR 0.45 MILES
 NC1215'AND THE STATION MARK ON THE RIGHT.
 NC1215'
 NC1215'STATION MARK IS STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1215'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1215'AUR-HEN-1 1973.  NO UNDERGROUND DISK WAS ESTABLISHED.
 NC1215'
 NC1215'AZIMUTH SIGHTED TO THE SOUTHEAST WAS THE CENTERLINE OF THE
 NC1215'MAST, WALES WGR TV, WHICH IS LOATED ON WARNER HILL ROAD IN THE
 NC1215'TOWN OF WALES, NEW YORK.
 NC1215'
 NC1215'DISTANCE AND DIRECTION FROM STATION
 NC1215'
 NC1215'RP-1 SOUTHWEST CORNER OF GARAGE PORTION OF HOUSE NO. 1700 402.1
 NC1215'FT.N
 NC1215'
 NC1215'RP-2 NEAR EDGE OF POLE NO. NYSE G/29 97.0 FEET NE
 NC1215'
 NC1215'RP-3 EXTENDED CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE
 NC1215'NO. 1700 180.0 FEET NE
 NC1215'
 NC1215'RP-4 CENTERLINE OF SWEET ROAD 18.5 FEET N
 NC1215'
 NC1215'RP-5 TOP CENTER AT SOUTHWEST END OF METAL CULVERT
 NC1215'PIPE 163.0 FEET NE
 NC1215'
 NC1215'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1215'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1215'STAMPED AUR-HEN-1 AZ. B 1973.
 NC1215'
 NC1215'TO REACH FROM AUR-HEN-1, GO WEST ON SWEET ROAD FOR 0.15 MILES
 NC1215'AND THE STATION ON THE RIGHT.
 NC1215'
 NC1215'DISTANCE AND DIRECTION FROM STATION
 NC1215'
 NC1215'RP-1 NEAR EDGE OF METAL WITNESS POST 6.85 FEET N
 NC1215'
 NC1215'RP-2 PK NAIL IS CENTERLINE OF SWEET ROAD 12.95 FEET S
 NC1215'
 NC1215'RP-3 EAST EDGE OF SMALL BRIDGE IN LINE WITH
 NC1215'STATION 558.0 FEET W
 NC1215'
 NC1215'RP-4 CENTERLINE JUNCTION OF CENTER STREET 0.30 MILES W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1216 ***********************************************************************
 NC1216  DESIGNATION -  AUR HEN 2
 NC1216  PID         -  NC1216
 NC1216  STATE/COUNTY-  NY/ERIE
 NC1216  USGS QUAD   -  HOLLAND (1979)
 NC1216
 NC1216                         *CURRENT SURVEY CONTROL
 NC1216  ___________________________________________________________________
 NC1216* NAD 83(1996)-  42 43 23.00155(N)    078 37 23.06969(W)     ADJUSTED  
 NC1216* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 NC1216  ___________________________________________________________________
 NC1216  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 NC1216  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NC1216
 NC1216  HORZ ORDER  -  SECOND
 NC1216
 NC1216.The horizontal coordinates were established by classical geodetic methods
 NC1216.and adjusted by the National Geodetic Survey in January 1999..
 NC1216
 NC1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1216
 NC1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1216
 NC1216.The geoid height was determined by GEOID03.
 NC1216
 NC1216;                    North         East     Units Scale Factor Converg.
 NC1216;SPC NY W     -   302,406.997   346,745.121   MT  0.99993763   -0 01 37.1
 NC1216;SPC NY W     -   992,146.96  1,137,612.95   sFT  0.99993763   -0 01 37.1
 NC1216;UTM  17      - 4,732,800.957   694,611.615   MT  1.00006597   +1 36 47.3
 NC1216
 NC1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1216!SPC NY W     -   0.99995021  x   0.99993763  =   0.99988784
 NC1216!UTM  17      -   0.99995021  x   1.00006597  =   1.00001617
 NC1216
 NC1216:                Primary Azimuth Mark                     Grid Az
 NC1216:SPC NY W     -  AUR HEN 2 AZ MK A                        002 45 29.3
 NC1216:UTM  17      -  AUR HEN 2 AZ MK A                        001 07 04.9
 NC1216
 NC1216|---------------------------------------------------------------------|
 NC1216| PID    Reference Object                     Distance      Geod. Az  |
 NC1216|                                                           dddmmss.s |
 NC1216| CZ9703 AUR HEN 2 AZ MK A                                  0024352.2 |
 NC1216| CZ9704 AUR HEN 2 AZ MK B                                  1790238.7 |
 NC1216|---------------------------------------------------------------------|
 NC1216
 NC1216                          SUPERSEDED SURVEY CONTROL
 NC1216
 NC1216  NAD 83(1986)-  42 43 23.00787(N)    078 37 23.06623(W) AD(       ) 2
 NC1216  NAD 27      -  42 43 22.79137(N)    078 37 23.97421(W) AD(       ) 2
 NC1216  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 NC1216
 NC1216.Superseded values are not recommended for survey control.
 NC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1216.See file dsdata.txt to determine how the superseded data were derived.
 NC1216
 NC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9461232801(NAD 83)
 NC1216_MARKER: DD = SURVEY DISK
 NC1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1216
 NC1216  HISTORY     - Date     Condition        Report By
 NC1216  HISTORY     - 1973     MONUMENTED       NY-029
 NC1216
 NC1216                          STATION DESCRIPTION
 NC1216
 NC1216'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1216'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 3.15 MILES SOUTH OF
 NC1216'THE VILLAGE OF EAST AURORA.  IT IS ALSO 2.6 MILES WEST OF THE
 NC1216'COMMUNITY OF SOUTH WALES.  IT IS ALSO 2.0 MILES NORTH OF
 NC1216'AURORA-COLDEN TOWN LINE.
 NC1216'
 NC1216'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1216'20A) AND CENTER STREET, WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1216'AURORA, GO SOUTH ON CENTER ST. FOR 3.15 MILES AND THE STATION
 NC1216'MARK ON THE RIGHT JUST SOUTH OF HOUSE NO. 1303.
 NC1216'
 NC1216'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1216'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1216'AUR-HEN-2 1973.  NO UNDERGROUND MARK WAS ESTABLISHED.
 NC1216'
 NC1216'DISTANCE AND DIRECTION FROM STATION
 NC1216'
 NC1216'RP-1 CENTERLINE OF POLE NO. NYSE AND G/966/96/6 102.1 FEET N
 NC1216'
 NC1216'RP-2 CENTERLINE OF ROAD 17.2 FEET E
 NC1216'
 NC1216'RP-3 CENTERLINE OF POLE NO. NYSE AND G/97/7 148.3 FEET S
 NC1216'
 NC1216'RP-4 EXTENDED SOUTH RANGE LINE OF HOUSE NO. 1303 IN LINE WITH
 NC1216'STATION 149.0 FEET N
 NC1216'
 NC1216'RP-5 CENTERLINE OF DRIVEWAY 205.6 FEET N
 NC1216'
 NC1216'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1216'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1216'STAMPED AUR-HEN-2 AZ. A 1973.
 NC1216'
 NC1216'TO REACH FROM AUR-HEN-2, GO NORTH ON CENTER STREET FOR 0.25
 NC1216'MILES TO THE JUNCTION OF BLAKELEY CORNERS ROAD AND THE STATION
 NC1216'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 NC1216'
 NC1216'DISTANCE AND DIRECTION FROM STATION
 NC1216'
 NC1216'RP-1 CENTERLINE OF GRAVEL DRIVEWAY 9.0 FEET E
 NC1216'
 NC1216'RP-2 CENTERLINE OF BLAKELEY CORNERS ROAD 21.9 FEET S
 NC1216'
 NC1216'RP-3 RR SPIKE IN THE CENTERLINE OF INTERSECTION 45.8 FEET SW
 NC1216'
 NC1216'RP-4 CENTERLINE OF CENTER STREET 41.1 FEET W
 NC1216'
 NC1216'RP-5 SOUTHEAST CORNER OF HOUSE NO. 1287 AT
 NC1216'FOUNDATION 151.3 FEET NW
 NC1216'
 NC1216'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1216'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1216'STAMPED AUR-HEN-2 AZ. B 1973.
 NC1216'
 NC1216'TO REACH FROM AUR-HEN-2, GO SOUTH ON CENTER STREET FOR 0.25
 NC1216'MILES AND THE STATION ON THE LEFT.
 NC1216'
 NC1216'DISTANCE AND DIRECTION FROM STATION
 NC1216'
 NC1216'RP-1 NEAR EDGE OF POLE NO. NYT/11-1/2 56.1 FEET W
 NC1216'
 NC1216'RP-2 CENTERLINE OF CENTER STREET 16.45 FEET W
 NC1216'
 NC1216'RP-3 NEAR EDGE OF 12 INCH TREE 4.6 FEET E
 NC1216'
 NC1216'RP-4 EXTENDED CENTERLINE OF DRIVEWAY AT HOUSE 118.0 FEET S
 NC1216'
 NC1216'RP-5 NORTHEAST CORNER OF GARAGE PORTION OF HOUSE AT
 NC1216'FOUNDATION 150.0 FEET SW
 NC1216'
 NC1216'RP-6 NEAR EDGE OF TRIPLE TRUNK TREE 110.0 FEET SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1283 ***********************************************************************
 NC1283  DESIGNATION -  AUR HEN 3
 NC1283  PID         -  NC1283
 NC1283  STATE/COUNTY-  NY/ERIE
 NC1283  USGS QUAD   -  COLDEN (1979)
 NC1283
 NC1283                         *CURRENT SURVEY CONTROL
 NC1283  ___________________________________________________________________
 NC1283* NAD 83(1996)-  42 43 38.46830(N)    078 38 25.12261(W)     ADJUSTED  
 NC1283* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 NC1283  ___________________________________________________________________
 NC1283  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 NC1283  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NC1283
 NC1283  HORZ ORDER  -  SECOND
 NC1283
 NC1283.The horizontal coordinates were established by classical geodetic methods
 NC1283.and adjusted by the National Geodetic Survey in January 1999..
 NC1283
 NC1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1283
 NC1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1283
 NC1283.The geoid height was determined by GEOID03.
 NC1283
 NC1283;                    North         East     Units Scale Factor Converg.
 NC1283;SPC NY W     -   302,885.042   345,333.720   MT  0.99993777   -0 02 19.2
 NC1283;SPC NY W     -   993,715.34  1,132,982.38   sFT  0.99993777   -0 02 19.2
 NC1283;UTM  17      - 4,733,238.463   693,186.932   MT  1.00005918   +1 36 05.6
 NC1283
 NC1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1283!SPC NY W     -   0.99995116  x   0.99993777  =   0.99988893
 NC1283!UTM  17      -   0.99995116  x   1.00005918  =   1.00001033
 NC1283
 NC1283:                Primary Azimuth Mark                     Grid Az
 NC1283:SPC NY W     -  WALES TV MAST WGR                        098 52 00.2
 NC1283:UTM  17      -  WALES TV MAST WGR                        097 13 35.4
 NC1283
 NC1283|---------------------------------------------------------------------|
 NC1283| PID    Reference Object                     Distance      Geod. Az  |
 NC1283|                                                           dddmmss.s |
 NC1283| NC1222 WALES TV MAST WGR                   APPROX. 6.4 KM 0984941.0 |
 NC1283| CZ9705 AUR HEN 3 AZ MK A                                  2695306.5 |
 NC1283|---------------------------------------------------------------------|
 NC1283
 NC1283                          SUPERSEDED SURVEY CONTROL
 NC1283
 NC1283  NAD 83(1986)-  42 43 38.47460(N)    078 38 25.11916(W) AD(       ) 2
 NC1283  NAD 27      -  42 43 38.25843(N)    078 38 26.02509(W) AD(       ) 2
 NC1283  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 NC1283
 NC1283.Superseded values are not recommended for survey control.
 NC1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1283.See file dsdata.txt to determine how the superseded data were derived.
 NC1283
 NC1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9318733238(NAD 83)
 NC1283_MARKER: DD = SURVEY DISK
 NC1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1283
 NC1283  HISTORY     - Date     Condition        Report By
 NC1283  HISTORY     - 1973     MONUMENTED       NY-029
 NC1283
 NC1283                          STATION DESCRIPTION
 NC1283
 NC1283'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1283'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 3.2 MILES SOUTH OF
 NC1283'THE VILLAGE OF EAST AURORA.  IT IS ALSO 2.0 MILES EAST OF THE
 NC1283'COMMUNITY OF JEWETTVILLE.  IT IS ALSO 2.3 MILES NORTH OF THE
 NC1283'AURORA-COLDEN TOWN LINE.
 NC1283'
 NC1283'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1283'20A) AND CENTER STREET, WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1283'AURORA, GO SOUTH ON CENTER ST. FOR 2.9 MILES TO THE JUNCTION OF
 NC1283'BLAKELEY CORNERS ROAD.  TURN RIGHT AND GO WEST ON BLAKELEY
 NC1283'CORNERS ROAD FOR 0.9 MILES AND THE STATION MARK ON THE RIGHT.
 NC1283'
 NC1283'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1283'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1283'AUR-HEN-3 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1283'THE SAME.
 NC1283'
 NC1283'AZIMUTH SIGHTED TO THE EAST WAS THE CENTERLINE OF THE MAST,
 NC1283'WALES WGR TV, WHICH IS LOCATED ON WARNER HILL ROAD IN THE TOWN
 NC1283'OF WALES, NEW YORK.
 NC1283'
 NC1283'DISTANCE AND DIRECTION FROM STATION
 NC1283'
 NC1283'RP-1 SOUTHEAST CORNER OF CULVERT WALL (NORTH SIDE OF ROAD) 7.7
 NC1283'FEET W
 NC1283'
 NC1283'RP-2 PK NAIL IN THE CENTERLINE OF BLAKELEY CORNERS ROAD 19.9
 NC1283'FT. SE
 NC1283'
 NC1283'RP-3 PK NAIL IN THE CENTERLINE OF BLAKELEY CORNERS ROAD OPPOSITE
 NC1283'STATION 13.6 FEET S
 NC1283'
 NC1283'RP-4 NORTHEAST CORNER OF CULVERT WALL (SOUTH SIDE OF ROAD) 31.0
 NC1283'FT. SW
 NC1283'
 NC1283'RP-5 CENTERLINE JUNCTION BOIES ROAD 0.15 MILE E
 NC1283'
 NC1283'STATION MARK IS STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1283'CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1283'AUR-HEN-3 AZ. A 1973.
 NC1283'
 NC1283'TO REACH FROM AUR-HEN-3, GO WEST ON BLAKELEY CORNERS ROAD FOR 0.15
 NC1283'MILES AND THE STATION ON THE LEFT JUST PAST HOUSE NO. 1113 AND
 NC1283'OPPOSITE HOUSE NO. 1068.
 NC1283'
 NC1283'DISTANCE AND DIRECTION FROM STATION
 NC1283'
 NC1283'RP-1 SOUTHEAST CORNER OF HOUSE NO. 1068 171.8 FEET N
 NC1283'
 NC1283'RP-2 CENTERLINE OF BLAKELEY CORNERS ROAD 15.25 FEET N
 NC1283'
 NC1283'RP-3 CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE NO. 1113 75.0 FEET E
 NC1283'
 NC1283'RP-4 NORTHWEST CORNER OF HOUSE NO. 1113 165.6 FEET SE
 NC1283'
 NC1283'RP-5 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 1068 174.4
 NC1283'FEET W
 NC1283'
 NC1283'RP-6 CENTERLINE JUNCTION MILL ROAD (EAST AURORA-JEWETTVILLE
 NC1283'ROAD) 0.2 MILES W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1279 ***********************************************************************
 NC1279  DESIGNATION -  AUR KUM 1
 NC1279  PID         -  NC1279
 NC1279  STATE/COUNTY-  NY/ERIE
 NC1279  USGS QUAD   -  COLDEN (1979)
 NC1279
 NC1279                         *CURRENT SURVEY CONTROL
 NC1279  ___________________________________________________________________
 NC1279* NAD 83(1996)-  42 42 57.41453(N)    078 37 49.03439(W)     ADJUSTED  
 NC1279* NAVD 88     -       375.     (meters)    1230.     (feet)  VERTCON   
 NC1279  ___________________________________________________________________
 NC1279  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 NC1279  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NC1279
 NC1279  HORZ ORDER  -  SECOND
 NC1279
 NC1279.The horizontal coordinates were established by classical geodetic methods
 NC1279.and adjusted by the National Geodetic Survey in January 1999..
 NC1279
 NC1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1279
 NC1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1279
 NC1279.The geoid height was determined by GEOID03.
 NC1279
 NC1279;                    North         East     Units Scale Factor Converg.
 NC1279;SPC NY W     -   301,617.796   346,153.977   MT  0.99993768   -0 01 54.7
 NC1279;SPC NY W     -   989,557.72  1,135,673.51   sFT  0.99993768   -0 01 54.7
 NC1279;UTM  17      - 4,731,995.058   694,043.228   MT  1.00006326   +1 36 28.9
 NC1279
 NC1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1279!SPC NY W     -   0.99994660  x   0.99993768  =   0.99988428
 NC1279!UTM  17      -   0.99994660  x   1.00006326  =   1.00000985
 NC1279
 NC1279:                Primary Azimuth Mark                     Grid Az
 NC1279:SPC NY W     -  KUMMER RM 3 AZIMUTH                      269 38 23.5
 NC1279:UTM  17      -  KUMMER RM 3 AZIMUTH                      267 59 59.9
 NC1279
 NC1279|---------------------------------------------------------------------|
 NC1279| PID    Reference Object                     Distance      Geod. Az  |
 NC1279|                                                           dddmmss.s |
 NC1279| DA1715 KUMMER RM 3 AZIMUTH                                2693628.8 |
 NC1279|---------------------------------------------------------------------|
 NC1279
 NC1279                          SUPERSEDED SURVEY CONTROL
 NC1279
 NC1279  NAD 83(1986)-  42 42 57.42082(N)    078 37 49.03091(W) AD(       ) 2
 NC1279  NAD 27      -  42 42 57.20445(N)    078 37 49.93818(W) AD(       ) 2
 NC1279  NGVD 29 (07/19/86)  375.     (m)         1230.     (f) VERT ANG       
 NC1279
 NC1279.Superseded values are not recommended for survey control.
 NC1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1279.See file dsdata.txt to determine how the superseded data were derived.
 NC1279
 NC1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9404331995(NAD 83)
 NC1279_MARKER: DD = SURVEY DISK
 NC1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1279
 NC1279  HISTORY     - Date     Condition        Report By
 NC1279  HISTORY     - 1973     MONUMENTED       NY-029
 NC1279
 NC1279                          STATION DESCRIPTION
 NC1279
 NC1279'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1279'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 3.5 MILES SOUTH OF
 NC1279'THE VILLAGE OF EAST AURORA.  IT IS ALSO 2.7 MILES EAST OF THE
 NC1279'COMMUNITY OF JEWETTVILLE.  IT IS ALSO 1.5 MILES NORTH OF THE
 NC1279'AURORA-COLDEN TOWN LINE.
 NC1279'
 NC1279'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1279'20A) AND CENTER STREET WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1279'AURORA, GO SOUTH ON CENTER STREET FOR 3.65 MILES TO THE JUNCTION OF
 NC1279'EMERY RD.  TURN RIGHT AND GO WEST ON EMERY ROAD FOR 0.35 MILES AND
 NC1279'THE STATION MARK ON THE RIGHT OUTSIDE HOUSE NO. 1360.
 NC1279'
 NC1279'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1279'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1279'AUR-KUM-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1279'STAMPED THE SAME.
 NC1279'
 NC1279'AZIMUTH MARK SIGHTED TO THE WEST WAS N.G.S. KUMMER RM-3, 1973
 NC1279'WHICH IS LOCATED ON EMERY ROAD 0.15 MILES EAST OF BOIES ROAD.  IT
 NC1279'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 NC1279'WITH THE GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF EMERY
 NC1279'ROAD, 15 FEET WEST OF A LARGE TREE AND 2 FEET WEST OF A METAL
 NC1279'WITNESS POST.
 NC1279'
 NC1279'AZIMUTH SIGHTED TO THE SOUTH WAS THE CENTERLINE OF THE LIGHT ON
 NC1279'TOP OF THE COLDEN WBEN FM AND TV MAST 1958 WHICH IS LOCATED ON
 NC1279'CENTER STREET IN THE TOWN OF COLDEN, NEW YORK.
 NC1279'
 NC1279'NOTE--AUR-KUM-1 IS INTERVISIBLE WITH KUMMER AT GROUND LEVEL.
 NC1279'
 NC1279'DISTANCE AND DIRECTION FROM STATION
 NC1279'
 NC1279'RP-1 CHISELED CROSS IN METAL CULVERT PIPE AT EAST END 7.10 FT. N
 NC1279'
 NC1279'RP-2 NEAR EDGE OF POLE NO. NYSEG/955/74/416/NYT/7 80.9 FT. E
 NC1279'
 NC1279'RP-3 CENTERLINE OF EMERY ROAD 16.80 FT. S
 NC1279'
 NC1279'RP-4 CHISELED CROSS IN METAL CULVERT PIPE 47.7 FT. SW
 NC1279'
 NC1279'RP-5 CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE NO. 1360 14.15 FT. W
 NC1279'
 NC1279'RP-6 SOUTHEAST CORNER OF MAIN PART OF HOUSE NO. 1360 135.0 FT. NE
 NC1279'(NOT PATIO)
 NC1279'
 NC1279'RP-7 CENTERLINE JUNCTION BOIES ROAD 0.4 MILES W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1285 ***********************************************************************
 NC1285  DESIGNATION -  AUR KUM 2
 NC1285  PID         -  NC1285
 NC1285  STATE/COUNTY-  NY/ERIE
 NC1285  USGS QUAD   -  COLDEN (1979)
 NC1285
 NC1285                         *CURRENT SURVEY CONTROL
 NC1285  ___________________________________________________________________
 NC1285* NAD 83(1996)-  42 42 20.05673(N)    078 39 09.84203(W)     ADJUSTED  
 NC1285* NAVD 88     -       374.     (meters)    1227.     (feet)  VERTCON   
 NC1285  ___________________________________________________________________
 NC1285  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 NC1285  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NC1285
 NC1285  HORZ ORDER  -  SECOND
 NC1285
 NC1285.The horizontal coordinates were established by classical geodetic methods
 NC1285.and adjusted by the National Geodetic Survey in January 1999..
 NC1285
 NC1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1285
 NC1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1285
 NC1285.The geoid height was determined by GEOID03.
 NC1285
 NC1285;                    North         East     Units Scale Factor Converg.
 NC1285;SPC NY W     -   300,466.365   344,314.421   MT  0.99993790   -0 02 49.5
 NC1285;SPC NY W     -   985,780.07  1,129,638.23   sFT  0.99993790   -0 02 49.5
 NC1285;UTM  17      - 4,730,791.315   692,237.154   MT  1.00005467   +1 35 32.9
 NC1285
 NC1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1285!SPC NY W     -   0.99994675  x   0.99993790  =   0.99988466
 NC1285!UTM  17      -   0.99994675  x   1.00005467  =   1.00000142
 NC1285
 NC1285:                Primary Azimuth Mark                     Grid Az
 NC1285:SPC NY W     -  AUR KUM 2 AZ MK A                        091 17 43.9
 NC1285:UTM  17      -  AUR KUM 2 AZ MK A                        089 39 21.5
 NC1285
 NC1285|---------------------------------------------------------------------|
 NC1285| PID    Reference Object                     Distance      Geod. Az  |
 NC1285|                                                           dddmmss.s |
 NC1285| CZ9706 AUR KUM 2 AZ MK A                                  0911454.4 |
 NC1285| CZ9707 AUR KUM 2 AZ MK B                                  1793052.0 |
 NC1285|---------------------------------------------------------------------|
 NC1285
 NC1285                          SUPERSEDED SURVEY CONTROL
 NC1285
 NC1285  NAD 83(1986)-  42 42 20.06300(N)    078 39 09.83853(W) AD(       ) 2
 NC1285  NAD 27      -  42 42 19.84641(N)    078 39 10.74319(W) AD(       ) 2
 NC1285  NGVD 29 (07/19/86)  374.     (m)         1227.     (f) VERT ANG       
 NC1285
 NC1285.Superseded values are not recommended for survey control.
 NC1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1285.See file dsdata.txt to determine how the superseded data were derived.
 NC1285
 NC1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9223730791(NAD 83)
 NC1285_MARKER: DD = SURVEY DISK
 NC1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1285
 NC1285  HISTORY     - Date     Condition        Report By
 NC1285  HISTORY     - 1973     MONUMENTED       NY-029
 NC1285
 NC1285                          STATION DESCRIPTION
 NC1285
 NC1285'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1285'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 4.5 MILES SOUTH
 NC1285'OF THE VILLAGE OF EAST AURORA.  IT IS ALSO 1.5 MILES EAST OF THE
 NC1285'COMMUNITY OF WEST FALLS.  IT IS ALSO 1.0 MILE NORTH OF THE ORCHARD
 NC1285'PARK RESERVOIR.
 NC1285'
 NC1285'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1285'20A) AND CENTER STREET, WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1285'AURORA, GO SOUTH ON CENTER STREET FOR 3.65 MILES TO THE JUNCTION
 NC1285'OF EMERY ROAD.  TURN RIGHT AND GO WEST ON EMERY ROAD FOR 0.8 MILES
 NC1285'TO THE JUNCTION OF BOIES ROAD.  TURN LEFT AND GO SOUTH ON
 NC1285'BOIES ROAD FOR 0.8 MILES TO THE JUNCTION OF SCHOPPER ROAD.  TURN
 NC1285'RIGHT AND GO WEST ON SCHOPPER ROAD FOR 0.75 MILES TO THE
 NC1285'JUNCTION OF GROVE ROAD AND THE STATION MARK.
 NC1285'
 NC1285'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1285'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1285'THE SAME.
 NC1285'
 NC1285'DISTANCE AND DIRECTION FROM STATION
 NC1285'
 NC1285'RP-1 NEAR EDGE OF 20 INCH MAPLE TREE 57.5 FEET NE
 NC1285'
 NC1285'RP-2 NEAR EDGE OF 21 INCH MAPLE TREE 62.4 FEET NE
 NC1285'
 NC1285'RP-3 NEAR EDGE OF 13 INCH TREE 56.7 FEET E
 NC1285'
 NC1285'RP-4 NORTHWEST CORNER OF HOUSE NO. 907 AT FOUNDATION 151.95
 NC1285'FEET SE
 NC1285'
 NC1285'RP-5 CENTERLINE OF GROVER ROAD 11.7 FEET E
 NC1285'
 NC1285'RP-6 PK NAIL IN CENTERLINE OF INTERSECTION 11.65 FEET NE
 NC1285'
 NC1285'RP-7 EXTENDED CENTERLINE OF SCHOPPER ROAD 8.25 FEET N
 NC1285'
 NC1285'RP-8 NEAR EDGE OF POLE NO. NYSE G/925/10/225/NYT/14 19.85 FEET N
 NC1285'
 NC1285'STATION MARK IS STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1285'CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1285'AUR-KUM-2 AZ. A 1973.
 NC1285'
 NC1285'TO REACH FROM AUR-KUM-2, GO EAST ON SCHOPPER ROAD FOR 0.25
 NC1285'MILES AND THE STATION ON THE LEFT OPPOSITE A RED BRICK HOUSE
 NC1285'NO. 1021.
 NC1285'
 NC1285'DISTANCE AND DIRECTION FROM STATION
 NC1285'
 NC1285'RP-1 EXTENDED CENTERLINE OF GRAVEL DRIVEWAY TO BARN 148.0 FEET E
 NC1285'
 NC1285'RP-2 NORTHEAST CORNER OF RED BRICK HOUSE NO. 1021 103.9 FEET S
 NC1285'
 NC1285'RP-3 CENTERLINE OF SCHOPPER ROAD 10.55 FEET S
 NC1285'
 NC1285'RP-4 NORTHWEST CORNER OF RED BRICK HOUSE NO. 1021 102.8 FEET S
 NC1285'
 NC1285'RP-5 NEAR EDGE OF POLE NO. NYSEG/6-1 106.7 FEET SW
 NC1285'
 NC1285'RP-6 EXTENDED CENTERLINE OF STEEL HATCH IN LINE WITH
 NC1285'STATION 206.9 FEET W
 NC1285'
 NC1285'RP-7 CENTERLINE JUNCTION BOIES ROAD 0.5 MILES E
 NC1285'
 NC1285'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1285'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1285'STAMPED AUR-KUM-2 AZ. B 1973.
 NC1285'
 NC1285'TO REACH FROM AUR-KUM-2, GO SOUTH ON GROVER ROAD FOR 0.35 MILES
 NC1285'AND THE STATION ON THE LEFT.
 NC1285'
 NC1285'DISTANCE AND DIRECTION FROM STATION
 NC1285'
 NC1285'RP-1 NEAR EDGE OF 4 INCH ASH TREE 27.2 FEET NE
 NC1285'
 NC1285'RP-2 CENTERLINE OF GROVER ROAD 11.0 FEET W
 NC1285'
 NC1285'RP-3 NEAR EDGE OF POLE NO. NYSE AND G110/NYT 114 57.6 FEET SW
 NC1285'
 NC1285'RP-4 CENTERLINE OF LARGE DIM ROAD LEADING TO IROQUOIS GAS WELL
 NC1285'NO. 942 98.5 FEET N
 NC1285'
 NC1285'RP-5 EXTENDED NORTH RANGE LINE OF HOUSE NO. 2174 IN LINE WITH
 NC1285'STATION 146.5 FEET S
 NC1285'
 NC1285'RP-6 CENTERLINE JUNCTION OF FALLS ROAD 0.43 MILES S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1287 ***********************************************************************
 NC1287  DESIGNATION -  AUR KUM 3
 NC1287  PID         -  NC1287
 NC1287  STATE/COUNTY-  NY/ERIE
 NC1287  USGS QUAD   -  COLDEN (1979)
 NC1287
 NC1287                         *CURRENT SURVEY CONTROL
 NC1287  ___________________________________________________________________
 NC1287* NAD 83(1996)-  42 42 48.71850(N)    078 39 27.22445(W)     ADJUSTED  
 NC1287* NAVD 88     -       354.     (meters)    1161.     (feet)  VERTCON   
 NC1287  ___________________________________________________________________
 NC1287  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 NC1287  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NC1287
 NC1287  HORZ ORDER  -  SECOND
 NC1287
 NC1287.The horizontal coordinates were established by classical geodetic methods
 NC1287.and adjusted by the National Geodetic Survey in January 1999..
 NC1287
 NC1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1287
 NC1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1287
 NC1287.The geoid height was determined by GEOID03.
 NC1287
 NC1287;                    North         East     Units Scale Factor Converg.
 NC1287;SPC NY W     -   301,351.077   343,919.632   MT  0.99993795   -0 03 01.3
 NC1287;SPC NY W     -   988,682.66  1,128,342.99   sFT  0.99993795   -0 03 01.3
 NC1287;UTM  17      - 4,731,664.470   691,817.163   MT  1.00005269   +1 35 22.0
 NC1287
 NC1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1287!SPC NY W     -   0.99994990  x   0.99993795  =   0.99988785
 NC1287!UTM  17      -   0.99994990  x   1.00005269  =   1.00000258
 NC1287
 NC1287:                Primary Azimuth Mark                     Grid Az
 NC1287:SPC NY W     -  AUR KUM 3 AZ MK A                        091 45 51.2
 NC1287:UTM  17      -  AUR KUM 3 AZ MK A                        090 07 27.9
 NC1287
 NC1287|---------------------------------------------------------------------|
 NC1287| PID    Reference Object                     Distance      Geod. Az  |
 NC1287|                                                           dddmmss.s |
 NC1287| CZ9708 AUR KUM 3 AZ MK A                                  0914249.9 |
 NC1287| NC1268 COLDEN RAD STA WBEN FM MAST         APPROX. 6.6 KM 1564131.6 |
 NC1287|---------------------------------------------------------------------|
 NC1287
 NC1287                          SUPERSEDED SURVEY CONTROL
 NC1287
 NC1287  NAD 83(1986)-  42 42 48.72476(N)    078 39 27.22097(W) AD(       ) 2
 NC1287  NAD 27      -  42 42 48.50829(N)    078 39 28.12492(W) AD(       ) 2
 NC1287  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 NC1287
 NC1287.Superseded values are not recommended for survey control.
 NC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1287.See file dsdata.txt to determine how the superseded data were derived.
 NC1287
 NC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9181731664(NAD 83)
 NC1287_MARKER: DD = SURVEY DISK
 NC1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1287
 NC1287  HISTORY     - Date     Condition        Report By
 NC1287  HISTORY     - 1973     MONUMENTED       NY-029
 NC1287
 NC1287                          STATION DESCRIPTION
 NC1287
 NC1287'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1287'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 4.5 MILES SOUTHWEST
 NC1287'OF THE VILLAGE OF EAST AURORA.  IT IS ALSO 1.5 MILES NORTHEAST
 NC1287'OF THE COMMUNITY OF WEST FALLS.  IT IS ALSO 1.3 MILES NORTH OF
 NC1287'THE AURORA-COLDEN TOWN LINE.
 NC1287'
 NC1287'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1287'20A) AND CENTER STREET, WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1287'AURORA, GO SOUTH ON CENTER STREET FOR 3.65 MILES TO THE JUNCTION
 NC1287'OF EMERY ROAD.  TURN RIGHT AND GO WEST ON EMERY ROAD FOR 0.8
 NC1287'MILES TO THE JUNCTION OF BOIES ROAD.  TURN LEFT AND GO SOUTH
 NC1287'ON BOIES ROAD FOR 0.8 MILES TO THE JUNCTION OF SCHOPPER ROAD.
 NC1287'TURN RIGHT AND TO WEST ON SCHOPPER ROAD FOR 0.75 MILES TO THE
 NC1287'JUNCTION OF GROVER ROAD.  TURN RIGHT AND GO NORTH ON GROVER
 NC1287'ROAD FOR 0.55 MILES TO THE JUNCTION OF OLDEN ROAD.  TURN
 NC1287'LEFT AND GO WEST ON OLDEN ROAD FOR 0.25 MILES AND THE
 NC1287'STATION MARK ON THE LEFT AT HOUSE NO. 801.
 NC1287'
 NC1287'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1287'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1287'AUR-KUM-3 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1287'THE SAME.
 NC1287'
 NC1287'AZIMUTH SIGHTED TO THE SOUTHEAST WAS THE CENTERLINE OF THE
 NC1287'LIGHT ON TOP OF THE COLDEN WBEN FRM AND TV MAST 1958 WHICH IS
 NC1287'LOCATED ON CENTER STREET IN THE TOWN OF COLDEN, NEW YORK.
 NC1287'
 NC1287'AZIMUTH MARK A IS DESCRIBED IN PAGE 2.
 NC1287'
 NC1287'DISTANCE AND DIRECTION FROM STATION
 NC1287'
 NC1287'RP-1 CENTERLINE OF OLDEN ROAD 17.5 FEET N
 NC1287'
 NC1287'RP-2 CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE NO. 801 24.3 FEET E
 NC1287'
 NC1287'RP-3 NORTHEAST CORNER OF GARAGE PORTION OF HOUSE NO. 801
 NC1287'AT FOUNDATION 117.3 FEET SE
 NC1287'
 NC1287'RP-4 NORTHWEST CORNER OF HOUSE NO. 801 117.8 FEET SW
 NC1287'
 NC1287'RP-5 NEAR EDGE OF POLE NO. NYSEG/1991/4 40.5 FEET W
 NC1287'
 NC1287'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1287'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1287'STAMPED AUR-KUM-3 AZ. A 1973.
 NC1287'
 NC1287'TO REACH FROM AUR-KUM-3, GO EAST ON OLDEN ROAD FOR 0.25 MILES
 NC1287'TO THE JUNCTION OF GROVER ROAD AND THE STATION LOCATED ON THE
 NC1287'EAST SIDE OF GROVER ROAD.
 NC1287'
 NC1287'DISTANCE AND DIRECTION FROM STATION
 NC1287'
 NC1287'RP-1 EXTENDED CENTERLINE OF OLDEN ROAD 6.75 FEET S
 NC1287'
 NC1287'RP-2 CENTERLINE OF GRAVEL DRIVEWAY TO HOUSE 32.4 FEET S
 NC1287'
 NC1287'RP-3 SOUTHEAST CORNER OF HOUSE NO. 793 67.00 FEET NW
 NC1287'
 NC1287'RP-4 NEAR EDGE OF 20 INCH TREE 40.9 FEET W
 NC1287'
 NC1287'RP-5 CENTERLINE OF GROVER ROAD 15.3 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1102 ***********************************************************************
 NC1102  DESIGNATION -  AUR REIT 1
 NC1102  PID         -  NC1102
 NC1102  STATE/COUNTY-  NY/ERIE
 NC1102  USGS QUAD   -  EAST AURORA (1965)
 NC1102
 NC1102                         *CURRENT SURVEY CONTROL
 NC1102  ___________________________________________________________________
 NC1102* NAD 83(1996)-  42 45 18.19753(N)    078 34 41.42424(W)     ADJUSTED  
 NC1102* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 NC1102  ___________________________________________________________________
 NC1102  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 NC1102  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NC1102
 NC1102  HORZ ORDER  -  SECOND
 NC1102
 NC1102.The horizontal coordinates were established by classical geodetic methods
 NC1102.and adjusted by the National Geodetic Survey in January 1999..
 NC1102
 NC1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1102
 NC1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1102
 NC1102.The geoid height was determined by GEOID03.
 NC1102
 NC1102;                    North         East     Units Scale Factor Converg.
 NC1102;SPC NY W     -   305,960.702   350,422.387   MT  0.99993750   +0 00 12.6
 NC1102;SPC NY W     - 1,003,806.07  1,149,677.45   sFT  0.99993750   +0 00 12.6
 NC1102;UTM  17      - 4,736,458.988   698,186.121   MT  1.00008325   +1 38 40.7
 NC1102
 NC1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1102!SPC NY W     -   0.99995116  x   0.99993750  =   0.99988866
 NC1102!UTM  17      -   0.99995116  x   1.00008325  =   1.00003440
 NC1102
 NC1102:                Primary Azimuth Mark                     Grid Az
 NC1102:SPC NY W     -  AUR REIT 1 AZ MK A                       001 05 29.8
 NC1102:UTM  17      -  AUR REIT 1 AZ MK A                       359 27 01.7
 NC1102
 NC1102|---------------------------------------------------------------------|
 NC1102| PID    Reference Object                     Distance      Geod. Az  |
 NC1102|                                                           dddmmss.s |
 NC1102| CZ9709 AUR REIT 1 AZ MK A                                 0010542.4 |
 NC1102| CZ9710 AUR REIT 1 AZ MK B                                 1810953.7 |
 NC1102|---------------------------------------------------------------------|
 NC1102
 NC1102                          SUPERSEDED SURVEY CONTROL
 NC1102
 NC1102  NAD 83(1986)-  42 45 18.20389(N)    078 34 41.42080(W) AD(       ) 2
 NC1102  NAD 27      -  42 45 17.98793(N)    078 34 42.33378(W) AD(       ) 2
 NC1102  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 NC1102
 NC1102.Superseded values are not recommended for survey control.
 NC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1102.See file dsdata.txt to determine how the superseded data were derived.
 NC1102
 NC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9818636459(NAD 83)
 NC1102_MARKER: DD = SURVEY DISK
 NC1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1102
 NC1102  HISTORY     - Date     Condition        Report By
 NC1102  HISTORY     - 1973     MONUMENTED       NY-029
 NC1102
 NC1102                          STATION DESCRIPTION
 NC1102
 NC1102'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1102'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 2.0 MILES EAST OF
 NC1102'THE VILLAGE OF EAST AURORA.  IT IS ALSO 2.6 MILES WEST OF THE
 NC1102'COMMUNITY OF WALES CENTER.  IT IS ALSO 3.2 MILES NORTH OF THE
 NC1102'COMMUNITY OF SOUTH WALES.
 NC1102'
 NC1102'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 16 AND U.S. HWY
 NC1102'ROUTE 20A (ALSO STATE HWY ROUTE 78), WHICH IS LOCATED IN THE
 NC1102'VILLAGE OF EAST AURORA, GO EAST ON U.S. HWY ROUTE 20A FOR
 NC1102'1.55 MILES TO THE JUNCTION OF REITER ROAD.  TURN RIGHT AND GO
 NC1102'SOUTH ON REITER RD. FOR .84 MILES AND THE STATION MARK ON THE
 NC1102'RIGHT.
 NC1102'
 NC1102'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1102'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1102'STAMPED AUR-REIT-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED
 NC1102'AND STAMPED THE SAME.
 NC1102'
 NC1102'DISTANCE AND DIRECTION FROM STATION
 NC1102'
 NC1102'RP-1 CENTER OF 5 INCH METAL PIPE IN CONCRETE HOLDING MAILBOX 90.6
 NC1102'FEET N
 NC1102'
 NC1102'RP-2 SOUTHWEST CORNER OF HOUSE AT FOUNDATION 147.0 FEET NE
 NC1102'
 NC1102'RP-3 SOUTHWEST CORNER OF GARAGE AT FOUNDATION 158.8 FEET E
 NC1102'
 NC1102'RP-4 NEAR EDGE OF POLE NO. T 153 183.5 FEET N
 NC1102'
 NC1102'RP-5 CENTERLINE OF REITER ROAD 14.2 FEET E
 NC1102'
 NC1102'RP-6 NEAR EDGE OF 8 INCH PINE TREE 54.8 FEET E
 NC1102'
 NC1102'RP-7 CENTERLINE JUNCTION LAPHAM ROAD 0.32 MILE S
 NC1102'
 NC1102'STATION MARK IS A STANDRAD ERIE COUNTY SURVEY DISK SET IN A
 NC1102'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1102'STAMPED AUR-REIT-1 AZ. A 1973.
 NC1102'
 NC1102'TO REACH FROM AUR-REIT-1, GO NORTH TO REITER ROAD FOR 0.2
 NC1102'MILES AND THE STATION ON THE LEFT WHICH IS OPPOSITE AND BETWEEN
 NC1102'HOUSE NO. 4765 AND NO. 4777.
 NC1102'
 NC1102'DISTANCE AND DIRECTION FROM STATION
 NC1102'
 NC1102'RP-1 SOUTHWEST CORNER OF HOUSE NO. 4765 122.1 FEET E
 NC1102'
 NC1102'RP-2 SOUTHWEST CORNER OF HOUSE NO. 4777 151.2 FEET SE
 NC1102'
 NC1102'RP-3 CENTER OF PRIVATE LAMP POST MARKED THE KEEMS NO. 4765 65.0
 NC1102'FEET E
 NC1102'
 NC1102'RP-4 CENTERLINE OF REITER ROAD 15.4 FEET E
 NC1102'
 NC1102'RP-5 NEAR EDGE OF POLE NO. OB-U/NYT/15-1 42.3 FEET E
 NC1102'
 NC1102'RP-6 CENTERLINE JUNCTION OF BIG TREE ROAD (U.S. HWY ROUTE
 NC1102'20A) 0.59 MILES N
 NC1102'
 NC1102'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1102'CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1102'AUR-REIT-1 AZ. B 1973.
 NC1102'
 NC1102'TO REACH FROM AUR-REIT-1, GO SOUTH ON REITER ROAD FOR 0.3 MILES
 NC1102'AND THE STATION ON THE RIGHT JUST BEFORE JUNCTION OF LAPHAM ROAD.
 NC1102'
 NC1102'DISTANCE AND DIRECTION FROM STATION
 NC1102'
 NC1102'RP-1 U.S.C. G.S. REITER (1939) AZ MK 85.7 FEET S
 NC1102'
 NC1102'RP-2 CENTER OF BLUE AND WHITE 2 INCH METAL PIPE MARKED IROQUOIS
 NC1102'GAS 142.0 FEET SE
 NC1102'
 NC1102'RP-3 NEAR EDGE OF TWIN WEEPING WILLOW TREE 129.4 FEET SW
 NC1102'
 NC1102'RP-4 CENTERLINE OF REITER ROAD 20.3 FEET E
 NC1102'
 NC1102'RP-5 EXTENDED CENTERLINE OF GRAVEL ROAD LEADING TO CIRCLE
 NC1102'TRAILER COURT.  76.0 FEET S
 NC1102'
 NC1102'RP-6 NEAR EDGE OF POLE NO. NYSE AND G/T 145A 53.8 FEET SE
 NC1102'
 NC1102'RP-7 NEAR EDGE OF POLE NO. 950/45 83.3 FEET S
 NC1102'
 NC1102'RP-8 U.S.C. G.S. RM 3 (1973) 86.2 FEET S
 NC1102'
 NC1102'RP-9 CENTERLINE JUNCTION OF BIG TREE ROAD (U.S. ROUTE 20A) 1.16
 NC1102'MILES N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1147 ***********************************************************************
 NC1147  DESIGNATION -  AUR YAT 1
 NC1147  PID         -  NC1147
 NC1147  STATE/COUNTY-  NY/ERIE
 NC1147  USGS QUAD   -  ORCHARD PARK (1965)
 NC1147
 NC1147                         *CURRENT SURVEY CONTROL
 NC1147  ___________________________________________________________________
 NC1147* NAD 83(1996)-  42 45 10.83105(N)    078 40 17.81169(W)     ADJUSTED  
 NC1147* NAVD 88     -       316.     (meters)    1037.     (feet)  VERTCON   
 NC1147  ___________________________________________________________________
 NC1147  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NC1147  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NC1147
 NC1147  HORZ ORDER  -  SECOND
 NC1147
 NC1147.The horizontal coordinates were established by classical geodetic methods
 NC1147.and adjusted by the National Geodetic Survey in January 1999..
 NC1147
 NC1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1147
 NC1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1147
 NC1147.The geoid height was determined by GEOID03.
 NC1147
 NC1147;                    North         East     Units Scale Factor Converg.
 NC1147;SPC NY W     -   305,737.170   342,773.165   MT  0.99993814   -0 03 35.7
 NC1147;SPC NY W     - 1,003,072.70  1,124,581.63   sFT  0.99993814   -0 03 35.7
 NC1147;UTM  17      - 4,736,016.432   690,545.466   MT  1.00004670   +1 34 51.9
 NC1147
 NC1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1147!SPC NY W     -   0.99995588  x   0.99993814  =   0.99989403
 NC1147!UTM  17      -   0.99995588  x   1.00004670  =   1.00000258
 NC1147
 NC1147:                Primary Azimuth Mark                     Grid Az
 NC1147:SPC NY W     -  COLDEN RAD STA WBEN FM MAST              160 15 23.8
 NC1147:UTM  17      -  COLDEN RAD STA WBEN FM MAST              158 36 56.2
 NC1147
 NC1147|---------------------------------------------------------------------|
 NC1147| PID    Reference Object                     Distance      Geod. Az  |
 NC1147|                                                           dddmmss.s |
 NC1147| NC1268 COLDEN RAD STA WBEN FM MAST         APPROX.11.1 KM 1601148.1 |
 NC1147| CZ9711 AUR YAT 1 AZ MK A                                  2704922.1 |
 NC1147|---------------------------------------------------------------------|
 NC1147
 NC1147                          SUPERSEDED SURVEY CONTROL
 NC1147
 NC1147  NAD 83(1986)-  42 45 10.83732(N)    078 40 17.80837(W) AD(       ) 2
 NC1147  NAD 27      -  42 45 10.62221(N)    078 40 18.70981(W) AD(       ) 2
 NC1147  NGVD 29 (07/19/86)  316.     (m)         1037.     (f) VERT ANG       
 NC1147
 NC1147.Superseded values are not recommended for survey control.
 NC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1147.See file dsdata.txt to determine how the superseded data were derived.
 NC1147
 NC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9054536016(NAD 83)
 NC1147_MARKER: DD = SURVEY DISK
 NC1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1147
 NC1147  HISTORY     - Date     Condition        Report By
 NC1147  HISTORY     - 1973     MONUMENTED       NY-029
 NC1147
 NC1147                          STATION DESCRIPTION
 NC1147
 NC1147'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1147'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 3.25 MILES WEST
 NC1147'OF THE VILLAGE OF EAST AURORA.  IT IS ALSO 2.1 MILES NORTH OF THE
 NC1147'COMMUNITY OF JEWETTVILLE.  IT IS ALSO 1.3 MILES EAST OF THE
 NC1147'AURORA ORCHARD PARK TOWN LINE.
 NC1147'
 NC1147'TO REACH FROM THE INTERSECTION OF BIG TREE ROAD (U.S. HWY ROUTE
 NC1147'20A) AND TRANSIT ROAD (STATE HWY ROUTE 187), WHICH IS LOCATED 2.4
 NC1147'MILES EAST OF THE VILLAGE OF ORCHARD PARK, GO SOUTH ON TRANSIT
 NC1147'ROAD FOR 1.1 MILE TO THE JUNCTION OF JEWETT HOLMWOOD
 NC1147'ROAD.  TURN LEFT AND GO EAST ON JEWETT HOLMWOOD ROAD FOR 1.3
 NC1147'MILES AND THE STATION MARK ON THE RIGHT AT HOUSE NO. 781.
 NC1147'
 NC1147'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1147'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1147'STAMPED AUR-YAT-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED
 NC1147'AND STAMPED THE SAME.
 NC1147'
 NC1147'AZIMUTH SIGHTED TO THE SOUTH WAS THE CENTERLINE OF THE LIGHT
 NC1147'ON TOP THE COLDEN WBEN FM AND TV MAST 1958 WHICH IS LOCATED ON
 NC1147'CENTER STREET IN THE TOWN OF COLDEN, NEW YORK.
 NC1147'
 NC1147'DISTANCE AND DIRECTION FROM STATION
 NC1147'
 NC1147'RP-1 NEAR EDGE OF POLE NO. 168 49.7 FEET NE
 NC1147'
 NC1147'RP-2 NORTHEAST CORNER OF HOUSE NO. 781 AT FOUNDATION 67.2 FEET SE
 NC1147'
 NC1147'RP-3 NORTHWEST CORNER OF MAIN PART OF HOUSE NO. 781 AT
 NC1147'FOUNDATION 63.5 FEET SW
 NC1147'
 NC1147'RP-4 NEAR EDGE OF 30 INCH TREE 49.05 FEET SW
 NC1147'
 NC1147'RP-5 NEAR EDGE OF POLE (NO NUMBER) 7.3 FEET SW
 NC1147'
 NC1147'RP-6 CENTERLINE OF JEWETT HOLMWOOD ROAD 16.0 FEET N
 NC1147'
 NC1147'RP-7 NORTHWEST CORNER OF SQUARE STEEL RIM 56.9 FEET SE
 NC1147'
 NC1147'RP-8 CENTERLINE OF JUNCTION DAVIS ROAD 0.5 MILES W
 NC1147'
 NC1147'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1147'CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1147'AUR-YAT-1 AZ. A 1973.
 NC1147'
 NC1147'TO REACH FROM AUR-YAT-1, GO WEST ON JEWETT HOLMWOOD ROAD FOR 0.5
 NC1147'MILES TO THE JUNCTION OF DAVIS ROAD AND THE STATION WHICH IS
 NC1147'LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 NC1147'
 NC1147'DISTANCE AND DIRECTION FROM STATION
 NC1147'
 NC1147'RP-1 NEAR EDGE OF GUY POLE (NO NUMBER) 6.6 FEET N
 NC1147'
 NC1147'RP-2 NORTHWEST CORNER OF CULVERT WALL 10.65 FEET SE
 NC1147'
 NC1147'RP-3 CENTERLINE OF JEWETT HOLMWOOD ROAD 34.5 FEET S
 NC1147'
 NC1147'RP-4 PK NAIL IN CENTERLINE OF INTERSECTION 41.4 FEET SW
 NC1147'
 NC1147'RP-5 CENTERLINE OF DAVIS ROAD 22.4 FEET W
 NC1147'
 NC1147'RP-6 SOUTHEAST CORNER OF SQUARE IROQUOIS GAS VENT 54.1 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1278 ***********************************************************************
 NC1278  DESIGNATION -  AUR YAT 2
 NC1278  PID         -  NC1278
 NC1278  STATE/COUNTY-  NY/ERIE
 NC1278  USGS QUAD   -  COLDEN (1979)
 NC1278
 NC1278                         *CURRENT SURVEY CONTROL
 NC1278  ___________________________________________________________________
 NC1278* NAD 83(1996)-  42 44 01.52580(N)    078 40 23.24253(W)     ADJUSTED  
 NC1278* NAVD 88     -       324.     (meters)    1063.     (feet)  VERTCON   
 NC1278  ___________________________________________________________________
 NC1278  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 NC1278  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NC1278
 NC1278  HORZ ORDER  -  SECOND
 NC1278
 NC1278.The horizontal coordinates were established by classical geodetic methods
 NC1278.and adjusted by the National Geodetic Survey in January 1999..
 NC1278
 NC1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1278
 NC1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1278
 NC1278.The geoid height was determined by GEOID03.
 NC1278
 NC1278;                    North         East     Units Scale Factor Converg.
 NC1278;SPC NY W     -   303,598.833   342,647.397   MT  0.99993816   -0 03 39.4
 NC1278;SPC NY W     -   996,057.17  1,124,169.00   sFT  0.99993816   -0 03 39.4
 NC1278;UTM  17      - 4,733,875.138   690,480.967   MT  1.00004640   +1 34 46.1
 NC1278
 NC1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1278!SPC NY W     -   0.99995462  x   0.99993816  =   0.99989278
 NC1278!UTM  17      -   0.99995462  x   1.00004640  =   1.00000102
 NC1278
 NC1278:                Primary Azimuth Mark                     Grid Az
 NC1278:SPC NY W     -  AUR YAT 2 AZ MK A                        094 15 38.6
 NC1278:UTM  17      -  AUR YAT 2 AZ MK A                        092 37 13.1
 NC1278
 NC1278|---------------------------------------------------------------------|
 NC1278| PID    Reference Object                     Distance      Geod. Az  |
 NC1278|                                                           dddmmss.s |
 NC1278| CZ9712 AUR YAT 2 AZ MK A                                  0941159.2 |
 NC1278| CZ9713 AUR YAT 2 AZ MK B                                  2705836.0 |
 NC1278|---------------------------------------------------------------------|
 NC1278
 NC1278                          SUPERSEDED SURVEY CONTROL
 NC1278
 NC1278  NAD 83(1986)-  42 44 01.53208(N)    078 40 23.23916(W) AD(       ) 2
 NC1278  NAD 27      -  42 44 01.31642(N)    078 40 24.14091(W) AD(       ) 2
 NC1278  NGVD 29 (07/19/86)  324.     (m)         1063.     (f) VERT ANG       
 NC1278
 NC1278.Superseded values are not recommended for survey control.
 NC1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1278.See file dsdata.txt to determine how the superseded data were derived.
 NC1278
 NC1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9048133875(NAD 83)
 NC1278_MARKER: DD = SURVEY DISK
 NC1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1278
 NC1278  HISTORY     - Date     Condition        Report By
 NC1278  HISTORY     - 1973     MONUMENTED       NY-029
 NC1278
 NC1278                          STATION DESCRIPTION
 NC1278
 NC1278'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1278'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 4.0 MILES
 NC1278'SOUTHWEST OF THE VILLAGE OF EAST AURORA.  IT IS ALSO 0.75 MILES
 NC1278'NORTH OF THE COMMUNITY OF JEWETTVILLE.  IT IS ALSO 1.2 MILES
 NC1278'EAST OF THE AURORA-ORCHARD PARK TOWN LINE.
 NC1278'
 NC1278'TO REACH FROM THE INTERSECTION OF BIG TREE ROAD (U.S. HWY ROUTE
 NC1278'20A) AND THE TRANSIT ROAD (STATE HWY ROUTE 187), WHICH IS
 NC1278'LOCATED 2.4 MILES EAST OF THE VILLAGE OF ORCHARD PARK, GO EAST
 NC1278'ON BIG TREE ROAD FOR 0.8 MILES TO THE JUNCTION OF DAVIS ROAD.
 NC1278'TURN RIGHT AND GO SOUTH ON DAVIS ROAD FOR 2.35 MILES TO THE
 NC1278'JUNCTION OF SNYDER ROAD.  TURN LEFT AND GO EAST ON SNYDER ROAD
 NC1278'FOR 0.4 MILES AND THE STATION MARK ON THE LEFT AT HOUSE NO.
 NC1278'488.
 NC1278'
 NC1278'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1278'CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1278'AUR-YAT-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1278'THE SAME.
 NC1278'
 NC1278'DISTANCE AND DIRECTION FROM STATION
 NC1278'
 NC1278'RP-1 NORTHEAST CORNER OF HOUSE NO. 469 145.0 FEET SW
 NC1278'
 NC1278'RP-2 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 469 93.6 FT W
 NC1278'
 NC1278'RP-3 CORNER OF FENCE 29.2 FEET W
 NC1278'
 NC1278'RP-4 NEAR EDGE OF THE FIRST OF A LINE OF EVERGREEN TREES 27.7
 NC1278'FEET NW
 NC1278'
 NC1278'RP-5 CENTERLINE OF SNYDER ROAD 11.7 FEET S
 NC1278'
 NC1278'RP-6 CENTERLINE OF DRIVEWAY TO HOUSE NO. 488 65.5 FEET E
 NC1278'
 NC1278'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1278'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1278'STAMPED AUR-YAT-2 AZ. A 1973.
 NC1278'
 NC1278'TO REACH FROM AUR-YAT-2, GO EAST OF SNYDER ROAD FOR 0.2
 NC1278'MILES TO THE JUNCTION OF MITCHELL DRIVE AND THE STATION LOCATED
 NC1278'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 NC1278'
 NC1278'DISTANCE AND DIRECTION FROM STATION
 NC1278'
 NC1278'RP-1 CORNER OF FENCE 27.85 FEET SE
 NC1278'
 NC1278'RP-2 NEAR EDGE OF POLE NO. NYSEG/9/534/NYT/15 6.05 FEET S
 NC1278'
 NC1278'RP-3 NORTHEAST CORNER OF HOUSE NO. 533 117.5 FEET SW
 NC1278'
 NC1278'RP-4 CENTERLINE OF MITCHELL DRIVE 35.5 FEET W
 NC1278'
 NC1278'RP-5 CENTERLINE OF SNYDER DRIVE 13.3 FEET N
 NC1278'
 NC1278'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1278'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1278'AUR-YAT-2 AZ. B 1973.
 NC1278'
 NC1278'TO REACH FROM AUR-YAT-2, GO WEST ON SNYDER ROAD FOR 0.25 MILES
 NC1278'AND THE STATION ON THE LEFT WHICH IS 307 FEET EAST OF THE EAST
 NC1278'EDGE OF A SMALL BRIDGE.
 NC1278'
 NC1278'DISTANCE AND DIRECTION FROM STATION
 NC1278'
 NC1278'RP-1 CENTERLINE OF DRIVEWAY TO HOUSE NO. 359 188.0 FEET W
 NC1278'
 NC1278'RP-2 CENTERLINE OF SNYDER ROAD 16.05 FEET N
 NC1278'
 NC1278'RP-3 NEAR EDGE OF 48 INCH TREE 81.5 FEET NW
 NC1278'
 NC1278'RP-4 CENTERLINE OF DRIVEWAY TO HOUSE NO. 373 167.0 FEET E
 NC1278'
 NC1278'RP-5 CENTERLINE JUNCTION OF DAVIS ROAD 0.15 MILES W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1144 ***********************************************************************
 NC1144  DESIGNATION -  AUR ZIM 1
 NC1144  PID         -  NC1144
 NC1144  STATE/COUNTY-  NY/ERIE
 NC1144  USGS QUAD   -  ORCHARD PARK (1965)
 NC1144
 NC1144                         *CURRENT SURVEY CONTROL
 NC1144  ___________________________________________________________________
 NC1144* NAD 83(1996)-  42 46 38.14154(N)    078 37 56.05613(W)     ADJUSTED  
 NC1144* NAVD 88     -       287.     (meters)     942.     (feet)  VERTCON   
 NC1144  ___________________________________________________________________
 NC1144  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 NC1144  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NC1144
 NC1144  HORZ ORDER  -  SECOND
 NC1144
 NC1144.The horizontal coordinates were established by classical geodetic methods
 NC1144.and adjusted by the National Geodetic Survey in January 1999..
 NC1144
 NC1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1144
 NC1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1144
 NC1144.The geoid height was determined by GEOID03.
 NC1144
 NC1144;                    North         East     Units Scale Factor Converg.
 NC1144;SPC NY W     -   308,428.594   345,998.158   MT  0.99993770   -0 01 59.6
 NC1144;SPC NY W     - 1,011,902.81  1,135,162.29   sFT  0.99993770   -0 01 59.6
 NC1144;UTM  17      - 4,738,799.451   693,692.409   MT  1.00006158   +1 36 30.8
 NC1144
 NC1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1144!SPC NY W     -   0.99996044  x   0.99993770  =   0.99989814
 NC1144!UTM  17      -   0.99996044  x   1.00006158  =   1.00002201
 NC1144
 NC1144:                Primary Azimuth Mark                     Grid Az
 NC1144:SPC NY W     -  AUR ZIM 1 AZ MK A                        359 29 29.6
 NC1144:UTM  17      -  AUR ZIM 1 AZ MK A                        357 50 59.2
 NC1144
 NC1144|---------------------------------------------------------------------|
 NC1144| PID    Reference Object                     Distance      Geod. Az  |
 NC1144|                                                           dddmmss.s |
 NC1144| CZ9714 AUR ZIM 1 AZ MK A                                  3592730.0 |
 NC1144|---------------------------------------------------------------------|
 NC1144
 NC1144                          SUPERSEDED SURVEY CONTROL
 NC1144
 NC1144  NAD 83(1986)-  42 46 38.14788(N)    078 37 56.05284(W) AD(       ) 2
 NC1144  NAD 27      -  42 46 37.93287(N)    078 37 56.95853(W) AD(       ) 2
 NC1144  NGVD 29 (07/19/86)  287.     (m)          942.     (f) VERT ANG       
 NC1144
 NC1144.Superseded values are not recommended for survey control.
 NC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1144.See file dsdata.txt to determine how the superseded data were derived.
 NC1144
 NC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9369238799(NAD 83)
 NC1144_MARKER: DD = SURVEY DISK
 NC1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1144
 NC1144  HISTORY     - Date     Condition        Report By
 NC1144  HISTORY     - 1973     MONUMENTED       NY-029
 NC1144
 NC1144                          STATION DESCRIPTION
 NC1144
 NC1144'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1144'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 0.3 MILES
 NC1144'NORTHEAST OF THE NORTHWEST EAST AURORA VILLAGE LINE JUNCTION.  IT
 NC1144'IS ALSO 1.0 MILE WEST OF THE PENNSYLVANIA RAILROAD.  IT IS ALSO
 NC1144'0.35 MILES SOUTH OF THE AURORA-ELMA TOWN LINE.
 NC1144'
 NC1144'TO REACH FROM THE TRAFFIC CIRCLE JUNCTION OF STATE HWY ROUTES
 NC1144'16, 78 AND MAIN STREET (U.S. HWY. ROUTE 20A), LOCATED AT THE WEST
 NC1144'END OF THE VILLAGE OF EAST AURORA, GO NORTHWEST ON ROUTE
 NC1144'16 AND 78 FOR 0.55 MILES TO THE JUNCTION OF BOWEN ROAD.  TURN
 NC1144'RIGHT AND GO NORTHWEST ON BOWEN ROAD FOR 0.3 MILES AND THE
 NC1144'STATION MARK ON THE RIGHT WHICH IS APPROXIMATELY 250 FEET NORTH
 NC1144'OF THE CENTERLINE OF HILLCREST ST.
 NC1144'
 NC1144'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1144'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1144'AUR-ZIM-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1144'THE SAME.
 NC1144'
 NC1144'AZIMUTH SIGHTED TO THE NORTHWEST WAS THE CENTERLINE OF THE VENT
 NC1144'ON TOP OF THE ELMA TOWN WATER TANK WHICH IS LIGHT GREEN AND
 NC1144'LOCATED ON SENECA ST. AND BILLINGTON ROAD IN THE TOWN OF ELMA,
 NC1144'NEW YORK.
 NC1144'
 NC1144'DISTANCE AND DIRECTION FROM STATION
 NC1144'
 NC1144'RP-1 CENTER OF FIRE HYDRANT 67.7 FEET N
 NC1144'
 NC1144'RP-2 NORTHWEST CORNER OF HOUSE NO. 140 AT FOUNDATION 47.75
 NC1144'FEET NE
 NC1144'
 NC1144'RP-3 SOUTHWEST CORNER OF HOUSE NO. 140 AT FOUNDATION 36.3
 NC1144'FEET E
 NC1144'
 NC1144'RP-4 CENTERLINE OF GRAVEL DRIVEWAY 33.6 FEET S
 NC1144'
 NC1144'RP-5 CENTERLINE OF BOWEN ROAD 17.5 FEET W
 NC1144'
 NC1144'RP-6 NEAR EDGE OF POLE NO. NYSE G/517/350/NYT/12 45.2 FT. SW
 NC1144'
 NC1144'RP-7 NEAR EDGE OF 14 INCH MAPLE TREE 21.65 FEET S
 NC1144'
 NC1144'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1144'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1144'STAMPED AUR-ZIM-1 AZ. A 1973.
 NC1144'
 NC1144'TO REACH FROM AUR-ZIM-1, GO NORTH ON BOWEN ROAD FOR 0.3 MILES
 NC1144'AND THE STATION ON THE LEFT.
 NC1144'
 NC1144'DISTANCE AND DIRECTION FROM STATION
 NC1144'
 NC1144'RP-1 NEAR EDGE OF POLE NO. NYSE G/339/NYT/23 97.90 FEET SE
 NC1144'
 NC1144'RP-2 CENTERLINE OF BOWEN ROAD 16.55 FEET E
 NC1144'
 NC1144'RP-3 TOP CENTER AT WEST END OF CULVERT PIPE LOCATED ON WEST
 NC1144'SIDE OF ROAD 93.55 FEET S
 NC1144'
 NC1144'RP-4 FIRST TREE IN A LINE OF TREES ON EAST SIDE OF ROAD 68.5
 NC1144'FEET NE
 NC1144'
 NC1144'RP-5 CENTERLINE OF GRAVEL DRIVEWAY NEAR HOUSE NO. 410 118.6
 NC1144'FT. N
 NC1144'
 NC1144'RP-6 CHISELED CROSS IN CONCRETE 56.4 FEET NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1135 ***********************************************************************
 NC1135  DESIGNATION -  AUR ZIM 2
 NC1135  PID         -  NC1135
 NC1135  STATE/COUNTY-  NY/ERIE
 NC1135  USGS QUAD   -  ORCHARD PARK (1965)
 NC1135
 NC1135                         *CURRENT SURVEY CONTROL
 NC1135  ___________________________________________________________________
 NC1135* NAD 83(1996)-  42 46 31.28515(N)    078 39 23.74910(W)     ADJUSTED  
 NC1135* NAVD 88     -       291.     (meters)     955.     (feet)  VERTCON   
 NC1135  ___________________________________________________________________
 NC1135  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 NC1135  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NC1135
 NC1135  HORZ ORDER  -  SECOND
 NC1135
 NC1135.The horizontal coordinates were established by classical geodetic methods
 NC1135.and adjusted by the National Geodetic Survey in January 1999..
 NC1135
 NC1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1135
 NC1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1135
 NC1135.The geoid height was determined by GEOID03.
 NC1135
 NC1135;                    North         East     Units Scale Factor Converg.
 NC1135;SPC NY W     -   308,218.477   344,004.669   MT  0.99993794   -0 02 59.1
 NC1135;SPC NY W     - 1,011,213.45  1,128,621.98   sFT  0.99993794   -0 02 59.1
 NC1135;UTM  17      - 4,738,532.275   691,705.522   MT  1.00005215   +1 35 31.0
 NC1135
 NC1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1135!SPC NY W     -   0.99995981  x   0.99993794  =   0.99989776
 NC1135!UTM  17      -   0.99995981  x   1.00005215  =   1.00001196
 NC1135
 NC1135:                Primary Azimuth Mark                     Grid Az
 NC1135:SPC NY W     -  AUR ZIM 2 AZ MK A                        002 19 09.5
 NC1135:UTM  17      -  AUR ZIM 2 AZ MK A                        000 40 39.4
 NC1135
 NC1135|---------------------------------------------------------------------|
 NC1135| PID    Reference Object                     Distance      Geod. Az  |
 NC1135|                                                           dddmmss.s |
 NC1135| CZ9715 AUR ZIM 2 AZ MK A                                  0021610.4 |
 NC1135|---------------------------------------------------------------------|
 NC1135
 NC1135                          SUPERSEDED SURVEY CONTROL
 NC1135
 NC1135  NAD 83(1986)-  42 46 31.29146(N)    078 39 23.74581(W) AD(       ) 2
 NC1135  NAD 27      -  42 46 31.07672(N)    078 39 24.64860(W) AD(       ) 2
 NC1135  NGVD 29 (07/19/86)  291.     (m)          955.     (f) VERT ANG       
 NC1135
 NC1135.Superseded values are not recommended for survey control.
 NC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1135.See file dsdata.txt to determine how the superseded data were derived.
 NC1135
 NC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9170638532(NAD 83)
 NC1135_MARKER: DD = SURVEY DISK
 NC1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1135
 NC1135  HISTORY     - Date     Condition        Report By
 NC1135  HISTORY     - 1973     MONUMENTED       NY-029
 NC1135
 NC1135                          STATION DESCRIPTION
 NC1135
 NC1135'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1135'STATION IS LOCATED IN THE TOWN OF AURORA ABOUT 1.0 MILE DUE WEST
 NC1135'OF THE NORTHWEST EAST AURORA VILLAGE LINE JUNCTION.  IT IS
 NC1135'ALSO 0.5 MILES SOUTH OF THE AURORA-ELMA TOWN LINE AND JUST
 NC1135'NORTH OF THE GROUNDS OF THE ST. JOHN VIANNEY SEMINARY.
 NC1135'
 NC1135'TO REACH FROM THE TRAFFIC CIRCLE JUNCTION OF STATE HWY ROUTES
 NC1135'16, 78 AND MAIN ST. (U.S. HWY ROUTE 20A), LOCATED AT THE WEST
 NC1135'END OF THE VILLAGE OF EAST AURORA, GO NORTHWEST APPROXIMATELY
 NC1135'200 FEET TO THE JUNCTION OF KNOX ROAD.  TURN LEFT AND GO WEST
 NC1135'AND THEN NORTH ON KNOX ROAD FOR 1.85 MILES AND THE STATION MARK
 NC1135'ON THE LEFT.
 NC1135'
 NC1135'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1135'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1135'STAMPED AUR-ZIM-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1135'STAMPED THE SAME.
 NC1135'
 NC1135'AZIMUTH SIGHTED TO THE NORTHEAST WAS THE CENTERLINE OF THE VENT
 NC1135'ON TOP OF THE ELMA TOWN WATER TANK WHICH IS LIGHT GREEN AND
 NC1135'LOCATED ON SENECA ST. AND BILLINGTON ROAD IN THE TOWN OF ELMA,
 NC1135'NEW YORK.
 NC1135'
 NC1135'DISTANCE AND DIRECTION FROM STATION
 NC1135'
 NC1135'RP-1 POINT OF MEETING OF EAST EDGE OF KNOX ROAD PAVING WITH
 NC1135'NORTH EDGE OF BLACKTOP PAVING OF DRIVEWAY TO HOUSE NO. 816 121.7
 NC1135'FEET SE
 NC1135'
 NC1135'RP-2 EXTENDED CENTERLINE OF BLACKTOP DRIVEWAY TO HOUSE
 NC1135'NO. 816 139.05 FEET S
 NC1135'
 NC1135'RP-3 NEAR EDGE OF POLE NO. NYSE G/916/15 12.1 FEET NW
 NC1135'
 NC1135'RP-4 CENTERLINE OF KNOX ROAD 14.6 FEET E
 NC1135'
 NC1135'RP-5 THIRD TREE NORTH OF BLACKTOP DRIVEWAY TO HOUSE NO. 816
 NC1135'(TREE HAS Y SHAPED TRUNK AND IS LOCATED ON EAST SIDE OF ROAD 113.3
 NC1135'FEET SE
 NC1135'
 NC1135'RP-6 CENTERLINE JUNCTION WILLARDSHIRE ROAD 0.2 MILES N
 NC1135'
 NC1135'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1135'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1135'STAMPED AUR-ZIM-2 AZ. A 1973.
 NC1135'
 NC1135'TO REACH FROM AUR-ZIM-2, GO NORTH ON KNOX ROAD FOR 0.2 MILES
 NC1135'TO THE JUNCTION OF WILLIARDSHIRE ROAD AND THE STATION LOCATED ON
 NC1135'THE NORTH SIDE OF WILLARDSHIRE ROAD.
 NC1135'
 NC1135'DISTANCE AND DIRECTION FROM STATION
 NC1135'
 NC1135'RP-1 NORTHWEST CORNER OF HEADWALL LOCATED ON EAST SIDE OF
 NC1135'KNOX ROAD 271.7 FEET S
 NC1135'
 NC1135'RP-2 NEAR EDGE OF POLE NO. 14/NYT/431 68.15 FEET SW
 NC1135'
 NC1135'RP-3 PK NAIL IN THE CENTERLINE OF THE INTERSECTION 21.9 FEET SW
 NC1135'
 NC1135'RP-4 NEAR EDGE OF POLE NO. NYSEG/1864/AUR-4-E/431-1 32.25 FT. W
 NC1135'
 NC1135'RP-5 CENTERLINE OF WILLIARDSHIRE ROAD 19.5 FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1098 ***********************************************************************
 NC1098  DESIGNATION -  AURORA
 NC1098  PID         -  NC1098
 NC1098  STATE/COUNTY-  NY/ERIE
 NC1098  USGS QUAD   -  EAST AURORA (1965)
 NC1098
 NC1098                         *CURRENT SURVEY CONTROL
 NC1098  ___________________________________________________________________
 NC1098* NAD 83(1996)-  42 46 24.75777(N)    078 36 29.87394(W)     ADJUSTED  
 NC1098* NAVD 88     -       290.2    (meters)     952.     (feet)  VERTCON   
 NC1098  ___________________________________________________________________
 NC1098  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 NC1098  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NC1098
 NC1098  HORZ ORDER  -  FIRST
 NC1098
 NC1098.The horizontal coordinates were established by classical geodetic methods
 NC1098.and adjusted by the National Geodetic Survey in January 1999..
 NC1098
 NC1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1098
 NC1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1098
 NC1098.The geoid height was determined by GEOID03.
 NC1098
 NC1098;                    North         East     Units Scale Factor Converg.
 NC1098;SPC NY W     -   308,014.767   347,956.999   MT  0.99993755   -0 01 01.0
 NC1098;SPC NY W     - 1,010,545.11  1,141,588.92   sFT  0.99993755   -0 01 01.0
 NC1098;UTM  17      - 4,738,441.868   695,662.556   MT  1.00007102   +1 37 29.0
 NC1098
 NC1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1098!SPC NY W     -   0.99995989  x   0.99993755  =   0.99989745
 NC1098!UTM  17      -   0.99995989  x   1.00007102  =   1.00003091
 NC1098
 NC1098|---------------------------------------------------------------------|
 NC1098| PID    Reference Object                     Distance      Geod. Az  |
 NC1098|                                                           dddmmss.s |
 NC1098| CZ9720 AURORA RM 4                          10.716 METERS 02159     |
 NC1098| CZ9717 AURORA RM 1                          78.242 METERS 21917     |
 NC1098| CZ9719 AURORA RM 3                          10.097 METERS 22651     |
 NC1098| CZ9716 AURORA AZ MK                                       2290111.8 |
 NC1098| CZ9718 AURORA RM 2                          59.372 METERS 29616     |
 NC1098|---------------------------------------------------------------------|
 NC1098
 NC1098                          SUPERSEDED SURVEY CONTROL
 NC1098
 NC1098  NAD 83(1986)-  42 46 24.76414(N)    078 36 29.87060(W) AD(       ) 1
 NC1098  NAD 27      -  42 46 24.54884(N)    078 36 30.77942(W) AD(       ) 1
 NC1098  NGVD 29 (07/19/86)  290.4    (m)          953.     (f) VERT ANG       
 NC1098
 NC1098.Superseded values are not recommended for survey control.
 NC1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1098.See file dsdata.txt to determine how the superseded data were derived.
 NC1098
 NC1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9566338442(NAD 83)
 NC1098_MARKER: DS = TRIANGULATION STATION DISK
 NC1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1098
 NC1098  HISTORY     - Date     Condition        Report By
 NC1098  HISTORY     - 1939     MONUMENTED       CGS
 NC1098  HISTORY     - 1973     GOOD             NGS
 NC1098
 NC1098                          STATION DESCRIPTION
 NC1098
 NC1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC1098'STATION IS LOCATED IN THE NORTH PART OF EAST AURORA ON A
 NC1098'PROMINENT KNOLL ON THE PROPERTY OF JOHN MARSHALL.  IT IS ABOUT
 NC1098'100 YARDS NORTHWEST OF THE JUNCTION OF PINE STREET AND
 NC1098'PORTERVILLE ROAD, AND ABOUT 200 FEET NORTH OF THE RESIDENCE OF
 NC1098'MR. MARSHALL.  A 4 X 4-INCH WOODEN POST PAINTED WHITE AND
 NC1098'STAMPED U.S. TRIANGULATION WAS SET AT THE STATION.
 NC1098'
 NC1098'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NC1098'BRONZE DISKS SET IN CONCRETE.
 NC1098'
 NC1098'REFERENCE MARK NO.1 IS ABOUT 10 FEET LOWER THAN THE STATION, ON
 NC1098'THE EDGE OF A RISE OF GROUND JUST SOUTH OF A GARDEN.  IT IS
 NC1098'ABOUT 125 FEET NORTHWEST OF AN OLD STONE AND WOOD HOUSE.
 NC1098'
 NC1098'REFERENCE MARK NO.2 IS ABOUT 10 FEET LOWER THAN THE STATION AND
 NC1098'IS 3 FEET SOUTH OF A GROVE OF SMALL TREES.
 NC1098'
 NC1098'THE AZIMUTH MARK IS IN THE EAST END OF THE NORTH ABUTMENT OF A
 NC1098'RAILROAD BRIDGE (PENNSYLVANIA R.R.) WHICH IS ABOUT 100 FEET
 NC1098'NORTH OF A WOODEN WATER TANK.  IT IS ABOUT 1 METER LOWER THAN
 NC1098'THE TRACKS.
 NC1098'
 NC1098'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 NC1098
 NC1098                          STATION RECOVERY (1973)
 NC1098
 NC1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1098'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE
 NC1098'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO LAND OWNERS
 NC1098'REQUEST NO TREES COULD BE CUT SO NO MEASUREMENT OR DIRECTIONS
 NC1098'WERE TAKEN ON REFERENCE MARK 2 AND AZIMUTH MARK AT THIS
 NC1098'TIME.  NEW REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 NC1098'TIME.  DUE TO VARIOUS CHANGES A COMPLETE AND NEW DESCRIPTION
 NC1098'FOLLOWS.
 NC1098'
 NC1098'THE STATION IS LOCATED ABOUT 6 MILES EAST OF ORCHARD PARK, IN
 NC1098'THE NORTH EDGE OF EAST AURORA AND ON THE PROPERTY OWNED BY
 NC1098'FISHER PRICE TOYS.
 NC1098'
 NC1098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20A AND
 NC1098'STATE HIGHWAYS 16 AND 78 IN EAST AURORA, GO NORTH ON PINE STREET
 NC1098'FOR 0.4 MILE TO A DRIVE WAY LEFT JUST BEFORE REACHING A Y
 NC1098'FORK.  TURN LEFT AND GO WEST ON A DIRT DRIVE WAY FOR 0.05 MILE
 NC1098'TO THE STATION ON THE RIGHT AT THE TOP OF A SMALL HILL AS
 NC1098'DESCRIBED.
 NC1098'
 NC1098'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED AURORA
 NC1098'1939.  THE SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 NC1098'MONUMENT THAT PROJECTS 4 INCHES.  THEY ARE 129 FEET NORTHEAST OF
 NC1098'THE CENTER OF THE DIRT DRIVE WAY, 34 FEET EAST OF A 12-INCH PINE
 NC1098'TREE, 20 FEET WEST OF A TWIN TRUNK TREE AND 3.6 FEET SOUTHWEST
 NC1098'OF A METAL WITNESS POST.
 NC1098'
 NC1098'REFERENCE MARK 2, STAMPED AURORA NO 2 1939 IS A STANDARD DISK
 NC1098'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 NC1098'INCHES.  IT IS ABOUT 10 FEET LOWER THAN THE STATION AND 3 FEET
 NC1098'SOUTH OF A GROVE OF TREES.
 NC1098'
 NC1098'REFERENCE MARK 3, STAMPED AURORA 1939 NO 3 1973 IS A STANDARD
 NC1098'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 NC1098'WITH THE GROUND.  IT IS 33 FEET SOUTHEAST OF A TWIN TRUNK TREE,
 NC1098'24 FEET SOUTH OF A TWIN TRUNK TREE AND 1.5 FEET NORTHEAST OF A
 NC1098'6-INCH PINE TREE.
 NC1098'
 NC1098'REFERENCE MARK 4, STAMPED AURORA 1939 NO 4 1973 IS A STANDARD
 NC1098'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 NC1098'WITH THE GROUND.  IT IS 54 FEET NORTHWEST OF A TWIN TRUNK TREE,
 NC1098'25 FEET NORTH OF A 10-INCH PINE TREE, 10 FEET EAST OF A 10-INCH
 NC1098'PINE TREE AND 2 FEET NORTH OF A 12-INCH PINE TREE.
 NC1098'
 NC1098'AZIMUTH MARK, STAMPED AURORA 1939 IS A STANDARD DISK CEMENTED
 NC1098'IN A DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT IN THE NORTHEAST
 NC1098'CORNER.  IT IS 9 FEET EAST OF THE EAST RAIL OF RAILROAD
 NC1098'TRACKS.
 NC1098'
 NC1098'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE DIRT
 NC1098'DRIVE FOR 0.05 MILE TO A T INTERSECTION.  TURN RIGHT AND GO
 NC1098'SOUTH ON PINE STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 NC1098'RIGHT AND GO WESTERLY ON GIRARD AVENUE FOR 0.35 MILE TO A CROSS
 NC1098'ROAD.  TURN LEFT AND GO SOUTH ON WHALEY AVENUE FOR 0.1 MILE TO A
 NC1098'SIDE ROAD RIGHT AND AZIMUTH MARK ON THE LEFT.  ABOUT 100 YARDS
 NC1098'EAST OF THE INTERSECTION OF WHALEY AVENUE AND RIDGE AVENUE AS
 NC1098'DESCRIBED.
 NC1098'
 NC1098'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH AND TREES
 NC1098'ON LINE.
 NC1098'
 NC1098'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 NC1098'
 NC1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1098'IN THE NORTH EDGE OF EAST AURORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2612 ***********************************************************************
 KU2612  DESIGNATION -  AUSTIN
 KU2612  PID         -  KU2612
 KU2612  STATE/COUNTY-  NY/SUFFOLK
 KU2612  USGS QUAD   -  GREENLAWN (1979)
 KU2612
 KU2612                         *CURRENT SURVEY CONTROL
 KU2612  ___________________________________________________________________
 KU2612* NAD 83(1996)-  40 49 26.23743(N)    073 18 57.61437(W)     ADJUSTED  
 KU2612* NAVD 88     -        83.42   (+/-2cm)     273.7    (feet)  VERTCON   
 KU2612  ___________________________________________________________________
 KU2612  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KU2612  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KU2612
 KU2612  HORZ ORDER  -  FIRST
 KU2612  VERT ORDER  -  THIRD ? (See Below)
 KU2612
 KU2612.The horizontal coordinates were established by classical geodetic methods
 KU2612.and adjusted by the National Geodetic Survey in January 1999..
 KU2612
 KU2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2612.The vertical order pertains to the NGVD 29 superseded value.
 KU2612
 KU2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2612
 KU2612.The geoid height was determined by GEOID03.
 KU2612
 KU2612;                    North         East     Units Scale Factor Converg.
 KU2612;SPC NY L     -    73,214.709   357,700.103   MT  0.99999500   +0 26 50.6
 KU2612;SPC NY L     -   240,205.26  1,173,554.42   sFT  0.99999500   +0 26 50.6
 KU2612;UTM  18      - 4,520,579.152   642,005.813   MT  0.99984821   +1 06 03.9
 KU2612
 KU2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2612!SPC NY L     -   0.99999174  x   0.99999500  =   0.99998674
 KU2612!UTM  18      -   0.99999174  x   0.99984821  =   0.99983995
 KU2612
 KU2612|---------------------------------------------------------------------|
 KU2612| PID    Reference Object                     Distance      Geod. Az  |
 KU2612|                                                           dddmmss.s |
 KU2612| CB6587 AUSTIN RM 5                           9.614 METERS 03835     |
 KU2612| CB6583 AUSTIN RM 1                          24.008 METERS 06958     |
 KU2612| CB6586 AUSTIN RM 4                          14.370 METERS 10842     |
 KU2612| CB6584 AUSTIN RM 2                          26.707 METERS 15437     |
 KU2612| CB6585 AUSTIN RM 3 AZIMUTH                                1642251.4 |
 KU2612| CB6040 FIREPLUG                             26.010 METERS 33536     |
 KU2612|---------------------------------------------------------------------|
 KU2612
 KU2612                          SUPERSEDED SURVEY CONTROL
 KU2612
 KU2612  NAD 83(1996)-  40 49 26.23971(N)    073 18 57.61362(W) AD(       ) 1
 KU2612  NAD 83(1992)-  40 49 26.23902(N)    073 18 57.61275(W) AD(       ) 1
 KU2612  NAD 83(1986)-  40 49 26.24115(N)    073 18 57.61462(W) AD(       ) 1
 KU2612  NAD 27      -  40 49 25.89049(N)    073 18 59.18929(W) AD(       ) 1
 KU2612  NGVD 29 (07/19/86)   83.74   (m)          274.7    (f) LEVELING    3  
 KU2612
 KU2612.Superseded values are not recommended for survey control.
 KU2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2612.See file dsdata.txt to determine how the superseded data were derived.
 KU2612
 KU2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4200620579(NAD 83)
 KU2612_MARKER: DS = TRIANGULATION STATION DISK
 KU2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2612
 KU2612  HISTORY     - Date     Condition        Report By
 KU2612  HISTORY     - 1967     MONUMENTED       CGS
 KU2612  HISTORY     - 1970     GOOD             NGS
 KU2612  HISTORY     - 1978     GOOD             NGS
 KU2612  HISTORY     - 20000617 POOR             LOCENG
 KU2612
 KU2612                          STATION DESCRIPTION
 KU2612
 KU2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2612'THE STATION IS LOCATED ON A TIMBERED HILL OWNED BY THE LONG ISLAND
 KU2612'LIGHTING COMPANY.  IT IS ABOUT 1-3/4 MILES SOUTHWEST OF COMMACK,
 KU2612'0.4 MILE NORTHWEST OF THE VANDERBILT PARKWAY, 1/4 MILE SOUTH OF
 KU2612'THE NORTHERN STATE PARKWAY AND JUST NORTH OF A POWER LINE JUNCTION.
 KU2612'
 KU2612'TO REACH THE STATION FROM THE JUNCTION OF THE LONG ISLAND
 KU2612'EXPRESSWAY (U.S. HIGHWAY 495, EXIT 52) AND COMMACK ROAD, GO NORTH
 KU2612'ON COMMACK ROAD FOR 0.85 MILE TO A CROSSROAD.  TURN LEFT AND GO IN
 KU2612'A WESTERLY DIRECTION ON THE VANDERBILT PARKWAY FOR 1.1 MILES TO A
 KU2612'TRACK ROAD RIGHT JUST EAST OF WHERE A POWER LINE CROSSES THE
 KU2612'VANDERBILT PARKWAY.  TURN RIGHT AND GO NORTHWEST ON THE TRACK ROAD
 KU2612'FOR 0.05 MILE TO THE POWER LINE.  TURN RIGHT AND FOLLOW THE TRACK
 KU2612'ROAD ALONG THE EAST SIDE OF THE POWER LINE FOR 0.2 MILE, NORTH, TO
 KU2612'POWER LINE TOWER NUMBER 102 AND REFERENCE MARK 3 ON THE LEFT.
 KU2612'CONTINUE NORTH ON THE TRACK ROAD FOR 0.15 MILE TO THE POWER LINE
 KU2612'JUNCTION (TOWER NUMBER 100).  CONTINUE NORTH, CROSSING THE POWER
 KU2612'LINE CLEARING, FOR ABOUT 65 YARDS TO THE STATION AS DESCRIBED.
 KU2612'
 KU2612'THE STATION MARK IS A STANDARD DISK STAMPED AUSTIN 1966, SET IN
 KU2612'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2
 KU2612'INCHES ABOVE THE GROUND SURFACE.  IT IS 189.8 FEET NORTH OF THE
 KU2612'NORTH LEG OF TOWER NUMBER 100, 81 FEET WEST OF A METAL WITNESS
 KU2612'POST SET NEAR REFERENCE MARK 1 AND 55 FEET NORTHWEST OF WEST EDGE
 KU2612'OF THE POWER LINE CLEARING.
 KU2612'
 KU2612'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AUSTIN NO 1 1966, SET
 KU2612'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 KU2612'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET NORTHWEST OF THE
 KU2612'WEST EDGE OF THE POWER LINE CLEARING, 2.0 FEET WEST OF THE METAL
 KU2612'WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 KU2612'
 KU2612'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AUSTIN NO 2 1966, SET
 KU2612'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KU2612'THE GROUND SURFACE.  IT IS 114 FEET SOUTHWEST OF THE METAL WITNESS
 KU2612'POST NEAR REFERENCE MARK 1, 102.2 FEET NORTH OF THE NORTH LEG OF
 KU2612'TOWER NUMBER 100, 16.5 FEET SOUTHEAST OF THE WEST EDGE OF THE
 KU2612'POWER LINE CLEARING AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 KU2612'
 KU2612'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD REFERENCE MARK DISK
 KU2612'STAMPED AUSTIN NO 3 1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KU2612'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.
 KU2612'IT IS 25.5 FEET WEST OF THE CENTER OF THE TRACK ROAD, 2.6 FEET
 KU2612'NORTHWEST OF THE NORTHWEST LEG OF TOWER NUMBER 102 AND 2.0 FEET
 KU2612'WEST OF A METAL WITNESS POST.  NOTE--THE STATION WAS BUILT IN 1966
 KU2612'AND OCCUPIED IN 1967.
 KU2612'
 KU2612'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 KU2612
 KU2612                          STATION RECOVERY (1970)
 KU2612
 KU2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KU2612'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 KU2612'RM NO. 1 WAS IN THE WAY OF A NEW SUBDIVISION STREET, SO WAS
 KU2612'REMOVED AT REQUEST OF CONTRACTOR, AND A NEW REFERENCE MARK, NO. 4,
 KU2612'WAS ESTABLISHED.  DISTANCE AND ANGLE TO RM NO. 2 CHECKED CLOSELY.
 KU2612'A COMPLETE DESCRIPTION FOLLOWS--
 KU2612'
 KU2612'STATION IS LOCATED IN TIMBERED AREA AT EAST SIDE OF THE WHITE OAK
 KU2612'SUBDIVISION, ON PROPERTY OF THE LONG ISLAND LIGHTING COMPANY, JUST
 KU2612'NORTH OF POINT WHERE A POWER LINE COMES UP FROM THE SOUTH AND
 KU2612'ANGLES NORTHEAST, PARALLEL WITH ANOTHER, SOUTHWEST-NORTHEAST POWER
 KU2612'LINE.
 KU2612'
 KU2612'TO REACH STATION FROM EXIT 52 OF U.S. HIGHWAY 495, GO NORTH ON
 KU2612'COMMACK RD. 0.85 MILE.  TURN LEFT AND GO WEST ON VANDERBILT
 KU2612'PARKWAY 1.25 MILES TO ENTRANCE TO WHITE OAK SUBDIVISION.  GO
 KU2612'RIGHT ON PEWTER PL. FOR 0.1 MILE.  GO RIGHT ON COBBLERS LA. FOR
 KU2612'0.35 MILE TO POWER LINE CROSSING.  GO RIGHT ALONG POWER LINE FOR
 KU2612'0.1 MILE TO STATION ON LEFT.
 KU2612'
 KU2612'STATION MARK IS A STANDARD DISK STAMPED AUSTIN 1966, SET IN THE
 KU2612'TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 3 INCHES.
 KU2612'IT IS 92 FEET NORTH OF THE SOUTHWEST-NORTHEAST POWER LINE, 188
 KU2612'FEET NORTH-NORTHWEST OF THE END TOWER OF THE NORTH-SOUTH POWER
 KU2612'LINE, 67 FEET SOUTHWEST OF CENTER LINE OF NEW SUBDIVISION STREET,
 KU2612'85.3 FEET SOUTH-SOUTHEAST OF A FIREPLUG, AND 2 FEET SOUTHWEST OF A
 KU2612'METAL WITNESS POST.
 KU2612'
 KU2612'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AUSTIN NO 2
 KU2612'1966, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT
 KU2612'FLUSH WITH GROUND.  IT IS 102 FEET NORTHWEST OF NORTH LEG OF POWER
 KU2612'LINE TOWER, 3 FEET NORTH OF EDGE OF TRACK ROAD AND 1.6 FEET LOWER
 KU2612'THAN STATION MARK.
 KU2612'
 KU2612'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED AUSTIN 1967
 KU2612'NO 4 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 KU2612'PROJECTING 2 INCHES FROM GROUND.  IT IS 10 FEET NORTH-NORTHWEST OF
 KU2612'EDGE OF SMALL CUTBANK, 31 FEET NORTH-NORTHWEST OF CENTER LINE OF
 KU2612'TRACK ROAD AND 0.2 FOOT LOWER THAN STATION MARK.
 KU2612'
 KU2612'REFERENCE MARK NUMBER THREE IS A STANDARD REFERENCE MARK DISK
 KU2612'STAMPED AUSTIN NO 3 1966, SET IN THE TOP OF A 12-INCH-DIAMETER,
 KU2612'CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 3 FEET
 KU2612'NORTHWEST OF NORTH LEG OF THIRD POWER LINE TOWER SOUTH FROM
 KU2612'STATION AND 2 FEET WEST OF A METAL WITNESS POST.
 KU2612'
 KU2612'DISTANCE FROM RM NO. 2 TO RM NO. 4 IS 19.652 METERS (64.477 FEET).
 KU2612'
 KU2612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-3/4 MILES
 KU2612'SOUTHWEST OF COMMACK.
 KU2612
 KU2612                          STATION RECOVERY (1978)
 KU2612
 KU2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2612'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 KU2612'CONDITION.  REFERENCE MARK 2 WAS DESTROYED WHEN GRADING WAS DONE ALONG
 KU2612'THE POWERLINE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 4
 KU2612'CHECKED.  REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.  A NEW
 KU2612'DESCRIPTION FOLLOWS.
 KU2612'
 KU2612'THE STATION IS LOCATED ABOUT 1.75 MILES SOUTHWEST OF COMMACK, 0.4
 KU2612'MILE NORTHWEST OF THE VANDERBILT PARKWAY, ON PROPERTY OWNED BY THE
 KU2612'LONG ISLAND LIGHTING COMPANY AND IN A WOODED AREA IN THE WHITE OAK
 KU2612'SUBDIVISION.
 KU2612'
 KU2612'TO REACH THE STATION FROM EXIT 52 ON THE LONG ISLAND EXPRESSWAY, GO
 KU2612'NORTH ON COMMACK ROAD FOR 0.85 MILE TO A CROSSROAD.  TURN LEFT AND GO
 KU2612'WEST ON VANDERBILT PARKWAY FOR 1.25 MILES TO A SIDE ROAD RIGHT.  TURN
 KU2612'RIGHT AND GO NORTH ON PEWTER PLACE FOR 0.1 MILE TO A T-ROAD.  TURN
 KU2612'RIGHT AND FOLLOW COBBLERS LANE FOR 0.45 MILE TO A T-ROAD.  TURN RIGHT
 KU2612'AND FOLLOW WAGONWHEEL LANE FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT
 KU2612'AND GO SOUTHEAST ON HEARTHSTONE DRIVE FOR 0.1 MILE TO THE STATION ON
 KU2612'THE RIGHT.
 KU2612'
 KU2612'THE STATION MARK STAMPED---AUSTIN 1966---IS SET IN THE TOP OF A 12
 KU2612'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 KU2612'GROUND SURFACE.  IT IS 85 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT, 63
 KU2612'FEET SOUTHWEST OF THE CENTER OF HEARTHSTONE DRIVE AND 2 FEET SOUTHWEST
 KU2612'OF A METAL WITNESS POST.
 KU2612'
 KU2612'REFERENCE MARK 3 STAMPED---AUSTIN NO 3 1966---IS SET IN THE TOP OF
 KU2612'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 KU2612'THE GROUND SURFACE.  IT IS 3 FEET NORTHWEST OF THE NORTHWEST LEG OF
 KU2612'THE THIRD POWERLINE TOWER SOUTH OF THE STATION AND 2 FEET WEST OF A
 KU2612'METAL WITNESS POST.
 KU2612'
 KU2612'REFERENCE MARK 4 STAMPED---AUSTIN 196 NO 4 1970---IS SET IN THE TOP
 KU2612'OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 KU2612'ABOVE THE GROUND SURFACE.  IT IS 43 FEET SOUTHWEST OF THE CENTER OF
 KU2612'HEARTHSTONE DRIVE, 11 FEET NORTHWEST OF THE EDGE OF POWERLINE CLEARING
 KU2612'AND 5 FEET NORTHWEST OF A 18 INCH OAK TREE.
 KU2612'
 KU2612'REFERENCE MARK 5 STAMPED---AUSTIN 1967 NO 5 1978---IS SET IN THE TOP
 KU2612'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KU2612'GROUND.  IT IS 76.5 FEET SOUTHEAST OF THE FIRE HYDRANT, 31.5 FEET
 KU2612'SOUTHWEST OF THE CENTER OF HEARTHSTONE DRIVE AND 30 FEET
 KU2612'EAST-NORTHEAST OF THE METAL WITNESS POST.
 KU2612
 KU2612                          STATION RECOVERY (2000)
 KU2612
 KU2612'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU2612'STATION WAS RECOVERED IN POOR CONDITION,  AND RM4 AND RM5 RECOVERED IN
 KU2612'GOOD CONDITION AS DESCRIBED IN 1978. RM3 WAS NOT SEARCHED FOR. STATION
 KU2612'WAS APPARENTLY RECENTLY DAMAGED BY MECHANIZED BRUSH CLEARING ALONG THE
 KU2612'POWER LINE ROW. THE CONCRETE MASS HAD A FRESH CHIP ON SE SIDE AND AN
 KU2612'ADJACENT OPENING APPROXIMATELY 0.075 M BETWEEN THE MONUMENT AND
 KU2612'SURROUNDING SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3420 ***********************************************************************
 KU3420  DESIGNATION -  AUX 1919
 KU3420  PID         -  KU3420
 KU3420  STATE/COUNTY-  NY/QUEENS
 KU3420  USGS QUAD   -  CONEY ISLAND (1979)
 KU3420
 KU3420                         *CURRENT SURVEY CONTROL
 KU3420  ___________________________________________________________________
 KU3420* NAD 83(1996)-  40 33 33.33533(N)    073 53 25.40707(W)     ADJUSTED  
 KU3420* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3420  ___________________________________________________________________
 KU3420  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KU3420  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KU3420
 KU3420  HORZ ORDER  -  THIRD
 KU3420
 KU3420.The horizontal coordinates were established by classical geodetic methods
 KU3420.and adjusted by the National Geodetic Survey in January 1999..
 KU3420
 KU3420.The orthometric height was scaled from a topographic map.
 KU3420
 KU3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3420
 KU3420.The geoid height was determined by GEOID03.
 KU3420
 KU3420;                    North         East     Units Scale Factor Converg.
 KU3420;SPC NY L     -    43,601.413   309,283.211   MT  1.00000771   +0 04 18.1
 KU3420;SPC NY L     -   143,048.97  1,014,706.67   sFT  1.00000771   +0 04 18.1
 KU3420;UTM  18      - 4,490,424.110   593,939.599   MT  0.99970862   +0 43 17.6
 KU3420
 KU3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3420!SPC NY L     -   1.00000464  x   1.00000771  =   1.00001235
 KU3420!UTM  18      -   1.00000464  x   0.99970862  =   0.99971326
 KU3420
 KU3420:                Primary Azimuth Mark                     Grid Az
 KU3420:SPC NY L     -  OLD COAST GUARD TOWER                    031 19 14.1
 KU3420:UTM  18      -  OLD COAST GUARD TOWER                    030 40 14.6
 KU3420
 KU3420|---------------------------------------------------------------------|
 KU3420| PID    Reference Object                     Distance      Geod. Az  |
 KU3420|                                                           dddmmss.s |
 KU3420| KU3429 OLD COAST GUARD TOWER               APPROX. 1.1 KM 0312332.2 |
 KU3420| KU3417 BC                                  APPROX. 0.9 KM 0633417.6 |
 KU3420| KU3500 WEST FRONT RANGE 1919                53.822 METERS 25545     |
 KU3420| KU3458 BELFRY                              APPROX. 1.7 KM 2773530.8 |
 KU3420| KU3483 ROXBURY TANK                        APPROX. 0.8 KM 3532435.4 |
 KU3420|---------------------------------------------------------------------|
 KU3420
 KU3420                          SUPERSEDED SURVEY CONTROL
 KU3420
 KU3420  NAD 83(1986)-  40 33 33.33666(N)    073 53 25.40525(W) AD(       ) 3
 KU3420  NAD 27      -  40 33 32.95700(N)    073 53 26.91400(W) AD(       ) 3
 KU3420
 KU3420.Superseded values are not recommended for survey control.
 KU3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3420.See file dsdata.txt to determine how the superseded data were derived.
 KU3420
 KU3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9394090424(NAD 83)
 KU3420_MARKER: Z = SEE DESCRIPTION
 KU3420_SETTING: 0 = UNSPECIFIED SETTING
 KU3420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3420
 KU3420  HISTORY     - Date     Condition        Report By
 KU3420  HISTORY     - 1919     MONUMENTED       CGS
 KU3420  HISTORY     - 1927     SEE DESCRIPTION  CGS
 KU3420  HISTORY     - 1933     MARK NOT FOUND   CGS
 KU3420
 KU3420                          STATION DESCRIPTION
 KU3420
 KU3420'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CGQ)
 KU3420'ABOUT 1/2 MILE FROM COAST GUARD 92 ON THE BULKHEAD OR SEA WALL
 KU3420'ALONG THE S SHORE OF FORT TILDEN RESERVATION.  AT THE POINT
 KU3420'WHERE THE STATION IS LOCATED, A BULKHEAD PROJECTS AT RIGHT
 KU3420'ANGLES TO THE ONE PARALLEL TO THE BEACH AND INSHORE.  THE
 KU3420'STATION WAS LOCATED AT THE INTERSECTION OF THE TWO BULKHEADS.
 KU3420'
 KU3420'A STANDARD BRASS MARKER WAS DRIVEN INTO THE TOP OF THE WOODEN
 KU3420'BULKHEAD AS A MARK.  IT IS ABOUT 100 METERS W OF 106A AN ARMY
 KU3420'TRIANGULATION MARK CONSISTING OF AN 18-INCH IRON PIPE FILLED
 KU3420'WITH CEMENT AND AT THIS TIME EXPOSED 8 FEET ABOVE THE
 KU3420'SAND.  STATION IS 53.82 METERS FROM WEST FRONT RANGE.
 KU3420
 KU3420                          STATION RECOVERY (1927)
 KU3420
 KU3420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CDM)
 KU3420'THE HOLE IN THE BULKHEAD WAS RECOVERED.  A NEW DISK WAS REPLACED
 KU3420'IN THE HOLE TO RE-MARK THE STATION.
 KU3420
 KU3420                          STATION RECOVERY (1933)
 KU3420
 KU3420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3420'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1497 ***********************************************************************
 OD1497  DESIGNATION -  AVA
 OD1497  PID         -  OD1497
 OD1497  STATE/COUNTY-  NY/SARATOGA
 OD1497  USGS QUAD   -  FORT MILLER (1967)
 OD1497
 OD1497                         *CURRENT SURVEY CONTROL
 OD1497  ___________________________________________________________________
 OD1497* NAD 83(1996)-  43 10 38.76151(N)    073 36 48.86729(W)     ADJUSTED  
 OD1497* NAVD 88     -        79.5    (meters)     261.     (feet)  VERTCON   
 OD1497  ___________________________________________________________________
 OD1497  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 OD1497  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OD1497
 OD1497  HORZ ORDER  -  SECOND
 OD1497
 OD1497.The horizontal coordinates were established by classical geodetic methods
 OD1497.and adjusted by the National Geodetic Survey in January 1999..
 OD1497
 OD1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1497
 OD1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1497
 OD1497.The geoid height was determined by GEOID03.
 OD1497
 OD1497;                    North         East     Units Scale Factor Converg.
 OD1497;SPC NY E     -   482,763.341   222,064.665   MT  0.99996387   +0 36 23.7
 OD1497;SPC NY E     - 1,583,866.06    728,557.16   sFT  0.99996387   +0 36 23.7
 OD1497;UTM  18      - 4,781,451.766   612,680.286   MT  0.99975619   +0 56 55.6
 OD1497
 OD1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1497!SPC NY E     -   0.99999230  x   0.99996387  =   0.99995617
 OD1497!UTM  18      -   0.99999230  x   0.99975619  =   0.99974849
 OD1497
 OD1497:                Primary Azimuth Mark                     Grid Az
 OD1497:SPC NY E     -  AVA 1                                    178 41 04.9
 OD1497:UTM  18      -  AVA 1                                    178 20 33.0
 OD1497
 OD1497|---------------------------------------------------------------------|
 OD1497| PID    Reference Object                     Distance      Geod. Az  |
 OD1497|                                                           dddmmss.s |
 OD1497| DA2933 AVA 1                                              1791728.6 |
 OD1497| OD1492 ATD                                 321.578 METERS 34301     |
 OD1497|---------------------------------------------------------------------|
 OD1497
 OD1497                          SUPERSEDED SURVEY CONTROL
 OD1497
 OD1497  NAD 83(1996)-  43 10 38.76372(N)    073 36 48.86783(W) AD(       ) 2
 OD1497  NAD 83(1992)-  43 10 38.76435(N)    073 36 48.86768(W) AD(       ) 2
 OD1497  NAD 83(1986)-  43 10 38.76542(N)    073 36 48.86747(W) AD(       ) 2
 OD1497  NAD 27      -  43 10 38.49948(N)    073 36 50.45058(W) AD(       ) 2
 OD1497  NGVD 29 (07/19/86)   79.7    (m)          261.     (f) VERT ANG       
 OD1497
 OD1497.Superseded values are not recommended for survey control.
 OD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1497.See file dsdata.txt to determine how the superseded data were derived.
 OD1497
 OD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1268081452(NAD 83)
 OD1497_MARKER: DD = SURVEY DISK
 OD1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1497
 OD1497  HISTORY     - Date     Condition        Report By
 OD1497  HISTORY     - 1973     MONUMENTED       NY-091
 OD1497
 OD1497                          STATION DESCRIPTION
 OD1497
 OD1497'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1497'THE STATION IS LOCATED ABOUT 11.5 MILES NORTHEAST OF SARATOGA
 OD1497'SPRINGS, 2.5 MILES SOUTHEAST OF GANSEVOORT, 5.5 MILES NORTHWEST
 OD1497'OF SCHUYLERVILLE, IN THE TOWNSHIP OF NORTHUMBERLAND.
 OD1497'
 OD1497'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1497'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE INTERSECTION
 OD1497'OF STATE HIGHWAY 32, AND COUNTY HIGHWAY 32.  TURN LEFT AND GO
 OD1497'2.05 MILES SOUTHEAST ON STATE HIGHWAY 32, TO THE Y-ROAD
 OD1497'INTERSECTION OF STONE BRIDGE ROAD ON THE LEFT.  TURN LEFT AND GO
 OD1497'SOUTHEAST ON STONE BRIDGE ROAD FOR 0.40 MILE TO THE STATION ON
 OD1497'THE LEFT, JUST SOUTH OF THE INTERSECTION OF STONE BRIDGE ROAD
 OD1497'AND PURINTON ROAD.
 OD1497'
 OD1497'TO REACH AZIMUTH MARK, AVA-1 (SACGS), FROM THE STATION, CONTINUE
 OD1497'SOUTH ON STONE BRIDGE ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 OD1497'
 OD1497'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1497'SURVEY STAMPED AVA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1497'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW
 OD1497'THE GROUND.  IT IS LOCATED 68.1 FEET NORTHEAST OF AN UNMARKED
 OD1497'POWER POLE, SOUTHWEST OF INTERSECTION OF STONE BRIDGE ROAD AND
 OD1497'PURINTON ROAD, 89.0 FEET EAST OF RANGE LINE OFF EASTERLY SIDE OF
 OD1497'WHITE WOOD FRAME HOUSE NORTHWEST OF THE INTERSECTION, 101.9
 OD1497'FEET SOUTHEAST OF EASTERLY MOST END OF WHITE WOOD FENCE LINE,
 OD1497'64.4 FEET SOUTH OF POLE 720, NYT 105, NORTHEAST OF THE
 OD1497'INTERSECTION, 15.6 FEET SOUTH OF CENTERLINE OF PURINTON ROAD,
 OD1497'AND 39.9 FEET EAST OF CENTERLINE OF STONE BRIDGE ROAD.
 OD1497'
 OD1497'AZIMUTH MARK, AVA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1497'COUNTY GEODETIC SURVEY STAMPED AVA-1.  IT IS SET IN THE TOP OF
 OD1497'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1497'THE GROUND.  IT IS LOCATED 79.0 FEET WEST OF RANGE LINE OFF
 OD1497'WESTERLY SIDE OF GREEN AND WHITE HOUSE TRAILER, 120.4 FEET
 OD1497'NORTHWEST OF CENTER OF 3-FOOT HIGH TELEPHONE BOX, BOTH EAST OF
 OD1497'STONE BRIDGE ROAD, 133.8 FEET NORTH OF POLE NM 37, 51.0 FEET
 OD1497'EAST OF RANGE LINE OFF EASTERLY SIDE OF WHITE WOOD FRAME
 OD1497'HOUSE, 106.6 FEET SOUTH OF POLE NM 38, ALL WEST OF STONE
 OD1497'BRIDGE ROAD AND 14.0 FEET WEST OF CENTERLINE OF STONE BRIDGE
 OD1497'ROAD.
 OD1497'
 OD1497'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2684 ***********************************************************************
 OF2684  DESIGNATION -  AVALON
 OF2684  PID         -  OF2684
 OF2684  STATE/COUNTY-  NY/MONROE
 OF2684  USGS QUAD   -  ROCHESTER EAST (1978)
 OF2684
 OF2684                         *CURRENT SURVEY CONTROL
 OF2684  ___________________________________________________________________
 OF2684* NAD 83(1996)-  43 11 39.21520(N)    077 31 03.84829(W)     ADJUSTED  
 OF2684* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 OF2684  ___________________________________________________________________
 OF2684  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OF2684  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF2684
 OF2684  HORZ ORDER  -  THIRD
 OF2684
 OF2684.The horizontal coordinates were established by classical geodetic methods
 OF2684.and adjusted by the National Geodetic Survey in January 1999..
 OF2684
 OF2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2684
 OF2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2684
 OF2684.The geoid height was determined by GEOID03.
 OF2684
 OF2684;                    North         East     Units Scale Factor Converg.
 OF2684;SPC NY W     -   355,297.503   436,610.593   MT  1.00002975   +0 43 45.9
 OF2684;SPC NY W     - 1,165,671.89  1,432,446.59   sFT  1.00002975   +0 43 45.9
 OF2684;UTM  18      - 4,785,461.250   295,426.834   MT  1.00011485   -1 43 26.1
 OF2684
 OF2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2684!SPC NY W     -   0.99999367  x   1.00002975  =   1.00002342
 OF2684!UTM  18      -   0.99999367  x   1.00011485  =   1.00010852
 OF2684
 OF2684                          SUPERSEDED SURVEY CONTROL
 OF2684
 OF2684  NAD 83(1986)-  43 11 39.22269(N)    077 31 03.84847(W) AD(       ) 3
 OF2684  NGVD 29 (05/23/89)   76.3    (m)          250.     (f) VERT ANG       
 OF2684
 OF2684.Superseded values are not recommended for survey control.
 OF2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2684.See file dsdata.txt to determine how the superseded data were derived.
 OF2684
 OF2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9542785461(NAD 83)
 OF2684_MARKER: DD = SURVEY DISK
 OF2684_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OF2684_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OF2684_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OF2684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2684
 OF2684  HISTORY     - Date     Condition        Report By
 OF2684  HISTORY     - 1987     MONUMENTED       NOS
 OF2684
 OF2684                          STATION DESCRIPTION
 OF2684
 OF2684'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 OF2684'THE STATION IS LOCATED ON THE EASTERN SHORELINE OF IRONDEQUOIT BAY,
 OF2684'NEAR THE WEST WEBSTER AREA.
 OF2684'TO REACH THE STATION FROM HIGHWAY 104 BRIDGE, GO SOUTH FOR 1.4
 OF2684'MILES, THEN EAST FOR 0.3 MILE TO A RESIDENTIAL AREA.
 OF2684'
 OF2684'THE STATION IS A NOS ALUMINUM DISK STAMPED---AVALON 1987---,SET
 OF2684'INTO THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 OF2684'LOCATED IN THE YARD OF AN ABANDONED HOUSE NEAR THE WATER EDGE.
 OF2684'
 OF2684'HEIGHT OF LIGHT SHOWN WAS 1.500 METERS ABOVE THE MARK.
 OF2684'DESCRIBED BY A EBADIRAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1578 ***********************************************************************
 OD1578  DESIGNATION -  AVB
 OD1578  PID         -  OD1578
 OD1578  STATE/COUNTY-  NY/SARATOGA
 OD1578  USGS QUAD   -  GANSEVOORT (1968)
 OD1578
 OD1578                         *CURRENT SURVEY CONTROL
 OD1578  ___________________________________________________________________
 OD1578* NAD 83(1996)-  43 09 24.70145(N)    073 37 32.85311(W)     ADJUSTED  
 OD1578* NAVD 88     -        85.2    (meters)     280.     (feet)  VERTCON   
 OD1578  ___________________________________________________________________
 OD1578  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 OD1578  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OD1578
 OD1578  HORZ ORDER  -  SECOND
 OD1578
 OD1578.The horizontal coordinates were established by classical geodetic methods
 OD1578.and adjusted by the National Geodetic Survey in January 1999..
 OD1578
 OD1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1578
 OD1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1578
 OD1578.The geoid height was determined by GEOID03.
 OD1578
 OD1578;                    North         East     Units Scale Factor Converg.
 OD1578;SPC NY E     -   480,467.615   221,095.194   MT  0.99996216   +0 35 52.7
 OD1578;SPC NY E     - 1,576,334.17    725,376.48   sFT  0.99996216   +0 35 52.7
 OD1578;UTM  18      - 4,779,150.771   611,724.740   MT  0.99975355   +0 56 24.2
 OD1578
 OD1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1578!SPC NY E     -   0.99999141  x   0.99996216  =   0.99995357
 OD1578!UTM  18      -   0.99999141  x   0.99975355  =   0.99974496
 OD1578
 OD1578:                Primary Azimuth Mark                     Grid Az
 OD1578:SPC NY E     -  AVB 1                                    001 13 18.1
 OD1578:UTM  18      -  AVB 1                                    000 52 46.6
 OD1578
 OD1578|---------------------------------------------------------------------|
 OD1578| PID    Reference Object                     Distance      Geod. Az  |
 OD1578|                                                           dddmmss.s |
 OD1578| DA2934 AVB 1                                              0014910.8 |
 OD1578| OD1579 AVB A SACGS 1973                     22.480 METERS 03824     |
 OD1578| DA2935 AVB 2                                              1791646.5 |
 OD1578|---------------------------------------------------------------------|
 OD1578
 OD1578                          SUPERSEDED SURVEY CONTROL
 OD1578
 OD1578  NAD 83(1996)-  43 09 24.70370(N)    073 37 32.85378(W) AD(       ) 2
 OD1578  NAD 83(1992)-  43 09 24.70435(N)    073 37 32.85369(W) AD(       ) 2
 OD1578  NAD 83(1986)-  43 09 24.70534(N)    073 37 32.85343(W) AD(       ) 2
 OD1578  NAD 27      -  43 09 24.43879(N)    073 37 34.43502(W) AD(       ) 2
 OD1578  NGVD 29 (07/19/86)   85.4    (m)          280.     (f) VERT ANG       
 OD1578
 OD1578.Superseded values are not recommended for survey control.
 OD1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1578.See file dsdata.txt to determine how the superseded data were derived.
 OD1578
 OD1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1172579151(NAD 83)
 OD1578_MARKER: DD = SURVEY DISK
 OD1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1578
 OD1578  HISTORY     - Date     Condition        Report By
 OD1578  HISTORY     - 1973     MONUMENTED       NY-091
 OD1578
 OD1578                          STATION DESCRIPTION
 OD1578
 OD1578'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1578'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF GANSEVOORT,
 OD1578'10.0 MILES NORTHEAST OF SARATOGA, AND 4.5 MILES NORTHWEST OF
 OD1578'SCHUYLERVILLE, IN THE TOWNSHIP OF NORTHUMBERLAND.
 OD1578'
 OD1578'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1578'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO INTERSECTION OF
 OD1578'STATE HIGHWAY 32, AND COUNTY HIGHWAY 32.  TURN LEFT ON STATE
 OD1578'HIGHWAY 32 AND GO SOUTHEAST AND SOUTH FOR 3.7 MILES TO AZIMUTH
 OD1578'MARK, AVB-1 (SACGS), ON THE RIGHT.  CONTINUE SOUTH ON STATE
 OD1578'HIGHWAY 32, FOR 0.40 MILE TO THE STATION ON THE RIGHT.
 OD1578'
 OD1578'TO REACH AZIMUTH MARK, AVB-2 (SACGS), CONTINUE SOUTH ON STATE
 OD1578'HIGHWAY 32 FOR 0.20 MILE TO THE MARK ON THE LEFT.
 OD1578'
 OD1578'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1578'SURVEY STAMPED AVB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1578'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE
 OD1578'GROUND.  IT IS LOCATED SOUTHWEST OF THE INTERSECTION OF STATE
 OD1578'HIGHWAY 32, LINDSAY ROAD AND CALLAHAN ROAD, AND IS 62.7 FEET
 OD1578'SOUTHEAST OF POLE NYP 247, NORTHWEST OF INTERSECTION, 33.0 FEET
 OD1578'SOUTH OF CENTERLINE OF LINDSAY ROAD, 98.2 FEET SOUTHWEST OF
 OD1578'POLE 720, NYT 48, 94.0 FEET SOUTHWEST OF A 23-INCH MAPLE TREE,
 OD1578'ALL NORTHEAST OF THE INTERSECTION, AND 22.5 FEET WEST OF
 OD1578'CENTERLINE OF STATE HIGHWAY 32.  THE UNDERGROUND MARK IS
 OD1578'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OD1578'THE SURFACE.
 OD1578'
 OD1578'AZIMUTH MARK, AVB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1578'COUNTY GEODETIC SURVEY STAMPED AVB-1.  IT IS SET IN THE TOP OF A
 OD1578'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1578'GROUND.  IT IS LOCATED 64.5 FEET NORTHWEST OF POLE 59, EAST OF
 OD1578'STATE HIGHWAY 32, 50.0 FEET NORTH OF RANGE LINE OFF SOUTHERLY
 OD1578'SIDE OF A GRAY WOOD FRAME DWELLING, 21.0 FEET NORTHEAST OF
 OD1578'CENTER OF SOUTHERLY MOST 4-FEET HIGH GRANITE HITCHING POST, 66.4
 OD1578'FEET SOUTHEAST OF 30-INCH HEMLOCK TREE, 8.8 FEET SOUTHEAST OF
 OD1578'CENTER OF NORTHERLY MOST 4-FEET HIGH GRANITE HITCHING POST,
 OD1578'19.6 FEET SOUTH OF RANGE LINE OFF NORTHERLY SIDE OF THE GREY
 OD1578'WOOD FRAME DWELLING, ALL WEST OF STATE HIGHWAY 32, 31.0 FEET
 OD1578'SOUTH OF CENTERLINE OF DIRT DRIVE WEST OF STATE HIGHWAY
 OD1578'32 AND 16.9 FEET WEST OF CENTERLINE OF STATE HIGHWAY 32.
 OD1578'
 OD1578'AZIMUTH MARK, AVB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1578'COUNTY GEODETIC SURVEY STAMPED AVB-2.  IT IS SET IN THE TOP OF
 OD1578'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1578'GROUND.  IT IS LOCATED 10.2 FEET SOUTHWEST OF POLE NYT 41,
 OD1578'47.0 FEET NORTH OF RANGE LINE OFF NORTHERLY SIDE OF WHITE WOOD
 OD1578'FRAME HOUSE WEST OF STATE HIGHWAY 32, 110.7 FEET NORTHEAST OF
 OD1578'CENTERLINE OF CMP CULVERT PIPE, NORTH OF A CRUSHED STONE DRIVE,
 OD1578'104.5 FEET NORTHEAST OF POLE NYP 188, 97.5 FEET NORTHEAST OF A
 OD1578'38-INCH MAPLE TREE, 60.8 FEET NORTHEAST OF A 17-INCH WHITE
 OD1578'PINE TREE, ALL WEST OF STATE HIGHWAY 32, AND 18.0 FEET EAST OF
 OD1578'CENTERLINE OF STATE HIGHWAY 32.
 OD1578'
 OD1578'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1495 ***********************************************************************
 OD1495  DESIGNATION -  AVC
 OD1495  PID         -  OD1495
 OD1495  STATE/COUNTY-  NY/SARATOGA
 OD1495  USGS QUAD   -  FORT MILLER (1967)
 OD1495
 OD1495                         *CURRENT SURVEY CONTROL
 OD1495  ___________________________________________________________________
 OD1495* NAD 83(1996)-  43 08 09.96388(N)    073 36 52.32342(W)     ADJUSTED  
 OD1495* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 OD1495  ___________________________________________________________________
 OD1495  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OD1495  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 OD1495
 OD1495  HORZ ORDER  -  SECOND
 OD1495
 OD1495.The horizontal coordinates were established by classical geodetic methods
 OD1495.and adjusted by the National Geodetic Survey in January 1999..
 OD1495
 OD1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1495
 OD1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1495
 OD1495.The geoid height was determined by GEOID03.
 OD1495
 OD1495;                    North         East     Units Scale Factor Converg.
 OD1495;SPC NY E     -   478,171.052   222,035.154   MT  0.99996381   +0 36 19.6
 OD1495;SPC NY E     - 1,568,799.53    728,460.33   sFT  0.99996381   +0 36 19.6
 OD1495;UTM  18      - 4,776,860.336   612,678.193   MT  0.99975619   +0 56 50.6
 OD1495
 OD1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1495!SPC NY E     -   0.99999076  x   0.99996381  =   0.99995457
 OD1495!UTM  18      -   0.99999076  x   0.99975619  =   0.99974695
 OD1495
 OD1495|---------------------------------------------------------------------|
 OD1495| PID    Reference Object                     Distance      Geod. Az  |
 OD1495|                                                           dddmmss.s |
 OD1495| OD1496 AVC A SACGS 1973                     14.322 METERS 03826     |
 OD1495| DA2937 AVC 2                                              0855006.8 |
 OD1495| DA2936 AVC 1                                              2633302.5 |
 OD1495|---------------------------------------------------------------------|
 OD1495
 OD1495                          SUPERSEDED SURVEY CONTROL
 OD1495
 OD1495  NAD 83(1996)-  43 08 09.96609(N)    073 36 52.32421(W) AD(       ) 2
 OD1495  NAD 83(1992)-  43 08 09.96673(N)    073 36 52.32416(W) AD(       ) 2
 OD1495  NAD 83(1986)-  43 08 09.96781(N)    073 36 52.32381(W) AD(       ) 2
 OD1495  NAD 27      -  43 08 09.70060(N)    073 36 53.90712(W) AD(       ) 2
 OD1495  NGVD 29 (07/19/86)   89.6    (m)          294.     (f) VERT ANG       
 OD1495
 OD1495.Superseded values are not recommended for survey control.
 OD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1495.See file dsdata.txt to determine how the superseded data were derived.
 OD1495
 OD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1267876860(NAD 83)
 OD1495_MARKER: DD = SURVEY DISK
 OD1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1495
 OD1495  HISTORY     - Date     Condition        Report By
 OD1495  HISTORY     - 1973     MONUMENTED       NY-091
 OD1495
 OD1495                          STATION DESCRIPTION
 OD1495
 OD1495'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1495'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SARATOGA
 OD1495'SPRINGS, 4.5 MILES SOUTHEAST OF GANSEVOORT, AND 3.0 MILES
 OD1495'NORTHWEST OF SCHUYLERVILLE, IN THE TOWNSHIP OF NORTHUMBERLAND.
 OD1495'
 OD1495'TO REACH THE STATION FROM THE POST OFFICE IN GANSEVOORT, GO
 OD1495'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE INTERSECTION
 OD1495'OF STATE HIGHWAY 32, AND COUNTY HIGHWAY 32.  TURN LEFT AND GO
 OD1495'SOUTHEAST ON STATE HIGHWAY 32 FOR 5.7 MILES TO AZIMUTH MARK,
 OD1495'AVC-1 (SACGS), ON THE RIGHT, SOUTHWEST OF THE JUNCTION OF STATE
 OD1495'HIGHWAY 32 AND COUNTY HIGHWAY 40.  CONTINUE EAST ON STATE
 OD1495'HIGHWAY 32 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 OD1495'
 OD1495'TO REACH AZIMUTH MARK, AVC-2 (SACGS), FROM THE STATION,
 OD1495'CONTINUE EAST ON STATE HIGHWAY 32 FOR 0.10 MILE TO THE MARK ON
 OD1495'THE LEFT, AT THE Y-ROAD INTERSECTION OF WINNEY DRIVE.
 OD1495'
 OD1495'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1495'SURVEY STAMPED AVC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1495'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1495'GROUND.  IT IS LOCATED 6.3 FEET SOUTHWEST OF THE CENTERLINE OF A
 OD1495'CULVERT PIPE AT THE FACE OF A HEADWALL SOUTH OF STATE HIGHWAY
 OD1495'32, 29.5 FEET WEST OF A 43-INCH MAPLE TREE, 22.9 FEET WEST OF
 OD1495'RANGE LINE OFF EASTERLY SIDE OF WHITE WOOD FRAME GARAGE, 11.6
 OD1495'FEET WEST OF CENTERLINE OF DIRT DRIVEWAY LEADING TO SAID GARAGE,
 OD1495'ALL BEING SOUTH OF STATE HIGHWAY 32, 16.6 FEET SOUTHEAST OF
 OD1495'CENTERLINE OF CMP CULVERT PIPE SOUTH OF STATE HIGHWAY 32,
 OD1495'50.8 FEET SOUTHEAST OF POWER POLE 15, 42.2 FEET SOUTHEAST OF
 OD1495'CENTERLINE OF CMP CULVERT PIPE, BOTH BEING NORTH OF
 OD1495'STATE HIGHWAY 32, AND 22.6 FEET SOUTH OF CENTERLINE OF
 OD1495'STATE HIGHWAY 32.  THE UNDERGROUND MARK IS SET IN THE
 OD1495'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1495'SURFACE.
 OD1495'
 OD1495'AZIMUTH MARK, AVC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1495'COUNTY GEODETIC SURVEY STAMPED AVC-1.  IT IS SET IN THE TOP OF A
 OD1495'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1495'THE GROUND.  IT IS LOCATED 91.4 FEET WEST OF POWER POLE NYP
 OD1495'164, 80.2 FEET NORTHEAST OF RANGE LINE OFF NORTHERLY SIDE OF
 OD1495'RED BRICK HOUSE SOUTHWEST OF JUNCTION OF STATE HIGHWAY 32
 OD1495'AND COUNTY HIGHWAY 40, 9.0 FEET NORTHEAST OF RANGE LINE OFF
 OD1495'NORTHERLY SIDE OF BROWN ASBESTOS BRICK BARN, 99.1 FEET
 OD1495'NORTHEAST OF 40-INCH WILLOW TREE, 47.2 FEET SOUTHEAST OF RANGE
 OD1495'LINE OFF EASTERLY SIDE OF AFOREMENTIONED HOUSE, 53.7 FEET
 OD1495'SOUTHEAST OF CENTERLINE OF CMP CULVERT PIPE, ALL SOUTHWEST
 OD1495'OF SAID INTERSECTION, AND 18.8 FEET SOUTHWEST OF CENTERLINE OF
 OD1495'WESTERLY BRANCH OF COUNTY HIGHWAY 40.
 OD1495'
 OD1495'AZIMUTH MARK, AVC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1495'COUNTY GEODETIC SURVEY STAMPED AVC-2.  IT IS SET IN THE TOP OF A
 OD1495'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1495'GROUND.  IT IS LOCATED 23.6 FEET SOUTH OF CENTERLINE OF WINNEY
 OD1495'DRIVE, 80.1 FEET SOUTHWEST OF 36-INCH MAPLE TREE, 60.7 FEET
 OD1495'SOUTHWEST OF POWER POLE 151, 90.1 FEET SOUTHWEST OF 30-INCH
 OD1495'ASH TREE, ALL NORTH OF WINNEY DRIVE, 32.1 FEET SOUTHWEST OF
 OD1495'RANGE LINE OFF SOUTHERLY SIDE OF GRAY WOOD FRAME BARN
 OD1495'NORTHEAST OF STATE HIGHWAY 32, 113.2 FEET NORTHWEST OF POLE
 OD1495'730, NYT 68, SOUTHWEST OF STATE HIGHWAY 32, AND 21.7 FEET
 OD1495'NORTHEAST OF CENTERLINE OF STATE HIGHWAY 32
 OD1495'
 OD1495'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1825 ***********************************************************************
 OF1825  DESIGNATION -  AVENUE 1925
 OF1825  PID         -  OF1825
 OF1825  STATE/COUNTY-  NY/MONROE
 OF1825  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1825
 OF1825                         *CURRENT SURVEY CONTROL
 OF1825  ___________________________________________________________________
 OF1825* NAD 83(1996)-  43 10 49.45696(N)    077 35 57.28601(W)     ADJUSTED  
 OF1825* NAVD 88     -       148.3    (meters)     487.     (feet)  VERTCON   
 OF1825  ___________________________________________________________________
 OF1825  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 OF1825  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1825
 OF1825  HORZ ORDER  -  SECOND
 OF1825  VERT ORDER  -  THIRD ? (See Below)
 OF1825
 OF1825.The horizontal coordinates were established by classical geodetic methods
 OF1825.and adjusted by the National Geodetic Survey in January 1999..
 OF1825
 OF1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1825.The vertical order pertains to the NGVD 29 superseded value.
 OF1825
 OF1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1825
 OF1825.The geoid height was determined by GEOID03.
 OF1825
 OF1825;                    North         East     Units Scale Factor Converg.
 OF1825;SPC NY W     -   353,680.919   430,003.519   MT  1.00001621   +0 40 24.4
 OF1825;SPC NY W     - 1,160,368.15  1,410,769.88   sFT  1.00001621   +0 40 24.4
 OF1825;UTM  18      - 4,784,128.790   288,755.897   MT  1.00014898   -1 46 45.5
 OF1825
 OF1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1825!SPC NY W     -   0.99998234  x   1.00001621  =   0.99999855
 OF1825!UTM  18      -   0.99998234  x   1.00014898  =   1.00013132
 OF1825
 OF1825:                Primary Azimuth Mark                     Grid Az
 OF1825:SPC NY W     -  CLIFFORD 1925                            176 37 23.8
 OF1825:UTM  18      -  CLIFFORD 1925                            179 04 33.7
 OF1825
 OF1825|---------------------------------------------------------------------|
 OF1825| PID    Reference Object                     Distance      Geod. Az  |
 OF1825|                                                           dddmmss.s |
 OF1825| OF1778 CLIFFORD 1925                       APPROX. 0.6 KM 1771748.2 |
 OF1825| OF1822 SOBIESKI 1925                       433.104 METERS 3570939.5 |
 OF1825|---------------------------------------------------------------------|
 OF1825
 OF1825                          SUPERSEDED SURVEY CONTROL
 OF1825
 OF1825  NAD 83(1986)-  43 10 49.46461(N)    077 35 57.28553(W) AD(       ) 2
 OF1825  NAD 27      -  43 10 49.24000(N)    077 35 58.28300(W) AD(       ) 2
 OF1825  NGVD 29 (07/19/86)  148.4    (m)          487.     (f) LEVELING    3  
 OF1825
 OF1825.Superseded values are not recommended for survey control.
 OF1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1825.See file dsdata.txt to determine how the superseded data were derived.
 OF1825
 OF1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8875684129(NAD 83)
 OF1825
 OF1825  HISTORY     - Date     Condition        Report By
 OF1825  HISTORY     - 1925     MONUMENTED       CGS
 OF1825  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1825
 OF1825                          STATION DESCRIPTION
 OF1825
 OF1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1825'IN ROCHESTER, 1.62 METERS WEST OF THE WEST CURB OF HUDSON AVENUE,
 OF1825'0.18 METER EAST OF THE EAST EDGE OF THE SIDEWALK, 47.07 METERS
 OF1825'SOUTH OF THE SOUTH CURB OF AVENUE D, MEASURED ALONG THE EAST
 OF1825'EDGE OF THE SIDEWALK, 11.73 METERS SOUTHEAST OF THE NORTHEAST
 OF1825'CORNER OF A GREENHOUSE, AND 9.45 METERS NORTHEAST OF THE
 OF1825'SOUTHEAST CORNER OF A BARBER SHOP AT 847 HUDSON AVENUE, THIS
 OF1825'BUILDING BEING ATTACHED TO THE GREENHOUSE.  STATION IS SET AS
 OF1825'DESCRIBED IN NOTE C.
 OF1825
 OF1825                          STATION RECOVERY (1977)
 OF1825
 OF1825'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1825'AVENUE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3423 ***********************************************************************
 KU3423  DESIGNATION -  AVENUE U 1908
 KU3423  PID         -  KU3423
 KU3423  STATE/COUNTY-  NY/KINGS
 KU3423  USGS QUAD   -  CONEY ISLAND (1979)
 KU3423
 KU3423                         *CURRENT SURVEY CONTROL
 KU3423  ___________________________________________________________________
 KU3423* NAD 83(1996)-  40 36 22.87937(N)    073 55 41.06871(W)     ADJUSTED  
 KU3423* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3423  ___________________________________________________________________
 KU3423  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 KU3423  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KU3423
 KU3423  HORZ ORDER  -  SECOND
 KU3423
 KU3423.The horizontal coordinates were established by classical geodetic methods
 KU3423.and adjusted by the National Geodetic Survey in January 1999..
 KU3423
 KU3423.The orthometric height was scaled from a topographic map.
 KU3423
 KU3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3423
 KU3423.The geoid height was determined by GEOID03.
 KU3423
 KU3423;                    North         East     Units Scale Factor Converg.
 KU3423;SPC NY L     -    48,827.902   306,087.336   MT  1.00000390   +0 02 49.4
 KU3423;SPC NY L     -   160,196.21  1,004,221.53   sFT  1.00000390   +0 02 49.4
 KU3423;UTM  18      - 4,495,612.430   590,685.593   MT  0.99970123   +0 41 51.8
 KU3423
 KU3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3423!SPC NY L     -   1.00000445  x   1.00000390  =   1.00000835
 KU3423!UTM  18      -   1.00000445  x   0.99970123  =   0.99970568
 KU3423
 KU3423:                Primary Azimuth Mark                     Grid Az
 KU3423:SPC NY L     -  BERGEN BEACH SPIRE                       063 18 47.2
 KU3423:UTM  18      -  BERGEN BEACH SPIRE                       062 39 44.8
 KU3423
 KU3423|---------------------------------------------------------------------|
 KU3423| PID    Reference Object                     Distance      Geod. Az  |
 KU3423|                                                           dddmmss.s |
 KU3423| KU3494 BERGEN BEACH SPIRE                  APPROX. 2.9 KM 0632136.6 |
 KU3423| KU3379 ROCKAWAY PT LIFE SAVING STA         APPROX. 6.7 KM 1270012.6 |
 KU3423| KU3469 CENTENNIAL TOWER 1904               APPROX. 5.3 KM 2282316.8 |
 KU3423|---------------------------------------------------------------------|
 KU3423
 KU3423                          SUPERSEDED SURVEY CONTROL
 KU3423
 KU3423  NAD 83(1986)-  40 36 22.88073(N)    073 55 41.06764(W) AD(       ) 2
 KU3423  NAD 27      -  40 36 22.50400(N)    073 55 42.57300(W) AD(       ) 2
 KU3423
 KU3423.Superseded values are not recommended for survey control.
 KU3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3423.See file dsdata.txt to determine how the superseded data were derived.
 KU3423
 KU3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9068695612(NAD 83)
 KU3423_MARKER: B = BOLT
 KU3423_SETTING: 0 = UNSPECIFIED SETTING
 KU3423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3423
 KU3423  HISTORY     - Date     Condition        Report By
 KU3423  HISTORY     - 1908     MONUMENTED       CGS
 KU3423  HISTORY     - 1926     GOOD             CGS
 KU3423  HISTORY     - 1931     GOOD             CGS
 KU3423  HISTORY     - 1948     MARK NOT FOUND   CGS
 KU3423  HISTORY     - 1952     SEE DESCRIPTION  CGS
 KU3423
 KU3423                          STATION DESCRIPTION
 KU3423
 KU3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KU3423'THIS STATION IS SITUATED ON THE N SIDE OF AVENUE U BETWEEN 35TH
 KU3423'AND 36TH STREETS, FLATLANDS, BOROUGH OF BROOKLYN, NEW YORK CITY.
 KU3423'
 KU3423'THIS STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS
 KU3423'MARKING BOLT SET IN A GRANITE BLOCK 6- BY 6- INCHES BY 3- FEET
 KU3423'SET IN CONCRETE 3- BY 3- BY 4- FEET.  THE EXACT POINT IS A SMALL
 KU3423'HOLE DRILLED IN TOP OF BOLT.
 KU3423'
 KU3423'REACHED BY TAKING FLATBUSH AVENUE CAR FROM BROOKLYN
 KU3423'BRIDGE TO AVENUE N AND WALKING S ONE MILE TO AVENUE U, THENCE
 KU3423'1/4 MILE W TO STATION.
 KU3423
 KU3423                          STATION RECOVERY (1926)
 KU3423
 KU3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (PS)
 KU3423'THE BOLT MARKING THE TRIANGULATION STATION ON THE N SIDE OF AVENUE
 KU3423'U BETWEEN EAST 35TH STREET AND EAST 36TH STREET, BROOKLYN,
 KU3423'NEW YORK, WHICH WAS FORMERLY DESCRIBED AS BEING FLUSH WITH THE
 KU3423'SIDEWALK, IS NOW ABOUT 6 INCHES BELOW THE LEVEL OF THE
 KU3423'SIDEWALK.  ACCESS MAY BE OBTAINED TO THE MARK BY RAISING AN IRON
 KU3423'COVER SET IN THE SIDEWALK.  THIS COVER IS ABOUT 10 INCHES
 KU3423'SQUARE, AND BEARS THE INSCRIPTION MONUMENT, TOPOGRAPHICAL
 KU3423'BUREAU OF BROOKLYN.  THIS COVER WAS INSTALLED IN NOVEMBER
 KU3423'1926.  THIS BOLT IS ALSO A BENCH MARK OF THE UNITED STATES
 KU3423'COAST AND GEODETIC SURVEY AND IS DESCRIBED UNDER SERIAL
 KU3423'NO.652 OF SPECIAL PUBLICATION NO.83.
 KU3423
 KU3423                          STATION RECOVERY (1931)
 KU3423
 KU3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3423'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KU3423'
 KU3423'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS IN THE
 KU3423'FLATLANDS SECTION OF BROOKLYN ON THE N SIDE OF AVENUE U BETWEEN
 KU3423'EAST 35TH AND EAST 36TH STREETS.  IT IS 49.8 METERS FROM THE
 KU3423'CENTER LINE OF EAST 35TH STREET, 32.4 METERS FROM THE CENTER LINE
 KU3423'OF EAST 36TH STREET, AND 9.1 METERS FROM THE CENTER LINE OF
 KU3423'AVENUE U--BELOW SIDEWALK LEVEL AND CAPPED WITH A SQUARE IRON
 KU3423'COVER MARKED MONUMENT TOPOGRAPHIC BUREAU, BROOKLYN.
 KU3423'
 KU3423'CENTER IS MARKED BY A DRILL-HOLE IN AN OLD-STYLE C. AND G.S. BRASS
 KU3423'MARKING BOLT SET IN A GRANITE BLOCK 6- BY 6- BY 3-FEET WHICH
 KU3423'IS SET IN CONCRETE 3- BY 3- BY 4-FEET.
 KU3423'
 KU3423'THERE IS ANOTHER CITY MONUMENT (A GRANITE POST SIMILARLY COVERED)
 KU3423'40.66 METERS DISTANT, ON THE N SIDE OF AVENUE U, TOWARDS
 KU3423'EAST 35TH STREET.  NO REFERENCE MARKS WERE PLACED (NOW OR
 KU3423'ORIGINALLY), NOR ANY ADDITIONAL REFERENCE MEASUREMENTS TAKEN.
 KU3423
 KU3423                          STATION RECOVERY (1948)
 KU3423
 KU3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (BK)
 KU3423'STATION WAS PROBABLY DESTROYED.  ONLY AN OLD COPPER PLUG WAS FOUND
 KU3423'IN THE VICINITY OF THE STATION.  A CHECK WITH BOROUGH ENGINEERING
 KU3423'OFFICE LISTS STATION AS DESTROYED.  (COPPER PLUG DOES NOT SEEM TO
 KU3423'BE ORIGINAL TRIANGULATION STATION.) MUCH NEW CONSTRUCTION AND
 KU3423'GRADING HAS BEEN RECENTLY DONE IN THIS AREA.
 KU3423
 KU3423                          STATION RECOVERY (1952)
 KU3423
 KU3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3423'A SIDEWALK HAS BEEN LAID OVER THE ORIGINAL MARK.  THE BOROUGH
 KU3423'ENGINEERS OF BROOKLYN PRESERVED THE STATION AND PLACED A BRASS PLUG
 KU3423'IN POSITION IN THE SIDEWALK DIRECTLY OVER THE ORIGINAL MARK,
 KU3423'WHICH WAS LEFT INTACT.
 KU3423'
 KU3423'THE PLUG IS 3/4-INCH IN DIAMETER, BRASS, AND FLUSH WITH THE
 KU3423'SURFACE OF THE SIDEWALK.  OTHERWISE THE DESCRIPTION IS CORRECT
 KU3423'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2095 ***********************************************************************
 OF2095  DESIGNATION -  AVIATION 1925
 OF2095  PID         -  OF2095
 OF2095  STATE/COUNTY-  NY/MONROE
 OF2095  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2095
 OF2095                         *CURRENT SURVEY CONTROL
 OF2095  ___________________________________________________________________
 OF2095* NAD 83(1996)-  43 06 56.09408(N)    077 40 05.00941(W)     ADJUSTED  
 OF2095* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 OF2095  ___________________________________________________________________
 OF2095  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 OF2095  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OF2095
 OF2095  HORZ ORDER  -  SECOND
 OF2095
 OF2095.The horizontal coordinates were established by classical geodetic methods
 OF2095.and adjusted by the National Geodetic Survey in January 1999..
 OF2095
 OF2095.The orthometric height was scaled from a topographic map.
 OF2095
 OF2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2095
 OF2095.The geoid height was determined by GEOID03.
 OF2095
 OF2095;                    North         East     Units Scale Factor Converg.
 OF2095;SPC NY W     -   346,416.297   424,487.938   MT  1.00000573   +0 37 32.1
 OF2095;SPC NY W     - 1,136,534.13  1,392,674.18   sFT  1.00000573   +0 37 32.1
 OF2095;UTM  18      - 4,777,105.641   282,933.761   MT  1.00017966   -1 49 27.3
 OF2095
 OF2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2095!SPC NY W     -   0.99998927  x   1.00000573  =   0.99999500
 OF2095!UTM  18      -   0.99998927  x   1.00017966  =   1.00016893
 OF2095
 OF2095:                Primary Azimuth Mark                     Grid Az
 OF2095:SPC NY W     -  STANDARD                                 032 32 51.3
 OF2095:UTM  18      -  STANDARD                                 034 59 50.7
 OF2095
 OF2095|---------------------------------------------------------------------|
 OF2095| PID    Reference Object                     Distance      Geod. Az  |
 OF2095|                                                           dddmmss.s |
 OF2095| OF2218 STANDARD                            APPROX. 2.0 KM 0331023.4 |
 OF2095|---------------------------------------------------------------------|
 OF2095
 OF2095                          SUPERSEDED SURVEY CONTROL
 OF2095
 OF2095  NAD 83(1986)-  43 06 56.10325(N)    077 40 05.00383(W) AD(       ) 2
 OF2095  NAD 27      -  43 06 55.88000(N)    077 40 05.99000(W) AD(       ) 2
 OF2095
 OF2095.Superseded values are not recommended for survey control.
 OF2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2095.See file dsdata.txt to determine how the superseded data were derived.
 OF2095
 OF2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8293477106(NAD 83)
 OF2095_MARKER: Z = SEE DESCRIPTION
 OF2095_SETTING: 0 = UNSPECIFIED SETTING
 OF2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2095
 OF2095  HISTORY     - Date     Condition        Report By
 OF2095  HISTORY     - 1925     MONUMENTED       CGS
 OF2095  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2095
 OF2095                          STATION DESCRIPTION
 OF2095
 OF2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2095'IN ROCHESTER, ABOUT 250 METERS WEST OF SCOTTSVILLE ROAD, 0.58
 OF2095'METER NORTH OF AN EASTWEST FENCE ALONG THE SOUTH SIDE OF AN
 OF2095'AVIATION FIELD, 52.70 METERS WEST OF A DIVISION FENCE LINE
 OF2095'RUNNING NORTH AND SOUTH, AND MEASURED WEST ALONG THE EAST-WEST
 OF2095'FENCE LINE.  11.35 METERS EAST OF AN 8-INCH WALNUT TREE MARKED
 OF2095'WITH A TRIANGULAR BLAZE WITH A NAIL IN THE CENTER OF THE BLAZE
 OF2095'WHICH IS 1.35 METERS ABOVE THE GROUND, AND 1.10 METERS
 OF2095'NORTHWEST OF A FENCE POST MARKED WITH A SURVEYORS PIN DRIVEN IN
 OF2095'THE TOP.  STATION IS SET AS DESCRIBED IN NOTE C.
 OF2095'
 OF2095'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.50 METERS.
 OF2095
 OF2095                          STATION RECOVERY (1977)
 OF2095
 OF2095'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2095'CONDITION-- NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1538 ***********************************************************************
 PH1538  DESIGNATION -  AVIGNON
 PH1538  PID         -  PH1538
 PH1538  STATE/COUNTY-  NY/FRANKLIN
 PH1538  USGS QUAD   -  CHATEAUGAY (1993)
 PH1538
 PH1538                         *CURRENT SURVEY CONTROL
 PH1538  ___________________________________________________________________
 PH1538* NAD 83(1996)-  44 59 39.28565(N)    074 04 09.08780(W)     ADJUSTED  
 PH1538* NAVD 88     -       157.     (meters)     515.     (feet)  VERTCON   
 PH1538  ___________________________________________________________________
 PH1538  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 PH1538  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 PH1538
 PH1538  HORZ ORDER  -  SECOND
 PH1538
 PH1538.The horizontal coordinates were established by classical geodetic methods
 PH1538.and adjusted by the National Geodetic Survey in January 1999..
 PH1538
 PH1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1538
 PH1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1538
 PH1538.The geoid height was determined by GEOID03.
 PH1538
 PH1538;                    North         East     Units Scale Factor Converg.
 PH1538;SPC NY E     -   684,325.119   183,967.925   MT  0.99991418   +0 18 16.6
 PH1538;SPC NY E     - 2,245,156.66    603,568.10   sFT  0.99991418   +0 18 16.6
 PH1538;UTM  18      - 4,982,732.594   573,369.331   MT  0.99966619   +0 39 29.3
 PH1538
 PH1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1538!SPC NY E     -   0.99997997  x   0.99991418  =   0.99989415
 PH1538!UTM  18      -   0.99997997  x   0.99966619  =   0.99964617
 PH1538
 PH1538|---------------------------------------------------------------------|
 PH1538| PID    Reference Object                     Distance      Geod. Az  |
 PH1538|                                                           dddmmss.s |
 PH1538| PH1539 MONUMENT 713                        289.832 METERS 26708     |
 PH1538| PH1592 TROUT                               APPROX.17.9 KM 2691907.0 |
 PH1538|---------------------------------------------------------------------|
 PH1538
 PH1538                          SUPERSEDED SURVEY CONTROL
 PH1538
 PH1538  NAD 83(1986)-  44 59 39.28488(N)    074 04 09.09169(W) AD(       ) 2
 PH1538  NAD 27      -  44 59 39.14565(N)    074 04 10.52085(W) AD(       ) 2
 PH1538  NGVD 29 (07/19/86)  157.     (m)          515.     (f) VERT ANG       
 PH1538
 PH1538.Superseded values are not recommended for survey control.
 PH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1538.See file dsdata.txt to determine how the superseded data were derived.
 PH1538
 PH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ7336982733(NAD 83)
 PH1538_MARKER: DD = SURVEY DISK
 PH1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1538+STABILITY: SURFACE MOTION
 PH1538
 PH1538  HISTORY     - Date     Condition        Report By
 PH1538  HISTORY     - 1975     MONUMENTED       IBC
 PH1538
 PH1538                          STATION DESCRIPTION
 PH1538
 PH1538'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1538'IN CHATEAUGUAY TOWNSHIP ON THE INTERNATIONAL BOUNDARY VISTA ABOUT
 PH1538'122 METRES EAST OF MONUMENT 713.  TO REACH THE STATION FROM THE
 PH1538'INTERSECTION IN HERDMAN, QUEBEC, OF HWY 202 WITH THE ROAD GOING
 PH1538'SOUTH AND LEADING TO THE BORDER, DRIVE ON THIS ROAD FOR 1.3 MILES
 PH1538'TO THE INTERSECTION WITH THE FIRST CONCESSION ROAD, TURN LEFT AND
 PH1538'GO EASTERLY FOR 0.4 MILES TO THE ENTRANCE OF PARC-DAVIGNON, TURN
 PH1538'RIGHT AND DRIVE FOR 0.85 MILES THROUGH THE PARK TO A DIRT ROAD
 PH1538'ON THE LEFT.  GO FOR 0.3 MILES ON THIS DIRT ROAD AND TURN RIGHT,
 PH1538'CARRY ON FOR 0.05 MILES ON THIS ROAD TO THE INTERSECTION WITH AN
 PH1538'EAST-WEST ROAD, TURN LEFT ON THIS ROAD AND GO FOR 0.5 MILES TO THE
 PH1538'END OF THE ROAD.  THE STATION IS REACHED BY WALKING SOUTH THROUGH
 PH1538'THE WOOD TO THE BOUNDARY VISTA AND THEN WALKING EASTERLY ON THE
 PH1538'BOUNDARY FOR ABOUT 100 METRES TO A PASTURE FIELD.  THE STATION MARK
 PH1538'IS 1 METRE SOUTH OF THE EAST-WEST FENCE.
 PH1538'
 PH1538'STATION MARK--AN IBC TABLET CEMENTED IN A 0.3 METRE SQUARE BLOCK.
 PH1538'THE BLOCK OF CONCRETE IS 1 METRE DEEP IN THE GROUND AND THE TOP IS
 PH1538'AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1924 ***********************************************************************
 NB1924  DESIGNATION -  AVOCA RESET
 NB1924  PID         -  NB1924
 NB1924  STATE/COUNTY-  NY/STEUBEN
 NB1924  USGS QUAD   -  RHEIMS (1978)
 NB1924
 NB1924                         *CURRENT SURVEY CONTROL
 NB1924  ___________________________________________________________________
 NB1924* NAD 83(1996)-  42 24 47.07530(N)    077 22 22.40179(W)     ADJUSTED  
 NB1924* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 NB1924  ___________________________________________________________________
 NB1924  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NB1924  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 NB1924
 NB1924  HORZ ORDER  -  FIRST
 NB1924
 NB1924.The horizontal coordinates were established by classical geodetic methods
 NB1924.and adjusted by the National Geodetic Survey in January 1999..
 NB1924
 NB1924.The orthometric height was scaled from a topographic map.
 NB1924
 NB1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1924
 NB1924.The geoid height was determined by GEOID03.
 NB1924
 NB1924;                    North         East     Units Scale Factor Converg.
 NB1924;SPC NY C     -   268,276.535   185,013.327   MT  0.99998944   -0 31 57.2
 NB1924;SPC NY C     -   880,170.60    606,997.89   sFT  0.99998944   -0 31 57.2
 NB1924;UTM  18      - 4,698,369.017   304,753.898   MT  1.00006905   -1 36 03.4
 NB1924
 NB1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1924!SPC NY C     -   0.99991423  x   0.99998944  =   0.99990367
 NB1924!UTM  18      -   0.99991423  x   1.00006905  =   0.99998327
 NB1924
 NB1924|---------------------------------------------------------------------|
 NB1924| PID    Reference Object                     Distance      Geod. Az  |
 NB1924|                                                           dddmmss.s |
 NB1924| CZ9994 AVOCA RM 1                           20.220 METERS 09118     |
 NB1924| CZ9996 AVOCA RM 3                           20.920 METERS 27355     |
 NB1924| CZ9995 AVOCA RM 2                           20.967 METERS 27355     |
 NB1924| CZ9997 AVOCA RM 4                           10.685 METERS 35412     |
 NB1924| CZ9993 AVOCA AZ MK                                        3571042.6 |
 NB1924|---------------------------------------------------------------------|
 NB1924
 NB1924                          SUPERSEDED SURVEY CONTROL
 NB1924
 NB1924  NAD 83(1986)-  42 24 47.08215(N)    077 22 22.39428(W) AD(       ) 1
 NB1924  NAD 27      -  42 24 46.82400(N)    077 22 23.45600(W) AD(       ) 1
 NB1924
 NB1924.Superseded values are not recommended for survey control.
 NB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1924.See file dsdata.txt to determine how the superseded data were derived.
 NB1924
 NB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0475498369(NAD 83)
 NB1924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1924
 NB1924  HISTORY     - Date     Condition        Report By
 NB1924  HISTORY     - 1935     MONUMENTED       CGS
 NB1924  HISTORY     - 1939     SEE DESCRIPTION  CGS
 NB1924  HISTORY     - 1952     SEE DESCRIPTION  USGS
 NB1924  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NB1924  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1924  HISTORY     - 19941014 MARK NOT FOUND   USPSQD
 NB1924
 NB1924                          STATION DESCRIPTION
 NB1924
 NB1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NB1924'STATION IS LOCATED ON A HILL IN WHEELER TOWNSHIP 2-1/4 MILES
 NB1924'AIR LINE EAST BY NORTH OF AVOCA, NEW YORK.  TO REACH FROM
 NB1924'KANONA, NEW YORK AT THE JUNCTION OF ROUTE 2 WITH ROUTE 53, GO
 NB1924'NORTHWEST ON ROUTE 53 FOR 0.15 MILE TO CROSSROADS AT KANONA
 NB1924'POST OFFICE.  TURN RIGHT WITH ROUTE 53 AND GO 4.4 MILES TO
 NB1924'CROSSROADS AT WHEELER.  TURN LEFT ON MACADAM FOR 0.2 MILE AND
 NB1924'END OF MACADAM.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR
 NB1924'1.3 MILES TO A T-ROAD.  TURN LEFT AND GO 0.7 MILE TO A Y.
 NB1924'TAKE RIGHT FORK AND GO 0.3 MILE TO A T (DIRT) ROAD.  TURN LEFT
 NB1924'AND GO STRAIGHT AHEAD FOR 0.85 MILE TO A Y-INTERSECTION.
 NB1924'CONTINUE STRAIGHT (LEFT FORK) FOR 0.35 MILE TO A T-RAOD TO THE
 NB1924'RIGHT.  TAKE RIGHT TURN FOR 0.1 MILE TO THE STATION ON
 NB1924'THE LEFT SIDE OF THE ROAD.  STATION MARK PROJECTS 6
 NB1924'INCHES AND IS 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NB1924'IN BARE FIELD.  REFERENCE MARK NO. 1 PROJECTS 6
 NB1924'INCHES ABOVE THE GROUND. 12 FEET SOUTH OF THE CENTER
 NB1924'LINE OF ROAD, AND IS 66.33 FEET EAST OF THE STATION.
 NB1924'REFERENCE MARK NO. 2 IS 68.77 FEET WEST OF THE STATION
 NB1924'AND IS 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 NB1924'MARK PROJECTS 6 INCHES ABOVE THE GROUND.  AZIMUTH MARK IS
 NB1924'0.5 MILE AIR LINE NORTH OF THE STATION.  12 FEET NORTH
 NB1924'OF A DIRT ROAD (CENTER LINE).  33 FEET NORTH OF A TELEPHONE
 NB1924'POLE AND PROJECTS 5 INCHES ABOVE THE GROUND.  TO REACH
 NB1924'FROM THE STATION, GO 0.1 MILE EAST TO A T-ROAD.  TURN
 NB1924'LEFT (NORTH) AND GO 0.35 MILE TO A Y.  TAKE LEFT FORK AND GO 0.15
 NB1924'MILE TO MARK ON RIGHT, IN AN OPEN FIELD.
 NB1924'
 NB1924'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1924'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A.
 NB1924'
 NB1924'THIS STATION WAS NOT OCCUPIED.
 NB1924'
 NB1924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NB1924
 NB1924                          STATION RECOVERY (1939)
 NB1924
 NB1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1924'STATION IS LOCATED ON A HILL IN WHEELER TOWNSHIP, 2-1/2 MILES
 NB1924'AIR LINE AND A LITTLE NORTH OF EAST OF AVOCA, AND ABOUT 6 MILES
 NB1924'NORTHWEST OF THE TOWN OF BATH.  STATION IS ON THE TOP OF A BARE
 NB1924'CULTIVATED HILL ABOUT 12 FEET SOUTH OF CENTER LINE OF DIRT ROAD.
 NB1924'
 NB1924'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NB1924'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1924'
 NB1924'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN KANONA
 NB1924'GO NORTHEAST ON ROUTE NO. 53 1.1 MILES TO A DIRT T-ROAD ON THE
 NB1924'LEFT, TURN LEFT AND CROSS RAILROAD TRACKS AND BRIDGE AND GO
 NB1924'2.0 MILES TO A FORK, TAKE LEFT FORK AND GO 0.15 MILE TO TOP OF
 NB1924'HILL AND STATION.
 NB1924'
 NB1924'AZIMUTH MARK IS ABOUT 3/4 MILE NORTH OF STATION ON THE NORTH
 NB1924'SIDE OF DIRT ROAD BY TELEPHONE POLE.  IT IS 14 FEET NORTH OF
 NB1924'CENTER LINE OF ROAD.
 NB1924'
 NB1924'STATION, REFERENCE MARKS AND AZIMUTH STAMPED AVOCA 1935.
 NB1924'
 NB1924'A WHITE POST WITH U.S. TRIANGULATION STAMPED ON IT IS 6 FEET
 NB1924'EAST OF THE STATION AND IS ABOUT 18 INCHES ABOVE THE GROUND.
 NB1924'
 NB1924'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE 14 FEET SOUTH
 NB1924'OF EAST-WEST ROAD CENTER LINE.
 NB1924'
 NB1924'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 NB1924'
 NB1924'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 NB1924
 NB1924                          STATION RECOVERY (1952)
 NB1924
 NB1924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 NB1924'STATION FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 NB1924'RECOVERED.  REFERENCE MARK 2 WAS DESTROYED.
 NB1924
 NB1924                          STATION RECOVERY (1970)
 NB1924
 NB1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NB1924'ONLY THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE
 NB1924'BROKEN-OFF CONCRETE MONUMENT OF RM NO. 2 WAS FOUND, AND FROM
 NB1924'THIS THE STATION POINT WAS LOCATED, AND THE UNDERGROUND MARK
 NB1924'WAS RECOVERED.  A NEW SURFACE MARK WAS ESTABLISHED, PLUMBED
 NB1924'OVER THE UNDERGROUND, 2 NEW REFERENCE MARKS WERE ESTABLISHED,
 NB1924'AND A WITNESS POST WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 NB1924'
 NB1924'STATION IS LOCATED ALONG THE SOUTH SIDE OF A GRAVELED ROAD, ON
 NB1924'A HIGH, BARE HILL, AT NORTH EDGE OF CULTIVATED FIELD.
 NB1924'
 NB1924'TO REACH STATION FROM THE POST OFFICE IN KANONA, GO NORTHEAST
 NB1924'ON STATE HIGHWAY 53 FOR 1.1 MILES.  TAKE GRAVELED T-ROAD LEFT,
 NB1924'CROSSING A BRIDGE, AND GO UPGRADE FOR 2.5 MILES.  TAKE SIDE
 NB1924'ROAD LEFT, UPGRADE, FOR 0.1 MILE TO SUMMIT AND STATION ON LEFT.
 NB1924'
 NB1924'STATION MARK IS A STANDARD DISK STAMPED AVOCA 1935 1970, SET
 NB1924'IN THE TOP OF A 16-INCH-DIAMETER, CONCRETE MONUMENT 6 INCHES
 NB1924'BELOW GROUND.  IT IS 17 FEET SOUTH OF CENTER LINE OF ROAD,
 NB1924'35 FEET SOUTH OF A ROAD SIGN HILL, AND 3 FEET EAST OF A METAL
 NB1924'WITNESS POST.  UNDERGROUND MARK IS A STANDARD DISK STAMPED
 NB1924'AVOCA 1935, SET IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 NB1924'
 NB1924'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 NB1924'AVOCA 1935 NO 3 1970, SET IN THE TOP OF A 10-INCH-DIAMETER,
 NB1924'CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 16 FEET SOUTH OF
 NB1924'CENTER LINE OF ROAD, AT EDGE OF FIELD, AND 0.7 FOOT LOWER THAN
 NB1924'STATION MARK.
 NB1924'
 NB1924'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED
 NB1924'AVOCA 1935 NO 4 1970, SET IN THE TOP OF A 10-INCH-DIAMETER,
 NB1924'CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 18 FEET NORTH OF
 NB1924'CENTER LINE OF ROAD, 1-1/2 FEET WEST OF THE SIGN HILL, AND
 NB1924'0.3 FOOT HIGHER THAN STATION MARK.
 NB1924'
 NB1924'AZIMUTH MARK IS A STANDARD DISK STAMPED AVOCA 1935, SET IN THE
 NB1924'TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH GROUND, AT
 NB1924'NORTH EDGE OF SMALL, ROADSIDE DITCH, 11 FEET NORTH OF CENTER
 NB1924'LINE OF GRAVELED ROAD, 50 FEET NORTHWEST OF POWER POLE NO. E-16,
 NB1924'4 FEET SOUTH OF EDGE OF POTATO FIELD, AND 1 FOOT WEST OF A
 NB1924'METAL WITNESS POST.  TO REACH THE MARK FROM STATION, GO EAST
 NB1924'0.1 MILE.  TURN LEFT AND GO NORTH 0.5 MILE.  TAKE T-ROAD LEFT,
 NB1924'AT FARMHOUSE ON RIGHT, AND GO WEST 0.1 MILE TO AZIMUTH MARK.
 NB1924'
 NB1924'DISTANCE BETWEEN REFERENCE MARKS = 71.626 FT., 21.832 METERS.
 NB1924'
 NB1924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1924'2-1/4 MILES ENE OF AVOCA.
 NB1924
 NB1924                          STATION RECOVERY (1974)
 NB1924
 NB1924'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1924'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 NB1924'1970.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 NB1924'CHECKED.  STATION IS LOCATED ON A HIGH BARE HILL AND VIEW IS
 NB1924'OPEN.  AZIMUTH MARK IS VISIBLE FROM STATION.
 NB1924'
 NB1924'STATION MARK IS A STANDARD DISK STAMPED AVOCA 1935 1970, SET
 NB1924'IN THE TOP OF A 16-INCH-DIAMETER CONCRETE MONUMENT 6 INCHES
 NB1924'BELOW GROUND, 3 FEET EAST OF A METAL WITNESS POST.
 NB1924'
 NB1924'RM NO. 3 IS A STANDARD DISK STAMPED AVOCA 1935 NO 3 1970, SET
 NB1924'IN A 10-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND.  IT
 NB1924'IS AT EDGE OF CULTIVATED FIELD, 0.7 FOOT LOWER THAN STATION MARK.
 NB1924'
 NB1924'RM NO. 4 IS A STANDARD DISK STAMPED AVOCA 1935 NO 4 1970, SET
 NB1924'IN A 10-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND.  IT
 NB1924'IS 1-1/2 FEET WEST OF ROAD SIGN HILL, AND 0.3 FOOT HIGHER THAN
 NB1924'STATION MARK.
 NB1924'
 NB1924'AZ. MARK IS A STANDARD DISK STAMPED AVOCA 1935, SET IN THE TOP
 NB1924'OF A 9-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, AT
 NB1924'NORTH EDGE OF ROADSIDE DITCH, 11 FEET NORTH OF CENTER LINE OF
 NB1924'ROAD, 50 FEET NORTHWEST OF POWER POLE NO. E-16 AND 1 FOOT WEST
 NB1924'OF A METAL WITNESS POST.  TO REACH THE MARK FROM STATION, GO
 NB1924'EAST 0.1 MILE.  TURN LEFT AND GO NORTH 0.5 MILE.  TAKE T-ROAD
 NB1924'LEFT, AT FARMHOUSE, AND GO WEST 0.1 MILE.
 NB1924'
 NB1924'TO REACH STATION FROM THE POST OFFICE IN KANONA, GO NORTHEAST
 NB1924'ON N.Y. RTE. 53 FOR 1.1 MILE.  TAKE GRAVELED T-ROAD LEFT,
 NB1924'CROSSING BRIDGE, AND GO UPGRADE 2.5 MILES.  TAKE SIDE ROAD LEFT,
 NB1924'UPHILL, FOR 0.1 MILE TO SUMMIT AND STATION ON LEFT.
 NB1924
 NB1924                          STATION RECOVERY (1994)
 NB1924
 NB1924'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1268 ***********************************************************************
 NB1268  DESIGNATION -  AVON
 NB1268  PID         -  NB1268
 NB1268  STATE/COUNTY-  NY/LIVINGSTON
 NB1268  USGS QUAD   -  RUSH (1976)
 NB1268
 NB1268                         *CURRENT SURVEY CONTROL
 NB1268  ___________________________________________________________________
 NB1268* NAD 83(1986)-  42 54 47.     (N)    077 44 44.     (W)     SCALED    
 NB1268* NAVD 88     -       197.789  (meters)     648.91   (feet)  ADJUSTED  
 NB1268  ___________________________________________________________________
 NB1268  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NB1268  DYNAMIC HT  -         197.737 (meters)     648.74  (feet)  COMP
 NB1268  MODELED GRAV-     980,352.7   (mgal)                       NAVD 88
 NB1268
 NB1268  VERT ORDER  -  FIRST     CLASS II
 NB1268
 NB1268.The horizontal coordinates were scaled from a topographic map and have
 NB1268.an estimated accuracy of +/- 6 seconds.
 NB1268
 NB1268.The orthometric height was determined by differential leveling
 NB1268.and adjusted by the National Geodetic Survey in June 1991..
 NB1268
 NB1268.The geoid height was determined by GEOID03.
 NB1268
 NB1268.The dynamic height is computed by dividing the NAVD 88
 NB1268.geopotential number by the normal gravity value computed on the
 NB1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1268.degrees latitude (g = 980.6199 gals.).
 NB1268
 NB1268.The modeled gravity was interpolated from observed gravity values.
 NB1268
 NB1268;                    North         East    Units  Estimated Accuracy
 NB1268;SPC NY W     -   323,850.      418,410.      MT  (+/- 180 meters Scaled)
 NB1268
 NB1268                          SUPERSEDED SURVEY CONTROL
 NB1268
 NB1268  NGVD 29 (??/??/92)  197.956  (m)          649.46   (f) ADJ UNCH    1 2
 NB1268
 NB1268.Superseded values are not recommended for survey control.
 NB1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1268.See file dsdata.txt to determine how the superseded data were derived.
 NB1268
 NB1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN758548(NAD 83)
 NB1268_MARKER: DB = BENCH MARK DISK
 NB1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1268_SP_SET: BUILDING
 NB1268_STAMPING: AVON 1941
 NB1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1268
 NB1268  HISTORY     - Date     Condition        Report By
 NB1268  HISTORY     - 1941     MONUMENTED       CGS
 NB1268  HISTORY     - 1941     GOOD             NGS
 NB1268  HISTORY     - 19910602 MARK NOT FOUND   USPSQD
 NB1268
 NB1268                          STATION DESCRIPTION
 NB1268
 NB1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1268'AT AVON.
 NB1268'AT AVON, AT THE CITY MUNCIPAL BUILDING, SET IN THE WEST FACE AT THE
 NB1268'NORTHWEST CORNER OF BUILDING, 19 FEET EAST OF THE EAST CURB OF THE
 NB1268'NORTH-AND-SOUTH STREET, 1.2 FEET NORTH OF THE NORTH EDGE OF THE
 NB1268'NORTH ENTRANCE, 5 FEET ABOVE SIDEWALK LEVEL. A STANDARD DISK STAMPED
 NB1268'AVON 1941 AND SET VERTICALLY.
 NB1268
 NB1268                          STATION RECOVERY (1941)
 NB1268
 NB1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NB1268'RECOVERED IN GOOD CONDITION.
 NB1268
 NB1268                          STATION RECOVERY (1991)
 NB1268
 NB1268'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4463 ***********************************************************************
 LX4463  DESIGNATION -  AWFUL
 LX4463  PID         -  LX4463
 LX4463  STATE/COUNTY-  NY/ORANGE
 LX4463  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4463
 LX4463                         *CURRENT SURVEY CONTROL
 LX4463  ___________________________________________________________________
 LX4463* NAD 83(1996)-  41 35 21.59453(N)    073 57 33.02786(W)     ADJUSTED  
 LX4463* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4463  ___________________________________________________________________
 LX4463  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 LX4463  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX4463
 LX4463  HORZ ORDER  -  THIRD
 LX4463
 LX4463.The horizontal coordinates were established by classical geodetic methods
 LX4463.and adjusted by the National Geodetic Survey in January 1999..
 LX4463
 LX4463.The orthometric height was scaled from a topographic map.
 LX4463
 LX4463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4463
 LX4463.The geoid height was determined by GEOID03.
 LX4463
 LX4463;                    North         East     Units Scale Factor Converg.
 LX4463;SPC NY E     -   306,133.242   195,090.326   MT  0.99992501   +0 21 32.4
 LX4463;SPC NY E     - 1,004,372.14    640,058.84   sFT  0.99992501   +0 21 32.4
 LX4463;UTM  18      - 4,604,704.907   586,751.280   MT  0.99969261   +0 41 27.3
 LX4463
 LX4463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4463!SPC NY E     -   1.00000485  x   0.99992501  =   0.99992986
 LX4463!UTM  18      -   1.00000485  x   0.99969261  =   0.99969746
 LX4463
 LX4463:                Primary Azimuth Mark                     Grid Az
 LX4463:SPC NY E     -  N OF HOWLAND CRUSHER S GABLE             015 40 39.9
 LX4463:UTM  18      -  N OF HOWLAND CRUSHER S GABLE             015 20 45.0
 LX4463
 LX4463|---------------------------------------------------------------------|
 LX4463| PID    Reference Object                     Distance      Geod. Az  |
 LX4463|                                                           dddmmss.s |
 LX4463| LX4470 N OF HOWLAND CRUSHER S GABLE        APPROX. 3.4 KM 0160212.3 |
 LX4463| LX4474 HOWLAND NYCR CO STACK               APPROX. 2.6 KM 0283654.7 |
 LX4463| LX4468 CHURCH                              APPROX. 0.9 KM 1065122.3 |
 LX4463| LX4462 CEDAR BLUFF RESET                   APPROX. 0.5 KM 1835248.2 |
 LX4463| CB2666 AWFUL RM 2                           13.650 METERS 27205     |
 LX4463| LX4459 N OF MARLBORO HILLSIDE FLAG         APPROX. 3.6 KM 3543652.7 |
 LX4463| CB2665 AWFUL RM 1                           23.280 METERS 35920     |
 LX4463|---------------------------------------------------------------------|
 LX4463
 LX4463                          SUPERSEDED SURVEY CONTROL
 LX4463
 LX4463  NAD 83(1986)-  41 35 21.59637(N)    073 57 33.02991(W) AD(       ) 3
 LX4463  NAD 27      -  41 35 21.26500(N)    073 57 34.53200(W) AD(       ) 3
 LX4463
 LX4463.Superseded values are not recommended for survey control.
 LX4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4463.See file dsdata.txt to determine how the superseded data were derived.
 LX4463
 LX4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8675104705(NAD 83)
 LX4463_MARKER: Z = SEE DESCRIPTION
 LX4463_SETTING: 0 = UNSPECIFIED SETTING
 LX4463
 LX4463  HISTORY     - Date     Condition        Report By
 LX4463  HISTORY     - 1933     MONUMENTED       CGS
 LX4463  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 LX4463
 LX4463                          STATION DESCRIPTION
 LX4463
 LX4463'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4463'THIS STATION IS LOCATED ON THE W SHORE OF THE HUDSON RIVER ABOUT
 LX4463'1 MILE S OF MARLBORO, NEW YORK DOCKS.  STATION IS MARKED BY A
 LX4463'STANDARD DISK CEMENTED IN DRILL HOLE IN LARGE ROCK BETWEEN WEST
 LX4463'SHORE RAILROAD AND HUDSON RIVER.
 LX4463'
 LX4463'REFERENCE MARK NO.1 IS CEMENTED IN DRILL HOLE IN ROCK TO N OF
 LX4463'STATION.  REFERENCE MARK NO.2 IS CEMENTED IN DRILL HOLE IN ROCKY
 LX4463'CUT ACROSS THE RAILROAD TRACKS AND IS ABOUT 0.9 METER ABOVE
 LX4463'SURFACE OF GROUND.  SKETCH BELOW SHOWS DETAILS OF LOCALITY.
 LX4463'
 LX4463'THE STATION IS DIRECTLY ACROSS THE RIVER FROM AND A LITTLE N OF,
 LX4463'NEW HAMBURG, NEW YORK.  ALL MARKS ARE STANDARD DISKS.
 LX4463'
 LX4463'REFERENCE MARKS ARE SET IN FACE OF CLIFF AND CANNOT BE OCCUPIED.
 LX4463'
 LX4463'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4463
 LX4463                          STATION RECOVERY (1971)
 LX4463
 LX4463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (BL)
 LX4463'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1619 ***********************************************************************
 OD1619  DESIGNATION -  AXA
 OD1619  PID         -  OD1619
 OD1619  STATE/COUNTY-  NY/SARATOGA
 OD1619  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1619
 OD1619                         *CURRENT SURVEY CONTROL
 OD1619  ___________________________________________________________________
 OD1619* NAD 83(1996)-  43 04 30.42633(N)    073 47 17.94352(W)     ADJUSTED  
 OD1619* NAVD 88     -        96.4    (meters)     316.     (feet)  VERTCON   
 OD1619  ___________________________________________________________________
 OD1619  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 OD1619  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 OD1619
 OD1619  HORZ ORDER  -  SECOND
 OD1619
 OD1619.The horizontal coordinates were established by classical geodetic methods
 OD1619.and adjusted by the National Geodetic Survey in January 1999..
 OD1619
 OD1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1619
 OD1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1619
 OD1619.The geoid height was determined by GEOID03.
 OD1619
 OD1619;                    North         East     Units Scale Factor Converg.
 OD1619;SPC NY E     -   471,262.101   207,954.831   MT  0.99994131   +0 29 09.8
 OD1619;SPC NY E     - 1,546,132.41    682,265.14   sFT  0.99994131   +0 29 09.8
 OD1619;UTM  18      - 4,769,869.028   598,642.341   MT  0.99971970   +0 49 39.3
 OD1619
 OD1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1619!SPC NY E     -   0.99998968  x   0.99994131  =   0.99993099
 OD1619!UTM  18      -   0.99998968  x   0.99971970  =   0.99970939
 OD1619
 OD1619:                Primary Azimuth Mark                     Grid Az
 OD1619:SPC NY E     -  SARATOGA SPRINGS SPIRE                   007 05 02.7
 OD1619:UTM  18      -  SARATOGA SPRINGS SPIRE                   006 44 33.2
 OD1619
 OD1619|---------------------------------------------------------------------|
 OD1619| PID    Reference Object                     Distance      Geod. Az  |
 OD1619|                                                           dddmmss.s |
 OD1619| OD1608 SARATOGA SPRINGS SPIRE              APPROX. 0.6 KM 0073412.5 |
 OD1619| OD1620 AXA A SACGS 1973                     10.101 METERS 04824     |
 OD1619| DA2938 AXA 1                                              0832042.4 |
 OD1619|---------------------------------------------------------------------|
 OD1619
 OD1619                          SUPERSEDED SURVEY CONTROL
 OD1619
 OD1619  NAD 83(1996)-  43 04 30.42897(N)    073 47 17.94439(W) AD(       ) 2
 OD1619  NAD 83(1996)-  43 04 30.42907(N)    073 47 17.94448(W) AD(       ) 2
 OD1619  NAD 83(1992)-  43 04 30.42991(N)    073 47 17.94417(W) AD(       ) 2
 OD1619  NAD 83(1992)-  43 04 30.42998(N)    073 47 17.94434(W) AD(       ) 2
 OD1619  NAD 83(1986)-  43 04 30.43075(N)    073 47 17.94348(W) AD(       ) 2
 OD1619  NAD 27      -  43 04 30.16313(N)    073 47 19.50987(W) AD(       ) 2
 OD1619  NGVD 29 (07/19/86)   96.6    (m)          317.     (f) VERT ANG       
 OD1619
 OD1619.Superseded values are not recommended for survey control.
 OD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1619.See file dsdata.txt to determine how the superseded data were derived.
 OD1619
 OD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9864269869(NAD 83)
 OD1619_MARKER: DD = SURVEY DISK
 OD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1619+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1619
 OD1619  HISTORY     - Date     Condition        Report By
 OD1619  HISTORY     - 1973     MONUMENTED       NY-091
 OD1619  HISTORY     - 20010807 GOOD             USPSQD
 OD1619  HISTORY     - 20020809 GOOD             USPSQD
 OD1619  HISTORY     - 20030809 GOOD             USPSQD
 OD1619  HISTORY     - 20040807 GOOD             USPSQD
 OD1619  HISTORY     - 20050809 GOOD             USPSQD
 OD1619  HISTORY     - 20060829 GOOD             USPSQD
 OD1619
 OD1619                          STATION DESCRIPTION
 OD1619
 OD1619'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1619'THE STATION IS IN THE CITY OF SARATOGA SPRINGS.
 OD1619'
 OD1619'TO REACH THE STATION FROM THE CITY HALL IN SARATOGA SPRINGS,
 OD1619'GO SOUTHWEST ON STATE HIGHWAY 50 (U.S. HIGHWAY 9) FOR
 OD1619'0.6 MILE TO THE INTERSECTION OF STATE HIGHWAY 50, U.S. HIGHWAY
 OD1619'9 AND CIRCULAR STREET.  TURN LEFT AND GO SOUTHWEST ON STATE
 OD1619'HIGHWAY 50 (BALLSTON AVENUE) FOR 0.5 MILE TO THE STATION ON
 OD1619'THE RIGHT AT THE INTERSECTION OF STATE HIGHWAY 50 (BALLSTON
 OD1619'AVENUE) AND HAMILTON STREET.
 OD1619'
 OD1619'TO REACH AZIMUTH MARK, AXA-1 (SACGS), FROM THE STATION, GO
 OD1619'NORTHEAST ON STATE HIGHWAY 50 (BALLSTON AVENUE) FOR 0.5 MILE
 OD1619'TO THE INTERSECTION OF STATE HIGHWAY 50, U.S. HIGHWAY 9 AND
 OD1619'CIRCULAR STREET.  GO STRAIGHT ON CIRCULAR STREET AND GO EAST FOR
 OD1619'0.10 MILE TO THE Y-ROAD INTERSECTION OF CIRCULAR STREET AND
 OD1619'WHITNEY PLACE.  THE MARK IS EAST OF WHITNEY PLACE AT THE
 OD1619'INTERSECTION.
 OD1619'
 OD1619'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1619'SURVEY STAMPED AXA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1619'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.15 FOOT
 OD1619'ABOVE THE GROUND.  IT IS LOCATED 76.1 FEET NORTHEAST OF EASTERLY
 OD1619'MOST BELL SYSTEM MANHOLE ON STATE HIGHWAY 50 (BALLSTON AVENUE),
 OD1619'16.0 FEET SOUTHEAST OF CENTERLINE OF HAMILTON STREET, 82.3 FEET
 OD1619'SOUTHWEST OF POLE NYT 4, 50.0 FEET SOUTHWEST OF 26-INCH ELM
 OD1619'TREE, 100.0 FEET SOUTHWEST OF CENTER OF CATCH BASIN IN PARKING
 OD1619'LOT OF KENTUCKY FRIED CHICKEN STORE, ALL NORTHEAST OF SAID
 OD1619'INTERSECTION, 43.6 FEET NORTHWEST OF HYDRANT SOUTHEAST OF
 OD1619'SAID INTERSECTION, AND 27.2 FEET NORTH OF CENTERLINE OF STATE
 OD1619'HIGHWAY 50 (BALLSTON AVENUE).  THE UNDERGROUND MARK IS SET IN
 OD1619'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1619'SURFACE.
 OD1619'
 OD1619'AZIMUTH MARK, AXA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1619'COUNTY GEODETIC SURVEY STAMPED AXA-1.  IT IS SET IN THE TOP OF
 OD1619'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1619'ABOVE THE GROUND.  IT IS LOCATED 33.3 FEET SOUTHWEST OF
 OD1619'SOUTHWESTERLY MOST 36-INCH ELM TREE IN TREE ROW SOUTHEAST OF
 OD1619'WHITNEY PLACE, 38.5 FEET SOUTHWEST OF 24-INCH MAPLE TREE, 3.7
 OD1619'FEET NORTHWEST OF CONCRETE WALK, 35.6 FEET EAST OF CENTER OF
 OD1619'MANHOLE IN WHITNEY PLACE AND 21.5 FEET SOUTHEAST OF CENTERLINE
 OD1619'OF WHITNEY PLACE.
 OD1619'
 OD1619'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 OD1619
 OD1619                          STATION RECOVERY (2001)
 OD1619
 OD1619'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1619'MARK IS IN THE GRASS STRIP BETWEEN ROAD AND SIDEWALK OF HAMILTON
 OD1619'STREET.  NOT IN THE PARKING LOT OF THE FORMER KENTUCKY FRIED CHICKEN.
 OD1619
 OD1619                          STATION RECOVERY (2002)
 OD1619
 OD1619'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1619'RECOVERED IN GOOD CONDITION.
 OD1619
 OD1619                          STATION RECOVERY (2003)
 OD1619
 OD1619'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1619'RECOVERED IN GOOD CONDITION.
 OD1619
 OD1619                          STATION RECOVERY (2004)
 OD1619
 OD1619'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1619'RECOVERED IN GOOD CONDITION.
 OD1619
 OD1619                          STATION RECOVERY (2005)
 OD1619
 OD1619'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1619'RECOVERED IN GOOD CONDITION.
 OD1619
 OD1619                          STATION RECOVERY (2006)
 OD1619
 OD1619'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1616 ***********************************************************************
 OD1616  DESIGNATION -  AXB
 OD1616  PID         -  OD1616
 OD1616  STATE/COUNTY-  NY/SARATOGA
 OD1616  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1616
 OD1616                         *CURRENT SURVEY CONTROL
 OD1616  ___________________________________________________________________
 OD1616* NAD 83(1996)-  43 05 08.26797(N)    073 48 43.03434(W)     ADJUSTED  
 OD1616* NAVD 88     -       105.2    (meters)     345.     (feet)  VERTCON   
 OD1616  ___________________________________________________________________
 OD1616  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 OD1616  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 OD1616
 OD1616  HORZ ORDER  -  SECOND
 OD1616
 OD1616.The horizontal coordinates were established by classical geodetic methods
 OD1616.and adjusted by the National Geodetic Survey in January 1999..
 OD1616
 OD1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1616
 OD1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1616
 OD1616.The geoid height was determined by GEOID03.
 OD1616
 OD1616;                    North         East     Units Scale Factor Converg.
 OD1616;SPC NY E     -   472,413.707   206,020.456   MT  0.99993859   +0 28 12.0
 OD1616;SPC NY E     - 1,549,910.64    675,918.78   sFT  0.99993859   +0 28 12.0
 OD1616;UTM  18      - 4,771,008.829   596,701.567   MT  0.99971504   +0 48 41.8
 OD1616
 OD1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1616!SPC NY E     -   0.99998829  x   0.99993859  =   0.99992688
 OD1616!UTM  18      -   0.99998829  x   0.99971504  =   0.99970334
 OD1616
 OD1616:                Primary Azimuth Mark                     Grid Az
 OD1616:SPC NY E     -  AXB 1                                    276 13 15.5
 OD1616:UTM  18      -  AXB 1                                    275 52 45.7
 OD1616
 OD1616|---------------------------------------------------------------------|
 OD1616| PID    Reference Object                     Distance      Geod. Az  |
 OD1616|                                                           dddmmss.s |
 OD1616| DA2939 AXB 1                                              2764127.5 |
 OD1616|---------------------------------------------------------------------|
 OD1616
 OD1616                          SUPERSEDED SURVEY CONTROL
 OD1616
 OD1616  NAD 83(1996)-  43 05 08.27064(N)    073 48 43.03519(W) AD(       ) 2
 OD1616  NAD 83(1996)-  43 05 08.27073(N)    073 48 43.03530(W) AD(       ) 2
 OD1616  NAD 83(1992)-  43 05 08.27160(N)    073 48 43.03496(W) AD(       ) 2
 OD1616  NAD 83(1992)-  43 05 08.27167(N)    073 48 43.03513(W) AD(       ) 2
 OD1616  NAD 83(1986)-  43 05 08.27249(N)    073 48 43.03420(W) AD(       ) 2
 OD1616  NAD 27      -  43 05 08.00529(N)    073 48 44.59759(W) AD(       ) 2
 OD1616  NGVD 29 (07/19/86)  105.4    (m)          346.     (f) VERT ANG       
 OD1616
 OD1616.Superseded values are not recommended for survey control.
 OD1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1616.See file dsdata.txt to determine how the superseded data were derived.
 OD1616
 OD1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9670271009(NAD 83)
 OD1616_MARKER: DD = SURVEY DISK
 OD1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1616+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1616
 OD1616  HISTORY     - Date     Condition        Report By
 OD1616  HISTORY     - 1973     MONUMENTED       NY-091
 OD1616  HISTORY     - 20030809 GOOD             USPSQD
 OD1616  HISTORY     - 20040809 GOOD             USPSQD
 OD1616  HISTORY     - 20050809 GOOD             USPSQD
 OD1616  HISTORY     - 20060829 GOOD             USPSQD
 OD1616
 OD1616                          STATION DESCRIPTION
 OD1616
 OD1616'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1616'THE STATION IS LOCATED IN THE CITY OF SARATOGA SPRINGS, OUTSIDE
 OD1616'DISTRICT.
 OD1616'
 OD1616'TO REACH THE STATION FROM THE CITY HALL IN SARATOGA SPRINGS,
 OD1616'GO NORTHWEST ON STATE HIGHWAY 9N (CHURCH STREET) FOR 1.45 MILES
 OD1616'TO THE STATION ON THE LEFT.
 OD1616'
 OD1616'TO REACH AZIMUTH MARK, AXB-1 (SACGS), FROM THE STATION,
 OD1616'CONTINUE NORTHWEST ON STATE HIGHWAY 9N (CHURCH STREET) FOR
 OD1616'0.40 MILE TO THE MARK ON THE LEFT.
 OD1616'
 OD1616'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1616'SURVEY STAMPED AXB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1616'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1616'GROUND.  IT IS LOCATED 77.5 FEET NORTHWEST OF HYDRANT ON NORTH
 OD1616'SIDE OF TAIT LANE, 185.0 FEET NORTHWEST OF 30-INCH WHITE PINE
 OD1616'TREE ON SOUTHEAST SIDE OF BLACKTOP TURNAROUND ON TAIT LANE, 132.0
 OD1616'FEET NORTHEAST OF CLUMP OF FOUR 8-INCH MAPLE TREES SOUTHWEST OF
 OD1616'BLACKTOP TURNAROUND ON TAIT LANE, ALL SOUTHWEST OF STATE
 OD1616'HIGHWAY 9N (CHURCH STREET) AND 24.4 FEET SOUTHWEST OF
 OD1616'CENTERLINE OF STATE HIGHWAY 9N (CHURCH STREET).  THE
 OD1616'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 OD1616'OF CONCRETE THAT IS 48 INCHES BELOW THE SURFACE.
 OD1616'
 OD1616'AZIMUTH MARK, AXB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1616'COUNTY GEODETIC SURVEY STAMPED AXB-1.  IT IS SET IN THE TOP OF
 OD1616'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1616'GROUND.  IT IS LOCATED 91.0 FEET SOUTHWEST OF HYDRANT ON NORTH
 OD1616'SIDE OF STATE HIGHWAY 9N (CHURCH STREET), 88.8 FEET WEST OF
 OD1616'POLE NYT 53, 24.0 FEET NORTHWEST OF RANGE LINE OFF EASTERLY
 OD1616'SIDE OF A HOUSE ON NORTHWEST SIDE OF STATE HIGHWAY 9N (CHURCH
 OD1616'STREET), 5.6 FEET NORTHEAST OF FENCE CORNER, 35.2 FEET
 OD1616'SOUTHEAST OF POLE NYT 54, BOTH ON SOUTHWEST SIDE OF STATE
 OD1616'HIGHWAY 9N (CHURCH STREET), 99.5 FEET SOUTHEAST OF
 OD1616'32-INCH MAPLE TREE ON NORTHEAST SIDE OF STATE HIGHWAY 9N
 OD1616'(CHURCH STREET) AND 30.6 FEET SOUTHWEST OF CENTERLINE OF
 OD1616'STATE HIGHWAY 9N (CHURCH STREET).
 OD1616'
 OD1616'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 OD1616
 OD1616                          STATION RECOVERY (2003)
 OD1616
 OD1616'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1616'RECOVERED IN GOOD CONDITION.
 OD1616
 OD1616                          STATION RECOVERY (2004)
 OD1616
 OD1616'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1616'RECOVERED IN GOOD CONDITION.
 OD1616
 OD1616                          STATION RECOVERY (2005)
 OD1616
 OD1616'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1616'RECOVERED IN GOOD CONDITION.
 OD1616
 OD1616                          STATION RECOVERY (2006)
 OD1616
 OD1616'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1615 ***********************************************************************
 OD1615  DESIGNATION -  AXC
 OD1615  PID         -  OD1615
 OD1615  STATE/COUNTY-  NY/SARATOGA
 OD1615  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1615
 OD1615                         *CURRENT SURVEY CONTROL
 OD1615  ___________________________________________________________________
 OD1615* NAD 83(1996)-  43 06 00.47757(N)    073 47 31.99498(W)     ADJUSTED  
 OD1615* NAVD 88     -       113.6    (meters)     373.     (feet)  VERTCON   
 OD1615  ___________________________________________________________________
 OD1615  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OD1615  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 OD1615
 OD1615  HORZ ORDER  -  SECOND
 OD1615
 OD1615.The horizontal coordinates were established by classical geodetic methods
 OD1615.and adjusted by the National Geodetic Survey in January 1999..
 OD1615
 OD1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1615
 OD1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1615
 OD1615.The geoid height was determined by GEOID03.
 OD1615
 OD1615;                    North         East     Units Scale Factor Converg.
 OD1615;SPC NY E     -   474,038.090   207,613.531   MT  0.99994082   +0 29 01.0
 OD1615;SPC NY E     - 1,555,239.97    681,145.39   sFT  0.99994082   +0 29 01.0
 OD1615;UTM  18      - 4,772,642.319   598,284.575   MT  0.99971883   +0 49 31.1
 OD1615
 OD1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1615!SPC NY E     -   0.99998697  x   0.99994082  =   0.99992779
 OD1615!UTM  18      -   0.99998697  x   0.99971883  =   0.99970580
 OD1615
 OD1615:                Primary Azimuth Mark                     Grid Az
 OD1615:SPC NY E     -  SARATOGA 2 RM 5                          111 19 41.5
 OD1615:UTM  18      -  SARATOGA 2 RM 5                          110 59 11.4
 OD1615
 OD1615|---------------------------------------------------------------------|
 OD1615| PID    Reference Object                     Distance      Geod. Az  |
 OD1615|                                                           dddmmss.s |
 OD1615| OD1621 SARATOGA 2 RM 5                     470.799 METERS 1114842.5 |
 OD1615| OD1616 AXB                                 APPROX. 2.3 KM 2245533.7 |
 OD1615| DA2940 AXC 1                                              3183917.4 |
 OD1615|---------------------------------------------------------------------|
 OD1615
 OD1615                          SUPERSEDED SURVEY CONTROL
 OD1615
 OD1615  NAD 83(1996)-  43 06 00.48022(N)    073 47 31.99580(W) AD(       ) 2
 OD1615  NAD 83(1996)-  43 06 00.48032(N)    073 47 31.99591(W) AD(       ) 2
 OD1615  NAD 83(1992)-  43 06 00.48116(N)    073 47 31.99554(W) AD(       ) 2
 OD1615  NAD 83(1992)-  43 06 00.48124(N)    073 47 31.99571(W) AD(       ) 2
 OD1615  NAD 83(1986)-  43 06 00.48204(N)    073 47 31.99478(W) AD(       ) 2
 OD1615  NAD 27      -  43 06 00.21509(N)    073 47 33.56036(W) AD(       ) 2
 OD1615  NGVD 29 (07/19/86)  113.8    (m)          373.     (f) VERT ANG       
 OD1615
 OD1615.Superseded values are not recommended for survey control.
 OD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1615.See file dsdata.txt to determine how the superseded data were derived.
 OD1615
 OD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9828572642(NAD 83)
 OD1615_MARKER: DD = SURVEY DISK
 OD1615_SETTING: 0 = UNSPECIFIED SETTING
 OD1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1615+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1615
 OD1615  HISTORY     - Date     Condition        Report By
 OD1615  HISTORY     - 1973     MONUMENTED       NY-091
 OD1615  HISTORY     - 20010806 GOOD             USPSQD
 OD1615  HISTORY     - 20020809 GOOD             USPSQD
 OD1615  HISTORY     - 20030809 GOOD             USPSQD
 OD1615  HISTORY     - 20040809 GOOD             USPSQD
 OD1615  HISTORY     - 20050809 GOOD             USPSQD
 OD1615  HISTORY     - 20060829 GOOD             USPSQD
 OD1615
 OD1615                          STATION DESCRIPTION
 OD1615
 OD1615'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1615'THE STATION IS ABOUT 3.5 MILES SOUTHEAST OF GREENFIELD CENTER, AND
 OD1615'7.5 MILES NORTHEAST OF BALLSTON SPA, IN THE CITY OF SARATOGA
 OD1615'SPRINGS, OUTSIDE DISTRICT.
 OD1615'
 OD1615'TO REACH THE STATION FROM THE CITY HALL IN SARATOGA SPRINGS,
 OD1615'GO NORTHEAST ON STATE HIGHWAY 50 FOR 0.20 MILE TO THE
 OD1615'INTERSECTION OF STATE HIGHWAY 50, NORTH BROADWAY, AND VAN
 OD1615'DAM STREET.  TURN LEFT AND GO WEST ON VAN DAM STREET FOR 0.20 MILE
 OD1615'TO INTERSECTION OF CLINTON STREET.  TURN RIGHT ON CLINTON STREET
 OD1615'AND GO NORTHWEST FOR 1.05 MILES TO THE STATION ON THE LEFT.
 OD1615'
 OD1615'TO REACH AZIMUTH MARK, AXC-1 (SACGS), FROM THE STATION,
 OD1615'CONTINUE NORTHWEST ON CLINTON STREET FOR 0.20 MILE TO THE MARK ON
 OD1615'THE LEFT.
 OD1615'
 OD1615'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1615'SURVEY STAMPED AXC.  THE SURFACE MARK IS IMBEDDED IN A BRIDGE
 OD1615'ABUTMENT.  IT IS LOCATED 26.0 FEET SOUTHWEST OF THE CENTER OF A
 OD1615'CATCH BASIN ON NORTHEAST SIDE OF CLINTON STREET, 4.3 FEET
 OD1615'NORTHWEST OF CENTER OF A CATCH BASIN ON THE SOUTHWEST SIDE OF
 OD1615'CLINTON STREET, 13.1 FEET SOUTHEAST OF CENTERLINE OF
 OD1615'DELAWARE-HUDSON RAILROAD TRACK, 49.7 FEET SOUTHWEST OF
 OD1615'NORTHWESTERLY MOST CORNER OF A CONCRETE WALK ON THE NORTHEAST SIDE
 OD1615'OF CLINTON STREET AND 13.8 FEET SOUTHWEST OF CENTERLINE OF
 OD1615'CLINTON STREET.
 OD1615'
 OD1615'AZIMUTH MARK, ACX-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 OD1615'GEODETIC SURVEY STAMPED AXC-1.  IT IS SET IN THE TOP OF A
 OD1615'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1615'GROUND.  IT IS LOCATED 82.0 FEET NORTHWEST OF NORTHERLY MOST
 OD1615'CORNER OF CONCRETE HEADWALL NORTHWEST OF A DIRT DRIVE OFF THE
 OD1615'EASTERLY SIDE OF CLINTON STREET, 95.5 FEET SOUTHEAST OF A
 OD1615'TELEGRAPH POLE, 60.0 FEET SOUTH OF SOUTHWESTERLY MOST CORNER OF
 OD1615'CONCRETE HEADWALL, BOTH WEST OF CLINTON STEET, 71.3 FEET
 OD1615'SOUTHWEST OF SOUTHEASTERLY MOST CORNER OF CONCRETE HEADWALL ON
 OD1615'EAST SIDE OF CLINTON STREET, AND 14.4 FEET SOUTHWEST OF
 OD1615'CENTERLINE OF CLINTON STREET.
 OD1615'
 OD1615'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 OD1615
 OD1615                          STATION RECOVERY (2001)
 OD1615
 OD1615'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1615'RECOVERED IN GOOD CONDITION.
 OD1615
 OD1615                          STATION RECOVERY (2002)
 OD1615
 OD1615'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1615'RECOVERED IN GOOD CONDITION.
 OD1615
 OD1615                          STATION RECOVERY (2003)
 OD1615
 OD1615'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1615'RECOVERED IN GOOD CONDITION.
 OD1615
 OD1615                          STATION RECOVERY (2004)
 OD1615
 OD1615'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1615'RECOVERED IN GOOD CONDITION.
 OD1615
 OD1615                          STATION RECOVERY (2005)
 OD1615
 OD1615'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1615'RECOVERED IN GOOD CONDITION.
 OD1615
 OD1615                          STATION RECOVERY (2006)
 OD1615
 OD1615'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1628 ***********************************************************************
 OD1628  DESIGNATION -  AYA
 OD1628  PID         -  OD1628
 OD1628  STATE/COUNTY-  NY/SARATOGA
 OD1628  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1628
 OD1628                         *CURRENT SURVEY CONTROL
 OD1628  ___________________________________________________________________
 OD1628* NAD 83(1996)-  43 06 37.43439(N)    073 51 25.70860(W)     ADJUSTED  
 OD1628* NAVD 88     -       197.2    (meters)     647.     (feet)  VERTCON   
 OD1628  ___________________________________________________________________
 OD1628  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 OD1628  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OD1628
 OD1628  HORZ ORDER  -  SECOND
 OD1628
 OD1628.The horizontal coordinates were established by classical geodetic methods
 OD1628.and adjusted by the National Geodetic Survey in January 1999..
 OD1628
 OD1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1628
 OD1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1628
 OD1628.The geoid height was determined by GEOID03.
 OD1628
 OD1628;                    North         East     Units Scale Factor Converg.
 OD1628;SPC NY E     -   475,135.895   202,320.218   MT  0.99993366   +0 26 21.6
 OD1628;SPC NY E     - 1,558,841.68    663,778.92   sFT  0.99993366   +0 26 21.6
 OD1628;UTM  18      - 4,773,708.295   592,986.000   MT  0.99970636   +0 46 51.9
 OD1628
 OD1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1628!SPC NY E     -   0.99997384  x   0.99993366  =   0.99990750
 OD1628!UTM  18      -   0.99997384  x   0.99970636  =   0.99968021
 OD1628
 OD1628:                Primary Azimuth Mark                     Grid Az
 OD1628:SPC NY E     -  WOOD                                     044 15 00.8
 OD1628:UTM  18      -  WOOD                                     043 54 30.5
 OD1628
 OD1628|---------------------------------------------------------------------|
 OD1628| PID    Reference Object                     Distance      Geod. Az  |
 OD1628|                                                           dddmmss.s |
 OD1628| OD1632 WOOD                                APPROX. 0.8 KM 0444122.4 |
 OD1628| DA2941 AYA 1                                              0801030.3 |
 OD1628| OD1630 AYA A SACGS 1973                     23.837 METERS 08938     |
 OD1628| DA2942 AYA 2                                              2532748.4 |
 OD1628|---------------------------------------------------------------------|
 OD1628
 OD1628                          SUPERSEDED SURVEY CONTROL
 OD1628
 OD1628  NAD 83(1996)-  43 06 37.43751(N)    073 51 25.70982(W) AD(       ) 2
 OD1628  NAD 83(1996)-  43 06 37.43753(N)    073 51 25.70975(W) AD(       ) 2
 OD1628  NAD 83(1992)-  43 06 37.43828(N)    073 51 25.70935(W) AD(       ) 2
 OD1628  NAD 83(1992)-  43 06 37.43829(N)    073 51 25.70935(W) AD(       ) 2
 OD1628  NAD 83(1986)-  43 06 37.43892(N)    073 51 25.70842(W) AD(       ) 2
 OD1628  NAD 27      -  43 06 37.17288(N)    073 51 27.26689(W) AD(       ) 2
 OD1628  NGVD 29 (07/19/86)  197.4    (m)          648.     (f) VERT ANG       
 OD1628
 OD1628.Superseded values are not recommended for survey control.
 OD1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1628.See file dsdata.txt to determine how the superseded data were derived.
 OD1628
 OD1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9298673708(NAD 83)
 OD1628_MARKER: DD = SURVEY DISK
 OD1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1628+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1628
 OD1628  HISTORY     - Date     Condition        Report By
 OD1628  HISTORY     - 1973     MONUMENTED       NY-091
 OD1628  HISTORY     - 20030804 GOOD             USPSQD
 OD1628  HISTORY     - 20040805 GOOD             USPSQD
 OD1628  HISTORY     - 20050805 GOOD             USPSQD
 OD1628  HISTORY     - 20060829 GOOD             USPSQD
 OD1628
 OD1628                          STATION DESCRIPTION
 OD1628
 OD1628'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1628'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF GREENFIELD CENTER,
 OD1628'4.0 MILES NORTHWEST OF THE CITY OF SARATOGA SPRINGS, 7.5 MILES
 OD1628'NORTH OF BALLSTON SPA, IN THE TOWNSHIP OF GREENFIELD.
 OD1628'
 OD1628'TO REACH THE STATION FROM THE POST OFFICE IN GREENFIELD CENTER,
 OD1628'GO SOUTH ON STATE HIGHWAY 9N FOR 1.2 MILES TO THE T-INTERSECTION,
 OD1628'WING ROAD.  TURN RIGHT AND GO WEST ON WING ROAD FOR 0.50 MILE TO
 OD1628'AZIMUTH MARK AYA-1 (SACGS), ON THE RIGHT.  CONTINUE WEST ON WING
 OD1628'ROAD FOR 0.15 MILE TO STATION ON LEFT.
 OD1628'
 OD1628'TO REACH AZIMUTH MARK, AYA-2 (SACGS), FROM THE STATION, GO WEST
 OD1628'ON WING ROAD FOR 0.10 MILE TO MARK ON LEFT.
 OD1628'
 OD1628'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1628'SURVEY STAMPED AYA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1628'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1628'THE GROUND.  IT IS LOCATED 57.1 FEET NORTHWEST OF A FENCE POST
 OD1628'ON THE EAST SIDE OF A GRAVEL WALK, 71.4 FEET NORTHWEST OF A
 OD1628'31-INCH MAPLE TREE BEHIND A STONEWALL, 86.8 FEET SOUTHWEST OF
 OD1628'POLE 8 SOUTH OF A WOOD FRAME OUTBUILDING, AND 12.9 FEET SOUTH
 OD1628'OF THE CENTERLINE OF WING ROAD.  THE UNDERGROUND MARK IS SET IN
 OD1628'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1628'GROUND.
 OD1628'
 OD1628'AZIMUTH MARK, AYA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1628'COUNTY GEODETIC SURVEY STAMPED AYA-1.  IT IS SET IN THE TOP OF A
 OD1628'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1628'GROUND.  IT IS LOCATED 57.4 FEET NORTHEAST OF POLE NYP AND L 7,
 OD1628'6.1 FEET SOUTHEAST OF A 10-INCH LOCUST TREE, 4.3 FEET SOUTHWEST
 OD1628'OF POLE NM 23/6A AND 13.0 FEET NORTH OF THE CENTERLINE OF WING
 OD1628'ROAD.
 OD1628'
 OD1628'AZIMUTH MARK, AYA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1628'COUNTY GEODETIC SURVEY STAMPED AYA-2.  IT IS SET IN THE TOP OF A
 OD1628'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1628'GROUND.  IT IS LOCATED 56.5 FEET SOUTHEAST OF A 30-INCH POPLAR
 OD1628'TREE, 24.7 FEET EAST OF POLE NYP AND L 23/3, 22.7 FEET NORTHWEST
 OD1628'OF A 18-INCH ASH TREE AND 15.6 FEET SOUTH OF THE CENTERLINE OF
 OD1628'WING ROAD.
 OD1628'
 OD1628'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 OD1628
 OD1628                          STATION RECOVERY (2003)
 OD1628
 OD1628'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1628'RECOVERED IN GOOD CONDITION.
 OD1628
 OD1628                          STATION RECOVERY (2004)
 OD1628
 OD1628'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1628'RECOVERED IN GOOD CONDITION.
 OD1628
 OD1628                          STATION RECOVERY (2005)
 OD1628
 OD1628'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1628'RECOVERED IN GOOD CONDITION.
 OD1628
 OD1628                          STATION RECOVERY (2006)
 OD1628
 OD1628'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1614 ***********************************************************************
 OD1614  DESIGNATION -  AYB
 OD1614  PID         -  OD1614
 OD1614  STATE/COUNTY-  NY/SARATOGA
 OD1614  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1614
 OD1614                         *CURRENT SURVEY CONTROL
 OD1614  ___________________________________________________________________
 OD1614* NAD 83(1996)-  43 06 56.92327(N)    073 50 37.38954(W)     ADJUSTED  
 OD1614* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 OD1614  ___________________________________________________________________
 OD1614  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OD1614  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OD1614
 OD1614  HORZ ORDER  -  SECOND
 OD1614
 OD1614.The horizontal coordinates were established by classical geodetic methods
 OD1614.and adjusted by the National Geodetic Survey in January 1999..
 OD1614
 OD1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1614
 OD1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1614
 OD1614.The geoid height was determined by GEOID03.
 OD1614
 OD1614;                    North         East     Units Scale Factor Converg.
 OD1614;SPC NY E     -   475,745.723   203,407.884   MT  0.99993508   +0 26 54.8
 OD1614;SPC NY E     - 1,560,842.43    667,347.37   sFT  0.99993508   +0 26 54.8
 OD1614;UTM  18      - 4,774,324.459   594,069.764   MT  0.99970886   +0 47 25.2
 OD1614
 OD1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1614!SPC NY E     -   0.99997500  x   0.99993508  =   0.99991008
 OD1614!UTM  18      -   0.99997500  x   0.99970886  =   0.99968387
 OD1614
 OD1614:                Primary Azimuth Mark                     Grid Az
 OD1614:SPC NY E     -  AYB 1                                    181 53 34.2
 OD1614:UTM  18      -  AYB 1                                    181 33 03.8
 OD1614
 OD1614|---------------------------------------------------------------------|
 OD1614| PID    Reference Object                     Distance      Geod. Az  |
 OD1614|                                                           dddmmss.s |
 OD1614| DA2943 AYB 1                                              1822029.0 |
 OD1614| OD1624 AYB 2 SACGS 1973                    413.970 METERS 3404618.7 |
 OD1614|---------------------------------------------------------------------|
 OD1614
 OD1614                          SUPERSEDED SURVEY CONTROL
 OD1614
 OD1614  NAD 83(1996)-  43 06 56.92632(N)    073 50 37.39070(W) AD(       ) 2
 OD1614  NAD 83(1996)-  43 06 56.92635(N)    073 50 37.39065(W) AD(       ) 2
 OD1614  NAD 83(1992)-  43 06 56.92712(N)    073 50 37.39026(W) AD(       ) 2
 OD1614  NAD 83(1992)-  43 06 56.92714(N)    073 50 37.39026(W) AD(       ) 2
 OD1614  NAD 83(1986)-  43 06 56.92781(N)    073 50 37.38928(W) AD(       ) 2
 OD1614  NAD 27      -  43 06 56.66183(N)    073 50 38.94940(W) AD(       ) 2
 OD1614  NGVD 29 (07/19/86)  190.0    (m)          623.     (f) VERT ANG       
 OD1614
 OD1614.Superseded values are not recommended for survey control.
 OD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1614.See file dsdata.txt to determine how the superseded data were derived.
 OD1614
 OD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9407074324(NAD 83)
 OD1614_MARKER: DD = SURVEY DISK
 OD1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1614+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1614
 OD1614  HISTORY     - Date     Condition        Report By
 OD1614  HISTORY     - 1973     MONUMENTED       NY-091
 OD1614  HISTORY     - 20030804 GOOD             USPSQD
 OD1614  HISTORY     - 20040805 GOOD             USPSQD
 OD1614  HISTORY     - 20050805 GOOD             USPSQD
 OD1614  HISTORY     - 20060829 GOOD             USPSQD
 OD1614
 OD1614                          STATION DESCRIPTION
 OD1614
 OD1614'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1614'THE STATION IS ABOUT 1.0 MILE SOUTH OF GREENFIELD CENTER, 4.0
 OD1614'MILES NORTHWEST OF THE CITY OF SARATOGA SPRINGS, AND 8.0 MILES
 OD1614'NORTH OF BALLSTON SPA, IN THE TOWNSHIP OF GREENFIELD.
 OD1614'
 OD1614'TO REACH THE STATION FROM THE POST OFFICE IN GREENFIELD CENTER,
 OD1614'GO SOUTH ON STATE HIGHWAY 9N FOR 0.65 MILE TO AZIMUTH MARK,
 OD1614'AYB-2 (SACGS), ON RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 9N FOR
 OD1614'0.25 MILE TO STATION ON LEFT.
 OD1614'
 OD1614'TO REACH AZIMUTH MARK AYB-1 (SACGS), FROM THE STATION GO SOUTH
 OD1614'ON STATE HIGHWAY 9N FOR 0.35 MILE TO MARK ON RIGHT.
 OD1614'
 OD1614'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1614'SURVEY STAMPED AYB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1614'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1614'GROUND.  IT IS LOCATED 47.5 FEET SOUTHWEST OF A 36-INCH WHITE
 OD1614'PINE TREE, 86.1 FEET SOUTHEAST OF A 9-INCH LARCH TREE, 52.8 FEET
 OD1614'NORTH OF A DOUBLE POLE NM 123 1/2, AND 19.3 FEET EAST OF THE
 OD1614'CENTERLINE OF STATE HIGHWAY 9N.  THE UNDERGROUND MARK IS SET IN
 OD1614'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1614'GROUND.
 OD1614'
 OD1614'AZIMUTH MARK, AYB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1614'COUNTY GEODETIC SURVEY STAMPED AYB-1.  IT IS SET IN THE TOP OF A
 OD1614'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1614'GROUND.  IT IS LOCATED 29.7 FEET SOUTH OF POLE NM 116 1/2, 62.4
 OD1614'FEET SOUTHWEST OF POLE NM 116-1, 109.4 FEET NORTHWEST OF THE
 OD1614'WEST POST OF A SIGN HAWK MOBILE HOMES, AND 25.8 FEET WEST OF THE
 OD1614'CENTERLINE OF STATE HIGHWAY 9N.
 OD1614'
 OD1614'AZIMUTH MARK, AYB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1614'COUNTY GEODETIC SURVEY STAMPED AYB-2.  IT IS SET IN THE TOP OF A
 OD1614'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1614'GROUND.  IT IS LOCATED 81.8 FEET SOUTHWEST OF A 26-INCH WHITE
 OD1614'PINE TREE, 93.0 FEET NORTHWEST OF A TELEPHONE BOX, 75.6 FEET
 OD1614'NORTH OF POLE NM 126, AND 19.1 FEET WEST OF THE CENTERLINE OF
 OD1614'STATE HIGHWAY 9N.
 OD1614'
 OD1614'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 OD1614
 OD1614                          STATION RECOVERY (2003)
 OD1614
 OD1614'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1614'RECOVERED IN GOOD CONDITION.
 OD1614
 OD1614                          STATION RECOVERY (2004)
 OD1614
 OD1614'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1614'RECOVERED IN GOOD CONDITION.
 OD1614
 OD1614                          STATION RECOVERY (2005)
 OD1614
 OD1614'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1614'RECOVERED IN GOOD CONDITION.
 OD1614
 OD1614                          STATION RECOVERY (2006)
 OD1614
 OD1614'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1624 ***********************************************************************
 OD1624  DESIGNATION -  AYB 2 SACGS 1973
 OD1624  PID         -  OD1624
 OD1624  STATE/COUNTY-  NY/SARATOGA
 OD1624  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1624
 OD1624                         *CURRENT SURVEY CONTROL
 OD1624  ___________________________________________________________________
 OD1624* NAD 83(1996)-  43 07 09.58947(N)    073 50 43.42027(W)     ADJUSTED  
 OD1624* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 OD1624  ___________________________________________________________________
 OD1624  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 OD1624  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OD1624
 OD1624  HORZ ORDER  -  SECOND
 OD1624
 OD1624.The horizontal coordinates were established by classical geodetic methods
 OD1624.and adjusted by the National Geodetic Survey in January 1999..
 OD1624
 OD1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1624
 OD1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1624
 OD1624.The geoid height was determined by GEOID03.
 OD1624
 OD1624;                    North         East     Units Scale Factor Converg.
 OD1624;SPC NY E     -   476,135.495   203,268.504   MT  0.99993490   +0 26 50.8
 OD1624;SPC NY E     - 1,562,121.20    666,890.08   sFT  0.99993490   +0 26 50.8
 OD1624;UTM  18      - 4,774,713.305   593,928.093   MT  0.99970853   +0 47 21.3
 OD1624
 OD1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1624!SPC NY E     -   0.99997392  x   0.99993490  =   0.99990882
 OD1624!UTM  18      -   0.99997392  x   0.99970853  =   0.99968245
 OD1624
 OD1624:                Primary Azimuth Mark                     Grid Az
 OD1624:SPC NY E     -  AYB                                      160 19 23.8
 OD1624:UTM  18      -  AYB                                      159 58 53.3
 OD1624
 OD1624|---------------------------------------------------------------------|
 OD1624| PID    Reference Object                     Distance      Geod. Az  |
 OD1624|                                                           dddmmss.s |
 OD1624| OD1614 AYB                                 413.970 METERS 1604614.6 |
 OD1624| OD1631 WOOD TRAV NO 1 1973                 365.573 METERS 34828     |
 OD1624|---------------------------------------------------------------------|
 OD1624
 OD1624                          SUPERSEDED SURVEY CONTROL
 OD1624
 OD1624  NAD 83(1996)-  43 07 09.59253(N)    073 50 43.42140(W) AD(       ) 2
 OD1624  NAD 83(1996)-  43 07 09.59256(N)    073 50 43.42136(W) AD(       ) 2
 OD1624  NAD 83(1992)-  43 07 09.59333(N)    073 50 43.42098(W) AD(       ) 2
 OD1624  NAD 83(1992)-  43 07 09.59334(N)    073 50 43.42098(W) AD(       ) 2
 OD1624  NAD 83(1986)-  43 07 09.59400(N)    073 50 43.42002(W) AD(       ) 2
 OD1624  NAD 27      -  43 07 09.32814(N)    073 50 44.97991(W) AD(       ) 2
 OD1624  NGVD 29 (07/19/86)  196.9    (m)          646.     (f) VERT ANG       
 OD1624
 OD1624.Superseded values are not recommended for survey control.
 OD1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1624.See file dsdata.txt to determine how the superseded data were derived.
 OD1624
 OD1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9392874713(NAD 83)
 OD1624_MARKER: DD = SURVEY DISK
 OD1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1624+STABILITY: SURFACE MOTION
 OD1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1624+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1624
 OD1624  HISTORY     - Date     Condition        Report By
 OD1624  HISTORY     - 1973     MONUMENTED       NY-091
 OD1624  HISTORY     - 20030804 GOOD             USPSQD
 OD1624  HISTORY     - 20040805 GOOD             USPSQD
 OD1624  HISTORY     - 20050805 GOOD             USPSQD
 OD1624  HISTORY     - 20060829 GOOD             USPSQD
 OD1624
 OD1624                          STATION DESCRIPTION
 OD1624
 OD1624'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1624'STATION AYB SACGS IS ABOUT 1.0 MILE SOUTH OF GREENFIELD CENTER, 4.0
 OD1624'MILES NORTHWEST OF THE CITY OF SARATOGA SPRINGS, AND 8.0 MILES
 OD1624'NORTH OF BALLSTON SPA, IN THE TOWNSHIP OF GREENFIELD.
 OD1624'
 OD1624'TO REACH STATION AYB SACGS FROM THE POST OFFICE IN GREENFIELD CENTER,
 OD1624'GO SOUTH ON STATE HIGHWAY 9N FOR 0.65 MILE TO AZIMUTH MARK,
 OD1624'AYB-2 (SACGS), ON RIGHT.
 OD1624'
 OD1624'AZIMUTH MARK, AYB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1624'COUNTY GEODETIC SURVEY STAMPED AYB-2.  IT IS SET IN THE TOP OF A
 OD1624'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1624'GROUND.  IT IS LOCATED 81.8 FEET SOUTHWEST OF A 26-INCH WHITE
 OD1624'PINE TREE, 93.0 FEET NORTHWEST OF A TELEPHONE BOX, 75.6 FEET
 OD1624'NORTH OF POLE NM 126, AND 19.1 FEET WEST OF THE CENTERLINE OF
 OD1624'STATE HIGHWAY 9N.
 OD1624
 OD1624                          STATION RECOVERY (2003)
 OD1624
 OD1624'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1624'MARK IS 12 INCHES UNDER LAWN
 OD1624
 OD1624                          STATION RECOVERY (2004)
 OD1624
 OD1624'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1624'RECOVERED IN GOOD CONDITION.
 OD1624
 OD1624                          STATION RECOVERY (2005)
 OD1624
 OD1624'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1624'RECOVERED IN GOOD CONDITION.
 OD1624
 OD1624                          STATION RECOVERY (2006)
 OD1624
 OD1624'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1603 ***********************************************************************
 OD1603  DESIGNATION -  AYC 2 SACGS 1973
 OD1603  PID         -  OD1603
 OD1603  STATE/COUNTY-  NY/SARATOGA
 OD1603  USGS QUAD   -  CORINTH (1968)
 OD1603
 OD1603                         *CURRENT SURVEY CONTROL
 OD1603  ___________________________________________________________________
 OD1603* NAD 83(1996)-  43 07 42.57083(N)    073 50 47.54627(W)     ADJUSTED  
 OD1603* NAVD 88     -       209.2    (meters)     686.     (feet)  VERTCON   
 OD1603  ___________________________________________________________________
 OD1603  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 OD1603  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 OD1603
 OD1603  HORZ ORDER  -  SECOND
 OD1603
 OD1603.The horizontal coordinates were established by classical geodetic methods
 OD1603.and adjusted by the National Geodetic Survey in January 1999..
 OD1603
 OD1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1603
 OD1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1603
 OD1603.The geoid height was determined by GEOID03.
 OD1603
 OD1603;                    North         East     Units Scale Factor Converg.
 OD1603;SPC NY E     -   477,152.467   203,167.305   MT  0.99993476   +0 26 48.3
 OD1603;SPC NY E     - 1,565,457.72    666,558.07   sFT  0.99993476   +0 26 48.3
 OD1603;UTM  18      - 4,775,729.425   593,820.852   MT  0.99970828   +0 47 19.0
 OD1603
 OD1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1603!SPC NY E     -   0.99997195  x   0.99993476  =   0.99990671
 OD1603!UTM  18      -   0.99997195  x   0.99970828  =   0.99968024
 OD1603
 OD1603                          SUPERSEDED SURVEY CONTROL
 OD1603
 OD1603  NAD 83(1996)-  43 07 42.57392(N)    073 50 47.54729(W) AD(       ) 2
 OD1603  NAD 83(1992)-  43 07 42.57471(N)    073 50 47.54693(W) AD(       ) 2
 OD1603  NAD 83(1986)-  43 07 42.57535(N)    073 50 47.54604(W) AD(       ) 2
 OD1603  NAD 27      -  43 07 42.30976(N)    073 50 49.10569(W) AD(       ) 2
 OD1603  NGVD 29 (07/19/86)  209.4    (m)          687.     (f) VERT ANG       
 OD1603
 OD1603.Superseded values are not recommended for survey control.
 OD1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1603.See file dsdata.txt to determine how the superseded data were derived.
 OD1603
 OD1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9382175729(NAD 83)
 OD1603_MARKER: DD = SURVEY DISK
 OD1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1603+STABILITY: SURFACE MOTION
 OD1603
 OD1603  HISTORY     - Date     Condition        Report By
 OD1603  HISTORY     - 1973     MONUMENTED       NY-091
 OD1603
 OD1603                          STATION DESCRIPTION
 OD1603
 OD1603'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1603'STATION AYC SACGS IS ABOUT 0.05 MILE WEST OF GREENFIELD CENTER, 4.5
 OD1603'MILES NORTHWEST OF THE CITY OF SARATOGA SPRINGS, AND 8.5 MILES
 OD1603'NORTH OF BALLSTON SPA, IN THE TOWNSHIP OF GREENFIELD.
 OD1603'
 OD1603'TO REACH AZIMUTH MARK, AYC-2, (SACGS), FROM THE STATION, GO
 OD1603'EAST ON SOUTH GREENFIELD ROAD FOR 0.05 MILE TO INTERSECTION OF
 OD1603'STATE HIGHWAY 9N AND COUNTY HIGHWAY 36, AND MARK ON NORTHEAST
 OD1603'CORNER OF INTERSECTION.
 OD1603'
 OD1603'AZIMUTH MARK, AYC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1603'COUNTY GEODETIC SURVEY STAMPED AYC-2.  IT IS SET IN THE TOP OF A
 OD1603'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 OD1603'ABOVE THE GROUND.  IT IS LOCATED 24.0 FEET EAST OF THE
 OD1603'CENTERLINE OF STATE HIGHWAY 9N, 31.1 FEET NORTH OF THE
 OD1603'CENTERLINE OF COUNTY HIGHWAY 36 (WILTON ROAD), 3.2 FEET NORTH OF
 OD1603'POLE NM 68-930, NT 1/2 ON THE NORTHEAST CORNER OF STATE HIGHWAY
 OD1603'9N AND COUNTY HIGHWAY 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1589 ***********************************************************************
 OD1589  DESIGNATION -  AYC RESET
 OD1589  PID         -  OD1589
 OD1589  STATE/COUNTY-  NY/SARATOGA
 OD1589  USGS QUAD   -  CORINTH (1968)
 OD1589
 OD1589                         *CURRENT SURVEY CONTROL
 OD1589  ___________________________________________________________________
 OD1589* NAD 83(1996)-  43 07 41.86266(N)    073 50 52.79227(W)     ADJUSTED  
 OD1589* NAVD 88     -       213.4    (meters)     700.     (feet)  VERTCON   
 OD1589  ___________________________________________________________________
 OD1589  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 OD1589  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 OD1589
 OD1589  HORZ ORDER  -  SECOND
 OD1589
 OD1589.The horizontal coordinates were established by classical geodetic methods
 OD1589.and adjusted by the National Geodetic Survey in January 1999..
 OD1589
 OD1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1589
 OD1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1589
 OD1589.The geoid height was determined by GEOID03.
 OD1589
 OD1589;                    North         East     Units Scale Factor Converg.
 OD1589;SPC NY E     -   477,129.692   203,048.911   MT  0.99993461   +0 26 44.7
 OD1589;SPC NY E     - 1,565,383.00    666,169.64   sFT  0.99993461   +0 26 44.7
 OD1589;UTM  18      - 4,775,705.949   593,702.623   MT  0.99970801   +0 47 15.4
 OD1589
 OD1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1589!SPC NY E     -   0.99997129  x   0.99993461  =   0.99990590
 OD1589!UTM  18      -   0.99997129  x   0.99970801  =   0.99967931
 OD1589
 OD1589|---------------------------------------------------------------------|
 OD1589| PID    Reference Object                     Distance      Geod. Az  |
 OD1589|                                                           dddmmss.s |
 OD1589| OD1603 AYC 2 SACGS 1973                    120.573 METERS 07933     |
 OD1589| OD1632 WOOD                                APPROX. 1.4 KM 1875104.0 |
 OD1589| AI8984 AYC 1                                              2551432.2 |
 OD1589|---------------------------------------------------------------------|
 OD1589
 OD1589                          SUPERSEDED SURVEY CONTROL
 OD1589
 OD1589  NAD 83(1996)-  43 07 41.86576(N)    073 50 52.79329(W) AD(       ) 2
 OD1589  NAD 83(1992)-  43 07 41.86654(N)    073 50 52.79294(W) AD(       ) 2
 OD1589  NAD 83(1986)-  43 07 41.86718(N)    073 50 52.79206(W) AD(       ) 2
 OD1589  NAD 27      -  43 07 41.60159(N)    073 50 54.35153(W) AD(       ) 2
 OD1589  NGVD 29 (07/19/86)  213.6    (m)          701.     (f) VERT ANG       
 OD1589
 OD1589.Superseded values are not recommended for survey control.
 OD1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1589.See file dsdata.txt to determine how the superseded data were derived.
 OD1589
 OD1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9370375706(NAD 83)
 OD1589_MARKER: DD = SURVEY DISK
 OD1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1589_STAMPING: AYC 1984
 OD1589_MARK LOGO: NY-091
 OD1589_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1589+STABILITY: SURFACE MOTION
 OD1589
 OD1589  HISTORY     - Date     Condition        Report By
 OD1589  HISTORY     - 1984     MONUMENTED       NY-091
 OD1589
 OD1589                          STATION DESCRIPTION
 OD1589
 OD1589'DESCRIBED BY SARATOGA COUNTY NEW YORK 1984 (CLN)
 OD1589'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 OD1589'SURFACE MARK WAS FOUND BROKEN OFF AND TIPPED OVER, PROBABLY BY ROAD
 OD1589'CONSTRUCTION.  A NEW SURFACE MARK WAS SET BUT WAS LEFT 1 FT (0.3 M)
 OD1589'UNDERGROUND TO PROTECT IT.  AZIMUTH MARK 1 WAS FOUND WITH THE DISK
 OD1589'REMOVED FROM THE MONUMENT.  A NEW DISK WAS SET IN THE CENTER OF THE
 OD1589'HOLE WHERE THE DISK WAS REMOVED.  A POLARIS OBSERVATION WAS MADE TO IT
 OD1589'AND A LOWER VALVE OF 20 SECONDS WAS NOTED TO IT.  THE AZIMUTH MARK 2
 OD1589'WAS FOUND BROKEN OFF ALSO.  AN AZIMUTH MARK 3 WAS ESTABLISHED AT THIS
 OD1589'TIME.  A NEW DESCRIPTION FOLLOWS.
 OD1589'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHWEST OF SARATOGA
 OD1589'SPRINGS, 0.2 KM (0.10 MI) WEST OF STATE HIGHWAY 9N AND IN THE SMALL
 OD1589'TOWN OF GREENFIELD CENTER.  IT IS NEAR HOUSE NUMBER 7474 AND IN THE
 OD1589'PAVED AREA ALONG SIDE OF THE ROAD.  TO REACH THE STATION FROM THE POST
 OD1589'OFFICE IN GREENFIELD CENTER, GO WEST ON SOUTH GREENFIELD ROAD FOR 0.1
 OD1589'KM (0.05 MI) TO THE STATION ON THE LEFT.  TO REACH AYC SACGS 1 1984
 OD1589'FROM THE STATION MARK, CONTINUE WEST ON SOUTH GREENFIELD ROAD FOR 0.2
 OD1589'KM (0.10 MI) TO THE MARK ON THE RIGHT.
 OD1589'THE STATION IS A STANDARD SACGS DISK STAMPED--AYC 1984--, SET INTO THE
 OD1589'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 OD1589'RECESSED 12 INCHES (30 CM) BELOW THE GROUND. LOCATED 57.0 FT (17.4 M)
 OD1589'WNW FROM THE NORTHEAST CORNER OF HOUSE NUMBER 7474, 31.4 FT (9.6 M)
 OD1589'NNW FROM THE NORTHWEST CORNER OF HOUSE NUMBER 7474, 75.0 FT (22.9 M)
 OD1589'SW FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 7475, 37.0 FT (11.3 M) W
 OD1589'FROM THE CENTER OF SIDEWALK LEADING TO HOUSE 7474, 15.0 FT (4.6 M) S
 OD1589'FROM THE CENTER OF SOUTH GREENFIELD ROAD AND 24.0 FT (7.3 M) NNW FROM
 OD1589'THE CENTER OF A CONCRETE WELL COVER.
 OD1589'THE UNDERGROUND MARK IS A STANDARD SACGS DISK STAMPED--AYC, SET INTO
 OD1589'AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M) BELOW THE SURFACE.
 OD1589'AZIMUTH MARK NO 1 IS A STANDARD SACGS DISK STAMPED--AYC-1 1984--, SET
 OD1589'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 OD1589'DIAMETER, RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 92.5 FT
 OD1589'(28.2 M) NW FROM THE NORTH LEG OF A WINDMILL, 56.0 FT (17.1 M) N FROM
 OD1589'POWERLINE POLE NUMBER 936-5, 17.5 FT (5.3 M) SW FROM A 18-INCH ASH
 OD1589'TREE, 17.5 FT (5.3 M) N FROM THE CENTER OF THE ROAD, AND 1.5 FT (0.5
 OD1589'M) S FROM A METAL WITNESS POST.
 OD1589'AZIMUTH MARK NO 3 IS A STANDARD SACGS DISK STAMPED--AYC-3 1984--,
 OD1589'CEMENTED IN A DRILL HOLE IN A CONCRETE WALL ALONG SIDE THE WEST SIDE
 OD1589'OF A DRIVEWAY LEADING TO A GARAGE FOR THE HOME OF A MRS BROWN LOCATED
 OD1589'99.0 FT (30.2 M) N FROM THE CENTER OF THE WILTON ROAD, 42.7 FT (13.0
 OD1589'M) W FROM THE WEST SIDE OF THE HOUSE AT A WINDOW TO THE BASEMENT, 24.0
 OD1589'FT (7.3 M) SW FROM THE SOUTHEAST CORNER OF THE GARAGE AND 13.8 FT (4.2
 OD1589'M) S FROM THE SOUTHWEST CORNER OF THE GARAGE.  TO REACH THE AZIMUTH
 OD1589'MARK 3 FROM THE POST OFFICE IN GREENFIELD CENTER, GO EAST ON SOUTH
 OD1589'GREENFIELD ROAD FOR 0.1 KM (0.05 MI) TO A CROSSROAD AT HIGHWAY 9N.
 OD1589'CONTINUE EAST ON WILTON ROAD FOR 0.1 KM (0.05 MI) TO A LARGE TWO-STORY
 OD1589'HOUSE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1915 ***********************************************************************
 NB1915  DESIGNATION -  AYRES
 NB1915  PID         -  NB1915
 NB1915  STATE/COUNTY-  NY/STEUBEN
 NB1915  USGS QUAD   -  CATON (1976)
 NB1915
 NB1915                         *CURRENT SURVEY CONTROL
 NB1915  ___________________________________________________________________
 NB1915* NAD 83(1996)-  42 03 20.48244(N)    077 02 32.82150(W)     ADJUSTED  
 NB1915* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 NB1915  ___________________________________________________________________
 NB1915  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 NB1915  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NB1915
 NB1915  HORZ ORDER  -  THIRD
 NB1915
 NB1915.The horizontal coordinates were established by classical geodetic methods
 NB1915.and adjusted by the National Geodetic Survey in January 1999..
 NB1915
 NB1915.The orthometric height was scaled from a topographic map.
 NB1915
 NB1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1915
 NB1915.The geoid height was determined by GEOID03.
 NB1915
 NB1915;                    North         East     Units Scale Factor Converg.
 NB1915;SPC NY C     -   228,381.227   211,997.317   MT  0.99995526   -0 18 27.2
 NB1915;SPC NY C     -   749,280.74    695,527.86   sFT  0.99995526   -0 18 27.2
 NB1915;UTM  18      - 4,657,977.679   330,992.942   MT  0.99995147   -1 22 06.5
 NB1915
 NB1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1915!SPC NY C     -   0.99991981  x   0.99995526  =   0.99987508
 NB1915!UTM  18      -   0.99991981  x   0.99995147  =   0.99987129
 NB1915
 NB1915:                Primary Azimuth Mark                     Grid Az
 NB1915:SPC NY C     -  QUACKENBUSH                              019 04 29.8
 NB1915:UTM  18      -  QUACKENBUSH                              020 08 09.1
 NB1915
 NB1915|---------------------------------------------------------------------|
 NB1915| PID    Reference Object                     Distance      Geod. Az  |
 NB1915|                                                           dddmmss.s |
 NB1915| NB1825 QUACKENBUSH                         APPROX.15.5 KM 0184602.6 |
 NB1915|---------------------------------------------------------------------|
 NB1915
 NB1915                          SUPERSEDED SURVEY CONTROL
 NB1915
 NB1915  NAD 83(1986)-  42 03 20.48783(N)    077 02 32.81644(W) AD(       ) 3
 NB1915  NAD 27      -  42 03 20.22341(N)    077 02 33.93318(W) AD(       ) 3
 NB1915
 NB1915.Superseded values are not recommended for survey control.
 NB1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1915.See file dsdata.txt to determine how the superseded data were derived.
 NB1915
 NB1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM3099357978(NAD 83)
 NB1915_MARKER: DD = SURVEY DISK
 NB1915_SETTING: 0 = UNSPECIFIED SETTING
 NB1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1915
 NB1915  HISTORY     - Date     Condition        Report By
 NB1915  HISTORY     - 1911     MONUMENTED       USGS
 NB1915
 NB1915                          STATION DESCRIPTION
 NB1915
 NB1915'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 NB1915'IN TOWN OF CATON, ABOUT 7.0 MI S. OF CORNING, ON NEARLY BALD HILL
 NB1915'0.25 MI E. AND 200 FT N. OF RESIDENCE OF MR. AYRES, 2 FT S. OF
 NB1915'E-W. WIRE FENCE AND 3 FT SW. OF TELEPHONE POLE ON WHICH TARGETS
 NB1915'WERE PLACED FOR SIGNAL.
 NB1915'
 NB1915'STATION MARK, MARBLE POST WITH DISK IN TOP, 6- BY 6- BY 24-IN.
 NB1915'SET 23 IN. IN GROUND.
 NB1915'
 NB1915'SIGNAL, TELEPHONE POLE WITH TARGETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2181 ***********************************************************************
 NA2181  DESIGNATION -  AZ OGQ
 NA2181  PID         -  NA2181
 NA2181  STATE/COUNTY-  NY/DELAWARE
 NA2181  USGS QUAD   -  SIDNEY (1982)
 NA2181
 NA2181                         *CURRENT SURVEY CONTROL
 NA2181  ___________________________________________________________________
 NA2181* NAD 83(1996)-  42 18 06.58636(N)    075 22 45.14819(W)     ADJUSTED  
 NA2181* NAVD 88     -       638.     (meters)    2093.     (feet)  SCALED    
 NA2181  ___________________________________________________________________
 NA2181  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 NA2181  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 NA2181
 NA2181  HORZ ORDER  -  SECOND
 NA2181
 NA2181.The horizontal coordinates were established by classical geodetic methods
 NA2181.and adjusted by the National Geodetic Survey in January 1999..
 NA2181
 NA2181.The orthometric height was scaled from a topographic map.
 NA2181
 NA2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2181
 NA2181.The geoid height was determined by GEOID03.
 NA2181
 NA2181;                    North         East     Units Scale Factor Converg.
 NA2181;SPC NY E     -   385,497.128    77,509.185   MT  0.99996464   -0 35 30.4
 NA2181;SPC NY E     - 1,264,751.83    254,294.72   sFT  0.99996464   -0 35 30.4
 NA2181;UTM  18      - 4,683,358.513   468,743.735   MT  0.99961202   -0 15 18.8
 NA2181
 NA2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2181!SPC NY E     -   0.99990486  x   0.99996464  =   0.99986950
 NA2181!UTM  18      -   0.99990486  x   0.99961202  =   0.99951692
 NA2181
 NA2181:                Primary Azimuth Mark                     Grid Az
 NA2181:SPC NY E     -  BARNES BARN CUPOLA FINIAL                022 20 34.3
 NA2181:UTM  18      -  BARNES BARN CUPOLA FINIAL                022 00 22.7
 NA2181
 NA2181|---------------------------------------------------------------------|
 NA2181| PID    Reference Object                     Distance      Geod. Az  |
 NA2181|                                                           dddmmss.s |
 NA2181| CZ7453 BARNES BARN CUPOLA FINIAL                          0214503.9 |
 NA2181|---------------------------------------------------------------------|
 NA2181
 NA2181                          SUPERSEDED SURVEY CONTROL
 NA2181
 NA2181  NAD 83(1986)-  42 18 06.59170(N)    075 22 45.14974(W) AD(       ) 2
 NA2181  NAD 27      -  42 18 06.29818(N)    075 22 46.51156(W) AD(       ) 2
 NA2181
 NA2181.Superseded values are not recommended for survey control.
 NA2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2181.See file dsdata.txt to determine how the superseded data were derived.
 NA2181
 NA2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6874483359(NAD 83)
 NA2181_MARKER: Z = SEE DESCRIPTION
 NA2181_SETTING: 0 = UNSPECIFIED SETTING
 NA2181
 NA2181  HISTORY     - Date     Condition        Report By
 NA2181  HISTORY     - 1970     MONUMENTED       NYDT
 NA2181
 NA2181                          STATION DESCRIPTION
 NA2181
 NA2181'DESCRIBED BY NY DEPT OF TRANSP 1970 (OGQ)
 NA2181'THE STATION IS A PUNCH MARK IN THE TOP OF A COPPER WELD SET
 NA2181'FLUSH WITH THE GROUND AND STAMPED BASE LINE.
 NA2181'
 NA2181'IT IS 126.12 FT N OF A N AND R IN 20 IN ASH TREE, 36.63 FT SSE OF
 NA2181'A N AND R IN A 6 IN HEMLOCK TREE, 28.75 FT NNE OF A N AND R IN 8 IN
 NA2181'HEMLOCK TREE, 2.8 FT W OF A WITNESS POST.
 NA2181'
 NA2181'TO REACH THE STATION FROM THE INTERSECTION OF N.Y. ROUTES 7
 NA2181'AND 8 IN THE VILLAGE OF RIVERSIDE, OTSEGO CO., NEW YORK, PROCEED
 NA2181'S ON N.Y. ROUTE 8 1.25 MILES TO SUFFOLK STREET, TURN LEFT ON
 NA2181'SUFFOLK ST. AND GO 0.45 MI. AND THEN WALK E ABOUT 350 FT TO THE
 NA2181'STATION.
 NA2181'
 NA2181'THE AZIMUTH MARK IS A 12 IN HIGH FINIAL ON TOP OF A RED CUPOLA
 NA2181'IN THE MIDDLE OF THE ROOF OF A RED BARN OWNED BY WILBER
 NA2181'BARNES.  THE MARK IS 1/2 MILE NNE OF STATION AZ (OB, G AND Q).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1775 ***********************************************************************
 OE1775  DESIGNATION -  AZA
 OE1775  PID         -  OE1775
 OE1775  STATE/COUNTY-  NY/SARATOGA
 OE1775  USGS QUAD   -  GALWAY (1970)
 OE1775
 OE1775                         *CURRENT SURVEY CONTROL
 OE1775  ___________________________________________________________________
 OE1775* NAD 83(1996)-  43 06 09.92388(N)    074 06 43.43686(W)     ADJUSTED  
 OE1775* NAVD 88     -       298.2    (meters)     978.     (feet)  VERTCON   
 OE1775  ___________________________________________________________________
 OE1775  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OE1775  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 OE1775
 OE1775  HORZ ORDER  -  SECOND
 OE1775
 OE1775.The horizontal coordinates were established by classical geodetic methods
 OE1775.and adjusted by the National Geodetic Survey in January 1999..
 OE1775
 OE1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1775
 OE1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1775
 OE1775.The geoid height was determined by GEOID03.
 OE1775
 OE1775;                    North         East     Units Scale Factor Converg.
 OE1775;SPC NY E     -   474,159.465   181,576.625   MT  0.99991226   +0 15 54.3
 OE1775;SPC NY E     - 1,555,638.18    595,722.64   sFT  0.99991226   +0 15 54.3
 OE1775;UTM  18      - 4,772,608.428   572,253.529   MT  0.99966422   +0 36 24.3
 OE1775
 OE1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1775!SPC NY E     -   0.99995800  x   0.99991226  =   0.99987026
 OE1775!UTM  18      -   0.99995800  x   0.99966422  =   0.99962223
 OE1775
 OE1775:                Primary Azimuth Mark                     Grid Az
 OE1775:SPC NY E     -  MAXON                                    034 16 53.0
 OE1775:UTM  18      -  MAXON                                    033 56 23.0
 OE1775
 OE1775|---------------------------------------------------------------------|
 OE1775| PID    Reference Object                     Distance      Geod. Az  |
 OE1775|                                                           dddmmss.s |
 OE1775| OE1752 MAXON                               APPROX. 5.3 KM 0343247.3 |
 OE1775| CZ7429 AZA 1                                              1454347.2 |
 OE1775| OE1768 AZA A SACGS 1973                     15.555 METERS 17001     |
 OE1775| CZ7430 AZA 2                                              3080703.0 |
 OE1775|---------------------------------------------------------------------|
 OE1775
 OE1775                          SUPERSEDED SURVEY CONTROL
 OE1775
 OE1775  NAD 83(1986)-  43 06 09.92826(N)    074 06 43.43701(W) AD(       ) 2
 OE1775  NAD 27      -  43 06 09.66393(N)    074 06 44.96917(W) AD(       ) 2
 OE1775  NGVD 29 (07/19/86)  298.3    (m)          979.     (f) VERT ANG       
 OE1775
 OE1775.Superseded values are not recommended for survey control.
 OE1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1775.See file dsdata.txt to determine how the superseded data were derived.
 OE1775
 OE1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7225472608(NAD 83)
 OE1775_MARKER: DD = SURVEY DISK
 OE1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1775
 OE1775  HISTORY     - Date     Condition        Report By
 OE1775  HISTORY     - 1973     MONUMENTED       NY-091
 OE1775
 OE1775                          STATION DESCRIPTION
 OE1775
 OE1775'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1775'THE STATION IS ABOUT 2.0 MILES NORTHWEST OF HAGEDORNS MILLS,
 OE1775'4.0 MILES NORTHWEST OF BARKERSVILLE, 7.5 MILES NORTHWEST OF
 OE1775'GALWAY, IN THE TOWNSHIP OF PROVIDENCE.
 OE1775'
 OE1775'TO REACH THE STATION FROM THE TOWN HALL IN BARKERSVILLE, GO
 OE1775'WEST AND NORTHWEST ON COUNTY HIGHWAY 13 FOR 3.9 MILES TO THE
 OE1775'Y-ROAD INTERSECTION OF MASTON ROAD ON THE LEFT.  TURN LEFT AND
 OE1775'GO SOUTHWEST ON MASTON ROAD FOR 0.80 MILE TO THE T-ROAD
 OE1775'INTERSECTION OF COUNTY HIGHWAY 14.  TURN RIGHT AND GO
 OE1775'NORTHWEST ON COUNTY HIGHWAY 14 FOR 254 FEET TO AZIMUTH MARK,
 OE1775'AZA-1 (SACGS), ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY
 OE1775'HIGHWAY 14 FOR 0.10 MILE TO THE STATION ON THE RIGHT.
 OE1775'
 OE1775'TO REACH AZIMUTH MARK, AZA-2 (SACGS), FROM THE STATION, CONTINUE
 OE1775'NORTHWEST ON COUNTY HIGHWAY 14 FOR 0.15 MILE TO THE T-ROAD
 OE1775'INTERSECTION OF PROKOP ROAD (RYDER ROAD) ON LEFT.  TURN LEFT
 OE1775'AND GO SOUTHWEST ON PROKOP ROAD FOR 70 FEET TO MARK ON THE RIGHT.
 OE1775'
 OE1775'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1775'SURVEY STAMPED AZA.  THE SURFACE MARK IS SET IN THE TOP OF
 OE1775'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW
 OE1775'THE GROUND.  IT IS LOCATED 116.1 FEET NORTHWEST OF NORTHEAST
 OE1775'CORNER OF CONCRETE RETAINING WALL ON EAST SIDE OF COUNTY
 OE1775'HIGHWAY 14, 99.5 FEET NORTHEAST OF NORTHERLY MOST CONCRETE
 OE1775'GUARD RAIL ON WEST SIDE OF COUNTY HIGHWAY 14, AND 18.2 FEET
 OE1775'NORTHEAST OF CENTERLINE OF COUNTY HIGHWAY 14.  THE UNDERGROUND
 OE1775'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OE1775'INCHES BELOW THE SURFACE.
 OE1775'
 OE1775'AZIMUTH MARK, AZA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1775'COUNTY GEODETIC SURVEY STAMPED AZA-1.  IT IS SET IN THE TOP OF
 OE1775'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OE1775'THE GROUND.  IT IS LOCATED 154.5 FEET SOUTHEAST OF SOUTHERLY
 OE1775'MOST CONCRETE GUARD RAIL ON EASTERLY SIDE OF COUNTY HIGHWAY 14,
 OE1775'13.0 FEET WEST OF 18-INCH BLACK CHERRY TREE MARKED WITH A
 OE1775'TRIANGULAR BLAZE, AND 23.5 FEET NORTHEAST OF CENTERLINE OF
 OE1775'COUNTY HIGHWAY 14.
 OE1775'
 OE1775'AZIMUTH MARK, AZA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1775'COUNTY GEODETIC SURVEY STAMPED AZA-2.  IT IS SET IN THE TOP OF A
 OE1775'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OE1775'THE GROUND.  IT IS LOCATED 97.6 FEET NORTH OF 30-INCH MAPLE
 OE1775'TREE AT NORTHERLY MOST END OF TREE ROW, 55.4 FEET NORTHEAST OF
 OE1775'POLE L122 I, 14P, 53.9 FEET EAST OF RANGE LINE OFF EASTERLY
 OE1775'MOST SIDE OF HOUSE SOUTH OF PROKOP ROAD (RYDER ROAD), 36.8 FEET
 OE1775'EAST OF 10-INCH MAPLE TREE NORTH OF PROKOP ROAD, 22.7 FEET
 OE1775'SOUTH OF POLE 119, 13P, 69.5 FEET WEST OF CENTERLINE OF COUNTY
 OE1775'HIGHWAY 14 AND 28.6 FEET NORTH OF CENTERLINE OF PROKOP
 OE1775'ROAD.
 OE1775'
 OE1775'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1748 ***********************************************************************
 OE1748  DESIGNATION -  AZB
 OE1748  PID         -  OE1748
 OE1748  STATE/COUNTY-  NY/SARATOGA
 OE1748  USGS QUAD   -  EDINBURG (1970)
 OE1748
 OE1748                         *CURRENT SURVEY CONTROL
 OE1748  ___________________________________________________________________
 OE1748* NAD 83(1996)-  43 07 56.53994(N)    074 04 01.12867(W)     ADJUSTED  
 OE1748* NAVD 88     -       403.4    (meters)    1323.     (feet)  VERTCON   
 OE1748  ___________________________________________________________________
 OE1748  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OE1748  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OE1748
 OE1748  HORZ ORDER  -  SECOND
 OE1748
 OE1748.The horizontal coordinates were established by classical geodetic methods
 OE1748.and adjusted by the National Geodetic Survey in January 1999..
 OE1748
 OE1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1748
 OE1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1748
 OE1748.The geoid height was determined by GEOID03.
 OE1748
 OE1748;                    North         East     Units Scale Factor Converg.
 OE1748;SPC NY E     -   477,467.250   185,229.462   MT  0.99991526   +0 17 45.8
 OE1748;SPC NY E     - 1,566,490.47    607,706.99   sFT  0.99991526   +0 17 45.8
 OE1748;UTM  18      - 4,775,937.124   575,885.675   MT  0.99967084   +0 38 16.5
 OE1748
 OE1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1748!SPC NY E     -   0.99994148  x   0.99991526  =   0.99985674
 OE1748!UTM  18      -   0.99994148  x   0.99967084  =   0.99961233
 OE1748
 OE1748:                Primary Azimuth Mark                     Grid Az
 OE1748:SPC NY E     -  AZB 2                                    194 41 26.7
 OE1748:UTM  18      -  AZB 2                                    194 20 56.0
 OE1748
 OE1748|---------------------------------------------------------------------|
 OE1748| PID    Reference Object                     Distance      Geod. Az  |
 OE1748|                                                           dddmmss.s |
 OE1748| CZ7432 AZB 2                                              1945912.5 |
 OE1748| CZ7431 AZB 1                                              2345922.0 |
 OE1748| OE1746 AZB A SACGS 1973                     12.635 METERS 28448     |
 OE1748| OE1752 MAXON                               APPROX. 1.3 KM 3295900.0 |
 OE1748|---------------------------------------------------------------------|
 OE1748
 OE1748                          SUPERSEDED SURVEY CONTROL
 OE1748
 OE1748  NAD 83(1986)-  43 07 56.54440(N)    074 04 01.12887(W) AD(       ) 2
 OE1748  NAD 27      -  43 07 56.28067(N)    074 04 02.66611(W) AD(       ) 2
 OE1748  NGVD 29 (07/19/86)  403.5    (m)         1324.     (f) VERT ANG       
 OE1748
 OE1748.Superseded values are not recommended for survey control.
 OE1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1748.See file dsdata.txt to determine how the superseded data were derived.
 OE1748
 OE1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7588675937(NAD 83)
 OE1748_MARKER: DD = SURVEY DISK
 OE1748_SETTING: 0 = UNSPECIFIED SETTING
 OE1748
 OE1748  HISTORY     - Date     Condition        Report By
 OE1748  HISTORY     - 1973     MONUMENTED       NY-091
 OE1748
 OE1748                          STATION DESCRIPTION
 OE1748
 OE1748'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1748'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF HAGEDORNS MILLS, 3.0
 OE1748'MILES NORTHWEST OF BARKERSVILLE, 8.0 MILES NORTHWEST OF GALWAY
 OE1748'IN THE TOWNSHIP OF PROVIDENCE.
 OE1748'
 OE1748'TO REACH THE STATION FROM THE TOWN HALL IN BARKERSVILLE, GO
 OE1748'NORTHWEST ON COUNTY HIGHWAY 16 FOR 0.50 MILE TO THE Y-ROAD
 OE1748'INTERSECTION OF GLENWILD ROAD ON THE LEFT.  TURN LEFT ON
 OE1748'GLENWILD ROAD AND GO NORTHWEST FOR 0.50 MILE TO T-ROAD
 OE1748'INTERSECTION OF GLENWILD ROAD AND SHERMAN ROAD.  TURN RIGHT ON
 OE1748'GLENWILD ROAD AND GO 2.5 MILES TO AZIMUTH MARK, AZB-2 (SACGS),
 OE1748'AND THE Y-ROAD INTERSECTION OF DRAGER ROAD, BOTH ON THE
 OE1748'LEFT.  CONTINUE NORTH ON GLENWILD ROAD FOR 0.10 MILE TO THE
 OE1748'Y-ROAD INTERSECTION OF HANS CREEK ROAD.  TURN RIGHT AND GO
 OE1748'NORTHEAST ON HANS CREEK ROAD FOR ABOUT 100 FEET TO THE
 OE1748'STATION ON THE RIGHT.
 OE1748'
 OE1748'TO REACH AZIMUTH MARK, AZB-1 (SACGS), FROM THE STATION, GO
 OE1748'SOUTHWEST ON HANS CREEK ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 OE1748'
 OE1748'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY
 OE1748'GEODETIC SURVEY STAMPED AZB.  THE SURFACE MARK IS IMBEDDED IN ROCK
 OE1748'FLUSH WITH THE GROUND.  IT IS LOCATED 145.0 FEET NORTHEAST OF
 OE1748'CENTERLINE OF A 30-INCH CONCRETE PIPE ON EAST SIDE OF GLENWILD
 OE1748'ROAD, 167.0 FEET NORTHEAST OF CENTERLINE OF A 30-INCH CONCRETE
 OE1748'PIPE ON WEST SIDE OF GLENWILD ROAD, 106.0 FEET EAST OF
 OE1748'INTERSECTION OF CENTERLINES OF GLENWILD ROAD AND HANS CREEK
 OE1748'ROAD, 83.3 FEET SOUTHEAST OF POLE NM 75, AND 17.6 FEET
 OE1748'SOUTHEAST OF CENTERLINE OF HANS CREEK ROAD.
 OE1748'
 OE1748'AZIMUTH MARK, AZB-1 (SACGS) IS A STANDARD DISK OF SARATOGA
 OE1748'COUNTY GEODETIC SURVEY STAMPED AZB-1.  IT IS SET IN THE TOP OF
 OE1748'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OE1748'ABOVE THE GROUND.  IT IS LOCATED 76.6 FEET WEST OF POLE NM 73,
 OE1748'19.9 FEET NORTH OF 10-INCH MAPLE TREE MARKED WITH A TRIANGULAR
 OE1748'BLAZE, BOTH SOUTH OF HANS CREEK ROAD, AND 16.7 FEET SOUTH OF
 OE1748'CENTERLINE OF HANS CREEK ROAD.
 OE1748'
 OE1748'AZIMUTH MARK, AZB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1748'COUNTY GEODETIC SURVEY STAMPED AZB-2.  IT IS SET IN THE TOP OF
 OE1748'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1748'GROUND.  IT IS LOCATED 34.5 FEET NORTH OF CENTERLINE OF
 OE1748'SOUTHERLY BRANCH OF DRAGER ROAD, 17.5 FEET SOUTHEAST OF
 OE1748'CENTERLINE OF DRAGER ROAD, 185.0 FEET SOUTHEAST OF 22-INCH
 OE1748'HEMLOCK TREE NORTHWEST OF DRAGER ROAD, 158.0 FEET SOUTHWEST OF
 OE1748'8-INCH SPRUCE TREE NORTHEAST OF GLENWILD ROAD, AND 21.0 FEET
 OE1748'WEST OF CENTERLINE OF GLENWILD ROAD.
 OE1748'
 OE1748'HEIGHT OF LIGHT ABOVE STATION MARK 0.43 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1767 ***********************************************************************
 OE1767  DESIGNATION -  AZC
 OE1767  PID         -  OE1767
 OE1767  STATE/COUNTY-  NY/SARATOGA
 OE1767  USGS QUAD   -  GALWAY (1970)
 OE1767
 OE1767                         *CURRENT SURVEY CONTROL
 OE1767  ___________________________________________________________________
 OE1767* NAD 83(1996)-  43 05 14.66858(N)    074 04 38.77836(W)     ADJUSTED  
 OE1767* NAVD 88     -       330.0    (meters)    1083.     (feet)  VERTCON   
 OE1767  ___________________________________________________________________
 OE1767  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OE1767  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 OE1767
 OE1767  HORZ ORDER  -  SECOND
 OE1767
 OE1767.The horizontal coordinates were established by classical geodetic methods
 OE1767.and adjusted by the National Geodetic Survey in January 1999..
 OE1767
 OE1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1767
 OE1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1767
 OE1767.The geoid height was determined by GEOID03.
 OE1767
 OE1767;                    North         East     Units Scale Factor Converg.
 OE1767;SPC NY E     -   472,468.097   184,403.778   MT  0.99991456   +0 17 19.2
 OE1767;SPC NY E     - 1,550,089.08    604,998.06   sFT  0.99991456   +0 17 19.2
 OE1767;UTM  18      - 4,770,934.361   575,090.016   MT  0.99966936   +0 37 48.9
 OE1767
 OE1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1767!SPC NY E     -   0.99995302  x   0.99991456  =   0.99986758
 OE1767!UTM  18      -   0.99995302  x   0.99966936  =   0.99962239
 OE1767
 OE1767:                Primary Azimuth Mark                     Grid Az
 OE1767:SPC NY E     -  AZC 1                                    057 23 43.3
 OE1767:UTM  18      -  AZC 1                                    057 03 13.6
 OE1767
 OE1767|---------------------------------------------------------------------|
 OE1767| PID    Reference Object                     Distance      Geod. Az  |
 OE1767|                                                           dddmmss.s |
 OE1767| CZ7433 AZC 1                                              0574102.5 |
 OE1767| OE1764 AZC A SACGS 1973                      7.045 METERS 22508     |
 OE1767| CZ7434 AZC 2                                              3423851.5 |
 OE1767|---------------------------------------------------------------------|
 OE1767
 OE1767                          SUPERSEDED SURVEY CONTROL
 OE1767
 OE1767  NAD 83(1986)-  43 05 14.67291(N)    074 04 38.77845(W) AD(       ) 2
 OE1767  NAD 27      -  43 05 14.40807(N)    074 04 40.31499(W) AD(       ) 2
 OE1767  NGVD 29 (07/19/86)  330.1    (m)         1083.     (f) VERT ANG       
 OE1767
 OE1767.Superseded values are not recommended for survey control.
 OE1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1767.See file dsdata.txt to determine how the superseded data were derived.
 OE1767
 OE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7509070934(NAD 83)
 OE1767_MARKER: DD = SURVEY DISK
 OE1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1767
 OE1767  HISTORY     - Date     Condition        Report By
 OE1767  HISTORY     - 1973     MONUMENTED       NY-091
 OE1767
 OE1767                          STATION DESCRIPTION
 OE1767
 OE1767'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1767'THE STATION IS ABOUT 1.5 MILES NORTHEAST OF HAGEDORNS MILLS 2.0
 OE1767'MILES WEST OF BARKERSVILLE, 5.5 MILES NORTHWEST OF GALWAY, IN
 OE1767'THE TOWNSHIP OF PROVIDENCE.
 OE1767'
 OE1767'TO REACH THE STATION FROM THE TOWN HALL IN BARKERSVILLE, GO
 OE1767'WEST ON COUNTY HIGHWAY 13 FOR 2.1 MILES TO AZIMUTH MARK, AZC-1
 OE1767'(SACGS), ON THE RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY 13 FOR
 OE1767'0.15 MILES TO THE JUNCTION OF COUNTY HIGHWAY 13 AND POTTER
 OE1767'HOLLOW ROAD.  GO STRAIGHT ON POTTER HOLLOW ROAD FOR 27 FEET
 OE1767'FROM THE WESTERLY MOST BRANCH OF COUNTY HIGHWAY 13, TO THE
 OE1767'STATION ON THE RIGHT.
 OE1767'
 OE1767'TO REACH AZIMUTH MARK, AZC-2 (SACGS), FROM THE STATION, GO
 OE1767'NORTH ON COUNTY HIGHWAY 13 FOR 158 FEET TO THE MARK ON THE RIGHT.
 OE1767'
 OE1767'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1767'SURVEY STAMPED AZC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1767'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 OE1767'ABOVE THE GROUND.  IT IS LOCATED 199.0 FEET EAST OF 36-INCH
 OE1767'WHITE PINE TREE, 142.5 FEET SOUTHWEST OF POLE 35, 49.5 FEET
 OE1767'NORTHWEST OF 20-INCH WHITE PINE TREE MARKED WITH A TRIANGULAR
 OE1767'BLAZE, AND 16.2 FEET NORTH OF THE CENTERLINE OF POTTER HOLLOW
 OE1767'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OE1767'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE.
 OE1767'
 OE1767'AZIMUTH MARK, AZC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1767'COUNTY GEODETIC SURVEY STAMPED AZC-1.  IT IS SET IN THE TOP OF
 OE1767'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OE1767'ABOVE THE GROUND.  IT IS LOCATED 75.0 FEET EAST OF RIGHT-OF-WAY
 OE1767'MONUMENT, 93.0 FEET SOUTHEAST OF POLE NYP 42, 66.3 FEET
 OE1767'SOUTHWEST OF POLE L1309, 40, 219.4 FEET NORTHEAST OF
 OE1767'NORTHEASTERLY MOST CONCRETE GUARD RAIL, ALL LOCATED NORTH OF
 OE1767'COUNTY HIGHWAY 13, AND 19.5 FEET NORTHWEST OF CENTERLINE OF
 OE1767'COUNTY HIGHWAY 13.
 OE1767'
 OE1767'AZIMUTH MARK, AZC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1767'COUNTY GEODETIC SURVEY, STAMPED AZC-2.  IT IS SET IN THE TOP OF
 OE1767'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1767'GROUND.  IT IS LOCATED 50.6 FEET SOUTHEAST OF SOUTHEASTERLY
 OE1767'MOST CORNER OF CONCRETE BRIDGE ABUTMENT WEST OF COUNTY
 OE1767'HIGHWAY 13, 100.8 FEET SOUTHEAST OF A TELEPHONE POLE WEST OF
 OE1767'COUNTY HIGHWAY 13, 52.3 FEET SOUTHEAST OF SOUTHWESTERLY CORNER
 OE1767'OF CONCRETE BRIDGE ABUTMENT EAST OF COUNTY HIGHWAY 13, 47.0
 OE1767'FEET NORTHWEST OF 24-INCH WHITE PINE TREE, AND 18.4 FEET
 OE1767'NORTHEAST OF CENTERLINE OF COUNTY HIGHWAY 13.
 OE1767'
 OE1767'HEIGHT OF LIGHT ABOVE STATION MARK 1.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0551 ***********************************************************************
 PH0551  DESIGNATION -  AZIMUTH STATION
 PH0551  PID         -  PH0551
 PH0551  STATE/COUNTY-  NY/ST LAWRENCE
 PH0551  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0551
 PH0551                         *CURRENT SURVEY CONTROL
 PH0551  ___________________________________________________________________
 PH0551* NAD 83(1986)-  44 59 07.     (N)    074 45 20.     (W)     SCALED    
 PH0551* NAVD 88     -        66.80   (+/-2cm)     219.2    (feet)  VERTCON   
 PH0551  ___________________________________________________________________
 PH0551  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 PH0551
 PH0551  VERT ORDER  -  ? (See Below)
 PH0551
 PH0551.The horizontal coordinates were scaled from a topographic map and have
 PH0551.an estimated accuracy of +/- 6 seconds.
 PH0551
 PH0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0551.The vertical order pertains to the NGVD 29 superseded value.
 PH0551
 PH0551.The geoid height was determined by GEOID03.
 PH0551
 PH0551;                    North         East    Units  Estimated Accuracy
 PH0551;SPC NY E     -   683,270.      129,850.      MT  (+/- 180 meters Scaled)
 PH0551
 PH0551                          SUPERSEDED SURVEY CONTROL
 PH0551
 PH0551  NGVD 29 (??/??/92)   66.915  (m)          219.54   (f) ADJ UNCH    ?  
 PH0551
 PH0551.Superseded values are not recommended for survey control.
 PH0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0551.See file dsdata.txt to determine how the superseded data were derived.
 PH0551
 PH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ192813(NAD 83)
 PH0551_MARKER: R = RIVET
 PH0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0551_SP_SET: MONUMENT
 PH0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0551
 PH0551  HISTORY     - Date     Condition        Report By
 PH0551  HISTORY     - UNK      MONUMENTED       IBC
 PH0551  HISTORY     - 1973     GOOD             NGS
 PH0551
 PH0551                          STATION DESCRIPTION
 PH0551
 PH0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0551'4.0 MI NE FROM MASSENA CENTER.
 PH0551'ABOUT 4 MILES NORTHEAST OF MASSENA CENTER, ST. LAWRENCE COUNTY, ABOUT
 PH0551'1/2 MILE EAST OF THE MOUTH OF GRASS RIVER, ABOUT 470 FEET NORTH OF
 PH0551'GRASS RIVER ROAD, ON THE APPROXIMATE CENTER LINE OF THE PROLONGATION
 PH0551'OF POLLYS GUT, THE TOP OF A 5/8-INCH BRASS RIVET IN THE TOP OF AN
 PH0551'INTERNATIONAL BOUNDARY MONUMENT.  NOTE-- THE DESCRIBED AREA IS
 PH0551'OVERGROWN AT THIS TIME WITH WEEDS AND BRUSH.  THE MARK MAY STILL BE IN
 PH0551'PLACE AND RECOVERABLE IN THE FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1746 ***********************************************************************
 PH1746  DESIGNATION -  AZURE MOUNTAIN LOOKOUT TOWER
 PH1746  PID         -  PH1746
 PH1746  STATE/COUNTY-  NY/FRANKLIN
 PH1746  USGS QUAD   -  LAKE OZONIA (1964)
 PH1746
 PH1746                         *CURRENT SURVEY CONTROL
 PH1746  ___________________________________________________________________
 PH1746* NAD 83(1996)-  44 32 27.96571(N)    074 30 02.55391(W)     ADJUSTED  
 PH1746* NAVD 88     -                                                        
 PH1746  ___________________________________________________________________
 PH1746  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 PH1746  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 PH1746
 PH1746  HORZ ORDER  -  THIRD
 PH1746
 PH1746.The horizontal coordinates were established by classical geodetic methods
 PH1746.and adjusted by the National Geodetic Survey in January 1999..
 PH1746
 PH1746
 PH1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1746
 PH1746.The geoid height was determined by GEOID03.
 PH1746
 PH1746;                    North         East     Units Scale Factor Converg.
 PH1746;SPC NY E     -   633,883.175   149,943.625   MT  0.99990000   -0 00 01.8
 PH1746;SPC NY E     - 2,079,665.05    491,940.04   sFT  0.99990000   -0 00 01.8
 PH1746;UTM  18      - 4,932,095.884   539,664.591   MT  0.99961935   +0 21 00.8
 PH1746
 PH1746                          SUPERSEDED SURVEY CONTROL
 PH1746
 PH1746  NAD 83(1986)-  44 32 27.97304(N)    074 30 02.55616(W) AD(       ) 4
 PH1746  NAD 27      -  44 32 27.74913(N)    074 30 03.94770(W) AD(       ) 3
 PH1746
 PH1746.Superseded values are not recommended for survey control.
 PH1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1746.See file dsdata.txt to determine how the superseded data were derived.
 PH1746
 PH1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3966532096(NAD 83)
 PH1746_MARKER: 57 = LOOKOUT TOWER
 PH1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH1746+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 PH1746
 PH1746  HISTORY     - Date     Condition        Report By
 PH1746  HISTORY     - 1963     FIRST OBSERVED   CGS
 PH1746  HISTORY     - 1976     GOOD             NGS
 PH1746  HISTORY     - 20030910 GOOD             INDIV
 PH1746
 PH1746                          STATION DESCRIPTION
 PH1746
 PH1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1746'STATION IS THE CENTER OF THE BASE OF THE TOWER.  IT IS A 4 LEGGED
 PH1746'STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE TOP.  THE
 PH1746'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 50 FEET.
 PH1746'
 PH1746'LOCATED ON TOP OF AZURE MOUNTAIN ABOUT 4 MILES EAST OF THE
 PH1746'FRANKLIN-ST. LAWRENCE COUNTY LINE, 6-1/2 MILES SOUTH SOUTHWEST OF
 PH1746'SANTA CLARA AND ON STATE OWNED PROPERTY.
 PH1746'
 PH1746'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLUE AND
 PH1746'THE DISTANCE IS 24.56 FEET OR 7.486 METERS.
 PH1746
 PH1746                          STATION RECOVERY (1976)
 PH1746
 PH1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 PH1746'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 PH1746'V.B. MILLER IN 1963.  THE PREVICUS DESCRIPTION IS ADEQUATE.
 PH1746'
 PH1746'DESCRIBED BY R.L. ZURFLUH
 PH1746
 PH1746                          STATION RECOVERY (2003)
 PH1746
 PH1746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BMC)
 PH1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1165 ***********************************************************************
 PH1165  DESIGNATION -  B
 PH1165  PID         -  PH1165
 PH1165  STATE/COUNTY-  NY/JEFFERSON
 PH1165  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1165
 PH1165                         *CURRENT SURVEY CONTROL
 PH1165  ___________________________________________________________________
 PH1165* NAD 83(1986)-  44 20 07.     (N)    075 55 03.     (W)     SCALED    
 PH1165* NAVD 88     -        86.539  (meters)     283.92   (feet)  ADJUSTED  
 PH1165  ___________________________________________________________________
 PH1165  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 PH1165  DYNAMIC HT  -          86.529 (meters)     283.89  (feet)  COMP
 PH1165  MODELED GRAV-     980,505.4   (mgal)                       NAVD 88
 PH1165
 PH1165  VERT ORDER  -  FIRST     CLASS 0
 PH1165
 PH1165.The horizontal coordinates were scaled from a topographic map and have
 PH1165.an estimated accuracy of +/- 6 seconds.
 PH1165
 PH1165.The orthometric height was determined by differential leveling
 PH1165.and adjusted by the National Geodetic Survey in June 1991..
 PH1165
 PH1165.The geoid height was determined by GEOID03.
 PH1165
 PH1165.The dynamic height is computed by dividing the NAVD 88
 PH1165.geopotential number by the normal gravity value computed on the
 PH1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1165.degrees latitude (g = 980.6199 gals.).
 PH1165
 PH1165.The modeled gravity was interpolated from observed gravity values.
 PH1165
 PH1165;                    North         East    Units  Estimated Accuracy
 PH1165;SPC NY C     -   481,730.      303,100.      MT  (+/- 180 meters Scaled)
 PH1165
 PH1165                          SUPERSEDED SURVEY CONTROL
 PH1165
 PH1165  NGVD 29 (??/??/92)   86.677  (m)          284.37   (f) ADJ UNCH    1 0
 PH1165
 PH1165.Superseded values are not recommended for survey control.
 PH1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1165.See file dsdata.txt to determine how the superseded data were derived.
 PH1165
 PH1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ268095(NAD 83)
 PH1165_MARKER: B = BOLT
 PH1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1165_SP_SET: WATER TABLE
 PH1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH1165+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005
 PH1165
 PH1165  HISTORY     - Date     Condition        Report By
 PH1165  HISTORY     - UNK      MONUMENTED       USLS
 PH1165  HISTORY     - 1969     GOOD             USLS
 PH1165  HISTORY     - 19970731 GOOD             USPSQD
 PH1165  HISTORY     - 20050603 GOOD             USPSQD
 PH1165
 PH1165                          STATION DESCRIPTION
 PH1165
 PH1165'DESCRIBED BY US LAKE SURVEY 1969
 PH1165'IN ALEXANDRIA BAY.
 PH1165'IS AT ALEXANDRIA BAY, JEFFERSON COUNTY, NEW YORK, JUST SOUTHERLY OF
 PH1165'THE INTERSECTION OF WALTON AND CHURCH STREETS, ON THE SOUTHWESTERLY
 PH1165'SIDE OF CHURCH STREET, ON CHURCH STREET FACE OF REFORMED CHURCH OF THE
 PH1165'THOUSAND ISLES, 5.9 FEET FROM THE EXTREME EASTERLY CORNER, 2 FEET
 PH1165'ABOVE THE GROUND, BEING CENTER PUNCH MARK IN END OF 1/4-INCH BRASS
 PH1165'BOLT SET INTO THE STONE WATER TABLE, WITH THE LETTERS B US CUT AROUND
 PH1165'THE MARK.
 PH1165
 PH1165                          STATION RECOVERY (1997)
 PH1165
 PH1165'RECOVERY NOTE BY US POWER SQUADRON 1997
 PH1165'RECOVERED IN GOOD CONDITION.
 PH1165
 PH1165                          STATION RECOVERY (2005)
 PH1165
 PH1165'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PH1165'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0812 ***********************************************************************
 PH0812  DESIGNATION -  B
 PH0812  PID         -  PH0812
 PH0812  STATE/COUNTY-  NY/ST LAWRENCE
 PH0812  USGS QUAD   -  WADDINGTON (1964)
 PH0812
 PH0812                         *CURRENT SURVEY CONTROL
 PH0812  ___________________________________________________________________
 PH0812* NAD 83(1986)-  44 51 49.     (N)    075 12 13.     (W)     SCALED    
 PH0812* NAVD 88     -        84.078  (meters)     275.85   (feet)  ADJUSTED  
 PH0812  ___________________________________________________________________
 PH0812  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 PH0812  DYNAMIC HT  -          84.075 (meters)     275.84  (feet)  COMP
 PH0812  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 PH0812
 PH0812  VERT ORDER  -  FIRST     CLASS 0
 PH0812
 PH0812.The horizontal coordinates were scaled from a topographic map and have
 PH0812.an estimated accuracy of +/- 6 seconds.
 PH0812
 PH0812.The orthometric height was determined by differential leveling
 PH0812.and adjusted by the National Geodetic Survey in June 1991..
 PH0812
 PH0812.The geoid height was determined by GEOID03.
 PH0812
 PH0812.The dynamic height is computed by dividing the NAVD 88
 PH0812.geopotential number by the normal gravity value computed on the
 PH0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0812.degrees latitude (g = 980.6199 gals.).
 PH0812
 PH0812.The modeled gravity was interpolated from observed gravity values.
 PH0812
 PH0812;                    North         East    Units  Estimated Accuracy
 PH0812;SPC NY E     -   669,960.       94,400.      MT  (+/- 180 meters Scaled)
 PH0812
 PH0812                          SUPERSEDED SURVEY CONTROL
 PH0812
 PH0812  NGVD 29 (??/??/92)   84.208  (m)          276.27   (f) ADJ UNCH    1 0
 PH0812
 PH0812.Superseded values are not recommended for survey control.
 PH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0812.See file dsdata.txt to determine how the superseded data were derived.
 PH0812
 PH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ839678(NAD 83)
 PH0812_MARKER: Z = SEE DESCRIPTION
 PH0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0812_SP_SET: WALL
 PH0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0812
 PH0812  HISTORY     - Date     Condition        Report By
 PH0812  HISTORY     - UNK      MONUMENTED       USLS
 PH0812  HISTORY     - 1969     GOOD             USLS
 PH0812  HISTORY     - 1989     POOR             USPSQD
 PH0812
 PH0812                          STATION DESCRIPTION
 PH0812
 PH0812'DESCRIBED BY US LAKE SURVEY 1969
 PH0812'IN WADDINGTON.
 PH0812'IS AT WADDINGTON, ST. LAWRENCE COUNTY, NEW YORK, ON THE SOUTHWESTERLY
 PH0812'SIDE OF LAGRASSE STREET, BETWEEN LINCOLN AVENUE (HIGHWAY 37) AND
 PH0812'MAIDEN LANE, ON LAGRASSE STREET FACE OF THE TOWN HALL, 1.9 FEET FROM
 PH0812'THE CORNER NEARER MAIDEN LANE, 1 FOOT ABOVE THE GROUND, BEING CENTER
 PH0812'PUNCH MARK IN END OF 1/4-INCH BRASS BOLT SET INTO THE STONE WALL, WITH
 PH0812'LETTERS US B CUT IN STONE AROUND THE MARK.
 PH0812
 PH0812                          STATION RECOVERY (1989)
 PH0812
 PH0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0812'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0112 ***********************************************************************
 PJ0112  DESIGNATION -  B
 PJ0112  PID         -  PJ0112
 PJ0112  STATE/COUNTY-  NY/JEFFERSON
 PJ0112  USGS QUAD   -  CLAYTON (1980)
 PJ0112
 PJ0112                         *CURRENT SURVEY CONTROL
 PJ0112  ___________________________________________________________________
 PJ0112* NAD 83(1986)-  44 14 27.     (N)    076 05 10.     (W)     SCALED    
 PJ0112* NAVD 88     -        80.462  (meters)     263.98   (feet)  ADJUSTED  
 PJ0112  ___________________________________________________________________
 PJ0112  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0112  DYNAMIC HT  -          80.451 (meters)     263.95  (feet)  COMP
 PJ0112  MODELED GRAV-     980,493.1   (mgal)                       NAVD 88
 PJ0112
 PJ0112  VERT ORDER  -  FIRST     CLASS 0
 PJ0112
 PJ0112.The horizontal coordinates were scaled from a topographic map and have
 PJ0112.an estimated accuracy of +/- 6 seconds.
 PJ0112
 PJ0112.The orthometric height was determined by differential leveling
 PJ0112.and adjusted by the National Geodetic Survey in June 1991..
 PJ0112
 PJ0112.The geoid height was determined by GEOID03.
 PJ0112
 PJ0112.The dynamic height is computed by dividing the NAVD 88
 PJ0112.geopotential number by the normal gravity value computed on the
 PJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0112.degrees latitude (g = 980.6199 gals.).
 PJ0112
 PJ0112.The modeled gravity was interpolated from observed gravity values.
 PJ0112
 PJ0112;                    North         East    Units  Estimated Accuracy
 PJ0112;SPC NY C     -   471,140.      289,720.      MT  (+/- 180 meters Scaled)
 PJ0112
 PJ0112                          SUPERSEDED SURVEY CONTROL
 PJ0112
 PJ0112  NGVD 29 (??/??/92)   80.612  (m)          264.47   (f) ADJ UNCH    1 0
 PJ0112
 PJ0112.Superseded values are not recommended for survey control.
 PJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0112.See file dsdata.txt to determine how the superseded data were derived.
 PJ0112
 PJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP132991(NAD 83)
 PJ0112_MARKER: B = BOLT
 PJ0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PJ0112_SP_SET: WATER TABLE
 PJ0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PJ0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0112+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 PJ0112
 PJ0112  HISTORY     - Date     Condition        Report By
 PJ0112  HISTORY     - UNK      MONUMENTED       CGS
 PJ0112  HISTORY     - 1899     GOOD             NGS
 PJ0112  HISTORY     - 19940828 POOR             USPSQD
 PJ0112  HISTORY     - 20050601 GOOD             USPSQD
 PJ0112
 PJ0112                          STATION DESCRIPTION
 PJ0112
 PJ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1899
 PJ0112'AT CLAYTON.
 PJ0112'B BM IS AT CLAYTON, JEFFERSON COUNTY, NEW YORK, ON THE NORTHEASTERLY
 PJ0112'SIDE OF JOHN STREET, BETWEEN JANE AND HUGUNIN STREETS, ON JOHN
 PJ0112'STREET FACE OF THE TWO-STORY STONE DWELLING AT 325 JOHN STREET, 0.7
 PJ0112'FOOT FROM THE NORTHWEST CORNER, 2-1/2 FEET ABOVE THE GROUND, BEING
 PJ0112'CENTER PUNCHMARK IN END OF 1/4-INCH BRASS BOLT SET INTO THE STONE
 PJ0112'WATER TABLE WITH LETTERS US B CUT AROUND THE MARK.
 PJ0112
 PJ0112                          STATION RECOVERY (1994)
 PJ0112
 PJ0112'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0112'MARK RECOVERED IN POOR CONDITION.
 PJ0112
 PJ0112                          STATION RECOVERY (2005)
 PJ0112
 PJ0112'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0112'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1429 ***********************************************************************
 PH1429  DESIGNATION -  B
 PH1429  PID         -  PH1429
 PH1429  STATE/COUNTY-  NY/ST LAWRENCE
 PH1429  USGS QUAD   -  MORRISTOWN (1982)
 PH1429
 PH1429                         *CURRENT SURVEY CONTROL
 PH1429  ___________________________________________________________________
 PH1429* NAD 83(1986)-  44 35 20.     (N)    075 39 02.     (W)     SCALED    
 PH1429* NAVD 88     -        82.612  (meters)     271.04   (feet)  ADJUSTED  
 PH1429  ___________________________________________________________________
 PH1429  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 PH1429  DYNAMIC HT  -          82.605 (meters)     271.01  (feet)  COMP
 PH1429  MODELED GRAV-     980,532.1   (mgal)                       NAVD 88
 PH1429
 PH1429  VERT ORDER  -  SECOND    CLASS 0
 PH1429
 PH1429.The horizontal coordinates were scaled from a topographic map and have
 PH1429.an estimated accuracy of +/- 6 seconds.
 PH1429
 PH1429.The orthometric height was determined by differential leveling
 PH1429.and adjusted by the National Geodetic Survey in June 1991..
 PH1429
 PH1429.The geoid height was determined by GEOID03.
 PH1429
 PH1429.The dynamic height is computed by dividing the NAVD 88
 PH1429.geopotential number by the normal gravity value computed on the
 PH1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1429.degrees latitude (g = 980.6199 gals.).
 PH1429
 PH1429.The modeled gravity was interpolated from observed gravity values.
 PH1429
 PH1429;                    North         East    Units  Estimated Accuracy
 PH1429;SPC NY E     -   639,840.       58,650.      MT  (+/- 180 meters Scaled)
 PH1429
 PH1429                          SUPERSEDED SURVEY CONTROL
 PH1429
 PH1429  NGVD 29 (??/??/92)   82.728  (m)          271.42   (f) ADJ UNCH    2 0
 PH1429
 PH1429.Superseded values are not recommended for survey control.
 PH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1429.See file dsdata.txt to determine how the superseded data were derived.
 PH1429
 PH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ483374(NAD 83)
 PH1429_MARKER: B = BOLT
 PH1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1429_SP_SET: CORNER STONE
 PH1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1429+STABILITY: SURFACE MOTION
 PH1429
 PH1429  HISTORY     - Date     Condition        Report By
 PH1429  HISTORY     - UNK      MONUMENTED       USLS
 PH1429  HISTORY     - 1969     GOOD             USLS
 PH1429
 PH1429                          STATION DESCRIPTION
 PH1429
 PH1429'DESCRIBED BY US LAKE SURVEY 1969
 PH1429'IN MORRISTOWN.
 PH1429'IN THE NORTHWEST PART OF MORRISTOWN, ST. LAWRENCE COUNTY, AT A
 PH1429'RIGHT-ANGLE TURN IN STATE HIGHWAY 37, IN THE NORTHEAST WALL OF A STONE
 PH1429'BUILDING (FORMERLY USED AS A WAREHOUSE BY THE BEST NOVELTY COMPANY),
 PH1429'IN A CORNERSTONE, 8 INCHES FROM THE EAST CORNER OF THE BUILDING, AND
 PH1429'ABOUT 1 INCH LOWER THAN THE TOP OF A CONCRETE STEP (PART OF WHICH HAS
 PH1429'BEEN CHIPPED OFF TO GIVE ACCESS TO THE MARK).  THE CENTER-PUNCH MARK
 PH1429'IN THE END OF A 1/4-INCH BRASS BOLT SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0672 ***********************************************************************
 OF0672  DESIGNATION -  B
 OF0672  PID         -  OF0672
 OF0672  STATE/COUNTY-  NY/OSWEGO
 OF0672  USGS QUAD   -  OSWEGO WEST (1978)
 OF0672
 OF0672                         *CURRENT SURVEY CONTROL
 OF0672  ___________________________________________________________________
 OF0672* NAD 83(1986)-  43 27 47.     (N)    076 31 03.     (W)     SCALED    
 OF0672* NAVD 88     -        76.729  (meters)     251.74   (feet)  ADJUSTED  
 OF0672  ___________________________________________________________________
 OF0672  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OF0672  DYNAMIC HT  -          76.714 (meters)     251.69  (feet)  COMP
 OF0672  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 OF0672
 OF0672  VERT ORDER  -  FIRST     CLASS I
 OF0672
 OF0672.The horizontal coordinates were scaled from a topographic map and have
 OF0672.an estimated accuracy of +/- 6 seconds.
 OF0672
 OF0672.The orthometric height was determined by differential leveling
 OF0672.and adjusted by the National Geodetic Survey in June 1991..
 OF0672.WARNING-Repeat measurements at this control monument indicate possible
 OF0672.vertical movement.
 OF0672
 OF0672.The geoid height was determined by GEOID03.
 OF0672
 OF0672.The dynamic height is computed by dividing the NAVD 88
 OF0672.geopotential number by the normal gravity value computed on the
 OF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0672.degrees latitude (g = 980.6199 gals.).
 OF0672
 OF0672.The modeled gravity was interpolated from observed gravity values.
 OF0672
 OF0672;                    North         East    Units  Estimated Accuracy
 OF0672;SPC NY C     -   384,610.      255,330.      MT  (+/- 180 meters Scaled)
 OF0672
 OF0672                          SUPERSEDED SURVEY CONTROL
 OF0672
 OF0672  NGVD 29 (??/??/92)   76.930  (m)          252.39   (f) ADJ UNCH    1 1
 OF0672
 OF0672.Superseded values are not recommended for survey control.
 OF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0672.See file dsdata.txt to determine how the superseded data were derived.
 OF0672
 OF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP772133(NAD 83)
 OF0672_MARKER: Z = SEE DESCRIPTION
 OF0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0672_SP_SET: STONE MONUMENT
 OF0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0672
 OF0672  HISTORY     - Date     Condition        Report By
 OF0672  HISTORY     - UNK      MONUMENTED       USLS
 OF0672  HISTORY     - 1975     GOOD             NGS
 OF0672
 OF0672                          STATION DESCRIPTION
 OF0672
 OF0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0672'AT OSWEGO.
 OF0672'AT OSWEGO, AT THE NORTH END OF WEST THIRD ST., NEAR THE WEST ENTRANCE
 OF0672'TO THE COAST GUARD STATION, 8.0 FT. SOUTH OF THE SOUTHERLY GATEPOST,
 OF0672'74.5 FT. WEST OF A FIRE HYDRANT ON STATION GROUNDS, 70.5 FT..
 OF0672'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GOVERNMENT BOAT BASIN, 2.0
 OF0672'FT. NORTH OF THE FENCE POST AT THE ANGLE OF A NORTH-SOUTH FENCE, 0.8
 OF0672'FT. WEST OF THE FENCE, SET IN HIGH POINT ON TOP OF AN 8 INCH SQUARE
 OF0672'STONE MONUMENT, ABOUT 1 FT. BELOW LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4300 ***********************************************************************
 LX4300  DESIGNATION -  B
 LX4300  PID         -  LX4300
 LX4300  STATE/COUNTY-  NY/WESTCHESTER
 LX4300  USGS QUAD   -  PEEKSKILL (1981)
 LX4300
 LX4300                         *CURRENT SURVEY CONTROL
 LX4300  ___________________________________________________________________
 LX4300* NAD 83(1996)-  41 17 35.34365(N)    073 56 10.05416(W)     ADJUSTED  
 LX4300* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4300  ___________________________________________________________________
 LX4300  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 LX4300  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 LX4300
 LX4300  HORZ ORDER  -  THIRD
 LX4300
 LX4300.The horizontal coordinates were established by classical geodetic methods
 LX4300.and adjusted by the National Geodetic Survey in January 1999..
 LX4300
 LX4300.The orthometric height was scaled from a topographic map.
 LX4300
 LX4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4300
 LX4300.The geoid height was determined by GEOID03.
 LX4300
 LX4300;                    North         East     Units Scale Factor Converg.
 LX4300;SPC NY E     -   273,254.063   197,226.187   MT  0.99992744   +0 22 19.6
 LX4300;SPC NY E     -   896,501.04    647,066.25   sFT  0.99992744   +0 22 19.6
 LX4300;UTM  18      - 4,571,846.210   589,076.489   MT  0.99969765   +0 42 07.6
 LX4300
 LX4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4300!SPC NY E     -   1.00000448  x   0.99992744  =   0.99993192
 LX4300!UTM  18      -   1.00000448  x   0.99969765  =   0.99970213
 LX4300
 LX4300                          SUPERSEDED SURVEY CONTROL
 LX4300
 LX4300  NAD 83(1986)-  41 17 35.34480(N)    073 56 10.05643(W) AD(       ) 3
 LX4300  NAD 27      -  41 17 35.00264(N)    073 56 11.55753(W) AD(       ) 3
 LX4300
 LX4300.Superseded values are not recommended for survey control.
 LX4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4300.See file dsdata.txt to determine how the superseded data were derived.
 LX4300
 LX4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8907671846(NAD 83)
 LX4300
 LX4300  HISTORY     - Date     Condition        Report By
 LX4300  HISTORY     - 1932     MONUMENTED       CGS
 LX4300  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4300
 LX4300                          STATION DESCRIPTION
 LX4300
 LX4300'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4300'STATION IS THE U.S.A. ENGINEERS STATION OF THE SAME NAME.  IT WAS
 LX4300'RECOVERED FROM THEIR DESCRIPTION AND TIED INTO THE THIRD ORDER
 LX4300'SCHEME AS AN INTERSECTION STATION.  THE STATION IS MARKED BY A
 LX4300'1-INCH PIPE DRIVEN DOWN FLUSH WITH THE GROUND 2.35 FEET N OF THE
 LX4300'MILEPOST OF THE N.Y.C. AND H.R. R.R. MARKING 42 MILES FROM NEW
 LX4300'YORK CITY.  IT IS ON THE E SIDE OF THE RAILROAD AND ABOUT 1/3 MILE
 LX4300'S OF THE RAILROAD BRIDGE ACROSS PEEKSKILL.  THERE ARE NO
 LX4300'REFERENCE MARKS OTHER THAN THE MILEPOST ABOVE MENTIONED.
 LX4300
 LX4300                          STATION RECOVERY (1932)
 LX4300
 LX4300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4300'STATION FOUND AS DESCRIBED.  ABOUT 3/4 MILE N OF PEEKSKILL, 125
 LX4300'METERS S OF DRAWBRIDGE ACROSS PEEKSKILL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0957 ***********************************************************************
 NB0957  DESIGNATION -  B 1
 NB0957  PID         -  NB0957
 NB0957  STATE/COUNTY-  NY/YATES
 NB0957  USGS QUAD   -  PENN YAN (1976)
 NB0957
 NB0957                         *CURRENT SURVEY CONTROL
 NB0957  ___________________________________________________________________
 NB0957* NAD 83(1986)-  42 40 14.     (N)    077 01 42.     (W)     SCALED    
 NB0957* NAVD 88     -       256.196  (meters)     840.54   (feet)  ADJUSTED  
 NB0957  ___________________________________________________________________
 NB0957  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NB0957  DYNAMIC HT  -         256.118 (meters)     840.28  (feet)  COMP
 NB0957  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 NB0957
 NB0957  VERT ORDER  -  SECOND    CLASS 0
 NB0957
 NB0957.The horizontal coordinates were scaled from a topographic map and have
 NB0957.an estimated accuracy of +/- 6 seconds.
 NB0957
 NB0957.The orthometric height was determined by differential leveling
 NB0957.and adjusted by the National Geodetic Survey in June 1991..
 NB0957
 NB0957.The geoid height was determined by GEOID03.
 NB0957
 NB0957.The dynamic height is computed by dividing the NAVD 88
 NB0957.geopotential number by the normal gravity value computed on the
 NB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0957.degrees latitude (g = 980.6199 gals.).
 NB0957
 NB0957.The modeled gravity was interpolated from observed gravity values.
 NB0957
 NB0957;                    North         East    Units  Estimated Accuracy
 NB0957;SPC NY C     -   296,670.      213,520.      MT  (+/- 180 meters Scaled)
 NB0957
 NB0957                          SUPERSEDED SURVEY CONTROL
 NB0957
 NB0957  NGVD 29 (??/??/92)  256.346  (m)          841.03   (f) ADJ UNCH    2 0
 NB0957
 NB0957.Superseded values are not recommended for survey control.
 NB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0957.See file dsdata.txt to determine how the superseded data were derived.
 NB0957
 NB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN337262(NAD 83)
 NB0957_MARKER: DD = SURVEY DISK
 NB0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0957+STABILITY: SURFACE MOTION
 NB0957
 NB0957  HISTORY     - Date     Condition        Report By
 NB0957  HISTORY     - UNK      MONUMENTED       CGS
 NB0957  HISTORY     - 1935     GOOD             NGS
 NB0957  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0957  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0957  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0957
 NB0957                          STATION DESCRIPTION
 NB0957
 NB0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0957'0.9 MI NE FROM PENN YAN.
 NB0957'IS LOCATED 0.9 OF MILE NORTHEAST OF THE YATES COUNTY COURT HOUSE.
 NB0957'100 YDS. NORTH OF A RIGHT ANGLE TURN IN HIGHWAY. 60 FT. NORTH OF THE
 NB0957'NORTHWEST CORNER OF A PUBLIC SCHOOL BUILDING. 33.5 FT. EAST OF
 NB0957'CENTERLINE OF STATE HY. NO. 54. 4.8 FT. EAST OF A FENCE CORNER.
 NB0957'TABLET SET IN TOP OF CONCRETE POST 1 INCH HIGH.
 NB0957
 NB0957                          STATION RECOVERY (1985)
 NB0957
 NB0957'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0957'MARK NOT FOUND.
 NB0957
 NB0957                          STATION RECOVERY (1985)
 NB0957
 NB0957'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0957'MARK NOT FOUND.
 NB0957
 NB0957                          STATION RECOVERY (2001)
 NB0957
 NB0957'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0957'LAWN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5564 ***********************************************************************
 LX5564  DESIGNATION -  B 1 BUTTERFIELD
 LX5564  PID         -  LX5564
 LX5564  STATE/COUNTY-  NY/SUFFOLK
 LX5564  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5564
 LX5564                         *CURRENT SURVEY CONTROL
 LX5564  ___________________________________________________________________
 LX5564* NAD 83(1996)-  41 12 12.66016(N)    072 06 58.80848(W)     ADJUSTED  
 LX5564* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LX5564  ___________________________________________________________________
 LX5564  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 LX5564  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5564
 LX5564  HORZ ORDER  -  SECOND
 LX5564
 LX5564.The horizontal coordinates were established by classical geodetic methods
 LX5564.and adjusted by the National Geodetic Survey in January 1999..
 LX5564
 LX5564.The orthometric height was scaled from a topographic map.
 LX5564
 LX5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5564
 LX5564.The geoid height was determined by GEOID03.
 LX5564
 LX5564;                    North         East     Units Scale Factor Converg.
 LX5564;SPC NY L     -   116,840.083   457,983.979   MT  1.00001389   +1 13 55.5
 LX5564;SPC NY L     -   383,332.84  1,502,569.10   sFT  1.00001389   +1 13 55.5
 LX5564;SPC CT       -   193,706.650   357,949.252   MT  0.99999965   +0 25 12.6
 LX5564;SPC CT       -   635,519.23  1,174,371.84   sFT  0.99999965   +0 25 12.6
 LX5564;UTM  18      - 4,565,359.639   741,786.744   MT  1.00031955   +1 54 01.8
 LX5564
 LX5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5564!SPC NY L     -   1.00000332  x   1.00001389  =   1.00001721
 LX5564!SPC CT       -   1.00000332  x   0.99999965  =   1.00000297
 LX5564!UTM  18      -   1.00000332  x   1.00031955  =   1.00032287
 LX5564
 LX5564                          SUPERSEDED SURVEY CONTROL
 LX5564
 LX5564  NAD 83(1996)-  41 12 12.66021(N)    072 06 58.80856(W) AD(       ) 2
 LX5564  NAD 83(1992)-  41 12 12.65882(N)    072 06 58.80751(W) AD(       ) 2
 LX5564  NAD 83(1986)-  41 12 12.66039(N)    072 06 58.81336(W) AD(       ) 2
 LX5564  NAD 27      -  41 12 12.30600(N)    072 07 00.53600(W) AD(       ) 2
 LX5564
 LX5564.Superseded values are not recommended for survey control.
 LX5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5564.See file dsdata.txt to determine how the superseded data were derived.
 LX5564
 LX5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4178765360(NAD 83)
 LX5564_MARKER: DS = TRIANGULATION STATION DISK
 LX5564_SETTING: 0 = UNSPECIFIED SETTING
 LX5564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5564
 LX5564  HISTORY     - Date     Condition        Report By
 LX5564  HISTORY     - 1940     MONUMENTED       CGS
 LX5564
 LX5564                          STATION DESCRIPTION
 LX5564
 LX5564'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5564'THIS IS THE INSTRUMENT CENTER OF B 1 BUTTERFIELD, WHICH IS THE
 LX5564'12-FT. SQUARE CONCRETE BUILDING AT THE E END OF GREAT GULL ISLAND,
 LX5564'AT FORT MICHIE.  THE CENTER OF THE INSTRUMENT WAS PROJECTED ON
 LX5564'TOP OF THE CONCRETE ROOF, AND A STANDARD TRIANGULATION-STATION
 LX5564'DISK WAS SET IN A DRILL HOLE.  THE DISK IS STAMPED B 1
 LX5564'BUTTERFIELD 1940.  IT WAS LOCATED BY DIRECTION AND TRAVERSE FROM
 LX5564'TRIANGULATION STATION B1 DAVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5294 ***********************************************************************
 LX5294  DESIGNATION -  B 1 CLINTON
 LX5294  PID         -  LX5294
 LX5294  STATE/COUNTY-  NY/SUFFOLK
 LX5294  USGS QUAD   -  NEW LONDON (1984)
 LX5294
 LX5294                         *CURRENT SURVEY CONTROL
 LX5294  ___________________________________________________________________
 LX5294* NAD 83(1996)-  41 15 03.67385(N)    072 02 06.81720(W)     ADJUSTED  
 LX5294* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5294  ___________________________________________________________________
 LX5294  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LX5294  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX5294
 LX5294  HORZ ORDER  -  THIRD
 LX5294
 LX5294.The horizontal coordinates were established by classical geodetic methods
 LX5294.and adjusted by the National Geodetic Survey in January 1999..
 LX5294
 LX5294.The orthometric height was scaled from a topographic map.
 LX5294
 LX5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5294
 LX5294.The geoid height was determined by GEOID03.
 LX5294
 LX5294;                    North         East     Units Scale Factor Converg.
 LX5294;SPC NY L     -   122,263.965   464,667.169   MT  1.00001934   +1 17 06.4
 LX5294;SPC NY L     -   401,127.69  1,524,495.54   sFT  1.00001934   +1 17 06.4
 LX5294;SPC CT       -   199,035.228   364,708.465   MT  0.99999524   +0 28 26.2
 LX5294;SPC CT       -   653,001.41  1,196,547.69   sFT  0.99999524   +0 28 26.2
 LX5294;UTM  18      - 4,570,863.026   748,408.233   MT  1.00035950   +1 57 21.1
 LX5294;UTM  19      - 4,571,067.037   245,687.947   MT  1.00039603   -2 00 08.6
 LX5294
 LX5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5294!SPC NY L     -   1.00000472  x   1.00001934  =   1.00002406
 LX5294!SPC CT       -   1.00000472  x   0.99999524  =   0.99999996
 LX5294!UTM  18      -   1.00000472  x   1.00035950  =   1.00036422
 LX5294!UTM  19      -   1.00000472  x   1.00039603  =   1.00040075
 LX5294
 LX5294                          SUPERSEDED SURVEY CONTROL
 LX5294
 LX5294  NAD 83(1996)-  41 15 03.67391(N)    072 02 06.81726(W) AD(       ) 4
 LX5294  NAD 83(1992)-  41 15 03.67268(N)    072 02 06.81659(W) AD(       ) 4
 LX5294  NAD 83(1986)-  41 15 03.67389(N)    072 02 06.82213(W) AD(       ) 4
 LX5294  NAD 27      -  41 15 03.31600(N)    072 02 08.55700(W) AD(       ) 3
 LX5294
 LX5294.Superseded values are not recommended for survey control.
 LX5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5294.See file dsdata.txt to determine how the superseded data were derived.
 LX5294
 LX5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4840870863(NAD 83)
 LX5294
 LX5294  HISTORY     - Date     Condition        Report By
 LX5294  HISTORY     - 1940     MONUMENTED       CGS
 LX5294  HISTORY     - 1954     GOOD             CGS
 LX5294
 LX5294                          STATION DESCRIPTION
 LX5294
 LX5294'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5294'STATION RECOVERED IN GOOD CONDITION.  BOTH NAIL AND INSTRUMENT
 LX5294'PEDESTAL ARE IN PLACE.  BUILDING IS LOCATED APPROXIMATELY 200
 LX5294'FEET E. OF THE LARGE MOUND AT BATTERY 215.  ORIGINAL
 LX5294'DESCRIPTION OTHERWISE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5318 ***********************************************************************
 LX5318  DESIGNATION -  B 1 CLINTON E PED
 LX5318  PID         -  LX5318
 LX5318  STATE/COUNTY-  NY/SUFFOLK
 LX5318  USGS QUAD   -  NEW LONDON (1984)
 LX5318
 LX5318                         *CURRENT SURVEY CONTROL
 LX5318  ___________________________________________________________________
 LX5318* NAD 83(1996)-  41 15 03.74413(N)    072 02 06.53439(W)     ADJUSTED  
 LX5318* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5318  ___________________________________________________________________
 LX5318  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LX5318  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX5318
 LX5318  HORZ ORDER  -  SECOND
 LX5318
 LX5318.The horizontal coordinates were established by classical geodetic methods
 LX5318.and adjusted by the National Geodetic Survey in January 1999..
 LX5318
 LX5318.The orthometric height was scaled from a topographic map.
 LX5318
 LX5318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5318
 LX5318.The geoid height was determined by GEOID03.
 LX5318
 LX5318;                    North         East     Units Scale Factor Converg.
 LX5318;SPC NY L     -   122,266.281   464,673.703   MT  1.00001934   +1 17 06.6
 LX5318;SPC NY L     -   401,135.29  1,524,516.97   sFT  1.00001934   +1 17 06.6
 LX5318;SPC CT       -   199,037.450   364,715.031   MT  0.99999524   +0 28 26.4
 LX5318;SPC CT       -   653,008.70  1,196,569.23   sFT  0.99999524   +0 28 26.4
 LX5318;UTM  18      - 4,570,865.419   748,414.741   MT  1.00035954   +1 57 21.2
 LX5318;UTM  19      - 4,571,068.975   245,694.606   MT  1.00039599   -2 00 08.4
 LX5318
 LX5318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5318!SPC NY L     -   1.00000472  x   1.00001934  =   1.00002406
 LX5318!SPC CT       -   1.00000472  x   0.99999524  =   0.99999996
 LX5318!UTM  18      -   1.00000472  x   1.00035954  =   1.00036426
 LX5318!UTM  19      -   1.00000472  x   1.00039599  =   1.00040071
 LX5318
 LX5318                          SUPERSEDED SURVEY CONTROL
 LX5318
 LX5318  NAD 83(1996)-  41 15 03.74419(N)    072 02 06.53445(W) AD(       ) 2
 LX5318  NAD 83(1992)-  41 15 03.74295(N)    072 02 06.53377(W) AD(       ) 2
 LX5318  NAD 83(1986)-  41 15 03.74416(N)    072 02 06.53932(W) AD(       ) 2
 LX5318  NAD 27      -  41 15 03.38600(N)    072 02 08.27400(W) AD(       ) 2
 LX5318
 LX5318.Superseded values are not recommended for survey control.
 LX5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5318.See file dsdata.txt to determine how the superseded data were derived.
 LX5318
 LX5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4841570865(NAD 83)
 LX5318
 LX5318  HISTORY     - Date     Condition        Report By
 LX5318  HISTORY     - 1940     MONUMENTED       CGS
 LX5318  HISTORY     - 1954     GOOD             CGS
 LX5318
 LX5318                          STATION DESCRIPTION
 LX5318
 LX5318'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5318'STATION RECOVERED.  WINGED SCREW CAP IS GONE, BUT PEDESTAL IS
 LX5318'IN PLACE.  STATION IS APPROXIMATELY 200 FT. E OF THE LARGE
 LX5318'MOUND AT BATTERY 215.  ORIGINAL DESCRIPTION IS OTHERWISE
 LX5318'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5295 ***********************************************************************
 LX5295  DESIGNATION -  B 1 CLINTON W PED
 LX5295  PID         -  LX5295
 LX5295  STATE/COUNTY-  NY/SUFFOLK
 LX5295  USGS QUAD   -  NEW LONDON (1984)
 LX5295
 LX5295                         *CURRENT SURVEY CONTROL
 LX5295  ___________________________________________________________________
 LX5295* NAD 83(1996)-  41 15 03.63799(N)    072 02 07.04022(W)     ADJUSTED  
 LX5295* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5295  ___________________________________________________________________
 LX5295  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LX5295  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX5295
 LX5295  HORZ ORDER  -  SECOND
 LX5295
 LX5295.The horizontal coordinates were established by classical geodetic methods
 LX5295.and adjusted by the National Geodetic Survey in January 1999..
 LX5295
 LX5295.The orthometric height was scaled from a topographic map.
 LX5295
 LX5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5295
 LX5295.The geoid height was determined by GEOID03.
 LX5295
 LX5295;                    North         East     Units Scale Factor Converg.
 LX5295;SPC NY L     -   122,262.743   464,662.002   MT  1.00001934   +1 17 06.3
 LX5295;SPC NY L     -   401,123.68  1,524,478.58   sFT  1.00001934   +1 17 06.3
 LX5295;SPC CT       -   199,034.078   364,703.282   MT  0.99999524   +0 28 26.0
 LX5295;SPC CT       -   652,997.64  1,196,530.68   sFT  0.99999524   +0 28 26.0
 LX5295;UTM  18      - 4,570,861.743   748,403.079   MT  1.00035946   +1 57 20.9
 LX5295;UTM  19      - 4,571,066.113   245,682.717   MT  1.00039606   -2 00 08.7
 LX5295
 LX5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5295!SPC NY L     -   1.00000472  x   1.00001934  =   1.00002406
 LX5295!SPC CT       -   1.00000472  x   0.99999524  =   0.99999996
 LX5295!UTM  18      -   1.00000472  x   1.00035946  =   1.00036418
 LX5295!UTM  19      -   1.00000472  x   1.00039606  =   1.00040078
 LX5295
 LX5295                          SUPERSEDED SURVEY CONTROL
 LX5295
 LX5295  NAD 83(1996)-  41 15 03.63805(N)    072 02 07.04028(W) AD(       ) 2
 LX5295  NAD 83(1992)-  41 15 03.63682(N)    072 02 07.03961(W) AD(       ) 2
 LX5295  NAD 83(1986)-  41 15 03.63803(N)    072 02 07.04515(W) AD(       ) 2
 LX5295  NAD 27      -  41 15 03.28000(N)    072 02 08.78000(W) AD(       ) 2
 LX5295
 LX5295.Superseded values are not recommended for survey control.
 LX5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5295.See file dsdata.txt to determine how the superseded data were derived.
 LX5295
 LX5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4840370862(NAD 83)
 LX5295
 LX5295  HISTORY     - Date     Condition        Report By
 LX5295  HISTORY     - 1940     MONUMENTED       CGS
 LX5295  HISTORY     - 1954     GOOD             CGS
 LX5295
 LX5295                          STATION DESCRIPTION
 LX5295
 LX5295'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5295'STATION RECOVERED IN GOOD CONDITION.  IT IS APPROXIMATELY 200
 LX5295'FT. E OF THE LARGE MOUND AT BATTERY 215.  ORIGINAL DESCRIPTION
 LX5295'IS OTHERWISE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5565 ***********************************************************************
 LX5565  DESIGNATION -  B 1 DAVIS
 LX5565  PID         -  LX5565
 LX5565  STATE/COUNTY-  NY/SUFFOLK
 LX5565  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5565
 LX5565                         *CURRENT SURVEY CONTROL
 LX5565  ___________________________________________________________________
 LX5565* NAD 83(1996)-  41 12 13.04856(N)    072 06 57.94559(W)     ADJUSTED  
 LX5565* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LX5565  ___________________________________________________________________
 LX5565  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 LX5565  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5565
 LX5565  HORZ ORDER  -  SECOND
 LX5565
 LX5565.The horizontal coordinates were established by classical geodetic methods
 LX5565.and adjusted by the National Geodetic Survey in January 1999..
 LX5565
 LX5565.The orthometric height was scaled from a topographic map.
 LX5565
 LX5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5565
 LX5565.The geoid height was determined by GEOID03.
 LX5565
 LX5565;                    North         East     Units Scale Factor Converg.
 LX5565;SPC NY L     -   116,852.494   458,003.821   MT  1.00001390   +1 13 56.0
 LX5565;SPC NY L     -   383,373.56  1,502,634.20   sFT  1.00001390   +1 13 56.0
 LX5565;SPC CT       -   193,718.779   357,969.268   MT  0.99999964   +0 25 13.1
 LX5565;SPC CT       -   635,559.03  1,174,437.51   sFT  0.99999964   +0 25 13.1
 LX5565;UTM  18      - 4,565,372.285   741,806.446   MT  1.00031967   +1 54 02.4
 LX5565
 LX5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5565!SPC NY L     -   1.00000332  x   1.00001390  =   1.00001722
 LX5565!SPC CT       -   1.00000332  x   0.99999964  =   1.00000296
 LX5565!UTM  18      -   1.00000332  x   1.00031967  =   1.00032299
 LX5565
 LX5565:                Primary Azimuth Mark                     Grid Az
 LX5565:SPC NY L     -  LITTLE GULL ISLAND LIGHTHOUSE            067 10 49.2
 LX5565:SPC CT       -  LITTLE GULL ISLAND LIGHTHOUSE            067 59 32.1
 LX5565:UTM  18      -  LITTLE GULL ISLAND LIGHTHOUSE            066 30 42.8
 LX5565
 LX5565|---------------------------------------------------------------------|
 LX5565| PID    Reference Object                     Distance      Geod. Az  |
 LX5565|                                                           dddmmss.s |
 LX5565| LX5557 LITTLE GULL ISLAND LIGHTHOUSE       APPROX. 0.8 KM 0682445.2 |
 LX5565| LX5555 DP PALMER                           263.189 METERS 22901     |
 LX5565|---------------------------------------------------------------------|
 LX5565
 LX5565                          SUPERSEDED SURVEY CONTROL
 LX5565
 LX5565  NAD 83(1996)-  41 12 13.04861(N)    072 06 57.94567(W) AD(       ) 2
 LX5565  NAD 83(1992)-  41 12 13.04722(N)    072 06 57.94462(W) AD(       ) 2
 LX5565  NAD 83(1986)-  41 12 13.04879(N)    072 06 57.95048(W) AD(       ) 2
 LX5565  NAD 27      -  41 12 12.69400(N)    072 06 59.67300(W) AD(       ) 2
 LX5565
 LX5565.Superseded values are not recommended for survey control.
 LX5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5565.See file dsdata.txt to determine how the superseded data were derived.
 LX5565
 LX5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4180665372(NAD 83)
 LX5565_MARKER: DS = TRIANGULATION STATION DISK
 LX5565_SETTING: 0 = UNSPECIFIED SETTING
 LX5565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5565
 LX5565  HISTORY     - Date     Condition        Report By
 LX5565  HISTORY     - 1940     MONUMENTED       CGS
 LX5565  HISTORY     - 1943     GOOD             CGS
 LX5565  HISTORY     - 1962     GOOD             CGS
 LX5565  HISTORY     - 20001231 GOOD             NGS
 LX5565
 LX5565                          STATION DESCRIPTION
 LX5565
 LX5565'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5565'THE STATION IS AT THE W END OF BLOCK ISLAND SOUND, ON GREAT GULL
 LX5565'ISLAND, AT FORT MICHIE.  IT IS ON THE N END OF THE ISLAND, ON
 LX5565'TOP OF THE ROOF OF THE OBSERVING STATION B 1 DAVIS.  THE MARK IS
 LX5565'A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF THE
 LX5565'CONCRETE ROOF, AND THE DISK IS STAMPED B 1 DAVIS 1940.  NO
 LX5565'REFERENCE MARKS WERE ESTABLISHED.  THE BEST AZIMUTH MARK IS THE
 LX5565'FINIAL ON THE LITTLE GULL ISLAND LIGHTHOUSE, WHICH IS ABOUT 0.4
 LX5565'MI. E-NE OF THIS STATION.
 LX5565
 LX5565                          STATION RECOVERY (1943)
 LX5565
 LX5565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5565'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND IN
 LX5565'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX5565'
 LX5565'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX5565'MICHIE, ON GREAT GULL ISLAND.  IT IS THE PINTLE CENTER OF THE S
 LX5565'ONE OF TWO INSTRUMENTS HOUSED IN THE CONCRETE DUGOUT FIRE-CONTROL
 LX5565'BUILDING.  IT IS MARKED BY A STANDARD DISK, STAMPED B 1 DAVIS
 LX5565'1940 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE
 LX5565'BUILDING, DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LX5565
 LX5565                          STATION RECOVERY (1962)
 LX5565
 LX5565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5565'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 LX5565'FOLLOWS--
 LX5565'
 LX5565'THE STATION IS ON GREAT GULL ISLAND IN THE WESTERN END OF BLOCK
 LX5565'ISLAND SOUND.  IT IS A STANDARD DISK STAMPED B1 DAVIS 1940 SET
 LX5565'IN THE CONCRETE ROOF OF AN OLD OBSERVING STATION ON THE NE END
 LX5565'OF THE ISLAND.  IT IS LOCATED ABOUT 1100 FT NE OF THE MOST NE
 LX5565'ONE OF THE TWO DOCKS ON THE NW SIDE OF THE ISLAND.
 LX5565
 LX5565                          STATION RECOVERY (2000)
 LX5565
 LX5565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5565'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5657 ***********************************************************************
 LX5657  DESIGNATION -  B 1 PLUS BC BRADFORD
 LX5657  PID         -  LX5657
 LX5657  STATE/COUNTY-  NY/SUFFOLK
 LX5657  USGS QUAD   -  PLUM ISLAND (1954)
 LX5657
 LX5657                         *CURRENT SURVEY CONTROL
 LX5657  ___________________________________________________________________
 LX5657* NAD 83(1996)-  41 11 22.06677(N)    072 09 49.71126(W)     ADJUSTED  
 LX5657* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 LX5657  ___________________________________________________________________
 LX5657  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX5657  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5657
 LX5657  HORZ ORDER  -  THIRD
 LX5657
 LX5657.The horizontal coordinates were established by classical geodetic methods
 LX5657.and adjusted by the National Geodetic Survey in January 1999..
 LX5657
 LX5657.The orthometric height was scaled from a topographic map.
 LX5657
 LX5657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5657
 LX5657.The geoid height was determined by GEOID03.
 LX5657
 LX5657;                    North         East     Units Scale Factor Converg.
 LX5657;SPC NY L     -   115,195.091   454,035.698   MT  1.00001241   +1 12 03.7
 LX5657;SPC NY L     -   377,935.89  1,489,615.45   sFT  1.00001241   +1 12 03.7
 LX5657;SPC CT       -   192,117.806   353,978.103   MT  1.00000108   +0 23 19.2
 LX5657;SPC CT       -   630,306.50  1,161,343.16   sFT  1.00000108   +0 23 19.2
 LX5657;UTM  18      - 4,563,668.228   737,856.752   MT  1.00029635   +1 52 07.1
 LX5657
 LX5657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5657!SPC NY L     -   1.00000081  x   1.00001241  =   1.00001322
 LX5657!SPC CT       -   1.00000081  x   1.00000108  =   1.00000189
 LX5657!UTM  18      -   1.00000081  x   1.00029635  =   1.00029716
 LX5657
 LX5657                          SUPERSEDED SURVEY CONTROL
 LX5657
 LX5657  NAD 83(1996)-  41 11 22.06680(N)    072 09 49.71135(W) AD(       ) 4
 LX5657  NAD 83(1992)-  41 11 22.06538(N)    072 09 49.71034(W) AD(       ) 4
 LX5657  NAD 83(1986)-  41 11 22.06696(N)    072 09 49.71610(W) AD(       ) 4
 LX5657  NAD 27      -  41 11 21.70900(N)    072 09 51.43500(W) AD(       ) 3
 LX5657
 LX5657.Superseded values are not recommended for survey control.
 LX5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5657.See file dsdata.txt to determine how the superseded data were derived.
 LX5657
 LX5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3785763668(NAD 83)
 LX5657_MARKER: Z = SEE DESCRIPTION
 LX5657_SETTING: 0 = UNSPECIFIED SETTING
 LX5657
 LX5657  HISTORY     - Date     Condition        Report By
 LX5657  HISTORY     - 1940     MONUMENTED       CGS
 LX5657
 LX5657                          STATION DESCRIPTION
 LX5657
 LX5657'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5657'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5657'TERRY, PLUM ISLAND, AND IS THE CENTER OF THE INSTRUMENT HOUSED
 LX5657'IN THE E AND LOWEST OF THE TWO FIRE-CONTROL BUILDINGS.
 LX5657'
 LX5657'THE STATION IS NOT MARKED PERMANENTLY.  THE MEASUREMENTS WERE
 LX5657'MADE TO A NAIL ON THE TAR ROOF OF THE BUILDING THAT HAD BEEN
 LX5657'DRIVEN DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LX5657'
 LX5657'LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX5657'
 LX5657'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0435 ***********************************************************************
 KU0435  DESIGNATION -  B 1 USE
 KU0435  PID         -  KU0435
 KU0435  STATE/COUNTY-  NY/SUFFOLK
 KU0435  USGS QUAD   -  AMITYVILLE (1979)
 KU0435
 KU0435                         *CURRENT SURVEY CONTROL
 KU0435  ___________________________________________________________________
 KU0435* NAD 83(1986)-  40 40 51.     (N)    073 23 55.     (W)     SCALED    
 KU0435* NAVD 88     -         7.760  (meters)      25.46   (feet)  ADJUSTED  
 KU0435  ___________________________________________________________________
 KU0435  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU0435  DYNAMIC HT  -           7.757 (meters)      25.45  (feet)  COMP
 KU0435  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 KU0435
 KU0435  VERT ORDER  -  SECOND    CLASS 0
 KU0435
 KU0435.The horizontal coordinates were scaled from a topographic map and have
 KU0435.an estimated accuracy of +/- 6 seconds.
 KU0435
 KU0435.The orthometric height was determined by differential leveling
 KU0435.and adjusted by the National Geodetic Survey in June 1991..
 KU0435
 KU0435.The geoid height was determined by GEOID03.
 KU0435
 KU0435.The dynamic height is computed by dividing the NAVD 88
 KU0435.geopotential number by the normal gravity value computed on the
 KU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0435.degrees latitude (g = 980.6199 gals.).
 KU0435
 KU0435.The modeled gravity was interpolated from observed gravity values.
 KU0435
 KU0435;                    North         East    Units  Estimated Accuracy
 KU0435;SPC NY L     -    57,270.      350,840.      MT  (+/- 180 meters Scaled)
 KU0435
 KU0435                          SUPERSEDED SURVEY CONTROL
 KU0435
 KU0435  NGVD 29 (??/??/92)    8.128  (m)           26.67   (f) ADJ UNCH    2 0
 KU0435
 KU0435.Superseded values are not recommended for survey control.
 KU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0435.See file dsdata.txt to determine how the superseded data were derived.
 KU0435
 KU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL353045(NAD 83)
 KU0435_MARKER: DB = BENCH MARK DISK
 KU0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0435_STAMPING: 27 B 131
 KU0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0435+STABILITY: SURFACE MOTION
 KU0435
 KU0435  HISTORY     - Date     Condition        Report By
 KU0435  HISTORY     - UNK      MONUMENTED       DOD
 KU0435  HISTORY     - 1932     GOOD             NGS
 KU0435  HISTORY     - 1956     GOOD             NGS
 KU0435  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0435
 KU0435                          STATION DESCRIPTION
 KU0435
 KU0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0435'AT COPIAGUE.
 KU0435'AT COPIAGUE, SUFFOLK COUNTY, AT THE LONG ISLAND RAILROAD STATION,
 KU0435'200 FEET EAST OF THE CROSSING OF GREAT NECK ROAD, 15.9 FEET
 KU0435'SOUTH OF THE SOUTH RAIL OF THE SOUTH (EASTBOUND) TRACK, 9.8
 KU0435'FEET WEST OF THE NORTHWEST CORNER OF THE WAITING ROOM, 8 INCHES
 KU0435'WEST OF THE WEST CONCRETE CURB OF THE PLATFORM, AND LEVEL WITH
 KU0435'THE PLATFORM.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 KU0435'MAP-CONTROL STATION DISK, STAMPED 27 B 131 AND SET IN THE TOP OF
 KU0435'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- IT WAS
 KU0435'REPORTED IN NOVEMBER 1956 THAT THE DISK IS SLIGHTLY MARRED.
 KU0435
 KU0435                          STATION RECOVERY (1956)
 KU0435
 KU0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0435'RECOVERED IN GOOD CONDITION.
 KU0435
 KU0435                          STATION RECOVERY (1985)
 KU0435
 KU0435'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0606 ***********************************************************************
 OD0606  DESIGNATION -  B 100
 OD0606  PID         -  OD0606
 OD0606  STATE/COUNTY-  NY/WASHINGTON
 OD0606  USGS QUAD   -  GRANVILLE (1944)
 OD0606
 OD0606                         *CURRENT SURVEY CONTROL
 OD0606  ___________________________________________________________________
 OD0606* NAD 83(1986)-  43 26 01.     (N)    073 16 39.     (W)     SCALED    
 OD0606* NAVD 88     -       122.386  (meters)     401.53   (feet)  ADJUSTED  
 OD0606  ___________________________________________________________________
 OD0606  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 OD0606  DYNAMIC HT  -         122.359 (meters)     401.44  (feet)  COMP
 OD0606  MODELED GRAV-     980,392.9   (mgal)                       NAVD 88
 OD0606
 OD0606  VERT ORDER  -  SECOND    CLASS 0
 OD0606
 OD0606.The horizontal coordinates were scaled from a topographic map and have
 OD0606.an estimated accuracy of +/- 6 seconds.
 OD0606
 OD0606.The orthometric height was determined by differential leveling
 OD0606.and adjusted by the National Geodetic Survey in June 1991..
 OD0606
 OD0606.The geoid height was determined by GEOID03.
 OD0606
 OD0606.The dynamic height is computed by dividing the NAVD 88
 OD0606.geopotential number by the normal gravity value computed on the
 OD0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0606.degrees latitude (g = 980.6199 gals.).
 OD0606
 OD0606.The modeled gravity was interpolated from observed gravity values.
 OD0606
 OD0606;                    North         East    Units  Estimated Accuracy
 OD0606;SPC NY E     -   511,570.      248,970.      MT  (+/- 180 meters Scaled)
 OD0606
 OD0606                          SUPERSEDED SURVEY CONTROL
 OD0606
 OD0606  NGVD 29 (??/??/92)  122.513  (m)          401.94   (f) ADJ UNCH    2 0
 OD0606
 OD0606.Superseded values are not recommended for survey control.
 OD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0606.See file dsdata.txt to determine how the superseded data were derived.
 OD0606
 OD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP394104(NAD 83)
 OD0606_MARKER: DB = BENCH MARK DISK
 OD0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0606_STAMPING: B-100 1935
 OD0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0606+STABILITY: SURFACE MOTION
 OD0606
 OD0606  HISTORY     - Date     Condition        Report By
 OD0606  HISTORY     - 1935     MONUMENTED       CGS
 OD0606  HISTORY     - 19940405 MARK NOT FOUND   NGS
 OD0606
 OD0606                          STATION DESCRIPTION
 OD0606
 OD0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0606'IN MIDDLE GRANVILLE.
 OD0606'IS LOCATED AT THE STATION OF THE DELAWARE AND HUDSON R.R. AT MIDDLE
 OD0606'GRANVILLE.  (2.0 MILES NORTH OF GRANVILLE) 47.0 FT. EAST OF THE
 OD0606'SOUTHEAST CORNER OF STATION.  54.0 FT. NORTHEAST OF PUBLIC ROAD
 OD0606'CROSSING.  32.3 FT. EAST OF EAST RAIL MAIN TRACK.  20.0 FT. NORTH OF
 OD0606'RAILROAD CROSSING FLASHING SIGNAL.  STANDARD TABLET SET IN CONCRETE
 OD0606'POST 4 IN. HIGH.
 OD0606
 OD0606                          STATION RECOVERY (1994)
 OD0606
 OD0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JMR)
 OD0606'NOT FOUND, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0660 ***********************************************************************
 NB0660  DESIGNATION -  B 102
 NB0660  PID         -  NB0660
 NB0660  STATE/COUNTY-  NY/YATES
 NB0660  USGS QUAD   -  DUNDEE (1942)
 NB0660
 NB0660                         *CURRENT SURVEY CONTROL
 NB0660  ___________________________________________________________________
 NB0660* NAD 83(1986)-  42 34 08.     (N)    076 56 39.     (W)     SCALED    
 NB0660* NAVD 88     -       248.344  (meters)     814.78   (feet)  ADJUSTED  
 NB0660  ___________________________________________________________________
 NB0660  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NB0660  DYNAMIC HT  -         248.267 (meters)     814.52  (feet)  COMP
 NB0660  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 NB0660
 NB0660  VERT ORDER  -  SECOND    CLASS 0
 NB0660
 NB0660.The horizontal coordinates were scaled from a topographic map and have
 NB0660.an estimated accuracy of +/- 6 seconds.
 NB0660
 NB0660.The orthometric height was determined by differential leveling
 NB0660.and adjusted by the National Geodetic Survey in June 1991..
 NB0660
 NB0660.The geoid height was determined by GEOID03.
 NB0660
 NB0660.The dynamic height is computed by dividing the NAVD 88
 NB0660.geopotential number by the normal gravity value computed on the
 NB0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0660.degrees latitude (g = 980.6199 gals.).
 NB0660
 NB0660.The modeled gravity was interpolated from observed gravity values.
 NB0660
 NB0660;                    North         East    Units  Estimated Accuracy
 NB0660;SPC NY C     -   285,350.      220,370.      MT  (+/- 180 meters Scaled)
 NB0660
 NB0660                          SUPERSEDED SURVEY CONTROL
 NB0660
 NB0660  NGVD 29 (??/??/92)  248.494  (m)          815.27   (f) ADJ UNCH    2 0
 NB0660
 NB0660.Superseded values are not recommended for survey control.
 NB0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0660.See file dsdata.txt to determine how the superseded data were derived.
 NB0660
 NB0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN404147(NAD 83)
 NB0660_MARKER: DB = BENCH MARK DISK
 NB0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0660_STAMPING: B-102--1935
 NB0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0660+STABILITY: SURFACE MOTION
 NB0660
 NB0660  HISTORY     - Date     Condition        Report By
 NB0660  HISTORY     - 1935     MONUMENTED       CGS
 NB0660  HISTORY     - 1957     MARK NOT FOUND   NGS
 NB0660  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0660  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0660  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0660  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0660
 NB0660                          STATION DESCRIPTION
 NB0660
 NB0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0660'1.5 MI S FROM HIMROD.
 NB0660'IS LOCATED 1.5 MILES SOUTH OF THE DEPOT AT HIMROD. 10 TELEGRAPH
 NB0660'POLES SOUTH OF MILE POST NO. 31. 52 FT. NORTHWEST OF CENTERLINE OF
 NB0660'A RAILROAD GRADE CROSSING. 28 FT. WEST OF WEST RAIL. 5 FT. NORTHEAST
 NB0660'OF CORNER FENCE POST. STANDARD TABLET SET IN TOP OF CONCRETE POST
 NB0660'4 IN. HIGH.
 NB0660
 NB0660                          STATION RECOVERY (1957)
 NB0660
 NB0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NB0660'MARK NOT FOUND.
 NB0660
 NB0660                          STATION RECOVERY (1985)
 NB0660
 NB0660'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0660'MARK NOT FOUND.
 NB0660
 NB0660                          STATION RECOVERY (1985)
 NB0660
 NB0660'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0660'MARK NOT FOUND.
 NB0660
 NB0660                          STATION RECOVERY (1994)
 NB0660
 NB0660'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0660'MARK NOT FOUND.
 NB0660
 NB0660                          STATION RECOVERY (1999)
 NB0660
 NB0660'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0456 ***********************************************************************
 NB0456  DESIGNATION -  B 103
 NB0456  PID         -  NB0456
 NB0456  STATE/COUNTY-  NY/TOMPKINS
 NB0456  USGS QUAD   -  MECKLENBURG (1976)
 NB0456
 NB0456                         *CURRENT SURVEY CONTROL
 NB0456  ___________________________________________________________________
 NB0456* NAD 83(1986)-  42 27 01.     (N)    076 38 46.     (W)     SCALED    
 NB0456* NAVD 88     -       376.074  (meters)    1233.84   (feet)  ADJUSTED  
 NB0456  ___________________________________________________________________
 NB0456  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0456  DYNAMIC HT  -         375.941 (meters)    1233.40  (feet)  COMP
 NB0456  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 NB0456
 NB0456  VERT ORDER  -  SECOND    CLASS 0
 NB0456
 NB0456.The horizontal coordinates were scaled from a topographic map and have
 NB0456.an estimated accuracy of +/- 6 seconds.
 NB0456
 NB0456.The orthometric height was determined by differential leveling
 NB0456.and adjusted by the National Geodetic Survey in June 1991..
 NB0456
 NB0456.The geoid height was determined by GEOID03.
 NB0456
 NB0456.The dynamic height is computed by dividing the NAVD 88
 NB0456.geopotential number by the normal gravity value computed on the
 NB0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0456.degrees latitude (g = 980.6199 gals.).
 NB0456
 NB0456.The modeled gravity was interpolated from observed gravity values.
 NB0456
 NB0456;                    North         East    Units  Estimated Accuracy
 NB0456;SPC NY C     -   272,110.      244,840.      MT  (+/- 180 meters Scaled)
 NB0456
 NB0456                          SUPERSEDED SURVEY CONTROL
 NB0456
 NB0456  NGVD 29 (??/??/92)  376.259  (m)         1234.44   (f) ADJ UNCH    2 0
 NB0456
 NB0456.Superseded values are not recommended for survey control.
 NB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0456.See file dsdata.txt to determine how the superseded data were derived.
 NB0456
 NB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN646010(NAD 83)
 NB0456_MARKER: DB = BENCH MARK DISK
 NB0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0456_STAMPING: B 103 1935
 NB0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0456+STABILITY: SURFACE MOTION
 NB0456
 NB0456  HISTORY     - Date     Condition        Report By
 NB0456  HISTORY     - 1935     MONUMENTED       CGS
 NB0456  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0456  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0456  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 NB0456
 NB0456                          STATION DESCRIPTION
 NB0456
 NB0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0456'3.1 MI E FROM MECKLENBURG.
 NB0456'IS LOCATED 3.1 MILES EAST OF THE JUNCTION OF STATE HYS. NO. 228 AND
 NB0456'79 AT MECKLENBURG. 5 1/2 TELEPHONE POLES EAST OF A CROSS ROAD. 3 1/2
 NB0456'TELEPHONE POLES WEST OF A CONCRETE CULVERT. 86.5 FT. WEST OF CORNER
 NB0456'FENCE POST. 26 FT. SOUTH OF CENTERLINE OF HIGHWAY. 5 FT. EAST OF THE
 NB0456'FOURTH TREE WEST OF FARM YARD. 1 FT  NORTH FENCE LINE. TABLET SET IN
 NB0456'TOP OF CONCRETE POST 4 IN. HIGH.
 NB0456
 NB0456                          STATION RECOVERY (1985)
 NB0456
 NB0456'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0456'MARK NOT FOUND.
 NB0456
 NB0456                          STATION RECOVERY (1985)
 NB0456
 NB0456'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0456'MARK NOT FOUND.
 NB0456
 NB0456                          STATION RECOVERY (1995)
 NB0456
 NB0456'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0380 ***********************************************************************
 PH0380  DESIGNATION -  B 104 RESET 1974
 PH0380  PID         -  PH0380
 PH0380  STATE/COUNTY-  NY/ST LAWRENCE
 PH0380  USGS QUAD   -  NEWTON FALLS (1968)
 PH0380
 PH0380                         *CURRENT SURVEY CONTROL
 PH0380  ___________________________________________________________________
 PH0380* NAD 83(1986)-  44 11 13.     (N)    074 52 37.     (W)     SCALED    
 PH0380* NAVD 88     -       451.26   (meters)    1480.5    (feet)  RESET     
 PH0380  ___________________________________________________________________
 PH0380  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PH0380
 PH0380  VERT ORDER  -  THIRD
 PH0380
 PH0380.The horizontal coordinates were scaled from a topographic map and have
 PH0380.an estimated accuracy of +/- 6 seconds.
 PH0380
 PH0380.The orthometric height was computed from unverified reset data.
 PH0380.No vertical observational check was made to the station.
 PH0380
 PH0380.The geoid height was determined by GEOID03.
 PH0380
 PH0380;                    North         East    Units  Estimated Accuracy
 PH0380;SPC NY E     -   594,600.      119,870.      MT  (+/- 180 meters Scaled)
 PH0380
 PH0380                          SUPERSEDED SURVEY CONTROL
 PH0380
 PH0380  NGVD 29 (09/01/04)  451.35   (m)         1480.8    (f) RESET       3  
 PH0380
 PH0380.Superseded values are not recommended for survey control.
 PH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0380.See file dsdata.txt to determine how the superseded data were derived.
 PH0380
 PH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP098926(NAD 83)
 PH0380_MARKER: DB = BENCH MARK DISK
 PH0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0380_STAMPING: B 104 RESET 1974
 PH0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0380+STABILITY: SURFACE MOTION
 PH0380
 PH0380  HISTORY     - Date     Condition        Report By
 PH0380  HISTORY     - 1974     MONUMENTED       NYDT
 PH0380
 PH0380                          STATION DESCRIPTION
 PH0380
 PH0380'DESCRIBED BY NY DEPT OF TRANSP 1974
 PH0380'3.6 MI W FROM CRANBERRY LAKE.
 PH0380'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 PH0380'CRANBERRY LAKE, ST. LAWRENCE COUNTY, AT THE EAST END OF A CUT INSIDE
 PH0380'OF CURVE 82 FEET NORTH WEST OF CENTER LINE OF HIGHWAY - A STANDARD
 PH0380'DISK STAMPED B 104 RESET 1974 AND SET IN THE TOP OF A CONCRETE POST
 PH0380'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0759 ***********************************************************************
 PH0759  DESIGNATION -  B 105
 PH0759  PID         -  PH0759
 PH0759  STATE/COUNTY-  NY/ST LAWRENCE
 PH0759  USGS QUAD   -  COLTON (1980)
 PH0759
 PH0759                         *CURRENT SURVEY CONTROL
 PH0759  ___________________________________________________________________
 PH0759* NAD 83(1986)-  44 35 43.     (N)    074 58 41.     (W)     SCALED    
 PH0759* NAVD 88     -       180.468  (meters)     592.09   (feet)  ADJUSTED  
 PH0759  ___________________________________________________________________
 PH0759  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 PH0759  DYNAMIC HT  -         180.451 (meters)     592.03  (feet)  COMP
 PH0759  MODELED GRAV-     980,519.8   (mgal)                       NAVD 88
 PH0759
 PH0759  VERT ORDER  -  SECOND    CLASS 0
 PH0759
 PH0759.The horizontal coordinates were scaled from a topographic map and have
 PH0759.an estimated accuracy of +/- 6 seconds.
 PH0759
 PH0759.The orthometric height was determined by differential leveling
 PH0759.and adjusted by the National Geodetic Survey in June 1991..
 PH0759
 PH0759.The geoid height was determined by GEOID03.
 PH0759
 PH0759.The dynamic height is computed by dividing the NAVD 88
 PH0759.geopotential number by the normal gravity value computed on the
 PH0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0759.degrees latitude (g = 980.6199 gals.).
 PH0759
 PH0759.The modeled gravity was interpolated from observed gravity values.
 PH0759
 PH0759;                    North         East    Units  Estimated Accuracy
 PH0759;SPC NY E     -   640,010.      112,050.      MT  (+/- 180 meters Scaled)
 PH0759
 PH0759                          SUPERSEDED SURVEY CONTROL
 PH0759
 PH0759  NGVD 29 (??/??/92)  180.594  (m)          592.50   (f) ADJ UNCH    2 0
 PH0759
 PH0759.Superseded values are not recommended for survey control.
 PH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0759.See file dsdata.txt to determine how the superseded data were derived.
 PH0759
 PH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ017379(NAD 83)
 PH0759_MARKER: DB = BENCH MARK DISK
 PH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0759_STAMPING: B-105--1935
 PH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0759+STABILITY: SURFACE MOTION
 PH0759
 PH0759  HISTORY     - Date     Condition        Report By
 PH0759  HISTORY     - 1935     MONUMENTED       CGS
 PH0759  HISTORY     - 20060523 MARK NOT FOUND   NYDT
 PH0759
 PH0759                          STATION DESCRIPTION
 PH0759
 PH0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PH0759'1.1 MI S FROM HANNAWA FALLS.
 PH0759'IS LOCATED 1.1 MILES SOUTH OF THE HY. BRIDGE OVER RAQUETTE RIVER AT
 PH0759'HANNAWA FALLS.  24 FT. EAST OF CENTERLINE OF HY.  1 FT. SOUTH OF
 PH0759'NORTHWEST CORNER OF HANNAWA FALLS CEMETERY.  TABLET SET IN TOP OF
 PH0759'CONCRETE POST 4 IN. HIGH.
 PH0759
 PH0759                          STATION RECOVERY (2006)
 PH0759
 PH0759'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0634 ***********************************************************************
 PG0634  DESIGNATION -  B 106
 PG0634  PID         -  PG0634
 PG0634  STATE/COUNTY-  NY/CLINTON
 PG0634  USGS QUAD   -  PLATTSBURGH (1966)
 PG0634
 PG0634                         *CURRENT SURVEY CONTROL
 PG0634  ___________________________________________________________________
 PG0634* NAD 83(1986)-  44 38 03.     (N)    073 28 47.     (W)     SCALED    
 PG0634* NAVD 88     -        53.796  (meters)     176.50   (feet)  ADJUSTED  
 PG0634  ___________________________________________________________________
 PG0634  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PG0634  DYNAMIC HT  -          53.792 (meters)     176.48  (feet)  COMP
 PG0634  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 PG0634
 PG0634  VERT ORDER  -  SECOND    CLASS 0
 PG0634
 PG0634.The horizontal coordinates were scaled from a topographic map and have
 PG0634.an estimated accuracy of +/- 6 seconds.
 PG0634
 PG0634.The orthometric height was determined by differential leveling
 PG0634.and adjusted by the National Geodetic Survey in June 1991..
 PG0634
 PG0634.The geoid height was determined by GEOID03.
 PG0634
 PG0634.The dynamic height is computed by dividing the NAVD 88
 PG0634.geopotential number by the normal gravity value computed on the
 PG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0634.degrees latitude (g = 980.6199 gals.).
 PG0634
 PG0634.The modeled gravity was interpolated from observed gravity values.
 PG0634
 PG0634;                    North         East    Units  Estimated Accuracy
 PG0634;SPC NY E     -   644,730.      230,950.      MT  (+/- 180 meters Scaled)
 PG0634
 PG0634                          SUPERSEDED SURVEY CONTROL
 PG0634
 PG0634  NGVD 29 (??/??/??)   53.923  (m)          176.91   (f) ADJUSTED    2 0
 PG0634
 PG0634.Superseded values are not recommended for survey control.
 PG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0634.See file dsdata.txt to determine how the superseded data were derived.
 PG0634
 PG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ205434(NAD 83)
 PG0634_MARKER: DB = BENCH MARK DISK
 PG0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0634_STAMPING: B 106 1935
 PG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0634+STABILITY: SURFACE MOTION
 PG0634
 PG0634  HISTORY     - Date     Condition        Report By
 PG0634  HISTORY     - 1935     MONUMENTED       CGS
 PG0634  HISTORY     - 1973     GOOD             NGS
 PG0634
 PG0634                          STATION DESCRIPTION
 PG0634
 PG0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0634'6 MI SW FROM PLATTSBURGH.
 PG0634'ABOUT 4.65 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0634'STATION AT PLATTSBURGH, THENCE 1.35 MILE WEST ALONG THE KEENE BRANCH
 PG0634'OF THE DELAWARE AND HUDSON RAILWAY, 0.1 MILE SOUTHWEST OF WYE JUNCTION
 PG0634'OF THE MORRISONVILLE BRANCH, 52.5 FEET NORTHEAST OF THE CENTER OF THE
 PG0634'CROSSING WITH SOUTH JUNCTION ROAD, 76.8 FEET EAST OF A POWER POLE
 PG0634'T-554 BRACED BY 2 GUY WIRES, 26.8 FEET NORTHWEST OF THE NORTHWEST
 PG0634'RAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE RAILS IN THE TOP OF A
 PG0634'CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0264 ***********************************************************************
 LX0264  DESIGNATION -  B 107
 LX0264  PID         -  LX0264
 LX0264  STATE/COUNTY-  NY/SUFFOLK
 LX0264  USGS QUAD   -  PLUM ISLAND (1954)
 LX0264
 LX0264                         *CURRENT SURVEY CONTROL
 LX0264  ___________________________________________________________________
 LX0264* NAD 83(1986)-  41 09 37.     (N)    072 14 02.     (W)     SCALED    
 LX0264* NAVD 88     -         3.624  (meters)      11.89   (feet)  ADJUSTED  
 LX0264  ___________________________________________________________________
 LX0264  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX0264  DYNAMIC HT  -           3.623 (meters)      11.89  (feet)  COMP
 LX0264  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 LX0264
 LX0264  VERT ORDER  -  SECOND    CLASS 0
 LX0264
 LX0264.The horizontal coordinates were scaled from a topographic map and have
 LX0264.an estimated accuracy of +/- 6 seconds.
 LX0264
 LX0264.The orthometric height was determined by differential leveling
 LX0264.and adjusted by the National Geodetic Survey in June 1991..
 LX0264
 LX0264.The geoid height was determined by GEOID03.
 LX0264
 LX0264.The dynamic height is computed by dividing the NAVD 88
 LX0264.geopotential number by the normal gravity value computed on the
 LX0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0264.degrees latitude (g = 980.6199 gals.).
 LX0264
 LX0264.The modeled gravity was interpolated from observed gravity values.
 LX0264
 LX0264;                    North         East    Units  Estimated Accuracy
 LX0264;SPC NY L     -   111,830.      448,220.      MT  (+/- 180 meters Scaled)
 LX0264
 LX0264                          SUPERSEDED SURVEY CONTROL
 LX0264
 LX0264  NGVD 29 (??/??/92)    3.914  (m)           12.84   (f) ADJ UNCH    2 0
 LX0264
 LX0264.Superseded values are not recommended for survey control.
 LX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0264.See file dsdata.txt to determine how the superseded data were derived.
 LX0264
 LX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL320602(NAD 83)
 LX0264_MARKER: DB = BENCH MARK DISK
 LX0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0264_SP_SET: IRON MANHOLE CONCRETE BASE
 LX0264_STAMPING: B 107 1958
 LX0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0264
 LX0264  HISTORY     - Date     Condition        Report By
 LX0264  HISTORY     - 1958     MONUMENTED       CGS
 LX0264  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LX0264
 LX0264                          STATION DESCRIPTION
 LX0264
 LX0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LX0264'4.4 MI E FROM ORIENT.
 LX0264'ABOUT 0.2 MILES NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 LX0264'ORIENT, THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 25, THENCE
 LX0264'0.55 MILES EAST ALONG A PRIVATE DIRT ROAD, NEAR A SMALL RED
 LX0264'BRICK ELECTRIC STATION BUILDING, SET IN THE TOP OF THE
 LX0264'CONCRETE BASE SURROUNDING ON IRON MAN HOLE COVER, 1 FOOT
 LX0264'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE,
 LX0264'5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE ELECTRIC
 LX0264'BUILDING, 7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LX0264'BUILDING, 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 LX0264
 LX0264                          STATION RECOVERY (1999)
 LX0264
 LX0264'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1440 ***********************************************************************
 NA1440  DESIGNATION -  B 109
 NA1440  PID         -  NA1440
 NA1440  STATE/COUNTY-  NY/BROOME
 NA1440  USGS QUAD   -  CASTLE CREEK (1976)
 NA1440
 NA1440                         *CURRENT SURVEY CONTROL
 NA1440  ___________________________________________________________________
 NA1440* NAD 83(1986)-  42 08 16.     (N)    075 53 23.     (W)     SCALED    
 NA1440* NAVD 88     -       269.639  (meters)     884.64   (feet)  ADJUSTED  
 NA1440  ___________________________________________________________________
 NA1440  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NA1440  DYNAMIC HT  -         269.537 (meters)     884.31  (feet)  COMP
 NA1440  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 NA1440
 NA1440  VERT ORDER  -  FIRST     CLASS II
 NA1440
 NA1440.The horizontal coordinates were scaled from a topographic map and have
 NA1440.an estimated accuracy of +/- 6 seconds.
 NA1440
 NA1440.The orthometric height was determined by differential leveling
 NA1440.and adjusted by the National Geodetic Survey in June 1991..
 NA1440
 NA1440.The geoid height was determined by GEOID03.
 NA1440
 NA1440.The dynamic height is computed by dividing the NAVD 88
 NA1440.geopotential number by the normal gravity value computed on the
 NA1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1440.degrees latitude (g = 980.6199 gals.).
 NA1440
 NA1440.The modeled gravity was interpolated from observed gravity values.
 NA1440
 NA1440;                    North         East    Units  Estimated Accuracy
 NA1440;SPC NY E     -   367,840.       35,120.      MT  (+/- 180 meters Scaled)
 NA1440
 NA1440                          SUPERSEDED SURVEY CONTROL
 NA1440
 NA1440  NGVD 29 (??/??/92)  269.782  (m)          885.11   (f) ADJ UNCH    1 2
 NA1440
 NA1440.Superseded values are not recommended for survey control.
 NA1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1440.See file dsdata.txt to determine how the superseded data were derived.
 NA1440
 NA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM264654(NAD 83)
 NA1440_MARKER: DB = BENCH MARK DISK
 NA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1440_STAMPING: B 109 1935
 NA1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1440+STABILITY: SURFACE MOTION
 NA1440
 NA1440  HISTORY     - Date     Condition        Report By
 NA1440  HISTORY     - 1935     MONUMENTED       CGS
 NA1440  HISTORY     - 1941     GOOD             NGS
 NA1440
 NA1440                          STATION DESCRIPTION
 NA1440
 NA1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1440'2.6 MI N FROM BINGHAMTON.
 NA1440'2.6 MILES NORTH ALONG THE DELAWARE, LACKAWANNA NAD WESTERN RAILROAD
 NA1440'FROM THE STATION AT BINGHAMTON, BROOME COUNTY, AT PORT DICKINSON, 9
 NA1440'RAILS SOUTHWEST OF PHELPS STREET, 125 FEET NORTHWEST OF A LARGE
 NA1440'2-STORY TAN HOUSE, 38 FEET SOUTHWEST OF A YARD-LIMIT SIGN, 36.8 FEET
 NA1440'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 17.2 FEET NORTHWEST OF THE NORTH
 NA1440'WEST RAIL OF THE NORTHWEST TRACK, AND 1 FOOT SOUTHEAST OF A WHITE
 NA1440'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 109 1935 AND SET IN
 NA1440'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0201 ***********************************************************************
 NB0201  DESIGNATION -  B 110
 NB0201  PID         -  NB0201
 NB0201  STATE/COUNTY-  NY/CORTLAND
 NB0201  USGS QUAD   -  HOMER (1978)
 NB0201
 NB0201                         *CURRENT SURVEY CONTROL
 NB0201  ___________________________________________________________________
 NB0201* NAD 83(1986)-  42 41 41.     (N)    076 09 17.     (W)     SCALED    
 NB0201* NAVD 88     -       354.473  (meters)    1162.97   (feet)  ADJUSTED  
 NB0201  ___________________________________________________________________
 NB0201  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 NB0201  DYNAMIC HT  -         354.359 (meters)    1162.59  (feet)  COMP
 NB0201  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 NB0201
 NB0201  VERT ORDER  -  SECOND    CLASS 0
 NB0201
 NB0201.The horizontal coordinates were scaled from a topographic map and have
 NB0201.an estimated accuracy of +/- 6 seconds.
 NB0201
 NB0201.The orthometric height was determined by differential leveling
 NB0201.and adjusted by the National Geodetic Survey in June 1991..
 NB0201
 NB0201.The geoid height was determined by GEOID03.
 NB0201
 NB0201.The dynamic height is computed by dividing the NAVD 88
 NB0201.geopotential number by the normal gravity value computed on the
 NB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0201.degrees latitude (g = 980.6199 gals.).
 NB0201
 NB0201.The modeled gravity was interpolated from observed gravity values.
 NB0201
 NB0201;                    North         East    Units  Estimated Accuracy
 NB0201;SPC NY C     -   299,350.      285,120.      MT  (+/- 180 meters Scaled)
 NB0201
 NB0201                          SUPERSEDED SURVEY CONTROL
 NB0201
 NB0201  NGVD 29 (??/??/92)  354.611  (m)         1163.42   (f) ADJ UNCH    2 0
 NB0201
 NB0201.Superseded values are not recommended for survey control.
 NB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0201.See file dsdata.txt to determine how the superseded data were derived.
 NB0201
 NB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN054275(NAD 83)
 NB0201_MARKER: DB = BENCH MARK DISK
 NB0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0201_STAMPING: B 110 1935
 NB0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0201+STABILITY: SURFACE MOTION
 NB0201
 NB0201  HISTORY     - Date     Condition        Report By
 NB0201  HISTORY     - 1935     MONUMENTED       CGS
 NB0201  HISTORY     - 1936     GOOD             NGS
 NB0201  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 NB0201
 NB0201                          STATION DESCRIPTION
 NB0201
 NB0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NB0201'AT LITTLE YORK.
 NB0201'AT LITTLE YORK, CORTLAND COUNTY, ON THE ERIE-LACKAWANNA RAILROAD, 120
 NB0201'FEET SOUTH OF THE SOUTH END OF THE STATION, 18 FEET EAST OF THE EAST
 NB0201'RAIL OF THE EAST MAIN TRACK, 6 FEET NORTH OF A POLE, AND 16 FEET
 NB0201'SOUTHEAST OF A STEEL MAILBAG SUPPORT. A STANDARD DISK, STAMPED
 NB0201'B 110 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NB0201'ABOVE GROUND.
 NB0201
 NB0201                          STATION RECOVERY (1991)
 NB0201
 NB0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0277 ***********************************************************************
 OF0277  DESIGNATION -  B 111
 OF0277  PID         -  OF0277
 OF0277  STATE/COUNTY-  NY/ONONDAGA
 OF0277  USGS QUAD   -  BREWERTON (1978)
 OF0277
 OF0277                         *CURRENT SURVEY CONTROL
 OF0277  ___________________________________________________________________
 OF0277* NAD 83(1986)-  43 11 10.     (N)    076 10 22.     (W)     SCALED    
 OF0277* NAVD 88     -       121.040  (meters)     397.11   (feet)  ADJUSTED  
 OF0277  ___________________________________________________________________
 OF0277  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 OF0277  DYNAMIC HT  -         121.012 (meters)     397.02  (feet)  COMP
 OF0277  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 OF0277
 OF0277  VERT ORDER  -  SECOND    CLASS 0
 OF0277
 OF0277.The horizontal coordinates were scaled from a topographic map and have
 OF0277.an estimated accuracy of +/- 6 seconds.
 OF0277
 OF0277.The orthometric height was determined by differential leveling
 OF0277.and adjusted by the National Geodetic Survey in June 1991..
 OF0277
 OF0277.The geoid height was determined by GEOID03.
 OF0277
 OF0277.The dynamic height is computed by dividing the NAVD 88
 OF0277.geopotential number by the normal gravity value computed on the
 OF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0277.degrees latitude (g = 980.6199 gals.).
 OF0277
 OF0277.The modeled gravity was interpolated from observed gravity values.
 OF0277
 OF0277;                    North         East    Units  Estimated Accuracy
 OF0277;SPC NY C     -   353,930.      283,370.      MT  (+/- 180 meters Scaled)
 OF0277
 OF0277                          SUPERSEDED SURVEY CONTROL
 OF0277
 OF0277  NGVD 29 (??/??/92)  121.219  (m)          397.70   (f) ADJ UNCH    2 0
 OF0277
 OF0277.Superseded values are not recommended for survey control.
 OF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0277.See file dsdata.txt to determine how the superseded data were derived.
 OF0277
 OF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN046821(NAD 83)
 OF0277_MARKER: DB = BENCH MARK DISK
 OF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0277_STAMPING: B 111 1935
 OF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0277+STABILITY: SURFACE MOTION
 OF0277
 OF0277  HISTORY     - Date     Condition        Report By
 OF0277  HISTORY     - 1935     MONUMENTED       CGS
 OF0277  HISTORY     - 1942     GOOD             NGS
 OF0277  HISTORY     - 1973     MARK NOT FOUND   KONSKI
 OF0277
 OF0277                          STATION DESCRIPTION
 OF0277
 OF0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0277'AT CLAY.
 OF0277'AT CLAY, ONONDAGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 98 FEET
 OF0277'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT THE CROSSING OF
 OF0277'STATE HIGHWAY 31, 64 FEET NORTHWEST OF THE NORTHWEST RAIL, 40 FEET
 OF0277'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF THE
 OF0277'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 OF0277'A STANDARD DISK, STAMPED B 111 1935 AND SET IN THE TOP OF A CONCRETE
 OF0277'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 OF0277
 OF0277                          STATION RECOVERY (1973)
 OF0277
 OF0277'RECOVERY NOTE BY KONSKI ENGINEERS 1973
 OF0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1496 ***********************************************************************
 NA1496  DESIGNATION -  B 112
 NA1496  PID         -  NA1496
 NA1496  STATE/COUNTY-  NY/CHENANGO
 NA1496  USGS QUAD   -  TYNER (1976)
 NA1496
 NA1496                         *CURRENT SURVEY CONTROL
 NA1496  ___________________________________________________________________
 NA1496* NAD 83(1986)-  42 24 03.     (N)    075 37 47.     (W)     SCALED    
 NA1496* NAVD 88     -       293.510  (meters)     962.96   (feet)  ADJUSTED  
 NA1496  ___________________________________________________________________
 NA1496  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NA1496  DYNAMIC HT  -         293.410 (meters)     962.63  (feet)  COMP
 NA1496  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 NA1496
 NA1496  VERT ORDER  -  SECOND    CLASS 0
 NA1496
 NA1496.The horizontal coordinates were scaled from a topographic map and have
 NA1496.an estimated accuracy of +/- 6 seconds.
 NA1496
 NA1496.The orthometric height was determined by differential leveling
 NA1496.and adjusted by the National Geodetic Survey in June 1991..
 NA1496
 NA1496.The geoid height was determined by GEOID03.
 NA1496
 NA1496.The dynamic height is computed by dividing the NAVD 88
 NA1496.geopotential number by the normal gravity value computed on the
 NA1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1496.degrees latitude (g = 980.6199 gals.).
 NA1496
 NA1496.The modeled gravity was interpolated from observed gravity values.
 NA1496
 NA1496;                    North         East    Units  Estimated Accuracy
 NA1496;SPC NY C     -   267,060.      328,510.      MT  (+/- 180 meters Scaled)
 NA1496
 NA1496                          SUPERSEDED SURVEY CONTROL
 NA1496
 NA1496  NGVD 29 (??/??/92)  293.64   (m)          963.4    (f) COMPUTED    2 0
 NA1496
 NA1496.Superseded values are not recommended for survey control.
 NA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1496.See file dsdata.txt to determine how the superseded data were derived.
 NA1496
 NA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM481944(NAD 83)
 NA1496_MARKER: DB = BENCH MARK DISK
 NA1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1496_STAMPING: B-112--1935
 NA1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1496+STABILITY: SURFACE MOTION
 NA1496
 NA1496  HISTORY     - Date     Condition        Report By
 NA1496  HISTORY     - 1935     MONUMENTED       CGS
 NA1496  HISTORY     - 1976     GOOD             NGS
 NA1496
 NA1496                          STATION DESCRIPTION
 NA1496
 NA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1496'1.0 MI NE FROM COVENTRY.
 NA1496'IS LOCATED 1 MILE NORTHEAST OF THE STATION AT COVENTRY.  221 FT. NORTH
 NA1496'OF MILE POST 221.  53 FT. SOUTH OF CENTERLINE OF A COUNTY ROAD THAT
 NA1496'CROSSES TRACK.  15 FT. EAST OF EAST RAIL.  TABLET SET IN TOP OF
 NA1496'CONCRETE POST 6 IN. HIGH.
 NA1496
 NA1496                          STATION RECOVERY (1976)
 NA1496
 NA1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1030 ***********************************************************************
 NA1030  DESIGNATION -  B 113
 NA1030  PID         -  NA1030
 NA1030  STATE/COUNTY-  NY/MADISON
 NA1030  USGS QUAD   -  HUBBARDSVILLE (1943)
 NA1030
 NA1030                         *CURRENT SURVEY CONTROL
 NA1030  ___________________________________________________________________
 NA1030* NAD 83(1986)-  42 51 11.     (N)    075 24 31.     (W)     SCALED    
 NA1030* NAVD 88     -       365.452  (meters)    1198.99   (feet)  ADJUSTED  
 NA1030  ___________________________________________________________________
 NA1030  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 NA1030  DYNAMIC HT  -         365.340 (meters)    1198.62  (feet)  COMP
 NA1030  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NA1030
 NA1030  VERT ORDER  -  SECOND    CLASS 0
 NA1030
 NA1030.The horizontal coordinates were scaled from a topographic map and have
 NA1030.an estimated accuracy of +/- 6 seconds.
 NA1030
 NA1030.The orthometric height was determined by differential leveling
 NA1030.and adjusted by the National Geodetic Survey in June 1991..
 NA1030
 NA1030.The geoid height was determined by GEOID03.
 NA1030
 NA1030.The dynamic height is computed by dividing the NAVD 88
 NA1030.geopotential number by the normal gravity value computed on the
 NA1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1030.degrees latitude (g = 980.6199 gals.).
 NA1030
 NA1030.The modeled gravity was interpolated from observed gravity values.
 NA1030
 NA1030;                    North         East    Units  Estimated Accuracy
 NA1030;SPC NY C     -   317,520.      346,010.      MT  (+/- 180 meters Scaled)
 NA1030
 NA1030                          SUPERSEDED SURVEY CONTROL
 NA1030
 NA1030  NGVD 29 (??/??/92)  365.57   (m)         1199.4    (f) COMPUTED    2 0
 NA1030
 NA1030.Superseded values are not recommended for survey control.
 NA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1030.See file dsdata.txt to determine how the superseded data were derived.
 NA1030
 NA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN666445(NAD 83)
 NA1030_MARKER: DB = BENCH MARK DISK
 NA1030_SETTING: 0 = UNSPECIFIED SETTING
 NA1030_STAMPING: B-113 1935
 NA1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1030
 NA1030  HISTORY     - Date     Condition        Report By
 NA1030  HISTORY     - 1935     MONUMENTED       CGS
 NA1030  HISTORY     - 1942     GOOD             NGS
 NA1030  HISTORY     - 19900503 MARK NOT FOUND   USGS
 NA1030
 NA1030                          STATION DESCRIPTION
 NA1030
 NA1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1030'AT NORTH BROOKFIELD.
 NA1030'AT NORTH BROOKFIELD.  SET IN EAST QUARTER OF ROAD CROSSING.  37 FEET
 NA1030'NORTHEAST OF CENTER-LINE OF ROAD, 32.1 FEET SOUTH OF WEST CORNER OF
 NA1030'STATION, 35 FEET WEST OF SOUTH CORNER OF STATION, 20 FEET SOUTHEAST
 NA1030'OF SOUTHEAST RAIL OF TRACK, 1 FOOT NORTHWEST OF REFERENCE POST, FLUSH
 NA1030'WITH GROUND.
 NA1030
 NA1030                          STATION RECOVERY (1990)
 NA1030
 NA1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (MC)
 NA1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0424 ***********************************************************************
 PH0424  DESIGNATION -  B 11=360
 PH0424  PID         -  PH0424
 PH0424  STATE/COUNTY-  NY/ST LAWRENCE
 PH0424  USGS QUAD   -  NORFOLK (1964)
 PH0424
 PH0424                         *CURRENT SURVEY CONTROL
 PH0424  ___________________________________________________________________
 PH0424* NAD 83(1986)-  44 46 01.     (N)    074 56 08.     (W)     SCALED    
 PH0424* NAVD 88     -       109.756  (meters)     360.09   (feet)  ADJUSTED  
 PH0424  ___________________________________________________________________
 PH0424  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 PH0424  DYNAMIC HT  -         109.750 (meters)     360.07  (feet)  COMP
 PH0424  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 PH0424
 PH0424  VERT ORDER  -  FIRST     CLASS II
 PH0424
 PH0424.The horizontal coordinates were scaled from a topographic map and have
 PH0424.an estimated accuracy of +/- 6 seconds.
 PH0424
 PH0424.The orthometric height was determined by differential leveling
 PH0424.and adjusted by the National Geodetic Survey in June 1991..
 PH0424
 PH0424.The geoid height was determined by GEOID03.
 PH0424
 PH0424.The dynamic height is computed by dividing the NAVD 88
 PH0424.geopotential number by the normal gravity value computed on the
 PH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0424.degrees latitude (g = 980.6199 gals.).
 PH0424
 PH0424.The modeled gravity was interpolated from observed gravity values.
 PH0424
 PH0424;                    North         East    Units  Estimated Accuracy
 PH0424;SPC NY E     -   659,070.      115,520.      MT  (+/- 180 meters Scaled)
 PH0424
 PH0424                          SUPERSEDED SURVEY CONTROL
 PH0424
 PH0424  NGVD 29 (??/??/92)  109.883  (m)          360.51   (f) ADJ UNCH    1 2
 PH0424
 PH0424.Superseded values are not recommended for survey control.
 PH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0424.See file dsdata.txt to determine how the superseded data were derived.
 PH0424
 PH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ051570(NAD 83)
 PH0424_MARKER: DD = SURVEY DISK
 PH0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0424_SP_SET: WALL
 PH0424_STAMPING: 360 ALBANY 1904
 PH0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0424
 PH0424  HISTORY     - Date     Condition        Report By
 PH0424  HISTORY     - 1904     MONUMENTED       USGS
 PH0424  HISTORY     - 1919     GOOD             NGS
 PH0424  HISTORY     - 1935     GOOD             NGS
 PH0424
 PH0424                          STATION DESCRIPTION
 PH0424
 PH0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH0424'IN KNAPPS.
 PH0424'AT KNAPPS, ST. LAWRENCE COUNTY, ON THE RUTLAND RAILROAD, 125 FEET
 PH0424'NORTHEAST OF THE STATION, 100 FEET NORTH OF THE TRACK, IN THE SOUTH
 PH0424'FOUNDATION WALL OF THE C.S. KNAPPS RESIDENCE, 3 FEET FROM THE
 PH0424'SOUTHWEST CORNER, AND ABOUT 1 FOOT ABOVE THE GROUND.  A UNITED STATES
 PH0424'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 360 ALBANY 1904 AND SET
 PH0424'VERTICALLY.
 PH0424
 PH0424                          STATION RECOVERY (1935)
 PH0424
 PH0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PH0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0424 ***********************************************************************
 OE0424  DESIGNATION -  B 114
 OE0424  PID         -  OE0424
 OE0424  STATE/COUNTY-  NY/HERKIMER
 OE0424  USGS QUAD   -  HERKIMER (1943)
 OE0424
 OE0424                         *CURRENT SURVEY CONTROL
 OE0424  ___________________________________________________________________
 OE0424* NAD 83(1986)-  43 20 17.     (N)    074 58 40.     (W)     SCALED    
 OE0424* NAVD 88     -       425.077  (meters)    1394.61   (feet)  ADJUSTED  
 OE0424  ___________________________________________________________________
 OE0424  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 OE0424  DYNAMIC HT  -         424.963 (meters)    1394.23  (feet)  COMP
 OE0424  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 OE0424
 OE0424  VERT ORDER  -  SECOND    CLASS 0
 OE0424
 OE0424.The horizontal coordinates were scaled from a topographic map and have
 OE0424.an estimated accuracy of +/- 6 seconds.
 OE0424
 OE0424.The orthometric height was determined by differential leveling
 OE0424.and adjusted by the National Geodetic Survey in June 1991..
 OE0424
 OE0424.The geoid height was determined by GEOID03.
 OE0424
 OE0424.The dynamic height is computed by dividing the NAVD 88
 OE0424.geopotential number by the normal gravity value computed on the
 OE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0424.degrees latitude (g = 980.6199 gals.).
 OE0424
 OE0424.The modeled gravity was interpolated from observed gravity values.
 OE0424
 OE0424;                    North         East    Units  Estimated Accuracy
 OE0424;SPC NY E     -   500,340.      111,260.      MT  (+/- 180 meters Scaled)
 OE0424
 OE0424                          SUPERSEDED SURVEY CONTROL
 OE0424
 OE0424  NGVD 29 (??/??/92)  425.199  (m)         1395.01   (f) ADJ UNCH    2 0
 OE0424
 OE0424.Superseded values are not recommended for survey control.
 OE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0424.See file dsdata.txt to determine how the superseded data were derived.
 OE0424
 OE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN018983(NAD 83)
 OE0424_MARKER: DB = BENCH MARK DISK
 OE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0424_STAMPING: B-114 1935
 OE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0424+STABILITY: SURFACE MOTION
 OE0424
 OE0424  HISTORY     - Date     Condition        Report By
 OE0424  HISTORY     - 1935     MONUMENTED       CGS
 OE0424  HISTORY     - 1954     MARK NOT FOUND   USGS
 OE0424  HISTORY     - 1976     GOOD             NGS
 OE0424
 OE0424                          STATION DESCRIPTION
 OE0424
 OE0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0424'1.0 MI N FROM OHIO.
 OE0424'IS LOCATED 1.0 MILE NORTH OF POST OFFICE AT OHIO, ON FIRST CURVE OF
 OE0424'HIGHWAY NO. 8.  51 FT. EAST OF CENTERLINE OF HIGHWAY.  21 FT. N.E. OF
 OE0424'COUNTY ROAD CROSSING HIGHWAY.  STANDARD TABLET SET IN CONCRETE POST 3
 OE0424'IN. HIGH.
 OE0424
 OE0424                          STATION RECOVERY (1954)
 OE0424
 OE0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OE0424'MARK NOT FOUND.
 OE0424
 OE0424                          STATION RECOVERY (1976)
 OE0424
 OE0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0968 ***********************************************************************
 PG0968  DESIGNATION -  B 116
 PG0968  PID         -  PG0968
 PG0968  STATE/COUNTY-  NY/ESSEX
 PG0968  USGS QUAD   -  
 PG0968
 PG0968                         *CURRENT SURVEY CONTROL
 PG0968  ___________________________________________________________________
 PG0968* NAD 83(1986)-  44 12 34.     (N)    073 30 59.     (W)     SCALED    
 PG0968* NAVD 88     -       159.963  (meters)     524.81   (feet)  ADJUSTED  
 PG0968  ___________________________________________________________________
 PG0968  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PG0968  DYNAMIC HT  -         159.938 (meters)     524.73  (feet)  COMP
 PG0968  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 PG0968
 PG0968  VERT ORDER  -  SECOND    CLASS 0
 PG0968
 PG0968.The horizontal coordinates were scaled from a topographic map and have
 PG0968.an estimated accuracy of +/- 6 seconds.
 PG0968
 PG0968.The orthometric height was determined by differential leveling
 PG0968.and adjusted by the National Geodetic Survey in June 1991..
 PG0968
 PG0968.The geoid height was determined by GEOID03.
 PG0968
 PG0968.The dynamic height is computed by dividing the NAVD 88
 PG0968.geopotential number by the normal gravity value computed on the
 PG0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0968.degrees latitude (g = 980.6199 gals.).
 PG0968
 PG0968.The modeled gravity was interpolated from observed gravity values.
 PG0968
 PG0968;                    North         East    Units  Estimated Accuracy
 PG0968;SPC NY E     -   597,500.      228,610.      MT  (+/- 180 meters Scaled)
 PG0968
 PG0968                          SUPERSEDED SURVEY CONTROL
 PG0968
 PG0968  NGVD 29 (??/??/??)  160.108  (m)          525.29   (f) ADJUSTED    2 0
 PG0968
 PG0968.Superseded values are not recommended for survey control.
 PG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0968.See file dsdata.txt to determine how the superseded data were derived.
 PG0968
 PG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP185962(NAD 83)
 PG0968_MARKER: DB = BENCH MARK DISK
 PG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0968_STAMPING: B-116--1935
 PG0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0968+STABILITY: SURFACE MOTION
 PG0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0968+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0968
 PG0968  HISTORY     - Date     Condition        Report By
 PG0968  HISTORY     - 1935     MONUMENTED       CGS
 PG0968  HISTORY     - 1976     MARK NOT FOUND   USGS
 PG0968  HISTORY     - 20051007 GOOD             NYDT
 PG0968
 PG0968                          STATION DESCRIPTION
 PG0968
 PG0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG0968'3.9 MI W FROM WESTPORT.
 PG0968'IS LOCATED 3.9 MILES WEST OF DELAWARE AND HUDSON R.R. STATION AT
 PG0968'WESTPORT.  0.3 OF MILE EAST OF CEMETERY.  69 FEET WEST OF CENTERLINE
 PG0968'OF 2 X 2 FT. CONCRETE CULVERT. 31 FEET SOUTH OF CENTERLINE OF STATE
 PG0968'ROAD.  13.4 FEET SOUTHEAST OF TELEPHONE POLE NO. 192.  STANDARD TABLET
 PG0968'SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 PG0968
 PG0968                          STATION RECOVERY (1976)
 PG0968
 PG0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PG0968'MARK NOT FOUND.
 PG0968
 PG0968                          STATION RECOVERY (2005)
 PG0968
 PG0968'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0968'NEW HANDHELD GPS COORDINATES 44,12,35 N 073,31,00 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0473 ***********************************************************************
 NC0473  DESIGNATION -  B 11.85 L
 NC0473  PID         -  NC0473
 NC0473  STATE/COUNTY-  NY/ERIE
 NC0473  USGS QUAD   -  COLDEN (1979)
 NC0473
 NC0473                         *CURRENT SURVEY CONTROL
 NC0473  ___________________________________________________________________
 NC0473* NAD 83(1986)-  42 44 10.     (N)    078 41 59.     (W)     SCALED    
 NC0473* NAVD 88     -       310.255  (meters)    1017.89   (feet)  ADJUSTED  
 NC0473  ___________________________________________________________________
 NC0473  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NC0473  DYNAMIC HT  -         310.155 (meters)    1017.57  (feet)  COMP
 NC0473  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NC0473
 NC0473  VERT ORDER  -  FIRST     CLASS I
 NC0473
 NC0473.The horizontal coordinates were scaled from a topographic map and have
 NC0473.an estimated accuracy of +/- 6 seconds.
 NC0473
 NC0473.The orthometric height was determined by differential leveling
 NC0473.and adjusted by the National Geodetic Survey in June 1991..
 NC0473
 NC0473.The geoid height was determined by GEOID03.
 NC0473
 NC0473.The dynamic height is computed by dividing the NAVD 88
 NC0473.geopotential number by the normal gravity value computed on the
 NC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0473.degrees latitude (g = 980.6199 gals.).
 NC0473
 NC0473.The modeled gravity was interpolated from observed gravity values.
 NC0473
 NC0473;                    North         East    Units  Estimated Accuracy
 NC0473;SPC NY W     -   303,860.      340,470.      MT  (+/- 180 meters Scaled)
 NC0473
 NC0473                          SUPERSEDED SURVEY CONTROL
 NC0473
 NC0473  NGVD 29 (??/??/92)  310.410  (m)         1018.40   (f) ADJ UNCH    1 1
 NC0473
 NC0473.Superseded values are not recommended for survey control.
 NC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0473.See file dsdata.txt to determine how the superseded data were derived.
 NC0473
 NC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH882340(NAD 83)
 NC0473_MARKER: DD = SURVEY DISK
 NC0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0473_SP_SET: CULVERT
 NC0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0473
 NC0473  HISTORY     - Date     Condition        Report By
 NC0473  HISTORY     - UNK      MONUMENTED       BORR
 NC0473  HISTORY     - 1967     GOOD             NGS
 NC0473
 NC0473                          STATION DESCRIPTION
 NC0473
 NC0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0473'2.95 MI SE FROM ORCHARD PARK.
 NC0473'ABOUT 2.95 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0473'THE STATION AT ORCHARD PARK, 0.15 MILE NORTHWEST OF MILEPOST 12, SET
 NC0473'ON THE TOP AND ABOUT IN THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL
 NC0473'FOR A 3-FOOT CAST IRON PIPE CULVERT UNDER THE TRACK, 10.0 FEET
 NC0473'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 2 FEET BELOW THE LEVEL OF
 NC0473'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0825 ***********************************************************************
 NB0825  DESIGNATION -  B 12
 NB0825  PID         -  NB0825
 NB0825  STATE/COUNTY-  NY/YATES
 NB0825  USGS QUAD   -  STANLEY (1952)
 NB0825
 NB0825                         *CURRENT SURVEY CONTROL
 NB0825  ___________________________________________________________________
 NB0825* NAD 83(1986)-  42 45 49.     (N)    077 04 04.     (W)     SCALED    
 NB0825* NAVD 88     -       283.074  (meters)     928.72   (feet)  ADJUSTED  
 NB0825  ___________________________________________________________________
 NB0825  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NB0825  DYNAMIC HT  -         282.986 (meters)     928.43  (feet)  COMP
 NB0825  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 NB0825
 NB0825  VERT ORDER  -  SECOND    CLASS 0
 NB0825
 NB0825.The horizontal coordinates were scaled from a topographic map and have
 NB0825.an estimated accuracy of +/- 6 seconds.
 NB0825
 NB0825.The orthometric height was determined by differential leveling
 NB0825.and adjusted by the National Geodetic Survey in June 1991..
 NB0825
 NB0825.The geoid height was determined by GEOID03.
 NB0825
 NB0825.The dynamic height is computed by dividing the NAVD 88
 NB0825.geopotential number by the normal gravity value computed on the
 NB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0825.degrees latitude (g = 980.6199 gals.).
 NB0825
 NB0825.The modeled gravity was interpolated from observed gravity values.
 NB0825
 NB0825;                    North         East    Units  Estimated Accuracy
 NB0825;SPC NY C     -   307,030.      210,350.      MT  (+/- 180 meters Scaled)
 NB0825
 NB0825                          SUPERSEDED SURVEY CONTROL
 NB0825
 NB0825  NGVD 29 (??/??/92)  283.211  (m)          929.17   (f) ADJ UNCH    2 0
 NB0825
 NB0825.Superseded values are not recommended for survey control.
 NB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0825.See file dsdata.txt to determine how the superseded data were derived.
 NB0825
 NB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN308366(NAD 83)
 NB0825_MARKER: DB = BENCH MARK DISK
 NB0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0825+STABILITY: SURFACE MOTION
 NB0825
 NB0825  HISTORY     - Date     Condition        Report By
 NB0825  HISTORY     - UNK      MONUMENTED       CGS
 NB0825  HISTORY     - 1935     GOOD             NGS
 NB0825  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0825
 NB0825                          STATION DESCRIPTION
 NB0825
 NB0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0825'3 MI N FROM HALL.
 NB0825'IS LOCATED 3 MILES NORTH ALONG STATE HY. NO. 14 A. AT THE YATES-
 NB0825'ONTARIO COUNTY LINE. 27 FT. WEST OF CENTERLINE OF HIGHWAY. 4.3 FT.
 NB0825'WEST OF CORNER FENCE POST IN NORTHEAST CORNER OF FIELD. 1.2 FT.
 NB0825'NORTH OF FENCE. BRONZE TABLET SET IN TOP OF CONCRETE POST 1 IN. HIGH.
 NB0825
 NB0825                          STATION RECOVERY (1985)
 NB0825
 NB0825'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0675 ***********************************************************************
 KU0675  DESIGNATION -  B 12 BWS
 KU0675  PID         -  KU0675
 KU0675  STATE/COUNTY-  NY/SUFFOLK
 KU0675  USGS QUAD   -  BAY SHORE EAST (1979)
 KU0675
 KU0675                         *CURRENT SURVEY CONTROL
 KU0675  ___________________________________________________________________
 KU0675* NAD 83(1986)-  40 44 21.     (N)    073 10 37.     (W)     SCALED    
 KU0675* NAVD 88     -         7.663  (meters)      25.14   (feet)  ADJUSTED  
 KU0675  ___________________________________________________________________
 KU0675  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU0675  DYNAMIC HT  -           7.660 (meters)      25.13  (feet)  COMP
 KU0675  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 KU0675
 KU0675  VERT ORDER  -  SECOND    CLASS 0
 KU0675
 KU0675.The horizontal coordinates were scaled from a topographic map and have
 KU0675.an estimated accuracy of +/- 6 seconds.
 KU0675
 KU0675.The orthometric height was determined by differential leveling
 KU0675.and adjusted by the National Geodetic Survey in June 1991..
 KU0675
 KU0675.The geoid height was determined by GEOID03.
 KU0675
 KU0675.The dynamic height is computed by dividing the NAVD 88
 KU0675.geopotential number by the normal gravity value computed on the
 KU0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0675.degrees latitude (g = 980.6199 gals.).
 KU0675
 KU0675.The modeled gravity was interpolated from observed gravity values.
 KU0675
 KU0675;                    North         East    Units  Estimated Accuracy
 KU0675;SPC NY L     -    63,900.      369,520.      MT  (+/- 180 meters Scaled)
 KU0675
 KU0675                          SUPERSEDED SURVEY CONTROL
 KU0675
 KU0675  NGVD 29 (??/??/92)    8.019  (m)           26.31   (f) ADJ UNCH    2 0
 KU0675
 KU0675.Superseded values are not recommended for survey control.
 KU0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0675.See file dsdata.txt to determine how the superseded data were derived.
 KU0675
 KU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL539114(NAD 83)
 KU0675_MARKER: Q = CHISELED SQUARE
 KU0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0675_SP_SET: FOUNDATION SIGNAL POST
 KU0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0675
 KU0675  HISTORY     - Date     Condition        Report By
 KU0675  HISTORY     - UNK      MONUMENTED       NY4170
 KU0675  HISTORY     - 1949     GOOD             NGS
 KU0675  HISTORY     - 1985     POOR             USPSQD
 KU0675  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU0675  HISTORY     - 20060628 MARK NOT FOUND   NYDT
 KU0675
 KU0675                          STATION DESCRIPTION
 KU0675
 KU0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KU0675'0.8 MI E FROM EAST ISLIP.
 KU0675'ABOUT 0.8 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0675'OVERHEAD BRIDGE OVER STATE HIGHWAY 111 AT EAST ISLIP, ABOUT
 KU0675'0.45 MILE WEST OF THE STATION AT GREAT RIVER, ABOUT 6 1/2 POLES
 KU0675'EAST OF MILE POST 44, SET IN THE TOP OF THE NORTHWEST CORNER OF
 KU0675'THE FOUNDATION OF AN ABANDONED SIGNAL POST, 6.9 FEET SOUTH OF THE
 KU0675'SOUTH RAIL OF THE SOUTH TRACK AND ABOUT 1 FOOT ABOVE THE LEVEL
 KU0675'OF THE TRACK.  NOTE-- THERE WAS NO APPARENT REASON WHY A CHECK
 KU0675'WAS NOT OBTAINED ON THIS MARK.
 KU0675
 KU0675                          STATION RECOVERY (1985)
 KU0675
 KU0675'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0675'MARK RECOVERED IN POOR CONDITION.
 KU0675
 KU0675                          STATION RECOVERY (1989)
 KU0675
 KU0675'RECOVERY NOTE BY US POWER SQUADRON 1989 (PJK)
 KU0675'MARK NOT FOUND.
 KU0675
 KU0675                          STATION RECOVERY (2006)
 KU0675
 KU0675'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0185 ***********************************************************************
 NC0185  DESIGNATION -  B 120
 NC0185  PID         -  NC0185
 NC0185  STATE/COUNTY-  NY/CATTARAUGUS
 NC0185  USGS QUAD   -  SALAMANCA (1961)
 NC0185
 NC0185                         *CURRENT SURVEY CONTROL
 NC0185  ___________________________________________________________________
 NC0185* NAD 83(1986)-  42 09 35.     (N)    078 42 57.     (W)     SCALED    
 NC0185* NAVD 88     -       424.214  (meters)    1391.78   (feet)  ADJUSTED  
 NC0185  ___________________________________________________________________
 NC0185  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NC0185  DYNAMIC HT  -         424.051 (meters)    1391.24  (feet)  COMP
 NC0185  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 NC0185
 NC0185  VERT ORDER  -  FIRST     CLASS II
 NC0185
 NC0185.The horizontal coordinates were scaled from a topographic map and have
 NC0185.an estimated accuracy of +/- 6 seconds.
 NC0185
 NC0185.The orthometric height was determined by differential leveling
 NC0185.and adjusted by the National Geodetic Survey in June 1991..
 NC0185.WARNING-Repeat measurements at this control monument indicate possible
 NC0185.vertical movement.
 NC0185
 NC0185.The geoid height was determined by GEOID03.
 NC0185
 NC0185.The dynamic height is computed by dividing the NAVD 88
 NC0185.geopotential number by the normal gravity value computed on the
 NC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0185.degrees latitude (g = 980.6199 gals.).
 NC0185
 NC0185.The modeled gravity was interpolated from observed gravity values.
 NC0185
 NC0185;                    North         East    Units  Estimated Accuracy
 NC0185;SPC NY W     -   239,840.      339,050.      MT  (+/- 180 meters Scaled)
 NC0185
 NC0185                          SUPERSEDED SURVEY CONTROL
 NC0185
 NC0185  NGVD 29 (??/??/92)  424.382  (m)         1392.33   (f) ADJ UNCH    1 2
 NC0185
 NC0185.Superseded values are not recommended for survey control.
 NC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0185.See file dsdata.txt to determine how the superseded data were derived.
 NC0185
 NC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG887700(NAD 83)
 NC0185_MARKER: DB = BENCH MARK DISK
 NC0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0185_SP_SET: WALL
 NC0185_STAMPING: B 120 1936
 NC0185_MARK LOGO: CGS   
 NC0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0185
 NC0185  HISTORY     - Date     Condition        Report By
 NC0185  HISTORY     - 1936     MONUMENTED       CGS
 NC0185  HISTORY     - 1966     GOOD             LDA
 NC0185  HISTORY     - 1983     GOOD             NGS
 NC0185  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 NC0185
 NC0185                          STATION DESCRIPTION
 NC0185
 NC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NC0185'IN SALAMANCA.
 NC0185'AT SALAMANCA, CATTARAUGUS COUNTY, ON THE ERIE RAILROAD, IN THE NORTH
 NC0185'WALL OF THE PASSENGER STATION, 44.8 FEET WEST OF THE NORTHEAST CORNER,
 NC0185'1.4 FEET WEST OF THE WEST SIDE OF THE ENTRANCE TO THE RAILWAY EXPRESS
 NC0185'DELIVERY ROOM, 5.5 FEET EAST OF THE EAST SIDE OF THE ENTRANCE TO THE
 NC0185'SUPERINTENDENTS OFFICE, AND IN THE FIFTH COURSE OF BRICK ABOVE THE
 NC0185'GROUND.  A STANDARD DISK, STAMPED B 120 1936, AND SET VERTICALLY.
 NC0185
 NC0185                          STATION RECOVERY (1966)
 NC0185
 NC0185'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 NC0185'RECOVERED IN GOOD CONDITION.
 NC0185
 NC0185                          STATION RECOVERY (1983)
 NC0185
 NC0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0185'RECOVERED IN GOOD CONDITION, THE RAILROAD STATION IS NOW ABANDONED.
 NC0185
 NC0185                          STATION RECOVERY (2002)
 NC0185
 NC0185'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0185'RR STATION ABANDONED, MARK APPEARS REMOVED FROM SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0316 ***********************************************************************
 OF0316  DESIGNATION -  B 121
 OF0316  PID         -  OF0316
 OF0316  STATE/COUNTY-  NY/OSWEGO
 OF0316  USGS QUAD   -  OSWEGO EAST (1978)
 OF0316
 OF0316                         *CURRENT SURVEY CONTROL
 OF0316  ___________________________________________________________________
 OF0316* NAD 83(1986)-  43 23 20.     (N)    076 27 31.     (W)     SCALED    
 OF0316* NAVD 88     -        98.303  (meters)     322.52   (feet)  ADJUSTED  
 OF0316  ___________________________________________________________________
 OF0316  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OF0316  DYNAMIC HT  -          98.282 (meters)     322.45  (feet)  COMP
 OF0316  MODELED GRAV-     980,404.2   (mgal)                       NAVD 88
 OF0316
 OF0316  VERT ORDER  -  FIRST     CLASS II
 OF0316
 OF0316.The horizontal coordinates were scaled from a topographic map and have
 OF0316.an estimated accuracy of +/- 6 seconds.
 OF0316
 OF0316.The orthometric height was determined by differential leveling
 OF0316.and adjusted by the National Geodetic Survey in June 1991..
 OF0316
 OF0316.The geoid height was determined by GEOID03.
 OF0316
 OF0316.The dynamic height is computed by dividing the NAVD 88
 OF0316.geopotential number by the normal gravity value computed on the
 OF0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0316.degrees latitude (g = 980.6199 gals.).
 OF0316
 OF0316.The modeled gravity was interpolated from observed gravity values.
 OF0316
 OF0316;                    North         East    Units  Estimated Accuracy
 OF0316;SPC NY C     -   376,380.      260,110.      MT  (+/- 180 meters Scaled)
 OF0316
 OF0316                          SUPERSEDED SURVEY CONTROL
 OF0316
 OF0316  NGVD 29 (??/??/92)   98.504  (m)          323.18   (f) ADJ UNCH    1 2
 OF0316
 OF0316.Superseded values are not recommended for survey control.
 OF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0316.See file dsdata.txt to determine how the superseded data were derived.
 OF0316
 OF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP818050(NAD 83)
 OF0316_MARKER: DB = BENCH MARK DISK
 OF0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0316_STAMPING: B 121 1941
 OF0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0316+STABILITY: SURFACE MOTION
 OF0316
 OF0316  HISTORY     - Date     Condition        Report By
 OF0316  HISTORY     - 1941     MONUMENTED       CGS
 OF0316  HISTORY     - 1975     MARK NOT FOUND   NGS
 OF0316
 OF0316                          STATION DESCRIPTION
 OF0316
 OF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF0316'5.6 MI S FROM OSWEGO.
 OF0316'5.6 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE NEW YORK, ONTARIO
 OF0316'AND WESTERN RAILROAD STATION, NOW ABANDONED, AT OSWEGO, OSWEGO
 OF0316'COUNTY, 20.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 OF0316'SOUTH OF A ROAD LEADING TO A CABIN ON THE CANAL, AND 9.9 FEET
 OF0316'SOUTHWEST OF THE W. AMOUS MURPHY MAIL BOX. A STANDARD DISK, STAMPED
 OF0316'B 121 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OF0316'NOTE--AREA HAS BEEN REGRADED
 OF0316
 OF0316                          STATION RECOVERY (1975)
 OF0316
 OF0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OF0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0347 ***********************************************************************
 OF0347  DESIGNATION -  B 122
 OF0347  PID         -  OF0347
 OF0347  STATE/COUNTY-  NY/OSWEGO
 OF0347  USGS QUAD   -  MALLORY (1978)
 OF0347
 OF0347                         *CURRENT SURVEY CONTROL
 OF0347  ___________________________________________________________________
 OF0347* NAD 83(1986)-  43 15 37.     (N)    076 01 44.     (W)     SCALED    
 OF0347* NAVD 88     -       125.443  (meters)     411.56   (feet)  ADJUSTED  
 OF0347  ___________________________________________________________________
 OF0347  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OF0347  DYNAMIC HT  -         125.414 (meters)     411.46  (feet)  COMP
 OF0347  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 OF0347
 OF0347  VERT ORDER  -  FIRST     CLASS II
 OF0347
 OF0347.The horizontal coordinates were scaled from a topographic map and have
 OF0347.an estimated accuracy of +/- 6 seconds.
 OF0347
 OF0347.The orthometric height was determined by differential leveling
 OF0347.and adjusted by the National Geodetic Survey in June 1991..
 OF0347
 OF0347.The geoid height was determined by GEOID03.
 OF0347
 OF0347.The dynamic height is computed by dividing the NAVD 88
 OF0347.geopotential number by the normal gravity value computed on the
 OF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0347.degrees latitude (g = 980.6199 gals.).
 OF0347
 OF0347.The modeled gravity was interpolated from observed gravity values.
 OF0347
 OF0347;                    North         East    Units  Estimated Accuracy
 OF0347;SPC NY C     -   362,230.      295,020.      MT  (+/- 180 meters Scaled)
 OF0347
 OF0347                          SUPERSEDED SURVEY CONTROL
 OF0347
 OF0347  NGVD 29 (??/??/92)  125.634  (m)          412.18   (f) ADJ UNCH    1 2
 OF0347
 OF0347.Superseded values are not recommended for survey control.
 OF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0347.See file dsdata.txt to determine how the superseded data were derived.
 OF0347
 OF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN164902(NAD 83)
 OF0347_MARKER: DB = BENCH MARK DISK
 OF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0347_STAMPING: B 122 1941
 OF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0347+STABILITY: SURFACE MOTION
 OF0347
 OF0347  HISTORY     - Date     Condition        Report By
 OF0347  HISTORY     - 1941     MONUMENTED       CGS
 OF0347  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0347
 OF0347                          STATION DESCRIPTION
 OF0347
 OF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF0347'1.5 MI W FROM CONSTANTIA.
 OF0347'1.5 MILES WEST ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD
 OF0347'FROM THE STATION, NOW ABANDONED, AT CONSTANTIA, OSWEGO COUNTY, 38
 OF0347'FEET NORTHEAST OF A FARM ROAD-CROSSING, 35 FEET NORTH OF THE NORTH
 OF0347'RAIL, AND 4.5 FEET SOUTHWEST OF A FENCE GATEPOST. A STANDARD DISK,
 OF0347'STAMPED B 122 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OF0347
 OF0347                          STATION RECOVERY (1982)
 OF0347
 OF0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0347'NOT SEARCHED FOR, MARK LOCATION IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0951 ***********************************************************************
 OE0951  DESIGNATION -  B 123 RESET 1960
 OE0951  PID         -  OE0951
 OE0951  STATE/COUNTY-  NY/ONEIDA
 OE0951  USGS QUAD   -  VERONA (1955)
 OE0951
 OE0951                         *CURRENT SURVEY CONTROL
 OE0951  ___________________________________________________________________
 OE0951* NAD 83(1986)-  43 12 08.     (N)    075 36 35.     (W)     SCALED    
 OE0951* NAVD 88     -       129.79   (+/-2cm)     425.8    (feet)  VERTCON   
 OE0951  ___________________________________________________________________
 OE0951  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 OE0951
 OE0951  VERT ORDER  -  THIRD (See Below)
 OE0951
 OE0951.The horizontal coordinates were scaled from a topographic map and have
 OE0951.an estimated accuracy of +/- 6 seconds.
 OE0951
 OE0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0951.The vertical order pertains to the NGVD 29 superseded value.
 OE0951
 OE0951.The geoid height was determined by GEOID03.
 OE0951
 OE0951;                    North         East    Units  Estimated Accuracy
 OE0951;SPC NY C     -   356,100.      329,120.      MT  (+/- 180 meters Scaled)
 OE0951
 OE0951                          SUPERSEDED SURVEY CONTROL
 OE0951
 OE0951  NGVD 29 (??/??/??)  129.96   (m)          426.4    (f) RESET       3  
 OE0951
 OE0951.Superseded values are not recommended for survey control.
 OE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0951.See file dsdata.txt to determine how the superseded data were derived.
 OE0951
 OE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN504834(NAD 83)
 OE0951_MARKER: DB = BENCH MARK DISK
 OE0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0951_SP_SET: CULVERT
 OE0951_STAMPING: B 123 RESET 1960
 OE0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0951
 OE0951  HISTORY     - Date     Condition        Report By
 OE0951  HISTORY     - 1960     MONUMENTED       NYDPW
 OE0951
 OE0951                          STATION DESCRIPTION
 OE0951
 OE0951'DESCRIBED BY NY DEPT OF PUB WORKS 1960
 OE0951'0.9 MI NE FROM STACY BASIN.
 OE0951'THE MARK IS LOCATED 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 46 FROM
 OE0951'STACY BASIN, ON A GRANITE NEW YORK STATE RIGHT OF WAY MONUMENT, 75
 OE0951'FEET NORTH OF THE CENTERLINE OF THE TOWPATH OF THE OLD ERIE CANAL, 43
 OE0951'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 165 FEET NORTHEAST OF A
 OE0951'CORRIGATED METAL CULVERT, AND IN THE SOUTHEAST CORNER OF THE TOP
 OE0951'GRANITE RIGHT OF WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0857 ***********************************************************************
 PH0857  DESIGNATION -  B 12=398
 PH0857  PID         -  PH0857
 PH0857  STATE/COUNTY-  NY/ST LAWRENCE
 PH0857  USGS QUAD   -  CANTON (1982)
 PH0857
 PH0857                         *CURRENT SURVEY CONTROL
 PH0857  ___________________________________________________________________
 PH0857* NAD 83(1986)-  44 33 28.     (N)    075 13 13.     (W)     SCALED    
 PH0857* NAVD 88     -       121.307  (meters)     397.99   (feet)  ADJUSTED  
 PH0857  ___________________________________________________________________
 PH0857  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 PH0857  DYNAMIC HT  -         121.298 (meters)     397.96  (feet)  COMP
 PH0857  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 PH0857
 PH0857  VERT ORDER  -  FIRST     CLASS II
 PH0857
 PH0857.The horizontal coordinates were scaled from a topographic map and have
 PH0857.an estimated accuracy of +/- 6 seconds.
 PH0857
 PH0857.The orthometric height was determined by differential leveling
 PH0857.and adjusted by the National Geodetic Survey in June 1991..
 PH0857
 PH0857.The geoid height was determined by GEOID03.
 PH0857
 PH0857.The dynamic height is computed by dividing the NAVD 88
 PH0857.geopotential number by the normal gravity value computed on the
 PH0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0857.degrees latitude (g = 980.6199 gals.).
 PH0857
 PH0857.The modeled gravity was interpolated from observed gravity values.
 PH0857
 PH0857;                    North         East    Units  Estimated Accuracy
 PH0857;SPC NY E     -   635,990.       92,780.      MT  (+/- 180 meters Scaled)
 PH0857
 PH0857                          SUPERSEDED SURVEY CONTROL
 PH0857
 PH0857  NGVD 29 (??/??/92)  121.444  (m)          398.44   (f) ADJ UNCH    1 2
 PH0857
 PH0857.Superseded values are not recommended for survey control.
 PH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0857.See file dsdata.txt to determine how the superseded data were derived.
 PH0857
 PH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ825338(NAD 83)
 PH0857_MARKER: DB = BENCH MARK DISK
 PH0857_SETTING: 66 = SET IN ROCK OUTCROP
 PH0857_SP_SET: ROCK CUT
 PH0857_STAMPING: 398
 PH0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0857+STABILITY: POSITION/ELEVATION WELL
 PH0857
 PH0857  HISTORY     - Date     Condition        Report By
 PH0857  HISTORY     - UNK      MONUMENTED       USGS
 PH0857  HISTORY     - 1935     GOOD             NGS
 PH0857  HISTORY     - 1964     MARK NOT FOUND   NGS
 PH0857
 PH0857                          STATION DESCRIPTION
 PH0857
 PH0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0857'1.25 MI SW FROM THORN.
 PH0857'ABOUT 1-1/4 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH0857'THORN, ST. LAWRENCE COUNTY, MIDWAY BETWEEN MILEPOSTS S 127 AND S 128,
 PH0857'9-1/2 POLES NORTHEAST OF SEMAPHORE, 6-1/2 POLES NORTHEAST OF A
 PH0857'FARM-ROAD CROSSING, AT A ROUGH ROCK CUT, 15 FEET SOUTHEAST OF THE
 PH0857'SOUTHEAST RAIL, AND ABOUT 3 FEET ABOVE THE GROUND.  A UNITED STATES
 PH0857'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 398.
 PH0857
 PH0857                          STATION RECOVERY (1964)
 PH0857
 PH0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PH0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1003 ***********************************************************************
 NA1003  DESIGNATION -  B 125
 NA1003  PID         -  NA1003
 NA1003  STATE/COUNTY-  NY/CHENANGO
 NA1003  USGS QUAD   -  NEW BERLIN SOUTH (1994)
 NA1003
 NA1003                         *CURRENT SURVEY CONTROL
 NA1003  ___________________________________________________________________
 NA1003* NAD 83(1986)-  42 34 05.     (N)    075 20 32.     (W)     SCALED    
 NA1003* NAVD 88     -       327.217  (meters)    1073.54   (feet)  ADJUSTED  
 NA1003  ___________________________________________________________________
 NA1003  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NA1003  DYNAMIC HT  -         327.107 (meters)    1073.18  (feet)  COMP
 NA1003  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NA1003
 NA1003  VERT ORDER  -  FIRST     CLASS II
 NA1003
 NA1003.The horizontal coordinates were scaled from a topographic map and have
 NA1003.an estimated accuracy of +/- 6 seconds.
 NA1003
 NA1003.The orthometric height was determined by differential leveling
 NA1003.and adjusted by the National Geodetic Survey in June 1991..
 NA1003.WARNING-Repeat measurements at this control monument indicate possible
 NA1003.vertical movement.
 NA1003
 NA1003.The geoid height was determined by GEOID03.
 NA1003
 NA1003.The dynamic height is computed by dividing the NAVD 88
 NA1003.geopotential number by the normal gravity value computed on the
 NA1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1003.degrees latitude (g = 980.6199 gals.).
 NA1003
 NA1003.The modeled gravity was interpolated from observed gravity values.
 NA1003
 NA1003;                    North         East    Units  Estimated Accuracy
 NA1003;SPC NY C     -   285,940.      351,900.      MT  (+/- 180 meters Scaled)
 NA1003
 NA1003                          SUPERSEDED SURVEY CONTROL
 NA1003
 NA1003  NGVD 29 (??/??/92)  327.215  (m)         1073.54   (f) ADJ UNCH    1 2
 NA1003
 NA1003.Superseded values are not recommended for survey control.
 NA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1003.See file dsdata.txt to determine how the superseded data were derived.
 NA1003
 NA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN719129(NAD 83)
 NA1003_MARKER: DB = BENCH MARK DISK
 NA1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1003_STAMPING: B 125 1941
 NA1003_MARK LOGO: CGS   
 NA1003_PROJECTION: PROJECTING 25 CENTIMETERS
 NA1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1003+STABILITY: SURFACE MOTION
 NA1003
 NA1003  HISTORY     - Date     Condition        Report By
 NA1003  HISTORY     - 1941     MONUMENTED       CGS
 NA1003  HISTORY     - 1966     GOOD             LDA
 NA1003  HISTORY     - 1976     GOOD             NGS
 NA1003  HISTORY     - 1982     GOOD             NGS
 NA1003
 NA1003                          STATION DESCRIPTION
 NA1003
 NA1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1003'3.6 MI N FROM SOUTH NEW BERLIN.
 NA1003'THIS MARK IS ALONG THE NEW YORK ONTARIO AND WESTERN RAILROAD, 3.6
 NA1003'MILES NORTH OF THE STATION AT SOUTH NEW BERLIN, CHENANGO COUNTY, 250
 NA1003'FEET WEST OF THE SOUTHWEST CORNER OF A RED BARN, 30 FEET SOUTHWEST OF
 NA1003'A FARM ROAD CROSSING, 24.5 FEET WEST OF THE WEST RAIL OF THE TRACK,
 NA1003'12 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 8 FEET SOUTHEAST
 NA1003'OF A SOUTH GATE POST, AND IS SET IN THE TOP OF A CONCRETE POST
 NA1003'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NA1003
 NA1003                          STATION RECOVERY (1966)
 NA1003
 NA1003'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 NA1003'RECOVERED IN GOOD CONDITION.
 NA1003
 NA1003                          STATION RECOVERY (1976)
 NA1003
 NA1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1003'RECOVERED IN GOOD CONDITION.
 NA1003
 NA1003                          STATION RECOVERY (1982)
 NA1003
 NA1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1003'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.9 KM
 NA1003'(3.65 MI) NORTHEAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE
 NA1003'HIGHWAY 23 IN SOUTH NEW BERLIN, TO A FIELD ROAD AND THE MARK ON THE
 NA1003'LEFT, 30.33 METERS (99.5 FT) NORTHWEST OF THE CENTER LINE OF THE
 NA1003'HIGHWAY, 3.35 METERS (11.0 FT) SOUTHWEST OF THE CENTER OF THE FIELD
 NA1003'ROAD.
 NA1003'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 NA1003'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1243 ***********************************************************************
 NA1243  DESIGNATION -  B 126
 NA1243  PID         -  NA1243
 NA1243  STATE/COUNTY-  NY/DELAWARE
 NA1243  USGS QUAD   -  UNADILLA (1982)
 NA1243
 NA1243                         *CURRENT SURVEY CONTROL
 NA1243  ___________________________________________________________________
 NA1243* NAD 83(1986)-  42 18 26.     (N)    075 20 31.     (W)     SCALED    
 NA1243* NAVD 88     -       349.158  (meters)    1145.53   (feet)  ADJUSTED  
 NA1243  ___________________________________________________________________
 NA1243  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 NA1243  DYNAMIC HT  -         349.034 (meters)    1145.12  (feet)  COMP
 NA1243  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NA1243
 NA1243  VERT ORDER  -  FIRST     CLASS II
 NA1243
 NA1243.The horizontal coordinates were scaled from a topographic map and have
 NA1243.an estimated accuracy of +/- 6 seconds.
 NA1243
 NA1243.The orthometric height was determined by differential leveling
 NA1243.and adjusted by the National Geodetic Survey in June 1991..
 NA1243
 NA1243.The geoid height was determined by GEOID03.
 NA1243
 NA1243.The dynamic height is computed by dividing the NAVD 88
 NA1243.geopotential number by the normal gravity value computed on the
 NA1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1243.degrees latitude (g = 980.6199 gals.).
 NA1243
 NA1243.The modeled gravity was interpolated from observed gravity values.
 NA1243
 NA1243;                    North         East    Units  Estimated Accuracy
 NA1243;SPC NY E     -   386,070.       80,590.      MT  (+/- 180 meters Scaled)
 NA1243
 NA1243                          SUPERSEDED SURVEY CONTROL
 NA1243
 NA1243  NGVD 29 (??/??/92)  349.281  (m)         1145.93   (f) ADJ UNCH    1 2
 NA1243
 NA1243.Superseded values are not recommended for survey control.
 NA1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1243.See file dsdata.txt to determine how the superseded data were derived.
 NA1243
 NA1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM718839(NAD 83)
 NA1243_MARKER: DB = BENCH MARK DISK
 NA1243_SETTING: 80 = SET IN A BOULDER
 NA1243_SP_SET: BOULDER
 NA1243_STAMPING: B 126 1941
 NA1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1243+STABILITY: SURFACE MOTION
 NA1243
 NA1243  HISTORY     - Date     Condition        Report By
 NA1243  HISTORY     - 1941     MONUMENTED       CGS
 NA1243
 NA1243                          STATION DESCRIPTION
 NA1243
 NA1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1243'1.5 MI N FROM YOUNGS.
 NA1243'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 1.5
 NA1243'MILES NORTH OF THE STATION AT YOUNGS, DELAWARE COUNTRY, 0.2 MILE
 NA1243'SOUTH OF MILEPOST NUMBER 198, 27.3 FEET WEST OF THE WEST RAIL, SET IN
 NA1243'A BOULDER ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1269 ***********************************************************************
 NA1269  DESIGNATION -  B 127
 NA1269  PID         -  NA1269
 NA1269  STATE/COUNTY-  NY/DELAWARE
 NA1269  USGS QUAD   -  READBURN (1965)
 NA1269
 NA1269                         *CURRENT SURVEY CONTROL
 NA1269  ___________________________________________________________________
 NA1269* NAD 83(1986)-  42 06 20.     (N)    075 10 58.     (W)     SCALED    
 NA1269* NAVD 88     -       357.516  (meters)    1172.95   (feet)  ADJUSTED  
 NA1269  ___________________________________________________________________
 NA1269  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 NA1269  DYNAMIC HT  -         357.390 (meters)    1172.54  (feet)  COMP
 NA1269  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NA1269
 NA1269  VERT ORDER  -  FIRST     CLASS II
 NA1269
 NA1269.The horizontal coordinates were scaled from a topographic map and have
 NA1269.an estimated accuracy of +/- 6 seconds.
 NA1269
 NA1269.The orthometric height was determined by differential leveling
 NA1269.and adjusted by the National Geodetic Survey in June 1991..
 NA1269
 NA1269.The geoid height was determined by GEOID03.
 NA1269
 NA1269.The dynamic height is computed by dividing the NAVD 88
 NA1269.geopotential number by the normal gravity value computed on the
 NA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1269.degrees latitude (g = 980.6199 gals.).
 NA1269
 NA1269.The modeled gravity was interpolated from observed gravity values.
 NA1269
 NA1269;                    North         East    Units  Estimated Accuracy
 NA1269;SPC NY E     -   363,550.       93,530.      MT  (+/- 180 meters Scaled)
 NA1269
 NA1269                          SUPERSEDED SURVEY CONTROL
 NA1269
 NA1269  NGVD 29 (??/??/92)  357.650  (m)         1173.39   (f) ADJ UNCH    1 2
 NA1269
 NA1269.Superseded values are not recommended for survey control.
 NA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1269.See file dsdata.txt to determine how the superseded data were derived.
 NA1269
 NA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM848615(NAD 83)
 NA1269_MARKER: DB = BENCH MARK DISK
 NA1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1269_STAMPING: B 127 1941
 NA1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1269+STABILITY: SURFACE MOTION
 NA1269
 NA1269  HISTORY     - Date     Condition        Report By
 NA1269  HISTORY     - 1941     MONUMENTED       CGS
 NA1269
 NA1269                          STATION DESCRIPTION
 NA1269
 NA1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1269'1.2 MI N FROM ROCK RIFT.
 NA1269'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 1.2
 NA1269'MILES NORTH OF THE STATION AT ROCK RIFT, DELAWARE COUNTY, 0.3 MILE
 NA1269'SOUTH OF THE MILEPOST NUMBER 173, 48 FEET SOUTHEAST OF A FARM ROAD
 NA1269'CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 31 FEET
 NA1269'EAST OF THE EAST RAIL OF THE TRACK, SET ABOUT MIDWAY BETWEEN TWO
 NA1269'APPLE TREES, 4 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN THE
 NA1269'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1333 ***********************************************************************
 NA1333  DESIGNATION -  B 128
 NA1333  PID         -  NA1333
 NA1333  STATE/COUNTY-  NY/DELAWARE
 NA1333  USGS QUAD   -  DEPOSIT (1965)
 NA1333
 NA1333                         *CURRENT SURVEY CONTROL
 NA1333  ___________________________________________________________________
 NA1333* NAD 83(1986)-  42 02 58.     (N)    075 25 01.     (W)     SCALED    
 NA1333* NAVD 88     -       299.621  (meters)     983.01   (feet)  ADJUSTED  
 NA1333  ___________________________________________________________________
 NA1333  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NA1333  DYNAMIC HT  -         299.511 (meters)     982.65  (feet)  COMP
 NA1333  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 NA1333
 NA1333  VERT ORDER  -  FIRST     CLASS II
 NA1333
 NA1333.The horizontal coordinates were scaled from a topographic map and have
 NA1333.an estimated accuracy of +/- 6 seconds.
 NA1333
 NA1333.The orthometric height was determined by differential leveling
 NA1333.and adjusted by the National Geodetic Survey in June 1991..
 NA1333
 NA1333.The geoid height was determined by GEOID03.
 NA1333
 NA1333.The dynamic height is computed by dividing the NAVD 88
 NA1333.geopotential number by the normal gravity value computed on the
 NA1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1333.degrees latitude (g = 980.6199 gals.).
 NA1333
 NA1333.The modeled gravity was interpolated from observed gravity values.
 NA1333
 NA1333;                    North         East    Units  Estimated Accuracy
 NA1333;SPC NY E     -   357,500.       74,100.      MT  (+/- 180 meters Scaled)
 NA1333
 NA1333                          SUPERSEDED SURVEY CONTROL
 NA1333
 NA1333  NGVD 29 (??/??/92)  299.77   (m)          983.5    (f) COMPUTED    1 2
 NA1333
 NA1333.Superseded values are not recommended for survey control.
 NA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1333.See file dsdata.txt to determine how the superseded data were derived.
 NA1333
 NA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM654553(NAD 83)
 NA1333_MARKER: DB = BENCH MARK DISK
 NA1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1333_STAMPING: B 128 1941
 NA1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1333+STABILITY: SURFACE MOTION
 NA1333
 NA1333  HISTORY     - Date     Condition        Report By
 NA1333  HISTORY     - 1941     MONUMENTED       CGS
 NA1333  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1333
 NA1333                          STATION DESCRIPTION
 NA1333
 NA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1333'1.1 MI S FROM DEPOSIT.
 NA1333'THIS MARK IS ALONG THE ERIE RAILROAD, 1.1 MILES SOUTH OF THE STATION
 NA1333'AT DEPOSIT, BROOME COUNTY, 0.1 MILE SOUTH OF MILEPOST JC 175, 43.3
 NA1333'FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK, ABOUT 7 FEET
 NA1333'LOWER THAN THE TRACK, AND IS SET IN THE TOP OF A CONCRETE POST
 NA1333'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 NA1333
 NA1333                          STATION RECOVERY (1982)
 NA1333
 NA1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1333'NOT RECOVERED.  A SEARCH WAS MADE BUT THE AREA IS NOW OCCUPIED BY THE
 NA1333'CELOTEX CORPORATION PLANT (NOW CLOSED) AND IS UNDER WOOD CHIPS AND
 NA1333'DENSE GROWTH AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1022 ***********************************************************************
 OF1022  DESIGNATION -  B 129
 OF1022  PID         -  OF1022
 OF1022  STATE/COUNTY-  NY/MONROE
 OF1022  USGS QUAD   -  PITTSFORD (1978)
 OF1022
 OF1022                         *CURRENT SURVEY CONTROL
 OF1022  ___________________________________________________________________
 OF1022* NAD 83(1986)-  43 15 09.     (N)    077 37 18.     (W)     SCALED    
 OF1022* NAVD 88     -        89.955  (meters)     295.13   (feet)  ADJUSTED  
 OF1022  ___________________________________________________________________
 OF1022  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1022  DYNAMIC HT  -          89.934 (meters)     295.06  (feet)  COMP
 OF1022  MODELED GRAV-     980,383.7   (mgal)                       NAVD 88
 OF1022
 OF1022  VERT ORDER  -  FIRST     CLASS II
 OF1022
 OF1022.The horizontal coordinates were scaled from a topographic map and have
 OF1022.an estimated accuracy of +/- 6 seconds.
 OF1022
 OF1022.The orthometric height was determined by differential leveling
 OF1022.and adjusted by the National Geodetic Survey in September 1994..
 OF1022
 OF1022.The geoid height was determined by GEOID03.
 OF1022
 OF1022.The dynamic height is computed by dividing the NAVD 88
 OF1022.geopotential number by the normal gravity value computed on the
 OF1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1022.degrees latitude (g = 980.6199 gals.).
 OF1022
 OF1022.The modeled gravity was interpolated from observed gravity values.
 OF1022
 OF1022;                    North         East    Units  Estimated Accuracy
 OF1022;SPC NY W     -   361,670.      428,090.      MT  (+/- 180 meters Scaled)
 OF1022
 OF1022                          SUPERSEDED SURVEY CONTROL
 OF1022
 OF1022  NAVD 88 (06/15/91)   89.970  (m)          295.18   (f) UNKNOWN     1 2
 OF1022  NGVD 29 (??/??/92)   90.153  (m)          295.78   (f) ADJ UNCH    1 2
 OF1022
 OF1022.Superseded values are not recommended for survey control.
 OF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1022.See file dsdata.txt to determine how the superseded data were derived.
 OF1022
 OF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN871921(NAD 83)
 OF1022_MARKER: DB = BENCH MARK DISK
 OF1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF1022_SP_SET: BUILDING
 OF1022_STAMPING: B 129 1941
 OF1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1022
 OF1022  HISTORY     - Date     Condition        Report By
 OF1022  HISTORY     - 1941     MONUMENTED       CGS
 OF1022  HISTORY     - 1990     GOOD             USPSQD
 OF1022
 OF1022                          STATION DESCRIPTION
 OF1022
 OF1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF1022'AT CHARLOTTE.
 OF1022'AT CHARLOTTE, 0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 OF1022'FROM THE N.Y.C. DRAW BRIDGE OVER THE GENESEE RIVER, SET IN THE
 OF1022'WEST FACE AT THE NORTHWEST CORNER OF THE CHARLOTTE COAL CO, BUILDING,
 OF1022'44 FEET SOUTH OF THE CENTER-LINE OF LATTA ROAD, 19.5 FEET EAST OF
 OF1022'THE EAST RAIL OF THE TRACK, 9.4 FEET NORTH OF THE NORTH EDGE OF
 OF1022'THE WEST ENTRANCE, 4.4 FEET ABOVE THE GROUND. A STANDARD DISK
 OF1022'STAMPED B-129 1941 AND SET VERTICALLY.
 OF1022
 OF1022                          STATION RECOVERY (1990)
 OF1022
 OF1022'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAC)
 OF1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1261 ***********************************************************************
 NB1261  DESIGNATION -  B 130
 NB1261  PID         -  NB1261
 NB1261  STATE/COUNTY-  NY/MONROE
 NB1261  USGS QUAD   -  RUSH (1976)
 NB1261
 NB1261                         *CURRENT SURVEY CONTROL
 NB1261  ___________________________________________________________________
 NB1261* NAD 83(1986)-  42 58 16.     (N)    077 42 59.     (W)     SCALED    
 NB1261* NAVD 88     -       164.092  (meters)     538.36   (feet)  ADJUSTED  
 NB1261  ___________________________________________________________________
 NB1261  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NB1261  DYNAMIC HT  -         164.047 (meters)     538.21  (feet)  COMP
 NB1261  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 NB1261
 NB1261  VERT ORDER  -  FIRST     CLASS II
 NB1261
 NB1261.The horizontal coordinates were scaled from a topographic map and have
 NB1261.an estimated accuracy of +/- 6 seconds.
 NB1261
 NB1261.The orthometric height was determined by differential leveling
 NB1261.and adjusted by the National Geodetic Survey in June 1991..
 NB1261
 NB1261.The geoid height was determined by GEOID03.
 NB1261
 NB1261.The dynamic height is computed by dividing the NAVD 88
 NB1261.geopotential number by the normal gravity value computed on the
 NB1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1261.degrees latitude (g = 980.6199 gals.).
 NB1261
 NB1261.The modeled gravity was interpolated from observed gravity values.
 NB1261
 NB1261;                    North         East    Units  Estimated Accuracy
 NB1261;SPC NY W     -   330,330.      420,720.      MT  (+/- 180 meters Scaled)
 NB1261
 NB1261                          SUPERSEDED SURVEY CONTROL
 NB1261
 NB1261  NGVD 29 (??/??/92)  164.260  (m)          538.91   (f) ADJ UNCH    1 2
 NB1261
 NB1261.Superseded values are not recommended for survey control.
 NB1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1261.See file dsdata.txt to determine how the superseded data were derived.
 NB1261
 NB1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN784611(NAD 83)
 NB1261_MARKER: DB = BENCH MARK DISK
 NB1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1261_SP_SET: BRIDGE ABUTMENT
 NB1261_STAMPING: B 130 1941
 NB1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1261
 NB1261  HISTORY     - Date     Condition        Report By
 NB1261  HISTORY     - 1941     MONUMENTED       CGS
 NB1261  HISTORY     - 1942     GOOD             NGS
 NB1261  HISTORY     - 19910602 GOOD             USPSQD
 NB1261
 NB1261                          STATION DESCRIPTION
 NB1261
 NB1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1261'1.0 MI W FROM WEST RUSH.
 NB1261'TO REACH FROM THE STATION AT WEST RUSH, PROCEED 1.0 MILE WEST ALONG
 NB1261'THE ABANDONED NEW YORK CENTRAL RAILROAD, TO GOLAH CROSSING, AT THE
 NB1261'ERIE RAILROAD, AND SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY
 NB1261'IN THE EAST END OF THE NORTH ABUTMENT OF BRIDGE NO. 370.58. IT IS
 NB1261'18.0 FEET EAST OF AND ABOUT 0.6 FOOT BELOW THE CENTERLINE OF THE
 NB1261'ERIE TRACKS, ABOUT 300.0 FEET NORTH OF A DIRT AND ASPHALT ROAD
 NB1261'CROSSING, 8.0 FEET EAST OF A STEEL BANNISTER. A DISK SET IN DRILL
 NB1261'HOLE. NOTE--THIS BENCH MARK IS ALONG THE ERIE RAILROAD.
 NB1261
 NB1261                          STATION RECOVERY (1991)
 NB1261
 NB1261'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1295 ***********************************************************************
 NB1295  DESIGNATION -  B 131
 NB1295  PID         -  NB1295
 NB1295  STATE/COUNTY-  NY/LIVINGSTON
 NB1295  USGS QUAD   -  SONYEA (1976)
 NB1295
 NB1295                         *CURRENT SURVEY CONTROL
 NB1295  ___________________________________________________________________
 NB1295* NAD 83(1986)-  42 43 07.     (N)    077 52 09.     (W)     SCALED    
 NB1295* NAVD 88     -       182.014  (meters)     597.16   (feet)  ADJUSTED  
 NB1295  ___________________________________________________________________
 NB1295  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NB1295  DYNAMIC HT  -         181.964 (meters)     596.99  (feet)  COMP
 NB1295  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 NB1295
 NB1295  VERT ORDER  -  FIRST     CLASS II
 NB1295
 NB1295.The horizontal coordinates were scaled from a topographic map and have
 NB1295.an estimated accuracy of +/- 6 seconds.
 NB1295
 NB1295.The orthometric height was determined by differential leveling
 NB1295.and adjusted by the National Geodetic Survey in June 1991..
 NB1295
 NB1295.The geoid height was determined by GEOID03.
 NB1295
 NB1295.The dynamic height is computed by dividing the NAVD 88
 NB1295.geopotential number by the normal gravity value computed on the
 NB1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1295.degrees latitude (g = 980.6199 gals.).
 NB1295
 NB1295.The modeled gravity was interpolated from observed gravity values.
 NB1295
 NB1295;                    North         East    Units  Estimated Accuracy
 NB1295;SPC NY W     -   302,160.      408,500.      MT  (+/- 180 meters Scaled)
 NB1295
 NB1295                          SUPERSEDED SURVEY CONTROL
 NB1295
 NB1295  NGVD 29 (??/??/92)  182.182  (m)          597.71   (f) ADJ UNCH    1 2
 NB1295
 NB1295.Superseded values are not recommended for survey control.
 NB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1295.See file dsdata.txt to determine how the superseded data were derived.
 NB1295
 NB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN650335(NAD 83)
 NB1295_MARKER: DB = BENCH MARK DISK
 NB1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1295_SP_SET: CULVERT
 NB1295_STAMPING: B-131 1941
 NB1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1295
 NB1295  HISTORY     - Date     Condition        Report By
 NB1295  HISTORY     - 1941     MONUMENTED       CGS
 NB1295
 NB1295                          STATION DESCRIPTION
 NB1295
 NB1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1295'0.4 MI SE FROM MT. MORRIS.
 NB1295'0.4 MILE SOUTHEAST ALONG PENNSYLVANIA RAILROAD FROM STATION AT MT.
 NB1295'MORRIS, 0.2 MILE SOUTHEAST OF ROAD CROSSING, SET IN THE NORTHWEST
 NB1295'CORNER OF THE SOUTHWEST WALL OF A CONCRETE CULVERT UNDER AN OLD ROAD,
 NB1295'3.13 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 12 FEET EAST
 NB1295'OF THE NORTHEAST CORNER OF WALKWAY OF TRACKS, 8 FEET SOUTHWEST OF
 NB1295'THE CENTER OF AN OLD ROAD, 1.3 FEET SOUTHEAST OF THE NORTHWEST END
 NB1295'OF THE WALL, ABOUT 6 FEET BELOW TRACK LEVEL. A STANDARD DISK STAMPED
 NB1295'B-131 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1218 ***********************************************************************
 NB1218  DESIGNATION -  B 133
 NB1218  PID         -  NB1218
 NB1218  STATE/COUNTY-  NY/ALLEGANY
 NB1218  USGS QUAD   -  ANDOVER (1976)
 NB1218
 NB1218                         *CURRENT SURVEY CONTROL
 NB1218  ___________________________________________________________________
 NB1218* NAD 83(1986)-  42 13 23.     (N)    077 47 25.     (W)     SCALED    
 NB1218* NAVD 88     -       540.723  (meters)    1774.02   (feet)  ADJUSTED  
 NB1218  ___________________________________________________________________
 NB1218  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 NB1218  DYNAMIC HT  -         540.507 (meters)    1773.31  (feet)  COMP
 NB1218  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 NB1218
 NB1218  VERT ORDER  -  FIRST     CLASS II
 NB1218
 NB1218.The horizontal coordinates were scaled from a topographic map and have
 NB1218.an estimated accuracy of +/- 6 seconds.
 NB1218
 NB1218.The orthometric height was determined by differential leveling
 NB1218.and adjusted by the National Geodetic Survey in June 1991..
 NB1218.WARNING-Repeat measurements at this control monument indicate possible
 NB1218.vertical movement.
 NB1218
 NB1218.The geoid height was determined by GEOID03.
 NB1218
 NB1218.The dynamic height is computed by dividing the NAVD 88
 NB1218.geopotential number by the normal gravity value computed on the
 NB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1218.degrees latitude (g = 980.6199 gals.).
 NB1218
 NB1218.The modeled gravity was interpolated from observed gravity values.
 NB1218
 NB1218;                    North         East    Units  Estimated Accuracy
 NB1218;SPC NY W     -   247,170.      415,470.      MT  (+/- 180 meters Scaled)
 NB1218
 NB1218                          SUPERSEDED SURVEY CONTROL
 NB1218
 NB1218  NGVD 29 (??/??/92)  540.809  (m)         1774.30   (f) ADJ UNCH    1 2
 NB1218
 NB1218.Superseded values are not recommended for survey control.
 NB1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1218.See file dsdata.txt to determine how the superseded data were derived.
 NB1218
 NB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM697783(NAD 83)
 NB1218_MARKER: DB = BENCH MARK DISK
 NB1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1218_SP_SET: SIGNAL TOWER BASE
 NB1218_STAMPING: B-133 1941
 NB1218_MARK LOGO: CGS   
 NB1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1218+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 NB1218
 NB1218  HISTORY     - Date     Condition        Report By
 NB1218  HISTORY     - 1941     MONUMENTED       CGS
 NB1218  HISTORY     - 1983     GOOD             NGS
 NB1218  HISTORY     - 20041005 GOOD             USPSQD
 NB1218
 NB1218                          STATION DESCRIPTION
 NB1218
 NB1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1218'3.6 MI SW FROM ALFRED.
 NB1218'3.6 MILES SOUTHWEST ALONG ERIE RAILROAD FROM STATION AT ALFRED, 0.1
 NB1218'MILE SOUTH OF MILE POST NO. 344, SET IN THE NORTHWEST CORNER OF THE
 NB1218'BASE OF SIGNAL TOWER NO. 344-2, 81.4 FEET NORTHEAST OF SPUR TRACK
 NB1218'SWITCH, 11.2 FEET EAST OF EAST RAIL OF TRACK, ABOUT 0.2 MILE NORTH OF
 NB1218'WATER TANK TOWER. A STANDARD DISK STAMPED B-133 1941.
 NB1218
 NB1218                          STATION RECOVERY (1983)
 NB1218
 NB1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1218'RECOVERED IN GOOD CONDITION.
 NB1218
 NB1218                          STATION RECOVERY (2004)
 NB1218
 NB1218'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1218'SIGNAL TOWER HAS BEEN REMOVED. CONCRETE BASE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1058 ***********************************************************************
 NB1058  DESIGNATION -  B 134
 NB1058  PID         -  NB1058
 NB1058  STATE/COUNTY-  NY/STEUBEN
 NB1058  USGS QUAD   -  CAMERON (1976)
 NB1058
 NB1058                         *CURRENT SURVEY CONTROL
 NB1058  ___________________________________________________________________
 NB1058* NAD 83(1986)-  42 14 26.     (N)    077 26 39.     (W)     SCALED    
 NB1058* NAVD 88     -       326.425  (meters)    1070.95   (feet)  ADJUSTED  
 NB1058  ___________________________________________________________________
 NB1058  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NB1058  DYNAMIC HT  -         326.298 (meters)    1070.53  (feet)  COMP
 NB1058  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 NB1058
 NB1058  VERT ORDER  -  FIRST     CLASS II
 NB1058
 NB1058.The horizontal coordinates were scaled from a topographic map and have
 NB1058.an estimated accuracy of +/- 6 seconds.
 NB1058
 NB1058.The orthometric height was determined by differential leveling
 NB1058.and adjusted by the National Geodetic Survey in June 1991..
 NB1058
 NB1058.The geoid height was determined by GEOID03.
 NB1058
 NB1058.The dynamic height is computed by dividing the NAVD 88
 NB1058.geopotential number by the normal gravity value computed on the
 NB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1058.degrees latitude (g = 980.6199 gals.).
 NB1058
 NB1058.The modeled gravity was interpolated from observed gravity values.
 NB1058
 NB1058;                    North         East    Units  Estimated Accuracy
 NB1058;SPC NY C     -   249,170.      178,950.      MT  (+/- 180 meters Scaled)
 NB1058
 NB1058                          SUPERSEDED SURVEY CONTROL
 NB1058
 NB1058  NGVD 29 (??/??/92)  326.564  (m)         1071.40   (f) ADJ UNCH    1 2
 NB1058
 NB1058.Superseded values are not recommended for survey control.
 NB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1058.See file dsdata.txt to determine how the superseded data were derived.
 NB1058
 NB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM983793(NAD 83)
 NB1058_MARKER: DB = BENCH MARK DISK
 NB1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1058_SP_SET: BRIDGE
 NB1058_STAMPING: B-134 1941
 NB1058_MARK LOGO: CGS   
 NB1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1058
 NB1058  HISTORY     - Date     Condition        Report By
 NB1058  HISTORY     - 1941     MONUMENTED       CGS
 NB1058  HISTORY     - 1952     GOOD             USGS
 NB1058  HISTORY     - 1983     GOOD             NGS
 NB1058  HISTORY     - 20020114 GOOD             NGS
 NB1058
 NB1058                          STATION DESCRIPTION
 NB1058
 NB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1058'3.9 MI NW FROM CAMERON.
 NB1058'3.9 MILES NORTHWEST ALONG ERIE RAILROAD FROM STATION AT CAMERON,
 NB1058'3 1/2 RAILS SOUTH OF MILE POST NO. 318, SET IN THE WEST HEADWALL OF
 NB1058'BRIDGE NO. 318-00, 6.8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 NB1058'2.4 FEET SOUTH OF THE NORTH END OF THE WALL, 0.5 FOOT WEST OF THE
 NB1058'EAST EDGE OF THE WALL. A STANDARD DISK STAMPED B-134 1941.
 NB1058
 NB1058                          STATION RECOVERY (1952)
 NB1058
 NB1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 NB1058'RECOVERED IN GOOD CONDITION.
 NB1058
 NB1058                          STATION RECOVERY (1983)
 NB1058
 NB1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1058'RECOVERED IN GOOD CONDITION.
 NB1058
 NB1058                          STATION RECOVERY (2002)
 NB1058
 NB1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1063 ***********************************************************************
 PH1063  DESIGNATION -  B 13=449 RESET
 PH1063  PID         -  PH1063
 PH1063  STATE/COUNTY-  NY/ST LAWRENCE
 PH1063  USGS QUAD   -  GOUVERNEUR (1982)
 PH1063
 PH1063                         *CURRENT SURVEY CONTROL
 PH1063  ___________________________________________________________________
 PH1063* NAD 83(1986)-  44 21 19.     (N)    075 25 41.     (W)     SCALED    
 PH1063* NAVD 88     -       136.41   (+/-2cm)     447.5    (feet)  VERTCON   
 PH1063  ___________________________________________________________________
 PH1063  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 PH1063
 PH1063  VERT ORDER  -  THIRD (See Below)
 PH1063
 PH1063.The horizontal coordinates were scaled from a topographic map and have
 PH1063.an estimated accuracy of +/- 6 seconds.
 PH1063
 PH1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1063.The vertical order pertains to the NGVD 29 superseded value.
 PH1063
 PH1063.The geoid height was determined by GEOID03.
 PH1063
 PH1063;                    North         East    Units  Estimated Accuracy
 PH1063;SPC NY E     -   613,660.       76,020.      MT  (+/- 180 meters Scaled)
 PH1063
 PH1063                          SUPERSEDED SURVEY CONTROL
 PH1063
 PH1063  NGVD 29 (??/??/??)  136.55   (m)          448.0    (f) RESET       3  
 PH1063
 PH1063.Superseded values are not recommended for survey control.
 PH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1063.See file dsdata.txt to determine how the superseded data were derived.
 PH1063
 PH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ658114(NAD 83)
 PH1063_MARKER: DB = BENCH MARK DISK
 PH1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1063_SP_SET: BRIDGE
 PH1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1063
 PH1063  HISTORY     - Date     Condition        Report By
 PH1063  HISTORY     - UNK      MONUMENTED       NYCRR
 PH1063  HISTORY     - 1922     GOOD             NGS
 PH1063
 PH1063                          STATION DESCRIPTION
 PH1063
 PH1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 PH1063'1.7 MI NE FROM GOUVERNEUR.
 PH1063'1.7 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH1063'GOUVERNEUR, ST. LAWRENCE COUNTY, 3 POLES SOUTHWEST OF MILEPOST S 110,
 PH1063'AT BRIDGE NO. 123, IN THE TOP OF THE NORTHWEST HEADWALL, 17 FEET
 PH1063'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER
 PH1063'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1077 ***********************************************************************
 NB1077  DESIGNATION -  B 135
 NB1077  PID         -  NB1077
 NB1077  STATE/COUNTY-  NY/STEUBEN
 NB1077  USGS QUAD   -  ADDISON (1976)
 NB1077
 NB1077                         *CURRENT SURVEY CONTROL
 NB1077  ___________________________________________________________________
 NB1077* NAD 83(1986)-  42 07 07.     (N)    077 08 34.     (W)     SCALED    
 NB1077* NAVD 88     -       294.245  (meters)     965.37   (feet)  ADJUSTED  
 NB1077  ___________________________________________________________________
 NB1077  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NB1077  DYNAMIC HT  -         294.137 (meters)     965.01  (feet)  COMP
 NB1077  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 NB1077
 NB1077  VERT ORDER  -  FIRST     CLASS II
 NB1077
 NB1077.The horizontal coordinates were scaled from a topographic map and have
 NB1077.an estimated accuracy of +/- 6 seconds.
 NB1077
 NB1077.The orthometric height was determined by differential leveling
 NB1077.and adjusted by the National Geodetic Survey in June 1991..
 NB1077
 NB1077.The geoid height was determined by GEOID03.
 NB1077
 NB1077.The dynamic height is computed by dividing the NAVD 88
 NB1077.geopotential number by the normal gravity value computed on the
 NB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1077.degrees latitude (g = 980.6199 gals.).
 NB1077
 NB1077.The modeled gravity was interpolated from observed gravity values.
 NB1077
 NB1077;                    North         East    Units  Estimated Accuracy
 NB1077;SPC NY C     -   235,420.      203,740.      MT  (+/- 180 meters Scaled)
 NB1077
 NB1077                          SUPERSEDED SURVEY CONTROL
 NB1077
 NB1077  NGVD 29 (??/??/92)  294.398  (m)          965.87   (f) ADJ UNCH    1 2
 NB1077
 NB1077.Superseded values are not recommended for survey control.
 NB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1077.See file dsdata.txt to determine how the superseded data were derived.
 NB1077
 NB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM228651(NAD 83)
 NB1077_MARKER: DB = BENCH MARK DISK
 NB1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1077_SP_SET: SIGNAL TOWER BASE
 NB1077_STAMPING: B-135 1941
 NB1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1077
 NB1077  HISTORY     - Date     Condition        Report By
 NB1077  HISTORY     - 1941     MONUMENTED       CGS
 NB1077  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1077  HISTORY     - 20020301 MARK NOT FOUND   NYDT
 NB1077
 NB1077                          STATION DESCRIPTION
 NB1077
 NB1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1077'3.9 MI SW FROM PAINTED POST.
 NB1077'3.9 MILES SOUTHWEST ALONG ERIE RAILROAD FROM STATION AT PAINTED POST,
 NB1077'5 RAILS SOUTHWEST OF MILE POST NO. 296, SET IN THE EAST CORNER OF
 NB1077'SIGNAL TOWER BASE NO. 296-1, 6.2 FEET NORTHWEST OF THE NORTHWEST
 NB1077'RAIL OF THE NORTHWEST TRACK. A STANDARD DISK STAMPED B-135 1941.
 NB1077
 NB1077                          STATION RECOVERY (1983)
 NB1077
 NB1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1077'NOT RECOVERED, THE SIGNAL HAS A NEW BASE.
 NB1077
 NB1077                          STATION RECOVERY (2002)
 NB1077
 NB1077'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 NB1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0263 ***********************************************************************
 NB0263  DESIGNATION -  B 136
 NB0263  PID         -  NB0263
 NB0263  STATE/COUNTY-  NY/TIOGA
 NB0263  USGS QUAD   -  BARTON (1976)
 NB0263
 NB0263                         *CURRENT SURVEY CONTROL
 NB0263  ___________________________________________________________________
 NB0263* NAD 83(1986)-  42 00 27.     (N)    076 28 50.     (W)     SCALED    
 NB0263* NAVD 88     -       245.102  (meters)     804.14   (feet)  ADJUSTED  
 NB0263  ___________________________________________________________________
 NB0263  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NB0263  DYNAMIC HT  -         245.005 (meters)     803.82  (feet)  COMP
 NB0263  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 NB0263
 NB0263  VERT ORDER  -  FIRST     CLASS II
 NB0263
 NB0263.The horizontal coordinates were scaled from a topographic map and have
 NB0263.an estimated accuracy of +/- 6 seconds.
 NB0263
 NB0263.The orthometric height was determined by differential leveling
 NB0263.and adjusted by the National Geodetic Survey in June 1991..
 NB0263
 NB0263.The geoid height was determined by GEOID03.
 NB0263
 NB0263.The dynamic height is computed by dividing the NAVD 88
 NB0263.geopotential number by the normal gravity value computed on the
 NB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0263.degrees latitude (g = 980.6199 gals.).
 NB0263
 NB0263.The modeled gravity was interpolated from observed gravity values.
 NB0263
 NB0263;                    North         East    Units  Estimated Accuracy
 NB0263;SPC NY C     -   222,930.      258,510.      MT  (+/- 180 meters Scaled)
 NB0263
 NB0263                          SUPERSEDED SURVEY CONTROL
 NB0263
 NB0263  NGVD 29 (??/??/92)  245.282  (m)          804.73   (f) ADJ UNCH    1 2
 NB0263
 NB0263.Superseded values are not recommended for survey control.
 NB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0263.See file dsdata.txt to determine how the superseded data were derived.
 NB0263
 NB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM773516(NAD 83)
 NB0263_MARKER: DB = BENCH MARK DISK
 NB0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0263_SP_SET: BRIDGE ABUTMENT
 NB0263_STAMPING: B 136 1941
 NB0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0263
 NB0263  HISTORY     - Date     Condition        Report By
 NB0263  HISTORY     - 1941     MONUMENTED       CGS
 NB0263  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0263  HISTORY     - 19941109 MARK NOT FOUND   USPSQD
 NB0263
 NB0263                          STATION DESCRIPTION
 NB0263
 NB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0263'3.4 MI NE FROM WAVERLY.
 NB0263'3.4 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB0263'WAVERLY, TIOGA COUNTY, 52 FEET SOUTHWEST OF MILEPOST 252, AT BRIDGE
 NB0263'252.00, IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, 8.4 FEET
 NB0263'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 3 FEET SOUTHWEST OF
 NB0263'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, AND 0.5
 NB0263'FOOT LOWER THAN THE TRACK. A STANDARD DISK, STAMPED B 136 1941.
 NB0263
 NB0263                          STATION RECOVERY (1982)
 NB0263
 NB0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0263'NOT RECOVERED, THE TRACKS HAVE BEEN RAISED AND A NEW CONCRETE ABUTMENT
 NB0263'HAS BEEN BUILT OVER THE LOCATION OF THE MARK, CONSIDERED DESTROYED.
 NB0263
 NB0263                          STATION RECOVERY (1994)
 NB0263
 NB0263'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0289 ***********************************************************************
 NB0289  DESIGNATION -  B 137
 NB0289  PID         -  NB0289
 NB0289  STATE/COUNTY-  NY/TIOGA
 NB0289  USGS QUAD   -  APALACHIN (1969)
 NB0289
 NB0289                         *CURRENT SURVEY CONTROL
 NB0289  ___________________________________________________________________
 NB0289* NAD 83(1986)-  42 05 50.     (N)    076 09 32.     (W)     SCALED    
 NB0289* NAVD 88     -       250.610  (meters)     822.21   (feet)  ADJUSTED  
 NB0289  ___________________________________________________________________
 NB0289  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 NB0289  DYNAMIC HT  -         250.513 (meters)     821.89  (feet)  COMP
 NB0289  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 NB0289
 NB0289  VERT ORDER  -  FIRST     CLASS II
 NB0289
 NB0289.The horizontal coordinates were scaled from a topographic map and have
 NB0289.an estimated accuracy of +/- 6 seconds.
 NB0289
 NB0289.The orthometric height was determined by differential leveling
 NB0289.and adjusted by the National Geodetic Survey in June 1991..
 NB0289
 NB0289.The geoid height was determined by GEOID03.
 NB0289
 NB0289.The dynamic height is computed by dividing the NAVD 88
 NB0289.geopotential number by the normal gravity value computed on the
 NB0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0289.degrees latitude (g = 980.6199 gals.).
 NB0289
 NB0289.The modeled gravity was interpolated from observed gravity values.
 NB0289
 NB0289;                    North         East    Units  Estimated Accuracy
 NB0289;SPC NY C     -   232,980.      285,110.      MT  (+/- 180 meters Scaled)
 NB0289
 NB0289                          SUPERSEDED SURVEY CONTROL
 NB0289
 NB0289  NGVD 29 (??/??/92)  250.764  (m)          822.71   (f) ADJ UNCH    1 2
 NB0289
 NB0289.Superseded values are not recommended for survey control.
 NB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0289.See file dsdata.txt to determine how the superseded data were derived.
 NB0289
 NB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM041612(NAD 83)
 NB0289_MARKER: DB = BENCH MARK DISK
 NB0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0289_SP_SET: CULVERT
 NB0289_STAMPING: B 137 1941
 NB0289_MARK LOGO: CGS   
 NB0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0289
 NB0289  HISTORY     - Date     Condition        Report By
 NB0289  HISTORY     - 1941     MONUMENTED       CGS
 NB0289  HISTORY     - 1982     GOOD             NGS
 NB0289
 NB0289                          STATION DESCRIPTION
 NB0289
 NB0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0289'6.1 MI E FROM OWEGO.
 NB0289'6.1 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT OWEGO,
 NB0289'TIOGA COUNTY, 14 FEET EAST OF MILEPOST 230, AT CULVERT 229.99, IN THE
 NB0289'NORTHEAST CONCRETE HEADWALL, 2.6 FEET SOUTHEAST OF THE NORTHWEST END
 NB0289'OF THE HEADWALL, 38.7 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 NB0289'HIGHWAY 17 C 15 FEET NORTHEAST OF THE NORTHEAST RAIL
 NB0289'OF THE NORTHEAST TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK. A
 NB0289'STANDARD DISK, STAMPED B 137 1941.
 NB0289
 NB0289                          STATION RECOVERY (1982)
 NB0289
 NB0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1439 ***********************************************************************
 NA1439  DESIGNATION -  B 138
 NA1439  PID         -  NA1439
 NA1439  STATE/COUNTY-  NY/BROOME
 NA1439  USGS QUAD   -  CASTLE CREEK (1976)
 NA1439
 NA1439                         *CURRENT SURVEY CONTROL
 NA1439  ___________________________________________________________________
 NA1439* NAD 83(1986)-  42 07 32.     (N)    075 53 37.     (W)     SCALED    
 NA1439* NAVD 88     -       263.364  (meters)     864.05   (feet)  ADJUSTED  
 NA1439  ___________________________________________________________________
 NA1439  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 NA1439  DYNAMIC HT  -         263.264 (meters)     863.73  (feet)  COMP
 NA1439  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 NA1439
 NA1439  VERT ORDER  -  FIRST     CLASS II
 NA1439
 NA1439.The horizontal coordinates were scaled from a topographic map and have
 NA1439.an estimated accuracy of +/- 6 seconds.
 NA1439
 NA1439.The orthometric height was determined by differential leveling
 NA1439.and adjusted by the National Geodetic Survey in June 1991..
 NA1439
 NA1439.The geoid height was determined by GEOID03.
 NA1439
 NA1439.The dynamic height is computed by dividing the NAVD 88
 NA1439.geopotential number by the normal gravity value computed on the
 NA1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1439.degrees latitude (g = 980.6199 gals.).
 NA1439
 NA1439.The modeled gravity was interpolated from observed gravity values.
 NA1439
 NA1439;                    North         East    Units  Estimated Accuracy
 NA1439;SPC NY E     -   366,490.       34,780.      MT  (+/- 180 meters Scaled)
 NA1439
 NA1439                          SUPERSEDED SURVEY CONTROL
 NA1439
 NA1439  NGVD 29 (??/??/92)  263.507  (m)          864.52   (f) ADJ UNCH    1 2
 NA1439
 NA1439.Superseded values are not recommended for survey control.
 NA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1439.See file dsdata.txt to determine how the superseded data were derived.
 NA1439
 NA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM261641(NAD 83)
 NA1439_MARKER: DB = BENCH MARK DISK
 NA1439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1439_SP_SET: BRIDGE
 NA1439_STAMPING: B 138 1941
 NA1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1439
 NA1439  HISTORY     - Date     Condition        Report By
 NA1439  HISTORY     - 1941     MONUMENTED       CGS
 NA1439
 NA1439                          STATION DESCRIPTION
 NA1439
 NA1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1439'1.9 MI N FROM BINGHAMTON.
 NA1439'1.9 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 NA1439'FROM THE STATION AT BINGHAMTON, BROOME COUNTY, 0.4 MILE NORTHWEST OF
 NA1439'A WATER TANK, 26 RAILS SOUTHEAST OF THE CROSSING OF A STATE HIGHWAY,
 NA1439'AT A BRIDGE, IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT AND 3
 NA1439'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK.  A
 NA1439'STANDARD DISK, STAMPED B 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0778 ***********************************************************************
 KU0778  DESIGNATION -  B 14 BWS
 KU0778  PID         -  KU0778
 KU0778  STATE/COUNTY-  NY/SUFFOLK
 KU0778  USGS QUAD   -  BAY SHORE EAST (1979)
 KU0778
 KU0778                         *CURRENT SURVEY CONTROL
 KU0778  ___________________________________________________________________
 KU0778* NAD 83(1986)-  40 44 49.     (N)    073 09 01.     (W)     SCALED    
 KU0778* NAVD 88     -         1.355  (meters)       4.45   (feet)  ADJUSTED  
 KU0778  ___________________________________________________________________
 KU0778  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU0778  DYNAMIC HT  -           1.354 (meters)       4.44  (feet)  COMP
 KU0778  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 KU0778
 KU0778  VERT ORDER  -  SECOND    CLASS 0
 KU0778
 KU0778.The horizontal coordinates were scaled from a topographic map and have
 KU0778.an estimated accuracy of +/- 6 seconds.
 KU0778
 KU0778.The orthometric height was determined by differential leveling
 KU0778.and adjusted by the National Geodetic Survey in June 1991..
 KU0778
 KU0778.The geoid height was determined by GEOID03.
 KU0778
 KU0778.The dynamic height is computed by dividing the NAVD 88
 KU0778.geopotential number by the normal gravity value computed on the
 KU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0778.degrees latitude (g = 980.6199 gals.).
 KU0778
 KU0778.The modeled gravity was interpolated from observed gravity values.
 KU0778
 KU0778;                    North         East    Units  Estimated Accuracy
 KU0778;SPC NY L     -    64,790.      371,760.      MT  (+/- 180 meters Scaled)
 KU0778
 KU0778                          SUPERSEDED SURVEY CONTROL
 KU0778
 KU0778  NGVD 29 (??/??/92)    1.697  (m)            5.57   (f) ADJ UNCH    2 0
 KU0778
 KU0778.Superseded values are not recommended for survey control.
 KU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0778.See file dsdata.txt to determine how the superseded data were derived.
 KU0778
 KU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL561123(NAD 83)
 KU0778_MARKER: Z = SEE DESCRIPTION
 KU0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0778_SP_SET: BRIDGE
 KU0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0778
 KU0778  HISTORY     - Date     Condition        Report By
 KU0778  HISTORY     - UNK      MONUMENTED       NY4170
 KU0778  HISTORY     - 1950     GOOD             NGS
 KU0778  HISTORY     - 1985     GOOD             USPSQD
 KU0778
 KU0778                          STATION DESCRIPTION
 KU0778
 KU0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0778'1.1 MI E FROM GREAT RIVER.
 KU0778'1.1 MILES EAST ALONG THE LONG ISLAND RAILROAD FROM THE STATION AT
 KU0778'GREAT RIVER, SUFFOLK COUNTY, AT POLE 45+27, AT A RAILROAD BRIDGE
 KU0778'OVER CONNECTICUT RIVER (THE SECOND BRIDGE EAST OF THE STATION),
 KU0778'ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTH COPING, 3.6 FEET
 KU0778'SOUTH OF THE SOUTH RAIL, AND 1 FOOT ABOVE THE GROUND.  A ROUGHLY
 KU0778'CHISELED KNOB.
 KU0778
 KU0778                          STATION RECOVERY (1985)
 KU0778
 KU0778'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0778'REVISE TO READ AS FOLLOWS: 1.1 MILES EAST ALONG THE LONG ISLAND
 KU0778'RAILROAD FROM THE STATION AT GREAT RIVER, SUFFOLK COUNTY, AT A
 KU0778'RAILROAD BRIDGE OVER CONNECTICUT RIVER (THE SECOND BRIDGED EAST OF
 KU0778'THE STATION) ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTH COPING,
 KU0778'3.6 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT ABOVE THE GROUND. A 5/8
 KU0778'INCH DIA STEEL ROD PAINT LIGHT RED. THE ROUGHLY CHISELED KNOB HAD
 KU0778'BEEN REPLACED WITH THE 5/8 INCH STEEL ROD. IT IS LOCATED 4 INCHES
 KU0778'SOUTH OF NORTH FACE OF SOUTH COPING AND 4 INCHES EAST OF THE WEST
 KU0778'FACE OF SOUTH COPING AND STICKING OUT OF COPING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1606 ***********************************************************************
 KU1606  DESIGNATION -  B 14 USE
 KU1606  PID         -  KU1606
 KU1606  STATE/COUNTY-  NY/NASSAU
 KU1606  USGS QUAD   -  BAYVILLE (1975)
 KU1606
 KU1606                         *CURRENT SURVEY CONTROL
 KU1606  ___________________________________________________________________
 KU1606* NAD 83(1986)-  40 52 37.     (N)    073 32 01.     (W)     SCALED    
 KU1606* NAVD 88     -         2.568  (meters)       8.43   (feet)  ADJUSTED  
 KU1606  ___________________________________________________________________
 KU1606  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU1606  DYNAMIC HT  -           2.567 (meters)       8.42  (feet)  COMP
 KU1606  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 KU1606
 KU1606  VERT ORDER  -  SECOND    CLASS 0
 KU1606
 KU1606.The horizontal coordinates were scaled from a topographic map and have
 KU1606.an estimated accuracy of +/- 6 seconds.
 KU1606
 KU1606.The orthometric height was determined by differential leveling
 KU1606.and adjusted by the National Geodetic Survey in June 1991..
 KU1606
 KU1606.The geoid height was determined by GEOID03.
 KU1606
 KU1606.The dynamic height is computed by dividing the NAVD 88
 KU1606.geopotential number by the normal gravity value computed on the
 KU1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1606.degrees latitude (g = 980.6199 gals.).
 KU1606
 KU1606.The modeled gravity was interpolated from observed gravity values.
 KU1606
 KU1606;                    North         East    Units  Estimated Accuracy
 KU1606;SPC NY L     -    78,980.      339,310.      MT  (+/- 180 meters Scaled)
 KU1606
 KU1606                          SUPERSEDED SURVEY CONTROL
 KU1606
 KU1606  NGVD 29 (??/??/92)    2.894  (m)            9.49   (f) ADJ UNCH    2 0
 KU1606
 KU1606.Superseded values are not recommended for survey control.
 KU1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1606.See file dsdata.txt to determine how the superseded data were derived.
 KU1606
 KU1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL235261(NAD 83)
 KU1606_MARKER: DD = SURVEY DISK
 KU1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1606_SP_SET: FLAGPOLE BASE
 KU1606_STAMPING: EL 9 B 14 1931
 KU1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1606
 KU1606  HISTORY     - Date     Condition        Report By
 KU1606  HISTORY     - 1931     MONUMENTED       DOD
 KU1606  HISTORY     - 1932     GOOD             NGS
 KU1606  HISTORY     - 1935     GOOD             NGS
 KU1606  HISTORY     - 20031105 MARK NOT FOUND   NGS
 KU1606
 KU1606                          STATION DESCRIPTION
 KU1606
 KU1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1606'AT OYSTER BAY.
 KU1606'AT OYSTER BAY, NASSAU COUNTY, 800 FEET NORTHWEST OF THE LONG
 KU1606'ISLAND RAILROAD STATION, AT THE NORTH END OF ROOSEVELT MEMORIAL
 KU1606'PARK, AND IN THE SOUTH SIDE OF THE TOP STEP OF THE CONCRETE
 KU1606'BASE OF A FLAGPOLE.
 KU1606
 KU1606                          STATION RECOVERY (1935)
 KU1606
 KU1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1606'RECOVERED IN GOOD CONDITION.
 KU1606
 KU1606                          STATION RECOVERY (2003)
 KU1606
 KU1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1606'NO TRACE OF THE MARK WAS FOUND. IT IS BELIEVED TO HAVE BEEN REMOVED
 KU1606'DURING ONE OF THE SEVERAL RECONSTRUCTIONS OF THE FLAGPOLE THAT PARK
 KU1606'OFFICIALS SAY HAVE TAKEN PLACE OVER THE YEARS.
 KU1606' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1311 ***********************************************************************
 NA1311  DESIGNATION -  B 140
 NA1311  PID         -  NA1311
 NA1311  STATE/COUNTY-  NY/OTSEGO
 NA1311  USGS QUAD   -  OTEGO (1982)
 NA1311
 NA1311                         *CURRENT SURVEY CONTROL
 NA1311  ___________________________________________________________________
 NA1311* NAD 83(1986)-  42 22 53.     (N)    075 11 38.     (W)     SCALED    
 NA1311* NAVD 88     -       320.849  (meters)    1052.65   (feet)  ADJUSTED  
 NA1311  ___________________________________________________________________
 NA1311  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 NA1311  DYNAMIC HT  -         320.736 (meters)    1052.28  (feet)  COMP
 NA1311  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 NA1311
 NA1311  VERT ORDER  -  FIRST     CLASS II
 NA1311
 NA1311.The horizontal coordinates were scaled from a topographic map and have
 NA1311.an estimated accuracy of +/- 6 seconds.
 NA1311
 NA1311.The orthometric height was determined by differential leveling
 NA1311.and adjusted by the National Geodetic Survey in June 1991..
 NA1311
 NA1311.The geoid height was determined by GEOID03.
 NA1311
 NA1311.The dynamic height is computed by dividing the NAVD 88
 NA1311.geopotential number by the normal gravity value computed on the
 NA1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1311.degrees latitude (g = 980.6199 gals.).
 NA1311
 NA1311.The modeled gravity was interpolated from observed gravity values.
 NA1311
 NA1311;                    North         East    Units  Estimated Accuracy
 NA1311;SPC NY E     -   394,190.       92,860.      MT  (+/- 180 meters Scaled)
 NA1311
 NA1311                          SUPERSEDED SURVEY CONTROL
 NA1311
 NA1311  NGVD 29 (??/??/92)  320.964  (m)         1053.03   (f) ADJ UNCH    1 2
 NA1311
 NA1311.Superseded values are not recommended for survey control.
 NA1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1311.See file dsdata.txt to determine how the superseded data were derived.
 NA1311
 NA1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM840921(NAD 83)
 NA1311_MARKER: DB = BENCH MARK DISK
 NA1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1311_STAMPING: B 140 1941
 NA1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1311+STABILITY: SURFACE MOTION
 NA1311
 NA1311  HISTORY     - Date     Condition        Report By
 NA1311  HISTORY     - 1941     MONUMENTED       CGS
 NA1311  HISTORY     - 1942     GOOD             NGS
 NA1311
 NA1311                          STATION DESCRIPTION
 NA1311
 NA1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1311'1.5 MI SW FROM OTEGO.
 NA1311'1.5 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1311'STATION AT OTEGO, OTSEGO COUNTY, 0.2 MILE WEST OF MILEPOST A-91, IN
 NA1311'THE NORTHWEST QUARTER OF A PRIVATE-ROAD CROSSING, 30 FEET NORTH OF
 NA1311'THE NORTH RAIL OF THE NORTH TRACK, 31.5 FEET WEST OF THE CENTERLINE
 NA1311'OF THE ROAD, 11.8 FEET WEST OF THE WEST GATEPOST, 3.4 FEET SOUTH OF
 NA1311'THE RIGHT-OF-WAY FENCE, 2.8 FEET SOUTHEAST OF THE FIRST POLE WEST OF
 NA1311'THE CROSSING, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A
 NA1311'STANDARD DISK, STAMPED B 140 1941 AND SET IN THE TOP OF A CONCRETE
 NA1311'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1006 ***********************************************************************
 LY1006  DESIGNATION -  B 142
 LY1006  PID         -  LY1006
 LY1006  STATE/COUNTY-  NY/SULLIVAN
 LY1006  USGS QUAD   -  LONG EDDY (1992)
 LY1006
 LY1006                         *CURRENT SURVEY CONTROL
 LY1006  ___________________________________________________________________
 LY1006* NAD 83(1986)-  41 50 49.     (N)    075 07 44.     (W)     SCALED    
 LY1006* NAVD 88     -       254.480  (meters)     834.91   (feet)  ADJUSTED  
 LY1006  ___________________________________________________________________
 LY1006  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LY1006  DYNAMIC HT  -         254.393 (meters)     834.62  (feet)  COMP
 LY1006  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LY1006
 LY1006  VERT ORDER  -  FIRST     CLASS II
 LY1006
 LY1006.The horizontal coordinates were scaled from a topographic map and have
 LY1006.an estimated accuracy of +/- 6 seconds.
 LY1006
 LY1006.The orthometric height was determined by differential leveling
 LY1006.and adjusted by the National Geodetic Survey in June 1991..
 LY1006
 LY1006.The geoid height was determined by GEOID03.
 LY1006
 LY1006.The dynamic height is computed by dividing the NAVD 88
 LY1006.geopotential number by the normal gravity value computed on the
 LY1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1006.degrees latitude (g = 980.6199 gals.).
 LY1006
 LY1006.The modeled gravity was interpolated from observed gravity values.
 LY1006
 LY1006;                    North         East    Units  Estimated Accuracy
 LY1006;SPC NY E     -   334,790.       97,780.      MT  (+/- 180 meters Scaled)
 LY1006
 LY1006                          SUPERSEDED SURVEY CONTROL
 LY1006
 LY1006  NGVD 29 (??/??/92)  254.653  (m)          835.47   (f) ADJ UNCH    1 2
 LY1006
 LY1006.Superseded values are not recommended for survey control.
 LY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1006.See file dsdata.txt to determine how the superseded data were derived.
 LY1006
 LY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM893327(NAD 83)
 LY1006_MARKER: DB = BENCH MARK DISK
 LY1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1006_STAMPING: B 142 1941
 LY1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1006+STABILITY: SURFACE MOTION
 LY1006
 LY1006  HISTORY     - Date     Condition        Report By
 LY1006  HISTORY     - 1941     MONUMENTED       CGS
 LY1006  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY1006
 LY1006                          STATION DESCRIPTION
 LY1006
 LY1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1006'AT LONG EDDY.
 LY1006'AT LONG EDDY, SULLIVAN COUNTY, ABOUT 0.3 MILE EAST ALONG THE
 LY1006'ERIE RAILROAD FROM THE STATION, ABOUT 108 FEET EAST OF MILEPOST
 LY1006'146, 20.5 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 25.7 FEET
 LY1006'NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, AND IN LINE
 LY1006'WITH THE SOUTH FACE OF THE BARN.  A STANDARD DISK, STAMPED
 LY1006'B 142 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LY1006'ABOUT 6 INCHES ABOVE GROUND.
 LY1006
 LY1006                          STATION RECOVERY (1982)
 LY1006
 LY1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1006'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 LY1006'BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0264 ***********************************************************************
 LY0264  DESIGNATION -  B 143
 LY0264  PID         -  LY0264
 LY0264  STATE/COUNTY-  NY/ORANGE
 LY0264  USGS QUAD   -  GOSHEN (1957)
 LY0264
 LY0264                         *CURRENT SURVEY CONTROL
 LY0264  ___________________________________________________________________
 LY0264* NAD 83(1986)-  41 28 03.     (N)    074 15 22.     (W)     SCALED    
 LY0264* NAVD 88     -       120.027  (meters)     393.79   (feet)  ADJUSTED  
 LY0264  ___________________________________________________________________
 LY0264  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY0264  DYNAMIC HT  -         119.980 (meters)     393.63  (feet)  COMP
 LY0264  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 LY0264
 LY0264  VERT ORDER  -  FIRST     CLASS II
 LY0264
 LY0264.The horizontal coordinates were scaled from a topographic map and have
 LY0264.an estimated accuracy of +/- 6 seconds.
 LY0264
 LY0264.The orthometric height was determined by differential leveling
 LY0264.and adjusted by the National Geodetic Survey in June 1991..
 LY0264
 LY0264.The geoid height was determined by GEOID03.
 LY0264
 LY0264.The dynamic height is computed by dividing the NAVD 88
 LY0264.geopotential number by the normal gravity value computed on the
 LY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0264.degrees latitude (g = 980.6199 gals.).
 LY0264
 LY0264.The modeled gravity was interpolated from observed gravity values.
 LY0264
 LY0264;                    North         East    Units  Estimated Accuracy
 LY0264;SPC NY E     -   292,490.      170,370.      MT  (+/- 180 meters Scaled)
 LY0264
 LY0264                          SUPERSEDED SURVEY CONTROL
 LY0264
 LY0264  NGVD 29 (??/??/92)  120.254  (m)          394.53   (f) ADJ UNCH    1 2
 LY0264
 LY0264.Superseded values are not recommended for survey control.
 LY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0264.See file dsdata.txt to determine how the superseded data were derived.
 LY0264
 LY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL621909(NAD 83)
 LY0264_MARKER: DB = BENCH MARK DISK
 LY0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0264_SP_SET: CULVERT
 LY0264_STAMPING: B 143 1941
 LY0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0264
 LY0264  HISTORY     - Date     Condition        Report By
 LY0264  HISTORY     - 1941     MONUMENTED       CGS
 LY0264  HISTORY     - 1950     GOOD             NGS
 LY0264  HISTORY     - 19950727 MARK NOT FOUND   USPSQD
 LY0264
 LY0264                          STATION DESCRIPTION
 LY0264
 LY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0264'0.5 MI NE FROM CAMPBELL HALL.
 LY0264'ABOUT 0.5 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM THE
 LY0264'STATION AT CAMPBELL HALL, ORANGE COUNTY, IN THE SOUTH QUARTER
 LY0264'OF A ROAD CROSSING, AT A CONCRETE CULVERT UNDER THE TRACKS, IN
 LY0264'THE SOUTHEAST CORNER OF THE SOUTHWEST HEAD WALL, 0.6 FOOT
 LY0264'NORTHWEST OF THE SOUTHEAST END, 18 FEET SOUTHEAST OF THE
 LY0264'SOUTHEAST RAIL, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 LY0264'11.6 FEET EAST OF THE CROSSING SIGN, AND ABOUT 0.5 FOOT LOWER
 LY0264'THAN THE TRACK.  A STANDARD DISK, STAMPED B 143 1941.
 LY0264
 LY0264                          STATION RECOVERY (1950)
 LY0264
 LY0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LY0264'RECOVERED IN GOOD CONDITION.
 LY0264
 LY0264                          STATION RECOVERY (1995)
 LY0264
 LY0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1546 ***********************************************************************
 LX1546  DESIGNATION -  B 144
 LX1546  PID         -  LX1546
 LX1546  STATE/COUNTY-  NY/ULSTER
 LX1546  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1546
 LX1546                         *CURRENT SURVEY CONTROL
 LX1546  ___________________________________________________________________
 LX1546* NAD 83(1986)-  41 44 10.     (N)    073 59 35.     (W)     SCALED    
 LX1546* NAVD 88     -        98.314  (meters)     322.55   (feet)  ADJUSTED  
 LX1546  ___________________________________________________________________
 LX1546  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX1546  DYNAMIC HT  -          98.278 (meters)     322.43  (feet)  COMP
 LX1546  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 LX1546
 LX1546  VERT ORDER  -  FIRST     CLASS II
 LX1546
 LX1546.The horizontal coordinates were scaled from a topographic map and have
 LX1546.an estimated accuracy of +/- 6 seconds.
 LX1546
 LX1546.The orthometric height was determined by differential leveling
 LX1546.and adjusted by the National Geodetic Survey in June 1991..
 LX1546
 LX1546.The geoid height was determined by GEOID03.
 LX1546
 LX1546.The dynamic height is computed by dividing the NAVD 88
 LX1546.geopotential number by the normal gravity value computed on the
 LX1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1546.degrees latitude (g = 980.6199 gals.).
 LX1546
 LX1546.The modeled gravity was interpolated from observed gravity values.
 LX1546
 LX1546;                    North         East    Units  Estimated Accuracy
 LX1546;SPC NY E     -   322,420.      192,170.      MT  (+/- 180 meters Scaled)
 LX1546
 LX1546                          SUPERSEDED SURVEY CONTROL
 LX1546
 LX1546  NGVD 29 (??/??/92)   98.578  (m)          323.42   (f) ADJ UNCH    1 2
 LX1546
 LX1546.Superseded values are not recommended for survey control.
 LX1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1546.See file dsdata.txt to determine how the superseded data were derived.
 LX1546
 LX1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM837209(NAD 83)
 LX1546_MARKER: DB = BENCH MARK DISK
 LX1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1546_SP_SET: CULVERT
 LX1546_STAMPING: B 144 1941
 LX1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1546
 LX1546  HISTORY     - Date     Condition        Report By
 LX1546  HISTORY     - 1941     MONUMENTED       CGS
 LX1546  HISTORY     - 1978     GOOD             NGS
 LX1546
 LX1546                          STATION DESCRIPTION
 LX1546
 LX1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LX1546'2.1 MI NW FROM HIGHLAND.
 LX1546'ABOUT 2.1 MILES NORTHWEST ALONG THE NEW YORK, NEW HAVEN AND
 LX1546'HARTFORD RAILROAD FROM THE STATION AT HIGHLAND, ULSTER COUNTY,
 LX1546'ABOUT 9-1/2 RAILS EAST OF SIGNAL TOWER ED-25-1, AT A LARGE ARCH
 LX1546'CONCRETE CULVERT UNDER THE TRACKS, IN THE WEST CORNER OF THE
 LX1546'NORTH HEAD WALL, 4.8 FEET EAST OF THE WEST END, 0.6 FOOT SOUTH
 LX1546'OF THE NORTH EDGE, 26.4 FEET NORTH OF THE NORTH RAIL OF THE
 LX1546'NORTH TRACK, AND ABOUT 12 FEET LOWER THAN THE TRACK.  A STANDARD
 LX1546'DISK, STAMPED B 144 1941.
 LX1546
 LX1546                          STATION RECOVERY (1978)
 LX1546
 LX1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0933 ***********************************************************************
 OF0933  DESIGNATION -  B 145 RESET 1961
 OF0933  PID         -  OF0933
 OF0933  STATE/COUNTY-  NY/WAYNE
 OF0933  USGS QUAD   -  PALMYRA (1952)
 OF0933
 OF0933                         *CURRENT SURVEY CONTROL
 OF0933  ___________________________________________________________________
 OF0933* NAD 83(1986)-  43 04 58.     (N)    077 12 49.     (W)     SCALED    
 OF0933* NAVD 88     -       146.39   (+/-2cm)     480.3    (feet)  VERTCON   
 OF0933  ___________________________________________________________________
 OF0933  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OF0933
 OF0933  VERT ORDER  -  THIRD (See Below)
 OF0933
 OF0933.The horizontal coordinates were scaled from a topographic map and have
 OF0933.an estimated accuracy of +/- 6 seconds.
 OF0933
 OF0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0933.The vertical order pertains to the NGVD 29 superseded value.
 OF0933
 OF0933.The geoid height was determined by GEOID03.
 OF0933
 OF0933;                    North         East    Units  Estimated Accuracy
 OF0933;SPC NY C     -   342,560.      198,680.      MT  (+/- 180 meters Scaled)
 OF0933
 OF0933                          SUPERSEDED SURVEY CONTROL
 OF0933
 OF0933  NGVD 29 (09/01/04)  146.57   (m)          480.9    (f) RESET       3  
 OF0933
 OF0933.Superseded values are not recommended for survey control.
 OF0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0933.See file dsdata.txt to determine how the superseded data were derived.
 OF0933
 OF0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN198723(NAD 83)
 OF0933_MARKER: DB = BENCH MARK DISK
 OF0933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0933_SP_SET: CULVERT
 OF0933_STAMPING: B 145 RESET 1961
 OF0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0933
 OF0933  HISTORY     - Date     Condition        Report By
 OF0933  HISTORY     - 1961     MONUMENTED       NYDPW
 OF0933  HISTORY     - 20031018 GOOD             USPSQD
 OF0933
 OF0933                          STATION DESCRIPTION
 OF0933
 OF0933'DESCRIBED BY NY DEPT OF PUB WORKS 1961
 OF0933'1.9 MI NE FROM PALMYRA.
 OF0933'THIS MARK IS LOCATED ABOUT 1.9 MILES NORTHEAST ALONG STATE HIGHWAY
 OF0933'21 FROM THE CITY HALL AT PALMYRA, ABOUT 250 FEET NORTH OF AN OLD
 OF0933'BRICK HOUSE, NEAR THE SOUTHEAST CORNER OF A LARGE APPLE ORCHARD, AND
 OF0933'SET HORIZONTALLY IN THE CENTER OF THE WEST HEADWALL OF A 24 IN.
 OF0933'DIAMETER PIPE CULVERT, 34 FEET WEST OF AND ABOUT 4.5 FEET BELOW
 OF0933'THE CENTERLINE OF THE HIGHWAY.
 OF0933
 OF0933                          STATION RECOVERY (2003)
 OF0933
 OF0933'RECOVERY NOTE BY US POWER SQUADRON 2003
 OF0933'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0889 ***********************************************************************
 OF0889  DESIGNATION -  B 147
 OF0889  PID         -  OF0889
 OF0889  STATE/COUNTY-  NY/WAYNE
 OF0889  USGS QUAD   -  MACEDON (1976)
 OF0889
 OF0889                         *CURRENT SURVEY CONTROL
 OF0889  ___________________________________________________________________
 OF0889* NAD 83(1986)-  43 02 31.     (N)    077 20 27.     (W)     SCALED    
 OF0889* NAVD 88     -       162.985  (meters)     534.73   (feet)  ADJUSTED  
 OF0889  ___________________________________________________________________
 OF0889  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OF0889  DYNAMIC HT  -         162.942 (meters)     534.59  (feet)  COMP
 OF0889  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 OF0889
 OF0889  VERT ORDER  -  SECOND    CLASS 0
 OF0889
 OF0889.The horizontal coordinates were scaled from a topographic map and have
 OF0889.an estimated accuracy of +/- 6 seconds.
 OF0889
 OF0889.The orthometric height was determined by differential leveling
 OF0889.and adjusted by the National Geodetic Survey in June 1991..
 OF0889
 OF0889.The geoid height was determined by GEOID03.
 OF0889
 OF0889.The dynamic height is computed by dividing the NAVD 88
 OF0889.geopotential number by the normal gravity value computed on the
 OF0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0889.degrees latitude (g = 980.6199 gals.).
 OF0889
 OF0889.The modeled gravity was interpolated from observed gravity values.
 OF0889
 OF0889;                    North         East    Units  Estimated Accuracy
 OF0889;SPC NY C     -   338,110.      188,280.      MT  (+/- 180 meters Scaled)
 OF0889
 OF0889                          SUPERSEDED SURVEY CONTROL
 OF0889
 OF0889  NGVD 29 (??/??/92)  163.157  (m)          535.29   (f) ADJ UNCH    2 0
 OF0889
 OF0889.Superseded values are not recommended for survey control.
 OF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0889.See file dsdata.txt to determine how the superseded data were derived.
 OF0889
 OF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN093681(NAD 83)
 OF0889_MARKER: DB = BENCH MARK DISK
 OF0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0889_STAMPING: B 147 1942
 OF0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0889+STABILITY: SURFACE MOTION
 OF0889
 OF0889  HISTORY     - Date     Condition        Report By
 OF0889  HISTORY     - 1942     MONUMENTED       CGS
 OF0889  HISTORY     - 19890910 MARK NOT FOUND   USPSQD
 OF0889  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 OF0889
 OF0889                          STATION DESCRIPTION
 OF0889
 OF0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0889'2.8 MI SW FROM MACEDON.
 OF0889'2.8 MILES SOUTHWEST ALONG THE ROAD TO VICTOR VIA BROWNSVILLE.
 OF0889'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 31 AND NO. 350
 OF0889'AT MACEDON, PROCEED WESTERLY ON STATE HIGHWAY NO. 31, GO 0.8 MILE
 OF0889'TO THE INTERSECTION OF ROAD TO BROWNSVILLE, TURN SOUTHWESTERLY, GO
 OF0889'1.9 MILES TO STEEL BRIDGE, CROSS BRIDGE AND GO 0.1 MILE TO A
 OF0889'FORK IN ROAD AND SITE OF BENCH MARK.
 OF0889'BENCH MARK IS ABOUT 78 FEET SOUTH OF THE CENTER OF THE INTERSECTION,
 OF0889'32 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET
 OF0889'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 8
 OF0889'FEET NORTH OF A 12 INCH ELM TREE, 3 FEET SOUTH OF A 4 BY 4 INCH
 OF0889'WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FEET.
 OF0889
 OF0889                          STATION RECOVERY (1989)
 OF0889
 OF0889'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0889'MARK NOT FOUND.
 OF0889
 OF0889                          STATION RECOVERY (2001)
 OF0889
 OF0889'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 OF0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0919 ***********************************************************************
 OF0919  DESIGNATION -  B 148
 OF0919  PID         -  OF0919
 OF0919  STATE/COUNTY-  NY/WAYNE
 OF0919  USGS QUAD   -  MACEDON (1976)
 OF0919
 OF0919                         *CURRENT SURVEY CONTROL
 OF0919  ___________________________________________________________________
 OF0919* NAD 83(1986)-  43 03 21.     (N)    077 16 40.     (W)     SCALED    
 OF0919* NAVD 88     -       146.444  (meters)     480.46   (feet)  ADJUSTED  
 OF0919  ___________________________________________________________________
 OF0919  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OF0919  DYNAMIC HT  -         146.406 (meters)     480.33  (feet)  COMP
 OF0919  MODELED GRAV-     980,354.8   (mgal)                       NAVD 88
 OF0919
 OF0919  VERT ORDER  -  SECOND    CLASS 0
 OF0919
 OF0919.The horizontal coordinates were scaled from a topographic map and have
 OF0919.an estimated accuracy of +/- 6 seconds.
 OF0919
 OF0919.The orthometric height was determined by differential leveling
 OF0919.and adjusted by the National Geodetic Survey in June 1991..
 OF0919
 OF0919.The geoid height was determined by GEOID03.
 OF0919
 OF0919.The dynamic height is computed by dividing the NAVD 88
 OF0919.geopotential number by the normal gravity value computed on the
 OF0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0919.degrees latitude (g = 980.6199 gals.).
 OF0919
 OF0919.The modeled gravity was interpolated from observed gravity values.
 OF0919
 OF0919;                    North         East    Units  Estimated Accuracy
 OF0919;SPC NY C     -   339,610.      193,430.      MT  (+/- 180 meters Scaled)
 OF0919
 OF0919                          SUPERSEDED SURVEY CONTROL
 OF0919
 OF0919  NGVD 29 (??/??/92)  146.622  (m)          481.04   (f) ADJ UNCH    2 0
 OF0919
 OF0919.Superseded values are not recommended for survey control.
 OF0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0919.See file dsdata.txt to determine how the superseded data were derived.
 OF0919
 OF0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN145695(NAD 83)
 OF0919_MARKER: DB = BENCH MARK DISK
 OF0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0919_SP_SET: BRIDGE
 OF0919_STAMPING: B 148 1942
 OF0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0919
 OF0919  HISTORY     - Date     Condition        Report By
 OF0919  HISTORY     - 1942     MONUMENTED       CGS
 OF0919  HISTORY     - 19880525 GOOD             USPSQD
 OF0919  HISTORY     - 19890910 GOOD             USPSQD
 OF0919
 OF0919                          STATION DESCRIPTION
 OF0919
 OF0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0919'1.8 MI SE FROM MACEDON.
 OF0919'TO REACH FROM THE INTERSECTION OF MAIN AND ERIE STREETS AT MACEDON,
 OF0919'PROCEED SOUTH ON ERIE STREET ROAD, GO 0.8 MILE TO INTERSECTION
 OF0919'OF GRAVELED ROAD LEADING EAST, TURN EAST (LEFT) ON TO GRAVELED
 OF0919'ROAD AND GO 1.0 MILE TO INTERSECTION OF NORTH-SOUTH PAVED ROAD AND
 OF0919'SITE OF BENCH MARK.
 OF0919'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH WINGWALL AT
 OF0919'THE WEST END OF A SMALL CONCRETE BRIDGE, 90 FEET SOUTH OF THE
 OF0919'CENTER OF THE INTERSECTION, 15 FEET WEST OF AND ABOUT ONE FOOT BELOW
 OF0919'THE CENTER LINE OF THE ROAD.
 OF0919
 OF0919                          STATION RECOVERY (1988)
 OF0919
 OF0919'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 OF0919'RECOVERED IN GOOD CONDITION.
 OF0919
 OF0919                          STATION RECOVERY (1989)
 OF0919
 OF0919'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0860 ***********************************************************************
 OF0860  DESIGNATION -  B 149
 OF0860  PID         -  OF0860
 OF0860  STATE/COUNTY-  NY/WAYNE
 OF0860  USGS QUAD   -  PULTNEYVILLE (1978)
 OF0860
 OF0860                         *CURRENT SURVEY CONTROL
 OF0860  ___________________________________________________________________
 OF0860* NAD 83(1986)-  43 16 48.     (N)    077 12 21.     (W)     SCALED    
 OF0860* NAVD 88     -        85.375  (meters)     280.10   (feet)  ADJUSTED  
 OF0860  ___________________________________________________________________
 OF0860  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF0860  DYNAMIC HT  -          85.357 (meters)     280.04  (feet)  COMP
 OF0860  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 OF0860
 OF0860  VERT ORDER  -  SECOND    CLASS 0
 OF0860
 OF0860.The horizontal coordinates were scaled from a topographic map and have
 OF0860.an estimated accuracy of +/- 6 seconds.
 OF0860
 OF0860.The orthometric height was determined by differential leveling
 OF0860.and adjusted by the National Geodetic Survey in June 1991..
 OF0860
 OF0860.The geoid height was determined by GEOID03.
 OF0860
 OF0860.The dynamic height is computed by dividing the NAVD 88
 OF0860.geopotential number by the normal gravity value computed on the
 OF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0860.degrees latitude (g = 980.6199 gals.).
 OF0860
 OF0860.The modeled gravity was interpolated from observed gravity values.
 OF0860
 OF0860;                    North         East    Units  Estimated Accuracy
 OF0860;SPC NY C     -   364,460.      199,480.      MT  (+/- 180 meters Scaled)
 OF0860
 OF0860                          SUPERSEDED SURVEY CONTROL
 OF0860
 OF0860  NGVD 29 (??/??/92)   85.575  (m)          280.76   (f) ADJ UNCH    2 0
 OF0860
 OF0860.Superseded values are not recommended for survey control.
 OF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0860.See file dsdata.txt to determine how the superseded data were derived.
 OF0860
 OF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN210942(NAD 83)
 OF0860_MARKER: DB = BENCH MARK DISK
 OF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0860_STAMPING: B 149 1942
 OF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0860+STABILITY: SURFACE MOTION
 OF0860
 OF0860  HISTORY     - Date     Condition        Report By
 OF0860  HISTORY     - 1942     MONUMENTED       CGS
 OF0860  HISTORY     - 1968     MARK NOT FOUND   NGS
 OF0860  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF0860  HISTORY     - 19991128 MARK NOT FOUND   USPSQD
 OF0860
 OF0860                          STATION DESCRIPTION
 OF0860
 OF0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0860'1.0 MI W FROM PULTNEYVILLE.
 OF0860'TO REACH FROM THE INTERSECITON OF STATE HIGHWAY NO. 21 AT
 OF0860'PULTNEYVILLE, PROCEED WEST ON PAVED ROAD AND GO 1.0 MILE TO A LARGE
 OF0860'STUCCO COVERED HOUSE AND SITE OF BENCH MARK BENCH MARK IS 36 FEET EAST
 OF0860'OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 30 FEET SOUTH OF AND
 OF0860'ABOUT THE SAME ELEVATIN AS THE CENTERLINE OF THE ROAD, 24 FEET
 OF0860'SOUTHWEST OF THE SOUTH END OF A SMALL CULVERT, 18 FEET EAST OF  A
 OF0860'LARGE  ELM TREE AND 3 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 OF0860'MONUMENT PROJECTS 0.5 FEET.
 OF0860
 OF0860                          STATION RECOVERY (1968)
 OF0860
 OF0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OF0860'MARK NOT FOUND.
 OF0860
 OF0860                          STATION RECOVERY (1984)
 OF0860
 OF0860'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0860'MARK NOT FOUND.
 OF0860
 OF0860                          STATION RECOVERY (1999)
 OF0860
 OF0860'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0437 ***********************************************************************
 KU0437  DESIGNATION -  B 15 USE
 KU0437  PID         -  KU0437
 KU0437  STATE/COUNTY-  NY/SUFFOLK
 KU0437  USGS QUAD   -  HUNTINGTON (1979)
 KU0437
 KU0437                         *CURRENT SURVEY CONTROL
 KU0437  ___________________________________________________________________
 KU0437* NAD 83(1986)-  40 52 16.     (N)    073 25 30.     (W)     SCALED    
 KU0437* NAVD 88     -        16.230  (meters)      53.25   (feet)  ADJUSTED  
 KU0437  ___________________________________________________________________
 KU0437  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU0437  DYNAMIC HT  -          16.225 (meters)      53.23  (feet)  COMP
 KU0437  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 KU0437
 KU0437  VERT ORDER  -  SECOND    CLASS 0
 KU0437
 KU0437.The horizontal coordinates were scaled from a topographic map and have
 KU0437.an estimated accuracy of +/- 6 seconds.
 KU0437
 KU0437.The orthometric height was determined by differential leveling
 KU0437.and adjusted by the National Geodetic Survey in June 1991..
 KU0437
 KU0437.The geoid height was determined by GEOID03.
 KU0437
 KU0437.The dynamic height is computed by dividing the NAVD 88
 KU0437.geopotential number by the normal gravity value computed on the
 KU0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0437.degrees latitude (g = 980.6199 gals.).
 KU0437
 KU0437.The modeled gravity was interpolated from observed gravity values.
 KU0437
 KU0437;                    North         East    Units  Estimated Accuracy
 KU0437;SPC NY L     -    78,390.      348,470.      MT  (+/- 180 meters Scaled)
 KU0437
 KU0437                          SUPERSEDED SURVEY CONTROL
 KU0437
 KU0437  NGVD 29 (??/??/92)   16.549  (m)           54.29   (f) ADJ UNCH    2 0
 KU0437
 KU0437.Superseded values are not recommended for survey control.
 KU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0437.See file dsdata.txt to determine how the superseded data were derived.
 KU0437
 KU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327256(NAD 83)
 KU0437_MARKER: DD = SURVEY DISK
 KU0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0437_SP_SET: STEPS
 KU0437_STAMPING: EL 55 B 15 1931
 KU0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0437
 KU0437  HISTORY     - Date     Condition        Report By
 KU0437  HISTORY     - 1931     MONUMENTED       DOD
 KU0437  HISTORY     - 1932     GOOD             NGS
 KU0437  HISTORY     - 1938     GOOD             NGS
 KU0437  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0437  HISTORY     - 20031105 MARK NOT FOUND   NGS
 KU0437
 KU0437                          STATION DESCRIPTION
 KU0437
 KU0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0437'AT HUNTINGTON.
 KU0437'AT HUNTINGTON, SUFFOLK COUNTY, ON MAIN STREET, ONE BLOCK EAST
 KU0437'OF NEW YORK AVENUE, 55 FEET SOUTH OF THE CENTERLINE OF THE
 KU0437'STREET, AT THE MAIN STREET ENTRANCE TO THE CENTRAL PRESBYTERIAN
 KU0437'CHURCH, IN THE TOP OF THE WEST GRANITE WALL OF THE STEPS, 4
 KU0437'FEET FROM THE NORTHWEST CORNER OF A TOWER, 1 FOOT NORTH OF THE
 KU0437'NORTH FACE OF THE TOWER, AND 2.2 FEET ABOVE THE GROUND.  A CORPS
 KU0437'OF ENGINEERS, U.S. ARMY, STANDARD MAP-CONTROL STATION DISK,
 KU0437'STAMPED EL 55 B 15 1931.
 KU0437
 KU0437                          STATION RECOVERY (1938)
 KU0437
 KU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KU0437'RECOVERED IN GOOD CONDITION.
 KU0437
 KU0437                          STATION RECOVERY (1985)
 KU0437
 KU0437'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU0437'MARK NOT FOUND.
 KU0437
 KU0437                          STATION RECOVERY (2003)
 KU0437
 KU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU0437'MARK BELIEVED REMOVED WHEN CHURCH WAS REBUILT. LATEST CORNERSTONE HAS
 KU0437'DATE OF 1968. NO CHURCH OFFICIAL WAS AVAILABLE TO DISCUSS THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1001 ***********************************************************************
 OF1001  DESIGNATION -  B 150
 OF1001  PID         -  OF1001
 OF1001  STATE/COUNTY-  NY/MONROE
 OF1001  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1001
 OF1001                         *CURRENT SURVEY CONTROL
 OF1001  ___________________________________________________________________
 OF1001* NAD 83(1986)-  43 16 12.     (N)    077 42 58.     (W)     SCALED    
 OF1001* NAVD 88     -        84.225  (meters)     276.33   (feet)  ADJUSTED  
 OF1001  ___________________________________________________________________
 OF1001  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1001  DYNAMIC HT  -          84.206 (meters)     276.27  (feet)  COMP
 OF1001  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 OF1001
 OF1001  VERT ORDER  -  FIRST     CLASS II
 OF1001
 OF1001.The horizontal coordinates were scaled from a topographic map and have
 OF1001.an estimated accuracy of +/- 6 seconds.
 OF1001
 OF1001.The orthometric height was determined by differential leveling
 OF1001.and adjusted by the National Geodetic Survey in September 1994..
 OF1001
 OF1001.The geoid height was determined by GEOID03.
 OF1001
 OF1001.The dynamic height is computed by dividing the NAVD 88
 OF1001.geopotential number by the normal gravity value computed on the
 OF1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1001.degrees latitude (g = 980.6199 gals.).
 OF1001
 OF1001.The modeled gravity was interpolated from observed gravity values.
 OF1001
 OF1001;                    North         East    Units  Estimated Accuracy
 OF1001;SPC NY W     -   363,530.      420,400.      MT  (+/- 180 meters Scaled)
 OF1001
 OF1001                          SUPERSEDED SURVEY CONTROL
 OF1001
 OF1001  NAVD 88 (06/15/91)   84.234  (m)          276.36   (f) UNKNOWN     1 2
 OF1001  NGVD 29 (??/??/92)   84.422  (m)          276.97   (f) ADJ UNCH    1 2
 OF1001
 OF1001.Superseded values are not recommended for survey control.
 OF1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1001.See file dsdata.txt to determine how the superseded data were derived.
 OF1001
 OF1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN795943(NAD 83)
 OF1001_MARKER: DB = BENCH MARK DISK
 OF1001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1001_SP_SET: CULVERT
 OF1001_STAMPING: B 150 1942
 OF1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1001
 OF1001  HISTORY     - Date     Condition        Report By
 OF1001  HISTORY     - 1942     MONUMENTED       CGS
 OF1001  HISTORY     - 20010331 GOOD             NGS
 OF1001
 OF1001                          STATION DESCRIPTION
 OF1001
 OF1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF1001'1.0 MI E FROM GREECE STATION.
 OF1001'TO REACH FROM GREECE STATION GO ABOUT 1.0 MILES EASTERLY ALONG NEW
 OF1001'YORK CENTRAIL RAIL ROAD TO INTERSECTION OF RAIL ROAD AND FLYNN ROAD
 OF1001'TO SITE BENCH MARK.
 OF1001'BENCH MARK IS ABOUT 330.0 FEET WEST OF CENTERLINE OF FLYNN RAILROAD,
 OF1001'ABOUT 12.0 FEET SOUTH OF AND 2.0 FOOT BELOW CENTERLINE OF RAIL
 OF1001'ROAD IN SOUTH END OF HEADWALL OF ROCK CONCRETE RAIL ROAD CULVERT.
 OF1001
 OF1001                          STATION RECOVERY (2001)
 OF1001
 OF1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF1001'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0818 ***********************************************************************
 OF0818  DESIGNATION -  B 152
 OF0818  PID         -  OF0818
 OF0818  STATE/COUNTY-  NY/WAYNE
 OF0818  USGS QUAD   -  ONTARIO (1978)
 OF0818
 OF0818                         *CURRENT SURVEY CONTROL
 OF0818  ___________________________________________________________________
 OF0818* NAD 83(1986)-  43 13 52.     (N)    077 15 08.     (W)     SCALED    
 OF0818* NAVD 88     -       125.084  (meters)     410.38   (feet)  ADJUSTED  
 OF0818  ___________________________________________________________________
 OF0818  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OF0818  DYNAMIC HT  -         125.055 (meters)     410.28  (feet)  COMP
 OF0818  MODELED GRAV-     980,389.1   (mgal)                       NAVD 88
 OF0818
 OF0818  VERT ORDER  -  SECOND    CLASS 0
 OF0818
 OF0818.The horizontal coordinates were scaled from a topographic map and have
 OF0818.an estimated accuracy of +/- 6 seconds.
 OF0818
 OF0818.The orthometric height was determined by differential leveling
 OF0818.and adjusted by the National Geodetic Survey in June 1991..
 OF0818
 OF0818.The geoid height was determined by GEOID03.
 OF0818
 OF0818.The dynamic height is computed by dividing the NAVD 88
 OF0818.geopotential number by the normal gravity value computed on the
 OF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0818.degrees latitude (g = 980.6199 gals.).
 OF0818
 OF0818.The modeled gravity was interpolated from observed gravity values.
 OF0818
 OF0818;                    North         East    Units  Estimated Accuracy
 OF0818;SPC NY C     -   359,060.      195,670.      MT  (+/- 180 meters Scaled)
 OF0818
 OF0818                          SUPERSEDED SURVEY CONTROL
 OF0818
 OF0818  NGVD 29 (??/??/92)  125.285  (m)          411.04   (f) ADJ UNCH    2 0
 OF0818
 OF0818.Superseded values are not recommended for survey control.
 OF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0818.See file dsdata.txt to determine how the superseded data were derived.
 OF0818
 OF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN171889(NAD 83)
 OF0818_MARKER: DB = BENCH MARK DISK
 OF0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0818_SP_SET: CULVERT
 OF0818_STAMPING: B 152 1942
 OF0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0818
 OF0818  HISTORY     - Date     Condition        Report By
 OF0818  HISTORY     - 1942     MONUMENTED       CGS
 OF0818  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0818
 OF0818                          STATION DESCRIPTION
 OF0818
 OF0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0818'1.6 MI E FROM ONTARIO.
 OF0818'1.6 MILES EAST ALONG TEH NEW YORK CENTRAL R.R. FROM STATION.
 OF0818'BENCH MARK IS AT A ROAD CROSSING, ABOUT 0.34 MILE EAST OF MILE POST
 OF0818'NO. 75, 30 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 OF0818'12 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF THE
 OF0818'RAILROAD AND SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE
 OF0818'SOUTH CONCRETE HEADWALL OF A CAST IRON PIPE CULVERT UNDER THE
 OF0818'RAILROAD.
 OF0818
 OF0818                          STATION RECOVERY (2001)
 OF0818
 OF0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0818'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0469 ***********************************************************************
 NC0469  DESIGNATION -  B 15.20 L
 NC0469  PID         -  NC0469
 NC0469  STATE/COUNTY-  NY/ERIE
 NC0469  USGS QUAD   -  COLDEN (1979)
 NC0469
 NC0469                         *CURRENT SURVEY CONTROL
 NC0469  ___________________________________________________________________
 NC0469* NAD 83(1986)-  42 41 44.     (N)    078 41 21.     (W)     SCALED    
 NC0469* NAVD 88     -       300.983  (meters)     987.48   (feet)  ADJUSTED  
 NC0469  ___________________________________________________________________
 NC0469  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NC0469  DYNAMIC HT  -         300.887 (meters)     987.16  (feet)  COMP
 NC0469  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 NC0469
 NC0469  VERT ORDER  -  FIRST     CLASS I
 NC0469
 NC0469.The horizontal coordinates were scaled from a topographic map and have
 NC0469.an estimated accuracy of +/- 6 seconds.
 NC0469
 NC0469.The orthometric height was determined by differential leveling
 NC0469.and adjusted by the National Geodetic Survey in June 1991..
 NC0469
 NC0469.The geoid height was determined by GEOID03.
 NC0469
 NC0469.The dynamic height is computed by dividing the NAVD 88
 NC0469.geopotential number by the normal gravity value computed on the
 NC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0469.degrees latitude (g = 980.6199 gals.).
 NC0469
 NC0469.The modeled gravity was interpolated from observed gravity values.
 NC0469
 NC0469;                    North         East    Units  Estimated Accuracy
 NC0469;SPC NY W     -   299,360.      341,330.      MT  (+/- 180 meters Scaled)
 NC0469
 NC0469                          SUPERSEDED SURVEY CONTROL
 NC0469
 NC0469  NGVD 29 (??/??/92)  301.138  (m)          987.98   (f) ADJ UNCH    1 1
 NC0469
 NC0469.Superseded values are not recommended for survey control.
 NC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0469.See file dsdata.txt to determine how the superseded data were derived.
 NC0469
 NC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH892295(NAD 83)
 NC0469_MARKER: DD = SURVEY DISK
 NC0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0469_SP_SET: CULVERT
 NC0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0469+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 NC0469
 NC0469  HISTORY     - Date     Condition        Report By
 NC0469  HISTORY     - UNK      MONUMENTED       BORR
 NC0469  HISTORY     - 1967     GOOD             NGS
 NC0469  HISTORY     - 20030513 GOOD             NYDT
 NC0469
 NC0469                          STATION DESCRIPTION
 NC0469
 NC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0469'3.7 MI N FROM COLDEN.
 NC0469'ABOUT 3.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0469'BOSTON-COLDEN ROAD OVERPASS AT COLDEN, 0.4 MILE NORTH OF THE CROSSING
 NC0469'OF BURR ROAD, SET ON THE TOP AND ABOUT IN THE CENTER OF THE EAST
 NC0469'CONCRETE HEAD WALL OF A 10-FOOT ARCHED CULVERT FOR PIPE CREEK, AT
 NC0469'MILEAGE B 15.20, 13.7 FEET EAST OF THE EAST RAIL AND 1 FOOT BELOW THE
 NC0469'LEVEL OF THE TRACK.
 NC0469
 NC0469                          STATION RECOVERY (2003)
 NC0469
 NC0469'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (GLE)
 NC0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0696 ***********************************************************************
 OF0696  DESIGNATION -  B 153
 OF0696  PID         -  OF0696
 OF0696  STATE/COUNTY-  NY/WAYNE
 OF0696  USGS QUAD   -  WOLCOTT (1978)
 OF0696
 OF0696                         *CURRENT SURVEY CONTROL
 OF0696  ___________________________________________________________________
 OF0696* NAD 83(1986)-  43 09 38.     (N)    076 46 33.     (W)     SCALED    
 OF0696* NAVD 88     -       129.320  (meters)     424.28   (feet)  ADJUSTED  
 OF0696  ___________________________________________________________________
 OF0696  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OF0696  DYNAMIC HT  -         129.290 (meters)     424.18  (feet)  COMP
 OF0696  MODELED GRAV-     980,381.7   (mgal)                       NAVD 88
 OF0696
 OF0696  VERT ORDER  -  SECOND    CLASS 0
 OF0696
 OF0696.The horizontal coordinates were scaled from a topographic map and have
 OF0696.an estimated accuracy of +/- 6 seconds.
 OF0696
 OF0696.The orthometric height was determined by differential leveling
 OF0696.and adjusted by the National Geodetic Survey in June 1991..
 OF0696
 OF0696.The geoid height was determined by GEOID03.
 OF0696
 OF0696.The dynamic height is computed by dividing the NAVD 88
 OF0696.geopotential number by the normal gravity value computed on the
 OF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0696.degrees latitude (g = 980.6199 gals.).
 OF0696
 OF0696.The modeled gravity was interpolated from observed gravity values.
 OF0696
 OF0696;                    North         East    Units  Estimated Accuracy
 OF0696;SPC NY C     -   351,020.      234,350.      MT  (+/- 180 meters Scaled)
 OF0696
 OF0696                          SUPERSEDED SURVEY CONTROL
 OF0696
 OF0696  NGVD 29 (??/??/92)  129.513  (m)          424.91   (f) ADJ UNCH    2 0
 OF0696
 OF0696.Superseded values are not recommended for survey control.
 OF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0696.See file dsdata.txt to determine how the superseded data were derived.
 OF0696
 OF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN556801(NAD 83)
 OF0696_MARKER: DB = BENCH MARK DISK
 OF0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0696_SP_SET: CULVERT
 OF0696_STAMPING: B 153 1942
 OF0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0696
 OF0696  HISTORY     - Date     Condition        Report By
 OF0696  HISTORY     - 1942     MONUMENTED       CGS
 OF0696  HISTORY     - 1969     GOOD             KONSKI
 OF0696  HISTORY     - 19950623 MARK NOT FOUND   USPSQD
 OF0696
 OF0696                          STATION DESCRIPTION
 OF0696
 OF0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0696'4.8 MI SE FROM WOLCOTT.
 OF0696'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO.104 AND STATE
 OF0696'HIGHWAY NO.89 PROCEED SOUTHEASTERLY ON STATE HIGHWAY NO.89 AND GO
 OF0696'3.9 MILES TO THE INTERSECTION OF THE ROAD TO BUTLER CENTER AND SITE
 OF0696'OF BENCH.
 OF0696'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF THE SOUTH
 OF0696'HEADWALL OF A CONCRETE CULVERT, IT IS ABOUT 0.5 MILE SOUTHWEST OF
 OF0696'BUTLER CENTER, AND AT THE NORTHEAST POINT OF A TRIANGLE AT CROSSROAD,
 OF0696'15 FEET SOUTH OF AND ABOUT ONE FOOT BELOW THE CENTER LINE OF THE
 OF0696'EAST-WEST ROAD, 15 FEET NORTHWEST OF THE CENTER LINE OF THE
 OF0696'NORTHEAST-SOUTHWEST ROAD.
 OF0696
 OF0696                          STATION RECOVERY (1969)
 OF0696
 OF0696'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0696'RECOVERED IN GOOD CONDITION.
 OF0696
 OF0696                          STATION RECOVERY (1995)
 OF0696
 OF0696'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0767 ***********************************************************************
 OF0767  DESIGNATION -  B 154
 OF0767  PID         -  OF0767
 OF0767  STATE/COUNTY-  NY/WAYNE
 OF0767  USGS QUAD   -  LYONS (1978)
 OF0767
 OF0767                         *CURRENT SURVEY CONTROL
 OF0767  ___________________________________________________________________
 OF0767* NAD 83(1986)-  43 04 29.     (N)    076 57 28.     (W)     SCALED    
 OF0767* NAVD 88     -       123.182  (meters)     404.14   (feet)  ADJUSTED  
 OF0767  ___________________________________________________________________
 OF0767  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OF0767  DYNAMIC HT  -         123.151 (meters)     404.04  (feet)  COMP
 OF0767  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OF0767
 OF0767  VERT ORDER  -  SECOND    CLASS 0
 OF0767
 OF0767.The horizontal coordinates were scaled from a topographic map and have
 OF0767.an estimated accuracy of +/- 6 seconds.
 OF0767
 OF0767.The orthometric height was determined by differential leveling
 OF0767.and adjusted by the National Geodetic Survey in June 1991..
 OF0767
 OF0767.The geoid height was determined by GEOID03.
 OF0767
 OF0767.The dynamic height is computed by dividing the NAVD 88
 OF0767.geopotential number by the normal gravity value computed on the
 OF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0767.degrees latitude (g = 980.6199 gals.).
 OF0767
 OF0767.The modeled gravity was interpolated from observed gravity values.
 OF0767
 OF0767;                    North         East    Units  Estimated Accuracy
 OF0767;SPC NY C     -   341,540.      219,510.      MT  (+/- 180 meters Scaled)
 OF0767
 OF0767                          SUPERSEDED SURVEY CONTROL
 OF0767
 OF0767  NGVD 29 (??/??/92)  123.371  (m)          404.76   (f) ADJ UNCH    2 0
 OF0767
 OF0767.Superseded values are not recommended for survey control.
 OF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0767.See file dsdata.txt to determine how the superseded data were derived.
 OF0767
 OF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN406709(NAD 83)
 OF0767_MARKER: DB = BENCH MARK DISK
 OF0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0767_SP_SET: CULVERT
 OF0767_STAMPING: B 154 1942
 OF0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0767
 OF0767  HISTORY     - Date     Condition        Report By
 OF0767  HISTORY     - 1942     MONUMENTED       CGS
 OF0767  HISTORY     - 1969     MARK NOT FOUND   KONSKI
 OF0767
 OF0767                          STATION DESCRIPTION
 OF0767
 OF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0767'2.5 MI E FROM LYONS.
 OF0767'TO REACH FROM INTERSECTION OF STATE HIGH WAY NO. 31 AND STATE HIGH
 OF0767'WAY NO. 14 IN LYONS, GO ABOUT 2.5 MILES EASTERLY TO A CROSS ROAD AND
 OF0767'A 6.0 FOOT CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS IN
 OF0767'NORTH WEST CORNER OF SOUTH WEST HEAD WALL OF 6.0 FOOT CONCRETE
 OF0767'CULVERT UNDER GRAVEL ROAD TO SOUTH. ABOUT 18.0 FEET SOUTH OF AND 0.5
 OF0767'OF FOOT BELOW CENTER LINE OF PAVEMENT, ABOUT 20.0 FEET WEST OF CENTER
 OF0767'LINE OF GRAVEL ROAD. SET HORIZONTAL AND FLUSH. NOTE--ROAD WORK IN
 OF0767'AREA.
 OF0767
 OF0767                          STATION RECOVERY (1969)
 OF0767
 OF0767'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0900 ***********************************************************************
 NB0900  DESIGNATION -  B 155
 NB0900  PID         -  NB0900
 NB0900  STATE/COUNTY-  NY/ONTARIO
 NB0900  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0900
 NB0900                         *CURRENT SURVEY CONTROL
 NB0900  ___________________________________________________________________
 NB0900* NAD 83(1986)-  42 54 07.     (N)    077 14 46.     (W)     SCALED    
 NB0900* NAVD 88     -       211.122  (meters)     692.66   (feet)  ADJUSTED  
 NB0900  ___________________________________________________________________
 NB0900  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NB0900  DYNAMIC HT  -         211.061 (meters)     692.46  (feet)  COMP
 NB0900  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 NB0900
 NB0900  VERT ORDER  -  SECOND    CLASS 0
 NB0900
 NB0900.The horizontal coordinates were scaled from a topographic map and have
 NB0900.an estimated accuracy of +/- 6 seconds.
 NB0900
 NB0900.The orthometric height was determined by differential leveling
 NB0900.and adjusted by the National Geodetic Survey in June 1991..
 NB0900
 NB0900.The geoid height was determined by GEOID03.
 NB0900
 NB0900.The dynamic height is computed by dividing the NAVD 88
 NB0900.geopotential number by the normal gravity value computed on the
 NB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0900.degrees latitude (g = 980.6199 gals.).
 NB0900
 NB0900.The modeled gravity was interpolated from observed gravity values.
 NB0900
 NB0900;                    North         East    Units  Estimated Accuracy
 NB0900;SPC NY C     -   322,490.      195,870.      MT  (+/- 180 meters Scaled)
 NB0900
 NB0900                          SUPERSEDED SURVEY CONTROL
 NB0900
 NB0900  NGVD 29 (??/??/92)  211.280  (m)          693.17   (f) ADJ UNCH    2 0
 NB0900
 NB0900.Superseded values are not recommended for survey control.
 NB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0900.See file dsdata.txt to determine how the superseded data were derived.
 NB0900
 NB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN166523(NAD 83)
 NB0900_MARKER: DB = BENCH MARK DISK
 NB0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0900_SP_SET: BRIDGE
 NB0900_STAMPING: B 155 1942
 NB0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0900
 NB0900  HISTORY     - Date     Condition        Report By
 NB0900  HISTORY     - 1942     MONUMENTED       CGS
 NB0900  HISTORY     - 1974     GOOD             NGS
 NB0900  HISTORY     - 19891007 MARK NOT FOUND   USPSQD
 NB0900  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 NB0900  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB0900  HISTORY     - 20020116 MARK NOT FOUND   NGS
 NB0900
 NB0900                          STATION DESCRIPTION
 NB0900
 NB0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0900'2.1 MI E FROM CANANDAIGUA.
 NB0900'TO REACH FROM THE COURTHOUSE IN CANANDAIGUA. PROCEED 2.1 MILES EAST
 NB0900'ON AN IMPROVED ROAD TO SITE OF BENCH MARK. BENCH MARK IS 81.0 FEET
 NB0900'WEST OF THE CENTERLINE OF A SIDE ROAD LEADING SOUTH, AND 15.0 FEET
 NB0900'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 NB0900'IT IS SET HORIZONTALLY IN THE EAST END OF A CONCRETE BRIDGE.
 NB0900
 NB0900                          STATION RECOVERY (1974)
 NB0900
 NB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NB0900'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 NB0900
 NB0900                          STATION RECOVERY (1989)
 NB0900
 NB0900'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB0900'MARK NOT FOUND.
 NB0900
 NB0900                          STATION RECOVERY (1998)
 NB0900
 NB0900'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB0900'MARK NOT FOUND.
 NB0900
 NB0900                          STATION RECOVERY (2001)
 NB0900
 NB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB0900
 NB0900                          STATION RECOVERY (2002)
 NB0900
 NB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB0900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1385 ***********************************************************************
 NB1385  DESIGNATION -  B 156
 NB1385  PID         -  NB1385
 NB1385  STATE/COUNTY-  NY/LIVINGSTON
 NB1385  USGS QUAD   -  HONEOYE (1951)
 NB1385
 NB1385                         *CURRENT SURVEY CONTROL
 NB1385  ___________________________________________________________________
 NB1385* NAD 83(1986)-  42 50 11.     (N)    077 36 35.     (W)     SCALED    
 NB1385* NAVD 88     -       321.141  (meters)    1053.61   (feet)  ADJUSTED  
 NB1385  ___________________________________________________________________
 NB1385  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NB1385  DYNAMIC HT  -         321.045 (meters)    1053.30  (feet)  COMP
 NB1385  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 NB1385
 NB1385  VERT ORDER  -  SECOND    CLASS 0
 NB1385
 NB1385.The horizontal coordinates were scaled from a topographic map and have
 NB1385.an estimated accuracy of +/- 6 seconds.
 NB1385
 NB1385.The orthometric height was determined by differential leveling
 NB1385.and adjusted by the National Geodetic Survey in June 1991..
 NB1385
 NB1385.The geoid height was determined by GEOID03.
 NB1385
 NB1385.The dynamic height is computed by dividing the NAVD 88
 NB1385.geopotential number by the normal gravity value computed on the
 NB1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1385.degrees latitude (g = 980.6199 gals.).
 NB1385
 NB1385.The modeled gravity was interpolated from observed gravity values.
 NB1385
 NB1385;                    North         East    Units  Estimated Accuracy
 NB1385;SPC NY W     -   315,460.      429,600.      MT  (+/- 180 meters Scaled)
 NB1385
 NB1385                          SUPERSEDED SURVEY CONTROL
 NB1385
 NB1385  NGVD 29 (??/??/92)  321.292  (m)         1054.11   (f) ADJ UNCH    2 0
 NB1385
 NB1385.Superseded values are not recommended for survey control.
 NB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1385.See file dsdata.txt to determine how the superseded data were derived.
 NB1385
 NB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN867459(NAD 83)
 NB1385_MARKER: DB = BENCH MARK DISK
 NB1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1385_SP_SET: CULVERT
 NB1385_STAMPING: B 156 1942
 NB1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1385
 NB1385  HISTORY     - Date     Condition        Report By
 NB1385  HISTORY     - 1942     MONUMENTED       CGS
 NB1385  HISTORY     - 19910405 MARK NOT FOUND   USPSQD
 NB1385
 NB1385                          STATION DESCRIPTION
 NB1385
 NB1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1385'4.9 MI S FROM LIMA.
 NB1385'TO REACH FROM THE POST OFFICE IN LIMA--PROCEED 4.9 MILES SOUTH
 NB1385'ON STATE HIGHWAY NO. 15A TO SITE OF BENCH MARK. BENCH MARK IS 71.0
 NB1385'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE TWO-STORY FRAME
 NB1385'HOUSE, AND 57.0 FEET SOUTHEAST OF THE CENTER OF A CROSS ROAD. IT
 NB1385'IS 21.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 NB1385'OF HIGHWAY, AND SET HORIZONTALLY IN THE CENTER OF THE EAST HEADWALL
 NB1385'OF A CONCRETE CULVERT.
 NB1385
 NB1385                          STATION RECOVERY (1991)
 NB1385
 NB1385'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2128 ***********************************************************************
 NB2128  DESIGNATION -  B 158 RESET
 NB2128  PID         -  NB2128
 NB2128  STATE/COUNTY-  NY/CORTLAND
 NB2128  USGS QUAD   -  CORTLAND (1955)
 NB2128
 NB2128                         *CURRENT SURVEY CONTROL
 NB2128  ___________________________________________________________________
 NB2128* NAD 83(1986)-  42 35 53.     (N)    076 12 17.     (W)     SCALED    
 NB2128* NAVD 88     -       353.07   (meters)    1158.4    (feet)  RESET     
 NB2128  ___________________________________________________________________
 NB2128  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 NB2128
 NB2128  VERT ORDER  -  THIRD
 NB2128
 NB2128.The horizontal coordinates were scaled from a topographic map and have
 NB2128.an estimated accuracy of +/- 6 seconds.
 NB2128
 NB2128.The orthometric height was computed from unverified reset data.
 NB2128.No vertical observational check was made to the station.
 NB2128
 NB2128.The geoid height was determined by GEOID03.
 NB2128
 NB2128;                    North         East    Units  Estimated Accuracy
 NB2128;SPC NY C     -   288,590.      281,070.      MT  (+/- 180 meters Scaled)
 NB2128
 NB2128                          SUPERSEDED SURVEY CONTROL
 NB2128
 NB2128  NGVD 29 (09/01/04)  353.21   (m)         1158.8    (f) RESET       3  
 NB2128
 NB2128.Superseded values are not recommended for survey control.
 NB2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2128.See file dsdata.txt to determine how the superseded data were derived.
 NB2128
 NB2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN011168(NAD 83)
 NB2128_MARKER: DB = BENCH MARK DISK
 NB2128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NB2128_SP_SET: WINGWALL
 NB2128_STAMPING: B 158 RESET 1987
 NB2128_MARK LOGO: NYDT  
 NB2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB2128+STABILITY: SURFACE MOTION
 NB2128
 NB2128  HISTORY     - Date     Condition        Report By
 NB2128  HISTORY     - 1987     MONUMENTED       NYDT
 NB2128  HISTORY     - 20050826 GOOD             GEOCAC
 NB2128
 NB2128                          STATION DESCRIPTION
 NB2128
 NB2128'DESCRIBED BY NY DEPT OF TRANSP 1987
 NB2128'2.7 KM (1.70 MI) WEST FROM CORTLAND.
 NB2128'1.7 MILES WEST ALONG STATE HIGHWAY 222 FROM THE ERIE-LACKAWANNA
 NB2128'RAILROAD STATION IN CORTLAND, THENCE 521 FEET NORTH ALONG STATE
 NB2128'HIGHWAY 281, AT THE NORTHEAST WINGWALL OF RECONSTRUCTED BRIDGE
 NB2128'( BIN 1044410 ) OVER DRY CREEK, 49 FEET EAST OF THE CENTERLINE OF
 NB2128'HIGHWAY IN BACK OF THE CURB AND BRIDGE RAILING AT THE APPROX.
 NB2128'CENTERLINE ELEVATION.
 NB2128
 NB2128                          STATION RECOVERY (2005)
 NB2128
 NB2128'RECOVERY NOTE BY GEOCACHING 2005 (DE)
 NB2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0047 ***********************************************************************
 PJ0047  DESIGNATION -  B 16
 PJ0047  PID         -  PJ0047
 PJ0047  STATE/COUNTY-  NY/JEFFERSON
 PJ0047  USGS QUAD   -  DEXTER (1982)
 PJ0047
 PJ0047                         *CURRENT SURVEY CONTROL
 PJ0047  ___________________________________________________________________
 PJ0047* NAD 83(1986)-  44 02 01.     (N)    076 03 14.     (W)     SCALED    
 PJ0047* NAVD 88     -        98.063  (meters)     321.73   (feet)  ADJUSTED  
 PJ0047  ___________________________________________________________________
 PJ0047  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PJ0047  DYNAMIC HT  -          98.048 (meters)     321.68  (feet)  COMP
 PJ0047  MODELED GRAV-     980,464.8   (mgal)                       NAVD 88
 PJ0047
 PJ0047  VERT ORDER  -  FIRST     CLASS II
 PJ0047
 PJ0047.The horizontal coordinates were scaled from a topographic map and have
 PJ0047.an estimated accuracy of +/- 6 seconds.
 PJ0047
 PJ0047.The orthometric height was determined by differential leveling
 PJ0047.and adjusted by the National Geodetic Survey in June 1991..
 PJ0047
 PJ0047.The geoid height was determined by GEOID03.
 PJ0047
 PJ0047.The dynamic height is computed by dividing the NAVD 88
 PJ0047.geopotential number by the normal gravity value computed on the
 PJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0047.degrees latitude (g = 980.6199 gals.).
 PJ0047
 PJ0047.The modeled gravity was interpolated from observed gravity values.
 PJ0047
 PJ0047;                    North         East    Units  Estimated Accuracy
 PJ0047;SPC NY C     -   448,140.      292,440.      MT  (+/- 180 meters Scaled)
 PJ0047
 PJ0047                          SUPERSEDED SURVEY CONTROL
 PJ0047
 PJ0047  NGVD 29 (??/??/92)   98.202  (m)          322.18   (f) ADJ UNCH    1 2
 PJ0047
 PJ0047.Superseded values are not recommended for survey control.
 PJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0047.See file dsdata.txt to determine how the superseded data were derived.
 PJ0047
 PJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP155761(NAD 83)
 PJ0047_MARKER: Q = CHISELED SQUARE
 PJ0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0047_SP_SET: CULVERT
 PJ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0047
 PJ0047  HISTORY     - Date     Condition        Report By
 PJ0047  HISTORY     - UNK      MONUMENTED       CGS
 PJ0047  HISTORY     - 1942     GOOD             NGS
 PJ0047
 PJ0047                          STATION DESCRIPTION
 PJ0047
 PJ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PJ0047'0.5 MI NW FROM LIMERICK.
 PJ0047'BENCH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE NEW YORK CENTRAL
 PJ0047'RAILROAD STATION AT LIMERICK, ALONG THE NEW YORK CENTRAL RAILROAD
 PJ0047'COMPANYS RIGHT-OF-WAY AND ABOUT 325.0 FEET NORTHWEST OF MILE POST
 PJ0047'NO. W-9. IT IS THE SURFACE INSIDE AN OUTLINED CHISELED SQUARE ON
 PJ0047'THE NORTHEAST QUARTER OF CAPSTONE OF CULVERT NO. V-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0278 ***********************************************************************
 LX0278  DESIGNATION -  B 1/6 S 1/6
 LX0278  PID         -  LX0278
 LX0278  STATE/COUNTY-  NY/SUFFOLK
 LX0278  USGS QUAD   -  PLUM ISLAND (1954)
 LX0278
 LX0278                         *CURRENT SURVEY CONTROL
 LX0278  ___________________________________________________________________
 LX0278* NAD 83(1996)-  41 11 17.76005(N)    072 09 53.45358(W)     ADJUSTED  
 LX0278* NAVD 88     -        25.124  (meters)      82.43   (feet)  ADJUSTED  
 LX0278  ___________________________________________________________________
 LX0278  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX0278  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX0278  DYNAMIC HT  -          25.114 (meters)      82.39  (feet)  COMP
 LX0278  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 LX0278
 LX0278  HORZ ORDER  -  SECOND
 LX0278  VERT ORDER  -  SECOND    CLASS 0
 LX0278
 LX0278.The horizontal coordinates were established by classical geodetic methods
 LX0278.and adjusted by the National Geodetic Survey in January 1999..
 LX0278
 LX0278.The orthometric height was determined by differential leveling
 LX0278.and adjusted by the National Geodetic Survey in June 1991..
 LX0278
 LX0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0278
 LX0278.The geoid height was determined by GEOID03.
 LX0278
 LX0278.The dynamic height is computed by dividing the NAVD 88
 LX0278.geopotential number by the normal gravity value computed on the
 LX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0278.degrees latitude (g = 980.6199 gals.).
 LX0278
 LX0278.The modeled gravity was interpolated from observed gravity values.
 LX0278
 LX0278;                    North         East     Units Scale Factor Converg.
 LX0278;SPC NY L     -   115,060.432   453,951.288   MT  1.00001228   +1 12 01.2
 LX0278;SPC NY L     -   377,494.10  1,489,338.52   sFT  1.00001228   +1 12 01.2
 LX0278;SPC CT       -   191,984.359   353,891.794   MT  1.00000121   +0 23 16.8
 LX0278;SPC CT       -   629,868.68  1,161,059.99   sFT  1.00000121   +0 23 16.8
 LX0278;UTM  18      - 4,563,532.556   737,773.894   MT  1.00029586   +1 52 04.5
 LX0278
 LX0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0278!SPC NY L     -   1.00000091  x   1.00001228  =   1.00001319
 LX0278!SPC CT       -   1.00000091  x   1.00000121  =   1.00000212
 LX0278!UTM  18      -   1.00000091  x   1.00029586  =   1.00029677
 LX0278
 LX0278                          SUPERSEDED SURVEY CONTROL
 LX0278
 LX0278  NAD 83(1996)-  41 11 17.76009(N)    072 09 53.45367(W) AD(       ) 2
 LX0278  NAD 83(1992)-  41 11 17.75867(N)    072 09 53.45266(W) AD(       ) 2
 LX0278  NAD 83(1986)-  41 11 17.76027(N)    072 09 53.45841(W) AD(       ) 2
 LX0278  NAD 27      -  41 11 17.40300(N)    072 09 55.17800(W) AD(       ) 2
 LX0278  NGVD 29 (??/??/92)   25.413  (m)           83.38   (f) ADJ UNCH    2 0
 LX0278
 LX0278.Superseded values are not recommended for survey control.
 LX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0278.See file dsdata.txt to determine how the superseded data were derived.
 LX0278
 LX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3777463533(NAD 83)
 LX0278_MARKER: DB = BENCH MARK DISK
 LX0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0278_SP_SET: BUILDING
 LX0278_STAMPING: B 1/6 S1/6 1943
 LX0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0278
 LX0278  HISTORY     - Date     Condition        Report By
 LX0278  HISTORY     - 1943     MONUMENTED       CGS
 LX0278  HISTORY     - 1943     GOOD             CGS
 LX0278
 LX0278                          STATION DESCRIPTION
 LX0278
 LX0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0278'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX0278'TERRY, ON PLUM ISLAND.  IT IS NEAR THE E END OF THE ISLAND, AND
 LX0278'IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE FIRST
 LX0278'CONCRETE FIRE-CONTROL BUILDING W OF THE 110 FT. STEEL
 LX0278'TOWER.  IT IS MARKED BY A STANDARD DISK, STAMPED B 1 OVER 6 S 1
 LX0278'OVER 6 1943 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE
 LX0278'BUILDING OVER THE CENTER OF THE INSTRUMENT.
 LX0278'
 LX0278'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX0278
 LX0278                          STATION RECOVERY (1943)
 LX0278
 LX0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LX0278'AT PLUM ISLAND.
 LX0278'AT FORT TERRY, SUFFOLK COUNTY, NEAR THE EAST END OF PLUM
 LX0278'ISLAND, 250 FEET WEST OF A 100-FOOT STEEL TOWER, AT THE CENTER
 LX0278'ONE OF THREE FIRE-CONTROL BUILDINGS IN LINE ALONG THE SOUTH
 LX0278'BLUFF OF THE ISLAND, DIRECTLY OVER THE CENTER OF THE INSTRUMENT,
 LX0278'AND IN THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0441 ***********************************************************************
 KU0441  DESIGNATION -  B 16 USE
 KU0441  PID         -  KU0441
 KU0441  STATE/COUNTY-  NY/SUFFOLK
 KU0441  USGS QUAD   -  HUNTINGTON (1979)
 KU0441
 KU0441                         *CURRENT SURVEY CONTROL
 KU0441  ___________________________________________________________________
 KU0441* NAD 83(1986)-  40 51 10.     (N)    073 24 39.     (W)     SCALED    
 KU0441* NAVD 88     -        65.337  (meters)     214.36   (feet)  ADJUSTED  
 KU0441  ___________________________________________________________________
 KU0441  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 KU0441  DYNAMIC HT  -          65.313 (meters)     214.28  (feet)  COMP
 KU0441  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 KU0441
 KU0441  VERT ORDER  -  SECOND    CLASS 0
 KU0441
 KU0441.The horizontal coordinates were scaled from a topographic map and have
 KU0441.an estimated accuracy of +/- 6 seconds.
 KU0441
 KU0441.The orthometric height was determined by differential leveling
 KU0441.and adjusted by the National Geodetic Survey in June 1991..
 KU0441
 KU0441.The geoid height was determined by GEOID03.
 KU0441
 KU0441.The dynamic height is computed by dividing the NAVD 88
 KU0441.geopotential number by the normal gravity value computed on the
 KU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0441.degrees latitude (g = 980.6199 gals.).
 KU0441
 KU0441.The modeled gravity was interpolated from observed gravity values.
 KU0441
 KU0441;                    North         East    Units  Estimated Accuracy
 KU0441;SPC NY L     -    76,360.      349,680.      MT  (+/- 180 meters Scaled)
 KU0441
 KU0441                          SUPERSEDED SURVEY CONTROL
 KU0441
 KU0441  NGVD 29 (??/??/92)   65.653  (m)          215.40   (f) ADJ UNCH    2 0
 KU0441
 KU0441.Superseded values are not recommended for survey control.
 KU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0441.See file dsdata.txt to determine how the superseded data were derived.
 KU0441
 KU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL339236(NAD 83)
 KU0441_MARKER: DD = SURVEY DISK
 KU0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0441_SP_SET: PLATFORM
 KU0441_STAMPING: 216 B 16 1931
 KU0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0441
 KU0441  HISTORY     - Date     Condition        Report By
 KU0441  HISTORY     - 1931     MONUMENTED       DOD
 KU0441  HISTORY     - 1932     GOOD             NGS
 KU0441  HISTORY     - 1975     GOOD             NY-103
 KU0441  HISTORY     - 1991     GOOD             USPSQD
 KU0441
 KU0441                          STATION DESCRIPTION
 KU0441
 KU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0441'AT HUNTINGTON STATION.
 KU0441'AT HUNTINGTON STATION, SUFFOLK COUNTY, ON THE LONG ISLAND
 KU0441'RAILROAD, 32 FEET WEST OF THE NORTHWEST CORNER OF THE STATION,
 KU0441'5.2 FEET NORTH OF THE NORTHWEST COLUMN OF THE STATION-PLATFORM
 KU0441'ROOF, IN THE CONCRETE PLATFORM, 1 FOOT FROM THE NORTHWEST CORNER
 KU0441'OF THE PLATFORM, AND 15 INCHES ABOVE THE GROUND.  A CORPS OF
 KU0441'ENGINEERS, U.S. ARMY, STANDARD MAP-CONTROL STATION DISK, STAMPED
 KU0441'216 B 16 1931.
 KU0441
 KU0441                          STATION RECOVERY (1975)
 KU0441
 KU0441'RECOVERY NOTE BY SUFFOLK COUNTY NEW YORK 1975
 KU0441'RECOVERED IN GOOD CONDITION.
 KU0441
 KU0441                          STATION RECOVERY (1991)
 KU0441
 KU0441'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0880 ***********************************************************************
 NB0880  DESIGNATION -  B 160
 NB0880  PID         -  NB0880
 NB0880  STATE/COUNTY-  NY/ONTARIO
 NB0880  USGS QUAD   -  VICTOR (1978)
 NB0880
 NB0880                         *CURRENT SURVEY CONTROL
 NB0880  ___________________________________________________________________
 NB0880* NAD 83(1986)-  42 52 57.     (N)    077 23 22.     (W)     SCALED    
 NB0880* NAVD 88     -       258.952  (meters)     849.58   (feet)  ADJUSTED  
 NB0880  ___________________________________________________________________
 NB0880  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NB0880  DYNAMIC HT  -         258.876 (meters)     849.33  (feet)  COMP
 NB0880  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 NB0880
 NB0880  VERT ORDER  -  SECOND    CLASS 0
 NB0880
 NB0880.The horizontal coordinates were scaled from a topographic map and have
 NB0880.an estimated accuracy of +/- 6 seconds.
 NB0880
 NB0880.The orthometric height was determined by differential leveling
 NB0880.and adjusted by the National Geodetic Survey in June 1991..
 NB0880
 NB0880.The geoid height was determined by GEOID03.
 NB0880
 NB0880.The dynamic height is computed by dividing the NAVD 88
 NB0880.geopotential number by the normal gravity value computed on the
 NB0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0880.degrees latitude (g = 980.6199 gals.).
 NB0880
 NB0880.The modeled gravity was interpolated from observed gravity values.
 NB0880
 NB0880;                    North         East    Units  Estimated Accuracy
 NB0880;SPC NY C     -   320,430.      184,150.      MT  (+/- 180 meters Scaled)
 NB0880
 NB0880                          SUPERSEDED SURVEY CONTROL
 NB0880
 NB0880  NGVD 29 (??/??/92)  259.088  (m)          850.02   (f) ADJ UNCH    2 0
 NB0880
 NB0880.Superseded values are not recommended for survey control.
 NB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0880.See file dsdata.txt to determine how the superseded data were derived.
 NB0880
 NB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN048505(NAD 83)
 NB0880_MARKER: DB = BENCH MARK DISK
 NB0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0880_SP_SET: CULVERT
 NB0880_STAMPING: B 160 1942
 NB0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0880
 NB0880  HISTORY     - Date     Condition        Report By
 NB0880  HISTORY     - 1942     MONUMENTED       CGS
 NB0880  HISTORY     - 1962     GOOD             NGS
 NB0880  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0880  HISTORY     - 20060414 MARK NOT FOUND   GEOCAC
 NB0880
 NB0880                          STATION DESCRIPTION
 NB0880
 NB0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0880'2.6 MI SE FROM HOLCOMB.
 NB0880'TO REACH FROM THE NEW YORK CENTRAL R.R. STATION AT HOLCOMB. PROCEED
 NB0880'EASTERLY ALONG N.Y.C. R.R. TRACK 1.7 MILES, THENCE SOUTHERLY ALONG
 NB0880'COUNTY ROAD 0.9 MILE TO JUNCTION OF U.S. HIGHWAY NO. 20 AND U.S.
 NB0880'HIGHWAY NO. 20A TO THE SITE OF THE BENCH MARK. BENCH MARK IS IN EAST
 NB0880'HEADWALL OF CONCRETE ROAD CULVERT AT Y OF HIGHWAY JUNCTION. IT IS
 NB0880'8.0 INCHES SOUTH OF NORTH END OF HEADWALL AND ABOUT 205. FEET
 NB0880'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 20.
 NB0880
 NB0880                          STATION RECOVERY (1962)
 NB0880
 NB0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NB0880'RECOVERED IN GOOD CONDITION.
 NB0880
 NB0880                          STATION RECOVERY (1989)
 NB0880
 NB0880'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMR)
 NB0880'MARK NOT FOUND.
 NB0880
 NB0880                          STATION RECOVERY (2006)
 NB0880
 NB0880'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0880'THERE IS NO SIGN OF A BENCHMARK AT THIS LOCATION. THE ROAD CULVERT
 NB0880'APPEARS FAR NEWER THAN 1942. THERE IS ALMOST NO EROSION COMPARED TO
 NB0880'THE SURVIVING MARKS UP THE SAME ROAD. THE CULVERT WAS LIKELY REPLACED
 NB0880'DURING ROAD IMPROVEMENTS AND THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1389 ***********************************************************************
 NB1389  DESIGNATION -  B 161
 NB1389  PID         -  NB1389
 NB1389  STATE/COUNTY-  NY/LIVINGSTON
 NB1389  USGS QUAD   -  GENESEO (1978)
 NB1389
 NB1389                         *CURRENT SURVEY CONTROL
 NB1389  ___________________________________________________________________
 NB1389* NAD 83(1986)-  42 47 40.     (N)    077 49 11.     (W)     SCALED    
 NB1389* NAVD 88     -       230.277  (meters)     755.50   (feet)  ADJUSTED  
 NB1389  ___________________________________________________________________
 NB1389  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NB1389  DYNAMIC HT  -         230.213 (meters)     755.29  (feet)  COMP
 NB1389  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 NB1389
 NB1389  VERT ORDER  -  SECOND    CLASS 0
 NB1389
 NB1389.The horizontal coordinates were scaled from a topographic map and have
 NB1389.an estimated accuracy of +/- 6 seconds.
 NB1389
 NB1389.The orthometric height was determined by differential leveling
 NB1389.and adjusted by the National Geodetic Survey in June 1991..
 NB1389
 NB1389.The geoid height was determined by GEOID03.
 NB1389
 NB1389.The dynamic height is computed by dividing the NAVD 88
 NB1389.geopotential number by the normal gravity value computed on the
 NB1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1389.degrees latitude (g = 980.6199 gals.).
 NB1389
 NB1389.The modeled gravity was interpolated from observed gravity values.
 NB1389
 NB1389;                    North         East    Units  Estimated Accuracy
 NB1389;SPC NY W     -   310,620.      412,470.      MT  (+/- 180 meters Scaled)
 NB1389
 NB1389                          SUPERSEDED SURVEY CONTROL
 NB1389
 NB1389  NGVD 29 (??/??/92)  230.440  (m)          756.04   (f) ADJ UNCH    2 0
 NB1389
 NB1389.Superseded values are not recommended for survey control.
 NB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1389.See file dsdata.txt to determine how the superseded data were derived.
 NB1389
 NB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN693418(NAD 83)
 NB1389_MARKER: DB = BENCH MARK DISK
 NB1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1389_SP_SET: WALL
 NB1389_STAMPING: B 161
 NB1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1389
 NB1389  HISTORY     - Date     Condition        Report By
 NB1389  HISTORY     - UNK      MONUMENTED       CGS
 NB1389  HISTORY     - 1942     GOOD             NGS
 NB1389  HISTORY     - 20020609 GOOD             USPSQD
 NB1389
 NB1389                          STATION DESCRIPTION
 NB1389
 NB1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1389'AT GENESEO.
 NB1389'BENCH MARK IS AT GENESEO IN EAST WALL OF GENESEO HIGH SCHOOL
 NB1389'BUILDING. IT IS 2.3 FEET SOUTH OF THE NORTHEAST CORNER, 2.9 FEET
 NB1389'ABOVE THE GROUND AND 3.5 FEET NORTH OF NORTHEAST ENTRANCE.
 NB1389
 NB1389                          STATION RECOVERY (2002)
 NB1389
 NB1389'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 NB1389'DUE TO AN ADDITION ON THE BUILDING, THE MARK IS ABOUT 60 FEET FROM THE
 NB1389'NE CORNER. THE BUILDING IS NOW PART OF THE COLLAGE AND IS KNOWN AS THE
 NB1389'LOCKWOOD C. DOTY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1430 ***********************************************************************
 NB1430  DESIGNATION -  B 162
 NB1430  PID         -  NB1430
 NB1430  STATE/COUNTY-  NY/ONTARIO
 NB1430  USGS QUAD   -  SPRINGWATER (1942)
 NB1430
 NB1430                         *CURRENT SURVEY CONTROL
 NB1430  ___________________________________________________________________
 NB1430* NAD 83(1986)-  42 41 15.     (N)    077 31 37.     (W)     SCALED    
 NB1430* NAVD 88     -       650.035  (meters)    2132.66   (feet)  ADJUSTED  
 NB1430  ___________________________________________________________________
 NB1430  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NB1430  DYNAMIC HT  -         649.799 (meters)    2131.88  (feet)  COMP
 NB1430  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 NB1430
 NB1430  VERT ORDER  -  SECOND    CLASS 0
 NB1430
 NB1430.The horizontal coordinates were scaled from a topographic map and have
 NB1430.an estimated accuracy of +/- 6 seconds.
 NB1430
 NB1430.The orthometric height was determined by differential leveling
 NB1430.and adjusted by the National Geodetic Survey in June 1991..
 NB1430
 NB1430.The geoid height was determined by GEOID03.
 NB1430
 NB1430.The dynamic height is computed by dividing the NAVD 88
 NB1430.geopotential number by the normal gravity value computed on the
 NB1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1430.degrees latitude (g = 980.6199 gals.).
 NB1430
 NB1430.The modeled gravity was interpolated from observed gravity values.
 NB1430
 NB1430;                    North         East    Units  Estimated Accuracy
 NB1430;SPC NY C     -   298,890.      172,670.      MT  (+/- 180 meters Scaled)
 NB1430
 NB1430                          SUPERSEDED SURVEY CONTROL
 NB1430
 NB1430  NGVD 29 (??/??/92)  650.157  (m)         2133.06   (f) ADJ UNCH    2 0
 NB1430
 NB1430.Superseded values are not recommended for survey control.
 NB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1430.See file dsdata.txt to determine how the superseded data were derived.
 NB1430
 NB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN929292(NAD 83)
 NB1430_MARKER: DB = BENCH MARK DISK
 NB1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1430_STAMPING: B 162 1942
 NB1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1430+STABILITY: SURFACE MOTION
 NB1430
 NB1430  HISTORY     - Date     Condition        Report By
 NB1430  HISTORY     - 1942     MONUMENTED       CGS
 NB1430
 NB1430                          STATION DESCRIPTION
 NB1430
 NB1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1430'7.9 MI S FROM HONEOYE.
 NB1430'TO REACH FROM THE U.S. POST OFFICE AT HONEOYE--PROCEED
 NB1430'WESTERLY ALONG U.S.
 NB1430'HIGHWAY NO. 20A 0.8 MILE, THENCE SOUTHERLY ALONG COUNTY ROAD 7.1 MILES
 NB1430'TO THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT 1.1 MILE NORTH
 NB1430'OF THE ONTARIO-LIVINGSTON COUNTY LINE. IT IS ABOUT 150.FEET SOUTH OF
 NB1430'T ROAD LEADING WEST 21.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 NB1430'THE CENTER LINE OF THE ROAD AND 3.FEET NORTH OF A 4X4-INCH WOODEN
 NB1430'MARKER POST. THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0169 ***********************************************************************
 NB0169  DESIGNATION -  B 163
 NB0169  PID         -  NB0169
 NB0169  STATE/COUNTY-  NY/TOMPKINS
 NB0169  USGS QUAD   -  GROTON (1970)
 NB0169
 NB0169                         *CURRENT SURVEY CONTROL
 NB0169  ___________________________________________________________________
 NB0169* NAD 83(1986)-  42 35 12.     (N)    076 22 05.     (W)     SCALED    
 NB0169* NAVD 88     -       302.866  (meters)     993.65   (feet)  ADJUSTED  
 NB0169  ___________________________________________________________________
 NB0169  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB0169  DYNAMIC HT  -         302.764 (meters)     993.32  (feet)  COMP
 NB0169  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NB0169
 NB0169  VERT ORDER  -  SECOND    CLASS 0
 NB0169
 NB0169.The horizontal coordinates were scaled from a topographic map and have
 NB0169.an estimated accuracy of +/- 6 seconds.
 NB0169
 NB0169.The orthometric height was determined by differential leveling
 NB0169.and adjusted by the National Geodetic Survey in June 1991..
 NB0169
 NB0169.The geoid height was determined by GEOID03.
 NB0169
 NB0169.The dynamic height is computed by dividing the NAVD 88
 NB0169.geopotential number by the normal gravity value computed on the
 NB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0169.degrees latitude (g = 980.6199 gals.).
 NB0169
 NB0169.The modeled gravity was interpolated from observed gravity values.
 NB0169
 NB0169;                    North         East    Units  Estimated Accuracy
 NB0169;SPC NY C     -   287,280.      267,670.      MT  (+/- 180 meters Scaled)
 NB0169
 NB0169                          SUPERSEDED SURVEY CONTROL
 NB0169
 NB0169  NGVD 29 (??/??/92)  303.008  (m)          994.12   (f) ADJ UNCH    2 0
 NB0169
 NB0169.Superseded values are not recommended for survey control.
 NB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0169.See file dsdata.txt to determine how the superseded data were derived.
 NB0169
 NB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN877158(NAD 83)
 NB0169_MARKER: DB = BENCH MARK DISK
 NB0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0169_SP_SET: BRIDGE
 NB0169_STAMPING: B 163 1942
 NB0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0169
 NB0169  HISTORY     - Date     Condition        Report By
 NB0169  HISTORY     - 1942     MONUMENTED       CGS
 NB0169  HISTORY     - 19901116 MARK NOT FOUND   USPSQD
 NB0169
 NB0169                          STATION DESCRIPTION
 NB0169
 NB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0169'AT GROTON.
 NB0169'BENCH MARK IS IN THE NORTH WINGWALL OF THE EAST END OF A RAILROAD
 NB0169'BRIDGE NUMBER L328B. IT IS ABOUT 400.FEET SOUTH OF MILE POST 329 AND
 NB0169'ABOUT 260. FEET NORTH OF THE LEHIGH VALLEY RAILROAD STATION AT
 NB0169'GROTON. A STANDARD DISK, STAMPED B 163 1942.
 NB0169
 NB0169                          STATION RECOVERY (1990)
 NB0169
 NB0169'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0623 ***********************************************************************
 NB0623  DESIGNATION -  B 164
 NB0623  PID         -  NB0623
 NB0623  STATE/COUNTY-  NY/CAYUGA
 NB0623  USGS QUAD   -  GENOA (1976)
 NB0623
 NB0623                         *CURRENT SURVEY CONTROL
 NB0623  ___________________________________________________________________
 NB0623* NAD 83(1986)-  42 40 05.     (N)    076 31 40.     (W)     SCALED    
 NB0623* NAVD 88     -       291.814  (meters)     957.39   (feet)  ADJUSTED  
 NB0623  ___________________________________________________________________
 NB0623  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NB0623  DYNAMIC HT  -         291.724 (meters)     957.10  (feet)  COMP
 NB0623  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NB0623
 NB0623  VERT ORDER  -  SECOND    CLASS 0
 NB0623
 NB0623.The horizontal coordinates were scaled from a topographic map and have
 NB0623.an estimated accuracy of +/- 6 seconds.
 NB0623
 NB0623.The orthometric height was determined by differential leveling
 NB0623.and adjusted by the National Geodetic Survey in June 1991..
 NB0623
 NB0623.The geoid height was determined by GEOID03.
 NB0623
 NB0623.The dynamic height is computed by dividing the NAVD 88
 NB0623.geopotential number by the normal gravity value computed on the
 NB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0623.degrees latitude (g = 980.6199 gals.).
 NB0623
 NB0623.The modeled gravity was interpolated from observed gravity values.
 NB0623
 NB0623;                    North         East    Units  Estimated Accuracy
 NB0623;SPC NY C     -   296,300.      254,550.      MT  (+/- 180 meters Scaled)
 NB0623
 NB0623                          SUPERSEDED SURVEY CONTROL
 NB0623
 NB0623  NGVD 29 (??/??/92)  291.958  (m)          957.87   (f) ADJ UNCH    2 0
 NB0623
 NB0623.Superseded values are not recommended for survey control.
 NB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0623.See file dsdata.txt to determine how the superseded data were derived.
 NB0623
 NB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN748250(NAD 83)
 NB0623_MARKER: DB = BENCH MARK DISK
 NB0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0623_STAMPING: B 164 1942
 NB0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0623+STABILITY: SURFACE MOTION
 NB0623
 NB0623  HISTORY     - Date     Condition        Report By
 NB0623  HISTORY     - 1942     MONUMENTED       CGS
 NB0623  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0623
 NB0623                          STATION DESCRIPTION
 NB0623
 NB0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0623'0.4 MI E FROM GENOA.
 NB0623'TO REACH FROM THE U.S. POST OFFICE AT GENOA--PROCEED EASTERLY ALONG
 NB0623'NEW YORK STATE HIGHWAY NO. 90 0.4 MILE TO THE SITE OF THE BENCH
 NB0623'MARK. BENCH MARK IS AT JUNCTION OF NEW YORK STATE HIGHWAY NO. 90
 NB0623'AND NEW YORK STATE HIGHWAY NO. 34. IT IS 22. FEET NORTH OF AND ABOUT
 NB0623'0.5 FOOT ABOVE THE CENTER LINE OF HIGHWAY NO. 90, 30.4 FEET EAST OF
 NB0623'THE CENTER LINE OF HIGHWAY NO 34, 2.5 FEET WEST OF POWER POLE AND 3.
 NB0623'FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT PROJECTS
 NB0623'0.4 FOOT. A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NB0623
 NB0623                          STATION RECOVERY (1985)
 NB0623
 NB0623'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1407 ***********************************************************************
 NB1407  DESIGNATION -  B 165
 NB1407  PID         -  NB1407
 NB1407  STATE/COUNTY-  NY/LIVINGSTON
 NB1407  USGS QUAD   -  HONEOYE (1951)
 NB1407
 NB1407                         *CURRENT SURVEY CONTROL
 NB1407  ___________________________________________________________________
 NB1407* NAD 83(1986)-  42 48 13.     (N)    077 35 42.     (W)     SCALED    
 NB1407* NAVD 88     -       269.983  (meters)     885.77   (feet)  ADJUSTED  
 NB1407  ___________________________________________________________________
 NB1407  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NB1407  DYNAMIC HT  -         269.900 (meters)     885.50  (feet)  COMP
 NB1407  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 NB1407
 NB1407  VERT ORDER  -  SECOND    CLASS 0
 NB1407
 NB1407.The horizontal coordinates were scaled from a topographic map and have
 NB1407.an estimated accuracy of +/- 6 seconds.
 NB1407
 NB1407.The orthometric height was determined by differential leveling
 NB1407.and adjusted by the National Geodetic Survey in June 1991..
 NB1407
 NB1407.The geoid height was determined by GEOID03.
 NB1407
 NB1407.The dynamic height is computed by dividing the NAVD 88
 NB1407.geopotential number by the normal gravity value computed on the
 NB1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1407.degrees latitude (g = 980.6199 gals.).
 NB1407
 NB1407.The modeled gravity was interpolated from observed gravity values.
 NB1407
 NB1407;                    North         East    Units  Estimated Accuracy
 NB1407;SPC NY W     -   311,830.      430,840.      MT  (+/- 180 meters Scaled)
 NB1407
 NB1407                          SUPERSEDED SURVEY CONTROL
 NB1407
 NB1407  NGVD 29 (??/??/92)  270.133  (m)          886.26   (f) ADJ UNCH    2 0
 NB1407
 NB1407.Superseded values are not recommended for survey control.
 NB1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1407.See file dsdata.txt to determine how the superseded data were derived.
 NB1407
 NB1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN878422(NAD 83)
 NB1407_MARKER: DB = BENCH MARK DISK
 NB1407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1407_SP_SET: BRIDGE ABUTMENT
 NB1407_STAMPING: B 165 1942
 NB1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1407
 NB1407  HISTORY     - Date     Condition        Report By
 NB1407  HISTORY     - 1942     MONUMENTED       CGS
 NB1407  HISTORY     - 1988     GOOD             USPSQD
 NB1407  HISTORY     - 19910517 GOOD             USPSQD
 NB1407
 NB1407                          STATION DESCRIPTION
 NB1407
 NB1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1407'4.4 MI W FROM HONEOYE.
 NB1407'TO REACH FROM THE POST OFFICE AT HONEOYE--PROCEED 1.5 MILES WESTERLY
 NB1407'ALONG U.S. HIGHWAY NO.20-A TO INTERSECTION OF ROAD LEADING NORTHWEST.
 NB1407'THENCE, GO 2.8 MILES NORTHWESTERLY ALONG DIRT ROAD TO ENTRANCE TO
 NB1407'ROCHESTER WATER WORKS PIPE LINE. THENCE, GO ABOUT 01 MILE NORTH
 NB1407'ALONG PRIVATE ROAD TO SMALL BRIDGE OVER CREEK AND THE SITE OF THE
 NB1407'BENCH MARK. BENCH MARK IS ABOUT 1.5 MILES NORTHEAST OF THE POST
 NB1407'OFFICE IN VILLAGE OF HEMLOCK, ON THE PROPERTY OF THE CITY OF
 NB1407'ROCHESTER AND ABOUT 285.0 FEET SOUTH OF RED BRICK BUILDING AT THE
 NB1407'NORTHERLY END OF PIPE LINE TUNNEL. IT IS SET HORIZONTALLY IN THE
 NB1407'NORTHWEST CORNER OF THE NORTH ABUTMENT OF SMALL BRIDGE, 9.0 FEET WEST
 NB1407'OF AND ABOUT 2.0 FEET WEST OF THE CENTERLINE OF THE PRIVATE ROAD.
 NB1407
 NB1407                          STATION RECOVERY (1988)
 NB1407
 NB1407'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWM)
 NB1407'RECOVERED IN GOOD CONDITION.
 NB1407
 NB1407                          STATION RECOVERY (1991)
 NB1407
 NB1407'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0942 ***********************************************************************
 NB0942  DESIGNATION -  B 166
 NB0942  PID         -  NB0942
 NB0942  STATE/COUNTY-  NY/YATES
 NB0942  USGS QUAD   -  PENN YAN (1976)
 NB0942
 NB0942                         *CURRENT SURVEY CONTROL
 NB0942  ___________________________________________________________________
 NB0942* NAD 83(1986)-  42 40 37.     (N)    077 05 32.     (W)     SCALED    
 NB0942* NAVD 88     -       368.993  (meters)    1210.60   (feet)  ADJUSTED  
 NB0942  ___________________________________________________________________
 NB0942  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NB0942  DYNAMIC HT  -         368.875 (meters)    1210.22  (feet)  COMP
 NB0942  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 NB0942
 NB0942  VERT ORDER  -  SECOND    CLASS 0
 NB0942
 NB0942.The horizontal coordinates were scaled from a topographic map and have
 NB0942.an estimated accuracy of +/- 6 seconds.
 NB0942
 NB0942.The orthometric height was determined by differential leveling
 NB0942.and adjusted by the National Geodetic Survey in June 1991..
 NB0942
 NB0942.The geoid height was determined by GEOID03.
 NB0942
 NB0942.The dynamic height is computed by dividing the NAVD 88
 NB0942.geopotential number by the normal gravity value computed on the
 NB0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0942.degrees latitude (g = 980.6199 gals.).
 NB0942
 NB0942.The modeled gravity was interpolated from observed gravity values.
 NB0942
 NB0942;                    North         East    Units  Estimated Accuracy
 NB0942;SPC NY C     -   297,410.      208,290.      MT  (+/- 180 meters Scaled)
 NB0942
 NB0942                          SUPERSEDED SURVEY CONTROL
 NB0942
 NB0942  NGVD 29 (??/??/92)  369.151  (m)         1211.12   (f) ADJ UNCH    2 0
 NB0942
 NB0942.Superseded values are not recommended for survey control.
 NB0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0942.See file dsdata.txt to determine how the superseded data were derived.
 NB0942
 NB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN285270(NAD 83)
 NB0942_MARKER: DB = BENCH MARK DISK
 NB0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0942_SP_SET: CULVERT
 NB0942_STAMPING: B166 1942
 NB0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0942
 NB0942  HISTORY     - Date     Condition        Report By
 NB0942  HISTORY     - 1942     MONUMENTED       CGS
 NB0942  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0942  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0942  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0942  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0942
 NB0942                          STATION DESCRIPTION
 NB0942
 NB0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0942'2.3 MI W FROM PENN YAN.
 NB0942'TO REACH FROM POST OFFICE AT PENN YAN, PROCEED 0.5 MILE NORTH ON
 NB0942'HIGHWAY NO. 54 TO INTERSECTION OF STATE HIGHWAY NO. 364, TURN LEFT,
 NB0942'(WESTERLY). THENCE GO 1.8 MILES WESTERLY ON STATE HIGHWAY NO. 364 TO
 NB0942'A CONCRETE CULVERT AND A TWO STORY WHITE HOUSE AND SITE OF BENCH
 NB0942'MARK. BENCH MARK IS SET IN THE CENTER AND TOP OF A 3.0 FOOT CONCRETE
 NB0942'CULVERT HEADWALL. 14.0 FEET SOUTH OF, AND 2.0 FEET ABOVE THE CENTER
 NB0942'LINE OF PAVEMENT, 45.0 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NB0942'FARMHOUSE.
 NB0942
 NB0942                          STATION RECOVERY (1985)
 NB0942
 NB0942'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0942'MARK NOT FOUND.
 NB0942
 NB0942                          STATION RECOVERY (1985)
 NB0942
 NB0942'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0942'MARK NOT FOUND.
 NB0942
 NB0942                          STATION RECOVERY (1994)
 NB0942
 NB0942'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0942'MARK NOT FOUND.
 NB0942
 NB0942                          STATION RECOVERY (2001)
 NB0942
 NB0942'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0942'CULVERT EXTENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0994 ***********************************************************************
 NB0994  DESIGNATION -  B 167
 NB0994  PID         -  NB0994
 NB0994  STATE/COUNTY-  NY/STEUBEN
 NB0994  USGS QUAD   -  PULTENEY (1942)
 NB0994
 NB0994                         *CURRENT SURVEY CONTROL
 NB0994  ___________________________________________________________________
 NB0994* NAD 83(1986)-  42 31 33.     (N)    077 09 15.     (W)     SCALED    
 NB0994* NAVD 88     -       223.885  (meters)     734.53   (feet)  ADJUSTED  
 NB0994  ___________________________________________________________________
 NB0994  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NB0994  DYNAMIC HT  -         223.809 (meters)     734.28  (feet)  COMP
 NB0994  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NB0994
 NB0994  VERT ORDER  -  SECOND    CLASS 0
 NB0994
 NB0994.The horizontal coordinates were scaled from a topographic map and have
 NB0994.an estimated accuracy of +/- 6 seconds.
 NB0994
 NB0994.The orthometric height was determined by differential leveling
 NB0994.and adjusted by the National Geodetic Survey in June 1991..
 NB0994
 NB0994.The geoid height was determined by GEOID03.
 NB0994
 NB0994.The dynamic height is computed by dividing the NAVD 88
 NB0994.geopotential number by the normal gravity value computed on the
 NB0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0994.degrees latitude (g = 980.6199 gals.).
 NB0994
 NB0994.The modeled gravity was interpolated from observed gravity values.
 NB0994
 NB0994;                    North         East    Units  Estimated Accuracy
 NB0994;SPC NY C     -   280,660.      203,100.      MT  (+/- 180 meters Scaled)
 NB0994
 NB0994                          SUPERSEDED SURVEY CONTROL
 NB0994
 NB0994  NGVD 29 (??/??/92)  224.046  (m)          735.06   (f) ADJ UNCH    2 0
 NB0994
 NB0994.Superseded values are not recommended for survey control.
 NB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0994.See file dsdata.txt to determine how the superseded data were derived.
 NB0994
 NB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN230104(NAD 83)
 NB0994_MARKER: DB = BENCH MARK DISK
 NB0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0994_SP_SET: CULVERT
 NB0994_STAMPING: B-167 1942
 NB0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0994
 NB0994  HISTORY     - Date     Condition        Report By
 NB0994  HISTORY     - 1942     MONUMENTED       CGS
 NB0994  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0994  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0994  HISTORY     - 19941010 MARK NOT FOUND   USPSQD
 NB0994
 NB0994                          STATION DESCRIPTION
 NB0994
 NB0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0994'5.2 MI S FROM BRANCHPORT.
 NB0994'TO REACH FROM THE POST OFFICE AT BRANCHPORT, PROCEED 5.2 MILES SOUTH
 NB0994'ALONG STATE HIGHWAY NO 54-A TO A WHITE HOUSE WITH A RED ROOF AND SITE
 NB0994'OF BENCH MARK. BENCH MARK IS SET IN THE TOP AND CENTER OF A TWO FOOT
 NB0994'BY FOUR FOOT CONCRETE CULVERT HEADWALL, 18.0 FEET WEST OF AND ABOUT
 NB0994'3.0 FEET BELOW THE PAVEMENT.
 NB0994
 NB0994                          STATION RECOVERY (1988)
 NB0994
 NB0994'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWM)
 NB0994'MARK NOT FOUND.
 NB0994
 NB0994                          STATION RECOVERY (1989)
 NB0994
 NB0994'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0994'MARK NOT FOUND.
 NB0994
 NB0994                          STATION RECOVERY (1994)
 NB0994
 NB0994'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1007 ***********************************************************************
 NB1007  DESIGNATION -  B 168
 NB1007  PID         -  NB1007
 NB1007  STATE/COUNTY-  NY/YATES
 NB1007  USGS QUAD   -  PRATTSBURG (1942)
 NB1007
 NB1007                         *CURRENT SURVEY CONTROL
 NB1007  ___________________________________________________________________
 NB1007* NAD 83(1986)-  42 35 27.     (N)    077 20 08.     (W)     SCALED    
 NB1007* NAVD 88     -       492.451  (meters)    1615.65   (feet)  ADJUSTED  
 NB1007  ___________________________________________________________________
 NB1007  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NB1007  DYNAMIC HT  -         492.275 (meters)    1615.07  (feet)  COMP
 NB1007  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 NB1007
 NB1007  VERT ORDER  -  SECOND    CLASS 0
 NB1007
 NB1007.The horizontal coordinates were scaled from a topographic map and have
 NB1007.an estimated accuracy of +/- 6 seconds.
 NB1007
 NB1007.The orthometric height was determined by differential leveling
 NB1007.and adjusted by the National Geodetic Survey in June 1991..
 NB1007
 NB1007.The geoid height was determined by GEOID03.
 NB1007
 NB1007.The dynamic height is computed by dividing the NAVD 88
 NB1007.geopotential number by the normal gravity value computed on the
 NB1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1007.degrees latitude (g = 980.6199 gals.).
 NB1007
 NB1007.The modeled gravity was interpolated from observed gravity values.
 NB1007
 NB1007;                    North         East    Units  Estimated Accuracy
 NB1007;SPC NY C     -   287,990.      188,260.      MT  (+/- 180 meters Scaled)
 NB1007
 NB1007                          SUPERSEDED SURVEY CONTROL
 NB1007
 NB1007  NGVD 29 (??/??/92)  492.588  (m)         1616.10   (f) ADJ UNCH    2 0
 NB1007
 NB1007.Superseded values are not recommended for survey control.
 NB1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1007.See file dsdata.txt to determine how the superseded data were derived.
 NB1007
 NB1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN083180(NAD 83)
 NB1007_MARKER: DB = BENCH MARK DISK
 NB1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1007_STAMPING: B-168 1942
 NB1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1007+STABILITY: SURFACE MOTION
 NB1007
 NB1007  HISTORY     - Date     Condition        Report By
 NB1007  HISTORY     - 1942     MONUMENTED       CGS
 NB1007  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1007  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1007
 NB1007                          STATION DESCRIPTION
 NB1007
 NB1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1007'2.1 MI S FROM ITALY.
 NB1007'TO REACH FROM THE TOWN HALL IN ITALY PROCEED 1.2 MILES SOUTHWEST
 NB1007'ALONG AN ASPHALT ROAD TO A T- ROAD THENCE, BEAR LEFT (SOUTHERLY)
 NB1007'0.9 MILE TO AN ABANDON FARM HOUSE AND SITE OF BENCH MARK. BENCH MARK
 NB1007'IS 68.0 FEET EAST OF THE SOUTHEAST CORNER OF FARM HOUSE AND OPPOSITE
 NB1007'A LARGE RED BARN, 16.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE
 NB1007'OF ROAD, 8.0 FEET EAST OF A 2.0 FOOT MAPLE TREE, 2.0 FEET NORTH OF A
 NB1007'4 X 4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT
 NB1007'ABOVE GROUND.
 NB1007
 NB1007                          STATION RECOVERY (1990)
 NB1007
 NB1007'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1007'MARK NOT FOUND.
 NB1007
 NB1007                          STATION RECOVERY (1994)
 NB1007
 NB1007'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1046 ***********************************************************************
 NB1046  DESIGNATION -  B 169
 NB1046  PID         -  NB1046
 NB1046  STATE/COUNTY-  NY/STEUBEN
 NB1046  USGS QUAD   -  PRATTSBURG (1942)
 NB1046
 NB1046                         *CURRENT SURVEY CONTROL
 NB1046  ___________________________________________________________________
 NB1046* NAD 83(1986)-  42 30 28.     (N)    077 16 18.     (W)     SCALED    
 NB1046* NAVD 88     -       414.026  (meters)    1358.35   (feet)  ADJUSTED  
 NB1046  ___________________________________________________________________
 NB1046  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NB1046  DYNAMIC HT  -         413.883 (meters)    1357.88  (feet)  COMP
 NB1046  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 NB1046
 NB1046  VERT ORDER  -  SECOND    CLASS 0
 NB1046
 NB1046.The horizontal coordinates were scaled from a topographic map and have
 NB1046.an estimated accuracy of +/- 6 seconds.
 NB1046
 NB1046.The orthometric height was determined by differential leveling
 NB1046.and adjusted by the National Geodetic Survey in June 1991..
 NB1046
 NB1046.The geoid height was determined by GEOID03.
 NB1046
 NB1046.The dynamic height is computed by dividing the NAVD 88
 NB1046.geopotential number by the normal gravity value computed on the
 NB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1046.degrees latitude (g = 980.6199 gals.).
 NB1046
 NB1046.The modeled gravity was interpolated from observed gravity values.
 NB1046
 NB1046;                    North         East    Units  Estimated Accuracy
 NB1046;SPC NY C     -   278,720.      193,430.      MT  (+/- 180 meters Scaled)
 NB1046
 NB1046                          SUPERSEDED SURVEY CONTROL
 NB1046
 NB1046  NGVD 29 (??/??/92)  414.156  (m)         1358.78   (f) ADJ UNCH    2 0
 NB1046
 NB1046.Superseded values are not recommended for survey control.
 NB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1046.See file dsdata.txt to determine how the superseded data were derived.
 NB1046
 NB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN133086(NAD 83)
 NB1046_MARKER: DB = BENCH MARK DISK
 NB1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1046_STAMPING: B-169 1942
 NB1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1046+STABILITY: SURFACE MOTION
 NB1046
 NB1046  HISTORY     - Date     Condition        Report By
 NB1046  HISTORY     - 1942     MONUMENTED       CGS
 NB1046  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1046  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1046
 NB1046                          STATION DESCRIPTION
 NB1046
 NB1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1046'1.8 MI SE FROM PRATTSBURG.
 NB1046'TO REACH FROM THE POST OFFICE AT PRATTSBURG, PROCEED 1.0 MILE SOUTH
 NB1046'ALONG STATE HIGHWAY NO. 53, TO A T- DIRT ROAD, THENCE TURN LEFT
 NB1046'(EAST) 0.4 MILE TO A COUNTY ASPHALT ROAD NO. 74 CONTINUE 0.4 MILE
 NB1046'ALONG ASPHALT ROAD TO A FARM HOUSE AT TOP OF HILL AND SITE OF BENCH
 NB1046'MARK. BENCH MARK IS OPPOSITE FARM HOUSE, 24.0 FEET EAST OF A PASTURE
 NB1046'FENCE CORNER, 1.0 FOOT SOUTH OF RIGHT OF WAY FENCE, 27.0 FEET NORTH
 NB1046'OF AND LEVEL WITH THE CENTER LINE OF PAVEMENT, ABOUT 100.0 FEET
 NB1046'NORTHWEST OF A FARM HOUSE, 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 NB1046'MARKER POST. MONUMENT PROJECTS 0.3 FOOT ABOVE GROUND.
 NB1046
 NB1046                          STATION RECOVERY (1989)
 NB1046
 NB1046'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1046'MARK NOT FOUND.
 NB1046
 NB1046                          STATION RECOVERY (1994)
 NB1046
 NB1046'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0074 ***********************************************************************
 PJ0074  DESIGNATION -  B 17
 PJ0074  PID         -  PJ0074
 PJ0074  STATE/COUNTY-  NY/JEFFERSON
 PJ0074  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0074
 PJ0074                         *CURRENT SURVEY CONTROL
 PJ0074  ___________________________________________________________________
 PJ0074* NAD 83(1986)-  44 07 49.     (N)    076 18 19.     (W)     SCALED    
 PJ0074* NAVD 88     -        86.384  (meters)     283.41   (feet)  ADJUSTED  
 PJ0074  ___________________________________________________________________
 PJ0074  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 PJ0074  DYNAMIC HT  -          86.372 (meters)     283.37  (feet)  COMP
 PJ0074  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 PJ0074
 PJ0074  VERT ORDER  -  FIRST     CLASS II
 PJ0074
 PJ0074.The horizontal coordinates were scaled from a topographic map and have
 PJ0074.an estimated accuracy of +/- 6 seconds.
 PJ0074
 PJ0074.The orthometric height was determined by differential leveling
 PJ0074.and adjusted by the National Geodetic Survey in June 1991..
 PJ0074
 PJ0074.The geoid height was determined by GEOID03.
 PJ0074
 PJ0074.The dynamic height is computed by dividing the NAVD 88
 PJ0074.geopotential number by the normal gravity value computed on the
 PJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0074.degrees latitude (g = 980.6199 gals.).
 PJ0074
 PJ0074.The modeled gravity was interpolated from observed gravity values.
 PJ0074
 PJ0074;                    North         East    Units  Estimated Accuracy
 PJ0074;SPC NY C     -   458,780.      272,250.      MT  (+/- 180 meters Scaled)
 PJ0074
 PJ0074                          SUPERSEDED SURVEY CONTROL
 PJ0074
 PJ0074  NGVD 29 (??/??/92)   86.527  (m)          283.88   (f) ADJ UNCH    1 2
 PJ0074
 PJ0074.Superseded values are not recommended for survey control.
 PJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0074.See file dsdata.txt to determine how the superseded data were derived.
 PJ0074
 PJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP955871(NAD 83)
 PJ0074_MARKER: Z = SEE DESCRIPTION
 PJ0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0074_SP_SET: RAIL
 PJ0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0074
 PJ0074  HISTORY     - Date     Condition        Report By
 PJ0074  HISTORY     - UNK      MONUMENTED       NYCRR
 PJ0074  HISTORY     - 1943     GOOD             NGS
 PJ0074  HISTORY     - 1958     MARK NOT FOUND   USGS
 PJ0074
 PJ0074                          STATION DESCRIPTION
 PJ0074
 PJ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0074'1.7 MI E FROM CAPE VINCENT.
 PJ0074'B 17 ABOUT 1.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PJ0074'THE STATION AT CAPE VINCENT, JEFFERSON COUNTY, ON THE NORTH SIDE OF
 PJ0074'THE TRACK, AND 30 FEET EAST OF MILEPOST W 23. THE TOP OF A SHORT
 PJ0074'SECTION OF RAIL, SET VERTICALLY IN THE GROUND.
 PJ0074
 PJ0074                          STATION RECOVERY (1958)
 PJ0074
 PJ0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PJ0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0276 ***********************************************************************
 LX0276  DESIGNATION -  B 1/7 S 1/7
 LX0276  PID         -  LX0276
 LX0276  STATE/COUNTY-  NY/SUFFOLK
 LX0276  USGS QUAD   -  PLUM ISLAND (1954)
 LX0276
 LX0276                         *CURRENT SURVEY CONTROL
 LX0276  ___________________________________________________________________
 LX0276* NAD 83(1996)-  41 11 17.45896(N)    072 09 54.33264(W)     ADJUSTED  
 LX0276* NAVD 88     -        26.221  (meters)      86.03   (feet)  ADJUSTED  
 LX0276  ___________________________________________________________________
 LX0276  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX0276  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX0276  DYNAMIC HT  -          26.212 (meters)      86.00  (feet)  COMP
 LX0276  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 LX0276
 LX0276  HORZ ORDER  -  SECOND
 LX0276  VERT ORDER  -  SECOND    CLASS 0
 LX0276
 LX0276.The horizontal coordinates were established by classical geodetic methods
 LX0276.and adjusted by the National Geodetic Survey in January 1999..
 LX0276
 LX0276.The orthometric height was determined by differential leveling
 LX0276.and adjusted by the National Geodetic Survey in June 1991..
 LX0276
 LX0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0276
 LX0276.The geoid height was determined by GEOID03.
 LX0276
 LX0276.The dynamic height is computed by dividing the NAVD 88
 LX0276.geopotential number by the normal gravity value computed on the
 LX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0276.degrees latitude (g = 980.6199 gals.).
 LX0276
 LX0276.The modeled gravity was interpolated from observed gravity values.
 LX0276
 LX0276;                    North         East     Units Scale Factor Converg.
 LX0276;SPC NY L     -   115,050.716   453,931.001   MT  1.00001227   +1 12 00.6
 LX0276;SPC NY L     -   377,462.22  1,489,271.96   sFT  1.00001227   +1 12 00.6
 LX0276;SPC CT       -   191,974.932   353,871.371   MT  1.00000121   +0 23 16.2
 LX0276;SPC CT       -   629,837.76  1,160,992.99   sFT  1.00000121   +0 23 16.2
 LX0276;UTM  18      - 4,563,522.602   737,753.716   MT  1.00029575   +1 52 03.9
 LX0276
 LX0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0276!SPC NY L     -   1.00000073  x   1.00001227  =   1.00001300
 LX0276!SPC CT       -   1.00000073  x   1.00000121  =   1.00000194
 LX0276!UTM  18      -   1.00000073  x   1.00029575  =   1.00029648
 LX0276
 LX0276                          SUPERSEDED SURVEY CONTROL
 LX0276
 LX0276  NAD 83(1996)-  41 11 17.45900(N)    072 09 54.33273(W) AD(       ) 2
 LX0276  NAD 83(1992)-  41 11 17.45757(N)    072 09 54.33172(W) AD(       ) 2
 LX0276  NAD 83(1986)-  41 11 17.45917(N)    072 09 54.33747(W) AD(       ) 2
 LX0276  NAD 27      -  41 11 17.10200(N)    072 09 56.05700(W) AD(       ) 2
 LX0276  NGVD 29 (??/??/92)   26.510  (m)           86.97   (f) ADJ UNCH    2 0
 LX0276
 LX0276.Superseded values are not recommended for survey control.
 LX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0276.See file dsdata.txt to determine how the superseded data were derived.
 LX0276
 LX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3775463523(NAD 83)
 LX0276_MARKER: DB = BENCH MARK DISK
 LX0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0276_SP_SET: BUILDING
 LX0276_STAMPING: B 1/7 S1/7 1943
 LX0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0276
 LX0276  HISTORY     - Date     Condition        Report By
 LX0276  HISTORY     - 1943     MONUMENTED       CGS
 LX0276  HISTORY     - 1943     GOOD             CGS
 LX0276
 LX0276                          STATION DESCRIPTION
 LX0276
 LX0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0276'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX0276'TERRY, ON PLUM ISLAND.  IT IS NEAR THE E END OF THE ISLAND, AND
 LX0276'IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE SECOND
 LX0276'CONCRETE FIRE-CONTROL BUILDING W OF THE 110-FT. STEEL
 LX0276'TOWER.  IT IS MARKED BY A STANDARD DISK, STAMPED B 1 OVER 7 S
 LX0276'OVER 1 OVER 7 1943 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF OF
 LX0276'THE BUILDING, DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LX0276'
 LX0276'THE STATION WAS LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX0276
 LX0276                          STATION RECOVERY (1943)
 LX0276
 LX0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LX0276'AT PLUM ISLAND.
 LX0276'AT FORT TERRY, SUFFOLK COUNTY, NEAR THE EAST END OF PLUM ISLAND,
 LX0276'ON THE HIGHEST KNOLL IN THE VICINITY, 200 FEET WEST OF A
 LX0276'100-FOOT STEEL TOWER, AT THE WEST ONE OF THREE FIRE-CONTROL
 LX0276'BUILDINGS DIRECTLY OVER THE CENTER OF THE INSTRUMENT, AND IN
 LX0276'THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0354 ***********************************************************************
 OF0354  DESIGNATION -  B 170
 OF0354  PID         -  OF0354
 OF0354  STATE/COUNTY-  NY/OSWEGO
 OF0354  USGS QUAD   -  FULTON (1978)
 OF0354
 OF0354                         *CURRENT SURVEY CONTROL
 OF0354  ___________________________________________________________________
 OF0354* NAD 83(1986)-  43 16 39.     (N)    076 27 49.     (W)     SCALED    
 OF0354* NAVD 88     -       130.864  (meters)     429.34   (feet)  ADJUSTED  
 OF0354  ___________________________________________________________________
 OF0354  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OF0354  DYNAMIC HT  -         130.835 (meters)     429.25  (feet)  COMP
 OF0354  MODELED GRAV-     980,396.3   (mgal)                       NAVD 88
 OF0354
 OF0354  VERT ORDER  -  SECOND    CLASS 0
 OF0354
 OF0354.The horizontal coordinates were scaled from a topographic map and have
 OF0354.an estimated accuracy of +/- 6 seconds.
 OF0354
 OF0354.The orthometric height was determined by differential leveling
 OF0354.and adjusted by the National Geodetic Survey in June 1991..
 OF0354
 OF0354.The geoid height was determined by GEOID03.
 OF0354
 OF0354.The dynamic height is computed by dividing the NAVD 88
 OF0354.geopotential number by the normal gravity value computed on the
 OF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0354.degrees latitude (g = 980.6199 gals.).
 OF0354
 OF0354.The modeled gravity was interpolated from observed gravity values.
 OF0354
 OF0354;                    North         East    Units  Estimated Accuracy
 OF0354;SPC NY C     -   364,000.      259,720.      MT  (+/- 180 meters Scaled)
 OF0354
 OF0354                          SUPERSEDED SURVEY CONTROL
 OF0354
 OF0354  NGVD 29 (??/??/92)  131.045  (m)          429.94   (f) ADJ UNCH    2 0
 OF0354
 OF0354.Superseded values are not recommended for survey control.
 OF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0354.See file dsdata.txt to determine how the superseded data were derived.
 OF0354
 OF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN812926(NAD 83)
 OF0354_MARKER: DB = BENCH MARK DISK
 OF0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0354_SP_SET: CULVERT
 OF0354_STAMPING: B 170 1942
 OF0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0354
 OF0354  HISTORY     - Date     Condition        Report By
 OF0354  HISTORY     - 1942     MONUMENTED       CGS
 OF0354  HISTORY     - 1982     GOOD             NGS
 OF0354
 OF0354                          STATION DESCRIPTION
 OF0354
 OF0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0354'3.4 MI S FROM GRANBY CENTER.
 OF0354'TO REACH FROM THE SCHOOL HOUSE AT GRANBY CENTER, PROCEED 3.4 MILES
 OF0354'SOUTH ALONG COUNTY ASPHALT ROAD TO THE INTERSECTION OF STATE HIGHWAY
 OF0354'NO. 176, AT BOWENS CORNER AND SITE OF BENCH MARK.
 OF0354'BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE SOUTH HEADWALL
 OF0354'OF A 3X4 FOOT CONCRETE CULVERT UNDER HIGHWAY. IT IS 59.0 FEET
 OF0354'NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY WHITE HOUSE, 36.0
 OF0354'FEET SOUTHEAST OF AND ABOUT 0.6 FOOT BELOW THE CENTER OF INTERSECTION
 OF0354'OF STATE HIGHWAY NO. 176 AND COUNTY ASPHALT ROAD.
 OF0354
 OF0354                          STATION RECOVERY (1982)
 OF0354
 OF0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0371 ***********************************************************************
 OF0371  DESIGNATION -  B 171
 OF0371  PID         -  OF0371
 OF0371  STATE/COUNTY-  NY/ONONDAGA
 OF0371  USGS QUAD   -  LYSANDER (1976)
 OF0371
 OF0371                         *CURRENT SURVEY CONTROL
 OF0371  ___________________________________________________________________
 OF0371* NAD 83(1986)-  43 12 25.     (N)    076 26 20.     (W)     SCALED    
 OF0371* NAVD 88     -       144.296  (meters)     473.41   (feet)  ADJUSTED  
 OF0371  ___________________________________________________________________
 OF0371  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OF0371  DYNAMIC HT  -         144.263 (meters)     473.30  (feet)  COMP
 OF0371  MODELED GRAV-     980,390.8   (mgal)                       NAVD 88
 OF0371
 OF0371  VERT ORDER  -  SECOND    CLASS 0
 OF0371
 OF0371.The horizontal coordinates were scaled from a topographic map and have
 OF0371.an estimated accuracy of +/- 6 seconds.
 OF0371
 OF0371.The orthometric height was determined by differential leveling
 OF0371.and adjusted by the National Geodetic Survey in June 1991..
 OF0371
 OF0371.The geoid height was determined by GEOID03.
 OF0371
 OF0371.The dynamic height is computed by dividing the NAVD 88
 OF0371.geopotential number by the normal gravity value computed on the
 OF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0371.degrees latitude (g = 980.6199 gals.).
 OF0371
 OF0371.The modeled gravity was interpolated from observed gravity values.
 OF0371
 OF0371;                    North         East    Units  Estimated Accuracy
 OF0371;SPC NY C     -   356,170.      261,740.      MT  (+/- 180 meters Scaled)
 OF0371
 OF0371                          SUPERSEDED SURVEY CONTROL
 OF0371
 OF0371  NGVD 29 (??/??/92)  144.472  (m)          473.99   (f) ADJ UNCH    2 0
 OF0371
 OF0371.Superseded values are not recommended for survey control.
 OF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0371.See file dsdata.txt to determine how the superseded data were derived.
 OF0371
 OF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN831848(NAD 83)
 OF0371_MARKER: DB = BENCH MARK DISK
 OF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0371_STAMPING: B 171 1942
 OF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0371+STABILITY: SURFACE MOTION
 OF0371
 OF0371  HISTORY     - Date     Condition        Report By
 OF0371  HISTORY     - 1942     MONUMENTED       CGS
 OF0371  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 OF0371
 OF0371                          STATION DESCRIPTION
 OF0371
 OF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0371'1.0 MI E FROM LYSANDER.
 OF0371'TO REACH FROM THE POST OFFICE AT LYSANDER, PROCEED 1.0 MILE EAST
 OF0371'ALONG COUNTY ASPHALT ROAD TO A FARM HOUSE AND BARN ON SOUTH SIDE OF
 OF0371'ROAD AND SITE OF BENCH MARK.
 OF0371'BENCH MARK IS 56.0 FEET NORTH OF THE NORTHEAST CORNER OF BARN AND
 OF0371'ABOUT 4.0 FEET WEST OF FENCE CORNER. IT IS 23.0 FEET SOUTH OF AND
 OF0371'1.0 FOOT BELOW THE CENTER LINE OF PAVEMENT, ABOUT 1.0 FOOT NORTH
 OF0371'OF THE RIGHT OF WAY FENCE, 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 OF0371'MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
 OF0371
 OF0371                          STATION RECOVERY (1995)
 OF0371
 OF0371'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0237 ***********************************************************************
 OF0237  DESIGNATION -  B 172
 OF0237  PID         -  OF0237
 OF0237  STATE/COUNTY-  NY/ONONDAGA
 OF0237  USGS QUAD   -  CAMILLUS (1978)
 OF0237
 OF0237                         *CURRENT SURVEY CONTROL
 OF0237  ___________________________________________________________________
 OF0237* NAD 83(1986)-  43 05 07.     (N)    076 19 45.     (W)     SCALED    
 OF0237* NAVD 88     -       131.272  (meters)     430.68   (feet)  ADJUSTED  
 OF0237  ___________________________________________________________________
 OF0237  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OF0237  DYNAMIC HT  -         131.240 (meters)     430.58  (feet)  COMP
 OF0237  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 OF0237
 OF0237  VERT ORDER  -  SECOND    CLASS 0
 OF0237
 OF0237.The horizontal coordinates were scaled from a topographic map and have
 OF0237.an estimated accuracy of +/- 6 seconds.
 OF0237
 OF0237.The orthometric height was determined by differential leveling
 OF0237.and adjusted by the National Geodetic Survey in June 1991..
 OF0237
 OF0237.The geoid height was determined by GEOID03.
 OF0237
 OF0237.The dynamic height is computed by dividing the NAVD 88
 OF0237.geopotential number by the normal gravity value computed on the
 OF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0237.degrees latitude (g = 980.6199 gals.).
 OF0237
 OF0237.The modeled gravity was interpolated from observed gravity values.
 OF0237
 OF0237;                    North         East    Units  Estimated Accuracy
 OF0237;SPC NY C     -   342,680.      270,700.      MT  (+/- 180 meters Scaled)
 OF0237
 OF0237                          SUPERSEDED SURVEY CONTROL
 OF0237
 OF0237  NGVD 29 (??/??/92)  131.439  (m)          431.23   (f) ADJ UNCH    2 0
 OF0237
 OF0237.Superseded values are not recommended for survey control.
 OF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0237.See file dsdata.txt to determine how the superseded data were derived.
 OF0237
 OF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN918711(NAD 83)
 OF0237_MARKER: DB = BENCH MARK DISK
 OF0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0237_SP_SET: BRIDGE ABUTMENT
 OF0237_STAMPING: B 172 1942
 OF0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0237
 OF0237  HISTORY     - Date     Condition        Report By
 OF0237  HISTORY     - 1942     MONUMENTED       CGS
 OF0237  HISTORY     - 19950422 GOOD             USPSQD
 OF0237
 OF0237                          STATION DESCRIPTION
 OF0237
 OF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0237'AT WARNERS.
 OF0237'BENCH MARK IS ABOUT 400.0 FEET WEST OF THE NEW YORK CENTRAL RAILROAD
 OF0237'STATION AND MILE POST 300, AND SET VERTICALLY IN THE NORTH ABUTMENT
 OF0237'WALL OF OVERHEAD HIGHWAY BRIDGE AT EAST END. IT IS 14.0 FEET NORTH
 OF0237'OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF NORTH TRACK.
 OF0237
 OF0237                          STATION RECOVERY (1995)
 OF0237
 OF0237'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0691 ***********************************************************************
 NB0691  DESIGNATION -  B 174
 NB0691  PID         -  NB0691
 NB0691  STATE/COUNTY-  NY/SENECA
 NB0691  USGS QUAD   -  LODI (1942)
 NB0691
 NB0691                         *CURRENT SURVEY CONTROL
 NB0691  ___________________________________________________________________
 NB0691* NAD 83(1986)-  42 36 51.     (N)    076 51 19.     (W)     SCALED    
 NB0691* NAVD 88     -       240.081  (meters)     787.67   (feet)  ADJUSTED  
 NB0691  ___________________________________________________________________
 NB0691  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NB0691  DYNAMIC HT  -         240.009 (meters)     787.43  (feet)  COMP
 NB0691  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 NB0691
 NB0691  VERT ORDER  -  SECOND    CLASS 0
 NB0691
 NB0691.The horizontal coordinates were scaled from a topographic map and have
 NB0691.an estimated accuracy of +/- 6 seconds.
 NB0691
 NB0691.The orthometric height was determined by differential leveling
 NB0691.and adjusted by the National Geodetic Survey in June 1991..
 NB0691
 NB0691.The geoid height was determined by GEOID03.
 NB0691
 NB0691.The dynamic height is computed by dividing the NAVD 88
 NB0691.geopotential number by the normal gravity value computed on the
 NB0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0691.degrees latitude (g = 980.6199 gals.).
 NB0691
 NB0691.The modeled gravity was interpolated from observed gravity values.
 NB0691
 NB0691;                    North         East    Units  Estimated Accuracy
 NB0691;SPC NY C     -   290,350.      227,690.      MT  (+/- 180 meters Scaled)
 NB0691
 NB0691                          SUPERSEDED SURVEY CONTROL
 NB0691
 NB0691  NGVD 29 (??/??/92)  240.262  (m)          788.26   (f) ADJ UNCH    2 0
 NB0691
 NB0691.Superseded values are not recommended for survey control.
 NB0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0691.See file dsdata.txt to determine how the superseded data were derived.
 NB0691
 NB0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN478196(NAD 83)
 NB0691_MARKER: DB = BENCH MARK DISK
 NB0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0691_SP_SET: CONCRETE BASE
 NB0691_STAMPING: B 174 1942
 NB0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0691
 NB0691  HISTORY     - Date     Condition        Report By
 NB0691  HISTORY     - 1942     MONUMENTED       CGS
 NB0691  HISTORY     - 1985     GOOD             USPSQD
 NB0691  HISTORY     - 1989     GOOD             USPSQD
 NB0691  HISTORY     - 20011107 GOOD             USPSQD
 NB0691  HISTORY     - 20050926 GOOD             USPSQD
 NB0691
 NB0691                          STATION DESCRIPTION
 NB0691
 NB0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0691'AT LODI.
 NB0691'AT LODI, SENECA COUNTY, 108 FEET SOUTH OF THE LEHIGH VALLEY
 NB0691'RAILROAD STATION, 2 POLES SOUTH OF MILEPOST 323, IN THE TOP OF
 NB0691'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A RAILROAD WATER CRANE,
 NB0691'10 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, AND LEVEL WITH
 NB0691'THE TRACK. A STANDARD DISK, STAMPED B 174 1942.
 NB0691
 NB0691                          STATION RECOVERY (1985)
 NB0691
 NB0691'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0691'LVRR STATION, RAILS, TIES, MILEPOSTS HAVE BEEN REMOVED. NO
 NB0691'DESCRIPTION DIMENSIONAL BASES REMAIN. TO DETERMINE LOCATION FROM
 NB0691'CLOSEST HOUSE (APPROXIMATELY 100 YARDS), AND DUE TO HEAVY TREE AND
 NB0691'UNDERBRUSH GROWTH, WOULD REQUIRE A TRAVERSE, FOR WHICH INSTRUMENTS
 NB0691'ARE NOT AVAILABLE. THE OWNER, STANLEY VANVLEET, OR THE PRESENT
 NB0691'RESIDENT, ROB VANVLEET, CAN BE CONTACTED TO BE LED TO THE LOCATION OF
 NB0691'THE MARK. IT IS ABOUT 50 YARDS SOUTH OF THE END OF THE ROAD. THE MARK
 NB0691'IS LOCATED IN THE SOUTHEAST CORNER OF THE R
 NB0691
 NB0691                          STATION RECOVERY (1989)
 NB0691
 NB0691'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0691'RECOVERED IN GOOD CONDITION.
 NB0691
 NB0691                          STATION RECOVERY (2001)
 NB0691
 NB0691'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0691'RECOVERED IN GOOD CONDITION.
 NB0691
 NB0691                          STATION RECOVERY (2005)
 NB0691
 NB0691'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0751 ***********************************************************************
 NB0751  DESIGNATION -  B 175
 NB0751  PID         -  NB0751
 NB0751  STATE/COUNTY-  NY/SENECA
 NB0751  USGS QUAD   -  OVID (1970)
 NB0751
 NB0751                         *CURRENT SURVEY CONTROL
 NB0751  ___________________________________________________________________
 NB0751* NAD 83(1986)-  42 40 52.     (N)    076 48 46.     (W)     SCALED    
 NB0751* NAVD 88     -       287.301  (meters)     942.59   (feet)  ADJUSTED  
 NB0751  ___________________________________________________________________
 NB0751  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NB0751  DYNAMIC HT  -         287.216 (meters)     942.31  (feet)  COMP
 NB0751  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NB0751
 NB0751  VERT ORDER  -  SECOND    CLASS 0
 NB0751
 NB0751.The horizontal coordinates were scaled from a topographic map and have
 NB0751.an estimated accuracy of +/- 6 seconds.
 NB0751
 NB0751.The orthometric height was determined by differential leveling
 NB0751.and adjusted by the National Geodetic Survey in June 1991..
 NB0751
 NB0751.The geoid height was determined by GEOID03.
 NB0751
 NB0751.The dynamic height is computed by dividing the NAVD 88
 NB0751.geopotential number by the normal gravity value computed on the
 NB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0751.degrees latitude (g = 980.6199 gals.).
 NB0751
 NB0751.The modeled gravity was interpolated from observed gravity values.
 NB0751
 NB0751;                    North         East    Units  Estimated Accuracy
 NB0751;SPC NY C     -   297,770.      231,200.      MT  (+/- 180 meters Scaled)
 NB0751
 NB0751                          SUPERSEDED SURVEY CONTROL
 NB0751
 NB0751  NGVD 29 (??/??/92)  287.478  (m)          943.17   (f) ADJ UNCH    2 0
 NB0751
 NB0751.Superseded values are not recommended for survey control.
 NB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0751.See file dsdata.txt to determine how the superseded data were derived.
 NB0751
 NB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN514269(NAD 83)
 NB0751_MARKER: DB = BENCH MARK DISK
 NB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0751_STAMPING: B 175 1942
 NB0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0751+STABILITY: SURFACE MOTION
 NB0751
 NB0751  HISTORY     - Date     Condition        Report By
 NB0751  HISTORY     - 1942     MONUMENTED       CGS
 NB0751  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0751  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0751  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 NB0751
 NB0751                          STATION DESCRIPTION
 NB0751
 NB0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0751'0.4 MI N FROM OVID.
 NB0751'0.4 MILE NORTH ALONG STATE HIGHWAY 414 FROM THE POST OFFICE AT OVID,
 NB0751'SENECA COUNTY, THENCE 0.4 MILE EAST ALONG AN ASPHALT ROAD, 80 YARDS
 NB0751'EAST OF A BUFF FARMHOUSE, ACROSS THE ROAD FROM THE WEST END OF A
 NB0751'DEPRESSION BARING ROCK OUTCROP, 22.5 FEET NORTH OF THE CENTERLINE OF
 NB0751'THE ROAD, 5.5 FEET EAST OF A POLE, 2 FEET WEST OF A WHITE WOODEN
 NB0751'WITNESS POST, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 0.5 FOOT
 NB0751'HIGHER THAN THE ROAD. A STANDARD DISK, STAMPED B 175 1942 AND SET IN
 NB0751'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 NB0751
 NB0751                          STATION RECOVERY (1985)
 NB0751
 NB0751'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0751'MARK NOT FOUND.
 NB0751
 NB0751                          STATION RECOVERY (1985)
 NB0751
 NB0751'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0751'MARK NOT FOUND.
 NB0751
 NB0751                          STATION RECOVERY (2001)
 NB0751
 NB0751'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0057 ***********************************************************************
 NB0057  DESIGNATION -  B 176
 NB0057  PID         -  NB0057
 NB0057  STATE/COUNTY-  NY/CAYUGA
 NB0057  USGS QUAD   -  MORAVIA (1976)
 NB0057
 NB0057                         *CURRENT SURVEY CONTROL
 NB0057  ___________________________________________________________________
 NB0057* NAD 83(1986)-  42 44 10.     (N)    076 23 36.     (W)     SCALED    
 NB0057* NAVD 88     -       332.920  (meters)    1092.26   (feet)  ADJUSTED  
 NB0057  ___________________________________________________________________
 NB0057  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NB0057  DYNAMIC HT  -         332.814 (meters)    1091.91  (feet)  COMP
 NB0057  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NB0057
 NB0057  VERT ORDER  -  SECOND    CLASS 0
 NB0057
 NB0057.The horizontal coordinates were scaled from a topographic map and have
 NB0057.an estimated accuracy of +/- 6 seconds.
 NB0057
 NB0057.The orthometric height was determined by differential leveling
 NB0057.and adjusted by the National Geodetic Survey in June 1991..
 NB0057
 NB0057.The geoid height was determined by GEOID03.
 NB0057
 NB0057.The dynamic height is computed by dividing the NAVD 88
 NB0057.geopotential number by the normal gravity value computed on the
 NB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0057.degrees latitude (g = 980.6199 gals.).
 NB0057
 NB0057.The modeled gravity was interpolated from observed gravity values.
 NB0057
 NB0057;                    North         East    Units  Estimated Accuracy
 NB0057;SPC NY C     -   303,870.      265,560.      MT  (+/- 180 meters Scaled)
 NB0057
 NB0057                          SUPERSEDED SURVEY CONTROL
 NB0057
 NB0057  NGVD 29 (??/??/92)  333.06   (m)         1092.7    (f) COMPUTED    2 0
 NB0057
 NB0057.Superseded values are not recommended for survey control.
 NB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0057.See file dsdata.txt to determine how the superseded data were derived.
 NB0057
 NB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN859324(NAD 83)
 NB0057_MARKER: DB = BENCH MARK DISK
 NB0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0057_SP_SET: CULVERT
 NB0057_STAMPING: B 176 1942
 NB0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0057
 NB0057  HISTORY     - Date     Condition        Report By
 NB0057  HISTORY     - 1942     MONUMENTED       CGS
 NB0057  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 NB0057
 NB0057                          STATION DESCRIPTION
 NB0057
 NB0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0057'2.9 MI NE FROM MORAVIA.
 NB0057'TO REACH FROM THE POST OFFICE IN MORAVIA--PROCEED 2.9 MILES NORTHEAST
 NB0057'ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0057'120.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW FRAME HOUSE,
 NB0057'AND 27.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE
 NB0057'HOUSE. IT IS 12.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 NB0057'CENTERLINE OF HIGHWAY AND SET HORIZONTALLY IN THE CENTER OF THE EAST
 NB0057'HEADWALL OF A CONCRETE CULVERT. A STANDARD DISK, STAMPED B 176 1942
 NB0057
 NB0057                          STATION RECOVERY (1954)
 NB0057
 NB0057'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 NB0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0593 ***********************************************************************
 NB0593  DESIGNATION -  B 177
 NB0593  PID         -  NB0593
 NB0593  STATE/COUNTY-  NY/CAYUGA
 NB0593  USGS QUAD   -  SCIPIO CENTER (1956)
 NB0593
 NB0593                         *CURRENT SURVEY CONTROL
 NB0593  ___________________________________________________________________
 NB0593* NAD 83(1986)-  42 52 23.     (N)    076 30 33.     (W)     SCALED    
 NB0593* NAVD 88     -       254.069  (meters)     833.56   (feet)  ADJUSTED  
 NB0593  ___________________________________________________________________
 NB0593  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NB0593  DYNAMIC HT  -         253.998 (meters)     833.33  (feet)  COMP
 NB0593  MODELED GRAV-     980,335.0   (mgal)                       NAVD 88
 NB0593
 NB0593  VERT ORDER  -  SECOND    CLASS 0
 NB0593
 NB0593.The horizontal coordinates were scaled from a topographic map and have
 NB0593.an estimated accuracy of +/- 6 seconds.
 NB0593
 NB0593.The orthometric height was determined by differential leveling
 NB0593.and adjusted by the National Geodetic Survey in June 1991..
 NB0593
 NB0593.The geoid height was determined by GEOID03.
 NB0593
 NB0593.The dynamic height is computed by dividing the NAVD 88
 NB0593.geopotential number by the normal gravity value computed on the
 NB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0593.degrees latitude (g = 980.6199 gals.).
 NB0593
 NB0593.The modeled gravity was interpolated from observed gravity values.
 NB0593
 NB0593;                    North         East    Units  Estimated Accuracy
 NB0593;SPC NY C     -   319,070.      256,060.      MT  (+/- 180 meters Scaled)
 NB0593
 NB0593                          SUPERSEDED SURVEY CONTROL
 NB0593
 NB0593  NGVD 29 (??/??/92)  254.22   (m)          834.1    (f) COMPUTED    2 0
 NB0593
 NB0593.Superseded values are not recommended for survey control.
 NB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0593.See file dsdata.txt to determine how the superseded data were derived.
 NB0593
 NB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN767478(NAD 83)
 NB0593_MARKER: DB = BENCH MARK DISK
 NB0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0593_SP_SET: CULVERT
 NB0593_STAMPING: B 177 1942
 NB0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0593
 NB0593  HISTORY     - Date     Condition        Report By
 NB0593  HISTORY     - 1942     MONUMENTED       CGS
 NB0593  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 NB0593
 NB0593                          STATION DESCRIPTION
 NB0593
 NB0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0593'5.6 MI SE FROM AUBURN.
 NB0593'TO REACH FROM THE POST OFFICE IN AUBURN--PROCEED 5.6 MILES SOUTHEAST
 NB0593'ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0593'165.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A YELLOW TWO-STORY
 NB0593'FRAME HOUSE, AND 25.0 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY
 NB0593'LEADING TO THE HOUSE. IT IS 19.0 FEET EAST OF AND ABOUT 1.0 FOOT
 NB0593'BELOW THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE CENTER
 NB0593'OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 NB0593
 NB0593                          STATION RECOVERY (1994)
 NB0593
 NB0593'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0594 ***********************************************************************
 NB0594  DESIGNATION -  B 177 RESET 1959
 NB0594  PID         -  NB0594
 NB0594  STATE/COUNTY-  NY/CAYUGA
 NB0594  USGS QUAD   -  SCIPIO CENTER (1956)
 NB0594
 NB0594                         *CURRENT SURVEY CONTROL
 NB0594  ___________________________________________________________________
 NB0594* NAD 83(1986)-  42 52 23.     (N)    076 30 33.     (W)     SCALED    
 NB0594* NAVD 88     -       254.80   (+/-2cm)     836.0    (feet)  VERTCON   
 NB0594  ___________________________________________________________________
 NB0594  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NB0594
 NB0594  VERT ORDER  -  THIRD (See Below)
 NB0594
 NB0594.The horizontal coordinates were scaled from a topographic map and have
 NB0594.an estimated accuracy of +/- 6 seconds.
 NB0594
 NB0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0594.The vertical order pertains to the NGVD 29 superseded value.
 NB0594
 NB0594.The geoid height was determined by GEOID03.
 NB0594
 NB0594;                    North         East    Units  Estimated Accuracy
 NB0594;SPC NY C     -   319,070.      256,060.      MT  (+/- 180 meters Scaled)
 NB0594
 NB0594                          SUPERSEDED SURVEY CONTROL
 NB0594
 NB0594  NGVD 29 (??/??/??)  254.94   (m)          836.4    (f) RESET       3  
 NB0594
 NB0594.Superseded values are not recommended for survey control.
 NB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0594.See file dsdata.txt to determine how the superseded data were derived.
 NB0594
 NB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN767478(NAD 83)
 NB0594_MARKER: DB = BENCH MARK DISK
 NB0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0594_STAMPING: B 177 RESET 1959
 NB0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0594+STABILITY: SURFACE MOTION
 NB0594
 NB0594  HISTORY     - Date     Condition        Report By
 NB0594  HISTORY     - 1959     MONUMENTED       CGS
 NB0594  HISTORY     - 19940617 GOOD             USPSQD
 NB0594
 NB0594                          STATION DESCRIPTION
 NB0594
 NB0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NB0594'5.4 MI SE FROM AUBURN.
 NB0594'TO REACH FROM SECOND BAPTIST CHURCH IN AUBURN LOCATED AT U. S.
 NB0594'RT. NO. 20 (E. GENESSE STREET) AND N.Y.S. HIGHWAY NO. 38 A (OWASCO
 NB0594'ROAD). PROCEED 5.4 MILES SOUTHEAST ON RT. 38 A TO SITE OF MARK
 NB0594'LOCATED ON THE EAST SIDE OF THE ROAD. BENCH MARK IS SET ON THE RIGHT
 NB0594'OF WAY ABOUT 100 FEET NORTH OF DRIVEWAY OF THE LAKELAND FARM AND
 NB0594'ABOUT 145 FEET NORTHWEST OF THE LAKELAND FARM HOUSE (A TWO STORY
 NB0594'STRUCTURE), ABOUT 2 FEET SOUTH OF A FENCE LINE, AND SET IN A CONCRETE
 NB0594'POST.
 NB0594
 NB0594                          STATION RECOVERY (1994)
 NB0594
 NB0594'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0098 ***********************************************************************
 NB0098  DESIGNATION -  B 178
 NB0098  PID         -  NB0098
 NB0098  STATE/COUNTY-  NY/ONONDAGA
 NB0098  USGS QUAD   -  OTISCO VALLEY (1955)
 NB0098
 NB0098                         *CURRENT SURVEY CONTROL
 NB0098  ___________________________________________________________________
 NB0098* NAD 83(1986)-  42 49 24.     (N)    076 14 34.     (W)     SCALED    
 NB0098* NAVD 88     -       301.978  (meters)     990.74   (feet)  ADJUSTED  
 NB0098  ___________________________________________________________________
 NB0098  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NB0098  DYNAMIC HT  -         301.890 (meters)     990.45  (feet)  COMP
 NB0098  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 NB0098
 NB0098  VERT ORDER  -  SECOND    CLASS 0
 NB0098
 NB0098.The horizontal coordinates were scaled from a topographic map and have
 NB0098.an estimated accuracy of +/- 6 seconds.
 NB0098
 NB0098.The orthometric height was determined by differential leveling
 NB0098.and adjusted by the National Geodetic Survey in June 1991..
 NB0098
 NB0098.The geoid height was determined by GEOID03.
 NB0098
 NB0098.The dynamic height is computed by dividing the NAVD 88
 NB0098.geopotential number by the normal gravity value computed on the
 NB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0098.degrees latitude (g = 980.6199 gals.).
 NB0098
 NB0098.The modeled gravity was interpolated from observed gravity values.
 NB0098
 NB0098;                    North         East    Units  Estimated Accuracy
 NB0098;SPC NY C     -   313,600.      277,850.      MT  (+/- 180 meters Scaled)
 NB0098
 NB0098                          SUPERSEDED SURVEY CONTROL
 NB0098
 NB0098  NGVD 29 (??/??/92)  302.121  (m)          991.21   (f) ADJ UNCH    2 0
 NB0098
 NB0098.Superseded values are not recommended for survey control.
 NB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0098.See file dsdata.txt to determine how the superseded data were derived.
 NB0098
 NB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN984419(NAD 83)
 NB0098_MARKER: DB = BENCH MARK DISK
 NB0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0098_STAMPING: B 178 1942
 NB0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0098+STABILITY: SURFACE MOTION
 NB0098
 NB0098  HISTORY     - Date     Condition        Report By
 NB0098  HISTORY     - 1942     MONUMENTED       CGS
 NB0098  HISTORY     - 1955     MARK NOT FOUND   USGS
 NB0098
 NB0098                          STATION DESCRIPTION
 NB0098
 NB0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0098'15.8 MI N FROM HOMER.
 NB0098'TO REACH FROM THE POST OFFICE IN HOMER-- PROCEED 13.2 MILES
 NB0098'NORTHWEST ON STATE HIGHWAY NO. 41 TO A SIDE ROAD INTERSECTION AT
 NB0098'SPAFFORD, THENCE GO 0.7 MILE EAST ON AN IMPROVED COUNTY ROAD TO A
 NB0098'CROSS ROAD INTERSECTION, THENCE GO 1.2 MILES NORTH TO A SIDE ROAD
 NB0098'INTERSECTION LEADING EAST, THENCE GO 0.7 MILE EAST ON A DIRT ROAD
 NB0098'TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 800.0 FEET WEST OF A
 NB0098'SIDE ROAD INTERSECTION, 24.0 FEET SOUTHWEST OF THE CENTER OF A ROCK
 NB0098'CULVERT, 14.0 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE
 NB0098'OF ROAD. IT IS 9.0 FEET NORTH OF A SMALL BROOK, AND 3.0 FEET
 NB0098'SOUTHEAST OF A 4X4 INCH WOODEN MARKER POST.---MONUMENT PROJECTS
 NB0098'0.4 FOOT. A STANDARD DISK, STAMPED B 178 1942. NOTE--BENCH MARK IS
 NB0098'ALSO 12.7 MILES NORTHWEST OF TULLY.
 NB0098
 NB0098                          STATION RECOVERY (1955)
 NB0098
 NB0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 NB0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0023 ***********************************************************************
 NB0023  DESIGNATION -  B 179
 NB0023  PID         -  NB0023
 NB0023  STATE/COUNTY-  NY/ONONDAGA
 NB0023  USGS QUAD   -  MARCELLUS (1976)
 NB0023
 NB0023                         *CURRENT SURVEY CONTROL
 NB0023  ___________________________________________________________________
 NB0023* NAD 83(1986)-  42 57 47.     (N)    076 19 07.     (W)     SCALED    
 NB0023* NAVD 88     -       307.057  (meters)    1007.40   (feet)  ADJUSTED  
 NB0023  ___________________________________________________________________
 NB0023  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NB0023  DYNAMIC HT  -         306.971 (meters)    1007.12  (feet)  COMP
 NB0023  MODELED GRAV-     980,332.7   (mgal)                       NAVD 88
 NB0023
 NB0023  VERT ORDER  -  SECOND    CLASS 0
 NB0023
 NB0023.The horizontal coordinates were scaled from a topographic map and have
 NB0023.an estimated accuracy of +/- 6 seconds.
 NB0023
 NB0023.The orthometric height was determined by differential leveling
 NB0023.and adjusted by the National Geodetic Survey in June 1991..
 NB0023
 NB0023.The geoid height was determined by GEOID03.
 NB0023
 NB0023.The dynamic height is computed by dividing the NAVD 88
 NB0023.geopotential number by the normal gravity value computed on the
 NB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0023.degrees latitude (g = 980.6199 gals.).
 NB0023
 NB0023.The modeled gravity was interpolated from observed gravity values.
 NB0023
 NB0023;                    North         East    Units  Estimated Accuracy
 NB0023;SPC NY C     -   329,100.      271,600.      MT  (+/- 180 meters Scaled)
 NB0023
 NB0023                          SUPERSEDED SURVEY CONTROL
 NB0023
 NB0023  NGVD 29 (??/??/92)  307.208  (m)         1007.90   (f) ADJ UNCH    2 0
 NB0023
 NB0023.Superseded values are not recommended for survey control.
 NB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0023.See file dsdata.txt to determine how the superseded data were derived.
 NB0023
 NB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN924575(NAD 83)
 NB0023_MARKER: DB = BENCH MARK DISK
 NB0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0023_SP_SET: CULVERT
 NB0023_STAMPING: B 179 1942
 NB0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0023
 NB0023  HISTORY     - Date     Condition        Report By
 NB0023  HISTORY     - 1942     MONUMENTED       CGS
 NB0023
 NB0023                          STATION DESCRIPTION
 NB0023
 NB0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0023'1.9 MI SE FROM MARCELLUS.
 NB0023'TO REACH FROM THE POST OFFICE IN MARCELLUS--  PROCEED 0.3 MILE EAST
 NB0023'ON STATE HIGHWAY NO. 175 TO A SIDE ROAD INTERSECTION LEADING SOUTH,
 NB0023'THENCE GO 1.6 MILES SOUTH ON AN IMPROVED COUNTY ROAD TO SITE OF
 NB0023'BENCH MARK. BENCH MARK IS ABOUT 0.1 MILE NORTH OF A WHITE SHINGLE
 NB0023'HOUSE, AND 14.5 FEET WEST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE
 NB0023'OF ROAD TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 NB0023'A WHITE SHINGLE HOUSE, AND 14.5 FEET WEST OF AND ABOUT 0.5 FOOT
 NB0023'BELOW THE CENTERLINE OF ROAD. IT IS 12.0 FEET EAST OF A FENCE CORNER,
 NB0023'AND SET HORIZONTALLY IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 NB0023'CULVERT. A STANDARD DISK, STAMPED B 179 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0132 ***********************************************************************
 KU0132  DESIGNATION -  B 179
 KU0132  PID         -  KU0132
 KU0132  STATE/COUNTY-  NY/SUFFOLK
 KU0132  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0132
 KU0132                         *CURRENT SURVEY CONTROL
 KU0132  ___________________________________________________________________
 KU0132* NAD 83(1986)-  40 56 59.     (N)    072 54 21.     (W)     SCALED    
 KU0132* NAVD 88     -        40.764  (meters)     133.74   (feet)  ADJUSTED  
 KU0132  ___________________________________________________________________
 KU0132  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU0132  DYNAMIC HT  -          40.749 (meters)     133.69  (feet)  COMP
 KU0132  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 KU0132
 KU0132  VERT ORDER  -  SECOND    CLASS 0
 KU0132
 KU0132.The horizontal coordinates were scaled from a topographic map and have
 KU0132.an estimated accuracy of +/- 6 seconds.
 KU0132
 KU0132.The orthometric height was determined by differential leveling
 KU0132.and adjusted by the National Geodetic Survey in June 1991..
 KU0132
 KU0132.The geoid height was determined by GEOID03.
 KU0132
 KU0132.The dynamic height is computed by dividing the NAVD 88
 KU0132.geopotential number by the normal gravity value computed on the
 KU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0132.degrees latitude (g = 980.6199 gals.).
 KU0132
 KU0132.The modeled gravity was interpolated from observed gravity values.
 KU0132
 KU0132;                    North         East    Units  Estimated Accuracy
 KU0132;SPC NY L     -    87,530.      392,130.      MT  (+/- 180 meters Scaled)
 KU0132
 KU0132                          SUPERSEDED SURVEY CONTROL
 KU0132
 KU0132  NGVD 29 (??/??/92)   41.063  (m)          134.72   (f) ADJ UNCH    2 0
 KU0132
 KU0132.Superseded values are not recommended for survey control.
 KU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0132.See file dsdata.txt to determine how the superseded data were derived.
 KU0132
 KU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL762352(NAD 83)
 KU0132_MARKER: Z = SEE DESCRIPTION
 KU0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0132_SP_SET: COPING
 KU0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0132
 KU0132  HISTORY     - Date     Condition        Report By
 KU0132  HISTORY     - UNK      MONUMENTED       LIRR
 KU0132  HISTORY     - 1932     GOOD             NGS
 KU0132  HISTORY     - 1950     GOOD             NGS
 KU0132  HISTORY     - 1988     POOR             USPSQD
 KU0132
 KU0132                          STATION DESCRIPTION
 KU0132
 KU0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0132'0.3 MI W FROM SHOREHAM.
 KU0132'0.3 MILE WEST ALONG THE ABANDONED WADING RIVER BRANCH OF THE LONG
 KU0132'ISLAND RAILROAD FROM THE FORMER STATION OF SHOREHAM, SUFFOLK
 KU0132'COUNTY, AT STATION 3442+80, AT THE UNDERGRADE CROSSING (A
 KU0132'DRESSED-STONE BRIDGE) OF A COUNTY ROAD, ON THE TOP OF THE WEST END
 KU0132'OF THE SOUTH COPING, 9.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 KU0132'1-1/2 FEET BELOW THE BASE OF THE RAIL.  A CHISELED POINT, MARKED
 KU0132'WITH THE FIGURES BM B 179.
 KU0132
 KU0132                          STATION RECOVERY (1950)
 KU0132
 KU0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KU0132'RECOVERED IN GOOD CONDITION.
 KU0132
 KU0132                          STATION RECOVERY (1988)
 KU0132
 KU0132'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU0132'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0129 ***********************************************************************
 OF0129  DESIGNATION -  B 18
 OF0129  PID         -  OF0129
 OF0129  STATE/COUNTY-  NY/JEFFERSON
 OF0129  USGS QUAD   -  ADAMS (1982)
 OF0129
 OF0129                         *CURRENT SURVEY CONTROL
 OF0129  ___________________________________________________________________
 OF0129* NAD 83(1986)-  43 47 25.     (N)    076 02 20.     (W)     SCALED    
 OF0129* NAVD 88     -       177.513  (meters)     582.39   (feet)  ADJUSTED  
 OF0129  ___________________________________________________________________
 OF0129  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 OF0129  DYNAMIC HT  -         177.478 (meters)     582.28  (feet)  COMP
 OF0129  MODELED GRAV-     980,419.7   (mgal)                       NAVD 88
 OF0129
 OF0129  VERT ORDER  -  FIRST     CLASS II
 OF0129
 OF0129.The horizontal coordinates were scaled from a topographic map and have
 OF0129.an estimated accuracy of +/- 6 seconds.
 OF0129
 OF0129.The orthometric height was determined by differential leveling
 OF0129.and adjusted by the National Geodetic Survey in June 1991..
 OF0129
 OF0129.The geoid height was determined by GEOID03.
 OF0129
 OF0129.The dynamic height is computed by dividing the NAVD 88
 OF0129.geopotential number by the normal gravity value computed on the
 OF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0129.degrees latitude (g = 980.6199 gals.).
 OF0129
 OF0129.The modeled gravity was interpolated from observed gravity values.
 OF0129
 OF0129;                    North         East    Units  Estimated Accuracy
 OF0129;SPC NY C     -   421,110.      293,820.      MT  (+/- 180 meters Scaled)
 OF0129
 OF0129                          SUPERSEDED SURVEY CONTROL
 OF0129
 OF0129  NGVD 29 (??/??/92)  177.650  (m)          582.84   (f) ADJ UNCH    1 2
 OF0129
 OF0129.Superseded values are not recommended for survey control.
 OF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0129.See file dsdata.txt to determine how the superseded data were derived.
 OF0129
 OF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP164491(NAD 83)
 OF0129_MARKER: B = BOLT
 OF0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0129_SP_SET: CULVERT
 OF0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0129
 OF0129  HISTORY     - Date     Condition        Report By
 OF0129  HISTORY     - UNK      MONUMENTED       CGS
 OF0129  HISTORY     - 1919     GOOD             NGS
 OF0129
 OF0129                          STATION DESCRIPTION
 OF0129
 OF0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0129'1.6 MI S FROM ADAMS.
 OF0129'B 18 -- 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 OF0129'FROM ADAMS, JEFFERSON COUNTY, 0.5 MILE NORTH OF LIMERICK, ABOUT
 OF0129'1000 FEET SOUTH OF A WHISTLE POST, 1 POLE SOUTH OF A FARM-ROAD
 OF0129'CROSSING, AT A 20-INCH IRON-PIPE CULVERT, IN THE TOP OF THE CONCRETE
 OF0129'COPING OF THE EAST HEADWALL, AND 6 FEET EAST OF THE EAST
 OF0129'RAIL OF THE EAST TRACK. THE TOP OF A ROUNDHEADED IRON BOLT.
 OF0129'NOTE--IT WAS REPORTED IN JUNE 1942 THAT THE CONCRETE HEADWALL
 OF0129'CARRYING THIS BENCH MARK IS CRACKED NEAR THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0011 ***********************************************************************
 NB0011  DESIGNATION -  B 180
 NB0011  PID         -  NB0011
 NB0011  STATE/COUNTY-  NY/ONONDAGA
 NB0011  USGS QUAD   -  SOUTH ONONDAGA (1973)
 NB0011
 NB0011                         *CURRENT SURVEY CONTROL
 NB0011  ___________________________________________________________________
 NB0011* NAD 83(1986)-  42 59 26.     (N)    076 14 16.     (W)     SCALED    
 NB0011* NAVD 88     -       276.942  (meters)     908.60   (feet)  ADJUSTED  
 NB0011  ___________________________________________________________________
 NB0011  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NB0011  DYNAMIC HT  -         276.866 (meters)     908.35  (feet)  COMP
 NB0011  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 NB0011
 NB0011  VERT ORDER  -  SECOND    CLASS 0
 NB0011
 NB0011.The horizontal coordinates were scaled from a topographic map and have
 NB0011.an estimated accuracy of +/- 6 seconds.
 NB0011
 NB0011.The orthometric height was determined by differential leveling
 NB0011.and adjusted by the National Geodetic Survey in June 1991..
 NB0011
 NB0011.The geoid height was determined by GEOID03.
 NB0011
 NB0011.The dynamic height is computed by dividing the NAVD 88
 NB0011.geopotential number by the normal gravity value computed on the
 NB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0011.degrees latitude (g = 980.6199 gals.).
 NB0011
 NB0011.The modeled gravity was interpolated from observed gravity values.
 NB0011
 NB0011;                    North         East    Units  Estimated Accuracy
 NB0011;SPC NY C     -   332,180.      278,180.      MT  (+/- 180 meters Scaled)
 NB0011
 NB0011                          SUPERSEDED SURVEY CONTROL
 NB0011
 NB0011  NGVD 29 (??/??/92)  277.103  (m)          909.13   (f) ADJ UNCH    2 0
 NB0011
 NB0011.Superseded values are not recommended for survey control.
 NB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0011.See file dsdata.txt to determine how the superseded data were derived.
 NB0011
 NB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN990605(NAD 83)
 NB0011_MARKER: DB = BENCH MARK DISK
 NB0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0011_SP_SET: CULVERT
 NB0011_STAMPING: B 180 1942
 NB0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0011
 NB0011  HISTORY     - Date     Condition        Report By
 NB0011  HISTORY     - 1942     MONUMENTED       CGS
 NB0011  HISTORY     - 1973     MARK NOT FOUND   USGS
 NB0011
 NB0011                          STATION DESCRIPTION
 NB0011
 NB0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0011'6.9 MI SW FROM SYRACUSE.
 NB0011'TO REACH FROM THE COURTHOUSE IN SYRACUSE--  PROCEED 6.9 MILES
 NB0011'SOUTHWEST ON STATE HIGHWAY NO. 175 TO SITE OF BENCH MARK. BENCH MARK
 NB0011'IS ABOUT 0.7 MILE EAST OF ROAD LEADING TO NAVARINO, 28.0 FEET
 NB0011'NORTHEAST OF A RAIL FENCE, AND 14.0 FEET NORTH OF A TELEPHONE POLE.
 NB0011'IT IS 18.0 FEET SOUTHWEST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE
 NB0011'OF HIGHWAY, AND SET HORIZONTALLY IN THE CENTER OF THE SOUTHWEST
 NB0011'HEADWALL OF A CONCRETE CULVERT. A STANDARD DISK, STAMPED B 180 1942.
 NB0011'NOTE-- ROAD CONSTR. IN AREA.
 NB0011
 NB0011                          STATION RECOVERY (1973)
 NB0011
 NB0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NB0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0757 ***********************************************************************
 OE0757  DESIGNATION -  B 181
 OE0757  PID         -  OE0757
 OE0757  STATE/COUNTY-  NY/ONEIDA
 OE0757  USGS QUAD   -  WESTERNVILLE (1978)
 OE0757
 OE0757                         *CURRENT SURVEY CONTROL
 OE0757  ___________________________________________________________________
 OE0757* NAD 83(1986)-  43 18 18.     (N)    075 23 00.     (W)     SCALED    
 OE0757* NAVD 88     -       172.126  (meters)     564.72   (feet)  ADJUSTED  
 OE0757  ___________________________________________________________________
 OE0757  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 OE0757  DYNAMIC HT  -         172.084 (meters)     564.58  (feet)  COMP
 OE0757  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OE0757
 OE0757  VERT ORDER  -  SECOND    CLASS 0
 OE0757
 OE0757.The horizontal coordinates were scaled from a topographic map and have
 OE0757.an estimated accuracy of +/- 6 seconds.
 OE0757
 OE0757.The orthometric height was determined by differential leveling
 OE0757.and adjusted by the National Geodetic Survey in June 1991..
 OE0757
 OE0757.The geoid height was determined by GEOID03.
 OE0757
 OE0757.The dynamic height is computed by dividing the NAVD 88
 OE0757.geopotential number by the normal gravity value computed on the
 OE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0757.degrees latitude (g = 980.6199 gals.).
 OE0757
 OE0757.The modeled gravity was interpolated from observed gravity values.
 OE0757
 OE0757;                    North         East    Units  Estimated Accuracy
 OE0757;SPC NY C     -   367,750.      347,360.      MT  (+/- 180 meters Scaled)
 OE0757
 OE0757                          SUPERSEDED SURVEY CONTROL
 OE0757
 OE0757  NGVD 29 (??/??/92)  172.255  (m)          565.14   (f) ADJ UNCH    2 0
 OE0757
 OE0757.Superseded values are not recommended for survey control.
 OE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0757.See file dsdata.txt to determine how the superseded data were derived.
 OE0757
 OE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN689947(NAD 83)
 OE0757_MARKER: DB = BENCH MARK DISK
 OE0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0757_SP_SET: BUILDING
 OE0757_STAMPING: B 181 1942
 OE0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0757
 OE0757  HISTORY     - Date     Condition        Report By
 OE0757  HISTORY     - 1942     MONUMENTED       CGS
 OE0757  HISTORY     - 1976     GOOD             NGS
 OE0757
 OE0757                          STATION DESCRIPTION
 OE0757
 OE0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0757'IN WESTERNVILLE.
 OE0757'AT WESTERNVILLE, ONEIDA COUNTY, 115 FEET SOUTHEAST OF THE CENTERLINE
 OE0757'OF STATE HIGHWAY 46, AT A RED BRICK SCHOOLHOUSE, 8 FEET NORTHEAST OF
 OE0757'THE CENTER OF THE FRONT DOOR, IN THE EAST END OF THE SECOND STEP, AND
 OE0757'1.3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED B 181 1942.
 OE0757
 OE0757                          STATION RECOVERY (1976)
 OE0757
 OE0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0662 ***********************************************************************
 OE0662  DESIGNATION -  B 184
 OE0662  PID         -  OE0662
 OE0662  STATE/COUNTY-  NY/ONEIDA
 OE0662  USGS QUAD   -  BOONVILLE (1955)
 OE0662
 OE0662                         *CURRENT SURVEY CONTROL
 OE0662  ___________________________________________________________________
 OE0662* NAD 83(1986)-  43 27 31.     (N)    075 17 24.     (W)     SCALED    
 OE0662* NAVD 88     -       368.078  (meters)    1207.60   (feet)  ADJUSTED  
 OE0662  ___________________________________________________________________
 OE0662  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 OE0662  DYNAMIC HT  -         367.985 (meters)    1207.30  (feet)  COMP
 OE0662  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 OE0662
 OE0662  VERT ORDER  -  FIRST     CLASS II
 OE0662
 OE0662.The horizontal coordinates were scaled from a topographic map and have
 OE0662.an estimated accuracy of +/- 6 seconds.
 OE0662
 OE0662.The orthometric height was determined by differential leveling
 OE0662.and adjusted by the National Geodetic Survey in June 1991..
 OE0662
 OE0662.The geoid height was determined by GEOID03.
 OE0662
 OE0662.The dynamic height is computed by dividing the NAVD 88
 OE0662.geopotential number by the normal gravity value computed on the
 OE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0662.degrees latitude (g = 980.6199 gals.).
 OE0662
 OE0662.The modeled gravity was interpolated from observed gravity values.
 OE0662
 OE0662;                    North         East    Units  Estimated Accuracy
 OE0662;SPC NY C     -   384,930.      354,670.      MT  (+/- 180 meters Scaled)
 OE0662
 OE0662                          SUPERSEDED SURVEY CONTROL
 OE0662
 OE0662  NGVD 29 (??/??/92)  368.167  (m)         1207.89   (f) ADJ UNCH    1 2
 OE0662
 OE0662.Superseded values are not recommended for survey control.
 OE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0662.See file dsdata.txt to determine how the superseded data were derived.
 OE0662
 OE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP765117(NAD 83)
 OE0662_MARKER: DB = BENCH MARK DISK
 OE0662_SETTING: 0 = UNSPECIFIED SETTING
 OE0662_STAMPING: B 184 1942
 OE0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0662
 OE0662  HISTORY     - Date     Condition        Report By
 OE0662  HISTORY     - 1942     MONUMENTED       CGS
 OE0662  HISTORY     - 20050801 MARK NOT FOUND   NYDT
 OE0662
 OE0662                          STATION DESCRIPTION
 OE0662
 OE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0662'2.9 MI SE FROM BOONVILLE.
 OE0662'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT BOONVILLE,
 OE0662'PROCEED SOUTHEASTERLY ALONG RAILROAD TRACK 2.9 MILES TO THE SITE OF
 OE0662'THE BENCH MARK. BENCH MARK IS 173.0 FEET NORTHWEST OF MILE POST U32
 OE0662'AND 36.0 FEET NORTHEAST OF AND ABOUT 1.2 FEET BELOW THE CENTERLINE OF
 OE0662'THE TRACK AND 2.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 OE0662
 OE0662                          STATION RECOVERY (2005)
 OE0662
 OE0662'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1089 ***********************************************************************
 OE1089  DESIGNATION -  B 185
 OE1089  PID         -  OE1089
 OE1089  STATE/COUNTY-  NY/ONEIDA
 OE1089  USGS QUAD   -  LEE CENTER (1955)
 OE1089
 OE1089                         *CURRENT SURVEY CONTROL
 OE1089  ___________________________________________________________________
 OE1089* NAD 83(1986)-  43 21 54.     (N)    075 31 09.     (W)     SCALED    
 OE1089* NAVD 88     -       338.285  (meters)    1109.86   (feet)  ADJUSTED  
 OE1089  ___________________________________________________________________
 OE1089  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 OE1089  DYNAMIC HT  -         338.199 (meters)    1109.57  (feet)  COMP
 OE1089  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 OE1089
 OE1089  VERT ORDER  -  SECOND    CLASS 0
 OE1089
 OE1089.The horizontal coordinates were scaled from a topographic map and have
 OE1089.an estimated accuracy of +/- 6 seconds.
 OE1089
 OE1089.The orthometric height was determined by differential leveling
 OE1089.and adjusted by the National Geodetic Survey in June 1991..
 OE1089
 OE1089.The geoid height was determined by GEOID03.
 OE1089
 OE1089.The dynamic height is computed by dividing the NAVD 88
 OE1089.geopotential number by the normal gravity value computed on the
 OE1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1089.degrees latitude (g = 980.6199 gals.).
 OE1089
 OE1089.The modeled gravity was interpolated from observed gravity values.
 OE1089
 OE1089;                    North         East    Units  Estimated Accuracy
 OE1089;SPC NY C     -   374,270.      336,250.      MT  (+/- 180 meters Scaled)
 OE1089
 OE1089                          SUPERSEDED SURVEY CONTROL
 OE1089
 OE1089  NGVD 29 (??/??/92)  338.418  (m)         1110.29   (f) ADJ UNCH    2 0
 OE1089
 OE1089.Superseded values are not recommended for survey control.
 OE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1089.See file dsdata.txt to determine how the superseded data were derived.
 OE1089
 OE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP579014(NAD 83)
 OE1089_MARKER: DB = BENCH MARK DISK
 OE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1089_STAMPING: B 185 1942
 OE1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1089+STABILITY: SURFACE MOTION
 OE1089
 OE1089  HISTORY     - Date     Condition        Report By
 OE1089  HISTORY     - 1942     MONUMENTED       CGS
 OE1089
 OE1089                          STATION DESCRIPTION
 OE1089
 OE1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1089'2.3 MI SW FROM WEST BRANCH.
 OE1089'0.3 MILE SOUTH ALONG STATE HIGHWAY 26 FROM THE SCHOOL AT WEST BRANCH,
 OE1089'ONEIDA COUNTY, THENCE 2.0 MILES WEST ALONG A COUNTY ROAD. 260 FEET
 OE1089'NORTHWEST OF A FRAME HOUSE, 23 FEET NORTHEAST OF THE CENTERLINE OF THE
 OE1089'ROAD, 16 FEET NORTHWEST OF A ROW OF TREES, 3 FEET SOUTHEAST OF A WHITE
 OE1089'WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD. A STANDARD DISK,
 OE1089'STAMPED B 185 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OE1089'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0717 ***********************************************************************
 OF0717  DESIGNATION -  B 186
 OF0717  PID         -  OF0717
 OF0717  STATE/COUNTY-  NY/CAYUGA
 OF0717  USGS QUAD   -  MONTEZUMA (1978)
 OF0717
 OF0717                         *CURRENT SURVEY CONTROL
 OF0717  ___________________________________________________________________
 OF0717* NAD 83(1986)-  43 01 03.     (N)    076 41 17.     (W)     SCALED    
 OF0717* NAVD 88     -       117.602  (meters)     385.83   (feet)  ADJUSTED  
 OF0717  ___________________________________________________________________
 OF0717  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OF0717  DYNAMIC HT  -         117.573 (meters)     385.74  (feet)  COMP
 OF0717  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 OF0717
 OF0717  VERT ORDER  -  SECOND    CLASS 0
 OF0717
 OF0717.The horizontal coordinates were scaled from a topographic map and have
 OF0717.an estimated accuracy of +/- 6 seconds.
 OF0717
 OF0717.The orthometric height was determined by differential leveling
 OF0717.and adjusted by the National Geodetic Survey in June 1991..
 OF0717
 OF0717.The geoid height was determined by GEOID03.
 OF0717
 OF0717.The dynamic height is computed by dividing the NAVD 88
 OF0717.geopotential number by the normal gravity value computed on the
 OF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0717.degrees latitude (g = 980.6199 gals.).
 OF0717
 OF0717.The modeled gravity was interpolated from observed gravity values.
 OF0717
 OF0717;                    North         East    Units  Estimated Accuracy
 OF0717;SPC NY C     -   335,120.      241,460.      MT  (+/- 180 meters Scaled)
 OF0717
 OF0717                          SUPERSEDED SURVEY CONTROL
 OF0717
 OF0717  NGVD 29 (??/??/92)  117.790  (m)          386.45   (f) ADJ UNCH    2 0
 OF0717
 OF0717.Superseded values are not recommended for survey control.
 OF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0717.See file dsdata.txt to determine how the superseded data were derived.
 OF0717
 OF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN624641(NAD 83)
 OF0717_MARKER: DB = BENCH MARK DISK
 OF0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0717_SP_SET: CULVERT
 OF0717_STAMPING: B 186 1942
 OF0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0717
 OF0717  HISTORY     - Date     Condition        Report By
 OF0717  HISTORY     - 1942     MONUMENTED       CGS
 OF0717  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 OF0717
 OF0717                          STATION DESCRIPTION
 OF0717
 OF0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0717'3.5 MI SW FROM PORT BYRON.
 OF0717'TO REACH FROM THE HIGH SCHOOL AT PORT BYRON, PROCEED SOUTHWESTERLY ON
 OF0717'STATE HIGHWAY NO.31, GO 3.5 MILES TO A CONCRETE CULVERT NEAR A T
 OF0717'ROAD INTERSECTION AND SITE OF BENCH MARK.
 OF0717'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 OF0717'HEADWALL OF THE CONCRETE CULVERT, IT IS 33 FEET EAST OF THE CENTER
 OF0717'OF THE INTERSECTION, 18 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 OF0717'AS THE CENTER LINE OF THE HIGHWAY.
 OF0717
 OF0717                          STATION RECOVERY (1994)
 OF0717
 OF0717'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7454 ***********************************************************************
 AE7454  DESIGNATION -  B 186 RESET
 AE7454  PID         -  AE7454
 AE7454  STATE/COUNTY-  NY/CAYUGA
 AE7454  USGS QUAD   -  MONTEZUMA (1978)
 AE7454
 AE7454                         *CURRENT SURVEY CONTROL
 AE7454  ___________________________________________________________________
 AE7454* NAD 83(1986)-  43 01 03.     (N)    076 41 17.     (W)     SCALED    
 AE7454* NAVD 88     -       125.66   (+/-2cm)     412.3    (feet)  VERTCON   
 AE7454  ___________________________________________________________________
 AE7454  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AE7454
 AE7454  VERT ORDER  -  THIRD (See Below)
 AE7454
 AE7454.The horizontal coordinates were scaled from a topographic map and have
 AE7454.an estimated accuracy of +/- 6 seconds.
 AE7454
 AE7454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7454.The vertical order pertains to the NGVD 29 superseded value.
 AE7454
 AE7454.The geoid height was determined by GEOID03.
 AE7454
 AE7454;                    North         East    Units  Estimated Accuracy
 AE7454;SPC NY C     -   335,120.      241,460.      MT  (+/- 180 meters Scaled)
 AE7454
 AE7454                          SUPERSEDED SURVEY CONTROL
 AE7454
 AE7454  NGVD 29 (09/01/04)  125.84   (m)          412.9    (f) RESET       3  
 AE7454
 AE7454.Superseded values are not recommended for survey control.
 AE7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7454.See file dsdata.txt to determine how the superseded data were derived.
 AE7454
 AE7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN624641(NAD 83)
 AE7454_MARKER: DV = VERTICAL CONTROL DISK
 AE7454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE7454_SP_SET: BRIDGE ABUTMENT
 AE7454_STAMPING: B 186 RESET 1996
 AE7454_MARK LOGO: NGS   
 AE7454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7454
 AE7454  HISTORY     - Date     Condition        Report By
 AE7454  HISTORY     - 1996     MONUMENTED       NYDT
 AE7454
 AE7454                          STATION DESCRIPTION
 AE7454
 AE7454'DESCRIBED BY NY DEPT OF TRANSP 1996 (CAR)
 AE7454'3.5 MILES (5.6 KM) SOUTHWEST ALONG STATE HIGHWAY 31 FROM THE HIGH
 AE7454'SCHOOL IN PORT BYRON, TO AND TOP OF SOUTHWEST BRIDGE ABUTMENT FOR NEW
 AE7454'YORK STATE THRUWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0545 ***********************************************************************
 OF0545  DESIGNATION -  B 187
 OF0545  PID         -  OF0545
 OF0545  STATE/COUNTY-  NY/WAYNE
 OF0545  USGS QUAD   -  WOLCOTT (1978)
 OF0545
 OF0545                         *CURRENT SURVEY CONTROL
 OF0545  ___________________________________________________________________
 OF0545* NAD 83(1986)-  43 12 44.     (N)    076 49 51.     (W)     SCALED    
 OF0545* NAVD 88     -       109.685  (meters)     359.86   (feet)  ADJUSTED  
 OF0545  ___________________________________________________________________
 OF0545  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OF0545  DYNAMIC HT  -         109.659 (meters)     359.77  (feet)  COMP
 OF0545  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 OF0545
 OF0545  VERT ORDER  -  SECOND    CLASS 0
 OF0545
 OF0545.The horizontal coordinates were scaled from a topographic map and have
 OF0545.an estimated accuracy of +/- 6 seconds.
 OF0545
 OF0545.The orthometric height was determined by differential leveling
 OF0545.and adjusted by the National Geodetic Survey in June 1991..
 OF0545
 OF0545.The geoid height was determined by GEOID03.
 OF0545
 OF0545.The dynamic height is computed by dividing the NAVD 88
 OF0545.geopotential number by the normal gravity value computed on the
 OF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0545.degrees latitude (g = 980.6199 gals.).
 OF0545
 OF0545.The modeled gravity was interpolated from observed gravity values.
 OF0545
 OF0545;                    North         East    Units  Estimated Accuracy
 OF0545;SPC NY C     -   356,780.      229,890.      MT  (+/- 180 meters Scaled)
 OF0545
 OF0545                          SUPERSEDED SURVEY CONTROL
 OF0545
 OF0545  NGVD 29 (??/??/92)  109.888  (m)          360.52   (f) ADJ UNCH    2 0
 OF0545
 OF0545.Superseded values are not recommended for survey control.
 OF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0545.See file dsdata.txt to determine how the superseded data were derived.
 OF0545
 OF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN512860(NAD 83)
 OF0545_MARKER: DB = BENCH MARK DISK
 OF0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0545_SP_SET: CULVERT
 OF0545_STAMPING: B 187 1942
 OF0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0545
 OF0545  HISTORY     - Date     Condition        Report By
 OF0545  HISTORY     - 1942     MONUMENTED       CGS
 OF0545
 OF0545                          STATION DESCRIPTION
 OF0545
 OF0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0545'1.4 MI W FROM WOLCOTT.
 OF0545'TO REACH FROM NEW YORK CENTRAL RAIL ROAD STATION AT WOLCOTT. GO
 OF0545'ABOUT 1.3 MILES WESTERLY ALONG NEW YORK CENTRAL RAIL ROAD TO
 OF0545'INTERSECTION OF GRAVEL ROAD AND RAIL ROAD AND SITE OF BENCH MARK.
 OF0545'BENCH MARK IS IN WEST END OF SOUTH HEAD WALL OF 8.0 FOOT CONCRETE
 OF0545'CULVERT. ABOUT 54.0 FEET NORTH WEST OF TELEPHONE POLE. ABOUT 18.0
 OF0545'FEET SOUTH OF AND 4.0 FEET BELOW CENTER LINE OF TRACK.
 OF0545'SET HORIZONTAL AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0535 ***********************************************************************
 OF0535  DESIGNATION -  B 188
 OF0535  PID         -  OF0535
 OF0535  STATE/COUNTY-  NY/WAYNE
 OF0535  USGS QUAD   -  ROSE (1978)
 OF0535
 OF0535                         *CURRENT SURVEY CONTROL
 OF0535  ___________________________________________________________________
 OF0535* NAD 83(1986)-  43 11 05.     (N)    076 54 36.     (W)     SCALED    
 OF0535* NAVD 88     -       116.267  (meters)     381.45   (feet)  ADJUSTED  
 OF0535  ___________________________________________________________________
 OF0535  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OF0535  DYNAMIC HT  -         116.240 (meters)     381.36  (feet)  COMP
 OF0535  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 OF0535
 OF0535  VERT ORDER  -  SECOND    CLASS 0
 OF0535
 OF0535.The horizontal coordinates were scaled from a topographic map and have
 OF0535.an estimated accuracy of +/- 6 seconds.
 OF0535
 OF0535.The orthometric height was determined by differential leveling
 OF0535.and adjusted by the National Geodetic Survey in June 1991..
 OF0535
 OF0535.The geoid height was determined by GEOID03.
 OF0535
 OF0535.The dynamic height is computed by dividing the NAVD 88
 OF0535.geopotential number by the normal gravity value computed on the
 OF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0535.degrees latitude (g = 980.6199 gals.).
 OF0535
 OF0535.The modeled gravity was interpolated from observed gravity values.
 OF0535
 OF0535;                    North         East    Units  Estimated Accuracy
 OF0535;SPC NY C     -   353,740.      223,450.      MT  (+/- 180 meters Scaled)
 OF0535
 OF0535                          SUPERSEDED SURVEY CONTROL
 OF0535
 OF0535  NGVD 29 (??/??/92)  116.478  (m)          382.14   (f) ADJ UNCH    2 0
 OF0535
 OF0535.Superseded values are not recommended for survey control.
 OF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0535.See file dsdata.txt to determine how the superseded data were derived.
 OF0535
 OF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN447830(NAD 83)
 OF0535_MARKER: DB = BENCH MARK DISK
 OF0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0535_STAMPING: B 188 1942
 OF0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0535+STABILITY: SURFACE MOTION
 OF0535
 OF0535  HISTORY     - Date     Condition        Report By
 OF0535  HISTORY     - 1942     MONUMENTED       CGS
 OF0535  HISTORY     - 1984     GOOD             USPSQD
 OF0535  HISTORY     - 20060429 GOOD             USPSQD
 OF0535
 OF0535                          STATION DESCRIPTION
 OF0535
 OF0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0535'0.9 MI W FROM NORTH ROSE.
 OF0535'TO REACH FROM NEW YORK CENTRAL RAIL ROAD STATION AT NORTH ROSE,
 OF0535'GO ABOUT 0.9 MILES WEST.
 OF0535'BENCH MARK IS ABOUT 230.0 FEET EAST OF A FARM ROAD CROSSING, 66.0
 OF0535'FEET NORTH WEST OF A CONCRETE WHISTLE SIGN POST, ABOUT 46.0 FEET
 OF0535'NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF THE RAIL
 OF0535'ROAD. ABOUT 3.0 FEET WEST OF A 4X4 WHITE WOODEN MARKER POST AND
 OF0535'9.0 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 OF0535'MONUMENT PROJECTS 0.5 OF FOOT.
 OF0535
 OF0535                          STATION RECOVERY (1984)
 OF0535
 OF0535'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0535'RECOVERED IN GOOD CONDITION.
 OF0535
 OF0535                          STATION RECOVERY (2006)
 OF0535
 OF0535'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0493 ***********************************************************************
 OF0493  DESIGNATION -  B 189
 OF0493  PID         -  OF0493
 OF0493  STATE/COUNTY-  NY/OSWEGO
 OF0493  USGS QUAD   -  MALLORY (1978)
 OF0493
 OF0493                         *CURRENT SURVEY CONTROL
 OF0493  ___________________________________________________________________
 OF0493* NAD 83(1986)-  43 22 00.     (N)    076 00 43.     (W)     SCALED    
 OF0493* NAVD 88     -       182.403  (meters)     598.43   (feet)  ADJUSTED  
 OF0493  ___________________________________________________________________
 OF0493  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OF0493  DYNAMIC HT  -         182.362 (meters)     598.30  (feet)  COMP
 OF0493  MODELED GRAV-     980,390.8   (mgal)                       NAVD 88
 OF0493
 OF0493  VERT ORDER  -  SECOND    CLASS 0
 OF0493
 OF0493.The horizontal coordinates were scaled from a topographic map and have
 OF0493.an estimated accuracy of +/- 6 seconds.
 OF0493
 OF0493.The orthometric height was determined by differential leveling
 OF0493.and adjusted by the National Geodetic Survey in June 1991..
 OF0493
 OF0493.The geoid height was determined by GEOID03.
 OF0493
 OF0493.The dynamic height is computed by dividing the NAVD 88
 OF0493.geopotential number by the normal gravity value computed on the
 OF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0493.degrees latitude (g = 980.6199 gals.).
 OF0493
 OF0493.The modeled gravity was interpolated from observed gravity values.
 OF0493
 OF0493;                    North         East    Units  Estimated Accuracy
 OF0493;SPC NY C     -   374,060.      296,310.      MT  (+/- 180 meters Scaled)
 OF0493
 OF0493                          SUPERSEDED SURVEY CONTROL
 OF0493
 OF0493  NGVD 29 (??/??/92)  182.570  (m)          598.98   (f) ADJ UNCH    2 0
 OF0493
 OF0493.Superseded values are not recommended for survey control.
 OF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0493.See file dsdata.txt to determine how the superseded data were derived.
 OF0493
 OF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP180020(NAD 83)
 OF0493_MARKER: DB = BENCH MARK DISK
 OF0493_SETTING: 80 = SET IN A BOULDER
 OF0493_SP_SET: BOULDER
 OF0493_STAMPING: B 189 1942
 OF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0493+STABILITY: SURFACE MOTION
 OF0493
 OF0493  HISTORY     - Date     Condition        Report By
 OF0493  HISTORY     - 1942     MONUMENTED       CGS
 OF0493  HISTORY     - 1957     MARK NOT FOUND   USGS
 OF0493  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0493
 OF0493                          STATION DESCRIPTION
 OF0493
 OF0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0493'2.0 MI SW FROM WEST AMBOY.
 OF0493'TO REACH FROM THE WEST AMBOY CEMETERY, PROCEED SOUTHWESTERLY ON ROAD
 OF0493'TO POTTERS CORNERS, AND GO 2.0 MILES TO A BARN ON THE EAST SIDE OF
 OF0493'THE ROAD AND HOUSE ON THE WEST SIDE AND SITE OF BENCH MARK.
 OF0493'BENCH MARK IS SET HORIZONTALLY IN TOP OF A SANDSTONE BOULDER, IT IS
 OF0493'ABOUT 150 FEET NORTHEAST OF THE BARN, ABOUT 100 FEET NORTHEAST OF A
 OF0493'WELL WITH CONCRETE CURB, 15 FEET NORTHEAST OF AND ABOUT THE SAME
 OF0493'ELEVATION AS THE CENTER LINE OF THE ROAD, 8.0 FEET NORTHWEST OF A
 OF0493'ROCK FENCE.
 OF0493
 OF0493                          STATION RECOVERY (1957)
 OF0493
 OF0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OF0493'MARK NOT FOUND.
 OF0493
 OF0493                          STATION RECOVERY (1982)
 OF0493
 OF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0464 ***********************************************************************
 NC0464  DESIGNATION -  B 18.97 L
 NC0464  PID         -  NC0464
 NC0464  STATE/COUNTY-  NY/ERIE
 NC0464  USGS QUAD   -  COLDEN (1979)
 NC0464
 NC0464                         *CURRENT SURVEY CONTROL
 NC0464  ___________________________________________________________________
 NC0464* NAD 83(1986)-  42 38 32.     (N)    078 41 09.     (W)     SCALED    
 NC0464* NAVD 88     -       332.240  (meters)    1090.02   (feet)  ADJUSTED  
 NC0464  ___________________________________________________________________
 NC0464  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NC0464  DYNAMIC HT  -         332.131 (meters)    1089.67  (feet)  COMP
 NC0464  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 NC0464
 NC0464  VERT ORDER  -  FIRST     CLASS I
 NC0464
 NC0464.The horizontal coordinates were scaled from a topographic map and have
 NC0464.an estimated accuracy of +/- 6 seconds.
 NC0464
 NC0464.The orthometric height was determined by differential leveling
 NC0464.and adjusted by the National Geodetic Survey in June 1991..
 NC0464
 NC0464.The geoid height was determined by GEOID03.
 NC0464
 NC0464.The dynamic height is computed by dividing the NAVD 88
 NC0464.geopotential number by the normal gravity value computed on the
 NC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0464.degrees latitude (g = 980.6199 gals.).
 NC0464
 NC0464.The modeled gravity was interpolated from observed gravity values.
 NC0464
 NC0464;                    North         East    Units  Estimated Accuracy
 NC0464;SPC NY W     -   293,430.      341,590.      MT  (+/- 180 meters Scaled)
 NC0464
 NC0464                          SUPERSEDED SURVEY CONTROL
 NC0464
 NC0464  NGVD 29 (??/??/92)  332.395  (m)         1090.53   (f) ADJ UNCH    1 1
 NC0464
 NC0464.Superseded values are not recommended for survey control.
 NC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0464.See file dsdata.txt to determine how the superseded data were derived.
 NC0464
 NC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH897236(NAD 83)
 NC0464_MARKER: DD = SURVEY DISK
 NC0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0464_SP_SET: BRIDGE ABUTMENT
 NC0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0464+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 NC0464
 NC0464  HISTORY     - Date     Condition        Report By
 NC0464  HISTORY     - UNK      MONUMENTED       BORR
 NC0464  HISTORY     - 1967     GOOD             NGS
 NC0464  HISTORY     - 20030513 GOOD             NYDT
 NC0464
 NC0464                          STATION DESCRIPTION
 NC0464
 NC0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0464'IN COLDEN.
 NC0464'AT COLDEN, ABOUT 0.1 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 NC0464'FROM THE BOSTON-COLDEN ROAD OVERPASS, SET ON THE TOP OF THE NORTHEAST
 NC0464'END OF THE NORTHWEST STONE BACKWALL FOR THE NORTHWEST STONE ABUTMENT
 NC0464'OF BRIDGE NO. B 18.97 OVER THE WEST BRANCH OF CAZENOVIA CREEK, 10.4
 NC0464'FEET NORTHEAST OF THE NORTHEAST RAIL, 2.6 FEET SOUTHWEST OF THE
 NC0464'NORTHEAST END OF THE WALL AND ABOUT LEVEL WITH THE TRACK.
 NC0464
 NC0464                          STATION RECOVERY (2003)
 NC0464
 NC0464'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (GLE)
 NC0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1132 ***********************************************************************
 OE1132  DESIGNATION -  B 190
 OE1132  PID         -  OE1132
 OE1132  STATE/COUNTY-  NY/OSWEGO
 OE1132  USGS QUAD   -  PANTHER LAKE (1959)
 OE1132
 OE1132                         *CURRENT SURVEY CONTROL
 OE1132  ___________________________________________________________________
 OE1132* NAD 83(1986)-  43 22 13.     (N)    075 54 37.     (W)     SCALED    
 OE1132* NAVD 88     -       210.428  (meters)     690.38   (feet)  ADJUSTED  
 OE1132  ___________________________________________________________________
 OE1132  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OE1132  DYNAMIC HT  -         210.379 (meters)     690.22  (feet)  COMP
 OE1132  MODELED GRAV-     980,381.9   (mgal)                       NAVD 88
 OE1132
 OE1132  VERT ORDER  -  SECOND    CLASS 0
 OE1132
 OE1132.The horizontal coordinates were scaled from a topographic map and have
 OE1132.an estimated accuracy of +/- 6 seconds.
 OE1132
 OE1132.The orthometric height was determined by differential leveling
 OE1132.and adjusted by the National Geodetic Survey in June 1991..
 OE1132
 OE1132.The geoid height was determined by GEOID03.
 OE1132
 OE1132.The dynamic height is computed by dividing the NAVD 88
 OE1132.geopotential number by the normal gravity value computed on the
 OE1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1132.degrees latitude (g = 980.6199 gals.).
 OE1132
 OE1132.The modeled gravity was interpolated from observed gravity values.
 OE1132
 OE1132;                    North         East    Units  Estimated Accuracy
 OE1132;SPC NY C     -   374,520.      304,550.      MT  (+/- 180 meters Scaled)
 OE1132
 OE1132                          SUPERSEDED SURVEY CONTROL
 OE1132
 OE1132  NGVD 29 (??/??/92)  210.588  (m)          690.90   (f) ADJ UNCH    2 0
 OE1132
 OE1132.Superseded values are not recommended for survey control.
 OE1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1132.See file dsdata.txt to determine how the superseded data were derived.
 OE1132
 OE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP262023(NAD 83)
 OE1132_MARKER: DB = BENCH MARK DISK
 OE1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1132_SP_SET: CATCH BASIN
 OE1132_STAMPING: B 190 1942
 OE1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1132
 OE1132  HISTORY     - Date     Condition        Report By
 OE1132  HISTORY     - 1942     MONUMENTED       CGS
 OE1132  HISTORY     - 1970     GOOD             NGS
 OE1132  HISTORY     - 19980812 MARK NOT FOUND   USPSQD
 OE1132
 OE1132                          STATION DESCRIPTION
 OE1132
 OE1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1132'1.6 MI E FROM AMBOY CENTER.
 OE1132'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 183 AND NO. 69 AT
 OE1132'AMBOY CENTER, PROCEED PROCEED EASTERLY ON STATE HIGHWAY NO. 69 AND GO
 OE1132'1.6 MILES TO A CROSSROAD AND SITE OF BENCH MARK. BENCH MARK IS SET
 OE1132'HORIZONTALLY IN TOP OF THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN,
 OE1132'IT IS 32 FEET SOUTHEAST OF THE CENTER OF THE CROSSROAD, 21 FEET SOUTH
 OE1132'OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY, 21 FEET
 OE1132'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD.
 OE1132
 OE1132                          STATION RECOVERY (1970)
 OE1132
 OE1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OE1132'RECOVERED IN GOOD CONDITION.
 OE1132
 OE1132                          STATION RECOVERY (1998)
 OE1132
 OE1132'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1133 ***********************************************************************
 OE1133  DESIGNATION -  B 190 RESET 1970
 OE1133  PID         -  OE1133
 OE1133  STATE/COUNTY-  NY/OSWEGO
 OE1133  USGS QUAD   -  PANTHER LAKE (1959)
 OE1133
 OE1133                         *CURRENT SURVEY CONTROL
 OE1133  ___________________________________________________________________
 OE1133* NAD 83(1986)-  43 22 13.     (N)    075 54 37.     (W)     SCALED    
 OE1133* NAVD 88     -       209.86   (+/-2cm)     688.5    (feet)  VERTCON   
 OE1133  ___________________________________________________________________
 OE1133  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OE1133
 OE1133  VERT ORDER  -  THIRD (See Below)
 OE1133
 OE1133.The horizontal coordinates were scaled from a topographic map and have
 OE1133.an estimated accuracy of +/- 6 seconds.
 OE1133
 OE1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1133.The vertical order pertains to the NGVD 29 superseded value.
 OE1133
 OE1133.The geoid height was determined by GEOID03.
 OE1133
 OE1133;                    North         East    Units  Estimated Accuracy
 OE1133;SPC NY C     -   374,520.      304,550.      MT  (+/- 180 meters Scaled)
 OE1133
 OE1133                          SUPERSEDED SURVEY CONTROL
 OE1133
 OE1133  NGVD 29 (09/01/04)  210.02   (m)          689.0    (f) RESET       3  
 OE1133
 OE1133.Superseded values are not recommended for survey control.
 OE1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1133.See file dsdata.txt to determine how the superseded data were derived.
 OE1133
 OE1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP262023(NAD 83)
 OE1133_MARKER: DB = BENCH MARK DISK
 OE1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1133_SP_SET: STEP
 OE1133_STAMPING: B 190 RESET 1970
 OE1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1133
 OE1133  HISTORY     - Date     Condition        Report By
 OE1133  HISTORY     - 1970     MONUMENTED       NGS
 OE1133
 OE1133                          STATION DESCRIPTION
 OE1133
 OE1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OE1133'1.6 MI E FROM AMBOY CENTER.
 OE1133'1.6 MILES EAST ALONG STATE HIGHWAY 69 FROM THE FIREHOUSE IN AMBOY
 OE1133'CENTER, AT A 5-WAY ROAD INTERSECTION, 95 FEET NORTH OF CENTER LINE OF
 OE1133'NEW STATE HIGHWAY 69, 45 FEET EAST OF CENTER LINE OF GRAVELED ROAD
 OE1133'RUNNING NORTH, AT SOUTHWEST CORNER OF OLD BARN, CEMENTED IN A DRILL
 OE1133'HOLE IN THE EAST END OF THE CONCRETE STEP OF A MILKHOUSE, SOUTH OF THE
 OE1133'SILO WHICH SETS AT NORTHWEST CORNER OF BARN, 4 FEET WEST OF SOUTHEAST
 OE1133'CORNER OF MILKHOUSE, 16 INCHES SOUTH OF SOUTH WALL OF MILKHOUSE AND 6
 OE1133'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0036 ***********************************************************************
 OF0036  DESIGNATION -  B 191
 OF0036  PID         -  OF0036
 OF0036  STATE/COUNTY-  NY/JEFFERSON
 OF0036  USGS QUAD   -  HENDERSON (1980)
 OF0036
 OF0036                         *CURRENT SURVEY CONTROL
 OF0036  ___________________________________________________________________
 OF0036* NAD 83(1986)-  43 46 43.     (N)    076 12 03.     (W)     SCALED    
 OF0036* NAVD 88     -        89.570  (meters)     293.86   (feet)  ADJUSTED  
 OF0036  ___________________________________________________________________
 OF0036  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 OF0036  DYNAMIC HT  -          89.555 (meters)     293.81  (feet)  COMP
 OF0036  MODELED GRAV-     980,453.2   (mgal)                       NAVD 88
 OF0036
 OF0036  VERT ORDER  -  FIRST     CLASS II
 OF0036
 OF0036.The horizontal coordinates were scaled from a topographic map and have
 OF0036.an estimated accuracy of +/- 6 seconds.
 OF0036
 OF0036.The orthometric height was determined by differential leveling
 OF0036.and adjusted by the National Geodetic Survey in June 1991..
 OF0036
 OF0036.The geoid height was determined by GEOID03.
 OF0036
 OF0036.The dynamic height is computed by dividing the NAVD 88
 OF0036.geopotential number by the normal gravity value computed on the
 OF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0036.degrees latitude (g = 980.6199 gals.).
 OF0036
 OF0036.The modeled gravity was interpolated from observed gravity values.
 OF0036
 OF0036;                    North         East    Units  Estimated Accuracy
 OF0036;SPC NY C     -   419,740.      280,790.      MT  (+/- 180 meters Scaled)
 OF0036
 OF0036                          SUPERSEDED SURVEY CONTROL
 OF0036
 OF0036  NGVD 29 (??/??/92)   89.725  (m)          294.37   (f) ADJ UNCH    1 2
 OF0036
 OF0036.Superseded values are not recommended for survey control.
 OF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0036.See file dsdata.txt to determine how the superseded data were derived.
 OF0036
 OF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP033479(NAD 83)
 OF0036_MARKER: DB = BENCH MARK DISK
 OF0036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF0036_SP_SET: CULVERT HEADWALL
 OF0036_STAMPING: B 191 1942
 OF0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0036+STABILITY: SURFACE MOTION
 OF0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0036+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2001
 OF0036
 OF0036  HISTORY     - Date     Condition        Report By
 OF0036  HISTORY     - 1942     MONUMENTED       CGS
 OF0036  HISTORY     - 1968     GOOD             USLS
 OF0036  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 OF0036  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0036  HISTORY     - 20011019 GOOD             NYDT
 OF0036
 OF0036                          STATION DESCRIPTION
 OF0036
 OF0036'DESCRIBED BY US LAKE SURVEY 1968
 OF0036'4.0 MI NW FROM WOODVILLE.
 OF0036'B 191 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 OF0036'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 1.0 MILE NORTH OF
 OF0036'INTERSECTION OF HIGHWAYS NO. 3 AND 193, IN THE VICINITY OF SOME
 OF0036'OLD FARM BUILDINGS, ABOUT 250 FEET NORTH OF A BUILDING, ON TOP OF
 OF0036'SOUTHWEST HEAD WALL OF A CONCRETE CULVERT, 26 FEET WEST OF
 OF0036'CENTERLINE OF HIGHWAY NO. 3, ABOUT 3 FEET BELOW THE ROAD SURFACE,
 OF0036'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 OF0036'THE CONCRETE. STAMPED B 191 1942.
 OF0036
 OF0036                          STATION RECOVERY (1995)
 OF0036
 OF0036'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0036'MARK NOT FOUND.
 OF0036
 OF0036                          STATION RECOVERY (2001)
 OF0036
 OF0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OF0036
 OF0036                          STATION RECOVERY (2001)
 OF0036
 OF0036'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 OF0036'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1137 ***********************************************************************
 OE1137  DESIGNATION -  B 192
 OE1137  PID         -  OE1137
 OE1137  STATE/COUNTY-  NY/OSWEGO
 OE1137  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1137
 OE1137                         *CURRENT SURVEY CONTROL
 OE1137  ___________________________________________________________________
 OE1137* NAD 83(1986)-  43 24 35.     (N)    075 53 00.     (W)     SCALED    
 OE1137* NAVD 88     -       168.352  (meters)     552.33   (feet)  ADJUSTED  
 OE1137  ___________________________________________________________________
 OE1137  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 OE1137  DYNAMIC HT  -         168.313 (meters)     552.21  (feet)  COMP
 OE1137  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 OE1137
 OE1137  VERT ORDER  -  SECOND    CLASS 0
 OE1137
 OE1137.The horizontal coordinates were scaled from a topographic map and have
 OE1137.an estimated accuracy of +/- 6 seconds.
 OE1137
 OE1137.The orthometric height was determined by differential leveling
 OE1137.and adjusted by the National Geodetic Survey in June 1991..
 OE1137
 OE1137.The geoid height was determined by GEOID03.
 OE1137
 OE1137.The dynamic height is computed by dividing the NAVD 88
 OE1137.geopotential number by the normal gravity value computed on the
 OE1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1137.degrees latitude (g = 980.6199 gals.).
 OE1137
 OE1137.The modeled gravity was interpolated from observed gravity values.
 OE1137
 OE1137;                    North         East    Units  Estimated Accuracy
 OE1137;SPC NY C     -   378,920.      306,690.      MT  (+/- 180 meters Scaled)
 OE1137
 OE1137                          SUPERSEDED SURVEY CONTROL
 OE1137
 OE1137  NGVD 29 (??/??/92)  168.510  (m)          552.85   (f) ADJ UNCH    2 0
 OE1137
 OE1137.Superseded values are not recommended for survey control.
 OE1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1137.See file dsdata.txt to determine how the superseded data were derived.
 OE1137
 OE1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP284066(NAD 83)
 OE1137_MARKER: DB = BENCH MARK DISK
 OE1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1137_SP_SET: CULVERT
 OE1137_STAMPING: B 192 1942
 OE1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1137
 OE1137  HISTORY     - Date     Condition        Report By
 OE1137  HISTORY     - 1942     MONUMENTED       CGS
 OE1137  HISTORY     - 19980708 GOOD             USPSQD
 OE1137
 OE1137                          STATION DESCRIPTION
 OE1137
 OE1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1137'1.0 MI S FROM WILLIAMSTOWN.
 OE1137'TO REACH FROM THE POST OFFICE AT WILLIAMSTOWN, PROCEED EASTERLY ON
 OE1137'STATE HIGHWAY NO. 13, GO 0.2 MILE TO INTERSECTION OF ROAD TO PANTHER
 OE1137'LAKE, TURN RIGHT (SOUTHERLY) ON TO PANTHER LAKE ROAD AND GO 0.8 MILE
 OE1137'TO A LARGE CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS SET
 OE1137'HORIZONTALLY IN TOP OF THE SOUTH END OF THE HEADWALL OF THE CONCRETE
 OE1137'CULVERT, IT IS 17 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 OE1137'CENTER LINE OF THE ROAD.
 OE1137
 OE1137                          STATION RECOVERY (1998)
 OE1137
 OE1137'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0150 ***********************************************************************
 OF0150  DESIGNATION -  B 193
 OF0150  PID         -  OF0150
 OF0150  STATE/COUNTY-  NY/JEFFERSON
 OF0150  USGS QUAD   -  ADAMS (1982)
 OF0150
 OF0150                         *CURRENT SURVEY CONTROL
 OF0150  ___________________________________________________________________
 OF0150* NAD 83(1986)-  43 52 14.     (N)    076 01 34.     (W)     SCALED    
 OF0150* NAVD 88     -       143.400  (meters)     470.47   (feet)  ADJUSTED  
 OF0150  ___________________________________________________________________
 OF0150  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OF0150  DYNAMIC HT  -         143.374 (meters)     470.39  (feet)  COMP
 OF0150  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 OF0150
 OF0150  VERT ORDER  -  SECOND    CLASS 0
 OF0150
 OF0150.The horizontal coordinates were scaled from a topographic map and have
 OF0150.an estimated accuracy of +/- 6 seconds.
 OF0150
 OF0150.The orthometric height was determined by differential leveling
 OF0150.and adjusted by the National Geodetic Survey in June 1991..
 OF0150
 OF0150.The geoid height was determined by GEOID03.
 OF0150
 OF0150.The dynamic height is computed by dividing the NAVD 88
 OF0150.geopotential number by the normal gravity value computed on the
 OF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0150.degrees latitude (g = 980.6199 gals.).
 OF0150
 OF0150.The modeled gravity was interpolated from observed gravity values.
 OF0150
 OF0150;                    North         East    Units  Estimated Accuracy
 OF0150;SPC NY C     -   430,040.      294,790.      MT  (+/- 180 meters Scaled)
 OF0150
 OF0150                          SUPERSEDED SURVEY CONTROL
 OF0150
 OF0150  NGVD 29 (??/??/92)  143.536  (m)          470.92   (f) ADJ UNCH    2 0
 OF0150
 OF0150.Superseded values are not recommended for survey control.
 OF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0150.See file dsdata.txt to determine how the superseded data were derived.
 OF0150
 OF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP175580(NAD 83)
 OF0150_MARKER: DB = BENCH MARK DISK
 OF0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0150_SP_SET: BRIDGE
 OF0150_STAMPING: B 193 1942
 OF0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0150
 OF0150  HISTORY     - Date     Condition        Report By
 OF0150  HISTORY     - 1942     MONUMENTED       CGS
 OF0150  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 OF0150
 OF0150                          STATION DESCRIPTION
 OF0150
 OF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0150'1.2 MI W FROM ADAMS CENTER.
 OF0150'TO REACH FROM THE NEW YORK CENTRAL R.R. STATION AT ADAMS CENTER,
 OF0150'PROCEED WEST ON PAVED ROAD AND GO 1.2 MILES TO A SMALL CONCRETE
 OF0150'BRIDGE AND SITE OF BENCH MARK.
 OF0150'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTHEAST WINGWALL OF
 OF0150'THE CONCRETE BRIDGE, IT IS 16 FEET SOUTH OF AND ABOUT 1.0 FOOT
 OF0150'BELOW THE CENTER LINE OF THE ROAD.
 OF0150
 OF0150                          STATION RECOVERY (1995)
 OF0150
 OF0150'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0175 ***********************************************************************
 OF0175  DESIGNATION -  B 194
 OF0175  PID         -  OF0175
 OF0175  STATE/COUNTY-  NY/OSWEGO
 OF0175  USGS QUAD   -  SANDY CREEK (1982)
 OF0175
 OF0175                         *CURRENT SURVEY CONTROL
 OF0175  ___________________________________________________________________
 OF0175* NAD 83(1986)-  43 38 39.     (N)    076 05 16.     (W)     SCALED    
 OF0175* NAVD 88     -       151.628  (meters)     497.47   (feet)  ADJUSTED  
 OF0175  ___________________________________________________________________
 OF0175  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 OF0175  DYNAMIC HT  -         151.596 (meters)     497.36  (feet)  COMP
 OF0175  MODELED GRAV-     980,404.8   (mgal)                       NAVD 88
 OF0175
 OF0175  VERT ORDER  -  SECOND    CLASS 0
 OF0175
 OF0175.The horizontal coordinates were scaled from a topographic map and have
 OF0175.an estimated accuracy of +/- 6 seconds.
 OF0175
 OF0175.The orthometric height was determined by differential leveling
 OF0175.and adjusted by the National Geodetic Survey in June 1991..
 OF0175
 OF0175.The geoid height was determined by GEOID03.
 OF0175
 OF0175.The dynamic height is computed by dividing the NAVD 88
 OF0175.geopotential number by the normal gravity value computed on the
 OF0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0175.degrees latitude (g = 980.6199 gals.).
 OF0175
 OF0175.The modeled gravity was interpolated from observed gravity values.
 OF0175
 OF0175;                    North         East    Units  Estimated Accuracy
 OF0175;SPC NY C     -   404,850.      289,980.      MT  (+/- 180 meters Scaled)
 OF0175
 OF0175                          SUPERSEDED SURVEY CONTROL
 OF0175
 OF0175  NGVD 29 (??/??/92)  151.766  (m)          497.92   (f) ADJ UNCH    2 0
 OF0175
 OF0175.Superseded values are not recommended for survey control.
 OF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0175.See file dsdata.txt to determine how the superseded data were derived.
 OF0175
 OF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP122329(NAD 83)
 OF0175_MARKER: DB = BENCH MARK DISK
 OF0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0175_SP_SET: CONCRETE FOOTING
 OF0175_STAMPING: B 194 1942
 OF0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0175
 OF0175  HISTORY     - Date     Condition        Report By
 OF0175  HISTORY     - 1942     MONUMENTED       CGS
 OF0175  HISTORY     - 19980624 MARK NOT FOUND   USPSQD
 OF0175
 OF0175                          STATION DESCRIPTION
 OF0175
 OF0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0175'AT SANDY CREEK.
 OF0175'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTHWEST CORNER OF THE
 OF0175'CONCRETE FOOTING OF THE SOUTHWEST LEG OF THE CORSE PRINTING COMPANYS
 OF0175'WATER TANK, IT IS ABOUT 400 FEET WEST OF THE MAIN STREET (U.S.
 OF0175'HIGHWAY NO. 11), ABOUT 70 FEET NORTH OF THE CENTER LINE OF THE
 OF0175'EAST-WEST ROAD.
 OF0175
 OF0175                          STATION RECOVERY (1998)
 OF0175
 OF0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0853 ***********************************************************************
 OE0853  DESIGNATION -  B 196
 OE0853  PID         -  OE0853
 OE0853  STATE/COUNTY-  NY/ONEIDA
 OE0853  USGS QUAD   -  ORISKANY (1955)
 OE0853
 OE0853                         *CURRENT SURVEY CONTROL
 OE0853  ___________________________________________________________________
 OE0853* NAD 83(1986)-  43 14 02.     (N)    075 21 44.     (W)     SCALED    
 OE0853* NAVD 88     -       175.179  (meters)     574.73   (feet)  ADJUSTED  
 OE0853  ___________________________________________________________________
 OE0853  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 OE0853  DYNAMIC HT  -         175.135 (meters)     574.59  (feet)  COMP
 OE0853  MODELED GRAV-     980,365.1   (mgal)                       NAVD 88
 OE0853
 OE0853  VERT ORDER  -  SECOND    CLASS 0
 OE0853
 OE0853.The horizontal coordinates were scaled from a topographic map and have
 OE0853.an estimated accuracy of +/- 6 seconds.
 OE0853
 OE0853.The orthometric height was determined by differential leveling
 OE0853.and adjusted by the National Geodetic Survey in June 1991..
 OE0853
 OE0853.The geoid height was determined by GEOID03.
 OE0853
 OE0853.The dynamic height is computed by dividing the NAVD 88
 OE0853.geopotential number by the normal gravity value computed on the
 OE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0853.degrees latitude (g = 980.6199 gals.).
 OE0853
 OE0853.The modeled gravity was interpolated from observed gravity values.
 OE0853
 OE0853;                    North         East    Units  Estimated Accuracy
 OE0853;SPC NY C     -   359,880.      349,190.      MT  (+/- 180 meters Scaled)
 OE0853
 OE0853                          SUPERSEDED SURVEY CONTROL
 OE0853
 OE0853  NGVD 29 (??/??/92)  175.333  (m)          575.24   (f) ADJ UNCH    2 0
 OE0853
 OE0853.Superseded values are not recommended for survey control.
 OE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0853.See file dsdata.txt to determine how the superseded data were derived.
 OE0853
 OE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN705868(NAD 83)
 OE0853_MARKER: DB = BENCH MARK DISK
 OE0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0853_SP_SET: CULVERT
 OE0853_STAMPING: B 196 1942
 OE0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0853
 OE0853  HISTORY     - Date     Condition        Report By
 OE0853  HISTORY     - 1942     MONUMENTED       CGS
 OE0853  HISTORY     - 1973     GOOD             DOD
 OE0853  HISTORY     - 1982     GOOD             NGS
 OE0853
 OE0853                          STATION DESCRIPTION
 OE0853
 OE0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0853'1.7 MI W FROM FLOYD.
 OE0853'1.7 MILES WEST ALONG STATE HIGHWAY 46A FROM FLOYD, ONEIDA COUNTY, 33
 OE0853'FEET EAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 OE0853'NORTHWEST, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 OE0853'NORTH HEAD WALL, 20.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OE0853'2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 196 1942.
 OE0853
 OE0853                          STATION RECOVERY (1973)
 OE0853
 OE0853'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973
 OE0853'RECOVERED IN GOOD CONDITION.
 OE0853
 OE0853                          STATION RECOVERY (1982)
 OE0853
 OE0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1053 ***********************************************************************
 OE1053  DESIGNATION -  B 198
 OE1053  PID         -  OE1053
 OE1053  STATE/COUNTY-  NY/OSWEGO
 OE1053  USGS QUAD   -  WESTDALE (1980)
 OE1053
 OE1053                         *CURRENT SURVEY CONTROL
 OE1053  ___________________________________________________________________
 OE1053* NAD 83(1986)-  43 29 26.     (N)    075 51 32.     (W)     SCALED    
 OE1053* NAVD 88     -       283.688  (meters)     930.73   (feet)  ADJUSTED  
 OE1053  ___________________________________________________________________
 OE1053  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 OE1053  DYNAMIC HT  -         283.621 (meters)     930.51  (feet)  COMP
 OE1053  MODELED GRAV-     980,377.6   (mgal)                       NAVD 88
 OE1053
 OE1053  VERT ORDER  -  SECOND    CLASS 0
 OE1053
 OE1053.The horizontal coordinates were scaled from a topographic map and have
 OE1053.an estimated accuracy of +/- 6 seconds.
 OE1053
 OE1053.The orthometric height was determined by differential leveling
 OE1053.and adjusted by the National Geodetic Survey in June 1991..
 OE1053
 OE1053.The geoid height was determined by GEOID03.
 OE1053
 OE1053.The dynamic height is computed by dividing the NAVD 88
 OE1053.geopotential number by the normal gravity value computed on the
 OE1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1053.degrees latitude (g = 980.6199 gals.).
 OE1053
 OE1053.The modeled gravity was interpolated from observed gravity values.
 OE1053
 OE1053;                    North         East    Units  Estimated Accuracy
 OE1053;SPC NY C     -   387,920.      308,600.      MT  (+/- 180 meters Scaled)
 OE1053
 OE1053                          SUPERSEDED SURVEY CONTROL
 OE1053
 OE1053  NGVD 29 (??/??/92)  283.828  (m)          931.19   (f) ADJ UNCH    2 0
 OE1053
 OE1053.Superseded values are not recommended for survey control.
 OE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1053.See file dsdata.txt to determine how the superseded data were derived.
 OE1053
 OE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP305156(NAD 83)
 OE1053_MARKER: DB = BENCH MARK DISK
 OE1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1053_SP_SET: CULVERT
 OE1053_STAMPING: B 198 1942
 OE1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1053
 OE1053  HISTORY     - Date     Condition        Report By
 OE1053  HISTORY     - 1942     MONUMENTED       CGS
 OE1053
 OE1053                          STATION DESCRIPTION
 OE1053
 OE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1053'4.8 MI NE FROM WILLIAMSTOWN.
 OE1053'4.8 MILES NORTHEAST ALONG AN IMPROVED COUNTY ROAD FROM THE RAILROAD
 OE1053'STATION AT WILLIAMSTOWN, OSWEGO COUNTY, 0.2 MILE SOUTH OF AN OLD FRAME
 OE1053'HOUSE AND A BARN, AT A CONCRETE CULVERT OVER A SMALL RAVINE, IN THE
 OE1053'TOP OF THE SOUTHEAST HEAD WALL, 14.4 FEET SOUTHEAST OF THE CENTERLINE
 OE1053'OF THE ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 OE1053'B 198 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1306 ***********************************************************************
 OE1306  DESIGNATION -  B 199
 OE1306  PID         -  OE1306
 OE1306  STATE/COUNTY-  NY/JEFFERSON
 OE1306  USGS QUAD   -  BARNES CORNERS (1980)
 OE1306
 OE1306                         *CURRENT SURVEY CONTROL
 OE1306  ___________________________________________________________________
 OE1306* NAD 83(1986)-  43 46 41.     (N)    075 49 06.     (W)     SCALED    
 OE1306* NAVD 88     -       466.642  (meters)    1530.97   (feet)  ADJUSTED  
 OE1306  ___________________________________________________________________
 OE1306  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 OE1306  DYNAMIC HT  -         466.530 (meters)    1530.61  (feet)  COMP
 OE1306  MODELED GRAV-     980,364.2   (mgal)                       NAVD 88
 OE1306
 OE1306  VERT ORDER  -  SECOND    CLASS 0
 OE1306
 OE1306.The horizontal coordinates were scaled from a topographic map and have
 OE1306.an estimated accuracy of +/- 6 seconds.
 OE1306
 OE1306.The orthometric height was determined by differential leveling
 OE1306.and adjusted by the National Geodetic Survey in June 1991..
 OE1306
 OE1306.The geoid height was determined by GEOID03.
 OE1306
 OE1306.The dynamic height is computed by dividing the NAVD 88
 OE1306.geopotential number by the normal gravity value computed on the
 OE1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1306.degrees latitude (g = 980.6199 gals.).
 OE1306
 OE1306.The modeled gravity was interpolated from observed gravity values.
 OE1306
 OE1306;                    North         East    Units  Estimated Accuracy
 OE1306;SPC NY C     -   419,890.      311,580.      MT  (+/- 180 meters Scaled)
 OE1306
 OE1306                          SUPERSEDED SURVEY CONTROL
 OE1306
 OE1306  NGVD 29 (??/??/92)  466.744  (m)         1531.31   (f) ADJ UNCH    2 0
 OE1306
 OE1306.Superseded values are not recommended for survey control.
 OE1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1306.See file dsdata.txt to determine how the superseded data were derived.
 OE1306
 OE1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP341475(NAD 83)
 OE1306_MARKER: DB = BENCH MARK DISK
 OE1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1306_STAMPING: B 199 1942
 OE1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1306+STABILITY: SURFACE MOTION
 OE1306
 OE1306  HISTORY     - Date     Condition        Report By
 OE1306  HISTORY     - 1942     MONUMENTED       CGS
 OE1306
 OE1306                          STATION DESCRIPTION
 OE1306
 OE1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1306'2.9 MI S FROM BARNES CORNERS.
 OE1306'IN JEFFERSON CONTY, 2.9 MILES SOUTH ALONG AN IMPROVED COUNTY ROAD FROM
 OE1306'THE POST OFFICE AT BARNES CORNERS, LEWIS COUNTY, 0.1 MILE SOUTH OF A
 OE1306'WHITE FRAME HOUSE AND A LARGE BARN EAST OF THE ROAD, 250 FEET WEST OF
 OE1306'AN ABANDONED SHACK, 132 FEET SOUTH OF A CONCRETE CULVERT WITH AN IRON
 OE1306'RAIL, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.9 FEET SOUTH OF
 OE1306'POLE 435, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 OE1306'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED B 199 1942 AND SET IN
 OE1306'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0958 ***********************************************************************
 NB0958  DESIGNATION -  B 2
 NB0958  PID         -  NB0958
 NB0958  STATE/COUNTY-  NY/YATES
 NB0958  USGS QUAD   -  PENN YAN (1976)
 NB0958
 NB0958                         *CURRENT SURVEY CONTROL
 NB0958  ___________________________________________________________________
 NB0958* NAD 83(1986)-  42 40 25.     (N)    077 01 23.     (W)     SCALED    
 NB0958* NAVD 88     -       266.982  (meters)     875.92   (feet)  ADJUSTED  
 NB0958  ___________________________________________________________________
 NB0958  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NB0958  DYNAMIC HT  -         266.901 (meters)     875.66  (feet)  COMP
 NB0958  MODELED GRAV-     980,311.9   (mgal)                       NAVD 88
 NB0958
 NB0958  VERT ORDER  -  SECOND    CLASS 0
 NB0958
 NB0958.The horizontal coordinates were scaled from a topographic map and have
 NB0958.an estimated accuracy of +/- 6 seconds.
 NB0958
 NB0958.The orthometric height was determined by differential leveling
 NB0958.and adjusted by the National Geodetic Survey in June 1991..
 NB0958
 NB0958.The geoid height was determined by GEOID03.
 NB0958
 NB0958.The dynamic height is computed by dividing the NAVD 88
 NB0958.geopotential number by the normal gravity value computed on the
 NB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0958.degrees latitude (g = 980.6199 gals.).
 NB0958
 NB0958.The modeled gravity was interpolated from observed gravity values.
 NB0958
 NB0958;                    North         East    Units  Estimated Accuracy
 NB0958;SPC NY C     -   297,010.      213,960.      MT  (+/- 180 meters Scaled)
 NB0958
 NB0958                          SUPERSEDED SURVEY CONTROL
 NB0958
 NB0958  NGVD 29 (??/??/92)  267.132  (m)          876.42   (f) ADJ UNCH    2 0
 NB0958
 NB0958.Superseded values are not recommended for survey control.
 NB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0958.See file dsdata.txt to determine how the superseded data were derived.
 NB0958
 NB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN342265(NAD 83)
 NB0958_MARKER: DD = SURVEY DISK
 NB0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0958+STABILITY: SURFACE MOTION
 NB0958
 NB0958  HISTORY     - Date     Condition        Report By
 NB0958  HISTORY     - UNK      MONUMENTED       CGS
 NB0958  HISTORY     - 1935     GOOD             NGS
 NB0958  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0958  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0958  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0958
 NB0958                          STATION DESCRIPTION
 NB0958
 NB0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0958'1.1 MI NE FROM PENN YAN.
 NB0958'IS LOCATED 1.1 MILES NORTHEAST OF THE YATES COUNTY COURT HOUSE. 11
 NB0958'TELEPHONE POLES EAST OF 90 DEGREE HIGHWAY TURN. 25 FT. SOUTH OF
 NB0958'CENTERLINE OF STATE HY. NO. 54. ON TOP OF HILL AT NORTHEAST CORNER
 NB0958'OF PASTURE. 3 FT. ABOVE THE LEVEL OF HIGHWAY. ACROSS ROAD FROM A
 NB0958'FENCE LINE OF THE ECHO FRUIT FARM. TABLET SET IN TOP OF CONCRETE POST
 NB0958'1 INCH HIGH.
 NB0958
 NB0958                          STATION RECOVERY (1985)
 NB0958
 NB0958'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0958'MARK NOT FOUND.
 NB0958
 NB0958                          STATION RECOVERY (1985)
 NB0958
 NB0958'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0958'MARK NOT FOUND.
 NB0958
 NB0958                          STATION RECOVERY (2001)
 NB0958
 NB0958'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0958'INSUFFICIENT DIMENSIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0478 ***********************************************************************
 PG0478  DESIGNATION -  B 2
 PG0478  PID         -  PG0478
 PG0478  STATE/COUNTY-  NY/CLINTON
 PG0478  USGS QUAD   -  PLATTSBURGH (1966)
 PG0478
 PG0478                         *CURRENT SURVEY CONTROL
 PG0478  ___________________________________________________________________
 PG0478* NAD 83(1986)-  44 41 55.     (N)    073 26 58.     (W)     SCALED    
 PG0478* NAVD 88     -        35.535  (meters)     116.58   (feet)  POSTED    
 PG0478  ___________________________________________________________________
 PG0478  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG0478  DYNAMIC HT  -          35.530 (meters)     116.57  (feet)  COMP
 PG0478  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 PG0478
 PG0478  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PG0478
 PG0478.The horizontal coordinates were scaled from a topographic map and have
 PG0478.an estimated accuracy of +/- 6 seconds.
 PG0478
 PG0478.The orthometric height was determined by differential leveling
 PG0478.and adjusted by the National Geodetic Survey in 1992..
 PG0478.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PG0478.rate of 1.1 thru 2.0 mm/km.
 PG0478
 PG0478.The geoid height was determined by GEOID03.
 PG0478
 PG0478.The dynamic height is computed by dividing the NAVD 88
 PG0478.geopotential number by the normal gravity value computed on the
 PG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0478.degrees latitude (g = 980.6199 gals.).
 PG0478
 PG0478.The modeled gravity was interpolated from observed gravity values.
 PG0478
 PG0478;                    North         East    Units  Estimated Accuracy
 PG0478;SPC NY E     -   651,920.      233,260.      MT  (+/- 180 meters Scaled)
 PG0478
 PG0478                          SUPERSEDED SURVEY CONTROL
 PG0478
 PG0478  NGVD 29 (??/??/??)   35.660  (m)          116.99   (f) ADJUSTED    1 2
 PG0478
 PG0478.Superseded values are not recommended for survey control.
 PG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0478.See file dsdata.txt to determine how the superseded data were derived.
 PG0478
 PG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ228506(NAD 83)
 PG0478_MARKER: DB = BENCH MARK DISK
 PG0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0478_SP_SET: BRIDGE ABUTMENT
 PG0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0478
 PG0478  HISTORY     - Date     Condition        Report By
 PG0478  HISTORY     - UNK      MONUMENTED       CGS
 PG0478  HISTORY     - 1955     MARK NOT FOUND   CGS
 PG0478
 PG0478                          STATION DESCRIPTION
 PG0478
 PG0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0478'IN PLATTSBURG.
 PG0478'AT PLATTSBURG, CLINTON COUNTY, ON SOUTH ABUTMENT, EAST SIDE OF TRACK,
 PG0478'OF DELAWARE AND HUDSON COMPANY BRIDGE OVER THE SARANAC RIVER AT THE
 PG0478'NORTH END OF THE PLATTSBURG YARD.  A BRASS DISK.  NOTE-- THE BRIDGE
 PG0478'MAY HAVE BEEN REBUILT SINCE 1916 OR PERHAPS MARK IS COVERED BY TIMBER
 PG0478'TO HOLD BALLASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5297 ***********************************************************************
 LX5297  DESIGNATION -  B 2 BARLOW
 LX5297  PID         -  LX5297
 LX5297  STATE/COUNTY-  NY/SUFFOLK
 LX5297  USGS QUAD   -  NEW LONDON (1984)
 LX5297
 LX5297                         *CURRENT SURVEY CONTROL
 LX5297  ___________________________________________________________________
 LX5297* NAD 83(1996)-  41 15 21.33080(N)    072 00 36.24612(W)     ADJUSTED  
 LX5297* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LX5297  ___________________________________________________________________
 LX5297  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LX5297  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5297
 LX5297  HORZ ORDER  -  THIRD
 LX5297
 LX5297.This mark is at Elizabeth Field Airport (0B8)
 LX5297
 LX5297.The horizontal coordinates were established by classical geodetic methods
 LX5297.and adjusted by the National Geodetic Survey in January 1999..
 LX5297
 LX5297.The orthometric height was scaled from a topographic map.
 LX5297
 LX5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5297
 LX5297.The geoid height was determined by GEOID03.
 LX5297
 LX5297;                    North         East     Units Scale Factor Converg.
 LX5297;SPC NY L     -   122,856.143   466,762.974   MT  1.00001994   +1 18 05.7
 LX5297;SPC NY L     -   403,070.53  1,531,371.52   sFT  1.00001994   +1 18 05.7
 LX5297;SPC CT       -   199,597.665   366,812.391   MT  0.99999482   +0 29 26.2
 LX5297;SPC CT       -   654,846.67  1,203,450.32   sFT  0.99999482   +0 29 26.2
 LX5297;UTM  18      - 4,571,479.917   750,497.684   MT  1.00037233   +1 58 21.6
 LX5297;UTM  19      - 4,571,538.228   247,815.049   MT  1.00038277   -1 59 09.4
 LX5297
 LX5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5297!SPC NY L     -   0.99999986  x   1.00001994  =   1.00001980
 LX5297!SPC CT       -   0.99999986  x   0.99999482  =   0.99999468
 LX5297!UTM  18      -   0.99999986  x   1.00037233  =   1.00037219
 LX5297!UTM  19      -   0.99999986  x   1.00038277  =   1.00038263
 LX5297
 LX5297                          SUPERSEDED SURVEY CONTROL
 LX5297
 LX5297  NAD 83(1996)-  41 15 21.33082(N)    072 00 36.24618(W) AD(       ) 4
 LX5297  NAD 83(1992)-  41 15 21.32945(N)    072 00 36.24542(W) AD(       ) 4
 LX5297  NAD 83(1986)-  41 15 21.33075(N)    072 00 36.25102(W) AD(       ) 4
 LX5297  NAD 27      -  41 15 20.97300(N)    072 00 37.98600(W) AD(       ) 3
 LX5297
 LX5297.Superseded values are not recommended for survey control.
 LX5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5297.See file dsdata.txt to determine how the superseded data were derived.
 LX5297
 LX5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5049871480(NAD 83)
 LX5297_MARKER: N = NAIL
 LX5297_SETTING: 0 = UNSPECIFIED SETTING
 LX5297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5297
 LX5297  HISTORY     - Date     Condition        Report By
 LX5297  HISTORY     - 1940     MONUMENTED       CGS
 LX5297  HISTORY     - 1954     GOOD             CGS
 LX5297
 LX5297                          STATION DESCRIPTION
 LX5297
 LX5297'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5297'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5297'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND IS
 LX5297'THE CENTER OF THE INSTRUMENT HOUSED IN THE W ONE OF THREE SIMILAR
 LX5297'FIRE CONTROL BUILDINGS ON THE HILL.  STATION WAS NOT PERMANENTLY
 LX5297'MARKED.  MEASUREMENTS WERE MADE TO A NAIL IN THE ROOF THAT HAD
 LX5297'BEEN DRIVEN DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  IT WAS
 LX5297'LOCATED BY TRAVERSE FROM STATION MT. PROSPECT 3.
 LX5297'
 LX5297'THIS IS A TRAVERSE STATION.
 LX5297
 LX5297                          STATION RECOVERY (1954)
 LX5297
 LX5297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5297'STATION RECOVERED.  NAIL IS STILL IN PLACE.  INSTRUMENT PEDESTAL
 LX5297'HAS BEEN REMOVED BUT POSITION IS RECOVERABLE AS THE CENTER OF
 LX5297'3 BOLTS PROJECTING FROM A RAISED CONCRETE PLATFORM IN THE
 LX5297'FLOOR.  ORIGINAL DESCRIPTION IS OTHERWISE ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5298 ***********************************************************************
 LX5298  DESIGNATION -  B 2 BARLOW E PED
 LX5298  PID         -  LX5298
 LX5298  STATE/COUNTY-  NY/SUFFOLK
 LX5298  USGS QUAD   -  NEW LONDON (1984)
 LX5298
 LX5298                         *CURRENT SURVEY CONTROL
 LX5298  ___________________________________________________________________
 LX5298* NAD 83(1996)-  41 15 21.17882(N)    072 00 36.02017(W)     ADJUSTED  
 LX5298* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LX5298  ___________________________________________________________________
 LX5298  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LX5298  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5298
 LX5298  HORZ ORDER  -  SECOND
 LX5298
 LX5298.This mark is at Elizabeth Field Airport (0B8)
 LX5298
 LX5298.The horizontal coordinates were established by classical geodetic methods
 LX5298.and adjusted by the National Geodetic Survey in January 1999..
 LX5298
 LX5298.The orthometric height was scaled from a topographic map.
 LX5298
 LX5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5298
 LX5298.The geoid height was determined by GEOID03.
 LX5298
 LX5298;                    North         East     Units Scale Factor Converg.
 LX5298;SPC NY L     -   122,851.575   466,768.340   MT  1.00001994   +1 18 05.8
 LX5298;SPC NY L     -   403,055.54  1,531,389.13   sFT  1.00001994   +1 18 05.8
 LX5298;SPC CT       -   199,593.022   366,817.691   MT  0.99999483   +0 29 26.4
 LX5298;SPC CT       -   654,831.44  1,203,467.71   sFT  0.99999483   +0 29 26.4
 LX5298;UTM  18      - 4,571,475.411   750,503.104   MT  1.00037236   +1 58 21.7
 LX5298;UTM  19      - 4,571,533.358   247,820.145   MT  1.00038274   -1 59 09.3
 LX5298
 LX5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5298!SPC NY L     -   0.99999986  x   1.00001994  =   1.00001980
 LX5298!SPC CT       -   0.99999986  x   0.99999483  =   0.99999469
 LX5298!UTM  18      -   0.99999986  x   1.00037236  =   1.00037222
 LX5298!UTM  19      -   0.99999986  x   1.00038274  =   1.00038260
 LX5298
 LX5298                          SUPERSEDED SURVEY CONTROL
 LX5298
 LX5298  NAD 83(1996)-  41 15 21.17884(N)    072 00 36.02022(W) AD(       ) 2
 LX5298  NAD 83(1992)-  41 15 21.17748(N)    072 00 36.01947(W) AD(       ) 2
 LX5298  NAD 83(1986)-  41 15 21.17877(N)    072 00 36.02507(W) AD(       ) 2
 LX5298  NAD 27      -  41 15 20.82100(N)    072 00 37.76000(W) AD(       ) 2
 LX5298
 LX5298.Superseded values are not recommended for survey control.
 LX5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5298.See file dsdata.txt to determine how the superseded data were derived.
 LX5298
 LX5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5050371475(NAD 83)
 LX5298_MARKER: Z = SEE DESCRIPTION
 LX5298_SETTING: 0 = UNSPECIFIED SETTING
 LX5298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5298
 LX5298  HISTORY     - Date     Condition        Report By
 LX5298  HISTORY     - 1940     MONUMENTED       CGS
 LX5298  HISTORY     - 1954     GOOD             CGS
 LX5298
 LX5298                          STATION DESCRIPTION
 LX5298
 LX5298'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5298'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5298'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT,
 LX5298'AND IS THE CENTER OF 4-FT. 6-IN.  (IN DIAMETER) STEEL PEDESTAL
 LX5298'SET VERTICALLY IN A CONCRETE BLOCK ABOUT 15 FT. E OF THE W ONE OF
 LX5298'THREE SIMILAR FIRE CONTROL BUILDINGS ON THE HILL.  STATION IS
 LX5298'MARKED BY A PUNCH HOLE IN THE CENTER OF A WINGED SCREW CAP ON
 LX5298'THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY TRAVERSE FROM
 LX5298'STATION MT. PROSPECT 3.
 LX5298'
 LX5298'THIS IS A TRAVERSE STATION.
 LX5298
 LX5298                          STATION RECOVERY (1954)
 LX5298
 LX5298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5298'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5298'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5304 ***********************************************************************
 LX5304  DESIGNATION -  B 2 BARLOW W PED
 LX5304  PID         -  LX5304
 LX5304  STATE/COUNTY-  NY/SUFFOLK
 LX5304  USGS QUAD   -  NEW LONDON (1984)
 LX5304
 LX5304                         *CURRENT SURVEY CONTROL
 LX5304  ___________________________________________________________________
 LX5304* NAD 83(1996)-  41 15 21.29088(N)    072 00 36.44928(W)     ADJUSTED  
 LX5304* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 LX5304  ___________________________________________________________________
 LX5304  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LX5304  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5304
 LX5304  HORZ ORDER  -  SECOND
 LX5304
 LX5304.This mark is at Elizabeth Field Airport (0B8)
 LX5304
 LX5304.The horizontal coordinates were established by classical geodetic methods
 LX5304.and adjusted by the National Geodetic Survey in January 1999..
 LX5304
 LX5304.The orthometric height was scaled from a topographic map.
 LX5304
 LX5304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5304
 LX5304.The geoid height was determined by GEOID03.
 LX5304
 LX5304;                    North         East     Units Scale Factor Converg.
 LX5304;SPC NY L     -   122,854.804   466,758.274   MT  1.00001994   +1 18 05.6
 LX5304;SPC NY L     -   403,066.14  1,531,356.10   sFT  1.00001994   +1 18 05.6
 LX5304;SPC CT       -   199,596.393   366,807.672   MT  0.99999483   +0 29 26.1
 LX5304;SPC CT       -   654,842.50  1,203,434.84   sFT  0.99999483   +0 29 26.1
 LX5304;UTM  18      - 4,571,478.523   750,492.998   MT  1.00037230   +1 58 21.4
 LX5304;UTM  19      - 4,571,537.160   247,810.278   MT  1.00038280   -1 59 09.6
 LX5304
 LX5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5304!SPC NY L     -   1.00000004  x   1.00001994  =   1.00001998
 LX5304!SPC CT       -   1.00000004  x   0.99999483  =   0.99999487
 LX5304!UTM  18      -   1.00000004  x   1.00037230  =   1.00037234
 LX5304!UTM  19      -   1.00000004  x   1.00038280  =   1.00038284
 LX5304
 LX5304                          SUPERSEDED SURVEY CONTROL
 LX5304
 LX5304  NAD 83(1996)-  41 15 21.29090(N)    072 00 36.44933(W) AD(       ) 2
 LX5304  NAD 83(1992)-  41 15 21.28954(N)    072 00 36.44857(W) AD(       ) 2
 LX5304  NAD 83(1986)-  41 15 21.29084(N)    072 00 36.45418(W) AD(       ) 2
 LX5304  NAD 27      -  41 15 20.93300(N)    072 00 38.19000(W) AD(       ) 2
 LX5304
 LX5304.Superseded values are not recommended for survey control.
 LX5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5304.See file dsdata.txt to determine how the superseded data were derived.
 LX5304
 LX5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5049371479(NAD 83)
 LX5304_MARKER: Z = SEE DESCRIPTION
 LX5304_SETTING: 0 = UNSPECIFIED SETTING
 LX5304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5304
 LX5304  HISTORY     - Date     Condition        Report By
 LX5304  HISTORY     - 1940     MONUMENTED       CGS
 LX5304  HISTORY     - 1954     GOOD             CGS
 LX5304
 LX5304                          STATION DESCRIPTION
 LX5304
 LX5304'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5304'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5304'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND
 LX5304'IS THE CENTER OF A 4-FT. 6-IN. (IN DIAMETER) STEEL PEDESTAL SET
 LX5304'VERTICALLY IN A CONCRETE BLOCK, ABOUT 15 FT. W OF THE W ONE
 LX5304'OF THREE SIMILAR FIRE CONTROL BUILDINGS ON THE HILL.  STATION
 LX5304'IS MARKED BY A PUNCH HOLE IN THE CENTER OF A WINGED SCREW CAP ON
 LX5304'THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY TRAVERSE FROM
 LX5304'STATION MT. PROSPECT 3.
 LX5304'
 LX5304'THIS IS A TRAVERSE STATION.
 LX5304
 LX5304                          STATION RECOVERY (1954)
 LX5304
 LX5304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5304'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5304'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5307 ***********************************************************************
 LX5307  DESIGNATION -  B 2 BUTTERFIELD
 LX5307  PID         -  LX5307
 LX5307  STATE/COUNTY-  NY/SUFFOLK
 LX5307  USGS QUAD   -  NEW LONDON (1984)
 LX5307
 LX5307                         *CURRENT SURVEY CONTROL
 LX5307  ___________________________________________________________________
 LX5307* NAD 83(1996)-  41 15 20.19750(N)    072 00 34.16163(W)     ADJUSTED  
 LX5307* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LX5307  ___________________________________________________________________
 LX5307  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5307  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5307
 LX5307  HORZ ORDER  -  THIRD
 LX5307
 LX5307.This mark is at Elizabeth Field Airport (0B8)
 LX5307
 LX5307.The horizontal coordinates were established by classical geodetic methods
 LX5307.and adjusted by the National Geodetic Survey in January 1999..
 LX5307
 LX5307.The orthometric height was scaled from a topographic map.
 LX5307
 LX5307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5307
 LX5307.The geoid height was determined by GEOID03.
 LX5307
 LX5307;                    North         East     Units Scale Factor Converg.
 LX5307;SPC NY L     -   122,822.292   466,812.285   MT  1.00001990   +1 18 07.0
 LX5307;SPC NY L     -   402,959.47  1,531,533.31   sFT  1.00001990   +1 18 07.0
 LX5307;SPC CT       -   199,563.120   366,861.216   MT  0.99999485   +0 29 27.6
 LX5307;SPC CT       -   654,733.34  1,203,610.51   sFT  0.99999485   +0 29 27.6
 LX5307;UTM  18      - 4,571,446.634   750,547.405   MT  1.00037263   +1 58 22.9
 LX5307;UTM  19      - 4,571,501.591   247,862.354   MT  1.00038247   -1 59 08.0
 LX5307
 LX5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5307!SPC NY L     -   1.00000017  x   1.00001990  =   1.00002007
 LX5307!SPC CT       -   1.00000017  x   0.99999485  =   0.99999502
 LX5307!UTM  18      -   1.00000017  x   1.00037263  =   1.00037280
 LX5307!UTM  19      -   1.00000017  x   1.00038247  =   1.00038264
 LX5307
 LX5307                          SUPERSEDED SURVEY CONTROL
 LX5307
 LX5307  NAD 83(1996)-  41 15 20.19752(N)    072 00 34.16169(W) AD(       ) 4
 LX5307  NAD 83(1992)-  41 15 20.19616(N)    072 00 34.16093(W) AD(       ) 4
 LX5307  NAD 83(1986)-  41 15 20.19745(N)    072 00 34.16655(W) AD(       ) 4
 LX5307  NAD 27      -  41 15 19.84000(N)    072 00 35.90200(W) AD(       ) 3
 LX5307
 LX5307.Superseded values are not recommended for survey control.
 LX5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5307.See file dsdata.txt to determine how the superseded data were derived.
 LX5307
 LX5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5054771447(NAD 83)
 LX5307_MARKER: N = NAIL
 LX5307_SETTING: 0 = UNSPECIFIED SETTING
 LX5307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5307
 LX5307  HISTORY     - Date     Condition        Report By
 LX5307  HISTORY     - 1940     MONUMENTED       CGS
 LX5307  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5307
 LX5307                          STATION DESCRIPTION
 LX5307
 LX5307'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5307'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5307'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND
 LX5307'IS THE CENTER OF THE INSTRUMENT HOUSED IN THE MIDDLE ONE OF
 LX5307'THREE SIMILAR FIRE CONTROL BUILDINGS ON THE HILL.  STATION IS NOT
 LX5307'PERMANENTLY MARKED.  MEASUREMENTS WERE MADE TO A NAIL IN THE
 LX5307'ROOF THAT HAD BEEN DRIVEN DIRECTLY OVER THE CENTER OF THE
 LX5307'INSTRUMENT.  IT WAS LOCATED BY TRAVERSE FROM STATION MT.
 LX5307'PROSPECT 3.
 LX5307'
 LX5307'THIS IS A TRAVERSE STATION.
 LX5307
 LX5307                          STATION RECOVERY (1954)
 LX5307
 LX5307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5307'STATION RECOVERED IN POOR CONDITION.  ROOF IS COVERED WITH DIRT,
 LX5307'AND NAIL COULD NOT BE FOUND.  INSTRUMENT PEDESTAL HAS BEEN
 LX5307'REMOVED BUT POSITION IS RECOVERABLE AS THE CENTER OF 3 BOLTS
 LX5307'PROJECTING FROM A RAISED CONCRETE PLATFORM ON FLOOR.  ORIGINAL
 LX5307'DESCRIPTION OTHERWISE ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5308 ***********************************************************************
 LX5308  DESIGNATION -  B 2 BUTTERFIELD E PED
 LX5308  PID         -  LX5308
 LX5308  STATE/COUNTY-  NY/SUFFOLK
 LX5308  USGS QUAD   -  NEW LONDON (1984)
 LX5308
 LX5308                         *CURRENT SURVEY CONTROL
 LX5308  ___________________________________________________________________
 LX5308* NAD 83(1996)-  41 15 20.24530(N)    072 00 33.89945(W)     ADJUSTED  
 LX5308* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LX5308  ___________________________________________________________________
 LX5308  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5308  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5308
 LX5308  HORZ ORDER  -  SECOND
 LX5308
 LX5308.This mark is at Elizabeth Field Airport (0B8)
 LX5308
 LX5308.The horizontal coordinates were established by classical geodetic methods
 LX5308.and adjusted by the National Geodetic Survey in January 1999..
 LX5308
 LX5308.The orthometric height was scaled from a topographic map.
 LX5308
 LX5308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5308
 LX5308.The geoid height was determined by GEOID03.
 LX5308
 LX5308;                    North         East     Units Scale Factor Converg.
 LX5308;SPC NY L     -   122,823.905   466,818.353   MT  1.00001991   +1 18 07.2
 LX5308;SPC NY L     -   402,964.76  1,531,553.21   sFT  1.00001991   +1 18 07.2
 LX5308;SPC CT       -   199,564.647   366,867.307   MT  0.99999485   +0 29 27.8
 LX5308;SPC CT       -   654,738.35  1,203,630.49   sFT  0.99999485   +0 29 27.8
 LX5308;UTM  18      - 4,571,448.319   750,553.456   MT  1.00037267   +1 58 23.1
 LX5308;UTM  19      - 4,571,502.854   247,868.507   MT  1.00038244   -1 59 07.8
 LX5308
 LX5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5308!SPC NY L     -   1.00000017  x   1.00001991  =   1.00002008
 LX5308!SPC CT       -   1.00000017  x   0.99999485  =   0.99999502
 LX5308!UTM  18      -   1.00000017  x   1.00037267  =   1.00037284
 LX5308!UTM  19      -   1.00000017  x   1.00038244  =   1.00038261
 LX5308
 LX5308                          SUPERSEDED SURVEY CONTROL
 LX5308
 LX5308  NAD 83(1996)-  41 15 20.24532(N)    072 00 33.89950(W) AD(       ) 2
 LX5308  NAD 83(1992)-  41 15 20.24395(N)    072 00 33.89875(W) AD(       ) 2
 LX5308  NAD 83(1986)-  41 15 20.24525(N)    072 00 33.90436(W) AD(       ) 2
 LX5308  NAD 27      -  41 15 19.88800(N)    072 00 35.64000(W) AD(       ) 2
 LX5308
 LX5308.Superseded values are not recommended for survey control.
 LX5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5308.See file dsdata.txt to determine how the superseded data were derived.
 LX5308
 LX5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5055371448(NAD 83)
 LX5308_MARKER: Z = SEE DESCRIPTION
 LX5308_SETTING: 0 = UNSPECIFIED SETTING
 LX5308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5308
 LX5308  HISTORY     - Date     Condition        Report By
 LX5308  HISTORY     - 1940     MONUMENTED       CGS
 LX5308  HISTORY     - 1954     GOOD             USGS
 LX5308
 LX5308                          STATION DESCRIPTION
 LX5308
 LX5308'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5308'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5308'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND
 LX5308'IS THE CENTER OF A 4-FT. 6-IN. (IN DIAMETER) STEEL PEDESTAL SET
 LX5308'VERTICALLY IN A CONCRETE BLOCK, ABOUT 15 FT. E OF THE MIDDLE
 LX5308'ONE OF THREE SIMILAR FIRE CONTROL BUILDINGS ON THE
 LX5308'HILL.  STATION IS MARKED BY A PUNCH HOLE IN THE CENTER OF A
 LX5308'WINGED SCREW CAP ON THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY
 LX5308'TRAVERSE FROM STATION MT. PROSPECT 3.
 LX5308'
 LX5308'THIS IS A TRAVERSE STATION.
 LX5308
 LX5308                          STATION RECOVERY (1954)
 LX5308
 LX5308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5308'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5308'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5311 ***********************************************************************
 LX5311  DESIGNATION -  B 2 BUTTERFIELD W PED
 LX5311  PID         -  LX5311
 LX5311  STATE/COUNTY-  NY/SUFFOLK
 LX5311  USGS QUAD   -  NEW LONDON (1984)
 LX5311
 LX5311                         *CURRENT SURVEY CONTROL
 LX5311  ___________________________________________________________________
 LX5311* NAD 83(1996)-  41 15 20.24774(N)    072 00 34.39377(W)     ADJUSTED  
 LX5311* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 LX5311  ___________________________________________________________________
 LX5311  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5311  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5311
 LX5311  HORZ ORDER  -  SECOND
 LX5311
 LX5311.This mark is at Elizabeth Field Airport (0B8)
 LX5311
 LX5311.The horizontal coordinates were established by classical geodetic methods
 LX5311.and adjusted by the National Geodetic Survey in January 1999..
 LX5311
 LX5311.The orthometric height was scaled from a topographic map.
 LX5311
 LX5311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5311
 LX5311.The geoid height was determined by GEOID03.
 LX5311
 LX5311;                    North         East     Units Scale Factor Converg.
 LX5311;SPC NY L     -   122,823.719   466,806.846   MT  1.00001991   +1 18 06.9
 LX5311;SPC NY L     -   402,964.15  1,531,515.46   sFT  1.00001991   +1 18 06.9
 LX5311;SPC CT       -   199,564.624   366,855.799   MT  0.99999485   +0 29 27.5
 LX5311;SPC CT       -   654,738.27  1,203,592.73   sFT  0.99999485   +0 29 27.5
 LX5311;UTM  18      - 4,571,447.998   750,541.948   MT  1.00037260   +1 58 22.7
 LX5311;UTM  19      - 4,571,503.328   247,857.005   MT  1.00038251   -1 59 08.2
 LX5311
 LX5311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5311!SPC NY L     -   1.00000111  x   1.00001991  =   1.00002102
 LX5311!SPC CT       -   1.00000111  x   0.99999485  =   0.99999596
 LX5311!UTM  18      -   1.00000111  x   1.00037260  =   1.00037371
 LX5311!UTM  19      -   1.00000111  x   1.00038251  =   1.00038362
 LX5311
 LX5311                          SUPERSEDED SURVEY CONTROL
 LX5311
 LX5311  NAD 83(1996)-  41 15 20.24776(N)    072 00 34.39383(W) AD(       ) 2
 LX5311  NAD 83(1992)-  41 15 20.24640(N)    072 00 34.39308(W) AD(       ) 2
 LX5311  NAD 83(1986)-  41 15 20.24769(N)    072 00 34.39869(W) AD(       ) 2
 LX5311  NAD 27      -  41 15 19.89000(N)    072 00 36.13400(W) AD(       ) 2
 LX5311
 LX5311.Superseded values are not recommended for survey control.
 LX5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5311.See file dsdata.txt to determine how the superseded data were derived.
 LX5311
 LX5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5054271448(NAD 83)
 LX5311_MARKER: Z = SEE DESCRIPTION
 LX5311_SETTING: 0 = UNSPECIFIED SETTING
 LX5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5311
 LX5311  HISTORY     - Date     Condition        Report By
 LX5311  HISTORY     - 1940     MONUMENTED       CGS
 LX5311  HISTORY     - 1954     GOOD             USGS
 LX5311
 LX5311                          STATION DESCRIPTION
 LX5311
 LX5311'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5311'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5311'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND IS
 LX5311'THE CENTER OF A 4-FT. 6-IN. (IN DIAMETER) STEEL PEDESTAL SET
 LX5311'VERTICALLY IN A CONCRETE BLOCK, ABOUT 15 FT. W OF THE MIDDLE ONE
 LX5311'OF THREE FIRE CONTROL BUILDINGS ON THE HILL.  STATION IS
 LX5311'MARKED BY A PUNCH HOLE IN THE CENTER OF A WINGED SCREW CAP
 LX5311'ON THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY TRAVERSE FROM
 LX5311'STATION MT. PROSPECT 3.
 LX5311'
 LX5311'THIS IS A TRAVERSE STATION.
 LX5311
 LX5311                          STATION RECOVERY (1954)
 LX5311
 LX5311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5311'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5311'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5310 ***********************************************************************
 LX5310  DESIGNATION -  B 2 CLINTON
 LX5310  PID         -  LX5310
 LX5310  STATE/COUNTY-  NY/SUFFOLK
 LX5310  USGS QUAD   -  NEW LONDON (1984)
 LX5310
 LX5310                         *CURRENT SURVEY CONTROL
 LX5310  ___________________________________________________________________
 LX5310* NAD 83(1996)-  41 15 21.28155(N)    072 00 32.60945(W)     ADJUSTED  
 LX5310* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LX5310  ___________________________________________________________________
 LX5310  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5310  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5310
 LX5310  HORZ ORDER  -  THIRD
 LX5310
 LX5310.This mark is at Elizabeth Field Airport (0B8)
 LX5310
 LX5310.The horizontal coordinates were established by classical geodetic methods
 LX5310.and adjusted by the National Geodetic Survey in January 1999..
 LX5310
 LX5310.The orthometric height was scaled from a topographic map.
 LX5310
 LX5310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5310
 LX5310.The geoid height was determined by GEOID03.
 LX5310
 LX5310;                    North         East     Units Scale Factor Converg.
 LX5310;SPC NY L     -   122,856.548   466,847.651   MT  1.00001994   +1 18 08.1
 LX5310;SPC NY L     -   403,071.86  1,531,649.33   sFT  1.00001994   +1 18 08.1
 LX5310;SPC CT       -   199,596.871   366,897.063   MT  0.99999483   +0 29 28.6
 LX5310;SPC CT       -   654,844.07  1,203,728.11   sFT  0.99999483   +0 29 28.6
 LX5310;UTM  18      - 4,571,481.314   750,582.380   MT  1.00037285   +1 58 24.0
 LX5310;UTM  19      - 4,571,533.774   247,899.640   MT  1.00038224   -1 59 07.0
 LX5310
 LX5310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5310!SPC NY L     -   1.00000033  x   1.00001994  =   1.00002027
 LX5310!SPC CT       -   1.00000033  x   0.99999483  =   0.99999516
 LX5310!UTM  18      -   1.00000033  x   1.00037285  =   1.00037318
 LX5310!UTM  19      -   1.00000033  x   1.00038224  =   1.00038257
 LX5310
 LX5310                          SUPERSEDED SURVEY CONTROL
 LX5310
 LX5310  NAD 83(1996)-  41 15 21.28157(N)    072 00 32.60951(W) AD(       ) 4
 LX5310  NAD 83(1992)-  41 15 21.28020(N)    072 00 32.60875(W) AD(       ) 4
 LX5310  NAD 83(1986)-  41 15 21.28149(N)    072 00 32.61437(W) AD(       ) 4
 LX5310  NAD 27      -  41 15 20.92500(N)    072 00 34.35000(W) AD(       ) 3
 LX5310
 LX5310.Superseded values are not recommended for survey control.
 LX5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5310.See file dsdata.txt to determine how the superseded data were derived.
 LX5310
 LX5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5058271481(NAD 83)
 LX5310_MARKER: N = NAIL
 LX5310_SETTING: 0 = UNSPECIFIED SETTING
 LX5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5310
 LX5310  HISTORY     - Date     Condition        Report By
 LX5310  HISTORY     - 1940     MONUMENTED       CGS
 LX5310  HISTORY     - 1954     MARK NOT FOUND   USGS
 LX5310
 LX5310                          STATION DESCRIPTION
 LX5310
 LX5310'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5310'STATION IS LOCATED ON FISHERS ISLAND, ON THE GORVERNMENT
 LX5310'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND
 LX5310'IS THE CENTER OF THE INSTRUMENT HOUSED IN THE E ONE OF THREE
 LX5310'SIMILAR FIRE CONTROL BUILDINGS ON THE HILL. STATION WAS NOT
 LX5310'PERMANENTLY MARKED.  MEASUREMENTS WERE MADE TO A NAIL IN THE
 LX5310'ROOF THAT HAD BEEN DRIVEN DIRECTLY OVER THE CENTER OF THE
 LX5310'INSTRUMENT.  IT WAS LOCATED BY TRAVERSE FROM STATION
 LX5310'MT. PROSPECT 3.
 LX5310'
 LX5310'THIS IS A TRAVERSE STATION.
 LX5310
 LX5310                          STATION RECOVERY (1954)
 LX5310
 LX5310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (IFW)
 LX5310'STATION RECOVERED IN POOR CONDITION.  ROOF IS COVERED WITH DIRT
 LX5310'AND NAIL COULD NOT BE FOUND.  INSTRUMENT PEDESTAL HAS BEEN
 LX5310'REMOVED, BUT POSITION CAN BE RECOVERED AS THE CENTER OF 3 BOLTS
 LX5310'PROJECTING FROM A RAISED CONCRETE PLATFORM ON THE FLOOR.
 LX5310'ORIGINAL DESCRIPTION OTHERWISE ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5305 ***********************************************************************
 LX5305  DESIGNATION -  B 2 CLINTON E PED
 LX5305  PID         -  LX5305
 LX5305  STATE/COUNTY-  NY/SUFFOLK
 LX5305  USGS QUAD   -  NEW LONDON (1984)
 LX5305
 LX5305                         *CURRENT SURVEY CONTROL
 LX5305  ___________________________________________________________________
 LX5305* NAD 83(1996)-  41 15 21.33660(N)    072 00 32.32042(W)     ADJUSTED  
 LX5305* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LX5305  ___________________________________________________________________
 LX5305  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5305  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5305
 LX5305  HORZ ORDER  -  SECOND
 LX5305
 LX5305.This mark is at Elizabeth Field Airport (0B8)
 LX5305
 LX5305.The horizontal coordinates were established by classical geodetic methods
 LX5305.and adjusted by the National Geodetic Survey in January 1999..
 LX5305
 LX5305.The orthometric height was scaled from a topographic map.
 LX5305
 LX5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5305
 LX5305.The geoid height was determined by GEOID03.
 LX5305
 LX5305;                    North         East     Units Scale Factor Converg.
 LX5305;SPC NY L     -   122,858.398   466,854.340   MT  1.00001994   +1 18 08.3
 LX5305;SPC NY L     -   403,077.93  1,531,671.28   sFT  1.00001994   +1 18 08.3
 LX5305;SPC CT       -   199,598.627   366,903.777   MT  0.99999482   +0 29 28.8
 LX5305;SPC CT       -   654,849.83  1,203,750.14   sFT  0.99999482   +0 29 28.8
 LX5305;UTM  18      - 4,571,483.244   750,589.049   MT  1.00037289   +1 58 24.2
 LX5305;UTM  19      - 4,571,535.239   247,906.426   MT  1.00038220   -1 59 06.8
 LX5305
 LX5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5305!SPC NY L     -   1.00000033  x   1.00001994  =   1.00002027
 LX5305!SPC CT       -   1.00000033  x   0.99999482  =   0.99999515
 LX5305!UTM  18      -   1.00000033  x   1.00037289  =   1.00037322
 LX5305!UTM  19      -   1.00000033  x   1.00038220  =   1.00038253
 LX5305
 LX5305                          SUPERSEDED SURVEY CONTROL
 LX5305
 LX5305  NAD 83(1996)-  41 15 21.33662(N)    072 00 32.32047(W) AD(       ) 2
 LX5305  NAD 83(1992)-  41 15 21.33526(N)    072 00 32.31972(W) AD(       ) 2
 LX5305  NAD 83(1986)-  41 15 21.33655(N)    072 00 32.32533(W) AD(       ) 2
 LX5305  NAD 27      -  41 15 20.97900(N)    072 00 34.06100(W) AD(       ) 2
 LX5305
 LX5305.Superseded values are not recommended for survey control.
 LX5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5305.See file dsdata.txt to determine how the superseded data were derived.
 LX5305
 LX5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5058971483(NAD 83)
 LX5305_MARKER: Z = SEE DESCRIPTION
 LX5305_SETTING: 0 = UNSPECIFIED SETTING
 LX5305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5305
 LX5305  HISTORY     - Date     Condition        Report By
 LX5305  HISTORY     - 1940     MONUMENTED       CGS
 LX5305  HISTORY     - 1954     GOOD             USGS
 LX5305
 LX5305                          STATION DESCRIPTION
 LX5305
 LX5305'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5305'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5305'RESERVATION OF FORT WRIGHT ON THE SUMMIT OF MT. PROSPECT, AND
 LX5305'IS THE CENTER OF A 4-FT. 6-IN. (IN DIAMETER) STEEL PEDESTAL SET
 LX5305'VERTICALLY IN A CONCRETE BLOCK, ABOUT 15 FT. E OF THE E ONE OF
 LX5305'THREE SIMILAR FIRE CONTROL BUILDINGS ON THE HILL.  STATION IS
 LX5305'MARKED BY A PUCNCH HOLE IN THE CENTER OF A WINGED SCREW CAP ON
 LX5305'THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY TRAVERSE FROM
 LX5305'STATION MT. PROSPECT 3.
 LX5305'
 LX5305'THIS IS A TRAVERSE STATION.
 LX5305
 LX5305                          STATION RECOVERY (1954)
 LX5305
 LX5305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5305'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5305'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5309 ***********************************************************************
 LX5309  DESIGNATION -  B 2 CLINTON W PED
 LX5309  PID         -  LX5309
 LX5309  STATE/COUNTY-  NY/SUFFOLK
 LX5309  USGS QUAD   -  NEW LONDON (1984)
 LX5309
 LX5309                         *CURRENT SURVEY CONTROL
 LX5309  ___________________________________________________________________
 LX5309* NAD 83(1996)-  41 15 21.22807(N)    072 00 32.89424(W)     ADJUSTED  
 LX5309* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LX5309  ___________________________________________________________________
 LX5309  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5309  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5309
 LX5309  HORZ ORDER  -  SECOND
 LX5309
 LX5309.This mark is at Elizabeth Field Airport (0B8)
 LX5309
 LX5309.The horizontal coordinates were established by classical geodetic methods
 LX5309.and adjusted by the National Geodetic Survey in January 1999..
 LX5309
 LX5309.The orthometric height was scaled from a topographic map.
 LX5309
 LX5309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5309
 LX5309.The geoid height was determined by GEOID03.
 LX5309
 LX5309;                    North         East     Units Scale Factor Converg.
 LX5309;SPC NY L     -   122,854.748   466,841.060   MT  1.00001994   +1 18 07.9
 LX5309;SPC NY L     -   403,065.95  1,531,627.71   sFT  1.00001994   +1 18 07.9
 LX5309;SPC CT       -   199,595.165   366,890.448   MT  0.99999483   +0 29 28.4
 LX5309;SPC CT       -   654,838.47  1,203,706.41   sFT  0.99999483   +0 29 28.4
 LX5309;UTM  18      - 4,571,479.436   750,575.808   MT  1.00037281   +1 58 23.8
 LX5309;UTM  19      - 4,571,532.354   247,892.955   MT  1.00038228   -1 59 07.2
 LX5309
 LX5309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5309!SPC NY L     -   1.00000033  x   1.00001994  =   1.00002027
 LX5309!SPC CT       -   1.00000033  x   0.99999483  =   0.99999516
 LX5309!UTM  18      -   1.00000033  x   1.00037281  =   1.00037314
 LX5309!UTM  19      -   1.00000033  x   1.00038228  =   1.00038261
 LX5309
 LX5309                          SUPERSEDED SURVEY CONTROL
 LX5309
 LX5309  NAD 83(1996)-  41 15 21.22809(N)    072 00 32.89429(W) AD(       ) 2
 LX5309  NAD 83(1992)-  41 15 21.22672(N)    072 00 32.89354(W) AD(       ) 2
 LX5309  NAD 83(1986)-  41 15 21.22801(N)    072 00 32.89916(W) AD(       ) 2
 LX5309  NAD 27      -  41 15 20.87000(N)    072 00 34.63500(W) AD(       ) 2
 LX5309
 LX5309.Superseded values are not recommended for survey control.
 LX5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5309.See file dsdata.txt to determine how the superseded data were derived.
 LX5309
 LX5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5057671479(NAD 83)
 LX5309_MARKER: Z = SEE DESCRIPTION
 LX5309_SETTING: 0 = UNSPECIFIED SETTING
 LX5309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5309
 LX5309  HISTORY     - Date     Condition        Report By
 LX5309  HISTORY     - 1940     MONUMENTED       CGS
 LX5309  HISTORY     - 1954     MARK NOT FOUND   USGS
 LX5309
 LX5309                          STATION DESCRIPTION
 LX5309
 LX5309'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5309'STATION IS LOCATE ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5309'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND
 LX5309'IS THE CENTER OF A 4-FT. 6-IN. (IN DIAMETER) STEEL PEDESTAL SET
 LX5309'VERTICALLY IN A CONCRETE BLOCK, ABOUT 15 FT. W OF THE E ONE OF
 LX5309'THREE SIMILAR FIRE CONTROL BUILDINGS ON THE HILL.  STATION IS
 LX5309'MARKED BY A PUNCH HOLE IN THE CENTER OF A WINGED SCREW CAP ON
 LX5309'THE TOP OF THE PEDESTAL.  IT WAS LOCATED BY TRAVERSE FROM
 LX5309'STATION MT. PROSPECT 3.
 LX5309'
 LX5309'THIS IS A TRAVERSE STATION.
 LX5309
 LX5309                          STATION RECOVERY (1954)
 LX5309
 LX5309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5309'STATION IS LOST.  PEDESTAL HAS BEEN MOVED FOR THE CONSTRUCTION
 LX5309'OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5315 ***********************************************************************
 LX5315  DESIGNATION -  B 2 DAVIS
 LX5315  PID         -  LX5315
 LX5315  STATE/COUNTY-  NY/SUFFOLK
 LX5315  USGS QUAD   -  NEW LONDON (1984)
 LX5315
 LX5315                         *CURRENT SURVEY CONTROL
 LX5315  ___________________________________________________________________
 LX5315* NAD 83(1996)-  41 15 19.30982(N)    072 00 30.99844(W)     ADJUSTED  
 LX5315* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 LX5315  ___________________________________________________________________
 LX5315  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 LX5315  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5315
 LX5315  HORZ ORDER  -  SECOND
 LX5315
 LX5315.This mark is at Elizabeth Field Airport (0B8)
 LX5315
 LX5315.The horizontal coordinates were established by classical geodetic methods
 LX5315.and adjusted by the National Geodetic Survey in January 1999..
 LX5315
 LX5315.The orthometric height was scaled from a topographic map.
 LX5315
 LX5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5315
 LX5315.The geoid height was determined by GEOID03.
 LX5315
 LX5315;                    North         East     Units Scale Factor Converg.
 LX5315;SPC NY L     -   122,796.587   466,886.530   MT  1.00001987   +1 18 09.1
 LX5315;SPC NY L     -   402,875.14  1,531,776.89   sFT  1.00001987   +1 18 09.1
 LX5315;SPC CT       -   199,536.368   366,935.088   MT  0.99999487   +0 29 29.7
 LX5315;SPC CT       -   654,645.57  1,203,852.87   sFT  0.99999487   +0 29 29.7
 LX5315;UTM  18      - 4,571,421.792   750,621.972   MT  1.00037309   +1 58 24.9
 LX5315;UTM  19      - 4,571,471.660   247,935.029   MT  1.00038202   -1 59 05.9
 LX5315
 LX5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5315!SPC NY L     -   1.00000127  x   1.00001987  =   1.00002114
 LX5315!SPC CT       -   1.00000127  x   0.99999487  =   0.99999614
 LX5315!UTM  18      -   1.00000127  x   1.00037309  =   1.00037436
 LX5315!UTM  19      -   1.00000127  x   1.00038202  =   1.00038329
 LX5315
 LX5315                          SUPERSEDED SURVEY CONTROL
 LX5315
 LX5315  NAD 83(1996)-  41 15 19.30984(N)    072 00 30.99849(W) AD(       ) 2
 LX5315  NAD 83(1992)-  41 15 19.30847(N)    072 00 30.99775(W) AD(       ) 2
 LX5315  NAD 83(1986)-  41 15 19.30976(N)    072 00 31.00336(W) AD(       ) 2
 LX5315  NAD 27      -  41 15 18.95200(N)    072 00 32.73900(W) AD(       ) 2
 LX5315
 LX5315.Superseded values are not recommended for survey control.
 LX5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5315.See file dsdata.txt to determine how the superseded data were derived.
 LX5315
 LX5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5062271422(NAD 83)
 LX5315_MARKER: DS = TRIANGULATION STATION DISK
 LX5315_SETTING: 0 = UNSPECIFIED SETTING
 LX5315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5315
 LX5315  HISTORY     - Date     Condition        Report By
 LX5315  HISTORY     - 1940     MONUMENTED       CGS
 LX5315  HISTORY     - 1954     GOOD             USGS
 LX5315
 LX5315                          STATION DESCRIPTION
 LX5315
 LX5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5315'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5315'RESERVATION OF FORT WRIGHT, ON THE S EDGE OF THE SUMMIT OF
 LX5315'MT. PROSPECT, AND IS THE CENTER OF THE INSTRUMENT HOUSED IN
 LX5315'THE UNDERGROUND CONCRETE FIRE CONTROL BUILDING.  IT IS A
 LX5315'STANDARD STATION DISK, STAMPED B2 DAVIS 1940 AND SET IN A DRILL
 LX5315'HOLE FLUSH WITH THE SURFACE OF THE CONCRETE ROOF DIRECTLY OVER
 LX5315'THE CENTER OF THE INSTRUMENT.  IT WAS LOCATED BY TRAVERSE FROM
 LX5315'STATION MT. PROSPECT 3.
 LX5315'
 LX5315'THIS IS A TRAVERSE STATION.
 LX5315
 LX5315                          STATION RECOVERY (1954)
 LX5315
 LX5315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5315'STATION RECOVERED IN GOOD CONDITION.  DISK IS UNDER 6 INCHES
 LX5315'OF DIRT.  ORIGINAL DESCRIPTION OTHERWISE ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5661 ***********************************************************************
 LX5661  DESIGNATION -  B 2 STONEMAN
 LX5661  PID         -  LX5661
 LX5661  STATE/COUNTY-  NY/SUFFOLK
 LX5661  USGS QUAD   -  PLUM ISLAND (1954)
 LX5661
 LX5661                         *CURRENT SURVEY CONTROL
 LX5661  ___________________________________________________________________
 LX5661* NAD 83(1996)-  41 11 08.72742(N)    072 11 12.04981(W)     ADJUSTED  
 LX5661* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 LX5661  ___________________________________________________________________
 LX5661  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LX5661  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5661
 LX5661  HORZ ORDER  -  THIRD
 LX5661
 LX5661.The horizontal coordinates were established by classical geodetic methods
 LX5661.and adjusted by the National Geodetic Survey in January 1999..
 LX5661
 LX5661.The orthometric height was scaled from a topographic map.
 LX5661
 LX5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5661
 LX5661.The geoid height was determined by GEOID03.
 LX5661
 LX5661;                    North         East     Units Scale Factor Converg.
 LX5661;SPC NY L     -   114,743.696   452,125.804   MT  1.00001203   +1 11 09.8
 LX5661;SPC NY L     -   376,454.94  1,483,349.41   sFT  1.00001203   +1 11 09.8
 LX5661;SPC CT       -   191,693.542   352,062.022   MT  1.00000147   +0 22 24.7
 LX5661;SPC CT       -   628,914.56  1,155,056.82   sFT  1.00000147   +0 22 24.7
 LX5661;UTM  18      - 4,563,194.482   735,951.717   MT  1.00028524   +1 51 12.4
 LX5661
 LX5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5661!SPC NY L     -   0.99999956  x   1.00001203  =   1.00001159
 LX5661!SPC CT       -   0.99999956  x   1.00000147  =   1.00000103
 LX5661!UTM  18      -   0.99999956  x   1.00028524  =   1.00028480
 LX5661
 LX5661                          SUPERSEDED SURVEY CONTROL
 LX5661
 LX5661  NAD 83(1996)-  41 11 08.72746(N)    072 11 12.04990(W) AD(       ) 4
 LX5661  NAD 83(1992)-  41 11 08.72603(N)    072 11 12.04889(W) AD(       ) 4
 LX5661  NAD 83(1986)-  41 11 08.72761(N)    072 11 12.05459(W) AD(       ) 4
 LX5661  NAD 27      -  41 11 08.37000(N)    072 11 13.77100(W) AD(       ) 3
 LX5661
 LX5661.Superseded values are not recommended for survey control.
 LX5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5661.See file dsdata.txt to determine how the superseded data were derived.
 LX5661
 LX5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3595263194(NAD 83)
 LX5661_MARKER: N = NAIL
 LX5661_SETTING: 0 = UNSPECIFIED SETTING
 LX5661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5661
 LX5661  HISTORY     - Date     Condition        Report By
 LX5661  HISTORY     - 1940     MONUMENTED       CGS
 LX5661
 LX5661                          STATION DESCRIPTION
 LX5661
 LX5661'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5661'THIS IS THE INSTRUMENT CENTER IN THE NW OR HIGHEST SECTION OF
 LX5661'THE BUILDING ON TOP OF THE HILL KNOWN AS C 2.  THE INSTRUMENT
 LX5661'CENTER WAS PROJECTED TO THE TOP OF THE ROOF, AND A NAIL WAS
 LX5661'DRIVEN HERE AND LOCATED BY DIRECTION AND TRAVERSE FROM
 LX5661'TRIANGULATION STATION C 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0650 ***********************************************************************
 KU0650  DESIGNATION -  B 2 USE
 KU0650  PID         -  KU0650
 KU0650  STATE/COUNTY-  NY/SUFFOLK
 KU0650  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0650
 KU0650                         *CURRENT SURVEY CONTROL
 KU0650  ___________________________________________________________________
 KU0650* NAD 83(1986)-  40 41 12.     (N)    073 22 23.     (W)     SCALED    
 KU0650* NAVD 88     -         6.529  (meters)      21.42   (feet)  ADJUSTED  
 KU0650  ___________________________________________________________________
 KU0650  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU0650  DYNAMIC HT  -           6.527 (meters)      21.41  (feet)  COMP
 KU0650  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 KU0650
 KU0650  VERT ORDER  -  SECOND    CLASS 0
 KU0650
 KU0650.The horizontal coordinates were scaled from a topographic map and have
 KU0650.an estimated accuracy of +/- 6 seconds.
 KU0650
 KU0650.The orthometric height was determined by differential leveling
 KU0650.and adjusted by the National Geodetic Survey in June 1991..
 KU0650
 KU0650.The geoid height was determined by GEOID03.
 KU0650
 KU0650.The dynamic height is computed by dividing the NAVD 88
 KU0650.geopotential number by the normal gravity value computed on the
 KU0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0650.degrees latitude (g = 980.6199 gals.).
 KU0650
 KU0650.The modeled gravity was interpolated from observed gravity values.
 KU0650
 KU0650;                    North         East    Units  Estimated Accuracy
 KU0650;SPC NY L     -    57,930.      353,000.      MT  (+/- 180 meters Scaled)
 KU0650
 KU0650                          SUPERSEDED SURVEY CONTROL
 KU0650
 KU0650  NGVD 29 (??/??/92)    6.897  (m)           22.63   (f) ADJ UNCH    2 0
 KU0650
 KU0650.Superseded values are not recommended for survey control.
 KU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0650.See file dsdata.txt to determine how the superseded data were derived.
 KU0650
 KU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL374052(NAD 83)
 KU0650_MARKER: DD = SURVEY DISK
 KU0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0650_STAMPING: 23 B 2 1931
 KU0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0650+STABILITY: SURFACE MOTION
 KU0650
 KU0650  HISTORY     - Date     Condition        Report By
 KU0650  HISTORY     - 1931     MONUMENTED       DOD
 KU0650  HISTORY     - 1932     GOOD             NGS
 KU0650  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0650
 KU0650                          STATION DESCRIPTION
 KU0650
 KU0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0650'AT LINDENHURST.
 KU0650'AT LINDENHURST, SUFFOLK COUNTY, ON THE LONG ISLAND RAILROAD,
 KU0650'55 FEET WEST OF THE NORTHWEST CORNER OF THE STATION, 44 FEET
 KU0650'EAST OF THE CENTERLINE OF SOUTHEAST WELLWOOD AVENUE, AND 13.5
 KU0650'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.  A CORPS OF
 KU0650'ENGINEERS, U.S. ARMY, STANDARD MAP-CONTROL STATION DISK, STAMPED
 KU0650'23 B 2 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0650'5 INCHES ABOVE GROUND.
 KU0650
 KU0650                          STATION RECOVERY (1985)
 KU0650
 KU0650'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0442 ***********************************************************************
 NC0442  DESIGNATION -  B 20
 NC0442  PID         -  NC0442
 NC0442  STATE/COUNTY-  NY/ERIE
 NC0442  USGS QUAD   -  BUFFALO NW (1965)
 NC0442
 NC0442                         *CURRENT SURVEY CONTROL
 NC0442  ___________________________________________________________________
 NC0442* NAD 83(1986)-  42 55 56.     (N)    078 53 57.     (W)     SCALED    
 NC0442* NAVD 88     -       182.307  (meters)     598.12   (feet)  POSTED    
 NC0442  ___________________________________________________________________
 NC0442  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 NC0442  DYNAMIC HT  -         182.260 (meters)     597.96  (feet)  COMP
 NC0442  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 NC0442
 NC0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NC0442
 NC0442.The horizontal coordinates were scaled from a topographic map and have
 NC0442.an estimated accuracy of +/- 6 seconds.
 NC0442
 NC0442.The orthometric height was determined by differential leveling
 NC0442.and adjusted by the National Geodetic Survey in 1992..
 NC0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NC0442.rate of 1.1 thru 2.0 mm/km.
 NC0442
 NC0442.The geoid height was determined by GEOID03.
 NC0442
 NC0442.The dynamic height is computed by dividing the NAVD 88
 NC0442.geopotential number by the normal gravity value computed on the
 NC0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0442.degrees latitude (g = 980.6199 gals.).
 NC0442
 NC0442.The modeled gravity was interpolated from observed gravity values.
 NC0442
 NC0442;                    North         East    Units  Estimated Accuracy
 NC0442;SPC NY W     -   325,690.      324,220.      MT  (+/- 180 meters Scaled)
 NC0442
 NC0442                          SUPERSEDED SURVEY CONTROL
 NC0442
 NC0442  NGVD 29 (??/??/92)  182.474  (m)          598.67   (f) ADJ UNCH    1 2
 NC0442
 NC0442.Superseded values are not recommended for survey control.
 NC0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0442.See file dsdata.txt to determine how the superseded data were derived.
 NC0442
 NC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH714554(NAD 83)
 NC0442_MARKER: DB = BENCH MARK DISK
 NC0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0442_SP_SET: PLATFORM
 NC0442_STAMPING: B 20
 NC0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0442
 NC0442  HISTORY     - Date     Condition        Report By
 NC0442  HISTORY     - UNK      MONUMENTED       CGS
 NC0442  HISTORY     - 1942     GOOD             NGS
 NC0442  HISTORY     - 1962     GOOD             NGS
 NC0442  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NC0442
 NC0442                          STATION DESCRIPTION
 NC0442
 NC0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NC0442'IN BUFFALO.
 NC0442'AT BUFFALO, ERIE COUNTY, OPPOSITE THE EAST END OF THE INTERNATIONAL
 NC0442'BRIDGE, ON THE GRAND TRUNK RAILWAY AND THE NEW YORK CENTRAL RAILROAD,
 NC0442'AT THE BLACK ROCK PASSENGER STATION, IN THE OUTSIDE NORTH WALL, 3 FEET
 NC0442'EAST OF THE EAST EDGE OF THE DOOR TO THE WAITING ROOM, AND ABOUT 4-1/2
 NC0442'FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED B 20 AND SET
 NC0442'VERTICALLY.
 NC0442
 NC0442                          STATION RECOVERY (1962)
 NC0442
 NC0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NC0442'RECOVERED IN GOOD CONDITION.
 NC0442
 NC0442                          STATION RECOVERY (1990)
 NC0442
 NC0442'RECOVERY NOTE BY US POWER SQUADRON 1990 (EGE)
 NC0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1277 ***********************************************************************
 OE1277  DESIGNATION -  B 200
 OE1277  PID         -  OE1277
 OE1277  STATE/COUNTY-  NY/LEWIS
 OE1277  USGS QUAD   -  NEW BOSTON (1980)
 OE1277
 OE1277                         *CURRENT SURVEY CONTROL
 OE1277  ___________________________________________________________________
 OE1277* NAD 83(1986)-  43 49 03.     (N)    075 41 19.     (W)     SCALED    
 OE1277* NAVD 88     -       464.967  (meters)    1525.48   (feet)  ADJUSTED  
 OE1277  ___________________________________________________________________
 OE1277  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 OE1277  DYNAMIC HT  -         464.856 (meters)    1525.12  (feet)  COMP
 OE1277  MODELED GRAV-     980,364.9   (mgal)                       NAVD 88
 OE1277
 OE1277  VERT ORDER  -  SECOND    CLASS 0
 OE1277
 OE1277.The horizontal coordinates were scaled from a topographic map and have
 OE1277.an estimated accuracy of +/- 6 seconds.
 OE1277
 OE1277.The orthometric height was determined by differential leveling
 OE1277.and adjusted by the National Geodetic Survey in June 1991..
 OE1277
 OE1277.The geoid height was determined by GEOID03.
 OE1277
 OE1277.The dynamic height is computed by dividing the NAVD 88
 OE1277.geopotential number by the normal gravity value computed on the
 OE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1277.degrees latitude (g = 980.6199 gals.).
 OE1277
 OE1277.The modeled gravity was interpolated from observed gravity values.
 OE1277
 OE1277;                    North         East    Units  Estimated Accuracy
 OE1277;SPC NY C     -   424,380.      321,980.      MT  (+/- 180 meters Scaled)
 OE1277
 OE1277                          SUPERSEDED SURVEY CONTROL
 OE1277
 OE1277  NGVD 29 (??/??/92)  465.064  (m)         1525.80   (f) ADJ UNCH    2 0
 OE1277
 OE1277.Superseded values are not recommended for survey control.
 OE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1277.See file dsdata.txt to determine how the superseded data were derived.
 OE1277
 OE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP446518(NAD 83)
 OE1277_MARKER: DB = BENCH MARK DISK
 OE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1277_STAMPING: B 200 1942
 OE1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1277+STABILITY: SURFACE MOTION
 OE1277
 OE1277  HISTORY     - Date     Condition        Report By
 OE1277  HISTORY     - 1942     MONUMENTED       CGS
 OE1277  HISTORY     - 19990825 GOOD             USPSQD
 OE1277
 OE1277                          STATION DESCRIPTION
 OE1277
 OE1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1277'5.7 MI SE FROM COPENHAGEN.
 OE1277'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 OE1277'COPENHAGEN, LEWIS COUNTY, THENCE 5.4 MILES SOUTH ALONG AN IMPROVED
 OE1277'COUNTY ROAD, 1.0 MILE NORTH OF STATE HIGHWAY 177, 66.5 FEET EAST OF
 OE1277'THE SOUTHEAST CORNER OF A SMALL BROWN SCHOOLHOUSE, 31 FEET NORTH OF
 OE1277'THE CENTERLINE OF A DIRT ROAD LEADING WEST, 26.7 FEET WEST OF THE
 OE1277'CENTERLINE OF THE IMPROVED ROAD, 24.5 FEET EAST OF A 20-INCH MAPLE
 OE1277'TREE, 8.5 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE
 OE1277'SCHOOLHOUSE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 OE1277'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED B 200 1942 AND SET IN
 OE1277'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 OE1277
 OE1277                          STATION RECOVERY (1999)
 OE1277
 OE1277'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1318 ***********************************************************************
 OE1318  DESIGNATION -  B 201
 OE1318  PID         -  OE1318
 OE1318  STATE/COUNTY-  NY/OSWEGO
 OE1318  USGS QUAD   -  REDFIELD (1980)
 OE1318
 OE1318                         *CURRENT SURVEY CONTROL
 OE1318  ___________________________________________________________________
 OE1318* NAD 83(1986)-  43 32 46.     (N)    075 49 39.     (W)     SCALED    
 OE1318* NAVD 88     -       325.497  (meters)    1067.90   (feet)  ADJUSTED  
 OE1318  ___________________________________________________________________
 OE1318  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OE1318  DYNAMIC HT  -         325.417 (meters)    1067.64  (feet)  COMP
 OE1318  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 OE1318
 OE1318  VERT ORDER  -  SECOND    CLASS 0
 OE1318
 OE1318.The horizontal coordinates were scaled from a topographic map and have
 OE1318.an estimated accuracy of +/- 6 seconds.
 OE1318
 OE1318.The orthometric height was determined by differential leveling
 OE1318.and adjusted by the National Geodetic Survey in June 1991..
 OE1318
 OE1318.The geoid height was determined by GEOID03.
 OE1318
 OE1318.The dynamic height is computed by dividing the NAVD 88
 OE1318.geopotential number by the normal gravity value computed on the
 OE1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1318.degrees latitude (g = 980.6199 gals.).
 OE1318
 OE1318.The modeled gravity was interpolated from observed gravity values.
 OE1318
 OE1318;                    North         East    Units  Estimated Accuracy
 OE1318;SPC NY C     -   394,120.      311,080.      MT  (+/- 180 meters Scaled)
 OE1318
 OE1318                          SUPERSEDED SURVEY CONTROL
 OE1318
 OE1318  NGVD 29 (??/??/92)  325.625  (m)         1068.32   (f) ADJ UNCH    2 0
 OE1318
 OE1318.Superseded values are not recommended for survey control.
 OE1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1318.See file dsdata.txt to determine how the superseded data were derived.
 OE1318
 OE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP331217(NAD 83)
 OE1318_MARKER: DB = BENCH MARK DISK
 OE1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1318_SP_SET: CULVERT
 OE1318_STAMPING: B 201 1942
 OE1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1318
 OE1318  HISTORY     - Date     Condition        Report By
 OE1318  HISTORY     - 1942     MONUMENTED       CGS
 OE1318  HISTORY     - 19980615 MARK NOT FOUND   USPSQD
 OE1318  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1318
 OE1318                          STATION DESCRIPTION
 OE1318
 OE1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1318'0.9 MI NW FROM REDFIELD.
 OE1318'0.9 MILE NORTHWEST ALONG THE LORRAINE ROAD FROM THE POST OFFICE AT
 OE1318'REDFIELD, OSWEGO COUNTY, 120 FEET NORTHEAST OF A 2-STORY WHITE HOUSE,
 OE1318'75 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE NLO-12, AT A
 OE1318'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEAD WALL,
 OE1318'19 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 0.8 FOOT LOWER
 OE1318'THAN THE ROAD.  A STANDARD DISK, STAMPED B 201 1942.
 OE1318
 OE1318                          STATION RECOVERY (1998)
 OE1318
 OE1318'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1318'MARK NOT FOUND.
 OE1318
 OE1318                          STATION RECOVERY (2002)
 OE1318
 OE1318'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 OE1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1081 ***********************************************************************
 OE1081  DESIGNATION -  B 202
 OE1081  PID         -  OE1081
 OE1081  STATE/COUNTY-  NY/ONEIDA
 OE1081  USGS QUAD   -  LEE CENTER (1955)
 OE1081
 OE1081                         *CURRENT SURVEY CONTROL
 OE1081  ___________________________________________________________________
 OE1081* NAD 83(1986)-  43 22 16.     (N)    075 34 16.     (W)     SCALED    
 OE1081* NAVD 88     -       344.994  (meters)    1131.87   (feet)  ADJUSTED  
 OE1081  ___________________________________________________________________
 OE1081  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 OE1081  DYNAMIC HT  -         344.909 (meters)    1131.59  (feet)  COMP
 OE1081  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 OE1081
 OE1081  VERT ORDER  -  SECOND    CLASS 0
 OE1081
 OE1081.The horizontal coordinates were scaled from a topographic map and have
 OE1081.an estimated accuracy of +/- 6 seconds.
 OE1081
 OE1081.The orthometric height was determined by differential leveling
 OE1081.and adjusted by the National Geodetic Survey in June 1991..
 OE1081
 OE1081.The geoid height was determined by GEOID03.
 OE1081
 OE1081.The dynamic height is computed by dividing the NAVD 88
 OE1081.geopotential number by the normal gravity value computed on the
 OE1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1081.degrees latitude (g = 980.6199 gals.).
 OE1081
 OE1081.The modeled gravity was interpolated from observed gravity values.
 OE1081
 OE1081;                    North         East    Units  Estimated Accuracy
 OE1081;SPC NY C     -   374,890.      332,030.      MT  (+/- 180 meters Scaled)
 OE1081
 OE1081                          SUPERSEDED SURVEY CONTROL
 OE1081
 OE1081  NGVD 29 (??/??/92)  345.141  (m)         1132.35   (f) ADJ UNCH    2 0
 OE1081
 OE1081.Superseded values are not recommended for survey control.
 OE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1081.See file dsdata.txt to determine how the superseded data were derived.
 OE1081
 OE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP537021(NAD 83)
 OE1081_MARKER: DB = BENCH MARK DISK
 OE1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1081_STAMPING: B 202 1942
 OE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1081+STABILITY: SURFACE MOTION
 OE1081
 OE1081  HISTORY     - Date     Condition        Report By
 OE1081  HISTORY     - 1942     MONUMENTED       CGS
 OE1081
 OE1081                          STATION DESCRIPTION
 OE1081
 OE1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1081'3.1 MI NW FROM POINT ROCK.
 OE1081'0.9 MILE NORTHWEST ALONG THE OSCEOLA ROAD FROM THE WILLSON STORE AT
 OE1081'POINT ROCK, ONEIDA COUNTY, THENCE 2.2 MILES WEST ALONG THE TABERG
 OE1081'ROAD.  AT A ROAD JUNCTION, AT THE SOUTHWEST CORNER OF THE YARD OF
 OE1081'ANNSVILLE DISTRICT SCHOOL NO. 15, 36.3 FEET SOUTHWEST OF THE SOUTHWEST
 OE1081'CORNER OF THE SCHOOLHOUSE, 29.9 FEET NORTHEAST OF THE CENTERLINE OF
 OE1081'THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 OE1081'THE ROAD.  A STANDARD DISK, STAMPED B 202 1942 AND SET IN THE TOP OF A
 OE1081'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1259 ***********************************************************************
 OE1259  DESIGNATION -  B 205
 OE1259  PID         -  OE1259
 OE1259  STATE/COUNTY-  NY/JEFFERSON
 OE1259  USGS QUAD   -  COPENHAGEN (1942)
 OE1259
 OE1259                         *CURRENT SURVEY CONTROL
 OE1259  ___________________________________________________________________
 OE1259* NAD 83(1986)-  43 54 59.     (N)    075 44 33.     (W)     SCALED    
 OE1259* NAVD 88     -       343.653  (meters)    1127.47   (feet)  ADJUSTED  
 OE1259  ___________________________________________________________________
 OE1259  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 OE1259  DYNAMIC HT  -         343.580 (meters)    1127.23  (feet)  COMP
 OE1259  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 OE1259
 OE1259  VERT ORDER  -  SECOND    CLASS 0
 OE1259
 OE1259.The horizontal coordinates were scaled from a topographic map and have
 OE1259.an estimated accuracy of +/- 6 seconds.
 OE1259
 OE1259.The orthometric height was determined by differential leveling
 OE1259.and adjusted by the National Geodetic Survey in June 1991..
 OE1259
 OE1259.The geoid height was determined by GEOID03.
 OE1259
 OE1259.The dynamic height is computed by dividing the NAVD 88
 OE1259.geopotential number by the normal gravity value computed on the
 OE1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1259.degrees latitude (g = 980.6199 gals.).
 OE1259
 OE1259.The modeled gravity was interpolated from observed gravity values.
 OE1259
 OE1259;                    North         East    Units  Estimated Accuracy
 OE1259;SPC NY C     -   435,320.      317,530.      MT  (+/- 180 meters Scaled)
 OE1259
 OE1259                          SUPERSEDED SURVEY CONTROL
 OE1259
 OE1259  NGVD 29 (??/??/92)  343.762  (m)         1127.83   (f) ADJ UNCH    2 0
 OE1259
 OE1259.Superseded values are not recommended for survey control.
 OE1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1259.See file dsdata.txt to determine how the superseded data were derived.
 OE1259
 OE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP403628(NAD 83)
 OE1259_MARKER: DB = BENCH MARK DISK
 OE1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1259_SP_SET: CULVERT
 OE1259_STAMPING: B 205 1942
 OE1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1259
 OE1259  HISTORY     - Date     Condition        Report By
 OE1259  HISTORY     - 1942     MONUMENTED       CGS
 OE1259  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 OE1259
 OE1259                          STATION DESCRIPTION
 OE1259
 OE1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1259'3.9 MI W FROM COPENHAGEN.
 OE1259'IN JEFFERSON COUNTY, 3.9 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 OE1259'NATIONAL BANK BUILDING AT COPENHAGEN, LEWIS COUNTY, AT THE JUNCTION OF
 OE1259'A COUNTY ROAD LEADING TO TYLERVILLE, 180 FEET NORTHWEST OF A
 OE1259'SCHOOLHOUSE, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY,
 OE1259'52 FEET SOUTH OF POWER-TRANSMISSION LINE POLE NNYU-71, AT A CONCRETE
 OE1259'CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEAD WALL, 22 FEET SOUTH
 OE1259'OF THE CENTERLINE OF THE ROAD, AND 0.9 FOOT LOWER THAN THE ROAD. A
 OE1259'STANDARD DISK STAMPED B 205 1942.
 OE1259
 OE1259                          STATION RECOVERY (1995)
 OE1259
 OE1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0705 ***********************************************************************
 NB0705  DESIGNATION -  B 207
 NB0705  PID         -  NB0705
 NB0705  STATE/COUNTY-  NY/SENECA
 NB0705  USGS QUAD   -  UNION SPRINGS (1955)
 NB0705
 NB0705                         *CURRENT SURVEY CONTROL
 NB0705  ___________________________________________________________________
 NB0705* NAD 83(1986)-  42 50 17.     (N)    076 44 37.     (W)     SCALED    
 NB0705* NAVD 88     -       135.889  (meters)     445.83   (feet)  ADJUSTED  
 NB0705  ___________________________________________________________________
 NB0705  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NB0705  DYNAMIC HT  -         135.853 (meters)     445.71  (feet)  COMP
 NB0705  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 NB0705
 NB0705  VERT ORDER  -  SECOND    CLASS 0
 NB0705
 NB0705.The horizontal coordinates were scaled from a topographic map and have
 NB0705.an estimated accuracy of +/- 6 seconds.
 NB0705
 NB0705.The orthometric height was determined by differential leveling
 NB0705.and adjusted by the National Geodetic Survey in June 1991..
 NB0705
 NB0705.The geoid height was determined by GEOID03.
 NB0705
 NB0705.The dynamic height is computed by dividing the NAVD 88
 NB0705.geopotential number by the normal gravity value computed on the
 NB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0705.degrees latitude (g = 980.6199 gals.).
 NB0705
 NB0705.The modeled gravity was interpolated from observed gravity values.
 NB0705
 NB0705;                    North         East    Units  Estimated Accuracy
 NB0705;SPC NY C     -   315,190.      236,900.      MT  (+/- 180 meters Scaled)
 NB0705
 NB0705                          SUPERSEDED SURVEY CONTROL
 NB0705
 NB0705  NGVD 29 (??/??/92)  136.067  (m)          446.41   (f) ADJ UNCH    2 0
 NB0705
 NB0705.Superseded values are not recommended for survey control.
 NB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0705.See file dsdata.txt to determine how the superseded data were derived.
 NB0705
 NB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN575443(NAD 83)
 NB0705_MARKER: DB = BENCH MARK DISK
 NB0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0705_STAMPING: B 207 1942
 NB0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0705+STABILITY: SURFACE MOTION
 NB0705
 NB0705  HISTORY     - Date     Condition        Report By
 NB0705  HISTORY     - 1942     MONUMENTED       CGS
 NB0705  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0705  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0705  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0705
 NB0705                          STATION DESCRIPTION
 NB0705
 NB0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0705'1.1 MI S FROM CANOGA.
 NB0705'1.1 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PRESBYTERIAN CHURCH
 NB0705'AT CANOGA, SENECA COUNTY, 167 YARDS NORTH OF A DIRT CROSS ROAD AT
 NB0705'A CURVE, 19 FEET EAST OF THE SOUTH END OF A GUARD POST, 33.6 FEET
 NB0705'EAST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A POLE, 2
 NB0705'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN
 NB0705'THE HIGHWAY. A STANDARD DISK, STAMPED B 207 1942 AND SET IN THE TOP
 NB0705'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 NB0705
 NB0705                          STATION RECOVERY (1985)
 NB0705
 NB0705'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0705'MARK NOT FOUND.
 NB0705
 NB0705                          STATION RECOVERY (1985)
 NB0705
 NB0705'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0705'MARK NOT FOUND.
 NB0705
 NB0705                          STATION RECOVERY (1995)
 NB0705
 NB0705'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0829 ***********************************************************************
 PH0829  DESIGNATION -  B 208
 PH0829  PID         -  PH0829
 PH0829  STATE/COUNTY-  NY/ST LAWRENCE
 PH0829  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0829
 PH0829                         *CURRENT SURVEY CONTROL
 PH0829  ___________________________________________________________________
 PH0829* NAD 83(1986)-  44 35 04.     (N)    075 18 55.     (W)     SCALED    
 PH0829* NAVD 88     -        95.061  (meters)     311.88   (feet)  ADJUSTED  
 PH0829  ___________________________________________________________________
 PH0829  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 PH0829  DYNAMIC HT  -          95.055 (meters)     311.86  (feet)  COMP
 PH0829  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 PH0829
 PH0829  VERT ORDER  -  FIRST     CLASS II
 PH0829
 PH0829.The horizontal coordinates were scaled from a topographic map and have
 PH0829.an estimated accuracy of +/- 6 seconds.
 PH0829
 PH0829.The orthometric height was determined by differential leveling
 PH0829.and adjusted by the National Geodetic Survey in June 1991..
 PH0829
 PH0829.The geoid height was determined by GEOID03.
 PH0829
 PH0829.The dynamic height is computed by dividing the NAVD 88
 PH0829.geopotential number by the normal gravity value computed on the
 PH0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0829.degrees latitude (g = 980.6199 gals.).
 PH0829
 PH0829.The modeled gravity was interpolated from observed gravity values.
 PH0829
 PH0829;                    North         East    Units  Estimated Accuracy
 PH0829;SPC NY E     -   639,020.       85,260.      MT  (+/- 180 meters Scaled)
 PH0829
 PH0829                          SUPERSEDED SURVEY CONTROL
 PH0829
 PH0829  NGVD 29 (??/??/92)   95.203  (m)          312.35   (f) ADJ UNCH    1 2
 PH0829
 PH0829.Superseded values are not recommended for survey control.
 PH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0829.See file dsdata.txt to determine how the superseded data were derived.
 PH0829
 PH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ749368(NAD 83)
 PH0829_MARKER: DB = BENCH MARK DISK
 PH0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0829_STAMPING: B 208 1942
 PH0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0829+STABILITY: SURFACE MOTION
 PH0829
 PH0829  HISTORY     - Date     Condition        Report By
 PH0829  HISTORY     - 1942     MONUMENTED       CGS
 PH0829  HISTORY     - 1963     GOOD             NGS
 PH0829
 PH0829                          STATION DESCRIPTION
 PH0829
 PH0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0829'0.7 MI S FROM RENSSELAER FALLS.
 PH0829'TO REACH FROM THE RAILROAD STATION AT RENSSELAER FALLS, PROCEED 0.7
 PH0829'MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD TO MILE POST NO. 6, AND
 PH0829'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET SOUTH OF A FARM
 PH0829'HOUSE, 43.0 FEET WEST OF AND ACROSS TRACKS FROM MILE POST NO. 6.  IT
 PH0829'IS 32.0 FEET WEST OF AND 1.0 FEET BELOW THE CENTERLINE OF TRACK, 0.6
 PH0829'FOOT EAST OF RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET NORTH OF A 4X4
 PH0829'INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.5 FOOT.
 PH0829
 PH0829                          STATION RECOVERY (1963)
 PH0829
 PH0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0934 ***********************************************************************
 PH0934  DESIGNATION -  B 209
 PH0934  PID         -  PH0934
 PH0934  STATE/COUNTY-  NY/ST LAWRENCE
 PH0934  USGS QUAD   -  MORLEY (1964)
 PH0934
 PH0934                         *CURRENT SURVEY CONTROL
 PH0934  ___________________________________________________________________
 PH0934* NAD 83(1986)-  44 38 54.     (N)    075 10 37.     (W)     SCALED    
 PH0934* NAVD 88     -       102.867  (meters)     337.49   (feet)  ADJUSTED  
 PH0934  ___________________________________________________________________
 PH0934  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 PH0934  DYNAMIC HT  -         102.861 (meters)     337.47  (feet)  COMP
 PH0934  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 PH0934
 PH0934  VERT ORDER  -  SECOND    CLASS 0
 PH0934
 PH0934.The horizontal coordinates were scaled from a topographic map and have
 PH0934.an estimated accuracy of +/- 6 seconds.
 PH0934
 PH0934.The orthometric height was determined by differential leveling
 PH0934.and adjusted by the National Geodetic Survey in June 1991..
 PH0934
 PH0934.The geoid height was determined by GEOID03.
 PH0934
 PH0934.The dynamic height is computed by dividing the NAVD 88
 PH0934.geopotential number by the normal gravity value computed on the
 PH0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0934.degrees latitude (g = 980.6199 gals.).
 PH0934
 PH0934.The modeled gravity was interpolated from observed gravity values.
 PH0934
 PH0934;                    North         East    Units  Estimated Accuracy
 PH0934;SPC NY E     -   646,020.       96,310.      MT  (+/- 180 meters Scaled)
 PH0934
 PH0934                          SUPERSEDED SURVEY CONTROL
 PH0934
 PH0934  NGVD 29 (??/??/92)  103.004  (m)          337.94   (f) ADJ UNCH    2 0
 PH0934
 PH0934.Superseded values are not recommended for survey control.
 PH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0934.See file dsdata.txt to determine how the superseded data were derived.
 PH0934
 PH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ859439(NAD 83)
 PH0934_MARKER: DB = BENCH MARK DISK
 PH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0934_STAMPING: B 209 1942
 PH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0934+STABILITY: SURFACE MOTION
 PH0934
 PH0934  HISTORY     - Date     Condition        Report By
 PH0934  HISTORY     - 1942     MONUMENTED       CGS
 PH0934
 PH0934                          STATION DESCRIPTION
 PH0934
 PH0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0934'4.1 MI N FROM CANTON.
 PH0934'TO REACH FROM THE COUNTY COURT HOUSE IN CANTON, PROCEED 1.9 MILE
 PH0934'NORTHEAST ALONG AN ASPHALT ROAD TO THE INTERSECTION OF A DIRT ROAD
 PH0934'LEADING NORTHWEST, THENCE TURN NORTHWEST (LEFT) GO 1.5 MILE TO THE
 PH0934'INTERSECTION OF A NARROW ASPHALT ROAD, THENCE TURN NORTHEAST (RIGHT)
 PH0934'GO 0.4 MILE TO THE INTERSECTION OF A DIRT ROAD LEADING NORTHWEST,
 PH0934'THENCE TURN NORTHWEST (LEFT) GO 0.3 MILE TO SITE OF BENCH MARK. BENCH
 PH0934'MARK IS 50.0 YARDS NORTHWEST OF TWO LONE ELM TREES ON THE NORTHEAST
 PH0934'SIDE OF ROAD.  IT IS 22.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 PH0934'CENTERLINE OF ROAD, 1.0 FOOT SOUTHWEST OF RIGHT-OF-WAY FENCE. MONUMENT
 PH0934'IS 2.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 PH0934'PROJECTS 0.4 FOOT.  NOTE--THIS BENCH MARK IS 1.6 MILES SOUTHEAST OF
 PH0934'THE POST OFFICE AT MORLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0001 ***********************************************************************
 OG0001  DESIGNATION -  B 21
 OG0001  PID         -  OG0001
 OG0001  STATE/COUNTY-  NY/NIAGARA
 OG0001  USGS QUAD   -  
 OG0001
 OG0001                         *CURRENT SURVEY CONTROL
 OG0001  ___________________________________________________________________
 OG0001* NAD 83(1986)-  43 19 46.     (N)    078 29 40.     (W)     SCALED    
 OG0001* NAVD 88     -       107.477  (meters)     352.61   (feet)  ADJUSTED  
 OG0001  ___________________________________________________________________
 OG0001  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OG0001  DYNAMIC HT  -         107.454 (meters)     352.54  (feet)  COMP
 OG0001  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OG0001
 OG0001  VERT ORDER  -  FIRST     CLASS II
 OG0001
 OG0001.The horizontal coordinates were scaled from a topographic map and have
 OG0001.an estimated accuracy of +/- 6 seconds.
 OG0001
 OG0001.The orthometric height was determined by differential leveling
 OG0001.and adjusted by the National Geodetic Survey in June 1991..
 OG0001
 OG0001.The geoid height was determined by GEOID03.
 OG0001
 OG0001.The dynamic height is computed by dividing the NAVD 88
 OG0001.geopotential number by the normal gravity value computed on the
 OG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0001.degrees latitude (g = 980.6199 gals.).
 OG0001
 OG0001.The modeled gravity was interpolated from observed gravity values.
 OG0001
 OG0001;                    North         East    Units  Estimated Accuracy
 OG0001;SPC NY W     -   369,770.      357,210.      MT  (+/- 180 meters Scaled)
 OG0001
 OG0001                          SUPERSEDED SURVEY CONTROL
 OG0001
 OG0001  NGVD 29 (??/??/92)  107.647  (m)          353.17   (f) ADJ UNCH    1 2
 OG0001
 OG0001.Superseded values are not recommended for survey control.
 OG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0001.See file dsdata.txt to determine how the superseded data were derived.
 OG0001
 OG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ031004(NAD 83)
 OG0001_MARKER: DB = BENCH MARK DISK
 OG0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0001_SP_SET: WATER TABLE
 OG0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0001+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 OG0001
 OG0001  HISTORY     - Date     Condition        Report By
 OG0001  HISTORY     - UNK      MONUMENTED       CGS
 OG0001  HISTORY     - 1942     GOOD             NGS
 OG0001  HISTORY     - 20010108 GOOD             NBMS
 OG0001
 OG0001                          STATION DESCRIPTION
 OG0001
 OG0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OG0001'1.4 MI W FROM MILLERS.
 OG0001'IN NIAGARA COUNTY, 1.4 MILES WEST OF MILLERS (COUNTY LINE),
 OG0001'ORLEANS COUNTY, ON CARMEN ROAD, 0.1 MILE NORTH OF
 OG0001'THE INTERSECTION OF COLEMAN ROAD, 100 FEET
 OG0001'NORTH OF THE NEW YORK CENTRAL RAILROAD TRACK, AT THE HOME OF E. B.
 OG0001'HERLAN IN 1947, 1 FOOT EAST OF THE WOODEN ADDITION ADDED TO THE FRONT
 OG0001'OF THE HOUSE, JUST ABOVE THE BRICK WATER TABLE, AND ABOUT 2 FEET
 OG0001'ABOVE THE GROUND.  A STANDARD DISK, SET VERTICALLY.
 OG0001
 OG0001                          STATION RECOVERY (2001)
 OG0001
 OG0001'RECOVERY NOTE BY NIAGARA BOUNDARY AND MAPPING SERVICES 2001 (JSB)
 OG0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0896 ***********************************************************************
 PH0896  DESIGNATION -  B 210
 PH0896  PID         -  PH0896
 PH0896  STATE/COUNTY-  NY/ST LAWRENCE
 PH0896  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0896
 PH0896                         *CURRENT SURVEY CONTROL
 PH0896  ___________________________________________________________________
 PH0896* NAD 83(1986)-  44 37 31.     (N)    075 23 54.     (W)     SCALED    
 PH0896* NAVD 88     -       100.843  (meters)     330.85   (feet)  ADJUSTED  
 PH0896  ___________________________________________________________________
 PH0896  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 PH0896  DYNAMIC HT  -         100.836 (meters)     330.83  (feet)  COMP
 PH0896  MODELED GRAV-     980,547.4   (mgal)                       NAVD 88
 PH0896
 PH0896  VERT ORDER  -  SECOND    CLASS 0
 PH0896
 PH0896.The horizontal coordinates were scaled from a topographic map and have
 PH0896.an estimated accuracy of +/- 6 seconds.
 PH0896
 PH0896.The orthometric height was determined by differential leveling
 PH0896.and adjusted by the National Geodetic Survey in June 1991..
 PH0896
 PH0896.The geoid height was determined by GEOID03.
 PH0896
 PH0896.The dynamic height is computed by dividing the NAVD 88
 PH0896.geopotential number by the normal gravity value computed on the
 PH0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0896.degrees latitude (g = 980.6199 gals.).
 PH0896
 PH0896.The modeled gravity was interpolated from observed gravity values.
 PH0896
 PH0896;                    North         East    Units  Estimated Accuracy
 PH0896;SPC NY E     -   643,630.       78,720.      MT  (+/- 180 meters Scaled)
 PH0896
 PH0896                          SUPERSEDED SURVEY CONTROL
 PH0896
 PH0896  NGVD 29 (??/??/92)  100.980  (m)          331.30   (f) ADJ UNCH    2 0
 PH0896
 PH0896.Superseded values are not recommended for survey control.
 PH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0896.See file dsdata.txt to determine how the superseded data were derived.
 PH0896
 PH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ684414(NAD 83)
 PH0896_MARKER: DB = BENCH MARK DISK
 PH0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0896_SP_SET: CULVERT
 PH0896_STAMPING: B 210 1942
 PH0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0896
 PH0896  HISTORY     - Date     Condition        Report By
 PH0896  HISTORY     - 1942     MONUMENTED       CGS
 PH0896  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 PH0896
 PH0896                          STATION DESCRIPTION
 PH0896
 PH0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0896'0.6 MI NE FROM HEUVELTON.
 PH0896'TO REACH FROM THE PRESBYTERIAN CHURCH IN HEUVELTON, PROCEED 0.6 MILE
 PH0896'NORTHEAST ALONG A COUNTY ASPHALT ROAD, TO A CONCRETE CULVERT AND SITE
 PH0896'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP
 PH0896'OF THE NORTHWEST HEADWALL OF A 2.0 FOOT CONCRETE PIPE CULVERT UNDER
 PH0896'ASPHALT ROAD.  IT IS 0.1 MILE NORTHEAST OF THE CITY LIMITS, AND ABOUT
 PH0896'0.1 MILE SOUTHWEST OF A SMALL WHITE FARM HOUSE.  IT IS 14.0 FEET
 PH0896'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF ROAD.
 PH0896
 PH0896                          STATION RECOVERY (1994)
 PH0896
 PH0896'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0705 ***********************************************************************
 PH0705  DESIGNATION -  B 212
 PH0705  PID         -  PH0705
 PH0705  STATE/COUNTY-  NY/FRANKLIN
 PH0705  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0705
 PH0705                         *CURRENT SURVEY CONTROL
 PH0705  ___________________________________________________________________
 PH0705* NAD 83(1986)-  44 40 07.     (N)    074 35 33.     (W)     SCALED    
 PH0705* NAVD 88     -       346.304  (meters)    1136.17   (feet)  ADJUSTED  
 PH0705  ___________________________________________________________________
 PH0705  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 PH0705  DYNAMIC HT  -         346.264 (meters)    1136.03  (feet)  COMP
 PH0705  MODELED GRAV-     980,494.2   (mgal)                       NAVD 88
 PH0705
 PH0705  VERT ORDER  -  SECOND    CLASS 0
 PH0705
 PH0705.The horizontal coordinates were scaled from a topographic map and have
 PH0705.an estimated accuracy of +/- 6 seconds.
 PH0705
 PH0705.The orthometric height was determined by differential leveling
 PH0705.and adjusted by the National Geodetic Survey in June 1991..
 PH0705
 PH0705.The geoid height was determined by GEOID03.
 PH0705
 PH0705.The dynamic height is computed by dividing the NAVD 88
 PH0705.geopotential number by the normal gravity value computed on the
 PH0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0705.degrees latitude (g = 980.6199 gals.).
 PH0705
 PH0705.The modeled gravity was interpolated from observed gravity values.
 PH0705
 PH0705;                    North         East    Units  Estimated Accuracy
 PH0705;SPC NY E     -   648,060.      142,670.      MT  (+/- 180 meters Scaled)
 PH0705
 PH0705                          SUPERSEDED SURVEY CONTROL
 PH0705
 PH0705  NGVD 29 (??/??/92)  346.395  (m)         1136.46   (f) ADJ UNCH    2 0
 PH0705
 PH0705.Superseded values are not recommended for survey control.
 PH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0705.See file dsdata.txt to determine how the superseded data were derived.
 PH0705
 PH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ323462(NAD 83)
 PH0705_MARKER: DB = BENCH MARK DISK
 PH0705_SETTING: 80 = SET IN A BOULDER
 PH0705_SP_SET: BOULDER
 PH0705_STAMPING: B 212 1942
 PH0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0705+STABILITY: SURFACE MOTION
 PH0705
 PH0705  HISTORY     - Date     Condition        Report By
 PH0705  HISTORY     - 1942     MONUMENTED       CGS
 PH0705  HISTORY     - 1962     GOOD             LDA
 PH0705  HISTORY     - 19950909 GOOD             USPSQD
 PH0705
 PH0705                          STATION DESCRIPTION
 PH0705
 PH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0705'3.3 MI SW FROM ST REGIS FALLS.
 PH0705'TO REACH FROM THE U.S. POST OFFICE AT ST. REGIS FALLS-- PROCEED
 PH0705'SOUTHERLY 0.1 MILE THENCE SOUTHWESTERLY ALONG NEW YORK STATE HIGHWAY
 PH0705'NO. 72 3.2 MILES TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 PH0705'550.0 FEET WEST OF FRAME FARM HOUSE AND IN THE EDGE OF A PASTURE, 8.0
 PH0705'FEET SOUTHWEST OF ROAD FENCE.  IT IS SET HORIZONTALLY IN THE TOP OF A
 PH0705'LARGE BOULDER, 38.0 FEET SOUTHWEST OF AND ABOUT 1.4 FEET BELOW THE
 PH0705'CENTER LINE OF THE HIGHWAY.
 PH0705
 PH0705                          STATION RECOVERY (1962)
 PH0705
 PH0705'RECOVERY NOTE BY L DICKERSON ASSOC 1962
 PH0705'RECOVERED IN GOOD CONDITION.
 PH0705
 PH0705                          STATION RECOVERY (1995)
 PH0705
 PH0705'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0744 ***********************************************************************
 PH0744  DESIGNATION -  B 213
 PH0744  PID         -  PH0744
 PH0744  STATE/COUNTY-  NY/ST LAWRENCE
 PH0744  USGS QUAD   -  RAINBOW FALLS (1980)
 PH0744
 PH0744                         *CURRENT SURVEY CONTROL
 PH0744  ___________________________________________________________________
 PH0744* NAD 83(1986)-  44 36 24.     (N)    074 47 17.     (W)     SCALED    
 PH0744* NAVD 88     -       343.281  (meters)    1126.25   (feet)  ADJUSTED  
 PH0744  ___________________________________________________________________
 PH0744  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PH0744  DYNAMIC HT  -         343.243 (meters)    1126.12  (feet)  COMP
 PH0744  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 PH0744
 PH0744  VERT ORDER  -  SECOND    CLASS 0
 PH0744
 PH0744.The horizontal coordinates were scaled from a topographic map and have
 PH0744.an estimated accuracy of +/- 6 seconds.
 PH0744
 PH0744.The orthometric height was determined by differential leveling
 PH0744.and adjusted by the National Geodetic Survey in June 1991..
 PH0744
 PH0744.The geoid height was determined by GEOID03.
 PH0744
 PH0744.The dynamic height is computed by dividing the NAVD 88
 PH0744.geopotential number by the normal gravity value computed on the
 PH0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0744.degrees latitude (g = 980.6199 gals.).
 PH0744
 PH0744.The modeled gravity was interpolated from observed gravity values.
 PH0744
 PH0744;                    North         East    Units  Estimated Accuracy
 PH0744;SPC NY E     -   641,210.      127,140.      MT  (+/- 180 meters Scaled)
 PH0744
 PH0744                          SUPERSEDED SURVEY CONTROL
 PH0744
 PH0744  NGVD 29 (??/??/92)  343.389  (m)         1126.60   (f) ADJ UNCH    2 0
 PH0744
 PH0744.Superseded values are not recommended for survey control.
 PH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0744.See file dsdata.txt to determine how the superseded data were derived.
 PH0744
 PH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ168392(NAD 83)
 PH0744_MARKER: DB = BENCH MARK DISK
 PH0744_SETTING: 66 = SET IN ROCK OUTCROP
 PH0744_SP_SET: ROCK LEDGE
 PH0744_STAMPING: B 213 1942
 PH0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0744+STABILITY: POSITION/ELEVATION WELL
 PH0744
 PH0744  HISTORY     - Date     Condition        Report By
 PH0744  HISTORY     - 1942     MONUMENTED       CGS
 PH0744
 PH0744                          STATION DESCRIPTION
 PH0744
 PH0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0744'2.3 MI SE FROM PARISHVILLE.
 PH0744'TO REACH FROM THE TOWN HALL OF PARISHVILLE-- PROCEED WESTERLY ALONG
 PH0744'NEW YORK STATE HIGHWAY NO. 72 0.2 MILE, THENCE SOUTHEASTERLY ALONG
 PH0744'COUNTY ROAD 2.1 MILES TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 PH0744'ABOUT 0.3 MILE SOUTHEAST OF A TRAIL LEADING SOUTHWEST AND ABOUT 0.8
 PH0744'MILE NORTHWEST OF SCHOOLHOUSE, HOPKINTON DISTRICT NO. 11.  IT IS SET
 PH0744'HORIZONTALLY IN A SOLID ROCK LEDGE 22.5 FEET SOUTHWEST OF AND ABOUT
 PH0744'THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD AND ABOUT 24.5 FEET
 PH0744'SOUTHEAST OF AN ELM TREE BLAZED WITH A CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0654 ***********************************************************************
 PH0654  DESIGNATION -  B 215
 PH0654  PID         -  PH0654
 PH0654  STATE/COUNTY-  NY/ST LAWRENCE
 PH0654  USGS QUAD   -  NORFOLK (1964)
 PH0654
 PH0654                         *CURRENT SURVEY CONTROL
 PH0654  ___________________________________________________________________
 PH0654* NAD 83(1986)-  44 50 07.     (N)    074 59 41.     (W)     SCALED    
 PH0654* NAVD 88     -        78.930  (meters)     258.96   (feet)  ADJUSTED  
 PH0654  ___________________________________________________________________
 PH0654  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 PH0654  DYNAMIC HT  -          78.927 (meters)     258.95  (feet)  COMP
 PH0654  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PH0654
 PH0654  VERT ORDER  -  SECOND    CLASS 0
 PH0654
 PH0654.The horizontal coordinates were scaled from a topographic map and have
 PH0654.an estimated accuracy of +/- 6 seconds.
 PH0654
 PH0654.The orthometric height was determined by differential leveling
 PH0654.and adjusted by the National Geodetic Survey in June 1991..
 PH0654
 PH0654.The geoid height was determined by GEOID03.
 PH0654
 PH0654.The dynamic height is computed by dividing the NAVD 88
 PH0654.geopotential number by the normal gravity value computed on the
 PH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0654.degrees latitude (g = 980.6199 gals.).
 PH0654
 PH0654.The modeled gravity was interpolated from observed gravity values.
 PH0654
 PH0654;                    North         East    Units  Estimated Accuracy
 PH0654;SPC NY E     -   666,690.      110,890.      MT  (+/- 180 meters Scaled)
 PH0654
 PH0654                          SUPERSEDED SURVEY CONTROL
 PH0654
 PH0654  NGVD 29 (??/??/92)   79.059  (m)          259.38   (f) ADJ UNCH    2 0
 PH0654
 PH0654.Superseded values are not recommended for survey control.
 PH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0654.See file dsdata.txt to determine how the superseded data were derived.
 PH0654
 PH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ004646(NAD 83)
 PH0654_MARKER: DB = BENCH MARK DISK
 PH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0654_STAMPING: B 215 1942
 PH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0654+STABILITY: SURFACE MOTION
 PH0654
 PH0654  HISTORY     - Date     Condition        Report By
 PH0654  HISTORY     - 1942     MONUMENTED       CGS
 PH0654
 PH0654                          STATION DESCRIPTION
 PH0654
 PH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0654'0.15 MI E FROM RAYMONDVILLE.
 PH0654'ABOUT 0.15 MILE EAST ACROSS THE RAQUETTE RIVER FROM THE UNION CHURCH
 PH0654'AT RAYMONDVILLE, ST. LAWRENCE COUNTY, THENCE ABOUT 0.05 MILE NORTH
 PH0654'ALONG AN ASPHALT ROAD, AND THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A
 PH0654'DIRT ROAD, ABOUT 0.1 MILE NORTHEAST OF A 2-STORY FRAME HOUSE NORTHWEST
 PH0654'OF THE ROAD, 24.3 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16.5
 PH0654'FEET NORTHEAST OF THE SOUTH CORNER OF A HAYFIELD, 2 FEET SOUTHWEST OF
 PH0654'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. A STANDARD
 PH0654'DISK, STAMPED B 215 1942 AND SET IN THE TOP OF A CONCRETE POST
 PH0654'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0025 ***********************************************************************
 PJ0025  DESIGNATION -  B 216
 PJ0025  PID         -  PJ0025
 PJ0025  STATE/COUNTY-  NY/JEFFERSON
 PJ0025  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0025
 PJ0025                         *CURRENT SURVEY CONTROL
 PJ0025  ___________________________________________________________________
 PJ0025* NAD 83(1986)-  44 04 10.     (N)    076 18 03.     (W)     SCALED    
 PJ0025* NAVD 88     -        95.266  (meters)     312.55   (feet)  ADJUSTED  
 PJ0025  ___________________________________________________________________
 PJ0025  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 PJ0025  DYNAMIC HT  -          95.252 (meters)     312.51  (feet)  COMP
 PJ0025  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 PJ0025
 PJ0025  VERT ORDER  -  FIRST     CLASS II
 PJ0025
 PJ0025.The horizontal coordinates were scaled from a topographic map and have
 PJ0025.an estimated accuracy of +/- 6 seconds.
 PJ0025
 PJ0025.The orthometric height was determined by differential leveling
 PJ0025.and adjusted by the National Geodetic Survey in June 1991..
 PJ0025
 PJ0025.The geoid height was determined by GEOID03.
 PJ0025
 PJ0025.The dynamic height is computed by dividing the NAVD 88
 PJ0025.geopotential number by the normal gravity value computed on the
 PJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0025.degrees latitude (g = 980.6199 gals.).
 PJ0025
 PJ0025.The modeled gravity was interpolated from observed gravity values.
 PJ0025
 PJ0025;                    North         East    Units  Estimated Accuracy
 PJ0025;SPC NY C     -   452,020.      272,630.      MT  (+/- 180 meters Scaled)
 PJ0025
 PJ0025                          SUPERSEDED SURVEY CONTROL
 PJ0025
 PJ0025  NGVD 29 (??/??/92)   95.420  (m)          313.06   (f) ADJ UNCH    1 2
 PJ0025
 PJ0025.Superseded values are not recommended for survey control.
 PJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0025.See file dsdata.txt to determine how the superseded data were derived.
 PJ0025
 PJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP958804(NAD 83)
 PJ0025_MARKER: DB = BENCH MARK DISK
 PJ0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0025_SP_SET: CULVERT
 PJ0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0025
 PJ0025  HISTORY     - Date     Condition        Report By
 PJ0025  HISTORY     - UNK      MONUMENTED       CGS
 PJ0025  HISTORY     - 1967     GOOD             NGS
 PJ0025  HISTORY     - 19950607 GOOD             USPSQD
 PJ0025
 PJ0025                          STATION DESCRIPTION
 PJ0025
 PJ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0025'4.4 MI SE FROM CAPE VINCENT.
 PJ0025'B 216 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 PJ0025'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 4.4 MILES SOUTHEAST
 PJ0025'OF INTERSECTION OF TIBBETTS POINT AND PLEASANT VALLEY ROADS AT
 PJ0025'SOUTHWEST END OF CAPE VINCENT, ABOUT 800 FEET NORTHWEST OF JUNCTION
 PJ0025'OF PLEASANT VALLEY AND PONDS CORNERS ROADS, 15 FEET SOUTHWEST OF
 PJ0025'CENTERLINE OF ROAD, AT NORTHWEST END OF A CONCRETE CULVERT HEAD WALL,
 PJ0025'ABOUT 1 FOOT BELOW THE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS
 PJ0025'AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 PJ0025
 PJ0025                          STATION RECOVERY (1995)
 PJ0025
 PJ0025'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0120 ***********************************************************************
 PJ0120  DESIGNATION -  B 217
 PJ0120  PID         -  PJ0120
 PJ0120  STATE/COUNTY-  NY/JEFFERSON
 PJ0120  USGS QUAD   -  CHAUMONT (1958)
 PJ0120
 PJ0120                         *CURRENT SURVEY CONTROL
 PJ0120  ___________________________________________________________________
 PJ0120* NAD 83(1986)-  44 05 37.     (N)    076 11 15.     (W)     SCALED    
 PJ0120* NAVD 88     -        92.829  (meters)     304.56   (feet)  ADJUSTED  
 PJ0120  ___________________________________________________________________
 PJ0120  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 PJ0120  DYNAMIC HT  -          92.816 (meters)     304.51  (feet)  COMP
 PJ0120  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 PJ0120
 PJ0120  VERT ORDER  -  SECOND    CLASS 0
 PJ0120
 PJ0120.The horizontal coordinates were scaled from a topographic map and have
 PJ0120.an estimated accuracy of +/- 6 seconds.
 PJ0120
 PJ0120.The orthometric height was determined by differential leveling
 PJ0120.and adjusted by the National Geodetic Survey in June 1991..
 PJ0120
 PJ0120.The geoid height was determined by GEOID03.
 PJ0120
 PJ0120.The dynamic height is computed by dividing the NAVD 88
 PJ0120.geopotential number by the normal gravity value computed on the
 PJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0120.degrees latitude (g = 980.6199 gals.).
 PJ0120
 PJ0120.The modeled gravity was interpolated from observed gravity values.
 PJ0120
 PJ0120;                    North         East    Units  Estimated Accuracy
 PJ0120;SPC NY C     -   454,740.      281,700.      MT  (+/- 180 meters Scaled)
 PJ0120
 PJ0120                          SUPERSEDED SURVEY CONTROL
 PJ0120
 PJ0120  NGVD 29 (??/??/92)   92.971  (m)          305.02   (f) ADJ UNCH    2 0
 PJ0120
 PJ0120.Superseded values are not recommended for survey control.
 PJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0120.See file dsdata.txt to determine how the superseded data were derived.
 PJ0120
 PJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP049829(NAD 83)
 PJ0120_MARKER: DB = BENCH MARK DISK
 PJ0120_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0120_SP_SET: FLAT ROCK
 PJ0120_STAMPING: B 217 1942
 PJ0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0120+STABILITY: POSITION/ELEVATION WELL
 PJ0120
 PJ0120  HISTORY     - Date     Condition        Report By
 PJ0120  HISTORY     - 1942     MONUMENTED       CGS
 PJ0120  HISTORY     - 19960905 MARK NOT FOUND   USPSQD
 PJ0120
 PJ0120                          STATION DESCRIPTION
 PJ0120
 PJ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0120'AT THREE MILE BAY.
 PJ0120'BENCH MARK IS ALONG THE NEW YORK CENTRAL RAILROAD ABOUT 175.0 FEET
 PJ0120'EAST OF THE SOUTHEAST END OF THE RAILROAD STATION, 90 FEET NORTHEAST
 PJ0120'OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF THE MAIN TRACK AND
 PJ0120'SET HORIZONTALLY IN TOP OF A FLAT PROJECTION OF LIMESTONE AT THE
 PJ0120'EASTEND OF AN OLD QUARRY.
 PJ0120
 PJ0120                          STATION RECOVERY (1996)
 PJ0120
 PJ0120'RECOVERY NOTE BY US POWER SQUADRON 1996
 PJ0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0141 ***********************************************************************
 PJ0141  DESIGNATION -  B 218
 PJ0141  PID         -  PJ0141
 PJ0141  STATE/COUNTY-  NY/JEFFERSON
 PJ0141  USGS QUAD   -  CLAYTON (1980)
 PJ0141
 PJ0141                         *CURRENT SURVEY CONTROL
 PJ0141  ___________________________________________________________________
 PJ0141* NAD 83(1986)-  44 10 34.     (N)    076 04 52.     (W)     SCALED    
 PJ0141* NAVD 88     -       113.349  (meters)     371.88   (feet)  ADJUSTED  
 PJ0141  ___________________________________________________________________
 PJ0141  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 PJ0141  DYNAMIC HT  -         113.333 (meters)     371.83  (feet)  COMP
 PJ0141  MODELED GRAV-     980,482.5   (mgal)                       NAVD 88
 PJ0141
 PJ0141  VERT ORDER  -  SECOND    CLASS 0
 PJ0141
 PJ0141.The horizontal coordinates were scaled from a topographic map and have
 PJ0141.an estimated accuracy of +/- 6 seconds.
 PJ0141
 PJ0141.The orthometric height was determined by differential leveling
 PJ0141.and adjusted by the National Geodetic Survey in June 1991..
 PJ0141
 PJ0141.The geoid height was determined by GEOID03.
 PJ0141
 PJ0141.The dynamic height is computed by dividing the NAVD 88
 PJ0141.geopotential number by the normal gravity value computed on the
 PJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0141.degrees latitude (g = 980.6199 gals.).
 PJ0141
 PJ0141.The modeled gravity was interpolated from observed gravity values.
 PJ0141
 PJ0141;                    North         East    Units  Estimated Accuracy
 PJ0141;SPC NY C     -   463,960.      290,160.      MT  (+/- 180 meters Scaled)
 PJ0141
 PJ0141                          SUPERSEDED SURVEY CONTROL
 PJ0141
 PJ0141  NGVD 29 (??/??/92)  113.493  (m)          372.35   (f) ADJ UNCH    2 0
 PJ0141
 PJ0141.Superseded values are not recommended for survey control.
 PJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0141.See file dsdata.txt to determine how the superseded data were derived.
 PJ0141
 PJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP135920(NAD 83)
 PJ0141_MARKER: DB = BENCH MARK DISK
 PJ0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PJ0141_SP_SET: BRIDGE
 PJ0141_STAMPING: B 218 1942
 PJ0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PJ0141
 PJ0141  HISTORY     - Date     Condition        Report By
 PJ0141  HISTORY     - 1942     MONUMENTED       CGS
 PJ0141  HISTORY     - 19940828 MARK NOT FOUND   USPSQD
 PJ0141  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PJ0141
 PJ0141                          STATION DESCRIPTION
 PJ0141
 PJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0141'2.7 MI N FROM DEPAUVILLE.
 PJ0141'TO REACH FROM THE INTERSECTION OF THE STATE HIGHWAYS NO. 12 AND NO.
 PJ0141'179 AT DEPAUVILLE, PROCEED NORTHERLY ON STATE HIGHWAY NO. 12 AND GO
 PJ0141'2.7 MILES TO A SMALL CONCRETE BRIDGE AND SITE OF BENCH MARK.
 PJ0141'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTHWEST WINGWALL OF
 PJ0141'THE BRIDGE, IT IS 1.6 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 PJ0141'THE CENTER LINE OF THE BRIDGE, 0.7 FEET WEST OF THE WEST GUARD RAIL.
 PJ0141
 PJ0141                          STATION RECOVERY (1994)
 PJ0141
 PJ0141'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0141'MARK NOT FOUND.
 PJ0141
 PJ0141                          STATION RECOVERY (2005)
 PJ0141
 PJ0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 PJ0141'BRIDGE WAS REPLACED IN 2002 AND NO MARK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1355 ***********************************************************************
 PH1355  DESIGNATION -  B 219
 PH1355  PID         -  PH1355
 PH1355  STATE/COUNTY-  NY/JEFFERSON
 PH1355  USGS QUAD   -  THERESA (1958)
 PH1355
 PH1355                         *CURRENT SURVEY CONTROL
 PH1355  ___________________________________________________________________
 PH1355* NAD 83(1986)-  44 12 09.     (N)    075 45 40.     (W)     SCALED    
 PH1355* NAVD 88     -       142.488  (meters)     467.48   (feet)  ADJUSTED  
 PH1355  ___________________________________________________________________
 PH1355  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 PH1355  DYNAMIC HT  -         142.469 (meters)     467.42  (feet)  COMP
 PH1355  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 PH1355
 PH1355  VERT ORDER  -  SECOND    CLASS 0
 PH1355
 PH1355.The horizontal coordinates were scaled from a topographic map and have
 PH1355.an estimated accuracy of +/- 6 seconds.
 PH1355
 PH1355.The orthometric height was determined by differential leveling
 PH1355.and adjusted by the National Geodetic Survey in June 1991..
 PH1355
 PH1355.The geoid height was determined by GEOID03.
 PH1355
 PH1355.The dynamic height is computed by dividing the NAVD 88
 PH1355.geopotential number by the normal gravity value computed on the
 PH1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1355.degrees latitude (g = 980.6199 gals.).
 PH1355
 PH1355.The modeled gravity was interpolated from observed gravity values.
 PH1355
 PH1355;                    North         East    Units  Estimated Accuracy
 PH1355;SPC NY C     -   467,090.      315,720.      MT  (+/- 180 meters Scaled)
 PH1355
 PH1355                          SUPERSEDED SURVEY CONTROL
 PH1355
 PH1355  NGVD 29 (??/??/92)  142.639  (m)          467.97   (f) ADJ UNCH    2 0
 PH1355
 PH1355.Superseded values are not recommended for survey control.
 PH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1355.See file dsdata.txt to determine how the superseded data were derived.
 PH1355
 PH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP391946(NAD 83)
 PH1355_MARKER: DB = BENCH MARK DISK
 PH1355_SETTING: 66 = SET IN ROCK OUTCROP
 PH1355_SP_SET: ROCK OUTCROP
 PH1355_STAMPING: B 219 1942
 PH1355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1355+STABILITY: POSITION/ELEVATION WELL
 PH1355
 PH1355  HISTORY     - Date     Condition        Report By
 PH1355  HISTORY     - 1942     MONUMENTED       CGS
 PH1355
 PH1355                          STATION DESCRIPTION
 PH1355
 PH1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1355'2.1 MI SE FROM THERESA.
 PH1355'TO REACH FROM THE POST OFFICE AT THERESA, PROCEED SOUTHEASTERLY ON
 PH1355'STATE HIGHWAY NO. 26, GO 0.7 MILE TO THE INTERSECTION OF STATE HIGHWAY
 PH1355'NO. 411, CONTINUE SOUTHEASTERLY ON STATE HIGHWAY NO. 411 AND GO 1.4
 PH1355'MILES TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF
 PH1355'THE NORTHEAST END OF A LARGE GRANITE OUTCROP, IT IS ABOUT 99.0 FEET
 PH1355'SOUTHEAST OF A POWER LINE POLE WITH GUY WIRE, 33.0 FEET SOUTHWEST OF
 PH1355'AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 PH1355'NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0460 ***********************************************************************
 NC0460  DESIGNATION -  B 21.92 L
 NC0460  PID         -  NC0460
 NC0460  STATE/COUNTY-  NY/ERIE
 NC0460  USGS QUAD   -  SPRINGVILLE (1954)
 NC0460
 NC0460                         *CURRENT SURVEY CONTROL
 NC0460  ___________________________________________________________________
 NC0460* NAD 83(1986)-  42 36 31.     (N)    078 39 09.     (W)     SCALED    
 NC0460* NAVD 88     -       366.298  (meters)    1201.76   (feet)  ADJUSTED  
 NC0460  ___________________________________________________________________
 NC0460  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NC0460  DYNAMIC HT  -         366.175 (meters)    1201.36  (feet)  COMP
 NC0460  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 NC0460
 NC0460  VERT ORDER  -  FIRST     CLASS I
 NC0460
 NC0460.The horizontal coordinates were scaled from a topographic map and have
 NC0460.an estimated accuracy of +/- 6 seconds.
 NC0460
 NC0460.The orthometric height was determined by differential leveling
 NC0460.and adjusted by the National Geodetic Survey in June 1991..
 NC0460
 NC0460.The geoid height was determined by GEOID03.
 NC0460
 NC0460.The dynamic height is computed by dividing the NAVD 88
 NC0460.geopotential number by the normal gravity value computed on the
 NC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0460.degrees latitude (g = 980.6199 gals.).
 NC0460
 NC0460.The modeled gravity was interpolated from observed gravity values.
 NC0460
 NC0460;                    North         East    Units  Estimated Accuracy
 NC0460;SPC NY W     -   289,700.      344,330.      MT  (+/- 180 meters Scaled)
 NC0460
 NC0460                          SUPERSEDED SURVEY CONTROL
 NC0460
 NC0460  NGVD 29 (??/??/92)  366.451  (m)         1202.26   (f) ADJ UNCH    1 1
 NC0460
 NC0460.Superseded values are not recommended for survey control.
 NC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0460.See file dsdata.txt to determine how the superseded data were derived.
 NC0460
 NC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH925200(NAD 83)
 NC0460_MARKER: DD = SURVEY DISK
 NC0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0460_SP_SET: BRIDGE ABUTMENT
 NC0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0460+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 NC0460
 NC0460  HISTORY     - Date     Condition        Report By
 NC0460  HISTORY     - UNK      MONUMENTED       BORR
 NC0460  HISTORY     - 1967     GOOD             NGS
 NC0460  HISTORY     - 20030513 GOOD             NYDT
 NC0460
 NC0460                          STATION DESCRIPTION
 NC0460
 NC0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0460'3.0 MI S FROM COLDEN.
 NC0460'ABOUT 3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0460'BOSTON-COLDEN OVERPASS AT COLDEN, 0.1 MILE NORTH OF MILEPOST 23, SET
 NC0460'ON THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE
 NC0460'NO. 21.92 OVER CRUMP BROOK, 10 FEET EAST OF THE EAST RAIL OF THE
 NC0460'TRACK, 31 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 240, AND ABOUT
 NC0460'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 NC0460
 NC0460                          STATION RECOVERY (2003)
 NC0460
 NC0460'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (GLE)
 NC0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1255 ***********************************************************************
 PH1255  DESIGNATION -  B 220
 PH1255  PID         -  PH1255
 PH1255  STATE/COUNTY-  NY/JEFFERSON
 PH1255  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1255
 PH1255                         *CURRENT SURVEY CONTROL
 PH1255  ___________________________________________________________________
 PH1255* NAD 83(1986)-  44 19 05.     (N)    075 54 40.     (W)     SCALED    
 PH1255* NAVD 88     -        84.554  (meters)     277.41   (feet)  ADJUSTED  
 PH1255  ___________________________________________________________________
 PH1255  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 PH1255  DYNAMIC HT  -          84.544 (meters)     277.37  (feet)  COMP
 PH1255  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 PH1255
 PH1255  VERT ORDER  -  SECOND    CLASS 0
 PH1255
 PH1255.The horizontal coordinates were scaled from a topographic map and have
 PH1255.an estimated accuracy of +/- 6 seconds.
 PH1255
 PH1255.The orthometric height was determined by differential leveling
 PH1255.and adjusted by the National Geodetic Survey in June 1991..
 PH1255
 PH1255.The geoid height was determined by GEOID03.
 PH1255
 PH1255.The dynamic height is computed by dividing the NAVD 88
 PH1255.geopotential number by the normal gravity value computed on the
 PH1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1255.degrees latitude (g = 980.6199 gals.).
 PH1255
 PH1255.The modeled gravity was interpolated from observed gravity values.
 PH1255
 PH1255;                    North         East    Units  Estimated Accuracy
 PH1255;SPC NY C     -   479,820.      303,620.      MT  (+/- 180 meters Scaled)
 PH1255
 PH1255                          SUPERSEDED SURVEY CONTROL
 PH1255
 PH1255  NGVD 29 (??/??/92)   84.693  (m)          277.86   (f) ADJ UNCH    2 0
 PH1255
 PH1255.Superseded values are not recommended for survey control.
 PH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1255.See file dsdata.txt to determine how the superseded data were derived.
 PH1255
 PH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ273076(NAD 83)
 PH1255_MARKER: DB = BENCH MARK DISK
 PH1255_SETTING: 66 = SET IN ROCK OUTCROP
 PH1255_SP_SET: ROCK OUTCROP
 PH1255_STAMPING: B 220 1942
 PH1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1255+STABILITY: POSITION/ELEVATION WELL
 PH1255
 PH1255  HISTORY     - Date     Condition        Report By
 PH1255  HISTORY     - 1942     MONUMENTED       CGS
 PH1255
 PH1255                          STATION DESCRIPTION
 PH1255
 PH1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1255'1.4 MI S FROM ALEXANDRIA BAY.
 PH1255'TO REACH FROM THE REFORMED CHURCH AT ALEXANDRIA BAY, PROCEED
 PH1255'SOUTHEASTERLY ON STATE HIGHWAY NO. 26.  GO 1.0 MILES TO THE
 PH1255'INTERSECTION OF A PAVED COUNTY ROAD, TURN SOUTHWESTERLY (RIGHT) AND GO
 PH1255'0.4 MILE TO A SANDSTONE OUTCROP AT THE FOOT OF A SMALL HILL AND SITE
 PH1255'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE FLAT
 PH1255'SANDSTONE OUTCROP, IT IS ABOUT 0.1 MILE NORTHEAST OF A HOUSE AND LARGE
 PH1255'BARN, 20.0 FEET SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE
 PH1255'OF THE ROAD, 19.0 FEET NORTHWEST OF A POWER LINE POLE NO. NN YU-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1277 ***********************************************************************
 PH1277  DESIGNATION -  B 221
 PH1277  PID         -  PH1277
 PH1277  STATE/COUNTY-  NY/JEFFERSON
 PH1277  USGS QUAD   -  REDWOOD (1982)
 PH1277
 PH1277                         *CURRENT SURVEY CONTROL
 PH1277  ___________________________________________________________________
 PH1277* NAD 83(1986)-  44 19 34.     (N)    075 48 00.     (W)     SCALED    
 PH1277* NAVD 88     -        92.965  (meters)     305.00   (feet)  ADJUSTED  
 PH1277  ___________________________________________________________________
 PH1277  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 PH1277  DYNAMIC HT  -          92.955 (meters)     304.97  (feet)  COMP
 PH1277  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 PH1277
 PH1277  VERT ORDER  -  SECOND    CLASS 0
 PH1277
 PH1277.The horizontal coordinates were scaled from a topographic map and have
 PH1277.an estimated accuracy of +/- 6 seconds.
 PH1277
 PH1277.The orthometric height was determined by differential leveling
 PH1277.and adjusted by the National Geodetic Survey in June 1991..
 PH1277
 PH1277.The geoid height was determined by GEOID03.
 PH1277
 PH1277.The dynamic height is computed by dividing the NAVD 88
 PH1277.geopotential number by the normal gravity value computed on the
 PH1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1277.degrees latitude (g = 980.6199 gals.).
 PH1277
 PH1277.The modeled gravity was interpolated from observed gravity values.
 PH1277
 PH1277;                    North         East    Units  Estimated Accuracy
 PH1277;SPC NY C     -   480,800.      312,480.      MT  (+/- 180 meters Scaled)
 PH1277
 PH1277                          SUPERSEDED SURVEY CONTROL
 PH1277
 PH1277  NGVD 29 (??/??/92)   93.105  (m)          305.46   (f) ADJ UNCH    2 0
 PH1277
 PH1277.Superseded values are not recommended for survey control.
 PH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1277.See file dsdata.txt to determine how the superseded data were derived.
 PH1277
 PH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ362084(NAD 83)
 PH1277_MARKER: DB = BENCH MARK DISK
 PH1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1277_SP_SET: CULVERT
 PH1277_STAMPING: B 221 1942
 PH1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1277
 PH1277  HISTORY     - Date     Condition        Report By
 PH1277  HISTORY     - 1942     MONUMENTED       CGS
 PH1277  HISTORY     - 19950918 GOOD             USPSQD
 PH1277
 PH1277                          STATION DESCRIPTION
 PH1277
 PH1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1277'1.8 MI N FROM REDWOOD.
 PH1277'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT REDWOOD,
 PH1277'PROCEED NORTHERLY ON STATE HIGHWAY NO. 37 AND GO 1.8 MILES TO THE
 PH1277'NORTH END OF A CURVE NEAR A CHEESE FACTORY AND SITE OF BENCH MARK.
 PH1277'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST
 PH1277'HEADWALL OF A CONCRETE CULVERT, IT IS 63.0 FEET SOUTHEAST OF THE
 PH1277'SOUTHEAST CORNER OF THE CHEESE FACTORY, 33.3 FEET WEST OF AND ABOUT
 PH1277'1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 PH1277
 PH1277                          STATION RECOVERY (1995)
 PH1277
 PH1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1287 ***********************************************************************
 PH1287  DESIGNATION -  B 222
 PH1287  PID         -  PH1287
 PH1287  STATE/COUNTY-  NY/JEFFERSON
 PH1287  USGS QUAD   -  ANTWERP (1982)
 PH1287
 PH1287                         *CURRENT SURVEY CONTROL
 PH1287  ___________________________________________________________________
 PH1287* NAD 83(1986)-  44 12 57.     (N)    075 36 57.     (W)     SCALED    
 PH1287* NAVD 88     -       167.569  (meters)     549.77   (feet)  ADJUSTED  
 PH1287  ___________________________________________________________________
 PH1287  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 PH1287  DYNAMIC HT  -         167.548 (meters)     549.70  (feet)  COMP
 PH1287  MODELED GRAV-     980,486.8   (mgal)                       NAVD 88
 PH1287
 PH1287  VERT ORDER  -  SECOND    CLASS 0
 PH1287
 PH1287.The horizontal coordinates were scaled from a topographic map and have
 PH1287.an estimated accuracy of +/- 6 seconds.
 PH1287
 PH1287.The orthometric height was determined by differential leveling
 PH1287.and adjusted by the National Geodetic Survey in June 1991..
 PH1287
 PH1287.The geoid height was determined by GEOID03.
 PH1287
 PH1287.The dynamic height is computed by dividing the NAVD 88
 PH1287.geopotential number by the normal gravity value computed on the
 PH1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1287.degrees latitude (g = 980.6199 gals.).
 PH1287
 PH1287.The modeled gravity was interpolated from observed gravity values.
 PH1287
 PH1287;                    North         East    Units  Estimated Accuracy
 PH1287;SPC NY C     -   468,700.      327,310.      MT  (+/- 180 meters Scaled)
 PH1287
 PH1287                          SUPERSEDED SURVEY CONTROL
 PH1287
 PH1287  NGVD 29 (??/??/92)  167.716  (m)          550.25   (f) ADJ UNCH    2 0
 PH1287
 PH1287.Superseded values are not recommended for survey control.
 PH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1287.See file dsdata.txt to determine how the superseded data were derived.
 PH1287
 PH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP508960(NAD 83)
 PH1287_MARKER: DB = BENCH MARK DISK
 PH1287_SETTING: 66 = SET IN ROCK OUTCROP
 PH1287_SP_SET: ROCK OUTCROP
 PH1287_STAMPING: B 222 1942
 PH1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1287+STABILITY: POSITION/ELEVATION WELL
 PH1287
 PH1287  HISTORY     - Date     Condition        Report By
 PH1287  HISTORY     - 1942     MONUMENTED       CGS
 PH1287
 PH1287                          STATION DESCRIPTION
 PH1287
 PH1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1287'1.0 MI N FROM ANTWERP.
 PH1287'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 26 AND U.S.
 PH1287'HIGHWAY NO. 11 AT ANTWERP, PROCEED NORTHERLY ON U.S. HIGHWAY NO. 11
 PH1287'AND GO 1.1 MILE TO THE INTERSECTION OF THE ROAD TO OXBOW AND SITE OF
 PH1287'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A GRAY GRANITE
 PH1287'OUTCROP ON THE WEST SLOPE OF A SMALL HILL, IT IS ABOUT 225.0 FEET WEST
 PH1287'OF THE CENTER OF THE INTERSECTION, 39.3 FEET NORTH OF AND ABOUT 1.0
 PH1287'FOOT BELOW THE CENTER LINE OF THE HIGHWAY, 13.0 FEET NORTH OF THE
 PH1287'RIGHT-OF-WAY FENCE AND IN THE SOUTH END OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1214 ***********************************************************************
 PH1214  DESIGNATION -  B 223
 PH1214  PID         -  PH1214
 PH1214  STATE/COUNTY-  NY/JEFFERSON
 PH1214  USGS QUAD   -  BLACK RIVER (1982)
 PH1214
 PH1214                         *CURRENT SURVEY CONTROL
 PH1214  ___________________________________________________________________
 PH1214* NAD 83(1986)-  44 06 46.     (N)    075 45 48.     (W)     SCALED    
 PH1214* NAVD 88     -       146.902  (meters)     481.96   (feet)  ADJUSTED  
 PH1214  ___________________________________________________________________
 PH1214  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 PH1214  DYNAMIC HT  -         146.880 (meters)     481.89  (feet)  COMP
 PH1214  MODELED GRAV-     980,466.2   (mgal)                       NAVD 88
 PH1214
 PH1214  VERT ORDER  -  FIRST     CLASS II
 PH1214
 PH1214.The horizontal coordinates were scaled from a topographic map and have
 PH1214.an estimated accuracy of +/- 6 seconds.
 PH1214
 PH1214.The orthometric height was determined by differential leveling
 PH1214.and adjusted by the National Geodetic Survey in June 1991..
 PH1214
 PH1214.The geoid height was determined by GEOID03.
 PH1214
 PH1214.The dynamic height is computed by dividing the NAVD 88
 PH1214.geopotential number by the normal gravity value computed on the
 PH1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1214.degrees latitude (g = 980.6199 gals.).
 PH1214
 PH1214.The modeled gravity was interpolated from observed gravity values.
 PH1214
 PH1214;                    North         East    Units  Estimated Accuracy
 PH1214;SPC NY C     -   457,120.      315,640.      MT  (+/- 180 meters Scaled)
 PH1214
 PH1214                          SUPERSEDED SURVEY CONTROL
 PH1214
 PH1214  NGVD 29 (??/??/92)  147.033  (m)          482.39   (f) ADJ UNCH    1 2
 PH1214
 PH1214.Superseded values are not recommended for survey control.
 PH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1214.See file dsdata.txt to determine how the superseded data were derived.
 PH1214
 PH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP389846(NAD 83)
 PH1214_MARKER: DB = BENCH MARK DISK
 PH1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1214_SP_SET: CULVERT
 PH1214_STAMPING: B 223 1942
 PH1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1214
 PH1214  HISTORY     - Date     Condition        Report By
 PH1214  HISTORY     - 1942     MONUMENTED       CGS
 PH1214
 PH1214                          STATION DESCRIPTION
 PH1214
 PH1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1214'4.0 MI SW FROM PHILADELPHIA.
 PH1214'BENCH MARK IS ALONG THE NEW YORK CENTRAL RAILROAD SET HORIZONTALLY IN
 PH1214'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT, IT
 PH1214'IS ABOUT 0.15 MILE SOUTHWEST OF MILE POST NO. 86, ABOUT 500.0 FEET
 PH1214'NORTHEAST OF A ROAD CROSSING, 15.0 FEET NORTHWEST OF AND ABOUT 5.0
 PH1214'FEET BELOW THE CENTER LINE OF THE NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1509 ***********************************************************************
 PH1509  DESIGNATION -  B 224 RESET 1979
 PH1509  PID         -  PH1509
 PH1509  STATE/COUNTY-  NY/ST LAWRENCE
 PH1509  USGS QUAD   -  POPE MILLS (1980)
 PH1509
 PH1509                         *CURRENT SURVEY CONTROL
 PH1509  ___________________________________________________________________
 PH1509* NAD 83(1986)-  44 29 45.     (N)    075 34 53.     (W)     SCALED    
 PH1509* NAVD 88     -        96.44   (meters)     316.4    (feet)  RESET     
 PH1509  ___________________________________________________________________
 PH1509  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 PH1509
 PH1509  VERT ORDER  -  THIRD
 PH1509
 PH1509.The horizontal coordinates were scaled from a topographic map and have
 PH1509.an estimated accuracy of +/- 6 seconds.
 PH1509
 PH1509.The orthometric height was computed from unverified reset data.
 PH1509.No vertical observational check was made to the station.
 PH1509
 PH1509.The geoid height was determined by GEOID03.
 PH1509
 PH1509;                    North         East    Units  Estimated Accuracy
 PH1509;SPC NY E     -   629,420.       64,000.      MT  (+/- 180 meters Scaled)
 PH1509
 PH1509                          SUPERSEDED SURVEY CONTROL
 PH1509
 PH1509  NGVD 29 (09/01/04)   96.57   (m)          316.8    (f) RESET       3  
 PH1509
 PH1509.Superseded values are not recommended for survey control.
 PH1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1509.See file dsdata.txt to determine how the superseded data were derived.
 PH1509
 PH1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ537271(NAD 83)
 PH1509_MARKER: DB = BENCH MARK DISK
 PH1509_SETTING: 66 = SET IN ROCK OUTCROP
 PH1509_SP_SET: SET IN ROCK OUTCROP
 PH1509_STAMPING: B 224 RESET 1979
 PH1509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1509+STABILITY: POSITION/ELEVATION WELL
 PH1509
 PH1509  HISTORY     - Date     Condition        Report By
 PH1509  HISTORY     - 1979     MONUMENTED       NYDT
 PH1509
 PH1509                          STATION DESCRIPTION
 PH1509
 PH1509'DESCRIBED BY NY DEPT OF TRANSP 1979
 PH1509'2.0 MI SOUTH FROM EDWARDSVILLE.
 PH1509'2.0 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION OF BLACK
 PH1509'LAKE ROAD IN EDWARDSVILLE, AND ABOUT 0.8 MILES NORTH OF POPES MILLS
 PH1509'AT A POINT 110 FEET SOUTH OF REFERENCE MARKER 58-7051-1599,24 FEET
 PH1509'WEST OF THE END OF A 24 FEET CULVERT, 70 FEET WEST OF THE CENTERLINE
 PH1509'OF THE HIGHWAY, 98 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE,
 PH1509'IN THE TOP OF THE SOUTHEAST SLOPE OF A ROCK OUTCROP.
 PH1509'THE MARK IS 4.5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1089 ***********************************************************************
 PH1089  DESIGNATION -  B 225
 PH1089  PID         -  PH1089
 PH1089  STATE/COUNTY-  NY/ST LAWRENCE
 PH1089  USGS QUAD   -  RICHVILLE (1980)
 PH1089
 PH1089                         *CURRENT SURVEY CONTROL
 PH1089  ___________________________________________________________________
 PH1089* NAD 83(1986)-  44 26 07.     (N)    075 27 25.     (W)     SCALED    
 PH1089* NAVD 88     -       114.902  (meters)     376.97   (feet)  ADJUSTED  
 PH1089  ___________________________________________________________________
 PH1089  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 PH1089  DYNAMIC HT  -         114.892 (meters)     376.94  (feet)  COMP
 PH1089  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 PH1089
 PH1089  VERT ORDER  -  SECOND    CLASS 0
 PH1089
 PH1089.The horizontal coordinates were scaled from a topographic map and have
 PH1089.an estimated accuracy of +/- 6 seconds.
 PH1089
 PH1089.The orthometric height was determined by differential leveling
 PH1089.and adjusted by the National Geodetic Survey in June 1991..
 PH1089
 PH1089.The geoid height was determined by GEOID03.
 PH1089
 PH1089.The dynamic height is computed by dividing the NAVD 88
 PH1089.geopotential number by the normal gravity value computed on the
 PH1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1089.degrees latitude (g = 980.6199 gals.).
 PH1089
 PH1089.The modeled gravity was interpolated from observed gravity values.
 PH1089
 PH1089;                    North         East    Units  Estimated Accuracy
 PH1089;SPC NY E     -   622,570.       73,820.      MT  (+/- 180 meters Scaled)
 PH1089
 PH1089                          SUPERSEDED SURVEY CONTROL
 PH1089
 PH1089  NGVD 29 (??/??/92)  115.042  (m)          377.43   (f) ADJ UNCH    2 0
 PH1089
 PH1089.Superseded values are not recommended for survey control.
 PH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1089.See file dsdata.txt to determine how the superseded data were derived.
 PH1089
 PH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ636203(NAD 83)
 PH1089_MARKER: DB = BENCH MARK DISK
 PH1089_SETTING: 80 = SET IN A BOULDER
 PH1089_SP_SET: BOULDER
 PH1089_STAMPING: B 225 1942
 PH1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1089+STABILITY: SURFACE MOTION
 PH1089
 PH1089  HISTORY     - Date     Condition        Report By
 PH1089  HISTORY     - 1942     MONUMENTED       CGS
 PH1089
 PH1089                          STATION DESCRIPTION
 PH1089
 PH1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1089'7.8 MI N FROM GOUVERNEUR.
 PH1089'TO REACH FROM THE INTERSECTION OF MAIN AND CLINTON STREETS AT
 PH1089'GOUVERNEUR, PROCEED NORTHERLY ON ROAD TO NORTH GOUVERNEUR, GO 7.2
 PH1089'MILES TO THE BILLINGS SCHOOL, CONTINUE NORTHEASTERLY ON TRACK ROAD ON
 PH1089'THE NORTHWEST SIDE OF THE SCHOOL BUILDING AND GO 0.6 MILE TO CHURCH AT
 PH1089'STAPLIN CORNERS AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1089'HORIZONTALLY IN TOP OF A FLAT WHITE BOULDER, IT IS ABOUT 63.0 FEET
 PH1089'NORTH OF THE NORTH SIDE OF THE CHURCH, 78.0 FEET WEST OF THE CENTER
 PH1089'LINE OF THE NORTH-SOUTH ROAD, 24.0 FEET NORTH OF AND ABOUT THE SAME
 PH1089'ELELVATION AS THE CENTER LINE OF THE EAST-WEST TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1341 ***********************************************************************
 OE1341  DESIGNATION -  B 226
 OE1341  PID         -  OE1341
 OE1341  STATE/COUNTY-  NY/LEWIS
 OE1341  USGS QUAD   -  SEARS POND (1980)
 OE1341
 OE1341                         *CURRENT SURVEY CONTROL
 OE1341  ___________________________________________________________________
 OE1341* NAD 83(1986)-  43 42 20.     (N)    075 44 05.     (W)     SCALED    
 OE1341* NAVD 88     -       541.326  (meters)    1776.00   (feet)  ADJUSTED  
 OE1341  ___________________________________________________________________
 OE1341  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 OE1341  DYNAMIC HT  -         541.185 (meters)    1775.54  (feet)  COMP
 OE1341  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 OE1341
 OE1341  VERT ORDER  -  SECOND    CLASS 0
 OE1341
 OE1341.The horizontal coordinates were scaled from a topographic map and have
 OE1341.an estimated accuracy of +/- 6 seconds.
 OE1341
 OE1341.The orthometric height was determined by differential leveling
 OE1341.and adjusted by the National Geodetic Survey in June 1991..
 OE1341
 OE1341.The geoid height was determined by GEOID03.
 OE1341
 OE1341.The dynamic height is computed by dividing the NAVD 88
 OE1341.geopotential number by the normal gravity value computed on the
 OE1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1341.degrees latitude (g = 980.6199 gals.).
 OE1341
 OE1341.The modeled gravity was interpolated from observed gravity values.
 OE1341
 OE1341;                    North         East    Units  Estimated Accuracy
 OE1341;SPC NY C     -   411,900.      318,400.      MT  (+/- 180 meters Scaled)
 OE1341
 OE1341                          SUPERSEDED SURVEY CONTROL
 OE1341
 OE1341  NGVD 29 (??/??/92)  541.425  (m)         1776.33   (f) ADJ UNCH    2 0
 OE1341
 OE1341.Superseded values are not recommended for survey control.
 OE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1341.See file dsdata.txt to determine how the superseded data were derived.
 OE1341
 OE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP408394(NAD 83)
 OE1341_MARKER: DB = BENCH MARK DISK
 OE1341_SETTING: 80 = SET IN A BOULDER
 OE1341_SP_SET: BOULDER
 OE1341_STAMPING: B 226 1942
 OE1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1341+STABILITY: SURFACE MOTION
 OE1341
 OE1341  HISTORY     - Date     Condition        Report By
 OE1341  HISTORY     - 1942     MONUMENTED       CGS
 OE1341  HISTORY     - 1958     MARK NOT FOUND   USGS
 OE1341
 OE1341                          STATION DESCRIPTION
 OE1341
 OE1341'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OE1341'7.2 MI S FROM NEW BOSTON.
 OE1341'7.2 MILES SOUTH ALONG AN IMPROVED COUNTY AND DIRT ROAD FROM THE
 OE1341'INTERSECTION OF STATE HIGHWAY 177 AT NEW BOSTON, LEWIS COUNTY, 0.1
 OE1341'MILE NORTHEAST OF A LARGE FRAME FARMHOUSE, 0.1 MILE SOUTHWEST OF A
 OE1341'BRIDGE OVER THE WEST BRANCH OF DEER RIVER, 30 FEET NORTHEAST OF A
 OE1341'FENCE CORNER AND A POLE GATE, 30 FEET SOUTHWEST OF A FENCE CORNER, 24
 OE1341'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, LEVEL WITH THE ROAD, AND
 OE1341'IN THE TOP OF A 2-BY-3-FOOT BOULDER.  A STANDARD DISK, STAMPED B 226
 OE1341'1942. NOTE-- THIS MARKER PROBABLY DESTROYED IN ROAD GRADING, HOWEVER
 OE1341'NO EVIDENCE OF STONE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1234 ***********************************************************************
 OE1234  DESIGNATION -  B 227
 OE1234  PID         -  OE1234
 OE1234  STATE/COUNTY-  NY/JEFFERSON
 OE1234  USGS QUAD   -  RODMAN (1980)
 OE1234
 OE1234                         *CURRENT SURVEY CONTROL
 OE1234  ___________________________________________________________________
 OE1234* NAD 83(1986)-  43 51 35.     (N)    075 58 22.     (W)     SCALED    
 OE1234* NAVD 88     -       231.072  (meters)     758.11   (feet)  ADJUSTED  
 OE1234  ___________________________________________________________________
 OE1234  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 OE1234  DYNAMIC HT  -         231.029 (meters)     757.97  (feet)  COMP
 OE1234  MODELED GRAV-     980,426.5   (mgal)                       NAVD 88
 OE1234
 OE1234  VERT ORDER  -  SECOND    CLASS 0
 OE1234
 OE1234.The horizontal coordinates were scaled from a topographic map and have
 OE1234.an estimated accuracy of +/- 6 seconds.
 OE1234
 OE1234.The orthometric height was determined by differential leveling
 OE1234.and adjusted by the National Geodetic Survey in June 1991..
 OE1234
 OE1234.The geoid height was determined by GEOID03.
 OE1234
 OE1234.The dynamic height is computed by dividing the NAVD 88
 OE1234.geopotential number by the normal gravity value computed on the
 OE1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1234.degrees latitude (g = 980.6199 gals.).
 OE1234
 OE1234.The modeled gravity was interpolated from observed gravity values.
 OE1234
 OE1234;                    North         East    Units  Estimated Accuracy
 OE1234;SPC NY C     -   428,860.      299,080.      MT  (+/- 180 meters Scaled)
 OE1234
 OE1234                          SUPERSEDED SURVEY CONTROL
 OE1234
 OE1234  NGVD 29 (??/??/92)  231.197  (m)          758.52   (f) ADJ UNCH    2 0
 OE1234
 OE1234.Superseded values are not recommended for survey control.
 OE1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1234.See file dsdata.txt to determine how the superseded data were derived.
 OE1234
 OE1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP218567(NAD 83)
 OE1234_MARKER: DB = BENCH MARK DISK
 OE1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1234_SP_SET: CULVERT
 OE1234_STAMPING: B 227 1942
 OE1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1234
 OE1234  HISTORY     - Date     Condition        Report By
 OE1234  HISTORY     - 1942     MONUMENTED       CGS
 OE1234  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 OE1234
 OE1234                          STATION DESCRIPTION
 OE1234
 OE1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1234'1.6 MI E FROM ADAMS CENTER.
 OE1234'1.6 MILES EAST ALONG STATE HIGHWAY 177 FROM THE POST OFFICE AT ADAMS
 OE1234'CENTER, JEFFERSON COUNTY, 0.3 MILE WEST OF A ROAD CROSSING, 0.2 MILE
 OE1234'EAST OF HONEYVILLE, 85 FEET EAST OF POLE 52, AT A CONCRETE CULVERT IN
 OE1234'THE TOP OF THE WEST END OF THE NORTH HEAD WALL, 18 FEET WEST OF A
 OE1234'FENCE CORNER, 12 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OE1234'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 227 1942.
 OE1234
 OE1234                          STATION RECOVERY (1994)
 OE1234
 OE1234'RECOVERY NOTE BY US POWER SQUADRON 1994
 OE1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0694 ***********************************************************************
 PH0694  DESIGNATION -  B 228
 PH0694  PID         -  PH0694
 PH0694  STATE/COUNTY-  NY/ST LAWRENCE
 PH0694  USGS QUAD   -  MASSENA (1964)
 PH0694
 PH0694                         *CURRENT SURVEY CONTROL
 PH0694  ___________________________________________________________________
 PH0694* NAD 83(1986)-  44 57 49.     (N)    074 55 00.     (W)     SCALED    
 PH0694* NAVD 88     -        80.145  (meters)     262.94   (feet)  ADJUSTED  
 PH0694  ___________________________________________________________________
 PH0694  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PH0694  DYNAMIC HT  -          80.143 (meters)     262.94  (feet)  COMP
 PH0694  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 PH0694
 PH0694  VERT ORDER  -  FIRST     CLASS 0
 PH0694
 PH0694.The horizontal coordinates were scaled from a topographic map and have
 PH0694.an estimated accuracy of +/- 6 seconds.
 PH0694
 PH0694.The orthometric height was determined by differential leveling
 PH0694.and adjusted by the National Geodetic Survey in June 1991..
 PH0694
 PH0694.The geoid height was determined by GEOID03.
 PH0694
 PH0694.The dynamic height is computed by dividing the NAVD 88
 PH0694.geopotential number by the normal gravity value computed on the
 PH0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0694.degrees latitude (g = 980.6199 gals.).
 PH0694
 PH0694.The modeled gravity was interpolated from observed gravity values.
 PH0694
 PH0694;                    North         East    Units  Estimated Accuracy
 PH0694;SPC NY E     -   680,920.      117,130.      MT  (+/- 180 meters Scaled)
 PH0694
 PH0694                          SUPERSEDED SURVEY CONTROL
 PH0694
 PH0694  NGVD 29 (??/??/92)   80.266  (m)          263.34   (f) ADJ UNCH    1 0
 PH0694
 PH0694.Superseded values are not recommended for survey control.
 PH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0694.See file dsdata.txt to determine how the superseded data were derived.
 PH0694
 PH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ065789(NAD 83)
 PH0694_MARKER: DB = BENCH MARK DISK
 PH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0694_STAMPING: B 228 1942
 PH0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0694+STABILITY: SURFACE MOTION
 PH0694
 PH0694  HISTORY     - Date     Condition        Report By
 PH0694  HISTORY     - 1942     MONUMENTED       CGS
 PH0694  HISTORY     - 1969     GOOD             USLS
 PH0694
 PH0694                          STATION DESCRIPTION
 PH0694
 PH0694'DESCRIBED BY US LAKE SURVEY 1969
 PH0694'3.6 MI N FROM MASSENA.
 PH0694'A BENCHMARK ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, IS IN
 PH0694'ST. LAWRENCE COUNTY, NEW YORK, APPROXIMATELY 0.6 MILE DOWNRIVER FROM
 PH0694'MASSENA INTAKE DAM JUST SOUTHEASTERLY OF INTERSECTION OF OLD STATE
 PH0694'ROAD AND OLD RIVER ROAD, 59 FEET SOUTHERLY OF CENTERLINE OF OLD STATE
 PH0694'ROAD, 35 FEET EASTERLY OF OLD RIVER ROAD, 12.7 FEET NORTHERLY OF A
 PH0694'UTILITY POLE, ABOUY 1/4-FOOT ABOVE THE GROUND, BEING HIGHEST POINT
 PH0694'OVER CROSS AT CENTER OF BRONZE DISC SET INTO A 6-INCH SQUARE CONCRETE
 PH0694'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0007 ***********************************************************************
 PH0007  DESIGNATION -  B 229
 PH0007  PID         -  PH0007
 PH0007  STATE/COUNTY-  NY/FRANKLIN
 PH0007  USGS QUAD   -  MENO (1964)
 PH0007
 PH0007                         *CURRENT SURVEY CONTROL
 PH0007  ___________________________________________________________________
 PH0007* NAD 83(1986)-  44 33 50.     (N)    074 26 57.     (W)     SCALED    
 PH0007* NAVD 88     -       448.311  (meters)    1470.83   (feet)  ADJUSTED  
 PH0007  ___________________________________________________________________
 PH0007  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 PH0007  DYNAMIC HT  -         448.248 (meters)    1470.63  (feet)  COMP
 PH0007  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 PH0007
 PH0007  VERT ORDER  -  FIRST     CLASS I
 PH0007
 PH0007.The horizontal coordinates were scaled from a topographic map and have
 PH0007.an estimated accuracy of +/- 6 seconds.
 PH0007
 PH0007.The orthometric height was determined by differential leveling
 PH0007.and adjusted by the National Geodetic Survey in June 1991..
 PH0007
 PH0007.The geoid height was determined by GEOID03.
 PH0007
 PH0007.The dynamic height is computed by dividing the NAVD 88
 PH0007.geopotential number by the normal gravity value computed on the
 PH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0007.degrees latitude (g = 980.6199 gals.).
 PH0007
 PH0007.The modeled gravity was interpolated from observed gravity values.
 PH0007
 PH0007;                    North         East    Units  Estimated Accuracy
 PH0007;SPC NY E     -   636,420.      154,040.      MT  (+/- 180 meters Scaled)
 PH0007
 PH0007                          SUPERSEDED SURVEY CONTROL
 PH0007
 PH0007  NGVD 29 (??/??/92)  448.372  (m)         1471.03   (f) ADJ UNCH    1 1
 PH0007
 PH0007.Superseded values are not recommended for survey control.
 PH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0007.See file dsdata.txt to determine how the superseded data were derived.
 PH0007
 PH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ437346(NAD 83)
 PH0007_MARKER: DB = BENCH MARK DISK
 PH0007_SETTING: 80 = SET IN A BOULDER
 PH0007_SP_SET: BOULDER
 PH0007_STAMPING: B 229 1942
 PH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0007+STABILITY: SURFACE MOTION
 PH0007
 PH0007  HISTORY     - Date     Condition        Report By
 PH0007  HISTORY     - 1942     MONUMENTED       CGS
 PH0007  HISTORY     - 1975     GOOD             NGS
 PH0007
 PH0007                          STATION DESCRIPTION
 PH0007
 PH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0007'5.30 MI S FROM SANTA CLARA.
 PH0007'0.30 MILE SOUTH ALONG A BLACKTOP ROAD TO A LOCKED GATE FROM ST. PETERS
 PH0007'CATHOLIC CHURCH AT SANTA CLARA, CONTINUE THROUGH GATE FOR 5.0 MILES
 PH0007'SOUTH ALONG A DIRT ROAD TO THE MARK ON THE LEFT, IN THE TOP OF A 3 BY
 PH0007'4 FOOT ROCK BOULDER, 19 FEET NORTH OF APPROXIMATE CENTER OF THE ROAD,
 PH0007'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 PH0007'GROUND, ABOUT 1.3 FEET ABOVE THE ROAD AND ON THE INSIDE OF A LONG
 PH0007'CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0552 ***********************************************************************
 OF0552  DESIGNATION -  B 23
 OF0552  PID         -  OF0552
 OF0552  STATE/COUNTY-  NY/WAYNE
 OF0552  USGS QUAD   -  WOLCOTT (1978)
 OF0552
 OF0552                         *CURRENT SURVEY CONTROL
 OF0552  ___________________________________________________________________
 OF0552* NAD 83(1986)-  43 14 20.     (N)    076 46 39.     (W)     SCALED    
 OF0552* NAVD 88     -       128.904  (meters)     422.91   (feet)  ADJUSTED  
 OF0552  ___________________________________________________________________
 OF0552  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OF0552  DYNAMIC HT  -         128.874 (meters)     422.81  (feet)  COMP
 OF0552  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 OF0552
 OF0552  VERT ORDER  -  FIRST     CLASS II
 OF0552
 OF0552.The horizontal coordinates were scaled from a topographic map and have
 OF0552.an estimated accuracy of +/- 6 seconds.
 OF0552
 OF0552.The orthometric height was determined by differential leveling
 OF0552.and adjusted by the National Geodetic Survey in June 1991..
 OF0552
 OF0552.The geoid height was determined by GEOID03.
 OF0552
 OF0552.The dynamic height is computed by dividing the NAVD 88
 OF0552.geopotential number by the normal gravity value computed on the
 OF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0552.degrees latitude (g = 980.6199 gals.).
 OF0552
 OF0552.The modeled gravity was interpolated from observed gravity values.
 OF0552
 OF0552;                    North         East    Units  Estimated Accuracy
 OF0552;SPC NY C     -   359,730.      234,230.      MT  (+/- 180 meters Scaled)
 OF0552
 OF0552                          SUPERSEDED SURVEY CONTROL
 OF0552
 OF0552  NGVD 29 (??/??/92)  129.110  (m)          423.59   (f) ADJ UNCH    1 2
 OF0552
 OF0552.Superseded values are not recommended for survey control.
 OF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0552.See file dsdata.txt to determine how the superseded data were derived.
 OF0552
 OF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN556888(NAD 83)
 OF0552_MARKER: Z = SEE DESCRIPTION
 OF0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0552_SP_SET: RAIL
 OF0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0552
 OF0552  HISTORY     - Date     Condition        Report By
 OF0552  HISTORY     - UNK      MONUMENTED       CGS
 OF0552  HISTORY     - 1919     GOOD             NGS
 OF0552  HISTORY     - 1935     MARK NOT FOUND   NGS
 OF0552
 OF0552                          STATION DESCRIPTION
 OF0552
 OF0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0552'3 3/4 MI W FROM RED CREEK.
 OF0552'B 23 -- 3-3/4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD
 OF0552'FROM THE STATION AT RED CREEK, WAYNE COUNTY, ON THE NORTH
 OF0552'SIDE OF THE TRACK, AND AT MILEPOST P 48. THE TOP OF A VERTICAL RAIL
 OF0552'SET IN THE GROUND IN FRONT OF THE MILEPOST.
 OF0552
 OF0552                          STATION RECOVERY (1935)
 OF0552
 OF0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 OF0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0670 ***********************************************************************
 OD0670  DESIGNATION -  B 231
 OD0670  PID         -  OD0670
 OD0670  STATE/COUNTY-  NY/WASHINGTON
 OD0670  USGS QUAD   -  CAMBRIDGE (1944)
 OD0670
 OD0670                         *CURRENT SURVEY CONTROL
 OD0670  ___________________________________________________________________
 OD0670* NAD 83(1986)-  43 05 40.     (N)    073 27 46.     (W)     SCALED    
 OD0670* NAVD 88     -       105.619  (meters)     346.52   (feet)  ADJUSTED  
 OD0670  ___________________________________________________________________
 OD0670  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 OD0670  DYNAMIC HT  -         105.592 (meters)     346.43  (feet)  COMP
 OD0670  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 OD0670
 OD0670  VERT ORDER  -  SECOND    CLASS 0
 OD0670
 OD0670.The horizontal coordinates were scaled from a topographic map and have
 OD0670.an estimated accuracy of +/- 6 seconds.
 OD0670
 OD0670.The orthometric height was determined by differential leveling
 OD0670.and adjusted by the National Geodetic Survey in June 1991..
 OD0670
 OD0670.The geoid height was determined by GEOID03.
 OD0670
 OD0670.The dynamic height is computed by dividing the NAVD 88
 OD0670.geopotential number by the normal gravity value computed on the
 OD0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0670.degrees latitude (g = 980.6199 gals.).
 OD0670
 OD0670.The modeled gravity was interpolated from observed gravity values.
 OD0670
 OD0670;                    North         East    Units  Estimated Accuracy
 OD0670;SPC NY E     -   473,690.      234,440.      MT  (+/- 180 meters Scaled)
 OD0670
 OD0670                          SUPERSEDED SURVEY CONTROL
 OD0670
 OD0670  NGVD 29 (??/??/92)  105.783  (m)          347.06   (f) ADJ UNCH    2 0
 OD0670
 OD0670.Superseded values are not recommended for survey control.
 OD0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0670.See file dsdata.txt to determine how the superseded data were derived.
 OD0670
 OD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN251724(NAD 83)
 OD0670_MARKER: DB = BENCH MARK DISK
 OD0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0670_SP_SET: CULVERT
 OD0670_STAMPING: B 231 1942
 OD0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0670
 OD0670  HISTORY     - Date     Condition        Report By
 OD0670  HISTORY     - 1942     MONUMENTED       CGS
 OD0670  HISTORY     - 19970101 MARK NOT FOUND   NYDT
 OD0670
 OD0670                          STATION DESCRIPTION
 OD0670
 OD0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0670'2.0 MI E FROM GREENWICH.
 OD0670'TO REACH FROM THE POST OFFICE IN GREENWICH-- PROCEED 2.0 MILES
 OD0670'EASTERLY ON STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK. BENCH MARK IS
 OD0670'ABOUT 0.2 WEST OF THE VILLAGE OF CENTER FALLS, AND ABOUT 0.1 MILE WEST
 OD0670'OF DIRT ROAD INTERSECTION LEADING SOUTH.  IT IS ABOUT 65.0 FEET EAST
 OD0670'OF A TELEPHONE POLE NO. 67, 10.6 FEET NORTH OF AND ABOUT THE SAME
 OD0670'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 OD0670'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 OD0670
 OD0670                          STATION RECOVERY (1997)
 OD0670
 OD0670'RECOVERY NOTE BY NY DEPT OF TRANSP 1997
 OD0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0909 ***********************************************************************
 OD0909  DESIGNATION -  B 232 RESET 1971
 OD0909  PID         -  OD0909
 OD0909  STATE/COUNTY-  NY/WARREN
 OD0909  USGS QUAD   -  GLENS FALLS (1966)
 OD0909
 OD0909                         *CURRENT SURVEY CONTROL
 OD0909  ___________________________________________________________________
 OD0909* NAD 83(1986)-  43 20 08.     (N)    073 40 44.     (W)     SCALED    
 OD0909* NAVD 88     -       142.29   (meters)     466.8    (feet)  RESET     
 OD0909  ___________________________________________________________________
 OD0909  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 OD0909
 OD0909  VERT ORDER  -  THIRD
 OD0909
 OD0909.The horizontal coordinates were scaled from a topographic map and have
 OD0909.an estimated accuracy of +/- 6 seconds.
 OD0909
 OD0909.The orthometric height was computed from unverified reset data.
 OD0909
 OD0909.The geoid height was determined by GEOID03.
 OD0909
 OD0909;                    North         East    Units  Estimated Accuracy
 OD0909;SPC NY E     -   500,280.      216,580.      MT  (+/- 180 meters Scaled)
 OD0909
 OD0909                          SUPERSEDED SURVEY CONTROL
 OD0909
 OD0909.No superseded survey control is available for this station.
 OD0909
 OD0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN070989(NAD 83)
 OD0909_MARKER: DB = BENCH MARK DISK
 OD0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0909_STAMPING: B 232 RESET 1971
 OD0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0909+STABILITY: SURFACE MOTION
 OD0909
 OD0909  HISTORY     - Date     Condition        Report By
 OD0909  HISTORY     - 1971     MONUMENTED       NYDT
 OD0909  HISTORY     - 19910615 GOOD             USPSQD
 OD0909
 OD0909                          STATION DESCRIPTION
 OD0909
 OD0909'DESCRIBED BY NY DEPT OF TRANSP 1971
 OD0909'2.4 MI NW FROM GLENS FALLS.
 OD0909'ABOUT 2.4 MILES NORTHWEST ALONG U. S. HIGHWAY 9 FROM THE GLENS FALLS
 OD0909'INSURANCE COMPANY BUILDING AT GLENS FALLS, 325 FEET SOUTH OF THE
 OD0909'INTERSECTION OF U.S. HIGHWAY 9 AND WEEKS ROAD, 40 FEET WEST OF THE
 OD0909'CENTER LINE OF THE HIGHWAY IN A PAVED ASPHALT ISLAND SET IN THE TOP OF
 OD0909'A CONCRETE POST.
 OD0909
 OD0909                          STATION RECOVERY (1991)
 OD0909
 OD0909'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 OD0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0126 ***********************************************************************
 OE0126  DESIGNATION -  B 233
 OE0126  PID         -  OE0126
 OE0126  STATE/COUNTY-  NY/WARREN
 OE0126  USGS QUAD   -  
 OE0126
 OE0126                         *CURRENT SURVEY CONTROL
 OE0126  ___________________________________________________________________
 OE0126* NAD 83(1986)-  43 35 33.     (N)    074 05 14.     (W)     SCALED    
 OE0126* NAVD 88     -       552.372  (meters)    1812.24   (feet)  ADJUSTED  
 OE0126  ___________________________________________________________________
 OE0126  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OE0126  DYNAMIC HT  -         552.232 (meters)    1811.78  (feet)  COMP
 OE0126  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 OE0126
 OE0126  VERT ORDER  -  SECOND    CLASS 0
 OE0126
 OE0126.The horizontal coordinates were scaled from a topographic map and have
 OE0126.an estimated accuracy of +/- 6 seconds.
 OE0126
 OE0126.The orthometric height was determined by differential leveling
 OE0126.and adjusted by the National Geodetic Survey in June 1991..
 OE0126
 OE0126.The geoid height was determined by GEOID03.
 OE0126
 OE0126.The dynamic height is computed by dividing the NAVD 88
 OE0126.geopotential number by the normal gravity value computed on the
 OE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0126.degrees latitude (g = 980.6199 gals.).
 OE0126
 OE0126.The modeled gravity was interpolated from observed gravity values.
 OE0126
 OE0126;                    North         East    Units  Estimated Accuracy
 OE0126;SPC NY E     -   528,570.      183,330.      MT  (+/- 180 meters Scaled)
 OE0126
 OE0126                          SUPERSEDED SURVEY CONTROL
 OE0126
 OE0126  NGVD 29 (??/??/92)  552.464  (m)         1812.54   (f) ADJ UNCH    2 0
 OE0126
 OE0126.Superseded values are not recommended for survey control.
 OE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0126.See file dsdata.txt to determine how the superseded data were derived.
 OE0126
 OE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP736270(NAD 83)
 OE0126_MARKER: DB = BENCH MARK DISK
 OE0126_SETTING: 80 = SET IN A BOULDER
 OE0126_SP_SET: BOULDER
 OE0126_STAMPING: B 233 1942
 OE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0126+STABILITY: SURFACE MOTION
 OE0126
 OE0126  HISTORY     - Date     Condition        Report By
 OE0126  HISTORY     - 1942     MONUMENTED       CGS
 OE0126
 OE0126                          STATION DESCRIPTION
 OE0126
 OE0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0126'9.4 MI SW FROM WEVERTOWN.
 OE0126'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 8 AND STATE
 OE0126'HIGHWAY NO. 28 AT WEVERTOWN.  PROCEED 9.4 MILES SOUTHWESTERLY ON STATE
 OE0126'HIGHWAY NO. 8 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 350.0 FEET
 OE0126'SOUTHWEST OF A BROWN TWO STORY FRAME HOUSE, ABOUT 200.0 FEET SOUTHWEST
 OE0126'OF A SMALL BARN, AND ABOUT 85.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT
 OE0126'ABOVE THE CENTERLINE OF HIGHWAY.  IT IS 25.0 FEET SOUTHEAST OF A FENCE
 OE0126'CORNER AND A 22-INCH FORKED MAPLE TREE, 14.2 FEET SOUTHEAST OF THE
 OE0126'CENTERLINE OF A DIRT ROAD LEADING NORTHERLY TO THE HOUSE, AND SET
 OE0126'HORIZONTALLY IN THE TOP OF A 6X8-FOOT ROCK BOULDER, 2.0 FEET ABOVE THE
 OE0126'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0876 ***********************************************************************
 PH0876  DESIGNATION -  B 236
 PH0876  PID         -  PH0876
 PH0876  STATE/COUNTY-  NY/ST LAWRENCE
 PH0876  USGS QUAD   -  HEUVELTON (1963)
 PH0876
 PH0876                         *CURRENT SURVEY CONTROL
 PH0876  ___________________________________________________________________
 PH0876* NAD 83(1986)-  44 31 34.     (N)    075 24 20.     (W)     SCALED    
 PH0876* NAVD 88     -       102.225  (meters)     335.38   (feet)  ADJUSTED  
 PH0876  ___________________________________________________________________
 PH0876  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 PH0876  DYNAMIC HT  -         102.217 (meters)     335.36  (feet)  COMP
 PH0876  MODELED GRAV-     980,534.5   (mgal)                       NAVD 88
 PH0876
 PH0876  VERT ORDER  -  SECOND    CLASS 0
 PH0876
 PH0876.The horizontal coordinates were scaled from a topographic map and have
 PH0876.an estimated accuracy of +/- 6 seconds.
 PH0876
 PH0876.The orthometric height was determined by differential leveling
 PH0876.and adjusted by the National Geodetic Survey in June 1991..
 PH0876
 PH0876.The geoid height was determined by GEOID03.
 PH0876
 PH0876.The dynamic height is computed by dividing the NAVD 88
 PH0876.geopotential number by the normal gravity value computed on the
 PH0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0876.degrees latitude (g = 980.6199 gals.).
 PH0876
 PH0876.The modeled gravity was interpolated from observed gravity values.
 PH0876
 PH0876;                    North         East    Units  Estimated Accuracy
 PH0876;SPC NY E     -   632,620.       78,020.      MT  (+/- 180 meters Scaled)
 PH0876
 PH0876                          SUPERSEDED SURVEY CONTROL
 PH0876
 PH0876  NGVD 29 (??/??/92)  102.364  (m)          335.84   (f) ADJ UNCH    2 0
 PH0876
 PH0876.Superseded values are not recommended for survey control.
 PH0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0876.See file dsdata.txt to determine how the superseded data were derived.
 PH0876
 PH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ677303(NAD 83)
 PH0876_MARKER: DB = BENCH MARK DISK
 PH0876_SETTING: 66 = SET IN ROCK OUTCROP
 PH0876_SP_SET: ROCK OUTCROP
 PH0876_STAMPING: B 236 1942
 PH0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0876+STABILITY: POSITION/ELEVATION WELL
 PH0876
 PH0876  HISTORY     - Date     Condition        Report By
 PH0876  HISTORY     - 1942     MONUMENTED       CGS
 PH0876
 PH0876                          STATION DESCRIPTION
 PH0876
 PH0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0876'3.5 MI NW FROM DE KALB.
 PH0876'TO REACH FROM THE BRIDGE OVER THE OSWEGATCHIE RIVER, PROCEED WESTERLY
 PH0876'ON PAVED ROAD TO DEPEYSTER AND GO 3.5 MILES TO A SCHOOL HOUSE AT A T
 PH0876'ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH0876'HORIZONTALLY IN A PROJECTION OF ROCK OUTCROP ON THE NORTH SLOPE OF A
 PH0876'SMALL HILL, IT IS 38.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 PH0876'CENTER LINE OF THE PAVED ROAD, 36.0 FEET WEST OF THE NORTHWEST CORNER
 PH0876'OF THE SCHOOL HOUSE AND DIRECTLY SOUTH OF THE CENTER OF THE
 PH0876'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1096 ***********************************************************************
 PH1096  DESIGNATION -  B 237
 PH1096  PID         -  PH1096
 PH1096  STATE/COUNTY-  NY/ST LAWRENCE
 PH1096  USGS QUAD   -  GOUVERNEUR (1982)
 PH1096
 PH1096                         *CURRENT SURVEY CONTROL
 PH1096  ___________________________________________________________________
 PH1096* NAD 83(1986)-  44 18 59.     (N)    075 27 30.     (W)     SCALED    
 PH1096* NAVD 88     -       139.161  (meters)     456.56   (feet)  ADJUSTED  
 PH1096  ___________________________________________________________________
 PH1096  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 PH1096  DYNAMIC HT  -         139.146 (meters)     456.51  (feet)  COMP
 PH1096  MODELED GRAV-     980,505.7   (mgal)                       NAVD 88
 PH1096
 PH1096  VERT ORDER  -  SECOND    CLASS 0
 PH1096
 PH1096.The horizontal coordinates were scaled from a topographic map and have
 PH1096.an estimated accuracy of +/- 6 seconds.
 PH1096
 PH1096.The orthometric height was determined by differential leveling
 PH1096.and adjusted by the National Geodetic Survey in June 1991..
 PH1096
 PH1096.The geoid height was determined by GEOID03.
 PH1096
 PH1096.The dynamic height is computed by dividing the NAVD 88
 PH1096.geopotential number by the normal gravity value computed on the
 PH1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1096.degrees latitude (g = 980.6199 gals.).
 PH1096
 PH1096.The modeled gravity was interpolated from observed gravity values.
 PH1096
 PH1096;                    North         East    Units  Estimated Accuracy
 PH1096;SPC NY E     -   609,360.       73,550.      MT  (+/- 180 meters Scaled)
 PH1096
 PH1096                          SUPERSEDED SURVEY CONTROL
 PH1096
 PH1096  NGVD 29 (??/??/92)  139.306  (m)          457.04   (f) ADJ UNCH    2 0
 PH1096
 PH1096.Superseded values are not recommended for survey control.
 PH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1096.See file dsdata.txt to determine how the superseded data were derived.
 PH1096
 PH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ634071(NAD 83)
 PH1096_MARKER: DB = BENCH MARK DISK
 PH1096_SETTING: 80 = SET IN A BOULDER
 PH1096_SP_SET: BOULDER
 PH1096_STAMPING: B 237 1942
 PH1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1096+STABILITY: SURFACE MOTION
 PH1096
 PH1096  HISTORY     - Date     Condition        Report By
 PH1096  HISTORY     - 1942     MONUMENTED       CGS
 PH1096
 PH1096                          STATION DESCRIPTION
 PH1096
 PH1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1096'1.5 MI SE FROM GOUVERNEUR.
 PH1096'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 58 FROM THE INTERSECTION OF
 PH1096'MAIN AND CLINTON STREETS AT GOUVERNEUR, ST. LAWRENCE COUNTY, 125 FEET
 PH1096'SOUTHEAST OF THE CENTER OF A SHARP CURVE AT THE FOOT OF A SMALL HILL,
 PH1096'110 FEET NORTHWEST OF THE TOP OF THE HILL, 27 FEET SOUTHWEST OF THE
 PH1096'CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 PH1096'TOP OF A FLAT GRANITE BOULDER.  A STANDARD DISK, STAMPED B 237 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0285 ***********************************************************************
 PH0285  DESIGNATION -  B 238
 PH0285  PID         -  PH0285
 PH0285  STATE/COUNTY-  NY/FRANKLIN
 PH0285  USGS QUAD   -  
 PH0285
 PH0285                         *CURRENT SURVEY CONTROL
 PH0285  ___________________________________________________________________
 PH0285* NAD 83(1986)-  44 11 06.     (N)    074 10 58.     (W)     SCALED    
 PH0285* NAVD 88     -       614.996  (meters)    2017.70   (feet)  ADJUSTED  
 PH0285  ___________________________________________________________________
 PH0285  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 PH0285  DYNAMIC HT  -         614.861 (meters)    2017.26  (feet)  COMP
 PH0285  MODELED GRAV-     980,379.5   (mgal)                       NAVD 88
 PH0285
 PH0285  VERT ORDER  -  SECOND    CLASS 0
 PH0285
 PH0285.The horizontal coordinates were scaled from a topographic map and have
 PH0285.an estimated accuracy of +/- 6 seconds.
 PH0285
 PH0285.The orthometric height was determined by differential leveling
 PH0285.and adjusted by the National Geodetic Survey in June 1991..
 PH0285
 PH0285.The geoid height was determined by GEOID03.
 PH0285
 PH0285.The dynamic height is computed by dividing the NAVD 88
 PH0285.geopotential number by the normal gravity value computed on the
 PH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0285.degrees latitude (g = 980.6199 gals.).
 PH0285
 PH0285.The modeled gravity was interpolated from observed gravity values.
 PH0285
 PH0285;                    North         East    Units  Estimated Accuracy
 PH0285;SPC NY E     -   594,370.      175,360.      MT  (+/- 180 meters Scaled)
 PH0285
 PH0285                          SUPERSEDED SURVEY CONTROL
 PH0285
 PH0285  NGVD 29 (??/??/92)  615.046  (m)         2017.86   (f) ADJ UNCH    2 0
 PH0285
 PH0285.Superseded values are not recommended for survey control.
 PH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0285.See file dsdata.txt to determine how the superseded data were derived.
 PH0285
 PH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP653927(NAD 83)
 PH0285_MARKER: DB = BENCH MARK DISK
 PH0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0285_STAMPING: B 238 1942
 PH0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0285+STABILITY: SURFACE MOTION
 PH0285
 PH0285  HISTORY     - Date     Condition        Report By
 PH0285  HISTORY     - 1942     MONUMENTED       CGS
 PH0285
 PH0285                          STATION DESCRIPTION
 PH0285
 PH0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0285'9.9 MI SE FROM COREYS POST OFFICE.
 PH0285'TO REACH FROM THE COREYS POST OFFICE, PROCEED SOUTH-SOUTHEASTERLY ON
 PH0285'GRADED ROAD TO DUCK HOLE POND, GO 5.8 MILES TO THE CARETAKERS
 PH0285'RESIDENCE AT THE ENTRANCE TO THE AMPERSAND PRIVATE PARK, PASS THE
 PH0285'HOUSE AND CONTINUE EASTERLY 3.5 MILES TO THE ENTRANCE TO THE STATE
 PH0285'PARK, PASS THROUGH GATE AND CONTINUE 0.6 MILE TO A BRIDGE OVER A SMALL
 PH0285'CREEK AND SITE TO BENCH MARK.  BENCH MARK IS ABOUT 175.0 FEET
 PH0285'NORTHWEST OF THE BRIDGE, 15.0 FEET NORTHEAST OF AND ABOUT THE SAME
 PH0285'ELEVATION AS THE CENTERLINE OF THE ROAD, 5.0 FEET EAST OF A 4 BY 4
 PH0285'INCH WOODEN MARKER POST AND IN THE CENTER OF AN OPENING IN THE TIMBER.
 PH0285'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0488 ***********************************************************************
 NC0488  DESIGNATION -  B 2.38 L
 NC0488  PID         -  NC0488
 NC0488  STATE/COUNTY-  NY/ERIE
 NC0488  USGS QUAD   -  BUFFALO SE (1965)
 NC0488
 NC0488                         *CURRENT SURVEY CONTROL
 NC0488  ___________________________________________________________________
 NC0488* NAD 83(1986)-  42 49 52.     (N)    078 49 26.     (W)     SCALED    
 NC0488* NAVD 88     -       182.426  (meters)     598.51   (feet)  ADJUSTED  
 NC0488  ___________________________________________________________________
 NC0488  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC0488  DYNAMIC HT  -         182.376 (meters)     598.35  (feet)  COMP
 NC0488  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 NC0488
 NC0488  VERT ORDER  -  FIRST     CLASS I
 NC0488
 NC0488.The horizontal coordinates were scaled from a topographic map and have
 NC0488.an estimated accuracy of +/- 6 seconds.
 NC0488
 NC0488.The orthometric height was determined by differential leveling
 NC0488.and adjusted by the National Geodetic Survey in June 1991..
 NC0488
 NC0488.The geoid height was determined by GEOID03.
 NC0488
 NC0488.The dynamic height is computed by dividing the NAVD 88
 NC0488.geopotential number by the normal gravity value computed on the
 NC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0488.degrees latitude (g = 980.6199 gals.).
 NC0488
 NC0488.The modeled gravity was interpolated from observed gravity values.
 NC0488
 NC0488;                    North         East    Units  Estimated Accuracy
 NC0488;SPC NY W     -   314,440.      330,330.      MT  (+/- 180 meters Scaled)
 NC0488
 NC0488                          SUPERSEDED SURVEY CONTROL
 NC0488
 NC0488  NGVD 29 (??/??/92)  182.591  (m)          599.05   (f) ADJ UNCH    1 1
 NC0488
 NC0488.Superseded values are not recommended for survey control.
 NC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0488.See file dsdata.txt to determine how the superseded data were derived.
 NC0488
 NC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH778443(NAD 83)
 NC0488_MARKER: DD = SURVEY DISK
 NC0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0488_SP_SET: BRIDGE SEAT
 NC0488_STAMPING: B 2.38 L
 NC0488_MARK LOGO: BORR  
 NC0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0488+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2001
 NC0488
 NC0488  HISTORY     - Date     Condition        Report By
 NC0488  HISTORY     - UNK      MONUMENTED       BORR
 NC0488  HISTORY     - 1967     GOOD             NGS
 NC0488  HISTORY     - 19920304 GOOD             BRPRR
 NC0488  HISTORY     - 19941105 GOOD             LOCENG
 NC0488  HISTORY     - 20011120 GOOD             LOCSUR
 NC0488
 NC0488                          STATION DESCRIPTION
 NC0488
 NC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0488'2.4 MI SE FROM BUFFALO.
 NC0488'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0488'THE SOUTHWEST END OF THE BRIDGE OVER THE BUFFALO RIVER, AT THE
 NC0488'OVERPASS OVER SOUTH PARK AVENUE, SET ON THE TOP OF THE NORTH END OF
 NC0488'THE WEST CONCRETE AND STONE BRIDGE SEAT FOR THE WEST ABUTMENT OF THE
 NC0488'OVERPASS OVER THE AVENUE, 11.6 FEET NORTHEAST OF THE NORTHEAST RAIL
 NC0488'AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 NC0488
 NC0488                          STATION RECOVERY (1992)
 NC0488
 NC0488'RECOVERY NOTE BY BUFFALO ROCHESTER PITTSBURG RAILROAD 1992
 NC0488'RECOVERED IN GOOD CONDITION.
 NC0488
 NC0488                          STATION RECOVERY (1994)
 NC0488
 NC0488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RI)
 NC0488'RECOVERED AS DESCRIBED.
 NC0488
 NC0488                          STATION RECOVERY (2001)
 NC0488
 NC0488'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (RS)
 NC0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0024 ***********************************************************************
 OE0024  DESIGNATION -  B 239
 OE0024  PID         -  OE0024
 OE0024  STATE/COUNTY-  NY/HAMILTON
 OE0024  USGS QUAD   -  
 OE0024
 OE0024                         *CURRENT SURVEY CONTROL
 OE0024  ___________________________________________________________________
 OE0024* NAD 83(1986)-  43 58 34.     (N)    074 23 15.     (W)     SCALED    
 OE0024* NAVD 88     -       550.893  (meters)    1807.39   (feet)  ADJUSTED  
 OE0024  ___________________________________________________________________
 OE0024  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 OE0024  DYNAMIC HT  -         550.781 (meters)    1807.02  (feet)  COMP
 OE0024  MODELED GRAV-     980,396.4   (mgal)                       NAVD 88
 OE0024
 OE0024  VERT ORDER  -  SECOND    CLASS 0
 OE0024
 OE0024.The horizontal coordinates were scaled from a topographic map and have
 OE0024.an estimated accuracy of +/- 6 seconds.
 OE0024
 OE0024.The orthometric height was determined by differential leveling
 OE0024.and adjusted by the National Geodetic Survey in June 1991..
 OE0024
 OE0024.The geoid height was determined by GEOID03.
 OE0024
 OE0024.The dynamic height is computed by dividing the NAVD 88
 OE0024.geopotential number by the normal gravity value computed on the
 OE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0024.degrees latitude (g = 980.6199 gals.).
 OE0024
 OE0024.The modeled gravity was interpolated from observed gravity values.
 OE0024
 OE0024;                    North         East    Units  Estimated Accuracy
 OE0024;SPC NY E     -   571,120.      159,030.      MT  (+/- 180 meters Scaled)
 OE0024
 OE0024                          SUPERSEDED SURVEY CONTROL
 OE0024
 OE0024  NGVD 29 (??/??/92)  550.953  (m)         1807.59   (f) ADJ UNCH    2 0
 OE0024
 OE0024.Superseded values are not recommended for survey control.
 OE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0024.See file dsdata.txt to determine how the superseded data were derived.
 OE0024
 OE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP491694(NAD 83)
 OE0024_MARKER: DB = BENCH MARK DISK
 OE0024_SETTING: 80 = SET IN A BOULDER
 OE0024_SP_SET: BOULDER
 OE0024_STAMPING: B 239 1942
 OE0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0024+STABILITY: SURFACE MOTION
 OE0024
 OE0024  HISTORY     - Date     Condition        Report By
 OE0024  HISTORY     - 1942     MONUMENTED       CGS
 OE0024  HISTORY     - 20000921 MARK NOT FOUND   NYDT
 OE0024
 OE0024                          STATION DESCRIPTION
 OE0024
 OE0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0024'1.8 MI E FROM LONG LAKE.
 OE0024'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 10 AND STATE
 OE0024'HIGHWAY NUMBER 28N, AT LONG LAKE, PROCEED EASTERLY ON STATE HIGHWAY
 OE0024'NUMBER 28N AND GO 1.8 MILES TO A VERY LARGE BOULDER ABOUT 15 FEET LONG
 OE0024'AND 7 FEET HIGH AND SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY
 OE0024'IN TOP OF A BOULDER ABOUT 4 FEET BY 6 FEET BY 1.5 FEET HIGH, IT IS
 OE0024'ABOUT 0.1 MILE EAST OF A CURVE, 21.0 FEET SOUTH OF AND ABOUT 1.5 FEET
 OE0024'ABOVE THE CENTERLINE OF THE HIGHWAY AND 7.0 FEET NORTH OF THE LARGE
 OE0024'BOULDER.
 OE0024
 OE0024                          STATION RECOVERY (2000)
 OE0024
 OE0024'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 OE0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0838 ***********************************************************************
 OF0838  DESIGNATION -  B 24
 OF0838  PID         -  OF0838
 OF0838  STATE/COUNTY-  NY/WAYNE
 OF0838  USGS QUAD   -  SODUS (1978)
 OF0838
 OF0838                         *CURRENT SURVEY CONTROL
 OF0838  ___________________________________________________________________
 OF0838* NAD 83(1986)-  43 14 17.     (N)    077 03 30.     (W)     SCALED    
 OF0838* NAVD 88     -       130.859  (meters)     429.33   (feet)  ADJUSTED  
 OF0838  ___________________________________________________________________
 OF0838  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OF0838  DYNAMIC HT  -         130.831 (meters)     429.23  (feet)  COMP
 OF0838  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 OF0838
 OF0838  VERT ORDER  -  FIRST     CLASS II
 OF0838
 OF0838.The horizontal coordinates were scaled from a topographic map and have
 OF0838.an estimated accuracy of +/- 6 seconds.
 OF0838
 OF0838.The orthometric height was determined by differential leveling
 OF0838.and adjusted by the National Geodetic Survey in June 1991..
 OF0838
 OF0838.The geoid height was determined by GEOID03.
 OF0838
 OF0838.The dynamic height is computed by dividing the NAVD 88
 OF0838.geopotential number by the normal gravity value computed on the
 OF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0838.degrees latitude (g = 980.6199 gals.).
 OF0838
 OF0838.The modeled gravity was interpolated from observed gravity values.
 OF0838
 OF0838;                    North         East    Units  Estimated Accuracy
 OF0838;SPC NY C     -   359,730.      211,420.      MT  (+/- 180 meters Scaled)
 OF0838
 OF0838                          SUPERSEDED SURVEY CONTROL
 OF0838
 OF0838  NGVD 29 (??/??/92)  131.062  (m)          429.99   (f) ADJ UNCH    1 2
 OF0838
 OF0838.Superseded values are not recommended for survey control.
 OF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0838.See file dsdata.txt to determine how the superseded data were derived.
 OF0838
 OF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN328893(NAD 83)
 OF0838_MARKER: Q = CHISELED SQUARE
 OF0838_SETTING: 80 = SET IN A BOULDER
 OF0838_SP_SET: BOULDER
 OF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0838+STABILITY: SURFACE MOTION
 OF0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0838+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 OF0838
 OF0838  HISTORY     - Date     Condition        Report By
 OF0838  HISTORY     - UNK      MONUMENTED       CGS
 OF0838  HISTORY     - 1942     GOOD             NGS
 OF0838  HISTORY     - 20001009 GOOD             LOCSUR
 OF0838
 OF0838                          STATION DESCRIPTION
 OF0838
 OF0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0838'0.5 MI E FROM SODUS.
 OF0838'0.5 MILE EAST ALONG NEW YORK CENTRAL R.R.
 OF0838'BENCH MARK IS A CHISELED SQUARE CUT ON TOP OF A LARGE GRANITE
 OF0838'BOULDER, ABOUT 0.2 MILE EAST OF MILE POST NO. 65, 10 FEET NORTH OF
 OF0838'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE TRACK.
 OF0838
 OF0838                          STATION RECOVERY (2000)
 OF0838
 OF0838'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (RJB)
 OF0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0062 ***********************************************************************
 OE0062  DESIGNATION -  B 240
 OE0062  PID         -  OE0062
 OE0062  STATE/COUNTY-  NY/ESSEX
 OE0062  USGS QUAD   -  
 OE0062
 OE0062                         *CURRENT SURVEY CONTROL
 OE0062  ___________________________________________________________________
 OE0062* NAD 83(1986)-  43 58 25.     (N)    074 02 57.     (W)     SCALED    
 OE0062* NAVD 88     -       528.118  (meters)    1732.67   (feet)  ADJUSTED  
 OE0062  ___________________________________________________________________
 OE0062  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OE0062  DYNAMIC HT  -         528.010 (meters)    1732.31  (feet)  COMP
 OE0062  MODELED GRAV-     980,396.1   (mgal)                       NAVD 88
 OE0062
 OE0062  VERT ORDER  -  SECOND    CLASS 0
 OE0062
 OE0062.The horizontal coordinates were scaled from a topographic map and have
 OE0062.an estimated accuracy of +/- 6 seconds.
 OE0062
 OE0062.The orthometric height was determined by differential leveling
 OE0062.and adjusted by the National Geodetic Survey in June 1991..
 OE0062
 OE0062.The geoid height was determined by GEOID03.
 OE0062
 OE0062.The dynamic height is computed by dividing the NAVD 88
 OE0062.geopotential number by the normal gravity value computed on the
 OE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0062.degrees latitude (g = 980.6199 gals.).
 OE0062
 OE0062.The modeled gravity was interpolated from observed gravity values.
 OE0062
 OE0062;                    North         East    Units  Estimated Accuracy
 OE0062;SPC NY E     -   570,930.      186,170.      MT  (+/- 180 meters Scaled)
 OE0062
 OE0062                          SUPERSEDED SURVEY CONTROL
 OE0062
 OE0062  NGVD 29 (??/??/92)  528.196  (m)         1732.92   (f) ADJ UNCH    2 0
 OE0062
 OE0062.Superseded values are not recommended for survey control.
 OE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0062.See file dsdata.txt to determine how the superseded data were derived.
 OE0062
 OE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP762693(NAD 83)
 OE0062_MARKER: DB = BENCH MARK DISK
 OE0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0062_STAMPING: B 240 1942
 OE0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0062+STABILITY: SURFACE MOTION
 OE0062
 OE0062  HISTORY     - Date     Condition        Report By
 OE0062  HISTORY     - 1942     MONUMENTED       CGS
 OE0062
 OE0062                          STATION DESCRIPTION
 OE0062
 OE0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0062'0.8 MI N FROM TAHAWAS.
 OE0062'TO REACH FROM THE TAHAWAS POST OFFICE, PROCEED NORTHERLY ON PAVED ROAD
 OE0062'AND GO 0.8 MILE TO A LARGE BORROW PIT AND SITE OF BENCH MARK. BENCH
 OE0062'MARK IS ABOUT 110.0 FEET NORTH OF A SHARP CURVE, 40.0 FEET NORTH OF A
 OE0062'TELEPHONE POLE, 32.0 FEET WEST OF AND 3.0 FEET BELOW THE CENTERLINE OF
 OE0062'THE ROAD, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT
 OE0062'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0457 ***********************************************************************
 NC0457  DESIGNATION -  B 24.38 L
 NC0457  PID         -  NC0457
 NC0457  STATE/COUNTY-  NY/ERIE
 NC0457  USGS QUAD   -  SPRINGVILLE (1954)
 NC0457
 NC0457                         *CURRENT SURVEY CONTROL
 NC0457  ___________________________________________________________________
 NC0457* NAD 83(1986)-  42 34 31.     (N)    078 38 39.     (W)     SCALED    
 NC0457* NAVD 88     -       413.702  (meters)    1357.29   (feet)  ADJUSTED  
 NC0457  ___________________________________________________________________
 NC0457  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NC0457  DYNAMIC HT  -         413.559 (meters)    1356.82  (feet)  COMP
 NC0457  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 NC0457
 NC0457  VERT ORDER  -  FIRST     CLASS I
 NC0457
 NC0457.The horizontal coordinates were scaled from a topographic map and have
 NC0457.an estimated accuracy of +/- 6 seconds.
 NC0457
 NC0457.The orthometric height was determined by differential leveling
 NC0457.and adjusted by the National Geodetic Survey in June 1991..
 NC0457
 NC0457.The geoid height was determined by GEOID03.
 NC0457
 NC0457.The dynamic height is computed by dividing the NAVD 88
 NC0457.geopotential number by the normal gravity value computed on the
 NC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0457.degrees latitude (g = 980.6199 gals.).
 NC0457
 NC0457.The modeled gravity was interpolated from observed gravity values.
 NC0457
 NC0457;                    North         East    Units  Estimated Accuracy
 NC0457;SPC NY W     -   285,990.      345,010.      MT  (+/- 180 meters Scaled)
 NC0457
 NC0457                          SUPERSEDED SURVEY CONTROL
 NC0457
 NC0457  NGVD 29 (??/??/92)  413.854  (m)         1357.79   (f) ADJ UNCH    1 1
 NC0457
 NC0457.Superseded values are not recommended for survey control.
 NC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0457.See file dsdata.txt to determine how the superseded data were derived.
 NC0457
 NC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH933163(NAD 83)
 NC0457_MARKER: DD = SURVEY DISK
 NC0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0457_SP_SET: BRIDGE ABUTMENT
 NC0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0457
 NC0457  HISTORY     - Date     Condition        Report By
 NC0457  HISTORY     - UNK      MONUMENTED       BORR
 NC0457  HISTORY     - 1967     GOOD             NGS
 NC0457  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 NC0457
 NC0457                          STATION DESCRIPTION
 NC0457
 NC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0457'5.15 MI NE FROM SPRINGVILLE.
 NC0457'ABOUT 5.15 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0457'THE CROSSING OF STATE HIGHWAY 39 (MAIN STREET) AT SPRINGVILLE, 5.9
 NC0457'FEET EAST OF THE EAST RAIL, ON TOP OF THE EAST END OF THE NORTH
 NC0457'CONCRETE BACK WALL FOR NORTH CONCRETE ABUTMENT OF BRIDGE B 24.38 OVER
 NC0457'WEST BRANCH CAZENOVIA CREEK, AND ABOUT LEVEL WITH THE TRACK.  NOTE--
 NC0457'CONCRETE IS CRUMBLING AROUND MARK.
 NC0457
 NC0457                          STATION RECOVERY (2004)
 NC0457
 NC0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC0457'ORIGINAL BRIDGE WAS DEMOLISHED AND REPLACED WITH A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0766 ***********************************************************************
 PH0766  DESIGNATION -  B 246
 PH0766  PID         -  PH0766
 PH0766  STATE/COUNTY-  NY/FRANKLIN
 PH0766  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0766
 PH0766                         *CURRENT SURVEY CONTROL
 PH0766  ___________________________________________________________________
 PH0766* NAD 83(1986)-  44 40 32.     (N)    074 31 31.     (W)     SCALED    
 PH0766* NAVD 88     -       403.109  (meters)    1322.53   (feet)  ADJUSTED  
 PH0766  ___________________________________________________________________
 PH0766  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 PH0766  DYNAMIC HT  -         403.063 (meters)    1322.38  (feet)  COMP
 PH0766  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 PH0766
 PH0766  VERT ORDER  -  SECOND    CLASS 0
 PH0766
 PH0766.The horizontal coordinates were scaled from a topographic map and have
 PH0766.an estimated accuracy of +/- 6 seconds.
 PH0766
 PH0766.The orthometric height was determined by differential leveling
 PH0766.and adjusted by the National Geodetic Survey in June 1991..
 PH0766
 PH0766.The geoid height was determined by GEOID03.
 PH0766
 PH0766.The dynamic height is computed by dividing the NAVD 88
 PH0766.geopotential number by the normal gravity value computed on the
 PH0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0766.degrees latitude (g = 980.6199 gals.).
 PH0766
 PH0766.The modeled gravity was interpolated from observed gravity values.
 PH0766
 PH0766;                    North         East    Units  Estimated Accuracy
 PH0766;SPC NY E     -   648,820.      148,000.      MT  (+/- 180 meters Scaled)
 PH0766
 PH0766                          SUPERSEDED SURVEY CONTROL
 PH0766
 PH0766  NGVD 29 (??/??/92)  403.193  (m)         1322.81   (f) ADJ UNCH    2 0
 PH0766
 PH0766.Superseded values are not recommended for survey control.
 PH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0766.See file dsdata.txt to determine how the superseded data were derived.
 PH0766
 PH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ376470(NAD 83)
 PH0766_MARKER: DB = BENCH MARK DISK
 PH0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0766_SP_SET: BUILDING
 PH0766_STAMPING: B 246 1942
 PH0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0766
 PH0766  HISTORY     - Date     Condition        Report By
 PH0766  HISTORY     - 1942     MONUMENTED       CGS
 PH0766  HISTORY     - 1975     GOOD             NGS
 PH0766  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 PH0766
 PH0766                          STATION DESCRIPTION
 PH0766
 PH0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0766'0.95 MI E FROM ST. REGIS FALLS.
 PH0766'0.95 MILE EAST ALONG COUNTY ROAD 99 (DUANE STREET) FROM ST REGIS FALLS
 PH0766'CENTRAL SCHOOL AT ST. REGIS FALLS, IN THE TOP EAST END OF THE NORTH
 PH0766'HEADWALL OF A CONCRETE CULVERT AT ST ANNS CEMETARY, 15 FEET NORTH OF
 PH0766'THE CENTER LINE OF THE ROAD, 15 FEET EAST OF THE EAST EDGE OF A
 PH0766'GRAVELED DRIVE LEADING INTO THE CEMETERY, 80.5 FEET NORTHEAST OF THE
 PH0766'NORTHEAST CORNER OF A BLOCK BUILDING AND ABOUT LEVEL WITH THE ROAD.
 PH0766
 PH0766                          STATION RECOVERY (1995)
 PH0766
 PH0766'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0168 ***********************************************************************
 PH0168  DESIGNATION -  B 247
 PH0168  PID         -  PH0168
 PH0168  STATE/COUNTY-  NY/FRANKLIN
 PH0168  USGS QUAD   -  LOON LAKE (1980)
 PH0168
 PH0168                         *CURRENT SURVEY CONTROL
 PH0168  ___________________________________________________________________
 PH0168* NAD 83(1986)-  44 35 09.     (N)    074 06 24.     (W)     SCALED    
 PH0168* NAVD 88     -       511.793  (meters)    1679.11   (feet)  ADJUSTED  
 PH0168  ___________________________________________________________________
 PH0168  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 PH0168  DYNAMIC HT  -         511.717 (meters)    1678.86  (feet)  COMP
 PH0168  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 PH0168
 PH0168  VERT ORDER  -  SECOND    CLASS 0
 PH0168
 PH0168.The horizontal coordinates were scaled from a topographic map and have
 PH0168.an estimated accuracy of +/- 6 seconds.
 PH0168
 PH0168.The orthometric height was determined by differential leveling
 PH0168.and adjusted by the National Geodetic Survey in June 1991..
 PH0168
 PH0168.The geoid height was determined by GEOID03.
 PH0168
 PH0168.The dynamic height is computed by dividing the NAVD 88
 PH0168.geopotential number by the normal gravity value computed on the
 PH0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0168.degrees latitude (g = 980.6199 gals.).
 PH0168
 PH0168.The modeled gravity was interpolated from observed gravity values.
 PH0168
 PH0168;                    North         East    Units  Estimated Accuracy
 PH0168;SPC NY E     -   638,930.      181,230.      MT  (+/- 180 meters Scaled)
 PH0168
 PH0168                          SUPERSEDED SURVEY CONTROL
 PH0168
 PH0168  NGVD 29 (??/??/92)  511.828  (m)         1679.22   (f) ADJ UNCH    2 0
 PH0168
 PH0168.Superseded values are not recommended for survey control.
 PH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0168.See file dsdata.txt to determine how the superseded data were derived.
 PH0168
 PH0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ709373(NAD 83)
 PH0168_MARKER: DB = BENCH MARK DISK
 PH0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0168_SP_SET: CULVERT
 PH0168_STAMPING: B 247 1942
 PH0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0168
 PH0168  HISTORY     - Date     Condition        Report By
 PH0168  HISTORY     - 1942     MONUMENTED       CGS
 PH0168
 PH0168                          STATION DESCRIPTION
 PH0168
 PH0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0168'1.4 MI N FROM INMAN.
 PH0168'TO REACH FROM THE LOON LAKE AT INMAN, PROCEED 1.4 MILES NORTH ALONG
 PH0168'THE NEW YORK CENTRAL RAILROAD TO A 3.0 FOOT CAST IRON PIPE UNDER TRACK
 PH0168'AND SITE OF BENCH MARK.  BENCH MARK IS 2 POLES NORTH OF MILE POST NO.
 PH0168'150, IT IS 50.0 FEET WEST OF AND ABOUT 8.0 FEET BELOW THE CENTERLINE
 PH0168'OF TRACK AND SET HORIZONTALLY IN THE NORTH END OF THE WEST CONCRETE
 PH0168'HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0014 ***********************************************************************
 OE0014  DESIGNATION -  B 248
 OE0014  PID         -  OE0014
 OE0014  STATE/COUNTY-  NY/HAMILTON
 OE0014  USGS QUAD   -  
 OE0014
 OE0014                         *CURRENT SURVEY CONTROL
 OE0014  ___________________________________________________________________
 OE0014* NAD 83(1986)-  43 54 03.     (N)    074 26 16.     (W)     SCALED    
 OE0014* NAVD 88     -       554.794  (meters)    1820.19   (feet)  ADJUSTED  
 OE0014  ___________________________________________________________________
 OE0014  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 OE0014  DYNAMIC HT  -         554.671 (meters)    1819.78  (feet)  COMP
 OE0014  MODELED GRAV-     980,378.8   (mgal)                       NAVD 88
 OE0014
 OE0014  VERT ORDER  -  SECOND    CLASS 0
 OE0014
 OE0014.The horizontal coordinates were scaled from a topographic map and have
 OE0014.an estimated accuracy of +/- 6 seconds.
 OE0014
 OE0014.The orthometric height was determined by differential leveling
 OE0014.and adjusted by the National Geodetic Survey in June 1991..
 OE0014
 OE0014.The geoid height was determined by GEOID03.
 OE0014
 OE0014.The dynamic height is computed by dividing the NAVD 88
 OE0014.geopotential number by the normal gravity value computed on the
 OE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0014.degrees latitude (g = 980.6199 gals.).
 OE0014
 OE0014.The modeled gravity was interpolated from observed gravity values.
 OE0014
 OE0014;                    North         East    Units  Estimated Accuracy
 OE0014;SPC NY E     -   562,750.      155,000.      MT  (+/- 180 meters Scaled)
 OE0014
 OE0014                          SUPERSEDED SURVEY CONTROL
 OE0014
 OE0014  NGVD 29 (??/??/92)  554.853  (m)         1820.38   (f) ADJ UNCH    2 0
 OE0014
 OE0014.Superseded values are not recommended for survey control.
 OE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0014.See file dsdata.txt to determine how the superseded data were derived.
 OE0014
 OE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP451610(NAD 83)
 OE0014_MARKER: DB = BENCH MARK DISK
 OE0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0014_SP_SET: BRIDGE
 OE0014_STAMPING: B 248 1942
 OE0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0014
 OE0014  HISTORY     - Date     Condition        Report By
 OE0014  HISTORY     - 1942     MONUMENTED       CGS
 OE0014
 OE0014                          STATION DESCRIPTION
 OE0014
 OE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0014'4.4 MI N FROM BLUE MOUNTAIN LAKE.
 OE0014'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 28, PROCEED 4.4
 OE0014'MILES NORTH ALONG STATE HIGHWAY NO. 10, TO A CONCRETE BRIDGE OVER MUD
 OE0014'POND OUTLET, AND SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN
 OE0014'THE TOP OF THE SOUTHWEST WINGWALL OF A 20X20 FOOT CONCRETE BRIDGE OVER
 OE0014'MUD POND OUTLET.  IT IS ABOUT 300.0 FEET NORTH OF A CURVE IN HIGHWAY,
 OE0014'17.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY, 72.0
 OE0014'FEET NORTH OF A POWER TRANSMISSION POLE NO. N.Y. SEG A 5123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1049 ***********************************************************************
 OD1049  DESIGNATION -  B 249
 OD1049  PID         -  OD1049
 OD1049  STATE/COUNTY-  NY/ESSEX
 OD1049  USGS QUAD   -  PARADOX LAKE (1973)
 OD1049
 OD1049                         *CURRENT SURVEY CONTROL
 OD1049  ___________________________________________________________________
 OD1049* NAD 83(1986)-  43 57 11.     (N)    073 43 40.     (W)     SCALED    
 OD1049* NAVD 88     -       269.196  (meters)     883.19   (feet)  ADJUSTED  
 OD1049  ___________________________________________________________________
 OD1049  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 OD1049  DYNAMIC HT  -         269.143 (meters)     883.01  (feet)  COMP
 OD1049  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 OD1049
 OD1049  VERT ORDER  -  SECOND    CLASS II
 OD1049
 OD1049.The horizontal coordinates were scaled from a topographic map and have
 OD1049.an estimated accuracy of +/- 6 seconds.
 OD1049
 OD1049.The orthometric height was determined by differential leveling
 OD1049.and adjusted by the National Geodetic Survey in June 1991..
 OD1049
 OD1049.The geoid height was determined by GEOID03.
 OD1049
 OD1049.The dynamic height is computed by dividing the NAVD 88
 OD1049.geopotential number by the normal gravity value computed on the
 OD1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD1049.degrees latitude (g = 980.6199 gals.).
 OD1049
 OD1049.The modeled gravity was interpolated from observed gravity values.
 OD1049
 OD1049;                    North         East    Units  Estimated Accuracy
 OD1049;SPC NY E     -   568,840.      211,980.      MT  (+/- 180 meters Scaled)
 OD1049
 OD1049                          SUPERSEDED SURVEY CONTROL
 OD1049
 OD1049  NGVD 29 (??/??/92)  269.298  (m)          883.52   (f) ADJ UNCH    2 0
 OD1049
 OD1049.Superseded values are not recommended for survey control.
 OD1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1049.See file dsdata.txt to determine how the superseded data were derived.
 OD1049
 OD1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP020674(NAD 83)
 OD1049_MARKER: DB = BENCH MARK DISK
 OD1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD1049_SP_SET: SPILLWAY
 OD1049_STAMPING: B 249 1942
 OD1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1049+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 OD1049
 OD1049  HISTORY     - Date     Condition        Report By
 OD1049  HISTORY     - 1942     MONUMENTED       CGS
 OD1049  HISTORY     - 20030623 GOOD             NYDT
 OD1049
 OD1049                          STATION DESCRIPTION
 OD1049
 OD1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD1049'0.4 MI S FROM SCHROON RIVER.
 OD1049'TO REACH FROM THE CATHOLIC CHURCH IN SCHROON RIVER, PROCEED 0.4 MILE
 OD1049'SOUTH ALONG STATE HIGHWAY NO. 9 TO THE INTERSECTION OF A COUNTY ROAD
 OD1049'LEADING TO BLUE RIDGE, AND SITE OF BENCH MARK. BENCH MARK IS SET
 OD1049'HORIZONTALLY IN THE CENTER AND TOP OF THE EAST CONCRETE HEADWALL OF A
 OD1049'SPILLWAY. IT IS 27.0 YARDS SOUTH OF THE NORTH END OF A LARGE BANK CUT,
 OD1049'AND IN TANGENT LINE WITH THE CENTERLINE OF ROAD LEADING TO BLUE RIDGE.
 OD1049'IT IS 20.6 FEET EAST OF AND 0.6 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 OD1049
 OD1049                          STATION RECOVERY (2003)
 OD1049
 OD1049'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 OD1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0441 ***********************************************************************
 NC0441  DESIGNATION -  B 25
 NC0441  PID         -  NC0441
 NC0441  STATE/COUNTY-  NY/ERIE
 NC0441  USGS QUAD   -  BUFFALO NW (1965)
 NC0441
 NC0441                         *CURRENT SURVEY CONTROL
 NC0441  ___________________________________________________________________
 NC0441* NAD 83(1986)-  42 54 54.     (N)    078 54 06.     (W)     SCALED    
 NC0441* NAVD 88     -       176.332  (meters)     578.52   (feet)  ADJUSTED  
 NC0441  ___________________________________________________________________
 NC0441  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NC0441  DYNAMIC HT  -         176.286 (meters)     578.37  (feet)  COMP
 NC0441  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 NC0441
 NC0441  VERT ORDER  -  FIRST     CLASS 0
 NC0441
 NC0441.The horizontal coordinates were scaled from a topographic map and have
 NC0441.an estimated accuracy of +/- 6 seconds.
 NC0441
 NC0441.The orthometric height was determined by differential leveling
 NC0441.and adjusted by the National Geodetic Survey in June 1991..
 NC0441
 NC0441.The geoid height was determined by GEOID03.
 NC0441
 NC0441.The dynamic height is computed by dividing the NAVD 88
 NC0441.geopotential number by the normal gravity value computed on the
 NC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0441.degrees latitude (g = 980.6199 gals.).
 NC0441
 NC0441.The modeled gravity was interpolated from observed gravity values.
 NC0441
 NC0441;                    North         East    Units  Estimated Accuracy
 NC0441;SPC NY W     -   323,780.      324,010.      MT  (+/- 180 meters Scaled)
 NC0441
 NC0441                          SUPERSEDED SURVEY CONTROL
 NC0441
 NC0441  NGVD 29 (??/??/92)  176.492  (m)          579.04   (f) ADJ UNCH    1 0
 NC0441
 NC0441.Superseded values are not recommended for survey control.
 NC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0441.See file dsdata.txt to determine how the superseded data were derived.
 NC0441
 NC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH712535(NAD 83)
 NC0441_MARKER: B = BOLT
 NC0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0441_SP_SET: ABUTMENT
 NC0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0441
 NC0441  HISTORY     - Date     Condition        Report By
 NC0441  HISTORY     - UNK      MONUMENTED       CGS
 NC0441  HISTORY     - 1942     GOOD             NGS
 NC0441  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NC0441  HISTORY     - 1990     GOOD             USPSQD
 NC0441
 NC0441                          STATION DESCRIPTION
 NC0441
 NC0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NC0441'IN BUFFALO.
 NC0441'A BENCH MARK OF THE U.S. COAST AND GEODETIC SURVEY IS AT BUFFALO, ERIE
 NC0441'COUNTY, NEW YORK, AT THE EASTERLY ABUTMENT OF THE FERRY STREET BRIDGE
 NC0441'OVER THE BLACK ROCK CANAL LEADING TO SQUAW ISLAND, 5.75 FEET BELOW THE
 NC0441'TOP OF THE BRIDGE SEAT, 0.25 FOOT FROM THE SOUTH EDGE OF THE ABUTMENT,
 NC0441'NEAR LETTERS B.M. CHISELED IN THE CONCRETE, 3/4-FOOT ABOVE THE GROUND,
 NC0441'BEING HIGHEST POINT ON TOP OF A COPPER BOLT CEMENTED HORIZONTALLY INTO
 NC0441'THE FACE OF THE ABUTMENT.  THIS MARK CALLED FERRY STREET BY U.S. ARMY
 NC0441'ENGINEER DISTRICT, BUFFALO.
 NC0441
 NC0441                          STATION RECOVERY (1977)
 NC0441
 NC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0441'RECOVERED AS DESCRIBED.
 NC0441
 NC0441                          STATION RECOVERY (1990)
 NC0441
 NC0441'RECOVERY NOTE BY US POWER SQUADRON 1990 (EGE)
 NC0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0420 ***********************************************************************
 OF0420  DESIGNATION -  B 25
 OF0420  PID         -  OF0420
 OF0420  STATE/COUNTY-  NY/OSWEGO
 OF0420  USGS QUAD   -  NEW HAVEN (1982)
 OF0420
 OF0420                         *CURRENT SURVEY CONTROL
 OF0420  ___________________________________________________________________
 OF0420* NAD 83(1986)-  43 29 37.     (N)    076 18 44.     (W)     SCALED    
 OF0420* NAVD 88     -        94.068  (meters)     308.62   (feet)  ADJUSTED  
 OF0420  ___________________________________________________________________
 OF0420  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OF0420  DYNAMIC HT  -          94.048 (meters)     308.56  (feet)  COMP
 OF0420  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 OF0420
 OF0420  VERT ORDER  -  FIRST     CLASS II
 OF0420
 OF0420.The horizontal coordinates were scaled from a topographic map and have
 OF0420.an estimated accuracy of +/- 6 seconds.
 OF0420
 OF0420.The orthometric height was determined by differential leveling
 OF0420.and adjusted by the National Geodetic Survey in June 1991..
 OF0420
 OF0420.The geoid height was determined by GEOID03.
 OF0420
 OF0420.The dynamic height is computed by dividing the NAVD 88
 OF0420.geopotential number by the normal gravity value computed on the
 OF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0420.degrees latitude (g = 980.6199 gals.).
 OF0420
 OF0420.The modeled gravity was interpolated from observed gravity values.
 OF0420
 OF0420;                    North         East    Units  Estimated Accuracy
 OF0420;SPC NY C     -   388,040.      271,930.      MT  (+/- 180 meters Scaled)
 OF0420
 OF0420                          SUPERSEDED SURVEY CONTROL
 OF0420
 OF0420  NGVD 29 (??/??/92)   94.267  (m)          309.27   (f) ADJ UNCH    1 2
 OF0420
 OF0420.Superseded values are not recommended for survey control.
 OF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0420.See file dsdata.txt to determine how the superseded data were derived.
 OF0420
 OF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP939164(NAD 83)
 OF0420_MARKER: Z = SEE DESCRIPTION
 OF0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0420_SP_SET: VERTICAL RAIL
 OF0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0420
 OF0420  HISTORY     - Date     Condition        Report By
 OF0420  HISTORY     - UNK      MONUMENTED       CGS
 OF0420  HISTORY     - 1968     GOOD             NGS
 OF0420
 OF0420                          STATION DESCRIPTION
 OF0420
 OF0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0420'AT NEW HAVEN.
 OF0420'B 25--AT NEW HAVEN, OSWEGO COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 OF0420'8 POLES EAST OF THE STATION, IN FRONT OF MILEPOST P 13, AND 5-1/2
 OF0420'FEET NORTH OF THE NORTH RAIL. THE TOP OF A VERTICAL RAIL PROJECTING
 OF0420'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0757 ***********************************************************************
 KU0757  DESIGNATION -  B 25 BWS
 KU0757  PID         -  KU0757
 KU0757  STATE/COUNTY-  NY/SUFFOLK
 KU0757  USGS QUAD   -  PATCHOGUE (1967)
 KU0757
 KU0757                         *CURRENT SURVEY CONTROL
 KU0757  ___________________________________________________________________
 KU0757* NAD 83(1986)-  40 45 43.     (N)    073 00 54.     (W)     SCALED    
 KU0757* NAVD 88     -         5.221  (meters)      17.13   (feet)  ADJUSTED  
 KU0757  ___________________________________________________________________
 KU0757  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0757  DYNAMIC HT  -           5.219 (meters)      17.12  (feet)  COMP
 KU0757  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 KU0757
 KU0757  VERT ORDER  -  SECOND    CLASS 0
 KU0757
 KU0757.The horizontal coordinates were scaled from a topographic map and have
 KU0757.an estimated accuracy of +/- 6 seconds.
 KU0757
 KU0757.The orthometric height was determined by differential leveling
 KU0757.and adjusted by the National Geodetic Survey in June 1991..
 KU0757
 KU0757.The geoid height was determined by GEOID03.
 KU0757
 KU0757.The dynamic height is computed by dividing the NAVD 88
 KU0757.geopotential number by the normal gravity value computed on the
 KU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0757.degrees latitude (g = 980.6199 gals.).
 KU0757
 KU0757.The modeled gravity was interpolated from observed gravity values.
 KU0757
 KU0757;                    North         East    Units  Estimated Accuracy
 KU0757;SPC NY L     -    66,570.      383,170.      MT  (+/- 180 meters Scaled)
 KU0757
 KU0757                          SUPERSEDED SURVEY CONTROL
 KU0757
 KU0757  NGVD 29 (??/??/92)    5.542  (m)           18.18   (f) ADJ UNCH    2 0
 KU0757
 KU0757.Superseded values are not recommended for survey control.
 KU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0757.See file dsdata.txt to determine how the superseded data were derived.
 KU0757
 KU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL675142(NAD 83)
 KU0757_MARKER: X = CHISELED CROSS
 KU0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0757_SP_SET: STONE DOORSILL
 KU0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0757
 KU0757  HISTORY     - Date     Condition        Report By
 KU0757  HISTORY     - UNK      MONUMENTED       NY4170
 KU0757  HISTORY     - 1950     GOOD             NGS
 KU0757
 KU0757                          STATION DESCRIPTION
 KU0757
 KU0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0757'AT PATCHOGUE.
 KU0757'AT PATCHOGUE, SUFFOLK COUNTY, AT THE LONG ISLAND RAILROAD STATION,
 KU0757'4 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, AT THE
 KU0757'WEST DOOR, ON THE TOP OF THE NORTHEAST CORNER OF
 KU0757'THE STONE DOORSILL, AND 1.7 FEET ABOVE THE GROUND.  A CHISELED
 KU0757'CROSS.  NOTE-- THE CHARACTER OF THIS MARK WAS GIVEN AS A SQUARE
 KU0757'CUT IN SEPTEMBER 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1006 ***********************************************************************
 PG1006  DESIGNATION -  B 250
 PG1006  PID         -  PG1006
 PG1006  STATE/COUNTY-  NY/CLINTON
 PG1006  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1006
 PG1006                         *CURRENT SURVEY CONTROL
 PG1006  ___________________________________________________________________
 PG1006* NAD 83(1986)-  44 56 57.     (N)    073 51 13.     (W)     SCALED    
 PG1006* NAVD 88     -       321.178  (meters)    1053.73   (feet)  ADJUSTED  
 PG1006  ___________________________________________________________________
 PG1006  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 PG1006  DYNAMIC HT  -         321.160 (meters)    1053.67  (feet)  COMP
 PG1006  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 PG1006
 PG1006  VERT ORDER  -  SECOND    CLASS 0
 PG1006
 PG1006.The horizontal coordinates were scaled from a topographic map and have
 PG1006.an estimated accuracy of +/- 6 seconds.
 PG1006
 PG1006.The orthometric height was determined by differential leveling
 PG1006.and adjusted by the National Geodetic Survey in June 1991..
 PG1006
 PG1006.The geoid height was determined by GEOID03.
 PG1006
 PG1006.The dynamic height is computed by dividing the NAVD 88
 PG1006.geopotential number by the normal gravity value computed on the
 PG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1006.degrees latitude (g = 980.6199 gals.).
 PG1006
 PG1006.The modeled gravity was interpolated from observed gravity values.
 PG1006
 PG1006;                    North         East    Units  Estimated Accuracy
 PG1006;SPC NY E     -   679,430.      201,010.      MT  (+/- 180 meters Scaled)
 PG1006
 PG1006                          SUPERSEDED SURVEY CONTROL
 PG1006
 PG1006  NGVD 29 (??/??/??)  321.249  (m)         1053.96   (f) ADJUSTED    2 0
 PG1006
 PG1006.Superseded values are not recommended for survey control.
 PG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1006.See file dsdata.txt to determine how the superseded data were derived.
 PG1006
 PG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ904779(NAD 83)
 PG1006_MARKER: DB = BENCH MARK DISK
 PG1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1006_SP_SET: CULVERT
 PG1006_STAMPING: B 250 1942
 PG1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1006
 PG1006  HISTORY     - Date     Condition        Report By
 PG1006  HISTORY     - 1942     MONUMENTED       CGS
 PG1006  HISTORY     - 1963     MARK NOT FOUND   USGS
 PG1006
 PG1006                          STATION DESCRIPTION
 PG1006
 PG1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1006'4.6 MI W FROM ELLENBURG DEPOT.
 PG1006'TO REACH FROM THE RUTLAND RAILROAD STATION AT ELLENBURG DEPOT--
 PG1006'PROCEED 4.6 MILES WESTERLY ALONG THE RAILROAD TO THE SITE OF THE BENCH
 PG1006'MARK.  BENCH MARK IS ABOUT 48.0 FEET EAST OF A TELEGRAPH POLE WITH
 PG1006'OBLONG BLAZE, 18.0 FEET NORTH OF AND ABOUT 6.0 FEET BELOW THE
 PG1006'CENTERLINE OF THE TRACK.  IT IS SET HORIZONTALLY IN THE EAST END OF
 PG1006'THE NORTH ABUTMENT OF CULVERT.
 PG1006
 PG1006                          STATION RECOVERY (1963)
 PG1006
 PG1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PG1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0850 ***********************************************************************
 LY0850  DESIGNATION -  B 251
 LY0850  PID         -  LY0850
 LY0850  STATE/COUNTY-  NY/ORANGE
 LY0850  USGS QUAD   -  UNIONVILLE (1969)
 LY0850
 LY0850                         *CURRENT SURVEY CONTROL
 LY0850  ___________________________________________________________________
 LY0850* NAD 83(1986)-  41 18 37.     (N)    074 32 51.     (W)     SCALED    
 LY0850* NAVD 88     -       191.006  (meters)     626.66   (feet)  ADJUSTED  
 LY0850  ___________________________________________________________________
 LY0850  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0850  DYNAMIC HT  -         190.928 (meters)     626.40  (feet)  COMP
 LY0850  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 LY0850
 LY0850  VERT ORDER  -  SECOND    CLASS 0
 LY0850
 LY0850.The horizontal coordinates were scaled from a topographic map and have
 LY0850.an estimated accuracy of +/- 6 seconds.
 LY0850
 LY0850.The orthometric height was determined by differential leveling
 LY0850.and adjusted by the National Geodetic Survey in June 1991..
 LY0850
 LY0850.The geoid height was determined by GEOID03.
 LY0850
 LY0850.The dynamic height is computed by dividing the NAVD 88
 LY0850.geopotential number by the normal gravity value computed on the
 LY0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0850.degrees latitude (g = 980.6199 gals.).
 LY0850
 LY0850.The modeled gravity was interpolated from observed gravity values.
 LY0850
 LY0850;                    North         East    Units  Estimated Accuracy
 LY0850;SPC NY E     -   275,000.      146,020.      MT  (+/- 180 meters Scaled)
 LY0850
 LY0850                          SUPERSEDED SURVEY CONTROL
 LY0850
 LY0850  NGVD 29 (??/??/92)  191.208  (m)          627.32   (f) ADJ UNCH    2 0
 LY0850
 LY0850.Superseded values are not recommended for survey control.
 LY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0850.See file dsdata.txt to determine how the superseded data were derived.
 LY0850
 LY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL378733(NAD 83)
 LY0850_MARKER: DB = BENCH MARK DISK
 LY0850_SETTING: 0 = UNSPECIFIED SETTING
 LY0850_STAMPING: B 251 1942
 LY0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0850
 LY0850  HISTORY     - Date     Condition        Report By
 LY0850  HISTORY     - 1942     MONUMENTED       CGS
 LY0850
 LY0850                          STATION DESCRIPTION
 LY0850
 LY0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0850'1.2 MI NE FROM UNIONVILLE.
 LY0850'1.2 MILE NORTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 LY0850'UNIONVILLE, ORANGE COUNTY, THENCE 1.0 MILE NORTHEAST ALONG A
 LY0850'GRAVEL ROAD, 106 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LY0850'FRAME FARMHOUSE, 98 FEET SOUTH OF THE NORTHEAST CORNER OF A BARN,
 LY0850'31 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 1.6 FEET
 LY0850'SOUTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0504 ***********************************************************************
 LY0504  DESIGNATION -  B 252
 LY0504  PID         -  LY0504
 LY0504  STATE/COUNTY-  NY/ORANGE
 LY0504  USGS QUAD   -  PINE ISLAND (1969)
 LY0504
 LY0504                         *CURRENT SURVEY CONTROL
 LY0504  ___________________________________________________________________
 LY0504* NAD 83(1986)-  41 18 53.     (N)    074 29 24.     (W)     SCALED    
 LY0504* NAVD 88     -       118.684  (meters)     389.38   (feet)  ADJUSTED  
 LY0504  ___________________________________________________________________
 LY0504  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0504  DYNAMIC HT  -         118.637 (meters)     389.23  (feet)  COMP
 LY0504  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 LY0504
 LY0504  VERT ORDER  -  SECOND    CLASS 0
 LY0504
 LY0504.The horizontal coordinates were scaled from a topographic map and have
 LY0504.an estimated accuracy of +/- 6 seconds.
 LY0504
 LY0504.The orthometric height was determined by differential leveling
 LY0504.and adjusted by the National Geodetic Survey in June 1991..
 LY0504
 LY0504.The geoid height was determined by GEOID03.
 LY0504
 LY0504.The dynamic height is computed by dividing the NAVD 88
 LY0504.geopotential number by the normal gravity value computed on the
 LY0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0504.degrees latitude (g = 980.6199 gals.).
 LY0504
 LY0504.The modeled gravity was interpolated from observed gravity values.
 LY0504
 LY0504;                    North         East    Units  Estimated Accuracy
 LY0504;SPC NY E     -   275,500.      150,840.      MT  (+/- 180 meters Scaled)
 LY0504
 LY0504                          SUPERSEDED SURVEY CONTROL
 LY0504
 LY0504  NGVD 29 (??/??/92)  118.896  (m)          390.08   (f) ADJ UNCH    2 0
 LY0504
 LY0504.Superseded values are not recommended for survey control.
 LY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0504.See file dsdata.txt to determine how the superseded data were derived.
 LY0504
 LY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL426738(NAD 83)
 LY0504_MARKER: DB = BENCH MARK DISK
 LY0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0504_SP_SET: BRIDGE
 LY0504_STAMPING: B 252 1942
 LY0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0504
 LY0504  HISTORY     - Date     Condition        Report By
 LY0504  HISTORY     - 1942     MONUMENTED       CGS
 LY0504  HISTORY     - 1970     GOOD             USDA
 LY0504
 LY0504                          STATION DESCRIPTION
 LY0504
 LY0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0504'2.3 MI NW FROM PINE ISLAND.
 LY0504'ABOUT 2.3 MILES NORTHWEST ALONG A PAVED ROAD FROM THE ERIE
 LY0504'RAILROAD STATION AT PINE ISLAND, ORANGE COUNTY, AT A CONCRETE
 LY0504'BRIDGE, IN THE TOP OF THE SOUTHWEST WING WALL, AND 19 FEET
 LY0504'WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 LY0504'B 252 1942.
 LY0504
 LY0504                          STATION RECOVERY (1970)
 LY0504
 LY0504'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1970
 LY0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0505 ***********************************************************************
 LY0505  DESIGNATION -  B 252 RESET 1956
 LY0505  PID         -  LY0505
 LY0505  STATE/COUNTY-  NY/ORANGE
 LY0505  USGS QUAD   -  PINE ISLAND (1969)
 LY0505
 LY0505                         *CURRENT SURVEY CONTROL
 LY0505  ___________________________________________________________________
 LY0505* NAD 83(1986)-  41 18 53.     (N)    074 29 24.     (W)     SCALED    
 LY0505* NAVD 88     -       120.44   (+/-2cm)     395.1    (feet)  VERTCON   
 LY0505  ___________________________________________________________________
 LY0505  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0505
 LY0505  VERT ORDER  -  THIRD (See Below)
 LY0505
 LY0505.The horizontal coordinates were scaled from a topographic map and have
 LY0505.an estimated accuracy of +/- 6 seconds.
 LY0505
 LY0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0505.The vertical order pertains to the NGVD 29 superseded value.
 LY0505
 LY0505.The geoid height was determined by GEOID03.
 LY0505
 LY0505;                    North         East    Units  Estimated Accuracy
 LY0505;SPC NY E     -   275,500.      150,840.      MT  (+/- 180 meters Scaled)
 LY0505
 LY0505                          SUPERSEDED SURVEY CONTROL
 LY0505
 LY0505  NGVD 29 (??/??/??)  120.65   (m)          395.8    (f) RESET       3  
 LY0505
 LY0505.Superseded values are not recommended for survey control.
 LY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0505.See file dsdata.txt to determine how the superseded data were derived.
 LY0505
 LY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL426738(NAD 83)
 LY0505_MARKER: DB = BENCH MARK DISK
 LY0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0505_SP_SET: ABUTMENT
 LY0505_STAMPING: B 252 RESET 1956
 LY0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0505+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 LY0505
 LY0505  HISTORY     - Date     Condition        Report By
 LY0505  HISTORY     - 1956     MONUMENTED       LOCENG
 LY0505  HISTORY     - 1985     GOOD             USPSQD
 LY0505  HISTORY     - 20020716 GOOD             DUCKS
 LY0505
 LY0505                          STATION DESCRIPTION
 LY0505
 LY0505'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 LY0505'2.3 MI NW FROM PINE ISLAND.
 LY0505'THIS MARK IS LOCATED 2.3 MILES NORTHWESTERLY ALONG A PAVED ROAD
 LY0505'KNOWN AS COUNTY ROAD NO. 1 FROM THE ERIE RAILROAD STATION AT
 LY0505'PINE ISLAND, ON THE NORTHEAST CORNER OF THE NORTH ABUTMENT OF A
 LY0505'CONCRETE BRIDGE OVER THE WALLKILL RIVER, 17 FEET EAST OF THE
 LY0505'CENTERLINE OF THE ROAD AND ABOUT 0.7 FOOT HIGHER THAN THE ROAD.
 LY0505
 LY0505                          STATION RECOVERY (1985)
 LY0505
 LY0505'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0505'RECOVERED ALONG ORANGE COUNTY HWY. 1, ON TOP OF NORTHEAST BRIDGE
 LY0505'ABUTMENT, 5 FEET SOUTH OF WITNESS POST.
 LY0505
 LY0505                          STATION RECOVERY (2002)
 LY0505
 LY0505'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 LY0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0528 ***********************************************************************
 LY0528  DESIGNATION -  B 253
 LY0528  PID         -  LY0528
 LY0528  STATE/COUNTY-  NY/ORANGE
 LY0528  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0528
 LY0528                         *CURRENT SURVEY CONTROL
 LY0528  ___________________________________________________________________
 LY0528* NAD 83(1986)-  41 14 32.     (N)    074 17 40.     (W)     SCALED    
 LY0528* NAVD 88     -       314.696  (meters)    1032.47   (feet)  ADJUSTED  
 LY0528  ___________________________________________________________________
 LY0528  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY0528  DYNAMIC HT  -         314.566 (meters)    1032.04  (feet)  COMP
 LY0528  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 LY0528
 LY0528  VERT ORDER  -  SECOND    CLASS 0
 LY0528
 LY0528.The horizontal coordinates were scaled from a topographic map and have
 LY0528.an estimated accuracy of +/- 6 seconds.
 LY0528
 LY0528.The orthometric height was determined by differential leveling
 LY0528.and adjusted by the National Geodetic Survey in June 1991..
 LY0528
 LY0528.The geoid height was determined by GEOID03.
 LY0528
 LY0528.The dynamic height is computed by dividing the NAVD 88
 LY0528.geopotential number by the normal gravity value computed on the
 LY0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0528.degrees latitude (g = 980.6199 gals.).
 LY0528
 LY0528.The modeled gravity was interpolated from observed gravity values.
 LY0528
 LY0528;                    North         East    Units  Estimated Accuracy
 LY0528;SPC NY E     -   267,470.      167,230.      MT  (+/- 180 meters Scaled)
 LY0528
 LY0528                          SUPERSEDED SURVEY CONTROL
 LY0528
 LY0528  NGVD 29 (??/??/92)  314.934  (m)         1033.25   (f) ADJ UNCH    2 0
 LY0528
 LY0528.Superseded values are not recommended for survey control.
 LY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0528.See file dsdata.txt to determine how the superseded data were derived.
 LY0528
 LY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591658(NAD 83)
 LY0528_MARKER: DB = BENCH MARK DISK
 LY0528_SETTING: 66 = SET IN ROCK OUTCROP
 LY0528_SP_SET: ROCK LEDGE
 LY0528_STAMPING: B 253 1942
 LY0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0528+STABILITY: POSITION/ELEVATION WELL
 LY0528
 LY0528  HISTORY     - Date     Condition        Report By
 LY0528  HISTORY     - 1942     MONUMENTED       CGS
 LY0528
 LY0528                          STATION DESCRIPTION
 LY0528
 LY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0528'1 MI E FROM BELLVALE.
 LY0528'1.0 MILE EAST ALONG STATE HIGHWAY 17A FROM THE POST OFFICE AT
 LY0528'BELLVALE, ORANGE COUNTY 25 FEET SOUTHWAST OF THE CENTERLINE
 LY0528'OF THE HIGHWAY, 25.5 FEET NORTHEAST OF A TRIANGULAR-BLAZED
 LY0528'15-INCH OAK TREE, 41 FEET WEST OF A TRIANGULAR-BLAZED 10-INCH
 LY0528'OAK TREE, IN A ROCK LEDGE IN A CUT, AND ABOUT 4 FEET HIGHER THAN
 LY0528'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0212 ***********************************************************************
 LY0212  DESIGNATION -  B 254
 LY0212  PID         -  LY0212
 LY0212  STATE/COUNTY-  NY/ORANGE
 LY0212  USGS QUAD   -  PINE BUSH (1956)
 LY0212
 LY0212                         *CURRENT SURVEY CONTROL
 LY0212  ___________________________________________________________________
 LY0212* NAD 83(1986)-  41 35 55.     (N)    074 18 00.     (W)     SCALED    
 LY0212* NAVD 88     -       117.018  (meters)     383.92   (feet)  ADJUSTED  
 LY0212  ___________________________________________________________________
 LY0212  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY0212  DYNAMIC HT  -         116.973 (meters)     383.77  (feet)  COMP
 LY0212  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 LY0212
 LY0212  VERT ORDER  -  SECOND    CLASS 0
 LY0212
 LY0212.The horizontal coordinates were scaled from a topographic map and have
 LY0212.an estimated accuracy of +/- 6 seconds.
 LY0212
 LY0212.The orthometric height was determined by differential leveling
 LY0212.and adjusted by the National Geodetic Survey in June 1991..
 LY0212
 LY0212.The geoid height was determined by GEOID03.
 LY0212
 LY0212.The dynamic height is computed by dividing the NAVD 88
 LY0212.geopotential number by the normal gravity value computed on the
 LY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0212.degrees latitude (g = 980.6199 gals.).
 LY0212
 LY0212.The modeled gravity was interpolated from observed gravity values.
 LY0212
 LY0212;                    North         East    Units  Estimated Accuracy
 LY0212;SPC NY E     -   307,040.      166,670.      MT  (+/- 180 meters Scaled)
 LY0212
 LY0212                          SUPERSEDED SURVEY CONTROL
 LY0212
 LY0212  NGVD 29 (??/??/92)  117.246  (m)          384.66   (f) ADJ UNCH    2 0
 LY0212
 LY0212.Superseded values are not recommended for survey control.
 LY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0212.See file dsdata.txt to determine how the superseded data were derived.
 LY0212
 LY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM583054(NAD 83)
 LY0212_MARKER: DB = BENCH MARK DISK
 LY0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0212_STAMPING: B 254 1942
 LY0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0212+STABILITY: SURFACE MOTION
 LY0212
 LY0212  HISTORY     - Date     Condition        Report By
 LY0212  HISTORY     - 1942     MONUMENTED       CGS
 LY0212
 LY0212                          STATION DESCRIPTION
 LY0212
 LY0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0212'0.7 MI SW FROM PINE BUSH.
 LY0212'THIS MARK IS ALONG THE MIDDLETOWN AND CRAWFORD BRANCH OF THE ERIE
 LY0212'RAILROAD, ABOUT 0.7 MILE SOUTHWEST OF THE STATION AT PINE BUSH,
 LY0212'ORANGE COUNTY, AT A GRAVEL ROAD CROSSING, 32 FEET NORTHEAST OF
 LY0212'THE CENTER LINE OF THE ROAD, 24.6 FEET SOUTHEAST OF THE SOUTHEAST
 LY0212'RAIL, 34.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 LY0212'FARM HOUSE, BETWEEN THE DRIVEWAY AND THE TRACKS, 11.5 FEET NORTH
 LY0212'OF A 22-INCH OAK TREE, AND IS A STANDARD DISK SET IN THE TOP OF A
 LY0212'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0192 ***********************************************************************
 LY0192  DESIGNATION -  B 255
 LY0192  PID         -  LY0192
 LY0192  STATE/COUNTY-  NY/ULSTER
 LY0192  USGS QUAD   -  ROSENDALE (1980)
 LY0192
 LY0192                         *CURRENT SURVEY CONTROL
 LY0192  ___________________________________________________________________
 LY0192* NAD 83(1986)-  41 46 00.     (N)    074 04 40.     (W)     SCALED    
 LY0192* NAVD 88     -        67.069  (meters)     220.04   (feet)  ADJUSTED  
 LY0192  ___________________________________________________________________
 LY0192  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY0192  DYNAMIC HT  -          67.044 (meters)     219.96  (feet)  COMP
 LY0192  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 LY0192
 LY0192  VERT ORDER  -  SECOND    CLASS 0
 LY0192
 LY0192.The horizontal coordinates were scaled from a topographic map and have
 LY0192.an estimated accuracy of +/- 6 seconds.
 LY0192
 LY0192.The orthometric height was determined by differential leveling
 LY0192.and adjusted by the National Geodetic Survey in June 1991..
 LY0192
 LY0192.The geoid height was determined by GEOID03.
 LY0192
 LY0192.The dynamic height is computed by dividing the NAVD 88
 LY0192.geopotential number by the normal gravity value computed on the
 LY0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0192.degrees latitude (g = 980.6199 gals.).
 LY0192
 LY0192.The modeled gravity was interpolated from observed gravity values.
 LY0192
 LY0192;                    North         East    Units  Estimated Accuracy
 LY0192;SPC NY E     -   325,770.      185,110.      MT  (+/- 180 meters Scaled)
 LY0192
 LY0192                          SUPERSEDED SURVEY CONTROL
 LY0192
 LY0192  NGVD 29 (??/??/92)   67.321  (m)          220.87   (f) ADJ UNCH    2 0
 LY0192
 LY0192.Superseded values are not recommended for survey control.
 LY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0192.See file dsdata.txt to determine how the superseded data were derived.
 LY0192
 LY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM766242(NAD 83)
 LY0192_MARKER: DB = BENCH MARK DISK
 LY0192_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LY0192_SP_SET: BOULDER
 LY0192_STAMPING: B 255 1942
 LY0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0192
 LY0192  HISTORY     - Date     Condition        Report By
 LY0192  HISTORY     - 1942     MONUMENTED       CGS
 LY0192  HISTORY     - 1990     GOOD             USPSQD
 LY0192  HISTORY     - 19970329 GOOD             USPSQD
 LY0192
 LY0192                          STATION DESCRIPTION
 LY0192
 LY0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0192'1.8 MI N FROM NEW PALTZ.
 LY0192'THIS MARK IS ABOUT 1.8 MILES NORTH ALONG HIGHWAY 32 FROM THE
 LY0192'WALLKILL RIVER BRIDGE AT NEW PALTZ, ULSTER COUNTY, ABOUT 0.2 MILE
 LY0192'NORTH OF A SINCLAIR SERVICE STATION, 200 FEET SOUTH OF A FARM
 LY0192'ROAD INTERSECTION, 66.5 FEET EAST OF THE CENTER LINE OF THE
 LY0192'HIGHWAY, BETWEEN A HICKORY TREE AND A 20-INCH MAPLE TREE, 5.5
 LY0192'FEET HIGHER THAN THE CENTER OF THE ROAD LEVEL, SET IN THE TOP
 LY0192'OF AN OUTCROPPING BOULDER AND IS A STANDARD DISK SET IN A DRILL
 LY0192'HOLE.
 LY0192
 LY0192                          STATION RECOVERY (1990)
 LY0192
 LY0192'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 LY0192'RECOVERED IN GOOD CONDITION.
 LY0192
 LY0192                          STATION RECOVERY (1997)
 LY0192
 LY0192'RECOVERY NOTE BY US POWER SQUADRON 1997
 LY0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0177 ***********************************************************************
 LY0177  DESIGNATION -  B 256
 LY0177  PID         -  LY0177
 LY0177  STATE/COUNTY-  NY/ULSTER
 LY0177  USGS QUAD   -  GARDINER (1957)
 LY0177
 LY0177                         *CURRENT SURVEY CONTROL
 LY0177  ___________________________________________________________________
 LY0177* NAD 83(1986)-  41 40 37.     (N)    074 12 56.     (W)     SCALED    
 LY0177* NAVD 88     -        81.011  (meters)     265.78   (feet)  ADJUSTED  
 LY0177  ___________________________________________________________________
 LY0177  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY0177  DYNAMIC HT  -          80.980 (meters)     265.68  (feet)  COMP
 LY0177  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 LY0177
 LY0177  VERT ORDER  -  SECOND    CLASS 0
 LY0177
 LY0177.The horizontal coordinates were scaled from a topographic map and have
 LY0177.an estimated accuracy of +/- 6 seconds.
 LY0177
 LY0177.The orthometric height was determined by differential leveling
 LY0177.and adjusted by the National Geodetic Survey in June 1991..
 LY0177
 LY0177.The geoid height was determined by GEOID03.
 LY0177
 LY0177.The dynamic height is computed by dividing the NAVD 88
 LY0177.geopotential number by the normal gravity value computed on the
 LY0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0177.degrees latitude (g = 980.6199 gals.).
 LY0177
 LY0177.The modeled gravity was interpolated from observed gravity values.
 LY0177
 LY0177;                    North         East    Units  Estimated Accuracy
 LY0177;SPC NY E     -   315,760.      173,680.      MT  (+/- 180 meters Scaled)
 LY0177
 LY0177                          SUPERSEDED SURVEY CONTROL
 LY0177
 LY0177  NGVD 29 (??/??/92)   81.247  (m)          266.56   (f) ADJ UNCH    2 0
 LY0177
 LY0177.Superseded values are not recommended for survey control.
 LY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0177.See file dsdata.txt to determine how the superseded data were derived.
 LY0177
 LY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM652142(NAD 83)
 LY0177_MARKER: DB = BENCH MARK DISK
 LY0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0177_STAMPING: B 256 1942
 LY0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0177+STABILITY: SURFACE MOTION
 LY0177
 LY0177  HISTORY     - Date     Condition        Report By
 LY0177  HISTORY     - 1942     MONUMENTED       CGS
 LY0177
 LY0177                          STATION DESCRIPTION
 LY0177
 LY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0177'8.4 MI SW FROM NEW PALTZ.
 LY0177'THIS MARK IS ALONG A TAR ROAD ABOUT 8.45 MILES SOUTHWEST OF THE
 LY0177'WALLKILL RIVER BRIDGE AT NEW PALTZ, ULSTER COUNTY, 65.5 FEET
 LY0177'NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED SHINGLE COVERED
 LY0177'HOUSE, AT THE WEST CORNER OF A CULTIVATED FIELD, 22 FEET
 LY0177'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A
 LY0177'WIRE FENCE, 1 1/2 FEET NORTHWEST OF A STANDARD REFERENCE POST,
 LY0177'AND IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 LY0177'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0644 ***********************************************************************
 NA0644  DESIGNATION -  B 257
 NA0644  PID         -  NA0644
 NA0644  STATE/COUNTY-  NY/DELAWARE
 NA0644  USGS QUAD   -  MARGARETVILLE (1982)
 NA0644
 NA0644                         *CURRENT SURVEY CONTROL
 NA0644  ___________________________________________________________________
 NA0644* NAD 83(1986)-  42 09 23.     (N)    074 41 19.     (W)     SCALED    
 NA0644* NAVD 88     -       425.309  (meters)    1395.37   (feet)  ADJUSTED  
 NA0644  ___________________________________________________________________
 NA0644  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NA0644  DYNAMIC HT  -         425.159 (meters)    1394.88  (feet)  COMP
 NA0644  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 NA0644
 NA0644  VERT ORDER  -  SECOND    CLASS 0
 NA0644
 NA0644.The horizontal coordinates were scaled from a topographic map and have
 NA0644.an estimated accuracy of +/- 6 seconds.
 NA0644
 NA0644.The orthometric height was determined by differential leveling
 NA0644.and adjusted by the National Geodetic Survey in June 1991..
 NA0644
 NA0644.The geoid height was determined by GEOID03.
 NA0644
 NA0644.The dynamic height is computed by dividing the NAVD 88
 NA0644.geopotential number by the normal gravity value computed on the
 NA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0644.degrees latitude (g = 980.6199 gals.).
 NA0644
 NA0644.The modeled gravity was interpolated from observed gravity values.
 NA0644
 NA0644;                    North         East    Units  Estimated Accuracy
 NA0644;SPC NY E     -   368,990.      134,410.      MT  (+/- 180 meters Scaled)
 NA0644
 NA0644                          SUPERSEDED SURVEY CONTROL
 NA0644
 NA0644  NGVD 29 (??/??/92)  425.480  (m)         1395.93   (f) ADJ UNCH    2 0
 NA0644
 NA0644.Superseded values are not recommended for survey control.
 NA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0644.See file dsdata.txt to determine how the superseded data were derived.
 NA0644
 NA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM257671(NAD 83)
 NA0644_MARKER: DB = BENCH MARK DISK
 NA0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0644_SP_SET: BUILDING
 NA0644_STAMPING: B-257 1942
 NA0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0644
 NA0644  HISTORY     - Date     Condition        Report By
 NA0644  HISTORY     - 1942     MONUMENTED       CGS
 NA0644
 NA0644                          STATION DESCRIPTION
 NA0644
 NA0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0644'1.5 MI N FROM DUNRAVEN.
 NA0644'1.0 MILE NORTH ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 NA0644'DUNRAVEN, THENCE 0.5 MILE NORTH ALONG THE COUNTY ROAD, SET IN THE
 NA0644'SOUTHWEST FACE AT
 NA0644'THE SOUTH CORNER OF THE LARGE STOCK BARN OWNED BY MRS. ZIBA SANFORD,
 NA0644'61 FEET SOUTHEAST OF THE CENTER-LINE OF THE ROAD, 12.6 FEET NORTHWEST
 NA0644'OF THE NORTHWEST EDGE OF THE SOUTHWEST ENTRANCE TO BARN, 1 FOOT ABOVE
 NA0644'GROUND LEVEL.  A STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0600 ***********************************************************************
 NA0600  DESIGNATION -  B 258
 NA0600  PID         -  NA0600
 NA0600  STATE/COUNTY-  NY/DELAWARE
 NA0600  USGS QUAD   -  BLOOMVILLE (1981)
 NA0600
 NA0600                         *CURRENT SURVEY CONTROL
 NA0600  ___________________________________________________________________
 NA0600* NAD 83(1986)-  42 16 53.     (N)    074 46 26.     (W)     SCALED    
 NA0600* NAVD 88     -       550.311  (meters)    1805.48   (feet)  ADJUSTED  
 NA0600  ___________________________________________________________________
 NA0600  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 NA0600  DYNAMIC HT  -         550.110 (meters)    1804.82  (feet)  COMP
 NA0600  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 NA0600
 NA0600  VERT ORDER  -  SECOND    CLASS 0
 NA0600
 NA0600.The horizontal coordinates were scaled from a topographic map and have
 NA0600.an estimated accuracy of +/- 6 seconds.
 NA0600
 NA0600.The orthometric height was determined by differential leveling
 NA0600.and adjusted by the National Geodetic Survey in June 1991..
 NA0600
 NA0600.The geoid height was determined by GEOID03.
 NA0600
 NA0600.The dynamic height is computed by dividing the NAVD 88
 NA0600.geopotential number by the normal gravity value computed on the
 NA0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0600.degrees latitude (g = 980.6199 gals.).
 NA0600
 NA0600.The modeled gravity was interpolated from observed gravity values.
 NA0600
 NA0600;                    North         East    Units  Estimated Accuracy
 NA0600;SPC NY E     -   382,890.      127,410.      MT  (+/- 180 meters Scaled)
 NA0600
 NA0600                          SUPERSEDED SURVEY CONTROL
 NA0600
 NA0600  NGVD 29 (??/??/92)  550.473  (m)         1806.01   (f) ADJ UNCH    2 0
 NA0600
 NA0600.Superseded values are not recommended for survey control.
 NA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0600.See file dsdata.txt to determine how the superseded data were derived.
 NA0600
 NA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM186810(NAD 83)
 NA0600_MARKER: DB = BENCH MARK DISK
 NA0600_SETTING: 80 = SET IN A BOULDER
 NA0600_SP_SET: BOULDER
 NA0600_STAMPING: B-258 1942
 NA0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0600+STABILITY: SURFACE MOTION
 NA0600
 NA0600  HISTORY     - Date     Condition        Report By
 NA0600  HISTORY     - 1942     MONUMENTED       CGS
 NA0600
 NA0600                          STATION DESCRIPTION
 NA0600
 NA0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0600'1.7 MI N FROM BOVINA CENTER.
 NA0600'1.7 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT BOVINA
 NA0600'CENTER, SET IN THE TOP OF A BOULDER LOCATED ON THE EAST SLOPE OF A
 NA0600'HILL, 54.5 FEET NORTHWEST OF THE CENTER-LINE OF THE SOUTHWEST END OF
 NA0600'A CONCRETE CULVERT UNDER THE ROAD AND IN A CURVE, 37 FEET
 NA0600'SOUTHWEST OF THE CENTER-LINE OF THE ROAD, 28 FEET SOUTHEAST OF THE
 NA0600'FENCE THAT IS IN LINE WITH A ROW OF PINE TREES, 18 FEET SOUTHWEST OF
 NA0600'THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH ROAD.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0377 ***********************************************************************
 NA0377  DESIGNATION -  B 259 RESET 1947
 NA0377  PID         -  NA0377
 NA0377  STATE/COUNTY-  NY/GREENE
 NA0377  USGS QUAD   -  PRATTSVILLE (1945)
 NA0377
 NA0377                         *CURRENT SURVEY CONTROL
 NA0377  ___________________________________________________________________
 NA0377* NAD 83(1986)-  42 18 40.     (N)    074 24 19.     (W)     SCALED    
 NA0377* NAVD 88     -       373.85   (+/-2cm)    1226.5    (feet)  VERTCON   
 NA0377  ___________________________________________________________________
 NA0377  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NA0377
 NA0377  VERT ORDER  -  THIRD (See Below)
 NA0377
 NA0377.The horizontal coordinates were scaled from a topographic map and have
 NA0377.an estimated accuracy of +/- 6 seconds.
 NA0377
 NA0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0377.The vertical order pertains to the NGVD 29 superseded value.
 NA0377
 NA0377.The geoid height was determined by GEOID03.
 NA0377
 NA0377;                    North         East    Units  Estimated Accuracy
 NA0377;SPC NY E     -   386,160.      157,810.      MT  (+/- 180 meters Scaled)
 NA0377
 NA0377                          SUPERSEDED SURVEY CONTROL
 NA0377
 NA0377  NGVD 29 (09/01/04)  374.04   (m)         1227.2    (f) RESET       3  
 NA0377
 NA0377.Superseded values are not recommended for survey control.
 NA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0377.See file dsdata.txt to determine how the superseded data were derived.
 NA0377
 NA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM490844(NAD 83)
 NA0377_MARKER: DB = BENCH MARK DISK
 NA0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0377_SP_SET: CULVERT
 NA0377_STAMPING: B 259 RESET 1947
 NA0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0377
 NA0377  HISTORY     - Date     Condition        Report By
 NA0377  HISTORY     - 1947     MONUMENTED       CGS
 NA0377  HISTORY     - 1948     GOOD             NGS
 NA0377
 NA0377                          STATION DESCRIPTION
 NA0377
 NA0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NA0377'1.9 MI SE FROM PRATTSVILLE.
 NA0377'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 23 FROM THE SCHOOL AT
 NA0377'PRATTSVILLE, GREENE COUNTY, ABOUT 0.8 MILES EAST OF THE JUNCTION OF
 NA0377'STATE HIGHWAY 23 A, ABOUT 250 FEET EAST OF THE SERVICE STATION AT THE
 NA0377'COZY HOLLOW TOURIST CAMP, AT A 12- BY 5-FOOT CONCRETE-BOX CULVERT,
 NA0377'AND IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD DISK, STAMPED B
 NA0377'259 RESET 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0589 ***********************************************************************
 OF0589  DESIGNATION -  B 26
 OF0589  PID         -  OF0589
 OF0589  STATE/COUNTY-  NY/OSWEGO
 OF0589  USGS QUAD   -  OSWEGO WEST (1978)
 OF0589
 OF0589                         *CURRENT SURVEY CONTROL
 OF0589  ___________________________________________________________________
 OF0589* NAD 83(1986)-  43 23 46.     (N)    076 32 08.     (W)     SCALED    
 OF0589* NAVD 88     -       109.854  (meters)     360.41   (feet)  ADJUSTED  
 OF0589  ___________________________________________________________________
 OF0589  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OF0589  DYNAMIC HT  -         109.831 (meters)     360.34  (feet)  COMP
 OF0589  MODELED GRAV-     980,408.3   (mgal)                       NAVD 88
 OF0589
 OF0589  VERT ORDER  -  FIRST     CLASS II
 OF0589
 OF0589.The horizontal coordinates were scaled from a topographic map and have
 OF0589.an estimated accuracy of +/- 6 seconds.
 OF0589
 OF0589.The orthometric height was determined by differential leveling
 OF0589.and adjusted by the National Geodetic Survey in June 1991..
 OF0589
 OF0589.The geoid height was determined by GEOID03.
 OF0589
 OF0589.The dynamic height is computed by dividing the NAVD 88
 OF0589.geopotential number by the normal gravity value computed on the
 OF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0589.degrees latitude (g = 980.6199 gals.).
 OF0589
 OF0589.The modeled gravity was interpolated from observed gravity values.
 OF0589
 OF0589;                    North         East    Units  Estimated Accuracy
 OF0589;SPC NY C     -   377,180.      253,870.      MT  (+/- 180 meters Scaled)
 OF0589
 OF0589                          SUPERSEDED SURVEY CONTROL
 OF0589
 OF0589  NGVD 29 (??/??/92)  110.054  (m)          361.07   (f) ADJ UNCH    1 2
 OF0589
 OF0589.Superseded values are not recommended for survey control.
 OF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0589.See file dsdata.txt to determine how the superseded data were derived.
 OF0589
 OF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP756059(NAD 83)
 OF0589_MARKER: Q = CHISELED SQUARE
 OF0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0589_SP_SET: SEMAPHORE
 OF0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0589
 OF0589  HISTORY     - Date     Condition        Report By
 OF0589  HISTORY     - UNK      MONUMENTED       CGS
 OF0589  HISTORY     - 1935     GOOD             NGS
 OF0589
 OF0589                          STATION DESCRIPTION
 OF0589
 OF0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF0589'AT FURNISS.
 OF0589'B 26 -- AT FURNISS, OSWEGO COUNTY, ON THE NEW YORK CENTRAL
 OF0589'RAILROAD, 1-1/2 POLES SOUTH OF ROAD CROSSING 203, 5 FEET NORTH
 OF0589'OF THE SOUTH WINDOW OF THE TICKET ALCOVE, 16-1/2 FEET EAST OF THE
 OF0589'EAST RAIL OF THE EAST TRACK, AND ON THE NORTH SIDE OF THE CAST-IRON
 OF0589'BASE OF THE SEMAPHORE. A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0920 ***********************************************************************
 LY0920  DESIGNATION -  B 260
 LY0920  PID         -  LY0920
 LY0920  STATE/COUNTY-  NY/SULLIVAN
 LY0920  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0920
 LY0920                         *CURRENT SURVEY CONTROL
 LY0920  ___________________________________________________________________
 LY0920* NAD 83(1986)-  41 53 56.     (N)    074 49 44.     (W)     SCALED    
 LY0920* NAVD 88     -       436.523  (meters)    1432.16   (feet)  POSTED    
 LY0920  ___________________________________________________________________
 LY0920  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LY0920  DYNAMIC HT  -         436.360 (meters)    1431.62  (feet)  COMP
 LY0920  MODELED GRAV-     980,231.8   (mgal)                       NAVD 88
 LY0920
 LY0920  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0920
 LY0920.The horizontal coordinates were scaled from a topographic map and have
 LY0920.an estimated accuracy of +/- 6 seconds.
 LY0920
 LY0920.The orthometric height was determined by differential leveling
 LY0920.and adjusted by the National Geodetic Survey in 1992..
 LY0920.No vertical observational check was made to the station.
 LY0920.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0920.was located on a no-check spur therefore a value was not computed.
 LY0920
 LY0920.The geoid height was determined by GEOID03.
 LY0920
 LY0920.The dynamic height is computed by dividing the NAVD 88
 LY0920.geopotential number by the normal gravity value computed on the
 LY0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0920.degrees latitude (g = 980.6199 gals.).
 LY0920
 LY0920.The modeled gravity was interpolated from observed gravity values.
 LY0920
 LY0920;                    North         East    Units  Estimated Accuracy
 LY0920;SPC NY E     -   340,420.      122,710.      MT  (+/- 180 meters Scaled)
 LY0920
 LY0920                          SUPERSEDED SURVEY CONTROL
 LY0920
 LY0920  NGVD 29 (??/??/92)  436.675  (m)         1432.66   (f) ADJ UNCH    2 0
 LY0920
 LY0920.Superseded values are not recommended for survey control.
 LY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0920.See file dsdata.txt to determine how the superseded data were derived.
 LY0920
 LY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM141385(NAD 83)
 LY0920_MARKER: DB = BENCH MARK DISK
 LY0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0920_SP_SET: BUILDING FOUNDATION
 LY0920_STAMPING: B 260 1942
 LY0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0920
 LY0920  HISTORY     - Date     Condition        Report By
 LY0920  HISTORY     - 1942     MONUMENTED       CGS
 LY0920  HISTORY     - 1944     GOOD             NGS
 LY0920
 LY0920                          STATION DESCRIPTION
 LY0920
 LY0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LY0920'AT LIVINGSTON MANOR.
 LY0920'AT LIVINGSTON MANOR, SULLIVAN COUNTY, AT THE NEW YORK, ONTARIO
 LY0920'AND WESTERN RAILWAY STATION, AND IN THE SOUTHEAST CORNER OF THE
 LY0920'STONE FOUNDATION.  A STANDARD DISK, STAMPED B 260 1942 AND SET
 LY0920'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0491 ***********************************************************************
 NA0491  DESIGNATION -  B 261
 NA0491  PID         -  NA0491
 NA0491  STATE/COUNTY-  NY/ULSTER
 NA0491  USGS QUAD   -  SHANDAKEN (1978)
 NA0491
 NA0491                         *CURRENT SURVEY CONTROL
 NA0491  ___________________________________________________________________
 NA0491* NAD 83(1986)-  42 00 37.     (N)    074 25 29.     (W)     SCALED    
 NA0491* NAVD 88     -       753.233  (meters)    2471.23   (feet)  ADJUSTED  
 NA0491  ___________________________________________________________________
 NA0491  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 NA0491  DYNAMIC HT  -         752.919 (meters)    2470.20  (feet)  COMP
 NA0491  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 NA0491
 NA0491  VERT ORDER  -  SECOND    CLASS 0
 NA0491
 NA0491.The horizontal coordinates were scaled from a topographic map and have
 NA0491.an estimated accuracy of +/- 6 seconds.
 NA0491
 NA0491.The orthometric height was determined by differential leveling
 NA0491.and adjusted by the National Geodetic Survey in June 1991..
 NA0491
 NA0491.The geoid height was determined by GEOID03.
 NA0491
 NA0491.The dynamic height is computed by dividing the NAVD 88
 NA0491.geopotential number by the normal gravity value computed on the
 NA0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0491.degrees latitude (g = 980.6199 gals.).
 NA0491
 NA0491.The modeled gravity was interpolated from observed gravity values.
 NA0491
 NA0491;                    North         East    Units  Estimated Accuracy
 NA0491;SPC NY E     -   352,740.      156,240.      MT  (+/- 180 meters Scaled)
 NA0491
 NA0491                          SUPERSEDED SURVEY CONTROL
 NA0491
 NA0491  NGVD 29 (??/??/92)  753.378  (m)         2471.71   (f) ADJ UNCH    2 0
 NA0491
 NA0491.Superseded values are not recommended for survey control.
 NA0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0491.See file dsdata.txt to determine how the superseded data were derived.
 NA0491
 NA0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM476510(NAD 83)
 NA0491_MARKER: DB = BENCH MARK DISK
 NA0491_SETTING: 80 = SET IN A BOULDER
 NA0491_SP_SET: BOULDER
 NA0491_STAMPING: B 261 1942
 NA0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0491+STABILITY: SURFACE MOTION
 NA0491
 NA0491  HISTORY     - Date     Condition        Report By
 NA0491  HISTORY     - 1942     MONUMENTED       CGS
 NA0491
 NA0491                          STATION DESCRIPTION
 NA0491
 NA0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0491'5.9 MI NE FROM BRANCH.
 NA0491'5.9 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BRANCH,
 NA0491'ULSTER COUNTY, 150 FEET NORTHEAST OF THE BOUNDARY MARKER OF THE
 NA0491'WINNISOOK LODGE PROPERTY, 29 FEET NORTH OF THE CENTERLINE OF THE
 NA0491'ROAD, 20.5 FEET NORTH OF A BLAZED TREE, 8.9 FEET WEST OF ANOTHER
 NA0491'BLAZED TREE, 3.9 FEET SOUTH OF A 20-INCH MAPLE TREE, IN THE TOP OF A
 NA0491'BOULDER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 261
 NA0491'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0957 ***********************************************************************
 NA0957  DESIGNATION -  B 263
 NA0957  PID         -  NA0957
 NA0957  STATE/COUNTY-  NY/OTSEGO
 NA0957  USGS QUAD   -  SCHENEVUS (1994)
 NA0957
 NA0957                         *CURRENT SURVEY CONTROL
 NA0957  ___________________________________________________________________
 NA0957* NAD 83(1986)-  42 32 00.     (N)    074 48 46.     (W)     SCALED    
 NA0957* NAVD 88     -       578.405  (meters)    1897.65   (feet)  ADJUSTED  
 NA0957  ___________________________________________________________________
 NA0957  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 NA0957  DYNAMIC HT  -         578.188 (meters)    1896.94  (feet)  COMP
 NA0957  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 NA0957
 NA0957  VERT ORDER  -  SECOND    CLASS 0
 NA0957
 NA0957.The horizontal coordinates were scaled from a topographic map and have
 NA0957.an estimated accuracy of +/- 6 seconds.
 NA0957
 NA0957.The orthometric height was determined by differential leveling
 NA0957.and adjusted by the National Geodetic Survey in June 1991..
 NA0957
 NA0957.The geoid height was determined by GEOID03.
 NA0957
 NA0957.The dynamic height is computed by dividing the NAVD 88
 NA0957.geopotential number by the normal gravity value computed on the
 NA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0957.degrees latitude (g = 980.6199 gals.).
 NA0957
 NA0957.The modeled gravity was interpolated from observed gravity values.
 NA0957
 NA0957;                    North         East    Units  Estimated Accuracy
 NA0957;SPC NY E     -   410,880.      124,310.      MT  (+/- 180 meters Scaled)
 NA0957
 NA0957                          SUPERSEDED SURVEY CONTROL
 NA0957
 NA0957  NGVD 29 (??/??/92)  578.513  (m)         1898.00   (f) ADJ UNCH    2 0
 NA0957
 NA0957.Superseded values are not recommended for survey control.
 NA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0957.See file dsdata.txt to determine how the superseded data were derived.
 NA0957
 NA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN153090(NAD 83)
 NA0957_MARKER: DB = BENCH MARK DISK
 NA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0957_STAMPING: B 263 1942
 NA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0957+STABILITY: SURFACE MOTION
 NA0957
 NA0957  HISTORY     - Date     Condition        Report By
 NA0957  HISTORY     - 1942     MONUMENTED       CGS
 NA0957
 NA0957                          STATION DESCRIPTION
 NA0957
 NA0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0957'1.6 MI S FROM SCHENEVUS.
 NA0957'0.1 MILE EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0957'AT SCHENEVUS, THENCE 1.5 MILES SOUTH ALONG A BLACK TOP ROAD, AT AN
 NA0957'INTERSECTION OF THE BLACK TOP ROAD AND A GRAVEL ROAD LEADING
 NA0957'NORTHEAST AND A GRAVEL ROAD LEADING EAST, 56 FEET EAST OF THE CENTER
 NA0957'LINE OF THE BLACK TOP ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE
 NA0957'GRAVEL ROADS AT THE POINT OF INTERSECTION, 3.5 FEET NORTHEAST OF
 NA0957'POWER LINE POLE NO. 7200, AND 2 FEET EAST OF A STANDARD REFERENCE
 NA0957'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0454 ***********************************************************************
 NC0454  DESIGNATION -  B 26.32 R
 NC0454  PID         -  NC0454
 NC0454  STATE/COUNTY-  NY/ERIE
 NC0454  USGS QUAD   -  SPRINGVILLE (1954)
 NC0454
 NC0454                         *CURRENT SURVEY CONTROL
 NC0454  ___________________________________________________________________
 NC0454* NAD 83(1986)-  42 32 53.     (N)    078 38 39.     (W)     SCALED    
 NC0454* NAVD 88     -       427.721  (meters)    1403.28   (feet)  ADJUSTED  
 NC0454  ___________________________________________________________________
 NC0454  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NC0454  DYNAMIC HT  -         427.567 (meters)    1402.78  (feet)  COMP
 NC0454  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 NC0454
 NC0454  VERT ORDER  -  FIRST     CLASS I
 NC0454
 NC0454.The horizontal coordinates were scaled from a topographic map and have
 NC0454.an estimated accuracy of +/- 6 seconds.
 NC0454
 NC0454.The orthometric height was determined by differential leveling
 NC0454.and adjusted by the National Geodetic Survey in June 1991..
 NC0454
 NC0454.The geoid height was determined by GEOID03.
 NC0454
 NC0454.The dynamic height is computed by dividing the NAVD 88
 NC0454.geopotential number by the normal gravity value computed on the
 NC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0454.degrees latitude (g = 980.6199 gals.).
 NC0454
 NC0454.The modeled gravity was interpolated from observed gravity values.
 NC0454
 NC0454;                    North         East    Units  Estimated Accuracy
 NC0454;SPC NY W     -   282,970.      345,000.      MT  (+/- 180 meters Scaled)
 NC0454
 NC0454                          SUPERSEDED SURVEY CONTROL
 NC0454
 NC0454  NGVD 29 (??/??/92)  427.868  (m)         1403.76   (f) ADJ UNCH    1 1
 NC0454
 NC0454.Superseded values are not recommended for survey control.
 NC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0454.See file dsdata.txt to determine how the superseded data were derived.
 NC0454
 NC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH934133(NAD 83)
 NC0454_MARKER: DD = SURVEY DISK
 NC0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0454_SP_SET: CONCRETE BASE
 NC0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0454
 NC0454  HISTORY     - Date     Condition        Report By
 NC0454  HISTORY     - UNK      MONUMENTED       BORR
 NC0454  HISTORY     - 1967     GOOD             NGS
 NC0454  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 NC0454
 NC0454                          STATION DESCRIPTION
 NC0454
 NC0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0454'3.25 MI NE FROM SPRINGVILLE.
 NC0454'ABOUT 3.25 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0454'THE CROSSING OF STATE HIGHWAY 39 (MAIN STREET) AT SPRINGVILLE, ABOUT
 NC0454'0.3 MILE SOUTH OF THE CROSSING OF GENESEE ROAD AND MILEPOST 26, AT
 NC0454'EAST CONCORD, SET ON THE TOP OF THE EAST SIDE OF THE OF AN ABANDONED
 NC0454'CONCRETE BASE AT FORMER WATER TANK SITE, 12.0 FEET NORTH OF THE ANCHOR
 NC0454'BOLT IN THE CENTER OF THE CONCRETE BASE FOR THE SOUTHEAST LEG OF
 NC0454'ABANDONED WATER TANK, 8.4 FEET SOUTH OF THE ANCHOR BOLT IN THE CENTER
 NC0454'OF THE CONCRETE BASE FOR THE NORTHEAST LEG OF ABANDONED TANK, 29.5
 NC0454'FEET WEST OF AND ACROSS A SIDE TRACK FROM THE WEST RAIL OF THE MAIN
 NC0454'TRACK, 27 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, 1/2 FOOT
 NC0454'ABOVE THE LEVEL OF THE TRACK.  NOTE--MARK MAY BE COVERED WITH ABOUT 1
 NC0454'FOOT OF DIRT AT A LATER DATE.
 NC0454
 NC0454                          STATION RECOVERY (2004)
 NC0454
 NC0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC0454'STATION IS LOCATED IN VERY DENSE UNDER BRUSH AND IS INACCESSIBLE FROM
 NC0454'ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0542 ***********************************************************************
 NA0542  DESIGNATION -  B 264
 NA0542  PID         -  NA0542
 NA0542  STATE/COUNTY-  NY/SCHOHARIE
 NA0542  USGS QUAD   -  STAMFORD (1982)
 NA0542
 NA0542                         *CURRENT SURVEY CONTROL
 NA0542  ___________________________________________________________________
 NA0542* NAD 83(1986)-  42 28 58.     (N)    074 31 52.     (W)     SCALED    
 NA0542* NAVD 88     -       533.339  (meters)    1749.80   (feet)  ADJUSTED  
 NA0542  ___________________________________________________________________
 NA0542  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 NA0542  DYNAMIC HT  -         533.145 (meters)    1749.16  (feet)  COMP
 NA0542  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 NA0542
 NA0542  VERT ORDER  -  SECOND    CLASS 0
 NA0542
 NA0542.The horizontal coordinates were scaled from a topographic map and have
 NA0542.an estimated accuracy of +/- 6 seconds.
 NA0542
 NA0542.The orthometric height was determined by differential leveling
 NA0542.and adjusted by the National Geodetic Survey in June 1991..
 NA0542
 NA0542.The geoid height was determined by GEOID03.
 NA0542
 NA0542.The dynamic height is computed by dividing the NAVD 88
 NA0542.geopotential number by the normal gravity value computed on the
 NA0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0542.degrees latitude (g = 980.6199 gals.).
 NA0542
 NA0542.The modeled gravity was interpolated from observed gravity values.
 NA0542
 NA0542;                    North         East    Units  Estimated Accuracy
 NA0542;SPC NY E     -   405,220.      147,440.      MT  (+/- 180 meters Scaled)
 NA0542
 NA0542                          SUPERSEDED SURVEY CONTROL
 NA0542
 NA0542  NGVD 29 (??/??/92)  533.470  (m)         1750.23   (f) ADJ UNCH    2 0
 NA0542
 NA0542.Superseded values are not recommended for survey control.
 NA0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0542.See file dsdata.txt to determine how the superseded data were derived.
 NA0542
 NA0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN385034(NAD 83)
 NA0542_MARKER: DB = BENCH MARK DISK
 NA0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0542_STAMPING: B 264 1942
 NA0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0542+STABILITY: SURFACE MOTION
 NA0542
 NA0542  HISTORY     - Date     Condition        Report By
 NA0542  HISTORY     - 1942     MONUMENTED       CGS
 NA0542  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 NA0542
 NA0542                          STATION DESCRIPTION
 NA0542
 NA0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0542'4.1 MI E FROM JEFFERSON.
 NA0542'0.6 MILE EAST ALONG STATE HIGHWAY NO. 10 FROM THE JEFFERSON CENTRAL
 NA0542'SCHOOL AT JEFFERSON, THENCE 3.5 MILES EAST ALONG A BLACK TOP ROAD, IN
 NA0542'THE SOUTH CORNER OF A CULTIVATED FIELD, AT THE WEST CORNER OF A
 NA0542'STRETCH OF WOODS, 31 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NA0542'16 FEET NORTH OF A 20-INCH TRIANGLE-BLAZED OAK TREE, 5 FEET NORTHEAST
 NA0542'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHWEST OF A STANDARD
 NA0542'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NA0542
 NA0542                          STATION RECOVERY (1948)
 NA0542
 NA0542'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 NA0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0969 ***********************************************************************
 NA0969  DESIGNATION -  B 265
 NA0969  PID         -  NA0969
 NA0969  STATE/COUNTY-  NY/SCHOHARIE
 NA0969  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0969
 NA0969                         *CURRENT SURVEY CONTROL
 NA0969  ___________________________________________________________________
 NA0969* NAD 83(1986)-  42 38 07.     (N)    074 31 33.     (W)     SCALED    
 NA0969* NAVD 88     -       435.785  (meters)    1429.74   (feet)  ADJUSTED  
 NA0969  ___________________________________________________________________
 NA0969  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NA0969  DYNAMIC HT  -         435.642 (meters)    1429.27  (feet)  COMP
 NA0969  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NA0969
 NA0969  VERT ORDER  -  SECOND    CLASS 0
 NA0969
 NA0969.The horizontal coordinates were scaled from a topographic map and have
 NA0969.an estimated accuracy of +/- 6 seconds.
 NA0969
 NA0969.The orthometric height was determined by differential leveling
 NA0969.and adjusted by the National Geodetic Survey in June 1991..
 NA0969
 NA0969.The geoid height was determined by GEOID03.
 NA0969
 NA0969.The dynamic height is computed by dividing the NAVD 88
 NA0969.geopotential number by the normal gravity value computed on the
 NA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0969.degrees latitude (g = 980.6199 gals.).
 NA0969
 NA0969.The modeled gravity was interpolated from observed gravity values.
 NA0969
 NA0969;                    North         East    Units  Estimated Accuracy
 NA0969;SPC NY E     -   422,160.      147,880.      MT  (+/- 180 meters Scaled)
 NA0969
 NA0969                          SUPERSEDED SURVEY CONTROL
 NA0969
 NA0969  NGVD 29 (??/??/92)  435.909  (m)         1430.14   (f) ADJ UNCH    2 0
 NA0969
 NA0969.Superseded values are not recommended for survey control.
 NA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0969.See file dsdata.txt to determine how the superseded data were derived.
 NA0969
 NA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN388204(NAD 83)
 NA0969_MARKER: DB = BENCH MARK DISK
 NA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0969_STAMPING: B 265 1942
 NA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0969+STABILITY: SURFACE MOTION
 NA0969
 NA0969  HISTORY     - Date     Condition        Report By
 NA0969  HISTORY     - 1942     MONUMENTED       CGS
 NA0969
 NA0969                          STATION DESCRIPTION
 NA0969
 NA0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0969'2.5 MI NE FROM RICHMONDVILLE.
 NA0969'1.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 NA0969'RICHMONDVILLE, THENCE 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 NA0969'THENCE 0.7 MILE SOUTHEST ALONG A GRAVEL ROAD, AT A SHARP CURVE OF THE
 NA0969'ROAD, 47 FEET WEST OF A FENCE CORNER POST, 35 FEET NORTH OF THE
 NA0969'CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF THE FENCE, AND 1 FOOT WEST
 NA0969'OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 NA0969'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0327 ***********************************************************************
 NA0327  DESIGNATION -  B 266
 NA0327  PID         -  NA0327
 NA0327  STATE/COUNTY-  NY/GREENE
 NA0327  USGS QUAD   -  ASHLAND (1980)
 NA0327
 NA0327                         *CURRENT SURVEY CONTROL
 NA0327  ___________________________________________________________________
 NA0327* NAD 83(1986)-  42 18 45.     (N)    074 17 25.     (W)     SCALED    
 NA0327* NAVD 88     -       522.477  (meters)    1714.16   (feet)  ADJUSTED  
 NA0327  ___________________________________________________________________
 NA0327  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 NA0327  DYNAMIC HT  -         522.290 (meters)    1713.55  (feet)  COMP
 NA0327  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 NA0327
 NA0327  VERT ORDER  -  SECOND    CLASS 0
 NA0327
 NA0327.The horizontal coordinates were scaled from a topographic map and have
 NA0327.an estimated accuracy of +/- 6 seconds.
 NA0327
 NA0327.The orthometric height was determined by differential leveling
 NA0327.and adjusted by the National Geodetic Survey in June 1991..
 NA0327
 NA0327.The geoid height was determined by GEOID03.
 NA0327
 NA0327.The dynamic height is computed by dividing the NAVD 88
 NA0327.geopotential number by the normal gravity value computed on the
 NA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0327.degrees latitude (g = 980.6199 gals.).
 NA0327
 NA0327.The modeled gravity was interpolated from observed gravity values.
 NA0327
 NA0327;                    North         East    Units  Estimated Accuracy
 NA0327;SPC NY E     -   386,330.      167,290.      MT  (+/- 180 meters Scaled)
 NA0327
 NA0327                          SUPERSEDED SURVEY CONTROL
 NA0327
 NA0327  NGVD 29 (??/??/92)  522.652  (m)         1714.73   (f) ADJ UNCH    2 0
 NA0327
 NA0327.Superseded values are not recommended for survey control.
 NA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0327.See file dsdata.txt to determine how the superseded data were derived.
 NA0327
 NA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM584847(NAD 83)
 NA0327_MARKER: DB = BENCH MARK DISK
 NA0327_SETTING: 80 = SET IN A BOULDER
 NA0327_SP_SET: BOULDER
 NA0327_STAMPING: B 266 1942
 NA0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0327+STABILITY: SURFACE MOTION
 NA0327
 NA0327  HISTORY     - Date     Condition        Report By
 NA0327  HISTORY     - 1942     MONUMENTED       CGS
 NA0327
 NA0327                          STATION DESCRIPTION
 NA0327
 NA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0327'2.9 MI NW FROM WINDHAM.
 NA0327'ABOUT 2.1 MILES WEST ALONG HIGHWAY NO. 23 FROM THE POST OFFICE AT
 NA0327'WHINDHAM, THENCE ABOUT 0.8 MILE NORTH ALONG THE NORTH SETTLEMENT
 NA0327'ROAD, 250 FEET SOUTH OF THE E. BRANDOW FARM HOUSE, 20 FEET WEST OF
 NA0327'THE CENTER LINE OF THE ROAD, 8 FEET SOUTH OF A 24-INCH OAK TREE, A
 NA0327'U.S. COAST AND GEODETIC SURVEY DISK SET IN A LARGE FLAT BOULDER ABOUT
 NA0327'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0727 ***********************************************************************
 MZ0727  DESIGNATION -  B 267
 MZ0727  PID         -  MZ0727
 MZ0727  STATE/COUNTY-  NY/GREENE
 MZ0727  USGS QUAD   -  ALCOVE (1980)
 MZ0727
 MZ0727                         *CURRENT SURVEY CONTROL
 MZ0727  ___________________________________________________________________
 MZ0727* NAD 83(1986)-  42 24 52.     (N)    073 59 53.     (W)     SCALED    
 MZ0727* NAVD 88     -       240.614  (meters)     789.41   (feet)  ADJUSTED  
 MZ0727  ___________________________________________________________________
 MZ0727  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ0727  DYNAMIC HT  -         240.536 (meters)     789.16  (feet)  COMP
 MZ0727  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 MZ0727
 MZ0727  VERT ORDER  -  SECOND    CLASS 0
 MZ0727
 MZ0727.The horizontal coordinates were scaled from a topographic map and have
 MZ0727.an estimated accuracy of +/- 6 seconds.
 MZ0727
 MZ0727.The orthometric height was determined by differential leveling
 MZ0727.and adjusted by the National Geodetic Survey in June 1991..
 MZ0727
 MZ0727.The geoid height was determined by GEOID03.
 MZ0727
 MZ0727.The dynamic height is computed by dividing the NAVD 88
 MZ0727.geopotential number by the normal gravity value computed on the
 MZ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0727.degrees latitude (g = 980.6199 gals.).
 MZ0727
 MZ0727.The modeled gravity was interpolated from observed gravity values.
 MZ0727
 MZ0727;                    North         East    Units  Estimated Accuracy
 MZ0727;SPC NY E     -   397,750.      191,310.      MT  (+/- 180 meters Scaled)
 MZ0727
 MZ0727                          SUPERSEDED SURVEY CONTROL
 MZ0727
 MZ0727  NGVD 29 (??/??/92)  240.826  (m)          790.11   (f) ADJ UNCH    2 0
 MZ0727
 MZ0727.Superseded values are not recommended for survey control.
 MZ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0727.See file dsdata.txt to determine how the superseded data were derived.
 MZ0727
 MZ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM824962(NAD 83)
 MZ0727_MARKER: DB = BENCH MARK DISK
 MZ0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0727_SP_SET: CULVERT
 MZ0727_STAMPING: B 267 1942
 MZ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0727
 MZ0727  HISTORY     - Date     Condition        Report By
 MZ0727  HISTORY     - 1942     MONUMENTED       CGS
 MZ0727
 MZ0727                          STATION DESCRIPTION
 MZ0727
 MZ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0727'1.3 MI E FROM GREENVILLE.
 MZ0727'ABOUT 1.3 MILES EAST ALONG A SURFACED ROAD, FROM THE POST OFFICE AT
 MZ0727'GREENVILLE, 100 FEET SOUTHEAST OF POLE NO. 16684-K, 75 FEET EAST OF
 MZ0727'THE ENTRANCE TO THE RAINBOW LODGE SWIMMING POOL, 15 FEET SOUTH OF THE
 MZ0727'CENTER LINE OF THE ROAD, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE
 MZ0727'SOUTH HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0269 ***********************************************************************
 NA0269  DESIGNATION -  B 268
 NA0269  PID         -  NA0269
 NA0269  STATE/COUNTY-  NY/SCHOHARIE
 NA0269  USGS QUAD   -  GILBOA (1980)
 NA0269
 NA0269                         *CURRENT SURVEY CONTROL
 NA0269  ___________________________________________________________________
 NA0269* NAD 83(1986)-  42 28 14.     (N)    074 24 11.     (W)     SCALED    
 NA0269* NAVD 88     -       586.608  (meters)    1924.56   (feet)  ADJUSTED  
 NA0269  ___________________________________________________________________
 NA0269  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 NA0269  DYNAMIC HT  -         586.400 (meters)    1923.88  (feet)  COMP
 NA0269  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 NA0269
 NA0269  VERT ORDER  -  SECOND    CLASS 0
 NA0269
 NA0269.The horizontal coordinates were scaled from a topographic map and have
 NA0269.an estimated accuracy of +/- 6 seconds.
 NA0269
 NA0269.The orthometric height was determined by differential leveling
 NA0269.and adjusted by the National Geodetic Survey in June 1991..
 NA0269
 NA0269.The geoid height was determined by GEOID03.
 NA0269
 NA0269.The dynamic height is computed by dividing the NAVD 88
 NA0269.geopotential number by the normal gravity value computed on the
 NA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0269.degrees latitude (g = 980.6199 gals.).
 NA0269
 NA0269.The modeled gravity was interpolated from observed gravity values.
 NA0269
 NA0269;                    North         East    Units  Estimated Accuracy
 NA0269;SPC NY E     -   403,870.      157,970.      MT  (+/- 180 meters Scaled)
 NA0269
 NA0269                          SUPERSEDED SURVEY CONTROL
 NA0269
 NA0269  NGVD 29 (??/??/92)  586.748  (m)         1925.02   (f) ADJ UNCH    2 0
 NA0269
 NA0269.Superseded values are not recommended for survey control.
 NA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0269.See file dsdata.txt to determine how the superseded data were derived.
 NA0269
 NA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN490021(NAD 83)
 NA0269_MARKER: DB = BENCH MARK DISK
 NA0269_SETTING: 66 = SET IN ROCK OUTCROP
 NA0269_SP_SET: ROCK OUTCROP
 NA0269_STAMPING: B 268 1942
 NA0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0269+STABILITY: POSITION/ELEVATION WELL
 NA0269
 NA0269  HISTORY     - Date     Condition        Report By
 NA0269  HISTORY     - 1942     MONUMENTED       CGS
 NA0269
 NA0269                          STATION DESCRIPTION
 NA0269
 NA0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0269'3.1 MI E FROM NORTH BLENHEIM.
 NA0269'ABOUT 3.1 MILES EAST ALONG A MOUNTAIN ROAD FROM THE SCHOHARIE CREEK
 NA0269'BRIDGE AT NORTH BLENHEIM, 96 FEET EAST OF A FENCE CORNER, 13 FEET
 NA0269'NORTHEAST OF A 20-INCH PINE TREE WITH A TRIANGLE BLAZE, 13.5 FEET
 NA0269'EAST OF THE CENTER LINE OF THE ROAD, A U.S.C. AND G.S. DISK SET IN A
 NA0269'ROCK OUTCROP ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0078 ***********************************************************************
 LY0078  DESIGNATION -  B 269
 LY0078  PID         -  LY0078
 LY0078  STATE/COUNTY-  NY/ULSTER
 LY0078  USGS QUAD   -  PEEKAMOOSE MTN (1969)
 LY0078
 LY0078                         *CURRENT SURVEY CONTROL
 LY0078  ___________________________________________________________________
 LY0078* NAD 83(1986)-  41 53 02.     (N)    074 24 51.     (W)     SCALED    
 LY0078* NAVD 88     -       550.502  (meters)    1806.11   (feet)  ADJUSTED  
 LY0078  ___________________________________________________________________
 LY0078  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LY0078  DYNAMIC HT  -         550.271 (meters)    1805.35  (feet)  COMP
 LY0078  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 LY0078
 LY0078  VERT ORDER  -  SECOND    CLASS 0
 LY0078
 LY0078.The horizontal coordinates were scaled from a topographic map and have
 LY0078.an estimated accuracy of +/- 6 seconds.
 LY0078
 LY0078.The orthometric height was determined by differential leveling
 LY0078.and adjusted by the National Geodetic Survey in June 1991..
 LY0078
 LY0078.The geoid height was determined by GEOID03.
 LY0078
 LY0078.The dynamic height is computed by dividing the NAVD 88
 LY0078.geopotential number by the normal gravity value computed on the
 LY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0078.degrees latitude (g = 980.6199 gals.).
 LY0078
 LY0078.The modeled gravity was interpolated from observed gravity values.
 LY0078
 LY0078;                    North         East    Units  Estimated Accuracy
 LY0078;SPC NY E     -   338,710.      157,120.      MT  (+/- 180 meters Scaled)
 LY0078
 LY0078                          SUPERSEDED SURVEY CONTROL
 LY0078
 LY0078  NGVD 29 (??/??/92)  550.690  (m)         1806.72   (f) ADJ UNCH    2 0
 LY0078
 LY0078.Superseded values are not recommended for survey control.
 LY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0078.See file dsdata.txt to determine how the superseded data were derived.
 LY0078
 LY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM486370(NAD 83)
 LY0078_MARKER: DB = BENCH MARK DISK
 LY0078_SETTING: 80 = SET IN A BOULDER
 LY0078_SP_SET: BOULDER
 LY0078_STAMPING: B 269 1942
 LY0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0078+STABILITY: SURFACE MOTION
 LY0078
 LY0078  HISTORY     - Date     Condition        Report By
 LY0078  HISTORY     - 1942     MONUMENTED       CGS
 LY0078
 LY0078                          STATION DESCRIPTION
 LY0078
 LY0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0078'3.2 MI E FROM SUNDOWN.
 LY0078'3.2 MILES EAST ALONG A MACADAM ROAD FROM THE POST OFFICE AT SUNDOWN,
 LY0078'ULSTER COUNTY, 23.4 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LY0078'12.2 FEET WEST OF A BLAZED TREE, 23 FEET EAST OF ANOTHER BLAZED
 LY0078'TREE, IN THE TOP OF A BOULDER, AND 7 FEET HIGHER THAN THE
 LY0078'ROAD.  A STANDARD DISK, STAMPED B 269 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0739 ***********************************************************************
 NA0739  DESIGNATION -  B 270
 NA0739  PID         -  NA0739
 NA0739  STATE/COUNTY-  NY/DELAWARE
 NA0739  USGS QUAD   -  ARENA (1982)
 NA0739
 NA0739                         *CURRENT SURVEY CONTROL
 NA0739  ___________________________________________________________________
 NA0739* NAD 83(1986)-  42 04 46.     (N)    074 42 27.     (W)     SCALED    
 NA0739* NAVD 88     -       549.016  (meters)    1801.23   (feet)  ADJUSTED  
 NA0739  ___________________________________________________________________
 NA0739  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 NA0739  DYNAMIC HT  -         548.813 (meters)    1800.56  (feet)  COMP
 NA0739  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 NA0739
 NA0739  VERT ORDER  -  SECOND    CLASS 0
 NA0739
 NA0739.The horizontal coordinates were scaled from a topographic map and have
 NA0739.an estimated accuracy of +/- 6 seconds.
 NA0739
 NA0739.The orthometric height was determined by differential leveling
 NA0739.and adjusted by the National Geodetic Survey in June 1991..
 NA0739
 NA0739.The geoid height was determined by GEOID03.
 NA0739
 NA0739.The dynamic height is computed by dividing the NAVD 88
 NA0739.geopotential number by the normal gravity value computed on the
 NA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0739.degrees latitude (g = 980.6199 gals.).
 NA0739
 NA0739.The modeled gravity was interpolated from observed gravity values.
 NA0739
 NA0739;                    North         East    Units  Estimated Accuracy
 NA0739;SPC NY E     -   360,440.      132,830.      MT  (+/- 180 meters Scaled)
 NA0739
 NA0739                          SUPERSEDED SURVEY CONTROL
 NA0739
 NA0739  NGVD 29 (??/??/92)  549.187  (m)         1801.79   (f) ADJ UNCH    2 0
 NA0739
 NA0739.Superseded values are not recommended for survey control.
 NA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0739.See file dsdata.txt to determine how the superseded data were derived.
 NA0739
 NA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM241586(NAD 83)
 NA0739_MARKER: DB = BENCH MARK DISK
 NA0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0739_STAMPING: B 270 1942
 NA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0739+STABILITY: SURFACE MOTION
 NA0739
 NA0739  HISTORY     - Date     Condition        Report By
 NA0739  HISTORY     - 1942     MONUMENTED       CGS
 NA0739
 NA0739                          STATION DESCRIPTION
 NA0739
 NA0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0739'1.7 MI S FROM ARENA.
 NA0739'1.7 MILES SOUTH ALONG A MACADAM ROAD FROM THE DELAWARE AND NORTHERN
 NA0739'RAILROAD STATION AT ARENA, DELAWARE COUNTY, 1.5 MILES SOUTHEAST ALONG
 NA0739'A DIRT ROAD.  25 FEET EAST OF THE CENTERLINE OF THE ROAD, 17.2 FEET
 NA0739'NORTHWEST OF A ROW OF MAPLE TREES LEADING NORTHEAST FROM THE ROAD,
 NA0739'2.1 FEET WEST OF A WIRE FENCE, 2 FEET FROM A WHITE WOODEN WITNESS
 NA0739'POST, AND 5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B
 NA0739'270 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0028 ***********************************************************************
 LY0028  DESIGNATION -  B 271
 LY0028  PID         -  LY0028
 LY0028  STATE/COUNTY-  NY/ULSTER
 LY0028  USGS QUAD   -  RONDOUT RESERVOIR (1978)
 LY0028
 LY0028                         *CURRENT SURVEY CONTROL
 LY0028  ___________________________________________________________________
 LY0028* NAD 83(1986)-  41 46 11.     (N)    074 23 16.     (W)     SCALED    
 LY0028* NAVD 88     -       182.043  (meters)     597.25   (feet)  ADJUSTED  
 LY0028  ___________________________________________________________________
 LY0028  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LY0028  DYNAMIC HT  -         181.974 (meters)     597.03  (feet)  COMP
 LY0028  MODELED GRAV-     980,244.0   (mgal)                       NAVD 88
 LY0028
 LY0028  VERT ORDER  -  SECOND    CLASS 0
 LY0028
 LY0028.The horizontal coordinates were scaled from a topographic map and have
 LY0028.an estimated accuracy of +/- 6 seconds.
 LY0028
 LY0028.The orthometric height was determined by differential leveling
 LY0028.and adjusted by the National Geodetic Survey in June 1991..
 LY0028
 LY0028.The geoid height was determined by GEOID03.
 LY0028
 LY0028.The dynamic height is computed by dividing the NAVD 88
 LY0028.geopotential number by the normal gravity value computed on the
 LY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0028.degrees latitude (g = 980.6199 gals.).
 LY0028
 LY0028.The modeled gravity was interpolated from observed gravity values.
 LY0028
 LY0028;                    North         East    Units  Estimated Accuracy
 LY0028;SPC NY E     -   326,030.      159,330.      MT  (+/- 180 meters Scaled)
 LY0028
 LY0028                          SUPERSEDED SURVEY CONTROL
 LY0028
 LY0028  NGVD 29 (??/??/92)  182.255  (m)          597.95   (f) ADJ UNCH    2 0
 LY0028
 LY0028.Superseded values are not recommended for survey control.
 LY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0028.See file dsdata.txt to determine how the superseded data were derived.
 LY0028
 LY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM508243(NAD 83)
 LY0028_MARKER: DB = BENCH MARK DISK
 LY0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0028_STAMPING: B 271 1942
 LY0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0028+STABILITY: SURFACE MOTION
 LY0028
 LY0028  HISTORY     - Date     Condition        Report By
 LY0028  HISTORY     - 1942     MONUMENTED       CGS
 LY0028
 LY0028                          STATION DESCRIPTION
 LY0028
 LY0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0028'2.3 MI N FROM NAPANOCH.
 LY0028'2.3 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE Y-JUNCTION OF
 LY0028'PLANK ROAD AT NAPANOCH, ULSTER COUNTY, 17 FEET EAST OF THE
 LY0028'SOUTHEAST END OF A 24-INCH CONCRETE BOX CULVERT, 23.5 FEET
 LY0028'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST
 LY0028'OF A 12-INCH PINE TREE, 2 FEET FROM A WHITE WOODEN WITNESS POST,
 LY0028'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LY0028'B 271 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0055 ***********************************************************************
 LY0055  DESIGNATION -  B 272
 LY0055  PID         -  LY0055
 LY0055  STATE/COUNTY-  NY/ULSTER
 LY0055  USGS QUAD   -  RONDOUT RESERVOIR (1978)
 LY0055
 LY0055                         *CURRENT SURVEY CONTROL
 LY0055  ___________________________________________________________________
 LY0055* NAD 83(1986)-  41 52 28.     (N)    074 22 41.     (W)     SCALED    
 LY0055* NAVD 88     -       568.837  (meters)    1866.26   (feet)  ADJUSTED  
 LY0055  ___________________________________________________________________
 LY0055  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 LY0055  DYNAMIC HT  -         568.601 (meters)    1865.49  (feet)  COMP
 LY0055  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 LY0055
 LY0055  VERT ORDER  -  SECOND    CLASS 0
 LY0055
 LY0055.The horizontal coordinates were scaled from a topographic map and have
 LY0055.an estimated accuracy of +/- 6 seconds.
 LY0055
 LY0055.The orthometric height was determined by differential leveling
 LY0055.and adjusted by the National Geodetic Survey in June 1991..
 LY0055
 LY0055.The geoid height was determined by GEOID03.
 LY0055
 LY0055.The dynamic height is computed by dividing the NAVD 88
 LY0055.geopotential number by the normal gravity value computed on the
 LY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0055.degrees latitude (g = 980.6199 gals.).
 LY0055
 LY0055.The modeled gravity was interpolated from observed gravity values.
 LY0055
 LY0055;                    North         East    Units  Estimated Accuracy
 LY0055;SPC NY E     -   337,660.      160,120.      MT  (+/- 180 meters Scaled)
 LY0055
 LY0055                          SUPERSEDED SURVEY CONTROL
 LY0055
 LY0055  NGVD 29 (??/??/92)  569.030  (m)         1866.89   (f) ADJ UNCH    2 0
 LY0055
 LY0055.Superseded values are not recommended for survey control.
 LY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0055.See file dsdata.txt to determine how the superseded data were derived.
 LY0055
 LY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM516360(NAD 83)
 LY0055_MARKER: DB = BENCH MARK DISK
 LY0055_SETTING: 80 = SET IN A BOULDER
 LY0055_SP_SET: BOULDER
 LY0055_STAMPING: B 271 1942
 LY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0055+STABILITY: SURFACE MOTION
 LY0055
 LY0055  HISTORY     - Date     Condition        Report By
 LY0055  HISTORY     - 1942     MONUMENTED       CGS
 LY0055
 LY0055                          STATION DESCRIPTION
 LY0055
 LY0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0055'1.5 MI SE FROM GREENVILLE.
 LY0055'1.5 MILES SOUTHEAST ALONG THE VERNOOY FALLS TRAIL FROM GREENVILLE
 LY0055'SCHOOL AT GREENVILLE, ULSTER COUNTY, 19 FEET SOUTHWEST OF THE
 LY0055'CENTERLINE OF THE TRAIL, 21.0 FEET SOUTHWEST ACROSS THE TRAIL
 LY0055'FROM A BLAZED MAPLE TREE, 31.3 FEET NORTHWEST OF ANOTHER BLAZED
 LY0055'MAPLE TREE, 7.6 FEET NORTH OF A BLAZED BIRCH TREE, IN THE
 LY0055'TOP OF A BOULDER, AND ABOUT 3-1/2 FEET HIGHER THAN THE TRAIL.  A
 LY0055'STANDARD DISK, STAMPED B 271 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1061 ***********************************************************************
 MZ1061  DESIGNATION -  B 273
 MZ1061  PID         -  MZ1061
 MZ1061  STATE/COUNTY-  NY/ALBANY
 MZ1061  USGS QUAD   -  DELMAR (1980)
 MZ1061
 MZ1061                         *CURRENT SURVEY CONTROL
 MZ1061  ___________________________________________________________________
 MZ1061* NAD 83(1996)-  42 30 36.80250(N)    073 46 48.44202(W)     ADJUSTED  
 MZ1061* NAVD 88     -        45.971  (meters)     150.82   (feet)  ADJUSTED  
 MZ1061  ___________________________________________________________________
 MZ1061  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MZ1061  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ1061  DYNAMIC HT  -          45.957 (meters)     150.78  (feet)  COMP
 MZ1061  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 MZ1061
 MZ1061  HORZ ORDER  -  THIRD
 MZ1061  VERT ORDER  -  SECOND    CLASS 0
 MZ1061
 MZ1061.The horizontal coordinates were established by classical geodetic methods
 MZ1061.and adjusted by the National Geodetic Survey in January 1999..
 MZ1061.No horizontal observational check was made to the station.
 MZ1061
 MZ1061.The orthometric height was determined by differential leveling
 MZ1061.and adjusted by the National Geodetic Survey in June 1991..
 MZ1061
 MZ1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1061
 MZ1061.The geoid height was determined by GEOID03.
 MZ1061
 MZ1061.The dynamic height is computed by dividing the NAVD 88
 MZ1061.geopotential number by the normal gravity value computed on the
 MZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1061.degrees latitude (g = 980.6199 gals.).
 MZ1061
 MZ1061.The modeled gravity was interpolated from observed gravity values.
 MZ1061
 MZ1061;                    North         East     Units Scale Factor Converg.
 MZ1061;SPC NY E     -   408,520.172   209,157.777   MT  0.99994304   +0 29 11.2
 MZ1061;SPC NY E     - 1,340,286.60    686,211.81   sFT  0.99994304   +0 29 11.2
 MZ1061;UTM  18      - 4,707,149.172   600,216.935   MT  0.99972357   +0 49 27.7
 MZ1061
 MZ1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1061!SPC NY E     -   0.99999772  x   0.99994304  =   0.99994076
 MZ1061!UTM  18      -   0.99999772  x   0.99972357  =   0.99972129
 MZ1061
 MZ1061                          SUPERSEDED SURVEY CONTROL
 MZ1061
 MZ1061  NAD 83(1996)-  42 30 36.80430(N)    073 46 48.44374(W) AD(       ) 3
 MZ1061  NAD 83(1996)-  42 30 36.80449(N)    073 46 48.44370(W) AD(       ) 3
 MZ1061  NAD 83(1992)-  42 30 36.80480(N)    073 46 48.44331(W) AD(       ) 3
 MZ1061  NAD 83(1992)-  42 30 36.80529(N)    073 46 48.44281(W) AD(       ) 3
 MZ1061  NAD 83(1986)-  42 30 36.80533(N)    073 46 48.44218(W) AD(       ) 3
 MZ1061  NAD 27      -  42 30 36.49982(N)    073 46 50.00599(W) AD(       ) 3
 MZ1061  NGVD 29 (??/??/92)   46.201  (m)          151.58   (f) ADJ UNCH    2 0
 MZ1061
 MZ1061.Superseded values are not recommended for survey control.
 MZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1061.See file dsdata.txt to determine how the superseded data were derived.
 MZ1061
 MZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0021707149(NAD 83)
 MZ1061_MARKER: DB = BENCH MARK DISK
 MZ1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1061_SP_SET: BRIDGE ABUTMENT
 MZ1061_STAMPING: B 273 1942
 MZ1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1061
 MZ1061  HISTORY     - Date     Condition        Report By
 MZ1061  HISTORY     - 1942     MONUMENTED       CGS
 MZ1061  HISTORY     - 1969     GOOD             NGS
 MZ1061  HISTORY     - 1977     GOOD             USGS
 MZ1061  HISTORY     - 20000831 GOOD             LOCENG
 MZ1061
 MZ1061                          STATION DESCRIPTION
 MZ1061
 MZ1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MZ1061'1.75 MI SE FROM SELKIRK.
 MZ1061'0.75 MILE EAST ON STATE HIGHWAY 396 FROM VILLAGE OF SELKIRK.  THENCE
 MZ1061'RIGHT, SOUTH ON STATE HIGHWAY 144 FOR 1.2 MILES TO POWER POLE NO.
 MZ1061'700-355.  THENCE LEFT ON TRACK ROAD FOR 0.15 MILE.  THENCE TAKE RIGHT
 MZ1061'FORK FOR 0.2 MILE TO RAILROAD BRIDGE, 6.9 FEET SOUTH OF SOUTH RAIL OF
 MZ1061'DOUBLE TRACKS, 44 FEET EAST OF RAILROAD SIGNAL 103E-100, 142.6 FEET
 MZ1061'SOUTHEAST OF STATION VROOMAN 2 1957, 1.1 FEET SOUTH OF THE FIRST
 MZ1061'CONCRETE POST OF SOUTH RAILING OF RAILROAD BRIDGE, AND CEMENTED IN A
 MZ1061'DRILL HOLE IN CONCRETE ABUTMENT OF BRIDGE.
 MZ1061
 MZ1061                          STATION RECOVERY (1977)
 MZ1061
 MZ1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MZ1061'FROM THE JUNCTION OF STATE HIGHWAYS 143 AND 144 IN COEYMANS, GO NORTH
 MZ1061'ON STATE HIGHWAY 144 FOR 2.75 MILES, TURN RIGHT, GO EAST ALONG SOUTH
 MZ1061'OF RAILROAD TRACK 0.4 MILE TO SOUTHWEST ABUTMENT OF THE RAILROAD
 MZ1061'BRIDGE AND MARK, 7 FEET SOUTH OF SOUTH OF SOUTH RAIL, ABOUT LEVEL
 MZ1061'WITH RAILROAD TRACKS IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 MZ1061'CONCRETE BRIDGE ABUTMENT.
 MZ1061
 MZ1061                          STATION RECOVERY (2000)
 MZ1061
 MZ1061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (EH)
 MZ1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0188 ***********************************************************************
 NA0188  DESIGNATION -  B 274
 NA0188  PID         -  NA0188
 NA0188  STATE/COUNTY-  NY/ALBANY
 NA0188  USGS QUAD   -  RENSSELAERVILLE (1946)
 NA0188
 NA0188                         *CURRENT SURVEY CONTROL
 NA0188  ___________________________________________________________________
 NA0188* NAD 83(1986)-  42 30 51.     (N)    074 08 21.     (W)     SCALED    
 NA0188* NAVD 88     -       443.997  (meters)    1456.68   (feet)  ADJUSTED  
 NA0188  ___________________________________________________________________
 NA0188  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NA0188  DYNAMIC HT  -         443.843 (meters)    1456.17  (feet)  COMP
 NA0188  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 NA0188
 NA0188  VERT ORDER  -  SECOND    CLASS 0
 NA0188
 NA0188.The horizontal coordinates were scaled from a topographic map and have
 NA0188.an estimated accuracy of +/- 6 seconds.
 NA0188
 NA0188.The orthometric height was determined by differential leveling
 NA0188.and adjusted by the National Geodetic Survey in June 1991..
 NA0188
 NA0188.The geoid height was determined by GEOID03.
 NA0188
 NA0188.The dynamic height is computed by dividing the NAVD 88
 NA0188.geopotential number by the normal gravity value computed on the
 NA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0188.degrees latitude (g = 980.6199 gals.).
 NA0188
 NA0188.The modeled gravity was interpolated from observed gravity values.
 NA0188
 NA0188;                    North         East    Units  Estimated Accuracy
 NA0188;SPC NY E     -   408,770.      179,650.      MT  (+/- 180 meters Scaled)
 NA0188
 NA0188                          SUPERSEDED SURVEY CONTROL
 NA0188
 NA0188  NGVD 29 (??/??/92)  444.17   (m)         1457.2    (f) COMPUTED    2 0
 NA0188
 NA0188.Superseded values are not recommended for survey control.
 NA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0188.See file dsdata.txt to determine how the superseded data were derived.
 NA0188
 NA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN707072(NAD 83)
 NA0188_MARKER: DB = BENCH MARK DISK
 NA0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0188_STAMPING: B 274 1942
 NA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0188+STABILITY: SURFACE MOTION
 NA0188
 NA0188  HISTORY     - Date     Condition        Report By
 NA0188  HISTORY     - 1942     MONUMENTED       CGS
 NA0188  HISTORY     - 19970926 MARK NOT FOUND   USPSQD
 NA0188
 NA0188                          STATION DESCRIPTION
 NA0188
 NA0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0188'AT RENSSELAERVILLE.
 NA0188'AT RENSSELAERVILLE, A U.S.C. AND G.S. DISK SET VERTICALLY IN THE
 NA0188'SOUTHWEST FACE OF THE CONCRETE FOUNDATION OF THE DISTRICT NO. 16
 NA0188'SCHOOL, AT THE SOUTH CORNER, ABOUT 1.5 FEET ABOVE THE GROUND.
 NA0188
 NA0188                          STATION RECOVERY (1997)
 NA0188
 NA0188'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0189 ***********************************************************************
 NA0189  DESIGNATION -  B 274 RESET 1955
 NA0189  PID         -  NA0189
 NA0189  STATE/COUNTY-  NY/ALBANY
 NA0189  USGS QUAD   -  RENSSELAERVILLE (1946)
 NA0189
 NA0189                         *CURRENT SURVEY CONTROL
 NA0189  ___________________________________________________________________
 NA0189* NAD 83(1986)-  42 30 51.     (N)    074 08 21.     (W)     SCALED    
 NA0189* NAVD 88     -       447.12   (+/-2cm)    1466.9    (feet)  VERTCON   
 NA0189  ___________________________________________________________________
 NA0189  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 NA0189
 NA0189  VERT ORDER  -  THIRD (See Below)
 NA0189
 NA0189.The horizontal coordinates were scaled from a topographic map and have
 NA0189.an estimated accuracy of +/- 6 seconds.
 NA0189
 NA0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0189.The vertical order pertains to the NGVD 29 superseded value.
 NA0189
 NA0189.The geoid height was determined by GEOID03.
 NA0189
 NA0189;                    North         East    Units  Estimated Accuracy
 NA0189;SPC NY E     -   408,770.      179,650.      MT  (+/- 180 meters Scaled)
 NA0189
 NA0189                          SUPERSEDED SURVEY CONTROL
 NA0189
 NA0189  NGVD 29 (??/??/??)  447.29   (m)         1467.5    (f) RESET       3  
 NA0189
 NA0189.Superseded values are not recommended for survey control.
 NA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0189.See file dsdata.txt to determine how the superseded data were derived.
 NA0189
 NA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN707072(NAD 83)
 NA0189_MARKER: DB = BENCH MARK DISK
 NA0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0189_SP_SET: STEP
 NA0189_STAMPING: B 274 RESET 1955
 NA0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0189
 NA0189  HISTORY     - Date     Condition        Report By
 NA0189  HISTORY     - 1955     MONUMENTED       CGS
 NA0189  HISTORY     - 19970926 GOOD             USPSQD
 NA0189
 NA0189                          STATION DESCRIPTION
 NA0189
 NA0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NA0189'AT RENSSELAERVILLE.
 NA0189'AT RENSSELAERVILLE, ALBANY COUNTY, AT DISTRICT 10 SCHOOL, IN THE
 NA0189'NORTHEAST FACE OF THE CHEEK OF THE CONCRETE STEPS AT THE FRONT
 NA0189'ENTRANCE, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A STANDARD DISK,
 NA0189'STAMPED B 274 RESET 1955 AND SET VERTICALLY.
 NA0189
 NA0189                          STATION RECOVERY (1997)
 NA0189
 NA0189'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0185 ***********************************************************************
 NA0185  DESIGNATION -  B 275
 NA0185  PID         -  NA0185
 NA0185  STATE/COUNTY-  NY/ALBANY
 NA0185  USGS QUAD   -  RENSSELAERVILLE (1946)
 NA0185
 NA0185                         *CURRENT SURVEY CONTROL
 NA0185  ___________________________________________________________________
 NA0185* NAD 83(1986)-  42 32 37.     (N)    074 07 39.     (W)     SCALED    
 NA0185* NAVD 88     -       417.697  (meters)    1370.39   (feet)  ADJUSTED  
 NA0185  ___________________________________________________________________
 NA0185  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 NA0185  DYNAMIC HT  -         417.556 (meters)    1369.93  (feet)  COMP
 NA0185  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 NA0185
 NA0185  VERT ORDER  -  SECOND    CLASS 0
 NA0185
 NA0185.The horizontal coordinates were scaled from a topographic map and have
 NA0185.an estimated accuracy of +/- 6 seconds.
 NA0185
 NA0185.The orthometric height was determined by differential leveling
 NA0185.and adjusted by the National Geodetic Survey in June 1991..
 NA0185
 NA0185.The geoid height was determined by GEOID03.
 NA0185
 NA0185.The dynamic height is computed by dividing the NAVD 88
 NA0185.geopotential number by the normal gravity value computed on the
 NA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0185.degrees latitude (g = 980.6199 gals.).
 NA0185
 NA0185.The modeled gravity was interpolated from observed gravity values.
 NA0185
 NA0185;                    North         East    Units  Estimated Accuracy
 NA0185;SPC NY E     -   412,050.      180,600.      MT  (+/- 180 meters Scaled)
 NA0185
 NA0185                          SUPERSEDED SURVEY CONTROL
 NA0185
 NA0185  NGVD 29 (??/??/92)  417.866  (m)         1370.95   (f) ADJ UNCH    2 0
 NA0185
 NA0185.Superseded values are not recommended for survey control.
 NA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0185.See file dsdata.txt to determine how the superseded data were derived.
 NA0185
 NA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN716105(NAD 83)
 NA0185_MARKER: DB = BENCH MARK DISK
 NA0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0185_STAMPING: B-275 1942
 NA0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0185+STABILITY: SURFACE MOTION
 NA0185
 NA0185  HISTORY     - Date     Condition        Report By
 NA0185  HISTORY     - 1942     MONUMENTED       CGS
 NA0185
 NA0185                          STATION DESCRIPTION
 NA0185
 NA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0185'2.1 MI NE FROM RENSSELAERVILLE.
 NA0185'ABOUT 0.9 MILE NORTH ALONG HIGHWAY NO. 85 FROM THE BAPTIST CHURCH AT
 NA0185'RENSSELAERVILLE, THENCE ABOUT 1.2 MILES NORTHEAST ALONG A COUNTRY
 NA0185'ROAD TO BERNE, ABOUT 400 FEET SOUTHWEST OF THE HOWARD GATHAN FRAME
 NA0185'FARM HOUSE, 52 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTH FORK OF
 NA0185'A SIDE ROAD RUNNING NORTH, 18 FEET NORTHWEST OF THE CENTER LINE OF
 NA0185'THE MAIN ROAD, A U.S.C. AND G.S. DISK SET IN THE TOP OF A CONCRETE
 NA0185'POST, SET IN BETWEEN THE FORKS OF THE SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0016 ***********************************************************************
 NA0016  DESIGNATION -  B 276
 NA0016  PID         -  NA0016
 NA0016  STATE/COUNTY-  NY/SCHENECTADY
 NA0016  USGS QUAD   -  SCHOHARIE (1994)
 NA0016
 NA0016                         *CURRENT SURVEY CONTROL
 NA0016  ___________________________________________________________________
 NA0016* NAD 83(1986)-  42 44 38.     (N)    074 16 02.     (W)     SCALED    
 NA0016* NAVD 88     -       230.159  (meters)     755.11   (feet)  ADJUSTED  
 NA0016  ___________________________________________________________________
 NA0016  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA0016  DYNAMIC HT  -         230.090 (meters)     754.89  (feet)  COMP
 NA0016  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 NA0016
 NA0016  VERT ORDER  -  FIRST     CLASS II
 NA0016
 NA0016.The horizontal coordinates were scaled from a topographic map and have
 NA0016.an estimated accuracy of +/- 6 seconds.
 NA0016
 NA0016.The orthometric height was determined by differential leveling
 NA0016.and adjusted by the National Geodetic Survey in June 1991..
 NA0016
 NA0016.The geoid height was determined by GEOID03.
 NA0016
 NA0016.The dynamic height is computed by dividing the NAVD 88
 NA0016.geopotential number by the normal gravity value computed on the
 NA0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0016.degrees latitude (g = 980.6199 gals.).
 NA0016
 NA0016.The modeled gravity was interpolated from observed gravity values.
 NA0016
 NA0016;                    North         East    Units  Estimated Accuracy
 NA0016;SPC NY E     -   434,250.      169,060.      MT  (+/- 180 meters Scaled)
 NA0016
 NA0016                          SUPERSEDED SURVEY CONTROL
 NA0016
 NA0016  NGVD 29 (??/??/92)  230.296  (m)          755.56   (f) ADJ UNCH    1 2
 NA0016
 NA0016.Superseded values are not recommended for survey control.
 NA0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0016.See file dsdata.txt to determine how the superseded data were derived.
 NA0016
 NA0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN599326(NAD 83)
 NA0016_MARKER: DB = BENCH MARK DISK
 NA0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0016_SP_SET: BRIDGE
 NA0016_STAMPING: B 276 1942
 NA0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0016
 NA0016  HISTORY     - Date     Condition        Report By
 NA0016  HISTORY     - 1942     MONUMENTED       CGS
 NA0016  HISTORY     - 1969     GOOD             LDA
 NA0016  HISTORY     - 19990418 GOOD             USPSQD
 NA0016
 NA0016                          STATION DESCRIPTION
 NA0016
 NA0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0016'0.2 MI W FROM ESPERANCE.
 NA0016'0.2 MILE WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0016'AT ESPERANCE, SCHENECTADY COUNTY, AT BRIDGE 31.19 OVER STATE HIGHWAY
 NA0016'30, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE BRIDGE SEAT, 15
 NA0016'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 5-1/2 FEET LOWER THAN THE
 NA0016'RAIL.  A STANDARD DISK, STAMPED B 276 1942.
 NA0016
 NA0016                          STATION RECOVERY (1969)
 NA0016
 NA0016'RECOVERY NOTE BY L DICKERSON ASSOC 1969
 NA0016'RECOVERED IN GOOD CONDITION.
 NA0016
 NA0016                          STATION RECOVERY (1999)
 NA0016
 NA0016'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1604 ***********************************************************************
 NA1604  DESIGNATION -  B 277
 NA1604  PID         -  NA1604
 NA1604  STATE/COUNTY-  NY/MADISON
 NA1604  USGS QUAD   -  HAMILTON (1976)
 NA1604
 NA1604                         *CURRENT SURVEY CONTROL
 NA1604  ___________________________________________________________________
 NA1604* NAD 83(1986)-  42 45 56.     (N)    075 33 02.     (W)     SCALED    
 NA1604* NAVD 88     -       344.177  (meters)    1129.19   (feet)  ADJUSTED  
 NA1604  ___________________________________________________________________
 NA1604  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 NA1604  DYNAMIC HT  -         344.069 (meters)    1128.83  (feet)  COMP
 NA1604  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NA1604
 NA1604  VERT ORDER  -  SECOND    CLASS 0
 NA1604
 NA1604.The horizontal coordinates were scaled from a topographic map and have
 NA1604.an estimated accuracy of +/- 6 seconds.
 NA1604
 NA1604.The orthometric height was determined by differential leveling
 NA1604.and adjusted by the National Geodetic Survey in June 1991..
 NA1604
 NA1604.The geoid height was determined by GEOID03.
 NA1604
 NA1604.The dynamic height is computed by dividing the NAVD 88
 NA1604.geopotential number by the normal gravity value computed on the
 NA1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1604.degrees latitude (g = 980.6199 gals.).
 NA1604
 NA1604.The modeled gravity was interpolated from observed gravity values.
 NA1604
 NA1604;                    North         East    Units  Estimated Accuracy
 NA1604;SPC NY C     -   307,640.      334,530.      MT  (+/- 180 meters Scaled)
 NA1604
 NA1604                          SUPERSEDED SURVEY CONTROL
 NA1604
 NA1604  NGVD 29 (??/??/92)  344.298  (m)         1129.58   (f) ADJ UNCH    2 0
 NA1604
 NA1604.Superseded values are not recommended for survey control.
 NA1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1604.See file dsdata.txt to determine how the superseded data were derived.
 NA1604
 NA1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN549349(NAD 83)
 NA1604_MARKER: DB = BENCH MARK DISK
 NA1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1604_SP_SET: CULVERT
 NA1604_STAMPING: B 277 1942
 NA1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1604
 NA1604  HISTORY     - Date     Condition        Report By
 NA1604  HISTORY     - 1942     MONUMENTED       CGS
 NA1604
 NA1604                          STATION DESCRIPTION
 NA1604
 NA1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1604'1.8 MI N FROM EARLVILLE.
 NA1604'1.8 MILES NORTH ALONG STATE HIGHWAY NO. 12B FROM THE EARLVILLE FREE
 NA1604'LIBRARY AT EARLVILLE, AT A 4-BY-4 CONCRETE BOX CULVERT.  A DISK, SET
 NA1604'IN THE TOP OF THE EAST HEAD WALL, 16 FEET EAST OF THE CENTER-LINE OF
 NA1604'HIGHWAY, AND 1.9 FEET NORTH OF THE SOUTH END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0028 ***********************************************************************
 NA0028  DESIGNATION -  B 278
 NA0028  PID         -  NA0028
 NA0028  STATE/COUNTY-  NY/SCHENECTADY
 NA0028  USGS QUAD   -  ROTTERDAM JUNCTION (1980)
 NA0028
 NA0028                         *CURRENT SURVEY CONTROL
 NA0028  ___________________________________________________________________
 NA0028* NAD 83(1986)-  42 46 48.     (N)    074 03 04.     (W)     SCALED    
 NA0028* NAVD 88     -       142.796  (meters)     468.49   (feet)  ADJUSTED  
 NA0028  ___________________________________________________________________
 NA0028  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA0028  DYNAMIC HT  -         142.754 (meters)     468.35  (feet)  COMP
 NA0028  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 NA0028
 NA0028  VERT ORDER  -  FIRST     CLASS II
 NA0028
 NA0028.The horizontal coordinates were scaled from a topographic map and have
 NA0028.an estimated accuracy of +/- 6 seconds.
 NA0028
 NA0028.The orthometric height was determined by differential leveling
 NA0028.and adjusted by the National Geodetic Survey in June 1991..
 NA0028
 NA0028.The geoid height was determined by GEOID03.
 NA0028
 NA0028.The dynamic height is computed by dividing the NAVD 88
 NA0028.geopotential number by the normal gravity value computed on the
 NA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0028.degrees latitude (g = 980.6199 gals.).
 NA0028
 NA0028.The modeled gravity was interpolated from observed gravity values.
 NA0028
 NA0028;                    North         East    Units  Estimated Accuracy
 NA0028;SPC NY E     -   438,330.      186,730.      MT  (+/- 180 meters Scaled)
 NA0028
 NA0028                          SUPERSEDED SURVEY CONTROL
 NA0028
 NA0028  NGVD 29 (??/??/92)  142.946  (m)          468.98   (f) ADJ UNCH    1 2
 NA0028
 NA0028.Superseded values are not recommended for survey control.
 NA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0028.See file dsdata.txt to determine how the superseded data were derived.
 NA0028
 NA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN776368(NAD 83)
 NA0028_MARKER: DB = BENCH MARK DISK
 NA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0028_STAMPING: B 278 1942
 NA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0028+STABILITY: SURFACE MOTION
 NA0028
 NA0028  HISTORY     - Date     Condition        Report By
 NA0028  HISTORY     - 1942     MONUMENTED       CGS
 NA0028  HISTORY     - 1989     GOOD             USPSQD
 NA0028
 NA0028                          STATION DESCRIPTION
 NA0028
 NA0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0028'6.5 MI W FROM SCHENECTADY.
 NA0028'6.5 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE UNION
 NA0028'STATION AT SCHENECTADY, SCHENECTADY COUNTY, 0.5 MILE WEST OF MILEPOST
 NA0028'B 125-S 6, AT A FARM-ROAD CROSSING, OPPOSITE A 2-STORY FARMHOUSE, 45
 NA0028'FEET NORTH OF THE NORTH RAIL, 24.5 FEET WEST OF THE CENTERLINE OF THE
 NA0028'ROAD, 7 FEET NORTHWEST OF A POLE, IN A PASTURE, AND 2-1/2 FEET NORTH
 NA0028'OF A PICKET FENCE.  A STANDARD DISK, STAMPED B 278 1942 AND SET IN
 NA0028'THE TOP OF A CONCRETE POST.
 NA0028
 NA0028                          STATION RECOVERY (1989)
 NA0028
 NA0028'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHK)
 NA0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0401 ***********************************************************************
 NA0401  DESIGNATION -  B 279
 NA0401  PID         -  NA0401
 NA0401  STATE/COUNTY-  NY/ULSTER
 NA0401  USGS QUAD   -  WEST KILL (1978)
 NA0401
 NA0401                         *CURRENT SURVEY CONTROL
 NA0401  ___________________________________________________________________
 NA0401* NAD 83(1986)-  42 08 26.     (N)    074 24 25.     (W)     SCALED    
 NA0401* NAVD 88     -       389.677  (meters)    1278.47   (feet)  ADJUSTED  
 NA0401  ___________________________________________________________________
 NA0401  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 NA0401  DYNAMIC HT  -         389.536 (meters)    1278.00  (feet)  COMP
 NA0401  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 NA0401
 NA0401  VERT ORDER  -  SECOND    CLASS 0
 NA0401
 NA0401.The horizontal coordinates were scaled from a topographic map and have
 NA0401.an estimated accuracy of +/- 6 seconds.
 NA0401
 NA0401.The orthometric height was determined by differential leveling
 NA0401.and adjusted by the National Geodetic Survey in June 1991..
 NA0401
 NA0401.The geoid height was determined by GEOID03.
 NA0401
 NA0401.The dynamic height is computed by dividing the NAVD 88
 NA0401.geopotential number by the normal gravity value computed on the
 NA0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0401.degrees latitude (g = 980.6199 gals.).
 NA0401
 NA0401.The modeled gravity was interpolated from observed gravity values.
 NA0401
 NA0401;                    North         East    Units  Estimated Accuracy
 NA0401;SPC NY E     -   367,220.      157,690.      MT  (+/- 180 meters Scaled)
 NA0401
 NA0401                          SUPERSEDED SURVEY CONTROL
 NA0401
 NA0401  NGVD 29 (??/??/92)  389.848  (m)         1279.03   (f) ADJ UNCH    2 0
 NA0401
 NA0401.Superseded values are not recommended for survey control.
 NA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0401.See file dsdata.txt to determine how the superseded data were derived.
 NA0401
 NA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM490655(NAD 83)
 NA0401_MARKER: DB = BENCH MARK DISK
 NA0401_SETTING: 80 = SET IN A BOULDER
 NA0401_SP_SET: BOULDER
 NA0401_STAMPING: B-279 1942
 NA0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0401+STABILITY: SURFACE MOTION
 NA0401
 NA0401  HISTORY     - Date     Condition        Report By
 NA0401  HISTORY     - 1942     MONUMENTED       CGS
 NA0401
 NA0401                          STATION DESCRIPTION
 NA0401
 NA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0401'1.7 MI N FROM SHANDAKEN.
 NA0401'1.7 MILES NORTH ALONG STATE HIGHWAY NO. 42 FROM THE POST OFFICE AT
 NA0401'SHANDAKEN, SET IN A SLANTING BOULDER, AT THE INTERSECTION OF THE OLD
 NA0401'AND NEW HIGHWAY, AND, AT THE INTERSECTION OF THE NEW HIGHWAY AND A
 NA0401'PRIVATE ROAD LEADING NORTHWEST TO A 2-STORY BROWN HOUSE SET IN WOODS,
 NA0401'58 FEET NORTHEAST OF POLE NO. 45, 26.4 FEET SOUTHEAST OF THE
 NA0401'CENTER-LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE HIGHWAY LEVEL.  A
 NA0401'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0470 ***********************************************************************
 NA0470  DESIGNATION -  B 280
 NA0470  PID         -  NA0470
 NA0470  STATE/COUNTY-  NY/ULSTER
 NA0470  USGS QUAD   -  BEARSVILLE (1973)
 NA0470
 NA0470                         *CURRENT SURVEY CONTROL
 NA0470  ___________________________________________________________________
 NA0470* NAD 83(1986)-  42 02 26.     (N)    074 08 03.     (W)     SCALED    
 NA0470* NAVD 88     -       182.272  (meters)     598.00   (feet)  ADJUSTED  
 NA0470  ___________________________________________________________________
 NA0470  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NA0470  DYNAMIC HT  -         182.205 (meters)     597.78  (feet)  COMP
 NA0470  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NA0470
 NA0470  VERT ORDER  -  SECOND    CLASS 0
 NA0470
 NA0470.The horizontal coordinates were scaled from a topographic map and have
 NA0470.an estimated accuracy of +/- 6 seconds.
 NA0470
 NA0470.The orthometric height was determined by differential leveling
 NA0470.and adjusted by the National Geodetic Survey in June 1991..
 NA0470
 NA0470.The geoid height was determined by GEOID03.
 NA0470
 NA0470.The dynamic height is computed by dividing the NAVD 88
 NA0470.geopotential number by the normal gravity value computed on the
 NA0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0470.degrees latitude (g = 980.6199 gals.).
 NA0470
 NA0470.The modeled gravity was interpolated from observed gravity values.
 NA0470
 NA0470;                    North         East    Units  Estimated Accuracy
 NA0470;SPC NY E     -   356,170.      180,290.      MT  (+/- 180 meters Scaled)
 NA0470
 NA0470                          SUPERSEDED SURVEY CONTROL
 NA0470
 NA0470  NGVD 29 (??/??/92)  182.491  (m)          598.72   (f) ADJ UNCH    2 0
 NA0470
 NA0470.Superseded values are not recommended for survey control.
 NA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0470.See file dsdata.txt to determine how the superseded data were derived.
 NA0470
 NA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM716546(NAD 83)
 NA0470_MARKER: DB = BENCH MARK DISK
 NA0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0470_SP_SET: BRIDGE ABUTMENT
 NA0470_STAMPING: B-280 1942
 NA0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0470
 NA0470  HISTORY     - Date     Condition        Report By
 NA0470  HISTORY     - 1942     MONUMENTED       CGS
 NA0470  HISTORY     - 1987     GOOD             USPSQD
 NA0470  HISTORY     - 1987     GOOD             USPSQD
 NA0470
 NA0470                          STATION DESCRIPTION
 NA0470
 NA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0470'0.8 MI W FROM WOODSTOCK.
 NA0470'0.8 MILE WEST ALONG STATE HIGHWAY NO. 212 FROM THE POST OFFICE AT
 NA0470'WOODSTOCK, OR 1.0 MILE EAST ALONG THE HIGHWAY FROM THE POST OFFICE AT
 NA0470'BEARSVILLE, SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF THE
 NA0470'CONCRETE BRIDGE, 20 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY,
 NA0470'10.5 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, 7.3 FEET WEST OF
 NA0470'POLE NO. 25, 2.4 FEET NORTH OF THE NORTH CONCRETE WALL.  A STANDARD
 NA0470'DISK.
 NA0470
 NA0470                          STATION RECOVERY (1987)
 NA0470
 NA0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 NA0470'RECOVERED IN GOOD CONDITION.
 NA0470
 NA0470                          STATION RECOVERY (1987)
 NA0470
 NA0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 NA0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0452 ***********************************************************************
 NA0452  DESIGNATION -  B 281
 NA0452  PID         -  NA0452
 NA0452  STATE/COUNTY-  NY/GREENE
 NA0452  USGS QUAD   -  KAATERSKILL (1980)
 NA0452
 NA0452                         *CURRENT SURVEY CONTROL
 NA0452  ___________________________________________________________________
 NA0452* NAD 83(1986)-  42 10 46.     (N)    074 00 16.     (W)     SCALED    
 NA0452* NAVD 88     -       136.807  (meters)     448.84   (feet)  ADJUSTED  
 NA0452  ___________________________________________________________________
 NA0452  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NA0452  DYNAMIC HT  -         136.760 (meters)     448.69  (feet)  COMP
 NA0452  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 NA0452
 NA0452  VERT ORDER  -  SECOND    CLASS 0
 NA0452
 NA0452.The horizontal coordinates were scaled from a topographic map and have
 NA0452.an estimated accuracy of +/- 6 seconds.
 NA0452
 NA0452.The orthometric height was determined by differential leveling
 NA0452.and adjusted by the National Geodetic Survey in June 1991..
 NA0452
 NA0452.The geoid height was determined by GEOID03.
 NA0452
 NA0452.The dynamic height is computed by dividing the NAVD 88
 NA0452.geopotential number by the normal gravity value computed on the
 NA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0452.degrees latitude (g = 980.6199 gals.).
 NA0452
 NA0452.The modeled gravity was interpolated from observed gravity values.
 NA0452
 NA0452;                    North         East    Units  Estimated Accuracy
 NA0452;SPC NY E     -   371,650.      190,940.      MT  (+/- 180 meters Scaled)
 NA0452
 NA0452                          SUPERSEDED SURVEY CONTROL
 NA0452
 NA0452  NGVD 29 (??/??/92)  137.023  (m)          449.55   (f) ADJ UNCH    2 0
 NA0452
 NA0452.Superseded values are not recommended for survey control.
 NA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0452.See file dsdata.txt to determine how the superseded data were derived.
 NA0452
 NA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM822701(NAD 83)
 NA0452_MARKER: DB = BENCH MARK DISK
 NA0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0452_SP_SET: BRIDGE ABUTMENT
 NA0452_STAMPING: B-281 1942
 NA0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0452
 NA0452  HISTORY     - Date     Condition        Report By
 NA0452  HISTORY     - 1942     MONUMENTED       CGS
 NA0452
 NA0452                          STATION DESCRIPTION
 NA0452
 NA0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0452'0.8 MI NE FROM PALENVILLE.
 NA0452'0.8 MILE NORTHEAST ALONG STATE HIGHWAY NO. 23 A FROM THE POST OFFICE
 NA0452'AT PALENVILLE, SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF
 NA0452'CONCRETE BRIDGE LOCATED AT THE SOUTHWEST CORNER OF THE SILVER BROOK
 NA0452'HOUSE LAWN, 49 FEET NORTHWEST OF POLE NO. 4871, 18 FEET NORTH OF THE
 NA0452'CENTER-LINE OF THE HIGHWAY, 3.8 FEET SOUTH OF THE NORTH END OF THE
 NA0452'ABUTMENT, 3 FEET BELOW HIGHWAY LEVEL. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0466 ***********************************************************************
 NA0466  DESIGNATION -  B 282
 NA0466  PID         -  NA0466
 NA0466  STATE/COUNTY-  NY/ULSTER
 NA0466  USGS QUAD   -  WOODSTOCK (1980)
 NA0466
 NA0466                         *CURRENT SURVEY CONTROL
 NA0466  ___________________________________________________________________
 NA0466* NAD 83(1986)-  42 02 29.     (N)    074 05 06.     (W)     SCALED    
 NA0466* NAVD 88     -       131.295  (meters)     430.76   (feet)  ADJUSTED  
 NA0466  ___________________________________________________________________
 NA0466  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 NA0466  DYNAMIC HT  -         131.248 (meters)     430.60  (feet)  COMP
 NA0466  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NA0466
 NA0466  VERT ORDER  -  SECOND    CLASS 0
 NA0466
 NA0466.The horizontal coordinates were scaled from a topographic map and have
 NA0466.an estimated accuracy of +/- 6 seconds.
 NA0466
 NA0466.The orthometric height was determined by differential leveling
 NA0466.and adjusted by the National Geodetic Survey in June 1991..
 NA0466
 NA0466.The geoid height was determined by GEOID03.
 NA0466
 NA0466.The dynamic height is computed by dividing the NAVD 88
 NA0466.geopotential number by the normal gravity value computed on the
 NA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0466.degrees latitude (g = 980.6199 gals.).
 NA0466
 NA0466.The modeled gravity was interpolated from observed gravity values.
 NA0466
 NA0466;                    North         East    Units  Estimated Accuracy
 NA0466;SPC NY E     -   356,280.      184,360.      MT  (+/- 180 meters Scaled)
 NA0466
 NA0466                          SUPERSEDED SURVEY CONTROL
 NA0466
 NA0466  NGVD 29 (??/??/92)  131.522  (m)          431.50   (f) ADJ UNCH    2 0
 NA0466
 NA0466.Superseded values are not recommended for survey control.
 NA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0466.See file dsdata.txt to determine how the superseded data were derived.
 NA0466
 NA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM757547(NAD 83)
 NA0466_MARKER: DB = BENCH MARK DISK
 NA0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0466_SP_SET: BRIDGE ABUTMENT
 NA0466_STAMPING: B-282 1942
 NA0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0466
 NA0466  HISTORY     - Date     Condition        Report By
 NA0466  HISTORY     - 1942     MONUMENTED       CGS
 NA0466  HISTORY     - 1984     GOOD             USPSQD
 NA0466  HISTORY     - 1987     GOOD             USPSQD
 NA0466  HISTORY     - 1987     GOOD             USPSQD
 NA0466  HISTORY     - 1988     GOOD             USPSQD
 NA0466
 NA0466                          STATION DESCRIPTION
 NA0466
 NA0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0466'1.9 MI E FROM WOODSTOCK.
 NA0466'1.9 MILES NORTHEAST ALONG STATE HIGHWAY NO. 212 FROM THE POST OFFICE
 NA0466'AT WOODSTOCK, SET IN THE NORTH CORNER OF THE WEST ABUTMENT OF THE
 NA0466'MOST WESTERLY BRIDGE, 0.2 MILE EAST OF A PUBLIC CROSS ROADS, ABOUT
 NA0466'200 FEET SOUTH OF A LARGE 2-STORY FARM HOUSE, 17.8 FEET NORTH OF THE
 NA0466'CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK.
 NA0466
 NA0466                          STATION RECOVERY (1984)
 NA0466
 NA0466'RECOVERY NOTE BY US POWER SQUADRON 1984
 NA0466'RECOVERED IN GOOD CONDITION.
 NA0466
 NA0466                          STATION RECOVERY (1987)
 NA0466
 NA0466'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 NA0466'RECOVERED IN GOOD CONDITION.
 NA0466
 NA0466                          STATION RECOVERY (1987)
 NA0466
 NA0466'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 NA0466'RECOVERED IN GOOD CONDITION.
 NA0466
 NA0466                          STATION RECOVERY (1988)
 NA0466
 NA0466'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBS)
 NA0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0904 ***********************************************************************
 NA0904  DESIGNATION -  B 283
 NA0904  PID         -  NA0904
 NA0904  STATE/COUNTY-  NY/OTSEGO
 NA0904  USGS QUAD   -  WESTFORD (1994)
 NA0904
 NA0904                         *CURRENT SURVEY CONTROL
 NA0904  ___________________________________________________________________
 NA0904* NAD 83(1986)-  42 40 50.     (N)    074 49 52.     (W)     SCALED    
 NA0904* NAVD 88     -       500.296  (meters)    1641.39   (feet)  ADJUSTED  
 NA0904  ___________________________________________________________________
 NA0904  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NA0904  DYNAMIC HT  -         500.127 (meters)    1640.83  (feet)  COMP
 NA0904  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NA0904
 NA0904  VERT ORDER  -  SECOND    CLASS 0
 NA0904
 NA0904.The horizontal coordinates were scaled from a topographic map and have
 NA0904.an estimated accuracy of +/- 6 seconds.
 NA0904
 NA0904.The orthometric height was determined by differential leveling
 NA0904.and adjusted by the National Geodetic Survey in June 1991..
 NA0904
 NA0904.The geoid height was determined by GEOID03.
 NA0904
 NA0904.The dynamic height is computed by dividing the NAVD 88
 NA0904.geopotential number by the normal gravity value computed on the
 NA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0904.degrees latitude (g = 980.6199 gals.).
 NA0904
 NA0904.The modeled gravity was interpolated from observed gravity values.
 NA0904
 NA0904;                    North         East    Units  Estimated Accuracy
 NA0904;SPC NY E     -   427,240.      122,860.      MT  (+/- 180 meters Scaled)
 NA0904
 NA0904                          SUPERSEDED SURVEY CONTROL
 NA0904
 NA0904  NGVD 29 (??/??/92)  500.426  (m)         1641.81   (f) ADJ UNCH    2 0
 NA0904
 NA0904.Superseded values are not recommended for survey control.
 NA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0904.See file dsdata.txt to determine how the superseded data were derived.
 NA0904
 NA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN138253(NAD 83)
 NA0904_MARKER: DB = BENCH MARK DISK
 NA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0904_STAMPING: B 283 1942
 NA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0904+STABILITY: SURFACE MOTION
 NA0904
 NA0904  HISTORY     - Date     Condition        Report By
 NA0904  HISTORY     - 1942     MONUMENTED       CGS
 NA0904
 NA0904                          STATION DESCRIPTION
 NA0904
 NA0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0904'0.8 MI SE FROM MIDDLEFIELD.
 NA0904'0.8 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NA0904'MIDDLEFIELD, IN THE EAST CORNER OF A PASTURE, 35 FEET SOUTH OF THE
 NA0904'CENTER OF STONE RETAINING WALL AT THE SOUTHWEST END OF A 36-INCH PIPE
 NA0904'CULVERT, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 NA0904'SOUTHEAST OF A 40-INCH MAPLE TREE, 3.5 FEET WEST OF A FENCE CORNER
 NA0904'POST, AND 1 1/2 FEET NORTHWEST OF A STANDARD REFERENCE POST.  A
 NA0904'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0899 ***********************************************************************
 NA0899  DESIGNATION -  B 284
 NA0899  PID         -  NA0899
 NA0899  STATE/COUNTY-  NY/OTSEGO
 NA0899  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA0899
 NA0899                         *CURRENT SURVEY CONTROL
 NA0899  ___________________________________________________________________
 NA0899* NAD 83(1986)-  42 48 25.     (N)    074 54 10.     (W)     SCALED    
 NA0899* NAVD 88     -       381.647  (meters)    1252.12   (feet)  ADJUSTED  
 NA0899  ___________________________________________________________________
 NA0899  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 NA0899  DYNAMIC HT  -         381.522 (meters)    1251.71  (feet)  COMP
 NA0899  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 NA0899
 NA0899  VERT ORDER  -  SECOND    CLASS II
 NA0899
 NA0899.The horizontal coordinates were scaled from a topographic map and have
 NA0899.an estimated accuracy of +/- 6 seconds.
 NA0899
 NA0899.The orthometric height was determined by differential leveling
 NA0899.and adjusted by the National Geodetic Survey in April 2005..
 NA0899.No vertical observational check was made to the station.
 NA0899
 NA0899.The geoid height was determined by GEOID03.
 NA0899
 NA0899.The dynamic height is computed by dividing the NAVD 88
 NA0899.geopotential number by the normal gravity value computed on the
 NA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0899.degrees latitude (g = 980.6199 gals.).
 NA0899
 NA0899.The modeled gravity was interpolated from observed gravity values.
 NA0899
 NA0899;                    North         East    Units  Estimated Accuracy
 NA0899;SPC NY E     -   441,310.      117,060.      MT  (+/- 180 meters Scaled)
 NA0899
 NA0899                          SUPERSEDED SURVEY CONTROL
 NA0899
 NA0899  NAVD 88 (06/15/91)  381.780  (m)         1252.56   (f) UNKNOWN     2 0
 NA0899  NGVD 29 (??/??/92)  381.924  (m)         1253.03   (f) ADJ UNCH    2 0
 NA0899
 NA0899.Superseded values are not recommended for survey control.
 NA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0899.See file dsdata.txt to determine how the superseded data were derived.
 NA0899
 NA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN079393(NAD 83)
 NA0899_MARKER: DB = BENCH MARK DISK
 NA0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA0899_SP_SET: CULVERT
 NA0899_STAMPING: B 284 1942
 NA0899_MARK LOGO: CGS   
 NA0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0899+STABILITY: SURFACE MOTION
 NA0899
 NA0899  HISTORY     - Date     Condition        Report By
 NA0899  HISTORY     - 1942     MONUMENTED       CGS
 NA0899  HISTORY     - 1983     GOOD             LOCSUR
 NA0899  HISTORY     - 20040525 GOOD             TVGA
 NA0899
 NA0899                          STATION DESCRIPTION
 NA0899
 NA0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0899'2.1 MI S FROM SPRINGFIELD CENTER.
 NA0899'2.1 MILES SOUTH ALONG STATE HIGHWAY NO. 80 FROM THE POST OFFICE AT
 NA0899'SPRINGFIELD CENTER, IN THE TOP OF A LARGE CONCRETE RETAINING WALL AT
 NA0899'THE EAST END OF AN ARCH CULVERT. A DISK, 28.2 FEET SOUTH OF THE NORTH
 NA0899'END OF THE WALL, AND 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 NA0899
 NA0899                          STATION RECOVERY (1983)
 NA0899
 NA0899'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NA0899'RECOVERED IN GOOD CONDITION.
 NA0899
 NA0899                          STATION RECOVERY (2004)
 NA0899
 NA0899'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (GJB)
 NA0899'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1771 ***********************************************************************
 NA1771  DESIGNATION -  B 285 RESET 1956
 NA1771  PID         -  NA1771
 NA1771  STATE/COUNTY-  NY/MADISON
 NA1771  USGS QUAD   -  CAZENOVIA (1943)
 NA1771
 NA1771                         *CURRENT SURVEY CONTROL
 NA1771  ___________________________________________________________________
 NA1771* NAD 83(1986)-  42 55 27.     (N)    075 52 10.     (W)     SCALED    
 NA1771* NAVD 88     -       363.83   (meters)    1193.7    (feet)  RESET     
 NA1771  ___________________________________________________________________
 NA1771  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NA1771
 NA1771  VERT ORDER  -  THIRD
 NA1771
 NA1771.The horizontal coordinates were scaled from a topographic map and have
 NA1771.an estimated accuracy of +/- 6 seconds.
 NA1771
 NA1771.The orthometric height was computed from unverified reset data.
 NA1771.No vertical observational check was made to the station.
 NA1771
 NA1771.The geoid height was determined by GEOID03.
 NA1771
 NA1771;                    North         East    Units  Estimated Accuracy
 NA1771;SPC NY C     -   324,990.      308,280.      MT  (+/- 180 meters Scaled)
 NA1771
 NA1771                          SUPERSEDED SURVEY CONTROL
 NA1771
 NA1771  NGVD 29 (09/01/04)  363.95   (m)         1194.1    (f) RESET       3  
 NA1771
 NA1771.Superseded values are not recommended for survey control.
 NA1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1771.See file dsdata.txt to determine how the superseded data were derived.
 NA1771
 NA1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN290527(NAD 83)
 NA1771_MARKER: DB = BENCH MARK DISK
 NA1771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1771_SP_SET: CULVERT
 NA1771_STAMPING: B 285 RESET 1956
 NA1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1771
 NA1771  HISTORY     - Date     Condition        Report By
 NA1771  HISTORY     - 1956     MONUMENTED       NYHD
 NA1771  HISTORY     - 19980425 GOOD             USPSQD
 NA1771
 NA1771                          STATION DESCRIPTION
 NA1771
 NA1771'DESCRIBED BY NY DEPT OF HIGHWAYS 1956
 NA1771'1.1 MI W FROM CAZENOVIA.
 NA1771'ABOUT 1.1 MILES WEST ALONG U. S. HIGHWAY 20 FROM THE MUNICIPAL
 NA1771'BUILDING AT CAZENOVIA, AT A TWIN 24 INCH REINFORCED CONCRETE PIPE
 NA1771'CULVERT, SET IN THE TOP OF THE NORTH HEADWALL, 50 FEET NORTH OF THE
 NA1771'CENTERLINE OF THE HIGHWAY.
 NA1771
 NA1771                          STATION RECOVERY (1998)
 NA1771
 NA1771'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1624 ***********************************************************************
 NA1624  DESIGNATION -  B 286
 NA1624  PID         -  NA1624
 NA1624  STATE/COUNTY-  NY/MADISON
 NA1624  USGS QUAD   -  WEST EATON (1943)
 NA1624
 NA1624                         *CURRENT SURVEY CONTROL
 NA1624  ___________________________________________________________________
 NA1624* NAD 83(1986)-  42 47 26.     (N)    075 43 08.     (W)     SCALED    
 NA1624* NAVD 88     -       439.927  (meters)    1443.33   (feet)  ADJUSTED  
 NA1624  ___________________________________________________________________
 NA1624  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 NA1624  DYNAMIC HT  -         439.780 (meters)    1442.84  (feet)  COMP
 NA1624  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 NA1624
 NA1624  VERT ORDER  -  SECOND    CLASS 0
 NA1624
 NA1624.The horizontal coordinates were scaled from a topographic map and have
 NA1624.an estimated accuracy of +/- 6 seconds.
 NA1624
 NA1624.The orthometric height was determined by differential leveling
 NA1624.and adjusted by the National Geodetic Survey in June 1991..
 NA1624
 NA1624.The geoid height was determined by GEOID03.
 NA1624
 NA1624.The dynamic height is computed by dividing the NAVD 88
 NA1624.geopotential number by the normal gravity value computed on the
 NA1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1624.degrees latitude (g = 980.6199 gals.).
 NA1624
 NA1624.The modeled gravity was interpolated from observed gravity values.
 NA1624
 NA1624;                    North         East    Units  Estimated Accuracy
 NA1624;SPC NY C     -   310,270.      320,720.      MT  (+/- 180 meters Scaled)
 NA1624
 NA1624                          SUPERSEDED SURVEY CONTROL
 NA1624
 NA1624  NGVD 29 (??/??/92)  440.02   (m)         1443.6    (f) COMPUTED    2 0
 NA1624
 NA1624.Superseded values are not recommended for survey control.
 NA1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1624.See file dsdata.txt to determine how the superseded data were derived.
 NA1624
 NA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN412378(NAD 83)
 NA1624_MARKER: DB = BENCH MARK DISK
 NA1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1624_STAMPING: B-286 1942
 NA1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1624+STABILITY: SURFACE MOTION
 NA1624
 NA1624  HISTORY     - Date     Condition        Report By
 NA1624  HISTORY     - 1942     MONUMENTED       CGS
 NA1624
 NA1624                          STATION DESCRIPTION
 NA1624
 NA1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1624'1.1 MI S FROM GEORGETOWN.
 NA1624'1.1 MILES SOUTH ALONG THE STATE HIGHWAY NO. 26 FROM THE ABANDONED NEW
 NA1624'YORK CENTRAL RAILROAD STATION NOW USED AS STORE AND GAS STATION.  SET
 NA1624'IN THE NORTHWEST CORNER OF FIELD AT T ROAD, WHERE A COUNTY ROAD JOINS
 NA1624'THE STATE HIGHWAY NO. 26.  35 FEET SOUTH OF CENTER-LINE OF THE PAVED
 NA1624'COUNTY ROAD LEADING EAST, 30 FEET EAST OF CENTER-LINE OF STATE
 NA1624'HIGHWAY NO. 26, 9.5 FEET NORTHEAST OF NORTH GATE POST, 6 FEET EAST OF
 NA1624'FORKED TREE USED AS CORNER FENCE POST, 1 FOOT WEST OF REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1685 ***********************************************************************
 NA1685  DESIGNATION -  B 287
 NA1685  PID         -  NA1685
 NA1685  STATE/COUNTY-  NY/CHENANGO
 NA1685  USGS QUAD   -  SOUTH OTSELIC (1976)
 NA1685
 NA1685                         *CURRENT SURVEY CONTROL
 NA1685  ___________________________________________________________________
 NA1685* NAD 83(1986)-  42 41 34.     (N)    075 52 21.     (W)     SCALED    
 NA1685* NAVD 88     -       379.935  (meters)    1246.50   (feet)  ADJUSTED  
 NA1685  ___________________________________________________________________
 NA1685  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 NA1685  DYNAMIC HT  -         379.807 (meters)    1246.08  (feet)  COMP
 NA1685  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 NA1685
 NA1685  VERT ORDER  -  SECOND    CLASS 0
 NA1685
 NA1685.The horizontal coordinates were scaled from a topographic map and have
 NA1685.an estimated accuracy of +/- 6 seconds.
 NA1685
 NA1685.The orthometric height was determined by differential leveling
 NA1685.and adjusted by the National Geodetic Survey in June 1991..
 NA1685
 NA1685.The geoid height was determined by GEOID03.
 NA1685
 NA1685.The dynamic height is computed by dividing the NAVD 88
 NA1685.geopotential number by the normal gravity value computed on the
 NA1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1685.degrees latitude (g = 980.6199 gals.).
 NA1685
 NA1685.The modeled gravity was interpolated from observed gravity values.
 NA1685
 NA1685;                    North         East    Units  Estimated Accuracy
 NA1685;SPC NY C     -   299,290.      308,250.      MT  (+/- 180 meters Scaled)
 NA1685
 NA1685                          SUPERSEDED SURVEY CONTROL
 NA1685
 NA1685  NGVD 29 (??/??/92)  380.059  (m)         1246.91   (f) ADJ UNCH    2 0
 NA1685
 NA1685.Superseded values are not recommended for survey control.
 NA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1685.See file dsdata.txt to determine how the superseded data were derived.
 NA1685
 NA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN285270(NAD 83)
 NA1685_MARKER: DB = BENCH MARK DISK
 NA1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1685_STAMPING: B 287 1942
 NA1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1685+STABILITY: SURFACE MOTION
 NA1685
 NA1685  HISTORY     - Date     Condition        Report By
 NA1685  HISTORY     - 1942     MONUMENTED       CGS
 NA1685
 NA1685                          STATION DESCRIPTION
 NA1685
 NA1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1685'4.8 MI S FROM DERUYTER.
 NA1685'IN CHENANGO COUNTY 4.8 MILES SOUTH ALONG A COUNTRY ROAD FROM THE POST
 NA1685'OFFICE AT DERUYTER, MADISON COUNTY, 0.1 MILE SOUTH OF A 2-STORY
 NA1685'FARMHOUSE WEST OF THE ROAD, AT THE NORTHEAST CORNER OF A CULTIVATED
 NA1685'FIELD, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 16.7 FEET WEST OF
 NA1685'A CORNER FENCE POST, 2.6 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 1
 NA1685'FOOT EAST OF A WITNESS POST.  A STANDARD DISK, STAMPED B 287 1942 AND
 NA1685'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1541 ***********************************************************************
 NA1541  DESIGNATION -  B 289
 NA1541  PID         -  NA1541
 NA1541  STATE/COUNTY-  NY/MADISON
 NA1541  USGS QUAD   -  DE RUYTER (1943)
 NA1541
 NA1541                         *CURRENT SURVEY CONTROL
 NA1541  ___________________________________________________________________
 NA1541* NAD 83(1986)-  42 50 50.     (N)    075 52 32.     (W)     SCALED    
 NA1541* NAVD 88     -       399.740  (meters)    1311.48   (feet)  ADJUSTED  
 NA1541  ___________________________________________________________________
 NA1541  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NA1541  DYNAMIC HT  -         399.609 (meters)    1311.05  (feet)  COMP
 NA1541  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NA1541
 NA1541  VERT ORDER  -  SECOND    CLASS 0
 NA1541
 NA1541.The horizontal coordinates were scaled from a topographic map and have
 NA1541.an estimated accuracy of +/- 6 seconds.
 NA1541
 NA1541.The orthometric height was determined by differential leveling
 NA1541.and adjusted by the National Geodetic Survey in June 1991..
 NA1541
 NA1541.The geoid height was determined by GEOID03.
 NA1541
 NA1541.The dynamic height is computed by dividing the NAVD 88
 NA1541.geopotential number by the normal gravity value computed on the
 NA1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1541.degrees latitude (g = 980.6199 gals.).
 NA1541
 NA1541.The modeled gravity was interpolated from observed gravity values.
 NA1541
 NA1541;                    North         East    Units  Estimated Accuracy
 NA1541;SPC NY C     -   316,440.      307,850.      MT  (+/- 180 meters Scaled)
 NA1541
 NA1541                          SUPERSEDED SURVEY CONTROL
 NA1541
 NA1541  NGVD 29 (??/??/92)  399.850  (m)         1311.84   (f) ADJ UNCH    2 0
 NA1541
 NA1541.Superseded values are not recommended for survey control.
 NA1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1541.See file dsdata.txt to determine how the superseded data were derived.
 NA1541
 NA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN284442(NAD 83)
 NA1541_MARKER: DB = BENCH MARK DISK
 NA1541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1541_SP_SET: BRIDGE
 NA1541_STAMPING: B 289 1942
 NA1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1541
 NA1541  HISTORY     - Date     Condition        Report By
 NA1541  HISTORY     - 1942     MONUMENTED       CGS
 NA1541
 NA1541                          STATION DESCRIPTION
 NA1541
 NA1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1541'1.1 MI W FROM NEW WOODSTOCK.
 NA1541'0.4 MILE WEST ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT NEW
 NA1541'WOODSTOCK, MADISON COUNTY, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD,
 NA1541'125 FEET WEST OF A RED SILO, NEAR A NARROW STONE BRIDGE, 69 FEET EAST
 NA1541'OF THE CENTERLINE OF THE SOUTH END, 34 FEET SOUTH OF THE CENTERLINE
 NA1541'OF THE ROAD, 2.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 NA1541'WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0458 ***********************************************************************
 OD0458  DESIGNATION -  B 29
 OD0458  PID         -  OD0458
 OD0458  STATE/COUNTY-  NY/WASHINGTON
 OD0458  USGS QUAD   -  WHITEHALL (1950)
 OD0458
 OD0458                         *CURRENT SURVEY CONTROL
 OD0458  ___________________________________________________________________
 OD0458* NAD 83(1986)-  43 32 50.     (N)    073 24 08.     (W)     SCALED    
 OD0458* NAVD 88     -        40.577  (meters)     133.13   (feet)  ADJUSTED  
 OD0458  ___________________________________________________________________
 OD0458  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 OD0458  DYNAMIC HT  -          40.568 (meters)     133.10  (feet)  COMP
 OD0458  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 OD0458
 OD0458  VERT ORDER  -  FIRST     CLASS I
 OD0458
 OD0458.The horizontal coordinates were scaled from a topographic map and have
 OD0458.an estimated accuracy of +/- 6 seconds.
 OD0458
 OD0458.The orthometric height was determined by differential leveling
 OD0458.and adjusted by the National Geodetic Survey in June 1991..
 OD0458.WARNING-Repeat measurements at this control monument indicate possible
 OD0458.vertical movement.
 OD0458
 OD0458.The geoid height was determined by GEOID03.
 OD0458
 OD0458.The dynamic height is computed by dividing the NAVD 88
 OD0458.geopotential number by the normal gravity value computed on the
 OD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0458.degrees latitude (g = 980.6199 gals.).
 OD0458
 OD0458.The modeled gravity was interpolated from observed gravity values.
 OD0458
 OD0458;                    North         East    Units  Estimated Accuracy
 OD0458;SPC NY E     -   524,050.      238,710.      MT  (+/- 180 meters Scaled)
 OD0458
 OD0458                          SUPERSEDED SURVEY CONTROL
 OD0458
 OD0458.No superseded survey control is available for this station.
 OD0458
 OD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP290228(NAD 83)
 OD0458_MARKER: DB = BENCH MARK DISK
 OD0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0458_SP_SET: ABUTMENT
 OD0458_STAMPING: B 29 1927
 OD0458_MARK LOGO: CGS   
 OD0458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0458+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 OD0458
 OD0458  HISTORY     - Date     Condition        Report By
 OD0458  HISTORY     - 1927     MONUMENTED       CGS
 OD0458  HISTORY     - 1973     GOOD             NGS
 OD0458  HISTORY     - 1980     GOOD             NGS
 OD0458  HISTORY     - 19940405 GOOD             VTAT
 OD0458
 OD0458                          STATION DESCRIPTION
 OD0458
 OD0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0458'IN WHITEHALL.
 OD0458'0.2 MILE EAST ALONG RUTLAND BRANCH OF THE DELAWARE AND HUDSON RAILROAD
 OD0458'FROM THE STATION AT WHITEHALL, AT RAILROAD BRIDGE 77-64 OVER CHAMPLAIN
 OD0458'CANAL, SET IN TOP AND CENTER OF THE EAST CONCRETE ABUTMENT AND BETWEEN
 OD0458'TWO TRACKS, 4.4 FEET NORTH OF THE NORTH RAIL OF THE SOUTH TRACK, 3.7
 OD0458'FEET SOUTH OF THE SOUTH RAIL OF THE NORTH TRACK, AT THE SOUTH END OF
 OD0458'THE SECOND RAILROAD TIE EAST FROM THE WEST EDGE OF ABUTMENT, 1.6 FEET
 OD0458'BELOW THE TOP OF THE RAILS.
 OD0458
 OD0458                          STATION RECOVERY (1980)
 OD0458
 OD0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OD0458'RECOVERED IN GOOD CONDITION.
 OD0458
 OD0458                          STATION RECOVERY (1994)
 OD0458
 OD0458'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1994 (MC)
 OD0458'RECOVERED AS DESCRIBED.  NOTE - STATION CAN BE REACHED FROM DRIVE TO
 OD0458'EB METAL INDUSTRIES, U.S.HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1174 ***********************************************************************
 OE1174  DESIGNATION -  B 290
 OE1174  PID         -  OE1174
 OE1174  STATE/COUNTY-  NY/ONEIDA
 OE1174  USGS QUAD   -  VERNON (1955)
 OE1174
 OE1174                         *CURRENT SURVEY CONTROL
 OE1174  ___________________________________________________________________
 OE1174* NAD 83(1986)-  43 04 32.     (N)    075 31 14.     (W)     SCALED    
 OE1174* NAVD 88     -       208.527  (meters)     684.14   (feet)  ADJUSTED  
 OE1174  ___________________________________________________________________
 OE1174  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 OE1174  DYNAMIC HT  -         208.471 (meters)     683.96  (feet)  COMP
 OE1174  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 OE1174
 OE1174  VERT ORDER  -  SECOND    CLASS 0
 OE1174
 OE1174.The horizontal coordinates were scaled from a topographic map and have
 OE1174.an estimated accuracy of +/- 6 seconds.
 OE1174
 OE1174.The orthometric height was determined by differential leveling
 OE1174.and adjusted by the National Geodetic Survey in June 1991..
 OE1174
 OE1174.The geoid height was determined by GEOID03.
 OE1174
 OE1174.The dynamic height is computed by dividing the NAVD 88
 OE1174.geopotential number by the normal gravity value computed on the
 OE1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1174.degrees latitude (g = 980.6199 gals.).
 OE1174
 OE1174.The modeled gravity was interpolated from observed gravity values.
 OE1174
 OE1174;                    North         East    Units  Estimated Accuracy
 OE1174;SPC NY C     -   342,110.      336,550.      MT  (+/- 180 meters Scaled)
 OE1174
 OE1174                          SUPERSEDED SURVEY CONTROL
 OE1174
 OE1174  NGVD 29 (??/??/92)  208.684  (m)          684.66   (f) ADJ UNCH    2 0
 OE1174
 OE1174.Superseded values are not recommended for survey control.
 OE1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1174.See file dsdata.txt to determine how the superseded data were derived.
 OE1174
 OE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN576693(NAD 83)
 OE1174_MARKER: DB = BENCH MARK DISK
 OE1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1174_STAMPING: B 290 1942
 OE1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1174+STABILITY: SURFACE MOTION
 OE1174
 OE1174  HISTORY     - Date     Condition        Report By
 OE1174  HISTORY     - 1942     MONUMENTED       CGS
 OE1174
 OE1174                          STATION DESCRIPTION
 OE1174
 OE1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1174'1.2 MI E FROM VERNON.
 OE1174'1.2 MILES EAST ALONG STATE HIGHWAY NO. 5 FROM THE VERNON HIGH SCHOOL
 OE1174'AT VERNON, ABOUT 200 YARDS NORTHEAST OF A LARGE WHITE BARN, 33 FEET
 OE1174'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF POLE NO.
 OE1174'NYP 717/35, 13 FEET NORTHEAST OF THE NORTH END OF THE SOUTH END OF A
 OE1174'HOWE CAVERNS BILLBOARD, 3 FEET NORTHWEST OF A FENCE CORNER POST, AND 2
 OE1174'FEET SOUTH OF A REFERENCE POST. A DISK, SET IN THE TOP OF A CONCRETE
 OE1174'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1558 ***********************************************************************
 NA1558  DESIGNATION -  B 291
 NA1558  PID         -  NA1558
 NA1558  STATE/COUNTY-  NY/MADISON
 NA1558  USGS QUAD   -  CAZENOVIA (1943)
 NA1558
 NA1558                         *CURRENT SURVEY CONTROL
 NA1558  ___________________________________________________________________
 NA1558* NAD 83(1986)-  42 56 41.     (N)    075 48 11.     (W)     SCALED    
 NA1558* NAVD 88     -       426.640  (meters)    1399.73   (feet)  ADJUSTED  
 NA1558  ___________________________________________________________________
 NA1558  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 NA1558  DYNAMIC HT  -         426.511 (meters)    1399.31  (feet)  COMP
 NA1558  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NA1558
 NA1558  VERT ORDER  -  SECOND    CLASS 0
 NA1558
 NA1558.The horizontal coordinates were scaled from a topographic map and have
 NA1558.an estimated accuracy of +/- 6 seconds.
 NA1558
 NA1558.The orthometric height was determined by differential leveling
 NA1558.and adjusted by the National Geodetic Survey in June 1991..
 NA1558
 NA1558.The geoid height was determined by GEOID03.
 NA1558
 NA1558.The dynamic height is computed by dividing the NAVD 88
 NA1558.geopotential number by the normal gravity value computed on the
 NA1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1558.degrees latitude (g = 980.6199 gals.).
 NA1558
 NA1558.The modeled gravity was interpolated from observed gravity values.
 NA1558
 NA1558;                    North         East    Units  Estimated Accuracy
 NA1558;SPC NY C     -   327,330.      313,680.      MT  (+/- 180 meters Scaled)
 NA1558
 NA1558                          SUPERSEDED SURVEY CONTROL
 NA1558
 NA1558  NGVD 29 (??/??/92)  426.765  (m)         1400.14   (f) ADJ UNCH    2 0
 NA1558
 NA1558.Superseded values are not recommended for survey control.
 NA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1558.See file dsdata.txt to determine how the superseded data were derived.
 NA1558
 NA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN344549(NAD 83)
 NA1558_MARKER: DB = BENCH MARK DISK
 NA1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1558_STAMPING: B 291 1942
 NA1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1558+STABILITY: SURFACE MOTION
 NA1558
 NA1558  HISTORY     - Date     Condition        Report By
 NA1558  HISTORY     - 1942     MONUMENTED       CGS
 NA1558  HISTORY     - 1968     GOOD             KONSKI
 NA1558
 NA1558                          STATION DESCRIPTION
 NA1558
 NA1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1558'2.8 MI E FROM CAZENOVIA.
 NA1558'2.8 MILES EAST ALONG THE CAZENOVIA TO PETERBORO PAVED ROAD FROM THE
 NA1558'MUNICIPAL BUILDING AT CAZENOVIA, ABOUT HALF WAY BETWEEN TELEPHONE
 NA1558'POLES NO. 109 AND NO. 110, ALONG A FENCE BETWEEN A PASTURE AND A
 NA1558'CULTIVATED FIELD, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.8
 NA1558'FEET EAST OF A FENCE, AND 1 FOOT SOUTH OF A REFERENCE POST.  A DISK,
 NA1558'SET IN THE TOP OF A CONCRETE POST.
 NA1558
 NA1558                          STATION RECOVERY (1968)
 NA1558
 NA1558'RECOVERY NOTE BY KONSKI ENGINEERS 1968
 NA1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0061 ***********************************************************************
 LY0061  DESIGNATION -  B 292
 LY0061  PID         -  LY0061
 LY0061  STATE/COUNTY-  NY/ULSTER
 LY0061  USGS QUAD   -  WEST SHOKAN (1969)
 LY0061
 LY0061                         *CURRENT SURVEY CONTROL
 LY0061  ___________________________________________________________________
 LY0061* NAD 83(1986)-  41 53 53.     (N)    074 16 53.     (W)     SCALED    
 LY0061* NAVD 88     -       276.470  (meters)     907.05   (feet)  ADJUSTED  
 LY0061  ___________________________________________________________________
 LY0061  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LY0061  DYNAMIC HT  -         276.364 (meters)     906.70  (feet)  COMP
 LY0061  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 LY0061
 LY0061  VERT ORDER  -  SECOND    CLASS 0
 LY0061
 LY0061.The horizontal coordinates were scaled from a topographic map and have
 LY0061.an estimated accuracy of +/- 6 seconds.
 LY0061
 LY0061.The orthometric height was determined by differential leveling
 LY0061.and adjusted by the National Geodetic Survey in June 1991..
 LY0061
 LY0061.The geoid height was determined by GEOID03.
 LY0061
 LY0061.The dynamic height is computed by dividing the NAVD 88
 LY0061.geopotential number by the normal gravity value computed on the
 LY0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0061.degrees latitude (g = 980.6199 gals.).
 LY0061
 LY0061.The modeled gravity was interpolated from observed gravity values.
 LY0061
 LY0061;                    North         East    Units  Estimated Accuracy
 LY0061;SPC NY E     -   340,300.      168,140.      MT  (+/- 180 meters Scaled)
 LY0061
 LY0061                          SUPERSEDED SURVEY CONTROL
 LY0061
 LY0061  NGVD 29 (??/??/92)  276.681  (m)          907.74   (f) ADJ UNCH    2 0
 LY0061
 LY0061.Superseded values are not recommended for survey control.
 LY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0061.See file dsdata.txt to determine how the superseded data were derived.
 LY0061
 LY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM596387(NAD 83)
 LY0061_MARKER: DB = BENCH MARK DISK
 LY0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0061_STAMPING: B 292 1942
 LY0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0061+STABILITY: SURFACE MOTION
 LY0061
 LY0061  HISTORY     - Date     Condition        Report By
 LY0061  HISTORY     - 1942     MONUMENTED       CGS
 LY0061  HISTORY     - 1984     GOOD             USPSQD
 LY0061
 LY0061                          STATION DESCRIPTION
 LY0061
 LY0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0061'1.1 MI NE FROM SAMSONVILLE.
 LY0061'1.1 MILES NORTHEAST ALONG A MACADAM ROAD FROM THE METHODIST
 LY0061'CHURCH AT SAMSONVILLE, ULSTER COUNTY, 106 FEET NORTHEAST OF POLE
 LY0061'21660-K, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 18
 LY0061'FEET NORTHWEST OF THE CNETERLINE OF THE OLD ROADBED, 3.7
 LY0061'FEET NORTH OF A SMALL APPLE TREE, 2 FEET FROM A WHITE WOODEN
 LY0061'WITNESS POST, AND 1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD
 LY0061'DISK, STAMPED B 292 1942 AND SET IN THE TOP OF A CONCRETE POST.
 LY0061
 LY0061                          STATION RECOVERY (1984)
 LY0061
 LY0061'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0061'1.1 MILES NORTHWEST ALONG A MACADAM ROAD FROM THE METHODIST CHURCH AT
 LY0061'SAMSONVILLE, ULSTER COUNTY, 106 FEET NORTHEAST POLE NYT 7, 21 FEET
 LY0061'SOUTHEAST CENTERLINE OF ROAD, 16 INCHES HIGHER THAN THE ROAD. A
 LY0061'STANDARD DISK, STAMPED 'B 292 1942' AND SET IN THE TOP OF A CONCRETE
 LY0061'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1109 ***********************************************************************
 NA1109  DESIGNATION -  B 293
 NA1109  PID         -  NA1109
 NA1109  STATE/COUNTY-  NY/HERKIMER
 NA1109  USGS QUAD   -  MILLERS MILLS (1943)
 NA1109
 NA1109                         *CURRENT SURVEY CONTROL
 NA1109  ___________________________________________________________________
 NA1109* NAD 83(1986)-  42 55 59.     (N)    075 03 11.     (W)     SCALED    
 NA1109* NAVD 88     -       462.802  (meters)    1518.38   (feet)  ADJUSTED  
 NA1109  ___________________________________________________________________
 NA1109  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 NA1109  DYNAMIC HT  -         462.651 (meters)    1517.88  (feet)  COMP
 NA1109  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NA1109
 NA1109  VERT ORDER  -  SECOND    CLASS 0
 NA1109
 NA1109.The horizontal coordinates were scaled from a topographic map and have
 NA1109.an estimated accuracy of +/- 6 seconds.
 NA1109
 NA1109.The orthometric height was determined by differential leveling
 NA1109.and adjusted by the National Geodetic Survey in June 1991..
 NA1109
 NA1109.The geoid height was determined by GEOID03.
 NA1109
 NA1109.The dynamic height is computed by dividing the NAVD 88
 NA1109.geopotential number by the normal gravity value computed on the
 NA1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1109.degrees latitude (g = 980.6199 gals.).
 NA1109
 NA1109.The modeled gravity was interpolated from observed gravity values.
 NA1109
 NA1109;                    North         East    Units  Estimated Accuracy
 NA1109;SPC NY E     -   455,380.      104,860.      MT  (+/- 180 meters Scaled)
 NA1109
 NA1109                          SUPERSEDED SURVEY CONTROL
 NA1109
 NA1109  NGVD 29 (??/??/92)  462.935  (m)         1518.81   (f) ADJ UNCH    2 0
 NA1109
 NA1109.Superseded values are not recommended for survey control.
 NA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1109.See file dsdata.txt to determine how the superseded data were derived.
 NA1109
 NA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN956533(NAD 83)
 NA1109_MARKER: DB = BENCH MARK DISK
 NA1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1109_STAMPING: B 293 1942
 NA1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1109+STABILITY: SURFACE MOTION
 NA1109
 NA1109  HISTORY     - Date     Condition        Report By
 NA1109  HISTORY     - 1942     MONUMENTED       CGS
 NA1109  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1109  HISTORY     - 19900601 MARK NOT FOUND   USGS
 NA1109
 NA1109                          STATION DESCRIPTION
 NA1109
 NA1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1109'0.9 MI W FROM COLUMBIA CENTER.
 NA1109'0.9 MILE WEST ALONG A BLACK TOP ROAD FROM THE TOWN HALL AT COLUMBIA
 NA1109'CENTER, ABOUT 90 YARDS WEST OF THE TOWN OF COLUMBIA EQUIPMENT SHED,
 NA1109'IN THE NORTHEAST CORNER OF A PASTURE, 30 FEET SOUTH OF THE CENTER
 NA1109'LINE OF ROAD, 2.5 FEET SOUTH OF A FENCE, AND 1.6 FEET EAST OF A
 NA1109'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
 NA1109
 NA1109                          STATION RECOVERY (1982)
 NA1109
 NA1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1109'MARK NOT FOUND.
 NA1109
 NA1109                          STATION RECOVERY (1990)
 NA1109
 NA1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RBD)
 NA1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1092 ***********************************************************************
 NA1092  DESIGNATION -  B 294
 NA1092  PID         -  NA1092
 NA1092  STATE/COUNTY-  NY/HERKIMER
 NA1092  USGS QUAD   -  WEST WINFIELD (1981)
 NA1092
 NA1092                         *CURRENT SURVEY CONTROL
 NA1092  ___________________________________________________________________
 NA1092* NAD 83(1986)-  42 52 41.     (N)    075 08 14.     (W)     SCALED    
 NA1092* NAVD 88     -       420.031  (meters)    1378.05   (feet)  ADJUSTED  
 NA1092  ___________________________________________________________________
 NA1092  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NA1092  DYNAMIC HT  -         419.898 (meters)    1377.62  (feet)  COMP
 NA1092  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NA1092
 NA1092  VERT ORDER  -  SECOND    CLASS 0
 NA1092
 NA1092.The horizontal coordinates were scaled from a topographic map and have
 NA1092.an estimated accuracy of +/- 6 seconds.
 NA1092
 NA1092.The orthometric height was determined by differential leveling
 NA1092.and adjusted by the National Geodetic Survey in June 1991..
 NA1092
 NA1092.The geoid height was determined by GEOID03.
 NA1092
 NA1092.The dynamic height is computed by dividing the NAVD 88
 NA1092.geopotential number by the normal gravity value computed on the
 NA1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1092.degrees latitude (g = 980.6199 gals.).
 NA1092
 NA1092.The modeled gravity was interpolated from observed gravity values.
 NA1092
 NA1092;                    North         East    Units  Estimated Accuracy
 NA1092;SPC NY E     -   449,320.       97,940.      MT  (+/- 180 meters Scaled)
 NA1092
 NA1092                          SUPERSEDED SURVEY CONTROL
 NA1092
 NA1092  NGVD 29 (??/??/92)  420.164  (m)         1378.49   (f) ADJ UNCH    2 0
 NA1092
 NA1092.Superseded values are not recommended for survey control.
 NA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1092.See file dsdata.txt to determine how the superseded data were derived.
 NA1092
 NA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN887472(NAD 83)
 NA1092_MARKER: DB = BENCH MARK DISK
 NA1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1092_SP_SET: BRIDGE
 NA1092_STAMPING: B 294 1942
 NA1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1092
 NA1092  HISTORY     - Date     Condition        Report By
 NA1092  HISTORY     - 1942     MONUMENTED       CGS
 NA1092  HISTORY     - 1977     GOOD             NYDT
 NA1092
 NA1092                          STATION DESCRIPTION
 NA1092
 NA1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1092'1.2 MI SE FROM EAST WINFIELD.
 NA1092'0.3 MILES WEST ALONG U. S. HIGHWAY NO. 20 FROM AN INTERSECTION OF U.
 NA1092'S. HIGHWAY NO. 20 AND STATE HIGHWAY NO. 51 AT EAST WINFIELD, THENCE
 NA1092'0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD, AT A CONCRETE BRIDGE.  A
 NA1092'DISK, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 20 FEET
 NA1092'EAST OF THE CENTER LINE OF THE ROAD.
 NA1092
 NA1092                          STATION RECOVERY (1977)
 NA1092
 NA1092'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA1092'THE MARK IS LOCATED ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY ROUTE 20
 NA1092'FROM THE JUNCTION OF STATE HIGHWAY 51 AT EAST WINFIELD, HERKIMER
 NA1092'COUNTY, THENCE ABOUT 1.0 SOUTHEAST ALONG GULF ROAD TO A CONCRETE
 NA1092'BRIDGE, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT , 20 FEET
 NA1092'EAST OF THE CENTERLINE OF THE ROAD. THE MARK IS A STANDARD DISK
 NA1092'STAMPED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1174 ***********************************************************************
 NA1174  DESIGNATION -  B 295
 NA1174  PID         -  NA1174
 NA1174  STATE/COUNTY-  NY/OTSEGO
 NA1174  USGS QUAD   -  EDMESTON (1994)
 NA1174
 NA1174                         *CURRENT SURVEY CONTROL
 NA1174  ___________________________________________________________________
 NA1174* NAD 83(1986)-  42 37 57.     (N)    075 13 34.     (W)     SCALED    
 NA1174* NAVD 88     -       522.782  (meters)    1715.16   (feet)  ADJUSTED  
 NA1174  ___________________________________________________________________
 NA1174  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 NA1174  DYNAMIC HT  -         522.607 (meters)    1714.59  (feet)  COMP
 NA1174  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 NA1174
 NA1174  VERT ORDER  -  SECOND    CLASS 0
 NA1174
 NA1174.The horizontal coordinates were scaled from a topographic map and have
 NA1174.an estimated accuracy of +/- 6 seconds.
 NA1174
 NA1174.The orthometric height was determined by differential leveling
 NA1174.and adjusted by the National Geodetic Survey in June 1991..
 NA1174
 NA1174.The geoid height was determined by GEOID03.
 NA1174
 NA1174.The dynamic height is computed by dividing the NAVD 88
 NA1174.geopotential number by the normal gravity value computed on the
 NA1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1174.degrees latitude (g = 980.6199 gals.).
 NA1174
 NA1174.The modeled gravity was interpolated from observed gravity values.
 NA1174
 NA1174;                    North         East    Units  Estimated Accuracy
 NA1174;SPC NY E     -   422,110.       90,450.      MT  (+/- 180 meters Scaled)
 NA1174
 NA1174                          SUPERSEDED SURVEY CONTROL
 NA1174
 NA1174  NGVD 29 (??/??/92)  522.904  (m)         1715.56   (f) ADJ UNCH    2 0
 NA1174
 NA1174.Superseded values are not recommended for survey control.
 NA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1174.See file dsdata.txt to determine how the superseded data were derived.
 NA1174
 NA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN814200(NAD 83)
 NA1174_MARKER: DB = BENCH MARK DISK
 NA1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1174_STAMPING: B 295 1942
 NA1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1174+STABILITY: SURFACE MOTION
 NA1174
 NA1174  HISTORY     - Date     Condition        Report By
 NA1174  HISTORY     - 1942     MONUMENTED       CGS
 NA1174
 NA1174                          STATION DESCRIPTION
 NA1174
 NA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1174'3.5 MI W FROM GARRATTSVILLE.
 NA1174'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 51 FROM THE POST OFFICE AT
 NA1174'GARRATTSVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.7
 NA1174'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.9 MILE WEST ALONG A DIRT
 NA1174'ROAD, AT A T INTERSECTION OF A GRAVEL ROAD AND A DIRT ROAD LEADING
 NA1174'SOUTH, 42 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 35 FEET
 NA1174'WEST OF THE CENTER LINE OF THE DIRT ROAD, 3 FEET EAST OF A FENCE, AND
 NA1174'1.5 FEET NORTH OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A
 NA1174'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0157 ***********************************************************************
 NA0157  DESIGNATION -  B 296
 NA0157  PID         -  NA0157
 NA0157  STATE/COUNTY-  NY/SCHOHARIE
 NA0157  USGS QUAD   -  SCHOHARIE (1994)
 NA0157
 NA0157                         *CURRENT SURVEY CONTROL
 NA0157  ___________________________________________________________________
 NA0157* NAD 83(1986)-  42 40 33.     (N)    074 15 53.     (W)     SCALED    
 NA0157* NAVD 88     -       198.406  (meters)     650.94   (feet)  ADJUSTED  
 NA0157  ___________________________________________________________________
 NA0157  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NA0157  DYNAMIC HT  -         198.346 (meters)     650.74  (feet)  COMP
 NA0157  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 NA0157
 NA0157  VERT ORDER  -  SECOND    CLASS 0
 NA0157
 NA0157.The horizontal coordinates were scaled from a topographic map and have
 NA0157.an estimated accuracy of +/- 6 seconds.
 NA0157
 NA0157.The orthometric height was determined by differential leveling
 NA0157.and adjusted by the National Geodetic Survey in June 1991..
 NA0157
 NA0157.The geoid height was determined by GEOID03.
 NA0157
 NA0157.The dynamic height is computed by dividing the NAVD 88
 NA0157.geopotential number by the normal gravity value computed on the
 NA0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0157.degrees latitude (g = 980.6199 gals.).
 NA0157
 NA0157.The modeled gravity was interpolated from observed gravity values.
 NA0157
 NA0157;                    North         East    Units  Estimated Accuracy
 NA0157;SPC NY E     -   426,690.      169,280.      MT  (+/- 180 meters Scaled)
 NA0157
 NA0157                          SUPERSEDED SURVEY CONTROL
 NA0157
 NA0157  NGVD 29 (??/??/92)  198.556  (m)          651.43   (f) ADJ UNCH    2 0
 NA0157
 NA0157.Superseded values are not recommended for survey control.
 NA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0157.See file dsdata.txt to determine how the superseded data were derived.
 NA0157
 NA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN602250(NAD 83)
 NA0157_MARKER: DB = BENCH MARK DISK
 NA0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0157_SP_SET: CULVERT
 NA0157_STAMPING: B 296 1942
 NA0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0157
 NA0157  HISTORY     - Date     Condition        Report By
 NA0157  HISTORY     - 1942     MONUMENTED       CGS
 NA0157
 NA0157                          STATION DESCRIPTION
 NA0157
 NA0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0157'1.7 MI NW FROM GALLUPVILLE.
 NA0157'ABOUT 1.7 MILES NORTHWEST ALONG HIGHWAY NO. 43 FROM THE HIGHWAY
 NA0157'BRIDGE OVER KING CREEK AT GALLUPVILLE, ABOUT 280 FEET WEST OF A FARM
 NA0157'ENTRANCE, 97 FEET NORTHEAST OF A POWER POLE, 14 FEET NORTH OF THE
 NA0157'CENTER LINE OF THE HIGHWAY, A U.S.C. AND G.S. DISK SET IN THE TOP OF
 NA0157'THE NORTH HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0158 ***********************************************************************
 NA0158  DESIGNATION -  B 296 RESET 1962
 NA0158  PID         -  NA0158
 NA0158  STATE/COUNTY-  NY/SCHOHARIE
 NA0158  USGS QUAD   -  SCHOHARIE (1994)
 NA0158
 NA0158                         *CURRENT SURVEY CONTROL
 NA0158  ___________________________________________________________________
 NA0158* NAD 83(1986)-  42 40 33.     (N)    074 15 53.     (W)     SCALED    
 NA0158* NAVD 88     -       198.52   (meters)     651.3    (feet)  RESET     
 NA0158  ___________________________________________________________________
 NA0158  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NA0158
 NA0158  VERT ORDER  -  THIRD
 NA0158
 NA0158.The horizontal coordinates were scaled from a topographic map and have
 NA0158.an estimated accuracy of +/- 6 seconds.
 NA0158
 NA0158.The orthometric height was computed from unverified reset data.
 NA0158
 NA0158.The geoid height was determined by GEOID03.
 NA0158
 NA0158;                    North         East    Units  Estimated Accuracy
 NA0158;SPC NY E     -   426,690.      169,280.      MT  (+/- 180 meters Scaled)
 NA0158
 NA0158                          SUPERSEDED SURVEY CONTROL
 NA0158
 NA0158.No superseded survey control is available for this station.
 NA0158
 NA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN602250(NAD 83)
 NA0158_MARKER: DB = BENCH MARK DISK
 NA0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0158_SP_SET: CULVERT
 NA0158_STAMPING: B 296 RESET 1962
 NA0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0158
 NA0158  HISTORY     - Date     Condition        Report By
 NA0158  HISTORY     - 1962     MONUMENTED       NYHD
 NA0158
 NA0158                          STATION DESCRIPTION
 NA0158
 NA0158'DESCRIBED BY NY DEPT OF HIGHWAYS 1962
 NA0158'1.7 MI NW FROM GALLUPVILLE.
 NA0158'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 43, FROM THE BRIDGE OVER
 NA0158'KINGS CREEK AT GALLUPVILLE, 280 FEET WEST OF A FARM ENTRANCE, 97 FEET
 NA0158'NORTHEAST OF A POWER LINE POLE, AT A CONCRETE-BOX CULVERT, 17.7 FEET
 NA0158'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF THE
 NA0158'NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1647 ***********************************************************************
 NA1647  DESIGNATION -  B 297
 NA1647  PID         -  NA1647
 NA1647  STATE/COUNTY-  NY/CHENANGO
 NA1647  USGS QUAD   -  EARLVILLE (1943)
 NA1647
 NA1647                         *CURRENT SURVEY CONTROL
 NA1647  ___________________________________________________________________
 NA1647* NAD 83(1986)-  42 42 43.     (N)    075 33 24.     (W)     SCALED    
 NA1647* NAVD 88     -       328.942  (meters)    1079.20   (feet)  ADJUSTED  
 NA1647  ___________________________________________________________________
 NA1647  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NA1647  DYNAMIC HT  -         328.838 (meters)    1078.86  (feet)  COMP
 NA1647  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NA1647
 NA1647  VERT ORDER  -  SECOND    CLASS 0
 NA1647
 NA1647.The horizontal coordinates were scaled from a topographic map and have
 NA1647.an estimated accuracy of +/- 6 seconds.
 NA1647
 NA1647.The orthometric height was determined by differential leveling
 NA1647.and adjusted by the National Geodetic Survey in June 1991..
 NA1647
 NA1647.The geoid height was determined by GEOID03.
 NA1647
 NA1647.The dynamic height is computed by dividing the NAVD 88
 NA1647.geopotential number by the normal gravity value computed on the
 NA1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1647.degrees latitude (g = 980.6199 gals.).
 NA1647
 NA1647.The modeled gravity was interpolated from observed gravity values.
 NA1647
 NA1647;                    North         East    Units  Estimated Accuracy
 NA1647;SPC NY C     -   301,680.      334,100.      MT  (+/- 180 meters Scaled)
 NA1647
 NA1647                          SUPERSEDED SURVEY CONTROL
 NA1647
 NA1647  NGVD 29 (??/??/92)  329.062  (m)         1079.60   (f) ADJ UNCH    2 0
 NA1647
 NA1647.Superseded values are not recommended for survey control.
 NA1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1647.See file dsdata.txt to determine how the superseded data were derived.
 NA1647
 NA1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN544289(NAD 83)
 NA1647_MARKER: DB = BENCH MARK DISK
 NA1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1647_STAMPING: B 297 1942
 NA1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1647+STABILITY: SURFACE MOTION
 NA1647
 NA1647  HISTORY     - Date     Condition        Report By
 NA1647  HISTORY     - 1942     MONUMENTED       CGS
 NA1647
 NA1647                          STATION DESCRIPTION
 NA1647
 NA1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1647'2.2 MI NE FROM SMYRNA.
 NA1647'2.2 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 NA1647'SMYRNA, CHENANGO COUNTY, 39 FEET NORTH OF POLE 272, AT THE SOUTHEAST
 NA1647'CORNER OF A CULTIVATED FIELD, 31 FEET WEST OF THE CENTER LINE OF THE
 NA1647'ROAD, 30 FEET NORTH OF THE CENTER LINE OF A WAGON ROAD LEADING WEST
 NA1647'INTO THE FIELD, AND 1 FOOT EAST OF A WITNESS POST.  A STANDARD DISK,
 NA1647'STAMPED B 297 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1053 ***********************************************************************
 NA1053  DESIGNATION -  B 298
 NA1053  PID         -  NA1053
 NA1053  STATE/COUNTY-  NY/CHENANGO
 NA1053  USGS QUAD   -  SHERBURNE (1994)
 NA1053
 NA1053                         *CURRENT SURVEY CONTROL
 NA1053  ___________________________________________________________________
 NA1053* NAD 83(1986)-  42 43 35.     (N)    075 24 33.     (W)     SCALED    
 NA1053* NAVD 88     -       461.613  (meters)    1514.48   (feet)  ADJUSTED  
 NA1053  ___________________________________________________________________
 NA1053  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NA1053  DYNAMIC HT  -         461.460 (meters)    1513.97  (feet)  COMP
 NA1053  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NA1053
 NA1053  VERT ORDER  -  SECOND    CLASS 0
 NA1053
 NA1053.The horizontal coordinates were scaled from a topographic map and have
 NA1053.an estimated accuracy of +/- 6 seconds.
 NA1053
 NA1053.The orthometric height was determined by differential leveling
 NA1053.and adjusted by the National Geodetic Survey in June 1991..
 NA1053
 NA1053.The geoid height was determined by GEOID03.
 NA1053
 NA1053.The dynamic height is computed by dividing the NAVD 88
 NA1053.geopotential number by the normal gravity value computed on the
 NA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1053.degrees latitude (g = 980.6199 gals.).
 NA1053
 NA1053.The modeled gravity was interpolated from observed gravity values.
 NA1053
 NA1053;                    North         East    Units  Estimated Accuracy
 NA1053;SPC NY C     -   303,450.      346,160.      MT  (+/- 180 meters Scaled)
 NA1053
 NA1053                          SUPERSEDED SURVEY CONTROL
 NA1053
 NA1053  NGVD 29 (??/??/92)  461.728  (m)         1514.85   (f) ADJ UNCH    2 0
 NA1053
 NA1053.Superseded values are not recommended for survey control.
 NA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1053.See file dsdata.txt to determine how the superseded data were derived.
 NA1053
 NA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN665305(NAD 83)
 NA1053_MARKER: DB = BENCH MARK DISK
 NA1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1053_SP_SET: CULVERT
 NA1053_STAMPING: B 298 1942
 NA1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1053
 NA1053  HISTORY     - Date     Condition        Report By
 NA1053  HISTORY     - 1942     MONUMENTED       CGS
 NA1053
 NA1053                          STATION DESCRIPTION
 NA1053
 NA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1053'1.9 MI E FROM SHERBURNE.
 NA1053'1.9 MILES EAST ALONG STATE HIGHWAY 80 FROM THE NATIONAL BANK AND
 NA1053'TRUST CO. BUILDING AT SHERBURNE, CHENANGO COUNTY, THENCE 5.0 MILES
 NA1053'NORTHEAST ALONG A COUNTY ROAD, 0.1 MILE EAST OF A RED BARN NORTH OF
 NA1053'THE ROAD, 225 FEET WEST OF AN OLD ABANDONED HOUSE, AT A 36-INCH
 NA1053'CONCRETE CULVERT, IN THE EAST CORNER OF THE NORTH HEAD WALL, 24 FEET
 NA1053'NORTH OF THE CENTER LINE OF THE ROAD, AND 7 FEET LOWER THAN THE ROAD.
 NA1053'A STANDARD DISK, STAMPED B 298 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1378 ***********************************************************************
 NA1378  DESIGNATION -  B 299
 NA1378  PID         -  NA1378
 NA1378  STATE/COUNTY-  NY/DELAWARE
 NA1378  USGS QUAD   -  FRANKLIN (1982)
 NA1378
 NA1378                         *CURRENT SURVEY CONTROL
 NA1378  ___________________________________________________________________
 NA1378* NAD 83(1986)-  42 17 25.     (N)    075 09 54.     (W)     SCALED    
 NA1378* NAVD 88     -       587.767  (meters)    1928.37   (feet)  ADJUSTED  
 NA1378  ___________________________________________________________________
 NA1378  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 NA1378  DYNAMIC HT  -         587.552 (meters)    1927.66  (feet)  COMP
 NA1378  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 NA1378
 NA1378  VERT ORDER  -  SECOND    CLASS 0
 NA1378
 NA1378.The horizontal coordinates were scaled from a topographic map and have
 NA1378.an estimated accuracy of +/- 6 seconds.
 NA1378
 NA1378.The orthometric height was determined by differential leveling
 NA1378.and adjusted by the National Geodetic Survey in June 1991..
 NA1378
 NA1378.The geoid height was determined by GEOID03.
 NA1378
 NA1378.The dynamic height is computed by dividing the NAVD 88
 NA1378.geopotential number by the normal gravity value computed on the
 NA1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1378.degrees latitude (g = 980.6199 gals.).
 NA1378
 NA1378.The modeled gravity was interpolated from observed gravity values.
 NA1378
 NA1378;                    North         East    Units  Estimated Accuracy
 NA1378;SPC NY E     -   384,050.       95,160.      MT  (+/- 180 meters Scaled)
 NA1378
 NA1378                          SUPERSEDED SURVEY CONTROL
 NA1378
 NA1378  NGVD 29 (??/??/92)  587.889  (m)         1928.77   (f) ADJ UNCH    2 0
 NA1378
 NA1378.Superseded values are not recommended for survey control.
 NA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1378.See file dsdata.txt to determine how the superseded data were derived.
 NA1378
 NA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM863820(NAD 83)
 NA1378_MARKER: DB = BENCH MARK DISK
 NA1378_SETTING: 80 = SET IN A BOULDER
 NA1378_SP_SET: BOULDER
 NA1378_STAMPING: B-299 1942
 NA1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1378+STABILITY: SURFACE MOTION
 NA1378
 NA1378  HISTORY     - Date     Condition        Report By
 NA1378  HISTORY     - 1942     MONUMENTED       CGS
 NA1378
 NA1378                          STATION DESCRIPTION
 NA1378
 NA1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1378'1.3 MI N FROM MERRICKVILLE.
 NA1378'1.3 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA1378'MERRICKVILLE, SET IN THE TOP OF A BOULDER, 0.15 MILE SOUTHWEST OF A Y
 NA1378'ROAD, 44.8 FEET SOUTH OF AN 18-INCH TREE WITH A TRIANGULAR BLAZE ON
 NA1378'THE NORTHWEST SIDE OF TREE, 17 FEET SOUTHEAST OF THE CENTER-LINE OF
 NA1378'THE ROAD, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT 2 FEET
 NA1378'ABOVE ROAD.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0833 ***********************************************************************
 NB0833  DESIGNATION -  B 3
 NB0833  PID         -  NB0833
 NB0833  STATE/COUNTY-  NY/YATES
 NB0833  USGS QUAD   -  PENN YAN (1976)
 NB0833
 NB0833                         *CURRENT SURVEY CONTROL
 NB0833  ___________________________________________________________________
 NB0833* NAD 83(1986)-  42 40 26.     (N)    077 03 41.     (W)     SCALED    
 NB0833* NAVD 88     -       253.908  (meters)     833.03   (feet)  ADJUSTED  
 NB0833  ___________________________________________________________________
 NB0833  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NB0833  DYNAMIC HT  -         253.829 (meters)     832.77  (feet)  COMP
 NB0833  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 NB0833
 NB0833  VERT ORDER  -  SECOND    CLASS 0
 NB0833
 NB0833.The horizontal coordinates were scaled from a topographic map and have
 NB0833.an estimated accuracy of +/- 6 seconds.
 NB0833
 NB0833.The orthometric height was determined by differential leveling
 NB0833.and adjusted by the National Geodetic Survey in June 1991..
 NB0833
 NB0833.The geoid height was determined by GEOID03.
 NB0833
 NB0833.The dynamic height is computed by dividing the NAVD 88
 NB0833.geopotential number by the normal gravity value computed on the
 NB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0833.degrees latitude (g = 980.6199 gals.).
 NB0833
 NB0833.The modeled gravity was interpolated from observed gravity values.
 NB0833
 NB0833;                    North         East    Units  Estimated Accuracy
 NB0833;SPC NY C     -   297,060.      210,820.      MT  (+/- 180 meters Scaled)
 NB0833
 NB0833                          SUPERSEDED SURVEY CONTROL
 NB0833
 NB0833  NGVD 29 (??/??/92)  254.058  (m)          833.52   (f) ADJ UNCH    2 0
 NB0833
 NB0833.Superseded values are not recommended for survey control.
 NB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0833.See file dsdata.txt to determine how the superseded data were derived.
 NB0833
 NB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN310266(NAD 83)
 NB0833_MARKER: DD = SURVEY DISK
 NB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0833+STABILITY: SURFACE MOTION
 NB0833
 NB0833  HISTORY     - Date     Condition        Report By
 NB0833  HISTORY     - UNK      MONUMENTED       CGS
 NB0833  HISTORY     - 1935     GOOD             NGS
 NB0833  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0833  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0833  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0833
 NB0833                          STATION DESCRIPTION
 NB0833
 NB0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0833'AT PENN YAN.
 NB0833'IS LOCATED AT THE NORTHWEST END OF THE CITY LIMITS OF PENN YAN. 24.3
 NB0833'FT. NORTHEAST OF CENTERLINE OF STATE HY. NO. 14 A. 3 FT. ABOVE
 NB0833'PAVEMENT. TABLET SET IN TOP OF CONCRETE POST 2 IN. HIGH.
 NB0833
 NB0833                          STATION RECOVERY (1985)
 NB0833
 NB0833'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0833'MARK NOT FOUND.
 NB0833
 NB0833                          STATION RECOVERY (1985)
 NB0833
 NB0833'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0833'MARK NOT FOUND.
 NB0833
 NB0833                          STATION RECOVERY (2001)
 NB0833
 NB0833'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0658 ***********************************************************************
 KU0658  DESIGNATION -  B 3
 KU0658  PID         -  KU0658
 KU0658  STATE/COUNTY-  NY/SUFFOLK
 KU0658  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0658
 KU0658                         *CURRENT SURVEY CONTROL
 KU0658  ___________________________________________________________________
 KU0658* NAD 83(1986)-  40 41 44.     (N)    073 20 36.     (W)     SCALED    
 KU0658* NAVD 88     -         5.122  (meters)      16.80   (feet)  ADJUSTED  
 KU0658  ___________________________________________________________________
 KU0658  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU0658  DYNAMIC HT  -           5.120 (meters)      16.80  (feet)  COMP
 KU0658  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 KU0658
 KU0658  VERT ORDER  -  SECOND    CLASS 0
 KU0658
 KU0658.The horizontal coordinates were scaled from a topographic map and have
 KU0658.an estimated accuracy of +/- 6 seconds.
 KU0658
 KU0658.The orthometric height was determined by differential leveling
 KU0658.and adjusted by the National Geodetic Survey in June 1991..
 KU0658
 KU0658.The geoid height was determined by GEOID03.
 KU0658
 KU0658.The dynamic height is computed by dividing the NAVD 88
 KU0658.geopotential number by the normal gravity value computed on the
 KU0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0658.degrees latitude (g = 980.6199 gals.).
 KU0658
 KU0658.The modeled gravity was interpolated from observed gravity values.
 KU0658
 KU0658;                    North         East    Units  Estimated Accuracy
 KU0658;SPC NY L     -    58,940.      355,500.      MT  (+/- 180 meters Scaled)
 KU0658
 KU0658                          SUPERSEDED SURVEY CONTROL
 KU0658
 KU0658  NGVD 29 (??/??/92)    5.489  (m)           18.01   (f) ADJ UNCH    2 0
 KU0658
 KU0658.Superseded values are not recommended for survey control.
 KU0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0658.See file dsdata.txt to determine how the superseded data were derived.
 KU0658
 KU0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL399062(NAD 83)
 KU0658_MARKER: DD = SURVEY DISK
 KU0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0658_STAMPING: EL 18 B 3 1931
 KU0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0658+STABILITY: SURFACE MOTION
 KU0658
 KU0658  HISTORY     - Date     Condition        Report By
 KU0658  HISTORY     - 1931     MONUMENTED       USE
 KU0658  HISTORY     - 1932     GOOD             NGS
 KU0658  HISTORY     - 1956     GOOD             NGS
 KU0658  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0658  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0658  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0658  HISTORY     - 19910818 MARK NOT FOUND   USPSQD
 KU0658
 KU0658                          STATION DESCRIPTION
 KU0658
 KU0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0658'1.6 MI NE FROM LINDENHURST.
 KU0658'1.6 MILES NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0658'STATION AT LINDENHURST, SUFFOLK COUNTY, AT THE GREAT EAST
 KU0658'NECK ROAD CROSSING, 33.5 FEET EAST OF THE CENTERLINE OF THE
 KU0658'ROAD, 14 FEET NORTH OF THE NORTH RAIL, AND 4 FEET NORTH OF POLE
 KU0658'S 3435.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD MAP-CONTROL
 KU0658'STATION DISK, STAMPED EL 18 B 3 1931 AND SET IN THE TOP OF A
 KU0658'CONCRETE POST FLUSH WITH THE GROUND.
 KU0658
 KU0658                          STATION RECOVERY (1956)
 KU0658
 KU0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0658'RECOVERED IN GOOD CONDITION.
 KU0658
 KU0658                          STATION RECOVERY (1985)
 KU0658
 KU0658'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0658'MARK NOT FOUND.
 KU0658
 KU0658                          STATION RECOVERY (1985)
 KU0658
 KU0658'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0658'MARK NOT FOUND.
 KU0658
 KU0658                          STATION RECOVERY (1985)
 KU0658
 KU0658'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0658'MARK NOT FOUND.
 KU0658
 KU0658                          STATION RECOVERY (1991)
 KU0658
 KU0658'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0683 ***********************************************************************
 PG0683  DESIGNATION -  B 3
 PG0683  PID         -  PG0683
 PG0683  STATE/COUNTY-  NY/ESSEX
 PG0683  USGS QUAD   -  
 PG0683
 PG0683                         *CURRENT SURVEY CONTROL
 PG0683  ___________________________________________________________________
 PG0683* NAD 83(1986)-  44 09 06.     (N)    073 26 50.     (W)     SCALED    
 PG0683* NAVD 88     -        80.416  (meters)     263.83   (feet)  ADJUSTED  
 PG0683  ___________________________________________________________________
 PG0683  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 PG0683  DYNAMIC HT  -          80.405 (meters)     263.80  (feet)  COMP
 PG0683  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 PG0683
 PG0683  VERT ORDER  -  FIRST     CLASS I
 PG0683
 PG0683.The horizontal coordinates were scaled from a topographic map and have
 PG0683.an estimated accuracy of +/- 6 seconds.
 PG0683
 PG0683.The orthometric height was determined by differential leveling
 PG0683.and adjusted by the National Geodetic Survey in June 1991..
 PG0683.WARNING-Repeat measurements at this control monument indicate possible
 PG0683.vertical movement.
 PG0683
 PG0683.The geoid height was determined by GEOID03.
 PG0683
 PG0683.The dynamic height is computed by dividing the NAVD 88
 PG0683.geopotential number by the normal gravity value computed on the
 PG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0683.degrees latitude (g = 980.6199 gals.).
 PG0683
 PG0683.The modeled gravity was interpolated from observed gravity values.
 PG0683
 PG0683;                    North         East    Units  Estimated Accuracy
 PG0683;SPC NY E     -   591,150.      234,220.      MT  (+/- 180 meters Scaled)
 PG0683
 PG0683                          SUPERSEDED SURVEY CONTROL
 PG0683
 PG0683  NGVD 29 (??/??/??)   80.577  (m)          264.36   (f) ADJUSTED    1 1
 PG0683
 PG0683.Superseded values are not recommended for survey control.
 PG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0683.See file dsdata.txt to determine how the superseded data were derived.
 PG0683
 PG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP241898(NAD 83)
 PG0683_MARKER: DB = BENCH MARK DISK
 PG0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0683_SP_SET: CULVERT
 PG0683_STAMPING: B 3 1916
 PG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0683
 PG0683  HISTORY     - Date     Condition        Report By
 PG0683  HISTORY     - 1916     MONUMENTED       CGS
 PG0683  HISTORY     - 1973     POOR             NGS
 PG0683
 PG0683                          STATION DESCRIPTION
 PG0683
 PG0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0683'2.65 MI S FROM WESTPORT.
 PG0683'ABOUT 2.65 MILES SOUTH ALONG THE DELAWARE AND HUSDON RAILWAY FROM THE
 PG0683'STATE HIGHWAY 9 UNDERPASS AT WESTPORT, 0.15 MILE NORTH OF MILEPOST
 PG0683'A125-RP66, 0.15 MILE SOUTH OF THE CROSSING OF A FIELD ROAD, 0.1 MILE
 PG0683'NORTH OF THE CROSSING OF A FIELD ROAD, 5.8 FEET WEST OF THE WEST RAIL,
 PG0683'2.6 FEET SOUTH OF THE NORTH END OF THE WEST STONE HEADWALL FOR A STONE
 PG0683'CULVERT, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE--THE CULVERT
 PG0683'IS IN POOR CONDITION, DISK SLOPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0316 ***********************************************************************
 PH0316  DESIGNATION -  B 30
 PH0316  PID         -  PH0316
 PH0316  STATE/COUNTY-  NY/ST LAWRENCE
 PH0316  USGS QUAD   -  
 PH0316
 PH0316                         *CURRENT SURVEY CONTROL
 PH0316  ___________________________________________________________________
 PH0316* NAD 83(1986)-  44 13 10.     (N)    074 33 18.     (W)     SCALED    
 PH0316* NAVD 88     -       510.036  (meters)    1673.34   (feet)  ADJUSTED  
 PH0316  ___________________________________________________________________
 PH0316  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PH0316  DYNAMIC HT  -         509.943 (meters)    1673.04  (feet)  COMP
 PH0316  MODELED GRAV-     980,419.3   (mgal)                       NAVD 88
 PH0316
 PH0316  VERT ORDER  -  FIRST     CLASS II
 PH0316
 PH0316.The horizontal coordinates were scaled from a topographic map and have
 PH0316.an estimated accuracy of +/- 6 seconds.
 PH0316
 PH0316.The orthometric height was determined by differential leveling
 PH0316.and adjusted by the National Geodetic Survey in June 1991..
 PH0316
 PH0316.The geoid height was determined by GEOID03.
 PH0316
 PH0316.The dynamic height is computed by dividing the NAVD 88
 PH0316.geopotential number by the normal gravity value computed on the
 PH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0316.degrees latitude (g = 980.6199 gals.).
 PH0316
 PH0316.The modeled gravity was interpolated from observed gravity values.
 PH0316
 PH0316;                    North         East    Units  Estimated Accuracy
 PH0316;SPC NY E     -   598,150.      145,610.      MT  (+/- 180 meters Scaled)
 PH0316
 PH0316                          SUPERSEDED SURVEY CONTROL
 PH0316
 PH0316  NGVD 29 (??/??/92)  510.080  (m)         1673.49   (f) ADJ UNCH    1 2
 PH0316
 PH0316.Superseded values are not recommended for survey control.
 PH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0316.See file dsdata.txt to determine how the superseded data were derived.
 PH0316
 PH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP355963(NAD 83)
 PH0316_MARKER: DB = BENCH MARK DISK
 PH0316_SETTING: 66 = SET IN ROCK OUTCROP
 PH0316_SP_SET: LARGE ROCK
 PH0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0316+STABILITY: POSITION/ELEVATION WELL
 PH0316
 PH0316  HISTORY     - Date     Condition        Report By
 PH0316  HISTORY     - UNK      MONUMENTED       CGS
 PH0316  HISTORY     - 1931     GOOD             NGS
 PH0316  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0316
 PH0316                          STATION DESCRIPTION
 PH0316
 PH0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0316'IN PIERCEFIELD.
 PH0316'ON THE NEW YORK CENTRAL RIGHT-OF-WAY, ACROSS THE TRACK FROM THE
 PH0316'PIERCEFIELD STATIONAND 3 RAILS SOUTH OF THE BAGGAGE ROOM DOOR. MIDWAY
 PH0316'BETWEEN TELEGRAPH POLES 109-10 AND 109-11, AND 25.3 FEET WEST OF THE
 PH0316'WEST RAIL OF THE TRACK.  ON LEVEL OF THE TRACK.
 PH0316
 PH0316                          STATION RECOVERY (1975)
 PH0316
 PH0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1053 ***********************************************************************
 MZ1053  DESIGNATION -  B 300
 MZ1053  PID         -  MZ1053
 MZ1053  STATE/COUNTY-  NY/ALBANY
 MZ1053  USGS QUAD   -  ALBANY (1980)
 MZ1053
 MZ1053                         *CURRENT SURVEY CONTROL
 MZ1053  ___________________________________________________________________
 MZ1053* NAD 83(1986)-  42 39 29.     (N)    073 48 55.     (W)     SCALED    
 MZ1053* NAVD 88     -        72.014  (meters)     236.27   (feet)  ADJUSTED  
 MZ1053  ___________________________________________________________________
 MZ1053  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MZ1053  DYNAMIC HT  -          71.993 (meters)     236.20  (feet)  COMP
 MZ1053  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 MZ1053
 MZ1053  VERT ORDER  -  SECOND    CLASS 0
 MZ1053
 MZ1053.The horizontal coordinates were scaled from a topographic map and have
 MZ1053.an estimated accuracy of +/- 6 seconds.
 MZ1053
 MZ1053.The orthometric height was determined by differential leveling
 MZ1053.and adjusted by the National Geodetic Survey in June 1991..
 MZ1053
 MZ1053.The geoid height was determined by GEOID03.
 MZ1053
 MZ1053.The dynamic height is computed by dividing the NAVD 88
 MZ1053.geopotential number by the normal gravity value computed on the
 MZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1053.degrees latitude (g = 980.6199 gals.).
 MZ1053
 MZ1053.The modeled gravity was interpolated from observed gravity values.
 MZ1053
 MZ1053;                    North         East    Units  Estimated Accuracy
 MZ1053;SPC NY E     -   424,920.      206,140.      MT  (+/- 180 meters Scaled)
 MZ1053
 MZ1053                          SUPERSEDED SURVEY CONTROL
 MZ1053
 MZ1053  NGVD 29 (??/??/92)   72.203  (m)          236.89   (f) ADJ UNCH    2 0
 MZ1053
 MZ1053.Superseded values are not recommended for survey control.
 MZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1053.See file dsdata.txt to determine how the superseded data were derived.
 MZ1053
 MZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN970235(NAD 83)
 MZ1053_MARKER: DB = BENCH MARK DISK
 MZ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ1053_STAMPING: B 300 1942
 MZ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1053+STABILITY: SURFACE MOTION
 MZ1053
 MZ1053  HISTORY     - Date     Condition        Report By
 MZ1053  HISTORY     - 1942     MONUMENTED       CGS
 MZ1053  HISTORY     - 1963     GOOD             LOCENG
 MZ1053  HISTORY     - 19970716 GOOD             USPSQD
 MZ1053
 MZ1053                          STATION DESCRIPTION
 MZ1053
 MZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1053'AT ALBANY.
 MZ1053'AT ALBANY, 140 FEET NORTHEAST OF THE CENTER LINE OF NORTH CRESCENT
 MZ1053'DRIVE, 25 FEET NORTHWEST OF THE CENTER LINE OF NEW SCOTLAND AVE., 9.5
 MZ1053'FEET NORTHEAST OF A FIRE HYDRANT, A U.S.C. AND G.S. DISK SET IN THE
 MZ1053'TOP OF A CONCRETE POST AND SET FLUSH WITH THE GROUND.
 MZ1053
 MZ1053                          STATION RECOVERY (1963)
 MZ1053
 MZ1053'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 MZ1053'RECOVERED IN GOOD CONDITION.
 MZ1053
 MZ1053                          STATION RECOVERY (1997)
 MZ1053
 MZ1053'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1024 ***********************************************************************
 MZ1024  DESIGNATION -  B 301
 MZ1024  PID         -  MZ1024
 MZ1024  STATE/COUNTY-  NY/ALBANY
 MZ1024  USGS QUAD   -  VOORHEESVILLE (1980)
 MZ1024
 MZ1024                         *CURRENT SURVEY CONTROL
 MZ1024  ___________________________________________________________________
 MZ1024* NAD 83(1986)-  42 42 11.     (N)    073 56 13.     (W)     SCALED    
 MZ1024* NAVD 88     -        61.772  (meters)     202.66   (feet)  ADJUSTED  
 MZ1024  ___________________________________________________________________
 MZ1024  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MZ1024  DYNAMIC HT  -          61.755 (meters)     202.61  (feet)  COMP
 MZ1024  MODELED GRAV-     980,338.5   (mgal)                       NAVD 88
 MZ1024
 MZ1024  VERT ORDER  -  SECOND    CLASS 0
 MZ1024
 MZ1024.The horizontal coordinates were scaled from a topographic map and have
 MZ1024.an estimated accuracy of +/- 6 seconds.
 MZ1024
 MZ1024.The orthometric height was determined by differential leveling
 MZ1024.and adjusted by the National Geodetic Survey in June 1991..
 MZ1024
 MZ1024.The geoid height was determined by GEOID03.
 MZ1024
 MZ1024.The dynamic height is computed by dividing the NAVD 88
 MZ1024.geopotential number by the normal gravity value computed on the
 MZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1024.degrees latitude (g = 980.6199 gals.).
 MZ1024
 MZ1024.The modeled gravity was interpolated from observed gravity values.
 MZ1024
 MZ1024;                    North         East    Units  Estimated Accuracy
 MZ1024;SPC NY E     -   429,840.      196,130.      MT  (+/- 180 meters Scaled)
 MZ1024
 MZ1024                          SUPERSEDED SURVEY CONTROL
 MZ1024
 MZ1024  NGVD 29 (??/??/92)   61.947  (m)          203.24   (f) ADJ UNCH    2 0
 MZ1024
 MZ1024.Superseded values are not recommended for survey control.
 MZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1024.See file dsdata.txt to determine how the superseded data were derived.
 MZ1024
 MZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN870283(NAD 83)
 MZ1024_MARKER: DB = BENCH MARK DISK
 MZ1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1024_SP_SET: BRIDGE
 MZ1024_STAMPING: B 301 1942
 MZ1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1024
 MZ1024  HISTORY     - Date     Condition        Report By
 MZ1024  HISTORY     - 1942     MONUMENTED       CGS
 MZ1024  HISTORY     - 20050822 MARK NOT FOUND   NYDT
 MZ1024
 MZ1024                          STATION DESCRIPTION
 MZ1024
 MZ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1024'1.4 MI NW FROM GUILDERLAND.
 MZ1024'ABOUT 0.6 MILES NORTHWEST ALONG HIGHWAY NO. U.S. 20 FROM THE FIRST
 MZ1024'M.E. CHURCH AT GUILDERLAND, THENCE ABOUT 0.8 MILE WEST ALONG HIGHWAY
 MZ1024'NO. 146, A U.S.C.AND G.S. DISK SET IN THE TOP OF THE BASE OF THE
 MZ1024'SOUTHEAST CONCRETE RAILING OF A HIGHWAY BRIDGE OVER NORMANS KILL.
 MZ1024
 MZ1024                          STATION RECOVERY (2005)
 MZ1024
 MZ1024'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 MZ1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0253 ***********************************************************************
 NA0253  DESIGNATION -  B 302
 NA0253  PID         -  NA0253
 NA0253  STATE/COUNTY-  NY/SCHOHARIE
 NA0253  USGS QUAD   -  CARLISLE (1943)
 NA0253
 NA0253                         *CURRENT SURVEY CONTROL
 NA0253  ___________________________________________________________________
 NA0253* NAD 83(1986)-  42 45 59.     (N)    074 26 33.     (W)     SCALED    
 NA0253* NAVD 88     -       364.741  (meters)    1196.65   (feet)  ADJUSTED  
 NA0253  ___________________________________________________________________
 NA0253  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NA0253  DYNAMIC HT  -         364.625 (meters)    1196.27  (feet)  COMP
 NA0253  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NA0253
 NA0253  VERT ORDER  -  SECOND    CLASS 0
 NA0253
 NA0253.The horizontal coordinates were scaled from a topographic map and have
 NA0253.an estimated accuracy of +/- 6 seconds.
 NA0253
 NA0253.The orthometric height was determined by differential leveling
 NA0253.and adjusted by the National Geodetic Survey in June 1991..
 NA0253
 NA0253.The geoid height was determined by GEOID03.
 NA0253
 NA0253.The dynamic height is computed by dividing the NAVD 88
 NA0253.geopotential number by the normal gravity value computed on the
 NA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0253.degrees latitude (g = 980.6199 gals.).
 NA0253
 NA0253.The modeled gravity was interpolated from observed gravity values.
 NA0253
 NA0253;                    North         East    Units  Estimated Accuracy
 NA0253;SPC NY E     -   436,720.      154,710.      MT  (+/- 180 meters Scaled)
 NA0253
 NA0253                          SUPERSEDED SURVEY CONTROL
 NA0253
 NA0253  NGVD 29 (??/??/92)  364.878  (m)         1197.10   (f) ADJ UNCH    2 0
 NA0253
 NA0253.Superseded values are not recommended for survey control.
 NA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0253.See file dsdata.txt to determine how the superseded data were derived.
 NA0253
 NA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN456350(NAD 83)
 NA0253_MARKER: DB = BENCH MARK DISK
 NA0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0253_STAMPING: B 302 1942
 NA0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0253+STABILITY: SURFACE MOTION
 NA0253
 NA0253  HISTORY     - Date     Condition        Report By
 NA0253  HISTORY     - 1942     MONUMENTED       CGS
 NA0253  HISTORY     - 1964     POOR
 NA0253
 NA0253                          STATION DESCRIPTION
 NA0253
 NA0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0253'1.0 MI NE FROM CARLISLE.
 NA0253'ABOUT 0.3 MILE EAST ALONG HIGHWAY NO. U.S. 20 FROM THE POST OFFICE AT
 NA0253'CARLISLE, THENCE ABOUT 0.7 MILE NORTH ALONG A SURFACED COUNTY ROAD,
 NA0253'115 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE A.H. MICKLE FARM
 NA0253'HOUSE, 48 FEET EAST OF A FENCE CORNER, 21 FEET EAST OF THE CENTER
 NA0253'LINE OF THE ROAD, 9 FEET WEST OF A WIRE FENCE, A U.S.C. AND G.S. DISK
 NA0253'SET IN THE TOP OF A CONCRETE POST.
 NA0253
 NA0253                          STATION RECOVERY (1964)
 NA0253
 NA0253'RECOVERED 1964
 NA0253'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0110 ***********************************************************************
 NA0110  DESIGNATION -  B 303
 NA0110  PID         -  NA0110
 NA0110  STATE/COUNTY-  NY/MONTGOMERY
 NA0110  USGS QUAD   -  DUANESBURG (1978)
 NA0110
 NA0110                         *CURRENT SURVEY CONTROL
 NA0110  ___________________________________________________________________
 NA0110* NAD 83(1986)-  42 52 20.     (N)    074 12 29.     (W)     SCALED    
 NA0110* NAVD 88     -       187.541  (meters)     615.29   (feet)  ADJUSTED  
 NA0110  ___________________________________________________________________
 NA0110  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NA0110  DYNAMIC HT  -         187.487 (meters)     615.11  (feet)  COMP
 NA0110  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 NA0110
 NA0110  VERT ORDER  -  SECOND    CLASS 0
 NA0110
 NA0110.The horizontal coordinates were scaled from a topographic map and have
 NA0110.an estimated accuracy of +/- 6 seconds.
 NA0110
 NA0110.The orthometric height was determined by differential leveling
 NA0110.and adjusted by the National Geodetic Survey in June 1991..
 NA0110
 NA0110.The geoid height was determined by GEOID03.
 NA0110
 NA0110.The dynamic height is computed by dividing the NAVD 88
 NA0110.geopotential number by the normal gravity value computed on the
 NA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0110.degrees latitude (g = 980.6199 gals.).
 NA0110
 NA0110.The modeled gravity was interpolated from observed gravity values.
 NA0110
 NA0110;                    North         East    Units  Estimated Accuracy
 NA0110;SPC NY E     -   448,520.      173,850.      MT  (+/- 180 meters Scaled)
 NA0110
 NA0110                          SUPERSEDED SURVEY CONTROL
 NA0110
 NA0110  NGVD 29 (??/??/92)  187.693  (m)          615.79   (f) ADJ UNCH    2 0
 NA0110
 NA0110.Superseded values are not recommended for survey control.
 NA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0110.See file dsdata.txt to determine how the superseded data were derived.
 NA0110
 NA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN646469(NAD 83)
 NA0110_MARKER: DB = BENCH MARK DISK
 NA0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0110_SP_SET: BRIDGE ABUTMENT
 NA0110_STAMPING: B 303 1942
 NA0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0110+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2001
 NA0110
 NA0110  HISTORY     - Date     Condition        Report By
 NA0110  HISTORY     - 1942     MONUMENTED       CGS
 NA0110  HISTORY     - 1977     GOOD             NYDT
 NA0110  HISTORY     - 20010614 GOOD             USPSQD
 NA0110
 NA0110                          STATION DESCRIPTION
 NA0110
 NA0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0110'1.0 MI S FROM MINAVILLE.
 NA0110'ABOUT 1.0 MILE SOUTH ALONG HIGHWAY NO. 30 FROM THE REFORMED CHURCH AT
 NA0110'MINAVILLE, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE SOUTHWEST
 NA0110'CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 301 B 1, OVER CHUCTANUNDA
 NA0110'CREEK.
 NA0110
 NA0110                          STATION RECOVERY (1977)
 NA0110
 NA0110'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0110'RECOVERED IN GOOD CONDITION.
 NA0110
 NA0110                          STATION RECOVERY (2001)
 NA0110
 NA0110'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1372 ***********************************************************************
 NA1372  DESIGNATION -  B 304
 NA1372  PID         -  NA1372
 NA1372  STATE/COUNTY-  NY/OTSEGO
 NA1372  USGS QUAD   -  ONEONTA (1982)
 NA1372
 NA1372                         *CURRENT SURVEY CONTROL
 NA1372  ___________________________________________________________________
 NA1372* NAD 83(1986)-  42 29 54.     (N)    075 05 52.     (W)     SCALED    
 NA1372* NAVD 88     -       345.328  (meters)    1132.96   (feet)  ADJUSTED  
 NA1372  ___________________________________________________________________
 NA1372  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 NA1372  DYNAMIC HT  -         345.204 (meters)    1132.56  (feet)  COMP
 NA1372  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 NA1372
 NA1372  VERT ORDER  -  SECOND    CLASS 0
 NA1372
 NA1372.The horizontal coordinates were scaled from a topographic map and have
 NA1372.an estimated accuracy of +/- 6 seconds.
 NA1372
 NA1372.The orthometric height was determined by differential leveling
 NA1372.and adjusted by the National Geodetic Survey in June 1991..
 NA1372
 NA1372.The geoid height was determined by GEOID03.
 NA1372
 NA1372.The dynamic height is computed by dividing the NAVD 88
 NA1372.geopotential number by the normal gravity value computed on the
 NA1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1372.degrees latitude (g = 980.6199 gals.).
 NA1372
 NA1372.The modeled gravity was interpolated from observed gravity values.
 NA1372
 NA1372;                    North         East    Units  Estimated Accuracy
 NA1372;SPC NY E     -   407,120.      100,870.      MT  (+/- 180 meters Scaled)
 NA1372
 NA1372                          SUPERSEDED SURVEY CONTROL
 NA1372
 NA1372  NGVD 29 (??/??/92)  345.447  (m)         1133.35   (f) ADJ UNCH    2 0
 NA1372
 NA1372.Superseded values are not recommended for survey control.
 NA1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1372.See file dsdata.txt to determine how the superseded data were derived.
 NA1372
 NA1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN919051(NAD 83)
 NA1372_MARKER: DB = BENCH MARK DISK
 NA1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1372_SP_SET: BRIDGE ABUTMENT
 NA1372_STAMPING: B 304 1942
 NA1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1372
 NA1372  HISTORY     - Date     Condition        Report By
 NA1372  HISTORY     - 1942     MONUMENTED       CGS
 NA1372
 NA1372                          STATION DESCRIPTION
 NA1372
 NA1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1372'3.0 MI N FROM WEST ONEONTA.
 NA1372'0.8 MILE EAST ALONG STATE HIGHWAY NO. 23 FROM THE POST OFFICE AT
 NA1372'WEST ONEONTA, THENCE 2.2 MILES NORTH ALONG STATE HIGHWAY NO. 205, AT
 NA1372'A CONCRETE BRIDGE.  A DISK, SET IN THE TOP OF THE EAST END OF THE
 NA1372'NORTH ABUTMENT, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1121 ***********************************************************************
 NA1121  DESIGNATION -  B 305
 NA1121  PID         -  NA1121
 NA1121  STATE/COUNTY-  NY/OTSEGO
 NA1121  USGS QUAD   -  MORRIS (1994)
 NA1121
 NA1121                         *CURRENT SURVEY CONTROL
 NA1121  ___________________________________________________________________
 NA1121* NAD 83(1986)-  42 32 42.     (N)    075 14 20.     (W)     SCALED    
 NA1121* NAVD 88     -       338.483  (meters)    1110.51   (feet)  ADJUSTED  
 NA1121  ___________________________________________________________________
 NA1121  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 NA1121  DYNAMIC HT  -         338.367 (meters)    1110.13  (feet)  COMP
 NA1121  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NA1121
 NA1121  VERT ORDER  -  SECOND    CLASS 0
 NA1121
 NA1121.The horizontal coordinates were scaled from a topographic map and have
 NA1121.an estimated accuracy of +/- 6 seconds.
 NA1121
 NA1121.The orthometric height was determined by differential leveling
 NA1121.and adjusted by the National Geodetic Survey in June 1991..
 NA1121
 NA1121.The geoid height was determined by GEOID03.
 NA1121
 NA1121.The dynamic height is computed by dividing the NAVD 88
 NA1121.geopotential number by the normal gravity value computed on the
 NA1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1121.degrees latitude (g = 980.6199 gals.).
 NA1121
 NA1121.The modeled gravity was interpolated from observed gravity values.
 NA1121
 NA1121;                    North         East    Units  Estimated Accuracy
 NA1121;SPC NY E     -   412,400.       89,310.      MT  (+/- 180 meters Scaled)
 NA1121
 NA1121                          SUPERSEDED SURVEY CONTROL
 NA1121
 NA1121  NGVD 29 (??/??/92)  338.600  (m)         1110.89   (f) ADJ UNCH    2 0
 NA1121
 NA1121.Superseded values are not recommended for survey control.
 NA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1121.See file dsdata.txt to determine how the superseded data were derived.
 NA1121
 NA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN803103(NAD 83)
 NA1121_MARKER: DB = BENCH MARK DISK
 NA1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1121_SP_SET: BRIDGE ABUTMENT
 NA1121_STAMPING: B 305 1942
 NA1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1121
 NA1121  HISTORY     - Date     Condition        Report By
 NA1121  HISTORY     - 1942     MONUMENTED       CGS
 NA1121  HISTORY     - 1974     GOOD             LOCSUR
 NA1121
 NA1121                          STATION DESCRIPTION
 NA1121
 NA1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1121'0.4 MI SE FROM MORRIS.
 NA1121'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1121'BANK OF MORRIS, AT A CONCRETE BRIDGE OVER BUTTERNUT CREEK.  A DISK,
 NA1121'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, AND 17
 NA1121'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 NA1121
 NA1121                          STATION RECOVERY (1974)
 NA1121
 NA1121'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 NA1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1347 ***********************************************************************
 NA1347  DESIGNATION -  B 306
 NA1347  PID         -  NA1347
 NA1347  STATE/COUNTY-  NY/OTSEGO
 NA1347  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1347
 NA1347                         *CURRENT SURVEY CONTROL
 NA1347  ___________________________________________________________________
 NA1347* NAD 83(1986)-  42 25 55.     (N)    075 21 45.     (W)     SCALED    
 NA1347* NAVD 88     -       340.019  (meters)    1115.55   (feet)  ADJUSTED  
 NA1347  ___________________________________________________________________
 NA1347  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NA1347  DYNAMIC HT  -         339.903 (meters)    1115.17  (feet)  COMP
 NA1347  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NA1347
 NA1347  VERT ORDER  -  SECOND    CLASS 0
 NA1347
 NA1347.The horizontal coordinates were scaled from a topographic map and have
 NA1347.an estimated accuracy of +/- 6 seconds.
 NA1347
 NA1347.The orthometric height was determined by differential leveling
 NA1347.and adjusted by the National Geodetic Survey in June 1991..
 NA1347
 NA1347.The geoid height was determined by GEOID03.
 NA1347
 NA1347.The dynamic height is computed by dividing the NAVD 88
 NA1347.geopotential number by the normal gravity value computed on the
 NA1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1347.degrees latitude (g = 980.6199 gals.).
 NA1347
 NA1347.The modeled gravity was interpolated from observed gravity values.
 NA1347
 NA1347;                    North         East    Units  Estimated Accuracy
 NA1347;SPC NY E     -   399,940.       79,030.      MT  (+/- 180 meters Scaled)
 NA1347
 NA1347                          SUPERSEDED SURVEY CONTROL
 NA1347
 NA1347  NGVD 29 (??/??/92)  340.114  (m)         1115.86   (f) ADJ UNCH    2 0
 NA1347
 NA1347.Superseded values are not recommended for survey control.
 NA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1347.See file dsdata.txt to determine how the superseded data were derived.
 NA1347
 NA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM701978(NAD 83)
 NA1347_MARKER: DB = BENCH MARK DISK
 NA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1347_STAMPING: B 306 1942
 NA1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1347+STABILITY: SURFACE MOTION
 NA1347
 NA1347  HISTORY     - Date     Condition        Report By
 NA1347  HISTORY     - 1942     MONUMENTED       CGS
 NA1347  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1347
 NA1347                          STATION DESCRIPTION
 NA1347
 NA1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1347'1.4 MI NE FROM MOUNT UPTON.
 NA1347'1.4 MILES NORTHEAST ALONG STATE HIGHWAY NO. 51 FROM THE STEEL BRIDGE
 NA1347'OVER THE UNADILLA RIVER AT MOUNT UPTON, AT A T INTERSECTION OF THE
 NA1347'HIGHWAY AND A GRAVEL ROAD LEADING NORTH, 34 FEET EAST OF THE CENTER
 NA1347'LINE OF THE GRAVEL ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 NA1347'HIGHWAY, 7 FEET NORTHEAST OF TELEPHONE POLE NO. 124, 2.8 FEET SOUTH
 NA1347'OF A FENCE AND 1 1/4 FEET SOUTH OF A REFERENCE POST.
 NA1347
 NA1347                          STATION RECOVERY (1982)
 NA1347
 NA1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1362 ***********************************************************************
 NA1362  DESIGNATION -  B 307
 NA1362  PID         -  NA1362
 NA1362  STATE/COUNTY-  NY/OTSEGO
 NA1362  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1362
 NA1362                         *CURRENT SURVEY CONTROL
 NA1362  ___________________________________________________________________
 NA1362* NAD 83(1986)-  42 27 45.     (N)    075 16 18.     (W)     SCALED    
 NA1362* NAVD 88     -       490.856  (meters)    1610.42   (feet)  ADJUSTED  
 NA1362  ___________________________________________________________________
 NA1362  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NA1362  DYNAMIC HT  -         490.681 (meters)    1609.84  (feet)  COMP
 NA1362  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 NA1362
 NA1362  VERT ORDER  -  SECOND    CLASS 0
 NA1362
 NA1362.The horizontal coordinates were scaled from a topographic map and have
 NA1362.an estimated accuracy of +/- 6 seconds.
 NA1362
 NA1362.The orthometric height was determined by differential leveling
 NA1362.and adjusted by the National Geodetic Survey in June 1991..
 NA1362
 NA1362.The geoid height was determined by GEOID03.
 NA1362
 NA1362.The dynamic height is computed by dividing the NAVD 88
 NA1362.geopotential number by the normal gravity value computed on the
 NA1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1362.degrees latitude (g = 980.6199 gals.).
 NA1362
 NA1362.The modeled gravity was interpolated from observed gravity values.
 NA1362
 NA1362;                    North         East    Units  Estimated Accuracy
 NA1362;SPC NY E     -   403,260.       86,540.      MT  (+/- 180 meters Scaled)
 NA1362
 NA1362                          SUPERSEDED SURVEY CONTROL
 NA1362
 NA1362  NGVD 29 (??/??/92)  490.966  (m)         1610.78   (f) ADJ UNCH    2 0
 NA1362
 NA1362.Superseded values are not recommended for survey control.
 NA1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1362.See file dsdata.txt to determine how the superseded data were derived.
 NA1362
 NA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN776011(NAD 83)
 NA1362_MARKER: DB = BENCH MARK DISK
 NA1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1362_STAMPING: B 307 1942
 NA1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1362+STABILITY: SURFACE MOTION
 NA1362
 NA1362  HISTORY     - Date     Condition        Report By
 NA1362  HISTORY     - 1942     MONUMENTED       CGS
 NA1362
 NA1362                          STATION DESCRIPTION
 NA1362
 NA1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1362'7.4 MI S FROM MORRIS.
 NA1362'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1362'BANK OF MORRIS, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 NA1362'THENCE 2.7 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.3 MILE SOUTH
 NA1362'ALONG A BLACK TOP ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD,
 NA1362'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD,
 NA1362'THENCE 0.8 MILE SOUTH ALONG A
 NA1362'GRAVEL ROAD, THENCE 0.9 MILE SOUTHWEST ALONG BLACK TOP ROAD, 0.1 MILE
 NA1362'NORTH OF A Y INTERSECTION OF THE BLACK TOP ROAD AND A GRAVEL ROAD
 NA1362'LEADING NORTHWEST, ALONG A NORTHWEST-SOUTHEAST FENCE LINE IN A
 NA1362'MEADOW, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11 FEET
 NA1362'NORTHWEST OF AN 8-INCH TWIN CHERRY TREE, 2 FEET SOUTHWEST OF THE
 NA1362'FENCE, AND 2 FEET SOUTH OF A REFERENCE POST.  A DISK, SET IN THE TOP
 NA1362'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0353 ***********************************************************************
 OE0353  DESIGNATION -  B 308
 OE0353  PID         -  OE0353
 OE0353  STATE/COUNTY-  NY/HERKIMER
 OE0353  USGS QUAD   -  SALISBURY (1945)
 OE0353
 OE0353                         *CURRENT SURVEY CONTROL
 OE0353  ___________________________________________________________________
 OE0353* NAD 83(1986)-  43 07 56.     (N)    074 50 55.     (W)     SCALED    
 OE0353* NAVD 88     -       423.533  (meters)    1389.54   (feet)  ADJUSTED  
 OE0353  ___________________________________________________________________
 OE0353  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OE0353  DYNAMIC HT  -         423.409 (meters)    1389.13  (feet)  COMP
 OE0353  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 OE0353
 OE0353  VERT ORDER  -  SECOND    CLASS 0
 OE0353
 OE0353.The horizontal coordinates were scaled from a topographic map and have
 OE0353.an estimated accuracy of +/- 6 seconds.
 OE0353
 OE0353.The orthometric height was determined by differential leveling
 OE0353.and adjusted by the National Geodetic Survey in June 1991..
 OE0353
 OE0353.The geoid height was determined by GEOID03.
 OE0353
 OE0353.The dynamic height is computed by dividing the NAVD 88
 OE0353.geopotential number by the normal gravity value computed on the
 OE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0353.degrees latitude (g = 980.6199 gals.).
 OE0353
 OE0353.The modeled gravity was interpolated from observed gravity values.
 OE0353
 OE0353;                    North         East    Units  Estimated Accuracy
 OE0353;SPC NY E     -   477,420.      121,640.      MT  (+/- 180 meters Scaled)
 OE0353
 OE0353                          SUPERSEDED SURVEY CONTROL
 OE0353
 OE0353  NGVD 29 (??/??/92)  423.675  (m)         1390.01   (f) ADJ UNCH    2 0
 OE0353
 OE0353.Superseded values are not recommended for survey control.
 OE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0353.See file dsdata.txt to determine how the superseded data were derived.
 OE0353
 OE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN123755(NAD 83)
 OE0353_MARKER: DB = BENCH MARK DISK
 OE0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0353_STAMPING: B 308 1942
 OE0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0353+STABILITY: SURFACE MOTION
 OE0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0353+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 OE0353
 OE0353  HISTORY     - Date     Condition        Report By
 OE0353  HISTORY     - 1942     MONUMENTED       CGS
 OE0353  HISTORY     - 20050728 GOOD             NYDT
 OE0353
 OE0353                          STATION DESCRIPTION
 OE0353
 OE0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0353'1.3 MI W FROM SALISBURY.
 OE0353'1.3 MILES WEST ALONG STATE HIGHWAY NO. 29 FROM VOLKS HOTEL AT
 OE0353'SALISBURY, AT A Y INTERSECTION OF THE HIGHWAY AND A GRAVEL ROAD
 OE0353'LEADING NORTHWEST, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39
 OE0353'FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 22.5 FEET
 OE0353'NORTHWEST OF THE CENTER OF THE NORTH END OF A 2- BY 2-FOOT CONCRETE
 OE0353'BOX CULVERT, 4 FEET WEST OF A POWER LINE POLE, 5 FEET SOUTH OF A
 OE0353'FENCE, AND 2 FEET WEST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF
 OE0353'A CONCRETE POST.
 OE0353
 OE0353                          STATION RECOVERY (2005)
 OE0353
 OE0353'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0592 ***********************************************************************
 NA0592  DESIGNATION -  B 309
 NA0592  PID         -  NA0592
 NA0592  STATE/COUNTY-  NY/DELAWARE
 NA0592  USGS QUAD   -  DELHI (1982)
 NA0592
 NA0592                         *CURRENT SURVEY CONTROL
 NA0592  ___________________________________________________________________
 NA0592* NAD 83(1986)-  42 18 01.     (N)    074 54 27.     (W)     SCALED    
 NA0592* NAVD 88     -       475.931  (meters)    1561.45   (feet)  ADJUSTED  
 NA0592  ___________________________________________________________________
 NA0592  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 NA0592  DYNAMIC HT  -         475.760 (meters)    1560.89  (feet)  COMP
 NA0592  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 NA0592
 NA0592  VERT ORDER  -  SECOND    CLASS 0
 NA0592
 NA0592.The horizontal coordinates were scaled from a topographic map and have
 NA0592.an estimated accuracy of +/- 6 seconds.
 NA0592
 NA0592.The orthometric height was determined by differential leveling
 NA0592.and adjusted by the National Geodetic Survey in June 1991..
 NA0592
 NA0592.The geoid height was determined by GEOID03.
 NA0592
 NA0592.The dynamic height is computed by dividing the NAVD 88
 NA0592.geopotential number by the normal gravity value computed on the
 NA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0592.degrees latitude (g = 980.6199 gals.).
 NA0592
 NA0592.The modeled gravity was interpolated from observed gravity values.
 NA0592
 NA0592;                    North         East    Units  Estimated Accuracy
 NA0592;SPC NY E     -   385,030.      116,400.      MT  (+/- 180 meters Scaled)
 NA0592
 NA0592                          SUPERSEDED SURVEY CONTROL
 NA0592
 NA0592  NGVD 29 (??/??/92)  476.074  (m)         1561.92   (f) ADJ UNCH    2 0
 NA0592
 NA0592.Superseded values are not recommended for survey control.
 NA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0592.See file dsdata.txt to determine how the superseded data were derived.
 NA0592
 NA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM076831(NAD 83)
 NA0592_MARKER: DB = BENCH MARK DISK
 NA0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0592_SP_SET: BRIDGE
 NA0592_STAMPING: B-309 1942
 NA0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0592
 NA0592  HISTORY     - Date     Condition        Report By
 NA0592  HISTORY     - 1942     MONUMENTED       CGS
 NA0592  HISTORY     - 1965     GOOD             LOCSUR
 NA0592
 NA0592                          STATION DESCRIPTION
 NA0592
 NA0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0592'1.9 MI N FROM DELHI.
 NA0592'1.9 MILES NORTH ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 NA0592'DELHI, SET IN THE SOUTHEAST CORNER OF THE NORTHEAST ABUTMENT OF THE
 NA0592'STONE AND CONCRETE BRIDGE, ABOUT 400 FEET SOUTHWEST OF THE SIDE ROAD
 NA0592'LEADING SOUTHEAST, ABOUT 350 FEET NORTHEAST OF A 2-STORY FARM HOUSE
 NA0592'ON THE SOUTHEAST SIDE OF HIGHWAY, 17 FEET SOUTHEAST OF THE
 NA0592'CENTER-LINE OF THE HIGHWAY, LEVEL WITH ROAD.  A BENCH MARK DISK.
 NA0592
 NA0592                          STATION RECOVERY (1965)
 NA0592
 NA0592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 NA0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0600 ***********************************************************************
 OE0600  DESIGNATION -  B 31
 OE0600  PID         -  OE0600
 OE0600  STATE/COUNTY-  NY/ONEIDA
 OE0600  USGS QUAD   -  FORESTPORT (1945)
 OE0600
 OE0600                         *CURRENT SURVEY CONTROL
 OE0600  ___________________________________________________________________
 OE0600* NAD 83(1986)-  43 27 43.     (N)    075 09 36.     (W)     SCALED    
 OE0600* NAVD 88     -       395.424  (meters)    1297.32   (feet)  ADJUSTED  
 OE0600  ___________________________________________________________________
 OE0600  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 OE0600  DYNAMIC HT  -         395.323 (meters)    1296.99  (feet)  COMP
 OE0600  MODELED GRAV-     980,351.4   (mgal)                       NAVD 88
 OE0600
 OE0600  VERT ORDER  -  FIRST     CLASS II
 OE0600
 OE0600.The horizontal coordinates were scaled from a topographic map and have
 OE0600.an estimated accuracy of +/- 6 seconds.
 OE0600
 OE0600.The orthometric height was determined by differential leveling
 OE0600.and adjusted by the National Geodetic Survey in June 1991..
 OE0600
 OE0600.The geoid height was determined by GEOID03.
 OE0600
 OE0600.The dynamic height is computed by dividing the NAVD 88
 OE0600.geopotential number by the normal gravity value computed on the
 OE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0600.degrees latitude (g = 980.6199 gals.).
 OE0600
 OE0600.The modeled gravity was interpolated from observed gravity values.
 OE0600
 OE0600;                    North         East    Units  Estimated Accuracy
 OE0600;SPC NY C     -   385,470.      365,180.      MT  (+/- 180 meters Scaled)
 OE0600
 OE0600                          SUPERSEDED SURVEY CONTROL
 OE0600
 OE0600  NGVD 29 (??/??/92)  395.512  (m)         1297.61   (f) ADJ UNCH    1 2
 OE0600
 OE0600.Superseded values are not recommended for survey control.
 OE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0600.See file dsdata.txt to determine how the superseded data were derived.
 OE0600
 OE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP870121(NAD 83)
 OE0600_MARKER: DB = BENCH MARK DISK
 OE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0600+STABILITY: SURFACE MOTION
 OE0600
 OE0600  HISTORY     - Date     Condition        Report By
 OE0600  HISTORY     - UNK      MONUMENTED       CGS
 OE0600  HISTORY     - 1931     GOOD             NGS
 OE0600
 OE0600                          STATION DESCRIPTION
 OE0600
 OE0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0600'2.5 MI N FROM FORESTPORT STATION.
 OE0600'ON THE NEW YORK CENTRAL RIGHT OF WAY.  14 RAILS SOUTH OF MILEPOST
 OE0600'H-38.  AT TELEGRAPH POLE 37-33.  3 RAILS NORTH OF ROAD CROSSING AND
 OE0600'34.9 FEET EAST OF EAST RAIL.  2 FEET ABOVE LEVEL OF TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0249 ***********************************************************************
 NC0249  DESIGNATION -  B 31 89 R
 NC0249  PID         -  NC0249
 NC0249  STATE/COUNTY-  NY/ERIE
 NC0249  USGS QUAD   -  ASHFORD HOLLOW (1979)
 NC0249
 NC0249                         *CURRENT SURVEY CONTROL
 NC0249  ___________________________________________________________________
 NC0249* NAD 83(1986)-  42 28 42.     (N)    078 41 07.     (W)     SCALED    
 NC0249* NAVD 88     -       388.667  (meters)    1275.15   (feet)  ADJUSTED  
 NC0249  ___________________________________________________________________
 NC0249  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NC0249  DYNAMIC HT  -         388.534 (meters)    1274.72  (feet)  COMP
 NC0249  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 NC0249
 NC0249  VERT ORDER  -  FIRST     CLASS I
 NC0249
 NC0249.The horizontal coordinates were scaled from a topographic map and have
 NC0249.an estimated accuracy of +/- 6 seconds.
 NC0249
 NC0249.The orthometric height was determined by differential leveling
 NC0249.and adjusted by the National Geodetic Survey in June 1991..
 NC0249
 NC0249.The geoid height was determined by GEOID03.
 NC0249
 NC0249.The dynamic height is computed by dividing the NAVD 88
 NC0249.geopotential number by the normal gravity value computed on the
 NC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0249.degrees latitude (g = 980.6199 gals.).
 NC0249
 NC0249.The modeled gravity was interpolated from observed gravity values.
 NC0249
 NC0249;                    North         East    Units  Estimated Accuracy
 NC0249;SPC NY W     -   275,230.      341,620.      MT  (+/- 180 meters Scaled)
 NC0249
 NC0249                          SUPERSEDED SURVEY CONTROL
 NC0249
 NC0249  NGVD 29 (??/??/92)  388.827  (m)         1275.68   (f) ADJ UNCH    1 1
 NC0249
 NC0249.Superseded values are not recommended for survey control.
 NC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0249.See file dsdata.txt to determine how the superseded data were derived.
 NC0249
 NC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH902054(NAD 83)
 NC0249_MARKER: DD = SURVEY DISK
 NC0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0249_SP_SET: BRIDGE ABUTMENT
 NC0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0249+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 NC0249
 NC0249  HISTORY     - Date     Condition        Report By
 NC0249  HISTORY     - UNK      MONUMENTED       BORR
 NC0249  HISTORY     - 1967     GOOD             NGS
 NC0249  HISTORY     - 20031124 GOOD             USPSQD
 NC0249
 NC0249                          STATION DESCRIPTION
 NC0249
 NC0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0249'2.35 MI SW FROM SPRINGVILLE.
 NC0249'ABOUT 2.35 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0249'THE CROSSING OF STATE HIGHWAY 39 (MAIN STREET) AT SPRINGVILLE, SET ON
 NC0249'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 NC0249'LARGE BRIDGE OVER THE CATTARAUGUS CREEK, 7.4 FEET SOUTHWEST OF THE
 NC0249'SOUTHWEST RAIL, 3.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 NC0249'ABUTMENT AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 NC0249
 NC0249                          STATION RECOVERY (2003)
 NC0249
 NC0249'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0610 ***********************************************************************
 NA0610  DESIGNATION -  B 310
 NA0610  PID         -  NA0610
 NA0610  STATE/COUNTY-  NY/DELAWARE
 NA0610  USGS QUAD   -  HAMDEN (1982)
 NA0610
 NA0610                         *CURRENT SURVEY CONTROL
 NA0610  ___________________________________________________________________
 NA0610* NAD 83(1986)-  42 13 28.     (N)    074 59 40.     (W)     SCALED    
 NA0610* NAVD 88     -       487.464  (meters)    1599.29   (feet)  ADJUSTED  
 NA0610  ___________________________________________________________________
 NA0610  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NA0610  DYNAMIC HT  -         487.291 (meters)    1598.72  (feet)  COMP
 NA0610  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 NA0610
 NA0610  VERT ORDER  -  SECOND    CLASS 0
 NA0610
 NA0610.The horizontal coordinates were scaled from a topographic map and have
 NA0610.an estimated accuracy of +/- 6 seconds.
 NA0610
 NA0610.The orthometric height was determined by differential leveling
 NA0610.and adjusted by the National Geodetic Survey in June 1991..
 NA0610
 NA0610.The geoid height was determined by GEOID03.
 NA0610
 NA0610.The dynamic height is computed by dividing the NAVD 88
 NA0610.geopotential number by the normal gravity value computed on the
 NA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0610.degrees latitude (g = 980.6199 gals.).
 NA0610
 NA0610.The modeled gravity was interpolated from observed gravity values.
 NA0610
 NA0610;                    North         East    Units  Estimated Accuracy
 NA0610;SPC NY E     -   376,650.      109,180.      MT  (+/- 180 meters Scaled)
 NA0610
 NA0610                          SUPERSEDED SURVEY CONTROL
 NA0610
 NA0610  NGVD 29 (??/??/92)  487.607  (m)         1599.76   (f) ADJ UNCH    2 0
 NA0610
 NA0610.Superseded values are not recommended for survey control.
 NA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0610.See file dsdata.txt to determine how the superseded data were derived.
 NA0610
 NA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM004746(NAD 83)
 NA0610_MARKER: DB = BENCH MARK DISK
 NA0610_SETTING: 80 = SET IN A BOULDER
 NA0610_SP_SET: BOULDER
 NA0610_STAMPING: B-310 1942
 NA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0610+STABILITY: SURFACE MOTION
 NA0610
 NA0610  HISTORY     - Date     Condition        Report By
 NA0610  HISTORY     - 1942     MONUMENTED       CGS
 NA0610
 NA0610                          STATION DESCRIPTION
 NA0610
 NA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0610'1.6 MI NW FROM DELANCEY.
 NA0610'1.6 MILES NORTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 NA0610'DELANCEY, SET IN THE TOP OF A BOULDER NEAR THE SOUTH CORNER OF A
 NA0610'PASTURE FIELD, ABOUT 0.1 MILE SOUTHEAST OF A 2-STORY WHITE FARM HOUSE
 NA0610'ON THE NORTHEAST SIDE OF ROAD AND A BARN LOCATED ON THE NORTHWEST SIDE
 NA0610'OF THE HOUSE, 67 FEET NORTHWEST OF THE CORNER FENCE POST, 36 FEET
 NA0610'NORTHEAST OF THE CENTER-LINE OF THE ROAD, 17 FEET NORTHEAST OF THE
 NA0610'RIGHT-OF-WAY FENCE.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1632 ***********************************************************************
 NA1632  DESIGNATION -  B 311
 NA1632  PID         -  NA1632
 NA1632  STATE/COUNTY-  NY/MADISON
 NA1632  USGS QUAD   -  HAMILTON (1976)
 NA1632
 NA1632                         *CURRENT SURVEY CONTROL
 NA1632  ___________________________________________________________________
 NA1632* NAD 83(1986)-  42 46 02.     (N)    075 36 05.     (W)     SCALED    
 NA1632* NAVD 88     -       376.447  (meters)    1235.06   (feet)  ADJUSTED  
 NA1632  ___________________________________________________________________
 NA1632  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 NA1632  DYNAMIC HT  -         376.326 (meters)    1234.66  (feet)  COMP
 NA1632  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 NA1632
 NA1632  VERT ORDER  -  SECOND    CLASS 0
 NA1632
 NA1632.The horizontal coordinates were scaled from a topographic map and have
 NA1632.an estimated accuracy of +/- 6 seconds.
 NA1632
 NA1632.The orthometric height was determined by differential leveling
 NA1632.and adjusted by the National Geodetic Survey in June 1991..
 NA1632
 NA1632.The geoid height was determined by GEOID03.
 NA1632
 NA1632.The dynamic height is computed by dividing the NAVD 88
 NA1632.geopotential number by the normal gravity value computed on the
 NA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1632.degrees latitude (g = 980.6199 gals.).
 NA1632
 NA1632.The modeled gravity was interpolated from observed gravity values.
 NA1632
 NA1632;                    North         East    Units  Estimated Accuracy
 NA1632;SPC NY C     -   307,780.      330,370.      MT  (+/- 180 meters Scaled)
 NA1632
 NA1632                          SUPERSEDED SURVEY CONTROL
 NA1632
 NA1632.No superseded survey control is available for this station.
 NA1632
 NA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN507351(NAD 83)
 NA1632_MARKER: DB = BENCH MARK DISK
 NA1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1632_SP_SET: BRIDGE
 NA1632_STAMPING: B-311 1942
 NA1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1632
 NA1632  HISTORY     - Date     Condition        Report By
 NA1632  HISTORY     - 1942     MONUMENTED       CGS
 NA1632
 NA1632                          STATION DESCRIPTION
 NA1632
 NA1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1632'2.9 MI SE FROM LEBANON.
 NA1632'2.9 MILES SOUTHEAST ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD
 NA1632'FROM THE STATION AT LEBANON, SET IN THE SOUTHWEST CORNER OF THE
 NA1632'NORTHWEST ABUTMENT OF BRIDGE, ABOUT 0.4 MILE AIRLINE SOUTH OF A LARGE
 NA1632'2-STORY FARM HOUSE ON THE NORTHEAST SIDE OF ROAD, ABOUT 0.2 MILE
 NA1632'SOUTHWEST OF THE MAIN ROAD, 6 FEET SOUTHWESTOF THE CENTER-LINE OF THE
 NA1632'OLD ROAD BED, 2.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 NA1632'ABUTMENT.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0095 ***********************************************************************
 NA0095  DESIGNATION -  B 312
 NA0095  PID         -  NA0095
 NA0095  STATE/COUNTY-  NY/SARATOGA
 NA0095  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0095
 NA0095                         *CURRENT SURVEY CONTROL
 NA0095  ___________________________________________________________________
 NA0095* NAD 83(1986)-  42 57 10.     (N)    074 01 33.     (W)     SCALED    
 NA0095* NAVD 88     -       203.676  (meters)     668.23   (feet)  ADJUSTED  
 NA0095  ___________________________________________________________________
 NA0095  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0095  DYNAMIC HT  -         203.621 (meters)     668.05  (feet)  COMP
 NA0095  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 NA0095
 NA0095  VERT ORDER  -  SECOND    CLASS 0
 NA0095
 NA0095.The horizontal coordinates were scaled from a topographic map and have
 NA0095.an estimated accuracy of +/- 6 seconds.
 NA0095
 NA0095.The orthometric height was determined by differential leveling
 NA0095.and adjusted by the National Geodetic Survey in June 1991..
 NA0095
 NA0095.The geoid height was determined by GEOID03.
 NA0095
 NA0095.The dynamic height is computed by dividing the NAVD 88
 NA0095.geopotential number by the normal gravity value computed on the
 NA0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0095.degrees latitude (g = 980.6199 gals.).
 NA0095
 NA0095.The modeled gravity was interpolated from observed gravity values.
 NA0095
 NA0095;                    North         East    Units  Estimated Accuracy
 NA0095;SPC NY E     -   457,540.      188,690.      MT  (+/- 180 meters Scaled)
 NA0095
 NA0095                          SUPERSEDED SURVEY CONTROL
 NA0095
 NA0095  NGVD 29 (??/??/92)  203.828  (m)          668.73   (f) ADJ UNCH    2 0
 NA0095
 NA0095.Superseded values are not recommended for survey control.
 NA0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0095.See file dsdata.txt to determine how the superseded data were derived.
 NA0095
 NA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN794560(NAD 83)
 NA0095_MARKER: DB = BENCH MARK DISK
 NA0095_SETTING: 80 = SET IN A BOULDER
 NA0095_SP_SET: BOULDER
 NA0095_STAMPING: B-312 1942
 NA0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0095+STABILITY: SURFACE MOTION
 NA0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA0095+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 NA0095
 NA0095  HISTORY     - Date     Condition        Report By
 NA0095  HISTORY     - 1942     MONUMENTED       CGS
 NA0095  HISTORY     - 19980928 GOOD             USPSQD
 NA0095  HISTORY     - 20030717 GOOD             USPSQD
 NA0095  HISTORY     - 20040717 GOOD             USPSQD
 NA0095  HISTORY     - 20050719 GOOD             USPSQD
 NA0095
 NA0095                          STATION DESCRIPTION
 NA0095
 NA0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0095'1.4 MI S FROM SCOTCH CHURCH.
 NA0095'1.4 MILES SOUTH ALONG STATE HIGHWAY NO. 147 FROM THE CHURCH AT SCOTCH
 NA0095'CHURCH, SET IN THE TOP OF A GRANITE BOULDER NEAR THE INTERSECTION OF
 NA0095'HIGHWAY AND A PRIVATE DRIVE LEADING WEST TO A 2-STORY WHITE FARM
 NA0095'HOUSE, 53.5 FEET NORTH OF THE CENTER-LINE OF THE PRIVATE ROAD, 41
 NA0095'FEET NORTH OF POLE NO. L-18, 23.5 FEET WEST OF THE CENTER-LINE OF THE
 NA0095'HIGHWAY, 5 FEET EAST OF THE RIGHT-OF-WAY FENCE, ABOUT 3 FEET ABOVE
 NA0095'ROAD LEVEL.  A BENCH MARK DISK.
 NA0095
 NA0095                          STATION RECOVERY (1998)
 NA0095
 NA0095'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0095'RECOVERED IN GOOD CONDITION.
 NA0095
 NA0095                          STATION RECOVERY (2003)
 NA0095
 NA0095'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 NA0095'RECOVERED IN GOOD CONDITION.
 NA0095
 NA0095                          STATION RECOVERY (2004)
 NA0095
 NA0095'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 NA0095'RECOVERED IN GOOD CONDITION.
 NA0095
 NA0095                          STATION RECOVERY (2005)
 NA0095
 NA0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 NA0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0257 ***********************************************************************
 OE0257  DESIGNATION -  B 313
 OE0257  PID         -  OE0257
 OE0257  STATE/COUNTY-  NY/SARATOGA
 OE0257  USGS QUAD   -  GALWAY (1970)
 OE0257
 OE0257                         *CURRENT SURVEY CONTROL
 OE0257  ___________________________________________________________________
 OE0257* NAD 83(1986)-  43 03 27.     (N)    074 02 32.     (W)     SCALED    
 OE0257* NAVD 88     -       307.183  (meters)    1007.82   (feet)  ADJUSTED  
 OE0257  ___________________________________________________________________
 OE0257  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 OE0257  DYNAMIC HT  -         307.099 (meters)    1007.54  (feet)  COMP
 OE0257  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 OE0257
 OE0257  VERT ORDER  -  SECOND    CLASS 0
 OE0257
 OE0257.The horizontal coordinates were scaled from a topographic map and have
 OE0257.an estimated accuracy of +/- 6 seconds.
 OE0257
 OE0257.The orthometric height was determined by differential leveling
 OE0257.and adjusted by the National Geodetic Survey in June 1991..
 OE0257
 OE0257.The geoid height was determined by GEOID03.
 OE0257
 OE0257.The dynamic height is computed by dividing the NAVD 88
 OE0257.geopotential number by the normal gravity value computed on the
 OE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0257.degrees latitude (g = 980.6199 gals.).
 OE0257
 OE0257.The modeled gravity was interpolated from observed gravity values.
 OE0257
 OE0257;                    North         East    Units  Estimated Accuracy
 OE0257;SPC NY E     -   469,160.      187,290.      MT  (+/- 180 meters Scaled)
 OE0257
 OE0257                          SUPERSEDED SURVEY CONTROL
 OE0257
 OE0257  NGVD 29 (??/??/92)  307.322  (m)         1008.27   (f) ADJ UNCH    2 0
 OE0257
 OE0257.Superseded values are not recommended for survey control.
 OE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0257.See file dsdata.txt to determine how the superseded data were derived.
 OE0257
 OE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN779676(NAD 83)
 OE0257_MARKER: DB = BENCH MARK DISK
 OE0257_SETTING: 66 = SET IN ROCK OUTCROP
 OE0257_SP_SET: ROCK OUTCROP
 OE0257_STAMPING: B-313 1942
 OE0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0257+STABILITY: POSITION/ELEVATION WELL
 OE0257
 OE0257  HISTORY     - Date     Condition        Report By
 OE0257  HISTORY     - 1942     MONUMENTED       CGS
 OE0257
 OE0257                          STATION DESCRIPTION
 OE0257
 OE0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0257'6.9 MI W FROM ROCK CITY FALLS.
 OE0257'6.9 MILES WEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT ROCK
 OE0257'CITY FALLS, SET IN THE TOP OF A ROCK OUT-CROP, 62 FEET NORTHWEST OF
 OE0257'POLE NO. 67, 29.5 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY, 20
 OE0257'FEET WEST OF A 6-INCH TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE
 OE0257'OF TREE, ABOUT 2 FEET ABOVE HIGHWAY.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0839 ***********************************************************************
 NA0839  DESIGNATION -  B 314
 NA0839  PID         -  NA0839
 NA0839  STATE/COUNTY-  NY/MONTGOMERY
 NA0839  USGS QUAD   -  SHARON SPRINGS (1943)
 NA0839
 NA0839                         *CURRENT SURVEY CONTROL
 NA0839  ___________________________________________________________________
 NA0839* NAD 83(1986)-  42 48 55.     (N)    074 31 59.     (W)     SCALED    
 NA0839* NAVD 88     -       363.314  (meters)    1191.97   (feet)  ADJUSTED  
 NA0839  ___________________________________________________________________
 NA0839  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 NA0839  DYNAMIC HT  -         363.205 (meters)    1191.62  (feet)  COMP
 NA0839  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 NA0839
 NA0839  VERT ORDER  -  SECOND    CLASS 0
 NA0839
 NA0839.The horizontal coordinates were scaled from a topographic map and have
 NA0839.an estimated accuracy of +/- 6 seconds.
 NA0839
 NA0839.The orthometric height was determined by differential leveling
 NA0839.and adjusted by the National Geodetic Survey in June 1991..
 NA0839
 NA0839.The geoid height was determined by GEOID03.
 NA0839
 NA0839.The dynamic height is computed by dividing the NAVD 88
 NA0839.geopotential number by the normal gravity value computed on the
 NA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0839.degrees latitude (g = 980.6199 gals.).
 NA0839
 NA0839.The modeled gravity was interpolated from observed gravity values.
 NA0839
 NA0839;                    North         East    Units  Estimated Accuracy
 NA0839;SPC NY E     -   442,150.      147,300.      MT  (+/- 180 meters Scaled)
 NA0839
 NA0839                          SUPERSEDED SURVEY CONTROL
 NA0839
 NA0839  NGVD 29 (??/??/92)  363.460  (m)         1192.45   (f) ADJ UNCH    2 0
 NA0839
 NA0839.Superseded values are not recommended for survey control.
 NA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0839.See file dsdata.txt to determine how the superseded data were derived.
 NA0839
 NA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN381404(NAD 83)
 NA0839_MARKER: DB = BENCH MARK DISK
 NA0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0839_STAMPING: B 314 1942
 NA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0839+STABILITY: SURFACE MOTION
 NA0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA0839+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2003
 NA0839
 NA0839  HISTORY     - Date     Condition        Report By
 NA0839  HISTORY     - 1942     MONUMENTED       CGS
 NA0839  HISTORY     - 1977     GOOD             NYDT
 NA0839  HISTORY     - 20031024 GOOD             USPSQD
 NA0839
 NA0839                          STATION DESCRIPTION
 NA0839
 NA0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0839'3.8 MI SE FROM AMES.
 NA0839'ABOUT 3.8 MILES SOUTHEAST ALONG A SURFACED COUNTY ROAD FROM THE POST
 NA0839'OFFICE AT AMES, 145 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 NA0839'FRANK MIHUKA FARM HOUSE, 41 FEET SOUTHWEST OF THE WEST CORNER OF THE
 NA0839'BARN, 23 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 NA0839'SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 1.0 FOOT SOUTHWEST OF A
 NA0839'STANDARD REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 NA0839'CONCRETE POST.
 NA0839
 NA0839                          STATION RECOVERY (1977)
 NA0839
 NA0839'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0839'AT SHEFCZUK FARM, ABOUT 400 FEET SOUTHEAST OF JUNCTION OF BECKER ROAD
 NA0839'AND MELICK ROAD. AT THE SOUTHERLY CORNER OF FENCE LINE 20 FEET WEST
 NA0839'OF CENTERLINE OF ROAD, 15 FEET NORTH OF CENTERLINE OF DRIVEWAY, 41
 NA0839'FEET EAST OF SOUTHWEST CORNER OF CONCRETE BLOCK BUILDING AND 50 FEET
 NA0839'SOUTHEAST OF NORTHWEST CORNER OF CONCRETE BLOCK BUILDING. A STANDARD
 NA0839'DISK IN THE TOP OF A CONCRETE POST.
 NA0839
 NA0839                          STATION RECOVERY (2003)
 NA0839
 NA0839'RECOVERY NOTE BY US POWER SQUADRON 2003
 NA0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0851 ***********************************************************************
 NA0851  DESIGNATION -  B 315
 NA0851  PID         -  NA0851
 NA0851  STATE/COUNTY-  NY/HERKIMER
 NA0851  USGS QUAD   -  VAN HORNESVILLE (1943)
 NA0851
 NA0851                         *CURRENT SURVEY CONTROL
 NA0851  ___________________________________________________________________
 NA0851* NAD 83(1986)-  42 53 31.     (N)    074 46 17.     (W)     SCALED    
 NA0851* NAVD 88     -       325.124  (meters)    1066.68   (feet)  ADJUSTED  
 NA0851  ___________________________________________________________________
 NA0851  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NA0851  DYNAMIC HT  -         325.028 (meters)    1066.36  (feet)  COMP
 NA0851  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NA0851
 NA0851  VERT ORDER  -  SECOND    CLASS 0
 NA0851
 NA0851.The horizontal coordinates were scaled from a topographic map and have
 NA0851.an estimated accuracy of +/- 6 seconds.
 NA0851
 NA0851.The orthometric height was determined by differential leveling
 NA0851.and adjusted by the National Geodetic Survey in June 1991..
 NA0851
 NA0851.The geoid height was determined by GEOID03.
 NA0851
 NA0851.The dynamic height is computed by dividing the NAVD 88
 NA0851.geopotential number by the normal gravity value computed on the
 NA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0851.degrees latitude (g = 980.6199 gals.).
 NA0851
 NA0851.The modeled gravity was interpolated from observed gravity values.
 NA0851
 NA0851;                    North         East    Units  Estimated Accuracy
 NA0851;SPC NY E     -   450,710.      127,830.      MT  (+/- 180 meters Scaled)
 NA0851
 NA0851                          SUPERSEDED SURVEY CONTROL
 NA0851
 NA0851  NGVD 29 (??/??/92)  325.270  (m)         1067.16   (f) ADJ UNCH    2 0
 NA0851
 NA0851.Superseded values are not recommended for survey control.
 NA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0851.See file dsdata.txt to determine how the superseded data were derived.
 NA0851
 NA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN186488(NAD 83)
 NA0851_MARKER: DB = BENCH MARK DISK
 NA0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0851_SP_SET: CULVERT
 NA0851_STAMPING: B 315 1942
 NA0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0851
 NA0851  HISTORY     - Date     Condition        Report By
 NA0851  HISTORY     - 1942     MONUMENTED       CGS
 NA0851  HISTORY     - 1977     POOR             NYDT
 NA0851  HISTORY     - 19900701 MARK NOT FOUND   USGS
 NA0851
 NA0851                          STATION DESCRIPTION
 NA0851
 NA0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0851'3.7 MI E FROM VANHORNESVILLE.
 NA0851'ABOUT 1.8 MILES NORTHEAST ALONG HIGHWAY NO. 80 FROM THE POST OFFICE
 NA0851'AT VANHORNESVILLE, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG A COUNTY
 NA0851'ROAD, 120 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 90 FEET
 NA0851'NORTHEAST OF THE NORTHEAST CORNER OF THE R. JORDON FARM HOUSE, A
 NA0851'U.S.C. AND G.S. DISK SET IN THE TOP OF THE NORTHEAST HEAD WALL OF A
 NA0851'CONCRETE BOX CULVERT.
 NA0851
 NA0851                          STATION RECOVERY (1977)
 NA0851
 NA0851'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0851'THE HEADWALLL CONTAINING THE MARK IS SPLIT IN TWO AND POSSIBLY MOVED
 NA0851'WHEN ROADWAY WAS REWORKED. THE NEW DESCRIPTION FOLLOWS. THE MARK IS
 NA0851'ABOUT 1.8 MILES NORTHEAST ALONG NYS ROUTE 80 FROM THE POST OFFICE AT
 NA0851'VANHORNESVILLE, HERKINER COUNTY, THENCE 1.9 MILE SOUTHEAST ALONG
 NA0851'JORDON ROAD, ALSO 112 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NA0851'R. JORDON FARM HOUSE AND ABOUT 118 FEET NORTHEAST OF THE NORTHEAST
 NA0851'CORNER OF A BARN AT AT A CONCRETE BOX CULVERT IN THE TOP OF THE
 NA0851'NORTHEAST HEADWALL. THE MARK IS A STANDARD DISK STAMPED B 315 1942.
 NA0851
 NA0851                          STATION RECOVERY (1990)
 NA0851
 NA0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RRB)
 NA0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1460 ***********************************************************************
 OE1460  DESIGNATION -  B 316
 OE1460  PID         -  OE1460
 OE1460  STATE/COUNTY-  NY/HERKIMER
 OE1460  USGS QUAD   -  LITTLE FALLS (1943)
 OE1460
 OE1460                         *CURRENT SURVEY CONTROL
 OE1460  ___________________________________________________________________
 OE1460* NAD 83(1986)-  43 00 43.     (N)    074 50 07.     (W)     SCALED    
 OE1460* NAVD 88     -       213.549  (meters)     700.62   (feet)  ADJUSTED  
 OE1460  ___________________________________________________________________
 OE1460  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 OE1460  DYNAMIC HT  -         213.491 (meters)     700.43  (feet)  COMP
 OE1460  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OE1460
 OE1460  VERT ORDER  -  SECOND    CLASS 0
 OE1460
 OE1460.The horizontal coordinates were scaled from a topographic map and have
 OE1460.an estimated accuracy of +/- 6 seconds.
 OE1460
 OE1460.The orthometric height was determined by differential leveling
 OE1460.and adjusted by the National Geodetic Survey in June 1991..
 OE1460
 OE1460.The geoid height was determined by GEOID03.
 OE1460
 OE1460.The dynamic height is computed by dividing the NAVD 88
 OE1460.geopotential number by the normal gravity value computed on the
 OE1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1460.degrees latitude (g = 980.6199 gals.).
 OE1460
 OE1460.The modeled gravity was interpolated from observed gravity values.
 OE1460
 OE1460;                    North         East    Units  Estimated Accuracy
 OE1460;SPC NY E     -   464,050.      122,670.      MT  (+/- 180 meters Scaled)
 OE1460
 OE1460                          SUPERSEDED SURVEY CONTROL
 OE1460
 OE1460  NGVD 29 (??/??/92)  213.699  (m)          701.11   (f) ADJ UNCH    2 0
 OE1460
 OE1460.Superseded values are not recommended for survey control.
 OE1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1460.See file dsdata.txt to determine how the superseded data were derived.
 OE1460
 OE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN134621(NAD 83)
 OE1460_MARKER: DB = BENCH MARK DISK
 OE1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1460_STAMPING: B 316 1942
 OE1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1460+STABILITY: SURFACE MOTION
 OE1460
 OE1460  HISTORY     - Date     Condition        Report By
 OE1460  HISTORY     - 1942     MONUMENTED       CGS
 OE1460
 OE1460                          STATION DESCRIPTION
 OE1460
 OE1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1460'3.6 MI S FROM LITTLE FALLS.
 OE1460'ABOUT 1.3 MILES EAST OF THE NEW YORK CENTRAL RAILROAD STATION AT
 OE1460'LITTLE FALLS, THENCE SOUTH EAST ALONG A COUNTY ROAD FOR 1.3 MILES TO
 OE1460'THE JUNCTION WITH HIGHWAY NO. 5 S, THENCE SOUTHWEST 1.0 MILE ALONG A
 OE1460'GRAVEL COUNTRY ROAD, 85 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ELI
 OE1460'DOXTATER FARM HOUSE, 23.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OE1460'DRIVEWAY, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 OE1460'SOUTHEAST OF A REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE TOP
 OE1460'OF A CONCRETE POST, ABOUT 2 FEET ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0345 ***********************************************************************
 OE0345  DESIGNATION -  B 317
 OE0345  PID         -  OE0345
 OE0345  STATE/COUNTY-  NY/HERKIMER
 OE0345  USGS QUAD   -  MIDDLEVILLE (1943)
 OE0345
 OE0345                         *CURRENT SURVEY CONTROL
 OE0345  ___________________________________________________________________
 OE0345* NAD 83(1986)-  43 08 45.     (N)    074 58 27.     (W)     SCALED    
 OE0345* NAVD 88     -       179.996  (meters)     590.54   (feet)  ADJUSTED  
 OE0345  ___________________________________________________________________
 OE0345  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 OE0345  DYNAMIC HT  -         179.945 (meters)     590.37  (feet)  COMP
 OE0345  MODELED GRAV-     980,337.4   (mgal)                       NAVD 88
 OE0345
 OE0345  VERT ORDER  -  SECOND    CLASS 0
 OE0345
 OE0345.The horizontal coordinates were scaled from a topographic map and have
 OE0345.an estimated accuracy of +/- 6 seconds.
 OE0345
 OE0345.The orthometric height was determined by differential leveling
 OE0345.and adjusted by the National Geodetic Survey in June 1991..
 OE0345
 OE0345.The geoid height was determined by GEOID03.
 OE0345
 OE0345.The dynamic height is computed by dividing the NAVD 88
 OE0345.geopotential number by the normal gravity value computed on the
 OE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0345.degrees latitude (g = 980.6199 gals.).
 OE0345
 OE0345.The modeled gravity was interpolated from observed gravity values.
 OE0345
 OE0345;                    North         East    Units  Estimated Accuracy
 OE0345;SPC NY E     -   478,980.      111,430.      MT  (+/- 180 meters Scaled)
 OE0345
 OE0345                          SUPERSEDED SURVEY CONTROL
 OE0345
 OE0345  NGVD 29 (??/??/92)  180.139  (m)          591.01   (f) ADJ UNCH    2 0
 OE0345
 OE0345.Superseded values are not recommended for survey control.
 OE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0345.See file dsdata.txt to determine how the superseded data were derived.
 OE0345
 OE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN021770(NAD 83)
 OE0345_MARKER: DB = BENCH MARK DISK
 OE0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0345_SP_SET: BRIDGE
 OE0345_STAMPING: B 317 1942
 OE0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0345
 OE0345  HISTORY     - Date     Condition        Report By
 OE0345  HISTORY     - 1942     MONUMENTED       CGS
 OE0345  HISTORY     - 1976     GOOD             NGS
 OE0345  HISTORY     - 20050728 POOR             NYDT
 OE0345
 OE0345                          STATION DESCRIPTION
 OE0345
 OE0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0345'0.6 MI N FROM MIDDLEVILLE.
 OE0345'ABOUT 0.6 MILE NORTH ALONG HIGHWAY NO. 28 FROM THE POST OFFICE AT
 OE0345'MIDDLEVILLE, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE NORTHEAST
 OE0345'WING WALL OF CONCRETE HIGHWAY BRIDGE NO. 5064 B2 OVER MALTANNER CREEK.
 OE0345
 OE0345                          STATION RECOVERY (1976)
 OE0345
 OE0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0345'RECOVERED IN GOOD CONDITION.
 OE0345
 OE0345                          STATION RECOVERY (2005)
 OE0345
 OE0345'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0345'MARK WAS FOUND IN NEW SOUTHWEST WINGWALL. MARK WAS RESET IN 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0326 ***********************************************************************
 OE0326  DESIGNATION -  B 318
 OE0326  PID         -  OE0326
 OE0326  STATE/COUNTY-  NY/FULTON
 OE0326  USGS QUAD   -  OPPENHEIM (1945)
 OE0326
 OE0326                         *CURRENT SURVEY CONTROL
 OE0326  ___________________________________________________________________
 OE0326* NAD 83(1986)-  43 04 59.     (N)    074 43 14.     (W)     SCALED    
 OE0326* NAVD 88     -       299.704  (meters)     983.28   (feet)  ADJUSTED  
 OE0326  ___________________________________________________________________
 OE0326  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 OE0326  DYNAMIC HT  -         299.623 (meters)     983.01  (feet)  COMP
 OE0326  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OE0326
 OE0326  VERT ORDER  -  SECOND    CLASS 0
 OE0326
 OE0326.The horizontal coordinates were scaled from a topographic map and have
 OE0326.an estimated accuracy of +/- 6 seconds.
 OE0326
 OE0326.The orthometric height was determined by differential leveling
 OE0326.and adjusted by the National Geodetic Survey in June 1991..
 OE0326
 OE0326.The geoid height was determined by GEOID03.
 OE0326
 OE0326.The dynamic height is computed by dividing the NAVD 88
 OE0326.geopotential number by the normal gravity value computed on the
 OE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0326.degrees latitude (g = 980.6199 gals.).
 OE0326
 OE0326.The modeled gravity was interpolated from observed gravity values.
 OE0326
 OE0326;                    North         East    Units  Estimated Accuracy
 OE0326;SPC NY E     -   471,920.      132,040.      MT  (+/- 180 meters Scaled)
 OE0326
 OE0326                          SUPERSEDED SURVEY CONTROL
 OE0326
 OE0326  NGVD 29 (??/??/92)  299.860  (m)          983.79   (f) ADJ UNCH    2 0
 OE0326
 OE0326.Superseded values are not recommended for survey control.
 OE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0326.See file dsdata.txt to determine how the superseded data were derived.
 OE0326
 OE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN227700(NAD 83)
 OE0326_MARKER: DB = BENCH MARK DISK
 OE0326_SETTING: 66 = SET IN ROCK OUTCROP
 OE0326_SP_SET: ROCK OUTCROP
 OE0326_STAMPING: B 318 1942
 OE0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0326+STABILITY: POSITION/ELEVATION WELL
 OE0326
 OE0326  HISTORY     - Date     Condition        Report By
 OE0326  HISTORY     - 1942     MONUMENTED       CGS
 OE0326
 OE0326                          STATION DESCRIPTION
 OE0326
 OE0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0326'1.6 MI NW FROM OPPENHEIM.
 OE0326'ABOUT 1.6 MILES NORTHWEST ALONG HIGHWAY NO. 29 FROM THE JUNCTION WITH
 OE0326'HIGHWAY NO. 331 AT OPPENHEIM, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 OE0326'THE HIGHWAY, ABOUT 500 FEET SOUTHEAST OF THE C. STOWELL FARM HOUSE, 18
 OE0326'FEET NORTHWEST OF AN 18-INCH MAPLE TREE, 5.5 FEET NORTHEAST OF A WIRE
 OE0326'FENCE, A U.S.C. AND G. DISK SET IN TOP OF A ROCK OUTCROP ABOUT LEVEL
 OE0326'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0284 ***********************************************************************
 OE0284  DESIGNATION -  B 319
 OE0284  PID         -  OE0284
 OE0284  STATE/COUNTY-  NY/FULTON
 OE0284  USGS QUAD   -  BROADALBIN (1970)
 OE0284
 OE0284                         *CURRENT SURVEY CONTROL
 OE0284  ___________________________________________________________________
 OE0284* NAD 83(1986)-  43 03 01.     (N)    074 13 02.     (W)     SCALED    
 OE0284* NAVD 88     -       241.075  (meters)     790.93   (feet)  ADJUSTED  
 OE0284  ___________________________________________________________________
 OE0284  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 OE0284  DYNAMIC HT  -         241.010 (meters)     790.71  (feet)  COMP
 OE0284  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 OE0284
 OE0284  VERT ORDER  -  SECOND    CLASS 0
 OE0284
 OE0284.The horizontal coordinates were scaled from a topographic map and have
 OE0284.an estimated accuracy of +/- 6 seconds.
 OE0284
 OE0284.The orthometric height was determined by differential leveling
 OE0284.and adjusted by the National Geodetic Survey in June 1991..
 OE0284
 OE0284.The geoid height was determined by GEOID03.
 OE0284
 OE0284.The dynamic height is computed by dividing the NAVD 88
 OE0284.geopotential number by the normal gravity value computed on the
 OE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0284.degrees latitude (g = 980.6199 gals.).
 OE0284
 OE0284.The modeled gravity was interpolated from observed gravity values.
 OE0284
 OE0284;                    North         East    Units  Estimated Accuracy
 OE0284;SPC NY E     -   468,300.      173,040.      MT  (+/- 180 meters Scaled)
 OE0284
 OE0284                          SUPERSEDED SURVEY CONTROL
 OE0284
 OE0284  NGVD 29 (??/??/92)  241.217  (m)          791.39   (f) ADJ UNCH    2 0
 OE0284
 OE0284.Superseded values are not recommended for survey control.
 OE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0284.See file dsdata.txt to determine how the superseded data were derived.
 OE0284
 OE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN637666(NAD 83)
 OE0284_MARKER: DB = BENCH MARK DISK
 OE0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0284_SP_SET: BRIDGE
 OE0284_STAMPING: B 319 1942
 OE0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE0284+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 OE0284
 OE0284  HISTORY     - Date     Condition        Report By
 OE0284  HISTORY     - 1942     MONUMENTED       CGS
 OE0284  HISTORY     - 1955     GOOD             NGS
 OE0284  HISTORY     - 1977     GOOD             NYDT
 OE0284  HISTORY     - 1985     GOOD             USPSQD
 OE0284  HISTORY     - 20040927 GOOD             USPSQD
 OE0284
 OE0284                          STATION DESCRIPTION
 OE0284
 OE0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0284'IN VAIL MILLS.
 OE0284'AT VAIL MILLS, ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 OE0284'THE JUNCTION OF STATE HIGHWAY 30, IN THE TOP OF THE NORTHWEST WING
 OE0284'WALL OF THE SOUTHWEST ABUTMENT OF BRIDGE OVER KENNYETTO CREEK, 22 FEET
 OE0284'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHWEST OF THE
 OE0284'SOUTHWEST END OF THE NORTHWEST HEAD WALL AND ABOUT 1 FOOT ABOVE THE
 OE0284'BRIDGE FLOOR.
 OE0284
 OE0284                          STATION RECOVERY (1977)
 OE0284
 OE0284'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0284'THE MARK IS LOCATED ABOUT 0.1 MILE SOUTHWEST ALONG NYS ROUTE 29 FROM
 OE0284'THE JUNCTION OF STATE HIGHWAY 30 IN VAIL MILLS, FULTON COUNTY AT A
 OE0284'BRIDGE OVER THE KENNYETTO CREEK IN THE TOP OF THE SOUTHWEST WINGWALL
 OE0284'OF THE SOUTH ABUTMENT, 22 FEET NORTHWEST OF THE CENTERLINE OF THE
 OE0284'HIGHWAY. THE MARK IS A STANDARD DISK, STAMPED B 319 1942, AND SET
 OE0284'FLUSH ABOUT 1 FOOT ABOVE THE BRIDGE FLOOR.
 OE0284
 OE0284                          STATION RECOVERY (1985)
 OE0284
 OE0284'RECOVERY NOTE BY US POWER SQUADRON 1985
 OE0284'RECOVERED IN GOOD CONDITION.
 OE0284
 OE0284                          STATION RECOVERY (2004)
 OE0284
 OE0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0293 ***********************************************************************
 OE0293  DESIGNATION -  B 32
 OE0293  PID         -  OE0293
 OE0293  STATE/COUNTY-  NY/HERKIMER
 OE0293  USGS QUAD   -  HERKIMER (1943)
 OE0293
 OE0293                         *CURRENT SURVEY CONTROL
 OE0293  ___________________________________________________________________
 OE0293* NAD 83(1986)-  43 01 18.     (N)    074 54 00.     (W)     SCALED    
 OE0293* NAVD 88     -       113.827  (meters)     373.45   (feet)  ADJUSTED  
 OE0293  ___________________________________________________________________
 OE0293  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 OE0293  DYNAMIC HT  -         113.796 (meters)     373.35  (feet)  COMP
 OE0293  MODELED GRAV-     980,346.6   (mgal)                       NAVD 88
 OE0293
 OE0293  VERT ORDER  -  FIRST     CLASS II
 OE0293
 OE0293.The horizontal coordinates were scaled from a topographic map and have
 OE0293.an estimated accuracy of +/- 6 seconds.
 OE0293
 OE0293.The orthometric height was determined by differential leveling
 OE0293.and adjusted by the National Geodetic Survey in June 1991..
 OE0293
 OE0293.The geoid height was determined by GEOID03.
 OE0293
 OE0293.The dynamic height is computed by dividing the NAVD 88
 OE0293.geopotential number by the normal gravity value computed on the
 OE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0293.degrees latitude (g = 980.6199 gals.).
 OE0293
 OE0293.The modeled gravity was interpolated from observed gravity values.
 OE0293
 OE0293;                    North         East    Units  Estimated Accuracy
 OE0293;SPC NY E     -   465,160.      117,400.      MT  (+/- 180 meters Scaled)
 OE0293
 OE0293                          SUPERSEDED SURVEY CONTROL
 OE0293
 OE0293  NGVD 29 (??/??/92)  113.980  (m)          373.95   (f) ADJ UNCH    1 2
 OE0293
 OE0293.Superseded values are not recommended for survey control.
 OE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0293.See file dsdata.txt to determine how the superseded data were derived.
 OE0293
 OE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN081632(NAD 83)
 OE0293_MARKER: DB = BENCH MARK DISK
 OE0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0293_SP_SET: BRIDGE ABUTMENT
 OE0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0293
 OE0293  HISTORY     - Date     Condition        Report By
 OE0293  HISTORY     - UNK      MONUMENTED       CGS
 OE0293  HISTORY     - 1931     GOOD             NGS
 OE0293  HISTORY     - 1981     MARK NOT FOUND   NGS
 OE0293  HISTORY     - 19981119 MARK NOT FOUND   USPSQD
 OE0293
 OE0293                          STATION DESCRIPTION
 OE0293
 OE0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0293'2.5 MI W FROM LITTLE FALLS.
 OE0293'ON NORTHEAST CORNER OF SOUTHEAST CONCRETE ABUTMENT OF SIGNAL GANTRY AT
 OE0293'MILEPOST N.Y.219.
 OE0293
 OE0293                          STATION RECOVERY (1981)
 OE0293
 OE0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OE0293'DESTROYED BY NEW TRACKS OF RAILROAD.
 OE0293
 OE0293                          STATION RECOVERY (1998)
 OE0293
 OE0293'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0892 ***********************************************************************
 LW0892  TIDAL BM    -  This is a Tidal Bench Mark.
 LW0892  DESIGNATION -  B 3/2 S 3/2
 LW0892  PID         -  LW0892
 LW0892  STATE/COUNTY-  NY/SUFFOLK
 LW0892  USGS QUAD   -  
 LW0892
 LW0892                         *CURRENT SURVEY CONTROL
 LW0892  ___________________________________________________________________
 LW0892* NAD 83(1986)-  41 04 15.     (N)    071 51 23.     (W)     SCALED    
 LW0892* NAVD 88     -        22.299  (meters)      73.16   (feet)  ADJUSTED  
 LW0892  ___________________________________________________________________
 LW0892  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LW0892  DYNAMIC HT  -          22.291 (meters)      73.13  (feet)  COMP
 LW0892  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LW0892
 LW0892  VERT ORDER  -  SECOND    CLASS 0
 LW0892
 LW0892.The horizontal coordinates were scaled from a topographic map and have
 LW0892.an estimated accuracy of +/- 6 seconds.
 LW0892
 LW0892.The orthometric height was determined by differential leveling
 LW0892.and adjusted by the National Geodetic Survey in June 1991..
 LW0892
 LW0892.This Tidal Bench Mark is designated as VM 15505
 LW0892.by the Center for Operational Oceanographic Products and Services.
 LW0892
 LW0892.The geoid height was determined by GEOID03.
 LW0892
 LW0892.The dynamic height is computed by dividing the NAVD 88
 LW0892.geopotential number by the normal gravity value computed on the
 LW0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0892.degrees latitude (g = 980.6199 gals.).
 LW0892
 LW0892.The modeled gravity was interpolated from observed gravity values.
 LW0892
 LW0892;                    North         East    Units  Estimated Accuracy
 LW0892;SPC NY L     -   102,610.      480,140.      MT  (+/- 180 meters Scaled)
 LW0892
 LW0892                          SUPERSEDED SURVEY CONTROL
 LW0892
 LW0892  NGVD 29 (??/??/92)   22.588  (m)           74.11   (f) ADJ UNCH    2 0
 LW0892
 LW0892.Superseded values are not recommended for survey control.
 LW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0892.See file dsdata.txt to determine how the superseded data were derived.
 LW0892
 LW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF600505(NAD 83)
 LW0892_MARKER: DS = TRIANGULATION STATION DISK
 LW0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0892_SP_SET: DOOR
 LW0892_STAMPING: B3/2 S3/2 1943
 LW0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0892
 LW0892  HISTORY     - Date     Condition        Report By
 LW0892  HISTORY     - 1943     MONUMENTED       CGS
 LW0892
 LW0892                          STATION DESCRIPTION
 LW0892
 LW0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0892'AT MONTAUK POINT.
 LW0892'AT MONTAUK POINT, SUFFOLK COUNTY, 100 FEET SOUTH OF THE
 LW0892'LIGHTHOUSE, IN THE TOP OF A CONCRETE DUGOUT, 5.7 FEET SOUTHEAST
 LW0892'OF THE SOUTH CORNER OF THE STEEL DOOR LEADING DOWN INTO THE
 LW0892'DUGOUT (THE DOOR IS AT THE NORTH CORNER OF THE DUGOUT), AND
 LW0892'ABOUT 1.5 FEET BELOW THE TOP OF THE GROUND.  A STANDARD
 LW0892'TRIANGULATION-STATION DISK, STAMPED B 3/2 S 3/2 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3166 ***********************************************************************
 LW3166  DESIGNATION -  B 3/2 S 3/2 PED 1943
 LW3166  PID         -  LW3166
 LW3166  STATE/COUNTY-  NY/SUFFOLK
 LW3166  USGS QUAD   -  
 LW3166
 LW3166                         *CURRENT SURVEY CONTROL
 LW3166  ___________________________________________________________________
 LW3166* NAD 83(1996)-  41 04 13.72795(N)    071 51 25.61034(W)     ADJUSTED  
 LW3166* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 LW3166  ___________________________________________________________________
 LW3166  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 LW3166  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LW3166
 LW3166  HORZ ORDER  -  SECOND
 LW3166  VERT ORDER  -  THIRD ? (See Below)
 LW3166
 LW3166.The horizontal coordinates were established by classical geodetic methods
 LW3166.and adjusted by the National Geodetic Survey in January 1999..
 LW3166
 LW3166.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3166.The vertical order pertains to the NGVD 29 superseded value.
 LW3166
 LW3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3166
 LW3166.The geoid height was determined by GEOID03.
 LW3166
 LW3166;                    North         East     Units Scale Factor Converg.
 LW3166;SPC NY L     -   102,569.466   480,082.370   MT  1.00000228   +1 24 05.8
 LW3166;SPC NY L     -   336,513.32  1,575,070.24   sFT  1.00000228   +1 24 05.8
 LW3166;SPC CT       -   179,124.782   379,843.496   MT  1.00001561   +0 35 31.3
 LW3166;SPC CT       -   587,678.56  1,246,203.20   sFT  1.00001561   +0 35 31.3
 LW3166;UTM  19      - 4,550,514.914   259,954.697   MT  1.00030924   -1 52 40.7
 LW3166
 LW3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3166!SPC NY L     -   1.00000136  x   1.00000228  =   1.00000364
 LW3166!SPC CT       -   1.00000136  x   1.00001561  =   1.00001697
 LW3166!UTM  19      -   1.00000136  x   1.00030924  =   1.00031060
 LW3166
 LW3166|---------------------------------------------------------------------|
 LW3166| PID    Reference Object                     Distance      Geod. Az  |
 LW3166|                                                           dddmmss.s |
 LW3166| LW3167 MONTAUK POINT LIGHTHOUSE             54.192 METERS 00230     |
 LW3166| LW0886 BC 3                                APPROX. 0.6 KM 2163700.7 |
 LW3166|---------------------------------------------------------------------|
 LW3166
 LW3166                          SUPERSEDED SURVEY CONTROL
 LW3166
 LW3166  NAD 83(1996)-  41 04 13.72815(N)    071 51 25.61249(W) AD(       ) 2
 LW3166  NAD 83(1992)-  41 04 13.72230(N)    071 51 25.61819(W) AD(       ) 2
 LW3166  NAD 83(1986)-  41 04 13.72292(N)    071 51 25.62015(W) AD(       ) 2
 LW3166  NAD 27      -  41 04 13.35700(N)    071 51 27.39200(W) AD(       ) 2
 LW3166  NGVD 29 (07/19/86)   22.59   (m)           74.1    (f) LEVELING    3  
 LW3166
 LW3166.Superseded values are not recommended for survey control.
 LW3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3166.See file dsdata.txt to determine how the superseded data were derived.
 LW3166
 LW3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5995550515(NAD 83)
 LW3166_MARKER: DS = TRIANGULATION STATION DISK
 LW3166_SETTING: 0 = UNSPECIFIED SETTING
 LW3166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3166
 LW3166  HISTORY     - Date     Condition        Report By
 LW3166  HISTORY     - 1943     MONUMENTED       CGS
 LW3166  HISTORY     - 1972     GOOD             LOCENG
 LW3166
 LW3166                          STATION DESCRIPTION
 LW3166
 LW3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3166'STATION IS THE PINTLE CENTER OF THE INSTRUMENT WHICH IS HOUSED
 LW3166'IN THE DUGOUT-TYPE FIRE-CONTROL BUILDING LOCATED ABOUT 150 FT. S
 LW3166'OF THE MONTAUK POINT LIGHTHOUSE ON LONG ISLAND.  IT IS A STANDARD
 LW3166'DISK, STAMPED B3 OVER 2 S3 OVER 2 1943 AND SET IN A DRILL HOLE
 LW3166'IN THE CONCRETE ROOF OF THE FIRE-CONTROL BUILDING, AND IS
 LW3166'DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  THE ROOF IS COVERED
 LW3166'WITH ABOUT 20 IN. OF DIRT.
 LW3166'
 LW3166'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 M.
 LW3166
 LW3166                          STATION RECOVERY (1972)
 LW3166
 LW3166'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (SAC)
 LW3166'RECOVERED BY OGRADY ASSOC.
 LW3166'
 LW3166'B3 OVER 2 S3 OVER 2 GOOD.
 LW3166'
 LW3166'STATION 6 (USE) GOOD.
 LW3166'
 LW3166'MONTAUK POINT LIGHTHOUSE GOOD.
 LW3166'
 LW3166'*DESCRIPTION READS THAT POINT IS COVERED WITH 20 INCHES OF
 LW3166'DIRT.  HOWEVER, STATION IS CLEARLY VISIBLE AND NO DIRT COVER IS
 LW3166'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0253 ***********************************************************************
 OE0253  DESIGNATION -  B 320
 OE0253  PID         -  OE0253
 OE0253  STATE/COUNTY-  NY/SARATOGA
 OE0253  USGS QUAD   -  EDINBURG (1970)
 OE0253
 OE0253                         *CURRENT SURVEY CONTROL
 OE0253  ___________________________________________________________________
 OE0253* NAD 83(1986)-  43 12 30.     (N)    074 04 51.     (W)     SCALED    
 OE0253* NAVD 88     -       236.717  (meters)     776.63   (feet)  ADJUSTED  
 OE0253  ___________________________________________________________________
 OE0253  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OE0253  DYNAMIC HT  -         236.654 (meters)     776.42  (feet)  COMP
 OE0253  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 OE0253
 OE0253  VERT ORDER  -  SECOND    CLASS 0
 OE0253
 OE0253.The horizontal coordinates were scaled from a topographic map and have
 OE0253.an estimated accuracy of +/- 6 seconds.
 OE0253
 OE0253.The orthometric height was determined by differential leveling
 OE0253.and adjusted by the National Geodetic Survey in June 1991..
 OE0253
 OE0253.The geoid height was determined by GEOID03.
 OE0253
 OE0253.The dynamic height is computed by dividing the NAVD 88
 OE0253.geopotential number by the normal gravity value computed on the
 OE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0253.degrees latitude (g = 980.6199 gals.).
 OE0253
 OE0253.The modeled gravity was interpolated from observed gravity values.
 OE0253
 OE0253;                    North         East    Units  Estimated Accuracy
 OE0253;SPC NY E     -   485,900.      184,060.      MT  (+/- 180 meters Scaled)
 OE0253
 OE0253                          SUPERSEDED SURVEY CONTROL
 OE0253
 OE0253  NGVD 29 (??/??/92)  236.839  (m)          777.03   (f) ADJ UNCH    2 0
 OE0253
 OE0253.Superseded values are not recommended for survey control.
 OE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0253.See file dsdata.txt to determine how the superseded data were derived.
 OE0253
 OE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN746843(NAD 83)
 OE0253_MARKER: DB = BENCH MARK DISK
 OE0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0253_SP_SET: BRIDGE ABUTMENT
 OE0253_STAMPING: B 320 1942
 OE0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0253
 OE0253  HISTORY     - Date     Condition        Report By
 OE0253  HISTORY     - 1942     MONUMENTED       CGS
 OE0253  HISTORY     - 1955     GOOD             NGS
 OE0253
 OE0253                          STATION DESCRIPTION
 OE0253
 OE0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0253'IN BACHELLERVILLE.
 OE0253'ABOUT 0.05 MILE SOUTHWEST ALONG A ROAD LEADING TO NORTHAMPTON FROM THE
 OE0253'PRESBYTERIAN CHURCH AT BACHELLERVILLE, IN THE TOP OF THE WEST END OF
 OE0253'THE NORTHEAST CONCRETE ABUTMENT OF A 20-FOOT CONCRETE BRIDGE, 14 FEET
 OE0253'NORTHWEST OF THE CENTER LINE OF THE BRIDGE, AND ABOUT 2 FEET BELOW THE
 OE0253'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0311 ***********************************************************************
 OE0311  DESIGNATION -  B 321
 OE0311  PID         -  OE0311
 OE0311  STATE/COUNTY-  NY/FULTON
 OE0311  USGS QUAD   -  OPPENHEIM (1945)
 OE0311
 OE0311                         *CURRENT SURVEY CONTROL
 OE0311  ___________________________________________________________________
 OE0311* NAD 83(1986)-  43 02 52.     (N)    074 38 23.     (W)     SCALED    
 OE0311* NAVD 88     -       323.438  (meters)    1061.15   (feet)  ADJUSTED  
 OE0311  ___________________________________________________________________
 OE0311  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 OE0311  DYNAMIC HT  -         323.348 (meters)    1060.85  (feet)  COMP
 OE0311  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 OE0311
 OE0311  VERT ORDER  -  SECOND    CLASS 0
 OE0311
 OE0311.The horizontal coordinates were scaled from a topographic map and have
 OE0311.an estimated accuracy of +/- 6 seconds.
 OE0311
 OE0311.The orthometric height was determined by differential leveling
 OE0311.and adjusted by the National Geodetic Survey in June 1991..
 OE0311
 OE0311.The geoid height was determined by GEOID03.
 OE0311
 OE0311.The dynamic height is computed by dividing the NAVD 88
 OE0311.geopotential number by the normal gravity value computed on the
 OE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0311.degrees latitude (g = 980.6199 gals.).
 OE0311
 OE0311.The modeled gravity was interpolated from observed gravity values.
 OE0311
 OE0311;                    North         East    Units  Estimated Accuracy
 OE0311;SPC NY E     -   467,990.      138,620.      MT  (+/- 180 meters Scaled)
 OE0311
 OE0311                          SUPERSEDED SURVEY CONTROL
 OE0311
 OE0311  NGVD 29 (??/??/92)  323.594  (m)         1061.66   (f) ADJ UNCH    2 0
 OE0311
 OE0311.Superseded values are not recommended for survey control.
 OE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0311.See file dsdata.txt to determine how the superseded data were derived.
 OE0311
 OE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN293661(NAD 83)
 OE0311_MARKER: DB = BENCH MARK DISK
 OE0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0311_SP_SET: BRIDGE
 OE0311_STAMPING: B 321 1942
 OE0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0311
 OE0311  HISTORY     - Date     Condition        Report By
 OE0311  HISTORY     - 1942     MONUMENTED       CGS
 OE0311
 OE0311                          STATION DESCRIPTION
 OE0311
 OE0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0311'4.3 MI NE FROM ST JOHNSVILLE.
 OE0311'4.3 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM GRACE CHURCH AT ST.
 OE0311'JOHNSVILLE, AT A CONCRETE BRIDGE.  A DISK, SET IN THE TOP OF THE SOUTH
 OE0311'WING WALL, AND 14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0205 ***********************************************************************
 OE0205  DESIGNATION -  B 322
 OE0205  PID         -  OE0205
 OE0205  STATE/COUNTY-  NY/FULTON
 OE0205  USGS QUAD   -  PECK LAKE (1970)
 OE0205
 OE0205                         *CURRENT SURVEY CONTROL
 OE0205  ___________________________________________________________________
 OE0205* NAD 83(1986)-  43 05 15.     (N)    074 22 49.     (W)     SCALED    
 OE0205* NAVD 88     -       373.507  (meters)    1225.41   (feet)  ADJUSTED  
 OE0205  ___________________________________________________________________
 OE0205  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 OE0205  DYNAMIC HT  -         373.398 (meters)    1225.06  (feet)  COMP
 OE0205  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 OE0205
 OE0205  VERT ORDER  -  SECOND    CLASS 0
 OE0205
 OE0205.The horizontal coordinates were scaled from a topographic map and have
 OE0205.an estimated accuracy of +/- 6 seconds.
 OE0205
 OE0205.The orthometric height was determined by differential leveling
 OE0205.and adjusted by the National Geodetic Survey in June 1991..
 OE0205
 OE0205.The geoid height was determined by GEOID03.
 OE0205
 OE0205.The dynamic height is computed by dividing the NAVD 88
 OE0205.geopotential number by the normal gravity value computed on the
 OE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0205.degrees latitude (g = 980.6199 gals.).
 OE0205
 OE0205.The modeled gravity was interpolated from observed gravity values.
 OE0205
 OE0205;                    North         East    Units  Estimated Accuracy
 OE0205;SPC NY E     -   472,400.      159,750.      MT  (+/- 180 meters Scaled)
 OE0205
 OE0205                          SUPERSEDED SURVEY CONTROL
 OE0205
 OE0205  NGVD 29 (??/??/92)  373.633  (m)         1225.83   (f) ADJ UNCH    2 0
 OE0205
 OE0205.Superseded values are not recommended for survey control.
 OE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0205.See file dsdata.txt to determine how the superseded data were derived.
 OE0205
 OE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN504707(NAD 83)
 OE0205_MARKER: DB = BENCH MARK DISK
 OE0205_SETTING: 66 = SET IN ROCK OUTCROP
 OE0205_SP_SET: ROCK OUTCROP
 OE0205_STAMPING: B 322 1942
 OE0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0205+STABILITY: POSITION/ELEVATION WELL
 OE0205
 OE0205  HISTORY     - Date     Condition        Report By
 OE0205  HISTORY     - 1942     MONUMENTED       CGS
 OE0205
 OE0205                          STATION DESCRIPTION
 OE0205
 OE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0205'3.9 MI N FROM GLOVERSVILLE.
 OE0205'3.9 MILES NORTH ALONG STATE HIGHWAY NO. 309 FROM THE FIRST M.E. CHURCH
 OE0205'AT GLOVERSVILLE, 81.8 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 OE0205'BROWN GARAGE, 92 FEET NORTHWEST OF THE CENTER OF THE WEST END OF A 6-
 OE0205'BY 4-FOOT BOX CULVERT, 64 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OE0205'AND 14 FEET WEST OF THE CENTER OF A SMALL STREAM.  A DISK, SET IN THE
 OE0205'TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0185 ***********************************************************************
 OE0185  DESIGNATION -  B 323
 OE0185  PID         -  OE0185
 OE0185  STATE/COUNTY-  NY/FULTON
 OE0185  USGS QUAD   -  CAROGA LAKE (1970)
 OE0185
 OE0185                         *CURRENT SURVEY CONTROL
 OE0185  ___________________________________________________________________
 OE0185* NAD 83(1986)-  43 09 12.     (N)    074 26 29.     (W)     SCALED    
 OE0185* NAVD 88     -       484.988  (meters)    1591.16   (feet)  ADJUSTED  
 OE0185  ___________________________________________________________________
 OE0185  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OE0185  DYNAMIC HT  -         484.850 (meters)    1590.71  (feet)  COMP
 OE0185  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 OE0185
 OE0185  VERT ORDER  -  SECOND    CLASS 0
 OE0185
 OE0185.The horizontal coordinates were scaled from a topographic map and have
 OE0185.an estimated accuracy of +/- 6 seconds.
 OE0185
 OE0185.The orthometric height was determined by differential leveling
 OE0185.and adjusted by the National Geodetic Survey in June 1991..
 OE0185
 OE0185.The geoid height was determined by GEOID03.
 OE0185
 OE0185.The dynamic height is computed by dividing the NAVD 88
 OE0185.geopotential number by the normal gravity value computed on the
 OE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0185.degrees latitude (g = 980.6199 gals.).
 OE0185
 OE0185.The modeled gravity was interpolated from observed gravity values.
 OE0185
 OE0185;                    North         East    Units  Estimated Accuracy
 OE0185;SPC NY E     -   479,710.      154,770.      MT  (+/- 180 meters Scaled)
 OE0185
 OE0185                          SUPERSEDED SURVEY CONTROL
 OE0185
 OE0185  NGVD 29 (??/??/92)  485.120  (m)         1591.60   (f) ADJ UNCH    2 0
 OE0185
 OE0185.Superseded values are not recommended for survey control.
 OE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0185.See file dsdata.txt to determine how the superseded data were derived.
 OE0185
 OE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN454779(NAD 83)
 OE0185_MARKER: DB = BENCH MARK DISK
 OE0185_SETTING: 66 = SET IN ROCK OUTCROP
 OE0185_SP_SET: ROCK OUTCROP
 OE0185_STAMPING: B 323 1942
 OE0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0185+STABILITY: POSITION/ELEVATION WELL
 OE0185
 OE0185  HISTORY     - Date     Condition        Report By
 OE0185  HISTORY     - 1942     MONUMENTED       CGS
 OE0185
 OE0185                          STATION DESCRIPTION
 OE0185
 OE0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0185'2.7 MI NE FROM CAROGA LAKE.
 OE0185'ABOUT 0.2 MILE NORTH ALONG HIGHWAY NO. 10 FROM VROOMANS HOTEL AT
 OE0185'CAROGA LAKE, THENCE ABOUT 2.5 MILES NORTHEAST ALONG A SURFACED COUNTY
 OE0185'ROAD, 95 FEET WEST OF THE CENTER LINE OF A DRIVEWAY INTO A FRAME
 OE0185'COTTAGE, 41.5 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 20.5
 OE0185'FEET WEST OF TRIANGLE-BLAZED 12-INCH PINE TREE, 8 FEET EAST OF A
 OE0185'TRIANGLE-BLAZED 14-INCH PINE TREE, A U.S.C. AND G.S. DISK SET IN THE
 OE0185'TOP OF A ROCK OUTCROP ABOUT 2 FEET ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0017 ***********************************************************************
 KU0017  DESIGNATION -  B 324
 KU0017  PID         -  KU0017
 KU0017  STATE/COUNTY-  NY/SUFFOLK
 KU0017  USGS QUAD   -  SAG HARBOR (1956)
 KU0017
 KU0017                         *CURRENT SURVEY CONTROL
 KU0017  ___________________________________________________________________
 KU0017* NAD 83(1986)-  40 54 53.     (N)    072 20 50.     (W)     SCALED    
 KU0017* NAVD 88     -         5.444  (meters)      17.86   (feet)  ADJUSTED  
 KU0017  ___________________________________________________________________
 KU0017  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU0017  DYNAMIC HT  -           5.442 (meters)      17.85  (feet)  COMP
 KU0017  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 KU0017
 KU0017  VERT ORDER  -  SECOND    CLASS 0
 KU0017
 KU0017.The horizontal coordinates were scaled from a topographic map and have
 KU0017.an estimated accuracy of +/- 6 seconds.
 KU0017
 KU0017.The orthometric height was determined by differential leveling
 KU0017.and adjusted by the National Geodetic Survey in June 1991..
 KU0017
 KU0017.The geoid height was determined by GEOID03.
 KU0017
 KU0017.The dynamic height is computed by dividing the NAVD 88
 KU0017.geopotential number by the normal gravity value computed on the
 KU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0017.degrees latitude (g = 980.6199 gals.).
 KU0017
 KU0017.The modeled gravity was interpolated from observed gravity values.
 KU0017
 KU0017;                    North         East    Units  Estimated Accuracy
 KU0017;SPC NY L     -    84,380.      439,230.      MT  (+/- 180 meters Scaled)
 KU0017
 KU0017                          SUPERSEDED SURVEY CONTROL
 KU0017
 KU0017  NGVD 29 (??/??/92)    5.725  (m)           18.78   (f) ADJ UNCH    2 0
 KU0017
 KU0017.Superseded values are not recommended for survey control.
 KU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0017.See file dsdata.txt to determine how the superseded data were derived.
 KU0017
 KU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL234326(NAD 83)
 KU0017_MARKER: DB = BENCH MARK DISK
 KU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0017_STAMPING: B 324 1943
 KU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0017+STABILITY: SURFACE MOTION
 KU0017
 KU0017  HISTORY     - Date     Condition        Report By
 KU0017  HISTORY     - 1943     MONUMENTED       CGS
 KU0017
 KU0017                          STATION DESCRIPTION
 KU0017
 KU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KU0017'3 MI SW FROM BRIDGEHAMPTON.
 KU0017'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 KU0017'AT BRIDGEHAMPTON, SUFFOLK COUNTY, 0.1 MILE NORTHEAST OF A LARGE
 KU0017'TWO-STORY HOUSE, 34.4 FEET NORTHEAST OF A 3-FOOT OAK TREE,
 KU0017'32 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET
 KU0017'SOUTHWEST OF POLE 135, AND 1.7 FEET SOUTHWEST OF A WHITE WOODEN
 KU0017'WITNESS POST.  A STANDARD DISK, STAMPED B 324 1943 AND SET IN
 KU0017'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0047 ***********************************************************************
 KU0047  DESIGNATION -  B 325
 KU0047  PID         -  KU0047
 KU0047  STATE/COUNTY-  NY/SUFFOLK
 KU0047  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU0047
 KU0047                         *CURRENT SURVEY CONTROL
 KU0047  ___________________________________________________________________
 KU0047* NAD 83(1986)-  40 59 24.     (N)    072 04 25.     (W)     SCALED    
 KU0047* NAVD 88     -         1.545  (meters)       5.07   (feet)  ADJUSTED  
 KU0047  ___________________________________________________________________
 KU0047  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0047  DYNAMIC HT  -           1.544 (meters)       5.07  (feet)  COMP
 KU0047  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 KU0047
 KU0047  VERT ORDER  -  SECOND    CLASS 0
 KU0047
 KU0047.The horizontal coordinates were scaled from a topographic map and have
 KU0047.an estimated accuracy of +/- 6 seconds.
 KU0047
 KU0047.The orthometric height was determined by differential leveling
 KU0047.and adjusted by the National Geodetic Survey in June 1991..
 KU0047
 KU0047.The geoid height was determined by GEOID03.
 KU0047
 KU0047.The dynamic height is computed by dividing the NAVD 88
 KU0047.geopotential number by the normal gravity value computed on the
 KU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0047.degrees latitude (g = 980.6199 gals.).
 KU0047
 KU0047.The modeled gravity was interpolated from observed gravity values.
 KU0047
 KU0047;                    North         East    Units  Estimated Accuracy
 KU0047;SPC NY L     -    93,210.      462,090.      MT  (+/- 180 meters Scaled)
 KU0047
 KU0047                          SUPERSEDED SURVEY CONTROL
 KU0047
 KU0047  NGVD 29 (??/??/92)    1.833  (m)            6.01   (f) ADJ UNCH    2 0
 KU0047
 KU0047.Superseded values are not recommended for survey control.
 KU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0047.See file dsdata.txt to determine how the superseded data were derived.
 KU0047
 KU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL461417(NAD 83)
 KU0047_MARKER: DB = BENCH MARK DISK
 KU0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0047_STAMPING: B 325 1943
 KU0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0047+STABILITY: SURFACE MOTION
 KU0047
 KU0047  HISTORY     - Date     Condition        Report By
 KU0047  HISTORY     - 1943     MONUMENTED       CGS
 KU0047  HISTORY     - 1965     GOOD             NGS
 KU0047  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 KU0047
 KU0047                          STATION DESCRIPTION
 KU0047
 KU0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU0047'3.6 MI E FROM AMAGANSETT.
 KU0047'6.35 MILES EAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 KU0047'EAST HAMPTON, SUFFOLK COUNTY, AT THE JUNCTION OF A ROAD LEADING
 KU0047'SOUTHEAST, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 17.6
 KU0047'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.7 FEET
 KU0047'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KU0047'STAMPED B 325 1943 AND SET IN THE TOP OF A CONCRETE POST
 KU0047'PROJECTING 0.3 FOOT ABOVE GROUND.
 KU0047
 KU0047                          STATION RECOVERY (2003)
 KU0047
 KU0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7644 ***********************************************************************
 LX7644  DESIGNATION -  B 326 RESET
 LX7644  PID         -  LX7644
 LX7644  STATE/COUNTY-  NY/SUFFOLK
 LX7644  USGS QUAD   -  SOUTHOLD (1956)
 LX7644
 LX7644                         *CURRENT SURVEY CONTROL
 LX7644  ___________________________________________________________________
 LX7644* NAD 83(1986)-  41 04 43.     (N)    072 23 53.     (W)     SCALED    
 LX7644* NAVD 88     -         2.98   (meters)       9.8    (feet)  RESET     
 LX7644  ___________________________________________________________________
 LX7644  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX7644
 LX7644  VERT ORDER  -  THIRD
 LX7644
 LX7644.The horizontal coordinates were scaled from a topographic map and have
 LX7644.an estimated accuracy of +/- 6 seconds.
 LX7644
 LX7644.The orthometric height was computed from unverified reset data.
 LX7644.No vertical observational check was made to the station.
 LX7644
 LX7644.The geoid height was determined by GEOID03.
 LX7644
 LX7644;                    North         East    Units  Estimated Accuracy
 LX7644;SPC NY L     -   102,500.      434,610.      MT  (+/- 180 meters Scaled)
 LX7644
 LX7644                          SUPERSEDED SURVEY CONTROL
 LX7644
 LX7644  NGVD 29 (09/01/04)    3.27   (m)           10.7    (f) RESET       3  
 LX7644
 LX7644.Superseded values are not recommended for survey control.
 LX7644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7644.See file dsdata.txt to determine how the superseded data were derived.
 LX7644
 LX7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL185507(NAD 83)
 LX7644_MARKER: DB = BENCH MARK DISK
 LX7644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX7644_SP_SET: ABUTMENT
 LX7644_STAMPING: B 326 RESET 1984
 LX7644_MARK LOGO: NGS   
 LX7644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX7644
 LX7644  HISTORY     - Date     Condition        Report By
 LX7644  HISTORY     - 1984     MONUMENTED       NGS
 LX7644
 LX7644                          STATION DESCRIPTION
 LX7644
 LX7644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX7644'3.1 KM (1.90 MI) NE FROM SOUTHOLD.
 LX7644'FROM THE POST OFFICE IN SOUTHOLD, GO NORTHEAST ON STATE HIGHWAY 25 FOR
 LX7644'3.1 KM (1.95 MI) TO A BRIDGE OVER MILL CREEK AND THE MARK ON THE
 LX7644'LEFT, IN THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE,
 LX7644'7.5 M (24.6 FT) NORTH OF THE CENTER OF THE HIGHWAY AND 0.2 M (0.7 FT)
 LX7644'WEST OF A CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0791 ***********************************************************************
 LW0791  DESIGNATION -  B 327
 LW0791  PID         -  LW0791
 LW0791  STATE/COUNTY-  NY/SUFFOLK
 LW0791  USGS QUAD   -  MYSTIC (1984)
 LW0791
 LW0791                         *CURRENT SURVEY CONTROL
 LW0791  ___________________________________________________________________
 LW0791* NAD 83(1986)-  41 16 03.     (N)    071 59 26.     (W)     SCALED    
 LW0791* LOCAL TIDAL -         8.445  (meters)      27.71   (feet)  ADJ UNCH  
 LW0791  ___________________________________________________________________
 LW0791  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LW0791
 LW0791  VERT ORDER  -  SECOND    CLASS 0
 LW0791
 LW0791.The horizontal coordinates were scaled from a topographic map and have
 LW0791.an estimated accuracy of +/- 6 seconds.
 LW0791
 LW0791.The orthometric height was key entered from printed documents
 LW0791.and not key verified.
 LW0791
 LW0791.The geoid height was determined by GEOID03.
 LW0791
 LW0791;                    North         East    Units  Estimated Accuracy
 LW0791;SPC NY L     -   124,180.      468,370.      MT  (+/- 180 meters Scaled)
 LW0791
 LW0791                          SUPERSEDED SURVEY CONTROL
 LW0791
 LW0791.No superseded survey control is available for this station.
 LW0791
 LW0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF494727(NAD 83)
 LW0791_MARKER: DB = BENCH MARK DISK
 LW0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0791_STAMPING: B 327 1943
 LW0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0791+STABILITY: SURFACE MOTION
 LW0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0791+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 LW0791
 LW0791  HISTORY     - Date     Condition        Report By
 LW0791  HISTORY     - 1943     MONUMENTED       CGS
 LW0791  HISTORY     - 20011212 GOOD             USPSQD
 LW0791
 LW0791                          STATION DESCRIPTION
 LW0791
 LW0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0791'2.2 MI NE FROM FISHERS ISLAND.
 LW0791'2.2 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0791'FISHERS ISLAND, SUFFOLK COUNTY, AT A T-ROAD JUNCTION, 34.6
 LW0791'FEET SOUTH OF THE CENTER LINE OF THE NORTHEAST-AND-SOUTHWEST
 LW0791'ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 LW0791'AND 30.4 FEET SOUTHEAST OF POLE 47 W.  A STANDARD DISK, STAMPED
 LW0791'B 327 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LW0791'FOOT ABOVE THE GROUND.
 LW0791
 LW0791                          STATION RECOVERY (2001)
 LW0791
 LW0791'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0791'AMEND 1943 DESCRIPTION TO 26 FEET EAST OF POLE 793
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0752 ***********************************************************************
 KU0752  DESIGNATION -  B 328
 KU0752  PID         -  KU0752
 KU0752  STATE/COUNTY-  NY/SUFFOLK
 KU0752  USGS QUAD   -  PATCHOGUE (1967)
 KU0752
 KU0752                         *CURRENT SURVEY CONTROL
 KU0752  ___________________________________________________________________
 KU0752* NAD 83(1986)-  40 48 32.     (N)    073 05 28.     (W)     SCALED    
 KU0752* NAVD 88     -        34.502  (meters)     113.20   (feet)  ADJUSTED  
 KU0752  ___________________________________________________________________
 KU0752  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU0752  DYNAMIC HT  -          34.489 (meters)     113.15  (feet)  COMP
 KU0752  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 KU0752
 KU0752  VERT ORDER  -  SECOND    CLASS 0
 KU0752
 KU0752.The horizontal coordinates were scaled from a topographic map and have
 KU0752.an estimated accuracy of +/- 6 seconds.
 KU0752
 KU0752.The orthometric height was determined by differential leveling
 KU0752.and adjusted by the National Geodetic Survey in June 1991..
 KU0752
 KU0752.The geoid height was determined by GEOID03.
 KU0752
 KU0752.The dynamic height is computed by dividing the NAVD 88
 KU0752.geopotential number by the normal gravity value computed on the
 KU0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0752.degrees latitude (g = 980.6199 gals.).
 KU0752
 KU0752.The modeled gravity was interpolated from observed gravity values.
 KU0752
 KU0752;                    North         East    Units  Estimated Accuracy
 KU0752;SPC NY L     -    71,710.      376,690.      MT  (+/- 180 meters Scaled)
 KU0752
 KU0752                          SUPERSEDED SURVEY CONTROL
 KU0752
 KU0752  NGVD 29 (??/??/92)   34.825  (m)          114.25   (f) ADJ UNCH    2 0
 KU0752
 KU0752.Superseded values are not recommended for survey control.
 KU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0752.See file dsdata.txt to determine how the superseded data were derived.
 KU0752
 KU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL610192(NAD 83)
 KU0752_MARKER: DB = BENCH MARK DISK
 KU0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0752_SP_SET: CON FOUNDATION
 KU0752_STAMPING: B 328 1949
 KU0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0752
 KU0752  HISTORY     - Date     Condition        Report By
 KU0752  HISTORY     - 1949     MONUMENTED       CGS
 KU0752  HISTORY     - 1954     GOOD             NGS
 KU0752  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0752
 KU0752                          STATION DESCRIPTION
 KU0752
 KU0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0752'1 MI E FROM RONKONKOMA.
 KU0752'ABOUT 0.95 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0752'STATION AT RONKONKOMA, ABOUT 2.45 MILES WEST OF THE STATION AT
 KU0752'HOLTSVILLE, ABOUT 0.5 MILE WEST OF THE STATION AT HOLBROOK, AT
 KU0752'A PAVED ROAD CROSSING, SET IN THE TOP NEAR THE WEST EDGE OF A
 KU0752'LARGE CONCRETE FOUNDATION FOR HIGH TENSION LINE TOWER, 74.2 FEET
 KU0752'SOUTH OF THE SOUTH RAIL, 17.6 FEET SOUTH OF THE CENTER LINE OF A
 KU0752'PAVED ROAD PARALLEL TO THE TRACK, 15.9 FEET WEST OF THE CENTER
 KU0752'LINE OF THE CROSSING ROAD AND 3.5 FEET ABOVE THE LEVEL OF THE
 KU0752'ROADS.
 KU0752
 KU0752                          STATION RECOVERY (1954)
 KU0752
 KU0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KU0752'RECOVERED IN GOOD CONDITION.
 KU0752
 KU0752                          STATION RECOVERY (1995)
 KU0752
 KU0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0752'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0253 ***********************************************************************
 KU0253  DESIGNATION -  B 329
 KU0253  PID         -  KU0253
 KU0253  STATE/COUNTY-  NY/SUFFOLK
 KU0253  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0253
 KU0253                         *CURRENT SURVEY CONTROL
 KU0253  ___________________________________________________________________
 KU0253* NAD 83(1986)-  40 54 23.     (N)    072 53 05.     (W)     SCALED    
 KU0253* NAVD 88     -        27.353  (meters)      89.74   (feet)  ADJUSTED  
 KU0253  ___________________________________________________________________
 KU0253  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU0253  DYNAMIC HT  -          27.343 (meters)      89.71  (feet)  COMP
 KU0253  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 KU0253
 KU0253  VERT ORDER  -  SECOND    CLASS 0
 KU0253
 KU0253.The horizontal coordinates were scaled from a topographic map and have
 KU0253.an estimated accuracy of +/- 6 seconds.
 KU0253
 KU0253.The orthometric height was determined by differential leveling
 KU0253.and adjusted by the National Geodetic Survey in June 1991..
 KU0253
 KU0253.The geoid height was determined by GEOID03.
 KU0253
 KU0253.The dynamic height is computed by dividing the NAVD 88
 KU0253.geopotential number by the normal gravity value computed on the
 KU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0253.degrees latitude (g = 980.6199 gals.).
 KU0253
 KU0253.The modeled gravity was interpolated from observed gravity values.
 KU0253
 KU0253;                    North         East    Units  Estimated Accuracy
 KU0253;SPC NY L     -    82,740.      393,960.      MT  (+/- 180 meters Scaled)
 KU0253
 KU0253                          SUPERSEDED SURVEY CONTROL
 KU0253
 KU0253  NGVD 29 (??/??/92)   27.657  (m)           90.74   (f) ADJ UNCH    2 0
 KU0253
 KU0253.Superseded values are not recommended for survey control.
 KU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0253.See file dsdata.txt to determine how the superseded data were derived.
 KU0253
 KU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL781305(NAD 83)
 KU0253_MARKER: DB = BENCH MARK DISK
 KU0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0253_STAMPING: B 329 1949
 KU0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0253+STABILITY: SURFACE MOTION
 KU0253
 KU0253  HISTORY     - Date     Condition        Report By
 KU0253  HISTORY     - 1949     MONUMENTED       CGS
 KU0253
 KU0253                          STATION DESCRIPTION
 KU0253
 KU0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0253'1.6 MI NW FROM RIDGE.
 KU0253'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 25 FROM THE FIRE
 KU0253'HOUSE AT RIDGE, THENCE ABOUT 0.9 MILE NORTH ALONG RANDALL ROAD,
 KU0253'ABOUT 65 YARDS NORTH OF THE SOUTHWEST CORNER OF A WOODED AREA ALONG
 KU0253'THE EAST SIDE OF THE ROAD, 26 FEET EAST OF THE CENTER LINE OF THE
 KU0253'ROAD, 23.8 FEET NORTH OF TELEPHONE POLE LIL 40 AND IN LINE WITH
 KU0253'THE POLES, 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 KU0253'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KU0253'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0920 ***********************************************************************
 MZ0920  DESIGNATION -  B 33
 MZ0920  PID         -  MZ0920
 MZ0920  STATE/COUNTY-  NY/SCHENECTADY
 MZ0920  USGS QUAD   -  SCHENECTADY (1980)
 MZ0920
 MZ0920                         *CURRENT SURVEY CONTROL
 MZ0920  ___________________________________________________________________
 MZ0920* NAD 83(1986)-  42 48 56.     (N)    073 56 31.     (W)     SCALED    
 MZ0920* NAVD 88     -        76.896  (meters)     252.28   (feet)  ADJUSTED  
 MZ0920  ___________________________________________________________________
 MZ0920  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ0920  DYNAMIC HT  -          76.875 (meters)     252.21  (feet)  COMP
 MZ0920  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 MZ0920
 MZ0920  VERT ORDER  -  FIRST     CLASS II
 MZ0920
 MZ0920.The horizontal coordinates were scaled from a topographic map and have
 MZ0920.an estimated accuracy of +/- 6 seconds.
 MZ0920
 MZ0920.The orthometric height was determined by differential leveling
 MZ0920.and adjusted by the National Geodetic Survey in June 1991..
 MZ0920.WARNING-Repeat measurements at this control monument indicate possible
 MZ0920.vertical movement.
 MZ0920
 MZ0920.The geoid height was determined by GEOID03.
 MZ0920
 MZ0920.The dynamic height is computed by dividing the NAVD 88
 MZ0920.geopotential number by the normal gravity value computed on the
 MZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0920.degrees latitude (g = 980.6199 gals.).
 MZ0920
 MZ0920.The modeled gravity was interpolated from observed gravity values.
 MZ0920
 MZ0920;                    North         East    Units  Estimated Accuracy
 MZ0920;SPC NY E     -   442,340.      195,640.      MT  (+/- 180 meters Scaled)
 MZ0920
 MZ0920                          SUPERSEDED SURVEY CONTROL
 MZ0920
 MZ0920  NGVD 29 (??/??/92)   77.062  (m)          252.83   (f) ADJ UNCH    1 2
 MZ0920
 MZ0920.Superseded values are not recommended for survey control.
 MZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0920.See file dsdata.txt to determine how the superseded data were derived.
 MZ0920
 MZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN864408(NAD 83)
 MZ0920_MARKER: DB = BENCH MARK DISK
 MZ0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0920_SP_SET: CURB
 MZ0920_STAMPING: B 33 1931
 MZ0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0920
 MZ0920  HISTORY     - Date     Condition        Report By
 MZ0920  HISTORY     - 1931     MONUMENTED       CGS
 MZ0920  HISTORY     - 1976     GOOD             NGS
 MZ0920
 MZ0920                          STATION DESCRIPTION
 MZ0920
 MZ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MZ0920'AT SCHENECTADY.
 MZ0920'B 33 AT SCHENECTADY, SCHENECTADY COUNTY ON THE EASTERLY SIDE OF WALL
 MZ0920'STREET. ON TOP OF THE RETAINING WALL AND IN THE SOUTHWESTERLY END OF
 MZ0920'THE COPING ABOUT LEVEL WITH THE RR TRACKS PT IS 175.5 FT.
 MZ0920'NORTHEASTERLY OF CURB LINE LIBERTY STAND 250.8 FT. SOUTHWESTERLY OF
 MZ0920'CURBLINE UNION STREET A STANDARD DISK STAMPED B 33 1931.  NOTE--0.2 MI
 MZ0920'NW OF CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0608 ***********************************************************************
 KU0608  DESIGNATION -  B 330
 KU0608  PID         -  KU0608
 KU0608  STATE/COUNTY-  NY/SUFFOLK
 KU0608  USGS QUAD   -  GREENLAWN (1979)
 KU0608
 KU0608                         *CURRENT SURVEY CONTROL
 KU0608  ___________________________________________________________________
 KU0608* NAD 83(1986)-  40 45 15.     (N)    073 21 36.     (W)     SCALED    
 KU0608* NAVD 88     -        16.790  (meters)      55.09   (feet)  ADJUSTED  
 KU0608  ___________________________________________________________________
 KU0608  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KU0608  DYNAMIC HT  -          16.784 (meters)      55.07  (feet)  COMP
 KU0608  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 KU0608
 KU0608  VERT ORDER  -  SECOND    CLASS 0
 KU0608
 KU0608.The horizontal coordinates were scaled from a topographic map and have
 KU0608.an estimated accuracy of +/- 6 seconds.
 KU0608
 KU0608.The orthometric height was determined by differential leveling
 KU0608.and adjusted by the National Geodetic Survey in June 1991..
 KU0608
 KU0608.The geoid height was determined by GEOID03.
 KU0608
 KU0608.The dynamic height is computed by dividing the NAVD 88
 KU0608.geopotential number by the normal gravity value computed on the
 KU0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0608.degrees latitude (g = 980.6199 gals.).
 KU0608
 KU0608.The modeled gravity was interpolated from observed gravity values.
 KU0608
 KU0608;                    North         East    Units  Estimated Accuracy
 KU0608;SPC NY L     -    65,440.      354,050.      MT  (+/- 180 meters Scaled)
 KU0608
 KU0608                          SUPERSEDED SURVEY CONTROL
 KU0608
 KU0608  NGVD 29 (??/??/92)   17.136  (m)           56.22   (f) ADJ UNCH    2 0
 KU0608
 KU0608.Superseded values are not recommended for survey control.
 KU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0608.See file dsdata.txt to determine how the superseded data were derived.
 KU0608
 KU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL384127(NAD 83)
 KU0608_MARKER: DB = BENCH MARK DISK
 KU0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0608_STAMPING: B 330 1950
 KU0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0608+STABILITY: SURFACE MOTION
 KU0608
 KU0608  HISTORY     - Date     Condition        Report By
 KU0608  HISTORY     - 1950     MONUMENTED       CGS
 KU0608  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0608  HISTORY     - 20031002 GOOD             USPSQD
 KU0608
 KU0608                          STATION DESCRIPTION
 KU0608
 KU0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0608'1.8 MI SW FROM DEER PARK.
 KU0608'ABOUT 1.8 MILES SOUTHWEST ALONG THE LONG ISLAND RAILROAD FROM
 KU0608'THE STATION AT DEER PARK, AT WYANDANCH, 91 FEET SOUTH OF THE
 KU0608'SOUTH CORNER OF THE STATION, 30.5 FEET NORTHWEST OF THE CENTER
 KU0608'LINE OF THE PAVED ROAD PARALLEL TO THE TRACKS, 28.7 FEET SOUTHEAST
 KU0608'OF THE SOUTHEAST RAIL, 3 FEET WEST OF A WHITE WOODEN WITNESS
 KU0608'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, ABOUT LEVEL WITH
 KU0608'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KU0608'INCHES.
 KU0608
 KU0608                          STATION RECOVERY (1985)
 KU0608
 KU0608'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0608'MARK NOT FOUND.
 KU0608
 KU0608                          STATION RECOVERY (2003)
 KU0608
 KU0608'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0182 ***********************************************************************
 KU0182  DESIGNATION -  B 331
 KU0182  PID         -  KU0182
 KU0182  STATE/COUNTY-  NY/SUFFOLK
 KU0182  USGS QUAD   -  MORICHES (1967)
 KU0182
 KU0182                         *CURRENT SURVEY CONTROL
 KU0182  ___________________________________________________________________
 KU0182* NAD 83(1986)-  40 47 59.     (N)    072 51 21.     (W)     SCALED    
 KU0182* NAVD 88     -        14.226  (meters)      46.67   (feet)  ADJUSTED  
 KU0182  ___________________________________________________________________
 KU0182  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU0182  DYNAMIC HT  -          14.221 (meters)      46.66  (feet)  COMP
 KU0182  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 KU0182
 KU0182  VERT ORDER  -  SECOND    CLASS 0
 KU0182
 KU0182.The horizontal coordinates were scaled from a topographic map and have
 KU0182.an estimated accuracy of +/- 6 seconds.
 KU0182
 KU0182.The orthometric height was determined by differential leveling
 KU0182.and adjusted by the National Geodetic Survey in June 1991..
 KU0182
 KU0182.The geoid height was determined by GEOID03.
 KU0182
 KU0182.The dynamic height is computed by dividing the NAVD 88
 KU0182.geopotential number by the normal gravity value computed on the
 KU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0182.degrees latitude (g = 980.6199 gals.).
 KU0182
 KU0182.The modeled gravity was interpolated from observed gravity values.
 KU0182
 KU0182;                    North         East    Units  Estimated Accuracy
 KU0182;SPC NY L     -    70,930.      396,550.      MT  (+/- 180 meters Scaled)
 KU0182
 KU0182                          SUPERSEDED SURVEY CONTROL
 KU0182
 KU0182  NGVD 29 (??/??/92)   14.546  (m)           47.72   (f) ADJ UNCH    2 0
 KU0182
 KU0182.Superseded values are not recommended for survey control.
 KU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0182.See file dsdata.txt to determine how the superseded data were derived.
 KU0182
 KU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL808187(NAD 83)
 KU0182_MARKER: DB = BENCH MARK DISK
 KU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0182_STAMPING: B 331 1950
 KU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0182+STABILITY: SURFACE MOTION
 KU0182
 KU0182  HISTORY     - Date     Condition        Report By
 KU0182  HISTORY     - 1950     MONUMENTED       CGS
 KU0182  HISTORY     - 1956     GOOD             NGS
 KU0182  HISTORY     - 1987     GOOD             USPSQD
 KU0182
 KU0182                          STATION DESCRIPTION
 KU0182
 KU0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0182'1 MI W FROM MASTIC.
 KU0182'1 MILE WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0182'AT MASTIC, ABOUT 0.1 MILE WEST OF MILE POST 62, 32.5 FEET SOUTH
 KU0182'OF THE SOUTH RAIL, 3 FEET EAST OF POWER POLE NO. 378, 2 FEET
 KU0182'WEST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST FLUSH
 KU0182'WITH THE GROUND.
 KU0182
 KU0182                          STATION RECOVERY (1987)
 KU0182
 KU0182'RECOVERY NOTE BY US POWER SQUADRON 1987 (JK)
 KU0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0613 ***********************************************************************
 KU0613  DESIGNATION -  B 333
 KU0613  PID         -  KU0613
 KU0613  STATE/COUNTY-  NY/SUFFOLK
 KU0613  USGS QUAD   -  GREENLAWN (1979)
 KU0613
 KU0613                         *CURRENT SURVEY CONTROL
 KU0613  ___________________________________________________________________
 KU0613* NAD 83(1986)-  40 46 12.     (N)    073 17 26.     (W)     SCALED    
 KU0613* NAVD 88     -        24.279  (meters)      79.66   (feet)  ADJUSTED  
 KU0613  ___________________________________________________________________
 KU0613  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU0613  DYNAMIC HT  -          24.270 (meters)      79.63  (feet)  COMP
 KU0613  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 KU0613
 KU0613  VERT ORDER  -  SECOND    CLASS 0
 KU0613
 KU0613.The horizontal coordinates were scaled from a topographic map and have
 KU0613.an estimated accuracy of +/- 6 seconds.
 KU0613
 KU0613.The orthometric height was determined by differential leveling
 KU0613.and adjusted by the National Geodetic Survey in June 1991..
 KU0613
 KU0613.The geoid height was determined by GEOID03.
 KU0613
 KU0613.The dynamic height is computed by dividing the NAVD 88
 KU0613.geopotential number by the normal gravity value computed on the
 KU0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0613.degrees latitude (g = 980.6199 gals.).
 KU0613
 KU0613.The modeled gravity was interpolated from observed gravity values.
 KU0613
 KU0613;                    North         East    Units  Estimated Accuracy
 KU0613;SPC NY L     -    67,240.      359,900.      MT  (+/- 180 meters Scaled)
 KU0613
 KU0613                          SUPERSEDED SURVEY CONTROL
 KU0613
 KU0613  NGVD 29 (??/??/92)   24.623  (m)           80.78   (f) ADJ UNCH    2 0
 KU0613
 KU0613.Superseded values are not recommended for survey control.
 KU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0613.See file dsdata.txt to determine how the superseded data were derived.
 KU0613
 KU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL442146(NAD 83)
 KU0613_MARKER: DB = BENCH MARK DISK
 KU0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0613_STAMPING: B 333 1950
 KU0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0613+STABILITY: SURFACE MOTION
 KU0613
 KU0613  HISTORY     - Date     Condition        Report By
 KU0613  HISTORY     - 1950     MONUMENTED       CGS
 KU0613  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0613  HISTORY     - 20060628 MARK NOT FOUND   NYDT
 KU0613
 KU0613                          STATION DESCRIPTION
 KU0613
 KU0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0613'2 MI NE FROM DEER PARK.
 KU0613'2.0 MILES NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0613'RAILROAD STATION AT DEER PARK TO THE CROSSING OF BRENTWOOD ROAD,
 KU0613'THIS OCCURS IN A JOG IN BRENTWOOD ROAD FROM THE WEST TO THE
 KU0613'SOUTH TO THE EAST 40.7 FEET EAST OF THE CENTER LINE OF THE
 KU0613'ROAD FROM A POINT JUST SOUTH OF THE CROSSING, 29.2 FEET NORTH
 KU0613'OF THE CENTERLINE OF THE ROAD AFTER IT TURNS EAST, 36.1 FEET
 KU0613'SOUTHEAST OF THE SOUTH RAIL OF THE TRACK, 6.3 FEET EAST OF
 KU0613'TELEPHONE POLE NYT 536, IN LINE WITH A ROW OF TELEPHONE POLES,
 KU0613'3.4 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT 1.0
 KU0613'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 KU0613'POST PROJECTING 3 INCHES.  NOTE-- BM B 333 IS 1.05 MILE SOUTHWEST
 KU0613'ALONG THE LONG ISLAND RAILOAD FROM BM C 333.
 KU0613
 KU0613                          STATION RECOVERY (1985)
 KU0613
 KU0613'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0613'MARK NOT FOUND.
 KU0613
 KU0613                          STATION RECOVERY (2006)
 KU0613
 KU0613'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0274 ***********************************************************************
 KU0274  DESIGNATION -  B 334
 KU0274  PID         -  KU0274
 KU0274  STATE/COUNTY-  NY/SUFFOLK
 KU0274  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0274
 KU0274                         *CURRENT SURVEY CONTROL
 KU0274  ___________________________________________________________________
 KU0274* NAD 83(1986)-  40 54 17.     (N)    072 57 25.     (W)     SCALED    
 KU0274* NAVD 88     -        18.572  (meters)      60.93   (feet)  ADJUSTED  
 KU0274  ___________________________________________________________________
 KU0274  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU0274  DYNAMIC HT  -          18.565 (meters)      60.91  (feet)  COMP
 KU0274  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 KU0274
 KU0274  VERT ORDER  -  SECOND    CLASS 0
 KU0274
 KU0274.The horizontal coordinates were scaled from a topographic map and have
 KU0274.an estimated accuracy of +/- 6 seconds.
 KU0274
 KU0274.The orthometric height was determined by differential leveling
 KU0274.and adjusted by the National Geodetic Survey in June 1991..
 KU0274
 KU0274.The geoid height was determined by GEOID03.
 KU0274
 KU0274.The dynamic height is computed by dividing the NAVD 88
 KU0274.geopotential number by the normal gravity value computed on the
 KU0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0274.degrees latitude (g = 980.6199 gals.).
 KU0274
 KU0274.The modeled gravity was interpolated from observed gravity values.
 KU0274
 KU0274;                    North         East    Units  Estimated Accuracy
 KU0274;SPC NY L     -    82,480.      387,880.      MT  (+/- 180 meters Scaled)
 KU0274
 KU0274                          SUPERSEDED SURVEY CONTROL
 KU0274
 KU0274  NGVD 29 (??/??/92)   18.878  (m)           61.94   (f) ADJ UNCH    2 0
 KU0274
 KU0274.Superseded values are not recommended for survey control.
 KU0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0274.See file dsdata.txt to determine how the superseded data were derived.
 KU0274
 KU0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL720301(NAD 83)
 KU0274_MARKER: DB = BENCH MARK DISK
 KU0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0274_STAMPING: B 334 1950
 KU0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0274+STABILITY: SURFACE MOTION
 KU0274
 KU0274  HISTORY     - Date     Condition        Report By
 KU0274  HISTORY     - 1950     MONUMENTED       CGS
 KU0274  HISTORY     - 1967     MARK NOT FOUND   USGS
 KU0274  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 KU0274
 KU0274                          STATION DESCRIPTION
 KU0274
 KU0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0274'1.8 MI NW FROM MIDDLE ISLAND.
 KU0274'0.9 MILE NORTH ALONG YAPHANK-ROCKY POINT ROAD FROM THE INTERSECTION
 KU0274'OF YAPANK-ROCKY POINT ROAD AND STATE HIGHWAY NO. 25 AT MIDDLE
 KU0274'ISLAND TO THE JUNCTION OF YAPANK-ROCKY POINT ROAD AND
 KU0274'YAPHANK-MILLER PLACE ROAD, THENCE 0.85 MILE NORTHWEST ALONG
 KU0274'YAPHANK-MILLER PLACE ROAD TO THE INTERSECTION OF WHISKEY ROAD,
 KU0274'0.9 MILE WEST ALONG WHISKEY ROAD FROM BM A 334, IN THE NORTHWEST
 KU0274'CORNER FORMED BY THE INTERSECTION, 62.0 FEET NORTH OF THE CENTER
 KU0274'LINE OF WHISKEY ROAD, 33.1 FEET WEST OF THE CENTER LINE OF
 KU0274'YAPHANK-MILLER PLACE ROAD, 59.7 FEET NORTHWEST OF THE
 KU0274'INTERSECTION OF CENTER LINES OF THE 2 ROADS, MIDWAY BETWEEN 2
 KU0274'WHITE OAK TREES, 2.7 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 KU0274'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU0274'NOTE-- BM B 334 IS 0.85 MILE SOUTH ALONG YAPHANK-MILLER PLACE
 KU0274'ROAD FROM BM C 334.
 KU0274
 KU0274                          STATION RECOVERY (1967)
 KU0274
 KU0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KU0274'MARK NOT FOUND.
 KU0274
 KU0274                          STATION RECOVERY (1996)
 KU0274
 KU0274'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0350 ***********************************************************************
 KU0350  DESIGNATION -  B 335
 KU0350  PID         -  KU0350
 KU0350  STATE/COUNTY-  NY/SUFFOLK
 KU0350  USGS QUAD   -  RIVERHEAD (1956)
 KU0350
 KU0350                         *CURRENT SURVEY CONTROL
 KU0350  ___________________________________________________________________
 KU0350* NAD 83(1986)-  40 58 04.     (N)    072 37 44.     (W)     SCALED    
 KU0350* NAVD 88     -        14.596  (meters)      47.89   (feet)  ADJUSTED  
 KU0350  ___________________________________________________________________
 KU0350  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU0350  DYNAMIC HT  -          14.591 (meters)      47.87  (feet)  COMP
 KU0350  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 KU0350
 KU0350  VERT ORDER  -  SECOND    CLASS 0
 KU0350
 KU0350.The horizontal coordinates were scaled from a topographic map and have
 KU0350.an estimated accuracy of +/- 6 seconds.
 KU0350
 KU0350.The orthometric height was determined by differential leveling
 KU0350.and adjusted by the National Geodetic Survey in June 1991..
 KU0350
 KU0350.The geoid height was determined by GEOID03.
 KU0350
 KU0350.The dynamic height is computed by dividing the NAVD 88
 KU0350.geopotential number by the normal gravity value computed on the
 KU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0350.degrees latitude (g = 980.6199 gals.).
 KU0350
 KU0350.The modeled gravity was interpolated from observed gravity values.
 KU0350
 KU0350;                    North         East    Units  Estimated Accuracy
 KU0350;SPC NY L     -    89,860.      415,410.      MT  (+/- 180 meters Scaled)
 KU0350
 KU0350                          SUPERSEDED SURVEY CONTROL
 KU0350
 KU0350  NGVD 29 (??/??/92)   14.886  (m)           48.84   (f) ADJ UNCH    2 0
 KU0350
 KU0350.Superseded values are not recommended for survey control.
 KU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0350.See file dsdata.txt to determine how the superseded data were derived.
 KU0350
 KU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL995378(NAD 83)
 KU0350_MARKER: DB = BENCH MARK DISK
 KU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0350_STAMPING: B 335 1950
 KU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0350+STABILITY: SURFACE MOTION
 KU0350
 KU0350  HISTORY     - Date     Condition        Report By
 KU0350  HISTORY     - 1950     MONUMENTED       CGS
 KU0350  HISTORY     - 1989     GOOD             USPSQD
 KU0350
 KU0350                          STATION DESCRIPTION
 KU0350
 KU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0350'3.8 MI NW FROM RIVERHEAD.
 KU0350'3.8 MILES NORTHWEST ALONG ROANOKE AVENUE FROM RIVERHEAD HIGH
 KU0350'SCHOOL AT RIVERHEAD, SUFFOLK COUNTY, THENCE 3.95 MILES EAST ALONG
 KU0350'SOUND AVENUE, 0.85 MILE SOUTHWEST OF BENCH MARK C 335 DESCRIBED
 KU0350'BELOW, ON THE TOP OF A SMALL KNOLL WHICH DIVIDES TWO FARMS,
 KU0350'24 FEET SOUTH OF THE CENTERLINE OF THE AVENUE, 5 FEET SOUTHEAST
 KU0350'OF POWERLINE POLE NYT 456, 2 FEET EAST OF A WHITE WOODEN WITNESS
 KU0350'POST, AND 3 FEET ABOVE THE LEVEL OF THE AVENUE.  A STANDARD DISK,
 KU0350'STAMPED B 335 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0350'3 INCHES ABOVE GROUND.
 KU0350
 KU0350                          STATION RECOVERY (1989)
 KU0350
 KU0350'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0282 ***********************************************************************
 LX0282  DESIGNATION -  B 336
 LX0282  PID         -  LX0282
 LX0282  STATE/COUNTY-  NY/SUFFOLK
 LX0282  USGS QUAD   -  GREENPORT (1956)
 LX0282
 LX0282                         *CURRENT SURVEY CONTROL
 LX0282  ___________________________________________________________________
 LX0282* NAD 83(1986)-  41 01 17.     (N)    072 18 33.     (W)     SCALED    
 LX0282* NAVD 88     -         2.219  (meters)       7.28   (feet)  ADJUSTED  
 LX0282  ___________________________________________________________________
 LX0282  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LX0282  DYNAMIC HT  -           2.219 (meters)       7.28  (feet)  COMP
 LX0282  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 LX0282
 LX0282  VERT ORDER  -  SECOND    CLASS 0
 LX0282
 LX0282.The horizontal coordinates were scaled from a topographic map and have
 LX0282.an estimated accuracy of +/- 6 seconds.
 LX0282
 LX0282.The orthometric height was determined by differential leveling
 LX0282.and adjusted by the National Geodetic Survey in June 1991..
 LX0282
 LX0282.The geoid height was determined by GEOID03.
 LX0282
 LX0282.The dynamic height is computed by dividing the NAVD 88
 LX0282.geopotential number by the normal gravity value computed on the
 LX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0282.degrees latitude (g = 980.6199 gals.).
 LX0282
 LX0282.The modeled gravity was interpolated from observed gravity values.
 LX0282
 LX0282;                    North         East    Units  Estimated Accuracy
 LX0282;SPC NY L     -    96,290.      442,200.      MT  (+/- 180 meters Scaled)
 LX0282
 LX0282                          SUPERSEDED SURVEY CONTROL
 LX0282
 LX0282  NGVD 29 (??/??/92)    2.503  (m)            8.21   (f) ADJ UNCH    2 0
 LX0282
 LX0282.Superseded values are not recommended for survey control.
 LX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0282.See file dsdata.txt to determine how the superseded data were derived.
 LX0282
 LX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL262446(NAD 83)
 LX0282_MARKER: DB = BENCH MARK DISK
 LX0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0282_STAMPING: B 336 1950
 LX0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0282+STABILITY: SURFACE MOTION
 LX0282
 LX0282  HISTORY     - Date     Condition        Report By
 LX0282  HISTORY     - 1950     MONUMENTED       CGS
 LX0282
 LX0282                          STATION DESCRIPTION
 LX0282
 LX0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LX0282'1.8 MI NW FROM SAG HARBOR.
 LX0282'1.85 MILES NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE POST
 LX0282'OFFICE AT SAG HARBOR, 0.05 MILE SOUTHEAST OF THE SOUTHEAST
 LX0282'CORNER OF A SMALL CEMETERY WHICH IS IN THE NORTHEAST CORNER
 LX0282'OF A CULTIVATED FIELD ON THE WEST SIDE OF THE ROAD, 36.0 NORTH
 LX0282'OF THE CENTER LINE OF A PRIVATE ROAD, 23.0 FEET EAST OF THE
 LX0282'CENTER LINE OF THE HIGHWAY, 3.1 FEET NORTH OF TELEPHONE POLE
 LX0282'NYT 63, 2.0 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT
 LX0282'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 LX0282'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1828 ***********************************************************************
 LX1828  DESIGNATION -  B 336 RESET
 LX1828  PID         -  LX1828
 LX1828  STATE/COUNTY-  NY/SUFFOLK
 LX1828  USGS QUAD   -  GREENPORT (1956)
 LX1828
 LX1828                         *CURRENT SURVEY CONTROL
 LX1828  ___________________________________________________________________
 LX1828* NAD 83(1986)-  41 01 17.     (N)    072 18 33.     (W)     SCALED    
 LX1828* NAVD 88     -         2.06   (meters)       6.8    (feet)  RESET     
 LX1828  ___________________________________________________________________
 LX1828  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LX1828
 LX1828  VERT ORDER  -  THIRD
 LX1828
 LX1828.The horizontal coordinates were scaled from a topographic map and have
 LX1828.an estimated accuracy of +/- 6 seconds.
 LX1828
 LX1828.The orthometric height was computed from unverified reset data.
 LX1828.No vertical observational check was made to the station.
 LX1828
 LX1828.The geoid height was determined by GEOID03.
 LX1828
 LX1828;                    North         East    Units  Estimated Accuracy
 LX1828;SPC NY L     -    96,290.      442,200.      MT  (+/- 180 meters Scaled)
 LX1828
 LX1828                          SUPERSEDED SURVEY CONTROL
 LX1828
 LX1828  NGVD 29 (09/01/04)    2.34   (m)            7.7    (f) RESET       3  
 LX1828
 LX1828.Superseded values are not recommended for survey control.
 LX1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1828.See file dsdata.txt to determine how the superseded data were derived.
 LX1828
 LX1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL262446(NAD 83)
 LX1828_MARKER: DB = BENCH MARK DISK
 LX1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1828_STAMPING: B 336 RESET 1980
 LX1828_PROJECTION: FLUSH
 LX1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1828+STABILITY: SURFACE MOTION
 LX1828
 LX1828  HISTORY     - Date     Condition        Report By
 LX1828  HISTORY     - 1980     MONUMENTED       NGS
 LX1828  HISTORY     - 19941005 GOOD             USPSQD
 LX1828  HISTORY     - 20011027 GOOD             USPSQD
 LX1828  HISTORY     - 20040110 GOOD             USPSQD
 LX1828
 LX1828                          STATION DESCRIPTION
 LX1828
 LX1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LX1828'1.8 MI NW FROM SAG HARBOR.
 LX1828'FROM THE FLAG POLE IN SAG HARBOR GO NORTH ON STATE HIGHWAY 114 FOR 1.8
 LX1828'MILES TO THE MARK ON THE RIGHT, 67 FEET NORTH OF A PRIVATE DRIVEWAY
 LX1828'SEWAGE COVER, AND 30 FEET EAST OF THE CENTER OF HIGHWAY 114.  NOTE
 LX1828'THE CENTER OF THE HIGHWAY WILL CHANGE WHEN THE ROAD IS WIDENED.
 LX1828'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 LX1828
 LX1828                          STATION RECOVERY (1994)
 LX1828
 LX1828'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX1828'RECOVERED IN GOOD CONDITION.
 LX1828
 LX1828                          STATION RECOVERY (2001)
 LX1828
 LX1828'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 LX1828'RECOVERED IN GOOD CONDITION.
 LX1828
 LX1828                          STATION RECOVERY (2004)
 LX1828
 LX1828'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 LX1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0427 ***********************************************************************
 KU0427  DESIGNATION -  B 337
 KU0427  PID         -  KU0427
 KU0427  STATE/COUNTY-  NY/SUFFOLK
 KU0427  USGS QUAD   -  RIVERHEAD (1956)
 KU0427
 KU0427                         *CURRENT SURVEY CONTROL
 KU0427  ___________________________________________________________________
 KU0427* NAD 83(1986)-  40 56 24.     (N)    072 42 35.     (W)     SCALED    
 KU0427* NAVD 88     -        22.462  (meters)      73.69   (feet)  ADJUSTED  
 KU0427  ___________________________________________________________________
 KU0427  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU0427  DYNAMIC HT  -          22.454 (meters)      73.67  (feet)  COMP
 KU0427  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 KU0427
 KU0427  VERT ORDER  -  SECOND    CLASS 0
 KU0427
 KU0427.The horizontal coordinates were scaled from a topographic map and have
 KU0427.an estimated accuracy of +/- 6 seconds.
 KU0427
 KU0427.The orthometric height was determined by differential leveling
 KU0427.and adjusted by the National Geodetic Survey in June 1991..
 KU0427
 KU0427.The geoid height was determined by GEOID03.
 KU0427
 KU0427.The dynamic height is computed by dividing the NAVD 88
 KU0427.geopotential number by the normal gravity value computed on the
 KU0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0427.degrees latitude (g = 980.6199 gals.).
 KU0427
 KU0427.The modeled gravity was interpolated from observed gravity values.
 KU0427
 KU0427;                    North         East    Units  Estimated Accuracy
 KU0427;SPC NY L     -    86,680.      408,650.      MT  (+/- 180 meters Scaled)
 KU0427
 KU0427                          SUPERSEDED SURVEY CONTROL
 KU0427
 KU0427  NGVD 29 (??/??/92)   22.758  (m)           74.67   (f) ADJ UNCH    2 0
 KU0427
 KU0427.Superseded values are not recommended for survey control.
 KU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0427.See file dsdata.txt to determine how the superseded data were derived.
 KU0427
 KU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL927346(NAD 83)
 KU0427_MARKER: DB = BENCH MARK DISK
 KU0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0427_STAMPING: B 337 1950
 KU0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0427+STABILITY: SURFACE MOTION
 KU0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0427+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 KU0427
 KU0427  HISTORY     - Date     Condition        Report By
 KU0427  HISTORY     - 1950     MONUMENTED       CGS
 KU0427  HISTORY     - 1989     GOOD             USPSQD
 KU0427  HISTORY     - 20060629 GOOD             NYDT
 KU0427
 KU0427                          STATION DESCRIPTION
 KU0427
 KU0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0427'1.6 MI W FROM RIVERHEAD.
 KU0427'1.6 MILES WEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF MAIN
 KU0427'STREET AND PECONIC AVENUE AT RIVERHEAD, SUFFOLK COUNTY, THENCE 1.9
 KU0427'MILES NORTHWEST ALONG MILL ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION
 KU0427'OF A ROAD LEADING EAST, 28.9 FEET WEST OF THE CENTERLINE OF THE
 KU0427'ROAD, 2.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KU0427'3 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED
 KU0427'B 337 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KU0427'INCHES ABOVE GROUND.
 KU0427
 KU0427                          STATION RECOVERY (1989)
 KU0427
 KU0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU0427'RECOVERED IN GOOD CONDITION.
 KU0427
 KU0427                          STATION RECOVERY (2006)
 KU0427
 KU0427'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0427'HANDHELD COORDINATE N40 56 25 W072 42 35. 51'(PACED) WEST FROM UTLITY
 KU0427'POLE NYT86
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0891 ***********************************************************************
 KU0891  DESIGNATION -  B 338
 KU0891  PID         -  KU0891
 KU0891  STATE/COUNTY-  NY/NEW YORK
 KU0891  USGS QUAD   -  CENTRAL PARK (1979)
 KU0891
 KU0891                         *CURRENT SURVEY CONTROL
 KU0891  ___________________________________________________________________
 KU0891* NAD 83(1986)-  40 49 45.     (N)    073 57 03.     (W)     SCALED    
 KU0891* NAVD 88     -         3.648  (meters)      11.97   (feet)  ADJUSTED  
 KU0891  ___________________________________________________________________
 KU0891  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU0891  DYNAMIC HT  -           3.647 (meters)      11.97  (feet)  COMP
 KU0891  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 KU0891
 KU0891  VERT ORDER  -  FIRST     CLASS I
 KU0891
 KU0891.The horizontal coordinates were scaled from a topographic map and have
 KU0891.an estimated accuracy of +/- 6 seconds.
 KU0891
 KU0891.The orthometric height was determined by differential leveling
 KU0891.and adjusted by the National Geodetic Survey in June 1991..
 KU0891
 KU0891.The geoid height was determined by GEOID03.
 KU0891
 KU0891.The dynamic height is computed by dividing the NAVD 88
 KU0891.geopotential number by the normal gravity value computed on the
 KU0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0891.degrees latitude (g = 980.6199 gals.).
 KU0891
 KU0891.The modeled gravity was interpolated from observed gravity values.
 KU0891
 KU0891;                    North         East    Units  Estimated Accuracy
 KU0891;SPC NY E     -   221,720.      196,320.      MT  (+/- 180 meters Scaled)
 KU0891
 KU0891                          SUPERSEDED SURVEY CONTROL
 KU0891
 KU0891  NGVD 29 (??/??/92)    3.98   (m)           13.1    (f) COMPUTED    1 1
 KU0891
 KU0891.Superseded values are not recommended for survey control.
 KU0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0891.See file dsdata.txt to determine how the superseded data were derived.
 KU0891
 KU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL884203(NAD 83)
 KU0891_MARKER: DB = BENCH MARK DISK
 KU0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0891_SP_SET: ABUTMENT
 KU0891_STAMPING: B 338 1952
 KU0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0891+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 KU0891
 KU0891  HISTORY     - Date     Condition        Report By
 KU0891  HISTORY     - 1952     MONUMENTED       CGS
 KU0891  HISTORY     - 1965     GOOD             NGS
 KU0891  HISTORY     - 20060207 GOOD             GEOCAC
 KU0891
 KU0891                          STATION DESCRIPTION
 KU0891
 KU0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0891'AT NEW YORK.
 KU0891'AT NEW YORK, IN BOROUGH OF MANHATTAN, ALONG THE NEW YORK CENTRAL
 KU0891'RAILROAD, DIRECTLY UNDER THE 148TH STREET OVERHEAD FOOT BRIDGE
 KU0891'OVER THE TRACKS, SET VERTICALLY IN THE CENTER OF THE RECESSED
 KU0891'WEST CONCRETE FACE OF EAST ABUTMENT OF FOOT BRIDGE, 16.8 FEET
 KU0891'EAST OF EAST RAIL AND ABOUT 2 FEET ABOVE GROUND.
 KU0891
 KU0891                          STATION RECOVERY (1965)
 KU0891
 KU0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0891'RECOVERED IN GOOD CONDITION.
 KU0891
 KU0891                          STATION RECOVERY (2006)
 KU0891
 KU0891'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0891'THE STATION WAS RECOVERD IN GOOD CONDITION AS DESCRIBED.
 KU0891' 
 KU0891'THE MARK IS COVERED BY A THICK LAYER OF PAINT AND GRAFITTI, BUT THE
 KU0891'MARKINGS ARE STILL LEGIBLE.
 KU0891' 
 KU0891'NOTE THAT THIS MARK IS ON RAILROAD PROPERTY AND ACCESS RESTRICTIONS
 KU0891'MAY APPLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1433 ***********************************************************************
 KU1433  DESIGNATION -  B 339
 KU1433  PID         -  KU1433
 KU1433  STATE/COUNTY-  NY/NEW YORK
 KU1433  USGS QUAD   -  CENTRAL PARK (1979)
 KU1433
 KU1433                         *CURRENT SURVEY CONTROL
 KU1433  ___________________________________________________________________
 KU1433* NAD 83(1986)-  40 47 04.     (N)    073 58 00.     (W)     SCALED    
 KU1433* NAVD 88     -        32.403  (meters)     106.31   (feet)  ADJUSTED  
 KU1433  ___________________________________________________________________
 KU1433  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU1433  DYNAMIC HT  -          32.390 (meters)     106.27  (feet)  COMP
 KU1433  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 KU1433
 KU1433  VERT ORDER  -  FIRST     CLASS II
 KU1433
 KU1433.The horizontal coordinates were scaled from a topographic map and have
 KU1433.an estimated accuracy of +/- 6 seconds.
 KU1433
 KU1433.The orthometric height was determined by differential leveling
 KU1433.and adjusted by the National Geodetic Survey in June 1991..
 KU1433
 KU1433.The geoid height was determined by GEOID03.
 KU1433
 KU1433.The dynamic height is computed by dividing the NAVD 88
 KU1433.geopotential number by the normal gravity value computed on the
 KU1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1433.degrees latitude (g = 980.6199 gals.).
 KU1433
 KU1433.The modeled gravity was interpolated from observed gravity values.
 KU1433
 KU1433;                    North         East    Units  Estimated Accuracy
 KU1433;SPC NY E     -   216,750.      195,010.      MT  (+/- 180 meters Scaled)
 KU1433
 KU1433                          SUPERSEDED SURVEY CONTROL
 KU1433
 KU1433  NGVD 29 (??/??/92)   32.730  (m)          107.38   (f) ADJ UNCH    1 2
 KU1433
 KU1433.Superseded values are not recommended for survey control.
 KU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1433.See file dsdata.txt to determine how the superseded data were derived.
 KU1433
 KU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL871153(NAD 83)
 KU1433_MARKER: DB = BENCH MARK DISK
 KU1433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1433_SP_SET: WATER TABLE
 KU1433_STAMPING: B 339 1952
 KU1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1433+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 KU1433
 KU1433  HISTORY     - Date     Condition        Report By
 KU1433  HISTORY     - 1952     MONUMENTED       CGS
 KU1433  HISTORY     - 20050910 GOOD             GEOCAC
 KU1433  HISTORY     - 20050919 GOOD             GEOCAC
 KU1433
 KU1433                          STATION DESCRIPTION
 KU1433
 KU1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1433'IN NEW YORK.
 KU1433'IN NEW YORK, IN BOROUGH OF MANHATTAN, IN CENTRAL PARK, ALONG
 KU1433'TRAVERSE 3 (WEST 86TH STREET EXTENDED) ACROSS PARK, ABOUT 0.1
 KU1433'MILE SOUTHEAST OF INTERSECTION OF CENTRAL PARK WEST AVENUE AND
 KU1433'WEST 86TH STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF GRANITE
 KU1433'WATER TABLE OF A SHORT TUNNEL, 6 FEET NORTHEAST OF NORTHEAST
 KU1433'CURB OF TRAVERSE ROAD 3, AND ABOUT 5 FEET ABOVE SIDE WALK.
 KU1433
 KU1433                          STATION RECOVERY (2005)
 KU1433
 KU1433'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1433'RECOVERED IN GOOD CONDITION.
 KU1433
 KU1433                          STATION RECOVERY (2005)
 KU1433
 KU1433'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0245 ***********************************************************************
 NC0245  DESIGNATION -  B 34 38 L
 NC0245  PID         -  NC0245
 NC0245  STATE/COUNTY-  NY/CATTARAUGUS
 NC0245  USGS QUAD   -  ASHFORD HOLLOW (1979)
 NC0245
 NC0245                         *CURRENT SURVEY CONTROL
 NC0245  ___________________________________________________________________
 NC0245* NAD 83(1986)-  42 27 29.     (N)    078 38 45.     (W)     SCALED    
 NC0245* NAVD 88     -       371.453  (meters)    1218.68   (feet)  ADJUSTED  
 NC0245  ___________________________________________________________________
 NC0245  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NC0245  DYNAMIC HT  -         371.320 (meters)    1218.24  (feet)  COMP
 NC0245  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 NC0245
 NC0245  VERT ORDER  -  FIRST     CLASS I
 NC0245
 NC0245.The horizontal coordinates were scaled from a topographic map and have
 NC0245.an estimated accuracy of +/- 6 seconds.
 NC0245
 NC0245.The orthometric height was determined by differential leveling
 NC0245.and adjusted by the National Geodetic Survey in June 1991..
 NC0245
 NC0245.The geoid height was determined by GEOID03.
 NC0245
 NC0245.The dynamic height is computed by dividing the NAVD 88
 NC0245.geopotential number by the normal gravity value computed on the
 NC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0245.degrees latitude (g = 980.6199 gals.).
 NC0245
 NC0245.The modeled gravity was interpolated from observed gravity values.
 NC0245
 NC0245;                    North         East    Units  Estimated Accuracy
 NC0245;SPC NY W     -   272,970.      344,860.      MT  (+/- 180 meters Scaled)
 NC0245
 NC0245                          SUPERSEDED SURVEY CONTROL
 NC0245
 NC0245  NGVD 29 (??/??/92)  371.609  (m)         1219.19   (f) ADJ UNCH    1 1
 NC0245
 NC0245.Superseded values are not recommended for survey control.
 NC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0245.See file dsdata.txt to determine how the superseded data were derived.
 NC0245
 NC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH935033(NAD 83)
 NC0245_MARKER: DB = BENCH MARK DISK
 NC0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0245_SP_SET: BRIDGE
 NC0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0245
 NC0245  HISTORY     - Date     Condition        Report By
 NC0245  HISTORY     - UNK      MONUMENTED       BORR
 NC0245  HISTORY     - 1967     GOOD             NGS
 NC0245  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 NC0245
 NC0245                          STATION DESCRIPTION
 NC0245
 NC0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0245'4.45 MI NW FROM WEST VALLEY.
 NC0245'ABOUT 4.45 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0245'THE OVERPASS AT THE EAST END OF DEPOT STREET IN WEST VALLEY, SET ON
 NC0245'THE TOP OF THE NORTHEAST END OF THE NORTHWEST STONE BACK WALL FOR THE
 NC0245'NORTHWEST STONE ABUTMENT OF BRIDGE NO. 34.38 OVER BUTTERMILK CREEK,
 NC0245'10.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.9 FEET SOUTHWEST OF THE
 NC0245'NORTHEAST END OF THE WALL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 NC0245
 NC0245                          STATION RECOVERY (2003)
 NC0245
 NC0245'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0245'RAILROAD REMAINS BUT IS ABANDONED. IT APPEARS THAT THE BRIDGE HAD BEEN
 NC0245'REPAIRED AT ONE TIME AND TIMBERS COULD BE COVERING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0994 ***********************************************************************
 KU0994  DESIGNATION -  B 340
 KU0994  PID         -  KU0994
 KU0994  STATE/COUNTY-  NY/BRONX
 KU0994  USGS QUAD   -  FLUSHING (1979)
 KU0994
 KU0994                         *CURRENT SURVEY CONTROL
 KU0994  ___________________________________________________________________
 KU0994* NAD 83(1986)-  40 48 32.     (N)    073 48 07.     (W)     SCALED    
 KU0994* NAVD 88     -         2.779  (meters)       9.12   (feet)  ADJUSTED  
 KU0994  ___________________________________________________________________
 KU0994  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0994  DYNAMIC HT  -           2.778 (meters)       9.11  (feet)  COMP
 KU0994  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 KU0994
 KU0994  VERT ORDER  -  FIRST     CLASS II
 KU0994
 KU0994.The horizontal coordinates were scaled from a topographic map and have
 KU0994.an estimated accuracy of +/- 6 seconds.
 KU0994
 KU0994.The orthometric height was determined by differential leveling
 KU0994.and adjusted by the National Geodetic Survey in June 1991..
 KU0994.WARNING-Repeat measurements at this control monument indicate possible
 KU0994.vertical movement.
 KU0994
 KU0994.The geoid height was determined by GEOID03.
 KU0994
 KU0994.The dynamic height is computed by dividing the NAVD 88
 KU0994.geopotential number by the normal gravity value computed on the
 KU0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0994.degrees latitude (g = 980.6199 gals.).
 KU0994
 KU0994.The modeled gravity was interpolated from observed gravity values.
 KU0994
 KU0994;                    North         East    Units  Estimated Accuracy
 KU0994;SPC NY E     -   219,560.      208,900.      MT  (+/- 180 meters Scaled)
 KU0994
 KU0994                          SUPERSEDED SURVEY CONTROL
 KU0994
 KU0994  NGVD 29 (??/??/92)    3.156  (m)           10.35   (f) ADJ UNCH    1 2
 KU0994
 KU0994.Superseded values are not recommended for survey control.
 KU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0994.See file dsdata.txt to determine how the superseded data were derived.
 KU0994
 KU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL010182(NAD 83)
 KU0994_MARKER: DB = BENCH MARK DISK
 KU0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0994_SP_SET: CANNON BASE
 KU0994_STAMPING: B 340 1952
 KU0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0994
 KU0994  HISTORY     - Date     Condition        Report By
 KU0994  HISTORY     - 1952     MONUMENTED       CGS
 KU0994  HISTORY     - 1983     GOOD             NY-005
 KU0994  HISTORY     - 20060426 POOR             GEOCAC
 KU0994
 KU0994                          STATION DESCRIPTION
 KU0994
 KU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0994'AT NEW YORK.
 KU0994'AT NEW YORK, IN BOROUGH OF BRONX, AT FORT SCHUYLER, ABOUT 68
 KU0994'YARDS NORTHWEST OF STONE GATE ENTRANCE TO FORT SCHUYLER (NEW
 KU0994'YORK STATE MARITIME COLLEGE), AT ENTRANCE ROAD TO A PARKING LOT,
 KU0994'14 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD, 1.7 FEET NORTHEAST
 KU0994'OF NORTHEAST EDGE OF SEA WALL, IN THE TOP OF THE SOUTH CORNER OF
 KU0994'CONCRETE BASE OF OLD CANNON SERVING AS GATE POST AND ABOUT 1 1/2
 KU0994'FEET ABOVE LEVEL OF ROAD.
 KU0994
 KU0994                          STATION RECOVERY (1983)
 KU0994
 KU0994'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0994'RECOVERED IN GOOD CONDITION.
 KU0994
 KU0994                          STATION RECOVERY (2006)
 KU0994
 KU0994'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0994'THE CONCRETE BASE BLOCK SUPPORTING THE OLD CANNON SERVING AS GATE POST
 KU0994'WAS LOCATED, BUT THE BLOCK WAS CRACKED AT THE LOCATION OF THE MARK.
 KU0994'THE DISK WAS MISSING BUT THE IMPRESSION OF THE DISK IN THE CRACKED
 KU0994'CONCRETE  WAS CLEARLY EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1124 ***********************************************************************
 KU1124  DESIGNATION -  B 341
 KU1124  PID         -  KU1124
 KU1124  STATE/COUNTY-  NY/QUEENS
 KU1124  USGS QUAD   -  FLUSHING (1979)
 KU1124
 KU1124                         *CURRENT SURVEY CONTROL
 KU1124  ___________________________________________________________________
 KU1124* NAD 83(1986)-  40 46 20.     (N)    073 45 51.     (W)     SCALED    
 KU1124* NAVD 88     -         4.490  (meters)      14.73   (feet)  ADJUSTED  
 KU1124  ___________________________________________________________________
 KU1124  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU1124  DYNAMIC HT  -           4.488 (meters)      14.72  (feet)  COMP
 KU1124  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 KU1124
 KU1124  VERT ORDER  -  FIRST     CLASS II
 KU1124
 KU1124.The horizontal coordinates were scaled from a topographic map and have
 KU1124.an estimated accuracy of +/- 6 seconds.
 KU1124
 KU1124.The orthometric height was determined by differential leveling
 KU1124.and adjusted by the National Geodetic Survey in June 1991..
 KU1124
 KU1124.The geoid height was determined by GEOID03.
 KU1124
 KU1124.The dynamic height is computed by dividing the NAVD 88
 KU1124.geopotential number by the normal gravity value computed on the
 KU1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1124.degrees latitude (g = 980.6199 gals.).
 KU1124
 KU1124.The modeled gravity was interpolated from observed gravity values.
 KU1124
 KU1124;                    North         East    Units  Estimated Accuracy
 KU1124;SPC NY L     -    67,270.      319,910.      MT  (+/- 180 meters Scaled)
 KU1124
 KU1124                          SUPERSEDED SURVEY CONTROL
 KU1124
 KU1124  NGVD 29 (??/??/92)    4.820  (m)           15.81   (f) ADJ UNCH    1 2
 KU1124
 KU1124.Superseded values are not recommended for survey control.
 KU1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1124.See file dsdata.txt to determine how the superseded data were derived.
 KU1124
 KU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL042142(NAD 83)
 KU1124_MARKER: DB = BENCH MARK DISK
 KU1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1124_SP_SET: ABUTMENT
 KU1124_STAMPING: B 341 1952
 KU1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1124
 KU1124  HISTORY     - Date     Condition        Report By
 KU1124  HISTORY     - 1952     MONUMENTED       CGS
 KU1124  HISTORY     - 20060505 MARK NOT FOUND   GEOCAC
 KU1124
 KU1124                          STATION DESCRIPTION
 KU1124
 KU1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1124'AT NEW YORK.
 KU1124'AT NEW YORK, IN BOROUGH OF QUEENS, AT A FOOT BRIDGE OVER
 KU1124'CROSS ISLAND PARKWAY CONNECTING CROCHERON PARK WITH BEACH
 KU1124'OF LITTLE NECK BAY, SET VERTICALLY IN THE NORTHEAST FACE OF
 KU1124'SOUTHWEST GRANITE ABUTMENT OF OVERPASS, 4 FEET SOUTHWEST OF
 KU1124'SOUTHWEST EDGE OF SOUTHWEST LANE OF CROSS ISLAND PARKWAY, 1
 KU1124'FOOT NORTHWEST OF SOUTHEAST EDGE OF ABUTMENT AND 2 1/2 FEET ABOVE
 KU1124'PARKWAY.
 KU1124
 KU1124                          STATION RECOVERY (2006)
 KU1124
 KU1124'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1124'NOT RECOVERED, NOT FOUND.
 KU1124' 
 KU1124'THE CROSS ISLAND PARKWAY HAS BEEN WIDENED AND NOW THERE IS A CONCRETE
 KU1124'BARRIER ABOUT 2.8 FEET HIGH ADJACENT TO THE ABUTMENT ON WHICH THE MARK
 KU1124'IS MOUNTED.  A CONCRETE SHOULDER, LEVEL WITH THE TOP OF THE BARRIER,
 KU1124'EXTENDS TO THE ABUTMENT.  THE MARK IS EITHER COVERED BY THIS CONCRETE
 KU1124'OR DESTROYED.
 KU1124' 
 KU1124'ANOTHER DISK, NOT FOUND IN THE NGS DATABASE, STAMPED 'B 341 RESET
 KU1124'1984' IS MOUNTED ON THE SAME ABUTMENT 5.4 FEET ABOVE THE LEVEL OF THE
 KU1124'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1263 ***********************************************************************
 KU1263  DESIGNATION -  B 342
 KU1263  PID         -  KU1263
 KU1263  STATE/COUNTY-  NY/KINGS
 KU1263  USGS QUAD   -  CONEY ISLAND (1979)
 KU1263
 KU1263                         *CURRENT SURVEY CONTROL
 KU1263  ___________________________________________________________________
 KU1263* NAD 83(1986)-  40 34 42.     (N)    073 59 31.     (W)     SCALED    
 KU1263* NAVD 88     -         2.851  (meters)       9.35   (feet)  ADJUSTED  
 KU1263  ___________________________________________________________________
 KU1263  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU1263  DYNAMIC HT  -           2.850 (meters)       9.35  (feet)  COMP
 KU1263  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 KU1263
 KU1263  VERT ORDER  -  FIRST     CLASS II
 KU1263
 KU1263.The horizontal coordinates were scaled from a topographic map and have
 KU1263.an estimated accuracy of +/- 6 seconds.
 KU1263
 KU1263.The orthometric height was determined by differential leveling
 KU1263.and adjusted by the National Geodetic Survey in June 1991..
 KU1263
 KU1263.The geoid height was determined by GEOID03.
 KU1263
 KU1263.The dynamic height is computed by dividing the NAVD 88
 KU1263.geopotential number by the normal gravity value computed on the
 KU1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1263.degrees latitude (g = 980.6199 gals.).
 KU1263
 KU1263.The modeled gravity was interpolated from observed gravity values.
 KU1263
 KU1263;                    North         East    Units  Estimated Accuracy
 KU1263;SPC NY L     -    45,710.      300,680.      MT  (+/- 180 meters Scaled)
 KU1263
 KU1263                          SUPERSEDED SURVEY CONTROL
 KU1263
 KU1263  NGVD 29 (??/??/92)    3.192  (m)           10.47   (f) ADJ UNCH    1 2
 KU1263
 KU1263.Superseded values are not recommended for survey control.
 KU1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1263.See file dsdata.txt to determine how the superseded data were derived.
 KU1263
 KU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK853924(NAD 83)
 KU1263_MARKER: DB = BENCH MARK DISK
 KU1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1263_SP_SET: BUILDING FOUNDATION
 KU1263_STAMPING: B 342 1952
 KU1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1263
 KU1263  HISTORY     - Date     Condition        Report By
 KU1263  HISTORY     - 1952     MONUMENTED       CGS
 KU1263  HISTORY     - 1989     GOOD             USPSQD
 KU1263  HISTORY     - 20060616 GOOD             GEOCAC
 KU1263
 KU1263                          STATION DESCRIPTION
 KU1263
 KU1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1263'AT NEW YORK.
 KU1263'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT CONEY ISLAND, AT THE
 KU1263'INTERSECTION OF NEPTUNE AVENUE AND WEST 24TH STREET, IN THE TOP
 KU1263'OF A NARROW PROJECTION OF CONCRETE FOUNDATION OF MARK TWAIN
 KU1263'JUNIOR HIGH SCHOOL BUILDING, 0.3 FOOT SOUTHEAST OF SOUTHEAST
 KU1263'CORNER OF BUILDING AND FLUSH WITH GROUND.
 KU1263
 KU1263                          STATION RECOVERY (1989)
 KU1263
 KU1263'RECOVERY NOTE BY US POWER SQUADRON 1989 (RA)
 KU1263'RECOVERED IN GOOD CONDITION.
 KU1263
 KU1263                          STATION RECOVERY (2006)
 KU1263
 KU1263'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1263'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0349 ***********************************************************************
 KV0349  DESIGNATION -  B 343
 KV0349  PID         -  KV0349
 KV0349  STATE/COUNTY-  NY/RICHMOND
 KV0349  USGS QUAD   -  ARTHUR KILL (1981)
 KV0349
 KV0349                         *CURRENT SURVEY CONTROL
 KV0349  ___________________________________________________________________
 KV0349* NAD 83(1986)-  40 31 01.     (N)    074 14 26.     (W)     SCALED    
 KV0349* NAVD 88     -        10.135  (meters)      33.25   (feet)  ADJUSTED  
 KV0349  ___________________________________________________________________
 KV0349  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0349  DYNAMIC HT  -          10.131 (meters)      33.24  (feet)  COMP
 KV0349  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 KV0349
 KV0349  VERT ORDER  -  FIRST     CLASS II
 KV0349
 KV0349.The horizontal coordinates were scaled from a topographic map and have
 KV0349.an estimated accuracy of +/- 6 seconds.
 KV0349
 KV0349.The orthometric height was determined by differential leveling
 KV0349.and adjusted by the National Geodetic Survey in June 1991..
 KV0349
 KV0349.The geoid height was determined by GEOID03.
 KV0349
 KV0349.The dynamic height is computed by dividing the NAVD 88
 KV0349.geopotential number by the normal gravity value computed on the
 KV0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0349.degrees latitude (g = 980.6199 gals.).
 KV0349
 KV0349.The modeled gravity was interpolated from observed gravity values.
 KV0349
 KV0349;                    North         East    Units  Estimated Accuracy
 KV0349;SPC NY L     -    38,930.      279,610.      MT  (+/- 180 meters Scaled)
 KV0349
 KV0349                          SUPERSEDED SURVEY CONTROL
 KV0349
 KV0349  NGVD 29 (04/16/92)   10.451  (m)           34.29   (f) ADJUSTED    1 2
 KV0349
 KV0349.Superseded values are not recommended for survey control.
 KV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0349.See file dsdata.txt to determine how the superseded data were derived.
 KV0349
 KV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK643854(NAD 83)
 KV0349_MARKER: DB = BENCH MARK DISK
 KV0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0349_SP_SET: ABUTMENT
 KV0349_STAMPING: B 343 1952
 KV0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0349+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 KV0349
 KV0349  HISTORY     - Date     Condition        Report By
 KV0349  HISTORY     - 1952     MONUMENTED       CGS
 KV0349  HISTORY     - 1985     GOOD             USPSQD
 KV0349  HISTORY     - 19910519 GOOD             USPSQD
 KV0349  HISTORY     - 19940727 GOOD             USPSQD
 KV0349  HISTORY     - 19970921 GOOD             USPSQD
 KV0349  HISTORY     - 20020711 GOOD             USPSQD
 KV0349
 KV0349                          STATION DESCRIPTION
 KV0349
 KV0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0349'AT STATEN ISLAND.
 KV0349'ON STATEN ISLAND, AT RICHMOND VALLEY, ALONG ARTHUR KILL ROAD, SET
 KV0349'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF ROAD OVER
 KV0349'THE STATEN ISLAND RAPID TRANSIT RAILROAD TRACK, 27 FEET EAST OF
 KV0349'CENTER LINE OF ARTHUR KILL ROAD AND ABOUT 1/2 FOOT ABOVE LEVEL
 KV0349'OF ROAD.
 KV0349
 KV0349                          STATION RECOVERY (1985)
 KV0349
 KV0349'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0349'RECOVERED IN GOOD CONDITION.
 KV0349
 KV0349                          STATION RECOVERY (1991)
 KV0349
 KV0349'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0349'RECOVERED IN GOOD CONDITION.
 KV0349
 KV0349                          STATION RECOVERY (1994)
 KV0349
 KV0349'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0349'RECOVERED IN GOOD CONDITION.
 KV0349
 KV0349                          STATION RECOVERY (1997)
 KV0349
 KV0349'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0349'RECOVERED IN GOOD CONDITION.
 KV0349
 KV0349                          STATION RECOVERY (2002)
 KV0349
 KV0349'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0392 ***********************************************************************
 KV0392  DESIGNATION -  B 344
 KV0392  PID         -  KV0392
 KV0392  STATE/COUNTY-  NY/RICHMOND
 KV0392  USGS QUAD   -  THE NARROWS (1981)
 KV0392
 KV0392                         *CURRENT SURVEY CONTROL
 KV0392  ___________________________________________________________________
 KV0392* NAD 83(1986)-  40 35 09.     (N)    074 04 13.     (W)     SCALED    
 KV0392* NAVD 88     -         1.549  (meters)       5.08   (feet)  ADJUSTED  
 KV0392  ___________________________________________________________________
 KV0392  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0392  DYNAMIC HT  -           1.548 (meters)       5.08  (feet)  COMP
 KV0392  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 KV0392
 KV0392  VERT ORDER  -  FIRST     CLASS II
 KV0392
 KV0392.The horizontal coordinates were scaled from a topographic map and have
 KV0392.an estimated accuracy of +/- 6 seconds.
 KV0392
 KV0392.The orthometric height was determined by differential leveling
 KV0392.and adjusted by the National Geodetic Survey in June 1991..
 KV0392
 KV0392.The geoid height was determined by GEOID03.
 KV0392
 KV0392.The dynamic height is computed by dividing the NAVD 88
 KV0392.geopotential number by the normal gravity value computed on the
 KV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0392.degrees latitude (g = 980.6199 gals.).
 KV0392
 KV0392.The modeled gravity was interpolated from observed gravity values.
 KV0392
 KV0392;                    North         East    Units  Estimated Accuracy
 KV0392;SPC NY L     -    46,550.      294,050.      MT  (+/- 180 meters Scaled)
 KV0392
 KV0392                          SUPERSEDED SURVEY CONTROL
 KV0392
 KV0392  NGVD 29 (04/16/92)    1.885  (m)            6.18   (f) ADJUSTED    1 2
 KV0392
 KV0392.Superseded values are not recommended for survey control.
 KV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0392.See file dsdata.txt to determine how the superseded data were derived.
 KV0392
 KV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK786931(NAD 83)
 KV0392_MARKER: DB = BENCH MARK DISK
 KV0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0392_STAMPING: B 344 1952
 KV0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0392+STABILITY: SURFACE MOTION
 KV0392
 KV0392  HISTORY     - Date     Condition        Report By
 KV0392  HISTORY     - 1952     MONUMENTED       CGS
 KV0392  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0392  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0392  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 KV0392
 KV0392                          STATION DESCRIPTION
 KV0392
 KV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0392'AT STATEN ISLAND.
 KV0392'ON STATEN ISLAND, AT SOUTH BEACH, ALONG SEASIDE BOULEVARD,
 KV0392'29 FEET SOUTHEAST OF CENTER LINE OF SEASIDE BOULEVARD, 36 FEET
 KV0392'NORTHEAST OF CENTER LINE OF A DRIVE SOUTHEAST TO FRANKLIN D.
 KV0392'ROOSEVELT BOARDWALK, 17 1/2 FEET WEST OF WEST CORNER OF HOUSE NO.
 KV0392'446 SEASIDE AVENUE, 4 FEET NORTHEAST OF NORTHEAST CURB OF
 KV0392'DRIVE SOUTHEAST, ABOUT 1 FOOT ABOVE SEASIDE BOULEVARD AND SET
 KV0392'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 KV0392
 KV0392                          STATION RECOVERY (1985)
 KV0392
 KV0392'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0392'MARK NOT FOUND.
 KV0392
 KV0392                          STATION RECOVERY (1985)
 KV0392
 KV0392'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0392'MARK NOT FOUND.
 KV0392
 KV0392                          STATION RECOVERY (1995)
 KV0392
 KV0392'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0320 ***********************************************************************
 KV0320  DESIGNATION -  B 345
 KV0320  PID         -  KV0320
 KV0320  STATE/COUNTY-  NY/RICHMOND
 KV0320  USGS QUAD   -  ARTHUR KILL (1981)
 KV0320
 KV0320                         *CURRENT SURVEY CONTROL
 KV0320  ___________________________________________________________________
 KV0320* NAD 83(1986)-  40 36 25.     (N)    074 09 44.     (W)     SCALED    
 KV0320* NAVD 88     -         9.762  (meters)      32.03   (feet)  ADJUSTED  
 KV0320  ___________________________________________________________________
 KV0320  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0320  DYNAMIC HT  -           9.758 (meters)      32.01  (feet)  COMP
 KV0320  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 KV0320
 KV0320  VERT ORDER  -  FIRST     CLASS II
 KV0320
 KV0320.The horizontal coordinates were scaled from a topographic map and have
 KV0320.an estimated accuracy of +/- 6 seconds.
 KV0320
 KV0320.The orthometric height was determined by differential leveling
 KV0320.and adjusted by the National Geodetic Survey in June 1991..
 KV0320
 KV0320.The geoid height was determined by GEOID03.
 KV0320
 KV0320.The dynamic height is computed by dividing the NAVD 88
 KV0320.geopotential number by the normal gravity value computed on the
 KV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0320.degrees latitude (g = 980.6199 gals.).
 KV0320
 KV0320.The modeled gravity was interpolated from observed gravity values.
 KV0320
 KV0320;                    North         East    Units  Estimated Accuracy
 KV0320;SPC NY L     -    48,900.      286,270.      MT  (+/- 180 meters Scaled)
 KV0320
 KV0320                          SUPERSEDED SURVEY CONTROL
 KV0320
 KV0320  NGVD 29 (04/16/92)   10.093  (m)           33.11   (f) ADJUSTED    1 2
 KV0320
 KV0320.Superseded values are not recommended for survey control.
 KV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0320.See file dsdata.txt to determine how the superseded data were derived.
 KV0320
 KV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK708954(NAD 83)
 KV0320_MARKER: DB = BENCH MARK DISK
 KV0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0320_STAMPING: B 345 1952
 KV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0320+STABILITY: SURFACE MOTION
 KV0320
 KV0320  HISTORY     - Date     Condition        Report By
 KV0320  HISTORY     - 1952     MONUMENTED       CGS
 KV0320  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0320  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0320  HISTORY     - 19950822 MARK NOT FOUND   USPSQD
 KV0320  HISTORY     - 19961015 MARK NOT FOUND   USPSQD
 KV0320
 KV0320                          STATION DESCRIPTION
 KV0320
 KV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0320'AT STATEN ISLAND.
 KV0320'ON STATEN ISLAND, AT NEW SPRINGVILLE, AT THE INTERSECTION OF
 KV0320'RICHMOND AVENUE AND VICTORY BOULEVARD, 67 FEET EAST OF
 KV0320'CENTERLINE AND 47 FEET EAST OF EAST CURB OF RICHMOND AVENUE,
 KV0320'24 FEET SOUTH OF CENTERLINE OF VICTORY BOULEVARD, 4 FEET WEST
 KV0320'OF POWER POLE NO. E-280, ABOUT LEVEL WITH INTERSECTION AND SET
 KV0320'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 KV0320
 KV0320                          STATION RECOVERY (1985)
 KV0320
 KV0320'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0320'MARK NOT FOUND.
 KV0320
 KV0320                          STATION RECOVERY (1985)
 KV0320
 KV0320'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0320'MARK NOT FOUND.
 KV0320
 KV0320                          STATION RECOVERY (1995)
 KV0320
 KV0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0320'MARK NOT FOUND.
 KV0320
 KV0320                          STATION RECOVERY (1996)
 KV0320
 KV0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1068 ***********************************************************************
 KU1068  DESIGNATION -  B 346
 KU1068  PID         -  KU1068
 KU1068  STATE/COUNTY-  NY/QUEENS
 KU1068  USGS QUAD   -  CENTRAL PARK (1979)
 KU1068
 KU1068                         *CURRENT SURVEY CONTROL
 KU1068  ___________________________________________________________________
 KU1068* NAD 83(1986)-  40 46 32.     (N)    073 54 46.     (W)     SCALED    
 KU1068* NAVD 88     -        17.445  (meters)      57.23   (feet)  ADJUSTED  
 KU1068  ___________________________________________________________________
 KU1068  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1068  DYNAMIC HT  -          17.438 (meters)      57.21  (feet)  COMP
 KU1068  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 KU1068
 KU1068  VERT ORDER  -  FIRST     CLASS II
 KU1068
 KU1068.The horizontal coordinates were scaled from a topographic map and have
 KU1068.an estimated accuracy of +/- 6 seconds.
 KU1068
 KU1068.The orthometric height was determined by differential leveling
 KU1068.and adjusted by the National Geodetic Survey in June 1991..
 KU1068
 KU1068.The geoid height was determined by GEOID03.
 KU1068
 KU1068.The dynamic height is computed by dividing the NAVD 88
 KU1068.geopotential number by the normal gravity value computed on the
 KU1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1068.degrees latitude (g = 980.6199 gals.).
 KU1068
 KU1068.The modeled gravity was interpolated from observed gravity values.
 KU1068
 KU1068;                    North         East    Units  Estimated Accuracy
 KU1068;SPC NY L     -    67,620.      307,360.      MT  (+/- 180 meters Scaled)
 KU1068
 KU1068                          SUPERSEDED SURVEY CONTROL
 KU1068
 KU1068  NGVD 29 (??/??/92)   17.773  (m)           58.31   (f) ADJ UNCH    1 2
 KU1068
 KU1068.Superseded values are not recommended for survey control.
 KU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1068.See file dsdata.txt to determine how the superseded data were derived.
 KU1068
 KU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL917144(NAD 83)
 KU1068_MARKER: DB = BENCH MARK DISK
 KU1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1068_SP_SET: ABUTMENT
 KU1068_STAMPING: B 346 1952
 KU1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1068+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KU1068
 KU1068  HISTORY     - Date     Condition        Report By
 KU1068  HISTORY     - 1952     MONUMENTED       CGS
 KU1068  HISTORY     - 1955     GOOD             NGS
 KU1068  HISTORY     - 20060405 GOOD             GEOCAC
 KU1068
 KU1068                          STATION DESCRIPTION
 KU1068
 KU1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1068'AT NEW YORK.
 KU1068'AT NEW YORK, IN BOROUGH OF QUEENS, AT ASTORIA, AT THE OVERPASS
 KU1068'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD OVER 29TH
 KU1068'STREET, ABOUT 0.1 MILE SOUTHWEST ALONG 29TH STREET FROM ITS
 KU1068'INTERSECTION WITH DITMARS BOULEVARD, SET VERTICALLY IN THE
 KU1068'NORTHWEST FACE OF SOUTHEAST ABUTMENT OF RAILROAD OVERPASS,
 KU1068'15 FEET SOUTHEAST OF SOUTHEAST CURB OF 29TH STREET, 1.9
 KU1068'FEET SOUTHWEST OF NORTHEAST EDGE OF ABUTMENT AND 3 FEET ABOVE
 KU1068'LEVEL OF SIDE WALK.
 KU1068
 KU1068                          STATION RECOVERY (1955)
 KU1068
 KU1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KU1068'RECOVERED IN GOOD CONDITION.
 KU1068
 KU1068                          STATION RECOVERY (2006)
 KU1068
 KU1068'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1068'FOUND AS DESCRIBED IN GOOD CONDITION.
 KU1068' 
 KU1068'THE MARK IS COVERED BY A LAYER OF PAINT WHICH PARTIALLY OBSCURES THE
 KU1068'LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1266 ***********************************************************************
 KU1266  DESIGNATION -  B 347
 KU1266  PID         -  KU1266
 KU1266  STATE/COUNTY-  NY/KINGS
 KU1266  USGS QUAD   -  CONEY ISLAND (1979)
 KU1266
 KU1266                         *CURRENT SURVEY CONTROL
 KU1266  ___________________________________________________________________
 KU1266* NAD 83(1986)-  40 34 57.     (N)    073 57 20.     (W)     SCALED    
 KU1266* NAVD 88     -         1.986  (meters)       6.52   (feet)  ADJUSTED  
 KU1266  ___________________________________________________________________
 KU1266  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU1266  DYNAMIC HT  -           1.985 (meters)       6.51  (feet)  COMP
 KU1266  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KU1266
 KU1266  VERT ORDER  -  FIRST     CLASS II
 KU1266
 KU1266.The horizontal coordinates were scaled from a topographic map and have
 KU1266.an estimated accuracy of +/- 6 seconds.
 KU1266
 KU1266.The orthometric height was determined by differential leveling
 KU1266.and adjusted by the National Geodetic Survey in June 1991..
 KU1266
 KU1266.The geoid height was determined by GEOID03.
 KU1266
 KU1266.The dynamic height is computed by dividing the NAVD 88
 KU1266.geopotential number by the normal gravity value computed on the
 KU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1266.degrees latitude (g = 980.6199 gals.).
 KU1266
 KU1266.The modeled gravity was interpolated from observed gravity values.
 KU1266
 KU1266;                    North         East    Units  Estimated Accuracy
 KU1266;SPC NY L     -    46,180.      303,760.      MT  (+/- 180 meters Scaled)
 KU1266
 KU1266                          SUPERSEDED SURVEY CONTROL
 KU1266
 KU1266  NGVD 29 (??/??/92)    2.324  (m)            7.62   (f) ADJ UNCH    1 2
 KU1266
 KU1266.Superseded values are not recommended for survey control.
 KU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1266.See file dsdata.txt to determine how the superseded data were derived.
 KU1266
 KU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK883929(NAD 83)
 KU1266_MARKER: DB = BENCH MARK DISK
 KU1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1266_SP_SET: PIER BASE
 KU1266_STAMPING: B 347 1952
 KU1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1266
 KU1266  HISTORY     - Date     Condition        Report By
 KU1266  HISTORY     - 1952     MONUMENTED       CGS
 KU1266  HISTORY     - 19990324 MARK NOT FOUND   POKORN
 KU1266  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KU1266
 KU1266                          STATION DESCRIPTION
 KU1266
 KU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1266'AT NEW YORK.
 KU1266'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE JUNCTION OF NEPTUNE
 KU1266'AND GUIDER AVENUE, SET IN THE TOP OF NORTHEAST CORNER OF CONCRETE
 KU1266'BASE OF EAST STEEL PIER OF FIRST PIER SOUTH OF NEPTUNE AVENUE
 KU1266'OF OVERPASS OF TRANSIT RAILROAD OVER NEPTUNE AVENUE AND ABOUT 1/2
 KU1266'FOOT ABOVE LEVEL OF NEPTUNE AVENUE.
 KU1266
 KU1266                          STATION RECOVERY (1999)
 KU1266
 KU1266'RECOVERY NOTE BY FREDERICK POKORNY PE LS 1999 (FRP)
 KU1266'GONE. PIER RECONSTRUCTED 3-25-1999.
 KU1266
 KU1266                          STATION RECOVERY (2006)
 KU1266
 KU1266'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1266'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU1266' 
 KU1266'THE BASES OF ALL THE STEEL COLUMNS SUPPORTING THE RAILROAD ABOVE THIS
 KU1266'INTERSECTION HAVE BEEN ENCAPSULATED BY NEW CONCRETE BASES ABOUT 3 FEET
 KU1266'HIGH. THE MARK IS EITHER COVERED OVER OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1054 ***********************************************************************
 KU1054  DESIGNATION -  B 348
 KU1054  PID         -  KU1054
 KU1054  STATE/COUNTY-  NY/QUEENS
 KU1054  USGS QUAD   -  BROOKLYN (1979)
 KU1054
 KU1054                         *CURRENT SURVEY CONTROL
 KU1054  ___________________________________________________________________
 KU1054* NAD 83(1986)-  40 44 30.     (N)    073 57 14.     (W)     SCALED    
 KU1054* NAVD 88     -         4.487  (meters)      14.72   (feet)  ADJUSTED  
 KU1054  ___________________________________________________________________
 KU1054  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU1054  DYNAMIC HT  -           4.485 (meters)      14.71  (feet)  COMP
 KU1054  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 KU1054
 KU1054  VERT ORDER  -  FIRST     CLASS II
 KU1054
 KU1054.The horizontal coordinates were scaled from a topographic map and have
 KU1054.an estimated accuracy of +/- 6 seconds.
 KU1054
 KU1054.The orthometric height was determined by differential leveling
 KU1054.and adjusted by the National Geodetic Survey in June 1991..
 KU1054
 KU1054.The geoid height was determined by GEOID03.
 KU1054
 KU1054.The dynamic height is computed by dividing the NAVD 88
 KU1054.geopotential number by the normal gravity value computed on the
 KU1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1054.degrees latitude (g = 980.6199 gals.).
 KU1054
 KU1054.The modeled gravity was interpolated from observed gravity values.
 KU1054
 KU1054;                    North         East    Units  Estimated Accuracy
 KU1054;SPC NY L     -    63,850.      303,900.      MT  (+/- 180 meters Scaled)
 KU1054
 KU1054                          SUPERSEDED SURVEY CONTROL
 KU1054
 KU1054  NGVD 29 (??/??/92)    4.819  (m)           15.81   (f) ADJ UNCH    1 2
 KU1054
 KU1054.Superseded values are not recommended for survey control.
 KU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1054.See file dsdata.txt to determine how the superseded data were derived.
 KU1054
 KU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL883106(NAD 83)
 KU1054_MARKER: DB = BENCH MARK DISK
 KU1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1054_SP_SET: TUNNELL HEADWALL
 KU1054_STAMPING: B 348 1952
 KU1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1054+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU1054
 KU1054  HISTORY     - Date     Condition        Report By
 KU1054  HISTORY     - 1952     MONUMENTED       CGS
 KU1054  HISTORY     - 1991     GOOD             USPSQD
 KU1054  HISTORY     - 20040715 GOOD             INDIV
 KU1054  HISTORY     - 20051227 GOOD             GEOCAC
 KU1054
 KU1054                          STATION DESCRIPTION
 KU1054
 KU1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1054'AT NEW YORK.
 KU1054'AT NEW YORK, IN BOROUGH OF QUEENS, AT LONG ISLAND CITY (HUNTERS
 KU1054'POINT), AT INTERSECTION OF VERNON BOULEVARD AND JACKSON AVENUE,
 KU1054'25 FEET SOUTHEAST OF PROLONGED SOUTHEAST CURB LINE OF JACKSON
 KU1054'AVENUE, 11 FEET EAST OF EAST CURB OF EAST LANE OF VERNON
 KU1054'BOULEVARD, SET VERTICALLY IN THE NORTHWEST FACE OF STONE MASONRY
 KU1054'HEAD WALL OF QUEENS ENTRANCE TO QUEENS MIDTOWN TUNNEL, 1.2 FEET
 KU1054'NORTHEAST OF CORNER IN HEAD WALL AND 2 1/2 FEET ABOVE LEVEL OF
 KU1054'JACKSON AVENUE SIDE WALK.
 KU1054
 KU1054                          STATION RECOVERY (1991)
 KU1054
 KU1054'RECOVERY NOTE BY US POWER SQUADRON 1991 (PW)
 KU1054'RECOVERED IN GOOD CONDITION.
 KU1054
 KU1054                          STATION RECOVERY (2004)
 KU1054
 KU1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WDM)
 KU1054'RECOVERED IN GOOD CONDITION.
 KU1054
 KU1054                          STATION RECOVERY (2005)
 KU1054
 KU1054'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1054'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1200 ***********************************************************************
 KU1200  DESIGNATION -  B 349
 KU1200  PID         -  KU1200
 KU1200  STATE/COUNTY-  NY/QUEENS
 KU1200  USGS QUAD   -  JAMAICA (1979)
 KU1200
 KU1200                         *CURRENT SURVEY CONTROL
 KU1200  ___________________________________________________________________
 KU1200* NAD 83(1986)-  40 40 21.     (N)    073 45 26.     (W)     SCALED    
 KU1200* NAVD 88     -         5.875  (meters)      19.27   (feet)  ADJUSTED  
 KU1200  ___________________________________________________________________
 KU1200  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1200  DYNAMIC HT  -           5.873 (meters)      19.27  (feet)  COMP
 KU1200  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KU1200
 KU1200  VERT ORDER  -  FIRST     CLASS II
 KU1200
 KU1200.The horizontal coordinates were scaled from a topographic map and have
 KU1200.an estimated accuracy of +/- 6 seconds.
 KU1200
 KU1200.The orthometric height was determined by differential leveling
 KU1200.and adjusted by the National Geodetic Survey in June 1991..
 KU1200
 KU1200.The geoid height was determined by GEOID03.
 KU1200
 KU1200.The dynamic height is computed by dividing the NAVD 88
 KU1200.geopotential number by the normal gravity value computed on the
 KU1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1200.degrees latitude (g = 980.6199 gals.).
 KU1200
 KU1200.The modeled gravity was interpolated from observed gravity values.
 KU1200
 KU1200;                    North         East    Units  Estimated Accuracy
 KU1200;SPC NY L     -    56,200.      320,530.      MT  (+/- 180 meters Scaled)
 KU1200
 KU1200                          SUPERSEDED SURVEY CONTROL
 KU1200
 KU1200  NGVD 29 (??/??/92)    6.211  (m)           20.38   (f) ADJ UNCH    1 2
 KU1200
 KU1200.Superseded values are not recommended for survey control.
 KU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1200.See file dsdata.txt to determine how the superseded data were derived.
 KU1200
 KU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL050031(NAD 83)
 KU1200_MARKER: DB = BENCH MARK DISK
 KU1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1200_SP_SET: CULVERT
 KU1200_STAMPING: B 349 1952
 KU1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1200
 KU1200  HISTORY     - Date     Condition        Report By
 KU1200  HISTORY     - 1952     MONUMENTED       CGS
 KU1200  HISTORY     - 20060627 MARK NOT FOUND   NYDT
 KU1200
 KU1200                          STATION DESCRIPTION
 KU1200
 KU1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1200'AT NEW YORK.
 KU1200'AT NEW YORK, IN BOROUGH OF QUEENS, AT SPRINGFIELD GARDENS, AT
 KU1200'INTERSECTION OF SPRINGFIELD BOULEVARD AND 140TH AVENUE, 29 1/2
 KU1200'FEET NORTH OF CENTER LINE OF 140TH AVENUE, 244 FEET WEST OF
 KU1200'CENTER LINE OF SPRINGFIELD BOULEVARD, IN THE TOP AND 5 1/2 FEET
 KU1200'WEST OF CENTER OF A CONCRETE HEADWALL OF A 6-FOOT CORRUGATED
 KU1200'STEEL AND CONCRETE CULVERT AND ABOUT 3 FEET ABOVE LEVEL OF
 KU1200'140TH AVENUE.
 KU1200
 KU1200                          STATION RECOVERY (2006)
 KU1200
 KU1200'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0660 ***********************************************************************
 OF0660  DESIGNATION -  B 35
 OF0660  PID         -  OF0660
 OF0660  STATE/COUNTY-  NY/CAYUGA
 OF0660  USGS QUAD   -  WEEDSPORT (1978)
 OF0660
 OF0660                         *CURRENT SURVEY CONTROL
 OF0660  ___________________________________________________________________
 OF0660* NAD 83(1986)-  43 03 33.     (N)    076 33 14.     (W)     SCALED    
 OF0660* NAVD 88     -       124.680  (meters)     409.05   (feet)  ADJUSTED  
 OF0660  ___________________________________________________________________
 OF0660  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OF0660  DYNAMIC HT  -         124.649 (meters)     408.95  (feet)  COMP
 OF0660  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 OF0660
 OF0660  VERT ORDER  -  FIRST     CLASS II
 OF0660
 OF0660.The horizontal coordinates were scaled from a topographic map and have
 OF0660.an estimated accuracy of +/- 6 seconds.
 OF0660
 OF0660.The orthometric height was determined by differential leveling
 OF0660.and adjusted by the National Geodetic Survey in June 1991..
 OF0660.WARNING-Repeat measurements at this control monument indicate possible
 OF0660.vertical movement.
 OF0660
 OF0660.The geoid height was determined by GEOID03.
 OF0660
 OF0660.The dynamic height is computed by dividing the NAVD 88
 OF0660.geopotential number by the normal gravity value computed on the
 OF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0660.degrees latitude (g = 980.6199 gals.).
 OF0660
 OF0660.The modeled gravity was interpolated from observed gravity values.
 OF0660
 OF0660;                    North         East    Units  Estimated Accuracy
 OF0660;SPC NY C     -   339,740.      252,400.      MT  (+/- 180 meters Scaled)
 OF0660
 OF0660                          SUPERSEDED SURVEY CONTROL
 OF0660
 OF0660  NGVD 29 (??/??/92)  124.878  (m)          409.70   (f) ADJ UNCH    1 2
 OF0660
 OF0660.Superseded values are not recommended for survey control.
 OF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0660.See file dsdata.txt to determine how the superseded data were derived.
 OF0660
 OF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN734685(NAD 83)
 OF0660_MARKER: DB = BENCH MARK DISK
 OF0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0660_SP_SET: BRIDGE ABUTMENT
 OF0660_MARK LOGO: CGS   
 OF0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0660
 OF0660  HISTORY     - Date     Condition        Report By
 OF0660  HISTORY     - 1931     MONUMENTED       CGS
 OF0660  HISTORY     - 1969     GOOD             KONSKI
 OF0660  HISTORY     - 1982     GOOD             NGS
 OF0660  HISTORY     - 1987     GOOD             USPSQD
 OF0660  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF0660
 OF0660                          STATION DESCRIPTION
 OF0660
 OF0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 OF0660'1/2 MI E FROM NORTH WEEDSPORT.
 OF0660'1/2 MILE EAST OF NORTHWEEDSPORT N.Y.C. STATION
 OF0660'ON OVERHEAD BRIDGE CROSSING OF LEHIGH VALLEY, RAILROAD AND NEW YORK
 OF0660'CENTRAL. ON FOURTH LOWEST STEP OF EAST WINGWALL OF SOUTH ABUTMENT.
 OF0660'NOTE--LEHIGH VALLEY RR GONE
 OF0660
 OF0660                          STATION RECOVERY (1969)
 OF0660
 OF0660'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0660'RECOVERED IN GOOD CONDITION.
 OF0660
 OF0660                          STATION RECOVERY (1982)
 OF0660
 OF0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0660'RECOVERED IN GOOD CONDITION.
 OF0660
 OF0660                          STATION RECOVERY (1987)
 OF0660
 OF0660'RECOVERY NOTE BY US POWER SQUADRON 1987 (ESR)
 OF0660'RECOVERED IN GOOD CONDITION.
 OF0660
 OF0660                          STATION RECOVERY (1990)
 OF0660
 OF0660'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1347 ***********************************************************************
 KU1347  DESIGNATION -  B 350
 KU1347  PID         -  KU1347
 KU1347  STATE/COUNTY-  NY/QUEENS
 KU1347  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1347
 KU1347                         *CURRENT SURVEY CONTROL
 KU1347  ___________________________________________________________________
 KU1347* NAD 83(1986)-  40 36 13.     (N)    073 45 02.     (W)     SCALED    
 KU1347* NAVD 88     -         9.826  (meters)      32.24   (feet)  ADJUSTED  
 KU1347  ___________________________________________________________________
 KU1347  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KU1347  DYNAMIC HT  -           9.821 (meters)      32.22  (feet)  COMP
 KU1347  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 KU1347
 KU1347  VERT ORDER  -  FIRST     CLASS II
 KU1347
 KU1347.The horizontal coordinates were scaled from a topographic map and have
 KU1347.an estimated accuracy of +/- 6 seconds.
 KU1347
 KU1347.The orthometric height was determined by differential leveling
 KU1347.and adjusted by the National Geodetic Survey in June 1991..
 KU1347
 KU1347.The geoid height was determined by GEOID03.
 KU1347
 KU1347.The dynamic height is computed by dividing the NAVD 88
 KU1347.geopotential number by the normal gravity value computed on the
 KU1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1347.degrees latitude (g = 980.6199 gals.).
 KU1347
 KU1347.The modeled gravity was interpolated from observed gravity values.
 KU1347
 KU1347;                    North         East    Units  Estimated Accuracy
 KU1347;SPC NY L     -    48,550.      321,110.      MT  (+/- 180 meters Scaled)
 KU1347
 KU1347                          SUPERSEDED SURVEY CONTROL
 KU1347
 KU1347  NGVD 29 (??/??/92)   10.161  (m)           33.34   (f) ADJ UNCH    1 2
 KU1347
 KU1347.Superseded values are not recommended for survey control.
 KU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1347.See file dsdata.txt to determine how the superseded data were derived.
 KU1347
 KU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK057955(NAD 83)
 KU1347_MARKER: DB = BENCH MARK DISK
 KU1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1347_SP_SET: BUILDING
 KU1347_STAMPING: B 350 1952
 KU1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1347
 KU1347  HISTORY     - Date     Condition        Report By
 KU1347  HISTORY     - 1952     MONUMENTED       CGS
 KU1347
 KU1347                          STATION DESCRIPTION
 KU1347
 KU1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1347'AT NEW YORK.
 KU1347'AT NEW YORK, IN BOROUGH OF QUEENS, AT FAR ROCKAWAY, AT
 KU1347'INTERSECTION OF MOTT AVENUE AND FOAM PLACE, SET VERTICALLY IN THE
 KU1347'NORTHWEST FACE OF FAR ROCKAWAY POST OFFICE BUILDING, 1 FOOT
 KU1347'SOUTHWEST OF NORTH CORNER OF BUILDING, 158 1/2 FEET NORTHEAST OF
 KU1347'NORTHEAST CURB OF MOTT AVENUE, 7 FEET SOUTHEAST OF SOUTHEAST
 KU1347'CURB OF FOAM PLACE AND 4 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1762 ***********************************************************************
 KU1762  DESIGNATION -  B 351
 KU1762  PID         -  KU1762
 KU1762  STATE/COUNTY-  NY/KINGS
 KU1762  USGS QUAD   -  BROOKLYN (1979)
 KU1762
 KU1762                         *CURRENT SURVEY CONTROL
 KU1762  ___________________________________________________________________
 KU1762* NAD 83(1986)-  40 41 32.     (N)    073 59 27.     (W)     SCALED    
 KU1762* NAVD 88     -        19.671  (meters)      64.54   (feet)  ADJUSTED  
 KU1762  ___________________________________________________________________
 KU1762  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU1762  DYNAMIC HT  -          19.664 (meters)      64.51  (feet)  COMP
 KU1762  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 KU1762
 KU1762  VERT ORDER  -  FIRST     CLASS II
 KU1762
 KU1762.The horizontal coordinates were scaled from a topographic map and have
 KU1762.an estimated accuracy of +/- 6 seconds.
 KU1762
 KU1762.The orthometric height was determined by differential leveling
 KU1762.and adjusted by the National Geodetic Survey in June 1991..
 KU1762
 KU1762.The geoid height was determined by GEOID03.
 KU1762
 KU1762.The dynamic height is computed by dividing the NAVD 88
 KU1762.geopotential number by the normal gravity value computed on the
 KU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1762.degrees latitude (g = 980.6199 gals.).
 KU1762
 KU1762.The modeled gravity was interpolated from observed gravity values.
 KU1762
 KU1762;                    North         East    Units  Estimated Accuracy
 KU1762;SPC NY L     -    58,360.      300,780.      MT  (+/- 180 meters Scaled)
 KU1762
 KU1762                          SUPERSEDED SURVEY CONTROL
 KU1762
 KU1762  NGVD 29 (??/??/92)   20.006  (m)           65.64   (f) ADJ UNCH    1 2
 KU1762
 KU1762.Superseded values are not recommended for survey control.
 KU1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1762.See file dsdata.txt to determine how the superseded data were derived.
 KU1762
 KU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL852050(NAD 83)
 KU1762_MARKER: DB = BENCH MARK DISK
 KU1762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1762_SP_SET: COLUMN BASE
 KU1762_STAMPING: B 351 1952
 KU1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1762+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 KU1762
 KU1762  HISTORY     - Date     Condition        Report By
 KU1762  HISTORY     - 1952     MONUMENTED       CGS
 KU1762  HISTORY     - 20051217 GOOD             GEOCAC
 KU1762
 KU1762                          STATION DESCRIPTION
 KU1762
 KU1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1762'AT NEW YORK.
 KU1762'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE JUNCTION OF COURT
 KU1762'STREET AND JORALEMON STREET, IN THE TOP OF THE NORTHEAST CORNER
 KU1762'OF THE BASE OF THE WESTERLY COLUMN OF JORALEMON STREET ENTRANCE
 KU1762'TO MUNICIPAL BUILDING OF BROOKLYN AND ABOUT 3 FEET ABOVE LEVEL
 KU1762'OF SIDE WALK.
 KU1762
 KU1762                          STATION RECOVERY (2005)
 KU1762
 KU1762'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1762'FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1157 ***********************************************************************
 KU1157  DESIGNATION -  B 352
 KU1157  PID         -  KU1157
 KU1157  STATE/COUNTY-  NY/BRONX
 KU1157  USGS QUAD   -  FLUSHING (1979)
 KU1157
 KU1157                         *CURRENT SURVEY CONTROL
 KU1157  ___________________________________________________________________
 KU1157* NAD 83(1986)-  40 52 16.     (N)    073 50 04.     (W)     SCALED    
 KU1157* NAVD 88     -        11.369  (meters)      37.30   (feet)  ADJUSTED  
 KU1157  ___________________________________________________________________
 KU1157  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU1157  DYNAMIC HT  -          11.365 (meters)      37.29  (feet)  COMP
 KU1157  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 KU1157
 KU1157  VERT ORDER  -  FIRST     CLASS II
 KU1157
 KU1157.The horizontal coordinates were scaled from a topographic map and have
 KU1157.an estimated accuracy of +/- 6 seconds.
 KU1157
 KU1157.The orthometric height was determined by differential leveling
 KU1157.and adjusted by the National Geodetic Survey in June 1991..
 KU1157
 KU1157.The geoid height was determined by GEOID03.
 KU1157
 KU1157.The dynamic height is computed by dividing the NAVD 88
 KU1157.geopotential number by the normal gravity value computed on the
 KU1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1157.degrees latitude (g = 980.6199 gals.).
 KU1157
 KU1157.The modeled gravity was interpolated from observed gravity values.
 KU1157
 KU1157;                    North         East    Units  Estimated Accuracy
 KU1157;SPC NY E     -   226,450.      206,100.      MT  (+/- 180 meters Scaled)
 KU1157
 KU1157                          SUPERSEDED SURVEY CONTROL
 KU1157
 KU1157  NGVD 29 (??/??/92)   11.602  (m)           38.06   (f) ADJ UNCH    1 2
 KU1157
 KU1157.Superseded values are not recommended for survey control.
 KU1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1157.See file dsdata.txt to determine how the superseded data were derived.
 KU1157
 KU1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL982251(NAD 83)
 KU1157_MARKER: DB = BENCH MARK DISK
 KU1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1157_SP_SET: BUILDING
 KU1157_STAMPING: B 352 1952
 KU1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1157+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 KU1157
 KU1157  HISTORY     - Date     Condition        Report By
 KU1157  HISTORY     - 1952     MONUMENTED       CGS
 KU1157  HISTORY     - 1987     GOOD             USPSQD
 KU1157  HISTORY     - 19940913 MARK NOT FOUND   USPSQD
 KU1157  HISTORY     - 20050420 GOOD             GEOCAC
 KU1157
 KU1157                          STATION DESCRIPTION
 KU1157
 KU1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1157'AT NEW YORK.
 KU1157'AT NEW YORK, IN BOROUGH OF BRONX, AT BAYCHESTER, ALONG EDSON
 KU1157'AVENUE BETWEEN ADEE AND ARNOW AVENUES, AT 2951-3 EDSON AVENUE,
 KU1157'ABOUT 1 BLOCK WEST OF BAYCHESTER AVENUE, SET VERTICALLY IN THE
 KU1157'EAST FACE OF 1-STORY BRICK BUILDING OF C. WEAVERS PRODUCTS (PUTTY
 KU1157'AND CAULKING MANUFACTURES), ABOUT 100 YARDS SOUTH OF SOUTH CURB
 KU1157'OF ADEE AVENUE, 1 FOOT SOUTH OF NORTHEAST CORNER OF BUILDING AND
 KU1157'1.8 FEET ABOVE LEVEL OF SIDE WALK.
 KU1157
 KU1157                          STATION RECOVERY (1987)
 KU1157
 KU1157'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 KU1157'RECOVERED IN GOOD CONDITION.
 KU1157
 KU1157                          STATION RECOVERY (1994)
 KU1157
 KU1157'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU1157'MARK NOT FOUND.
 KU1157
 KU1157                          STATION RECOVERY (2005)
 KU1157
 KU1157'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1157'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1224 ***********************************************************************
 KU1224  DESIGNATION -  B 353
 KU1224  PID         -  KU1224
 KU1224  STATE/COUNTY-  NY/KINGS
 KU1224  USGS QUAD   -  BROOKLYN (1979)
 KU1224
 KU1224                         *CURRENT SURVEY CONTROL
 KU1224  ___________________________________________________________________
 KU1224* NAD 83(1986)-  40 37 49.     (N)    073 53 07.     (W)     SCALED    
 KU1224* NAVD 88     -         7.552  (meters)      24.78   (feet)  ADJUSTED  
 KU1224  ___________________________________________________________________
 KU1224  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KU1224  DYNAMIC HT  -           7.549 (meters)      24.77  (feet)  COMP
 KU1224  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 KU1224
 KU1224  VERT ORDER  -  FIRST     CLASS II
 KU1224
 KU1224.The horizontal coordinates were scaled from a topographic map and have
 KU1224.an estimated accuracy of +/- 6 seconds.
 KU1224
 KU1224.The orthometric height was determined by differential leveling
 KU1224.and adjusted by the National Geodetic Survey in June 1991..
 KU1224
 KU1224.The geoid height was determined by GEOID03.
 KU1224
 KU1224.The dynamic height is computed by dividing the NAVD 88
 KU1224.geopotential number by the normal gravity value computed on the
 KU1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1224.degrees latitude (g = 980.6199 gals.).
 KU1224
 KU1224.The modeled gravity was interpolated from observed gravity values.
 KU1224
 KU1224;                    North         East    Units  Estimated Accuracy
 KU1224;SPC NY L     -    51,490.      309,710.      MT  (+/- 180 meters Scaled)
 KU1224
 KU1224                          SUPERSEDED SURVEY CONTROL
 KU1224
 KU1224  NGVD 29 (??/??/92)    7.89   (m)           25.9    (f) COMPUTED    1 2
 KU1224
 KU1224.Superseded values are not recommended for survey control.
 KU1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1224.See file dsdata.txt to determine how the superseded data were derived.
 KU1224
 KU1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK942983(NAD 83)
 KU1224_MARKER: DB = BENCH MARK DISK
 KU1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1224_SP_SET: FOOTING BASE
 KU1224_STAMPING: B 353 1952
 KU1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1224
 KU1224  HISTORY     - Date     Condition        Report By
 KU1224  HISTORY     - 1952     MONUMENTED       CGS
 KU1224  HISTORY     - 20060523 GOOD             GEOCAC
 KU1224
 KU1224                          STATION DESCRIPTION
 KU1224
 KU1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1224'AT NEW YORK.
 KU1224'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE EAST ABUTMENT OF
 KU1224'OVERPASS OF SHORE PARKWAY OVER ROCKAWAY PARKWAY, 4 FEET SOUTH
 KU1224'OF SOUTH BRIDGE CURB, 1.8 FEET SOUTH OF STEEL RAILING, IN
 KU1224'THE TOP OF CONCRETE BASE OF STONE MASONRY FOOTING OF SOUTH
 KU1224'RAILING, 3 FEET SOUTHWEST OF EAST END OF STEEL RAILING OF
 KU1224'BRIDGE AND ABOUT 1 1/2 FEET BELOW BRIDGE CURB.
 KU1224
 KU1224                          STATION RECOVERY (2006)
 KU1224
 KU1224'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1224'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE HIGHWAY CROSSING THE
 KU1224'BRIDGE IS NOW KNOWN AS THE BELT PARKWAY.  THE CONCRETE BASE OF THE
 KU1224'MASONRY WALL IS NOT VISIBLE AND IS UNDER A FEW CENTIMETERS OF DIRT BUT
 KU1224'WAS EASILY EXPOSED.  AT THIS TIME THERE IS AN ARROW POINTING TO THE
 KU1224'MARK FROM THE MASONRY WALL AND THE MARK AND SURROUNDING CONCRETE IS
 KU1224'PAINTED IN BLAZE ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1403 ***********************************************************************
 KU1403  DESIGNATION -  B 354
 KU1403  PID         -  KU1403
 KU1403  STATE/COUNTY-  NY/QUEENS
 KU1403  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1403
 KU1403                         *CURRENT SURVEY CONTROL
 KU1403  ___________________________________________________________________
 KU1403* NAD 83(1986)-  40 36 10.     (N)    073 49 12.     (W)     SCALED    
 KU1403* NAVD 88     -         2.531  (meters)       8.30   (feet)  ADJUSTED  
 KU1403  ___________________________________________________________________
 KU1403  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KU1403  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 KU1403  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 KU1403
 KU1403  VERT ORDER  -  FIRST     CLASS II
 KU1403
 KU1403.The horizontal coordinates were scaled from a topographic map and have
 KU1403.an estimated accuracy of +/- 6 seconds.
 KU1403
 KU1403.The orthometric height was determined by differential leveling
 KU1403.and adjusted by the National Geodetic Survey in June 1991..
 KU1403
 KU1403.The geoid height was determined by GEOID03.
 KU1403
 KU1403.The dynamic height is computed by dividing the NAVD 88
 KU1403.geopotential number by the normal gravity value computed on the
 KU1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1403.degrees latitude (g = 980.6199 gals.).
 KU1403
 KU1403.The modeled gravity was interpolated from observed gravity values.
 KU1403
 KU1403;                    North         East    Units  Estimated Accuracy
 KU1403;SPC NY L     -    48,440.      315,240.      MT  (+/- 180 meters Scaled)
 KU1403
 KU1403                          SUPERSEDED SURVEY CONTROL
 KU1403
 KU1403  NGVD 29 (??/??/92)    2.868  (m)            9.41   (f) ADJ UNCH    1 2
 KU1403
 KU1403.Superseded values are not recommended for survey control.
 KU1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1403.See file dsdata.txt to determine how the superseded data were derived.
 KU1403
 KU1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK998953(NAD 83)
 KU1403_MARKER: DB = BENCH MARK DISK
 KU1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1403_SP_SET: STAIRWAY
 KU1403_STAMPING: B 354 1952
 KU1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1403
 KU1403  HISTORY     - Date     Condition        Report By
 KU1403  HISTORY     - 1952     MONUMENTED       CGS
 KU1403  HISTORY     - 1988     GOOD             USPSQD
 KU1403
 KU1403                          STATION DESCRIPTION
 KU1403
 KU1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1403'AT NEW YORK.
 KU1403'AT NEW YORK, IN BOROUGH OF QUEENS, ABOUT 0.4 MILE NORTH ALONG
 KU1403'CROSS BAY BOULEVARD FROM THE TOLL BOOTH AT NORTH END OF CROSS
 KU1403'BAY BRIDGE, AT INTERSECTION OF CROSS BAY BOULEVARD AND 14TH
 KU1403'ROAD, SET VERTICALLY IN THE EAST FACE OF BRICK STAIRWAY TO HOUSE
 KU1403'NO. 1403, 10 FEET WEST OF WEST CURB OF CROSS BAY BOULEVARD, 50
 KU1403'FEET SOUTH OF SOUTH CURB OF 14TH ROAD, 1/2 FOOT NORTH OF
 KU1403'SOUTHEAST CORNER OF STAIRWAY AND 2.2 FEET ABOVE LEVEL OF SIDE
 KU1403'WALK.
 KU1403
 KU1403                          STATION RECOVERY (1988)
 KU1403
 KU1403'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPV)
 KU1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1521 ***********************************************************************
 LX1521  DESIGNATION -  B 355
 LX1521  PID         -  LX1521
 LX1521  STATE/COUNTY-  NY/DUTCHESS
 LX1521  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1521
 LX1521                         *CURRENT SURVEY CONTROL
 LX1521  ___________________________________________________________________
 LX1521* NAD 83(1986)-  41 37 44.     (N)    073 52 40.     (W)     SCALED    
 LX1521* NAVD 88     -        47.397  (meters)     155.50   (feet)  ADJUSTED  
 LX1521  ___________________________________________________________________
 LX1521  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LX1521  DYNAMIC HT  -          47.379 (meters)     155.44  (feet)  COMP
 LX1521  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 LX1521
 LX1521  VERT ORDER  -  FIRST     CLASS II
 LX1521
 LX1521.This mark is at Dutchess County Airport (POU)
 LX1521
 LX1521.The horizontal coordinates were scaled from a topographic map and have
 LX1521.an estimated accuracy of +/- 6 seconds.
 LX1521
 LX1521.The orthometric height was determined by differential leveling
 LX1521.and adjusted by the National Geodetic Survey in June 1991..
 LX1521
 LX1521.The geoid height was determined by GEOID03.
 LX1521
 LX1521.The dynamic height is computed by dividing the NAVD 88
 LX1521.geopotential number by the normal gravity value computed on the
 LX1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1521.degrees latitude (g = 980.6199 gals.).
 LX1521
 LX1521.The modeled gravity was interpolated from observed gravity values.
 LX1521
 LX1521;                    North         East    Units  Estimated Accuracy
 LX1521;SPC NY E     -   310,570.      201,850.      MT  (+/- 180 meters Scaled)
 LX1521
 LX1521                          SUPERSEDED SURVEY CONTROL
 LX1521
 LX1521  NGVD 29 (??/??/92)   47.654  (m)          156.34   (f) ADJ UNCH    1 2
 LX1521
 LX1521.Superseded values are not recommended for survey control.
 LX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1521.See file dsdata.txt to determine how the superseded data were derived.
 LX1521
 LX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM934091(NAD 83)
 LX1521_MARKER: DB = BENCH MARK DISK
 LX1521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1521_SP_SET: CONCRETE FLOOR OF STORAGE HANG
 LX1521_STAMPING: B 355 1954
 LX1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1521
 LX1521  HISTORY     - Date     Condition        Report By
 LX1521  HISTORY     - 1954     MONUMENTED       CGS
 LX1521  HISTORY     - 1955     GOOD             NGS
 LX1521  HISTORY     - 1964     GOOD             NGS
 LX1521  HISTORY     - 1981     GOOD             USGS
 LX1521  HISTORY     - 19910521 POOR             USPSQD
 LX1521
 LX1521                          STATION DESCRIPTION
 LX1521
 LX1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1521'AT NEW HACKENSACK.
 LX1521'IN THE NORTHWEST PART OF NEW HACKENSACK, AT DUTCHESS COUNTY
 LX1521'AIRPORT, IN THE TOP OF CONCRETE FLOOR OF STORAGE HANGAR AT
 LX1521'AIRPORT, 1 FOOT WEST OF CONCRETE BLOCK PARTITION BETWEEN THE
 LX1521'REPAIR SHOP HANGAR AND THE STORAGE HANGAR, 1/3 FOOT SOUTH OF NORTH
 LX1521'EDGE OF PAVEMENT AND ABOUT LEVEL WITH GROUND.
 LX1521
 LX1521                          STATION RECOVERY (1964)
 LX1521
 LX1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LX1521'RECOVERED IN GOOD CONDITION.
 LX1521
 LX1521                          STATION RECOVERY (1981)
 LX1521
 LX1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LX1521'RECOVERED IN GOOD CONDITION.
 LX1521
 LX1521                          STATION RECOVERY (1991)
 LX1521
 LX1521'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1521'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0251 ***********************************************************************
 OE0251  DESIGNATION -  B 356
 OE0251  PID         -  OE0251
 OE0251  STATE/COUNTY-  NY/SARATOGA
 OE0251  USGS QUAD   -  EDINBURG (1970)
 OE0251
 OE0251                         *CURRENT SURVEY CONTROL
 OE0251  ___________________________________________________________________
 OE0251* NAD 83(1986)-  43 11 22.     (N)    074 05 35.     (W)     SCALED    
 OE0251* NAVD 88     -       242.099  (meters)     794.29   (feet)  ADJUSTED  
 OE0251  ___________________________________________________________________
 OE0251  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 OE0251  DYNAMIC HT  -         242.035 (meters)     794.08  (feet)  COMP
 OE0251  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 OE0251
 OE0251  VERT ORDER  -  SECOND    CLASS 0
 OE0251
 OE0251.The horizontal coordinates were scaled from a topographic map and have
 OE0251.an estimated accuracy of +/- 6 seconds.
 OE0251
 OE0251.The orthometric height was determined by differential leveling
 OE0251.and adjusted by the National Geodetic Survey in June 1991..
 OE0251
 OE0251.The geoid height was determined by GEOID03.
 OE0251
 OE0251.The dynamic height is computed by dividing the NAVD 88
 OE0251.geopotential number by the normal gravity value computed on the
 OE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0251.degrees latitude (g = 980.6199 gals.).
 OE0251
 OE0251.The modeled gravity was interpolated from observed gravity values.
 OE0251
 OE0251;                    North         East    Units  Estimated Accuracy
 OE0251;SPC NY E     -   483,800.      183,080.      MT  (+/- 180 meters Scaled)
 OE0251
 OE0251                          SUPERSEDED SURVEY CONTROL
 OE0251
 OE0251  NGVD 29 (??/??/92)  242.225  (m)          794.70   (f) ADJ UNCH    2 0
 OE0251
 OE0251.Superseded values are not recommended for survey control.
 OE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0251.See file dsdata.txt to determine how the superseded data were derived.
 OE0251
 OE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN736822(NAD 83)
 OE0251_MARKER: DB = BENCH MARK DISK
 OE0251_SETTING: 66 = SET IN ROCK OUTCROP
 OE0251_SP_SET: ROCK OUTCROP
 OE0251_STAMPING: B 356 1955
 OE0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0251+STABILITY: POSITION/ELEVATION WELL
 OE0251
 OE0251  HISTORY     - Date     Condition        Report By
 OE0251  HISTORY     - 1955     MONUMENTED       CGS
 OE0251
 OE0251                          STATION DESCRIPTION
 OE0251
 OE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OE0251'1.5 MI SW FROM BACHELLERVILLE.
 OE0251'ABOUT 1.5 MILES SOUTHWEST ALONG A ROAD LEADING TO NORTHAMPTON FROM THE
 OE0251'PRESBYTERIAN CHURCH AT BACHELLERVILLE, ABOUT 0.1 MILE NORTHEAST OF A
 OE0251'LARGE LOG HOUSE THAT IS ON SOUTHEAST SIDE OF THE ROAD, IN THE TOP OF
 OE0251'AN OUTCROPPING GRANITE LEDGE, 19 1/2 FEET SOUTHEAST OF THE CENTER LINE
 OE0251'OF THE ROAD, 48 1/2 FEET SOUTHWEST OF A 12-INCH TRIANGLE THAT IS CUT
 OE0251'IN THE FACE OF A PROMINENT LEDGE, 16 1/2 FEET SOUTHWEST OF POWER POLE
 OE0251'56, 136 FEET NORTHEAST OF THE NORTHEAST END OF A LARGE AND PROMINENT
 OE0251'OUTCROP AND ABOUT 3/4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0735 ***********************************************************************
 OD0735  DESIGNATION -  B 357
 OD0735  PID         -  OD0735
 OD0735  STATE/COUNTY-  NY/SARATOGA
 OD0735  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0735
 OD0735                         *CURRENT SURVEY CONTROL
 OD0735  ___________________________________________________________________
 OD0735* NAD 83(1986)-  43 16 19.     (N)    073 50 37.     (W)     SCALED    
 OD0735* NAVD 88     -       195.500  (meters)     641.40   (feet)  ADJUSTED  
 OD0735  ___________________________________________________________________
 OD0735  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OD0735  DYNAMIC HT  -         195.453 (meters)     641.25  (feet)  COMP
 OD0735  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 OD0735
 OD0735  VERT ORDER  -  FIRST     CLASS II
 OD0735
 OD0735.The horizontal coordinates were scaled from a topographic map and have
 OD0735.an estimated accuracy of +/- 6 seconds.
 OD0735
 OD0735.The orthometric height was determined by differential leveling
 OD0735.and adjusted by the National Geodetic Survey in June 1991..
 OD0735
 OD0735.The geoid height was determined by GEOID03.
 OD0735
 OD0735.The dynamic height is computed by dividing the NAVD 88
 OD0735.geopotential number by the normal gravity value computed on the
 OD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0735.degrees latitude (g = 980.6199 gals.).
 OD0735
 OD0735.The modeled gravity was interpolated from observed gravity values.
 OD0735
 OD0735;                    North         East    Units  Estimated Accuracy
 OD0735;SPC NY E     -   493,090.      203,280.      MT  (+/- 180 meters Scaled)
 OD0735
 OD0735                          SUPERSEDED SURVEY CONTROL
 OD0735
 OD0735  NGVD 29 (??/??/92)  195.632  (m)          641.84   (f) ADJ UNCH    1 2
 OD0735
 OD0735.Superseded values are not recommended for survey control.
 OD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0735.See file dsdata.txt to determine how the superseded data were derived.
 OD0735
 OD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN938916(NAD 83)
 OD0735_MARKER: DB = BENCH MARK DISK
 OD0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0735_STAMPING: B 357 1955
 OD0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0735+STABILITY: SURFACE MOTION
 OD0735
 OD0735  HISTORY     - Date     Condition        Report By
 OD0735  HISTORY     - 1955     MONUMENTED       CGS
 OD0735
 OD0735                          STATION DESCRIPTION
 OD0735
 OD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0735'1.4 MI N FROM CORINTH.
 OD0735'ABOUT 1.4 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0735'STATION AT CORINTH, ABOUT 0.15 MILE SOUTH OF MILE POST NC 39 - A 56,
 OD0735'AT A BLACK TOP ROAD CROSSING, 27 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL
 OD0735'OF TRACK, 43 FEET SOUTH OF CENTER OF CROSSING, 35 FEET SOUTHWEST OF
 OD0735'CENTER LINE OF ROAD, 6 FEET SOUTHWEST OF A FENCE LINE, 2 1/2 FEET
 OD0735'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF
 OD0735'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0777 ***********************************************************************
 PG0777  DESIGNATION -  B 358
 PG0777  PID         -  PG0777
 PG0777  STATE/COUNTY-  NY/ESSEX
 PG0777  USGS QUAD   -  
 PG0777
 PG0777                         *CURRENT SURVEY CONTROL
 PG0777  ___________________________________________________________________
 PG0777* NAD 83(1986)-  44 29 36.     (N)    073 28 59.     (W)     SCALED    
 PG0777* NAVD 88     -       154.921  (meters)     508.27   (feet)  ADJUSTED  
 PG0777  ___________________________________________________________________
 PG0777  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0777  DYNAMIC HT  -         154.905 (meters)     508.22  (feet)  COMP
 PG0777  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 PG0777
 PG0777  VERT ORDER  -  FIRST     CLASS II
 PG0777
 PG0777.The horizontal coordinates were scaled from a topographic map and have
 PG0777.an estimated accuracy of +/- 6 seconds.
 PG0777
 PG0777.The orthometric height was determined by differential leveling
 PG0777.and adjusted by the National Geodetic Survey in June 1991..
 PG0777
 PG0777.The geoid height was determined by GEOID03.
 PG0777
 PG0777.The dynamic height is computed by dividing the NAVD 88
 PG0777.geopotential number by the normal gravity value computed on the
 PG0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0777.degrees latitude (g = 980.6199 gals.).
 PG0777
 PG0777.The modeled gravity was interpolated from observed gravity values.
 PG0777
 PG0777;                    North         East    Units  Estimated Accuracy
 PG0777;SPC NY E     -   629,080.      230,880.      MT  (+/- 180 meters Scaled)
 PG0777
 PG0777                          SUPERSEDED SURVEY CONTROL
 PG0777
 PG0777  NGVD 29 (??/??/??)  155.056  (m)          508.71   (f) ADJUSTED    1 2
 PG0777
 PG0777.Superseded values are not recommended for survey control.
 PG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0777.See file dsdata.txt to determine how the superseded data were derived.
 PG0777
 PG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ206277(NAD 83)
 PG0777_MARKER: DB = BENCH MARK DISK
 PG0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0777_SP_SET: CULVERT
 PG0777_STAMPING: B 358 1955
 PG0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0777
 PG0777  HISTORY     - Date     Condition        Report By
 PG0777  HISTORY     - 1955     MONUMENTED       CGS
 PG0777  HISTORY     - 1973     GOOD             NGS
 PG0777  HISTORY     - 20030625 MARK NOT FOUND   NYDT
 PG0777
 PG0777                          STATION DESCRIPTION
 PG0777
 PG0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0777'0.55 MI S FROM KEESEVILLE.
 PG0777'ABOUT 0.55 MILES SOUTH ALONG US HIGHWAY 9 FROM THE IMMACULATE
 PG0777'CONCEPTION CATHOLIC CHURCH AT KEESEVILLE, 142 FEET WEST SOUTHWEST OF
 PG0777'WEST CORNER OF A LARGE CONCRETE BUILDING OF THE A.P. BRELIA CO., INC.,
 PG0777'171 FEET NORTHEAST OF THE NORTH CORNER OF AN ESSO SERVICE STATION, 15
 PG0777'FEET SOUTHEAST OF CENTER LINE OF US HIGHWAY 9, 72.6 FEET SOUTH OF AN
 PG0777'ACROSS HIGHWAY, FROM A POWER POLE L 224-E 26, SET IN THE TOP OF THE
 PG0777'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 2 FOOT BOX TYPE
 PG0777'CULVERT, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PG0777
 PG0777                          STATION RECOVERY (2003)
 PG0777
 PG0777'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0696 ***********************************************************************
 PG0696  DESIGNATION -  B 359
 PG0696  PID         -  PG0696
 PG0696  STATE/COUNTY-  NY/ESSEX
 PG0696  USGS QUAD   -  
 PG0696
 PG0696                         *CURRENT SURVEY CONTROL
 PG0696  ___________________________________________________________________
 PG0696* NAD 83(1986)-  44 13 48.     (N)    073 26 15.     (W)     SCALED    
 PG0696* NAVD 88     -        87.676  (meters)     287.65   (feet)  ADJUSTED  
 PG0696  ___________________________________________________________________
 PG0696  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PG0696  DYNAMIC HT  -          87.663 (meters)     287.61  (feet)  COMP
 PG0696  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 PG0696
 PG0696  VERT ORDER  -  FIRST     CLASS I
 PG0696
 PG0696.The horizontal coordinates were scaled from a topographic map and have
 PG0696.an estimated accuracy of +/- 6 seconds.
 PG0696
 PG0696.The orthometric height was determined by differential leveling
 PG0696.and adjusted by the National Geodetic Survey in June 1991..
 PG0696
 PG0696.The geoid height was determined by GEOID03.
 PG0696
 PG0696.The dynamic height is computed by dividing the NAVD 88
 PG0696.geopotential number by the normal gravity value computed on the
 PG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0696.degrees latitude (g = 980.6199 gals.).
 PG0696
 PG0696.The modeled gravity was interpolated from observed gravity values.
 PG0696
 PG0696;                    North         East    Units  Estimated Accuracy
 PG0696;SPC NY E     -   599,870.      234,880.      MT  (+/- 180 meters Scaled)
 PG0696
 PG0696                          SUPERSEDED SURVEY CONTROL
 PG0696
 PG0696  NGVD 29 (??/??/??)   87.828  (m)          288.15   (f) ADJUSTED    1 1
 PG0696
 PG0696.Superseded values are not recommended for survey control.
 PG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0696.See file dsdata.txt to determine how the superseded data were derived.
 PG0696
 PG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP247986(NAD 83)
 PG0696_MARKER: DB = BENCH MARK DISK
 PG0696_SETTING: 66 = SET IN ROCK OUTCROP
 PG0696_SP_SET: ROCK OUTCROP
 PG0696_STAMPING: B 359 1955
 PG0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0696+STABILITY: POSITION/ELEVATION WELL
 PG0696
 PG0696  HISTORY     - Date     Condition        Report By
 PG0696  HISTORY     - 1955     MONUMENTED       CGS
 PG0696  HISTORY     - 1973     GOOD             NGS
 PG0696
 PG0696                          STATION DESCRIPTION
 PG0696
 PG0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0696'3.2 MI N FROM WESTPORT.
 PG0696'ABOUT 3.2 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM STATE
 PG0696'HIGHWAY 9N UNDERPASS AT WESTPORT, 0.2 MILE NORTHEAST OF A GRAVEL ROAD
 PG0696'CROSSING AT WADHAMS, 160 FEET NORTH OF MILEPOST A 131 (NEW MILEPOST)
 PG0696'49 FEET EAST OF THE EAST RAIL OF MAIN TRACK, 14.3 FEET EAST OF THE
 PG0696'EAST RAILROAD RIGHT OF WAY FENCE, 38 1/2 FEET SOUTHEAST OF THE
 PG0696'SOUTHEAST CORNER OF EAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT,
 PG0696'24 FEET NORTHEAST OF A TELEPHONE POLE, SET IN TOP OF UPPER EDGE OF A
 PG0696'12 X 20 FOOT ROCK OUTCROP SLOPING EASTERLY TO BOUQUET RIVER, ABOUT 7
 PG0696'FEET BELOW THE LEVEL OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0387 ***********************************************************************
 NB0387  DESIGNATION -  B 36
 NB0387  PID         -  NB0387
 NB0387  STATE/COUNTY-  NY/TOMPKINS
 NB0387  USGS QUAD   -  WEST DANBY (1969)
 NB0387
 NB0387                         *CURRENT SURVEY CONTROL
 NB0387  ___________________________________________________________________
 NB0387* NAD 83(1986)-  42 22 07.     (N)    076 33 15.     (W)     SCALED    
 NB0387* NAVD 88     -       159.582  (meters)     523.56   (feet)  ADJUSTED  
 NB0387  ___________________________________________________________________
 NB0387  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NB0387  DYNAMIC HT  -         159.523 (meters)     523.37  (feet)  COMP
 NB0387  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 NB0387
 NB0387  VERT ORDER  -  FIRST     CLASS II
 NB0387
 NB0387.The horizontal coordinates were scaled from a topographic map and have
 NB0387.an estimated accuracy of +/- 6 seconds.
 NB0387
 NB0387.The orthometric height was determined by differential leveling
 NB0387.and adjusted by the National Geodetic Survey in June 1991..
 NB0387
 NB0387.The geoid height was determined by GEOID03.
 NB0387
 NB0387.The dynamic height is computed by dividing the NAVD 88
 NB0387.geopotential number by the normal gravity value computed on the
 NB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0387.degrees latitude (g = 980.6199 gals.).
 NB0387
 NB0387.The modeled gravity was interpolated from observed gravity values.
 NB0387
 NB0387;                    North         East    Units  Estimated Accuracy
 NB0387;SPC NY C     -   263,040.      252,400.      MT  (+/- 180 meters Scaled)
 NB0387
 NB0387                          SUPERSEDED SURVEY CONTROL
 NB0387
 NB0387  NGVD 29 (??/??/92)  159.712  (m)          523.99   (f) ADJ UNCH    1 2
 NB0387
 NB0387.Superseded values are not recommended for survey control.
 NB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0387.See file dsdata.txt to determine how the superseded data were derived.
 NB0387
 NB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM720918(NAD 83)
 NB0387_MARKER: DB = BENCH MARK DISK
 NB0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0387_SP_SET: CULVERT
 NB0387_STAMPING: B 36 1932
 NB0387_MARK LOGO: CGS   
 NB0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0387
 NB0387  HISTORY     - Date     Condition        Report By
 NB0387  HISTORY     - 1932     MONUMENTED       CGS
 NB0387  HISTORY     - 1982     GOOD             NGS
 NB0387  HISTORY     - 1985     GOOD             USPSQD
 NB0387  HISTORY     - 1988     GOOD             USPSQD
 NB0387  HISTORY     - 1989     GOOD             USPSQD
 NB0387  HISTORY     - 19940718 GOOD             USPSQD
 NB0387  HISTORY     - 19990818 GOOD             USPSQD
 NB0387
 NB0387                          STATION DESCRIPTION
 NB0387
 NB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NB0387'AT NEWFIELD.
 NB0387'ON THE LEHIGH VALLEY RAILROAD, AT THE RAILROAD STATION, 0.3 MILE
 NB0387'SOUTH OF MILEPOST 303, 125 FEET NORTH OF THE NORTH END OF THE
 NB0387'RAILROAD STATION, 20 FEET NORTH OF THE CENTER OF A COUNTY ROAD, ON A
 NB0387'5 FOOT RAILROAD BOX CULVERT ADJOINING THE NORTHWEST ABUTMENT OF
 NB0387'A CONCRETE BRIDGE ON THE COUNTY ROAD, IN THE NORTH END OF THE TOP
 NB0387'OF THE EAST HEADWALL OF THE CULVERT.
 NB0387
 NB0387                          STATION RECOVERY (1982)
 NB0387
 NB0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NB0387'4.63 KM (2.88 MI) NORTH ALONG STATE HIGHWAY 34 AND 96 FROM
 NB0387'THE JUNCTION OF COUNTY ROAD 188 (STATION ROAD) IN WEST DANBY,
 NB0387'THENCE 0.19 KM (0.12 MI) WEST ALONG NEWFIELD DEPOT ROAD TO
 NB0387'THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF A
 NB0387'CONCRETE CULVERT UNDER THE RAILROAD AT THE WEST END OF A
 NB0387'BRIDGE OVER CAYUGA INLET, 7.25 METERS (23.8 FT)
 NB0387'NORTH-NORTHEAST OF THE CENTERLINE OF NEWFIELD DEPOT ROAD,
 NB0387'4.77 METERS (15.6 FT) SOUTHEAST OF THE SOUTHEAST RAIL,
 NB0387'3.25 METERS (10.7 FT) EAST OF A RAILROAD WARNING SIGNAL.
 NB0387'THE MARK IS 0.60 M BELOW ROAD.
 NB0387
 NB0387                          STATION RECOVERY (1985)
 NB0387
 NB0387'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0387'RECOVERED IN GOOD CONDITION.
 NB0387
 NB0387                          STATION RECOVERY (1988)
 NB0387
 NB0387'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0387'RECOVERED IN GOOD CONDITION.
 NB0387
 NB0387                          STATION RECOVERY (1989)
 NB0387
 NB0387'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGR)
 NB0387'RECOVERED IN GOOD CONDITION.
 NB0387
 NB0387                          STATION RECOVERY (1994)
 NB0387
 NB0387'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0387'RECOVERED IN GOOD CONDITION.
 NB0387
 NB0387                          STATION RECOVERY (1999)
 NB0387
 NB0387'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0603 ***********************************************************************
 OD0603  DESIGNATION -  B 360
 OD0603  PID         -  OD0603
 OD0603  STATE/COUNTY-  NY/WASHINGTON
 OD0603  USGS QUAD   -  FORT ANN (1944)
 OD0603
 OD0603                         *CURRENT SURVEY CONTROL
 OD0603  ___________________________________________________________________
 OD0603* NAD 83(1986)-  43 29 51.     (N)    073 25 13.     (W)     SCALED    
 OD0603* NAVD 88     -        35.858  (meters)     117.64   (feet)  ADJUSTED  
 OD0603  ___________________________________________________________________
 OD0603  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 OD0603  DYNAMIC HT  -          35.851 (meters)     117.62  (feet)  COMP
 OD0603  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 OD0603
 OD0603  VERT ORDER  -  FIRST     CLASS I
 OD0603
 OD0603.The horizontal coordinates were scaled from a topographic map and have
 OD0603.an estimated accuracy of +/- 6 seconds.
 OD0603
 OD0603.The orthometric height was determined by differential leveling
 OD0603.and adjusted by the National Geodetic Survey in June 1991..
 OD0603
 OD0603.The geoid height was determined by GEOID03.
 OD0603
 OD0603.The dynamic height is computed by dividing the NAVD 88
 OD0603.geopotential number by the normal gravity value computed on the
 OD0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0603.degrees latitude (g = 980.6199 gals.).
 OD0603
 OD0603.The modeled gravity was interpolated from observed gravity values.
 OD0603
 OD0603;                    North         East    Units  Estimated Accuracy
 OD0603;SPC NY E     -   518,500.      237,320.      MT  (+/- 180 meters Scaled)
 OD0603
 OD0603                          SUPERSEDED SURVEY CONTROL
 OD0603
 OD0603.No superseded survey control is available for this station.
 OD0603
 OD0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP277172(NAD 83)
 OD0603_MARKER: DB = BENCH MARK DISK
 OD0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0603_SP_SET: CULVERT
 OD0603_STAMPING: B 360 1955
 OD0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0603
 OD0603  HISTORY     - Date     Condition        Report By
 OD0603  HISTORY     - 1955     MONUMENTED       CGS
 OD0603  HISTORY     - 1973     GOOD             NGS
 OD0603
 OD0603                          STATION DESCRIPTION
 OD0603
 OD0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0603'3.55 MI SW FROM WHITEHALL.
 OD0603'ABOUT 3.55 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0603'THE STATION AT WHITEHALL, 169 YARDS SOUTHWEST OF MILEPOST A17-RP117,
 OD0603'104.5 FEET SOUTHWEST OF THE SOUTH CORNER OF METAL SIGNAL CONTROL
 OD0603'BUILDING KG AT THE SOUTH WEST END OF A SIDE TRACK, 29 FEET SOUTHEAST
 OD0603'OF THE SOUTHEAST RAIL OF MAIN TRACK, SET IN TOP OF THE BELL PORTION OF
 OD0603'THE SOUTHEAST END OF A 6 FOOT CONCRETE PIPE CULVERT, 8 FEET BELOW
 OD0603'LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0351 ***********************************************************************
 OD0351  DESIGNATION -  B 361
 OD0351  PID         -  OD0351
 OD0351  STATE/COUNTY-  NY/WASHINGTON
 OD0351  USGS QUAD   -  PUTNAM (1950)
 OD0351
 OD0351                         *CURRENT SURVEY CONTROL
 OD0351  ___________________________________________________________________
 OD0351* NAD 83(1986)-  43 41 40.     (N)    073 24 00.     (W)     SCALED    
 OD0351* NAVD 88     -        33.265  (meters)     109.14   (feet)  ADJUSTED  
 OD0351  ___________________________________________________________________
 OD0351  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OD0351  DYNAMIC HT  -          33.259 (meters)     109.12  (feet)  COMP
 OD0351  MODELED GRAV-     980,431.2   (mgal)                       NAVD 88
 OD0351
 OD0351  VERT ORDER  -  FIRST     CLASS I
 OD0351
 OD0351.The horizontal coordinates were scaled from a topographic map and have
 OD0351.an estimated accuracy of +/- 6 seconds.
 OD0351
 OD0351.The orthometric height was determined by differential leveling
 OD0351.and adjusted by the National Geodetic Survey in June 1991..
 OD0351
 OD0351.The geoid height was determined by GEOID03.
 OD0351
 OD0351.The dynamic height is computed by dividing the NAVD 88
 OD0351.geopotential number by the normal gravity value computed on the
 OD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0351.degrees latitude (g = 980.6199 gals.).
 OD0351
 OD0351.The modeled gravity was interpolated from observed gravity values.
 OD0351
 OD0351;                    North         East    Units  Estimated Accuracy
 OD0351;SPC NY E     -   540,410.      238,670.      MT  (+/- 180 meters Scaled)
 OD0351
 OD0351                          SUPERSEDED SURVEY CONTROL
 OD0351
 OD0351.No superseded survey control is available for this station.
 OD0351
 OD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP289391(NAD 83)
 OD0351_MARKER: DB = BENCH MARK DISK
 OD0351_SETTING: 66 = SET IN ROCK OUTCROP
 OD0351_SP_SET: ROCK CUT
 OD0351_STAMPING: B 361 1955
 OD0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0351+STABILITY: POSITION/ELEVATION WELL
 OD0351
 OD0351  HISTORY     - Date     Condition        Report By
 OD0351  HISTORY     - 1955     MONUMENTED       CGS
 OD0351  HISTORY     - 1973     GOOD             NGS
 OD0351
 OD0351                          STATION DESCRIPTION
 OD0351
 OD0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0351'11.50 MI NW FROM WHITEHALL.
 OD0351'ABOUT 11.50 MILES NORTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD
 OD0351'FROM THE OVERPASS OF U.S. HIGHWAY 4 AT WHITEHALL, ABOUT 0.20 MILE
 OD0351'NORTHEAST OF AN ABANDONED PRIVATE ROAD CROSSING LEADING TO THE
 OD0351'ABANDONED BOAT DOCK AT PULPIT POINT, SET VERTICALLY IN THE NORTHWEST
 OD0351'FACE OF AN 18-FOOT HIGH ROCK CUT, 134 FEET NORTHEAST OF MILEPOST
 OD0351'A89-RP102, 100 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, 10.3
 OD0351'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.9 FEET ABOVE GROUND AND ABOUT
 OD0351'LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0441 ***********************************************************************
 PG0441  DESIGNATION -  B 362
 PG0441  PID         -  PG0441
 PG0441  STATE/COUNTY-  NY/CLINTON
 PG0441  USGS QUAD   -  KEESEVILLE (1966)
 PG0441
 PG0441                         *CURRENT SURVEY CONTROL
 PG0441  ___________________________________________________________________
 PG0441* NAD 83(1986)-  44 34 05.     (N)    073 26 54.     (W)     SCALED    
 PG0441* NAVD 88     -        35.157  (meters)     115.34   (feet)  ADJUSTED  
 PG0441  ___________________________________________________________________
 PG0441  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PG0441  DYNAMIC HT  -          35.154 (meters)     115.33  (feet)  COMP
 PG0441  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 PG0441
 PG0441  VERT ORDER  -  FIRST     CLASS I
 PG0441
 PG0441.The horizontal coordinates were scaled from a topographic map and have
 PG0441.an estimated accuracy of +/- 6 seconds.
 PG0441
 PG0441.The orthometric height was determined by differential leveling
 PG0441.and adjusted by the National Geodetic Survey in June 1991..
 PG0441
 PG0441.The geoid height was determined by GEOID03.
 PG0441
 PG0441.The dynamic height is computed by dividing the NAVD 88
 PG0441.geopotential number by the normal gravity value computed on the
 PG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0441.degrees latitude (g = 980.6199 gals.).
 PG0441
 PG0441.The modeled gravity was interpolated from observed gravity values.
 PG0441
 PG0441;                    North         East    Units  Estimated Accuracy
 PG0441;SPC NY E     -   637,420.      233,530.      MT  (+/- 180 meters Scaled)
 PG0441
 PG0441                          SUPERSEDED SURVEY CONTROL
 PG0441
 PG0441  NGVD 29 (??/??/??)   35.299  (m)          115.81   (f) ADJUSTED    1 1
 PG0441
 PG0441.Superseded values are not recommended for survey control.
 PG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0441.See file dsdata.txt to determine how the superseded data were derived.
 PG0441
 PG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ232361(NAD 83)
 PG0441_MARKER: DB = BENCH MARK DISK
 PG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0441_STAMPING: B 362 1955
 PG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0441+STABILITY: SURFACE MOTION
 PG0441
 PG0441  HISTORY     - Date     Condition        Report By
 PG0441  HISTORY     - 1955     MONUMENTED       CGS
 PG0441  HISTORY     - 1973     GOOD             NGS
 PG0441
 PG0441                          STATION DESCRIPTION
 PG0441
 PG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0441'3.95 MI NW FROM PORT KENT.
 PG0441'ABOUT 3.95 MILES NORTHWEST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0441'THE CROSSING WITH STATE HIGHWAY 373 AT PORT KENT, 0.95 MILES NORTHWEST
 PG0441'FROM RAILROAD BRIDGE 157-35 OVER THE AUSABLE RIVER, ABOUT 0.3 MILES
 PG0441'NORTHWEST OF MILEPOST A 158-RP 33, 12 1/2 RAILS OR 0.1 MILE SOUTH OF A
 PG0441'FIELD ROAD CROSSING, 47 FEET WEST OF THE WEST RAIL AND ON OUTSIDE OF A
 PG0441'LONG CURVE IN TRACK, 21 FEET SOUTH OF CENTER LINE OF AN OLD GATE AT AN
 PG0441'ABANDONED FIELD ROAD CROSSING, 1 FOOT EAST OF A FENCE LINE IN THE TOP
 PG0441'OF A CONCRETE POST PROJECTING 3 INCHES, AND 2 FEET SOUTH OF A WOODEN
 PG0441'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0529 ***********************************************************************
 PG0529  DESIGNATION -  B 363
 PG0529  PID         -  PG0529
 PG0529  STATE/COUNTY-  NY/CLINTON
 PG0529  USGS QUAD   -  WEST CHAZY (1966)
 PG0529
 PG0529                         *CURRENT SURVEY CONTROL
 PG0529  ___________________________________________________________________
 PG0529* NAD 83(1986)-  44 50 30.     (N)    073 29 59.     (W)     SCALED    
 PG0529* NAVD 88     -        75.354  (meters)     247.22   (feet)  ADJUSTED  
 PG0529  ___________________________________________________________________
 PG0529  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 PG0529  DYNAMIC HT  -          75.352 (meters)     247.22  (feet)  COMP
 PG0529  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PG0529
 PG0529  VERT ORDER  -  FIRST     CLASS I
 PG0529
 PG0529.The horizontal coordinates were scaled from a topographic map and have
 PG0529.an estimated accuracy of +/- 6 seconds.
 PG0529
 PG0529.The orthometric height was determined by differential leveling
 PG0529.and adjusted by the National Geodetic Survey in June 1991..
 PG0529.WARNING-Repeat measurements at this control monument indicate possible
 PG0529.vertical movement.
 PG0529
 PG0529.The geoid height was determined by GEOID03.
 PG0529
 PG0529.The dynamic height is computed by dividing the NAVD 88
 PG0529.geopotential number by the normal gravity value computed on the
 PG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0529.degrees latitude (g = 980.6199 gals.).
 PG0529
 PG0529.The modeled gravity was interpolated from observed gravity values.
 PG0529
 PG0529;                    North         East    Units  Estimated Accuracy
 PG0529;SPC NY E     -   667,770.      229,080.      MT  (+/- 180 meters Scaled)
 PG0529
 PG0529                          SUPERSEDED SURVEY CONTROL
 PG0529
 PG0529  NGVD 29 (??/??/??)   75.456  (m)          247.56   (f) ADJUSTED    1 1
 PG0529
 PG0529.Superseded values are not recommended for survey control.
 PG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0529.See file dsdata.txt to determine how the superseded data were derived.
 PG0529
 PG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ185664(NAD 83)
 PG0529_MARKER: DB = BENCH MARK DISK
 PG0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0529_SP_SET: CULVERT
 PG0529_STAMPING: B 363 1955
 PG0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0529
 PG0529  HISTORY     - Date     Condition        Report By
 PG0529  HISTORY     - 1955     MONUMENTED       CGS
 PG0529  HISTORY     - 1973     GOOD             NGS
 PG0529
 PG0529                          STATION DESCRIPTION
 PG0529
 PG0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0529'1.65 MI NE FROM WEST CHAZY.
 PG0529'ABOUT 1.65 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0529'THE CROSSING OF STATE HIGHWAY 348 AT WEST CHAZY, ABOUT 0.45 MILE
 PG0529'NORTHEAST OF MILE POST A 178= RP 13, AT THE CROSSING OF SLOSSON ROAD,
 PG0529'10.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 32 1/2 FEET NORTH OF CENTER
 PG0529'LINE OF THE ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 PG0529'CONCRETE HEADWALL OF A 6-FOOT CULVERT UNDER THE TRACK AND ABOUT 3 1/2
 PG0529'FEET BELOW THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0255 ***********************************************************************
 PH0255  DESIGNATION -  B 364
 PH0255  PID         -  PH0255
 PH0255  STATE/COUNTY-  NY/ESSEX
 PH0255  USGS QUAD   -  
 PH0255
 PH0255                         *CURRENT SURVEY CONTROL
 PH0255  ___________________________________________________________________
 PH0255* NAD 83(1986)-  44 16 39.     (N)    074 01 29.     (W)     SCALED    
 PH0255* NAVD 88     -       516.072  (meters)    1693.15   (feet)  ADJUSTED  
 PH0255  ___________________________________________________________________
 PH0255  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 PH0255  DYNAMIC HT  -         515.971 (meters)    1692.81  (feet)  COMP
 PH0255  MODELED GRAV-     980,405.7   (mgal)                       NAVD 88
 PH0255
 PH0255  VERT ORDER  -  SECOND    CLASS 0
 PH0255
 PH0255.The horizontal coordinates were scaled from a topographic map and have
 PH0255.an estimated accuracy of +/- 6 seconds.
 PH0255
 PH0255.The orthometric height was determined by differential leveling
 PH0255.and adjusted by the National Geodetic Survey in June 1991..
 PH0255
 PH0255.The geoid height was determined by GEOID03.
 PH0255
 PH0255.The dynamic height is computed by dividing the NAVD 88
 PH0255.geopotential number by the normal gravity value computed on the
 PH0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0255.degrees latitude (g = 980.6199 gals.).
 PH0255
 PH0255.The modeled gravity was interpolated from observed gravity values.
 PH0255
 PH0255;                    North         East    Units  Estimated Accuracy
 PH0255;SPC NY E     -   604,700.      187,940.      MT  (+/- 180 meters Scaled)
 PH0255
 PH0255                          SUPERSEDED SURVEY CONTROL
 PH0255
 PH0255  NGVD 29 (??/??/92)  516.152  (m)         1693.41   (f) ADJ UNCH    2 0
 PH0255
 PH0255.Superseded values are not recommended for survey control.
 PH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0255.See file dsdata.txt to determine how the superseded data were derived.
 PH0255
 PH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ778031(NAD 83)
 PH0255_MARKER: DB = BENCH MARK DISK
 PH0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0255_SP_SET: BRIDGE
 PH0255_STAMPING: B 364 1955
 PH0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0255
 PH0255  HISTORY     - Date     Condition        Report By
 PH0255  HISTORY     - 1955     MONUMENTED       CGS
 PH0255  HISTORY     - 1963     GOOD             LDA
 PH0255
 PH0255                          STATION DESCRIPTION
 PH0255
 PH0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PH0255'2.05 MI W FROM LAKE PLACID.
 PH0255'ABOUT 2.05 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PH0255'STATION AT LAKE PLACID, ABOUT 8 TELEPHONE POLES WEST OF MILE POST LP
 PH0255'2, IN THE TOP OF NORTH END OF WEST CONCRETE ABUTMENT OF RAILROAD
 PH0255'BRIDGE NO. 241-62, 9 FEET NORTH OF NORTH RAIL, 1 FOOT SOUTHWEST OF
 PH0255'NORTHEAST CORNER OF ABUTMENT AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 PH0255'TRACK.
 PH0255
 PH0255                          STATION RECOVERY (1963)
 PH0255
 PH0255'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1097 ***********************************************************************
 OE1097  DESIGNATION -  B 365
 OE1097  PID         -  OE1097
 OE1097  STATE/COUNTY-  NY/ONEIDA
 OE1097  USGS QUAD   -  SYLVAN BEACH (1993)
 OE1097
 OE1097                         *CURRENT SURVEY CONTROL
 OE1097  ___________________________________________________________________
 OE1097* NAD 83(1986)-  43 14 58.     (N)    075 40 37.     (W)     SCALED    
 OE1097* NAVD 88     -       146.824  (meters)     481.71   (feet)  ADJUSTED  
 OE1097  ___________________________________________________________________
 OE1097  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OE1097  DYNAMIC HT  -         146.790 (meters)     481.59  (feet)  COMP
 OE1097  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 OE1097
 OE1097  VERT ORDER  -  SECOND    CLASS 0
 OE1097
 OE1097.The horizontal coordinates were scaled from a topographic map and have
 OE1097.an estimated accuracy of +/- 6 seconds.
 OE1097
 OE1097.The orthometric height was determined by differential leveling
 OE1097.and adjusted by the National Geodetic Survey in June 1991..
 OE1097
 OE1097.The geoid height was determined by GEOID03.
 OE1097
 OE1097.The dynamic height is computed by dividing the NAVD 88
 OE1097.geopotential number by the normal gravity value computed on the
 OE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1097.degrees latitude (g = 980.6199 gals.).
 OE1097
 OE1097.The modeled gravity was interpolated from observed gravity values.
 OE1097
 OE1097;                    North         East    Units  Estimated Accuracy
 OE1097;SPC NY C     -   361,280.      323,600.      MT  (+/- 180 meters Scaled)
 OE1097
 OE1097                          SUPERSEDED SURVEY CONTROL
 OE1097
 OE1097  NGVD 29 (??/??/92)  147.019  (m)          482.34   (f) ADJ UNCH    2 0
 OE1097
 OE1097.Superseded values are not recommended for survey control.
 OE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1097.See file dsdata.txt to determine how the superseded data were derived.
 OE1097
 OE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN450887(NAD 83)
 OE1097_MARKER: DB = BENCH MARK DISK
 OE1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1097_SP_SET: CULVERT
 OE1097_STAMPING: B 365 1956
 OE1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1097
 OE1097  HISTORY     - Date     Condition        Report By
 OE1097  HISTORY     - 1956     MONUMENTED       CGS
 OE1097
 OE1097                          STATION DESCRIPTION
 OE1097
 OE1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OE1097'3.1 MI SE FROM MCCONNELLSVILLE.
 OE1097'0.7 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE NEW YORK CENTRAL
 OE1097'RAILROAD STATION AT MCCONNELLSVILLE, ONEIDA COUNTY, THENCE 1.0 MILE
 OE1097'SOUTHEAST ALONG A BLACK-TOP ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A
 OE1097'BLACK-TOP ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AND THENCE
 OE1097'0.2 MILE WEST ALONG A BLACK-TOP ROAD.  AT A 4-FOOT CONCRETE-BOX
 OE1097'CULVERT UNDER THE ROAD, IN THE TOP OF THE EAST END OF THE SOUTH
 OE1097'HEADWALL, 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 8 INCHES WEST
 OE1097'OF THE EAST END OF THE HEADWALL, AND 2 FEET BELOW THE LEVEL OF THE
 OE1097'ROAD.  A STANDARD DISK, STAMPED B 365 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0495 ***********************************************************************
 NC0495  DESIGNATION -  B 371
 NC0495  PID         -  NC0495
 NC0495  STATE/COUNTY-  NY/ERIE
 NC0495  USGS QUAD   -  ORCHARD PARK (1965)
 NC0495
 NC0495                         *CURRENT SURVEY CONTROL
 NC0495  ___________________________________________________________________
 NC0495* NAD 83(1986)-  42 57 43.     (N)    078 44 17.     (W)     SCALED    
 NC0495* NAVD 88     -       204.637  (meters)     671.38   (feet)  ADJUSTED  
 NC0495  ___________________________________________________________________
 NC0495  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC0495  DYNAMIC HT  -         204.584 (meters)     671.21  (feet)  COMP
 NC0495  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NC0495
 NC0495  VERT ORDER  -  SECOND    CLASS 0
 NC0495
 NC0495.The horizontal coordinates were scaled from a topographic map and have
 NC0495.an estimated accuracy of +/- 6 seconds.
 NC0495
 NC0495.The orthometric height was determined by differential leveling
 NC0495.and adjusted by the National Geodetic Survey in June 1991..
 NC0495
 NC0495.The geoid height was determined by GEOID03.
 NC0495
 NC0495.The dynamic height is computed by dividing the NAVD 88
 NC0495.geopotential number by the normal gravity value computed on the
 NC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0495.degrees latitude (g = 980.6199 gals.).
 NC0495
 NC0495.The modeled gravity was interpolated from observed gravity values.
 NC0495
 NC0495;                    North         East    Units  Estimated Accuracy
 NC0495;SPC NY W     -   328,950.      337,380.      MT  (+/- 180 meters Scaled)
 NC0495
 NC0495                          SUPERSEDED SURVEY CONTROL
 NC0495
 NC0495  NGVD 29 (??/??/92)  204.776  (m)          671.84   (f) ADJ UNCH    2 0
 NC0495
 NC0495.Superseded values are not recommended for survey control.
 NC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0495.See file dsdata.txt to determine how the superseded data were derived.
 NC0495
 NC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH844590(NAD 83)
 NC0495_MARKER: DB = BENCH MARK DISK
 NC0495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NC0495_SP_SET: CONCRETE MANHOLE COVER BASE
 NC0495_STAMPING: B 371 1955
 NC0495_MARK LOGO: CGS   
 NC0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0495+STABILITY: SURFACE MOTION
 NC0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0495+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2001
 NC0495
 NC0495  HISTORY     - Date     Condition        Report By
 NC0495  HISTORY     - 1955     MONUMENTED       CGS
 NC0495  HISTORY     - 1976     GOOD             NGS
 NC0495  HISTORY     - 1983     GOOD             NGS
 NC0495  HISTORY     - 1988     GOOD             USPSQD
 NC0495  HISTORY     - 19940810 GOOD             NGS
 NC0495  HISTORY     - 20011127 GOOD             LOCSUR
 NC0495
 NC0495                          STATION DESCRIPTION
 NC0495
 NC0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NC0495'IN WILLIAMSVILLE.
 NC0495'AT WILLIAMSVILLE IN CITY PARK ABOUT 225 FEET EAST OF MUNICIPAL
 NC0495'STANDPIPE.  75 FEET WEST OF CENTER LINE OF GARRISON STREET, IN
 NC0495'SOUTHEAST CORNER OF CONCRETE BASE OF MANHOLE COVER AND SET FLUSH WITH
 NC0495'CONCRETE.  A STANDARD DISK STAMPED B 371, 1955.
 NC0495
 NC0495                          STATION RECOVERY (1976)
 NC0495
 NC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NC0495'RECOVERED IN GOOD CONDITION.
 NC0495
 NC0495                          STATION RECOVERY (1983)
 NC0495
 NC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0495'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN
 NC0495'WILLIAMSVILLE, IN THE CITY PARK.  THE MARK STAMPED --B 371 1955-- IS A
 NC0495'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF A
 NC0495'63-INCH BY 95-INCH CONCRETE BASE FOR A MANHOLE COVER AND IS FLUSH WITH
 NC0495'THE GROUND.  IT IS 68.6 METERS (225 FT) EAST OF THE MUNICIPAL
 NC0495'STANDPIPE AND 22.9 METERS (75 FT) WEST OF THE CENTER OF GARRISON
 NC0495'STREET.
 NC0495
 NC0495                          STATION RECOVERY (1988)
 NC0495
 NC0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (OG)
 NC0495'RECOVERED IN GOOD CONDITION.
 NC0495
 NC0495                          STATION RECOVERY (1994)
 NC0495
 NC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 NC0495'OTHER ALIASES INCLUDE DOD 5858-0, NN 493 AND IGB 15228. STATION IS AT
 NC0495'VILLAGE PARK IN THE BUFFALO, NEW YORK, SUBURB OF WILLIAMSVILLE.
 NC0495'STATION IS 0.35 MI (0.56 KM) EAST OF WILLIAMSVILLE VILLAGE HALL AND
 NC0495'8.9 MI (14.3 KM) NE OF ERIE COUNTY COURTHOUSE.  TO ACCESS FROM EXIT 50
 NC0495'OF INTERSTATE 90 (NEW YORK THRUWAY) , GO NORTHERLY ON INTERSTATE 290
 NC0495'WEST.  GO ABOUT 0.5 MI (0.8 KM) TO EXIT 7B AND GO EASTERLY ON NY ROUTE
 NC0495'5 (MAIN STREET) .  FROM END OF EXIT RAMP, 1.35 MI (2.17 KM) AND TURN
 NC0495'SOUTH (RIGHT) ONTO GARRISON ROAD. GO 0.10 MI (0.16 KM) TO PARK AND
 NC0495'STATION ON RIGHT.  STATION IS 68.6 M (225.1 FT) EAST OF MUNICIPAL
 NC0495'STANDPIPE, 22.9 M (75.1 FT) WEST OF CENTER OF GARRISON ROAD, ABOUT 37
 NC0495'M (121.4 FT) SOUTH OF PARK DRIVE, AT THE EASTMOST (OF FIVE) CONCRETE
 NC0495'MANHOLE COVER BASE, AND SET IN A DRILL HOLE IN THE SE CORNER OF COVER
 NC0495'BASE.  THE 1.6 M (5.2 FT) BY 2.44 M (8.01 FT) BASE IS FLUSH WITH
 NC0495'GROUND.  THE STATION IS 20.7 M (67.9 FT) SE OF NE CORNER OF ANOTHER
 NC0495'BASE, 11.7 M (38.4 FT) NE OF NE CORNER OF A THIRD BASE, 34.2 M (112.2
 NC0495'FT) NW OF NW CORNER OF FOURTH BASE AND 40.0 M (131.2 FT) NE OF SE
 NC0495'CORNER OF 2.1 M (6.9 FT) FENCE AROUND WADING POOL.  STATION IS ACROSS
 NC0495'STREET FROM NUMBER 56 GARRISON ROAD.
 NC0495
 NC0495                          STATION RECOVERY (2001)
 NC0495
 NC0495'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SN)
 NC0495'THE STATION RECOVERY DESCRIPTION IS ADEQUATE. THE NGS DATA SHEET
 NC0495'SHOULD BE REVISED TO READ USGS QUAD - LANCASTER.  ORCHARD PARK IS NOT
 NC0495'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0160 ***********************************************************************
 KU0160  DESIGNATION -  B 372
 KU0160  PID         -  KU0160
 KU0160  STATE/COUNTY-  NY/SUFFOLK
 KU0160  USGS QUAD   -  EASTPORT (1956)
 KU0160
 KU0160                         *CURRENT SURVEY CONTROL
 KU0160  ___________________________________________________________________
 KU0160* NAD 83(1986)-  40 49 57.     (N)    072 37 30.     (W)     SCALED    
 KU0160* NAVD 88     -         9.562  (meters)      31.37   (feet)  ADJUSTED  
 KU0160  ___________________________________________________________________
 KU0160  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU0160  DYNAMIC HT  -           9.558 (meters)      31.36  (feet)  COMP
 KU0160  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 KU0160
 KU0160  VERT ORDER  -  SECOND    CLASS 0
 KU0160
 KU0160.The horizontal coordinates were scaled from a topographic map and have
 KU0160.an estimated accuracy of +/- 6 seconds.
 KU0160
 KU0160.The orthometric height was determined by differential leveling
 KU0160.and adjusted by the National Geodetic Survey in June 1991..
 KU0160
 KU0160.The geoid height was determined by GEOID03.
 KU0160
 KU0160.The dynamic height is computed by dividing the NAVD 88
 KU0160.geopotential number by the normal gravity value computed on the
 KU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0160.degrees latitude (g = 980.6199 gals.).
 KU0160
 KU0160.The modeled gravity was interpolated from observed gravity values.
 KU0160
 KU0160;                    North         East    Units  Estimated Accuracy
 KU0160;SPC NY L     -    74,850.      415,970.      MT  (+/- 180 meters Scaled)
 KU0160
 KU0160                          SUPERSEDED SURVEY CONTROL
 KU0160
 KU0160  NGVD 29 (??/??/92)    9.846  (m)           32.30   (f) ADJ UNCH    2 0
 KU0160
 KU0160.Superseded values are not recommended for survey control.
 KU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0160.See file dsdata.txt to determine how the superseded data were derived.
 KU0160
 KU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL002228(NAD 83)
 KU0160_MARKER: DB = BENCH MARK DISK
 KU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0160_STAMPING: B 372 1956
 KU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0160+STABILITY: SURFACE MOTION
 KU0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0160+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 KU0160
 KU0160  HISTORY     - Date     Condition        Report By
 KU0160  HISTORY     - 1956     MONUMENTED       CGS
 KU0160  HISTORY     - 1963     GOOD             NGS
 KU0160  HISTORY     - 1986     GOOD             USPSQD
 KU0160  HISTORY     - 1987     GOOD             USPSQD
 KU0160  HISTORY     - 19950328 GOOD             USPSQD
 KU0160  HISTORY     - 20030314 GOOD             INDIV
 KU0160
 KU0160                          STATION DESCRIPTION
 KU0160
 KU0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0160'1.3 MI W FROM QUOGUE.
 KU0160'1.3 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0160'RAILROAD STATION AT QUOGUE, 49 FEET SOUTHEAST OF MILE POST NO.
 KU0160'75, 46.4 FEET SOUTH OF SOUTH RAIL, 5 FEET WEST OF POWER POLE
 KU0160'NO. 1291, 3.5 FEET EAST OF A WITNESS POST, ABOUT 2 FEET ABOVE
 KU0160'THE LEVEL OF TRACK, SET IN TOP OF A CONCRETE POST PROJECTING
 KU0160'4 INCHES.  NOTE-- THIS MARK IS 1.4 MILE EAST OF THE LONG ISLAND
 KU0160'RAILROAD STATION AT WESTHAMPTON, N.Y.
 KU0160
 KU0160                          STATION RECOVERY (1963)
 KU0160
 KU0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KU0160'RECOVERED IN GOOD CONDITION.
 KU0160
 KU0160                          STATION RECOVERY (1986)
 KU0160
 KU0160'RECOVERY NOTE BY US POWER SQUADRON 1986 (KJ)
 KU0160'RECOVERED IN GOOD CONDITION.
 KU0160
 KU0160                          STATION RECOVERY (1987)
 KU0160
 KU0160'RECOVERY NOTE BY US POWER SQUADRON 1987 (JK)
 KU0160'RECOVERED IN GOOD CONDITION.
 KU0160
 KU0160                          STATION RECOVERY (1995)
 KU0160
 KU0160'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0160'RECOVERED IN GOOD CONDITION.
 KU0160
 KU0160                          STATION RECOVERY (2003)
 KU0160
 KU0160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RG)
 KU0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0300 ***********************************************************************
 LX0300  DESIGNATION -  B 373
 LX0300  PID         -  LX0300
 LX0300  STATE/COUNTY-  NY/SUFFOLK
 LX0300  USGS QUAD   -  GREENPORT (1956)
 LX0300
 LX0300                         *CURRENT SURVEY CONTROL
 LX0300  ___________________________________________________________________
 LX0300* NAD 83(1986)-  41 03 39.     (N)    072 22 03.     (W)     SCALED    
 LX0300* NAVD 88     -         2.326  (meters)       7.63   (feet)  ADJUSTED  
 LX0300  ___________________________________________________________________
 LX0300  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LX0300  DYNAMIC HT  -           2.325 (meters)       7.63  (feet)  COMP
 LX0300  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 LX0300
 LX0300  VERT ORDER  -  SECOND    CLASS 0
 LX0300
 LX0300.The horizontal coordinates were scaled from a topographic map and have
 LX0300.an estimated accuracy of +/- 6 seconds.
 LX0300
 LX0300.The orthometric height was determined by differential leveling
 LX0300.and adjusted by the National Geodetic Survey in June 1991..
 LX0300
 LX0300.The geoid height was determined by GEOID03.
 LX0300
 LX0300.The dynamic height is computed by dividing the NAVD 88
 LX0300.geopotential number by the normal gravity value computed on the
 LX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0300.degrees latitude (g = 980.6199 gals.).
 LX0300
 LX0300.The modeled gravity was interpolated from observed gravity values.
 LX0300
 LX0300;                    North         East    Units  Estimated Accuracy
 LX0300;SPC NY L     -   100,570.      437,220.      MT  (+/- 180 meters Scaled)
 LX0300
 LX0300                          SUPERSEDED SURVEY CONTROL
 LX0300
 LX0300  NGVD 29 (??/??/92)    2.614  (m)            8.58   (f) ADJ UNCH    2 0
 LX0300
 LX0300.Superseded values are not recommended for survey control.
 LX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0300.See file dsdata.txt to determine how the superseded data were derived.
 LX0300
 LX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL212488(NAD 83)
 LX0300_MARKER: DB = BENCH MARK DISK
 LX0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0300_STAMPING: B 373 1956
 LX0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0300+STABILITY: SURFACE MOTION
 LX0300
 LX0300  HISTORY     - Date     Condition        Report By
 LX0300  HISTORY     - 1956     MONUMENTED       CGS
 LX0300  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LX0300
 LX0300                          STATION DESCRIPTION
 LX0300
 LX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0300'2.4 MI NW FROM SHELTER ISLAND.
 LX0300'0.95 MILE NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE TOWN
 LX0300'HALL AT SHELTER ISLAND, THENCE 0.45 MILE WEST ALONG ROAD LEADING
 LX0300'TO SHELTER ISLAND HOUSE, THENCE 1 MILE SOUTH ALONG WEST NECK
 LX0300'ROAD, AT THE ENTRANCE TO WESTMORELAND FARM, 55 FEET SOUTH OF THE
 LX0300'CENTERLINE OF PRIVATE ROAD LEADING TO FARM, 20 FEET EAST OF THE
 LX0300'CENTERLINE OF WEST NECK ROAD, 2.3 FEET SOUTH OF POLE NO. 46,
 LX0300'1.8 FEET NORTH OF A WITNESS POST, SET IN TOP OF A CONCRETE POST
 LX0300'PROJECTING 2 INCHES.
 LX0300
 LX0300                          STATION RECOVERY (1986)
 LX0300
 LX0300'RECOVERY NOTE BY US POWER SQUADRON 1986 (JBL)
 LX0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0487 ***********************************************************************
 LX0487  DESIGNATION -  B 374
 LX0487  PID         -  LX0487
 LX0487  STATE/COUNTY-  NY/SUFFOLK
 LX0487  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX0487
 LX0487                         *CURRENT SURVEY CONTROL
 LX0487  ___________________________________________________________________
 LX0487* NAD 83(1986)-  41 00 50.     (N)    072 33 34.     (W)     SCALED    
 LX0487* NAVD 88     -         1.564  (meters)       5.13   (feet)  ADJUSTED  
 LX0487  ___________________________________________________________________
 LX0487  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX0487  DYNAMIC HT  -           1.563 (meters)       5.13  (feet)  COMP
 LX0487  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 LX0487
 LX0487  VERT ORDER  -  SECOND    CLASS 0
 LX0487
 LX0487.The horizontal coordinates were scaled from a topographic map and have
 LX0487.an estimated accuracy of +/- 6 seconds.
 LX0487
 LX0487.The orthometric height was determined by differential leveling
 LX0487.and adjusted by the National Geodetic Survey in June 1991..
 LX0487
 LX0487.The geoid height was determined by GEOID03.
 LX0487
 LX0487.The dynamic height is computed by dividing the NAVD 88
 LX0487.geopotential number by the normal gravity value computed on the
 LX0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0487.degrees latitude (g = 980.6199 gals.).
 LX0487
 LX0487.The modeled gravity was interpolated from observed gravity values.
 LX0487
 LX0487;                    North         East    Units  Estimated Accuracy
 LX0487;SPC NY L     -    95,080.      421,170.      MT  (+/- 180 meters Scaled)
 LX0487
 LX0487                          SUPERSEDED SURVEY CONTROL
 LX0487
 LX0487  NGVD 29 (??/??/92)    1.850  (m)            6.07   (f) ADJ UNCH    2 0
 LX0487
 LX0487.Superseded values are not recommended for survey control.
 LX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0487.See file dsdata.txt to determine how the superseded data were derived.
 LX0487
 LX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL052431(NAD 83)
 LX0487_MARKER: DB = BENCH MARK DISK
 LX0487_SETTING: 80 = SET IN A BOULDER
 LX0487_SP_SET: BOULDER
 LX0487_STAMPING: B 374 1956
 LX0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0487+STABILITY: SURFACE MOTION
 LX0487
 LX0487  HISTORY     - Date     Condition        Report By
 LX0487  HISTORY     - 1956     MONUMENTED       CGS
 LX0487  HISTORY     - 19951128 MARK NOT FOUND   USPSQD
 LX0487
 LX0487                          STATION DESCRIPTION
 LX0487
 LX0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0487'3 MI NW FROM MATTITUCK.
 LX0487'0.05 MILE SOUTH ALONG LOVE LANE FROM THE POST OFFICE AT MATTITUCK,
 LX0487'TO THE INTERSECTION OF LOVE LANE, STATE HIGHWAY NO. 25, AND
 LX0487'SOUND AVENUE, THENCE 1.05 MILE WEST ALONG SOUND AVENUE, THENCE
 LX0487'0.85 MILE NORTH ALONG COX NECK ROAD, THENCE 1.15 MILE NORTH ALONG
 LX0487'BREAKWATER ROAD, TO THE END OF THE ROAD, 538 FEET NORTH OF BENCH
 LX0487'MARK CHAS NO. 2, 104 FEET NORTHEAST OF POLE NO. 46, SET IN TOP
 LX0487'OF LARGE GRANITE BOULDER IN THE WEST JETTY AT MATTITUCK HARBOR
 LX0487'ENTRANCE, AND IS 180 PACES SOUTH OF THE WEST JETTY LIGHT.
 LX0487
 LX0487                          STATION RECOVERY (1995)
 LX0487
 LX0487'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0201 ***********************************************************************
 KU0201  DESIGNATION -  B 375
 KU0201  PID         -  KU0201
 KU0201  STATE/COUNTY-  NY/SUFFOLK
 KU0201  USGS QUAD   -  SAYVILLE (1976)
 KU0201
 KU0201                         *CURRENT SURVEY CONTROL
 KU0201  ___________________________________________________________________
 KU0201* NAD 83(1986)-  40 41 02.     (N)    073 00 17.     (W)     SCALED    
 KU0201* NAVD 88     -         2.875  (meters)       9.43   (feet)  ADJUSTED  
 KU0201  ___________________________________________________________________
 KU0201  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU0201  DYNAMIC HT  -           2.874 (meters)       9.43  (feet)  COMP
 KU0201  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 KU0201
 KU0201  VERT ORDER  -  SECOND    CLASS 0
 KU0201
 KU0201.The horizontal coordinates were scaled from a topographic map and have
 KU0201.an estimated accuracy of +/- 6 seconds.
 KU0201
 KU0201.The orthometric height was determined by differential leveling
 KU0201.and adjusted by the National Geodetic Survey in June 1991..
 KU0201
 KU0201.The geoid height was determined by GEOID03.
 KU0201
 KU0201.The dynamic height is computed by dividing the NAVD 88
 KU0201.geopotential number by the normal gravity value computed on the
 KU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0201.degrees latitude (g = 980.6199 gals.).
 KU0201
 KU0201.The modeled gravity was interpolated from observed gravity values.
 KU0201
 KU0201;                    North         East    Units  Estimated Accuracy
 KU0201;SPC NY L     -    57,910.      384,140.      MT  (+/- 180 meters Scaled)
 KU0201
 KU0201                          SUPERSEDED SURVEY CONTROL
 KU0201
 KU0201  NGVD 29 (??/??/92)    3.20   (m)           10.5    (f) COMPUTED    2 0
 KU0201
 KU0201.Superseded values are not recommended for survey control.
 KU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0201.See file dsdata.txt to determine how the superseded data were derived.
 KU0201
 KU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL686055(NAD 83)
 KU0201_MARKER: DB = BENCH MARK DISK
 KU0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0201_SP_SET: FOUNDATION
 KU0201_STAMPING: B 375 1956
 KU0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0201
 KU0201  HISTORY     - Date     Condition        Report By
 KU0201  HISTORY     - 1956     MONUMENTED       CGS
 KU0201
 KU0201                          STATION DESCRIPTION
 KU0201
 KU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0201'AT DAVIS PARK.
 KU0201'AT DAVIS PARK WATER CO. INC. ON PROPERTY OF MAP OF JOSEPH
 KU0201'GERARD, 0.05 MILE WEST ALONG MAIN WALK FROM THE POST OFFICE AT
 KU0201'DAVIS PARK, 47.7 FEET NORTH OF THE NORTH EDGE OF MAIN WALK, 44.4
 KU0201'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE TRIMMED
 KU0201'IN BLUE, 24.1 FEET EAST OF THE EAST EDGE OF FIRST WALK, SET
 KU0201'VERTICALLY IN THE SOUTH END OF THE WEST CONCRETE FOUNDATION OF
 KU0201'THE DAVIS PARK WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0712 ***********************************************************************
 KU0712  DESIGNATION -  B 376
 KU0712  PID         -  KU0712
 KU0712  STATE/COUNTY-  NY/SUFFOLK
 KU0712  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0712
 KU0712                         *CURRENT SURVEY CONTROL
 KU0712  ___________________________________________________________________
 KU0712* NAD 83(1986)-  40 41 07.     (N)    073 16 48.     (W)     SCALED    
 KU0712* NAVD 88     -         4.106  (meters)      13.47   (feet)  ADJUSTED  
 KU0712  ___________________________________________________________________
 KU0712  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU0712  DYNAMIC HT  -           4.105 (meters)      13.47  (feet)  COMP
 KU0712  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 KU0712
 KU0712  VERT ORDER  -  SECOND    CLASS 0
 KU0712
 KU0712.The horizontal coordinates were scaled from a topographic map and have
 KU0712.an estimated accuracy of +/- 6 seconds.
 KU0712
 KU0712.The orthometric height was determined by differential leveling
 KU0712.and adjusted by the National Geodetic Survey in June 1991..
 KU0712
 KU0712.The geoid height was determined by GEOID03.
 KU0712
 KU0712.The dynamic height is computed by dividing the NAVD 88
 KU0712.geopotential number by the normal gravity value computed on the
 KU0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0712.degrees latitude (g = 980.6199 gals.).
 KU0712
 KU0712.The modeled gravity was interpolated from observed gravity values.
 KU0712
 KU0712;                    North         East    Units  Estimated Accuracy
 KU0712;SPC NY L     -    57,840.      360,860.      MT  (+/- 180 meters Scaled)
 KU0712
 KU0712                          SUPERSEDED SURVEY CONTROL
 KU0712
 KU0712  NGVD 29 (??/??/92)    4.469  (m)           14.66   (f) ADJ UNCH    2 0
 KU0712
 KU0712.Superseded values are not recommended for survey control.
 KU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0712.See file dsdata.txt to determine how the superseded data were derived.
 KU0712
 KU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL453052(NAD 83)
 KU0712_MARKER: DB = BENCH MARK DISK
 KU0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0712_SP_SET: SIDEWALK
 KU0712_STAMPING: B 376 1956
 KU0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0712
 KU0712  HISTORY     - Date     Condition        Report By
 KU0712  HISTORY     - 1956     MONUMENTED       CGS
 KU0712  HISTORY     - 1985     GOOD             USPSQD
 KU0712  HISTORY     - 1989     GOOD             USPSQD
 KU0712  HISTORY     - 20030509 MARK NOT FOUND   USPSQD
 KU0712  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 KU0712
 KU0712                          STATION DESCRIPTION
 KU0712
 KU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0712'3.9 MI SW FROM BAYSHORE.
 KU0712'2 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0712'AT BAYSHORE, THENCE 1.9 MILE SOUTH ALONG PARKWAY, SET IN TOP
 KU0712'AND AT THE NORTH END OF THE WEST CONCRETE SIDEWALK OF THE TWO
 KU0712'MILE LONG BRIDGE OVER GREAT SOUTH BAY, 15 FEET WEST OF THE
 KU0712'CENTERLINE OF THE CAPTREE PARKWAY, 2.5 FEET WEST OF THE EAST
 KU0712'EDGE OF SIDEWALK AND 0.8 FOOT ABOVE BRIDGE FLOOR, 0.6 FOOT SOUTH
 KU0712'OF THE NORTH END OF BRIDGE.
 KU0712
 KU0712                          STATION RECOVERY (1985)
 KU0712
 KU0712'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0712''CAPTREE PARKWAY' HAS BEEN RENAMED 'ROBERT MOSES CAUSEWAY' NOTE: A
 KU0712'SECOND BRIDGE WAS ADDED EAST OF THE ORIGINAL BRIDGE. THE ORIGINAL
 KU0712'BRIDGE IS USED FOR SOUTH BOUND TRAFFIC ONLY. THE DISK IS LOCATED ON
 KU0712'THE ORIGINAL BRIDGE.
 KU0712
 KU0712                          STATION RECOVERY (1989)
 KU0712
 KU0712'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 KU0712'RECOVERED IN GOOD CONDITION.
 KU0712
 KU0712                          STATION RECOVERY (2003)
 KU0712
 KU0712'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0712'SINCE THE 1985 REPORT THE ENTIRE ROADWAY HAS BEEN REPLACED.
 KU0712
 KU0712                          STATION RECOVERY (2004)
 KU0712
 KU0712'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1566 ***********************************************************************
 KU1566  DESIGNATION -  B 377
 KU1566  PID         -  KU1566
 KU1566  STATE/COUNTY-  NY/NASSAU
 KU1566  USGS QUAD   -  FREEPORT (1979)
 KU1566
 KU1566                         *CURRENT SURVEY CONTROL
 KU1566  ___________________________________________________________________
 KU1566* NAD 83(1986)-  40 38 24.     (N)    073 30 24.     (W)     SCALED    
 KU1566* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 KU1566  ___________________________________________________________________
 KU1566  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU1566  DYNAMIC HT  -           4.903 (meters)      16.09  (feet)  COMP
 KU1566  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 KU1566
 KU1566  VERT ORDER  -  SECOND    CLASS 0
 KU1566
 KU1566.The horizontal coordinates were scaled from a topographic map and have
 KU1566.an estimated accuracy of +/- 6 seconds.
 KU1566
 KU1566.The orthometric height was determined by differential leveling
 KU1566.and adjusted by the National Geodetic Survey in June 1991..
 KU1566
 KU1566.The geoid height was determined by GEOID03.
 KU1566
 KU1566.The dynamic height is computed by dividing the NAVD 88
 KU1566.geopotential number by the normal gravity value computed on the
 KU1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1566.degrees latitude (g = 980.6199 gals.).
 KU1566
 KU1566.The modeled gravity was interpolated from observed gravity values.
 KU1566
 KU1566;                    North         East    Units  Estimated Accuracy
 KU1566;SPC NY L     -    52,680.      341,730.      MT  (+/- 180 meters Scaled)
 KU1566
 KU1566                          SUPERSEDED SURVEY CONTROL
 KU1566
 KU1566  NGVD 29 (??/??/92)    5.256  (m)           17.24   (f) ADJ UNCH    2 0
 KU1566
 KU1566.Superseded values are not recommended for survey control.
 KU1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1566.See file dsdata.txt to determine how the superseded data were derived.
 KU1566
 KU1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK262998(NAD 83)
 KU1566_MARKER: DB = BENCH MARK DISK
 KU1566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1566_SP_SET: ABUTMENT
 KU1566_STAMPING: B 377 1956
 KU1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1566
 KU1566  HISTORY     - Date     Condition        Report By
 KU1566  HISTORY     - 1956     MONUMENTED       CGS
 KU1566  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KU1566  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KU1566
 KU1566                          STATION DESCRIPTION
 KU1566
 KU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1566'3.2 MI NE FROM JONES BEACH.
 KU1566'3.25 MILES NORTH ALONG JONES BEACH CAUSEWAY FROM THE WATER
 KU1566'TOWER AT JONES BEACH, NASSAU COUNTY, AT A CONCRETE BRIDGE OVER
 KU1566'A CHANNEL, IN THE TOP OF THE SOUTHEAST ABUTMENT, 37 FEET
 KU1566'NORTHEAST OF THE CENTERLINE OF THE CAUSEWAY, 6 INCHES NORTHEAST
 KU1566'OF THE SOUTHEAST END OF THE BRIDGE, AND ABOUT 6 INCHES ABOVE THE
 KU1566'FLOOR OF THE BRIDGE.
 KU1566
 KU1566                          STATION RECOVERY (1988)
 KU1566
 KU1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (JH)
 KU1566'MARK NOT FOUND.
 KU1566
 KU1566                          STATION RECOVERY (1988)
 KU1566
 KU1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2119 ***********************************************************************
 KU2119  DESIGNATION -  B 377 RESET 1982
 KU2119  PID         -  KU2119
 KU2119  STATE/COUNTY-  NY/NASSAU
 KU2119  USGS QUAD   -  FREEPORT (1979)
 KU2119
 KU2119                         *CURRENT SURVEY CONTROL
 KU2119  ___________________________________________________________________
 KU2119* NAD 83(1986)-  40 38 24.     (N)    073 30 24.     (W)     SCALED    
 KU2119* NAVD 88     -         4.91   (meters)      16.1    (feet)  RESET     
 KU2119  ___________________________________________________________________
 KU2119  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU2119
 KU2119  VERT ORDER  -  THIRD
 KU2119
 KU2119.The horizontal coordinates were scaled from a topographic map and have
 KU2119.an estimated accuracy of +/- 6 seconds.
 KU2119
 KU2119.The orthometric height was computed from unverified reset data.
 KU2119.No vertical observational check was made to the station.
 KU2119
 KU2119.The geoid height was determined by GEOID03.
 KU2119
 KU2119;                    North         East    Units  Estimated Accuracy
 KU2119;SPC NY L     -    52,680.      341,730.      MT  (+/- 180 meters Scaled)
 KU2119
 KU2119                          SUPERSEDED SURVEY CONTROL
 KU2119
 KU2119  NGVD 29 (09/01/04)    5.26   (m)           17.3    (f) RESET       3  
 KU2119
 KU2119.Superseded values are not recommended for survey control.
 KU2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2119.See file dsdata.txt to determine how the superseded data were derived.
 KU2119
 KU2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK262998(NAD 83)
 KU2119_MARKER: DB = BENCH MARK DISK
 KU2119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU2119_SP_SET: ABUTMENT
 KU2119_STAMPING: B 377 RESET 1982
 KU2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2119+STABILITY: SURFACE MOTION
 KU2119
 KU2119  HISTORY     - Date     Condition        Report By
 KU2119  HISTORY     - 1982     MONUMENTED       NGS
 KU2119
 KU2119                          STATION DESCRIPTION
 KU2119
 KU2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KU2119'5.2 KM (3.25 MI) NE FROM JONES BEACH.
 KU2119'5.2 KM (3.25 MI) MORTH ALONG WANTAGH STATE PARKWAY FROM THE WATER
 KU2119'TOWER IN JONES BEACH, TO A BRIDGE OVER A CHANNEL, IN THE SOUTHWEST
 KU2119'CORNER OF ABUTMENT OF BRIDGE, 11.9 METERS (39.0 FT) SOUTHWEST OF THE
 KU2119'CENTER OF THE HIGHWAY, 0.9 METERS (3.0 FT) SOUTHWEST OF A METAL GUARD
 KU2119'RAIL, AND 0.6 METER (2.0 FT) NORTH OF THE SOUTH END OF BRIDGE ABUTMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0636 ***********************************************************************
 KU0636  DESIGNATION -  B 378
 KU0636  PID         -  KU0636
 KU0636  STATE/COUNTY-  NY/SUFFOLK
 KU0636  USGS QUAD   -  AMITYVILLE (1979)
 KU0636
 KU0636                         *CURRENT SURVEY CONTROL
 KU0636  ___________________________________________________________________
 KU0636* NAD 83(1986)-  40 41 16.     (N)    073 24 49.     (W)     SCALED    
 KU0636* NAVD 88     -         8.478  (meters)      27.81   (feet)  ADJUSTED  
 KU0636  ___________________________________________________________________
 KU0636  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU0636  DYNAMIC HT  -           8.475 (meters)      27.81  (feet)  COMP
 KU0636  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 KU0636
 KU0636  VERT ORDER  -  SECOND    CLASS 0
 KU0636
 KU0636.The horizontal coordinates were scaled from a topographic map and have
 KU0636.an estimated accuracy of +/- 6 seconds.
 KU0636
 KU0636.The orthometric height was determined by differential leveling
 KU0636.and adjusted by the National Geodetic Survey in June 1991..
 KU0636
 KU0636.The geoid height was determined by GEOID03.
 KU0636
 KU0636.The dynamic height is computed by dividing the NAVD 88
 KU0636.geopotential number by the normal gravity value computed on the
 KU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0636.degrees latitude (g = 980.6199 gals.).
 KU0636
 KU0636.The modeled gravity was interpolated from observed gravity values.
 KU0636
 KU0636;                    North         East    Units  Estimated Accuracy
 KU0636;SPC NY L     -    58,030.      349,570.      MT  (+/- 180 meters Scaled)
 KU0636
 KU0636                          SUPERSEDED SURVEY CONTROL
 KU0636
 KU0636  NGVD 29 (??/??/92)    8.847  (m)           29.03   (f) ADJ UNCH    2 0
 KU0636
 KU0636.Superseded values are not recommended for survey control.
 KU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0636.See file dsdata.txt to determine how the superseded data were derived.
 KU0636
 KU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL340053(NAD 83)
 KU0636_MARKER: DB = BENCH MARK DISK
 KU0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0636_STAMPING: B 378 1956
 KU0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0636+STABILITY: SURFACE MOTION
 KU0636
 KU0636  HISTORY     - Date     Condition        Report By
 KU0636  HISTORY     - 1956     MONUMENTED       CGS
 KU0636  HISTORY     - 19980402 MARK NOT FOUND   USPSQD
 KU0636  HISTORY     - 20040823 MARK NOT FOUND   USPSQD
 KU0636
 KU0636                          STATION DESCRIPTION
 KU0636
 KU0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0636'0.2 MI N FROM AMITYVILLE.
 KU0636'0.25 MILE NORTH ALONG BROADWAY FROM THE MUNICIPAL BUILDING AT
 KU0636'AMITYVILLE, SUFFOLK COUNTY, THENCE 0.4 MILE NORTHEAST ALONG
 KU0636'ALBANY AVENUE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KU0636'SUNRISE HIGHWAY (STATE HIGHWAY 27), 78.6 FEET EAST OF THE
 KU0636'CENTERLINE OF THE AVENUE, 43.2 FEET SOUTH OF THE CENTERLINE OF THE
 KU0636'EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 61.8 FEET EAST OF POWER
 KU0636'POLE 21, 5.6 FEET WEST OF A 12-INCH TREE, AND 2.3 FEET EAST OF A
 KU0636'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 378 1956
 KU0636'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KU0636'GROUND.
 KU0636
 KU0636                          STATION RECOVERY (1998)
 KU0636
 KU0636'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU0636'MARK NOT FOUND.
 KU0636
 KU0636                          STATION RECOVERY (2004)
 KU0636
 KU0636'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0637 ***********************************************************************
 KU0637  DESIGNATION -  B 378 RESET 1961
 KU0637  PID         -  KU0637
 KU0637  STATE/COUNTY-  NY/SUFFOLK
 KU0637  USGS QUAD   -  AMITYVILLE (1979)
 KU0637
 KU0637                         *CURRENT SURVEY CONTROL
 KU0637  ___________________________________________________________________
 KU0637* NAD 83(1986)-  40 41 16.     (N)    073 24 49.     (W)     SCALED    
 KU0637* NAVD 88     -         8.43   (+/-2cm)      27.7    (feet)  VERTCON   
 KU0637  ___________________________________________________________________
 KU0637  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU0637
 KU0637  VERT ORDER  -  THIRD (See Below)
 KU0637
 KU0637.The horizontal coordinates were scaled from a topographic map and have
 KU0637.an estimated accuracy of +/- 6 seconds.
 KU0637
 KU0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0637.The vertical order pertains to the NGVD 29 superseded value.
 KU0637
 KU0637.The geoid height was determined by GEOID03.
 KU0637
 KU0637;                    North         East    Units  Estimated Accuracy
 KU0637;SPC NY L     -    58,030.      349,570.      MT  (+/- 180 meters Scaled)
 KU0637
 KU0637                          SUPERSEDED SURVEY CONTROL
 KU0637
 KU0637  NGVD 29 (??/??/??)    8.80   (m)           28.9    (f) RESET       3  
 KU0637
 KU0637.Superseded values are not recommended for survey control.
 KU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0637.See file dsdata.txt to determine how the superseded data were derived.
 KU0637
 KU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL340053(NAD 83)
 KU0637_MARKER: Z = SEE DESCRIPTION
 KU0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0637+STABILITY: SURFACE MOTION
 KU0637
 KU0637  HISTORY     - Date     Condition        Report By
 KU0637  HISTORY     - 1961     MONUMENTED       CGS
 KU0637  HISTORY     - 1961     GOOD             NGS
 KU0637  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0637  HISTORY     - 20040910 MARK NOT FOUND   USPSQD
 KU0637
 KU0637                          STATION DESCRIPTION
 KU0637
 KU0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KU0637'0.2 MI W FROM AMITYVILLE.
 KU0637'THIS MARK IS LOCATED 0.25 MILE NORTH ALONG BROADWAY FROM THE
 KU0637'MUNICIPAL BUILDING AT AMITYVILLE, THENCE 0.4 MILE NORTHEAST ALONG
 KU0637'ALBANY AVENUE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KU0637'SUNRISE HIGHWAY (STATE HIGHWAY 27), 78.6 FEET EAST OF THE
 KU0637'CENTERLINE OF THE AVENUE, 50.4 FEET SOUTH OF THE CENTERLINE OF THE
 KU0637'EASTBOUND TRAFFIC LANE OF THE HIGHWAY, 61.8 FEET EAST OF POWER
 KU0637'POLE 21, 8 FEET SOUTH OF NEW CURB LINE (TO BE BUILT), AND SET IN
 KU0637'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KU0637'MARK TYPE UNSPECIFIED.
 KU0637
 KU0637                          STATION RECOVERY (1985)
 KU0637
 KU0637'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0637'MARK NOT FOUND.
 KU0637
 KU0637                          STATION RECOVERY (2004)
 KU0637
 KU0637'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1172 ***********************************************************************
 PG1172  DESIGNATION -  B 379
 PG1172  PID         -  PG1172
 PG1172  STATE/COUNTY-  NY/CLINTON
 PG1172  USGS QUAD   -  REDFORD (1968)
 PG1172
 PG1172                         *CURRENT SURVEY CONTROL
 PG1172  ___________________________________________________________________
 PG1172* NAD 83(1986)-  44 35 36.     (N)    073 51 48.     (W)     SCALED    
 PG1172* NAVD 88     -       356.220  (meters)    1168.70   (feet)  ADJUSTED  
 PG1172  ___________________________________________________________________
 PG1172  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PG1172  DYNAMIC HT  -         356.175 (meters)    1168.55  (feet)  COMP
 PG1172  MODELED GRAV-     980,481.7   (mgal)                       NAVD 88
 PG1172
 PG1172  VERT ORDER  -  SECOND    CLASS 0
 PG1172
 PG1172.The horizontal coordinates were scaled from a topographic map and have
 PG1172.an estimated accuracy of +/- 6 seconds.
 PG1172
 PG1172.The orthometric height was determined by differential leveling
 PG1172.and adjusted by the National Geodetic Survey in June 1991..
 PG1172
 PG1172.The geoid height was determined by GEOID03.
 PG1172
 PG1172.The dynamic height is computed by dividing the NAVD 88
 PG1172.geopotential number by the normal gravity value computed on the
 PG1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1172.degrees latitude (g = 980.6199 gals.).
 PG1172
 PG1172.The modeled gravity was interpolated from observed gravity values.
 PG1172
 PG1172;                    North         East    Units  Estimated Accuracy
 PG1172;SPC NY E     -   639,880.      200,550.      MT  (+/- 180 meters Scaled)
 PG1172
 PG1172                          SUPERSEDED SURVEY CONTROL
 PG1172
 PG1172  NGVD 29 (??/??/??)  356.262  (m)         1168.84   (f) ADJUSTED    2 0
 PG1172
 PG1172.Superseded values are not recommended for survey control.
 PG1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1172.See file dsdata.txt to determine how the superseded data were derived.
 PG1172
 PG1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ902384(NAD 83)
 PG1172_MARKER: DB = BENCH MARK DISK
 PG1172_SETTING: 80 = SET IN A BOULDER
 PG1172_SP_SET: BOULDER
 PG1172_STAMPING: B 379 1961
 PG1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1172+STABILITY: SURFACE MOTION
 PG1172
 PG1172  HISTORY     - Date     Condition        Report By
 PG1172  HISTORY     - 1961     MONUMENTED       CGS
 PG1172
 PG1172                          STATION DESCRIPTION
 PG1172
 PG1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1172'1.2 MI W FROM CLAYBURG.
 PG1172'ABOUT 1.2 MILE WEST ALONG STATE HWY 3 FROM THE CLAYBURG HOTEL IN
 PG1172'CLAYBURG, SET IN TOP AND AT THE NORTH WEST CORNER OF THE HIGHEST PART
 PG1172'OF A 4 FT. X 4 FT. X 3 IN. BOULDER ON A SMALL HILL, ABOUT 300 YARDS
 PG1172'EAST-SOUTH EAST OF A TWO-STORY FRAME HOUSE WHICH SETS BACK ABOUT 200
 PG1172'YARDS FROM THE HIGHWAY, 5 FEET SOUTH EAST OF A STANDARD METAL WITNESS
 PG1172'POST, 63 FEET WEST-NORTH WEST OF THE NORTH END OF A HEADWALL FOR
 PG1172'CULVERT, 62 FEET NORTH OF THE CENTERLINE OF THE STATE HWY AND ABOUT 8
 PG1172'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0989 ***********************************************************************
 PG0989  DESIGNATION -  B 380
 PG0989  PID         -  PG0989
 PG0989  STATE/COUNTY-  NY/ESSEX
 PG0989  USGS QUAD   -  
 PG0989
 PG0989                         *CURRENT SURVEY CONTROL
 PG0989  ___________________________________________________________________
 PG0989* NAD 83(1986)-  44 16 57.     (N)    073 33 45.     (W)     SCALED    
 PG0989* NAVD 88     -       185.440  (meters)     608.40   (feet)  ADJUSTED  
 PG0989  ___________________________________________________________________
 PG0989  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 PG0989  DYNAMIC HT  -         185.412 (meters)     608.31  (feet)  COMP
 PG0989  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PG0989
 PG0989  VERT ORDER  -  SECOND    CLASS 0
 PG0989
 PG0989.The horizontal coordinates were scaled from a topographic map and have
 PG0989.an estimated accuracy of +/- 6 seconds.
 PG0989
 PG0989.The orthometric height was determined by differential leveling
 PG0989.and adjusted by the National Geodetic Survey in June 1991..
 PG0989
 PG0989.The geoid height was determined by GEOID03.
 PG0989
 PG0989.The dynamic height is computed by dividing the NAVD 88
 PG0989.geopotential number by the normal gravity value computed on the
 PG0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0989.degrees latitude (g = 980.6199 gals.).
 PG0989
 PG0989.The modeled gravity was interpolated from observed gravity values.
 PG0989
 PG0989;                    North         East    Units  Estimated Accuracy
 PG0989;SPC NY E     -   605,580.      224,830.      MT  (+/- 180 meters Scaled)
 PG0989
 PG0989                          SUPERSEDED SURVEY CONTROL
 PG0989
 PG0989  NGVD 29 (??/??/??)  185.576  (m)          608.84   (f) ADJUSTED    2 0
 PG0989
 PG0989.Superseded values are not recommended for survey control.
 PG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0989.See file dsdata.txt to determine how the superseded data were derived.
 PG0989
 PG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ147042(NAD 83)
 PG0989_MARKER: DB = BENCH MARK DISK
 PG0989_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PG0989_SP_SET: BRIDGE WINGWALL
 PG0989_STAMPING: B 380 1961
 PG0989_MARK LOGO: CGS   
 PG0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0989
 PG0989  HISTORY     - Date     Condition        Report By
 PG0989  HISTORY     - 1961     MONUMENTED       CGS
 PG0989  HISTORY     - 19961210 GOOD             LOCENG
 PG0989
 PG0989                          STATION DESCRIPTION
 PG0989
 PG0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0989'0.5 MI N FROM LEWIS.
 PG0989'ABOUT 0.5 MILE NORTH OF THE POST OFFICE IN LEWIS ON THE LEFT.  ABOUT 2
 PG0989'FEET SOUTH OF THE SOUTH END OF GUARD RAIL, ABOUT 33 FEET SOUTH OF
 PG0989'POWER POLE NUMBER 113, ABOUT 16 FEET WEST OF THE CENTERLINE OF US
 PG0989'HIGHWAY 9, ABOUT 2 FEET SOUTH OF A STEEL WITNESS POST WITH SIGN AND
 PG0989'SET IN NORTH END OF THE WEST CULVERT GUARD OF THE BRIDGE ABOUT 6
 PG0989'INCHES ABOVE THE LEVEL OF US HIGHWAY 9.
 PG0989
 PG0989                          STATION RECOVERY (1996)
 PG0989
 PG0989'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SA)
 PG0989'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC8392 ***********************************************************************
 AC8392  DESIGNATION -  B 380 RESET
 AC8392  PID         -  AC8392
 AC8392  STATE/COUNTY-  NY/ESSEX
 AC8392  USGS QUAD   -  
 AC8392
 AC8392                         *CURRENT SURVEY CONTROL
 AC8392  ___________________________________________________________________
 AC8392* NAD 83(1986)-  44 16 57.     (N)    073 33 45.     (W)     SCALED    
 AC8392* NAVD 88     -       185.468  (meters)     608.49   (feet)  ADJUSTED  
 AC8392  ___________________________________________________________________
 AC8392  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AC8392  DYNAMIC HT  -         185.441 (meters)     608.40  (feet)  COMP
 AC8392  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 AC8392
 AC8392  VERT ORDER  -  SECOND    CLASS II
 AC8392
 AC8392.The horizontal coordinates were scaled from a topographic map and have
 AC8392.an estimated accuracy of +/- 6 seconds.
 AC8392
 AC8392.The orthometric height was determined by differential leveling
 AC8392.and adjusted by the National Geodetic Survey in August 2004..
 AC8392
 AC8392.The geoid height was determined by GEOID03.
 AC8392
 AC8392.The dynamic height is computed by dividing the NAVD 88
 AC8392.geopotential number by the normal gravity value computed on the
 AC8392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8392.degrees latitude (g = 980.6199 gals.).
 AC8392
 AC8392.The modeled gravity was interpolated from observed gravity values.
 AC8392
 AC8392;                    North         East    Units  Estimated Accuracy
 AC8392;SPC NY E     -   605,580.      224,830.      MT  (+/- 180 meters Scaled)
 AC8392
 AC8392                          SUPERSEDED SURVEY CONTROL
 AC8392
 AC8392  NAVD 88 (09/01/04)  185.468  (m)          608.49   (f) UNKNOWN     3 0
 AC8392
 AC8392.Superseded values are not recommended for survey control.
 AC8392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8392.See file dsdata.txt to determine how the superseded data were derived.
 AC8392
 AC8392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ147042(NAD 83)
 AC8392_MARKER: DV = VERTICAL CONTROL DISK
 AC8392_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8392_SP_SET: BRIDGE WINGWALL
 AC8392_STAMPING: B 380 RESET 1996
 AC8392_MARK LOGO: NGS   
 AC8392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8392+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 AC8392
 AC8392  HISTORY     - Date     Condition        Report By
 AC8392  HISTORY     - 1996     MONUMENTED       LOCENG
 AC8392  HISTORY     - 20030624 GOOD             NYDT
 AC8392  HISTORY     - 20030624 GOOD             NYDT
 AC8392  HISTORY     - 20051007 GOOD             NYDT
 AC8392
 AC8392                          STATION DESCRIPTION
 AC8392
 AC8392'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SA)
 AC8392'0.5 MILES (0.8 KM) NORTH ALONG US HIGHWAY 9 FROM THE POST OFFICE IN
 AC8392'LEWIS, SPRUCEMILL CREEK, IN THE NORTHWEST WINGWALL OF BRIDGE, 22.7
 AC8392'FEET (6.9 M) WEST OF CENTERLINE OF US HIGHWAY 9, 43.4 FEET (13.2 M)
 AC8392'SOUTH OF POWER POLE NUMBER NYNEX 48, AND 1.8 FEET (0.5 M) SOUTHEAST OF
 AC8392'CORNER OF WINGWALL.
 AC8392
 AC8392                          STATION RECOVERY (2003)
 AC8392
 AC8392'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 AC8392'RECOVERED IN GOOD CONDITION.
 AC8392
 AC8392                          STATION RECOVERY (2003)
 AC8392
 AC8392'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DLN)
 AC8392'RECOVERED AS DESCRIBED.
 AC8392
 AC8392                          STATION RECOVERY (2005)
 AC8392
 AC8392'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 AC8392'MARK IS GPSABLE BUT HAS OBSTRUCTIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0909 ***********************************************************************
 PG0909  DESIGNATION -  B 381
 PG0909  PID         -  PG0909
 PG0909  STATE/COUNTY-  NY/CLINTON
 PG0909  USGS QUAD   -  
 PG0909
 PG0909                         *CURRENT SURVEY CONTROL
 PG0909  ___________________________________________________________________
 PG0909* NAD 83(1986)-  44 26 37.     (N)    073 39 44.     (W)     SCALED    
 PG0909* NAVD 88     -       162.847  (meters)     534.27   (feet)  ADJUSTED  
 PG0909  ___________________________________________________________________
 PG0909  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PG0909  DYNAMIC HT  -         162.829 (meters)     534.21  (feet)  COMP
 PG0909  MODELED GRAV-     980,501.3   (mgal)                       NAVD 88
 PG0909
 PG0909  VERT ORDER  -  SECOND    CLASS 0
 PG0909
 PG0909.The horizontal coordinates were scaled from a topographic map and have
 PG0909.an estimated accuracy of +/- 6 seconds.
 PG0909
 PG0909.The orthometric height was determined by differential leveling
 PG0909.and adjusted by the National Geodetic Survey in June 1991..
 PG0909
 PG0909.The geoid height was determined by GEOID03.
 PG0909
 PG0909.The dynamic height is computed by dividing the NAVD 88
 PG0909.geopotential number by the normal gravity value computed on the
 PG0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0909.degrees latitude (g = 980.6199 gals.).
 PG0909
 PG0909.The modeled gravity was interpolated from observed gravity values.
 PG0909
 PG0909;                    North         East    Units  Estimated Accuracy
 PG0909;SPC NY E     -   623,390.      216,690.      MT  (+/- 180 meters Scaled)
 PG0909
 PG0909                          SUPERSEDED SURVEY CONTROL
 PG0909
 PG0909  NGVD 29 (??/??/??)  162.962  (m)          534.65   (f) ADJUSTED    2 0
 PG0909
 PG0909.Superseded values are not recommended for survey control.
 PG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0909.See file dsdata.txt to determine how the superseded data were derived.
 PG0909
 PG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ064220(NAD 83)
 PG0909_MARKER: DB = BENCH MARK DISK
 PG0909_SETTING: 66 = SET IN ROCK OUTCROP
 PG0909_SP_SET: BED ROCK
 PG0909_STAMPING: B 381 1961
 PG0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0909+STABILITY: POSITION/ELEVATION WELL
 PG0909
 PG0909  HISTORY     - Date     Condition        Report By
 PG0909  HISTORY     - 1961     MONUMENTED       CGS
 PG0909
 PG0909                          STATION DESCRIPTION
 PG0909
 PG0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0909'0.3 MI E FROM AUSABLE FORKS.
 PG0909'ABOUT 0.3 MILE EAST ALONG US HIGHWAY 9N FROM THE DELAWARE AND HUDSON
 PG0909'RAILROAD STATION AT AUSABLE FORKS, IN YARD SOUTHWEST OF HOUSE ON LEFT.
 PG0909'ABOUT 11 1/2 FEET SOUTHWEST OF A 10 INCH PINE TREE, ABOUT 46 FEET
 PG0909'WEST OF THE CENTER LINE OF US 9N, ABOUT 33 FEET SOUTHWEST OF THE
 PG0909'SOUTHWEST CORNER OF HOUSE, ABOUT 28 1/2 FEET NORTHWEST OF A 30 INCH
 PG0909'TREE AND SET IN A DRILLHOLE IN OUTCROPPING BEDROCK ABOUT LEVEL WITH US
 PG0909'HIGHWAY 9N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0594 ***********************************************************************
 KV0594  DESIGNATION -  B 384
 KV0594  PID         -  KV0594
 KV0594  STATE/COUNTY-  NY/NEW YORK
 KV0594  USGS QUAD   -  JERSEY CITY (1981)
 KV0594
 KV0594                         *CURRENT SURVEY CONTROL
 KV0594  ___________________________________________________________________
 KV0594* NAD 83(1986)-  40 43 22.     (N)    074 00 25.     (W)     SCALED    
 KV0594* NAVD 88     -         3.897  (meters)      12.79   (feet)  ADJUSTED  
 KV0594  ___________________________________________________________________
 KV0594  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV0594  DYNAMIC HT  -           3.895 (meters)      12.78  (feet)  COMP
 KV0594  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 KV0594
 KV0594  VERT ORDER  -  FIRST     CLASS I
 KV0594
 KV0594.The horizontal coordinates were scaled from a topographic map and have
 KV0594.an estimated accuracy of +/- 6 seconds.
 KV0594
 KV0594.The orthometric height was determined by differential leveling
 KV0594.and adjusted by the National Geodetic Survey in June 1991..
 KV0594
 KV0594.The geoid height was determined by GEOID03.
 KV0594
 KV0594.The dynamic height is computed by dividing the NAVD 88
 KV0594.geopotential number by the normal gravity value computed on the
 KV0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0594.degrees latitude (g = 980.6199 gals.).
 KV0594
 KV0594.The modeled gravity was interpolated from observed gravity values.
 KV0594
 KV0594;                    North         East    Units  Estimated Accuracy
 KV0594;SPC NY E     -   209,880.      191,650.      MT  (+/- 180 meters Scaled)
 KV0594
 KV0594                          SUPERSEDED SURVEY CONTROL
 KV0594
 KV0594  NGVD 29 (04/16/92)    4.234  (m)           13.89   (f) ADJUSTED    1 1
 KV0594
 KV0594.Superseded values are not recommended for survey control.
 KV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0594.See file dsdata.txt to determine how the superseded data were derived.
 KV0594
 KV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL838084(NAD 83)
 KV0594_MARKER: DB = BENCH MARK DISK
 KV0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0594_SP_SET: RETAINING WALL
 KV0594_STAMPING: B 384 1965
 KV0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0594+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2000
 KV0594
 KV0594  HISTORY     - Date     Condition        Report By
 KV0594  HISTORY     - 1965     MONUMENTED       CGS
 KV0594  HISTORY     - 1974     GOOD             NGS
 KV0594  HISTORY     - 20000207 GOOD             PORANY
 KV0594
 KV0594                          STATION DESCRIPTION
 KV0594
 KV0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0594'AT NEW YORK.
 KV0594'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, AT THE EXIT OF THE
 KV0594'SOUTH TUBE OF THE HOLLAND TUNNEL, AT THE INTERSECTION OF CANAL
 KV0594'AND VARICH STREET, SET ON THE TOP OF A CONCRETE RETAINING WALL
 KV0594'ON THE EAST SIDE OF TUNNEL, 1.4 FEET SOUTH OF THE SOUTH END OF
 KV0594'THE CONCRETE WALL, 96 FEET NORTHWEST OF THE NORTHWEST CURB OF
 KV0594'VARICH STREET, 11.2 FEET WEST OF THE WEST CURB OF CANAL STREET,
 KV0594'5.3 FEET EAST OF THE EAST CURB TO THE TUNNEL, ABOUT 3 FEET ABOVE
 KV0594'THE LEVEL OF THE SIDEWALK, AND ABOUT 100 YARDS EAST OF TUNNEL
 KV0594'ENTRANCE.
 KV0594
 KV0594                          STATION RECOVERY (1974)
 KV0594
 KV0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0594'RECOVERED IN GOOD CONDITION.
 KV0594
 KV0594                          STATION RECOVERY (2000)
 KV0594
 KV0594'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0594'RECOVERED USING PORT AUTHORITY OF NEW YORK AND NEW JERSEY TOPO MAP
 KV0594'WITH DIRECT TIES.  IN DESCRIPTION 'VARICH' SHOULD READ 'VARRICK'
 KV0594'STREET.  AN IRON POST FENCE INSTALLED OVER MARK, MAY BE USED WITH DUE
 KV0594'CARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1709 ***********************************************************************
 KU1709  DESIGNATION -  B 385
 KU1709  PID         -  KU1709
 KU1709  STATE/COUNTY-  NY/WESTCHESTER
 KU1709  USGS QUAD   -  MOUNT VERNON (1979)
 KU1709
 KU1709                         *CURRENT SURVEY CONTROL
 KU1709  ___________________________________________________________________
 KU1709* NAD 83(1986)-  40 54 37.     (N)    073 47 15.     (W)     SCALED    
 KU1709* NAVD 88     -        32.711  (meters)     107.32   (feet)  ADJUSTED  
 KU1709  ___________________________________________________________________
 KU1709  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU1709  DYNAMIC HT  -          32.699 (meters)     107.28  (feet)  COMP
 KU1709  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 KU1709
 KU1709  VERT ORDER  -  FIRST     CLASS I
 KU1709
 KU1709.The horizontal coordinates were scaled from a topographic map and have
 KU1709.an estimated accuracy of +/- 6 seconds.
 KU1709
 KU1709.The orthometric height was determined by differential leveling
 KU1709.and adjusted by the National Geodetic Survey in June 1991..
 KU1709
 KU1709.The geoid height was determined by GEOID03.
 KU1709
 KU1709.The dynamic height is computed by dividing the NAVD 88
 KU1709.geopotential number by the normal gravity value computed on the
 KU1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1709.degrees latitude (g = 980.6199 gals.).
 KU1709
 KU1709.The modeled gravity was interpolated from observed gravity values.
 KU1709
 KU1709;                    North         East    Units  Estimated Accuracy
 KU1709;SPC NY E     -   230,830.      210,020.      MT  (+/- 180 meters Scaled)
 KU1709
 KU1709                          SUPERSEDED SURVEY CONTROL
 KU1709
 KU1709  NGVD 29 (??/??/92)   33.032  (m)          108.37   (f) ADJ UNCH    1 1
 KU1709
 KU1709.Superseded values are not recommended for survey control.
 KU1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1709.See file dsdata.txt to determine how the superseded data were derived.
 KU1709
 KU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL021295(NAD 83)
 KU1709_MARKER: DB = BENCH MARK DISK
 KU1709_SETTING: 66 = SET IN ROCK OUTCROP
 KU1709_SP_SET: BEDROCK
 KU1709_STAMPING: B 385 1965
 KU1709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1709+STABILITY: POSITION/ELEVATION WELL
 KU1709
 KU1709  HISTORY     - Date     Condition        Report By
 KU1709  HISTORY     - 1965     MONUMENTED       CGS
 KU1709  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU1709  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1709
 KU1709                          STATION DESCRIPTION
 KU1709
 KU1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU1709'AT NEW ROCHELLE.
 KU1709'AT NEW ROCHELLE, NEAR THE INTERSECTION OF UNION AVENUE AND
 KU1709'ODELL PLACE, ON THE GROUNDS OF WASHINGTON SCHOOL, SET IN THE TOP
 KU1709'AT ABOUT THE HIGHEST POINT OF A BEDROCK ON A SMALL HILL IN THE
 KU1709'SCHOOL GROUND, 89 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 KU1709'THE SCHOOL BUILDING, 118 FEET SOUTH OF THE SOUTH CURB OF UNION
 KU1709'AVENUE, 84 FEET WEST OF THE WEST CURB OF ODEL PLACE AND ABOUT
 KU1709'3 FEET ABOVE THE LEVEL OF UNION AVENUE.
 KU1709
 KU1709                          STATION RECOVERY (1986)
 KU1709
 KU1709'RECOVERY NOTE BY US POWER SQUADRON 1986 (WLS)
 KU1709'MARK NOT FOUND.
 KU1709
 KU1709                          STATION RECOVERY (1989)
 KU1709
 KU1709'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 KU1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0362 ***********************************************************************
 KU0362  DESIGNATION -  B 386
 KU0362  PID         -  KU0362
 KU0362  STATE/COUNTY-  NY/SUFFOLK
 KU0362  USGS QUAD   -  RIVERHEAD (1956)
 KU0362
 KU0362                         *CURRENT SURVEY CONTROL
 KU0362  ___________________________________________________________________
 KU0362* NAD 83(1986)-  40 56 10.     (N)    072 38 55.     (W)     SCALED    
 KU0362* NAVD 88     -         3.449  (meters)      11.32   (feet)  ADJUSTED  
 KU0362  ___________________________________________________________________
 KU0362  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU0362  DYNAMIC HT  -           3.448 (meters)      11.31  (feet)  COMP
 KU0362  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 KU0362
 KU0362  VERT ORDER  -  SECOND    CLASS 0
 KU0362
 KU0362.The horizontal coordinates were scaled from a topographic map and have
 KU0362.an estimated accuracy of +/- 6 seconds.
 KU0362
 KU0362.The orthometric height was determined by differential leveling
 KU0362.and adjusted by the National Geodetic Survey in June 1991..
 KU0362
 KU0362.The geoid height was determined by GEOID03.
 KU0362
 KU0362.The dynamic height is computed by dividing the NAVD 88
 KU0362.geopotential number by the normal gravity value computed on the
 KU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0362.degrees latitude (g = 980.6199 gals.).
 KU0362
 KU0362.The modeled gravity was interpolated from observed gravity values.
 KU0362
 KU0362;                    North         East    Units  Estimated Accuracy
 KU0362;SPC NY L     -    86,320.      413,800.      MT  (+/- 180 meters Scaled)
 KU0362
 KU0362                          SUPERSEDED SURVEY CONTROL
 KU0362
 KU0362  NGVD 29 (??/??/92)    3.739  (m)           12.27   (f) ADJ UNCH    2 0
 KU0362
 KU0362.Superseded values are not recommended for survey control.
 KU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0362.See file dsdata.txt to determine how the superseded data were derived.
 KU0362
 KU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL979343(NAD 83)
 KU0362_MARKER: DB = BENCH MARK DISK
 KU0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0362_SP_SET: CONCRETE CATCH BASIN
 KU0362_STAMPING: B 386 1965
 KU0362_MARK LOGO: CGS   
 KU0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0362
 KU0362  HISTORY     - Date     Condition        Report By
 KU0362  HISTORY     - 1965     MONUMENTED       CGS
 KU0362  HISTORY     - 1988     GOOD             USPSQD
 KU0362  HISTORY     - 1991     GOOD             USPSQD
 KU0362  HISTORY     - 19951025 GOOD             NYDT
 KU0362  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 KU0362
 KU0362                          STATION DESCRIPTION
 KU0362
 KU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU0362'1.8 MI NE FROM RIVERHEAD.
 KU0362'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE
 KU0362'RIVERHEAD SAVINGS BANK AT RIVERHEAD, NEAR THE JUNCTION OF COUNTY
 KU0362'ROAD NO. 58, SET ON THE TOP OF THE SOUTH CORNER OF A 4-BY-4 FOOT
 KU0362'CONCRETE CATCH BASIN WITH IRON COVER WHICH IS 6 FEET DEEP, 72
 KU0362'YARDS SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 22 1/2
 KU0362'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75.0 FEET
 KU0362'SOUTH OF AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF EDWARDS
 KU0362'DISCOUNT CENTER, 49 1/2 FEET SOUTHWEST OF POWER LINE POLE NO. 79
 KU0362'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KU0362
 KU0362                          STATION RECOVERY (1988)
 KU0362
 KU0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU0362'RECOVERED IN GOOD CONDITION.
 KU0362
 KU0362                          STATION RECOVERY (1991)
 KU0362
 KU0362'RECOVERY NOTE BY US POWER SQUADRON 1991 (TR)
 KU0362'RECOVERED IN GOOD CONDITION.
 KU0362
 KU0362                          STATION RECOVERY (1995)
 KU0362
 KU0362'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (SDE)
 KU0362'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION.  EDWARDS DISCOUNT
 KU0362'CENTER IS NOW EDWARDS SPORTING GOODS.  SITE IS NOT SUITABLE FOR
 KU0362'SATELLITE OBSERVATIONS -TREES-.  -BUT NEARBY TRAFFIC ISLAND AT
 KU0362'INTERSECTION IS GOOD FOR ELEVATION TRANSFER-.
 KU0362
 KU0362                          STATION RECOVERY (2004)
 KU0362
 KU0362'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1821 ***********************************************************************
 NC1821  DESIGNATION -  B 387 RESET
 NC1821  PID         -  NC1821
 NC1821  STATE/COUNTY-  NY/CATTARAUGUS
 NC1821  USGS QUAD   -  ASHFORD (1964)
 NC1821
 NC1821                         *CURRENT SURVEY CONTROL
 NC1821  ___________________________________________________________________
 NC1821* NAD 83(1986)-  42 20 39.     (N)    078 36 37.     (W)     SCALED    
 NC1821* NAVD 88     -       513.83   (meters)    1685.8    (feet)  RESET     
 NC1821  ___________________________________________________________________
 NC1821  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NC1821
 NC1821  VERT ORDER  -  THIRD
 NC1821
 NC1821.The horizontal coordinates were scaled from a topographic map and have
 NC1821.an estimated accuracy of +/- 6 seconds.
 NC1821
 NC1821.The orthometric height was computed from unverified reset data.
 NC1821.No vertical observational check was made to the station.
 NC1821
 NC1821.The geoid height was determined by GEOID03.
 NC1821
 NC1821;                    North         East    Units  Estimated Accuracy
 NC1821;SPC NY W     -   260,320.      347,780.      MT  (+/- 180 meters Scaled)
 NC1821
 NC1821                          SUPERSEDED SURVEY CONTROL
 NC1821
 NC1821  NGVD 29 (09/01/04)  513.98   (m)         1686.3    (f) RESET       3  
 NC1821
 NC1821.Superseded values are not recommended for survey control.
 NC1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1821.See file dsdata.txt to determine how the superseded data were derived.
 NC1821
 NC1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG968907(NAD 83)
 NC1821_MARKER: DV = VERTICAL CONTROL DISK
 NC1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1821_SP_SET: CONCRETE POST
 NC1821_STAMPING: B 387 RESET 1992
 NC1821_MARK LOGO: NGS   
 NC1821_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1821+STABILITY: SURFACE MOTION
 NC1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1821+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 NC1821
 NC1821  HISTORY     - Date     Condition        Report By
 NC1821  HISTORY     - 1992     MONUMENTED       LOCENG
 NC1821  HISTORY     - 20021018 GOOD             USPSQD
 NC1821  HISTORY     - 20060329 GOOD             USPSQD
 NC1821
 NC1821                          STATION DESCRIPTION
 NC1821
 NC1821'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NC1821'ABOUT 1.6 MILES (2.6 KM) NORTH ALONG THE BUFFALO AND PITTSBURGH
 NC1821'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 242 IN ASHFORD, NEAR
 NC1821'FANCY TRACT ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST, 14.9
 NC1821'FEET (4.5 M) NORTHWEST OF THE NORTHWEST RAIL, 20.5 FEET (6.2 M) SOUTH
 NC1821'OF THE CENTERLINE OF FANCY TRACT ROAD AND 1.4 FEET (0.4 M) BELOW THE
 NC1821'LEVEL OF THE RAILROAD TRACKS.
 NC1821
 NC1821                          STATION RECOVERY (2002)
 NC1821
 NC1821'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC1821'RECOVERED IN GOOD CONDITION.
 NC1821
 NC1821                          STATION RECOVERY (2006)
 NC1821
 NC1821'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0471 ***********************************************************************
 NC0471  DESIGNATION -  B 388
 NC0471  PID         -  NC0471
 NC0471  STATE/COUNTY-  NY/ERIE
 NC0471  USGS QUAD   -  COLDEN (1979)
 NC0471
 NC0471                         *CURRENT SURVEY CONTROL
 NC0471  ___________________________________________________________________
 NC0471* NAD 83(1986)-  42 43 23.     (N)    078 40 51.     (W)     SCALED    
 NC0471* NAVD 88     -       307.306  (meters)    1008.22   (feet)  ADJUSTED  
 NC0471  ___________________________________________________________________
 NC0471  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NC0471  DYNAMIC HT  -         307.206 (meters)    1007.89  (feet)  COMP
 NC0471  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 NC0471
 NC0471  VERT ORDER  -  FIRST     CLASS I
 NC0471
 NC0471.The horizontal coordinates were scaled from a topographic map and have
 NC0471.an estimated accuracy of +/- 6 seconds.
 NC0471
 NC0471.The orthometric height was determined by differential leveling
 NC0471.and adjusted by the National Geodetic Survey in June 1991..
 NC0471
 NC0471.The geoid height was determined by GEOID03.
 NC0471
 NC0471.The dynamic height is computed by dividing the NAVD 88
 NC0471.geopotential number by the normal gravity value computed on the
 NC0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0471.degrees latitude (g = 980.6199 gals.).
 NC0471
 NC0471.The modeled gravity was interpolated from observed gravity values.
 NC0471
 NC0471;                    North         East    Units  Estimated Accuracy
 NC0471;SPC NY W     -   302,410.      342,020.      MT  (+/- 180 meters Scaled)
 NC0471
 NC0471                          SUPERSEDED SURVEY CONTROL
 NC0471
 NC0471  NGVD 29 (??/??/92)  307.459  (m)         1008.72   (f) ADJ UNCH    1 1
 NC0471
 NC0471.Superseded values are not recommended for survey control.
 NC0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0471.See file dsdata.txt to determine how the superseded data were derived.
 NC0471
 NC0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH898326(NAD 83)
 NC0471_MARKER: DB = BENCH MARK DISK
 NC0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0471_STAMPING: B 388 1967
 NC0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0471+STABILITY: SURFACE MOTION
 NC0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0471+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 NC0471
 NC0471  HISTORY     - Date     Condition        Report By
 NC0471  HISTORY     - 1967     MONUMENTED       CGS
 NC0471  HISTORY     - 20030513 GOOD             NYDT
 NC0471
 NC0471                          STATION DESCRIPTION
 NC0471
 NC0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0471'4.3 MI SE FROM ORCHARD PARK.
 NC0471'ABOUT 4.3 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0471'THE STATION AT ORCHARD PARK, 0.2 MILE SOUTHEAST OF MILEPOST 13, AT THE
 NC0471'JEWETTVILLE RAILROAD SIDING, 318 FEET SOUTHEAST OF THE CENTER OF THE
 NC0471'CROSSING OF OLD STATE HIGHWAY 240 (A BLACK TOPPED ROAD), 62 FEET
 NC0471'NORTHEAST OF AND CROSS A SIDING FROM THE NORTHEAST RAIL OF THE MAIN
 NC0471'TRACK, 31 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 240, 3
 NC0471'FEET SOUTHEAST OF MILEAGE POLE 13.10, 2 FEET NORTHWEST OF A METAL
 NC0471'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 NC0471'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 NC0471
 NC0471                          STATION RECOVERY (2003)
 NC0471
 NC0471'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (GLE)
 NC0471'ADDITIONAL TIE - 27.4 METERS (90') NORTH EAST OF REFERENCE MARKER
 NC0471'240-5301-1162
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0446 ***********************************************************************
 NC0446  DESIGNATION -  B 389
 NC0446  PID         -  NC0446
 NC0446  STATE/COUNTY-  NY/ERIE
 NC0446  USGS QUAD   -  SPRINGVILLE (1954)
 NC0446
 NC0446                         *CURRENT SURVEY CONTROL
 NC0446  ___________________________________________________________________
 NC0446* NAD 83(1986)-  42 30 12.     (N)    078 40 48.     (W)     SCALED    
 NC0446* NAVD 88     -       404.219  (meters)    1326.18   (feet)  ADJUSTED  
 NC0446  ___________________________________________________________________
 NC0446  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NC0446  DYNAMIC HT  -         404.078 (meters)    1325.71  (feet)  COMP
 NC0446  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 NC0446
 NC0446  VERT ORDER  -  FIRST     CLASS I
 NC0446
 NC0446.The horizontal coordinates were scaled from a topographic map and have
 NC0446.an estimated accuracy of +/- 6 seconds.
 NC0446
 NC0446.The orthometric height was determined by differential leveling
 NC0446.and adjusted by the National Geodetic Survey in June 1991..
 NC0446
 NC0446.The geoid height was determined by GEOID03.
 NC0446
 NC0446.The dynamic height is computed by dividing the NAVD 88
 NC0446.geopotential number by the normal gravity value computed on the
 NC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0446.degrees latitude (g = 980.6199 gals.).
 NC0446
 NC0446.The modeled gravity was interpolated from observed gravity values.
 NC0446
 NC0446;                    North         East    Units  Estimated Accuracy
 NC0446;SPC NY W     -   278,000.      342,060.      MT  (+/- 180 meters Scaled)
 NC0446
 NC0446                          SUPERSEDED SURVEY CONTROL
 NC0446
 NC0446  NGVD 29 (??/??/92)  404.374  (m)         1326.68   (f) ADJ UNCH    1 1
 NC0446
 NC0446.Superseded values are not recommended for survey control.
 NC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0446.See file dsdata.txt to determine how the superseded data were derived.
 NC0446
 NC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH906082(NAD 83)
 NC0446_MARKER: DB = BENCH MARK DISK
 NC0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0446_SP_SET: 58 FEET
 NC0446_STAMPING: B 389 1967
 NC0446_MARK LOGO: CGS   
 NC0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0446+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 NC0446
 NC0446  HISTORY     - Date     Condition        Report By
 NC0446  HISTORY     - 1967     MONUMENTED       CGS
 NC0446  HISTORY     - 1968     GOOD             LDA
 NC0446  HISTORY     - 19940913 GOOD             LOCENG
 NC0446  HISTORY     - 20031124 GOOD             USPSQD
 NC0446
 NC0446                          STATION DESCRIPTION
 NC0446
 NC0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0446'0.45 MI SW FROM SPRINGVILLE.
 NC0446'ABOUT 0.45 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0446'THE CROSSING OF STATE HIGHWAY 39 (MAIN STREET) AT SPRINGVILLE, NEAR
 NC0446'MILEPOST 30, 319 FEET WEST-SOUTHWEST OF THE CENTER OF A PRIVATE FIELD
 NC0446'ROAD CROSSING, 23 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 NC0446'TRACK, 1.5 FEET NORTHEAST OF MILEPOST 30, 2 FEET SOUTH OF A METAL
 NC0446'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON
 NC0446'THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 NC0446'PROTECTED BY A 6 INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 NC0446'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 58
 NC0446'FEET.
 NC0446
 NC0446                          STATION RECOVERY (1968)
 NC0446
 NC0446'RECOVERY NOTE BY L DICKERSON ASSOC 1968
 NC0446'RECOVERED IN GOOD CONDITION.
 NC0446
 NC0446                          STATION RECOVERY (1994)
 NC0446
 NC0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (TJ)
 NC0446'RECOVERED IN GOOD CONDITION.  NOTE--PARK AT THE COMMERCE PARK ON
 NC0446'WAVEERLY STREET AND HEAD STRAIGHT FOR RAILROAD TRACKS.
 NC0446
 NC0446                          STATION RECOVERY (2003)
 NC0446
 NC0446'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0446'MARK IS LOCATED IN DENSE WOODS AND UNDERGROWTH.  METAL WITNESS POST IS
 NC0446'MISSING AND IN ITS PLACE A SECTION OF RAILROAD TRACK PAINTED WHITE AND
 NC0446'PROJECTING FIVE FEET ABOVE THE GROUND MARKS THE LOCATION OF THE
 NC0446'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0130 ***********************************************************************
 KU0130  DESIGNATION -  B 39
 KU0130  PID         -  KU0130
 KU0130  STATE/COUNTY-  NY/SUFFOLK
 KU0130  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0130
 KU0130                         *CURRENT SURVEY CONTROL
 KU0130  ___________________________________________________________________
 KU0130* NAD 83(1986)-  40 56 57.     (N)    072 56 01.     (W)     SCALED    
 KU0130* NAVD 88     -        48.660  (meters)     159.65   (feet)  ADJUSTED  
 KU0130  ___________________________________________________________________
 KU0130  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KU0130  DYNAMIC HT  -          48.643 (meters)     159.59  (feet)  COMP
 KU0130  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 KU0130
 KU0130  VERT ORDER  -  SECOND    CLASS 0
 KU0130
 KU0130.The horizontal coordinates were scaled from a topographic map and have
 KU0130.an estimated accuracy of +/- 6 seconds.
 KU0130
 KU0130.The orthometric height was determined by differential leveling
 KU0130.and adjusted by the National Geodetic Survey in June 1991..
 KU0130
 KU0130.The geoid height was determined by GEOID03.
 KU0130
 KU0130.The dynamic height is computed by dividing the NAVD 88
 KU0130.geopotential number by the normal gravity value computed on the
 KU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0130.degrees latitude (g = 980.6199 gals.).
 KU0130
 KU0130.The modeled gravity was interpolated from observed gravity values.
 KU0130
 KU0130;                    North         East    Units  Estimated Accuracy
 KU0130;SPC NY L     -    87,440.      389,790.      MT  (+/- 180 meters Scaled)
 KU0130
 KU0130                          SUPERSEDED SURVEY CONTROL
 KU0130
 KU0130  NGVD 29 (??/??/92)   48.958  (m)          160.62   (f) ADJ UNCH    2 0
 KU0130
 KU0130.Superseded values are not recommended for survey control.
 KU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0130.See file dsdata.txt to determine how the superseded data were derived.
 KU0130
 KU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL739351(NAD 83)
 KU0130_MARKER: DB = BENCH MARK DISK
 KU0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0130_SP_SET: BRIDGE SEAT
 KU0130_STAMPING: 160.623 B 39 1932
 KU0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0130
 KU0130  HISTORY     - Date     Condition        Report By
 KU0130  HISTORY     - 1932     MONUMENTED       CGS
 KU0130  HISTORY     - 1935     POOR             NGS
 KU0130  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KU0130
 KU0130                          STATION DESCRIPTION
 KU0130
 KU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0130'0.5 MI W FROM ROCKY POINT.
 KU0130'0.5 MILE WEST ALONG THE ABANDONED WADING RIVER BRANCH OF THE LONG
 KU0130'ISLAND RAILROAD FROM ROCKY POINT, SUFFOLK COUNTY, 3-3/4 POLES
 KU0130'(125 FEET) WEST OF MILEPOST 64, 100 YARDS EAST OF ROCKY POINT
 KU0130'SCHOOL, AT RAILROAD BRIDGE P 642 OVER A COUNTY ROAD, IN THE BRIDGE
 KU0130'SEAT OF THE EAST ABUTMENT, 8 FEET SOUTH OF THE SOUTH RAIL, AND 31
 KU0130'INCHES BELOW THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 KU0130'160.623 B 39 1932.  NOTE-- IT WAS REPORTED IN FEBRUARY 1935 THAT
 KU0130'THE DISK IS SLIGHTLY MUTILATED.
 KU0130
 KU0130                          STATION RECOVERY (1935)
 KU0130
 KU0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU0130'MARK RECOVERED IN POOR CONDITION.
 KU0130
 KU0130                          STATION RECOVERY (1988)
 KU0130
 KU0130'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2325 ***********************************************************************
 PH2325  DESIGNATION -  B 390 RESET
 PH2325  PID         -  PH2325
 PH2325  STATE/COUNTY-  NY/FRANKLIN
 PH2325  USGS QUAD   -  HOGANSBURG (1987)
 PH2325
 PH2325                         *CURRENT SURVEY CONTROL
 PH2325  ___________________________________________________________________
 PH2325* NAD 83(1986)-  44 58 41.     (N)    074 41 45.     (W)     SCALED    
 PH2325* NAVD 88     -        65.03   (meters)     213.4    (feet)  RESET     
 PH2325  ___________________________________________________________________
 PH2325  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 PH2325
 PH2325  VERT ORDER  -  THIRD
 PH2325
 PH2325.The horizontal coordinates were scaled from a topographic map and have
 PH2325.an estimated accuracy of +/- 6 seconds.
 PH2325
 PH2325.The orthometric height was computed from unverified reset data.
 PH2325.No vertical observational check was made to the station.
 PH2325
 PH2325.The geoid height was determined by GEOID03.
 PH2325
 PH2325;                    North         East    Units  Estimated Accuracy
 PH2325;SPC NY E     -   682,450.      134,560.      MT  (+/- 180 meters Scaled)
 PH2325
 PH2325                          SUPERSEDED SURVEY CONTROL
 PH2325
 PH2325.No superseded survey control is available for this station.
 PH2325
 PH2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ239805(NAD 83)
 PH2325_MARKER: DB = BENCH MARK DISK
 PH2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2325_SP_SET: CONCRETE POST
 PH2325_STAMPING: B 390 1985
 PH2325_MARK LOGO: NGS   
 PH2325_PROJECTION: FLUSH
 PH2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2325+STABILITY: SURFACE MOTION
 PH2325
 PH2325  HISTORY     - Date     Condition        Report By
 PH2325  HISTORY     - 1985     MONUMENTED       RBNF
 PH2325
 PH2325                          STATION DESCRIPTION
 PH2325
 PH2325'DESCRIBED BY RESEARCHED BUT NOT FOUND 1985
 PH2325'2.4 KM (1.50 MI) NW FROM HOGANSBURG.
 PH2325'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE HIGHWAY BRIDGE
 PH2325'OVER ST REGIS RIVER IN HOGANSBURG, IN TOP AND CENTER OF THE NORTH
 PH2325'HEADWALL, AND 32.3 FT NORTH OF THE CENTERLINE OF HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0065 ***********************************************************************
 PH0065  DESIGNATION -  B 391
 PH0065  PID         -  PH0065
 PH0065  STATE/COUNTY-  NY/FRANKLIN
 PH0065  USGS QUAD   -  MALONE (1964)
 PH0065
 PH0065                         *CURRENT SURVEY CONTROL
 PH0065  ___________________________________________________________________
 PH0065* NAD 83(1986)-  44 51 00.     (N)    074 16 43.     (W)     SCALED    
 PH0065* NAVD 88     -       213.676  (meters)     701.04   (feet)  ADJUSTED  
 PH0065  ___________________________________________________________________
 PH0065  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 PH0065  DYNAMIC HT  -         213.663 (meters)     700.99  (feet)  COMP
 PH0065  MODELED GRAV-     980,552.2   (mgal)                       NAVD 88
 PH0065
 PH0065  VERT ORDER  -  FIRST     CLASS I
 PH0065
 PH0065.The horizontal coordinates were scaled from a topographic map and have
 PH0065.an estimated accuracy of +/- 6 seconds.
 PH0065
 PH0065.The orthometric height was determined by differential leveling
 PH0065.and adjusted by the National Geodetic Survey in June 1991..
 PH0065
 PH0065.The geoid height was determined by GEOID03.
 PH0065
 PH0065.The dynamic height is computed by dividing the NAVD 88
 PH0065.geopotential number by the normal gravity value computed on the
 PH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0065.degrees latitude (g = 980.6199 gals.).
 PH0065
 PH0065.The modeled gravity was interpolated from observed gravity values.
 PH0065
 PH0065;                    North         East    Units  Estimated Accuracy
 PH0065;SPC NY E     -   668,230.      167,500.      MT  (+/- 180 meters Scaled)
 PH0065
 PH0065                          SUPERSEDED SURVEY CONTROL
 PH0065
 PH0065  NGVD 29 (??/??/92)  213.76   (m)          701.3    (f) COMPUTED    1 1
 PH0065
 PH0065.Superseded values are not recommended for survey control.
 PH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0065.See file dsdata.txt to determine how the superseded data were derived.
 PH0065
 PH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ570665(NAD 83)
 PH0065_MARKER: DB = BENCH MARK DISK
 PH0065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PH0065_SP_SET: 4 FEET
 PH0065_STAMPING: B 391 1973
 PH0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH0065+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 PH0065
 PH0065  HISTORY     - Date     Condition        Report By
 PH0065  HISTORY     - 1973     MONUMENTED       NGS
 PH0065  HISTORY     - 20060507 GOOD             NYDT
 PH0065
 PH0065                          STATION DESCRIPTION
 PH0065
 PH0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0065'IN MALONE.
 PH0065'AT MALONE, ABOUT 0.55 MILE EAST ALONG U. S. HIGHWAY 11 FROM THE POST
 PH0065'OFFICE, ALONG THE NORTH SIDE OF THE FRANKLIN COUNTY FAIRGROUNDS, 35.3
 PH0065'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET EAST OF THE
 PH0065'CENTER OF THE MAIN ENTRANCE TO FAIRGROUNDS (CEMENT ARCH OVER
 PH0065'ENTRANCE), 1.4 FEET SOUTH OF THE FENCE ALONG NORTH SIDE OF GROUNDS,
 PH0065'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON COPPER COATED STEEL ROD
 PH0065'WITH BASE PLATE ATTACHED AND SET AT A DEPTH OF 4-FEET.  THE DISK IS
 PH0065'0.1 FOOT BELOW THE SURFACE OF THE GROUND AND PROTECTED BY A 5-INCH
 PH0065'TILE WHICH IS FLUSH WITH THE GROUND.  ALSO ABOUT 0.05 MILE EAST OF THE
 PH0065'JUNCTION OF RAYMOND STREET LEADING NORTH.
 PH0065
 PH0065                          STATION RECOVERY (2006)
 PH0065
 PH0065'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1240 ***********************************************************************
 PG1240  DESIGNATION -  B 392
 PG1240  PID         -  PG1240
 PG1240  STATE/COUNTY-  NY/CLINTON
 PG1240  USGS QUAD   -  
 PG1240
 PG1240                         *CURRENT SURVEY CONTROL
 PG1240  ___________________________________________________________________
 PG1240* NAD 83(1986)-  45 00 01.     (N)    073 22 04.     (W)     SCALED    
 PG1240* NAVD 88     -        34.280  (meters)     112.47   (feet)  ADJUSTED  
 PG1240  ___________________________________________________________________
 PG1240  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 PG1240  DYNAMIC HT  -          34.279 (meters)     112.46  (feet)  COMP
 PG1240  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 PG1240
 PG1240  VERT ORDER  -  FIRST     CLASS I
 PG1240
 PG1240.The horizontal coordinates were scaled from a topographic map and have
 PG1240.an estimated accuracy of +/- 6 seconds.
 PG1240
 PG1240.The orthometric height was determined by differential leveling
 PG1240.and adjusted by the National Geodetic Survey in June 1991..
 PG1240.WARNING-Repeat measurements at this control monument indicate possible
 PG1240.vertical movement.
 PG1240
 PG1240.The geoid height was determined by GEOID03.
 PG1240
 PG1240.The dynamic height is computed by dividing the NAVD 88
 PG1240.geopotential number by the normal gravity value computed on the
 PG1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1240.degrees latitude (g = 980.6199 gals.).
 PG1240
 PG1240.The modeled gravity was interpolated from observed gravity values.
 PG1240
 PG1240;                    North         East    Units  Estimated Accuracy
 PG1240;SPC NY E     -   685,530.      239,260.      MT  (+/- 180 meters Scaled)
 PG1240
 PG1240                          SUPERSEDED SURVEY CONTROL
 PG1240
 PG1240.No superseded survey control is available for this station.
 PG1240
 PG1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ286842(NAD 83)
 PG1240_MARKER: DB = BENCH MARK DISK
 PG1240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PG1240_SP_SET: 19.3 FEET
 PG1240_STAMPING: B 392 1973
 PG1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1240
 PG1240  HISTORY     - Date     Condition        Report By
 PG1240  HISTORY     - 1973     MONUMENTED       NGS
 PG1240  HISTORY     - 1978     GOOD             NGS
 PG1240
 PG1240                          STATION DESCRIPTION
 PG1240
 PG1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1240'IN ROUSES POINT.
 PG1240'AT ROUSES POINT, ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 9B FROM THE
 PG1240'POST OFFICE, AT THE U. S. CUSTOMS AND IMMIGRATION BUILDING, 231 FEET
 PG1240'WEST OF THE CENTER LINE OF THE HIGHWAY, 46.8 FEET SOUTH OF THE
 PG1240'SOUTHWEST CORNER OF THE BUILDING, 65 FEET EAST OF A FENCE LINE, 1.8
 PG1240'FEET WEST OF A LIGHT POLE ALONG THE WEST SIDE OF LAWN, ABOUT 1/2 FOOT
 PG1240'BELOW THE LEVEL OF PARKING AREA FOR CUSTOMS AND IS A DISK ON THE TOP
 PG1240'OF A COPPER COATED STEEL ROD 0.2 FOOT BELOW THE SURFACE OF THE GROUND
 PG1240'AND PROTECTED BY A 6-INCH STEEL PIPE THAT IS FLUSH WITH THE GROUND.
 PG1240'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 19.3 FEET.
 PG1240
 PG1240                          STATION RECOVERY (1978)
 PG1240
 PG1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PG1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1096 ***********************************************************************
 PG1096  DESIGNATION -  B 393
 PG1096  PID         -  PG1096
 PG1096  STATE/COUNTY-  NY/CLINTON
 PG1096  USGS QUAD   -  ALTONA (1966)
 PG1096
 PG1096                         *CURRENT SURVEY CONTROL
 PG1096  ___________________________________________________________________
 PG1096* NAD 83(1986)-  44 55 17.     (N)    073 43 28.     (W)     SCALED    
 PG1096* NAVD 88     -       189.487  (meters)     621.68   (feet)  ADJUSTED  
 PG1096  ___________________________________________________________________
 PG1096  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG1096  DYNAMIC HT  -         189.477 (meters)     621.64  (feet)  COMP
 PG1096  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 PG1096
 PG1096  VERT ORDER  -  FIRST     CLASS I
 PG1096
 PG1096.The horizontal coordinates were scaled from a topographic map and have
 PG1096.an estimated accuracy of +/- 6 seconds.
 PG1096
 PG1096.The orthometric height was determined by differential leveling
 PG1096.and adjusted by the National Geodetic Survey in June 1991..
 PG1096
 PG1096.The geoid height was determined by GEOID03.
 PG1096
 PG1096.The dynamic height is computed by dividing the NAVD 88
 PG1096.geopotential number by the normal gravity value computed on the
 PG1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1096.degrees latitude (g = 980.6199 gals.).
 PG1096
 PG1096.The modeled gravity was interpolated from observed gravity values.
 PG1096
 PG1096;                    North         East    Units  Estimated Accuracy
 PG1096;SPC NY E     -   676,430.      211,230.      MT  (+/- 180 meters Scaled)
 PG1096
 PG1096                          SUPERSEDED SURVEY CONTROL
 PG1096
 PG1096  NGVD 29 (??/??/92)  189.609  (m)          622.08   (f) ADJ UNCH    1 1
 PG1096
 PG1096.Superseded values are not recommended for survey control.
 PG1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1096.See file dsdata.txt to determine how the superseded data were derived.
 PG1096
 PG1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ006750(NAD 83)
 PG1096_MARKER: DB = BENCH MARK DISK
 PG1096_SETTING: 66 = SET IN ROCK OUTCROP
 PG1096_SP_SET: ROCK OUTCROP
 PG1096_STAMPING: B 393 1973
 PG1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1096+STABILITY: POSITION/ELEVATION WELL
 PG1096
 PG1096  HISTORY     - Date     Condition        Report By
 PG1096  HISTORY     - 1973     MONUMENTED       NGS
 PG1096
 PG1096                          STATION DESCRIPTION
 PG1096
 PG1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1096'4.05 MI NE FROM ELLENBURG DEPOT.
 PG1096'ABOUT 4.05 MILES NORTHEAST ALONG U.S. HIGHWAY FROM THE POST OFFICE AT
 PG1096'ELLENBURG DEPOT, ALSO 5.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM
 PG1096'THE POST OFFICE AT MOOERS FORKS, SET IN A ROCK OUTCROP 54.2 FEET NORTH
 PG1096'OF CENTER LINE OF THE HIGHWAY, AT A POINT WHERE THERE IS A SLIGHT
 PG1096'CHANGE IN THE ROAD GRADE, 149.5 FEET EAST OF THE WEST END OF THE NORTH
 PG1096'GUARDRAIL OF THE HIGHWAY, 179.2 FEET WEST OF TELEPHONE POLE NO.
 PG1096'310-110 AND ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.  ABOUT 0.25
 PG1096'MILE SOUTHWEST OF A ROAD INTERSECTION.  ABOUT 0.8 MILE NORTHEAST OF
 PG1096'THE JUNCTION OF CANNON CORNERS ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0092 ***********************************************************************
 PH0092  DESIGNATION -  B 394
 PH0092  PID         -  PH0092
 PH0092  STATE/COUNTY-  NY/FRANKLIN
 PH0092  USGS QUAD   -  CHATEAUGAY (1993)
 PH0092
 PH0092                         *CURRENT SURVEY CONTROL
 PH0092  ___________________________________________________________________
 PH0092* NAD 83(1986)-  44 55 38.     (N)    074 04 03.     (W)     SCALED    
 PH0092* NAVD 88     -       298.886  (meters)     980.60   (feet)  ADJUSTED  
 PH0092  ___________________________________________________________________
 PH0092  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PH0092  DYNAMIC HT  -         298.873 (meters)     980.55  (feet)  COMP
 PH0092  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 PH0092
 PH0092  VERT ORDER  -  FIRST     CLASS I
 PH0092
 PH0092.The horizontal coordinates were scaled from a topographic map and have
 PH0092.an estimated accuracy of +/- 6 seconds.
 PH0092
 PH0092.The orthometric height was determined by differential leveling
 PH0092.and adjusted by the National Geodetic Survey in June 1991..
 PH0092
 PH0092.The geoid height was determined by GEOID03.
 PH0092
 PH0092.The dynamic height is computed by dividing the NAVD 88
 PH0092.geopotential number by the normal gravity value computed on the
 PH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0092.degrees latitude (g = 980.6199 gals.).
 PH0092
 PH0092.The modeled gravity was interpolated from observed gravity values.
 PH0092
 PH0092;                    North         East    Units  Estimated Accuracy
 PH0092;SPC NY E     -   676,880.      184,140.      MT  (+/- 180 meters Scaled)
 PH0092
 PH0092                          SUPERSEDED SURVEY CONTROL
 PH0092
 PH0092  NGVD 29 (??/??/92)  298.96   (m)          980.8    (f) COMPUTED    1 1
 PH0092
 PH0092.Superseded values are not recommended for survey control.
 PH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0092.See file dsdata.txt to determine how the superseded data were derived.
 PH0092
 PH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ735752(NAD 83)
 PH0092_MARKER: DB = BENCH MARK DISK
 PH0092_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PH0092_SP_SET: 25.5 FEET
 PH0092_STAMPING: B 394 1973
 PH0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0092
 PH0092  HISTORY     - Date     Condition        Report By
 PH0092  HISTORY     - 1973     MONUMENTED       NGS
 PH0092
 PH0092                          STATION DESCRIPTION
 PH0092
 PH0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0092'0.6 MI E FROM CHATEAUGAY.
 PH0092'ABOUT 0.6 MILES EAST ALONG US HIGHWAY 11 FROM THE INTERSECTION WITH
 PH0092'STATE HIGHWAY 374 AT CHATEAUGAY, AT THE NORTHWEST CORNER OF THE EAST
 PH0092'SIDE CEMETERY, 48 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 PH0092'BUILDING IN THE CEMETERY, 39 FEET SOUTH OF THE CENTER LINE OF THE
 PH0092'HIGHWAY, 8.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ROBERTS
 PH0092'HEADSTONE, 1 FOOT NORTHEAST OF AN IRON POST AT THE WEST END OF AN IRON
 PH0092'PICKET FENCE, 0.8 NORTH OF IRON PICKET FENCE, 1 FOOT EAST OF A METAL
 PH0092'WITNESS POST, ABOUT 1 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON
 PH0092'THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 25 1/2
 PH0092'FEET TO REFUSAL AND ENCASED IN A 4 IN. GLAZED TILE WHICH IS FOUR
 PH0092'INCHES BELOW THE LEVEL OF THE GROUND.  THE DISK IS 4 INCHES BELOW THE
 PH0092'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0485 ***********************************************************************
 PG0485  DESIGNATION -  B 395
 PG0485  PID         -  PG0485
 PG0485  STATE/COUNTY-  NY/CLINTON
 PG0485  USGS QUAD   -  PLATTSBURGH (1966)
 PG0485
 PG0485                         *CURRENT SURVEY CONTROL
 PG0485  ___________________________________________________________________
 PG0485* NAD 83(1986)-  44 42 51.     (N)    073 27 50.     (W)     SCALED    
 PG0485* NAVD 88     -        45.539  (meters)     149.41   (feet)  ADJUSTED  
 PG0485  ___________________________________________________________________
 PG0485  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PG0485  DYNAMIC HT  -          45.537 (meters)     149.40  (feet)  COMP
 PG0485  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 PG0485
 PG0485  VERT ORDER  -  FIRST     CLASS I
 PG0485
 PG0485.The horizontal coordinates were scaled from a topographic map and have
 PG0485.an estimated accuracy of +/- 6 seconds.
 PG0485
 PG0485.The orthometric height was determined by differential leveling
 PG0485.and adjusted by the National Geodetic Survey in June 1991..
 PG0485
 PG0485.The geoid height was determined by GEOID03.
 PG0485
 PG0485.The dynamic height is computed by dividing the NAVD 88
 PG0485.geopotential number by the normal gravity value computed on the
 PG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0485.degrees latitude (g = 980.6199 gals.).
 PG0485
 PG0485.The modeled gravity was interpolated from observed gravity values.
 PG0485
 PG0485;                    North         East    Units  Estimated Accuracy
 PG0485;SPC NY E     -   653,640.      232,090.      MT  (+/- 180 meters Scaled)
 PG0485
 PG0485                          SUPERSEDED SURVEY CONTROL
 PG0485
 PG0485  NGVD 29 (??/??/92)   45.62   (m)          149.7    (f) COMPUTED    1 1
 PG0485
 PG0485.Superseded values are not recommended for survey control.
 PG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0485.See file dsdata.txt to determine how the superseded data were derived.
 PG0485
 PG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ216523(NAD 83)
 PG0485_MARKER: DB = BENCH MARK DISK
 PG0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0485_SP_SET: BRIDGE ABUTMENT
 PG0485_STAMPING: B 395 1973
 PG0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0485
 PG0485  HISTORY     - Date     Condition        Report By
 PG0485  HISTORY     - 1973     MONUMENTED       NGS
 PG0485  HISTORY     - 20060522 MARK NOT FOUND   NYDT
 PG0485
 PG0485                          STATION DESCRIPTION
 PG0485
 PG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0485'1.75 MI NW FROM PLATTSBURGH.
 PG0485'ABOUT 1.1 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0485'STATION AT PLATTSBURGH, THENCE 0.15 MILE WEST ALONG BOYNTON AVENUE,
 PG0485'THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 22, SET IN THE TOP OF
 PG0485'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE MOST
 PG0485'NORTHWESTERLY ONE OF TWO OVERPASSES OVER I-87, 30.5 FEET NORTHEAST OF
 PG0485'CENTER LINE OF THE NORTHEAST LANE OF THE HIGHWAY, 1 FOOT NORTHEAST OF
 PG0485'A STEEL GUARD RAIL AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 PG0485
 PG0485                          STATION RECOVERY (2006)
 PG0485
 PG0485'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PG0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0317 ***********************************************************************
 OD0317  DESIGNATION -  B 396
 OD0317  PID         -  OD0317
 OD0317  STATE/COUNTY-  NY/WASHINGTON
 OD0317  USGS QUAD   -  WHITEHALL (1950)
 OD0317
 OD0317                         *CURRENT SURVEY CONTROL
 OD0317  ___________________________________________________________________
 OD0317* NAD 83(1986)-  43 33 19.     (N)    073 24 14.     (W)     SCALED    
 OD0317* NAVD 88     -        43.754  (meters)     143.55   (feet)  ADJUSTED  
 OD0317  ___________________________________________________________________
 OD0317  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 OD0317  DYNAMIC HT  -          43.745 (meters)     143.52  (feet)  COMP
 OD0317  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 OD0317  OBS GRAVITY -     980,422.4   (mgal)                       GRAV_OBS
 OD0317
 OD0317  VERT ORDER  -  FIRST     CLASS I
 OD0317
 OD0317.The horizontal coordinates were scaled from a topographic map and have
 OD0317.an estimated accuracy of +/- 6 seconds.
 OD0317
 OD0317.The orthometric height was determined by differential leveling
 OD0317.and adjusted by the National Geodetic Survey in June 1991..
 OD0317
 OD0317.The geoid height was determined by GEOID03.
 OD0317
 OD0317.The dynamic height is computed by dividing the NAVD 88
 OD0317.geopotential number by the normal gravity value computed on the
 OD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0317.degrees latitude (g = 980.6199 gals.).
 OD0317
 OD0317.The modeled gravity was interpolated from observed gravity values.
 OD0317.The observed gravity was obtained from relative gravimeter ties
 OD0317.to the IGSN71 gravity network.
 OD0317
 OD0317;                    North         East    Units  Estimated Accuracy
 OD0317;SPC NY E     -   524,940.      238,560.      MT  (+/- 180 meters Scaled)
 OD0317
 OD0317                          SUPERSEDED SURVEY CONTROL
 OD0317
 OD0317.No superseded survey control is available for this station.
 OD0317
 OD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP289237(NAD 83)
 OD0317_MARKER: DB = BENCH MARK DISK
 OD0317_SETTING: 66 = SET IN ROCK OUTCROP
 OD0317_SP_SET: TRIANGULAR ROCK
 OD0317_STAMPING: B 396 1973
 OD0317_MARK LOGO: NGS   
 OD0317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0317+STABILITY: POSITION/ELEVATION WELL
 OD0317
 OD0317  HISTORY     - Date     Condition        Report By
 OD0317  HISTORY     - 1973     MONUMENTED       NGS
 OD0317  HISTORY     - 1980     GOOD             NGS
 OD0317  HISTORY     - 19940405 GOOD             VTAT
 OD0317
 OD0317                          STATION DESCRIPTION
 OD0317
 OD0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0317'0.65 MI N FROM WHITEHALL.
 OD0317'ABOUT 0.60 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0317'U.S. HIGHWAY 4 OVERPASS AT WHITEHALL, THENCE ABOUT 0.05 MILE SOUTHWEST
 OD0317'ALONG CLINTON AVENUE, AT THE JUNCTION OF CLINTON AVENUE AND STATE
 OD0317'HIGHWAY 22, SET IN THE TOP EAST END OF A TRIANGULAR ROCK PROJECTION AT
 OD0317'THE BOTTOM AND NEAR SOUTH END OF A 55 YARD ROCK CUT ALONG THE
 OD0317'SOUTHWEST SIDE OF THE HIGHWAY, 70.7 FEET NORTHWEST OF THE CENTER LINE
 OD0317'OF THE JUNCTION, 45.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24
 OD0317'FEET NORTH OF THE SOUTH END OF THE CUT, 1.2 FEET ABOVE GROUND AND 5
 OD0317'FEET ABOVE THE HIGHWAY.
 OD0317
 OD0317                          STATION RECOVERY (1980)
 OD0317
 OD0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OD0317'RECOVERED IN GOOD CONDITION.
 OD0317
 OD0317                          STATION RECOVERY (1994)
 OD0317
 OD0317'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1994 (MC)
 OD0317'RECOVERED AS DESCRIBED.  NOTE - LIMITED WINDOW FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1791 ***********************************************************************
 KU1791  DESIGNATION -  B 397
 KU1791  PID         -  KU1791
 KU1791  STATE/COUNTY-  NY/WESTCHESTER
 KU1791  USGS QUAD   -  YONKERS (1979)
 KU1791
 KU1791                         *CURRENT SURVEY CONTROL
 KU1791  ___________________________________________________________________
 KU1791* NAD 83(1986)-  40 58 50.     (N)    073 52 48.     (W)     SCALED    
 KU1791* NAVD 88     -        75.054  (meters)     246.24   (feet)  ADJUSTED  
 KU1791  ___________________________________________________________________
 KU1791  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU1791  DYNAMIC HT  -          75.027 (meters)     246.15  (feet)  COMP
 KU1791  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 KU1791
 KU1791  VERT ORDER  -  FIRST     CLASS I
 KU1791
 KU1791.The horizontal coordinates were scaled from a topographic map and have
 KU1791.an estimated accuracy of +/- 6 seconds.
 KU1791
 KU1791.The orthometric height was determined by differential leveling
 KU1791.and adjusted by the National Geodetic Survey in June 1991..
 KU1791
 KU1791.The geoid height was determined by GEOID03.
 KU1791
 KU1791.The dynamic height is computed by dividing the NAVD 88
 KU1791.geopotential number by the normal gravity value computed on the
 KU1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1791.degrees latitude (g = 980.6199 gals.).
 KU1791
 KU1791.The modeled gravity was interpolated from observed gravity values.
 KU1791
 KU1791;                    North         East    Units  Estimated Accuracy
 KU1791;SPC NY E     -   238,570.      202,170.      MT  (+/- 180 meters Scaled)
 KU1791
 KU1791                          SUPERSEDED SURVEY CONTROL
 KU1791
 KU1791.No superseded survey control is available for this station.
 KU1791
 KU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL942372(NAD 83)
 KU1791_MARKER: DB = BENCH MARK DISK
 KU1791_SETTING: 66 = SET IN ROCK OUTCROP
 KU1791_SP_SET: BEDROCK
 KU1791_STAMPING: B 397 1974
 KU1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1791+STABILITY: POSITION/ELEVATION WELL
 KU1791
 KU1791  HISTORY     - Date     Condition        Report By
 KU1791  HISTORY     - 1974     MONUMENTED       NGS
 KU1791  HISTORY     - 1978     GOOD             NGS
 KU1791  HISTORY     - 1988     GOOD             USPSQD
 KU1791
 KU1791                          STATION DESCRIPTION
 KU1791
 KU1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KU1791'2.7 MI S FROM DOBBS FERRY.
 KU1791'0.50 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KU1791'DOBBS FERRY, THENCE 2.15 MILES SOUTH ALONG NORTH BROADWAY
 KU1791'(U.S. HIGHWAY 9), THENCE 0.05 MILES WEST AND TO THE REAR OF
 KU1791'NORTH YONKERS COMMUNITY CHURCH, SET IN THE TOP OF GRANITE BED
 KU1791'ROCK, 62.3 FEET WEST OF THE NORTHWEST CORNER PILLOW OF THE
 KU1791'CHURCH, 66.5 FEET NORTH OF THE NORTH EDGE OF A BLACKTOP PARKING
 KU1791'AREA AND ABOUT 9 FEET ABOVE THE BLACKTOP DRIVE LEADING TO THE
 KU1791'PARKING AREA AT THE REAR OF THE CHURCH.
 KU1791
 KU1791                          STATION RECOVERY (1978)
 KU1791
 KU1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KU1791'RECOVERED IN GOOD CONDITION.
 KU1791
 KU1791                          STATION RECOVERY (1988)
 KU1791
 KU1791'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 KU1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0968 ***********************************************************************
 MZ0968  DESIGNATION -  B 398
 MZ0968  PID         -  MZ0968
 MZ0968  STATE/COUNTY-  NY/RENSSELAER
 MZ0968  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0968
 MZ0968                         *CURRENT SURVEY CONTROL
 MZ0968  ___________________________________________________________________
 MZ0968* NAD 83(1986)-  42 36 07.     (N)    073 44 36.     (W)     SCALED    
 MZ0968* NAVD 88     -        37.114  (meters)     121.76   (feet)  ADJUSTED  
 MZ0968  ___________________________________________________________________
 MZ0968  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 MZ0968  DYNAMIC HT  -          37.103 (meters)     121.73  (feet)  COMP
 MZ0968  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 MZ0968
 MZ0968  VERT ORDER  -  FIRST     CLASS I
 MZ0968
 MZ0968.The horizontal coordinates were scaled from a topographic map and have
 MZ0968.an estimated accuracy of +/- 6 seconds.
 MZ0968
 MZ0968.The orthometric height was determined by differential leveling
 MZ0968.and adjusted by the National Geodetic Survey in June 1991..
 MZ0968
 MZ0968.The geoid height was determined by GEOID03.
 MZ0968
 MZ0968.The dynamic height is computed by dividing the NAVD 88
 MZ0968.geopotential number by the normal gravity value computed on the
 MZ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0968.degrees latitude (g = 980.6199 gals.).
 MZ0968
 MZ0968.The modeled gravity was interpolated from observed gravity values.
 MZ0968
 MZ0968;                    North         East    Units  Estimated Accuracy
 MZ0968;SPC NY E     -   418,730.      212,090.      MT  (+/- 180 meters Scaled)
 MZ0968
 MZ0968                          SUPERSEDED SURVEY CONTROL
 MZ0968
 MZ0968  NGVD 29 (??/??/92)   37.36   (m)          122.6    (f) COMPUTED    1 1
 MZ0968
 MZ0968.Superseded values are not recommended for survey control.
 MZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0968.See file dsdata.txt to determine how the superseded data were derived.
 MZ0968
 MZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN030173(NAD 83)
 MZ0968_MARKER: DB = BENCH MARK DISK
 MZ0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0968_SP_SET: CONCRETE BLOCK
 MZ0968_STAMPING: B 398 1974
 MZ0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0968
 MZ0968  HISTORY     - Date     Condition        Report By
 MZ0968  HISTORY     - 1974     MONUMENTED       NGS
 MZ0968
 MZ0968                          STATION DESCRIPTION
 MZ0968
 MZ0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0968'2.0 MI S FROM RENSSELAER.
 MZ0968'2.0 MILES SOUTH ALONG THE ABANDONED GRADE OF THE NEW YORK CENTRAL
 MZ0968'RAILROAD FROM U.S. HIGHWAY 9 AND 20 OVERPASS OVER STATE HIGHWAY 9J,
 MZ0968'ABOUT 25 FEET SOUTH OF THE CROSSING OF A POWER LINE, 15 1/2 FEET WEST
 MZ0968'OF THE CENTER OF THE GRADE, 3.9 FEET EAST OF A WITNESS POST, IN THE
 MZ0968'TOP OF A 2 1/2- BY 2 1/2-FOOT CONCRETE BLOCK, AND ABOUT 1 FOOT HIGHER
 MZ0968'THAN THAN THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0555 ***********************************************************************
 MZ0555  DESIGNATION -  B 399
 MZ0555  PID         -  MZ0555
 MZ0555  STATE/COUNTY-  NY/DUTCHESS
 MZ0555  USGS QUAD   -  SAUGERTIES (1978)
 MZ0555
 MZ0555                         *CURRENT SURVEY CONTROL
 MZ0555  ___________________________________________________________________
 MZ0555* NAD 83(1986)-  42 02 30.     (N)    073 53 40.     (W)     SCALED    
 MZ0555* NAVD 88     -        69.920  (meters)     229.40   (feet)  ADJUSTED  
 MZ0555  ___________________________________________________________________
 MZ0555  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MZ0555  DYNAMIC HT  -          69.896 (meters)     229.32  (feet)  COMP
 MZ0555  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 MZ0555
 MZ0555  VERT ORDER  -  FIRST     CLASS I
 MZ0555
 MZ0555.The horizontal coordinates were scaled from a topographic map and have
 MZ0555.an estimated accuracy of +/- 6 seconds.
 MZ0555
 MZ0555.The orthometric height was determined by differential leveling
 MZ0555.and adjusted by the National Geodetic Survey in June 1991..
 MZ0555
 MZ0555.The geoid height was determined by GEOID03.
 MZ0555
 MZ0555.The dynamic height is computed by dividing the NAVD 88
 MZ0555.geopotential number by the normal gravity value computed on the
 MZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0555.degrees latitude (g = 980.6199 gals.).
 MZ0555
 MZ0555.The modeled gravity was interpolated from observed gravity values.
 MZ0555
 MZ0555;                    North         East    Units  Estimated Accuracy
 MZ0555;SPC NY E     -   356,410.      200,130.      MT  (+/- 180 meters Scaled)
 MZ0555
 MZ0555                          SUPERSEDED SURVEY CONTROL
 MZ0555
 MZ0555.No superseded survey control is available for this station.
 MZ0555
 MZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM915549(NAD 83)
 MZ0555_MARKER: DB = BENCH MARK DISK
 MZ0555_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0555_SP_SET: ROCK OUTCROP
 MZ0555_STAMPING: B 399 1974
 MZ0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0555+STABILITY: POSITION/ELEVATION WELL
 MZ0555
 MZ0555  HISTORY     - Date     Condition        Report By
 MZ0555  HISTORY     - 1974     MONUMENTED       NGS
 MZ0555  HISTORY     - 1975     GOOD             NGS
 MZ0555
 MZ0555                          STATION DESCRIPTION
 MZ0555
 MZ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0555'9.4 MI N FROM RHINEBECK.
 MZ0555'1.7 MILES EAST ALONG STATE HIGHWAY 308 FROM THE INTERSECTION OF U.S.
 MZ0555'HIGHWAY 9 AT RHINEBECK, THENCE 7.7 MILES NORTH ALONG STATE HIGHWAY 9
 MZ0555'G, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF AN ASPHALT ROAD SOUTHEAST,
 MZ0555'IN THE TOP OF A SMALL ROCK OUTCROP, 18 FEET EAST OF THE CENTER LINE OF
 MZ0555'THE HIGHWAY, 51 FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF A
 MZ0555'DRIVEWAY WEST TO A HOUSE, 72 FEET SOUTH OF A 30-INCH MAPLE TREE, 61
 MZ0555'FEET NORTH OF A 30-INCH MAPLE TREE, AND ABOUT 1 FOOT HIGHER THAN THE
 MZ0555'HIGHWAY.
 MZ0555
 MZ0555                          STATION RECOVERY (1975)
 MZ0555
 MZ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MZ0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0907 ***********************************************************************
 MZ0907  DESIGNATION -  B 4
 MZ0907  PID         -  MZ0907
 MZ0907  STATE/COUNTY-  NY/RENSSELAER
 MZ0907  USGS QUAD   -  TROY SOUTH (1980)
 MZ0907
 MZ0907                         *CURRENT SURVEY CONTROL
 MZ0907  ___________________________________________________________________
 MZ0907* NAD 83(1986)-  42 43 55.     (N)    073 41 29.     (W)     SCALED    
 MZ0907* NAVD 88     -        10.312  (meters)      33.83   (feet)  ADJUSTED  
 MZ0907  ___________________________________________________________________
 MZ0907  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MZ0907  DYNAMIC HT  -          10.309 (meters)      33.82  (feet)  COMP
 MZ0907  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 MZ0907
 MZ0907  VERT ORDER  -  FIRST     CLASS I
 MZ0907
 MZ0907.The horizontal coordinates were scaled from a topographic map and have
 MZ0907.an estimated accuracy of +/- 6 seconds.
 MZ0907
 MZ0907.The orthometric height was determined by differential leveling
 MZ0907.and adjusted by the National Geodetic Survey in June 1991..
 MZ0907.WARNING-Repeat measurements at this control monument indicate possible
 MZ0907.vertical movement.
 MZ0907
 MZ0907.The geoid height was determined by GEOID03.
 MZ0907
 MZ0907.The dynamic height is computed by dividing the NAVD 88
 MZ0907.geopotential number by the normal gravity value computed on the
 MZ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0907.degrees latitude (g = 980.6199 gals.).
 MZ0907
 MZ0907.The modeled gravity was interpolated from observed gravity values.
 MZ0907
 MZ0907;                    North         East    Units  Estimated Accuracy
 MZ0907;SPC NY E     -   433,210.      216,210.      MT  (+/- 180 meters Scaled)
 MZ0907
 MZ0907                          SUPERSEDED SURVEY CONTROL
 MZ0907
 MZ0907  NGVD 29 (??/??/92)   10.54   (m)           34.6    (f) COMPUTED    1 1
 MZ0907
 MZ0907.Superseded values are not recommended for survey control.
 MZ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0907.See file dsdata.txt to determine how the superseded data were derived.
 MZ0907
 MZ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN071318(NAD 83)
 MZ0907_MARKER: Q = CHISELED SQUARE
 MZ0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0907_SP_SET: CURB
 MZ0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0907
 MZ0907  HISTORY     - Date     Condition        Report By
 MZ0907  HISTORY     - UNK      MONUMENTED       CGS
 MZ0907  HISTORY     - 1974     GOOD             NGS
 MZ0907
 MZ0907                          STATION DESCRIPTION
 MZ0907
 MZ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0907'AT TROY.
 MZ0907'AT TROY, 0.25 MILE NORTH ALONG SECOND STREET FROM THE COURTHOUSE, IN A
 MZ0907'TRIANGLE FORMED BY THE INTERSECTION OF SECOND STREET, BROADWAY AND
 MZ0907'RIVER STREETS, IN THE TOP OF THE NORTH POINT OF CURBING AROUND WAR
 MZ0907'MEMORIAL, 16 FEET WEST OF THE WEST CURB OF SECOND STREET, 4 FEET
 MZ0907'WEST-NORTHWEST OF A LAMP POST AND ABOUT 1 1/2 FEET ABOVE THE SIDEWALK.
 MZ0907'NOTE-- THE MORTAR OF THE CURB IS CRACKING BUT DOES NOT APPEAR TO BE
 MZ0907'BOTHERING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0587 ***********************************************************************
 KU0587  DESIGNATION -  B 40
 KU0587  PID         -  KU0587
 KU0587  STATE/COUNTY-  NY/SUFFOLK
 KU0587  USGS QUAD   -  AMITYVILLE (1979)
 KU0587
 KU0587                         *CURRENT SURVEY CONTROL
 KU0587  ___________________________________________________________________
 KU0587* NAD 83(1986)-  40 42 38.     (N)    073 25 44.     (W)     SCALED    
 KU0587* NAVD 88     -        14.894  (meters)      48.86   (feet)  ADJUSTED  
 KU0587  ___________________________________________________________________
 KU0587  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU0587  DYNAMIC HT  -          14.888 (meters)      48.84  (feet)  COMP
 KU0587  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 KU0587
 KU0587  VERT ORDER  -  SECOND    CLASS 0
 KU0587
 KU0587.The horizontal coordinates were scaled from a topographic map and have
 KU0587.an estimated accuracy of +/- 6 seconds.
 KU0587
 KU0587.The orthometric height was determined by differential leveling
 KU0587.and adjusted by the National Geodetic Survey in June 1991..
 KU0587
 KU0587.The geoid height was determined by GEOID03.
 KU0587
 KU0587.The dynamic height is computed by dividing the NAVD 88
 KU0587.geopotential number by the normal gravity value computed on the
 KU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0587.degrees latitude (g = 980.6199 gals.).
 KU0587
 KU0587.The modeled gravity was interpolated from observed gravity values.
 KU0587
 KU0587;                    North         East    Units  Estimated Accuracy
 KU0587;SPC NY L     -    60,550.      348,260.      MT  (+/- 180 meters Scaled)
 KU0587
 KU0587                          SUPERSEDED SURVEY CONTROL
 KU0587
 KU0587  NGVD 29 (??/??/92)   15.265  (m)           50.08   (f) ADJ UNCH    2 0
 KU0587
 KU0587.Superseded values are not recommended for survey control.
 KU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0587.See file dsdata.txt to determine how the superseded data were derived.
 KU0587
 KU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327078(NAD 83)
 KU0587_MARKER: DB = BENCH MARK DISK
 KU0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0587_SP_SET: BLIND CATCH BASIN
 KU0587_STAMPING: 50.082 B 40 1932
 KU0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0587
 KU0587  HISTORY     - Date     Condition        Report By
 KU0587  HISTORY     - 1932     MONUMENTED       CGS
 KU0587  HISTORY     - 1935     GOOD             NGS
 KU0587  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0587  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0587  HISTORY     - 20040823 MARK NOT FOUND   USPSQD
 KU0587
 KU0587                          STATION DESCRIPTION
 KU0587
 KU0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0587'1.5 MI N FROM AMITYVILLE.
 KU0587'ABOUT 1-1/2 MILES NORTH OF AMITYVILLE, SUFFOLK COUNTY, AT THE
 KU0587'JUNCTION OF BROAD HOLLOW ROAD (STATE HIGHWAY 110) AND GREAT
 KU0587'NECK ROAD, 31 FEET NORTHEAST OF THE CONCRETE AT THE NORTHEAST
 KU0587'ANGLE OF THE INTERSECTION, 9 FEET WEST OF THE WEST EDGE OF THE
 KU0587'CONCRETE ON STATE HIGHWAY 110, 30 FEET NORTHEAST OF A BLAZED
 KU0587'16-INCH MAPLE TREE, IN THE CURBING OF A BLIND CATCH BASIN, AND
 KU0587'1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED 50.082 B 40
 KU0587'1932.
 KU0587
 KU0587                          STATION RECOVERY (1935)
 KU0587
 KU0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU0587'RECOVERED IN GOOD CONDITION.
 KU0587
 KU0587                          STATION RECOVERY (1985)
 KU0587
 KU0587'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0587'MARK NOT FOUND.
 KU0587
 KU0587                          STATION RECOVERY (1985)
 KU0587
 KU0587'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0587'MARK NOT FOUND.
 KU0587
 KU0587                          STATION RECOVERY (2004)
 KU0587
 KU0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0057 ***********************************************************************
 PH0057  DESIGNATION -  B 400
 PH0057  PID         -  PH0057
 PH0057  STATE/COUNTY-  NY/FRANKLIN
 PH0057  USGS QUAD   -  MALONE (1964)
 PH0057
 PH0057                         *CURRENT SURVEY CONTROL
 PH0057  ___________________________________________________________________
 PH0057* NAD 83(1986)-  44 50 58.     (N)    074 19 41.     (W)     SCALED    
 PH0057* NAVD 88     -       239.084  (meters)     784.39   (feet)  ADJUSTED  
 PH0057  ___________________________________________________________________
 PH0057  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 PH0057  DYNAMIC HT  -         239.071 (meters)     784.35  (feet)  COMP
 PH0057  MODELED GRAV-     980,555.7   (mgal)                       NAVD 88
 PH0057
 PH0057  VERT ORDER  -  FIRST     CLASS I
 PH0057
 PH0057.This mark is at Malone-Dufort Airport (MAL)
 PH0057
 PH0057.The horizontal coordinates were scaled from a topographic map and have
 PH0057.an estimated accuracy of +/- 6 seconds.
 PH0057
 PH0057.The orthometric height was determined by differential leveling
 PH0057.and adjusted by the National Geodetic Survey in June 1991..
 PH0057
 PH0057.The geoid height was determined by GEOID03.
 PH0057
 PH0057.The dynamic height is computed by dividing the NAVD 88
 PH0057.geopotential number by the normal gravity value computed on the
 PH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0057.degrees latitude (g = 980.6199 gals.).
 PH0057
 PH0057.The modeled gravity was interpolated from observed gravity values.
 PH0057
 PH0057;                    North         East    Units  Estimated Accuracy
 PH0057;SPC NY E     -   668,160.      163,590.      MT  (+/- 180 meters Scaled)
 PH0057
 PH0057                          SUPERSEDED SURVEY CONTROL
 PH0057
 PH0057  NGVD 29 (??/??/??)  239.15   (m)          784.6    (f) RESET       3  
 PH0057
 PH0057.Superseded values are not recommended for survey control.
 PH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0057.See file dsdata.txt to determine how the superseded data were derived.
 PH0057
 PH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ530664(NAD 83)
 PH0057_MARKER: DB = BENCH MARK DISK
 PH0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0057_SP_SET: BUILDING
 PH0057_STAMPING: B 400 1952
 PH0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH0057+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 PH0057
 PH0057  HISTORY     - Date     Condition        Report By
 PH0057  HISTORY     - 1952     MONUMENTED       CGS
 PH0057  HISTORY     - 1973     GOOD             NGS
 PH0057  HISTORY     - 19900719 GOOD             NGS
 PH0057  HISTORY     - 20060507 GOOD             NYDT
 PH0057
 PH0057                          STATION DESCRIPTION
 PH0057
 PH0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0057'2.15 MI W FROM MALONE.
 PH0057'ABOUT 2.05 MILES WEST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE AT
 PH0057'MALONE, THENCE 0.1 MILE NORTH ALONG ROAD TO MALONE-DUFORT AIRPORT, SET
 PH0057'VERTICALLY IN THE NORTH BRICK WALL OF ADMINISTRATION BUILDING, 41.7
 PH0057'FEET EAST OF THE NORTHWEST CORNER OF BUILDING, 6 FEET WEST OF THE
 PH0057'CENTER OF ENTRANCEWAY TO BUILDING, 38 FEET SOUTH OF A CHAIN LINK FENCE
 PH0057'ALONG THE EDGE OF AIRPLANE PARKING AREA, AND 2 FEET ABOVE THE LEVEL OF
 PH0057'THE GROUND.
 PH0057
 PH0057                          STATION RECOVERY (1990)
 PH0057
 PH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 PH0057'TERMINAL BLDG. HAS BEEN ABANDONED.
 PH0057
 PH0057                          STATION RECOVERY (2006)
 PH0057
 PH0057'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1489 ***********************************************************************
 LX1489  DESIGNATION -  B 400
 LX1489  PID         -  LX1489
 LX1489  STATE/COUNTY-  NY/DUTCHESS
 LX1489  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1489
 LX1489                         *CURRENT SURVEY CONTROL
 LX1489  ___________________________________________________________________
 LX1489* NAD 83(1986)-  41 41 44.     (N)    073 56 15.     (W)     SCALED    
 LX1489* NAVD 88     -        21.360  (meters)      70.08   (feet)  ADJUSTED  
 LX1489  ___________________________________________________________________
 LX1489  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX1489  DYNAMIC HT  -          21.352 (meters)      70.05  (feet)  COMP
 LX1489  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 LX1489
 LX1489  VERT ORDER  -  FIRST     CLASS I
 LX1489
 LX1489.The horizontal coordinates were scaled from a topographic map and have
 LX1489.an estimated accuracy of +/- 6 seconds.
 LX1489
 LX1489.The orthometric height was determined by differential leveling
 LX1489.and adjusted by the National Geodetic Survey in June 1991..
 LX1489
 LX1489.The geoid height was determined by GEOID03.
 LX1489
 LX1489.The dynamic height is computed by dividing the NAVD 88
 LX1489.geopotential number by the normal gravity value computed on the
 LX1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1489.degrees latitude (g = 980.6199 gals.).
 LX1489
 LX1489.The modeled gravity was interpolated from observed gravity values.
 LX1489
 LX1489;                    North         East    Units  Estimated Accuracy
 LX1489;SPC NY E     -   317,940.      196,820.      MT  (+/- 180 meters Scaled)
 LX1489
 LX1489                          SUPERSEDED SURVEY CONTROL
 LX1489
 LX1489  NGVD 29 (??/??/??)   21.622  (m)           70.94   (f) ADJUSTED    1 1
 LX1489
 LX1489.Superseded values are not recommended for survey control.
 LX1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1489.See file dsdata.txt to determine how the superseded data were derived.
 LX1489
 LX1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM884165(NAD 83)
 LX1489_MARKER: DB = BENCH MARK DISK
 LX1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1489_SP_SET: ABUTMENT
 LX1489_STAMPING: B 400 1974
 LX1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1489
 LX1489  HISTORY     - Date     Condition        Report By
 LX1489  HISTORY     - 1974     MONUMENTED       NGS
 LX1489  HISTORY     - 1978     GOOD             NGS
 LX1489  HISTORY     - 19910522 GOOD             USPSQD
 LX1489
 LX1489                          STATION DESCRIPTION
 LX1489
 LX1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1489'0.7 MI S FROM POUGHKEEPSIE.
 LX1489'0.7 MILE SOUTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET OVERPASS
 LX1489'AT POUGHKEEPSIE, AT THE CROSSING OF COLUMBIA STREET, SET
 LX1489'VERTICALLY IN THE EAST FACE OF THE WEST ABUTMENT OF THE COLUMBIA
 LX1489'STREET OVERPASS OVER THE HIGHWAY, 23.3 FEET WEST OF THE CENTER
 LX1489'LINE OF THE HIGHWAY, 48.8 FEET SOUTH OF A STREET LIGHT POLE, AND
 LX1489'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LX1489
 LX1489                          STATION RECOVERY (1978)
 LX1489
 LX1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1489'RECOVERED IN GOOD CONDITION.
 LX1489
 LX1489                          STATION RECOVERY (1991)
 LX1489
 LX1489'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1317 ***********************************************************************
 LX1317  DESIGNATION -  B 401
 LX1317  PID         -  LX1317
 LX1317  STATE/COUNTY-  NY/PUTNAM
 LX1317  USGS QUAD   -  PEEKSKILL (1981)
 LX1317
 LX1317                         *CURRENT SURVEY CONTROL
 LX1317  ___________________________________________________________________
 LX1317* NAD 83(1986)-  41 22 00.     (N)    073 54 49.     (W)     SCALED    
 LX1317* NAVD 88     -       163.063  (meters)     534.98   (feet)  ADJUSTED  
 LX1317  ___________________________________________________________________
 LX1317  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX1317  DYNAMIC HT  -         163.001 (meters)     534.78  (feet)  COMP
 LX1317  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 LX1317
 LX1317  VERT ORDER  -  FIRST     CLASS I
 LX1317
 LX1317.The horizontal coordinates were scaled from a topographic map and have
 LX1317.an estimated accuracy of +/- 6 seconds.
 LX1317
 LX1317.The orthometric height was determined by differential leveling
 LX1317.and adjusted by the National Geodetic Survey in June 1991..
 LX1317
 LX1317.The geoid height was determined by GEOID03.
 LX1317
 LX1317.The dynamic height is computed by dividing the NAVD 88
 LX1317.geopotential number by the normal gravity value computed on the
 LX1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1317.degrees latitude (g = 980.6199 gals.).
 LX1317
 LX1317.The modeled gravity was interpolated from observed gravity values.
 LX1317
 LX1317;                    North         East    Units  Estimated Accuracy
 LX1317;SPC NY E     -   281,430.      199,060.      MT  (+/- 180 meters Scaled)
 LX1317
 LX1317                          SUPERSEDED SURVEY CONTROL
 LX1317
 LX1317  NGVD 29 (??/??/??)  163.358  (m)          535.95   (f) ADJUSTED    1 1
 LX1317
 LX1317.Superseded values are not recommended for survey control.
 LX1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1317.See file dsdata.txt to determine how the superseded data were derived.
 LX1317
 LX1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL908800(NAD 83)
 LX1317_MARKER: DB = BENCH MARK DISK
 LX1317_SETTING: 66 = SET IN ROCK OUTCROP
 LX1317_SP_SET: ROCK OUTCROP
 LX1317_STAMPING: B 401 1974
 LX1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1317+STABILITY: POSITION/ELEVATION WELL
 LX1317
 LX1317  HISTORY     - Date     Condition        Report By
 LX1317  HISTORY     - 1974     MONUMENTED       NGS
 LX1317  HISTORY     - 1978     GOOD             NGS
 LX1317
 LX1317                          STATION DESCRIPTION
 LX1317
 LX1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1317'5.8 MI N FROM PEEKSKILL.
 LX1317'5.8 MILES NORTH ALONG HIGHWAY 9 FROM THE MAIN STREET OVERPASS AT
 LX1317'PEEKSKILL, ABOUT 0.2 MILE SOUTHWEST OF THE CROSSING OF CATSKILL
 LX1317'AQUEDUCT, 0.1 MILE SOUTH OF WALSHS RESTAURANT, IN A SMALL FLAT
 LX1317'CLEARING, IN THE TOP OF A SMALL ROCK OUTCROP WHICH PROJECTS ABOUT
 LX1317'0.2 FOOT ABOVE THE GROUND, 63.3 FEET WEST OF THE CENTER LINE OF
 LX1317'THE HIGHWAY, 95.4 FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM
 LX1317'TELEPHONE POLE 32, 21.0 FEET SOUTHEAST OF A 12-INCH TREE, AND
 LX1317'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 LX1317
 LX1317                          STATION RECOVERY (1978)
 LX1317
 LX1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1348 ***********************************************************************
 LX1348  DESIGNATION -  B 402
 LX1348  PID         -  LX1348
 LX1348  STATE/COUNTY-  NY/WESTCHESTER
 LX1348  USGS QUAD   -  WHITE PLAINS (1967)
 LX1348
 LX1348                         *CURRENT SURVEY CONTROL
 LX1348  ___________________________________________________________________
 LX1348* NAD 83(1986)-  41 05 49.     (N)    073 51 41.     (W)     SCALED    
 LX1348* NAVD 88     -        35.085  (meters)     115.11   (feet)  ADJUSTED  
 LX1348  ___________________________________________________________________
 LX1348  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1348  DYNAMIC HT  -          35.072 (meters)     115.07  (feet)  COMP
 LX1348  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 LX1348
 LX1348  VERT ORDER  -  FIRST     CLASS I
 LX1348
 LX1348.The horizontal coordinates were scaled from a topographic map and have
 LX1348.an estimated accuracy of +/- 6 seconds.
 LX1348
 LX1348.The orthometric height was determined by differential leveling
 LX1348.and adjusted by the National Geodetic Survey in June 1991..
 LX1348
 LX1348.The geoid height was determined by GEOID03.
 LX1348
 LX1348.The dynamic height is computed by dividing the NAVD 88
 LX1348.geopotential number by the normal gravity value computed on the
 LX1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1348.degrees latitude (g = 980.6199 gals.).
 LX1348
 LX1348.The modeled gravity was interpolated from observed gravity values.
 LX1348
 LX1348;                    North         East    Units  Estimated Accuracy
 LX1348;SPC NY E     -   251,510.      203,650.      MT  (+/- 180 meters Scaled)
 LX1348
 LX1348                          SUPERSEDED SURVEY CONTROL
 LX1348
 LX1348  NGVD 29 (??/??/??)   35.379  (m)          116.07   (f) ADJUSTED    1 1
 LX1348
 LX1348.Superseded values are not recommended for survey control.
 LX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1348.See file dsdata.txt to determine how the superseded data were derived.
 LX1348
 LX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL956501(NAD 83)
 LX1348_MARKER: DB = BENCH MARK DISK
 LX1348_SETTING: 0 = UNSPECIFIED SETTING
 LX1348_STAMPING: B 402 1974
 LX1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1348
 LX1348  HISTORY     - Date     Condition        Report By
 LX1348  HISTORY     - 1974     MONUMENTED       NGS
 LX1348  HISTORY     - 1978     GOOD             NGS
 LX1348  HISTORY     - 1989     GOOD             USPSQD
 LX1348
 LX1348                          STATION DESCRIPTION
 LX1348
 LX1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1348'1.4 MI N FROM TARRYTOWN.
 LX1348'1.4 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 LX1348'TARRYTOWN, TO THE MAIN ENTRANCE TO SLEPPY HOLLOW CEMETERY, THENCE
 LX1348'0.05 MILE EAST INTO CEMETERY, 80 FEET EAST OF CENTER AND UP HILL
 LX1348'FROM THE NORTH-SOUTH BLACK TOP ROAD ON THE WEST SIDE OF THE
 LX1348'ROCKY KNOLL, 65 FEET NORTHEAST OF THE TOP NORTHEAST CORNER OF THE
 LX1348'CHAPEL PORTION OF THE OFFICE BUILDING, 71 FEET WEST AND ACROSS
 LX1348'THE BLACK TOP ROAD ON THE EAST SIDE OF THE ROCKY KNOLL FROM THE
 LX1348'HEAD STONE OF SINNOTT, 2.3 FEET SOUTH OF A METAL WITNESS POST
 LX1348'AND ABOUT 1 FOOT ABOVE THE EAST BLACK TOP ROAD.
 LX1348
 LX1348                          STATION RECOVERY (1978)
 LX1348
 LX1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1348'RECOVERED IN GOOD CONDITION.
 LX1348
 LX1348                          STATION RECOVERY (1989)
 LX1348
 LX1348'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0913 ***********************************************************************
 OE0913  DESIGNATION -  B 404
 OE0913  PID         -  OE0913
 OE0913  STATE/COUNTY-  NY/ONEIDA
 OE0913  USGS QUAD   -  ORISKANY (1955)
 OE0913
 OE0913                         *CURRENT SURVEY CONTROL
 OE0913  ___________________________________________________________________
 OE0913* NAD 83(1986)-  43 09 37.     (N)    075 16 59.     (W)     SCALED    
 OE0913* NAVD 88     -       168.168  (meters)     551.73   (feet)  ADJUSTED  
 OE0913  ___________________________________________________________________
 OE0913  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 OE0913  DYNAMIC HT  -         168.125 (meters)     551.59  (feet)  COMP
 OE0913  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 OE0913
 OE0913  VERT ORDER  -  FIRST     CLASS I
 OE0913
 OE0913.The horizontal coordinates were scaled from a topographic map and have
 OE0913.an estimated accuracy of +/- 6 seconds.
 OE0913
 OE0913.The orthometric height was determined by differential leveling
 OE0913.and adjusted by the National Geodetic Survey in June 1991..
 OE0913
 OE0913.The geoid height was determined by GEOID03.
 OE0913
 OE0913.The dynamic height is computed by dividing the NAVD 88
 OE0913.geopotential number by the normal gravity value computed on the
 OE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0913.degrees latitude (g = 980.6199 gals.).
 OE0913
 OE0913.The modeled gravity was interpolated from observed gravity values.
 OE0913
 OE0913;                    North         East    Units  Estimated Accuracy
 OE0913;SPC NY C     -   351,800.      355,740.      MT  (+/- 180 meters Scaled)
 OE0913
 OE0913                          SUPERSEDED SURVEY CONTROL
 OE0913
 OE0913.No superseded survey control is available for this station.
 OE0913
 OE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN769786(NAD 83)
 OE0913_MARKER: DB = BENCH MARK DISK
 OE0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0913_SP_SET: CULVERT
 OE0913_STAMPING: B 404 1975
 OE0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0913
 OE0913  HISTORY     - Date     Condition        Report By
 OE0913  HISTORY     - 1975     MONUMENTED       NGS
 OE0913
 OE0913                          STATION DESCRIPTION
 OE0913
 OE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0913'0.80 MI SE FROM MARCY.
 OE0913'ABOUT 0.80 MILES SOUTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0913'CROSSING OF STATE HIGHWAY 291 AT MARCY, AT THE CROSSING OF HAYES ROAD,
 OE0913'SET IN THE SOUTH WINGWALL OF A 7 FOOT BOX CULVERT UNDER THE TRACKS,
 OE0913'76.0 FT. SOUTHWEST OF A UTILITY POLE, 57.4 FT. NORTHWEST FROM
 OE0913'CENTERLINE OF HIGHWAY, 7.5 FT. FROM SOUTHWEST RAIL, 4 FT. SOUTHWEST OF
 OE0913'A METAL WITNESS POST, SET ABOUT 2 FT. BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0892 ***********************************************************************
 OE0892  DESIGNATION -  B 405
 OE0892  PID         -  OE0892
 OE0892  STATE/COUNTY-  NY/ONEIDA
 OE0892  USGS QUAD   -  FORESTPORT (1945)
 OE0892
 OE0892                         *CURRENT SURVEY CONTROL
 OE0892  ___________________________________________________________________
 OE0892* NAD 83(1986)-  43 24 40.     (N)    075 12 04.     (W)     SCALED    
 OE0892* NAVD 88     -       350.929  (meters)    1151.34   (feet)  ADJUSTED  
 OE0892  ___________________________________________________________________
 OE0892  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 OE0892  DYNAMIC HT  -         350.838 (meters)    1151.04  (feet)  COMP
 OE0892  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 OE0892
 OE0892  VERT ORDER  -  FIRST     CLASS I
 OE0892
 OE0892.The horizontal coordinates were scaled from a topographic map and have
 OE0892.an estimated accuracy of +/- 6 seconds.
 OE0892
 OE0892.The orthometric height was determined by differential leveling
 OE0892.and adjusted by the National Geodetic Survey in June 1991..
 OE0892
 OE0892.The geoid height was determined by GEOID03.
 OE0892
 OE0892.The dynamic height is computed by dividing the NAVD 88
 OE0892.geopotential number by the normal gravity value computed on the
 OE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0892.degrees latitude (g = 980.6199 gals.).
 OE0892
 OE0892.The modeled gravity was interpolated from observed gravity values.
 OE0892
 OE0892;                    North         East    Units  Estimated Accuracy
 OE0892;SPC NY C     -   379,770.      361,950.      MT  (+/- 180 meters Scaled)
 OE0892
 OE0892                          SUPERSEDED SURVEY CONTROL
 OE0892
 OE0892.No superseded survey control is available for this station.
 OE0892
 OE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP837064(NAD 83)
 OE0892_MARKER: DV = VERTICAL CONTROL DISK
 OE0892_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OE0892_SP_SET: BRIDGE WINGWALL
 OE0892_STAMPING: B 405 1975
 OE0892_MARK LOGO: NGS   
 OE0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0892
 OE0892  HISTORY     - Date     Condition        Report By
 OE0892  HISTORY     - 1975     MONUMENTED       NGS
 OE0892  HISTORY     - 19920602 GOOD             USPSQD
 OE0892  HISTORY     - 20020601 GOOD             USPSQD
 OE0892
 OE0892                          STATION DESCRIPTION
 OE0892
 OE0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0892'2.6 MI SE FROM FORESTPORT.
 OE0892'ABOUT 0.9 MILES EAST ALONG WOODHALL ROAD FROM THE POST OFFICE AT
 OE0892'FORESTPORT, THENCE 1.5 MILES SOUTH ALONG DUSTIN ROAD, 15.0 FEET
 OE0892'SOUTHEAST FROM THE CENTERLINE OF DUSTIN ROAD, SET AT THE SOUTHEAST
 OE0892'CORNER IN THE SOUTHEAST WING WALL OF A STEEL DECK BRIDGE AT KAYUTA
 OE0892'LAKE AND ABOUT LEVEL WITH THE ROAD.
 OE0892
 OE0892                          STATION RECOVERY (1992)
 OE0892
 OE0892'RECOVERY NOTE BY US POWER SQUADRON 1992
 OE0892'RECOVERED IN GOOD CONDITION.
 OE0892
 OE0892                          STATION RECOVERY (2002)
 OE0892
 OE0892'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0552 ***********************************************************************
 OE0552  DESIGNATION -  B 406
 OE0552  PID         -  OE0552
 OE0552  STATE/COUNTY-  NY/HERKIMER
 OE0552  USGS QUAD   -  
 OE0552
 OE0552                         *CURRENT SURVEY CONTROL
 OE0552  ___________________________________________________________________
 OE0552* NAD 83(1986)-  43 39 40.     (N)    075 04 49.     (W)     SCALED    
 OE0552* NAVD 88     -       506.405  (meters)    1661.43   (feet)  ADJUSTED  
 OE0552  ___________________________________________________________________
 OE0552  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OE0552  DYNAMIC HT  -         506.281 (meters)    1661.02  (feet)  COMP
 OE0552  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 OE0552
 OE0552  VERT ORDER  -  FIRST     CLASS I
 OE0552
 OE0552.The horizontal coordinates were scaled from a topographic map and have
 OE0552.an estimated accuracy of +/- 6 seconds.
 OE0552
 OE0552.The orthometric height was determined by differential leveling
 OE0552.and adjusted by the National Geodetic Survey in June 1991..
 OE0552
 OE0552.The geoid height was determined by GEOID03.
 OE0552
 OE0552.The dynamic height is computed by dividing the NAVD 88
 OE0552.geopotential number by the normal gravity value computed on the
 OE0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0552.degrees latitude (g = 980.6199 gals.).
 OE0552
 OE0552.The modeled gravity was interpolated from observed gravity values.
 OE0552
 OE0552;                    North         East    Units  Estimated Accuracy
 OE0552;SPC NY E     -   536,280.      103,200.      MT  (+/- 180 meters Scaled)
 OE0552
 OE0552                          SUPERSEDED SURVEY CONTROL
 OE0552
 OE0552.No superseded survey control is available for this station.
 OE0552
 OE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP935342(NAD 83)
 OE0552_MARKER: DB = BENCH MARK DISK
 OE0552_SETTING: 66 = SET IN ROCK OUTCROP
 OE0552_SP_SET: BED ROCK
 OE0552_STAMPING: B 406 1975
 OE0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0552+STABILITY: POSITION/ELEVATION WELL
 OE0552
 OE0552  HISTORY     - Date     Condition        Report By
 OE0552  HISTORY     - 1975     MONUMENTED       NGS
 OE0552
 OE0552                          STATION DESCRIPTION
 OE0552
 OE0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0552'6.85 MI S FROM OLD FORGE.
 OE0552'6.85 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE FULTON CHAIN OF LAKES
 OE0552'DAM AT OLD FORGE, SET IN A LARGE BED ROCK, ABOUT 0.10 MILE SOUTHWEST
 OE0552'OF A BLACKTOP ROAD LEADING NORTHEAST TO MINNEHAHA, 72.5 FEET NORTHWEST
 OE0552'OF CENTER LINE OF THE HIGHWAY, 52 FEET SOUTHWEST OF POWER POLE NO.
 OE0552'8-43 AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0460 ***********************************************************************
 OE0460  DESIGNATION -  B 407
 OE0460  PID         -  OE0460
 OE0460  STATE/COUNTY-  NY/HERKIMER
 OE0460  USGS QUAD   -  
 OE0460
 OE0460                         *CURRENT SURVEY CONTROL
 OE0460  ___________________________________________________________________
 OE0460* NAD 83(1986)-  43 51 40.     (N)    074 56 32.     (W)     SCALED    
 OE0460* NAVD 88     -       571.328  (meters)    1874.43   (feet)  ADJUSTED  
 OE0460  ___________________________________________________________________
 OE0460  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OE0460  DYNAMIC HT  -         571.192 (meters)    1873.99  (feet)  COMP
 OE0460  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 OE0460
 OE0460  VERT ORDER  -  FIRST     CLASS I
 OE0460
 OE0460.The horizontal coordinates were scaled from a topographic map and have
 OE0460.an estimated accuracy of +/- 6 seconds.
 OE0460
 OE0460.The orthometric height was determined by differential leveling
 OE0460.and adjusted by the National Geodetic Survey in June 1991..
 OE0460
 OE0460.The geoid height was determined by GEOID03.
 OE0460
 OE0460.The dynamic height is computed by dividing the NAVD 88
 OE0460.geopotential number by the normal gravity value computed on the
 OE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0460.degrees latitude (g = 980.6199 gals.).
 OE0460
 OE0460.The modeled gravity was interpolated from observed gravity values.
 OE0460
 OE0460;                    North         East    Units  Estimated Accuracy
 OE0460;SPC NY E     -   558,430.      114,450.      MT  (+/- 180 meters Scaled)
 OE0460
 OE0460                          SUPERSEDED SURVEY CONTROL
 OE0460
 OE0460.No superseded survey control is available for this station.
 OE0460
 OE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP046564(NAD 83)
 OE0460_MARKER: DB = BENCH MARK DISK
 OE0460_SETTING: 80 = SET IN A BOULDER
 OE0460_SP_SET: BOULDER
 OE0460_STAMPING: B 407 1975
 OE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0460+STABILITY: SURFACE MOTION
 OE0460
 OE0460  HISTORY     - Date     Condition        Report By
 OE0460  HISTORY     - 1975     MONUMENTED       NGS
 OE0460
 OE0460                          STATION DESCRIPTION
 OE0460
 OE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0460'5.2 MI N FROM BIG MOOSE.
 OE0460'ABOUT 5.2 MILES NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE STATION
 OE0460'AT BIG MOOSE, 0.3 MILES NORTH OF MILE POST 74, 12.3 FEET NORTHWEST OF
 OE0460'THE WEST RAIL OF TRACK, SET IN THE TOP OF A LARGE BOULDER ABOUT 0.1
 OE0460'MILES NORTH OF A SWAMP AREA, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 OE0460'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0485 ***********************************************************************
 NC0485  DESIGNATION -  B 4.07 L
 NC0485  PID         -  NC0485
 NC0485  STATE/COUNTY-  NY/ERIE
 NC0485  USGS QUAD   -  BUFFALO SE (1965)
 NC0485
 NC0485                         *CURRENT SURVEY CONTROL
 NC0485  ___________________________________________________________________
 NC0485* NAD 83(1986)-  42 48 39.     (N)    078 48 26.     (W)     SCALED    
 NC0485* NAVD 88     -       189.756  (meters)     622.56   (feet)  ADJUSTED  
 NC0485  ___________________________________________________________________
 NC0485  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0485  DYNAMIC HT  -         189.703 (meters)     622.38  (feet)  COMP
 NC0485  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 NC0485
 NC0485  VERT ORDER  -  FIRST     CLASS I
 NC0485
 NC0485.The horizontal coordinates were scaled from a topographic map and have
 NC0485.an estimated accuracy of +/- 6 seconds.
 NC0485
 NC0485.The orthometric height was determined by differential leveling
 NC0485.and adjusted by the National Geodetic Survey in June 1991..
 NC0485
 NC0485.The geoid height was determined by GEOID03.
 NC0485
 NC0485.The dynamic height is computed by dividing the NAVD 88
 NC0485.geopotential number by the normal gravity value computed on the
 NC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0485.degrees latitude (g = 980.6199 gals.).
 NC0485
 NC0485.The modeled gravity was interpolated from observed gravity values.
 NC0485
 NC0485;                    North         East    Units  Estimated Accuracy
 NC0485;SPC NY W     -   312,180.      331,690.      MT  (+/- 180 meters Scaled)
 NC0485
 NC0485                          SUPERSEDED SURVEY CONTROL
 NC0485
 NC0485  NGVD 29 (??/??/92)  189.921  (m)          623.10   (f) ADJ UNCH    1 1
 NC0485
 NC0485.Superseded values are not recommended for survey control.
 NC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0485.See file dsdata.txt to determine how the superseded data were derived.
 NC0485
 NC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH792421(NAD 83)
 NC0485_MARKER: DD = SURVEY DISK
 NC0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0485_SP_SET: BRIDGE
 NC0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0485
 NC0485  HISTORY     - Date     Condition        Report By
 NC0485  HISTORY     - UNK      MONUMENTED       BORR
 NC0485  HISTORY     - 1967     GOOD             NGS
 NC0485  HISTORY     - 20041209 GOOD             NYDT
 NC0485
 NC0485                          STATION DESCRIPTION
 NC0485
 NC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0485'4.05 MI SE FROM BUFFALO.
 NC0485'ABOUT 4.05 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0485'THE SOUTHWEST END OF THE BRIDGE OVER THE BUFFALO RIVER, 0.05 MILE
 NC0485'SOUTHEAST OF MILEPOST 4, SET ON THE TOP OF THE NORTHEAST END OF THE
 NC0485'NORTHWEST BRIDGE SEAT FOR THE NORTHWEST ABUTMENT OF THE B AND O RR
 NC0485'OVERPASS OVER THE PENNSYLVANIA, NEW YORK CENTRAL AND THE LEHIGH VALLEY
 NC0485'RAILROADS, 23 FEET NORTHEAST OF THE NORTHEAST RAIL AND 2 1/2 FEET
 NC0485'BELOW THE LEVEL OF THE TRACK.
 NC0485
 NC0485                          STATION RECOVERY (2004)
 NC0485
 NC0485'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (KJT)
 NC0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0354 ***********************************************************************
 PH0354  DESIGNATION -  B 408
 PH0354  PID         -  PH0354
 PH0354  STATE/COUNTY-  NY/FRANKLIN
 PH0354  USGS QUAD   -  MOUNT MATUMBLA (1968)
 PH0354
 PH0354                         *CURRENT SURVEY CONTROL
 PH0354  ___________________________________________________________________
 PH0354* NAD 83(1986)-  44 17 16.     (N)    074 30 12.     (W)     SCALED    
 PH0354* NAVD 88     -       485.575  (meters)    1593.09   (feet)  ADJUSTED  
 PH0354  ___________________________________________________________________
 PH0354  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PH0354  DYNAMIC HT  -         485.488 (meters)    1592.81  (feet)  COMP
 PH0354  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 PH0354
 PH0354  VERT ORDER  -  FIRST     CLASS I
 PH0354
 PH0354.The horizontal coordinates were scaled from a topographic map and have
 PH0354.an estimated accuracy of +/- 6 seconds.
 PH0354
 PH0354.The orthometric height was determined by differential leveling
 PH0354.and adjusted by the National Geodetic Survey in June 1991..
 PH0354
 PH0354.The geoid height was determined by GEOID03.
 PH0354
 PH0354.The dynamic height is computed by dividing the NAVD 88
 PH0354.geopotential number by the normal gravity value computed on the
 PH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0354.degrees latitude (g = 980.6199 gals.).
 PH0354
 PH0354.The modeled gravity was interpolated from observed gravity values.
 PH0354
 PH0354;                    North         East    Units  Estimated Accuracy
 PH0354;SPC NY E     -   605,740.      149,730.      MT  (+/- 180 meters Scaled)
 PH0354
 PH0354                          SUPERSEDED SURVEY CONTROL
 PH0354
 PH0354.No superseded survey control is available for this station.
 PH0354
 PH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ396039(NAD 83)
 PH0354_MARKER: DB = BENCH MARK DISK
 PH0354_SETTING: 66 = SET IN ROCK OUTCROP
 PH0354_SP_SET: ROCK OUTCROP
 PH0354_STAMPING: B 408 1975
 PH0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0354+STABILITY: POSITION/ELEVATION WELL
 PH0354
 PH0354  HISTORY     - Date     Condition        Report By
 PH0354  HISTORY     - 1975     MONUMENTED       NGS
 PH0354
 PH0354                          STATION DESCRIPTION
 PH0354
 PH0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0354'3.90 MI N FROM TUPPER LAKE.
 PH0354'0.60 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE NEW
 PH0354'YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILE EAST ALONG 9TH
 PH0354'STREET, THENCE 3.25 MILES NORTH ALONG A DIRT ROAD, SET IN THE TOP OF A
 PH0354'ROCK OUTCROP, 0.05 MILE NORTH OF A DIRT ROAD LEADING EAST, 28 FEET
 PH0354'NORTHWEST OF APPROXIMATE CENTER OF THE ROAD, 1.4 FEET NORTHEAST OF A
 PH0354'METAL WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0479 ***********************************************************************
 PH0479  DESIGNATION -  B 409
 PH0479  PID         -  PH0479
 PH0479  STATE/COUNTY-  NY/FRANKLIN
 PH0479  USGS QUAD   -  BRUSHTON (1964)
 PH0479
 PH0479                         *CURRENT SURVEY CONTROL
 PH0479  ___________________________________________________________________
 PH0479* NAD 83(1986)-  44 48 48.     (N)    074 33 20.     (W)     SCALED    
 PH0479* NAVD 88     -       128.977  (meters)     423.15   (feet)  ADJUSTED  
 PH0479  ___________________________________________________________________
 PH0479  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PH0479  DYNAMIC HT  -         128.970 (meters)     423.13  (feet)  COMP
 PH0479  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 PH0479
 PH0479  VERT ORDER  -  FIRST     CLASS I
 PH0479
 PH0479.The horizontal coordinates were scaled from a topographic map and have
 PH0479.an estimated accuracy of +/- 6 seconds.
 PH0479
 PH0479.The orthometric height was determined by differential leveling
 PH0479.and adjusted by the National Geodetic Survey in June 1991..
 PH0479
 PH0479.The geoid height was determined by GEOID03.
 PH0479
 PH0479.The dynamic height is computed by dividing the NAVD 88
 PH0479.geopotential number by the normal gravity value computed on the
 PH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0479.degrees latitude (g = 980.6199 gals.).
 PH0479
 PH0479.The modeled gravity was interpolated from observed gravity values.
 PH0479
 PH0479;                    North         East    Units  Estimated Accuracy
 PH0479;SPC NY E     -   664,130.      145,610.      MT  (+/- 180 meters Scaled)
 PH0479
 PH0479                          SUPERSEDED SURVEY CONTROL
 PH0479
 PH0479.No superseded survey control is available for this station.
 PH0479
 PH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ351623(NAD 83)
 PH0479_MARKER: DB = BENCH MARK DISK
 PH0479_SETTING: 66 = SET IN ROCK OUTCROP
 PH0479_SP_SET: ROCK OUTCROP
 PH0479_STAMPING: B 409 1975
 PH0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0479+STABILITY: POSITION/ELEVATION WELL
 PH0479
 PH0479  HISTORY     - Date     Condition        Report By
 PH0479  HISTORY     - 1975     MONUMENTED       NGS
 PH0479
 PH0479                          STATION DESCRIPTION
 PH0479
 PH0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0479'0.35 MI S FROM MOIRA.
 PH0479'0.35 MILE SOUTH ALONG A BLACKTOP COUNTY ROAD FROM THE METHODIST CHURCH
 PH0479'AT MOIRA, SET IN THE TOP OF A ROCK OUTCROP, 46.4 FEET EAST OF THE
 PH0479'CENTER LINE OF THE ROAD, 203 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 PH0479'SMALL HOUSE, 16 FEET NORTHEAST OF POWER POLE NO. A 65-125, 15.9 FEET
 PH0479'EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE GROUND AND
 PH0479'ABOUT LEVEL WITH THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0487 ***********************************************************************
 NB0487  DESIGNATION -  B 41
 NB0487  PID         -  NB0487
 NB0487  STATE/COUNTY-  NY/CAYUGA
 NB0487  USGS QUAD   -  UNION SPRINGS (1955)
 NB0487
 NB0487                         *CURRENT SURVEY CONTROL
 NB0487  ___________________________________________________________________
 NB0487* NAD 83(1986)-  42 47 02.     (N)    076 42 54.     (W)     SCALED    
 NB0487* NAVD 88     -       123.382  (meters)     404.80   (feet)  ADJUSTED  
 NB0487  ___________________________________________________________________
 NB0487  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB0487  DYNAMIC HT  -         123.348 (meters)     404.68  (feet)  COMP
 NB0487  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 NB0487
 NB0487  VERT ORDER  -  FIRST     CLASS II
 NB0487
 NB0487.The horizontal coordinates were scaled from a topographic map and have
 NB0487.an estimated accuracy of +/- 6 seconds.
 NB0487
 NB0487.The orthometric height was determined by differential leveling
 NB0487.and adjusted by the National Geodetic Survey in June 1991..
 NB0487
 NB0487.The geoid height was determined by GEOID03.
 NB0487
 NB0487.The dynamic height is computed by dividing the NAVD 88
 NB0487.geopotential number by the normal gravity value computed on the
 NB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0487.degrees latitude (g = 980.6199 gals.).
 NB0487
 NB0487.The modeled gravity was interpolated from observed gravity values.
 NB0487
 NB0487;                    North         East    Units  Estimated Accuracy
 NB0487;SPC NY C     -   309,170.      239,230.      MT  (+/- 180 meters Scaled)
 NB0487
 NB0487                          SUPERSEDED SURVEY CONTROL
 NB0487
 NB0487  NGVD 29 (??/??/92)  123.547  (m)          405.34   (f) ADJ UNCH    1 2
 NB0487
 NB0487.Superseded values are not recommended for survey control.
 NB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0487.See file dsdata.txt to determine how the superseded data were derived.
 NB0487
 NB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN597382(NAD 83)
 NB0487_MARKER: DB = BENCH MARK DISK
 NB0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0487_SP_SET: WALL
 NB0487_STAMPING: B 41 1933
 NB0487_MARK LOGO: CGS   
 NB0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0487
 NB0487  HISTORY     - Date     Condition        Report By
 NB0487  HISTORY     - 1933     MONUMENTED       CGS
 NB0487  HISTORY     - 1942     GOOD             NGS
 NB0487  HISTORY     - 1982     GOOD             NGS
 NB0487  HISTORY     - 1985     GOOD             USPSQD
 NB0487  HISTORY     - 1990     GOOD             USPSQD
 NB0487  HISTORY     - 20010725 GOOD             USPSQD
 NB0487
 NB0487                          STATION DESCRIPTION
 NB0487
 NB0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0487'AT LEVANNA.
 NB0487'BENCH MARK IS SET VERTICALLY IN THE EAST FACE OF A BRICK DWELLING
 NB0487'HOUSE ABOUT 200. FEET SOUTH OF THE LEHIGH VALLEY RAILROAD STATION AT
 NB0487'LEVANNA. IT IS 2.1 FEET ABOVE THE GROUND, 1. FOOT NORTH OF THE SOUTH
 NB0487'EAST CORNER OF THE MAIN WING AND 23.8 FEET WEST OF THE CENTER LINE
 NB0487'OF THE RAILROAD TRACK.
 NB0487
 NB0487                          STATION RECOVERY (1982)
 NB0487
 NB0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0487'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN
 NB0487'LEVANNA, 0.2 KM (0.1 MI) WEST ALONG LEVANNA ROAD, FROM THE
 NB0487'INTERSECTION OF STATE HIGHWAY 90 TO THE MARK ON THE LEFT, SET
 NB0487'VERTICALLY IN THE EAST FACE OF A 2-STORY BRICK HOUSE AND NEAR
 NB0487'THE SOUTHEAST CORNER OF THE HOUSE, 48.76 METERS (160.0 FT)
 NB0487'SOUTH OF THE CENTER OF LEVANNA ROAD, 6.40 METERS (21.0 FT)
 NB0487'SOUTHWEST OF TELEPHONE POLE NUMBER 1-101-1, 0.30 METER
 NB0487'(1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE HOUSE.
 NB0487'THE MARK IS 0.61 M ABOVE GROUND.
 NB0487
 NB0487                          STATION RECOVERY (1985)
 NB0487
 NB0487'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0487'THE LEHIGH VALLEY RAILROAD HAS BEEN ABANDONED. THE RAILS, TIES, AND
 NB0487'FLAG STATION HAVE BEEN REMOVED. THE MARK WAS FOUND ON THE EAST FACE
 NB0487'OF THE BRICK RESIDENCE. IT IS 2.5 FEET ABOVE THE GROUND.
 NB0487
 NB0487                          STATION RECOVERY (1990)
 NB0487
 NB0487'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0487'RECOVERED IN GOOD CONDITION.
 NB0487
 NB0487                          STATION RECOVERY (2001)
 NB0487
 NB0487'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0325 ***********************************************************************
 OG0325  DESIGNATION -  B 410
 OG0325  PID         -  OG0325
 OG0325  STATE/COUNTY-  NY/NIAGARA
 OG0325  USGS QUAD   -  
 OG0325
 OG0325                         *CURRENT SURVEY CONTROL
 OG0325  ___________________________________________________________________
 OG0325* NAD 83(1986)-  43 12 34.     (N)    079 02 54.     (W)     SCALED    
 OG0325* NAVD 88     -        96.234  (meters)     315.73   (feet)  ADJUSTED  
 OG0325  ___________________________________________________________________
 OG0325  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 OG0325  DYNAMIC HT  -          96.212 (meters)     315.66  (feet)  COMP
 OG0325  MODELED GRAV-     980,395.3   (mgal)                       NAVD 88
 OG0325
 OG0325  VERT ORDER  -  FIRST     CLASS 0
 OG0325
 OG0325.The horizontal coordinates were scaled from a topographic map and have
 OG0325.an estimated accuracy of +/- 6 seconds.
 OG0325
 OG0325.The orthometric height was determined by differential leveling
 OG0325.and adjusted by the National Geodetic Survey in June 1991..
 OG0325
 OG0325.The geoid height was determined by GEOID03.
 OG0325
 OG0325.The dynamic height is computed by dividing the NAVD 88
 OG0325.geopotential number by the normal gravity value computed on the
 OG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0325.degrees latitude (g = 980.6199 gals.).
 OG0325
 OG0325.The modeled gravity was interpolated from observed gravity values.
 OG0325
 OG0325;                    North         East    Units  Estimated Accuracy
 OG0325;SPC NY W     -   356,540.      312,220.      MT  (+/- 180 meters Scaled)
 OG0325
 OG0325                          SUPERSEDED SURVEY CONTROL
 OG0325
 OG0325.No superseded survey control is available for this station.
 OG0325
 OG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH585859(NAD 83)
 OG0325_MARKER: DB = BENCH MARK DISK
 OG0325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OG0325_SP_SET: COPPER-CLAD STEEL ROD
 OG0325_STAMPING: B 410 1977
 OG0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0325
 OG0325  HISTORY     - Date     Condition        Report By
 OG0325  HISTORY     - 1977     MONUMENTED       NGS
 OG0325  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OG0325
 OG0325                          STATION DESCRIPTION
 OG0325
 OG0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0325'2.8 MI SOUTH FROM YOUNGSTOWN.
 OG0325'2.8 MILES ALONG SOUTH RIVER ROAD AND STATE HIGHWAY 18F FROM THE
 OG0325'INTERSECTION OF MAIN AND LOCKPORT STREETS, THIS MARK IS ALSO
 OG0325'2.6 MILES NORTH OF LEWISTON, 26 FEET EAST OF THE CENTERLINE OF
 OG0325'HIGHWAY, 22 FEET NORTH OF A TWO FEET DIAMETER PINE TREE, AND 2
 OG0325'FEET EAST OF A POWER POLE 4163.
 OG0325
 OG0325                          STATION RECOVERY (1983)
 OG0325
 OG0325'RECOVERY NOTE BY US POWER SQUADRON 1983
 OG0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0328 ***********************************************************************
 OG0328  DESIGNATION -  B 411
 OG0328  PID         -  OG0328
 OG0328  STATE/COUNTY-  NY/NIAGARA
 OG0328  USGS QUAD   -  
 OG0328
 OG0328                         *CURRENT SURVEY CONTROL
 OG0328  ___________________________________________________________________
 OG0328* NAD 83(1986)-  43 10 19.     (N)    079 01 03.     (W)     SCALED    
 OG0328* NAVD 88     -       125.094  (meters)     410.41   (feet)  ADJUSTED  
 OG0328  ___________________________________________________________________
 OG0328  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OG0328  DYNAMIC HT  -         125.064 (meters)     410.31  (feet)  COMP
 OG0328  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 OG0328
 OG0328  VERT ORDER  -  FIRST     CLASS 0
 OG0328
 OG0328.The horizontal coordinates were scaled from a topographic map and have
 OG0328.an estimated accuracy of +/- 6 seconds.
 OG0328
 OG0328.The orthometric height was determined by differential leveling
 OG0328.and adjusted by the National Geodetic Survey in June 1991..
 OG0328
 OG0328.The geoid height was determined by GEOID03.
 OG0328
 OG0328.The dynamic height is computed by dividing the NAVD 88
 OG0328.geopotential number by the normal gravity value computed on the
 OG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0328.degrees latitude (g = 980.6199 gals.).
 OG0328
 OG0328.The modeled gravity was interpolated from observed gravity values.
 OG0328
 OG0328;                    North         East    Units  Estimated Accuracy
 OG0328;SPC NY W     -   352,360.      314,700.      MT  (+/- 180 meters Scaled)
 OG0328
 OG0328                          SUPERSEDED SURVEY CONTROL
 OG0328
 OG0328.No superseded survey control is available for this station.
 OG0328
 OG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH611818(NAD 83)
 OG0328_MARKER: DB = BENCH MARK DISK
 OG0328_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OG0328_SP_SET: COPPER-CLAD STEEL ROD
 OG0328_STAMPING: B 411 1977
 OG0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0328+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 OG0328
 OG0328  HISTORY     - Date     Condition        Report By
 OG0328  HISTORY     - 1977     MONUMENTED       NGS
 OG0328  HISTORY     - 19991201 GOOD             JCLS
 OG0328
 OG0328                          STATION DESCRIPTION
 OG0328
 OG0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0328'IN LEWISTON.
 OG0328'0.5 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 18 AND 104
 OG0328'AT THE EAST SIDE OF LEWISTON, SET IN THE SOUTH END OF THE WEST
 OG0328'MEDIAN OF THE INTERSECTION, 63 FEET WEST OF CENTERLINE OF HIGHWAY
 OG0328'18, 97 FEET NORTHEAST OF FIRE HYDRANT AND 5 FEET EAST OF POWER
 OG0328'POLE NUMBER 3 WITH GUIDE WIRE.
 OG0328
 OG0328                          STATION RECOVERY (1999)
 OG0328
 OG0328'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 OG0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0357 ***********************************************************************
 OG0357  DESIGNATION -  B 412
 OG0357  PID         -  OG0357
 OG0357  STATE/COUNTY-  NY/NIAGARA
 OG0357  USGS QUAD   -  
 OG0357
 OG0357                         *CURRENT SURVEY CONTROL
 OG0357  ___________________________________________________________________
 OG0357* NAD 83(1996)-  43 04 29.68737(N)    079 00 19.52161(W)     ADJUSTED  
 OG0357* NAVD 88     -       177.833  (meters)     583.44   (feet)  ADJUSTED  
 OG0357  ___________________________________________________________________
 OG0357  X           -     889,953.241 (meters)                     COMP
 OG0357  Y           -  -4,580,727.098 (meters)                     COMP
 OG0357  Z           -   4,333,681.733 (meters)                     COMP
 OG0357  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 OG0357  ELLIP HEIGHT-         142.17  (meters)          (12/15/03) GPS OBS
 OG0357  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OG0357  DYNAMIC HT  -         177.789 (meters)     583.30  (feet)  COMP
 OG0357  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 OG0357
 OG0357  HORZ ORDER  -  FIRST
 OG0357  VERT ORDER  -  FIRST     CLASS 0
 OG0357  ELLP ORDER  -  FOURTH    CLASS II
 OG0357
 OG0357.The horizontal coordinates were established by GPS observations
 OG0357.and adjusted by the National Geodetic Survey in December 2003..
 OG0357
 OG0357.The orthometric height was determined by differential leveling
 OG0357.and adjusted by the National Geodetic Survey in June 1991..
 OG0357
 OG0357.Photographs are available for this station.
 OG0357
 OG0357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OG0357
 OG0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0357
 OG0357.The ellipsoidal height was determined by GPS observations
 OG0357.and is referenced to NAD 83.
 OG0357
 OG0357.The geoid height was determined by GEOID03.
 OG0357
 OG0357.The dynamic height is computed by dividing the NAVD 88
 OG0357.geopotential number by the normal gravity value computed on the
 OG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0357.degrees latitude (g = 980.6199 gals.).
 OG0357
 OG0357.The modeled gravity was interpolated from observed gravity values.
 OG0357
 OG0357;                    North         East     Units Scale Factor Converg.
 OG0357;SPC NY W     -   341,578.343   315,626.396   MT  0.99995203   -0 17 17.8
 OG0357;SPC NY W     - 1,120,661.61  1,035,517.60   sFT  0.99995203   -0 17 17.8
 OG0357;UTM  17      - 4,771,064.516   662,379.323   MT  0.99992437   +1 21 45.0
 OG0357
 OG0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0357!SPC NY W     -   0.99997771  x   0.99995203  =   0.99992974
 OG0357!UTM  17      -   0.99997771  x   0.99992437  =   0.99990208
 OG0357
 OG0357                          SUPERSEDED SURVEY CONTROL
 OG0357
 OG0357  NAVD 88 (12/15/03)  177.83   (m)          583.4    (f) LEVELING    3  
 OG0357
 OG0357.Superseded values are not recommended for survey control.
 OG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0357.See file dsdata.txt to determine how the superseded data were derived.
 OG0357
 OG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6237971065(NAD 83)
 OG0357_MARKER: DB = BENCH MARK DISK
 OG0357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OG0357_SP_SET: COPPER-CLAD STEEL ROD
 OG0357_STAMPING: B 412 1977
 OG0357_MARK LOGO: NGS   
 OG0357_PROJECTION: FLUSH
 OG0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0357+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 OG0357
 OG0357  HISTORY     - Date     Condition        Report By
 OG0357  HISTORY     - 1977     MONUMENTED       NGS
 OG0357  HISTORY     - 20031007 GOOD             NGS
 OG0357
 OG0357                          STATION DESCRIPTION
 OG0357
 OG0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0357'IN NIAGARA FALLS.
 OG0357'0.2 MILE SOUTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF
 OG0357'MAIN AND SECOND STREETS TO THE EXIT TO ROBERT MOSES PARKWAY SOUTH,
 OG0357'THENCE 3.9 MILES SOUTHEAST ON PARKWAY TO A POINT WHERE TWO HIGH
 OG0357'TENSION POWER LINES CROSS PARKWAY AND RIVER, SET IN THE CENTER
 OG0357'OF MEDIAN AT THE MOST NORTHERLY POWER LINE, ALSO ABOUT 0.45 MILE
 OG0357'SOUTH OF THE SOUTH WATER INTAKE TOWER, 91 FEET NORTHEAST OF THE
 OG0357'NORTHEAST LEG OF METAL TOWER SUPPORTING POWER LINE ON RIVER SIDE
 OG0357'OF ROAD, 23 FEET NORTHEAST OF THE CENTERLINE OF SOUTHBOUND
 OG0357'TRAFFIC, 33 FEET SOUTHWEST OF CENTERLINE OF NORTHBOUND TRAFFIC,
 OG0357'AND 74 FEET SOUTHWEST OF A LIGHT POLE ON NORTH SIDE OF PARKWAY.
 OG0357
 OG0357                          STATION RECOVERY (2003)
 OG0357
 OG0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 OG0357'RECOVERED AS DESCRIBED IN THE 1977 DESCRIPTION WITH THE FOLLOWING
 OG0357'CHANGE.  LIGHT POLE
 OG0357'ON NORTH SIDE OF PARKWAY NO LONGER EXISTS.
 OG0357'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2078 ***********************************************************************
 LY2078  DESIGNATION -  B 415
 LY2078  PID         -  LY2078
 LY2078  STATE/COUNTY-  NY/ORANGE
 LY2078  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2078
 LY2078                         *CURRENT SURVEY CONTROL
 LY2078  ___________________________________________________________________
 LY2078* NAD 83(1986)-  41 23 21.     (N)    074 39 43.     (W)     SCALED    
 LY2078* NAVD 88     -       139.131  (meters)     456.47   (feet)  ADJUSTED  
 LY2078  ___________________________________________________________________
 LY2078  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LY2078  DYNAMIC HT  -         139.074 (meters)     456.28  (feet)  COMP
 LY2078  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 LY2078
 LY2078  VERT ORDER  -  FIRST     CLASS II
 LY2078
 LY2078.The horizontal coordinates were scaled from a topographic map and have
 LY2078.an estimated accuracy of +/- 6 seconds.
 LY2078
 LY2078.The orthometric height was determined by differential leveling
 LY2078.and adjusted by the National Geodetic Survey in June 1991..
 LY2078
 LY2078.The geoid height was determined by GEOID03.
 LY2078
 LY2078.The dynamic height is computed by dividing the NAVD 88
 LY2078.geopotential number by the normal gravity value computed on the
 LY2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2078.degrees latitude (g = 980.6199 gals.).
 LY2078
 LY2078.The modeled gravity was interpolated from observed gravity values.
 LY2078
 LY2078;                    North         East    Units  Estimated Accuracy
 LY2078;SPC NY E     -   283,780.      136,460.      MT  (+/- 180 meters Scaled)
 LY2078
 LY2078                          SUPERSEDED SURVEY CONTROL
 LY2078
 LY2078.No superseded survey control is available for this station.
 LY2078
 LY2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL282820(NAD 83)
 LY2078_MARKER: DB = BENCH MARK DISK
 LY2078_SETTING: 66 = SET IN ROCK OUTCROP
 LY2078_SP_SET: BEDROCK
 LY2078_STAMPING: B 415 1978
 LY2078_MARK LOGO: NGS   
 LY2078_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2078+STABILITY: POSITION/ELEVATION WELL
 LY2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2078+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 LY2078
 LY2078  HISTORY     - Date     Condition        Report By
 LY2078  HISTORY     - 1978     MONUMENTED       NGS
 LY2078  HISTORY     - 19950112 GOOD             NJGS
 LY2078
 LY2078                          STATION DESCRIPTION
 LY2078
 LY2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2078'1.85 MI NE FROM PORT JERVIS.
 LY2078'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE ORANGE SQUARE
 LY2078'PARK AT PORT JERVIS TO THE MARK ON THE RIGHT, SET IN THE BOTTOM OF A
 LY2078'LARGE BEDROCK EMBANKMENT, DIRECTLY ACROSS HIGHWAY FROM THE DEERPARK
 LY2078'TRACTOR EQUIPMENT SHOP, 64 FEET NORTHEAST OF A TELEPHONE CABLE SIGN,
 LY2078'49 FEET SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE NUMBER
 LY2078'40949-50633, 23.5 FEET SOUTHEAST OF THE CENTER LINE OF 209.
 LY2078
 LY2078                          STATION RECOVERY (1995)
 LY2078
 LY2078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2078'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2053 ***********************************************************************
 LY2053  DESIGNATION -  B 416
 LY2053  PID         -  LY2053
 LY2053  STATE/COUNTY-  NY/ORANGE
 LY2053  USGS QUAD   -  GOSHEN (1957)
 LY2053
 LY2053                         *CURRENT SURVEY CONTROL
 LY2053  ___________________________________________________________________
 LY2053* NAD 83(1986)-  41 27 33.     (N)    074 15 09.     (W)     SCALED    
 LY2053* NAVD 88     -       109.532  (meters)     359.36   (feet)  ADJUSTED  
 LY2053  ___________________________________________________________________
 LY2053  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY2053  DYNAMIC HT  -         109.489 (meters)     359.22  (feet)  COMP
 LY2053  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 LY2053
 LY2053  VERT ORDER  -  FIRST     CLASS II
 LY2053
 LY2053.The horizontal coordinates were scaled from a topographic map and have
 LY2053.an estimated accuracy of +/- 6 seconds.
 LY2053
 LY2053.The orthometric height was determined by differential leveling
 LY2053.and adjusted by the National Geodetic Survey in June 1991..
 LY2053
 LY2053.The geoid height was determined by GEOID03.
 LY2053
 LY2053.The dynamic height is computed by dividing the NAVD 88
 LY2053.geopotential number by the normal gravity value computed on the
 LY2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2053.degrees latitude (g = 980.6199 gals.).
 LY2053
 LY2053.The modeled gravity was interpolated from observed gravity values.
 LY2053
 LY2053;                    North         East    Units  Estimated Accuracy
 LY2053;SPC NY E     -   291,570.      170,680.      MT  (+/- 180 meters Scaled)
 LY2053
 LY2053                          SUPERSEDED SURVEY CONTROL
 LY2053
 LY2053.No superseded survey control is available for this station.
 LY2053
 LY2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL624900(NAD 83)
 LY2053_MARKER: DB = BENCH MARK DISK
 LY2053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2053_SP_SET: STAINLESS STEEL ROD
 LY2053_STAMPING: B 416 1978
 LY2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2053
 LY2053  HISTORY     - Date     Condition        Report By
 LY2053  HISTORY     - 1978     MONUMENTED       NGS
 LY2053  HISTORY     - 19950727 GOOD             USPSQD
 LY2053
 LY2053                          STATION DESCRIPTION
 LY2053
 LY2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2053'0.45 MI NE FROM CAMPBELL HALL.
 LY2053'0.45 MILE NORTHEAST ALONG ORANGE COUNTY ROAD 4 FROM THE POST OFFICE
 LY2053'IN CAMPBELL HALL TO THE MARK ON THE RIGHT, 149 FEET SOUTHWEST OF
 LY2053'POWER POLE NUMBER N46766 WITH TRANSFORMER, 17 FEET SOUTHEAST OF THE
 LY2053'CENTER LINE OF ROAD, 3 FEET NORTHEAST OF POWER POLE NUMBER 28076
 LY2053'WITH BRACE POLE.
 LY2053
 LY2053                          STATION RECOVERY (1995)
 LY2053
 LY2053'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1615 ***********************************************************************
 LX1615  DESIGNATION -  B 417
 LX1615  PID         -  LX1615
 LX1615  STATE/COUNTY-  NY/ULSTER
 LX1615  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1615
 LX1615                         *CURRENT SURVEY CONTROL
 LX1615  ___________________________________________________________________
 LX1615* NAD 83(1986)-  41 42 32.     (N)    073 57 45.     (W)     SCALED    
 LX1615* NAVD 88     -        85.420  (meters)     280.25   (feet)  ADJUSTED  
 LX1615  ___________________________________________________________________
 LX1615  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX1615  DYNAMIC HT  -          85.388 (meters)     280.14  (feet)  COMP
 LX1615  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 LX1615
 LX1615  VERT ORDER  -  FIRST     CLASS II
 LX1615
 LX1615.The horizontal coordinates were scaled from a topographic map and have
 LX1615.an estimated accuracy of +/- 6 seconds.
 LX1615
 LX1615.The orthometric height was determined by differential leveling
 LX1615.and adjusted by the National Geodetic Survey in June 1991..
 LX1615
 LX1615.The geoid height was determined by GEOID03.
 LX1615
 LX1615.The dynamic height is computed by dividing the NAVD 88
 LX1615.geopotential number by the normal gravity value computed on the
 LX1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1615.degrees latitude (g = 980.6199 gals.).
 LX1615
 LX1615.The modeled gravity was interpolated from observed gravity values.
 LX1615
 LX1615;                    North         East    Units  Estimated Accuracy
 LX1615;SPC NY E     -   319,410.      194,730.      MT  (+/- 180 meters Scaled)
 LX1615
 LX1615                          SUPERSEDED SURVEY CONTROL
 LX1615
 LX1615.No superseded survey control is available for this station.
 LX1615
 LX1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM863179(NAD 83)
 LX1615_MARKER: DB = BENCH MARK DISK
 LX1615_SETTING: 66 = SET IN ROCK OUTCROP
 LX1615_SP_SET: BEDROCK
 LX1615_STAMPING: B 417 1978
 LX1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1615+STABILITY: POSITION/ELEVATION WELL
 LX1615
 LX1615  HISTORY     - Date     Condition        Report By
 LX1615  HISTORY     - 1978     MONUMENTED       NGS
 LX1615  HISTORY     - 20050717 MARK NOT FOUND   JCLS
 LX1615
 LX1615                          STATION DESCRIPTION
 LX1615
 LX1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1615'1.20 MI SE FROM HIGHLAND.
 LX1615'1.25 MILES SOUTHEAST ALONG STATE HIGHWAYS 44 AND 55 FROM THE POST
 LX1615'OFFICE AT HIGHLAND TO THE MARK ON THE RIGHT, 0.05 MILE NORTHWEST OF
 LX1615'THE TOLL GATE, 156 FEET WEST OF A FLAG POLE, 58 FEET SOUTH OF THE
 LX1615'CENTER LINE OF 44 AND 55, 13 FEET SOUTHEAST OF A LIGHT POLE, 8.5 FEET
 LX1615'NORTHEAST OF A HIGHWAY SIGN AND WITNESS POST, 7 FEET SOUTH OF A
 LX1615'METAL GUARDRAIL.
 LX1615
 LX1615                          STATION RECOVERY (2005)
 LX1615
 LX1615'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 LX1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0708 ***********************************************************************
 MZ0708  DESIGNATION -  B 42
 MZ0708  PID         -  MZ0708
 MZ0708  STATE/COUNTY-  NY/COLUMBIA
 MZ0708  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0708
 MZ0708                         *CURRENT SURVEY CONTROL
 MZ0708  ___________________________________________________________________
 MZ0708* NAD 83(1986)-  42 24 34.     (N)    073 36 59.     (W)     SCALED    
 MZ0708* NAVD 88     -        96.168  (meters)     315.51   (feet)  ADJUSTED  
 MZ0708  ___________________________________________________________________
 MZ0708  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MZ0708  DYNAMIC HT  -          96.135 (meters)     315.40  (feet)  COMP
 MZ0708  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 MZ0708
 MZ0708  VERT ORDER  -  FIRST     CLASS II
 MZ0708
 MZ0708.The horizontal coordinates were scaled from a topographic map and have
 MZ0708.an estimated accuracy of +/- 6 seconds.
 MZ0708
 MZ0708.The orthometric height was determined by differential leveling
 MZ0708.and adjusted by the National Geodetic Survey in June 1991..
 MZ0708
 MZ0708.The geoid height was determined by GEOID03.
 MZ0708
 MZ0708.The dynamic height is computed by dividing the NAVD 88
 MZ0708.geopotential number by the normal gravity value computed on the
 MZ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0708.degrees latitude (g = 980.6199 gals.).
 MZ0708
 MZ0708.The modeled gravity was interpolated from observed gravity values.
 MZ0708
 MZ0708;                    North         East    Units  Estimated Accuracy
 MZ0708;SPC NY E     -   397,450.      222,730.      MT  (+/- 180 meters Scaled)
 MZ0708
 MZ0708                          SUPERSEDED SURVEY CONTROL
 MZ0708
 MZ0708  NGVD 29 (??/??/92)   96.360  (m)          316.14   (f) ADJ UNCH    1 2
 MZ0708
 MZ0708.Superseded values are not recommended for survey control.
 MZ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0708.See file dsdata.txt to determine how the superseded data were derived.
 MZ0708
 MZ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM138961(NAD 83)
 MZ0708_MARKER: DB = BENCH MARK DISK
 MZ0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0708_SP_SET: BRIDGE ABUTMENT
 MZ0708_STAMPING: B 42 1933
 MZ0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0708
 MZ0708  HISTORY     - Date     Condition        Report By
 MZ0708  HISTORY     - 1933     MONUMENTED       CGS
 MZ0708  HISTORY     - 1985     GOOD             USPSQD
 MZ0708  HISTORY     - 1985     GOOD             USPSQD
 MZ0708  HISTORY     - 1988     GOOD             USPSQD
 MZ0708
 MZ0708                          STATION DESCRIPTION
 MZ0708
 MZ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MZ0708'0.6 MI S FROM CHATHAM CENTER.
 MZ0708'ON B AND A RR. 0.6 MILES EAST OF CHATHAM CENTER RR STATION. 1169 FT.
 MZ0708'EAST OF B AND A BRIDGE, NO. 181.69, OVER STREAM. 10 FT. WEST OF EAST
 MZ0708'CORNER OF SOUTH STONE ABUTMENT OF OVERHEAD BRIDGE, NO. 181.49. 10 FT.
 MZ0708'SOUTH OF CENTER LINE OF EAST BOUND TRACK. 4 1/2 FT. ABOVE TOP OF RAIL.
 MZ0708
 MZ0708                          STATION RECOVERY (1985)
 MZ0708
 MZ0708'RECOVERY NOTE BY US POWER SQUADRON 1985
 MZ0708'DESC. SHOULD READ 'FACE' RATHER THAN 'TOP' OF SOUTH STONE ABUTMENT,
 MZ0708'MODERNIZATION OF TRACK HAS APPARENTLY RAISED THE RAILS. DISC IS
 MZ0708'MOUNTED VERTICALLY ABOUT 2 1/2 FEET ABOVE TOP OF RAIL. BRIDGE CARRIES
 MZ0708'WHITE MILLS ROAD OVER TRACK.
 MZ0708
 MZ0708                          STATION RECOVERY (1985)
 MZ0708
 MZ0708'RECOVERY NOTE BY US POWER SQUADRON 1985
 MZ0708'DESC. SHOULD READ 'FACE' RATHER THAN 'TOP' OF SOUTH STONE ABUTMENT,
 MZ0708'MODERNIZATION OF TRACK HAS APPARENTLY RAISED THE RAILS. DISC IS
 MZ0708'MOUNTED VERTICALLY ABOUT 2 1/2 FEET ABOVE TOP OF RAIL. BRIDGE CARRIES
 MZ0708'WHITE MILLS ROAD OVER TRACK.
 MZ0708
 MZ0708                          STATION RECOVERY (1988)
 MZ0708
 MZ0708'RECOVERY NOTE BY US POWER SQUADRON 1988 (BF)
 MZ0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0288 ***********************************************************************
 LY0288  DESIGNATION -  B 43
 LY0288  PID         -  LY0288
 LY0288  STATE/COUNTY-  NY/ORANGE
 LY0288  USGS QUAD   -  CORNWALL (1981)
 LY0288
 LY0288                         *CURRENT SURVEY CONTROL
 LY0288  ___________________________________________________________________
 LY0288* NAD 83(1986)-  41 28 35.     (N)    074 02 04.     (W)     SCALED    
 LY0288* NAVD 88     -        58.558  (meters)     192.12   (feet)  ADJUSTED  
 LY0288  ___________________________________________________________________
 LY0288  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY0288  DYNAMIC HT  -          58.535 (meters)     192.04  (feet)  COMP
 LY0288  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 LY0288
 LY0288  VERT ORDER  -  SECOND    CLASS 0
 LY0288
 LY0288.The horizontal coordinates were scaled from a topographic map and have
 LY0288.an estimated accuracy of +/- 6 seconds.
 LY0288
 LY0288.The orthometric height was determined by differential leveling
 LY0288.and adjusted by the National Geodetic Survey in June 1991..
 LY0288
 LY0288.The geoid height was determined by GEOID03.
 LY0288
 LY0288.The dynamic height is computed by dividing the NAVD 88
 LY0288.geopotential number by the normal gravity value computed on the
 LY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0288.degrees latitude (g = 980.6199 gals.).
 LY0288
 LY0288.The modeled gravity was interpolated from observed gravity values.
 LY0288
 LY0288;                    North         East    Units  Estimated Accuracy
 LY0288;SPC NY E     -   293,550.      188,880.      MT  (+/- 180 meters Scaled)
 LY0288
 LY0288                          SUPERSEDED SURVEY CONTROL
 LY0288
 LY0288  NGVD 29 (??/??/92)   58.835  (m)          193.03   (f) ADJ UNCH    2 0
 LY0288
 LY0288.Superseded values are not recommended for survey control.
 LY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0288.See file dsdata.txt to determine how the superseded data were derived.
 LY0288
 LY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL806920(NAD 83)
 LY0288_MARKER: DB = BENCH MARK DISK
 LY0288_SETTING: 66 = SET IN ROCK OUTCROP
 LY0288_SP_SET: ROCK OUTCROP
 LY0288_STAMPING: B 43 1933
 LY0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0288+STABILITY: POSITION/ELEVATION WELL
 LY0288
 LY0288  HISTORY     - Date     Condition        Report By
 LY0288  HISTORY     - 1933     MONUMENTED       CGS
 LY0288  HISTORY     - 1956     MARK NOT FOUND   USGS
 LY0288
 LY0288                          STATION DESCRIPTION
 LY0288
 LY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LY0288'AT NEW WINDSOR.
 LY0288'AT NEW WINDSOR, ORANGE COUNTY, ON THE ERIE RAILROAD, 5 RAILS
 LY0288'SOUTH OF THE STATION, 75 YARDS WEST OF THE NEW WINDSOR COAL
 LY0288'CO. OFFICE, 30 YARDS NORTHEAST OF A PAVED-ROAD CROSSING, 15 YARDS
 LY0288'EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LARGE
 LY0288'ROCK OUTCROP.  A STANDARD DISK, STAMPED B 43 1933.
 LY0288
 LY0288                          STATION RECOVERY (1956)
 LY0288
 LY0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LY0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0234 ***********************************************************************
 NC0234  DESIGNATION -  B 43.35 L
 NC0234  PID         -  NC0234
 NC0234  STATE/COUNTY-  NY/CATTARAUGUS
 NC0234  USGS QUAD   -  ASHFORD (1964)
 NC0234
 NC0234                         *CURRENT SURVEY CONTROL
 NC0234  ___________________________________________________________________
 NC0234* NAD 83(1986)-  42 20 44.     (N)    078 36 31.     (W)     SCALED    
 NC0234* NAVD 88     -       512.547  (meters)    1681.58   (feet)  ADJUSTED  
 NC0234  ___________________________________________________________________
 NC0234  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NC0234  DYNAMIC HT  -         512.350 (meters)    1680.93  (feet)  COMP
 NC0234  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 NC0234
 NC0234  VERT ORDER  -  FIRST     CLASS I
 NC0234
 NC0234.The horizontal coordinates were scaled from a topographic map and have
 NC0234.an estimated accuracy of +/- 6 seconds.
 NC0234
 NC0234.The orthometric height was determined by differential leveling
 NC0234.and adjusted by the National Geodetic Survey in June 1991..
 NC0234
 NC0234.The geoid height was determined by GEOID03.
 NC0234
 NC0234.The dynamic height is computed by dividing the NAVD 88
 NC0234.geopotential number by the normal gravity value computed on the
 NC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0234.degrees latitude (g = 980.6199 gals.).
 NC0234
 NC0234.The modeled gravity was interpolated from observed gravity values.
 NC0234
 NC0234;                    North         East    Units  Estimated Accuracy
 NC0234;SPC NY W     -   260,480.      347,920.      MT  (+/- 180 meters Scaled)
 NC0234
 NC0234                          SUPERSEDED SURVEY CONTROL
 NC0234
 NC0234  NGVD 29 (??/??/92)  512.696  (m)         1682.07   (f) ADJ UNCH    1 1
 NC0234
 NC0234.Superseded values are not recommended for survey control.
 NC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0234.See file dsdata.txt to determine how the superseded data were derived.
 NC0234
 NC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG969909(NAD 83)
 NC0234_MARKER: DD = SURVEY DISK
 NC0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0234_SP_SET: CULVERT
 NC0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0234+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 NC0234
 NC0234  HISTORY     - Date     Condition        Report By
 NC0234  HISTORY     - UNK      MONUMENTED       BORR
 NC0234  HISTORY     - 1967     GOOD             NGS
 NC0234  HISTORY     - 20021018 GOOD             USPSQD
 NC0234  HISTORY     - 20060329 GOOD             USPSQD
 NC0234
 NC0234                          STATION DESCRIPTION
 NC0234
 NC0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0234'1.8 MI N FROM ASHFORD.
 NC0234'ABOUT 1.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0234'CROSSING OF STATE HIGHWAY 242 AT ASHFORD, 0.2 MILE NORTHEAST OF A
 NC0234'GRAVELED ROAD CROSSING, SET ON THE TOP AND ABOUT IN THE CENTER OF THE
 NC0234'SOUTHEAST CONCRETE HEAD WALL FOR A DOUBLE 3-FOOT CAST IRON PIPE
 NC0234'CULVERT UNDER THE TRACKS, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 NC0234'6 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE--HEAD WALL IS CRACKED.
 NC0234
 NC0234                          STATION RECOVERY (2002)
 NC0234
 NC0234'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0234'CONCRETE CRACKING.
 NC0234
 NC0234                          STATION RECOVERY (2006)
 NC0234
 NC0234'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2080 ***********************************************************************
 LY2080  DESIGNATION -  B 437
 LY2080  PID         -  LY2080
 LY2080  STATE/COUNTY-  NY/ORANGE
 LY2080  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2080
 LY2080                         *CURRENT SURVEY CONTROL
 LY2080  ___________________________________________________________________
 LY2080* NAD 83(1986)-  41 22 54.     (N)    074 41 56.     (W)     SCALED    
 LY2080* NAVD 88     -       168.734  (meters)     553.59   (feet)  ADJUSTED  
 LY2080  ___________________________________________________________________
 LY2080  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY2080  DYNAMIC HT  -         168.665 (meters)     553.36  (feet)  COMP
 LY2080  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 LY2080  OBS GRAVITY -     980,210.5   (mgal)                       GRAV_OBS
 LY2080
 LY2080  VERT ORDER  -  FIRST     CLASS II
 LY2080
 LY2080.The horizontal coordinates were scaled from a topographic map and have
 LY2080.an estimated accuracy of +/- 6 seconds.
 LY2080
 LY2080.The orthometric height was determined by differential leveling
 LY2080.and adjusted by the National Geodetic Survey in June 1991..
 LY2080
 LY2080.The geoid height was determined by GEOID03.
 LY2080
 LY2080.The dynamic height is computed by dividing the NAVD 88
 LY2080.geopotential number by the normal gravity value computed on the
 LY2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2080.degrees latitude (g = 980.6199 gals.).
 LY2080
 LY2080.The modeled gravity was interpolated from observed gravity values.
 LY2080.The observed gravity was obtained from relative gravimeter ties
 LY2080.to the IGSN71 gravity network.
 LY2080
 LY2080;                    North         East    Units  Estimated Accuracy
 LY2080;SPC NY E     -   282,950.      133,370.      MT  (+/- 180 meters Scaled)
 LY2080
 LY2080                          SUPERSEDED SURVEY CONTROL
 LY2080
 LY2080.No superseded survey control is available for this station.
 LY2080
 LY2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL251811(NAD 83)
 LY2080_MARKER: DB = BENCH MARK DISK
 LY2080_SETTING: 66 = SET IN ROCK OUTCROP
 LY2080_SP_SET: BEDROCK
 LY2080_STAMPING: B 437 1978
 LY2080_MARK LOGO: NGS   
 LY2080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2080+STABILITY: POSITION/ELEVATION WELL
 LY2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2080+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 LY2080
 LY2080  HISTORY     - Date     Condition        Report By
 LY2080  HISTORY     - 1978     MONUMENTED       NGS
 LY2080  HISTORY     - 1982     GOOD             NGS
 LY2080  HISTORY     - 19950112 GOOD             NJGS
 LY2080
 LY2080                          STATION DESCRIPTION
 LY2080
 LY2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2080'0.65 MI NW FROM PORT JERVIS.
 LY2080'0.65 MILE NORTHWESTERLY ALONG STATE HIGHWAY 97 FROM ITS JUNCTION WITH
 LY2080'U.S. HIGHWAY 209 AND PIKE STREET, SET HORIZONTALY AT THE FOOT OF A
 LY2080'MASSIVE ROCK CUT, ABOUT 290 FEET SOUTHEAST OF THE INTERSECTION OF
 LY2080'GRAND VIEW AVENUE, 49 FEET NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY
 LY2080'FROM O AND RU POWER AND STREET LAMP POLE 25351 46, AND 24.5 FEET
 LY2080'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THIS MARK HAS BEEN
 LY2080'DESIGNATED A BASIC NET A LEVEL LINE JUNCTION BENCH MARK.
 LY2080
 LY2080                          STATION RECOVERY (1982)
 LY2080
 LY2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY2080'RECOVERED IN GOOD CONDITION.
 LY2080
 LY2080                          STATION RECOVERY (1995)
 LY2080
 LY2080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2080'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2251 ***********************************************************************
 LY2251  DESIGNATION -  B 439
 LY2251  PID         -  LY2251
 LY2251  STATE/COUNTY-  NY/ORANGE
 LY2251  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY2251
 LY2251                         *CURRENT SURVEY CONTROL
 LY2251  ___________________________________________________________________
 LY2251* NAD 83(1986)-  41 13 25.     (N)    074 16 46.     (W)     SCALED    
 LY2251* NAVD 88     -       219.504  (meters)     720.16   (feet)  ADJUSTED  
 LY2251  ___________________________________________________________________
 LY2251  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY2251  DYNAMIC HT  -         219.411 (meters)     719.85  (feet)  COMP
 LY2251  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 LY2251
 LY2251  VERT ORDER  -  FIRST     CLASS II
 LY2251
 LY2251.The horizontal coordinates were scaled from a topographic map and have
 LY2251.an estimated accuracy of +/- 6 seconds.
 LY2251
 LY2251.The orthometric height was determined by differential leveling
 LY2251.and adjusted by the National Geodetic Survey in June 1991..
 LY2251
 LY2251.The geoid height was determined by GEOID03.
 LY2251
 LY2251.The dynamic height is computed by dividing the NAVD 88
 LY2251.geopotential number by the normal gravity value computed on the
 LY2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2251.degrees latitude (g = 980.6199 gals.).
 LY2251
 LY2251.The modeled gravity was interpolated from observed gravity values.
 LY2251
 LY2251;                    North         East    Units  Estimated Accuracy
 LY2251;SPC NY E     -   265,400.      168,490.      MT  (+/- 180 meters Scaled)
 LY2251
 LY2251                          SUPERSEDED SURVEY CONTROL
 LY2251
 LY2251  NGVD 29 (??/??/92)  219.807  (m)          721.15   (f) ADJ UNCH    1 2
 LY2251
 LY2251.Superseded values are not recommended for survey control.
 LY2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2251.See file dsdata.txt to determine how the superseded data were derived.
 LY2251
 LY2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL603638(NAD 83)
 LY2251_MARKER: DB = BENCH MARK DISK
 LY2251_SETTING: 66 = SET IN ROCK OUTCROP
 LY2251_SP_SET: ROCK OUTCROP
 LY2251_STAMPING: B 439 1979
 LY2251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2251+STABILITY: POSITION/ELEVATION WELL
 LY2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2251+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 LY2251
 LY2251  HISTORY     - Date     Condition        Report By
 LY2251  HISTORY     - 1979     MONUMENTED       NGS
 LY2251  HISTORY     - 20040924 GOOD             MAP
 LY2251
 LY2251                          STATION DESCRIPTION
 LY2251
 LY2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2251'0.7 MI EAST FROM GREENWOOD LAKE.
 LY2251'0.7 MILE EASTERLY ALONG STATE HIGHWAY 17A FROM THE JUNCTION OF
 LY2251'STATE HIGHWAY 210 AT GREENWOOD LAKE, 0.1 MILE SOUTHWEST OF A POWER
 LY2251'LINE CROSSING, OUTSIDE AND AT THE NORTHEAST END OF A CURVE, IN THE
 LY2251'TOP OF THE SOUTHWEST END OF A ROCK LEDGE, 86.0 FEET SOUTH AND ACROSS
 LY2251'THE HIGHWAY FROM POWER POLE 148, 39.0 FEET SOUTHEAST OF THE CENTER
 LY2251'LINE OF THE HIGHWAY, 17.0 FEET SOUTHEAST OF THE NORTHEAST END OF A
 LY2251'METAL GUARDRAIL, 6.0 FEET NORTHEAST OF A 12-INCH TRIANGLE BLAZED
 LY2251'MAPLE TREE.
 LY2251'THE MARK IS 1 FT  N FROM A WITNESS POST.
 LY2251'THE MARK IS 6 FT ABOVE HIGHWAY.
 LY2251
 LY2251                          STATION RECOVERY (2004)
 LY2251
 LY2251'RECOVERY NOTE BY MAPCO 2004 (MJP)
 LY2251'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1328 ***********************************************************************
 MZ1328  DESIGNATION -  B 441
 MZ1328  PID         -  MZ1328
 MZ1328  STATE/COUNTY-  NY/COLUMBIA
 MZ1328  USGS QUAD   -  CANAAN (1975)
 MZ1328
 MZ1328                         *CURRENT SURVEY CONTROL
 MZ1328  ___________________________________________________________________
 MZ1328* NAD 83(1986)-  42 27 32.     (N)    073 22 46.     (W)     SCALED    
 MZ1328* NAVD 88     -       311.894  (meters)    1023.27   (feet)  ADJUSTED  
 MZ1328  ___________________________________________________________________
 MZ1328  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 MZ1328  DYNAMIC HT  -         311.784 (meters)    1022.91  (feet)  COMP
 MZ1328  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 MZ1328
 MZ1328  VERT ORDER  -  FIRST     CLASS II
 MZ1328
 MZ1328.The horizontal coordinates were scaled from a topographic map and have
 MZ1328.an estimated accuracy of +/- 6 seconds.
 MZ1328
 MZ1328.The orthometric height was determined by differential leveling
 MZ1328.and adjusted by the National Geodetic Survey in June 1991..
 MZ1328
 MZ1328.The geoid height was determined by GEOID03.
 MZ1328
 MZ1328.The dynamic height is computed by dividing the NAVD 88
 MZ1328.geopotential number by the normal gravity value computed on the
 MZ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1328.degrees latitude (g = 980.6199 gals.).
 MZ1328
 MZ1328.The modeled gravity was interpolated from observed gravity values.
 MZ1328
 MZ1328;                    North         East    Units  Estimated Accuracy
 MZ1328;SPC NY E     -   403,180.      242,160.      MT  (+/- 180 meters Scaled)
 MZ1328
 MZ1328                          SUPERSEDED SURVEY CONTROL
 MZ1328
 MZ1328.No superseded survey control is available for this station.
 MZ1328
 MZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN332020(NAD 83)
 MZ1328_MARKER: I = METAL ROD
 MZ1328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1328_SP_SET: STAINLESS STEEL ROD
 MZ1328_STAMPING: B 441 1980
 MZ1328_MARK LOGO: NGS   
 MZ1328_PROJECTION: FLUSH
 MZ1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1328_ROD/PIPE-DEPTH: 5.8  meters
 MZ1328
 MZ1328  HISTORY     - Date     Condition        Report By
 MZ1328  HISTORY     - 1980     MONUMENTED       NGS
 MZ1328
 MZ1328                          STATION DESCRIPTION
 MZ1328
 MZ1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1328'3.1 KM (1.95 MI) SE FROM NEW LEBANON.
 MZ1328'3.1 KILOMETERS (1.95 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE
 MZ1328'JUNCTION OF STATE HIGHWAY 22 SOUTH IN LEBANON, NEAR THE EAST ONE OF
 MZ1328'TWO SUPPORT POST FOR THE DARROW SCHOOL SIGN IN THE FORK OF US HIGHWAY
 MZ1328'20 AND A DIRT ROAD LEADING SOUTHWEST, 13.42 METERS (44.0 FEET) WEST OF
 MZ1328'THE CENTER LINE OF THE HIGHWAY, 11.89 METERS (39.0 FEET) SOUTHEAST OF
 MZ1328'THE CENTER OF THE DIRT ROAD, 0.65 METER (2.1 FEET) NORTH OF THE EAST
 MZ1328'ONE OF TWO SUPPORTS FOR THE DARROW SCHOOL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1304 ***********************************************************************
 MZ1304  DESIGNATION -  B 442
 MZ1304  PID         -  MZ1304
 MZ1304  STATE/COUNTY-  NY/RENSSELAER
 MZ1304  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ1304
 MZ1304                         *CURRENT SURVEY CONTROL
 MZ1304  ___________________________________________________________________
 MZ1304* NAD 83(1986)-  42 35 17.     (N)    073 41 55.     (W)     SCALED    
 MZ1304* NAVD 88     -       105.668  (meters)     346.68   (feet)  ADJUSTED  
 MZ1304  ___________________________________________________________________
 MZ1304  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ1304  DYNAMIC HT  -         105.636 (meters)     346.57  (feet)  COMP
 MZ1304  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 MZ1304
 MZ1304  VERT ORDER  -  FIRST     CLASS II
 MZ1304
 MZ1304.The horizontal coordinates were scaled from a topographic map and have
 MZ1304.an estimated accuracy of +/- 6 seconds.
 MZ1304
 MZ1304.The orthometric height was determined by differential leveling
 MZ1304.and adjusted by the National Geodetic Survey in June 1991..
 MZ1304
 MZ1304.The geoid height was determined by GEOID03.
 MZ1304
 MZ1304.The dynamic height is computed by dividing the NAVD 88
 MZ1304.geopotential number by the normal gravity value computed on the
 MZ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1304.degrees latitude (g = 980.6199 gals.).
 MZ1304
 MZ1304.The modeled gravity was interpolated from observed gravity values.
 MZ1304
 MZ1304;                    North         East    Units  Estimated Accuracy
 MZ1304;SPC NY E     -   417,230.      215,770.      MT  (+/- 180 meters Scaled)
 MZ1304
 MZ1304                          SUPERSEDED SURVEY CONTROL
 MZ1304
 MZ1304.No superseded survey control is available for this station.
 MZ1304
 MZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN067158(NAD 83)
 MZ1304_MARKER: I = METAL ROD
 MZ1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1304_SP_SET: STAINLESS STEEL ROD
 MZ1304_STAMPING: B 442 1980
 MZ1304_MARK LOGO: NGS   
 MZ1304_PROJECTION: FLUSH
 MZ1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1304_ROD/PIPE-DEPTH: 12.5 meters
 MZ1304
 MZ1304  HISTORY     - Date     Condition        Report By
 MZ1304  HISTORY     - 1980     MONUMENTED       NGS
 MZ1304
 MZ1304                          STATION DESCRIPTION
 MZ1304
 MZ1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1304'IN EAST GREENBUSH.
 MZ1304'IN EAST GREENBUSH, SET AT THE NORTH CORNER OF US HIGHWAY 20 AND
 MZ1304'ELECTRIC AVENUE, NEAR THE TIME AND TEMPERATURE SIGN OF BANKERS
 MZ1304'TRUST BUILDING, 15.25 METERS (50.0 FEET) EAST-NORTHEAST OF THE
 MZ1304'CENTER LINE OF THE HIGHWAY, 9.15 METERS (30.0 FEET) WEST-NORTHWEST
 MZ1304'OF THE WEST CORNER OF THE BANK, 1.4 METERS (9.6 FEET) SOUTH-SOUTHWEST
 MZ1304'OF THE TIME AND TEMPERATURE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1417 ***********************************************************************
 MZ1417  DESIGNATION -  B 443
 MZ1417  PID         -  MZ1417
 MZ1417  STATE/COUNTY-  NY/RENSSELAER
 MZ1417  USGS QUAD   -  TROY SOUTH (1980)
 MZ1417
 MZ1417                         *CURRENT SURVEY CONTROL
 MZ1417  ___________________________________________________________________
 MZ1417* NAD 83(1986)-  42 43 45.     (N)    073 41 40.     (W)     SCALED    
 MZ1417* NAVD 88     -        12.809  (meters)      42.02   (feet)  ADJUSTED  
 MZ1417  ___________________________________________________________________
 MZ1417  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MZ1417  DYNAMIC HT  -          12.805 (meters)      42.01  (feet)  COMP
 MZ1417  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 MZ1417
 MZ1417  VERT ORDER  -  FIRST     CLASS II
 MZ1417
 MZ1417.The horizontal coordinates were scaled from a topographic map and have
 MZ1417.an estimated accuracy of +/- 6 seconds.
 MZ1417
 MZ1417.The orthometric height was determined by differential leveling
 MZ1417.and adjusted by the National Geodetic Survey in June 1991..
 MZ1417
 MZ1417.The geoid height was determined by GEOID03.
 MZ1417
 MZ1417.The dynamic height is computed by dividing the NAVD 88
 MZ1417.geopotential number by the normal gravity value computed on the
 MZ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1417.degrees latitude (g = 980.6199 gals.).
 MZ1417
 MZ1417.The modeled gravity was interpolated from observed gravity values.
 MZ1417
 MZ1417;                    North         East    Units  Estimated Accuracy
 MZ1417;SPC NY E     -   432,900.      215,970.      MT  (+/- 180 meters Scaled)
 MZ1417
 MZ1417                          SUPERSEDED SURVEY CONTROL
 MZ1417
 MZ1417.No superseded survey control is available for this station.
 MZ1417
 MZ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN068315(NAD 83)
 MZ1417_MARKER: DB = BENCH MARK DISK
 MZ1417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MZ1417_SP_SET: ABUTMENT
 MZ1417_STAMPING: B 443 1981
 MZ1417_MARK LOGO: NGS   
 MZ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1417
 MZ1417  HISTORY     - Date     Condition        Report By
 MZ1417  HISTORY     - 1981     MONUMENTED       NGS
 MZ1417  HISTORY     - 19920821 GOOD             USPSQD
 MZ1417  HISTORY     - 19970822 GOOD             USPSQD
 MZ1417
 MZ1417                          STATION DESCRIPTION
 MZ1417
 MZ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1417'IN TROY.
 MZ1417'IN TROY, IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE STATE
 MZ1417'HIGHWAY 2 BRIDGE OVER THE HUDSON RIVER, 2.59 METERS (8.5 FEET) NORTH
 MZ1417'OF THE NORTH CURB OF THE WESTBOUND LANE, 2.14 METERS (7.0 FEET)
 MZ1417'EAST-NORTHEAST OF THE WEST-SOUTHWEST EDGE OF THE ABUTMENT, 1.92 METERS
 MZ1417'(6.3 FEET) WEST-SOUTHWEST OF A METAL LAMP POST SUPPORTING TWO STREET
 MZ1417'LIGHTS.
 MZ1417'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MZ1417
 MZ1417                          STATION RECOVERY (1992)
 MZ1417
 MZ1417'RECOVERY NOTE BY US POWER SQUADRON 1992 (DJE)
 MZ1417'RECOVERED IN GOOD CONDITION.
 MZ1417
 MZ1417                          STATION RECOVERY (1997)
 MZ1417
 MZ1417'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1445 ***********************************************************************
 MZ1445  DESIGNATION -  B 444
 MZ1445  PID         -  MZ1445
 MZ1445  STATE/COUNTY-  NY/SCHENECTADY
 MZ1445  USGS QUAD   -  SCHENECTADY (1980)
 MZ1445
 MZ1445                         *CURRENT SURVEY CONTROL
 MZ1445  ___________________________________________________________________
 MZ1445* NAD 83(1986)-  42 48 56.     (N)    073 56 30.     (W)     SCALED    
 MZ1445* NAVD 88     -        73.081  (meters)     239.77   (feet)  ADJUSTED  
 MZ1445  ___________________________________________________________________
 MZ1445  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ1445  DYNAMIC HT  -          73.060 (meters)     239.70  (feet)  COMP
 MZ1445  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 MZ1445
 MZ1445  VERT ORDER  -  FIRST     CLASS II
 MZ1445
 MZ1445.The horizontal coordinates were scaled from a topographic map and have
 MZ1445.an estimated accuracy of +/- 6 seconds.
 MZ1445
 MZ1445.The orthometric height was determined by differential leveling
 MZ1445.and adjusted by the National Geodetic Survey in June 1991..
 MZ1445
 MZ1445.The geoid height was determined by GEOID03.
 MZ1445
 MZ1445.The dynamic height is computed by dividing the NAVD 88
 MZ1445.geopotential number by the normal gravity value computed on the
 MZ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1445.degrees latitude (g = 980.6199 gals.).
 MZ1445
 MZ1445.The modeled gravity was interpolated from observed gravity values.
 MZ1445
 MZ1445;                    North         East    Units  Estimated Accuracy
 MZ1445;SPC NY E     -   442,340.      195,660.      MT  (+/- 180 meters Scaled)
 MZ1445
 MZ1445                          SUPERSEDED SURVEY CONTROL
 MZ1445
 MZ1445.No superseded survey control is available for this station.
 MZ1445
 MZ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN865408(NAD 83)
 MZ1445_MARKER: DB = BENCH MARK DISK
 MZ1445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MZ1445_SP_SET: ABUTMENT
 MZ1445_STAMPING: B 444 1981
 MZ1445_MARK LOGO: NGS   
 MZ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1445
 MZ1445  HISTORY     - Date     Condition        Report By
 MZ1445  HISTORY     - 1981     MONUMENTED       NGS
 MZ1445  HISTORY     - 19990505 GOOD             USPSQD
 MZ1445
 MZ1445                          STATION DESCRIPTION
 MZ1445
 MZ1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1445'IN SCHENECTADY.
 MZ1445'IN SCHENECTADY, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH ABUTMENT
 MZ1445'OF THE CONRAIL OVERPASS OVER THE EAST END OF UNION STREET NEAR THE
 MZ1445'JUNCTION OF ERIE BOULEVARD, 10.67 METERS (35.0 FEET) SOUTH OF THE
 MZ1445'CENTER LINE OF UNION STREET, 3.54 METERS (11.6 FEET) EAST OF THE WEST
 MZ1445'END OF THE ABUTMENT.
 MZ1445'THE MARK IS 1.28 M ABOVE SIDEWALK.
 MZ1445
 MZ1445                          STATION RECOVERY (1999)
 MZ1445
 MZ1445'RECOVERY NOTE BY US POWER SQUADRON 1999
 MZ1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1861 ***********************************************************************
 NA1861  DESIGNATION -  B 445
 NA1861  PID         -  NA1861
 NA1861  STATE/COUNTY-  NY/MONTGOMERY
 NA1861  USGS QUAD   -  CANAJOHARIE (1944)
 NA1861
 NA1861                         *CURRENT SURVEY CONTROL
 NA1861  ___________________________________________________________________
 NA1861* NAD 83(1986)-  42 56 42.     (N)    074 37 13.     (W)     SCALED    
 NA1861* NAVD 88     -       118.244  (meters)     387.94   (feet)  ADJUSTED  
 NA1861  ___________________________________________________________________
 NA1861  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA1861  DYNAMIC HT  -         118.213 (meters)     387.84  (feet)  COMP
 NA1861  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 NA1861
 NA1861  VERT ORDER  -  FIRST     CLASS II
 NA1861
 NA1861.The horizontal coordinates were scaled from a topographic map and have
 NA1861.an estimated accuracy of +/- 6 seconds.
 NA1861
 NA1861.The orthometric height was determined by differential leveling
 NA1861.and adjusted by the National Geodetic Survey in June 1991..
 NA1861
 NA1861.The geoid height was determined by GEOID03.
 NA1861
 NA1861.The dynamic height is computed by dividing the NAVD 88
 NA1861.geopotential number by the normal gravity value computed on the
 NA1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1861.degrees latitude (g = 980.6199 gals.).
 NA1861
 NA1861.The modeled gravity was interpolated from observed gravity values.
 NA1861
 NA1861;                    North         East    Units  Estimated Accuracy
 NA1861;SPC NY E     -   456,570.      140,190.      MT  (+/- 180 meters Scaled)
 NA1861
 NA1861                          SUPERSEDED SURVEY CONTROL
 NA1861
 NA1861.No superseded survey control is available for this station.
 NA1861
 NA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN309547(NAD 83)
 NA1861_MARKER: I = METAL ROD
 NA1861_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1861_SP_SET: STAINLESS STEEL ROD
 NA1861_STAMPING: B 445 1981
 NA1861_MARK LOGO: NGS   
 NA1861_PROJECTION: FLUSH
 NA1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1861+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 NA1861_ROD/PIPE-DEPTH: 4.2  meters
 NA1861
 NA1861  HISTORY     - Date     Condition        Report By
 NA1861  HISTORY     - 1981     MONUMENTED       NGS
 NA1861  HISTORY     - 19950503 GOOD             LOCENG
 NA1861  HISTORY     - 20010919 GOOD             USPSQD
 NA1861
 NA1861                          STATION DESCRIPTION
 NA1861
 NA1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1861'1.2 KM (0.75 MI) NW FROM NELLISTON.
 NA1861'1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1861'JUNCTION OF STATE HIGHWAY 80 SOUTH IN NELLISTON, TO THE MARK ON THE
 NA1861'LEFT, NEAR THE NORTH CORNER OF A ONE-STORY WOODFRAMED HOUSE, 11.29
 NA1861'METERS (37.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 36.88
 NA1861'METERS (121.0 FEET) NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 6.46
 NA1861'METERS (21.2 FEET) EAST-NORTHEAST OF THE BASE OF THREE GUY WIRES TO
 NA1861'THE POWER POLE, 7.32 METERS (24.0 FEET) SOUTH OF THE CENTER OF A PAVED
 NA1861'DRIVEWAY LEADING WEST, 1.14 METERS (3.7 FEET) NORTH OF A POWER POLE
 NA1861'NUMBER 436-12000-130.
 NA1861'THE MARK IS 0.30 M BELOW HIGHWAY.
 NA1861
 NA1861                          STATION RECOVERY (1995)
 NA1861
 NA1861'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JHD)
 NA1861'RECOVERED AS DESCRIBED.
 NA1861
 NA1861                          STATION RECOVERY (2001)
 NA1861
 NA1861'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1611 ***********************************************************************
 OE1611  DESIGNATION -  B 446
 OE1611  PID         -  OE1611
 OE1611  STATE/COUNTY-  NY/HERKIMER
 OE1611  USGS QUAD   -  HERKIMER (1943)
 OE1611
 OE1611                         *CURRENT SURVEY CONTROL
 OE1611  ___________________________________________________________________
 OE1611* NAD 83(1986)-  43 01 25.     (N)    074 53 28.     (W)     SCALED    
 OE1611* NAVD 88     -       116.549  (meters)     382.38   (feet)  ADJUSTED  
 OE1611  ___________________________________________________________________
 OE1611  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 OE1611  DYNAMIC HT  -         116.518 (meters)     382.28  (feet)  COMP
 OE1611  MODELED GRAV-     980,350.9   (mgal)                       NAVD 88
 OE1611
 OE1611  VERT ORDER  -  FIRST     CLASS II
 OE1611
 OE1611.The horizontal coordinates were scaled from a topographic map and have
 OE1611.an estimated accuracy of +/- 6 seconds.
 OE1611
 OE1611.The orthometric height was determined by differential leveling
 OE1611.and adjusted by the National Geodetic Survey in June 1991..
 OE1611
 OE1611.The geoid height was determined by GEOID03.
 OE1611
 OE1611.The dynamic height is computed by dividing the NAVD 88
 OE1611.geopotential number by the normal gravity value computed on the
 OE1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1611.degrees latitude (g = 980.6199 gals.).
 OE1611
 OE1611.The modeled gravity was interpolated from observed gravity values.
 OE1611
 OE1611;                    North         East    Units  Estimated Accuracy
 OE1611;SPC NY E     -   465,370.      118,120.      MT  (+/- 180 meters Scaled)
 OE1611
 OE1611                          SUPERSEDED SURVEY CONTROL
 OE1611
 OE1611.No superseded survey control is available for this station.
 OE1611
 OE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN088634(NAD 83)
 OE1611_MARKER: I = METAL ROD
 OE1611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1611_SP_SET: STAINLESS STEEL ROD
 OE1611_STAMPING: B 446 1981
 OE1611_MARK LOGO: NGS   
 OE1611_PROJECTION: FLUSH
 OE1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1611_ROD/PIPE-DEPTH: 24   meters
 OE1611
 OE1611  HISTORY     - Date     Condition        Report By
 OE1611  HISTORY     - 1981     MONUMENTED       NGS
 OE1611
 OE1611                          STATION DESCRIPTION
 OE1611
 OE1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OE1611'3.4 KM (2.1 MI) WEST FROM LITTLE FALLS.
 OE1611'3.4 KILOMETERS (2.1 MILES) WEST ALONG STATE HIGHWAY 5 FROM THE
 OE1611'JUNCTION OF SOUTH ANN STREET IN LITTLE FALLS TO THE MARK ON THE LEFT,
 OE1611'12.19 METERS (40.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 OE1611'21.65 METERS (71.0 FEET) NORTHWEST OF THE MOST NORTH RAIL OF THE
 OE1611'CONRAIL RAILROAD, 0.67 METER (2.2 FEET) NORTH EAST OF A WITNESS POST,
 OE1611'0.54 METER (2.1 FEET) SOUTHWEST OF A WITNESS POST.
 OE1611'THE MARK IS 0.54 METERS  SW FROM  WITNESS POST
 OE1611'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1838 ***********************************************************************
 NA1838  DESIGNATION -  B 447
 NA1838  PID         -  NA1838
 NA1838  STATE/COUNTY-  NY/MONTGOMERY
 NA1838  USGS QUAD   -  TRIBES HILL (1980)
 NA1838
 NA1838                         *CURRENT SURVEY CONTROL
 NA1838  ___________________________________________________________________
 NA1838* NAD 83(1986)-  42 57 24.     (N)    074 16 34.     (W)     SCALED    
 NA1838* NAVD 88     -       102.717  (meters)     337.00   (feet)  ADJUSTED  
 NA1838  ___________________________________________________________________
 NA1838  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NA1838  DYNAMIC HT  -         102.690 (meters)     336.91  (feet)  COMP
 NA1838  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 NA1838
 NA1838  VERT ORDER  -  FIRST     CLASS II
 NA1838
 NA1838.The horizontal coordinates were scaled from a topographic map and have
 NA1838.an estimated accuracy of +/- 6 seconds.
 NA1838
 NA1838.The orthometric height was determined by differential leveling
 NA1838.and adjusted by the National Geodetic Survey in June 1991..
 NA1838
 NA1838.The geoid height was determined by GEOID03.
 NA1838
 NA1838.The dynamic height is computed by dividing the NAVD 88
 NA1838.geopotential number by the normal gravity value computed on the
 NA1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1838.degrees latitude (g = 980.6199 gals.).
 NA1838
 NA1838.The modeled gravity was interpolated from observed gravity values.
 NA1838
 NA1838;                    North         East    Units  Estimated Accuracy
 NA1838;SPC NY E     -   457,880.      168,270.      MT  (+/- 180 meters Scaled)
 NA1838
 NA1838                          SUPERSEDED SURVEY CONTROL
 NA1838
 NA1838.No superseded survey control is available for this station.
 NA1838
 NA1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN590562(NAD 83)
 NA1838_MARKER: I = METAL ROD
 NA1838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1838_SP_SET: STAINLESS STEEL ROD
 NA1838_STAMPING: B 447 1981
 NA1838_MARK LOGO: NGS   
 NA1838_PROJECTION: FLUSH
 NA1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1838_ROD/PIPE-DEPTH: 4.9  meters
 NA1838
 NA1838  HISTORY     - Date     Condition        Report By
 NA1838  HISTORY     - 1981     MONUMENTED       NGS
 NA1838  HISTORY     - 19990623 GOOD             USPSQD
 NA1838
 NA1838                          STATION DESCRIPTION
 NA1838
 NA1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1838'7.6 KM (4.7 MI) NW FROM AMSTERDAM.
 NA1838'7.6 KILOMETERS (4.7 MILES) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1838'JUNCTION OF STATE HIGHWAY 30 IN AMSTERDAM, TO A METAL POWER LINE TOWER
 NA1838'AND THE MARK ON THE RIGHT, 13.11 METERS (43.0 FEET) NORTH OF THE
 NA1838'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 15.85 METERS (52.0
 NA1838'FEET) NORTHEAST OF HIGHWAY MARKER 5 2512 1293, 0.46 METER (1.5 FEET)
 NA1838'WEST OF THE SOUTH LEG OF THE TOWER.
 NA1838'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 NA1838'THE MARK IS 0.3 M BELOW HIGHWAY.
 NA1838
 NA1838                          STATION RECOVERY (1999)
 NA1838
 NA1838'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2286 ***********************************************************************
 LY2286  DESIGNATION -  B 449
 LY2286  PID         -  LY2286
 LY2286  STATE/COUNTY-  NY/ORANGE
 LY2286  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2286
 LY2286                         *CURRENT SURVEY CONTROL
 LY2286  ___________________________________________________________________
 LY2286* NAD 83(1986)-  41 24 35.     (N)    074 44 07.     (W)     SCALED    
 LY2286* NAVD 88     -       171.523  (meters)     562.74   (feet)  ADJUSTED  
 LY2286  ___________________________________________________________________
 LY2286  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY2286  DYNAMIC HT  -         171.453 (meters)     562.51  (feet)  COMP
 LY2286  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 LY2286
 LY2286  VERT ORDER  -  FIRST     CLASS II
 LY2286
 LY2286.The horizontal coordinates were scaled from a topographic map and have
 LY2286.an estimated accuracy of +/- 6 seconds.
 LY2286
 LY2286.The orthometric height was determined by differential leveling
 LY2286.and adjusted by the National Geodetic Survey in June 1991..
 LY2286
 LY2286.The geoid height was determined by GEOID03.
 LY2286
 LY2286.The dynamic height is computed by dividing the NAVD 88
 LY2286.geopotential number by the normal gravity value computed on the
 LY2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2286.degrees latitude (g = 980.6199 gals.).
 LY2286
 LY2286.The modeled gravity was interpolated from observed gravity values.
 LY2286
 LY2286;                    North         East    Units  Estimated Accuracy
 LY2286;SPC NY E     -   286,070.      130,330.      MT  (+/- 180 meters Scaled)
 LY2286
 LY2286                          SUPERSEDED SURVEY CONTROL
 LY2286
 LY2286.No superseded survey control is available for this station.
 LY2286
 LY2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL221842(NAD 83)
 LY2286_MARKER: I = METAL ROD
 LY2286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2286_SP_SET: STAINLESS STEEL ROD
 LY2286_STAMPING: B 449 1982
 LY2286_MARK LOGO: NGS   
 LY2286_PROJECTION: FLUSH
 LY2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2286_ROD/PIPE-DEPTH: 6.1  meters
 LY2286
 LY2286  HISTORY     - Date     Condition        Report By
 LY2286  HISTORY     - 1982     MONUMENTED       NGS
 LY2286
 LY2286                          STATION DESCRIPTION
 LY2286
 LY2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2286'0.8 KM (0.5 MI) NW FROM SPARROW BUSH.
 LY2286'0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2286'STATE HIGHWAY 42 IN SPARROW BUSH TO THE MARK ON THE LEFT, IN THE FRONT
 LY2286'LAWN OF A HALF BRICK, HALF FRAME HOUSE ON THE EAST SIDE OF A 12-INCH
 LY2286'TREE, 0.28 KM (0.15 MI) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY 97
 LY2286'BRIDGE OVER A CREEK, 9.13 METERS (30.0 FT) WEST OF THE CENTER LINE OF
 LY2286'THE HIGHWAY, 14.15 METERS (46.5 FT) SOUTHEAST OF THE EAST CORNER OF
 LY2286'THE HOUSE (SLOPE MEASUREMENT), 12.70 METERS (41.6 FT) EAST OF THE
 LY2286'CENTER LINE OF A PAVED DRIVE LEADING TO HOUSE, 0.40 METER (1.3 FT)
 LY2286'SOUTH OF A 2 BY 2-INCH CONCRETE POST PROJECTING 8 INCHES.
 LY2286'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0967 ***********************************************************************
 KU0967  DESIGNATION -  B 45
 KU0967  PID         -  KU0967
 KU0967  STATE/COUNTY-  NY/WESTCHESTER
 KU0967  USGS QUAD   -  YONKERS (1979)
 KU0967
 KU0967                         *CURRENT SURVEY CONTROL
 KU0967  ___________________________________________________________________
 KU0967* NAD 83(1986)-  40 58 18.     (N)    073 53 21.     (W)     SCALED    
 KU0967* NAVD 88     -         2.040  (meters)       6.69   (feet)  ADJUSTED  
 KU0967  ___________________________________________________________________
 KU0967  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU0967  DYNAMIC HT  -           2.039 (meters)       6.69  (feet)  COMP
 KU0967  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 KU0967
 KU0967  VERT ORDER  -  FIRST     CLASS II
 KU0967
 KU0967.The horizontal coordinates were scaled from a topographic map and have
 KU0967.an estimated accuracy of +/- 6 seconds.
 KU0967
 KU0967.The orthometric height was determined by differential leveling
 KU0967.and adjusted by the National Geodetic Survey in June 1991..
 KU0967.WARNING-Repeat measurements at this control monument indicate possible
 KU0967.vertical movement.
 KU0967
 KU0967.The geoid height was determined by GEOID03.
 KU0967
 KU0967.The dynamic height is computed by dividing the NAVD 88
 KU0967.geopotential number by the normal gravity value computed on the
 KU0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0967.degrees latitude (g = 980.6199 gals.).
 KU0967
 KU0967.The modeled gravity was interpolated from observed gravity values.
 KU0967
 KU0967;                    North         East    Units  Estimated Accuracy
 KU0967;SPC NY E     -   237,580.      201,410.      MT  (+/- 180 meters Scaled)
 KU0967
 KU0967                          SUPERSEDED SURVEY CONTROL
 KU0967
 KU0967  NGVD 29 (??/??/92)    2.344  (m)            7.69   (f) ADJ UNCH    1 2
 KU0967
 KU0967.Superseded values are not recommended for survey control.
 KU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0967.See file dsdata.txt to determine how the superseded data were derived.
 KU0967
 KU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL934362(NAD 83)
 KU0967_MARKER: DB = BENCH MARK DISK
 KU0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0967_SP_SET: TOWER BASE
 KU0967_STAMPING: B 45 1934
 KU0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0967
 KU0967  HISTORY     - Date     Condition        Report By
 KU0967  HISTORY     - 1934     MONUMENTED       CGS
 KU0967  HISTORY     - 1955     GOOD             NGS
 KU0967
 KU0967                          STATION DESCRIPTION
 KU0967
 KU0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KU0967'2.8 MI NE FROM YONKERS.
 KU0967'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE NEW YORK CENTRAL
 KU0967'RAILROAD FROM THE STATION AT YONKERS, ABOUT 50 YARDS SOUTH OF
 KU0967'RAILROAD STATION AT GREYSTONE, IN THE TOP OF THE CONCRETE BASE
 KU0967'OF POWER TRANSMISSION TOWER NO. 422, 22 1/2 FEET WEST OF WEST
 KU0967'RAIL OF EXTREME WEST TRACK, 2.4 FEET NORTH OF SOUTHEAST CORNER
 KU0967'OF BASE AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2313 ***********************************************************************
 LY2313  DESIGNATION -  B 450
 LY2313  PID         -  LY2313
 LY2313  STATE/COUNTY-  NY/SULLIVAN
 LY2313  USGS QUAD   -  SHOHOLA (1994)
 LY2313
 LY2313                         *CURRENT SURVEY CONTROL
 LY2313  ___________________________________________________________________
 LY2313* NAD 83(1986)-  41 29 02.     (N)    074 56 10.     (W)     SCALED    
 LY2313* NAVD 88     -       184.254  (meters)     604.51   (feet)  ADJUSTED  
 LY2313  ___________________________________________________________________
 LY2313  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LY2313  DYNAMIC HT  -         184.179 (meters)     604.26  (feet)  COMP
 LY2313  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 LY2313
 LY2313  VERT ORDER  -  FIRST     CLASS II
 LY2313
 LY2313.The horizontal coordinates were scaled from a topographic map and have
 LY2313.an estimated accuracy of +/- 6 seconds.
 LY2313
 LY2313.The orthometric height was determined by differential leveling
 LY2313.and adjusted by the National Geodetic Survey in June 1991..
 LY2313
 LY2313.The geoid height was determined by GEOID03.
 LY2313
 LY2313.The dynamic height is computed by dividing the NAVD 88
 LY2313.geopotential number by the normal gravity value computed on the
 LY2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2313.degrees latitude (g = 980.6199 gals.).
 LY2313
 LY2313.The modeled gravity was interpolated from observed gravity values.
 LY2313
 LY2313;                    North         East    Units  Estimated Accuracy
 LY2313;SPC NY E     -   294,370.      113,580.      MT  (+/- 180 meters Scaled)
 LY2313
 LY2313                          SUPERSEDED SURVEY CONTROL
 LY2313
 LY2313.No superseded survey control is available for this station.
 LY2313
 LY2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL053924(NAD 83)
 LY2313_MARKER: DB = BENCH MARK DISK
 LY2313_SETTING: 66 = SET IN ROCK OUTCROP
 LY2313_SP_SET: ROCK OUTCROP
 LY2313_STAMPING: B 450 1982
 LY2313_MARK LOGO: NGS   
 LY2313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2313+STABILITY: POSITION/ELEVATION WELL
 LY2313
 LY2313  HISTORY     - Date     Condition        Report By
 LY2313  HISTORY     - 1982     MONUMENTED       NGS
 LY2313
 LY2313                          STATION DESCRIPTION
 LY2313
 LY2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2313'2.0 KM (1.25 MI) NW FROM BARRYVILLE.
 LY2313'2.0 KM (1.25 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE
 LY2313'IN BARRYVILLE, TO THE MARK ON THE RIGHT, IN BEDROCK OUTCROPPING,
 LY2313'8.40 METERS (27.5 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LY2313'4.60 METERS (15.1 FT) EAST-NORTHEAST OF A UTILITY POLE, 14.33 METERS
 LY2313'(47.0 FT) NORTH OF A STEEL CABLE GUARDRAIL.
 LY2313'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LY2313'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1900 ***********************************************************************
 NA1900  DESIGNATION -  B 451
 NA1900  PID         -  NA1900
 NA1900  STATE/COUNTY-  NY/DELAWARE
 NA1900  USGS QUAD   -  DEPOSIT (1965)
 NA1900
 NA1900                         *CURRENT SURVEY CONTROL
 NA1900  ___________________________________________________________________
 NA1900* NAD 83(1986)-  42 04 04.     (N)    075 24 50.     (W)     SCALED    
 NA1900* NAVD 88     -       303.674  (meters)     996.30   (feet)  ADJUSTED  
 NA1900  ___________________________________________________________________
 NA1900  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NA1900  DYNAMIC HT  -         303.566 (meters)     995.95  (feet)  COMP
 NA1900  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 NA1900
 NA1900  VERT ORDER  -  FIRST     CLASS II
 NA1900
 NA1900.The horizontal coordinates were scaled from a topographic map and have
 NA1900.an estimated accuracy of +/- 6 seconds.
 NA1900
 NA1900.The orthometric height was determined by differential leveling
 NA1900.and adjusted by the National Geodetic Survey in June 1991..
 NA1900
 NA1900.The geoid height was determined by GEOID03.
 NA1900
 NA1900.The dynamic height is computed by dividing the NAVD 88
 NA1900.geopotential number by the normal gravity value computed on the
 NA1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1900.degrees latitude (g = 980.6199 gals.).
 NA1900
 NA1900.The modeled gravity was interpolated from observed gravity values.
 NA1900
 NA1900;                    North         East    Units  Estimated Accuracy
 NA1900;SPC NY E     -   359,530.       74,370.      MT  (+/- 180 meters Scaled)
 NA1900
 NA1900                          SUPERSEDED SURVEY CONTROL
 NA1900
 NA1900.No superseded survey control is available for this station.
 NA1900
 NA1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM657573(NAD 83)
 NA1900_MARKER: I = METAL ROD
 NA1900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1900_SP_SET: STAINLESS STEEL ROD
 NA1900_STAMPING: B 451 1982
 NA1900_MARK LOGO: NGS   
 NA1900_PROJECTION: FLUSH
 NA1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1900_ROD/PIPE-DEPTH: 17.1 meters
 NA1900
 NA1900  HISTORY     - Date     Condition        Report By
 NA1900  HISTORY     - 1982     MONUMENTED       NGS
 NA1900
 NA1900                          STATION DESCRIPTION
 NA1900
 NA1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1900'0.8 KM (0.5 MI) NE FROM DEPOSIT.
 NA1900'0.8 KM (0.5 MI) NORTHEAST ALONG STATE HIGHWAYS 8 AND 10 FROM THE
 NA1900'NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE WEST BRANCH OF THE
 NA1900'DELAWARE RIVER IN DEPOSIT, TO THE MEADOW PARK APARTMENTS AND THE MARK
 NA1900'ON THE LEFT, 12.50 METERS (41.0 FT) NORTHWEST OF THE CENTER LINE OF
 NA1900'THE HIGHWAY, 9.20 METERS (30.0 FT) SOUTHWEST OF THE CENTER OF THE
 NA1900'ENTRANCE DRIVE TO THE APARTMENTS, 0.64 METER (2.1 FT) SOUTHEAST OF THE
 NA1900'SOUTHEAST SUPPORT FOR THE APARTMENT SIGN.
 NA1900'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1927 ***********************************************************************
 NA1927  DESIGNATION -  B 452
 NA1927  PID         -  NA1927
 NA1927  STATE/COUNTY-  NY/DELAWARE
 NA1927  USGS QUAD   -  SIDNEY (1982)
 NA1927
 NA1927                         *CURRENT SURVEY CONTROL
 NA1927  ___________________________________________________________________
 NA1927* NAD 83(1986)-  42 15 20.     (N)    075 23 58.     (W)     SCALED    
 NA1927* NAVD 88     -       377.225  (meters)    1237.61   (feet)  ADJUSTED  
 NA1927  ___________________________________________________________________
 NA1927  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 NA1927  DYNAMIC HT  -         377.087 (meters)    1237.16  (feet)  COMP
 NA1927  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 NA1927
 NA1927  VERT ORDER  -  FIRST     CLASS II
 NA1927
 NA1927.The horizontal coordinates were scaled from a topographic map and have
 NA1927.an estimated accuracy of +/- 6 seconds.
 NA1927
 NA1927.The orthometric height was determined by differential leveling
 NA1927.and adjusted by the National Geodetic Survey in June 1991..
 NA1927
 NA1927.The geoid height was determined by GEOID03.
 NA1927
 NA1927.The dynamic height is computed by dividing the NAVD 88
 NA1927.geopotential number by the normal gravity value computed on the
 NA1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1927.degrees latitude (g = 980.6199 gals.).
 NA1927
 NA1927.The modeled gravity was interpolated from observed gravity values.
 NA1927
 NA1927;                    North         East    Units  Estimated Accuracy
 NA1927;SPC NY E     -   380,380.       75,790.      MT  (+/- 180 meters Scaled)
 NA1927
 NA1927                          SUPERSEDED SURVEY CONTROL
 NA1927
 NA1927.No superseded survey control is available for this station.
 NA1927
 NA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM670782(NAD 83)
 NA1927_MARKER: I = METAL ROD
 NA1927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1927_SP_SET: STAINLESS STEEL ROD
 NA1927_STAMPING: B 452 1982
 NA1927_MARK LOGO: NGS   
 NA1927_PROJECTION: FLUSH
 NA1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1927_ROD/PIPE-DEPTH: 3.1  meters
 NA1927
 NA1927  HISTORY     - Date     Condition        Report By
 NA1927  HISTORY     - 1982     MONUMENTED       NGS
 NA1927
 NA1927                          STATION DESCRIPTION
 NA1927
 NA1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1927'2.7 KM (1.7 MI) NW FROM MASONVILLE.
 NA1927'2.7 KM (1.7 MI) NORTHWEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1927'STATE HIGHWAY 206 IN MASONVILLE TO THE MARK ON THE RIGHT, 4.88 METERS
 NA1927'(14.7 FT) NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE BRIDGE,
 NA1927'0.61 METER (2.0 FT) EAST OF A WIRE CABLE GUARDRAIL.  NOTE--SEVERAL
 NA1927'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AT 3.1 METERS.
 NA1927'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 NA1927'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1964 ***********************************************************************
 NA1964  DESIGNATION -  B 453
 NA1964  PID         -  NA1964
 NA1964  STATE/COUNTY-  NY/CHENANGO
 NA1964  USGS QUAD   -  NEW BERLIN NORTH (1994)
 NA1964
 NA1964                         *CURRENT SURVEY CONTROL
 NA1964  ___________________________________________________________________
 NA1964* NAD 83(1986)-  42 40 54.     (N)    075 19 43.     (W)     SCALED    
 NA1964* NAVD 88     -       362.250  (meters)    1188.48   (feet)  ADJUSTED  
 NA1964  ___________________________________________________________________
 NA1964  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NA1964  DYNAMIC HT  -         362.133 (meters)    1188.10  (feet)  COMP
 NA1964  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 NA1964
 NA1964  VERT ORDER  -  FIRST     CLASS II
 NA1964
 NA1964.The horizontal coordinates were scaled from a topographic map and have
 NA1964.an estimated accuracy of +/- 6 seconds.
 NA1964
 NA1964.The orthometric height was determined by differential leveling
 NA1964.and adjusted by the National Geodetic Survey in June 1991..
 NA1964
 NA1964.The geoid height was determined by GEOID03.
 NA1964
 NA1964.The dynamic height is computed by dividing the NAVD 88
 NA1964.geopotential number by the normal gravity value computed on the
 NA1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1964.degrees latitude (g = 980.6199 gals.).
 NA1964
 NA1964.The modeled gravity was interpolated from observed gravity values.
 NA1964
 NA1964;                    North         East    Units  Estimated Accuracy
 NA1964;SPC NY C     -   298,570.      352,830.      MT  (+/- 180 meters Scaled)
 NA1964
 NA1964                          SUPERSEDED SURVEY CONTROL
 NA1964
 NA1964.No superseded survey control is available for this station.
 NA1964
 NA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN730255(NAD 83)
 NA1964_MARKER: I = METAL ROD
 NA1964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NA1964_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NA1964_STAMPING: B 453 1982
 NA1964_MARK LOGO: NGS   
 NA1964_PROJECTION: FLUSH
 NA1964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1964+STABILITY: POSITION/ELEVATION WELL
 NA1964_ROD/PIPE-DEPTH: 13.4 meters
 NA1964_SLEEVE-DEPTH  : 6.1 meters
 NA1964
 NA1964  HISTORY     - Date     Condition        Report By
 NA1964  HISTORY     - 1982     MONUMENTED       NGS
 NA1964
 NA1964                          STATION DESCRIPTION
 NA1964
 NA1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1964'1.2 KM (0.75 MI) WEST FROM SOUTH EDMESTON.
 NA1964'0.9 KM (0.55 MI) WEST ALONG COUNTY ROAD 20 FROM LIDELLS GENERAL STORE
 NA1964'IN SOUTH EDMESTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG STATE HIGHWAY 8
 NA1964'TO THE MARK ON THE LEFT, AT THE SOUTH END OF COLUMBUS CEMETERY,
 NA1964'SOUTHEAST OF THE SOUTHWEST CORNER POST OF THE WIRE FENCE AROUND THE
 NA1964'CEMETERY, 8.38 METERS (27.5 FT) EAST OF THE CENTER LINE OF THE
 NA1964'HIGHWAY, 14.38 METERS (47.2 FT) NORTH-NORTHEAST OF THE EAST METAL LEG
 NA1964'OF A HIGHWAY SIGN (SO. EDMESTON), 1.46 METERS (4.8 FT) SOUTHEAST OF
 NA1964'THE SOUTHWEST CORNER POST OF THE FENCE AROUND THE CEMETERY, 0.61 METER
 NA1964'(2.0 FT) SOUTH OF THE FENCE AROUND THE CEMETERY.
 NA1964'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 NA1964'THE MARK IS 1.52 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2339 ***********************************************************************
 LY2339  DESIGNATION -  B 454
 LY2339  PID         -  LY2339
 LY2339  STATE/COUNTY-  NY/SULLIVAN
 LY2339  USGS QUAD   -  DAMASCUS (1993)
 LY2339
 LY2339                         *CURRENT SURVEY CONTROL
 LY2339  ___________________________________________________________________
 LY2339* NAD 83(1986)-  41 38 06.     (N)    075 02 32.     (W)     SCALED    
 LY2339* NAVD 88     -       256.805  (meters)     842.53   (feet)  ADJUSTED  
 LY2339  ___________________________________________________________________
 LY2339  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY2339  DYNAMIC HT  -         256.704 (meters)     842.20  (feet)  COMP
 LY2339  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 LY2339
 LY2339  VERT ORDER  -  FIRST     CLASS II
 LY2339
 LY2339.The horizontal coordinates were scaled from a topographic map and have
 LY2339.an estimated accuracy of +/- 6 seconds.
 LY2339
 LY2339.The orthometric height was determined by differential leveling
 LY2339.and adjusted by the National Geodetic Survey in June 1991..
 LY2339
 LY2339.The geoid height was determined by GEOID03.
 LY2339
 LY2339.The dynamic height is computed by dividing the NAVD 88
 LY2339.geopotential number by the normal gravity value computed on the
 LY2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2339.degrees latitude (g = 980.6199 gals.).
 LY2339
 LY2339.The modeled gravity was interpolated from observed gravity values.
 LY2339
 LY2339;                    North         East    Units  Estimated Accuracy
 LY2339;SPC NY E     -   311,210.      104,830.      MT  (+/- 180 meters Scaled)
 LY2339
 LY2339                          SUPERSEDED SURVEY CONTROL
 LY2339
 LY2339.No superseded survey control is available for this station.
 LY2339
 LY2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM964092(NAD 83)
 LY2339_MARKER: I = METAL ROD
 LY2339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2339_SP_SET: STAINLESS STEEL ROD
 LY2339_STAMPING: B 454 1982
 LY2339_MARK LOGO: NGS   
 LY2339_PROJECTION: FLUSH
 LY2339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2339_ROD/PIPE-DEPTH: 4.9  meters
 LY2339
 LY2339  HISTORY     - Date     Condition        Report By
 LY2339  HISTORY     - 1982     MONUMENTED       NGS
 LY2339  HISTORY     - 1988     GOOD             USPSQD
 LY2339  HISTORY     - 1989     GOOD             USPSQD
 LY2339
 LY2339                          STATION DESCRIPTION
 LY2339
 LY2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2339'6.4 KM (4.0 MI) NORTH FROM HUNTS CORNER.
 LY2339'6.4 KM (4.0 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2339'STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE LEFT, NEAR THE
 LY2339'INTERSECTION OF HUMPHERY ROAD, 8.0 METERS (26.2 FT) WEST OF THE CENTER
 LY2339'LINE OF THE HIGHWAY, 15.90 METERS (52.1 FT) NORTHWEST OF THE CENTER OF
 LY2339'HUMPHERY ROAD, 2.90 METERS (9.5 FT) NORTHWEST OF THE SOUTHEAST END OF
 LY2339'A STEEL CABLE GUARDRAIL, 7.30 METERS (23.9 FT) NORTH OF UTILITY POLE
 LY2339'NUMBER 81.
 LY2339'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 LY2339'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LY2339
 LY2339                          STATION RECOVERY (1988)
 LY2339
 LY2339'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY2339'RECOVERED IN GOOD CONDITION.
 LY2339
 LY2339                          STATION RECOVERY (1989)
 LY2339
 LY2339'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2358 ***********************************************************************
 LY2358  DESIGNATION -  B 455
 LY2358  PID         -  LY2358
 LY2358  STATE/COUNTY-  NY/SULLIVAN
 LY2358  USGS QUAD   -  CALLICOON (1992)
 LY2358
 LY2358                         *CURRENT SURVEY CONTROL
 LY2358  ___________________________________________________________________
 LY2358* NAD 83(1986)-  41 46 25.     (N)    075 03 59.     (W)     SCALED    
 LY2358* NAVD 88     -       337.180  (meters)    1106.23   (feet)  ADJUSTED  
 LY2358  ___________________________________________________________________
 LY2358  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LY2358  DYNAMIC HT  -         337.062 (meters)    1105.84  (feet)  COMP
 LY2358  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 LY2358
 LY2358  VERT ORDER  -  FIRST     CLASS II
 LY2358
 LY2358.The horizontal coordinates were scaled from a topographic map and have
 LY2358.an estimated accuracy of +/- 6 seconds.
 LY2358
 LY2358.The orthometric height was determined by differential leveling
 LY2358.and adjusted by the National Geodetic Survey in June 1991..
 LY2358
 LY2358.The geoid height was determined by GEOID03.
 LY2358
 LY2358.The dynamic height is computed by dividing the NAVD 88
 LY2358.geopotential number by the normal gravity value computed on the
 LY2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2358.degrees latitude (g = 980.6199 gals.).
 LY2358
 LY2358.The modeled gravity was interpolated from observed gravity values.
 LY2358
 LY2358;                    North         East    Units  Estimated Accuracy
 LY2358;SPC NY E     -   326,610.      102,910.      MT  (+/- 180 meters Scaled)
 LY2358
 LY2358                          SUPERSEDED SURVEY CONTROL
 LY2358
 LY2358.No superseded survey control is available for this station.
 LY2358
 LY2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM944246(NAD 83)
 LY2358_MARKER: I = METAL ROD
 LY2358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2358_SP_SET: STAINLESS STEEL ROD
 LY2358_STAMPING: B 455 1982
 LY2358_MARK LOGO: NGS   
 LY2358_PROJECTION: FLUSH
 LY2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2358_ROD/PIPE-DEPTH: 3.0  meters
 LY2358
 LY2358  HISTORY     - Date     Condition        Report By
 LY2358  HISTORY     - 1982     MONUMENTED       NGS
 LY2358
 LY2358                          STATION DESCRIPTION
 LY2358
 LY2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2358'1.4 KM (0.9 MI) NW FROM CALLICOON.
 LY2358'1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2358'STATE HIGHWAY 17B IN CALLICOON, TO THE MARK ON THE LEFT, AT THE
 LY2358'JUNCTION OF DEL VUE RD 55, 8.10 METERS (26.6 FT) SOUTHEAST OF THE
 LY2358'CENTER LINE OF THE HIGHWAY, 14.95 METERS (49.0 FT) EAST OF THE CENTER
 LY2358'OF AN ELEVATED WOODEN WATER TANK ON FOUR STEEL LEGS (SLOPE
 LY2358'MEASUREMENT), 10.10 METERS (33.1 FT) WEST OF THE CENTER OF DEL VUE RD
 LY2358'55 LEADING SOUTHWEST, 1.30 METERS (4.3 FT) SOUTHWEST OF A UTILITY POLE
 LY2358'NUMBER 1630-1-373-5 WITH SECURITY LIGHT AND TRANSFORMER.  NOTE-SEVERAL
 LY2358'ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND
 LY2358'ANCHORED AT 3.0 METERS.
 LY2358'THE MARK IS 0.64 METERS  NW FROM A WITNESS POST.
 LY2358'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2382 ***********************************************************************
 LY2382  DESIGNATION -  B 456
 LY2382  PID         -  LY2382
 LY2382  STATE/COUNTY-  NY/DELAWARE
 LY2382  USGS QUAD   -  FISHS EDDY (1982)
 LY2382
 LY2382                         *CURRENT SURVEY CONTROL
 LY2382  ___________________________________________________________________
 LY2382* NAD 83(1986)-  41 55 15.     (N)    075 11 42.     (W)     SCALED    
 LY2382* NAVD 88     -       517.568  (meters)    1698.05   (feet)  ADJUSTED  
 LY2382  ___________________________________________________________________
 LY2382  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LY2382  DYNAMIC HT  -         517.379 (meters)    1697.43  (feet)  COMP
 LY2382  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 LY2382
 LY2382  VERT ORDER  -  FIRST     CLASS II
 LY2382
 LY2382.The horizontal coordinates were scaled from a topographic map and have
 LY2382.an estimated accuracy of +/- 6 seconds.
 LY2382
 LY2382.The orthometric height was determined by differential leveling
 LY2382.and adjusted by the National Geodetic Survey in June 1991..
 LY2382
 LY2382.The geoid height was determined by GEOID03.
 LY2382
 LY2382.The dynamic height is computed by dividing the NAVD 88
 LY2382.geopotential number by the normal gravity value computed on the
 LY2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2382.degrees latitude (g = 980.6199 gals.).
 LY2382
 LY2382.The modeled gravity was interpolated from observed gravity values.
 LY2382
 LY2382;                    North         East    Units  Estimated Accuracy
 LY2382;SPC NY E     -   343,040.       92,350.      MT  (+/- 180 meters Scaled)
 LY2382
 LY2382                          SUPERSEDED SURVEY CONTROL
 LY2382
 LY2382.No superseded survey control is available for this station.
 LY2382
 LY2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM838410(NAD 83)
 LY2382_MARKER: I = METAL ROD
 LY2382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2382_SP_SET: STAINLESS STEEL ROD
 LY2382_STAMPING: B 456 1982
 LY2382_MARK LOGO: NGS   
 LY2382_PROJECTION: FLUSH
 LY2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2382_ROD/PIPE-DEPTH: 1.5  meters
 LY2382
 LY2382  HISTORY     - Date     Condition        Report By
 LY2382  HISTORY     - 1982     MONUMENTED       NGS
 LY2382
 LY2382                          STATION DESCRIPTION
 LY2382
 LY2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2382'12.2 KM (7.6 MI) SE FROM HANCOCK.
 LY2382'12.2 KM (7.6 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2382'STATE HIGHWAY 191 IN HANCOCK, TO THE MARK ON THE RIGHT, 0.5 KM (0.3
 LY2382'MI) EAST OF THE JUNCTION OF BAUDENISTLE BROOK ROAD, 9.0 METERS (29.5
 LY2382'FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.75 METER (2.4 FT)
 LY2382'NORTHEAST OF UTILITY POLE NUMBER 371.  NOTE-SEVERAL ATTEMPTS WERE MADE
 LY2382'TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AT 1.5 METERS.
 LY2382'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 LY2382'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1876 ***********************************************************************
 NA1876  DESIGNATION -  B 457
 NA1876  PID         -  NA1876
 NA1876  STATE/COUNTY-  NY/BROOME
 NA1876  USGS QUAD   -  GULF SUMMIT (1952)
 NA1876
 NA1876                         *CURRENT SURVEY CONTROL
 NA1876  ___________________________________________________________________
 NA1876* NAD 83(1986)-  42 01 54.     (N)    075 31 43.     (W)     SCALED    
 NA1876* NAVD 88     -       405.689  (meters)    1331.00   (feet)  ADJUSTED  
 NA1876  ___________________________________________________________________
 NA1876  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA1876  DYNAMIC HT  -         405.539 (meters)    1330.51  (feet)  COMP
 NA1876  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 NA1876
 NA1876  VERT ORDER  -  FIRST     CLASS II
 NA1876
 NA1876.The horizontal coordinates were scaled from a topographic map and have
 NA1876.an estimated accuracy of +/- 6 seconds.
 NA1876
 NA1876.The orthometric height was determined by differential leveling
 NA1876.and adjusted by the National Geodetic Survey in June 1991..
 NA1876
 NA1876.The geoid height was determined by GEOID03.
 NA1876
 NA1876.The dynamic height is computed by dividing the NAVD 88
 NA1876.geopotential number by the normal gravity value computed on the
 NA1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1876.degrees latitude (g = 980.6199 gals.).
 NA1876
 NA1876.The modeled gravity was interpolated from observed gravity values.
 NA1876
 NA1876;                    North         East    Units  Estimated Accuracy
 NA1876;SPC NY E     -   355,630.       64,830.      MT  (+/- 180 meters Scaled)
 NA1876
 NA1876                          SUPERSEDED SURVEY CONTROL
 NA1876
 NA1876.No superseded survey control is available for this station.
 NA1876
 NA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM562534(NAD 83)
 NA1876_MARKER: DB = BENCH MARK DISK
 NA1876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA1876_SP_SET: ABUTMENT
 NA1876_STAMPING: B 457 1982
 NA1876_MARK LOGO: NGS   
 NA1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1876
 NA1876  HISTORY     - Date     Condition        Report By
 NA1876  HISTORY     - 1982     MONUMENTED       NGS
 NA1876
 NA1876                          STATION DESCRIPTION
 NA1876
 NA1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1876'11.2 KM (7.0 MI) WEST FROM DEPOSIT.
 NA1876'7.3 KM (4.55 MI) WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 NA1876'STATE HIGHWAY 10 IN DEPOSIT, THENCE 0.25 KM (0.15 MI) SOUTH ALONG
 NA1876'STATE HIGHWAY 41, THENCE 3.3 KM (2.05 MI) SOUTHWEST ALONG STATE
 NA1876'HIGHWAY (OLD 17), THENCE 0.3 KM (0.2 MI) SOUTH ALONG GULF SUMMIT ROAD,
 NA1876'TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 NA1876'ABUTMENT OF BRIDGE OVER NEW HIGHWAY 17, 5.50 METERS (18.0 FT)
 NA1876'NORTHWEST OF THE CENTER OF GULF SUMMIT ROAD, 4.80 METERS (15.7 FT)
 NA1876'SOUTHEAST OF THE SOUTHEAST CORNER OF A 3 BY 3-FOOT CONCRETE STORM
 NA1876'DRAIN WITH STEEL GRATE COVER.
 NA1876'THE MARK IS 3.05 METERS  SW FROM A WITNESS POST.
 NA1876'THE MARK IS 0.15 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1564 ***********************************************************************
 NB1564  DESIGNATION -  B 458
 NB1564  PID         -  NB1564
 NB1564  STATE/COUNTY-  NY/TIOGA
 NB1564  USGS QUAD   -  ENDICOTT (1976)
 NB1564
 NB1564                         *CURRENT SURVEY CONTROL
 NB1564  ___________________________________________________________________
 NB1564* NAD 83(1986)-  42 04 23.     (N)    076 06 53.     (W)     SCALED    
 NB1564* NAVD 88     -       279.000  (meters)     915.35   (feet)  ADJUSTED  
 NB1564  ___________________________________________________________________
 NB1564  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NB1564  DYNAMIC HT  -         278.893 (meters)     915.00  (feet)  COMP
 NB1564  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 NB1564
 NB1564  VERT ORDER  -  FIRST     CLASS II
 NB1564
 NB1564.The horizontal coordinates were scaled from a topographic map and have
 NB1564.an estimated accuracy of +/- 6 seconds.
 NB1564
 NB1564.The orthometric height was determined by differential leveling
 NB1564.and adjusted by the National Geodetic Survey in June 1991..
 NB1564
 NB1564.The geoid height was determined by GEOID03.
 NB1564
 NB1564.The dynamic height is computed by dividing the NAVD 88
 NB1564.geopotential number by the normal gravity value computed on the
 NB1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1564.degrees latitude (g = 980.6199 gals.).
 NB1564
 NB1564.The modeled gravity was interpolated from observed gravity values.
 NB1564
 NB1564;                    North         East    Units  Estimated Accuracy
 NB1564;SPC NY C     -   230,310.      288,780.      MT  (+/- 180 meters Scaled)
 NB1564
 NB1564                          SUPERSEDED SURVEY CONTROL
 NB1564
 NB1564.No superseded survey control is available for this station.
 NB1564
 NB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM077584(NAD 83)
 NB1564_MARKER: I = METAL ROD
 NB1564_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1564_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1564_STAMPING: B 458 1982
 NB1564_MARK LOGO: NGS   
 NB1564_PROJECTION: RECESSED 5 CENTIMETERS
 NB1564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1564+STABILITY: POSITION/ELEVATION WELL
 NB1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1564+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 NB1564_ROD/PIPE-DEPTH: 6.7  meters
 NB1564_SLEEVE-DEPTH  : 6.1 meters
 NB1564
 NB1564  HISTORY     - Date     Condition        Report By
 NB1564  HISTORY     - 1982     MONUMENTED       NGS
 NB1564  HISTORY     - 20010416 GOOD             NYDT
 NB1564
 NB1564                          STATION DESCRIPTION
 NB1564
 NB1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1564'5.2 KM (3.25 MI) SW FROM ENDICOTT.
 NB1564'5.2 KM (3.25 MI) SOUTHWEST ALONG STATE HIGHWAY 17C FROM THE JUNCTION
 NB1564'OF STATE HIGHWAY 26 IN ENDICOTT, TO THE MARK ON THE RIGHT, ON THE
 NB1564'PROPERTY OF VIRGINIA AND SHARON STANLEY, BOX 367, RT 1, HIGHWAY 17C,
 NB1564'16.91 METERS (55.5 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NB1564'17.83 METERS (58.5 FT) SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST CORNER
 NB1564'OF A 2-STORY WHITE SHINGLED HOUSE, 2.29 METERS (7.5 FT) SOUTHWEST OF
 NB1564'THE CENTER OF A PAVED DRIVEWAY, 0.70 METER (2.3 FT) WEST OF A UTILITY
 NB1564'POLE NUMBER 78.
 NB1564'THE MARK IS 0.30 M ABOVE HIGHWAY.
 NB1564
 NB1564                          STATION RECOVERY (2001)
 NB1564
 NB1564'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (PAF)
 NB1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1590 ***********************************************************************
 NB1590  DESIGNATION -  B 459
 NB1590  PID         -  NB1590
 NB1590  STATE/COUNTY-  NY/CHEMUNG
 NB1590  USGS QUAD   -  WELLSBURG (1969)
 NB1590
 NB1590                         *CURRENT SURVEY CONTROL
 NB1590  ___________________________________________________________________
 NB1590* NAD 83(1986)-  42 01 16.     (N)    076 40 27.     (W)     SCALED    
 NB1590* NAVD 88     -       259.079  (meters)     850.00   (feet)  ADJUSTED  
 NB1590  ___________________________________________________________________
 NB1590  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NB1590  DYNAMIC HT  -         258.971 (meters)     849.64  (feet)  COMP
 NB1590  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 NB1590
 NB1590  VERT ORDER  -  FIRST     CLASS II
 NB1590
 NB1590.The horizontal coordinates were scaled from a topographic map and have
 NB1590.an estimated accuracy of +/- 6 seconds.
 NB1590
 NB1590.The orthometric height was determined by differential leveling
 NB1590.and adjusted by the National Geodetic Survey in June 1991..
 NB1590
 NB1590.The geoid height was determined by GEOID03.
 NB1590
 NB1590.The dynamic height is computed by dividing the NAVD 88
 NB1590.geopotential number by the normal gravity value computed on the
 NB1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1590.degrees latitude (g = 980.6199 gals.).
 NB1590
 NB1590.The modeled gravity was interpolated from observed gravity values.
 NB1590
 NB1590;                    North         East    Units  Estimated Accuracy
 NB1590;SPC NY C     -   224,440.      242,480.      MT  (+/- 180 meters Scaled)
 NB1590
 NB1590                          SUPERSEDED SURVEY CONTROL
 NB1590
 NB1590.No superseded survey control is available for this station.
 NB1590
 NB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM613534(NAD 83)
 NB1590_MARKER: I = METAL ROD
 NB1590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1590+WITH SETTING: INFORMATION.
 NB1590_SP_SET: SHALLOW SET METAL ROD
 NB1590_STAMPING: B 459 1982
 NB1590_MARK LOGO: NGS   
 NB1590_PROJECTION: FLUSH
 NB1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1590_ROD/PIPE-DEPTH: 2.1  meters
 NB1590
 NB1590  HISTORY     - Date     Condition        Report By
 NB1590  HISTORY     - 1982     MONUMENTED       NGS
 NB1590  HISTORY     - 1988     GOOD             USPSQD
 NB1590  HISTORY     - 1990     GOOD             USPSQD
 NB1590  HISTORY     - 19940928 GOOD             USPSQD
 NB1590
 NB1590                          STATION DESCRIPTION
 NB1590
 NB1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1590'4.8 KM (3.0 MI) EAST FROM WELLSBURG.
 NB1590'4.8 KM (3.0 MI) EAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 NB1590'STATE HIGHWAY 367 S IN WELLSBURG, TO THE MARK ON THE LEFT, 11.32
 NB1590'METERS (37.1 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34.37
 NB1590'METERS (112.8 FT) WEST OF THE SOUTHWEST CORNER OF A FRAME GARAGE, 0.78
 NB1590'METER (2.6 FT) EAST OF UTILITY POLE NUMBER 47, B 74 WITH 1 GUY WIRE.
 NB1590'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 NB1590'REFUSAL AND ANCHORED AT 2.1 METERS.
 NB1590'THE MARK IS 0.15 M BELOW HIGHWAY.
 NB1590
 NB1590                          STATION RECOVERY (1988)
 NB1590
 NB1590'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1590'RECOVERED IN GOOD CONDITION.
 NB1590
 NB1590                          STATION RECOVERY (1990)
 NB1590
 NB1590'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1590'RECOVERED IN GOOD CONDITION.
 NB1590
 NB1590                          STATION RECOVERY (1994)
 NB1590
 NB1590'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0586 ***********************************************************************
 MZ0586  DESIGNATION -  B 46
 MZ0586  PID         -  MZ0586
 MZ0586  STATE/COUNTY-  NY/COLUMBIA
 MZ0586  USGS QUAD   -  CEMENTON (1980)
 MZ0586
 MZ0586                         *CURRENT SURVEY CONTROL
 MZ0586  ___________________________________________________________________
 MZ0586* NAD 83(1996)-  42 08 07.22426(N)    073 53 49.04265(W)     ADJUSTED  
 MZ0586* NAVD 88     -         3.159  (meters)      10.36   (feet)  ADJUSTED  
 MZ0586  ___________________________________________________________________
 MZ0586  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MZ0586  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ0586  DYNAMIC HT  -           3.158 (meters)      10.36  (feet)  COMP
 MZ0586  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 MZ0586
 MZ0586  HORZ ORDER  -  THIRD
 MZ0586  VERT ORDER  -  FIRST     CLASS I
 MZ0586
 MZ0586.The horizontal coordinates were established by classical geodetic methods
 MZ0586.and adjusted by the National Geodetic Survey in January 1999..
 MZ0586
 MZ0586.The orthometric height was determined by differential leveling
 MZ0586.and adjusted by the National Geodetic Survey in June 1991..
 MZ0586.WARNING-Repeat measurements at this control monument indicate possible
 MZ0586.vertical movement.
 MZ0586
 MZ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ0586
 MZ0586.The geoid height was determined by GEOID03.
 MZ0586
 MZ0586.The dynamic height is computed by dividing the NAVD 88
 MZ0586.geopotential number by the normal gravity value computed on the
 MZ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0586.degrees latitude (g = 980.6199 gals.).
 MZ0586
 MZ0586.The modeled gravity was interpolated from observed gravity values.
 MZ0586
 MZ0586;                    North         East     Units Scale Factor Converg.
 MZ0586;SPC NY E     -   366,807.395   199,851.729   MT  0.99993057   +0 24 16.5
 MZ0586;SPC NY E     - 1,203,433.93    655,680.21   sFT  0.99993057   +0 24 16.5
 MZ0586;UTM  18      - 4,665,391.780   591,158.201   MT  0.99970225   +0 44 24.2
 MZ0586
 MZ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ0586!SPC NY E     -   1.00000445  x   0.99993057  =   0.99993502
 MZ0586!UTM  18      -   1.00000445  x   0.99970225  =   0.99970670
 MZ0586
 MZ0586                          SUPERSEDED SURVEY CONTROL
 MZ0586
 MZ0586  NAD 83(1986)-  42 08 07.21899(N)    073 53 49.04794(W) AD(       ) 3
 MZ0586  NAD 27      -  42 08 06.89800(N)    073 53 50.57000(W) AD(       ) 3
 MZ0586  NGVD 29 (07/19/86)    3.41   (m)           11.2    (f) LEVELING    3  
 MZ0586
 MZ0586.Superseded values are not recommended for survey control.
 MZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0586.See file dsdata.txt to determine how the superseded data were derived.
 MZ0586
 MZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9115865392(NAD 83)
 MZ0586_MARKER: DB = BENCH MARK DISK
 MZ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0586_STAMPING: B 46 1934
 MZ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0586+STABILITY: SURFACE MOTION
 MZ0586
 MZ0586  HISTORY     - Date     Condition        Report By
 MZ0586  HISTORY     - 1934     MONUMENTED       CGS
 MZ0586  HISTORY     - 1974     GOOD             NGS
 MZ0586  HISTORY     - 1975     GOOD             NGS
 MZ0586  HISTORY     - 1976     GOOD             NGS
 MZ0586
 MZ0586                          STATION DESCRIPTION
 MZ0586
 MZ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MZ0586'SEE STATION GERMAN.
 MZ0586
 MZ0586                          STATION RECOVERY (1974)
 MZ0586
 MZ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MZ0586'10.2 MI SW FROM HUDSON.
 MZ0586'9.8 MILES SOUTHWEST ALONG STATE HIGHWAY 9 G FROM THE INTERSECTION OF
 MZ0586'ALLEN STREET AT HUDSON, THENCE 0.4 MILE WEST ALONG MAIN STREET, AT THE
 MZ0586'VILLAGE OF GERMANTOWN, ALONG THE PENN CENTRAL RAILROAD, AT THE FORMER
 MZ0586'SITE OF THE RAILROAD STATION, 18.3 FEET EAST OF THE EAST RAIL OF THE
 MZ0586'MAIN TRACK, 17.3 FEET WEST OF THE WEST RAIL OF THE WEST ONE OF TWO
 MZ0586'SIDE TRACKS, 3.8 FEET NORTH OF TELEPHONE POLE 104/25, 21 FEET NORTH OF
 MZ0586'TRIANGULATION STATION GERMAN, ABOUT LEVEL WITH THE TRACKS AND SET IN
 MZ0586'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 MZ0586
 MZ0586                          STATION RECOVERY (1975)
 MZ0586
 MZ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MZ0586'RECOVERED IN GOOD CONDITION.
 MZ0586
 MZ0586                          STATION RECOVERY (1976)
 MZ0586
 MZ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MZ0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1649 ***********************************************************************
 OE1649  DESIGNATION -  B 460
 OE1649  PID         -  OE1649
 OE1649  STATE/COUNTY-  NY/ONEIDA
 OE1649  USGS QUAD   -  UTICA WEST (1955)
 OE1649
 OE1649                         *CURRENT SURVEY CONTROL
 OE1649  ___________________________________________________________________
 OE1649* NAD 83(1986)-  43 05 17.     (N)    075 15 32.     (W)     SCALED    
 OE1649* NAVD 88     -       159.109  (meters)     522.01   (feet)  ADJUSTED  
 OE1649  ___________________________________________________________________
 OE1649  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 OE1649  DYNAMIC HT  -         159.067 (meters)     521.87  (feet)  COMP
 OE1649  MODELED GRAV-     980,354.0   (mgal)                       NAVD 88
 OE1649
 OE1649  VERT ORDER  -  FIRST     CLASS II
 OE1649
 OE1649.The horizontal coordinates were scaled from a topographic map and have
 OE1649.an estimated accuracy of +/- 6 seconds.
 OE1649
 OE1649.The orthometric height was determined by differential leveling
 OE1649.and adjusted by the National Geodetic Survey in June 1991..
 OE1649
 OE1649.The geoid height was determined by GEOID03.
 OE1649
 OE1649.The dynamic height is computed by dividing the NAVD 88
 OE1649.geopotential number by the normal gravity value computed on the
 OE1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1649.degrees latitude (g = 980.6199 gals.).
 OE1649
 OE1649.The modeled gravity was interpolated from observed gravity values.
 OE1649
 OE1649;                    North         East    Units  Estimated Accuracy
 OE1649;SPC NY C     -   343,800.      357,840.      MT  (+/- 180 meters Scaled)
 OE1649
 OE1649                          SUPERSEDED SURVEY CONTROL
 OE1649
 OE1649.No superseded survey control is available for this station.
 OE1649
 OE1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN789706(NAD 83)
 OE1649_MARKER: I = METAL ROD
 OE1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1649_SP_SET: STAINLESS STEEL ROD
 OE1649_STAMPING: B 460 1982
 OE1649_MARK LOGO: NGS   
 OE1649_PROJECTION: FLUSH
 OE1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1649_ROD/PIPE-DEPTH: 3.1  meters
 OE1649
 OE1649  HISTORY     - Date     Condition        Report By
 OE1649  HISTORY     - 1982     MONUMENTED       NGS
 OE1649
 OE1649                          STATION DESCRIPTION
 OE1649
 OE1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1649'IN UTICA.
 OE1649'IN UTICA, ALONG GENESEE STREET ON PROPERTY OF THE NEW YORK TELEPHONE
 OE1649'COMPANY, 10.92 METERS (35.8 FT) NORTHWEST OF THE NORTHWEST CURB OF THE
 OE1649'STREET, 7.80 METERS (25.6 FT) NORTHEAST OF THE NORTHEAST CURB OF
 OE1649'SHEPARD PLACE, 1.53 METERS (5.0 FT) SOUTHWEST OF THE FLAGPOLE.
 OE1649'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 OE1649'AND EMBEDDED AT 3.1 METERS.
 OE1649'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1310 ***********************************************************************
 OF1310  DESIGNATION -  B 461
 OF1310  PID         -  OF1310
 OF1310  STATE/COUNTY-  NY/OSWEGO
 OF1310  USGS QUAD   -  PENNELLVILLE (1978)
 OF1310
 OF1310                         *CURRENT SURVEY CONTROL
 OF1310  ___________________________________________________________________
 OF1310* NAD 83(1986)-  43 18 41.     (N)    076 22 12.     (W)     SCALED    
 OF1310* NAVD 88     -       113.376  (meters)     371.97   (feet)  ADJUSTED  
 OF1310  ___________________________________________________________________
 OF1310  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OF1310  DYNAMIC HT  -         113.351 (meters)     371.89  (feet)  COMP
 OF1310  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 OF1310
 OF1310  VERT ORDER  -  FIRST     CLASS II
 OF1310
 OF1310.The horizontal coordinates were scaled from a topographic map and have
 OF1310.an estimated accuracy of +/- 6 seconds.
 OF1310
 OF1310.The orthometric height was determined by differential leveling
 OF1310.and adjusted by the National Geodetic Survey in June 1991..
 OF1310
 OF1310.The geoid height was determined by GEOID03.
 OF1310
 OF1310.The dynamic height is computed by dividing the NAVD 88
 OF1310.geopotential number by the normal gravity value computed on the
 OF1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1310.degrees latitude (g = 980.6199 gals.).
 OF1310
 OF1310.The modeled gravity was interpolated from observed gravity values.
 OF1310
 OF1310;                    North         East    Units  Estimated Accuracy
 OF1310;SPC NY C     -   367,780.      267,310.      MT  (+/- 180 meters Scaled)
 OF1310
 OF1310                          SUPERSEDED SURVEY CONTROL
 OF1310
 OF1310.No superseded survey control is available for this station.
 OF1310
 OF1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN888963(NAD 83)
 OF1310_MARKER: I = METAL ROD
 OF1310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1310_SP_SET: STAINLESS STEEL ROD
 OF1310_STAMPING: B 461 1982
 OF1310_MARK LOGO: NGS   
 OF1310_PROJECTION: FLUSH
 OF1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1310_ROD/PIPE-DEPTH: 5.2  meters
 OF1310
 OF1310  HISTORY     - Date     Condition        Report By
 OF1310  HISTORY     - 1982     MONUMENTED       NGS
 OF1310
 OF1310                          STATION DESCRIPTION
 OF1310
 OF1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1310'5.1 KM (3.2 MI) EAST FROM FULTON.
 OF1310'1.5 KM (0.95 MI) EAST ALONG ONEIDA STREET FROM THE JUNCTION OF STATE
 OF1310'HIGHWAY 57 IN FULTON, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG THE
 OF1310'CONRAIL RAILROAD TRACKS, THENCE 1.3 KM (0.8 MI) EAST ALONG MAPLE
 OF1310'AVENUE TO THE MARK ON THE LEFT, ABOUT 30.48 METERS (100 FT) NORTHWEST
 OF1310'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK STORAGE BUILDING,
 OF1310'7.93 METERS (26.0 FT) NORTH OF THE CENTER OF THE ROAD, 0.85 METER
 OF1310'(2.8 FT) EAST OF UTILITY POLE NUMBER 51.
 OF1310'THE MARK IS 0.64 METERS  S FROM A WITNESS POST.
 OF1310'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1316 ***********************************************************************
 OF1316  DESIGNATION -  B 462
 OF1316  PID         -  OF1316
 OF1316  STATE/COUNTY-  NY/OSWEGO
 OF1316  USGS QUAD   -  PENNELLVILLE (1978)
 OF1316
 OF1316                         *CURRENT SURVEY CONTROL
 OF1316  ___________________________________________________________________
 OF1316* NAD 83(1986)-  43 16 59.     (N)    076 16 16.     (W)     SCALED    
 OF1316* NAVD 88     -       126.511  (meters)     415.06   (feet)  ADJUSTED  
 OF1316  ___________________________________________________________________
 OF1316  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 OF1316  DYNAMIC HT  -         126.483 (meters)     414.97  (feet)  COMP
 OF1316  MODELED GRAV-     980,392.9   (mgal)                       NAVD 88
 OF1316
 OF1316  VERT ORDER  -  FIRST     CLASS II
 OF1316
 OF1316.The horizontal coordinates were scaled from a topographic map and have
 OF1316.an estimated accuracy of +/- 6 seconds.
 OF1316
 OF1316.The orthometric height was determined by differential leveling
 OF1316.and adjusted by the National Geodetic Survey in June 1991..
 OF1316
 OF1316.The geoid height was determined by GEOID03.
 OF1316
 OF1316.The dynamic height is computed by dividing the NAVD 88
 OF1316.geopotential number by the normal gravity value computed on the
 OF1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1316.degrees latitude (g = 980.6199 gals.).
 OF1316
 OF1316.The modeled gravity was interpolated from observed gravity values.
 OF1316
 OF1316;                    North         East    Units  Estimated Accuracy
 OF1316;SPC NY C     -   364,660.      275,340.      MT  (+/- 180 meters Scaled)
 OF1316
 OF1316                          SUPERSEDED SURVEY CONTROL
 OF1316
 OF1316.No superseded survey control is available for this station.
 OF1316
 OF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN968930(NAD 83)
 OF1316_MARKER: I = METAL ROD
 OF1316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OF1316_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OF1316_STAMPING: B 462 1982
 OF1316_MARK LOGO: NGS   
 OF1316_PROJECTION: FLUSH
 OF1316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF1316+STABILITY: POSITION/ELEVATION WELL
 OF1316_ROD/PIPE-DEPTH: 7.9  meters
 OF1316_SLEEVE-DEPTH  : 6.1 meters
 OF1316
 OF1316  HISTORY     - Date     Condition        Report By
 OF1316  HISTORY     - 1982     MONUMENTED       NGS
 OF1316
 OF1316                          STATION DESCRIPTION
 OF1316
 OF1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1316'IN PENNELLVILLE.
 OF1316'IN PENNELLVILLE, 0.2 KM (0.1 MI) NORTH ALONG GODFREY ROAD FROM THE
 OF1316'JUNCTION OF COUNTY ROAD 54, TO THE MARK ON THE LEFT, IN THE FRONT LAWN
 OF1316'OF A TWO-STORY FRAME HOUSE WITH GREEN ALUMINUM SIDING, AND NORTHEAST
 OF1316'OF THE NORTHEAST CORNER OF THE HOUSE, 14.94 METERS (49.0 FT) WEST OF
 OF1316'THE CENTERLINE OF GODFREY ROAD, 1.89 METERS (6.2 FT) SOUTH OF THE
 OF1316'SOUTH EDGE OF THE PAVED DRIVEWAY OF THE HOUSE, 4.27 METERS (14.0 FT)
 OF1316'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 OF1316'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1614 ***********************************************************************
 NB1614  DESIGNATION -  B 463
 NB1614  PID         -  NB1614
 NB1614  STATE/COUNTY-  NY/CHEMUNG
 NB1614  USGS QUAD   -  ERIN (1969)
 NB1614
 NB1614                         *CURRENT SURVEY CONTROL
 NB1614  ___________________________________________________________________
 NB1614* NAD 83(1986)-  42 12 05.     (N)    076 39 45.     (W)     SCALED    
 NB1614* NAVD 88     -       417.608  (meters)    1370.10   (feet)  ADJUSTED  
 NB1614  ___________________________________________________________________
 NB1614  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NB1614  DYNAMIC HT  -         417.446 (meters)    1369.57  (feet)  COMP
 NB1614  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 NB1614
 NB1614  VERT ORDER  -  FIRST     CLASS II
 NB1614
 NB1614.The horizontal coordinates were scaled from a topographic map and have
 NB1614.an estimated accuracy of +/- 6 seconds.
 NB1614
 NB1614.The orthometric height was determined by differential leveling
 NB1614.and adjusted by the National Geodetic Survey in June 1991..
 NB1614
 NB1614.The geoid height was determined by GEOID03.
 NB1614
 NB1614.The dynamic height is computed by dividing the NAVD 88
 NB1614.geopotential number by the normal gravity value computed on the
 NB1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1614.degrees latitude (g = 980.6199 gals.).
 NB1614
 NB1614.The modeled gravity was interpolated from observed gravity values.
 NB1614
 NB1614;                    North         East    Units  Estimated Accuracy
 NB1614;SPC NY C     -   244,470.      243,460.      MT  (+/- 180 meters Scaled)
 NB1614
 NB1614                          SUPERSEDED SURVEY CONTROL
 NB1614
 NB1614.No superseded survey control is available for this station.
 NB1614
 NB1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM627734(NAD 83)
 NB1614_MARKER: I = METAL ROD
 NB1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1614_SP_SET: STAINLESS STEEL ROD
 NB1614_STAMPING: B 463 1982
 NB1614_MARK LOGO: NGS   
 NB1614_PROJECTION: FLUSH
 NB1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1614_ROD/PIPE-DEPTH: 3.6  meters
 NB1614
 NB1614  HISTORY     - Date     Condition        Report By
 NB1614  HISTORY     - 1982     MONUMENTED       NGS
 NB1614  HISTORY     - 1988     GOOD             USPSQD
 NB1614  HISTORY     - 1989     GOOD             USPSQD
 NB1614  HISTORY     - 19940926 GOOD             USPSQD
 NB1614
 NB1614                          STATION DESCRIPTION
 NB1614
 NB1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1614'8.1 KM (5.05 MI) EAST FROM BREESPORT.
 NB1614'8.1 KM (5.05 MI) EAST ALONG STATE HIGHWAY 223 FROM THE
 NB1614'TWIN TIERS BAPTIST HIGH SCHOOL IN BREESPORT TO THE MARK
 NB1614'ON THE RIGHT, AT THE SOUTHWEST END OF A STEEL CABLE
 NB1614'GUARDRAIL, 5.21 METERS (17.1 FT) SOUTHEAST OF THE CENTERLINE
 NB1614'OF THE HIGHWAY, 17.60 (57.7 FT) SOUTHWEST OF A HIGHWAY
 NB1614'ROUTE SIGN (223), 1.44 METERS (4.7 FT) SOUTHWEST OF THE
 NB1614'NORTHEAST END OF A STEEL CABLE GUARDRAIL,
 NB1614'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD AND IT
 NB1614'WAS DRIVEN TO REFUSAL AND ANCHORED AT 3.6 METERS.
 NB1614'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 NB1614'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NB1614
 NB1614                          STATION RECOVERY (1988)
 NB1614
 NB1614'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1614'RECOVERED IN GOOD CONDITION.
 NB1614
 NB1614                          STATION RECOVERY (1989)
 NB1614
 NB1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1614'RECOVERED IN GOOD CONDITION.
 NB1614
 NB1614                          STATION RECOVERY (1994)
 NB1614
 NB1614'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1639 ***********************************************************************
 NB1639  DESIGNATION -  B 464
 NB1639  PID         -  NB1639
 NB1639  STATE/COUNTY-  NY/TOMPKINS
 NB1639  USGS QUAD   -  ITHACA WEST (1978)
 NB1639
 NB1639                         *CURRENT SURVEY CONTROL
 NB1639  ___________________________________________________________________
 NB1639* NAD 83(1986)-  42 29 21.     (N)    076 30 39.     (W)     SCALED    
 NB1639* NAVD 88     -       167.698  (meters)     550.19   (feet)  ADJUSTED  
 NB1639  ___________________________________________________________________
 NB1639  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NB1639  DYNAMIC HT  -         167.640 (meters)     550.00  (feet)  COMP
 NB1639  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NB1639
 NB1639  VERT ORDER  -  FIRST     CLASS II
 NB1639
 NB1639.The horizontal coordinates were scaled from a topographic map and have
 NB1639.an estimated accuracy of +/- 6 seconds.
 NB1639
 NB1639.The orthometric height was determined by differential leveling
 NB1639.and adjusted by the National Geodetic Survey in June 1991..
 NB1639
 NB1639.The geoid height was determined by GEOID03.
 NB1639
 NB1639.The dynamic height is computed by dividing the NAVD 88
 NB1639.geopotential number by the normal gravity value computed on the
 NB1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1639.degrees latitude (g = 980.6199 gals.).
 NB1639
 NB1639.The modeled gravity was interpolated from observed gravity values.
 NB1639
 NB1639;                    North         East    Units  Estimated Accuracy
 NB1639;SPC NY C     -   276,430.      255,960.      MT  (+/- 180 meters Scaled)
 NB1639
 NB1639                          SUPERSEDED SURVEY CONTROL
 NB1639
 NB1639.No superseded survey control is available for this station.
 NB1639
 NB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN758051(NAD 83)
 NB1639_MARKER: DB = BENCH MARK DISK
 NB1639_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NB1639_SP_SET: HEADWALL OF CULVERT
 NB1639_STAMPING: B 464 1982
 NB1639_MARK LOGO: NGS   
 NB1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1639+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 NB1639
 NB1639  HISTORY     - Date     Condition        Report By
 NB1639  HISTORY     - 1982     MONUMENTED       NGS
 NB1639  HISTORY     - 1990     GOOD             USPSQD
 NB1639  HISTORY     - 20060630 GOOD             USPSQD
 NB1639
 NB1639                          STATION DESCRIPTION
 NB1639
 NB1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1639'6.1 KM (3.8 MI) SE FROM SOUTH LANSING.
 NB1639'6.1 KM (3.8 MI) SOUTHEAST ALONG STATE HIGHWAY 34 FROM THE
 NB1639'JUNCTION OF STATE HIGHWAY 34B IN SOUTH LANSING TO THE MARK
 NB1639'ON THE LEFT, IN TOP OF THE NORTH END OF A CONCRETE CULVERT
 NB1639'UNDER THE HIGHWAY, 6.15 METERS (20.2 FT) EAST OF THE
 NB1639'CENTERLINE OF THE HIGHWAY, 0.38 METERS (1.2 FT) SOUTH OF MILE
 NB1639'MARKER 34 3604 3020.
 NB1639'THE MARK IS 0.38 METERS  S FROM A WITNESS POST.
 NB1639'THE MARK IS 0.60 M BELOW HIGHWAY.
 NB1639
 NB1639                          STATION RECOVERY (1990)
 NB1639
 NB1639'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEZ)
 NB1639'RECOVERED IN GOOD CONDITION.
 NB1639
 NB1639                          STATION RECOVERY (2006)
 NB1639
 NB1639'RECOVERY NOTE BY US POWER SQUADRON 2006 (NLH)
 NB1639'GPS COORDINATES N 42 29 22.5, W 076 30 40.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1665 ***********************************************************************
 NB1665  DESIGNATION -  B 465
 NB1665  PID         -  NB1665
 NB1665  STATE/COUNTY-  NY/CAYUGA
 NB1665  USGS QUAD   -  CAYUGA (1954)
 NB1665
 NB1665                         *CURRENT SURVEY CONTROL
 NB1665  ___________________________________________________________________
 NB1665* NAD 83(1986)-  42 53 51.     (N)    076 42 38.     (W)     SCALED    
 NB1665* NAVD 88     -       140.190  (meters)     459.94   (feet)  ADJUSTED  
 NB1665  ___________________________________________________________________
 NB1665  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NB1665  DYNAMIC HT  -         140.154 (meters)     459.82  (feet)  COMP
 NB1665  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 NB1665
 NB1665  VERT ORDER  -  FIRST     CLASS II
 NB1665
 NB1665.The horizontal coordinates were scaled from a topographic map and have
 NB1665.an estimated accuracy of +/- 6 seconds.
 NB1665
 NB1665.The orthometric height was determined by differential leveling
 NB1665.and adjusted by the National Geodetic Survey in June 1991..
 NB1665
 NB1665.The geoid height was determined by GEOID03.
 NB1665
 NB1665.The dynamic height is computed by dividing the NAVD 88
 NB1665.geopotential number by the normal gravity value computed on the
 NB1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1665.degrees latitude (g = 980.6199 gals.).
 NB1665
 NB1665.The modeled gravity was interpolated from observed gravity values.
 NB1665
 NB1665;                    North         East    Units  Estimated Accuracy
 NB1665;SPC NY C     -   321,790.      239,610.      MT  (+/- 180 meters Scaled)
 NB1665
 NB1665                          SUPERSEDED SURVEY CONTROL
 NB1665
 NB1665.No superseded survey control is available for this station.
 NB1665
 NB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN603508(NAD 83)
 NB1665_MARKER: I = METAL ROD
 NB1665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1665_SP_SET: STAINLESS STEEL ROD
 NB1665_STAMPING: B 465 1982
 NB1665_MARK LOGO: NGS   
 NB1665_PROJECTION: FLUSH
 NB1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1665_ROD/PIPE-DEPTH: 11.9 meters
 NB1665
 NB1665  HISTORY     - Date     Condition        Report By
 NB1665  HISTORY     - 1982     MONUMENTED       NGS
 NB1665  HISTORY     - 1990     GOOD             USPSQD
 NB1665
 NB1665                          STATION DESCRIPTION
 NB1665
 NB1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1665'2.7 KM (1.7 MI) SE FROM CAYUGA.
 NB1665'2.7 KM (1.7 MI) SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE
 NB1665'INTERSECTION OF WEST GENESEE STREET IN CAYUGA TO THE MARK
 NB1665'ON THE LEFT AND ACROSS THE HIGHWAY FROM A GRAVEL ROAD LEADING
 NB1665'WEST, 14.50 METERS (47.6 FT) EAST OF THE CENTERLINE OF THE
 NB1665'HIGHWAY, 5.75 METERS (18.9 FT) SOUTH OF THE CENTER OF A
 NB1665'PRIVATE DRIVE LEADING TO A LARGE 2-STORY FRAME HOUSE AND
 NB1665'DAIRY BARNS, 0.55 METER (1.8 FT) SOUTH OF UTILITY POLE
 NB1665'NUMBER 29-1/2 52 WITH 2 GUY WIRES AND TRANSFORMER.
 NB1665'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 NB1665'THE MARK IS 0.15 M ABOVE HIGHWAY.
 NB1665
 NB1665                          STATION RECOVERY (1990)
 NB1665
 NB1665'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1296 ***********************************************************************
 OF1296  DESIGNATION -  B 466
 OF1296  PID         -  OF1296
 OF1296  STATE/COUNTY-  NY/OSWEGO
 OF1296  USGS QUAD   -  HANNIBAL (1978)
 OF1296
 OF1296                         *CURRENT SURVEY CONTROL
 OF1296  ___________________________________________________________________
 OF1296* NAD 83(1986)-  43 19 16.     (N)    076 34 45.     (W)     SCALED    
 OF1296* NAVD 88     -        98.944  (meters)     324.62   (feet)  ADJUSTED  
 OF1296  ___________________________________________________________________
 OF1296  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OF1296  DYNAMIC HT  -          98.923 (meters)     324.55  (feet)  COMP
 OF1296  MODELED GRAV-     980,402.4   (mgal)                       NAVD 88
 OF1296
 OF1296  VERT ORDER  -  FIRST     CLASS II
 OF1296
 OF1296.The horizontal coordinates were scaled from a topographic map and have
 OF1296.an estimated accuracy of +/- 6 seconds.
 OF1296
 OF1296.The orthometric height was determined by differential leveling
 OF1296.and adjusted by the National Geodetic Survey in June 1991..
 OF1296
 OF1296.The geoid height was determined by GEOID03.
 OF1296
 OF1296.The dynamic height is computed by dividing the NAVD 88
 OF1296.geopotential number by the normal gravity value computed on the
 OF1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1296.degrees latitude (g = 980.6199 gals.).
 OF1296
 OF1296.The modeled gravity was interpolated from observed gravity values.
 OF1296
 OF1296;                    North         East    Units  Estimated Accuracy
 OF1296;SPC NY C     -   368,840.      250,340.      MT  (+/- 180 meters Scaled)
 OF1296
 OF1296                          SUPERSEDED SURVEY CONTROL
 OF1296
 OF1296.No superseded survey control is available for this station.
 OF1296
 OF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN719976(NAD 83)
 OF1296_MARKER: I = METAL ROD
 OF1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1296_SP_SET: STAINLESS STEEL ROD
 OF1296_STAMPING: B 466 1982
 OF1296_MARK LOGO: NGS   
 OF1296_PROJECTION: FLUSH
 OF1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1296_ROD/PIPE-DEPTH: 5.6  meters
 OF1296
 OF1296  HISTORY     - Date     Condition        Report By
 OF1296  HISTORY     - 1982     MONUMENTED       NGS
 OF1296  HISTORY     - 19910731 GOOD             USPSQD
 OF1296
 OF1296                          STATION DESCRIPTION
 OF1296
 OF1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1296'IN HANNIBAL.
 OF1296'IN HANNIBAL, ON THE PROPERTY OF THE FIRST NATIONAL BANK, ALONG
 OF1296'STATE HIGHWAY 104A, 17.37 METERS (57.0 FT) NORTH OF THE
 OF1296'CENTERLINE OF THE HIGHWAY, 4.08 METERS (13.4 FT) WEST OF THE
 OF1296'SOUTHWEST CORNER OF THE BANK, 0.85 METER (2.8 FT) WEST OF THE
 OF1296'SOUTH END OF THE CONCRETE RETAINING WALL OF THE DRIVE-IN
 OF1296'WINDOW.
 OF1296'THE MARK IS 0.3 M ABOVE HIGHWAY.
 OF1296
 OF1296                          STATION RECOVERY (1991)
 OF1296
 OF1296'RECOVERY NOTE BY US POWER SQUADRON 1991 (RRZ)
 OF1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1276 ***********************************************************************
 OF1276  DESIGNATION -  B 467
 OF1276  PID         -  OF1276
 OF1276  STATE/COUNTY-  NY/CAYUGA
 OF1276  USGS QUAD   -  WEEDSPORT (1978)
 OF1276
 OF1276                         *CURRENT SURVEY CONTROL
 OF1276  ___________________________________________________________________
 OF1276* NAD 83(1986)-  43 02 12.     (N)    076 33 46.     (W)     SCALED    
 OF1276* NAVD 88     -       152.808  (meters)     501.34   (feet)  ADJUSTED  
 OF1276  ___________________________________________________________________
 OF1276  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 OF1276  DYNAMIC HT  -         152.771 (meters)     501.22  (feet)  COMP
 OF1276  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OF1276
 OF1276  VERT ORDER  -  FIRST     CLASS II
 OF1276
 OF1276.The horizontal coordinates were scaled from a topographic map and have
 OF1276.an estimated accuracy of +/- 6 seconds.
 OF1276
 OF1276.The orthometric height was determined by differential leveling
 OF1276.and adjusted by the National Geodetic Survey in June 1991..
 OF1276
 OF1276.The geoid height was determined by GEOID03.
 OF1276
 OF1276.The dynamic height is computed by dividing the NAVD 88
 OF1276.geopotential number by the normal gravity value computed on the
 OF1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1276.degrees latitude (g = 980.6199 gals.).
 OF1276
 OF1276.The modeled gravity was interpolated from observed gravity values.
 OF1276
 OF1276;                    North         East    Units  Estimated Accuracy
 OF1276;SPC NY C     -   337,240.      251,680.      MT  (+/- 180 meters Scaled)
 OF1276
 OF1276                          SUPERSEDED SURVEY CONTROL
 OF1276
 OF1276.No superseded survey control is available for this station.
 OF1276
 OF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN726660(NAD 83)
 OF1276_MARKER: I = METAL ROD
 OF1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1276_SP_SET: STAINLESS STEEL ROD
 OF1276_STAMPING: B 467 1982
 OF1276_MARK LOGO: NGS   
 OF1276_PROJECTION: FLUSH
 OF1276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1276_ROD/PIPE-DEPTH: 4.9  meters
 OF1276
 OF1276  HISTORY     - Date     Condition        Report By
 OF1276  HISTORY     - 1982     MONUMENTED       NGS
 OF1276  HISTORY     - 19951120 GOOD             FA
 OF1276
 OF1276                          STATION DESCRIPTION
 OF1276
 OF1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1276'1.3 KM (0.8 MI) SOUTH FROM WEEDSPORT.
 OF1276'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 34 FROM THE
 OF1276'JUNCTION OF STATE HIGHWAY 31B IN WEEDSPORT TO THE MARK ON
 OF1276'THE RIGHT, AT THE NORTH END OF A STEEL GUARDRAIL AND 0.08 KM
 OF1276'(0.05 MI) NORTH OF THE JUNCTION OF DOWNS ROAD, 7.30 METERS
 OF1276'(24.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.40 METERS
 OF1276'(57.1 FT) SOUTH OF MILE MARKER 34 3105 3059, 0.48 METER
 OF1276'(1.6 FT) WEST OF THE NORTH POST OF THE GUARDRAIL.
 OF1276'THE MARK IS 0.39 METERS  N FROM A WITNESS POST.
 OF1276
 OF1276                          STATION RECOVERY (1995)
 OF1276
 OF1276'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (KR)
 OF1276'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1697 ***********************************************************************
 NB1697  DESIGNATION -  B 468
 NB1697  PID         -  NB1697
 NB1697  STATE/COUNTY-  NY/STEUBEN
 NB1697  USGS QUAD   -  CORNING (1976)
 NB1697
 NB1697                         *CURRENT SURVEY CONTROL
 NB1697  ___________________________________________________________________
 NB1697* NAD 83(1986)-  42 09 30.     (N)    077 05 35.     (W)     SCALED    
 NB1697* NAVD 88     -       286.044  (meters)     938.46   (feet)  ADJUSTED  
 NB1697  ___________________________________________________________________
 NB1697  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NB1697  DYNAMIC HT  -         285.939 (meters)     938.12  (feet)  COMP
 NB1697  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 NB1697
 NB1697  VERT ORDER  -  FIRST     CLASS II
 NB1697
 NB1697.The horizontal coordinates were scaled from a topographic map and have
 NB1697.an estimated accuracy of +/- 6 seconds.
 NB1697
 NB1697.The orthometric height was determined by differential leveling
 NB1697.and adjusted by the National Geodetic Survey in June 1991..
 NB1697
 NB1697.The geoid height was determined by GEOID03.
 NB1697
 NB1697.The dynamic height is computed by dividing the NAVD 88
 NB1697.geopotential number by the normal gravity value computed on the
 NB1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1697.degrees latitude (g = 980.6199 gals.).
 NB1697
 NB1697.The modeled gravity was interpolated from observed gravity values.
 NB1697
 NB1697;                    North         East    Units  Estimated Accuracy
 NB1697;SPC NY C     -   239,810.      207,880.      MT  (+/- 180 meters Scaled)
 NB1697
 NB1697                          SUPERSEDED SURVEY CONTROL
 NB1697
 NB1697.No superseded survey control is available for this station.
 NB1697
 NB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM270694(NAD 83)
 NB1697_MARKER: I = METAL ROD
 NB1697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1697_STAMPING: B 468 1983
 NB1697_MARK LOGO: NGS   
 NB1697_PROJECTION: FLUSH
 NB1697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1697+STABILITY: POSITION/ELEVATION WELL
 NB1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1697+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2002
 NB1697_ROD/PIPE-DEPTH: 9.8  meters
 NB1697_SLEEVE-DEPTH  : 6.1 meters
 NB1697
 NB1697  HISTORY     - Date     Condition        Report By
 NB1697  HISTORY     - 1983     MONUMENTED       NGS
 NB1697  HISTORY     - 1988     GOOD             USPSQD
 NB1697  HISTORY     - 1989     GOOD             USPSQD
 NB1697  HISTORY     - 20010331 GOOD             NGS
 NB1697  HISTORY     - 20020609 GOOD             INDIV
 NB1697
 NB1697                          STATION DESCRIPTION
 NB1697
 NB1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1697'IN PAINTED POST.
 NB1697'IN PAINTED POST, AT THE POST OFFICE LOCATED ON NORTH HAMILTON STREET,
 NB1697'IN THE FRONT LAWN SOUTHEAST OF THE FLAGPOLE, 5.94 METERS (19.5 FT)
 NB1697'NORTHWEST OF THE NORTHWEST CURB OF NORTH HAMILTON STREET, 7.31 METERS
 NB1697'(24.0 FT) NORTHEAST OF THE SOUTH CORNER OF THE POST OFFICE,
 NB1697'2.13 METERS (7.0 FT) SOUTHEAST OF THE FLAGPOLE.
 NB1697'THE MARK IS 0.18 M ABOVE STREET.
 NB1697
 NB1697                          STATION RECOVERY (1988)
 NB1697
 NB1697'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1697'RECOVERED IN GOOD CONDITION.
 NB1697
 NB1697                          STATION RECOVERY (1989)
 NB1697
 NB1697'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1697'RECOVERED IN GOOD CONDITION.
 NB1697
 NB1697                          STATION RECOVERY (2001)
 NB1697
 NB1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1697'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB1697
 NB1697                          STATION RECOVERY (2002)
 NB1697
 NB1697'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MVW)
 NB1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1682 ***********************************************************************
 NB1682  DESIGNATION -  B 469
 NB1682  PID         -  NB1682
 NB1682  STATE/COUNTY-  NY/CHEMUNG
 NB1682  USGS QUAD   -  ELMIRA (1969)
 NB1682
 NB1682                         *CURRENT SURVEY CONTROL
 NB1682  ___________________________________________________________________
 NB1682* NAD 83(1986)-  42 05 03.     (N)    076 48 58.     (W)     SCALED    
 NB1682* NAVD 88     -       265.173  (meters)     869.99   (feet)  ADJUSTED  
 NB1682  ___________________________________________________________________
 NB1682  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NB1682  DYNAMIC HT  -         265.073 (meters)     869.66  (feet)  COMP
 NB1682  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 NB1682
 NB1682  VERT ORDER  -  FIRST     CLASS II
 NB1682
 NB1682.The horizontal coordinates were scaled from a topographic map and have
 NB1682.an estimated accuracy of +/- 6 seconds.
 NB1682
 NB1682.The orthometric height was determined by differential leveling
 NB1682.and adjusted by the National Geodetic Survey in June 1991..
 NB1682
 NB1682.The geoid height was determined by GEOID03.
 NB1682
 NB1682.The dynamic height is computed by dividing the NAVD 88
 NB1682.geopotential number by the normal gravity value computed on the
 NB1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1682.degrees latitude (g = 980.6199 gals.).
 NB1682
 NB1682.The modeled gravity was interpolated from observed gravity values.
 NB1682
 NB1682;                    North         East    Units  Estimated Accuracy
 NB1682;SPC NY C     -   231,470.      230,740.      MT  (+/- 180 meters Scaled)
 NB1682
 NB1682                          SUPERSEDED SURVEY CONTROL
 NB1682
 NB1682.No superseded survey control is available for this station.
 NB1682
 NB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM497607(NAD 83)
 NB1682_MARKER: DB = BENCH MARK DISK
 NB1682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1682_SP_SET: ABUTMENT
 NB1682_STAMPING: B 469 1983
 NB1682_MARK LOGO: NGS   
 NB1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1682
 NB1682  HISTORY     - Date     Condition        Report By
 NB1682  HISTORY     - 1983     MONUMENTED       NGS
 NB1682  HISTORY     - 1988     GOOD             USPSQD
 NB1682  HISTORY     - 1990     GOOD             USPSQD
 NB1682  HISTORY     - 19971206 GOOD             USPSQD
 NB1682
 NB1682                          STATION DESCRIPTION
 NB1682
 NB1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1682'IN ELMIRA.
 NB1682'IN ELMIRA, ALONG WALNUT STREET, IN TOP OF THE WEST END OF THE NORTH
 NB1682'ABUTMENT OF THE BRIDGE OVER THE CHEMUNG RIVER, 2.29 METERS (7.5 FT)
 NB1682'WEST OF THE WEST CURB OF THE STREET, 0.85 METER (2.8 FT) NORTH OF THE
 NB1682'SOUTH EDGE OF THE ABUTMENT.
 NB1682'THE MARK IS ABOVE LEVEL WITH STREET.
 NB1682
 NB1682                          STATION RECOVERY (1988)
 NB1682
 NB1682'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1682'RECOVERED IN GOOD CONDITION.
 NB1682
 NB1682                          STATION RECOVERY (1990)
 NB1682
 NB1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1682'RECOVERED IN GOOD CONDITION.
 NB1682
 NB1682                          STATION RECOVERY (1997)
 NB1682
 NB1682'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0358 ***********************************************************************
 KV0358  DESIGNATION -  B 47
 KV0358  PID         -  KV0358
 KV0358  STATE/COUNTY-  NY/RICHMOND
 KV0358  USGS QUAD   -  ARTHUR KILL (1981)
 KV0358
 KV0358                         *CURRENT SURVEY CONTROL
 KV0358  ___________________________________________________________________
 KV0358* NAD 83(1986)-  40 30 41.     (N)    074 13 15.     (W)     SCALED    
 KV0358* NAVD 88     -        14.443  (meters)      47.39   (feet)  ADJUSTED  
 KV0358  ___________________________________________________________________
 KV0358  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0358  DYNAMIC HT  -          14.437 (meters)      47.37  (feet)  COMP
 KV0358  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 KV0358
 KV0358  VERT ORDER  -  FIRST     CLASS II
 KV0358
 KV0358.The horizontal coordinates were scaled from a topographic map and have
 KV0358.an estimated accuracy of +/- 6 seconds.
 KV0358
 KV0358.The orthometric height was determined by differential leveling
 KV0358.and adjusted by the National Geodetic Survey in June 1991..
 KV0358
 KV0358.The geoid height was determined by GEOID03.
 KV0358
 KV0358.The dynamic height is computed by dividing the NAVD 88
 KV0358.geopotential number by the normal gravity value computed on the
 KV0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0358.degrees latitude (g = 980.6199 gals.).
 KV0358
 KV0358.The modeled gravity was interpolated from observed gravity values.
 KV0358
 KV0358;                    North         East    Units  Estimated Accuracy
 KV0358;SPC NY L     -    38,300.      281,280.      MT  (+/- 180 meters Scaled)
 KV0358
 KV0358                          SUPERSEDED SURVEY CONTROL
 KV0358
 KV0358  NGVD 29 (04/16/92)   14.762  (m)           48.43   (f) ADJUSTED    1 2
 KV0358
 KV0358.Superseded values are not recommended for survey control.
 KV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0358.See file dsdata.txt to determine how the superseded data were derived.
 KV0358
 KV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK660848(NAD 83)
 KV0358_MARKER: DD = SURVEY DISK
 KV0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0358_SP_SET: RAILING
 KV0358_STAMPING: MCS BM B 47 E 48
 KV0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0358+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 KV0358
 KV0358  HISTORY     - Date     Condition        Report By
 KV0358  HISTORY     - 1952     MONUMENTED       DOD
 KV0358  HISTORY     - 1952     GOOD             CGS
 KV0358  HISTORY     - 20020711 GOOD             USPSQD
 KV0358
 KV0358                          STATION DESCRIPTION
 KV0358
 KV0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0358'AT STATEN ISLAND.
 KV0358'ON STATEN ISLAND, NEAR RICHMOND VALLEY, ABOUT 0.1 MILE NORTH OF
 KV0358'HYLAN BOULEVARD, AT MOUNT LORETTO ORPHANAGE, IN THE TOP OF THE
 KV0358'SOUTH END OF THE EAST RAILING OF THE CENTER ONE OF THREE SOUTH
 KV0358'ENTRANCES TO MOUNT LORETTO CHURCH, AND ABOUT 3 FEET ABOVE SIDE
 KV0358'WALK.
 KV0358
 KV0358                          STATION RECOVERY (2002)
 KV0358
 KV0358'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0358'THE MARK IS STABLE BUT UNREADABLE DUE TO BEING HAMMERED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0226 ***********************************************************************
 LY0226  DESIGNATION -  B 47
 LY0226  PID         -  LY0226
 LY0226  STATE/COUNTY-  NY/ULSTER
 LY0226  USGS QUAD   -  ASHOKAN (1964)
 LY0226
 LY0226                         *CURRENT SURVEY CONTROL
 LY0226  ___________________________________________________________________
 LY0226* NAD 83(1986)-  41 58 29.     (N)    074 11 52.     (W)     SCALED    
 LY0226* NAVD 88     -       202.620  (meters)     664.76   (feet)  ADJUSTED  
 LY0226  ___________________________________________________________________
 LY0226  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LY0226  DYNAMIC HT  -         202.546 (meters)     664.52  (feet)  COMP
 LY0226  MODELED GRAV-     980,249.6   (mgal)                       NAVD 88
 LY0226
 LY0226  VERT ORDER  -  SECOND    CLASS 0
 LY0226
 LY0226.The horizontal coordinates were scaled from a topographic map and have
 LY0226.an estimated accuracy of +/- 6 seconds.
 LY0226
 LY0226.The orthometric height was determined by differential leveling
 LY0226.and adjusted by the National Geodetic Survey in June 1991..
 LY0226
 LY0226.The geoid height was determined by GEOID03.
 LY0226
 LY0226.The dynamic height is computed by dividing the NAVD 88
 LY0226.geopotential number by the normal gravity value computed on the
 LY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0226.degrees latitude (g = 980.6199 gals.).
 LY0226
 LY0226.The modeled gravity was interpolated from observed gravity values.
 LY0226
 LY0226;                    North         East    Units  Estimated Accuracy
 LY0226;SPC NY E     -   348,840.      175,050.      MT  (+/- 180 meters Scaled)
 LY0226
 LY0226                          SUPERSEDED SURVEY CONTROL
 LY0226
 LY0226  NGVD 29 (??/??/92)  202.842  (m)          665.49   (f) ADJ UNCH    2 0
 LY0226
 LY0226.Superseded values are not recommended for survey control.
 LY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0226.See file dsdata.txt to determine how the superseded data were derived.
 LY0226
 LY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM664472(NAD 83)
 LY0226_MARKER: DB = BENCH MARK DISK
 LY0226_SETTING: 0 = UNSPECIFIED SETTING
 LY0226_STAMPING: B 47 1934
 LY0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0226
 LY0226  HISTORY     - Date     Condition        Report By
 LY0226  HISTORY     - 1934     MONUMENTED       CGS
 LY0226
 LY0226                          STATION DESCRIPTION
 LY0226
 LY0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0226'AT ASHOKEN.
 LY0226'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0226'RAILWAY, IN SOUTHEAST EDGE OF SMALL PARK PLOT JUST NORTH OF
 LY0226'ASHOKAN STATION, 36 YARDS NORTH OF NORTH RAIL, 15 YARDS NORTHEAST
 LY0226'OF NORTHEAST CORNER OF STATION, 0.2 MILE WEST OF MP NO. K 16, 12
 LY0226'YARDS SOUTH OF NEW YORK STATE HIGHWAY NO. 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1708 ***********************************************************************
 NB1708  DESIGNATION -  B 470
 NB1708  PID         -  NB1708
 NB1708  STATE/COUNTY-  NY/STEUBEN
 NB1708  USGS QUAD   -  CAMERON (1976)
 NB1708
 NB1708                         *CURRENT SURVEY CONTROL
 NB1708  ___________________________________________________________________
 NB1708* NAD 83(1986)-  42 12 18.     (N)    077 24 55.     (W)     SCALED    
 NB1708* NAVD 88     -       319.973  (meters)    1049.78   (feet)  ADJUSTED  
 NB1708  ___________________________________________________________________
 NB1708  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NB1708  DYNAMIC HT  -         319.855 (meters)    1049.39  (feet)  COMP
 NB1708  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 NB1708
 NB1708  VERT ORDER  -  FIRST     CLASS II
 NB1708
 NB1708.The horizontal coordinates were scaled from a topographic map and have
 NB1708.an estimated accuracy of +/- 6 seconds.
 NB1708
 NB1708.The orthometric height was determined by differential leveling
 NB1708.and adjusted by the National Geodetic Survey in June 1991..
 NB1708
 NB1708.The geoid height was determined by GEOID03.
 NB1708
 NB1708.The dynamic height is computed by dividing the NAVD 88
 NB1708.geopotential number by the normal gravity value computed on the
 NB1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1708.degrees latitude (g = 980.6199 gals.).
 NB1708
 NB1708.The modeled gravity was interpolated from observed gravity values.
 NB1708
 NB1708;                    North         East    Units  Estimated Accuracy
 NB1708;SPC NY C     -   245,200.      181,300.      MT  (+/- 180 meters Scaled)
 NB1708
 NB1708                          SUPERSEDED SURVEY CONTROL
 NB1708
 NB1708.No superseded survey control is available for this station.
 NB1708
 NB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM006753(NAD 83)
 NB1708_MARKER: DB = BENCH MARK DISK
 NB1708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1708_SP_SET: ABUTMENT
 NB1708_STAMPING: B 470 1983
 NB1708_MARK LOGO: NGS   
 NB1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1708
 NB1708  HISTORY     - Date     Condition        Report By
 NB1708  HISTORY     - 1983     MONUMENTED       NGS
 NB1708  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1708
 NB1708                          STATION DESCRIPTION
 NB1708
 NB1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1708'1.05 KM (0.65 MI) NW FROM CAMERON.
 NB1708'1.05 KM (0.65 MI) NORTHWEST ALONG COUNTY ROAD 119 FROM THE JUNCTION OF
 NB1708'COUNTY ROAD 10 IN CAMERON TO THE MARK ON THE RIGHT, IN TOP OF THE
 NB1708'NORTH END OF THE WEST ABUTMENT OF THE BRIDGE OVER THE CANISTEO RIVER,
 NB1708'3.66 METERS (12.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NB1708'0.30 METER (1.0 FT) WEST OF THE EAST END OF THE ABUTMENT.
 NB1708'THE MARK IS 0.50 M BELOW ROAD.
 NB1708
 NB1708                          STATION RECOVERY (1990)
 NB1708
 NB1708'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0848 ***********************************************************************
 NC0848  DESIGNATION -  B 471
 NC0848  PID         -  NC0848
 NC0848  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0848  USGS QUAD   -  RIPLEY (1954)
 NC0848
 NC0848                         *CURRENT SURVEY CONTROL
 NC0848  ___________________________________________________________________
 NC0848* NAD 83(1986)-  42 16 04.     (N)    079 42 35.     (W)     SCALED    
 NC0848* NAVD 88     -       218.911  (meters)     718.21   (feet)  ADJUSTED  
 NC0848  ___________________________________________________________________
 NC0848  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NC0848  DYNAMIC HT  -         218.836 (meters)     717.96  (feet)  COMP
 NC0848  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NC0848
 NC0848  VERT ORDER  -  FIRST     CLASS II
 NC0848
 NC0848.The horizontal coordinates were scaled from a topographic map and have
 NC0848.an estimated accuracy of +/- 6 seconds.
 NC0848
 NC0848.The orthometric height was determined by differential leveling
 NC0848.and adjusted by the National Geodetic Survey in November 1993..
 NC0848
 NC0848.The geoid height was determined by GEOID03.
 NC0848
 NC0848.The dynamic height is computed by dividing the NAVD 88
 NC0848.geopotential number by the normal gravity value computed on the
 NC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0848.degrees latitude (g = 980.6199 gals.).
 NC0848
 NC0848.The modeled gravity was interpolated from observed gravity values.
 NC0848
 NC0848;                    North         East    Units  Estimated Accuracy
 NC0848;SPC NY W     -   252,450.      257,080.      MT  (+/- 180 meters Scaled)
 NC0848
 NC0848                          SUPERSEDED SURVEY CONTROL
 NC0848
 NC0848  NAVD 88 (06/15/91)  218.912  (m)          718.21   (f) UNKNOWN     1 2
 NC0848  NGVD 29 (06/03/92)  219.076  (m)          718.75   (f) ADJUSTED    1 2
 NC0848
 NC0848.Superseded values are not recommended for survey control.
 NC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0848.See file dsdata.txt to determine how the superseded data were derived.
 NC0848
 NC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG064803(NAD 83)
 NC0848_MARKER: I = METAL ROD
 NC0848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC0848_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC0848_STAMPING: B 471 1983
 NC0848_MARK LOGO: NGS   
 NC0848_PROJECTION: FLUSH
 NC0848_MAGNETIC: I = MARKER IS A STEEL ROD
 NC0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0848+STABILITY: POSITION/ELEVATION WELL
 NC0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0848+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NC0848_ROD/PIPE-DEPTH: 6.7  meters
 NC0848
 NC0848  HISTORY     - Date     Condition        Report By
 NC0848  HISTORY     - 1983     MONUMENTED       NGS
 NC0848  HISTORY     - 19950821 GOOD             FA
 NC0848  HISTORY     - 20051015 GOOD             USPSQD
 NC0848
 NC0848                          STATION DESCRIPTION
 NC0848
 NC0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0848'IN RIPLEY.
 NC0848'IN RIPLEY, AT THE CENTRAL ELEMENTARY SCHOOL OF RIPLEY, AT THE JUNCTION
 NC0848'OF U.S. HIGHWAY 20 AND STATE HIGHWAY 76, ON THE SOUTHEAST SIDE OF THE
 NC0848'FLAGPOLE, 70.10 METERS (230.0 FT) NORTHWEST OF THE CENTERLINE OF
 NC0848'HIGHWAY 20, 56.38 METERS (185.0 FT) NORTHEAST OF THE CENTERLINE OF
 NC0848'HIGHWAY 76, 14.80 METERS (48.5 FT) SOUTHEAST OF THE CENTER OF THE
 NC0848'DOUBLE ENTRANCE DOORS OF THE MAIN ENTRANCE OF THE SCHOOL, 5.63 METERS
 NC0848'(18.5 FT) NORTH OF THE WEST CORNER OF A 3-1/2 BY 3-1/2-FOOT BRICK
 NC0848'FOUNDATION SUPPORTING A BELL, 2.28 METERS (7.5 FT) SOUTHEAST OF THE
 NC0848'METAL FLAGPOLE FOR THE SCHOOL.
 NC0848'THE MARK IS 1.21 M ABOVE HIGHWAY 20.
 NC0848
 NC0848                          STATION RECOVERY (1995)
 NC0848
 NC0848'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 NC0848'DESCRIPTION GOOD.
 NC0848
 NC0848                          STATION RECOVERY (2005)
 NC0848
 NC0848'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 NC0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0824 ***********************************************************************
 NC0824  DESIGNATION -  B 472
 NC0824  PID         -  NC0824
 NC0824  STATE/COUNTY-  NY/ALLEGANY
 NC0824  USGS QUAD   -  FRIENDSHIP (1978)
 NC0824
 NC0824                         *CURRENT SURVEY CONTROL
 NC0824  ___________________________________________________________________
 NC0824* NAD 83(1986)-  42 12 22.     (N)    078 11 30.     (W)     SCALED    
 NC0824* NAVD 88     -       520.449  (meters)    1707.51   (feet)  ADJUSTED  
 NC0824  ___________________________________________________________________
 NC0824  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 NC0824  DYNAMIC HT  -         520.251 (meters)    1706.86  (feet)  COMP
 NC0824  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 NC0824
 NC0824  VERT ORDER  -  FIRST     CLASS II
 NC0824
 NC0824.The horizontal coordinates were scaled from a topographic map and have
 NC0824.an estimated accuracy of +/- 6 seconds.
 NC0824
 NC0824.The orthometric height was determined by differential leveling
 NC0824.and adjusted by the National Geodetic Survey in June 1991..
 NC0824
 NC0824.The geoid height was determined by GEOID03.
 NC0824
 NC0824.The dynamic height is computed by dividing the NAVD 88
 NC0824.geopotential number by the normal gravity value computed on the
 NC0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0824.degrees latitude (g = 980.6199 gals.).
 NC0824
 NC0824.The modeled gravity was interpolated from observed gravity values.
 NC0824
 NC0824;                    North         East    Units  Estimated Accuracy
 NC0824;SPC NY W     -   245,060.      382,340.      MT  (+/- 180 meters Scaled)
 NC0824
 NC0824                          SUPERSEDED SURVEY CONTROL
 NC0824
 NC0824.No superseded survey control is available for this station.
 NC0824
 NC0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG318764(NAD 83)
 NC0824_MARKER: I = METAL ROD
 NC0824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NC0824_SP_SET: STAINLESS STEEL ROD
 NC0824_STAMPING: B 472 1983
 NC0824_MARK LOGO: NGS   
 NC0824_PROJECTION: FLUSH
 NC0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0824+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 NC0824_ROD/PIPE-DEPTH: 6.7  meters
 NC0824
 NC0824  HISTORY     - Date     Condition        Report By
 NC0824  HISTORY     - 1983     MONUMENTED       NGS
 NC0824  HISTORY     - 20031223 GOOD             USPSQD
 NC0824
 NC0824                          STATION DESCRIPTION
 NC0824
 NC0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0824'4.1 KM (2.55 MI) WEST FROM FRIENDSHIP.
 NC0824'4.1 KM (2.55 MI) WEST ALONG COUNTY HIGHWAY 20 FROM THE JUNCTION OF
 NC0824'STATE HIGHWAY 275 IN FRIENDSHIP TO THE JUNCTION OF SUMMIT ROAD AND THE
 NC0824'MARK ON THE RIGHT, ALSO 7.6 KM (4.75 MI) EAST ALONG COUNTY HIGHWAY 20
 NC0824'FROM THE CITY MUNICIPAL BUILDING IN CUBA, 19.50 METERS (64.0 FT) SOUTH
 NC0824'OF THE CENTERLINE OF THE HIGHWAY, 9.44 METERS (31.0 FT) EAST OF THE
 NC0824'CENTER OF SUMMIT ROAD, 22.55 METERS (74.0 FT) NORTHWEST OF THE
 NC0824'NORTHWEST CORNER OF HEARYS FURNITURE COMPANY BUILDING, 0.45 METER
 NC0824'(1.5 FT) EAST OF POWER POLE 207.
 NC0824'THE MARK IS 3.65 METERS  S FROM A WITNESS POST.
 NC0824'THE MARK IS 0.45 M BELOW HIGHWAY.
 NC0824
 NC0824                          STATION RECOVERY (2003)
 NC0824
 NC0824'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1606 ***********************************************************************
 PG1606  DESIGNATION -  B 473
 PG1606  PID         -  PG1606
 PG1606  STATE/COUNTY-  NY/ESSEX
 PG1606  USGS QUAD   -  
 PG1606
 PG1606                         *CURRENT SURVEY CONTROL
 PG1606  ___________________________________________________________________
 PG1606* NAD 83(1986)-  44 01 31.     (N)    073 25 26.     (W)     SCALED    
 PG1606* NAVD 88     -        41.883  (meters)     137.41   (feet)  ADJUSTED  
 PG1606  ___________________________________________________________________
 PG1606  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG1606  DYNAMIC HT  -          41.878 (meters)     137.39  (feet)  COMP
 PG1606  MODELED GRAV-     980,494.3   (mgal)                       NAVD 88
 PG1606
 PG1606  VERT ORDER  -  FIRST     CLASS II
 PG1606
 PG1606.The horizontal coordinates were scaled from a topographic map and have
 PG1606.an estimated accuracy of +/- 6 seconds.
 PG1606
 PG1606.The orthometric height was determined by differential leveling
 PG1606.and adjusted by the National Geodetic Survey in June 1991..
 PG1606
 PG1606.The geoid height was determined by GEOID03.
 PG1606
 PG1606.The dynamic height is computed by dividing the NAVD 88
 PG1606.geopotential number by the normal gravity value computed on the
 PG1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1606.degrees latitude (g = 980.6199 gals.).
 PG1606
 PG1606.The modeled gravity was interpolated from observed gravity values.
 PG1606
 PG1606;                    North         East    Units  Estimated Accuracy
 PG1606;SPC NY E     -   577,140.      236,270.      MT  (+/- 180 meters Scaled)
 PG1606
 PG1606                          SUPERSEDED SURVEY CONTROL
 PG1606
 PG1606  NGVD 29 (??/??/??)   42.061  (m)          138.00   (f) ADJUSTED    1 2
 PG1606
 PG1606.Superseded values are not recommended for survey control.
 PG1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1606.See file dsdata.txt to determine how the superseded data were derived.
 PG1606
 PG1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP263758(NAD 83)
 PG1606_MARKER: DV = VERTICAL CONTROL DISK
 PG1606_SETTING: 66 = SET IN ROCK OUTCROP
 PG1606_SP_SET: ROCK OUTCROP
 PG1606_STAMPING: B 473
 PG1606_MARK LOGO: NGS   
 PG1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG1606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1606+STABILITY: POSITION/ELEVATION WELL
 PG1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG1606+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1995
 PG1606
 PG1606  HISTORY     - Date     Condition        Report By
 PG1606  HISTORY     - 1984     MONUMENTED       NGS
 PG1606  HISTORY     - 19951204 GOOD             VTAT
 PG1606  HISTORY     - 20020604 GOOD             USPSQD
 PG1606
 PG1606                          STATION DESCRIPTION
 PG1606
 PG1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PG1606'11.8 KM (7.35 MI) SE FROM PORT HENRY.
 PG1606'6.0 KM (3.75 MI) SOUTH ALONG STATE HIGHWAYS 9N AND 22 FROM THE NORSTAR
 PG1606'BANK IN PORT HENRY, THENCE 5.8 KM (3.6 MI) EAST ALONG STATE HIGHWAY 8
 PG1606'TO THE MARK ON THE RIGHT, IN A LARGE ROCK OUTCROP, 18.8 METERS
 PG1606'(62.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PG1606'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 PG1606'THE MARK IS 0.20 M BELOW HIGHWAY.
 PG1606
 PG1606                          STATION RECOVERY (1995)
 PG1606
 PG1606'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1995 (CHR)
 PG1606'GENERAL LOCATION, CROWN POINT, NY.  TO REACH FROM THE NY END OF THE
 PG1606'CHAIMPLAIN BRIDGE (CARRYING ROUTE 17) GO SOUTH ALONG ROUTE 17 (NY
 PG1606'ROUTE 8) FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT, JUST NORTH OF
 PG1606'OLD LAID UP STONE BREASTWORKS AT THE CROWN POINT HISTORIC SITE.  TO
 PG1606'REACH FROM THE INTERSECTION OF ROUTES 9N/22 AND 8 (VT ROUTE 17) GO
 PG1606'EAST ALONG ROUTE 8 TOWARD THE CROWN POINT BRIDGE FOR 3.6 MI (5.8 KM)
 PG1606'TO THE MARK ON THE RIGHT.  THE MARK IS SET IN A MASSIVE ROCK OUTCROP
 PG1606'WHICH PROJECTS ABOUT 0.3 M (1.0 FT) ABOVE GROUND SURFACE.  IT IS 18.5
 PG1606'M (60.7 FT) EAST OF AND ABOUT 1 M (3.3 FT) LOWER THAN THE CENTERLINE
 PG1606'OF ROUTE 17, 11.1 M (36.4 FT) NORTHWEST OF THE NORTHWEST FACE OF THE
 PG1606'STONE BREASTWORKS, 47.2 M (154.9 FT) SOUTHEAST OF POLE NO.  136/A106,
 PG1606'45.6 M (149.6 FT) WEST OF A 90 CM OAK, AND 9.8 M (32.2 FT) SOUTHEAST
 PG1606'OF A FIBERGLASS WITNESS POST.
 PG1606
 PG1606                          STATION RECOVERY (2002)
 PG1606
 PG1606'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PG1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2262 ***********************************************************************
 LX2262  DESIGNATION -  B 474
 LX2262  PID         -  LX2262
 LX2262  STATE/COUNTY-  NY/WESTCHESTER
 LX2262  USGS QUAD   -  GLENVILLE (1971)
 LX2262
 LX2262                         *CURRENT SURVEY CONTROL
 LX2262  ___________________________________________________________________
 LX2262* NAD 83(1986)-  41 00 49.     (N)    073 40 02.     (W)     SCALED    
 LX2262* NAVD 88     -        40.075  (meters)     131.48   (feet)  ADJUSTED  
 LX2262  ___________________________________________________________________
 LX2262  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX2262  DYNAMIC HT  -          40.061 (meters)     131.43  (feet)  COMP
 LX2262  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX2262
 LX2262  VERT ORDER  -  FIRST     CLASS II
 LX2262
 LX2262.The horizontal coordinates were scaled from a topographic map and have
 LX2262.an estimated accuracy of +/- 6 seconds.
 LX2262
 LX2262.The orthometric height was determined by differential leveling
 LX2262.and adjusted by the National Geodetic Survey in June 1991..
 LX2262
 LX2262.The geoid height was determined by GEOID03.
 LX2262
 LX2262.The dynamic height is computed by dividing the NAVD 88
 LX2262.geopotential number by the normal gravity value computed on the
 LX2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2262.degrees latitude (g = 980.6199 gals.).
 LX2262
 LX2262.The modeled gravity was interpolated from observed gravity values.
 LX2262
 LX2262;                    North         East    Units  Estimated Accuracy
 LX2262;SPC NY E     -   242,390.      220,050.      MT  (+/- 180 meters Scaled)
 LX2262
 LX2262                          SUPERSEDED SURVEY CONTROL
 LX2262
 LX2262.No superseded survey control is available for this station.
 LX2262
 LX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL120411(NAD 83)
 LX2262_MARKER: I = METAL ROD
 LX2262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2262_SP_SET: STAINLESS STEEL ROD
 LX2262_STAMPING: B 474 1985
 LX2262_MARK LOGO: NGS   
 LX2262_PROJECTION: FLUSH
 LX2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2262_ROD/PIPE-DEPTH: 4.7  meters
 LX2262
 LX2262  HISTORY     - Date     Condition        Report By
 LX2262  HISTORY     - 1985     MONUMENTED       NGS
 LX2262  HISTORY     - 1989     GOOD             USPSQD
 LX2262  HISTORY     - 1990     GOOD             USPSQD
 LX2262
 LX2262                          STATION DESCRIPTION
 LX2262
 LX2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2262'IN PORT CHESTER.
 LX2262'IN PORT CHESTER, ALONG STATE HIGHWAY 120A (KING STREET), AT THE
 LX2262'NORTHWEST CORNER OF JOHN LYON PARK, AT THE JUNCTION OF PUTNAM AVENUE,
 LX2262'ON THE NORTHEAST SIDE OF A FLAGPOLE AT A VIET NAM WAR MEMORIAL, 18.29
 LX2262'METERS (60.0 FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 7.98
 LX2262'METERS (26.2 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF PUTNAM
 LX2262'AVENUE, 5.97 METERS (19.6 FT) NORTHEAST OF THE CENTER OF THE GRANITE
 LX2262'BASE OF THE MEMORIAL, 0.67 METER (2.2 FT) NORTHEAST OF THE NORTHEAST
 LX2262'FACE OF AN ALUMINUM FLAGPOLE BASE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2262'THROUGH A 5-INCH LOGO CAP.
 LX2262'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2262
 LX2262                          STATION RECOVERY (1989)
 LX2262
 LX2262'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX2262'RECOVERED IN GOOD CONDITION.
 LX2262
 LX2262                          STATION RECOVERY (1990)
 LX2262
 LX2262'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3500 ***********************************************************************
 AA3500  DESIGNATION -  B 475
 AA3500  PID         -  AA3500
 AA3500  STATE/COUNTY-  NY/SUFFOLK
 AA3500  USGS QUAD   -  PATCHOGUE (1967)
 AA3500
 AA3500                         *CURRENT SURVEY CONTROL
 AA3500  ___________________________________________________________________
 AA3500* NAD 83(1986)-  40 45 14.     (N)    073 05 21.     (W)     SCALED    
 AA3500* NAVD 88     -        12.552  (meters)      41.18   (feet)  ADJUSTED  
 AA3500  ___________________________________________________________________
 AA3500  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AA3500  DYNAMIC HT  -          12.548 (meters)      41.17  (feet)  COMP
 AA3500  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 AA3500
 AA3500  VERT ORDER  -  SECOND    CLASS I
 AA3500
 AA3500.The horizontal coordinates were scaled from a topographic map and have
 AA3500.an estimated accuracy of +/- 6 seconds.
 AA3500
 AA3500.The orthometric height was determined by differential leveling
 AA3500.and adjusted by the National Geodetic Survey in April 2001..
 AA3500
 AA3500.The geoid height was determined by GEOID03.
 AA3500
 AA3500.The dynamic height is computed by dividing the NAVD 88
 AA3500.geopotential number by the normal gravity value computed on the
 AA3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3500.degrees latitude (g = 980.6199 gals.).
 AA3500
 AA3500.The modeled gravity was interpolated from observed gravity values.
 AA3500
 AA3500;                    North         East    Units  Estimated Accuracy
 AA3500;SPC NY L     -    65,610.      376,920.      MT  (+/- 180 meters Scaled)
 AA3500
 AA3500                          SUPERSEDED SURVEY CONTROL
 AA3500
 AA3500.No superseded survey control is available for this station.
 AA3500
 AA3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL613131(NAD 83)
 AA3500_MARKER: I = METAL ROD
 AA3500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3500_STAMPING: B 475 1995
 AA3500_MARK LOGO: NGS   
 AA3500_PROJECTION: FLUSH
 AA3500_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3500+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 AA3500_ROD/PIPE-DEPTH: 29.3 meters
 AA3500
 AA3500  HISTORY     - Date     Condition        Report By
 AA3500  HISTORY     - 1995     MONUMENTED       NGS
 AA3500  HISTORY     - 20060105 GOOD             EASTOP
 AA3500
 AA3500                          STATION DESCRIPTION
 AA3500
 AA3500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA3500'8.3 KM (5.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 454 (VETERANS
 AA3500'MEMORIAL HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 495 (EXIT
 AA3500'57) IN HAUPPAUGE, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG JOHNSON
 AA3500'AVENUE, 30.5 M (100.1 FT) WEST OF THE AVENUE CENTERLINE, 6.2 M (20.3
 AA3500'FT) SOUTH OF THE CENTER OF ALFAN DRIVE, 1.7 M (5.6 FT) NORTH OF A
 AA3500'CHAIN-LINK T-FENCE CORNER WITH A WITNESS POST SIGN ATTACHED, 0.6 M
 AA3500'(2.0 FT) WEST OF UTILITY POLE NUMBER 064E24 6507, AND 0.3 M (1.0 FT)
 AA3500'ABOVE THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS
 AA3500'THROUGH A 5-INCH LOGO CAP.
 AA3500
 AA3500                          STATION RECOVERY (2006)
 AA3500
 AA3500'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2006
 AA3500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9310 ***********************************************************************
 DG9310  DESIGNATION -  B 477
 DG9310  PID         -  DG9310
 DG9310  STATE/COUNTY-  NY/ERIE
 DG9310  USGS QUAD   -  
 DG9310
 DG9310                         *CURRENT SURVEY CONTROL
 DG9310  ___________________________________________________________________
 DG9310* NAD 83(1986)-  43 01 10.     (N)    078 30 12.     (W)     SCALED    
 DG9310* NAVD 88     -       208.328  (meters)     683.49   (feet)  ADJUSTED  
 DG9310  ___________________________________________________________________
 DG9310  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DG9310  DYNAMIC HT  -         208.274 (meters)     683.31  (feet)  COMP
 DG9310  MODELED GRAV-     980,355.5   (mgal)                       NAVD 88
 DG9310
 DG9310  VERT ORDER  -  SECOND    CLASS II
 DG9310
 DG9310.The horizontal coordinates were scaled from a topographic map and have
 DG9310.an estimated accuracy of +/- 6 seconds.
 DG9310
 DG9310.The orthometric height was determined by differential leveling
 DG9310.and adjusted by the National Geodetic Survey in April 2005..
 DG9310.No vertical observational check was made to the station.
 DG9310
 DG9310.Photographs are available for this station.
 DG9310
 DG9310.The geoid height was determined by GEOID03.
 DG9310
 DG9310.The dynamic height is computed by dividing the NAVD 88
 DG9310.geopotential number by the normal gravity value computed on the
 DG9310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9310.degrees latitude (g = 980.6199 gals.).
 DG9310
 DG9310.The modeled gravity was interpolated from observed gravity values.
 DG9310
 DG9310;                    North         East    Units  Estimated Accuracy
 DG9310;SPC NY W     -   335,330.      356,520.      MT  (+/- 180 meters Scaled)
 DG9310
 DG9310                          SUPERSEDED SURVEY CONTROL
 DG9310
 DG9310.No superseded survey control is available for this station.
 DG9310
 DG9310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH034659(NAD 83)
 DG9310_MARKER: DB = BENCH MARK DISK
 DG9310_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG9310_SP_SET: BRIDGE WINGWALL
 DG9310_STAMPING: B 477 2004
 DG9310_MARK LOGO: DI    
 DG9310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9310+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 DG9310
 DG9310  HISTORY     - Date     Condition        Report By
 DG9310  HISTORY     - 20040331 MONUMENTED       TVGA
 DG9310
 DG9310                          STATION DESCRIPTION
 DG9310
 DG9310'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 DG9310'TO REACH THE STATION FROM THE POST OFFICE IN AKRON, N.Y. TRAVEL WEST
 DG9310'ON MAIN STREET FOR  0.2 MILES TO BUELL STREET. TURN LEFT AND TRAVEL
 DG9310'SOUTH ON BUELL STREET FOR 200 FEET TO  MURDER CREEK AND THE STATION ON
 DG9310'THE LEFT. THE STATION IS A ALUMINUM DISK SET ON THE  NORTHEAST
 DG9310'WINGWALL OF A BRIDGE OVER MURDER CREEK AND STAMPED B 477, 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3724 ***********************************************************************
 DH3724  DESIGNATION -  B 478
 DH3724  PID         -  DH3724
 DH3724  STATE/COUNTY-  NY/CATTARAUGUS
 DH3724  USGS QUAD   -  GOWANDA (1976)
 DH3724
 DH3724                         *CURRENT SURVEY CONTROL
 DH3724  ___________________________________________________________________
 DH3724* NAD 83(1986)-  42 27 23.     (N)    078 57 31.     (W)     SCALED    
 DH3724* NAVD 88     -       311.398  (meters)    1021.64   (feet)  ADJUSTED  
 DH3724  ___________________________________________________________________
 DH3724  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DH3724  DYNAMIC HT  -         311.294 (meters)    1021.30  (feet)  COMP
 DH3724  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 DH3724
 DH3724  VERT ORDER  -  SECOND    CLASS I
 DH3724
 DH3724.The horizontal coordinates were scaled from a topographic map and have
 DH3724.an estimated accuracy of +/- 6 seconds.
 DH3724
 DH3724.The orthometric height was determined by differential leveling
 DH3724.and adjusted by the National Geodetic Survey in June 2005..
 DH3724.No vertical observational check was made to the station.
 DH3724
 DH3724.The geoid height was determined by GEOID03.
 DH3724
 DH3724.The dynamic height is computed by dividing the NAVD 88
 DH3724.geopotential number by the normal gravity value computed on the
 DH3724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3724.degrees latitude (g = 980.6199 gals.).
 DH3724
 DH3724.The modeled gravity was interpolated from observed gravity values.
 DH3724
 DH3724;                    North         East    Units  Estimated Accuracy
 DH3724;SPC NY W     -   272,850.      319,130.      MT  (+/- 180 meters Scaled)
 DH3724
 DH3724                          SUPERSEDED SURVEY CONTROL
 DH3724
 DH3724.No superseded survey control is available for this station.
 DH3724
 DH3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH678024(NAD 83)
 DH3724_MARKER: DB = BENCH MARK DISK
 DH3724_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3724_SP_SET: CURB
 DH3724_STAMPING: B 478 2004
 DH3724_MARK LOGO: NYDT  
 DH3724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3724+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 DH3724
 DH3724  HISTORY     - Date     Condition        Report By
 DH3724  HISTORY     - 20041110 MONUMENTED       TVGA
 DH3724
 DH3724                          STATION DESCRIPTION
 DH3724
 DH3724'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (JHD)
 DH3724'FROM THE POST OFFICE IN GOWANDA ON STATE ROUTE 39 GO WEST ON ROUTE 39
 DH3724'FOR1.4 MILES TO  THE STATION THE RIGHT AT THE INTERSECTION OF ROUTE 39
 DH3724'AND STAFFORD ROAD. THE STATION IS  A ALUMINUM DISK (STAMPED B 478
 DH3724'2004) SET IN A CONCRETE CURB FOR A CATCH BASIN 24.0  FEET WEST OF THE
 DH3724'CENTERLINE OF ROUTE 39, 32.40 FEET NORTH OF MILE MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1420 ***********************************************************************
 NA1420  DESIGNATION -  B 48
 NA1420  PID         -  NA1420
 NA1420  STATE/COUNTY-  NY/DELAWARE
 NA1420  USGS QUAD   -  CORBETT (1965)
 NA1420
 NA1420                         *CURRENT SURVEY CONTROL
 NA1420  ___________________________________________________________________
 NA1420* NAD 83(1986)-  42 02 04.     (N)    075 04 02.     (W)     SCALED    
 NA1420* NAVD 88     -       334.711  (meters)    1098.13   (feet)  ADJUSTED  
 NA1420  ___________________________________________________________________
 NA1420  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 NA1420  DYNAMIC HT  -         334.596 (meters)    1097.75  (feet)  COMP
 NA1420  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 NA1420
 NA1420  VERT ORDER  -  SECOND    CLASS 0
 NA1420
 NA1420.The horizontal coordinates were scaled from a topographic map and have
 NA1420.an estimated accuracy of +/- 6 seconds.
 NA1420
 NA1420.The orthometric height was determined by differential leveling
 NA1420.and adjusted by the National Geodetic Survey in June 1991..
 NA1420
 NA1420.The geoid height was determined by GEOID03.
 NA1420
 NA1420.The dynamic height is computed by dividing the NAVD 88
 NA1420.geopotential number by the normal gravity value computed on the
 NA1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1420.degrees latitude (g = 980.6199 gals.).
 NA1420
 NA1420.The modeled gravity was interpolated from observed gravity values.
 NA1420
 NA1420;                    North         East    Units  Estimated Accuracy
 NA1420;SPC NY E     -   355,580.      103,040.      MT  (+/- 180 meters Scaled)
 NA1420
 NA1420                          SUPERSEDED SURVEY CONTROL
 NA1420
 NA1420  NGVD 29 (??/??/92)  334.868  (m)         1098.65   (f) ADJ UNCH    2 0
 NA1420
 NA1420.Superseded values are not recommended for survey control.
 NA1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1420.See file dsdata.txt to determine how the superseded data were derived.
 NA1420
 NA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM944536(NAD 83)
 NA1420_MARKER: DB = BENCH MARK DISK
 NA1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1420_STAMPING: B 48 1934
 NA1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1420+STABILITY: SURFACE MOTION
 NA1420
 NA1420  HISTORY     - Date     Condition        Report By
 NA1420  HISTORY     - 1934     MONUMENTED       CGS
 NA1420  HISTORY     - 1964     GOOD             NGS
 NA1420
 NA1420                          STATION DESCRIPTION
 NA1420
 NA1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA1420'AT SHINHOPPLE.
 NA1420'ON THE DELAWARE AND NORTHERN RAILWAY, 7 RAILS SOUTH OF A DIRT ROAD
 NA1420'CROSSING, 3 1/2 RAILS SOUTH OF STATION, 7 YARDS EAST OF EAST RAIL, 1
 NA1420'FOOT ABOVE THE TOP OF THE GROUND, A CONCRETE POST.
 NA1420
 NA1420                          STATION RECOVERY (1964)
 NA1420
 NA1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NA1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0266 ***********************************************************************
 NA0266  DESIGNATION -  B 49
 NA0266  PID         -  NA0266
 NA0266  STATE/COUNTY-  NY/SCHOHARIE
 NA0266  USGS QUAD   -  GILBOA (1980)
 NA0266
 NA0266                         *CURRENT SURVEY CONTROL
 NA0266  ___________________________________________________________________
 NA0266* NAD 83(1986)-  42 29 40.     (N)    074 25 13.     (W)     SCALED    
 NA0266* NAVD 88     -       227.588  (meters)     746.68   (feet)  ADJUSTED  
 NA0266  ___________________________________________________________________
 NA0266  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 NA0266  DYNAMIC HT  -         227.514 (meters)     746.44  (feet)  COMP
 NA0266  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 NA0266
 NA0266  VERT ORDER  -  SECOND    CLASS 0
 NA0266
 NA0266.The horizontal coordinates were scaled from a topographic map and have
 NA0266.an estimated accuracy of +/- 6 seconds.
 NA0266
 NA0266.The orthometric height was determined by differential leveling
 NA0266.and adjusted by the National Geodetic Survey in June 1991..
 NA0266
 NA0266.The geoid height was determined by GEOID03.
 NA0266
 NA0266.The dynamic height is computed by dividing the NAVD 88
 NA0266.geopotential number by the normal gravity value computed on the
 NA0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0266.degrees latitude (g = 980.6199 gals.).
 NA0266
 NA0266.The modeled gravity was interpolated from observed gravity values.
 NA0266
 NA0266;                    North         East    Units  Estimated Accuracy
 NA0266;SPC NY E     -   406,520.      156,550.      MT  (+/- 180 meters Scaled)
 NA0266
 NA0266                          SUPERSEDED SURVEY CONTROL
 NA0266
 NA0266  NGVD 29 (??/??/92)  227.735  (m)          747.16   (f) ADJ UNCH    2 0
 NA0266
 NA0266.Superseded values are not recommended for survey control.
 NA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0266.See file dsdata.txt to determine how the superseded data were derived.
 NA0266
 NA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN476048(NAD 83)
 NA0266_MARKER: DB = BENCH MARK DISK
 NA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0266_STAMPING: B-49-1934
 NA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0266+STABILITY: SURFACE MOTION
 NA0266
 NA0266  HISTORY     - Date     Condition        Report By
 NA0266  HISTORY     - 1934     MONUMENTED       CGS
 NA0266
 NA0266                          STATION DESCRIPTION
 NA0266
 NA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA0266'2.0 MI NE FROM NORTH BLENHEIM.
 NA0266'ON STATE HIGHWAY 30 2 MILES NORTHEAST OF THE NORTH END OF A CONCRETE
 NA0266'HIGHWAY BRIDGE OVER SCHOHARIE CREEK, 110 YARDS SOUTHWEST OF THE SOUTH
 NA0266'END OF A HIGH ROCK CLIFF AT A POINT WHERE THE HIGHWAY AND CREEK MEET,
 NA0266'13 YARDS SOUTH OF THE SOUTH CORNER OF A LARGE CONCRETE CULVERT, 2.6
 NA0266'FEET EAST OF THE SOUTH END OF A BARRACADE FENCE, 13.8 FEET SOUTH EAST
 NA0266'OF THE CENTERLINE OF HIGHWAY, LEVEL WITH SURFACE OF HIGHWAY, SET ON
 NA0266'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0772 ***********************************************************************
 OD0772  DESIGNATION -  B 5
 OD0772  PID         -  OD0772
 OD0772  STATE/COUNTY-  NY/SARATOGA
 OD0772  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD0772
 OD0772                         *CURRENT SURVEY CONTROL
 OD0772  ___________________________________________________________________
 OD0772* NAD 83(1986)-  43 04 34.     (N)    073 42 08.     (W)     SCALED    
 OD0772* NAVD 88     -        63.887  (meters)     209.60   (feet)  ADJUSTED  
 OD0772  ___________________________________________________________________
 OD0772  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 OD0772  DYNAMIC HT  -          63.871 (meters)     209.55  (feet)  COMP
 OD0772  MODELED GRAV-     980,381.1   (mgal)                       NAVD 88
 OD0772
 OD0772  VERT ORDER  -  FIRST     CLASS II
 OD0772
 OD0772.The horizontal coordinates were scaled from a topographic map and have
 OD0772.an estimated accuracy of +/- 6 seconds.
 OD0772
 OD0772.The orthometric height was determined by differential leveling
 OD0772.and adjusted by the National Geodetic Survey in June 1991..
 OD0772
 OD0772.The geoid height was determined by GEOID03.
 OD0772
 OD0772.The dynamic height is computed by dividing the NAVD 88
 OD0772.geopotential number by the normal gravity value computed on the
 OD0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0772.degrees latitude (g = 980.6199 gals.).
 OD0772
 OD0772.The modeled gravity was interpolated from observed gravity values.
 OD0772
 OD0772;                    North         East    Units  Estimated Accuracy
 OD0772;SPC NY E     -   471,440.      214,970.      MT  (+/- 180 meters Scaled)
 OD0772
 OD0772                          SUPERSEDED SURVEY CONTROL
 OD0772
 OD0772  NGVD 29 (??/??/92)   64.071  (m)          210.21   (f) ADJ UNCH    1 2
 OD0772
 OD0772.Superseded values are not recommended for survey control.
 OD0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0772.See file dsdata.txt to determine how the superseded data were derived.
 OD0772
 OD0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN056700(NAD 83)
 OD0772_MARKER: DB = BENCH MARK DISK
 OD0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0772_STAMPING: B 5 1919
 OD0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0772+STABILITY: SURFACE MOTION
 OD0772
 OD0772  HISTORY     - Date     Condition        Report By
 OD0772  HISTORY     - 1919     MONUMENTED       CGS
 OD0772  HISTORY     - 1955     GOOD             NGS
 OD0772  HISTORY     - 1974     MARK NOT FOUND   NGS
 OD0772  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 OD0772  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OD0772  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 OD0772
 OD0772                          STATION DESCRIPTION
 OD0772
 OD0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0772'IN SCHUYLER JUNCTION.
 OD0772'AT SCHUYLER JUNCTION, AT THE OVERPASS OF COUNTY ROAD 65 OVER THE
 OD0772'SARATOGA AND SCHUYLERVILLE RAILROAD, 20.3 FEET EAST OF EAST RAIL OF
 OD0772'EAST TRACK, 34.3 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE
 OD0772'FOOTING OF CENTER PIER OF OVERPASS, 58 FEET SOUTHEAST OF BM O 4, 2 1/2
 OD0772'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 OD0772'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 OD0772'NOTE--THE MARK IS ONLY ABOUT 4 1/2-INCH SQUARE ON TOP AND IS SLIGHTLY
 OD0772'LOOSE IN GROUND.
 OD0772
 OD0772                          STATION RECOVERY (1974)
 OD0772
 OD0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OD0772'MARK NOT FOUND.
 OD0772
 OD0772                          STATION RECOVERY (2003)
 OD0772
 OD0772'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0772'MARK NOT FOUND.
 OD0772
 OD0772                          STATION RECOVERY (2004)
 OD0772
 OD0772'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD0772'MARK NOT FOUND.
 OD0772
 OD0772                          STATION RECOVERY (2005)
 OD0772
 OD0772'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1516 ***********************************************************************
 NA1516  DESIGNATION -  B 50
 NA1516  PID         -  NA1516
 NA1516  STATE/COUNTY-  NY/CHENANGO
 NA1516  USGS QUAD   -  OXFORD (1949)
 NA1516
 NA1516                         *CURRENT SURVEY CONTROL
 NA1516  ___________________________________________________________________
 NA1516* NAD 83(1986)-  42 28 20.     (N)    075 32 35.     (W)     SCALED    
 NA1516* NAVD 88     -       299.404  (meters)     982.29   (feet)  ADJUSTED  
 NA1516  ___________________________________________________________________
 NA1516  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 NA1516  DYNAMIC HT  -         299.302 (meters)     981.96  (feet)  COMP
 NA1516  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 NA1516
 NA1516  VERT ORDER  -  SECOND    CLASS 0
 NA1516
 NA1516.The horizontal coordinates were scaled from a topographic map and have
 NA1516.an estimated accuracy of +/- 6 seconds.
 NA1516
 NA1516.The orthometric height was determined by differential leveling
 NA1516.and adjusted by the National Geodetic Survey in June 1991..
 NA1516
 NA1516.The geoid height was determined by GEOID03.
 NA1516
 NA1516.The dynamic height is computed by dividing the NAVD 88
 NA1516.geopotential number by the normal gravity value computed on the
 NA1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1516.degrees latitude (g = 980.6199 gals.).
 NA1516
 NA1516.The modeled gravity was interpolated from observed gravity values.
 NA1516
 NA1516;                    North         East    Units  Estimated Accuracy
 NA1516;SPC NY C     -   275,070.      335,540.      MT  (+/- 180 meters Scaled)
 NA1516
 NA1516                          SUPERSEDED SURVEY CONTROL
 NA1516
 NA1516  NGVD 29 (??/??/92)  299.519  (m)          982.67   (f) ADJ UNCH    2 0
 NA1516
 NA1516.Superseded values are not recommended for survey control.
 NA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1516.See file dsdata.txt to determine how the superseded data were derived.
 NA1516
 NA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN553023(NAD 83)
 NA1516_MARKER: DB = BENCH MARK DISK
 NA1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1516_STAMPING: B 50 1934
 NA1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1516+STABILITY: SURFACE MOTION
 NA1516
 NA1516  HISTORY     - Date     Condition        Report By
 NA1516  HISTORY     - 1934     MONUMENTED       CGS
 NA1516
 NA1516                          STATION DESCRIPTION
 NA1516
 NA1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA1516'3.6 MI N FROM OXFORD.
 NA1516'ON THE UTICA DIVISION OF THE DELAWARE, LAKAWANNA AND WESTERN RAILWAY,
 NA1516'0.5 MILES NORTH OF THE FLAG STOP HAYNES, 0.5 MILES NORTH OF MP NO.
 NA1516'228, 9 YARDS SOUTHEAST OF SIGNAL TOWER NO. U228.5, 6 YARDS EAST OF THE
 NA1516'EAST RAIL, 4 YARDS NORTH OF CENTER LINE OF A DIRT ROAD, A CONCRETE
 NA1516'POST, 1 FOOT ABOVE THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0255 ***********************************************************************
 NB0255  DESIGNATION -  B 51
 NB0255  PID         -  NB0255
 NB0255  STATE/COUNTY-  NY/CORTLAND
 NB0255  USGS QUAD   -  CORTLAND (1955)
 NB0255
 NB0255                         *CURRENT SURVEY CONTROL
 NB0255  ___________________________________________________________________
 NB0255* NAD 83(1986)-  42 34 54.     (N)    076 13 08.     (W)     SCALED    
 NB0255* NAVD 88     -       354.669  (meters)    1163.61   (feet)  ADJUSTED  
 NB0255  ___________________________________________________________________
 NB0255  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NB0255  DYNAMIC HT  -         354.549 (meters)    1163.22  (feet)  COMP
 NB0255  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NB0255
 NB0255  VERT ORDER  -  SECOND    CLASS 0
 NB0255
 NB0255.The horizontal coordinates were scaled from a topographic map and have
 NB0255.an estimated accuracy of +/- 6 seconds.
 NB0255
 NB0255.The orthometric height was determined by differential leveling
 NB0255.and adjusted by the National Geodetic Survey in June 1991..
 NB0255
 NB0255.The geoid height was determined by GEOID03.
 NB0255
 NB0255.The dynamic height is computed by dividing the NAVD 88
 NB0255.geopotential number by the normal gravity value computed on the
 NB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0255.degrees latitude (g = 980.6199 gals.).
 NB0255
 NB0255.The modeled gravity was interpolated from observed gravity values.
 NB0255
 NB0255;                    North         East    Units  Estimated Accuracy
 NB0255;SPC NY C     -   286,770.      279,920.      MT  (+/- 180 meters Scaled)
 NB0255
 NB0255                          SUPERSEDED SURVEY CONTROL
 NB0255
 NB0255  NGVD 29 (??/??/92)  354.804  (m)         1164.05   (f) ADJ UNCH    2 0
 NB0255
 NB0255.Superseded values are not recommended for survey control.
 NB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0255.See file dsdata.txt to determine how the superseded data were derived.
 NB0255
 NB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN999150(NAD 83)
 NB0255_MARKER: DB = BENCH MARK DISK
 NB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0255_STAMPING: B 51 1934
 NB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0255+STABILITY: SURFACE MOTION
 NB0255
 NB0255  HISTORY     - Date     Condition        Report By
 NB0255  HISTORY     - 1934     MONUMENTED       CGS
 NB0255  HISTORY     - 19910110 MARK NOT FOUND   USPSQD
 NB0255  HISTORY     - 20060307 MARK NOT FOUND   NYDT
 NB0255
 NB0255                          STATION DESCRIPTION
 NB0255
 NB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0255'2.1 MI S FROM CORTLAND.
 NB0255'ON THE CORTLAND TO ELMIRA BRANCH OF THE LEHIGH VALLEY RAILWAY, 60
 NB0255'YARDS WEST OF A STREAM, 5 RAILS SOUTH OF A HIGHWAY CROSSING, 6 YARDS
 NB0255'EAST OF THE EAST RAIL, 6 YARDS SOUTHEAST OF AN IRON POST, 2 YARDS
 NB0255'WEST OF A FENCE LINE, 1 YARD NORTHEAST OF A TELEPHONE POLE, A
 NB0255'CONCRETE POST, 8 INCHES ABOVE THE TOP OF THE GROUND.
 NB0255
 NB0255                          STATION RECOVERY (1991)
 NB0255
 NB0255'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0255'MARK NOT FOUND.
 NB0255
 NB0255                          STATION RECOVERY (2006)
 NB0255
 NB0255'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 NB0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3171 ***********************************************************************
 LW3171  DESIGNATION -  B 5/1 S 5/1 1943
 LW3171  PID         -  LW3171
 LW3171  STATE/COUNTY-  NY/SUFFOLK
 LW3171  USGS QUAD   -  
 LW3171
 LW3171                         *CURRENT SURVEY CONTROL
 LW3171  ___________________________________________________________________
 LW3171* NAD 83(1996)-  41 03 51.72041(N)    071 51 48.52954(W)     ADJUSTED  
 LW3171* NAVD 88     -        22.46   (+/-2cm)      73.7    (feet)  VERTCON   
 LW3171  ___________________________________________________________________
 LW3171  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 LW3171  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LW3171
 LW3171  HORZ ORDER  -  SECOND
 LW3171  VERT ORDER  -  THIRD ? (See Below)
 LW3171
 LW3171.The horizontal coordinates were established by classical geodetic methods
 LW3171.and adjusted by the National Geodetic Survey in January 1999..
 LW3171
 LW3171.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3171.The vertical order pertains to the NGVD 29 superseded value.
 LW3171
 LW3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3171
 LW3171.The geoid height was determined by GEOID03.
 LW3171
 LW3171;                    North         East     Units Scale Factor Converg.
 LW3171;SPC NY L     -   101,877.695   479,564.015   MT  1.00000187   +1 23 50.9
 LW3171;SPC NY L     -   334,243.74  1,573,369.61   sFT  1.00000187   +1 23 50.9
 LW3171;SPC CT       -   178,440.394   379,315.410   MT  1.00001647   +0 35 16.1
 LW3171;SPC CT       -   585,433.19  1,244,470.64   sFT  1.00001647   +0 35 16.1
 LW3171;UTM  19      - 4,549,853.725   259,397.444   MT  1.00031254   -1 52 55.0
 LW3171
 LW3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3171!SPC NY L     -   1.00000134  x   1.00000187  =   1.00000321
 LW3171!SPC CT       -   1.00000134  x   1.00001647  =   1.00001781
 LW3171!UTM  19      -   1.00000134  x   1.00031254  =   1.00031388
 LW3171
 LW3171|---------------------------------------------------------------------|
 LW3171| PID    Reference Object                     Distance      Geod. Az  |
 LW3171|                                                           dddmmss.s |
 LW3171| LW0886 BC 3                                266.908 METERS 04154     |
 LW3171| LW0883 BATTERY DUNN USE                    APPROX. 0.6 KM 2704053.5 |
 LW3171|---------------------------------------------------------------------|
 LW3171
 LW3171                          SUPERSEDED SURVEY CONTROL
 LW3171
 LW3171  NAD 83(1996)-  41 03 51.72085(N)    071 51 48.53131(W) AD(       ) 2
 LW3171  NAD 83(1992)-  41 03 51.71588(N)    071 51 48.53640(W) AD(       ) 2
 LW3171  NAD 83(1986)-  41 03 51.71604(N)    071 51 48.53911(W) AD(       ) 2
 LW3171  NAD 27      -  41 03 51.35200(N)    071 51 50.30800(W) AD(       ) 2
 LW3171  NGVD 29 (07/19/86)   22.75   (m)           74.6    (f) LEVELING    3  
 LW3171
 LW3171.Superseded values are not recommended for survey control.
 LW3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3171.See file dsdata.txt to determine how the superseded data were derived.
 LW3171
 LW3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5939749854(NAD 83)
 LW3171_MARKER: DS = TRIANGULATION STATION DISK
 LW3171_SETTING: 0 = UNSPECIFIED SETTING
 LW3171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3171
 LW3171  HISTORY     - Date     Condition        Report By
 LW3171  HISTORY     - 1943     MONUMENTED       CGS
 LW3171
 LW3171                          STATION DESCRIPTION
 LW3171
 LW3171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3171'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT HERO, AND
 LW3171'IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE DUGOUT-TYPE
 LW3171'FIRE-CONTROL BUILDING THAT IS ABOUT 250 YDS. S OF BATTERY 216
 LW3171'AND ABOUT 100 FT. N OF THE MACADAM SHORE ROAD.  IT IS A STANDARD
 LW3171'DISK, STAMPED B5 OVER 1 S5 OVER 1 1943 AND SET IN A DRILL HOLE
 LW3171'IN THE CONCRETE ROOF OF THE BUILDING DIRECTLY OVER THE CENTER OF
 LW3171'THE INSTRUMENT.  THE ROOF IS COVERED WITH ABOUT 20 IN. OF DIRT.
 LW3171'NO REFERENCE MARKS WERE ESTABLISHED.
 LW3171'
 LW3171'HEIGHT OF LIGHT ABOVE STATION MARK 3.7 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1550 ***********************************************************************
 NA1550  DESIGNATION -  B 52
 NA1550  PID         -  NA1550
 NA1550  STATE/COUNTY-  NY/MADISON
 NA1550  USGS QUAD   -  CAZENOVIA (1943)
 NA1550
 NA1550                         *CURRENT SURVEY CONTROL
 NA1550  ___________________________________________________________________
 NA1550* NAD 83(1986)-  42 54 33.     (N)    075 51 41.     (W)     SCALED    
 NA1550* NAVD 88     -       383.312  (meters)    1257.58   (feet)  ADJUSTED  
 NA1550  ___________________________________________________________________
 NA1550  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NA1550  DYNAMIC HT  -         383.197 (meters)    1257.21  (feet)  COMP
 NA1550  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 NA1550
 NA1550  VERT ORDER  -  SECOND    CLASS 0
 NA1550
 NA1550.The horizontal coordinates were scaled from a topographic map and have
 NA1550.an estimated accuracy of +/- 6 seconds.
 NA1550
 NA1550.The orthometric height was determined by differential leveling
 NA1550.and adjusted by the National Geodetic Survey in June 1991..
 NA1550
 NA1550.The geoid height was determined by GEOID03.
 NA1550
 NA1550.The dynamic height is computed by dividing the NAVD 88
 NA1550.geopotential number by the normal gravity value computed on the
 NA1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1550.degrees latitude (g = 980.6199 gals.).
 NA1550
 NA1550.The modeled gravity was interpolated from observed gravity values.
 NA1550
 NA1550;                    North         East    Units  Estimated Accuracy
 NA1550;SPC NY C     -   323,330.      308,950.      MT  (+/- 180 meters Scaled)
 NA1550
 NA1550                          SUPERSEDED SURVEY CONTROL
 NA1550
 NA1550  NGVD 29 (??/??/92)  383.430  (m)         1257.97   (f) ADJ UNCH    2 0
 NA1550
 NA1550.Superseded values are not recommended for survey control.
 NA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1550.See file dsdata.txt to determine how the superseded data were derived.
 NA1550
 NA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN296510(NAD 83)
 NA1550_MARKER: DB = BENCH MARK DISK
 NA1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1550_SP_SET: CONCRETE FOUNDATON OF TOWER
 NA1550_STAMPING: B 52 1934
 NA1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1550
 NA1550  HISTORY     - Date     Condition        Report By
 NA1550  HISTORY     - 1934     MONUMENTED       CGS
 NA1550  HISTORY     - 1935     GOOD             NGS
 NA1550
 NA1550                          STATION DESCRIPTION
 NA1550
 NA1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA1550'AT RIPPLETON.
 NA1550'AT RIPPLETON, MADISON COUNTY, ON THE LEHIGH VALLEY RAILROAD, AT THE
 NA1550'JUNCTION OF THE WEST SHORE RAILROAD, 24.9 FEET NORTHEAST OF THE
 NA1550'INTERSECTION OF THE NORTHWEST RAIL OF THE L.V.R.R. AND THE NORTHEAST
 NA1550'RAIL OF THE W.S.R.R, 27.3 FEET NORTH OF A TALL IRON SIGNAL TOWER,
 NA1550'10.6 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF AN ABANDONED
 NA1550'CONCRETE FOUNDATION OF A SIGNAL TOWER, AND ABOUT 3 FEET HIGHER THAN
 NA1550'THE RAIL.  A STANDARD DISK, STAMPED B 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0920 ***********************************************************************
 NB0920  DESIGNATION -  B 54
 NB0920  PID         -  NB0920
 NB0920  STATE/COUNTY-  NY/ONTARIO
 NB0920  USGS QUAD   -  STANLEY (1952)
 NB0920
 NB0920                         *CURRENT SURVEY CONTROL
 NB0920  ___________________________________________________________________
 NB0920* NAD 83(1986)-  42 49 29.     (N)    077 06 03.     (W)     SCALED    
 NB0920* NAVD 88     -       275.576  (meters)     904.12   (feet)  ADJUSTED  
 NB0920  ___________________________________________________________________
 NB0920  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NB0920  DYNAMIC HT  -         275.494 (meters)     903.85  (feet)  COMP
 NB0920  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 NB0920
 NB0920  VERT ORDER  -  SECOND    CLASS 0
 NB0920
 NB0920.The horizontal coordinates were scaled from a topographic map and have
 NB0920.an estimated accuracy of +/- 6 seconds.
 NB0920
 NB0920.The orthometric height was determined by differential leveling
 NB0920.and adjusted by the National Geodetic Survey in June 1991..
 NB0920
 NB0920.The geoid height was determined by GEOID03.
 NB0920
 NB0920.The dynamic height is computed by dividing the NAVD 88
 NB0920.geopotential number by the normal gravity value computed on the
 NB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0920.degrees latitude (g = 980.6199 gals.).
 NB0920
 NB0920.The modeled gravity was interpolated from observed gravity values.
 NB0920
 NB0920;                    North         East    Units  Estimated Accuracy
 NB0920;SPC NY C     -   313,830.      207,690.      MT  (+/- 180 meters Scaled)
 NB0920
 NB0920                          SUPERSEDED SURVEY CONTROL
 NB0920
 NB0920  NGVD 29 (??/??/92)  275.714  (m)          904.57   (f) ADJ UNCH    2 0
 NB0920
 NB0920.Superseded values are not recommended for survey control.
 NB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0920.See file dsdata.txt to determine how the superseded data were derived.
 NB0920
 NB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN282434(NAD 83)
 NB0920_MARKER: DB = BENCH MARK DISK
 NB0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0920_STAMPING: B 54 1934
 NB0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0920+STABILITY: SURFACE MOTION
 NB0920
 NB0920  HISTORY     - Date     Condition        Report By
 NB0920  HISTORY     - 1934     MONUMENTED       CGS
 NB0920  HISTORY     - 1981     MARK NOT FOUND   NGS
 NB0920  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0920  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0920  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 NB0920
 NB0920                          STATION DESCRIPTION
 NB0920
 NB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0920'AT STANLEY.
 NB0920'ON THE GENEVA TO NAPLES BRANCH OF THE LEHIGH VALLEY RAILROAD, 285
 NB0920'FEET WEST OF THE PENNSYLVANIA RAILROAD CROSSING, 50 FEET SOUTHEAST
 NB0920'OF THE STATION, 19 FEET EAST OF CENTER LINE OF HIGHWAY NO. 39, 15
 NB0920'FEET SOUTH OF THE SOUTH RAIL OF THE LEHIGH VALLEY MAIN LINE, 9.5
 NB0920'FEET NORTH OF CROSSING SIGN, LEVEL WITH TOP OF RAIL, AND ON TOP
 NB0920'OF CONCRETE POST.
 NB0920
 NB0920                          STATION RECOVERY (1981)
 NB0920
 NB0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NB0920'MARK NOT FOUND.
 NB0920
 NB0920                          STATION RECOVERY (1985)
 NB0920
 NB0920'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0920'MARK NOT FOUND.
 NB0920
 NB0920                          STATION RECOVERY (1985)
 NB0920
 NB0920'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0920'MARK NOT FOUND.
 NB0920
 NB0920                          STATION RECOVERY (2001)
 NB0920
 NB0920'RECOVERY NOTE BY US POWER SQUADRON 2001 (DB)
 NB0920'STATION HOUSE, FOUNDATION AND RAILS REMOVED AND AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0529 ***********************************************************************
 NB0529  DESIGNATION -  B 55
 NB0529  PID         -  NB0529
 NB0529  STATE/COUNTY-  NY/STEUBEN
 NB0529  USGS QUAD   -  DANSVILLE (1978)
 NB0529
 NB0529                         *CURRENT SURVEY CONTROL
 NB0529  ___________________________________________________________________
 NB0529* NAD 83(1986)-  42 30 40.     (N)    077 41 43.     (W)     SCALED    
 NB0529* NAVD 88     -       384.427  (meters)    1261.24   (feet)  ADJUSTED  
 NB0529  ___________________________________________________________________
 NB0529  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NB0529  DYNAMIC HT  -         384.295 (meters)    1260.81  (feet)  COMP
 NB0529  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NB0529
 NB0529  VERT ORDER  -  SECOND    CLASS 0
 NB0529
 NB0529.The horizontal coordinates were scaled from a topographic map and have
 NB0529.an estimated accuracy of +/- 6 seconds.
 NB0529
 NB0529.The orthometric height was determined by differential leveling
 NB0529.and adjusted by the National Geodetic Survey in June 1991..
 NB0529
 NB0529.The geoid height was determined by GEOID03.
 NB0529
 NB0529.The dynamic height is computed by dividing the NAVD 88
 NB0529.geopotential number by the normal gravity value computed on the
 NB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0529.degrees latitude (g = 980.6199 gals.).
 NB0529
 NB0529.The modeled gravity was interpolated from observed gravity values.
 NB0529
 NB0529;                    North         East    Units  Estimated Accuracy
 NB0529;SPC NY C     -   279,460.      158,620.      MT  (+/- 180 meters Scaled)
 NB0529
 NB0529                          SUPERSEDED SURVEY CONTROL
 NB0529
 NB0529  NGVD 29 (??/??/92)  384.561  (m)         1261.68   (f) ADJ UNCH    2 0
 NB0529
 NB0529.Superseded values are not recommended for survey control.
 NB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0529.See file dsdata.txt to determine how the superseded data were derived.
 NB0529
 NB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN785100(NAD 83)
 NB0529_MARKER: DB = BENCH MARK DISK
 NB0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0529_STAMPING: B 55 1934
 NB0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0529+STABILITY: SURFACE MOTION
 NB0529
 NB0529  HISTORY     - Date     Condition        Report By
 NB0529  HISTORY     - 1934     MONUMENTED       CGS
 NB0529  HISTORY     - 1942     GOOD             NGS
 NB0529  HISTORY     - 1952     GOOD             USGS
 NB0529
 NB0529                          STATION DESCRIPTION
 NB0529
 NB0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0529'4.2 MI SW FROM PERKINSVILLE.
 NB0529'TO REACH FROM THE PITTSBURG, SHAWMUT, AND NORTHERN RAILROAD STATION
 NB0529'AT PERKINSVILLE--PROCEED 4.2 MILES SOUTHWEST ALONG THE RAILROAD TO
 NB0529'SITE OF BENCH MARK. BENCH MARK IS ABOUT 350.0 FEET SOUTHEAST OF A
 NB0529'LARGE YELLOW FRAME HOUSE KNOWN AS THE WHITE HORSE TAVERN, ABOUT 100.0
 NB0529'FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE STATION AT STONY
 NB0529'BROOK GLEN, AND 75.0 FEET SOUTHWEST OF A MACADAM ROAD CROSSING. IT
 NB0529'IS 11.5 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE SOUTH RAIL OF
 NB0529'TRACK, AND 3.0 WEST OF A 4X4 INCH MARKER POST.--MOUNMENT PROJECTS 0.5
 NB0529'FOOT. A STD. DISK SET IN THE TOP OF A CONCRETE POST.
 NB0529
 NB0529                          STATION RECOVERY (1952)
 NB0529
 NB0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 NB0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0536 ***********************************************************************
 NC0536  DESIGNATION -  B 56
 NC0536  PID         -  NC0536
 NC0536  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0536  USGS QUAD   -  DUNKIRK (1979)
 NC0536
 NC0536                         *CURRENT SURVEY CONTROL
 NC0536  ___________________________________________________________________
 NC0536* NAD 83(1986)-  42 28 00.     (N)    079 21 54.     (W)     SCALED    
 NC0536* NAVD 88     -       186.096  (meters)     610.55   (feet)  ADJUSTED  
 NC0536  ___________________________________________________________________
 NC0536  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0536  DYNAMIC HT  -         186.037 (meters)     610.36  (feet)  COMP
 NC0536  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 NC0536
 NC0536  VERT ORDER  -  FIRST     CLASS II
 NC0536
 NC0536.The horizontal coordinates were scaled from a topographic map and have
 NC0536.an estimated accuracy of +/- 6 seconds.
 NC0536
 NC0536.The orthometric height was determined by differential leveling
 NC0536.and adjusted by the National Geodetic Survey in November 1993..
 NC0536.WARNING-Repeat measurements at this control monument indicate possible
 NC0536.vertical movement.
 NC0536
 NC0536.The geoid height was determined by GEOID03.
 NC0536
 NC0536.The dynamic height is computed by dividing the NAVD 88
 NC0536.geopotential number by the normal gravity value computed on the
 NC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0536.degrees latitude (g = 980.6199 gals.).
 NC0536
 NC0536.The modeled gravity was interpolated from observed gravity values.
 NC0536
 NC0536;                    North         East    Units  Estimated Accuracy
 NC0536;SPC NY W     -   274,220.      285,720.      MT  (+/- 180 meters Scaled)
 NC0536
 NC0536                          SUPERSEDED SURVEY CONTROL
 NC0536
 NC0536  NAVD 88 (06/15/91)  186.101  (m)          610.57   (f) UNKNOWN     1 2
 NC0536  NGVD 29 (06/03/92)  186.242  (m)          611.03   (f) ADJUSTED    1 2
 NC0536
 NC0536.Superseded values are not recommended for survey control.
 NC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0536.See file dsdata.txt to determine how the superseded data were derived.
 NC0536
 NC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH344028(NAD 83)
 NC0536_MARKER: DB = BENCH MARK DISK
 NC0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0536_SP_SET: BRIDGE
 NC0536_STAMPING: B 56 1934
 NC0536_MARK LOGO: CGS   
 NC0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0536+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 NC0536
 NC0536  HISTORY     - Date     Condition        Report By
 NC0536  HISTORY     - 1934     MONUMENTED       CGS
 NC0536  HISTORY     - 1980     GOOD             LOCENG
 NC0536  HISTORY     - 1983     GOOD             NGS
 NC0536  HISTORY     - 19990418 GOOD             USPSQD
 NC0536  HISTORY     - 20020722 GOOD             INDIV
 NC0536  HISTORY     - 20060826 POOR             GEOCAC
 NC0536
 NC0536                          STATION DESCRIPTION
 NC0536
 NC0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0536'2.1 MI W FROM DUNKIRK.
 NC0536'2.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT
 NC0536'DUNKIRK, CHAUTAUQUA COUNTY, 18 RAILS WEST OF A GRADE CROSSING, AT
 NC0536'BRIDGE 178 OVER A SMALL STREAM, IN THE TOP STEP AT THE NORTH END OF
 NC0536'THE EAST CONCRETE ABUTMENT, 7.9 FEET NORTH OF THE NORTH RAIL, AND
 NC0536'ABOUT 2 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK,
 NC0536'STAMPED B 56 1934.
 NC0536
 NC0536                          STATION RECOVERY (1980)
 NC0536
 NC0536'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 NC0536'RECOVERED IN GOOD CONDITION.
 NC0536
 NC0536                          STATION RECOVERY (1983)
 NC0536
 NC0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0536'RECOVERED IN GOOD CONDITION.
 NC0536
 NC0536                          STATION RECOVERY (1999)
 NC0536
 NC0536'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0536'RECOVERED IN GOOD CONDITION.
 NC0536
 NC0536                          STATION RECOVERY (2002)
 NC0536
 NC0536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DLB)
 NC0536'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A METAL RAILING OVER THE DISK
 NC0536'WHICH IS PARTIALLY DEFACED. THE GRADE CROSSING MENTIONED IN THE
 NC0536'STATION DESCRIPTION TO THE EAST OF THE POINT IS TEMPLE ROAD.  DAN
 NC0536'BARRY
 NC0536
 NC0536                          STATION RECOVERY (2006)
 NC0536
 NC0536'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0536'ADD TO DESCRIPTION, THE MARK IS 18 RAILS WEST OF THE TEMPLE ROAD GRADE
 NC0536'CROSSING, AT BRIDGE 178 OVER A SMALL STREAM, IN THE TOP STEP AT THE
 NC0536'NORTH END OF THE EAST CONCRETE ABUTMENT, 17 FEET NORTH OF THE NORTH
 NC0536'RAIL. THE MARK IS IN POOR CONDITION AND HAS BEEN MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0294 ***********************************************************************
 LY0294  DESIGNATION -  B 57
 LY0294  PID         -  LY0294
 LY0294  STATE/COUNTY-  NY/ORANGE
 LY0294  USGS QUAD   -  CORNWALL (1981)
 LY0294
 LY0294                         *CURRENT SURVEY CONTROL
 LY0294  ___________________________________________________________________
 LY0294* NAD 83(1986)-  41 28 44.     (N)    074 03 47.     (W)     SCALED    
 LY0294* NAVD 88     -       108.205  (meters)     355.00   (feet)  ADJUSTED  
 LY0294  ___________________________________________________________________
 LY0294  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 LY0294  DYNAMIC HT  -         108.164 (meters)     354.87  (feet)  COMP
 LY0294  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 LY0294
 LY0294  VERT ORDER  -  SECOND    CLASS 0
 LY0294
 LY0294.The horizontal coordinates were scaled from a topographic map and have
 LY0294.an estimated accuracy of +/- 6 seconds.
 LY0294
 LY0294.The orthometric height was determined by differential leveling
 LY0294.and adjusted by the National Geodetic Survey in June 1991..
 LY0294
 LY0294.The geoid height was determined by GEOID03.
 LY0294
 LY0294.The dynamic height is computed by dividing the NAVD 88
 LY0294.geopotential number by the normal gravity value computed on the
 LY0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0294.degrees latitude (g = 980.6199 gals.).
 LY0294
 LY0294.The modeled gravity was interpolated from observed gravity values.
 LY0294
 LY0294;                    North         East    Units  Estimated Accuracy
 LY0294;SPC NY E     -   293,820.      186,490.      MT  (+/- 180 meters Scaled)
 LY0294
 LY0294                          SUPERSEDED SURVEY CONTROL
 LY0294
 LY0294  NGVD 29 (??/??/92)  108.478  (m)          355.90   (f) ADJ UNCH    2 0
 LY0294
 LY0294.Superseded values are not recommended for survey control.
 LY0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0294.See file dsdata.txt to determine how the superseded data were derived.
 LY0294
 LY0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL782923(NAD 83)
 LY0294_MARKER: DB = BENCH MARK DISK
 LY0294_SETTING: 80 = SET IN A BOULDER
 LY0294_SP_SET: BOULDER
 LY0294_STAMPING: B 57 1955
 LY0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0294+STABILITY: SURFACE MOTION
 LY0294
 LY0294  HISTORY     - Date     Condition        Report By
 LY0294  HISTORY     - 1955     MONUMENTED       CGS
 LY0294
 LY0294                          STATION DESCRIPTION
 LY0294
 LY0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LY0294'1.4 MI N FROM VAILS GATE JUNCTION.
 LY0294'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE ERIE
 LY0294'RAILROAD STATION AT VAILS GATE JUNCTION, ABOUT 0.6 MILE SOUTH OF
 LY0294'JUNCTION OF STATE HIGHWAY 207, ABOUT 0.1 MILE EAST-NORTHEAST AND
 LY0294'ACROSS HIGHWAY FROM RESIDENCE OF MR. K. SLOAN, LOCATED IN A
 LY0294'PASTURE AND SET IN THE TOP OF A PROMINENT BOULDER ABOUT 25 BY 18
 LY0294'FEET AND ABOUT 4 FEET HIGH, 214 FEET EAST-NORTHEAST OF CENTER
 LY0294'LINE OF HIGHWAY, 219 FEET NORTHEAST OF CENTER OF CROSSING OF
 LY0294'HIGHWAY AND A FARM ROAD, 12 FEET SOUTHWEST OF A STONE FENCE AND
 LY0294'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1508 ***********************************************************************
 LX1508  DESIGNATION -  B 58
 LX1508  PID         -  LX1508
 LX1508  STATE/COUNTY-  NY/DUTCHESS
 LX1508  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1508
 LX1508                         *CURRENT SURVEY CONTROL
 LX1508  ___________________________________________________________________
 LX1508* NAD 83(1986)-  41 43 01.     (N)    073 54 34.     (W)     SCALED    
 LX1508* NAVD 88     -        66.663  (meters)     218.71   (feet)  ADJUSTED  
 LX1508  ___________________________________________________________________
 LX1508  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LX1508  DYNAMIC HT  -          66.639 (meters)     218.63  (feet)  COMP
 LX1508  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LX1508
 LX1508  VERT ORDER  -  FIRST     CLASS II
 LX1508
 LX1508.The horizontal coordinates were scaled from a topographic map and have
 LX1508.an estimated accuracy of +/- 6 seconds.
 LX1508
 LX1508.The orthometric height was determined by differential leveling
 LX1508.and adjusted by the National Geodetic Survey in June 1991..
 LX1508
 LX1508.The geoid height was determined by GEOID03.
 LX1508
 LX1508.The dynamic height is computed by dividing the NAVD 88
 LX1508.geopotential number by the normal gravity value computed on the
 LX1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1508.degrees latitude (g = 980.6199 gals.).
 LX1508
 LX1508.The modeled gravity was interpolated from observed gravity values.
 LX1508
 LX1508;                    North         East    Units  Estimated Accuracy
 LX1508;SPC NY E     -   320,330.      199,140.      MT  (+/- 180 meters Scaled)
 LX1508
 LX1508                          SUPERSEDED SURVEY CONTROL
 LX1508
 LX1508  NGVD 29 (??/??/92)   66.93   (m)          219.6    (f) COMPUTED    1 2
 LX1508
 LX1508.Superseded values are not recommended for survey control.
 LX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1508.See file dsdata.txt to determine how the superseded data were derived.
 LX1508
 LX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM907189(NAD 83)
 LX1508_MARKER: DB = BENCH MARK DISK
 LX1508_SETTING: 66 = SET IN ROCK OUTCROP
 LX1508_SP_SET: ROCK CUT
 LX1508_STAMPING: B 58 1955
 LX1508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1508+STABILITY: POSITION/ELEVATION WELL
 LX1508
 LX1508  HISTORY     - Date     Condition        Report By
 LX1508  HISTORY     - 1955     MONUMENTED       CGS
 LX1508  HISTORY     - 1963     GOOD             NGS
 LX1508  HISTORY     - 1978     GOOD             NGS
 LX1508
 LX1508                          STATION DESCRIPTION
 LX1508
 LX1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1508'AT POUGHKEEPSIE.
 LX1508'AT POUGHKEEPSIE, ABOUT 1.1 MILES EAST ALONG THE NEW YORK, NEW
 LX1508'HAVEN AND HARTFORD RAILROAD FROM THE EAST END OF BRIDGE OVER
 LX1508'HUDSON RIVER AT POUGHKEEPSIE, ABOUT 0.15 MILE WEST OF FALL KILL
 LX1508'CREEK ROAD OVERPASS OVER THE TRACKS, SET VERTICALLY IN FACE OF
 LX1508'A ROCK CUT, 8 1/2 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 225
 LX1508'FEET WEST OF SOUTH END OF WEST ABUTMENT OF A 20-FOOT RAILROAD
 LX1508'BRIDGE OVER MORGAN LAKE, 9 1/2 FEET WEST OF EAST END OF ROCK CUT
 LX1508'AND 2 1/2 FEET ABOVE LEVEL OF TRACK.
 LX1508
 LX1508                          STATION RECOVERY (1963)
 LX1508
 LX1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1508'RECOVERED IN GOOD CONDITION.
 LX1508
 LX1508                          STATION RECOVERY (1978)
 LX1508
 LX1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0553 ***********************************************************************
 MZ0553  DESIGNATION -  B 59
 MZ0553  PID         -  MZ0553
 MZ0553  STATE/COUNTY-  NY/DUTCHESS
 MZ0553  USGS QUAD   -  SAUGERTIES (1978)
 MZ0553
 MZ0553                         *CURRENT SURVEY CONTROL
 MZ0553  ___________________________________________________________________
 MZ0553* NAD 83(1986)-  42 00 44.     (N)    073 55 37.     (W)     SCALED    
 MZ0553* NAVD 88     -         1.284  (meters)       4.21   (feet)  ADJUSTED  
 MZ0553  ___________________________________________________________________
 MZ0553  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MZ0553  DYNAMIC HT  -           1.284 (meters)       4.21  (feet)  COMP
 MZ0553  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 MZ0553
 MZ0553  VERT ORDER  -  FIRST     CLASS II
 MZ0553
 MZ0553.The horizontal coordinates were scaled from a topographic map and have
 MZ0553.an estimated accuracy of +/- 6 seconds.
 MZ0553
 MZ0553.The orthometric height was determined by differential leveling
 MZ0553.and adjusted by the National Geodetic Survey in June 1991..
 MZ0553
 MZ0553.The geoid height was determined by GEOID03.
 MZ0553
 MZ0553.The dynamic height is computed by dividing the NAVD 88
 MZ0553.geopotential number by the normal gravity value computed on the
 MZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0553.degrees latitude (g = 980.6199 gals.).
 MZ0553
 MZ0553.The modeled gravity was interpolated from observed gravity values.
 MZ0553
 MZ0553;                    North         East    Units  Estimated Accuracy
 MZ0553;SPC NY E     -   353,120.      197,460.      MT  (+/- 180 meters Scaled)
 MZ0553
 MZ0553                          SUPERSEDED SURVEY CONTROL
 MZ0553
 MZ0553  NGVD 29 (??/??/92)    1.52   (m)            5.0    (f) COMPUTED    1 2
 MZ0553
 MZ0553.Superseded values are not recommended for survey control.
 MZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0553.See file dsdata.txt to determine how the superseded data were derived.
 MZ0553
 MZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM888516(NAD 83)
 MZ0553_MARKER: DB = BENCH MARK DISK
 MZ0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0553_SP_SET: BRIDGE
 MZ0553_STAMPING: B 59 1955
 MZ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0553
 MZ0553  HISTORY     - Date     Condition        Report By
 MZ0553  HISTORY     - 1955     MONUMENTED       CGS
 MZ0553
 MZ0553                          STATION DESCRIPTION
 MZ0553
 MZ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0553'1.0 MI N FROM BARRYTOWN.
 MZ0553'ABOUT 1.0 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0553'STATION AT BARRYTOWN, ABOUT 0.3 MILE SOUTH OF MILE POST NY 96, IN THE
 MZ0553'TOP OF WEST END OF BRIDGE SEAT OF NORTH ABUTMENT OF A STEEL GIRDER
 MZ0553'RAILROAD BRIDGE, 13 1/2 FEET WEST OF WEST RAIL OF WEST TRACK, 1 FOOT
 MZ0553'EAST OF WEST END OF BRIDGE SEAT AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0828 ***********************************************************************
 NB0828  DESIGNATION -  B 6
 NB0828  PID         -  NB0828
 NB0828  STATE/COUNTY-  NY/YATES
 NB0828  USGS QUAD   -  PENN YAN (1976)
 NB0828
 NB0828                         *CURRENT SURVEY CONTROL
 NB0828  ___________________________________________________________________
 NB0828* NAD 83(1986)-  42 43 02.     (N)    077 03 58.     (W)     SCALED    
 NB0828* NAVD 88     -       333.320  (meters)    1093.57   (feet)  ADJUSTED  
 NB0828  ___________________________________________________________________
 NB0828  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NB0828  DYNAMIC HT  -         333.214 (meters)    1093.22  (feet)  COMP
 NB0828  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 NB0828
 NB0828  VERT ORDER  -  SECOND    CLASS 0
 NB0828
 NB0828.The horizontal coordinates were scaled from a topographic map and have
 NB0828.an estimated accuracy of +/- 6 seconds.
 NB0828
 NB0828.The orthometric height was determined by differential leveling
 NB0828.and adjusted by the National Geodetic Survey in June 1991..
 NB0828
 NB0828.The geoid height was determined by GEOID03.
 NB0828
 NB0828.The dynamic height is computed by dividing the NAVD 88
 NB0828.geopotential number by the normal gravity value computed on the
 NB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0828.degrees latitude (g = 980.6199 gals.).
 NB0828
 NB0828.The modeled gravity was interpolated from observed gravity values.
 NB0828
 NB0828;                    North         East    Units  Estimated Accuracy
 NB0828;SPC NY C     -   301,870.      210,460.      MT  (+/- 180 meters Scaled)
 NB0828
 NB0828                          SUPERSEDED SURVEY CONTROL
 NB0828
 NB0828  NGVD 29 (??/??/92)  333.463  (m)         1094.04   (f) ADJ UNCH    2 0
 NB0828
 NB0828.Superseded values are not recommended for survey control.
 NB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0828.See file dsdata.txt to determine how the superseded data were derived.
 NB0828
 NB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN308314(NAD 83)
 NB0828_MARKER: DB = BENCH MARK DISK
 NB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0828+STABILITY: SURFACE MOTION
 NB0828
 NB0828  HISTORY     - Date     Condition        Report By
 NB0828  HISTORY     - 1935     MONUMENTED       CGS
 NB0828  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NB0828  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0828  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0828
 NB0828                          STATION DESCRIPTION
 NB0828
 NB0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0828'AT BENTON.
 NB0828'IS LOCATED 48 FT. NORTH OF THE NORTHEAST CORNER OF THE SOLDIERS
 NB0828'MONUMENT. 37 FT. SOUTH OF EAST*WEST CENTER ROAD IN BENTON. 32 1/2 FT.
 NB0828'WEST OF CENTERLINE OF STATE HY. 14 A. ACROSS HIGHWAY FROM TOMION
 NB0828'BROS. GENERAL MERCHANDISE STORE. IN NORTHEAST CORNER OF THE METHODIST
 NB0828'CHURCH YARD. TABLET SET IN TOP OF CONCRETE POST LEVEL WITH GROUND.
 NB0828
 NB0828                          STATION RECOVERY (1984)
 NB0828
 NB0828'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB0828'MARK NOT FOUND.
 NB0828
 NB0828                          STATION RECOVERY (1994)
 NB0828
 NB0828'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0828'MARK NOT FOUND.
 NB0828
 NB0828                          STATION RECOVERY (2001)
 NB0828
 NB0828'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0828'PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI3115 ***********************************************************************
 AI3115  DESIGNATION -  B 6 63 L RESET
 AI3115  PID         -  AI3115
 AI3115  STATE/COUNTY-  NY/ERIE
 AI3115  USGS QUAD   -  BUFFALO SE (1965)
 AI3115
 AI3115                         *CURRENT SURVEY CONTROL
 AI3115  ___________________________________________________________________
 AI3115* NAD 83(1986)-  42 46 55.     (N)    078 46 42.     (W)     SCALED    
 AI3115* NAVD 88     -       224.90   (meters)     737.9    (feet)  RESET     
 AI3115  ___________________________________________________________________
 AI3115  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AI3115
 AI3115  VERT ORDER  -  THIRD
 AI3115
 AI3115.The horizontal coordinates were scaled from a topographic map and have
 AI3115.an estimated accuracy of +/- 6 seconds.
 AI3115
 AI3115.The orthometric height was computed from unverified reset data.
 AI3115.No vertical observational check was made to the station.
 AI3115
 AI3115.The geoid height was determined by GEOID03.
 AI3115
 AI3115;                    North         East    Units  Estimated Accuracy
 AI3115;SPC NY W     -   308,970.      334,040.      MT  (+/- 180 meters Scaled)
 AI3115
 AI3115                          SUPERSEDED SURVEY CONTROL
 AI3115
 AI3115.No superseded survey control is available for this station.
 AI3115
 AI3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH817389(NAD 83)
 AI3115_MARKER: DB = BENCH MARK DISK
 AI3115_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3115_SP_SET: OVERPASS ABUTMENT
 AI3115_STAMPING: B 6 63 L RESET 1999
 AI3115_MARK LOGO: USPSQD
 AI3115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3115
 AI3115  HISTORY     - Date     Condition        Report By
 AI3115  HISTORY     - 1999     MONUMENTED       USGS
 AI3115
 AI3115                          STATION DESCRIPTION
 AI3115
 AI3115'DESCRIBED BY US GEOLOGICAL SURVEY 1999 (KT)
 AI3115'2.3 MILE (3.7 KM) NORTHWEST FROM ORCHARD PARK.  ABOUT 2.3 MILES (3.7
 AI3115'KM) NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 AI3115'AT ORCHARD PARK, AT THE OVERPASS OVER U.S.  HIGHWAY 20, SET ON THE TOP
 AI3115'OF THE NORTHEAST END OF THE NORTHEAST CONCRETE BACK WALL FOR THE
 AI3115'NORTHEAST ABUTMENT OF THE OVERPASS, 7.8 FEET (2.4 M) NORTHEAST OF THE
 AI3115'NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK. RECOVERY NOTE BY US
 AI3115'POWER SQUADRON 1990.  RECOVERY IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0623 ***********************************************************************
 KU0623  DESIGNATION -  B 6 NC
 KU0623  PID         -  KU0623
 KU0623  STATE/COUNTY-  NY/NASSAU
 KU0623  USGS QUAD   -  AMITYVILLE (1979)
 KU0623
 KU0623                         *CURRENT SURVEY CONTROL
 KU0623  ___________________________________________________________________
 KU0623* NAD 83(1986)-  40 40 31.     (N)    073 29 39.     (W)     SCALED    
 KU0623* NAVD 88     -         4.347  (meters)      14.26   (feet)  ADJUSTED  
 KU0623  ___________________________________________________________________
 KU0623  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU0623  DYNAMIC HT  -           4.345 (meters)      14.26  (feet)  COMP
 KU0623  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 KU0623
 KU0623  VERT ORDER  -  SECOND    CLASS 0
 KU0623
 KU0623.The horizontal coordinates were scaled from a topographic map and have
 KU0623.an estimated accuracy of +/- 6 seconds.
 KU0623
 KU0623.The orthometric height was determined by differential leveling
 KU0623.and adjusted by the National Geodetic Survey in June 1991..
 KU0623
 KU0623.The geoid height was determined by GEOID03.
 KU0623
 KU0623.The dynamic height is computed by dividing the NAVD 88
 KU0623.geopotential number by the normal gravity value computed on the
 KU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0623.degrees latitude (g = 980.6199 gals.).
 KU0623
 KU0623.The modeled gravity was interpolated from observed gravity values.
 KU0623
 KU0623;                    North         East    Units  Estimated Accuracy
 KU0623;SPC NY L     -    56,600.      342,770.      MT  (+/- 180 meters Scaled)
 KU0623
 KU0623                          SUPERSEDED SURVEY CONTROL
 KU0623
 KU0623  NGVD 29 (??/??/92)    4.707  (m)           15.44   (f) ADJ UNCH    2 0
 KU0623
 KU0623.Superseded values are not recommended for survey control.
 KU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0623.See file dsdata.txt to determine how the superseded data were derived.
 KU0623
 KU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL272038(NAD 83)
 KU0623_MARKER: Z = SEE DESCRIPTION
 KU0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0623_SP_SET: CATCH BASIN
 KU0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0623
 KU0623  HISTORY     - Date     Condition        Report By
 KU0623  HISTORY     - UNK      MONUMENTED       NY-059
 KU0623  HISTORY     - 1932     GOOD             NGS
 KU0623  HISTORY     - 1956     GOOD             NGS
 KU0623  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0623
 KU0623                          STATION DESCRIPTION
 KU0623
 KU0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0623'0.8 MI E FROM WANTAGH.
 KU0623'0.8 MILE EAST ALONG SUNRISE HIGHWAY (STATE HIGHWAY 27) FROM THE
 KU0623'INTERSECTION OF WANTAGH AVENUE AT WANTAGH, NASSAU COUNTY,
 KU0623'AT THE INTERSECTION OF SEAMAN NECK ROAD, 80 FEET NORTHWEST OF
 KU0623'THE CENTER OF THE INTERSECTION, ABOUT ONE-HALF BLOCK SOUTH OF
 KU0623'THE CROSSING OF THE LONG ISLAND RAILROAD AND SEAMAN NECK ROAD,
 KU0623'IN A SLIGHT HOLLOW, 24 FEET NORTHEAST OF AN ELECTRIC-LIGHT
 KU0623'POLE, 7 FEET NORTHEAST OF A MANHOLE PROJECTING 1.3 FEET ABOVE THE
 KU0623'GROUND, IN LINE WITH THE ELECTRIC-LIGHT POLE AND THE ELEVATED
 KU0623'MANHOLE, 18 FEET NORTH-NORTHEAST OF A CONCRETE ROAD SIGN, ON THE
 KU0623'NORTHWEST CORNER OF AN IRON CATCH BASIN GRATING FRAME, AND ABOUT
 KU0623'1-1/2 FEET LOWER THAN THE HIGHWAY.  AN UNMARKED POINT.  NOTE-- IT
 KU0623'WAS REPORTED IN NOVEMBER 1956 THAT THE AREA IS NOW GROWN OVER
 KU0623'WITH WEEDS AND SOME CLEARING WILL BE NECESSARY IN ORDER TO
 KU0623'USE THE MARK.
 KU0623
 KU0623                          STATION RECOVERY (1956)
 KU0623
 KU0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0623'RECOVERED IN GOOD CONDITION.
 KU0623
 KU0623                          STATION RECOVERY (1985)
 KU0623
 KU0623'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0597 ***********************************************************************
 MZ0597  DESIGNATION -  B 60
 MZ0597  PID         -  MZ0597
 MZ0597  STATE/COUNTY-  NY/COLUMBIA
 MZ0597  USGS QUAD   -  CEMENTON (1980)
 MZ0597
 MZ0597                         *CURRENT SURVEY CONTROL
 MZ0597  ___________________________________________________________________
 MZ0597* NAD 83(1986)-  42 10 06.     (N)    073 52 30.     (W)     SCALED    
 MZ0597* NAVD 88     -         4.382  (meters)      14.38   (feet)  ADJUSTED  
 MZ0597  ___________________________________________________________________
 MZ0597  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0597  DYNAMIC HT  -           4.380 (meters)      14.37  (feet)  COMP
 MZ0597  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 MZ0597
 MZ0597  VERT ORDER  -  FIRST     CLASS II
 MZ0597
 MZ0597.The horizontal coordinates were scaled from a topographic map and have
 MZ0597.an estimated accuracy of +/- 6 seconds.
 MZ0597
 MZ0597.The orthometric height was determined by differential leveling
 MZ0597.and adjusted by the National Geodetic Survey in June 1991..
 MZ0597
 MZ0597.The geoid height was determined by GEOID03.
 MZ0597
 MZ0597.The dynamic height is computed by dividing the NAVD 88
 MZ0597.geopotential number by the normal gravity value computed on the
 MZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0597.degrees latitude (g = 980.6199 gals.).
 MZ0597
 MZ0597.The modeled gravity was interpolated from observed gravity values.
 MZ0597
 MZ0597;                    North         East    Units  Estimated Accuracy
 MZ0597;SPC NY E     -   370,490.      201,640.      MT  (+/- 180 meters Scaled)
 MZ0597
 MZ0597                          SUPERSEDED SURVEY CONTROL
 MZ0597
 MZ0597  NGVD 29 (??/??/92)    4.616  (m)           15.14   (f) ADJ UNCH    1 2
 MZ0597
 MZ0597.Superseded values are not recommended for survey control.
 MZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0597.See file dsdata.txt to determine how the superseded data were derived.
 MZ0597
 MZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM929690(NAD 83)
 MZ0597_MARKER: DB = BENCH MARK DISK
 MZ0597_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0597_SP_SET: ROCK CUT
 MZ0597_STAMPING: B 60 1955
 MZ0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0597+STABILITY: POSITION/ELEVATION WELL
 MZ0597
 MZ0597  HISTORY     - Date     Condition        Report By
 MZ0597  HISTORY     - 1955     MONUMENTED       CGS
 MZ0597
 MZ0597                          STATION DESCRIPTION
 MZ0597
 MZ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0597'2.6 MI N FROM GERMANTOWN.
 MZ0597'ABOUT 2.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0597'STATION AT GERMANTOWN, ABOUT 0.85 MILE NORTH OF FLAG STATION AND ROAD
 MZ0597'CROSSING AT NORTH GERMANTOWN, SET VERTICALLY IN FACE OF A DEEP ROCK
 MZ0597'CUT, 9 FEET EAST OF EAST RAIL OF EAST TRACK, 124 FEET NORTH OF MILE
 MZ0597'POST NY 107, 23 FEET NORTH OF TELEPHONE POLE NO. 107/2, AND ABOUT 3
 MZ0597'1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0959 ***********************************************************************
 KU0959  DESIGNATION -  B 61
 KU0959  PID         -  KU0959
 KU0959  STATE/COUNTY-  NY/WESTCHESTER
 KU0959  USGS QUAD   -  YONKERS (1979)
 KU0959
 KU0959                         *CURRENT SURVEY CONTROL
 KU0959  ___________________________________________________________________
 KU0959* NAD 83(1986)-  40 57 01.     (N)    073 53 55.     (W)     SCALED    
 KU0959* NAVD 88     -         2.908  (meters)       9.54   (feet)  ADJUSTED  
 KU0959  ___________________________________________________________________
 KU0959  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU0959  DYNAMIC HT  -           2.906 (meters)       9.53  (feet)  COMP
 KU0959  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 KU0959
 KU0959  VERT ORDER  -  FIRST     CLASS II
 KU0959
 KU0959.The horizontal coordinates were scaled from a topographic map and have
 KU0959.an estimated accuracy of +/- 6 seconds.
 KU0959
 KU0959.The orthometric height was determined by differential leveling
 KU0959.and adjusted by the National Geodetic Survey in June 1991..
 KU0959
 KU0959.The geoid height was determined by GEOID03.
 KU0959
 KU0959.The dynamic height is computed by dividing the NAVD 88
 KU0959.geopotential number by the normal gravity value computed on the
 KU0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0959.degrees latitude (g = 980.6199 gals.).
 KU0959
 KU0959.The modeled gravity was interpolated from observed gravity values.
 KU0959
 KU0959;                    North         East    Units  Estimated Accuracy
 KU0959;SPC NY E     -   235,200.      200,630.      MT  (+/- 180 meters Scaled)
 KU0959
 KU0959                          SUPERSEDED SURVEY CONTROL
 KU0959
 KU0959  NGVD 29 (??/??/92)    3.213  (m)           10.54   (f) ADJ UNCH    1 2
 KU0959
 KU0959.Superseded values are not recommended for survey control.
 KU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0959.See file dsdata.txt to determine how the superseded data were derived.
 KU0959
 KU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL926338(NAD 83)
 KU0959_MARKER: DB = BENCH MARK DISK
 KU0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0959_SP_SET: PIER BASE
 KU0959_STAMPING: B 61 1955
 KU0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0959
 KU0959  HISTORY     - Date     Condition        Report By
 KU0959  HISTORY     - 1955     MONUMENTED       CGS
 KU0959  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU0959
 KU0959                          STATION DESCRIPTION
 KU0959
 KU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KU0959'1.1 MI NE FROM YONKERS.
 KU0959'ABOUT 1.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KU0959'FROM THE STATION AT YONKERS, AT GLENWOOD, ABOUT 27 YARDS NORTH OF
 KU0959'POWER TRANSMISSION TOWER NO. 362, 54 YARDS SOUTH OF SOUTHEAST
 KU0959'CORNER OF ELECTRIC POWER PLANT, IN THE TOP OF THE SOUTHWEST CORNER
 KU0959'OF CONCRETE BASE OF STEEL PIER UNDER THE WEST END OF A FOOT BRIDGE
 KU0959'WHICH LEADS FROM RAILROAD STATION OVER THE TRACKS, 4.8 FEET
 KU0959'WEST OF WEST RAIL, 10 FEET EAST OF EAST RAIL OF A SIDING TO
 KU0959'GLENWOOD POWER PLANT, AND ABOUT LEVEL WITH TRACKS.
 KU0959
 KU0959                          STATION RECOVERY (1989)
 KU0959
 KU0959'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 KU0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1045 ***********************************************************************
 LX1045  DESIGNATION -  B 62
 LX1045  PID         -  LX1045
 LX1045  STATE/COUNTY-  NY/WESTCHESTER
 LX1045  USGS QUAD   -  OSSINING (1979)
 LX1045
 LX1045                         *CURRENT SURVEY CONTROL
 LX1045  ___________________________________________________________________
 LX1045* NAD 83(1986)-  41 13 04.     (N)    073 52 01.     (W)     SCALED    
 LX1045* NAVD 88     -        17.009  (meters)      55.80   (feet)  ADJUSTED  
 LX1045  ___________________________________________________________________
 LX1045  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LX1045  DYNAMIC HT  -          17.002 (meters)      55.78  (feet)  COMP
 LX1045  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 LX1045
 LX1045  VERT ORDER  -  FIRST     CLASS II
 LX1045
 LX1045.The horizontal coordinates were scaled from a topographic map and have
 LX1045.an estimated accuracy of +/- 6 seconds.
 LX1045
 LX1045.The orthometric height was determined by differential leveling
 LX1045.and adjusted by the National Geodetic Survey in June 1991..
 LX1045
 LX1045.The geoid height was determined by GEOID03.
 LX1045
 LX1045.The dynamic height is computed by dividing the NAVD 88
 LX1045.geopotential number by the normal gravity value computed on the
 LX1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1045.degrees latitude (g = 980.6199 gals.).
 LX1045
 LX1045.The modeled gravity was interpolated from observed gravity values.
 LX1045
 LX1045;                    North         East    Units  Estimated Accuracy
 LX1045;SPC NY E     -   264,920.      203,080.      MT  (+/- 180 meters Scaled)
 LX1045
 LX1045                          SUPERSEDED SURVEY CONTROL
 LX1045
 LX1045  NGVD 29 (??/??/92)   17.311  (m)           56.79   (f) ADJ UNCH    1 2
 LX1045
 LX1045.Superseded values are not recommended for survey control.
 LX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1045.See file dsdata.txt to determine how the superseded data were derived.
 LX1045
 LX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL949635(NAD 83)
 LX1045_MARKER: DB = BENCH MARK DISK
 LX1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1045_SP_SET: CULVERT
 LX1045_STAMPING: B 62 1955
 LX1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1045
 LX1045  HISTORY     - Date     Condition        Report By
 LX1045  HISTORY     - 1955     MONUMENTED       CGS
 LX1045
 LX1045                          STATION DESCRIPTION
 LX1045
 LX1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1045'2.2 MI NE FROM CROTON-ON-HUDSON.
 LX1045'0.6 MILE SOUTH ALONG U.S. HIGHWAY 9 (RIVERSIDE AVENUE) FROM THE
 LX1045'POST OFFICE AT CROTON-ON HUDSON, ABOUT 1.65 MILES NORTHEAST ALONG
 LX1045'MAPLE STREET AND YORKTOWN ROAD (STATE HIGHWAY 129), ABOUT 0.85
 LX1045'MILE SOUTHWEST OF JUNCTION OF CROTON DAM ROAD LEADING EAST, ABOUT
 LX1045'10 YARDS SOUTHWEST OF THE BOTTOM OF A GRADE, ABOUT 43 YARDS
 LX1045'NORTHEAST OF JUNCTION OF A DRIVE SOUTHEAST TO A HOUSE, ABOUT 140
 LX1045'YARDS NORTHEAST OF JUNCTION OF A BLACK TOP ROAD SOUTH, IN THE TOP
 LX1045'OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF A 2 1/2-FOOT
 LX1045'CONCRETE BOX CULVERT UNDER HIGHWAY, 15 1/2 FEET NORTHWEST OF
 LX1045'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0810 ***********************************************************************
 OD0810  DESIGNATION -  B 63
 OD0810  PID         -  OD0810
 OD0810  STATE/COUNTY-  NY/SARATOGA
 OD0810  USGS QUAD   -  GANSEVOORT (1968)
 OD0810
 OD0810                         *CURRENT SURVEY CONTROL
 OD0810  ___________________________________________________________________
 OD0810* NAD 83(1986)-  43 10 01.     (N)    073 41 11.     (W)     SCALED    
 OD0810* NAVD 88     -        91.826  (meters)     301.27   (feet)  ADJUSTED  
 OD0810  ___________________________________________________________________
 OD0810  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 OD0810  DYNAMIC HT  -          91.805 (meters)     301.20  (feet)  COMP
 OD0810  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 OD0810
 OD0810  VERT ORDER  -  FIRST     CLASS I
 OD0810
 OD0810.The horizontal coordinates were scaled from a topographic map and have
 OD0810.an estimated accuracy of +/- 6 seconds.
 OD0810
 OD0810.The orthometric height was determined by differential leveling
 OD0810.and adjusted by the National Geodetic Survey in June 1991..
 OD0810
 OD0810.The geoid height was determined by GEOID03.
 OD0810
 OD0810.The dynamic height is computed by dividing the NAVD 88
 OD0810.geopotential number by the normal gravity value computed on the
 OD0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0810.degrees latitude (g = 980.6199 gals.).
 OD0810
 OD0810.The modeled gravity was interpolated from observed gravity values.
 OD0810
 OD0810;                    North         East    Units  Estimated Accuracy
 OD0810;SPC NY E     -   481,540.      216,160.      MT  (+/- 180 meters Scaled)
 OD0810
 OD0810                          SUPERSEDED SURVEY CONTROL
 OD0810
 OD0810.No superseded survey control is available for this station.
 OD0810
 OD0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN067801(NAD 83)
 OD0810_MARKER: DB = BENCH MARK DISK
 OD0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0810_STAMPING: B 63 1955
 OD0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0810+STABILITY: SURFACE MOTION
 OD0810
 OD0810  HISTORY     - Date     Condition        Report By
 OD0810  HISTORY     - 1955     MONUMENTED       CGS
 OD0810  HISTORY     - 1973     GOOD             NGS
 OD0810  HISTORY     - 20030829 POOR             USPSQD
 OD0810
 OD0810                          STATION DESCRIPTION
 OD0810
 OD0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0810'2.70 MI SW FROM GANSEVOORT.
 OD0810'ABOUT 2.70 MILES SOUTHWEST ALONG THE DELAWAARE AND HUDSON RAILROAD
 OD0810'FROM THE CROSSING OF STATE HIGHWAY 32 AT GANSEVOORT, AT THE CROSSING
 OD0810'OF PETTIS ROAD, ABOUT 0.45 MILE NORTHEAST OF MILEPOST A46-RP 145, 80.7
 OD0810'FEET NORTHWEST OF THE NORTHWEST RAIL, 94.3 FEET WEST OF THE CENTER
 OD0810'LINE OF THE CROSSING, 22.7 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OD0810'1 FOOT ABOVE THE RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OD0810'FOOT.
 OD0810
 OD0810                          STATION RECOVERY (2003)
 OD0810
 OD0810'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0810'TIPPED ABOUT 20 DEGREES TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0682 ***********************************************************************
 MZ0682  DESIGNATION -  B 64
 MZ0682  PID         -  MZ0682
 MZ0682  STATE/COUNTY-  NY/COLUMBIA
 MZ0682  USGS QUAD   -  RAVENA (1980)
 MZ0682
 MZ0682                         *CURRENT SURVEY CONTROL
 MZ0682  ___________________________________________________________________
 MZ0682* NAD 83(1986)-  42 27 55.     (N)    073 46 19.     (W)     SCALED    
 MZ0682* NAVD 88     -         3.290  (meters)      10.79   (feet)  ADJUSTED  
 MZ0682  ___________________________________________________________________
 MZ0682  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ0682  DYNAMIC HT  -           3.289 (meters)      10.79  (feet)  COMP
 MZ0682  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 MZ0682
 MZ0682  VERT ORDER  -  FIRST     CLASS II
 MZ0682
 MZ0682.The horizontal coordinates were scaled from a topographic map and have
 MZ0682.an estimated accuracy of +/- 6 seconds.
 MZ0682
 MZ0682.The orthometric height was determined by differential leveling
 MZ0682.and adjusted by the National Geodetic Survey in June 1991..
 MZ0682
 MZ0682.The geoid height was determined by GEOID03.
 MZ0682
 MZ0682.The dynamic height is computed by dividing the NAVD 88
 MZ0682.geopotential number by the normal gravity value computed on the
 MZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0682.degrees latitude (g = 980.6199 gals.).
 MZ0682
 MZ0682.The modeled gravity was interpolated from observed gravity values.
 MZ0682
 MZ0682;                    North         East    Units  Estimated Accuracy
 MZ0682;SPC NY E     -   403,530.      209,870.      MT  (+/- 180 meters Scaled)
 MZ0682
 MZ0682                          SUPERSEDED SURVEY CONTROL
 MZ0682
 MZ0682  NGVD 29 (??/??/92)    3.524  (m)           11.56   (f) ADJ UNCH    1 2
 MZ0682
 MZ0682.Superseded values are not recommended for survey control.
 MZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0682.See file dsdata.txt to determine how the superseded data were derived.
 MZ0682
 MZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN009021(NAD 83)
 MZ0682_MARKER: DB = BENCH MARK DISK
 MZ0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0682_SP_SET: CULVERT
 MZ0682_STAMPING: B 64 1955
 MZ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0682
 MZ0682  HISTORY     - Date     Condition        Report By
 MZ0682  HISTORY     - 1955     MONUMENTED       CGS
 MZ0682
 MZ0682                          STATION DESCRIPTION
 MZ0682
 MZ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0682'0.7 MI S FROM SCHODACK LANDING.
 MZ0682'ABOUT 0.7 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0682'STATION AT SCHODACK LANDING, NEAR THE COLUMBIA-RENSSELAER COUNTY LINE,
 MZ0682'ABOUT 0.35 MILE SOUTH OF MILE POST NY 130, IN THE TOP OF NORTH END OF
 MZ0682'EAST HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT UNDER TRACKS, 7 1/2
 MZ0682'FEET EAST OF EAST RAIL OF EAST TRACK, 52 FEET SOUTH OF TELEPHONE POLE
 MZ0682'NO. 129/35, 1 FOOT SOUTH OF NORTH END OF HEAD WALL AND ABOUT 1 1/2
 MZ0682'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0789 ***********************************************************************
 MZ0789  DESIGNATION -  B 65
 MZ0789  PID         -  MZ0789
 MZ0789  STATE/COUNTY-  NY/ALBANY
 MZ0789  USGS QUAD   -  TROY NORTH (1980)
 MZ0789
 MZ0789                         *CURRENT SURVEY CONTROL
 MZ0789  ___________________________________________________________________
 MZ0789* NAD 83(1986)-  42 46 59.     (N)    073 40 48.     (W)     SCALED    
 MZ0789* NAVD 88     -         8.816  (meters)      28.92   (feet)  ADJUSTED  
 MZ0789  ___________________________________________________________________
 MZ0789  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ0789  DYNAMIC HT  -           8.814 (meters)      28.92  (feet)  COMP
 MZ0789  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 MZ0789
 MZ0789  VERT ORDER  -  FIRST     CLASS I
 MZ0789
 MZ0789.The horizontal coordinates were scaled from a topographic map and have
 MZ0789.an estimated accuracy of +/- 6 seconds.
 MZ0789
 MZ0789.The orthometric height was determined by differential leveling
 MZ0789.and adjusted by the National Geodetic Survey in June 1991..
 MZ0789
 MZ0789.The geoid height was determined by GEOID03.
 MZ0789
 MZ0789.The dynamic height is computed by dividing the NAVD 88
 MZ0789.geopotential number by the normal gravity value computed on the
 MZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0789.degrees latitude (g = 980.6199 gals.).
 MZ0789
 MZ0789.The modeled gravity was interpolated from observed gravity values.
 MZ0789
 MZ0789;                    North         East    Units  Estimated Accuracy
 MZ0789;SPC NY E     -   438,900.      217,090.      MT  (+/- 180 meters Scaled)
 MZ0789
 MZ0789                          SUPERSEDED SURVEY CONTROL
 MZ0789
 MZ0789  NGVD 29 (??/??/92)    9.04   (m)           29.7    (f) COMPUTED    1 1
 MZ0789
 MZ0789.Superseded values are not recommended for survey control.
 MZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0789.See file dsdata.txt to determine how the superseded data were derived.
 MZ0789
 MZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN079375(NAD 83)
 MZ0789_MARKER: DB = BENCH MARK DISK
 MZ0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0789_SP_SET: BRIDGE
 MZ0789_STAMPING: B 65 1955
 MZ0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0789
 MZ0789  HISTORY     - Date     Condition        Report By
 MZ0789  HISTORY     - 1955     MONUMENTED       CGS
 MZ0789  HISTORY     - 1974     GOOD             NGS
 MZ0789  HISTORY     - 19981029 MARK NOT FOUND   USPSQD
 MZ0789  HISTORY     - 20040526 POOR             NGS
 MZ0789
 MZ0789                          STATION DESCRIPTION
 MZ0789
 MZ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0789'0.8 MI S FROM WATERFORD.
 MZ0789'0.8 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE FREIGHT
 MZ0789'STATION AT WATERFORD, ON VAN SCHNICK ISLAND, 0.1 MILE SOUTH OF
 MZ0789'MILEPOST RP 181-T4, IN THE TOP OF THE WEST END OF BRIDGE SEAT OVER THE
 MZ0789'SOUTH ABUTMENT OF A BRIDGE OVER MOHAWK RIVER, THE BRIDGE IS BETWEEN
 MZ0789'VAN SCHNICK AND PEOBLEN ISLANDS, 7.5 FEET WEST OF THE WEST RAIL, AND
 MZ0789'ABOUT 5 1/2 FEET LOWER THAN THE TRACK.
 MZ0789
 MZ0789                          STATION RECOVERY (1998)
 MZ0789
 MZ0789'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0789'MARK NOT FOUND.
 MZ0789
 MZ0789                          STATION RECOVERY (2004)
 MZ0789
 MZ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DB)
 MZ0789'THIS REPORT WAS SUBMITTED BY ALBERT GRANDIN.  THE DISK IS MISSING BUT
 MZ0789'THE SHAFT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0833 ***********************************************************************
 MZ0833  DESIGNATION -  B 66
 MZ0833  PID         -  MZ0833
 MZ0833  STATE/COUNTY-  NY/SARATOGA
 MZ0833  USGS QUAD   -  MECHANICVILLE (1980)
 MZ0833
 MZ0833                         *CURRENT SURVEY CONTROL
 MZ0833  ___________________________________________________________________
 MZ0833* NAD 83(1986)-  42 59 26.     (N)    073 42 08.     (W)     SCALED    
 MZ0833* NAVD 88     -       110.091  (meters)     361.19   (feet)  ADJUSTED  
 MZ0833  ___________________________________________________________________
 MZ0833  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 MZ0833  DYNAMIC HT  -         110.062 (meters)     361.10  (feet)  COMP
 MZ0833  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 MZ0833
 MZ0833  VERT ORDER  -  FIRST     CLASS I
 MZ0833
 MZ0833.The horizontal coordinates were scaled from a topographic map and have
 MZ0833.an estimated accuracy of +/- 6 seconds.
 MZ0833
 MZ0833.The orthometric height was determined by differential leveling
 MZ0833.and adjusted by the National Geodetic Survey in June 1991..
 MZ0833
 MZ0833.The geoid height was determined by GEOID03.
 MZ0833
 MZ0833.The dynamic height is computed by dividing the NAVD 88
 MZ0833.geopotential number by the normal gravity value computed on the
 MZ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0833.degrees latitude (g = 980.6199 gals.).
 MZ0833
 MZ0833.The modeled gravity was interpolated from observed gravity values.
 MZ0833
 MZ0833;                    North         East    Units  Estimated Accuracy
 MZ0833;SPC NY E     -   461,930.      215,060.      MT  (+/- 180 meters Scaled)
 MZ0833
 MZ0833                          SUPERSEDED SURVEY CONTROL
 MZ0833
 MZ0833.No superseded survey control is available for this station.
 MZ0833
 MZ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN057605(NAD 83)
 MZ0833_MARKER: DB = BENCH MARK DISK
 MZ0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0833_SP_SET: CULVERT
 MZ0833_STAMPING: B 66 1955
 MZ0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0833
 MZ0833  HISTORY     - Date     Condition        Report By
 MZ0833  HISTORY     - 1955     MONUMENTED       CGS
 MZ0833  HISTORY     - 1974     GOOD             NGS
 MZ0833  HISTORY     - 20010627 MARK NOT FOUND   USPSQD
 MZ0833  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 MZ0833  HISTORY     - 20030707 MARK NOT FOUND   USPSQD
 MZ0833  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 MZ0833  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 MZ0833
 MZ0833                          STATION DESCRIPTION
 MZ0833
 MZ0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0833'3.0 MI SE FROM MAPLE SHADE.
 MZ0833'1.45 MILES SOUTHEAST ALONG PUTMAN ROAD FROM THE JUNCTION OF STATE
 MZ0833'HIGHWAY 9P AT MAPLE SHADE, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD 72,
 MZ0833'THENCE 0.65 MILE EAST ALONG STATE HIGHWAY 423, SET IN TOP OF THE
 MZ0833'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 4-FOOT BOX
 MZ0833'CULVERT UNDER THE HIGHWAY, 18.5 FEET SOUTHWEST OF THE CENTER LINE OF
 MZ0833'THE HIGHWAY, 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL
 MZ0833'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MZ0833
 MZ0833                          STATION RECOVERY (2001)
 MZ0833
 MZ0833'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ0833'HEADWALL AND CULVERT REMOVED.  FOUR FOOT CORRUGATED PIPE NOW INSTALLED
 MZ0833'UNDER ROAD.
 MZ0833
 MZ0833                          STATION RECOVERY (2002)
 MZ0833
 MZ0833'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ0833'MARK NOT FOUND.
 MZ0833
 MZ0833                          STATION RECOVERY (2003)
 MZ0833
 MZ0833'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0833'MARK NOT FOUND.
 MZ0833
 MZ0833                          STATION RECOVERY (2004)
 MZ0833
 MZ0833'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0833'MARK NOT FOUND.
 MZ0833
 MZ0833                          STATION RECOVERY (2005)
 MZ0833
 MZ0833'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0482 ***********************************************************************
 KV0482  DESIGNATION -  B 66 33 USE
 KV0482  PID         -  KV0482
 KV0482  STATE/COUNTY-  NY/RICHMOND
 KV0482  USGS QUAD   -  THE NARROWS (1981)
 KV0482
 KV0482                         *CURRENT SURVEY CONTROL
 KV0482  ___________________________________________________________________
 KV0482* NAD 83(1986)-  40 35 57.     (N)    074 06 52.     (W)     SCALED    
 KV0482* NAVD 88     -       116.479  (meters)     382.15   (feet)  ADJUSTED  
 KV0482  ___________________________________________________________________
 KV0482  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0482  DYNAMIC HT  -         116.433 (meters)     382.00  (feet)  COMP
 KV0482  MODELED GRAV-     980,231.5   (mgal)                       NAVD 88
 KV0482
 KV0482  VERT ORDER  -  FIRST     CLASS II
 KV0482
 KV0482.The horizontal coordinates were scaled from a topographic map and have
 KV0482.an estimated accuracy of +/- 6 seconds.
 KV0482
 KV0482.The orthometric height was determined by differential leveling
 KV0482.and adjusted by the National Geodetic Survey in June 1991..
 KV0482
 KV0482.The geoid height was determined by GEOID03.
 KV0482
 KV0482.The dynamic height is computed by dividing the NAVD 88
 KV0482.geopotential number by the normal gravity value computed on the
 KV0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0482.degrees latitude (g = 980.6199 gals.).
 KV0482
 KV0482.The modeled gravity was interpolated from observed gravity values.
 KV0482
 KV0482;                    North         East    Units  Estimated Accuracy
 KV0482;SPC NY L     -    48,030.      290,310.      MT  (+/- 180 meters Scaled)
 KV0482
 KV0482                          SUPERSEDED SURVEY CONTROL
 KV0482
 KV0482  NGVD 29 (04/16/92)  116.810  (m)          383.23   (f) ADJUSTED    1 2
 KV0482
 KV0482.Superseded values are not recommended for survey control.
 KV0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0482.See file dsdata.txt to determine how the superseded data were derived.
 KV0482
 KV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK749946(NAD 83)
 KV0482_MARKER: DD = SURVEY DISK
 KV0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0482_SP_SET: STEP
 KV0482_STAMPING: MCS 2 BMB E 383 33
 KV0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0482+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2001
 KV0482
 KV0482  HISTORY     - Date     Condition        Report By
 KV0482  HISTORY     - 1952     MONUMENTED       DOD
 KV0482  HISTORY     - 1952     GOOD             CGS
 KV0482  HISTORY     - 20011220 GOOD             INDIV
 KV0482
 KV0482                          STATION DESCRIPTION
 KV0482
 KV0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0482'AT STATEN ISLAND.
 KV0482'ON STATEN ISLAND, AT CASTLETON CORNER, ABOUT 0.25 MILE SOUTH
 KV0482'ALONG TODT HILL ROAD FROM ITS INTERSECTION WITH OCEAN TERRACE,
 KV0482'ABOUT 0.1 MILE WEST OF TODT HILL ROAD, IN THE TOP OF THE WEST
 KV0482'END OF THE CENTER OF THREE STEPS OF MAIN ENTRANCE TO ST. FRANCIS
 KV0482'SEMINARY, 1/2 FOOT EAST OF WEST END OF STEP AND ABOUT 1 FOOT
 KV0482'ABOVE PAVED PARKING AREA.
 KV0482
 KV0482                          STATION RECOVERY (2001)
 KV0482
 KV0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MWK)
 KV0482'RECOVERED AS DESCRIBED. ARMY CORPS OF ENGINEERS MAP CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0882 ***********************************************************************
 OD0882  DESIGNATION -  B 67
 OD0882  PID         -  OD0882
 OD0882  STATE/COUNTY-  NY/WASHINGTON
 OD0882  USGS QUAD   -  HUDSON FALLS (1966)
 OD0882
 OD0882                         *CURRENT SURVEY CONTROL
 OD0882  ___________________________________________________________________
 OD0882* NAD 83(1986)-  43 17 59.     (N)    073 35 07.     (W)     SCALED    
 OD0882* NAVD 88     -        89.336  (meters)     293.10   (feet)  ADJUSTED  
 OD0882  ___________________________________________________________________
 OD0882  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OD0882  DYNAMIC HT  -          89.317 (meters)     293.03  (feet)  COMP
 OD0882  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 OD0882  OBS GRAVITY -     980,399.0   (mgal)                       GRAV_OBS
 OD0882
 OD0882  VERT ORDER  -  FIRST     CLASS I
 OD0882
 OD0882.The horizontal coordinates were scaled from a topographic map and have
 OD0882.an estimated accuracy of +/- 6 seconds.
 OD0882
 OD0882.The orthometric height was determined by differential leveling
 OD0882.and adjusted by the National Geodetic Survey in June 1991..
 OD0882
 OD0882.The geoid height was determined by GEOID03.
 OD0882
 OD0882.The dynamic height is computed by dividing the NAVD 88
 OD0882.geopotential number by the normal gravity value computed on the
 OD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0882.degrees latitude (g = 980.6199 gals.).
 OD0882
 OD0882.The modeled gravity was interpolated from observed gravity values.
 OD0882.The observed gravity was obtained from relative gravimeter ties
 OD0882.to the IGSN71 gravity network.
 OD0882
 OD0882;                    North         East    Units  Estimated Accuracy
 OD0882;SPC NY E     -   496,370.      224,220.      MT  (+/- 180 meters Scaled)
 OD0882
 OD0882                          SUPERSEDED SURVEY CONTROL
 OD0882
 OD0882.No superseded survey control is available for this station.
 OD0882
 OD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN147950(NAD 83)
 OD0882_MARKER: DB = BENCH MARK DISK
 OD0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0882_SP_SET: BUILDING
 OD0882_STAMPING: B 67 1955
 OD0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0882+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 OD0882
 OD0882  HISTORY     - Date     Condition        Report By
 OD0882  HISTORY     - 1955     MONUMENTED       CGS
 OD0882  HISTORY     - 1973     GOOD             NGS
 OD0882  HISTORY     - 1982     GOOD             NGS
 OD0882  HISTORY     - 19910717 GOOD             USPSQD
 OD0882  HISTORY     - 20030508 GOOD             NYDT
 OD0882
 OD0882                          STATION DESCRIPTION
 OD0882
 OD0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0882'IN HUDSON FALLS.
 OD0882'AT HUDSON FALLS, SET VERTICALLY IN THE SOUTH FACE OF THE RED BRICK
 OD0882'POST OFFICE BUILDING, 35.1 FEET EAST OF THE EAST CURB OF MAIN STREET,
 OD0882'20.3 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 16.9 FEET
 OD0882'NORTH OF THE NORTH CURB OF PEARL STREET, 2.1 FEET ABOVE THE GROUND AND
 OD0882'3 FEET ABOVE LEVEL OF THE STREET.
 OD0882
 OD0882                          STATION RECOVERY (1982)
 OD0882
 OD0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OD0882'RECOVERED IN GOOD CONDITION.
 OD0882
 OD0882                          STATION RECOVERY (1991)
 OD0882
 OD0882'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 OD0882'RECOVERED IN GOOD CONDITION.
 OD0882
 OD0882                          STATION RECOVERY (2003)
 OD0882
 OD0882'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 OD0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1250 ***********************************************************************
 NB1250  DESIGNATION -  B 69
 NB1250  PID         -  NB1250
 NB1250  STATE/COUNTY-  NY/ALLEGANY
 NB1250  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1250
 NB1250                         *CURRENT SURVEY CONTROL
 NB1250  ___________________________________________________________________
 NB1250* NAD 83(1986)-  42 04 17.     (N)    077 55 30.     (W)     SCALED    
 NB1250* NAVD 88     -       466.698  (meters)    1531.16   (feet)  ADJUSTED  
 NB1250  ___________________________________________________________________
 NB1250  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 NB1250  DYNAMIC HT  -         466.518 (meters)    1530.57  (feet)  COMP
 NB1250  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 NB1250
 NB1250  VERT ORDER  -  SECOND    CLASS 0
 NB1250
 NB1250.The horizontal coordinates were scaled from a topographic map and have
 NB1250.an estimated accuracy of +/- 6 seconds.
 NB1250
 NB1250.The orthometric height was determined by differential leveling
 NB1250.and adjusted by the National Geodetic Survey in June 1991..
 NB1250
 NB1250.The geoid height was determined by GEOID03.
 NB1250
 NB1250.The dynamic height is computed by dividing the NAVD 88
 NB1250.geopotential number by the normal gravity value computed on the
 NB1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1250.degrees latitude (g = 980.6199 gals.).
 NB1250
 NB1250.The modeled gravity was interpolated from observed gravity values.
 NB1250
 NB1250;                    North         East    Units  Estimated Accuracy
 NB1250;SPC NY W     -   230,230.      404,480.      MT  (+/- 180 meters Scaled)
 NB1250
 NB1250                          SUPERSEDED SURVEY CONTROL
 NB1250
 NB1250  NGVD 29 (??/??/92)  466.84   (m)         1531.6    (f) COMPUTED    2 0
 NB1250
 NB1250.Superseded values are not recommended for survey control.
 NB1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1250.See file dsdata.txt to determine how the superseded data were derived.
 NB1250
 NB1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM580618(NAD 83)
 NB1250_MARKER: DB = BENCH MARK DISK
 NB1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1250_STAMPING: B 69 1934
 NB1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1250+STABILITY: SURFACE MOTION
 NB1250
 NB1250  HISTORY     - Date     Condition        Report By
 NB1250  HISTORY     - 1934     MONUMENTED       CGS
 NB1250  HISTORY     - 20040719 MARK NOT FOUND   USPSQD
 NB1250
 NB1250                          STATION DESCRIPTION
 NB1250
 NB1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB1250'3.9 MI S FROM WELLSVILLE.
 NB1250'3.9 MILES SOUTH OF WELLSVILLE ON B.AND O. R.R. 2700 FT SOUTH OF MILE
 NB1250'POST 34. 1600 FT SOUTH OF STATION AT STANARD. 80 FT SOUTH OF
 NB1250'INTERSECTION OF R.R. AND SECONDARY ROAD 70 FT EAST OF EAST RAIL. 25
 NB1250'FT SOUTH OF CENTERLINE OF ROAD. 5 FT BELOW TOP OF RAIL.
 NB1250'A CONCRETE POST.
 NB1250
 NB1250                          STATION RECOVERY (2004)
 NB1250
 NB1250'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1250'RAILROAD WAS ABANDONED AND REMOVED. DISTANCE MEASUREMENTS LOCATES
 NB1250'STATION MARK IN A FIELD WHICH HAS BEEN PLOWED AND CULIVATED OVER THE
 NB1250'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0591 ***********************************************************************
 OD0591  DESIGNATION -  B 7
 OD0591  PID         -  OD0591
 OD0591  STATE/COUNTY-  NY/WASHINGTON
 OD0591  USGS QUAD   -  FORT ANN (1944)
 OD0591
 OD0591                         *CURRENT SURVEY CONTROL
 OD0591  ___________________________________________________________________
 OD0591* NAD 83(1986)-  43 27 25.     (N)    073 26 29.     (W)     SCALED    
 OD0591* NAVD 88     -        39.712  (meters)     130.29   (feet)  ADJUSTED  
 OD0591  ___________________________________________________________________
 OD0591  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 OD0591  DYNAMIC HT  -          39.704 (meters)     130.26  (feet)  COMP
 OD0591  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 OD0591
 OD0591  VERT ORDER  -  FIRST     CLASS I
 OD0591
 OD0591.The horizontal coordinates were scaled from a topographic map and have
 OD0591.an estimated accuracy of +/- 6 seconds.
 OD0591
 OD0591.The orthometric height was determined by differential leveling
 OD0591.and adjusted by the National Geodetic Survey in June 1991..
 OD0591
 OD0591.The geoid height was determined by GEOID03.
 OD0591
 OD0591.The dynamic height is computed by dividing the NAVD 88
 OD0591.geopotential number by the normal gravity value computed on the
 OD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0591.degrees latitude (g = 980.6199 gals.).
 OD0591
 OD0591.The modeled gravity was interpolated from observed gravity values.
 OD0591
 OD0591;                    North         East    Units  Estimated Accuracy
 OD0591;SPC NY E     -   513,980.      235,670.      MT  (+/- 180 meters Scaled)
 OD0591
 OD0591                          SUPERSEDED SURVEY CONTROL
 OD0591
 OD0591.No superseded survey control is available for this station.
 OD0591
 OD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP260127(NAD 83)
 OD0591_MARKER: DB = BENCH MARK DISK
 OD0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0591_SP_SET: PIER
 OD0591_STAMPING: B 7 1919
 OD0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0591
 OD0591  HISTORY     - Date     Condition        Report By
 OD0591  HISTORY     - 1919     MONUMENTED       CGS
 OD0591  HISTORY     - 1973     GOOD             NGS
 OD0591
 OD0591                          STATION DESCRIPTION
 OD0591
 OD0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0591'3.95 MI NE FROM FORT ANN.
 OD0591'ABOUT 3.8 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROD FROM
 OD0591'THE CROSSING WITH CLAY HILL ROAD AT FORT ANN, THENCE ABOUT 0.15 MILE
 OD0591'SOUTHEAST ALONG A DIRT ROAD TO THE JUNCTION OF U.S. HIGHWAY 4 AND
 OD0591'STATE HIGHWAY 22 LEADING EAST OVER A BARGE CANAL, 94 FEET EAST OF THE
 OD0591'CENTER LINE OF U.S. HIGHWAY 4, UNDER THE WEST END OF STATE HIGHWAY 22,
 OD0591'SET VERTICALLY IN THE WEST FACE OF THE NORTH COLUMN ON THE FIRST
 OD0591'CONCRETE PIER EAST FROM THE WEST END OF BRIDGE, 1 FOOT ABOVE PIER,
 OD0591'ABOUT 10 FEET BELOW STATE HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0152 ***********************************************************************
 NC0152  DESIGNATION -  B 70
 NC0152  PID         -  NC0152
 NC0152  STATE/COUNTY-  NY/ALLEGANY
 NC0152  USGS QUAD   -  BOLIVAR (1965)
 NC0152
 NC0152                         *CURRENT SURVEY CONTROL
 NC0152  ___________________________________________________________________
 NC0152* NAD 83(1986)-  42 05 49.     (N)    078 09 29.     (W)     SCALED    
 NC0152* NAVD 88     -       558.202  (meters)    1831.37   (feet)  ADJUSTED  
 NC0152  ___________________________________________________________________
 NC0152  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NC0152  DYNAMIC HT  -         557.982 (meters)    1830.65  (feet)  COMP
 NC0152  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 NC0152
 NC0152  VERT ORDER  -  SECOND    CLASS 0
 NC0152
 NC0152.The horizontal coordinates were scaled from a topographic map and have
 NC0152.an estimated accuracy of +/- 6 seconds.
 NC0152
 NC0152.The orthometric height was determined by differential leveling
 NC0152.and adjusted by the National Geodetic Survey in June 1991..
 NC0152
 NC0152.The geoid height was determined by GEOID03.
 NC0152
 NC0152.The dynamic height is computed by dividing the NAVD 88
 NC0152.geopotential number by the normal gravity value computed on the
 NC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0152.degrees latitude (g = 980.6199 gals.).
 NC0152
 NC0152.The modeled gravity was interpolated from observed gravity values.
 NC0152
 NC0152;                    North         East    Units  Estimated Accuracy
 NC0152;SPC NY W     -   232,950.      385,180.      MT  (+/- 180 meters Scaled)
 NC0152
 NC0152                          SUPERSEDED SURVEY CONTROL
 NC0152
 NC0152  NGVD 29 (??/??/92)  558.309  (m)         1831.72   (f) ADJ UNCH    2 0
 NC0152
 NC0152.Superseded values are not recommended for survey control.
 NC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0152.See file dsdata.txt to determine how the superseded data were derived.
 NC0152
 NC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG350644(NAD 83)
 NC0152_MARKER: DB = BENCH MARK DISK
 NC0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0152_STAMPING: B 70 1934
 NC0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0152+STABILITY: SURFACE MOTION
 NC0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0152+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 NC0152
 NC0152  HISTORY     - Date     Condition        Report By
 NC0152  HISTORY     - 1934     MONUMENTED       CGS
 NC0152  HISTORY     - 20031118 GOOD             USPSQD
 NC0152
 NC0152                          STATION DESCRIPTION
 NC0152
 NC0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0152'8.8 MI S FROM FRIENDSHIP.
 NC0152'8.8 MILES SOUTH OF FRIENDSHIP ON SHAWMUT R.R. AT MILE POST 55.2 AT END
 NC0152'OF A HORSE SHOE CURVE 45 FT EAST OF CENTERLINE OF TRACK 1 FT ABOVE TOP
 NC0152'OF RAIL A CONCRETE POST.
 NC0152
 NC0152                          STATION RECOVERY (2003)
 NC0152
 NC0152'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0152'RAILROAD HAS BEEN ABANDONED AND REMOVED. CONCRETE STATION POST IS
 NC0152'DETERIORATING AROUND DISK. STATION IS SURROUNDED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0087 ***********************************************************************
 NC0087  DESIGNATION -  B 71
 NC0087  PID         -  NC0087
 NC0087  STATE/COUNTY-  NY/CATTARAUGUS
 NC0087  USGS QUAD   -  HINSDALE (1979)
 NC0087
 NC0087                         *CURRENT SURVEY CONTROL
 NC0087  ___________________________________________________________________
 NC0087* NAD 83(1986)-  42 08 31.     (N)    078 23 58.     (W)     SCALED    
 NC0087* NAVD 88     -       446.906  (meters)    1466.22   (feet)  POSTED    
 NC0087  ___________________________________________________________________
 NC0087  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 NC0087  DYNAMIC HT  -         446.730 (meters)    1465.65  (feet)  COMP
 NC0087  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 NC0087
 NC0087  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NC0087
 NC0087.The horizontal coordinates were scaled from a topographic map and have
 NC0087.an estimated accuracy of +/- 6 seconds.
 NC0087
 NC0087.The orthometric height was determined by differential leveling
 NC0087.and adjusted by the National Geodetic Survey in 1992..
 NC0087.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NC0087.rate of 2.1 thru 3.0 mm/km.
 NC0087
 NC0087.The geoid height was determined by GEOID03.
 NC0087
 NC0087.The dynamic height is computed by dividing the NAVD 88
 NC0087.geopotential number by the normal gravity value computed on the
 NC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0087.degrees latitude (g = 980.6199 gals.).
 NC0087
 NC0087.The modeled gravity was interpolated from observed gravity values.
 NC0087
 NC0087;                    North         East    Units  Estimated Accuracy
 NC0087;SPC NY W     -   237,880.      365,200.      MT  (+/- 180 meters Scaled)
 NC0087
 NC0087                          SUPERSEDED SURVEY CONTROL
 NC0087
 NC0087  NGVD 29 (??/??/92)  447.033  (m)         1466.64   (f) ADJ UNCH    2 0
 NC0087
 NC0087.Superseded values are not recommended for survey control.
 NC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0087.See file dsdata.txt to determine how the superseded data were derived.
 NC0087
 NC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG149688(NAD 83)
 NC0087_MARKER: DB = BENCH MARK DISK
 NC0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0087_SP_SET: CULVERT
 NC0087_STAMPING: B 71 1934
 NC0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0087
 NC0087  HISTORY     - Date     Condition        Report By
 NC0087  HISTORY     - 1934     MONUMENTED       CGS
 NC0087  HISTORY     - 1960     MARK NOT FOUND   USGS
 NC0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0087
 NC0087                          STATION DESCRIPTION
 NC0087
 NC0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0087'3.6 MI E FROM OLEAN.
 NC0087'3.6 MILES EAST OF OLEAN ON ERIE R.R. 90 FT EAST OF MILE POST 391 ON
 NC0087'SOUTHWEST CORNER OF A CONCRETE CULVERT 15 FT SOUTH OF CENTERLINE OF
 NC0087'TRACK 2 FT BELOW TOP OF RAIL.
 NC0087
 NC0087                          STATION RECOVERY (1960)
 NC0087
 NC0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NC0087'BRIDGE NO. FOUND BUT CONCRETE CULVERT HAS HAD TOP LAYER OF CONCRETE
 NC0087'PURED OVER IT.
 NC0087
 NC0087                          STATION RECOVERY (1983)
 NC0087
 NC0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0087'NOT RECOVERED, THE SOUTHWEST CORNER OF THE CULVERT IS BROKEN OFF AND
 NC0087'NO SIGN OF THE DISK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1564 ***********************************************************************
 LX1564  DESIGNATION -  B 72
 LX1564  PID         -  LX1564
 LX1564  STATE/COUNTY-  NY/DUTCHESS
 LX1564  USGS QUAD   -  ROCK CITY (1978)
 LX1564
 LX1564                         *CURRENT SURVEY CONTROL
 LX1564  ___________________________________________________________________
 LX1564* NAD 83(1986)-  41 57 03.     (N)    073 51 01.     (W)     SCALED    
 LX1564* NAVD 88     -        95.091  (meters)     311.98   (feet)  ADJUSTED  
 LX1564  ___________________________________________________________________
 LX1564  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LX1564  DYNAMIC HT  -          95.057 (meters)     311.87  (feet)  COMP
 LX1564  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 LX1564
 LX1564  VERT ORDER  -  FIRST     CLASS I
 LX1564
 LX1564.The horizontal coordinates were scaled from a topographic map and have
 LX1564.an estimated accuracy of +/- 6 seconds.
 LX1564
 LX1564.The orthometric height was determined by differential leveling
 LX1564.and adjusted by the National Geodetic Survey in June 1991..
 LX1564
 LX1564.The geoid height was determined by GEOID03.
 LX1564
 LX1564.The dynamic height is computed by dividing the NAVD 88
 LX1564.geopotential number by the normal gravity value computed on the
 LX1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1564.degrees latitude (g = 980.6199 gals.).
 LX1564
 LX1564.The modeled gravity was interpolated from observed gravity values.
 LX1564
 LX1564;                    North         East    Units  Estimated Accuracy
 LX1564;SPC NY E     -   346,340.      203,870.      MT  (+/- 180 meters Scaled)
 LX1564
 LX1564                          SUPERSEDED SURVEY CONTROL
 LX1564
 LX1564.No superseded survey control is available for this station.
 LX1564
 LX1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM952449(NAD 83)
 LX1564_MARKER: DB = BENCH MARK DISK
 LX1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1564_SP_SET: CULVERT
 LX1564_STAMPING: B 72 1935
 LX1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1564
 LX1564  HISTORY     - Date     Condition        Report By
 LX1564  HISTORY     - 1935     MONUMENTED       CGS
 LX1564  HISTORY     - 1974     GOOD             NGS
 LX1564
 LX1564                          STATION DESCRIPTION
 LX1564
 LX1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1564'3.8 MI E FROM RHINEBECK.
 LX1564'3.75 MILES EAST ALONG STATE HIGHWAY 308 FROM THE INTERSECTION
 LX1564'OF U.S. HIGHWAY 9 AT RHINEBECK, 2.3 MILES WEST OF ROCK CITY, 0.15
 LX1564'MILE EAST OF THE JUNCTION OF PATTEN ROAD SOUTHEAST AND A
 LX1564'DRIVEWAY NORTH TO A LARGE FARMHOUSE, 0.1 MILE WEST OF THE Y
 LX1564'OF A DIRT ROAD SOUTHWEST, IN THE TOP OF THE EAST END OF THE
 LX1564'NORTH CONCRETE HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT,
 LX1564'20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LX1564'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0365 ***********************************************************************
 NA0365  DESIGNATION -  B 73
 NA0365  PID         -  NA0365
 NA0365  STATE/COUNTY-  NY/GREENE
 NA0365  USGS QUAD   -  FREEHOLD (1980)
 NA0365
 NA0365                         *CURRENT SURVEY CONTROL
 NA0365  ___________________________________________________________________
 NA0365* NAD 83(1986)-  42 18 28.     (N)    074 02 27.     (W)     SCALED    
 NA0365* NAVD 88     -       192.381  (meters)     631.17   (feet)  ADJUSTED  
 NA0365  ___________________________________________________________________
 NA0365  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NA0365  DYNAMIC HT  -         192.318 (meters)     630.96  (feet)  COMP
 NA0365  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 NA0365
 NA0365  VERT ORDER  -  SECOND    CLASS 0
 NA0365
 NA0365.The horizontal coordinates were scaled from a topographic map and have
 NA0365.an estimated accuracy of +/- 6 seconds.
 NA0365
 NA0365.The orthometric height was determined by differential leveling
 NA0365.and adjusted by the National Geodetic Survey in June 1991..
 NA0365
 NA0365.The geoid height was determined by GEOID03.
 NA0365
 NA0365.The dynamic height is computed by dividing the NAVD 88
 NA0365.geopotential number by the normal gravity value computed on the
 NA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0365.degrees latitude (g = 980.6199 gals.).
 NA0365
 NA0365.The modeled gravity was interpolated from observed gravity values.
 NA0365
 NA0365;                    North         East    Units  Estimated Accuracy
 NA0365;SPC NY E     -   385,890.      187,860.      MT  (+/- 180 meters Scaled)
 NA0365
 NA0365                          SUPERSEDED SURVEY CONTROL
 NA0365
 NA0365  NGVD 29 (??/??/92)  192.594  (m)          631.87   (f) ADJ UNCH    2 0
 NA0365
 NA0365.Superseded values are not recommended for survey control.
 NA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0365.See file dsdata.txt to determine how the superseded data were derived.
 NA0365
 NA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM790843(NAD 83)
 NA0365_MARKER: DB = BENCH MARK DISK
 NA0365_SETTING: 66 = SET IN ROCK OUTCROP
 NA0365_SP_SET: ROCK OUTCROP
 NA0365_STAMPING: B 73 1935
 NA0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0365+STABILITY: POSITION/ELEVATION WELL
 NA0365
 NA0365  HISTORY     - Date     Condition        Report By
 NA0365  HISTORY     - 1935     MONUMENTED       CGS
 NA0365  HISTORY     - 1942     GOOD             NGS
 NA0365  HISTORY     - 1975     GOOD             LOCSUR
 NA0365  HISTORY     - 1976     GOOD             NGS
 NA0365
 NA0365                          STATION DESCRIPTION
 NA0365
 NA0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0365'0.8 MI SE FROM ACRA.
 NA0365'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 NA0365'ACRA, GREENE COUNTY, ABOUT 100 YARDS WEST OF A 3-STORY FRAME HOTEL
 NA0365'KNOWN AS HIGH VIEW HOUSE, 70 FEET EAST OF UHE AND R CO. POLE 3836,
 NA0365'OPPOSITE A SMALL RED WOODEN SHED, 60 FEET NORTHEAST OF THE CENTERLINE
 NA0365'OF THE HIGHWAY, IN THE TOP OF A SHALE OUTCROP, AND ABOUT LEVEL WITH
 NA0365'THE ROADWAY. A STANDARD DISK, STAMPED B 73 1935.
 NA0365
 NA0365                          STATION RECOVERY (1975)
 NA0365
 NA0365'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 NA0365'RECOVERED IN GOOD CONDITION.
 NA0365
 NA0365                          STATION RECOVERY (1976)
 NA0365
 NA0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA0365'60 FT NNE OF CENTER LINE OF OLD RTE 23, 26 FT WNW OF CENTER LINE OF A
 NA0365'GRAVELLED DRIVEWAY, 70 FT E OF POWER POLE 368, AND IN SE CORNER OF
 NA0365'OVERGROWN LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0585 ***********************************************************************
 LY0585  DESIGNATION -  B 74
 LY0585  PID         -  LY0585
 LY0585  STATE/COUNTY-  NY/ORANGE
 LY0585  USGS QUAD   -  OTISVILLE (1976)
 LY0585
 LY0585                         *CURRENT SURVEY CONTROL
 LY0585  ___________________________________________________________________
 LY0585* NAD 83(1986)-  41 25 13.     (N)    074 35 59.     (W)     SCALED    
 LY0585* NAVD 88     -       227.068  (meters)     744.97   (feet)  ADJUSTED  
 LY0585  ___________________________________________________________________
 LY0585  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY0585  DYNAMIC HT  -         226.972 (meters)     744.66  (feet)  COMP
 LY0585  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 LY0585
 LY0585  VERT ORDER  -  FIRST     CLASS II
 LY0585
 LY0585.The horizontal coordinates were scaled from a topographic map and have
 LY0585.an estimated accuracy of +/- 6 seconds.
 LY0585
 LY0585.The orthometric height was determined by differential leveling
 LY0585.and adjusted by the National Geodetic Survey in June 1991..
 LY0585
 LY0585.The geoid height was determined by GEOID03.
 LY0585
 LY0585.The dynamic height is computed by dividing the NAVD 88
 LY0585.geopotential number by the normal gravity value computed on the
 LY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0585.degrees latitude (g = 980.6199 gals.).
 LY0585
 LY0585.The modeled gravity was interpolated from observed gravity values.
 LY0585
 LY0585;                    North         East    Units  Estimated Accuracy
 LY0585;SPC NY E     -   287,220.      141,660.      MT  (+/- 180 meters Scaled)
 LY0585
 LY0585                          SUPERSEDED SURVEY CONTROL
 LY0585
 LY0585  NGVD 29 (??/??/92)  227.244  (m)          745.55   (f) ADJ UNCH    1 2
 LY0585
 LY0585.Superseded values are not recommended for survey control.
 LY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0585.See file dsdata.txt to determine how the superseded data were derived.
 LY0585
 LY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL334854(NAD 83)
 LY0585_MARKER: DB = BENCH MARK DISK
 LY0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0585_SP_SET: CULVERT
 LY0585_STAMPING: B 74 1935
 LY0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0585
 LY0585  HISTORY     - Date     Condition        Report By
 LY0585  HISTORY     - 1935     MONUMENTED       CGS
 LY0585  HISTORY     - 1941     GOOD             NGS
 LY0585
 LY0585                          STATION DESCRIPTION
 LY0585
 LY0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0585'5.4 MI SW FROM OTISVILLE.
 LY0585'5.4 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 LY0585'AT OTISVILLE, ORANGE COUNTY, ABOUT 0.4 MILE SOUTHWEST OF A
 LY0585'STEEL OVERHEAD BRIDGE, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST
 LY0585'80, AT GRAHAM, AT A CONCRETE CULVERT UNDER THE TRACKS, IN THE
 LY0585'NORTHEAST CORNER OF THE SOUTHEAST PARAPET, 10.4 FEET SOUTHEAST
 LY0585'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 0.8 FOOT
 LY0585'SOUTHWEST OF THE NORTHEAST END OF THE WALL, AND ABOUT 4.5 FEET
 LY0585'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 74 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0362 ***********************************************************************
 MZ0362  DESIGNATION -  B 75
 MZ0362  PID         -  MZ0362
 MZ0362  STATE/COUNTY-  NY/RENSSELAER
 MZ0362  USGS QUAD   -  NORTH POWNAL (1980)
 MZ0362
 MZ0362                         *CURRENT SURVEY CONTROL
 MZ0362  ___________________________________________________________________
 MZ0362* NAD 83(1986)-  42 49 34.     (N)    073 19 20.     (W)     SCALED    
 MZ0362* NAVD 88     -       144.001  (meters)     472.44   (feet)  ADJUSTED  
 MZ0362  ___________________________________________________________________
 MZ0362  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 MZ0362  DYNAMIC HT  -         143.957 (meters)     472.30  (feet)  COMP
 MZ0362  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 MZ0362
 MZ0362  VERT ORDER  -  SECOND    CLASS 0
 MZ0362
 MZ0362.The horizontal coordinates were scaled from a topographic map and have
 MZ0362.an estimated accuracy of +/- 6 seconds.
 MZ0362
 MZ0362.The orthometric height was determined by differential leveling
 MZ0362.and adjusted by the National Geodetic Survey in June 1991..
 MZ0362
 MZ0362.The geoid height was determined by GEOID03.
 MZ0362
 MZ0362.The dynamic height is computed by dividing the NAVD 88
 MZ0362.geopotential number by the normal gravity value computed on the
 MZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0362.degrees latitude (g = 980.6199 gals.).
 MZ0362
 MZ0362.The modeled gravity was interpolated from observed gravity values.
 MZ0362
 MZ0362;                    North         East    Units  Estimated Accuracy
 MZ0362;SPC NY E     -   444,030.      246,300.      MT  (+/- 180 meters Scaled)
 MZ0362
 MZ0362                          SUPERSEDED SURVEY CONTROL
 MZ0362
 MZ0362  NGVD 29 (??/??/92)  144.158  (m)          472.96   (f) ADJ UNCH    2 0
 MZ0362
 MZ0362.Superseded values are not recommended for survey control.
 MZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0362.See file dsdata.txt to determine how the superseded data were derived.
 MZ0362
 MZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN371428(NAD 83)
 MZ0362_MARKER: DB = BENCH MARK DISK
 MZ0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0362_SP_SET: BRIDGE
 MZ0362_STAMPING: B 75 1935
 MZ0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ0362+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 MZ0362
 MZ0362  HISTORY     - Date     Condition        Report By
 MZ0362  HISTORY     - 1935     MONUMENTED       CGS
 MZ0362  HISTORY     - 20060912 GOOD             NYDT
 MZ0362
 MZ0362                          STATION DESCRIPTION
 MZ0362
 MZ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0362'0.8 MI E FROM PETERSBURG JC.
 MZ0362'0.8 MILE EAST OF PETERSBURG JC. ON B. AND M.R.R. 0.3 MILE EAST OF MILE
 MZ0362'POST 158 ON BRIDGE NO. 157.71 (100-FOOT SPAN GIRDER ALONGSIDE GIRDER
 MZ0362'HIGHWAY BRIDGE) ON EAST ABUTMENT, SOUTH SIDE 22 FEET SOUHT OF SOUTH
 MZ0362'RAIL 8 FEET BELOW TOP OF RAIL.
 MZ0362
 MZ0362                          STATION RECOVERY (2006)
 MZ0362
 MZ0362'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 MZ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1232 ***********************************************************************
 LX1232  DESIGNATION -  B 77
 LX1232  PID         -  LX1232
 LX1232  STATE/COUNTY-  NY/WESTCHESTER
 LX1232  USGS QUAD   -  OSSINING (1979)
 LX1232
 LX1232                         *CURRENT SURVEY CONTROL
 LX1232  ___________________________________________________________________
 LX1232* NAD 83(1986)-  41 09 30.     (N)    073 46 28.     (W)     SCALED    
 LX1232* NAVD 88     -        95.243  (meters)     312.48   (feet)  POSTED    
 LX1232  ___________________________________________________________________
 LX1232  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LX1232  DYNAMIC HT  -          95.210 (meters)     312.37  (feet)  COMP
 LX1232  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LX1232
 LX1232  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1232
 LX1232.The horizontal coordinates were scaled from a topographic map and have
 LX1232.an estimated accuracy of +/- 6 seconds.
 LX1232
 LX1232.The orthometric height was determined by differential leveling
 LX1232.and adjusted by the National Geodetic Survey in 1992..
 LX1232.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1232.rate of 1.1 thru 2.0 mm/km.
 LX1232
 LX1232.The geoid height was determined by GEOID03.
 LX1232
 LX1232.The dynamic height is computed by dividing the NAVD 88
 LX1232.geopotential number by the normal gravity value computed on the
 LX1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1232.degrees latitude (g = 980.6199 gals.).
 LX1232
 LX1232.The modeled gravity was interpolated from observed gravity values.
 LX1232
 LX1232;                    North         East    Units  Estimated Accuracy
 LX1232;SPC NY E     -   258,380.      210,890.      MT  (+/- 180 meters Scaled)
 LX1232
 LX1232                          SUPERSEDED SURVEY CONTROL
 LX1232
 LX1232  NGVD 29 (??/??/92)   95.519  (m)          313.38   (f) ADJ UNCH    2 0
 LX1232
 LX1232.Superseded values are not recommended for survey control.
 LX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1232.See file dsdata.txt to determine how the superseded data were derived.
 LX1232
 LX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL028570(NAD 83)
 LX1232_MARKER: DB = BENCH MARK DISK
 LX1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1232_SP_SET: STEP BASE
 LX1232_STAMPING: B 77 1935
 LX1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1232
 LX1232  HISTORY     - Date     Condition        Report By
 LX1232  HISTORY     - 1935     MONUMENTED       CGS
 LX1232
 LX1232                          STATION DESCRIPTION
 LX1232
 LX1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1232'AT CHAPPAQUA.
 LX1232'AT CHAPPAQUA, WESTCHESTER COUNTY, ABOUT 240 FEET NORTH OF THE
 LX1232'NEW YORK CENTRAL RAILROAD STATION, IN THE TOP OF THE BASE OF
 LX1232'THE STEPS, 3 FEET WEST OF THE CENTER OF THE STAIRWAY, 28 FEET
 LX1232'EAST OF THE CENTER LINE OF THE EAST TRACK, AND 4 FEET NORTH OF A
 LX1232'LAMP STANDARD.  A STANDARD DISK, STAMPED B 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1513 ***********************************************************************
 LX1513  DESIGNATION -  B 78
 LX1513  PID         -  LX1513
 LX1513  STATE/COUNTY-  NY/DUTCHESS
 LX1513  USGS QUAD   -  PLEASANT VALLEY (1981)
 LX1513
 LX1513                         *CURRENT SURVEY CONTROL
 LX1513  ___________________________________________________________________
 LX1513* NAD 83(1986)-  41 41 01.     (N)    073 51 59.     (W)     SCALED    
 LX1513* NAVD 88     -        54.184  (meters)     177.77   (feet)  ADJUSTED  
 LX1513  ___________________________________________________________________
 LX1513  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 LX1513  DYNAMIC HT  -          54.164 (meters)     177.70  (feet)  COMP
 LX1513  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 LX1513
 LX1513  VERT ORDER  -  SECOND    CLASS 0
 LX1513
 LX1513.The horizontal coordinates were scaled from a topographic map and have
 LX1513.an estimated accuracy of +/- 6 seconds.
 LX1513
 LX1513.The orthometric height was determined by differential leveling
 LX1513.and adjusted by the National Geodetic Survey in June 1991..
 LX1513
 LX1513.The geoid height was determined by GEOID03.
 LX1513
 LX1513.The dynamic height is computed by dividing the NAVD 88
 LX1513.geopotential number by the normal gravity value computed on the
 LX1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1513.degrees latitude (g = 980.6199 gals.).
 LX1513
 LX1513.The modeled gravity was interpolated from observed gravity values.
 LX1513
 LX1513;                    North         East    Units  Estimated Accuracy
 LX1513;SPC NY E     -   316,660.      202,750.      MT  (+/- 180 meters Scaled)
 LX1513
 LX1513                          SUPERSEDED SURVEY CONTROL
 LX1513
 LX1513.No superseded survey control is available for this station.
 LX1513
 LX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM943152(NAD 83)
 LX1513_MARKER: DB = BENCH MARK DISK
 LX1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1513_SP_SET: BRIDGE
 LX1513_STAMPING: B 78 1935
 LX1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1513
 LX1513  HISTORY     - Date     Condition        Report By
 LX1513  HISTORY     - 1935     MONUMENTED       CGS
 LX1513
 LX1513                          STATION DESCRIPTION
 LX1513
 LX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1513'4.6 MI S FROM POUGHKEEPSIE.
 LX1513'ABOUT 4.6 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1513'RAILROAD FROM THE STATION AT POUGHKEEPSIE, DUTCHESS COUNTY, AT
 LX1513'MANCHESTER BRIDGE, AT BRIDGE 346 OVER A STREAM AN A HIGHWAY, IN
 LX1513'THE TOP OF THE SOUTH END OF THE WEST COPING, 60 FEET NORTH OF A
 LX1513'WAITING SHED, 33 FEET SOUTH OF THE CENTER LINE OF A HIGHWAY, AND
 LX1513'10 FEET WEST OF THE CENTER LINE OF THE WEST TRACK.  A STANDARD
 LX1513'DISK, STAMPED B 78 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1514 ***********************************************************************
 LX1514  DESIGNATION -  B 78 RESET
 LX1514  PID         -  LX1514
 LX1514  STATE/COUNTY-  NY/DUTCHESS
 LX1514  USGS QUAD   -  PLEASANT VALLEY (1981)
 LX1514
 LX1514                         *CURRENT SURVEY CONTROL
 LX1514  ___________________________________________________________________
 LX1514* NAD 83(1986)-  41 41 01.     (N)    073 51 59.     (W)     SCALED    
 LX1514* NAVD 88     -        54.731  (meters)     179.56   (feet)  ADJUSTED  
 LX1514  ___________________________________________________________________
 LX1514  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 LX1514  DYNAMIC HT  -          54.711 (meters)     179.50  (feet)  COMP
 LX1514  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 LX1514
 LX1514  VERT ORDER  -  FIRST     CLASS II
 LX1514
 LX1514.The horizontal coordinates were scaled from a topographic map and have
 LX1514.an estimated accuracy of +/- 6 seconds.
 LX1514
 LX1514.The orthometric height was determined by differential leveling
 LX1514.and adjusted by the National Geodetic Survey in June 1991..
 LX1514
 LX1514.The geoid height was determined by GEOID03.
 LX1514
 LX1514.The dynamic height is computed by dividing the NAVD 88
 LX1514.geopotential number by the normal gravity value computed on the
 LX1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1514.degrees latitude (g = 980.6199 gals.).
 LX1514
 LX1514.The modeled gravity was interpolated from observed gravity values.
 LX1514
 LX1514;                    North         East    Units  Estimated Accuracy
 LX1514;SPC NY E     -   316,660.      202,750.      MT  (+/- 180 meters Scaled)
 LX1514
 LX1514                          SUPERSEDED SURVEY CONTROL
 LX1514
 LX1514.No superseded survey control is available for this station.
 LX1514
 LX1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM943152(NAD 83)
 LX1514_MARKER: DD = SURVEY DISK
 LX1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1514_SP_SET: BRIDGE
 LX1514_STAMPING: B 78 RESET 1944
 LX1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1514
 LX1514  HISTORY     - Date     Condition        Report By
 LX1514  HISTORY     - 1944     MONUMENTED       NYNH+H
 LX1514  HISTORY     - 1967     GOOD             NGS
 LX1514
 LX1514                          STATION DESCRIPTION
 LX1514
 LX1514'DESCRIBED BY NY-N HVN + HARTFORD 1944
 LX1514'4.6 MI S FROM POUGHKEEPSIE.
 LX1514'4.6 MILES SOUTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1514'RAILROAD FROM THE STATION AT POUGHKEEPSIE, DUTCHESS COUNTY, AT
 LX1514'MANCHESTER BRIDGE, AT BRIDGE 3.46 OVER A STREAM AND A HIGHWAY,
 LX1514'IN THE TOP OF A NEW COPNG WALL AT THE WEST SIDE OF THE BRIDGE,
 LX1514'9.35 FEET NORTH OF THE SOUTH END, AND 8.7 FEET WEST OF THE
 LX1514'CENTERLINE 4 OF THE WEST TRACK.  A STANDARD DISK, STAMPED B 78
 LX1514'RESET 1944.  NOTE-- THE SOUTHWEST SET OF RAILROAD TRACKS HAS BEEN
 LX1514'REMOVED.  THE NEW DISTANCE TO THE SOUTHWEST RAIL IF 20.7 FEET.
 LX1514
 LX1514                          STATION RECOVERY (1967)
 LX1514
 LX1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LX1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0233 ***********************************************************************
 LY0233  DESIGNATION -  B 79
 LY0233  PID         -  LY0233
 LY0233  STATE/COUNTY-  NY/SULLIVAN
 LY0233  USGS QUAD   -  WURTSBORO (1976)
 LY0233
 LY0233                         *CURRENT SURVEY CONTROL
 LY0233  ___________________________________________________________________
 LY0233* NAD 83(1986)-  41 35 26.     (N)    074 27 11.     (W)     SCALED    
 LY0233* NAVD 88     -       200.860  (meters)     658.99   (feet)  POSTED    
 LY0233  ___________________________________________________________________
 LY0233  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY0233  DYNAMIC HT  -         200.780 (meters)     658.73  (feet)  COMP
 LY0233  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 LY0233
 LY0233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LY0233
 LY0233.The horizontal coordinates were scaled from a topographic map and have
 LY0233.an estimated accuracy of +/- 6 seconds.
 LY0233
 LY0233.The orthometric height was determined by differential leveling
 LY0233.and adjusted by the National Geodetic Survey in 1992..
 LY0233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LY0233.rate of 0.0 thru 1.0 mm/km.
 LY0233
 LY0233.The geoid height was determined by GEOID03.
 LY0233
 LY0233.The dynamic height is computed by dividing the NAVD 88
 LY0233.geopotential number by the normal gravity value computed on the
 LY0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0233.degrees latitude (g = 980.6199 gals.).
 LY0233
 LY0233.The modeled gravity was interpolated from observed gravity values.
 LY0233
 LY0233;                    North         East    Units  Estimated Accuracy
 LY0233;SPC NY E     -   306,130.      153,910.      MT  (+/- 180 meters Scaled)
 LY0233
 LY0233                          SUPERSEDED SURVEY CONTROL
 LY0233
 LY0233  NGVD 29 (??/??/92)  201.069  (m)          659.67   (f) ADJ UNCH    2 0
 LY0233
 LY0233.Superseded values are not recommended for survey control.
 LY0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0233.See file dsdata.txt to determine how the superseded data were derived.
 LY0233
 LY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM455044(NAD 83)
 LY0233_MARKER: DB = BENCH MARK DISK
 LY0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0233_SP_SET: CULVERT
 LY0233_STAMPING: B 79 1935
 LY0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0233
 LY0233  HISTORY     - Date     Condition        Report By
 LY0233  HISTORY     - 1935     MONUMENTED       CGS
 LY0233
 LY0233                          STATION DESCRIPTION
 LY0233
 LY0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0233'2.8 MI S FROM SUMMITVILLE.
 LY0233'2.8 MILES SOUTH OF SUMMITVILLE ON N.Y.O. AND W.R.R., 195 FEET
 LY0233'SOUTH OF MILE POST NY 91, IN CONCRETE ARCH CULVERT, IN TOP OF
 LY0233'NORTH END OF EAST COPING, 10 FEET EAST OF CENTER LINE OF
 LY0233'NORTHBOUND TRACK, 2 FEET BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1029 ***********************************************************************
 PG1029  DESIGNATION -  B 8
 PG1029  PID         -  PG1029
 PG1029  STATE/COUNTY-  NY/CLINTON
 PG1029  USGS QUAD   -  ALTONA (1966)
 PG1029
 PG1029                         *CURRENT SURVEY CONTROL
 PG1029  ___________________________________________________________________
 PG1029* NAD 83(1986)-  44 53 44.     (N)    073 38 29.     (W)     SCALED    
 PG1029* NAVD 88     -       171.580  (meters)     562.93   (feet)  POSTED    
 PG1029  ___________________________________________________________________
 PG1029  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 PG1029  DYNAMIC HT  -         171.570 (meters)     562.89  (feet)  COMP
 PG1029  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 PG1029
 PG1029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PG1029
 PG1029.The horizontal coordinates were scaled from a topographic map and have
 PG1029.an estimated accuracy of +/- 6 seconds.
 PG1029
 PG1029.The orthometric height was determined by differential leveling
 PG1029.and adjusted by the National Geodetic Survey in 1992..
 PG1029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PG1029.rate of 0.0 thru 1.0 mm/km.
 PG1029
 PG1029.The geoid height was determined by GEOID03.
 PG1029
 PG1029.The dynamic height is computed by dividing the NAVD 88
 PG1029.geopotential number by the normal gravity value computed on the
 PG1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1029.degrees latitude (g = 980.6199 gals.).
 PG1029
 PG1029.The modeled gravity was interpolated from observed gravity values.
 PG1029
 PG1029;                    North         East    Units  Estimated Accuracy
 PG1029;SPC NY E     -   673,630.      217,820.      MT  (+/- 180 meters Scaled)
 PG1029
 PG1029                          SUPERSEDED SURVEY CONTROL
 PG1029
 PG1029  NGVD 29 (??/??/??)  171.696  (m)          563.31   (f) ADJUSTED    1 2
 PG1029
 PG1029.Superseded values are not recommended for survey control.
 PG1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1029.See file dsdata.txt to determine how the superseded data were derived.
 PG1029
 PG1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ072722(NAD 83)
 PG1029_MARKER: Z = SEE DESCRIPTION
 PG1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1029_SP_SET: STONE
 PG1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1029+STABILITY: SURFACE MOTION
 PG1029
 PG1029  HISTORY     - Date     Condition        Report By
 PG1029  HISTORY     - UNK      MONUMENTED       CGS
 PG1029  HISTORY     - 1935     GOOD             CGS
 PG1029
 PG1029                          STATION DESCRIPTION
 PG1029
 PG1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1029'1.5 MI W FROM WOOD FALLS.
 PG1029'1 1/2 MILES WEST OF A CROSSING, 7 FEET SOUTH OF THE SOUTH RAIL AND 16
 PG1029'INCHES BELOW THE TOP OF THE RAIL, CUT IN STONE.  AT THE FIRST CROSSING
 PG1029'EAST OF CILTONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0892 ***********************************************************************
 LY0892  DESIGNATION -  B 80
 LY0892  PID         -  LY0892
 LY0892  STATE/COUNTY-  NY/SULLIVAN
 LY0892  USGS QUAD   -  ROSCOE (1982)
 LY0892
 LY0892                         *CURRENT SURVEY CONTROL
 LY0892  ___________________________________________________________________
 LY0892* NAD 83(1986)-  41 55 53.     (N)    074 54 55.     (W)     SCALED    
 LY0892* NAVD 88     -       390.796  (meters)    1282.14   (feet)  POSTED    
 LY0892  ___________________________________________________________________
 LY0892  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LY0892  DYNAMIC HT  -         390.650 (meters)    1281.66  (feet)  COMP
 LY0892  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 LY0892
 LY0892  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0892
 LY0892.The horizontal coordinates were scaled from a topographic map and have
 LY0892.an estimated accuracy of +/- 6 seconds.
 LY0892
 LY0892.The orthometric height was determined by differential leveling
 LY0892.and adjusted by the National Geodetic Survey in 1992..
 LY0892.No vertical observational check was made to the station.
 LY0892.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0892.was located on a no-check spur therefore a value was not computed.
 LY0892
 LY0892.The geoid height was determined by GEOID03.
 LY0892
 LY0892.The dynamic height is computed by dividing the NAVD 88
 LY0892.geopotential number by the normal gravity value computed on the
 LY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0892.degrees latitude (g = 980.6199 gals.).
 LY0892
 LY0892.The modeled gravity was interpolated from observed gravity values.
 LY0892
 LY0892;                    North         East    Units  Estimated Accuracy
 LY0892;SPC NY E     -   344,060.      115,560.      MT  (+/- 180 meters Scaled)
 LY0892
 LY0892                          SUPERSEDED SURVEY CONTROL
 LY0892
 LY0892  NGVD 29 (??/??/92)  390.954  (m)         1282.65   (f) ADJ UNCH    2 0
 LY0892
 LY0892.Superseded values are not recommended for survey control.
 LY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0892.See file dsdata.txt to determine how the superseded data were derived.
 LY0892
 LY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM070421(NAD 83)
 LY0892_MARKER: DB = BENCH MARK DISK
 LY0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0892_STAMPING: B 80 1935
 LY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0892+STABILITY: SURFACE MOTION
 LY0892
 LY0892  HISTORY     - Date     Condition        Report By
 LY0892  HISTORY     - 1935     MONUMENTED       CGS
 LY0892
 LY0892                          STATION DESCRIPTION
 LY0892
 LY0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0892'AT ROSCOE.
 LY0892'AT ROSCOE, SULLIVAN COUNTY, ABOUT 260 FEET NORTH OF THE NEW
 LY0892'YORK, ONTARIO AND WESTERN RAILWAY STATION, 36 FEET WEST OF THE
 LY0892'CENTER LINE OF RAILROAD AVENUE, 18 FEET EAST OF THE CENTER LINE
 LY0892'OF THE NORTH-BOUND TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 LY0892'STANDARD DISK, STAMPED B 80 1935 AND SET IN THE TOP OF A CONCRETE
 LY0892'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0870 ***********************************************************************
 NA0870  DESIGNATION -  B 81
 NA0870  PID         -  NA0870
 NA0870  STATE/COUNTY-  NY/SCHOHARIE
 NA0870  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0870
 NA0870                         *CURRENT SURVEY CONTROL
 NA0870  ___________________________________________________________________
 NA0870* NAD 83(1986)-  42 44 58.     (N)    074 37 20.     (W)     SCALED    
 NA0870* NAVD 88     -       369.973  (meters)    1213.82   (feet)  ADJUSTED  
 NA0870  ___________________________________________________________________
 NA0870  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NA0870  DYNAMIC HT  -         369.852 (meters)    1213.42  (feet)  COMP
 NA0870  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NA0870
 NA0870  VERT ORDER  -  SECOND    CLASS 0
 NA0870
 NA0870.The horizontal coordinates were scaled from a topographic map and have
 NA0870.an estimated accuracy of +/- 6 seconds.
 NA0870
 NA0870.The orthometric height was determined by differential leveling
 NA0870.and adjusted by the National Geodetic Survey in June 1991..
 NA0870
 NA0870.The geoid height was determined by GEOID03.
 NA0870
 NA0870.The dynamic height is computed by dividing the NAVD 88
 NA0870.geopotential number by the normal gravity value computed on the
 NA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0870.degrees latitude (g = 980.6199 gals.).
 NA0870
 NA0870.The modeled gravity was interpolated from observed gravity values.
 NA0870
 NA0870;                    North         East    Units  Estimated Accuracy
 NA0870;SPC NY E     -   434,850.      139,990.      MT  (+/- 180 meters Scaled)
 NA0870
 NA0870                          SUPERSEDED SURVEY CONTROL
 NA0870
 NA0870  NGVD 29 (??/??/92)  370.097  (m)         1214.23   (f) ADJ UNCH    2 0
 NA0870
 NA0870.Superseded values are not recommended for survey control.
 NA0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0870.See file dsdata.txt to determine how the superseded data were derived.
 NA0870
 NA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN309330(NAD 83)
 NA0870_MARKER: DB = BENCH MARK DISK
 NA0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0870_SP_SET: BRIDGE
 NA0870_STAMPING: B 81 1935
 NA0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0870
 NA0870  HISTORY     - Date     Condition        Report By
 NA0870  HISTORY     - 1935     MONUMENTED       CGS
 NA0870
 NA0870                          STATION DESCRIPTION
 NA0870
 NA0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0870'2.3 MI W FROM SEWARD.
 NA0870'2.3 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0870'STATION AT SEWARD, SCHOHARIE COUNTY, 1.3 MILES WEST OF MILEPOST 55-3,
 NA0870'55 FEET WEST OF THE CENTER OF A GRADE CROSSING, AT BRIDGE 55-33. IN
 NA0870'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 6 FEET SOUTH OF THE
 NA0870'CENTERLINE OF THE TRACK, AND ABOUT 4 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0801 ***********************************************************************
 LW0801  DESIGNATION -  B 8/12 S 8/12
 LW0801  PID         -  LW0801
 LW0801  STATE/COUNTY-  NY/SUFFOLK
 LW0801  USGS QUAD   -  MYSTIC (1984)
 LW0801
 LW0801                         *CURRENT SURVEY CONTROL
 LW0801  ___________________________________________________________________
 LW0801* NAD 83(1996)-  41 17 05.56679(N)    071 56 01.14485(W)     ADJUSTED  
 LW0801* LOCAL TIDAL -        26.968  (meters)      88.48   (feet)  ADJ UNCH  
 LW0801  ___________________________________________________________________
 LW0801  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW0801  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LW0801
 LW0801  HORZ ORDER  -  SECOND
 LW0801  VERT ORDER  -  SECOND    CLASS 0
 LW0801
 LW0801.The horizontal coordinates were established by classical geodetic methods
 LW0801.and adjusted by the National Geodetic Survey in January 1999..
 LW0801
 LW0801.The orthometric height was key entered from printed documents
 LW0801.and not key verified.
 LW0801
 LW0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0801
 LW0801.The geoid height was determined by GEOID03.
 LW0801
 LW0801;                    North         East     Units Scale Factor Converg.
 LW0801;SPC NY L     -   126,219.245   473,089.963   MT  1.00002365   +1 21 05.6
 LW0801;SPC NY L     -   414,104.31  1,552,129.32   sFT  1.00002365   +1 21 05.6
 LW0801;UTM  19      - 4,574,533.948   254,326.724   MT  1.00034286   -1 56 11.8
 LW0801;UTM  18      - 4,574,918.254   756,787.126   MT  1.00041160   +2 01 27.4
 LW0801
 LW0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0801!SPC NY L     -   1.00000059  x   1.00002365  =   1.00002424
 LW0801!UTM  19      -   1.00000059  x   1.00034286  =   1.00034345
 LW0801!UTM  18      -   1.00000059  x   1.00041160  =   1.00041219
 LW0801
 LW0801:                Primary Azimuth Mark                     Grid Az
 LW0801:SPC NY L     -  LITTLE GULL ISLAND LIGHTHOUSE            237 43 16.6
 LW0801:UTM  19      -  LITTLE GULL ISLAND LIGHTHOUSE            241 00 34.0
 LW0801:UTM  18      -  LITTLE GULL ISLAND LIGHTHOUSE            237 02 54.8
 LW0801
 LW0801|---------------------------------------------------------------------|
 LW0801| PID    Reference Object                     Distance      Geod. Az  |
 LW0801|                                                           dddmmss.s |
 LW0801| LX5557 LITTLE GULL ISLAND LIGHTHOUSE       APPROX.16.9 KM 2390422.2 |
 LW0801| LX5175 TOWER                               APPROX. 7.1 KM 2430251.7 |
 LW0801| CB7676 EAST END 2 RM 1 RESET                 8.130 METERS 27718     |
 LW0801| LW0798 EAST END 2                           23.170 METERS 33800     |
 LW0801|---------------------------------------------------------------------|
 LW0801
 LW0801                          SUPERSEDED SURVEY CONTROL
 LW0801
 LW0801  NAD 83(1996)-  41 17 05.56672(N)    071 56 01.14485(W) AD(       ) 2
 LW0801  NAD 83(1992)-  41 17 05.56507(N)    071 56 01.14385(W) AD(       ) 2
 LW0801  NAD 83(1986)-  41 17 05.56583(N)    071 56 01.14918(W) AD(       ) 2
 LW0801  NAD 27      -  41 17 05.21085(N)    071 56 02.88787(W) AD(       ) 2
 LW0801
 LW0801.Superseded values are not recommended for survey control.
 LW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0801.See file dsdata.txt to determine how the superseded data were derived.
 LW0801
 LW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5432774534(NAD 83)
 LW0801_MARKER: DS = TRIANGULATION STATION DISK
 LW0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0801_SP_SET: ROOF
 LW0801_STAMPING: B 8/12 S 8/12 1943
 LW0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0801
 LW0801  HISTORY     - Date     Condition        Report By
 LW0801  HISTORY     - 1943     MONUMENTED       CGS
 LW0801  HISTORY     - 1943     GOOD             CGS
 LW0801  HISTORY     - 1954     GOOD             CGS
 LW0801  HISTORY     - 1972     GOOD             NGS
 LW0801  HISTORY     - 1972     GOOD             NGS
 LW0801
 LW0801                          STATION DESCRIPTION
 LW0801
 LW0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0801'STATION IS LOCATED ON THE TOP OF HILL 90 WHICH IS THE HIGHEST
 LW0801'HILL E OF EAST HARBOR ON FISHERS ISLAND.  IT IS THE PINTLE
 LW0801'CENTER OF THE INSTRUMENT HOUSED IN THE CENTER ONE OF THREE
 LW0801'CONCRETE FIRE CONTROL BUILDINGS WHICH ARE ON THE SE EDGE OF THE
 LW0801'HILL.  THERE IS A FOURTH FIRE CONTROL BUILDING FARTHER DOWN THE
 LW0801'HILL.  IT IS 91.9 FT. SE OF THE 110-FT. STEEL TOWER KNOWN AS
 LW0801'TOWER NO. 9, AND ABOUT 76.0 FT. SE OF STATION EAST END 2.  IT
 LW0801'IS A STANDARD DISK, STAMPED B8 OVER 12 S 8 OVER 12 1943 AND
 LW0801'SET IN A DRILL HOLE IN THE CONCRETE ROOF OF THE FIRE CONTROL
 LW0801'BUILDING DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  THE ROOF
 LW0801'IS COVERED WITH ABOUT 12 IN. OF EARTH.
 LW0801'
 LW0801'THERE ARE NO REFERENCE MARKS.
 LW0801'
 LW0801'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 M.
 LW0801
 LW0801                          STATION RECOVERY (1943)
 LW0801
 LW0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0801'5.5 MI NE FROM FISHERS ISLAND.
 LW0801'5.5 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0801'FISHERS ISLAND, SUFFOLK COUNTY, THENCE 0.6 MILE EAST ALONG A
 LW0801'GRADED ROAD, 0.2 MILE SOUTH OF THE ROAD, AT THE SUMMIT OF HILL
 LW0801'90 (THE HIGHEST HILL ON THE ISLAND EAST OF EAST HARBOR), 91.9
 LW0801'FEET SOUTHEAST OF TOWER NO. 9 (A 110-FOOT STEEL TOWER), 76 FEET
 LW0801'SOUTHEAST OF TRIANGULATION STATION EAST END 2 DESCRIBED ABOVE,
 LW0801'25 FEET NORTH OF A ROAD LEADING DOWNHILL TO THE MAIN ROAD,
 LW0801'AT THE CENTER ONE OF THREE CONCRETE FIRE-CONTROL BUILDINGS ON
 LW0801'THE SOUTHEAST EDGE OF THE HILL (THERE IS A FOURTH FIRE-CONTROL
 LW0801'BUILDING FARTHER DOWN THE HILL), IN THE CONCRETE ROOF DIRECTLY
 LW0801'OVER THE CENTER OF THE INSTRUMENT, AND ABOUT 12 INCHES UNDER
 LW0801'GROUND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LW0801'B 8/12 S 8/12 1943.  NOTE-- THIS STATION MARKS THE PINTLE
 LW0801'CENTER OF THE INSTRUMENT HOUSED IN THE FIRE-CONTROL BUILDING.
 LW0801
 LW0801                          STATION RECOVERY (1954)
 LW0801
 LW0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0801'STATION RECOVERED IN GOOD CONDITION.  STEEL TOWER HAS BEEN REMOVED,
 LW0801'BUT FOOTINGS REMAIN.  ORIGINAL DESCRIPTION OTHERWISE ADEQUATE
 LW0801'AND COMPLETE.
 LW0801
 LW0801                          STATION RECOVERY (1972)
 LW0801
 LW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WFR)
 LW0801'STATION IS LOCATED ON A PROMINENT HILL ON FISHERS ISLAND, 0.8
 LW0801'MILE SOUTHWEST OF THE EAST END OF THE ISLAND, 0.2 MILE NORTH OF
 LW0801'THE SOUTH SHORE, AND ABOUT 0.1 MILE SOUTH OF THE ROAD.  IT IS
 LW0801'LOCATED ON THE SOUTH EDGE OF THE HILL, SET IN A DRILL HOLE IN
 LW0801'THE CONCRETE ROOF OF A BUNKER THAT IS THE CENTER ONE OF
 LW0801'THREE.  THERE IS ABOUT 18-INCHES OF SOIL OVER THE MARK.  IT
 LW0801'IS 9.5 FEET SOUTHWEST OF THE CENTER OF A TILE FLUE EXTENDING
 LW0801'THROUGH THE ROOF OF THE BUNKER, 8.0 FEET SOUTHEAST OF THE
 LW0801'CENTER OF A METAL HATCH COVER, AND 4.0 FEET NORTH OF THE
 LW0801'SOUTH EDGE OF THE BUNKER ROOF.  THE DISK IS A C AND GS DISK
 LW0801'STAMPED B 8 OVER 12 S 8 OVER 12 1943.
 LW0801'
 LW0801'TO REACH THE STATION FROM THE POST OFFICE ON FISHERS ISLAND.  GO
 LW0801'EASTERLY ON THE MAIN ROAD ALONG THE CENTER OF ISLAND FOR 1.0
 LW0801'MILE TO A GUARD GATE, CONTINUE EASTERLY ON MAIN ROAD FOR 3.7
 LW0801'MILES TO A GOLF CLUBHOUSE ON THE RIGHT, CONTINUE AHEAD ON THE
 LW0801'MAIN ROAD FOR 0.35 MILE TO A FORK, TAKE RIGHT FORK GRADED ROAD,
 LW0801'AND CONTINUE EASTERLY FOR 0.2 MILE TO A HOUSE ON RIGHT AND A
 LW0801'ROAD LEFT, CONTINUE AHEAD OVERHILL FOR 0.15 MILE TO A PRIVATE
 LW0801'ROAD RIGHT AT EDGE OF CLEARED AREA.  THE ROAD RIGHT HAS A
 LW0801'LOCED CABLE ACROSS IT.  GO SOUTH UPHILL ON PRIVATE ROAD FOR
 LW0801'ABOUT 100 YARDS, TURN RIGHT AND GO UPHILL ANOTHER 100
 LW0801'YARDS TO SUMMIT AND STATION AS DESCRIBED.
 LW0801'
 LW0801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0801'ON FISHERS ISLAND.
 LW0801
 LW0801                          STATION RECOVERY (1972)
 LW0801
 LW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW0801'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 LW0801'EXCEPT THAT THE DIRT HAS BEEN REMOVED FROM ROOF OF CONCRETE
 LW0801'BUNKER, AND THE MARK IS NOW EXPOSED TO VIEW.  ORIGINAL
 LW0801'DESCRIPTION TO REACH STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0057 ***********************************************************************
 OG0057  DESIGNATION -  B 82
 OG0057  PID         -  OG0057
 OG0057  STATE/COUNTY-  NY/ORLEANS
 OG0057  USGS QUAD   -  
 OG0057
 OG0057                         *CURRENT SURVEY CONTROL
 OG0057  ___________________________________________________________________
 OG0057* NAD 83(1986)-  43 16 03.     (N)    078 23 26.     (W)     SCALED    
 OG0057* NAVD 88     -       127.713  (meters)     419.01   (feet)  ADJUSTED  
 OG0057  ___________________________________________________________________
 OG0057  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OG0057  DYNAMIC HT  -         127.685 (meters)     418.91  (feet)  COMP
 OG0057  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 OG0057
 OG0057  VERT ORDER  -  SECOND    CLASS 0
 OG0057
 OG0057.The horizontal coordinates were scaled from a topographic map and have
 OG0057.an estimated accuracy of +/- 6 seconds.
 OG0057
 OG0057.The orthometric height was determined by differential leveling
 OG0057.and adjusted by the National Geodetic Survey in June 1991..
 OG0057
 OG0057.The geoid height was determined by GEOID03.
 OG0057
 OG0057.The dynamic height is computed by dividing the NAVD 88
 OG0057.geopotential number by the normal gravity value computed on the
 OG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0057.degrees latitude (g = 980.6199 gals.).
 OG0057
 OG0057.The modeled gravity was interpolated from observed gravity values.
 OG0057
 OG0057;                    North         East    Units  Estimated Accuracy
 OG0057;SPC NY W     -   362,900.      365,650.      MT  (+/- 180 meters Scaled)
 OG0057
 OG0057                          SUPERSEDED SURVEY CONTROL
 OG0057
 OG0057  NGVD 29 (??/??/92)  127.876  (m)          419.54   (f) ADJ UNCH    2 0
 OG0057
 OG0057.Superseded values are not recommended for survey control.
 OG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0057.See file dsdata.txt to determine how the superseded data were derived.
 OG0057
 OG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH117938(NAD 83)
 OG0057_MARKER: DB = BENCH MARK DISK
 OG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0057_STAMPING: B 82 1935
 OG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0057+STABILITY: SURFACE MOTION
 OG0057
 OG0057  HISTORY     - Date     Condition        Report By
 OG0057  HISTORY     - 1935     MONUMENTED       CGS
 OG0057  HISTORY     - 20020319 MARK NOT FOUND   NYDT
 OG0057
 OG0057                          STATION DESCRIPTION
 OG0057
 OG0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OG0057'IN RIDGEWAY.
 OG0057'AT RIDGEWAY ON STATE HIGHWAY 19 183 FEET WEST OF INTERSECTION OF
 OG0057'STATE HIGHWAY 19 AND U.S. 104 90 FEET EAST OF SOUTHEAST CORNER OF A 2
 OG0057'STORY TILE CANNING BUILDING 42 FEET NORTH OF CENTER LINE OF STATE
 OG0057'HIGHWAY 19 AND U.S. 104 A CONCRETE POST, 6 IN. X 6 IN.,
 OG0057'WITH 6 IN. PROJ.
 OG0057
 OG0057                          STATION RECOVERY (2002)
 OG0057
 OG0057'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 OG0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0567 ***********************************************************************
 NA0567  DESIGNATION -  B 83
 NA0567  PID         -  NA0567
 NA0567  STATE/COUNTY-  NY/DELAWARE
 NA0567  USGS QUAD   -  HOBART (1982)
 NA0567
 NA0567                         *CURRENT SURVEY CONTROL
 NA0567  ___________________________________________________________________
 NA0567* NAD 83(1986)-  42 20 31.     (N)    074 43 17.     (W)     SCALED    
 NA0567* NAVD 88     -       461.089  (meters)    1512.76   (feet)  ADJUSTED  
 NA0567  ___________________________________________________________________
 NA0567  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 NA0567  DYNAMIC HT  -         460.922 (meters)    1512.21  (feet)  COMP
 NA0567  MODELED GRAV-     980,245.5   (mgal)                       NAVD 88
 NA0567
 NA0567  VERT ORDER  -  SECOND    CLASS 0
 NA0567
 NA0567.The horizontal coordinates were scaled from a topographic map and have
 NA0567.an estimated accuracy of +/- 6 seconds.
 NA0567
 NA0567.The orthometric height was determined by differential leveling
 NA0567.and adjusted by the National Geodetic Survey in June 1991..
 NA0567
 NA0567.The geoid height was determined by GEOID03.
 NA0567
 NA0567.The dynamic height is computed by dividing the NAVD 88
 NA0567.geopotential number by the normal gravity value computed on the
 NA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0567.degrees latitude (g = 980.6199 gals.).
 NA0567
 NA0567.The modeled gravity was interpolated from observed gravity values.
 NA0567
 NA0567;                    North         East    Units  Estimated Accuracy
 NA0567;SPC NY E     -   389,600.      131,760.      MT  (+/- 180 meters Scaled)
 NA0567
 NA0567                          SUPERSEDED SURVEY CONTROL
 NA0567
 NA0567  NGVD 29 (??/??/92)  461.249  (m)         1513.28   (f) ADJ UNCH    2 0
 NA0567
 NA0567.Superseded values are not recommended for survey control.
 NA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0567.See file dsdata.txt to determine how the superseded data were derived.
 NA0567
 NA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM229877(NAD 83)
 NA0567_MARKER: DB = BENCH MARK DISK
 NA0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0567_STAMPING: B 83 1935
 NA0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0567+STABILITY: SURFACE MOTION
 NA0567
 NA0567  HISTORY     - Date     Condition        Report By
 NA0567  HISTORY     - 1935     MONUMENTED       CGS
 NA0567  HISTORY     - 1942     GOOD             NGS
 NA0567
 NA0567                          STATION DESCRIPTION
 NA0567
 NA0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0567'AT SOUTH KORTRIGHT.
 NA0567'AT SOUTH KORTRIGHT, DELAWARE COUNTY, 680 FEET SOUTHWEST OF THE NEW
 NA0567'YORK CENTRAL RAILROAD STATION, 250 FEET SOUTH OF A CEMETERY, 150 FEET
 NA0567'NORTH OF THE I. MCLEAN 1-STORY FRAME HOUSE, 50 FEET SOUTH OF THE
 NA0567'CENTER OF A MACADAM-ROAD CROSSING, 18 FEET SOUTHEAST OF THE
 NA0567'CENTERLINE OF THE TRACK, 8 FEET NORTH OF NYSEG POLE 2541, 6 FEET EAST
 NA0567'OF A STONE WALL, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND
 NA0567'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 83 1935 AND
 NA0567'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0519 ***********************************************************************
 NA0519  DESIGNATION -  B 84
 NA0519  PID         -  NA0519
 NA0519  STATE/COUNTY-  NY/OTSEGO
 NA0519  USGS QUAD   -  WEST DAVENPORT (1982)
 NA0519
 NA0519                         *CURRENT SURVEY CONTROL
 NA0519  ___________________________________________________________________
 NA0519* NAD 83(1986)-  42 29 25.     (N)    074 58 54.     (W)     SCALED    
 NA0519* NAVD 88     -       341.122  (meters)    1119.16   (feet)  ADJUSTED  
 NA0519  ___________________________________________________________________
 NA0519  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 NA0519  DYNAMIC HT  -         341.005 (meters)    1118.78  (feet)  COMP
 NA0519  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 NA0519
 NA0519  VERT ORDER  -  SECOND    CLASS 0
 NA0519
 NA0519.The horizontal coordinates were scaled from a topographic map and have
 NA0519.an estimated accuracy of +/- 6 seconds.
 NA0519
 NA0519.The orthometric height was determined by differential leveling
 NA0519.and adjusted by the National Geodetic Survey in June 1991..
 NA0519
 NA0519.The geoid height was determined by GEOID03.
 NA0519
 NA0519.The dynamic height is computed by dividing the NAVD 88
 NA0519.geopotential number by the normal gravity value computed on the
 NA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0519.degrees latitude (g = 980.6199 gals.).
 NA0519
 NA0519.The modeled gravity was interpolated from observed gravity values.
 NA0519
 NA0519;                    North         East    Units  Estimated Accuracy
 NA0519;SPC NY E     -   406,170.      110,410.      MT  (+/- 180 meters Scaled)
 NA0519
 NA0519                          SUPERSEDED SURVEY CONTROL
 NA0519
 NA0519  NGVD 29 (??/??/92)  341.247  (m)         1119.57   (f) ADJ UNCH    2 0
 NA0519
 NA0519.Superseded values are not recommended for survey control.
 NA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0519.See file dsdata.txt to determine how the superseded data were derived.
 NA0519
 NA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN015042(NAD 83)
 NA0519_MARKER: DB = BENCH MARK DISK
 NA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0519_STAMPING: B 84 1935
 NA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0519+STABILITY: SURFACE MOTION
 NA0519
 NA0519  HISTORY     - Date     Condition        Report By
 NA0519  HISTORY     - 1935     MONUMENTED       CGS
 NA0519
 NA0519                          STATION DESCRIPTION
 NA0519
 NA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0519'AT COLLIERS.
 NA0519'AT COLLIERS, OTSEGO COUNTY, ON THE DELAWARE AND HUDSON RAILROAD,
 NA0519'ABOUT 100 FEET NORTH OF THE STATION, 65 FEET WEST OF THE WEST RAIL,
 NA0519'IN THE MIDDLE OF A 60-BY-200-FOOT LAWN, AND LEVEL WITH THE TOP OF THE
 NA0519'RAIL.  A STANDARD DISK, STAMPED B 84 1935 AND SET IN THE TOP OF A
 NA0519'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0039 ***********************************************************************
 NC0039  DESIGNATION -  B 85
 NC0039  PID         -  NC0039
 NC0039  STATE/COUNTY-  NY/WYOMING
 NC0039  USGS QUAD   -  JOHNSONBURG (1966)
 NC0039
 NC0039                         *CURRENT SURVEY CONTROL
 NC0039  ___________________________________________________________________
 NC0039* NAD 83(1986)-  42 42 51.     (N)    078 20 11.     (W)     SCALED    
 NC0039* NAVD 88     -       425.403  (meters)    1395.68   (feet)  ADJUSTED  
 NC0039  ___________________________________________________________________
 NC0039  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NC0039  DYNAMIC HT  -         425.261 (meters)    1395.21  (feet)  COMP
 NC0039  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NC0039
 NC0039  VERT ORDER  -  SECOND    CLASS 0
 NC0039
 NC0039.The horizontal coordinates were scaled from a topographic map and have
 NC0039.an estimated accuracy of +/- 6 seconds.
 NC0039
 NC0039.The orthometric height was determined by differential leveling
 NC0039.and adjusted by the National Geodetic Survey in June 1991..
 NC0039
 NC0039.The geoid height was determined by GEOID03.
 NC0039
 NC0039.The dynamic height is computed by dividing the NAVD 88
 NC0039.geopotential number by the normal gravity value computed on the
 NC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0039.degrees latitude (g = 980.6199 gals.).
 NC0039
 NC0039.The modeled gravity was interpolated from observed gravity values.
 NC0039
 NC0039;                    North         East    Units  Estimated Accuracy
 NC0039;SPC NY W     -   301,450.      370,230.      MT  (+/- 180 meters Scaled)
 NC0039
 NC0039                          SUPERSEDED SURVEY CONTROL
 NC0039
 NC0039  NGVD 29 (??/??/92)  425.531  (m)         1396.10   (f) ADJ UNCH    2 0
 NC0039
 NC0039.Superseded values are not recommended for survey control.
 NC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0039.See file dsdata.txt to determine how the superseded data were derived.
 NC0039
 NC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH181325(NAD 83)
 NC0039_MARKER: DB = BENCH MARK DISK
 NC0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0039_STAMPING: B 85 1935
 NC0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0039+STABILITY: SURFACE MOTION
 NC0039
 NC0039  HISTORY     - Date     Condition        Report By
 NC0039  HISTORY     - 1935     MONUMENTED       CGS
 NC0039
 NC0039                          STATION DESCRIPTION
 NC0039
 NC0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0039'1.9 MI S FROM JOHNSONBURG.
 NC0039'1.9 MILES SOUTH OF JOHNSONBURG ON A. AND A.R.R. AT HUBINS CROSSING 20
 NC0039'FEET SOUTHEAST OF GRADE CROSSING 14 FEET EAST OF CENTER LINE OF TRACK
 NC0039'1 FOOT ABOVE TOP OF RAIL A CONCRETE POST WITH 4 IN. PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0130 ***********************************************************************
 NC0130  DESIGNATION -  B 86
 NC0130  PID         -  NC0130
 NC0130  STATE/COUNTY-  NY/ALLEGANY
 NC0130  USGS QUAD   -  ANGELICA (1978)
 NC0130
 NC0130                         *CURRENT SURVEY CONTROL
 NC0130  ___________________________________________________________________
 NC0130* NAD 83(1986)-  42 19 04.     (N)    078 05 55.     (W)     SCALED    
 NC0130* NAVD 88     -       402.655  (meters)    1321.04   (feet)  ADJUSTED  
 NC0130  ___________________________________________________________________
 NC0130  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 NC0130  DYNAMIC HT  -         402.514 (meters)    1320.58  (feet)  COMP
 NC0130  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 NC0130
 NC0130  VERT ORDER  -  SECOND    CLASS 0
 NC0130
 NC0130.The horizontal coordinates were scaled from a topographic map and have
 NC0130.an estimated accuracy of +/- 6 seconds.
 NC0130
 NC0130.The orthometric height was determined by differential leveling
 NC0130.and adjusted by the National Geodetic Survey in June 1991..
 NC0130
 NC0130.The geoid height was determined by GEOID03.
 NC0130
 NC0130.The dynamic height is computed by dividing the NAVD 88
 NC0130.geopotential number by the normal gravity value computed on the
 NC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0130.degrees latitude (g = 980.6199 gals.).
 NC0130
 NC0130.The modeled gravity was interpolated from observed gravity values.
 NC0130
 NC0130;                    North         East    Units  Estimated Accuracy
 NC0130;SPC NY W     -   257,500.      389,960.      MT  (+/- 180 meters Scaled)
 NC0130
 NC0130                          SUPERSEDED SURVEY CONTROL
 NC0130
 NC0130  NGVD 29 (??/??/92)  402.810  (m)         1321.55   (f) ADJ UNCH    2 0
 NC0130
 NC0130.Superseded values are not recommended for survey control.
 NC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0130.See file dsdata.txt to determine how the superseded data were derived.
 NC0130
 NC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG390891(NAD 83)
 NC0130_MARKER: DB = BENCH MARK DISK
 NC0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0130_STAMPING: B 86 1935
 NC0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0130+STABILITY: SURFACE MOTION
 NC0130
 NC0130  HISTORY     - Date     Condition        Report By
 NC0130  HISTORY     - 1935     MONUMENTED       CGS
 NC0130
 NC0130                          STATION DESCRIPTION
 NC0130
 NC0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0130'1.9 MI S FROM BELFAST.
 NC0130'1.9 MILES SOUTH OF BELFAST ON STATE HIGHWAY 19 18 FEET SOUTH OF
 NC0130'HIGHWAY STATION 285+62 38 FEET SOUTH OF CULVERT 18 FEET SOUTH OF
 NC0130'ELECTRIC POLE 23 FEET WEST OF CENTER LINE OF HIGHWAY 6 INCHES ABOVE
 NC0130'FINISHED GRADE A CONCRETE POST WITH 6 IN. PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0562 ***********************************************************************
 NC0562  DESIGNATION -  B 88
 NC0562  PID         -  NC0562
 NC0562  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0562  USGS QUAD   -  DUNKIRK (1979)
 NC0562
 NC0562                         *CURRENT SURVEY CONTROL
 NC0562  ___________________________________________________________________
 NC0562* NAD 83(1986)-  42 26 40.     (N)    079 19 22.     (W)     SCALED    
 NC0562* NAVD 88     -       232.756  (meters)     763.63   (feet)  ADJUSTED  
 NC0562  ___________________________________________________________________
 NC0562  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NC0562  DYNAMIC HT  -         232.679 (meters)     763.38  (feet)  COMP
 NC0562  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NC0562
 NC0562  VERT ORDER  -  SECOND    CLASS 0
 NC0562
 NC0562.The horizontal coordinates were scaled from a topographic map and have
 NC0562.an estimated accuracy of +/- 6 seconds.
 NC0562
 NC0562.The orthometric height was determined by differential leveling
 NC0562.and adjusted by the National Geodetic Survey in November 1993..
 NC0562
 NC0562.The geoid height was determined by GEOID03.
 NC0562
 NC0562.The dynamic height is computed by dividing the NAVD 88
 NC0562.geopotential number by the normal gravity value computed on the
 NC0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0562.degrees latitude (g = 980.6199 gals.).
 NC0562
 NC0562.The modeled gravity was interpolated from observed gravity values.
 NC0562
 NC0562;                    North         East    Units  Estimated Accuracy
 NC0562;SPC NY W     -   271,720.      289,170.      MT  (+/- 180 meters Scaled)
 NC0562
 NC0562                          SUPERSEDED SURVEY CONTROL
 NC0562
 NC0562  NAVD 88 (06/15/91)  232.720  (m)          763.52   (f) UNKNOWN     2 0
 NC0562  NGVD 29 (??/??/92)  232.900  (m)          764.11   (f) ADJ UNCH    2 0
 NC0562
 NC0562.Superseded values are not recommended for survey control.
 NC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0562.See file dsdata.txt to determine how the superseded data were derived.
 NC0562
 NC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH379004(NAD 83)
 NC0562_MARKER: DB = BENCH MARK DISK
 NC0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0562_SP_SET: BUILDING
 NC0562_STAMPING: B 88 1935
 NC0562_MARK LOGO: CGS   
 NC0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0562
 NC0562  HISTORY     - Date     Condition        Report By
 NC0562  HISTORY     - 1935     MONUMENTED       CGS
 NC0562  HISTORY     - 19930307 GOOD             LOCENG
 NC0562  HISTORY     - 19990418 GOOD             USPSQD
 NC0562
 NC0562                          STATION DESCRIPTION
 NC0562
 NC0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0562'IN FREDONIA.
 NC0562'AT FREDONIA ON N.Y.C.R.R. (WARREN BRANCH) 35 FEET NORTH OF STATION 45
 NC0562'FEET NORTH OF CENTER LINE OF HIGHWAY US 20 22 FEET EAST OF EAST RAIL
 NC0562'ON AMERICAN GRAPE JUICE CORP. BUILDING ON WEST FACE OF WATER TABLE 4
 NC0562'FEET NORTH OF SOUTHWEST CORNER 1 FOOT ABOVE TOP OF RAIL A VERTICAL
 NC0562'MARK.
 NC0562
 NC0562                          STATION RECOVERY (1993)
 NC0562
 NC0562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 NC0562'RECOVERED IN GOOD CONDITION.
 NC0562
 NC0562                          STATION RECOVERY (1999)
 NC0562
 NC0562'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0605 ***********************************************************************
 NC0605  DESIGNATION -  B 89
 NC0605  PID         -  NC0605
 NC0605  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0605  USGS QUAD   -  PANAMA (1976)
 NC0605
 NC0605                         *CURRENT SURVEY CONTROL
 NC0605  ___________________________________________________________________
 NC0605* NAD 83(1986)-  42 02 26.     (N)    079 25 03.     (W)     SCALED    
 NC0605* NAVD 88     -       440.733  (meters)    1445.97   (feet)  ADJUSTED  
 NC0605  ___________________________________________________________________
 NC0605  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NC0605  DYNAMIC HT  -         440.559 (meters)    1445.40  (feet)  COMP
 NC0605  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 NC0605
 NC0605  VERT ORDER  -  SECOND    CLASS 0
 NC0605
 NC0605.The horizontal coordinates were scaled from a topographic map and have
 NC0605.an estimated accuracy of +/- 6 seconds.
 NC0605
 NC0605.The orthometric height was determined by differential leveling
 NC0605.and adjusted by the National Geodetic Survey in June 1991..
 NC0605
 NC0605.The geoid height was determined by GEOID03.
 NC0605
 NC0605.The dynamic height is computed by dividing the NAVD 88
 NC0605.geopotential number by the normal gravity value computed on the
 NC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0605.degrees latitude (g = 980.6199 gals.).
 NC0605
 NC0605.The modeled gravity was interpolated from observed gravity values.
 NC0605
 NC0605;                    North         East    Units  Estimated Accuracy
 NC0605;SPC NY W     -   226,940.      280,940.      MT  (+/- 180 meters Scaled)
 NC0605
 NC0605                          SUPERSEDED SURVEY CONTROL
 NC0605
 NC0605  NGVD 29 (??/??/92)  440.881  (m)         1446.46   (f) ADJ UNCH    2 0
 NC0605
 NC0605.Superseded values are not recommended for survey control.
 NC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0605.See file dsdata.txt to determine how the superseded data were derived.
 NC0605
 NC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG309554(NAD 83)
 NC0605_MARKER: DB = BENCH MARK DISK
 NC0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0605_SP_SET: BRIDGE
 NC0605_STAMPING: B 89 1935
 NC0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0605
 NC0605  HISTORY     - Date     Condition        Report By
 NC0605  HISTORY     - 1935     MONUMENTED       CGS
 NC0605  HISTORY     - 19961110 GOOD             USPSQD
 NC0605
 NC0605                          STATION DESCRIPTION
 NC0605
 NC0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0605'IN WATTS FLATS.
 NC0605'AT WATTS FLATS ON ERIE R.R. 410 FEET SOUTHWEST OF STATION ON BRIDGE
 NC0605'NO. 45/10 (40-FOOT SPAN GIRDER) ON WEST ABUTMENT, 13 FEET SOUTH OF
 NC0605'SOUTH RAIL 14 FEET BELOW TOP OF RAIL.
 NC0605
 NC0605                          STATION RECOVERY (1996)
 NC0605
 NC0605'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0998 ***********************************************************************
 NB0998  DESIGNATION -  B 94
 NB0998  PID         -  NB0998
 NB0998  STATE/COUNTY-  NY/YATES
 NB0998  USGS QUAD   -  KEUKA PARK (1942)
 NB0998
 NB0998                         *CURRENT SURVEY CONTROL
 NB0998  ___________________________________________________________________
 NB0998* NAD 83(1986)-  42 37 22.     (N)    077 04 19.     (W)     SCALED    
 NB0998* NAVD 88     -       236.937  (meters)     777.35   (feet)  ADJUSTED  
 NB0998  ___________________________________________________________________
 NB0998  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NB0998  DYNAMIC HT  -         236.863 (meters)     777.11  (feet)  COMP
 NB0998  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 NB0998
 NB0998  VERT ORDER  -  SECOND    CLASS 0
 NB0998
 NB0998.The horizontal coordinates were scaled from a topographic map and have
 NB0998.an estimated accuracy of +/- 6 seconds.
 NB0998
 NB0998.The orthometric height was determined by differential leveling
 NB0998.and adjusted by the National Geodetic Survey in June 1991..
 NB0998
 NB0998.The geoid height was determined by GEOID03.
 NB0998
 NB0998.The dynamic height is computed by dividing the NAVD 88
 NB0998.geopotential number by the normal gravity value computed on the
 NB0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0998.degrees latitude (g = 980.6199 gals.).
 NB0998
 NB0998.The modeled gravity was interpolated from observed gravity values.
 NB0998
 NB0998;                    North         East    Units  Estimated Accuracy
 NB0998;SPC NY C     -   291,380.      209,920.      MT  (+/- 180 meters Scaled)
 NB0998
 NB0998                          SUPERSEDED SURVEY CONTROL
 NB0998
 NB0998  NGVD 29 (??/??/92)  237.092  (m)          777.86   (f) ADJ UNCH    2 0
 NB0998
 NB0998.Superseded values are not recommended for survey control.
 NB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0998.See file dsdata.txt to determine how the superseded data were derived.
 NB0998
 NB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN300210(NAD 83)
 NB0998_MARKER: DD = SURVEY DISK
 NB0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0998_STAMPING: B-94--1935
 NB0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0998+STABILITY: SURFACE MOTION
 NB0998
 NB0998  HISTORY     - Date     Condition        Report By
 NB0998  HISTORY     - 1935     MONUMENTED       CGS
 NB0998  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NB0998  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0998  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0998  HISTORY     - 20010723 MARK NOT FOUND   USPSQD
 NB0998
 NB0998                          STATION DESCRIPTION
 NB0998
 NB0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0998'3.2 MI SW FROM PENN YAN.
 NB0998'IS LOCATED 3.2 MILES SOUTH OF THE COUNTY COURT HOUSE AT PENN YAN.
 NB0998'65 FT. NORTH OF 30 IN. IRON PIPE CULVERT UNDER HIGHWAY, 49 FT. NORTH
 NB0998'OF CENTERLINE OF ENTRANCE DRIVE TO HAROLD L. ALLING HOUSE. 18 FT.
 NB0998'WEST OF CENTERLINE OF STATE HY. NO. 54 A. 0.8 FT. WEST OF FENCE LINE
 NB0998'TABLET SET IN TOP OF CONCRETE POST 2 IN. HIGH.
 NB0998
 NB0998                          STATION RECOVERY (1987)
 NB0998
 NB0998'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHS)
 NB0998'MARK NOT FOUND.
 NB0998
 NB0998                          STATION RECOVERY (1988)
 NB0998
 NB0998'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0998'MARK NOT FOUND.
 NB0998
 NB0998                          STATION RECOVERY (1994)
 NB0998
 NB0998'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0998'MARK NOT FOUND.
 NB0998
 NB0998                          STATION RECOVERY (2001)
 NB0998
 NB0998'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NB0998'ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0846 ***********************************************************************
 NB0846  DESIGNATION -  B 95
 NB0846  PID         -  NB0846
 NB0846  STATE/COUNTY-  NY/ONTARIO
 NB0846  USGS QUAD   -  VICTOR (1978)
 NB0846
 NB0846                         *CURRENT SURVEY CONTROL
 NB0846  ___________________________________________________________________
 NB0846* NAD 83(1986)-  42 55 55.     (N)    077 29 44.     (W)     SCALED    
 NB0846* NAVD 88     -       271.603  (meters)     891.08   (feet)  ADJUSTED  
 NB0846  ___________________________________________________________________
 NB0846  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NB0846  DYNAMIC HT  -         271.524 (meters)     890.83  (feet)  COMP
 NB0846  MODELED GRAV-     980,324.7   (mgal)                       NAVD 88
 NB0846
 NB0846  VERT ORDER  -  SECOND    CLASS 0
 NB0846
 NB0846.The horizontal coordinates were scaled from a topographic map and have
 NB0846.an estimated accuracy of +/- 6 seconds.
 NB0846
 NB0846.The orthometric height was determined by differential leveling
 NB0846.and adjusted by the National Geodetic Survey in June 1991..
 NB0846
 NB0846.The geoid height was determined by GEOID03.
 NB0846
 NB0846.The dynamic height is computed by dividing the NAVD 88
 NB0846.geopotential number by the normal gravity value computed on the
 NB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0846.degrees latitude (g = 980.6199 gals.).
 NB0846
 NB0846.The modeled gravity was interpolated from observed gravity values.
 NB0846
 NB0846;                    North         East    Units  Estimated Accuracy
 NB0846;SPC NY C     -   326,010.      175,540.      MT  (+/- 180 meters Scaled)
 NB0846
 NB0846                          SUPERSEDED SURVEY CONTROL
 NB0846
 NB0846  NGVD 29 (??/??/92)  271.735  (m)          891.52   (f) ADJ UNCH    2 0
 NB0846
 NB0846.Superseded values are not recommended for survey control.
 NB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0846.See file dsdata.txt to determine how the superseded data were derived.
 NB0846
 NB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN963562(NAD 83)
 NB0846_MARKER: DB = BENCH MARK DISK
 NB0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0846_STAMPING: B 95 1935
 NB0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0846+STABILITY: SURFACE MOTION
 NB0846
 NB0846  HISTORY     - Date     Condition        Report By
 NB0846  HISTORY     - 1935     MONUMENTED       CGS
 NB0846  HISTORY     - 1942     GOOD             NGS
 NB0846  HISTORY     - 1971     MARK NOT FOUND   USGS
 NB0846  HISTORY     - 1982     GOOD             NGS
 NB0846  HISTORY     - 1989     GOOD             USPSQD
 NB0846  HISTORY     - 20050612 GOOD             USPSQD
 NB0846
 NB0846                          STATION DESCRIPTION
 NB0846
 NB0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0846'AT IONIA.
 NB0846'TO REACH FROM THE RAILROAD STATION AT IONIA, PROCEED 65.0 YARDS
 NB0846'WEST ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD, TO SITE OF
 NB0846'BENCH MARK. BENCH MARK IS ABOUT 17.0 YARDS EAST OF THE WEST END
 NB0846'OF A BANK CUT, 24.0 FEET NORTH OF AND ABOUT 3.0 FEET ABOVE THE
 NB0846'CENTERLINE OF RAILROAD BED. IT IS 9.0 FEET SOUTH OF THE RIGHT OF
 NB0846'WAY FENCE. MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 NB0846'MARKER POST, AND PROJECTS 0.3 FOOT. A DISK SET HORIZONTALLY IN TOP
 NB0846'OF A PRECAST CONCRETE POST. NOTE--ALL TIES ARE REMOVED
 NB0846
 NB0846                          STATION RECOVERY (1971)
 NB0846
 NB0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NB0846'MARK NOT FOUND.
 NB0846
 NB0846                          STATION RECOVERY (1982)
 NB0846
 NB0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0846'THE MARK IS BEHIND A MOBILE HOME WHICH SERVES AS THE POST OFFICE FOR
 NB0846'IONIA AND IS NORTHEAST OF THE FIRE STATION. IT IS 64.6 METERS (212.0
 NB0846'FT) NORTH OF THE CENTER OF COUNTY ROAD 14, 30.2 METERS (99.0 FT)
 NB0846'NORTH OF THE NORTHEAST CORNER OF A BUILDING BEHIND THE POST OFFICE,
 NB0846'29.9 METERS (98.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE
 NB0846'BUILDING, 2.1 METERS (7.0 FT) NORTH OF A APPLE TREE AND 0.3 METER
 NB0846'(1.0 FT) WEST OF A CARSONITE WITNESS POST AND SIGN.
 NB0846
 NB0846                          STATION RECOVERY (1989)
 NB0846
 NB0846'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMR)
 NB0846'RECOVERED IN GOOD CONDITION.
 NB0846
 NB0846                          STATION RECOVERY (2005)
 NB0846
 NB0846'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1121 ***********************************************************************
 NB1121  DESIGNATION -  B 96
 NB1121  PID         -  NB1121
 NB1121  STATE/COUNTY-  NY/STEUBEN
 NB1121  USGS QUAD   -  BATH (1978)
 NB1121
 NB1121                         *CURRENT SURVEY CONTROL
 NB1121  ___________________________________________________________________
 NB1121* NAD 83(1986)-  42 20 52.     (N)    077 20 31.     (W)     SCALED    
 NB1121* NAVD 88     -       341.275  (meters)    1119.67   (feet)  ADJUSTED  
 NB1121  ___________________________________________________________________
 NB1121  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 NB1121  DYNAMIC HT  -         341.153 (meters)    1119.27  (feet)  COMP
 NB1121  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 NB1121
 NB1121  VERT ORDER  -  SECOND    CLASS 0
 NB1121
 NB1121.The horizontal coordinates were scaled from a topographic map and have
 NB1121.an estimated accuracy of +/- 6 seconds.
 NB1121
 NB1121.The orthometric height was determined by differential leveling
 NB1121.and adjusted by the National Geodetic Survey in June 1991..
 NB1121
 NB1121.The geoid height was determined by GEOID03.
 NB1121
 NB1121.The dynamic height is computed by dividing the NAVD 88
 NB1121.geopotential number by the normal gravity value computed on the
 NB1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1121.degrees latitude (g = 980.6199 gals.).
 NB1121
 NB1121.The modeled gravity was interpolated from observed gravity values.
 NB1121
 NB1121;                    North         East    Units  Estimated Accuracy
 NB1121;SPC NY C     -   261,000.      187,500.      MT  (+/- 180 meters Scaled)
 NB1121
 NB1121                          SUPERSEDED SURVEY CONTROL
 NB1121
 NB1121  NGVD 29 (??/??/92)  341.405  (m)         1120.09   (f) ADJ UNCH    2 0
 NB1121
 NB1121.Superseded values are not recommended for survey control.
 NB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1121.See file dsdata.txt to determine how the superseded data were derived.
 NB1121
 NB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM071910(NAD 83)
 NB1121_MARKER: DB = BENCH MARK DISK
 NB1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1121_STAMPING: B-96--1935
 NB1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1121+STABILITY: SURFACE MOTION
 NB1121
 NB1121  HISTORY     - Date     Condition        Report By
 NB1121  HISTORY     - 1935     MONUMENTED       CGS
 NB1121  HISTORY     - 19941104 MARK NOT FOUND   USPSQD
 NB1121
 NB1121                          STATION DESCRIPTION
 NB1121
 NB1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB1121'1.4 MI NW FROM BATH.
 NB1121'IS LOCATED 1.4 MILES NORTHWEST OF THE ERIE DEPOT. 120 YARDS SOUTH OF
 NB1121'MILE POST NO. 312. 64 FT. NORTH OF CENTERLINE OF A GRADE CROSSING. 16
 NB1121'FT. EAST OF EAST RAIL. 32 FT. WEST OF CENTERLINE OF STATE HY. NO. 2.
 NB1121'TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 NB1121
 NB1121                          STATION RECOVERY (1994)
 NB1121
 NB1121'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0094 ***********************************************************************
 OE0094  DESIGNATION -  B 97
 OE0094  PID         -  OE0094
 OE0094  STATE/COUNTY-  NY/HAMILTON
 OE0094  USGS QUAD   -  
 OE0094
 OE0094                         *CURRENT SURVEY CONTROL
 OE0094  ___________________________________________________________________
 OE0094* NAD 83(1986)-  43 50 25.     (N)    074 23 04.     (W)     SCALED    
 OE0094* NAVD 88     -       541.978  (meters)    1778.14   (feet)  ADJUSTED  
 OE0094  ___________________________________________________________________
 OE0094  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE0094  DYNAMIC HT  -         541.856 (meters)    1777.74  (feet)  COMP
 OE0094  MODELED GRAV-     980,375.6   (mgal)                       NAVD 88
 OE0094
 OE0094  VERT ORDER  -  SECOND    CLASS 0
 OE0094
 OE0094.The horizontal coordinates were scaled from a topographic map and have
 OE0094.an estimated accuracy of +/- 6 seconds.
 OE0094
 OE0094.The orthometric height was determined by differential leveling
 OE0094.and adjusted by the National Geodetic Survey in June 1991..
 OE0094
 OE0094.The geoid height was determined by GEOID03.
 OE0094
 OE0094.The dynamic height is computed by dividing the NAVD 88
 OE0094.geopotential number by the normal gravity value computed on the
 OE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0094.degrees latitude (g = 980.6199 gals.).
 OE0094
 OE0094.The modeled gravity was interpolated from observed gravity values.
 OE0094
 OE0094;                    North         East    Units  Estimated Accuracy
 OE0094;SPC NY E     -   556,030.      159,290.      MT  (+/- 180 meters Scaled)
 OE0094
 OE0094                          SUPERSEDED SURVEY CONTROL
 OE0094
 OE0094  NGVD 29 (??/??/92)  542.044  (m)         1778.36   (f) ADJ UNCH    2 0
 OE0094
 OE0094.Superseded values are not recommended for survey control.
 OE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0094.See file dsdata.txt to determine how the superseded data were derived.
 OE0094
 OE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP494543(NAD 83)
 OE0094_MARKER: DB = BENCH MARK DISK
 OE0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0094_SP_SET: BRIDGE
 OE0094_STAMPING: B 97 1935
 OE0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0094
 OE0094  HISTORY     - Date     Condition        Report By
 OE0094  HISTORY     - 1935     MONUMENTED       CGS
 OE0094  HISTORY     - 1942     GOOD             NGS
 OE0094
 OE0094                          STATION DESCRIPTION
 OE0094
 OE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0094'3.1 MI SE FROM BLUE MOUNTAIN LAKE.
 OE0094'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO.10, AT BLUE MONTAIN
 OE0094'LAKE, PROCEED 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO.28, TO A
 OE0094'CONCRETE BRIDGE OVER ROCK RIVER, AND SITE OF BENCH MARK. BENCH MARK IS
 OE0094'SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 OE0094'WINGWALL OF BRIDGE.  IT IS 14.5 FEET NORTH OF AND LEVEL WITH THE
 OE0094'CENTERLINE OF HIGHWAY. A DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0105 ***********************************************************************
 OE0105  DESIGNATION -  B 98
 OE0105  PID         -  OE0105
 OE0105  STATE/COUNTY-  NY/HAMILTON
 OE0105  USGS QUAD   -  
 OE0105
 OE0105                         *CURRENT SURVEY CONTROL
 OE0105  ___________________________________________________________________
 OE0105* NAD 83(1986)-  43 38 08.     (N)    074 23 37.     (W)     SCALED    
 OE0105* NAVD 88     -       521.082  (meters)    1709.58   (feet)  ADJUSTED  
 OE0105  ___________________________________________________________________
 OE0105  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 OE0105  DYNAMIC HT  -         520.950 (meters)    1709.15  (feet)  COMP
 OE0105  MODELED GRAV-     980,349.9   (mgal)                       NAVD 88
 OE0105
 OE0105  VERT ORDER  -  SECOND    CLASS 0
 OE0105
 OE0105.The horizontal coordinates were scaled from a topographic map and have
 OE0105.an estimated accuracy of +/- 6 seconds.
 OE0105
 OE0105.The orthometric height was determined by differential leveling
 OE0105.and adjusted by the National Geodetic Survey in June 1991..
 OE0105
 OE0105.The geoid height was determined by GEOID03.
 OE0105
 OE0105.The dynamic height is computed by dividing the NAVD 88
 OE0105.geopotential number by the normal gravity value computed on the
 OE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0105.degrees latitude (g = 980.6199 gals.).
 OE0105
 OE0105.The modeled gravity was interpolated from observed gravity values.
 OE0105
 OE0105;                    North         East    Units  Estimated Accuracy
 OE0105;SPC NY E     -   533,280.      158,580.      MT  (+/- 180 meters Scaled)
 OE0105
 OE0105                          SUPERSEDED SURVEY CONTROL
 OE0105
 OE0105  NGVD 29 (??/??/92)  521.159  (m)         1709.84   (f) ADJ UNCH    2 0
 OE0105
 OE0105.Superseded values are not recommended for survey control.
 OE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0105.See file dsdata.txt to determine how the superseded data were derived.
 OE0105
 OE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP489315(NAD 83)
 OE0105_MARKER: DB = BENCH MARK DISK
 OE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0105_STAMPING: B-98--1935
 OE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0105+STABILITY: SURFACE MOTION
 OE0105
 OE0105  HISTORY     - Date     Condition        Report By
 OE0105  HISTORY     - 1935     MONUMENTED       CGS
 OE0105
 OE0105                          STATION DESCRIPTION
 OE0105
 OE0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0105'13.3 MI SW FROM INDIAN LAKE.
 OE0105'IS LOCATED 13.3 MILES SOUTHWEST OF THE INDIAN LAKE SCHOOL BUILDING.
 OE0105'1.5 MILES SOUTH OF INLET TO INDIAN LAKE. 58 FT. EAST OF CENTERLINE OF
 OE0105'OLD ROAD BED NO. 10. POST SET UP AGAINST A LARGE BOULDER.  TABLET SET
 OE0105'IN TOP OF CONCRETE POST 8 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0159 ***********************************************************************
 OE0159  DESIGNATION -  B 99
 OE0159  PID         -  OE0159
 OE0159  STATE/COUNTY-  NY/FULTON
 OE0159  USGS QUAD   -  NORTHVILLE (1970)
 OE0159
 OE0159                         *CURRENT SURVEY CONTROL
 OE0159  ___________________________________________________________________
 OE0159* NAD 83(1986)-  43 10 39.     (N)    074 12 21.     (W)     SCALED    
 OE0159* NAVD 88     -       243.412  (meters)     798.59   (feet)  ADJUSTED  
 OE0159  ___________________________________________________________________
 OE0159  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 OE0159  DYNAMIC HT  -         243.351 (meters)     798.39  (feet)  COMP
 OE0159  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 OE0159
 OE0159  VERT ORDER  -  SECOND    CLASS 0
 OE0159
 OE0159.The horizontal coordinates were scaled from a topographic map and have
 OE0159.an estimated accuracy of +/- 6 seconds.
 OE0159
 OE0159.The orthometric height was determined by differential leveling
 OE0159.and adjusted by the National Geodetic Survey in June 1991..
 OE0159
 OE0159.The geoid height was determined by GEOID03.
 OE0159
 OE0159.The dynamic height is computed by dividing the NAVD 88
 OE0159.geopotential number by the normal gravity value computed on the
 OE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0159.degrees latitude (g = 980.6199 gals.).
 OE0159
 OE0159.The modeled gravity was interpolated from observed gravity values.
 OE0159
 OE0159;                    North         East    Units  Estimated Accuracy
 OE0159;SPC NY E     -   482,430.      173,920.      MT  (+/- 180 meters Scaled)
 OE0159
 OE0159                          SUPERSEDED SURVEY CONTROL
 OE0159
 OE0159  NGVD 29 (??/??/92)  243.540  (m)          799.01   (f) ADJ UNCH    2 0
 OE0159
 OE0159.Superseded values are not recommended for survey control.
 OE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0159.See file dsdata.txt to determine how the superseded data were derived.
 OE0159
 OE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN645808(NAD 83)
 OE0159_MARKER: DB = BENCH MARK DISK
 OE0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0159_STAMPING: B-99--1935
 OE0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0159+STABILITY: SURFACE MOTION
 OE0159
 OE0159  HISTORY     - Date     Condition        Report By
 OE0159  HISTORY     - 1935     MONUMENTED       CGS
 OE0159  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 OE0159
 OE0159                          STATION DESCRIPTION
 OE0159
 OE0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0159'4.4 MI S FROM NORTHVILLE.
 OE0159'IS LOCATED 4.4 MILES SOUTH OF THE MAIN STREET CROSSING WITH STATE HY.
 OE0159'NO. 30.  1.5 MILES NORTH OF CRANBERRY CREEK BRIDGE. 80 YDS. NORTHEAST
 OE0159'OF FARM ROAD ENTRANCE FROM SOUTH.  70 YDS. SOUTHWEST OF 2 X 2 FT.
 OE0159'CONCRETE CULVERT.  33.5 FT. NORTHWEST OF CENTERLINE OF HY.  11 FT.
 OE0159'SOUTHWEST OF FENCE CORNER.  1.5 FT. SOUTHEAST OF FENCE LINE.  TABLET
 OE0159'SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 OE0159
 OE0159                          STATION RECOVERY (2004)
 OE0159
 OE0159'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0210 ***********************************************************************
 PJ0210  DESIGNATION -  B IWC
 PJ0210  PID         -  PJ0210
 PJ0210  STATE/COUNTY-  NY/JEFFERSON
 PJ0210  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0210
 PJ0210                         *CURRENT SURVEY CONTROL
 PJ0210  ___________________________________________________________________
 PJ0210* NAD 83(1996)-  44 20 57.54106(N)    076 00 13.86939(W)     ADJUSTED  
 PJ0210* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PJ0210  ___________________________________________________________________
 PJ0210  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 PJ0210  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 PJ0210
 PJ0210  HORZ ORDER  -  THIRD
 PJ0210
 PJ0210.The horizontal coordinates were established by classical geodetic methods
 PJ0210.and adjusted by the National Geodetic Survey in January 1999..
 PJ0210
 PJ0210.The orthometric height was scaled from a topographic map.
 PJ0210
 PJ0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0210
 PJ0210.The geoid height was determined by GEOID03.
 PJ0210
 PJ0210;                    North         East     Units Scale Factor Converg.
 PJ0210;SPC NY C     -   483,241.050   296,201.517   MT  0.99996374   +0 24 18.3
 PJ0210;SPC NY C     - 1,585,433.34    971,787.81   sFT  0.99996374   +0 24 18.3
 PJ0210;UTM  18      - 4,911,161.876   419,990.613   MT  0.99967873   -0 42 06.3
 PJ0210
 PJ0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0210!SPC NY C     -   0.99999460  x   0.99996374  =   0.99995834
 PJ0210!UTM  18      -   0.99999460  x   0.99967873  =   0.99967334
 PJ0210
 PJ0210|---------------------------------------------------------------------|
 PJ0210| PID    Reference Object                     Distance      Geod. Az  |
 PJ0210|                                                           dddmmss.s |
 PJ0210| PJ0209 REF MON 73=C                        139.699 METERS 09744     |
 PJ0210| PJ0207 P IWC                               416.938 METERS 1504857.5 |
 PJ0210| PJ0212 O IWC                               310.122 METERS 21641     |
 PJ0210|---------------------------------------------------------------------|
 PJ0210
 PJ0210                          SUPERSEDED SURVEY CONTROL
 PJ0210
 PJ0210  NAD 83(1986)-  44 20 57.54491(N)    076 00 13.86954(W) AD(       ) 3
 PJ0210  NAD 27      -  44 20 57.40200(N)    076 00 15.04100(W) AD(       ) 3
 PJ0210
 PJ0210.Superseded values are not recommended for survey control.
 PJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0210.See file dsdata.txt to determine how the superseded data were derived.
 PJ0210
 PJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1999111162(NAD 83)
 PJ0210_MARKER: DD = SURVEY DISK
 PJ0210_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0210_SP_SET: SET IN ROCK OUTCROP
 PJ0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0210+STABILITY: POSITION/ELEVATION WELL
 PJ0210
 PJ0210  HISTORY     - Date     Condition        Report By
 PJ0210  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0210  HISTORY     - 1957     GOOD             IBC
 PJ0210
 PJ0210                          STATION DESCRIPTION
 PJ0210
 PJ0210'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0210'BETWEEN WELLS ISLAND AND LYNEDOCH ISLAND IN THE ST LAWRENCE RIVER.
 PJ0210'ABOUT 1600 FEET WEST OF THE WESTERN POINT OF HILL ISLAND.  ON THE
 PJ0210'SMALL ISLAND ON WHICH LINDOE ISLAND LIGHTHOUSE STANDS.  THE STATION
 PJ0210'IS ON THE EXTREME WESTERN POINT OF THE ISLAND.  ON A SHARP ROCK BLUFF
 PJ0210'DIPPING TO THE WATER IN A WESTERLY DIRECTION.  IT IS ABOUT 4 FEET
 PJ0210'INSHORE, AND ABOUT 5 FEET ABOVE HIGH WATER MARK OF THE RIVER.
 PJ0210'
 PJ0210'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0210'DISK STATION MARK COUNTERSUNK AND CEMENTED IN SOLID GRANITE ROCK.
 PJ0210
 PJ0210                          STATION RECOVERY (1957)
 PJ0210
 PJ0210'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0210'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0959 ***********************************************************************
 NB0959  DESIGNATION -  B T 1
 NB0959  PID         -  NB0959
 NB0959  STATE/COUNTY-  NY/YATES
 NB0959  USGS QUAD   -  PENN YAN (1976)
 NB0959
 NB0959                         *CURRENT SURVEY CONTROL
 NB0959  ___________________________________________________________________
 NB0959* NAD 83(1986)-  42 40 34.     (N)    077 00 54.     (W)     SCALED    
 NB0959* NAVD 88     -       267.600  (meters)     877.95   (feet)  ADJUSTED  
 NB0959  ___________________________________________________________________
 NB0959  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NB0959  DYNAMIC HT  -         267.520 (meters)     877.69  (feet)  COMP
 NB0959  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 NB0959
 NB0959  VERT ORDER  -  SECOND    CLASS 0
 NB0959
 NB0959.The horizontal coordinates were scaled from a topographic map and have
 NB0959.an estimated accuracy of +/- 6 seconds.
 NB0959
 NB0959.The orthometric height was determined by differential leveling
 NB0959.and adjusted by the National Geodetic Survey in June 1991..
 NB0959
 NB0959.The geoid height was determined by GEOID03.
 NB0959
 NB0959.The dynamic height is computed by dividing the NAVD 88
 NB0959.geopotential number by the normal gravity value computed on the
 NB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0959.degrees latitude (g = 980.6199 gals.).
 NB0959
 NB0959.The modeled gravity was interpolated from observed gravity values.
 NB0959
 NB0959;                    North         East    Units  Estimated Accuracy
 NB0959;SPC NY C     -   297,280.      214,620.      MT  (+/- 180 meters Scaled)
 NB0959
 NB0959                          SUPERSEDED SURVEY CONTROL
 NB0959
 NB0959  NGVD 29 (??/??/92)  267.750  (m)          878.44   (f) ADJ UNCH    2 0
 NB0959
 NB0959.Superseded values are not recommended for survey control.
 NB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0959.See file dsdata.txt to determine how the superseded data were derived.
 NB0959
 NB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN348268(NAD 83)
 NB0959_MARKER: DB = BENCH MARK DISK
 NB0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0959+STABILITY: SURFACE MOTION
 NB0959
 NB0959  HISTORY     - Date     Condition        Report By
 NB0959  HISTORY     - UNK      MONUMENTED       CGS
 NB0959  HISTORY     - 1935     GOOD             NGS
 NB0959  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0959  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0959
 NB0959                          STATION DESCRIPTION
 NB0959
 NB0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0959'1.5 MI NE FROM PENN YAN.
 NB0959'IS LOCATED 1.5 MILES NORTHEAST OF THE PENNSYLVANIA R.R. STATION. 32
 NB0959'FT. EAST OF CENTERLINE OF GRADED ROAD THAT RUNS SOUTH FROM HIGHWAY.
 NB0959'28 FT. SOUTH OF CENTERLINE OF STATE HY. NO. 54. 3.4 FT. SOUTH OF
 NB0959'CORNER OF A FENCE. 3 FT. ABOVE LEVEL OF HIGHWAY. TABLET SET IN TOP OF
 NB0959'CONCRETE POST 1 INCH HIGH.
 NB0959
 NB0959                          STATION RECOVERY (1988)
 NB0959
 NB0959'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0959'MARK NOT FOUND.
 NB0959
 NB0959                          STATION RECOVERY (2001)
 NB0959
 NB0959'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1416 ***********************************************************************
 KU1416  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1416  DESIGNATION -  B USE
 KU1416  PID         -  KU1416
 KU1416  STATE/COUNTY-  NY/NEW YORK
 KU1416  USGS QUAD   -  CENTRAL PARK (1979)
 KU1416
 KU1416                         *CURRENT SURVEY CONTROL
 KU1416  ___________________________________________________________________
 KU1416* NAD 83(1986)-  40 45 34.     (N)    073 57 42.     (W)     SCALED    
 KU1416* NAVD 88     -        17.610  (meters)      57.78   (feet)  ADJUSTED  
 KU1416  ___________________________________________________________________
 KU1416  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU1416  DYNAMIC HT  -          17.604 (meters)      57.76  (feet)  COMP
 KU1416  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU1416
 KU1416  VERT ORDER  -  FIRST     CLASS II
 KU1416
 KU1416.The horizontal coordinates were scaled from a topographic map and have
 KU1416.an estimated accuracy of +/- 6 seconds.
 KU1416
 KU1416.The orthometric height was determined by differential leveling
 KU1416.and adjusted by the National Geodetic Survey in June 1991..
 KU1416
 KU1416.This Tidal Bench Mark is designated as VM 16283
 KU1416.by the Center for Operational Oceanographic Products and Services.
 KU1416
 KU1416.The geoid height was determined by GEOID03.
 KU1416
 KU1416.The dynamic height is computed by dividing the NAVD 88
 KU1416.geopotential number by the normal gravity value computed on the
 KU1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1416.degrees latitude (g = 980.6199 gals.).
 KU1416
 KU1416.The modeled gravity was interpolated from observed gravity values.
 KU1416
 KU1416;                    North         East    Units  Estimated Accuracy
 KU1416;SPC NY E     -   213,980.      195,450.      MT  (+/- 180 meters Scaled)
 KU1416
 KU1416                          SUPERSEDED SURVEY CONTROL
 KU1416
 KU1416  NGVD 29 (??/??/92)   17.941  (m)           58.86   (f) ADJ UNCH    1 2
 KU1416
 KU1416.Superseded values are not recommended for survey control.
 KU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1416.See file dsdata.txt to determine how the superseded data were derived.
 KU1416
 KU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL876125(NAD 83)
 KU1416_MARKER: Z = SEE DESCRIPTION
 KU1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1416_SP_SET: ABUTMENT
 KU1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1416+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 KU1416
 KU1416  HISTORY     - Date     Condition        Report By
 KU1416  HISTORY     - UNK      MONUMENTED       DOD
 KU1416  HISTORY     - 1952     GOOD             NGS
 KU1416  HISTORY     - 20040930 GOOD             GEOCAC
 KU1416  HISTORY     - 20060817 GOOD             USPSQD
 KU1416
 KU1416                          STATION DESCRIPTION
 KU1416
 KU1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1416'AT NEW YORK.
 KU1416'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT THE INTERSECTION OF FIRST
 KU1416'AVENUE AND EAST 59TH STREET, 13.3 FEET SOUTHEAST OF SOUTHEAST
 KU1416'CURB OF 1ST AVENUE, 73 FEET NORTHEAST OF NORTHEAST CURB OF EAST
 KU1416'59TH STREET, AND IS THE SPACE BETWEEN A DOUBLE Y CUT IN THE TOP
 KU1416'OF THE WEST CORNER OF TOP PEDESTAL OF THE SOUTHWEST END OF
 KU1416'NORTHWEST ABUTMENT OF STONE ARCH OF QUEENSBORO BRIDGE OVER 1ST
 KU1416'AVENUE AND ABOUT 5 FEET ABOVE LEVEL OF WALK.
 KU1416
 KU1416                          STATION RECOVERY (2004)
 KU1416
 KU1416'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 KU1416'THIS BENCHMARK WAS FOUND, ALTHOUGH NOT DEEPLY CUT. THE DESCRIPTION
 KU1416'SHOULD BE CHANGED TO
 KU1416'13.3 FEET NORTHWEST OF NORTHWEST CURB OF 1ST AVENUE
 KU1416' 
 KU1416'THE DOUBLE-Y MARK IS QUITE UNIQUE AND THERE WAS NO SUCH MARK ON THE
 KU1416'OTHER (SE) SIDE OF 1ST AVENUE.
 KU1416' 
 KU1416'A SMALL STEP-UP ONTO THE FIRST LEDGE OF THE ABUTMENT IS NEEDED IN
 KU1416'ORDER TO SEE THE MARK WELL.  BELOW THIS MARK, ON THE SAME BRIDGE
 KU1416'ABUTMENT, IS PID KU1415.
 KU1416' 
 KU1416'HANDHELD GPS COORDINATES ARE  N 40 45 35.5 W 73 57 43.0
 KU1416
 KU1416                          STATION RECOVERY (2006)
 KU1416
 KU1416'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 KU1416'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1769 ***********************************************************************
 OE1769  DESIGNATION -  BAA
 OE1769  PID         -  OE1769
 OE1769  STATE/COUNTY-  NY/SARATOGA
 OE1769  USGS QUAD   -  GALWAY (1970)
 OE1769
 OE1769                         *CURRENT SURVEY CONTROL
 OE1769  ___________________________________________________________________
 OE1769* NAD 83(1996)-  43 03 59.92988(N)    074 02 46.97785(W)     ADJUSTED  
 OE1769* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 OE1769  ___________________________________________________________________
 OE1769  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 OE1769  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OE1769
 OE1769  HORZ ORDER  -  SECOND
 OE1769
 OE1769.The horizontal coordinates were established by classical geodetic methods
 OE1769.and adjusted by the National Geodetic Survey in January 1999..
 OE1769
 OE1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1769
 OE1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1769
 OE1769.The geoid height was determined by GEOID03.
 OE1769
 OE1769;                    North         East     Units Scale Factor Converg.
 OE1769;SPC NY E     -   470,175.130   186,944.720   MT  0.99991679   +0 18 35.1
 OE1769;SPC NY E     - 1,542,566.24    613,334.47   sFT  0.99991679   +0 18 35.1
 OE1769;UTM  18      - 4,768,657.136   577,643.957   MT  0.99967416   +0 39 04.4
 OE1769
 OE1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1769!SPC NY E     -   0.99994751  x   0.99991679  =   0.99986430
 OE1769!UTM  18      -   0.99994751  x   0.99967416  =   0.99962169
 OE1769
 OE1769|---------------------------------------------------------------------|
 OE1769| PID    Reference Object                     Distance      Geod. Az  |
 OE1769|                                                           dddmmss.s |
 OE1769| OE1759 GALWAY 2 RESET                      327.465 METERS 06309     |
 OE1769| OE1773 BAB 1 SACGS 1973                    240.510 METERS 08402     |
 OE1769| CZ7435 BAA 1                                              2680737.1 |
 OE1769|---------------------------------------------------------------------|
 OE1769
 OE1769                          SUPERSEDED SURVEY CONTROL
 OE1769
 OE1769  NAD 83(1986)-  43 03 59.93433(N)    074 02 46.97792(W) AD(       ) 2
 OE1769  NAD 27      -  43 03 59.66771(N)    074 02 48.51726(W) AD(       ) 2
 OE1769  NGVD 29 (07/19/86)  365.3    (m)         1198.     (f) VERT ANG       
 OE1769
 OE1769.Superseded values are not recommended for survey control.
 OE1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1769.See file dsdata.txt to determine how the superseded data were derived.
 OE1769
 OE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7764468657(NAD 83)
 OE1769_MARKER: DD = SURVEY DISK
 OE1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1769
 OE1769  HISTORY     - Date     Condition        Report By
 OE1769  HISTORY     - 1973     MONUMENTED       NY-091
 OE1769
 OE1769                          STATION DESCRIPTION
 OE1769
 OE1769'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1769'THE STATION IS LOCATED ABOUT 1.4 MILES NORTHWEST OF MOSHERVILLE,
 OE1769'3.0 MILES SOUTHWEST OF EAST GALWAY, 3.4 MILES NORTHWEST OF
 OE1769'THE VILLAGE OF GALWAY IN THE TOWNSHIP OF GALWAY.
 OE1769'
 OE1769'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1769'147 AND 29 AND DEAN LUNG ROAD, GO NORTH ON DEAN LUNG ROAD FOR
 OE1769'0.75 MILES TO THE T-ROAD INTERSECTION OF MECHANIC STREET.  TURN
 OE1769'RIGHT ON MECHANIC STREET AND GO EAST FOR 0.2 MILES TO
 OE1769'AZIMUTH MARK, BAA-1 (SACGS) ON THE LEFT.  CONTINUE EAST ON
 OE1769'MECHANIC STREET FOR 0.2 MILES TO THE STATION ON THE RIGHT.
 OE1769'
 OE1769'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1769'SURVEY STAMPED BAA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1769'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1769'GROUND.  IT IS LOCATED 97.0 FEET WEST OF THE RANGE LINE OF THE
 OE1769'WESTERLY SIDE OF A BARN, 47.5 FEET NORTHEAST OF A LONE 24-INCH
 OE1769'MAPLE TREE, BOTH SOUTH OF MECHANIC STREET AND 13.6 FEET SOUTH
 OE1769'OF THE CENTERLINE OF MECHANIC STREET.  THE UNDERGROUND MARK IS
 OE1769'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OE1769'BELOW THE SURFACE.
 OE1769'
 OE1769'AZIMUTH MARK, BAA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1769'COUNTY GEODETIC SURVEY STAMPED BAA-1.  IT IS SET IN THE TOP OF
 OE1769'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OE1769'ABOVE THE GROUND.  IT IS LOCATED 85.5 FEET NORTHWEST OF A
 OE1769'30-INCH MAPLE TREE, 36.4 FEET NORTHEAST OF A 26-INCH MAPLE TREE,
 OE1769'BOTH ALONG A STONE WALL ON THE SOUTH SIDE OF MECHANIC STREET,
 OE1769'141.5 FEET WEST OF THE RANGE LINE OF A STONE WALL AND HEDGE ROW
 OE1769'AND 14.0 FEET NORTH OF THE CENTERLINE OF MECHANIC STREET.
 OE1769'
 OE1769'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2445 ***********************************************************************
 LY2445  DESIGNATION -  BAB
 LY2445  PID         -  LY2445
 LY2445  STATE/COUNTY-  NY/ORANGE
 LY2445  USGS QUAD   -  NEWBURGH (1957)
 LY2445
 LY2445                         *CURRENT SURVEY CONTROL
 LY2445  ___________________________________________________________________
 LY2445* NAD 83(1996)-  41 30 24.91892(N)    074 00 29.50029(W)     ADJUSTED  
 LY2445* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LY2445  ___________________________________________________________________
 LY2445  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 LY2445  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LY2445
 LY2445  HORZ ORDER  -  THIRD
 LY2445
 LY2445.The horizontal coordinates were established by classical geodetic methods
 LY2445.and adjusted by the National Geodetic Survey in January 1999..
 LY2445
 LY2445.The orthometric height was scaled from a topographic map.
 LY2445
 LY2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2445
 LY2445.The geoid height was determined by GEOID03.
 LY2445
 LY2445;                    North         East     Units Scale Factor Converg.
 LY2445;SPC NY E     -   296,956.853   191,055.456   MT  0.99992074   +0 19 33.3
 LY2445;SPC NY E     -   974,265.94    626,821.11   sFT  0.99992074   +0 19 33.3
 LY2445;UTM  18      - 4,595,507.473   582,770.529   MT  0.99968431   +0 39 26.3
 LY2445
 LY2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2445!SPC NY E     -   1.00000344  x   0.99992074  =   0.99992418
 LY2445!UTM  18      -   1.00000344  x   0.99968431  =   0.99968775
 LY2445
 LY2445                          SUPERSEDED SURVEY CONTROL
 LY2445
 LY2445  NAD 83(1986)-  41 30 24.92107(N)    074 00 29.50275(W) AD(       ) 3
 LY2445  NAD 27      -  41 30 24.58700(N)    074 00 31.00000(W) AD(       ) 3
 LY2445
 LY2445.Superseded values are not recommended for survey control.
 LY2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2445.See file dsdata.txt to determine how the superseded data were derived.
 LY2445
 LY2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8277195507(NAD 83)
 LY2445
 LY2445  HISTORY     - Date     Condition        Report By
 LY2445  HISTORY     - 1933     MONUMENTED       CGS
 LY2445  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY2445
 LY2445                          STATION DESCRIPTION
 LY2445
 LY2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2445'THIS STATION IS THE STEEPLE OF THE FIRST BAPTIST CHURCH IN
 LY2445'NEWBURGH, NEW YORK.  THE CHURCH IS OF BUFF BRICK WITH BROWN
 LY2445'TRIMMINGS.  THE STEEPLE IS OF DARK SHINGLES.  SKETCH BELOW GIVES
 LY2445'DETAILS OF LOCALITY.
 LY2445'
 LY2445'THIS SPIRE WAS A STATION IN THE THIRD-ORDER RIVER SCHEME.
 LY2445'
 LY2445'HEIGHT OF LIGHT ABOVE STATION MARK - 50 METERS.
 LY2445
 LY2445                          STATION RECOVERY (1984)
 LY2445
 LY2445'RECOVERY NOTE BY US POWER SQUADRON 1984 (GPS)
 LY2445'STATION FOUND DESTROYED.
 LY2445'
 LY2445'FIRST BAPTIST CHURCH NO LONGER EXISTS.  BAB AND BUILDING ARE GONE.
 LY2445'SMALL BUFF BRICK BUILDING IS THERE WITH A BROKEN STEEPLE EXTENDING
 LY2445'ABOVE IT 5-6 FEET.  IT CAN NOT BE SEEN FROM RIVER AS HIGHER
 LY2445'BUILDINGS BLOCK THE VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1773 ***********************************************************************
 OE1773  DESIGNATION -  BAB 1 SACGS 1973
 OE1773  PID         -  OE1773
 OE1773  STATE/COUNTY-  NY/SARATOGA
 OE1773  USGS QUAD   -  GALWAY (1970)
 OE1773
 OE1773                         *CURRENT SURVEY CONTROL
 OE1773  ___________________________________________________________________
 OE1773* NAD 83(1996)-  43 04 00.73984(N)    074 02 36.40546(W)     ADJUSTED  
 OE1773* NAVD 88     -       370.7    (meters)    1216.     (feet)  VERTCON   
 OE1773  ___________________________________________________________________
 OE1773  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 OE1773  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OE1773
 OE1773  HORZ ORDER  -  SECOND
 OE1773
 OE1773.The horizontal coordinates were established by classical geodetic methods
 OE1773.and adjusted by the National Geodetic Survey in January 1999..
 OE1773
 OE1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1773
 OE1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1773
 OE1773.The geoid height was determined by GEOID03.
 OE1773
 OE1773;                    North         East     Units Scale Factor Converg.
 OE1773;SPC NY E     -   470,201.420   187,183.769   MT  0.99991700   +0 18 42.3
 OE1773;SPC NY E     - 1,542,652.49    614,118.75   sFT  0.99991700   +0 18 42.3
 OE1773;UTM  18      - 4,768,684.843   577,882.787   MT  0.99967462   +0 39 11.6
 OE1773
 OE1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1773!SPC NY E     -   0.99994665  x   0.99991700  =   0.99986365
 OE1773!UTM  18      -   0.99994665  x   0.99967462  =   0.99962128
 OE1773
 OE1773                          SUPERSEDED SURVEY CONTROL
 OE1773
 OE1773  NAD 83(1986)-  43 04 00.74429(N)    074 02 36.40553(W) AD(       ) 2
 OE1773  NAD 27      -  43 04 00.47767(N)    074 02 37.94522(W) AD(       ) 2
 OE1773  NGVD 29 (07/19/86)  370.8    (m)         1217.     (f) VERT ANG       
 OE1773
 OE1773.Superseded values are not recommended for survey control.
 OE1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1773.See file dsdata.txt to determine how the superseded data were derived.
 OE1773
 OE1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7788368685(NAD 83)
 OE1773_MARKER: DD = SURVEY DISK
 OE1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1773+STABILITY: SURFACE MOTION
 OE1773
 OE1773  HISTORY     - Date     Condition        Report By
 OE1773  HISTORY     - 1973     MONUMENTED       NY-091
 OE1773
 OE1773                          STATION DESCRIPTION
 OE1773
 OE1773'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OE1773'STATION BAB SACGS IS LOCATED 1.5 MILE NORTHWEST OF MOSHERVILLE, 3.0
 OE1773'MILES WEST OF EAST GALWAY, AND 3.5 MILES NORTH OF GALWAY IN THE
 OE1773'TOWNSHIP OF GALWAY.
 OE1773'
 OE1773'TO REACH STATION BAB SACGS FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1773'147, 29 AND DEAN LUNG ROAD GO NORTH ON DEAN LUNG ROAD FOR 0.75
 OE1773'MILE TO THE T-INTERSECTION OF MECHANIC STREET.  TURN RIGHT AND
 OE1773'GO EAST ON MECHANIC STREET FOR 0.55 MILE TO AZIMUTH MARK, BAB-1
 OE1773'(SACGS), ON RIGHT.
 OE1773'
 OE1773'AZIMUTH MARK, BAB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1773'COUNTY GEODETIC SURVEY STAMPED BAB-1.  IT IS LOCATED IN THE TOP
 OE1773'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 OE1773'THE GROUND.  IT IS LOCATED 20.0 FEET NORTHEAST OF AN 8-INCH
 OE1773'BLAZED ASH TREE, 9.2 FEET SOUTHWEST OF THE RANGE LINE OF A
 OE1773'NORTHWEST-SOUTHEAST STONE WALL, BOTH ON THE SOUTHEAST SIDE OF
 OE1773'MECHANIC STREET, AND 15.5 FEET SOUTHEAST OF THE CENTERLINE OF
 OE1773'MECHANIC STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1774 ***********************************************************************
 OE1774  DESIGNATION -  BAB SACGS 1973
 OE1774  PID         -  OE1774
 OE1774  STATE/COUNTY-  NY/SARATOGA
 OE1774  USGS QUAD   -  GALWAY (1970)
 OE1774
 OE1774                         *CURRENT SURVEY CONTROL
 OE1774  ___________________________________________________________________
 OE1774* NAD 83(1996)-  43 04 02.56572(N)    074 02 32.79718(W)     ADJUSTED  
 OE1774* NAVD 88     -       375.3    (meters)    1231.     (feet)  VERTCON   
 OE1774  ___________________________________________________________________
 OE1774  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 OE1774  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OE1774
 OE1774  HORZ ORDER  -  SECOND
 OE1774
 OE1774.The horizontal coordinates were established by classical geodetic methods
 OE1774.and adjusted by the National Geodetic Survey in January 1999..
 OE1774
 OE1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1774
 OE1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1774
 OE1774.The geoid height was determined by GEOID03.
 OE1774
 OE1774;                    North         East     Units Scale Factor Converg.
 OE1774;SPC NY E     -   470,258.205   187,265.093   MT  0.99991708   +0 18 44.8
 OE1774;SPC NY E     - 1,542,838.79    614,385.56   sFT  0.99991708   +0 18 44.8
 OE1774;UTM  18      - 4,768,742.098   577,963.752   MT  0.99967477   +0 39 14.1
 OE1774
 OE1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1774!SPC NY E     -   0.99994593  x   0.99991708  =   0.99986301
 OE1774!UTM  18      -   0.99994593  x   0.99967477  =   0.99962071
 OE1774
 OE1774                          SUPERSEDED SURVEY CONTROL
 OE1774
 OE1774  NAD 83(1986)-  43 04 02.57018(N)    074 02 32.79726(W) AD(       ) 2
 OE1774  NAD 27      -  43 04 02.30356(N)    074 02 34.33707(W) AD(       ) 2
 OE1774  NGVD 29 (07/19/86)  375.4    (m)         1232.     (f) VERT ANG       
 OE1774
 OE1774.Superseded values are not recommended for survey control.
 OE1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1774.See file dsdata.txt to determine how the superseded data were derived.
 OE1774
 OE1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7796468742(NAD 83)
 OE1774_MARKER: DD = SURVEY DISK
 OE1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1774+STABILITY: SURFACE MOTION
 OE1774
 OE1774  HISTORY     - Date     Condition        Report By
 OE1774  HISTORY     - 1973     MONUMENTED       NY-091
 OE1774
 OE1774                          STATION DESCRIPTION
 OE1774
 OE1774'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1774'THE STATION IS LOCATED 1.5 MILE NORTHWEST OF MOSHERVILLE, 3.0
 OE1774'MILES WEST OF EAST GALWAY, AND 3.5 MILES NORTH OF GALWAY IN THE
 OE1774'TOWNSHIP OF GALWAY.
 OE1774'
 OE1774'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1774'147, 29 AND DEAN LUNG ROAD GO NORTH ON DEAN LUNG ROAD FOR 0.75
 OE1774'MILE TO THE T-INTERSECTION OF MECHANIC STREET.  TURN RIGHT AND
 OE1774'GO EAST ON MECHANIC STREET FOR 0.55 MILE TO AZIMUTH MARK, BAB-1
 OE1774'(SACGS), ON RIGHT.  CONTINUE NORTHEAST ON MECHANIC STREET FOR
 OE1774'0.10 MILE TO STATION ON LEFT.
 OE1774'
 OE1774'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1774'SURVEY STAMPED BAB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1774'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OE1774'ABOVE THE GROUND.  IT IS LOCATED 50.4 FEET NORTHWEST OF POLE
 OE1774'73 ON THE SOUTH SIDE OF MECHANIC STREET, 31.0 FEET SOUTHWEST OF
 OE1774'THE RANGE LINE OFF THE SOUTHWEST SIDE OF A HOUSE, 29.2 FEET
 OE1774'EAST OF A 14-INCH BLACK LOCUST TREE BOTH ON THE NORTH SIDE OF
 OE1774'MECHANIC STREET, AND 13.8 FEET NORTH OF THE CENTERLINE OF
 OE1774'MECHANIC STREET.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 OE1774'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OE1774'
 OE1774'AZIMUTH MARK, BAB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1774'COUNTY GEODETIC SURVEY STAMPED BAB-1.  IT IS LOCATED IN THE TOP
 OE1774'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 OE1774'THE GROUND.  IT IS LOCATED 20.0 FEET NORTHEAST OF AN 8-INCH
 OE1774'BLAZED ASH TREE, 9.2 FEET SOUTHWEST OF THE RANGE LINE OF A
 OE1774'NORTHWEST-SOUTHEAST STONE WALL, BOTH ON THE SOUTHEAST SIDE OF
 OE1774'MECHANIC STREET, AND 15.5 FEET SOUTHEAST OF THE CENTERLINE OF
 OE1774'MECHANIC STREET.
 OE1774'
 OE1774'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1749 ***********************************************************************
 OF1749  DESIGNATION -  BABCOCK 1925
 OF1749  PID         -  OF1749
 OF1749  STATE/COUNTY-  NY/MONROE
 OF1749  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1749
 OF1749                         *CURRENT SURVEY CONTROL
 OF1749  ___________________________________________________________________
 OF1749* NAD 83(1996)-  43 11 44.78676(N)    077 36 07.03277(W)     ADJUSTED  
 OF1749* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 OF1749  ___________________________________________________________________
 OF1749  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 OF1749  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1749
 OF1749  HORZ ORDER  -  SECOND
 OF1749
 OF1749.The horizontal coordinates were established by classical geodetic methods
 OF1749.and adjusted by the National Geodetic Survey in January 1999..
 OF1749
 OF1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1749
 OF1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1749
 OF1749.The geoid height was determined by GEOID03.
 OF1749
 OF1749;                    North         East     Units Scale Factor Converg.
 OF1749;SPC NY W     -   355,385.729   429,763.394   MT  1.00001574   +0 40 18.4
 OF1749;SPC NY W     - 1,165,961.35  1,409,982.07   sFT  1.00001574   +0 40 18.4
 OF1749;UTM  18      - 4,785,842.544   288,588.939   MT  1.00014984   -1 46 54.0
 OF1749
 OF1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1749!SPC NY W     -   0.99998480  x   1.00001574  =   1.00000054
 OF1749!UTM  18      -   0.99998480  x   1.00014984  =   1.00013464
 OF1749
 OF1749|---------------------------------------------------------------------|
 OF1749| PID    Reference Object                     Distance      Geod. Az  |
 OF1749|                                                           dddmmss.s |
 OF1749| OF1772 HUDSON 1925                         150.126 METERS 06941     |
 OF1749| OF1819 DUNN                                APPROX. 0.6 KM 1641929.5 |
 OF1749|---------------------------------------------------------------------|
 OF1749
 OF1749                          SUPERSEDED SURVEY CONTROL
 OF1749
 OF1749  NAD 83(1986)-  43 11 44.79416(N)    077 36 07.03227(W) AD(       ) 2
 OF1749  NAD 27      -  43 11 44.57000(N)    077 36 08.03000(W) AD(       ) 2
 OF1749  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG       
 OF1749
 OF1749.Superseded values are not recommended for survey control.
 OF1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1749.See file dsdata.txt to determine how the superseded data were derived.
 OF1749
 OF1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8858985843(NAD 83)
 OF1749_MARKER: Z = SEE DESCRIPTION
 OF1749_SETTING: 0 = UNSPECIFIED SETTING
 OF1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1749
 OF1749  HISTORY     - Date     Condition        Report By
 OF1749  HISTORY     - 1925     MONUMENTED       CGS
 OF1749  HISTORY     - 1976     GOOD             NY-055
 OF1749  HISTORY     - 19990920 GOOD             USPSQD
 OF1749
 OF1749                          STATION DESCRIPTION
 OF1749
 OF1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1749'IN IRONDEQUOIT, IN THE SOUTHEAST CORNER OF THE LAWN OF THE BABCOCK
 OF1749'RESIDENCE AT NO.610 RIDGE ROAD.  IT IS 15.73 METERS SOUTHEAST OF THE
 OF1749'SOUTHEAST CORNER OF THIS RESIDENCE, 9.45 METERS EAST OF THE EAST
 OF1749'EDGE OF THE SIDEWALK LEADING TO IT, AND 12.00 METERS WEST OF A
 OF1749'TELEPHONE POLE IN FRONT OF THE HOUSE AT NO.622 RIDGE ROAD.
 OF1749
 OF1749                          STATION RECOVERY (1976)
 OF1749
 OF1749'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1749'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OF1749'
 OF1749'IN TOWN OF IRONDEQUOIT ON N SIDE OF RIDGE RD EAST, 550 FT PLUS OR
 OF1749'MINUS W OF HUDSON AVE, 24.9 FT N OF CL OF RIDGE RD EAST, 11.3 FT N OF
 OF1749'WHITE LINE ALONG N EDGE OF RIDGE RD EAST, 7.9 FT NW OF ROUTE SIGN 18
 OF1749'4303 3003, 7.6 FT SW OF UTILITY POLE 42 RGE 38A, AND 1.0 FT S OF
 OF1749'WITNESS POST.  STATION IS A STANDARD DISK STAMPED---BABCOCK---IN
 OF1749'CONCRETE POST AT GRADE.
 OF1749
 OF1749                          STATION RECOVERY (1999)
 OF1749
 OF1749'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2017 ***********************************************************************
 NA2017  DESIGNATION -  BABCOCK 2
 NA2017  PID         -  NA2017
 NA2017  STATE/COUNTY-  NY/SCHOHARIE
 NA2017  USGS QUAD   -  SCHOHARIE (1994)
 NA2017
 NA2017                         *CURRENT SURVEY CONTROL
 NA2017  ___________________________________________________________________
 NA2017* NAD 83(1996)-  42 37 47.46136(N)    074 15 57.25085(W)     ADJUSTED  
 NA2017* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 NA2017  ___________________________________________________________________
 NA2017  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 NA2017  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NA2017
 NA2017  HORZ ORDER  -  FIRST
 NA2017
 NA2017.The horizontal coordinates were established by classical geodetic methods
 NA2017.and adjusted by the National Geodetic Survey in January 1999..
 NA2017
 NA2017.The orthometric height was scaled from a topographic map.
 NA2017
 NA2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2017
 NA2017.The geoid height was determined by GEOID03.
 NA2017
 NA2017;                    North         East     Units Scale Factor Converg.
 NA2017;SPC NY E     -   421,583.020   169,200.760   MT  0.99990453   +0 09 30.8
 NA2017;SPC NY E     - 1,383,143.62    555,119.49   sFT  0.99990453   +0 09 30.8
 NA2017;UTM  18      - 4,719,972.809   560,193.089   MT  0.99964458   +0 29 49.9
 NA2017
 NA2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2017!SPC NY E     -   0.99991122  x   0.99990453  =   0.99981576
 NA2017!UTM  18      -   0.99991122  x   0.99964458  =   0.99955583
 NA2017
 NA2017:                Primary Azimuth Mark                     Grid Az
 NA2017:SPC NY E     -  BABCOCK 2 AZ MK                          018 05 48.2
 NA2017:UTM  18      -  BABCOCK 2 AZ MK                          017 45 29.1
 NA2017
 NA2017|---------------------------------------------------------------------|
 NA2017| PID    Reference Object                     Distance      Geod. Az  |
 NA2017|                                                           dddmmss.s |
 NA2017| CZ7436 BABCOCK 2 AZ MK                                    0181519.0 |
 NA2017| NA2013 FILKINS                             APPROX.15.5 KM 1020935.0 |
 NA2017| CZ7437 BABCOCK 2 RM 1                       16.630 METERS 21955     |
 NA2017| CZ7438 BABCOCK 2 RM 2                       14.270 METERS 32034     |
 NA2017|---------------------------------------------------------------------|
 NA2017
 NA2017                          SUPERSEDED SURVEY CONTROL
 NA2017
 NA2017  NAD 83(1986)-  42 37 47.46603(N)    074 15 57.25189(W) AD(       ) 1
 NA2017  NAD 27      -  42 37 47.19600(N)    074 15 58.75500(W) AD(       ) 1
 NA2017
 NA2017.Superseded values are not recommended for survey control.
 NA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2017.See file dsdata.txt to determine how the superseded data were derived.
 NA2017
 NA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6019319973(NAD 83)
 NA2017_MARKER: DD = SURVEY DISK
 NA2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2017
 NA2017  HISTORY     - Date     Condition        Report By
 NA2017  HISTORY     - 1942     MONUMENTED       CGS
 NA2017  HISTORY     - 1975     GOOD             NGS
 NA2017
 NA2017                          STATION DESCRIPTION
 NA2017
 NA2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2017'STATION IS LOCATED ON THE SUMMIT OF A RIDGE, ABOUT 3.25 MILES SE
 NA2017'OF SCHOHARIE AND ABOUT 4 MILES NE OF MIDDLEBURG ON LAND OWNED BY
 NA2017'THE STATE OF NEW YORK.  THE MARK IS SET IN A SMALL CLEARING ON
 NA2017'THE HIGHEST POINT OF THE RIDGE, 3.5 FEET SE OF A STANDARD
 NA2017'REFERENCE POST.  THE DISK IS STAMPED BABCOCK 2 1942.
 NA2017'
 NA2017'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2017'DISKS SET IN CONCRETE, AS DESCRIBED.
 NA2017'
 NA2017'REFERENCE MARK NO. 1 IS 54.56 FEET SW OF THE STATION.  THE DISKS
 NA2017'IS STAMPED BABCOCK 2 NO. 1 1942.
 NA2017'
 NA2017'REFERENCE MARK NO. 2 IS 46.82 FEET NW OF THE STATION.  THE DISK
 NA2017'IS STAMPED BABCOCK 2 NO. 2 1942.
 NA2017'
 NA2017'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NE OF THE STATION
 NA2017'NEAR THE W EDGE OF A FIELD, 28 FEET SE OF THE CENTER LINE OF A
 NA2017'DIRT ROAD AND 2 FEET SE OF A STANDARD REFERENCE POST.  THE DISK
 NA2017'IS STAMPED BABCOCK 2 1942.
 NA2017'
 NA2017'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND
 NA2017'43, WHICH IS 1.3 MILES N OF THE VILLAGE OF SCHOHARIE, GO EASTERLY
 NA2017'ON HIGHWAY 43 FOR 4.1 MILES TO A TARVIA ROAD RIGHT IN THE VILLAGE
 NA2017'OF GALLUPSVILLE OPPOSITE ORION LODGE HALL, TURN RIGHT AND GO 0.2
 NA2017'MILE THEN TAKE LEFT FORK (DIRT) FOR 0.15 MILE TO A ROAD Y, TAKE
 NA2017'RIGHT FORK AT THE Y AND GO 0.65 MILE TO A CROSS ROAD, CONTINUE
 NA2017'STRAIGHT AHEAD FOR 0.65 MILE TO ANOTHER Y FORK.  TAKE RIGHT
 NA2017'FORK FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NA2017'AHEAD FOR 0.15 MILE TO A DIM WOODS ROAD LEFT.  TURN LEFT AND
 NA2017'FOLLOW A CLEARED WOODS ROAD FOR ABOUT 0.15 MILE WINDING TO THE
 NA2017'SUMMIT OF THE RIDGE AND STATION.
 NA2017'
 NA2017'NEW STATION WAS ESTABLISHED AT THE APPROXIMATE LOCATION OF THE
 NA2017'NEW YORK STATE SURVEY STATION BABCOCK.  NO DESCRIPTION OF THIS
 NA2017'STATION WAS AVAILABLE AND IT COULD NOT BE FOUND.
 NA2017'
 NA2017'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NA2017
 NA2017                          STATION RECOVERY (1975)
 NA2017
 NA2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2017'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2017'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS BLOCKED
 NA2017'IN ALL DIRECTIONS BY TREES TO TO 25 FEET TALL, ALSO BY DENSE
 NA2017'BRUSH.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.  THERE IS A
 NA2017'LARGE TARPAPER T-PANEL TARGET OVER THE STATION MARK AT PERSENT
 NA2017'WHICH WILL BE AN AID TO RECOVERY FOR A LONG TIME.
 NA2017'
 NA2017'STATION IS LOCATED ON THE HIGHEST POINT OF THE TIMBERED HILL, IN
 NA2017'A SLIGHT OPENING, 148 FEET SOUTHWEST OF AN OLD STONE FENCE RUNNING
 NA2017'IN A NORTHWEST-SOUTHEAST DIRECTION, AND A WELL-MARKED PROPERTY
 NA2017'LINE RUNNING ALONG THE STONE FENCE, 19.5 FEET SOUTH OF A WITNESS
 NA2017'SIGN NAILED ONTO AN 8-INCH PINE, AND 4 FEET SOUTHEAST OF THE OLD
 NA2017'WOODEN WITNESS POST.  THE STATION MARK IS A STANDARD DISK
 NA2017'STAMPED BABCOCK 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE
 NA2017'CONCRETE MONUMENT PROJECTING 5 INCHES FROM GROUND.
 NA2017'
 NA2017'RM NO. 1 IS A STANDARD DISK STAMPED BABCOCK 2 NO 1 1942, SET IN
 NA2017'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 NA2017'FROM GROUND.  IT IS 10 FEET SOUTHEAST OF AN 8-INCH HEMLOCK AND 1
 NA2017'FOOT LOWER THAN STATION.
 NA2017'
 NA2017'RM NO. 2 IS A STANDARD DISK STAMPED BABCOCK 2 NO 2 1942, SET IN
 NA2017'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 NA2017'FROM GROUND.  IT IS 35.4 FEET WEST-NORTHWEST OF THE WITNESS SIGN
 NA2017'AND 2 FEET LOWER THAN STATION.
 NA2017'
 NA2017'AZIMUTH MARK IS A STANDARD DISK STAMPED BABCOCK 2 1942, SET IN THE
 NA2017'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 NA2017'FROM GROUND.  IT IS AT THE TOP OF THE LONG WINDING GRADE, 28.4 FEET
 NA2017'SOUTHEAST OF CENTER LINE OF THE GRAVEL ROAD, 10 FEET NORTHEAST OF
 NA2017'OLD STONE ROW, 3 FEET SOUTHEAST OF OLD WOODEN WITNESS POST AND 3
 NA2017'FEET NORTHEAST OF A METAL WITNESS POST.
 NA2017'
 NA2017'TO REACH STATION FROM CENTER OF GALLUPVILLE, TAKE MACADAM ROAD
 NA2017'SOUTHWEST, ACROSS FROM THE GALLUPVILLE GRANGE NO. 893, FOR 0.15
 NA2017'MILE.  TAKE LEFT FORK, ACROSS BRIDGE, AND FOLLOW PICKETT HILL RD.
 NA2017'FOR 0.15 MILE TO FORK.  TAKE LEFT FORK, PICKETT HILL ROAD, AND
 NA2017'GO SOUTHERLY UPGRADE FOR 0.7 MILE TO CROSSROAD.  KEEP AHEAD FOR
 NA2017'0.65 MILE TO T-JUNCTION.  GO RIGHT FOR 0.7 MILE TO THE W.E.
 NA2017'GOBLET FARM ON LEFT.  CONTINUE AHEAD ON 1-LANE GRAVEL ROAD UP
 NA2017'WINDING GRADE FOR 0.8 MILE TO TOP OF GRADE AND AZIMUTH MARK ON
 NA2017'LEFT.  CONTINUE AHEAD FOR 0.2 MILE TO WOODS ROAD LEFT.
 NA2017'FOLLOW THIS WOODS ROAD EAST AND THEN SOUTH FOR 0.2 MILE TO
 NA2017'END OF ROAD AT A STONE FENCE.  WALK NORTHWEST ALONG A
 NA2017'WELL-MARKED PROPERTY LINE AND THE STONE FENCE LINE FOR 150 YARDS
 NA2017'TO CREST OF HILL, THEN GO LEFT, SOUTHWEST 148 FEET TO STATION.
 NA2017'
 NA2017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2017'3 MILES SOUTHWEST OF GALLUPVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2120 ***********************************************************************
 NA2120  DESIGNATION -  BABCOCK RESET
 NA2120  PID         -  NA2120
 NA2120  STATE/COUNTY-  NY/ONEIDA
 NA2120  USGS QUAD   -  WEST WINFIELD (1981)
 NA2120
 NA2120                         *CURRENT SURVEY CONTROL
 NA2120  ___________________________________________________________________
 NA2120* NAD 83(1996)-  42 54 49.17861(N)    075 12 40.65952(W)     ADJUSTED  
 NA2120* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 NA2120  ___________________________________________________________________
 NA2120  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 NA2120  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NA2120
 NA2120  HORZ ORDER  -  THIRD
 NA2120
 NA2120.The horizontal coordinates were established by classical geodetic methods
 NA2120.and adjusted by the National Geodetic Survey in January 1999..
 NA2120
 NA2120.The orthometric height was scaled from a topographic map.
 NA2120
 NA2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2120
 NA2120.The geoid height was determined by GEOID03.
 NA2120
 NA2120;                    North         East     Units Scale Factor Converg.
 NA2120;SPC NY C     -   324,492.439   362,027.705   MT  1.00009184   +0 56 03.5
 NA2120;SPC NY C     - 1,064,605.61  1,187,752.56   sFT  1.00009184   +0 56 03.5
 NA2120;SPC NY E     -   453,326.767    91,924.927   MT  0.99994148   -0 29 03.6
 NA2120;SPC NY E     - 1,487,289.57    301,590.36   sFT  0.99994148   -0 29 03.6
 NA2120;UTM  18      - 4,751,248.692   482,753.652   MT  0.99960366   -0 08 37.9
 NA2120
 NA2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2120!SPC NY C     -   0.99993191  x   1.00009184  =   1.00002374
 NA2120!SPC NY E     -   0.99993191  x   0.99994148  =   0.99987339
 NA2120!UTM  18      -   0.99993191  x   0.99960366  =   0.99953559
 NA2120
 NA2120:                Primary Azimuth Mark                     Grid Az
 NA2120:SPC NY C     -  BABCOCK AZ MK 2                          048 20 56.9
 NA2120:SPC NY E     -  BABCOCK AZ MK 2                          049 46 04.0
 NA2120:UTM  18      -  BABCOCK AZ MK 2                          049 25 38.3
 NA2120
 NA2120|---------------------------------------------------------------------|
 NA2120| PID    Reference Object                     Distance      Geod. Az  |
 NA2120|                                                           dddmmss.s |
 NA2120| AI7984 BABCOCK AZ MK 2                                    0491700.4 |
 NA2120| AI7989 BABCOCK AZ MK                                      0491700.4 |
 NA2120| AI7987 BABCOCK RM 3                         26.111 METERS 15451     |
 NA2120| AI7985 BABCOCK RM 1                         17.477 METERS 18153     |
 NA2120| AI7988 BABCOCK RM 4                         27.988 METERS 23602     |
 NA2120| AI7986 BABCOCK RM 2                         23.372 METERS 28108     |
 NA2120|---------------------------------------------------------------------|
 NA2120
 NA2120                          SUPERSEDED SURVEY CONTROL
 NA2120
 NA2120  NAD 83(1986)-  42 54 49.18249(N)    075 12 40.65917(W) AD(       ) 3
 NA2120  NAD 27      -  42 54 48.92900(N)    075 12 42.07400(W) AD(       ) 3
 NA2120
 NA2120.Superseded values are not recommended for survey control.
 NA2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2120.See file dsdata.txt to determine how the superseded data were derived.
 NA2120
 NA2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN8275451249(NAD 83)
 NA2120_MARKER: DS = TRIANGULATION STATION DISK
 NA2120_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 NA2120_STAMPING: BABCOCK 1942
 NA2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2120
 NA2120  HISTORY     - Date     Condition        Report By
 NA2120  HISTORY     - 1963     MONUMENTED       CGS
 NA2120  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2120  HISTORY     - 19750930 GOOD             NGS
 NA2120
 NA2120                          STATION DESCRIPTION
 NA2120
 NA2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WFD)
 NA2120'THE SURFACE STATION MARK AND BOTH RMS WERE FOUND PUSHED OVER
 NA2120'OR OUT OF THE GROUND.  THE AZIMUTH MARK WAS FOUND IN WAY OF
 NA2120'CONSTRUCTION.
 NA2120'
 NA2120'THE UNDERGROUND MARK WAS LOCATED AND THE STATION MARK WAS
 NA2120'REPLACED ABOVE IT, AND REFERENCE MARKS NUMBER 3 AND 4 WERE SET
 NA2120'AND ESTABLISHED.  A NEW AZIMUTH MARK WAS SET 14.52 FEET FROM
 NA2120'THE 1942 MARK AT THE EDGE OF THE ROAD RIGHT-OF-WAY, IN THE
 NA2120'SAME AZIMUTH FROM THE STATION.
 NA2120'
 NA2120'THE STATION IS LOCATED ABOUT 2.5 MILES NNW OF THE VILLAGE OF
 NA2120'WEST WINFIELD ON THE NORTH SLOPE OF A HILL 60 FEET NORTH OF THE
 NA2120'EDGE OF TIMBER AND 290 FEET SOUTH OF AN EAST-WEST FARM ROAD.
 NA2120'
 NA2120'STATION MARK IS A STANDARD DISK STAMPED BABCOCK 1942, SET IN
 NA2120'THE TOP OF A 4-INCH IRON CONCRETE-FILLED PIPE THAT PROJECTS
 NA2120'2 INCHES.
 NA2120'
 NA2120'RM 3 IS A STANDARD DISK STAMPED BABCOCK NO 3 1963, SET IN THE
 NA2120'TOP OF A 4-INCH CONCRETE-FILLED IRON PIPE THAT PROJECTS
 NA2120'10 INCHES.  IT IS JUST BEYOND THE SOUTH EDGE OF GRASSLAND IN
 NA2120'THE NORTH EDGE OF A GROVE, 5, 8 AND 10 FEET FROM THE EAST,
 NA2120'CENTER AND WEST, RESPECTIVELY, OF A GROUP OF 3 LARGE MAPLES.
 NA2120'
 NA2120'RM 4 IS A STANDARD DISK STAMPED BABCOCK NO 4 1963, SET IN THE
 NA2120'TOP OF A 4-INCH CONCRETE-FILLED IRON PIPE THAT PROJECTS
 NA2120'6 INCHES.  IT IS AT THE EDGE OF TIMBER AND GRASS IN THE CENTER
 NA2120'OF A SMALL ROUND DEPRESSION, ABOUT 6 FEET ACROSS AND 1 FOOT DEEP.
 NA2120'
 NA2120'AZIMUTH MARK IS A STANDARD DISK STAMPED BABCOCK 1963, SET IN
 NA2120'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 NA2120'32 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF
 NA2120'A METAL WITNESS POST.  (NOTE 16A)
 NA2120'
 NA2120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NA2120'MAIN STREET IN WEST WINFIELD, GO NORTH ON MAIN STREET FOR
 NA2120'1.2 MILES TO A CROSSROAD, TURN LEFT AND FOLLOW STONE ROAD FOR
 NA2120'1.3 MILES TO A ROAD LEFT.  (AZIMUTH MARK IS 0.2 MILE STRAIGHT
 NA2120'AHEAD ON THE RIGHT.) TURN LEFT AND GO 0.25 MILE, 0.05 MILE
 NA2120'BEFORE REACHING THE CREST OF THE HILL, TO END OF TRUCK TRAVEL
 NA2120'AND THE STATION 290 FEET SOUTH.
 NA2120
 NA2120                          STATION RECOVERY (1975)
 NA2120
 NA2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2120'STATION MARK WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 NA2120'1963.  RM 3 WAS FOUND SLIGHTLY LOOSE, BUT SETTING
 NA2120'VERTICAL.  RM 4 IS TILTED SLIGHTLY TO NORTHEAST.  AZIMUTH MARK
 NA2120'WAS FOUND IN GOOD CONDITION.  DISTANCE AND ANGLES TO THE
 NA2120'REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN
 NA2120'FROM WEST CLOCKWISE AROUND TO EAST.  THE REMAINING 180 DEGREE
 NA2120'AREA IS BLOCKED BY TREES AND HIGHER GROUND.  THE AZIMUTH MARK
 NA2120'IS VISIBLE FROM STATION.
 NA2120'
 NA2120'STATION IS LOCATED ON THE OPEN NORTHEAST SLOPE OF A PROMINENT
 NA2120'HILL THAT SETS AT THE NORTH END OF A 2-MILE-LONG
 NA2120'RIDGE.  STATION MARK IS A STANDARD DISK STAMPED BABCOCK 1942,
 NA2120'SET IN THE TOP OF A 4-INCH IRON PIPE FILLED WITH CONCRETE AND
 NA2120'PROJECTING 2 INCHES FROM GROUND.  IT IS ABOUT 200 FEET
 NA2120'SOUTH-SOUTHEAST OF A FARM ROAD, ABOUT 130 FEET NORTH-NORTHEAST
 NA2120'OF AN 18-INCH MAPLE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 NA2120'
 NA2120'RM NO.3 IS A STANDARD DISK STAMPED BABCOCK NO 3 1942, SET IN
 NA2120'THE TOP OF A 4-INCH IRON PIPE FILLED WITH CONCRETE AND
 NA2120'PROJECTING 9 INCHES FROM GROUND.  IT IS 69 FEET NORTH-NORTHEAST
 NA2120'OF THE FENCE LINE, 11 FEET NORTHEAST OF AN 18-INCH MAPLE,
 NA2120'5 FEET NORTH OF ANOTHER 18-INCH MAPLE, AND 3 FEET NORTH OF A
 NA2120'WITNESS POST.
 NA2120'
 NA2120'RM NO.4 IS A STANDARD DISK STAMPED BABCOCK NO 4 1942, SET IN
 NA2120'THE TOP OF A 4-INCH IRON PIPE FILLED WITH CONCRETE AND
 NA2120'PROJECTING 4 INCHES FROM GROUND.  IT IS 36 FEET EAST OF A 3-FOOT
 NA2120'BEECH TREE, 11 FEET NORTH-NORTHWEST OF A 12-INCH ELM, AND
 NA2120'116 FEET WEST OF RM 3.
 NA2120'
 NA2120'AZIMUTH MARK IS A STANDARD DISK STAMPED BABCOCK 1963, SET IN
 NA2120'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 NA2120'32 FEET EAST OF CENTER LINE OF ROAD.
 NA2120'
 NA2120'TO REACH STATION FROM THE MAIN CROSSROAD INTERSECTION IN WEST
 NA2120'WINFIELD, GO NORTH ON MAIN STREET, AND CONTINUE FOR 1.2 MILES
 NA2120'TO A DIAGONAL CROSSROAD.  TURN LEFT AND GO NORTHWEST ON
 NA2120'STONE RD. FOR 1.3 MILES TO A DIRT ROAD LEFT.  GO LEFT 0.25 MILE
 NA2120'TO END OF TRUCK TRAVEL ABOUT 75 YARDS BEFORE REACHING CREST OF
 NA2120'GRADE.  WALK SOUTH-SOUTHEAST, UPSLOPE, ABOUT 200 FEET TO
 NA2120'STATION.
 NA2120'
 NA2120'TO REACH THE AZIMUTH MARK FROM STATION, GO BACK DOWN THE DIRT
 NA2120'ROAD 0.25 MILE TO JUNCTION WITH MACADAM ROAD.  TURN LEFT AND
 NA2120'GO NORTHERLY 0.2 MILE TO AZIMUTH MARK ON RIGHT.
 NA2120'
 NA2120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2120'2 MILES NNW OF WEST WINFIELD.
 NA2120
 NA2120                          STATION RECOVERY (1975)
 NA2120
 NA2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NA2120'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 NA2120'REFERENCE MARK 3 WAS FOUND TO BE LOOSE IN THE GROUND AND THE MARK WAS
 NA2120'RE-ENFORCED BY CONCRETE.  REFERENCE MARK 4 WAS FOUND TILTED WAY OUT OF
 NA2120'POSITION.  THE MARK WAS STRAIGHTENED UP AND USED AS REFERENCE MARK 5.
 NA2120'THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 FAILED TO CHECK. A
 NA2120'DIFFERENCE OF 0.11 FOOT (3.35 CM) LONGER IN DISTANCE AND 2 MINUTES AND
 NA2120'25 SECONDS LOWER IN DIRECTION WAS NOTED TO THE MARK.  A NEW
 NA2120'DESCRIPTION FOLLOWS.
 NA2120'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHWEST OF WEST
 NA2120'WINFIELD, ON THE NORTH SLOPE OF A HIGH TIMBERED RIDGE AND IN PASTURE
 NA2120'LAND TO THE NORTH OF THE TIMBER LINE. OWNERSHIP--RONALD HUNTLEY, ROUTE
 NA2120'NUMBER 1, STONE ROAD, WEST WINFIELD, NEW YORK, 13491.  TO REACH THE
 NA2120'STATION FROM THE POST OFFICE IN WEST WINFIELD, GO EAST ON U.S.
 NA2120'HIGHWAY 20 FOR 0.1 KM (0.05 MI) TO A CROSS STREET.  TURN LEFT AND GO
 NA2120'NORTH ON NORTH STREET FOR 1.9 KM (1.20 MI) TO A CROSSROAD.  TURN LEFT
 NA2120'AND GO NORTHWEST ON STONE ROAD FOR 1.9 KM (1.20 MI) TO A SIDE ROAD
 NA2120'LEFT. TURN LEFT AND GO NORTHWEST ON A PAVED ROAD FOR 0.4 KM (0.25 MI)
 NA2120'TO A LARGE TREE ON THE LEFT AND THE END OF TRUCK TRAVEL (ABOUT 75
 NA2120'YARDS BEFORE REACHING THE CREST OF HILL) PACK SOUTH UP STEEP HILL FOR
 NA2120'75 YARDS TO THE STATION.
 NA2120'THE STATION IS A STANDARD CGS DISK STAMPED--BABCOCK 1942--, SET IN
 NA2120'CONCRETE IN THE TOP OF A 10 CM (4 INCH) PIPE THAT PROJECTS 5 CM (2
 NA2120'INCHES) .  LOCATED 67.1 METERS (220.1 FT) SOUTH-SOUTHWEST FROM THE
 NA2120'CENTER OF THE ROAD.  18.6 METERS (61.0 FT) NORTH-NORTHEAST FROM A
 NA2120'36-INCH MAPLE TREE AT THE EDGE OF TREE LINE AND 0.9 METER (3.0 FT)
 NA2120'EAST FROM A CARSONITE WITNESS POST AND SIGN.
 NA2120'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--BABCOCK NO 3
 NA2120'1942--, SET IN THE TOP OF A CONCRETE FILLED 10 CM (4 INCH) PIPE THAT
 NA2120'PRJOJECTS 30 CM (12 INCHES). LOCATED 18.0 METERS (59.1 FT) SOUTHEAST
 NA2120'FROM THE 36-INCH MAPLE TREE.  0.6 METER (2.0 FT) NORTHEAST FROM A
 NA2120'METAL WITNESS POST AND 1.8 METER (5.9 FT) HIGHER THAN THE STATION.
 NA2120'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--BABCOCK 1942 NO 5
 NA2120'1982--,SET IN THE TOP OF A CONCRETE FILLED 10 CM (4 INCH) PIPE THAT
 NA2120'PROJECTS 10 CM (4 INCHES) . LOCATED 17.7 METERS (58.1 FT) NORTHWEST
 NA2120'FROM THE 36-INCH MAPLE TREE. 0.3 METER (1.0 FT) SOUTHEAST FROM A METAL
 NA2120'WITNESS POST AND 2.4 METERS (7.9 FT) HIGHER THAN THE STATION.
 NA2120'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--BABCOCK 1942 1963--,
 NA2120'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NA2120'DIAMETER, FLUSH WITH GROUND. LOCATED 54.9 METERS (180.1 FT) SOUTH FROM
 NA2120'A POINT EAST OF A POWERLINE POLE WITH A TRANSFORMER ON THE WEST SIDE
 NA2120'OF THE ROAD.  9.4 METERS (30.8 FT) EAST FROM THE CENTER OF ROAD.  0.8
 NA2120'METER (2.6 FT) WEST FROM A CARSONITE WITNESS POST AND SIGN.  TO REACH
 NA2120'THE AZIMUTH MARK FROM THE INTERSECTION OF STONE ROAD AND THE SIDE ROAD
 NA2120'LEFT, GO NORTH ON STONE ROAD FOR 0.3 KM (0.20 MI) TO THE MARK ON THE
 NA2120'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2450 ***********************************************************************
 KU2450  DESIGNATION -  BABYLON CO WATER AUTH TANK
 KU2450  PID         -  KU2450
 KU2450  STATE/COUNTY-  NY/SUFFOLK
 KU2450  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2450
 KU2450                         *CURRENT SURVEY CONTROL
 KU2450  ___________________________________________________________________
 KU2450* NAD 83(1996)-  40 41 57.76016(N)    073 21 22.62705(W)     ADJUSTED  
 KU2450* NAVD 88     -                                                        
 KU2450  ___________________________________________________________________
 KU2450  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KU2450  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU2450
 KU2450  HORZ ORDER  -  THIRD
 KU2450
 KU2450.The horizontal coordinates were established by classical geodetic methods
 KU2450.and adjusted by the National Geodetic Survey in January 1999..
 KU2450
 KU2450
 KU2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2450
 KU2450.The geoid height was determined by GEOID03.
 KU2450
 KU2450;                    North         East     Units Scale Factor Converg.
 KU2450;SPC NY L     -    59,355.190   354,403.802   MT  0.99999834   +0 25 15.8
 KU2450;SPC NY L     -   194,734.49  1,162,739.81   sFT  0.99999834   +0 25 15.8
 KU2450;UTM  18      - 4,506,685.138   638,867.997   MT  0.99983737   +1 04 19.3
 KU2450
 KU2450                          SUPERSEDED SURVEY CONTROL
 KU2450
 KU2450  NAD 83(1996)-  40 41 57.76307(N)    073 21 22.62615(W) AD(       ) 4
 KU2450  NAD 83(1992)-  40 41 57.76264(N)    073 21 22.62588(W) AD(       ) 4
 KU2450  NAD 83(1986)-  40 41 57.76409(N)    073 21 22.62640(W) AD(       ) 4
 KU2450  NAD 27      -  40 41 57.40699(N)    073 21 24.18883(W) AD(       ) 3
 KU2450
 KU2450.Superseded values are not recommended for survey control.
 KU2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2450.See file dsdata.txt to determine how the superseded data were derived.
 KU2450
 KU2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3886806685(NAD 83)
 KU2450_MARKER: 53 = ELEVATED TANK
 KU2450
 KU2450  HISTORY     - Date     Condition        Report By
 KU2450  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2450  HISTORY     - 1984     GOOD             USPSQD
 KU2450  HISTORY     - 20020731 GOOD             USPSQD
 KU2450
 KU2450                          STATION DESCRIPTION
 KU2450
 KU2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2450'THE STATION IS THE CAP ATOP THE LARGE METAL WATER TANK WITH EIGHT
 KU2450'LEGS.  THE ENTIRE STRUCTURE IS PAINTED GREY AND IS 150 FEET IN
 KU2450'OVER-ALL HEIGHT.
 KU2450'
 KU2450'THE TANK IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY AND IS
 KU2450'LOCATED ABOUT 300 FEET NORTHWEST OF THE INTERSECTION OF NORTH
 KU2450'RAILROAD AVENUE AND ALBIN AVENUE IN BABYLON, NEW YORK.
 KU2450
 KU2450                          STATION RECOVERY (1984)
 KU2450
 KU2450'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2450'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962.
 KU2450
 KU2450                          STATION RECOVERY (2002)
 KU2450
 KU2450'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2468 ***********************************************************************
 KU2468  DESIGNATION -  BABYLON COVE FLAGPOLE
 KU2468  PID         -  KU2468
 KU2468  STATE/COUNTY-  NY/SUFFOLK
 KU2468  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2468
 KU2468                         *CURRENT SURVEY CONTROL
 KU2468  ___________________________________________________________________
 KU2468* NAD 83(1996)-  40 41 16.06492(N)    073 18 38.91701(W)     ADJUSTED  
 KU2468* NAVD 88     -                                                        
 KU2468  ___________________________________________________________________
 KU2468  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KU2468  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU2468
 KU2468  HORZ ORDER  -  THIRD
 KU2468
 KU2468.The horizontal coordinates were established by classical geodetic methods
 KU2468.and adjusted by the National Geodetic Survey in January 1999..
 KU2468
 KU2468
 KU2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2468
 KU2468.The geoid height was determined by GEOID03.
 KU2468
 KU2468;                    North         East     Units Scale Factor Converg.
 KU2468;SPC NY L     -    58,098.313   358,257.183   MT  0.99999889   +0 27 02.8
 KU2468;SPC NY L     -   190,610.88  1,175,382.11   sFT  0.99999889   +0 27 02.8
 KU2468;UTM  18      - 4,505,472.298   642,734.807   MT  0.99985077   +1 06 05.2
 KU2468
 KU2468                          SUPERSEDED SURVEY CONTROL
 KU2468
 KU2468  NAD 83(1996)-  40 41 16.06786(N)    073 18 38.91636(W) AD(       ) 4
 KU2468  NAD 83(1992)-  40 41 16.06738(N)    073 18 38.91622(W) AD(       ) 4
 KU2468  NAD 83(1986)-  40 41 16.06899(N)    073 18 38.91637(W) AD(       ) 4
 KU2468  NAD 27      -  40 41 15.71000(N)    073 18 40.51000(W) AD(       ) 3
 KU2468
 KU2468.Superseded values are not recommended for survey control.
 KU2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2468.See file dsdata.txt to determine how the superseded data were derived.
 KU2468
 KU2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4273505472(NAD 83)
 KU2468_MARKER: 62 = FLAGPOLE
 KU2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2468+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 KU2468
 KU2468  HISTORY     - Date     Condition        Report By
 KU2468  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2468  HISTORY     - 1949     GOOD             CGS
 KU2468  HISTORY     - 20031112 GOOD             USPSQD
 KU2468
 KU2468                          STATION DESCRIPTION
 KU2468
 KU2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2468'THE FLAGPOLE OF THE BABYLON YACHT CLUB ON THE W SIDE OF THE S
 KU2468'FOOT OF EATON AVENUE.  THE FLAGPOLE IS ON THE LAWN E OF THE
 KU2468'CLUBHOUSE.  IT CONSISTS OF TWO POLES ATTACHED SIDE BY SIDE
 KU2468'SURMOUNTED BY A SMALLER POLE WITH YARDARM.  HEIGHT APPROXIMATELY
 KU2468'60 FEET.
 KU2468
 KU2468                          STATION RECOVERY (1949)
 KU2468
 KU2468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2468'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 KU2468
 KU2468                          STATION RECOVERY (2003)
 KU2468
 KU2468'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2468'ITEM LOCATED ON EATON LANE  NOT EATON AVENUE. IN WEST ISLIP,  MONTAUK
 KU2468'HWY TO EATON LANE SOUTH TO END AND BABYLON YACHT CLUB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2464 ***********************************************************************
 KU2464  DESIGNATION -  BABYLON METH CH SPIRE
 KU2464  PID         -  KU2464
 KU2464  STATE/COUNTY-  NY/SUFFOLK
 KU2464  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2464
 KU2464                         *CURRENT SURVEY CONTROL
 KU2464  ___________________________________________________________________
 KU2464* NAD 83(1996)-  40 41 57.94524(N)    073 19 20.24355(W)     ADJUSTED  
 KU2464* NAVD 88     -                                                        
 KU2464  ___________________________________________________________________
 KU2464  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KU2464  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU2464
 KU2464  HORZ ORDER  -  THIRD
 KU2464
 KU2464.The horizontal coordinates were established by classical geodetic methods
 KU2464.and adjusted by the National Geodetic Survey in January 1999..
 KU2464
 KU2464
 KU2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2464
 KU2464.The geoid height was determined by GEOID03.
 KU2464
 KU2464;                    North         East     Units Scale Factor Converg.
 KU2464;SPC NY L     -    59,382.570   357,276.838   MT  0.99999834   +0 26 35.8
 KU2464;SPC NY L     -   194,824.32  1,172,165.76   sFT  0.99999834   +0 26 35.8
 KU2464;UTM  18      - 4,506,745.147   641,740.088   MT  0.99984729   +1 05 39.1
 KU2464
 KU2464                          SUPERSEDED SURVEY CONTROL
 KU2464
 KU2464  NAD 83(1996)-  40 41 57.94813(N)    073 19 20.24289(W) AD(       ) 4
 KU2464  NAD 83(1992)-  40 41 57.94760(N)    073 19 20.24270(W) AD(       ) 4
 KU2464  NAD 83(1986)-  40 41 57.94937(N)    073 19 20.24302(W) AD(       ) 4
 KU2464  NAD 27      -  40 41 57.59250(N)    073 19 21.80908(W) AD(       ) 3
 KU2464
 KU2464.Superseded values are not recommended for survey control.
 KU2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2464.See file dsdata.txt to determine how the superseded data were derived.
 KU2464
 KU2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4174006745(NAD 83)
 KU2464_MARKER: 90 = CHURCH SPIRE
 KU2464
 KU2464  HISTORY     - Date     Condition        Report By
 KU2464  HISTORY     - 1875     FIRST OBSERVED   CGS
 KU2464  HISTORY     - 1909     GOOD             CGS
 KU2464  HISTORY     - 1933     GOOD             CGS
 KU2464  HISTORY     - 1949     GOOD             CGS
 KU2464  HISTORY     - 1967     GOOD             CGS
 KU2464  HISTORY     - 1984     GOOD             USPSQD
 KU2464  HISTORY     - 20020731 GOOD             USPSQD
 KU2464  HISTORY     - 20050806 GOOD             USPSQD
 KU2464
 KU2464                          STATION DESCRIPTION
 KU2464
 KU2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EBL)
 KU2464'A WHITE SPIRE ON CHURCH ON E SIDE OF DEER PARK AVENUE, ON NE
 KU2464'CORNER OF JAMES STREET, A BLOCK AND A HALF S OF RAILROAD.  CHURCH
 KU2464'PAINTED YELLOW, SPIRE TOO MAY BE YELLOW, THOUGH ORIGINALLY WHITE.
 KU2464'CHURCH CARRIES THE INSCRIPTION--M.E. CHURCH, ERECTED A. D. 1859.
 KU2464'
 KU2464'BABYLON M. E. CHURCH REPORTED RECOVERED IN 1920 BY U.S. ENGINEERS.
 KU2464
 KU2464                          STATION RECOVERY (1933)
 KU2464
 KU2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2464'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KU2464'
 KU2464'A COMPLETE DESCRIPTION FOLLOWS--
 KU2464'
 KU2464'THE SPIRE IN BABYLON ON THE E SIDE OF DEER PARK AVENUE, ON THE NE
 KU2464'CORNER OF JAMES STREET, A BLOCK AND A HALF S OF THE LONG ISLAND
 KU2464'RAILROAD TRACKS, ON THE BABYLON METHODIST EPISCOPAL CHURCH.  IT IS
 KU2464'A YELLOW SPIRE (THOUGH ORIGINALLY PAINTED WHITE).  RISING FROM A
 KU2464'YELLOW CHURCH BUILDING.  CHURCH CARRIES THE INSCRIPTION M.E.
 KU2464'CHURCH ERECTED A. D. 1859.
 KU2464'
 KU2464'CENTER IS MARKED BY THE SPIRE APEX.
 KU2464'
 KU2464'NO AIR-PHOTO-CONTROL MEASUREMENTS WERE TAKEN.
 KU2464
 KU2464                          STATION RECOVERY (1949)
 KU2464
 KU2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2464'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT THE
 KU2464'CHURCH IS NOW PAINTED WHITE.
 KU2464
 KU2464                          STATION RECOVERY (1967)
 KU2464
 KU2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2464'THE STATION WAS RECOVERED AS DESCRIBED BY E. R. MC C. IN 1949.
 KU2464
 KU2464                          STATION RECOVERY (1984)
 KU2464
 KU2464'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2464'STATION RECOVERED AS DESCRIBED IN 1949 AND 1967.
 KU2464
 KU2464                          STATION RECOVERY (2002)
 KU2464
 KU2464'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2464'RECOVERED IN GOOD CONDITION.
 KU2464
 KU2464                          STATION RECOVERY (2005)
 KU2464
 KU2464'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2469 ***********************************************************************
 KU2469  DESIGNATION -  BABYLON MUNICIPAL TANK
 KU2469  PID         -  KU2469
 KU2469  STATE/COUNTY-  NY/SUFFOLK
 KU2469  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2469
 KU2469                         *CURRENT SURVEY CONTROL
 KU2469  ___________________________________________________________________
 KU2469* NAD 83(1996)-  40 41 47.57905(N)    073 19 12.85634(W)     ADJUSTED  
 KU2469* NAVD 88     -                                                        
 KU2469  ___________________________________________________________________
 KU2469  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KU2469  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU2469
 KU2469  HORZ ORDER  -  THIRD
 KU2469
 KU2469.The horizontal coordinates were established by classical geodetic methods
 KU2469.and adjusted by the National Geodetic Survey in January 1999..
 KU2469
 KU2469
 KU2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2469
 KU2469.The geoid height was determined by GEOID03.
 KU2469
 KU2469;                    North         East     Units Scale Factor Converg.
 KU2469;SPC NY L     -    59,064.161   357,452.741   MT  0.99999847   +0 26 40.6
 KU2469;SPC NY L     -   193,779.67  1,172,742.87   sFT  0.99999847   +0 26 40.6
 KU2469;UTM  18      - 4,506,428.805   641,919.570   MT  0.99984791   +1 05 43.7
 KU2469
 KU2469                          SUPERSEDED SURVEY CONTROL
 KU2469
 KU2469  NAD 83(1996)-  40 41 47.58197(N)    073 19 12.85568(W) AD(       ) 4
 KU2469  NAD 83(1992)-  40 41 47.58148(N)    073 19 12.85553(W) AD(       ) 4
 KU2469  NAD 83(1986)-  40 41 47.58316(N)    073 19 12.85571(W) AD(       ) 4
 KU2469  NAD 27      -  40 41 47.22829(N)    073 19 14.42118(W) AD(       ) 3
 KU2469
 KU2469.Superseded values are not recommended for survey control.
 KU2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2469.See file dsdata.txt to determine how the superseded data were derived.
 KU2469
 KU2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4192006429(NAD 83)
 KU2469_MARKER: 53 = ELEVATED TANK
 KU2469
 KU2469  HISTORY     - Date     Condition        Report By
 KU2469  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2469  HISTORY     - 1951     GOOD             CGS
 KU2469  HISTORY     - 1962     GOOD             CGS
 KU2469  HISTORY     - 1967     GOOD             CGS
 KU2469  HISTORY     - 1984     GOOD             USPSQD
 KU2469  HISTORY     - 20020731 MARK NOT FOUND   USPSQD
 KU2469  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 KU2469
 KU2469                          STATION DESCRIPTION
 KU2469
 KU2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2469'THE BLACK WATER TANK ON THE S SIDE OF THE MONTAUK HIGHWAY,
 KU2469'APPROXIMATELY 300 METERS W OF WILLOW STREET.  THE ORDINARY-TYPE
 KU2469'STEEL TANK BUILT ON A STEEL SPIDER STRUCTURE.  HEIGHT
 KU2469'APPROXIMATELY 150 FEET.
 KU2469
 KU2469                          STATION RECOVERY (1951)
 KU2469
 KU2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2469'THE APEX OF THE WATER TANK WAS INTERSECTED.  THE TANK IS LOCATED
 KU2469'ON THE SOUTH SIDE OF EAST MAIN STREET IN BABYLON.  IT IS ABOUT 125
 KU2469'FEET HIGH.
 KU2469
 KU2469                          STATION RECOVERY (1962)
 KU2469
 KU2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2469'THE TANK IS LOCATED, AS DESCRIBED IN THE 1951 RECOVERY NOTE, ON
 KU2469'THE SOUTH SIDE OF EAST MAIN STREET AND JUST SOUTHWEST OF THE MAIN
 KU2469'STREET INTERSECTION WITH COOPER STREET IN BABYLON.  IT IS
 KU2469'PRESENTLY UNDER CONTROL OF THE SUFFOLK COUNTY WATER AUTHORITY AND
 KU2469'THEIR NAME FOR IT IS BABYLON, SUYDAM PLACE TANK.
 KU2469'
 KU2469'IT IS A GREY PAINTED, ORDINARY TYPE WATER TANK SUPPORTED BY A
 KU2469'6-LEGGED STEEL STRUCTURE.  THE OVER-ALL HEIGHT IS 179 FEET.
 KU2469'
 KU2469'THE POINT INTERSECTED WAS THE APEX OF THE WATER TANK.
 KU2469
 KU2469                          STATION RECOVERY (1967)
 KU2469
 KU2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2469'STATION RECOVERED AS DESCRIBED.
 KU2469
 KU2469                          STATION RECOVERY (1984)
 KU2469
 KU2469'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2469'DESCRIPTION ADEQUATE.  STATION RECOVERED AS DESCRIBED IN 1962 AND
 KU2469'1967.
 KU2469
 KU2469                          STATION RECOVERY (2002)
 KU2469
 KU2469'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2469'MARK NOT FOUND.
 KU2469
 KU2469                          STATION RECOVERY (2003)
 KU2469
 KU2469'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2466 ***********************************************************************
 KU2466  DESIGNATION -  BABYLON PRESB CH SPIRE
 KU2466  PID         -  KU2466
 KU2466  STATE/COUNTY-  NY/SUFFOLK
 KU2466  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2466
 KU2466                         *CURRENT SURVEY CONTROL
 KU2466  ___________________________________________________________________
 KU2466* NAD 83(1996)-  40 41 48.98143(N)    073 19 20.20841(W)     ADJUSTED  
 KU2466* NAVD 88     -                                                        
 KU2466  ___________________________________________________________________
 KU2466  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 KU2466  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU2466
 KU2466  HORZ ORDER  -  THIRD
 KU2466
 KU2466.The horizontal coordinates were established by classical geodetic methods
 KU2466.and adjusted by the National Geodetic Survey in January 1999..
 KU2466
 KU2466
 KU2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2466
 KU2466.The geoid height was determined by GEOID03.
 KU2466
 KU2466;                    North         East     Units Scale Factor Converg.
 KU2466;SPC NY L     -    59,106.081   357,279.802   MT  0.99999846   +0 26 35.8
 KU2466;SPC NY L     -   193,917.20  1,172,175.48   sFT  0.99999846   +0 26 35.8
 KU2466;UTM  18      - 4,506,468.751   641,746.192   MT  0.99984731   +1 05 38.9
 KU2466
 KU2466                          SUPERSEDED SURVEY CONTROL
 KU2466
 KU2466  NAD 83(1996)-  40 41 48.98420(N)    073 19 20.20762(W) AD(       ) 4
 KU2466  NAD 83(1992)-  40 41 48.98369(N)    073 19 20.20742(W) AD(       ) 4
 KU2466  NAD 83(1986)-  40 41 48.98546(N)    073 19 20.20781(W) AD(       ) 4
 KU2466  NAD 27      -  40 41 48.62908(N)    073 19 21.77358(W) AD(       ) 3
 KU2466
 KU2466.Superseded values are not recommended for survey control.
 KU2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2466.See file dsdata.txt to determine how the superseded data were derived.
 KU2466
 KU2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4174606469(NAD 83)
 KU2466_MARKER: 90 = CHURCH SPIRE
 KU2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2466+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 KU2466
 KU2466  HISTORY     - Date     Condition        Report By
 KU2466  HISTORY     - 1875     FIRST OBSERVED   CGS
 KU2466  HISTORY     - 1909     GOOD             CGS
 KU2466  HISTORY     - 1933     GOOD             CGS
 KU2466  HISTORY     - 1967     GOOD             CGS
 KU2466  HISTORY     - 1984     GOOD             USPSQD
 KU2466  HISTORY     - 20020731 GOOD             USPSQD
 KU2466  HISTORY     - 20030514 MARK NOT FOUND   USPSQD
 KU2466  HISTORY     - 20031112 GOOD             USPSQD
 KU2466  HISTORY     - 20050806 GOOD             USPSQD
 KU2466
 KU2466                          STATION DESCRIPTION
 KU2466
 KU2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EBL)
 KU2466'TALL WHITE SPIRE WITH CLOCK ON N SIDE OF MAIN STREET JUST E OF
 KU2466'DEER PARK AVENUE.
 KU2466'
 KU2466'THE WASHINGTON POST OF JUNE 14, 1911 REPORTED THAT THE SPIRE OF
 KU2466'THE FIRST PRESBYTERIAN CHURCH OF BABYLON HAD BEEN SHATTERED BY
 KU2466'LIGHTNING ON JUNE 11-12 AND WOULD HAVE TO BE TAKEN DOWN.  THE
 KU2466'CLOCK WAS UNINJURED.
 KU2466
 KU2466                          STATION RECOVERY (1933)
 KU2466
 KU2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2466'RECOVERED IN GOOD CONDITION.  THE ORIGINAL SPIRE WAS DESTROYED BY
 KU2466'LIGHTNING IN 1911 ACCORDING TO REPORT.  THE SPIRE HAS BEEN REBUILT
 KU2466'AND POSITION RE-DETERMINED IN 1933 AND IT AGREES WITH THE 1909
 KU2466'POSITION.  ADDITIONAL DESCRIPTION FOLLOWS--
 KU2466'
 KU2466'THE TALL SLIM WHITE SPIRE OF THE BABYLON PRESBYTERIAN CHURCH, ON
 KU2466'THE N SIDE OF MAIN STREET (MONTAUK HIGHWAY), E OF DEER PARK
 KU2466'AVENUE.  HEIGHT APPROXIMATELY 150 FEET.
 KU2466
 KU2466                          STATION RECOVERY (1967)
 KU2466
 KU2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2466'THE STATION WAS RECOVERED AS DESCRIBED BY R.P.E.
 KU2466'
 KU2466'THE POINT INTERSECTED WAS THE BASE OF THE CROSS ATOP THE SPIRE AND
 KU2466'THE OVER-ALL HEIGHT IS 103 FEET.
 KU2466
 KU2466                          STATION RECOVERY (1984)
 KU2466
 KU2466'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2466'DESCRIPTION ADEQUATE.  STATION RECOVERED AS DESCRIBED IN 1967.
 KU2466
 KU2466                          STATION RECOVERY (2002)
 KU2466
 KU2466'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2466'RECOVERED IN GOOD CONDITION.
 KU2466
 KU2466                          STATION RECOVERY (2003)
 KU2466
 KU2466'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2466'CROSS ATOP STEEPLE REPLACED WITH WEATHER VANE IN NOV 2002
 KU2466
 KU2466                          STATION RECOVERY (2003)
 KU2466
 KU2466'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2466'STATION FOUND EXCELLANT
 KU2466
 KU2466                          STATION RECOVERY (2005)
 KU2466
 KU2466'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2448 ***********************************************************************
 KU2448  DESIGNATION -  BABYLON RAD STA WBAB MAST
 KU2448  PID         -  KU2448
 KU2448  STATE/COUNTY-  NY/SUFFOLK
 KU2448  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2448
 KU2448                         *CURRENT SURVEY CONTROL
 KU2448  ___________________________________________________________________
 KU2448* NAD 83(1996)-  40 42 32.44060(N)    073 21 49.70117(W)     ADJUSTED  
 KU2448* NAVD 88     -                                                        
 KU2448  ___________________________________________________________________
 KU2448  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KU2448  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU2448
 KU2448  HORZ ORDER  -  THIRD
 KU2448
 KU2448.The horizontal coordinates were established by classical geodetic methods
 KU2448.and adjusted by the National Geodetic Survey in January 1999..
 KU2448
 KU2448
 KU2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2448
 KU2448.The geoid height was determined by GEOID03.
 KU2448
 KU2448;                    North         East     Units Scale Factor Converg.
 KU2448;SPC NY L     -    60,420.294   353,760.438   MT  0.99999792   +0 24 58.0
 KU2448;SPC NY L     -   198,228.91  1,160,629.04   sFT  0.99999792   +0 24 58.0
 KU2448;UTM  18      - 4,507,742.691   638,212.677   MT  0.99983513   +1 04 02.4
 KU2448
 KU2448                          SUPERSEDED SURVEY CONTROL
 KU2448
 KU2448  NAD 83(1996)-  40 42 32.44343(N)    073 21 49.70025(W) AD(       ) 4
 KU2448  NAD 83(1992)-  40 42 32.44298(N)    073 21 49.69989(W) AD(       ) 4
 KU2448  NAD 83(1986)-  40 42 32.44451(N)    073 21 49.70066(W) AD(       ) 4
 KU2448  NAD 27      -  40 42 32.08717(N)    073 21 51.26357(W) AD(       ) 3
 KU2448
 KU2448.Superseded values are not recommended for survey control.
 KU2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2448.See file dsdata.txt to determine how the superseded data were derived.
 KU2448
 KU2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3821307743(NAD 83)
 KU2448_MARKER: 42 = RADIO/TV MAST
 KU2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2448+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 KU2448
 KU2448  HISTORY     - Date     Condition        Report By
 KU2448  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2448  HISTORY     - 1975     GOOD             NGS
 KU2448  HISTORY     - 1984     GOOD             USCG
 KU2448  HISTORY     - 1984     GOOD             USPSQD
 KU2448  HISTORY     - 20031112 GOOD             USPSQD
 KU2448  HISTORY     - 20050806 GOOD             USPSQD
 KU2448
 KU2448                          STATION DESCRIPTION
 KU2448
 KU2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2448'THE STATION IS THE RED LIGHT ATOP THE GUYED LACED STEEL MAST
 KU2448'WHICH IS PAINTED IN ALTERNATED SECTIONS OF RED AND WHITE AND HAS
 KU2448'AN OVER-ALL HEIGHT OF 170 FEET.
 KU2448'
 KU2448'THE MAST IS LOCATED 0.1 MILE SOUTH OF THE INTERSECTION OF STATE
 KU2448'HIGHWAY 27 (SUNRISE HIGHWAY) AND STATE HIGHWAY 109 IN BABYLON.
 KU2448
 KU2448                          STATION RECOVERY (1975)
 KU2448
 KU2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EP)
 KU2448'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KU2448'DESCRIBED.
 KU2448'
 KU2448'THE MAST IS LOCATED AT THE INTERSECTION OF WEBSTER DRIVE AND EAST
 KU2448'DRIVE IN BABYLON.
 KU2448'
 KU2448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT BABYLON.
 KU2448
 KU2448                          STATION RECOVERY (1984)
 KU2448
 KU2448'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2448'STATION RECOVERED GOOD.
 KU2448'
 KU2448'SUGGEST BETTER, MORE ACCURATE LOCATION--EXIT NO. 37, SUNRISE HIGHWAY
 KU2448'(NY NO. 27) PROCEED S.E. ON NY NO. 109, FARMINGDALE ROAD TO FIRST
 KU2448'SOUTH STREET, CALLED EAST DRIVE.  PROCEED ON EAST DRIVE, ABOUT 1/4
 KU2448'MILE, MAST IS PRESENTLY LOCATED IN AN OPEN FIELD, DIRECTLY ACROSS
 KU2448'FROM A RESIDENCE NUMBERED 699 EAST DRIVE.  FURTHER REFERENCE
 KU2448'LILCO WOOD POLE NO. 3, IS DIRECTLY ACROSS FROM MAST ON THE
 KU2448'SOUTHERN CORNER OF 699 EAST DRIVE.
 KU2448
 KU2448                          STATION RECOVERY (1984)
 KU2448
 KU2448'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2448'DESCRIPTION OF THE STATION IS STILL GOOD WITH THE EXCEPTION THAT THE
 KU2448'RADIO STATION CALL LETTERS ARE NOW WNYG.
 KU2448
 KU2448                          STATION RECOVERY (2003)
 KU2448
 KU2448'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2448'NEEDS PAINT JOB
 KU2448
 KU2448                          STATION RECOVERY (2005)
 KU2448
 KU2448'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2459 ***********************************************************************
 KU2459  DESIGNATION -  BABYLON RAD STA WGLI NW MAST
 KU2459  PID         -  KU2459
 KU2459  STATE/COUNTY-  NY/SUFFOLK
 KU2459  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2459
 KU2459                         *CURRENT SURVEY CONTROL
 KU2459  ___________________________________________________________________
 KU2459* NAD 83(1996)-  40 43 06.98332(N)    073 20 04.77624(W)     ADJUSTED  
 KU2459* NAVD 88     -                                                        
 KU2459  ___________________________________________________________________
 KU2459  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KU2459  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU2459
 KU2459  HORZ ORDER  -  THIRD
 KU2459
 KU2459.The horizontal coordinates were established by classical geodetic methods
 KU2459.and adjusted by the National Geodetic Survey in January 1999..
 KU2459
 KU2459
 KU2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2459
 KU2459.The geoid height was determined by GEOID03.
 KU2459
 KU2459;                    North         East     Units Scale Factor Converg.
 KU2459;SPC NY L     -    61,504.090   356,215.213   MT  0.99999752   +0 26 06.7
 KU2459;SPC NY L     -   201,784.67  1,168,682.74   sFT  0.99999752   +0 26 06.7
 KU2459;UTM  18      - 4,508,854.143   640,654.588   MT  0.99984351   +1 05 11.6
 KU2459
 KU2459                          SUPERSEDED SURVEY CONTROL
 KU2459
 KU2459  NAD 83(1996)-  40 43 06.98603(N)    073 20 04.77544(W) AD(       ) 4
 KU2459  NAD 83(1992)-  40 43 06.98548(N)    073 20 04.77508(W) AD(       ) 4
 KU2459  NAD 83(1986)-  40 43 06.98730(N)    073 20 04.77585(W) AD(       ) 4
 KU2459  NAD 27      -  40 43 06.63148(N)    073 20 06.34283(W) AD(       ) 3
 KU2459
 KU2459.Superseded values are not recommended for survey control.
 KU2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2459.See file dsdata.txt to determine how the superseded data were derived.
 KU2459
 KU2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4065508854(NAD 83)
 KU2459_MARKER: 42 = RADIO/TV MAST
 KU2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2459+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 KU2459
 KU2459  HISTORY     - Date     Condition        Report By
 KU2459  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2459  HISTORY     - 1984     GOOD             USCG
 KU2459  HISTORY     - 1984     GOOD             USPSQD
 KU2459  HISTORY     - 20031112 GOOD             USPSQD
 KU2459  HISTORY     - 20050806 GOOD             USPSQD
 KU2459
 KU2459                          STATION DESCRIPTION
 KU2459
 KU2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2459'THE STATION IS THE RED LIGHT ATOP THE NORTHWEST ONE OF THREE GUYED
 KU2459'LACED STEEL MASTS WHICH ARE PAINTED IN ALTERNATE SECTIONS OF RED
 KU2459'AND WHITE AND ARE ALL 185 FEET IN HEIGHT.
 KU2459'
 KU2459'THE MASTS ARE LOCATED AT 1290 PECONIC AVENUE, BABYLON.
 KU2459
 KU2459                          STATION RECOVERY (1984)
 KU2459
 KU2459'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2459'STATION FOUND EXCELLENT.
 KU2459'
 KU2459'SUGGEST BETTER, MORE ACCURATE LOCATION INSTRUCTIONS--NORTH SIDE OF
 KU2459'NY NO. 27, SUNRISE HIGHWAY SERVICE ROAD, NORTH ON FALMOUTH ROAD,
 KU2459'LESS THAN 0.5 MILES TO END OF FALMOUTH, WHICH IS PECONIC AVE (W/E).
 KU2459'TURN EAST ON PECONIC, 300 FEET ON NORTH SIDE OF PECONIC AVE ARE THE
 KU2459'THREE (3) MASTS DESCRIBED.  NOTE--PECONIC AVE. ENDS AT THE EAST END.
 KU2459'FURTHER REFERENCE POINT IS A HORSE STABLE NEXT TO THE WGLI RADIO
 KU2459'STATION BUILDING.
 KU2459
 KU2459                          STATION RECOVERY (1984)
 KU2459
 KU2459'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2459'THE STATION WAS RECOVERED AS DESCRIBED IN 1967.
 KU2459
 KU2459                          STATION RECOVERY (2003)
 KU2459
 KU2459'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2459'RECOVERED IN GOOD CONDITION.
 KU2459
 KU2459                          STATION RECOVERY (2005)
 KU2459
 KU2459'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2463 ***********************************************************************
 KU2463  DESIGNATION -  BABYLON SCHOOL
 KU2463  PID         -  KU2463
 KU2463  STATE/COUNTY-  NY/SUFFOLK
 KU2463  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2463
 KU2463                         *CURRENT SURVEY CONTROL
 KU2463  ___________________________________________________________________
 KU2463* NAD 83(1996)-  40 41 56.22720(N)    073 19 30.94996(W)     ADJUSTED  
 KU2463* NAVD 88     -                                                        
 KU2463  ___________________________________________________________________
 KU2463  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KU2463  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU2463
 KU2463  HORZ ORDER  -  THIRD
 KU2463
 KU2463.The horizontal coordinates were established by classical geodetic methods
 KU2463.and adjusted by the National Geodetic Survey in January 1999..
 KU2463
 KU2463
 KU2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2463
 KU2463.The geoid height was determined by GEOID03.
 KU2463
 KU2463;                    North         East     Units Scale Factor Converg.
 KU2463;SPC NY L     -    59,327.636   357,025.902   MT  0.99999836   +0 26 28.8
 KU2463;SPC NY L     -   194,644.09  1,171,342.48   sFT  0.99999836   +0 26 28.8
 KU2463;UTM  18      - 4,506,687.374   641,489.831   MT  0.99984641   +1 05 32.1
 KU2463
 KU2463                          SUPERSEDED SURVEY CONTROL
 KU2463
 KU2463  NAD 83(1996)-  40 41 56.22990(N)    073 19 30.94878(W) AD(       ) 4
 KU2463  NAD 83(1992)-  40 41 56.22938(N)    073 19 30.94851(W) AD(       ) 4
 KU2463  NAD 83(1986)-  40 41 56.23119(N)    073 19 30.94929(W) AD(       ) 4
 KU2463  NAD 27      -  40 41 55.92000(N)    073 19 32.50000(W) AD(       ) 3
 KU2463
 KU2463.Superseded values are not recommended for survey control.
 KU2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2463.See file dsdata.txt to determine how the superseded data were derived.
 KU2463
 KU2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4149006687(NAD 83)
 KU2463_MARKER: 55 = TOWER
 KU2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2463+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 KU2463
 KU2463  HISTORY     - Date     Condition        Report By
 KU2463  HISTORY     - 1909     FIRST OBSERVED   CGS
 KU2463  HISTORY     - 1933     GOOD             CGS
 KU2463  HISTORY     - 1949     GOOD             CGS
 KU2463  HISTORY     - 20031112 GOOD             USPSQD
 KU2463
 KU2463                          STATION DESCRIPTION
 KU2463
 KU2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EBL)
 KU2463'THE SQUARE BRICK TOWER ON THE BRICK SCHOOL ON GROVE AVENUE (N
 KU2463'SIDE), E OF CARLL AVENUE IN BABLYON.  TOWER IS IN CENTER OF
 KU2463'BUILDING AND IS SURMOUNTED BY AN ORNAMENTAL IRON CAP PAINTED YELLOW.
 KU2463
 KU2463                          STATION RECOVERY (1933)
 KU2463
 KU2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2463'RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.
 KU2463'
 KU2463'A COMPLETE DESCRIPTION FOLLOWS--
 KU2463'
 KU2463'THE TOWER IN BABYLON ON THE N SIDE OF GROVE AVENUE, E OF CARLL
 KU2463'AVENUE ON THE BABYLON SCHOOL.  IT IS A SQUARE RED-BRICK PYRAMIDAL
 KU2463'SHAPED, SLATE ROOFED TOWER SURMOUNTED BY A SILVER BALL RISING FROM
 KU2463'THE S SIDE NEAR THE SW CORNER OF THE RED-BRICK SCHOOL BUILDING.
 KU2463'
 KU2463'CENTER IS MARKED BY THE BALL APEX TOWER.
 KU2463'
 KU2463'NO AIR-PHOTO-CONTROL MEASUREMENTS WERE TAKEN.
 KU2463
 KU2463                          STATION RECOVERY (1949)
 KU2463
 KU2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2463'STATION DESTROYED.  THE TOWER REMAINS BUT THE PYRAMIDAL ROOF HAS
 KU2463'BEEN REMOVED AND REPLACED WITH A FLAT ROOF.
 KU2463
 KU2463                          STATION RECOVERY (2003)
 KU2463
 KU2463'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2530 ***********************************************************************
 KU2530  DESIGNATION -  BABYLON TOWN HALL CUPOLA
 KU2530  PID         -  KU2530
 KU2530  STATE/COUNTY-  NY/SUFFOLK
 KU2530  USGS QUAD   -  AMITYVILLE (1979)
 KU2530
 KU2530                         *CURRENT SURVEY CONTROL
 KU2530  ___________________________________________________________________
 KU2530* NAD 83(1996)-  40 42 16.60933(N)    073 22 29.72648(W)     ADJUSTED  
 KU2530* NAVD 88     -                                                        
 KU2530  ___________________________________________________________________
 KU2530  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KU2530  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU2530
 KU2530  HORZ ORDER  -  THIRD
 KU2530
 KU2530.The horizontal coordinates were established by classical geodetic methods
 KU2530.and adjusted by the National Geodetic Survey in January 1999..
 KU2530
 KU2530
 KU2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2530
 KU2530.The geoid height was determined by GEOID03.
 KU2530
 KU2530;                    North         East     Units Scale Factor Converg.
 KU2530;SPC NY L     -    59,925.201   352,824.420   MT  0.99999811   +0 24 31.9
 KU2530;SPC NY L     -   196,604.60  1,157,558.12   sFT  0.99999811   +0 24 31.9
 KU2530;UTM  18      - 4,507,237.075   637,282.500   MT  0.99983198   +1 03 35.9
 KU2530
 KU2530                          SUPERSEDED SURVEY CONTROL
 KU2530
 KU2530  NAD 83(1996)-  40 42 16.61214(N)    073 22 29.72558(W) AD(       ) 4
 KU2530  NAD 83(1992)-  40 42 16.61168(N)    073 22 29.72537(W) AD(       ) 4
 KU2530  NAD 83(1986)-  40 42 16.61324(N)    073 22 29.72581(W) AD(       ) 4
 KU2530  NAD 27      -  40 42 16.25617(N)    073 22 31.28502(W) AD(       ) 3
 KU2530
 KU2530.Superseded values are not recommended for survey control.
 KU2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2530.See file dsdata.txt to determine how the superseded data were derived.
 KU2530
 KU2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3728207237(NAD 83)
 KU2530_MARKER: 86 = CUPOLA
 KU2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2530+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 KU2530
 KU2530  HISTORY     - Date     Condition        Report By
 KU2530  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2530  HISTORY     - 1984     GOOD             USCG
 KU2530  HISTORY     - 1984     GOOD             USPSQD
 KU2530  HISTORY     - 20031204 GOOD             USPSQD
 KU2530  HISTORY     - 20050806 GOOD             USPSQD
 KU2530
 KU2530                          STATION DESCRIPTION
 KU2530
 KU2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2530'THE STATION IS THE APEX OF THE CUPOLA OF THE BABYLON TOWN HALL
 KU2530'BUILDING IN BABYLON.  THE MAIN BUILDING IS CONSTRUCTED OF RED
 KU2530'BRICK.  THE CUPOLA TOWER RISES FROM THE ROOF OF THE BRICK BUILDING
 KU2530'AND IS WHITE IN COLOR.  THE ROOF OF THE CUPOLA IS PAINTED SILVER
 KU2530'AND HAS THE SHAPE OF A BELL.  THE OVER-ALL HEIGHT IS ABOUT 70 FEET.
 KU2530'
 KU2530'THE BUILDING IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 27
 KU2530'(SUNRISE HIGHWAY) AND NORTH JEFFERSON AVENUE.
 KU2530
 KU2530                          STATION RECOVERY (1984)
 KU2530
 KU2530'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2530'STATION FOUND EXCELLENT.
 KU2530'
 KU2530'SUGGEST SLIGHT ADJUSTMENT TO LOCATION--NY NO. 27, SUNRISE HIGHWAY,
 KU2530'NORTH SIDE NUMBER ON BUILDING IS 200 EAST SUNRISE HIGHWAY.  NORTH
 KU2530'JEFFERSON IS ON THE WEST SIDE OF THE BUILDING COMPLEX.  FURTHER
 KU2530'NOTE--ABOVE THE CUPOLA IS A GOLD COLORED BALL.
 KU2530
 KU2530                          STATION RECOVERY (1984)
 KU2530
 KU2530'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2530'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1967.
 KU2530
 KU2530                          STATION RECOVERY (2003)
 KU2530
 KU2530'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2530'RECOVERED IN GOOD CONDITION.
 KU2530
 KU2530                          STATION RECOVERY (2005)
 KU2530
 KU2530'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0013 ***********************************************************************
 PJ0013  DESIGNATION -  BACH
 PJ0013  PID         -  PJ0013
 PJ0013  STATE/COUNTY-  NY/JEFFERSON
 PJ0013  USGS QUAD   -  CHAUMONT (1958)
 PJ0013
 PJ0013                         *CURRENT SURVEY CONTROL
 PJ0013  ___________________________________________________________________
 PJ0013* NAD 83(1986)-  44 04 52.     (N)    076 11 46.     (W)     SCALED    
 PJ0013* NAVD 88     -        77.051  (meters)     252.79   (feet)  ADJUSTED  
 PJ0013  ___________________________________________________________________
 PJ0013  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 PJ0013  DYNAMIC HT  -          77.040 (meters)     252.76  (feet)  COMP
 PJ0013  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 PJ0013
 PJ0013  VERT ORDER  -  FIRST     CLASS II
 PJ0013
 PJ0013.The horizontal coordinates were scaled from a topographic map and have
 PJ0013.an estimated accuracy of +/- 6 seconds.
 PJ0013
 PJ0013.The orthometric height was determined by differential leveling
 PJ0013.and adjusted by the National Geodetic Survey in June 1991..
 PJ0013
 PJ0013.The geoid height was determined by GEOID03.
 PJ0013
 PJ0013.The dynamic height is computed by dividing the NAVD 88
 PJ0013.geopotential number by the normal gravity value computed on the
 PJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0013.degrees latitude (g = 980.6199 gals.).
 PJ0013
 PJ0013.The modeled gravity was interpolated from observed gravity values.
 PJ0013
 PJ0013;                    North         East    Units  Estimated Accuracy
 PJ0013;SPC NY C     -   453,350.      281,010.      MT  (+/- 180 meters Scaled)
 PJ0013
 PJ0013                          SUPERSEDED SURVEY CONTROL
 PJ0013
 PJ0013  NGVD 29 (??/??/92)   77.199  (m)          253.28   (f) ADJ UNCH    1 2
 PJ0013
 PJ0013.Superseded values are not recommended for survey control.
 PJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0013.See file dsdata.txt to determine how the superseded data were derived.
 PJ0013
 PJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP042815(NAD 83)
 PJ0013_MARKER: Z = SEE DESCRIPTION
 PJ0013_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PJ0013+WITH SETTING: INTO GROUND
 PJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0013+STABILITY: SURFACE MOTION
 PJ0013
 PJ0013  HISTORY     - Date     Condition        Report By
 PJ0013  HISTORY     - UNK      MONUMENTED       USLS
 PJ0013  HISTORY     - 1967     GOOD             NGS
 PJ0013  HISTORY     - 19950809 GOOD             USPSQD
 PJ0013
 PJ0013                          STATION DESCRIPTION
 PJ0013
 PJ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0013'AT THREE MILE BAY.
 PJ0013'BACH IS IN THREE MILE BAY, JEFFERSON COUNTY, NEW YORK, AT WEST END
 PJ0013'OF CONCRETE RETAINING WELL CONNECTED TO BRIDGE OVER THREE MILE CREEK,
 PJ0013'100.9 FEET EAST OF EAST CORNER OF BACHYS MARINE, 99.4 FEET SOUTH OF
 PJ0013'SOUTH  CORNER OF SUNOCO GAS STATION, 24.6 FEET NORTHEAST OF UTILITY
 PJ0013'POLE NO. 96, 17 FEET SOUTHERLY OF CENTERLINE OF HIGHWAY NO. 12E,
 PJ0013'1.9 FEET FROM WEST FACE, 0.6 FOOT FROM NORTH FACE OF CONCRETE WALL,
 PJ0013'1/2 INCH ABOVE THE WALL SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8
 PJ0013'-INCH DIAMETER COPPERCOATED STEEL ROD SET INTO THE CONCRETE.
 PJ0013
 PJ0013                          STATION RECOVERY (1995)
 PJ0013
 PJ0013'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4488 ***********************************************************************
 KU4488  DESIGNATION -  BACK
 KU4488  PID         -  KU4488
 KU4488  STATE/COUNTY-  NY/SUFFOLK
 KU4488  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU4488
 KU4488                         *CURRENT SURVEY CONTROL
 KU4488  ___________________________________________________________________
 KU4488* NAD 83(1996)-  40 54 50.45933(N)    072 59 16.93606(W)     ADJUSTED  
 KU4488* NAVD 88     -        41.9    (meters)     137.     (feet)  VERTCON   
 KU4488  ___________________________________________________________________
 KU4488  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 KU4488  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU4488
 KU4488  HORZ ORDER  -  FIRST
 KU4488
 KU4488.The horizontal coordinates were established by classical geodetic methods
 KU4488.and adjusted by the National Geodetic Survey in January 1999..
 KU4488
 KU4488.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4488
 KU4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4488
 KU4488.The geoid height was determined by GEOID03.
 KU4488
 KU4488;                    North         East     Units Scale Factor Converg.
 KU4488;SPC NY L     -    83,483.281   385,249.898   MT  0.99999552   +0 39 42.9
 KU4488;SPC NY L     -   273,894.73  1,263,940.71   sFT  0.99999552   +0 39 42.9
 KU4488;UTM  18      - 4,531,160.895   669,433.826   MT  0.99995335   +1 19 04.8
 KU4488
 KU4488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4488!SPC NY L     -   0.99999826  x   0.99999552  =   0.99999378
 KU4488!UTM  18      -   0.99999826  x   0.99995335  =   0.99995161
 KU4488
 KU4488:                Primary Azimuth Mark                     Grid Az
 KU4488:SPC NY L     -  ROCKY POINT RCA RADIO MAST 2             054 58 53.4
 KU4488:UTM  18      -  ROCKY POINT RCA RADIO MAST 2             054 19 31.5
 KU4488
 KU4488|---------------------------------------------------------------------|
 KU4488| PID    Reference Object                     Distance      Geod. Az  |
 KU4488|                                                           dddmmss.s |
 KU4488| KU4489 ROCKY POINT RCA RADIO MAST 2        APPROX. 3.9 KM 0553836.3 |
 KU4488| KU4495 ROCKY POINT RCA RADIO MAST 3        APPROX. 4.0 KM 0605906.9 |
 KU4488| KU4490 ROCKY POINT RCA RADIO MAST 13       APPROX. 4.6 KM 0654612.1 |
 KU4488| KU4492 ROCKY POINT RCA RADIO MAST 4        APPROX. 4.1 KM 0660336.1 |
 KU4488| KU4491 ROCKY POINT RCA RADIO MAST 14       APPROX. 4.6 KM 0680851.3 |
 KU4488| KU4496 ROCKY POINT RCA RADIO MAST 15       APPROX. 4.7 KM 0702819.0 |
 KU4488| KU4494 ROCKY POINT RCA RADIO MAST 5        APPROX. 4.3 KM 0704908.2 |
 KU4488| KU4498 ROCKY POINT RCA RADIO MAST 16       APPROX. 4.8 KM 0724358.6 |
 KU4488| KU4497 ROCKY POINT RCA PWR PLT STACK       APPROX. 4.6 KM 0764640.1 |
 KU4488| KU4499 ROCKY POINT RCA RADIO MAST 7        APPROX. 4.7 KM 0792558.2 |
 KU4488| KU4503 ROCKY POINT RCA RADIO MAST 8        APPROX. 4.8 KM 0833458.9 |
 KU4488| KU4505 ROCKY POINT RCA RADIO MAST 9        APPROX. 5.0 KM 0872632.0 |
 KU4488| KU4500 ROCKY POINT RCA RADIO MAST 10       APPROX. 5.2 KM 0910021.6 |
 KU4488| KU4501 ROCKY POINT RCA RADIO MAST 11       APPROX. 5.4 KM 0941701.9 |
 KU4488| KU4493 ROCKY POINT RCA EXPTL TOWER         APPROX. 3.9 KM 0962911.6 |
 KU4488| KU4502 ROCKY POINT RCA RADIO MAST 12       APPROX. 5.7 KM 0971714.8 |
 KU4488| CB8308 BACK AZ MK                                         1235540.3 |
 KU4488| CB8311 BACK RM 3                            24.378 METERS 16553     |
 KU4488| CB8309 BACK RM 1                            22.877 METERS 18343     |
 KU4488| KU2282 HOLTSVILLE SANITARIUM ELEV TK       APPROX. 9.0 KM 2173850.4 |
 KU4488| CB8312 BACK RM 4                            26.319 METERS 25907     |
 KU4488| CB8310 BACK RM 2                            23.493 METERS 27524     |
 KU4488| KU2198 PORT JEFFERSON STA SCH CUPOLA       APPROX. 5.6 KM 2852202.3 |
 KU4488| KU2195 PORT JEFFERSON STA STANDPIPE        APPROX. 6.1 KM 2924827.7 |
 KU4488| KU2193 HOSPITAL                            APPROX. 6.2 KM 2962910.7 |
 KU4488| KU2190 BELLE TERRE TANK                    APPROX. 7.3 KM 3042559.4 |
 KU4488|---------------------------------------------------------------------|
 KU4488
 KU4488                          SUPERSEDED SURVEY CONTROL
 KU4488
 KU4488  NAD 83(1996)-  40 54 50.46098(N)    072 59 16.93610(W) AD(       ) 1
 KU4488  NAD 83(1992)-  40 54 50.45974(N)    072 59 16.93557(W) AD(       ) 1
 KU4488  NAD 83(1986)-  40 54 50.46322(N)    072 59 16.93814(W) AD(       ) 1
 KU4488  NAD 27      -  40 54 50.11690(N)    072 59 18.54716(W) AD(       ) 1
 KU4488  NGVD 29 (07/19/86)   42.2    (m)          138.     (f) VERT ANG       
 KU4488
 KU4488.Superseded values are not recommended for survey control.
 KU4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4488.See file dsdata.txt to determine how the superseded data were derived.
 KU4488
 KU4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6943431161(NAD 83)
 KU4488_MARKER: DS = TRIANGULATION STATION DISK
 KU4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4488+STABILITY: SURFACE MOTION
 KU4488
 KU4488  HISTORY     - Date     Condition        Report By
 KU4488  HISTORY     - 1939     MONUMENTED       CGS
 KU4488  HISTORY     - 1951     GOOD             CGS
 KU4488  HISTORY     - 1965     GOOD             CGS
 KU4488  HISTORY     - 1965     GOOD             LOCENG
 KU4488  HISTORY     - 1967     GOOD             CGS
 KU4488  HISTORY     - 19980604 MARK NOT FOUND   USPSQD
 KU4488
 KU4488                          STATION DESCRIPTION
 KU4488
 KU4488'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4488'STATION IS ABOUT 4 MILES SE OF PORT JEFFERSON.  STATION IS 58
 KU4488'METERS WESTERLY OF A Y-INTERSECTION, (MILLER PLACE AND
 KU4488'MT. SINAI-CORUM ROADS), 43 METERS W OF MT. SINAI-CORUM ROAD, 41
 KU4488'METERS NORTHERLY OF NW CORNER OF NEAREST HOUSE, ON A RIDGE THAT
 KU4488'IS COVERED WITH UNDERBRUSH AND SCRUB OAK, ON PROPERTY OF WM.
 KU4488'JOLINE.
 KU4488'
 KU4488'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KU4488'BRONZE DISKS SET IN CONCRETE.
 KU4488'
 KU4488'AZIMUTH MARK IS SE OF STATION ON E EDGE OF A DIRT ROAD.  BEST
 KU4488'AZIMUTH MARKS ARE THE 16 TALL RCA RADIO MASTS, MOST OF WHICH ARE
 KU4488'VISIBLE FROM THE GROUND AT THE STATION.
 KU4488'
 KU4488'TO REACH BY ROAD, FROM PORT JEFFERSON STATION POST OFFICE,
 KU4488'PROCEED EASTERLY ON HIGHWAY 25A FOR 2.4 MILES TO INTERSECTING CROSS
 KU4488'ROAD, TURN RIGHT TO S FOR 2.0 MILES TO Y-INTERSECTION.
 KU4488'
 KU4488'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KU4488
 KU4488                          STATION RECOVERY (1951)
 KU4488
 KU4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU4488'STATION MARK RECOVERED IN GOOD CONDITION.  R.M. 1 WAS DESTROYED
 KU4488'BY HEN HOUSE BUILDING.  R.M. 2 WAS FOUND PRONE ON TOP OF
 KU4488'GROUND.  AZIMUTH MARK WAS GRADED OUT BY WIDENING OF THE ROAD.  THE
 KU4488'DIRECTION TO REACH DESCRIPTION IS ADEQUATE.
 KU4488
 KU4488                          STATION RECOVERY (1965)
 KU4488
 KU4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4488'STATION MARK RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KU4488'CONDITION.  IT PROJECTS 8 INCHES.
 KU4488'
 KU4488'THE AZIMUTH AND REFERENCE MARKS WERE NOT FOUND AS NOTED IN THE
 KU4488'1951 RECOVERY NOTE BY F.G.J.
 KU4488'
 KU4488'THE AREA AROUND THE STATION IS COVERED WITH BRUSH AND SMALL TREES,
 KU4488'AND THERE ARE NO OBJECTS VISIBLE FROM THE GROUND.
 KU4488'
 KU4488'THE STATION IS ON PROPERTY OF MR. JOE FALCO, PATCHOGUE, NEW YORK.
 KU4488
 KU4488                          STATION RECOVERY (1965)
 KU4488
 KU4488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (RFD)
 KU4488'RECOVERED BY WELLS AND ATKINSON.
 KU4488'
 KU4488'STATION FOUND IN GOOD CONDITION.  R.M. 1 AND 2, AND AZIMUTH
 KU4488'MARK HAVE BEEN DESTROYED OR APPARENTLY LOST.  DESCRIPTION ADEQUATE.
 KU4488
 KU4488                          STATION RECOVERY (1967)
 KU4488
 KU4488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4488'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, IT IS
 KU4488'LEANING SLIGHTLY TO THE WEST.  THE REFERENCE MARKS AND THE
 KU4488'AZIMUTH MARK WERE NOT RECOVERED.  REFERENCE MARKS 3 AND 4 WERE
 KU4488'SET THIS DATE.  A COMPLETE AND NEW DESCRIPTION AND ROUTE TO THE
 KU4488'STATION FOLLOWS--
 KU4488'
 KU4488'THE STATION IS LOCATED IN A DENSE WOODED AREA ABOUT 4 MILES
 KU4488'SOUTHEAST OF PORT JEFFERSON, 3 MILES NORTH OF CORAM, 3 MILES
 KU4488'NORTHWEST OF MIDDLE ISLAND AND ABOUT 200 FEET NORTHWEST OF THE
 KU4488'DIAGONAL CROSSROAD (MILLER PLACE-MT. SINAI-CORAM ROADS.
 KU4488'
 KU4488'TO REACH THE STATION FROM THE POST OFFICE IN ROCKY POINT, GO
 KU4488'SOUTH ON BROADWAY FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY
 KU4488'25A.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 25A FOR 0.95 MILE TO
 KU4488'A CROSSROAD (ROCKY POINT-YAPHANK ROAD).  CONTINUE WEST ON STATE
 KU4488'HIGHWAY 25A FOR 2.5 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 KU4488'ON MILLER PLACE ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 KU4488'FORK, CONTINUE SOUTHWEST AND SOUTH FOR 1.7 MILES TO A DIAGONAL
 KU4488'CROSSROAD (MILLER PLACE-MID ISLAND-MT. SINAI-CORAM ROADS).
 KU4488'CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET TO THE CENTER OF THE
 KU4488'CROSSROAD AND A DIRT DRIVEWAY RIGHT LEADING TO AN OLD GARAGE ON
 KU4488'THE WEST SIDE OF AN OLD WOOD FRAME HOUSE.  TURN RIGHT ON DRIVEWAY
 KU4488'AND GO WEST, KEEP TO THE LEFT OF THE GARAGE FOR ABOUT 150 FEET
 KU4488'TO A TRACK ROAD LEADING NORTH ALONG THE EAST SIDE OF A LARGE
 KU4488'WOODEN FRAME BUILDING (ABANDONED) FOR ABOUT 150 FEET TO THE
 KU4488'STATION.
 KU4488'
 KU4488'THE STATION MARK IS A STANDARD DISK STAMPED BACK 1939, SET IN
 KU4488'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES
 KU4488'ABOVE THE GROUND SURFACE.  IT IS ABOUT 135 FEET NORTH-NORTHWEST
 KU4488'OF THE NORTHWEST CORNER OF A WOODEN FRAME HOUSE, 110.0 FEET
 KU4488'EAST OF THE EAST EDGE OF A CULTIVATED FIELD, 26.7 FEET NORTHEAST
 KU4488'OF THE NORTHEAST CORNER OF THE LARGE WOODEN FRAME BUILDING AND
 KU4488'4.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 KU4488'
 KU4488'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BACK 1939 NO 3 1967,
 KU4488'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU4488'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 83.3 FEET SOUTH OF THE
 KU4488'METAL WITNESS POST, 77.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 KU4488'CORNER OF THE OLD WOOD FRAME HOUSE, 62.0 FEET SOUTH-SOUTHEAST OF
 KU4488'THE NORTHEAST CORNER OF THE LARGE WOODEN FRAME BUILDING,
 KU4488'18.0 FEET EAST OF THE EAST EDGE OF THE LARGE WOODEN FRAME
 KU4488'BUILDING AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 KU4488'
 KU4488'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BACK 1939 NO 4 1967,
 KU4488'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU4488'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 83.4 FEET WEST OF THE
 KU4488'METAL WITNESS POST, 57 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 KU4488'OF THE LARGE WOODEN FRAME BUILDING, 24.5 FEET EAST OF THE EAST
 KU4488'EDGE OF THE CULTIVATED FIELD AND IS THE SAME ELEVATION AS THE
 KU4488'STATION MARK.
 KU4488'
 KU4488'HEIGHT OF LIGHT ABOVE STATION MARK 84.9 FEET.
 KU4488
 KU4488                          STATION RECOVERY (1998)
 KU4488
 KU4488'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU4488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1777 ***********************************************************************
 OE1777  DESIGNATION -  BAD
 OE1777  PID         -  OE1777
 OE1777  STATE/COUNTY-  NY/SARATOGA
 OE1777  USGS QUAD   -  GALWAY (1970)
 OE1777
 OE1777                         *CURRENT SURVEY CONTROL
 OE1777  ___________________________________________________________________
 OE1777* NAD 83(1996)-  43 03 49.82886(N)    074 00 45.51888(W)     ADJUSTED  
 OE1777* NAVD 88     -       289.9    (meters)     951.     (feet)  VERTCON   
 OE1777  ___________________________________________________________________
 OE1777  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OE1777  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 OE1777
 OE1777  HORZ ORDER  -  SECOND
 OE1777
 OE1777.The horizontal coordinates were established by classical geodetic methods
 OE1777.and adjusted by the National Geodetic Survey in January 1999..
 OE1777
 OE1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1777
 OE1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1777
 OE1777.The geoid height was determined by GEOID03.
 OE1777
 OE1777;                    North         East     Units Scale Factor Converg.
 OE1777;SPC NY E     -   469,878.857   189,694.365   MT  0.99991938   +0 19 58.0
 OE1777;SPC NY E     - 1,541,594.22    622,355.60   sFT  0.99991938   +0 19 58.0
 OE1777;UTM  18      - 4,768,377.321   580,394.655   MT  0.99967951   +0 40 27.2
 OE1777
 OE1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1777!SPC NY E     -   0.99995932  x   0.99991938  =   0.99987871
 OE1777!UTM  18      -   0.99995932  x   0.99967951  =   0.99963884
 OE1777
 OE1777:                Primary Azimuth Mark                     Grid Az
 OE1777:SPC NY E     -  BAD 1                                    067 44 48.0
 OE1777:UTM  18      -  BAD 1                                    067 24 18.8
 OE1777
 OE1777|---------------------------------------------------------------------|
 OE1777| PID    Reference Object                     Distance      Geod. Az  |
 OE1777|                                                           dddmmss.s |
 OE1777| CZ7440 BAD 1                                              0680446.0 |
 OE1777| OE1776 BAD A SACGS 1973                     10.775 METERS 23454     |
 OE1777| CZ7441 BAD 2                                              2461904.6 |
 OE1777|---------------------------------------------------------------------|
 OE1777
 OE1777                          SUPERSEDED SURVEY CONTROL
 OE1777
 OE1777  NAD 83(1986)-  43 03 49.83337(N)    074 00 45.51883(W) AD(       ) 2
 OE1777  NAD 27      -  43 03 49.56629(N)    074 00 47.06240(W) AD(       ) 2
 OE1777  NGVD 29 (07/19/86)  290.0    (m)          951.     (f) VERT ANG       
 OE1777
 OE1777.Superseded values are not recommended for survey control.
 OE1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1777.See file dsdata.txt to determine how the superseded data were derived.
 OE1777
 OE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8039568377(NAD 83)
 OE1777_MARKER: DD = SURVEY DISK
 OE1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1777
 OE1777  HISTORY     - Date     Condition        Report By
 OE1777  HISTORY     - 1973     MONUMENTED       NY-091
 OE1777
 OE1777                          STATION DESCRIPTION
 OE1777
 OE1777'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1777'THE STATION IS LOCATED 0.5 MILE NORTHEAST OF MOSHERVILLE, 1.5
 OE1777'MILES SOUTHWEST OF EAST GALWAY, AND 3.0 MILES NORTHEAST OF
 OE1777'GALWAY IN THE TOWNSHIP OF GALWAY.
 OE1777'
 OE1777'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1777'147, 29 AND DEAN LUNG ROAD GO EAST ON STATE HIGHWAY 29 FOR 1.15
 OE1777'MILES TO AZIMUTH MARK, BAD-1 (SACGS), ON RIGHT.  CONTINUE
 OE1777'NORTHEAST ON STATE HIGHWAY 29 FOR 0.80 MILE TO STATION ON
 OE1777'LEFT.
 OE1777'
 OE1777'TO REACH AZIMUTH MARK, BAD-1 (SACGS), FROM THE STATION GO
 OE1777'NORTHEAST ON STATE HIGHWAY 29 TO MARK ON RIGHT.
 OE1777'
 OE1777'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1777'SURVEY STAMPED BAD.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1777'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT
 OE1777'ABOVE THE GROUND.  IT IS LOCATED 192.0 FEET EAST OF POLE NM
 OE1777'147, 47.0 FEET SOUTHWEST OF POLE NM 146, 2.5 FEET NORTHWEST OF
 OE1777'A GUARD RAIL ALL ON THE NORTH SIDE OF STATE HIGHWAY 29 AND 24.5
 OE1777'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 29.  THE
 OE1777'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OE1777'CONCRETE THAT IS 48 INCHES BELOW THE GROUND.
 OE1777'
 OE1777'AZIMUTH MARK, BAD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1777'COUNTY GEODETIC SURVEY STAMPED BAD-1.  IT IS SET IN THE TOP OF
 OE1777'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OE1777'ABOVE THE GROUND.  IT IS LOCATED ON THE SOUTHWEST RANGE LINE
 OE1777'OF HOUSE 2539, 87.0 FEET SOUTHEAST OF A 30-INCH MAPLE TREE,
 OE1777'79.4 FEET SOUTHWEST OF A 36-INCH MAPLE TREE, ALL ON THE NORTH
 OE1777'SIDE OF STATE HIGHWAY 29, 40.5 FEET NORTHEAST OF POLE NYP 128,
 OE1777'NYT 69, ON THE SOUTH SIDE OF STATE HIGHWAY 29 AND 24.5 FEET
 OE1777'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29.
 OE1777'
 OE1777'AZIMUTH MARK, BAD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1777'COUNTY GEODETIC SURVEY STAMPED BAD-2.  IT IS SET IN TOP OF A
 OE1777'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1777'GROUND.  IT IS LOCATED 58.5 FEET SOUTHWEST OF A POLE NYP 167,
 OE1777'130, NYT 30, ON THE NORTH SIDE OF STATE HIGHWAY 29, 17.5 FEET
 OE1777'SOUTHWEST OF THE CENTER OF A CATCH BASIN, 14.0 FEET NORTH OF
 OE1777'A 30-INCH LOCUST TREE AT A FENCE CORNER, BOTH ON THE SOUTH SIDE
 OE1777'OF STATE HIGHWAY 29, AND 18.5 FEET SOUTH OF THE CENTERLINE OF
 OE1777'STATE HIGHWAY 29.
 OE1777'
 OE1777'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3825 ***********************************************************************
 LX3825  DESIGNATION -  BAILEY RESET
 LX3825  PID         -  LX3825
 LX3825  STATE/COUNTY-  NY/WESTCHESTER
 LX3825  USGS QUAD   -  PEACH LAKE (1984)
 LX3825
 LX3825                         *CURRENT SURVEY CONTROL
 LX3825  ___________________________________________________________________
 LX3825* NAD 83(1996)-  41 18 43.71978(N)    073 33 04.60489(W)     ADJUSTED  
 LX3825* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 LX3825  ___________________________________________________________________
 LX3825  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 LX3825  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX3825
 LX3825  HORZ ORDER  -  FIRST
 LX3825
 LX3825.The horizontal coordinates were established by classical geodetic methods
 LX3825.and adjusted by the National Geodetic Survey in January 1999..
 LX3825
 LX3825.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3825
 LX3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3825
 LX3825.The geoid height was determined by GEOID03.
 LX3825
 LX3825;                    North         East     Units Scale Factor Converg.
 LX3825;SPC NY E     -   275,644.076   229,435.574   MT  0.99997763   +0 37 34.8
 LX3825;SPC NY E     -   904,342.27    752,739.88   sFT  0.99997763   +0 37 34.8
 LX3825;SPC CT       -   205,886.867   237,705.487   MT  0.99999057   -0 31 52.7
 LX3825;SPC CT       -   675,480.50    779,872.09   sFT  0.99999057   -0 31 52.7
 LX3825;UTM  18      - 4,574,421.190   621,264.709   MT  0.99978097   +0 57 23.4
 LX3825
 LX3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3825!SPC NY E     -   0.99995760  x   0.99997763  =   0.99993523
 LX3825!SPC CT       -   0.99995760  x   0.99999057  =   0.99994817
 LX3825!UTM  18      -   0.99995760  x   0.99978097  =   0.99973858
 LX3825
 LX3825:                Primary Azimuth Mark                     Grid Az
 LX3825:SPC NY E     -  WOOSTER                                  050 08 37.4
 LX3825:SPC CT       -  WOOSTER                                  051 18 04.9
 LX3825:UTM  18      -  WOOSTER                                  049 48 48.8
 LX3825
 LX3825|---------------------------------------------------------------------|
 LX3825| PID    Reference Object                     Distance      Geod. Az  |
 LX3825|                                                           dddmmss.s |
 LX3825| LX3817 WOOSTER                             APPROX. 6.8 KM 0504612.2 |
 LX3825| LX3807 BALD HILL RM 4                      APPROX.12.5 KM 1503907.5 |
 LX3825| CB2669 BAILEY RM 3                          24.173 METERS 18500     |
 LX3825| CB2667 BAILEY WM 1                           6.993 METERS 28131     |
 LX3825| CB2668 BAILEY RM 2                          20.774 METERS 31326     |
 LX3825|---------------------------------------------------------------------|
 LX3825
 LX3825                          SUPERSEDED SURVEY CONTROL
 LX3825
 LX3825  NAD 83(1996)-  41 18 43.72008(N)    073 33 04.60490(W) AD(       ) 1
 LX3825  NAD 83(1992)-  41 18 43.71943(N)    073 33 04.60470(W) AD(       ) 1
 LX3825  NAD 83(1986)-  41 18 43.72165(N)    073 33 04.60589(W) AD(       ) 1
 LX3825  NAD 27      -  41 18 43.37981(N)    073 33 06.15129(W) AD(       ) 1
 LX3825  NGVD 29 (07/19/86)  300.6    (m)          986.     (f) VERT ANG       
 LX3825
 LX3825.Superseded values are not recommended for survey control.
 LX3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3825.See file dsdata.txt to determine how the superseded data were derived.
 LX3825
 LX3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2126574421(NAD 83)
 LX3825_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3825
 LX3825  HISTORY     - Date     Condition        Report By
 LX3825  HISTORY     - 1966     MONUMENTED       CGS
 LX3825  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3825  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX3825  HISTORY     - 1983     GOOD             NGS
 LX3825
 LX3825                          STATION DESCRIPTION
 LX3825
 LX3825'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HRB)
 LX3825'NO ORIGINAL DESCRIPTION.  STATION IS ON THE NORTHWESTERN PART
 LX3825'OF A NUMBER OF WOODED SUMMITS FORMING SCOTT RIDGE, IN THE SE
 LX3825'PART OF THE TOWN OF NORTH SALEM, 2-1/4 MILES SE OF THE VILLAGE
 LX3825'OF SALEM CENTER AND 7/8 OF A MILE NNE FROM THE EASTERN END OF
 LX3825'NORTH POND.  IT IS ABOUT 675 FEET W OF THE CONNECTICUT-NEW YORK
 LX3825'BOUNDARY AND ABOUT 475 FEET N OF A FORKS IN THE EXTENSIVE
 LX3825'PRIVATE ROAD RUNNING OVER THE RIDGE.  THE VIEW IS LIMITED
 LX3825'BECAUSE OF THE TREES ON SUMMIT.
 LX3825'
 LX3825'THE STATION MARK IS AN IRON RING (CART BOX) 4-1/4 INCHES
 LX3825'(INSIDE) IN DIAMETER AT THE TOP AND 4-3/4 INCHES AT THE
 LX3825'BASE.  IT IS 3/4 INCH THICK AND 2-3/4 INCHES WIDE, THE TOP, 3
 LX3825'INCHES BELOW THE SURFACE OF THE LEDGE IN WHICH IT IS SET, THE
 LX3825'LEDGE BEING THE HIGHEST AND MOST LEVEL OF A NUMBER OF OUTCROPS
 LX3825'ON THE SUMMIT OF THE HILL.
 LX3825'
 LX3825'THERE IS A WITNESS MARK 23 FEET SW OF THE STATION, A 3/4-INCH
 LX3825'DRILL HOLE 1-1/2 INCHES IN DEPTH, 3-1/2 FEET S OF THE NORTHERN
 LX3825'END OF A FLAT-TOP OUTCROP 16 FEET N AND S BY 6 FEET E AND W,
 LX3825'TOP SLOPES TO THE N.
 LX3825
 LX3825                          STATION RECOVERY (1966)
 LX3825
 LX3825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3825'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  THE STATION
 LX3825'WAS RE-MARKED AND REFERENCE MARKS 2 AND 3 WERE ESTABLISHED.  A
 LX3825'COMPLETE DESCRIPTION FOLLOWS--
 LX3825'
 LX3825'THE STATION IS ABOUT 1-1/2 MILES SOUTH AND 1 MILE EAST OF
 LX3825'NORTH SALEM, 1 MILE NORTH OF THE EAST END OF LAKE RIPPOWAM, 0.1
 LX3825'MILE WEST OF THE NEW YORK-CONNECTICUT STATE LINE AND ON THE
 LX3825'PROPERTY OF WESTCHESTER COUNTY.
 LX3825'
 LX3825'TO REACH FROM THE POST OFFICE IN NORTH SALEM, GO SOUTHWEST ON
 LX3825'STATE HIGHWAY 116 AND 121 (TITICUS ROAD) FOR 0.8 MILE TO A
 LX3825'FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHWEST ON STATE
 LX3825'HIGHWAY 121 FOR 0.85 MILE TO A CROSSROAD JUST BEFORE REACHING
 LX3825'THE JUNCTION OF STATE HIGHWAYS 121 AND 124.  TURN LEFT AND GO
 LX3825'SOUTHEAST ON HAWLEY ROAD FOR 1.2 MILES TO A POINT WHERE HAWLEY
 LX3825'ROAD TURNS EAST AND A GRAVELED ROAD CONTINUES STRAIGHT
 LX3825'AHEAD.  TURN LEFT AND GO EAST ON HAWLEY ROAD FOR 0.3 MILE TO A
 LX3825'SIDE ROAD LEFT AND A SIGN MOUNTAIN LAKE CAMP.  TURN LEFT AND
 LX3825'GO NORTHEAST AND EAST ON A PAVED ROAD IN THE PARK FOR 0.85
 LX3825'MILE TO THE END OF THE PAVED ROAD.  CONTINUE EAST ON A ROCK
 LX3825'ROAD FOR 0.1 MILE TO A LOCKED CHAIN ACROSS THE ROAD.
 LX3825'CONTINUE EAST AND NORTHEAST ON THE ROCK ROAD FOR 0.55 MILE TO
 LX3825'A FORK AT A TRIANGLE FORMED BY ROADS.  TAKE THE RIGHT
 LX3825'FORK AND GO NORTHERLY ON A WOODS ROAD FOR 0.05 MILE TO A
 LX3825'TRIANGULAR BLAZED OAK TREE AND A LARGE PINE TREE ON THE
 LX3825'LEFT.* TURN LEFT AND GO NORTHWEST ON A DIM TRACK ROAD FOR
 LX3825'0.15 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 LX3825'
 LX3825'*FOUR WHEEL DRIVE VEHICLE REQUIRED FROM THIS POINT.
 LX3825'
 LX3825'THE STATION MARK IS A STANDARD DISK STAMPED BAILEY 1862 1966,
 LX3825'SET IN CEMENT INSIDE A 4-3/4 INCH IRON RING (CART BOX), ABOUT 3
 LX3825'INCHES BELOW THE SURFACE OF A LARGE LEDGE OUTCROP WHICH IS THE
 LX3825'HIGHEST AND MOST LEVEL OF SEVERAL LEDGE OUTCROPS ON THE SUMMIT
 LX3825'OF THE HILL.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 LX3825'THE TRACK ROAD, 35 FEET NORTHEAST OF A 24 INCH MAPLE TREE AND 10
 LX3825'FEET WEST OF A 14 INCH OAK TREE WITH A TRIANGULAR BLAZE ON ITS
 LX3825'SOUTH SIDE.
 LX3825'
 LX3825'REFERENCE MARK 1 IS A 3/4 INCH DRILL HOLE IN A LARGE SECTION OF
 LX3825'OUTCROPPING BEDROCK.  IT IS 31.6 FEET WEST OF THE TRIANGULAR
 LX3825'BLAZED OAK TREE, 3.6 FEET EAST OF THE WEST END OF THE ROCK
 LX3825'OUTCROP AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 LX3825'
 LX3825'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAILEY NO 2 1862
 LX3825'1966, CEMENTED IN A DRILLED HOLE IN THE SOUTH END OF A 12 FOOT
 LX3825'BY 15 FOOT SECTION OF OUTCROPPING BEDROCK.  IT IS 17 FEET EAST
 LX3825'OF A 20 INCH TREE, 25 FEET NORTH OF A 6 FOOT BY 6 FOOT OUTCROP
 LX3825'OF BEDROCK WHICH PROJECTS 2 FEET AND ABOUT 5 FEET LOWER IN
 LX3825'ELEVATION THAN THE STATION.
 LX3825'
 LX3825'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAILEY 1862 NO 3
 LX3825'1966, CEMENTED IN A DRILLED HOLE IN THE NORTH END OF A LARGE
 LX3825'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 56 FEET
 LX3825'SOUTHEAST OF THE MAPLE TREE, 26 FEET WEST OF A 24 INCH OAK TREE
 LX3825'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 LX3825'
 LX3825'HEIGHT OF LIGHT ABOVE STATION MARK 73.5 FEET.
 LX3825'
 LX3825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3825'1-1/2 MILES SOUTHEAST OF NORTH SALEM.
 LX3825
 LX3825                          STATION RECOVERY (1983)
 LX3825
 LX3825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3825'THE STATION MARK AND REFERENCE MARK 1,2 AND 3 WERE RECOVERED IN
 LX3825'GOOD CONDITION.  THE DIRECTIONS DID COMPARE WITH THE OLD
 LX3825'DATA, HOWEVER IT WAS NOTED THAT THE DISTANCES TO REFERENCE MARK
 LX3825'1 WAS SHORTER BY 0.005 METER, THE DISTANCE TO REFERENCE MARK
 LX3825'2 WAS SHORTER BY 0.023 METER AND THE DISTANCE TO REFERENCE MARK
 LX3825'3 WAS SHORTER BY 0.028 METER.  THE DISTANCES WERE RECHECKED
 LX3825'AND FOUND TO BE DIFFERENT BY THE AMOUNT NOTED.  NO
 LX3825'MEASURMENTS WERE MADE TO TREES OR OTHER OBJECTS DUE TO
 LX3825'LOGGING DONE AT PERODIC INTERVALS AND BLAZED TREES FROM
 LX3825'HAVE BEEN CLEARED.
 LX3825'
 LX3825'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTHWEST OF
 LX3825'RIDGEFIELD CT, 3.0 KM (1.9 MI) SOUTHEAST OF THE SMALL VILLAGE
 LX3825'OF NORTH SALEM, 0.2 KM (0.1 MI) WEST OF THE CONNECTICUT STATE
 LX3825'LINE, AND IN A WESTCHESTER COUNTY NATURE PARK, MOUNTAIN LAKES
 LX3825'CAMP.
 LX3825'OWNERSHIP--JAMES ARLES, DEPUTY COMMISSIONER, WESTCHESTER
 LX3825'COUNTY PARKS, RECREATION AND CONSERVATION, COUNTY OFFICE
 LX3825'BUILDING 1, 148 MARTINE AVENUE, WHITE PLAINS NY 10601,
 LX3825'PHONE 914-682-2417.
 LX3825'
 LX3825'TO REACH THE STATION FROM THE POST OFFICE IN NORTH SALEM,
 LX3825'NEW YORK, GO SOUTHWEST ON STATE HIGHWAY 116 AND 121 FOR 1.4 KM
 LX3825'(0.85 MI) TO A FORK, KEEP LEFT ON HIGHWAY 121 FOR 1.3 KM
 LX3825'(0.8 MI) TO A CROSSROAD, HAWLEY ROAD.  TURN LEFT, SOUTH, ON
 LX3825'HAWLEY ROAD FOR 2.1 KM (1.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT,
 LX3825'EAST, ON HAWLEY ROAD FOR 0.6 KM (0.35 MI) TO THE ENTRANCE TO
 LX3825'MOUNTAIN LAKES CAMP.  TURN LEFT, NORTH, UPHILL, FOR 1.9 KM
 LX3825'(1.2 MI) TO THE END OF PAVEMENT AND A PAVILLION ON THE RIGHT.
 LX3825'CONTINUE AHEAD ON A GRAVEL ROAD FOR 1.3 KM (0.8 MI) TO A FORK.
 LX3825'KEEP RIGHT FOR 0.1 KM (0.05 MI) TO A DIM WOODS ROAD LEFT.
 LX3825'TURN LEFT, UPHILL, FOR 0.2 KM (0.15 MI) TO HIGH GROUND
 LX3825'AND THE STATION.
 LX3825'
 LX3825'THE STATION IS A STANDARD NGS DISK
 LX3825'STAMPED---BAILEY 1862 1966---,
 LX3825'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3825'24.11 METERS (79.1 FT) NORTHEAST FROM A WITNESS POST,
 LX3825'21.55 METERS (70.7 FT) SOUTH FROM A WITNESS POST AND
 LX3825'1.25 METERS (4.1 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX3825'
 LX3825'REFERENCE MARK NUMBER 1 IS A 3/4 INCH DRILL HOLE IN A ROCK
 LX3825'OUTCROP.
 LX3825'IT IS LOCATED
 LX3825'2.32 METERS (7.6 FT) WEST FROM A WITNESS POST.
 LX3825'MARK IS BELOW STATION 0.3 METERS.
 LX3825'
 LX3825'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3825'STAMPED---BAILEY 1862 NO 2 1966---,
 LX3825'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3825'2.01 METERS (6.6 FT) NORTH FROM A WITNESS POST.
 LX3825'MARK IS BELOW STATION 0.5 METERS.
 LX3825'
 LX3825'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3825'STAMPED---BAILEY 1862 NO 3 1966---,
 LX3825'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3825'3.11 METERS (10.2 FT) NORTH-NORTHWEST FROM A 37 CM DIAMETER OAK
 LX3825'TREE AND
 LX3825'2.65 METERS (8.6 FT) NORTHWEST FROM A WITNESS POST.
 LX3825'MARK IS BELOW STATION 0.5 METERS.
 LX3825'
 LX3825'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY WOODS
 LX3825'AND MINIMAL CUTTING WAS ALLOWED.
 LX3825'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.1 METERS.
 LX3825'
 LX3825'DESCRIBED BY R,T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4364 ***********************************************************************
 KU4364  DESIGNATION -  BAITING HOLLOW SPIRE
 KU4364  PID         -  KU4364
 KU4364  STATE/COUNTY-  NY/SUFFOLK
 KU4364  USGS QUAD   -  RIVERHEAD (1956)
 KU4364
 KU4364                         *CURRENT SURVEY CONTROL
 KU4364  ___________________________________________________________________
 KU4364* NAD 83(1996)-  40 57 25.08604(N)    072 44 32.32928(W)     ADJUSTED  
 KU4364* NAVD 88     -                                                        
 KU4364  ___________________________________________________________________
 KU4364  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KU4364  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU4364
 KU4364  HORZ ORDER  -  THIRD
 KU4364
 KU4364.The horizontal coordinates were established by classical geodetic methods
 KU4364.and adjusted by the National Geodetic Survey in January 1999..
 KU4364
 KU4364
 KU4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4364
 KU4364.The geoid height was determined by GEOID03.
 KU4364
 KU4364;                    North         East     Units Scale Factor Converg.
 KU4364;SPC NY L     -    88,520.861   405,880.466   MT  0.99999663   +0 49 21.5
 KU4364;SPC NY L     -   290,422.19  1,331,626.16   sFT  0.99999663   +0 49 21.5
 KU4364;SPC CT       -   166,130.852   305,447.741   MT  1.00003345   +0 00 18.3
 KU4364;SPC CT       -   545,047.64  1,002,123.13   sFT  1.00003345   +0 00 18.3
 KU4364;UTM  18      - 4,536,434.671   690,005.325   MT  1.00004436   +1 28 49.2
 KU4364
 KU4364                          SUPERSEDED SURVEY CONTROL
 KU4364
 KU4364  NAD 83(1996)-  40 57 25.08718(N)    072 44 32.32938(W) AD(       ) 4
 KU4364  NAD 83(1992)-  40 57 25.08592(N)    072 44 32.32898(W) AD(       ) 4
 KU4364  NAD 83(1986)-  40 57 25.08960(N)    072 44 32.33249(W) AD(       ) 4
 KU4364  NAD 27      -  40 57 24.72500(N)    072 44 33.99500(W) AD(       ) 3
 KU4364
 KU4364.Superseded values are not recommended for survey control.
 KU4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4364.See file dsdata.txt to determine how the superseded data were derived.
 KU4364
 KU4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9000536435(NAD 83)
 KU4364_MARKER: 89 = SPIRE
 KU4364
 KU4364  HISTORY     - Date     Condition        Report By
 KU4364  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU4364  HISTORY     - 1954     GOOD             CGS
 KU4364
 KU4364                          STATION DESCRIPTION
 KU4364
 KU4364'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4364'CHURCH, GREEN SHINGLE, N ROAD.  WHITE TIP ON SPIRE.
 KU4364
 KU4364                          STATION RECOVERY (1954)
 KU4364
 KU4364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJB)
 KU4364'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1953 ***********************************************************************
 NB1953  DESIGNATION -  BAKER
 NB1953  PID         -  NB1953
 NB1953  STATE/COUNTY-  NY/ALLEGANY
 NB1953  USGS QUAD   -  WEST ALMOND (1978)
 NB1953
 NB1953                         *CURRENT SURVEY CONTROL
 NB1953  ___________________________________________________________________
 NB1953* NAD 83(1996)-  42 16 09.16329(N)    077 58 57.34599(W)     ADJUSTED  
 NB1953* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 NB1953  ___________________________________________________________________
 NB1953  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 NB1953  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 NB1953
 NB1953  HORZ ORDER  -  FIRST
 NB1953
 NB1953.The horizontal coordinates were established by classical geodetic methods
 NB1953.and adjusted by the National Geodetic Survey in January 1999..
 NB1953
 NB1953.The orthometric height was scaled from a topographic map.
 NB1953
 NB1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1953
 NB1953.The geoid height was determined by GEOID03.
 NB1953
 NB1953;                    North         East     Units Scale Factor Converg.
 NB1953;SPC NY W     -   252,169.818   399,558.190   MT  0.99996771   +0 24 14.7
 NB1953;SPC NY W     -   827,327.14  1,310,883.83   sFT  0.99996771   +0 24 14.7
 NB1953;UTM  18      - 4,683,975.593   254,021.616   MT  1.00034453   -2 00 25.7
 NB1953;UTM  17      - 4,684,076.794   748,849.279   MT  1.00036201   +2 01 50.1
 NB1953
 NB1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1953!SPC NY W     -   0.99990251  x   0.99996771  =   0.99987023
 NB1953!UTM  18      -   0.99990251  x   1.00034453  =   1.00024701
 NB1953!UTM  17      -   0.99990251  x   1.00036201  =   1.00026449
 NB1953
 NB1953|---------------------------------------------------------------------|
 NB1953| PID    Reference Object                     Distance      Geod. Az  |
 NB1953|                                                           dddmmss.s |
 NB1953| CZ9999 BAKER RM 1                           27.532 METERS 02716     |
 NB1953| CZ4103 BAKER RM 2                           26.874 METERS 13247     |
 NB1953| CZ9998 BAKER AZ MK                                        3230022.2 |
 NB1953|---------------------------------------------------------------------|
 NB1953
 NB1953                          SUPERSEDED SURVEY CONTROL
 NB1953
 NB1953  NAD 83(1986)-  42 16 09.16793(N)    077 58 57.34032(W) AD(       ) 1
 NB1953  NAD 27      -  42 16 08.91900(N)    077 58 58.32300(W) AD(       ) 1
 NB1953
 NB1953.Superseded values are not recommended for survey control.
 NB1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1953.See file dsdata.txt to determine how the superseded data were derived.
 NB1953
 NB1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5402283976(NAD 83)
 NB1953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1953
 NB1953  HISTORY     - Date     Condition        Report By
 NB1953  HISTORY     - 1935     MONUMENTED       CGS
 NB1953  HISTORY     - 1937     SEE DESCRIPTION  CGS
 NB1953  HISTORY     - 20010602 GOOD             NYGS
 NB1953
 NB1953                          STATION DESCRIPTION
 NB1953
 NB1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NB1953'THE STATION IS 3 MILES, AIRLINE SOUTHEAST OF ANGELICA, AND
 NB1953'ABOUT 4 MILES, AIRLINE EAST OF THE GENESEE RIVER, ON THE
 NB1953'PROPERTY OF MR. CHARLES C. BAKER.  THE STATION IS LOCATED ON
 NB1953'THE TOP OF A FLAT-TOPPED HILL THAT IS ABOUT 0.5 MILE EAST OF
 NB1953'MR. BAKERS HOUSE.  THE STATION IS AT THE WEST EDGE OF SOME
 NB1953'WOODS THAT RUNS NORTH AND SOUTH OVER THE TOP OF THE HILL.  THE
 NB1953'STATION IS 6.3 METERS WEST OF A 10-INCH OAK TREE WITH A
 NB1953'TRIANGULAR BLAZE ON THE WEST FACE, 10.6 METERS SOUTHWEST OF A
 NB1953'14-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST FACE,
 NB1953'29.9 METERS SOUTH OF A TRIPLE OAK TREE.  THE STATION MARK
 NB1953'PROJECTS 10 INCHES ABOVE GROUND, IS 10 INCHES SQUARE, AND
 NB1953'IS STAMPED BAKER 1935.
 NB1953'
 NB1953'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1953'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 NB1953'11A.
 NB1953'
 NB1953'THE LINE BAKER TO BELFAST CAN BE USED ESTABLISHING AN AZIMUTH
 NB1953'OR ASTRONOMIC STATION AS EITHER STATION CAN BE SEEN FROM THE
 NB1953'GROUND.
 NB1953'
 NB1953'TO REACH THE STATION FROM THE CITY HALL IN BELMONT, GO
 NB1953'NORTHWEST 1 BLOCK ON WILLETS STREET, AND TURN RIGHT (NORTHEAST)
 NB1953'ON STATE HIGHWAY NO. 244, THE ROAD TO ALFRED, FOLLOW THIS
 NB1953'ROAD FOR 1.45 MILES TO A DIRT ROAD THAT FORKS TO THE LEFT
 NB1953'(NORTH) JUST BEYOND A SMALL CONCRETE BRIDGE, HERE TURN LEFT
 NB1953'AND FOLLOW THIS ROAD FOR 1.75 MILES TO A FORK IN THE ROAD,
 NB1953'TAKE THE RIGHT FORK (EAST) AND GO 0.6 MILE TO THE DRIVEWAY
 NB1953'INTO MR. BAKERS FARMYARD ON THE RIGHT (EAST).  TURN IN THE
 NB1953'DRIVEWAY AND GO EAST ON A FARM ROAD FOR 0.45 MILE TO A GATE
 NB1953'INTO THE PASTURE, GO THROUGH THE GATE AND FOLLOW A DIM ROAD
 NB1953'FOR 0.35 MILE IN A NORTHEASTERLY DIRECTION TO THE STATION AT
 NB1953'THE TOP OF THE HILL.
 NB1953'
 NB1953'REFERENCE MARK NO. 1 IS 27.532 METERS NORTH OF THE STATION,
 NB1953'90.33 FEET, 4.6 METERS SOUTHWEST OF A TRIPLE OAK, 7.8 METERS
 NB1953'SOUTHEAST OF A TWIN OAK TREE.  THE MARK PROJECTS 8 INCHES.  IT
 NB1953'IS STAMPED BAKER 1935 NO. 1.
 NB1953'
 NB1953'REFERENCE MARK NO. 2 IS 26.874 METERS SOUTHEAST OF THE
 NB1953'STATION, IN THE WOODS, 20.6 METERS SOUTHEAST OF THE 10-INCH OAK
 NB1953'TREE WITH THE BLAZE ON THE WEST FACE.  THE MARK PROJECTS
 NB1953'9 INCHES.  IT IS STAMPED BAKER 1935 NO. 2.
 NB1953'
 NB1953'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE NORTHWEST OF THE
 NB1953'STATION, ON A HILL ACROSS THE VALLEY TO THE NORTHWEST OF THE
 NB1953'STATION.  IT IS IN RANGE WITH THE PEAK OF THE ROOF ON THE SOUTH
 NB1953'END OF A TWO-STORY HOUSE THAT IS IN THE VALLEY ABOUT 1/2 MILE
 NB1953'NORTHWEST OF THE STATION.  TO REACH THE STATION FROM MR. BAKERS
 NB1953'HOME, GO NORTH ON THE ROAD THAT IS IN FRONT OF THE HOUSE FOR
 NB1953'0.5 MILE TO A FORK IN THE ROAD, WITH A SCHOOL ON THE RIGHT,
 NB1953'TAKE THE LEFT FORK AND GO 0.4 MILE TO THE AZIMUTH MARK.  THE
 NB1953'MARK IS 5 PACES EAST OF THE ROAD, 14 PACES SOUTH OF THE
 NB1953'CENTER LINE OF THE DRIVEWAY TO A FARMHOUSE THAT IS 0.3 MILE
 NB1953'TO THE WEST OF THE MARK.  THE MARK PROJECTS 9 INCHES.  IT
 NB1953'IS STAMPED BAKER 1935.
 NB1953'
 NB1953'77-FOOT TOWER NECESSARY.
 NB1953
 NB1953                          STATION RECOVERY (1937)
 NB1953
 NB1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HTM)
 NB1953'STATION LOCATED BY DESCRIPTION FURNISHED.  DIRECTIONS AND
 NB1953'DISTANCES ARE CORRECT.  REFERENCE MARKS 1 AND 2 LOCATED
 NB1953'AND FOUND IN GOOD CONDITION.  AZIMUTH MARK LOCATED AND FOUND
 NB1953'IN GOOD CONDITION.  IT IS STAMPED BAKER 1935.
 NB1953
 NB1953                          STATION RECOVERY (2001)
 NB1953
 NB1953'RECOVERY NOTE BY NEW YORK GEODETIC SURVEY 2001 (SB)
 NB1953'RECOVERED STATION MARK, RM1 AND RM2, ALL IN GOOD CONDITION.  THE
 NB1953'TRIPLE OAK DESCRIBED IN 1935 IS NOW A TRIPLE OAK STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1640 ***********************************************************************
 PH1640  DESIGNATION -  BAKER MTN
 PH1640  PID         -  PH1640
 PH1640  STATE/COUNTY-  NY/ESSEX
 PH1640  USGS QUAD   -  
 PH1640
 PH1640                         *CURRENT SURVEY CONTROL
 PH1640  ___________________________________________________________________
 PH1640* NAD 83(1996)-  44 20 06.00607(N)    074 06 12.93351(W)     ADJUSTED  
 PH1640* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 PH1640  ___________________________________________________________________
 PH1640  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 PH1640  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 PH1640
 PH1640  HORZ ORDER  -  SECOND
 PH1640
 PH1640.The horizontal coordinates were established by classical geodetic methods
 PH1640.and adjusted by the National Geodetic Survey in January 1999..
 PH1640
 PH1640.The orthometric height was scaled from a topographic map.
 PH1640
 PH1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1640
 PH1640.The geoid height was determined by GEOID03.
 PH1640
 PH1640;                    North         East     Units Scale Factor Converg.
 PH1640;SPC NY E     -   611,059.903   181,611.729   MT  0.99991229   +0 16 37.3
 PH1640;SPC NY E     - 2,004,785.70    595,837.81   sFT  0.99991229   +0 16 37.3
 PH1640;UTM  18      - 4,909,472.531   571,463.122   MT  0.99966281   +0 37 35.3
 PH1640
 PH1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1640!SPC NY E     -   0.99988735  x   0.99991229  =   0.99979965
 PH1640!UTM  18      -   0.99988735  x   0.99966281  =   0.99955020
 PH1640
 PH1640|---------------------------------------------------------------------|
 PH1640| PID    Reference Object                     Distance      Geod. Az  |
 PH1640|                                                           dddmmss.s |
 PH1640| CZ7444 BAKER MTN RM 2                        7.988 METERS 10844     |
 PH1640| CZ7442 BAKER MTN AZ MK                                    1175252.8 |
 PH1640| PH1639 SARANAC LAKE MUN INCIN STACK        APPROX. 2.1 KM 2000945.5 |
 PH1640| CZ7443 BAKER MTN RM 1                        8.217 METERS 33819     |
 PH1640|---------------------------------------------------------------------|
 PH1640
 PH1640                          SUPERSEDED SURVEY CONTROL
 PH1640
 PH1640  NAD 83(1986)-  44 20 06.01463(N)    074 06 12.93540(W) AD(       ) 2
 PH1640  NAD 27      -  44 20 05.81900(N)    074 06 14.37900(W) AD(       ) 2
 PH1640
 PH1640.Superseded values are not recommended for survey control.
 PH1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1640.See file dsdata.txt to determine how the superseded data were derived.
 PH1640
 PH1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ7146309473(NAD 83)
 PH1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH1640+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 PH1640
 PH1640  HISTORY     - Date     Condition        Report By
 PH1640  HISTORY     - 1942     MONUMENTED       CGS
 PH1640  HISTORY     - 20030914 GOOD             INDIV
 PH1640  HISTORY     - 20040415 GOOD             INDIV
 PH1640
 PH1640                          STATION DESCRIPTION
 PH1640
 PH1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1640'STATION IS LOCATED ABOUT 1.25 MILES E OF THE TOWN OF SARANAC LAKE,
 PH1640'ON A PROMINENT HILL KNOWN AS BAKER MT.  IT IS A BRONZE DISK NEAR
 PH1640'THE HIGHEST POINT OF THE MOUNTAIN, IN A DRILL HOLE IN THE E
 PH1640'PROJECTION OF AN L-SHAPED BEDROCK OUTCROPPING, 9 FEET E OF THE
 PH1640'HIGHEST POINT OF ROCK.  IT IS STAMPED BAKER MT. 1942.
 PH1640'
 PH1640'REFERENCE MARK NO.1 IS NNW OF THE STATION.  IT IS A BRONZE DISK
 PH1640'SET IN A DRILL HOLE IN ROCK OUTCROPPING.  IT IS STAMPED BAKER
 PH1640'MT. NO.1 1942.
 PH1640'
 PH1640'REFERENCE MARK NO.2 IS E OF THE STATION.  IT IS A BRONZE DISK
 PH1640'SET IN A DRILL HOLE IN ROCK OUTCROPPING, ABOUT 3 FEET LOWER THAN
 PH1640'THE STATION MARK.  IT IS STAMPED BAKER MT. NO.2 1942.
 PH1640'
 PH1640'NO UNDERGROUND MARK WAS ESTABLISHED.
 PH1640'
 PH1640'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 PH1640'OUTCROPPING BEDROCK.
 PH1640'
 PH1640'THE AZIMUTH MARK IS ESE OF THE STATION, ON THE HIGHEST POINT OF
 PH1640'A ROCK LEDGE WHICH IS VISIBLE FROM THE STATION.  IT IS STAMPED
 PH1640'BAKER MT. 1942.
 PH1640'
 PH1640'TO REACH THE STATION FROM THE SARANAC LAKE POST OFFICE, GO N
 PH1640'ON MAIN THOROUGHFARE FOR 0.05 MILE TO TURN E AND STATE ROUTE 3, GO
 PH1640'E FOR 0.3 MILE TO PINE STREET, THENCE S ON PINE STREET FOR 0.15
 PH1640'MILE TO RAILROAD OVERPASS.  THENCE E FOR 0.25 MILE TO AN ICE PLANT
 PH1640'ON RIGHT, CONTINUE AHEAD FOR 0.3 MILE TO A FORKS.  TURN SHARP
 PH1640'LEFT UPHILL AND GO 0.15 MILE TO A BARRED GATEWAY AND ENTRANCE TO
 PH1640'A ROCK QUARRY AND END OF TRUCK TRAVEL.  FROM HERE BEAR RIGHT
 PH1640'UPHILL TO RIGHT-HAND SIDE OF QUARRY AND DIM TRAIL WHICH LEADS
 PH1640'TO MOUNTAIN TRAIL.  PACKING TIME ABOUT 45 MINUTES.
 PH1640'
 PH1640'THE AZIMUTH MARK IS REACHED FROM THE STATION BY HIKING DOWN
 PH1640'MOUNTAIN SLOPE IN AN EASTERLY DIRECTION TO THE ROCK LEDGE WHICH
 PH1640'IS VISIBLE.
 PH1640'
 PH1640'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PH1640
 PH1640                          STATION RECOVERY (2003)
 PH1640
 PH1640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BMC)
 PH1640'RECOVERED IN GOOD CONDITION.
 PH1640
 PH1640                          STATION RECOVERY (2004)
 PH1640
 PH1640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRS)
 PH1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2531 ***********************************************************************
 MZ2531  DESIGNATION -  BAKER RESET
 MZ2531  PID         -  MZ2531
 MZ2531  STATE/COUNTY-  NY/ALBANY
 MZ2531  USGS QUAD   -  DELMAR (1980)
 MZ2531
 MZ2531                         *CURRENT SURVEY CONTROL
 MZ2531  ___________________________________________________________________
 MZ2531* NAD 83(1996)-  42 31 57.82286(N)    073 46 33.18194(W)     ADJUSTED  
 MZ2531* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 MZ2531  ___________________________________________________________________
 MZ2531  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MZ2531  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2531
 MZ2531  HORZ ORDER  -  THIRD
 MZ2531
 MZ2531.The horizontal coordinates were established by classical geodetic methods
 MZ2531.and adjusted by the National Geodetic Survey in January 1999..
 MZ2531
 MZ2531.The orthometric height was scaled from a topographic map.
 MZ2531
 MZ2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2531
 MZ2531.The geoid height was determined by GEOID03.
 MZ2531
 MZ2531;                    North         East     Units Scale Factor Converg.
 MZ2531;SPC NY E     -   411,022.911   209,484.769   MT  0.99994352   +0 29 22.3
 MZ2531;SPC NY E     - 1,348,497.67    687,284.61   sFT  0.99994352   +0 29 22.3
 MZ2531;UTM  18      - 4,709,653.247   600,529.089   MT  0.99972434   +0 49 39.3
 MZ2531
 MZ2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2531!SPC NY E     -   0.99999963  x   0.99994352  =   0.99994315
 MZ2531!UTM  18      -   0.99999963  x   0.99972434  =   0.99972397
 MZ2531
 MZ2531|---------------------------------------------------------------------|
 MZ2531| PID    Reference Object                     Distance      Geod. Az  |
 MZ2531|                                                           dddmmss.s |
 MZ2531| DA2949 BAKER RM 3                           91.661 METERS 05338     |
 MZ2531| MZ2485 IRON STACK NORTH OF CASTLETON       APPROX. 2.1 KM 0652139.7 |
 MZ2531| MZ2508 CASTLETON EMANUEL REFORMED CH       APPROX. 1.7 KM 0894545.5 |
 MZ2531| MZ2493 CASTLETON BRICK STACK               APPROX. 1.8 KM 1023209.1 |
 MZ2531| MZ2506 CASTLETON SACRED HEART CH           APPROX. 1.8 KM 1120357.8 |
 MZ2531| MZ2535 NINE MILE TREE LIGHT                APPROX. 1.9 KM 1502016.4 |
 MZ2531| DA2950 BAKER RM 4                          104.168 METERS 15504     |
 MZ2531| DA2948 BAKER RM 2                            9.723 METERS 19540     |
 MZ2531| DA2947 BAKER RM 1                           60.046 METERS 27749     |
 MZ2531| DA2946 BAKER AZ MK                                        3293059.8 |
 MZ2531|---------------------------------------------------------------------|
 MZ2531
 MZ2531                          SUPERSEDED SURVEY CONTROL
 MZ2531
 MZ2531  NAD 83(1996)-  42 31 57.82484(N)    073 46 33.18357(W) AD(       ) 3
 MZ2531  NAD 83(1996)-  42 31 57.82504(N)    073 46 33.18353(W) AD(       ) 3
 MZ2531  NAD 83(1992)-  42 31 57.82532(N)    073 46 33.18315(W) AD(       ) 3
 MZ2531  NAD 83(1992)-  42 31 57.82572(N)    073 46 33.18279(W) AD(       ) 3
 MZ2531  NAD 83(1986)-  42 31 57.82587(N)    073 46 33.18220(W) AD(       ) 3
 MZ2531  NAD 27      -  42 31 57.52300(N)    073 46 34.74800(W) AD(       ) 3
 MZ2531
 MZ2531.Superseded values are not recommended for survey control.
 MZ2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2531.See file dsdata.txt to determine how the superseded data were derived.
 MZ2531
 MZ2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0052909653(NAD 83)
 MZ2531
 MZ2531  HISTORY     - Date     Condition        Report By
 MZ2531  HISTORY     - 1934     MONUMENTED       CGS
 MZ2531  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2531
 MZ2531                          STATION DESCRIPTION
 MZ2531
 MZ2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2531'ON THE W SIDE OF THE HUDSON RIVER ON BAKER FARM, 1.5 MILES N OF
 MZ2531'OVERHEAD BRIDGE WHERE HIGHWAY 9W CROSSES NEW YORK CENTRAL
 MZ2531'FREIGHT TRACKS AT W END OF CASTLETON BRIDGE.  BAKER FARM IS DUE
 MZ2531'W ACROSS RIVER FROM CASTLETON, NEW YORK AND IS MARKED WITH
 MZ2531'HISTORICAL MARK ON HIGHWAY 9W.  STATION IS 227.07 METERS NE OF
 MZ2531'BAKER BARN IN OPEN FIELD AND ALMOST ON RANGE WITH N END OF BARN
 MZ2531'AND COW ISLAND LIGHT ACROSS RIVER.  STATION IS 25 FEET N OF
 MZ2531'DIRT FARM ROAD, 255 FEET S OF MAPLE TREE.
 MZ2531'
 MZ2531'REFERENCE MARK NO. 1 IS 197 FEET W OF STATION, 10 FEET W OF DIRT
 MZ2531'FARM ROAD AND 48 FEET NE OF LONE APPLE TREE.  REFERENCE MARK NO. 2
 MZ2531'IS 31 FEET S OF STATION AND 8 FEET S OF DIRT FARM ROAD.
 MZ2531'
 MZ2531'STATION IS 1-1/2 FEET UNDER SURFACE.  STATION IS LOCATED ON
 MZ2531'PROPERTY OF C.N. BAKER.
 MZ2531
 MZ2531                          STATION RECOVERY (1969)
 MZ2531
 MZ2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2531'THE AREA WAS PUT UNDER CULTIVATION AND ALL OLD SURFACE MARKS ARE
 MZ2531'GONE.  THE OLD UNDERGROUND MARK WAS RECOVERED, 2-1/2 FEET UNDER
 MZ2531'GROUND, BY INVERSE FROM A TRIAL POINT ESTABLISHED NEARBY.  A NEW
 MZ2531'SURFACE STATION MARK, 2 REFERENCE MARKS, AND AN AZIMUTH MARK,
 MZ2531'WERE THEN ESTABLISHED.
 MZ2531'
 MZ2531'STATION IS LOCATED ON THE OLD BAKER FARM, ABOUT 500 FEET EAST OF
 MZ2531'THE FARMHOUSE, DOWN ON FLAT, CULTIVATED FIELD.
 MZ2531'
 MZ2531'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 144
 MZ2531'AT THE SOUTH EDGE OF ALBANY, GO SOUTH ON STATE HIGHWAY 144 FOR
 MZ2531'5.8 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE AHEAD FOR 0.15
 MZ2531'MILE TO GRAVELED SIDE ROAD LEFT, JUST PAST THE BAKER FARM SIGN.
 MZ2531'GO LEFT 0.1 MILE TO BARN ON RIGHT.  CONTINUE, DOWNGRADE, FOR 0.1
 MZ2531'MILE TO BRUSH LINE.  GO LEFT ACROSS FIELD TO STATION.
 MZ2531'
 MZ2531'STATION MARK IS A STANDARD DISK STAMPED BAKER 1934 1969, SET IN
 MZ2531'A LARGE MASS OF CONCRETE 14 INCHES BELOW GROUND LEVEL.  IT IS 245
 MZ2531'FEET SOUTH OF A LARGE, 24-INCH-DIAMETER TREE SETTING AT THE
 MZ2531'HEAD OF A WOODED RAVINE, 280 FEET WEST OF EAST EDGE OF FIELD,
 MZ2531'347 FEET NORTH-NORTHWEST OF A LARGE, LONE, FIR TREE, 399 FEET
 MZ2531'NORTH OF CENTER LINE OF THE GRAVELED ROAD, 299 FEET SOUTHWEST
 MZ2531'OF A METAL WITNESS POST, AND 115 FEET NORTH OF A LINE EXTENDED
 MZ2531'FROM NORTH END OF THE BAKER FARM HOUSE.
 MZ2531'
 MZ2531'UNDERGROUND MARK IS A STANDARD DISK STAMPED BAKER 1934, SET IN
 MZ2531'CONCRETE 2-1/2 FEET BELOW GROUND.
 MZ2531'
 MZ2531'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BAKER 1934
 MZ2531'NO 3 1969, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT
 MZ2531'PROJECTING 4 INCHES FROM GROUND.  IT IS AT EDGE OF FIELD, ALONG
 MZ2531'SOUTH SIDE OF THE WOODED RAVINE, ON LOW RISE, 3 FEET
 MZ2531'SOUTH-SOUTHWEST OF A 6-INCH TREE WITH A TRIANGLE BLAZE, AND 3 FEET
 MZ2531'EAST OF THE WITNESS POST.
 MZ2531'
 MZ2531'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED BAKER 1934
 MZ2531'NO 4 1969, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 MZ2531'PROJECTING 3 INCHES FROM GROUND.  IT IS SET UNDER THE SPREAD OF
 MZ2531'THE LONE FIR TREE, 5 FEET NORTH-NORTHEAST OF BASE OF TRUNK.
 MZ2531'
 MZ2531'AZIMUTH MARK IS A STANDARD DISK STAMPED BAKER 1934 1969, SET IN
 MZ2531'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 4 INCHES
 MZ2531'FROM GROUND.  IT IS 28.3 FEET EAST OF CENTER LINE OF HIGHWAY, 4
 MZ2531'FEET NORTH OF A FIRE HYDRANT, 2 FEET SOUTH OF A METAL WITNESS
 MZ2531'POST, 95 FEET SOUTHEAST OF POWER POLE 248-270, AND 260 FEET NORTH
 MZ2531'OF A THRUWAY ENTRANCE.
 MZ2531'
 MZ2531'DISTANCE BETWEEN REFERENCE MARKS IS 497.99 FEET.
 MZ2531'
 MZ2531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2531'1 MILE EAST OF SELKIRK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1477 ***********************************************************************
 NC1477  DESIGNATION -  BALA
 NC1477  PID         -  NC1477
 NC1477  STATE/COUNTY-  NY/ERIE
 NC1477  USGS QUAD   -  BUFFALO SE (1965)
 NC1477
 NC1477                         *CURRENT SURVEY CONTROL
 NC1477  ___________________________________________________________________
 NC1477* NAD 83(1996)-  42 49 35.83885(N)    078 50 00.39208(W)     ADJUSTED  
 NC1477* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 NC1477  ___________________________________________________________________
 NC1477  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 NC1477  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1477
 NC1477  HORZ ORDER  -  FIRST
 NC1477
 NC1477.The horizontal coordinates were established by classical geodetic methods
 NC1477.and adjusted by the National Geodetic Survey in January 1999..
 NC1477
 NC1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1477
 NC1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1477
 NC1477.The geoid height was determined by GEOID03.
 NC1477
 NC1477;                    North         East     Units Scale Factor Converg.
 NC1477;SPC NY W     -   313,940.821   329,549.903   MT  0.99994264   -0 10 12.1
 NC1477;SPC NY W     - 1,029,987.51  1,081,198.31   sFT  0.99994264   -0 10 12.1
 NC1477;UTM  17      - 4,743,838.380   677,091.530   MT  0.99998584   +1 28 23.4
 NC1477
 NC1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1477!SPC NY W     -   0.99997544  x   0.99994264  =   0.99991808
 NC1477!UTM  17      -   0.99997544  x   0.99998584  =   0.99996128
 NC1477
 NC1477:                Primary Azimuth Mark                     Grid Az
 NC1477:SPC NY W     -  LACKAWANNA COMAX CABLE TV TW             141 48 43.9
 NC1477:UTM  17      -  LACKAWANNA COMAX CABLE TV TW             140 10 08.4
 NC1477
 NC1477|---------------------------------------------------------------------|
 NC1477| PID    Reference Object                     Distance      Geod. Az  |
 NC1477|                                                           dddmmss.s |
 NC1477| NC1456 LACKAWANNA COMAX CABLE TV TW        APPROX. 2.0 KM 1413831.8 |
 NC1477| CZ9721 BALA RM 1                            23.048 METERS 17312     |
 NC1477| NC1450 BUFFALO RADIO STA WGR TOWER         APPROX. 6.2 KM 1863448.3 |
 NC1477| CZ9722 BALA RM 2                            26.061 METERS 28014     |
 NC1477|---------------------------------------------------------------------|
 NC1477
 NC1477                          SUPERSEDED SURVEY CONTROL
 NC1477
 NC1477  NAD 83(1986)-  42 49 35.84483(N)    078 50 00.38898(W) AD(       ) 1
 NC1477  NAD 27      -  42 49 35.63454(N)    078 50 01.26895(W) AD(       ) 1
 NC1477  NGVD 29 (07/19/86)  191.7    (m)          629.     (f) VERT ANG       
 NC1477
 NC1477.Superseded values are not recommended for survey control.
 NC1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1477.See file dsdata.txt to determine how the superseded data were derived.
 NC1477
 NC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7709243838(NAD 83)
 NC1477_MARKER: DS = TRIANGULATION STATION DISK
 NC1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1477
 NC1477  HISTORY     - Date     Condition        Report By
 NC1477  HISTORY     - 1973     MONUMENTED       NGS
 NC1477
 NC1477                          STATION DESCRIPTION
 NC1477
 NC1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1477'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF THE CENTER
 NC1477'OF BUFFALO, 1/2 MILE WEST OF THE CENTER OF LACKAWANNA, IN THE
 NC1477'SOUTHWEST SECTION OF SOUTH PARK AND ON PROPERTY OWNED BY THE
 NC1477'CITY OF BUFFALO.
 NC1477'
 NC1477'TO REACH THE STATION FROM THE POST OFFICE IN LACKAWANNA, GO
 NC1477'WEST ON RIDGE ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT AS
 NC1477'DESCRIBED.
 NC1477'
 NC1477'STATION MARKS ARE STANDARD DISKS STAMPED BALA 1973.  THE
 NC1477'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NC1477'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 202 FEET NORTH OF
 NC1477'THE CENTER OF RIDGE ROAD, 161 FEET EAST OF THE CENTER OF PARK
 NC1477'ENTRANCE ROAD, 39 FEET NORTHEAST OF A TRIPLE TRUNK TREE, 24 FEET
 NC1477'SOUTHWEST OF A FIRE HYDRANT AND 20 FEET EAST OF A NORTH-SOUTH
 NC1477'CONCRETE SIDEWALK.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 NC1477'AN IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE SURFACE OF
 NC1477'THE GROUND.
 NC1477'
 NC1477'REFERENCE MARK 1, A STANDARD DISK STAMPED BALA NO 1 1973, IS
 NC1477'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1477'WITH THE GROUND SURFACE.  IT IS 129 FEET NORTH OF THE CENTER OF
 NC1477'RIDGE ROAD, 20.6 FEET EAST OF THE EAST EDGE OF A CONCRETE
 NC1477'SIDEWALK AND 13.6 FEET WEST OF A 10-INCH MAPLE TREE.
 NC1477'
 NC1477'REFERENCE MARK 2, A STANDARD DISK STAMPED BALA NO 2 1973, IS
 NC1477'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1477'WITH THE GROUND SURFACE.  IT IS 77 FEET EAST OF THE CENTER OF
 NC1477'PARK ENTRANCE ROAD, 64 FEET WEST-NORTHWEST OF THE TRIPLE TRUNK
 NC1477'TREE AND 48 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST
 NC1477'CONCRETE SIDEWALK.
 NC1477'
 NC1477'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR REFERENCE MARK 3.
 NC1477'
 NC1477'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0054 ***********************************************************************
 OG0054  DESIGNATION -  BALD
 OG0054  PID         -  OG0054
 OG0054  STATE/COUNTY-  NY/ORLEANS
 OG0054  USGS QUAD   -  KENDALL (1978)
 OG0054
 OG0054                         *CURRENT SURVEY CONTROL
 OG0054  ___________________________________________________________________
 OG0054* NAD 83(1986)-  43 21 17.     (N)    078 01 05.     (W)     SCALED    
 OG0054* NAVD 88     -        85.498  (meters)     280.50   (feet)  ADJUSTED  
 OG0054  ___________________________________________________________________
 OG0054  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OG0054  DYNAMIC HT  -          85.481 (meters)     280.45  (feet)  COMP
 OG0054  MODELED GRAV-     980,416.4   (mgal)                       NAVD 88
 OG0054
 OG0054  VERT ORDER  -  FIRST     CLASS II
 OG0054
 OG0054.The horizontal coordinates were scaled from a topographic map and have
 OG0054.an estimated accuracy of +/- 6 seconds.
 OG0054
 OG0054.The orthometric height was determined by differential leveling
 OG0054.and adjusted by the National Geodetic Survey in June 1991..
 OG0054
 OG0054.The geoid height was determined by GEOID03.
 OG0054
 OG0054.The dynamic height is computed by dividing the NAVD 88
 OG0054.geopotential number by the normal gravity value computed on the
 OG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0054.degrees latitude (g = 980.6199 gals.).
 OG0054
 OG0054.The modeled gravity was interpolated from observed gravity values.
 OG0054
 OG0054;                    North         East    Units  Estimated Accuracy
 OG0054;SPC NY W     -   372,730.      395,820.      MT  (+/- 180 meters Scaled)
 OG0054
 OG0054                          SUPERSEDED SURVEY CONTROL
 OG0054
 OG0054  NGVD 29 (??/??/92)   85.686  (m)          281.12   (f) ADJ UNCH    1 2
 OG0054
 OG0054.Superseded values are not recommended for survey control.
 OG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0054.See file dsdata.txt to determine how the superseded data were derived.
 OG0054
 OG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ416045(NAD 83)
 OG0054_MARKER: DB = BENCH MARK DISK
 OG0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0054_SP_SET: WALL
 OG0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0054
 OG0054  HISTORY     - Date     Condition        Report By
 OG0054  HISTORY     - UNK      MONUMENTED       USLS
 OG0054  HISTORY     - 1967     GOOD             USLS
 OG0054
 OG0054                          STATION DESCRIPTION
 OG0054
 OG0054'DESCRIBED BY US LAKE SURVEY 1967
 OG0054'9 MI E FROM OAK ORCHARD HARBOR.
 OG0054'IS IN ORLEANS COUNTY, NEW YORK, ABOUT 9 MILES EAST OF OAK
 OG0054'ORCHARD HARBOR, 1.1 MILES WEST OF THE INTERSECTION OF COUNTY LINE RD.
 OG0054'(HWY. 272) AND LAKESHORE RD., ABOUT 500 FEET WEST OF CENTERLINE OF
 OG0054'NORWAY RD., ON SOUTHEAST WINGWALL OF BRIDGE OVER THE BALD EAGLE
 OG0054'CREEK, 16.5 FEET SOUTH OF CENTERLINE OF LAKESHORE RD., 1.6 FEET
 OG0054'SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE RAIL FOUNDATION, 0.4 FOOT
 OG0054'SOUTH OF NORTH FACE OF WINGWALL, BEING HIGHEST POINT OVER A CROSS AT
 OG0054'CENTER OF A BRONZE DISC SET INTO TOP OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2059 ***********************************************************************
 PG2059  DESIGNATION -  BALD
 PG2059  PID         -  PG2059
 PG2059  STATE/COUNTY-  NY/ESSEX
 PG2059  USGS QUAD   -  
 PG2059
 PG2059                         *CURRENT SURVEY CONTROL
 PG2059  ___________________________________________________________________
 PG2059* NAD 83(1996)-  44 25 37.48710(N)    073 31 32.90508(W)     ADJUSTED  
 PG2059* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 PG2059  ___________________________________________________________________
 PG2059  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 PG2059  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PG2059
 PG2059  HORZ ORDER  -  SECOND
 PG2059
 PG2059.The horizontal coordinates were established by classical geodetic methods
 PG2059.and adjusted by the National Geodetic Survey in January 1999..
 PG2059
 PG2059.The orthometric height was scaled from a topographic map.
 PG2059
 PG2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2059
 PG2059.The geoid height was determined by GEOID03.
 PG2059
 PG2059;                    North         East     Units Scale Factor Converg.
 PG2059;SPC NY E     -   621,675.761   227,565.974   MT  0.99997397   +0 40 55.1
 PG2059;SPC NY E     - 2,039,614.56    746,606.03   sFT  0.99997397   +0 40 55.1
 PG2059;UTM  18      - 4,920,366.245   617,341.286   MT  0.99976933   +1 01 55.4
 PG2059
 PG2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2059!SPC NY E     -   0.99989886  x   0.99997397  =   0.99987284
 PG2059!UTM  18      -   0.99989886  x   0.99976933  =   0.99966822
 PG2059
 PG2059:                Primary Azimuth Mark                     Grid Az
 PG2059:SPC NY E     -  BALD AZ MK                               124 04 04.4
 PG2059:UTM  18      -  BALD AZ MK                               123 43 04.1
 PG2059
 PG2059|---------------------------------------------------------------------|
 PG2059| PID    Reference Object                     Distance      Geod. Az  |
 PG2059|                                                           dddmmss.s |
 PG2059| DA4408 BALD AZ MK                                         1244459.5 |
 PG2059| DA4409 BALD RM 1                             9.472 METERS 25524     |
 PG2059| DA4410 BALD RM 2                             7.987 METERS 33436     |
 PG2059|---------------------------------------------------------------------|
 PG2059
 PG2059                          SUPERSEDED SURVEY CONTROL
 PG2059
 PG2059  NAD 83(1996)-  44 25 37.48940(N)    073 31 32.90514(W) AD(       ) 2
 PG2059  NAD 83(1992)-  44 25 37.48859(N)    073 31 32.90679(W) AD(       ) 2
 PG2059  NAD 83(1986)-  44 25 37.49390(N)    073 31 32.90671(W) AD(       ) 2
 PG2059  NAD 27      -  44 25 37.32400(N)    073 31 34.42100(W) AD(       ) 2
 PG2059
 PG2059.Superseded values are not recommended for survey control.
 PG2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2059.See file dsdata.txt to determine how the superseded data were derived.
 PG2059
 PG2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1734120366(NAD 83)
 PG2059
 PG2059  HISTORY     - Date     Condition        Report By
 PG2059  HISTORY     - 1942     MONUMENTED       CGS
 PG2059
 PG2059                          STATION DESCRIPTION
 PG2059
 PG2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2059'THE STATION IS ABOUT 6 MILES SSW OF KEESEVILLE AND 3 MILES W OF
 PG2059'U.S. HIGHWAY 9 ON A BARE ROCKY PART OF THE SUMMIT OF BALD
 PG2059'MOUNTAIN, MOST OF WHICH IS TIMBERED.  IT IS 12 FEET E OF THE E
 PG2059'SIDE OF A LONE LARGE BOULDER WHICH IS ABOUT 7 BY 5 BY 4 FEET.  IT
 PG2059'IS STAMPED BALD 1942.
 PG2059'
 PG2059'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 PG2059'IN OUTCROPPING BEDROCK.
 PG2059'
 PG2059'REFERENCE MARK NO.1 IS WSW OF THE STATION AND IS STAMPED BALD
 PG2059'NO. 1 1942.
 PG2059'
 PG2059'REFERENCE MARK NO.2 IS NNW OF THE STATION AND ABOUT 1 FOOT
 PG2059'HIGHER.  IT IS STAMPED BALD NO. 2 1942.
 PG2059'
 PG2059'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 PG2059'IN NOTE 11A.
 PG2059'
 PG2059'THE AZIMUTH MARK IS ABOUT 1.5 MILES ESE OF THE STATION, 8 FEET
 PG2059'E OF THE CENTER LINE OF THE ROAD TO THE STATION AND 20 FEET NNW
 PG2059'OF AN APPLE TREE.  IT IS STAMPED BALD 1942 AND PROJECTS 6 INCHES.
 PG2059'
 PG2059'TO REACH FROM KEESEVILLE GO S ON U.S. HIGHWAY 9 FOR 7.4 MILES
 PG2059'AND TURN RIGHT, WESTERLY OFF THE HIGHWAY AT A POINT ABOUT 100
 PG2059'YARDS N OF A FARMHOUSE ON THE W SIDE OF THE HIGHWAY.  GO 0.4 MILE
 PG2059'TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 PG2059'0.7 MILE AND TURN RIGHT JUST BEFORE REACHING A SMALL WOODEN
 PG2059'BRIDGE.  GO 1.0 MILE TO A BOARD NAILED ON A TREE ON THE LEFT
 PG2059'SIDE OF THE ROAD AND THE END OF TRUCK TRAVEL.  CONTINUE ON FOOT
 PG2059'ON THIS OLD ROAD FOR ABOUT 0.3 MILE AND TURN LEFT OFF THE ROAD
 PG2059'AT A BLAZED TREE ON THE LEFT.  FOLLOW THE BLAZES UP THE SIDE
 PG2059'OF THE MOUNTAIN TO ITS SUMMIT AND THE STATION.  IT IS ABOUT A
 PG2059'2 HOURS PACK.
 PG2059'
 PG2059'4-FOOT SIGNALS AT PALMER AND FORDWAY ARE VISIBLE AT 4 FEET.  A
 PG2059'16-FOOT SIGNAL AT BIGELOW IS VISIBLE AT 4 FEET.
 PG2059'
 PG2059'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0478 ***********************************************************************
 OG0478  DESIGNATION -  BALD EAGLE
 OG0478  PID         -  OG0478
 OG0478  STATE/COUNTY-  NY/ORLEANS
 OG0478  USGS QUAD   -  KENDALL (1978)
 OG0478
 OG0478                         *CURRENT SURVEY CONTROL
 OG0478  ___________________________________________________________________
 OG0478* NAD 83(1996)-  43 22 14.34677(N)    078 02 28.33362(W)     ADJUSTED  
 OG0478* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 OG0478  ___________________________________________________________________
 OG0478  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OG0478  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OG0478
 OG0478  HORZ ORDER  -  SECOND
 OG0478
 OG0478.The horizontal coordinates were established by classical geodetic methods
 OG0478.and adjusted by the National Geodetic Survey in January 1999..
 OG0478
 OG0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0478
 OG0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0478
 OG0478.The geoid height was determined by GEOID03.
 OG0478
 OG0478;                    North         East     Units Scale Factor Converg.
 OG0478;SPC NY W     -   374,488.270   393,936.417   MT  0.99996124   +0 22 20.3
 OG0478;SPC NY W     - 1,228,633.60  1,292,439.73   sFT  0.99996124   +0 22 20.3
 OG0478;UTM  17      - 4,806,228.851   739,718.133   MT  1.00030693   +2 01 58.1
 OG0478;UTM  18      - 4,806,469.150   253,604.946   MT  1.00034686   -2 05 22.2
 OG0478
 OG0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0478!SPC NY W     -   0.99999321  x   0.99996124  =   0.99995445
 OG0478!UTM  17      -   0.99999321  x   1.00030693  =   1.00030013
 OG0478!UTM  18      -   0.99999321  x   1.00034686  =   1.00034006
 OG0478
 OG0478|---------------------------------------------------------------------|
 OG0478| PID    Reference Object                     Distance      Geod. Az  |
 OG0478|                                                           dddmmss.s |
 OG0478| CZ9724 BALD EAGLE RM 1                      24.061 METERS 08826     |
 OG0478| CZ9723 BALD EAGLE AZ MK                                   1785910.2 |
 OG0478| CZ9725 BALD EAGLE RM 2                      29.172 METERS 18019     |
 OG0478| OG0479 LOMOND                              APPROX. 2.8 KM 2704621.7 |
 OG0478|---------------------------------------------------------------------|
 OG0478
 OG0478                          SUPERSEDED SURVEY CONTROL
 OG0478
 OG0478  NAD 83(1986)-  43 22 14.35441(N)    078 02 28.33134(W) AD(       ) 2
 OG0478  NAD 27      -  43 22 14.15130(N)    078 02 29.28293(W) AD(       ) 2
 OG0478  NGVD 29 (07/19/86)   79.4    (m)          260.     (f) VERT ANG       
 OG0478
 OG0478.Superseded values are not recommended for survey control.
 OG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0478.See file dsdata.txt to determine how the superseded data were derived.
 OG0478
 OG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ3971806229(NAD 83)
 OG0478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OG0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0478
 OG0478  HISTORY     - Date     Condition        Report By
 OG0478  HISTORY     - 1972     MONUMENTED       USLS
 OG0478
 OG0478                          STATION DESCRIPTION
 OG0478
 OG0478'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OG0478'STATION IS LOCATED ABOUT 3 MILES NORTH OF THE VILLAGE OF KENDALL,
 OG0478'0.5 MILES WEST OF BALD EAGLE CREEK, 0.3 MILES WEST OF NY ROUTE
 OG0478'237, 71 FEET SOUTH OF THE LAKE ONTARIO SHORELINE AND ON PRIVATE
 OG0478'PROPERTY (WITHIN A SUBDIVISION) OWNED BY MR. S. WIERZBIEK.
 OG0478'
 OG0478'TO REACH THE STATION FROM THE VILLAGE OF KENDALL, PROCEED NORTH
 OG0478'ON HIGHWAY 237 FROM THE RAILROAD TRACKS ON KENDALL ROAD (RTE. 237)
 OG0478'FOR 2.3 MILES TO BENNINGTON DRIVE, THE LAST SIDEROAD BEFORE
 OG0478'REACHING LAKE ONTARIO.  TURN LEFT, WEST, ON BENNINGTON ROAD FOR 0.3
 OG0478'MILES TO NO. 254 BENNINGTON DRIVE (LOT NO. 17) ON THE RIGHT AND
 OG0478'THE VICINITY OF THE STATION.
 OG0478'
 OG0478'TO REACH THE STATION FROM THE LAKE ONTARIO STATE PARKWAY, EXIT AT
 OG0478'THE NY 237 KENDALL HOLLY INTERSECTION AND PROCEED NORTH ON NY 237
 OG0478'TO BENNINGTON DRIVE.
 OG0478'
 OG0478'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS FLUSH WITH
 OG0478'THE GROUND SURFACE.
 OG0478'
 OG0478'STATION MARK, STAMPED BALD EAGLE LSC 1972, IS 251.6 FEET NORTH OF
 OG0478'THE CENTERLINE OF BENNINGTON DRIVE AND 39.15 FEET NNW OF THE
 OG0478'NORTHWEST CORNER OF THE RESIDENCE (NO. 254) AND 12.7 FEET NORTHWEST
 OG0478'OF A 4 IN DIAMETER MAPLE TREE.
 OG0478'
 OG0478'REFERENCE MARK NO. 1, STAMPED BALD EAGLE NO 1 1972, IS 236.5 FEET
 OG0478'NORTH OF THE CENTERLINE OF BENNINGTON DRIVE AND 55.17 FEET NORTHEAST
 OG0478'OF THE NORTHEAST CORNER OF THE RESIDENCE.
 OG0478'
 OG0478'REFERENCE MARK NO. 2, STAMPED BALD EAGLE NO 2 1972, AND 156.0 FEET
 OG0478'NORTH OF THE CENTERLINE OF BENNINGTON DRIVE AND 26.84 FEET NORTH OF
 OG0478'UTILITY POLE NO. 16621-1.
 OG0478'
 OG0478'AZIMUTH MARK, STAMPED BALD EAGLE LSC 1972, IS LOCATED ON THE LAKE
 OG0478'ONTARIO STATE PARKWAY SOUTHERN RIGHT-OF-WAY, 0.27 MILES WEST OF
 OG0478'THE NY 237 (KENDALL ROAD) INTERCHANGE, 67.0 FEET SOUTH OF THE
 OG0478'EASTBOUND LANE CENTERLINE, 84.51 FEET NORTH OF THE PARKWAYS
 OG0478'SOUTHERN FENCELINE, AND 5.41 FEET WEST OF THE SOUTHERNMOST
 OG0478'SUPPORT POST OF A HIGHWAY DIRECTIONAL SIGN (EXIT) READING-- NY
 OG0478'237 KENDALL HOLLY.
 OG0478'
 OG0478'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4439 ***********************************************************************
 LX4439  DESIGNATION -  BALD HILL RESET
 LX4439  PID         -  LX4439
 LX4439  STATE/COUNTY-  NY/DUTCHESS
 LX4439  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4439
 LX4439                         *CURRENT SURVEY CONTROL
 LX4439  ___________________________________________________________________
 LX4439* NAD 83(1996)-  41 30 05.81888(N)    073 55 02.53675(W)     ADJUSTED  
 LX4439* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 LX4439  ___________________________________________________________________
 LX4439  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 LX4439  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LX4439
 LX4439  HORZ ORDER  -  FIRST
 LX4439
 LX4439.The horizontal coordinates were established by classical geodetic methods
 LX4439.and adjusted by the National Geodetic Survey in January 1999..
 LX4439
 LX4439.The orthometric height was scaled from a topographic map.
 LX4439
 LX4439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4439
 LX4439.The geoid height was determined by GEOID03.
 LX4439
 LX4439;                    North         East     Units Scale Factor Converg.
 LX4439;SPC NY E     -   296,414.766   198,641.292   MT  0.99992911   +0 23 09.9
 LX4439;SPC NY E     -   972,487.44    651,708.97   sFT  0.99992911   +0 23 09.9
 LX4439;UTM  18      - 4,595,009.384   590,357.608   MT  0.99970047   +0 43 02.8
 LX4439
 LX4439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4439!SPC NY E     -   0.99993314  x   0.99992911  =   0.99986225
 LX4439!UTM  18      -   0.99993314  x   0.99970047  =   0.99963363
 LX4439
 LX4439|---------------------------------------------------------------------|
 LX4439| PID    Reference Object                     Distance      Geod. Az  |
 LX4439|                                                           dddmmss.s |
 LX4439| CB2685 BALD HILL RM 1                       17.020 METERS 11330     |
 LX4439| LX4391 CROWS NEST                          APPROX.11.7 KM 2080618.8 |
 LX4439| CB2686 BALD HILL RM 2                       12.560 METERS 23819     |
 LX4439| CB2687 BALD HILL RM 3                        2.605 METERS 33621     |
 LX4439|---------------------------------------------------------------------|
 LX4439
 LX4439                          SUPERSEDED SURVEY CONTROL
 LX4439
 LX4439  NAD 83(1986)-  41 30 05.82086(N)    073 55 02.53905(W) AD(       ) 1
 LX4439  NAD 27      -  41 30 05.48688(N)    073 55 04.04298(W) AD(       ) 1
 LX4439
 LX4439.Superseded values are not recommended for survey control.
 LX4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4439.See file dsdata.txt to determine how the superseded data were derived.
 LX4439
 LX4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9035895009(NAD 83)
 LX4439
 LX4439  HISTORY     - Date     Condition        Report By
 LX4439  HISTORY     - 1852     MONUMENTED       CGS
 LX4439  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4439  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX4439  HISTORY     - 1952     SEE DESCRIPTION  CGS
 LX4439  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4439
 LX4439                          STATION DESCRIPTION
 LX4439
 LX4439'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (EB)
 LX4439'THIS SIGNAL IS ON NORTHEASTERNMOST PEAK OF BREAKNECK
 LX4439'RANGE.  POINT WAS SECURED BY A HOLE 2 INCHES DEEP DRILLED IN
 LX4439'ROCK.
 LX4439
 LX4439                          STATION RECOVERY (1933)
 LX4439
 LX4439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4439'ORIGINAL DESCRIPTION OF THIS STATION DESCRIBES IT AS A DRILL
 LX4439'HOLE 2 INCHES DEEP DRILLED IN ROCK ON NORTHEASTERNMOST PEAK OF
 LX4439'BREAKNECK RIDGE.  A LARGE DESCRIPTION OF AN ATTEMPT TO LOCATE
 LX4439'STATION LATER ON IS OF LITTLE VALUE IN RECOVERING STATION.  THIS
 LX4439'PARTY FOUND A 2-INCH DRILL HOLE 6 INCHES DEEP AND SIX 1-INCH
 LX4439'DRILL HOLES SURROUNDING IT.  ONE OF THESE DRILL HOLES HAS AN
 LX4439'ARROW FROM IT POINTING ALMOST AT 2-INCH HOLE WITH 58 CUT IN
 LX4439'ROCK OVER IT AND IS 57.78 FEET FROM 2-INCH DRILL HOLE, SO THIS
 LX4439'WAS THOUGHT TO BE STATION AND A 20-FOOT TOWER WAS CONSTRUCTED
 LX4439'OVER IT.  POSITION COMPUTATION OF THIS STATION SHOWED A
 LX4439'DISCREPANCY OF 3 METERS FROM OLD STATION AND WITH THIS
 LX4439'INFORMATION AND DIRECTION, A FURTHER SEARCH FOR OLD
 LX4439'STATION WAS MADE AND A DRILL HOLE 3 INCHES IN DIAMETER AND
 LX4439'ABOUT 8 INCHES DEEP WAS FOUND IN ROCK IN A DEPRESSION SO
 LX4439'THAT IT WAS COVERED OVER BY ABOUT 3 INCHES OF DIRT.  IT IS
 LX4439'3.488 METERS FROM HOLE FIRST SELECTED AS STATION AND IS
 LX4439'BELIEVED TO BE ORIGINAL STATION.  IT WAS REMARKED BY A
 LX4439'STANDARD DISK AND 3 STANDARD DISK REFERENCE MARKS.  IT IS
 LX4439'NOT KNOWN WHO MADE DRILL HOLES MENTIONED ABOVE AND NO
 LX4439'DISTANCES WERE AVAILABLE TO VERIFY STATION.  IT HAPPENS
 LX4439'BOTH HOLES SELECTED FOR STATION ARE APPROXIMATELY 58
 LX4439'FEET FROM DRILL HOLE WITH ARROW AND 58, AND ARROW MAY BE
 LX4439'POINTING TO EITHER ONE OF THEM.  DESCRIPTION OF SEARCH FOR
 LX4439'STATION MENTIONED ABOVE STATES THAT MR. BLUNT ALWAYS USED 3-
 LX4439'AND 1-INCH DRILLS IN MARKING STATIONS.
 LX4439'
 LX4439'THIS IS BELIEVED TO BE ORIGINAL STATION ESTABLISHED BY
 LX4439'E. BLUNT IN 1852.  IT IS ON NORTHEASTERNMOST RIDGE OF BREAKNECK
 LX4439'MT. ON A HILL SHOWN ON CHART AS BALD HILL (ALSO KNOWN LOCALLY
 LX4439'AS DINGY MT.).  TO REACH STATION FROM CITY OF BEACON FROM
 LX4439'INTERSECTION OF E. MAIN ST. AND ADDAN ST. PROCEED ALONG E. MAIN
 LX4439'ST. TO NE A DISTANCE OF 1/2 MILE AND THEN CONTINUE ALONG A
 LX4439'MOUNTAIN ROAD TO BASE OF HILL AND UP A HOLLOW ALONG A MOUNTAIN
 LX4439'STREAM.  ROAD SOON PLAYS OUT BUT CONTINUE UP THIS HOLLOW TO
 LX4439'TOP OF RIDGE AND FOLLOW TOP OF THIS RIDGE TO N UNTIL IT BEGINS
 LX4439'TO DROP OFF RAPIDLY.  STATION IS ON HIGHEST PART OF THIS
 LX4439'SHOULDER.  IT IS ON BARE ROCK WITH STATION IN A
 LX4439'DEPRESSION IN ROCK SO THAT IT WAS COVERED OVER WITH ABOUT 2
 LX4439'INCHES OF DIRT.  IT WAS MARKED BY A 3-INCH DRILL HOLE
 LX4439'ABOUT 8 INCHES DEEP.  THIS WAS FILLED WITH CEMENT WITH A
 LX4439'STANDARD DISK STAMPED BALD HILL 1852-1933 CEMENTED IN TOP.
 LX4439'
 LX4439'A TRIANGULAR WALL OF LOOSE BRICK WAS LAID AROUND STATION AND
 LX4439'THREE STANDARD DISK REFERENCE MARKS WERE SET IN BARE ROCKS NEAR
 LX4439'STATION.
 LX4439'
 LX4439'THIS PARTY WAS FURNISHED WITH A PHOTOSTAT OF ORIGINAL
 LX4439'DESCRIPTION OF THIS STATION BY E. BLUNT IN 1852 WHICH STATES
 LX4439'THAT STATION IS ON NORTHEASTERNMOST PEAK OF BREAKNECK RANGE,
 LX4439'AND IS SECURED BY A HOLE 2 INCHES DEEP DRILLED IN ROCK.  A
 LX4439'PHOTOSTATE OF A DESCRIPTION OF AN ATTEMPT TO LOCATE STATION AT
 LX4439'A LATER DATE WAS ALSO FURNISHED, BUT THIS CONTAINED BUT LITTLE
 LX4439'INFORMATION OF VALUE IN RECOVERING STATION.
 LX4439'
 LX4439'UPON SEARCHING FOR THIS STATION, A 2-INCH DRILL HOLE ABOUT 6
 LX4439'INCHES DEEP WAS FOUND.  ANOTHER ONE-INCH DRILL HOLE WITH ARROW
 LX4439'CUT IN ROCK, POINTING ALMOST TO 2-INCH DRILL HOLE AND WITH A 58
 LX4439'CUT IN ROCK, WAS FOUND 57.78 FEET FROM 2-INCH DRILL HOLE.  OTHER
 LX4439'1-INCH DRILL HOLES WERE FOUND.  IT WAS THEREFORE ASSUMED THAT
 LX4439'THIS 2-INCH DRILL HOLE WAS ORIGINAL STATION AND THAT RECORDS
 LX4439'FOR WITNESS MARKS HAD BEEN LOST.  TWO-INCH HOLE WAS FILLED WITH
 LX4439'CEMENT AND A STANDARD DISK WAS SET IN TOP OF IT AND A SIGNAL
 LX4439'STAND 20 FEET TALL ERECTED OVER IT.  THIS STATION WAS
 LX4439'OCCUPIED AND OBSERVED UPON AND COMPUTATION OF SCHEME CARRIED
 LX4439'ON TO VICINITY OF KINGSTON, NEW YORK, WHERE A CHECK WAS
 LX4439'MADE ON AN OLD RECOVERED LINE OF TRIANGULATION.  POSITION
 LX4439'COMPUTATION OF THIS STATION DIFFERED FROM OLD POSITION OF
 LX4439'THIS STATION BY 2.95 METERS WHICH SHOWED RECOVERY OF
 LX4439'STATION TO BE DOUBTFUL.
 LX4439'
 LX4439'WITH THIS INFORMATION A PARTY REVISITED STATION AND BY
 LX4439'REMOVING A 3-INCH LAYER OF EARTH FROM ROCK SUCCEEDED IN FINDING
 LX4439'A 3-INCH DRILL HOLE ABOUT EIGHT INCHES DEEP.  THIS 3-INCH HOLE
 LX4439'IS 3.488 METERS FROM DRILL HOLE PREVIOUSLY SELECTED AS
 LX4439'STATION.  AN ECCENTRIC REDUCTION WAS MADE AND POSITION OF THIS
 LX4439'POINT COMPUTED FROM OLD LINE TOMPKINS-CROWS NEST IN ORDER TO
 LX4439'VERIFY THIS AS ORIGINAL BALD HILL.
 LX4439'
 LX4439'TRIANGLE BALD HILL, TOMPKINS, AND CROWS NEST HAS A 6-INCH
 LX4439'CLOSURE.
 LX4439'
 LX4439'THIS STATION IS 57.94 FEET FROM WITNESS MARK WITH ARROW AND
 LX4439'58, AND ARROW COULD POINT TO THIS STATION AS WELL AS TO OTHER
 LX4439'ONE.
 LX4439'
 LX4439'UNFORTUNATELY THIS RECOVERY WAS NOT MADE UNTIL NEAR CLOSE OF
 LX4439'SEASON AND COMPUTATIONS OF TRIANGULATION HAD BEEN COMPLETE AS
 LX4439'FAR AS KINGSTON, NEW YORK.  NAME OF STATION WAS CHANGED IN ALL
 LX4439'RECORDS AND COMPUTATIONS TO BALD HILL ECC. AND THUS NAMED AS A
 LX4439'NEW STATION.
 LX4439'
 LX4439'STANDARD DISK STATION MARK PREVIOUSLY SET IN DRILL HOLE WAS
 LX4439'REMOVED, LEAVING A 3/4-INCH HOLE IN ROCK.  A NEW DISK STAMPED
 LX4439'BALD HILL 1852-1933 WAS CEMENTED IN THREE-INCH DRILL HOLE AND
 LX4439'THREE STANDARD DISK REFERENCE MARKS WERE CEMENTED IN DRILL
 LX4439'HOLES IN NEARBY ROCKS WITH ARROWS POINTING TOWARDS 3-INCH
 LX4439'STATION.
 LX4439
 LX4439                          STATION RECOVERY (1938)
 LX4439
 LX4439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4439'STATION IS ON NORTHEASTERLY RIDGE OF BREAKNECK MT. LOCALLY
 LX4439'KNOWN AS DINGY MT.  MARK IS SET IN OUTCROPPING BEDROCK AND IS
 LX4439'STAMPED BALD HILL 1852 1933.
 LX4439'
 LX4439'REFERENCE MARK NO.2 IS S OF STATION AND IS SET IN OUTCROPPING
 LX4439'BEDROCK STAMPED BALD HILL 1852 1933.  REFERENCE MARK NO.1 IS E
 LX4439'OF STATION SET IN OUTCROPPING BEDROCK AND IS STAMPED BALD HILL
 LX4439'1852 1933.
 LX4439'
 LX4439'A NEW AZIMUTH MARK WAS SET 150 FEET N OF STATION, IN
 LX4439'OUTCROPPING BEDROCK, ON NORTHERNMOST POINT OF RIDGE.  OLD
 LX4439'AZIMUTH WAS NOT VISIBLE DUE TO HEAVY GROWTH OF BRUSH AND TIMBER
 LX4439'AROUND STATION.
 LX4439'
 LX4439'TO REACH STATION FROM INTERSECTION OF ANNAN AND E. MAIN
 LX4439'STS. IN CITY OF BEACON, NEW YORK, GO NORTHEASTERLY ALONG MAIN
 LX4439'ST. 0.5 MILE TO A Y.  BEAR R ON PRIVATE ROAD AND GO 0.15 MILE
 LX4439'TO ANOTHER Y.  KEEP STRAIGHT AHEAD (L FORK) AND GO 0.15 MILE TO
 LX4439'A SMALL STREAM, CROSS STREAM AND CONTINUE ABOUT 100 YARDS TO A
 LX4439'GATE, PASS THROUGH GATE AND CONTINUE ABOUT 0.2 MILE TO A SMALL
 LX4439'OPENING IN WOODS.  LEAVE TRUCK HERE AND CONTINUE ON FOOT UP DIM
 LX4439'ROAD TO ANOTHER GATE, PASS THROUGH GATE AND CONTINUE UP ROAD
 LX4439'TO A SMALL MOUNTAIN STREAM.  BEAR R ALONG R SIDE OF STREAM AND
 LX4439'CONTINUE UPHILL TO WHERE TRAIL ONCE CROSSES STREAM
 LX4439'(REMAINS OF OLD BRIDGE ABUTMENTS ARE STILL VISIBLE).  BEAR R
 LX4439'ON R SIDE OF STREAM AND CONTINUE UPHILL TO JUNCTION OF TWO
 LX4439'SMALL STREAMS.  CROSS RIGHT-HAND STREAM AND CONTINUE UPHILL ON
 LX4439'RIGHT-HAND SIDE OF LEFT-HAND STREAM TO TOP OF SADDLE OR
 LX4439'RIDGE.  CROSS STREAM HERE AND BEAR L FOLLOWING ALONG BACKBONE
 LX4439'OF RIDGE, CROSSING TWO SLIGHT HILLS, TO LAST AND HIGHEST
 LX4439'HILL AND STATION.
 LX4439'
 LX4439'MEASUREMENTS CHECK AS OF OLD DESCRIPTION.
 LX4439
 LX4439                          STATION RECOVERY (1952)
 LX4439
 LX4439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SS)
 LX4439'I MADE A CAREFUL STUDY OF THE AREA FOR THE STATION MARK WHICH
 LX4439'WAS NOT FOUND.  ON ONE OF THE ROCK OUTCROPS I DID DISCOVER A
 LX4439'HOLE FOR A DISK.  IT IS MY OPINION THAT THE STATION MARK HAS
 LX4439'BEEN REMOVED.
 LX4439'
 LX4439'THE THREE REFERENCE MARKS (*) STAMPED BALD HILL 1852 1933
 LX4439'RESPECTIVELY, WERE FOUND IN GOOD CONDITION.  REFERENCE MARKS
 LX4439'1 AND 2 HAD THE CEMENT REMOVED AND HAD BEEN DISFIGURED BY
 LX4439'HAMMER BLOWS, BUT THE DISK HELD SECURELY.  REFERENCE MARK 3
 LX4439'SHOWED SIGNS THAT SOME PERSON ATTEMPTED REMOVAL OF THE DISK.
 LX4439'
 LX4439'(*) STANDARD MONEL METAL DISKS.
 LX4439
 LX4439                          STATION RECOVERY (1964)
 LX4439
 LX4439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LN)
 LX4439'STATION WAS RECOVERED IN GOOD CONDITION.  RMS AND AZIMUTH MARK
 LX4439'WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1486 ***********************************************************************
 OD1486  DESIGNATION -  BALD MT CHURCH SPIRE
 OD1486  PID         -  OD1486
 OD1486  STATE/COUNTY-  NY/WASHINGTON
 OD1486  USGS QUAD   -  FORT MILLER (1967)
 OD1486
 OD1486                         *CURRENT SURVEY CONTROL
 OD1486  ___________________________________________________________________
 OD1486* NAD 83(1996)-  43 07 37.32104(N)    073 32 17.96123(W)     ADJUSTED  
 OD1486* NAVD 88     -                                                        
 OD1486  ___________________________________________________________________
 OD1486  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 OD1486  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 OD1486
 OD1486  HORZ ORDER  -  THIRD
 OD1486
 OD1486.The horizontal coordinates were established by classical geodetic methods
 OD1486.and adjusted by the National Geodetic Survey in January 1999..
 OD1486
 OD1486
 OD1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1486
 OD1486.The geoid height was determined by GEOID03.
 OD1486
 OD1486;                    North         East     Units Scale Factor Converg.
 OD1486;SPC NY E     -   477,232.131   228,246.791   MT  0.99997529   +0 39 26.8
 OD1486;SPC NY E     - 1,565,719.08    748,839.68   sFT  0.99997529   +0 39 26.8
 OD1486;SPC VT       -    70,177.494   415,511.510   MT  1.00005207   -0 42 35.5
 OD1486;UTM  18      - 4,775,958.684   618,894.051   MT  0.99977389   +0 59 57.6
 OD1486
 OD1486                          SUPERSEDED SURVEY CONTROL
 OD1486
 OD1486  NAD 83(1996)-  43 07 37.32289(N)    073 32 17.96079(W) AD(       ) 4
 OD1486  NAD 83(1992)-  43 07 37.32342(N)    073 32 17.96044(W) AD(       ) 4
 OD1486  NAD 83(1986)-  43 07 37.32460(N)    073 32 17.96043(W) AD(       ) 4
 OD1486  NAD 27      -  43 07 37.05569(N)    073 32 19.54328(W) AD(       ) 3
 OD1486
 OD1486.Superseded values are not recommended for survey control.
 OD1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1486.See file dsdata.txt to determine how the superseded data were derived.
 OD1486
 OD1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1889475959(NAD 83)
 OD1486_MARKER: 90 = CHURCH SPIRE
 OD1486
 OD1486  HISTORY     - Date     Condition        Report By
 OD1486  HISTORY     - 1874     FIRST OBSERVED   CGS
 OD1486
 OD1486                          STATION DESCRIPTION
 OD1486
 OD1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (RDC)
 OD1486'GREENWICH HILL IS THE SAME AS BALD MOUNTAIN, THE LATTER NAME
 OD1486'BEING DROPPED BECAUSE OF ITS FREQUENT RECURRENCE.  ON THE NW
 OD1486'SIDE OF THE HILL THERE IS A LIME QUARRY AND AT THE FOOT A LITTLE
 OD1486'VILLAGE BUILT UP BY ROBERT LAWTER, ESQ., FOR THE WORKMEN.  AT
 OD1486'THE SOUTHERN EXTREMITY OF THE VILLAGE, A LITTLE WOODEN
 OD1486'CHURCH STANDS.  IT IS THE SPIRE OF THIS CHURCH WHICH WAS
 OD1486'OBSERVED ON FROM STATIONS MT. RAFINESQUE AND GREENWICH HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1722 ***********************************************************************
 OD1722  DESIGNATION -  BALDHEAD
 OD1722  PID         -  OD1722
 OD1722  STATE/COUNTY-  NY/WARREN
 OD1722  USGS QUAD   -  STONY CREEK (1968)
 OD1722
 OD1722                         *CURRENT SURVEY CONTROL
 OD1722  ___________________________________________________________________
 OD1722* NAD 83(1996)-  43 28 47.31914(N)    073 58 00.44653(W)     ADJUSTED  
 OD1722* NAVD 88     -       875.     (meters)    2871.     (feet)  SCALED    
 OD1722  ___________________________________________________________________
 OD1722  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OD1722  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 OD1722
 OD1722  HORZ ORDER  -  THIRD
 OD1722
 OD1722.The horizontal coordinates were established by classical geodetic methods
 OD1722.and adjusted by the National Geodetic Survey in January 1999..
 OD1722
 OD1722.The orthometric height was scaled from a topographic map.
 OD1722
 OD1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1722
 OD1722.The geoid height was determined by GEOID03.
 OD1722
 OD1722;                    North         East     Units Scale Factor Converg.
 OD1722;SPC NY E     -   516,110.468   193,134.284   MT  0.99992288   +0 22 00.9
 OD1722;SPC NY E     - 1,693,272.43    633,641.40   sFT  0.99992288   +0 22 00.9
 OD1722;UTM  18      - 4,814,617.655   583,557.186   MT  0.99968588   +0 42 39.6
 OD1722
 OD1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1722!SPC NY E     -   0.99986736  x   0.99992288  =   0.99979025
 OD1722!UTM  18      -   0.99986736  x   0.99968588  =   0.99955329
 OD1722
 OD1722|---------------------------------------------------------------------|
 OD1722| PID    Reference Object                     Distance      Geod. Az  |
 OD1722|                                                           dddmmss.s |
 OD1722| DA2955 BALDHEAD RM 1                        17.684 METERS 12258     |
 OD1722| DA2954 BALDHEAD AZ MK                                     1931139.3 |
 OD1722| DA2956 BALDHEAD RM 2                        14.545 METERS 29544     |
 OD1722|---------------------------------------------------------------------|
 OD1722
 OD1722                          SUPERSEDED SURVEY CONTROL
 OD1722
 OD1722  NAD 83(1996)-  43 28 47.32270(N)    073 58 00.44698(W) AD(       ) 3
 OD1722  NAD 83(1992)-  43 28 47.32278(N)    073 58 00.44700(W) AD(       ) 3
 OD1722  NAD 83(1986)-  43 28 47.32301(N)    073 58 00.44731(W) AD(       ) 3
 OD1722  NAD 27      -  43 28 47.07399(N)    073 58 01.99483(W) AD(       ) 3
 OD1722
 OD1722.Superseded values are not recommended for survey control.
 OD1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1722.See file dsdata.txt to determine how the superseded data were derived.
 OD1722
 OD1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8355714618(NAD 83)
 OD1722_MARKER: B = BOLT
 OD1722_SETTING: 80 = SET IN A BOULDER
 OD1722_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OD1722
 OD1722  HISTORY     - Date     Condition        Report By
 OD1722  HISTORY     - 1942     MONUMENTED       USGS
 OD1722
 OD1722                          STATION DESCRIPTION
 OD1722
 OD1722'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (KBJ)
 OD1722'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL KNOWN AS
 OD1722'BALDHEAD, ABOUT 9.5 MILES W AND 1 MILE S OF WARRENSBURG AND
 OD1722'ABOUT 2 MILES W AND 4 MILES N OF STONY CREEK, ON LAND OWNED BY
 OD1722'THE STATE OF NEW YORK.  THE MARK IS A LIGHT COLORED BOLT THAT
 OD1722'IS 1-1/2 INCHES IN DIAMETER AND HAS BEEN WEDGED IN A DRILLED
 OD1722'HOLE IN A LARGE BOULDER.  THERE IS NO STAMPING ON THE HEAD OF
 OD1722'THE BOLT.
 OD1722'
 OD1722'REFERENCE MARK NO. 1 IS 58.02 FEET ESE OF THE STATION.  THE
 OD1722'DISK IS SET IN A DRILLED HOLE IN THE TOP OF A LARGE BOULDER.  IT
 OD1722'IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION MARK
 OD1722'AND IS STAMPED BALDHEAD NO. 1 1942.
 OD1722'
 OD1722'REFERENCE MARK NO. 2 IS 47.72 FEET NW OF THE STATION.  THE MARK
 OD1722'IS SET NEAR THE TOP OF A LARGE BOULDER THAT PROJECTS 6 FEET ON
 OD1722'THE NW SIDE.  THE DISK IS SET IN A DRILLED HOLE AND IS STAMPED
 OD1722'BALDHEAD NO. 2 1942.
 OD1722'
 OD1722'THE AZIMUTH MARK IS 2 MILES SSW OF THE STATION, 200 YARDS SE
 OD1722'OF THE CAREYS FARM HOUSE, 22.5 FEET S OF THE CENTERLINE OF A
 OD1722'GRAVELED ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 OD1722'DISK IS STAMPED BALDHEAD 1942.
 OD1722'
 OD1722'TO REACH THE STATION FROM THE STONY CREEK POST OFFICE, GO N
 OD1722'ON MAIN TRAVELED ROAD FOR 1.4 MILES TO CROSSROADS, CONTINUE
 OD1722'STRAIGHT AHEAD FOR 0.05 MILE TO A STEEL BRIDGE, PASS OVER
 OD1722'BRIDGE AND CONTINUE ON MAIN TRAVELED ROAD FOR 1.85 MILES TO A
 OD1722'T ROAD RIGHT.* HERE TURN RIGHT AND GO 0.85 MILE TO A HOUSE ON
 OD1722'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO AN OLD GARAGE
 OD1722'ON THE RIGHT AND THE END OF TRUCK TRAVEL, HERE BACK PACK IN A
 OD1722'NORTHEASTERLY DIRECTION ON A BLAZED TRAIL FOR ABOUT 1 MILE,
 OD1722'HERE CONTINUE ON UP HILL OVER ROCKS FOR ABOUT 0.75 MILE TO
 OD1722'THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 OD1722'
 OD1722'*TO REACH THE AZIMUTH MARK FROM THE T ROAD RIGHT, CONTINUE
 OD1722'STRAIGHT AHEAD IN A NORTHWESTERLY DIRECTION FOR 0.05 MILE TO
 OD1722'THE AZIMUTH ON THE LEFT.
 OD1722'
 OD1722'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3105 ***********************************************************************
 KU3105  DESIGNATION -  BALDWIN
 KU3105  PID         -  KU3105
 KU3105  STATE/COUNTY-  NY/NASSAU
 KU3105  USGS QUAD   -  FREEPORT (1979)
 KU3105
 KU3105                         *CURRENT SURVEY CONTROL
 KU3105  ___________________________________________________________________
 KU3105* NAD 83(1996)-  40 41 15.01927(N)    073 36 51.37922(W)     ADJUSTED  
 KU3105* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 KU3105  ___________________________________________________________________
 KU3105  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KU3105  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU3105
 KU3105  HORZ ORDER  -  FIRST
 KU3105
 KU3105.The horizontal coordinates were established by classical geodetic methods
 KU3105.and adjusted by the National Geodetic Survey in January 1999..
 KU3105
 KU3105.The orthometric height was scaled from a topographic map.
 KU3105
 KU3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3105
 KU3105.The geoid height was determined by GEOID03.
 KU3105
 KU3105;                    North         East     Units Scale Factor Converg.
 KU3105;SPC NY L     -    57,908.671   332,605.947   MT  0.99999891   +0 15 08.3
 KU3105;SPC NY L     -   189,988.70  1,091,224.68   sFT  0.99999891   +0 15 08.3
 KU3105;UTM  18      - 4,504,991.349   617,092.267   MT  0.99976876   +0 54 12.6
 KU3105
 KU3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3105!SPC NY L     -   1.00000234  x   0.99999891  =   1.00000125
 KU3105!UTM  18      -   1.00000234  x   0.99976876  =   0.99977110
 KU3105
 KU3105:                Primary Azimuth Mark                     Grid Az
 KU3105:SPC NY L     -  BALDWIN RM 3 AZIMUTH                     182 44 37.8
 KU3105:UTM  18      -  BALDWIN RM 3 AZIMUTH                     182 05 33.5
 KU3105
 KU3105|---------------------------------------------------------------------|
 KU3105| PID    Reference Object                     Distance      Geod. Az  |
 KU3105|                                                           dddmmss.s |
 KU3105| CB6592 BALDWIN RM 3 AZIMUTH                               1825946.1 |
 KU3105| CB6590 BALDWIN RM 1                         18.081 METERS 21517     |
 KU3105| CB6591 BALDWIN RM 2                         22.132 METERS 34854     |
 KU3105|---------------------------------------------------------------------|
 KU3105
 KU3105                          SUPERSEDED SURVEY CONTROL
 KU3105
 KU3105  NAD 83(1996)-  40 41 15.02238(N)    073 36 51.37825(W) AD(       ) 1
 KU3105  NAD 83(1992)-  40 41 15.02231(N)    073 36 51.37816(W) AD(       ) 1
 KU3105  NAD 83(1986)-  40 41 15.02260(N)    073 36 51.37864(W) AD(       ) 1
 KU3105  NAD 27      -  40 41 14.65517(N)    073 36 52.91359(W) AD(       ) 1
 KU3105
 KU3105.Superseded values are not recommended for survey control.
 KU3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3105.See file dsdata.txt to determine how the superseded data were derived.
 KU3105
 KU3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1709204991(NAD 83)
 KU3105_MARKER: DS = TRIANGULATION STATION DISK
 KU3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3105
 KU3105  HISTORY     - Date     Condition        Report By
 KU3105  HISTORY     - 1965     MONUMENTED       CGS
 KU3105
 KU3105                          STATION DESCRIPTION
 KU3105
 KU3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3105'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE
 KU3105'CLOVERLEAF INTERCHANGE AT THE INTERSECTION OF THE SOUTHERN
 KU3105'STATE PARKWAY AND BALDWIN ROAD.  THIS IS ABOUT 2.0 MILES
 KU3105'SOUTH OF THE CENTER OF HEMPSTEAD AND 3.0 MILES NORTH OF THE
 KU3105'CENTER OF BALDWIN.  THE STATION IS ON THE PROPERTY OF THE
 KU3105'LONG ISLAND STATE PARK COMMISSION.
 KU3105'
 KU3105'TO REACH THE STATION LEAVE THE SOUTHERN STATE PARKWAY AT
 KU3105'INTERCHANGE 20 (EXIT TO BALDWIN ROAD) AND PROCEED TO THE
 KU3105'NORTHEAST ANGLE MENTIONED ABOVE.
 KU3105'
 KU3105'THE STATION MARK IS A STANDARD DISK STAMPED BALDWIN 1965,
 KU3105'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 KU3105'FLUSH WITH THE GROUND SURFACE.  IT IS 35.7 FEET EAST OF THE
 KU3105'EAST CURB OF BALDWIN ROAD, 62.0 FEET NORTHEAST OF THE
 KU3105'NORTHEAST ABUTMENT OF AN OVERPASS AND 95 FEET WEST OF THE
 KU3105'WEST CURB OF THE ENTRANCE RAMP TO THE SOUTHERN STATE PARKWAY.
 KU3105'
 KU3105'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALDWIN NO 1
 KU3105'1965, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KU3105'MONUMENT PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 KU3105'9.0 FEET EAST OF THE EAST CURB OF BALDWIN ROAD, 3.8 FEET
 KU3105'NORTHEAST OF THE NORTHEAST ABUTMENT OF THE OVERPASS, 2.9 FEET
 KU3105'EAST-SOUTHEAST OF A WOODEN GUARD RAIL AND ABOUT 4 FEET
 KU3105'HIGHER THAN THE STATION ELEVATION.
 KU3105'
 KU3105'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALDWIN NO 2
 KU3105'1965, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KU3105'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 123.3 FEET
 KU3105'NORTH OF THE NORTHEAST ABUTMENT OF THE OVERPASS, 9.6 FEET
 KU3105'EAST OF THE EAST CURB OF BALDWIN ROAD, 1.5 FEET EAST OF THE
 KU3105'EAST EDGE OF THE SIDEWALK ALONG THE EAST EDGE OF BALDWIN
 KU3105'ROAD AND IT IS ABOUT 1 FOOT LOWER THAN THE STATION ELEVATION.
 KU3105'
 KU3105'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 KU3105'BALDWIN NO 3 1965, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KU3105'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 70
 KU3105'FEET EAST OF THE ENTRANCE TO A SOFTBALL FIELD, 60 FEET
 KU3105'SOUTHEAST OF THE EAST END OF A BACKSTOP, 27 FEET NORTH OF
 KU3105'THE CENTER OF SCHOOL DRIVE, 10.8 FEET NORTH-NORTHWEST OF A
 KU3105'FIRE HYDRANT AND 1.5 FEET NORTH OF A CYCLONE FENCE.
 KU3105'
 KU3105'TO REACH REFERENCE MARK 3 (AZIMUTH MARK) FROM THE STATION,
 KU3105'GO SOUTH ON BALDWIN ROAD FOR 0.2 MILE TO A SIDE ROAD
 KU3105'LEFT.  TURN LEFT AND GO EAST ON SCHOOL DRIVE FOR ABOUT
 KU3105'200 FEET TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 KU3105'
 KU3105'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1379 ***********************************************************************
 OF1379  DESIGNATION -  BALDWIN
 OF1379  PID         -  OF1379
 OF1379  STATE/COUNTY-  NY/ONONDAGA
 OF1379  USGS QUAD   -  BALDWINSVILLE (1978)
 OF1379
 OF1379                         *CURRENT SURVEY CONTROL
 OF1379  ___________________________________________________________________
 OF1379* NAD 83(1996)-  43 09 46.67830(N)    076 18 44.59321(W)     ADJUSTED  
 OF1379* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 OF1379  ___________________________________________________________________
 OF1379  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OF1379  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OF1379
 OF1379  HORZ ORDER  -  SECOND
 OF1379
 OF1379.The horizontal coordinates were established by classical geodetic methods
 OF1379.and adjusted by the National Geodetic Survey in January 1999..
 OF1379
 OF1379.The orthometric height was scaled from a topographic map.
 OF1379
 OF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1379
 OF1379.The geoid height was determined by GEOID03.
 OF1379
 OF1379;                    North         East     Units Scale Factor Converg.
 OF1379;SPC NY C     -   351,309.155   272,033.376   MT  0.99994347   +0 11 07.3
 OF1379;SPC NY C     - 1,152,586.79    892,496.17   sFT  0.99994347   +0 11 07.3
 OF1379;UTM  18      - 4,779,748.100   393,312.023   MT  0.99974002   -0 53 52.3
 OF1379
 OF1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1379!SPC NY C     -   0.99997980  x   0.99994347  =   0.99992327
 OF1379!UTM  18      -   0.99997980  x   0.99974002  =   0.99971982
 OF1379
 OF1379|---------------------------------------------------------------------|
 OF1379| PID    Reference Object                     Distance      Geod. Az  |
 OF1379|                                                           dddmmss.s |
 OF1379| CZ7446 BALDWIN RM 1                         27.267 METERS 00828     |
 OF1379| OF1380 BALDWINSVILLE EAST STANDPIPE         13.433 METERS 04941     |
 OF1379| OF1371 LIVERPOOL WATER TANK                APPROX.10.0 KM 1243242.1 |
 OF1379| OF1370 WAGE NORTHEAST RADIO TOWER          APPROX.12.8 KM 1265332.7 |
 OF1379| OF1369 WAGE NORTHWEST RADIO TOWER          APPROX.12.7 KM 1280421.1 |
 OF1379| CZ7445 BALDWIN AZ MK                                      1784907.8 |
 OF1379| OF1381 BALDWINSVILLE SM RED WATER TK       APPROX. 1.6 KM 2564102.0 |
 OF1379| CZ7447 BALDWIN RM 2                         41.830 METERS 29423     |
 OF1379| OF1387 FULTON AMERICAN WOOLEN CO TANK      APPROX.18.9 KM 3330257.6 |
 OF1379| OF1378 BALDWINSVILLE WEST STANDPIPE         13.588 METERS 33339     |
 OF1379| OF1388 FULTON STANDPIPE                    APPROX.19.2 KM 3374045.7 |
 OF1379| OF1385 PHOENIX                             APPROX.12.1 KM 3434314.4 |
 OF1379|---------------------------------------------------------------------|
 OF1379
 OF1379                          SUPERSEDED SURVEY CONTROL
 OF1379
 OF1379  NAD 83(1986)-  43 09 46.68399(N)    076 18 44.59012(W) AD(       ) 2
 OF1379  NAD 27      -  43 09 46.44600(N)    076 18 45.84300(W) AD(       ) 2
 OF1379
 OF1379.Superseded values are not recommended for survey control.
 OF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1379.See file dsdata.txt to determine how the superseded data were derived.
 OF1379
 OF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9331279748(NAD 83)
 OF1379_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1379
 OF1379  HISTORY     - Date     Condition        Report By
 OF1379  HISTORY     - 1942     MONUMENTED       CGS
 OF1379  HISTORY     - 1967     SEE DESCRIPTION  LOCSUR
 OF1379  HISTORY     - 1973     SEE DESCRIPTION  NYDT
 OF1379  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OF1379
 OF1379                          STATION DESCRIPTION
 OF1379
 OF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1379'THE STATION IS LOCATED ABOUT 11.0 MILES NW OF SYRACUSE, 4.5 MILES
 OF1379'S OF PHOENIX, AND 1.0 MILE E OF BALDWINSVILLE, ON A BARE ROUND
 OF1379'TOP HILL AND NEAR THE TWO CITY WATER SUPPLY STANDPIPES, ON PROPERTY
 OF1379'OWNED BY THE TOWN OF BALDWINSVILLE.  IT IS 0.1 MILE S OF STATE
 OF1379'ROUTE 31, 34.5 FEET S OF THE SMALLEST OF THE TWO STANDPIPES, AND
 OF1379'19 FEET W OF THE LARGEST OF THE TWO STANDPIPES.  THE DISK IS
 OF1379'STAMPED BALDWIN 1942, AND PROJECTS 2 INCHES.
 OF1379'
 OF1379'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OF1379'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OF1379'
 OF1379'REFERENCE MARK NO.1 IS N OF THE STATION, 40 FEET NE OF THE
 OF1379'HIGHEST STANDPIPE, AND 15 FEET N OF THE CENTER OF FARM ROAD.  THE
 OF1379'DISK IS STAMPED BALDWIN NO. 1 1942, AND PROJECTS 3 INCHES.
 OF1379'
 OF1379'REFERENCE MARK NO.2 IS WNW OF THE STATION, SET IN THE S SIDE
 OF1379'OF THE BRUSH LINE IN THE E-AND-W FENCE LINE, 100 FEET WNW OF THE
 OF1379'W STANDPIPE.  THE DISK IS STAMPED BALDWIN NO. 2 1942, AND PROJECTS
 OF1379'6 INCHES.
 OF1379'
 OF1379'THE AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION, 30 FEET
 OF1379'N OF THE CENTER OF STATE ROUTE 370 SET IN THE HIGHWAY SHOULDER,
 OF1379'10 FEET S OF A SINGLE STRAND WIRE FENCE.  THE DISK IS STAMPED
 OF1379'BALDWIN 1942, AND PROJECTS 2 INCHES.  TO REACH FROM THE JUNCTION
 OF1379'OF STATE ROUTES 31 AND 370 IN BALDWINSVILLE.  GO SE ON 370 FOR
 OF1379'0.75 MILE TO THE MARK ON THE LEFT AS DESCRIBED, 0.05 MILE SE OF
 OF1379'A LARGE RED BARN AND SILO ON THE LEFT.
 OF1379'
 OF1379'TO REACH THE STATION FROM THE RAILROAD STATION IN
 OF1379'BALDWINSVILLE.  GO E ON STATE ROUTE 31 FOR 0.7 MILE TO THE TOP
 OF1379'OF THE HILL AND DRIVEWAY RIGHT LEADING TO AN OLD ABANDONED
 OF1379'HOUSE.  TURN RIGHT INTO THE DRIVEWAY AND GO S FOR 0.1 MILE TO THE
 OF1379'SITE OF THE TWO STANDPIPES AND STATION.
 OF1379'
 OF1379'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 OF1379'
 OF1379'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OF1379
 OF1379                          STATION RECOVERY (1967)
 OF1379
 OF1379'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 OF1379'RECOVERED BY BRUCE H. QUACKENBUSH., LAND SURVEYOR.
 OF1379'
 OF1379'STATION RECOVERED IN GOOD CONDITION.  AZIMUTH MARK AND REFERENCE
 OF1379'MARKS WERE NOT SEARCHED FOR.  THE HILL ON WHICH THE STATION IS
 OF1379'LOCATED IS NOW COVERED WITH 15 FOOT GROWTH AND A SMALL PLANTING
 OF1379'OF SCOTCH PINE ALSO ABOUT 15 FEET TALL.  THE DESCRIPTION IS
 OF1379'OTHERWISE ADEQUATE.
 OF1379
 OF1379                          STATION RECOVERY (1973)
 OF1379
 OF1379'RECOVERY NOTE BY NY DEPT OF TRANSP 1973
 OF1379'STATION AND R.M. NOS. 1 AND 2 WERE RECOVERED IN GOOD
 OF1379'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 OF1379'DIRECTIONS ARE ADEQUATE.
 OF1379
 OF1379                          STATION RECOVERY (1974)
 OF1379
 OF1379'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OF1379'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OF1379'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED DESTROYED
 OF1379'BY ROAD WIDENING AND CONSTRUCTION OF NEW HOMES.  DISTANCE AND
 OF1379'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION
 OF1379'IS BLOCKED FROM NORTHWEST AROUND CLOCKWISE TO EAST BY TREES AND
 OF1379'WATER TANKS.  THE REMAINDER IS OPEN.
 OF1379'
 OF1379'STATION MARK IS A STANDARD DISK STAMPED BALDWIN 1942, SET IN THE
 OF1379'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.  IT IS IN THE
 OF1379'SOUTH END OF THE ROAD LOOP SURROUNDING THE TANKS AND TREE GROVE.
 OF1379'
 OF1379'RM NO.1 IS A STANDARD DISK STAMPED BALDWING NO 1 1942, SET IN
 OF1379'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 OF1379'
 OF1379'RM NO.2 IS A STANDARD DISK STAMPED BALDWIN NO 2 1942, SET IN
 OF1379'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 OF1379'
 OF1379'TO REACH STATION FROM INTERSECTION OF N.Y. RTES. 48 AND 31 IN
 OF1379'CENTER OF BALDWINSVILLE, GO EAST ON RTE. 31 FOR 0.3 MILE TO
 OF1379'FORK.  CONTINUE ON N.Y. RTE. 31, LEFT FORK, FOR 0.9 MILE TO
 OF1379'TRACK ROAD RIGHT.  GO RIGHT FOR 0.15 MILE TO STATION AT SOUTH OF
 OF1379'WATER TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3104 ***********************************************************************
 KU3104  DESIGNATION -  BALDWIN BETHLEHEM LUTH CH
 KU3104  PID         -  KU3104
 KU3104  STATE/COUNTY-  NY/NASSAU
 KU3104  USGS QUAD   -  FREEPORT (1979)
 KU3104
 KU3104                         *CURRENT SURVEY CONTROL
 KU3104  ___________________________________________________________________
 KU3104* NAD 83(1996)-  40 40 36.66257(N)    073 36 48.08578(W)     ADJUSTED  
 KU3104* NAVD 88     -                                                        
 KU3104  ___________________________________________________________________
 KU3104  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KU3104  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU3104
 KU3104  HORZ ORDER  -  THIRD
 KU3104
 KU3104.The horizontal coordinates were established by classical geodetic methods
 KU3104.and adjusted by the National Geodetic Survey in January 1999..
 KU3104
 KU3104
 KU3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3104
 KU3104.The geoid height was determined by GEOID03.
 KU3104
 KU3104;                    North         East     Units Scale Factor Converg.
 KU3104;SPC NY L     -    56,725.851   332,688.501   MT  0.99999945   +0 15 10.4
 KU3104;SPC NY L     -   186,108.06  1,091,495.52   sFT  0.99999945   +0 15 10.4
 KU3104;UTM  18      - 4,503,809.815   617,188.235   MT  0.99976904   +0 54 14.1
 KU3104
 KU3104                          SUPERSEDED SURVEY CONTROL
 KU3104
 KU3104  NAD 83(1996)-  40 40 36.66570(N)    073 36 48.08472(W) AD(       ) 4
 KU3104  NAD 83(1992)-  40 40 36.66567(N)    073 36 48.08466(W) AD(       ) 4
 KU3104  NAD 83(1986)-  40 40 36.66584(N)    073 36 48.08502(W) AD(       ) 4
 KU3104  NAD 27      -  40 40 36.29807(N)    073 36 49.62117(W) AD(       ) 3
 KU3104
 KU3104.Superseded values are not recommended for survey control.
 KU3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3104.See file dsdata.txt to determine how the superseded data were derived.
 KU3104
 KU3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1718803810(NAD 83)
 KU3104_MARKER: 90 = CHURCH SPIRE
 KU3104
 KU3104  HISTORY     - Date     Condition        Report By
 KU3104  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU3104  HISTORY     - 19910623 GOOD             USPSQD
 KU3104
 KU3104                          STATION DESCRIPTION
 KU3104
 KU3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3104'THE STATION IS LOCATED 0.65 MILE SOUTH OF THE JUNCTION OF
 KU3104'GRAND AVENUE AND SOUTHERN STATE PARKWAY, ACROSS THE
 KU3104'STREET FROM HOUSE NUMBER 1368 GRAND AVENUE AND IN THE
 KU3104'SOUTHEAST ANGLE OF THE INTERSECTION OF GRAND AVENUE AND
 KU3104'WESLEY STREET.  THE SPIRE IS COPPER COVERED, LIGHT GREEN
 KU3104'IN COLOR, OCTAGONAL SHAPED MOUNTED ON A 4-SIDED BROWN BASE
 KU3104'WHICH IS SURMOUNTED ON A RED BRICK BUILDING AND THE
 KU3104'OVER-ALL HEIGHT IS 65 FEET.  THE POINT INTERSECTED WAS THE
 KU3104'BASE OF CROSS.
 KU3104
 KU3104                          STATION RECOVERY (1991)
 KU3104
 KU3104'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU3104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3107 ***********************************************************************
 KU3107  DESIGNATION -  BALDWIN LARGER TANK
 KU3107  PID         -  KU3107
 KU3107  STATE/COUNTY-  NY/NASSAU
 KU3107  USGS QUAD   -  FREEPORT (1979)
 KU3107
 KU3107                         *CURRENT SURVEY CONTROL
 KU3107  ___________________________________________________________________
 KU3107* NAD 83(1996)-  40 39 51.96089(N)    073 36 15.23815(W)     ADJUSTED  
 KU3107* NAVD 88     -                                                        
 KU3107  ___________________________________________________________________
 KU3107  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KU3107  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU3107
 KU3107  HORZ ORDER  -  THIRD
 KU3107
 KU3107.The horizontal coordinates were established by classical geodetic methods
 KU3107.and adjusted by the National Geodetic Survey in January 1999..
 KU3107
 KU3107
 KU3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3107
 KU3107.The geoid height was determined by GEOID03.
 KU3107
 KU3107;                    North         East     Units Scale Factor Converg.
 KU3107;SPC NY L     -    55,350.418   333,466.138   MT  1.00000012   +0 15 31.9
 KU3107;SPC NY L     -   181,595.50  1,094,046.82   sFT  1.00000012   +0 15 31.9
 KU3107;UTM  18      - 4,502,443.618   617,981.264   MT  0.99977133   +0 54 34.7
 KU3107
 KU3107                          SUPERSEDED SURVEY CONTROL
 KU3107
 KU3107  NAD 83(1996)-  40 39 51.96421(N)    073 36 15.23698(W) AD(       ) 4
 KU3107  NAD 83(1992)-  40 39 51.96421(N)    073 36 15.23691(W) AD(       ) 4
 KU3107  NAD 83(1986)-  40 39 51.96417(N)    073 36 15.23736(W) AD(       ) 4
 KU3107  NAD 27      -  40 39 51.59520(N)    073 36 16.77286(W) AD(       ) 3
 KU3107
 KU3107.Superseded values are not recommended for survey control.
 KU3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3107.See file dsdata.txt to determine how the superseded data were derived.
 KU3107
 KU3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1798102444(NAD 83)
 KU3107_MARKER: 53 = ELEVATED TANK
 KU3107
 KU3107  HISTORY     - Date     Condition        Report By
 KU3107  HISTORY     - 1926     FIRST OBSERVED   CGS
 KU3107  HISTORY     - 1965     GOOD             CGS
 KU3107  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KU3107
 KU3107                          STATION DESCRIPTION
 KU3107
 KU3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CDM)
 KU3107'THE STATION IS THE CENTER AND THE HIGHEST POINT OF THE
 KU3107'LARGER OF TWO WATER TANKS LOCATED 73.6 METERS FROM THE
 KU3107'CENTER OF SEAMAN AVENUE AND 68.8 METERS FROM THE CENTER OF
 KU3107'VOSEAGE STREET IN BALDWIN, LONG ISLAND.  THE TANKS ARE THE
 KU3107'PROPERTY OF THE LONG ISLAND WATER WORKS, E OF VOSEAGE
 KU3107'STREET AND S OF SEAMAN AVENUE.
 KU3107
 KU3107                          STATION RECOVERY (1965)
 KU3107
 KU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3107'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 KU3107'DESCRIPTION IS ADEQUATE, EXCEPT FOR THE FOLLOWING--CHANGE--VOSEAGE
 KU3107'TO VOSHAGE.  THE TANK IS JUST NORTH OF SEAMAN
 KU3107'AVENUE, SILVER IN COLOR, SUPPORTED BY FOUR STEEL LEGS AND
 KU3107'APPROXIMATELY 155 FEET HIGH.  THE POINT INTERSECTED WAS
 KU3107'THE BALL AT THE APEX OF THE TANK.
 KU3107
 KU3107                          STATION RECOVERY (1983)
 KU3107
 KU3107'RECOVERY NOTE BY US POWER SQUADRON 1983 (RDH)
 KU3107'TANK NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3106 ***********************************************************************
 KU3106  DESIGNATION -  BALDWIN SMALLER TANK
 KU3106  PID         -  KU3106
 KU3106  STATE/COUNTY-  NY/NASSAU
 KU3106  USGS QUAD   -  FREEPORT (1979)
 KU3106
 KU3106                         *CURRENT SURVEY CONTROL
 KU3106  ___________________________________________________________________
 KU3106* NAD 83(1996)-  40 39 52.19703(N)    073 36 16.22005(W)     ADJUSTED  
 KU3106* NAVD 88     -                                                        
 KU3106  ___________________________________________________________________
 KU3106  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KU3106  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU3106
 KU3106  HORZ ORDER  -  THIRD
 KU3106
 KU3106.The horizontal coordinates were established by classical geodetic methods
 KU3106.and adjusted by the National Geodetic Survey in January 1999..
 KU3106
 KU3106
 KU3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3106
 KU3106.The geoid height was determined by GEOID03.
 KU3106
 KU3106;                    North         East     Units Scale Factor Converg.
 KU3106;SPC NY L     -    55,357.598   333,443.042   MT  1.00000012   +0 15 31.3
 KU3106;SPC NY L     -   181,619.05  1,093,971.05   sFT  1.00000012   +0 15 31.3
 KU3106;UTM  18      - 4,502,450.534   617,958.093   MT  0.99977126   +0 54 34.0
 KU3106
 KU3106                          SUPERSEDED SURVEY CONTROL
 KU3106
 KU3106  NAD 83(1996)-  40 39 52.20077(N)    073 36 16.21883(W) AD(       ) 4
 KU3106  NAD 83(1992)-  40 39 52.20085(N)    073 36 16.21879(W) AD(       ) 4
 KU3106  NAD 83(1986)-  40 39 52.20000(N)    073 36 16.21912(W) AD(       ) 4
 KU3106  NAD 27      -  40 39 51.88000(N)    073 36 17.79600(W) AD(       ) 3
 KU3106
 KU3106.Superseded values are not recommended for survey control.
 KU3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3106.See file dsdata.txt to determine how the superseded data were derived.
 KU3106
 KU3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1795802451(NAD 83)
 KU3106_MARKER: 51 = TANK
 KU3106
 KU3106  HISTORY     - Date     Condition        Report By
 KU3106  HISTORY     - 1926     FIRST OBSERVED   CGS
 KU3106  HISTORY     - 1947     GOOD             CGS
 KU3106  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KU3106
 KU3106                          STATION DESCRIPTION
 KU3106
 KU3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CDM)
 KU3106'THE STATION IS THE HIGHEST POINT AND THE CENTER OF THE
 KU3106'SMALLER OF TWO WATER TANKS LOCATED 82 METERS S OF THE
 KU3106'CENTER OF SEAMAN AVENUE, AND 46.5 METERS E OF THE CENTER
 KU3106'OF VOSEAGE STREET, BALDWIN, LONG ISLAND.  THE TANKS ARE
 KU3106'THE PROPERTY OF THE LONG ISLAND WATER WORKS.
 KU3106
 KU3106                          STATION RECOVERY (1947)
 KU3106
 KU3106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3106'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE,
 KU3106'EXCEPT FOR THE FOLLOWING--
 KU3106'
 KU3106'CHANGE VOSEAGE TO VOSHAGE.
 KU3106
 KU3106                          STATION RECOVERY (1983)
 KU3106
 KU3106'RECOVERY NOTE BY US POWER SQUADRON 1983 (RDH)
 KU3106'TANK NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3103 ***********************************************************************
 KU3103  DESIGNATION -  BALDWIN WHITE SPIRE
 KU3103  PID         -  KU3103
 KU3103  STATE/COUNTY-  NY/NASSAU
 KU3103  USGS QUAD   -  FREEPORT (1979)
 KU3103
 KU3103                         *CURRENT SURVEY CONTROL
 KU3103  ___________________________________________________________________
 KU3103* NAD 83(1996)-  40 39 04.23288(N)    073 36 35.23675(W)     ADJUSTED  
 KU3103* NAVD 88     -                                                        
 KU3103  ___________________________________________________________________
 KU3103  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 KU3103  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU3103
 KU3103  HORZ ORDER  -  THIRD
 KU3103
 KU3103.The horizontal coordinates were established by classical geodetic methods
 KU3103.and adjusted by the National Geodetic Survey in January 1999..
 KU3103
 KU3103
 KU3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3103
 KU3103.The geoid height was determined by GEOID03.
 KU3103
 KU3103;                    North         East     Units Scale Factor Converg.
 KU3103;SPC NY L     -    53,876.084   333,002.954   MT  1.00000090   +0 15 18.8
 KU3103;SPC NY L     -   176,758.45  1,092,527.19   sFT  1.00000090   +0 15 18.8
 KU3103;UTM  18      - 4,500,964.459   617,534.954   MT  0.99977004   +0 54 20.7
 KU3103
 KU3103                          SUPERSEDED SURVEY CONTROL
 KU3103
 KU3103  NAD 83(1996)-  40 39 04.23629(N)    073 36 35.23551(W) AD(       ) 4
 KU3103  NAD 83(1992)-  40 39 04.23634(N)    073 36 35.23549(W) AD(       ) 4
 KU3103  NAD 83(1986)-  40 39 04.23603(N)    073 36 35.23586(W) AD(       ) 4
 KU3103  NAD 27      -  40 39 03.88000(N)    073 36 36.79000(W) AD(       ) 3
 KU3103
 KU3103.Superseded values are not recommended for survey control.
 KU3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3103.See file dsdata.txt to determine how the superseded data were derived.
 KU3103
 KU3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1753500964(NAD 83)
 KU3103_MARKER: 90 = CHURCH SPIRE
 KU3103
 KU3103  HISTORY     - Date     Condition        Report By
 KU3103  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU3103  HISTORY     - 1947     GOOD             CGS
 KU3103
 KU3103                          STATION DESCRIPTION
 KU3103
 KU3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU3103'THE WHITE SPIRE OF THE BALDWIN METHODIST EPISCOPAL CHURCH, ON
 KU3103'THE N SIDE OF MERRICK ROAD, BETWEEN HARRISON AND PARK AVENUES.
 KU3103'
 KU3103'THE OCTAGONAL WOODEN SHINGLED SPIRE RISES FROM A SQUARE TOWER
 KU3103'IN THE FRONT CENTER OF THE WHITE WOODEN BUILDING AND IS
 KU3103'SURMOUNTED BY A WEATHER VANE.  HEIGHT APPROXIMATELY 100 FEET.
 KU3103
 KU3103                          STATION RECOVERY (1947)
 KU3103
 KU3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3103'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 KU3103'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1380 ***********************************************************************
 OF1380  DESIGNATION -  BALDWINSVILLE EAST STANDPIPE
 OF1380  PID         -  OF1380
 OF1380  STATE/COUNTY-  NY/ONONDAGA
 OF1380  USGS QUAD   -  BALDWINSVILLE (1978)
 OF1380
 OF1380                         *CURRENT SURVEY CONTROL
 OF1380  ___________________________________________________________________
 OF1380* NAD 83(1996)-  43 09 46.95992(N)    076 18 44.13979(W)     ADJUSTED  
 OF1380* NAVD 88     -                                                        
 OF1380  ___________________________________________________________________
 OF1380  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OF1380  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OF1380
 OF1380  HORZ ORDER  -  THIRD
 OF1380
 OF1380.The horizontal coordinates were established by classical geodetic methods
 OF1380.and adjusted by the National Geodetic Survey in January 1999..
 OF1380
 OF1380
 OF1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1380
 OF1380.The geoid height was determined by GEOID03.
 OF1380
 OF1380;                    North         East     Units Scale Factor Converg.
 OF1380;SPC NY C     -   351,317.879   272,043.590   MT  0.99994348   +0 11 07.6
 OF1380;SPC NY C     - 1,152,615.41    892,529.68   sFT  0.99994348   +0 11 07.6
 OF1380;UTM  18      - 4,779,756.628   393,322.398   MT  0.99973999   -0 53 52.0
 OF1380
 OF1380                          SUPERSEDED SURVEY CONTROL
 OF1380
 OF1380  NAD 83(1986)-  43 09 46.96561(N)    076 18 44.13670(W) AD(       ) 4
 OF1380  NAD 27      -  43 09 46.73000(N)    076 18 45.39000(W) AD(       ) 3
 OF1380
 OF1380.Superseded values are not recommended for survey control.
 OF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1380.See file dsdata.txt to determine how the superseded data were derived.
 OF1380
 OF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9332279757(NAD 83)
 OF1380
 OF1380  HISTORY     - Date     Condition        Report By
 OF1380  HISTORY     - 1942     MONUMENTED       CGS
 OF1380  HISTORY     - 1973     SEE DESCRIPTION  NYDT
 OF1380
 OF1380                          STATION DESCRIPTION
 OF1380
 OF1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1380'THIS INTERSECTION STATION IS THE LARGEST AND E ONE OF THE TWO
 OF1380'STANDPIPES OF THE TOWN WATER SUPPLY, LOCATED ABOUT 1.0 MILE E
 OF1380'OF THE TOWN, AND 0.1 MILE S OF STATE ROUTE 31, ON A ROUND TOP
 OF1380'HILL, AND ON PROPERTY OWNED BY THE TOWN OF BALDWINSVILLE.  IT IS
 OF1380'AN ALL STEEL STRUCTURE ABOUT 40 FEET HIGH, AND 60 FEET IN
 OF1380'DIAMETER.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.  POINT
 OF1380'OBSERVED UPON, THE FINIAL ON THE APEX OF THE ROOF.  LOCATED TO
 OF1380'TRIANGULATION STATION BALDWIN BY DISTANCE AND DIRECTION.
 OF1380
 OF1380                          STATION RECOVERY (1973)
 OF1380
 OF1380'RECOVERY NOTE BY NY DEPT OF TRANSP 1973
 OF1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1381 ***********************************************************************
 OF1381  DESIGNATION -  BALDWINSVILLE SM RED WATER TK
 OF1381  PID         -  OF1381
 OF1381  STATE/COUNTY-  NY/ONONDAGA
 OF1381  USGS QUAD   -  BALDWINSVILLE (1978)
 OF1381
 OF1381                         *CURRENT SURVEY CONTROL
 OF1381  ___________________________________________________________________
 OF1381* NAD 83(1996)-  43 09 35.07324(N)    076 19 51.53849(W)     ADJUSTED  
 OF1381* NAVD 88     -                                                        
 OF1381  ___________________________________________________________________
 OF1381  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 OF1381  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 OF1381
 OF1381  HORZ ORDER  -  THIRD
 OF1381
 OF1381.The horizontal coordinates were established by classical geodetic methods
 OF1381.and adjusted by the National Geodetic Survey in January 1999..
 OF1381
 OF1381
 OF1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1381
 OF1381.The geoid height was determined by GEOID03.
 OF1381
 OF1381;                    North         East     Units Scale Factor Converg.
 OF1381;SPC NY C     -   350,946.322   270,522.233   MT  0.99994268   +0 10 21.4
 OF1381;SPC NY C     - 1,151,396.39    887,538.36   sFT  0.99994268   +0 10 21.4
 OF1381;UTM  18      - 4,779,413.965   391,794.597   MT  0.99974403   -0 54 37.9
 OF1381
 OF1381                          SUPERSEDED SURVEY CONTROL
 OF1381
 OF1381  NAD 83(1986)-  43 09 35.07901(N)    076 19 51.53566(W) AD(       ) 4
 OF1381  NAD 27      -  43 09 34.84000(N)    076 19 52.79000(W) AD(       ) 3
 OF1381
 OF1381.Superseded values are not recommended for survey control.
 OF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1381.See file dsdata.txt to determine how the superseded data were derived.
 OF1381
 OF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9179579414(NAD 83)
 OF1381
 OF1381  HISTORY     - Date     Condition        Report By
 OF1381  HISTORY     - 1942     MONUMENTED       CGS
 OF1381
 OF1381                          STATION DESCRIPTION
 OF1381
 OF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1381'THIS INTERSECTION STATION IS THE SMALL WATER TANK, LOCATED
 OF1381'ABOUT 0.2 MILE N OF THE CENTER OF THE TOWN.  IT IS A SMALL RED
 OF1381'PAINTED WATER TANK ABOUT 100 FEET HIGH WITH THE LETTER M
 OF1381'PAINTED ON THE E AND W SIDES.  POINT OBSERVED UPON, THE FINIAL
 OF1381'ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1378 ***********************************************************************
 OF1378  DESIGNATION -  BALDWINSVILLE WEST STANDPIPE
 OF1378  PID         -  OF1378
 OF1378  STATE/COUNTY-  NY/ONONDAGA
 OF1378  USGS QUAD   -  BALDWINSVILLE (1978)
 OF1378
 OF1378                         *CURRENT SURVEY CONTROL
 OF1378  ___________________________________________________________________
 OF1378* NAD 83(1996)-  43 09 47.07286(N)    076 18 44.86016(W)     ADJUSTED  
 OF1378* NAVD 88     -                                                        
 OF1378  ___________________________________________________________________
 OF1378  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OF1378  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OF1378
 OF1378  HORZ ORDER  -  THIRD
 OF1378
 OF1378.The horizontal coordinates were established by classical geodetic methods
 OF1378.and adjusted by the National Geodetic Survey in January 1999..
 OF1378
 OF1378
 OF1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1378
 OF1378.The geoid height was determined by GEOID03.
 OF1378
 OF1378;                    North         East     Units Scale Factor Converg.
 OF1378;SPC NY C     -   351,321.311   272,027.306   MT  0.99994347   +0 11 07.1
 OF1378;SPC NY C     - 1,152,626.67    892,476.25   sFT  0.99994347   +0 11 07.1
 OF1378;UTM  18      - 4,779,760.366   393,306.186   MT  0.99974003   -0 53 52.5
 OF1378
 OF1378                          SUPERSEDED SURVEY CONTROL
 OF1378
 OF1378  NAD 83(1986)-  43 09 47.07848(N)    076 18 44.85724(W) AD(       ) 4
 OF1378  NAD 27      -  43 09 46.84000(N)    076 18 46.11000(W) AD(       ) 3
 OF1378
 OF1378.Superseded values are not recommended for survey control.
 OF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1378.See file dsdata.txt to determine how the superseded data were derived.
 OF1378
 OF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9330679760(NAD 83)
 OF1378
 OF1378  HISTORY     - Date     Condition        Report By
 OF1378  HISTORY     - 1942     MONUMENTED       CGS
 OF1378  HISTORY     - 1973     SEE DESCRIPTION  NYDT
 OF1378
 OF1378                          STATION DESCRIPTION
 OF1378
 OF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1378'THIS INTERSECTION STATION IS THE SMALLEST AND W ONE OF TWO
 OF1378'STANDPIPES OF THE TOWN WATER SUPPLY, LOCATED ABOUT 1.0 MILE E OF
 OF1378'THE TOWN, 0.1 MILE S OF STATE ROUTE 31, ON A ROUND TOP HILL, AND
 OF1378'ON PROPERTY OWNED BY THE TOWN OF BALDWINSVILLE.  IT IS AN ALL
 OF1378'STEEL STRUCTURE ABOUT 50 FEET HIGH, AND 40 FEET IN DIAMETER.  THE
 OF1378'ENTIRE STRUCTURE IS PAINTED ALUMINUM.  POINT OBSERVED UPON, THE
 OF1378'FINIAL ON THE APEX OF THE ROOF.  LOCATED TO TRIANGULATION
 OF1378'STATION BALDWIN BY DISTANCE AND DIRECTION.
 OF1378
 OF1378                          STATION RECOVERY (1973)
 OF1378
 OF1378'RECOVERY NOTE BY NY DEPT OF TRANSP 1973
 OF1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2316 ***********************************************************************
 MZ2316  DESIGNATION -  BALLARD
 MZ2316  PID         -  MZ2316
 MZ2316  STATE/COUNTY-  NY/SARATOGA
 MZ2316  USGS QUAD   -  TROY NORTH (1980)
 MZ2316
 MZ2316                         *CURRENT SURVEY CONTROL
 MZ2316  ___________________________________________________________________
 MZ2316* NAD 83(1996)-  42 50 21.16775(N)    073 40 47.11783(W)     ADJUSTED  
 MZ2316* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 MZ2316  ___________________________________________________________________
 MZ2316  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 MZ2316  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ2316
 MZ2316  HORZ ORDER  -  THIRD
 MZ2316
 MZ2316.The horizontal coordinates were established by classical geodetic methods
 MZ2316.and adjusted by the National Geodetic Survey in January 1999..
 MZ2316
 MZ2316.The orthometric height was scaled from a topographic map.
 MZ2316
 MZ2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2316
 MZ2316.The geoid height was determined by GEOID03.
 MZ2316
 MZ2316;                    North         East     Units Scale Factor Converg.
 MZ2316;SPC NY E     -   445,138.094   217,051.179   MT  0.99995529   +0 33 27.9
 MZ2316;SPC NY E     - 1,460,423.90    712,108.74   sFT  0.99995529   +0 33 27.9
 MZ2316;UTM  18      - 4,743,805.240   607,891.901   MT  0.99974321   +0 53 52.0
 MZ2316
 MZ2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2316!SPC NY E     -   0.99999630  x   0.99995529  =   0.99995159
 MZ2316!UTM  18      -   0.99999630  x   0.99974321  =   0.99973951
 MZ2316
 MZ2316:                Primary Azimuth Mark                     Grid Az
 MZ2316:SPC NY E     -  GOLDEN                                   020 52 04.5
 MZ2316:UTM  18      -  GOLDEN                                   020 31 40.4
 MZ2316
 MZ2316|---------------------------------------------------------------------|
 MZ2316| PID    Reference Object                     Distance      Geod. Az  |
 MZ2316|                                                           dddmmss.s |
 MZ2316| MZ2347 GOLDEN                              APPROX. 5.6 KM 0212532.4 |
 MZ2316|---------------------------------------------------------------------|
 MZ2316
 MZ2316                          SUPERSEDED SURVEY CONTROL
 MZ2316
 MZ2316  NAD 83(1996)-  42 50 21.17023(N)    073 40 47.11892(W) AD(       ) 3
 MZ2316  NAD 83(1996)-  42 50 21.17065(N)    073 40 47.11889(W) AD(       ) 3
 MZ2316  NAD 83(1992)-  42 50 21.17109(N)    073 40 47.11869(W) AD(       ) 3
 MZ2316  NAD 83(1992)-  42 50 21.17135(N)    073 40 47.11876(W) AD(       ) 3
 MZ2316  NAD 83(1986)-  42 50 21.17184(N)    073 40 47.11795(W) AD(       ) 3
 MZ2316  NAD 27      -  42 50 20.89439(N)    073 40 48.69800(W) AD(       ) 3
 MZ2316
 MZ2316.Superseded values are not recommended for survey control.
 MZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2316.See file dsdata.txt to determine how the superseded data were derived.
 MZ2316
 MZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0789243805(NAD 83)
 MZ2316_MARKER: U = CONCRETE POST
 MZ2316_SETTING: 0 = UNSPECIFIED SETTING
 MZ2316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2316
 MZ2316  HISTORY     - Date     Condition        Report By
 MZ2316  HISTORY     - 1915     MONUMENTED       USLS
 MZ2316  HISTORY     - 20030609 MARK NOT FOUND   USPSQD
 MZ2316  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MZ2316  HISTORY     - 20050609 MARK NOT FOUND   USPSQD
 MZ2316
 MZ2316                          STATION DESCRIPTION
 MZ2316
 MZ2316'DESCRIBED BY US LAKE SURVEY 1915
 MZ2316'STATION IS ON BALLARDS FARM, 3-1/2 MILES N OF WATERFORD, NEAR
 MZ2316'E EDGE OF BANK, ON THE S ONE OF THE 3 MAIN SPURS TOWARD THE
 MZ2316'E.  IT IS MARKED BY A CONCRETE MONUMENT, BOTTOM 3-1/2 FEET
 MZ2316'BELOW, TOP 10 INCHES BELOW SURFACE.
 MZ2316'
 MZ2316'ELEVATION 200 FEET.
 MZ2316
 MZ2316                          STATION RECOVERY (2003)
 MZ2316
 MZ2316'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2316'AREA OF MARK HAS BEEN USED AS A SAND OR GRAVEL PIT.  THE GPS LOCATION
 MZ2316'OF THE MARK IS THREE FOURTHS UP A WASHED OUT BANK THAT HAS ERODED OVER
 MZ2316'THE YEARS.
 MZ2316
 MZ2316                          STATION RECOVERY (2004)
 MZ2316
 MZ2316'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2316'MARK NOT FOUND.
 MZ2316
 MZ2316                          STATION RECOVERY (2005)
 MZ2316
 MZ2316'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2622 ***********************************************************************
 MZ2622  DESIGNATION -  BALLSTON MUN TANK
 MZ2622  PID         -  MZ2622
 MZ2622  STATE/COUNTY-  NY/SARATOGA
 MZ2622  USGS QUAD   -  BURNT HILLS (1980)
 MZ2622
 MZ2622                         *CURRENT SURVEY CONTROL
 MZ2622  ___________________________________________________________________
 MZ2622* NAD 83(1996)-  42 54 59.81961(N)    073 53 36.28064(W)     ADJUSTED  
 MZ2622* NAVD 88     -                                                        
 MZ2622  ___________________________________________________________________
 MZ2622  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MZ2622  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MZ2622
 MZ2622  HORZ ORDER  -  THIRD
 MZ2622
 MZ2622.The horizontal coordinates were established by classical geodetic methods
 MZ2622.and adjusted by the National Geodetic Survey in January 1999..
 MZ2622
 MZ2622
 MZ2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2622
 MZ2622.The geoid height was determined by GEOID03.
 MZ2622
 MZ2622;                    North         East     Units Scale Factor Converg.
 MZ2622;SPC NY E     -   453,588.154   199,523.778   MT  0.99993016   +0 24 47.0
 MZ2622;SPC NY E     - 1,488,147.14    654,604.26   sFT  0.99993016   +0 24 47.0
 MZ2622;UTM  18      - 4,752,149.215   590,318.510   MT  0.99970035   +0 45 12.8
 MZ2622
 MZ2622                          SUPERSEDED SURVEY CONTROL
 MZ2622
 MZ2622  NAD 83(1996)-  42 54 59.82312(N)    073 53 36.28127(W) AD(       ) 4
 MZ2622  NAD 83(1992)-  42 54 59.82371(N)    073 53 36.28119(W) AD(       ) 4
 MZ2622  NAD 83(1986)-  42 54 59.82393(N)    073 53 36.28059(W) AD(       ) 4
 MZ2622  NAD 27      -  42 54 59.55116(N)    073 53 37.83643(W) AD(       ) 3
 MZ2622
 MZ2622.Superseded values are not recommended for survey control.
 MZ2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2622.See file dsdata.txt to determine how the superseded data were derived.
 MZ2622
 MZ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9031952149(NAD 83)
 MZ2622_MARKER: 53 = ELEVATED TANK
 MZ2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2622+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 MZ2622
 MZ2622  HISTORY     - Date     Condition        Report By
 MZ2622  HISTORY     - 1973     FIRST OBSERVED   NGS
 MZ2622  HISTORY     - 1974     GOOD             NGS
 MZ2622  HISTORY     - 19950510 GOOD             USPSQD
 MZ2622  HISTORY     - 20020816 GOOD             USPSQD
 MZ2622  HISTORY     - 20030822 GOOD             USPSQD
 MZ2622  HISTORY     - 20040823 GOOD             USPSQD
 MZ2622  HISTORY     - 20050824 GOOD             USPSQD
 MZ2622
 MZ2622                          STATION DESCRIPTION
 MZ2622
 MZ2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2622'THE STATION, BALLSTON MUNICIPAL WATER TANK, IS THE CENTER OF
 MZ2622'THE TOP OF A 150 FEET HIGH WATER TANK THAT IS PAINTED
 MZ2622'BLUE-GREEN, WITH THE LETTERS TOWN OF BALLSTON PAINTED ON
 MZ2622'IT.  THE STRUCTURE IS OWNED BY THE TOWN OF BALLSTON AND HAS 6
 MZ2622'LEGS.
 MZ2622'
 MZ2622'TO REACH FROM THE POST OFFICE IN BURNT HILLS, GO NORTH ON
 MZ2622'STATE HIGHWAY 50 FOR 0.55 MILE TO THE STATION ON THE LEFT.
 MZ2622
 MZ2622                          STATION RECOVERY (1974)
 MZ2622
 MZ2622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 MZ2622'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MZ2622'
 MZ2622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2622'AT BALLSTON.
 MZ2622
 MZ2622                          STATION RECOVERY (1995)
 MZ2622
 MZ2622'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2622'RECOVERED IN GOOD CONDITION.
 MZ2622
 MZ2622                          STATION RECOVERY (2002)
 MZ2622
 MZ2622'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2622'OLD POST OFFICE CLOSED.  NEW ONE BUILT JUST NORTH OF TANK.
 MZ2622
 MZ2622                          STATION RECOVERY (2003)
 MZ2622
 MZ2622'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2622'RECOVERED IN GOOD CONDITION.
 MZ2622
 MZ2622                          STATION RECOVERY (2004)
 MZ2622
 MZ2622'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2622'RECOVERED IN GOOD CONDITION.
 MZ2622
 MZ2622                          STATION RECOVERY (2005)
 MZ2622
 MZ2622'RECOVERY NOTE BY US POWER SQUADRON 2005
 MZ2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1610 ***********************************************************************
 OD1610  DESIGNATION -  BALLSTON SPA SPIRE
 OD1610  PID         -  OD1610
 OD1610  STATE/COUNTY-  NY/SARATOGA
 OD1610  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1610
 OD1610                         *CURRENT SURVEY CONTROL
 OD1610  ___________________________________________________________________
 OD1610* NAD 83(1996)-  43 00 09.44682(N)    073 50 55.01602(W)     ADJUSTED  
 OD1610* NAVD 88     -                                                        
 OD1610  ___________________________________________________________________
 OD1610  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 OD1610  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 OD1610
 OD1610  HORZ ORDER  -  THIRD
 OD1610
 OD1610.The horizontal coordinates were established by classical geodetic methods
 OD1610.and adjusted by the National Geodetic Survey in January 1999..
 OD1610
 OD1610
 OD1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1610
 OD1610.The geoid height was determined by GEOID03.
 OD1610
 OD1610;                    North         East     Units Scale Factor Converg.
 OD1610;SPC NY E     -   463,169.331   203,107.028   MT  0.99993468   +0 26 39.4
 OD1610;SPC NY E     - 1,519,581.38    666,360.31   sFT  0.99993468   +0 26 39.4
 OD1610;UTM  18      - 4,761,749.345   593,843.905   MT  0.99970834   +0 47 07.2
 OD1610
 OD1610                          SUPERSEDED SURVEY CONTROL
 OD1610
 OD1610  NAD 83(1996)-  43 00 09.45109(N)    073 50 55.02017(W) AD(       ) 4
 OD1610  NAD 83(1996)-  43 00 09.44984(N)    073 50 55.01564(W) AD(       ) 4
 OD1610  NAD 83(1992)-  43 00 09.45285(N)    073 50 55.01797(W) AD(       ) 4
 OD1610  NAD 83(1992)-  43 00 09.45050(N)    073 50 55.01524(W) AD(       ) 4
 OD1610  NAD 83(1986)-  43 00 09.45100(N)    073 50 55.01547(W) AD(       ) 4
 OD1610  NAD 27      -  43 00 09.18606(N)    073 50 56.57014(W) AD(       ) 3
 OD1610
 OD1610.Superseded values are not recommended for survey control.
 OD1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1610.See file dsdata.txt to determine how the superseded data were derived.
 OD1610
 OD1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9384461749(NAD 83)
 OD1610_MARKER: 89 = SPIRE
 OD1610
 OD1610  HISTORY     - Date     Condition        Report By
 OD1610  HISTORY     - 1874     FIRST OBSERVED   CGS
 OD1610  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 OD1610
 OD1610                          STATION DESCRIPTION
 OD1610
 OD1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (RDC)
 OD1610'BALLSTON SPA SPIRE IS IN MELTON TOWNSHIP, SARATOGA COUNTY AND
 OD1610'THE CHURCH IS SITUATED IN THE SOUTHERN PORTION OF THE VILLAGE,
 OD1610'AS SEEN FROM MT. RAFINESQUE.  PART OF THE TURRET OR TOWER, AND
 OD1610'THE LITTLE WHITE SPIRE JUST EMERGE ABOVE THE TREES.
 OD1610'
 OD1610'DISTANCE IS ABOUT 20 MILES.
 OD1610'
 OD1610'SEPT. 14, 1875 - READILY RECOGNIZED FROM GREENWICH HILL.
 OD1610
 OD1610                          STATION RECOVERY (1998)
 OD1610
 OD1610'RECOVERY NOTE BY US POWER SQUADRON 1998
 OD1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2011 ***********************************************************************
 PH2011  DESIGNATION -  BALMAT TANK
 PH2011  PID         -  PH2011
 PH2011  STATE/COUNTY-  NY/ST LAWRENCE
 PH2011  USGS QUAD   -  GOUVERNEUR (1982)
 PH2011
 PH2011                         *CURRENT SURVEY CONTROL
 PH2011  ___________________________________________________________________
 PH2011* NAD 83(1996)-  44 15 18.06768(N)    075 24 00.53490(W)     ADJUSTED  
 PH2011* NAVD 88     -                                                        
 PH2011  ___________________________________________________________________
 PH2011  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 PH2011  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 PH2011
 PH2011  HORZ ORDER  -  THIRD
 PH2011
 PH2011.The horizontal coordinates were established by classical geodetic methods
 PH2011.and adjusted by the National Geodetic Survey in January 1999..
 PH2011
 PH2011
 PH2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2011
 PH2011.The geoid height was determined by GEOID03.
 PH2011
 PH2011;                    North         East     Units Scale Factor Converg.
 PH2011;SPC NY E     -   602,490.883    78,119.575   MT  0.99996352   -0 37 41.5
 PH2011;SPC NY E     - 1,976,672.17    256,297.31   sFT  0.99996352   -0 37 41.5
 PH2011;UTM  18      - 4,900,275.695   468,056.169   MT  0.99961255   -0 16 45.3
 PH2011
 PH2011                          SUPERSEDED SURVEY CONTROL
 PH2011
 PH2011  NAD 83(1986)-  44 15 18.07499(N)    075 24 00.53540(W) AD(       ) 4
 PH2011  NAD 27      -  44 15 17.84700(N)    075 24 01.76600(W) AD(       ) 3
 PH2011
 PH2011.Superseded values are not recommended for survey control.
 PH2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2011.See file dsdata.txt to determine how the superseded data were derived.
 PH2011
 PH2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6805600276(NAD 83)
 PH2011
 PH2011  HISTORY     - Date     Condition        Report By
 PH2011  HISTORY     - 1942     MONUMENTED       CGS
 PH2011
 PH2011                          STATION DESCRIPTION
 PH2011
 PH2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2011'THIS STATION IS THE TANK OF THE ST. JOSEPH LEAD CO.  THE TANK
 PH2011'IS ABOUT 0.5 MILE N OF BALMAT SCHOOL ON TOP OF HILL W OF STATE
 PH2011'ROUTE NO. 58.  IT IS A STRUCTURAL STEEL TANK, ABOUT 82 FEET HIGH,
 PH2011'SUPPORTED ON FOUR LEGS.  THE POINT LOCATED IS THE BALL AT THE
 PH2011'APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2448 ***********************************************************************
 LY2448  DESIGNATION -  BALMVILLE HSE OF PHIL WINDMILL
 LY2448  PID         -  LY2448
 LY2448  STATE/COUNTY-  NY/ORANGE
 LY2448  USGS QUAD   -  NEWBURGH (1957)
 LY2448
 LY2448                         *CURRENT SURVEY CONTROL
 LY2448  ___________________________________________________________________
 LY2448* NAD 83(1996)-  41 32 17.37843(N)    074 00 08.08475(W)     ADJUSTED  
 LY2448* NAVD 88     -                                                        
 LY2448  ___________________________________________________________________
 LY2448  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 LY2448  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LY2448
 LY2448  HORZ ORDER  -  THIRD
 LY2448
 LY2448.The horizontal coordinates were established by classical geodetic methods
 LY2448.and adjusted by the National Geodetic Survey in January 1999..
 LY2448
 LY2448
 LY2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2448
 LY2448.The geoid height was determined by GEOID03.
 LY2448
 LY2448;                    North         East     Units Scale Factor Converg.
 LY2448;SPC NY E     -   300,428.866   191,532.075   MT  0.99992122   +0 19 48.3
 LY2448;SPC NY E     -   985,657.04    628,384.82   sFT  0.99992122   +0 19 48.3
 LY2448;UTM  18      - 4,598,981.365   583,226.944   MT  0.99968524   +0 39 42.0
 LY2448
 LY2448                          SUPERSEDED SURVEY CONTROL
 LY2448
 LY2448  NAD 83(1986)-  41 32 17.38054(N)    074 00 08.08701(W) AD(       ) 4
 LY2448  NAD 27      -  41 32 17.04900(N)    074 00 09.58500(W) AD(       ) 3
 LY2448
 LY2448.Superseded values are not recommended for survey control.
 LY2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2448.See file dsdata.txt to determine how the superseded data were derived.
 LY2448
 LY2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8322798981(NAD 83)
 LY2448_MARKER: 66 = WINDMILL
 LY2448
 LY2448  HISTORY     - Date     Condition        Report By
 LY2448  HISTORY     - 1933     FIRST OBSERVED   CGS
 LY2448  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY2448
 LY2448                          STATION DESCRIPTION
 LY2448
 LY2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2448'THIS STATION IS A WINDMILL LOCATED ON PROPERTY OWNED BY OBLATE
 LY2448'HOUSE OF PHILOSOPHY ABOUT 2 MILES N OF NEWBURGH, NEW YORK ON
 LY2448'THE HUDSON RIVER.  IT IS JUST N OF A WATER TANK.  BOTH THE
 LY2448'WATER TANK AND TOWER SUPPORTING WINDMILL ARE COVERED WITH
 LY2448'BROWN SHINGLES.
 LY2448'
 LY2448'HEIGHT OF SIGNAL ABOVE STATION MARK - 10 METERS.
 LY2448
 LY2448                          STATION RECOVERY (1984)
 LY2448
 LY2448'RECOVERY NOTE BY US POWER SQUADRON 1984 (GPS)
 LY2448'STATION FOUND DESTROYED.
 LY2448'
 LY2448'BUILDING AND WINDMILL BURNED TO GROUND SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2072 ***********************************************************************
 NA2072  DESIGNATION -  BALSAM
 NA2072  PID         -  NA2072
 NA2072  STATE/COUNTY-  NY/ULSTER
 NA2072  USGS QUAD   -  SEAGER (1981)
 NA2072
 NA2072                         *CURRENT SURVEY CONTROL
 NA2072  ___________________________________________________________________
 NA2072* NAD 83(1996)-  42 02 44.72834(N)    074 35 40.46168(W)     ADJUSTED  
 NA2072* NAVD 88     -      1137.     (meters)    3730.     (feet)  SCALED    
 NA2072  ___________________________________________________________________
 NA2072  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NA2072  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 NA2072
 NA2072  HORZ ORDER  -  FIRST
 NA2072
 NA2072.The horizontal coordinates were established by classical geodetic methods
 NA2072.and adjusted by the National Geodetic Survey in January 1999..
 NA2072
 NA2072.The orthometric height was scaled from a topographic map.
 NA2072
 NA2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2072
 NA2072.The geoid height was determined by GEOID03.
 NA2072
 NA2072;                    North         East     Units Scale Factor Converg.
 NA2072;SPC NY E     -   356,686.363   142,170.979   MT  0.99990075   -0 03 48.0
 NA2072;SPC NY E     - 1,170,228.51    466,439.29   sFT  0.99990075   -0 03 48.0
 NA2072;UTM  18      - 4,654,936.192   533,552.489   MT  0.99961385   +0 16 17.5
 NA2072
 NA2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2072!SPC NY E     -   0.99982637  x   0.99990075  =   0.99972714
 NA2072!UTM  18      -   0.99982637  x   0.99961385  =   0.99944029
 NA2072
 NA2072:                Primary Azimuth Mark                     Grid Az
 NA2072:SPC NY E     -  SLIDE MOUNTAIN FIRE TOWER                106 40 38.7
 NA2072:UTM  18      -  SLIDE MOUNTAIN FIRE TOWER                106 20 33.2
 NA2072
 NA2072|---------------------------------------------------------------------|
 NA2072| PID    Reference Object                     Distance      Geod. Az  |
 NA2072|                                                           dddmmss.s |
 NA2072| LY2489 SLIDE MOUNTAIN FIRE TOWER           APPROX.18.0 KM 1063650.7 |
 NA2072| CZ7448 BALSAM RM 1                          16.383 METERS 16226     |
 NA2072| NA2071 BALSAM LAKE MOUNTAIN FIRE TWR        23.039 METERS 20832     |
 NA2072| CZ7449 BALSAM RM 2                          17.770 METERS 23803     |
 NA2072| NA2074 CLOSE                               APPROX.11.7 KM 2912354.5 |
 NA2072|---------------------------------------------------------------------|
 NA2072
 NA2072                          SUPERSEDED SURVEY CONTROL
 NA2072
 NA2072  NAD 83(1986)-  42 02 44.73145(N)    074 35 40.46342(W) AD(       ) 1
 NA2072  NAD 27      -  42 02 44.40600(N)    074 35 41.91100(W) AD(       ) 1
 NA2072
 NA2072.Superseded values are not recommended for survey control.
 NA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2072.See file dsdata.txt to determine how the superseded data were derived.
 NA2072
 NA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM3355254936(NAD 83)
 NA2072_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2072_SETTING: 80 = SET IN A BOULDER
 NA2072_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NA2072
 NA2072  HISTORY     - Date     Condition        Report By
 NA2072  HISTORY     - 1940     MONUMENTED       CGS
 NA2072  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2072
 NA2072                          STATION DESCRIPTION
 NA2072
 NA2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2072'STATION IS SET IN THE TOP OF A LARGE BOULDER ON THE TOP OF BALSAM
 NA2072'LAKE MOUNTAIN ABOUT 50 FEET NE OF THE LOOKOUT TOWER.  IT IS ABOUT
 NA2072'7-1/2 MILES SE OF MARGARETVILLE AND 8 MILES SSW OF FLEISHMANNS.
 NA2072'
 NA2072'STATION MARK IS SET IN THE TOP OF A 2- BY 4- FOOT ROCK OUTCROP
 NA2072'OR BOULDER THAT PROTRUDES ABOUT 18 INCHES ABOVE THE GROUND.
 NA2072'
 NA2072'REFERENCE MARK NO.1 IS 53.770 FEET S OF THE STATION IN THE TOP
 NA2072'OF A 3- BY 3 1/2-FOOT ROCK OUTCROP OR BOULDER THAT PROTRUDES
 NA2072'ABOUT 1 FOOT.
 NA2072'
 NA2072'REFERENCE MARK NO.2, A BRONZE DISK, IS SW OF STATION IN THE TOP OF
 NA2072'A 5- BY 3-FOOT BOULDER OR ROCK OUTCROP THAT PROTRUDES ABOUT 1
 NA2072'FOOT.  IT IS 6 PACES NNW OF THE NW LEG OF THE LOOKOUT TOWER.  MARK
 NA2072'COULD NOT BE MEASURED DIRECT, DISTANCE IS COMPUTED HORIZONTAL
 NA2072'DISTANCE.
 NA2072'
 NA2072'ALL MARKS ARE COAST AND GEODETIC SURVEY BRONZE DISKS AND ARE
 NA2072'STAMPED BALSAM 1940.
 NA2072'
 NA2072'ROCK CAIRNS WERE BUILT OVER THE STATION AND REFERENCE MARKS.
 NA2072'
 NA2072'*TO REACH FROM ARKVILLE, GO W FROM THE RAILROAD CROSSING ON STATE
 NA2072'ROUTE 28 FOR 0.2 MILE TO MACADAM ROAD JUST AFTER CROSSING
 NA2072'BRIDGE, TURN LEFT AND GO 5.7 MILES TO SIDE ROAD RIGHT AND SIGN
 NA2072'(MILLBROOK AND FOX RANCH) THENCE TURN RIGHT AND GO 2.0 MILES
 NA2072'TO SADDLE AND SIGN BALSAM SPRING MTN. 3.0 MILE THENCE TURN LEFT
 NA2072'AND FOLLOW ROUGH TRAIL ROAD 2.2 MILES TO FORK AND SECOND SIGN
 NA2072'POINTING TOWARD LOOKOUT.  THIS WAS THE END OF TRUCK TRAVEL, A
 NA2072'ROAD MAY BE BUILT TO THE TOP.  FROM HERE PACK UP WELL-BLAZED
 NA2072'OPEN TRAIL ALONG TELEPHONE LINES TO TOP AND STATION.
 NA2072'
 NA2072'STATION AND REFERENCE MARKS ARE BRONZE DISKS, AS DESCRIBED IN
 NA2072'NOTES 4 AND 12C.
 NA2072'
 NA2072'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 NA2072
 NA2072                          STATION RECOVERY (1942)
 NA2072
 NA2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2072'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 NA2072'GOOD CONDITION.  DIFFERENCES WERE NOTED IN THE DISTANCES TO THE
 NA2072'REFERENCE MARKS.  REFERENCE MARK NO.1 IS 16.383 METERS
 NA2072'INSTEAD OF 16.390 METERS AND REFERENCE MARK NO.2 IS 17.770 METERS
 NA2072'(TAPED HORIZONTAL DISTANCE) INSTEAD OF 17.572 METERS AS LISTED IN
 NA2072'THE ORIGINAL DESCRIPTION.  THE DESCRIPTION FOLLOWS--
 NA2072'
 NA2072'THE STATION (NOTE 4) IS ON THE SUMMIT OF BALSAM LAKE
 NA2072'MOUNTAIN ABOUT 8 MILES S OF ARKVILLE.  IT IS SET FLUSH IN THE
 NA2072'TOP OF A BOULDER, 2 FEET BY 4 FEET AND PROTRUDING 18 INCHES.  32
 NA2072'FEET NW OF THE NW CORNER OF A TOOL SHED AND ABOUT 50 FEET NE OF
 NA2072'THE BALSAM LAKE MOUNTAIN LOOKOUT TOWER.  IT IS STAMPED BALSAM
 NA2072'1940.
 NA2072'
 NA2072'REFERENCE MARK NO.1 (BOTE 12C) IS SE OF THE STATION, SET FLUSH
 NA2072'IN A 3- BY 3-FOOT BOULDER PROTRUDING 1 FOOT.  11 FEET S OF THE SW
 NA2072'CORNER OF THE TOOL SHED AND IS STAMPED BALSAM NO.1 1940.
 NA2072'
 NA2072'REFERENCE MARK NO.2 (NOTE 12C) IS SW OF THE STATION, SET FLUSH
 NA2072'IN THE TOP OF A 3- BY 5-FOOT BOULDER PROTRUDING 1 FOOT, 25 FEET N
 NA2072'OF THE NW LEG OF THE LOOKOUT TOWER AND IS STAMPED BALSAM NO.2 1940.
 NA2072'
 NA2072'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ARKVILLE, GO
 NA2072'W ON STATE HIGHWAY 28 FOR 0.2 MILE.  TURN LEFT AFTER CROSSING
 NA2072'BRIDGE AND GO 6.1 MILES.  HERE TURN RIGHT ON A GRAVEL ROAD AT
 NA2072'SIGNS MILLBROOK AND FOX RANCH AND GO 2.2 MILES.  TURN LEFT AS PER
 NA2072'SIGN BALSAM LAKE MTN. 3.0 MILES AND GO 2.45 MILES TO A Y
 NA2072'AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW TRAIL TO RIGHT AS PER
 NA2072'BALSAM LAKE OBSERVATORY FOR 30 MINUTES TO TOP OF MOUNTAIN
 NA2072'LOOKOUT TOWER AND STATION.
 NA2072'
 NA2072'A 37-FOOT TOWER WILL SEE A 24-FOOT LIGHT AT SLIDE 1940.
 NA2072'
 NA2072'A 37-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT ANDES
 NA2072'U.S.G.S. 1940-1942.
 NA2072'
 NA2072'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT CLOSE AND BELLAYR.
 NA2072'
 NA2072'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT EIGNOR 1940.
 NA2072'
 NA2072'A 50-FOOT TOWER IS NEEDED TO SEE AND 87-FOOT LIGHT AT HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1869 ***********************************************************************
 OF1869  DESIGNATION -  BALSAM 1925
 OF1869  PID         -  OF1869
 OF1869  STATE/COUNTY-  NY/MONROE
 OF1869  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1869
 OF1869                         *CURRENT SURVEY CONTROL
 OF1869  ___________________________________________________________________
 OF1869* NAD 83(1996)-  43 09 04.37967(N)    077 33 08.16019(W)     ADJUSTED  
 OF1869* NAVD 88     -       133.04   (+/-2cm)     436.5    (feet)  VERTCON   
 OF1869  ___________________________________________________________________
 OF1869  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OF1869  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OF1869
 OF1869  HORZ ORDER  -  SECOND
 OF1869  VERT ORDER  -  THIRD ? (See Below)
 OF1869
 OF1869.The horizontal coordinates were established by classical geodetic methods
 OF1869.and adjusted by the National Geodetic Survey in January 1999..
 OF1869
 OF1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1869.The vertical order pertains to the NGVD 29 superseded value.
 OF1869
 OF1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1869
 OF1869.The geoid height was determined by GEOID03.
 OF1869
 OF1869;                    North         East     Units Scale Factor Converg.
 OF1869;SPC NY W     -   350,484.369   433,862.761   MT  1.00002399   +0 42 18.8
 OF1869;SPC NY W     - 1,149,880.80  1,423,431.41   sFT  1.00002399   +0 42 18.8
 OF1869;UTM  18      - 4,780,769.652   292,475.288   MT  1.00012982   -1 44 46.3
 OF1869
 OF1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1869!SPC NY W     -   0.99998472  x   1.00002399  =   1.00000870
 OF1869!UTM  18      -   0.99998472  x   1.00012982  =   1.00011453
 OF1869
 OF1869                          SUPERSEDED SURVEY CONTROL
 OF1869
 OF1869  NAD 83(1986)-  43 09 04.38823(N)    077 33 08.15988(W) AD(       ) 2
 OF1869  NAD 27      -  43 09 04.16500(N)    077 33 09.16700(W) AD(       ) 2
 OF1869  NGVD 29 (07/19/86)  133.23   (m)          437.1    (f) LEVELING    3  
 OF1869
 OF1869.Superseded values are not recommended for survey control.
 OF1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1869.See file dsdata.txt to determine how the superseded data were derived.
 OF1869
 OF1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9247580770(NAD 83)
 OF1869
 OF1869  HISTORY     - Date     Condition        Report By
 OF1869  HISTORY     - 1925     MONUMENTED       CGS
 OF1869  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1869  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OF1869  HISTORY     - 19950415 GOOD             USPSQD
 OF1869  HISTORY     - 20020120 GOOD             USPSQD
 OF1869
 OF1869                          STATION DESCRIPTION
 OF1869
 OF1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1869'IN ROCHESTER, IN THE LAWN OF THE HOUSE NO.295, ON THE WEST
 OF1869'SIDE OF WINTON ROAD NORTH, NEARLY OPPOSITE THE INTERSECTION
 OF1869'OF BALSAM STREET, 0.26 METER WEST OF THE WEST EDGE OF THE
 OF1869'WEST SIDEWALK OF WINTON ROAD NORTH, 7.86 METERS EAST OF THE
 OF1869'SOUTHEAST CORNER OF THE PORCH OF THE HOUSE, 3.50 METERS SOUTH
 OF1869'OF THE SOUTH EDGE OF THE WALK LEADING TO THE PORCH, AND 9.51
 OF1869'METERS NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF THE HOUSE
 OF1869'AT NO.289 WINTON ROAD NORTH.  STATION IS SET AS DESCRIBED
 OF1869'IN NOTE A.  THE MARK HAS NO COVER AND IS LEVEL WITH THE
 OF1869'SIDEWALK.
 OF1869
 OF1869                          STATION RECOVERY (1977)
 OF1869
 OF1869'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1869'BALSAM FOUND IN GOOD CONDITION.
 OF1869
 OF1869                          STATION RECOVERY (1983)
 OF1869
 OF1869'RECOVERY NOTE BY US POWER SQUADRON 1983 (WAT)
 OF1869'BALSAM NOT RECOVERED - BELIEVED PAVED OVER - SOME CONSTRUCTION IN
 OF1869'AREA SINCE LAST RECOVERED HOUSE AT 289 WINTON RD N. NO LONGER THERE.
 OF1869
 OF1869                          STATION RECOVERY (1995)
 OF1869
 OF1869'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1869'RECOVERED IN GOOD CONDITION.
 OF1869
 OF1869                          STATION RECOVERY (2002)
 OF1869
 OF1869'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2071 ***********************************************************************
 NA2071  DESIGNATION -  BALSAM LAKE MOUNTAIN FIRE TWR
 NA2071  PID         -  NA2071
 NA2071  STATE/COUNTY-  NY/ULSTER
 NA2071  USGS QUAD   -  SEAGER (1981)
 NA2071
 NA2071                         *CURRENT SURVEY CONTROL
 NA2071  ___________________________________________________________________
 NA2071* NAD 83(1996)-  42 02 44.07230(N)    074 35 40.94015(W)     ADJUSTED  
 NA2071* NAVD 88     -                                                        
 NA2071  ___________________________________________________________________
 NA2071  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 NA2071  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 NA2071
 NA2071  HORZ ORDER  -  THIRD
 NA2071
 NA2071.The horizontal coordinates were established by classical geodetic methods
 NA2071.and adjusted by the National Geodetic Survey in January 1999..
 NA2071
 NA2071
 NA2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2071
 NA2071.The geoid height was determined by GEOID03.
 NA2071
 NA2071;                    North         East     Units Scale Factor Converg.
 NA2071;SPC NY E     -   356,666.136   142,159.954   MT  0.99990076   -0 03 48.3
 NA2071;SPC NY E     - 1,170,162.15    466,403.12   sFT  0.99990076   -0 03 48.3
 NA2071;UTM  18      - 4,654,915.907   533,541.586   MT  0.99961384   +0 16 17.2
 NA2071
 NA2071                          SUPERSEDED SURVEY CONTROL
 NA2071
 NA2071  NAD 83(1986)-  42 02 44.07472(N)    074 35 40.94150(W) AD(       ) 4
 NA2071  NAD 27      -  42 02 43.74500(N)    074 35 42.39300(W) AD(       ) 3
 NA2071
 NA2071.Superseded values are not recommended for survey control.
 NA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2071.See file dsdata.txt to determine how the superseded data were derived.
 NA2071
 NA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM3354254916(NAD 83)
 NA2071
 NA2071  HISTORY     - Date     Condition        Report By
 NA2071  HISTORY     - 1940     MONUMENTED       CGS
 NA2071
 NA2071                          STATION DESCRIPTION
 NA2071
 NA2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2071'A NEW YORK CONSERVATION DEPARTMENT FIRE TOWER LOCATED ON THE TOP
 NA2071'OF BALSAM LAKE MOUNTAIN, ABOUT 23 METERS SOUTH OF TRIANGULATION
 NA2071'STATION BALSAM.  IT IS IN HARDINBURG TOWNSHIP ABOUT 7-1/2 MILES
 NA2071'SOUTHEAST OF MARGARETVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5608 ***********************************************************************
 LX5608  DESIGNATION -  BAN
 LX5608  PID         -  LX5608
 LX5608  STATE/COUNTY-  NY/SUFFOLK
 LX5608  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5608
 LX5608                         *CURRENT SURVEY CONTROL
 LX5608  ___________________________________________________________________
 LX5608* NAD 83(1996)-  41 03 08.24470(N)    072 05 49.94395(W)     ADJUSTED  
 LX5608* NAVD 88     -                                                        
 LX5608  ___________________________________________________________________
 LX5608  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LX5608  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX5608
 LX5608  HORZ ORDER  -  THIRD
 LX5608
 LX5608.The horizontal coordinates were established by classical geodetic methods
 LX5608.and adjusted by the National Geodetic Survey in January 1999..
 LX5608
 LX5608
 LX5608.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5608
 LX5608.The geoid height was determined by GEOID03.
 LX5608
 LX5608;                    North         East     Units Scale Factor Converg.
 LX5608;SPC NY L     -   100,083.934   459,952.880   MT  1.00000111   +1 14 40.5
 LX5608;SPC NY L     -   328,358.71  1,509,028.74   sFT  1.00000111   +1 14 40.5
 LX5608;UTM  18      - 4,548,622.154   743,950.852   MT  1.00033252   +1 54 26.4
 LX5608
 LX5608                          SUPERSEDED SURVEY CONTROL
 LX5608
 LX5608  NAD 83(1996)-  41 03 08.24475(N)    072 05 49.94404(W) AD(       ) 4
 LX5608  NAD 83(1992)-  41 03 08.24308(N)    072 05 49.94328(W) AD(       ) 4
 LX5608  NAD 83(1986)-  41 03 08.24481(N)    072 05 49.95012(W) AD(       ) 4
 LX5608  NAD 27      -  41 03 07.87600(N)    072 05 51.67100(W) AD(       ) 3
 LX5608
 LX5608.Superseded values are not recommended for survey control.
 LX5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5608.See file dsdata.txt to determine how the superseded data were derived.
 LX5608
 LX5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4395148622(NAD 83)
 LX5608_MARKER: 61 = POLE
 LX5608
 LX5608  HISTORY     - Date     Condition        Report By
 LX5608  HISTORY     - 1928     FIRST OBSERVED   CGS
 LX5608
 LX5608                          STATION DESCRIPTION
 LX5608
 LX5608'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LX5608'THIS STATION IS A POLE ON THE SOUTHERN TIP OF GARDINERS ISLAND.  ON
 LX5608'THE SAND FLAT AND COULD NOT BE PERMANENTLY MARKED.  IT WAS LOCATED
 LX5608'FOR TOPOGRAPHIC USE, AND IS CLOSE TO TRIANGULATION STATION
 LX5608'POINT, WHICH IS MARKED.  INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0612 ***********************************************************************
 PH0612  DESIGNATION -  BANK
 PH0612  PID         -  PH0612
 PH0612  STATE/COUNTY-  NY/ST LAWRENCE
 PH0612  USGS QUAD   -  CORNWALL WEST (1964)
 PH0612
 PH0612                         *CURRENT SURVEY CONTROL
 PH0612  ___________________________________________________________________
 PH0612* NAD 83(1986)-  45 00 07.     (N)    074 48 57.     (W)     SCALED    
 PH0612* NAVD 88     -        73.691  (meters)     241.77   (feet)  ADJUSTED  
 PH0612  ___________________________________________________________________
 PH0612  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 PH0612  DYNAMIC HT  -          73.689 (meters)     241.76  (feet)  COMP
 PH0612  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 PH0612
 PH0612  VERT ORDER  -  FIRST     CLASS 0
 PH0612
 PH0612.The horizontal coordinates were scaled from a topographic map and have
 PH0612.an estimated accuracy of +/- 6 seconds.
 PH0612
 PH0612.The orthometric height was determined by differential leveling
 PH0612.and adjusted by the National Geodetic Survey in June 1991..
 PH0612
 PH0612.The geoid height was determined by GEOID03.
 PH0612
 PH0612.The dynamic height is computed by dividing the NAVD 88
 PH0612.geopotential number by the normal gravity value computed on the
 PH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0612.degrees latitude (g = 980.6199 gals.).
 PH0612
 PH0612.The modeled gravity was interpolated from observed gravity values.
 PH0612
 PH0612;                    North         East    Units  Estimated Accuracy
 PH0612;SPC NY E     -   685,140.      125,100.      MT  (+/- 180 meters Scaled)
 PH0612
 PH0612                          SUPERSEDED SURVEY CONTROL
 PH0612
 PH0612  NGVD 29 (??/??/92)   73.81   (m)          242.2    (f) COMPUTED    1 0
 PH0612
 PH0612.Superseded values are not recommended for survey control.
 PH0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0612.See file dsdata.txt to determine how the superseded data were derived.
 PH0612
 PH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ145831(NAD 83)
 PH0612_MARKER: Z = SEE DESCRIPTION
 PH0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0612_SP_SET: ROD
 PH0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0612
 PH0612  HISTORY     - Date     Condition        Report By
 PH0612  HISTORY     - UNK      MONUMENTED       USLS
 PH0612  HISTORY     - 1969     GOOD             USLS
 PH0612
 PH0612                          STATION DESCRIPTION
 PH0612
 PH0612'DESCRIBED BY US LAKE SURVEY 1969
 PH0612'0.9 MI W FROM BARNHART ISLAND.
 PH0612'IS IN ST. LAWRENCE COUNTY, NEW YORK, 0.9 MILE WESTERLY FROM BARNHART
 PH0612'ISLAND END OF THE POWER DAM, ON SOUTHERLY SIDE OF BLACK TOP ROAD
 PH0612'LEADING TO DAM, 196 FEET NORTHWESTERLY FROM B.M. STONE, 76.5 FEET
 PH0612'SOUTH OF CENTERLINE OF ROAD, ON TOP OF ROAD CUT, 70.7 FEET NORTH OF
 PH0612'TRIANGULAR BLAZED 10-INCH ELM, 48 FEET SOUTHWESTERLY FROM END OF OLD
 PH0612'STONE FENCE, AND 100 FEET NORTHWESTERLY FROM 18-INCH TWIN ELM, ABOUT
 PH0612'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH
 PH0612'DIAMETER IRON ROD, 6 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4172 ***********************************************************************
 LX4172  DESIGNATION -  BANK
 LX4172  PID         -  LX4172
 LX4172  STATE/COUNTY-  NY/ROCKLAND
 LX4172  USGS QUAD   -  NYACK (1979)
 LX4172
 LX4172                         *CURRENT SURVEY CONTROL
 LX4172  ___________________________________________________________________
 LX4172* NAD 83(1996)-  41 06 16.07916(N)    073 54 53.23057(W)     ADJUSTED  
 LX4172* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4172  ___________________________________________________________________
 LX4172  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 LX4172  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LX4172
 LX4172  HORZ ORDER  -  THIRD
 LX4172
 LX4172.The horizontal coordinates were established by classical geodetic methods
 LX4172.and adjusted by the National Geodetic Survey in January 1999..
 LX4172
 LX4172.The orthometric height was scaled from a topographic map.
 LX4172
 LX4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4172
 LX4172.The geoid height was determined by GEOID03.
 LX4172
 LX4172;                    North         East     Units Scale Factor Converg.
 LX4172;SPC NY E     -   252,312.954   199,154.445   MT  0.99992973   +0 23 05.1
 LX4172;SPC NY E     -   827,796.75    653,392.54   sFT  0.99992973   +0 23 05.1
 LX4172;UTM  18      - 4,550,921.318   591,124.631   MT  0.99970220   +0 42 48.6
 LX4172
 LX4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4172!SPC NY E     -   1.00000448  x   0.99992973  =   0.99993421
 LX4172!UTM  18      -   1.00000448  x   0.99970220  =   0.99970668
 LX4172
 LX4172:                Primary Azimuth Mark                     Grid Az
 LX4172:SPC NY E     -  OSSINING SING SING BIG STK               034 38 34.0
 LX4172:UTM  18      -  OSSINING SING SING BIG STK               034 18 50.5
 LX4172
 LX4172|---------------------------------------------------------------------|
 LX4172| PID    Reference Object                     Distance      Geod. Az  |
 LX4172|                                                           dddmmss.s |
 LX4172| LX4028 OSSINING SING SING BIG STK          APPROX. 6.6 KM 0350139.1 |
 LX4172| LX4019 OSSINING SING SING PRISON N TK      APPROX. 6.7 KM 0373905.6 |
 LX4172| LX4017 OSSINING SING SING PRISON S TK      APPROX. 6.7 KM 0374624.1 |
 LX4172| LX4008 OSSINING LARGE MANSION N CHIM       APPROX. 7.0 KM 0452241.7 |
 LX4172| LX4103 SLEEPY HOLLOW MAUSOLEUM             APPROX. 4.7 KM 0992155.8 |
 LX4172| CB2695 BANK RM 2                            38.760 METERS 15703     |
 LX4172| CB2694 BANK RM 1                            15.260 METERS 35724     |
 LX4172|---------------------------------------------------------------------|
 LX4172
 LX4172                          SUPERSEDED SURVEY CONTROL
 LX4172
 LX4172  NAD 83(1996)-  41 06 16.07976(N)    073 54 53.23153(W) AD(       ) 3
 LX4172  NAD 83(1992)-  41 06 16.07851(N)    073 54 53.23222(W) AD(       ) 3
 LX4172  NAD 83(1986)-  41 06 16.08153(N)    073 54 53.23053(W) AD(       ) 3
 LX4172  NAD 27      -  41 06 15.73623(N)    073 54 54.73718(W) AD(       ) 3
 LX4172
 LX4172.Superseded values are not recommended for survey control.
 LX4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4172.See file dsdata.txt to determine how the superseded data were derived.
 LX4172
 LX4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9112550921(NAD 83)
 LX4172_MARKER: Z = SEE DESCRIPTION
 LX4172_SETTING: 0 = UNSPECIFIED SETTING
 LX4172
 LX4172  HISTORY     - Date     Condition        Report By
 LX4172  HISTORY     - 1932     MONUMENTED       CGS
 LX4172  HISTORY     - 1957     SEE DESCRIPTION  USGS
 LX4172
 LX4172                          STATION DESCRIPTION
 LX4172
 LX4172'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4172'STATION IS LOCATED ON THE W SHORE OF THE HUDSON RIVER AND JUST
 LX4172'N OF THE VILLAGE OF N NYACK.  IT IS ON A SMALL GRAVEL BEACH AND
 LX4172'JUST ABOVE THE HIGH-WATER LINE AND IS MARKED BY A STANDARD DISK
 LX4172'SET IN THE TOP OF A PRE-CAST CEMENT BLOCK 8- BY 8- BY 18-INCHES
 LX4172'WHICH PROJECTS ABOUT 4-INCHES ABOVE THE SURFACE OF THE GROUND.
 LX4172'
 LX4172'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED NO. 1 1932 SET
 LX4172'IN A DRILL HOLE IN AN OUTCROPPING LEDGE AT THE FOOT OF A BANK
 LX4172'AND JUST ABOVE THE STORM-WATER LINE.  REFERENCE MARK NO.2 IS A
 LX4172'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER AT THE HIGH-WATER
 LX4172'LINE AND JUST S OF THE STATION.  STATION UNOCCUPIED.
 LX4172'
 LX4172'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4172
 LX4172                          STATION RECOVERY (1957)
 LX4172
 LX4172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LX4172'STATION NOT RECOVERED.  BEACH WASHED IN THIS AREA - PROBABLY
 LX4172'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3225 ***********************************************************************
 KU3225  DESIGNATION -  BANK 1965
 KU3225  PID         -  KU3225
 KU3225  STATE/COUNTY-  NY/NASSAU
 KU3225  USGS QUAD   -  LYNBROOK (1969)
 KU3225
 KU3225                         *CURRENT SURVEY CONTROL
 KU3225  ___________________________________________________________________
 KU3225* NAD 83(1996)-  40 42 12.29481(N)    073 38 23.67900(W)     ADJUSTED  
 KU3225* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 KU3225  ___________________________________________________________________
 KU3225  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KU3225  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU3225
 KU3225  HORZ ORDER  -  FIRST
 KU3225
 KU3225.The horizontal coordinates were established by classical geodetic methods
 KU3225.and adjusted by the National Geodetic Survey in January 1999..
 KU3225
 KU3225.The orthometric height was scaled from a topographic map.
 KU3225
 KU3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3225
 KU3225.The geoid height was determined by GEOID03.
 KU3225
 KU3225;                    North         East     Units Scale Factor Converg.
 KU3225;SPC NY L     -    59,666.187   330,431.423   MT  0.99999816   +0 14 07.9
 KU3225;SPC NY L     -   195,754.82  1,084,090.43   sFT  0.99999816   +0 14 07.9
 KU3225;UTM  18      - 4,506,723.627   614,898.414   MT  0.99976249   +0 53 13.5
 KU3225
 KU3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3225!SPC NY L     -   1.00000187  x   0.99999816  =   1.00000003
 KU3225!UTM  18      -   1.00000187  x   0.99976249  =   0.99976436
 KU3225
 KU3225:                Primary Azimuth Mark                     Grid Az
 KU3225:SPC NY L     -  HEMPSTEAD OLD WATER TANK                 052 04 36.5
 KU3225:UTM  18      -  HEMPSTEAD OLD WATER TANK                 051 25 30.9
 KU3225
 KU3225|---------------------------------------------------------------------|
 KU3225| PID    Reference Object                     Distance      Geod. Az  |
 KU3225|                                                           dddmmss.s |
 KU3225| KU3108 HEMPSTEAD OLD WATER TANK            APPROX. 2.1 KM 0521844.4 |
 KU3225| KU3109 HEMPSTEAD METHODIST CH SPIRE        APPROX. 1.7 KM 0754355.9 |
 KU3225| KU3285 HEMPSTEAD NEW WATER TANK            APPROX. 1.4 KM 1170608.0 |
 KU3225| KU3112 HEMPSTEAD RADIO STA WHLI TOWER      APPROX. 3.2 KM 1284431.8 |
 KU3225| KU3273 ROCKVILLE CENTRE LARGE TANK         APPROX. 2.3 KM 1535944.2 |
 KU3225| KU3289 WEST HEMPSTEAD GARDENS DIST TK      APPROX. 1.1 KM 1993923.3 |
 KU3225| KU3233 FRANKLIN SQ NATIONAL BANK CUP       APPROX. 3.0 KM 2780518.3 |
 KU3225| KU3241 FRANKLIN SQ OLD FOLKS HOME CUP      APPROX. 3.7 KM 2791707.8 |
 KU3225| KU3231 GARDEN CITY SOUTH WATER TANK        APPROX. 2.2 KM 2905553.0 |
 KU3225| KU3236 FRANKLIN SQUARE WATER DIST TK       APPROX. 3.0 KM 2915550.4 |
 KU3225| KU3235 GARDEN CITY STRATFORD SCH CUP       APPROX. 3.5 KM 3201930.1 |
 KU3225| KU3283 GARDEN CITY ST PAULS SCH SPIRE      APPROX. 2.6 KM 3461910.1 |
 KU3225| KU3279 GARDEN CITY EPIS CATH SPIRE         APPROX. 2.0 KM 3545304.5 |
 KU3225| KU3275 GARDEN CITY HOTEL CUPOLA            APPROX. 2.4 KM 3581600.9 |
 KU3225|---------------------------------------------------------------------|
 KU3225
 KU3225                          SUPERSEDED SURVEY CONTROL
 KU3225
 KU3225  NAD 83(1996)-  40 42 12.29790(N)    073 38 23.67793(W) AD(       ) 1
 KU3225  NAD 83(1992)-  40 42 12.29782(N)    073 38 23.67779(W) AD(       ) 1
 KU3225  NAD 83(1986)-  40 42 12.29806(N)    073 38 23.67850(W) AD(       ) 1
 KU3225  NAD 27      -  40 42 11.93126(N)    073 38 25.21199(W) AD(       ) 1
 KU3225
 KU3225.Superseded values are not recommended for survey control.
 KU3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3225.See file dsdata.txt to determine how the superseded data were derived.
 KU3225
 KU3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1489806724(NAD 83)
 KU3225_MARKER: DS = TRIANGULATION STATION DISK
 KU3225_SETTING: 0 = UNSPECIFIED SETTING
 KU3225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3225
 KU3225  HISTORY     - Date     Condition        Report By
 KU3225  HISTORY     - 1965     MONUMENTED       CGS
 KU3225
 KU3225                          STATION DESCRIPTION
 KU3225
 KU3225'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3225'THE STATION IS LOCATED ON THE ROOF OF THE (7 STORY) MEADOW
 KU3225'BROOK NATIONAL BANK BUILDING IN WEST HEMPSTEAD WHICH IS
 KU3225'0.1 MILE SOUTHWEST OF THE INTERSECTION OF HEMPSTEAD
 KU3225'AVENUE, FULTON AVENUE (HEMPSTEAD TURNPIKE) AND FRONT STREET
 KU3225'IN WEST HEMPSTEAD.  THE BUILDING IS THE TALLEST ONE IN THE
 KU3225'IMMEDIATE VICINITY AND IS CONSTRUCTED OF WHITE BRICK.
 KU3225'
 KU3225'THE STATION MARK IS A STANDARD DISK STAMPED BANK 1965,
 KU3225'CEMENTED TO THE ROOF OF THE BUILDING WITH ROOFING TAR.  A
 KU3225'5-INCH COPPER STOVEPIPE WITH A CAP WAS TARRED TO THE ROOF
 KU3225'AROUND THE MARK TO MAKE FUTURE RECOVERY EASIER AND TO HELP
 KU3225'PROTECT THE DISK.  IT IS 49.0 FEET NORTH OF THE NORTHEAST
 KU3225'CORNER OF A BRICK CHIMNEY, 42.05 FEET SOUTH OF THE NORTH
 KU3225'EDGE OF THE BUILDING, 37.7 FEET SOUTH-SOUTHWEST OF A
 KU3225'FLAGSTAFF, 34.95 FEET EAST-SOUTHEAST OF THE NORTHEAST
 KU3225'CORNER OF THE ELEVATOR SHAFT BUILDING AND 17.35 FEET WEST
 KU3225'OF THE EAST EDGE OF THE BUILDING.
 KU3225'
 KU3225'NOTE--CONTACT THE BUILDING SUPERINTENDENT (OFFICE IN
 KU3225'BASEMENT OF BUILDING) BEFORE VISITING THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2242 ***********************************************************************
 KU2242  DESIGNATION -  BAPTIST
 KU2242  PID         -  KU2242
 KU2242  STATE/COUNTY-  NY/SUFFOLK
 KU2242  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2242
 KU2242                         *CURRENT SURVEY CONTROL
 KU2242  ___________________________________________________________________
 KU2242* NAD 83(1996)-  40 56 44.53942(N)    073 04 00.19760(W)     ADJUSTED  
 KU2242* NAVD 88     -                                                        
 KU2242  ___________________________________________________________________
 KU2242  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 KU2242  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 KU2242
 KU2242  HORZ ORDER  -  THIRD
 KU2242
 KU2242.The horizontal coordinates were established by classical geodetic methods
 KU2242.and adjusted by the National Geodetic Survey in January 1999..
 KU2242
 KU2242
 KU2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2242
 KU2242.The geoid height was determined by GEOID03.
 KU2242
 KU2242;                    North         East     Units Scale Factor Converg.
 KU2242;SPC NY L     -    86,928.604   378,584.176   MT  0.99999629   +0 36 37.6
 KU2242;SPC NY L     -   285,198.26  1,242,071.58   sFT  0.99999629   +0 36 37.6
 KU2242;SPC CT       -   164,928.873   278,130.443   MT  1.00003543   -0 12 36.0
 KU2242;SPC CT       -   541,104.14    912,499.63   sFT  1.00003543   -0 12 36.0
 KU2242;UTM  18      - 4,534,529.432   662,729.445   MT  0.99992593   +1 16 02.1
 KU2242
 KU2242                          SUPERSEDED SURVEY CONTROL
 KU2242
 KU2242  NAD 83(1996)-  40 56 44.54121(N)    073 04 00.19748(W) AD(       ) 4
 KU2242  NAD 83(1992)-  40 56 44.54003(N)    073 04 00.19684(W) AD(       ) 4
 KU2242  NAD 83(1986)-  40 56 44.54325(N)    073 04 00.19944(W) AD(       ) 4
 KU2242  NAD 27      -  40 56 44.18000(N)    073 04 01.82000(W) AD(       ) 3
 KU2242
 KU2242.Superseded values are not recommended for survey control.
 KU2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2242.See file dsdata.txt to determine how the superseded data were derived.
 KU2242
 KU2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6272934529(NAD 83)
 KU2242_MARKER: 82 = FINIAL
 KU2242
 KU2242  HISTORY     - Date     Condition        Report By
 KU2242  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2242  HISTORY     - 1972     GOOD             NGS
 KU2242  HISTORY     - 19950620 GOOD             USPSQD
 KU2242
 KU2242                          STATION DESCRIPTION
 KU2242
 KU2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 KU2242'STATION IS THE FINIAL SURMOUNTING THE CUPOLA ON THE BAPTIST
 KU2242'CHURCH ONE SQUARE E OF MAIN STREET AND TWO BLOCKS S OF THE
 KU2242'WATERFRONT.  IT STANDS ON A SHARP CORNER, THE STREET ON THE S
 KU2242'SIDE FOLLOWING UP THE STEEP HILL TO THE EASTWARD.  THIS CHURCH WAS
 KU2242'PAINTED WHITE IN 1931 AND SHOWS PROMINENTLY OVER THE HARBOR.
 KU2242'
 KU2242'STATION CEMETERY HILL IS S 15 DEG 51 MIN E.
 KU2242'AND STATION OLD FIELD LIGHTHOUSE IS N 51 DEG 31 MIN W.
 KU2242'15.9 SEC.
 KU2242
 KU2242                          STATION RECOVERY (1972)
 KU2242
 KU2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 KU2242'INTERSECTION STATION RECOVERED.  NO DESCRIPTION AVAILABLE.
 KU2242
 KU2242                          STATION RECOVERY (1995)
 KU2242
 KU2242'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1033 ***********************************************************************
 PH1033  DESIGNATION -  BAR
 PH1033  PID         -  PH1033
 PH1033  STATE/COUNTY-  NY/ST LAWRENCE
 PH1033  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1033
 PH1033                         *CURRENT SURVEY CONTROL
 PH1033  ___________________________________________________________________
 PH1033* NAD 83(1986)-  44 50 04.     (N)    075 18 33.     (W)     SCALED    
 PH1033* NAVD 88     -        76.011  (meters)     249.38   (feet)  ADJUSTED  
 PH1033  ___________________________________________________________________
 PH1033  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 PH1033  DYNAMIC HT  -          76.008 (meters)     249.37  (feet)  COMP
 PH1033  MODELED GRAV-     980,573.8   (mgal)                       NAVD 88
 PH1033
 PH1033  VERT ORDER  -  FIRST     CLASS 0
 PH1033
 PH1033.The horizontal coordinates were scaled from a topographic map and have
 PH1033.an estimated accuracy of +/- 6 seconds.
 PH1033
 PH1033.The orthometric height was determined by differential leveling
 PH1033.and adjusted by the National Geodetic Survey in June 1991..
 PH1033
 PH1033.The geoid height was determined by GEOID03.
 PH1033
 PH1033.The dynamic height is computed by dividing the NAVD 88
 PH1033.geopotential number by the normal gravity value computed on the
 PH1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1033.degrees latitude (g = 980.6199 gals.).
 PH1033
 PH1033.The modeled gravity was interpolated from observed gravity values.
 PH1033
 PH1033;                    North         East    Units  Estimated Accuracy
 PH1033;SPC NY E     -   666,800.       86,020.      MT  (+/- 180 meters Scaled)
 PH1033
 PH1033                          SUPERSEDED SURVEY CONTROL
 PH1033
 PH1033  NGVD 29 (??/??/92)   76.122  (m)          249.74   (f) ADJ UNCH    1 0
 PH1033
 PH1033.Superseded values are not recommended for survey control.
 PH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1033.See file dsdata.txt to determine how the superseded data were derived.
 PH1033
 PH1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ755646(NAD 83)
 PH1033_MARKER: Z = SEE DESCRIPTION
 PH1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1033_SP_SET: WALL
 PH1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1033
 PH1033  HISTORY     - Date     Condition        Report By
 PH1033  HISTORY     - UNK      MONUMENTED       USLS
 PH1033  HISTORY     - 1969     GOOD             USLS
 PH1033  HISTORY     - 1989     GOOD             USPSQD
 PH1033
 PH1033                          STATION DESCRIPTION
 PH1033
 PH1033'DESCRIBED BY US LAKE SURVEY 1969
 PH1033'IN IROQUOIS DAM.
 PH1033'STEEL BAR, 1 INCH IN DIAMETER, FLUSH WITH TOP OF SOUTHEASTERN APPROACH
 PH1033'WALL TO IROQUOIS LOCK, 3 FEET 8 INCHES NORTHWEST OF NORTHEAST CORNER
 PH1033'OF CEMENT RECTANGULAR FOUNDATION OF FOURTH BOLLARD FROM GUAGE HOUSE, 2
 PH1033'FEET 10 INCHES SOUTHEAST OF NORTHWEST EDGE OF APPROACH WALL OF THE
 PH1033'LOCK.  NO. CA-1.  (IROQUOIS LOCK).  BM BAR.
 PH1033
 PH1033                          STATION RECOVERY (1989)
 PH1033
 PH1033'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2963 ***********************************************************************
 KU2963  DESIGNATION -  BAR
 KU2963  PID         -  KU2963
 KU2963  STATE/COUNTY-  NY/NASSAU
 KU2963  USGS QUAD   -  SEA CLIFF (1979)
 KU2963
 KU2963                         *CURRENT SURVEY CONTROL
 KU2963  ___________________________________________________________________
 KU2963* NAD 83(1996)-  40 49 41.04696(N)    073 39 21.51577(W)     ADJUSTED  
 KU2963* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU2963  ___________________________________________________________________
 KU2963  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 KU2963  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU2963
 KU2963  HORZ ORDER  -  THIRD
 KU2963
 KU2963.The horizontal coordinates were established by classical geodetic methods
 KU2963.and adjusted by the National Geodetic Survey in January 1999..
 KU2963
 KU2963.The orthometric height was scaled from a topographic map.
 KU2963
 KU2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2963
 KU2963.The geoid height was determined by GEOID03.
 KU2963
 KU2963;                    North         East     Units Scale Factor Converg.
 KU2963;SPC NY L     -    73,503.251   329,019.334   MT  0.99999497   +0 13 30.1
 KU2963;SPC NY L     -   241,151.92  1,079,457.60   sFT  0.99999497   +0 13 30.1
 KU2963;SPC CT       -   152,216.262   228,375.309   MT  1.00005840   -0 36 02.6
 KU2963;SPC CT       -   499,396.19    749,261.33   sFT  1.00005840   -0 36 02.6
 KU2963;UTM  18      - 4,520,540.448   613,329.170   MT  0.99975808   +0 52 43.7
 KU2963
 KU2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2963!SPC NY L     -   1.00000447  x   0.99999497  =   0.99999944
 KU2963!SPC CT       -   1.00000447  x   1.00005840  =   1.00006287
 KU2963!UTM  18      -   1.00000447  x   0.99975808  =   0.99976255
 KU2963
 KU2963:                Primary Azimuth Mark                     Grid Az
 KU2963:SPC NY L     -  FLAG POLE AT SPLICE                      035 59 13.2
 KU2963:SPC CT       -  FLAG POLE AT SPLICE                      036 48 45.9
 KU2963:UTM  18      -  FLAG POLE AT SPLICE                      035 19 59.6
 KU2963
 KU2963|---------------------------------------------------------------------|
 KU2963| PID    Reference Object                     Distance      Geod. Az  |
 KU2963|                                                           dddmmss.s |
 KU2963| KU2969 FLAG POLE AT SPLICE                 APPROX. 0.9 KM 0361243.3 |
 KU2963| CB6593 BAR RM 1                             81.677 METERS 10129     |
 KU2963| KU2973 SQUARE SPIRE                        APPROX. 1.1 KM 1342003.0 |
 KU2963| CB6594 BAR RM 2                             60.396 METERS 27236     |
 KU2963| KU3037 O BRIEN                             APPROX. 1.2 KM 3323751.3 |
 KU2963|---------------------------------------------------------------------|
 KU2963
 KU2963                          SUPERSEDED SURVEY CONTROL
 KU2963
 KU2963  NAD 83(1996)-  40 49 41.04990(N)    073 39 21.51475(W) AD(       ) 3
 KU2963  NAD 83(1992)-  40 49 41.04827(N)    073 39 21.51746(W) AD(       ) 3
 KU2963  NAD 83(1986)-  40 49 41.05066(N)    073 39 21.51992(W) AD(       ) 3
 KU2963  NAD 27      -  40 49 40.70100(N)    073 39 23.05800(W) AD(       ) 3
 KU2963
 KU2963.Superseded values are not recommended for survey control.
 KU2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2963.See file dsdata.txt to determine how the superseded data were derived.
 KU2963
 KU2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1332920540(NAD 83)
 KU2963_MARKER: DS = TRIANGULATION STATION DISK
 KU2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2963
 KU2963  HISTORY     - Date     Condition        Report By
 KU2963  HISTORY     - 1934     MONUMENTED       CGS
 KU2963  HISTORY     - 1939     MARK NOT FOUND   CGS
 KU2963  HISTORY     - 1966     SEE DESCRIPTION  USGS
 KU2963
 KU2963                          STATION DESCRIPTION
 KU2963
 KU2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU2963'STATION IS LOCATED IN PARK STRIP N OF W BOUND ROADWAY ABOUT 4
 KU2963'PACES FROM CENTER LINE AND ABOUT 10 METERS FROM SW CORNER OF
 KU2963'BATHHOUSE AND ABOUT 100 METERS NE OF GATEWAY ENTRANCE TO BAR BEACH.
 KU2963'
 KU2963'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KU2963'CONCRETE AS DESCRIBED IN NOTES 1B, AND 11C.
 KU2963'
 KU2963'STATION MARK IS SET IN CENTER OF 12-INCH CONCRETE CYLINDER FLUSH
 KU2963'WITH GROUND.
 KU2963'
 KU2963'REFERENCE MARK NO.1 IS SET IN S SIDE OF CONCRETE CURB NOSING
 KU2963'AROUND CENTER PARK STRIP BETWEEN ROADWAYS AT ENTRANCE TO PARKING
 KU2963'GROUNDS NE OF STATION.
 KU2963'
 KU2963'REFERENCE MARK NO.2 IS SET IN CENTER OF CONCRETE CURB NOSING
 KU2963'AROUND CENTER PARK STRIP BETWEEN ROADWAYS JUST INSIDE ENTRANCE
 KU2963'GATES TO BAR BEACH.
 KU2963'
 KU2963'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 KU2963
 KU2963                          STATION RECOVERY (1939)
 KU2963
 KU2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 KU2963'DUE TO IMPROVEMENTS ON BAR BEACH, IT WAS NECESSARY TO REMOVE A
 KU2963'REFERENCE MARK FOR STATION BAR.
 KU2963'
 KU2963'A STANDARD REFERENCE MARK DISK, NOT STAMPED, WAS RECEIVED IN THE
 KU2963'OFFICE MARCH 3, 1939.  AS THE DISK WAS UNSTAMPED, IT WAS NOT
 KU2963'POSSIBLE TO TELL WHICH OF THE REFERENCE MARKS WAS REMOVED.
 KU2963
 KU2963                          STATION RECOVERY (1966)
 KU2963
 KU2963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KU2963'ENGINEER REPORTS THAT NEW CONSTRUCTION HAS DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9611 ***********************************************************************
 AA9611  DESIGNATION -  BAR BEACH
 AA9611  PID         -  AA9611
 AA9611  STATE/COUNTY-  NY/NASSAU
 AA9611  USGS QUAD   -  SEA CLIFF (1979)
 AA9611
 AA9611                         *CURRENT SURVEY CONTROL
 AA9611  ___________________________________________________________________
 AA9611* NAD 83(1996)-  40 49 41.83593(N)    073 39 09.16594(W)     ADJUSTED  
 AA9611* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AA9611  ___________________________________________________________________
 AA9611  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA9611  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AA9611
 AA9611  HORZ ORDER  -  THIRD
 AA9611
 AA9611.The horizontal coordinates were established by classical geodetic methods
 AA9611.and adjusted by the National Geodetic Survey in January 1999..
 AA9611
 AA9611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9611
 AA9611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9611
 AA9611.The geoid height was determined by GEOID03.
 AA9611
 AA9611;                    North         East     Units Scale Factor Converg.
 AA9611;SPC NY L     -    73,528.731   329,308.609   MT  0.99999497   +0 13 38.1
 AA9611;SPC NY L     -   241,235.51  1,080,406.66   sFT  0.99999497   +0 13 38.1
 AA9611;UTM  18      - 4,520,569.219   613,618.067   MT  0.99975889   +0 52 51.8
 AA9611
 AA9611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9611!SPC NY L     -   1.00000435  x   0.99999497  =   0.99999932
 AA9611!UTM  18      -   1.00000435  x   0.99975889  =   0.99976324
 AA9611
 AA9611                          SUPERSEDED SURVEY CONTROL
 AA9611
 AA9611  NAD 83(1996)-  40 49 41.83883(N)    073 39 09.16469(W) AD(       ) 3
 AA9611  NAD 83(1986)-  40 49 41.83907(N)    073 39 09.16604(W) AD(       ) 3
 AA9611  NGVD 29 (01/19/96)    3.7    (m)           12.     (f) VERT ANG       
 AA9611
 AA9611.Superseded values are not recommended for survey control.
 AA9611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9611.See file dsdata.txt to determine how the superseded data were derived.
 AA9611
 AA9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1361820569(NAD 83)
 AA9611_MARKER: DD = SURVEY DISK
 AA9611_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9611_SP_SET: CONCRETE BOARDWALK
 AA9611_STAMPING: BAR BEACH 1990
 AA9611_MARK LOGO: NOS   
 AA9611_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9611+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9611
 AA9611  HISTORY     - Date     Condition        Report By
 AA9611  HISTORY     - 1990     MONUMENTED       NOS
 AA9611
 AA9611                          STATION DESCRIPTION
 AA9611
 AA9611'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9611'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9611'OF THE ISLAND ABOUT 0.6 NAUTICAL MILES SOUTH OF THE VILLAGE OF SEA
 AA9611'CLIFF IN ABOUT THE GEOGRAPHIC CENTER OF HEMPSTEAD HARBOR DUE WEST OF
 AA9611'GLENWOOD LANDING ALONG THE WEST SHORE OF HEMPSTEAD HARBOR IN THE PARK
 AA9611'KNOWN AS BAR BEACH IN THE BOARDWALK ON THE NORTH SIDE OF THE BEACH
 AA9611'NORTHEAST OF A BRICK BUILDING HOUSING A CONCESSION STAND.  THE PARK IS
 AA9611'OWNED BY THE TOWN OF NORTH HEMPSTEAD AND UNDER THE OFFICIAL DIRECTION
 AA9611'OF A COMMISSIONER MOHRMAN.  TO REACH THE STATION FROM THE POINT WHERE
 AA9611'NORTHERN BOULEVARD (N.Y. HWY 25A) OVERPASSES WEST SHORE ROAD IN THE
 AA9611'VILLAGE OF ROSLYN, GO NORTH ON WEST SHORE ROAD FOR 2.5 KM (1.55 MI) TO
 AA9611'AN EXIT RAMP ON THE RIGHT LEADING INTO BAR BEACH PARK, BEAR RIGHT ONTO
 AA9611'THE EXIT RAMP AND CONTINUE NORTH FOR 0.25 KM (0.15 MI) TO A ROAD RIGHT
 AA9611'AT THE ENTRANCE TO THE PARK, TURN RIGHT AND PASS THROUGH THE GATES AND
 AA9611'PROCEED IN AN EASTERLY DIRECTION ACROSS THE PARKING LOT FOR 0.45 KM
 AA9611'(0.25 MI) TO A SIDEWALK ON THE LEFT AT A BREAK IN THE CHAIN LINK FENCE
 AA9611'WHICH APPEARS TO LEAD TO HEMPSTEAD HARBOR LIGHT 11.  FROM THIS POINT
 AA9611'WALK NORTH ON THE SIDEWALK FOR ABOUT 38 M (124.7 FT) TO A BOARDWALK
 AA9611'WHICH RUNS ALONG THE BEACH AND THE STATION ON THE LEFT JUST TO THE
 AA9611'NORTH OF A LARGE BRICK PLANTER.  THE STATION MARK IS AN NOS BRONZE
 AA9611'DISK STAMPED ---BAR BEACH 1990--- CEMENTED INTO A DRILL HOLE IN THE
 AA9611'CONCRETE SIDEWALK. IT IS 6.865 M (22.523 FT) SOUTH OF THE NORTH EDGE
 AA9611'OF THE BOARDWALK, 2.375 M (7.792 FT) WEST OF THE EXTENDED CENTERLINE
 AA9611'OF THE SIDEWALK LEADING TO THE BOARDWALK FROM THE PARKING LOT, 0.900 M
 AA9611'(2.953 FT) NORTH OF A PK NAIL DRIVEN INTO THE BRICK AT THE NORTH TOP
 AA9611'OF THE BRICK PLANTER AND 0.760 M (2.493 FT) NORTH OF THE NORTH EDGE OF
 AA9611'THE BRICK PLANTER.  DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2962 ***********************************************************************
 KU2962  DESIGNATION -  BAR BEACH FLAGPOLE
 KU2962  PID         -  KU2962
 KU2962  STATE/COUNTY-  NY/NASSAU
 KU2962  USGS QUAD   -  SEA CLIFF (1979)
 KU2962
 KU2962                         *CURRENT SURVEY CONTROL
 KU2962  ___________________________________________________________________
 KU2962* NAD 83(1996)-  40 49 42.01268(N)    073 39 25.58410(W)     ADJUSTED  
 KU2962* NAVD 88     -                                                        
 KU2962  ___________________________________________________________________
 KU2962  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 KU2962  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU2962
 KU2962  HORZ ORDER  -  THIRD
 KU2962
 KU2962.The horizontal coordinates were established by classical geodetic methods
 KU2962.and adjusted by the National Geodetic Survey in January 1999..
 KU2962
 KU2962
 KU2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2962
 KU2962.The geoid height was determined by GEOID03.
 KU2962
 KU2962;                    North         East     Units Scale Factor Converg.
 KU2962;SPC NY L     -    73,532.667   328,923.892   MT  0.99999497   +0 13 27.4
 KU2962;SPC NY L     -   241,248.42  1,079,144.47   sFT  0.99999497   +0 13 27.4
 KU2962;SPC CT       -   152,247.053   228,280.294   MT  1.00005835   -0 36 05.3
 KU2962;SPC CT       -   499,497.21    748,949.60   sFT  1.00005835   -0 36 05.3
 KU2962;UTM  18      - 4,520,568.766   613,233.421   MT  0.99975781   +0 52 41.1
 KU2962
 KU2962                          SUPERSEDED SURVEY CONTROL
 KU2962
 KU2962  NAD 83(1996)-  40 49 42.01560(N)    073 39 25.58306(W) AD(       ) 4
 KU2962  NAD 83(1992)-  40 49 42.01397(N)    073 39 25.58569(W) AD(       ) 4
 KU2962  NAD 83(1986)-  40 49 42.01640(N)    073 39 25.58811(W) AD(       ) 4
 KU2962  NAD 27      -  40 49 41.66700(N)    073 39 27.12500(W) AD(       ) 3
 KU2962
 KU2962.Superseded values are not recommended for survey control.
 KU2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2962.See file dsdata.txt to determine how the superseded data were derived.
 KU2962
 KU2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1323320569(NAD 83)
 KU2962_MARKER: 62 = FLAGPOLE
 KU2962
 KU2962  HISTORY     - Date     Condition        Report By
 KU2962  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2962
 KU2962                          STATION DESCRIPTION
 KU2962
 KU2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU2962'STATION WAS LOCATED AND POINT OBSERVED, MID-PORTION.  FLAGPOLE
 KU2962'SITUATED ON W END OF BAR BEACH N OF ENTRANCE AND NEAR STONE
 KU2962'MONUMENT, MEMORIAL OF CHARLES SAEDEKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1377 ***********************************************************************
 OD1377  DESIGNATION -  BARBER 1872
 OD1377  PID         -  OD1377
 OD1377  STATE/COUNTY-  NY/WASHINGTON
 OD1377  USGS QUAD   -  WHITEHALL (1950)
 OD1377
 OD1377                         *CURRENT SURVEY CONTROL
 OD1377  ___________________________________________________________________
 OD1377* NAD 83(1996)-  43 34 46.15127(N)    073 26 01.06917(W)     ADJUSTED  
 OD1377* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 OD1377  ___________________________________________________________________
 OD1377  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 OD1377  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 OD1377
 OD1377  HORZ ORDER  -  THIRD
 OD1377
 OD1377.The horizontal coordinates were established by classical geodetic methods
 OD1377.and adjusted by the National Geodetic Survey in January 1999..
 OD1377
 OD1377.The orthometric height was scaled from a topographic map.
 OD1377
 OD1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1377
 OD1377.The geoid height was determined by GEOID03.
 OD1377
 OD1377;                    North         East     Units Scale Factor Converg.
 OD1377;SPC NY E     -   527,598.031   236,122.857   MT  0.99999120   +0 44 06.6
 OD1377;SPC NY E     - 1,730,961.21    774,679.74   sFT  0.99999120   +0 44 06.6
 OD1377;SPC VT       -   120,343.208   424,592.731   MT  1.00003420   -0 38 37.1
 OD1377;UTM  18      - 4,826,360.899   626,466.667   MT  0.99979673   +1 04 47.8
 OD1377
 OD1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1377!SPC NY E     -   1.00000230  x   0.99999120  =   0.99999350
 OD1377!SPC VT       -   1.00000230  x   1.00003420  =   1.00003650
 OD1377!UTM  18      -   1.00000230  x   0.99979673  =   0.99979903
 OD1377
 OD1377:                Primary Azimuth Mark                     Grid Az
 OD1377:SPC NY E     -  AUSTIN 1872                              073 56 42.1
 OD1377:SPC VT       -  AUSTIN 1872                              075 19 25.8
 OD1377:UTM  18      -  AUSTIN 1872                              073 36 00.9
 OD1377
 OD1377|---------------------------------------------------------------------|
 OD1377| PID    Reference Object                     Distance      Geod. Az  |
 OD1377|                                                           dddmmss.s |
 OD1377| OD1382 AUSTIN 1872                         APPROX. 2.0 KM 0744048.7 |
 OD1377|---------------------------------------------------------------------|
 OD1377
 OD1377                          SUPERSEDED SURVEY CONTROL
 OD1377
 OD1377  NAD 83(1996)-  43 34 46.15139(N)    073 26 01.06868(W) AD(       ) 3
 OD1377  NAD 83(1992)-  43 34 46.15089(N)    073 26 01.06806(W) AD(       ) 3
 OD1377  NAD 83(1986)-  43 34 46.15444(N)    073 26 01.07321(W) AD(       ) 3
 OD1377  NAD 27      -  43 34 45.91400(N)    073 26 02.66500(W) AD(       ) 3
 OD1377
 OD1377.Superseded values are not recommended for survey control.
 OD1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1377.See file dsdata.txt to determine how the superseded data were derived.
 OD1377
 OD1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2646726361(NAD 83)
 OD1377_MARKER: Z = SEE DESCRIPTION
 OD1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1377
 OD1377  HISTORY     - Date     Condition        Report By
 OD1377  HISTORY     - 1872     MONUMENTED       USLS
 OD1377  HISTORY     - 1930     SEE DESCRIPTION  USLS
 OD1377
 OD1377                          STATION DESCRIPTION
 OD1377
 OD1377'DESCRIBED BY US LAKE SURVEY 1872 (REH)
 OD1377'STATION IS ON THE PROPERTY OF ISSAC BARBER ON THE W SHORE OF LAKE
 OD1377'NEAR THE MOUTH OF SOUTH BAY.  IT IS A MEADOW ABOUT 100 YARDS NE OF
 OD1377'BARN AND ABOUT 150 YARDS S OF DWELLING HOUSE AND 75 YARDS FROM LAKE
 OD1377'SHORE.  IT S MARKED BY A 4-OUNCE VIAL BURIED 2.5 FEET BELOW THE
 OD1377'SURFACE AND A CEDAR STUB WITH COPPER TACK, TOP OF WHICH IS 6
 OD1377'INCHES ABOVE SURFACE.
 OD1377'
 OD1377'THE SIGNAL STANDS NEARLY 400 YARDS S OF BARBERS DWELLING HOUSE AND
 OD1377'OVER 100 YARDS FROM SHORE.
 OD1377
 OD1377                          STATION RECOVERY (1930)
 OD1377
 OD1377'RECOVERY NOTE BY US LAKE SURVEY 1930
 OD1377'STATION IS ABOUT 2-1/4 MILES NW OF WHITEHALL AND ABOUT 1/2 MILE N OF
 OD1377'THE W END OF THE SOUTH BAY HIGHWAY BRIDGE.  IT IS IN A MEADOW ABOUT
 OD1377'275 FEET W OF THE TOP OF BANK AND TREE LINE AND ABOUT 225 FEET N OF
 OD1377'THE S TOP OF BANK.  THE ELEVATION ABOVE STANDARD LOW WATER DATUM
 OD1377'OF THE LAKE IS 38 FEET.
 OD1377'
 OD1377'THE STATION MARK IS A CROSS IN AN IRON BOLT 1 INCH SQUARE, BEARING
 OD1377'THE LETTERS U.S.C. AND G.S. AND THE FIGURES 1872.  IT WAS SET IN A
 OD1377'CONCRETE POST, 7 INCHES SQUARE AND ABOUT 12 INCHES BELOW THE
 OD1377'GROUND SURFACE.  THE NEW MARK WAS CAREFULLY PLACED IN THE EXACT
 OD1377'POSITION OF THE 4-OUNCE VIAL OF THE 1872 SURVEY WHICH WAS FOUND IN
 OD1377'SUCH POOR CONDITION THAT IT WAS CONSIDERED LIKELY TO BE WHOLLY
 OD1377'DESTROYED IN FUTURE YEARS.
 OD1377'
 OD1377'THREE REFERENCE MARKS CONSISTING OF METAL TABLETS, 2-1/2 INCHES IN
 OD1377'DIAMETER, BEARING THE NAME U.S. LAKE SURVEY AND AN ARROW WHICH
 OD1377'POINTS TO THE STATION, WERE SET IN CONCRETE POSTS, 5 INCHES SQUARE,
 OD1377'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0861 ***********************************************************************
 NC0861  DESIGNATION -  BARCELONA
 NC0861  PID         -  NC0861
 NC0861  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0861  USGS QUAD   -  WESTFIELD (1954)
 NC0861
 NC0861                         *CURRENT SURVEY CONTROL
 NC0861  ___________________________________________________________________
 NC0861* NAD 83(1996)-  42 20 42.48539(N)    079 35 45.79994(W)     ADJUSTED  
 NC0861* NAVD 88     -       176.870  (meters)     580.28   (feet)  ADJUSTED  
 NC0861  ___________________________________________________________________
 NC0861  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 NC0861  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0861  DYNAMIC HT  -         176.811 (meters)     580.09  (feet)  COMP
 NC0861  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 NC0861
 NC0861  HORZ ORDER  -  SECOND
 NC0861  VERT ORDER  -  FIRST     CLASS II
 NC0861
 NC0861.The horizontal coordinates were established by classical geodetic methods
 NC0861.and adjusted by the National Geodetic Survey in January 1999..
 NC0861
 NC0861.The orthometric height was determined by differential leveling
 NC0861.and adjusted by the National Geodetic Survey in November 1993..
 NC0861
 NC0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0861
 NC0861.The geoid height was determined by GEOID03.
 NC0861
 NC0861.The dynamic height is computed by dividing the NAVD 88
 NC0861.geopotential number by the normal gravity value computed on the
 NC0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0861.degrees latitude (g = 980.6199 gals.).
 NC0861
 NC0861.The modeled gravity was interpolated from observed gravity values.
 NC0861
 NC0861;                    North         East     Units Scale Factor Converg.
 NC0861;SPC NY W     -   260,924.764   266,554.922   MT  1.00002314   -0 40 55.9
 NC0861;SPC NY W     -   856,050.66    874,522.27   sFT  1.00002314   -0 40 55.9
 NC0861;SPC PA N     -   243,564.473   447,880.276   MT  1.00008808   -1 13 16.5
 NC0861;SPC PA N     -   799,094.44  1,469,420.54   sFT  1.00008808   -1 13 16.5
 NC0861;UTM  17      - 4,689,051.766   615,642.023   MT  0.99976454   +0 56 44.9
 NC0861
 NC0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0861!SPC NY W     -   0.99997773  x   1.00002314  =   1.00000087
 NC0861!SPC PA N     -   0.99997773  x   1.00008808  =   1.00006581
 NC0861!UTM  17      -   0.99997773  x   0.99976454  =   0.99974228
 NC0861
 NC0861|---------------------------------------------------------------------|
 NC0861| PID    Reference Object                     Distance      Geod. Az  |
 NC0861|                                                           dddmmss.s |
 NC0861| NC1770 BARCELONA WEST BREAKWATER LT         18.307 METERS 01157     |
 NC0861| NC1762 VINEYARD GC                         APPROX. 7.0 KM 0602435.3 |
 NC0861| NC1766 BARCELONA EAST BREAKWATER LT         63.709 METERS 06515     |
 NC0861| NC0865 BARCELONA ECO                       315.869 METERS 14145     |
 NC0861| NC1765 BARCELONA OLD LIGHT HOUSE           460.616 METERS 1670852.6 |
 NC0861| NC1768 BARCELONA WCO LSC 1972              246.290 METERS 19618     |
 NC0861| NC0860 BARCELONA RM 2                       11.640 METERS 23423     |
 NC0861| NC0862 BARCELONA RM 1                       11.470 METERS 34545     |
 NC0861|---------------------------------------------------------------------|
 NC0861
 NC0861                          SUPERSEDED SURVEY CONTROL
 NC0861
 NC0861  NAD 83(1986)-  42 20 42.47892(N)    079 35 45.78894(W) AD(       ) 2
 NC0861  NAD 27      -  42 20 42.26843(N)    079 35 46.60124(W) AD(       ) 2
 NC0861  NAVD 88 (06/15/91)  176.872  (m)          580.29   (f) UNKNOWN     1 2
 NC0861  NGVD 29 (06/03/92)  177.027  (m)          580.80   (f) ADJUSTED    1 2
 NC0861
 NC0861.Superseded values are not recommended for survey control.
 NC0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0861.See file dsdata.txt to determine how the superseded data were derived.
 NC0861
 NC0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1564289052(NAD 83)
 NC0861_MARKER: DS = TRIANGULATION STATION DISK
 NC0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0861_SP_SET: CONCRETE PIER
 NC0861_STAMPING: BARCELONA LSC 1972
 NC0861_MARK LOGO: NGS   
 NC0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0861+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0861
 NC0861  HISTORY     - Date     Condition        Report By
 NC0861  HISTORY     - 1972     MONUMENTED       USLS
 NC0861  HISTORY     - 1983     GOOD             NGS
 NC0861  HISTORY     - 1984     GOOD             USPSQD
 NC0861  HISTORY     - 19881212 GOOD             LOCSUR
 NC0861  HISTORY     - 19950821 GOOD             FA
 NC0861  HISTORY     - 19991115 GOOD             USPSQD
 NC0861  HISTORY     - 20041104 GOOD             USPSQD
 NC0861  HISTORY     - 20060429 GOOD             GEOCAC
 NC0861
 NC0861                          STATION DESCRIPTION
 NC0861
 NC0861'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 NC0861'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME.
 NC0861'
 NC0861'STATION IS LOCATED AT BARCELONA HARBOR ON LAKE ERIE.  ON THE OUTER
 NC0861'END OF THE WEST BREAKWATER ENCLOSING THE HARBOR BASIN.
 NC0861'
 NC0861'TO REACH THE STATION FROM THE INTERSECTION OF N.Y. ROUTE 5 AND
 NC0861'MAIN STREETS IN BARCELONA, PROCEED NNW ON MAIN PAST MONROES MARINA
 NC0861'TO THE BOAT STORAGE AND REPAIR FACILITY NEAR THE INNER END OF THE
 NC0861'WEST BREAKWATER.  CONTINUE ON FOOT OUT THE CONCRETE/STEEL
 NC0861'BREAKWATER TO THE THIRD CAISSON FROM THE END AND THE STATION.
 NC0861'
 NC0861'ALL MARKS ARE STANDARD DISKS CEMENTED INTO DRILL HOLES IN THE
 NC0861'CONCRETE CAPPED BREAKWATER.
 NC0861'
 NC0861'STATION MARK, STAMPED BARCELONA LSC 1972, IS 59.88 FEET SOUTH
 NC0861'OF THE WEST ENTRANCE LIGHT, 11.90 FEET WEST OF A PUNCH MARK IN A
 NC0861'2-INCH DIAMETER CAPPED PIPE AND 24.94 FEET EAST OF A PUNCH MARK
 NC0861'IN A 2-INCH DIAMETER CAPPED PIPE.
 NC0861'
 NC0861'REFERENCE MARK 1, STAMPED BARCELONA LSC NO 1 1972, IS ON THE
 NC0861'SECOND CAISSON FROM THE OUTER END OF THE WEST BREAKWATER AND 5.13
 NC0861'FEET EAST OF A PUNCH MARK IN A 2-INCH DIAMETER CAPPED PIPE.
 NC0861'
 NC0861'REFERENCE MARK 2, STAMPED BARCELONA LSC NO 2 1972, IS ON THE
 NC0861'FOURTH CAISSON FROM THE OUTER END OF THE BREAKWATER AND 3.75 FEET
 NC0861'EAST OF A PUNCH MARK IN A 2-INCH DIAMETER CAPPED PIPE.
 NC0861'
 NC0861'NO AZIMUTH MARK WAS SET AT THIS STATION.
 NC0861'
 NC0861'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 NC0861
 NC0861                          STATION RECOVERY (1983)
 NC0861
 NC0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0861'IN BARCELONA.
 NC0861'IN BARCELONA, NEAR THE NORTH END OF THE WEST BREAKWALL OF THE HARBOR,
 NC0861'IN TOP OF THE THIRD CONCRETE CIRCLE FROM THE NORTH END, 18.32 METERS
 NC0861'(60.1 FT) SOUTH OF THE RED HARBOR SAFETY LIGHT, 3.54 METERS (11.6 FT)
 NC0861'WEST OF THE EAST EDGE OF THE WALL.
 NC0861'THE MARK IS ABOVE LEVEL WITH PIER.
 NC0861
 NC0861                          STATION RECOVERY (1984)
 NC0861
 NC0861'RECOVERY NOTE BY US POWER SQUADRON 1984 (HEW)
 NC0861'NGS STATION MARK STATION BARCELONA N.Y. FOUND GOOD.
 NC0861'
 NC0861'57 FEET - SOUTH OF LIGHT ON WEST BREAKWATER TO BARCELONA, N.Y.
 NC0861'HARBOR (57 FEET SOUTH OF LIGHT THAT EXISTED 8/25/84.  LIGHT HAS
 NC0861'NOW BEEN RELOCATED AT END OF NEW WEST BREAKWATER EXTENSION.
 NC0861
 NC0861                          STATION RECOVERY (1988)
 NC0861
 NC0861'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JEM)
 NC0861'RECOVERED IN GOOD CONDITION.
 NC0861
 NC0861                          STATION RECOVERY (1995)
 NC0861
 NC0861'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 NC0861'GOOD FOR GPS.
 NC0861
 NC0861                          STATION RECOVERY (1999)
 NC0861
 NC0861'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0861'RECOVERED IN GOOD CONDITION.
 NC0861
 NC0861                          STATION RECOVERY (2004)
 NC0861
 NC0861'RECOVERY NOTE BY US POWER SQUADRON 2004 (WR)
 NC0861'RECOVERED IN GOOD CONDITION.
 NC0861
 NC0861                          STATION RECOVERY (2006)
 NC0861
 NC0861'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5726 ***********************************************************************
 LX5726  DESIGNATION -  BARCELONA
 LX5726  PID         -  LX5726
 LX5726  STATE/COUNTY-  NY/SUFFOLK
 LX5726  USGS QUAD   -  GREENPORT (1956)
 LX5726
 LX5726                         *CURRENT SURVEY CONTROL
 LX5726  ___________________________________________________________________
 LX5726* NAD 83(1996)-  41 00 43.99425(N)    072 15 49.68570(W)     ADJUSTED  
 LX5726* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5726  ___________________________________________________________________
 LX5726  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LX5726  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LX5726
 LX5726  HORZ ORDER  -  THIRD
 LX5726
 LX5726.The horizontal coordinates were established by classical geodetic methods
 LX5726.and adjusted by the National Geodetic Survey in January 1999..
 LX5726
 LX5726.The orthometric height was scaled from a topographic map.
 LX5726
 LX5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5726
 LX5726.The geoid height was determined by GEOID03.
 LX5726
 LX5726;                    North         East     Units Scale Factor Converg.
 LX5726;SPC NY L     -    95,344.013   446,038.668   MT  0.99999889   +1 08 08.2
 LX5726;SPC NY L     -   312,807.82  1,463,378.53   sFT  0.99999889   +1 08 08.2
 LX5726;SPC CT       -   172,382.027   345,700.224   MT  1.00002428   +0 19 20.6
 LX5726;SPC CT       -   565,556.70  1,134,184.82   sFT  1.00002428   +0 19 20.6
 LX5726;UTM  18      - 4,543,720.424   730,088.266   MT  1.00025163   +1 47 46.8
 LX5726
 LX5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5726!SPC NY L     -   1.00000401  x   0.99999889  =   1.00000290
 LX5726!SPC CT       -   1.00000401  x   1.00002428  =   1.00002829
 LX5726!UTM  18      -   1.00000401  x   1.00025163  =   1.00025564
 LX5726
 LX5726:                Primary Azimuth Mark                     Grid Az
 LX5726:SPC NY L     -  CEDAR ISLAND LIGHTHOUSE                  003 09 01.5
 LX5726:SPC CT       -  CEDAR ISLAND LIGHTHOUSE                  003 57 49.1
 LX5726:UTM  18      -  CEDAR ISLAND LIGHTHOUSE                  002 29 22.9
 LX5726
 LX5726|---------------------------------------------------------------------|
 LX5726| PID    Reference Object                     Distance      Geod. Az  |
 LX5726|                                                           dddmmss.s |
 LX5726| LX5725 CEDAR ISLAND LIGHTHOUSE             APPROX. 3.2 KM 0041709.7 |
 LX5726| CZ7024 BARCELONA RM 1                       18.206 METERS 21624     |
 LX5726| LX5704 SAG HARBOR JETTY LIGHT              APPROX. 2.6 KM 2615556.6 |
 LX5726| CZ7025 BARCELONA RM 2                                     27517     |
 LX5726|---------------------------------------------------------------------|
 LX5726
 LX5726                          SUPERSEDED SURVEY CONTROL
 LX5726
 LX5726  NAD 83(1996)-  41 00 43.99435(N)    072 15 49.68589(W) AD(       ) 3
 LX5726  NAD 83(1992)-  41 00 43.99289(N)    072 15 49.68528(W) AD(       ) 3
 LX5726  NAD 83(1986)-  41 00 43.99547(N)    072 15 49.69172(W) AD(       ) 3
 LX5726  NAD 27      -  41 00 43.62500(N)    072 15 51.41300(W) AD(       ) 3
 LX5726
 LX5726.Superseded values are not recommended for survey control.
 LX5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5726.See file dsdata.txt to determine how the superseded data were derived.
 LX5726
 LX5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3008843720(NAD 83)
 LX5726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5726+STABILITY: SURFACE MOTION
 LX5726
 LX5726  HISTORY     - Date     Condition        Report By
 LX5726  HISTORY     - 1933     MONUMENTED       CGS
 LX5726  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX5726  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LX5726  HISTORY     - 1956     SEE DESCRIPTION  USGS
 LX5726
 LX5726                          STATION DESCRIPTION
 LX5726
 LX5726'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5726'THE STATION IS LOCATED ON THE NW ROUNDED CORNER OF BARCELONA
 LX5726'NECK 1-3/4 STATUTE MILES ENE FROM THE CENTER OF THE TOWN OF SAG
 LX5726'HARBOR.  IT IS REACHED BY TAKING ROUTE 114 FROM SAG HARBOR
 LX5726'TOWARD EAST HAMPTON.  GO ABOUT 1 MILE OUT THIS ROAD AND TURN IN
 LX5726'TO THE ROAD LEADING TO SAG HARBOR GOLF COURSE.  CONTINUE ON
 LX5726'STRAIGHT AHEAD PAST THE CLUBHOUSE AND FOLLOW THE ROAD ALONG THE
 LX5726'W SIDE OF BARCELONA NECK LEADING OUT TO THE STATION.  THE
 LX5726'STATION IS LOCATED ABOUT 190 METERS NNE OF THE N END OF THE
 LX5726'MARSH POND ALONG THE NW SIDE OF BARCELONA NECK.  THE STATION
 LX5726'MARK ITSELF IS A STANDARD BRASS DISK, LABELED
 LX5726'BARCELONA-1933, SET IN A TRAPEZODIAL MASS OF CONCRETE
 LX5726'PROJECTING ABOUT 6 INCHES ABOVE GROUND LEVEL.  STATION SETS
 LX5726'BACK 6 METERS FROM BLUFFS EDGE AND IS ON THE HIGH GROUND (BUT
 LX5726'NOT HIGHEST) JUST TO THE NE OF A LOW CLEARED VALLEY IN WHICH
 LX5726'THE LARGE OAK MENTIONED BELOW GROWS.  THERE IS A LARGE
 LX5726'(ABOUT 16 INCHES IN DIAMETER) OAK TREE (THE ONLY LARGE TREE IN
 LX5726'THIS VICINITY) JUST TO THE SW OF THE STATION.  A TRIANGULAR
 LX5726'BLAZE WAS MADE IN THE E FACE OF THE TREE ABOUT 4 FEET ABOVE
 LX5726'THE GROUND.
 LX5726'
 LX5726'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX5726'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE
 LX5726'DISK AS DESCRIBED IN NOTE 7A.  REFERENCE MARKS ARE STANDARD
 LX5726'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTE 11B.  WITNESS
 LX5726'MARK NO.1 IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 LX5726'AT THE CENTER AND EACH APEX OF THE TRIANGLE AS DESCRIBED IN
 LX5726'NOTE 15A.
 LX5726'
 LX5726'REFERENCE MARK NO.1 IS JUST TO THE W OF THE STATION AND REFERENCE
 LX5726'MARK NO.2 IS THE ONLY FLAT TOP ROCK ON THE BEACH.  THIS ROCK
 LX5726'SETS BACK ABOUT 8 FEET FROM HIGH-WATER LINE AND IS ABOUT 3
 LX5726'FEET IN DIAMETER AND 2 FEET HIGH ABOVE THE SURFACE OF SAND.
 LX5726'
 LX5726'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5726
 LX5726                          STATION RECOVERY (1951)
 LX5726
 LX5726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 LX5726'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 LX5726'IS NOW ABOUT 5 FEET FROM THE EDGE OF BLUFF.  PREVIOUS DESCRIPTION
 LX5726'IS ADEQUATE WITH THIS ADDITION.
 LX5726'
 LX5726'REACHED FROM THE FLAGPOLE IN SAG HARBOR, GO SE ON STATE HIGHWAY
 LX5726'114 FOR 1.9 MILES TO ENTRANCE TO GOLF COURSE ON LEFT, TURN
 LX5726'LEFT AND PASS CLUBHOUSE AND FOLLOW TRACK ROAD ALONG W SIDE OF
 LX5726'BARCELONA NECK TO POINT AND STATION.
 LX5726
 LX5726                          STATION RECOVERY (1954)
 LX5726
 LX5726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX5726'THIS MARK WAS FOUND IN GOOD CONDITION, BUT IS NOW ONLY 3 FT. FROM
 LX5726'THE EDGE OF AN OVERHANGING BLUFF, AND IS LIKELY TO BE DESTROYED
 LX5726'WITHIN THE NEXT TWO YEARS IF EROSION CONTINUES AT ITS PRESENT
 LX5726'RATE.  ONLY THE SHAFT OF REFERENCE MARK 2 IS LEFT.  THE LARGE
 LX5726'OAK TREE (WHICH WAS A WITNESS MARK) HAS FALLEN DUE TO THE
 LX5726'EROSION OF THE BLUFF.
 LX5726
 LX5726                          STATION RECOVERY (1956)
 LX5726
 LX5726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LX5726'STATION FOUND WASHED DOWN FROM ITS LOCATION, AND THE TABLET
 LX5726'WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1766 ***********************************************************************
 NC1766  DESIGNATION -  BARCELONA EAST BREAKWATER LT
 NC1766  PID         -  NC1766
 NC1766  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1766  USGS QUAD   -  WESTFIELD (1954)
 NC1766
 NC1766                         *CURRENT SURVEY CONTROL
 NC1766  ___________________________________________________________________
 NC1766* NAD 83(1996)-  42 20 43.34999(N)    079 35 43.27238(W)     ADJUSTED  
 NC1766* NAVD 88     -                                                        
 NC1766  ___________________________________________________________________
 NC1766  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 NC1766  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1766
 NC1766  HORZ ORDER  -  THIRD
 NC1766
 NC1766.The horizontal coordinates were established by classical geodetic methods
 NC1766.and adjusted by the National Geodetic Survey in January 1999..
 NC1766
 NC1766
 NC1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1766
 NC1766.The geoid height was determined by GEOID03.
 NC1766
 NC1766;                    North         East     Units Scale Factor Converg.
 NC1766;SPC NY W     -   260,950.752   266,613.091   MT  1.00002302   -0 40 54.2
 NC1766;SPC NY W     -   856,135.93    874,713.12   sFT  1.00002302   -0 40 54.2
 NC1766;SPC PA N     -   243,589.914   447,938.690   MT  1.00008815   -1 13 14.8
 NC1766;SPC PA N     -   799,177.91  1,469,612.19   sFT  1.00008815   -1 13 14.8
 NC1766;UTM  17      - 4,689,079.389   615,699.415   MT  0.99976470   +0 56 46.6
 NC1766
 NC1766                          SUPERSEDED SURVEY CONTROL
 NC1766
 NC1766  NAD 83(1986)-  42 20 43.34354(N)    079 35 43.26135(W) AD(       ) 4
 NC1766  NAD 27      -  42 20 43.13336(N)    079 35 44.07271(W) AD(       ) 3
 NC1766
 NC1766.Superseded values are not recommended for survey control.
 NC1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1766.See file dsdata.txt to determine how the superseded data were derived.
 NC1766
 NC1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1569989079(NAD 83)
 NC1766_MARKER: 16 = DAYBEACON
 NC1766
 NC1766  HISTORY     - Date     Condition        Report By
 NC1766  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1766  HISTORY     - 19991115 GOOD             USPSQD
 NC1766  HISTORY     - 20041104 MARK NOT FOUND   USPSQD
 NC1766  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 NC1766
 NC1766                          STATION DESCRIPTION
 NC1766
 NC1766'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1766'THE STATION IS LOCATED IN BARCELONA HARBOR JUST NORTH OF THE
 NC1766'INTERSECTION OF STATE HIGHWAY 5 AND 17.  THE OBJECT IS A FLASHING
 NC1766'WHITE LIGHT ATOP A STEEL POLE WITH A CONCRETE BASE IN THE
 NC1766'APPROXIMATE CENTER OF THE MOST NORTHWESTERLY CONCRETE CAISSON
 NC1766'OF THE EASTERN BREAKWALL.
 NC1766
 NC1766                          STATION RECOVERY (1999)
 NC1766
 NC1766'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC1766'RECOVERED IN GOOD CONDITION.
 NC1766
 NC1766                          STATION RECOVERY (2004)
 NC1766
 NC1766'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 NC1766'MARK NOT FOUND.
 NC1766
 NC1766                          STATION RECOVERY (2006)
 NC1766
 NC1766'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC1766'ONLY THE BASE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0865 ***********************************************************************
 NC0865  DESIGNATION -  BARCELONA ECO
 NC0865  PID         -  NC0865
 NC0865  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0865  USGS QUAD   -  WESTFIELD (1954)
 NC0865
 NC0865                         *CURRENT SURVEY CONTROL
 NC0865  ___________________________________________________________________
 NC0865* NAD 83(1996)-  42 20 34.44688(N)    079 35 37.25534(W)     ADJUSTED  
 NC0865* NAVD 88     -       175.336  (meters)     575.25   (feet)  ADJUSTED  
 NC0865  ___________________________________________________________________
 NC0865  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 NC0865  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0865  DYNAMIC HT  -         175.277 (meters)     575.05  (feet)  COMP
 NC0865  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 NC0865
 NC0865  HORZ ORDER  -  SECOND
 NC0865  VERT ORDER  -  FIRST     CLASS II
 NC0865
 NC0865.The horizontal coordinates were established by classical geodetic methods
 NC0865.and adjusted by the National Geodetic Survey in January 1999..
 NC0865
 NC0865.The orthometric height was determined by differential leveling
 NC0865.and adjusted by the National Geodetic Survey in November 1993..
 NC0865
 NC0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0865
 NC0865.The geoid height was determined by GEOID03.
 NC0865
 NC0865.The dynamic height is computed by dividing the NAVD 88
 NC0865.geopotential number by the normal gravity value computed on the
 NC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0865.degrees latitude (g = 980.6199 gals.).
 NC0865
 NC0865.The modeled gravity was interpolated from observed gravity values.
 NC0865
 NC0865;                    North         East     Units Scale Factor Converg.
 NC0865;SPC NY W     -   260,674.417   266,747.546   MT  1.00002275   -0 40 50.1
 NC0865;SPC NY W     -   855,229.32    875,154.24   sFT  1.00002275   -0 40 50.1
 NC0865;SPC PA N     -   243,312.309   448,070.549   MT  1.00008745   -1 13 10.8
 NC0865;SPC PA N     -   798,267.13  1,470,044.79   sFT  1.00008745   -1 13 10.8
 NC0865;UTM  17      - 4,688,807.056   615,841.630   MT  0.99976511   +0 56 50.5
 NC0865
 NC0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0865!SPC NY W     -   0.99997797  x   1.00002275  =   1.00000072
 NC0865!SPC PA N     -   0.99997797  x   1.00008745  =   1.00006542
 NC0865!UTM  17      -   0.99997797  x   0.99976511  =   0.99974309
 NC0865
 NC0865                          SUPERSEDED SURVEY CONTROL
 NC0865
 NC0865  NAD 83(1986)-  42 20 34.44043(N)    079 35 37.24443(W) AD(       ) 2
 NC0865  NAD 27      -  42 20 34.22991(N)    079 35 38.05707(W) AD(       ) 2
 NC0865  NAVD 88 (06/15/91)  175.339  (m)          575.26   (f) UNKNOWN     1 2
 NC0865  NGVD 29 (06/03/92)  175.493  (m)          575.76   (f) ADJUSTED    1 2
 NC0865
 NC0865.Superseded values are not recommended for survey control.
 NC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0865.See file dsdata.txt to determine how the superseded data were derived.
 NC0865
 NC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1584288807(NAD 83)
 NC0865_MARKER: DD = SURVEY DISK
 NC0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0865_SP_SET: DOCK
 NC0865_STAMPING: BARCELONA ECO LSC 1972
 NC0865_MARK LOGO: USLS  
 NC0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0865+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0865
 NC0865  HISTORY     - Date     Condition        Report By
 NC0865  HISTORY     - 1972     MONUMENTED       USLS
 NC0865  HISTORY     - 1983     GOOD             NGS
 NC0865  HISTORY     - 1989     GOOD             USPSQD
 NC0865  HISTORY     - 19940831 GOOD             NYDPW
 NC0865  HISTORY     - 19991115 GOOD             USPSQD
 NC0865  HISTORY     - 20060429 GOOD             GEOCAC
 NC0865
 NC0865                          STATION DESCRIPTION
 NC0865
 NC0865'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 NC0865'THE STATION IS LOCATED IN BARCELONA HARBOR ON THE CITY DOCK
 NC0865'WHICH IS JUST NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS 5
 NC0865'AND 17.  THE MARK IS A STANDARD BRASS DISK IN THE NORTHEAST CORNER
 NC0865'OF THE DOCK, 1.37 METERS SOUTHWEST OF THE MOST NORTHEASTERLY
 NC0865'CORNER, 1.15 METERS WEST OF THE EASTERN EDGE, 0.96 METERS SOUTH
 NC0865'OF THE NORTHERN EDGE, AND APPROXIMATELY 2.85 METERS NORTHEAST OF
 NC0865'A TELEPHONE POLE IN THE NORTHEAST CORNER OF THE DOCK.  THE MARK
 NC0865'IS 0.69 METERS SOUTHWEST OF A NEIGHBORING C.O.E. BRASS MARK
 NC0865'STAMPED C.O.E. EAST 1974.
 NC0865
 NC0865                          STATION RECOVERY (1983)
 NC0865
 NC0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0865'IN BARCELONA.
 NC0865'IN BARCELONA, AT THE NORTHEAST CORNER OF THE CITY PIER, AT THE
 NC0865'BARCELONA HARBOR, 0.97 METER (3.2 FT) SOUTH OF THE NORTH EDGE OF THE
 NC0865'PIER, 1.16 METERS (3.8 FT) WEST OF THE EAST EDGE OF THE PIER.
 NC0865'THE MARK IS ABOVE LEVEL WITH PIER.
 NC0865
 NC0865                          STATION RECOVERY (1989)
 NC0865
 NC0865'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCD)
 NC0865'RECOVERED IN GOOD CONDITION.
 NC0865
 NC0865                          STATION RECOVERY (1994)
 NC0865
 NC0865'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1994 (JO)
 NC0865'RECOVERED AS DESCRIBED.  NOTE--TELEPHONE POLE AT THE NORTHEAST CORNER
 NC0865'OF THE DOCK HAS BEEN REMOVED.
 NC0865
 NC0865                          STATION RECOVERY (1999)
 NC0865
 NC0865'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0865'RECOVERED IN GOOD CONDITION.
 NC0865
 NC0865                          STATION RECOVERY (2006)
 NC0865
 NC0865'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1765 ***********************************************************************
 NC1765  DESIGNATION -  BARCELONA OLD LIGHT HOUSE
 NC1765  PID         -  NC1765
 NC1765  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1765  USGS QUAD   -  WESTFIELD (1954)
 NC1765
 NC1765                         *CURRENT SURVEY CONTROL
 NC1765  ___________________________________________________________________
 NC1765* NAD 83(1996)-  42 20 27.93119(N)    079 35 41.32404(W)     ADJUSTED  
 NC1765* NAVD 88     -                                                        
 NC1765  ___________________________________________________________________
 NC1765  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 NC1765  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC1765
 NC1765  HORZ ORDER  -  THIRD
 NC1765
 NC1765.The horizontal coordinates were established by classical geodetic methods
 NC1765.and adjusted by the National Geodetic Survey in January 1999..
 NC1765
 NC1765
 NC1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1765
 NC1765.The geoid height was determined by GEOID03.
 NC1765
 NC1765;                    North         East     Units Scale Factor Converg.
 NC1765;SPC NY W     -   260,474.489   266,652.027   MT  1.00002294   -0 40 52.7
 NC1765;SPC NY W     -   854,573.39    874,840.86   sFT  1.00002294   -0 40 52.7
 NC1765;SPC PA N     -   243,113.275   447,973.146   MT  1.00008694   -1 13 13.5
 NC1765;SPC PA N     -   797,614.14  1,469,725.23   sFT  1.00008694   -1 13 13.5
 NC1765;UTM  17      - 4,688,604.546   615,751.853   MT  0.99976485   +0 56 47.6
 NC1765
 NC1765                          SUPERSEDED SURVEY CONTROL
 NC1765
 NC1765  NAD 83(1986)-  42 20 27.92495(N)    079 35 41.31328(W) AD(       ) 4
 NC1765  NAD 27      -  42 20 27.71440(N)    079 35 42.12577(W) AD(       ) 3
 NC1765
 NC1765.Superseded values are not recommended for survey control.
 NC1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1765.See file dsdata.txt to determine how the superseded data were derived.
 NC1765
 NC1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1575288605(NAD 83)
 NC1765_MARKER: 13 = LIGHTHOUSE
 NC1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1765+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC1765
 NC1765  HISTORY     - Date     Condition        Report By
 NC1765  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1765  HISTORY     - 19991115 GOOD             USPSQD
 NC1765  HISTORY     - 20041104 GOOD             USPSQD
 NC1765  HISTORY     - 20060429 GOOD             GEOCAC
 NC1765
 NC1765                          STATION DESCRIPTION
 NC1765
 NC1765'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1765'THE STATION IS LOCATED ADJACENT TO BARCELONA HARBOR JUST EAST
 NC1765'OF THE INTERSECTION OF STATE HIGHWAYS 5 AND 17.  THE MARK IS A
 NC1765'FIXED WHITE LIGHT ATOP THE OLD LIGHT HOUSE.
 NC1765
 NC1765                          STATION RECOVERY (1999)
 NC1765
 NC1765'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC1765'RECOVERED IN GOOD CONDITION.
 NC1765
 NC1765                          STATION RECOVERY (2004)
 NC1765
 NC1765'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 NC1765'RECOVERED IN GOOD CONDITION.
 NC1765
 NC1765                          STATION RECOVERY (2006)
 NC1765
 NC1765'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0862 ***********************************************************************
 NC0862  DESIGNATION -  BARCELONA RM 1
 NC0862  PID         -  NC0862
 NC0862  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0862  USGS QUAD   -  WESTFIELD (1954)
 NC0862
 NC0862                         *CURRENT SURVEY CONTROL
 NC0862  ___________________________________________________________________
 NC0862* NAD 83(1986)-  42 20 42.     (N)    079 35 45.     (W)     SCALED    
 NC0862* NAVD 88     -       176.748  (meters)     579.88   (feet)  ADJUSTED  
 NC0862  ___________________________________________________________________
 NC0862  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0862  DYNAMIC HT  -         176.688 (meters)     579.68  (feet)  COMP
 NC0862  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 NC0862
 NC0862  VERT ORDER  -  FIRST     CLASS II
 NC0862
 NC0862.The horizontal coordinates were scaled from a topographic map and have
 NC0862.an estimated accuracy of +/- 6 seconds.
 NC0862
 NC0862.The orthometric height was determined by differential leveling
 NC0862.and adjusted by the National Geodetic Survey in November 1993..
 NC0862
 NC0862.The geoid height was determined by GEOID03.
 NC0862
 NC0862.The dynamic height is computed by dividing the NAVD 88
 NC0862.geopotential number by the normal gravity value computed on the
 NC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0862.degrees latitude (g = 980.6199 gals.).
 NC0862
 NC0862.The modeled gravity was interpolated from observed gravity values.
 NC0862
 NC0862;                    North         East    Units  Estimated Accuracy
 NC0862;SPC NY W     -   260,910.      266,570.      MT  (+/- 180 meters Scaled)
 NC0862
 NC0862                          SUPERSEDED SURVEY CONTROL
 NC0862
 NC0862  NAVD 88 (06/15/91)  176.750  (m)          579.89   (f) UNKNOWN     1 2
 NC0862  NGVD 29 (06/03/92)  176.905  (m)          580.40   (f) ADJUSTED    1 2
 NC0862
 NC0862.Superseded values are not recommended for survey control.
 NC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0862.See file dsdata.txt to determine how the superseded data were derived.
 NC0862
 NC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG156890(NAD 83)
 NC0862_MARKER: DR = REFERENCE MARK DISK
 NC0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0862_SP_SET: CONCRETE PIER
 NC0862_STAMPING: BARCELONA NO 1 1972
 NC0862_MARK LOGO: NGS   
 NC0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0862+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0862
 NC0862  HISTORY     - Date     Condition        Report By
 NC0862  HISTORY     - 1972     MONUMENTED       NOS
 NC0862  HISTORY     - 1983     GOOD             NGS
 NC0862  HISTORY     - 19950821 GOOD             FA
 NC0862  HISTORY     - 20060429 GOOD             GEOCAC
 NC0862
 NC0862                          STATION DESCRIPTION
 NC0862
 NC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0862'IN BARCELONA.
 NC0862'IN BARCELONA, NEAR THE NORTH END OF THE WEST BREAKWALL OF THE HARBOR,
 NC0862'IN TOP OF THE SECOND CONCRETE CIRCLE FROM THE NORTH END, 9.39 METERS
 NC0862'(30.8 FT) SOUTH OF THE RED HARBOR SAFETY LIGHT, 1.49 METERS (4.9 FT)
 NC0862'EAST OF THE WEST EDGE OF THE PIER.
 NC0862'THE MARK IS ABOVE LEVEL WITH PIER.
 NC0862
 NC0862                          STATION RECOVERY (1995)
 NC0862
 NC0862'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 NC0862'GOOD FOR GPS.
 NC0862
 NC0862                          STATION RECOVERY (2006)
 NC0862
 NC0862'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0860 ***********************************************************************
 NC0860  DESIGNATION -  BARCELONA RM 2
 NC0860  PID         -  NC0860
 NC0860  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0860  USGS QUAD   -  WESTFIELD (1954)
 NC0860
 NC0860                         *CURRENT SURVEY CONTROL
 NC0860  ___________________________________________________________________
 NC0860* NAD 83(1986)-  42 20 42.     (N)    079 35 45.     (W)     SCALED    
 NC0860* NAVD 88     -       176.784  (meters)     580.00   (feet)  ADJUSTED  
 NC0860  ___________________________________________________________________
 NC0860  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0860  DYNAMIC HT  -         176.725 (meters)     579.81  (feet)  COMP
 NC0860  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 NC0860
 NC0860  VERT ORDER  -  FIRST     CLASS II
 NC0860
 NC0860.The horizontal coordinates were scaled from a topographic map and have
 NC0860.an estimated accuracy of +/- 6 seconds.
 NC0860
 NC0860.The orthometric height was determined by differential leveling
 NC0860.and adjusted by the National Geodetic Survey in November 1993..
 NC0860
 NC0860.The geoid height was determined by GEOID03.
 NC0860
 NC0860.The dynamic height is computed by dividing the NAVD 88
 NC0860.geopotential number by the normal gravity value computed on the
 NC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0860.degrees latitude (g = 980.6199 gals.).
 NC0860
 NC0860.The modeled gravity was interpolated from observed gravity values.
 NC0860
 NC0860;                    North         East    Units  Estimated Accuracy
 NC0860;SPC NY W     -   260,910.      266,570.      MT  (+/- 180 meters Scaled)
 NC0860
 NC0860                          SUPERSEDED SURVEY CONTROL
 NC0860
 NC0860  NAVD 88 (06/15/91)  176.786  (m)          580.01   (f) UNKNOWN     1 2
 NC0860  NGVD 29 (06/03/92)  176.941  (m)          580.51   (f) ADJUSTED    1 2
 NC0860
 NC0860.Superseded values are not recommended for survey control.
 NC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0860.See file dsdata.txt to determine how the superseded data were derived.
 NC0860
 NC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG156890(NAD 83)
 NC0860_MARKER: DR = REFERENCE MARK DISK
 NC0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0860_SP_SET: CONCRETE PIER
 NC0860_STAMPING: BARCELONA NO 2 LSC 1972
 NC0860_MARK LOGO: NGS   
 NC0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0860+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0860
 NC0860  HISTORY     - Date     Condition        Report By
 NC0860  HISTORY     - 1972     MONUMENTED       NOS
 NC0860  HISTORY     - 1983     GOOD             NGS
 NC0860  HISTORY     - 19950821 GOOD             FA
 NC0860  HISTORY     - 20060429 GOOD             GEOCAC
 NC0860
 NC0860                          STATION DESCRIPTION
 NC0860
 NC0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0860'IN BARCELONA.
 NC0860'IN BARCELONA, ON THE WEST BREAKWALL OF THE HARBOR, IN TOP OF THE
 NC0860'FOURTH CONCRETE CIRCLE FROM THE NORTH END OF THE BREAKWALL,
 NC0860'27.92 METERS (91.6 FT) SOUTH OF THE RED HARBOR SAFETY LIGHT,
 NC0860'1.03 METERS (3.4 FT) EAST OF THE WEST EDGE OF THE WALL.
 NC0860'THE MARK IS ABOVE LEVEL WITH PIER.
 NC0860
 NC0860                          STATION RECOVERY (1995)
 NC0860
 NC0860'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (JML)
 NC0860'GOOD FOR GPS.
 NC0860
 NC0860                          STATION RECOVERY (2006)
 NC0860
 NC0860'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0369 ***********************************************************************
 KV0369  DESIGNATION -  BARCLAY
 KV0369  PID         -  KV0369
 KV0369  STATE/COUNTY-  NY/RICHMOND
 KV0369  USGS QUAD   -  ARTHUR KILL (1981)
 KV0369
 KV0369                         *CURRENT SURVEY CONTROL
 KV0369  ___________________________________________________________________
 KV0369* NAD 83(1996)-  40 31 34.20322(N)    074 10 06.19784(W)     ADJUSTED  
 KV0369* NAVD 88     -         9.075  (meters)      29.77   (feet)  ADJUSTED  
 KV0369  ___________________________________________________________________
 KV0369  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KV0369  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0369  DYNAMIC HT  -           9.071 (meters)      29.76  (feet)  COMP
 KV0369  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 KV0369
 KV0369  HORZ ORDER  -  SECOND
 KV0369  VERT ORDER  -  FIRST     CLASS II
 KV0369
 KV0369.The horizontal coordinates were established by classical geodetic methods
 KV0369.and adjusted by the National Geodetic Survey in January 1999..
 KV0369
 KV0369.The orthometric height was determined by differential leveling
 KV0369.and adjusted by the National Geodetic Survey in June 1991..
 KV0369
 KV0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0369
 KV0369.The geoid height was determined by GEOID03.
 KV0369
 KV0369.The dynamic height is computed by dividing the NAVD 88
 KV0369.geopotential number by the normal gravity value computed on the
 KV0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0369.degrees latitude (g = 980.6199 gals.).
 KV0369
 KV0369.The modeled gravity was interpolated from observed gravity values.
 KV0369
 KV0369;                    North         East     Units Scale Factor Converg.
 KV0369;SPC NY L     -    39,934.554   285,731.504   MT  1.00001079   -0 06 36.5
 KV0369;SPC NY L     -   131,018.62    937,437.44   sFT  1.00001079   -0 06 36.5
 KV0369;SPC NJ       -   187,986.883   178,096.273   MT  0.99990971   +0 12 55.7
 KV0369;SPC NJ       -   616,753.63    584,304.19   sFT  0.99990971   +0 12 55.7
 KV0369;UTM  18      - 4,486,491.512   570,438.670   MT  0.99966107   +0 32 25.4
 KV0369
 KV0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0369!SPC NY L     -   1.00000365  x   1.00001079  =   1.00001444
 KV0369!SPC NJ       -   1.00000365  x   0.99990971  =   0.99991336
 KV0369!UTM  18      -   1.00000365  x   0.99966107  =   0.99966471
 KV0369
 KV0369:                Primary Azimuth Mark                     Grid Az
 KV0369:SPC NY L     -  JESSUP 1906                              324 10 43.4
 KV0369:SPC NJ       -  JESSUP 1906                              323 51 11.2
 KV0369:UTM  18      -  JESSUP 1906                              323 31 41.5
 KV0369
 KV0369|---------------------------------------------------------------------|
 KV0369| PID    Reference Object                     Distance      Geod. Az  |
 KV0369|                                                           dddmmss.s |
 KV0369| KV4642 JESSUP 1906                         APPROX. 3.0 KM 3240406.9 |
 KV0369|---------------------------------------------------------------------|
 KV0369
 KV0369                          SUPERSEDED SURVEY CONTROL
 KV0369
 KV0369  NAD 83(1986)-  40 31 34.20426(N)    074 10 06.19510(W) AD(       ) 2
 KV0369  NAD 27      -  40 31 33.82500(N)    074 10 07.67900(W) AD(       ) 2
 KV0369  NGVD 29 (04/16/92)    9.399  (m)           30.84   (f) ADJUSTED    1 2
 KV0369
 KV0369.Superseded values are not recommended for survey control.
 KV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0369.See file dsdata.txt to determine how the superseded data were derived.
 KV0369
 KV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7043986492(NAD 83)
 KV0369_MARKER: DB = BENCH MARK DISK
 KV0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0369+STABILITY: SURFACE MOTION
 KV0369
 KV0369  HISTORY     - Date     Condition        Report By
 KV0369  HISTORY     - 1903     MONUMENTED       CGS
 KV0369  HISTORY     - 1932     GOOD             CGS
 KV0369  HISTORY     - 1950     GOOD             CGS
 KV0369  HISTORY     - 1952     GOOD             CGS
 KV0369
 KV0369                          STATION DESCRIPTION
 KV0369
 KV0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV0369'THIS STATION IS A 68-FOOT TRIPOD AND SCAFFOLD SITUATED E OF
 KV0369'GULLEY, NEAR THE FOOT OF BARCLAY AVENUE, ANNADALE, BOROUGH OF
 KV0369'RICHMOND, NEW YORK CITY, N.Y.
 KV0369'
 KV0369'THE STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS
 KV0369'MARKING BOLT SET IN A 6-BY-6-INCH BY 3-FOOT GRANITE BLOCK SET
 KV0369'IN CONCRETE 3 BY 3 BY 4 FEET WITH A CROSS CUT (+) ON TOP OF BOLT
 KV0369'MARKING THE CENTER.
 KV0369'
 KV0369'STATION IS REACHED BY STATEN ISLAND RAPID TRANSIT RAILROAD TO
 KV0369'ANNADALE, THENCE BY HACK TO STATION.
 KV0369
 KV0369                          STATION RECOVERY (1932)
 KV0369
 KV0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV0369'STATION MONUMENT RECOVERED, AND FOUND IN GOOD CONDITION FROM
 KV0369'THE ORIGINAL DESCRIPTION.  ONE OF TWO BOROUGH REFERENCE MARKS
 KV0369'ALSO FOUND--THE OTHER HAS BEEN COVERED BY A DEEP FILL.
 KV0369'
 KV0369'A COMPLETE DESCRIPTION FOLLOWS--
 KV0369'
 KV0369'THIS STATION IS ON THE E SIDE OF STATEN ISLAND, IN THE ANNADALE
 KV0369'BEACH SECTION ON THE E SIDE OF HYLAND BOULEVARD BETWEEN ALLEN
 KV0369'PLACE AND LIPSETT AVENUE.  IT IS 31.1 METERS FROM THE CENTER
 KV0369'LINE OF LIPSETT AVENUE, 41.9 METERS FROM THE CENTER LINE OF
 KV0369'ALLEN PLACE AND 47.7 METERS FROM THE CENTER LINE OF HYLAN
 KV0369'BOULEVARD.
 KV0369'
 KV0369'STATION IS MARKED BY THE DRILL HOLE ATOP AN OLD-STYLE C. AND
 KV0369'G.S. BRASS MARKING BOLT SET IN A 6- BY 6- INCH BY 3-FOOT GRANITE
 KV0369'POST SET IN A 3- BY 3- BY 4-FOOT MASS OF CONCRETE BELOW THE
 KV0369'GROUND SURFACE.  THIS IS COVERED WITH AN IRON CITY MONUMENT
 KV0369'COVER-PLATE SET 2 INCHES ABOVE GROUND.  THERE IS A DRILL HOLE,
 KV0369'WITH A TRIANGLE SURROUNDING IT, CUT ON THE NEAR SIDE OF THE
 KV0369'LARGE IRREGULAR BOULDER 74.30 FEET FROM THE STATION AND TO THE
 KV0369'N.  THIS IS BOROUGH REFERENCE MARK NO.3.
 KV0369
 KV0369                          STATION RECOVERY (1950)
 KV0369
 KV0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 KV0369'RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.W. IN 1932.  THE
 KV0369'CITY PRIMARY TRAVERSE MARK (CHISELED CROSS ON ROCK) ALSO RECOVERED.
 KV0369
 KV0369                          STATION RECOVERY (1952)
 KV0369
 KV0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KV0369'AT STATEN ISLAND.
 KV0369'ON STATEN ISLAND, NEAR ANNDALE, AT THE JUNCTION OF HYLAN BOULEVARD
 KV0369'AND LIPPSETT AVENUE, 107 FEET EAST OF CENTER LINE OF LIPPSETT
 KV0369'AVENUE, 158 FEET SOUTH OF CENTER LINE OF HYLAN BOULEVARD, 51 1/2
 KV0369'FEET SOUTH OF EASTERLY OF TWO BRICK CHIMNEYS OF HOUSE NO. 4876
 KV0369'HYLAN BOULEVARD, 28 1/2 FEET NORTH OF BRICK CHIMNEY OF AN IMITATION
 KV0369'TAN BRICK HOUSE, 14 1/2 FEET WEST OF A 10-INCH CHERRY TREE, 10
 KV0369'FEET SOUTH OF A 10-INCH CHERRY TREE, ABOUT 10 FEET ABOVE HYLAN
 KV0369'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST IN A MAN HOLE
 KV0369'WITH COVER MARKED CITY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2430 ***********************************************************************
 LY2430  DESIGNATION -  BARCLAY
 LY2430  PID         -  LY2430
 LY2430  STATE/COUNTY-  NY/ULSTER
 LY2430  USGS QUAD   -  CLINTONDALE (1957)
 LY2430
 LY2430                         *CURRENT SURVEY CONTROL
 LY2430  ___________________________________________________________________
 LY2430* NAD 83(1996)-  41 39 55.78345(N)    074 03 53.43397(W)     ADJUSTED  
 LY2430* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 LY2430  ___________________________________________________________________
 LY2430  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LY2430  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LY2430
 LY2430  HORZ ORDER  -  SECOND
 LY2430
 LY2430.The horizontal coordinates were established by classical geodetic methods
 LY2430.and adjusted by the National Geodetic Survey in January 1999..
 LY2430
 LY2430.The orthometric height was scaled from a topographic map.
 LY2430
 LY2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2430
 LY2430.The geoid height was determined by GEOID03.
 LY2430
 LY2430;                    North         East     Units Scale Factor Converg.
 LY2430;SPC NY E     -   314,541.806   186,237.726   MT  0.99991615   +0 17 21.4
 LY2430;SPC NY E     - 1,031,959.24    611,014.94   sFT  0.99991615   +0 17 21.4
 LY2430;UTM  18      - 4,613,060.026   577,852.189   MT  0.99967458   +0 37 18.1
 LY2430
 LY2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2430!SPC NY E     -   0.99996487  x   0.99991615  =   0.99988102
 LY2430!UTM  18      -   0.99996487  x   0.99967458  =   0.99963946
 LY2430
 LY2430:                Primary Azimuth Mark                     Grid Az
 LY2430:SPC NY E     -  CLINTONDALE FRUIT GROWERS TANK           002 49 52.2
 LY2430:UTM  18      -  CLINTONDALE FRUIT GROWERS TANK           002 29 55.5
 LY2430
 LY2430|---------------------------------------------------------------------|
 LY2430| PID    Reference Object                     Distance      Geod. Az  |
 LY2430|                                                           dddmmss.s |
 LY2430| LY2431 CLINTONDALE FRUIT GROWERS TANK      APPROX. 5.6 KM 0030713.6 |
 LY2430| CB2699 BARCLAY RM 1                         18.203 METERS 01457     |
 LY2430| LX4382 MT BEACON FIRE TOWER                APPROX.22.8 KM 1535014.1 |
 LY2430| LY2454 WALDEN FIRST REFORMED CH DOME       APPROX.15.7 KM 2204241.2 |
 LY2430| LY2456 WALLKILL BORDEN ESTATE SPIPE        APPROX.12.1 KM 2272401.3 |
 LY2430| LY2455 WALLKILL ROUGH FELT CO TANK         APPROX.12.0 KM 2370317.6 |
 LY2430| CB2700 BARCLAY RM 2                         18.044 METERS 23927     |
 LY2430| LY2464 WALLKILL PRISON STACK               APPROX. 9.2 KM 2430217.8 |
 LY2430| CB2698 BARCLAY AZ MK                                      2833839.8 |
 LY2430| LY2461 LAKE MINNEWASK CLIFF HSE SPIPE      APPROX.15.5 KM 2952436.7 |
 LY2430| LY2462 LAKE MINNEWASKA CLIFF HSE TANK      APPROX.15.4 KM 2952840.4 |
 LY2430| LY2459 LAKE MINNEWASK WILDMERE HSE TK      APPROX.16.0 KM 2955830.0 |
 LY2430|---------------------------------------------------------------------|
 LY2430
 LY2430                          SUPERSEDED SURVEY CONTROL
 LY2430
 LY2430  NAD 83(1986)-  41 39 55.78594(N)    074 03 53.43548(W) AD(       ) 2
 LY2430  NAD 27      -  41 39 55.45000(N)    074 03 54.92100(W) AD(       ) 2
 LY2430
 LY2430.Superseded values are not recommended for survey control.
 LY2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2430.See file dsdata.txt to determine how the superseded data were derived.
 LY2430
 LY2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM7785213060(NAD 83)
 LY2430
 LY2430  HISTORY     - Date     Condition        Report By
 LY2430  HISTORY     - 1942     MONUMENTED       CGS
 LY2430  HISTORY     - 1967     SEE DESCRIPTION  LDA
 LY2430  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 LY2430  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LY2430
 LY2430                          STATION DESCRIPTION
 LY2430
 LY2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2430'STATION IS ON THE HIGHEST POINT OF A PROMINENT, ROCKY,
 LY2430'TREE-COVERED HILL ABOUT 2 MILES E BY S OF MODENA, OWNERSHIP OF LAND
 LY2430'IS UNCERTAIN AS THE BOUNDARY LINE HAS NOT BEEN RUN, BUT ADJACENT
 LY2430'TO AND POSSIBLY ON THE LAND OF P.A. BARCLAY.  IT IS A BRONZE DISK
 LY2430'SET IN A DRILL HOLE IN A JAGGED-TOPPED BOULDER PROTRUDING ABOUT
 LY2430'3 INCHES, 30 FEET SE OF A ROCK CLIFF ON THE NW SIDE OF THE
 LY2430'RIDGE, 15 FEET NW OF THE SE EDGE OF THE RIDGE AND IS STAMPED
 LY2430'BARCLAY 1942.
 LY2430'
 LY2430'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 LY2430'TOP OF A BOULDER ON THE SPINE OF THE RIDGE NNE OF THE STATION
 LY2430'AND IS STAMPED BARCLAY NO.1 1942.
 LY2430'
 LY2430'REFERENCE MARK NO.2 IS SW OF THE STATION.  IT IS A BRONZE
 LY2430'DISK SET IN A DRILL HOLE IN THE FLAT TOP OF THE MOST SOUTHERLY
 LY2430'BOULDER OF THE ROCK CLIFF ON THE NW SIDE OF THE RIDGE AND IS
 LY2430'STAMPED BARCLAY NO.2 1942.
 LY2430'
 LY2430'THE AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION IN A
 LY2430'SMALL PASTURE ON THE S SIDE OF THE LANE PASSING THE P.A. BARCLAY
 LY2430'HOUSE.  IT IS A BRONZE DISK SET FLUSH IN A DRILL HOLE IN THE TOP
 LY2430'OF A BOULDER PROTRUDING ABOUT 1 FOOT, 12 FEET S OF A FENCE LINE
 LY2430'ALONG THE S SIDE OF THE LANE, 34 FEET E OF A FENCE LINE AND 47
 LY2430'FEET SE OF THE SE CORNER OF A HORSE BARN.  IT IS STAMPED BARCLAY
 LY2430'1942.
 LY2430'
 LY2430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LY2430'STATE HIGHWAY 32 IN MODENA, GO EASTERLY ON HIGHWAY 44 FOR 1.8 MILES
 LY2430'TO WHERE IT TURNS LEFT, CONTINUE STRAIGHT AHEAD ON A MACADAM ROAD
 LY2430'FOR 0.4 MILE TO A T-ROAD RIGHT AT A GREEN SHINGLED HOUSE, TURN
 LY2430'RIGHT AND GO SOUTHERLY FOR 0.5 MILE TO A RIGHT TURN AND THE BARNS
 LY2430'AND HOME OF BARCLAY (THE AZIMUTH MARK IS IN THE PASTURE S OF
 LY2430'THIS ROAD).  TURN LEFT THROUGH A GATE AND GO TO THE SE CORNER OF
 LY2430'THE ORCHARD AND END OF TRUCK TRAVEL.  CONTINUE UPHILL FOR
 LY2430'ABOUT 0.2 MILE TO THE TOP OF NARROW RIDGE AND THE STATION.
 LY2430'
 LY2430'A 20-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATIONS TOOHEY
 LY2430'AND MORIELLO, A 47-FOOT LIGHT AT STATION CASTLE POINT AND A 4-FOOT
 LY2430'LIGHT AT STATION SKYTOP.
 LY2430'
 LY2430'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATIONS SCHANTZ
 LY2430'1938 AND GARRISON.
 LY2430'
 LY2430'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION SPROUT 1933.
 LY2430'
 LY2430'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION PROSPECT
 LY2430'HILL 1853.
 LY2430'
 LY2430'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY2430
 LY2430                          STATION RECOVERY (1967)
 LY2430
 LY2430'RECOVERY NOTE BY L DICKERSON ASSOC 1967 (CWG)
 LY2430'BARCLAY 1942.  MARK HAD BEEN PULLED FROM ROCK.  THE ROCK IN WHICH
 LY2430'MARK WAS SET WAS BADLY DETERIORATED.  R.M. 2 WAS RECOVERED IN
 LY2430'GOOD CONDITION BUT R.M. 1 COULD NOT BE FOUND.  AZIMUTH WAS NOT
 LY2430'SEARCHED FOR.
 LY2430'
 LY2430'HILL ON WHICH MARK WAS LOCATED IS NOW QUITE HEAVILY WOODED.  IF
 LY2430'MARK IS RESET THE DESCRIPTION IS GOOD TO ENTERING PASTURE AND
 LY2430'ORCHARD.  DRIVE TO NORTH EAST CORNER OF ORCHARD AND ASCEND STEEP
 LY2430'HILL TO STATION LOCATION ON FIRST RIDGE.
 LY2430'
 LY2430'A QUITE THOROUGH SEARCH WAS MADE FOR REFERENCE MARKER NO.1.
 LY2430
 LY2430                          STATION RECOVERY (1968)
 LY2430
 LY2430'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (RLW)
 LY2430'BAR CLAY AND RM 1 WERE NOT RECOVERED.  DRILL HOLE THAT RM 1 WAS
 LY2430'SET IN WAS FOUND AND STATION COULD BE REPLACED IF NECESSARY.  IT
 LY2430'IS DOUBTFUL IF AZI MK COULD BE SEEN WITHOUT A TWR EXCEPT IN
 LY2430'WINTER MONTHS.
 LY2430'
 LY2430'RM 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 LY2430
 LY2430                          STATION RECOVERY (1970)
 LY2430
 LY2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LY2430'ONLY RM NO.2 AND THE AZIMUTH MARK WERE RECOVERED.  STATION MARK
 LY2430'AND RM NO.1 ARE GONE.  THE BEDROCK ON THE HILL IS SOFT AND
 LY2430'FLAKING.  A HOLE WAS FOUND IN BROKEN ROCK, AND ACCORDING TO
 LY2430'DISTANCE AND AZIMUTH FROM RM NO.2 THIS COULD BE WHERE STATION
 LY2430'MARK WAS, BUT THERE IS NO EVIDENCE OF CEMENT, AND THE HOLE IS
 LY2430'FUNNEL-SHAPED.  SINCE STATION IS BLOCKED BY TREES IT WAS NOT
 LY2430'POSSIBLE TO MAKE A CHECK ON THIS HOLE BY ANGLE.  AN EXTENSIVE
 LY2430'SEARCH WAS MADE FOR RM NO.1, BUT IT COULD NOT BE FOUND.
 LY2430'
 LY2430'RM NO. 2 IS A STANDARD DISK STAMPED BARCLAY NO 2 1942, CEMENTED IN
 LY2430'A DRILL HOLE IN BEDROCK ALONG EDGE OF ROCKY CLIFF ON WEST RIM OF
 LY2430'HILL.
 LY2430'
 LY2430'AZIMUTH MARK IS A STANDARD DISK STAMPED BARCLAY 1942, CEMENTED IN
 LY2430'A DRILL HOLE IN A 3-FOOT BOULDER PROJECTING 1 FOOT FROM GROUND,
 LY2430'IN A BOULDER PATCH ON SOUTH SIDE OF ROAD, 49 FEET SOUTHEAST OF
 LY2430'SOUTHEAST CORNER OF BARN, 45 FEET SOUTHWEST OF POWER POLE NO.11,
 LY2430'27 FEET SOUTH OF CENTER LINE OF MACADAM ROAD, AND 105 FEET
 LY2430'SOUTHWEST OF CENTER LINE OF TRACK ROAD.  NOTE--AZIMUTH MARK IS
 LY2430'BLOCKED AT STATION BY TREES.
 LY2430'
 LY2430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2430'2 MILES ESE OF MODENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4467 ***********************************************************************
 KV4467  DESIGNATION -  BARD 1903
 KV4467  PID         -  KV4467
 KV4467  STATE/COUNTY-  NY/RICHMOND
 KV4467  USGS QUAD   -  THE NARROWS (1981)
 KV4467
 KV4467                         *CURRENT SURVEY CONTROL
 KV4467  ___________________________________________________________________
 KV4467* NAD 83(1996)-  40 37 22.67306(N)    074 06 27.58658(W)     ADJUSTED  
 KV4467* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 KV4467  ___________________________________________________________________
 KV4467  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KV4467  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4467
 KV4467  HORZ ORDER  -  SECOND
 KV4467
 KV4467.The horizontal coordinates were established by classical geodetic methods
 KV4467.and adjusted by the National Geodetic Survey in January 1999..
 KV4467
 KV4467.The orthometric height was scaled from a topographic map.
 KV4467
 KV4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4467
 KV4467.The geoid height was determined by GEOID03.
 KV4467
 KV4467;                    North         East     Units Scale Factor Converg.
 KV4467;SPC NY L     -    50,675.418   290,890.316   MT  1.00000272   -0 04 13.5
 KV4467;SPC NY L     -   166,257.60    954,362.65   sFT  1.00000272   -0 04 13.5
 KV4467;SPC NJ       -   198,755.879   183,193.455   MT  0.99991356   +0 15 19.6
 KV4467;SPC NJ       -   652,084.91    601,027.19   sFT  0.99991356   +0 15 19.6
 KV4467;SPC NY E     -   198,755.879   183,193.455   MT  0.99991356   +0 15 19.6
 KV4467;SPC NY E     -   652,084.91    601,027.19   sFT  0.99991356   +0 15 19.6
 KV4467;UTM  18      - 4,497,286.612   575,473.401   MT  0.99967011   +0 34 51.6
 KV4467
 KV4467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4467!SPC NY L     -   0.99999333  x   1.00000272  =   0.99999605
 KV4467!SPC NJ       -   0.99999333  x   0.99991356  =   0.99990689
 KV4467!SPC NY E     -   0.99999333  x   0.99991356  =   0.99990689
 KV4467!UTM  18      -   0.99999333  x   0.99967011  =   0.99966344
 KV4467
 KV4467:                Primary Azimuth Mark                     Grid Az
 KV4467:SPC NY L     -  BOGART                                   196 30 56.7
 KV4467:SPC NJ       -  BOGART                                   196 11 23.6
 KV4467:SPC NY E     -  BOGART                                   196 11 23.6
 KV4467:UTM  18      -  BOGART                                   195 51 51.6
 KV4467
 KV4467|---------------------------------------------------------------------|
 KV4467| PID    Reference Object                     Distance      Geod. Az  |
 KV4467|                                                           dddmmss.s |
 KV4467| KV3473 BOGART                              APPROX. 2.4 KM 1962643.2 |
 KV4467|---------------------------------------------------------------------|
 KV4467
 KV4467                          SUPERSEDED SURVEY CONTROL
 KV4467
 KV4467  NAD 83(1986)-  40 37 22.67282(N)    074 06 27.58616(W) AD(       ) 2
 KV4467  NAD 27      -  40 37 22.30000(N)    074 06 29.07400(W) AD(       ) 2
 KV4467
 KV4467.Superseded values are not recommended for survey control.
 KV4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4467.See file dsdata.txt to determine how the superseded data were derived.
 KV4467
 KV4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7547397287(NAD 83)
 KV4467_MARKER: B = BOLT
 KV4467_SETTING: 66 = SET IN ROCK OUTCROP
 KV4467_SP_SET: SET IN ROCK OUTCROP
 KV4467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV4467+STABILITY: POSITION/ELEVATION WELL
 KV4467
 KV4467  HISTORY     - Date     Condition        Report By
 KV4467  HISTORY     - 1903     MONUMENTED       CGS
 KV4467  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4467
 KV4467                          STATION DESCRIPTION
 KV4467
 KV4467'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4467'THIS STATION IS A 15-FOOT TRIPOD AND SCAFFOLD SITUATED IN A FIELD
 KV4467'OF BRUSHWOOD IN BLOCK BOUNDED BY BARD, BEMENT, AND FOREST
 KV4467'AVENUES.
 KV4467'
 KV4467'THE STATION IS MARKED WITH THE REGULAR U.S.C. AND G.S. BRASS
 KV4467'MARKING BOLT SET IN ROCK.  THE EXACT POINT IS A SMALL HOLE
 KV4467'DRILLED IN TOP OF BOLT.
 KV4467'
 KV4467'REACHED BY PORT RICHMOND TROLLEY TO CLOVE ROAD, WALKING W TO
 KV4467'BARD AVENUE, THENCE ACROSS FIELD TO STATION.
 KV4467
 KV4467                          STATION RECOVERY (1931)
 KV4467
 KV4467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4467'STATION LOST.  A THROUGH SEARCH IN 1930 AND AGAIN IN 1931 FAILED
 KV4467'TO DISCLOSE THE STATION MARK (AN OLD-SYTLE C. AND G.S. BRASS
 KV4467'MARKING BOLT SET IN A ROCK).  INASMUCH AS THIS LOCALITY IS STREWN
 KV4467'WITH BOULDERS AND SHOWS EVIDENCE OF EXTREME BLASTING, THE MARK
 KV4467'HAS PROBABLY BEEN BLASTED OUT OR COVERED OVER.  AS NO REFERENCE
 KV4467'TIE-INS WERE SECURED AT THE TIME OF ESTABLISHMENT, AND THE
 KV4467'SINGLE PRIMARY TRAVERSE TIE-IN LATER OBTAINED BY THE BOROUGH IS
 KV4467'INSUFFICIENT FOR RECOVERY, FURTHER SEARCH IS DEEMED USELESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1436 ***********************************************************************
 LX1436  DESIGNATION -  BARDS ROCK 2 RESET
 LX1436  PID         -  LX1436
 LX1436  STATE/COUNTY-  NY/DUTCHESS
 LX1436  USGS QUAD   -  HYDE PARK (1997)
 LX1436
 LX1436                         *CURRENT SURVEY CONTROL
 LX1436  ___________________________________________________________________
 LX1436* NAD 83(1996)-  41 48 16.49973(N)    073 56 41.97532(W)     ADJUSTED  
 LX1436* NAVD 88     -         1.659  (meters)       5.44   (feet)  ADJUSTED  
 LX1436  ___________________________________________________________________
 LX1436  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 LX1436  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX1436  DYNAMIC HT  -           1.658 (meters)       5.44  (feet)  COMP
 LX1436  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX1436
 LX1436  HORZ ORDER  -  THIRD
 LX1436  VERT ORDER  -  FIRST     CLASS II
 LX1436
 LX1436.The horizontal coordinates were established by classical geodetic methods
 LX1436.and adjusted by the National Geodetic Survey in January 1999..
 LX1436
 LX1436.The orthometric height was determined by differential leveling
 LX1436.and adjusted by the National Geodetic Survey in June 1991..
 LX1436
 LX1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1436
 LX1436.The geoid height was determined by GEOID03.
 LX1436
 LX1436.The dynamic height is computed by dividing the NAVD 88
 LX1436.geopotential number by the normal gravity value computed on the
 LX1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1436.degrees latitude (g = 980.6199 gals.).
 LX1436
 LX1436.The modeled gravity was interpolated from observed gravity values.
 LX1436
 LX1436;                    North         East     Units Scale Factor Converg.
 LX1436;SPC NY E     -   330,045.907   196,118.629   MT  0.99992616   +0 22 11.9
 LX1436;SPC NY E     - 1,082,825.61    643,432.54   sFT  0.99992616   +0 22 11.9
 LX1436;UTM  18      - 4,628,617.589   587,640.534   MT  0.99969452   +0 42 11.9
 LX1436
 LX1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1436!SPC NY E     -   1.00000471  x   0.99992616  =   0.99993087
 LX1436!UTM  18      -   1.00000471  x   0.99969452  =   0.99969923
 LX1436
 LX1436|---------------------------------------------------------------------|
 LX1436| PID    Reference Object                     Distance      Geod. Az  |
 LX1436|                                                           dddmmss.s |
 LX1436| CB2701 BARDS ROCK 2 WM A CROSS               3.450 METERS 06013     |
 LX1436| LX1435 BARDS ROCK 2 RM 2                     3.450 METERS 09730     |
 LX1436| CB2702 BARDS ROCK 2 WM B CROSS               4.440 METERS 13111     |
 LX1436| CB2703 BARDS ROCK 2 WM C                    16.500 METERS 15332     |
 LX1436| LX4567 W PARK HOLY CROSS MONAST CUP        APPROX. 1.0 KM 2584741.2 |
 LX1436| LX4566 PROTESTANT EPIS MISSION FLAG        APPROX. 1.2 KM 3042621.5 |
 LX1436| LX1437 BARDS ROCK 2 RM 1                     8.240 METERS 35814     |
 LX1436|---------------------------------------------------------------------|
 LX1436
 LX1436                          SUPERSEDED SURVEY CONTROL
 LX1436
 LX1436  NAD 83(1986)-  41 48 16.50152(N)    073 56 41.97549(W) AD(       ) 3
 LX1436  NAD 27      -  41 48 16.16800(N)    073 56 43.48200(W) AD(       ) 3
 LX1436  NGVD 29 (??/??/92)    1.920  (m)            6.30   (f) ADJ UNCH    1 2
 LX1436
 LX1436.Superseded values are not recommended for survey control.
 LX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1436.See file dsdata.txt to determine how the superseded data were derived.
 LX1436
 LX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8764128618(NAD 83)
 LX1436_MARKER: DS = TRIANGULATION STATION DISK
 LX1436_SETTING: 66 = SET IN ROCK OUTCROP
 LX1436_SP_SET: ROCK LEDGE
 LX1436_STAMPING: BARDS ROCK 2 RESET 1933
 LX1436_MARK LOGO: CGS   
 LX1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1436+STABILITY: POSITION/ELEVATION WELL
 LX1436
 LX1436  HISTORY     - Date     Condition        Report By
 LX1436  HISTORY     - 1933     MONUMENTED       CGS
 LX1436  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX1436  HISTORY     - 1955     GOOD             NGS
 LX1436  HISTORY     - 1983     GOOD             USPSQD
 LX1436  HISTORY     - 19931104 GOOD             LOCENG
 LX1436
 LX1436                          STATION DESCRIPTION
 LX1436
 LX1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX1436'THIS WAS THOUGHT TO BE THE OLD STATION ESTABLISHED BY E. BLUNT
 LX1436'IN 1854.  A RECOVERY NOTE IS BEING FORWARDED.  THE STATION WAS
 LX1436'RE-MARKED BY A STANDARD DISK STAMPED BARDS ROCK 1854-1933 CEMENTED
 LX1436'IN THE DRILL HOLE IN THE OUTCROPPING ROCK.  REFERENCE MARKS 1
 LX1436'AND 2 ARE STANDARD DISKS CEMENTED IN DRILL HOLES.  WITNESS MARKS
 LX1436'A AND B ARE OLD CROSSES CUT IN THE ROCK.  THE STATION IS ON THE E
 LX1436'SHORE OF THE HUDSON RIVER ON THE POINT OF LAND SHOWN ON THE
 LX1436'CHART AS AND LOCALLY KNOWN AS BARDS ROCK WHICH IS NOW A PART OF
 LX1436'THE ESTATE OF FRED VANDERBILT.
 LX1436'
 LX1436'THE STATION IS 1.3 METERS E OF HIGH WATER AND 30.6 METERS FROM
 LX1436'THE NE CORNER OF MR. VANDERBILTS BOATHOUSE.  SEE SKETCH AND
 LX1436'RECOVERY NOTE.
 LX1436'
 LX1436'LATER COMPUTATIONS DISCLOSE THAT THIS IS NOT BARDS ROCK 1854, SO
 LX1436'IT HAS BEEN GIVEN SUBSCRIPT 2.
 LX1436'
 LX1436'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX1436
 LX1436                          STATION RECOVERY (1935)
 LX1436
 LX1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX1436'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX1436
 LX1436                          STATION RECOVERY (1955)
 LX1436
 LX1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1436'1.4 MI N FROM HYDE PARK.
 LX1436'ABOUT 1.35 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1436'FROM THE STATION AT HYDE PARK, THENCE ABOUT 0.1 MILE WEST-SOUTHWEST
 LX1436'ALONG A ROAD, ABOUT 177 YARDS WEST-SOUTHWEST OF OVERPASS NO. 224
 LX1436'OVER THE TRACKS, SET IN THE TOP OF AN OUTCROPPING ROCK LEDGE,
 LX1436'84 FEET WEST OF CENTER LINE OF ROAD, 116 FEET NORTH-NORTHWEST OF
 LX1436'END OF ROAD, 27 1/2 FEET SOUTH OF RM NO. 1, 11 1/2 FEET WEST OF
 LX1436'RM NO. 2, 4 FEET EAST OF WEST EDGE OF ROCK LEDGE AND SET IN A
 LX1436'DRILL HOLE.
 LX1436
 LX1436                          STATION RECOVERY (1983)
 LX1436
 LX1436'RECOVERY NOTE BY US POWER SQUADRON 1983 (WWM)
 LX1436'BARDS ROCK 2 1854 1933 RECOVERED GOOD UNDISTURBED.
 LX1436'
 LX1436'THIS STATION IS IN ORIGINAL CONDITION WITH A GOOD VIEW OF THE
 LX1436'STATIONS BILL, BETTY AND COPPER ACROSS THE HUDSON RIVER.  IT IS
 LX1436'LOCATED ABOUT ONE MILE SOUTH OF ESOPUS ISLAND ON A ROCK IN THE EAST
 LX1436'BANK OF THE HUDSON AND ABOUT 1/3 MILE WEST US ROUTE 9 ABOUT 1 MILE
 LX1436'NORTH HYDE PARK.  A PHOTO IS ENCLOSED.
 LX1436
 LX1436                          STATION RECOVERY (1993)
 LX1436
 LX1436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (DRS)
 LX1436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1437 ***********************************************************************
 LX1437  DESIGNATION -  BARDS ROCK 2 RM 1
 LX1437  PID         -  LX1437
 LX1437  STATE/COUNTY-  NY/DUTCHESS
 LX1437  USGS QUAD   -  HYDE PARK (1997)
 LX1437
 LX1437                         *CURRENT SURVEY CONTROL
 LX1437  ___________________________________________________________________
 LX1437* NAD 83(1986)-  41 48 16.     (N)    073 56 41.     (W)     SCALED    
 LX1437* NAVD 88     -         1.150  (meters)       3.77   (feet)  ADJUSTED  
 LX1437  ___________________________________________________________________
 LX1437  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX1437  DYNAMIC HT  -           1.149 (meters)       3.77  (feet)  COMP
 LX1437  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX1437
 LX1437  VERT ORDER  -  FIRST     CLASS II
 LX1437
 LX1437.The horizontal coordinates were scaled from a topographic map and have
 LX1437.an estimated accuracy of +/- 6 seconds.
 LX1437
 LX1437.The orthometric height was determined by differential leveling
 LX1437.and adjusted by the National Geodetic Survey in June 1991..
 LX1437
 LX1437.The geoid height was determined by GEOID03.
 LX1437
 LX1437.The dynamic height is computed by dividing the NAVD 88
 LX1437.geopotential number by the normal gravity value computed on the
 LX1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1437.degrees latitude (g = 980.6199 gals.).
 LX1437
 LX1437.The modeled gravity was interpolated from observed gravity values.
 LX1437
 LX1437;                    North         East    Units  Estimated Accuracy
 LX1437;SPC NY E     -   330,030.      196,140.      MT  (+/- 180 meters Scaled)
 LX1437
 LX1437                          SUPERSEDED SURVEY CONTROL
 LX1437
 LX1437  NGVD 29 (??/??/92)    1.410  (m)            4.63   (f) ADJ UNCH    1 2
 LX1437
 LX1437.Superseded values are not recommended for survey control.
 LX1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1437.See file dsdata.txt to determine how the superseded data were derived.
 LX1437
 LX1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM876286(NAD 83)
 LX1437_MARKER: DB = BENCH MARK DISK
 LX1437_SETTING: 66 = SET IN ROCK OUTCROP
 LX1437_SP_SET: ROCK LEDGE
 LX1437_STAMPING: BARDS ROCK 2 1 1854 1933
 LX1437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1437+STABILITY: POSITION/ELEVATION WELL
 LX1437
 LX1437  HISTORY     - Date     Condition        Report By
 LX1437  HISTORY     - 1933     MONUMENTED       CGS
 LX1437  HISTORY     - 1955     GOOD             NGS
 LX1437  HISTORY     - 1975     GOOD             NGS
 LX1437
 LX1437                          STATION DESCRIPTION
 LX1437
 LX1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1437'1.4 MI N FROM HYDE PARK.
 LX1437'ABOUT 1.35 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1437'FROM THE STATION AT HYDE PARK, THENCE ABOUT 0.1 MILE WEST AND
 LX1437'SOUTHWEST ALONG A ROAD, IN THE TOP OF AN OUTCROPPING ROCK LEDGE,
 LX1437'31 FEET NORTHWEST OF RM NO. 2, 27 1/2 NORTH OF THE STATION
 LX1437'MARK, 3 1/2 FEET EAST OF WEST EDGE OF LEDGE AND ABOUT 5 FEET
 LX1437'ABOVE WATER LEVEL OF HUDSON RIVER.
 LX1437
 LX1437                          STATION RECOVERY (1975)
 LX1437
 LX1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LX1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1435 ***********************************************************************
 LX1435  DESIGNATION -  BARDS ROCK 2 RM 2
 LX1435  PID         -  LX1435
 LX1435  STATE/COUNTY-  NY/DUTCHESS
 LX1435  USGS QUAD   -  HYDE PARK (1997)
 LX1435
 LX1435                         *CURRENT SURVEY CONTROL
 LX1435  ___________________________________________________________________
 LX1435* NAD 83(1986)-  41 48 16.     (N)    073 56 41.     (W)     SCALED    
 LX1435* NAVD 88     -         2.747  (meters)       9.01   (feet)  ADJUSTED  
 LX1435  ___________________________________________________________________
 LX1435  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX1435  DYNAMIC HT  -           2.746 (meters)       9.01  (feet)  COMP
 LX1435  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX1435
 LX1435  VERT ORDER  -  FIRST     CLASS II
 LX1435
 LX1435.The horizontal coordinates were scaled from a topographic map and have
 LX1435.an estimated accuracy of +/- 6 seconds.
 LX1435
 LX1435.The orthometric height was determined by differential leveling
 LX1435.and adjusted by the National Geodetic Survey in June 1991..
 LX1435
 LX1435.The geoid height was determined by GEOID03.
 LX1435
 LX1435.The dynamic height is computed by dividing the NAVD 88
 LX1435.geopotential number by the normal gravity value computed on the
 LX1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1435.degrees latitude (g = 980.6199 gals.).
 LX1435
 LX1435.The modeled gravity was interpolated from observed gravity values.
 LX1435
 LX1435;                    North         East    Units  Estimated Accuracy
 LX1435;SPC NY E     -   330,030.      196,140.      MT  (+/- 180 meters Scaled)
 LX1435
 LX1435                          SUPERSEDED SURVEY CONTROL
 LX1435
 LX1435  NGVD 29 (??/??/92)    3.008  (m)            9.87   (f) ADJ UNCH    1 2
 LX1435
 LX1435.Superseded values are not recommended for survey control.
 LX1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1435.See file dsdata.txt to determine how the superseded data were derived.
 LX1435
 LX1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM876286(NAD 83)
 LX1435_MARKER: DR = REFERENCE MARK DISK
 LX1435_SETTING: 66 = SET IN ROCK OUTCROP
 LX1435_SP_SET: ROCK LEDGE
 LX1435_STAMPING: BARDS ROCK 2 2 1854 1933
 LX1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1435+STABILITY: POSITION/ELEVATION WELL
 LX1435
 LX1435  HISTORY     - Date     Condition        Report By
 LX1435  HISTORY     - 1933     MONUMENTED       CGS
 LX1435  HISTORY     - 1955     GOOD             NGS
 LX1435
 LX1435                          STATION DESCRIPTION
 LX1435
 LX1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1435'1.4 MI N FROM HYDE PARK.
 LX1435'ABOUT 1.35 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1435'FROM THE STATION AT HYDE PARK, THENCE ABOUT 0.1 MILE WEST AND
 LX1435'SOUTHWEST ALONG A ROAD, SET IN THE TOP OF A ROCK LEDGE, 31
 LX1435'FEET SOUTHEAST OF RM NO. 1, 11 1/2 FEET EAST OF STATION MARK,
 LX1435'15 1/2 FEET EAST OF WEST EDGE OF LEDGE AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2685 ***********************************************************************
 KU2685  DESIGNATION -  BARGE
 KU2685  PID         -  KU2685
 KU2685  STATE/COUNTY-  NY/SUFFOLK
 KU2685  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2685
 KU2685                         *CURRENT SURVEY CONTROL
 KU2685  ___________________________________________________________________
 KU2685* NAD 83(1996)-  40 56 05.28236(N)    073 26 18.24787(W)     ADJUSTED  
 KU2685* NAVD 88     -                                                        
 KU2685  ___________________________________________________________________
 KU2685  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 KU2685  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 KU2685
 KU2685  HORZ ORDER  -  THIRD
 KU2685
 KU2685.The horizontal coordinates were established by classical geodetic methods
 KU2685.and adjusted by the National Geodetic Survey in January 1999..
 KU2685
 KU2685
 KU2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2685
 KU2685.The geoid height was determined by GEOID03.
 KU2685
 KU2685;                    North         East     Units Scale Factor Converg.
 KU2685;SPC NY L     -    85,450.589   347,296.153   MT  0.99999599   +0 22 02.4
 KU2685;SPC NY L     -   280,349.14  1,139,420.80   sFT  0.99999599   +0 22 02.4
 KU2685;SPC CT       -   163,899.893   246,823.174   MT  1.00003738   -0 27 23.2
 KU2685;SPC CT       -   537,728.23    809,785.70   sFT  1.00003738   -0 27 23.2
 KU2685;UTM  18      - 4,532,693.326   631,464.435   MT  0.99981272   +1 01 23.9
 KU2685
 KU2685                          SUPERSEDED SURVEY CONTROL
 KU2685
 KU2685  NAD 83(1996)-  40 56 05.28411(N)    073 26 18.24816(W) AD(       ) 4
 KU2685  NAD 83(1992)-  40 56 05.28238(N)    073 26 18.24670(W) AD(       ) 4
 KU2685  NAD 83(1986)-  40 56 05.28408(N)    073 26 18.24915(W) AD(       ) 4
 KU2685  NAD 27      -  40 56 04.93700(N)    073 26 19.82400(W) AD(       ) 3
 KU2685
 KU2685.Superseded values are not recommended for survey control.
 KU2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2685.See file dsdata.txt to determine how the superseded data were derived.
 KU2685
 KU2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3146432693(NAD 83)
 KU2685
 KU2685  HISTORY     - Date     Condition        Report By
 KU2685  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2685
 KU2685                          STATION DESCRIPTION
 KU2685
 KU2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2685'STATION IS A TRIPOD SIGNAL BUILT ON THE SE CORNER OF A DERELICT
 KU2685'BARGE ON THE BEACH ON THE NW CORNER OF E FORT POINT.  THE BARGE IS
 KU2685'BOTTOM SIDE UP AND IS FIRMLY EMBEDDED IN THE SAND AND BOULDERS.
 KU2685'DURING THE SEASON THE TRIPOD WAS TORN DOWN BY A CREW WHO WERE
 KU2685'WRECKING THE BOTTOM PLANKING, AND THE SE CORNER, WHICH WAS THE
 KU2685'HIGHEST, WAS USED FOR THE REST OF THE SEASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4395 ***********************************************************************
 KV4395  DESIGNATION -  BARGE USE 1913
 KV4395  PID         -  KV4395
 KV4395  STATE/COUNTY-  NY/NEW YORK
 KV4395  USGS QUAD   -  JERSEY CITY (1981)
 KV4395
 KV4395                         *CURRENT SURVEY CONTROL
 KV4395  ___________________________________________________________________
 KV4395* NAD 83(1996)-  40 42 03.47692(N)    074 00 51.86785(W)     ADJUSTED  
 KV4395* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4395  ___________________________________________________________________
 KV4395  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 KV4395  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4395
 KV4395  HORZ ORDER  -  THIRD
 KV4395
 KV4395.The horizontal coordinates were established by classical geodetic methods
 KV4395.and adjusted by the National Geodetic Survey in January 1999..
 KV4395
 KV4395.The orthometric height was scaled from a topographic map.
 KV4395
 KV4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4395
 KV4395.The geoid height was determined by GEOID03.
 KV4395
 KV4395;                    North         East     Units Scale Factor Converg.
 KV4395;SPC NY E     -   207,456.232   191,035.455   MT  0.99992072   +0 18 60.0
 KV4395;SPC NY E     -   680,629.32    626,755.49   sFT  0.99992072   +0 18 60.0
 KV4395;SPC NJ       -   207,456.232   191,035.455   MT  0.99992072   +0 18 60.0
 KV4395;SPC NJ       -   680,629.32    626,755.49   sFT  0.99992072   +0 18 60.0
 KV4395;UTM  18      - 4,506,029.325   583,263.932   MT  0.99968533   +0 38 33.9
 KV4395
 KV4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4395!SPC NY E     -   1.00000458  x   0.99992072  =   0.99992530
 KV4395!SPC NJ       -   1.00000458  x   0.99992072  =   0.99992530
 KV4395!UTM  18      -   1.00000458  x   0.99968533  =   0.99968991
 KV4395
 KV4395:                Primary Azimuth Mark                     Grid Az
 KV4395:SPC NY E     -  SEAMANS INSTITUTE USE                    067 50 11.7
 KV4395:SPC NJ       -  SEAMANS INSTITUTE USE                    067 50 11.7
 KV4395:UTM  18      -  SEAMANS INSTITUTE USE                    067 30 37.8
 KV4395
 KV4395|---------------------------------------------------------------------|
 KV4395| PID    Reference Object                     Distance      Geod. Az  |
 KV4395|                                                           dddmmss.s |
 KV4395| KV4367 SEAMANS INSTITUTE USE               472.097 METERS 0680911.7 |
 KV4395| KV4403 NY GRAIN ELEV FLAGPOLE              APPROX. 3.6 KM 1693422.0 |
 KV4395| KV4410 STATUE OF LIBERTY                   APPROX. 2.9 KM 2424816.8 |
 KV4395|---------------------------------------------------------------------|
 KV4395
 KV4395                          SUPERSEDED SURVEY CONTROL
 KV4395
 KV4395  NAD 83(1996)-  40 42 03.47666(N)    074 00 51.86850(W) AD(       ) 3
 KV4395  NAD 83(1992)-  40 42 03.47605(N)    074 00 51.86899(W) AD(       ) 3
 KV4395  NAD 83(1986)-  40 42 03.47743(N)    074 00 51.86884(W) AD(       ) 3
 KV4395  NAD 27      -  40 42 03.11000(N)    074 00 53.36400(W) AD(       ) 3
 KV4395
 KV4395.Superseded values are not recommended for survey control.
 KV4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4395.See file dsdata.txt to determine how the superseded data were derived.
 KV4395
 KV4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8326406029(NAD 83)
 KV4395_MARKER: N = NAIL
 KV4395_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4395
 KV4395  HISTORY     - Date     Condition        Report By
 KV4395  HISTORY     - 1931     MONUMENTED       USE
 KV4395
 KV4395                          STATION DESCRIPTION
 KV4395
 KV4395'DESCRIBED BY US ENGINEERS 1931 (RWW)
 KV4395'THIS STATION IS ON THE BATTERY WATERFRONT, ATOP THE CUSTOMS
 KV4395'BUILDING, THE WESTERNMOST SECTION OF THE SOUTH FERRY BUILDING
 KV4395'GROUP.  IT IS ON THE WESTERN PART OF THE FLAT ROOF WHICH
 KV4395'SURROUNDS A CENTRAL OPEN COURT.
 KV4395'
 KV4395'STATION IS MARKED BY THE 3/8-INCH HEAD OF A COPPER NAIL SET
 KV4395'IN THE TOP OF A LOW PAT OF CONCRETE (1 INCH HIGH BY 8 INCHES IN
 KV4395'DIAMETER) RESTING ON THE TAR AND GRAVEL ROOFING.  ROUGHLY MARKED
 KV4395'ATOP THE CONCRETE ARE A TRIANGLE SURROUNDING THE CENTER NAIL
 KV4395'AND THE LETTERS U.S.E.D.  NO REFERENCE MARKS WERE
 KV4395'PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--NORMAL
 KV4395'TO VERTICAL EDGE OF STONE PARAPET COPING TO E, 1.82 METERS.
 KV4395'NORMAL TO VERTICAL EDGE OF ROUNDED TILE COPING TO W, 3.15 METERS.
 KV4395'TO NEAR CIRCUMFERENCE OF NEARER OF 2 VENT-PIPES TO S, 5.15
 KV4395'METERS.  TO NEAR CIRCUMFERENCE OF SINGLE VENT-PIPE TO N,
 KV4395'5.77 METERS.  TO SE CORNER OF N VENTILATOR, 4.21 METERS.  TO
 KV4395'NE CORNER OF S VENTILATOR, 9.30 METERS.  TO PENTHOUSE
 KV4395'CORNER TO SOUTHWARD, 6.92 METERS.
 KV4395'
 KV4395'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4395'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP
 KV4395'ON THE TAR AND GRAVEL ROOFING.  AN OBSERVERS PLATFORM IS NOT
 KV4395'NECESSARY.
 KV4395'
 KV4395'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1252 ***********************************************************************
 NC1252  DESIGNATION -  BARIE
 NC1252  PID         -  NC1252
 NC1252  STATE/COUNTY-  NY/ERIE
 NC1252  USGS QUAD   -  SPRINGVILLE (1954)
 NC1252
 NC1252                         *CURRENT SURVEY CONTROL
 NC1252  ___________________________________________________________________
 NC1252* NAD 83(1996)-  42 31 00.55155(N)    078 39 20.54396(W)     ADJUSTED  
 NC1252* NAVD 88     -       424.7    (meters)    1393.     (feet)  VERTCON   
 NC1252  ___________________________________________________________________
 NC1252  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NC1252  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NC1252
 NC1252  HORZ ORDER  -  FIRST
 NC1252
 NC1252.The horizontal coordinates were established by classical geodetic methods
 NC1252.and adjusted by the National Geodetic Survey in January 1999..
 NC1252
 NC1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1252
 NC1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1252
 NC1252.The geoid height was determined by GEOID03.
 NC1252
 NC1252;                    North         East     Units Scale Factor Converg.
 NC1252;SPC NY W     -   279,500.393   344,052.951   MT  0.99993793   -0 02 56.1
 NC1252;SPC NY W     -   916,994.21  1,128,780.39   sFT  0.99993793   -0 02 56.1
 NC1252;UTM  17      - 4,709,823.964   692,574.628   MT  1.00005629   +1 35 05.2
 NC1252
 NC1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1252!SPC NY W     -   0.99993867  x   0.99993793  =   0.99987660
 NC1252!UTM  17      -   0.99993867  x   1.00005629  =   0.99999495
 NC1252
 NC1252|---------------------------------------------------------------------|
 NC1252| PID    Reference Object                     Distance      Geod. Az  |
 NC1252|                                                           dddmmss.s |
 NC1252| CZ9726 BARIE RM 1                           22.528 METERS 00637     |
 NC1252| NC1254 SPRINGVILLE NE TANK                 214.516 METERS 00923     |
 NC1252| CZ9727 BARIE RM 2                           27.247 METERS 11649     |
 NC1252| NC1261 SPRINGVILLE W TANK                  APPROX. 1.9 KM 2523300.0 |
 NC1252| CZ9728 BARIE RM 3                                         3595248.0 |
 NC1252|---------------------------------------------------------------------|
 NC1252
 NC1252                          SUPERSEDED SURVEY CONTROL
 NC1252
 NC1252  NAD 83(1986)-  42 31 00.55786(N)    078 39 20.54007(W) AD(       ) 1
 NC1252  NAD 27      -  42 31 00.33493(N)    078 39 21.44835(W) AD(       ) 1
 NC1252  NGVD 29 (07/19/86)  424.9    (m)         1394.     (f) VERT ANG       
 NC1252
 NC1252.Superseded values are not recommended for survey control.
 NC1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1252.See file dsdata.txt to determine how the superseded data were derived.
 NC1252
 NC1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9257509824(NAD 83)
 NC1252_MARKER: DS = TRIANGULATION STATION DISK
 NC1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1252
 NC1252  HISTORY     - Date     Condition        Report By
 NC1252  HISTORY     - 1973     MONUMENTED       NGS
 NC1252  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 NC1252
 NC1252                          STATION DESCRIPTION
 NC1252
 NC1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1252'THE STATION IS LOCATED 6 MILES EAST OF WOODSIDE, 2-1/2 MILES
 NC1252'SOUTH OF EAST CONCORD, ON THE NORTHEAST EDGE OF SPRINGVILLE AND
 NC1252'ON PROPERTY OF THE NEWMAN STREET SCHOOL.
 NC1252'
 NC1252'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 240
 NC1252'AND 39 ON THE EAST EDGE OF SPRINGVILLE, GO WEST ON HIGHWAY 39
 NC1252'FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 NC1252'NEWMAN STREET FOR 0.55 MILE TO THE STATION ON THE RIGHT AS
 NC1252'DESCRIBED.
 NC1252'
 NC1252'STATION MARK, STAMPED BARIE 1973 IS A STANDARD DISK SET IN A
 NC1252'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 54 FEET
 NC1252'EAST OF THE CENTER OF NEWMAN STREET, 36 FEET NORTH OF A POWER
 NC1252'POLE AND 27 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 NC1252'
 NC1252'REFERENCE MARK 1, STAMPED BARIE NO 1 1973 IS A STANDARD DISK
 NC1252'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 25 FEET
 NC1252'SOUTH OF THE CENTER OF A PAVED DRIVEWAY, 18.5 FEET NORTHEAST OF
 NC1252'A METAL LIGHT POLE AND 1 FOOT NORTH OF THE SOUTH EDGE OF THE
 NC1252'CONCRETE SIDEWALK.
 NC1252'
 NC1252'REFERENCE MARK 2, STAMPED BARIE NO 2 1973 IS A STANDARD DISK
 NC1252'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NC1252'GROUND.  IT IS 19 FEET NORTH OF THE CENTER OF A FIELD ROAD, 12
 NC1252'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 6 FEET NORTH OF A
 NC1252'HEDGE ROW.
 NC1252'
 NC1252'REFERENCE MARK 3, STAMPED BARIE NO 3 1973 IS A STANDARD DISK SET
 NC1252'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 47
 NC1252'FEET SOUTH OF THE CENTER OF NORTH STREET, 3.5 FEET WEST OF A
 NC1252'METAL WITNESS POST AND 2.5 FEET EAST OF A POWER POLE.
 NC1252'
 NC1252'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON NEWMAN
 NC1252'STREET FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO WEST
 NC1252'ON NORTH STREET FOR 0.05 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NC1252'
 NC1252'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 NC1252
 NC1252                          STATION RECOVERY (2004)
 NC1252
 NC1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC1252'LOCATION OF THE STATION IS NOW ON THE GROUNDS OF SPRINGVILLE MIDDLE
 NC1252'SCHOOL PROPERTY AND MAY BE PAVED OVER BY A DRIVEWAY OR OR COVERD BY
 NC1252'NEW GRADED AREAS. RM 1 FOUND GOOD, RM 3 FOUND GOOD, RM 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2967 ***********************************************************************
 KU2967  DESIGNATION -  BARKER
 KU2967  PID         -  KU2967
 KU2967  STATE/COUNTY-  NY/NASSAU
 KU2967  USGS QUAD   -  SEA CLIFF (1979)
 KU2967
 KU2967                         *CURRENT SURVEY CONTROL
 KU2967  ___________________________________________________________________
 KU2967* NAD 83(1996)-  40 50 58.42016(N)    073 44 14.81324(W)     ADJUSTED  
 KU2967* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU2967  ___________________________________________________________________
 KU2967  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 KU2967  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU2967
 KU2967  HORZ ORDER  -  THIRD
 KU2967
 KU2967.The horizontal coordinates were established by classical geodetic methods
 KU2967.and adjusted by the National Geodetic Survey in January 1999..
 KU2967
 KU2967.The orthometric height was scaled from a topographic map.
 KU2967
 KU2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2967
 KU2967.The geoid height was determined by GEOID03.
 KU2967
 KU2967;                    North         East     Units Scale Factor Converg.
 KU2967;SPC NY L     -    75,866.200   322,139.854   MT  0.99999490   +0 10 18.2
 KU2967;SPC NY L     -   248,904.36  1,056,887.17   sFT  0.99999490   +0 10 18.2
 KU2967;SPC NY E     -   224,122.497   214,296.945   MT  0.99995087   +0 29 55.6
 KU2967;SPC NY E     -   735,308.56    703,072.56   sFT  0.99995087   +0 29 55.6
 KU2967;UTM  18      - 4,522,824.159   606,424.869   MT  0.99973940   +0 49 33.2
 KU2967
 KU2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2967!SPC NY L     -   1.00000400  x   0.99999490  =   0.99999890
 KU2967!SPC NY E     -   1.00000400  x   0.99995087  =   0.99995487
 KU2967!UTM  18      -   1.00000400  x   0.99973940  =   0.99974340
 KU2967
 KU2967|---------------------------------------------------------------------|
 KU2967| PID    Reference Object                     Distance      Geod. Az  |
 KU2967|                                                           dddmmss.s |
 KU2967| CB6595 BARKER RM 1                           8.282 METERS 04002     |
 KU2967| CB6597 BARKER 2 RM 3                        18.242 METERS 15423     |
 KU2967| KU3057 BARKER 2                             36.322 METERS 15431     |
 KU2967| KU3798 HART ISLAND BEACON                  APPROX. 2.5 KM 2581026.8 |
 KU2967| KU3086 EXECUTION ROCKS LIGHTHOUSE          APPROX. 3.2 KM 3593632.8 |
 KU2967|---------------------------------------------------------------------|
 KU2967
 KU2967                          SUPERSEDED SURVEY CONTROL
 KU2967
 KU2967  NAD 83(1996)-  40 50 58.42147(N)    073 44 14.81331(W) AD(       ) 3
 KU2967  NAD 83(1992)-  40 50 58.41947(N)    073 44 14.81650(W) AD(       ) 3
 KU2967  NAD 83(1986)-  40 50 58.42230(N)    073 44 14.81562(W) AD(       ) 3
 KU2967  NAD 27      -  40 50 58.05900(N)    073 44 16.33800(W) AD(       ) 3
 KU2967
 KU2967.Superseded values are not recommended for survey control.
 KU2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2967.See file dsdata.txt to determine how the superseded data were derived.
 KU2967
 KU2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0642522824(NAD 83)
 KU2967_MARKER: DR = REFERENCE MARK DISK
 KU2967_SETTING: 66 = SET IN ROCK OUTCROP
 KU2967
 KU2967  HISTORY     - Date     Condition        Report By
 KU2967  HISTORY     - 1932     MONUMENTED       CGS
 KU2967  HISTORY     - 1934     GOOD             CGS
 KU2967  HISTORY     - 1970     GOOD             LOCENG
 KU2967  HISTORY     - 1970     GOOD             NGS
 KU2967
 KU2967                          STATION DESCRIPTION
 KU2967
 KU2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU2967'THIS STATION IS ON THE S SIDE OF LONG ISLAND SOUND, ON MANHASSET
 KU2967'NECK ON THE N EXTREMITY OF BARKER POINT IN THE ESTATE OF DONALD
 KU2967'H. COWL.  IT IS LOCATED ON THE HEADLAND APPROXIMATELY 75 FEET ABOVE
 KU2967'HIGH-WATER LINE AND APPROXIMATELY 5 METERS BACK FROM THE BLUFF
 KU2967'EDGE.  THERE ARE SEVERAL LOW WATER ROCKS AT THIS POINT.  ONE
 KU2967'LARGE WHITE BOULDER (BARING APPROXIMATELY 15 FEET AT HIGH-WATER
 KU2967'STAGES) LIES APPROXIMATELY 50 METERS OFF SHORE.
 KU2967'
 KU2967'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE REFERENCE DISK
 KU2967'STAMPED BARKER-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KU2967'THE TOP OF AN OUTCROPPING ROCK.  THERE IS ONE STANDARD C. AND
 KU2967'G.S. BRONZE REFERENCE DISK (NO.1) SIMILARLY PLACED IN ANOTHER
 KU2967'OUTCROPPING ROCK TO THE E.  NO OTHER REFERENCE MEASUREMENTS WERE
 KU2967'TAKEN.
 KU2967'
 KU2967'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD SET-UPS
 KU2967'ON THE ROCK.
 KU2967'
 KU2967'AN OBSERVERS PLATFORM IS NOT NECESSARY.
 KU2967'
 KU2967'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KU2967
 KU2967                          STATION RECOVERY (1934)
 KU2967
 KU2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU2967'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KU2967'
 KU2967'A 50-FOOT TOWER WAS ERECTED OVER STATION IN ORDER TO SEE STATIONS
 KU2967'IN MANHASSET BAY.
 KU2967
 KU2967                          STATION RECOVERY (1970)
 KU2967
 KU2967'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (AHR)
 KU2967'STATION RECOVERED BY LI LIGHT CO.
 KU2967'
 KU2967'BARKER RECOVERED
 KU2967'
 KU2967'R.M. 1 LOST
 KU2967'
 KU2967'STATION MARK RECOVERED BUT IS PRESENTLY WITHIN 3 FT OF THE EDGE OF
 KU2967'THE BLUFF.  R.M. 1 LOST DUE TO EROSION OF THE BLUFF.  STATION IS
 KU2967'LOCATED ON PRIVATE PROPERTY OF MR. A. LEWYT AND PERMISSION IS
 KU2967'NECESSARY.
 KU2967
 KU2967                          STATION RECOVERY (1970)
 KU2967
 KU2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KU2967'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER IS NOW ONLY
 KU2967'3 FEET FROM EDGE OF BLUFF, AND IN DANGER OF DESTRUCTION DUE TO
 KU2967'EROSION, SO A NEW STATION, BARKER 2, WAS ESTABLISHED NEARBY.  RM
 KU2967'NO. 1 HAS BEEN LOST DUE TO EROSION OF THE BLUFF.
 KU2967'
 KU2967'THE STATION MARK, A STANDARD DISK STAMPED BARKER 1932, CEMENTED
 KU2967'IN A DRILL HOLE IN A BOULDER FLUSH WITH GROUND, WAS LEFT IN PLACE
 KU2967'UNTIL IT BECOMES LOST DUE TO EROSION.
 KU2967'
 KU2967'FOR FURTHER INFORMATION SEE DESCRIPTION FOR BARKER 2.
 KU2967'
 KU2967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2967'3 MILES NW OF PORT WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2289 ***********************************************************************
 MZ2289  DESIGNATION -  BARKER
 MZ2289  PID         -  MZ2289
 MZ2289  STATE/COUNTY-  NY/GREENE
 MZ2289  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2289
 MZ2289                         *CURRENT SURVEY CONTROL
 MZ2289  ___________________________________________________________________
 MZ2289* NAD 83(1996)-  42 19 00.25922(N)    073 47 09.32452(W)     ADJUSTED  
 MZ2289* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 MZ2289  ___________________________________________________________________
 MZ2289  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 MZ2289  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2289
 MZ2289  HORZ ORDER  -  THIRD
 MZ2289
 MZ2289.The horizontal coordinates were established by classical geodetic methods
 MZ2289.and adjusted by the National Geodetic Survey in January 1999..
 MZ2289
 MZ2289.The orthometric height was scaled from a topographic map.
 MZ2289
 MZ2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2289
 MZ2289.The geoid height was determined by GEOID03.
 MZ2289
 MZ2289;                    North         East     Units Scale Factor Converg.
 MZ2289;SPC NY E     -   387,025.652   208,861.746   MT  0.99994262   +0 28 50.7
 MZ2289;SPC NY E     - 1,269,766.66    685,240.58   sFT  0.99994262   +0 28 50.7
 MZ2289;UTM  18      - 4,685,657.999   600,047.481   MT  0.99972316   +0 49 02.7
 MZ2289
 MZ2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2289!SPC NY E     -   1.00000263  x   0.99994262  =   0.99994525
 MZ2289!UTM  18      -   1.00000263  x   0.99972316  =   0.99972579
 MZ2289
 MZ2289:                Primary Azimuth Mark                     Grid Az
 MZ2289:SPC NY E     -  EMPIRE BRICK CO IRON STACK               025 54 04.5
 MZ2289:UTM  18      -  EMPIRE BRICK CO IRON STACK               025 33 52.5
 MZ2289
 MZ2289|---------------------------------------------------------------------|
 MZ2289| PID    Reference Object                     Distance      Geod. Az  |
 MZ2289|                                                           dddmmss.s |
 MZ2289| MZ2274 EMPIRE BRICK CO IRON STACK          APPROX. 2.4 KM 0262255.2 |
 MZ2289| MZ2250 STOCKPORT MIDDLE GROUND LIGHT       APPROX. 0.6 KM 0270011.0 |
 MZ2289| MZ2276 BOATHOUSE                            65.572 METERS 03422     |
 MZ2289| MZ2308 BARKER 2                             49.378 METERS 04812     |
 MZ2289| DA2959 BARKER 2 RM 3                                      05609     |
 MZ2289| MZ2246 SOUTHER                             APPROX. 1.2 KM 0754153.5 |
 MZ2289| MZ2252 SMITHS TIPPLE                       474.744 METERS 1673844.9 |
 MZ2289| DA2958 BARKER RM 2                           9.440 METERS 18132     |
 MZ2289| DA2957 BARKER RM 1                          10.240 METERS 31017     |
 MZ2289|---------------------------------------------------------------------|
 MZ2289
 MZ2289                          SUPERSEDED SURVEY CONTROL
 MZ2289
 MZ2289  NAD 83(1996)-  42 19 00.25894(N)    073 47 09.32726(W) AD(       ) 3
 MZ2289  NAD 83(1996)-  42 19 00.25882(N)    073 47 09.32713(W) AD(       ) 3
 MZ2289  NAD 83(1996)-  42 19 00.25924(N)    073 47 09.32704(W) AD(       ) 3
 MZ2289  NAD 83(1992)-  42 19 00.25943(N)    073 47 09.32684(W) AD(       ) 3
 MZ2289  NAD 83(1992)-  42 19 00.25925(N)    073 47 09.32688(W) AD(       ) 3
 MZ2289  NAD 83(1992)-  42 19 00.26133(N)    073 47 09.32453(W) AD(       ) 3
 MZ2289  NAD 83(1986)-  42 19 00.26111(N)    073 47 09.32429(W) AD(       ) 3
 MZ2289  NAD 27      -  42 18 59.95000(N)    073 47 10.87700(W) AD(       ) 3
 MZ2289
 MZ2289.Superseded values are not recommended for survey control.
 MZ2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2289.See file dsdata.txt to determine how the superseded data were derived.
 MZ2289
 MZ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0004785658(NAD 83)
 MZ2289_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2289
 MZ2289  HISTORY     - Date     Condition        Report By
 MZ2289  HISTORY     - 1934     MONUMENTED       CGS
 MZ2289  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MZ2289
 MZ2289                          STATION DESCRIPTION
 MZ2289
 MZ2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2289'W SHORE HUDSON RIVER, 2 MILES S OF COXSACKIE ON A SMALL PROMINENT
 MZ2289'DETACHED HILL, OPPOSITE STOCKPORT MIDDLE GROUND ISLAND.  STATION
 MZ2289'MARK IS ON TOP AND CENTER OF HILL, IT IS AT FOOT OF CRUSHED STONE
 MZ2289'ROAD WHICH LEADS DUE E FROM STATE ROUTE 23.
 MZ2289'
 MZ2289'REFERENCE MARKS ARE ON TOP NEAR CREST.  ALL MARKS ARE STANDARD
 MZ2289'DISKS SET IN CONCRETE MONUMENTS AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2289
 MZ2289                          STATION RECOVERY (1970)
 MZ2289
 MZ2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MZ2289'STATION MARK AND RM NO.1 WERE RECOVERED IN GOOD CONDITION.  RM NO 2
 MZ2289'HAS BEEN DESTROYED.  A SLIGHT DISCREPANCY WAS NOTED IN THE DISTANCE
 MZ2289'TO RM NO.1.  IT WAS DOUBLE-CHECKED AND THE 1970 DISTANCE IS
 MZ2289'CORRECT.  IT IS BELIEVED THAT THE 1934 DISTANCE WAS SLOPE
 MZ2289'DISTANCE.
 MZ2289'
 MZ2289'STATION WAS IN THE WAY OF PROPOSED CONSTRUCTION OF A HOUSE ON THE
 MZ2289'HILL, AND HAD TO BE MOVED AT THE OWNERS REQUEST.
 MZ2289'
 MZ2289'BARKER 2 WAS ESTABLISHED NORTHEAST OF ORIGINAL STATION, DOWN BY
 MZ2289'RIVER BANK, THEN BOTH OLD MARKS WERE REMOVED.  NOTE--THERE WAS NO
 MZ2289'UNDERGROUND MARK UNDER THE OLD STATION MARK.
 MZ2289'
 MZ2289'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR BARKER 2.
 MZ2289'
 MZ2289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2289'2-1/2 MILES SSE OF COXSACKIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1083 ***********************************************************************
 OG1083  DESIGNATION -  BARKER
 OG1083  PID         -  OG1083
 OG1083  STATE/COUNTY-  NY/NIAGARA
 OG1083  USGS QUAD   -  
 OG1083
 OG1083                         *CURRENT SURVEY CONTROL
 OG1083  ___________________________________________________________________
 OG1083* NAD 83(1996)-  43 22 06.45447(N)    078 33 21.44010(W)     ADJUSTED  
 OG1083* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 OG1083  ___________________________________________________________________
 OG1083  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OG1083  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 OG1083
 OG1083  HORZ ORDER  -  THIRD
 OG1083
 OG1083.The horizontal coordinates were established by classical geodetic methods
 OG1083.and adjusted by the National Geodetic Survey in January 1999..
 OG1083.No horizontal observational check was made to the station.
 OG1083
 OG1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1083
 OG1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1083
 OG1083.The geoid height was determined by GEOID03.
 OG1083
 OG1083;                    North         East     Units Scale Factor Converg.
 OG1083;SPC NY W     -   374,102.340   352,218.884   MT  0.99993756   +0 01 07.7
 OG1083;SPC NY W     - 1,227,367.43  1,155,571.46   sFT  0.99993756   +0 01 07.7
 OG1083;UTM  17      - 4,804,634.002   698,019.070   MT  1.00008236   +1 40 43.8
 OG1083
 OG1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1083!SPC NY W     -   0.99999367  x   0.99993756  =   0.99993123
 OG1083!UTM  17      -   0.99999367  x   1.00008236  =   1.00007603
 OG1083
 OG1083                          SUPERSEDED SURVEY CONTROL
 OG1083
 OG1083  NAD 83(1986)-  43 22 06.46016(N)    078 33 21.43930(W) AD(       ) 3
 OG1083  NGVD 29 (05/23/89)   77.     (m)          253.     (f) VERT ANG       
 OG1083
 OG1083.Superseded values are not recommended for survey control.
 OG1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1083.See file dsdata.txt to determine how the superseded data were derived.
 OG1083
 OG1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ9801904634(NAD 83)
 OG1083_MARKER: DE = TRAVERSE STATION DISK
 OG1083_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG1083+WITH SETTING: PAVEMENT
 OG1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1083+STABILITY: SURFACE MOTION
 OG1083
 OG1083  HISTORY     - Date     Condition        Report By
 OG1083  HISTORY     - 1982     MONUMENTED       NOS
 OG1083
 OG1083                          STATION DESCRIPTION
 OG1083
 OG1083'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1083'THE STATION IS LOCATED ALONG THE SOUTH SHORELINE OF LAKE ONTARIO
 OG1083'IN SOMERSET TOWNSHIP APPROXIMATELY 3.2 KILOMETERS (2 MILES)
 OG1083'NORTH OF THE VILLAGE OF SOMERSET.
 OG1083'
 OG1083'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 18 AND 148
 OG1083'IN THE VILLAGE OF SOMERSET GO NORTH ON HIGHWAY 148 (QUAKER)
 OG1083'FOR 2.3 KILOMETERS (1.4 MILES) TO ITS END AT A SMALL PARK NEAR
 OG1083'THE SHORELINE OF LAKE ONTARIO.  PARK AND WALK TO A SHORT CONCRETE
 OG1083'PIER (WESTERLY OF TWO) ON THE SHORELINE AND THE STATION ON THE
 OG1083'PIER.
 OG1083'
 OG1083'THE STATION IS A STANDARD USE DISK
 OG1083'STAMPED---BARKER USLS 1960---,
 OG1083'SET INTO A DRILL HOLE IN THE CENTERLINE OF THE PIER.
 OG1083'
 OG1083'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.71 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3057 ***********************************************************************
 KU3057  DESIGNATION -  BARKER 2
 KU3057  PID         -  KU3057
 KU3057  STATE/COUNTY-  NY/NASSAU
 KU3057  USGS QUAD   -  SEA CLIFF (1979)
 KU3057
 KU3057                         *CURRENT SURVEY CONTROL
 KU3057  ___________________________________________________________________
 KU3057* NAD 83(1996)-  40 50 57.35731(N)    073 44 14.14588(W)     ADJUSTED  
 KU3057* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 KU3057  ___________________________________________________________________
 KU3057  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 KU3057  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU3057
 KU3057  HORZ ORDER  -  THIRD
 KU3057
 KU3057.The horizontal coordinates were established by classical geodetic methods
 KU3057.and adjusted by the National Geodetic Survey in January 1999..
 KU3057.No horizontal observational check was made to the station.
 KU3057
 KU3057.The orthometric height was scaled from a topographic map.
 KU3057
 KU3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3057
 KU3057.The geoid height was determined by GEOID03.
 KU3057
 KU3057;                    North         East     Units Scale Factor Converg.
 KU3057;SPC NY L     -    75,833.461   322,155.585   MT  0.99999490   +0 10 18.7
 KU3057;SPC NY L     -   248,796.95  1,056,938.78   sFT  0.99999490   +0 10 18.7
 KU3057;SPC NY E     -   224,089.850   214,312.861   MT  0.99995089   +0 29 56.0
 KU3057;SPC NY E     -   735,201.45    703,124.78   sFT  0.99995089   +0 29 56.0
 KU3057;UTM  18      - 4,522,791.610   606,440.968   MT  0.99973945   +0 49 33.6
 KU3057
 KU3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3057!SPC NY L     -   1.00000227  x   0.99999490  =   0.99999717
 KU3057!SPC NY E     -   1.00000227  x   0.99995089  =   0.99995316
 KU3057!UTM  18      -   1.00000227  x   0.99973945  =   0.99974172
 KU3057
 KU3057|---------------------------------------------------------------------|
 KU3057| PID    Reference Object                     Distance      Geod. Az  |
 KU3057|                                                           dddmmss.s |
 KU3057| CB6596 BARKER 2 RM 2                        21.084 METERS 14908     |
 KU3057| KU3798 HART ISLAND BEACON                  APPROX. 2.5 KM 2585823.6 |
 KU3057| KU2967 BARKER                               36.322 METERS 33431     |
 KU3057| CB6597 BARKER 2 RM 3                        18.100 METERS 33438     |
 KU3057|---------------------------------------------------------------------|
 KU3057
 KU3057                          SUPERSEDED SURVEY CONTROL
 KU3057
 KU3057  NAD 83(1996)-  40 50 57.35862(N)    073 44 14.14595(W) AD(       ) 3
 KU3057  NAD 83(1992)-  40 50 57.35662(N)    073 44 14.14916(W) AD(       ) 3
 KU3057  NAD 83(1986)-  40 50 57.35949(N)    073 44 14.14830(W) AD(       ) 3
 KU3057  NAD 27      -  40 50 56.99613(N)    073 44 15.67070(W) AD(       ) 3
 KU3057
 KU3057.Superseded values are not recommended for survey control.
 KU3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3057.See file dsdata.txt to determine how the superseded data were derived.
 KU3057
 KU3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0644122792(NAD 83)
 KU3057_MARKER: DS = TRIANGULATION STATION DISK
 KU3057_SETTING: 80 = SET IN A BOULDER
 KU3057_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU3057
 KU3057  HISTORY     - Date     Condition        Report By
 KU3057  HISTORY     - 1970     MONUMENTED       NGS
 KU3057
 KU3057                          STATION DESCRIPTION
 KU3057
 KU3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KU3057'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF PORT WASHINGTON, ON
 KU3057'SOUTH SIDE OF LONG ISLAND SOUND, ON NORTH TIP OF BARKER POINT,
 KU3057'ON THE LEWIT ESTATE.
 KU3057'
 KU3057'TO REACH STATION FROM THE POST OFFICE IN PORT WASHINGTON, GO
 KU3057'NORTH ON PORT WASHINGTON ROAD (WHICH BECOMES MIDDLE NECK ROAD) FOR
 KU3057'2.7 MILES.  TURN LEFT ON COW NECK ROAD AND GO 0.5 MILE.  TURN
 KU3057'RIGHT ON BARKERS PT. ROAD AND GO 1.0 MILE.  TURN LEFT ON CORNWELL
 KU3057'BEACH ROAD AND GO 0.65 MILE TO SIDE ROAD RIGHT AT SIGN LEWIT.  GO
 KU3057'UP DRIVEWAY FOR 0.15 MILE TO CARETAKERS HOUSE.  CONTINUE ON
 KU3057'TRACK ROAD THROUGH ESTATE FOR 0.2 MILE TO STATION.
 KU3057'
 KU3057'STATION MARK IS A STANDARD DISK STAMPED BARKER 2 1970, CEMENTED
 KU3057'IN A DRILL HOLE IN A 2-FOOT-DIAMETER BOULDER PROJECTING 2 INCHES
 KU3057'FROM GROUND.  IT IS AT SOUTH EDGE OF THE TRACK ROAD, 120 FEET
 KU3057'SOUTH-SOUTHEAST OF EDGE OF BLUFF, 158 FEET NORTH-NORTHEAST OF A
 KU3057'LARGE SWIMMING POOL UP ON KNOLL, AND 39 FEET WEST-NORTHWEST OF A
 KU3057'LARGE BEDROCK LEDGE OUTCROP.
 KU3057'
 KU3057'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BARKER 2
 KU3057'NO 2 1970, CEMENTED IN A DRILL HOLE IN A LONG, BLACK, BEDROCK
 KU3057'OUTCROP PROJECTING 2 FEET FROM GROUND.  IT IS DOWN AT BASE OF
 KU3057'KNOLL, 95 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF THE SWIMMING
 KU3057'POOL, 75 FEET SOUTH OF THE TRACK ROAD AND ABOUT 1 FOOT HIGHER
 KU3057'THAN STATION MARK.
 KU3057'
 KU3057'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BARKER 2
 KU3057'NO 3 1970, CEMENTED IN A DRILL HOLE IN A SMALL ROCK OUTCROP
 KU3057'PROJECTING 3 INCHES FROM GROUND.  IT IS 15 FEET NORTH OF A
 KU3057'FOOTPATH AND 2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2308 ***********************************************************************
 MZ2308  DESIGNATION -  BARKER 2
 MZ2308  PID         -  MZ2308
 MZ2308  STATE/COUNTY-  NY/GREENE
 MZ2308  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2308
 MZ2308                         *CURRENT SURVEY CONTROL
 MZ2308  ___________________________________________________________________
 MZ2308* NAD 83(1996)-  42 19 01.32577(N)    073 47 07.71691(W)     ADJUSTED  
 MZ2308* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2308  ___________________________________________________________________
 MZ2308  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MZ2308  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2308
 MZ2308  HORZ ORDER  -  THIRD
 MZ2308
 MZ2308.The horizontal coordinates were established by classical geodetic methods
 MZ2308.and adjusted by the National Geodetic Survey in January 1999..
 MZ2308.No horizontal observational check was made to the station.
 MZ2308
 MZ2308.The orthometric height was scaled from a topographic map.
 MZ2308
 MZ2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2308
 MZ2308.The geoid height was determined by GEOID03.
 MZ2308
 MZ2308;                    North         East     Units Scale Factor Converg.
 MZ2308;SPC NY E     -   387,058.867   208,898.280   MT  0.99994267   +0 28 51.8
 MZ2308;SPC NY E     - 1,269,875.63    685,360.44   sFT  0.99994267   +0 28 51.8
 MZ2308;UTM  18      - 4,685,691.420   600,083.811   MT  0.99972325   +0 49 03.8
 MZ2308
 MZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2308!SPC NY E     -   1.00000498  x   0.99994267  =   0.99994765
 MZ2308!UTM  18      -   1.00000498  x   0.99972325  =   0.99972823
 MZ2308
 MZ2308|---------------------------------------------------------------------|
 MZ2308| PID    Reference Object                     Distance      Geod. Az  |
 MZ2308|                                                           dddmmss.s |
 MZ2308| MZ2276 BOATHOUSE                            21.223 METERS 00031     |
 MZ2308| MZ2271 FORDHAM PT DIKE 2                   APPROX. 2.9 KM 0035809.1 |
 MZ2308| DA2959 BARKER 2 RM 3                         9.250 METERS 18833     |
 MZ2308| MZ2289 BARKER                               49.378 METERS 22812     |
 MZ2308| DA3060 BOATHOUSE                                          32953     |
 MZ2308|---------------------------------------------------------------------|
 MZ2308
 MZ2308                          SUPERSEDED SURVEY CONTROL
 MZ2308
 MZ2308  NAD 83(1996)-  42 19 01.32550(N)    073 47 07.71964(W) AD(       ) 3
 MZ2308  NAD 83(1996)-  42 19 01.32538(N)    073 47 07.71951(W) AD(       ) 3
 MZ2308  NAD 83(1996)-  42 19 01.32580(N)    073 47 07.71942(W) AD(       ) 3
 MZ2308  NAD 83(1992)-  42 19 01.32600(N)    073 47 07.71922(W) AD(       ) 3
 MZ2308  NAD 83(1992)-  42 19 01.32581(N)    073 47 07.71925(W) AD(       ) 3
 MZ2308  NAD 83(1992)-  42 19 01.32789(N)    073 47 07.71692(W) AD(       ) 3
 MZ2308  NAD 83(1986)-  42 19 01.32765(N)    073 47 07.71662(W) AD(       ) 3
 MZ2308  NAD 27      -  42 19 01.01838(N)    073 47 09.26661(W) AD(       ) 3
 MZ2308
 MZ2308.Superseded values are not recommended for survey control.
 MZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2308.See file dsdata.txt to determine how the superseded data were derived.
 MZ2308
 MZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0008485691(NAD 83)
 MZ2308
 MZ2308  HISTORY     - Date     Condition        Report By
 MZ2308  HISTORY     - 1970     MONUMENTED       CGS
 MZ2308  HISTORY     - 1970     GOOD             NGS
 MZ2308
 MZ2308                          STATION DESCRIPTION
 MZ2308
 MZ2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MZ2308'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF COXSACKIE AND
 MZ2308'1 MILE NORTH OF FOUR MILE POINT, ALONG THE WEST BANK OF THE HUDSON
 MZ2308'RIVER, ON PROPERTY OF MR. BERNARD REED, AT THE EAST EDGE OF FLAT
 MZ2308'AREA TO NORTHEAST OF LARGE, ROCK CLIFF.
 MZ2308'
 MZ2308'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 385 AND 2ND
 MZ2308'ST. IN ATHENS, GO NORTH ON STATE HIGHWAY 385 FOR 4.1 MILES.  TAKE
 MZ2308'SIDE ROAD RIGHT AT SIGN 4 MILE ROAD AND GO 0.4 MILE TO T-JUNCTION AND
 MZ2308'GATE JUST AHEAD.  PASS THROUGH GATE AND GO EAST ABOUT 125 YARDS TO
 MZ2308'FORK AT NORTHWEST BASE OF HILL.  TAKE LEFT FORK, AROUND NORTH END OF
 MZ2308'HILL, AND GO 0.15 MILE TO STATION ON RIVER BANK.
 MZ2308'
 MZ2308'STATION MARK IS A STANDARD DISK STAMPED BARKER 2 1970, SET IN THE TOP
 MZ2308'OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 MZ2308'6-1/2 FEET WEST OF RIVER BANK, 4.6 FEET SOUTHWEST OF A 1-1/2-INCH
 MZ2308'IRON PIPE PROJECTING 5 INCHES FROM GROUND, AND 64 FEET NORTHEAST OF
 MZ2308'THE SOUTHEAST BASE OF A LONG, 40-FOOT-HIGH ROCK CLIFF.
 MZ2308'
 MZ2308'UNDERGROUND MARK IS A STANDARD DISK STAMPED BARKER 2 1970, SET IN
 MZ2308'CONCRETE ABOUT 3 FEET BELOW GROUND.
 MZ2308'
 MZ2308'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BARKER 2 NO 3
 MZ2308'1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 MZ2308'PROJECTING 2 INCHES FROM GROUND.  IT IS 7 FEET WEST OF RIVER BANK,
 MZ2308'37 FEET EAST-NORTHEAST OF BASE OF CLIFF, AND 6 FEET SOUTH OF A
 MZ2308'16-INCH TREE.
 MZ2308'
 MZ2308'BOATHOUSE (USE 1923) SUBSTATION WAS USED FOR REFERENCE MARK NUMBER
 MZ2308'FOUR.  IT IS A 1-INCH, IRON PIN, SET IN THE TOP OF A 7-INCH-SQUARE,
 MZ2308'CONCRETE MONUMENT PROJECTING 1 INCH FROM GROUND, 27 FEET WEST OF
 MZ2308'BANK.
 MZ2308'
 MZ2308'BOATHOUSE (USE 1923) 1934 IS A 7/8-INCH, IRON PIN, WITH A CROSS IN
 MZ2308'THE TOP, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 MZ2308'PROJECTING 1 FOOT FROM GROUND.  IT SETS ON TOP OF A STONE RETAINING
 MZ2308'WALL, ABOUT 4 FEET ABOVE RIVER LEVEL, 3 FEET WEST OF EDGE OF WALL, 11
 MZ2308'FEET SOUTH OF NORTH END OF WALL, 60 FEET SOUTH OF NORTHEAST POINT OF
 MZ2308'LAND, AND ABOUT 2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3448 ***********************************************************************
 LW3448  DESIGNATION -  BARLEY 1972
 LW3448  PID         -  LW3448
 LW3448  STATE/COUNTY-  NY/SUFFOLK
 LW3448  USGS QUAD   -  MYSTIC (1984)
 LW3448
 LW3448                         *CURRENT SURVEY CONTROL
 LW3448  ___________________________________________________________________
 LW3448* NAD 83(1996)-  41 16 33.42128(N)    071 57 29.20050(W)     ADJUSTED  
 LW3448* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 LW3448  ___________________________________________________________________
 LW3448  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LW3448  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3448
 LW3448  HORZ ORDER  -  SECOND
 LW3448
 LW3448.The horizontal coordinates were established by classical geodetic methods
 LW3448.and adjusted by the National Geodetic Survey in January 1999..
 LW3448
 LW3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3448
 LW3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3448
 LW3448.The geoid height was determined by GEOID03.
 LW3448
 LW3448;                    North         East     Units Scale Factor Converg.
 LW3448;SPC NY L     -   125,179.763   471,064.540   MT  1.00002248   +1 20 08.0
 LW3448;SPC NY L     -   410,693.94  1,545,484.24   sFT  1.00002248   +1 20 08.0
 LW3448;SPC CT       -   201,860.126   371,146.286   MT  0.99999320   +0 31 30.2
 LW3448;SPC CT       -   662,269.43  1,217,669.11   sFT  0.99999320   +0 31 30.2
 LW3448;UTM  19      - 4,573,612.046   252,244.336   MT  1.00035551   -1 57 08.7
 LW3448;UTM  18      - 4,573,854.665   754,773.274   MT  1.00039892   +2 00 28.0
 LW3448
 LW3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3448!SPC NY L     -   1.00000346  x   1.00002248  =   1.00002594
 LW3448!SPC CT       -   1.00000346  x   0.99999320  =   0.99999666
 LW3448!UTM  19      -   1.00000346  x   1.00035551  =   1.00035897
 LW3448!UTM  18      -   1.00000346  x   1.00039892  =   1.00040238
 LW3448
 LW3448:                Primary Azimuth Mark                     Grid Az
 LW3448:SPC NY L     -  MONTAUK POINT LIGHTHOUSE                 158 12 22.4
 LW3448:SPC CT       -  MONTAUK POINT LIGHTHOUSE                 159 01 00.2
 LW3448:UTM  19      -  MONTAUK POINT LIGHTHOUSE                 161 29 39.1
 LW3448:UTM  18      -  MONTAUK POINT LIGHTHOUSE                 157 32 02.4
 LW3448
 LW3448|---------------------------------------------------------------------|
 LW3448| PID    Reference Object                     Distance      Geod. Az  |
 LW3448|                                                           dddmmss.s |
 LW3448| LW3167 MONTAUK POINT LIGHTHOUSE            APPROX.24.3 KM 1593230.4 |
 LW3448| LW3449 BARLEY 1972 RM 1                     11.950 METERS 19239     |
 LW3448| LW3450 PROPERTY LINE MARK                   26.975 METERS 28628     |
 LW3448|---------------------------------------------------------------------|
 LW3448
 LW3448                          SUPERSEDED SURVEY CONTROL
 LW3448
 LW3448  NAD 83(1996)-  41 16 33.42122(N)    071 57 29.20052(W) AD(       ) 2
 LW3448  NAD 83(1992)-  41 16 33.41961(N)    071 57 29.19960(W) AD(       ) 2
 LW3448  NAD 83(1986)-  41 16 33.42054(N)    071 57 29.20500(W) AD(       ) 2
 LW3448  NAD 27      -  41 16 33.06443(N)    071 57 30.94413(W) AD(       ) 2
 LW3448  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG       
 LW3448
 LW3448.Superseded values are not recommended for survey control.
 LW3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3448.See file dsdata.txt to determine how the superseded data were derived.
 LW3448
 LW3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5224473612(NAD 83)
 LW3448_MARKER: DS = TRIANGULATION STATION DISK
 LW3448_SETTING: 80 = SET IN A BOULDER
 LW3448_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3448+STABILITY: SURFACE MOTION
 LW3448
 LW3448  HISTORY     - Date     Condition        Report By
 LW3448  HISTORY     - 1972     MONUMENTED       NGS
 LW3448  HISTORY     - 20011212 GOOD             USPSQD
 LW3448
 LW3448                          STATION DESCRIPTION
 LW3448
 LW3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3448'STATION IS LOCATED ALONG THE SOUTHERN SIDE OF FISHERS ISLAND,
 LW3448'ABOUT 1000 FEET WEST OF THE WEST END OF BARLEYFIELD COVE AND JUST
 LW3448'EAST OF THE EAST END OF CHOCOMOUNT BEACH, ON THE SOUTHEAST EDGE OF
 LW3448'A GRASSY TERRACE, AND 32 FEET NORTH OF AN 8-FOOT-SQUARE, RED,
 LW3448'INSTRUMENT HUT CONSTRUCTED BY THE NAVY.
 LW3448'
 LW3448'TO REACH STATION FROM THE POST OFFICE ON FISHERS ISLAND, GO SOUTH
 LW3448'AND EAST ON ORIENTAL AVE. FOR 0.95 MILE TO A GUARD BOOTH.  CONTINUE
 LW3448'ON MAIN ROAD EASTERLY FOR 3.4 MILES TO POWER POLE 102-E ON LEFT,
 LW3448'AND A ROCKY TRACK SIDE ROAD RIGHT, JUST WEST OF A MACADAM SIDE ROAD
 LW3448'RIGHT.  GO RIGHT, ON THE TRACK ROAD, FOR 0.25 MILE TO
 LW3448'SHORELINE AND STATION, AT END OF ROAD.
 LW3448'
 LW3448'STATION MARK IS A STANDARD DISK STAMPED BARLEY 1972, CEMENTED IN A
 LW3448'DRILL HOLE IN THE NORTHEAST END OF A 4 X 8-FOOT BOULDER FLUSH WITH
 LW3448'GROUND.  IT IS 56 FEET NORTH OF EDGE OF SHORELINE BLUFF AND 88.5
 LW3448'FEET SOUTHEAST OF PROPERTY LINE MARKER CONCRETE POST.
 LW3448'
 LW3448'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BARLEY NO 1
 LW3448'1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 LW3448'INSTRUMENT HUT, 0.9 FOOT NORTHWEST FROM BASE OF SOUTHEAST WALL OF
 LW3448'HUT.  A PERMANENT, METAL THEODOLITE SUPPORT IS MOUNTED OVER THE
 LW3448'MARK, WHICH IS VISIBLE THROUGH A HOLE IN BASE OF SUPPORT.
 LW3448'
 LW3448'PROPERTY LINE MARK IS A 5-INCH-SQUARE, CONCRETE POST, WITH A CROSS
 LW3448'IN THE TOP, PROJECTING 6 INCHES FROM GROUND, SET ON CREST OF SMALL
 LW3448'KNOLL.
 LW3448
 LW3448                          STATION RECOVERY (2001)
 LW3448
 LW3448'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3449 ***********************************************************************
 LW3449  DESIGNATION -  BARLEY 1972 RM 1
 LW3449  PID         -  LW3449
 LW3449  STATE/COUNTY-  NY/SUFFOLK
 LW3449  USGS QUAD   -  MYSTIC (1984)
 LW3449
 LW3449                         *CURRENT SURVEY CONTROL
 LW3449  ___________________________________________________________________
 LW3449* NAD 83(1996)-  41 16 33.04331(N)    071 57 29.31294(W)     ADJUSTED  
 LW3449* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 LW3449  ___________________________________________________________________
 LW3449  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LW3449  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3449
 LW3449  HORZ ORDER  -  SECOND
 LW3449
 LW3449.The horizontal coordinates were established by classical geodetic methods
 LW3449.and adjusted by the National Geodetic Survey in January 1999..
 LW3449
 LW3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3449
 LW3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3449
 LW3449.The geoid height was determined by GEOID03.
 LW3449
 LW3449;                    North         East     Units Scale Factor Converg.
 LW3449;SPC NY L     -   125,168.044   471,062.196   MT  1.00002246   +1 20 08.0
 LW3449;SPC NY L     -   410,655.49  1,545,476.55   sFT  1.00002246   +1 20 08.0
 LW3449;SPC CT       -   201,848.442   371,143.776   MT  0.99999321   +0 31 30.2
 LW3449;SPC CT       -   662,231.10  1,217,660.87   sFT  0.99999321   +0 31 30.2
 LW3449;UTM  19      - 4,573,600.478   252,241.323   MT  1.00035552   -1 57 08.8
 LW3449;UTM  18      - 4,573,842.916   754,771.066   MT  1.00039890   +2 00 27.9
 LW3449
 LW3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3449!SPC NY L     -   1.00000372  x   1.00002246  =   1.00002618
 LW3449!SPC CT       -   1.00000372  x   0.99999321  =   0.99999693
 LW3449!UTM  19      -   1.00000372  x   1.00035552  =   1.00035925
 LW3449!UTM  18      -   1.00000372  x   1.00039890  =   1.00040263
 LW3449
 LW3449|---------------------------------------------------------------------|
 LW3449| PID    Reference Object                     Distance      Geod. Az  |
 LW3449|                                                           dddmmss.s |
 LW3449| LW3448 BARLEY 1972                          11.950 METERS 01239     |
 LW3449| LW3452 BEACH 1972                          APPROX. 1.6 KM 2463251.5 |
 LW3449|---------------------------------------------------------------------|
 LW3449
 LW3449                          SUPERSEDED SURVEY CONTROL
 LW3449
 LW3449  NAD 83(1996)-  41 16 33.04325(N)    071 57 29.31297(W) AD(       ) 2
 LW3449  NAD 83(1992)-  41 16 33.04165(N)    071 57 29.31205(W) AD(       ) 2
 LW3449  NAD 83(1986)-  41 16 33.04258(N)    071 57 29.31745(W) AD(       ) 2
 LW3449  NAD 27      -  41 16 32.68648(N)    071 57 31.05657(W) AD(       ) 2
 LW3449  NGVD 29 (07/19/86)    7.3    (m)           24.     (f) VERT ANG       
 LW3449
 LW3449.Superseded values are not recommended for survey control.
 LW3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3449.See file dsdata.txt to determine how the superseded data were derived.
 LW3449
 LW3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5224173600(NAD 83)
 LW3449_MARKER: DR = REFERENCE MARK DISK
 LW3449_SETTING: 0 = UNSPECIFIED SETTING
 LW3449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3449
 LW3449  HISTORY     - Date     Condition        Report By
 LW3449  HISTORY     - 1972     MONUMENTED       NGS
 LW3449
 LW3449                          STATION DESCRIPTION
 LW3449
 LW3449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3449'TO REACH STATION FROM THE POST OFFICE ON FISHERS ISLAND, GO SOUTH
 LW3449'AND EAST ON ORIENTAL AVE. FOR 0.95 MILE TO A GUARD BOOTH.  CONTINUE
 LW3449'ON MAIN ROAD EASTERLY FOR 3.4 MILES TO POWER POLE 102-E ON LEFT,
 LW3449'AND A ROCKY TRACK SIDE ROAD RIGHT, JUST WEST OF A MACADAM SIDE ROAD
 LW3449'RIGHT.  GO RIGHT, ON THE TRACK ROAD, FOR 0.25 MILE TO
 LW3449'SHORELINE AND STATION, AT END OF ROAD.
 LW3449'
 LW3449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BARLEY NO 1
 LW3449'1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 LW3449'INSTRUMENT HUT, 0.9 FOOT NORTHWEST FROM BASE OF SOUTHEAST WALL OF
 LW3449'HUT.  A PERMANENT, METAL THEODOLITE SUPPORT IS MOUNTED OVER
 LW3449'THE MARK, WHICH IS VISIBLE THROUGH A HOLE IN BASE OF SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0338 ***********************************************************************
 LX0338  DESIGNATION -  BARLOW
 LX0338  PID         -  LX0338
 LX0338  STATE/COUNTY-  NY/SUFFOLK
 LX0338  USGS QUAD   -  NEW LONDON (1984)
 LX0338
 LX0338                         *CURRENT SURVEY CONTROL
 LX0338  ___________________________________________________________________
 LX0338* NAD 83(1996)-  41 15 16.37741(N)    072 02 02.65446(W)     ADJUSTED  
 LX0338* LOCAL TIDAL -         8.757  (meters)      28.73   (feet)  ADJ UNCH  
 LX0338  ___________________________________________________________________
 LX0338  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LX0338  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX0338
 LX0338  HORZ ORDER  -  THIRD
 LX0338  VERT ORDER  -  SECOND    CLASS 0
 LX0338
 LX0338.This mark is at Elizabeth Field Airport (0B8)
 LX0338
 LX0338.The horizontal coordinates were established by classical geodetic methods
 LX0338.and adjusted by the National Geodetic Survey in January 1999..
 LX0338
 LX0338.The orthometric height was key entered from printed documents
 LX0338.and not key verified.
 LX0338
 LX0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0338
 LX0338.The geoid height was determined by GEOID03.
 LX0338
 LX0338;                    North         East     Units Scale Factor Converg.
 LX0338;SPC NY L     -   122,657.949   464,755.268   MT  1.00001977   +1 17 09.2
 LX0338;SPC NY L     -   402,420.29  1,524,784.58   sFT  1.00001977   +1 17 09.2
 LX0338;SPC CT       -   199,427.915   364,802.131   MT  0.99999494   +0 28 28.9
 LX0338;SPC CT       -   654,289.75  1,196,854.99   sFT  0.99999494   +0 28 28.9
 LX0338;UTM  18      - 4,571,258.149   748,491.742   MT  1.00036001   +1 57 24.3
 LX0338;UTM  19      - 4,571,455.467   245,798.537   MT  1.00039534   -2 00 06.3
 LX0338
 LX0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0338!SPC NY L     -   1.00000346  x   1.00001977  =   1.00002323
 LX0338!SPC CT       -   1.00000346  x   0.99999494  =   0.99999840
 LX0338!UTM  18      -   1.00000346  x   1.00036001  =   1.00036347
 LX0338!UTM  19      -   1.00000346  x   1.00039534  =   1.00039880
 LX0338
 LX0338|---------------------------------------------------------------------|
 LX0338| PID    Reference Object                     Distance      Geod. Az  |
 LX0338|                                                           dddmmss.s |
 LX0338| LX5191 DP BUTTERFIELD                       59.742 METERS 14932     |
 LX0338| LX5338 B 3 BUTTERFIELD E PED               453.358 METERS 2050101.5 |
 LX0338| LX5560 RACE ROCK LIGHTHOUSE                APPROX. 1.6 KM 2214038.7 |
 LX0338| LX5200 DP BARLOW                            31.201 METERS 26440     |
 LX0338| LX5326 BC BARLOW                            20.842 METERS 31941     |
 LX0338| LX5199 CRF HOFFMAN                         143.667 METERS 33249     |
 LX0338|---------------------------------------------------------------------|
 LX0338
 LX0338                          SUPERSEDED SURVEY CONTROL
 LX0338
 LX0338  NAD 83(1996)-  41 15 16.37747(N)    072 02 02.65451(W) AD(       ) 3
 LX0338  NAD 83(1992)-  41 15 16.37623(N)    072 02 02.65380(W) AD(       ) 3
 LX0338  NAD 83(1986)-  41 15 16.37746(N)    072 02 02.65933(W) AD(       ) 3
 LX0338  NAD 27      -  41 15 16.02000(N)    072 02 04.39300(W) AD(       ) 3
 LX0338
 LX0338.Superseded values are not recommended for survey control.
 LX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0338.See file dsdata.txt to determine how the superseded data were derived.
 LX0338
 LX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4849271258(NAD 83)
 LX0338_MARKER: DS = TRIANGULATION STATION DISK
 LX0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0338_STAMPING: BARLOW 1940
 LX0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0338+STABILITY: SURFACE MOTION
 LX0338
 LX0338  HISTORY     - Date     Condition        Report By
 LX0338  HISTORY     - 1940     MONUMENTED       CGS
 LX0338  HISTORY     - 1943     GOOD             CGS
 LX0338  HISTORY     - 1943     GOOD             NGS
 LX0338  HISTORY     - 1954     GOOD             CGS
 LX0338  HISTORY     - 1954     GOOD             CGS
 LX0338
 LX0338                          STATION DESCRIPTION
 LX0338
 LX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX0338'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX0338'ON FISHERS ISLAND, NEAR THE EDGE OF AN EARTH EMBANKMENT, AND
 LX0338'BETWEEN THE TWO FIRE CONTROL BUILDINGS STANDING ON THE
 LX0338'EMBANKMENT.  IT IS A STANDARD STATION DISK, STAMPED BARLOW 1940
 LX0338'AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE POST PROJECTING
 LX0338'4 IN.
 LX0338'
 LX0338'OBSERVATIONS TAKEN FROM A 4-FT. STAND.
 LX0338
 LX0338                          STATION RECOVERY (1943)
 LX0338
 LX0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0338'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND IN
 LX0338'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX0338'
 LX0338'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT WRIGHT,
 LX0338'ON FISHERS ISLAND, AND NEAR THE EDGE OF AN EARTH EMBANKMENT.  IT
 LX0338'IS ABOUT 68 FT. E OF THE CONCRETE FIRE CONTROL BUILDING, AND ABOUT
 LX0338'48 FT. W OF THE NW CORNER OF THE CONCRETE BASE OF THE 40-FT. STEEL
 LX0338'OBSERVATION TOWER.  IT IS A STANDARD STATION DISK, STAMPED BARLOW
 LX0338'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
 LX0338'
 LX0338'THERE ARE NO REFERENCE MARKS.
 LX0338
 LX0338                          STATION RECOVERY (1943)
 LX0338
 LX0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LX0338'AT FORT WRIGHT.
 LX0338'AT FORT WRIGHT, SUFFOLK COUNTY, NEAR THE EDGE OF THE EARTH
 LX0338'EMBANKMENT, 68 FEET EAST OF THE CONCRETE FIRE-CONTROL BUILDING,
 LX0338'AND 48 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF
 LX0338'THE 40-FOOT STEEL OBSERVATION TOWER.  A STANDARD
 LX0338'TRIANGULATION-STATION DISK, STAMPED BARLOW 1940 AND SET IN THE
 LX0338'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LX0338
 LX0338                          STATION RECOVERY (1954)
 LX0338
 LX0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX0338'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 LX0338'INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX0338'
 LX0338'STATION IS LOCATED ON THE GOVERNMENT RESERVATION AT FORT WRIGHT,
 LX0338'ON FISHERS ISLAND, N.Y., ON THE EARTH FILL NE OF THE SOUTHEASTERLY
 LX0338'OF TWO GUN EMPLACEMENT PITS AT BATTERY BARLOW, 8 FT. NE OF THE
 LX0338'EDGE OF THE PIT, 62 FT. SE OF SW CORNER OF A CONCRETE FIRE CONTROL
 LX0338'BUILDING, AND 41 FT. NW OF THE NW CORNER OF FRAME FIRE CONTROL
 LX0338'BUILDING, COVERED WITH ASPHALT ROOFING.  A STANDARD DISK,
 LX0338'STAMPED BARLOW 1940 IN THE TOP OF A 10 X 10 INCH CONCRETE POST
 LX0338'PROJECTING 4 INCHES.
 LX0338
 LX0338                          STATION RECOVERY (1954)
 LX0338
 LX0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GRS)
 LX0338'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 LX0338'THE FOLLOWING ADDITIONS--
 LX0338'
 LX0338'ON BATTERY BARLOW OF FORT WRIGHT (NOT ACTIVE) ON NW SIDE OF
 LX0338'FISHERS ISLAND ABOUT 1/2 MILE NE OF RACE ROCK POINT.  IT IS
 LX0338'49.5 FT. NE OF 4 CONCRETE PIERS AND 48 FT. E OF NEAR EDGE OF
 LX0338'BATTERY PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0017 ***********************************************************************
 OG0017  DESIGNATION -  BARN
 OG0017  PID         -  OG0017
 OG0017  STATE/COUNTY-  NY/NIAGARA
 OG0017  USGS QUAD   -  
 OG0017
 OG0017                         *CURRENT SURVEY CONTROL
 OG0017  ___________________________________________________________________
 OG0017* NAD 83(1986)-  43 21 54.     (N)    078 29 26.     (W)     SCALED    
 OG0017* NAVD 88     -        84.358  (meters)     276.76   (feet)  ADJUSTED  
 OG0017  ___________________________________________________________________
 OG0017  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OG0017  DYNAMIC HT  -          84.340 (meters)     276.71  (feet)  COMP
 OG0017  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 OG0017
 OG0017  VERT ORDER  -  FIRST     CLASS II
 OG0017
 OG0017.The horizontal coordinates were scaled from a topographic map and have
 OG0017.an estimated accuracy of +/- 6 seconds.
 OG0017
 OG0017.The orthometric height was determined by differential leveling
 OG0017.and adjusted by the National Geodetic Survey in June 1991..
 OG0017
 OG0017.The geoid height was determined by GEOID03.
 OG0017
 OG0017.The dynamic height is computed by dividing the NAVD 88
 OG0017.geopotential number by the normal gravity value computed on the
 OG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0017.degrees latitude (g = 980.6199 gals.).
 OG0017
 OG0017.The modeled gravity was interpolated from observed gravity values.
 OG0017
 OG0017;                    North         East    Units  Estimated Accuracy
 OG0017;SPC NY W     -   373,720.      357,520.      MT  (+/- 180 meters Scaled)
 OG0017
 OG0017                          SUPERSEDED SURVEY CONTROL
 OG0017
 OG0017  NGVD 29 (??/??/92)   84.541  (m)          277.36   (f) ADJ UNCH    1 2
 OG0017
 OG0017.Superseded values are not recommended for survey control.
 OG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0017.See file dsdata.txt to determine how the superseded data were derived.
 OG0017
 OG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ033044(NAD 83)
 OG0017_MARKER: Z = SEE DESCRIPTION
 OG0017_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0017+WITH SETTING: INTO GROUND
 OG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0017+STABILITY: SURFACE MOTION
 OG0017
 OG0017  HISTORY     - Date     Condition        Report By
 OG0017  HISTORY     - UNK      MONUMENTED       USLS
 OG0017  HISTORY     - 1967     GOOD             USLS
 OG0017
 OG0017                          STATION DESCRIPTION
 OG0017
 OG0017'DESCRIBED BY US LAKE SURVEY 1967
 OG0017'11.5 MI E FROM OLCOTT.
 OG0017'IS IN NIAGARA COUNTY, NEW YORK, ABOUT 11-1/2 MILES EAST OF
 OG0017'OLCOTT, 5.3 MILES WEST FROM INTERSECTION OF N. LYNDONVILLE ROAD
 OG0017'(HIGHWAY 63) AND W. LAKE RD., 0.4 MILE EAST OF HOSS RD., 200 FEET WEST
 OG0017'OF THE ENTRANCE TO THE GOLDEN HILL STATE PARK JUST EAST OF THE PARK
 OG0017'SUPERINTENDENTS DWELLING, AT SOUTHEAST CORNER OF A LARGE WHITE BARN
 OG0017'ON THE PROPERTY OF NIAGARA FRONTIER PARK AUTHORITY, 79 FEET NORTH OF
 OG0017'CENTERLINE OF LOWER LAKE RD., 58.4 FEET NORTHEAST OF UTILITY POLE NO.
 OG0017'NM/95, 32.3 FEET EAST SOUTHEAST OF SOUTHWEST CORNER, 2.5 FEET SOUTH
 OG0017'OF SOUTHEAST CORNER AND IN LINE WITH EAST FACE OF THE BARN, FLUSH
 OG0017'WITH THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF 5/8-INCH
 OG0017'DIAMETER COPPER-COATED STEEL ROD, 5 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2861 ***********************************************************************
 KU2861  DESIGNATION -  BARN CUPOLA
 KU2861  PID         -  KU2861
 KU2861  STATE/COUNTY-  NY/NASSAU
 KU2861  USGS QUAD   -  BAYVILLE (1975)
 KU2861
 KU2861                         *CURRENT SURVEY CONTROL
 KU2861  ___________________________________________________________________
 KU2861* NAD 83(1996)-  40 54 49.26826(N)    073 31 31.75493(W)     ADJUSTED  
 KU2861* NAVD 88     -                                                        
 KU2861  ___________________________________________________________________
 KU2861  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KU2861  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2861
 KU2861  HORZ ORDER  -  THIRD
 KU2861
 KU2861.The horizontal coordinates were established by classical geodetic methods
 KU2861.and adjusted by the National Geodetic Survey in January 1999..
 KU2861
 KU2861
 KU2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2861
 KU2861.The geoid height was determined by GEOID03.
 KU2861
 KU2861;                    North         East     Units Scale Factor Converg.
 KU2861;SPC NY L     -    83,062.384   339,974.860   MT  0.99999551   +0 18 37.3
 KU2861;SPC NY L     -   272,513.84  1,115,400.85   sFT  0.99999551   +0 18 37.3
 KU2861;SPC CT       -   161,617.145   239,467.966   MT  1.00004127   -0 30 51.1
 KU2861;SPC CT       -   530,238.92    785,654.49   sFT  1.00004127   -0 30 51.1
 KU2861;UTM  18      - 4,530,221.974   624,172.372   MT  0.99978977   +0 57 56.9
 KU2861
 KU2861                          SUPERSEDED SURVEY CONTROL
 KU2861
 KU2861  NAD 83(1996)-  40 54 49.27066(N)    073 31 31.75425(W) AD(       ) 4
 KU2861  NAD 83(1992)-  40 54 49.26976(N)    073 31 31.75557(W) AD(       ) 4
 KU2861  NAD 83(1986)-  40 54 49.27035(N)    073 31 31.75778(W) AD(       ) 4
 KU2861  NAD 27      -  40 54 48.92000(N)    073 31 33.33000(W) AD(       ) 3
 KU2861
 KU2861.Superseded values are not recommended for survey control.
 KU2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2861.See file dsdata.txt to determine how the superseded data were derived.
 KU2861
 KU2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2417230222(NAD 83)
 KU2861_MARKER: 86 = CUPOLA
 KU2861
 KU2861  HISTORY     - Date     Condition        Report By
 KU2861  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2861  HISTORY     - 1934     GOOD             CGS
 KU2861
 KU2861                          STATION DESCRIPTION
 KU2861
 KU2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2861'THIS CUPOLA IS LOCATED S OF THE ROAD CONNECTING PINE AND CENTER
 KU2861'ISLANDS.  THERE IS ANOTHER WHITE CUPOLA AND BARN N OF THIS
 KU2861'ROAD WHICH WAS NOT LOCATED.
 KU2861
 KU2861                          STATION RECOVERY (1934)
 KU2861
 KU2861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KU2861'RECOVERED, IN GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2240 ***********************************************************************
 OF2240  DESIGNATION -  BARNARD
 OF2240  PID         -  OF2240
 OF2240  STATE/COUNTY-  NY/MONROE
 OF2240  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2240
 OF2240                         *CURRENT SURVEY CONTROL
 OF2240  ___________________________________________________________________
 OF2240* NAD 83(1996)-  43 13 22.94318(N)    077 38 34.85979(W)     ADJUSTED  
 OF2240* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 OF2240  ___________________________________________________________________
 OF2240  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 OF2240  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2240
 OF2240  HORZ ORDER  -  FIRST
 OF2240
 OF2240.The horizontal coordinates were established by classical geodetic methods
 OF2240.and adjusted by the National Geodetic Survey in January 1999..
 OF2240
 OF2240.The orthometric height was scaled from a topographic map.
 OF2240
 OF2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2240
 OF2240.The geoid height was determined by GEOID03.
 OF2240
 OF2240;                    North         East     Units Scale Factor Converg.
 OF2240;SPC NY W     -   358,376.381   426,391.863   MT  1.00000926   +0 38 38.4
 OF2240;SPC NY W     - 1,175,773.18  1,398,920.64   sFT  1.00000926   +0 38 38.4
 OF2240;UTM  18      - 4,788,975.275   285,348.084   MT  1.00016683   -1 48 38.6
 OF2240
 OF2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2240!SPC NY W     -   0.99998666  x   1.00000926  =   0.99999592
 OF2240!UTM  18      -   0.99998666  x   1.00016683  =   1.00015349
 OF2240
 OF2240:                Primary Azimuth Mark                     Grid Az
 OF2240:SPC NY W     -  KODAK                                    163 58 11.5
 OF2240:UTM  18      -  KODAK                                    166 25 28.5
 OF2240
 OF2240|---------------------------------------------------------------------|
 OF2240| PID    Reference Object                     Distance      Geod. Az  |
 OF2240|                                                           dddmmss.s |
 OF2240| OF2258 KODAK                               APPROX. 2.6 KM 1643649.9 |
 OF2240| CZ4104 BARNARD RM 1                          5.804 METERS 17408     |
 OF2240| OF2243 BARNARD 2 1925                       15.487 METERS 22353     |
 OF2240| CZ4105 BARNARD RM 2                         17.116 METERS 25805     |
 OF2240|---------------------------------------------------------------------|
 OF2240
 OF2240                          SUPERSEDED SURVEY CONTROL
 OF2240
 OF2240  NAD 83(1986)-  43 13 22.94986(N)    077 38 34.85847(W) AD(       ) 1
 OF2240  NAD 27      -  43 13 22.72697(N)    077 38 35.84782(W) AD(       ) 1
 OF2240
 OF2240.Superseded values are not recommended for survey control.
 OF2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2240.See file dsdata.txt to determine how the superseded data were derived.
 OF2240
 OF2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8534888975(NAD 83)
 OF2240_MARKER: Z = SEE DESCRIPTION
 OF2240_SETTING: 0 = UNSPECIFIED SETTING
 OF2240
 OF2240  HISTORY     - Date     Condition        Report By
 OF2240  HISTORY     - 1925     MONUMENTED       CGS
 OF2240  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF2240
 OF2240                          STATION DESCRIPTION
 OF2240
 OF2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2240'IN THE ROOF OF THE BARNARD SCHOOL LOCATED NEAR STONE ROAD AND
 OF2240'DEWEY AVENUE, GREECE.  IT IS NEAR THE SOUTHEAST CORNER OF THE
 OF2240'ROOF OF THE MAIN PORTION OF THE BUILDING, 1.11 METERS WEST OF THE
 OF2240'INSIDE FACE OF THE EAST PARAPET WALL, 1.10 METERS NORTH OF THE
 OF2240'INSIDE FACE OF THE SOUTH PARAPET WALL, AND 1.55 METERS NORTHWEST
 OF2240'OF THE INNER SOUTHEAST CORNER.
 OF2240'
 OF2240'STATION AND REFERENCE MARKS ARE SET AS DESCRIBED
 OF2240'
 OF2240'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, IN THE CENTER
 OF2240'OF THE COPING AT THE SOUTHEAST CORNER OF THE ENTRANCE ADDITION
 OF2240'TO THE SCHOOL BUILDING, 0.73 METER NORTH OF THE SOUTH FACE OF THE
 OF2240'COPING, MEASURED NORTH ALONG THE CENTER OF THE COPING OF THE EAST
 OF2240'WALL OF THE ENTRANCE ADDITION TO THE SCHOOL BUILDING.
 OF2240'
 OF2240'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, IN THE CENTER
 OF2240'OF THE COPING OF THE WEST WALL OF THE MAIN PORTION OF THE SCHOOL,
 OF2240'AND 8.75 METERS NORTH OF THE SOUTH EDGE OF THE COPING OF THE
 OF2240'SOUTH WALL, MEASURED ALONG THE CENTER OF THE COPING OF THE WEST
 OF2240'WALL OF THE BUILDING.
 OF2240'
 OF2240'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.98 METERS.
 OF2240
 OF2240                          STATION RECOVERY (1977)
 OF2240
 OF2240'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2240'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2243 ***********************************************************************
 OF2243  DESIGNATION -  BARNARD 2 1925
 OF2243  PID         -  OF2243
 OF2243  STATE/COUNTY-  NY/MONROE
 OF2243  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2243
 OF2243                         *CURRENT SURVEY CONTROL
 OF2243  ___________________________________________________________________
 OF2243* NAD 83(1996)-  43 13 22.58147(N)    077 38 35.33549(W)     ADJUSTED  
 OF2243* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 OF2243  ___________________________________________________________________
 OF2243  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 OF2243  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OF2243
 OF2243  HORZ ORDER  -  SECOND
 OF2243
 OF2243.The horizontal coordinates were established by classical geodetic methods
 OF2243.and adjusted by the National Geodetic Survey in January 1999..
 OF2243
 OF2243.The orthometric height was scaled from a topographic map.
 OF2243
 OF2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2243
 OF2243.The geoid height was determined by GEOID03.
 OF2243
 OF2243;                    North         East     Units Scale Factor Converg.
 OF2243;SPC NY W     -   358,365.098   426,381.253   MT  1.00000924   +0 38 38.1
 OF2243;SPC NY W     - 1,175,736.16  1,398,885.83   sFT  1.00000924   +0 38 38.1
 OF2243;UTM  18      - 4,788,964.455   285,336.999   MT  1.00016688   -1 48 39.0
 OF2243
 OF2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2243!SPC NY W     -   0.99998666  x   1.00000924  =   0.99999590
 OF2243!UTM  18      -   0.99998666  x   1.00016688  =   1.00015354
 OF2243
 OF2243                          SUPERSEDED SURVEY CONTROL
 OF2243
 OF2243  NAD 83(1986)-  43 13 22.58816(N)    077 38 35.33416(W) AD(       ) 2
 OF2243  NAD 27      -  43 13 22.36300(N)    077 38 36.32200(W) AD(       ) 2
 OF2243
 OF2243.Superseded values are not recommended for survey control.
 OF2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2243.See file dsdata.txt to determine how the superseded data were derived.
 OF2243
 OF2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8533788964(NAD 83)
 OF2243
 OF2243  HISTORY     - Date     Condition        Report By
 OF2243  HISTORY     - 1925     MONUMENTED       CGS
 OF2243
 OF2243                          STATION DESCRIPTION
 OF2243
 OF2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2243'NEAR DEWEY AVENUE AND STONE ROAD IN GREECE, 1.00 METER SOUTH OF
 OF2243'THE SOUTHWEST CORNER OF THE MAIN PORTION OF THE BARNARD SCHOOL
 OF2243'BUILDING, AND 5.38 METERS NORTHWEST OF THE SOUTHWEST CORNER OF
 OF2243'THE ENTRANCE ADDITION TO THE SCHOOL.  STATION IS SET AS
 OF2243'DESCRIBED IN NOTE D-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4179 ***********************************************************************
 KU4179  DESIGNATION -  BARNES
 KU4179  PID         -  KU4179
 KU4179  STATE/COUNTY-  NY/SUFFOLK
 KU4179  USGS QUAD   -  EAST HAMPTON (1976)
 KU4179
 KU4179                         *CURRENT SURVEY CONTROL
 KU4179  ___________________________________________________________________
 KU4179* NAD 83(1996)-  40 59 34.82115(N)    072 08 46.89859(W)     ADJUSTED  
 KU4179* NAVD 88     -        43.6    (meters)     143.     (feet)  VERTCON   
 KU4179  ___________________________________________________________________
 KU4179  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KU4179  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU4179
 KU4179  HORZ ORDER  -  FIRST
 KU4179
 KU4179.The horizontal coordinates were established by classical geodetic methods
 KU4179.and adjusted by the National Geodetic Survey in January 1999..
 KU4179
 KU4179.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4179
 KU4179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4179
 KU4179.The geoid height was determined by GEOID03.
 KU4179
 KU4179;                    North         East     Units Scale Factor Converg.
 KU4179;SPC NY L     -    93,413.034   455,960.817   MT  0.99999800   +1 12 44.8
 KU4179;SPC NY L     -   306,472.60  1,495,931.45   sFT  0.99999800   +1 12 44.8
 KU4179;UTM  18      - 4,541,903.448   740,034.819   MT  1.00030919   +1 52 22.0
 KU4179
 KU4179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4179!SPC NY L     -   0.99999807  x   0.99999800  =   0.99999607
 KU4179!UTM  18      -   0.99999807  x   1.00030919  =   1.00030726
 KU4179
 KU4179|---------------------------------------------------------------------|
 KU4179| PID    Reference Object                     Distance      Geod. Az  |
 KU4179|                                                           dddmmss.s |
 KU4179| CB8314 BARNES RM 2                          17.002 METERS 07517     |
 KU4179| KU4128 NAPEAGUE RADIO WSL WEST MAST        APPROX. 7.7 KM 0862031.6 |
 KU4179| KU4157 AMAGANSETT WATER TANK               APPROX. 1.6 KM 1594250.1 |
 KU4179| KU4168 EAST HAMPTON WATER TANK             APPROX. 6.6 KM 2305624.9 |
 KU4179| LX0274 C 2                                 APPROX.21.7 KM 3510219.6 |
 KU4179| CB8313 BARNES RM 1                          15.835 METERS 35411     |
 KU4179|---------------------------------------------------------------------|
 KU4179
 KU4179                          SUPERSEDED SURVEY CONTROL
 KU4179
 KU4179  NAD 83(1996)-  40 59 34.82116(N)    072 08 46.89875(W) AD(       ) 1
 KU4179  NAD 83(1992)-  40 59 34.81964(N)    072 08 46.89823(W) AD(       ) 1
 KU4179  NAD 83(1986)-  40 59 34.82183(N)    072 08 46.90531(W) AD(       ) 1
 KU4179  NAD 27      -  40 59 34.46354(N)    072 08 48.62530(W) AD(       ) 1
 KU4179  NGVD 29 (07/19/86)   43.9    (m)          144.     (f) VERT ANG       
 KU4179
 KU4179.Superseded values are not recommended for survey control.
 KU4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4179.See file dsdata.txt to determine how the superseded data were derived.
 KU4179
 KU4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4003541903(NAD 83)
 KU4179_MARKER: DS = TRIANGULATION STATION DISK
 KU4179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4179+STABILITY: SURFACE MOTION
 KU4179
 KU4179  HISTORY     - Date     Condition        Report By
 KU4179  HISTORY     - 1962     MONUMENTED       CGS
 KU4179  HISTORY     - 1965     GOOD             CGS
 KU4179  HISTORY     - 20020501 MARK NOT FOUND   USPSQD
 KU4179
 KU4179                          STATION DESCRIPTION
 KU4179
 KU4179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4179'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF EAST
 KU4179'HAMPTON, 2 MILES EAST OF THREEMILE HARBOR AND 1-1/2 MILES NORTH
 KU4179'OF AMAGANSETT.  THE PROPERTY IS OWNED BY MRS. A. H. BARNES.
 KU4179'
 KU4179'TO REACH THE STATION FROM THE POST OFFICE IN AMAGANSETT, GO
 KU4179'WEST ON HIGHWAY 27 FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT, NORTH
 KU4179'ON WINDMILL LANE FOR 0.6 MILE TO A T-ROAD, TURN RIGHT, EAST ON
 KU4179'OILED ROAD FOR 0.75 MILE TO A CROSSROAD, TURN LEFT, NORTH
 KU4179'ON STONY HILL ROAD FOR 0.15 MILE TO THE END OF OILED ROAD,
 KU4179'CONTINUE NORTH ON GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD
 KU4179'RIGHT, SIGN BARNES, TURN RIGHT, ON GRAVELED ROAD AND GO 0.15
 KU4179'MILE TO A THREE-WAY FORK, TAKE THE EXTREME RIGHT FORK FOR 0.05
 KU4179'MILE TO THE BACK DOOR OF MRS. BARNES SUMMER HOME AND STATION.
 KU4179'
 KU4179'STATION MARK IS 33 FEET SOUTH OF TELEPHONE POLE NUMBER 11H, 39.4
 KU4179'FEET NORTHWEST OF THE NORTHEAST CORNER OF MRS. BARNES HOME AND
 KU4179'25.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF MRS. BARNES
 KU4179'HOME.  THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KU4179'POST, FLUSH AND STAMPED BARNES 1962.
 KU4179'
 KU4179'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF TELEPHONE POLE NUMBER
 KU4179'11H AND ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK IS A
 KU4179'STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH AND STAMPED
 KU4179'BARNES NO 1 1962.
 KU4179'
 KU4179'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF THE NORTHEAST
 KU4179'CORNER OF MRS. BARNES HOME.  THE MARK IS A STANDARD DISK SET IN
 KU4179'A SQUARE CONCRETE POST, FLUSH AND STAMPED BARNES NO 2 1962.
 KU4179'
 KU4179'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 KU4179
 KU4179                          STATION RECOVERY (1965)
 KU4179
 KU4179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4179'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KU4179'WERE RECOVERED IN GOOD CONDITION.  A DISCREPANCY ON THE HORIZONAL
 KU4179'DISTANCE OF REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS
 KU4179'FOUND.  THE 1962 DESCRIPTION IS ADEQUATE.
 KU4179'
 KU4179'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 KU4179'
 KU4179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4179'1-1/2 MILES NORTH OF AMAGANSETT.
 KU4179
 KU4179                          STATION RECOVERY (2002)
 KU4179
 KU4179'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU4179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2005 ***********************************************************************
 OE2005  DESIGNATION -  BARNES
 OE2005  PID         -  OE2005
 OE2005  STATE/COUNTY-  NY/JEFFERSON
 OE2005  USGS QUAD   -  BARNES CORNERS (1980)
 OE2005
 OE2005                         *CURRENT SURVEY CONTROL
 OE2005  ___________________________________________________________________
 OE2005* NAD 83(1996)-  43 45 42.88885(N)    075 47 38.92735(W)     ADJUSTED  
 OE2005* NAVD 88     -       523.     (meters)    1716.     (feet)  SCALED    
 OE2005  ___________________________________________________________________
 OE2005  LAPLACE CORR-           8.93  (seconds)                    DEFLEC99
 OE2005  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 OE2005
 OE2005  HORZ ORDER  -  FIRST
 OE2005
 OE2005.The horizontal coordinates were established by classical geodetic methods
 OE2005.and adjusted by the National Geodetic Survey in January 1999..
 OE2005
 OE2005.The orthometric height was scaled from a topographic map.
 OE2005
 OE2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE2005
 OE2005.The geoid height was determined by GEOID03.
 OE2005
 OE2005;                    North         East     Units Scale Factor Converg.
 OE2005;SPC NY C     -   418,116.171   313,546.360   MT  0.99998715   +0 32 45.1
 OE2005;SPC NY C     - 1,371,769.47  1,028,693.35   sFT  0.99998715   +0 32 45.1
 OE2005;UTM  18      - 4,845,736.082   436,075.865   MT  0.99965026   -0 32 57.5
 OE2005
 OE2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE2005!SPC NY C     -   0.99992315  x   0.99998715  =   0.99991030
 OE2005!UTM  18      -   0.99992315  x   0.99965026  =   0.99957343
 OE2005
 OE2005:                Primary Azimuth Mark                     Grid Az
 OE2005:SPC NY C     -  NEW BOSTON                               029 49 33.1
 OE2005:UTM  18      -  NEW BOSTON                               030 55 15.7
 OE2005
 OE2005|---------------------------------------------------------------------|
 OE2005| PID    Reference Object                     Distance      Geod. Az  |
 OE2005|                                                           dddmmss.s |
 OE2005| OE1994 NEW BOSTON                          APPROX. 9.4 KM 0302218.2 |
 OE2005| CZ7450 BARNES AZ MK                                       2870150.8 |
 OE2005|---------------------------------------------------------------------|
 OE2005
 OE2005                          SUPERSEDED SURVEY CONTROL
 OE2005
 OE2005  NAD 83(1986)-  43 45 42.89413(N)    075 47 38.92444(W) AD(       ) 1
 OE2005  NAD 27      -  43 45 42.64400(N)    075 47 40.22900(W) AD(       ) 1
 OE2005
 OE2005.Superseded values are not recommended for survey control.
 OE2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2005.See file dsdata.txt to determine how the superseded data were derived.
 OE2005
 OE2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP3607645736(NAD 83)
 OE2005_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE2005
 OE2005  HISTORY     - Date     Condition        Report By
 OE2005  HISTORY     - 1942     MONUMENTED       CGS
 OE2005  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OE2005
 OE2005                          STATION DESCRIPTION
 OE2005
 OE2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE2005'STATION IS ABOUT 4 MILES S OF BARNES CORNERS, ON LAND OWNED AND
 OE2005'OCCUPIED BY GEORGE WAITE.  IT IS ON A LOW BARE HILL ABOUT 500
 OE2005'YARDS N OF THE WAITE HOUSE.  IT IS ABOUT 50 FEET N OF THE S END
 OE2005'OF THE HILL, IS STAMPED BARNES 1942 AND PROJECTS ABOUT 4 INCHES.
 OE2005'
 OE2005'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE2005'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE2005'
 OE2005'REFERENCE MARK NO.1 IS S OF THE STATION, STAMPED BARNES NO.1
 OE2005'1942 AND PROJECTS ABOUT 6 INCHES.
 OE2005'
 OE2005'REFERENCE MARK NO.2 IS SSW OF THE STATION, STAMPED BARNES NO.2 1942
 OE2005'AND PROJECTS ABOUT 4 INCHES.
 OE2005'
 OE2005'THE AZIMUTH MARK IS W OF THE STATION, 19 FEET N OF THE CENTER LINE
 OE2005'OF A DIRT ROAD AND 2 FEET N OF A WHITE REFERENCE POST.  IT IS
 OE2005'STAMPED BARNES 1942 AND PROJECTS ABOUT 6 INCHES.
 OE2005'
 OE2005'TO REACH THE STATION FROM BARNES CORNERS, GO S ON A NARROW
 OE2005'GRAVEL ROAD FOR 3.45 MILES TO A T-INTERSECTION AT A
 OE2005'SCHOOLHOUSE.  TURN LEFT AND GO 0.8 MILE TO THE AZIMUTH MARK ON THE
 OE2005'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE WAITE HOUSE ON
 OE2005'THE LEFT.  THE STATION IS ABOUT 500 YARDS N OF THE HOUSE ON A LOW
 OE2005'HILL.
 OE2005'
 OE2005'A 77-FOOT SIGNAL AT NEW BOSTON, A 90-FOOT SIGNAL AT COPENHAGEN,
 OE2005'A 77-FOOT SIGNAL AT FLAT ROCK, A 100-FOOT SIGNAL AT PARKER, A
 OE2005'100-FOOT SIGNAL AT HOOKER AND A 77-FOOT SIGNAL AT LORRAINE ARE
 OE2005'VISIBLE AT 90 FEET.
 OE2005'
 OE2005'A 90-FOOT SIGNAL AT TREMAINES IS VISIBLE AT 37 FEET.
 OE2005'
 OE2005'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE2005
 OE2005                          STATION RECOVERY (1974)
 OE2005
 OE2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 OE2005'STATION MARK, RM NO. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OE2005'CONDITION.  RM NO. 2 WAS NOT FOUND, HOWEVER IT PROBABLY STILL
 OE2005'EXISTS.  STATION IS LOCATED IN A HEAVILY WOODED AREA, AND VIEW
 OE2005'IS BLOCKED.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 OE2005'
 OE2005'STATION IS LOCATED ON A HILL ABOUT 500 YARDS NORTH OF WAITE
 OE2005'ROAD AND ABOUT 50 FEET NORTH OF SOUTHERN EDGE OF THE HILL.  STATION
 OE2005'MARK IS A STANDARD DISK STAMPED BARNES 1942, SET IN THE TOP OF A
 OE2005'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM GROUND.
 OE2005'
 OE2005'RM NO. 1 IS A STANDARD DISK STAMPED BARNES NO 1 1942, SET IN
 OE2005'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 OE2005'GROUND.
 OE2005'
 OE2005'AZIMUTH MARK IS A STANDARD DISK STAMPED BARNES 1942, SET IN THE
 OE2005'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 OE2005'GROUND.  IT IS 19 FEET NORTHEAST OF THE CENTER LINE OF BARNES
 OE2005'CORNERS-SEVEN-BY-NINE CORNERS ROAD.
 OE2005'
 OE2005'TO REACH STATION FROM THE VILLAGE OF BARNES CORNERS, GO SOUTH
 OE2005'ON THE MAIN ROAD FOR 3.45 MILES TO T-INTERSECTION.  TURN LEFT AND
 OE2005'GO 0.8 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE AHEAD FOR 0.5 MILE
 OE2005'TO LOGGING ROAD LEFT, AT THE WAITES HOUSE ON LEFT.  TURN LEFT
 OE2005'AND GO NORTHERLY ABOUT 500 YARDS TO STATION ON HILL.
 OE2005'
 OE2005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE2005'4 MILES SOUTH OF BARNES CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1113 ***********************************************************************
 NC1113  DESIGNATION -  BARNES
 NC1113  PID         -  NC1113
 NC1113  STATE/COUNTY-  NY/ERIE
 NC1113  USGS QUAD   -  EAST AURORA (1965)
 NC1113
 NC1113                         *CURRENT SURVEY CONTROL
 NC1113  ___________________________________________________________________
 NC1113* NAD 83(1996)-  42 47 23.64634(N)    078 32 11.37463(W)     ADJUSTED  
 NC1113* NAVD 88     -       336.7    (meters)    1105.     (feet)  VERTCON   
 NC1113  ___________________________________________________________________
 NC1113  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 NC1113  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NC1113
 NC1113  HORZ ORDER  -  FIRST
 NC1113
 NC1113.The horizontal coordinates were established by classical geodetic methods
 NC1113.and adjusted by the National Geodetic Survey in January 1999..
 NC1113
 NC1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1113
 NC1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1113
 NC1113.The geoid height was determined by GEOID03.
 NC1113
 NC1113;                    North         East     Units Scale Factor Converg.
 NC1113;SPC NY W     -   309,832.594   353,832.158   MT  0.99993768   +0 01 54.5
 NC1113;SPC NY W     - 1,016,509.10  1,160,864.34   sFT  0.99993768   +0 01 54.5
 NC1113;UTM  17      - 4,740,427.586   701,484.074   MT  1.00009946   +1 40 26.6
 NC1113
 NC1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1113!SPC NY W     -   0.99995259  x   0.99993768  =   0.99989027
 NC1113!UTM  17      -   0.99995259  x   1.00009946  =   1.00005204
 NC1113
 NC1113|---------------------------------------------------------------------|
 NC1113| PID    Reference Object                     Distance      Geod. Az  |
 NC1113|                                                           dddmmss.s |
 NC1113| AJ1679 BARNES RM 1                          25.713 METERS 08736     |
 NC1113| AJ1681 BARNES RM 3                                        1565734.5 |
 NC1113| AJ1680 BARNES RM 2                          24.678 METERS 32011     |
 NC1113|---------------------------------------------------------------------|
 NC1113
 NC1113                          SUPERSEDED SURVEY CONTROL
 NC1113
 NC1113  NAD 83(1986)-  42 47 23.65281(N)    078 32 11.37121(W) AD(       ) 1
 NC1113  NAD 27      -  42 47 23.43713(N)    078 32 12.28878(W) AD(       ) 1
 NC1113  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 NC1113
 NC1113.Superseded values are not recommended for survey control.
 NC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1113.See file dsdata.txt to determine how the superseded data were derived.
 NC1113
 NC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0148440428(NAD 83)
 NC1113_MARKER: DS = TRIANGULATION STATION DISK
 NC1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1113_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1113_STAMPING: BARNES 1973
 NC1113_MARK LOGO: NGS   
 NC1113_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1113+STABILITY: SURFACE MOTION
 NC1113
 NC1113  HISTORY     - Date     Condition        Report By
 NC1113  HISTORY     - 1973     MONUMENTED       NGS
 NC1113  HISTORY     - 19940321 GOOD             PRATT
 NC1113
 NC1113                          STATION DESCRIPTION
 NC1113
 NC1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1113'THE STATION IS ABOUT 4 MILES NORTHEAST OF EAST AURORA, 2-1/2
 NC1113'MILES WEST OF THE GENESEE AND ERIE COUNTY LINE, 1-1/2 MILES
 NC1113'NORTH OF THE JUNCTION OF U.S. HIGHWAY 20 A AND STATE HIGHWAY 358
 NC1113'IN WALES CENTER AND ON PROPERTY OWNED BY THE SAINT NICODEMUS
 NC1113'LUTHERAN CHURCH.
 NC1113'
 NC1113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 A AND
 NC1113'STATE HIGHWAY 358 IN THE VILLAGE OF WALES CENTER, GO NORTH ON
 NC1113'HIGHWAY 358 (FOUR ROD ROAD) FOR 1.5 MILES TO RM 3 ON THE RIGHT
 NC1113'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 358 FOR 0.2 MILE TO THE
 NC1113'JUNCTION OF LIBERIA ROAD.  TURN LEFT ON LIBERIA ROAD (HIGHWAY
 NC1113'358 ALSO TURNS LEFT) AND GO WEST FOR 0.05 MILE TO THE SAINT
 NC1113'NICODEMUS LUTHERAN CHURCH ON THE LEFT AND THE STATION BEHIND
 NC1113'THE CHURCH AS DESCRIBED.
 NC1113'
 NC1113'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED
 NC1113'BARNES 1973.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST
 NC1113'FLUSH WITH THE GROUND.  IT IS 123 FEET SOUTHWEST OF THE
 NC1113'SOUTHEAST CORNER OF THE CHURCH, 98 FEET SOUTH-SOUTHWEST OF THE
 NC1113'SOUTHWEST CORNER OF THE CHURCH, 85 FEET NORTH OF A HEDGE ROW, 59
 NC1113'FEET SOUTH OF THE SOUTH END OF A ROW OF PINE TREES AND 36 FEET
 NC1113'SOUTH OF CENTER OF A GRAVELED DRIVE.
 NC1113'
 NC1113'REFERENCE MARK 1, STAMPED BARNES NO 1 1973, IS A STANDARD DISK
 NC1113'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 120
 NC1113'FEET WEST OF POWER POLE 340-1, 93 FEET SOUTHEAST OF THE
 NC1113'SOUTHWEST CORNER OF THE CHURCH, 80 FEET SOUTH OF THE SOUTHEAST
 NC1113'CORNER OF THE CHURCH AND 2.5 FEET EAST OF A METAL WITNESS POST.
 NC1113'
 NC1113'REFERENCE MARK 2, STAMPED BARNES NO 2 1973, IS A STANDARD DISK
 NC1113'SET IN A ROUND CONCRETE POST ABOUT 2 INCHES BELOW THE
 NC1113'GROUND.  IT IS 159 FEET SOUTH OF CENTER OF HIGHWAY 358 (LIBERIA
 NC1113'ROAD), 99.5 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 58
 NC1113'FEET WEST OF THE SOUTH END OF THE ROW OF PINE TREES, 19 FEET
 NC1113'SOUTHWEST OF CENTER OF THE GRAVELED DRIVE AND 2.5 FEET SOUTHEAST
 NC1113'OF A METAL WITNESS POST.
 NC1113'
 NC1113'REFERENCE MARK 3, STAMPED BARNES NO 3 1973, IS A STANDARD DISK
 NC1113'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 23
 NC1113'FEET EAST OF CENTER OF HIGHWAY 358 (FOUR ROD ROAD), 4 FEET NORTH
 NC1113'OF POWER POLE 343 48 AND 3 FEET SOUTH OF A METAL WITNESS POST.
 NC1113'
 NC1113'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NC1113
 NC1113                          STATION RECOVERY (1994)
 NC1113
 NC1113'RECOVERY NOTE BY PRATT AND HUTH ASSOCIATES 1994 (PGP)
 NC1113'REFER TO PUBLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2009 ***********************************************************************
 PH2009  DESIGNATION -  BARNUM
 PH2009  PID         -  PH2009
 PH2009  STATE/COUNTY-  NY/ST LAWRENCE
 PH2009  USGS QUAD   -  EDWARDS (1982)
 PH2009
 PH2009                         *CURRENT SURVEY CONTROL
 PH2009  ___________________________________________________________________
 PH2009* NAD 83(1996)-  44 20 49.78905(N)    075 21 20.39507(W)     ADJUSTED  
 PH2009* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 PH2009  ___________________________________________________________________
 PH2009  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 PH2009  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 PH2009
 PH2009  HORZ ORDER  -  FIRST
 PH2009
 PH2009.The horizontal coordinates were established by classical geodetic methods
 PH2009.and adjusted by the National Geodetic Survey in January 1999..
 PH2009
 PH2009.The orthometric height was scaled from a topographic map.
 PH2009
 PH2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2009
 PH2009.The geoid height was determined by GEOID03.
 PH2009
 PH2009;                    North         East     Units Scale Factor Converg.
 PH2009;SPC NY E     -   612,690.863    81,778.544   MT  0.99995722   -0 35 53.3
 PH2009;SPC NY E     - 2,010,136.61    268,301.77   sFT  0.99995722   -0 35 53.3
 PH2009;SPC NY C     -   483,571.554   347,884.679   MT  1.00005529   +0 51 29.6
 PH2009;SPC NY C     - 1,586,517.67  1,141,351.65   sFT  1.00005529   +0 51 29.6
 PH2009;UTM  18      - 4,910,494.219   471,651.642   MT  0.99960988   -0 14 55.0
 PH2009
 PH2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2009!SPC NY E     -   0.99997205  x   0.99995722  =   0.99992927
 PH2009!SPC NY C     -   0.99997205  x   1.00005529  =   1.00002734
 PH2009!UTM  18      -   0.99997205  x   0.99960988  =   0.99958194
 PH2009
 PH2009:                Primary Azimuth Mark                     Grid Az
 PH2009:SPC NY E     -  BARNUM AZ MK                             242 26 37.3
 PH2009:SPC NY C     -  BARNUM AZ MK                             240 59 14.4
 PH2009:UTM  18      -  BARNUM AZ MK                             242 05 39.0
 PH2009
 PH2009|---------------------------------------------------------------------|
 PH2009| PID    Reference Object                     Distance      Geod. Az  |
 PH2009|                                                           dddmmss.s |
 PH2009| CZ7454 BARNUM AZ MK                                       2415044.0 |
 PH2009|---------------------------------------------------------------------|
 PH2009
 PH2009                          SUPERSEDED SURVEY CONTROL
 PH2009
 PH2009  NAD 83(1986)-  44 20 49.79618(N)    075 21 20.39610(W) AD(       ) 1
 PH2009  NAD 27      -  44 20 49.57900(N)    075 21 21.63100(W) AD(       ) 1
 PH2009
 PH2009.Superseded values are not recommended for survey control.
 PH2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2009.See file dsdata.txt to determine how the superseded data were derived.
 PH2009
 PH2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7165210494(NAD 83)
 PH2009
 PH2009  HISTORY     - Date     Condition        Report By
 PH2009  HISTORY     - 1942     MONUMENTED       CGS
 PH2009  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH2009
 PH2009                          STATION DESCRIPTION
 PH2009
 PH2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2009'THE STATION IS LOCATED ABOUT 5.0 MILES S OF RICHVILLE AND ABOUT
 PH2009'5.75 MILES ENE OF GOUVERNEUR, ON THE S END OF A ROCKY RIDGE AND ON
 PH2009'PROPERTY OWNED AND OCCUPIED BY WILLIAM DUSHARM.  IT IS 535 FEET SSW
 PH2009'OF THE SE CORNER OF THE BARN, 0.05 MILE S OF THE DUSHARM FARM
 PH2009'HOUSE, 0.05 MILE E OF THE GRAVEL ROAD AND 10 FEET SE OF THE HIGHEST
 PH2009'POINT OF THE RIDGE.  THE DISK IS SET IN THE OUTCROPPING BEDROCK
 PH2009'RIDGE, STAMPED BARNUM 1942 AND IS FLUSH WITH THE ROCK SURFACE.
 PH2009'
 PH2009'THE AZIMUTH MARK IS ABOUT 0.3 MILE WSW OF THE STATION, 20
 PH2009'FEET SE OF THE CENTER OF THE GRAVEL ROAD, 4 FEET S OF AN E AND W
 PH2009'FENCE LINE AND 20 FEET W OF A N AND S FENCE LINE.  THE DISK IS
 PH2009'SET IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FEET.  IT IS
 PH2009'STAMPED BARNUM 1942 AND IS SET FLUSH WITH THE ROCK SURFACE.  TO
 PH2009'REACH FROM THE DRIVEWAY TO THE DUSHARM FARM HOUSE, CONTINUE W ON
 PH2009'GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PH2009'
 PH2009'REFERENCE MARK NO. 1 IS ENE OF THE STATION, SET IN THE NE END OF
 PH2009'THE RIDGE OF BEDROCK.  THE DISK IS STAMPED BARNUM NO 1 1942 AND
 PH2009'IS FLUSH WITH THE ROCK SURFACE.
 PH2009'
 PH2009'REFERENCE MARK NO. 2 IS ESE OF THE STATION, SET IN THE W END OF
 PH2009'THE RIDGE AND ABOUT 25 FEET LOWER IN ELEVATION THAN THE
 PH2009'STATION.  THE DISK IS STAMPED BARNUM NO 2 1942 AND IS FLUSH WITH
 PH2009'THE ROCK SURFACE.
 PH2009'
 PH2009'TO REACH THE STATION FROM THE CONCRETE AND STONE BRIDGE OVER THE
 PH2009'CREEK IN RICHVILLE, GO NE ON U.S. HIGHWAY 11 FOR 0.4 MILE TO A
 PH2009'MACADAM SIDE ROAD RIGHT JUST BEFORE REACHING A WHITE PAINTED
 PH2009'CHURCH ON THE RIGHT.  TURN RIGHT AND GO 1.65 MILES TO A
 PH2009'CROSSROADS AT A BLUE SUNOCO SERVICE STATION ON THE LEFT.
 PH2009'CONTINUE STRAIGHT AHEAD ON MACADAM ROAD FOR 1.85 MILES TO A FORK.
 PH2009'BEAR RIGHT AND GO 1.3 MILES TO A T INTERSECTION.  TURN RIGHT AND
 PH2009'GO S FOR 4.0 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 PH2009'STRAIGHT AHEAD ON GRAVEL ROAD FOR 1.2 MILES TO THE DRIVEWAY TO
 PH2009'THE DUSHARM FARM HOUSE ON THE LEFT.  TURN LEFT INTO THE DRIVEWAY
 PH2009'AND CONTINUE AROUND THE HOUSE TO A PLANK GATE LEADING TO FARM
 PH2009'YARD AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK IN A
 PH2009'SOUTHERLY DIRECTION TO THE END OF THE ROCK LEDGE AND STATION AS
 PH2009'DESCRIBED.  ABOUT A 5-MINUTE PACK.
 PH2009'
 PH2009'NOTE--A 103-FT. TOWER REQUIRED TO CLEAR ALL LINES.
 PH2009'
 PH2009'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 PH2009
 PH2009                          STATION RECOVERY (1975)
 PH2009
 PH2009'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH2009'BARNUM 1942 GOOD
 PH2009'
 PH2009'BARNUM NO. 1 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4370 ***********************************************************************
 LX4370  DESIGNATION -  BARRACKS
 LX4370  PID         -  LX4370
 LX4370  STATE/COUNTY-  NY/ORANGE
 LX4370  USGS QUAD   -  WEST POINT (1981)
 LX4370
 LX4370                         *CURRENT SURVEY CONTROL
 LX4370  ___________________________________________________________________
 LX4370* NAD 83(1996)-  41 23 23.48243(N)    073 57 20.39867(W)     ADJUSTED  
 LX4370* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 LX4370  ___________________________________________________________________
 LX4370  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 LX4370  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LX4370
 LX4370  HORZ ORDER  -  THIRD
 LX4370
 LX4370.The horizontal coordinates were established by classical geodetic methods
 LX4370.and adjusted by the National Geodetic Survey in January 1999..
 LX4370
 LX4370.The orthometric height was scaled from a topographic map.
 LX4370
 LX4370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4370
 LX4370.The geoid height was determined by GEOID03.
 LX4370
 LX4370;                    North         East     Units Scale Factor Converg.
 LX4370;SPC NY E     -   283,982.738   195,522.238   MT  0.99992549   +0 21 35.7
 LX4370;SPC NY E     -   931,700.03    641,475.88   sFT  0.99992549   +0 21 35.7
 LX4370;SPC NJ       -   283,982.738   195,522.238   MT  0.99992549   +0 21 35.7
 LX4370;SPC NJ       -   931,700.03    641,475.88   sFT  0.99992549   +0 21 35.7
 LX4370;UTM  18      - 4,582,562.411   587,311.126   MT  0.99969382   +0 41 25.9
 LX4370
 LX4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4370!SPC NY E     -   0.99999917  x   0.99992549  =   0.99992466
 LX4370!SPC NJ       -   0.99999917  x   0.99992549  =   0.99992466
 LX4370!UTM  18      -   0.99999917  x   0.99969382  =   0.99969299
 LX4370
 LX4370:                Primary Azimuth Mark                     Grid Az
 LX4370:SPC NY E     -  WEST GABLE                               060 50 18.5
 LX4370:SPC NJ       -  WEST GABLE                               060 50 18.5
 LX4370:UTM  18      -  WEST GABLE                               060 30 28.3
 LX4370
 LX4370|---------------------------------------------------------------------|
 LX4370| PID    Reference Object                     Distance      Geod. Az  |
 LX4370|                                                           dddmmss.s |
 LX4370| LX4385 WEST GABLE                          APPROX. 1.8 KM 0611154.2 |
 LX4370| LX4365 ZIP                                 APPROX. 1.8 KM 3275812.0 |
 LX4370|---------------------------------------------------------------------|
 LX4370
 LX4370                          SUPERSEDED SURVEY CONTROL
 LX4370
 LX4370  NAD 83(1986)-  41 23 23.48374(N)    073 57 20.40086(W) AD(       ) 3
 LX4370  NAD 27      -  41 23 23.15300(N)    073 57 21.89900(W) AD(       ) 3
 LX4370
 LX4370.Superseded values are not recommended for survey control.
 LX4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4370.See file dsdata.txt to determine how the superseded data were derived.
 LX4370
 LX4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8731182562(NAD 83)
 LX4370
 LX4370  HISTORY     - Date     Condition        Report By
 LX4370  HISTORY     - 1932     MONUMENTED       CGS
 LX4370  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4370
 LX4370                          STATION DESCRIPTION
 LX4370
 LX4370'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4370'STATION IS THE PROMINENT FLAGPOLE SURMOUNTING THE BATTLEMENTED
 LX4370'ADMINISTRATION BUILDING OF THE WEST POINT MILITARY ACADEMY.  THIS
 LX4370'BUILDING FACES THE HUDSON RIVER AND LIES AT THE TOP OF THE
 LX4370'INCLINE APPROACH FROM THE WHARF AND RAILWAY STATION.
 LX4370'
 LX4370'STATION IS THE POINT ON THIS POLE IMMEDIATELY ABOVE THE
 LX4370'SUPPORTING BRACES AT A HEIGHT A LITTLE ABOVE THE LEVEL OF THE WALL.
 LX4370'
 LX4370'NOT OTHERWISE MARKED.  STATION MUST BE OCCUPIED ECCENTRICALLY.
 LX4370
 LX4370                          STATION RECOVERY (1933)
 LX4370
 LX4370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4370'THIS STATION WAS RECOVERED AND FOUND IN THE SAME CONDITION
 LX4370'AS DESCRIBED BY THIS PARTY LAST YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2238 ***********************************************************************
 MZ2238  DESIGNATION -  BARREN
 MZ2238  PID         -  MZ2238
 MZ2238  STATE/COUNTY-  NY/ALBANY
 MZ2238  USGS QUAD   -  RAVENA (1980)
 MZ2238
 MZ2238                         *CURRENT SURVEY CONTROL
 MZ2238  ___________________________________________________________________
 MZ2238* NAD 83(1996)-  42 28 05.39185(N)    073 47 10.40429(W)     ADJUSTED  
 MZ2238* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2238  ___________________________________________________________________
 MZ2238  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MZ2238  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ2238
 MZ2238  HORZ ORDER  -  THIRD
 MZ2238
 MZ2238.The horizontal coordinates were established by classical geodetic methods
 MZ2238.and adjusted by the National Geodetic Survey in January 1999..
 MZ2238
 MZ2238.The orthometric height was scaled from a topographic map.
 MZ2238
 MZ2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2238
 MZ2238.The geoid height was determined by GEOID03.
 MZ2238
 MZ2238;                    North         East     Units Scale Factor Converg.
 MZ2238;SPC NY E     -   403,844.391   208,695.751   MT  0.99994237   +0 28 55.0
 MZ2238;SPC NY E     - 1,324,946.14    684,695.98   sFT  0.99994237   +0 28 55.0
 MZ2238;UTM  18      - 4,702,471.776   599,782.578   MT  0.99972250   +0 49 10.5
 MZ2238
 MZ2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2238!SPC NY E     -   1.00000481  x   0.99994237  =   0.99994718
 MZ2238!UTM  18      -   1.00000481  x   0.99972250  =   0.99972731
 MZ2238
 MZ2238:                Primary Azimuth Mark                     Grid Az
 MZ2238:SPC NY E     -  SCHODACK LANDING AVIATION BCN            117 54 35.1
 MZ2238:UTM  18      -  SCHODACK LANDING AVIATION BCN            117 34 19.6
 MZ2238
 MZ2238|---------------------------------------------------------------------|
 MZ2238| PID    Reference Object                     Distance      Geod. Az  |
 MZ2238|                                                           dddmmss.s |
 MZ2238| MZ2219 SCHODACK LANDING AVIATION BCN       APPROX. 1.6 KM 1182330.1 |
 MZ2238| MZ2233 FIVE HOOK ISLAND LIGHT              APPROX. 0.6 KM 1440106.3 |
 MZ2238| MZ2206 NEW BALTIMORE LIGHT                 APPROX. 1.9 KM 1733805.7 |
 MZ2238| DA2972 BARREN RM 2                          21.102 METERS 17946     |
 MZ2238| DA2971 BARREN RM 1                          42.180 METERS 31012     |
 MZ2238| MZ2230 COEYMANS BAR LIGHT                  APPROX. 0.5 KM 3501722.2 |
 MZ2238| MZ2231 MIDDLE DIKE 1 1/2                   432.784 METERS 3511259.3 |
 MZ2238| MZ2225 COEYMANS DIKE NORTH LIGHT           APPROX. 1.1 KM 3511256.1 |
 MZ2238| MZ2198 ROAH HOOK LIGHT                     APPROX. 2.4 KM 3592612.8 |
 MZ2238|---------------------------------------------------------------------|
 MZ2238
 MZ2238                          SUPERSEDED SURVEY CONTROL
 MZ2238
 MZ2238  NAD 83(1996)-  42 28 05.39325(N)    073 47 10.40615(W) AD(       ) 3
 MZ2238  NAD 83(1996)-  42 28 05.39343(N)    073 47 10.40609(W) AD(       ) 3
 MZ2238  NAD 83(1992)-  42 28 05.39380(N)    073 47 10.40570(W) AD(       ) 3
 MZ2238  NAD 83(1992)-  42 28 05.39448(N)    073 47 10.40493(W) AD(       ) 3
 MZ2238  NAD 83(1986)-  42 28 05.39451(N)    073 47 10.40441(W) AD(       ) 3
 MZ2238  NAD 27      -  42 28 05.08900(N)    073 47 11.96400(W) AD(       ) 3
 MZ2238
 MZ2238.Superseded values are not recommended for survey control.
 MZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2238.See file dsdata.txt to determine how the superseded data were derived.
 MZ2238
 MZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9978302472(NAD 83)
 MZ2238
 MZ2238  HISTORY     - Date     Condition        Report By
 MZ2238  HISTORY     - 1934     MONUMENTED       CGS
 MZ2238  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2238
 MZ2238                          STATION DESCRIPTION
 MZ2238
 MZ2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2238'ON W SHORE OF HUDSON RIVER ON BARREN ISLAND 545.4 METERS S OF
 MZ2238'COEYMANS BAR LIGHT ON S END COEYMANS MIDDLE DIKE.  STATION IS
 MZ2238'UNDER OLD 4 STORY PAVILION THAT IS ABOUT 40 FEET IN DIAMETER AT
 MZ2238'BASE.  STATION IS 4 INCHES FROM W EDGE OF CENTER PILLAR AND NOT
 MZ2238'EXACT CENTER OF PAVILION.  REFERENCE MARK NO.2 IS 69 FEET S OF
 MZ2238'STATION.
 MZ2238
 MZ2238                          STATION RECOVERY (1935)
 MZ2238
 MZ2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2238'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS
 MZ2238'ADEQUATE.  REFERENCE MARK NO.1 IS 138 FEET NW OF STATION ACROSS
 MZ2238'DEEP CUT THAT HAS ROAD IN IT AND ON CREST OF LAST SMALL RIDGE
 MZ2238'NEAR EDGE OF FASTLAND.
 MZ2238'
 MZ2238'INSTRUMENT WAS SET UP ON 4TH FLOOR OF PAVILION WHICH IS IN VERY
 MZ2238'BAD STATE OF REPAIR.
 MZ2238'
 MZ2238'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2238'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2238'
 MZ2238'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3422 ***********************************************************************
 KU3422  DESIGNATION -  BARREN IS SCHOOLHOUSE 1908
 KU3422  PID         -  KU3422
 KU3422  STATE/COUNTY-  NY/KINGS
 KU3422  USGS QUAD   -  CONEY ISLAND (1979)
 KU3422
 KU3422                         *CURRENT SURVEY CONTROL
 KU3422  ___________________________________________________________________
 KU3422* NAD 83(1996)-  40 35 01.79398(N)    073 53 12.82067(W)     ADJUSTED  
 KU3422* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3422  ___________________________________________________________________
 KU3422  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KU3422  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU3422
 KU3422  HORZ ORDER  -  SECOND
 KU3422
 KU3422.The horizontal coordinates were established by classical geodetic methods
 KU3422.and adjusted by the National Geodetic Survey in January 1999..
 KU3422
 KU3422.The orthometric height was scaled from a topographic map.
 KU3422
 KU3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3422
 KU3422.The geoid height was determined by GEOID03.
 KU3422
 KU3422;                    North         East     Units Scale Factor Converg.
 KU3422;SPC NY L     -    46,330.402   309,575.796   MT  1.00000564   +0 04 26.3
 KU3422;SPC NY L     -   152,002.33  1,015,666.59   sFT  1.00000564   +0 04 26.3
 KU3422;UTM  18      - 4,493,155.429   594,201.126   MT  0.99970923   +0 43 27.1
 KU3422
 KU3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3422!SPC NY L     -   1.00000447  x   1.00000564  =   1.00001011
 KU3422!UTM  18      -   1.00000447  x   0.99970923  =   0.99971370
 KU3422
 KU3422:                Primary Azimuth Mark                     Grid Az
 KU3422:SPC NY L     -  ROCKAWAY PT LIFE SAVING STA              129 21 51.9
 KU3422:UTM  18      -  ROCKAWAY PT LIFE SAVING STA              128 42 51.1
 KU3422
 KU3422|---------------------------------------------------------------------|
 KU3422| PID    Reference Object                     Distance      Geod. Az  |
 KU3422|                                                           dddmmss.s |
 KU3422| KU3379 ROCKAWAY PT LIFE SAVING STA         APPROX. 2.4 KM 1292618.2 |
 KU3422| KU3469 CENTENNIAL TOWER 1904               APPROX. 7.5 KM 2620918.5 |
 KU3422|---------------------------------------------------------------------|
 KU3422
 KU3422                          SUPERSEDED SURVEY CONTROL
 KU3422
 KU3422  NAD 83(1986)-  40 35 01.79559(N)    073 53 12.81906(W) AD(       ) 2
 KU3422  NAD 27      -  40 35 01.41900(N)    073 53 14.32900(W) AD(       ) 2
 KU3422
 KU3422.Superseded values are not recommended for survey control.
 KU3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3422.See file dsdata.txt to determine how the superseded data were derived.
 KU3422
 KU3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9420193155(NAD 83)
 KU3422_MARKER: 62 = FLAGPOLE
 KU3422
 KU3422  HISTORY     - Date     Condition        Report By
 KU3422  HISTORY     - 1908     FIRST OBSERVED   CGS
 KU3422  HISTORY     - 1919     SEE DESCRIPTION  CGS
 KU3422  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KU3422  HISTORY     - 1940     SEE DESCRIPTION  CGS
 KU3422
 KU3422                          STATION DESCRIPTION
 KU3422
 KU3422'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KU3422'THIS STATION IS THE FLAGPOLE ON PUBLIC SCHOOL 120, BARREN ISLAND,
 KU3422'BOROUGH OF BROOKLYN, NEW YORK.
 KU3422'
 KU3422'THE BUILDING IS A TWO AND ONE-HALF-STORY FRAME STRUCTURE
 KU3422'WITH A SLOPING TIN ROOF.
 KU3422'
 KU3422'OWING TO THERE BEING NO LEVEL SURFACE ON THE ROOF, A TRIPOD
 KU3422'AND SCAFFOLD WERE ERECTED FOR OBSERVING PURPOSES.  THE ECCENTRIC
 KU3422'STATION WAS MARKED BY A BRASS TACK DRIVEN IN THE ROOF.
 KU3422'
 KU3422'REACHED BY FULTON ELEVATED TRAIN TO ROCKAWAY AVENUE, TRANSFERRING
 KU3422'TO HAMBURG AVENUE TROLLEY TO CANARSIE, THENCE BY BOAT TO
 KU3422'BARREN ISLAND.
 KU3422
 KU3422                          STATION RECOVERY (1919)
 KU3422
 KU3422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (CGQ)
 KU3422'FLAGPOLE STRUCK BY LIGHTNING AND REMOVED.  THE BRACKET WHICH
 KU3422'HELD THE FLAGPOLE IN PLACE AND THE IRON STEP IN WHICH THE FOOT OF
 KU3422'THE POLE WAS STEPPED, ARE IN PLACE AND APPARENTLY
 KU3422'UNDISTURBED.  ROOF HAS BEEN RECOVERED AND NO SIGN OF THE BRASS
 KU3422'TACK MARKING ECCENTRIC STATION.  POSSIBLY SAME REMAINS UNDER
 KU3422'NEW ROOFING.  A NEW FLAGPOLE HAS BEEN ERECTED ON THE GROUND NEAR
 KU3422'THE BUILDING AND ALSO A WATER TANK IS NOW NEAR THE BUILDING.
 KU3422
 KU3422                          STATION RECOVERY (1931)
 KU3422
 KU3422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3422'RECOVERED IN POOR CONDITION FROM THE ORIGINAL DESCRIPTION.  THE
 KU3422'FLAGPOLE ORIGINALLY MARKING THE STATION HAS BEEN REMOVED, BUT THE
 KU3422'POLE-BRACKETS WHICH REMAIN IN PLACE UNDER THE ROOF WOULD PERMIT
 KU3422'RE-ESTABLISHMENT OF THE STATION WITHIN 0.05 METER.
 KU3422'
 KU3422'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS N OF ROCKAWAY
 KU3422'INLET ON BARREN ISLAND AT 57 MAIN STREET, ATOP PUBLIC
 KU3422'SCHOOL 120 (A 2 1/2-STORY FRAME STRUCTURE).  IT IS ON THE
 KU3422'ROOF-RIDGE AT THE END OF THE ROOF ACCESSIBLE THROUGH A TRAP-DOOR.
 KU3422'
 KU3422'CENTER IS IDEFINITELY MARKED (WITHIN 0.05 METER) BY THE ORIGINAL
 KU3422'FLAGPOLE BRACKETS BENEATH THE ROOF.  THE SINGLE ORIGINAL
 KU3422'REFERENCE MARK (A BRASS TACK DRIVEN IN THE ROOF-RIDGE 1.772
 KU3422'METERS DISTANT TOWARD ROOF-CENTER) HAS BEEN REMOVED OR COVERED
 KU3422'BY METAL SHEATHING.  NO OTHER REFERENCE MARKS WERE PLACED (NOW
 KU3422'OR ORIGINALLY), NOR ANY ADDITIONAL REFERENCE MEASUREMENTS TAKEN.
 KU3422
 KU3422                          STATION RECOVERY (1940)
 KU3422
 KU3422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (BGJ)
 KU3422'SCHOOLHOUSE IN RUINS.  AS STATION MARK WAS FLAGPOLE EXTENDING
 KU3422'THROUGH ROOF, IT IS UNLIKELY THAT STATION COULD
 KU3422'BE RECOVERED.  PHOTOGRAPH TAKEN JULY 5, 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2236 ***********************************************************************
 MZ2236  DESIGNATION -  BARREN ISLAND
 MZ2236  PID         -  MZ2236
 MZ2236  STATE/COUNTY-  NY/ALBANY
 MZ2236  USGS QUAD   -  RAVENA (1980)
 MZ2236
 MZ2236                         *CURRENT SURVEY CONTROL
 MZ2236  ___________________________________________________________________
 MZ2236* NAD 83(1996)-  42 27 51.65696(N)    073 47 07.54934(W)     ADJUSTED  
 MZ2236* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2236  ___________________________________________________________________
 MZ2236  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MZ2236  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ2236
 MZ2236  HORZ ORDER  -  THIRD
 MZ2236
 MZ2236.The horizontal coordinates were established by classical geodetic methods
 MZ2236.and adjusted by the National Geodetic Survey in January 1999..
 MZ2236
 MZ2236.The orthometric height was scaled from a topographic map.
 MZ2236
 MZ2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2236
 MZ2236.The geoid height was determined by GEOID03.
 MZ2236
 MZ2236;                    North         East     Units Scale Factor Converg.
 MZ2236;SPC NY E     -   403,421.173   208,764.534   MT  0.99994247   +0 28 56.8
 MZ2236;SPC NY E     - 1,323,557.63    684,921.64   sFT  0.99994247   +0 28 56.8
 MZ2236;UTM  18      - 4,702,049.063   599,853.837   MT  0.99972268   +0 49 12.2
 MZ2236
 MZ2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2236!SPC NY E     -   1.00000481  x   0.99994247  =   0.99994728
 MZ2236!UTM  18      -   1.00000481  x   0.99972268  =   0.99972749
 MZ2236
 MZ2236|---------------------------------------------------------------------|
 MZ2236| PID    Reference Object                     Distance      Geod. Az  |
 MZ2236|                                                           dddmmss.s |
 MZ2236| MZ2235 MILLER                              335.338 METERS 06719     |
 MZ2236| MZ2240 BARREN ISLAND B                     402.394 METERS 3572723.6 |
 MZ2236|---------------------------------------------------------------------|
 MZ2236
 MZ2236                          SUPERSEDED SURVEY CONTROL
 MZ2236
 MZ2236  NAD 83(1996)-  42 27 51.65832(N)    073 47 07.55120(W) AD(       ) 3
 MZ2236  NAD 83(1996)-  42 27 51.65850(N)    073 47 07.55114(W) AD(       ) 3
 MZ2236  NAD 83(1992)-  42 27 51.65888(N)    073 47 07.55076(W) AD(       ) 3
 MZ2236  NAD 83(1992)-  42 27 51.65958(N)    073 47 07.54997(W) AD(       ) 3
 MZ2236  NAD 83(1986)-  42 27 51.65962(N)    073 47 07.54943(W) AD(       ) 3
 MZ2236  NAD 27      -  42 27 51.35500(N)    073 47 09.11000(W) AD(       ) 3
 MZ2236
 MZ2236.Superseded values are not recommended for survey control.
 MZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2236.See file dsdata.txt to determine how the superseded data were derived.
 MZ2236
 MZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9985402049(NAD 83)
 MZ2236
 MZ2236  HISTORY     - Date     Condition        Report By
 MZ2236  HISTORY     - 1879     MONUMENTED       NYSS
 MZ2236  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2236  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2236
 MZ2236                          STATION DESCRIPTION
 MZ2236
 MZ2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2236'ON THE W SIDE OF HUDSON RIVER, 1/2 MILE S OF COEYMANS ON A 20
 MZ2236'KNOLL ON THE S END OF BARREN ISLAND.  STATION IS ABOUT 20 YARDS
 MZ2236'N OF S END OF ISLAND.  ISLAND IS NOW JOINED TO MAINLAND BY A
 MZ2236'SAND FILL FROM DREDGING OPERATIONS.
 MZ2236'
 MZ2236'STANDARD N.Y.S.S. GRANITE MONUMENT 176 WAS FOUND IN GOOD
 MZ2236'CONDITION.  NO REFERENCES WERE DUG FOR.
 MZ2236'
 MZ2236'A POLE SIGNAL WAS ERECTED AND THE STATION CUT IN FROM 1934
 MZ2236'C.S. RIVER SCHEME.
 MZ2236
 MZ2236                          STATION RECOVERY (1935)
 MZ2236
 MZ2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2236'RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.A. BOND IN 1934, WITH
 MZ2236'EXCEPTION THAT 1879 SKETCH HAS BEEN REVISED TO AGREE WITH PRESENT
 MZ2236'CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2240 ***********************************************************************
 MZ2240  DESIGNATION -  BARREN ISLAND B
 MZ2240  PID         -  MZ2240
 MZ2240  STATE/COUNTY-  NY/ALBANY
 MZ2240  USGS QUAD   -  RAVENA (1980)
 MZ2240
 MZ2240                         *CURRENT SURVEY CONTROL
 MZ2240  ___________________________________________________________________
 MZ2240* NAD 83(1996)-  42 28 04.68505(N)    073 47 08.33101(W)     ADJUSTED  
 MZ2240* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2240  ___________________________________________________________________
 MZ2240  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MZ2240  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ2240
 MZ2240  HORZ ORDER  -  THIRD
 MZ2240
 MZ2240.The horizontal coordinates were established by classical geodetic methods
 MZ2240.and adjusted by the National Geodetic Survey in January 1999..
 MZ2240
 MZ2240.The orthometric height was scaled from a topographic map.
 MZ2240
 MZ2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2240
 MZ2240.The geoid height was determined by GEOID03.
 MZ2240
 MZ2240;                    North         East     Units Scale Factor Converg.
 MZ2240;SPC NY E     -   403,822.983   208,743.294   MT  0.99994244   +0 28 56.4
 MZ2240;SPC NY E     - 1,324,875.90    684,851.96   sFT  0.99994244   +0 28 56.4
 MZ2240;UTM  18      - 4,702,450.653   599,830.235   MT  0.99972262   +0 49 11.9
 MZ2240
 MZ2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2240!SPC NY E     -   1.00000497  x   0.99994244  =   0.99994741
 MZ2240!UTM  18      -   1.00000497  x   0.99972262  =   0.99972759
 MZ2240
 MZ2240:                Primary Azimuth Mark                     Grid Az
 MZ2240:SPC NY E     -  MILLER                                   129 19 14.9
 MZ2240:UTM  18      -  MILLER                                   128 58 59.4
 MZ2240
 MZ2240|---------------------------------------------------------------------|
 MZ2240| PID    Reference Object                     Distance      Geod. Az  |
 MZ2240|                                                           dddmmss.s |
 MZ2240| MZ2235 MILLER                              425.989 METERS 1294811.3 |
 MZ2240| MZ2236 BARREN ISLAND                       402.394 METERS 1772723.1 |
 MZ2240|---------------------------------------------------------------------|
 MZ2240
 MZ2240                          SUPERSEDED SURVEY CONTROL
 MZ2240
 MZ2240  NAD 83(1996)-  42 28 04.68645(N)    073 47 08.33286(W) AD(       ) 3
 MZ2240  NAD 83(1996)-  42 28 04.68663(N)    073 47 08.33280(W) AD(       ) 3
 MZ2240  NAD 83(1992)-  42 28 04.68700(N)    073 47 08.33241(W) AD(       ) 3
 MZ2240  NAD 83(1992)-  42 28 04.68768(N)    073 47 08.33165(W) AD(       ) 3
 MZ2240  NAD 83(1986)-  42 28 04.68770(N)    073 47 08.33110(W) AD(       ) 3
 MZ2240  NAD 27      -  42 28 04.38300(N)    073 47 09.89200(W) AD(       ) 3
 MZ2240
 MZ2240.Superseded values are not recommended for survey control.
 MZ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2240.See file dsdata.txt to determine how the superseded data were derived.
 MZ2240
 MZ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9983002451(NAD 83)
 MZ2240
 MZ2240  HISTORY     - Date     Condition        Report By
 MZ2240  HISTORY     - 1928     MONUMENTED       USE
 MZ2240  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2240  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2240  HISTORY     - 1953     SEE DESCRIPTION  USGS
 MZ2240
 MZ2240                          STATION DESCRIPTION
 MZ2240
 MZ2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2240'ON THE W SIDE OF THE HUDSON RIVER AT THE DOCK ON N END OF
 MZ2240'BARREN ISLAND MARKED BY A STANDARD U.S.E. CONCRETE MONUMENT.
 MZ2240
 MZ2240                          STATION RECOVERY (1935)
 MZ2240
 MZ2240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2240'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING
 MZ2240'ADDITION--
 MZ2240'
 MZ2240'STATION MARK IS A CROSS CUT IN 3/4-INCH IRON PLUG EMBEDDED IN
 MZ2240'8-INCH SQUARE CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 MZ2240'
 MZ2240'D AS SHOWN ON SKETCH OPPOSITE IS AN ELM TREE WITH A CROTCH ABOUT
 MZ2240'7 FEET FROM THE GROUND.  IT IS THE MOST NORTHERLY ONE OF A ROW
 MZ2240'OF TREES AND IS JUST TO THE S OF A STONE RETAINING WALL FOR AN
 MZ2240'OLD ROADWAY.
 MZ2240
 MZ2240                          STATION RECOVERY (1953)
 MZ2240
 MZ2240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MZ2240'DOCK HAS BEEN WASHED AWAY AND REFERENCE MARK COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2162 ***********************************************************************
 MZ2162  DESIGNATION -  BARRY
 MZ2162  PID         -  MZ2162
 MZ2162  STATE/COUNTY-  NY/DUTCHESS
 MZ2162  USGS QUAD   -  SAUGERTIES (1978)
 MZ2162
 MZ2162                         *CURRENT SURVEY CONTROL
 MZ2162  ___________________________________________________________________
 MZ2162* NAD 83(1996)-  42 00 06.64738(N)    073 55 54.50746(W)     ADJUSTED  
 MZ2162* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 MZ2162  ___________________________________________________________________
 MZ2162  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MZ2162  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MZ2162
 MZ2162  HORZ ORDER  -  THIRD
 MZ2162
 MZ2162.The horizontal coordinates were established by classical geodetic methods
 MZ2162.and adjusted by the National Geodetic Survey in January 1999..
 MZ2162
 MZ2162.The orthometric height was scaled from a topographic map.
 MZ2162
 MZ2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2162
 MZ2162.The geoid height was determined by GEOID03.
 MZ2162
 MZ2162;                    North         East     Units Scale Factor Converg.
 MZ2162;SPC NY E     -   351,961.298   197,069.185   MT  0.99992725   +0 22 48.8
 MZ2162;SPC NY E     - 1,154,726.36    646,551.15   sFT  0.99992725   +0 22 48.8
 MZ2162;UTM  18      - 4,650,533.078   588,463.139   MT  0.99969629   +0 42 53.4
 MZ2162
 MZ2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2162!SPC NY E     -   1.00000390  x   0.99992725  =   0.99993115
 MZ2162!UTM  18      -   1.00000390  x   0.99969629  =   0.99970019
 MZ2162
 MZ2162|---------------------------------------------------------------------|
 MZ2162| PID    Reference Object                     Distance      Geod. Az  |
 MZ2162|                                                           dddmmss.s |
 MZ2162| DA2973 BARRY RM 1                           16.976 METERS 11207     |
 MZ2162| LX4590 GOOSE                               APPROX. 0.7 KM 1902901.2 |
 MZ2162| DA2974 BARRY RM 2                           13.633 METERS 19315     |
 MZ2162|---------------------------------------------------------------------|
 MZ2162
 MZ2162                          SUPERSEDED SURVEY CONTROL
 MZ2162
 MZ2162  NAD 83(1986)-  42 00 06.64697(N)    073 55 54.50852(W) AD(       ) 3
 MZ2162  NAD 27      -  42 00 06.31700(N)    073 55 56.01800(W) AD(       ) 3
 MZ2162
 MZ2162.Superseded values are not recommended for survey control.
 MZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2162.See file dsdata.txt to determine how the superseded data were derived.
 MZ2162
 MZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8846350533(NAD 83)
 MZ2162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2162
 MZ2162  HISTORY     - Date     Condition        Report By
 MZ2162  HISTORY     - 1934     MONUMENTED       CGS
 MZ2162  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2162  HISTORY     - 1961     SEE DESCRIPTION  USE
 MZ2162  HISTORY     - 1976     SEE DESCRIPTION  NGS
 MZ2162
 MZ2162                          STATION DESCRIPTION
 MZ2162
 MZ2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2162'ON E SHORE OF HUDSON RIVER ON SAUGERTIES AND NEW YORK STEAMBOAT
 MZ2162'DOCK AT BARRYTOWN.  STATION IS 10 FEET S AND 10 FEET E OF NW
 MZ2162'CORNER OF DOCK.
 MZ2162'
 MZ2162'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2162'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 MZ2162'
 MZ2162'REFERENCE MARK NO.1 IS 56 FEET ESE OF STATION AND 4 FEET FROM
 MZ2162'NE CORNER OF BUILDING.  REFERENCE MARK NO.2 IS 45 FEET S OF
 MZ2162'STATION AND IN THIRD CONCRETE COLUMN FOOTING FROM N END OF
 MZ2162'BUILDING.
 MZ2162
 MZ2162                          STATION RECOVERY (1935)
 MZ2162
 MZ2162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2162'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS INADEQUATE AND
 MZ2162'INCORRECT.  THE FOLLOWING SKETCH, BENEATH, GIVES THE CORRECTED
 MZ2162'MEASUREMENTS, AND NECESSARY SUPPLEMENT TO DESCRIPTION.
 MZ2162
 MZ2162                          STATION RECOVERY (1961)
 MZ2162
 MZ2162'RECOVERY NOTE BY US ENGINEERS 1961
 MZ2162'STATION NOT LOCATED.  PROBABLY BURIED.
 MZ2162
 MZ2162                          STATION RECOVERY (1976)
 MZ2162
 MZ2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 MZ2162'ALL MARKS ARE GONE.  THE EROSION AREA NOW EXTENDS 30 FEET
 MZ2162'SOUTHEAST OF NORTHWEST CORNER OF THE DOCK, AND THE STATION MARK
 MZ2162'WAS ONLY 10 FEET FROM THERE.  THE OUTLINE OF THE OLD BUILDING
 MZ2162'FOUNDATION CAN BE IDENTIFIED, BUT NO FOOTINGS REMAIN, AND THE
 MZ2162'EROSION IS NOW NEAR THE NORTHEAST CORNER OF THE BUILDING
 MZ2162'FOUNDATION WHERE RM 1 WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1781 ***********************************************************************
 OF1781  DESIGNATION -  BARRY 1925
 OF1781  PID         -  OF1781
 OF1781  STATE/COUNTY-  NY/MONROE
 OF1781  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1781
 OF1781                         *CURRENT SURVEY CONTROL
 OF1781  ___________________________________________________________________
 OF1781* NAD 83(1996)-  43 08 13.62978(N)    077 36 01.76833(W)     ADJUSTED  
 OF1781* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 OF1781  ___________________________________________________________________
 OF1781  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 OF1781  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1781
 OF1781  HORZ ORDER  -  SECOND
 OF1781
 OF1781.The horizontal coordinates were established by classical geodetic methods
 OF1781.and adjusted by the National Geodetic Survey in January 1999..
 OF1781
 OF1781.The orthometric height was scaled from a topographic map.
 OF1781
 OF1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1781
 OF1781.The geoid height was determined by GEOID03.
 OF1781
 OF1781;                    North         East     Units Scale Factor Converg.
 OF1781;SPC NY W     -   348,871.165   429,958.724   MT  1.00001612   +0 40 19.4
 OF1781;SPC NY W     - 1,144,588.15  1,410,622.91   sFT  1.00001612   +0 40 19.4
 OF1781;UTM  18      - 4,779,324.713   288,505.356   MT  1.00015028   -1 46 43.4
 OF1781
 OF1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1781!SPC NY W     -   0.99998019  x   1.00001612  =   0.99999631
 OF1781!UTM  18      -   0.99998019  x   1.00015028  =   1.00013047
 OF1781
 OF1781|---------------------------------------------------------------------|
 OF1781| PID    Reference Object                     Distance      Geod. Az  |
 OF1781|                                                           dddmmss.s |
 OF1781| OF1787 HERSCHELL 1925                      225.061 METERS 11106     |
 OF1781| OF1747 LINDEN A 1925                       494.407 METERS 2924233.9 |
 OF1781|---------------------------------------------------------------------|
 OF1781
 OF1781                          SUPERSEDED SURVEY CONTROL
 OF1781
 OF1781  NAD 83(1986)-  43 08 13.63847(N)    077 36 01.76708(W) AD(       ) 2
 OF1781  NAD 27      -  43 08 13.41600(N)    077 36 02.76500(W) AD(       ) 2
 OF1781
 OF1781.Superseded values are not recommended for survey control.
 OF1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1781.See file dsdata.txt to determine how the superseded data were derived.
 OF1781
 OF1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8850579325(NAD 83)
 OF1781
 OF1781  HISTORY     - Date     Condition        Report By
 OF1781  HISTORY     - 1925     MONUMENTED       CGS
 OF1781  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1781  HISTORY     - 19950415 GOOD             USPSQD
 OF1781
 OF1781                          STATION DESCRIPTION
 OF1781
 OF1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1781'IN ROCHESTER, 0.53 METER SOUTH OF THE SOUTH CURB OF LINDEN
 OF1781'STREET, 23.68 METERS EAST OF THE EAST EDGE OF THE EAST SIDEWALK
 OF1781'ON MEIGS STREET, (MEASURED ALONG THE SOUTH EDGE OF THE CURB ON
 OF1781'LINDEN STREET), AND 18.60 METERS NORTHEAST OF THE NORTHWEST
 OF1781'CORNER OF THE ELLWANGER AND BARRY SCHOOL WHICH IS LOCATED AT
 OF1781'THE SOUTHEAST CORNER OF MEIGS AND LINDEN STREETS.  STATION IS
 OF1781'SET AS DESCRIBED IN NOTE D-1.
 OF1781
 OF1781                          STATION RECOVERY (1977)
 OF1781
 OF1781'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1781'BARRY GOOD.
 OF1781
 OF1781                          STATION RECOVERY (1995)
 OF1781
 OF1781'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1827 ***********************************************************************
 OE1827  CBN         -  This is a Cooperative Base Network Control Station.
 OE1827  DESIGNATION -  BARTO RESET=28
 OE1827  PID         -  OE1827
 OE1827  STATE/COUNTY-  NY/HERKIMER
 OE1827  USGS QUAD   -  MIDDLEVILLE (1943)
 OE1827
 OE1827                         *CURRENT SURVEY CONTROL
 OE1827  ___________________________________________________________________
 OE1827* NAD 83(1996)-  43 07 50.01927(N)    074 53 23.00242(W)     ADJUSTED  
 OE1827* NAVD 88     -       503.6    (meters)    1652.     (feet)  GPS OBS   
 OE1827  ___________________________________________________________________
 OE1827  X           -   1,215,382.060 (meters)                     COMP
 OE1827  Y           -  -4,501,195.893 (meters)                     COMP
 OE1827  Z           -   4,338,421.483 (meters)                     COMP
 OE1827  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 OE1827  ELLIP HEIGHT-         472.54  (meters)          (12/03/02) GPS OBS
 OE1827  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 OE1827
 OE1827  HORZ ORDER  -  B
 OE1827  ELLP ORDER  -  THIRD     CLASS I
 OE1827
 OE1827.The horizontal coordinates were established by GPS observations
 OE1827.and adjusted by the National Geodetic Survey in July 1997..
 OE1827
 OE1827.The orthometric height was determined by GPS observations and a
 OE1827.high-resolution geoid model.
 OE1827
 OE1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OE1827
 OE1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1827
 OE1827.The ellipsoidal height was determined by GPS observations
 OE1827.and is referenced to NAD 83.
 OE1827
 OE1827.The geoid height was determined by GEOID03.
 OE1827
 OE1827;                    North         East     Units Scale Factor Converg.
 OE1827;SPC NY E     -   477,248.752   118,292.140   MT  0.99991236   -0 15 59.2
 OE1827;SPC NY E     - 1,565,773.61    388,096.80   sFT  0.99991236   -0 15 59.2
 OE1827;UTM  18      - 4,775,319.430   508,969.451   MT  0.99960099   +0 04 31.4
 OE1827
 OE1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1827!SPC NY E     -   0.99992590  x   0.99991236  =   0.99983827
 OE1827!UTM  18      -   0.99992590  x   0.99960099  =   0.99952692
 OE1827
 OE1827:                Primary Azimuth Mark                     Grid Az
 OE1827:SPC NY E     -  BARTO AZ MK                              080 38 15.1
 OE1827:UTM  18      -  BARTO AZ MK                              080 17 44.5
 OE1827
 OE1827|---------------------------------------------------------------------|
 OE1827| PID    Reference Object                     Distance      Geod. Az  |
 OE1827|                                                           dddmmss.s |
 OE1827| CZ7457 BARTO AZ MK                                        0802215.9 |
 OE1827| AI7916 BARTO RM 1                           17.992 METERS 17140     |
 OE1827| AI7917 BARTO RM 2                           16.428 METERS 27211     |
 OE1827| OE1829 DAIRY HILL FIRETOWER                APPROX. 8.2 KM 3520344.0 |
 OE1827|---------------------------------------------------------------------|
 OE1827
 OE1827                          SUPERSEDED SURVEY CONTROL
 OE1827
 OE1827  ELLIP H (07/24/97)  472.55   (m)                       GP(       ) 1 1
 OE1827  NAD 83(1992)-  43 07 50.01821(N)    074 53 23.00183(W) AD(       ) B
 OE1827  ELLIP H (04/16/93)  472.50   (m)                       GP(       ) 4 1
 OE1827  NAD 83(1986)-  43 07 50.02033(N)    074 53 23.00226(W) AD(       ) 1
 OE1827  NAD 27      -  43 07 49.76952(N)    074 53 24.44664(W) AD(       ) 1
 OE1827
 OE1827.Superseded values are not recommended for survey control.
 OE1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1827.See file dsdata.txt to determine how the superseded data were derived.
 OE1827
 OE1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0896975319(NAD 83)
 OE1827_MARKER: DS = TRIANGULATION STATION DISK
 OE1827_SETTING: 0 = UNSPECIFIED SETTING
 OE1827_SP_SET: CONCRETE POST
 OE1827_STAMPING: BARTO 1879 1940
 OE1827_MARK LOGO: CGS   
 OE1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1827+STABILITY: SURFACE MOTION
 OE1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE1827+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 OE1827
 OE1827  HISTORY     - Date     Condition        Report By
 OE1827  HISTORY     - 1940     MONUMENTED       NYSS
 OE1827  HISTORY     - 1940     SEE DESCRIPTION  CGS
 OE1827  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OE1827  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1827  HISTORY     - 19920806 GOOD
 OE1827  HISTORY     - 19940620 GOOD             NYDT
 OE1827  HISTORY     - 20050728 GOOD             NYDT
 OE1827
 OE1827                          STATION DESCRIPTION
 OE1827
 OE1827'DESCRIBED BY NEW YORK STATE SURVEY 1940
 OE1827'THE STATION IS LOCATED ABOUT 32.2 KM (20.00 MI) EAST OF UTICA, 12.8 KM
 OE1827'(7.95 MI) NORTH OF INTERSTATE HIGHWAY 90, 11.3 KM (7.00 MI) NORTHEAST
 OE1827'OF LITTLE FALLS, ON THE TOP OF A PROMINENT KNOLL. OWNERSHIP--UNKNOWN.
 OE1827'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 5 AND 170 IN
 OE1827'LITTLE FALLS, GO NORTHERLY ON ROUTE 170 FOR 12.4 KM (7.70 MI) TO THE
 OE1827'JUNCTION OF STATE ROUTE 29.  TURN RIGHT AND GO EAST ON STATE ROUTE 29
 OE1827'FOR 0.48 KM (0.30 MI) TO A VACANT FARM ON THE RIGHT.  TURN RIGHT AND
 OE1827'GO SOUTHEAST BETWEEN THE REMAINS OF THE HOUSE AND BARN AND THEN UP
 OE1827'THE HILL ON A VERY DIM TRACK ROAD FOR 0.4 KM (0.25 MI) TO THE TOP OF
 OE1827'THE HILL AND THE STATION.
 OE1827'LOCATED 1.5 M (4.9 FT) EAST FROM THE BROKEN DOWN FENCE, 1.1 M
 OE1827'(3.6 FT) NORTH FROM A WITNESS POST.  THE MARK PROJECTS ABOUT 20 CM
 OE1827'ABOVE THE GROUND.
 OE1827
 OE1827                          STATION RECOVERY (1940)
 OE1827
 OE1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RFS)
 OE1827'THIS IS N.Y. STATE SURVEY STATION NO.28, ESTABLISHED BY THAT
 OE1827'ORGANIZATION IN 1879.  IT IS ABOUT 1.4 MILES SE OF FAIRFIELD
 OE1827'AND 3.3 MILES W OF SALISBURY, ON A PROMINENT BARE HILL KNOWN AS
 OE1827'BARTO HILL.  IT IS ON PROPERTY OWNED BY MR. FRANK GLOVER, IN A
 OE1827'FENCE LINE ABOUT 0.2 MILE E OF HIS HOUSE.
 OE1827'
 OE1827'WHEN RECOVERED THE SURFACE MARK WAS FOUND TO BE 8 INCHES
 OE1827'ECCENTRIC FROM THE UNDERGROUND MARK.  THE STATION WAS REMARKED
 OE1827'IN 1940, HOLDING THE POSITION OF THE UNDERGROUND MARK.  THE NEW
 OE1827'SURFACE MARK IS A BRONZE DISK CEMENTED IN THE TOP OF THE GRANITE
 OE1827'POST WHICH WAS THE OLD SURFACE MARK AND THE POST IS SET IN
 OE1827'CONCRETE.  THE POST HAS THE LEGEND NYSS 28 CUT IN ITS SIDE.  THE
 OE1827'DISK IS STAMPED BARTO 1879-1940.  THE OLD UNDERGROUND MARK, AN
 OE1827'EARTHEN WARE POT WAS REMOVED AND REPLACED WITH A C. AND G.S.
 OE1827'DISK CEMENTED IN ROCK.
 OE1827'
 OE1827'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 OE1827'
 OE1827'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN OUTCROPPING
 OE1827'BEDROCK.
 OE1827'
 OE1827'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 OE1827'NOTE 11A.
 OE1827'
 OE1827'REFERENCE MARK NO.1 IS IN THE FENCE LINE S OF THE STATION.
 OE1827'
 OE1827'REFERENCE MARK NO.2 IS IN THE FIELD W OF THE STATION.
 OE1827'
 OE1827'THE AZIMUTH MARK IS LOCATED 1.6 MILES E OF MR. GLOVERS HOUSE,
 OE1827'9 PACES S OF THE CENTER LINE OF STATE ROUTE NO.29, ON A SMALL
 OE1827'KNOLL IN THE RIGHT-OF-WAY FENCE LINE.
 OE1827'
 OE1827'TO REACH THE STATION FROM FAIRFIELD GO E ON STATE ROUTE 29,
 OE1827'0.7 MILE TO JUNCTION WITH STATE ROUTE 170.  CONTINUE ON ROUTE 29
 OE1827'BY TAKING LEFT FORK AND GO 0.4 MILE TO MR GLOVERS FARM ON THE
 OE1827'RIGHT.  TURN RIGHT ON FARM ROAD, PASS JUST TO THE RIGHT OF THE
 OE1827'HOUSE AND CONTINUE EASTERLY UP HILL ABOUT 0.25 MILE TO THE
 OE1827'STATION, WHICH IS IN THE FENCE LINE ON THE HIGHEST PART OF THE
 OE1827'HILL.
 OE1827'
 OE1827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OE1827
 OE1827                          STATION RECOVERY (1942)
 OE1827
 OE1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1827'THE STATION MARK AND REFERENCE MARKS WERE FOUND TO BE IN GOOD
 OE1827'CONDITION.  A VARIATION WAS FOUND IN THE DISTANCE AND DIRECTION
 OE1827'TO REFERENCE MARK NO.1 AND REFERENCE MARK NO.2.  A COMPLETE NEW
 OE1827'DESCRIPTION OF THE REFERENCE MARKS FOLLOWS--
 OE1827'
 OE1827'REFERENCE MARK NO.1 IS 59.35 FEET S OF THE STATION, 18 INCHES
 OE1827'W OF A N-S FENCE LINE.  THE DISK IS SET IN A DRILLED HOLE IN
 OE1827'OUTCROPPING BEDROCK THAT IS 2 FEET WIDE AND 3 FEET LONG.  THE DISK
 OE1827'IS STAMPED BARTO NO.1 1940.
 OE1827'
 OE1827'REFERENCE MARK NO.2 IS 53.90 FEET W OF THE STATION.  THE DISK
 OE1827'IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 OE1827'THE GROUND.  THE DISK IS STAMPED BARTO NO.2 1942.
 OE1827'
 OE1827'THE AZIMUTH MARK IS 1.6 MILES E OF THE STATION, 31 FEET S OF
 OE1827'THE CENTER LINE OF U.S. HIGHWAY 29, 1.7 FEET W OF A STANDARD
 OE1827'REFERENCE POST.  THE DISK IS STAMPED BARTO 1940.
 OE1827'
 OE1827'TO REACH THE STATION FROM THE JUNCTION OF NEW YORK STATE
 OE1827'HIGHWAYS 5 AND 170 IN LITTLE FALLS, GO N ON NEW YORK STATE HIGHWAY
 OE1827'170 FOR 7.75 MILES TO THE JUNCTION OF U.S. HIGHWAY 29, HERE TURN
 OE1827'RIGHT AND GO 0.2 MILE TO THE GROVER FARM ON THE RIGHT, TURN RIGHT
 OE1827'ON FARM ROAD AND PASS JUST TO THE RIGHT OF THE HOUSE AND CONTINUE
 OE1827'EASTERLY UP HILL ABOUT 0.25 MILE TO THE STATION, WHICH IS IN THE
 OE1827'FENCE LINE ON THE HIGHEST POINT OF THE HILL.
 OE1827
 OE1827                          STATION RECOVERY (1975)
 OE1827
 OE1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OE1827'NO MEASUREMENT BETWEEN REFERENCE MARKS.
 OE1827'
 OE1827'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 OE1827'GOOD CONDITION, REFERENCE MARK WAS SEARCHED BUT NOT RECOVERED,
 OE1827'AZIMUTH MARK WAS FOUND LYING ON GROUND AND THE DISK WAS REMOVED
 OE1827'AT THIS TIME, REFERENCE MARK 3 AND AZIMUTH MARK 2 WAS ESTABLISHED
 OE1827'AT THIS TIME.
 OE1827'
 OE1827'STATION IS LOCATED ABOUT 7-3/4 MILES NORTH-NORTHEAST OF LITTLE
 OE1827'FALLS, ABOUT 3-1/4 MILES WEST OF SALISBURY, ABOUT 1-1/2 MILES
 OE1827'EAST-SOUTHEAST OF FAIRFIELD ABOUT 1/2 MILE EAST-SOUTHEAST OF THE
 OE1827'JUNCTION OF STATE HIGHWAYS 170 AND 29 ON TOP OF BARE GRASSY
 OE1827'HILL.  PLANS ARE UNDER WAY TO BUILD A MICROWAVE TOWER ABOUT 100
 OE1827'FEET WEST OF STATION.
 OE1827'
 OE1827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 170
 OE1827'IN LITTLE FALLS, GO NORTHERLY ON STATE HIGHWAY 170 FOR 7.7 MILES
 OE1827'TO THE JUNCTION OF STATE HIGHWAY 29, TURN RIGHT, GO EASTERLY ON
 OE1827'STATE HIGHWAY 29 FOR 0.2 MILES TO A VACANT FARM ON RIGHT, TURN
 OE1827'RIGHT, PASS BETWEEN THE REMAINS OF THE HOUSE AND THE BARN, GO
 OE1827'EAST-SOUTHEAST FOR 0.25 MILE TO TOP OF HILL AND THE STATION.
 OE1827'
 OE1827'STATION MARK IS A STANDARD DISK SET TOP OF A GRANITE POST
 OE1827'SURROUNDED BY CONCRETE 12 INCHES SQUARE AND PROJECTING ABOUT 5
 OE1827'INCHES ABOVE THE GROUND AND IS STAMPED BARTO NYSS 1879 1940.  IT
 OE1827'IS 3.8 FEET EAST OF A WITNESS POST AND 3 FEET EAST OF FENCE.
 OE1827'
 OE1827'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OE1827'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED BARTO NO 1
 OE1827'1940.  IT IS 59.5 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF
 OE1827'FENCE.
 OE1827'
 OE1827'REFERENCE MARK 3 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 OE1827'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BARTO 1879
 OE1827'NO 3 1975.  IT IS 42.2 FEET NORTH OF WITNESS POST AND 1 FOOT EAST
 OE1827'OF FENCE.
 OE1827'
 OE1827'AZIMUTH MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE EAST
 OE1827'END OF A CONCRETE HEADWALL OF CULVERT, IS ABOUT 1 FOOT LOWER THEN
 OE1827'THE ROAD AND IS STAMPED BARTO NYSS 1879 AZ 2 1975.  IT IS 38.5 FEET
 OE1827'SOUTH-SOUTHEAST OF POWER POLE NM 270, 17.5 FEET SOUTH OF CENTER
 OE1827'OF STATE HIGHWAY 29 AND 16.2 FEET NORTH OF FENCE AND WITNESS
 OE1827'POST.
 OE1827'
 OE1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST
 OE1827'DOWN HILL TO VACANT FARM BUILDINGS TO STATE HIGHWAY 29, TURN RIGHT,
 OE1827'GO EAST ON STATE HIGHWAY 29 FOR 1.5 MILES TO THE MARK ON THE RIGHT.
 OE1827'
 OE1827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1827'1-1/2 MILES ESE OF FAIRFIELD.
 OE1827
 OE1827                          STATION RECOVERY (1992)
 OE1827
 OE1827'RECOVERED 1992
 OE1827'RECOVERED IN GOOD CONDITION.
 OE1827
 OE1827                          STATION RECOVERY (1994)
 OE1827
 OE1827'RECOVERY NOTE BY NY DEPT OF TRANSP 1994 (RWB)
 OE1827'STATION IS LOCATED ABOUT 12.47 KM (7.75 MI) NORTH OF LITTLE FALLS, 6.2
 OE1827'KM (3.9 MI) EAST OF MIDDLEVILLE, ON TOP OF THE HIGHEST BARE GRASSY
 OE1827'HILL IN THE AREA. OWNERSHIP--UNKNOWN.
 OE1827' 
 OE1827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 170 IN
 OE1827'LITTLE FALLS, GO NORTH ON HIGHWAY 170 FOR 12.6 KM (7.8 MI) TO A
 OE1827'T-JUNCTION OF STATE HIGHWAY 29.  TURN RIGHT, EAST, ON HIGHWAY 29 FOR
 OE1827'0.56 KM (0.35 MI) TO A FIELD ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 OE1827'SOUTH THEN EAST, UPHILL ON TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE
 OE1827'STATION AT THE HIGHEST POINT OF THE HILL. NOT RECOMMENDED IN WET MUDDY
 OE1827'CONDITIONS.
 OE1827' 
 OE1827'THE STATION IS A STANDARD DISK SET IN A NARROW GRANITE BOLDER
 OE1827'SURROUNDED BY CONCRETE.  IT IS 18.1 M (59.4 FT) NORTH FROM RM 1, 13.3
 OE1827'M (43.6 FT) SOUTH FROM RM 3, 1.0 M (3.3 FT) NORTH FROM A CARSONITE
 OE1827'WITNESS POST, AND 0.8 M (2.6 FT) EAST FROM THE FENCE LINE.
 OE1827
 OE1827                          STATION RECOVERY (2005)
 OE1827
 OE1827'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2016 ***********************************************************************
 NA2016  DESIGNATION -  BARTON
 NA2016  PID         -  NA2016
 NA2016  STATE/COUNTY-  NY/SCHOHARIE
 NA2016  USGS QUAD   -  SCHOHARIE (1994)
 NA2016
 NA2016                         *CURRENT SURVEY CONTROL
 NA2016  ___________________________________________________________________
 NA2016* NAD 83(1996)-  42 43 02.01127(N)    074 16 34.29716(W)     ADJUSTED  
 NA2016* NAVD 88     -       373.9    (meters)    1227.     (feet)  VERTCON   
 NA2016  ___________________________________________________________________
 NA2016  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 NA2016  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 NA2016
 NA2016  HORZ ORDER  -  FIRST
 NA2016
 NA2016.The horizontal coordinates were established by classical geodetic methods
 NA2016.and adjusted by the National Geodetic Survey in January 1999..
 NA2016
 NA2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2016
 NA2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2016
 NA2016.The geoid height was determined by GEOID03.
 NA2016
 NA2016;                    North         East     Units Scale Factor Converg.
 NA2016;SPC NY E     -   431,285.941   168,331.020   MT  0.99990413   +0 09 06.6
 NA2016;SPC NY E     - 1,414,977.29    552,266.02   sFT  0.99990413   +0 09 06.6
 NA2016;UTM  18      - 4,729,667.889   559,266.209   MT  0.99964321   +0 29 27.7
 NA2016
 NA2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2016!SPC NY E     -   0.99994621  x   0.99990413  =   0.99985035
 NA2016!UTM  18      -   0.99994621  x   0.99964321  =   0.99958944
 NA2016
 NA2016|---------------------------------------------------------------------|
 NA2016| PID    Reference Object                     Distance      Geod. Az  |
 NA2016|                                                           dddmmss.s |
 NA2016| CZ7460 BARTON RM 1                          20.353 METERS 14402     |
 NA2016| CZ7461 BARTON RM 2                          25.506 METERS 23218     |
 NA2016| CZ7462 BARTON RM 3                                        23224     |
 NA2016| CZ7458 BARTON AZ MK                                       3294739.3 |
 NA2016| CZ7459 BARTON AZ MK 2                                     3312406.2 |
 NA2016|---------------------------------------------------------------------|
 NA2016
 NA2016                          SUPERSEDED SURVEY CONTROL
 NA2016
 NA2016  NAD 83(1986)-  42 43 02.01499(N)    074 16 34.29825(W) AD(       ) 1
 NA2016  NAD 27      -  42 43 01.74500(N)    074 16 35.83700(W) AD(       ) 1
 NA2016  NGVD 29 (07/19/86)  374.0    (m)         1227.     (f) VERT ANG       
 NA2016
 NA2016.Superseded values are not recommended for survey control.
 NA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2016.See file dsdata.txt to determine how the superseded data were derived.
 NA2016
 NA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5926629668(NAD 83)
 NA2016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2016
 NA2016  HISTORY     - Date     Condition        Report By
 NA2016  HISTORY     - 1942     MONUMENTED       CGS
 NA2016  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NA2016
 NA2016                          STATION DESCRIPTION
 NA2016
 NA2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2016'THE STATION IS LOCATED ABOUT 3.5 MILES S OF ESPERANCE AND
 NA2016'ABOUT 3.5 MILES DUE E OF CENTRAL BRIDGE, ON THE GROUNDS OF THE
 NA2016'OAK RIDGE SCHOOL.  IT IS ABOUT 125 FEET E OF THE CENTER LINE OF
 NA2016'NEW YORK STATE HIGHWAY 30, 16.6 FEET W OF THE W WALL OF THE
 NA2016'SCHOOLHOUSE, 13.1 FEET S OF A STANDARD REFERENCE POST.  THE
 NA2016'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NA2016'BARTON 1942.
 NA2016'
 NA2016'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2016'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2016'
 NA2016'REFERENCE MARK NO. 1 IS 66.79 FEET S OF THE STATION, 46.4 FEET
 NA2016'SSE OF THE S WALL OF THE SCHOOLHOUSE, 1 FOOT N OF AN E-W FENCE
 NA2016'LINE.  THE DISK IS STAMPED BARTON NO. 1 1942.
 NA2016'
 NA2016'REFERENCE MARK NO. 2 IS 83.67 FEET W OF THE STATION, 45 FEET
 NA2016'E OF THE CENTER LINE OF NEW YORK STATE HIGHWAY 30, 25.3 FEET S OF
 NA2016'THE SW CORNER OF THE SCHOOL GARAGE, 17.2 FEET E OF A N-S FENCE
 NA2016'LINE.  THE DISK IS STAMPED BARTON NO. 2 1942.
 NA2016'
 NA2016'THE AZIMUTH MARK IS 0.3 MILE N OF THE STATION ON THE
 NA2016'SCHENECTADY-SCHOHARIE COUNTY LINE, 28.2 FEET E OF THE CENTER
 NA2016'LINE OF NEW YORK STATE HIGHWAY 30, 5.3 FEET E OF THE COUNTY LINE
 NA2016'MARKER, 2.3 FEET S OF A STANDARD REFERENCE POST.  THE DISK IS
 NA2016'STAMPED BARTON 1942.
 NA2016'
 NA2016'TO REACH THE STATION FROM THE ESPERANCE POST OFFICE, GO E
 NA2016'ACROSS SCHOHARIE RIVER BRIDGE ON NEW YORK HIGHWAY 20 FOR 0.1 MILE,
 NA2016'TURN RIGHT ON NEW YORK STATE HIGHWAY 30 AND GO 3.5 MILES TO
 NA2016'THE SCHENECTADY-SCHOHARIE COUNTY LINE AND AZIMUTH MARK ON THE
 NA2016'LEFT, CONTINUE ON S FOR 0.3 MILE TO THE OAK RIDGE SCHOOL ON THE
 NA2016'LEFT AND STATION.
 NA2016'
 NA2016'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA2016
 NA2016                          STATION RECOVERY (1970)
 NA2016
 NA2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NA2016'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM
 NA2016'NO. 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  A NEW REFERENCE
 NA2016'MARK AND AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 NA2016'FOLLOWS--
 NA2016'
 NA2016'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE T-JUNCTION OF
 NA2016'STATE HIGHWAYS 7 AND 30, ON A HILL, ABOVE A HIGH CUTBANK ALONG
 NA2016'EAST SIDE OF HIGHWAY 30, AND AT WEST SIDE OF A HOME (THE OLD
 NA2016'SCHOOLHOUSE).
 NA2016'
 NA2016'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NA2016'STATE HIGHWAY 7 IN DUANESBURG, GO WEST ON HIGHWAY 7 FOR 8.1 MILES
 NA2016'TO A GRAVELLED TRACK ROAD RIGHT, 30 YARDS EAST OF INTERSECTION
 NA2016'OF STATE HIGHWAY 30.  GO RIGHT, ON TRACK ROAD, FOR 0.1 MILE TO
 NA2016'TOP OF HILL AND STATION.
 NA2016'
 NA2016'STATION MARK IS A STANDARD DISK STAMPED BARTON 1942, SET IN THE
 NA2016'TOP OF A 14-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH LAWN.  IT
 NA2016'IS 16.5 FEET WEST OF WEST EDGE OF HOUSE, 19.5 FEET EAST OF
 NA2016'EAST END OF CHICKEN COOP, 14.8 FEET EAST OF METAL-PIPE
 NA2016'FLAGPOLE, 92 FEET NORTHEAST OF POWER POLE 074-1, AND 23.5
 NA2016'FEET NORTHWEST OF SOUTHWEST CORNER OF HOUSE.
 NA2016'
 NA2016'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BARTON
 NA2016'NO 1 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 NA2016'MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS AT SOUTH EDGE
 NA2016'OF YARD, 1-1/2 FEET NORTH OF FENCE, 72 FEET EAST OF LARGE,
 NA2016'LONE TREE, 46.5 FEET SOUTH FROM SOUTH DOOR OF THE HOUSE, AND
 NA2016'2 FEET LOWER THAN STATION MARK.
 NA2016'
 NA2016'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BARTON
 NA2016'1942 NO 3 1970, CEMENTED IN A DRILL HOLE IN THE 8-INCH, EXPOSED
 NA2016'SECTION OF A BOULDER FLUSH WITH GROUND.  IT IS ON EDGE OF
 NA2016'THE HIGH CUTBANK, 38 FEET NORTH-NORTHWEST OF POWER POLE 074-1,
 NA2016'27.5 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF BARN AND 2-1/2
 NA2016'FEET LOWER THAN STATION.
 NA2016'
 NA2016'AZIMUTH MARK IS A STANDARD DISK STAMPED BARTON 1942 1970,
 NA2016'CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE,
 NA2016'CULVERT ABUTMENT.  IT IS 25.5 FEET NORTHEAST OF CENTER LINE
 NA2016'OF HIGHWAY 30, AT A DOUBLE-POLE POWER LINE CROSSING, 49 FEET
 NA2016'SOUTH-SOUTHWEST OF POWER POLE NO. 359, 38.5 FEET SOUTH OF A
 NA2016'SINGLE POWER POLE WITH NO NUMBER, OPPOSITE THE CENTER OF 2
 NA2016'WHITE, HIGHWAY GUARD-POSTS, AND 3-1/2 FEET LOWER THAN THE
 NA2016'HIGHWAY SURFACE.  TO REACH FROM STATION, GO NORTHWEST ON
 NA2016'STATE HIGHWAY 30 FOR 0.2 MILE.
 NA2016'
 NA2016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2016'3-1/2 MILES SOUTH OF ESPERANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2602 ***********************************************************************
 KU2602  DESIGNATION -  BARUCH
 KU2602  PID         -  KU2602
 KU2602  STATE/COUNTY-  NY/SUFFOLK
 KU2602  USGS QUAD   -  GREENLAWN (1979)
 KU2602
 KU2602                         *CURRENT SURVEY CONTROL
 KU2602  ___________________________________________________________________
 KU2602* NAD 83(1996)-  40 47 00.44978(N)    073 22 20.85106(W)     ADJUSTED  
 KU2602* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 KU2602  ___________________________________________________________________
 KU2602  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KU2602  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KU2602
 KU2602  HORZ ORDER  -  FIRST
 KU2602
 KU2602.The horizontal coordinates were established by classical geodetic methods
 KU2602.and adjusted by the National Geodetic Survey in January 1999..
 KU2602
 KU2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2602
 KU2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2602
 KU2602.The geoid height was determined by GEOID03.
 KU2602
 KU2602;                    North         East     Units Scale Factor Converg.
 KU2602;SPC NY L     -    68,682.045   352,970.040   MT  0.99999557   +0 24 37.7
 KU2602;SPC NY L     -   225,334.34  1,158,035.87   sFT  0.99999557   +0 24 37.7
 KU2602;UTM  18      - 4,515,993.567   637,328.461   MT  0.99983213   +1 03 47.8
 KU2602
 KU2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2602!SPC NY L     -   0.99999313  x   0.99999557  =   0.99998870
 KU2602!UTM  18      -   0.99999313  x   0.99983213  =   0.99982526
 KU2602
 KU2602:                Primary Azimuth Mark                     Grid Az
 KU2602:SPC NY L     -  BARUCH AZ MK 2                           009 12 38.2
 KU2602:UTM  18      -  BARUCH AZ MK 2                           008 33 28.1
 KU2602
 KU2602|---------------------------------------------------------------------|
 KU2602| PID    Reference Object                     Distance      Geod. Az  |
 KU2602|                                                           dddmmss.s |
 KU2602| CB6599 BARUCH AZ MK 2                                     0093715.9 |
 KU2602| CB6598 BARUCH AZ MK                                       0155207.2 |
 KU2602| CB6602 BARUCH RM 3                          12.767 METERS 08022     |
 KU2602| KU2585 BRENTWOOD PILGRIM ST HOSP CUP       APPROX. 6.9 KM 0811647.1 |
 KU2602| KU2611 DEER PARK WATER TANK                APPROX. 4.8 KM 0863818.7 |
 KU2602| KU2599 WYANDANCH MOTOROLA CORP MAST        449.117 METERS 0952457.9 |
 KU2602| KU2607 BRENTWOOD EDGEWOOD HOSP STACK       APPROX. 6.3 KM 0965343.1 |
 KU2602| CB6600 BARUCH RM 1                          35.116 METERS 17110     |
 KU2602| KU2643 SOUTH HUNTINGTON TANK               APPROX. 5.7 KM 3084950.2 |
 KU2602| CB6601 BARUCH RM 2                          25.520 METERS 31135     |
 KU2602|---------------------------------------------------------------------|
 KU2602
 KU2602                          SUPERSEDED SURVEY CONTROL
 KU2602
 KU2602  NAD 83(1996)-  40 47 00.45190(N)    073 22 20.84997(W) AD(       ) 1
 KU2602  NAD 83(1992)-  40 47 00.45124(N)    073 22 20.84915(W) AD(       ) 1
 KU2602  NAD 83(1986)-  40 47 00.45339(N)    073 22 20.85106(W) AD(       ) 1
 KU2602  NAD 27      -  40 47 00.09959(N)    073 22 22.41915(W) AD(       ) 1
 KU2602  NGVD 29 (07/19/86)   75.0    (m)          246.     (f) VERT ANG       
 KU2602
 KU2602.Superseded values are not recommended for survey control.
 KU2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2602.See file dsdata.txt to determine how the superseded data were derived.
 KU2602
 KU2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3732815994(NAD 83)
 KU2602_MARKER: DS = TRIANGULATION STATION DISK
 KU2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2602
 KU2602  HISTORY     - Date     Condition        Report By
 KU2602  HISTORY     - 1951     MONUMENTED       CGS
 KU2602  HISTORY     - 1963     GOOD             CGS
 KU2602  HISTORY     - 1967     GOOD             CGS
 KU2602  HISTORY     - 1978     GOOD             NGS
 KU2602
 KU2602                          STATION DESCRIPTION
 KU2602
 KU2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2602'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF WYANDANCH, NEAR
 KU2602'THE SUMMIT OF THE HALF HOLLOW HILLS AREA AND ON THE WEST EDGE OF A
 KU2602'TIMBERED, TRIANGULAR SHAPED PLOT JUST EAST OF THE CULTIVATED
 KU2602'NURSERY STOCK FIELD OF THE BAGATELLE NURSERY CORP.  IT IS 0.1 MILE
 KU2602'WEST OF CONKLIN ROAD, 108 FEET NORTH OF A FIVE-ROAD INTERSECTION,
 KU2602'20 FEET EAST OF A NORTH-SOUTH NURSERY ROAD AND 1 FOOT BELOW THE
 KU2602'SURFACE.  THE MARK IS STAMPED BARUCH 1951.  THE PROPERTY IS OWNED
 KU2602'BY DR. HERMAN BARUCH.
 KU2602'
 KU2602'REFERENCE MARK NO. 1 IS IN THE WEST TIP OF A TRIANGULAR SHAPED
 KU2602'SHRUB FIELD, 21 FEET EAST OF A FIVE-ROAD INTERSECTION AND 41 FEET
 KU2602'NORTHEAST OF AN 8 INCH MAPLE TREE.  THE MARK PROJECTS 2 INCHES
 KU2602'AND IS STAMPED BARUCH NO. 1 1951.
 KU2602'
 KU2602'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF THE INTERSECTION OF
 KU2602'TWO DIRT ROADS AND IN THE NORTHEAST CORNER OF A FIELD OF SHRUBS.
 KU2602'THE MARK PROJECTS 6 INCHES AND IS STAMPED BARUCH NO. 2 1951.
 KU2602'
 KU2602'THE AZIMUTH MARK IS 13.5 FEET WEST OF CENTERLINE OF CONKLIN ROAD
 KU2602'AND 4 FEET SOUTHWEST OF A WITNESS POST AND ABOUT 0.2 MILE NORTH OF
 KU2602'THE ENTRANCE TO BAGATELLE NURSERIES.
 KU2602'
 KU2602'TO REACH THE STATION FROM THE DEPOT IN WYANDANCH, GO NORTH ON
 KU2602'STRAIGHT PATH FOR 0.75 MILE TO MAIN AVENUE.  THENCE, LEFT ON MAIN
 KU2602'AVENUE FOR 0.9 MILE TO CONKLIN ROAD.  TURN RIGHT ON CONKLIN ROAD
 KU2602'AND GO 1.45 MILES TO MAIN ENTRANCE TO THE BAGATELLE NURSERIES ON
 KU2602'LEFT, CONTINUE AHEAD 0.1 MILE TO DIRT ROAD LEFT, HERE TURN LEFT
 KU2602'AND FOLLOW DIRT ROAD FOR 0.1 MILE TO THE TIMBERED AREA AS DESCRIBED.
 KU2602
 KU2602                          STATION RECOVERY (1963)
 KU2602
 KU2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KU2602'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KU2602'THE DESCRIPTION OF 1951 IS ADEQUATE.  SOME ADDITIONAL REFERENCE
 KU2602'MEASUREMENTS TO THE STATION ARE AS FOLLOWS.  THE STATION IS 18.1
 KU2602'FEET NORTHWEST OF A 1 FOOT TREE WITH A FORK, 20.4 FEET WEST OF A
 KU2602'14 INCH TREE AND 36.5 FEET SOUTH OF A 2.5 FOOT TREE.
 KU2602
 KU2602                          STATION RECOVERY (1967)
 KU2602
 KU2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2602'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU2602'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND AZIMUTH MARK 2
 KU2602'WAS ESTABLISHED AT THIS TIME.  THE DISTANCES AND DIRECTIONS TO
 KU2602'REFERENCE MARKS 1 AND 2 CHECKED.  FOLLOWING IS A NEW DESCRIPTION.
 KU2602'
 KU2602'THE STATION IS LOCATED NEAR THE SUMMIT OF HALF HOLLOW HILLS AREA,
 KU2602'ABOUT 2-1/2 MILES NORTH OF WYANDANCH, 2-1/2 MILES SOUTHEAST OF
 KU2602'MELVILLE, 1/4 MILE SOUTH OF EXIT NO. 50 OF THE LONG ISLAND
 KU2602'EXPRESSWAY (STATE HIGHWAY 495) AND ON PROPERTY OF THE BAGATELLE
 KU2602'NURSERY CORPORATION.
 KU2602'
 KU2602'TO REACH THE STATION FROM EXIT NO. 50 OF THE LONG ISLAND
 KU2602'EXPRESSWAY AND BAGATELLE ROAD FOR 0.2 MILE TO THE BRIDGE OVER
 KU2602'EXPRESSWAY ON BAGATELLE ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 KU2602'THE RIGHT.  CONTINUE SOUTH ON BAGATELLE ROAD FOR 0.15 MILE TO A
 KU2602'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 KU2602'0.15 MILE TO TOP OF GRADE AND CROSSROAD AND THE STATION ON THE RIGHT.
 KU2602'
 KU2602'THE STATION MARK IS A STANDARD DISK STAMPED BARUCH 1951, SET IN
 KU2602'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 12-INCHES
 KU2602'BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET NORTH-NORTHEAST
 KU2602'OF THE CENTER OF A CROSSROAD, 39 FEET WEST OF A GRAVELED ROAD,
 KU2602'19.4 FEET EAST OF A GRAVELED ROAD AND 5.1 FEET SOUTH OF A METAL
 KU2602'WITNESS POST.  (NOTE 1A 7A)
 KU2602'
 KU2602'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARUCH NO 1 1951, SET
 KU2602'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 KU2602'INCH ABOVE THE GROUND.  IT IS 25 FEET SOUTHEAST OF THE CENTER OF
 KU2602'THE CROSSROAD, 20 FEET SOUTH OF THE CENTER OF A GRAVELD ROAD AND
 KU2602'15 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  (NOTE 11A)
 KU2602'
 KU2602'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARUCH NO 2 1951, SET
 KU2602'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 KU2602'INCHES ABOVE THE GROUND.  IT IS 79 FEET NORTHWEST OF THE METAL
 KU2602'WITNESS POST, 24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 KU2602'21 FEET SOUTH OF THE CENTER OF A TRACK ROAD.  (NOTE 11A)
 KU2602'
 KU2602'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARUCH 1951 AZ 2 1966,
 KU2602'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2602'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 19 FEET WEST OF THE
 KU2602'CENTER OF BAGATELLE ROAD AND 1.8 FEET SOUTH OF A METAL WITNESS
 KU2602'POST.  (NOTE 16B)
 KU2602'
 KU2602'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 KU2602
 KU2602                          STATION RECOVERY (1978)
 KU2602
 KU2602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2602'RM 1 TO RM 3 OBSTRUCTED
 KU2602'
 KU2602'NO SUITABLE LOCATION FOR AN AZIMUTH MARK
 KU2602'
 KU2602'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KU2602'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  IT IS BELIEVED
 KU2602'THE MARK WAS DESTROYED WHEN THE ROAD WAS WIDENED.  REFERENCE MARK
 KU2602'2 WAS FOUND TORN OUT OF THE GROUND.  THE DISTANCE AND DIRECTION
 KU2602'CHECKED TO REFERENCE MARK 1.  REFERENCE MARK 3 WAS ESTABLISHED AT
 KU2602'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 KU2602'
 KU2602'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF WYANDANCH, 2.5
 KU2602'MILES SOUTHEAST OF MELVILLE AND 0.5 MILE SOUTH OF EXIT 50 ON THE
 KU2602'LONG ISLAND EXPRESSWAY.  IT IS IN A BRUSH COVERED AREA BEHIND THE
 KU2602'HOME OF THE PROPERTY OWNER, MR. RONALD FELDMESSER.
 KU2602'
 KU2602'TO REACH THE STATION FROM EXIT 50 ON THE LONG ISLAND EXPRESSWAY,
 KU2602'GO SOUTH ON BAGATELLE ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 KU2602'TURN RIGHT AND GO WEST ON WILMINGTON DRIVE FOR 0.1 MILE TO MR.
 KU2602'FELDMESSERS HOME ON THE RIGHT AND THE STATION BEHIND THE HOUSE.
 KU2602'
 KU2602'THE STATION MARK IS A STANDARD DISK STAMPED BARUCH 1951, SET IN
 KU2602'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 16 INCHES
 KU2602'BELOW THE GROUND SURFACE.  IT IS 164 FEET NORTH OF THE CENTER OF
 KU2602'WILMINGTON DRIVE, 37.5 FEET SOUTH OF A 36-INCH OAK TREE, 21 FEET
 KU2602'WEST OF A 20-INCH OAK TREE AND 5 FEET SOUTH-SOUTHEAST OF A METAL
 KU2602'WITNESS POST.
 KU2602'
 KU2602'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARUCH NO 1 1951, SET
 KU2602'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KU2602'WITH THE GROUND SURFACE.  IT IS 53 FEET NORTH OF THE CENTER OF
 KU2602'WILMINGTON DRIVE, 32 FEET NORTH OF A FIRE HYDRANT AND 3.5 FEET
 KU2602'WEST OF A CHESTNUT TREE.
 KU2602'
 KU2602'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARUCH 1951 NO 3 1978,
 KU2602'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KU2602'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET EAST OF THE
 KU2602'20-INCH OAK TREE, 6.5 FEET NORTHWEST OF THE CORNER OF THE FENCE
 KU2602'AROUND THE SWIMMING POOL AND 4.5 FEET WEST OF THE FENCE.
 KU2602'
 KU2602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MILES NORTH
 KU2602'OF WYANDANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0461 ***********************************************************************
 PG0461  DESIGNATION -  BASE
 PG0461  PID         -  PG0461
 PG0461  STATE/COUNTY-  NY/CLINTON
 PG0461  USGS QUAD   -  PLATTSBURGH (1966)
 PG0461
 PG0461                         *CURRENT SURVEY CONTROL
 PG0461  ___________________________________________________________________
 PG0461* NAD 83(1986)-  44 40 32.     (N)    073 27 26.     (W)     SCALED    
 PG0461* NAVD 88     -        51.661  (meters)     169.49   (feet)  ADJUSTED  
 PG0461  ___________________________________________________________________
 PG0461  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PG0461  DYNAMIC HT  -          51.659 (meters)     169.48  (feet)  COMP
 PG0461  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 PG0461
 PG0461  VERT ORDER  -  SECOND    CLASS 0
 PG0461
 PG0461.The horizontal coordinates were scaled from a topographic map and have
 PG0461.an estimated accuracy of +/- 6 seconds.
 PG0461
 PG0461.The orthometric height was determined by differential leveling
 PG0461.and adjusted by the National Geodetic Survey in June 1991..
 PG0461
 PG0461.The geoid height was determined by GEOID03.
 PG0461
 PG0461.The dynamic height is computed by dividing the NAVD 88
 PG0461.geopotential number by the normal gravity value computed on the
 PG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0461.degrees latitude (g = 980.6199 gals.).
 PG0461
 PG0461.The modeled gravity was interpolated from observed gravity values.
 PG0461
 PG0461;                    North         East    Units  Estimated Accuracy
 PG0461;SPC NY E     -   649,350.      232,670.      MT  (+/- 180 meters Scaled)
 PG0461
 PG0461                          SUPERSEDED SURVEY CONTROL
 PG0461
 PG0461  NGVD 29 (??/??/??)   51.793  (m)          169.92   (f) ADJUSTED    2 0
 PG0461
 PG0461.Superseded values are not recommended for survey control.
 PG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0461.See file dsdata.txt to determine how the superseded data were derived.
 PG0461
 PG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ222480(NAD 83)
 PG0461_MARKER: DB = BENCH MARK DISK
 PG0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0461_SP_SET: FOUNDATION
 PG0461_STAMPING: BASE 1961
 PG0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0461
 PG0461  HISTORY     - Date     Condition        Report By
 PG0461  HISTORY     - 1961     MONUMENTED       CGS
 PG0461  HISTORY     - 20030109 MARK NOT FOUND   NYDT
 PG0461
 PG0461                          STATION DESCRIPTION
 PG0461
 PG0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0461'IN PLATTSBURGH.
 PG0461'FROM THE MAIN GATE OF THE PLATTSBURG AIR FORCE BASE IN PLATTSBURGH
 PG0461'CONTINUE ALONG NEW YORK ROAD FOR 0.4 MILE TO THE JUNCTION OF NEW YORK
 PG0461'ROAD AND MAINE ROAD, THIS IS ALSO 0.6 MILE ALONG NEW YORK ROAD FROM
 PG0461'THE JUNCTION OF NEW YORK ROAD AND STATE HIGHWAY 9, SET IN TOP OF THE
 PG0461'FOUNDATION OF A VENT FOR STEAM SYSTEM OF THE BASE.  SET IN THE CORNER
 PG0461'OF THE FOUNDATION NEAREST TO THE JUNCTION OF THE TWO ROADS AND ABOUT 3
 PG0461'FEET ABOVE THE ROADS, THE FOUNDATION IS ABOUT 8 FEET SQUARE WITH A
 PG0461'STACK ABOUT 8 FEET TALL AND 2 FEET IN DIAMETER WHICH PROTRUDES OUT OF
 PG0461'THE FOUNDATION.
 PG0461
 PG0461                          STATION RECOVERY (2003)
 PG0461
 PG0461'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 PG0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1880 ***********************************************************************
 PH1880  DESIGNATION -  BASE A IBC
 PH1880  PID         -  PH1880
 PH1880  STATE/COUNTY-  NY/ST LAWRENCE
 PH1880  USGS QUAD   -  WADDINGTON (1964)
 PH1880
 PH1880                         *CURRENT SURVEY CONTROL
 PH1880  ___________________________________________________________________
 PH1880* NAD 83(1996)-  44 51 11.45396(N)    075 14 19.12796(W)     ADJUSTED  
 PH1880* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PH1880  ___________________________________________________________________
 PH1880  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 PH1880  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 PH1880
 PH1880  HORZ ORDER  -  THIRD
 PH1880
 PH1880.The horizontal coordinates were established by classical geodetic methods
 PH1880.and adjusted by the National Geodetic Survey in January 1999..
 PH1880
 PH1880.The orthometric height was scaled from a topographic map.
 PH1880
 PH1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1880
 PH1880.The geoid height was determined by GEOID03.
 PH1880
 PH1880;                    North         East     Units Scale Factor Converg.
 PH1880;SPC NY E     -   668,825.302    91,617.333   MT  0.99994190   -0 31 15.5
 PH1880;SPC NY E     - 2,194,304.34    300,581.20   sFT  0.99994190   -0 31 15.5
 PH1880;UTM  18      - 4,966,668.651   481,143.019   MT  0.99960437   -0 10 05.9
 PH1880
 PH1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1880!SPC NY E     -   0.99999258  x   0.99994190  =   0.99993448
 PH1880!UTM  18      -   0.99999258  x   0.99960437  =   0.99959696
 PH1880
 PH1880|---------------------------------------------------------------------|
 PH1880| PID    Reference Object                     Distance      Geod. Az  |
 PH1880|                                                           dddmmss.s |
 PH1880| PH1876 AMES USLS                           108.210 METERS 25320     |
 PH1880| PH1877 LEISH IBC                           APPROX. 0.6 KM 3074009.3 |
 PH1880|---------------------------------------------------------------------|
 PH1880
 PH1880                          SUPERSEDED SURVEY CONTROL
 PH1880
 PH1880  NAD 83(1986)-  44 51 11.46125(N)    075 14 19.12915(W) AD(       ) 3
 PH1880  NAD 27      -  44 51 11.26800(N)    075 14 20.40600(W) AD(       ) 3
 PH1880
 PH1880.Superseded values are not recommended for survey control.
 PH1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1880.See file dsdata.txt to determine how the superseded data were derived.
 PH1880
 PH1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8114366669(NAD 83)
 PH1880_MARKER: DR = REFERENCE MARK DISK
 PH1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1880+STABILITY: SURFACE MOTION
 PH1880
 PH1880  HISTORY     - Date     Condition        Report By
 PH1880  HISTORY     - 1959     MONUMENTED       IBC
 PH1880  HISTORY     - 1960     GOOD             IBC
 PH1880
 PH1880                          STATION DESCRIPTION
 PH1880
 PH1880'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1880'ABOUT 2 MILES ABOVE WADDINGTON, NEW YORK AND OPPOSITE THE WESTERN
 PH1880'EN OF OGDEN ISLAND.  THE STATION IS ABOUT 87 FEET EAST OF A FENCE
 PH1880'BETWEEN FIELDS, AND ABOUT 147 FEET SOUTH OF THE FENCE AND TREES
 PH1880'ALONG THE SOUTHERN SIDE OF THE ROAD.  STATION AMES USLS LIES
 PH1880'S 73 DEG 20 MIN W, DISTANT 354.99 FEET.
 PH1880'
 PH1880'STATION MARK--A STANDARD INTERNATIONAL BOUNDARY COMMISSION REFERENCE
 PH1880'MARK TABLET, SET ABOUT 3 INCHES ABOVE GROUND, IN THE TOP OF A
 PH1880'5 - INCH CYLINDER OF CONCRETE 24 INCHES IN LENGTH.  THE ARROW POINTS
 PH1880'TOWARDS STATION LEISH ON THE FILL ON LEISHMANS POINT.
 PH1880
 PH1880                          STATION RECOVERY (1960)
 PH1880
 PH1880'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 PH1880'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0849 ***********************************************************************
 MZ0849  DESIGNATION -  BASE MP 137
 MZ0849  PID         -  MZ0849
 MZ0849  STATE/COUNTY-  NY/RENSSELAER
 MZ0849  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0849
 MZ0849                         *CURRENT SURVEY CONTROL
 MZ0849  ___________________________________________________________________
 MZ0849* NAD 83(1986)-  42 34 08.     (N)    073 44 49.     (W)     SCALED    
 MZ0849* NAVD 88     -         4.239  (meters)      13.91   (feet)  ADJUSTED  
 MZ0849  ___________________________________________________________________
 MZ0849  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 MZ0849  DYNAMIC HT  -           4.238 (meters)      13.90  (feet)  COMP
 MZ0849  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 MZ0849
 MZ0849  VERT ORDER  -  FIRST     CLASS II
 MZ0849
 MZ0849.The horizontal coordinates were scaled from a topographic map and have
 MZ0849.an estimated accuracy of +/- 6 seconds.
 MZ0849
 MZ0849.The orthometric height was determined by differential leveling
 MZ0849.and adjusted by the National Geodetic Survey in June 1991..
 MZ0849
 MZ0849.The geoid height was determined by GEOID03.
 MZ0849
 MZ0849.The dynamic height is computed by dividing the NAVD 88
 MZ0849.geopotential number by the normal gravity value computed on the
 MZ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0849.degrees latitude (g = 980.6199 gals.).
 MZ0849
 MZ0849.The modeled gravity was interpolated from observed gravity values.
 MZ0849
 MZ0849;                    North         East    Units  Estimated Accuracy
 MZ0849;SPC NY E     -   415,060.      211,830.      MT  (+/- 180 meters Scaled)
 MZ0849
 MZ0849                          SUPERSEDED SURVEY CONTROL
 MZ0849
 MZ0849  NGVD 29 (??/??/92)    4.472  (m)           14.67   (f) ADJ UNCH    1 2
 MZ0849
 MZ0849.Superseded values are not recommended for survey control.
 MZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0849.See file dsdata.txt to determine how the superseded data were derived.
 MZ0849
 MZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN028137(NAD 83)
 MZ0849_MARKER: Q = CHISELED SQUARE
 MZ0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0849_SP_SET: MILEPOST
 MZ0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0849
 MZ0849  HISTORY     - Date     Condition        Report By
 MZ0849  HISTORY     - UNK      MONUMENTED       CGS
 MZ0849  HISTORY     - 1955     GOOD             NGS
 MZ0849  HISTORY     - 1978     GOOD             LOCENG
 MZ0849
 MZ0849                          STATION DESCRIPTION
 MZ0849
 MZ0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0849'2.6 MI N FROM CASTELTON-ON-HUDSON.
 MZ0849'ABOUT 2.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0849'STATION AT CASTLETON-ON-HUDSON, ABOUT 0.25 MILE SOUTH OF A PRIVATE
 MZ0849'ROAD CROSSING, A 1-INCH OUTLINED SQUARE ON THE TOP OF WEST SIDE OF
 MZ0849'BASE OF MILE POST NY 137, 6 3/4 FEET EAST OF EAST RAIL OF EAST TRACK,
 MZ0849'ABOUT 2 FEET BELOW LEVEL OF TRACK AND ABOUT 4 INCHES BELOW SURFACE OF
 MZ0849'GROUND.
 MZ0849
 MZ0849                          STATION RECOVERY (1978)
 MZ0849
 MZ0849'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 MZ0849'A 1 1/2-INCH SQUARE CHISELED INTO WEST SIDE OF CONCRETE BASE OF RR
 MZ0849'MILE POST 141, FLUSH WITH GROUND. NOW 50 FT. E. OF E. RAIL OF R.R.,
 MZ0849'21 FT. S. OF A TELEGRAPH POLE, 78 FT. NORTH OF TELEGRAPH POLE E 58
 MZ0849'140/52, AND 64.8 FT. SW OF BM G 64. NOTE-- R.R. MILEPOST 141 IS
 MZ0849'HIDDEN BY DENSE ELEPHANT GRASS. THE CONC. BLOCK BUILDING NOW HAS SIGN
 MZ0849'ON FRONT FISHER ASSOCIATES, 330 SOUTH ST. AND IT FRONTS ON NY RTE 9J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7659 ***********************************************************************
 LX7659  DESIGNATION -  BASEL
 LX7659  PID         -  LX7659
 LX7659  STATE/COUNTY-  NY/ROCKLAND
 LX7659  USGS QUAD   -  NYACK (1979)
 LX7659
 LX7659                         *CURRENT SURVEY CONTROL
 LX7659  ___________________________________________________________________
 LX7659* NAD 83(1996)-  41 05 41.31462(N)    073 56 59.49117(W)     ADJUSTED  
 LX7659* NAVD 88     -        21.7    (meters)      71.     (feet)  GPS OBS   
 LX7659  ___________________________________________________________________
 LX7659  X           -   1,330,876.008 (meters)                     COMP
 LX7659  Y           -  -4,626,033.113 (meters)                     COMP
 LX7659  Z           -   4,170,357.473 (meters)                     COMP
 LX7659  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 LX7659  ELLIP HEIGHT-          -9.73  (meters)          (10/23/02) GPS OBS
 LX7659  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LX7659
 LX7659  HORZ ORDER  -  FIRST
 LX7659  ELLP ORDER  -  FOURTH    CLASS I
 LX7659
 LX7659.The horizontal coordinates were established by GPS observations
 LX7659.and adjusted by the National Geodetic Survey in January 1999..
 LX7659
 LX7659.The orthometric height was determined by GPS observations and a
 LX7659.high-resolution geoid model.
 LX7659
 LX7659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7659
 LX7659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7659
 LX7659.The ellipsoidal height was determined by GPS observations
 LX7659.and is referenced to NAD 83.
 LX7659
 LX7659.The geoid height was determined by GEOID03.
 LX7659
 LX7659;                    North         East     Units Scale Factor Converg.
 LX7659;SPC NY E     -   251,221.419   196,215.330   MT  0.99992628   +0 21 41.8
 LX7659;SPC NY E     -   824,215.61    643,749.80   sFT  0.99992628   +0 21 41.8
 LX7659;SPC NJ       -   251,221.419   196,215.330   MT  0.99992628   +0 21 41.8
 LX7659;SPC NJ       -   824,215.61    643,749.80   sFT  0.99992628   +0 21 41.8
 LX7659;UTM  18      - 4,549,813.193   588,192.499   MT  0.99969573   +0 41 25.1
 LX7659
 LX7659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7659!SPC NY E     -   1.00000153  x   0.99992628  =   0.99992781
 LX7659!SPC NJ       -   1.00000153  x   0.99992628  =   0.99992781
 LX7659!UTM  18      -   1.00000153  x   0.99969573  =   0.99969726
 LX7659
 LX7659                          SUPERSEDED SURVEY CONTROL
 LX7659
 LX7659  ELLIP H (01/11/99)   -9.72   (m)                       GP(       ) 4 1
 LX7659  NAD 83(1996)-  41 05 41.31516(N)    073 56 59.49201(W) AD(       ) 1
 LX7659  NAD 83(1992)-  41 05 41.31376(N)    073 56 59.49254(W) AD(       ) 1
 LX7659  NAD 83(1986)-  41 05 41.31490(N)    073 56 59.49233(W) AD(       ) 1
 LX7659
 LX7659.Superseded values are not recommended for survey control.
 LX7659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7659.See file dsdata.txt to determine how the superseded data were derived.
 LX7659
 LX7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8819249813(NAD 83)
 LX7659_MARKER: DD = SURVEY DISK
 LX7659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7659_SP_SET: CONCRETE POST
 LX7659_STAMPING: BASEL 1992
 LX7659_MARK LOGO: NJGS  
 LX7659_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7659+STABILITY: SURFACE MOTION
 LX7659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7659+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 LX7659
 LX7659  HISTORY     - Date     Condition        Report By
 LX7659  HISTORY     - 1992     MONUMENTED       NJGS
 LX7659  HISTORY     - 20050417 GOOD             USPSQD
 LX7659
 LX7659                          STATION DESCRIPTION
 LX7659
 LX7659'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LX7659'THE STATION IS LOCATED IN CENTRAL NYACK IN THE TOWN OF CLARKSTOWN IN
 LX7659'ROCKLAND COUNTY, AT THE NORTH END OF THE ROCKLAND COUNTY PUBLIC PARK
 LX7659'AND RIDE LOT NUMBER 2.  TO REACH THE STATION FROM THE INTERSECTION OF
 LX7659'STATE HIGHWAYS 59 AND 303, GO 0.1 MI (0.2 KM) NORTH ON STATE HIGHWAY
 LX7659'303 TO THE ROCKLAND COUNTY PUBLIC PARK AND RIDE LOT NUMBER 2 ON THE
 LX7659'RIGHT.  TURN RIGHT INTO THE PAVED DRIVE AND THEN LEFT AND FOLLOW ROAD
 LX7659'TO NORTH END OF THE PARKING FACILITY TO THE STATION ON THE LEFT, SET
 LX7659'BETWEEN THE NORTH CURB OF THE PARKING LOT AND A GREEN PAINTED 6 FT
 LX7659'(1.8 M) HIGH CHAIN LINK FENCE.  TO REACH THE STATION FROM THE
 LX7659'INTERSECTION OF STATE HIGHWAY 303 AND THE RAMP LEADING FROM
 LX7659'INTERSTATE HIGHWAYS 287 EAST AND 87 SOUTH AT INTERCHANGE 12, GO 0.3
 LX7659'MI (0.5 KM) SOUTH ON STATE HIGHWAY 303 TO THE PUBLIC PARKING AREA AND
 LX7659'THE STATION ON THE LEFT.  THE STATION IS 39.5 M (129.6 FT) EAST FROM
 LX7659'THE EAST CURB OF STATE HIGHWAY 303, 2.1 M (6.9 FT) SOUTH FROM A GREEN
 LX7659'PAINTED 6 FT (1.8 M) HIGH CHAIN LINK FENCE, 1.9 M (6.2 FT) NORTH FROM
 LX7659'THE NORTH CURB OF THE PARKING LOT, 9.8 M (32.2 FT) SOUTHEAST FROM THE
 LX7659'CENTER OF A DOUBLE GATE IN THE FENCE LEADING TO A DETENTION BASIN
 LX7659'JUST NORTH OF THE PARKING LOT, 12.7 M (41.7 FT) NORTHWEST FROM THE
 LX7659'NORTHEAST ANGLE POINT IN THE PARKING LOT CURB AND 5.8 M (19.0 FT)
 LX7659'SOUTHEAST FROM THE EAST END OF THE CONCRETE SIDEWALK AT THE NORTH END
 LX7659'OF THE PARKING LOT.  THE STATION IS SET FLUSH WITH THE GROUND.
 LX7659
 LX7659                          STATION RECOVERY (2005)
 LX7659
 LX7659'RECOVERY NOTE BY US POWER SQUADRON 2005 (TOC)
 LX7659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3224 ***********************************************************************
 LW3224  DESIGNATION -  BASIN 1933
 LW3224  PID         -  LW3224
 LW3224  STATE/COUNTY-  NY/SUFFOLK
 LW3224  USGS QUAD   -  MONTAUK POINT (1956)
 LW3224
 LW3224                         *CURRENT SURVEY CONTROL
 LW3224  ___________________________________________________________________
 LW3224* NAD 83(1996)-  41 03 47.57116(N)    071 54 48.23925(W)     ADJUSTED  
 LW3224* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LW3224  ___________________________________________________________________
 LW3224  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 LW3224  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LW3224
 LW3224  HORZ ORDER  -  THIRD
 LW3224
 LW3224.The horizontal coordinates were established by classical geodetic methods
 LW3224.and adjusted by the National Geodetic Survey in January 1999..
 LW3224
 LW3224.The orthometric height was scaled from a topographic map.
 LW3224
 LW3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3224
 LW3224.The geoid height was determined by GEOID03.
 LW3224
 LW3224;                    North         East     Units Scale Factor Converg.
 LW3224;SPC NY L     -   101,648.598   475,372.388   MT  1.00000180   +1 21 53.3
 LW3224;SPC NY L     -   333,492.11  1,559,617.58   sFT  1.00000180   +1 21 53.3
 LW3224;UTM  19      - 4,549,864.795   255,198.220   MT  1.00033763   -1 54 53.0
 LW3224
 LW3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3224!SPC NY L     -   1.00000444  x   1.00000180  =   1.00000624
 LW3224!UTM  19      -   1.00000444  x   1.00033763  =   1.00034207
 LW3224
 LW3224                          SUPERSEDED SURVEY CONTROL
 LW3224
 LW3224  NAD 83(1996)-  41 03 47.57127(N)    071 54 48.23938(W) AD(       ) 3
 LW3224  NAD 83(1992)-  41 03 47.56742(N)    071 54 48.23974(W) AD(       ) 3
 LW3224  NAD 83(1986)-  41 03 47.56823(N)    071 54 48.24572(W) AD(       ) 3
 LW3224  NAD 27      -  41 03 47.20400(N)    071 54 49.99900(W) AD(       ) 3
 LW3224
 LW3224.Superseded values are not recommended for survey control.
 LW3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3224.See file dsdata.txt to determine how the superseded data were derived.
 LW3224
 LW3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5519849865(NAD 83)
 LW3224_MARKER: DS = TRIANGULATION STATION DISK
 LW3224_SETTING: 0 = UNSPECIFIED SETTING
 LW3224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3224
 LW3224  HISTORY     - Date     Condition        Report By
 LW3224  HISTORY     - 1933     MONUMENTED       CGS
 LW3224  HISTORY     - 1971     MARK NOT FOUND   NGS
 LW3224
 LW3224                          STATION DESCRIPTION
 LW3224
 LW3224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (APR)
 LW3224'ABOUT 3 MILES W OF MONTAUK POINT, ON THE E SHORE OF GREAT
 LW3224'POND.  APPROXIMATELY ON LINE BETWEEN MR. WALKERS HOUSE AND S END
 LW3224'MONTAUK YACHT CLUB DOCK, 10 METERS FROM BLUFF AT WATERS EDGE,
 LW3224'200 METERS FROM MR. WALKERS HOUSE MARKED BY STANDARD BRONZE DISK
 LW3224'SET IN CONCRETE MONUMENT.
 LW3224'
 LW3224'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 LW3224'BLOCK.  CENTER IS ON LINE BETWEEN BASIN AND REFERENCE
 LW3224'MARK.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN
 LW3224'CONCRETE MONUMENT APPROXIMATELY ON LINE BETWEEN CENTER AND MONTAUK
 LW3224'2.  REFERENCE MARK NO.3 IS A STANDARD BRONZE DISK SET IN
 LW3224'CONCRETE MONUMENT ON LINE BETWEEN CENTER AND LARGE TURRET OF MR.
 LW3224'WALKERS HOUSE.
 LW3224
 LW3224                          STATION RECOVERY (1971)
 LW3224
 LW3224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 LW3224'THE STATION WAS SEARCHED FOR FOR ONE HOUR BY THREE MEN AND NOT
 LW3224'FOUND.  THE PRESENT OWNER OF THE PROPERTY ON WHICH THE MARK WAS
 LW3224'LOCATED BELIEVED THE MARK HAD BEEN WASHED OUT BY BEACH EROSION.
 LW3224'
 LW3224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3224'5 MILES ENE OF MONTAUK, N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4162 ***********************************************************************
 KU4162  DESIGNATION -  BASS
 KU4162  PID         -  KU4162
 KU4162  STATE/COUNTY-  NY/SUFFOLK
 KU4162  USGS QUAD   -  EAST HAMPTON (1976)
 KU4162
 KU4162                         *CURRENT SURVEY CONTROL
 KU4162  ___________________________________________________________________
 KU4162* NAD 83(1996)-  40 58 48.88887(N)    072 14 16.77593(W)     ADJUSTED  
 KU4162* NAVD 88     -        55.3    (meters)     181.     (feet)  VERTCON   
 KU4162  ___________________________________________________________________
 KU4162  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KU4162  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU4162
 KU4162  HORZ ORDER  -  FIRST
 KU4162
 KU4162.The horizontal coordinates were established by classical geodetic methods
 KU4162.and adjusted by the National Geodetic Survey in January 1999..
 KU4162
 KU4162.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4162
 KU4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4162
 KU4162.The geoid height was determined by GEOID03.
 KU4162
 KU4162;                    North         East     Units Scale Factor Converg.
 KU4162;SPC NY L     -    91,837.280   448,280.634   MT  0.99999747   +1 09 09.0
 KU4162;SPC NY L     -   301,302.81  1,470,734.05   sFT  0.99999747   +1 09 09.0
 KU4162;UTM  18      - 4,540,238.851   732,371.082   MT  1.00026463   +1 48 43.7
 KU4162
 KU4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4162!SPC NY L     -   0.99999624  x   0.99999747  =   0.99999371
 KU4162!UTM  18      -   0.99999624  x   1.00026463  =   1.00026087
 KU4162
 KU4162:                Primary Azimuth Mark                     Grid Az
 KU4162:SPC NY L     -  AMAGANSETT WATER TANK                    089 42 04.9
 KU4162:UTM  18      -  AMAGANSETT WATER TANK                    089 02 30.2
 KU4162
 KU4162|---------------------------------------------------------------------|
 KU4162| PID    Reference Object                     Distance      Geod. Az  |
 KU4162|                                                           dddmmss.s |
 KU4162| KU4157 AMAGANSETT WATER TANK               APPROX. 8.3 KM 0905113.9 |
 KU4162| CB8316 BASS RM 1                            15.892 METERS 10724     |
 KU4162| KU4168 EAST HAMPTON WATER TANK             APPROX. 3.8 KM 1371301.1 |
 KU4162| CB8317 BASS RM 2                            10.665 METERS 23841     |
 KU4162| KU4198 NOYACK ATT RELAY TOWER              APPROX. 9.2 KM 2624147.5 |
 KU4162| CB8315 BASS AZ MK                                         2992706.8 |
 KU4162|---------------------------------------------------------------------|
 KU4162
 KU4162                          SUPERSEDED SURVEY CONTROL
 KU4162
 KU4162  NAD 83(1996)-  40 58 48.88894(N)    072 14 16.77618(W) AD(       ) 1
 KU4162  NAD 83(1992)-  40 58 48.88754(N)    072 14 16.77566(W) AD(       ) 1
 KU4162  NAD 83(1986)-  40 58 48.89020(N)    072 14 16.78211(W) AD(       ) 1
 KU4162  NAD 27      -  40 58 48.53308(N)    072 14 18.49003(W) AD(       ) 1
 KU4162  NGVD 29 (07/19/86)   55.6    (m)          182.     (f) VERT ANG       
 KU4162
 KU4162.Superseded values are not recommended for survey control.
 KU4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4162.See file dsdata.txt to determine how the superseded data were derived.
 KU4162
 KU4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3237140239(NAD 83)
 KU4162_MARKER: DS = TRIANGULATION STATION DISK
 KU4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4162+STABILITY: SURFACE MOTION
 KU4162
 KU4162  HISTORY     - Date     Condition        Report By
 KU4162  HISTORY     - 1962     MONUMENTED       CGS
 KU4162  HISTORY     - 1965     GOOD             CGS
 KU4162  HISTORY     - 20020424 MARK NOT FOUND   USPSQD
 KU4162
 KU4162                          STATION DESCRIPTION
 KU4162
 KU4162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4162'THIS STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE BUSINESS
 KU4162'SECTION OF EAST HAMPTON, ABOUT 3 MILES SOUTHWEST OF SAG HARBOR
 KU4162'AND ABOUT 3-1/2 MILES NORTH OF THE ATLANTIC OCEAN ON A HIGH HILL
 KU4162'JUST SOUTHEAST OF THE EAST HAMPTON KNOLLS SUBDIVISION NOW UNDER
 KU4162'DEVELOPMENT.
 KU4162'
 KU4162'THIS STATION IS REACHED FROM THE NEW POST OFFICE IN EAST HAMPTON
 KU4162'BY GOING WESTERLY ON STATE HIGHWAY 27 FOR 0.25 MILE TO NEWTOWN
 KU4162'LA, TURN RIGHT AND GO 0.35 MILE TO A Y-INTERSECTION KEEP RIGHT AND
 KU4162'CONTINUE STRAIGHT AHEAD FOR 1.6 MILE TO A CROSSROAD CONTINUE
 KU4162'ON STRAIGHT AHEAD FOR 1.05 MILE TO A SIDE ROAD LEFT, TURN LEFT
 KU4162'AND GO 0.4 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE ON FOR
 KU4162'ABOUT 20 YARDS TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MILE
 KU4162'TO END OF NEW ROAD CONTINUE STRAIGHT AHEAD ON A DIM TRACK ROAD
 KU4162'INTO TIMBER AND GO EAST AND NORTH UPHILL 0.1 MILE TO STATION.
 KU4162'
 KU4162'THE STATION MARK IS 6.8 FEET SOUTHWEST OF A METAL WITNESS
 KU4162'POST.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 KU4162'FLUSH AND IS STAMPED BASS 1962.
 KU4162'
 KU4162'REFERENCE MARK NO. 1 IS 52.5 FEET SOUTH OF A METAL WITNESS
 KU4162'POST, IS ABOUT THE SAME ELEVATION OF STATION.  IT IS A STANDARD
 KU4162'DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH AND IS STAMPED
 KU4162'BASS NO 1 1962.
 KU4162'
 KU4162'REFERENCE MARK NO. 2 IS 40 FEET WEST OF A METAL WITNESS POST,
 KU4162'IS ABOUT 3 FEET LOWER THAN STATION.  IT IS A STANDARD DISK
 KU4162'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH IS ABOUT 2-1/2
 KU4162'FEET ACROSS AND PROJECTS 18 INCHES, IT IS FLUSH AND STAMPED
 KU4162'BASS NO 2 1962.
 KU4162'
 KU4162'THE AZIMUTH MARK IS 42 FEET NORTHWEST OF THE APPROXIMATE CENTER
 KU4162'OF ROAD, 3.5 FEET SOUTH OF A SMALL OAK TREE WITH TRIANGLE BLAZE
 KU4162'AND 2.1 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 KU4162'DISK CEMENTED IN THE TOP OF A 4 INCH CAST IRON PIPE WHICH
 KU4162'PROJECTS 12 INCHES, AND IS STAMPED BASS 1962.
 KU4162'
 KU4162'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 KU4162
 KU4162                          STATION RECOVERY (1965)
 KU4162
 KU4162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4162'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KU4162'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 KU4162'MARKS CHECKED.  A CONCRETE BLOCK BUILDING IS NOW UNDER
 KU4162'CONSTRUCTION 116 FEET SOUTHWEST OF THE STATION.
 KU4162'
 KU4162'A COMPLETE DESCRIPTION AND TO REACH FOLLOWS--
 KU4162'
 KU4162'THE STATION IS ABOUT 3 MILES NORTHWEST OF EAST HAMPTON, ABOUT 3
 KU4162'MILES SOUTHWEST OF SAG HARBOR, ABOUT 3-1/2 MILES NORTH OF THE
 KU4162'ATLANTIC OCEAN AND ON THE PROPERTY OF BASHEVA WEINTRAUB WHOSE
 KU4162'ADDRESS IS 1349 40TH STREET, BROOKLYN, NEW YORK.
 KU4162'
 KU4162'TO REACH FROM THE POST OFFICE IN EAST HAMPTON, GO WESTERLY ON
 KU4162'STATE HIGHWAY 27 FOR 0.25 MILE TO THE INTERSECTION OF NEWTOWN
 KU4162'LANE AND MAIN STREET.  TURN RIGHT AND GO NORTHWEST ON NEWTOWN
 KU4162'LANE FOR 0.35 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE
 KU4162'NORTHWESTERLY ON COUNTY ROAD 59 FOR 1.65 MILES TO A
 KU4162'CROSSROAD.  CONTINUE AHEAD NORTHWESTERLY ON TWO HOLES WATER ROAD
 KU4162'FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 KU4162'SOUTHWESTERLY ON TWO HOLES WATER ROAD FOR 1.1 MILES TO A SIDE
 KU4162'ROAD LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON A PAVED ROAD FOR
 KU4162'0.4 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 KU4162'TURN LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD FOR 0.05 MILE
 KU4162'TO A POINT WHERE THE PAVED ROAD TURNS RIGHT AND A DRIVEWAY
 KU4162'LEFT.  TURN LEFT AND GO NORTHEASTERLY ON A DIM ROAD, PASSING
 KU4162'ON THE RIGHT SIDE OF A HOUSE NOW UNDER CONSTRUCTION, TO THE TOP
 KU4162'OF A SMALL HILL AND THE STATION.
 KU4162'
 KU4162'THE STATION MARK IS A STANDARD DISK STAMPED BASS 1962, SET IN
 KU4162'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 KU4162'INCHES ABOVE THE GROUND.  IT IS 116 FEET NORTHEAST OF THE EAST
 KU4162'CORNER OF A CONCRETE BLOCK HOUSE AND 6.8 FEET SOUTH OF A METAL
 KU4162'WITNESS POST.
 KU4162'
 KU4162'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BASS NO 1 1962,
 KU4162'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KU4162'1 INCH ABOVE THE GROUND.  IT IS 53 FEET EAST OF THE WITNESS POST.
 KU4162'
 KU4162'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BASS NO 2 1962,
 KU4162'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 30 INCHES
 KU4162'ACROSS AND PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS 40 FEET
 KU4162'SOUTHWEST OF THE METAL WITNESS POST.
 KU4162'
 KU4162'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BASS 1962, CEMENTED
 KU4162'IN THE TOP OF A 4 INCH CAST IRON PIPE FILLED WITH CONCRETE AND
 KU4162'PROJECTING 14 INCHES ABOVE THE GROUND.  IT IS 41 FEET NORTHWEST
 KU4162'OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 39 FEET NORTH OF
 KU4162'POWER POLE NUMBER 19 AND 2 FEET EAST OF A METAL WITNESS POST.
 KU4162'
 KU4162'HEIGHT OF LIGHT ABOVE STATION MARK 14.24 METERS.
 KU4162
 KU4162                          STATION RECOVERY (2002)
 KU4162
 KU4162'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU4162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3058 ***********************************************************************
 KU3058  DESIGNATION -  BAT
 KU3058  PID         -  KU3058
 KU3058  STATE/COUNTY-  NY/WESTCHESTER
 KU3058  USGS QUAD   -  MAMARONECK (1975)
 KU3058
 KU3058                         *CURRENT SURVEY CONTROL
 KU3058  ___________________________________________________________________
 KU3058* NAD 83(1996)-  40 57 36.18072(N)    073 40 50.28330(W)     ADJUSTED  
 KU3058* NAVD 88     -                                                        
 KU3058  ___________________________________________________________________
 KU3058  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KU3058  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU3058
 KU3058  HORZ ORDER  -  THIRD
 KU3058
 KU3058.The horizontal coordinates were established by classical geodetic methods
 KU3058.and adjusted by the National Geodetic Survey in January 1999..
 KU3058
 KU3058
 KU3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3058
 KU3058.The geoid height was determined by GEOID03.
 KU3058
 KU3058;                    North         East     Units Scale Factor Converg.
 KU3058;SPC NY E     -   236,434.747   218,972.534   MT  0.99995853   +0 32 13.7
 KU3058;SPC NY E     -   775,703.00    718,412.39   sFT  0.99995853   +0 32 13.7
 KU3058;SPC CT       -   166,894.982   226,453.203   MT  1.00003291   -0 37 01.4
 KU3058;SPC CT       -   547,554.62    742,955.22   sFT  1.00003291   -0 37 01.4
 KU3058;SPC NY L     -    88,152.013   326,885.967   MT  0.99999674   +0 12 32.0
 KU3058;SPC NY L     -   289,212.06  1,072,458.38   sFT  0.99999674   +0 12 32.0
 KU3058;UTM  18      - 4,535,160.349   611,029.050   MT  0.99975172   +0 51 53.9
 KU3058
 KU3058                          SUPERSEDED SURVEY CONTROL
 KU3058
 KU3058  NAD 83(1996)-  40 57 36.18138(N)    073 40 50.28094(W) AD(       ) 4
 KU3058  NAD 83(1992)-  40 57 36.18099(N)    073 40 50.28094(W) AD(       ) 4
 KU3058  NAD 83(1986)-  40 57 36.18155(N)    073 40 50.28065(W) AD(       ) 4
 KU3058  NAD 27      -  40 57 35.84500(N)    073 40 51.84300(W) AD(       ) 3
 KU3058
 KU3058.Superseded values are not recommended for survey control.
 KU3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3058.See file dsdata.txt to determine how the superseded data were derived.
 KU3058
 KU3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1102935160(NAD 83)
 KU3058_MARKER: 55 = TOWER
 KU3058
 KU3058  HISTORY     - Date     Condition        Report By
 KU3058  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU3058  HISTORY     - 1931     GOOD             CGS
 KU3058
 KU3058                          STATION DESCRIPTION
 KU3058
 KU3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU3058'EAST RED TOWER OF BATHHOUSE ON OAKLAND BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0444 ***********************************************************************
 DI0444  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0444  DESIGNATION -  BATAVIA CORS ARP
 DI0444  CORS_ID     -  NYBT
 DI0444  PID         -  DI0444
 DI0444  STATE/COUNTY-  NY/GENESEE
 DI0444  USGS QUAD   -  STAFFORD (1978)
 DI0444
 DI0444                         *CURRENT SURVEY CONTROL
 DI0444  ___________________________________________________________________
 DI0444* NAD 83(CORS)-  42 59 17.96032(N)    078 07 20.37562(W)     ADJUSTED  
 DI0444* NAVD 88     -                                                        
 DI0444  ___________________________________________________________________
 DI0444  EPOCH DATE  -        2002.00
 DI0444  X           -     961,816.417 (meters)                     COMP
 DI0444  Y           -  -4,572,976.794 (meters)                     COMP
 DI0444  Z           -   4,326,731.695 (meters)                     COMP
 DI0444  ELLIP HEIGHT-         262.25  (meters)          (06/??/06) GPS OBS
 DI0444  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DI0444
 DI0444  HORZ ORDER  -  SPECIAL (CORS)
 DI0444  ELLP ORDER  -  SPECIAL (CORS)
 DI0444
 DI0444.ITRF positions are available for this station.
 DI0444.The coordinates were established by GPS observations
 DI0444.and adjusted by the National Geodetic Survey in June 2006..
 DI0444.The coordinates are valid at the epoch date displayed above.
 DI0444.The epoch date for horizontal control is a decimal equivalence
 DI0444.of Year/Month/Day.
 DI0444
 DI0444
 DI0444.The PID for the CORS L1 Phase Center is DI0445.
 DI0444
 DI0444.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0444
 DI0444.The ellipsoidal height was determined by GPS observations
 DI0444.and is referenced to NAD 83.
 DI0444
 DI0444.The geoid height was determined by GEOID03.
 DI0444
 DI0444;                    North         East     Units Scale Factor Converg.
 DI0444;SPC NY W     -   331,975.936   387,595.736   MT  0.99995488   +0 18 51.6
 DI0444;SPC NY W     - 1,089,157.72  1,271,637.01   sFT  0.99995488   +0 18 51.6
 DI0444
 DI0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0444!SPC NY W     -   0.99995887  x   0.99995488  =   0.99991376
 DI0444
 DI0444                          SUPERSEDED SURVEY CONTROL
 DI0444
 DI0444.No superseded survey control is available for this station.
 DI0444
 DI0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH3460663537(NAD 83)
 DI0444_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0444
 DI0444                          STATION DESCRIPTION
 DI0444
 DI0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0444'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0444'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0444'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0444'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0444'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0445 ***********************************************************************
 DI0445  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0445  DESIGNATION -  BATAVIA CORS L1 PHASE CENTER
 DI0445  CORS_ID     -  NYBT
 DI0445  PID         -  DI0445
 DI0445  STATE/COUNTY-  NY/GENESEE
 DI0445  USGS QUAD   -  STAFFORD (1978)
 DI0445
 DI0445                         *CURRENT SURVEY CONTROL
 DI0445  ___________________________________________________________________
 DI0445* NAD 83(CORS)-  42 59 17.96040(N)    078 07 20.37556(W)     ADJUSTED  
 DI0445* NAVD 88     -                                                        
 DI0445  ___________________________________________________________________
 DI0445  EPOCH DATE  -        2002.00
 DI0445  X           -     961,816.434 (meters)                     COMP
 DI0445  Y           -  -4,572,976.871 (meters)                     COMP
 DI0445  Z           -   4,326,731.772 (meters)                     COMP
 DI0445  ELLIP HEIGHT-         262.36  (meters)          (06/??/06) GPS OBS
 DI0445  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DI0445
 DI0445  HORZ ORDER  -  SPECIAL (CORS)
 DI0445  ELLP ORDER  -  SPECIAL (CORS)
 DI0445
 DI0445.ITRF positions are available for this station.
 DI0445.The coordinates were established by GPS observations
 DI0445.and adjusted by the National Geodetic Survey in June 2006..
 DI0445.The coordinates are valid at the epoch date displayed above.
 DI0445.The epoch date for horizontal control is a decimal equivalence
 DI0445.of Year/Month/Day.
 DI0445
 DI0445
 DI0445.The PID for the CORS ARP is DI0444.
 DI0445
 DI0445.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0445
 DI0445.The ellipsoidal height was determined by GPS observations
 DI0445.and is referenced to NAD 83.
 DI0445
 DI0445.The geoid height was determined by GEOID03.
 DI0445
 DI0445;                    North         East     Units Scale Factor Converg.
 DI0445;SPC NY W     -   331,975.938   387,595.737   MT  0.99995488   +0 18 51.6
 DI0445;SPC NY W     - 1,089,157.72  1,271,637.01   sFT  0.99995488   +0 18 51.6
 DI0445
 DI0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0445!SPC NY W     -   0.99995886  x   0.99995488  =   0.99991374
 DI0445
 DI0445                          SUPERSEDED SURVEY CONTROL
 DI0445
 DI0445.No superseded survey control is available for this station.
 DI0445
 DI0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH3460663537(NAD 83)
 DI0445_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0445
 DI0445                          STATION DESCRIPTION
 DI0445
 DI0445'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0445'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0445'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0445'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0445'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0445'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0491 ***********************************************************************
 OG0491  DESIGNATION -  BATAVIA USLS 1875
 OG0491  PID         -  OG0491
 OG0491  STATE/COUNTY-  NY/GENESEE
 OG0491  USGS QUAD   -  OAKFIELD (1978)
 OG0491
 OG0491                         *CURRENT SURVEY CONTROL
 OG0491  ___________________________________________________________________
 OG0491* NAD 83(1996)-  43 01 18.25226(N)    078 15 44.95285(W)     ADJUSTED  
 OG0491* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 OG0491  ___________________________________________________________________
 OG0491  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 OG0491  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OG0491
 OG0491  HORZ ORDER  -  THIRD
 OG0491
 OG0491.The horizontal coordinates were established by classical geodetic methods
 OG0491.and adjusted by the National Geodetic Survey in January 1999..
 OG0491
 OG0491.The orthometric height was scaled from a topographic map.
 OG0491
 OG0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0491
 OG0491.The geoid height was determined by GEOID03.
 OG0491
 OG0491;                    North         East     Units Scale Factor Converg.
 OG0491;SPC NY W     -   335,634.634   376,151.279   MT  0.99994591   +0 13 08.1
 OG0491;SPC NY W     - 1,101,161.30  1,234,089.65   sFT  0.99994591   +0 13 08.1
 OG0491;UTM  17      - 4,766,865.705   723,057.500   MT  1.00021212   +1 52 06.6
 OG0491
 OG0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0491!SPC NY W     -   0.99995985  x   0.99994591  =   0.99990577
 OG0491!UTM  17      -   0.99995985  x   1.00021212  =   1.00017197
 OG0491
 OG0491:                Primary Azimuth Mark                     Grid Az
 OG0491:SPC NY W     -  FALKIRK                                  270 19 07.8
 OG0491:UTM  17      -  FALKIRK                                  268 40 09.3
 OG0491
 OG0491|---------------------------------------------------------------------|
 OG0491| PID    Reference Object                     Distance      Geod. Az  |
 OG0491|                                                           dddmmss.s |
 OG0491| OG0492 FALKIRK                             APPROX.17.9 KM 2703215.9 |
 OG0491|---------------------------------------------------------------------|
 OG0491
 OG0491                          SUPERSEDED SURVEY CONTROL
 OG0491
 OG0491  NAD 83(1986)-  43 01 18.25931(N)    078 15 44.95129(W) AD(       ) 3
 OG0491  NAD 27      -  43 01 18.04056(N)    078 15 45.88404(W) AD(       ) 3
 OG0491
 OG0491.Superseded values are not recommended for survey control.
 OG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0491.See file dsdata.txt to determine how the superseded data were derived.
 OG0491
 OG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2305766866(NAD 83)
 OG0491_MARKER: V = STONE MONUMENT
 OG0491_SETTING: 0 = UNSPECIFIED SETTING
 OG0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0491
 OG0491  HISTORY     - Date     Condition        Report By
 OG0491  HISTORY     - 1875     MONUMENTED       USLS
 OG0491  HISTORY     - 1950     SEE DESCRIPTION  USGS
 OG0491  HISTORY     - 1967     GOOD             LOCENG
 OG0491
 OG0491                          STATION DESCRIPTION
 OG0491
 OG0491'DESCRIBED BY US LAKE SURVEY 1875
 OG0491'THIS STATION IS SITUATED IN THE TOWNSHIP OF BATAVIA, GENESEE
 OG0491'COUNTY, NEW YORK, ABOUT 4 MILES NORTHWEST OF THE CITY OF
 OG0491'BATAVIA, ON A SLIGHT RISE OF GROUND ABOUT ONE HALF MILE NORTH OF
 OG0491'AN EAST-AND-WEST HIGHWAY.  THE HEIGHT OF STATION USED WAS 89
 OG0491'FEET.  THE GEODETIC POINT IS MARKED BY A HOLE DRILLED IN THE TOP
 OG0491'OF A STONE POST SET 2 FEET BELOW THE SURFACE OF THE GROUND.  A
 OG0491'STONE POST IS SET DIRECTLY OVER THE GEODETIC POINT FOR A
 OG0491'SURFACE MARK.  THREE STONE REFERENCE POSTS ARE SET AS
 OG0491'FOLLOWS--ONE BEARING SOUTH 80 DEG 05 MIN EAST, DISTANT
 OG0491'31.0 METERS.  ONE BEARING SOUTH 36 DEG 12 MIN EAST,
 OG0491'DISTANT 30.6 METERS.  AND ONE BEARING NORTH 34 DEG 55 MIN
 OG0491'WEST, DISTANT 21.9 METERS FROM THE GEODETIC POINT.  THE BLIND
 OG0491'ASYLUM AT BATAVIA BEARS SOUTH 74 DEG 38 MIN EAST, AND IS
 OG0491'DISTANT 3 OR 4 MILES.  A BEECH TREE 18 INCHES IN DIAMETER
 OG0491'BEARS SOUTH 10 DEG 20 MIN EAST, DISTANT 8.3 METERS.  A
 OG0491'HEMLOCK TREE 30 INCHES IN DIAMETER BEARS NORTH 79 DEG 05 MIN
 OG0491'WEST, DISTANT 12.7 METERS.  AND A RAIL FENCE IS DISTANT 93
 OG0491'METERS ON THE EAST.  THE HEIGHT OF GROUND AT THE STATION
 OG0491'ABOVE MEAN LEVEL OF LAKE ONTARIO IS 711.5 FEET.  (U.S.E.,
 OG0491'PROFESSIONAL PAPERS NO.24).
 OG0491
 OG0491                          STATION RECOVERY (1950)
 OG0491
 OG0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OG0491'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED IN THE
 OG0491'TOWNSHIP OF BATAVIA, ABOUT 1.3 MILES N OF THE VILLAGE OF
 OG0491'BUSHVILLE, 0165 MILES N OF PRATT ROAD AND 0.6 MILE W OF
 OG0491'BUSHVILLE ROAD.
 OG0491'
 OG0491'SURFACE STONE HAS BEEN DESTROYED BUT SUB-SURFACE STONE HAS BEEN
 OG0491'RECOVERED ABOUT 2 FEET BELOW GROUND.  STATION IS LOCATED ON A
 OG0491'HIGH POINT OF A NARROW RIDGE AND IS MARKED BY A SLIGHT
 OG0491'DEPRESSION IN THE GROUND.  A FARM ROAD LEADING N FROM PRATT ROAD
 OG0491'END ABOUT 300 FEET E OF THE STATION.
 OG0491'
 OG0491'NORTHEAST REFERENCE MARK IS 50.5 FEET TO FACE OF 18 INCH BLAZED
 OG0491'LONE TREE SOUTHWEST REFERENCE MARK IS 80.2 FEET (MEASURED ALONG
 OG0491'STEEP SLOPE) TO SQUARE STONE POST AT FOOT OF STEEP
 OG0491'SLOPE.  SOUTHEAST REFERENCE MARK IS 100.5 FEET TO SQUARE STONE
 OG0491'POST ON RIDGE.
 OG0491
 OG0491                          STATION RECOVERY (1967)
 OG0491
 OG0491'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OG0491'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.  MONUMENT
 OG0491'IS NOW ON NORTHERLY SIDE OF THRUWAY.  ENTRY IS GAINED FROM
 OG0491'KELSEY RD. AND FIRST ROAD NORTH OF THRUWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1774 ***********************************************************************
 NC1774  DESIGNATION -  BATES
 NC1774  PID         -  NC1774
 NC1774  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1774  USGS QUAD   -  SHERMAN (1954)
 NC1774
 NC1774                         *CURRENT SURVEY CONTROL
 NC1774  ___________________________________________________________________
 NC1774* NAD 83(1996)-  42 08 24.25748(N)    079 31 23.96283(W)     ADJUSTED  
 NC1774* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 NC1774  ___________________________________________________________________
 NC1774  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NC1774  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NC1774
 NC1774  HORZ ORDER  -  THIRD
 NC1774
 NC1774.The horizontal coordinates were established by classical geodetic methods
 NC1774.and adjusted by the National Geodetic Survey in January 1999..
 NC1774
 NC1774.The orthometric height was scaled from a topographic map.
 NC1774
 NC1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1774
 NC1774.The geoid height was determined by GEOID03.
 NC1774
 NC1774;                    North         East     Units Scale Factor Converg.
 NC1774;SPC NY W     -   238,079.068   272,296.669   MT  1.00001177   -0 37 50.6
 NC1774;SPC NY W     -   781,097.74    893,359.99   sFT  1.00001177   -0 37 50.6
 NC1774;UTM  17      - 4,666,383.582   622,027.681   MT  0.99978322   +0 59 27.2
 NC1774
 NC1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1774!SPC NY W     -   0.99991815  x   1.00001177  =   0.99992992
 NC1774!UTM  17      -   0.99991815  x   0.99978322  =   0.99970139
 NC1774
 NC1774:                Primary Azimuth Mark                     Grid Az
 NC1774:SPC NY W     -  CASELAR                                  339 27 11.0
 NC1774:UTM  17      -  CASELAR                                  337 49 53.2
 NC1774
 NC1774|---------------------------------------------------------------------|
 NC1774| PID    Reference Object                     Distance      Geod. Az  |
 NC1774|                                                           dddmmss.s |
 NC1774| NC1775 CASELAR                             APPROX. 5.4 KM 3384920.4 |
 NC1774|---------------------------------------------------------------------|
 NC1774
 NC1774                          SUPERSEDED SURVEY CONTROL
 NC1774
 NC1774  NAD 83(1986)-  42 08 24.25833(N)    079 31 23.96239(W) AD(       ) 3
 NC1774  NAD 27      -  42 08 24.06651(N)    079 31 24.72569(W) AD(       ) 3
 NC1774
 NC1774.Superseded values are not recommended for survey control.
 NC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1774.See file dsdata.txt to determine how the superseded data were derived.
 NC1774
 NC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG2202866384(NAD 83)
 NC1774_MARKER: DD = SURVEY DISK
 NC1774_SETTING: 0 = UNSPECIFIED SETTING
 NC1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1774
 NC1774  HISTORY     - Date     Condition        Report By
 NC1774  HISTORY     - 1902     MONUMENTED       USGS
 NC1774
 NC1774                          STATION DESCRIPTION
 NC1774
 NC1774'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NC1774'LOCATED IN NORTHWESTERN PART OF HARMONY TOWNSHIP ON COMMANDING
 NC1774'HILL OWNED BY GEO. C. BATES, ABOUT 0.25 MI FROM RD. BETWEEN SHERNE
 NC1774'AND HARMONY TOWNSHIPS.
 NC1774'
 NC1774'STATION MARK, A STONE POST 40- BY 6- BY 6-IN. SET 36 IN. IN GROUND,
 NC1774'IN CENTER OF TOP OF WHICH IS CEMENTED A BRONZE TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1165 ***********************************************************************
 NB1165  DESIGNATION -  BATH
 NB1165  PID         -  NB1165
 NB1165  STATE/COUNTY-  NY/STEUBEN
 NB1165  USGS QUAD   -  BATH (1978)
 NB1165
 NB1165                         *CURRENT SURVEY CONTROL
 NB1165  ___________________________________________________________________
 NB1165* NAD 83(1986)-  42 20 09.     (N)    077 19 06.     (W)     SCALED    
 NB1165* NAVD 88     -       337.070  (meters)    1105.87   (feet)  ADJUSTED  
 NB1165  ___________________________________________________________________
 NB1165  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 NB1165  DYNAMIC HT  -         336.950 (meters)    1105.48  (feet)  COMP
 NB1165  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 NB1165
 NB1165  VERT ORDER  -  SECOND    CLASS 0
 NB1165
 NB1165.The horizontal coordinates were scaled from a topographic map and have
 NB1165.an estimated accuracy of +/- 6 seconds.
 NB1165
 NB1165.The orthometric height was determined by differential leveling
 NB1165.and adjusted by the National Geodetic Survey in June 1991..
 NB1165
 NB1165.The geoid height was determined by GEOID03.
 NB1165
 NB1165.The dynamic height is computed by dividing the NAVD 88
 NB1165.geopotential number by the normal gravity value computed on the
 NB1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1165.degrees latitude (g = 980.6199 gals.).
 NB1165
 NB1165.The modeled gravity was interpolated from observed gravity values.
 NB1165
 NB1165;                    North         East    Units  Estimated Accuracy
 NB1165;SPC NY C     -   259,660.      189,430.      MT  (+/- 180 meters Scaled)
 NB1165
 NB1165                          SUPERSEDED SURVEY CONTROL
 NB1165
 NB1165  NGVD 29 (??/??/92)  337.205  (m)         1106.31   (f) ADJ UNCH    2 0
 NB1165
 NB1165.Superseded values are not recommended for survey control.
 NB1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1165.See file dsdata.txt to determine how the superseded data were derived.
 NB1165
 NB1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM090896(NAD 83)
 NB1165_MARKER: DB = BENCH MARK DISK
 NB1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1165_SP_SET: BUILDING
 NB1165_STAMPING: BATH 1935
 NB1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1165+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 NB1165
 NB1165  HISTORY     - Date     Condition        Report By
 NB1165  HISTORY     - 1935     MONUMENTED       LOCSUR
 NB1165  HISTORY     - 1949     GOOD             NGS
 NB1165  HISTORY     - 1988     GOOD             USPSQD
 NB1165  HISTORY     - 1990     GOOD             USPSQD
 NB1165  HISTORY     - 19941104 GOOD             USPSQD
 NB1165  HISTORY     - 19971122 GOOD             USPSQD
 NB1165  HISTORY     - 20060321 GOOD             INDIV
 NB1165
 NB1165                          STATION DESCRIPTION
 NB1165
 NB1165'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1935
 NB1165'AT BATH.
 NB1165'IS LOCATED AT BATH, IN THE CITY HALL, IN THE WEST FACE OF THE
 NB1165'BUILDING, BETWEEN DOORWAY TO FIRE STATION AND THE SOUTHWEST CORNER,
 NB1165'ABOUT THREE FEET ABOVE THE GROUND, ON THE TOP SLOPE OF FOUNDATION
 NB1165'STONE. STANDARD TABLET.
 NB1165
 NB1165                          STATION RECOVERY (1949)
 NB1165
 NB1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NB1165'RECOVERED IN GOOD CONDITION.
 NB1165
 NB1165                          STATION RECOVERY (1988)
 NB1165
 NB1165'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1165'RECOVERED IN GOOD CONDITION.
 NB1165
 NB1165                          STATION RECOVERY (1990)
 NB1165
 NB1165'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1165'RECOVERED IN GOOD CONDITION.
 NB1165
 NB1165                          STATION RECOVERY (1994)
 NB1165
 NB1165'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1165'RECOVERED IN GOOD CONDITION.
 NB1165
 NB1165                          STATION RECOVERY (1997)
 NB1165
 NB1165'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1165'RECOVERED IN GOOD CONDITION.
 NB1165
 NB1165                          STATION RECOVERY (2006)
 NB1165
 NB1165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RJB)
 NB1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1927 ***********************************************************************
 NB1927  DESIGNATION -  BATH
 NB1927  PID         -  NB1927
 NB1927  STATE/COUNTY-  NY/STEUBEN
 NB1927  USGS QUAD   -  BATH (1978)
 NB1927
 NB1927                         *CURRENT SURVEY CONTROL
 NB1927  ___________________________________________________________________
 NB1927* NAD 83(1996)-  42 19 31.18704(N)    077 19 46.46296(W)     ADJUSTED  
 NB1927* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 NB1927  ___________________________________________________________________
 NB1927  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 NB1927  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NB1927
 NB1927  HORZ ORDER  -  SECOND
 NB1927
 NB1927.The horizontal coordinates were established by classical geodetic methods
 NB1927.and adjusted by the National Geodetic Survey in January 1999..
 NB1927
 NB1927.The orthometric height was scaled from a topographic map.
 NB1927
 NB1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1927
 NB1927.The geoid height was determined by GEOID03.
 NB1927
 NB1927;                    North         East     Units Scale Factor Converg.
 NB1927;SPC NY C     -   258,497.889   188,493.071   MT  0.99998403   -0 30 09.0
 NB1927;SPC NY C     -   848,088.49    618,414.35   sFT  0.99998403   -0 30 09.0
 NB1927;UTM  18      - 4,688,526.507   308,051.106   MT  1.00005335   -1 34 08.7
 NB1927
 NB1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1927!SPC NY C     -   0.99993115  x   0.99998403  =   0.99991518
 NB1927!UTM  18      -   0.99993115  x   1.00005335  =   0.99998449
 NB1927
 NB1927:                Primary Azimuth Mark                     Grid Az
 NB1927:SPC NY C     -  BATH AZ MK                               005 12 47.0
 NB1927:UTM  18      -  BATH AZ MK                               006 16 46.7
 NB1927
 NB1927|---------------------------------------------------------------------|
 NB1927| PID    Reference Object                     Distance      Geod. Az  |
 NB1927|                                                           dddmmss.s |
 NB1927| CZ4106 BATH AZ MK                                         0044238.0 |
 NB1927| CZ4107 BATH RM 1                            19.688 METERS 04709     |
 NB1927| CZ4108 BATH RM 2                            25.695 METERS 28314     |
 NB1927|---------------------------------------------------------------------|
 NB1927
 NB1927                          SUPERSEDED SURVEY CONTROL
 NB1927
 NB1927  NAD 83(1986)-  42 19 31.19357(N)    077 19 46.45609(W) AD(       ) 2
 NB1927  NAD 27      -  42 19 30.93000(N)    077 19 47.52600(W) AD(       ) 2
 NB1927
 NB1927.Superseded values are not recommended for survey control.
 NB1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1927.See file dsdata.txt to determine how the superseded data were derived.
 NB1927
 NB1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0805188527(NAD 83)
 NB1927_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1927
 NB1927  HISTORY     - Date     Condition        Report By
 NB1927  HISTORY     - 1939     MONUMENTED       CGS
 NB1927  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NB1927  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1927
 NB1927                          STATION DESCRIPTION
 NB1927
 NB1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1927'STATION BATH IS LOCATED IN STEUBEN COUNTY, ABOUT 1-1/2 MILES
 NB1927'SOUTHWEST OF THE TOWN OF BATH AND IN BATH TOWNSHIP.  IT IS ON
 NB1927'THE NORTH END OF A RIDGE, AT THE EAST EDGE OF THE TIMBER AND
 NB1927'JUST WEST OF A PLOWED FIELD.  IT IS ON THE PROPERTY OF
 NB1927'GLENN CHISSOM AND JACOB GREGORY.
 NB1927'
 NB1927'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1927'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 NB1927'11A RESPECTIVELY.
 NB1927'
 NB1927'ALL MARKS ARE STAMPED BATH 1939.
 NB1927'
 NB1927'TO REACH THE STATION FROM THE ERIE RAILROAD STATION ON
 NB1927'CAMERON STREET IN THE TOWN OF BATH GO SOUTH ACROSS THE TRACKS
 NB1927'JUST EAST OF THE STATION AND CONTINUE FOR 0.45 MILE TO A T-ROAD
 NB1927'LEFT, ABOUT 34 YARDS NORTH OF THE CITY LIMITS SIGN.  TURN LEFT
 NB1927'AND GO 0.8 MILE TO A WHITE HOUSE ON THE RIGHT.  TURN RIGHT IN
 NB1927'DRIVEWAY AND PASS BEHIND HOUSE AND PROCEED TO THE BARN AND
 NB1927'GATE.  GO THROUGH GATE AT THE WEST END OF THE BARN AND
 NB1927'CONTINUE NORTH UPHILL TO OLD NORTH AND SOUTH FENCE LINE ABOUT
 NB1927'100 YARDS.  TURN RIGHT NORTH) AND GO ABOUT 100 YARDS TO THE
 NB1927'STATION.
 NB1927'
 NB1927'A POST, PAINTED WHITE, 4 INCHES SQUARE AND FIVE FEET LONG
 NB1927'WITH U.S. TRIANGULATION STAMPED ON IT WAS SET AT THE STATION.
 NB1927'
 NB1927'STATIONS AVOCA, URBANA (N.Y.S.S. NO. 405) AND BLAKE ARE VISIBLE
 NB1927'FROM THE GROUND.
 NB1927'
 NB1927'TO REACH THE AZIMUTH MARK START AT THE ERIE RAILROAD STATION
 NB1927'AND GO NORTH FOR 0.05 MILE.  TURN SHARP LEFT AND GO 0.35 MILE
 NB1927'TO HUBBLE STREET.  TURN RIGHT AND GO 0.7 MILE TO WHERE ROAD
 NB1927'TURNS LEFT.  THE AZIMUTH MARK IS HERE JUST WEST OF A CONCRETE
 NB1927'POND.
 NB1927'
 NB1927'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, IN THE TIMBER
 NB1927'ABOUT 15 FEET WEST OF A CULTIVATED FIELD.  REFERENCE MARK NO. 2
 NB1927'IS WEST OF THE STATION IN THE TIMBER.
 NB1927'
 NB1927'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 NB1927
 NB1927                          STATION RECOVERY (1971)
 NB1927
 NB1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NB1927'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NB1927'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THERE
 NB1927'ARE NOW SOME NEW HOMES IN THE AREA, AND THERE IS NO LONGER A
 NB1927'CONCRETE POND.  IT WAS NOT POSSIBLE TO SEARCH BY ANGLE BECAUSE THE
 NB1927'STATION IS NOW IN HEAVY TIMBER.  DISTANCES TO REFERENCE MARKS
 NB1927'WERE MEASURED AND RM NO. 2 FOUND TO BE THE SAME.  THE DISTANCE TO
 NB1927'RM NO. 1 IS NOW .013 METER LESS THAN THE 1939 DISTANCE.  VIEW
 NB1927'FROM STATION IS NOW BLOCKED EXCEPT FOR A NARROW ARC FROM 25
 NB1927'DEGREES RIGHT OF RM NO. 1 TO 53 DEGREES RIGHT.
 NB1927'
 NB1927'STATION IS LOCATED ON A TIMBERED RIDGE, ABOUT 40 YARDS NORTH
 NB1927'OF, AND SLIGHTLY LOWER THAN THE HIGHEST POINT.  IT IS ABOUT
 NB1927'375 YARDS NORTH-NORTHWEST OF WHITE FARMHOUSE AND 125 YARDS NORTH
 NB1927'FROM SOUTHEAST CORNER OF TIMBER PLOT.
 NB1927'
 NB1927'TO REACH STATION FROM THE RAILROAD STATION IN BATH, GO SOUTH,
 NB1927'CROSSING RAILROAD TRACKS, FOR 0.45 MILE.  TURN LEFT ON MAGEE
 NB1927'RD. AND GO UPHILL FOR 0.8 MILE TO WHITE HOUSE ON RIGHT.  FROM
 NB1927'HOUSE PACK NORTHWESTERLY UP ACROSS PASTURE ABOUT 375 YARDS TO
 NB1927'STATION.  NOTE--IT IS POSSIBLE TO DRIVE TO STATION IN DRY
 NB1927'WEATHER.
 NB1927'
 NB1927'STATION MARK IS A STANDARD DISK STAMPED BATH 1939, SET IN THE
 NB1927'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES
 NB1927'FROM GROUND.  IT IS IN TIMBER, 25 FEET WEST OF EDGE OF PASTURE
 NB1927'AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 NB1927'
 NB1927'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BATH NO 1
 NB1927'1939, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NB1927'PROJECTING 3 INCHES FROM GROUND.  IT IS DOWN ON NORTH SLOPE OF
 NB1927'END OF RIDGE, 19.675 METERS, (64.550 FEET) NORTH OF STATION, 16
 NB1927'FEET WEST OF EDGE OF PASTURE AND ABOUT 4 FEET LOWER THAN STATION
 NB1927'MARK.
 NB1927'
 NB1927'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BATH NO 2
 NB1927'1939, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NB1927'PROJECTING 6 INCHES FROM GROUND.  IT IS IN TIMBER, 25.696 METERS,
 NB1927'(84.303 FEET) WEST-SOUTHWEST OF STATION, AND ABOUT 2 FEET LOWER
 NB1927'THAN STATION MARK.
 NB1927'
 NB1927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1927'1-1/2 MILES SOUTHWEST OF BATH.
 NB1927
 NB1927                          STATION RECOVERY (1974)
 NB1927
 NB1927'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1927'STATION MARK AND BOTH RMS WERE RECOVERED IN GOOD CONDITION.  AZIMUTH
 NB1927'MARK COULD NOT BE FOUND.  THERE ARE NEW HOMES IN THE AREA AND THE
 NB1927'CONCRETE POND NO LONGER EXISTS.  VIEW FROM STATION IS BLOCKED
 NB1927'EXCEPT FOR A NARROW ARC FROM 25 DEGREES RIGHT OF RM 1 TO 53 DEGREES
 NB1927'RIGHT.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 NB1927'CHECKED.
 NB1927'
 NB1927'STATION MARK IS A STANDARD DISK STAMPED BATH 1939, SET IN A
 NB1927'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS
 NB1927'3 FEET SOUTHWEST OF A METAL WITNESS POST.
 NB1927'
 NB1927'RM NO. 1 IS A STANDARD DISK STAMPED BATH NO 1 1939, SET IN A
 NB1927'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS
 NB1927'ABOUT 4 FEET LOWER THAN STATION MARK.
 NB1927'
 NB1927'RM NO. 2 IS A STANDARD DISK STAMPED BATH NO 2 1939, SET IN A
 NB1927'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS
 NB1927'ABOUT 2 FEET LOWER THAN STATION MARK.
 NB1927'
 NB1927'TO REACH STATION FROM THE RAILROAD STATION IN BATH, GO SOUTH,
 NB1927'CROSSING RAILROAD TRACKS, FOR 0.45 MILE.  TURN LEFT ON MAGEE
 NB1927'RD. AND GO UPHILL 0.8 MILE TO WHITE HOUSE ON RIGHT.  FROM HOUSE
 NB1927'PACK NORTHWESTERLY UP ACROSS PASTURE ABOUT 375 YARDS TO
 NB1927'STATION.  NOTE--IT IS POSSIBLE TO DRIVE TO STATION IN DRY
 NB1927'WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1088 ***********************************************************************
 OF1088  TIDAL BM    -  This is a Tidal Bench Mark.
 OF1088  DESIGNATION -  BATH HOUSE
 OF1088  PID         -  OF1088
 OF1088  STATE/COUNTY-  NY/MONROE
 OF1088  USGS QUAD   -  PITTSFORD (1978)
 OF1088
 OF1088                         *CURRENT SURVEY CONTROL
 OF1088  ___________________________________________________________________
 OF1088* NAD 83(1986)-  43 15 31.     (N)    077 36 30.     (W)     SCALED    
 OF1088* NAVD 88     -        77.321  (meters)     253.68   (feet)  ADJUSTED  
 OF1088  ___________________________________________________________________
 OF1088  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OF1088  DYNAMIC HT  -          77.303 (meters)     253.62  (feet)  COMP
 OF1088  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 OF1088
 OF1088  VERT ORDER  -  SECOND    CLASS I
 OF1088
 OF1088.The horizontal coordinates were scaled from a topographic map and have
 OF1088.an estimated accuracy of +/- 6 seconds.
 OF1088
 OF1088.The orthometric height was determined by differential leveling
 OF1088.and adjusted by the National Geodetic Survey in November 2004..
 OF1088.No vertical observational check was made to the station.
 OF1088
 OF1088.This Tidal Bench Mark is designated as VM 17021
 OF1088.by the Center for Operational Oceanographic Products and Services.
 OF1088
 OF1088.The geoid height was determined by GEOID03.
 OF1088
 OF1088.The dynamic height is computed by dividing the NAVD 88
 OF1088.geopotential number by the normal gravity value computed on the
 OF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1088.degrees latitude (g = 980.6199 gals.).
 OF1088
 OF1088.The modeled gravity was interpolated from observed gravity values.
 OF1088
 OF1088;                    North         East    Units  Estimated Accuracy
 OF1088;SPC NY W     -   362,360.      429,160.      MT  (+/- 180 meters Scaled)
 OF1088
 OF1088                          SUPERSEDED SURVEY CONTROL
 OF1088
 OF1088  NAVD 88 (06/15/91)   77.335  (m)          253.72   (f) UNKNOWN     1 2
 OF1088  NGVD 29 (??/??/92)   77.535  (m)          254.38   (f) ADJ UNCH    1 2
 OF1088
 OF1088.Superseded values are not recommended for survey control.
 OF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1088.See file dsdata.txt to determine how the superseded data were derived.
 OF1088
 OF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN882928(NAD 83)
 OF1088_MARKER: DD = SURVEY DISK
 OF1088_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OF1088_SP_SET: BRICK BUILDING
 OF1088_STAMPING: BATH HOUSE 1960 KHF
 OF1088_MARK LOGO: USE   
 OF1088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1088+STABILITY: SURFACE MOTION
 OF1088
 OF1088  HISTORY     - Date     Condition        Report By
 OF1088  HISTORY     - 1960     MONUMENTED       USLS
 OF1088  HISTORY     - 1968     GOOD             NGS
 OF1088  HISTORY     - 1990     GOOD             USPSQD
 OF1088  HISTORY     - 19970625 GOOD             NOS
 OF1088  HISTORY     - 19980614 GOOD             NOS
 OF1088  HISTORY     - 19990423 GOOD             NOS
 OF1088
 OF1088                          STATION DESCRIPTION
 OF1088
 OF1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1088'AT ROCHESTER.
 OF1088'BATH HOUSE IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1200
 OF1088'FEET WEST OF THE GENESEE RIVER, ON THE LAKE SIDE OF BEACH AVENUE
 OF1088'JUST WEST OF LAKE AVENUE, AT THE SOUTH AND MOST EASTERLY CORNER
 OF1088'OF THE ONTARIO BEACH PARK BATH HOUSE, 2.6 FEET FROM THE CORNER,
 OF1088'ABOUT 3 FEET ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER
 OF1088'OF BRONZE DISC SET INTO THE BRICK WALL.
 OF1088
 OF1088                          STATION RECOVERY (1990)
 OF1088
 OF1088'RECOVERY NOTE BY US POWER SQUADRON 1990 (ALF)
 OF1088'RECOVERED IN GOOD CONDITION.
 OF1088
 OF1088                          STATION RECOVERY (1997)
 OF1088
 OF1088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OF1088'RECOVERED AS DESCRIBED.
 OF1088
 OF1088                          STATION RECOVERY (1998)
 OF1088
 OF1088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OF1088'RECOVERED AS DESCRIBED.
 OF1088
 OF1088                          STATION RECOVERY (1999)
 OF1088
 OF1088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (RJG)
 OF1088'BATH HOUSE IS AT ROCHESTER, MONROE COUNTY, NEW YORK, ABOUT 1200 FEET
 OF1088'(365.8 M) WEST OF THE GENESEE RIVER, ON THE LAKE SIDE OF BEACH AVENUE
 OF1088'JUST WEST OF ITS JUNCTION WITH LAKE AVENUE, AT THE SOUTH AND MOST
 OF1088'EASTERLY CORNER OF THE ONTARIO BEACH PARK BATH HOUSE, 2.6 FEET (0.8 M)
 OF1088'FROM THE CORNER, 3.0 FEET (0.9 M) ABOVE THE GROUND, SET VERTICAL IN
 OF1088'THE FACE OF THE BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1425 ***********************************************************************
 OD1425  DESIGNATION -  BATTEN
 OD1425  PID         -  OD1425
 OD1425  STATE/COUNTY-  NY/WASHINGTON
 OD1425  USGS QUAD   -  COSSAYUNA (1944)
 OD1425
 OD1425                         *CURRENT SURVEY CONTROL
 OD1425  ___________________________________________________________________
 OD1425* NAD 83(1996)-  43 08 21.28998(N)    073 25 11.46381(W)     ADJUSTED  
 OD1425* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 OD1425  ___________________________________________________________________
 OD1425  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 OD1425  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 OD1425
 OD1425  HORZ ORDER  -  THIRD
 OD1425
 OD1425.The horizontal coordinates were established by classical geodetic methods
 OD1425.and adjusted by the National Geodetic Survey in January 1999..
 OD1425
 OD1425.The orthometric height was scaled from a topographic map.
 OD1425
 OD1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1425
 OD1425.The geoid height was determined by GEOID03.
 OD1425
 OD1425;                    North         East     Units Scale Factor Converg.
 OD1425;SPC NY E     -   478,706.315   237,868.797   MT  0.99999495   +0 44 19.0
 OD1425;SPC NY E     - 1,570,555.64    780,407.88   sFT  0.99999495   +0 44 19.0
 OD1425;SPC VT       -    71,421.705   425,166.511   MT  1.00003315   -0 37 44.4
 OD1425;UTM  18      - 4,777,489.965   628,505.198   MT  0.99980314   +1 04 50.2
 OD1425
 OD1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1425!SPC NY E     -   0.99998437  x   0.99999495  =   0.99997932
 OD1425!SPC VT       -   0.99998437  x   1.00003315  =   1.00001752
 OD1425!UTM  18      -   0.99998437  x   0.99980314  =   0.99978752
 OD1425
 OD1425|---------------------------------------------------------------------|
 OD1425| PID    Reference Object                     Distance      Geod. Az  |
 OD1425|                                                           dddmmss.s |
 OD1425| DA2979 BATTEN RM 1                          14.250 METERS 06334     |
 OD1425| DA2980 BATTEN RM 2                          10.986 METERS 15453     |
 OD1425| DA2978 BATTEN AZ MK                                       2770544.5 |
 OD1425|---------------------------------------------------------------------|
 OD1425
 OD1425                          SUPERSEDED SURVEY CONTROL
 OD1425
 OD1425  NAD 83(1996)-  43 08 21.29063(N)    073 25 11.46354(W) AD(       ) 3
 OD1425  NAD 83(1992)-  43 08 21.29076(N)    073 25 11.46336(W) AD(       ) 3
 OD1425  NAD 83(1986)-  43 08 21.29255(N)    073 25 11.46339(W) AD(       ) 3
 OD1425  NAD 27      -  43 08 21.01890(N)    073 25 13.05863(W) AD(       ) 3
 OD1425
 OD1425.Superseded values are not recommended for survey control.
 OD1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1425.See file dsdata.txt to determine how the superseded data were derived.
 OD1425
 OD1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN2850577490(NAD 83)
 OD1425_MARKER: DS = TRIANGULATION STATION DISK
 OD1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1425
 OD1425  HISTORY     - Date     Condition        Report By
 OD1425  HISTORY     - 1942     MONUMENTED       CGS
 OD1425  HISTORY     - 1979     MARK NOT FOUND   NGS
 OD1425
 OD1425                          STATION DESCRIPTION
 OD1425
 OD1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1425'THE STATION IS ABOUT 1-1/4 MILES W OF EAST GREENWICH, 19 FEET N OF
 OD1425'THE CENTER OF THE PAVEMENT ON STATE HIGHWAY 29, AND MIDWAY BETWEEN
 OD1425'TWO LONE OAK TREES ABOUT 60 YARDS APART.  THE MARK PROJECTS 6
 OD1425'INCHES AND HE DISK IS STAMPED BATTEN 1942.
 OD1425'
 OD1425'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 OD1425'CONCRETE.
 OD1425'
 OD1425'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 OD1425'
 OD1425'REFERENCE MARK NO. 1 IS 46.75 FEET E OF THE STATION AND 19 FEET N OF
 OD1425'THE CENTER OF PAVEMENT.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 OD1425'STAMPED BATTEN NO. 1 1942.
 OD1425'
 OD1425'REFERENCE MARK NO. 2 IS 36 FEET S OF THE STATION IN THE FENCE LINE
 OD1425'ACROSS THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OD1425'BATTEN NO. 2 1942.
 OD1425'
 OD1425'THE AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION, ABOUT 90 FEET
 OD1425'NW OF THE DIRT ROAD AND ABOUT 30 FEET HIGHER, ON TOP THE ROCK
 OD1425'OUTCROP.  THE DISK IS STAMPED BATTEN 1942.  TO REACH FROM THE
 OD1425'STATION DRIVE W 0.3 MILE, THEN TURN RIGHT FOR 0.2 MILE, THEN TURN
 OD1425'RIGHT AGAIN FOR 0.1 MILE.
 OD1425'
 OD1425'TO REACH THE STATION FROM THE EAST GREENWICH POST OFFICE DRIVE W ON
 OD1425'STATE HIGHWAY 29 FOR 1.3 MILES, OR 0.2 MILE PAST THE ROAD TURNING N.
 OD1425'
 OD1425'A 4-FOOT STAND WILL SEE A 15-FOOT LIGHT AT STATION FLEMING.
 OD1425'
 OD1425'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION WHIPPLE.
 OD1425'
 OD1425'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 OD1425
 OD1425                          STATION RECOVERY (1979)
 OD1425
 OD1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OD1425'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OD1425'SEARCHED FOR BUT NOT RECOVERED.  THE MARKS HAVE PROBABLY BEEN
 OD1425'DESTROYED BY ROAD CONSTRUCTION OR EITHER COVERED UP WHEN IMPROVEMENTS
 OD1425'WERE MADE ALONG THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5313 ***********************************************************************
 LX5313  DESIGNATION -  BATTERY 111
 LX5313  PID         -  LX5313
 LX5313  STATE/COUNTY-  NY/SUFFOLK
 LX5313  USGS QUAD   -  NEW LONDON (1984)
 LX5313
 LX5313                         *CURRENT SURVEY CONTROL
 LX5313  ___________________________________________________________________
 LX5313* NAD 83(1996)-  41 15 20.61594(N)    072 00 25.62084(W)     ADJUSTED  
 LX5313* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LX5313  ___________________________________________________________________
 LX5313  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LX5313  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5313
 LX5313  HORZ ORDER  -  THIRD
 LX5313
 LX5313.The horizontal coordinates were established by classical geodetic methods
 LX5313.and adjusted by the National Geodetic Survey in January 1999..
 LX5313
 LX5313.The orthometric height was scaled from a topographic map.
 LX5313
 LX5313.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5313
 LX5313.The geoid height was determined by GEOID03.
 LX5313
 LX5313;                    North         East     Units Scale Factor Converg.
 LX5313;SPC NY L     -   122,839.718   467,010.776   MT  1.00001992   +1 18 12.6
 LX5313;SPC NY L     -   403,016.64  1,532,184.52   sFT  1.00001992   +1 18 12.6
 LX5313;SPC CT       -   199,577.735   367,059.930   MT  0.99999484   +0 29 33.3
 LX5313;SPC CT       -   654,781.29  1,204,262.45   sFT  0.99999484   +0 29 33.3
 LX5313;UTM  18      - 4,571,466.391   750,745.749   MT  1.00037386   +1 58 28.5
 LX5313;UTM  19      - 4,571,507.608   248,061.590   MT  1.00038124   -1 59 02.4
 LX5313
 LX5313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5313!SPC NY L     -   1.00000268  x   1.00001992  =   1.00002260
 LX5313!SPC CT       -   1.00000268  x   0.99999484  =   0.99999752
 LX5313!UTM  18      -   1.00000268  x   1.00037386  =   1.00037654
 LX5313!UTM  19      -   1.00000268  x   1.00038124  =   1.00038392
 LX5313
 LX5313:                Primary Azimuth Mark                     Grid Az
 LX5313:SPC NY L     -  WILDERNESS                               087 09 56.2
 LX5313:SPC CT       -  WILDERNESS                               087 58 35.5
 LX5313:UTM  18      -  WILDERNESS                               086 29 40.3
 LX5313:UTM  19      -  WILDERNESS                               090 27 11.2
 LX5313
 LX5313|---------------------------------------------------------------------|
 LX5313| PID    Reference Object                     Distance      Geod. Az  |
 LX5313|                                                           dddmmss.s |
 LX5313| LW3388 WILDERNESS                          APPROX. 0.9 KM 0882808.8 |
 LX5313| LX0345 MT PROSPECT 3                       208.988 METERS 27553     |
 LX5313|---------------------------------------------------------------------|
 LX5313
 LX5313                          SUPERSEDED SURVEY CONTROL
 LX5313
 LX5313  NAD 83(1996)-  41 15 20.61596(N)    072 00 25.62089(W) AD(       ) 3
 LX5313  NAD 83(1992)-  41 15 20.61459(N)    072 00 25.62015(W) AD(       ) 3
 LX5313  NAD 83(1986)-  41 15 20.61586(N)    072 00 25.62575(W) AD(       ) 3
 LX5313  NAD 27      -  41 15 20.25800(N)    072 00 27.36100(W) AD(       ) 3
 LX5313
 LX5313.Superseded values are not recommended for survey control.
 LX5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5313.See file dsdata.txt to determine how the superseded data were derived.
 LX5313
 LX5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5074671466(NAD 83)
 LX5313_MARKER: DS = TRIANGULATION STATION DISK
 LX5313_SETTING: 0 = UNSPECIFIED SETTING
 LX5313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5313
 LX5313  HISTORY     - Date     Condition        Report By
 LX5313  HISTORY     - 1943     MONUMENTED       CGS
 LX5313  HISTORY     - 1954     MARK NOT FOUND   USGS
 LX5313
 LX5313                          STATION DESCRIPTION
 LX5313
 LX5313'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5313'STATION IS LOCATED ON THE SOUTH SHORE OF FISHERS ISLAND AND ABOUT
 LX5313'0.2 MILE SOUTHEAST OF MOUNT PROSPECT.  IT IS ON LINE WITH THE
 LX5313'EAST SIDE OF A SMALL CONCRETE HOUSE THAT STANDS BACK OF THE
 LX5313'BATTERY.  IT IS A STANDARD DISK STAMPED BATTERY 111 1943 AND IS
 LX5313'SET IN A DRILL HOLE FLUSH WITH THE CONCRETE SURFACE.  THE
 LX5313'MAGAZINE WILL BE COVERED WITH EARTH AND THE MARK WILL BE ABOUT 3
 LX5313'FEET UNDERGROUND.
 LX5313'
 LX5313'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LX5313
 LX5313                          STATION RECOVERY (1954)
 LX5313
 LX5313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5313'STATION SEARCHED FOR BUT NOT RECOVERED.  ORIGINAL DESCRIPTION
 LX5313'GIVES INSUFFICIENT INFORMATION TO DETERMINE WHERE TO DIG FOR
 LX5313'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0881 ***********************************************************************
 LW0881  DESIGNATION -  BATTERY 112
 LW0881  PID         -  LW0881
 LW0881  STATE/COUNTY-  NY/SUFFOLK
 LW0881  USGS QUAD   -  MONTAUK POINT (1956)
 LW0881
 LW0881                         *CURRENT SURVEY CONTROL
 LW0881  ___________________________________________________________________
 LW0881* NAD 83(1996)-  41 03 45.63290(N)    071 52 38.86647(W)     ADJUSTED  
 LW0881* NAVD 88     -        33.622  (meters)     110.31   (feet)  ADJUSTED  
 LW0881  ___________________________________________________________________
 LW0881  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LW0881  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LW0881  DYNAMIC HT  -          33.610 (meters)     110.27  (feet)  COMP
 LW0881  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW0881
 LW0881  HORZ ORDER  -  SECOND
 LW0881  VERT ORDER  -  SECOND    CLASS 0
 LW0881
 LW0881.The horizontal coordinates were established by classical geodetic methods
 LW0881.and adjusted by the National Geodetic Survey in January 1999..
 LW0881
 LW0881.The orthometric height was determined by differential leveling
 LW0881.and adjusted by the National Geodetic Survey in June 1991..
 LW0881
 LW0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0881
 LW0881.The geoid height was determined by GEOID03.
 LW0881
 LW0881.The dynamic height is computed by dividing the NAVD 88
 LW0881.geopotential number by the normal gravity value computed on the
 LW0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0881.degrees latitude (g = 980.6199 gals.).
 LW0881
 LW0881.The modeled gravity was interpolated from observed gravity values.
 LW0881
 LW0881;                    North         East     Units Scale Factor Converg.
 LW0881;SPC NY L     -   101,661.389   478,393.636   MT  1.00000176   +1 23 17.9
 LW0881;SPC NY L     -   333,534.07  1,569,529.79   sFT  1.00000176   +1 23 17.9
 LW0881;SPC CT       -   178,240.647   378,142.074   MT  1.00001671   +0 34 42.8
 LW0881;SPC CT       -   584,777.86  1,240,621.12   sFT  1.00001671   +0 34 42.8
 LW0881;UTM  19      - 4,549,704.678   258,216.238   MT  1.00031956   -1 53 27.9
 LW0881
 LW0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0881!SPC NY L     -   0.99999959  x   1.00000176  =   1.00000135
 LW0881!SPC CT       -   0.99999959  x   1.00001671  =   1.00001630
 LW0881!UTM  19      -   0.99999959  x   1.00031956  =   1.00031915
 LW0881
 LW0881:                Primary Azimuth Mark                     Grid Az
 LW0881:SPC NY L     -  DOWNING                                  042 56 58.8
 LW0881:SPC CT       -  DOWNING                                  043 45 33.9
 LW0881:UTM  19      -  DOWNING                                  046 13 44.6
 LW0881
 LW0881|---------------------------------------------------------------------|
 LW0881| PID    Reference Object                     Distance      Geod. Az  |
 LW0881|                                                           dddmmss.s |
 LW0881| LW0888 DOWNING                             APPROX. 1.2 KM 0442016.7 |
 LW0881| LW0882 MIDDLE                              334.101 METERS 09331     |
 LW0881|---------------------------------------------------------------------|
 LW0881
 LW0881                          SUPERSEDED SURVEY CONTROL
 LW0881
 LW0881  NAD 83(1996)-  41 03 45.63334(N)    071 52 38.86758(W) AD(       ) 2
 LW0881  NAD 83(1992)-  41 03 45.62881(N)    071 52 38.87105(W) AD(       ) 2
 LW0881  NAD 83(1986)-  41 03 45.62905(N)    071 52 38.87498(W) AD(       ) 2
 LW0881  NAD 27      -  41 03 45.26500(N)    071 52 40.63800(W) AD(       ) 2
 LW0881  NGVD 29 (??/??/92)   33.911  (m)          111.26   (f) ADJ UNCH    2 0
 LW0881
 LW0881.Superseded values are not recommended for survey control.
 LW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0881.See file dsdata.txt to determine how the superseded data were derived.
 LW0881
 LW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5821649705(NAD 83)
 LW0881_MARKER: DS = TRIANGULATION STATION DISK
 LW0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0881_STAMPING: BATTERY 112 1943
 LW0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0881+STABILITY: SURFACE MOTION
 LW0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0881+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 LW0881
 LW0881  HISTORY     - Date     Condition        Report By
 LW0881  HISTORY     - 1943     MONUMENTED       CGS
 LW0881  HISTORY     - 1943     GOOD             CGS
 LW0881  HISTORY     - 20030814 GOOD             USPSQD
 LW0881
 LW0881                          STATION DESCRIPTION
 LW0881
 LW0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0881'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT HERO, ON
 LW0881'LONG ISLAND, NEAR MONTAUK POINT.
 LW0881'
 LW0881'SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 LW0881'BATTERY 112 1943 AND SET IN CONCRETE IN THE TOP OF A TILE
 LW0881'PROJECTING ABOUT 4 IN.
 LW0881'
 LW0881'UNDERGROUND STATION MARK IS A STANDARD DISK, SET IN THE TOP OF
 LW0881'A CONCRETE POST.
 LW0881'
 LW0881'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 M.
 LW0881
 LW0881                          STATION RECOVERY (1943)
 LW0881
 LW0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0881'AT FORT HERO.
 LW0881'AT FORT HERO, SUFFOLK COUNTY, SOUTHWEST OF MONTAUK POINT
 LW0881'LIGHTHOUSE, SOUTHWEST OF THE WATER TOWER, AND ON THE TOP OF A
 LW0881'BATTERY FACING SOUTHEAST.  A STANDARD TRIANGULATION-STATION
 LW0881'DISK, STAMPED BATTERY 112 1943 AND SET IN THE TOP OF A CONCRETE
 LW0881'POST.
 LW0881
 LW0881                          STATION RECOVERY (2003)
 LW0881
 LW0881'RECOVERY NOTE BY US POWER SQUADRON 2003 (KSK)
 LW0881'CAMP HERO IS FORMER FORT HERO MILITARY BASE IN MONTAUK NY IT WAS GIVEN
 LW0881'TO THE NY STATE OFFICE OF PARKS, RECREATION AND HISTORIC PRESEVATION
 LW0881'IN THE 1980S MORE INFORMATION REGARDING CAMP HERO'S HISTORY CAN BE
 LW0881'FOUND IN THE MONTAUK LIBRARY AND MONTAUK DOWNS STATE PARK. THERE IS A
 LW0881'LARGE RADAR TOWER AT N41 03 797 W071 52 327 ELEV 83 BY HAND HELD GPS 8
 LW0881'SATELLITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0349 ***********************************************************************
 LX0349  DESIGNATION -  BATTERY 214
 LX0349  PID         -  LX0349
 LX0349  STATE/COUNTY-  NY/SUFFOLK
 LX0349  USGS QUAD   -  NEW LONDON (1984)
 LX0349
 LX0349                         *CURRENT SURVEY CONTROL
 LX0349  ___________________________________________________________________
 LX0349* NAD 83(1986)-  41 15 39.     (N)    072 00 13.     (W)     SCALED    
 LX0349* LOCAL TIDAL -        11.236  (meters)      36.86   (feet)  ADJ UNCH  
 LX0349  ___________________________________________________________________
 LX0349  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LX0349
 LX0349  VERT ORDER  -  SECOND    CLASS 0
 LX0349
 LX0349.This mark is at Elizabeth Field Airport (0B8)
 LX0349
 LX0349.The horizontal coordinates were scaled from a topographic map and have
 LX0349.an estimated accuracy of +/- 6 seconds.
 LX0349
 LX0349.The orthometric height was key entered from printed documents
 LX0349.and not key verified.
 LX0349
 LX0349.The geoid height was determined by GEOID03.
 LX0349
 LX0349;                    North         East    Units  Estimated Accuracy
 LX0349;SPC NY L     -   123,410.      467,290.      MT  (+/- 180 meters Scaled)
 LX0349
 LX0349                          SUPERSEDED SURVEY CONTROL
 LX0349
 LX0349.No superseded survey control is available for this station.
 LX0349
 LX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL510720(NAD 83)
 LX0349_MARKER: R = RIVET
 LX0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0349_SP_SET: FOUNDATION
 LX0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0349
 LX0349  HISTORY     - Date     Condition        Report By
 LX0349  HISTORY     - UNK      MONUMENTED       CGS
 LX0349  HISTORY     - 1943     GOOD             NGS
 LX0349
 LX0349                          STATION DESCRIPTION
 LX0349
 LX0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LX0349'AT FORT WRIGHT.
 LX0349'1.6 MILES EAST OF FISHERS ISLAND, SUFFOLK COUNTY, 0.6 MILE FROM
 LX0349'BENCH MARK D 327 DESCRIBED ABOVE, AT BATTERY 214, IN THE CONCRETE
 LX0349'APRON OR CIRCULAR FOUNDATION, AND 4 INCHES WEST OF THE EAST
 LX0349'EDGE.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0339 ***********************************************************************
 LX0339  DESIGNATION -  BATTERY 215
 LX0339  PID         -  LX0339
 LX0339  STATE/COUNTY-  NY/SUFFOLK
 LX0339  USGS QUAD   -  NEW LONDON (1984)
 LX0339
 LX0339                         *CURRENT SURVEY CONTROL
 LX0339  ___________________________________________________________________
 LX0339* NAD 83(1996)-  41 15 02.69309(N)    072 02 10.28779(W)     ADJUSTED  
 LX0339* LOCAL TIDAL -         8.422  (meters)      27.63   (feet)  ADJ UNCH  
 LX0339  ___________________________________________________________________
 LX0339  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX0339  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX0339
 LX0339  HORZ ORDER  -  THIRD
 LX0339  VERT ORDER  -  SECOND    CLASS 0
 LX0339
 LX0339.This mark is at Elizabeth Field Airport (0B8)
 LX0339
 LX0339.The horizontal coordinates were established by classical geodetic methods
 LX0339.and adjusted by the National Geodetic Survey in January 1999..
 LX0339
 LX0339.The orthometric height was key entered from printed documents
 LX0339.and not key verified.
 LX0339
 LX0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0339
 LX0339.The geoid height was determined by GEOID03.
 LX0339
 LX0339;                    North         East     Units Scale Factor Converg.
 LX0339;SPC NY L     -   122,231.904   464,587.064   MT  1.00001931   +1 17 04.2
 LX0339;SPC NY L     -   401,022.51  1,524,232.73   sFT  1.00001931   +1 17 04.2
 LX0339;SPC CT       -   199,004.305   364,627.916   MT  0.99999526   +0 28 23.9
 LX0339;SPC CT       -   652,899.96  1,196,283.42   sFT  0.99999526   +0 28 23.9
 LX0339;UTM  18      - 4,570,830.019   748,328.481   MT  1.00035901   +1 57 18.7
 LX0339;UTM  19      - 4,571,039.613   245,606.104   MT  1.00039654   -2 00 10.8
 LX0339
 LX0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0339!SPC NY L     -   1.00000351  x   1.00001931  =   1.00002282
 LX0339!SPC CT       -   1.00000351  x   0.99999526  =   0.99999877
 LX0339!UTM  18      -   1.00000351  x   1.00035901  =   1.00036252
 LX0339!UTM  19      -   1.00000351  x   1.00039654  =   1.00040005
 LX0339
 LX0339|---------------------------------------------------------------------|
 LX0339| PID    Reference Object                     Distance      Geod. Az  |
 LX0339|                                                           dddmmss.s |
 LX0339| LX5317 BC 215                               13.170 METERS 01048     |
 LX0339| LX0338 BARLOW                              458.038 METERS 0224943.9 |
 LX0339| LX5377 BATTERY 215 GUN NO 2                 29.009 METERS 09139     |
 LX0339| LX5376 BATTERY 215 GUN NO 1                 36.100 METERS 25036     |
 LX0339|---------------------------------------------------------------------|
 LX0339
 LX0339                          SUPERSEDED SURVEY CONTROL
 LX0339
 LX0339  NAD 83(1996)-  41 15 02.69315(N)    072 02 10.28785(W) AD(       ) 3
 LX0339  NAD 83(1992)-  41 15 02.69192(N)    072 02 10.28718(W) AD(       ) 3
 LX0339  NAD 83(1986)-  41 15 02.69312(N)    072 02 10.29269(W) AD(       ) 3
 LX0339  NAD 27      -  41 15 02.33600(N)    072 02 12.02600(W) AD(       ) 3
 LX0339
 LX0339.Superseded values are not recommended for survey control.
 LX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0339.See file dsdata.txt to determine how the superseded data were derived.
 LX0339
 LX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4832870830(NAD 83)
 LX0339_MARKER: DS = TRIANGULATION STATION DISK
 LX0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0339_STAMPING: BATTERY 215 1943
 LX0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0339+STABILITY: SURFACE MOTION
 LX0339
 LX0339  HISTORY     - Date     Condition        Report By
 LX0339  HISTORY     - 1943     MONUMENTED       CGS
 LX0339  HISTORY     - 1943     GOOD             CGS
 LX0339  HISTORY     - 1954     GOOD             USGS
 LX0339
 LX0339                          STATION DESCRIPTION
 LX0339
 LX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0339'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT WRIGHT
 LX0339'ON FISHERS ISLAND.
 LX0339'
 LX0339'IT IS 37.9 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LX0339'CONCRETE FIRE CONTROL BUILDING AND 43.1 FEET SOUTHWEST OF THE
 LX0339'SOUTHEAST CORNER OF THE BUILDING.  IT IS STAMPED BATTERY 215
 LX0339'1943 AND IS FLUSH WITH THE GROUND.  NO REFERENCE MARKS WERE
 LX0339'ESTABLISHED.
 LX0339'
 LX0339'UNDERGROUND STATION MARK IS A STANDARD DISK, SET IN THE TOP OF
 LX0339'A CONCRETE POST.
 LX0339'
 LX0339'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LX0339
 LX0339                          STATION RECOVERY (1943)
 LX0339
 LX0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LX0339'AT FORT WRIGHT.
 LX0339'AT FORT WRIGHT, SUFFOLK COUNTY, AT THE SOUTHWEST END OF THE
 LX0339'FORT, NEAR THE SOUTHEAST EDGE OF AN EMBANKMENT, 43.1 FEET
 LX0339'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE FIRE-CONTROL
 LX0339'BUILDING, AND 37.9 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER.
 LX0339'A STANDARD TRIANGULATION-STATION DISK, STAMPED BATTERY 215 1943
 LX0339'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LX0339
 LX0339                          STATION RECOVERY (1954)
 LX0339
 LX0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX0339'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON TOP OF
 LX0339'THE LARGE MOUND AT BATTERY 215.  ORIGINAL DESCRIPTION IS OTHERWISE
 LX0339'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5323 ***********************************************************************
 LX5323  DESIGNATION -  BATTERY 215 HYDRO
 LX5323  PID         -  LX5323
 LX5323  STATE/COUNTY-  NY/SUFFOLK
 LX5323  USGS QUAD   -  NEW LONDON (1984)
 LX5323
 LX5323                         *CURRENT SURVEY CONTROL
 LX5323  ___________________________________________________________________
 LX5323* NAD 83(1996)-  41 15 03.11841(N)    072 02 10.19189(W)     ADJUSTED  
 LX5323* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5323  ___________________________________________________________________
 LX5323  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX5323  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX5323
 LX5323  HORZ ORDER  -  THIRD
 LX5323
 LX5323.The horizontal coordinates were established by classical geodetic methods
 LX5323.and adjusted by the National Geodetic Survey in January 1999..
 LX5323
 LX5323.The orthometric height was scaled from a topographic map.
 LX5323
 LX5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5323
 LX5323.The geoid height was determined by GEOID03.
 LX5323
 LX5323;                    North         East     Units Scale Factor Converg.
 LX5323;SPC NY L     -   122,245.072   464,589.002   MT  1.00001932   +1 17 04.2
 LX5323;SPC NY L     -   401,065.71  1,524,239.08   sFT  1.00001932   +1 17 04.2
 LX5323;SPC CT       -   199,017.444   364,630.040   MT  0.99999525   +0 28 23.9
 LX5323;SPC CT       -   652,943.06  1,196,290.39   sFT  0.99999525   +0 28 23.9
 LX5323;UTM  18      - 4,570,843.213   748,330.265   MT  1.00035902   +1 57 18.8
 LX5323;UTM  19      - 4,571,052.653   245,608.795   MT  1.00039653   -2 00 10.8
 LX5323
 LX5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5323!SPC NY L     -   1.00000456  x   1.00001932  =   1.00002388
 LX5323!SPC CT       -   1.00000456  x   0.99999525  =   0.99999981
 LX5323!UTM  18      -   1.00000456  x   1.00035902  =   1.00036358
 LX5323!UTM  19      -   1.00000456  x   1.00039653  =   1.00040109
 LX5323
 LX5323                          SUPERSEDED SURVEY CONTROL
 LX5323
 LX5323  NAD 83(1996)-  41 15 03.11849(N)    072 02 10.19195(W) AD(       ) 3
 LX5323  NAD 83(1992)-  41 15 03.11729(N)    072 02 10.19126(W) AD(       ) 3
 LX5323  NAD 83(1986)-  41 15 03.11846(N)    072 02 10.19680(W) AD(       ) 3
 LX5323  NAD 27      -  41 15 02.76000(N)    072 02 11.93100(W) AD(       ) 3
 LX5323
 LX5323.Superseded values are not recommended for survey control.
 LX5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5323.See file dsdata.txt to determine how the superseded data were derived.
 LX5323
 LX5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4833070843(NAD 83)
 LX5323_MARKER: DD = SURVEY DISK
 LX5323_SETTING: 0 = UNSPECIFIED SETTING
 LX5323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5323
 LX5323  HISTORY     - Date     Condition        Report By
 LX5323  HISTORY     - 1954     MONUMENTED       CGS
 LX5323
 LX5323                          STATION DESCRIPTION
 LX5323
 LX5323'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GRS)
 LX5323'THE STATION IS A STANDARD HYDROGRAPHIC-STATION DISK, SET IN
 LX5323'THE CONCRETE FLOOR IN THE CONCRETE BUILDING ATOP ABANDONED
 LX5323'BATTERY 215 OF FORT WRIGHT (NOT ACTIVE), AT RACE ROCK POINT,
 LX5323'FISHERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0805 ***********************************************************************
 LW0805  DESIGNATION -  BATTERY 916
 LW0805  PID         -  LW0805
 LW0805  STATE/COUNTY-  NY/SUFFOLK
 LW0805  USGS QUAD   -  MYSTIC (1984)
 LW0805
 LW0805                         *CURRENT SURVEY CONTROL
 LW0805  ___________________________________________________________________
 LW0805* NAD 83(1996)-  41 17 31.63541(N)    071 55 21.39806(W)     ADJUSTED  
 LW0805* LOCAL TIDAL -         3.614  (meters)      11.86   (feet)  ADJ UNCH  
 LW0805  ___________________________________________________________________
 LW0805  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 LW0805  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW0805
 LW0805  HORZ ORDER  -  THIRD
 LW0805  VERT ORDER  -  SECOND    CLASS 0
 LW0805
 LW0805.The horizontal coordinates were established by classical geodetic methods
 LW0805.and adjusted by the National Geodetic Survey in January 1999..
 LW0805
 LW0805.The orthometric height was key entered from printed documents
 LW0805.and not key verified.
 LW0805
 LW0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0805
 LW0805.The geoid height was determined by GEOID03.
 LW0805
 LW0805;                    North         East     Units Scale Factor Converg.
 LW0805;SPC NY L     -   127,045.126   473,995.562   MT  1.00002461   +1 21 31.6
 LW0805;SPC NY L     -   416,813.88  1,555,100.44   sFT  1.00002461   +1 21 31.6
 LW0805;SPC CT       -   203,683.795   374,103.304   MT  0.99999198   +0 32 55.0
 LW0805;SPC CT       -   668,252.58  1,227,370.59   sFT  0.99999198   +0 32 55.0
 LW0805;UTM  19      - 4,575,306.768   255,278.505   MT  1.00033711   -1 55 46.5
 LW0805;UTM  18      - 4,575,755.040   757,683.313   MT  1.00041727   +2 01 54.8
 LW0805
 LW0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0805!SPC NY L     -   1.00000425  x   1.00002461  =   1.00002886
 LW0805!SPC CT       -   1.00000425  x   0.99999198  =   0.99999623
 LW0805!UTM  19      -   1.00000425  x   1.00033711  =   1.00034136
 LW0805!UTM  18      -   1.00000425  x   1.00041727  =   1.00042152
 LW0805
 LW0805|---------------------------------------------------------------------|
 LW0805| PID    Reference Object                     Distance      Geod. Az  |
 LW0805|                                                           dddmmss.s |
 LW0805| LW0806 BATTERY 916 RM 1                     17.130 METERS 19215     |
 LW0805| LW0802 EAST POINT                          303.555 METERS 24101     |
 LW0805| LW0807 BATTERY 916 RM 2                     10.068 METERS 26812     |
 LW0805| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 1.6 KM 3265406.8 |
 LW0805|---------------------------------------------------------------------|
 LW0805
 LW0805                          SUPERSEDED SURVEY CONTROL
 LW0805
 LW0805  NAD 83(1996)-  41 17 31.63534(N)    071 55 21.39802(W) AD(       ) 3
 LW0805  NAD 83(1992)-  41 17 31.63376(N)    071 55 21.39682(W) AD(       ) 3
 LW0805  NAD 83(1986)-  41 17 31.63425(N)    071 55 21.40245(W) AD(       ) 3
 LW0805  NAD 27      -  41 17 31.28000(N)    071 55 23.14100(W) AD(       ) 3
 LW0805
 LW0805.Superseded values are not recommended for survey control.
 LW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0805.See file dsdata.txt to determine how the superseded data were derived.
 LW0805
 LW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5527975307(NAD 83)
 LW0805_MARKER: DS = TRIANGULATION STATION DISK
 LW0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0805_STAMPING: BATTERY 916 1943
 LW0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0805+STABILITY: SURFACE MOTION
 LW0805
 LW0805  HISTORY     - Date     Condition        Report By
 LW0805  HISTORY     - 1943     MONUMENTED       CGS
 LW0805  HISTORY     - 1954     GOOD             USGS
 LW0805  HISTORY     - 20011212 MARK NOT FOUND   USPSQD
 LW0805
 LW0805                          STATION DESCRIPTION
 LW0805
 LW0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0805'5.5 MI NE FROM FISHERS ISLAND.
 LW0805'5.5 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0805'FISHERS ISLAND, SUFFOLK COUNTY, THENCE 1.8 MILES EAST ALONG
 LW0805'A GRADED ROAD, ON EAST POINT, 120 FEET WEST-SOUTHWEST OF THE
 LW0805'TIP OF THE POINT, AND 80 FEET SOUTH OF THE HIGH-WATER-LINE
 LW0805'ON THE NORTH SIDE OF THE POINT.  A STANDARD TRIANGULATION-STATION
 LW0805'DISK, STAMPED BATTERY 916 1943 AND SET IN THE TOP OF A CONCRETE
 LW0805'POST FLUSH WITH THE GROUND.
 LW0805
 LW0805                          STATION RECOVERY (1954)
 LW0805
 LW0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LW0805'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LW0805'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 LW0805
 LW0805                          STATION RECOVERY (2001)
 LW0805
 LW0805'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0805'BELIEVED DESTROYED BY TIME AND EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0806 ***********************************************************************
 LW0806  DESIGNATION -  BATTERY 916 RM 1
 LW0806  PID         -  LW0806
 LW0806  STATE/COUNTY-  NY/SUFFOLK
 LW0806  USGS QUAD   -  MYSTIC (1984)
 LW0806
 LW0806                         *CURRENT SURVEY CONTROL
 LW0806  ___________________________________________________________________
 LW0806* NAD 83(1986)-  41 17 31.     (N)    071 55 21.     (W)     SCALED    
 LW0806* LOCAL TIDAL -         3.332  (meters)      10.93   (feet)  ADJ UNCH  
 LW0806  ___________________________________________________________________
 LW0806  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW0806
 LW0806  VERT ORDER  -  SECOND    CLASS 0
 LW0806
 LW0806.The horizontal coordinates were scaled from a topographic map and have
 LW0806.an estimated accuracy of +/- 6 seconds.
 LW0806
 LW0806.The orthometric height was key entered from printed documents
 LW0806.and not key verified.
 LW0806
 LW0806.The geoid height was determined by GEOID03.
 LW0806
 LW0806;                    North         East    Units  Estimated Accuracy
 LW0806;SPC NY L     -   127,030.      474,010.      MT  (+/- 180 meters Scaled)
 LW0806
 LW0806                          SUPERSEDED SURVEY CONTROL
 LW0806
 LW0806.No superseded survey control is available for this station.
 LW0806
 LW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF552752(NAD 83)
 LW0806_MARKER: DR = REFERENCE MARK DISK
 LW0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0806_STAMPING: BATTERY 916 NO1 1943
 LW0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0806+STABILITY: SURFACE MOTION
 LW0806
 LW0806  HISTORY     - Date     Condition        Report By
 LW0806  HISTORY     - 1943     MONUMENTED       CGS
 LW0806  HISTORY     - 20011212 MARK NOT FOUND   USPSQD
 LW0806
 LW0806                          STATION DESCRIPTION
 LW0806
 LW0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0806'5.5 MI NE FROM FISHERS ISLAND.
 LW0806'56.2 FEET SOUTH OF TRIANGULATION STATION BATTERY 916 DESCRIBED
 LW0806'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED BATTERY 916
 LW0806'NO 1 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LW0806'GROUND.
 LW0806
 LW0806                          STATION RECOVERY (2001)
 LW0806
 LW0806'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0806'BELIEVED DESTROYED BY TIME AND EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0807 ***********************************************************************
 LW0807  DESIGNATION -  BATTERY 916 RM 2
 LW0807  PID         -  LW0807
 LW0807  STATE/COUNTY-  NY/SUFFOLK
 LW0807  USGS QUAD   -  MYSTIC (1984)
 LW0807
 LW0807                         *CURRENT SURVEY CONTROL
 LW0807  ___________________________________________________________________
 LW0807* NAD 83(1986)-  41 17 31.     (N)    071 55 21.     (W)     SCALED    
 LW0807* LOCAL TIDAL -         3.560  (meters)      11.68   (feet)  ADJ UNCH  
 LW0807  ___________________________________________________________________
 LW0807  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LW0807
 LW0807  VERT ORDER  -  SECOND    CLASS 0
 LW0807
 LW0807.The horizontal coordinates were scaled from a topographic map and have
 LW0807.an estimated accuracy of +/- 6 seconds.
 LW0807
 LW0807.The orthometric height was key entered from printed documents
 LW0807.and not key verified.
 LW0807
 LW0807.The geoid height was determined by GEOID03.
 LW0807
 LW0807;                    North         East    Units  Estimated Accuracy
 LW0807;SPC NY L     -   127,030.      474,010.      MT  (+/- 180 meters Scaled)
 LW0807
 LW0807                          SUPERSEDED SURVEY CONTROL
 LW0807
 LW0807.No superseded survey control is available for this station.
 LW0807
 LW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF552752(NAD 83)
 LW0807_MARKER: DR = REFERENCE MARK DISK
 LW0807_SETTING: 66 = SET IN ROCK OUTCROP
 LW0807_SP_SET: ROCK OUTCROP
 LW0807_STAMPING: BATTERY 916 NO 2 1943
 LW0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0807+STABILITY: POSITION/ELEVATION WELL
 LW0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0807+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 LW0807
 LW0807  HISTORY     - Date     Condition        Report By
 LW0807  HISTORY     - 1943     MONUMENTED       CGS
 LW0807  HISTORY     - 20011212 GOOD             USPSQD
 LW0807
 LW0807                          STATION DESCRIPTION
 LW0807
 LW0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LW0807'5.5 MI NE FROM FISHERS ISLAND.
 LW0807'33.0 FEET WEST OF TRIANGULATION STATION BATTERY 916 DESCRIBED
 LW0807'ABOVE, AND IN THE TOP OF A ROCK PROJECTING ABOUT 6 INCHES
 LW0807'ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LW0807'BATTERY 916 NO 2 1943.
 LW0807
 LW0807                          STATION RECOVERY (2001)
 LW0807
 LW0807'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0883 ***********************************************************************
 LW0883  DESIGNATION -  BATTERY DUNN USE
 LW0883  PID         -  LW0883
 LW0883  STATE/COUNTY-  NY/SUFFOLK
 LW0883  USGS QUAD   -  
 LW0883
 LW0883                         *CURRENT SURVEY CONTROL
 LW0883  ___________________________________________________________________
 LW0883* NAD 83(1996)-  41 03 51.96673(N)    071 52 15.98909(W)     ADJUSTED  
 LW0883* NAVD 88     -        35.461  (meters)     116.34   (feet)  ADJUSTED  
 LW0883  ___________________________________________________________________
 LW0883  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 LW0883  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LW0883  DYNAMIC HT  -          35.448 (meters)     116.30  (feet)  COMP
 LW0883  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 LW0883
 LW0883  HORZ ORDER  -  SECOND
 LW0883  VERT ORDER  -  SECOND    CLASS 0
 LW0883
 LW0883.The horizontal coordinates were established by classical geodetic methods
 LW0883.and adjusted by the National Geodetic Survey in January 1999..
 LW0883
 LW0883.The orthometric height was determined by differential leveling
 LW0883.and adjusted by the National Geodetic Survey in June 1991..
 LW0883
 LW0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0883
 LW0883.The geoid height was determined by GEOID03.
 LW0883
 LW0883.The dynamic height is computed by dividing the NAVD 88
 LW0883.geopotential number by the normal gravity value computed on the
 LW0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0883.degrees latitude (g = 980.6199 gals.).
 LW0883
 LW0883.The modeled gravity was interpolated from observed gravity values.
 LW0883
 LW0883;                    North         East     Units Scale Factor Converg.
 LW0883;SPC NY L     -   101,869.683   478,922.890   MT  1.00000188   +1 23 32.9
 LW0883;SPC NY L     -   334,217.45  1,571,266.18   sFT  1.00000188   +1 23 32.9
 LW0883;SPC CT       -   178,441.443   378,674.226   MT  1.00001646   +0 34 57.9
 LW0883;SPC CT       -   585,436.63  1,242,367.02   sFT  1.00001646   +0 34 57.9
 LW0883;UTM  19      - 4,549,882.411   258,756.711   MT  1.00031634   -1 53 13.1
 LW0883
 LW0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0883!SPC NY L     -   0.99999930  x   1.00000188  =   1.00000118
 LW0883!SPC CT       -   0.99999930  x   1.00001646  =   1.00001576
 LW0883!UTM  19      -   0.99999930  x   1.00031634  =   1.00031564
 LW0883
 LW0883:                Primary Azimuth Mark                     Grid Az
 LW0883:SPC NY L     -  TOWER 4                                  030 54 49.1
 LW0883:SPC CT       -  TOWER 4                                  031 43 24.1
 LW0883:UTM  19      -  TOWER 4                                  034 11 35.1
 LW0883
 LW0883|---------------------------------------------------------------------|
 LW0883| PID    Reference Object                     Distance      Geod. Az  |
 LW0883|                                                           dddmmss.s |
 LW0883| LW3170 TOWER 4                             APPROX. 0.5 KM 0321822.0 |
 LW0883|---------------------------------------------------------------------|
 LW0883
 LW0883                          SUPERSEDED SURVEY CONTROL
 LW0883
 LW0883  NAD 83(1996)-  41 03 51.96712(N)    071 52 15.99049(W) AD(       ) 2
 LW0883  NAD 83(1992)-  41 03 51.96227(N)    071 52 15.99465(W) AD(       ) 2
 LW0883  NAD 83(1986)-  41 03 51.96256(N)    071 52 15.99801(W) AD(       ) 2
 LW0883  NAD 27      -  41 03 51.59800(N)    071 52 17.76400(W) AD(       ) 2
 LW0883  NGVD 29 (??/??/92)   35.75   (m)          117.3    (f) COMPUTED    2 0
 LW0883
 LW0883.Superseded values are not recommended for survey control.
 LW0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0883.See file dsdata.txt to determine how the superseded data were derived.
 LW0883
 LW0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5875749882(NAD 83)
 LW0883_MARKER: DS = TRIANGULATION STATION DISK
 LW0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0883_STAMPING: BATTERY DUNN 1943
 LW0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0883+STABILITY: SURFACE MOTION
 LW0883
 LW0883  HISTORY     - Date     Condition        Report By
 LW0883  HISTORY     - 1943     MONUMENTED       CGS
 LW0883  HISTORY     - 1943     GOOD             NGS
 LW0883
 LW0883                          STATION DESCRIPTION
 LW0883
 LW0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0883'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT HERO, ON
 LW0883'LONG ISLAND.  SURFACE STATION MARK IS A STANDARD DISK, STAMPED
 LW0883'BATTERY DUNN 1943 AND SET IN CONCRETE IN THE TOP OF A TILE
 LW0883'FLUSH WITH THE GROUND.
 LW0883'
 LW0883'UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET IN THE
 LW0883'TOP OF A CONCRETE POST.
 LW0883'
 LW0883'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 M.
 LW0883
 LW0883                          STATION RECOVERY (1943)
 LW0883
 LW0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0883'AT FORT HERO.
 LW0883'AT FORT HERO, SUFFOLK COUNTY, IN LINE WITH A TWO-STORY WHITE RADIO
 LW0883'HOUSE TO THE SOUTHWEST AND MONTAUK POINT LIGHTHOUSE TO THE
 LW0883'NORTHEAST, AND ON THE TOP OF A BATTERY FACING SOUTHEAST.  A
 LW0883'STANDARD TRIANGULATION-STATION DISK, STAMPED BATTERY DUNN 1943
 LW0883'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1440 ***********************************************************************
 OD1440  DESIGNATION -  BATTLE HILL USLS 1915
 OD1440  PID         -  OD1440
 OD1440  STATE/COUNTY-  NY/WASHINGTON
 OD1440  USGS QUAD   -  FORT ANN (1944)
 OD1440
 OD1440                         *CURRENT SURVEY CONTROL
 OD1440  ___________________________________________________________________
 OD1440* NAD 83(1996)-  43 25 06.57675(N)    073 28 44.73819(W)     ADJUSTED  
 OD1440* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 OD1440  ___________________________________________________________________
 OD1440  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OD1440  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OD1440
 OD1440  HORZ ORDER  -  THIRD
 OD1440
 OD1440.The horizontal coordinates were established by classical geodetic methods
 OD1440.and adjusted by the National Geodetic Survey in January 1999..
 OD1440
 OD1440.The orthometric height was scaled from a topographic map.
 OD1440
 OD1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1440
 OD1440.The geoid height was determined by GEOID03.
 OD1440
 OD1440;                    North         East     Units Scale Factor Converg.
 OD1440;SPC NY E     -   509,666.846   232,670.457   MT  0.99998404   +0 42 06.2
 OD1440;SPC NY E     - 1,672,131.98    763,352.99   sFT  0.99998404   +0 42 06.2
 OD1440;UTM  18      - 4,808,412.811   623,122.725   MT  0.99978647   +1 02 43.7
 OD1440
 OD1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1440!SPC NY E     -   0.99998495  x   0.99998404  =   0.99996899
 OD1440!UTM  18      -   0.99998495  x   0.99978647  =   0.99977143
 OD1440
 OD1440:                Primary Azimuth Mark                     Grid Az
 OD1440:SPC NY E     -  SILLS                                    150 40 13.2
 OD1440:UTM  18      -  SILLS                                    150 19 35.7
 OD1440
 OD1440|---------------------------------------------------------------------|
 OD1440| PID    Reference Object                     Distance      Geod. Az  |
 OD1440|                                                           dddmmss.s |
 OD1440| OD1436 SILLS                               APPROX. 5.7 KM 1512219.4 |
 OD1440|---------------------------------------------------------------------|
 OD1440
 OD1440                          SUPERSEDED SURVEY CONTROL
 OD1440
 OD1440  NAD 83(1996)-  43 25 06.57825(N)    073 28 44.73772(W) AD(       ) 3
 OD1440  NAD 83(1992)-  43 25 06.57861(N)    073 28 44.73733(W) AD(       ) 3
 OD1440  NAD 83(1986)-  43 25 06.58023(N)    073 28 44.73920(W) AD(       ) 3
 OD1440  NAD 27      -  43 25 06.32557(N)    073 28 46.33191(W) AD(       ) 3
 OD1440
 OD1440.Superseded values are not recommended for survey control.
 OD1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1440.See file dsdata.txt to determine how the superseded data were derived.
 OD1440
 OD1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2312308413(NAD 83)
 OD1440_MARKER: H = DRILL HOLE
 OD1440_SETTING: 66 = SET IN ROCK OUTCROP
 OD1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1440
 OD1440  HISTORY     - Date     Condition        Report By
 OD1440  HISTORY     - 1915     MONUMENTED       USLS
 OD1440  HISTORY     - 1965     GOOD             CGS
 OD1440
 OD1440                          STATION DESCRIPTION
 OD1440
 OD1440'DESCRIBED BY US LAKE SURVEY 1915
 OD1440'STATION IS CLOSE TO HIGHEST POINT ON HILL OF SAME NAME 1/3 MILE NE OF
 OD1440'FORT ANN.  IT IS ABOUT 10 FEET E OF EDGE OF LEDGE AND IS MARKED BY A
 OD1440'3/4 BY 4-INCH HOLE DRILLED IN THE ROCK.
 OD1440'
 OD1440'ELEVATION 415 FEET.
 OD1440
 OD1440                          STATION RECOVERY (1965)
 OD1440
 OD1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HL)
 OD1440'STATION WAS RECOVERED.  IT IS A DRILL HOLE IN ROCK LEDGE.
 OD1440'DESCRIPTION OF LOCATION SHOULD READ 10 INCHES, NOT 10 FEET.  AZIMUTHS
 OD1440'SHOULD BE GIVEN.  SOME POINTS VISIBLE AND CHECKED INTO
 OD1440'WERE--PROSPECT MT. LOOKOUT TOWER, FORT EDWARD GENERAL ELECTRIC TANK,
 OD1440'ST MARYS CATHOLIC CHURCH, HUDSON FALLS, N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0930 ***********************************************************************
 NC0930  DESIGNATION -  BATZOLD
 NC0930  PID         -  NC0930
 NC0930  STATE/COUNTY-  NY/WYOMING
 NC0930  USGS QUAD   -  JOHNSONBURG (1966)
 NC0930
 NC0930                         *CURRENT SURVEY CONTROL
 NC0930  ___________________________________________________________________
 NC0930* NAD 83(1996)-  42 44 26.87750(N)    078 20 23.44338(W)     ADJUSTED  
 NC0930* NAVD 88     -       550.5    (meters)    1806.     (feet)  VERTCON   
 NC0930  ___________________________________________________________________
 NC0930  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 NC0930  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NC0930
 NC0930  HORZ ORDER  -  FIRST
 NC0930
 NC0930.The horizontal coordinates were established by classical geodetic methods
 NC0930.and adjusted by the National Geodetic Survey in January 1999..
 NC0930
 NC0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0930
 NC0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0930
 NC0930.The geoid height was determined by GEOID03.
 NC0930
 NC0930;                    North         East     Units Scale Factor Converg.
 NC0930;SPC NY W     -   304,405.919   369,936.254   MT  0.99994239   +0 09 54.9
 NC0930;SPC NY W     -   998,705.09  1,213,699.19   sFT  0.99994239   +0 09 54.9
 NC0930;UTM  17      - 4,735,463.463   717,740.288   MT  1.00018332   +1 48 22.0
 NC0930
 NC0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0930!SPC NY W     -   0.99991898  x   0.99994239  =   0.99986138
 NC0930!UTM  17      -   0.99991898  x   1.00018332  =   1.00010229
 NC0930
 NC0930|---------------------------------------------------------------------|
 NC0930| PID    Reference Object                     Distance      Geod. Az  |
 NC0930|                                                           dddmmss.s |
 NC0930| CZ9737 BATZOLD RM 1                         19.348 METERS 08843     |
 NC0930| CZ9739 BATZOLD RM 3                          8.985 METERS 09004     |
 NC0930| DE4853 BATZOLD RM 5                                       1335047.3 |
 NC0930| CZ9736 BATZOLD AZ MK                                      1491850.7 |
 NC0930| CZ9738 BATZOLD RM 2                         25.841 METERS 18453     |
 NC0930| DE4852 BATZOLD RM 4                         11.009 METERS 26958     |
 NC0930|---------------------------------------------------------------------|
 NC0930
 NC0930                          SUPERSEDED SURVEY CONTROL
 NC0930
 NC0930  NAD 83(1986)-  42 44 26.88409(N)    078 20 23.43996(W) AD(       ) 1
 NC0930  NAD 27      -  42 44 26.66753(N)    078 20 24.38047(W) AD(       ) 1
 NC0930  NGVD 29 (07/19/86)  550.6    (m)         1806.     (f) VERT ANG       
 NC0930
 NC0930.Superseded values are not recommended for survey control.
 NC0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0930.See file dsdata.txt to determine how the superseded data were derived.
 NC0930
 NC0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH1774035463(NAD 83)
 NC0930_MARKER: DS = TRIANGULATION STATION DISK
 NC0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0930
 NC0930  HISTORY     - Date     Condition        Report By
 NC0930  HISTORY     - 1939     MONUMENTED       CGS
 NC0930  HISTORY     - 1973     GOOD             NGS
 NC0930  HISTORY     - 1974     GOOD             NGS
 NC0930
 NC0930                          STATION DESCRIPTION
 NC0930
 NC0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC0930'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF VARYSBURG, 1-1/2
 NC0930'MILES WEST OF JOHNSONBURG, 1/2 MILE NORTHWEST OF THE SOUTH END
 NC0930'OF RIDGE ON PROPERTY OWNED BY BATZOLD ESTATE.  IT IS 1-1/2 FEET
 NC0930'NORTHEAST OF FENCE CORNER IN A ROW OF TREES RUNNING EAST AND
 NC0930'WEST.  A 4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED
 NC0930'U.S. TRIANGULATION WAS SET ABOUT 5 FEET FROM THE STATION.
 NC0930'
 NC0930'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NC0930'DISKS SET IN CONCRETE.
 NC0930'
 NC0930'REFERENCE MARK NO.2 IS 1 FOOT EAST OF FENCE LINE AND 85.6 FEET
 NC0930'SOUTH OF FENCE CORNER.
 NC0930'
 NC0930'REFERENCE MARK NO.1 IS 3 FEET NORTH OF FENCE LINE AND 15 FEET
 NC0930'EAST-NORTHEAST OF A 1-1/2 FOOT OAK TREE.
 NC0930'
 NC0930'THE AZIMUTH MARK IS 32 FEET SOUTH OF CENTER LINE OF ROAD AND
 NC0930'33.0 FEET EAST OF ROAD ON THE WEST.  IT PROJECTS 6 INCHES ABOVE
 NC0930'THE SURFACE OF THE GROUND.
 NC0930'
 NC0930'STATION IS REACHED AS FOLLOWS--FROM VARYSBURG GO WEST 1-1/2
 NC0930'MILES ON HIGHWAY 20A TO TOP OF RIDGE AND SIDE ROAD TO
 NC0930'SOUTH.  TURN LEFT (SOUTH) AND GO 2 MILES.  TURN RIGHT (WEST) AND
 NC0930'GO ON THE NORTH SIDE OF ROW OF TREES 0.2 MILE TO STATION.
 NC0930'
 NC0930'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 NC0930
 NC0930                          STATION RECOVERY (1973)
 NC0930
 NC0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC0930'THE STATION MARK WAS RECOVERED, THE NORTHEAST CORNER OF THE MARK
 NC0930'HAS BEEN KNOCKED OFF BUT THE MARK IS SOLID YET.  THE AZIMUTH
 NC0930'MARK WAS FOUND EXPOSED AND LEANING OVER.  THE REFERENCE MARKS
 NC0930'WERE SEARCHED FOR BUT WERE NOT FOUND.  REFERENCE MARKS 3, 4 AND
 NC0930'5 WERE SET AT THIS TIME.  DUE TO VARIOUS CHANGES A NEW
 NC0930'DESCRIPTION FOLLOWS--
 NC0930'
 NC0930'THE STATION IS ABOUT 2 MILES SOUTHWEST OF VARYSBURG, 3-1/2
 NC0930'MILES EAST OF STATE ROUTE 77, 1-1/2 MILES WEST OF JOHNSONBURG
 NC0930'AND ON PROPERTY OWNED BY MR. GLEN TOZIER, PHONE NUMBER 535-7643,
 NC0930'WHO LIVES ABOUT 1-1/2 MILES SOUTHWEST OF THE STATION IN TOZIER
 NC0930'CORNERS.
 NC0930'
 NC0930'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 AND
 NC0930'U.S. HIGHWAY 20A IN VARYSBURG, GO WESTERLY ON U.S. HIGHWAY 20A
 NC0930'FOR 1.5 MILES TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON MAXON
 NC0930'ROAD FOR 0.75 MILE TO A CROSSROAD, CONTINUE SOUTH ON MAXON ROAD
 NC0930'FOR 0.9 MILE TO A HOUSE ON THE RIGHT AND A BARN ON THE
 NC0930'LEFT.  CONTINUE SOUTH ON MAXON ROAD FOR 0.35 MILE TO A HEDGE ROW
 NC0930'ON THE RIGHT AND A FIELD ROAD ON THE NORTH SIDE OF THE HEDGE
 NC0930'ROW.  TURN RIGHT AND GO WEST ON THE FIELD ROAD FOR 0.15 MILE
 NC0930'TO THE CROWN OF THE RIDGE AND THE STATION ON THE LEFT IN THE
 NC0930'HEDGE ROW.  TO REACH THE REFERENCE MARK 5 FROM THE ENTRANCE TO
 NC0930'THE FIELD ROAD, GO SOUTH ON MAXON ROAD FOR 0.2 MILE TO A
 NC0930'CROSSROADS.  TURN LEFT AND GO EAST ON CENTERLINE ROAD
 NC0930'FOR 0.1 MILE TO A VENT PIPE FOR A NATURAL GAS LINE AND THE
 NC0930'REFERENCE MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 NC0930'
 NC0930'THE STATION MARK IS A STANDARD DISK STAMPED BATZOLD 1939, SET IN
 NC0930'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 NC0930'ABOVE THE GROUND SURFACE.  IT IS 78.5 FEET WEST-SOUTHWEST OF A
 NC0930'METAL PIPE THAT PROJECTS ABOUT 5 FEET AND IS 3 INCHES IN
 NC0930'DIAMETER, 22 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 4.4
 NC0930'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A 3-1/2 X 2-1/2 FOOT
 NC0930'BOULDER AND 4.1 FEET WEST-SOUTHWEST OF A METAL WITNESS
 NC0930'POST.
 NC0930'
 NC0930'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BATZOLD 1939 NO 3
 NC0930'1973, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 NC0930'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 NC0930'IS 49.2 FEET SOUTHWEST OF THE METAL PIPE, 25.2 EAST OF THE LARGE
 NC0930'BOULDER, 25.8 FEET EAST OF THE WITNESS POST, 20.5 FEET SOUTH OF
 NC0930'THE CENTER OF THE FIELD ROAD AND IN THE HEDGE ROW.
 NC0930'
 NC0930'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BATZOLD 1939 NO 4
 NC0930'1973 SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 NC0930'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 NC0930'SURFACE.  IT IS 40.0 FEET WEST OF THE WITNESS POST, 24.0 FEET
 NC0930'SOUTH OF THE CENTER OF THE FIELD ROAD, AND 9 FEET SOUTH OF THE
 NC0930'SOUTH EDGE OF A 2 X 2 FOOT BOULDER.
 NC0930'
 NC0930'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BATZOLD NO 5 1939
 NC0930'1973, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 NC0930'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 NC0930'SURFACE.  IT IS 30.6 FEET WEST OF A TELEPHONE POLE NUMBERED 29,
 NC0930'26.9 FEET SOUTH OF THE CENTER OF CENTERLINE ROAD, 13.4 FEET EAST
 NC0930'OF A METAL VENT PIPE FOR A GAS LINE OWNED BY CONSOLIDATED GAS
 NC0930'COMPANY WHICH PROJECTS ABOUT 3-1/2 FEET, 1.9 FEET WEST OF A
 NC0930'METAL WITNESS POST AND ON THE ROAD RIGHT-OF WAY.
 NC0930'
 NC0930'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 NC0930
 NC0930                          STATION RECOVERY (1974)
 NC0930
 NC0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NC0930'ALL MARKS WERE FOUND IN GOOD CONDITION, AS DESCRIBED IN 1973,
 NC0930'HOWEVER RM 5 WAS FOUND TO BE SOUTHEAST FROM STATION INSTEAD OF
 NC0930'SW.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 NC0930'CHECKED.  VIEW FROM STATION IS OPEN.
 NC0930'
 NC0930'STATION IS LOCATED ON PROPERTY OWNED BY MR. GLEN TOZIER, ALONG
 NC0930'THE SOUTH SIDE OF A HEDGE ROW AT NORTH EDGE OF A FIELD, AND JUST
 NC0930'WEST OF A GAS LINE.  STATION MARK IS A STANDARD DISK STAMPED
 NC0930'BATZOLD 1939, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 NC0930'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 78.5 FEET
 NC0930'WEST-SOUTHWEST OF A WHITE METAL PIPE THAT PROJECTS 5 FEET ABOVE
 NC0930'GROUND, 22 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, 4.4
 NC0930'FEET SOUTHWEST OF SOUTHWEST EDGE OF A 3 X 5-FOOT BOULDER, AND
 NC0930'4.1 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 NC0930'
 NC0930'RM NO. 3 IS A STANDARD DISK STAMPED BATZOLD 1939 NO 3 1973, SET
 NC0930'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 2
 NC0930'INCHES ABOVE GROUND.  IT IS 49.2 FEET SOUTHWEST OF THE METAL
 NC0930'PIPE, 25.2 FEET EAST OF THE LARGE BOULDER, 25.8 FEET EAST OF THE
 NC0930'WITNESS POST, 20.5 FEET SOUTH OF CENTER LINE OF THE FIELD ROAD,
 NC0930'AND IN THE HEDGE ROW.
 NC0930'
 NC0930'RM NO. 4 IS A STANDARD DISK STAMPED BATZOLD 1939 NO 4 1973, SET
 NC0930'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 2
 NC0930'INCHES FROM GROUND.  IT IS 40 FEET WEST OF THE WITNESS POST, 24
 NC0930'FEET SOUTH OF CENTER LINE OF FIELD ROAD AND 9 FEET SOUTH OF A
 NC0930'2-FOOT BOULDER.
 NC0930'
 NC0930'RM NO. 5 IS A STANDARD DISK STAMPED BATZOLD NO 5 1939 1973, SET
 NC0930'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 2
 NC0930'INCHES ABOVE GROUND.  IT IS 30.6 FEET WEST OF TELEPHONE POLE
 NC0930'NO. 29, 26.9 FEET SOUTH OF THE MIDDLE OF CENTERLINE ROAD, 13.4
 NC0930'FEET EAST OF A METAL GAS LINE VENT PIPE THAT PROJECTS 3-1/2
 NC0930'FEET, AND 1.9 FEET WEST OF A METAL WITNESS POST.
 NC0930'
 NC0930'TO REACH STATION FROM JOHNSONBURG, GO WEST ON CENTERLINE ROAD
 NC0930'FOR 1.5 MILES TO RM 5 ON LEFT, AT A PIPELINE CROSSING.  CONTINUE
 NC0930'WEST FOR 0.1 MILE TO CROSSROAD.  TURN RIGHT AND GO NORTH ON
 NC0930'MAXON RD. FOR 0.2 MILE TO A HEDGEROW ON LEFT.  TURN LEFT AND
 NC0930'FOLLOW FIELD ROAD ALONG NORTH SIDE OF THE HEDGEROW FOR 700 FEET
 NC0930'TO STATION.
 NC0930'
 NC0930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0930'2 MILES SOUTHWEST OF VARYSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0025 ***********************************************************************
 OG0025  DESIGNATION -  BAUN
 OG0025  PID         -  OG0025
 OG0025  STATE/COUNTY-  NY/ORLEANS
 OG0025  USGS QUAD   -  ASHWOOD (1950)
 OG0025
 OG0025                         *CURRENT SURVEY CONTROL
 OG0025  ___________________________________________________________________
 OG0025* NAD 83(1986)-  43 22 11.     (N)    078 21 08.     (W)     SCALED    
 OG0025* NAVD 88     -        82.281  (meters)     269.95   (feet)  ADJUSTED  
 OG0025  ___________________________________________________________________
 OG0025  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 OG0025  DYNAMIC HT  -          82.264 (meters)     269.89  (feet)  COMP
 OG0025  MODELED GRAV-     980,414.6   (mgal)                       NAVD 88
 OG0025
 OG0025  VERT ORDER  -  FIRST     CLASS II
 OG0025
 OG0025.The horizontal coordinates were scaled from a topographic map and have
 OG0025.an estimated accuracy of +/- 6 seconds.
 OG0025
 OG0025.The orthometric height was determined by differential leveling
 OG0025.and adjusted by the National Geodetic Survey in June 1991..
 OG0025
 OG0025.The geoid height was determined by GEOID03.
 OG0025
 OG0025.The dynamic height is computed by dividing the NAVD 88
 OG0025.geopotential number by the normal gravity value computed on the
 OG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0025.degrees latitude (g = 980.6199 gals.).
 OG0025
 OG0025.The modeled gravity was interpolated from observed gravity values.
 OG0025
 OG0025;                    North         East    Units  Estimated Accuracy
 OG0025;SPC NY W     -   374,270.      368,730.      MT  (+/- 180 meters Scaled)
 OG0025
 OG0025                          SUPERSEDED SURVEY CONTROL
 OG0025
 OG0025  NGVD 29 (??/??/92)   82.462  (m)          270.54   (f) ADJ UNCH    1 2
 OG0025
 OG0025.Superseded values are not recommended for survey control.
 OG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0025.See file dsdata.txt to determine how the superseded data were derived.
 OG0025
 OG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ145052(NAD 83)
 OG0025_MARKER: Z = SEE DESCRIPTION
 OG0025_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0025+WITH SETTING: INTO GROUND
 OG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0025+STABILITY: SURFACE MOTION
 OG0025
 OG0025  HISTORY     - Date     Condition        Report By
 OG0025  HISTORY     - UNK      MONUMENTED       USLS
 OG0025  HISTORY     - 1967     GOOD             USLS
 OG0025
 OG0025                          STATION DESCRIPTION
 OG0025
 OG0025'DESCRIBED BY US LAKE SURVEY 1967
 OG0025'8 MI W FROM OAK ORCHARD HARBOR.
 OG0025'IS IN ORLEANS COUNTY, NEW YORK, ABOUT 8 MILES WEST OF OAK
 OG0025'ORCHARD HARBOR, 1.9 MILES EAST ON E. LAKE ROAD FROM INTERSECTION OF
 OG0025'N. LYNDONVILLE RD., (HWY. NO.63) AND E. LAKE RD., AT NORTHEAST CORNER
 OG0025'OF PORCH OF A HEXIGONAL SHAPED DWELLING AT NO. 11886 E. LAKE ROAD, 40
 OG0025'FEET SOUTH OF CENTERLINE OF ROAD, 21.2 FEET SOUTHWEST OF A 36 INCH
 OG0025'MAPLE, 16.5 FEET NORTH NORTHEAST OF NORTHWEST CORNER, 1.7 FEET NORTH
 OG0025'OF NORTHEAST CORNER AND IN LINE WITH EAST FACE OF PORCH, 1/2-FOOT
 OG0025'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OG0025'DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3746 ***********************************************************************
 KU3746  DESIGNATION -  BAY
 KU3746  PID         -  KU3746
 KU3746  STATE/COUNTY-  NY/QUEENS
 KU3746  USGS QUAD   -  FLUSHING (1979)
 KU3746
 KU3746                         *CURRENT SURVEY CONTROL
 KU3746  ___________________________________________________________________
 KU3746* NAD 83(1996)-  40 45 37.92959(N)    073 50 45.82943(W)     ADJUSTED  
 KU3746* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KU3746  ___________________________________________________________________
 KU3746  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 KU3746  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU3746
 KU3746  HORZ ORDER  -  THIRD
 KU3746
 KU3746.The horizontal coordinates were established by classical geodetic methods
 KU3746.and adjusted by the National Geodetic Survey in January 1999..
 KU3746
 KU3746.The orthometric height was scaled from a topographic map.
 KU3746
 KU3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3746
 KU3746.The geoid height was determined by GEOID03.
 KU3746
 KU3746;                    North         East     Units Scale Factor Converg.
 KU3746;SPC NY L     -    65,958.231   312,998.160   MT  0.99999612   +0 06 02.5
 KU3746;SPC NY L     -   216,397.96  1,026,894.80   sFT  0.99999612   +0 06 02.5
 KU3746;SPC NY E     -   214,163.084   205,212.350   MT  0.99993751   +0 25 37.1
 KU3746;SPC NY E     -   702,633.38    673,267.52   sFT  0.99993751   +0 25 37.1
 KU3746;UTM  18      - 4,512,815.256   597,399.178   MT  0.99971676   +0 45 12.5
 KU3746
 KU3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3746!SPC NY L     -   1.00000420  x   0.99999612  =   1.00000032
 KU3746!SPC NY E     -   1.00000420  x   0.99993751  =   0.99994171
 KU3746!UTM  18      -   1.00000420  x   0.99971676  =   0.99972096
 KU3746
 KU3746:                Primary Azimuth Mark                     Grid Az
 KU3746:SPC NY L     -  FLUSHING WMCA AND WPCH E TOWER           003 07 00.0
 KU3746:SPC NY E     -  FLUSHING WMCA AND WPCH E TOWER           002 47 25.4
 KU3746:UTM  18      -  FLUSHING WMCA AND WPCH E TOWER           002 27 50.0
 KU3746
 KU3746|---------------------------------------------------------------------|
 KU3746| PID    Reference Object                     Distance      Geod. Az  |
 KU3746|                                                           dddmmss.s |
 KU3746| KU3852 FLUSHING WMCA AND WPCH E TOWER      APPROX. 1.3 KM 0031302.5 |
 KU3746| CB6603 BAY RM 1                             11.935 METERS 05313     |
 KU3746| CB6604 BAY RM 2                             14.805 METERS 23005     |
 KU3746| KU3843 FLUSHING BAY BEACON 8               APPROX. 0.7 KM 3283308.0 |
 KU3746| KU3844 FLUSHING BAY BEACON 10              493.484 METERS 3301539.6 |
 KU3746| KU3825 FLUSHING BAY BEACON 6               APPROX. 1.1 KM 3313319.7 |
 KU3746| KU3820 FLUSHING BAY BEACON 4               APPROX. 1.4 KM 3323551.5 |
 KU3746| KU3827 FLUSHING BAY BEACON 2               APPROX. 1.8 KM 3325547.1 |
 KU3746| KU3834 FLUSHING BAY BEACON 12              365.220 METERS 33807     |
 KU3746| KU3864 WILLIAMSBURGH                       APPROX. 1.3 KM 3444131.2 |
 KU3746| KU3833 FLUSHING WMCA AND WPCH W TOWER      APPROX. 1.3 KM 3533802.0 |
 KU3746|---------------------------------------------------------------------|
 KU3746
 KU3746                          SUPERSEDED SURVEY CONTROL
 KU3746
 KU3746  NAD 83(1996)-  40 45 37.93034(N)    073 50 45.82917(W) AD(       ) 3
 KU3746  NAD 83(1992)-  40 45 37.92979(N)    073 50 45.82935(W) AD(       ) 3
 KU3746  NAD 83(1986)-  40 45 37.93364(N)    073 50 45.82848(W) AD(       ) 3
 KU3746  NAD 27      -  40 45 37.56000(N)    073 50 47.34600(W) AD(       ) 3
 KU3746
 KU3746.Superseded values are not recommended for survey control.
 KU3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3746.See file dsdata.txt to determine how the superseded data were derived.
 KU3746
 KU3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9739912815(NAD 83)
 KU3746_MARKER: DS = TRIANGULATION STATION DISK
 KU3746_SETTING: 0 = UNSPECIFIED SETTING
 KU3746
 KU3746  HISTORY     - Date     Condition        Report By
 KU3746  HISTORY     - 1932     MONUMENTED       CGS
 KU3746  HISTORY     - 1940     MARK NOT FOUND   CGS
 KU3746  HISTORY     - 1940     MARK NOT FOUND   CGS
 KU3746
 KU3746                          STATION DESCRIPTION
 KU3746
 KU3746'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3746'STATION IS S OF THE EAST RIVER, AT THE HEAD OF FLUSHING BAY, N OF
 KU3746'NORTHERN BOULEVARD, AND THE UNITED STATES POST OFFICE GARAGE
 KU3746'BUILDING AND 0.7 MILE E OF THE INTERSECTION OF NORTHERN BOULEVARD
 KU3746'AND ASTORIA BOULEVARD.  IT IS ON A STONE RETAINING WALL AT
 KU3746'HIGH-WATER LINE.
 KU3746'
 KU3746'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK,
 KU3746'STAMPED BAY-1932, CEMENTED IN A DRILL HOLE AND SET FLUSH WITH THE
 KU3746'STONE WALL.  TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KU3746'SIMILARLY PLACED, NO. 1 ON THE WALL TO THE E.  NO. 2 ON THE WALL
 KU3746'TO THE W.  NO ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN.
 KU3746'
 KU3746'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SETUPS ON
 KU3746'THE STONE RETAINING WALL.  NO OBSERVERS PLATFORM IS NECESSARY.
 KU3746'
 KU3746'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KU3746
 KU3746                          STATION RECOVERY (1940)
 KU3746
 KU3746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FAR)
 KU3746'STATION COUND NOT BE FOUND.  THIS AREA HAS BEEN FILLED IN AND
 KU3746'PARKWAYS MADE SO STATION PROBABLY HAS BEEN EITHER COVERED UP OR
 KU3746'DESTROYED.
 KU3746
 KU3746                          STATION RECOVERY (1940)
 KU3746
 KU3746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (BGJ)
 KU3746'ALL NEW CONSTRUCTION IN THIS VICINITY.  HIGHWAY NOW RUNS OVER
 KU3746'POSITION OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4471 ***********************************************************************
 KU4471  DESIGNATION -  BAY
 KU4471  PID         -  KU4471
 KU4471  STATE/COUNTY-  NY/SUFFOLK
 KU4471  USGS QUAD   -  BELLPORT (1967)
 KU4471
 KU4471                         *CURRENT SURVEY CONTROL
 KU4471  ___________________________________________________________________
 KU4471* NAD 83(1996)-  40 45 33.57407(N)    072 54 54.31780(W)     ADJUSTED  
 KU4471* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU4471  ___________________________________________________________________
 KU4471  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 KU4471  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4471
 KU4471  HORZ ORDER  -  THIRD
 KU4471
 KU4471.The horizontal coordinates were established by classical geodetic methods
 KU4471.and adjusted by the National Geodetic Survey in January 1999..
 KU4471
 KU4471.The orthometric height was scaled from a topographic map.
 KU4471
 KU4471.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4471
 KU4471.The geoid height was determined by GEOID03.
 KU4471
 KU4471;                    North         East     Units Scale Factor Converg.
 KU4471;SPC NY L     -    66,379.755   391,607.774   MT  0.99999615   +0 42 34.6
 KU4471;SPC NY L     -   217,780.91  1,284,799.84   sFT  0.99999615   +0 42 34.6
 KU4471;UTM  18      - 4,514,131.534   675,986.337   MT  0.99998122   +1 21 41.6
 KU4471
 KU4471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4471!SPC NY L     -   1.00000483  x   0.99999615  =   1.00000098
 KU4471!UTM  18      -   1.00000483  x   0.99998122  =   0.99998605
 KU4471
 KU4471|---------------------------------------------------------------------|
 KU4471| PID    Reference Object                     Distance      Geod. Az  |
 KU4471|                                                           dddmmss.s |
 KU4471| CB8319 BAY RM 2                             15.625 METERS 06405     |
 KU4471| KU4387 SMITHS POINT CG WATCH TOWER         APPROX. 4.8 KM 1300912.1 |
 KU4471| KU4405 BELLPORT COAST GUARD WATCH TWR      APPROX. 5.4 KM 1920421.5 |
 KU4471| KU4467 BELLPORT BAY YACHT CLUB FLAG        APPROX. 1.7 KM 2420511.1 |
 KU4471| CB8318 BAY RM 1                             23.747 METERS 31853     |
 KU4471| CB8320 BAY RM 3                             58.517 METERS 35049     |
 KU4471|---------------------------------------------------------------------|
 KU4471
 KU4471                          SUPERSEDED SURVEY CONTROL
 KU4471
 KU4471  NAD 83(1996)-  40 45 33.57588(N)    072 54 54.31843(W) AD(       ) 3
 KU4471  NAD 83(1992)-  40 45 33.57466(N)    072 54 54.31809(W) AD(       ) 3
 KU4471  NAD 83(1986)-  40 45 33.57869(N)    072 54 54.32002(W) AD(       ) 3
 KU4471  NAD 27      -  40 45 33.20600(N)    072 54 55.95000(W) AD(       ) 3
 KU4471
 KU4471.Superseded values are not recommended for survey control.
 KU4471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4471.See file dsdata.txt to determine how the superseded data were derived.
 KU4471
 KU4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7598614132(NAD 83)
 KU4471_MARKER: DS = TRIANGULATION STATION DISK
 KU4471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4471+STABILITY: SURFACE MOTION
 KU4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4471+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 KU4471
 KU4471  HISTORY     - Date     Condition        Report By
 KU4471  HISTORY     - 1933     MONUMENTED       CGS
 KU4471  HISTORY     - 1951     GOOD             CGS
 KU4471  HISTORY     - 1956     GOOD             CGS
 KU4471  HISTORY     - 1974     GOOD             NGS
 KU4471  HISTORY     - 20021212 GOOD             USPSQD
 KU4471
 KU4471                          STATION DESCRIPTION
 KU4471
 KU4471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4471'ON THE N SHORE OF BELLPORT BAY, IN A SMALL PARK, ON THE E SIDE OF
 KU4471'BAY AVENUE, 10.5 METERS FROM CENTER LINE OF BAY AVENUE, 16.3 METERS
 KU4471'FROM CENTER LINE OF DIRT ROAD RUNNING E FROM BAY AVENUE PARALLEL TO
 KU4471'SHORE, AND 11.5 METERS FROM HIGH WATER LINE OF BELLPORT BAY.
 KU4471'ABOVE MEASUREMENTS TO NORMALS.
 KU4471'
 KU4471'MONUMENT IS OF CONCRETE, A TRUNCATED CONE IN SHAPE, 42 INCHES
 KU4471'DEEP, WITH 12-INCH TOP AND 18-INCH BOTTOM, CENTERED BY A STANDARD
 KU4471'C. AND G.S. TRIANGULATION DISK.  TOP OF MONUMENT IS FLUSH WITH
 KU4471'GROUND.
 KU4471'
 KU4471'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A SIMILAR CONCRETE
 KU4471'MONUMENT ON W SIDE OF BAY AVENUE, IN LINE WITH LIGHT POLES, AND
 KU4471'1.45 METERS S OF LAST POLE.  REFERENCE MARK NO.2 IS A STANDARD
 KU4471'DISK SET IN A SIMILAR CONCRETE MONUMENT JUST INSIDE FENCE AROUND
 KU4471'PARK AND ON W SIDE OF GATE IN N SIDE.
 KU4471'
 KU4471'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 KU4471
 KU4471                          STATION RECOVERY (1951)
 KU4471
 KU4471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU4471'ADD THE FOLLOWING TO THE ORIGINAL DESCRIPTION--
 KU4471'
 KU4471'STATION MARK IS 4 FEET N OF A ROW OF BROKEN CEMENT CHUNKS, 3
 KU4471'PACES E OF A N-S FENCE LINE, 8 FEET N OF HIGH WATER-LINE, AND 18
 KU4471'INCHES BELOW THE SURFACE.
 KU4471'
 KU4471'TO REACH FROM THE FLAGPOLE IN A TRIANGULAR-SHAPED PLOT OF GROUND
 KU4471'ON SOUTH COUNTRY ROAD JUST E OF THE BROOKHAVEN STORE AND THE POST
 KU4471'OFFICE, GO S FOR 0.4 MILE ON FIREPLACE ROAD.  THENCE RIGHT FOR 100
 KU4471'FEET TO BAY ROAD.  HERE TURN LEFT FOR 1.1 MILES TO THE END OF THE
 KU4471'STREET AND A SMALL PARK ON THE LEFT.  THE STATION IS IN THE PARK,
 KU4471'AS DESCRIBED.
 KU4471
 KU4471                          STATION RECOVERY (1956)
 KU4471
 KU4471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 KU4471'STATION AND REFERENCE MARKS FOUND EXACTLY AS DESCRIBED, EXCEPT
 KU4471'THAT THE STATION ITSELF WAS FOUND 18 IN. BELOW PRESENT GRADE OF
 KU4471'GRASS-COVERED AREA.  ADDITIONAL TIES ARE SHOWN ON THE SKETCH
 KU4471'BELOW.  THESE TIES WERE MEASURED AT A TEMPERATURE OF PLUS 43 DEG F
 KU4471'ON A VERY WINDY DAY.
 KU4471
 KU4471                          STATION RECOVERY (1974)
 KU4471
 KU4471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 KU4471'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO
 KU4471'BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LYING ON ITS
 KU4471'SIDE, REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE
 KU4471'TO REFERENCE MARK 2 CHECKED.
 KU4471'
 KU4471'DUE TO LOCAL CHANGES A NEW DESCRIPTION FOLLOWS--
 KU4471'
 KU4471'STATION IS LOCATED ABOUT 4 MILES SOUTH EAST OF PATCHOQUE, ABOUT 2
 KU4471'MILES EAST OF BELLPORT, ABOUT 1-1/2 MILES SOUTH OF BROOKHAVEN AND
 KU4471'IS ON A SANDY BEACH AT THE END OF BAY ROAD.
 KU4471'
 KU4471'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 KU4471'STATION ROAD, ABOUT 3 MILES EAST OF PATCHOQUE, GO SOUTH ON STATION
 KU4471'ROAD FOR 1.1 MILES TO MONTAUK HIGHWAY, CONTINUE AHEAD FOR 0.1
 KU4471'MILE TO BEAVER DAM ROAD, TURN LEFT, GO EASTERLY ON BEAVER DAM
 KU4471'ROAD FOR 1.2 MILES TO SOUTH COUNTRY ROAD, CONTINUE AHEAD ON
 KU4471'BEAVER DAM ROAD FOR 0.3 MILE TO ST JAMES CHURCH ON RIGHT AND BAY
 KU4471'ROAD ON RIGHT.  TURN RIGHT, GO SOUTH ON BAY ROAD FOR 1.0 MILE
 KU4471'TO END OF BAY ROAD, SANDY BEACH AND THE STATION ON LEFT.
 KU4471'
 KU4471'STATION MARK IS A STANDARD DISK STAMPED BAY 1933 SET IN A CONCRETE
 KU4471'MONUMENT FLUSH WITH THE SURFACE OF GROUND AND MAY BE COVERED AT
 KU4471'TIMES WITH LOOSE SAND.  IT IS 94 FEET SOUTHWEST OF SOUTHWEST CORNER
 KU4471'OF HOUSE 80 FEET SOUTHEAST OF POWER POLE, 51 FEET SOUTHWEST OF
 KU4471'POWER POLE, 46.4 FEET SOUTH-SOUTHEAST OF CORNER OF RAIL FENCE AND
 KU4471'10.6 FEET EAST OF RAIL FENCE.
 KU4471'
 KU4471'REFERENCE MARK 2 A STANDARD DISK STAMPED BAY NO 2 1933 SET IN
 KU4471'CONCRETE MONUMENT FLUSH WITH SURFACE OF GROUND.  IT IS 54.6 FEET
 KU4471'EAST OF RAIL FENCE CORNER, 43.3 FEET SOUTHWEST OF SOUTHWEST CORNER
 KU4471'OF HOUSE, 27.5 FEET WEST OF POWER POLE, 15.6 FEET SOUTH OF CENTER
 KU4471'OF DRIVEWAY AND 93 FEET EAST OF CENTER OF BAY ROAD.
 KU4471'
 KU4471'REFERENCE MARK 3 A STANDARD DISK STAMPED BAY NO 3 1974, IS SET IN
 KU4471'A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 158 FEET
 KU4471'NORTH OF THE END OF BAY ROAD, 16.6 FEET WEST OF CENTER OF BAY
 KU4471'ROAD AND 2 FEET SOUTH OF POWER POLE 42 BBL.
 KU4471'
 KU4471'NO AZIMUTH MARK AT THIS STATION.
 KU4471'
 KU4471'HEIGHT OF LIGHT ABOVE STATION MARK 1 FOOT.
 KU4471'
 KU4471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4471'1-1/2 MILES SOUTH OF BROOKHAVEN.
 KU4471
 KU4471                          STATION RECOVERY (2002)
 KU4471
 KU4471'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4471'NICE DAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4444 ***********************************************************************
 KV4444  DESIGNATION -  BAY RIDGE BEMIS BROS TALL CHIM
 KV4444  PID         -  KV4444
 KV4444  STATE/COUNTY-  NY/KINGS
 KV4444  USGS QUAD   -  JERSEY CITY (1981)
 KV4444
 KV4444                         *CURRENT SURVEY CONTROL
 KV4444  ___________________________________________________________________
 KV4444* NAD 83(1996)-  40 38 47.40374(N)    074 01 29.71463(W)     ADJUSTED  
 KV4444* NAVD 88     -                                                        
 KV4444  ___________________________________________________________________
 KV4444  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 KV4444  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4444
 KV4444  HORZ ORDER  -  THIRD
 KV4444
 KV4444.The horizontal coordinates were established by classical geodetic methods
 KV4444.and adjusted by the National Geodetic Survey in January 1999..
 KV4444
 KV4444
 KV4444.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4444
 KV4444.The geoid height was determined by GEOID03.
 KV4444
 KV4444;                    North         East     Units Scale Factor Converg.
 KV4444;SPC NY L     -    53,283.756   297,892.125   MT  1.00000118   -0 00 58.7
 KV4444;SPC NY L     -   174,815.12    977,334.41   sFT  1.00000118   -0 00 58.7
 KV4444;SPC NJ       -   201,403.765   190,179.723   MT  0.99991986   +0 18 34.1
 KV4444;SPC NJ       -   660,772.19    623,947.97   sFT  0.99991986   +0 18 34.1
 KV4444;SPC NY E     -   201,403.765   190,179.723   MT  0.99991986   +0 18 34.1
 KV4444;SPC NY E     -   660,772.19    623,947.97   sFT  0.99991986   +0 18 34.1
 KV4444;UTM  18      - 4,499,973.518   582,442.835   MT  0.99968366   +0 38 06.7
 KV4444
 KV4444                          SUPERSEDED SURVEY CONTROL
 KV4444
 KV4444  NAD 83(1996)-  40 38 47.40408(N)    074 01 29.71471(W) AD(       ) 4
 KV4444  NAD 83(1992)-  40 38 47.40414(N)    074 01 29.71485(W) AD(       ) 4
 KV4444  NAD 83(1986)-  40 38 47.40402(N)    074 01 29.71473(W) AD(       ) 4
 KV4444  NAD 27      -  40 38 47.03300(N)    074 01 31.20700(W) AD(       ) 3
 KV4444
 KV4444.Superseded values are not recommended for survey control.
 KV4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4444.See file dsdata.txt to determine how the superseded data were derived.
 KV4444
 KV4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8244399974(NAD 83)
 KV4444_MARKER: 85 = CHIMNEY
 KV4444
 KV4444  HISTORY     - Date     Condition        Report By
 KV4444  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4444
 KV4444                          STATION DESCRIPTION
 KV4444
 KV4444'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4444'THE FAIRLY PROMINENT CHIMNEY OF THE BEMIS BROTHERS BAG COMPANY,
 KV4444'ON THE W SIDE OF SECOND AVENUE BETWEEN 51ST AND 52ND STREETS.  THE
 KV4444'FACTORY BUILDING IS OF WHITE CONCRETE.  THE CHIMNEY, AN ORDINARY
 KV4444'ROUND, YELLOW BRICK TYPE, IS THE TALLEST IN THE VICINITY.
 KV4444'
 KV4444'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4444'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4371 ***********************************************************************
 KV4371  DESIGNATION -  BAY RIDGE BKLYN ED PWR PLT CHY
 KV4371  PID         -  KV4371
 KV4371  STATE/COUNTY-  NY/KINGS
 KV4371  USGS QUAD   -  JERSEY CITY (1981)
 KV4371
 KV4371                         *CURRENT SURVEY CONTROL
 KV4371  ___________________________________________________________________
 KV4371* NAD 83(1996)-  40 39 30.89977(N)    074 00 21.25012(W)     ADJUSTED  
 KV4371* NAVD 88     -                                                        
 KV4371  ___________________________________________________________________
 KV4371  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 KV4371  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV4371
 KV4371  HORZ ORDER  -  THIRD
 KV4371
 KV4371.The horizontal coordinates were established by classical geodetic methods
 KV4371.and adjusted by the National Geodetic Survey in January 1999..
 KV4371
 KV4371
 KV4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4371
 KV4371.The geoid height was determined by GEOID03.
 KV4371
 KV4371;                    North         East     Units Scale Factor Converg.
 KV4371;SPC NY L     -    54,625.172   299,500.812   MT  1.00000046   -0 00 13.9
 KV4371;SPC NY L     -   179,216.09    982,612.25   sFT  1.00000046   -0 00 13.9
 KV4371;SPC NJ       -   202,754.198   191,780.628   MT  0.99992148   +0 19 19.0
 KV4371;SPC NJ       -   665,202.73    629,200.28   sFT  0.99992148   +0 19 19.0
 KV4371;SPC NY E     -   202,754.198   191,780.628   MT  0.99992148   +0 19 19.0
 KV4371;SPC NY E     -   665,202.73    629,200.28   sFT  0.99992148   +0 19 19.0
 KV4371;UTM  18      - 4,501,332.711   584,035.661   MT  0.99968692   +0 38 51.9
 KV4371
 KV4371                          SUPERSEDED SURVEY CONTROL
 KV4371
 KV4371  NAD 83(1996)-  40 39 30.89978(N)    074 00 21.25048(W) AD(       ) 4
 KV4371  NAD 83(1992)-  40 39 30.89962(N)    074 00 21.25078(W) AD(       ) 4
 KV4371  NAD 83(1986)-  40 39 30.90008(N)    074 00 21.25052(W) AD(       ) 4
 KV4371  NAD 27      -  40 39 30.52200(N)    074 00 22.74900(W) AD(       ) 3
 KV4371
 KV4371.Superseded values are not recommended for survey control.
 KV4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4371.See file dsdata.txt to determine how the superseded data were derived.
 KV4371
 KV4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8403601333(NAD 83)
 KV4371_MARKER: 85 = CHIMNEY
 KV4371
 KV4371  HISTORY     - Date     Condition        Report By
 KV4371  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4371
 KV4371                          STATION DESCRIPTION
 KV4371
 KV4371'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4371'THE LARGE YELLOW CHIMNEY OF THE BROOKLYN EDISON POWER PLANT ON
 KV4371'2ND AVENUE BETWEEN 32ND AND 33RD STREETS.  THE POWER HOUSE IS
 KV4371'OF RED BRICK -- THE CHIMNEY, COMING UP THRU THE BUILDING, IS
 KV4371'AN ORDINARY ROUND BRICK TYPE.
 KV4371'
 KV4371'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4371'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4390 ***********************************************************************
 KV4390  DESIGNATION -  BAY RIDGE BUSH TERM PHSE N STK
 KV4390  PID         -  KV4390
 KV4390  STATE/COUNTY-  NY/KINGS
 KV4390  USGS QUAD   -  JERSEY CITY (1981)
 KV4390
 KV4390                         *CURRENT SURVEY CONTROL
 KV4390  ___________________________________________________________________
 KV4390* NAD 83(1996)-  40 39 23.53470(N)    074 00 54.25715(W)     ADJUSTED  
 KV4390* NAVD 88     -                                                        
 KV4390  ___________________________________________________________________
 KV4390  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 KV4390  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4390
 KV4390  HORZ ORDER  -  THIRD
 KV4390
 KV4390.The horizontal coordinates were established by classical geodetic methods
 KV4390.and adjusted by the National Geodetic Survey in January 1999..
 KV4390
 KV4390
 KV4390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4390
 KV4390.The geoid height was determined by GEOID03.
 KV4390
 KV4390;                    North         East     Units Scale Factor Converg.
 KV4390;SPC NY L     -    54,398.079   298,725.402   MT  1.00000058   -0 00 35.5
 KV4390;SPC NY L     -   178,471.03    980,068.26   sFT  1.00000058   -0 00 35.5
 KV4390;SPC NJ       -   202,522.717   191,006.584   MT  0.99992069   +0 18 57.4
 KV4390;SPC NJ       -   664,443.28    626,660.77   sFT  0.99992069   +0 18 57.4
 KV4390;SPC NY E     -   202,522.717   191,006.584   MT  0.99992069   +0 18 57.4
 KV4390;SPC NY E     -   664,443.28    626,660.77   sFT  0.99992069   +0 18 57.4
 KV4390;UTM  18      - 4,501,096.888   583,263.127   MT  0.99968533   +0 38 30.3
 KV4390
 KV4390                          SUPERSEDED SURVEY CONTROL
 KV4390
 KV4390  NAD 83(1996)-  40 39 23.53444(N)    074 00 54.25722(W) AD(       ) 4
 KV4390  NAD 83(1992)-  40 39 23.53424(N)    074 00 54.25735(W) AD(       ) 4
 KV4390  NAD 83(1986)-  40 39 23.53454(N)    074 00 54.25731(W) AD(       ) 4
 KV4390  NAD 27      -  40 39 23.16200(N)    074 00 55.75200(W) AD(       ) 3
 KV4390
 KV4390.Superseded values are not recommended for survey control.
 KV4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4390.See file dsdata.txt to determine how the superseded data were derived.
 KV4390
 KV4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8326301097(NAD 83)
 KV4390_MARKER: 63 = STACK
 KV4390
 KV4390  HISTORY     - Date     Condition        Report By
 KV4390  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4390
 KV4390                          STATION DESCRIPTION
 KV4390
 KV4390'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4390'THE NORTHERLY OF TWIN BLACK IRON STACKS ATOP THE BUSH TERMINAL
 KV4390'POWER HOUSE, AT THE FOOT OF 41ST STREET, W OF 1ST AVENUE NEAR
 KV4390'PIER 7.  THE POWER HOUSE IS OF RED BRICK.  THE CHIMNEYS ARE
 KV4390'ORDINARY, ROUND, BLACK, IRON TYPE.
 KV4390'
 KV4390'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4390'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4392 ***********************************************************************
 KV4392  DESIGNATION -  BAY RIDGE BUSH TERM PHSE S STK
 KV4392  PID         -  KV4392
 KV4392  STATE/COUNTY-  NY/KINGS
 KV4392  USGS QUAD   -  JERSEY CITY (1981)
 KV4392
 KV4392                         *CURRENT SURVEY CONTROL
 KV4392  ___________________________________________________________________
 KV4392* NAD 83(1996)-  40 39 23.21126(N)    074 00 53.71978(W)     ADJUSTED  
 KV4392* NAVD 88     -                                                        
 KV4392  ___________________________________________________________________
 KV4392  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 KV4392  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4392
 KV4392  HORZ ORDER  -  THIRD
 KV4392
 KV4392.The horizontal coordinates were established by classical geodetic methods
 KV4392.and adjusted by the National Geodetic Survey in January 1999..
 KV4392
 KV4392
 KV4392.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4392
 KV4392.The geoid height was determined by GEOID03.
 KV4392
 KV4392;                    North         East     Units Scale Factor Converg.
 KV4392;SPC NY L     -    54,388.099   298,738.024   MT  1.00000058   -0 00 35.1
 KV4392;SPC NY L     -   178,438.29    980,109.67   sFT  1.00000058   -0 00 35.1
 KV4392;SPC NJ       -   202,512.811   191,019.262   MT  0.99992070   +0 18 57.8
 KV4392;SPC NJ       -   664,410.78    626,702.36   sFT  0.99992070   +0 18 57.8
 KV4392;SPC NY E     -   202,512.811   191,019.262   MT  0.99992070   +0 18 57.8
 KV4392;SPC NY E     -   664,410.78    626,702.36   sFT  0.99992070   +0 18 57.8
 KV4392;UTM  18      - 4,501,087.056   583,275.858   MT  0.99968536   +0 38 30.6
 KV4392
 KV4392                          SUPERSEDED SURVEY CONTROL
 KV4392
 KV4392  NAD 83(1996)-  40 39 23.21100(N)    074 00 53.71985(W) AD(       ) 4
 KV4392  NAD 83(1992)-  40 39 23.21080(N)    074 00 53.71999(W) AD(       ) 4
 KV4392  NAD 83(1986)-  40 39 23.21113(N)    074 00 53.71990(W) AD(       ) 4
 KV4392  NAD 27      -  40 39 22.83900(N)    074 00 55.21500(W) AD(       ) 3
 KV4392
 KV4392.Superseded values are not recommended for survey control.
 KV4392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4392.See file dsdata.txt to determine how the superseded data were derived.
 KV4392
 KV4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8327601087(NAD 83)
 KV4392_MARKER: 63 = STACK
 KV4392
 KV4392  HISTORY     - Date     Condition        Report By
 KV4392  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4392
 KV4392                          STATION DESCRIPTION
 KV4392
 KV4392'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4392'THE SOUTHERLY OF TWIN BLACK IRON STACKS ATOP THE BUSH TERMINAL
 KV4392'POWER HOUSE, AT THE FOOT OF 41ST STREET, W OF 1ST AVENUE NEAR
 KV4392'PIER 7.  THE POWER HOUSE IS OF RED BRICK.  THE CHIMNEYS ARE
 KV4392'ORDINARY ROUND, BLACK, IRON TYPE.
 KV4392'
 KV4392'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4392'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4434 ***********************************************************************
 KV4434  DESIGNATION -  BAY RIDGE DEWEY FLAGPOLE
 KV4434  PID         -  KV4434
 KV4434  STATE/COUNTY-  NY/KINGS
 KV4434  USGS QUAD   -  JERSEY CITY (1981)
 KV4434
 KV4434                         *CURRENT SURVEY CONTROL
 KV4434  ___________________________________________________________________
 KV4434* NAD 83(1996)-  40 37 47.99643(N)    074 02 25.19338(W)     ADJUSTED  
 KV4434* NAVD 88     -                                                        
 KV4434  ___________________________________________________________________
 KV4434  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KV4434  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4434
 KV4434  HORZ ORDER  -  THIRD
 KV4434
 KV4434.The horizontal coordinates were established by classical geodetic methods
 KV4434.and adjusted by the National Geodetic Survey in January 1999..
 KV4434
 KV4434
 KV4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4434
 KV4434.The geoid height was determined by GEOID03.
 KV4434
 KV4434;                    North         East     Units Scale Factor Converg.
 KV4434;SPC NY L     -    51,451.739   296,587.790   MT  1.00000224   -0 01 35.0
 KV4434;SPC NY L     -   168,804.58    973,055.11   sFT  1.00000224   -0 01 35.0
 KV4434;SPC NJ       -   199,564.514   188,885.931   MT  0.99991861   +0 17 57.6
 KV4434;SPC NJ       -   654,737.91    619,703.26   sFT  0.99991861   +0 17 57.6
 KV4434;SPC NY E     -   199,564.514   188,885.931   MT  0.99991861   +0 17 57.6
 KV4434;SPC NY E     -   654,737.91    619,703.26   sFT  0.99991861   +0 17 57.6
 KV4434;UTM  18      - 4,498,127.380   581,159.822   MT  0.99968108   +0 37 29.8
 KV4434
 KV4434                          SUPERSEDED SURVEY CONTROL
 KV4434
 KV4434  NAD 83(1996)-  40 37 47.99638(N)    074 02 25.19363(W) AD(       ) 4
 KV4434  NAD 83(1992)-  40 37 47.99615(N)    074 02 25.19385(W) AD(       ) 4
 KV4434  NAD 83(1986)-  40 37 47.99656(N)    074 02 25.19331(W) AD(       ) 4
 KV4434  NAD 27      -  40 37 47.62800(N)    074 02 26.68500(W) AD(       ) 3
 KV4434
 KV4434.Superseded values are not recommended for survey control.
 KV4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4434.See file dsdata.txt to determine how the superseded data were derived.
 KV4434
 KV4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8116098127(NAD 83)
 KV4434_MARKER: 62 = FLAGPOLE
 KV4434
 KV4434  HISTORY     - Date     Condition        Report By
 KV4434  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4434
 KV4434                          STATION DESCRIPTION
 KV4434
 KV4434'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4434'THE PROMINENT WHITE FLAGPOLE W OF THE SHORE DRIVE AND S OF 80TH
 KV4434'STREET.  IT IS A VERY LARGE WOODEN POLE BEARING A BRONZE PLAQUE
 KV4434'COMMEMORATING ADMIRAL DEWEYS HOMECOMING.  THE STATION IS THE
 KV4434'POLE BASE.
 KV4434'
 KV4434'CENTER LINE OF SHORE DRIVE, 20.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4402 ***********************************************************************
 KV4402  DESIGNATION -  BAY RIDGE E W BLISS CO FP
 KV4402  PID         -  KV4402
 KV4402  STATE/COUNTY-  NY/KINGS
 KV4402  USGS QUAD   -  JERSEY CITY (1981)
 KV4402
 KV4402                         *CURRENT SURVEY CONTROL
 KV4402  ___________________________________________________________________
 KV4402* NAD 83(1996)-  40 38 58.93266(N)    074 01 22.15749(W)     ADJUSTED  
 KV4402* NAVD 88     -                                                        
 KV4402  ___________________________________________________________________
 KV4402  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KV4402  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4402
 KV4402  HORZ ORDER  -  THIRD
 KV4402
 KV4402.The horizontal coordinates were established by classical geodetic methods
 KV4402.and adjusted by the National Geodetic Survey in January 1999..
 KV4402
 KV4402
 KV4402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4402
 KV4402.The geoid height was determined by GEOID03.
 KV4402
 KV4402;                    North         East     Units Scale Factor Converg.
 KV4402;SPC NY L     -    53,639.334   298,069.775   MT  1.00000099   -0 00 53.7
 KV4402;SPC NY L     -   175,981.71    977,917.25   sFT  1.00000099   -0 00 53.7
 KV4402;SPC NJ       -   201,760.319   190,355.334   MT  0.99992004   +0 18 39.1
 KV4402;SPC NJ       -   661,941.98    624,524.12   sFT  0.99992004   +0 18 39.1
 KV4402;SPC NY E     -   201,760.319   190,355.334   MT  0.99992004   +0 18 39.1
 KV4402;SPC NY E     -   661,941.98    624,524.12   sFT  0.99992004   +0 18 39.1
 KV4402;UTM  18      - 4,500,330.979   582,616.375   MT  0.99968401   +0 38 11.8
 KV4402
 KV4402                          SUPERSEDED SURVEY CONTROL
 KV4402
 KV4402  NAD 83(1996)-  40 38 58.93270(N)    074 01 22.15757(W) AD(       ) 4
 KV4402  NAD 83(1992)-  40 38 58.93268(N)    074 01 22.15780(W) AD(       ) 4
 KV4402  NAD 83(1986)-  40 38 58.93272(N)    074 01 22.15764(W) AD(       ) 4
 KV4402  NAD 27      -  40 38 58.56300(N)    074 01 23.65200(W) AD(       ) 3
 KV4402
 KV4402.Superseded values are not recommended for survey control.
 KV4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4402.See file dsdata.txt to determine how the superseded data were derived.
 KV4402
 KV4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8261600331(NAD 83)
 KV4402_MARKER: 62 = FLAGPOLE
 KV4402
 KV4402  HISTORY     - Date     Condition        Report By
 KV4402  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4402  HISTORY     - 1931     GOOD             CGS
 KV4402
 KV4402                          STATION DESCRIPTION
 KV4402
 KV4402'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4402'THE SQUARE, RED BRICK TOWER OF THE E.W. BLISS COMPANY ON THE SW
 KV4402'CORNER OF 53RD STREET AND 1ST AVENUE.  THIS TOWER RISES SOME 50
 KV4402'FEET ABOVE THE ROOF.
 KV4402'
 KV4402'THE STATION IS THE FLAGPOLE CENTERED OVER THE FLAT-TOPPED TOWER.
 KV4402
 KV4402                          STATION RECOVERY (1931)
 KV4402
 KV4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4402'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4402'
 KV4402'A COMPLETE DESCRIPTION FOLLOWS--
 KV4402'
 KV4402'THE STEEL FLAGPOLE ATOP THE TOWER OF THE E.W. BLISS COMPANYS
 KV4402'BUILDING F-14, ON THE BAY RIDGE WATERFRONT, JUST S OF THE BUSH
 KV4402'TERMINAL WAREHOUSES, ON THE SW CORNER OF 1ST AVENUE AND 53RD
 KV4402'STREET.  THE POLE RISES CENTRALLY FROM THE FLAT-ROOFED WATER
 KV4402'TOWER.  A PROMINENT SQUARE (6.77 BY 6.77 METERS) RED-BRICK TOWER
 KV4402'PROJECTING APPROXIMATELY 75 FEET ABOVE THE MAIN ROOF OF THIS
 KV4402'7-STORY RED-BRICK FACTORY BUILDING.
 KV4402'
 KV4402'THE STATION IS THE FLAGPOLE BASE.
 KV4402'
 KV4402'THIS FLAGPOLE WAS USED AS THE ECCENTRIC SIGNAL FOR A MONUMENTED
 KV4402'TRIANGULATION STATION ESTABLISHED ON THE SAME ROOF.  (SEE THE
 KV4402'DESCRIPTION FOR BLISS-1931.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4393 ***********************************************************************
 KV4393  DESIGNATION -  BAY RIDGE JM HUBER MFG CO CHIM
 KV4393  PID         -  KV4393
 KV4393  STATE/COUNTY-  NY/KINGS
 KV4393  USGS QUAD   -  JERSEY CITY (1981)
 KV4393
 KV4393                         *CURRENT SURVEY CONTROL
 KV4393  ___________________________________________________________________
 KV4393* NAD 83(1996)-  40 38 09.98240(N)    074 00 53.20487(W)     ADJUSTED  
 KV4393* NAVD 88     -                                                        
 KV4393  ___________________________________________________________________
 KV4393  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KV4393  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4393
 KV4393  HORZ ORDER  -  THIRD
 KV4393
 KV4393.The horizontal coordinates were established by classical geodetic methods
 KV4393.and adjusted by the National Geodetic Survey in January 1999..
 KV4393
 KV4393
 KV4393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4393
 KV4393.The geoid height was determined by GEOID03.
 KV4393
 KV4393;                    North         East     Units Scale Factor Converg.
 KV4393;SPC NY L     -    52,129.247   298,749.739   MT  1.00000184   -0 00 34.8
 KV4393;SPC NY L     -   171,027.37    980,148.10   sFT  1.00000184   -0 00 34.8
 KV4393;SPC NJ       -   200,254.244   191,043.816   MT  0.99992073   +0 18 57.6
 KV4393;SPC NJ       -   657,000.80    626,782.92   sFT  0.99992073   +0 18 57.6
 KV4393;SPC NY E     -   200,254.244   191,043.816   MT  0.99992073   +0 18 57.6
 KV4393;SPC NY E     -   657,000.80    626,782.92   sFT  0.99992073   +0 18 57.6
 KV4393;UTM  18      - 4,498,829.196   583,313.243   MT  0.99968544   +0 38 30.0
 KV4393
 KV4393                          SUPERSEDED SURVEY CONTROL
 KV4393
 KV4393  NAD 83(1996)-  40 38 09.98267(N)    074 00 53.20538(W) AD(       ) 4
 KV4393  NAD 83(1992)-  40 38 09.98273(N)    074 00 53.20549(W) AD(       ) 4
 KV4393  NAD 83(1986)-  40 38 09.98271(N)    074 00 53.20488(W) AD(       ) 4
 KV4393  NAD 27      -  40 38 09.61000(N)    074 00 54.70100(W) AD(       ) 3
 KV4393
 KV4393.Superseded values are not recommended for survey control.
 KV4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4393.See file dsdata.txt to determine how the superseded data were derived.
 KV4393
 KV4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8331398829(NAD 83)
 KV4393_MARKER: 85 = CHIMNEY
 KV4393
 KV4393  HISTORY     - Date     Condition        Report By
 KV4393  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4393  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 KV4393
 KV4393                          STATION DESCRIPTION
 KV4393
 KV4393'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4393'THE GREYISH-WHITE CHIMNEY OF THE J.M. HUBER, INC., INK MANUFACTURING
 KV4393'COMPANY, ON THE CORNER OF 6TH AVENUE AND 62ND STREET.  THE FACTORY
 KV4393'BUILDING IS OF RED BRICK, THE CHIMNEY SEPARATE FROM IT -- A ROUND
 KV4393'CONCRETE CHIMNEY CAPPED BY A SMOKE SCREEN.  J.M. HUBER, INC. IS
 KV4393'LETTERED IN BLACK THE LENGTH OF THE CHIMNEY.
 KV4393'
 KV4393'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE
 KV4393'GROUND.
 KV4393
 KV4393                          STATION RECOVERY (2006)
 KV4393
 KV4393'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV4393'THE MARK WAS NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KV4393' 
 KV4393'THE FACTORY AND CHIMNEY HAVE BEEN RAZED,  THERE IS PRESENTLY A CHINESE
 KV4393'REATAURANT AT THE LOCATION.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4398 ***********************************************************************
 KV4398  DESIGNATION -  BAY RIDGE KINGS CO LT CO LG TK
 KV4398  PID         -  KV4398
 KV4398  STATE/COUNTY-  NY/KINGS
 KV4398  USGS QUAD   -  JERSEY CITY (1981)
 KV4398
 KV4398                         *CURRENT SURVEY CONTROL
 KV4398  ___________________________________________________________________
 KV4398* NAD 83(1996)-  40 37 54.20214(N)    074 00 42.73681(W)     ADJUSTED  
 KV4398* NAVD 88     -                                                        
 KV4398  ___________________________________________________________________
 KV4398  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KV4398  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV4398
 KV4398  HORZ ORDER  -  THIRD
 KV4398
 KV4398.The horizontal coordinates were established by classical geodetic methods
 KV4398.and adjusted by the National Geodetic Survey in January 1999..
 KV4398
 KV4398
 KV4398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4398
 KV4398.The geoid height was determined by GEOID03.
 KV4398
 KV4398;                    North         East     Units Scale Factor Converg.
 KV4398;SPC NY L     -    51,642.446   298,995.662   MT  1.00000213   -0 00 28.0
 KV4398;SPC NY L     -   169,430.26    980,954.93   sFT  1.00000213   -0 00 28.0
 KV4398;SPC NJ       -   199,768.887   191,292.482   MT  0.99992098   +0 19 04.3
 KV4398;SPC NJ       -   655,408.42    627,598.75   sFT  0.99992098   +0 19 04.3
 KV4398;SPC NY E     -   199,768.887   191,292.482   MT  0.99992098   +0 19 04.3
 KV4398;SPC NY E     -   655,408.42    627,598.75   sFT  0.99992098   +0 19 04.3
 KV4398;UTM  18      - 4,498,345.374   583,564.604   MT  0.99968595   +0 38 36.6
 KV4398
 KV4398                          SUPERSEDED SURVEY CONTROL
 KV4398
 KV4398  NAD 83(1996)-  40 37 54.20248(N)    074 00 42.73726(W) AD(       ) 4
 KV4398  NAD 83(1992)-  40 37 54.20253(N)    074 00 42.73737(W) AD(       ) 4
 KV4398  NAD 83(1986)-  40 37 54.20249(N)    074 00 42.73677(W) AD(       ) 4
 KV4398  NAD 27      -  40 37 53.82900(N)    074 00 44.23200(W) AD(       ) 3
 KV4398
 KV4398.Superseded values are not recommended for survey control.
 KV4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4398.See file dsdata.txt to determine how the superseded data were derived.
 KV4398
 KV4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8356598345(NAD 83)
 KV4398_MARKER: 51 = TANK
 KV4398_SETTING: 0 = UNSPECIFIED SETTING
 KV4398
 KV4398  HISTORY     - Date     Condition        Report By
 KV4398  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4398  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV4398
 KV4398                          STATION DESCRIPTION
 KV4398
 KV4398'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4398'THE LARGEST OF 3 GAS STORAGE TANKS OF THE KINGS COUNTY LIGHTING
 KV4398'COMPANY, ON 8TH AVENUE BETWEEN SHORE DRIVE AND 65TH STREET.  IT IS
 KV4398'A LARGE, ORDINARY TYPE, CYLINDRICAL, GREY, IRON TANK, APPROXIMATELY
 KV4398'60 METERS IN DIAMETER.  MEASUREMENTS WERE TAKEN FROM THE NEAREST
 KV4398'PART OF THE CIRCUMFERENCE TO 8TH AVENUE, 79.6 METERS, AND TO 65TH
 KV4398'STREET, 16.6 METERS.
 KV4398'
 KV4398'THE STATION IS THE SLIGHTLY CAMBERED TOP APEX.
 KV4398'
 KV4398'THE ACCOMPANYING SMALLER TANKS LIE TO THE EASTWARD, ONE
 KV4398'APPROXIMATELY 35 METERS IN DIAMETER, THE OTHER APPROXIMATELY 30
 KV4398'METERS.  ALL THREE SHOULD PERMIT OF READY PHOTO-IDENTIFICATION AS
 KV4398'THE ONLY STRUCTURE IN THE BLOCK.
 KV4398
 KV4398                          STATION RECOVERY (1985)
 KV4398
 KV4398'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4398'STATION FOUND DESTROYED.
 KV4398'
 KV4398'TANK HAS BEEN REMOVED BY OWNER BKLYN UNION GAS COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4389 ***********************************************************************
 KV4389  DESIGNATION -  BAY RIDGE LADY PERPET HELP CH
 KV4389  PID         -  KV4389
 KV4389  STATE/COUNTY-  NY/KINGS
 KV4389  USGS QUAD   -  JERSEY CITY (1981)
 KV4389
 KV4389                         *CURRENT SURVEY CONTROL
 KV4389  ___________________________________________________________________
 KV4389* NAD 83(1996)-  40 38 22.66309(N)    074 00 56.14304(W)     ADJUSTED  
 KV4389* NAVD 88     -                                                        
 KV4389  ___________________________________________________________________
 KV4389  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KV4389  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4389
 KV4389  HORZ ORDER  -  THIRD
 KV4389
 KV4389.The horizontal coordinates were established by classical geodetic methods
 KV4389.and adjusted by the National Geodetic Survey in January 1999..
 KV4389
 KV4389
 KV4389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4389
 KV4389.The geoid height was determined by GEOID03.
 KV4389
 KV4389;                    North         East     Units Scale Factor Converg.
 KV4389;SPC NY L     -    52,520.413   298,680.765   MT  1.00000161   -0 00 36.7
 KV4389;SPC NY L     -   172,310.72    979,921.81   sFT  1.00000161   -0 00 36.7
 KV4389;SPC NJ       -   200,644.979   190,972.625   MT  0.99992066   +0 18 55.8
 KV4389;SPC NJ       -   658,282.74    626,549.35   sFT  0.99992066   +0 18 55.8
 KV4389;SPC NY E     -   200,644.979   190,972.625   MT  0.99992066   +0 18 55.8
 KV4389;SPC NY E     -   658,282.74    626,549.35   sFT  0.99992066   +0 18 55.8
 KV4389;UTM  18      - 4,499,219.429   583,239.850   MT  0.99968528   +0 38 28.2
 KV4389
 KV4389                          SUPERSEDED SURVEY CONTROL
 KV4389
 KV4389  NAD 83(1996)-  40 38 22.66354(N)    074 00 56.14301(W) AD(       ) 4
 KV4389  NAD 83(1992)-  40 38 22.66362(N)    074 00 56.14309(W) AD(       ) 4
 KV4389  NAD 83(1986)-  40 38 22.66346(N)    074 00 56.14304(W) AD(       ) 4
 KV4389  NAD 27      -  40 38 22.29200(N)    074 00 57.63600(W) AD(       ) 3
 KV4389
 KV4389.Superseded values are not recommended for survey control.
 KV4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4389.See file dsdata.txt to determine how the superseded data were derived.
 KV4389
 KV4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8324099219(NAD 83)
 KV4389_MARKER: 91 = CHURCH CROSS
 KV4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4389+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 KV4389
 KV4389  HISTORY     - Date     Condition        Report By
 KV4389  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4389  HISTORY     - 20060707 GOOD             GEOCAC
 KV4389
 KV4389                          STATION DESCRIPTION
 KV4389
 KV4389'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4389'THE WESTERLY OF TWO CROSSES ATOP OUR LADY OF PERPETUAL HELP CHURCH,
 KV4389'A PROMINENT LARGE BUILDING E OF 5TH AVENUE BETWEEN 59TH AND 60TH
 KV4389'STREETS.  THE CHURCH IS OF GREY STONE.  THE GILT CROSSES AT ITS
 KV4389'RIDGE EXTREMITIES ARE LATIN TYPE WITH CIRCLE.
 KV4389'
 KV4389'THE STATION IS THE CROSS CENTER POLE, APPROXIMATELY 150 FEET
 KV4389'ABOVE GROUND.
 KV4389
 KV4389                          STATION RECOVERY (2006)
 KV4389
 KV4389'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV4389'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4441 ***********************************************************************
 KV4441  DESIGNATION -  BAY RIDGE LOEW THEATRE ROOF TK
 KV4441  PID         -  KV4441
 KV4441  STATE/COUNTY-  NY/KINGS
 KV4441  USGS QUAD   -  JERSEY CITY (1981)
 KV4441
 KV4441                         *CURRENT SURVEY CONTROL
 KV4441  ___________________________________________________________________
 KV4441* NAD 83(1996)-  40 38 02.23469(N)    074 01 38.98924(W)     ADJUSTED  
 KV4441* NAVD 88     -                                                        
 KV4441  ___________________________________________________________________
 KV4441  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KV4441  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4441
 KV4441  HORZ ORDER  -  THIRD
 KV4441
 KV4441.The horizontal coordinates were established by classical geodetic methods
 KV4441.and adjusted by the National Geodetic Survey in January 1999..
 KV4441
 KV4441
 KV4441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4441
 KV4441.The geoid height was determined by GEOID03.
 KV4441
 KV4441;                    North         East     Units Scale Factor Converg.
 KV4441;SPC NY L     -    51,890.518   297,673.778   MT  1.00000198   -0 01 04.7
 KV4441;SPC NY L     -   170,244.14    976,618.05   sFT  1.00000198   -0 01 04.7
 KV4441;SPC NJ       -   200,009.422   189,969.317   MT  0.99991966   +0 18 27.8
 KV4441;SPC NJ       -   656,197.58    623,257.67   sFT  0.99991966   +0 18 27.8
 KV4441;SPC NY E     -   200,009.422   189,969.317   MT  0.99991966   +0 18 27.8
 KV4441;SPC NY E     -   656,197.58    623,257.67   sFT  0.99991966   +0 18 27.8
 KV4441;UTM  18      - 4,498,578.331   582,240.406   MT  0.99968325   +0 38 00.1
 KV4441
 KV4441                          SUPERSEDED SURVEY CONTROL
 KV4441
 KV4441  NAD 83(1996)-  40 38 02.23479(N)    074 01 38.98967(W) AD(       ) 4
 KV4441  NAD 83(1992)-  40 38 02.23468(N)    074 01 38.98998(W) AD(       ) 4
 KV4441  NAD 83(1986)-  40 38 02.23495(N)    074 01 38.98925(W) AD(       ) 4
 KV4441  NAD 27      -  40 38 01.85900(N)    074 01 40.48400(W) AD(       ) 3
 KV4441
 KV4441.Superseded values are not recommended for survey control.
 KV4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4441.See file dsdata.txt to determine how the superseded data were derived.
 KV4441
 KV4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8224098578(NAD 83)
 KV4441_MARKER: 53 = ELEVATED TANK
 KV4441
 KV4441  HISTORY     - Date     Condition        Report By
 KV4441  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4441
 KV4441                          STATION DESCRIPTION
 KV4441
 KV4441'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4441'THE FAIRLY PROMINENT WATER TANK ATOP LOEWS BAY RIDGE THEATRE, ON
 KV4441'THE NW CORNER OF THIRD AVENUE AND 72ND STREET.  THE TANK IS AN
 KV4441'ORDINARY CONICAL TOP BLACK WOOD TYPE, RAISED BUT SLIGHTLY FROM
 KV4441'THE ROOF.
 KV4441'
 KV4441'THE STATION IS THE TANK-APEX. APPROXIMATELY 100 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4445 ***********************************************************************
 KV4445  DESIGNATION -  BAY RIDGE METRO EMG STUBBY CHY
 KV4445  PID         -  KV4445
 KV4445  STATE/COUNTY-  NY/KINGS
 KV4445  USGS QUAD   -  JERSEY CITY (1981)
 KV4445
 KV4445                         *CURRENT SURVEY CONTROL
 KV4445  ___________________________________________________________________
 KV4445* NAD 83(1996)-  40 38 58.34759(N)    074 01 16.16165(W)     ADJUSTED  
 KV4445* NAVD 88     -                                                        
 KV4445  ___________________________________________________________________
 KV4445  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KV4445  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4445
 KV4445  HORZ ORDER  -  THIRD
 KV4445
 KV4445.The horizontal coordinates were established by classical geodetic methods
 KV4445.and adjusted by the National Geodetic Survey in January 1999..
 KV4445
 KV4445
 KV4445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4445
 KV4445.The geoid height was determined by GEOID03.
 KV4445
 KV4445;                    North         East     Units Scale Factor Converg.
 KV4445;SPC NY L     -    53,621.252   298,210.638   MT  1.00000100   -0 00 49.8
 KV4445;SPC NY L     -   175,922.39    978,379.40   sFT  1.00000100   -0 00 49.8
 KV4445;SPC NJ       -   201,743.039   190,496.287   MT  0.99992018   +0 18 43.0
 KV4445;SPC NJ       -   661,885.29    624,986.57   sFT  0.99992018   +0 18 43.0
 KV4445;SPC NY E     -   201,743.039   190,496.287   MT  0.99992018   +0 18 43.0
 KV4445;SPC NY E     -   661,885.29    624,986.57   sFT  0.99992018   +0 18 43.0
 KV4445;UTM  18      - 4,500,314.504   582,757.390   MT  0.99968430   +0 38 15.7
 KV4445
 KV4445                          SUPERSEDED SURVEY CONTROL
 KV4445
 KV4445  NAD 83(1996)-  40 38 58.34757(N)    074 01 16.16155(W) AD(       ) 4
 KV4445  NAD 83(1992)-  40 38 58.34751(N)    074 01 16.16160(W) AD(       ) 4
 KV4445  NAD 83(1986)-  40 38 58.34760(N)    074 01 16.16160(W) AD(       ) 4
 KV4445  NAD 27      -  40 38 57.97700(N)    074 01 17.65500(W) AD(       ) 3
 KV4445
 KV4445.Superseded values are not recommended for survey control.
 KV4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4445.See file dsdata.txt to determine how the superseded data were derived.
 KV4445
 KV4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8275700315(NAD 83)
 KV4445_MARKER: 85 = CHIMNEY
 KV4445
 KV4445  HISTORY     - Date     Condition        Report By
 KV4445  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4445
 KV4445                          STATION DESCRIPTION
 KV4445
 KV4445'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4445'THE LARGE DIAMETER, BELL TOPPED CHIMNEY OF THE METROPOLITAN
 KV4445'ENGINE COMPANY AT 5208 FIRST AVENUE.  THE FACTORY AND CHIMNEY
 KV4445'ARE OF RED BRICK.  THE ROUND CHIMNEY RISING FROM ITS ROOF.  THIS
 KV4445'IS READILY DISTINGUISHABLE AS THE STOCKIEST CHIMNEY ALONG THE
 KV4445'BAY RIDGE WATERFRONT.
 KV4445'
 KV4445'THE STATION IS THE CHIMNEY TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4376 ***********************************************************************
 KV4376  DESIGNATION -  BAY RIDGE PS 169 CHIMNEY
 KV4376  PID         -  KV4376
 KV4376  STATE/COUNTY-  NY/KINGS
 KV4376  USGS QUAD   -  JERSEY CITY (1981)
 KV4376
 KV4376                         *CURRENT SURVEY CONTROL
 KV4376  ___________________________________________________________________
 KV4376* NAD 83(1996)-  40 38 44.85530(N)    074 00 06.86050(W)     ADJUSTED  
 KV4376* NAVD 88     -                                                        
 KV4376  ___________________________________________________________________
 KV4376  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KV4376  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV4376
 KV4376  HORZ ORDER  -  THIRD
 KV4376
 KV4376.The horizontal coordinates were established by classical geodetic methods
 KV4376.and adjusted by the National Geodetic Survey in January 1999..
 KV4376
 KV4376
 KV4376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4376
 KV4376.The geoid height was determined by GEOID03.
 KV4376
 KV4376;                    North         East     Units Scale Factor Converg.
 KV4376;SPC NY L     -    53,204.848   299,838.809   MT  1.00000123   -0 00 04.5
 KV4376;SPC NY L     -   174,556.24    983,721.16   sFT  1.00000123   -0 00 04.5
 KV4376;SPC NY E     -   201,335.931   192,126.667   MT  0.99992184   +0 19 28.0
 KV4376;SPC NY E     -   660,549.63    630,335.57   sFT  0.99992184   +0 19 28.0
 KV4376;SPC NJ       -   201,335.931   192,126.667   MT  0.99992184   +0 19 28.0
 KV4376;SPC NJ       -   660,549.63    630,335.57   sFT  0.99992184   +0 19 28.0
 KV4376;UTM  18      - 4,499,916.766   584,389.675   MT  0.99968766   +0 39 00.6
 KV4376
 KV4376                          SUPERSEDED SURVEY CONTROL
 KV4376
 KV4376  NAD 83(1996)-  40 38 44.85616(N)    074 00 06.85970(W) AD(       ) 4
 KV4376  NAD 83(1992)-  40 38 44.85628(N)    074 00 06.85974(W) AD(       ) 4
 KV4376  NAD 83(1986)-  40 38 44.85583(N)    074 00 06.86033(W) AD(       ) 4
 KV4376  NAD 27      -  40 38 44.48700(N)    074 00 08.35100(W) AD(       ) 3
 KV4376
 KV4376.Superseded values are not recommended for survey control.
 KV4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4376.See file dsdata.txt to determine how the superseded data were derived.
 KV4376
 KV4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8439099917(NAD 83)
 KV4376_MARKER: 85 = CHIMNEY
 KV4376
 KV4376  HISTORY     - Date     Condition        Report By
 KV4376  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4376
 KV4376                          STATION DESCRIPTION
 KV4376
 KV4376'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4376'THE HUGE, SHORT SQUARE CHIMNEY SHOWING PROMINENTLY ON THE
 KV4376'SKY-LINE ATOP PUBLIC SCHOOL NO. 169, ON THE E SIDE OF 7TH
 KV4376'AVENUE BETWEEN 43RD AND 44TH STREETS.  THE BUILDING AND
 KV4376'CHIMNEY ARE OF RED BRICK.
 KV4376'
 KV4376'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE
 KV4376'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4369 ***********************************************************************
 KV4369  DESIGNATION -  BAY RIDGE ST MICHAELS CH TWR
 KV4369  PID         -  KV4369
 KV4369  STATE/COUNTY-  NY/KINGS
 KV4369  USGS QUAD   -  JERSEY CITY (1981)
 KV4369
 KV4369                         *CURRENT SURVEY CONTROL
 KV4369  ___________________________________________________________________
 KV4369* NAD 83(1996)-  40 39 03.25292(N)    074 00 29.88567(W)     ADJUSTED  
 KV4369* NAVD 88     -                                                        
 KV4369  ___________________________________________________________________
 KV4369  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 KV4369  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4369
 KV4369  HORZ ORDER  -  THIRD
 KV4369
 KV4369.The horizontal coordinates were established by classical geodetic methods
 KV4369.and adjusted by the National Geodetic Survey in January 1999..
 KV4369
 KV4369
 KV4369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4369
 KV4369.The geoid height was determined by GEOID03.
 KV4369
 KV4369;                    North         East     Units Scale Factor Converg.
 KV4369;SPC NY L     -    53,772.381   299,297.873   MT  1.00000091   -0 00 19.5
 KV4369;SPC NY L     -   176,418.22    981,946.44   sFT  1.00000091   -0 00 19.5
 KV4369;SPC NJ       -   201,900.334   191,582.557   MT  0.99992128   +0 19 13.2
 KV4369;SPC NJ       -   662,401.35    628,550.44   sFT  0.99992128   +0 19 13.2
 KV4369;SPC NY E     -   201,900.334   191,582.557   MT  0.99992128   +0 19 13.2
 KV4369;SPC NY E     -   662,401.35    628,550.44   sFT  0.99992128   +0 19 13.2
 KV4369;UTM  18      - 4,500,477.935   583,842.493   MT  0.99968652   +0 38 45.9
 KV4369
 KV4369                          SUPERSEDED SURVEY CONTROL
 KV4369
 KV4369  NAD 83(1996)-  40 39 03.25337(N)    074 00 29.88588(W) AD(       ) 4
 KV4369  NAD 83(1992)-  40 39 03.25341(N)    074 00 29.88612(W) AD(       ) 4
 KV4369  NAD 83(1986)-  40 39 03.25334(N)    074 00 29.88586(W) AD(       ) 4
 KV4369  NAD 27      -  40 39 02.88200(N)    074 00 31.38100(W) AD(       ) 3
 KV4369
 KV4369.Superseded values are not recommended for survey control.
 KV4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4369.See file dsdata.txt to determine how the superseded data were derived.
 KV4369
 KV4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8384200478(NAD 83)
 KV4369_MARKER: 91 = CHURCH CROSS
 KV4369
 KV4369  HISTORY     - Date     Condition        Report By
 KV4369  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4369
 KV4369                          STATION DESCRIPTION
 KV4369
 KV4369'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4369'THE TALL, MINARET LIKE SPIRE OF SAINT MICHAELS CHURCH, ON THE E
 KV4369'SIDE OF FOURTH AVENUE BETWEEN 42ND AND 43RD STREETS.  THE CHURCH
 KV4369'IS OF RED BRICK, THE SQUARE TOWER RISING FROM ITS E END
 KV4369'SURMOUNTED BY A WHITE-TILED, PINEAPPLE-SHAPED SPIRE.
 KV4369'
 KV4369'THE STATION IS THE CROSS ATOP THE SPIRE-APEX, APPROXIMATELY 150
 KV4369'FEET ABOVE GROUND.
 KV4369'
 KV4369'CENTER LINE OF FOURTH AVENUE, 22.4 METERS.  CENTER LINE OF 42ND
 KV4369'STREET, 24.5 METERS.  NE CORNER OF BUILDING, 17.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4372 ***********************************************************************
 KV4372  DESIGNATION -  BAY RIDGE USN SUPPLY DEPOT CHY
 KV4372  PID         -  KV4372
 KV4372  STATE/COUNTY-  NY/KINGS
 KV4372  USGS QUAD   -  JERSEY CITY (1981)
 KV4372
 KV4372                         *CURRENT SURVEY CONTROL
 KV4372  ___________________________________________________________________
 KV4372* NAD 83(1996)-  40 39 33.66399(N)    074 00 19.77838(W)     ADJUSTED  
 KV4372* NAVD 88     -                                                        
 KV4372  ___________________________________________________________________
 KV4372  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KV4372  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4372
 KV4372  HORZ ORDER  -  THIRD
 KV4372
 KV4372.The horizontal coordinates were established by classical geodetic methods
 KV4372.and adjusted by the National Geodetic Survey in January 1999..
 KV4372
 KV4372
 KV4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4372
 KV4372.The geoid height was determined by GEOID03.
 KV4372
 KV4372;                    North         East     Units Scale Factor Converg.
 KV4372;SPC NY L     -    54,710.437   299,535.390   MT  1.00000041   -0 00 12.9
 KV4372;SPC NY L     -   179,495.83    982,725.69   sFT  1.00000041   -0 00 12.9
 KV4372;SPC NJ       -   202,839.651   191,814.718   MT  0.99992151   +0 19 19.9
 KV4372;SPC NJ       -   665,483.09    629,312.12   sFT  0.99992151   +0 19 19.9
 KV4372;SPC NY E     -   202,839.651   191,814.718   MT  0.99992151   +0 19 19.9
 KV4372;SPC NY E     -   665,483.09    629,312.12   sFT  0.99992151   +0 19 19.9
 KV4372;UTM  18      - 4,501,418.336   584,069.257   MT  0.99968699   +0 38 52.9
 KV4372
 KV4372                          SUPERSEDED SURVEY CONTROL
 KV4372
 KV4372  NAD 83(1996)-  40 39 33.66411(N)    074 00 19.77877(W) AD(       ) 4
 KV4372  NAD 83(1992)-  40 39 33.66403(N)    074 00 19.77909(W) AD(       ) 4
 KV4372  NAD 83(1986)-  40 39 33.66435(N)    074 00 19.77884(W) AD(       ) 4
 KV4372  NAD 27      -  40 39 33.29300(N)    074 00 21.27800(W) AD(       ) 3
 KV4372
 KV4372.Superseded values are not recommended for survey control.
 KV4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4372.See file dsdata.txt to determine how the superseded data were derived.
 KV4372
 KV4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8406901418(NAD 83)
 KV4372_MARKER: 85 = CHIMNEY
 KV4372
 KV4372  HISTORY     - Date     Condition        Report By
 KV4372  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4372
 KV4372                          STATION DESCRIPTION
 KV4372
 KV4372'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4372'THE LARGE YELLOW CHIMNEY OF THE U.S. NAVAL SUPPLY DEPOT ON 2ND
 KV4372'AVENUE BETWEEN 30TH AND 32ND STREETS.  IT RISES FROM THE ROOF
 KV4372'OF A CONCRETE WAREHOUSE -- AN ORDINARY ROUND, BRICK TYPE.
 KV4372'
 KV4372'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4372'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2441 ***********************************************************************
 KU2441  DESIGNATION -  BAY SHORE CATH CH SPIRE
 KU2441  PID         -  KU2441
 KU2441  STATE/COUNTY-  NY/SUFFOLK
 KU2441  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2441
 KU2441                         *CURRENT SURVEY CONTROL
 KU2441  ___________________________________________________________________
 KU2441* NAD 83(1996)-  40 43 10.09606(N)    073 15 09.76850(W)     ADJUSTED  
 KU2441* NAVD 88     -                                                        
 KU2441  ___________________________________________________________________
 KU2441  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KU2441  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU2441
 KU2441  HORZ ORDER  -  THIRD
 KU2441
 KU2441.The horizontal coordinates were established by classical geodetic methods
 KU2441.and adjusted by the National Geodetic Survey in January 1999..
 KU2441
 KU2441
 KU2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2441
 KU2441.The geoid height was determined by GEOID03.
 KU2441
 KU2441;                    North         East     Units Scale Factor Converg.
 KU2441;SPC NY L     -    61,655.932   363,137.982   MT  0.99999749   +0 29 19.6
 KU2441;SPC NY L     -   202,282.84  1,191,395.20   sFT  0.99999749   +0 29 19.6
 KU2441;UTM  18      - 4,509,084.636   647,574.202   MT  0.99986806   +1 08 24.2
 KU2441
 KU2441                          SUPERSEDED SURVEY CONTROL
 KU2441
 KU2441  NAD 83(1996)-  40 43 10.09871(N)    073 15 09.76809(W) AD(       ) 4
 KU2441  NAD 83(1992)-  40 43 10.09800(N)    073 15 09.76779(W) AD(       ) 4
 KU2441  NAD 83(1986)-  40 43 10.10026(N)    073 15 09.76849(W) AD(       ) 4
 KU2441  NAD 27      -  40 43 09.74698(N)    073 15 11.34890(W) AD(       ) 3
 KU2441
 KU2441.Superseded values are not recommended for survey control.
 KU2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2441.See file dsdata.txt to determine how the superseded data were derived.
 KU2441
 KU2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4757409085(NAD 83)
 KU2441_MARKER: 90 = CHURCH SPIRE
 KU2441
 KU2441  HISTORY     - Date     Condition        Report By
 KU2441  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2441  HISTORY     - 1967     GOOD             CGS
 KU2441  HISTORY     - 1984     GOOD             USCG
 KU2441  HISTORY     - 1985     GOOD             USPSQD
 KU2441  HISTORY     - 20020718 GOOD             USPSQD
 KU2441  HISTORY     - 20050806 GOOD             USPSQD
 KU2441
 KU2441                          STATION DESCRIPTION
 KU2441
 KU2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2441'ON THE N SIDE OF MAIN STREET E OF N CLINTON AVENUE.  THE STATION
 KU2441'IS THE CROSS ATOP THE SMALL COPPER CUPOLA OF ST. PATRICKS CATHOLIC
 KU2441'CHURCH.  THE CUPOLA RISES FROM THE CENTER OF THE OCTAGONAL, RED
 KU2441'TILED ROOF TOWER, WHICH RISES FROM THE ROOF NEAR THE REAR OF THE
 KU2441'CHURCH.  THE CHURCH IS AN IRREGULAR SHAPED STRUCTURE OF CREAM
 KU2441'COLORED BRICK WITH RED-TILED ROOF.  HEIGHT APPROXIMATELY 100 FEET.
 KU2441
 KU2441                          STATION RECOVERY (1967)
 KU2441
 KU2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2441'THE STATION WAS RECOVERED AS DESCRIBED BY R.P.E.
 KU2441'
 KU2441'THE POINT INTERSECTED WAS THE BASE OF THE CROSS AND THE OVER-ALL
 KU2441'HEIGHT IS ABOUT 100 FEET.
 KU2441
 KU2441                          STATION RECOVERY (1984)
 KU2441
 KU2441'RECOVERY NOTE BY US COAST GUARD 1984 (JMD)
 KU2441'STATION FOUND GOOD.
 KU2441'STATION RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION GOOD.
 KU2441'ADDITIONAL INFORMATION--LILCO POWER POLE DIRECTLY ACROSS THE
 KU2441'STREET, SE OF CHURCH ENTRANCE.  POLE NO. LIL 1559.
 KU2441
 KU2441                          STATION RECOVERY (1985)
 KU2441
 KU2441'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU2441'STATION RECOVERED IN GOOD CONDITION.
 KU2441'DESCRIPTION ADEQUATE.
 KU2441
 KU2441                          STATION RECOVERY (2002)
 KU2441
 KU2441'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2441'RECOVERED IN GOOD CONDITION.
 KU2441
 KU2441                          STATION RECOVERY (2005)
 KU2441
 KU2441'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2440 ***********************************************************************
 KU2440  DESIGNATION -  BAY SHORE HIGH SCHOOL CUPOLA
 KU2440  PID         -  KU2440
 KU2440  STATE/COUNTY-  NY/SUFFOLK
 KU2440  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2440
 KU2440                         *CURRENT SURVEY CONTROL
 KU2440  ___________________________________________________________________
 KU2440* NAD 83(1996)-  40 43 54.25160(N)    073 15 18.13416(W)     ADJUSTED  
 KU2440* NAVD 88     -                                                        
 KU2440  ___________________________________________________________________
 KU2440  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KU2440  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU2440
 KU2440  HORZ ORDER  -  THIRD
 KU2440
 KU2440.The horizontal coordinates were established by classical geodetic methods
 KU2440.and adjusted by the National Geodetic Survey in January 1999..
 KU2440
 KU2440
 KU2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2440
 KU2440.The geoid height was determined by GEOID03.
 KU2440
 KU2440;                    North         East     Units Scale Factor Converg.
 KU2440;SPC NY L     -    63,016.265   362,930.067   MT  0.99999702   +0 29 14.2
 KU2440;SPC NY L     -   206,745.86  1,190,713.06   sFT  0.99999702   +0 29 14.2
 KU2440;UTM  18      - 4,510,442.342   647,350.863   MT  0.99986725   +1 08 19.8
 KU2440
 KU2440                          SUPERSEDED SURVEY CONTROL
 KU2440
 KU2440  NAD 83(1996)-  40 43 54.25420(N)    073 15 18.13372(W) AD(       ) 4
 KU2440  NAD 83(1992)-  40 43 54.25347(N)    073 15 18.13336(W) AD(       ) 4
 KU2440  NAD 83(1986)-  40 43 54.25578(N)    073 15 18.13418(W) AD(       ) 4
 KU2440  NAD 27      -  40 43 53.90173(N)    073 15 19.71225(W) AD(       ) 3
 KU2440
 KU2440.Superseded values are not recommended for survey control.
 KU2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2440.See file dsdata.txt to determine how the superseded data were derived.
 KU2440
 KU2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4735110442(NAD 83)
 KU2440_MARKER: 86 = CUPOLA
 KU2440
 KU2440  HISTORY     - Date     Condition        Report By
 KU2440  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2440  HISTORY     - 1984     GOOD             USCG
 KU2440  HISTORY     - 1985     GOOD             USPSQD
 KU2440  HISTORY     - 20020718 GOOD             USPSQD
 KU2440  HISTORY     - 20050806 GOOD             USPSQD
 KU2440
 KU2440                          STATION DESCRIPTION
 KU2440
 KU2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2440'THE POINT INTERSECTED WAS THE APEX OF THE SILVER TOPPED CUPOLA
 KU2440'WHICH SETS ATOP AN OCTAGON TOWER WITH LOUVERED OPENINGS.  THE
 KU2440'TOWER IS PAINTED GREY AND RISES FROM THE CENTER OF THE MAIN SCHOOL
 KU2440'BUILDING TO AN OVER-ALL HEIGHT OF 85 FEET.  THERE IS A SMALL METAL
 KU2440'WEATHER VANE SHAPED LIKE A SAILING BOAT ATOP THE APEX OF THE CUPOLA.
 KU2440'
 KU2440'THE BAY SHORE HIGH SCHOOL IS LOCATED AT THE INTERSECTION OF 3RD
 KU2440'AVENUE AND PERKAL STREET IN BAY SHORE.
 KU2440
 KU2440                          STATION RECOVERY (1984)
 KU2440
 KU2440'RECOVERY NOTE BY US COAST GUARD 1984 (JMD)
 KU2440'STATION FOUND GOOD.
 KU2440'STATION RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION GOOD.
 KU2440
 KU2440                          STATION RECOVERY (1985)
 KU2440
 KU2440'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU2440'STATION RECOVERED IN GOOD CONDITION.
 KU2440'DESCRIPTION ADEQUATE.
 KU2440
 KU2440                          STATION RECOVERY (2002)
 KU2440
 KU2440'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2440'RECOVERED IN GOOD CONDITION.
 KU2440
 KU2440                          STATION RECOVERY (2005)
 KU2440
 KU2440'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2416 ***********************************************************************
 KU2416  DESIGNATION -  BAY SHORE METH CHURCH SPIRE
 KU2416  PID         -  KU2416
 KU2416  STATE/COUNTY-  NY/SUFFOLK
 KU2416  USGS QUAD   -  BAY SHORE EAST (1979)
 KU2416
 KU2416                         *CURRENT SURVEY CONTROL
 KU2416  ___________________________________________________________________
 KU2416* NAD 83(1996)-  40 43 24.42862(N)    073 14 44.01361(W)     ADJUSTED  
 KU2416* NAVD 88     -                                                        
 KU2416  ___________________________________________________________________
 KU2416  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 KU2416  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU2416
 KU2416  HORZ ORDER  -  THIRD
 KU2416
 KU2416.The horizontal coordinates were established by classical geodetic methods
 KU2416.and adjusted by the National Geodetic Survey in January 1999..
 KU2416
 KU2416
 KU2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2416
 KU2416.The geoid height was determined by GEOID03.
 KU2416
 KU2416;                    North         East     Units Scale Factor Converg.
 KU2416;SPC NY L     -    62,103.209   363,738.610   MT  0.99999733   +0 29 36.5
 KU2416;SPC NY L     -   203,750.28  1,193,365.76   sFT  0.99999733   +0 29 36.5
 KU2416;UTM  18      - 4,509,538.654   648,169.630   MT  0.99987023   +1 08 41.4
 KU2416
 KU2416                          SUPERSEDED SURVEY CONTROL
 KU2416
 KU2416  NAD 83(1996)-  40 43 24.43119(N)    073 14 44.01315(W) AD(       ) 4
 KU2416  NAD 83(1992)-  40 43 24.43046(N)    073 14 44.01282(W) AD(       ) 4
 KU2416  NAD 83(1986)-  40 43 24.43277(N)    073 14 44.01347(W) AD(       ) 4
 KU2416  NAD 27      -  40 43 24.07903(N)    073 14 45.58634(W) AD(       ) 3
 KU2416
 KU2416.Superseded values are not recommended for survey control.
 KU2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2416.See file dsdata.txt to determine how the superseded data were derived.
 KU2416
 KU2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4817009539(NAD 83)
 KU2416_MARKER: 91 = CHURCH CROSS
 KU2416
 KU2416  HISTORY     - Date     Condition        Report By
 KU2416  HISTORY     - 1909     FIRST OBSERVED   CGS
 KU2416  HISTORY     - 1933     GOOD             CGS
 KU2416  HISTORY     - 1949     GOOD             CGS
 KU2416  HISTORY     - 1967     GOOD             CGS
 KU2416  HISTORY     - 1984     GOOD             USCG
 KU2416  HISTORY     - 1985     GOOD             USPSQD
 KU2416  HISTORY     - 20050806 GOOD             USPSQD
 KU2416
 KU2416                          STATION DESCRIPTION
 KU2416
 KU2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (EBL)
 KU2416'THE METHODIST EPISCOPAL CHURCH ON NE SIDE OF MAIN STREET (OR
 KU2416'SOUTH COUNTRY OR MERRICK ROAD) IN THE TOWN OF BAY SHORE.  POINT
 KU2416'DETERMINED WAS THE GALVANIZED IRON CROSS ON THE W END OF THE
 KU2416'CHURCH.
 KU2416
 KU2416                          STATION RECOVERY (1933)
 KU2416
 KU2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2416'RECOVERED IN GOOD CONDITION ACCORDING TO 1909 DESCRIPTION OF
 KU2416'E.B. LATHAM.  ADDITIONAL DESCRIPTION FOLLOWS--
 KU2416'
 KU2416'THE GRAYISH WHITE OCTAGONAL WOODEN SHINGLED SPIRE OF THE
 KU2416'BAYSHORE METHODIST CHURCH ON THE N SIDE OF E MAIN STREET
 KU2416'(MONTAUK HIGHWAY) BETWEEN N BAYSHORE AVENUE, AND SECOND
 KU2416'AVENUE.  THE SPIRE RISES FROM A SQUARE BASE AT THE SW CORNER OF
 KU2416'THE IRREGULAR SHAPED WHITE SHINGLED BUILDING AND IS SURMOUNTED
 KU2416'BY A CROSS.  HEIGHT APPROXIMATELY 100 FEET.
 KU2416
 KU2416                          STATION RECOVERY (1949)
 KU2416
 KU2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2416'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 KU2416'IS ADEQUATE.
 KU2416
 KU2416                          STATION RECOVERY (1967)
 KU2416
 KU2416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2416'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1933 RECOVERY
 KU2416'DESCRIPTION BY R.P.E.
 KU2416'
 KU2416'NOTE--THIS STATION HAS THREE DIFFERENT NAMES.  THEY ARE AS
 KU2416'SHOWN BELOW.
 KU2416'
 KU2416'G.P. NAME--BAYSHORE, METH. CHURCH SPIRE 1909
 KU2416'
 KU2416'1909 DESCRIPTION NAME--BAYSHORE METHODIST CHURCH
 KU2416'
 KU2416'1933 RECOVERY DESCRIPTION NAME--SPIRE (BAYSHORE METHODIST)
 KU2416
 KU2416                          STATION RECOVERY (1984)
 KU2416
 KU2416'RECOVERY NOTE BY US COAST GUARD 1984 (JMD)
 KU2416'STATION FOUND GOOD.
 KU2416'STATION RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION GOOD.
 KU2416
 KU2416                          STATION RECOVERY (1985)
 KU2416
 KU2416'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU2416'STATION RECOVERED IN GOOD CONDITION.
 KU2416'DESCRIPTION ADEQUATE.
 KU2416
 KU2416                          STATION RECOVERY (2005)
 KU2416
 KU2416'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2393 ***********************************************************************
 KU2393  DESIGNATION -  BAY SHORE WATER TANK
 KU2393  PID         -  KU2393
 KU2393  STATE/COUNTY-  NY/SUFFOLK
 KU2393  USGS QUAD   -  BAY SHORE EAST (1979)
 KU2393
 KU2393                         *CURRENT SURVEY CONTROL
 KU2393  ___________________________________________________________________
 KU2393* NAD 83(1996)-  40 43 56.23667(N)    073 13 59.54881(W)     ADJUSTED  
 KU2393* NAVD 88     -                                                        
 KU2393  ___________________________________________________________________
 KU2393  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KU2393  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU2393
 KU2393  HORZ ORDER  -  THIRD
 KU2393
 KU2393.The horizontal coordinates were established by classical geodetic methods
 KU2393.and adjusted by the National Geodetic Survey in January 1999..
 KU2393
 KU2393
 KU2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2393
 KU2393.The geoid height was determined by GEOID03.
 KU2393
 KU2393;                    North         East     Units Scale Factor Converg.
 KU2393;SPC NY L     -    63,093.408   364,773.492   MT  0.99999700   +0 30 05.6
 KU2393;SPC NY L     -   206,998.96  1,196,761.03   sFT  0.99999700   +0 30 05.6
 KU2393;UTM  18      - 4,510,540.430   649,193.059   MT  0.99987397   +1 09 11.1
 KU2393
 KU2393                          SUPERSEDED SURVEY CONTROL
 KU2393
 KU2393  NAD 83(1996)-  40 43 56.23923(N)    073 13 59.54844(W) AD(       ) 4
 KU2393  NAD 83(1992)-  40 43 56.23845(N)    073 13 59.54810(W) AD(       ) 4
 KU2393  NAD 83(1986)-  40 43 56.24090(N)    073 13 59.54886(W) AD(       ) 4
 KU2393  NAD 27      -  40 43 55.88710(N)    073 14 01.12916(W) AD(       ) 3
 KU2393
 KU2393.Superseded values are not recommended for survey control.
 KU2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2393.See file dsdata.txt to determine how the superseded data were derived.
 KU2393
 KU2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4919310540(NAD 83)
 KU2393_MARKER: 53 = ELEVATED TANK
 KU2393_SETTING: 0 = UNSPECIFIED SETTING
 KU2393
 KU2393  HISTORY     - Date     Condition        Report By
 KU2393  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2393  HISTORY     - 1984     GOOD             USCG
 KU2393  HISTORY     - 1985     GOOD             USPSQD
 KU2393  HISTORY     - 20050806 GOOD             USPSQD
 KU2393
 KU2393                          STATION DESCRIPTION
 KU2393
 KU2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2393'THE STATION IS LOCATED 0.2 MILE WEST OF THE INTERSECTION OF MOFFIT
 KU2393'BOULEVARD AND SAXON AVENUE IN BAY SHORE.
 KU2393'
 KU2393'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP A LARGE
 KU2393'DARK GRAY METAL WATER TANK SUPPORTED BY 8 LEGS AND THE OVER-ALL
 KU2393'HEIGHT IS ABOUT 140 FEET.
 KU2393'
 KU2393'THE TANK IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY.
 KU2393
 KU2393                          STATION RECOVERY (1984)
 KU2393
 KU2393'RECOVERY NOTE BY US COAST GUARD 1984 (JMD)
 KU2393'STATION FOUND GOOD.
 KU2393'STATION RECOVERED IN EXCELLENT CONDITION, DESCRIPTION GOOD.
 KU2393
 KU2393                          STATION RECOVERY (1985)
 KU2393
 KU2393'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU2393'STATION RECOVERED IN GOOD CONDITION.
 KU2393'DESCRIPTION ADEQUATE.
 KU2393
 KU2393                          STATION RECOVERY (2005)
 KU2393
 KU2393'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2419 ***********************************************************************
 KU2419  DESIGNATION -  BAYBERRY
 KU2419  PID         -  KU2419
 KU2419  STATE/COUNTY-  NY/SUFFOLK
 KU2419  USGS QUAD   -  BAY SHORE EAST (1979)
 KU2419
 KU2419                         *CURRENT SURVEY CONTROL
 KU2419  ___________________________________________________________________
 KU2419* NAD 83(1996)-  40 38 58.79041(N)    073 09 24.82918(W)     ADJUSTED  
 KU2419* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 KU2419  ___________________________________________________________________
 KU2419  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KU2419  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU2419
 KU2419  HORZ ORDER  -  SECOND
 KU2419
 KU2419.The horizontal coordinates were established by classical geodetic methods
 KU2419.and adjusted by the National Geodetic Survey in January 1999..
 KU2419
 KU2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2419
 KU2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2419
 KU2419.The geoid height was determined by GEOID03.
 KU2419
 KU2419;                    North         East     Units Scale Factor Converg.
 KU2419;SPC NY L     -    53,977.858   371,307.857   MT  1.00000099   +0 33 05.3
 KU2419;SPC NY L     -   177,092.36  1,218,199.19   sFT  1.00000099   +0 33 05.3
 KU2419;UTM  18      - 4,501,500.671   655,829.747   MT  0.99989890   +1 12 03.2
 KU2419
 KU2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2419!SPC NY L     -   1.00000476  x   1.00000099  =   1.00000575
 KU2419!UTM  18      -   1.00000476  x   0.99989890  =   0.99990366
 KU2419
 KU2419|---------------------------------------------------------------------|
 KU2419| PID    Reference Object                     Distance      Geod. Az  |
 KU2419|                                                           dddmmss.s |
 KU2419| CB6605 BAYBERRY RM 1                        11.839 METERS 15442     |
 KU2419| CB6606 BAYBERRY RM 2                        17.988 METERS 18605     |
 KU2419| KU2403 SIDEWALK                            APPROX. 3.4 KM 2560040.0 |
 KU2419|---------------------------------------------------------------------|
 KU2419
 KU2419                          SUPERSEDED SURVEY CONTROL
 KU2419
 KU2419  NAD 83(1996)-  40 38 58.79324(N)    073 09 24.82938(W) AD(       ) 2
 KU2419  NAD 83(1992)-  40 38 58.79237(N)    073 09 24.82939(W) AD(       ) 2
 KU2419  NAD 83(1986)-  40 38 58.79545(N)    073 09 24.82913(W) AD(       ) 2
 KU2419  NAD 27      -  40 38 58.43814(N)    073 09 26.41972(W) AD(       ) 2
 KU2419  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 KU2419
 KU2419.Superseded values are not recommended for survey control.
 KU2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2419.See file dsdata.txt to determine how the superseded data were derived.
 KU2419
 KU2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5583001501(NAD 83)
 KU2419_MARKER: DS = TRIANGULATION STATION DISK
 KU2419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU2419
 KU2419  HISTORY     - Date     Condition        Report By
 KU2419  HISTORY     - 1962     MONUMENTED       CGS
 KU2419
 KU2419                          STATION DESCRIPTION
 KU2419
 KU2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2419'THE STATION IS LOCATED ON THE SOUTH SHORE OF THE GREAT SOUTH BAY,
 KU2419'NEAR THE FERRY DEPOT AND AT THE NORTH END OF BAY BERRY STREET IN THE
 KU2419'RESORT TOWN OF OCEAN BEACH.
 KU2419'
 KU2419'STATION MARK IS 41 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 KU2419'TENNIS COURT, 38 FEET NORTH OF THE NORTHWEST CORNER OF FERRY DEPOT,
 KU2419'20 FEET SOUTH OF THE BULKHEAD, 18 FEET NORTH OF A POWER POLE AND
 KU2419'4.2 FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK
 KU2419'CEMENTED IN THE TOP OF A 4-INCH IRON PIPE, WHICH PROJECTS
 KU2419'6-INCHES AND STAMPED BAYBERRY 1962.
 KU2419'
 KU2419'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF THE NORTHWEST
 KU2419'CORNER OF FERRY DEPOT.  THE MARK IS A STANDARD DISK CEMENTED
 KU2419'IN A DRILL HOLE IN A SIDEWALK, FLUSH AND STAMPED BAYBERRY NO 1
 KU2419'1962.
 KU2419'
 KU2419'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE NORTHWEST CORNER OF
 KU2419'FERRY DEPOT AND AND 26 FEET SOUTH OF THE NORTHEAST CORNER OF
 KU2419'TENNIS COURT.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 KU2419'HOLE IN A SIDEWALK, FLUSH AND STAMPED BAYBERRY NO 2 1962.
 KU2419'
 KU2419'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3747 ***********************************************************************
 KU3747  DESIGNATION -  BAYCHESTER 1903
 KU3747  PID         -  KU3747
 KU3747  STATE/COUNTY-  NY/BRONX
 KU3747  USGS QUAD   -  FLUSHING (1979)
 KU3747
 KU3747                         *CURRENT SURVEY CONTROL
 KU3747  ___________________________________________________________________
 KU3747* NAD 83(1996)-  40 51 21.61629(N)    073 50 01.91586(W)     ADJUSTED  
 KU3747* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU3747  ___________________________________________________________________
 KU3747  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 KU3747  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU3747
 KU3747  HORZ ORDER  -  SECOND
 KU3747
 KU3747.The horizontal coordinates were established by classical geodetic methods
 KU3747.and adjusted by the National Geodetic Survey in January 1999..
 KU3747
 KU3747.The orthometric height was scaled from a topographic map.
 KU3747
 KU3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3747
 KU3747.The geoid height was determined by GEOID03.
 KU3747
 KU3747;                    North         East     Units Scale Factor Converg.
 KU3747;SPC NY E     -   224,771.676   206,161.712   MT  0.99993881   +0 26 08.8
 KU3747;SPC NY E     -   737,438.41    676,382.22   sFT  0.99993881   +0 26 08.8
 KU3747;SPC NY L     -    76,561.843   314,008.052   MT  0.99999491   +0 06 31.2
 KU3747;SPC NY L     -   251,186.65  1,030,208.08   sFT  0.99999491   +0 06 31.2
 KU3747;UTM  18      - 4,523,426.752   598,287.818   MT  0.99971890   +0 45 46.4
 KU3747
 KU3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3747!SPC NY E     -   1.00000401  x   0.99993881  =   0.99994282
 KU3747!SPC NY L     -   1.00000401  x   0.99999491  =   0.99999892
 KU3747!UTM  18      -   1.00000401  x   0.99971890  =   0.99972291
 KU3747
 KU3747:                Primary Azimuth Mark                     Grid Az
 KU3747:SPC NY E     -  PARKWAY 1903                             275 25 36.2
 KU3747:SPC NY L     -  PARKWAY 1903                             275 45 13.8
 KU3747:UTM  18      -  PARKWAY 1903                             275 05 58.6
 KU3747
 KU3747|---------------------------------------------------------------------|
 KU3747| PID    Reference Object                     Distance      Geod. Az  |
 KU3747|                                                           dddmmss.s |
 KU3747| KU3826 PARKWAY 1903                        APPROX. 1.9 KM 2755145.0 |
 KU3747|---------------------------------------------------------------------|
 KU3747
 KU3747                          SUPERSEDED SURVEY CONTROL
 KU3747
 KU3747  NAD 83(1996)-  40 51 21.61713(N)    073 50 01.91637(W) AD(       ) 2
 KU3747  NAD 83(1992)-  40 51 21.61591(N)    073 50 01.91720(W) AD(       ) 2
 KU3747  NAD 83(1986)-  40 51 21.61916(N)    073 50 01.91570(W) AD(       ) 2
 KU3747  NAD 27      -  40 51 21.25800(N)    073 50 03.43700(W) AD(       ) 2
 KU3747
 KU3747.Superseded values are not recommended for survey control.
 KU3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3747.See file dsdata.txt to determine how the superseded data were derived.
 KU3747
 KU3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9828823427(NAD 83)
 KU3747_MARKER: B = BOLT
 KU3747_SETTING: 0 = UNSPECIFIED SETTING
 KU3747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3747
 KU3747  HISTORY     - Date     Condition        Report By
 KU3747  HISTORY     - 1903     MONUMENTED       CGS
 KU3747  HISTORY     - 1932     MARK NOT FOUND   CGS
 KU3747
 KU3747                          STATION DESCRIPTION
 KU3747
 KU3747'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KU3747'THIS STATION CONSISTS OF AN 84-FOOT TRIPOD AND SCAFFOLD AND WAS
 KU3747'BUILT OVER A GRANITE MONUMENT WITH A COPPER BOLT IN CENTER, WHICH
 KU3747'MARKS THE S END OF THE OLD BAYCHESTER BASE LINE, THE BOLT HAS A
 KU3747'DEEP CUT IN IT RUNNING E AND W, AND THE STATION WHEN PLUMBED COMES
 KU3747'EXACTLY IN THE CENTER OF THE CUT AND BOLT.
 KU3747'
 KU3747'THE STATION IS JUST S OF PELHAM PARKWAY AND E OF THE HARLEM RIVER
 KU3747'BRANCH OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD IN THE
 KU3747'TOWN OF BAYCHESTER, WESTCHESTER COUNTY, BOROUGH OF THE BRONX, NEW
 KU3747'YORK CITY.
 KU3747'
 KU3747'THE STATION IS REACHED BY THE HARLEM BRANCH OF THE NEW YORK, NEW
 KU3747'HAVEN AND HARTFORD RAILROAD TO BAYCHESTER AND WALKING S TO PELHAM
 KU3747'PARKWAY.
 KU3747
 KU3747                          STATION RECOVERY (1932)
 KU3747
 KU3747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3747'STATION LOST.
 KU3747'
 KU3747'THE STATION SITE IS NOW COVERED BY AN EXTENSIVE DIRT AND ROCK FILL
 KU3747'APPROXIMATELY 30 FEET DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2459 ***********************************************************************
 MZ2459  DESIGNATION -  BAYER
 MZ2459  PID         -  MZ2459
 MZ2459  STATE/COUNTY-  NY/RENSSELAER
 MZ2459  USGS QUAD   -  ALBANY (1980)
 MZ2459
 MZ2459                         *CURRENT SURVEY CONTROL
 MZ2459  ___________________________________________________________________
 MZ2459* NAD 83(1996)-  42 37 54.35988(N)    073 45 02.84448(W)     ADJUSTED  
 MZ2459* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2459  ___________________________________________________________________
 MZ2459  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MZ2459  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MZ2459
 MZ2459  HORZ ORDER  -  THIRD
 MZ2459
 MZ2459.The horizontal coordinates were established by classical geodetic methods
 MZ2459.and adjusted by the National Geodetic Survey in January 1999..
 MZ2459
 MZ2459.The orthometric height was scaled from a topographic map.
 MZ2459
 MZ2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2459
 MZ2459.The geoid height was determined by GEOID03.
 MZ2459
 MZ2459;                    North         East     Units Scale Factor Converg.
 MZ2459;SPC NY E     -   422,041.414   211,448.844   MT  0.99994644   +0 30 26.8
 MZ2459;SPC NY E     - 1,384,647.54    693,728.42   sFT  0.99994644   +0 30 26.8
 MZ2459;UTM  18      - 4,720,680.749   602,427.642   MT  0.99972908   +0 50 46.1
 MZ2459
 MZ2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2459!SPC NY E     -   1.00000449  x   0.99994644  =   0.99995092
 MZ2459!UTM  18      -   1.00000449  x   0.99972908  =   0.99973356
 MZ2459
 MZ2459|---------------------------------------------------------------------|
 MZ2459| PID    Reference Object                     Distance      Geod. Az  |
 MZ2459|                                                           dddmmss.s |
 MZ2459| MZ2462 ALBANY DIKE 3                       359.263 METERS 00853     |
 MZ2459| MZ2512 PORT ELEVATOR                       APPROX. 1.5 KM 2111045.2 |
 MZ2459| MZ2454 SMALL ISLAND DIKE 3A                399.666 METERS 23014     |
 MZ2459| MZ2455 SMALL ISLAND DIKE 1                 266.113 METERS 26526     |
 MZ2459|---------------------------------------------------------------------|
 MZ2459
 MZ2459                          SUPERSEDED SURVEY CONTROL
 MZ2459
 MZ2459  NAD 83(1996)-  42 37 54.36226(N)    073 45 02.84561(W) AD(       ) 3
 MZ2459  NAD 83(1996)-  42 37 54.36249(N)    073 45 02.84561(W) AD(       ) 3
 MZ2459  NAD 83(1992)-  42 37 54.36273(N)    073 45 02.84532(W) AD(       ) 3
 MZ2459  NAD 83(1992)-  42 37 54.36295(N)    073 45 02.84535(W) AD(       ) 3
 MZ2459  NAD 83(1986)-  42 37 54.36319(N)    073 45 02.84467(W) AD(       ) 3
 MZ2459  NAD 27      -  42 37 54.08200(N)    073 45 04.40800(W) AD(       ) 3
 MZ2459
 MZ2459.Superseded values are not recommended for survey control.
 MZ2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2459.See file dsdata.txt to determine how the superseded data were derived.
 MZ2459
 MZ2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0242820681(NAD 83)
 MZ2459
 MZ2459  HISTORY     - Date     Condition        Report By
 MZ2459  HISTORY     - 1934     MONUMENTED       CGS
 MZ2459  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2459  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2459  HISTORY     - 1981     GOOD             LOCENG
 MZ2459
 MZ2459                          STATION DESCRIPTION
 MZ2459
 MZ2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2459'ON E SIDE OF HUDSON RIVER DIRECTLY ACROSS FROM THE STANDARD OIL
 MZ2459'COMPANY OF NEW YORK DOCKS, ON THE PROPERTY OF THE GENERAL
 MZ2459'ANILINE INCORPORATED.
 MZ2459'
 MZ2459'THE STATION IS A BRONZE SPIKE IN THE TOP OF THE CONCRETE DOCK
 MZ2459'80.25 FEET S OF THE N STEPS OF THE DOCK.
 MZ2459
 MZ2459                          STATION RECOVERY (1935)
 MZ2459
 MZ2459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2459'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL
 MZ2459'MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE RECOVERY
 MZ2459'AND TO ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2459
 MZ2459                          STATION RECOVERY (1969)
 MZ2459
 MZ2459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2459'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ALONG EAST
 MZ2459'SIDE OF THE HUDSON RIVER, ON WEST SIDE OF A FLAT, CONCRETE
 MZ2459'BUILDING WHICH SETS ACROSS THE ROAD FROM THE TRAFFIC LIGHT AT
 MZ2459'ENTRANCE TO THE WINTHROP PHARMACEUTICAL CO. PLANT.
 MZ2459'
 MZ2459'TO REACH STATION FROM THE POST OFFICE IN RENSSELAER, GO SOUTH
 MZ2459'ON MACADAM ROAD ALONG RIVER FOR 0.5 MILE TO TRAFFIC
 MZ2459'LIGHT.  CONTINUE AHEAD ABOUT 50 YARDS, THEN GO RIGHT, THROUGH
 MZ2459'WIRE MESH GATE, AND GO 0.05 MILE TO RIVER BANK AND STATION.
 MZ2459'
 MZ2459'STATION IS MARKED BY A 1/2-INCH-SQUARE, BRONZE PIN WITH
 MZ2459'PUNCH MARK IN CENTER, CEMENTED IN A DRILL HOLE IN TOP OF
 MZ2459'18-INCH-WIDE CONCRETE BULKHEAD.  IT IS 75 FEET SOUTH OF A WIRE
 MZ2459'MESH FENCE, 80.7 FEET SOUTH OF STEPS IN DIKE, AND ABOUT 12
 MZ2459'FEET ABOVE WATER LINE.
 MZ2459'
 MZ2459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2459'1/2-MILE SOUTH OF RENSSELAER.
 MZ2459
 MZ2459                          STATION RECOVERY (1981)
 MZ2459
 MZ2459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (GTO)
 MZ2459'STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1205 ***********************************************************************
 NC1205  DESIGNATION -  BAYGER
 NC1205  PID         -  NC1205
 NC1205  STATE/COUNTY-  NY/ERIE
 NC1205  USGS QUAD   -  HOLLAND (1979)
 NC1205
 NC1205                         *CURRENT SURVEY CONTROL
 NC1205  ___________________________________________________________________
 NC1205* NAD 83(1996)-  42 41 13.82621(N)    078 32 16.04893(W)     ADJUSTED  
 NC1205* NAVD 88     -       458.7    (meters)    1505.     (feet)  VERTCON   
 NC1205  ___________________________________________________________________
 NC1205  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 NC1205  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NC1205
 NC1205  HORZ ORDER  -  FIRST
 NC1205
 NC1205.The horizontal coordinates were established by classical geodetic methods
 NC1205.and adjusted by the National Geodetic Survey in January 1999..
 NC1205
 NC1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1205
 NC1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1205
 NC1205.The geoid height was determined by GEOID03.
 NC1205
 NC1205;                    North         East     Units Scale Factor Converg.
 NC1205;SPC NY W     -   298,421.458   353,732.086   MT  0.99993767   +0 01 51.2
 NC1205;SPC NY W     -   979,071.07  1,160,536.02   sFT  0.99993767   +0 01 51.2
 NC1205;UTM  17      - 4,729,016.410   701,710.789   MT  1.00010060   +1 40 11.7
 NC1205
 NC1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1205!SPC NY W     -   0.99993341  x   0.99993767  =   0.99987109
 NC1205!UTM  17      -   0.99993341  x   1.00010060  =   1.00003401
 NC1205
 NC1205|---------------------------------------------------------------------|
 NC1205| PID    Reference Object                     Distance      Geod. Az  |
 NC1205|                                                           dddmmss.s |
 NC1205| DE4854 BAYGER RM 1                          25.236 METERS 03740     |
 NC1205| DE4855 BAYGER RM 2                          25.379 METERS 14254     |
 NC1205| NC1212 HOLLAND ATT MICROWAVE KEM 46        APPROX. 3.2 KM 1660300.5 |
 NC1205| NC1217 COLDEN TV TOWER WKBW                APPROX. 8.7 KM 2303222.2 |
 NC1205| NC1268 COLDEN RAD STA WBEN FM MAST         APPROX. 7.9 KM 2464533.9 |
 NC1205| NC1222 WALES TV MAST WGR                   APPROX. 4.0 KM 3291305.8 |
 NC1205| DE4856 BAYGER RM 3                                        3544012.4 |
 NC1205|---------------------------------------------------------------------|
 NC1205
 NC1205                          SUPERSEDED SURVEY CONTROL
 NC1205
 NC1205  NAD 83(1986)-  42 41 13.83267(N)    078 32 16.04530(W) AD(       ) 1
 NC1205  NAD 27      -  42 41 13.61461(N)    078 32 16.96392(W) AD(       ) 1
 NC1205  NGVD 29 (07/19/86)  458.8    (m)         1505.     (f) VERT ANG       
 NC1205
 NC1205.Superseded values are not recommended for survey control.
 NC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1205.See file dsdata.txt to determine how the superseded data were derived.
 NC1205
 NC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0171129016(NAD 83)
 NC1205_MARKER: DS = TRIANGULATION STATION DISK
 NC1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1205
 NC1205  HISTORY     - Date     Condition        Report By
 NC1205  HISTORY     - 1973     MONUMENTED       NGS
 NC1205
 NC1205                          STATION DESCRIPTION
 NC1205
 NC1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1205'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE WYOMING-ERIE
 NC1205'COUNTY LINE, 3-1/4 MILES NORTH OF HOLLAND AND ON THE PROPERTY
 NC1205'OWNED BY MR. STEVE BARILEE.
 NC1205'
 NC1205'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 NC1205'HOLLAND, GO EASTERLY ON VERMONT STREET FOR 1.55 MILES TO A
 NC1205'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON VERMONT HILL ROAD FOR
 NC1205'2.75 MILES TO A SIDE ROAD RIGHT (CHURCH ROAD) AND THE STATION
 NC1205'ON THE LEFT AS DESCRIBED.
 NC1205'
 NC1205'STATION MARKS ARE STANDARD DISKS STAMPED BAYGER 1973.  THE
 NC1205'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 NC1205'THAT IS FLUSH WITH THE GROUND.  IT IS 36 FEET NORTHWEST OF THE
 NC1205'INTERSECTION OF VERMONT HILL ROAD AND CHURCH ROAD, 32 FEET WEST
 NC1205'OF THE CENTER OF VERMONT HILL ROAD, 30 FEET SOUTH OF THE CENTER
 NC1205'OF A GRAVEL DRIVE AND 12 FEET NORTHWEST OF A METAL WITNESS POST.
 NC1205'
 NC1205'REFERENCE MARK 1, STAMPED BAYGER NO 1 1973 IS A STANDARD DISK
 NC1205'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NC1205'THE GROUND.  IT IS 80 FEET NORTHEAST OF THE INTERSECTION OF
 NC1205'VERMONT HILL ROAD AND CHURCH ROAD, 20 FEET EAST OF THE CENTER OF
 NC1205'VERMONT HILL ROAD AND 3 FEET NORTHWEST OF A TELEPHONE POLE
 NC1205'NUMBERED 216.
 NC1205'
 NC1205'REFERENCE MARK 2, STAMPED BAYGER NO 2 1973 IS A STANDARD DISK
 NC1205'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NC1205'GROUND.  IT IS 55 FEET SOUTH OF THE CENTER OF CHURCH ROAD, 43 FEET
 NC1205'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 20 FEET
 NC1205'SOUTHWEST OF A 15-INCH TREE AND 17 FEET EAST OF THE CENTER OF
 NC1205'VERMONT HILL ROAD.
 NC1205'
 NC1205'REFERENCE MARK 3, STAMPED BAYGER NO 3 1973 IS A STANDARD DISK
 NC1205'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NC1205'THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE,
 NC1205'25 FEET WEST OF THE CENTER OF VERMONT HILL ROAD, 2.5 FEET SOUTH
 NC1205'OF A POWER POLE NUMBERED 93-4 AND 1.5 FEET SOUTHWEST OF A METAL
 NC1205'WITNESS POST.
 NC1205'
 NC1205'TO REACH REFERENCE MARK 3 FROM THE STATION GO NORTH ON VERMONT
 NC1205'HILL ROAD FOR 0.25 MILE TO THE REFERENCE MARK ON THE LEFT AS
 NC1205'DESCRIBED.
 NC1205'
 NC1205'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2290 ***********************************************************************
 KU2290  DESIGNATION -  BAYLES
 KU2290  PID         -  KU2290
 KU2290  STATE/COUNTY-  NY/SUFFOLK
 KU2290  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2290
 KU2290                         *CURRENT SURVEY CONTROL
 KU2290  ___________________________________________________________________
 KU2290* NAD 83(1996)-  40 51 22.38521(N)    073 08 33.31043(W)     ADJUSTED  
 KU2290* NAVD 88     -        35.0    (meters)     115.     (feet)  VERTCON   
 KU2290  ___________________________________________________________________
 KU2290  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 KU2290  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 KU2290
 KU2290  HORZ ORDER  -  FIRST
 KU2290
 KU2290.The horizontal coordinates were established by classical geodetic methods
 KU2290.and adjusted by the National Geodetic Survey in January 1999..
 KU2290
 KU2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2290
 KU2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2290
 KU2290.The geoid height was determined by GEOID03.
 KU2290
 KU2290;                    North         East     Units Scale Factor Converg.
 KU2290;SPC NY L     -    76,926.092   372,293.680   MT  0.99999491   +0 33 38.9
 KU2290;SPC NY L     -   252,381.69  1,221,433.52   sFT  0.99999491   +0 33 38.9
 KU2290;UTM  18      - 4,524,456.418   656,554.320   MT  0.99990167   +1 12 55.1
 KU2290
 KU2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2290!SPC NY L     -   0.99999934  x   0.99999491  =   0.99999425
 KU2290!UTM  18      -   0.99999934  x   0.99990167  =   0.99990101
 KU2290
 KU2290:                Primary Azimuth Mark                     Grid Az
 KU2290:SPC NY L     -  BAYLES AZ MK                             027 57 19.6
 KU2290:UTM  18      -  BAYLES AZ MK                             027 18 03.4
 KU2290
 KU2290|---------------------------------------------------------------------|
 KU2290| PID    Reference Object                     Distance      Geod. Az  |
 KU2290|                                                           dddmmss.s |
 KU2290| AI7701 BAYLES AZ MK                                       0283058.5 |
 KU2290| AI7705 BAYLES RM 1                          29.012 METERS 03414     |
 KU2290| AI7706 BAYLES RM 2                          23.538 METERS 30805     |
 KU2290|---------------------------------------------------------------------|
 KU2290
 KU2290                          SUPERSEDED SURVEY CONTROL
 KU2290
 KU2290  NAD 83(1996)-  40 51 22.38727(N)    073 08 33.31011(W) AD(       ) 1
 KU2290  NAD 83(1992)-  40 51 22.38620(N)    073 08 33.30946(W) AD(       ) 1
 KU2290  NAD 83(1986)-  40 51 22.38913(N)    073 08 33.31135(W) AD(       ) 1
 KU2290  NAD 27      -  40 51 22.04084(N)    073 08 34.90524(W) AD(       ) 1
 KU2290  NGVD 29 (07/19/86)   35.3    (m)          116.     (f) VERT ANG       
 KU2290
 KU2290.Superseded values are not recommended for survey control.
 KU2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2290.See file dsdata.txt to determine how the superseded data were derived.
 KU2290
 KU2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5655424456(NAD 83)
 KU2290_MARKER: DS = TRIANGULATION STATION DISK
 KU2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2290_STAMPING: BAYLES 1967
 KU2290_MARK LOGO: CGS   
 KU2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2290+STABILITY: SURFACE MOTION
 KU2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2290+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002
 KU2290
 KU2290  HISTORY     - Date     Condition        Report By
 KU2290  HISTORY     - 1967     MONUMENTED       CGS
 KU2290  HISTORY     - 19810714 GOOD             NGS
 KU2290  HISTORY     - 20020125 GOOD             LOCSUR
 KU2290
 KU2290                          STATION DESCRIPTION
 KU2290
 KU2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2290'THE STATION IS LOCATED ON SUFFOLK COUNTY PROPERTY ABOUT 3-1/2
 KU2290'MILES NORTHEAST OF HAUPPAUGE, 3 MILES EAST OF SMITHTOWN, 2 MILES
 KU2290'WEST OF CENTEREACH AND ON THE SOUTHEAST SIDE OF STATE HIGHWAY 347.
 KU2290'
 KU2290'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 111
 KU2290'AND 347, 1/2 MILE NORTH OF HAUPPAUGE, GO NORTHEAST ON STATE
 KU2290'HIGHWAY 347 (HAUPPAUGE-NESCONSET ROAD) FOR 3.4 MILES TO A
 KU2290'CROSSROAD (BROWN ROAD).  CONTINUE NORTHEAST ON STATE HIGHWAY 347
 KU2290'FOR 0.15 MILE TO THE STATION ON THE RIGHT IN THE SOUTHWEST EDGE
 KU2290'OF A VERY SMALL CLEARING IN THE WOODS.
 KU2290'
 KU2290'THE STATION MARK IS A STANDARD DISK STAMPED BAYLES 1967, SET IN
 KU2290'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU2290'1 INCH ABOVE THE GROUND SURFACE.  IT IS 43-1/2 FEET SOUTH OF
 KU2290'THE CENTER OF A STORM DRAIN, 38.8 FEET SOUTHEAST OF THE SOUTHEAST
 KU2290'EDGE OF THE PAVEMENT OF THE NORTHEAST BOUND LANES OF STATE
 KU2290'HIGHWAY 347 AND 5.8 FEET NORTH-NORTHEAST OF A METAL WITNESS
 KU2290'POST.
 KU2290'
 KU2290'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAYLES NO 1 1967,
 KU2290'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU2290'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET NORTHEAST
 KU2290'OF THE METAL WITNESS POST, 57 FEET EAST-NORTHEAST OF THE CENTER
 KU2290'OF THE STORM DRAIN AND 30 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 KU2290'OF THE PAVEMENT OF THE SOUTHWEST BOUND LANES OF STATE HIGHWAY
 KU2290'347.
 KU2290'
 KU2290'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAYLES NO 2 1967,
 KU2290'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2290'IS SET IN THE MEDIAN OF STATE HIGHWAY 347.  IT IS 99-1/2 FEET
 KU2290'SOUTHWEST OF A STORM DRAIN IN THE CENTER OF THE MEDIAN, 16.8
 KU2290'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE MEDIAN, 12.9 FEET
 KU2290'NORTHWEST OF THE SOUTHWEST EDGE OF THE MEDIAN AND ABOUT 3-1/2
 KU2290'FEET LOWER THAN THE STATION MARK.
 KU2290'
 KU2290'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 KU2290'STATE HIGHWAY 347 FOR 0.45 MILE TO THE DIAGONAL CROSSROAD,
 KU2290'JUNCTION OF STATE HIGHWAY 25 AND THE AZIMUTH MARK IN THE SOUTH
 KU2290'ANGLE OF THE JUNCTION.
 KU2290'
 KU2290'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAYLES 1967, SET IN
 KU2290'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU2290'1 INCH ABOVE THE GROUND SURFACE.  IT IS 32.7 FEET EAST OF THE
 KU2290'EAST CURB OF STATE HIGHWAY 347, 18.8 FEET EAST OF POWER LINE
 KU2290'POLE NUMBER 151 AND 10.9 FEET SOUTH OF THE SOUTH CURB OF
 KU2290'STATE HIGHWAY 25.
 KU2290'
 KU2290'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 KU2290
 KU2290                          STATION RECOVERY (1981)
 KU2290
 KU2290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KU2290'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU2290'CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED OVER.  THE MARK WAS
 KU2290'STRAIGHTENED UP RE-ENFORCED AND USED AS AZIMUTH MARK 2.  THE DISTANCE
 KU2290'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 KU2290'FOLLOWS.
 KU2290'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHEAST OF HAUPPAUGE,
 KU2290'4.8 KM (3.00 MI) EAST OF SMITHTOWN, 3.2 KM (2.00 MI) WEST OF CENTER
 KU2290'EACH AND ON THE SOUTHEAST SIDE OF STATE HIGHWAY 347.
 KU2290'OWNERSHIP--SUFFOLK COUNTY DPW, YAPHANK, LONG ISLAND, NEW YORK.  TO
 KU2290'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 347 AND 25 ABOUT
 KU2290'3 MILES (4.8 KM) EAST OF SMITHTOWN, GO SOUTHWEST ON HIGHWAY 347 FOR
 KU2290'0.6 KM (0.35 MI) TO A TURN AROUND GOING BETWEEN THE METAL GUARD RAIL
 KU2290'AND THE STATION ON THE SOUTHEAST SIDE OF THE HIGHWAY, JUST A LITTLE
 KU2290'BEYOND THE TURN AROUND.
 KU2290'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 KU2290'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES
 KU2290'(5 CM) ABOVE THE GROUND.  LOCATED 13.1 METERS (43.0 FT) SOUTH FROM THE
 KU2290'CENTER OF A METAL STORM DRAIN.  9.6 METERS (31.5 FT) EAST FROM
 KU2290'POWERLINE POLE NUMBER 15.  8.8 METERS (28.9 FT) SOUTHEAST EDGE OF THE
 KU2290'NORTH BOUND LANE OF HIGHWAY 347 AND 1.8 METER (5.9 FT) NORTH-NORTHEAST
 KU2290'FROM A METAL WITNESS POST. R REFERENCE MARK NO 1 IS A STANDARD NGS
 KU2290'DISK, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 KU2290'IN DIAMETER, PROJECTING 1 INCH (3 CM) ABOVE THE GROUND.  LOCATED 17.4
 KU2290'METERS (57.1 FT) EAST FROM THE CENTER OF THE METAL STORM DRAIN AND
 KU2290'14.9 METERS (48.9 FT) SOUTH-SOUTHWEST FROM POWELLINE POLE NUMBER 14.
 KU2290'5.8 METERS (19.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE NORTH
 KU2290'BOUND TRAFFIC LANE OF HIGHWAY 347 AND 0.3 MT LOWER THAN THE STATION.
 KU2290'REFERENCE MARK NO 2 IS A STANDARD NGS DISK, SET INTO THE TOP OF ROUND
 KU2290'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED 2 INCHES (5
 KU2290'CM) BELOW THE GROUND.  LOCATED 30.3 METERS (99.4 FT) SOUTHWEST FROM
 KU2290'THE CENTER OF A STORM DRAIN IN THE HIGHWAY MEDIAN.  17.4 METERS (57.1
 KU2290'FT) NORTHWEST FROM POWERLINE POLE NUMBER 15.  1.5 MT. SOUTHEAST FROM
 KU2290'THE METAL GUARD RAIL IN MEDIAN.  0.5 MT.  NORTHWEST FROM THE NORTHWEST
 KU2290'EDGE OF THE NORTHBOUND LANE OF HIGHWAY 347 AND 0.9 MT LOWER THAN THE
 KU2290'STATION.
 KU2290'AZIMUTH MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 KU2290'CONCRETE MONUMENT THAT PROJECTS 1-INCH.  IT IS 10 METERS (32.8 FT)
 KU2290'EAST- SOUTHEAST OF THE EAST CURB OF HIGHWAY 347, 5.8 METERS (19.0 FT)
 KU2290'EAST-SOUTHEAST OF POWERLINE POLE NUMER 151, 3.4 METERS (11.2 FT)
 KU2290'SOUTH-SOUTHWEST OF THE SOUTH CURB OF HIGHWAY 25 AND 0.5 METERS (1.6
 KU2290'FT) NORTHWEST OF A METAL WITNESS POST. THE STATION IS LOCATED ABOUT
 KU2290'4.8 KM (3.00 MI) EAST OF SMITHTOWN AND AT THE JUNCTION OF STATE
 KU2290'HIGHWAYS 347 AND 25.  IT IS IN THE GRASSY AREA IN THE SOUTHEAST ANGLE
 KU2290'OF THE INTERSECTION.
 KU2290
 KU2290                          STATION RECOVERY (2002)
 KU2290
 KU2290'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2718 ***********************************************************************
 KU2718  DESIGNATION -  BAYLIS FLAGSTAFF
 KU2718  PID         -  KU2718
 KU2718  STATE/COUNTY-  NY/SUFFOLK
 KU2718  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2718
 KU2718                         *CURRENT SURVEY CONTROL
 KU2718  ___________________________________________________________________
 KU2718* NAD 83(1996)-  40 54 10.82672(N)    073 25 00.75999(W)     ADJUSTED  
 KU2718* NAVD 88     -                                                        
 KU2718  ___________________________________________________________________
 KU2718  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 KU2718  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 KU2718
 KU2718  HORZ ORDER  -  THIRD
 KU2718
 KU2718.The horizontal coordinates were established by classical geodetic methods
 KU2718.and adjusted by the National Geodetic Survey in January 1999..
 KU2718
 KU2718
 KU2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2718
 KU2718.The geoid height was determined by GEOID03.
 KU2718
 KU2718;                    North         East     Units Scale Factor Converg.
 KU2718;SPC NY L     -    81,931.814   349,132.354   MT  0.99999533   +0 22 53.1
 KU2718;SPC NY L     -   268,804.63  1,145,445.06   sFT  0.99999533   +0 22 53.1
 KU2718;SPC CT       -   160,354.927   248,608.680   MT  1.00004329   -0 26 31.8
 KU2718;SPC CT       -   526,097.79    815,643.64   sFT  1.00004329   -0 26 31.8
 KU2718;UTM  18      - 4,529,196.422   633,340.444   MT  0.99981883   +1 02 12.3
 KU2718
 KU2718                          SUPERSEDED SURVEY CONTROL
 KU2718
 KU2718  NAD 83(1996)-  40 54 10.82903(N)    073 25 00.75941(W) AD(       ) 4
 KU2718  NAD 83(1992)-  40 54 10.82856(N)    073 25 00.75702(W) AD(       ) 4
 KU2718  NAD 83(1986)-  40 54 10.83005(N)    073 25 00.75973(W) AD(       ) 4
 KU2718  NAD 27      -  40 54 10.48000(N)    073 25 02.34000(W) AD(       ) 3
 KU2718
 KU2718.Superseded values are not recommended for survey control.
 KU2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2718.See file dsdata.txt to determine how the superseded data were derived.
 KU2718
 KU2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3334029196(NAD 83)
 KU2718_MARKER: 83 = FLAGSTAFF
 KU2718
 KU2718  HISTORY     - Date     Condition        Report By
 KU2718  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2718
 KU2718                          STATION DESCRIPTION
 KU2718
 KU2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2718'STATION IS A WHITE FLAGSTAFF IN A LAWN ON THE WESTERN SIDE OF A
 KU2718'SMALL POND IN THE SECTION OF HUNTINGTON EAST NECK CALLED BAY CREST.
 KU2718'
 KU2718'THERE ARE SO MANY FLAGPOLES IN THIS DISTRICT THAT IT IS DIFFICULT
 KU2718'TO DISTINQUISH WITH CERTAINTY ANY PARTICULAR ONE, WHEN AT A
 KU2718'DISTANCE, BUT THIS MAY BE OF SERVICE FOR PURELY LOCAL USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0507 ***********************************************************************
 OG0507  DESIGNATION -  BAYNE 2
 OG0507  PID         -  OG0507
 OG0507  STATE/COUNTY-  NY/ORLEANS
 OG0507  USGS QUAD   -  ASHWOOD (1950)
 OG0507
 OG0507                         *CURRENT SURVEY CONTROL
 OG0507  ___________________________________________________________________
 OG0507* NAD 83(1996)-  43 22 24.36892(N)    078 18 35.53522(W)     ADJUSTED  
 OG0507* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 OG0507  ___________________________________________________________________
 OG0507  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OG0507  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 OG0507
 OG0507  HORZ ORDER  -  SECOND
 OG0507
 OG0507.The horizontal coordinates were established by classical geodetic methods
 OG0507.and adjusted by the National Geodetic Survey in January 1999..
 OG0507
 OG0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0507
 OG0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0507
 OG0507.The geoid height was determined by GEOID03.
 OG0507
 OG0507;                    North         East     Units Scale Factor Converg.
 OG0507;SPC NY W     -   374,691.121   372,161.497   MT  0.99994354   +0 11 16.1
 OG0507;SPC NY W     - 1,229,299.12  1,220,999.84   sFT  0.99994354   +0 11 16.1
 OG0507;UTM  17      - 4,805,800.538   717,940.094   MT  1.00018431   +1 50 53.4
 OG0507
 OG0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0507!SPC NY W     -   0.99999342  x   0.99994354  =   0.99993696
 OG0507!UTM  17      -   0.99999342  x   1.00018431  =   1.00017773
 OG0507
 OG0507|---------------------------------------------------------------------|
 OG0507| PID    Reference Object                     Distance      Geod. Az  |
 OG0507|                                                           dddmmss.s |
 OG0507| DE4858 BAYNE 2 RM 1                         60.942 METERS 08949     |
 OG0507| DE4857 BAYNE 2 AZ MK                                      1685229.7 |
 OG0507| DE4859 BAYNE 2 RM 2                         58.950 METERS 18052     |
 OG0507|---------------------------------------------------------------------|
 OG0507
 OG0507                          SUPERSEDED SURVEY CONTROL
 OG0507
 OG0507  NAD 83(1986)-  43 22 24.37482(N)    078 18 35.53330(W) AD(       ) 2
 OG0507  NAD 27      -  43 22 24.16818(N)    078 18 36.45663(W) AD(       ) 2
 OG0507  NGVD 29 (07/19/86)   78.1    (m)          256.     (f) VERT ANG       
 OG0507
 OG0507.Superseded values are not recommended for survey control.
 OG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0507.See file dsdata.txt to determine how the superseded data were derived.
 OG0507
 OG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ1794005801(NAD 83)
 OG0507_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0507+STABILITY: SURFACE MOTION
 OG0507
 OG0507  HISTORY     - Date     Condition        Report By
 OG0507  HISTORY     - 1972     MONUMENTED       USLS
 OG0507  HISTORY     - 1983     GOOD             NOS
 OG0507
 OG0507                          STATION DESCRIPTION
 OG0507
 OG0507'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OG0507'STATION IS 11.5 MILES NNE OF MEDINA, 5.3 MILES NORTHEAST OF
 OG0507'LYNDONVILLE, 2.5 MILES WEST OF LAKESIDE BEACH STATE PARK, 1.73
 OG0507'MILES NORTH OF THE INTERSECTION OF TOWNLINE ROAD AND NY ROUTE
 OG0507'18.  NEAR THE LAKE ONTARIO SHORE LINE ON PRIVATE PROPERTY OWNED BY
 OG0507'MR. BAYNE.
 OG0507'
 OG0507'TO REACH THE STATION FROM LAKESIDE STATE PARK, PROCEED WEST FROM
 OG0507'THE PARK ENTRANCE ON NY 18 FOR 2.5 MILES TO TOWNLINE ROAD.  TURN
 OG0507'RIGHT, NORTH, ON TOWNLINE ROAD FOR 1.3 MILES TO EAST LAKE ROAD
 OG0507'(ALSO LAKESHORE ROAD)--CONTINUE NORTH ON TOWNLINE ROAD FOR 0.43
 OG0507'MILES TO THE LAST ROAD ON THE LEFT BEFORE REACHING THE WATERS
 OG0507'EDGE.  TURN LEFT, WEST, 200 FEET TO MR. BAYNES DRIVEWAY ON RIGHT
 OG0507'AND THE STATION.
 OG0507'
 OG0507'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS FLUSH WITH
 OG0507'THE GROUND SURFACE.  STATION MARK, STAMPED BAYNE-2 LSC 1972, IS
 OG0507'64.0 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 41 FEET FROM
 OG0507'THE WATERS EDGE AND ALONG A SUBDIVISION PROPERTY LINE.
 OG0507'
 OG0507'REFERENCE MARK 1, STAMPED BAYNE-2 NO. 1 LSC 1972, IS 34.2 FEET WEST
 OG0507'OF THE CENTERLINE OF TOWLINE ROAD AND 15 FEET FROM THE WATERS
 OG0507'EDGE.
 OG0507'
 OG0507'REFERENCE MARK 2, STAMPED BAYNE-2 2 LDC 1972, IS 20 FEET NORTH OF
 OG0507'THE CENTERLINE OF THE ROAD, 201.0 FEET FROM UTILITY POLE
 OG0507'NO. 12567 22 AND 99.9 FEET EAST OF UTILITY POLE NO. 12549 21.
 OG0507'
 OG0507'AZIMUTH MARK, STAMPED BAYNE-2 LSC 1972, IS 278 FEET EAST OF THE
 OG0507'INTERSECTION OF EAST LAKE AND TOWNLINE ROADS, ON THE SOUTHERN
 OG0507'RIGHT-OF-WAY OF EAST LAKE ROAD, 17.0 FEET SOUTH OF THE CENTERLINE
 OG0507'OF EAST LAKE ROAD AND 8.45 FEET NORTH OF A METAL WITNESS POST.
 OG0507'
 OG0507'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 OG0507
 OG0507                          STATION RECOVERY (1983)
 OG0507
 OG0507'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG0507'THE STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS
 OG0507'RECOVERED ALSO BUT A TREE IS ON LINE BETWEEN THEM.  NEITHER
 OG0507'REFERENCE MARKS WERE RECOVERED BUT A THIRD REFERENCE MARK WAS
 OG0507'ESTABLISHED AT THIS TIME.  A THIRD ORDER, CLASS 2 POSITION
 OG0507'WAS SET ON THIS REFERENCE MARK.
 OG0507'
 OG0507'THE REFERENCE MARK IS A STANDARD NOS DISK
 OG0507'STAMPED---BAYNE 2 LSC 1972 NO 3 1982---,
 OG0507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM
 OG0507'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 OG0507'36.433 METERS (119.53 FT) WEST FROM THE STATION,
 OG0507'19.0 METERS (62.34 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 OG0507'OF A WOOD GARAGE,
 OG0507'7.02 METERS (23.0 FT) WEST FROM A 3 INCH DIAMETER SILVER MAPLE
 OG0507'TREE,
 OG0507'5.86 METERS (19.23 FT) WEST-SOUTHWEST FROM A 2 INCH DIAMETER
 OG0507'BLACK LOCUST TREE, AND
 OG0507'0.93 METER (3.03 FT) EAST FROM A STANDARD NOS WITNESS SIGN ON A
 OG0507'METAL FENCE POST.
 OG0507'
 OG0507'RECOVERED BY B. DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1084 ***********************************************************************
 OG1084  DESIGNATION -  BAYNE 2 RM 3
 OG1084  PID         -  OG1084
 OG1084  STATE/COUNTY-  NY/ORLEANS
 OG1084  USGS QUAD   -  ASHWOOD (1950)
 OG1084
 OG1084                         *CURRENT SURVEY CONTROL
 OG1084  ___________________________________________________________________
 OG1084* NAD 83(1996)-  43 22 24.93331(N)    078 18 36.95245(W)     ADJUSTED  
 OG1084* NAVD 88     -        77.8    (meters)     255.     (feet)  VERTCON   
 OG1084  ___________________________________________________________________
 OG1084  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OG1084  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 OG1084
 OG1084  HORZ ORDER  -  THIRD
 OG1084
 OG1084.The horizontal coordinates were established by classical geodetic methods
 OG1084.and adjusted by the National Geodetic Survey in January 1999..
 OG1084
 OG1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1084
 OG1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1084
 OG1084.The geoid height was determined by GEOID03.
 OG1084
 OG1084;                    North         East     Units Scale Factor Converg.
 OG1084;SPC NY W     -   374,708.433   372,129.536   MT  0.99994352   +0 11 15.1
 OG1084;SPC NY W     - 1,229,355.92  1,220,894.99   sFT  0.99994352   +0 11 15.1
 OG1084;UTM  17      - 4,805,816.921   717,907.637   MT  1.00018413   +1 50 52.5
 OG1084
 OG1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1084!SPC NY W     -   0.99999344  x   0.99994352  =   0.99993696
 OG1084!UTM  17      -   0.99999344  x   1.00018413  =   1.00017757
 OG1084
 OG1084                          SUPERSEDED SURVEY CONTROL
 OG1084
 OG1084  NAD 83(1986)-  43 22 24.93918(N)    078 18 36.95061(W) AD(       ) 3
 OG1084  NGVD 29 (05/23/89)   78.0    (m)          256.     (f) VERT ANG       
 OG1084
 OG1084.Superseded values are not recommended for survey control.
 OG1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1084.See file dsdata.txt to determine how the superseded data were derived.
 OG1084
 OG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ1790805817(NAD 83)
 OG1084_MARKER: DE = TRAVERSE STATION DISK
 OG1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG1084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1084+STABILITY: SURFACE MOTION
 OG1084
 OG1084  HISTORY     - Date     Condition        Report By
 OG1084  HISTORY     - 1983     MONUMENTED       NOS
 OG1084
 OG1084                          STATION DESCRIPTION
 OG1084
 OG1084'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG1084'THE STATION IS LOCATED ON THE SOUTH SHORELINE OF LAKE ONTARIO,
 OG1084'ABOUT 2.5 MILES WEST FROM LAKESIDE BEACH STATE PARK,
 OG1084'AND NEAR THE NORTHWEST PROPERTY LINE OF MR. BAYNE.
 OG1084'
 OG1084'TO REACH THE STATION FROM LAKESIDE BEACH STATE PARK, GO
 OG1084'WEST FROM THE PARK ENTRANCE ON NY 18 FOR 4.0 KM (2.5 MILES)
 OG1084'TO THE INTERSECTION OF TOWNLINE ROAD.  TURN RIGHT AND GO NORTH ON
 OG1084'TOWNLINE ROAD FOR 2.1 KM (1.3 MILES) TO EAST LAKE ROAD (ALSO
 OG1084'CALLED LAKESHORE ROAD).  CONTINUE NORTH ON TOWNLINE
 OG1084'ROAD FOR 0.7 KM (0.4 MILE) TO THE LAST GRAVEL ROAD TO THE
 OG1084'WEST BEFORE REACHING THE LAKESHORE.  TURN LEFT AND GO WEST
 OG1084'ON THE GRAVEL ROAD FOR 60 METERS (197 FT) TO THE BAYNES DRIVEWAY
 OG1084'ON THE RIGHT AND THE STATION
 OG1084'AT THE NORTHWEST CORNER OF THE PROPERTY.
 OG1084'
 OG1084'THE STATION IS A STANDARD NOS DISK
 OG1084'STAMPED---BAYNE 2 LSC 1972 NO 3 1982---,
 OG1084'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OG1084'FLUSH WITH GROUND.  IT IS LOCATED
 OG1084'36.433 METERS (119.53 FT) WEST FROM NGS STATION---BAYNE
 OG1084'2 LSC 1972---,
 OG1084'19.0 METERS (62.34 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 OG1084'OF A WOOD GARAGE,
 OG1084'7.02 METERS (23.0 FT) WEST FROM A 3 INCH DIAMETER SILVER MAPLE
 OG1084'TREE,
 OG1084'5.86 METERS (19.23 FT) WEST-SOUTHWEST FROM A 2 INCH DIAMETER
 OG1084'BLACK LOCUST TREE, AND
 OG1084'0.93 METER (3.03 FT) EAST FROM A STANDARD NOS WITNESS SIGN ON A
 OG1084'METAL FENCE POST.
 OG1084'
 OG1084'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
 OG1084'DESCRIBED BY B. DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2349 ***********************************************************************
 KU2349  DESIGNATION -  BAYPORT CHEVALLEY STACK
 KU2349  PID         -  KU2349
 KU2349  STATE/COUNTY-  NY/SUFFOLK
 KU2349  USGS QUAD   -  SAYVILLE (1976)
 KU2349
 KU2349                         *CURRENT SURVEY CONTROL
 KU2349  ___________________________________________________________________
 KU2349* NAD 83(1996)-  40 44 57.07059(N)    073 02 35.68350(W)     ADJUSTED  
 KU2349* NAVD 88     -                                                        
 KU2349  ___________________________________________________________________
 KU2349  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 KU2349  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU2349
 KU2349  HORZ ORDER  -  THIRD
 KU2349
 KU2349.The horizontal coordinates were established by classical geodetic methods
 KU2349.and adjusted by the National Geodetic Survey in January 1999..
 KU2349
 KU2349
 KU2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2349
 KU2349.The geoid height was determined by GEOID03.
 KU2349
 KU2349;                    North         East     Units Scale Factor Converg.
 KU2349;SPC NY L     -    65,127.694   380,799.199   MT  0.99999644   +0 37 32.9
 KU2349;SPC NY L     -   213,673.11  1,249,338.71   sFT  0.99999644   +0 37 32.9
 KU2349;UTM  18      - 4,512,756.642   665,193.116   MT  0.99993589   +1 16 39.2
 KU2349
 KU2349                          SUPERSEDED SURVEY CONTROL
 KU2349
 KU2349  NAD 83(1996)-  40 44 57.07282(N)    073 02 35.68378(W) AD(       ) 4
 KU2349  NAD 83(1992)-  40 44 57.07171(N)    073 02 35.68348(W) AD(       ) 4
 KU2349  NAD 83(1986)-  40 44 57.07540(N)    073 02 35.68469(W) AD(       ) 4
 KU2349  NAD 27      -  40 44 56.72190(N)    073 02 37.28884(W) AD(       ) 3
 KU2349
 KU2349.Superseded values are not recommended for survey control.
 KU2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2349.See file dsdata.txt to determine how the superseded data were derived.
 KU2349
 KU2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6519312757(NAD 83)
 KU2349_MARKER: 63 = STACK
 KU2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2349+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 KU2349
 KU2349  HISTORY     - Date     Condition        Report By
 KU2349  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2349  HISTORY     - 1985     GOOD             USCG
 KU2349  HISTORY     - 20020930 GOOD             USPSQD
 KU2349
 KU2349                          STATION DESCRIPTION
 KU2349
 KU2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2349'THE POINT INTERSECTED WAS THE TOP CENTER OF A TAN BRICK STACK
 KU2349'WHICH HAS 2 LIGHTNING RODS ON THE NORTH AND SOUTH SIDE AND THE
 KU2349'OVER-ALL HEIGHT IS ABOUT 83 FEET.
 KU2349'
 KU2349'IT IS LOCATED ABOUT 0.2 MILE EAST OF THE INTERSECTION OF GILLETT
 KU2349'AVENUE AND MONTAUK HIGHWAY (STATE HIGHWAY 27A) IN BAYPORT AND ON
 KU2349'PROPERTY OF THE RENE CHEVALLEY FLORISTS.
 KU2349
 KU2349                          STATION RECOVERY (1985)
 KU2349
 KU2349'RECOVERY NOTE BY US COAST GUARD 1985 (RLW)
 KU2349'STATION FOUND IN FAIR CONDITION.
 KU2349'
 KU2349'LOCATION - GOOD.  CONDITION FAIR, DESCRIPTION GOOD.  THIS IS A STAND
 KU2349'ALONE CHIMNEY.  IT DOES NOT APPEARTO BE CONECTED TO ANYTHING.
 KU2349'PROBABLY AN EXHAUST CHIMENY FOR A HEATING UNIT AT ONE TIME.  THE
 KU2349'CHIMENY IS SHOWING SIGNS OF DETERIORATION.  NO APPARENT PRESENT
 KU2349'DAY FUNCTION.
 KU2349'
 KU2349'END OF REPORT.
 KU2349
 KU2349                          STATION RECOVERY (2002)
 KU2349
 KU2349'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2281 ***********************************************************************
 KU2281  DESIGNATION -  BAYPORT FLOWERVALE INC STACK
 KU2281  PID         -  KU2281
 KU2281  STATE/COUNTY-  NY/SUFFOLK
 KU2281  USGS QUAD   -  PATCHOGUE (1967)
 KU2281
 KU2281                         *CURRENT SURVEY CONTROL
 KU2281  ___________________________________________________________________
 KU2281* NAD 83(1996)-  40 45 44.97891(N)    073 02 37.01473(W)     ADJUSTED  
 KU2281* NAVD 88     -                                                        
 KU2281  ___________________________________________________________________
 KU2281  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 KU2281  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU2281
 KU2281  HORZ ORDER  -  THIRD
 KU2281
 KU2281.The horizontal coordinates were established by classical geodetic methods
 KU2281.and adjusted by the National Geodetic Survey in January 1999..
 KU2281
 KU2281
 KU2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2281
 KU2281.The geoid height was determined by GEOID03.
 KU2281
 KU2281;                    North         East     Units Scale Factor Converg.
 KU2281;SPC NY L     -    66,605.088   380,751.837   MT  0.99999606   +0 37 32.0
 KU2281;SPC NY L     -   218,520.19  1,249,183.32   sFT  0.99999606   +0 37 32.0
 KU2281;UTM  18      - 4,514,233.312   665,128.951   MT  0.99993563   +1 16 39.6
 KU2281
 KU2281                          SUPERSEDED SURVEY CONTROL
 KU2281
 KU2281  NAD 83(1996)-  40 45 44.98108(N)    073 02 37.01499(W) AD(       ) 4
 KU2281  NAD 83(1992)-  40 45 44.97997(N)    073 02 37.01462(W) AD(       ) 4
 KU2281  NAD 83(1986)-  40 45 44.98360(N)    073 02 37.01599(W) AD(       ) 4
 KU2281  NAD 27      -  40 45 44.63034(N)    073 02 38.62208(W) AD(       ) 3
 KU2281
 KU2281.Superseded values are not recommended for survey control.
 KU2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2281.See file dsdata.txt to determine how the superseded data were derived.
 KU2281
 KU2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6512914233(NAD 83)
 KU2281_MARKER: 63 = STACK
 KU2281
 KU2281  HISTORY     - Date     Condition        Report By
 KU2281  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2281  HISTORY     - 1985     GOOD             USCG
 KU2281  HISTORY     - 20020930 POOR             USPSQD
 KU2281  HISTORY     - 20020930 MARK NOT FOUND   USPSQD
 KU2281  HISTORY     - 20021011 MARK NOT FOUND   USPSQD
 KU2281  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 KU2281
 KU2281                          STATION DESCRIPTION
 KU2281
 KU2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2281'THE POINT INTERSECTED WAS THE TOP CENTER OF A REDDISH BROWN BRICK
 KU2281'STACK WHICH HAS LIGHTNING RODS ON THE NORTH AND SOUTH SIDE AND THE
 KU2281'OVER-ALL HEIGHT IS 80 FEET.
 KU2281'
 KU2281'THE STACK IS LOCATED ABOUT 150 FEET SOUTHWEST OF THE INTERSECTION
 KU2281'OF DIVISION STREET AND CHURCH STREET IN BAYPORT AND ON PROPERTY OF
 KU2281'THE FLOWERVALE FLORIST INCORPORATED.
 KU2281
 KU2281                          STATION RECOVERY (1985)
 KU2281
 KU2281'RECOVERY NOTE BY US COAST GUARD 1985 (RLW)
 KU2281'STATION FOUND GOOD.
 KU2281'
 KU2281'ADD TO THE DESCRIPTION THE WORD PLANTATION EXTENDEDS FROM THE TOP TO
 KU2281'THE BOTTOM OF THE STACK ON THE NW SIDE.  THE STACK IS LOCATED ON THE
 KU2281'SOUTH SIDE OF CHURCH STREET, AT THE INTERSECTION OF CHURCH STREET
 KU2281'AND DIVISION AVENUE.  THE STACK IS OWNED BY THE PLANTATION HOUSE AND
 KU2281'GARDENS PRODUCTS CORP.  THE STACK CAN BE CLEARLY VISIBLE FROM
 KU2281'THE INTERSECTION OF CHURCH STREET AND NICHOLLS ROAD, WHICH IS
 KU2281'ABOUT 1/4 MILE NW OF THE STACK.
 KU2281'
 KU2281'END OF REPORT.
 KU2281
 KU2281                          STATION RECOVERY (2002)
 KU2281
 KU2281'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2281'MARK RECOVERED IN POOR CONDITION.
 KU2281
 KU2281                          STATION RECOVERY (2002)
 KU2281
 KU2281'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2281'MARK NOT FOUND.
 KU2281
 KU2281                          STATION RECOVERY (2002)
 KU2281
 KU2281'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2281'MARK NOT FOUND.
 KU2281
 KU2281                          STATION RECOVERY (2002)
 KU2281
 KU2281'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2346 ***********************************************************************
 KU2346  DESIGNATION -  BAYPORT HS CUPOLA
 KU2346  PID         -  KU2346
 KU2346  STATE/COUNTY-  NY/SUFFOLK
 KU2346  USGS QUAD   -  SAYVILLE (1976)
 KU2346
 KU2346                         *CURRENT SURVEY CONTROL
 KU2346  ___________________________________________________________________
 KU2346* NAD 83(1996)-  40 44 31.57609(N)    073 03 16.48750(W)     ADJUSTED  
 KU2346* NAVD 88     -                                                        
 KU2346  ___________________________________________________________________
 KU2346  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 KU2346  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU2346
 KU2346  HORZ ORDER  -  THIRD
 KU2346
 KU2346.The horizontal coordinates were established by classical geodetic methods
 KU2346.and adjusted by the National Geodetic Survey in January 1999..
 KU2346
 KU2346
 KU2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2346
 KU2346.The geoid height was determined by GEOID03.
 KU2346
 KU2346;                    North         East     Units Scale Factor Converg.
 KU2346;SPC NY L     -    64,330.923   379,850.515   MT  0.99999667   +0 37 06.2
 KU2346;SPC NY L     -   211,059.04  1,246,226.23   sFT  0.99999667   +0 37 06.2
 KU2346;UTM  18      - 4,511,949.183   664,253.615   MT  0.99993208   +1 16 11.9
 KU2346
 KU2346                          SUPERSEDED SURVEY CONTROL
 KU2346
 KU2346  NAD 83(1996)-  40 44 31.57838(N)    073 03 16.48775(W) AD(       ) 4
 KU2346  NAD 83(1992)-  40 44 31.57729(N)    073 03 16.48744(W) AD(       ) 4
 KU2346  NAD 83(1986)-  40 44 31.58090(N)    073 03 16.48855(W) AD(       ) 4
 KU2346  NAD 27      -  40 44 31.22884(N)    073 03 18.08708(W) AD(       ) 3
 KU2346
 KU2346.Superseded values are not recommended for survey control.
 KU2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2346.See file dsdata.txt to determine how the superseded data were derived.
 KU2346
 KU2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6425411949(NAD 83)
 KU2346_MARKER: 86 = CUPOLA
 KU2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2346+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 KU2346
 KU2346  HISTORY     - Date     Condition        Report By
 KU2346  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2346  HISTORY     - 1967     GOOD             CGS
 KU2346  HISTORY     - 1985     GOOD             USCG
 KU2346  HISTORY     - 20020930 GOOD             USPSQD
 KU2346
 KU2346                          STATION DESCRIPTION
 KU2346
 KU2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2346'THE WHITE CUPOLA OF THE BAYPORT HIGH SCHOOL, ON THE W SIDE OF
 KU2346'SNEDECOR AVENUE, N OF ACADEMY STREET.
 KU2346'
 KU2346'THE OCTAGONAL, COPPER ROOFED CUPOLA SURMOUNTED BY A FINIAL,
 KU2346'RISES IN THE CENTER OF THE ROOF OF THE RED BRICK BUILDING.  HEIGHT
 KU2346'APPROXIMATELY 75 FEET.
 KU2346
 KU2346                          STATION RECOVERY (1967)
 KU2346
 KU2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2346'RECOVERED AS DESCRIBED IN 1933.
 KU2346
 KU2346                          STATION RECOVERY (1985)
 KU2346
 KU2346'RECOVERY NOTE BY US COAST GUARD 1985 (RLW)
 KU2346'STATION FOUND GOOD.
 KU2346'
 KU2346'LOCATION - GOOD.  DESCRIPTION - GOOD.  CONDITION - GOOD.
 KU2346'
 KU2346'END OF REPORT.
 KU2346
 KU2346                          STATION RECOVERY (2002)
 KU2346
 KU2346'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2344 ***********************************************************************
 KU2344  DESIGNATION -  BAYPORT STACK
 KU2344  PID         -  KU2344
 KU2344  STATE/COUNTY-  NY/SUFFOLK
 KU2344  USGS QUAD   -  SAYVILLE (1976)
 KU2344
 KU2344                         *CURRENT SURVEY CONTROL
 KU2344  ___________________________________________________________________
 KU2344* NAD 83(1996)-  40 44 25.70687(N)    073 03 20.96392(W)     ADJUSTED  
 KU2344* NAVD 88     -                                                        
 KU2344  ___________________________________________________________________
 KU2344  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 KU2344  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU2344
 KU2344  HORZ ORDER  -  THIRD
 KU2344
 KU2344.The horizontal coordinates were established by classical geodetic methods
 KU2344.and adjusted by the National Geodetic Survey in January 1999..
 KU2344
 KU2344
 KU2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2344
 KU2344.The geoid height was determined by GEOID03.
 KU2344
 KU2344;                    North         East     Units Scale Factor Converg.
 KU2344;SPC NY L     -    64,148.754   379,747.448   MT  0.99999672   +0 37 03.2
 KU2344;SPC NY L     -   210,461.37  1,245,888.09   sFT  0.99999672   +0 37 03.2
 KU2344;UTM  18      - 4,511,765.865   664,152.633   MT  0.99993167   +1 16 08.8
 KU2344
 KU2344                          SUPERSEDED SURVEY CONTROL
 KU2344
 KU2344  NAD 83(1996)-  40 44 25.70916(N)    073 03 20.96421(W) AD(       ) 4
 KU2344  NAD 83(1992)-  40 44 25.70808(N)    073 03 20.96390(W) AD(       ) 4
 KU2344  NAD 83(1986)-  40 44 25.71174(N)    073 03 20.96503(W) AD(       ) 4
 KU2344  NAD 27      -  40 44 25.35805(N)    073 03 22.56914(W) AD(       ) 3
 KU2344
 KU2344.Superseded values are not recommended for survey control.
 KU2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2344.See file dsdata.txt to determine how the superseded data were derived.
 KU2344
 KU2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6415311766(NAD 83)
 KU2344_MARKER: 63 = STACK
 KU2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2344+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 KU2344
 KU2344  HISTORY     - Date     Condition        Report By
 KU2344  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2344  HISTORY     - 1985     GOOD             USCG
 KU2344  HISTORY     - 20020930 GOOD             USPSQD
 KU2344
 KU2344                          STATION DESCRIPTION
 KU2344
 KU2344'DESCRIBED BY US COAST GUARD 1985 (RLW)
 KU2344'STATION FOUND GOOD.
 KU2344'
 KU2344'THE STACK IS ABOUT 150, PLUS FEET TALL, OF OLD RED BRICK.  BUILT
 KU2344'ABOUT 80 YEARS AGO.  IT IS ON THE WEST SIDE OF SNEDECOR AVE, ABOUT
 KU2344'1500 FEET SOUTH OF THE BAYPORT HIGH SCHOOL.  THERE IS AN ACCESS
 KU2344'ROAD FROM SNEDECOR AVE.  THE ACTUAL ADDRESS IS 122 GRADY STREET, A
 KU2344'STREET THAT DOES NOT APPEAR ON ANY LOCAL STREET MAP.  IT IS ON THE
 KU2344'PROPERTY OF THE TARMENTIERS ROSES CO.
 KU2344'THE TOWER IS FROM THE ROSE COMPANY HEATING PLANT, IS IN
 KU2344'GOOD CONDITION AND IS OPERATIONAL.  IT CAN BE SEEN CLEARLY FROM THE
 KU2344'ACESS ROAD RUNNING WEST ON SNEDECOR AVE, BAYPORT.  END OF
 KU2344'REPORT.
 KU2344
 KU2344                          STATION RECOVERY (2002)
 KU2344
 KU2344'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2438 ***********************************************************************
 KU2438  DESIGNATION -  BAYSHORE GAS TANK
 KU2438  PID         -  KU2438
 KU2438  STATE/COUNTY-  NY/SUFFOLK
 KU2438  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2438
 KU2438                         *CURRENT SURVEY CONTROL
 KU2438  ___________________________________________________________________
 KU2438* NAD 83(1996)-  40 43 26.90286(N)    073 15 27.73807(W)     ADJUSTED  
 KU2438* NAVD 88     -                                                        
 KU2438  ___________________________________________________________________
 KU2438  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KU2438  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU2438
 KU2438  HORZ ORDER  -  THIRD
 KU2438
 KU2438.The horizontal coordinates were established by classical geodetic methods
 KU2438.and adjusted by the National Geodetic Survey in January 1999..
 KU2438
 KU2438
 KU2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2438
 KU2438.The geoid height was determined by GEOID03.
 KU2438
 KU2438;                    North         East     Units Scale Factor Converg.
 KU2438;SPC NY L     -    62,170.762   362,711.865   MT  0.99999731   +0 29 07.9
 KU2438;SPC NY L     -   203,971.91  1,189,997.18   sFT  0.99999731   +0 29 07.9
 KU2438;UTM  18      - 4,509,594.523   647,142.316   MT  0.99986649   +1 08 12.9
 KU2438
 KU2438                          SUPERSEDED SURVEY CONTROL
 KU2438
 KU2438  NAD 83(1996)-  40 43 26.90553(N)    073 15 27.73764(W) AD(       ) 4
 KU2438  NAD 83(1992)-  40 43 26.90489(N)    073 15 27.73736(W) AD(       ) 4
 KU2438  NAD 83(1986)-  40 43 26.90696(N)    073 15 27.73792(W) AD(       ) 4
 KU2438  NAD 27      -  40 43 26.54200(N)    073 15 29.33000(W) AD(       ) 3
 KU2438
 KU2438.Superseded values are not recommended for survey control.
 KU2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2438.See file dsdata.txt to determine how the superseded data were derived.
 KU2438
 KU2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4714209595(NAD 83)
 KU2438_MARKER: 51 = TANK
 KU2438
 KU2438  HISTORY     - Date     Condition        Report By
 KU2438  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2438  HISTORY     - 1949     GOOD             CGS
 KU2438
 KU2438                          STATION DESCRIPTION
 KU2438
 KU2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2438'THE LARGE FUEL HOLDER OF THE LONG ISLAND LIGHTING COMPANY,
 KU2438'LOCATED AT THE NE CORNER OF N CLINTON AVENUE, AND THE LONG ISLAND
 KU2438'RAILROAD, BAYSHORE.
 KU2438'
 KU2438'THE TANK IS THE ORDINARY-TYPE STORAGE TANK, PAINTED GREY.  HEIGHT
 KU2438'APPROXIMATELY 187 FEET.
 KU2438
 KU2438                          STATION RECOVERY (1949)
 KU2438
 KU2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2438'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2860 ***********************************************************************
 KU2860  DESIGNATION -  BAYVILLE
 KU2860  PID         -  KU2860
 KU2860  STATE/COUNTY-  NY/NASSAU
 KU2860  USGS QUAD   -  BAYVILLE (1975)
 KU2860
 KU2860                         *CURRENT SURVEY CONTROL
 KU2860  ___________________________________________________________________
 KU2860* NAD 83(1996)-  40 54 31.76501(N)    073 33 54.47438(W)     ADJUSTED  
 KU2860* NAVD 88     -        45.9    (meters)     151.     (feet)  VERTCON   
 KU2860  ___________________________________________________________________
 KU2860  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KU2860  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU2860
 KU2860  HORZ ORDER  -  FIRST
 KU2860
 KU2860.The horizontal coordinates were established by classical geodetic methods
 KU2860.and adjusted by the National Geodetic Survey in January 1999..
 KU2860
 KU2860.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2860
 KU2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2860
 KU2860.The geoid height was determined by GEOID03.
 KU2860
 KU2860;                    North         East     Units Scale Factor Converg.
 KU2860;SPC NY L     -    82,505.120   336,637.773   MT  0.99999542   +0 17 04.0
 KU2860;SPC NY L     -   270,685.55  1,104,452.43   sFT  0.99999542   +0 17 04.0
 KU2860;UTM  18      - 4,529,626.701   620,842.579   MT  0.99977973   +0 56 23.1
 KU2860
 KU2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2860!SPC NY L     -   0.99999764  x   0.99999542  =   0.99999306
 KU2860!UTM  18      -   0.99999764  x   0.99977973  =   0.99977737
 KU2860
 KU2860|---------------------------------------------------------------------|
 KU2860| PID    Reference Object                     Distance      Geod. Az  |
 KU2860|                                                           dddmmss.s |
 KU2860| CB6607 BAYVILLE RM 1                        15.676 METERS 19625     |
 KU2860| KU2930 MATINECOCK LOCUST VALLEY TANK       APPROX. 4.8 KM 1975759.8 |
 KU2860| KU2859 BAYVILLE MUNICIPAL TANK             309.855 METERS 20617     |
 KU2860| CB6608 BAYVILLE RM 2                        16.414 METERS 28728     |
 KU2860|---------------------------------------------------------------------|
 KU2860
 KU2860                          SUPERSEDED SURVEY CONTROL
 KU2860
 KU2860  NAD 83(1996)-  40 54 31.76756(N)    073 33 54.47362(W) AD(       ) 1
 KU2860  NAD 83(1992)-  40 54 31.76732(N)    073 33 54.47344(W) AD(       ) 1
 KU2860  NAD 83(1986)-  40 54 31.76781(N)    073 33 54.47520(W) AD(       ) 1
 KU2860  NAD 27      -  40 54 31.41505(N)    073 33 56.02846(W) AD(       ) 1
 KU2860  NGVD 29 (07/19/86)   46.2    (m)          152.     (f) VERT ANG       
 KU2860
 KU2860.Superseded values are not recommended for survey control.
 KU2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2860.See file dsdata.txt to determine how the superseded data were derived.
 KU2860
 KU2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2084329627(NAD 83)
 KU2860_MARKER: DS = TRIANGULATION STATION DISK
 KU2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2860
 KU2860  HISTORY     - Date     Condition        Report By
 KU2860  HISTORY     - 1966     MONUMENTED       CGS
 KU2860  HISTORY     - 1987     GOOD             USPSQD
 KU2860  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 KU2860
 KU2860                          STATION DESCRIPTION
 KU2860
 KU2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2860'THE STATION IS LOCATED ON PROPERTY OWNED BY THE VILLAGE
 KU2860'OF BAYVILLE, ABOUT 0.15 MILE NORTHEAST OF THE VILLAGE
 KU2860'OFFICES AND ON A TIMBERED HILL IN THE WEST SIDE OF
 KU2860'BAYVILLE.
 KU2860'
 KU2860'TO REACH THE STATION FROM THE INTERSECTION OF BAYVILLE
 KU2860'AVENUE AND LUDLAM AVENUE IN BAYVILLE, GO WEST ON BAYVILLE
 KU2860'AVENUE FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON SCHOOL
 KU2860'STREET AND GO 0.2 MILE TO POWER LINE POLE NO. 10 AND A
 KU2860'DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO 0.1 MILE
 KU2860'TO AN OPEN AREA AT THE TOP OF HILL AND THE STATION.
 KU2860'
 KU2860'THE STATION MARK IS A STANDARD DISK STAMPED BAYVILLE 1966
 KU2860'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 KU2860'MONUMENT FLUSH WITH THE GROUND.  IT IS ON THE HIGHEST PART
 KU2860'OF HILL IN A SMALL CLEARING.
 KU2860'
 KU2860'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BAYVILLE
 KU2860'NO 1 1966 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED
 KU2860'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 KU2860'ON THE SOUTHWEST SLOPE OF HILL ABOUT 2 FEET LOWER THAN THE
 KU2860'STATION MARK.
 KU2860'
 KU2860'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BAYVILLE
 KU2860'NO 2 1966 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED
 KU2860'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  IT
 KU2860'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KU2860'
 KU2860'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 KU2860
 KU2860                          STATION RECOVERY (1987)
 KU2860
 KU2860'RECOVERY NOTE BY US POWER SQUADRON 1987 (CS)
 KU2860'RECOVERED IN GOOD CONDITION.
 KU2860
 KU2860                          STATION RECOVERY (1992)
 KU2860
 KU2860'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2859 ***********************************************************************
 KU2859  DESIGNATION -  BAYVILLE MUNICIPAL TANK
 KU2859  PID         -  KU2859
 KU2859  STATE/COUNTY-  NY/NASSAU
 KU2859  USGS QUAD   -  BAYVILLE (1975)
 KU2859
 KU2859                         *CURRENT SURVEY CONTROL
 KU2859  ___________________________________________________________________
 KU2859* NAD 83(1996)-  40 54 22.75925(N)    073 34 00.33816(W)     ADJUSTED  
 KU2859* NAVD 88     -                                                        
 KU2859  ___________________________________________________________________
 KU2859  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 KU2859  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU2859
 KU2859  HORZ ORDER  -  THIRD
 KU2859
 KU2859.The horizontal coordinates were established by classical geodetic methods
 KU2859.and adjusted by the National Geodetic Survey in January 1999..
 KU2859
 KU2859
 KU2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2859
 KU2859.The geoid height was determined by GEOID03.
 KU2859
 KU2859;                    North         East     Units Scale Factor Converg.
 KU2859;SPC NY L     -    82,226.636   336,501.919   MT  0.99999538   +0 17 00.1
 KU2859;SPC NY L     -   269,771.89  1,104,006.71   sFT  0.99999538   +0 17 00.1
 KU2859;UTM  18      - 4,529,346.743   620,709.947   MT  0.99977934   +0 56 19.1
 KU2859
 KU2859                          SUPERSEDED SURVEY CONTROL
 KU2859
 KU2859  NAD 83(1996)-  40 54 22.76173(N)    073 34 00.33733(W) AD(       ) 4
 KU2859  NAD 83(1992)-  40 54 22.76184(N)    073 34 00.33771(W) AD(       ) 4
 KU2859  NAD 83(1986)-  40 54 22.76237(N)    073 34 00.33951(W) AD(       ) 4
 KU2859  NAD 27      -  40 54 22.40976(N)    073 34 01.89251(W) AD(       ) 3
 KU2859
 KU2859.Superseded values are not recommended for survey control.
 KU2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2859.See file dsdata.txt to determine how the superseded data were derived.
 KU2859
 KU2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2071029347(NAD 83)
 KU2859_MARKER: 53 = ELEVATED TANK
 KU2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2859+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1990
 KU2859
 KU2859  HISTORY     - Date     Condition        Report By
 KU2859  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU2859  HISTORY     - 19900415 GOOD             NOSAMC
 KU2859
 KU2859                          STATION DESCRIPTION
 KU2859
 KU2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2859'THE STATION IS SITUATED ON THE WEST SIDE OF SCHOOL STREET
 KU2859'AT ITS INTERSECTION WITH THE NORTH SIDE OF SUMMIT
 KU2859'AVE. (GODFREY AVE.) IN THE INCORPORATED VILLAGE OF
 KU2859'BAYVILLE.  THE TANK IS NEW, ITS SHAPE IS SLIGHTLY ROUND IN
 KU2859'CONTOUR.  THERE IS A VENT CAP AND A CATWALK ON THE
 KU2859'TANK.  IT IS SUPPORTED BY SIX CIRCULAR LEGS HAVING ONE
 KU2859'HORIZONTAL TIE JOINING THE LEGS TOGETHER AT THEIR
 KU2859'MID-POINTS.  IN ADDITION THERE ARE TIE RODS GOING DIAGONALLY
 KU2859'BETWEEN THE LEGS AND THE HORIZONTAL TIE.  THERE IS A
 KU2859'DISTINCT FUNNEL SHAPE TO THE TOP OF THE RISER WHERE IT
 KU2859'JOINS THE BOTTOM OF THE TANK.  THE TANK IS PAINTED LIGHT
 KU2859'GREEN WITH A SINGLE DARK GREEN BAND AROUND THE MIDDLE
 KU2859'SECTION OF THE TANK.  THE DIAMETER OF THE TANK IS 57 FT.,
 KU2859'ITS HEIGHT IS APPROXIMATELY 107 FT. AND ITS CAPACITY 600,000
 KU2859'GALLONS.  THE STATION IS JUST SOUTH OF THE VILLAGE HALL
 KU2859'AND ON A WOODED HILL WHICH APPEARS TO BE THE HIGHEST POINT
 KU2859'IN BAYVILLE.  THE APEX OF THE VENT CAP WAS INTERSECTED.
 KU2859
 KU2859                          STATION RECOVERY (1990)
 KU2859
 KU2859'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU2859'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, ALONG THE NORTH SHORE
 KU2859'OF THE ISLAND ABOUT 2.3 NAUTICAL MILES NORTHWEST OF THE TOWN OF OYSTER
 KU2859'BAY ON OAK NECK IN THE VILLAGE OF BAYVILLE.  THE TANK IS A LARGE
 KU2859'ELEVATED TANK WHICH IS PAINTED OFF-WHITE SUPPORTED BY 6 TRUSSWORK
 KU2859'LEGS.  THE TANK HAS A CYLINDRICAL BODY AND HEMISPHERICAL TOP AND
 KU2859'BOTTOM.  IT IS JUST NORTH OF GODFREY AVENUE ABOUT 0.35 KM (0.20 MI)
 KU2859'WEST OF GODFREY AVENUES INTERSECTION WITH MOUNTAIN AVENUE AND IS JUST
 KU2859'WEST OF ROBERT ROAD.  THE POINT OBSERVED WAS THE VENT CAP AT THE TOP
 KU2859'APEX OF THE TANK.  THE ORIGINAL DESCRIPTION FOR THIS STATION COULD NOT
 KU2859'BE LOCATED BUT THE POSITION WAS VERIFIED BY AZIMUTH CUTS FROM VARIOUS
 KU2859'STATIONS.  RECOVERED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1032 ***********************************************************************
 LY1032  DESIGNATION -  BB 142
 LY1032  PID         -  LY1032
 LY1032  STATE/COUNTY-  NY/SULLIVAN
 LY1032  USGS QUAD   -  NARROWSBURG (1997)
 LY1032
 LY1032                         *CURRENT SURVEY CONTROL
 LY1032  ___________________________________________________________________
 LY1032* NAD 83(1986)-  41 35 18.     (N)    075 03 08.     (W)     SCALED    
 LY1032* NAVD 88     -       211.542  (meters)     694.03   (feet)  ADJUSTED  
 LY1032  ___________________________________________________________________
 LY1032  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 LY1032  DYNAMIC HT  -         211.458 (meters)     693.76  (feet)  COMP
 LY1032  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 LY1032
 LY1032  VERT ORDER  -  FIRST     CLASS II
 LY1032
 LY1032.The horizontal coordinates were scaled from a topographic map and have
 LY1032.an estimated accuracy of +/- 6 seconds.
 LY1032
 LY1032.The orthometric height was determined by differential leveling
 LY1032.and adjusted by the National Geodetic Survey in June 1991..
 LY1032
 LY1032.The geoid height was determined by GEOID03.
 LY1032
 LY1032.The dynamic height is computed by dividing the NAVD 88
 LY1032.geopotential number by the normal gravity value computed on the
 LY1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1032.degrees latitude (g = 980.6199 gals.).
 LY1032
 LY1032.The modeled gravity was interpolated from observed gravity values.
 LY1032
 LY1032;                    North         East    Units  Estimated Accuracy
 LY1032;SPC NY E     -   306,030.      103,960.      MT  (+/- 180 meters Scaled)
 LY1032
 LY1032                          SUPERSEDED SURVEY CONTROL
 LY1032
 LY1032  NGVD 29 (??/??/92)  211.710  (m)          694.59   (f) ADJ UNCH    1 2
 LY1032
 LY1032.Superseded values are not recommended for survey control.
 LY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1032.See file dsdata.txt to determine how the superseded data were derived.
 LY1032
 LY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM956040(NAD 83)
 LY1032_MARKER: DB = BENCH MARK DISK
 LY1032_SETTING: 80 = SET IN A BOULDER
 LY1032_SP_SET: BOULDER
 LY1032_STAMPING: BB 142 1941
 LY1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1032+STABILITY: SURFACE MOTION
 LY1032
 LY1032  HISTORY     - Date     Condition        Report By
 LY1032  HISTORY     - 1941     MONUMENTED       CGS
 LY1032  HISTORY     - 1966     MARK NOT FOUND   USGS
 LY1032
 LY1032                          STATION DESCRIPTION
 LY1032
 LY1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1032'1.6 MI S FROM NARROWSBURG.
 LY1032'1.6 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY1032'NARROWSBURG, SULLIVAN COUNTY, ABOUT 0.1 MILE SOUTH OF MILEPOST
 LY1032'120, 20 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK,
 LY1032'IN A BOULDER, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 LY1032'DISK, STAMPED BB 142 1941.
 LY1032
 LY1032                          STATION RECOVERY (1966)
 LY1032
 LY1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LY1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0922 ***********************************************************************
 LY0922  DESIGNATION -  BB 260
 LY0922  PID         -  LY0922
 LY0922  STATE/COUNTY-  NY/SULLIVAN
 LY0922  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0922
 LY0922                         *CURRENT SURVEY CONTROL
 LY0922  ___________________________________________________________________
 LY0922* NAD 83(1986)-  41 54 06.     (N)    074 48 09.     (W)     SCALED    
 LY0922* NAVD 88     -       465.525  (meters)    1527.31   (feet)  POSTED    
 LY0922  ___________________________________________________________________
 LY0922  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LY0922  DYNAMIC HT  -         465.350 (meters)    1526.74  (feet)  COMP
 LY0922  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 LY0922
 LY0922  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0922
 LY0922.The horizontal coordinates were scaled from a topographic map and have
 LY0922.an estimated accuracy of +/- 6 seconds.
 LY0922
 LY0922.The orthometric height was determined by differential leveling
 LY0922.and adjusted by the National Geodetic Survey in 1992..
 LY0922.No vertical observational check was made to the station.
 LY0922.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0922.was located on a no-check spur therefore a value was not computed.
 LY0922
 LY0922.The geoid height was determined by GEOID03.
 LY0922
 LY0922.The dynamic height is computed by dividing the NAVD 88
 LY0922.geopotential number by the normal gravity value computed on the
 LY0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0922.degrees latitude (g = 980.6199 gals.).
 LY0922
 LY0922.The modeled gravity was interpolated from observed gravity values.
 LY0922
 LY0922;                    North         East    Units  Estimated Accuracy
 LY0922;SPC NY E     -   340,720.      124,900.      MT  (+/- 180 meters Scaled)
 LY0922
 LY0922                          SUPERSEDED SURVEY CONTROL
 LY0922
 LY0922  NGVD 29 (??/??/92)  465.677  (m)         1527.81   (f) ADJ UNCH    2 0
 LY0922
 LY0922.Superseded values are not recommended for survey control.
 LY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0922.See file dsdata.txt to determine how the superseded data were derived.
 LY0922
 LY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM163388(NAD 83)
 LY0922_MARKER: DB = BENCH MARK DISK
 LY0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0922_STAMPING: BB 260 1942
 LY0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0922+STABILITY: SURFACE MOTION
 LY0922
 LY0922  HISTORY     - Date     Condition        Report By
 LY0922  HISTORY     - 1942     MONUMENTED       CGS
 LY0922
 LY0922                          STATION DESCRIPTION
 LY0922
 LY0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0922'1.5 MI E FROM LIVINGSTON MANOR.
 LY0922'1.5 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL HIGH SCHOOL
 LY0922'AT LIVINGSTON MANOR, SULLIVAN COUNTY, 28.5 FEET EAST OF A MAPLE
 LY0922'TREE, 20.1 FEET NORTHEAST OF POLE N 5179, 18.2 FEET SOUTH OF THE
 LY0922'CENTERLINE OF THE ROAD, 3.1 FEET SOUTH OF A WIRE FENCE
 LY0922'PARALLELING THE ROAD, NEAR A WHITE WOODEN WITNESS POST, AND 5
 LY0922'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED BB 260 1942
 LY0922'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2131 ***********************************************************************
 PH2131  DESIGNATION -  BB SUB IBC
 PH2131  PID         -  PH2131
 PH2131  STATE/COUNTY-  NY/JEFFERSON
 PH2131  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2131
 PH2131                         *CURRENT SURVEY CONTROL
 PH2131  ___________________________________________________________________
 PH2131* NAD 83(1996)-  44 20 50.99298(N)    075 58 40.73496(W)     ADJUSTED  
 PH2131* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2131  ___________________________________________________________________
 PH2131  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 PH2131  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 PH2131
 PH2131  HORZ ORDER  -  THIRD
 PH2131
 PH2131.The horizontal coordinates were established by classical geodetic methods
 PH2131.and adjusted by the National Geodetic Survey in January 1999..
 PH2131
 PH2131.The orthometric height was scaled from a topographic map.
 PH2131
 PH2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2131
 PH2131.The geoid height was determined by GEOID03.
 PH2131
 PH2131;                    North         East     Units Scale Factor Converg.
 PH2131;SPC NY C     -   483,053.855   298,265.659   MT  0.99996614   +0 25 23.4
 PH2131;SPC NY C     - 1,584,819.19    978,559.92   sFT  0.99996614   +0 25 23.4
 PH2131;UTM  18      - 4,910,934.910   422,050.160   MT  0.99967472   -0 41 01.1
 PH2131
 PH2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2131!SPC NY C     -   0.99999460  x   0.99996614  =   0.99996074
 PH2131!UTM  18      -   0.99999460  x   0.99967472  =   0.99966932
 PH2131
 PH2131|---------------------------------------------------------------------|
 PH2131| PID    Reference Object                     Distance      Geod. Az  |
 PH2131|                                                           dddmmss.s |
 PH2131| PH2128 CC SUB IBC                          263.910 METERS 10409     |
 PH2131| PH2129 PP SUB IBC                          322.787 METERS 13415     |
 PH2131| PH2130 OO SUB IBC                          188.991 METERS 14826     |
 PH2131| PH2132 Z SUB IBC                           212.937 METERS 20538     |
 PH2131| PH2169 REF MON 70                          199.294 METERS 22639     |
 PH2131| PH2134 NN IWC                              143.162 METERS 23528     |
 PH2131| PH2135 AA SUB IBC                          329.266 METERS 27237     |
 PH2131|---------------------------------------------------------------------|
 PH2131
 PH2131                          SUPERSEDED SURVEY CONTROL
 PH2131
 PH2131  NAD 83(1986)-  44 20 50.99741(N)    075 58 40.73711(W) AD(       ) 3
 PH2131  NAD 27      -  44 20 50.84600(N)    075 58 41.90600(W) AD(       ) 3
 PH2131
 PH2131.Superseded values are not recommended for survey control.
 PH2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2131.See file dsdata.txt to determine how the superseded data were derived.
 PH2131
 PH2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2205010935(NAD 83)
 PH2131_MARKER: DD = SURVEY DISK
 PH2131_SETTING: 66 = SET IN ROCK OUTCROP
 PH2131_SP_SET: SET IN ROCK OUTCROP
 PH2131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2131+STABILITY: POSITION/ELEVATION WELL
 PH2131
 PH2131  HISTORY     - Date     Condition        Report By
 PH2131  HISTORY     - 1940     MONUMENTED       IBC
 PH2131  HISTORY     - 1957     GOOD             IBC
 PH2131
 PH2131                          STATION DESCRIPTION
 PH2131
 PH2131'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2131'ON THE SOUTH SHORE OF HILL ISLAND IN THE ST LAWRENCE RIVER, ON A POINT
 PH2131'OF THE SHORE LINE ABOUT 1500 FEET DOWNSTREAM FROM THE INTERNATIONAL
 PH2131'BRIDGE ACROSS---THE RIFT---.  THE STATION IS ON AN OUT-JUTTING ROCK
 PH2131'ABOUT 6 BY 12 FEET OUT FROM THE INSHORE END OF THE ROCK AND IS 5 FEET
 PH2131'WEST OF A 14 - INCH PINE TREE.
 PH2131'
 PH2131'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2131'DISK STATION MARK SET IN SOLID ROCK.
 PH2131
 PH2131                          STATION RECOVERY (1957)
 PH2131
 PH2131'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2131'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1650 ***********************************************************************
 OD1650  DESIGNATION -  BBA
 OD1650  PID         -  OD1650
 OD1650  STATE/COUNTY-  NY/SARATOGA
 OD1650  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1650
 OD1650                         *CURRENT SURVEY CONTROL
 OD1650  ___________________________________________________________________
 OD1650* NAD 83(1996)-  43 06 16.98683(N)    073 56 23.50530(W)     ADJUSTED  
 OD1650* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 OD1650  ___________________________________________________________________
 OD1650  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 OD1650  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 OD1650
 OD1650  HORZ ORDER  -  SECOND
 OD1650
 OD1650.The horizontal coordinates were established by classical geodetic methods
 OD1650.and adjusted by the National Geodetic Survey in January 1999..
 OD1650
 OD1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1650
 OD1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1650
 OD1650.The geoid height was determined by GEOID03.
 OD1650
 OD1650;                    North         East     Units Scale Factor Converg.
 OD1650;SPC NY E     -   474,456.648   195,591.995   MT  0.99992556   +0 22 58.0
 OD1650;SPC NY E     - 1,556,613.19    641,704.74   sFT  0.99992556   +0 22 58.0
 OD1650;UTM  18      - 4,772,989.096   586,263.499   MT  0.99969154   +0 43 28.1
 OD1650
 OD1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1650!SPC NY E     -   0.99996725  x   0.99992556  =   0.99989282
 OD1650!UTM  18      -   0.99996725  x   0.99969154  =   0.99965880
 OD1650
 OD1650:                Primary Azimuth Mark                     Grid Az
 OD1650:SPC NY E     -  BBA 1                                    152 50 15.8
 OD1650:UTM  18      -  BBA 1                                    152 29 45.7
 OD1650
 OD1650|---------------------------------------------------------------------|
 OD1650| PID    Reference Object                     Distance      Geod. Az  |
 OD1650|                                                           dddmmss.s |
 OD1650| DA2981 BBA 1                                              1531313.8 |
 OD1650| OD1651 REINHOLT                            APPROX. 1.2 KM 1824637.0 |
 OD1650| OD1652 BBB                                 187.796 METERS 33903     |
 OD1650|---------------------------------------------------------------------|
 OD1650
 OD1650                          SUPERSEDED SURVEY CONTROL
 OD1650
 OD1650  NAD 83(1996)-  43 06 16.99023(N)    073 56 23.50644(W) AD(       ) 2
 OD1650  NAD 83(1992)-  43 06 16.99092(N)    073 56 23.50600(W) AD(       ) 2
 OD1650  NAD 83(1986)-  43 06 16.99140(N)    073 56 23.50525(W) AD(       ) 2
 OD1650  NAD 27      -  43 06 16.72563(N)    073 56 25.05474(W) AD(       ) 2
 OD1650  NGVD 29 (07/19/86)  239.3    (m)          785.     (f) VERT ANG       
 OD1650
 OD1650.Superseded values are not recommended for survey control.
 OD1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1650.See file dsdata.txt to determine how the superseded data were derived.
 OD1650
 OD1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8626372989(NAD 83)
 OD1650_MARKER: DD = SURVEY DISK
 OD1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1650
 OD1650  HISTORY     - Date     Condition        Report By
 OD1650  HISTORY     - 1973     MONUMENTED       NY-091
 OD1650
 OD1650                          STATION DESCRIPTION
 OD1650
 OD1650'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1650'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF MIDDLE GROVE, 3.0
 OD1650'MILES NORTH OF ROCK CITY FALLS, AND 3.5 MILES NORTHEAST OF
 OD1650'EAST GALWAY IN THE TOWNSHIP OF GREENFIELD.
 OD1650'
 OD1650'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLE GROVE GO
 OD1650'NORTHWEST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.95
 OD1650'MILE TO THE INTERSECTION OF KILMER ROAD AND DAKETOWN ROAD.  TURN
 OD1650'LEFT AND GO SOUTHWEST ON KILMER ROAD FOR 0.40 MILE TO THE
 OD1650'JUNCTION OF BOY HAVEN ROAD.  BEAR RIGHT AND GO NORTHWEST ON
 OD1650'KILMER ROAD FOR 0.45 MILE TO AZIMUTH MARK, BBA-1 (SACGS), ON
 OD1650'RIGHT.  CONTINUE NORTHWEST ON KILMER ROAD FOR 0.10 MILE TO
 OD1650'STATION ON LEFT.
 OD1650'
 OD1650'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1650'SURVEY STAMPED BBA.  THE SURFACE MARK IS SET IN THE TOP OF
 OD1650'A 12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.10 FOOT
 OD1650'BELOW THE GROUND, IT IS LOCATED 53.0 FEET NORTHWEST OF A 30-INCH
 OD1650'MAPLE TREE, 68.4 FEET NORTHWEST OF A 24-INCH ASH TREE BOTH ON
 OD1650'THE NORTHEAST SIDE OF KILMER ROAD, 44.3 FEET SOUTHEAST OF A
 OD1650'ROAD SIGN ON THE SOUTHWEST SIDE OF KILMER ROAD AND 10.4 FEET
 OD1650'SOUTHWEST OF THE CENTERLINE OF KILMER ROAD.  THE UNDERGROUND
 OD1650'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OD1650'48-INCHES BELOW THE GROUND.
 OD1650'
 OD1650'AZIMUTH MARK, BBA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1650'COUNTY GEODETIC SURVEY STAMPED BBA-1.  IT IS LOCATED 43.5 FEET
 OD1650'NORTHEAST OF A 4-INCH POPLAR TREE ON THE SOUTHWEST SIDE OF
 OD1650'KILMER ROAD, 17.0 FEET SOUTHWEST OF A 4-INCH CHERRY TREE, 67.0
 OD1650'FEET NORTHWEST OF A POLE (UNMARKED), BOTH ON THE NORTHEAST SIDE
 OD1650'OF KILMER ROAD AND 10.6 FEET NORTHEAST OF THE CENTERLINE OF
 OD1650'KILMER ROAD.
 OD1650'
 OD1650'HEIGHT OF LIGHT ABOVE STATION MARK 1.02 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1652 ***********************************************************************
 OD1652  DESIGNATION -  BBB
 OD1652  PID         -  OD1652
 OD1652  STATE/COUNTY-  NY/SARATOGA
 OD1652  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1652
 OD1652                         *CURRENT SURVEY CONTROL
 OD1652  ___________________________________________________________________
 OD1652* NAD 83(1996)-  43 06 22.67027(N)    073 56 26.47395(W)     ADJUSTED  
 OD1652* NAVD 88     -       250.8    (meters)     823.     (feet)  VERTCON   
 OD1652  ___________________________________________________________________
 OD1652  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 OD1652  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 OD1652
 OD1652  HORZ ORDER  -  SECOND
 OD1652
 OD1652.The horizontal coordinates were established by classical geodetic methods
 OD1652.and adjusted by the National Geodetic Survey in January 1999..
 OD1652
 OD1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1652
 OD1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1652
 OD1652.The geoid height was determined by GEOID03.
 OD1652
 OD1652;                    North         East     Units Scale Factor Converg.
 OD1652;SPC NY E     -   474,631.572   195,523.705   MT  0.99992549   +0 22 56.0
 OD1652;SPC NY E     - 1,557,187.08    641,480.69   sFT  0.99992549   +0 22 56.0
 OD1652;UTM  18      - 4,773,163.569   586,194.184   MT  0.99969139   +0 43 26.1
 OD1652
 OD1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1652!SPC NY E     -   0.99996543  x   0.99992549  =   0.99989093
 OD1652!UTM  18      -   0.99996543  x   0.99969139  =   0.99965683
 OD1652
 OD1652|---------------------------------------------------------------------|
 OD1652| PID    Reference Object                     Distance      Geod. Az  |
 OD1652|                                                           dddmmss.s |
 OD1652| OD1650 BBA                                 187.796 METERS 15903     |
 OD1652| OD1651 REINHOLT                            APPROX. 1.3 KM 1793209.5 |
 OD1652| DA2982 BBB 1                                              3335359.4 |
 OD1652|---------------------------------------------------------------------|
 OD1652
 OD1652                          SUPERSEDED SURVEY CONTROL
 OD1652
 OD1652  NAD 83(1996)-  43 06 22.67367(N)    073 56 26.47508(W) AD(       ) 2
 OD1652  NAD 83(1992)-  43 06 22.67436(N)    073 56 26.47464(W) AD(       ) 2
 OD1652  NAD 83(1986)-  43 06 22.67485(N)    073 56 26.47390(W) AD(       ) 2
 OD1652  NAD 27      -  43 06 22.40912(N)    073 56 28.02329(W) AD(       ) 2
 OD1652  NGVD 29 (07/19/86)  250.9    (m)          823.     (f) VERT ANG       
 OD1652
 OD1652.Superseded values are not recommended for survey control.
 OD1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1652.See file dsdata.txt to determine how the superseded data were derived.
 OD1652
 OD1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8619473164(NAD 83)
 OD1652_MARKER: DD = SURVEY DISK
 OD1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1652
 OD1652  HISTORY     - Date     Condition        Report By
 OD1652  HISTORY     - 1973     MONUMENTED       NY-091
 OD1652
 OD1652                          STATION DESCRIPTION
 OD1652
 OD1652'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1652'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF MIDDLE GROVE,
 OD1652'3.5 MILES NORTHWEST OF ROCK CITY FALLS, AND 3.5 MILES NORTHEAST
 OD1652'OF EAST GALWAY IN THE TOWNSHIP OF GREENFIELD.
 OD1652'
 OD1652'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLE GROVE
 OD1652'GO NORTHWEST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR
 OD1652'0.95 MILE TO THE INTERSECTION OF KILMER ROAD AND DAKETOWN
 OD1652'ROAD.  TURN LEFT AND GO SOUTHWEST ON KILMER ROAD FOR 0.40 MILE TO
 OD1652'THE JUNCTION OF BOY HAVEN ROAD.  BEAR RIGHT AND GO NORTHWEST ON
 OD1652'KILMER ROAD FOR 0.65 MILE TO STATION ON RIGHT.
 OD1652'
 OD1652'TO REACH AZIMUTH MARK, BBB-1 (SACGS), FROM THE STATION CONTINUE
 OD1652'NORTHWEST ON KILMER ROAD FOR 0.05 MILE TO MARK ON LEFT.
 OD1652'
 OD1652'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1652'SURVEY STAMPED BBB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1652'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1652'THE GROUND.  IT IS LOCATED 33.0 FEET EAST OF A 20-INCH ASH TREE
 OD1652'ON THE SOUTHWEST SIDE OF KILMER ROAD, 26.6 FEET SOUTH OF A
 OD1652'20-INCH ASH TREE, 25.3 FEET NORTHWEST OF AN 18-INCH TWIN CHERRY
 OD1652'TREE BOTH ON THE NORTHEAST SIDE OF KILMER ROAD AND 10.6 FT
 OD1652'NORTHEAST OF THE CENTERLINE OF KILMER ROAD.  THE UNDERGROUND MARK
 OD1652'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OD1652'BELOW THE GROUND.
 OD1652'
 OD1652'AZIMUTH MARK, BBB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1652'COUNTY GEODETIC SURVEY STAMPED BBB-1.  IT IS LOCATED 41.2 FEET
 OD1652'SOUTHWEST OF A 12-INCH MAPLE TREE ON THE NORTHEAST SIDE OF KILMER
 OD1652'ROAD, 42.8 FEET SOUTHEAST OF A 7-INCH CHERRY TREE, 20.7 FEET
 OD1652'NORTHEAST OF A 30-INCH ASH TREE, 61.7 FEET NORTH OF A 30-INCH
 OD1652'MAPLE TREE ALL ON THE SOUTHWEST SIDE OF KILMER ROAD AND 10.0
 OD1652'FEET SOUTHWEST OF THE CENTERLINE OF KILMER ROAD.
 OD1652'
 OD1652'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1645 ***********************************************************************
 OD1645  DESIGNATION -  BBC 1 SACGS 1973
 OD1645  PID         -  OD1645
 OD1645  STATE/COUNTY-  NY/SARATOGA
 OD1645  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1645
 OD1645                         *CURRENT SURVEY CONTROL
 OD1645  ___________________________________________________________________
 OD1645* NAD 83(1996)-  43 05 31.78557(N)    073 56 07.32078(W)     ADJUSTED  
 OD1645* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 OD1645  ___________________________________________________________________
 OD1645  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 OD1645  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OD1645
 OD1645  HORZ ORDER  -  SECOND
 OD1645
 OD1645.The horizontal coordinates were established by classical geodetic methods
 OD1645.and adjusted by the National Geodetic Survey in January 1999..
 OD1645
 OD1645.The orthometric height was scaled from a topographic map.
 OD1645
 OD1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1645
 OD1645.The geoid height was determined by GEOID03.
 OD1645
 OD1645;                    North         East     Units Scale Factor Converg.
 OD1645;SPC NY E     -   473,064.343   195,967.312   MT  0.99992599   +0 23 08.7
 OD1645;SPC NY E     - 1,552,045.27    642,936.09   sFT  0.99992599   +0 23 08.7
 OD1645;UTM  18      - 4,771,599.380   586,647.022   MT  0.99969236   +0 43 38.5
 OD1645
 OD1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1645!SPC NY E     -   0.99997170  x   0.99992599  =   0.99989769
 OD1645!UTM  18      -   0.99997170  x   0.99969236  =   0.99966407
 OD1645
 OD1645                          SUPERSEDED SURVEY CONTROL
 OD1645
 OD1645  NAD 83(1996)-  43 05 31.78895(N)    073 56 07.32200(W) AD(       ) 2
 OD1645  NAD 83(1992)-  43 05 31.78964(N)    073 56 07.32151(W) AD(       ) 2
 OD1645  NAD 83(1986)-  43 05 31.79009(N)    073 56 07.32063(W) AD(       ) 2
 OD1645  NAD 27      -  43 05 31.52455(N)    073 56 08.87114(W) AD(       ) 2
 OD1645
 OD1645.Superseded values are not recommended for survey control.
 OD1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1645.See file dsdata.txt to determine how the superseded data were derived.
 OD1645
 OD1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8664771599(NAD 83)
 OD1645_MARKER: DD = SURVEY DISK
 OD1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1645+STABILITY: SURFACE MOTION
 OD1645
 OD1645  HISTORY     - Date     Condition        Report By
 OD1645  HISTORY     - 1973     MONUMENTED       NY-091
 OD1645
 OD1645                          STATION DESCRIPTION
 OD1645
 OD1645'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1645'STATION BBC SACGS IS LOCATED 1.0 MILE NORTHWEST OF MIDDLE GROVE, 2.5
 OD1645'MILES NORTHWEST OF ROCK CITY FALLS, AND 3.0 MILES NORTHEAST OF
 OD1645'EAST GALWAY IN THE TOWNSHIP OF GREENFIELD.
 OD1645'
 OD1645'TO REACH STATION BBC SACGS FROM THE POST OFFICE IN MIDDLE GROVE, GO
 OD1645'NORTHWEST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.25
 OD1645'MILE TO THE T-INTERSECTION OF YOUNG ROAD.  TURN RIGHT AND GO NORTH
 OD1645'ON BOY HAVEN ROAD FOR 0.20 MILE TO STATION ON RIGHT.
 OD1645'
 OD1645'TO REACH AZIMUTH MARK, BBC-1 (SACGS), FROM THE STATION,
 OD1645'CONTINUE NORTH ON BOY HAVEN ROAD FOR 0.05 MILE TO MARK ON LEFT.
 OD1645'
 OD1645'AZIMUTH MARK, BBC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1645'COUNTY GEODETIC SURVEY STAMPED BBC-1.  IT IS SET IN THE TOP OF A
 OD1645'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1645'GROUND.  IT IS LOCATED 10.4 FEET SOUTHEAST OF A 4-INCH THORN APPLE
 OD1645'TREE ON THE WEST SIDE OF BOY HAVEN ROAD, 52.0 FEET SOUTHWEST OF
 OD1645'A 5-INCH OAK TREE, 67.8 FEET NORTHWEST OF A 6-INCH ASPEN TREE
 OD1645'BOTH ON THE EAST SIDE OF BOY HAVEN ROAD AND 16.8 FEET WEST OF
 OD1645'THE CENTERLINE OF BOY HAVEN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1644 ***********************************************************************
 OD1644  DESIGNATION -  BBC 2 SACGS 1973
 OD1644  PID         -  OD1644
 OD1644  STATE/COUNTY-  NY/SARATOGA
 OD1644  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1644
 OD1644                         *CURRENT SURVEY CONTROL
 OD1644  ___________________________________________________________________
 OD1644* NAD 83(1996)-  43 05 18.48683(N)    073 56 06.23448(W)     ADJUSTED  
 OD1644* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 OD1644  ___________________________________________________________________
 OD1644  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 OD1644  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 OD1644
 OD1644  HORZ ORDER  -  SECOND
 OD1644
 OD1644.The horizontal coordinates were established by classical geodetic methods
 OD1644.and adjusted by the National Geodetic Survey in January 1999..
 OD1644
 OD1644.The orthometric height was scaled from a topographic map.
 OD1644
 OD1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1644
 OD1644.The geoid height was determined by GEOID03.
 OD1644
 OD1644;                    North         East     Units Scale Factor Converg.
 OD1644;SPC NY E     -   472,654.155   195,994.642   MT  0.99992602   +0 23 09.3
 OD1644;SPC NY E     - 1,550,699.51    643,025.75   sFT  0.99992602   +0 23 09.3
 OD1644;UTM  18      - 4,771,189.457   586,676.790   MT  0.99969242   +0 43 39.1
 OD1644
 OD1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1644!SPC NY E     -   0.99997171  x   0.99992602  =   0.99989773
 OD1644!UTM  18      -   0.99997171  x   0.99969242  =   0.99966413
 OD1644
 OD1644                          SUPERSEDED SURVEY CONTROL
 OD1644
 OD1644  NAD 83(1996)-  43 05 18.49021(N)    073 56 06.23573(W) AD(       ) 2
 OD1644  NAD 83(1992)-  43 05 18.49091(N)    073 56 06.23522(W) AD(       ) 2
 OD1644  NAD 83(1986)-  43 05 18.49137(N)    073 56 06.23436(W) AD(       ) 2
 OD1644  NAD 27      -  43 05 18.22574(N)    073 56 07.78451(W) AD(       ) 2
 OD1644
 OD1644.Superseded values are not recommended for survey control.
 OD1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1644.See file dsdata.txt to determine how the superseded data were derived.
 OD1644
 OD1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8667771189(NAD 83)
 OD1644_MARKER: DD = SURVEY DISK
 OD1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1644+STABILITY: SURFACE MOTION
 OD1644
 OD1644  HISTORY     - Date     Condition        Report By
 OD1644  HISTORY     - 1973     MONUMENTED       NY-091
 OD1644
 OD1644                          STATION DESCRIPTION
 OD1644
 OD1644'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1644'STATION BBC SACGS IS LOCATED 1.0 MILE NORTHWEST OF MIDDLE GROVE, 2.5
 OD1644'MILES NORTHWEST OF ROCK CITY FALLS, AND 3.0 MILES NORTHEAST OF
 OD1644'
 OD1644'TO REACH STATION BBC SACGS FROM THE POST OFFICE IN MIDDLE GROVE, GO
 OD1644'NORTHWEST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.25
 OD1644'MILE TO THE T-INTERSECTION OF YOUNG ROAD.  TURN LEFT AND GO
 OD1644'SOUTHWEST ON YOUNG ROAD FOR 0.70 MILE TO THE INTERSECTION OF BOY
 OD1644'HAVEN ROAD AND AZIMUTH MARK, BBC-2 (SACGS), ON THE LEFT.  TURN
 OD1644'RIGHT AND GO NORTH ON BOY HAVEN ROAD FOR 0.20 MILE TO STATION ON
 OD1644'RIGHT.
 OD1644'
 OD1644'AZIMUTH MARK, BBC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1644'COUNTY GEODETIC SURVEY STAMPED BBC-2.  IT IS SET IN THE TOP OF A
 OD1644'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT
 OD1644'BELOW THE GROUND.  IT IS LOCATED 89.2 FEET SOUTHWEST OF A
 OD1644'10-INCH WHITE PINE TREE ON THE NORTH SIDE OF YOUNG ROAD, 33.0
 OD1644'FEET NORTHEAST OF A TRIPLE 10-INCH LOCUST TREE, 19.3 FEET
 OD1644'NORTHWEST OF A 6-INCH LOCUST TREE, BOTH ON THE SOUTH SIDE OF
 OD1644'YOUNG ROAD AND 26.6 FEET SOUTH OF THE CENTERLINE OF YOUNG
 OD1644'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1649 ***********************************************************************
 OD1649  DESIGNATION -  BBC SACGS 1973
 OD1649  PID         -  OD1649
 OD1649  STATE/COUNTY-  NY/SARATOGA
 OD1649  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1649
 OD1649                         *CURRENT SURVEY CONTROL
 OD1649  ___________________________________________________________________
 OD1649* NAD 83(1996)-  43 05 28.92605(N)    073 56 05.71684(W)     ADJUSTED  
 OD1649* NAVD 88     -       211.3    (meters)     693.     (feet)  VERTCON   
 OD1649  ___________________________________________________________________
 OD1649  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 OD1649  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OD1649
 OD1649  HORZ ORDER  -  SECOND
 OD1649
 OD1649.The horizontal coordinates were established by classical geodetic methods
 OD1649.and adjusted by the National Geodetic Survey in January 1999..
 OD1649
 OD1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1649
 OD1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1649
 OD1649.The geoid height was determined by GEOID03.
 OD1649
 OD1649;                    North         East     Units Scale Factor Converg.
 OD1649;SPC NY E     -   472,976.352   196,004.178   MT  0.99992603   +0 23 09.8
 OD1649;SPC NY E     - 1,551,756.58    643,057.04   sFT  0.99992603   +0 23 09.8
 OD1649;UTM  18      - 4,771,511.631   586,684.404   MT  0.99969244   +0 43 39.6
 OD1649
 OD1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1649!SPC NY E     -   0.99997164  x   0.99992603  =   0.99989767
 OD1649!UTM  18      -   0.99997164  x   0.99969244  =   0.99966409
 OD1649
 OD1649|---------------------------------------------------------------------|
 OD1649| PID    Reference Object                     Distance      Geod. Az  |
 OD1649|                                                           dddmmss.s |
 OD1649| OD1648 REINHOLT TRAV NO 2 1973             218.103 METERS 18059     |
 OD1649| OD1644 BBC 2 SACGS 1973                    322.363 METERS 18205     |
 OD1649| OD1645 BBC 1 SACGS 1973                     95.409 METERS 33739     |
 OD1649|---------------------------------------------------------------------|
 OD1649
 OD1649                          SUPERSEDED SURVEY CONTROL
 OD1649
 OD1649  NAD 83(1996)-  43 05 28.92943(N)    073 56 05.71806(W) AD(       ) 2
 OD1649  NAD 83(1992)-  43 05 28.93013(N)    073 56 05.71757(W) AD(       ) 2
 OD1649  NAD 83(1986)-  43 05 28.93058(N)    073 56 05.71669(W) AD(       ) 2
 OD1649  NAD 27      -  43 05 28.66505(N)    073 56 07.26717(W) AD(       ) 2
 OD1649  NGVD 29 (07/19/86)  211.4    (m)          694.     (f) VERT ANG       
 OD1649
 OD1649.Superseded values are not recommended for survey control.
 OD1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1649.See file dsdata.txt to determine how the superseded data were derived.
 OD1649
 OD1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8668471512(NAD 83)
 OD1649_MARKER: DD = SURVEY DISK
 OD1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1649+STABILITY: SURFACE MOTION
 OD1649
 OD1649  HISTORY     - Date     Condition        Report By
 OD1649  HISTORY     - 1973     MONUMENTED       NY-091
 OD1649
 OD1649                          STATION DESCRIPTION
 OD1649
 OD1649'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1649'THE STATION IS LOCATED 1.0 MILE NORTHWEST OF MIDDLE GROVE, 2.5
 OD1649'MILES NORTHWEST OF ROCK CITY FALLS, AND 3.0 MILES NORTHEAST OF
 OD1649'EAST GALWAY IN THE TOWNSHIP OF GREENFIELD.
 OD1649'
 OD1649'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLE GROVE, GO
 OD1649'NORTHWEST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.25
 OD1649'MILE TO THE T-INTERSECTION OF YOUNG ROAD.  TURN LEFT AND GO
 OD1649'SOUTHWEST ON YOUNG ROAD FOR 0.70 MILE TO THE INTERSECTION OF BOY
 OD1649'HAVEN ROAD AND AZIMUTH MARK, BBC-2 (SACGS), ON THE LEFT.  TURN
 OD1649'RIGHT AND GO NORTH ON BOY HAVEN ROAD FOR 0.20 MILE TO STATION ON
 OD1649'RIGHT.
 OD1649'
 OD1649'TO REACH AZIMUTH MARK, BBC-1 (SACGS), FROM THE STATION,
 OD1649'CONTINUE NORTH ON BOY HAVEN ROAD FOR 0.05 MILE TO MARK ON LEFT.
 OD1649'
 OD1649'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1649'SURVEY STAMPED BBC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1649'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1649'GROUND.  IT IS LOCATED 39.0 FEET SOUTHEAST OF AN 8-INCH WHITE PINE
 OD1649'TREE ON THE WEST SIDE OF BOY HAVEN ROAD, 58.2 FEET SOUTHWEST OF
 OD1649'A 6-INCH WHITE PINE TREE, 60.6 FEET SOUTHWEST OF A 6-INCH DOUBLE
 OD1649'WHITE PINE TREE, 33.2 FEET NORTHWEST OF A 12-INCH OAK TREE ALL
 OD1649'ON THE EAST SIDE OF BOY HAVEN ROAD AND 16.0 FEET EAST OF THE
 OD1649'CENTERLINE OF BOY HAVEN ROAD.  THE UNDERGROUND MARK IS SET IN
 OD1649'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1649'GROUND.
 OD1649'
 OD1649'AZIMUTH MARK, BBC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1649'COUNTY GEODETIC SURVEY STAMPED BBC-1.  IT IS SET IN THE TOP OF A
 OD1649'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1649'GROUND.  IT IS LOCATED 10.4 FEET SOUTHEAST OF A 4-INCH THORN APPLE
 OD1649'TREE ON THE WEST SIDE OF BOY HAVEN ROAD, 52.0 FEET SOUTHWEST OF
 OD1649'A 5-INCH OAK TREE, 67.8 FEET NORTHWEST OF A 6-INCH ASPEN TREE
 OD1649'BOTH ON THE EAST SIDE OF BOY HAVEN ROAD AND 16.8 FEET WEST OF
 OD1649'THE CENTERLINE OF BOY HAVEN ROAD.
 OD1649'
 OD1649'AZIMUTH MARK, BBC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1649'COUNTY GEODETIC SURVEY STAMPED BBC-2.  IT IS SET IN THE TOP OF A
 OD1649'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT
 OD1649'BELOW THE GROUND.  IT IS LOCATED 89.2 FEET SOUTHWEST OF A
 OD1649'10-INCH WHITE PINE TREE ON THE NORTH SIDE OF YOUNG ROAD, 33.0
 OD1649'FEET NORTHEAST OF A TRIPLE 10-INCH LOCUST TREE, 19.3 FEET
 OD1649'NORTHWEST OF A 6-INCH LOCUST TREE, BOTH ON THE SOUTH SIDE OF
 OD1649'YOUNG ROAD AND 26.6 FEET SOUTH OF THE CENTERLINE OF YOUNG
 OD1649'ROAD.
 OD1649'
 OD1649'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1647 ***********************************************************************
 OD1647  DESIGNATION -  BBD 1
 OD1647  PID         -  OD1647
 OD1647  STATE/COUNTY-  NY/SARATOGA
 OD1647  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1647
 OD1647                         *CURRENT SURVEY CONTROL
 OD1647  ___________________________________________________________________
 OD1647* NAD 83(1996)-  43 05 05.28196(N)    073 56 09.95519(W)     ADJUSTED  
 OD1647* NAVD 88     -       195.4    (meters)     641.     (feet)  VERTCON   
 OD1647  ___________________________________________________________________
 OD1647  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 OD1647  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 OD1647
 OD1647  HORZ ORDER  -  SECOND
 OD1647
 OD1647.The horizontal coordinates were established by classical geodetic methods
 OD1647.and adjusted by the National Geodetic Survey in January 1999..
 OD1647
 OD1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1647
 OD1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1647
 OD1647.The geoid height was determined by GEOID03.
 OD1647
 OD1647;                    North         East     Units Scale Factor Converg.
 OD1647;SPC NY E     -   472,246.131   195,913.236   MT  0.99992592   +0 23 06.7
 OD1647;SPC NY E     - 1,549,360.85    642,758.68   sFT  0.99992592   +0 23 06.7
 OD1647;UTM  18      - 4,770,781.051   586,597.836   MT  0.99969225   +0 43 36.4
 OD1647
 OD1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1647!SPC NY E     -   0.99997414  x   0.99992592  =   0.99990006
 OD1647!UTM  18      -   0.99997414  x   0.99969225  =   0.99966640
 OD1647
 OD1647|---------------------------------------------------------------------|
 OD1647| PID    Reference Object                     Distance      Geod. Az  |
 OD1647|                                                           dddmmss.s |
 OD1647| OD1646 REINHOLT TRAV NO 1 1973             243.388 METERS 00812     |
 OD1647| OD1654 BBD RESET                           494.555 METERS 1291902.1 |
 OD1647|---------------------------------------------------------------------|
 OD1647
 OD1647                          SUPERSEDED SURVEY CONTROL
 OD1647
 OD1647  NAD 83(1996)-  43 05 05.28535(N)    073 56 09.95646(W) AD(       ) 2
 OD1647  NAD 83(1992)-  43 05 05.28604(N)    073 56 09.95594(W) AD(       ) 2
 OD1647  NAD 83(1986)-  43 05 05.28649(N)    073 56 09.95508(W) AD(       ) 2
 OD1647  NAD 27      -  43 05 05.02013(N)    073 56 11.50498(W) AD(       ) 2
 OD1647  NGVD 29 (07/19/86)  195.5    (m)          641.     (f) VERT ANG       
 OD1647
 OD1647.Superseded values are not recommended for survey control.
 OD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1647.See file dsdata.txt to determine how the superseded data were derived.
 OD1647
 OD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8659870781(NAD 83)
 OD1647_MARKER: DD = SURVEY DISK
 OD1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1647_STAMPING: BBD 1
 OD1647_MARK LOGO: NY-091
 OD1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1647+STABILITY: SURFACE MOTION
 OD1647
 OD1647  HISTORY     - Date     Condition        Report By
 OD1647  HISTORY     - 1973     MONUMENTED       NY-091
 OD1647  HISTORY     - 19841107 GOOD             NGS
 OD1647
 OD1647                          STATION DESCRIPTION
 OD1647
 OD1647'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1647'STATION BBD SACGS IS LOCATED 1.0 MILE SOUTHWEST OF MIDDLE GROVE, 1.5
 OD1647'MILES NORTHWEST OF ROCK CITY FALLS, AND 3.0 MILES EAST OF EAST
 OD1647'GALWAY IN THE TOWNSHIP OF GREENFIELD.
 OD1647'
 OD1647'TO REACH AZIMUTH MARK, BBD-1 (SACGS), FROM THE STATION, GO WEST
 OD1647'OF COUNTY HIGHWAY 21 (EAST GALWAY ROAD) FOR 0.25 MILE TO THE
 OD1647'INTERSECTION OF BOY HAVEN ROAD.  TURN RIGHT AND GO NORTH ON BOY
 OD1647'HAVEN ROAD FOR 0.20 MILE TO MARK ON LEFT.
 OD1647'
 OD1647'AZIMUTH MARK, BBD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1647'COUNTY GEODETIC SURVEY STAMPED BBD-1.  IT IS SET IN THE TOP OF A
 OD1647'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1647'ABOVE THE GROUND.  IT IS LOCATED 41.6 FEET SOUTHWEST OF A
 OD1647'32-INCH MAPLE TREE ON THE EAST SIDE OF BOY HAVEN ROAD, 60.4 FEET
 OD1647'NORTHEAST OF A POLE NM 22, 5.6 FEET SOUTHEAST OF A 32-INCH MAPLE
 OD1647'TREE BOTH ON THE WEST SIDE OF BOY HAVEN ROAD AND 19.4 FEET WEST
 OD1647'OF THE CENTERLINE OF BOY HAVEN ROAD.
 OD1647
 OD1647                          STATION RECOVERY (1984)
 OD1647
 OD1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OD1647'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OD1647'STAMPED--BBD-1--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 OD1647'INCHES (30 CM) IN DIAMETER,, FLUSH WITH GROUND.  LOCATED 61.0 FT (18.6
 OD1647'M) N FROM POWERLINE POLE NUMBER NM 22, 45.0 FT (13.7 M) N FROM THE
 OD1647'NORTH END OF A HOUSE ON THE EAST SIDE OF ROAD, 17.5 FT (5.3 M) W FROM
 OD1647'THE CENTER OF THE ROAD, AND 4.8 FT (1.5 M) SE FROM A METAL WITNESS
 OD1647'SIGN NAILED TO A 36-INCH TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1654 ***********************************************************************
 OD1654  DESIGNATION -  BBD RESET
 OD1654  PID         -  OD1654
 OD1654  STATE/COUNTY-  NY/SARATOGA
 OD1654  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1654
 OD1654                         *CURRENT SURVEY CONTROL
 OD1654  ___________________________________________________________________
 OD1654* NAD 83(1996)-  43 04 55.12733(N)    073 55 53.04053(W)     ADJUSTED  
 OD1654* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 OD1654  ___________________________________________________________________
 OD1654  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 OD1654  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 OD1654
 OD1654  HORZ ORDER  -  SECOND
 OD1654
 OD1654.The horizontal coordinates were established by classical geodetic methods
 OD1654.and adjusted by the National Geodetic Survey in January 1999..
 OD1654
 OD1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1654
 OD1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1654
 OD1654.The geoid height was determined by GEOID03.
 OD1654
 OD1654;                    North         East     Units Scale Factor Converg.
 OD1654;SPC NY E     -   471,935.377   196,297.917   MT  0.99992636   +0 23 18.2
 OD1654;SPC NY E     - 1,548,341.32    644,020.75   sFT  0.99992636   +0 23 18.2
 OD1654;UTM  18      - 4,770,472.668   586,984.273   MT  0.99969308   +0 43 47.8
 OD1654
 OD1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1654!SPC NY E     -   0.99997609  x   0.99992636  =   0.99990245
 OD1654!UTM  18      -   0.99997609  x   0.99969308  =   0.99966917
 OD1654
 OD1654:                Primary Azimuth Mark                     Grid Az
 OD1654:SPC NY E     -  BBD 2                                    262 47 54.2
 OD1654:UTM  18      -  BBD 2                                    262 27 24.6
 OD1654
 OD1654|---------------------------------------------------------------------|
 OD1654| PID    Reference Object                     Distance      Geod. Az  |
 OD1654|                                                           dddmmss.s |
 OD1654| AI8695 BBD 2                                              2631112.4 |
 OD1654| OD1647 BBD 1                               494.555 METERS 3091913.6 |
 OD1654|---------------------------------------------------------------------|
 OD1654
 OD1654                          SUPERSEDED SURVEY CONTROL
 OD1654
 OD1654  NAD 83(1996)-  43 04 55.13070(N)    073 55 53.04182(W) AD(       ) 2
 OD1654  NAD 83(1992)-  43 04 55.13141(N)    073 55 53.04129(W) AD(       ) 2
 OD1654  NAD 83(1986)-  43 04 55.13185(N)    073 55 53.04039(W) AD(       ) 2
 OD1654  NAD 27      -  43 04 54.86572(N)    073 55 54.59129(W) AD(       ) 2
 OD1654  NGVD 29 (07/19/86)  183.1    (m)          601.     (f) VERT ANG       
 OD1654
 OD1654.Superseded values are not recommended for survey control.
 OD1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1654.See file dsdata.txt to determine how the superseded data were derived.
 OD1654
 OD1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8698470473(NAD 83)
 OD1654_MARKER: DH = HORIZONTAL CONTROL DISK
 OD1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1654_STAMPING: BBD 1973 1984
 OD1654_MARK LOGO: NY-091
 OD1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1654+STABILITY: SURFACE MOTION
 OD1654
 OD1654  HISTORY     - Date     Condition        Report By
 OD1654  HISTORY     - 1984     MONUMENTED       NGS
 OD1654
 OD1654                          STATION DESCRIPTION
 OD1654
 OD1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OD1654'THE STATION MARK WAS RECOVERED BROKEN OFF AND THE DISK MISSING.  A NEW
 OD1654'SURFACE MARK WAS SET OVER THE UNDERGROUND DISK.  AZIMUTHS MARKS 1 AND
 OD1654'2 WERE RECOVERED IN GOOD CONDITION.  AZIMUTH MARK 1 IS BLOCKED BY A
 OD1654'HOUSE AT THE PRESENT TIME.  A NEW DESCRIPTION FOLLOWS.
 OD1654'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF EAST GALWAY, 2.4
 OD1654'KM (1.50 MI) NORTHWEST OF ROCK CITY FALLS, 1.6 KM (1.00 MI) SOUTHWEST
 OD1654'OF MIDDLE GROVE AND IN THE TOWNSHIP OF GREENFIELD.  TO REACH THE
 OD1654'STATION FROM THE POST OFFICE, IN MIDDLE GROVE, GO SOUTHEAST ON COUNTY
 OD1654'HIGHWAY 12 FOR 0.1 KM (0.05 MI) TO A T-ROAD.  TURN RIGHT AND GO
 OD1654'SOUTHWEST AND WEST ON COUNTY HIGHWAY 21 FOR 1.4 KM (0.85 MI) TO THE
 OD1654'STATION ON THE LEFT.  TO REACH MARK BBD-2 FROM THE STATION, GO WEST ON
 OD1654'COUNTY HIGHWAY 21 FOR 0.4 KM (0.25 MI) TO A CROSSROAD AND THE MARK 170
 OD1654'FT (51.8 M) TO THE WEST.  TO REACH MARK BBD-1 FROM THIS CROSSROAD, GO
 OD1654'NORTH ON BOYHAVEN ROAD FOR 0.3 KM (0.20 MI) TO THE MARK ON THE LEFT.
 OD1654'STATION IS A STANDARD SACGS DISK STAMPED--BBD 1973 1984--, SET INTO
 OD1654'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER
 OD1654'RECESSED 8 INCHES (20 CM) BELOW THE GROUND.  LOCATED 123.5 FT (37.6 M)
 OD1654'WSW FROM POWERLINE POLE NUMBER 125 510, 28.8 FT (8.8 M) NNW FROM A
 OD1654'8-INCH PINE TREE WITH METAL WITNESS SIGN ATTACHED, 16.0 FT (4.9 M) S
 OD1654'FROM THE CENTER OF THE ROAD, AND 31.0 FT (9.4 M) NNE FROM A 8-INCH
 OD1654'CEDAR TREE.  THE UNDERGROUND MARK IS A STANDARD SACGS DISK
 OD1654'STAMPED--BBD--, SET INTO AN IRREGULAR MASS OF CONCRETE 4.0 FT (1.2 M)
 OD1654'BELOW THE SURFACE.
 OD1654'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OD1654'STAMPED--BBD-1--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 OD1654'INCHES (30 CM) IN DIAMETER,, FLUSH WITH GROUND.  LOCATED 61.0 FT (18.6
 OD1654'M) N FROM POWERLINE POLE NUMBER NM 22, 45.0 FT (13.7 M) N FROM THE
 OD1654'NORTH END OF A HOUSE ON THE EAST SIDE OF ROAD, 17.5 FT (5.3 M) W FROM
 OD1654'THE CENTER OF THE ROAD, AND 4.8 FT (1.5 M) SE FROM A METAL WITNESS
 OD1654'SIGN NAILED TO A 36-INCH TREE STUMP.
 OD1654'AZIMUTH MARK NO 2 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OD1654'STAMPED--BBD-2--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 OD1654'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 170.0 FT (51.8
 OD1654'M) W FROM THE CENTER OF BOYHAVEN ROAD, 59.5 FT (18.1 M) E FROM THE
 OD1654'CENTER OF THE ENTRANCE TO CEMETERY, 17.7 FT (5.4 M) S FROM THE CENTER
 OD1654'OF THE HIGHWAY, 5.0 FT (1.5 M) N FROM THE NORTHEAST STONE WALL CORNER,
 OD1654'AND 1.2 FT (0.4 M) N FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1316 ***********************************************************************
 LX1316  DESIGNATION -  BC 21
 LX1316  PID         -  LX1316
 LX1316  STATE/COUNTY-  NY/PUTNAM
 LX1316  USGS QUAD   -  WEST POINT (1981)
 LX1316
 LX1316                         *CURRENT SURVEY CONTROL
 LX1316  ___________________________________________________________________
 LX1316* NAD 83(1986)-  41 22 48.     (N)    073 54 52.     (W)     SCALED    
 LX1316* NAVD 88     -       187.221  (meters)     614.24   (feet)  ADJUSTED  
 LX1316  ___________________________________________________________________
 LX1316  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LX1316  DYNAMIC HT  -         187.149 (meters)     614.00  (feet)  COMP
 LX1316  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 LX1316
 LX1316  VERT ORDER  -  FIRST     CLASS I
 LX1316
 LX1316.The horizontal coordinates were scaled from a topographic map and have
 LX1316.an estimated accuracy of +/- 6 seconds.
 LX1316
 LX1316.The orthometric height was determined by differential leveling
 LX1316.and adjusted by the National Geodetic Survey in June 1991..
 LX1316
 LX1316.The geoid height was determined by GEOID03.
 LX1316
 LX1316.The dynamic height is computed by dividing the NAVD 88
 LX1316.geopotential number by the normal gravity value computed on the
 LX1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1316.degrees latitude (g = 980.6199 gals.).
 LX1316
 LX1316.The modeled gravity was interpolated from observed gravity values.
 LX1316
 LX1316;                    North         East    Units  Estimated Accuracy
 LX1316;SPC NY E     -   282,910.      198,980.      MT  (+/- 180 meters Scaled)
 LX1316
 LX1316                          SUPERSEDED SURVEY CONTROL
 LX1316
 LX1316  NGVD 29 (??/??/??)  187.515  (m)          615.21   (f) ADJUSTED    1 1
 LX1316
 LX1316.Superseded values are not recommended for survey control.
 LX1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1316.See file dsdata.txt to determine how the superseded data were derived.
 LX1316
 LX1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL907815(NAD 83)
 LX1316_MARKER: DD = SURVEY DISK
 LX1316_SETTING: 66 = SET IN ROCK OUTCROP
 LX1316_SP_SET: ROCK OUTCROP
 LX1316_STAMPING: B C 21 1934
 LX1316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1316+STABILITY: POSITION/ELEVATION WELL
 LX1316
 LX1316  HISTORY     - Date     Condition        Report By
 LX1316  HISTORY     - 1934     MONUMENTED       USGS
 LX1316  HISTORY     - 1974     GOOD             NGS
 LX1316  HISTORY     - 1978     GOOD             NGS
 LX1316
 LX1316                          STATION DESCRIPTION
 LX1316
 LX1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1316'6.9 MI N FROM PEEKSKILL.
 LX1316'6.8 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1316'OVERPASS AT PEEKSKILL, THENCE 0.1 MILE WEST ALONG TRAVIS CORNERS
 LX1316'ROAD, ABOUT 60 YARDS WEST OF THE SOUTHWEST CORNER OF SOUTH
 LX1316'HIGHLAND METHODIST EPISCOPAL CHURCH BUILDING, IN THE WEST END
 LX1316'OF A 9- BY 3-FOOT ROCK OUTCROP, 71 FEET SOUTH OF THE CENTER
 LX1316'LINE OF THE ROAD, 32.8 FEET SOUTHWEST OF THE CENTER LINE OF AN
 LX1316'ASPHALT ROAD SOUTHEAST, 14 FEET NORTH OF A ROCK CLIFF WHICH
 LX1316'PROJECTS ABOUT 6 FEET ABOVE THE GROUND, 27 FEET WEST OF A LARGE
 LX1316'OAK TREE, AND ABOUT 20 FEET HIGHER THAN THE ROAD.
 LX1316
 LX1316                          STATION RECOVERY (1978)
 LX1316
 LX1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5317 ***********************************************************************
 LX5317  DESIGNATION -  BC 215
 LX5317  PID         -  LX5317
 LX5317  STATE/COUNTY-  NY/SUFFOLK
 LX5317  USGS QUAD   -  NEW LONDON (1984)
 LX5317
 LX5317                         *CURRENT SURVEY CONTROL
 LX5317  ___________________________________________________________________
 LX5317* NAD 83(1996)-  41 15 03.11244(N)    072 02 10.18180(W)     ADJUSTED  
 LX5317* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5317  ___________________________________________________________________
 LX5317  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX5317  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX5317
 LX5317  HORZ ORDER  -  THIRD
 LX5317
 LX5317.This mark is at Elizabeth Field Airport (0B8)
 LX5317
 LX5317.The horizontal coordinates were established by classical geodetic methods
 LX5317.and adjusted by the National Geodetic Survey in January 1999..
 LX5317
 LX5317.The orthometric height was scaled from a topographic map.
 LX5317
 LX5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5317
 LX5317.The geoid height was determined by GEOID03.
 LX5317
 LX5317;                    North         East     Units Scale Factor Converg.
 LX5317;SPC NY L     -   122,244.894   464,589.241   MT  1.00001932   +1 17 04.2
 LX5317;SPC NY L     -   401,065.12  1,524,239.87   sFT  1.00001932   +1 17 04.2
 LX5317;SPC CT       -   199,017.261   364,630.277   MT  0.99999525   +0 28 23.9
 LX5317;SPC CT       -   652,942.46  1,196,291.17   sFT  0.99999525   +0 28 23.9
 LX5317;UTM  18      - 4,570,843.037   748,330.507   MT  1.00035902   +1 57 18.8
 LX5317;UTM  19      - 4,571,052.460   245,609.024   MT  1.00039653   -2 00 10.8
 LX5317
 LX5317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5317!SPC NY L     -   1.00000356  x   1.00001932  =   1.00002288
 LX5317!SPC CT       -   1.00000356  x   0.99999525  =   0.99999881
 LX5317!UTM  18      -   1.00000356  x   1.00035902  =   1.00036258
 LX5317!UTM  19      -   1.00000356  x   1.00039653  =   1.00040009
 LX5317
 LX5317                          SUPERSEDED SURVEY CONTROL
 LX5317
 LX5317  NAD 83(1996)-  41 15 03.11250(N)    072 02 10.18186(W) AD(       ) 4
 LX5317  NAD 83(1992)-  41 15 03.11127(N)    072 02 10.18119(W) AD(       ) 4
 LX5317  NAD 83(1986)-  41 15 03.11247(N)    072 02 10.18670(W) AD(       ) 4
 LX5317  NAD 27      -  41 15 02.75500(N)    072 02 11.92000(W) AD(       ) 3
 LX5317
 LX5317.Superseded values are not recommended for survey control.
 LX5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5317.See file dsdata.txt to determine how the superseded data were derived.
 LX5317
 LX5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4833170843(NAD 83)
 LX5317_MARKER: Z = SEE DESCRIPTION
 LX5317_SETTING: 0 = UNSPECIFIED SETTING
 LX5317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5317
 LX5317  HISTORY     - Date     Condition        Report By
 LX5317  HISTORY     - 1943     MONUMENTED       CGS
 LX5317  HISTORY     - 1954     GOOD             CGS
 LX5317  HISTORY     - 20001231 MARK NOT FOUND   NGS
 LX5317
 LX5317                          STATION DESCRIPTION
 LX5317
 LX5317'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5317'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT WRIGHT,
 LX5317'ON FISHERS ISLAND, AND IS THE PINTEL CENTER OF THE INSTRUMENT
 LX5317'HOUSED IN THE CONCRETE FIRE CONTROL BUILDING.  IT WAS LOCATED
 LX5317'BY TRAVERSE FROM STATION BATTERY 215.
 LX5317
 LX5317                          STATION RECOVERY (1954)
 LX5317
 LX5317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5317'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON TOP OF
 LX5317'THE LARGE MOUND AT BATTERY 215.  ORIGINAL DESCRIPTION IS
 LX5317'OTHERWISE ADEQUATE AND COMPLETE.
 LX5317
 LX5317                          STATION RECOVERY (2000)
 LX5317
 LX5317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5317'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0916 ***********************************************************************
 OD0916  DESIGNATION -  BC 279.16
 OD0916  PID         -  OD0916
 OD0916  STATE/COUNTY-  NY/SARATOGA
 OD0916  USGS QUAD   -  GLENS FALLS (1966)
 OD0916
 OD0916                         *CURRENT SURVEY CONTROL
 OD0916  ___________________________________________________________________
 OD0916* NAD 83(1986)-  43 18 17.     (N)    073 38 28.     (W)     SCALED    
 OD0916* NAVD 88     -        84.662  (meters)     277.76   (feet)  ADJUSTED  
 OD0916  ___________________________________________________________________
 OD0916  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 OD0916  DYNAMIC HT  -          84.644 (meters)     277.70  (feet)  COMP
 OD0916  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 OD0916
 OD0916  VERT ORDER  -  SECOND    CLASS 0
 OD0916
 OD0916.The horizontal coordinates were scaled from a topographic map and have
 OD0916.an estimated accuracy of +/- 6 seconds.
 OD0916
 OD0916.The orthometric height was determined by differential leveling
 OD0916.and adjusted by the National Geodetic Survey in June 1991..
 OD0916
 OD0916.The geoid height was determined by GEOID03.
 OD0916
 OD0916.The dynamic height is computed by dividing the NAVD 88
 OD0916.geopotential number by the normal gravity value computed on the
 OD0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0916.degrees latitude (g = 980.6199 gals.).
 OD0916
 OD0916.The modeled gravity was interpolated from observed gravity values.
 OD0916
 OD0916;                    North         East    Units  Estimated Accuracy
 OD0916;SPC NY E     -   496,880.      219,680.      MT  (+/- 180 meters Scaled)
 OD0916
 OD0916                          SUPERSEDED SURVEY CONTROL
 OD0916
 OD0916  NGVD 29 (??/??/92)   84.831  (m)          278.32   (f) ADJ UNCH    2 0
 OD0916
 OD0916.Superseded values are not recommended for survey control.
 OD0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0916.See file dsdata.txt to determine how the superseded data were derived.
 OD0916
 OD0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN102955(NAD 83)
 OD0916_MARKER: DB = BENCH MARK DISK
 OD0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0916_SP_SET: BRIDGE
 OD0916_STAMPING: B. C. 279.16 1933
 OD0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0916
 OD0916  HISTORY     - Date     Condition        Report By
 OD0916  HISTORY     - 1933     MONUMENTED       RBNF
 OD0916  HISTORY     - 1942     GOOD             NGS
 OD0916  HISTORY     - 20030508 MARK NOT FOUND   NYDT
 OD0916
 OD0916                          STATION DESCRIPTION
 OD0916
 OD0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OD0916'0.5 MI S FROM GLENS FALLS.
 OD0916'TO REACH FROM THE FALLS INSURANCE COMPANY BUILDING AT GLENS FALLS--
 OD0916'PROCEED 0.5 MILES SOUTHERLY NO. 9 TO SITE OF BENCH MARK.  BENCH MARK
 OD0916'IS ABOUT 132.0 FEET WEST OF THE WEST SIDE OF A LARGE CONCRETE BRIDGE
 OD0916'OVER THE HUDSON RIVER.  IT IS SET HORIZONTALLY 19.0 FEET EAST OF THE
 OD0916'WEST END OF THE CONCRETE RETAINING OF A DAM ACROSS THE HUDSON RIVER,
 OD0916'8.6 FEET ABOVE THE GROUND.
 OD0916
 OD0916                          STATION RECOVERY (2003)
 OD0916
 OD0916'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 OD0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1282 ***********************************************************************
 LX1282  DESIGNATION -  BC 29 433
 LX1282  PID         -  LX1282
 LX1282  STATE/COUNTY-  NY/WESTCHESTER
 LX1282  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX1282
 LX1282                         *CURRENT SURVEY CONTROL
 LX1282  ___________________________________________________________________
 LX1282* NAD 83(1986)-  41 19 52.     (N)    073 49 14.     (W)     SCALED    
 LX1282* NAVD 88     -       131.649  (meters)     431.92   (feet)  ADJUSTED  
 LX1282  ___________________________________________________________________
 LX1282  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LX1282  DYNAMIC HT  -         131.600 (meters)     431.76  (feet)  COMP
 LX1282  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 LX1282
 LX1282  VERT ORDER  -  SECOND    CLASS 0
 LX1282
 LX1282.The horizontal coordinates were scaled from a topographic map and have
 LX1282.an estimated accuracy of +/- 6 seconds.
 LX1282
 LX1282.The orthometric height was determined by differential leveling
 LX1282.and adjusted by the National Geodetic Survey in June 1991..
 LX1282
 LX1282.The geoid height was determined by GEOID03.
 LX1282
 LX1282.The dynamic height is computed by dividing the NAVD 88
 LX1282.geopotential number by the normal gravity value computed on the
 LX1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1282.degrees latitude (g = 980.6199 gals.).
 LX1282
 LX1282.The modeled gravity was interpolated from observed gravity values.
 LX1282
 LX1282;                    North         East    Units  Estimated Accuracy
 LX1282;SPC NY E     -   277,540.      206,870.      MT  (+/- 180 meters Scaled)
 LX1282
 LX1282                          SUPERSEDED SURVEY CONTROL
 LX1282
 LX1282  NGVD 29 (??/??/92)  131.928  (m)          432.83   (f) ADJ UNCH    2 0
 LX1282
 LX1282.Superseded values are not recommended for survey control.
 LX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1282.See file dsdata.txt to determine how the superseded data were derived.
 LX1282
 LX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL986761(NAD 83)
 LX1282_MARKER: DD = SURVEY DISK
 LX1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1282_STAMPING: BC 29 433.0 1934
 LX1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1282+STABILITY: SURFACE MOTION
 LX1282
 LX1282  HISTORY     - Date     Condition        Report By
 LX1282  HISTORY     - 1934     MONUMENTED       USGS
 LX1282  HISTORY     - 1935     GOOD             NGS
 LX1282
 LX1282                          STATION DESCRIPTION
 LX1282
 LX1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1282'IN SHRUB OAK.
 LX1282'AT SHURB OAK, ON RT 6 WESTCHESTER COUNTY, ON U.S. HIGHWAY 6, 36
 LX1282'FEET SOUTHEAST OF THE INTERSECTION OF THE MOHANSIC LAKE ROAD, 27
 LX1282'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET WEST OF A
 LX1282'40-INCH MAPLE TREE, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 LX1282'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED BC 29
 LX1282'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0886 ***********************************************************************
 LW0886  DESIGNATION -  BC 3
 LW0886  PID         -  LW0886
 LW0886  STATE/COUNTY-  NY/SUFFOLK
 LW0886  USGS QUAD   -  
 LW0886
 LW0886                         *CURRENT SURVEY CONTROL
 LW0886  ___________________________________________________________________
 LW0886* NAD 83(1996)-  41 03 58.16053(N)    071 51 40.89533(W)     ADJUSTED  
 LW0886* NAVD 88     -        31.147  (meters)     102.19   (feet)  ADJUSTED  
 LW0886  ___________________________________________________________________
 LW0886  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LW0886  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LW0886  DYNAMIC HT  -          31.136 (meters)     102.15  (feet)  COMP
 LW0886  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW0886
 LW0886  HORZ ORDER  -  SECOND
 LW0886  VERT ORDER  -  SECOND    CLASS 0
 LW0886
 LW0886.The horizontal coordinates were established by classical geodetic methods
 LW0886.and adjusted by the National Geodetic Survey in January 1999..
 LW0886
 LW0886.The orthometric height was determined by differential leveling
 LW0886.and adjusted by the National Geodetic Survey in June 1991..
 LW0886
 LW0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0886
 LW0886.The geoid height was determined by GEOID03.
 LW0886
 LW0886.The dynamic height is computed by dividing the NAVD 88
 LW0886.geopotential number by the normal gravity value computed on the
 LW0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0886.degrees latitude (g = 980.6199 gals.).
 LW0886
 LW0886.The modeled gravity was interpolated from observed gravity values.
 LW0886
 LW0886;                    North         East     Units Scale Factor Converg.
 LW0886;SPC NY L     -   102,080.654   479,737.357   MT  1.00000199   +1 23 55.8
 LW0886;SPC NY L     -   334,909.61  1,573,938.31   sFT  1.00000199   +1 23 55.8
 LW0886;SPC CT       -   178,640.887   379,491.605   MT  1.00001622   +0 35 21.2
 LW0886;SPC CT       -   586,090.98  1,245,048.71   sFT  1.00001622   +0 35 21.2
 LW0886;UTM  19      - 4,550,046.495   259,582.170   MT  1.00031145   -1 52 50.2
 LW0886
 LW0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0886!SPC NY L     -   0.99999998  x   1.00000199  =   1.00000197
 LW0886!SPC CT       -   0.99999998  x   1.00001622  =   1.00001620
 LW0886!UTM  19      -   0.99999998  x   1.00031145  =   1.00031143
 LW0886
 LW0886:                Primary Azimuth Mark                     Grid Az
 LW0886:SPC NY L     -  MONTAUK POINT LIGHTHOUSE                 032 30 32.2
 LW0886:SPC CT       -  MONTAUK POINT LIGHTHOUSE                 033 19 06.8
 LW0886:UTM  19      -  MONTAUK POINT LIGHTHOUSE                 035 47 18.2
 LW0886
 LW0886|---------------------------------------------------------------------|
 LW0886| PID    Reference Object                     Distance      Geod. Az  |
 LW0886|                                                           dddmmss.s |
 LW0886| LW3167 MONTAUK POINT LIGHTHOUSE            APPROX. 0.6 KM 0335428.0 |
 LW0886| LW3171 B 5/1 S 5/1 1943                    266.908 METERS 22154     |
 LW0886|---------------------------------------------------------------------|
 LW0886
 LW0886                          SUPERSEDED SURVEY CONTROL
 LW0886
 LW0886  NAD 83(1996)-  41 03 58.16091(N)    071 51 40.89721(W) AD(       ) 2
 LW0886  NAD 83(1992)-  41 03 58.15567(N)    071 51 40.90251(W) AD(       ) 2
 LW0886  NAD 83(1986)-  41 03 58.15596(N)    071 51 40.90498(W) AD(       ) 2
 LW0886  NAD 27      -  41 03 57.79100(N)    071 51 42.67500(W) AD(       ) 2
 LW0886  NGVD 29 (??/??/92)   31.436  (m)          103.14   (f) ADJ UNCH    2 0
 LW0886
 LW0886.Superseded values are not recommended for survey control.
 LW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0886.See file dsdata.txt to determine how the superseded data were derived.
 LW0886
 LW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5958250046(NAD 83)
 LW0886_MARKER: DS = TRIANGULATION STATION DISK
 LW0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0886_SP_SET: DUGOUT
 LW0886_STAMPING: BC 3 1943
 LW0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0886
 LW0886  HISTORY     - Date     Condition        Report By
 LW0886  HISTORY     - 1943     MONUMENTED       CGS
 LW0886  HISTORY     - 1943     GOOD             CGS
 LW0886
 LW0886                          STATION DESCRIPTION
 LW0886
 LW0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0886'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT HERO,
 LW0886'LONG ISLAND, AND IS THE PINTLE CENTER OF THE INSTRUMENT HOUSED
 LW0886'IN THE DUGOUT-TYPE FIRE-CONTROL BUILDING.  IT IS A STANDARD DISK
 LW0886'STAMPED BC 3 1943 AND SET IN A DRILL HOLE IN THE CONCRETE ROOF
 LW0886'OF THE BUILDING DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  THE
 LW0886'ROOF IS COVERED WITH ABOUT 18 IN. OF DIRT.
 LW0886
 LW0886                          STATION RECOVERY (1943)
 LW0886
 LW0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0886'AT FORT HERO.
 LW0886'AT FORT HERO, SUFFOLK COUNTY, IN THE TOP OF A DUGOUT, 8.4 FEET
 LW0886'NORTHWEST OF THE NORTHEAST CORNER OF THE DUGOUT,
 LW0886'8.4 FEET NORTHWEST OF THE SOUTHEAST CORNER, 5 FEET NORTHEAST
 LW0886'OF THE NORTHEAST CORNER OF THE STEEL DOOR LEADING DOWN INTO THE
 LW0886'DUGOUT, AND ABOUT 1.5 FEET BELOW THE GROUND.  A STANDARD
 LW0886'TRIANGULATION-STATION DISK, STAMPED BC 3 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5660 ***********************************************************************
 LX5660  DESIGNATION -  BC AND B 1 STEELE
 LX5660  PID         -  LX5660
 LX5660  STATE/COUNTY-  NY/SUFFOLK
 LX5660  USGS QUAD   -  PLUM ISLAND (1954)
 LX5660
 LX5660                         *CURRENT SURVEY CONTROL
 LX5660  ___________________________________________________________________
 LX5660* NAD 83(1996)-  41 11 08.55850(N)    072 10 54.09744(W)     ADJUSTED  
 LX5660* NAVD 88     -        26.23   (+/-2cm)      86.1    (feet)  VERTCON   
 LX5660  ___________________________________________________________________
 LX5660  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LX5660  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5660
 LX5660  HORZ ORDER  -  THIRD
 LX5660  VERT ORDER  -  THIRD ? (See Below)
 LX5660
 LX5660.The horizontal coordinates were established by classical geodetic methods
 LX5660.and adjusted by the National Geodetic Survey in January 1999..
 LX5660
 LX5660.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5660.The vertical order pertains to the NGVD 29 superseded value.
 LX5660
 LX5660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5660
 LX5660.The geoid height was determined by GEOID03.
 LX5660
 LX5660;                    North         East     Units Scale Factor Converg.
 LX5660;SPC NY L     -   114,747.158   452,544.210   MT  1.00001202   +1 11 21.6
 LX5660;SPC NY L     -   376,466.30  1,484,722.13   sFT  1.00001202   +1 11 21.6
 LX5660;SPC CT       -   191,691.071   352,480.430   MT  1.00000147   +0 22 36.6
 LX5660;SPC CT       -   628,906.46  1,156,429.54   sFT  1.00000147   +0 22 36.6
 LX5660;UTM  18      - 4,563,202.819   736,370.169   MT  1.00028767   +1 51 24.2
 LX5660
 LX5660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5660!SPC NY L     -   1.00000073  x   1.00001202  =   1.00001275
 LX5660!SPC CT       -   1.00000073  x   1.00000147  =   1.00000220
 LX5660!UTM  18      -   1.00000073  x   1.00028767  =   1.00028840
 LX5660
 LX5660                          SUPERSEDED SURVEY CONTROL
 LX5660
 LX5660  NAD 83(1996)-  41 11 08.55854(N)    072 10 54.09752(W) AD(       ) 4
 LX5660  NAD 83(1992)-  41 11 08.55712(N)    072 10 54.09652(W) AD(       ) 4
 LX5660  NAD 83(1986)-  41 11 08.55873(N)    072 10 54.10217(W) AD(       ) 4
 LX5660  NAD 27      -  41 11 08.20100(N)    072 10 55.81900(W) AD(       ) 3
 LX5660  NGVD 29 (07/19/86)   26.52   (m)           87.0    (f) LEVELING    3  
 LX5660
 LX5660.Superseded values are not recommended for survey control.
 LX5660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5660.See file dsdata.txt to determine how the superseded data were derived.
 LX5660
 LX5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3637063203(NAD 83)
 LX5660_MARKER: N = NAIL
 LX5660_SETTING: 0 = UNSPECIFIED SETTING
 LX5660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5660
 LX5660  HISTORY     - Date     Condition        Report By
 LX5660  HISTORY     - 1940     MONUMENTED       CGS
 LX5660
 LX5660                          STATION DESCRIPTION
 LX5660
 LX5660'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5660'THIS IS THE INSTRUMENT CENTER INSIDE THE OBSERVING STATION AT
 LX5660'BATTERY STEELE.  IT IS IN THE S SECTION OF THE BUILDING WHICH
 LX5660'IS THE HIGHEST SECTION.  THIS POINT WAS PROJECTED TO THE TOP OF
 LX5660'THE ROOF WHERE A NAIL WAS DRIVEN.  THIS NAIL WAS LOCATED BY
 LX5660'DIRECTION AND TRAVERSE FROM TRIANGULATION STATION STEELE, WHICH
 LX5660'IS IN THE N END OF THIS SAME BUILDING ON PLUM ISLAND, AT
 LX5660'FORT TERRY.
 LX5660'
 LX5660'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5563 ***********************************************************************
 LX5563  DESIGNATION -  BC BENJAMIN
 LX5563  PID         -  LX5563
 LX5563  STATE/COUNTY-  NY/SUFFOLK
 LX5563  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5563
 LX5563                         *CURRENT SURVEY CONTROL
 LX5563  ___________________________________________________________________
 LX5563* NAD 83(1996)-  41 12 12.35682(N)    072 07 01.74121(W)     ADJUSTED  
 LX5563* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5563  ___________________________________________________________________
 LX5563  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 LX5563  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5563
 LX5563  HORZ ORDER  -  SECOND
 LX5563
 LX5563.The horizontal coordinates were established by classical geodetic methods
 LX5563.and adjusted by the National Geodetic Survey in January 1999..
 LX5563
 LX5563.The orthometric height was scaled from a topographic map.
 LX5563
 LX5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5563
 LX5563.The geoid height was determined by GEOID03.
 LX5563
 LX5563;                    North         East     Units Scale Factor Converg.
 LX5563;SPC NY L     -   116,829.258   457,915.866   MT  1.00001388   +1 13 53.5
 LX5563;SPC NY L     -   383,297.32  1,502,345.64   sFT  1.00001388   +1 13 53.5
 LX5563;SPC CT       -   193,696.792   357,880.994   MT  0.99999966   +0 25 10.6
 LX5563;SPC CT       -   635,486.89  1,174,147.89   sFT  0.99999966   +0 25 10.6
 LX5563;UTM  18      - 4,565,348.017   741,718.741   MT  1.00031914   +1 53 59.8
 LX5563
 LX5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5563!SPC NY L     -   1.00000363  x   1.00001388  =   1.00001751
 LX5563!SPC CT       -   1.00000363  x   0.99999966  =   1.00000329
 LX5563!UTM  18      -   1.00000363  x   1.00031914  =   1.00032278
 LX5563
 LX5563                          SUPERSEDED SURVEY CONTROL
 LX5563
 LX5563  NAD 83(1996)-  41 12 12.35686(N)    072 07 01.74130(W) AD(       ) 2
 LX5563  NAD 83(1992)-  41 12 12.35547(N)    072 07 01.74024(W) AD(       ) 2
 LX5563  NAD 83(1986)-  41 12 12.35704(N)    072 07 01.74608(W) AD(       ) 2
 LX5563  NAD 27      -  41 12 12.00200(N)    072 07 03.46900(W) AD(       ) 2
 LX5563
 LX5563.Superseded values are not recommended for survey control.
 LX5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5563.See file dsdata.txt to determine how the superseded data were derived.
 LX5563
 LX5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4171965348(NAD 83)
 LX5563_MARKER: DS = TRIANGULATION STATION DISK
 LX5563_SETTING: 0 = UNSPECIFIED SETTING
 LX5563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5563
 LX5563  HISTORY     - Date     Condition        Report By
 LX5563  HISTORY     - 1940     MONUMENTED       CGS
 LX5563  HISTORY     - 1962     GOOD             CGS
 LX5563  HISTORY     - 20001231 GOOD             NGS
 LX5563
 LX5563                          STATION DESCRIPTION
 LX5563
 LX5563'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5563'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5563'MICHIE, GREAT GULL ISLAND, AND IS THE APPROXIMATE CENTER OF THE
 LX5563'CONCRETE FLOOR OF THE CROWS-NEST NEAR THE NE END OF THE ISLAND.
 LX5563'
 LX5563'IT IS MARKED BY A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LX5563'BC BENJAMIN 1940 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE
 LX5563'OF THE FLOOR.
 LX5563'
 LX5563'LOCATED BY TRAVERSE FROM STATION B1 DAVIS.
 LX5563'
 LX5563'THIS IS A TRAVERSE STATION.
 LX5563
 LX5563                          STATION RECOVERY (1962)
 LX5563
 LX5563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5563'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 LX5563'FOLLOWS--
 LX5563'
 LX5563'THE STATION IS ON GREAT GULL ISLAND, OWNED BY THE AMERICAN
 LX5563'MUSEUM OF NATURAL HISTORY.  IT IS A STANDARD DISK STAMPED BC
 LX5563'BENJAMIN 1940 SET IN THE FLOOR OF A BLOCK HOUSE GUARDING THE
 LX5563'ENTRANCE TO A TUNNEL ON THE NE END OF THE ISLAND.  IT IS
 LX5563'APPROXIMATELY 700 FEET NE OF THE MOST NE ONE OF THE TWO DOCKS ON
 LX5563'THE NW SIDE OF THE ISLAND.
 LX5563
 LX5563                          STATION RECOVERY (2000)
 LX5563
 LX5563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5563'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5330 ***********************************************************************
 LX5330  DESIGNATION -  BC BUTTERFIELD
 LX5330  PID         -  LX5330
 LX5330  STATE/COUNTY-  NY/SUFFOLK
 LX5330  USGS QUAD   -  NEW LONDON (1984)
 LX5330
 LX5330                         *CURRENT SURVEY CONTROL
 LX5330  ___________________________________________________________________
 LX5330* NAD 83(1996)-  41 15 15.33695(N)    072 02 00.85287(W)     ADJUSTED  
 LX5330* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5330  ___________________________________________________________________
 LX5330  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX5330  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5330
 LX5330  HORZ ORDER  -  THIRD
 LX5330
 LX5330.This mark is at Elizabeth Field Airport (0B8)
 LX5330
 LX5330.The horizontal coordinates were established by classical geodetic methods
 LX5330.and adjusted by the National Geodetic Survey in January 1999..
 LX5330
 LX5330.The orthometric height was scaled from a topographic map.
 LX5330
 LX5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5330
 LX5330.The geoid height was determined by GEOID03.
 LX5330
 LX5330;                    North         East     Units Scale Factor Converg.
 LX5330;SPC NY L     -   122,626.800   464,797.921   MT  1.00001974   +1 17 10.3
 LX5330;SPC NY L     -   402,318.09  1,524,924.51   sFT  1.00001974   +1 17 10.3
 LX5330;SPC CT       -   199,396.166   364,844.338   MT  0.99999497   +0 28 30.1
 LX5330;SPC CT       -   654,185.59  1,196,993.47   sFT  0.99999497   +0 28 30.1
 LX5330;UTM  18      - 4,571,227.491   748,534.771   MT  1.00036027   +1 57 25.4
 LX5330;UTM  19      - 4,571,421.910   245,839.349   MT  1.00039508   -2 00 05.1
 LX5330
 LX5330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5330!SPC NY L     -   1.00000393  x   1.00001974  =   1.00002367
 LX5330!SPC CT       -   1.00000393  x   0.99999497  =   0.99999890
 LX5330!UTM  18      -   1.00000393  x   1.00036027  =   1.00036421
 LX5330!UTM  19      -   1.00000393  x   1.00039508  =   1.00039902
 LX5330
 LX5330                          SUPERSEDED SURVEY CONTROL
 LX5330
 LX5330  NAD 83(1996)-  41 15 15.33700(N)    072 02 00.85292(W) AD(       ) 4
 LX5330  NAD 83(1992)-  41 15 15.33576(N)    072 02 00.85222(W) AD(       ) 4
 LX5330  NAD 83(1986)-  41 15 15.33699(N)    072 02 00.85775(W) AD(       ) 4
 LX5330  NAD 27      -  41 15 14.97900(N)    072 02 02.59100(W) AD(       ) 3
 LX5330
 LX5330.Superseded values are not recommended for survey control.
 LX5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5330.See file dsdata.txt to determine how the superseded data were derived.
 LX5330
 LX5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4853571227(NAD 83)
 LX5330_MARKER: N = NAIL
 LX5330_SETTING: 0 = UNSPECIFIED SETTING
 LX5330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5330
 LX5330  HISTORY     - Date     Condition        Report By
 LX5330  HISTORY     - 1940     MONUMENTED       CGS
 LX5330  HISTORY     - 1954     GOOD             CGS
 LX5330
 LX5330                          STATION DESCRIPTION
 LX5330
 LX5330'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5330'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5330'ON FISHERS ISLAND, AND IS THE CENTER OF THE INSTRUMENT HOUSED
 LX5330'IN THE FIRE CONTROL BUILDING.  STATION WAS NOT PERMANENTLY
 LX5330'MARKED.  MEASUREMENTS WERE MADE TO A NAIL ON THE ROOF THAT HAD
 LX5330'BEEN DRIVEN DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  IT WAS
 LX5330'LOCATED BY TRAVERSE FROM STATION BARLOW.
 LX5330'
 LX5330'THIS IS A TRAVERSE STATION.
 LX5330
 LX5330                          STATION RECOVERY (1954)
 LX5330
 LX5330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5330'STATION BELIEVED TO BE RECOVERED IN GOOD CONDITION.  NAIL IS
 LX5330'STILL IN PLACE, ALTHOUGH THE INSTRUMENT HAS BEEN REMOVED, AND
 LX5330'THERE ARE NO MARKINGS ON THE FLOOR TO SHOW ITS LOCATION.
 LX5330'
 LX5330'STATION IS APPARENTLY A NAIL IN THE ROOF OF A WOODEN FIRE-CONTROL
 LX5330'BUILDING AT THE REAR OF BATTERY BUTTERFIELD, IN FORT WRIGHT,
 LX5330'ON FISHERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0649 ***********************************************************************
 KU0649  DESIGNATION -  BC BWS
 KU0649  PID         -  KU0649
 KU0649  STATE/COUNTY-  NY/SUFFOLK
 KU0649  USGS QUAD   -  AMITYVILLE (1979)
 KU0649
 KU0649                         *CURRENT SURVEY CONTROL
 KU0649  ___________________________________________________________________
 KU0649* NAD 83(1986)-  40 40 51.     (N)    073 23 49.     (W)     SCALED    
 KU0649* NAVD 88     -         7.269  (meters)      23.85   (feet)  ADJUSTED  
 KU0649  ___________________________________________________________________
 KU0649  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU0649  DYNAMIC HT  -           7.266 (meters)      23.84  (feet)  COMP
 KU0649  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 KU0649
 KU0649  VERT ORDER  -  SECOND    CLASS 0
 KU0649
 KU0649.The horizontal coordinates were scaled from a topographic map and have
 KU0649.an estimated accuracy of +/- 6 seconds.
 KU0649
 KU0649.The orthometric height was determined by differential leveling
 KU0649.and adjusted by the National Geodetic Survey in June 1991..
 KU0649
 KU0649.The geoid height was determined by GEOID03.
 KU0649
 KU0649.The dynamic height is computed by dividing the NAVD 88
 KU0649.geopotential number by the normal gravity value computed on the
 KU0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0649.degrees latitude (g = 980.6199 gals.).
 KU0649
 KU0649.The modeled gravity was interpolated from observed gravity values.
 KU0649
 KU0649;                    North         East    Units  Estimated Accuracy
 KU0649;SPC NY L     -    57,270.      350,980.      MT  (+/- 180 meters Scaled)
 KU0649
 KU0649                          SUPERSEDED SURVEY CONTROL
 KU0649
 KU0649  NGVD 29 (??/??/92)    7.64   (m)           25.1    (f) COMPUTED    2 0
 KU0649
 KU0649.Superseded values are not recommended for survey control.
 KU0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0649.See file dsdata.txt to determine how the superseded data were derived.
 KU0649
 KU0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL354045(NAD 83)
 KU0649_MARKER: Q = CHISELED SQUARE
 KU0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0649_SP_SET: SIGNAL FOUNDATION
 KU0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0649
 KU0649  HISTORY     - Date     Condition        Report By
 KU0649  HISTORY     - UNK      MONUMENTED       NY4170
 KU0649  HISTORY     - 1932     GOOD             NGS
 KU0649  HISTORY     - 1956     POOR             NGS
 KU0649
 KU0649                          STATION DESCRIPTION
 KU0649
 KU0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0649'AT COPIAGUE.
 KU0649'AT COPIGUE, SUFFOLK COUNTY, ON THE LONG ISLAND RAILROAD, 9-3/4
 KU0649'RAILS EAST OF THE EAST END OF THE STATION ON THE SOUTH SIDE
 KU0649'OF THE TRACKS FROM THE EASTBOUND PASSENGERS, 100 FEET SOUTHEAST OF
 KU0649'THE O. AND C. PAPER AND TWINS CO. BUILDING, 6.5 FEET SOUTH
 KU0649'OF THE SOUTH RAIL OF THE SOUTH (EASTBOUND) TRACK, ON THE TOP
 KU0649'OF THE NORTHWEST CORNER OF AN OLD SIGNAL FOUNDATION, AND ABOUT
 KU0649'1-1/4 FEET ABOVE THE GROUND.  A CHISELED SQUARE, MARKED WITH
 KU0649'AN ARROW.  NOTE-- IT WAS REPORTED IN NOVEMBER 1956 THAT THE
 KU0649'TOP STRATA (ABOUT 2 INCHES) OF CONCRETE HAS BEEN BROKEN OFF
 KU0649'NEARLY THE ENTIRE FOUNDATION.  THE CHISELED SQUARE IS INTACT
 KU0649'EXCEPT THAT THE SOUTHWEST CORNER IS GONE.
 KU0649
 KU0649                          STATION RECOVERY (1956)
 KU0649
 KU0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0649'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0279 ***********************************************************************
 LX0279  DESIGNATION -  BC DIMICK
 LX0279  PID         -  LX0279
 LX0279  STATE/COUNTY-  NY/SUFFOLK
 LX0279  USGS QUAD   -  PLUM ISLAND (1954)
 LX0279
 LX0279                         *CURRENT SURVEY CONTROL
 LX0279  ___________________________________________________________________
 LX0279* NAD 83(1996)-  41 11 20.33816(N)    072 09 50.29838(W)     ADJUSTED  
 LX0279* NAVD 88     -        23.108  (meters)      75.81   (feet)  ADJUSTED  
 LX0279  ___________________________________________________________________
 LX0279  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX0279  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX0279  DYNAMIC HT  -          23.100 (meters)      75.79  (feet)  COMP
 LX0279  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 LX0279
 LX0279  HORZ ORDER  -  SECOND
 LX0279  VERT ORDER  -  SECOND    CLASS 0
 LX0279
 LX0279.The horizontal coordinates were established by classical geodetic methods
 LX0279.and adjusted by the National Geodetic Survey in January 1999..
 LX0279
 LX0279.The orthometric height was determined by differential leveling
 LX0279.and adjusted by the National Geodetic Survey in June 1991..
 LX0279
 LX0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0279
 LX0279.The geoid height was determined by GEOID03.
 LX0279
 LX0279.The dynamic height is computed by dividing the NAVD 88
 LX0279.geopotential number by the normal gravity value computed on the
 LX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0279.degrees latitude (g = 980.6199 gals.).
 LX0279
 LX0279.The modeled gravity was interpolated from observed gravity values.
 LX0279
 LX0279;                    North         East     Units Scale Factor Converg.
 LX0279;SPC NY L     -   115,141.489   454,023.136   MT  1.00001236   +1 12 03.3
 LX0279;SPC NY L     -   377,760.04  1,489,574.24   sFT  1.00001236   +1 12 03.3
 LX0279;SPC CT       -   192,064.388   353,964.783   MT  1.00000113   +0 23 18.9
 LX0279;SPC CT       -   630,131.25  1,161,299.46   sFT  1.00000113   +0 23 18.9
 LX0279;UTM  18      - 4,563,614.468   737,844.812   MT  1.00029628   +1 52 06.7
 LX0279
 LX0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0279!SPC NY L     -   1.00000122  x   1.00001236  =   1.00001358
 LX0279!SPC CT       -   1.00000122  x   1.00000113  =   1.00000235
 LX0279!UTM  18      -   1.00000122  x   1.00029628  =   1.00029750
 LX0279
 LX0279                          SUPERSEDED SURVEY CONTROL
 LX0279
 LX0279  NAD 83(1996)-  41 11 20.33820(N)    072 09 50.29846(W) AD(       ) 2
 LX0279  NAD 83(1992)-  41 11 20.33677(N)    072 09 50.29746(W) AD(       ) 2
 LX0279  NAD 83(1986)-  41 11 20.33836(N)    072 09 50.30322(W) AD(       ) 2
 LX0279  NAD 27      -  41 11 19.98100(N)    072 09 52.02200(W) AD(       ) 2
 LX0279  NGVD 29 (??/??/92)   23.397  (m)           76.76   (f) ADJ UNCH    2 0
 LX0279
 LX0279.Superseded values are not recommended for survey control.
 LX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0279.See file dsdata.txt to determine how the superseded data were derived.
 LX0279
 LX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3784563614(NAD 83)
 LX0279_MARKER: DB = BENCH MARK DISK
 LX0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0279_SP_SET: BUILDING
 LX0279_STAMPING: BC DIMICK 1943
 LX0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0279
 LX0279  HISTORY     - Date     Condition        Report By
 LX0279  HISTORY     - 1943     MONUMENTED       CGS
 LX0279  HISTORY     - 1943     GOOD             CGS
 LX0279
 LX0279                          STATION DESCRIPTION
 LX0279
 LX0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0279'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX0279'TERRY, ON PLUM ISLAND.  IT IS NEAR THE E END OF THE ISLAND, AND
 LX0279'IS THE PINTLE CENTER OF THE CONCRETE FIRE-CONTROL BUILDING IN
 LX0279'BACK OF BATTERY DIMICK.  IT IS MARKED BY A STANDARD DISK,
 LX0279'STAMPED BC DIMICK 1943 AND SET IN A DRILL HOLE IN THE CONCRETE
 LX0279'ROOF OF THE BUILDING.
 LX0279'
 LX0279'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX0279
 LX0279                          STATION RECOVERY (1943)
 LX0279
 LX0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LX0279'AT PLUM ISLAND.
 LX0279'AT FORT TERRY, SUFFOLK COUNTY, NEAR THE EAST END OF PLUM
 LX0279'ISLAND, 150 FEET EAST OF A 100-FOOT STEEL TOWER, AT THE EAST
 LX0279'ONE OF THREE FIRE-CONTROL BUILDINGS IN LINE ALONG THE SOUTH
 LX0279'BLUFF OF THE ISLAND, DIRECTLY OVER THE CENTER OF THE INSTRUMENT,
 LX0279'AND IN THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5332 ***********************************************************************
 LX5332  DESIGNATION -  BC DUTTON
 LX5332  PID         -  LX5332
 LX5332  STATE/COUNTY-  NY/SUFFOLK
 LX5332  USGS QUAD   -  NEW LONDON (1984)
 LX5332
 LX5332                         *CURRENT SURVEY CONTROL
 LX5332  ___________________________________________________________________
 LX5332* NAD 83(1996)-  41 15 16.01412(N)    072 01 50.02888(W)     ADJUSTED  
 LX5332* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX5332  ___________________________________________________________________
 LX5332  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LX5332  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5332
 LX5332  HORZ ORDER  -  THIRD
 LX5332
 LX5332.This mark is at Elizabeth Field Airport (0B8)
 LX5332
 LX5332.The horizontal coordinates were established by classical geodetic methods
 LX5332.and adjusted by the National Geodetic Survey in January 1999..
 LX5332
 LX5332.The orthometric height was scaled from a topographic map.
 LX5332
 LX5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5332
 LX5332.The geoid height was determined by GEOID03.
 LX5332
 LX5332;                    North         East     Units Scale Factor Converg.
 LX5332;SPC NY L     -   122,653.347   465,049.385   MT  1.00001976   +1 17 17.4
 LX5332;SPC NY L     -   402,405.19  1,525,749.52   sFT  1.00001976   +1 17 17.4
 LX5332;SPC CT       -   199,419.149   365,096.146   MT  0.99999495   +0 28 37.3
 LX5332;SPC CT       -   654,260.99  1,197,819.61   sFT  0.99999495   +0 28 37.3
 LX5332;UTM  18      - 4,571,256.990   748,785.992   MT  1.00036181   +1 57 32.6
 LX5332;UTM  19      - 4,571,433.996   246,092.015   MT  1.00039350   -1 59 58.0
 LX5332
 LX5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5332!SPC NY L     -   1.00000409  x   1.00001976  =   1.00002385
 LX5332!SPC CT       -   1.00000409  x   0.99999495  =   0.99999904
 LX5332!UTM  18      -   1.00000409  x   1.00036181  =   1.00036590
 LX5332!UTM  19      -   1.00000409  x   1.00039350  =   1.00039759
 LX5332
 LX5332                          SUPERSEDED SURVEY CONTROL
 LX5332
 LX5332  NAD 83(1996)-  41 15 16.01418(N)    072 01 50.02893(W) AD(       ) 4
 LX5332  NAD 83(1992)-  41 15 16.01291(N)    072 01 50.02823(W) AD(       ) 4
 LX5332  NAD 83(1986)-  41 15 16.01415(N)    072 01 50.03382(W) AD(       ) 4
 LX5332  NAD 27      -  41 15 15.65700(N)    072 01 51.76800(W) AD(       ) 3
 LX5332
 LX5332.Superseded values are not recommended for survey control.
 LX5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5332.See file dsdata.txt to determine how the superseded data were derived.
 LX5332
 LX5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4878671257(NAD 83)
 LX5332_MARKER: N = NAIL
 LX5332_SETTING: 0 = UNSPECIFIED SETTING
 LX5332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5332
 LX5332  HISTORY     - Date     Condition        Report By
 LX5332  HISTORY     - 1940     MONUMENTED       CGS
 LX5332  HISTORY     - 1954     GOOD             CGS
 LX5332
 LX5332                          STATION DESCRIPTION
 LX5332
 LX5332'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5332'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5332'ON FISHERS ISLAND, AND IS THE CENTER OF THE INSTRUMENT HOUSED IN
 LX5332'THE FIRE CONTROL BUILDING.  STATION WAS NOT PERMANENTLY
 LX5332'MARKED.  MEASUREMENT WAS MADE TO A NAIL ON THE ROOF THAT HAD
 LX5332'BEEN DRIVEN DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  IT WAS
 LX5332'LOCATED BY TRAVERSE FROM STATION BARLOW.
 LX5332'
 LX5332'THIS IS A TRAVERSE STATION.
 LX5332
 LX5332                          STATION RECOVERY (1954)
 LX5332
 LX5332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5332'STATION BELIEVED TO BE RECOVERED IN GOOD CONDITION.  STATION IS
 LX5332'APPARENTLY A NAIL IN THE ROOF OF A FIRE-CONTROL BUILDING, DIRECTLY
 LX5332'OVER A TELESCOPE MOUNT, AND LOCATED AT BATTERY DUTTON, IN FORT
 LX5332'WRIGHT, ON FISHERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5658 ***********************************************************************
 LX5658  DESIGNATION -  BC ELDRIDGE
 LX5658  PID         -  LX5658
 LX5658  STATE/COUNTY-  NY/SUFFOLK
 LX5658  USGS QUAD   -  PLUM ISLAND (1954)
 LX5658
 LX5658                         *CURRENT SURVEY CONTROL
 LX5658  ___________________________________________________________________
 LX5658* NAD 83(1996)-  41 10 10.82880(N)    072 11 44.31694(W)     ADJUSTED  
 LX5658* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5658  ___________________________________________________________________
 LX5658  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LX5658  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LX5658
 LX5658  HORZ ORDER  -  THIRD
 LX5658
 LX5658.The horizontal coordinates were established by classical geodetic methods
 LX5658.and adjusted by the National Geodetic Survey in January 1999..
 LX5658
 LX5658.The orthometric height was scaled from a topographic map.
 LX5658
 LX5658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5658
 LX5658.The geoid height was determined by GEOID03.
 LX5658
 LX5658;                    North         East     Units Scale Factor Converg.
 LX5658;SPC NY L     -   112,942.398   451,410.754   MT  1.00001042   +1 10 48.7
 LX5658;SPC NY L     -   370,545.18  1,481,003.45   sFT  1.00001042   +1 10 48.7
 LX5658;SPC CT       -   189,902.582   351,321.505   MT  1.00000320   +0 22 03.3
 LX5658;SPC CT       -   623,038.72  1,152,627.30   sFT  1.00000320   +0 22 03.3
 LX5658;UTM  18      - 4,561,384.489   735,257.497   MT  1.00028121   +1 50 48.9
 LX5658
 LX5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5658!SPC NY L     -   1.00000443  x   1.00001042  =   1.00001485
 LX5658!SPC CT       -   1.00000443  x   1.00000320  =   1.00000763
 LX5658!UTM  18      -   1.00000443  x   1.00028121  =   1.00028564
 LX5658
 LX5658                          SUPERSEDED SURVEY CONTROL
 LX5658
 LX5658  NAD 83(1996)-  41 10 10.82884(N)    072 11 44.31702(W) AD(       ) 4
 LX5658  NAD 83(1992)-  41 10 10.82739(N)    072 11 44.31602(W) AD(       ) 4
 LX5658  NAD 83(1986)-  41 10 10.82901(N)    072 11 44.32165(W) AD(       ) 4
 LX5658  NAD 27      -  41 10 10.47100(N)    072 11 46.03800(W) AD(       ) 3
 LX5658
 LX5658.Superseded values are not recommended for survey control.
 LX5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5658.See file dsdata.txt to determine how the superseded data were derived.
 LX5658
 LX5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3525761384(NAD 83)
 LX5658_MARKER: N = NAIL
 LX5658_SETTING: 0 = UNSPECIFIED SETTING
 LX5658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5658
 LX5658  HISTORY     - Date     Condition        Report By
 LX5658  HISTORY     - 1940     MONUMENTED       CGS
 LX5658
 LX5658                          STATION DESCRIPTION
 LX5658
 LX5658'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5658'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5658'TERRY, ON PLUM ISLAND, NEAR THE S AND W ENDS OF THE ISLAND, AND
 LX5658'IS THE CENTER OF THE INSTRUMENT HOUSED IN THE FIRE-CONTROL BUILDING
 LX5658'THAT IS JUST E OF BATTERY ELDRIDGE.
 LX5658'
 LX5658'THE STATION WAS NOT MARKED PERMANENTLY.  MEASUREMENTS WERE
 LX5658'MADE TO A NAIL IN THE TAR ROOF OF THE BUILDING, THAT HAD BEEN
 LX5658'DRIVEN DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LX5658'
 LX5658'LOCATED BY TRAVERSE FROM STATION DR ELDRIDGE.
 LX5658'
 LX5658'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5319 ***********************************************************************
 LX5319  DESIGNATION -  BC HOPPOCK
 LX5319  PID         -  LX5319
 LX5319  STATE/COUNTY-  NY/SUFFOLK
 LX5319  USGS QUAD   -  NEW LONDON (1984)
 LX5319
 LX5319                         *CURRENT SURVEY CONTROL
 LX5319  ___________________________________________________________________
 LX5319* NAD 83(1996)-  41 15 20.82166(N)    072 01 10.87558(W)     ADJUSTED  
 LX5319* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5319  ___________________________________________________________________
 LX5319  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LX5319  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5319
 LX5319  HORZ ORDER  -  THIRD
 LX5319
 LX5319.This mark is at Elizabeth Field Airport (0B8)
 LX5319
 LX5319.The horizontal coordinates were established by classical geodetic methods
 LX5319.and adjusted by the National Geodetic Survey in January 1999..
 LX5319
 LX5319.The orthometric height was scaled from a topographic map.
 LX5319
 LX5319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5319
 LX5319.The geoid height was determined by GEOID03.
 LX5319
 LX5319;                    North         East     Units Scale Factor Converg.
 LX5319;SPC NY L     -   122,822.171   465,957.338   MT  1.00001993   +1 17 43.0
 LX5319;SPC NY L     -   402,959.07  1,528,728.37   sFT  1.00001993   +1 17 43.0
 LX5319;SPC CT       -   199,575.101   366,006.375   MT  0.99999484   +0 29 03.3
 LX5319;SPC CT       -   654,772.64  1,200,805.92   sFT  0.99999484   +0 29 03.3
 LX5319;UTM  18      - 4,571,436.497   749,692.219   MT  1.00036737   +1 57 58.7
 LX5319;UTM  19      - 4,571,550.518   247,008.495   MT  1.00038778   -1 59 32.3
 LX5319
 LX5319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5319!SPC NY L     -   1.00000456  x   1.00001993  =   1.00002449
 LX5319!SPC CT       -   1.00000456  x   0.99999484  =   0.99999940
 LX5319!UTM  18      -   1.00000456  x   1.00036737  =   1.00037193
 LX5319!UTM  19      -   1.00000456  x   1.00038778  =   1.00039234
 LX5319
 LX5319                          SUPERSEDED SURVEY CONTROL
 LX5319
 LX5319  NAD 83(1996)-  41 15 20.82169(N)    072 01 10.87564(W) AD(       ) 4
 LX5319  NAD 83(1992)-  41 15 20.82038(N)    072 01 10.87492(W) AD(       ) 4
 LX5319  NAD 83(1986)-  41 15 20.82165(N)    072 01 10.88042(W) AD(       ) 4
 LX5319  NAD 27      -  41 15 20.46400(N)    072 01 12.61700(W) AD(       ) 3
 LX5319
 LX5319.Superseded values are not recommended for survey control.
 LX5319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5319.See file dsdata.txt to determine how the superseded data were derived.
 LX5319
 LX5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4969271436(NAD 83)
 LX5319_MARKER: N = NAIL
 LX5319_SETTING: 0 = UNSPECIFIED SETTING
 LX5319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5319
 LX5319  HISTORY     - Date     Condition        Report By
 LX5319  HISTORY     - 1940     MONUMENTED       CGS
 LX5319  HISTORY     - 1954     POOR             CGS
 LX5319
 LX5319                          STATION DESCRIPTION
 LX5319
 LX5319'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5319'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5319'WRIGHT, ON FISHERS ISLAND, NEAR THE E END OF THE RESERVATION,
 LX5319'AND IS THE CENTER OF AN INSTRUMENT HOUSED IN A FIRE CONTROL
 LX5319'BUILDING.  STATION WAS NOT PERMANENTLY MARKED.  MEASUREMENTS
 LX5319'WERE MADE TO A NAIL IN THE TAR ROOF OF THE BUILDING THAT HAD
 LX5319'BEEN DRIVEN DIRECTLY OVER THE CENTER OF THE INSTRUMENT.  IT
 LX5319'WAS LOCATED BY TRAVERSE FROM STATION CLINTON.
 LX5319'
 LX5319'THIS IS A TRAVERSE STATION.
 LX5319
 LX5319                          STATION RECOVERY (1954)
 LX5319
 LX5319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5319'STATION RECOVERED IN POOR CONDITION.  NAIL IS STILL IN ROOF
 LX5319'BUT HAS BEEN BENT.  INSTRUMENT MOUNT HAS BEEN REMOVED, BUT
 LX5319'POSITION OF INSTRUMENT IS RECOVERABLE AS THE CENTER OF SIX BOLT
 LX5319'HOLES IN A RAISED CONCRETE PLATFORM IN THE CENTER OF THE
 LX5319'ROOM.  BUILDING IS THE OBSERVATION POST ON THE W SIDE OF
 LX5319'BATTERY HOPPOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5656 ***********************************************************************
 LX5656  DESIGNATION -  BC PLUS DP DALLIBA
 LX5656  PID         -  LX5656
 LX5656  STATE/COUNTY-  NY/SUFFOLK
 LX5656  USGS QUAD   -  PLUM ISLAND (1954)
 LX5656
 LX5656                         *CURRENT SURVEY CONTROL
 LX5656  ___________________________________________________________________
 LX5656* NAD 83(1996)-  41 11 18.02926(N)    072 09 45.61787(W)     ADJUSTED  
 LX5656* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX5656  ___________________________________________________________________
 LX5656  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LX5656  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 LX5656
 LX5656  HORZ ORDER  -  SECOND
 LX5656
 LX5656.The horizontal coordinates were established by classical geodetic methods
 LX5656.and adjusted by the National Geodetic Survey in January 1999..
 LX5656
 LX5656.The orthometric height was scaled from a topographic map.
 LX5656
 LX5656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5656
 LX5656.The geoid height was determined by GEOID03.
 LX5656
 LX5656;                    North         East     Units Scale Factor Converg.
 LX5656;SPC NY L     -   115,072.563   454,133.682   MT  1.00001229   +1 12 06.3
 LX5656;SPC NY L     -   377,533.90  1,489,936.92   sFT  1.00001229   +1 12 06.3
 LX5656;SPC CT       -   191,993.902   354,074.339   MT  1.00000120   +0 23 22.0
 LX5656;SPC CT       -   629,899.99  1,161,658.89   sFT  1.00000120   +0 23 22.0
 LX5656;UTM  18      - 4,563,546.815   737,956.186   MT  1.00029693   +1 52 09.7
 LX5656
 LX5656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5656!SPC NY L     -   1.00000175  x   1.00001229  =   1.00001404
 LX5656!SPC CT       -   1.00000175  x   1.00000120  =   1.00000295
 LX5656!UTM  18      -   1.00000175  x   1.00029693  =   1.00029869
 LX5656
 LX5656                          SUPERSEDED SURVEY CONTROL
 LX5656
 LX5656  NAD 83(1996)-  41 11 18.02930(N)    072 09 45.61796(W) AD(       ) 2
 LX5656  NAD 83(1992)-  41 11 18.02787(N)    072 09 45.61696(W) AD(       ) 2
 LX5656  NAD 83(1986)-  41 11 18.02948(N)    072 09 45.62274(W) AD(       ) 2
 LX5656  NAD 27      -  41 11 17.67200(N)    072 09 47.34200(W) AD(       ) 2
 LX5656
 LX5656.Superseded values are not recommended for survey control.
 LX5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5656.See file dsdata.txt to determine how the superseded data were derived.
 LX5656
 LX5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3795663547(NAD 83)
 LX5656_MARKER: Z = SEE DESCRIPTION
 LX5656_SETTING: 0 = UNSPECIFIED SETTING
 LX5656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5656
 LX5656  HISTORY     - Date     Condition        Report By
 LX5656  HISTORY     - 1940     MONUMENTED       CGS
 LX5656  HISTORY     - 1962     GOOD             CGS
 LX5656  HISTORY     - 20001231 MARK NOT FOUND   NGS
 LX5656
 LX5656                          STATION DESCRIPTION
 LX5656
 LX5656'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5656'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5656'TERRY, ON PLUM ISLAND, NEAR THE SE END OF THE ISLAND.
 LX5656'
 LX5656'THE STATION IS THE CENTER OF A 4-FT. HIGH, 6-IN. IN DIAMETER,
 LX5656'STEEL PEDESTAL SET IN THE EARTH MOUND.
 LX5656'
 LX5656'LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX5656'
 LX5656'THIS IS A TRAVERSE STATION.
 LX5656
 LX5656                          STATION RECOVERY (1962)
 LX5656
 LX5656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5656'THE PEDESTAL WAS RECOVERED IN GOOD CONDITION.  THE PEDESTAL IS
 LX5656'LOCATED ON AN EARTH MOUND AT BATTERY DALLIBA ON THE SOUTH EASTERN
 LX5656'TIP OF PLUM ISLAND.
 LX5656
 LX5656                          STATION RECOVERY (2000)
 LX5656
 LX5656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5656'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1766 ***********************************************************************
 OE1766  DESIGNATION -  BCA
 OE1766  PID         -  OE1766
 OE1766  STATE/COUNTY-  NY/FULTON
 OE1766  USGS QUAD   -  GALWAY (1970)
 OE1766
 OE1766                         *CURRENT SURVEY CONTROL
 OE1766  ___________________________________________________________________
 OE1766* NAD 83(1996)-  43 03 43.83291(N)    074 06 57.98997(W)     ADJUSTED  
 OE1766* NAVD 88     -       323.4    (meters)    1061.     (feet)  VERTCON   
 OE1766  ___________________________________________________________________
 OE1766  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OE1766  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OE1766
 OE1766  HORZ ORDER  -  SECOND
 OE1766
 OE1766.The horizontal coordinates were established by classical geodetic methods
 OE1766.and adjusted by the National Geodetic Survey in January 1999..
 OE1766
 OE1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1766
 OE1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1766
 OE1766.The geoid height was determined by GEOID03.
 OE1766
 OE1766;                    North         East     Units Scale Factor Converg.
 OE1766;SPC NY E     -   469,650.094   181,268.206   MT  0.99991202   +0 15 43.6
 OE1766;SPC NY E     - 1,540,843.68    594,710.77   sFT  0.99991202   +0 15 43.6
 OE1766;UTM  18      - 4,768,098.419   571,972.066   MT  0.99966372   +0 36 12.7
 OE1766
 OE1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1766!SPC NY E     -   0.99995407  x   0.99991202  =   0.99986609
 OE1766!UTM  18      -   0.99995407  x   0.99966372  =   0.99961781
 OE1766
 OE1766:                Primary Azimuth Mark                     Grid Az
 OE1766:SPC NY E     -  BCA 1                                    087 15 39.3
 OE1766:UTM  18      -  BCA 1                                    086 55 10.2
 OE1766
 OE1766|---------------------------------------------------------------------|
 OE1766| PID    Reference Object                     Distance      Geod. Az  |
 OE1766|                                                           dddmmss.s |
 OE1766| CZ7463 BCA 1                                              0873122.9 |
 OE1766| CZ7464 BCA 2                                              2610724.4 |
 OE1766| OE1765 BCA A SACGS 1973                      7.198 METERS 29121     |
 OE1766|---------------------------------------------------------------------|
 OE1766
 OE1766                          SUPERSEDED SURVEY CONTROL
 OE1766
 OE1766  NAD 83(1986)-  43 03 43.83732(N)    074 06 57.99012(W) AD(       ) 2
 OE1766  NAD 27      -  43 03 43.57102(N)    074 06 59.52167(W) AD(       ) 2
 OE1766  NGVD 29 (07/19/86)  323.5    (m)         1061.     (f) VERT ANG       
 OE1766
 OE1766.Superseded values are not recommended for survey control.
 OE1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1766.See file dsdata.txt to determine how the superseded data were derived.
 OE1766
 OE1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7197268098(NAD 83)
 OE1766_MARKER: DD = SURVEY DISK
 OE1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1766
 OE1766  HISTORY     - Date     Condition        Report By
 OE1766  HISTORY     - 1973     MONUMENTED       NY-091
 OE1766
 OE1766                          STATION DESCRIPTION
 OE1766
 OE1766'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1766'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF MOSHERVILLE, 5.5
 OE1766'MILES NORTHWEST OF THE VILLAGE OF GALWAY, 1.0 MILE SOUTHWEST OF
 OE1766'HAGEDORNS MILLS, IN FULTON COUNTY.
 OE1766'
 OE1766'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1766'29 AND 147, GO WEST AND NORTHWEST ON STATE HIGHWAY 29 FOR 3.2
 OE1766'MILES TO THE AZIMUTH MARK, BCA-1 (SACGS), ON RIGHT.  CONTINUE
 OE1766'WEST ON STATE HIGHWAY 29 FOR 0.35 MILE TO STATION ON RIGHT.
 OE1766'
 OE1766'TO REACH THE AZIMUTH MARK, BCA-2 (SACGS), FROM THE STATION GO
 OE1766'WEST ON STATE HIGHWAY 29 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OE1766'
 OE1766'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1766'SURVEY STAMPED BCA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1766'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1766'GROUND.  IT IS LOCATED 44.5 FEET SOUTHEAST OF AN 18-INCH WHITE
 OE1766'PINE TREE, 35.7 FEET SOUTHWEST OF A 16-INCH WHITE PINE TREE, 7.8
 OE1766'FEET SOUTHWEST OF POWER POLE 69, ALL NORTH OF STATE HIGHWAY 29
 OE1766'AND 48.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 29.  THE
 OE1766'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OE1766'CONCRETE 48 INCHES BELOW THE GROUND.
 OE1766'
 OE1766'AZIMUTH MARK, BCA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1766'COUNTY GEODETIC SURVEY STAMPED BCA-1.  IT IS SET IN THE TOP OF A
 OE1766'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1766'GROUND.  IT IS LOCATED 391 FEET EAST OF A CONCRETE MONUMENT AT
 OE1766'THE SOUTHERLY END OF A STONE WALL AND HEDGE ROW DESIGNATING THE
 OE1766'COUNTY LINE, 5.0 FEET SOUTH OF A FENCE LINE, BOTH NORTH OF
 OE1766'STATE HIGHWAY 29, 54.6 FEET WEST OF THE RANGE LINE OFF THE
 OE1766'WESTERLY SIDE OF A GARAGE ON THE SOUTH SIDE OF STATE HIGHWAY
 OE1766'29 AND 35.9 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 29.
 OE1766'
 OE1766'AZIMUTH MARK, BCA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1766'COUNTY GEODETIC SURVEY STAMPED BCA-2.  IT IS SET IN THE TOP OF
 OE1766'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.30
 OE1766'FOOT ABOVE THE GROUND.  IT IS LOCATED 85.5 FEET WEST OF THE END
 OE1766'OF THE CENTERLINE OF A CONCRETE TUNNEL, 63.6 FEET NORTHEAST OF
 OE1766'THE END OF THE CENTERLINE OF A PIPE AT THE FACE OF A CONCRETE
 OE1766'HEADWALL, BOTH SOUTH OF STATE HIGHWAY 29 AND 23.6 FEET SOUTH OF
 OE1766'THE CENTERLINE OF STATE HIGHWAY 29.
 OE1766'
 OE1766'HEIGHT OF LIGHT ABOVE STATION MARK 1.19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1996 ***********************************************************************
 NA1996  DESIGNATION -  BDA
 NA1996  PID         -  NA1996
 NA1996  STATE/COUNTY-  NY/SARATOGA
 NA1996  USGS QUAD   -  PATTERSONVILLE (1954)
 NA1996
 NA1996                         *CURRENT SURVEY CONTROL
 NA1996  ___________________________________________________________________
 NA1996* NAD 83(1996)-  42 59 33.49919(N)    074 01 38.80012(W)     ADJUSTED  
 NA1996* NAVD 88     -       259.3    (meters)     851.     (feet)  VERTCON   
 NA1996  ___________________________________________________________________
 NA1996  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NA1996  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NA1996
 NA1996  HORZ ORDER  -  SECOND
 NA1996
 NA1996.The horizontal coordinates were established by classical geodetic methods
 NA1996.and adjusted by the National Geodetic Survey in January 1999..
 NA1996
 NA1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1996
 NA1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA1996
 NA1996.The geoid height was determined by GEOID03.
 NA1996
 NA1996;                    North         East     Units Scale Factor Converg.
 NA1996;SPC NY E     -   461,962.593   188,533.412   MT  0.99991826   +0 19 20.1
 NA1996;SPC NY E     - 1,515,622.27    618,546.70   sFT  0.99991826   +0 19 20.1
 NA1996;UTM  18      - 4,760,456.189   579,281.134   MT  0.99967732   +0 39 47.6
 NA1996
 NA1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA1996!SPC NY E     -   0.99996416  x   0.99991826  =   0.99988243
 NA1996!UTM  18      -   0.99996416  x   0.99967732  =   0.99964149
 NA1996
 NA1996:                Primary Azimuth Mark                     Grid Az
 NA1996:SPC NY E     -  BDA 1                                    193 35 08.6
 NA1996:UTM  18      -  BDA 1                                    193 14 41.1
 NA1996
 NA1996|---------------------------------------------------------------------|
 NA1996| PID    Reference Object                     Distance      Geod. Az  |
 NA1996|                                                           dddmmss.s |
 NA1996| CZ7465 BDA 1                                              1935428.7 |
 NA1996|---------------------------------------------------------------------|
 NA1996
 NA1996                          SUPERSEDED SURVEY CONTROL
 NA1996
 NA1996  NAD 83(1986)-  42 59 33.50358(N)    074 01 38.80013(W) AD(       ) 2
 NA1996  NAD 27      -  42 59 33.23407(N)    074 01 40.34188(W) AD(       ) 2
 NA1996  NGVD 29 (07/19/86)  259.4    (m)          851.     (f) VERT ANG       
 NA1996
 NA1996.Superseded values are not recommended for survey control.
 NA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1996.See file dsdata.txt to determine how the superseded data were derived.
 NA1996
 NA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7928160456(NAD 83)
 NA1996_MARKER: DD = SURVEY DISK
 NA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NA1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA1996+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 NA1996
 NA1996  HISTORY     - Date     Condition        Report By
 NA1996  HISTORY     - 1973     MONUMENTED       NY-091
 NA1996  HISTORY     - 20030717 GOOD             USPSQD
 NA1996  HISTORY     - 20040717 GOOD             USPSQD
 NA1996  HISTORY     - 20050719 GOOD             USPSQD
 NA1996
 NA1996                          STATION DESCRIPTION
 NA1996
 NA1996'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 NA1996'THE STATION IS LOCATED 2.0 MILES SOUTH OF GALWAY, 5.0 MILES
 NA1996'NORTHWEST OF CHARLTON, AND 9.5 MILES WEST OF BALLSTON SPA IN THE
 NA1996'TOWNSHIP OF GALWAY.
 NA1996'
 NA1996'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NA1996'147 (SACANDAGA ROAD) AND 67, GO NORTH ON STATE HIGHWAY 147 FOR
 NA1996'0.60 MILE TO AZIMUTH MARK, BDA-1 (SACGS), ON LEFT.  CONTINUE
 NA1996'NORTH ON STATE HIGHWAY 147 FOR 0.80 MILE TO STATION ON LEFT.
 NA1996'
 NA1996'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 NA1996'SURVEY STAMPED BDA.  THE SURFACE MARK IS SET IN THE TOP OF A
 NA1996'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 NA1996'THE GROUND.  IT IS LOCATED 49.9 FEET WEST OF POLE NYT 387 1/2,
 NA1996'108.0 FEET NORTHWEST OF A 24-INCH OAK TREE, 95.0 FEET SOUTHWEST
 NA1996'OF A 24-INCH MAPLE TREE, ALL ON THE EAST SIDE OF STATE HIGHWAY
 NA1996'147, AND 24.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 NA1996'147.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 NA1996'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 NA1996'
 NA1996'AZIMUTH MARK, BDA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 NA1996'COUNTY GEODETIC SURVEY STAMPED BDA-1.  IT IS SET IN THE TOP OF A
 NA1996'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NA1996'GROUND.  IT IS LOCATED 69.0 FEET WEST OF A 6-INCH ELM TREE, 84.0
 NA1996'FEET NORTHWEST OF A 10-INCH MAPLE TREE, 100.0 FEET NORTHWEST OF
 NA1996'A 12-INCH MAPLE, ALL ON THE EAST SIDE OF STATE HIGHWAY 147, 11.9
 NA1996'FEET SOUTHEAST OF POLE NYP 347, NYT 371, ON THE WEST SIDE OF
 NA1996'STATE HIGHWAY 147 AND 39.0 FEET WEST OF THE CENTERLINE OF
 NA1996'STATE HIGHWAY 147.
 NA1996'
 NA1996'HEIGHT OF LIGHT ABOVE STATION MARK 0.96 METER.
 NA1996
 NA1996                          STATION RECOVERY (2003)
 NA1996
 NA1996'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 NA1996'RECOVERED IN GOOD CONDITION.
 NA1996
 NA1996                          STATION RECOVERY (2004)
 NA1996
 NA1996'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 NA1996'RECOVERED IN GOOD CONDITION.
 NA1996
 NA1996                          STATION RECOVERY (2005)
 NA1996
 NA1996'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 NA1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1779 ***********************************************************************
 OE1779  DESIGNATION -  BDB
 OE1779  PID         -  OE1779
 OE1779  STATE/COUNTY-  NY/SARATOGA
 OE1779  USGS QUAD   -  GALWAY (1970)
 OE1779
 OE1779                         *CURRENT SURVEY CONTROL
 OE1779  ___________________________________________________________________
 OE1779* NAD 83(1996)-  43 00 12.46398(N)    074 01 45.49757(W)     ADJUSTED  
 OE1779* NAVD 88     -       279.1    (meters)     916.     (feet)  VERTCON   
 OE1779  ___________________________________________________________________
 OE1779  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 OE1779  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OE1779
 OE1779  HORZ ORDER  -  SECOND
 OE1779
 OE1779.The horizontal coordinates were established by classical geodetic methods
 OE1779.and adjusted by the National Geodetic Survey in January 1999..
 OE1779
 OE1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1779
 OE1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1779
 OE1779.The geoid height was determined by GEOID03.
 OE1779
 OE1779;                    North         East     Units Scale Factor Converg.
 OE1779;SPC NY E     -   463,164.042   188,374.974   MT  0.99991811   +0 19 15.7
 OE1779;SPC NY E     - 1,519,564.03    618,026.89   sFT  0.99991811   +0 19 15.7
 OE1779;UTM  18      - 4,761,656.384   579,115.587   MT  0.99967700   +0 39 43.5
 OE1779
 OE1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1779!SPC NY E     -   0.99996105  x   0.99991811  =   0.99987916
 OE1779!UTM  18      -   0.99996105  x   0.99967700  =   0.99963806
 OE1779
 OE1779:                Primary Azimuth Mark                     Grid Az
 OE1779:SPC NY E     -  BDB 1                                    353 36 31.4
 OE1779:UTM  18      -  BDB 1                                    353 16 03.6
 OE1779
 OE1779|---------------------------------------------------------------------|
 OE1779| PID    Reference Object                     Distance      Geod. Az  |
 OE1779|                                                           dddmmss.s |
 OE1779| CZ7466 BDB 1                                              3535547.1 |
 OE1779|---------------------------------------------------------------------|
 OE1779
 OE1779                          SUPERSEDED SURVEY CONTROL
 OE1779
 OE1779  NAD 83(1986)-  43 00 12.46839(N)    074 01 45.49758(W) AD(       ) 2
 OE1779  NAD 27      -  43 00 12.19918(N)    074 01 47.03905(W) AD(       ) 2
 OE1779  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 OE1779
 OE1779.Superseded values are not recommended for survey control.
 OE1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1779.See file dsdata.txt to determine how the superseded data were derived.
 OE1779
 OE1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7911661656(NAD 83)
 OE1779_MARKER: DD = SURVEY DISK
 OE1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1779
 OE1779  HISTORY     - Date     Condition        Report By
 OE1779  HISTORY     - 1973     MONUMENTED       NY-091
 OE1779
 OE1779                          STATION DESCRIPTION
 OE1779
 OE1779'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1779'THE STATION IS LOCATED 1.0 MILE SOUTH OF GALWAY, 6.0 MILES
 OE1779'NORTHWEST OF CHARLTON, AND 9.5 MILES WEST OF BALLSTON SPA IN
 OE1779'THE TOWNSHIP OF GALWAY.
 OE1779'
 OE1779'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1779'147 (SACANDAGA ROAD) AND 67, GO NORTH ON STATE HIGHWAY 147 FOR
 OE1779'2.15 MILES TO STATION ON LEFT.
 OE1779'
 OE1779'TO REACH AZIMUTH MARK, BDB-1 (SACGS), FROM THE STATION, CONTINUE
 OE1779'NORTH ON STATE HIGHWAY 147 FOR 0.85 MILE TO MARK ON RIGHT.
 OE1779'
 OE1779'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1779'SURVEY STAMPED BDB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1779'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.4 FOOT BELOW THE
 OE1779'GROUND.  IT IS LOCATED 182.6 FEET SOUTHWEST OF A CATTLE CROSSING
 OE1779'SIGN, 54.0 FEET SOUTHWEST OF A POLE (UNMARKED) BOTH ON THE EAST
 OE1779'SIDE OF STATE HIGHWAY 147, 22.0 FEET NORTHEAST OF A 28-INCH
 OE1779'ELM TREE, 14.0 FEET EAST OF A STONE WALL FENCE, BOTH ON THE
 OE1779'WEST SIDE OF STATE HIGHWAY 147 AND 20.3 FEET WEST OF THE
 OE1779'CENTERLINE OF STATE HIGHWAY 147.  THE UNDERGROUND MARK IS
 OE1779'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OE1779'BELOW THE GROUND.
 OE1779'
 OE1779'AZIMUTH MARK, BDB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1779'COUNTY GEODETIC SURVEY STAMPED BDB-1.  IT IS SET IN THE TOP OF A
 OE1779'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OE1779'THE GROUND.  IT IS LOCATED 56.0 FEET NORTHEAST OF POLE 385 1/2,
 OE1779'351, NYT 352, 64.5 FEET SOUTHEAST OF POLE NYT 351, BOTH ON THE
 OE1779'WEST SIDE OF STATE HIGHWAY 147, 26.4 FEET NORTHWEST OF THE
 OE1779'CENTER OF A TELEPHONE MANHOLE COVER ON THE EAST SIDE OF STATE
 OE1779'HIGHWAY 147 AND 19.5 FEET EAST OF THE CENTERLINE OF STATE
 OE1779'HIGHWAY 147.
 OE1779'
 OE1779'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1778 ***********************************************************************
 OE1778  DESIGNATION -  BDC RESET
 OE1778  PID         -  OE1778
 OE1778  STATE/COUNTY-  NY/SARATOGA
 OE1778  USGS QUAD   -  GALWAY (1970)
 OE1778
 OE1778                         *CURRENT SURVEY CONTROL
 OE1778  ___________________________________________________________________
 OE1778* NAD 83(1996)-  43 02 42.34789(N)    074 03 43.15350(W)     ADJUSTED  
 OE1778* NAVD 88     -       315.8    (meters)    1036.     (feet)  VERTCON   
 OE1778  ___________________________________________________________________
 OE1778  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OE1778  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 OE1778
 OE1778  HORZ ORDER  -  SECOND
 OE1778
 OE1778.The horizontal coordinates were established by classical geodetic methods
 OE1778.and adjusted by the National Geodetic Survey in January 1999..
 OE1778
 OE1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1778
 OE1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1778
 OE1778.The geoid height was determined by GEOID03.
 OE1778
 OE1778;                    North         East     Units Scale Factor Converg.
 OE1778;SPC NY E     -   467,774.479   185,686.321   MT  0.99991566   +0 17 56.3
 OE1778;SPC NY E     - 1,534,690.10    609,205.87   sFT  0.99991566   +0 17 56.3
 OE1778;UTM  18      - 4,766,249.615   576,400.187   MT  0.99967180   +0 38 25.1
 OE1778
 OE1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1778!SPC NY E     -   0.99995527  x   0.99991566  =   0.99987093
 OE1778!UTM  18      -   0.99995527  x   0.99967180  =   0.99962709
 OE1778
 OE1778|---------------------------------------------------------------------|
 OE1778| PID    Reference Object                     Distance      Geod. Az  |
 OE1778|                                                           dddmmss.s |
 OE1778| OE1772 BDC A SACGS 1973                     20.188 METERS 04003     |
 OE1778| AI8627 BDC 2                                              0602249.3 |
 OE1778| AI8626 BDC 1                                              2451514.6 |
 OE1778|---------------------------------------------------------------------|
 OE1778
 OE1778                          SUPERSEDED SURVEY CONTROL
 OE1778
 OE1778  NAD 83(1986)-  43 02 42.35227(N)    074 03 43.15356(W) AD(       ) 2
 OE1778  NAD 27      -  43 02 42.08436(N)    074 03 44.69080(W) AD(       ) 2
 OE1778  NGVD 29 (07/19/86)  315.9    (m)         1036.     (f) VERT ANG       
 OE1778
 OE1778.Superseded values are not recommended for survey control.
 OE1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1778.See file dsdata.txt to determine how the superseded data were derived.
 OE1778
 OE1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7640066250(NAD 83)
 OE1778_MARKER: DD = SURVEY DISK
 OE1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1778_STAMPING: BDC 1973 1984
 OE1778_MARK LOGO: NY-091
 OE1778_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OE1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1778+STABILITY: SURFACE MOTION
 OE1778
 OE1778  HISTORY     - Date     Condition        Report By
 OE1778  HISTORY     - 1984     MONUMENTED       NGS
 OE1778
 OE1778                          STATION DESCRIPTION
 OE1778
 OE1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OE1778'THE STATION MARK WAS FOUND BROKE OFF.  A NEW SURFACE MARK WAS SET OVER
 OE1778'THE UNDERGROUND MARK.  BDC-1 AND BDC-2 WERE RECOVERED IN GOOD
 OE1778'CONDITION.  THE DIRECTION BETWEEN THE MARKS CHECKED.  A NEW
 OE1778'DESCRIPTION FOLLOWS.
 OE1778'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF CHARLTON,
 OE1778'13.7 KM (8.50 MI) SOUTHWEST OF MIDDLE GROUE, 4.0 KM (2.50 MI)
 OE1778'NORTHWEST OF GALWAY AND IN THE TOWNSHIP OF GALWAY. TO REACH THE
 OE1778'STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 147, ABOUT 4.0 KM
 OE1778'(2.50 MI) NORTH OF GALWAY, GO SOUTHWEST OF HIGHWAY 29 FOR 0.8 KM (0.50
 OE1778'MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GREENS CORNER ROAD FOR
 OE1778'0.6 KM (0.35 MI) TO HERMANCE ROAD.  CONTINUE SOUTH ON HERMANCE ROAD
 OE1778'FOR 0.1 KM (0.05 MI) TO WHERE THE ROAD TURNS WEST AND MARK BDC-2 ON
 OE1778'THE LEFT.  GO WEST ON HERMANCE ROAD FOR 0.2 KM (0.10 MI) TO THE
 OE1778'STATION ON THE LEFT.  TO REACH MARK BDC-1 FROM THE STATION, GO WEST ON
 OE1778'HERMANCE ROAD FOR 0.5 KM (0.30 MI) TO THE MARK ON THE RIGHT.
 OE1778'THE STATION IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BDC BDC
 OE1778'1973 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 OE1778'(30 CM) IN DIAMETER, RECESSED 12 INCHES (30 CM) BELOW THE GROUND.
 OE1778'LOCATED 66.5 FT (20.3 M) ESE FROM POWERLINE POLE NUMBER NYT 16, 67.0
 OE1778'FT (20.4 M) E FROM A GUY-LINE POLE, 39.0 FT (11.9 M) ENE FROM A
 OE1778'14-INCH FIR TREE, 13.0 FT (4.0 M) S FROM THE CENTER OF THE ROAD, AND
 OE1778'6.2 FT (1.9 M) NNW FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 OE1778'A STANDARD SACGS DISK STAMPED--BDC--, SET INTO AN IRREGULAR MASS OF
 OE1778'CONCRETE 4.0 FT (1.2 M) BELOW THE SURFACE.
 OE1778'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OE1778'STAMPED--BDC-1--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 OE1778'INCHES (30 CM) IN DIAMETER,RECESSED 4 INCHES (10 CM) BELOW THE GROUND.
 OE1778'LOCATED 60.5 FT (18.4 M) W FROM THE WEST SIDE OF A HOUSE, 70.0 FT
 OE1778'(21.3 M) E FROM POWERLINE POLE NUMBER NM 78, 33.5 FT (10.2 M) W FROM
 OE1778'THE WEST SIDE OF A BARN, 13.2 FT (4.0 M) N FROM THE CENTER OF ROAD,
 OE1778'AND 2.8 FT (0.9 M) S FROM A METAL WITNESS POST.
 OE1778'AZIMUTH MARK NO 2 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OE1778'STAMPED--BDC 2--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 OE1778'INCHES (30 CM) IN DIAMETER, RECESSED 4 INCHES (10 CM) BELOW THE
 OE1778'GROUND.  LOCATED 52.5 FT (16.0 M) SE FROM THE SOUTHEAST CORNER OF A
 OE1778'HOUSE, 51.8 FT (15.8 M) S FROM THE CENTER OF A DRIVEWAY, 27.5 FT (8.4
 OE1778'M) NE FROM POWERLINE POLE NUMBER NM 12, 19.8 FT (6.0 M) ESE FROM THE
 OE1778'CENTER OF THE ROAD, AND 2.1 FT (0.6 M) E FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1763 ***********************************************************************
 OE1763  DESIGNATION -  BEA
 OE1763  PID         -  OE1763
 OE1763  STATE/COUNTY-  NY/SARATOGA
 OE1763  USGS QUAD   -  GALWAY (1970)
 OE1763
 OE1763                         *CURRENT SURVEY CONTROL
 OE1763  ___________________________________________________________________
 OE1763* NAD 83(1996)-  43 00 16.15728(N)    074 05 33.34461(W)     ADJUSTED  
 OE1763* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 OE1763  ___________________________________________________________________
 OE1763  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 OE1763  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 OE1763
 OE1763  HORZ ORDER  -  SECOND
 OE1763
 OE1763.The horizontal coordinates were established by classical geodetic methods
 OE1763.and adjusted by the National Geodetic Survey in January 1999..
 OE1763
 OE1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1763
 OE1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1763
 OE1763.The geoid height was determined by GEOID03.
 OE1763
 OE1763;                    North         East     Units Scale Factor Converg.
 OE1763;SPC NY E     -   463,251.034   183,214.419   MT  0.99991357   +0 16 40.3
 OE1763;SPC NY E     - 1,519,849.43    601,095.97   sFT  0.99991357   +0 16 40.3
 OE1763;UTM  18      - 4,761,712.643   573,955.864   MT  0.99966728   +0 37 08.1
 OE1763
 OE1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1763!SPC NY E     -   0.99996230  x   0.99991357  =   0.99987588
 OE1763!UTM  18      -   0.99996230  x   0.99966728  =   0.99962960
 OE1763
 OE1763:                Primary Azimuth Mark                     Grid Az
 OE1763:SPC NY E     -  BEA 2                                    086 37 22.7
 OE1763:UTM  18      -  BEA 2                                    086 16 54.9
 OE1763
 OE1763|---------------------------------------------------------------------|
 OE1763| PID    Reference Object                     Distance      Geod. Az  |
 OE1763|                                                           dddmmss.s |
 OE1763| CZ7468 BEA 2                                              0865403.0 |
 OE1763| CZ7467 BEA 1                                              2642220.6 |
 OE1763| OE1762 BEA A SACGS 1973                      7.107 METERS 33342     |
 OE1763|---------------------------------------------------------------------|
 OE1763
 OE1763                          SUPERSEDED SURVEY CONTROL
 OE1763
 OE1763  NAD 83(1986)-  43 00 16.16168(N)    074 05 33.34463(W) AD(       ) 2
 OE1763  NAD 27      -  43 00 15.89243(N)    074 05 34.87849(W) AD(       ) 2
 OE1763  NGVD 29 (07/19/86)  271.2    (m)          890.     (f) VERT ANG       
 OE1763
 OE1763.Superseded values are not recommended for survey control.
 OE1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1763.See file dsdata.txt to determine how the superseded data were derived.
 OE1763
 OE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7395661713(NAD 83)
 OE1763_MARKER: DD = SURVEY DISK
 OE1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1763
 OE1763  HISTORY     - Date     Condition        Report By
 OE1763  HISTORY     - 1973     MONUMENTED       NY-091
 OE1763
 OE1763                          STATION DESCRIPTION
 OE1763
 OE1763'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1763'THE STATION IS LOCATED 3.5 MILES WEST OF GALWAY, 8.0 MILES
 OE1763'NORTHWEST OF CHARLTON, AND 12.5 MILES WEST OF BALLSTON SPA IN THE
 OE1763'TOWNSHIP OF GALWAY.
 OE1763'
 OE1763'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OE1763'147 (SACANDAGA ROAD) AND 67, GO WEST ON STATE HIGHWAY 67 FOR 1.8
 OE1763'MILES TO A T-INTERSECTION RIGHT.  TURN RIGHT AND GO NORTH ON
 OE1763'JERSEY HILL ROAD FOR 2.20 MILES TO THE INTERSECTION OF COUNTY
 OE1763'HIGHWAY 45 (WEST GALWAY ROAD).  TURN LEFT AND GO WEST ON COUNTY
 OE1763'HIGHWAY 45 FOR 0.95 MILE TO AZIMUTH MARK, BEA-2 (SACGS), ON
 OE1763'LEFT.  CONTINUE WEST ON COUNTY HIGHWAY 45 FOR 0.10 MILE TO
 OE1763'STATION ON RIGHT.
 OE1763'
 OE1763'TO REACH AZIMUTH MARK, BEA-1 (SACGS), FROM THE STATION,
 OE1763'CONTINUE WEST ON COUNTY HIGHWAY 45 FOR 0.40 MILE TO MARK ON RIGHT.
 OE1763'
 OE1763'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1763'SURVEY STAMPED BEA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OE1763'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OE1763'THE GROUND.  IT IS LOCATED 51.9 FEET SOUTHWEST OF POLE 40, NYT
 OE1763'243 ON THE NORTH SIDE OF COUNTY HIGHWAY 45, 77.0 FEET NORTHEAST
 OE1763'OF THE WEST END OF A 12-INCH ALUMINUM CULVERT, 59.6 FEET
 OE1763'NORTHEAST OF THE EAST END OF THE AFOREMENTIONED CULVERT ON THE
 OE1763'SOUTH SIDE OF COUNTY HIGHWAY 45 AND 14.8 FEET NORTH OF
 OE1763'THE CENTERLINE OF COUNTY HIGHWAY 45.  THE UNDERGROUND MARK IS
 OE1763'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OE1763'BELOW THE GROUND.
 OE1763'
 OE1763'AZIMUTH MARK, BEA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1763'COUNTY GEODETIC SURVEY STAMPED BEA-1.  IT IS SET IN THE TOP OF
 OE1763'A 12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OE1763'THE GROUND.  IT IS LOCATED 75.9 FEET SOUTHEAST OF A 28-INCH
 OE1763'MAPLE TREE ON THE NORTH SIDE OF COUNTY HIGHWAY 45, 45.9 FEET
 OE1763'NORTHEAST OF POLE (UNMARKED), 27.6 FEET WEST OF THE WEST RANGE
 OE1763'LINE OF A WHITE WOOD DWELLING BOTH ON THE SOUTH SIDE OF COUNTY
 OE1763'HIGHWAY 45 AND 14.7 FEET NORTH OF THE CENTERLINE OF COUNTY
 OE1763'HIGHWAY 45.
 OE1763'
 OE1763'AZIMUTH MARK, BEA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1763'COUNTY GEODETIC SURVEY STAMPED BEA-2.  IT IS SET IN THE TOP OF A
 OE1763'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OE1763'THE GROUND.  IT IS LOCATED 91.6 FEET SOUTHEAST OF A 24-INCH
 OE1763'MAPLE TREE, 45.8 FEET SOUTH OF A 24-INCH MAPLE TREE, BOTH NORTH
 OE1763'OF COUNTY HIGHWAY 45, 27.3 FEET NORTHEAST OF A 12-INCH MAPLE
 OE1763'TREE, 8.3 FEET EAST OF THE EAST RANGE LINE OF A WHITE WOOD
 OE1763'DWELLING, BOTH ON THE SOUTH SIDE OF COUNTY HIGHWAY 45, AND
 OE1763'15.0 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 45.
 OE1763'
 OE1763'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2714 ***********************************************************************
 KU2714  DESIGNATION -  BEACH
 KU2714  PID         -  KU2714
 KU2714  STATE/COUNTY-  NY/SUFFOLK
 KU2714  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2714
 KU2714                         *CURRENT SURVEY CONTROL
 KU2714  ___________________________________________________________________
 KU2714* NAD 83(1996)-  40 53 59.23759(N)    073 28 42.46339(W)     ADJUSTED  
 KU2714* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2714  ___________________________________________________________________
 KU2714  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KU2714  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 KU2714
 KU2714  HORZ ORDER  -  THIRD
 KU2714
 KU2714.The horizontal coordinates were established by classical geodetic methods
 KU2714.and adjusted by the National Geodetic Survey in January 1999..
 KU2714
 KU2714.The orthometric height was scaled from a topographic map.
 KU2714
 KU2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2714
 KU2714.The geoid height was determined by GEOID03.
 KU2714
 KU2714;                    North         East     Units Scale Factor Converg.
 KU2714;SPC NY L     -    81,541.605   343,945.617   MT  0.99999528   +0 20 28.1
 KU2714;SPC NY L     -   267,524.42  1,128,428.25   sFT  0.99999528   +0 20 28.1
 KU2714;SPC CT       -   160,039.321   243,416.618   MT  1.00004390   -0 28 58.8
 KU2714;SPC CT       -   525,062.34    798,609.35   sFT  1.00004390   -0 28 58.8
 KU2714;UTM  18      - 4,528,747.004   628,159.467   MT  0.99980216   +0 59 46.8
 KU2714
 KU2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2714!SPC NY L     -   1.00000486  x   0.99999528  =   1.00000014
 KU2714!SPC CT       -   1.00000486  x   1.00004390  =   1.00004876
 KU2714!UTM  18      -   1.00000486  x   0.99980216  =   0.99980702
 KU2714
 KU2714|---------------------------------------------------------------------|
 KU2714| PID    Reference Object                     Distance      Geod. Az  |
 KU2714|                                                           dddmmss.s |
 KU2714| CB6612 BEACH RM 2                           24.750 METERS 03701     |
 KU2714| CB6611 BEACH RM 1                           52.200 METERS 06232     |
 KU2714| KU2695 IRON STACK                          282.569 METERS 08448     |
 KU2714| KU2628 FLAGSTAFF NEAR CANNON               APPROX. 3.2 KM 1770818.3 |
 KU2714| KU2620 TIFFANY CLOCK TOWER                 APPROX. 3.1 KM 1855653.4 |
 KU2714| KU2706 BLACKTON BOATHOUSE SE CHIMNEY       APPROX. 2.1 KM 2091624.2 |
 KU2714| KU2700 RANGE MARK                          APPROX. 1.5 KM 2482121.3 |
 KU2714| KU2697 COLD SPRING HARBOR LH               APPROX. 2.0 KM 3221630.0 |
 KU2714| KU2711 BOATHOUSE BRICK CHIMNEY             APPROX. 1.5 KM 3354311.5 |
 KU2714|---------------------------------------------------------------------|
 KU2714
 KU2714                          SUPERSEDED SURVEY CONTROL
 KU2714
 KU2714  NAD 83(1996)-  40 53 59.24009(N)    073 28 42.46251(W) AD(       ) 3
 KU2714  NAD 83(1992)-  40 53 59.24206(N)    073 28 42.45852(W) AD(       ) 3
 KU2714  NAD 83(1986)-  40 53 59.24342(N)    073 28 42.46112(W) AD(       ) 3
 KU2714  NAD 27      -  40 53 58.89300(N)    073 28 44.03100(W) AD(       ) 3
 KU2714
 KU2714.Superseded values are not recommended for survey control.
 KU2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2714.See file dsdata.txt to determine how the superseded data were derived.
 KU2714
 KU2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2815928747(NAD 83)
 KU2714_MARKER: DS = TRIANGULATION STATION DISK
 KU2714_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2714_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2714
 KU2714  HISTORY     - Date     Condition        Report By
 KU2714  HISTORY     - 1914     MONUMENTED       CGS
 KU2714  HISTORY     - 1916     GOOD             CGS
 KU2714
 KU2714                          STATION DESCRIPTION
 KU2714
 KU2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2714'STATION IS LOCATED ON POINT OF LAND ABOUT 100 METERS S OF OLD
 KU2714'SCHOONER USED AS A BREAKWATER TO THE ENTRANCE OF A SMALL HARBOR.
 KU2714'STATION IS 3 METERS INSIDE OF HIGH-WATER LINE ON THE W BEACH AND 8
 KU2714'METERS ON THE S BEACH.  ON THE BEACH S OF THE STATION ARE A LARGE
 KU2714'NUMBER OF BRICKBATS.
 KU2714'
 KU2714'IT IS MARKED BY A HOLE DUG IN THE GROUND ABOUT 2 FEET DEEP.  A
 KU2714'SUITABLE STAKE ABOUT 4 FEET IN LENGTH WAS THEN DRIVEN FIRMLY INTO
 KU2714'THE GROUND.  A PIECE OF TILE PIPE ABOUT 2 FEET LONG WAS SLIPPED
 KU2714'OVER THE STAKE AND FILLED WITH CONCRETE.  A BATCH OF CONCRETE WAS
 KU2714'PLACED AT THE BASE OF THE TILE AND THE REMAINDER OF THE HOLE WAS
 KU2714'FILLED WITH EARTH.  A STANDARD DISK STATION MARK WAS THEN PLACED
 KU2714'IN THE TOP OF THE TILE ABOUT FLUSH WITH THE SURROUNDING SURFACE.
 KU2714'THE STATION MARK RESTS ON THE TOP OF THE STAKE.
 KU2714'
 KU2714'REFERENCE MARK IS SAME AS STATION MARK EXCEPT THAT A STANDARD DISK
 KU2714'REFERENCE MARK REPLACES THE STATION MARK, THE ARROW POINTING
 KU2714'TOWARD THE STATION.  ALSO, THE REFERENCE MARK RISES ABOVE THE
 KU2714'SURROUNDING SURFACE FROM 4 TO 5 INCHES, WITH A BATCH OF CONCRETE
 KU2714'PLACED AROUND IT.
 KU2714
 KU2714                          STATION RECOVERY (1916)
 KU2714
 KU2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2714'STATION RECOVERED AND DESCRIPTION ADEQUATE.  THE CENTER AND
 KU2714'REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3068 ***********************************************************************
 KU3068  DESIGNATION -  BEACH
 KU3068  PID         -  KU3068
 KU3068  STATE/COUNTY-  NY/WESTCHESTER
 KU3068  USGS QUAD   -  MAMARONECK (1975)
 KU3068
 KU3068                         *CURRENT SURVEY CONTROL
 KU3068  ___________________________________________________________________
 KU3068* NAD 83(1996)-  40 57 38.76315(N)    073 40 39.61937(W)     ADJUSTED  
 KU3068* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3068  ___________________________________________________________________
 KU3068  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 KU3068  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU3068
 KU3068  HORZ ORDER  -  THIRD
 KU3068
 KU3068.The horizontal coordinates were established by classical geodetic methods
 KU3068.and adjusted by the National Geodetic Survey in January 1999..
 KU3068
 KU3068.The orthometric height was scaled from a topographic map.
 KU3068
 KU3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3068
 KU3068.The geoid height was determined by GEOID03.
 KU3068
 KU3068;                    North         East     Units Scale Factor Converg.
 KU3068;SPC NY E     -   236,516.745   219,221.139   MT  0.99995896   +0 32 20.7
 KU3068;SPC NY E     -   775,972.02    719,228.02   sFT  0.99995896   +0 32 20.7
 KU3068;SPC CT       -   166,971.962   226,703.428   MT  1.00003279   -0 36 54.4
 KU3068;SPC CT       -   547,807.18    743,776.16   sFT  1.00003279   -0 36 54.4
 KU3068;SPC NY L     -    88,232.589   327,135.047   MT  0.99999676   +0 12 39.0
 KU3068;SPC NY L     -   289,476.42  1,073,275.57   sFT  0.99999676   +0 12 39.0
 KU3068;UTM  18      - 4,535,243.751   611,277.131   MT  0.99975240   +0 52 00.9
 KU3068
 KU3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3068!SPC NY E     -   1.00000489  x   0.99995896  =   0.99996384
 KU3068!SPC CT       -   1.00000489  x   1.00003279  =   1.00003768
 KU3068!SPC NY L     -   1.00000489  x   0.99999676  =   1.00000165
 KU3068!UTM  18      -   1.00000489  x   0.99975240  =   0.99975728
 KU3068
 KU3068:                Primary Azimuth Mark                     Grid Az
 KU3068:SPC NY E     -  GREAT CAPTAIN IS LH 1882                 061 29 40.0
 KU3068:SPC CT       -  GREAT CAPTAIN IS LH 1882                 062 38 55.1
 KU3068:SPC NY L     -  GREAT CAPTAIN IS LH 1882                 061 49 21.7
 KU3068:UTM  18      -  GREAT CAPTAIN IS LH 1882                 061 09 59.8
 KU3068
 KU3068|---------------------------------------------------------------------|
 KU3068| PID    Reference Object                     Distance      Geod. Az  |
 KU3068|                                                           dddmmss.s |
 KU3068| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 5.2 KM 0620200.7 |
 KU3068| CB6613 BEACH RM 1                                         17547     |
 KU3068| CB6614 BEACH RM 2                                         25542     |
 KU3068|---------------------------------------------------------------------|
 KU3068
 KU3068                          SUPERSEDED SURVEY CONTROL
 KU3068
 KU3068  NAD 83(1996)-  40 57 38.76352(N)    073 40 39.61824(W) AD(       ) 3
 KU3068  NAD 83(1992)-  40 57 38.76323(N)    073 40 39.61817(W) AD(       ) 3
 KU3068  NAD 83(1986)-  40 57 38.76326(N)    073 40 39.61907(W) AD(       ) 3
 KU3068  NAD 83(1986)-  40 57 38.76347(N)    073 40 39.61874(W) AD(       ) 3
 KU3068  NAD 27      -  40 57 38.41300(N)    073 40 41.15500(W) AD(       ) 3
 KU3068
 KU3068.Superseded values are not recommended for survey control.
 KU3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3068.See file dsdata.txt to determine how the superseded data were derived.
 KU3068
 KU3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1127735244(NAD 83)
 KU3068_MARKER: DS = TRIANGULATION STATION DISK
 KU3068_SETTING: 66 = SET IN ROCK OUTCROP
 KU3068
 KU3068  HISTORY     - Date     Condition        Report By
 KU3068  HISTORY     - 1933     MONUMENTED       CGS
 KU3068  HISTORY     - 1959     GOOD             CGS
 KU3068
 KU3068                          STATION DESCRIPTION
 KU3068
 KU3068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3068'STATION HAS BEEN ESTABLISHED ON A HIGH ROCK BEARING THE PAINTED
 KU3068'NOTICE KEEP OFF AT THE INSHORE END OF THE BREAKWATER AT OAKLAND
 KU3068'BEACH IN RYE TOWN PARK.  THE BREAKWATER DIVIDES RYE TOWN PARK FROM
 KU3068'PLAYLAND PARK.  IT IS NOT AT THE HIGHEST POINT OF THE ROCK, BUT
 KU3068'NORTHERLY THEREFROM ABOUT 3 METERS IN A POSITION WHICH SEES
 KU3068'TRIANGULATION STATION MAN THROUGH THE PLAYLAND DOCK.
 KU3068'
 KU3068'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KU3068'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED.
 KU3068
 KU3068                          STATION RECOVERY (1959)
 KU3068
 KU3068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 KU3068'STATION FOUND AS DESCRIBED.  IT IS NEAR THE SOUTHERN END OF RYE
 KU3068'BEACH AND AT THE NORTHERN END OF OAKLAND BEACH, ON THE LARGER OF TWO
 KU3068'PROMINENT ROCKS NEAR THE WEST END OF THE RYE BEACH BREAKWATER.
 KU3068'THE NORTHERLY ROCK IS AT THE W END OF THE BREAKWATER, THE LARGER
 KU3068'(SOUTHERLY) ROCK IS ONLY A FEW FEET AWAY.  BOTH ROCKS HAVE BIG
 KU3068'WHITE LETTERS PAINTED ON THEM KEEP OFF AND ABOUT 400 FEET
 KU3068'OFFSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3452 ***********************************************************************
 LW3452  DESIGNATION -  BEACH 1972
 LW3452  PID         -  LW3452
 LW3452  STATE/COUNTY-  NY/SUFFOLK
 LW3452  USGS QUAD   -  MYSTIC (1984)
 LW3452
 LW3452                         *CURRENT SURVEY CONTROL
 LW3452  ___________________________________________________________________
 LW3452* NAD 83(1996)-  41 16 12.68282(N)    071 58 31.50489(W)     ADJUSTED  
 LW3452* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 LW3452  ___________________________________________________________________
 LW3452  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW3452  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LW3452
 LW3452  HORZ ORDER  -  SECOND
 LW3452
 LW3452.The horizontal coordinates were established by classical geodetic methods
 LW3452.and adjusted by the National Geodetic Survey in January 1999..
 LW3452
 LW3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3452
 LW3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3452
 LW3452.The geoid height was determined by GEOID03.
 LW3452
 LW3452;                    North         East     Units Scale Factor Converg.
 LW3452;SPC NY L     -   124,506.488   469,629.665   MT  1.00002174   +1 19 27.3
 LW3452;SPC NY L     -   408,485.04  1,540,776.66   sFT  1.00002174   +1 19 27.3
 LW3452;SPC CT       -   201,207.236   369,702.072   MT  0.99999366   +0 30 48.9
 LW3452;SPC CT       -   660,127.41  1,212,930.88   sFT  0.99999366   +0 30 48.9
 LW3452;UTM  19      - 4,573,021.976   250,772.711   MT  1.00036451   -1 57 49.1
 LW3452;UTM  18      - 4,573,164.351   753,345.863   MT  1.00038999   +1 59 46.0
 LW3452
 LW3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3452!SPC NY L     -   1.00000354  x   1.00002174  =   1.00002528
 LW3452!SPC CT       -   1.00000354  x   0.99999366  =   0.99999720
 LW3452!UTM  19      -   1.00000354  x   1.00036451  =   1.00036805
 LW3452!UTM  18      -   1.00000354  x   1.00038999  =   1.00039353
 LW3452
 LW3452:                Primary Azimuth Mark                     Grid Az
 LW3452:SPC NY L     -  MONTAUK POINT LIGHTHOUSE                 154 27 54.9
 LW3452:SPC CT       -  MONTAUK POINT LIGHTHOUSE                 155 16 33.3
 LW3452:UTM  19      -  MONTAUK POINT LIGHTHOUSE                 157 45 11.3
 LW3452:UTM  18      -  MONTAUK POINT LIGHTHOUSE                 153 47 36.2
 LW3452
 LW3452|---------------------------------------------------------------------|
 LW3452| PID    Reference Object                     Distance      Geod. Az  |
 LW3452|                                                           dddmmss.s |
 LW3452| LW3167 MONTAUK POINT LIGHTHOUSE            APPROX.24.3 KM 1554722.2 |
 LW3452| LW3453 BEACH 1972 RM 1                       6.007 METERS 21005     |
 LW3452|---------------------------------------------------------------------|
 LW3452
 LW3452                          SUPERSEDED SURVEY CONTROL
 LW3452
 LW3452  NAD 83(1996)-  41 16 12.68279(N)    071 58 31.50494(W) AD(       ) 2
 LW3452  NAD 83(1992)-  41 16 12.68127(N)    071 58 31.50411(W) AD(       ) 2
 LW3452  NAD 83(1986)-  41 16 12.68231(N)    071 58 31.50947(W) AD(       ) 2
 LW3452  NAD 27      -  41 16 12.32573(N)    071 58 33.24683(W) AD(       ) 2
 LW3452  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 LW3452
 LW3452.Superseded values are not recommended for survey control.
 LW3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3452.See file dsdata.txt to determine how the superseded data were derived.
 LW3452
 LW3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5077373022(NAD 83)
 LW3452_MARKER: DS = TRIANGULATION STATION DISK
 LW3452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LW3452_SP_SET: METAL PIPE AND CONCRETE SURROUND
 LW3452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3452
 LW3452  HISTORY     - Date     Condition        Report By
 LW3452  HISTORY     - 1972     MONUMENTED       NGS
 LW3452
 LW3452                          STATION DESCRIPTION
 LW3452
 LW3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3452'STATION IS LOCATED ALONG SOUTHEAST SIDE OF FISHERS ISLAND, ABOUT 50
 LW3452'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF BEACH POND, ABOUT 25 FEET
 LW3452'ABOVE SEA LEVEL, ALONG A STEEP, SLOPING, BLUFF RIM, ABOUT 50 YARDS
 LW3452'SOUTHWEST DOWN FROM HIGH POINT OF THE HILL, AND 15 FEET
 LW3452'NORTH-NORTHWEST OF AN 8-FOOT-SQUARE, RED, INSTRUMENT HUT
 LW3452'CONSTRUCTED BY THE NAVY.
 LW3452'
 LW3452'TO REACH STATION FROM THE POST OFFICE ON FISHERS ISLAND, GO SOUTH
 LW3452'ON ORIENTAL AVE. FOR 0.55 MILE TO CROSSROAD AT ENTRANCE TO MT.
 LW3452'PROSPECT HILL AHEAD.  TURN LEFT AND GO EAST, ON ORIENTAL AVE., FOR
 LW3452'2.4 MILES TO A TRACK SIDE ROAD RIGHT, AT EAST SIDE OF LARGE OPEN
 LW3452'AREA, BY PILE OF LARGE BOULDERS.  FOLLOW TRACK ROAD SOUTHERLY FOR
 LW3452'0.35 MILE TO DIM ROAD RIGHT, JUST BEFORE LOCKED CABLE GATE
 LW3452'AHEAD ON THE MAIN ROAD.  FROM HERE WALK SOUTHEAST ABOUT 150 YARDS
 LW3452'ALONG EAST OF BEACH POND, TO STATION ON RIM OF BLUFF.
 LW3452'
 LW3452'STATION MARK IS A STANDARD DISK STAMPED BEACH 1972 BRAZED TO THE TOP
 LW3452'OF A 2-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 3 INCHES FROM
 LW3452'GROUND.  IT IS 8 FEET NORTHWEST OF EDGE OF RIM.
 LW3452'
 LW3452'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEACH NO 1 1972,
 LW3452'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE INSTRUMENT
 LW3452'HUT.  0.9 FOOT NORTHWEST OF BASE OF SOUTHEAST WALL.  A PERMANENT,
 LW3452'METAL THEOLODITE SUPPORT IS MOUNTED OVER THE MARK, WHICH IS
 LW3452'VISIBLE THROUGH A HOLE IN BASE OF SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3453 ***********************************************************************
 LW3453  DESIGNATION -  BEACH 1972 RM 1
 LW3453  PID         -  LW3453
 LW3453  STATE/COUNTY-  NY/SUFFOLK
 LW3453  USGS QUAD   -  MYSTIC (1984)
 LW3453
 LW3453                         *CURRENT SURVEY CONTROL
 LW3453  ___________________________________________________________________
 LW3453* NAD 83(1996)-  41 16 12.51431(N)    071 58 31.63424(W)     ADJUSTED  
 LW3453* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 LW3453  ___________________________________________________________________
 LW3453  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW3453  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LW3453
 LW3453  HORZ ORDER  -  SECOND
 LW3453
 LW3453.The horizontal coordinates were established by classical geodetic methods
 LW3453.and adjusted by the National Geodetic Survey in January 1999..
 LW3453
 LW3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3453
 LW3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3453
 LW3453.The geoid height was determined by GEOID03.
 LW3453
 LW3453;                    North         East     Units Scale Factor Converg.
 LW3453;SPC NY L     -   124,501.221   469,626.775   MT  1.00002173   +1 19 27.2
 LW3453;SPC NY L     -   408,467.76  1,540,767.18   sFT  1.00002173   +1 19 27.2
 LW3453;SPC CT       -   201,202.011   369,699.108   MT  0.99999366   +0 30 48.9
 LW3453;SPC CT       -   660,110.26  1,212,921.16   sFT  0.99999366   +0 30 48.9
 LW3453;UTM  19      - 4,573,016.882   250,769.523   MT  1.00036453   -1 57 49.1
 LW3453;UTM  18      - 4,573,159.048   753,343.034   MT  1.00038997   +1 59 45.9
 LW3453
 LW3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3453!SPC NY L     -   1.00000332  x   1.00002173  =   1.00002505
 LW3453!SPC CT       -   1.00000332  x   0.99999366  =   0.99999698
 LW3453!UTM  19      -   1.00000332  x   1.00036453  =   1.00036785
 LW3453!UTM  18      -   1.00000332  x   1.00038997  =   1.00039329
 LW3453
 LW3453|---------------------------------------------------------------------|
 LW3453| PID    Reference Object                     Distance      Geod. Az  |
 LW3453|                                                           dddmmss.s |
 LW3453| LW3452 BEACH 1972                            6.007 METERS 03005     |
 LW3453| LW3448 BARLEY 1972                         APPROX. 1.6 KM 0660334.5 |
 LW3453|---------------------------------------------------------------------|
 LW3453
 LW3453                          SUPERSEDED SURVEY CONTROL
 LW3453
 LW3453  NAD 83(1996)-  41 16 12.51428(N)    071 58 31.63428(W) AD(       ) 2
 LW3453  NAD 83(1992)-  41 16 12.51276(N)    071 58 31.63346(W) AD(       ) 2
 LW3453  NAD 83(1986)-  41 16 12.51380(N)    071 58 31.63881(W) AD(       ) 2
 LW3453  NAD 27      -  41 16 12.15721(N)    071 58 33.37617(W) AD(       ) 2
 LW3453  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 LW3453
 LW3453.Superseded values are not recommended for survey control.
 LW3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3453.See file dsdata.txt to determine how the superseded data were derived.
 LW3453
 LW3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5077073017(NAD 83)
 LW3453_MARKER: DR = REFERENCE MARK DISK
 LW3453_SETTING: 0 = UNSPECIFIED SETTING
 LW3453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3453
 LW3453  HISTORY     - Date     Condition        Report By
 LW3453  HISTORY     - 1972     MONUMENTED       NGS
 LW3453
 LW3453                          STATION DESCRIPTION
 LW3453
 LW3453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3453'TO REACH STATION FROM THE POST OFFICE ON FISHERS ISLAND, GO SOUTH ON
 LW3453'ORIENTAL AVE. FOR 0.55 MILE TO CROSSROAD AT ENTRANCE TO MT. PROSPECT
 LW3453'HILL AHEAD.  TURN LEFT AND GO EAST, ON ORIENTAL AVE., FOR 2.4 MILES
 LW3453'TO A TRACK SIDE ROAD RIGHT, AT EAST SIDE OF LARGE OPEN AREA, BY PILE
 LW3453'OF LARGE BOULDERS.  FOLLOW TRACK ROAD SOUTHERLY FOR 0.35 MILE TO
 LW3453'DIM ROAD RIGHT, JUST BEFORE LOCKED CABLE GATE AHEAD ON THE MAIN ROAD.
 LW3453'FROM HERE WALK SOUTHEAST ABOUT 150 YARDS ALONG END OF BEACH
 LW3453'POND, TO STATION ON RIM OF BLUFF.
 LW3453'
 LW3453'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEACH NO 1
 LW3453'1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 LW3453'INSTRUMENT HUT.  0.9 FOOT NORTHWEST OF BASE OF SOUTHEAST WALL.
 LW3453'A PERMANENT, METAL THEOLODITE SUPPORT IS MOUNTED OVER THE MARK,
 LW3453'WHICH IS VISIBLE THROUGH A HOLE IN BASE OF SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3353 ***********************************************************************
 KU3353  DESIGNATION -  BEACH BEACON
 KU3353  PID         -  KU3353
 KU3353  STATE/COUNTY-  NY/QUEENS
 KU3353  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU3353
 KU3353                         *CURRENT SURVEY CONTROL
 KU3353  ___________________________________________________________________
 KU3353* NAD 83(1996)-  40 35 12.02675(N)    073 50 45.30122(W)     ADJUSTED  
 KU3353* NAVD 88     -                                                        
 KU3353  ___________________________________________________________________
 KU3353  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KU3353  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU3353
 KU3353  HORZ ORDER  -  THIRD
 KU3353
 KU3353.The horizontal coordinates were established by classical geodetic methods
 KU3353.and adjusted by the National Geodetic Survey in January 1999..
 KU3353
 KU3353
 KU3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3353
 KU3353.The geoid height was determined by GEOID03.
 KU3353
 KU3353;                    North         East     Units Scale Factor Converg.
 KU3353;SPC NY L     -    46,651.335   313,044.510   MT  1.00000541   +0 06 02.8
 KU3353;SPC NY L     -   153,055.25  1,027,046.86   sFT  1.00000541   +0 06 02.8
 KU3353;UTM  18      - 4,493,515.597   597,664.963   MT  0.99971741   +0 45 03.3
 KU3353
 KU3353                          SUPERSEDED SURVEY CONTROL
 KU3353
 KU3353  NAD 83(1986)-  40 35 12.02881(N)    073 50 45.29951(W) AD(       ) 4
 KU3353  NAD 27      -  40 35 11.65000(N)    073 50 46.81000(W) AD(       ) 3
 KU3353
 KU3353.Superseded values are not recommended for survey control.
 KU3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3353.See file dsdata.txt to determine how the superseded data were derived.
 KU3353
 KU3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9766593516(NAD 83)
 KU3353_MARKER: 14 = NAVIGATION LIGHT
 KU3353
 KU3353  HISTORY     - Date     Condition        Report By
 KU3353  HISTORY     - 1920     FIRST OBSERVED   CGS
 KU3353
 KU3353                          STATION DESCRIPTION
 KU3353
 KU3353'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1858 ***********************************************************************
 OE1858  DESIGNATION -  BEACH HILL
 OE1858  PID         -  OE1858
 OE1858  STATE/COUNTY-  NY/LEWIS
 OE1858  USGS QUAD   -  CRYSTAL DALE (1966)
 OE1858
 OE1858                         *CURRENT SURVEY CONTROL
 OE1858  ___________________________________________________________________
 OE1858* NAD 83(1996)-  43 50 37.46808(N)    075 21 38.71170(W)     ADJUSTED  
 OE1858* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 OE1858  ___________________________________________________________________
 OE1858  LAPLACE CORR-           9.76  (seconds)                    DEFLEC99
 OE1858  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 OE1858
 OE1858  HORZ ORDER  -  FIRST
 OE1858
 OE1858.The horizontal coordinates were established by classical geodetic methods
 OE1858.and adjusted by the National Geodetic Survey in January 1999..
 OE1858
 OE1858.The orthometric height was scaled from a topographic map.
 OE1858
 OE1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1858
 OE1858.The geoid height was determined by GEOID03.
 OE1858
 OE1858;                    North         East     Units Scale Factor Converg.
 OE1858;SPC NY C     -   427,631.223   348,309.651   MT  1.00005633   +0 50 49.0
 OE1858;SPC NY C     - 1,402,986.77  1,142,745.91   sFT  1.00005633   +0 50 49.0
 OE1858;UTM  18      - 4,854,580.990   471,001.121   MT  0.99961034   -0 14 59.6
 OE1858
 OE1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1858!SPC NY C     -   0.99995072  x   1.00005633  =   1.00000705
 OE1858!UTM  18      -   0.99995072  x   0.99961034  =   0.99956108
 OE1858
 OE1858|---------------------------------------------------------------------|
 OE1858| PID    Reference Object                     Distance      Geod. Az  |
 OE1858|                                                           dddmmss.s |
 OE1858| CZ7470 BEACH HILL RM 1                      45.080 METERS 10831     |
 OE1858| CZ7469 BEACH HILL AZ MK                                   1284258.9 |
 OE1858| CZ7471 BEACH HILL RM 2                      30.498 METERS 17709     |
 OE1858|---------------------------------------------------------------------|
 OE1858
 OE1858                          SUPERSEDED SURVEY CONTROL
 OE1858
 OE1858  NAD 83(1986)-  43 50 37.47421(N)    075 21 38.70846(W) AD(       ) 1
 OE1858  NAD 27      -  43 50 37.23000(N)    075 21 40.06200(W) AD(       ) 1
 OE1858
 OE1858.Superseded values are not recommended for survey control.
 OE1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1858.See file dsdata.txt to determine how the superseded data were derived.
 OE1858
 OE1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP7100154581(NAD 83)
 OE1858_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1858
 OE1858  HISTORY     - Date     Condition        Report By
 OE1858  HISTORY     - 1942     MONUMENTED       CGS
 OE1858  HISTORY     - 1972     SEE DESCRIPTION  SELLS
 OE1858
 OE1858                          STATION DESCRIPTION
 OE1858
 OE1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1858'STATION IS ABOUT 4 MILES E BY N OF NEW BREMEN, ON THE HIGHEST
 OE1858'PART OF A PROMINENT HILL, ON PASTURE LAND ON THE PROPERTY OF
 OE1858'FAY LOMBER.  IT IS ABOUT 0.25 MILE N OF THE LOMBER FARMHOUSE,
 OE1858'49 FEET SW OF A LARGE ROCK PILE, 41 FEET SE OF A 32-INCH,
 OE1858'TRIANGULAR-BLAZED TREE AND 3 FEET SSW OF A WHITE REFERENCE
 OE1858'POST.  IT IS STAMPED BEACH HILL 1942 AND PROJECTS 4 INCHES.
 OE1858'
 OE1858'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OE1858'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1858'
 OE1858'REFERENCE MARK NO.1 IS E BY S OF THE STATION.  IT IS A BRONZE
 OE1858'DISK SET IN A DRILL HOLE IN A SMALL BOULDER AND IS 132 FEET SE
 OE1858'OF A ROCK PILE AND FENCE CORNER.  IT IS STAMPED BEACH HILL NO.1
 OE1858'1942.
 OE1858'
 OE1858'REFERENCE MARK NO.2 IS S OF THE STATION.  IT IS A BRONZE DISK
 OE1858'SET IN A DRILL HOLE IN A SMALL BOULDER AND IS 112 FEET E OF A
 OE1858'FENCE LINE AND ROW OF TREES.  IT IS STAMPED BEACH HILL NO.2 1942.
 OE1858'
 OE1858'THE AZIMUTH MARK IS ABOUT 0.25 MILE SE BY E OF THE STATION,
 OE1858'175 FEET W OF A FENCE LINE AND 30 FEET W OF A ROCK PILE.  IT IS
 OE1858'STAMPED BEACH HILL 1942 AND PROJECTS ABOUT 6 INCHES.
 OE1858'
 OE1858'TO REACH THE STATION FROM THE POST OFFICE IN NEW BREMEN, GO
 OE1858'EASTERLY ON NEW YORK HIGHWAY 26A FOR 0.85 MILE AND TAKE A
 OE1858'RIGHT FORK, BLACK-TOP ROAD, OFF THE HIGHWAY.  GO 2.4 MILES AND
 OE1858'CURVE SHARP LEFT ONTO A GRAVEL ROAD.  GO 0.8 MILE AND KEEP RIGHT
 OE1858'AT A ROAD COMING IN FROM THE LEFT.  GO 0.45 MILE AND TURN LEFT,
 OE1858'N, ON A FARM ENTRANCE DRIVEWAY.  GO 100 YARDS AND PASS THROUGH
 OE1858'A WIRE GATE INTO A PASTURE.  GO N FOR 0.25 MILE TO THE
 OE1858'SUMMIT OF THE PROMINENT HILL IN THE N PART OF THE PASTURE, AND
 OE1858'THE STATION.
 OE1858'
 OE1858'A 77-FOOT SIGNAL AT FLAT ROCK IS VISIBLE FROM THE GROUND.  A
 OE1858'4-FOOT SIGNAL AT LOWVILLE IS VISIBLE FROM THE GROUND.  A 90-FOOT
 OE1858'SIGNAL AT COPENHAGEN IS VISIBLE AT 77 FEET.  AN 87-FOOT SIGNAL AT
 OE1858'MT. TOM IS VISIBLE AT 77 FEET.
 OE1858'
 OE1858'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1858
 OE1858                          STATION RECOVERY (1972)
 OE1858
 OE1858'RECOVERY NOTE BY SELLS INC CONS ENG 1972
 OE1858'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 OE1858'MARK WAS NOT RECOVERED.
 OE1858'
 OE1858'DESCRIPTION SHOULD BE REVISED AS FOLLOWS--HIGHWAY 26 A 0.85 MILE
 OE1858'TO TILLMAN ROAD, RIGHT FORK, THENCE 2.4 MILES TO BEECH HILL ROAD,
 OE1858'TURN LEFT ON GRAVEL ROAD 0.8 MILE TO INTERSECTION OF BEECH HILL
 OE1858'ROAD AND MATTIS ROAD, BEAR RIGHT 0.2 MILE TO DIRT ROAD ON
 OE1858'LEFT, FOLLOW THIS ROAD TO TOP OF HILL AT ROCK WALL, STATION
 OE1858'WILL BE ON RIGHT ON THE OTHER SIDE OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5316 ***********************************************************************
 LX5316  DESIGNATION -  BEACH HOUSE
 LX5316  PID         -  LX5316
 LX5316  STATE/COUNTY-  NY/SUFFOLK
 LX5316  USGS QUAD   -  NEW LONDON (1984)
 LX5316
 LX5316                         *CURRENT SURVEY CONTROL
 LX5316  ___________________________________________________________________
 LX5316* NAD 83(1996)-  41 15 16.32662(N)    072 00 29.04747(W)     ADJUSTED  
 LX5316* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 LX5316  ___________________________________________________________________
 LX5316  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 LX5316  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5316
 LX5316  HORZ ORDER  -  THIRD
 LX5316
 LX5316.The horizontal coordinates were established by classical geodetic methods
 LX5316.and adjusted by the National Geodetic Survey in January 1999..
 LX5316
 LX5316.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5316
 LX5316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5316
 LX5316.The geoid height was determined by GEOID03.
 LX5316
 LX5316;                    North         East     Units Scale Factor Converg.
 LX5316;SPC NY L     -   122,705.611   466,934.031   MT  1.00001977   +1 18 10.4
 LX5316;SPC NY L     -   402,576.66  1,531,932.73   sFT  1.00001977   +1 18 10.4
 LX5316;SPC CT       -   199,444.731   366,981.296   MT  0.99999494   +0 29 31.0
 LX5316;SPC CT       -   654,344.92  1,204,004.47   sFT  0.99999494   +0 29 31.0
 LX5316;UTM  18      - 4,571,331.347   750,670.553   MT  1.00037339   +1 58 26.1
 LX5316;UTM  19      - 4,571,378.076   247,977.250   MT  1.00038176   -1 59 04.5
 LX5316
 LX5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5316!SPC NY L     -   1.00000395  x   1.00001977  =   1.00002372
 LX5316!SPC CT       -   1.00000395  x   0.99999494  =   0.99999889
 LX5316!UTM  18      -   1.00000395  x   1.00037339  =   1.00037734
 LX5316!UTM  19      -   1.00000395  x   1.00038176  =   1.00038571
 LX5316
 LX5316                          SUPERSEDED SURVEY CONTROL
 LX5316
 LX5316  NAD 83(1996)-  41 15 16.32664(N)    072 00 29.04753(W) AD(       ) 3
 LX5316  NAD 83(1992)-  41 15 16.32527(N)    072 00 29.04679(W) AD(       ) 3
 LX5316  NAD 83(1986)-  41 15 16.32654(N)    072 00 29.05239(W) AD(       ) 3
 LX5316  NAD 27      -  41 15 15.96900(N)    072 00 30.78800(W) AD(       ) 3
 LX5316  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 LX5316
 LX5316.Superseded values are not recommended for survey control.
 LX5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5316.See file dsdata.txt to determine how the superseded data were derived.
 LX5316
 LX5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5067171331(NAD 83)
 LX5316_MARKER: DD = SURVEY DISK
 LX5316_SETTING: 0 = UNSPECIFIED SETTING
 LX5316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5316
 LX5316  HISTORY     - Date     Condition        Report By
 LX5316  HISTORY     - 1954     MONUMENTED       CGS
 LX5316
 LX5316                          STATION DESCRIPTION
 LX5316
 LX5316'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GRS)
 LX5316'THE STATION IS A STANDARD HYDROGRAPHIC STATION DISK SET FLUSH
 LX5316'IN THE CONCRETE FLOOR OF WOODEN HOUSE AT BEACH EDGE ABOUT 250
 LX5316'YARDS SE OF HECP BUILDING ON MT. PROSPECT, FISHERS ISLAND, N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2143 ***********************************************************************
 KU2143  DESIGNATION -  BEACH PK
 KU2143  PID         -  KU2143
 KU2143  STATE/COUNTY-  NY/WESTCHESTER
 KU2143  USGS QUAD   -  MOUNT VERNON (1979)
 KU2143
 KU2143                         *CURRENT SURVEY CONTROL
 KU2143  ___________________________________________________________________
 KU2143* NAD 83(1996)-  40 53 24.40731(N)    073 46 34.87444(W)     ADJUSTED  
 KU2143* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2143  ___________________________________________________________________
 KU2143  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KU2143  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU2143
 KU2143  HORZ ORDER  -  THIRD
 KU2143
 KU2143.The horizontal coordinates were established by classical geodetic methods
 KU2143.and adjusted by the National Geodetic Survey in January 1999..
 KU2143
 KU2143.The orthometric height was scaled from a topographic map.
 KU2143
 KU2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2143
 KU2143.The geoid height was determined by GEOID03.
 KU2143
 KU2143;                    North         East     Units Scale Factor Converg.
 KU2143;SPC NY E     -   228,597.624   210,979.231   MT  0.99994575   +0 28 25.4
 KU2143;SPC NY E     -   749,990.70    692,187.69   sFT  0.99994575   +0 28 25.4
 KU2143;SPC NY L     -    80,360.412   318,847.601   MT  0.99999514   +0 08 46.6
 KU2143;SPC NY L     -   263,649.12  1,046,085.84   sFT  0.99999514   +0 08 46.6
 KU2143;UTM  18      - 4,527,279.314   603,082.364   MT  0.99973078   +0 48 03.9
 KU2143
 KU2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2143!SPC NY E     -   1.00000469  x   0.99994575  =   0.99995044
 KU2143!SPC NY L     -   1.00000469  x   0.99999514  =   0.99999983
 KU2143!UTM  18      -   1.00000469  x   0.99973078  =   0.99973547
 KU2143
 KU2143                          SUPERSEDED SURVEY CONTROL
 KU2143
 KU2143  NAD 83(1996)-  40 53 24.40864(N)    073 46 34.87487(W) AD(       ) 3
 KU2143  NAD 83(1992)-  40 53 24.40760(N)    073 46 34.87590(W) AD(       ) 3
 KU2143  NAD 83(1986)-  40 53 24.40367(N)    073 46 34.86059(W) AD(       ) 3
 KU2143
 KU2143.Superseded values are not recommended for survey control.
 KU2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2143.See file dsdata.txt to determine how the superseded data were derived.
 KU2143
 KU2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0308227279(NAD 83)
 KU2143_MARKER: N = NAIL
 KU2143_SETTING: 0 = UNSPECIFIED SETTING
 KU2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2143
 KU2143  HISTORY     - Date     Condition        Report By
 KU2143  HISTORY     - 1986     MONUMENTED       NOS
 KU2143
 KU2143                          STATION DESCRIPTION
 KU2143
 KU2143'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2143'THE STATION IS LOCATED AT THE BEACH TENNIS CLUB ON DAVENPORT NECK
 KU2143'WHICH IS NORTHWEST FROM DAVIDS ISLAND AND NORTHEAST FROM GLEN
 KU2143'ISLAND.
 KU2143'
 KU2143'TO REACH THE STATION FROM THE INTERSECTION OF BOSTON ROAD AND NORTH
 KU2143'AVENUE IN NEW ROCHELLE GO SOUTHEAST ON NORTH AVENUE FOR 0.45 MILE
 KU2143'TO A T INTERSECTION AT PELHAM ROAD.  TURN RIGHT ON PELHAM ROAD AND
 KU2143'CONTINUE ON FOR 0.1 MILE TO A CROSS ROAD, CHURCH STREET.  TURN LEFT
 KU2143'ON CHURCH STREET AND PROCEED SOUTHEASTERLY FOR 0.36 MILE TO A ROAD
 KU2143'TO THE RIGHT, DAVENPORT AVENUE.  TURN RIGHT AND GO SOUTHWEST FOR
 KU2143'0.65 MILE TO THE BEACH TENNIS CLUB ON THE RIGHT AND THE STATION
 KU2143'TO THE SOUTHEAST ALONG THE SHORELINE.
 KU2143'
 KU2143'THE STATION IS A SURVEYORS PK NAIL DRIVEN INTO CONCRETE AND
 KU2143'SURROUNDED BY UNIVERSAL ORANGE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4536 ***********************************************************************
 LX4536  DESIGNATION -  BEACON
 LX4536  PID         -  LX4536
 LX4536  STATE/COUNTY-  NY/DUTCHESS
 LX4536  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4536
 LX4536                         *CURRENT SURVEY CONTROL
 LX4536  ___________________________________________________________________
 LX4536* NAD 83(1996)-  41 37 38.90807(N)    073 52 43.79402(W)     ADJUSTED  
 LX4536* NAVD 88     -                                                        
 LX4536  ___________________________________________________________________
 LX4536  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 LX4536  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LX4536
 LX4536  HORZ ORDER  -  THIRD
 LX4536
 LX4536.This mark is at Dutchess County Airport (POU)
 LX4536
 LX4536.The horizontal coordinates were established by classical geodetic methods
 LX4536.and adjusted by the National Geodetic Survey in January 1999..
 LX4536
 LX4536
 LX4536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4536
 LX4536.The geoid height was determined by GEOID03.
 LX4536
 LX4536;                    North         East     Units Scale Factor Converg.
 LX4536;SPC NY E     -   310,414.277   201,758.286   MT  0.99993296   +0 24 45.5
 LX4536;SPC NY E     - 1,018,417.51    661,935.31   sFT  0.99993296   +0 24 45.5
 LX4536;UTM  18      - 4,609,023.525   593,392.795   MT  0.99970733   +0 44 41.4
 LX4536
 LX4536                          SUPERSEDED SURVEY CONTROL
 LX4536
 LX4536  NAD 83(1986)-  41 37 38.90970(N)    073 52 43.79574(W) AD(       ) 4
 LX4536  NAD 27      -  41 37 38.58000(N)    073 52 45.31000(W) AD(       ) 3
 LX4536
 LX4536.Superseded values are not recommended for survey control.
 LX4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4536.See file dsdata.txt to determine how the superseded data were derived.
 LX4536
 LX4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9339309024(NAD 83)
 LX4536
 LX4536  HISTORY     - Date     Condition        Report By
 LX4536  HISTORY     - UNK      MONUMENTED
 LX4536  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX4536  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX4536  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4536  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4536
 LX4536                          STATION DESCRIPTION
 LX4536
 LX4536'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HJB)
 LX4536'RECOVERED IN GOOD CONDITION.
 LX4536'
 LX4536'THE FLASHING AERO-BEACON ATOP THE 75-FT. STEEL TOWER, JUST SE
 LX4536'OF THE CONTROL BUILDING AT THE NEW HACKENSACK AIRPORT.
 LX4536
 LX4536                          STATION RECOVERY (1954)
 LX4536
 LX4536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJB)
 LX4536'THE BEACON AND TOWER HAVE BEEN MOVED TO A HILL TOP ABOUT TWO
 LX4536'THOUSAND FEET NNE OF THE AIRPORT.  THE 16 FT. SQUARE CONCRETE
 LX4536'BASE FOR THE OLD TOWER LOCATION IS STILL IN PLACE, AND FOR POSSIBLE
 LX4536'USE IN PHOTO CONTROL AND DATUM TIE FOR AIRPORT-SURVEYS, A CHISELED
 LX4536'TRIANGLE WITH CENTER-HOLE WAS MADE AT THE EXACT CENTER.
 LX4536'
 LX4536'THE CHISELED TRIANGLE IS LOCATED 60 FT. SE OF THE
 LX4536'C.A.A. COMMUNICATIONS BLDG., AND 18 FT. N.N.E. OF THE SMALL POWER
 LX4536'SHED.
 LX4536
 LX4536                          STATION RECOVERY (1963)
 LX4536
 LX4536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX4536'STATION WAS DESTROYED.  BEACON HAS BEEN MOVED.  BASE IS STILL
 LX4536'THERE.  THE CHISELED TRIANGLE USED TO MARK THE EXACT CENTER OF
 LX4536'BEACON WAS RECOVERED.
 LX4536
 LX4536                          STATION RECOVERY (1964)
 LX4536
 LX4536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 LX4536'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THERE IS A
 LX4536'BENCH MARK DISK, J 58, 1 FOOT W. OF THE MARK.  SEE PG. 22.  BOOK
 LX4536'319.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5400 ***********************************************************************
 KV5400  DESIGNATION -  BEACON 5A
 KV5400  PID         -  KV5400
 KV5400  STATE/COUNTY-  NY/RICHMOND
 KV5400  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5400
 KV5400                         *CURRENT SURVEY CONTROL
 KV5400  ___________________________________________________________________
 KV5400* NAD 83(1996)-  40 29 44.17049(N)    074 15 05.94996(W)     ADJUSTED  
 KV5400* NAVD 88     -                                                        
 KV5400  ___________________________________________________________________
 KV5400  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KV5400  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5400
 KV5400  HORZ ORDER  -  THIRD
 KV5400
 KV5400.The horizontal coordinates were established by classical geodetic methods
 KV5400.and adjusted by the National Geodetic Survey in January 1999..
 KV5400
 KV5400
 KV5400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5400
 KV5400.The geoid height was determined by GEOID03.
 KV5400
 KV5400;                    North         East     Units Scale Factor Converg.
 KV5400;SPC NY L     -    36,557.407   278,666.297   MT  1.00001393   -0 09 52.6
 KV5400;SPC NY L     -   119,938.76    914,257.68   sFT  1.00001393   -0 09 52.6
 KV5400;SPC NJ       -   184,569.982   171,051.119   MT  0.99990545   +0 09 40.6
 KV5400;SPC NJ       -   605,543.35    561,190.21   sFT  0.99990545   +0 09 40.6
 KV5400;UTM  18      - 4,483,035.599   563,414.773   MT  0.99964950   +0 29 09.5
 KV5400
 KV5400                          SUPERSEDED SURVEY CONTROL
 KV5400
 KV5400  NAD 83(1986)-  40 29 44.17180(N)    074 15 05.94652(W) AD(       ) 4
 KV5400  NAD 27      -  40 29 43.78800(N)    074 15 07.42500(W) AD(       ) 3
 KV5400
 KV5400.Superseded values are not recommended for survey control.
 KV5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5400.See file dsdata.txt to determine how the superseded data were derived.
 KV5400
 KV5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6341583036(NAD 83)
 KV5400_MARKER: 14 = NAVIGATION LIGHT
 KV5400
 KV5400  HISTORY     - Date     Condition        Report By
 KV5400  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5400  HISTORY     - 19970704 GOOD             USPSQD
 KV5400
 KV5400                          STATION DESCRIPTION
 KV5400
 KV5400'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5400'A NEW, SMALL, LIGHTED CHANNEL BEACON IN RARITAN BAY, APPROACHING 75
 KV5400'METERS OFF WARDS POINT, STATEN ISLAND, ON THE E SIDE OF THE ARTHUR
 KV5400'KILL CHANNEL, ERECTED CENTRALLY AND SYMMETRICALLY OVER A CIRCULAR
 KV5400'ROCK-FILL.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE (RED)
 KV5400'SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO A SQUARE CONCRETE
 KV5400'BASE (RED).
 KV5400'
 KV5400'THE STATION IS THE LIGHT APEX, APPROXIMATELY 25 FEET ABOVE HIGH
 KV5400'WATER.
 KV5400
 KV5400                          STATION RECOVERY (1997)
 KV5400
 KV5400'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4435 ***********************************************************************
 KV4435  DESIGNATION -  BEACON 69TH ST
 KV4435  PID         -  KV4435
 KV4435  STATE/COUNTY-  NY/KINGS
 KV4435  USGS QUAD   -  JERSEY CITY (1981)
 KV4435
 KV4435                         *CURRENT SURVEY CONTROL
 KV4435  ___________________________________________________________________
 KV4435* NAD 83(1996)-  40 38 22.94153(N)    074 02 19.20061(W)     ADJUSTED  
 KV4435* NAVD 88     -                                                        
 KV4435  ___________________________________________________________________
 KV4435  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 KV4435  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4435
 KV4435  HORZ ORDER  -  THIRD
 KV4435
 KV4435.The horizontal coordinates were established by classical geodetic methods
 KV4435.and adjusted by the National Geodetic Survey in January 1999..
 KV4435
 KV4435
 KV4435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4435
 KV4435.The geoid height was determined by GEOID03.
 KV4435
 KV4435;                    North         East     Units Scale Factor Converg.
 KV4435;SPC NY L     -    52,529.606   296,729.103   MT  1.00000161   -0 01 31.0
 KV4435;SPC NY L     -   172,340.88    973,518.73   sFT  1.00000161   -0 01 31.0
 KV4435;SPC NJ       -   200,643.078   189,021.103   MT  0.99991874   +0 18 01.7
 KV4435;SPC NJ       -   658,276.50    620,146.74   sFT  0.99991874   +0 18 01.7
 KV4435;SPC NY E     -   200,643.078   189,021.103   MT  0.99991874   +0 18 01.7
 KV4435;SPC NY E     -   658,276.50    620,146.74   sFT  0.99991874   +0 18 01.7
 KV4435;UTM  18      - 4,499,206.438   581,288.831   MT  0.99968133   +0 37 34.1
 KV4435
 KV4435                          SUPERSEDED SURVEY CONTROL
 KV4435
 KV4435  NAD 83(1996)-  40 38 22.94158(N)    074 02 19.20098(W) AD(       ) 4
 KV4435  NAD 83(1992)-  40 38 22.94169(N)    074 02 19.20126(W) AD(       ) 4
 KV4435  NAD 83(1986)-  40 38 22.94158(N)    074 02 19.20046(W) AD(       ) 4
 KV4435  NAD 27      -  40 38 22.56900(N)    074 02 20.69100(W) AD(       ) 3
 KV4435
 KV4435.Superseded values are not recommended for survey control.
 KV4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4435.See file dsdata.txt to determine how the superseded data were derived.
 KV4435
 KV4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8128999206(NAD 83)
 KV4435_MARKER: 14 = NAVIGATION LIGHT
 KV4435
 KV4435  HISTORY     - Date     Condition        Report By
 KV4435  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4435
 KV4435                          STATION DESCRIPTION
 KV4435
 KV4435'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4435'A LIGHTED BEACON RECENTLY ERECTED ON THE BAY RIDGE WATERFRONT AT
 KV4435'THE FOOT OF 69TH STREET ON THE OUTER ENDS AND ON THE N SIDE OF
 KV4435'THE LONG, WOODEN PIER AT THE 69TH STREET FERRY LANDING.  IT IS
 KV4435'THE USUAL 4-SIDED LATTICE STRUCTURE (RED) SURMOUNTING A 4-SIDED
 KV4435'TANK (WHITE) SECURED TO THE FLOOR OF THE PIER.
 KV4435'
 KV4435'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 50 FEET ABOVE HIGH
 KV4435'WATER.  IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4452 ***********************************************************************
 LX4452  DESIGNATION -  BEACON DUTCH REFORMED CH SPIRE
 LX4452  PID         -  LX4452
 LX4452  STATE/COUNTY-  NY/DUTCHESS
 LX4452  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4452
 LX4452                         *CURRENT SURVEY CONTROL
 LX4452  ___________________________________________________________________
 LX4452* NAD 83(1996)-  41 30 22.91820(N)    073 58 49.73345(W)     ADJUSTED  
 LX4452* NAVD 88     -                                                        
 LX4452  ___________________________________________________________________
 LX4452  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 LX4452  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX4452
 LX4452  HORZ ORDER  -  THIRD
 LX4452
 LX4452.The horizontal coordinates were established by classical geodetic methods
 LX4452.and adjusted by the National Geodetic Survey in January 1999..
 LX4452
 LX4452
 LX4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4452
 LX4452.The geoid height was determined by GEOID03.
 LX4452
 LX4452;                    North         East     Units Scale Factor Converg.
 LX4452;SPC NY E     -   296,908.666   193,369.291   MT  0.99992314   +0 20 39.5
 LX4452;SPC NY E     -   974,107.85    634,412.42   sFT  0.99992314   +0 20 39.5
 LX4452;UTM  18      - 4,595,472.678   585,084.059   MT  0.99968909   +0 40 32.4
 LX4452
 LX4452                          SUPERSEDED SURVEY CONTROL
 LX4452
 LX4452  NAD 83(1986)-  41 30 22.92027(N)    073 58 49.73589(W) AD(       ) 4
 LX4452  NAD 27      -  41 30 22.58000(N)    073 58 51.21300(W) AD(       ) 3
 LX4452
 LX4452.Superseded values are not recommended for survey control.
 LX4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4452.See file dsdata.txt to determine how the superseded data were derived.
 LX4452
 LX4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8508495473(NAD 83)
 LX4452_MARKER: 90 = CHURCH SPIRE
 LX4452
 LX4452  HISTORY     - Date     Condition        Report By
 LX4452  HISTORY     - UNK      FIRST OBSERVED
 LX4452  HISTORY     - 1933     GOOD             CGS
 LX4452  HISTORY     - 1984     GOOD             USPSQD
 LX4452
 LX4452                          STATION DESCRIPTION
 LX4452
 LX4452'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4452'THIS STATION RECOVERED.  NEW DESCRIPTION WRITTEN (STEEPLE. DUTCH
 LX4452'REFORMED CHURCH).
 LX4452'
 LX4452'THIS STATION CONSISTS OF A STEEPLE ON THE DUTCH REFORMED
 LX4452'PROTESTANT CHURCH IN BEACON, NEW YORK, FORMERLY FISHKILL LANDING,
 LX4452'ON FERRY STREET.  THE CHURCH WAS BUILT IN 1813, REBUILT IN
 LX4452'1860.  DIRECTLY W OF THE CHURCH IS A JETTY BUILT OUT INTO THE
 LX4452'HUDSON RIVER.  SKETCH BELOW GIVES FURTHER DETAILS.  THIS IS THE
 LX4452'SAME AS FISHKILL LANDING DUTCH REFORMED CHURCH, SPIRE, 1905.
 LX4452'
 LX4452'NOT RECOMPUTED.
 LX4452'
 LX4452'HEIGHT OF SIGNAL ABOVE STATION MARK - 20.0 METERS.
 LX4452
 LX4452                          STATION RECOVERY (1984)
 LX4452
 LX4452'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEC)
 LX4452'DESCRIPTION ACCURATE RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4451 ***********************************************************************
 LX4451  DESIGNATION -  BEACON DUTCHESS HAT CO STACK
 LX4451  PID         -  LX4451
 LX4451  STATE/COUNTY-  NY/DUTCHESS
 LX4451  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4451
 LX4451                         *CURRENT SURVEY CONTROL
 LX4451  ___________________________________________________________________
 LX4451* NAD 83(1996)-  41 30 29.29755(N)    073 58 54.54542(W)     ADJUSTED  
 LX4451* NAVD 88     -                                                        
 LX4451  ___________________________________________________________________
 LX4451  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 LX4451  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LX4451
 LX4451  HORZ ORDER  -  THIRD
 LX4451
 LX4451.The horizontal coordinates were established by classical geodetic methods
 LX4451.and adjusted by the National Geodetic Survey in January 1999..
 LX4451
 LX4451
 LX4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4451
 LX4451.The geoid height was determined by GEOID03.
 LX4451
 LX4451;                    North         East     Units Scale Factor Converg.
 LX4451;SPC NY E     -   297,104.787   193,256.527   MT  0.99992302   +0 20 36.3
 LX4451;SPC NY E     -   974,751.29    634,042.46   sFT  0.99992302   +0 20 36.3
 LX4451;UTM  18      - 4,595,668.098   584,970.189   MT  0.99968885   +0 40 29.3
 LX4451
 LX4451                          SUPERSEDED SURVEY CONTROL
 LX4451
 LX4451  NAD 83(1986)-  41 30 29.29964(N)    073 58 54.54780(W) AD(       ) 4
 LX4451  NAD 27      -  41 30 28.96800(N)    073 58 56.04200(W) AD(       ) 3
 LX4451
 LX4451.Superseded values are not recommended for survey control.
 LX4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4451.See file dsdata.txt to determine how the superseded data were derived.
 LX4451
 LX4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8497095668(NAD 83)
 LX4451_MARKER: 63 = STACK
 LX4451
 LX4451  HISTORY     - Date     Condition        Report By
 LX4451  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX4451  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX4451
 LX4451                          STATION DESCRIPTION
 LX4451
 LX4451'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4451'THIS SILVER STACK IS AT THE MAIN STREET WORKS OF THE DUTCHESS
 LX4451'HAT COMPANY, IN BEACON, NEW YORK.  THE STACK IS ON THE TOP OF A
 LX4451'BUILDING.  SKETCH BELOW GIVES FURTHER DETAILS.
 LX4451'
 LX4451'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 LX4451
 LX4451                          STATION RECOVERY (1984)
 LX4451
 LX4451'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEC)
 LX4451'NONEXISTENT.
 LX4451'
 LX4451'STACK AND MANY OF THE AREA CHARTED BUILDINGS HAVE BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2985 ***********************************************************************
 KU2985  DESIGNATION -  BEACON GANGWAY ROCK
 KU2985  PID         -  KU2985
 KU2985  STATE/COUNTY-  NY/NASSAU
 KU2985  USGS QUAD   -  SEA CLIFF (1979)
 KU2985
 KU2985                         *CURRENT SURVEY CONTROL
 KU2985  ___________________________________________________________________
 KU2985* NAD 83(1996)-  40 51 28.88675(N)    073 44 45.63804(W)     ADJUSTED  
 KU2985* NAVD 88     -                                                        
 KU2985  ___________________________________________________________________
 KU2985  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 KU2985  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU2985
 KU2985  HORZ ORDER  -  THIRD
 KU2985
 KU2985.The horizontal coordinates were established by classical geodetic methods
 KU2985.and adjusted by the National Geodetic Survey in January 1999..
 KU2985
 KU2985
 KU2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2985
 KU2985.The geoid height was determined by GEOID03.
 KU2985
 KU2985;                    North         East     Units Scale Factor Converg.
 KU2985;SPC NY L     -    76,803.881   321,415.098   MT  0.99999491   +0 09 58.1
 KU2985;SPC NY L     -   251,980.73  1,054,509.37   sFT  0.99999491   +0 09 58.1
 KU2985;SPC NY E     -   225,055.984   213,566.880   MT  0.99994972   +0 29 35.8
 KU2985;SPC NY E     -   738,371.17    700,677.34   sFT  0.99994972   +0 29 35.8
 KU2985;UTM  18      - 4,523,753.266   605,689.642   MT  0.99973749   +0 49 13.5
 KU2985
 KU2985                          SUPERSEDED SURVEY CONTROL
 KU2985
 KU2985  NAD 83(1996)-  40 51 28.88808(N)    073 44 45.63820(W) AD(       ) 4
 KU2985  NAD 83(1992)-  40 51 28.88615(N)    073 44 45.64045(W) AD(       ) 4
 KU2985  NAD 83(1986)-  40 51 28.88891(N)    073 44 45.63953(W) AD(       ) 4
 KU2985  NAD 27      -  40 51 28.52700(N)    073 44 47.16300(W) AD(       ) 3
 KU2985
 KU2985.Superseded values are not recommended for survey control.
 KU2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2985.See file dsdata.txt to determine how the superseded data were derived.
 KU2985
 KU2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0569023753(NAD 83)
 KU2985_MARKER: 14 = NAVIGATION LIGHT
 KU2985
 KU2985  HISTORY     - Date     Condition        Report By
 KU2985  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2985
 KU2985                          STATION DESCRIPTION
 KU2985
 KU2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU2985'THE LIGHTED BEACON IN LONG ISLAND SOUND, W OF MANHASSET NECK AND
 KU2985'SW OF SANDS POINT.  IT IS AN ORDINARY-TYPE BEACON, RECENTLY
 KU2985'CONSTRUCTED.
 KU2985'
 KU2985'THE STATION IS THE LANTERN-APEX.
 KU2985'
 KU2985'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9636 ***********************************************************************
 AA9636  DESIGNATION -  BEACON GANGWAY ROCK
 AA9636  PID         -  AA9636
 AA9636  STATE/COUNTY-  NY/NASSAU
 AA9636  USGS QUAD   -  SEA CLIFF (1979)
 AA9636
 AA9636                         *CURRENT SURVEY CONTROL
 AA9636  ___________________________________________________________________
 AA9636* NAD 83(1996)-  40 51 28.90098(N)    073 44 45.66011(W)     ADJUSTED  
 AA9636* NAVD 88     -                                                        
 AA9636  ___________________________________________________________________
 AA9636  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA9636  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AA9636
 AA9636  HORZ ORDER  -  THIRD
 AA9636
 AA9636.The horizontal coordinates were established by classical geodetic methods
 AA9636.and adjusted by the National Geodetic Survey in January 1999..
 AA9636.No horizontal observational check was made to the station.
 AA9636
 AA9636
 AA9636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9636
 AA9636.The geoid height was determined by GEOID03.
 AA9636
 AA9636;                    North         East     Units Scale Factor Converg.
 AA9636;SPC NY L     -    76,804.318   321,414.580   MT  0.99999491   +0 09 58.1
 AA9636;SPC NY L     -   251,982.17  1,054,507.67   sFT  0.99999491   +0 09 58.1
 AA9636;UTM  18      - 4,523,753.697   605,689.119   MT  0.99973748   +0 49 13.5
 AA9636
 AA9636                          SUPERSEDED SURVEY CONTROL
 AA9636
 AA9636  NAD 83(1996)-  40 51 28.90293(N)    073 44 45.65985(W) AD(       ) 4
 AA9636  NAD 83(1986)-  40 51 28.89049(N)    073 44 45.66556(W) AD(       ) 4
 AA9636
 AA9636.Superseded values are not recommended for survey control.
 AA9636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9636.See file dsdata.txt to determine how the superseded data were derived.
 AA9636
 AA9636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0568923754(NAD 83)
 AA9636_MARKER: 14 = NAVIGATION LIGHT
 AA9636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9636+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9636
 AA9636  HISTORY     - Date     Condition        Report By
 AA9636  HISTORY     - 1990     FIRST OBSERVED   NOS
 AA9636
 AA9636                          STATION DESCRIPTION
 AA9636
 AA9636'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9636'THE STATION IS LOCATED IN LONG ISLAND SOUND WEST OF THE NORTHWEST
 AA9636'SHORE OF MANHASSET NECK ABOUT 2.3 NAUTICAL MILES NORTHWEST OF THE
 AA9636'VILLAGE OF PORT WASHINGTON AT THE NORTHWEST END OF A BROKEN SHOAL
 AA9636'WHICH EXTENDS NORTH-NORTHWEST FROM BARKER POINT ON GANGWAY ROCK.  THE
 AA9636'STATION IS THE FLASHING GREEN LIGHT ATOP A SKELETON STEEL TOWER ON
 AA9636'GANGWAY ROCK WHICH HAS SQUARE GREEN DAYBOARDS WITH THE IDENTIFYING
 AA9636'NUMBERS 27A ON ITS NORTHERLY AND SOUTHERLY FACINGS.  THIS IS LIGHT
 AA9636'NUMBER 20225 IN THE 1989 EDITION OF VOLUME 1 OF THE U.S. COAST GUARD
 AA9636'LIGHT LIST AND WAS CONSTRUCTED ORIGINALLY IN 1932, WAS REBUILT IN 1973
 AA9636'AND WAS REPAIRED AND MODIFIED IN 1987. RECOVERED AND DESCRIBED BY C S
 AA9636'MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2542 ***********************************************************************
 MZ2542  DESIGNATION -  BEACON ISLAND 1
 MZ2542  PID         -  MZ2542
 MZ2542  STATE/COUNTY-  NY/ALBANY
 MZ2542  USGS QUAD   -  DELMAR (1980)
 MZ2542
 MZ2542                         *CURRENT SURVEY CONTROL
 MZ2542  ___________________________________________________________________
 MZ2542* NAD 83(1996)-  42 36 01.35723(N)    073 45 46.35802(W)     ADJUSTED  
 MZ2542* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2542  ___________________________________________________________________
 MZ2542  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 MZ2542  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ2542
 MZ2542  HORZ ORDER  -  THIRD
 MZ2542
 MZ2542.The horizontal coordinates were established by classical geodetic methods
 MZ2542.and adjusted by the National Geodetic Survey in January 1999..
 MZ2542
 MZ2542.The orthometric height was scaled from a topographic map.
 MZ2542
 MZ2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2542
 MZ2542.The geoid height was determined by GEOID03.
 MZ2542
 MZ2542;                    North         East     Units Scale Factor Converg.
 MZ2542;SPC NY E     -   418,546.104   210,487.850   MT  0.99994500   +0 29 56.3
 MZ2542;SPC NY E     - 1,373,180.01    690,575.55   sFT  0.99994500   +0 29 56.3
 MZ2542;UTM  18      - 4,717,180.584   601,487.526   MT  0.99972672   +0 50 14.8
 MZ2542
 MZ2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2542!SPC NY E     -   1.00000496  x   0.99994500  =   0.99994996
 MZ2542!UTM  18      -   1.00000496  x   0.99972672  =   0.99973168
 MZ2542
 MZ2542                          SUPERSEDED SURVEY CONTROL
 MZ2542
 MZ2542  NAD 83(1996)-  42 36 01.35958(N)    073 45 46.35931(W) AD(       ) 3
 MZ2542  NAD 83(1996)-  42 36 01.35980(N)    073 45 46.35929(W) AD(       ) 3
 MZ2542  NAD 83(1992)-  42 36 01.36003(N)    073 45 46.35898(W) AD(       ) 3
 MZ2542  NAD 83(1992)-  42 36 01.36028(N)    073 45 46.35893(W) AD(       ) 3
 MZ2542  NAD 83(1986)-  42 36 01.36053(N)    073 45 46.35826(W) AD(       ) 3
 MZ2542  NAD 27      -  42 36 01.07700(N)    073 45 47.92700(W) AD(       ) 3
 MZ2542
 MZ2542.Superseded values are not recommended for survey control.
 MZ2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2542.See file dsdata.txt to determine how the superseded data were derived.
 MZ2542
 MZ2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0148817181(NAD 83)
 MZ2542
 MZ2542  HISTORY     - Date     Condition        Report By
 MZ2542  HISTORY     - 1905     MONUMENTED       USE
 MZ2542  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2542  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2542
 MZ2542                          STATION DESCRIPTION
 MZ2542
 MZ2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2542'ON THE W SIDE OF THE HUDSON RIVER ABOUT 1/8 MILE S OF BEACON
 MZ2542'ISLAND LIGHT, MARKED BY A SQUARE DOCK SPIKE IN PILE OF FRONT
 MZ2542'ROW OF PILES OF DIKE AND IS ABOUT 410 FEET N OF ABBEY CUT.
 MZ2542
 MZ2542                          STATION RECOVERY (1935)
 MZ2542
 MZ2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2542'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL
 MZ2542'MEASUREMENTS (CORRECTING PREVIOUS) WERE TAKEN, AS PER SKETCH,
 MZ2542'TO AID IN FUTURE RECOVERY AND ASSIST IN LOCATING STATION ON THE
 MZ2542'AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2539 ***********************************************************************
 MZ2539  DESIGNATION -  BEACON ISLAND 3
 MZ2539  PID         -  MZ2539
 MZ2539  STATE/COUNTY-  NY/ALBANY
 MZ2539  USGS QUAD   -  DELMAR (1980)
 MZ2539
 MZ2539                         *CURRENT SURVEY CONTROL
 MZ2539  ___________________________________________________________________
 MZ2539* NAD 83(1996)-  42 36 21.38687(N)    073 45 47.46392(W)     ADJUSTED  
 MZ2539* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 MZ2539  ___________________________________________________________________
 MZ2539  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 MZ2539  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ2539
 MZ2539  HORZ ORDER  -  THIRD
 MZ2539
 MZ2539.The horizontal coordinates were established by classical geodetic methods
 MZ2539.and adjusted by the National Geodetic Survey in January 1999..
 MZ2539
 MZ2539.The orthometric height was scaled from a topographic map.
 MZ2539
 MZ2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2539
 MZ2539.The geoid height was determined by GEOID03.
 MZ2539
 MZ2539;                    North         East     Units Scale Factor Converg.
 MZ2539;SPC NY E     -   419,163.881   210,457.262   MT  0.99994495   +0 29 55.7
 MZ2539;SPC NY E     - 1,375,206.83    690,475.20   sFT  0.99994495   +0 29 55.7
 MZ2539;UTM  18      - 4,717,798.034   601,453.296   MT  0.99972663   +0 50 14.4
 MZ2539
 MZ2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2539!SPC NY E     -   1.00000465  x   0.99994495  =   0.99994960
 MZ2539!UTM  18      -   1.00000465  x   0.99972663  =   0.99973127
 MZ2539
 MZ2539                          SUPERSEDED SURVEY CONTROL
 MZ2539
 MZ2539  NAD 83(1996)-  42 36 21.38924(N)    073 45 47.46519(W) AD(       ) 3
 MZ2539  NAD 83(1996)-  42 36 21.38946(N)    073 45 47.46517(W) AD(       ) 3
 MZ2539  NAD 83(1992)-  42 36 21.38969(N)    073 45 47.46486(W) AD(       ) 3
 MZ2539  NAD 83(1992)-  42 36 21.38993(N)    073 45 47.46483(W) AD(       ) 3
 MZ2539  NAD 83(1986)-  42 36 21.39020(N)    073 45 47.46415(W) AD(       ) 3
 MZ2539  NAD 27      -  42 36 21.10800(N)    073 45 49.03200(W) AD(       ) 3
 MZ2539
 MZ2539.Superseded values are not recommended for survey control.
 MZ2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2539.See file dsdata.txt to determine how the superseded data were derived.
 MZ2539
 MZ2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0145317798(NAD 83)
 MZ2539
 MZ2539  HISTORY     - Date     Condition        Report By
 MZ2539  HISTORY     - 1923     MONUMENTED       USE
 MZ2539  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2539  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2539  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2539
 MZ2539                          STATION DESCRIPTION
 MZ2539
 MZ2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2539'ON THE W SIDE OF THE HUDSON RIVER 1200 FEET N OF BEACON ISLAND
 MZ2539'LIGHT ABOUT 250 FEET N OF CAMP PEQUOD, MARKED BY A STANDARD
 MZ2539'UNITED STATES ENGINEERS CONCRETE MONUMENT IN CREST OF PAVED DIKE.
 MZ2539
 MZ2539                          STATION RECOVERY (1935)
 MZ2539
 MZ2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2539'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION MARK IS A
 MZ2539'3/4-INCH IRON PLUG WITH CROSS CUT IN TOP EMBEDDED IN AN 8-INCH
 MZ2539'SQUARE CONCRETE MONUMENT ON TOP OF DIKE.  ADDITIONAL
 MZ2539'MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE
 MZ2539'RECOVERY AND ASSIST IN LOCATING STATION ON THE AERIAL
 MZ2539'PHOTOGRAPHS.
 MZ2539
 MZ2539                          STATION RECOVERY (1969)
 MZ2539
 MZ2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2539'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ALONG WEST
 MZ2539'SIDE OF THE HUDSON RIVER, NEAR NORTH END OF BEACON ISLAND, ON
 MZ2539'TOP OF STONE AND CONCRETE DIKE.
 MZ2539'
 MZ2539'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 MZ2539'144 AT SOUTH EDGE OF ALBANY, GO NORTH ON HIGHWAY 32 FOR 0.1
 MZ2539'MILE.  TAKE SIDE ROAD RIGHT, AT TRAFFIC LIGHT, AND GO 0.2 MILE
 MZ2539'TO T-JUNCTION.  TURN RIGHT AND FOLLOW THE ALBANY PORT ROAD
 MZ2539'SOUTH FOR 0.75 MILE TO END OF ROAD AT AGWAY PLANT.  WALK ALONG
 MZ2539'RAILROAD TRACKS ABOUT 300 YARDS TO CROSSROAD.  GO LEFT 75 YARDS
 MZ2539'TO SMALL POND ON RIGHT.  CONTINUE AHEAD, ON TRAIL THROUGH
 MZ2539'WOODS, ABOUT 100 YARDS TO RIVER.  GO RIGHT ABOUT 80 YARDS TO
 MZ2539'STATION.
 MZ2539'
 MZ2539'STATION IS MARKED BY A 3/4-INCH IRON PIN, WITH CROSS IN TOP,
 MZ2539'SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT IN THE
 MZ2539'CROWN OF THE DIKE.  IT IS 53.0 FEET SOUTH OF END OF DIKE AND 16
 MZ2539'FEET WEST OF BASE OF SLOPING FACE OF DIKE.  A LARGE ORANGE
 MZ2539'STRIPE IS PAINTED DOWN FACE OF DIKE AND B-3 IS PAINTED BY THE
 MZ2539'STRIPE.
 MZ2539'
 MZ2539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2539'3-3/4 MILES SOUTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2538 ***********************************************************************
 MZ2538  DESIGNATION -  BEACON ISLAND LIGHT
 MZ2538  PID         -  MZ2538
 MZ2538  STATE/COUNTY-  NY/ALBANY
 MZ2538  USGS QUAD   -  DELMAR (1980)
 MZ2538
 MZ2538                         *CURRENT SURVEY CONTROL
 MZ2538  ___________________________________________________________________
 MZ2538* NAD 83(1996)-  42 36 09.97394(N)    073 45 48.22775(W)     ADJUSTED  
 MZ2538* NAVD 88     -                                                        
 MZ2538  ___________________________________________________________________
 MZ2538  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MZ2538  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ2538
 MZ2538  HORZ ORDER  -  THIRD
 MZ2538
 MZ2538.The horizontal coordinates were established by classical geodetic methods
 MZ2538.and adjusted by the National Geodetic Survey in January 1999..
 MZ2538
 MZ2538
 MZ2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2538
 MZ2538.The geoid height was determined by GEOID03.
 MZ2538
 MZ2538;                    North         East     Units Scale Factor Converg.
 MZ2538;SPC NY E     -   418,811.593   210,442.917   MT  0.99994493   +0 29 55.1
 MZ2538;SPC NY E     - 1,374,051.03    690,428.14   sFT  0.99994493   +0 29 55.1
 MZ2538;UTM  18      - 4,717,445.745   601,441.035   MT  0.99972660   +0 50 13.7
 MZ2538
 MZ2538                          SUPERSEDED SURVEY CONTROL
 MZ2538
 MZ2538  NAD 83(1996)-  42 36 09.97630(N)    073 45 48.22903(W) AD(       ) 4
 MZ2538  NAD 83(1996)-  42 36 09.97652(N)    073 45 48.22901(W) AD(       ) 4
 MZ2538  NAD 83(1992)-  42 36 09.97675(N)    073 45 48.22870(W) AD(       ) 4
 MZ2538  NAD 83(1992)-  42 36 09.97699(N)    073 45 48.22866(W) AD(       ) 4
 MZ2538  NAD 83(1986)-  42 36 09.97723(N)    073 45 48.22797(W) AD(       ) 4
 MZ2538  NAD 27      -  42 36 09.69400(N)    073 45 49.79600(W) AD(       ) 3
 MZ2538
 MZ2538.Superseded values are not recommended for survey control.
 MZ2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2538.See file dsdata.txt to determine how the superseded data were derived.
 MZ2538
 MZ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0144117446(NAD 83)
 MZ2538
 MZ2538  HISTORY     - Date     Condition        Report By
 MZ2538  HISTORY     - 1934     MONUMENTED       CGS
 MZ2538  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2538
 MZ2538                          STATION DESCRIPTION
 MZ2538
 MZ2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2538'ON W SIDE OF RIVER, 2-1/2 MILES S OF DUNN BRIDGE, ALBANY, 1/4
 MZ2538'MILE N OF S END OF BEACON ISLAND.
 MZ2538'
 MZ2538'WHITE FLASHING LIGHT, BLACK, PYRAMIDAL, SKELETON TOWER, WHITE
 MZ2538'TANK HOUSE WITH BLACK SQUARE BASE.
 MZ2538
 MZ2538                          STATION RECOVERY (1935)
 MZ2538
 MZ2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2538'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2518 ***********************************************************************
 MZ2518  DESIGNATION -  BEAN DOCK
 MZ2518  PID         -  MZ2518
 MZ2518  STATE/COUNTY-  NY/RENSSELAER
 MZ2518  USGS QUAD   -  DELMAR (1980)
 MZ2518
 MZ2518                         *CURRENT SURVEY CONTROL
 MZ2518  ___________________________________________________________________
 MZ2518* NAD 83(1996)-  42 31 25.36706(N)    073 45 38.53080(W)     ADJUSTED  
 MZ2518* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2518  ___________________________________________________________________
 MZ2518  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 MZ2518  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2518
 MZ2518  HORZ ORDER  -  THIRD
 MZ2518
 MZ2518.The horizontal coordinates were established by classical geodetic methods
 MZ2518.and adjusted by the National Geodetic Survey in January 1999..
 MZ2518
 MZ2518.The orthometric height was scaled from a topographic map.
 MZ2518
 MZ2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2518
 MZ2518.The geoid height was determined by GEOID03.
 MZ2518
 MZ2518;                    North         East     Units Scale Factor Converg.
 MZ2518;SPC NY E     -   410,032.297   210,740.589   MT  0.99994538   +0 29 58.9
 MZ2518;SPC NY E     - 1,345,247.63    691,404.75   sFT  0.99994538   +0 29 58.9
 MZ2518;UTM  18      - 4,708,670.274   601,790.456   MT  0.99972748   +0 50 15.7
 MZ2518
 MZ2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2518!SPC NY E     -   1.00000481  x   0.99994538  =   0.99995019
 MZ2518!UTM  18      -   1.00000481  x   0.99972748  =   0.99973229
 MZ2518
 MZ2518|---------------------------------------------------------------------|
 MZ2518| PID    Reference Object                     Distance      Geod. Az  |
 MZ2518|                                                           dddmmss.s |
 MZ2518| MZ2495 BRIDGE 340                          331.309 METERS 02637     |
 MZ2518| MZ2544 CASTLETON DIKE 3                    394.046 METERS 20443     |
 MZ2518| MZ2536 YONKERS CITY                        317.995 METERS 26907     |
 MZ2518| MZ2541 SCHERMERHORN                        APPROX. 0.6 KM 3410529.3 |
 MZ2518|---------------------------------------------------------------------|
 MZ2518
 MZ2518                          SUPERSEDED SURVEY CONTROL
 MZ2518
 MZ2518  NAD 83(1996)-  42 31 25.36894(N)    073 45 38.53232(W) AD(       ) 3
 MZ2518  NAD 83(1996)-  42 31 25.36914(N)    073 45 38.53227(W) AD(       ) 3
 MZ2518  NAD 83(1992)-  42 31 25.36944(N)    073 45 38.53191(W) AD(       ) 3
 MZ2518  NAD 83(1992)-  42 31 25.36992(N)    073 45 38.53158(W) AD(       ) 3
 MZ2518  NAD 83(1986)-  42 31 25.37005(N)    073 45 38.53096(W) AD(       ) 3
 MZ2518  NAD 27      -  42 31 25.06600(N)    073 45 40.09600(W) AD(       ) 3
 MZ2518
 MZ2518.Superseded values are not recommended for survey control.
 MZ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2518.See file dsdata.txt to determine how the superseded data were derived.
 MZ2518
 MZ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0179008670(NAD 83)
 MZ2518
 MZ2518  HISTORY     - Date     Condition        Report By
 MZ2518  HISTORY     - 1932     MONUMENTED       USE
 MZ2518  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2518  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2518
 MZ2518                          STATION DESCRIPTION
 MZ2518
 MZ2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2518'ON THE E SIDE OF HUDSON RIVER ABOUT 1/4 MILE S OF CASTLETON,
 MZ2518'MARKED BY A STANDARD U.S. ENGINEERS CONCRETE MONUMENT
 MZ2518'SET WITHIN AN OLD ENGINE ROOM FOUNDATION ON FIRST DOCK S OF
 MZ2518'CASTLETON.
 MZ2518
 MZ2518                          STATION RECOVERY (1935)
 MZ2518
 MZ2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2518'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH MEASUREMENTS
 MZ2518'CORRECTED, AS PER SKETCH.  THE ADDITIONAL MEASUREMENT SHOWN
 MZ2518'HEREON WILL ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2512 ***********************************************************************
 LY2512  DESIGNATION -  BEAR
 LY2512  PID         -  LY2512
 LY2512  STATE/COUNTY-  NY/ORANGE
 LY2512  USGS QUAD   -  POPOLOPEN LAKE (1981)
 LY2512
 LY2512                         *CURRENT SURVEY CONTROL
 LY2512  ___________________________________________________________________
 LY2512* NAD 83(1996)-  41 18 46.34425(N)    074 00 21.70989(W)     ADJUSTED  
 LY2512* NAVD 88     -       396.3    (meters)    1300.     (feet)  VERTCON   
 LY2512  ___________________________________________________________________
 LY2512  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 LY2512  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LY2512
 LY2512  HORZ ORDER  -  FIRST
 LY2512
 LY2512.The horizontal coordinates were established by classical geodetic methods
 LY2512.and adjusted by the National Geodetic Survey in January 1999..
 LY2512
 LY2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2512
 LY2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2512
 LY2512.The geoid height was determined by GEOID03.
 LY2512
 LY2512;                    North         East     Units Scale Factor Converg.
 LY2512;SPC NY E     -   275,408.551   191,358.995   MT  0.99992104   +0 19 34.0
 LY2512;SPC NY E     -   903,569.55    627,816.97   sFT  0.99992104   +0 19 34.0
 LY2512;UTM  18      - 4,573,966.371   583,198.353   MT  0.99968519   +0 39 22.4
 LY2512
 LY2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2512!SPC NY E     -   0.99994277  x   0.99992104  =   0.99986382
 LY2512!UTM  18      -   0.99994277  x   0.99968519  =   0.99962798
 LY2512
 LY2512|---------------------------------------------------------------------|
 LY2512| PID    Reference Object                     Distance      Geod. Az  |
 LY2512|                                                           dddmmss.s |
 LY2512| CB2713 BEAR RM 2                            15.988 METERS 02801     |
 LY2512| LX4331 PINK                                APPROX. 8.4 KM 0415100.0 |
 LY2512| LX3870 NIMHAM                              APPROX.28.7 KM 0544738.9 |
 LY2512| LX4297 NORTH PEEKSKILL WEST STANDPIPE      APPROX. 8.9 KM 0994658.4 |
 LY2512| LX4243 PEEKSKILL THE FIELD HOME TOWER      APPROX.13.6 KM 1040357.6 |
 LY2512| LX4293 PEEKSKILL LORETTA STACK             APPROX. 8.9 KM 1064841.1 |
 LY2512| LX4292 PEEKSKILL MT FLORENCE CONVENT       APPROX. 9.1 KM 1103323.5 |
 LY2512| LY2510 BEAR MT RESET                       380.516 METERS 12648     |
 LY2512| LY2509 BEAR MTN PERKINS MEMORIAL OBS       166.643 METERS 20408     |
 LY2512| CB2714 BEAR RM 3                            16.655 METERS 23739     |
 LY2512| LY2511 BEAR MTN FOREST RANGERS TOWER         9.511 METERS 23750     |
 LY2512| CB2712 BEAR RM 1                             8.109 METERS 30020     |
 LY2512|---------------------------------------------------------------------|
 LY2512
 LY2512                          SUPERSEDED SURVEY CONTROL
 LY2512
 LY2512  NAD 83(1986)-  41 18 46.34493(N)    074 00 21.71279(W) AD(       ) 1
 LY2512  NAD 27      -  41 18 46.01097(N)    074 00 23.20437(W) AD(       ) 1
 LY2512  NGVD 29 (07/19/86)  396.6    (m)         1301.     (f) VERT ANG       
 LY2512
 LY2512.Superseded values are not recommended for survey control.
 LY2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2512.See file dsdata.txt to determine how the superseded data were derived.
 LY2512
 LY2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8319873966(NAD 83)
 LY2512_MARKER: Z = SEE DESCRIPTION
 LY2512_SETTING: 66 = SET IN ROCK OUTCROP
 LY2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2512+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LY2512
 LY2512  HISTORY     - Date     Condition        Report By
 LY2512  HISTORY     - 1932     MONUMENTED       CGS
 LY2512  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LY2512  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LY2512  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LY2512  HISTORY     - 1973     GOOD             NGS
 LY2512  HISTORY     - 1975     GOOD             NGS
 LY2512  HISTORY     - 1975     GOOD             NGS
 LY2512  HISTORY     - 1986     GOOD
 LY2512  HISTORY     - 19940612 POOR             USPSQD
 LY2512  HISTORY     - 20050711 POOR             USPSQD
 LY2512
 LY2512                          STATION DESCRIPTION
 LY2512
 LY2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LY2512'STATION IS ON A VERY LARGE OUTCROPPING ROCK ON HIGHEST PART OF BEAR
 LY2512'MT. AND JUST S OF FOREST RANGERS TOWER WHICH IS ON SAME LARGE
 LY2512'ROCK.  STATION IS MARKED BY A STANDARD DISK CEMENTED IN A DRILL
 LY2512'HOLE IN ROCK.
 LY2512'
 LY2512'REFERENCE MARKS NOS. 1 AND 2 ARE AT A CONSIDERABLE DIFFERENT
 LY2512'ELEVATION TO STATION MARK, DISTANCES TO STATION ALONG FACE OF
 LY2512'ROCK AS WELL AS HORIZONTAL DISTANCES ARE GIVEN.
 LY2512'
 LY2512'HEIGHT OF SIGNAL ABOVE STATION MARK - 10 METERS.
 LY2512
 LY2512                          STATION RECOVERY (1938)
 LY2512
 LY2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LY2512'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS ON HIGHEST
 LY2512'PART OF BEAR MT. AND ABOUT 200 YARDS N BY E OF FIRE TOWER AND
 LY2512'WEATHER OBSERVATORY, IN CENTER OF A HIGH ROCKY KNOLL.  MARK IS
 LY2512'A STANDARD BRONZE DISK SET IN BEDROCK AND IS STAMPED BEAR 1932.
 LY2512'
 LY2512'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN BEDROCK
 LY2512'N OF STATION AND IS STAMPED BEAR NO.1 1932.  REFERENCE MARK
 LY2512'NO.2 IS A STANDARD BRONZE DISK SET IN BEDROCK W OF STATION AND
 LY2512'STAMPED BEAR NO.2 1932.
 LY2512'
 LY2512'TO REACH GO W FROM TRAFFIC CIRCLE AT W END OF BEAR MOUNTAIN
 LY2512'BRIDGE ON ONLY MACADAM ROAD LEADING WESTWARD 1.2 MILES TO PERKINS
 LY2512'MEMORIAL DRIVE.  HERE TURN L ON DRIVE AND GO 1.5 MILES TO TOP OF
 LY2512'MOUNTAIN.  STATION IS ON R ON LARGE ROCK AT ENTRANCE TO PARKING
 LY2512'LOT.
 LY2512
 LY2512                          STATION RECOVERY (1965)
 LY2512
 LY2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 LY2512'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LY2512'PREVIOUSLY DESCRIBED WITH THE FOLLOWING LISTED EXCEPTIONS--
 LY2512'
 LY2512'1.  THE FIRE TOWER HAS BEEN REMOVED BUT ANCHOR BOLTS AND FOOTINGS
 LY2512'REMAIN.
 LY2512'
 LY2512'2.  THE STATION IS ABOUT 0.1 MILE NORTH-NORTHEAST OF THE
 LY2512'PERKINS MEMORIAL TOWER.
 LY2512'
 LY2512'3.  REFERENCE MARK NO. 1 IS STAMPED BEAR 1 1932
 LY2512
 LY2512                          STATION RECOVERY (1965)
 LY2512
 LY2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFR)
 LY2512'THE STATION WAS RECOVERED IN MAY 1965 TO VERIFY THE STAMPING OF
 LY2512'THE DISKS.
 LY2512'
 LY2512'THE STATION MARK DISK IS STAMPED BEAR 1932.
 LY2512'
 LY2512'THE DISK AT REFERENCE MARK NO. 1 IS STAMPED BEAR 1 1932
 LY2512'
 LY2512'THE DISK AT REFERENCE MARK NO. 2 IS STAMPED BEAR NO 2 1932
 LY2512
 LY2512                          STATION RECOVERY (1973)
 LY2512
 LY2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LY2512'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LY2512'GOOD CONDITION, ON REFERENCE MARK 1, ONLY THE SHANK AND THE CENTER
 LY2512'PART OF THE DISK WITH THE CROSS WAS STILL INTACT AND RECOVERED.
 LY2512'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 CHECKED
 LY2512'ADEQUATELY.  A DIFFERENCE WAS NOTED ON THE HORIZONAL DIRECTION
 LY2512'AND DISTANCE TO REFERENCE MARKS 1 AND 2.  NO SUITABLE PLACE WAS
 LY2512'FOUND TO SET AN AZIMUTH MARK AND REFERENCE MARK 3 WAS ESTABLISHED
 LY2512'AT THIS TIME.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LY2512'
 LY2512'THE STATION IS LOCATED ON THE HIGHEST PART OF BEAR MOUNTAIN AND IS
 LY2512'ABOUT 200 YARDS NORTHEAST OF THE OBSERVATORY.  IT IS APPROXIMATELY
 LY2512'5.0 MILES NORTHWEST OF PEEKSKILL AND IS ON PROPERTY OWNED BY THE
 LY2512'PALISADES INTERSTATE PARKWAY COMMISSION.  MR. NASH CASTRO, GENERAL
 LY2512'MANAGER ADMINISTRATION BUILDING BEAR MOUNTAIN, NEW YORK 19011,
 LY2512'PHONE NUMBER 914-786-2701.
 LY2512'
 LY2512'THE REACH THE STATION FROM THE WEST SIDE OF THE TRAFFIC CIRCLE, WHICH
 LY2512'IS 0.15 MILES WEST OF THE TOLL BOOTH AT THE WEST END OF THE BEAR
 LY2512'MOUNTAIN BRIDGE NORTHWEST OF PEEKSKILL.  GO WEST AND SOUTHWEST ON
 LY2512'U.S. HIGHWAY 6 AND THE PALISADES INTERSTATE PARKWAY FOR 2.25 MILES
 LY2512'TO AN OVERHEAD BRIDGE AND JUNCTION WITH PERKINS DRIVE, PASS UNDER
 LY2512'BRIDGE AND TURN RIGHT ON PERKINS DRIVE.  FROM TOP OF BRIDGE GO
 LY2512'SOUTHEAST ON PERKINS DRIVE FOR 1.1 MILES TO A REVERSE-Y AND
 LY2512'SIGN PERKINS MEMORIAL DRIVE, TURN SHARP LEFT PASSING THROUGH
 LY2512'LOCKED GATE AND GO NORTH AND EAST ON PERKINS MEMORIAL DRIVE FOR
 LY2512'2.0 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT FOR
 LY2512'APPROXIMATELY 150 FEET TO THE STATION ON THE RIGHT ON TOP OF A
 LY2512'LARGE BOULDER.
 LY2512'
 LY2512'THE STATION MARK, A STANDARD DISK STAMPED BEAR 1932, IS CEMENTED IN
 LY2512'A DRILL HOLE IN OUTCROPPING OF BEDROCK.  IT IS 82.0 FEET EAST OF THE
 LY2512'APPROXIMATE CENTER OF THE PARK ROAD, 62.0 FEET NORTH OF THE
 LY2512'APPROXIMATE CENTER OF A PARK ROAD AND 38.2 FEET EAST OF THE NORTH
 LY2512'ONE OF 2 CONCRETE FOUNDATIONS WHICH ARE THE OLD FOREST RANGER
 LY2512'LOOKOUT TOWER FOUNDATIONS.
 LY2512'
 LY2512'REFERENCE MARK 1, THE SHANK OF A STANDARD DISK WITH NO STAMPING
 LY2512'EXCEPT FOR THE CROSS IN THE CENTER, IS CEMENTED IN A DRILL HOLE IN
 LY2512'OUTCROPPING OF BEDROCK.  IT IS 45.0 FEET SOUTHEAST OF PARK ROAD AND
 LY2512'30.0 FEET EAST-NORTHEAST OF THE NORTH ONE OF 2 CONCRETE
 LY2512'FOUNDATIONS.
 LY2512'
 LY2512'REFERENCE MARK 2, A STANDARD DISK STAMPED NO 2 1932, IS CEMENTED IN
 LY2512'A DRILL HOLE IN OUTCROPPING OF BEDROCK.  IT IS 13.0 FEET WEST OF THE
 LY2512'EAST END OF BOULDER AND 10.0 FEET NORTHWEST OF A 12-INCH OAK TREE.
 LY2512'
 LY2512'REFERENCE MARK 3, A STANDARD DISK STAMPED BEAR NO 3 1932 1973, IS
 LY2512'CEMENTED IN A DRILL HOLE IN OUTCROPPING OF BEDROCK.  IT IS 20.0 FEET
 LY2512'SOUTHWEST OF THE NORTH ONE OF 2 CONCRETE FOUNDATIONS AND 4.0 FEET
 LY2512'EAST OF THE WEST SIDE OF BOULDER.
 LY2512'
 LY2512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 LY2512'NORTHWEST OF PEEKSKILL.
 LY2512'
 LY2512'HEIGHT OF LIGHT ABOVE STATION MARK 75.2 FEET.
 LY2512
 LY2512                          STATION RECOVERY (1975)
 LY2512
 LY2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 LY2512'STATION, RM 1, 2 AND 3 ALL RECOVERED IN GOOD CONDITION AS DESCRIBED
 LY2512'C.D.M., 1938, J.C.B., 1965, QUAD 410742, NJ-NY, NEW YORK VOL IV,
 LY2512'PAGE 543 WITH THE FOLLOWING CORRECTIONS.
 LY2512'
 LY2512'1.  THE DISK AT RM NO. 1 HAS BEEN REMOVED AND ONLY SHANK WITH
 LY2512'CHISELED CROSS REMAINS.
 LY2512'
 LY2512'2.  THE DISK AT RM NO. 2 IS STAMPED NO 2 1932.
 LY2512'
 LY2512'3.  THE DISK AT RM NO. 3 IS STAMPED BEAR NO 3 1932 1973.
 LY2512'
 LY2512'4.  THE DISTANCE FROM STATION TO RM NO. 3 IS 16.60 METERS.
 LY2512
 LY2512                          STATION RECOVERY (1975)
 LY2512
 LY2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 LY2512'THE STATION MARK, REFERENCE MARK 2, AND REFERENCE MARK 3 WERE
 LY2512'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1973 DATA.
 LY2512'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED WITH ONLY THE SHANK AND
 LY2512'CENTER OF DISK INTACT.  DIRECTIONS AND DISTANCES TO REFERENCE
 LY2512'MARKS 1 AND 2 COMPARED FAVORABLY WITH THE 1973 DATA.  A DIFFERENCE
 LY2512'IN DISTANCE TO REFERENCE MARK 3 OF 0.018 METER WAS NOTED.  A
 LY2512'DIFFERENCE IN DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 OF
 LY2512'0.018 METER WAS NOTED.  THE 1973 RECOVERY NOTE IS ADEQUATE FOR
 LY2512'STATION RECOVERY.
 LY2512'
 LY2512'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION
 LY2512'51094.
 LY2512'
 LY2512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 LY2512'OF PEEKSKILL.
 LY2512
 LY2512                          STATION RECOVERY (1986)
 LY2512
 LY2512'RECOVERED 1986
 LY2512'RECOVERED IN GOOD CONDITION.
 LY2512
 LY2512                          STATION RECOVERY (1994)
 LY2512
 LY2512'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2512'MARK RECOVERED IN POOR CONDITION.
 LY2512
 LY2512                          STATION RECOVERY (2005)
 LY2512
 LY2512'RECOVERY NOTE BY US POWER SQUADRON 2005 (TOC)
 LY2512'STATION WAS RECOVERED WITH SOME SLIGHT DAMAGE TO THE LETTERS A AND R
 LY2512'OF THE STATION NAME BEAR ON THE DISK.
 LY2512' 
 LY2512'RM NO. 1 RECOVERED IN POOR CONDITION, DISK HAS BEEN REMOVED AND ONLY
 LY2512' 
 LY2512'SHANK WITH CHISELED CROSS REMAINS.
 LY2512' 
 LY2512'RM NO. 2 RECOVERED IN GOOD CONDITION
 LY2512' 
 LY2512'RM NO. 3 RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1035 ***********************************************************************
 NC1035  DESIGNATION -  BEAR
 NC1035  PID         -  NC1035
 NC1035  STATE/COUNTY-  NY/CATTARAUGUS
 NC1035  USGS QUAD   -  RED HOUSE (1980)
 NC1035
 NC1035                         *CURRENT SURVEY CONTROL
 NC1035  ___________________________________________________________________
 NC1035* NAD 83(1996)-  42 03 51.88913(N)    078 49 39.79815(W)     ADJUSTED  
 NC1035* NAVD 88     -       701.5    (meters)    2302.     (feet)  VERTCON   
 NC1035  ___________________________________________________________________
 NC1035  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NC1035  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NC1035
 NC1035  HORZ ORDER  -  FIRST
 NC1035
 NC1035.The horizontal coordinates were established by classical geodetic methods
 NC1035.and adjusted by the National Geodetic Survey in January 1999..
 NC1035
 NC1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1035
 NC1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1035
 NC1035.The geoid height was determined by GEOID03.
 NC1035
 NC1035;                    North         East     Units Scale Factor Converg.
 NC1035;SPC NY W     -   229,277.096   329,773.928   MT  0.99994253   -0 09 49.4
 NC1035;SPC NY W     -   752,219.94  1,081,933.30   sFT  0.99994253   -0 09 49.4
 NC1035;SPC PA N     -   211,314.832   510,800.509   MT  1.00002057   -0 42 46.6
 NC1035;SPC PA N     -   693,288.74  1,675,851.34   sFT  1.00002057   -0 42 46.6
 NC1035;UTM  17      - 4,659,211.197   679,725.857   MT  0.99999747   +1 27 20.7
 NC1035
 NC1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1035!SPC NY W     -   0.99989511  x   0.99994253  =   0.99983765
 NC1035!SPC PA N     -   0.99989511  x   1.00002057  =   0.99991568
 NC1035!UTM  17      -   0.99989511  x   0.99999747  =   0.99989258
 NC1035
 NC1035|---------------------------------------------------------------------|
 NC1035| PID    Reference Object                     Distance      Geod. Az  |
 NC1035|                                                           dddmmss.s |
 NC1035| DE4860 BEAR RM 1                            16.980 METERS 04326     |
 NC1035| MA2320 TIE                                 APPROX.11.4 KM 1290408.9 |
 NC1035| DE4861 BEAR RM 2                            18.970 METERS 31524     |
 NC1035|---------------------------------------------------------------------|
 NC1035
 NC1035                          SUPERSEDED SURVEY CONTROL
 NC1035
 NC1035  NAD 83(1986)-  42 03 51.89157(N)    078 49 39.79665(W) AD(       ) 1
 NC1035  NAD 27      -  42 03 51.67011(N)    078 49 40.66821(W) AD(       ) 1
 NC1035  NGVD 29 (07/19/86)  701.6    (m)         2302.     (f) VERT ANG       
 NC1035
 NC1035.Superseded values are not recommended for survey control.
 NC1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1035.See file dsdata.txt to determine how the superseded data were derived.
 NC1035
 NC1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7972659211(NAD 83)
 NC1035_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1035_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NC1035_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NC1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC1035+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 NC1035
 NC1035  HISTORY     - Date     Condition        Report By
 NC1035  HISTORY     - 1935     MONUMENTED       CGS
 NC1035  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NC1035  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NC1035  HISTORY     - 20050507 GOOD             GEOCAC
 NC1035
 NC1035                          STATION DESCRIPTION
 NC1035
 NC1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NC1035'THIS STATION IS ON A HILL IN ALLEGHANY STATE PARK IN RED HOUSE
 NC1035'TOWNSHIP, 9 MILES SOUTHEAST OF RANDOLPH.  A STANDARD DISK SET IN
 NC1035'CONCRETE 2.30 METERS NORTHEAST OF DEAD OAK TREE BLAZE, 2.25 METERS
 NC1035'WEST OF DEAD STUMP, 7.0 METERS SOUTHEAST OF DEAD TRUNK OF TREE,
 NC1035'15.5 METERS WEST OF LARGE OAK TREE BLAZE.  MARK PROJECTS 8
 NC1035'INCHES.  NOTES 6A AND 7A.
 NC1035'
 NC1035'TO REACH FROM SALAMANCA CITY HALL AT THE SOUTH END OF THE BRIDGE
 NC1035'OVER THE ALLEGHENY RIVER, GO WEST ON STATE HIGHWAYS 17 AND 18
 NC1035'FOR 1.65 MILES TO THEIR JUNCTION AT EAST END OF BRIDGE.  TURN
 NC1035'LEFT ON HIGHWAY 17 AND GO 5.0 MILES TO THE VILLAGE OF RED HOUSE
 NC1035'AND POST OFFICE AT CROSSROADS.  FROM HERE GO SOUTHWEST ON THE
 NC1035'MACADAM ROAD FOR 2.0 MILES TO ITS END AND A GRAVEL ROAD
 NC1035'CONTINUING SOUTH.  FROM HERE GO SOUTH 1.6 MILES TO A SCHOOLHOUSE
 NC1035'ON LEFT AND TWO FARMHOUSES ON THE RIGHT.  LEAVE TRUCK AT THIS
 NC1035'POINT AND PICK UP BLAZED TRAIL WEST OF FARMHOUSE.  FOLLOW OLD
 NC1035'WAGON TRAIL, BLAZED, FOR 0.5 MILE, CONTINUE IN A WESTERLY
 NC1035'DIRECTION FOR 2.0 MILES TO TOP OF HILL.
 NC1035'
 NC1035'REFERENCE MARK NO. 1 (NOTE 13A) IS 16.99 METERS (55.74 FEET)
 NC1035'NORTHEAST OF STATION AND 10.0 METERS NORTHWEST OF LARGE OAK TREE.
 NC1035'
 NC1035'REFERENCE MARK NO. 2 (NOTE 13A) IS 18.95 METERS (62.22 FEET) WEST
 NC1035'OF NORTH OF STATION AND 24.04 METERS WEST OF REFERENCE MARK NO. 1.
 NC1035'
 NC1035'AZIMUTH MARK SET 1 MILE NORTHEAST OF STATION BUT NO OBSERVATION
 NC1035'MADE AS IT WAS NOT VISIBLE FROM THE STATION.
 NC1035
 NC1035                          STATION RECOVERY (1967)
 NC1035
 NC1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 NC1035'ALL OF THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NC1035'DISTANCE TO REFERENCE MARK 1 CHECKED BUT A DIFFERENCE OF 02
 NC1035'MINUTES 48 SECONDS IN THE DIRECTION WAS OBSERVED.  A DIFFERENCE
 NC1035'OF 02 MINUTES 13 SECONDS IN DIRECTION WAS OBSERVED ON REFERENCE
 NC1035'MARK 2 AND A DIFFERENCE OF 1 CENTIMETER IN DISTANCE WAS
 NC1035'FOUND.  THE AZIMUTH MARK IS NOT VISIBLE AT THE STATION, THE SAME
 NC1035'BEING TRUE IN 1935.  THE 1935 DESCRIPTION AS TO HOW TO REACH
 NC1035'THE STATION IS NO LONGER ADEQUATE AND A NEW DESCRIPTION
 NC1035'FOLLOWS.
 NC1035'
 NC1035'THE STATION IS LOCATED ON A WOODED HILL ABOUT 12 MILES NORTHWEST
 NC1035'OF BRADFORD, PENNSYLVANIA, 8 MILES NORTHEAST OF ONOVILLE, NEW
 NC1035'YORK, 5 MILES NORTH OF THE NEW YORK-PENNSYLVANIA STATE LINE AND
 NC1035'ON PROPERTY OWNED BY THE NEW YORK STATE ALLEGANY STATE PARK.
 NC1035'
 NC1035'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING FOR THE
 NC1035'NEW YORK STATE, ALLEGANY STATE PARK, IN THE NORTHWEST PART OF
 NC1035'THE PARK, GO NORTHWEST ON A PAVED ROAD FOR 0.65 MILE TO A
 NC1035'CROSSROAD.  TURN LEFT AND GO WEST ON RED HOUSE ROAD FOR 2.3 MILES
 NC1035'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST AND SOUTH ON
 NC1035'NEW YORK STATE HIGHWAY 382 FOR 2.7 MILES TO THE AZIMUTH MARK ON
 NC1035'THE LEFT, JUST BEYOND A SIDE ROAD LEFT.  CONTINUE SOUTH ON THE
 NC1035'HIGHWAY FOR 0.2 MILE AND THE END OF THE PAVEMENT.  CONTINUE SOUTH
 NC1035'ON A GRAVEL COVERED ROAD FOR 0.6 MILE TO A DIM TRACK ROAD
 NC1035'RIGHT JUST BEFORE REACHING A SMALL BRIDGE.  TURN RIGHT AND GO
 NC1035'WEST ON THE TRACK ROAD FOR 0.2 MILE TO THE WOODS LINE AND THE
 NC1035'END OF TRUCK TRAVEL FOR A CONVENTIONAL DRIVE TRUCK.  (A
 NC1035'SMALL FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION) FROM
 NC1035'THIS POINT GO WEST UPHILL FOR ABOUT 1.5 MILES, USING MARKINGS
 NC1035'WHERE TIMBER HAS BEEN CUT FOR ACCESS TO THE STATION SITE, AND
 NC1035'THE STATION ON THE CREST OF THE HILL.
 NC1035'
 NC1035'THE STATION MARK IS A STANDARD DISK STAMPED BEAR 1935, SET IN
 NC1035'THE TOP OF 7-INCH TILE FILLED WITH CEMENT.  IT IS 30.6 FEET
 NC1035'NORTHEAST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 NC1035'NORTH SIDE, 22 FEET NORTHWEST OF A 10-INCH OAK TREE WITH A
 NC1035'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, 1.8 FEET SOUTHWEST OF A
 NC1035'METAL WITNESS POST AND THE MARK PROJECTS 6 INCHES ABOVE THE
 NC1035'GROUND.  NOTE 6A
 NC1035'
 NC1035'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAR 1935 NO 1, SET
 NC1035'IN THE TOP OF A 7-INCH TILE WHICH IS FILLED WITH CONCRETE AND
 NC1035'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTH-NORTHWEST
 NC1035'OF A 30-INCH OAK TREE, 1 FOOT WEST-NORTHWEST OF A METAL WITNESS
 NC1035'POST AND THE MARK IS ONE FOOT LOWER IN ELEVATION THAN THE
 NC1035'STATION.  NOTE 13A
 NC1035'
 NC1035'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAR 1935 NO 2, SET
 NC1035'IN THE TOP OF A 7-INCH TILE WHICH IS FILLED WITH CONCRETE AND
 NC1035'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 60.5 FEET NORTHWEST OF A
 NC1035'METAL WITNESS POST AND IT IS THE SAME ELEVATION AS THE STATION
 NC1035'MARK.  NOTE 13A
 NC1035'
 NC1035'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAR 1935, SET IN
 NC1035'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 NC1035'INCHES ABOVE THE GROUND.  IT IS 45 FEET EAST-SOUTHEAST OF THE
 NC1035'NORTHWEST CORNER OF A WOOD FRAME HOUSE, 22 FEET SOUTH OF THE
 NC1035'CENTER OF A PAVED ROAD, 20 FEET EAST OF THE CENTER OF STATE
 NC1035'HIGHWAY 382 AND AT THE BASE OF RURAL MAIL BOX NO. 198 WHICH HAS
 NC1035'LETTERED ON THE SIDE (THE NUTTALLS).  NOTE 16A
 NC1035'
 NC1035'HEIGHT OF LIGHT ABOVE STATION MARK 25.6 METERS.
 NC1035'
 NC1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1035'8 MILES NORTHEAST OF ONOVILLE, N.Y.
 NC1035
 NC1035                          STATION RECOVERY (1974)
 NC1035
 NC1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NC1035'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NC1035'CONDITION.  AZIMUTH MARK WAS NOT RECOVERED.  DISTANCE AND ANGLES
 NC1035'TO THE REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 NC1035'BLOCKED IN ALL DIRECTIONS BY DENSE TIMBER.
 NC1035'
 NC1035'STATION IS LOCATED ON A HILL OF ABOUT 2300 FEET ELEVATION, THE
 NC1035'HIGHEST POINT IN ALLEGANY STATE PARK.  STATION MARK IS A STANDARD
 NC1035'DISK STAMPED BEAR 1935, SET IN THE TOP OF A 7-INCH TILE FILLED
 NC1035'WITH CONCRETE AND PROJECTING 7 INCHES FROM GROUND.  IT IS 1.8
 NC1035'FEET SOUTHWEST OF A METAL WITNESS POST.
 NC1035'
 NC1035'RM NO. 1 IS A STANDARD DISK STAMPED BEAR NO 1 1935, SET IN THE
 NC1035'TOP OF A 7-INCH TILE FILLED WITH CONCRETE AND PROJECTING 7 INCHES
 NC1035'FROM GROUND.  IT IS 1 FOOT WEST-NORTHWEST OF A METAL WITNESS
 NC1035'POST.
 NC1035'
 NC1035'RM NO. 2 IS A STANDARD DISK STAMPED BEAR NO 2 1935, SET IN THE
 NC1035'TOP OF A 7-INCH TILE FILLED WITH CONCRETE AND PROJECTING 6 INCHES
 NC1035'FROM GROUND.
 NC1035'
 NC1035'TO REACH STATION FROM THE JUNCTION OF NY RTES 17 AND 382, ABOUT
 NC1035'5-1/2 MILES EAST OF STEAMBURG, GO SOUTH ON BAY STATE ROAD FOR 2.8
 NC1035'MILES TO BRIDGE OVER BAY STATE BROOK, AND END OF TRUCK TRAVEL.
 NC1035'PACK SOUTHWEST ABOUT 3/4-MILE UPHILL TO CREST OF A NORTH-SOUTH
 NC1035'RIDGE AT 2100 FEET ELEVATION.  CONTINUE, ALONG THE RIDGE LINE
 NC1035'SOUTH AND THEN SOUTHWEST, FOR ABOUT 3/4-MILE TO STATION ON
 NC1035'HIGHEST POINT.
 NC1035'
 NC1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1035'5 MILES SOUTHEAST OF STEAMBURG.
 NC1035
 NC1035                          STATION RECOVERY (2005)
 NC1035
 NC1035'RECOVERY NOTE BY GEOCACHING 2005 (MJH)
 NC1035'THERE IS NO VIEW FROM THE MARK.  IT IS FULLY ENCLOSED IN HEAVY TIMBER.
 NC1035' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1534 ***********************************************************************
 OD1534  DESIGNATION -  BEAR
 OD1534  PID         -  OD1534
 OD1534  STATE/COUNTY-  NY/SARATOGA
 OD1534  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1534
 OD1534                         *CURRENT SURVEY CONTROL
 OD1534  ___________________________________________________________________
 OD1534* NAD 83(1996)-  43 01 58.90913(N)    073 40 02.93827(W)     ADJUSTED  
 OD1534* NAVD 88     -       188.9    (meters)     620.     (feet)  VERTCON   
 OD1534  ___________________________________________________________________
 OD1534  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 OD1534  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OD1534
 OD1534  HORZ ORDER  -  FIRST
 OD1534
 OD1534.The horizontal coordinates were established by classical geodetic methods
 OD1534.and adjusted by the National Geodetic Survey in January 1999..
 OD1534
 OD1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1534
 OD1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1534
 OD1534.The geoid height was determined by GEOID03.
 OD1534
 OD1534;                    North         East     Units Scale Factor Converg.
 OD1534;SPC NY E     -   466,677.373   217,841.264   MT  0.99995660   +0 34 05.3
 OD1534;SPC NY E     - 1,531,090.68    714,700.88   sFT  0.99995660   +0 34 05.3
 OD1534;UTM  18      - 4,765,344.271   608,553.769   MT  0.99974496   +0 54 33.9
 OD1534
 OD1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1534!SPC NY E     -   0.99997520  x   0.99995660  =   0.99993180
 OD1534!UTM  18      -   0.99997520  x   0.99974496  =   0.99972017
 OD1534
 OD1534:                Primary Azimuth Mark                     Grid Az
 OD1534:SPC NY E     -  MEASE                                    014 15 43.8
 OD1534:UTM  18      -  MEASE                                    013 55 15.2
 OD1534
 OD1534|---------------------------------------------------------------------|
 OD1534| PID    Reference Object                     Distance      Geod. Az  |
 OD1534|                                                           dddmmss.s |
 OD1534| OD1527 MEASE                               APPROX. 4.2 KM 0144949.1 |
 OD1534| DA2983 BEAR RM 1                             9.122 METERS 04211     |
 OD1534| DA2984 BEAR RM 2                            10.621 METERS 18910     |
 OD1534|---------------------------------------------------------------------|
 OD1534
 OD1534                          SUPERSEDED SURVEY CONTROL
 OD1534
 OD1534  NAD 83(1996)-  43 01 58.91142(N)    073 40 02.93912(W) AD(       ) 1
 OD1534  NAD 83(1996)-  43 01 58.91170(N)    073 40 02.93924(W) AD(       ) 1
 OD1534  NAD 83(1992)-  43 01 58.91236(N)    073 40 02.93898(W) AD(       ) 1
 OD1534  NAD 83(1992)-  43 01 58.91256(N)    073 40 02.93908(W) AD(       ) 1
 OD1534  NAD 83(1986)-  43 01 58.91346(N)    073 40 02.93833(W) AD(       ) 1
 OD1534  NAD 27      -  43 01 58.64313(N)    073 40 04.51771(W) AD(       ) 1
 OD1534  NGVD 29 (07/19/86)  189.1    (m)          620.     (f) VERT ANG       
 OD1534
 OD1534.Superseded values are not recommended for survey control.
 OD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1534.See file dsdata.txt to determine how the superseded data were derived.
 OD1534
 OD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0855465344(NAD 83)
 OD1534_MARKER: DS = TRIANGULATION STATION DISK
 OD1534_SETTING: 66 = SET IN ROCK OUTCROP
 OD1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1534+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 OD1534
 OD1534  HISTORY     - Date     Condition        Report By
 OD1534  HISTORY     - 1973     MONUMENTED       NGS
 OD1534  HISTORY     - 20020809 GOOD             USPSQD
 OD1534
 OD1534                          STATION DESCRIPTION
 OD1534
 OD1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OD1534'THE STATION IS ABOUT 4 MILES SOUTH AND 3 MILES WEST OF THE
 OD1534'VILLAGE OF VICTORY, 6 MILES EAST AND 4 MILES SOUTH OF THE CITY
 OD1534'OF SARATOGA SPRINGS, IN SARATOGA TOWNSHIP, AND ON TOP OF A HILL
 OD1534'LOCALLY KNOWN AS BEAR HILL AND ON PROPERTY OWNED BY JOHN AND STEVE
 OD1534'KOVAL, 79 HENRY STREET, SARATOGA SPRINGS.
 OD1534'
 OD1534'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA SPRINGS,
 OD1534'GO EAST ON STATE HIGHWAY 29 FOR 4.2 MILES TO A CROSSROAD.  TURN
 OD1534'RIGHT AND GO SOUTH ON COUNTY ROAD 67 FOR 1.0 MILE TO A BRIDGE,
 OD1534'CONTINUE SOUTHERLY FOR 2.15 MILE TO A FORK, BEAR RIGHT FOR 0.05
 OD1534'MILE TO A CROSSROAD.  CONTINUE SOUTH AND SOUTHEASTERLY ON
 OD1534'CALDWELL ROAD FOR 0.9 MILE TO A CROSSROAD.  CONTINUE
 OD1534'SOUTHEASTERLY AND EAST ON SWEET ROAD, GRAVELLED, FOR 0.7 MILE
 OD1534'TO WHERE THE ROAD TURNS RIGHT AND A WIRE GATE ON THE LEFT.
 OD1534'TURN LEFT AND GO NORTHEASTERLY ACROSS A PASTURE FOR 0.15
 OD1534'MILE TO AN OPENING THROUGH A ROCK FENCE, BEAR RIGHT AND GO
 OD1534'EASTERLY ACROSS THE PASTURE FOR 0.05 MILE TO A WIRE GATE AND A
 OD1534'WOODS ROAD.  CONTINUE EASTERLY TO THE TOP OF THE HILL AND THE
 OD1534'STATION.
 OD1534'
 OD1534'STATION MARK IS A STANDARD DISK, STAMPED BEAR 1973, CEMENTED
 OD1534'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 OD1534'GROUND.  IT IS 29.0 FEET SOUTH OF A 20 INCH, TRIANGLE BLAZED,
 OD1534'OAK TREE.
 OD1534'
 OD1534'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1973,
 OD1534'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS
 OD1534'6 INCHES ABOVE BEDROCK.  IT IS 28.0 FEET EAST OF THE BLAZED TREE
 OD1534'AND IS ABOUT 5 FEET HIGHER THAN THE STATION.
 OD1534'
 OD1534'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1973,
 OD1534'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2
 OD1534'FEET ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 OD1534'STATION.
 OD1534'
 OD1534'THERE WAS NO SUITABLE LOCATION FOR REFERENCE MARK 3.
 OD1534'
 OD1534'HEIGHT OF LIGHT ABOVE STATION MARK 31.0 METERS.
 OD1534
 OD1534                          STATION RECOVERY (2002)
 OD1534
 OD1534'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1534'RM 1 AND RM 2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0276 ***********************************************************************
 PJ0276  DESIGNATION -  BEAR HILL USLS
 PJ0276  PID         -  PJ0276
 PJ0276  STATE/COUNTY-  NY/JEFFERSON
 PJ0276  USGS QUAD   -  CLAYTON (1980)
 PJ0276
 PJ0276                         *CURRENT SURVEY CONTROL
 PJ0276  ___________________________________________________________________
 PJ0276* NAD 83(1996)-  44 14 02.00236(N)    076 06 39.29869(W)     ADJUSTED  
 PJ0276* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 PJ0276  ___________________________________________________________________
 PJ0276  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 PJ0276  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 PJ0276
 PJ0276  HORZ ORDER  -  SECOND
 PJ0276
 PJ0276.The horizontal coordinates were established by classical geodetic methods
 PJ0276.and adjusted by the National Geodetic Survey in January 1999..
 PJ0276
 PJ0276.The orthometric height was scaled from a topographic map.
 PJ0276
 PJ0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0276
 PJ0276.The geoid height was determined by GEOID03.
 PJ0276
 PJ0276;                    North         East     Units Scale Factor Converg.
 PJ0276;SPC NY C     -   470,361.008   287,739.258   MT  0.99995501   +0 19 46.4
 PJ0276;SPC NY C     - 1,543,176.07    944,024.55   sFT  0.99995501   +0 19 46.4
 PJ0276;UTM  18      - 4,898,450.982   411,283.749   MT  0.99969679   -0 46 30.0
 PJ0276
 PJ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0276!SPC NY C     -   0.99998838  x   0.99995501  =   0.99994339
 PJ0276!UTM  18      -   0.99998838  x   0.99969679  =   0.99968517
 PJ0276
 PJ0276:                Primary Azimuth Mark                     Grid Az
 PJ0276:SPC NY C     -  GRINDSTONE USLS 1873                     320 58 15.7
 PJ0276:UTM  18      -  GRINDSTONE USLS 1873                     322 04 32.1
 PJ0276
 PJ0276|---------------------------------------------------------------------|
 PJ0276| PID    Reference Object                     Distance      Geod. Az  |
 PJ0276|                                                           dddmmss.s |
 PJ0276| PJ0254 GRINDSTONE USLS 1873                APPROX. 4.8 KM 3211802.1 |
 PJ0276|---------------------------------------------------------------------|
 PJ0276
 PJ0276                          SUPERSEDED SURVEY CONTROL
 PJ0276
 PJ0276  NAD 83(1986)-  44 14 02.00518(N)    076 06 39.30098(W) AD(       ) 2
 PJ0276  NAD 27      -  44 14 01.83300(N)    076 06 40.51500(W) AD(       ) 2
 PJ0276
 PJ0276.Superseded values are not recommended for survey control.
 PJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0276.See file dsdata.txt to determine how the superseded data were derived.
 PJ0276
 PJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1128498451(NAD 83)
 PJ0276
 PJ0276  HISTORY     - Date     Condition        Report By
 PJ0276  HISTORY     - UNK      MONUMENTED
 PJ0276  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PJ0276  HISTORY     - 19990727 MARK NOT FOUND   USPSQD
 PJ0276
 PJ0276                          STATION DESCRIPTION
 PJ0276
 PJ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PJ0276'STATION COULD NOT BE FOUND.
 PJ0276
 PJ0276                          STATION RECOVERY (1999)
 PJ0276
 PJ0276'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2486 ***********************************************************************
 MZ2486  DESIGNATION -  BEAR ID
 MZ2486  PID         -  MZ2486
 MZ2486  STATE/COUNTY-  NY/ALBANY
 MZ2486  USGS QUAD   -  DELMAR (1980)
 MZ2486
 MZ2486                         *CURRENT SURVEY CONTROL
 MZ2486  ___________________________________________________________________
 MZ2486* NAD 83(1996)-  42 33 52.68235(N)    073 45 15.56157(W)     ADJUSTED  
 MZ2486* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2486  ___________________________________________________________________
 MZ2486  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MZ2486  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 MZ2486
 MZ2486  HORZ ORDER  -  THIRD
 MZ2486
 MZ2486.The horizontal coordinates were established by classical geodetic methods
 MZ2486.and adjusted by the National Geodetic Survey in January 1999..
 MZ2486
 MZ2486.The orthometric height was scaled from a topographic map.
 MZ2486
 MZ2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2486
 MZ2486.The geoid height was determined by GEOID03.
 MZ2486
 MZ2486;                    North         East     Units Scale Factor Converg.
 MZ2486;SPC NY E     -   414,582.121   211,224.801   MT  0.99994610   +0 30 15.9
 MZ2486;SPC NY E     - 1,360,174.84    692,993.37   sFT  0.99994610   +0 30 15.9
 MZ2486;UTM  18      - 4,713,221.885   602,247.708   MT  0.99972862   +0 50 33.6
 MZ2486
 MZ2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2486!SPC NY E     -   1.00000481  x   0.99994610  =   0.99995091
 MZ2486!UTM  18      -   1.00000481  x   0.99972862  =   0.99973343
 MZ2486
 MZ2486:                Primary Azimuth Mark                     Grid Az
 MZ2486:SPC NY E     -  DETTINGER WEST                           000 25 34.7
 MZ2486:UTM  18      -  DETTINGER WEST                           000 05 17.0
 MZ2486
 MZ2486|---------------------------------------------------------------------|
 MZ2486| PID    Reference Object                     Distance      Geod. Az  |
 MZ2486|                                                           dddmmss.s |
 MZ2486| MZ2488 DETTINGER WEST                      APPROX. 1.4 KM 0005550.6 |
 MZ2486| MZ2487 TILLY                                19.282 METERS 00234     |
 MZ2486| DA2986 BEAR ID RM 2                         14.429 METERS 00651     |
 MZ2486| MZ2554 VAN WIES POINT DIKE LIGHT           APPROX. 1.5 KM 0104152.2 |
 MZ2486| MZ2479 STAATS POINT LIGHT                  APPROX. 0.8 KM 0202353.4 |
 MZ2486| MZ2477 STAATS DIKE 4A                      329.463 METERS 11905     |
 MZ2486| MZ2504 BEAR ISLAND LIGHT                   APPROX. 0.8 KM 1894841.2 |
 MZ2486| DA2985 BEAR ID RM 1                          7.717 METERS 19414     |
 MZ2486|---------------------------------------------------------------------|
 MZ2486
 MZ2486                          SUPERSEDED SURVEY CONTROL
 MZ2486
 MZ2486  NAD 83(1996)-  42 33 52.68453(N)    073 45 15.56296(W) AD(       ) 3
 MZ2486  NAD 83(1996)-  42 33 52.68475(N)    073 45 15.56292(W) AD(       ) 3
 MZ2486  NAD 83(1992)-  42 33 52.68500(N)    073 45 15.56259(W) AD(       ) 3
 MZ2486  NAD 83(1992)-  42 33 52.68534(N)    073 45 15.56245(W) AD(       ) 3
 MZ2486  NAD 83(1986)-  42 33 52.68555(N)    073 45 15.56178(W) AD(       ) 3
 MZ2486  NAD 27      -  42 33 52.39100(N)    073 45 17.12800(W) AD(       ) 3
 MZ2486
 MZ2486.Superseded values are not recommended for survey control.
 MZ2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2486.See file dsdata.txt to determine how the superseded data were derived.
 MZ2486
 MZ2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0224813222(NAD 83)
 MZ2486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2486
 MZ2486  HISTORY     - Date     Condition        Report By
 MZ2486  HISTORY     - 1934     MONUMENTED       CGS
 MZ2486  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2486  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MZ2486
 MZ2486                          STATION DESCRIPTION
 MZ2486
 MZ2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2486'ON W SIDE OF HUDSON RIVER APPROXIMATELY 0.6 MILE N OF PARDA HOOK
 MZ2486'ON BEAR ISLAND.  STATION IS 3 METERS W OF EDGE OF BULKHEAD AND 15
 MZ2486'METERS N OF CENTER LINE OF ROAD LEADING DOWN TO RIVER.  STATION
 MZ2486'CAN BE REACHED BY TURNING E OFF HIGHWAY 9W ON PRIVATE ROAD OF
 MZ2486'C.A. GIBSON AND FOLLOWING THIS ROAD DOWN TO THE RIVER.
 MZ2486'
 MZ2486'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2486'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2486'
 MZ2486'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 MZ2486
 MZ2486                          STATION RECOVERY (1935)
 MZ2486
 MZ2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2486'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING
 MZ2486'SUPPLEMENT.  THE SECOND SENTENCE OF THE DESCRIPTION IS IN ERROR AND
 MZ2486'SHOULD BE DISREGARDED.  THE SKETCH SHOWN HEREWITH GIVES THE
 MZ2486'CORRECTED DISTANCES AND ALSO ADDITIONAL DISTANCES TO AID IN FUTURE
 MZ2486'RECOVERY AND ASSIST IN LOCATING STATION ON THE AERIAL
 MZ2486'PHOTOGRAPHS.
 MZ2486
 MZ2486                          STATION RECOVERY (1974)
 MZ2486
 MZ2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 MZ2486'NONE OF THE MARKS WERE FOUND.  THERE HAS BEEN EXTENSIVE EROSION
 MZ2486'HERE AND ALL ARE BELIEVED TO BE DESTROYED.
 MZ2486'
 MZ2486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2486'2 MILES NORTH OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2504 ***********************************************************************
 MZ2504  DESIGNATION -  BEAR ISLAND LIGHT
 MZ2504  PID         -  MZ2504
 MZ2504  STATE/COUNTY-  NY/ALBANY
 MZ2504  USGS QUAD   -  DELMAR (1980)
 MZ2504
 MZ2504                         *CURRENT SURVEY CONTROL
 MZ2504  ___________________________________________________________________
 MZ2504* NAD 83(1996)-  42 33 26.74026(N)    073 45 21.62995(W)     ADJUSTED  
 MZ2504* NAVD 88     -                                                        
 MZ2504  ___________________________________________________________________
 MZ2504  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 MZ2504  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 MZ2504
 MZ2504  HORZ ORDER  -  THIRD
 MZ2504
 MZ2504.The horizontal coordinates were established by classical geodetic methods
 MZ2504.and adjusted by the National Geodetic Survey in January 1999..
 MZ2504
 MZ2504
 MZ2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2504
 MZ2504.The geoid height was determined by GEOID03.
 MZ2504
 MZ2504;                    North         East     Units Scale Factor Converg.
 MZ2504;SPC NY E     -   413,780.491   211,093.427   MT  0.99994591   +0 30 11.5
 MZ2504;SPC NY E     - 1,357,544.83    692,562.35   sFT  0.99994591   +0 30 11.5
 MZ2504;UTM  18      - 4,712,419.667   602,121.097   MT  0.99972831   +0 50 29.1
 MZ2504
 MZ2504                          SUPERSEDED SURVEY CONTROL
 MZ2504
 MZ2504  NAD 83(1996)-  42 33 26.74240(N)    073 45 21.63138(W) AD(       ) 4
 MZ2504  NAD 83(1996)-  42 33 26.74261(N)    073 45 21.63133(W) AD(       ) 4
 MZ2504  NAD 83(1992)-  42 33 26.74288(N)    073 45 21.63099(W) AD(       ) 4
 MZ2504  NAD 83(1992)-  42 33 26.74323(N)    073 45 21.63082(W) AD(       ) 4
 MZ2504  NAD 83(1986)-  42 33 26.74342(N)    073 45 21.63017(W) AD(       ) 4
 MZ2504  NAD 27      -  42 33 26.44700(N)    073 45 23.19600(W) AD(       ) 3
 MZ2504
 MZ2504.Superseded values are not recommended for survey control.
 MZ2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2504.See file dsdata.txt to determine how the superseded data were derived.
 MZ2504
 MZ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0212112420(NAD 83)
 MZ2504
 MZ2504  HISTORY     - Date     Condition        Report By
 MZ2504  HISTORY     - 1934     MONUMENTED       CGS
 MZ2504  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2504
 MZ2504                          STATION DESCRIPTION
 MZ2504
 MZ2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2504'ON W SIDE OF RIVER, S END OF DIKE BELOW ISLAND, 1-3/4 MILES
 MZ2504'ABOVE CASTLETON.
 MZ2504'
 MZ2504'GREEN FLASHING LIGHT ON BLACK PYRAMIDAL SKELETON TOWER, WHITE
 MZ2504'TANK HOUSE.
 MZ2504
 MZ2504                          STATION RECOVERY (1935)
 MZ2504
 MZ2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2504'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4308 ***********************************************************************
 LX4308  DESIGNATION -  BEAR MOUNTAIN BRIDGE TOLL HSE
 LX4308  PID         -  LX4308
 LX4308  STATE/COUNTY-  NY/ORANGE
 LX4308  USGS QUAD   -  PEEKSKILL (1981)
 LX4308
 LX4308                         *CURRENT SURVEY CONTROL
 LX4308  ___________________________________________________________________
 LX4308* NAD 83(1996)-  41 19 11.70482(N)    073 59 17.40878(W)     ADJUSTED  
 LX4308* NAVD 88     -                                                        
 LX4308  ___________________________________________________________________
 LX4308  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 LX4308  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LX4308
 LX4308  HORZ ORDER  -  THIRD
 LX4308
 LX4308.The horizontal coordinates were established by classical geodetic methods
 LX4308.and adjusted by the National Geodetic Survey in January 1999..
 LX4308
 LX4308
 LX4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4308
 LX4308.The geoid height was determined by GEOID03.
 LX4308
 LX4308;                    North         East     Units Scale Factor Converg.
 LX4308;SPC NY E     -   276,199.517   192,849.884   MT  0.99992259   +0 20 16.6
 LX4308;SPC NY E     -   906,164.58    632,708.33   sFT  0.99992259   +0 20 16.6
 LX4308;UTM  18      - 4,574,765.726   584,684.310   MT  0.99968826   +0 40 05.2
 LX4308
 LX4308                          SUPERSEDED SURVEY CONTROL
 LX4308
 LX4308  NAD 83(1986)-  41 19 11.70580(N)    073 59 17.41064(W) AD(       ) 4
 LX4308  NAD 27      -  41 19 11.36553(N)    073 59 18.91031(W) AD(       ) 3
 LX4308
 LX4308.Superseded values are not recommended for survey control.
 LX4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4308.See file dsdata.txt to determine how the superseded data were derived.
 LX4308
 LX4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8468474766(NAD 83)
 LX4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4308+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 LX4308
 LX4308  HISTORY     - Date     Condition        Report By
 LX4308  HISTORY     - 1932     MONUMENTED       CGS
 LX4308  HISTORY     - 20050731 GOOD             GEOCAC
 LX4308
 LX4308                          STATION DESCRIPTION
 LX4308
 LX4308'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4308'STATION IS THE FINIAL ON THE TOLL HOUSE OF BEAR MOUNTAIN
 LX4308'BRIDGE.  THE TOLL HOUSE IS ON THE S SIDE OF APPROACH TO BRIDGE AND
 LX4308'ON THE W SIDE OF THE RIVER.
 LX4308
 LX4308                          STATION RECOVERY (2005)
 LX4308
 LX4308'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LX4308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4325 ***********************************************************************
 LX4325  DESIGNATION -  BEAR MOUNTAIN BRIDGE LIGHT
 LX4325  PID         -  LX4325
 LX4325  STATE/COUNTY-  NY/WESTCHESTER
 LX4325  USGS QUAD   -  PEEKSKILL (1981)
 LX4325
 LX4325                         *CURRENT SURVEY CONTROL
 LX4325  ___________________________________________________________________
 LX4325* NAD 83(1996)-  41 19 11.18105(N)    073 58 49.96037(W)     ADJUSTED  
 LX4325* NAVD 88     -                                                        
 LX4325  ___________________________________________________________________
 LX4325  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 LX4325  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LX4325
 LX4325  HORZ ORDER  -  THIRD
 LX4325
 LX4325.The horizontal coordinates were established by classical geodetic methods
 LX4325.and adjusted by the National Geodetic Survey in January 1999..
 LX4325
 LX4325
 LX4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4325
 LX4325.The geoid height was determined by GEOID03.
 LX4325
 LX4325;                    North         East     Units Scale Factor Converg.
 LX4325;SPC NY E     -   276,187.153   193,488.302   MT  0.99992327   +0 20 34.7
 LX4325;SPC NY E     -   906,124.02    634,802.87   sFT  0.99992327   +0 20 34.7
 LX4325;UTM  18      - 4,574,757.043   585,322.640   MT  0.99968959   +0 40 23.3
 LX4325
 LX4325                          SUPERSEDED SURVEY CONTROL
 LX4325
 LX4325  NAD 83(1986)-  41 19 11.18191(N)    073 58 49.96111(W) AD(       ) 4
 LX4325  NAD 27      -  41 19 10.84081(N)    073 58 51.46294(W) AD(       ) 3
 LX4325
 LX4325.Superseded values are not recommended for survey control.
 LX4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4325.See file dsdata.txt to determine how the superseded data were derived.
 LX4325
 LX4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8532374757(NAD 83)
 LX4325
 LX4325  HISTORY     - Date     Condition        Report By
 LX4325  HISTORY     - 1932     MONUMENTED       CGS
 LX4325
 LX4325                          STATION DESCRIPTION
 LX4325
 LX4325'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4325'STATION BEAR MOUNTAIN LIGHT IS THE LIGHTED BEACON ON STEEL STRUCTURE
 LX4325'ON A LARGE CEMENT BASE AT THE WATERS EDGE AND UNDERNEATH BEAR
 LX4325'MOUNTAIN BRIDGE.  IT IS ON THE E SIDE OF THE RIVER.  IT WAS CUT IN
 LX4325'AS AN INTERSECTION STATION AND NO MARKS WERE SET.
 LX4325'
 LX4325'THE LIGHT HAS BEEN RENUMBERED AND RENAMED AS -- LOWER HUDSON RIVER
 LX4325'LIGHT 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4357 ***********************************************************************
 LX4357  DESIGNATION -  BEAR MT AZ 1
 LX4357  PID         -  LX4357
 LX4357  STATE/COUNTY-  NY/WESTCHESTER
 LX4357  USGS QUAD   -  PEEKSKILL (1981)
 LX4357
 LX4357                         *CURRENT SURVEY CONTROL
 LX4357  ___________________________________________________________________
 LX4357* NAD 83(1996)-  41 18 03.21611(N)    073 54 49.71572(W)     ADJUSTED  
 LX4357* NAVD 88     -        70.5    (meters)     231.     (feet)  VERTCON   
 LX4357  ___________________________________________________________________
 LX4357  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 LX4357  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX4357
 LX4357  HORZ ORDER  -  SECOND
 LX4357
 LX4357.The horizontal coordinates were established by classical geodetic methods
 LX4357.and adjusted by the National Geodetic Survey in January 1999..
 LX4357
 LX4357.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4357
 LX4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4357
 LX4357.The geoid height was determined by GEOID03.
 LX4357
 LX4357;                    North         East     Units Scale Factor Converg.
 LX4357;SPC NY E     -   274,126.225   199,089.443   MT  0.99992965   +0 23 12.8
 LX4357;SPC NY E     -   899,362.46    653,179.28   sFT  0.99992965   +0 23 12.8
 LX4357;UTM  18      - 4,572,728.888   590,934.267   MT  0.99970177   +0 43 01.0
 LX4357
 LX4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4357!SPC NY E     -   0.99999383  x   0.99992965  =   0.99992348
 LX4357!UTM  18      -   0.99999383  x   0.99970177  =   0.99969561
 LX4357
 LX4357                          SUPERSEDED SURVEY CONTROL
 LX4357
 LX4357  NAD 83(1986)-  41 18 03.21750(N)    073 54 49.71860(W) AD(       ) 2
 LX4357  NAD 27      -  41 18 02.88254(N)    073 54 51.22219(W) AD(       ) 2
 LX4357  NGVD 29 (07/19/86)   70.8    (m)          232.     (f) VERT ANG       
 LX4357
 LX4357.Superseded values are not recommended for survey control.
 LX4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4357.See file dsdata.txt to determine how the superseded data were derived.
 LX4357
 LX4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9093472729(NAD 83)
 LX4357_MARKER: DD = SURVEY DISK
 LX4357_SETTING: 0 = UNSPECIFIED SETTING
 LX4357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4357
 LX4357  HISTORY     - Date     Condition        Report By
 LX4357  HISTORY     - 1964     MONUMENTED       NY-119
 LX4357
 LX4357                          STATION DESCRIPTION
 LX4357
 LX4357'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4357'STATION BEAR MT. AZ 1 IS A DRILL HOLE IN THE CENTER OF A
 LX4357'STANDARD BRONZE DISC SET IN A CONCRETE MONUMENT ON THE EASTERLY
 LX4357'SIDE OF THE BEAR MT. EXTENSION PKWY ABOUT 0.13 MILES EAST OF
 LX4357'THE INTERSECTION OF THE BEAR MT EXTENSION PKWY. AND NORTH
 LX4357'DIVISION ST. AT THE NORTH END OF PEEKSKILL, N.Y.
 LX4357'
 LX4357'THIS DISC WAS STAMPED BEAR MT. AZ-1, 1964 IN DECEMBER 1964
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4356 ***********************************************************************
 LX4356  DESIGNATION -  BEAR MT AZ 2
 LX4356  PID         -  LX4356
 LX4356  STATE/COUNTY-  NY/WESTCHESTER
 LX4356  USGS QUAD   -  PEEKSKILL (1981)
 LX4356
 LX4356                         *CURRENT SURVEY CONTROL
 LX4356  ___________________________________________________________________
 LX4356* NAD 83(1996)-  41 17 19.87197(N)    073 54 59.07960(W)     ADJUSTED  
 LX4356* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 LX4356  ___________________________________________________________________
 LX4356  LAPLACE CORR-           9.10  (seconds)                    DEFLEC99
 LX4356  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LX4356
 LX4356  HORZ ORDER  -  THIRD
 LX4356
 LX4356.The horizontal coordinates were established by classical geodetic methods
 LX4356.and adjusted by the National Geodetic Survey in January 1999..
 LX4356.No horizontal observational check was made to the station.
 LX4356
 LX4356.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4356
 LX4356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4356
 LX4356.The geoid height was determined by GEOID03.
 LX4356
 LX4356;                    North         East     Units Scale Factor Converg.
 LX4356;SPC NY E     -   272,787.720   198,880.607   MT  0.99992940   +0 23 06.3
 LX4356;SPC NY E     -   894,971.04    652,494.12   sFT  0.99992940   +0 23 06.3
 LX4356;UTM  18      - 4,571,389.508   590,733.189   MT  0.99970132   +0 42 54.2
 LX4356
 LX4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4356!SPC NY E     -   0.99999474  x   0.99992940  =   0.99992414
 LX4356!UTM  18      -   0.99999474  x   0.99970132  =   0.99969606
 LX4356
 LX4356                          SUPERSEDED SURVEY CONTROL
 LX4356
 LX4356  NAD 83(1986)-  41 17 19.87346(N)    073 54 59.08288(W) AD(       ) 3
 LX4356  NAD 27      -  41 17 19.53652(N)    073 55 00.57517(W) AD(       ) 3
 LX4356  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 LX4356
 LX4356.Superseded values are not recommended for survey control.
 LX4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4356.See file dsdata.txt to determine how the superseded data were derived.
 LX4356
 LX4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9073371390(NAD 83)
 LX4356_MARKER: Z = SEE DESCRIPTION
 LX4356_SETTING: 0 = UNSPECIFIED SETTING
 LX4356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4356
 LX4356  HISTORY     - Date     Condition        Report By
 LX4356  HISTORY     - 1966     MONUMENTED       NY-119
 LX4356
 LX4356                          STATION DESCRIPTION
 LX4356
 LX4356'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4356'POSITION DETERMINED BY TRAVERSE FROM STATION BEAR MT 1851
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4359 ***********************************************************************
 LX4359  DESIGNATION -  BEAR MT AZ 4
 LX4359  PID         -  LX4359
 LX4359  STATE/COUNTY-  NY/WESTCHESTER
 LX4359  USGS QUAD   -  PEEKSKILL (1981)
 LX4359
 LX4359                         *CURRENT SURVEY CONTROL
 LX4359  ___________________________________________________________________
 LX4359* NAD 83(1996)-  41 19 36.18351(N)    073 53 58.93371(W)     ADJUSTED  
 LX4359* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 LX4359  ___________________________________________________________________
 LX4359  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 LX4359  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LX4359
 LX4359  HORZ ORDER  -  SECOND
 LX4359
 LX4359.The horizontal coordinates were established by classical geodetic methods
 LX4359.and adjusted by the National Geodetic Survey in January 1999..
 LX4359
 LX4359.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4359
 LX4359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4359
 LX4359.The geoid height was determined by GEOID03.
 LX4359
 LX4359;                    North         East     Units Scale Factor Converg.
 LX4359;SPC NY E     -   277,002.076   200,250.904   MT  0.99993107   +0 23 47.1
 LX4359;SPC NY E     -   908,797.64    656,989.84   sFT  0.99993107   +0 23 47.1
 LX4359;UTM  18      - 4,575,610.728   592,078.877   MT  0.99970434   +0 43 35.9
 LX4359
 LX4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4359!SPC NY E     -   0.99998642  x   0.99993107  =   0.99991750
 LX4359!UTM  18      -   0.99998642  x   0.99970434  =   0.99969077
 LX4359
 LX4359                          SUPERSEDED SURVEY CONTROL
 LX4359
 LX4359  NAD 83(1986)-  41 19 36.18528(N)    073 53 58.93738(W) AD(       ) 2
 LX4359  NAD 27      -  41 19 35.85092(N)    073 54 00.43993(W) AD(       ) 2
 LX4359  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 LX4359
 LX4359.Superseded values are not recommended for survey control.
 LX4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4359.See file dsdata.txt to determine how the superseded data were derived.
 LX4359
 LX4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9207975611(NAD 83)
 LX4359_MARKER: DD = SURVEY DISK
 LX4359_SETTING: 66 = SET IN ROCK OUTCROP
 LX4359_SP_SET: SET IN A ROCK LEDGE
 LX4359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4359+STABILITY: POSITION/ELEVATION WELL
 LX4359
 LX4359  HISTORY     - Date     Condition        Report By
 LX4359  HISTORY     - 1966     MONUMENTED       NY-119
 LX4359
 LX4359                          STATION DESCRIPTION
 LX4359
 LX4359'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4359'STATION GALLOWS ALT TRIANGULATION STATION IS THE CENTER MARK OF A
 LX4359'STANDARD BRONZE DISC SET IN LEDGE ROCK ON A HILL N.E. OF
 LX4359'TRIANGULATION STATION GALLOWS, NORTH PEEKSKILL, N.Y.
 LX4359'
 LX4359'FROM THE INTERSECTION OF GALLOWS HILL RD AND OREGON RD. (HILLSIDE
 LX4359'AVE.) GO NORTHERLY ON GALLOWS HILL RD. ABOUT 1 MILE TO
 LX4359'HILLCREST AVE.  GO EASTERLY ON HILLCREST AVE 0.1 MILES TAKE ROAD
 LX4359'RIGHT THEN GO 0.18 MILES TO STATION SITE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2510 ***********************************************************************
 LY2510  CBN         -  This is a Cooperative Base Network Control Station.
 LY2510  DESIGNATION -  BEAR MT RESET
 LY2510  PID         -  LY2510
 LY2510  STATE/COUNTY-  NY/ORANGE
 LY2510  USGS QUAD   -  POPOLOPEN LAKE (1981)
 LY2510
 LY2510                         *CURRENT SURVEY CONTROL
 LY2510  ___________________________________________________________________
 LY2510* NAD 83(1996)-  41 18 38.95618(N)    074 00 08.61024(W)     ADJUSTED  
 LY2510* NAVD 88     -       369.4    (meters)    1212.     (feet)  GPS OBS   
 LY2510  ___________________________________________________________________
 LY2510  X           -   1,322,350.750 (meters)                     COMP
 LY2510  Y           -  -4,612,311.751 (meters)                     COMP
 LY2510  Z           -   4,188,636.413 (meters)                     COMP
 LY2510  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LY2510  ELLIP HEIGHT-         337.91  (meters)          (12/03/02) GPS OBS
 LY2510  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LY2510
 LY2510  HORZ ORDER  -  B
 LY2510  ELLP ORDER  -  THIRD     CLASS I
 LY2510
 LY2510.The horizontal coordinates were established by GPS observations
 LY2510.and adjusted by the National Geodetic Survey in July 1997..
 LY2510
 LY2510.The orthometric height was determined by GPS observations and a
 LY2510.high-resolution geoid model.
 LY2510
 LY2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2510
 LY2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2510
 LY2510.The ellipsoidal height was determined by GPS observations
 LY2510.and is referenced to NAD 83.
 LY2510
 LY2510.The geoid height was determined by GEOID03.
 LY2510
 LY2510;                    North         East     Units Scale Factor Converg.
 LY2510;SPC NY E     -   275,182.392   191,664.971   MT  0.99992136   +0 19 42.6
 LY2510;SPC NY E     -   902,827.56    628,820.83   sFT  0.99992136   +0 19 42.6
 LY2510;UTM  18      - 4,573,742.031   583,505.554   MT  0.99968582   +0 39 31.0
 LY2510
 LY2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2510!SPC NY E     -   0.99994700  x   0.99992136  =   0.99986836
 LY2510!UTM  18      -   0.99994700  x   0.99968582  =   0.99963284
 LY2510
 LY2510|---------------------------------------------------------------------|
 LY2510| PID    Reference Object                     Distance      Geod. Az  |
 LY2510|                                                           dddmmss.s |
 LY2510| CB2719 BEAR MT RM 2                          5.608 METERS 07532     |
 LY2510| CB2718 BEAR MT RM 1                          5.652 METERS 26453     |
 LY2510| LY2509 BEAR MTN PERKINS MEMORIAL OBS       380.463 METERS 28130     |
 LY2510| LY2512 BEAR                                380.516 METERS 30648     |
 LY2510|---------------------------------------------------------------------|
 LY2510
 LY2510                          SUPERSEDED SURVEY CONTROL
 LY2510
 LY2510  ELLIP H (07/24/97)  337.91   (m)                       GP(       ) 1 1
 LY2510  NAD 83(1992)-  41 18 38.95505(N)    074 00 08.60935(W) AD(       ) B
 LY2510  NAD 83(1992)-  41 18 38.95500(N)    074 00 08.60913(W) AD(       ) B
 LY2510  ELLIP H (04/16/93)  337.84   (m)                       GP(       ) 4 1
 LY2510  NAD 83(1986)-  41 18 38.95698(N)    074 00 08.61341(W) AD(       ) 1
 LY2510  NAD 27      -  41 18 38.62201(N)    074 00 10.10398(W) AD(       ) 1
 LY2510  NGVD 29 (07/19/86)  369.6    (m)         1213.     (f) VERT ANG       
 LY2510
 LY2510.Superseded values are not recommended for survey control.
 LY2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2510.See file dsdata.txt to determine how the superseded data were derived.
 LY2510
 LY2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8350673742(NAD 83)
 LY2510_MARKER: DS = TRIANGULATION STATION DISK
 LY2510_SETTING: 66 = SET IN ROCK OUTCROP
 LY2510_SP_SET: IN A DRILL HOLE IN BEDROCK
 LY2510_STAMPING: BEAR MT 1851 1938
 LY2510_MARK LOGO: CGS   
 LY2510_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2510+STABILITY: POSITION/ELEVATION WELL
 LY2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2510+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 LY2510
 LY2510  HISTORY     - Date     Condition        Report By
 LY2510  HISTORY     - 1851     MONUMENTED       CGS
 LY2510  HISTORY     - 1881     GOOD             CGS
 LY2510  HISTORY     - 1932     GOOD             CGS
 LY2510  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LY2510  HISTORY     - 1938     GOOD             CGS
 LY2510  HISTORY     - 1963     GOOD             LDA
 LY2510  HISTORY     - 1964     GOOD             CGS
 LY2510  HISTORY     - 1965     GOOD             CGS
 LY2510  HISTORY     - 1966     GOOD             CGS
 LY2510  HISTORY     - 1973     GOOD             NGS
 LY2510  HISTORY     - 1975     GOOD             NGS
 LY2510  HISTORY     - 1975     GOOD             NGS
 LY2510  HISTORY     - 1986     GOOD             AEROS
 LY2510  HISTORY     - 19870817 GOOD
 LY2510  HISTORY     - 19880722 GOOD             NGS
 LY2510  HISTORY     - 19920428 GOOD             NGS
 LY2510  HISTORY     - 19950524 GOOD             NYDT
 LY2510  HISTORY     - 19961203 GOOD             NJGS
 LY2510  HISTORY     - 20050711 GOOD             USPSQD
 LY2510
 LY2510                          STATION DESCRIPTION
 LY2510
 LY2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1851 (EB)
 LY2510'SIGNAL IS ON TOP OF HILL, POINT BEING IN A PLACE WHERE FISSURE
 LY2510'IN TOP OF ROCK DIVIDES, ENABLING ONE BY ENLARGING SAME TO
 LY2510'SECURE FOOT OF POLE.  A HOLE WAS DRILLED IN ROCK TO HOLD FOOT OF
 LY2510'SIGNAL POLE.
 LY2510
 LY2510                          STATION RECOVERY (1881)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (FHG)
 LY2510'STATION IS ON HIGH MOUNTAIN NW OF CADWELL LANDING OPPOSITE
 LY2510'PEEKSKILL, MOUNTVILLE TOWNSHIP.  SIGNAL POINT WHICH IS A FISSURE
 LY2510'IN ROCK CHISELED TO FORM A CIRCLE WHICH IS 3-1/2 INCHES IN
 LY2510'DIAMETER AND 18 IN DEPTH IS ON TOP OF A LARGE TABLE ROCK ABOUT
 LY2510'150 FEET IN DIAMETER.  FIVE HOLES WERE DRILLED IN ROCK 1-1/4
 LY2510'INCHES WIDE AND 1-1/2 INCHES DEEP.
 LY2510
 LY2510                          STATION RECOVERY (1932)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LY2510'THIS STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  A NEW
 LY2510'STATION CALLED BEAR 1932 WAS ESTABLISHED ON HIGHEST PART OF
 LY2510'MOUNTAIN AND NEAR FOREST RANGERS TOWER.  AFTER POSITION OF THIS
 LY2510'STATION WAS DETERMINED, OLD STATION BEAR MT. WAS RECOVERED AND
 LY2510'FOUND IN GOOD CONDITION.  HOWEVER, THIS STATION IS NOT ON
 LY2510'HIGHEST PART OF HILL AND WAS NOT USED.  IT STILL REMAINS MARKED
 LY2510'AS PREVIOUSLY DESCRIBED.
 LY2510
 LY2510                          STATION RECOVERY (1938)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LY2510'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS ON BEAR
 LY2510'MT. WHICH IS ABOUT 2 MILES SW OF HIGHLAND FALLS, NEW YORK, ON
 LY2510'W SIDE OF HUDSON RIVER.  STATION IS NOT ON HIGHEST PART OF
 LY2510'MOUNTAIN BUT IS ON SE SLOPE APPROXIMATELY 200 METERS E OF FIRE
 LY2510'TOWER AND WEATHER OBSERVATORY ON TOP OF MOUNTAIN.  MARK IS A
 LY2510'STANDARD BRONZE DISK SET IN BEDROCK AND STAMPED BEAR MT. 1851.
 LY2510'
 LY2510'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK SET IN
 LY2510'BEDROCK W OF STATION STAMPED BEAR MT. 1851-1938.  REFERENCE
 LY2510'MARK NO.2 IS A STANDARD REFERENCE MARK SET IN BEDROCK NE OF
 LY2510'STATION AND STAMPED BEAR MT. 1851-1938.
 LY2510'
 LY2510'TO REACH FROM TRAFFIC CIRCLE AT W END OF BEAR MT. BRIDGE, GO
 LY2510'W ON ONLY MACADAM ROAD LEADING W 1.2 MILES TO PERKINS
 LY2510'MEMORIAL DRIVE.  HERE TURN L ON DRIVE AND GO 1.0 MILE TO TOP.  PASS
 LY2510'WEATHER OBSERVATORY AND GO DOWNGRADE ABOUT 200 METERS TO STATION
 LY2510'ON L SIDE OF ROAD.
 LY2510
 LY2510                          STATION RECOVERY (1938)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LY2510'RECOVERED IN GOOD CONDITION.
 LY2510
 LY2510                          STATION RECOVERY (1963)
 LY2510
 LY2510'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 LY2510'STATION WAS FOUND IN GOOD CONDITION UNDER FOUR INCHES OF FROZEN
 LY2510'DIRT.  STATION IS IN THE T INTERSECTION OF TWO FISSURES IN THE ROCK.
 LY2510
 LY2510                          STATION RECOVERY (1964)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LY2510'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LY2510'GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT
 LY2510'THE DISTANCE WAS FOUND TO BE .11 OF A FOOT LONGER THAN THE
 LY2510'PREVIOUS MEASUREMENT.  THE DIRECTION TO REFERENCE 2 FAILED TO
 LY2510'CHECK BY 1 MINUTE AND 30 SECONDS LOWER THAN THE PREVIOUS DIRECTION
 LY2510'AND THE DISTANCE WAS FOUND TO BE .19 OF A FOOT SHORTER.
 LY2510'
 LY2510'A NEW DESCRIPTION FOLLOWS--
 LY2510'
 LY2510'THE STATION IS ON THE EAST SLOPE OF BEAR MT., ABOUT 1/4 MILE
 LY2510'EAST OF THE HIGHEST POINT, ABOUT 2 MILES SOUTHWEST OF HIGHLAND
 LY2510'FALLS AND ON THE PROPERTY OWNED BY THE PALISADES PARK
 LY2510'COMMISSION.  IT IS 41 FEET SOUTH OF A 12 INCH OAK TREE, 43 FEET
 LY2510'SOUTHWEST OF A 12 INCH OAK TREE AND 96 FEET NORTHEAST OF THE
 LY2510'CENTERLINE OF A PAVED ROAD.  THE DISK IS STAMPED BEAR 1938.
 LY2510'
 LY2510'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 6, 9W AND 202
 LY2510'AT THE WEST END OF THE BEAR MOUNTAIN BRIDGE, GO SOUTH ON
 LY2510'U.S. HIGHWAY 9W AND 202 FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT
 LY2510'FORK AND GO SOUTHWEST ON THE PARK ROAD FOR 0.25 MILE TO THE
 LY2510'PARK ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE SOUTHWEST
 LY2510'ON THE PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AT A TRAFFIC
 LY2510'CIRCLE.  TURN RIGHT AND GO WESTERLY UP HILL FOR 1.8 MILES TO A
 LY2510'FORK AT A TOLL BOOTH ON THE RIGHT.  TAKE THE RIGHT FORK AND GO
 LY2510'NORTHWEST, NORTH AND EAST ON THE WINDING PAVED ROAD FOR 2.1
 LY2510'MILES TO THE TOP OF THE MOUNTAIN AND THE BEAR MOUNTAIN PERKINS
 LY2510'MEMORIAL BUILDING ON THE LEFT.  CONTINUE AROUND THE CIRCULAR
 LY2510'DRIVE FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LY2510'EAST DOWN HILL ON A PAVED ROAD FOR 0.2 MILE TO THE STATION ON
 LY2510'THE LEFT ON A ROCK AREA ABOUT 20 FEET HIGHER THAN THE ROAD.
 LY2510'
 LY2510'REFERENCE MARK 1 IS 45 FEET SOUTH OF A 12 INCH OAK TREE AND 80
 LY2510'FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD.  THE DISK
 LY2510'IS STAMPED BEAR NO 1 1938.
 LY2510'
 LY2510'REFERENCE MARK 2 IS 43 FEET SOUTH OF A 12 INCH OAK TREE, 26 FEET
 LY2510'SOUTHWEST OF A 12 INCH OAK TREE AND 114 FEET NORTHEAST OF THE
 LY2510'CENTERLINE OF THE PAVED ROAD.  THE DISK IS STAMPED BEAR NO 2 1938.
 LY2510'
 LY2510'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 LY2510
 LY2510                          STATION RECOVERY (1965)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFR)
 LY2510'THE STATION WAS RECOVERED IN MAY 1965 TO VERIFY THE STAMPING
 LY2510'OF THE DISKS.
 LY2510'
 LY2510'THE STATION MARK DISK IS STAMPED BEAR 1938.
 LY2510'
 LY2510'THE DISK AT REFERENCE MARK NO. 1 IS STAMPED BEAR NO 1 1938
 LY2510'
 LY2510'THE DISK AT REFERENCE MARK NO. 2 IS STAMPED BEAR NO 2 1938
 LY2510
 LY2510                          STATION RECOVERY (1966)
 LY2510
 LY2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LY2510'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LY2510'DESCRIBED IN THE 1964 RECOVERY NOTE BY C.F.K., EXCEPT THE STATION
 LY2510'IS IN ORANGE COUNTY.  THE MARKS ARE NOW STAMPED AS FOLLOWS--THE
 LY2510'STATION MARK IS NOW STAMPED BEAR MT. 1851 1938, REFERENCE MARK
 LY2510'NO. 1 IS STAMPED BEAR MT 1851 NO 1 1938 AND REFERENCE MARK
 LY2510'NO. 2 IS STAMPED BEAR MT 1851 NO 2 1938.
 LY2510'
 LY2510'A TRAVERSE CONNECTION WAS MADE FROM BEAR MT 1851 1938 TO A
 LY2510'ROCKLAND-ORANGE COUNTY LINE MARKER.  DUE TO THE SURROUNDING TERRAIN
 LY2510'JUST A SLOPE MEASUREMENT WAS OBTAINED WHICH IS 230.80 FEET,
 LY2510'(70.348) METERS.
 LY2510'
 LY2510'THE STATION IS ON THE EAST SLOPE OF BEAR MT., ABOUT 1/4 MILE EAST
 LY2510'OF THE HIGHEST POINT, ABOUT 2 MILES SOUTHWEST OF HIGHLAND FALLS AND
 LY2510'ON THE PROPERTY OWNED BY THE PALISADES PARK COMMISSION.
 LY2510'
 LY2510'TO REACH THE STATION FROM THE BEAR MT. PERKINS MEMORIAL BUILDING,
 LY2510'GO EAST DOWN HILL ON A PAVED ROAD FOR 0.25 MILE TO THE STATION ON
 LY2510'THE LEFT ON A BOULDER ABOUT 11 FEET HIGHER THAN THE PAVED ROAD.
 LY2510'
 LY2510'THE STATION MARK IS AN OFFICIAL COUNTY LINE MONUMENT DISK, CEMENTED
 LY2510'IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 83.0 FEET EAST-NORTHEAST
 LY2510'OF A METAL SIGN, (DOODLETOWN) 41 FEET NORTH OF THE CENTER OF PAVED
 LY2510'ROAD, 10 FEET NORTH OF THE SOUTH EDGE OF THE BOULDER AND 5 FEET
 LY2510'WEST OF THE EAST EDGE OF THE BOULDER.
 LY2510'
 LY2510'HEIGHT OF LIGHT ABOVE STATION MARK 48.0 FEET.
 LY2510
 LY2510                          STATION RECOVERY (1973)
 LY2510
 LY2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LY2510'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LY2510'ROCKLAND-ORANGE COUNTY MONUMENT WERE RECOVERED AND FOUND TO BE IN
 LY2510'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  THE DISTANCES CHECKED
 LY2510'FAVORABLE BUT A DIFFERENCE OF 2 MINUTES WAS FOUND IN THE
 LY2510'DIRECTIONS, REFERENCE MARK 1 TO REFERENCE MARK 2.
 LY2510
 LY2510                          STATION RECOVERY (1975)
 LY2510
 LY2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 LY2510'STATION, RM NO. 1 AND 2 WERE ALL RECOVERED AS DESCRIBED BY C.F.K.,
 LY2510'1964 AND J.L.C., 1966 IN GOOD CONDITION.
 LY2510'
 LY2510'THE DISTANCES TO RMS WERE CHECKED AND FOUND TO BE--RM NO. 1 IS NOW
 LY2510'6.70 METERS AND RM NO. 2 IS NOW 6.20 METERS FROM STATION.  THE
 LY2510'DISTANCE FROM RM NO. 1 TO RM NO. 2 WAS FOUND TO BE 11.220 METERS.
 LY2510
 LY2510                          STATION RECOVERY (1975)
 LY2510
 LY2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 LY2510'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LY2510'ROCKLAND-ORANGE COUNTY MONUMENT WERE RECOVERED IN GOOD CONDITION.
 LY2510'THE STATION IS NOT VG TO BEAR 1932.
 LY2510'
 LY2510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 LY2510'OF PEEKSKILL.
 LY2510
 LY2510                          STATION RECOVERY (1986)
 LY2510
 LY2510'RECOVERY NOTE BY AERO SERVICE CORPORATION 1986 (JKP)
 LY2510'THE STATION WAS RECOVERED AT THIS DATE.
 LY2510'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2510'CONDITION.  THE STATION IS LOCATED AS DESCRIBED BY CFK IN 1964, AND
 LY2510'JLC IN 1966.
 LY2510
 LY2510                          STATION RECOVERY (1987)
 LY2510
 LY2510'RECOVERED 1987
 LY2510'RECOVERED IN GOOD CONDITION.
 LY2510
 LY2510                          STATION RECOVERY (1988)
 LY2510
 LY2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY2510'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LY2510'FOLLOWS.
 LY2510'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST-NORTHWEST OF
 LY2510'PEEKSKILL, 6 KM (3.75 MI) SOUTHWEST OF FT. MONTGOMERY NEAR THE
 LY2510'ROCKLAND COUNTY LINE ON BEAR MOUNTAIN.
 LY2510'OWNERSHIP--PALISADES INTERSTATE PARK COMMISSION, C/O KENETH G KRIESER,
 LY2510'SUPERINTENDENT, ADMINISTRATION BUILDING, BEAR MOUNTAIN NY 10911.
 LY2510'PHONE 914 786-2701.
 LY2510'TO REACH THE STATION FROM THE WEST END OF THE BEAR MOUNTAIN BRIDGE,
 LY2510'WHICH IS ABOUT 6 KM (3.75 MI) NORTHWEST OF PEEKSKILL, GO SOUTH ON U.S.
 LY2510'HIGHWAY 9W AND STATE HIGHWAY 202 FOR 0.65 KM (0.40 MI) TO A FORK.
 LY2510'BEAR RIGHT ON THE PARK ENTRANCE ROAD AND GO FOR 0.4 KM (0.25 MI) TO
 LY2510'THE ADMINITRATION BUILDING ON THE RIGHT.  CONTINUE AHEAD, SOUTH FOR
 LY2510'0.3 KM (0.20 MI) TO A TRAFFIC CIRCLE.  GO RIGHT AT THE FIRST ROAD IN
 LY2510'THE CIRCLE, GOING NORTH FOR 2.84 KM (1.75 MI) TO PERKINS MEMORIAL
 LY2510'DRIVE ON THE RIGHT.  GO RIGHT NORTHERLY ON PERKINS MEMORIAL DRIVE FOR
 LY2510'3.4 KM (2.10 MI) TO THE TOP OF THE MOUNTAIN AND THE PERKINS MEMORIAL
 LY2510'BUILDING ON THE LEFT.  CONTINUE ON PAVED ROAD SOUTHERLY AND EASTERLY
 LY2510'FOR 0.2 KM (0.10 MI) TO A ROAD ON THE RIGHT GOING SOUTHEASTERLY.  TURN
 LY2510'RIGHT FOR 0.3 KM (0.20 MI) TO THE STATION ON THE TOP OF ROCKY AREA ON
 LY2510'THE LEFT ABOUT 6 METERS HIGHER THAN THE ROAD.
 LY2510'THE STATION IS A STANDARD CGS DISK SET IN A DRILL HOLE IN THE ROCK
 LY2510'OUTCROP RECESSED ABOUT 2 CM. IT IS 29.0 M (95.1 FT) EAST FROM THE
 LY2510'CENTER OF THE ROAD, 5.6 M (18.4 FT) EAST-SOUTHEAST FROM REFERENCE MARK
 LY2510'NUMBER 1, 5.6 M (18.4 FT) WEST FROM REFERENCE MARK NUMBER 2 AND 1.8 M
 LY2510'(5.9 FT) NORTHWEST FROM THE SOUTH ONE OF TWO CHISELED TRIANGLE.
 LY2510'DESCRIBED BY B.L. LAMBERT, TYPED BY R.L. ZURFLUH.
 LY2510
 LY2510                          STATION RECOVERY (1992)
 LY2510
 LY2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LY2510'THE 1988 NGS RECOVERY NOTE IS ADEQUATE.  A COPY WITH A FEW MINOR
 LY2510'CHANGES FOLLOWS.
 LY2510'STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST-NORTHWEST OF PEEKSKILL, 6
 LY2510'KM (3.70 MI) SOUTHWEST OF FT. MONTGOMERY, NEAR THE ROCKLAND COUNTY
 LY2510'LINE, ON BEAR MOUNTAIN.  OWNERSHIP-PALISADES INTERSTATE PARK
 LY2510'COMMISSION, C/O KENETH G. KRIESER, SUPERINTENDENT, ADMINISTRATION
 LY2510'BUILDING, BEAR MOUNTAIN NY 10911, PHONE 914-786-2701.
 LY2510'TO REACH THE STATION FROM THE WEST END OF THE BEAR MOUNTAIN BRIDGE,
 LY2510'WHICH IS LOCATED ABOUT 6 KM (3.70 MI) NORTHWEST OF PEEKSKILL, GO
 LY2510'SOUTH ON U.S. HIGHWAY 9W AND STATE HIGHWAY 202 FOR 0.65 KM (0.40 MI)
 LY2510'TO A FORK.  BEAR RIGHT ON THE PARK ENTRANCE ROAD FOR 0.4 KM (0.25 MI)
 LY2510'TO THE ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE AHEAD, SOUTH
 LY2510'FOR 0.3 KM (0.20 MI) TO A TRAFFIC CIRCLE.  GO RIGHT AT THE FIRST ROAD
 LY2510'IN THE CIRCLE GOING NORTH FOR 2.84 KM (1.75 MI) TO PERKINS MEMORIAL
 LY2510'DRIVE ON THE RIGHT.  GO RIGHT NORTHERLY ON PERKINS MEMORIAL DRIVE FOR
 LY2510'3.4 KM (2.10 MI) TO THE TOP OF THE MOUNTAIN AND THE PERKINS MEMORIAL
 LY2510'BUILDING ON THE LEFT.  CONTINUE ON PAVED ROAD SOUTHERLY AND EASTERLY
 LY2510'FOR 0.2 KM (0.10 MI) TO A ROAD ON THE RIGHT GOING SOUTHEASTERLY.
 LY2510'TURN RIGHT FOR 0.3 KM (0.20 MI) TO THE STATION, ON THE TOP OF ROCKY
 LY2510'AREA ON THE LEFT ABOUT 6 M (19.7 FT) HIGHER THAN THE ROAD.
 LY2510'STATION IS SET IN A DRILL HOLE IN THE ROCK OUTCROP RECESSED ABOUT 2
 LY2510'CM.  LOCATED 29 M (95.1 FT) EAST FROM THE CENTER OF THE ROAD, 5.6 M
 LY2510'(18.4 FT) EAST-SOUTHEAST FROM REFERENCE MARK 1, 5.6 M (18.4 FT) WEST
 LY2510'FROM REFERENCE MARK 2 AND 1.8 M (5.9 FT) NORTHWEST FROM THE SOUTH ONE
 LY2510'OF TWO CHISELED TRIANGLES.
 LY2510
 LY2510                          STATION RECOVERY (1995)
 LY2510
 LY2510'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 LY2510'RECOVERED AS DESCRIBED.
 LY2510
 LY2510                          STATION RECOVERY (1996)
 LY2510
 LY2510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (MWC)
 LY2510'RECOVERED AS DESCRIBED.
 LY2510
 LY2510                          STATION RECOVERY (2005)
 LY2510
 LY2510'RECOVERY NOTE BY US POWER SQUADRON 2005 (WPK)
 LY2510'STATION WAS RECOVERED IN GOOD CONDITION.
 LY2510' 
 LY2510'RM NO. 1 WAS RECOVERED WITH SOME SLIGHT DAMAGE TO EDGE OF THE DISK.
 LY2510' 
 LY2510'RM NO. 2 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2511 ***********************************************************************
 LY2511  DESIGNATION -  BEAR MTN FOREST RANGERS TOWER
 LY2511  PID         -  LY2511
 LY2511  STATE/COUNTY-  NY/ORANGE
 LY2511  USGS QUAD   -  POPOLOPEN LAKE (1981)
 LY2511
 LY2511                         *CURRENT SURVEY CONTROL
 LY2511  ___________________________________________________________________
 LY2511* NAD 83(1996)-  41 18 46.18008(N)    074 00 22.05601(W)     ADJUSTED  
 LY2511* NAVD 88     -                                                        
 LY2511  ___________________________________________________________________
 LY2511  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 LY2511  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LY2511
 LY2511  HORZ ORDER  -  THIRD
 LY2511
 LY2511.The horizontal coordinates were established by classical geodetic methods
 LY2511.and adjusted by the National Geodetic Survey in January 1999..
 LY2511
 LY2511
 LY2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2511
 LY2511.The geoid height was determined by GEOID03.
 LY2511
 LY2511;                    North         East     Units Scale Factor Converg.
 LY2511;SPC NY E     -   275,403.441   191,350.974   MT  0.99992104   +0 19 33.8
 LY2511;SPC NY E     -   903,552.79    627,790.65   sFT  0.99992104   +0 19 33.8
 LY2511;UTM  18      - 4,573,961.216   583,190.363   MT  0.99968517   +0 39 22.2
 LY2511
 LY2511                          SUPERSEDED SURVEY CONTROL
 LY2511
 LY2511  NAD 83(1986)-  41 18 46.18021(N)    074 00 22.05692(W) AD(       ) 4
 LY2511  NAD 27      -  41 18 45.84500(N)    074 00 23.55500(W) AD(       ) 3
 LY2511
 LY2511.Superseded values are not recommended for survey control.
 LY2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2511.See file dsdata.txt to determine how the superseded data were derived.
 LY2511
 LY2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8319073961(NAD 83)
 LY2511
 LY2511  HISTORY     - Date     Condition        Report By
 LY2511  HISTORY     - 1932     MONUMENTED       CGS
 LY2511  HISTORY     - 20050731 MARK NOT FOUND   GEOCAC
 LY2511
 LY2511                          STATION DESCRIPTION
 LY2511
 LY2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LY2511'STATION IS THE STEEL FRAME FOREST RANGERS TOWER ON THE HIGHEST
 LY2511'POINT OF BEAR MOUNTAIN.  STRUCTURE IS ABOUT 65 FEET HIGH AND IS
 LY2511'PROMINENTLY SEEN FOR MILES AROUND.
 LY2511'
 LY2511'TRIANGULATION STATION BEAR STANDS 10 METERS FROM THE CENTER OF
 LY2511'THIS TOWER.
 LY2511'
 LY2511'NOT MARKED.
 LY2511
 LY2511                          STATION RECOVERY (2005)
 LY2511
 LY2511'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2511'THE FOREST RANGERS TOWER WAS REMOVED PRIOR TO 1965. SEE NOTE FOR
 LY2511'LY2512 BY JCB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2509 ***********************************************************************
 LY2509  DESIGNATION -  BEAR MTN PERKINS MEMORIAL OBS
 LY2509  PID         -  LY2509
 LY2509  STATE/COUNTY-  NY/ORANGE
 LY2509  USGS QUAD   -  POPOLOPEN LAKE (1981)
 LY2509
 LY2509                         *CURRENT SURVEY CONTROL
 LY2509  ___________________________________________________________________
 LY2509* NAD 83(1996)-  41 18 41.41448(N)    074 00 24.63851(W)     ADJUSTED  
 LY2509* NAVD 88     -                                                        
 LY2509  ___________________________________________________________________
 LY2509  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LY2509  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LY2509
 LY2509  HORZ ORDER  -  THIRD
 LY2509
 LY2509.The horizontal coordinates were established by classical geodetic methods
 LY2509.and adjusted by the National Geodetic Survey in January 1999..
 LY2509
 LY2509
 LY2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2509
 LY2509.The geoid height was determined by GEOID03.
 LY2509
 LY2509;                    North         East     Units Scale Factor Converg.
 LY2509;SPC NY E     -   275,256.095   191,291.746   MT  0.99992098   +0 19 32.0
 LY2509;SPC NY E     -   903,069.37    627,596.34   sFT  0.99992098   +0 19 32.0
 LY2509;UTM  18      - 4,573,813.566   583,131.999   MT  0.99968505   +0 39 20.4
 LY2509
 LY2509                          SUPERSEDED SURVEY CONTROL
 LY2509
 LY2509  NAD 83(1986)-  41 18 41.41529(N)    074 00 24.64164(W) AD(       ) 4
 LY2509  NAD 27      -  41 18 41.08074(N)    074 00 26.13322(W) AD(       ) 3
 LY2509
 LY2509.Superseded values are not recommended for survey control.
 LY2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2509.See file dsdata.txt to determine how the superseded data were derived.
 LY2509
 LY2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8313273814(NAD 83)
 LY2509
 LY2509  HISTORY     - Date     Condition        Report By
 LY2509  HISTORY     - 1966     MONUMENTED       CGS
 LY2509  HISTORY     - 1975     GOOD             NGS
 LY2509  HISTORY     - 20050711 GOOD             USPSQD
 LY2509
 LY2509                          STATION DESCRIPTION
 LY2509
 LY2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LY2509'THE STATION IS THE APEX OF THE SQUARE GRANITE STRUCTURE WITH A
 LY2509'GLASS ENCLOSED OBSERVATION HOUSE AT THE TOP.  IT IS LOCATED ON
 LY2509'THE HIGHEST PART OF BEAR MOUNTAIN AND ON PROPERTY OWNED BY THE
 LY2509'PALISADES PARK COMMISSION.
 LY2509'
 LY2509'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 6,
 LY2509'9W AND 202 AT THE WEST END OF THE BEAR MOUNTAIN BRIDGE, GO SOUTH
 LY2509'ON U.S. HIGHWAY 9W AND 202 FOR 0.45 MILE TO A FORK.  TAKE THE
 LY2509'RIGHT FORK AND GO SOUTHWEST ON THE PARK ROAD FOR 0.25 MILE TO
 LY2509'THE PARK ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE
 LY2509'SOUTHWEST ON THE PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AT
 LY2509'A TRAFFIC CIRCLE.  TURN RIGHT AND GO WESTERLY UPHILL FOR 1.8
 LY2509'MILES TO A FORK AT A TOLL BOOTH ON THE RIGHT.  TAKE THE RIGHT
 LY2509'FORK AND GO NORTHWEST, NORTH AND EAST ON THE WINDING
 LY2509'ROAD FOR 2.1 MILES TO THE TOP OF THE MOUNTAIN AND THE
 LY2509'OBSERVATORY ON THE LEFT.  THE OVERALL HEIGHT OF THE
 LY2509'STRUCTURE IS 80 FEET.
 LY2509
 LY2509                          STATION RECOVERY (1975)
 LY2509
 LY2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 LY2509'STATION RECOVERED AS DESCRIBED BY J.L.C., 1966.
 LY2509
 LY2509                          STATION RECOVERY (2005)
 LY2509
 LY2509'RECOVERY NOTE BY US POWER SQUADRON 2005 (TOC)
 LY2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0342 ***********************************************************************
 PJ0342  DESIGNATION -  BEAR PT USLS
 PJ0342  PID         -  PJ0342
 PJ0342  STATE/COUNTY-  NY/JEFFERSON
 PJ0342  USGS QUAD   -  
 PJ0342
 PJ0342                         *CURRENT SURVEY CONTROL
 PJ0342  ___________________________________________________________________
 PJ0342* NAD 83(1996)-  44 05 43.92658(N)    076 26 30.16530(W)     ADJUSTED  
 PJ0342* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0342  ___________________________________________________________________
 PJ0342  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 PJ0342  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 PJ0342
 PJ0342  HORZ ORDER  -  THIRD
 PJ0342
 PJ0342.The horizontal coordinates were established by classical geodetic methods
 PJ0342.and adjusted by the National Geodetic Survey in January 1999..
 PJ0342
 PJ0342.The orthometric height was scaled from a topographic map.
 PJ0342
 PJ0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0342
 PJ0342.The geoid height was determined by GEOID03.
 PJ0342
 PJ0342;                    North         East     Units Scale Factor Converg.
 PJ0342;SPC NY C     -   454,889.875   261,339.911   MT  0.99993908   +0 05 54.8
 PJ0342;SPC NY C     - 1,492,417.86    857,412.69   sFT  0.99993908   +0 05 54.8
 PJ0342;UTM  18      - 4,883,494.246   384,597.205   MT  0.99976379   -1 00 12.0
 PJ0342
 PJ0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0342!SPC NY C     -   0.99999349  x   0.99993908  =   0.99993257
 PJ0342!UTM  18      -   0.99999349  x   0.99976379  =   0.99975729
 PJ0342
 PJ0342:                Primary Azimuth Mark                     Grid Az
 PJ0342:SPC NY C     -  WOLF USLS                                052 09 27.7
 PJ0342:UTM  18      -  WOLF USLS                                053 15 34.5
 PJ0342
 PJ0342|---------------------------------------------------------------------|
 PJ0342| PID    Reference Object                     Distance      Geod. Az  |
 PJ0342|                                                           dddmmss.s |
 PJ0342| PJ0345 WOLF USLS                           APPROX. 5.4 KM 0521522.5 |
 PJ0342| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 5.7 KM 0841630.9 |
 PJ0342|---------------------------------------------------------------------|
 PJ0342
 PJ0342                          SUPERSEDED SURVEY CONTROL
 PJ0342
 PJ0342  NAD 83(1986)-  44 05 43.92631(N)    076 26 30.16377(W) AD(       ) 3
 PJ0342  NAD 27      -  44 05 43.73200(N)    076 26 31.39700(W) AD(       ) 3
 PJ0342
 PJ0342.Superseded values are not recommended for survey control.
 PJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0342.See file dsdata.txt to determine how the superseded data were derived.
 PJ0342
 PJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8459783494(NAD 83)
 PJ0342_MARKER: H = DRILL HOLE
 PJ0342_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0342_SP_SET: SET IN ROCK OUTCROP
 PJ0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0342+STABILITY: POSITION/ELEVATION WELL
 PJ0342
 PJ0342  HISTORY     - Date     Condition        Report By
 PJ0342  HISTORY     - 1874     MONUMENTED       USLS
 PJ0342  HISTORY     - 1957     GOOD             IBC
 PJ0342
 PJ0342                          STATION DESCRIPTION
 PJ0342
 PJ0342'DESCRIBED BY US LAKE SURVEY 1874
 PJ0342'ON BEAR POINT, THE MOST SOUTHERLY POINT OF WOLFE ISLAND AT THE HEAD
 PJ0342'OF THE ST LAWRENCE RIVER.  335 FEET NORTHEAST OF THE EXTREME END OF
 PJ0342'THE POINT.  4 FEET WEST OF THE TOP OF THE BANK AND IN A PASTURE.  IT
 PJ0342'IS 123.0 FEET SOUTH OF A LIMESTONE BLOCK 5 INCHES SQUARE, BEARING
 PJ0342'THE LETTERS---U.S.---AND FLUSH WITH THE GROUND SURFACE.  246.2 FEET
 PJ0342'FEET SOUTHWEST OF A STONE BLOCK 5 INCHES SQUARE BEARING A 1/4 - INCH
 PJ0342'TRIANGLE ON ITS TOP AND THE LETTERS---U.S.---ON ITS SOUTHWEST FACE,
 PJ0342'AND PROJECTING 4 INCHES ABOVE GROUND.  438.8 FEET SOUTHWEST OF
 PJ0342'BOUNDARY REFERENCE MONUMENT 88.  28 FEET SOUTH OF A 14 - INCH ELM
 PJ0342'TREE.  AND 89 FEET SOUTH OF A 30 - INCH TWIN BASSWOOD.
 PJ0342'
 PJ0342'STATION MARK--A 3/8 - INCH DRILL HOLE 1 INCH DEEP IN SOLID ROCK 2 FEET
 PJ0342'BELOW THE GROUND SURFACE.  THE SURFACE MARK IS A 3/8 - INCH DRILL HOLE
 PJ0342'IN A STONE 2 FEET LONG, 4 BY 6 INCHES AT ITS TOP, CENTERED OVER THE
 PJ0342'STATION AND FLUSH WITH THE GROUND SURFACE.  (SEE DESCRIPTION OF
 PJ0342'STATION---223-I.W.C.---).
 PJ0342
 PJ0342                          STATION RECOVERY (1957)
 PJ0342
 PJ0342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0342'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4316 ***********************************************************************
 KU4316  DESIGNATION -  BEAVER
 KU4316  PID         -  KU4316
 KU4316  STATE/COUNTY-  NY/SUFFOLK
 KU4316  USGS QUAD   -  EASTPORT (1956)
 KU4316
 KU4316                         *CURRENT SURVEY CONTROL
 KU4316  ___________________________________________________________________
 KU4316* NAD 83(1996)-  40 49 23.32825(N)    072 39 33.96771(W)     ADJUSTED  
 KU4316* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KU4316  ___________________________________________________________________
 KU4316  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 KU4316  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4316
 KU4316  HORZ ORDER  -  FIRST
 KU4316
 KU4316.The horizontal coordinates were established by classical geodetic methods
 KU4316.and adjusted by the National Geodetic Survey in January 1999..
 KU4316
 KU4316.The orthometric height was scaled from a topographic map.
 KU4316
 KU4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4316
 KU4316.The geoid height was determined by GEOID03.
 KU4316
 KU4316;                    North         East     Units Scale Factor Converg.
 KU4316;SPC NY L     -    73,765.019   413,084.603   MT  0.99999501   +0 52 36.6
 KU4316;SPC NY L     -   242,010.73  1,355,261.74   sFT  0.99999501   +0 52 36.6
 KU4316;UTM  18      - 4,521,761.269   697,378.357   MT  1.00007953   +1 31 50.1
 KU4316
 KU4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4316!SPC NY L     -   1.00000359  x   0.99999501  =   0.99999860
 KU4316!UTM  18      -   1.00000359  x   1.00007953  =   1.00008312
 KU4316
 KU4316|---------------------------------------------------------------------|
 KU4316| PID    Reference Object                     Distance      Geod. Az  |
 KU4316|                                                           dddmmss.s |
 KU4316| KU4317 WESTHAMPTON BEACH FLAGSTAFF          11.701 METERS 05830     |
 KU4316| CB8322 BEAVER RM 2                          23.595 METERS 06656     |
 KU4316| CB8323 BEAVER RM 3                                        07117     |
 KU4316| CB8324 BEAVER RM 4                          15.999 METERS 15853     |
 KU4316| CB8321 BEAVER RM 1                          29.106 METERS 35015     |
 KU4316|---------------------------------------------------------------------|
 KU4316
 KU4316                          SUPERSEDED SURVEY CONTROL
 KU4316
 KU4316  NAD 83(1996)-  40 49 23.32925(N)    072 39 33.96849(W) AD(       ) 1
 KU4316  NAD 83(1992)-  40 49 23.32799(N)    072 39 33.96807(W) AD(       ) 1
 KU4316  NAD 83(1986)-  40 49 23.33223(N)    072 39 33.97193(W) AD(       ) 1
 KU4316  NAD 27      -  40 49 22.97525(N)    072 39 35.62270(W) AD(       ) 1
 KU4316
 KU4316.Superseded values are not recommended for survey control.
 KU4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4316.See file dsdata.txt to determine how the superseded data were derived.
 KU4316
 KU4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9737821761(NAD 83)
 KU4316_MARKER: DS = TRIANGULATION STATION DISK
 KU4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4316+STABILITY: SURFACE MOTION
 KU4316
 KU4316  HISTORY     - Date     Condition        Report By
 KU4316  HISTORY     - 1965     MONUMENTED       CGS
 KU4316  HISTORY     - 1978     GOOD             NGS
 KU4316  HISTORY     - 1989     GOOD             USPSQD
 KU4316
 KU4316                          STATION DESCRIPTION
 KU4316
 KU4316'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4316'THE STATION IS LOCATED IN A GRASSY AND BUSH COVERED AREA
 KU4316'OCCUPIED BY THE VILLAGE FLAG STAFF IN WESTHAMPTON BEACH AND IN
 KU4316'THE SOUTHEAST ANGLE AT THE INTERSECTION OF STATE HIGHWAY 27
 KU4316'( MONTAUK HIGHWAY ) AND MILL ROAD.
 KU4316'
 KU4316'TO REACH THE STATION FROM THE POST OFFICE IN WESTHAMPTON
 KU4316'BEACH, GO NORTHWEST ON MILL ROAD FOR 0.15 MILE TO THE STATION
 KU4316'ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE INTERSECTION JUST
 KU4316'WEST-SOUTHWEST OF THE FLAG STAFF.
 KU4316'
 KU4316'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 1965, SET
 KU4316'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4316'FLUSH WITH THE GROUND SURFACE.  IT IS 69.5 FEET SOUTH OF THE
 KU4316'CENTER OF STATE HIGHWAY 27 ( MONTAUK HIGHWAY ), 69.5 FEET
 KU4316'SOUTHEAST OF POWER POLE NUMBER 1199 (THIS POLE HAS A STREET LIGHT
 KU4316'ATTACHED TO IT), 50 FEET NORTHEAST OF THE CENTER OF MILL ROAD
 KU4316'AND 38.39 FEET WEST-SOUTHWEST OF THE FLAG STAFF.
 KU4316'
 KU4316'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAVER NO 1 1965,
 KU4316'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4316'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 79 FEET
 KU4316'NORTHEAST OF POWER POLE NUMBER 1199, 26 FEET NORTH OF THE CENTER
 KU4316'OF STATE HIGHWAY 27 AND 0.7 FOOT SOUTH OF A LOW POLE FENCE.
 KU4316'
 KU4316'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAVER NO 2 1965,
 KU4316'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU4316'IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE
 KU4316'CENTER OF STATE HIGHWAY 27, 40 FEET EAST OF THE FLAG STAFF AND
 KU4316'31 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 1201.
 KU4316'
 KU4316'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON STATE
 KU4316'HIGHWAY 27 FOR 0.05 MILE TO THE SOUTHEAST CORNER OF A CEMETERY
 KU4316'ON THE NORTH SIDE OF THE HIGHWAY AND THE MARK.
 KU4316'
 KU4316'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER NO 3 1965,
 KU4316'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4316'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 49.5 FEET
 KU4316'NORTH OF THE CENTER OF STATE HIGHWAY 27, 38 FEET WEST OF THE
 KU4316'CENTER OF STATION ROAD, 2.8 FEET SOUTH OF WOODEN FENCE ALONG THE
 KU4316'SOUTH SIDE OF THE CEMETERY AND 1.7 FEET SOUTHWEST OF THE WEST
 KU4316'ONE OF TWO LARGE STONE GATE POSTS AT THE SOUTHEAST CORNER OF THE
 KU4316'CEMETERY.
 KU4316'
 KU4316'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 KU4316
 KU4316                          STATION RECOVERY (1978)
 KU4316
 KU4316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU4316'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 KU4316'GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN DESTROYED WHEN A
 KU4316'WATER LINE WAS LAYED ALONG THE HIGHWAY.  REFERENCE MARK 4 WAS
 KU4316'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 KU4316'
 KU4316'THE STATION IS LOCATED IN THE TOWN OF WESTHAMPTON, (NOT
 KU4316'WESTHAMPTON BEACH) AT A TALL FLAG STAFF AND JUST SOUTH OF
 KU4316'MONTAUK HIGHWAY WHERE IT JUNCTIONS WITH MILL ROAD.
 KU4316'
 KU4316'TO REACH THE STATION FROM THE POST OFFICE IN WESTHAMPTON, GO
 KU4316'NORTHWEST ON MILL ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 KU4316'
 KU4316'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON MONTAUK
 KU4316'HIGHWAY FOR 0.05 MILE TO THE MARK ON LEFT, AT THE SOUTHEAST
 KU4316'CORNER OF A CEMETERY.
 KU4316'
 KU4316'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 1965, SET
 KU4316'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4316'FLUSH WITH THE GROUND SURFACE.  THE 1965 STATES THERE IS ALSO
 KU4316'AN UNDERGROUND DISK.  IT IS 69.5 FEET SOUTH OF THE CENTER OF
 KU4316'MONTAUK HIGHWAY, 69.5 FEET SOUTHEAST OF A POWERLINE POLE WITH
 KU4316'A LIGHT, 50 FEET NORTHEAST OF THE CENTER OF MILL ROAD AND 38.39
 KU4316'FEET WEST-SOUTHWEST OF THE FLAG POLE.
 KU4316'
 KU4316'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAVER NO 2 1965,
 KU4316'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KU4316'IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE
 KU4316'CENTER OF MONTAUK HIGHWAY, 40 FEET EAST OF THE FLAG POLE AND 31
 KU4316'FEET SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER 127.
 KU4316'
 KU4316'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAVER NO 3 1965,
 KU4316'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU4316'IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET NORTH OF THE
 KU4316'CENTER OF MONTAUK HIGHWAY, 37 FEET WEST OF THE CENTER OF STATION
 KU4316'ROAD AND 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEST
 KU4316'GATE POST.
 KU4316'
 KU4316'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAVER 1965 NO 4
 KU4316'1978, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4316'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET
 KU4316'SOUTH-SOUTHWEST OF THE FLAG POLE, 52.5 FEET SOUTHEAST OF A
 KU4316'POWERLINE POLE AND 21 FEET NORTHEAST OF THE CENTER OF MILL ROAD.
 KU4316'
 KU4316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4316'IN WESTHAMPTON.
 KU4316
 KU4316                          STATION RECOVERY (1989)
 KU4316
 KU4316'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJA)
 KU4316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1810 ***********************************************************************
 NC1810  DESIGNATION -  BEAVER IS STATE PARK E ENT LT
 NC1810  PID         -  NC1810
 NC1810  STATE/COUNTY-  NY/ERIE
 NC1810  USGS QUAD   -  BUFFALO NW (1965)
 NC1810
 NC1810                         *CURRENT SURVEY CONTROL
 NC1810  ___________________________________________________________________
 NC1810* NAD 83(1996)-  42 57 28.01482(N)    078 57 16.43454(W)     ADJUSTED  
 NC1810* NAVD 88     -       176.8    (meters)     580.     (feet)  VERTCON   
 NC1810  ___________________________________________________________________
 NC1810  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NC1810  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 NC1810
 NC1810  HORZ ORDER  -  THIRD
 NC1810
 NC1810.The horizontal coordinates were established by classical geodetic methods
 NC1810.and adjusted by the National Geodetic Survey in January 1999..
 NC1810
 NC1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1810
 NC1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1810
 NC1810.The geoid height was determined by GEOID03.
 NC1810
 NC1810;                    North         East     Units Scale Factor Converg.
 NC1810;SPC NY W     -   328,547.084   319,710.560   MT  0.99994878   -0 15 10.7
 NC1810;SPC NY W     - 1,077,908.22  1,048,917.06   sFT  0.99994878   -0 15 10.7
 NC1810;UTM  17      - 4,758,156.399   666,836.708   MT  0.99994243   +1 23 39.1
 NC1810
 NC1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1810!SPC NY W     -   0.99997782  x   0.99994878  =   0.99992660
 NC1810!UTM  17      -   0.99997782  x   0.99994243  =   0.99992025
 NC1810
 NC1810                          SUPERSEDED SURVEY CONTROL
 NC1810
 NC1810  NAD 83(1986)-  42 57 28.02042(N)    078 57 16.43191(W) AD(       ) 4
 NC1810  NGVD 29 (12/18/92)  177.0    (m)          581.     (f) VERT ANG       
 NC1810
 NC1810.Superseded values are not recommended for survey control.
 NC1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1810.See file dsdata.txt to determine how the superseded data were derived.
 NC1810
 NC1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6683758156(NAD 83)
 NC1810_MARKER: 14 = NAVIGATION LIGHT
 NC1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1810
 NC1810  HISTORY     - Date     Condition        Report By
 NC1810  HISTORY     - 1982     FIRST OBSERVED   NOS
 NC1810  HISTORY     - 19940721 GOOD             USPSQD
 NC1810  HISTORY     - 20011201 GOOD             USPSQD
 NC1810
 NC1810                          STATION DESCRIPTION
 NC1810
 NC1810'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 NC1810'THE STATION, BEAVER IS STATE PARK E ENT LT, IS THE CENTER
 NC1810'OF THE FLASHING RED LIGHT ATOP THE SINGLE METAL POST
 NC1810'(COAST GUARD LL 460).
 NC1810'
 NC1810'THE STATION IS LOCATED ON BEAVER ISLAND AT THE STATE PARK MARINA
 NC1810'ON THE EASTERN BREAKWATER.
 NC1810'
 NC1810'TO REACH THE STATION FROM THE ENTRANCE TO BEAVER ISLAND
 NC1810'STATE PARK, FOLLOW THE SIGNS TO THE MARINA PARKING
 NC1810'LOT AND WALK TO THE END OF THE EASTERN OF TWO
 NC1810'BREAKWATERS AND THE STATION.
 NC1810'
 NC1810'DESCRIBED BY J. DANIEL.
 NC1810
 NC1810                          STATION RECOVERY (1994)
 NC1810
 NC1810'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC1810'RECOVERED IN GOOD CONDITION.
 NC1810
 NC1810                          STATION RECOVERY (2001)
 NC1810
 NC1810'RECOVERY NOTE BY US POWER SQUADRON 2001 (DC)
 NC1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1812 ***********************************************************************
 NC1812  DESIGNATION -  BEAVER IS STATE PARK W ENT LT
 NC1812  PID         -  NC1812
 NC1812  STATE/COUNTY-  NY/ERIE
 NC1812  USGS QUAD   -  BUFFALO NW (1965)
 NC1812
 NC1812                         *CURRENT SURVEY CONTROL
 NC1812  ___________________________________________________________________
 NC1812* NAD 83(1996)-  42 57 29.33264(N)    078 57 19.78338(W)     ADJUSTED  
 NC1812* NAVD 88     -       176.8    (meters)     580.     (feet)  VERTCON   
 NC1812  ___________________________________________________________________
 NC1812  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 NC1812  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 NC1812
 NC1812  HORZ ORDER  -  THIRD
 NC1812
 NC1812.The horizontal coordinates were established by classical geodetic methods
 NC1812.and adjusted by the National Geodetic Survey in January 1999..
 NC1812
 NC1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1812
 NC1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1812
 NC1812.The geoid height was determined by GEOID03.
 NC1812
 NC1812;                    North         East     Units Scale Factor Converg.
 NC1812;SPC NY W     -   328,588.084   319,634.840   MT  0.99994884   -0 15 13.0
 NC1812;SPC NY W     - 1,078,042.74  1,048,668.64   sFT  0.99994884   -0 15 13.0
 NC1812;UTM  17      - 4,758,195.205   666,759.842   MT  0.99994212   +1 23 36.9
 NC1812
 NC1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1812!SPC NY W     -   0.99997782  x   0.99994884  =   0.99992666
 NC1812!UTM  17      -   0.99997782  x   0.99994212  =   0.99991994
 NC1812
 NC1812                          SUPERSEDED SURVEY CONTROL
 NC1812
 NC1812  NAD 83(1986)-  42 57 29.33825(N)    078 57 19.78073(W) AD(       ) 4
 NC1812  NGVD 29 (12/18/92)  177.0    (m)          581.     (f) VERT ANG       
 NC1812
 NC1812.Superseded values are not recommended for survey control.
 NC1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1812.See file dsdata.txt to determine how the superseded data were derived.
 NC1812
 NC1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6676058195(NAD 83)
 NC1812_MARKER: 14 = NAVIGATION LIGHT
 NC1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1812
 NC1812  HISTORY     - Date     Condition        Report By
 NC1812  HISTORY     - 1982     FIRST OBSERVED   NOS
 NC1812  HISTORY     - 19940721 GOOD             USPSQD
 NC1812  HISTORY     - 20011201 GOOD             USPSQD
 NC1812
 NC1812                          STATION DESCRIPTION
 NC1812
 NC1812'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 NC1812'THE STATION, BEAVER IS STATE PARK W ENT LT, IS THE CENTER OF
 NC1812'THE FLASHING GREEN LIGHT ATOP THE SINGLE METAL POST (COAST
 NC1812'GUARD LL 461).
 NC1812'
 NC1812'TO REACH THE STATION FROM THE ENTRANCE TO BEAVER ISLAND
 NC1812'STATE PARK, FOLLOW THE SIGNS TO THE MARINA PARKING LOT
 NC1812'AND WALK TO THE END OF THE WESTERN BREAKWATER AND THE
 NC1812'STATION.
 NC1812'
 NC1812'DESCRIBED BY J. DANIEL.
 NC1812
 NC1812                          STATION RECOVERY (1994)
 NC1812
 NC1812'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC1812'RECOVERED IN GOOD CONDITION.
 NC1812
 NC1812                          STATION RECOVERY (2001)
 NC1812
 NC1812'RECOVERY NOTE BY US POWER SQUADRON 2001 (DC)
 NC1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1847 ***********************************************************************
 OE1847  DESIGNATION -  BEAVER LAKE MOUNTAIN LOT
 OE1847  PID         -  OE1847
 OE1847  STATE/COUNTY-  NY/HERKIMER
 OE1847  USGS QUAD   -  
 OE1847
 OE1847                         *CURRENT SURVEY CONTROL
 OE1847  ___________________________________________________________________
 OE1847* NAD 83(1996)-  43 54 56.08247(N)    075 08 10.21994(W)     ADJUSTED  
 OE1847* NAVD 88     -                                                        
 OE1847  ___________________________________________________________________
 OE1847  LAPLACE CORR-          10.65  (seconds)                    DEFLEC99
 OE1847  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OE1847
 OE1847  HORZ ORDER  -  THIRD
 OE1847
 OE1847.The horizontal coordinates were established by classical geodetic methods
 OE1847.and adjusted by the National Geodetic Survey in January 1999..
 OE1847
 OE1847
 OE1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1847
 OE1847.The geoid height was determined by GEOID03.
 OE1847
 OE1847;                    North         East     Units Scale Factor Converg.
 OE1847;SPC NY E     -   564,580.800    98,907.823   MT  0.99993210   -0 26 28.5
 OE1847;SPC NY E     - 1,852,295.51    324,500.08   sFT  0.99993210   -0 26 28.5
 OE1847;UTM  18      - 4,862,505.407   489,067.046   MT  0.99960147   -0 05 40.0
 OE1847
 OE1847                          SUPERSEDED SURVEY CONTROL
 OE1847
 OE1847  NAD 83(1986)-  43 54 56.08726(N)    075 08 10.21941(W) AD(       ) 4
 OE1847  NAD 27      -  43 54 55.86522(N)    075 08 11.58732(W) AD(       ) 3
 OE1847
 OE1847.Superseded values are not recommended for survey control.
 OE1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1847.See file dsdata.txt to determine how the superseded data were derived.
 OE1847
 OE1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP8906762505(NAD 83)
 OE1847
 OE1847  HISTORY     - Date     Condition        Report By
 OE1847  HISTORY     - 1942     MONUMENTED       CGS
 OE1847
 OE1847                          STATION DESCRIPTION
 OE1847
 OE1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1847'THIS INTERSECTION STATION IS LOCATED ABOUT 4 MILES N OF THE
 OE1847'VILLAGE OF NUMBER FOUR, ON THE SUMMIT OF BEAVER LAKE MOUNTAIN, AND
 OE1847'IS THE PROPERTY OF THE NEW YORK CONSERVATION DEPARTMENT.
 OE1847'
 OE1847'IT IS A STANDARD LOOKOUT OBSERVATORY OF ALL STEEL CONSTRUCTION
 OE1847'WITH AN ENCLOSED CROWS NEST.  IT IS ABOUT 30 FEET HIGH.
 OE1847'
 OE1847'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1614 ***********************************************************************
 NC1614  DESIGNATION -  BEAVER SUB
 NC1614  PID         -  NC1614
 NC1614  STATE/COUNTY-  NY/ERIE
 NC1614  USGS QUAD   -  BUFFALO NW (1965)
 NC1614
 NC1614                         *CURRENT SURVEY CONTROL
 NC1614  ___________________________________________________________________
 NC1614* NAD 83(1996)-  42 57 31.03388(N)    078 57 25.49129(W)     ADJUSTED  
 NC1614* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 NC1614  ___________________________________________________________________
 NC1614  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 NC1614  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 NC1614
 NC1614  HORZ ORDER  -  THIRD
 NC1614
 NC1614.The horizontal coordinates were established by classical geodetic methods
 NC1614.and adjusted by the National Geodetic Survey in January 1999..
 NC1614
 NC1614.The orthometric height was scaled from a topographic map.
 NC1614
 NC1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1614
 NC1614.The geoid height was determined by GEOID03.
 NC1614
 NC1614;                    North         East     Units Scale Factor Converg.
 NC1614;SPC NY W     -   328,641.153   319,505.708   MT  0.99994894   -0 15 16.9
 NC1614;SPC NY W     - 1,078,216.85  1,048,244.98   sFT  0.99994894   -0 15 16.9
 NC1614;UTM  17      - 4,758,244.540   666,629.239   MT  0.99994158   +1 23 33.0
 NC1614
 NC1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1614!SPC NY W     -   0.99997844  x   0.99994894  =   0.99992738
 NC1614!UTM  17      -   0.99997844  x   0.99994158  =   0.99992002
 NC1614
 NC1614:                Primary Azimuth Mark                     Grid Az
 NC1614:SPC NY W     -  ISLAND                                   086 47 05.9
 NC1614:UTM  17      -  ISLAND                                   085 08 16.0
 NC1614
 NC1614|---------------------------------------------------------------------|
 NC1614| PID    Reference Object                     Distance      Geod. Az  |
 NC1614|                                                           dddmmss.s |
 NC1614| NC1609 ISLAND                              APPROX. 1.4 KM 0863149.0 |
 NC1614| DE4862 BEAVER SUB RM 1                       9.183 METERS 08742     |
 NC1614| NC1533 BUFFALO AM STD HEATING AND PLUMBING APPROX. 4.9 KM 1041750.9 |
 NC1614|---------------------------------------------------------------------|
 NC1614
 NC1614                          SUPERSEDED SURVEY CONTROL
 NC1614
 NC1614  NAD 83(1986)-  42 57 31.03984(N)    078 57 25.48886(W) AD(       ) 3
 NC1614  NAD 27      -  42 57 30.83500(N)    078 57 26.34400(W) AD(       ) 3
 NC1614
 NC1614.Superseded values are not recommended for survey control.
 NC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1614.See file dsdata.txt to determine how the superseded data were derived.
 NC1614
 NC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6662958245(NAD 83)
 NC1614_MARKER: DD = SURVEY DISK
 NC1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1614
 NC1614  HISTORY     - Date     Condition        Report By
 NC1614  HISTORY     - 1941     MONUMENTED       IBC
 NC1614  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1614
 NC1614                          STATION DESCRIPTION
 NC1614
 NC1614'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1614'ON THE SOUTHEASTERN CORNER OF BEAVER ISLAND, ABOUT 300 FEET WEST OF
 NC1614'THE MOST EASTERN POINT OF THE ISLAND.  THE STATION IS NEAR A LARGE
 NC1614'CLUMP OF WILLOW TREES IN A GROUP OF WILLOW TREES ALL OVER 24 INCHES
 NC1614'IN DIAMETER.  IT IS BETWEEN THE SHORE LINE OF THE RIVER AND THE
 NC1614'DRIVEWAY PARALLELING THE SHORE, ABOUT 15 FEET FROM THE WATERS EDGE
 NC1614'AND 3 FEET ABOVE THE WATER LEVEL AT NORMAL STAGES OF THE RIVER.  THE
 NC1614'LARGEST OF THE WILLOW TREES ALONG THE SHORE LINE IS 32.6 FEET EAST
 NC1614'OF THE STATION.  THE LARGEST WILLOW IN THE CLUMP BEFORE MENTIONED IS
 NC1614'16 FEET SOUTHWEST OF THE STATION.  WILLOWS MOSTLY GONE IN 1956.
 NC1614'
 NC1614'STATION MARK, AN IBC STANDARD BRONZE-DISK STATION MARK SET 2 INCHES
 NC1614'ABOVE THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 7 INCHES IN
 NC1614'DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS
 NC1614'SCREW SET 18 INCHES UNDERGROUND IN THE TOP OF A BLOCK OF CONCRETE.
 NC1614'THERE IS ONE REFERENCE MARK, AND IBC STANDARD BRONZE - DISK STATION
 NC1614'MARK WITH AN ARROW POINTING TOWARD THE STATION SET IN A DRILL HOLE IN
 NC1614'A ROCK 2 BY 2 FEET BY 6 INCHES HIGH, 8 FEET NORTH OF THE LARGEST
 NC1614'WILLOW TREE (THE ONE EAST OF THE STATION).
 NC1614
 NC1614                          STATION RECOVERY (1971)
 NC1614
 NC1614'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1614'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1995 ***********************************************************************
 NA1995  DESIGNATION -  BEB
 NA1995  PID         -  NA1995
 NA1995  STATE/COUNTY-  NY/SARATOGA
 NA1995  USGS QUAD   -  PATTERSONVILLE (1954)
 NA1995
 NA1995                         *CURRENT SURVEY CONTROL
 NA1995  ___________________________________________________________________
 NA1995* NAD 83(1996)-  42 57 52.24749(N)    074 05 07.00624(W)     ADJUSTED  
 NA1995* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 NA1995  ___________________________________________________________________
 NA1995  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 NA1995  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 NA1995
 NA1995  HORZ ORDER  -  SECOND
 NA1995
 NA1995.The horizontal coordinates were established by classical geodetic methods
 NA1995.and adjusted by the National Geodetic Survey in January 1999..
 NA1995
 NA1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1995
 NA1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA1995
 NA1995.The geoid height was determined by GEOID03.
 NA1995
 NA1995;                    North         East     Units Scale Factor Converg.
 NA1995;SPC NY E     -   458,813.475   183,832.803   MT  0.99991408   +0 16 57.6
 NA1995;SPC NY E     - 1,505,290.54    603,124.79   sFT  0.99991408   +0 16 57.6
 NA1995;UTM  18      - 4,757,279.933   574,600.483   MT  0.99966846   +0 37 24.4
 NA1995
 NA1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA1995!SPC NY E     -   0.99996982  x   0.99991408  =   0.99988390
 NA1995!UTM  18      -   0.99996982  x   0.99966846  =   0.99963829
 NA1995
 NA1995:                Primary Azimuth Mark                     Grid Az
 NA1995:SPC NY E     -  BEB 2                                    015 21 56.0
 NA1995:UTM  18      -  BEB 2                                    015 01 29.2
 NA1995
 NA1995|---------------------------------------------------------------------|
 NA1995| PID    Reference Object                     Distance      Geod. Az  |
 NA1995|                                                           dddmmss.s |
 NA1995| CZ7473 BEB 2                                              0153853.6 |
 NA1995| NA1999 BEB A SACGS 1973                      7.588 METERS 29146     |
 NA1995| CZ7472 BEB 1                                              3232448.9 |
 NA1995|---------------------------------------------------------------------|
 NA1995
 NA1995                          SUPERSEDED SURVEY CONTROL
 NA1995
 NA1995  NAD 83(1986)-  42 57 52.25187(N)    074 05 07.00617(W) AD(       ) 2
 NA1995  NAD 27      -  42 57 51.98144(N)    074 05 08.54151(W) AD(       ) 2
 NA1995  NGVD 29 (07/19/86)  223.4    (m)          733.     (f) VERT ANG       
 NA1995
 NA1995.Superseded values are not recommended for survey control.
 NA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1995.See file dsdata.txt to determine how the superseded data were derived.
 NA1995
 NA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7460057280(NAD 83)
 NA1995_MARKER: DD = SURVEY DISK
 NA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NA1995
 NA1995  HISTORY     - Date     Condition        Report By
 NA1995  HISTORY     - 1973     MONUMENTED       NY-091
 NA1995  HISTORY     - 20030717 MARK NOT FOUND   USPSQD
 NA1995  HISTORY     - 20040717 MARK NOT FOUND   USPSQD
 NA1995  HISTORY     - 20050719 MARK NOT FOUND   USPSQD
 NA1995
 NA1995                          STATION DESCRIPTION
 NA1995
 NA1995'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 NA1995'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF GALWAY, 6.5 MILES
 NA1995'NORTHWEST OF CHARLTON, AND 10.5 MILES NORTHWEST OF BURNT HILLS
 NA1995'IN THE TOWNSHIP OF CHARLTON.
 NA1995'
 NA1995'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NA1995'147 (SACANDAGA ROAD) AND 67, GO WEST ON STATE HIGHWAY 67 FOR
 NA1995'2.85 MILES TO THE INTERSECTION OF WEST LINE ROAD.  TURN LEFT AND
 NA1995'GO SOUTHWEST ON WEST LINE ROAD FOR 0.15 MILE TO AZIMUTH MARK
 NA1995'BEB-2 (SACGS), ON RIGHT.  CONTINUE SOUTHWEST ON WEST LINE ROAD
 NA1995'FOR 0.20 MILE TO STATION ON LEFT.
 NA1995'
 NA1995'TO REACH AZIMUTH MARK, BEB-1 (SACGS), FROM THE INTERSECTION
 NA1995'OF STATE HIGHWAY 67 AND WEST LINE ROAD, GO WEST ON STATE HIGHWAY
 NA1995'67 FOR 0.35 MILE TO MARK ON RIGHT.
 NA1995'
 NA1995'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 NA1995'SURVEY STAMPED BEB.  THE SURFACE MARK IS SET IN THE TOP OF A
 NA1995'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 NA1995'THE GROUND.  IT IS LOCATED 67.2 FEET SOUTHEAST OF A 12-INCH
 NA1995'CHERRY TREE, 60.9 FEET NORTHEAST OF A 14-INCH OAK TREE, BOTH ON
 NA1995'THE NORTHWEST SIDE OF WEST LINE ROAD, 82.3 FEET NORTH OF A
 NA1995'10-INCH SPRUCE TREE ON THE SOUTHEAST SIDE OF WEST LINE ROAD AND
 NA1995'14.0 FEET SOUTHEAST OF THE CENTERLINE OF WEST LINE ROAD.  THE
 NA1995'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NA1995'CONCRETE 48-INCHES BELOW THE GROUND.
 NA1995'
 NA1995'AZIMUTH MARK, BEB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 NA1995'COUNTY GEODETIC SURVEY STAMPED BEB-1.  IT IS SET IN THE TOP OF
 NA1995'A 12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 NA1995'THE GROUND.  IT IS LOCATED 111.5 FEET EAST OF WEST RANGE LINE OF
 NA1995'A WIRE FENCE ON THE SOUTH SIDE OF STATE HIGHWAY 67, 63.8 FEET
 NA1995'SOUTHEAST OF A 6-INCH ASPEN TREE, 45.0 FEET SOUTHWEST OF A
 NA1995'12-INCH ELM TREE, BOTH ON THE NORTH SIDE OF STATE HIGHWAY 67,
 NA1995'AND 22.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 67.
 NA1995'
 NA1995'AZIMUTH MARK, BEB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 NA1995'COUNTY GEODETIC SURVEY STAMPED BEB-2.  IT IS SET IN THE TOP OF A
 NA1995'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 NA1995'THE GROUND.  IT IS LOCATED 91.6 FEET SOUTH OF A 12-INCH
 NA1995'MAPLE TREE ON THE WEST SIDE OF WEST LINE ROAD, 38.6 FEET WEST
 NA1995'OF THE MOST SOUTHERLY OF THREE 15-INCH MAPLE TREES ON THE EAST
 NA1995'SIDE OF WEST LINE ROAD AND 13.1 FEET WEST OF THE CENTERLINE OF
 NA1995'WEST LINE ROAD.
 NA1995'
 NA1995'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 NA1995
 NA1995                          STATION RECOVERY (2003)
 NA1995
 NA1995'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 NA1995'MARK NOT FOUND.
 NA1995
 NA1995                          STATION RECOVERY (2004)
 NA1995
 NA1995'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 NA1995'MARK NOT FOUND.
 NA1995
 NA1995                          STATION RECOVERY (2005)
 NA1995
 NA1995'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 NA1995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1468 ***********************************************************************
 LX1468  DESIGNATION -  BECK
 LX1468  PID         -  LX1468
 LX1468  STATE/COUNTY-  NY/DUTCHESS
 LX1468  USGS QUAD   -  KINGSTON EAST (1980)
 LX1468
 LX1468                         *CURRENT SURVEY CONTROL
 LX1468  ___________________________________________________________________
 LX1468* NAD 83(1996)-  41 58 38.22051(N)    073 56 13.42660(W)     ADJUSTED  
 LX1468* NAVD 88     -         1.921  (meters)       6.30   (feet)  ADJUSTED  
 LX1468  ___________________________________________________________________
 LX1468  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LX1468  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX1468  DYNAMIC HT  -           1.920 (meters)       6.30  (feet)  COMP
 LX1468  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LX1468
 LX1468  HORZ ORDER  -  SECOND
 LX1468  VERT ORDER  -  FIRST     CLASS II
 LX1468
 LX1468.The horizontal coordinates were established by classical geodetic methods
 LX1468.and adjusted by the National Geodetic Survey in January 1999..
 LX1468
 LX1468.The orthometric height was determined by differential leveling
 LX1468.and adjusted by the National Geodetic Survey in June 1991..
 LX1468
 LX1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1468
 LX1468.The geoid height was determined by GEOID03.
 LX1468
 LX1468.The dynamic height is computed by dividing the NAVD 88
 LX1468.geopotential number by the normal gravity value computed on the
 LX1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1468.degrees latitude (g = 980.6199 gals.).
 LX1468
 LX1468.The modeled gravity was interpolated from observed gravity values.
 LX1468
 LX1468;                    North         East     Units Scale Factor Converg.
 LX1468;SPC NY E     -   349,230.391   196,651.763   MT  0.99992677   +0 22 35.5
 LX1468;SPC NY E     - 1,145,766.71    645,181.66   sFT  0.99992677   +0 22 35.5
 LX1468;UTM  18      - 4,647,800.412   588,061.763   MT  0.99969542   +0 42 39.5
 LX1468
 LX1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1468!SPC NY E     -   1.00000467  x   0.99992677  =   0.99993144
 LX1468!UTM  18      -   1.00000467  x   0.99969542  =   0.99970008
 LX1468
 LX1468|---------------------------------------------------------------------|
 LX1468| PID    Reference Object                     Distance      Geod. Az  |
 LX1468|                                                           dddmmss.s |
 LX1468| LX1469 BECK RM 1                            28.425 METERS 00849     |
 LX1468| LX4589 ASTOR POINT LIGHT                   APPROX. 1.5 KM 0095645.2 |
 LX1468| CB2733 BECK RM 2                            28.000 METERS 18955     |
 LX1468| LX4601 GOLDBECK BRICK PLANT STACK          APPROX. 1.4 KM 2962620.0 |
 LX1468|---------------------------------------------------------------------|
 LX1468
 LX1468                          SUPERSEDED SURVEY CONTROL
 LX1468
 LX1468  NAD 83(1986)-  41 58 38.22090(N)    073 56 13.42674(W) AD(       ) 2
 LX1468  NAD 27      -  41 58 37.89000(N)    073 56 14.93600(W) AD(       ) 2
 LX1468  NGVD 29 (??/??/92)    2.158  (m)            7.08   (f) ADJ UNCH    1 2
 LX1468
 LX1468.Superseded values are not recommended for survey control.
 LX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1468.See file dsdata.txt to determine how the superseded data were derived.
 LX1468
 LX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8806247800(NAD 83)
 LX1468_MARKER: DS = TRIANGULATION STATION DISK
 LX1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1468_STAMPING: BECK 1934
 LX1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1468+STABILITY: SURFACE MOTION
 LX1468
 LX1468  HISTORY     - Date     Condition        Report By
 LX1468  HISTORY     - 1934     MONUMENTED       CGS
 LX1468  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX1468  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX1468  HISTORY     - 1955     GOOD             NGS
 LX1468  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX1468  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX1468  HISTORY     - 1975     GOOD             NGS
 LX1468
 LX1468                          STATION DESCRIPTION
 LX1468
 LX1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX1468'ON EASTERN SHORE OF HUDSON RIVER 0.9 MILE S OF ASTOR POINT
 LX1468'LIGHT ON NEW YORK CENTRAL RAILROAD.  STATION IS 94 FEET S OF
 LX1468'CONCRETE CULVERT AND 14 FEET W OF W RAIL.
 LX1468'
 LX1468'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX1468'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 LX1468'
 LX1468'REFERENCE MARK NO.1 IS 93 FEET N OF STATION IN SW WING WALL
 LX1468'OF CULVERT.
 LX1468'
 LX1468'REFERENCE MARK NO.2 IS 92 FEET S OF STATION AND 15 FEET W
 LX1468'OF W TRACK.
 LX1468
 LX1468                          STATION RECOVERY (1935)
 LX1468
 LX1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX1468'RECOVERED IN GOOD CONDITION EXCEPT DISTANCES ARE IN ERROR.
 LX1468'
 LX1468'THE CORRECT DISTANCES ARE SHOWN ON THE SKETCH WHICH WILL
 LX1468'ASSIST IN LOCATING THE STATION ON THE AERIAL PHOTOGRAPHS.
 LX1468
 LX1468                          STATION RECOVERY (1954)
 LX1468
 LX1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JHB)
 LX1468'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX1468'GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LX1468'ADDITIONS--
 LX1468'
 LX1468'UPON COMPLETION OF THE NEW BRIDGE FROM KINGSTON TO RHINEBECK,
 LX1468'THE STATION WILL BE APPROXIMATELY 200 YDS. N OF THE BRIDGE.
 LX1468'
 LX1468'TO REACH THE STATION (AT THE PRESENT TIME, MAY 1954) FROM THE
 LX1468'INTERSECTION OF ROUTES U.S. 9 AND N.Y. 9 G WHICH IS 2.4 MI. N OF
 LX1468'RHINEBECK, GO NW ON N.Y. 9 G FOR 2.3 MI. TO A MACADAM ROAD SHARP
 LX1468'LEFT, TURN LEFT AND GO 1.45 MI. TO A FARM ROAD RIGHT, TURN RIGHT
 LX1468'AND GO 0.75 MI. TO THE END OF TRUCK TRAVEL AT A STONE GATE.  FROM
 LX1468'HERE, PACK RIGHT THROUGH A GATE NW TO AN E-W FENCE, BEAR LEFT
 LX1468'FOLLOWING THE FENCE TO THE RAILROAD TRACKS, RIVER, AND THE
 LX1468'STATION 200 YDS. TO THE N.  ABOUT A 1/2-HR. PACK.
 LX1468
 LX1468                          STATION RECOVERY (1955)
 LX1468
 LX1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1468'1.6 MI S FROM BARRYTOWN.
 LX1468'ABOUT 1.65 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1468'THE STATION AT BARRYTOWN, ABOUT 0.2 MILE NORTH OF BRIDGE OVER
 LX1468'HUDSON RIVER AND TRACKS, (UNDER CONSTRUCTION IN 1955), SET IN
 LX1468'THE WEST BANK OF RAILROAD FILL, 11 1/2 FEET WEST OF WEST RAIL
 LX1468'OF WEST TRACK, 88 FEET SOUTH OF WEST END OF THE SOUTHWEST WING
 LX1468'WALL OF AN 8-FOOT CONCRETE BRIDGE UNDER TRACKS, 93 FEET SOUTH OF
 LX1468'RM NO. 1, ABOUT 4 FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP
 LX1468'OF A CONCRETE POST PROJECTING 4 INCHES.
 LX1468
 LX1468                          STATION RECOVERY (1975)
 LX1468
 LX1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX1468'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LX1468'CONDITION.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 LX1468'CHECKED.  VIEW FROM STATION IS GOOD FROM SOUTH CLOCKWISE TO NORTH.
 LX1468'
 LX1468'STATION IS LOCATED ALONG WEST SIDE OF RAILROAD TRACKS, 94 FEET
 LX1468'SOUTH FROM A CULVERT OVER THE INLET TO A LAGOON, OR POND ON EAST
 LX1468'SIDE OF THE RAILROAD, AND 800 FEET NORTH-NORTHEAST OF THE
 LX1468'KINGSTON-RHINECLIFF BRIDGE.  ALL MARKS ARE FLUSH WITH SURFACE.
 LX1468'
 LX1468'TO REACH STATION FROM THE RAILROAD STATION AT RHINECLIFF, GO
 LX1468'NORTHERLY ON ACCESS ROAD ALONG RAILROAD TRACKS FOR 4 MILES TO THE
 LX1468'STATION ON LEFT, OPPOSITE CENTER OF POND ON RIGHT.
 LX1468'
 LX1468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX1468'3-3/4 MILES NNW OF RHINEBECK.
 LX1468
 LX1468                          STATION RECOVERY (1975)
 LX1468
 LX1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 LX1468'STATION AND REFERENCE MARKS NO.1 AND NO.2 RECOVERED IN GOOD
 LX1468'CONDITION.  NOW LEADING TO AND PASSING THE STATION IS A TRACK
 LX1468'ROAD USED BY R/R CREWS WORKING ON THE LINE.
 LX1468
 LX1468                          STATION RECOVERY (1975)
 LX1468
 LX1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LX1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1469 ***********************************************************************
 LX1469  DESIGNATION -  BECK RM 1
 LX1469  PID         -  LX1469
 LX1469  STATE/COUNTY-  NY/DUTCHESS
 LX1469  USGS QUAD   -  KINGSTON EAST (1980)
 LX1469
 LX1469                         *CURRENT SURVEY CONTROL
 LX1469  ___________________________________________________________________
 LX1469* NAD 83(1986)-  41 58 37.     (N)    073 56 12.     (W)     SCALED    
 LX1469* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED  
 LX1469  ___________________________________________________________________
 LX1469  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX1469  DYNAMIC HT  -           1.972 (meters)       6.47  (feet)  COMP
 LX1469  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX1469
 LX1469  VERT ORDER  -  FIRST     CLASS II
 LX1469
 LX1469.The horizontal coordinates were scaled from a topographic map and have
 LX1469.an estimated accuracy of +/- 6 seconds.
 LX1469
 LX1469.The orthometric height was determined by differential leveling
 LX1469.and adjusted by the National Geodetic Survey in June 1991..
 LX1469
 LX1469.The geoid height was determined by GEOID03.
 LX1469
 LX1469.The dynamic height is computed by dividing the NAVD 88
 LX1469.geopotential number by the normal gravity value computed on the
 LX1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1469.degrees latitude (g = 980.6199 gals.).
 LX1469
 LX1469.The modeled gravity was interpolated from observed gravity values.
 LX1469
 LX1469;                    North         East    Units  Estimated Accuracy
 LX1469;SPC NY E     -   349,190.      196,690.      MT  (+/- 180 meters Scaled)
 LX1469
 LX1469                          SUPERSEDED SURVEY CONTROL
 LX1469
 LX1469  NGVD 29 (??/??/92)    2.210  (m)            7.25   (f) ADJ UNCH    1 2
 LX1469
 LX1469.Superseded values are not recommended for survey control.
 LX1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1469.See file dsdata.txt to determine how the superseded data were derived.
 LX1469
 LX1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM880477(NAD 83)
 LX1469_MARKER: DR = REFERENCE MARK DISK
 LX1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1469_SP_SET: CULVERT
 LX1469_STAMPING: BECK NO 1 1934
 LX1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1469
 LX1469  HISTORY     - Date     Condition        Report By
 LX1469  HISTORY     - 1934     MONUMENTED       CGS
 LX1469  HISTORY     - 1955     GOOD             NGS
 LX1469  HISTORY     - 1975     GOOD             NGS
 LX1469
 LX1469                          STATION DESCRIPTION
 LX1469
 LX1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1469'1.6 MI S FROM BARRYTOWN.
 LX1469'ABOUT 1.65 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1469'THE STATION AT BARRYTOWN, ABOUT 0.2 MILE NORTH OF BRIDGE OVER
 LX1469'HUDSON RIVER AND TRACKS, (UNDER CONSTRUCTION IN 1955), IN THE TOP
 LX1469'OF THE WEST END OF SOUTH CONCRETE ABUTMENT OF AN 8-FOOT CONCRETE
 LX1469'BOX CULVERT UNDER TRACKS, 14 FEET WEST OF WEST RAIL OF WEST
 LX1469'TRACK, 93 FEET NORTH OF STATION MARK AND ABOUT 3 1/2 FEET BELOW
 LX1469'LEVEL OF TRACKS.
 LX1469
 LX1469                          STATION RECOVERY (1975)
 LX1469
 LX1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LX1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0207 ***********************************************************************
 OG0207  DESIGNATION -  BECK USLS
 OG0207  PID         -  OG0207
 OG0207  STATE/COUNTY-  NY/NIAGARA
 OG0207  USGS QUAD   -  
 OG0207
 OG0207                         *CURRENT SURVEY CONTROL
 OG0207  ___________________________________________________________________
 OG0207* NAD 83(1986)-  43 04 29.     (N)    079 00 20.     (W)     SCALED    
 OG0207* NAVD 88     -       174.100  (meters)     571.19   (feet)  ADJUSTED  
 OG0207  ___________________________________________________________________
 OG0207  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OG0207  DYNAMIC HT  -         174.056 (meters)     571.05  (feet)  COMP
 OG0207  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 OG0207
 OG0207  VERT ORDER  -  FIRST     CLASS 0
 OG0207
 OG0207.The horizontal coordinates were scaled from a topographic map and have
 OG0207.an estimated accuracy of +/- 6 seconds.
 OG0207
 OG0207.The orthometric height was determined by differential leveling
 OG0207.and adjusted by the National Geodetic Survey in June 1991..
 OG0207.WARNING-Repeat measurements at this control monument indicate possible
 OG0207.vertical movement.
 OG0207
 OG0207.The geoid height was determined by GEOID03.
 OG0207
 OG0207.The dynamic height is computed by dividing the NAVD 88
 OG0207.geopotential number by the normal gravity value computed on the
 OG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0207.degrees latitude (g = 980.6199 gals.).
 OG0207
 OG0207.The modeled gravity was interpolated from observed gravity values.
 OG0207
 OG0207;                    North         East    Units  Estimated Accuracy
 OG0207;SPC NY W     -   341,560.      315,620.      MT  (+/- 180 meters Scaled)
 OG0207
 OG0207                          SUPERSEDED SURVEY CONTROL
 OG0207
 OG0207.No superseded survey control is available for this station.
 OG0207
 OG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH623710(NAD 83)
 OG0207_MARKER: B = BOLT
 OG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0207_SP_SET: CONCRETE TOWER FOOTING
 OG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0207
 OG0207  HISTORY     - Date     Condition        Report By
 OG0207  HISTORY     - UNK      MONUMENTED       USLS
 OG0207  HISTORY     - 1970     GOOD             USLS
 OG0207  HISTORY     - 1977     GOOD             NGS
 OG0207
 OG0207                          STATION DESCRIPTION
 OG0207
 OG0207'DESCRIBED BY US LAKE SURVEY 1970
 OG0207'IN NIAGARA FALLS.
 OG0207'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, 2.9 MILES EAST OF
 OG0207'GOAT ISLAND BRIDGE OVER THE ROBERT MOSES PARKWAY, ON SOUTH SIDE OF
 OG0207'PARKWAY, 160 FEET SOUTHEAST OF LIGHT POLE NO. 1-11-F, 122 FEET
 OG0207'NORTHWEST OF NORTHWEST CORNER OF NIAGARA FALLS WATER FILTRATION PLANT
 OG0207'PUMPING STATION, 111 FEET SOUTHWEST OF LIGHT POLE NO. 1-12-F, 76.2
 OG0207'FEET SOUTH OF SOUTH FACE OF GUARD RAIL, 1 FOOT ABOVE THE GROUND
 OG0207'SURFACE, BEING HIGHEST POINT OVER A CROSS CUT INTO THE TOP OF THE
 OG0207'MOST SOUTHERLY BOLT IN THE SOUTH CONCRETE TOWER FOOTING.
 OG0207
 OG0207                          STATION RECOVERY (1977)
 OG0207
 OG0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5758 ***********************************************************************
 LX5758  DESIGNATION -  BECKER WINDMILL
 LX5758  PID         -  LX5758
 LX5758  STATE/COUNTY-  NY/SUFFOLK
 LX5758  USGS QUAD   -  SOUTHOLD (1956)
 LX5758
 LX5758                         *CURRENT SURVEY CONTROL
 LX5758  ___________________________________________________________________
 LX5758* NAD 83(1996)-  41 03 50.27850(N)    072 22 32.11153(W)     ADJUSTED  
 LX5758* NAVD 88     -                                                        
 LX5758  ___________________________________________________________________
 LX5758  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LX5758  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX5758
 LX5758  HORZ ORDER  -  THIRD
 LX5758
 LX5758.The horizontal coordinates were established by classical geodetic methods
 LX5758.and adjusted by the National Geodetic Survey in January 1999..
 LX5758
 LX5758
 LX5758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5758
 LX5758.The geoid height was determined by GEOID03.
 LX5758
 LX5758;                    North         East     Units Scale Factor Converg.
 LX5758;SPC NY L     -   100,909.254   436,530.539   MT  1.00000185   +1 03 45.0
 LX5758;SPC NY L     -   331,066.44  1,432,183.94   sFT  1.00000185   +1 03 45.0
 LX5758;SPC CT       -   178,081.855   336,271.903   MT  1.00001653   +0 14 53.7
 LX5758;SPC CT       -   584,256.89  1,103,252.07   sFT  1.00001653   +0 14 53.7
 LX5758;UTM  18      - 4,549,176.754   720,514.374   MT  1.00019852   +1 43 28.8
 LX5758
 LX5758                          SUPERSEDED SURVEY CONTROL
 LX5758
 LX5758  NAD 83(1996)-  41 03 50.27869(N)    072 22 32.11163(W) AD(       ) 4
 LX5758  NAD 83(1992)-  41 03 50.27741(N)    072 22 32.11098(W) AD(       ) 4
 LX5758  NAD 83(1986)-  41 03 50.27998(N)    072 22 32.11641(W) AD(       ) 4
 LX5758  NAD 27      -  41 03 49.91700(N)    072 22 33.82000(W) AD(       ) 3
 LX5758
 LX5758.Superseded values are not recommended for survey control.
 LX5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5758.See file dsdata.txt to determine how the superseded data were derived.
 LX5758
 LX5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2051449177(NAD 83)
 LX5758
 LX5758  HISTORY     - Date     Condition        Report By
 LX5758  HISTORY     - 1933     MONUMENTED       CGS
 LX5758  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5758
 LX5758                          STATION DESCRIPTION
 LX5758
 LX5758'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5758'THIS STATION IS LOCATED ON THE PROPERTY OF MRS. J.F. BECKER ON THE
 LX5758'CORNER OF BELVADEER LANE AND NOSTRAND AVENUE ON THE W SIDE OF
 LX5758'SHELTER ISLAND.  IT IS AN OCTAGONAL GRAY WOOD-SHINGLED STRUCTURE
 LX5758'HAVING A PYRAMIDAL ROOF WITH A WHITE RAILING NEAR ITS
 LX5758'TOP.  SURMOUNTING THE POINTED ROOF IS THE WHEEL AND VANE OF THE
 LX5758'WINDMILL.  CENTER IS THE POINTED ROOF, APPROXIMATELY 50 FEET
 LX5758'ABOVE GROUND.
 LX5758
 LX5758                          STATION RECOVERY (1962)
 LX5758
 LX5758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5758'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PROPERTY
 LX5758'IS NOW OWNED BY W. U. BECKER.  THE STATION IS A GRAY WOOD-SHINGLED
 LX5758'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2546 ***********************************************************************
 KU2546  DESIGNATION -  BECKMANS FLORIST BRICK STACK
 KU2546  PID         -  KU2546
 KU2546  STATE/COUNTY-  NY/SUFFOLK
 KU2546  USGS QUAD   -  NORTHPORT (1979)
 KU2546
 KU2546                         *CURRENT SURVEY CONTROL
 KU2546  ___________________________________________________________________
 KU2546* NAD 83(1996)-  40 52 33.77775(N)    073 18 00.52049(W)     ADJUSTED  
 KU2546* NAVD 88     -                                                        
 KU2546  ___________________________________________________________________
 KU2546  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 KU2546  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 KU2546
 KU2546  HORZ ORDER  -  THIRD
 KU2546
 KU2546.The horizontal coordinates were established by classical geodetic methods
 KU2546.and adjusted by the National Geodetic Survey in January 1999..
 KU2546
 KU2546
 KU2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2546
 KU2546.The geoid height was determined by GEOID03.
 KU2546
 KU2546;                    North         East     Units Scale Factor Converg.
 KU2546;SPC NY L     -    79,010.213   358,991.713   MT  0.99999500   +0 27 27.9
 KU2546;SPC NY L     -   259,219.34  1,177,791.98   sFT  0.99999500   +0 27 27.9
 KU2546;SPC CT       -   157,291.845   258,425.553   MT  1.00004853   -0 21 53.2
 KU2546;SPC CT       -   516,048.33    847,851.17   sFT  1.00004853   -0 21 53.2
 KU2546;UTM  18      - 4,526,388.187   643,230.984   MT  0.99985251   +1 06 45.4
 KU2546
 KU2546                          SUPERSEDED SURVEY CONTROL
 KU2546
 KU2546  NAD 83(1996)-  40 52 33.78004(N)    073 18 00.51976(W) AD(       ) 4
 KU2546  NAD 83(1992)-  40 52 33.77925(N)    073 18 00.51859(W) AD(       ) 4
 KU2546  NAD 83(1986)-  40 52 33.78137(N)    073 18 00.52086(W) AD(       ) 4
 KU2546  NAD 27      -  40 52 33.42500(N)    073 18 02.11100(W) AD(       ) 3
 KU2546
 KU2546.Superseded values are not recommended for survey control.
 KU2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2546.See file dsdata.txt to determine how the superseded data were derived.
 KU2546
 KU2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4323126388(NAD 83)
 KU2546_MARKER: 63 = STACK
 KU2546
 KU2546  HISTORY     - Date     Condition        Report By
 KU2546  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2546
 KU2546                          STATION DESCRIPTION
 KU2546
 KU2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2546'STATION IS STACK AT BECKMANS FLORIST ON S SIDE OF PULASKI ROAD AND
 KU2546'E OF EAST NORTHPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0022 ***********************************************************************
 PJ0022  DESIGNATION -  BED
 PJ0022  PID         -  PJ0022
 PJ0022  STATE/COUNTY-  NY/JEFFERSON
 PJ0022  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0022
 PJ0022                         *CURRENT SURVEY CONTROL
 PJ0022  ___________________________________________________________________
 PJ0022* NAD 83(1986)-  44 03 23.     (N)    076 15 45.     (W)     SCALED    
 PJ0022* NAVD 88     -        89.468  (meters)     293.53   (feet)  ADJUSTED  
 PJ0022  ___________________________________________________________________
 PJ0022  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PJ0022  DYNAMIC HT  -          89.455 (meters)     293.49  (feet)  COMP
 PJ0022  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 PJ0022
 PJ0022  VERT ORDER  -  FIRST     CLASS II
 PJ0022
 PJ0022.The horizontal coordinates were scaled from a topographic map and have
 PJ0022.an estimated accuracy of +/- 6 seconds.
 PJ0022
 PJ0022.The orthometric height was determined by differential leveling
 PJ0022.and adjusted by the National Geodetic Survey in June 1991..
 PJ0022
 PJ0022.The geoid height was determined by GEOID03.
 PJ0022
 PJ0022.The dynamic height is computed by dividing the NAVD 88
 PJ0022.geopotential number by the normal gravity value computed on the
 PJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0022.degrees latitude (g = 980.6199 gals.).
 PJ0022
 PJ0022.The modeled gravity was interpolated from observed gravity values.
 PJ0022
 PJ0022;                    North         East    Units  Estimated Accuracy
 PJ0022;SPC NY C     -   450,580.      275,710.      MT  (+/- 180 meters Scaled)
 PJ0022
 PJ0022                          SUPERSEDED SURVEY CONTROL
 PJ0022
 PJ0022  NGVD 29 (??/??/92)   89.61   (m)          294.0    (f) COMPUTED    1 2
 PJ0022
 PJ0022.Superseded values are not recommended for survey control.
 PJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0022.See file dsdata.txt to determine how the superseded data were derived.
 PJ0022
 PJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP988789(NAD 83)
 PJ0022_MARKER: Z = SEE DESCRIPTION
 PJ0022_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0022_SP_SET: BED ROCK
 PJ0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0022+STABILITY: POSITION/ELEVATION WELL
 PJ0022
 PJ0022  HISTORY     - Date     Condition        Report By
 PJ0022  HISTORY     - UNK      MONUMENTED       USLS
 PJ0022  HISTORY     - 1967     GOOD             NGS
 PJ0022
 PJ0022                          STATION DESCRIPTION
 PJ0022
 PJ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0022'3.9 MI SW FROM THREE MILE BAY.
 PJ0022'BED IS IN JEFFERSON COUNTY, NEW YORK, 3.9 MILES WEST OF POST OFFICE
 PJ0022'AT THREE MILE BAY, ABOUT 1.9 MILES SOUTHWEST OF
 PJ0022'INTERSECTION OF HIGHWAY NO. 12E AND POINT PENINSULA ROAD (COUNTY ROAD
 PJ0022'NO. 57), 78.1 FEET SOUTHWEST OF UTILITY POLE NO. 76, 63.1 FEET
 PJ0022'NORTHEAST OF UTILITY POLE NO. 77, 59.4 FEET WEST OF WEST CORNER OF A
 PJ0022'15-INCH SQUARE STONE PILLAR, 25.8 FEET SOUTHEAST OF A 20-INCH ELM,
 PJ0022'16 FEET NORTHWEST OF CENTERLINE OF POINT PENINSULA ROAD, 1/2 FOOT
 PJ0022'BELOW THE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 PJ0022'BRONZE DISC SET INTO BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3974 ***********************************************************************
 LX3974  DESIGNATION -  BEDFORD VILLAGE PRESB CH SPIRE
 LX3974  PID         -  LX3974
 LX3974  STATE/COUNTY-  NY/WESTCHESTER
 LX3974  USGS QUAD   -  MOUNT KISCO (1975)
 LX3974
 LX3974                         *CURRENT SURVEY CONTROL
 LX3974  ___________________________________________________________________
 LX3974* NAD 83(1996)-  41 12 11.41875(N)    073 38 33.55033(W)     ADJUSTED  
 LX3974* NAVD 88     -                                                        
 LX3974  ___________________________________________________________________
 LX3974  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 LX3974  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX3974
 LX3974  HORZ ORDER  -  THIRD
 LX3974
 LX3974.The horizontal coordinates were established by classical geodetic methods
 LX3974.and adjusted by the National Geodetic Survey in January 1999..
 LX3974
 LX3974
 LX3974.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3974
 LX3974.The geoid height was determined by GEOID03.
 LX3974
 LX3974;                    North         East     Units Scale Factor Converg.
 LX3974;SPC NY E     -   263,463.130   221,904.273   MT  0.99996361   +0 33 53.2
 LX3974;SPC NY E     -   864,378.62    728,030.94   sFT  0.99996361   +0 33 53.2
 LX3974;UTM  18      - 4,562,199.546   613,805.142   MT  0.99975940   +0 53 39.2
 LX3974
 LX3974                          SUPERSEDED SURVEY CONTROL
 LX3974
 LX3974  NAD 83(1996)-  41 12 11.41914(N)    073 38 33.55050(W) AD(       ) 4
 LX3974  NAD 83(1992)-  41 12 11.41834(N)    073 38 33.55048(W) AD(       ) 4
 LX3974  NAD 83(1986)-  41 12 11.42043(N)    073 38 33.55094(W) AD(       ) 4
 LX3974  NAD 27      -  41 12 11.07681(N)    073 38 35.08723(W) AD(       ) 3
 LX3974
 LX3974.Superseded values are not recommended for survey control.
 LX3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3974.See file dsdata.txt to determine how the superseded data were derived.
 LX3974
 LX3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1380562200(NAD 83)
 LX3974
 LX3974  HISTORY     - Date     Condition        Report By
 LX3974  HISTORY     - 1966     MONUMENTED       CGS
 LX3974  HISTORY     - 1987     GOOD             USPSQD
 LX3974
 LX3974                          STATION DESCRIPTION
 LX3974
 LX3974'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3974'THE STATION IS THE TOP OF THE GRAY OCTAGON SHAPED SPIRE WHICH
 LX3974'SITS ON THE MAIN STRUCTURE OF THE WOOD FRAM BUILDING.  IT IS
 LX3974'LOCATED IN THE CENTER OF BEDFORD VILLAGE, ABOUT 0.05 MILE NORTHWEST
 LX3974'OF THE JUNCTION OF POUND RIDGE ROAD AND THE OLD POST ROAD AND
 LX3974'ADJACENT TO THE BEDFORD VILLAGE POST OFFICE.  THE OVERALL HEIGHT
 LX3974'OF THE STRUCTURE IS ABOUT 95 FEET.
 LX3974
 LX3974                          STATION RECOVERY (1987)
 LX3974
 LX3974'RECOVERY NOTE BY US POWER SQUADRON 1987 (JS)
 LX3974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4228 ***********************************************************************
 KV4228  DESIGNATION -  BEDLOE IS STATUE LIBERTY PED
 KV4228  PID         -  KV4228
 KV4228  STATE/COUNTY-  NY/NEW YORK
 KV4228  USGS QUAD   -  JERSEY CITY (1981)
 KV4228
 KV4228                         *CURRENT SURVEY CONTROL
 KV4228  ___________________________________________________________________
 KV4228* NAD 83(1996)-  40 41 21.27762(N)    074 02 40.36761(W)     ADJUSTED  
 KV4228* NAVD 88     -                                                        
 KV4228  ___________________________________________________________________
 KV4228  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 KV4228  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV4228
 KV4228  HORZ ORDER  -  THIRD
 KV4228
 KV4228.The horizontal coordinates were established by classical geodetic methods
 KV4228.and adjusted by the National Geodetic Survey in January 1999..
 KV4228
 KV4228
 KV4228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4228
 KV4228.The geoid height was determined by GEOID03.
 KV4228
 KV4228;                    North         East     Units Scale Factor Converg.
 KV4228;SPC NY E     -   206,141.008   188,495.282   MT  0.99991823   +0 17 49.0
 KV4228;SPC NY E     -   676,314.29    618,421.60   sFT  0.99991823   +0 17 49.0
 KV4228;SPC NJ       -   206,141.008   188,495.282   MT  0.99991823   +0 17 49.0
 KV4228;SPC NJ       -   676,314.29    618,421.60   sFT  0.99991823   +0 17 49.0
 KV4228;UTM  18      - 4,504,699.983   580,731.884   MT  0.99968022   +0 37 22.6
 KV4228
 KV4228                          SUPERSEDED SURVEY CONTROL
 KV4228
 KV4228  NAD 83(1996)-  40 41 21.27729(N)    074 02 40.36851(W) AD(       ) 4
 KV4228  NAD 83(1992)-  40 41 21.27697(N)    074 02 40.36898(W) AD(       ) 4
 KV4228  NAD 83(1986)-  40 41 21.27718(N)    074 02 40.36855(W) AD(       ) 4
 KV4228  NAD 27      -  40 41 20.90800(N)    074 02 41.85900(W) AD(       ) 3
 KV4228
 KV4228.Superseded values are not recommended for survey control.
 KV4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4228.See file dsdata.txt to determine how the superseded data were derived.
 KV4228
 KV4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8073204700(NAD 83)
 KV4228
 KV4228  HISTORY     - Date     Condition        Report By
 KV4228  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4228  HISTORY     - 1985     GOOD             USPSQD
 KV4228  HISTORY     - 19940830 GOOD             USPSQD
 KV4228  HISTORY     - 20010419 MARK NOT FOUND   USPSQD
 KV4228  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 KV4228
 KV4228                          STATION DESCRIPTION
 KV4228
 KV4228'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4228'THE STATION IS THE CENTER OF THE LARGE, RED-STONE PEDESTAL BASE
 KV4228'SUPPORTING THE STATUE OF LIBERTY.
 KV4228
 KV4228                          STATION RECOVERY (1985)
 KV4228
 KV4228'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4228'STATION FOUND GOOD.
 KV4228'
 KV4228'ISLAND NAME HAS BEEN CHANGED TO LIBERTY ISLAND.
 KV4228'
 KV4228'AREA IS NOW BEING REBUILT AND WILL BE COMPLETED 1986.
 KV4228
 KV4228                          STATION RECOVERY (1994)
 KV4228
 KV4228'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4228'RECOVERED IN GOOD CONDITION.
 KV4228
 KV4228                          STATION RECOVERY (2001)
 KV4228
 KV4228'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4228'MARK NOT FOUND.
 KV4228
 KV4228                          STATION RECOVERY (2002)
 KV4228
 KV4228'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KV4228'UNABLE TO RECOVER.  NATIONAL PARK SERVICE HAS THE STATUE OF LIBERTY
 KV4228'OFF LIMITS TO ALL VISITORS DUE TO THE SEPTEMBER 11, 2001 TRAGEDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1085 ***********************************************************************
 OG1085  DESIGNATION -  BEEBE
 OG1085  PID         -  OG1085
 OG1085  STATE/COUNTY-  NY/NIAGARA
 OG1085  USGS QUAD   -  
 OG1085
 OG1085                         *CURRENT SURVEY CONTROL
 OG1085  ___________________________________________________________________
 OG1085* NAD 83(1996)-  43 19 59.72667(N)    078 45 03.05240(W)     ADJUSTED  
 OG1085* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 OG1085  ___________________________________________________________________
 OG1085  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OG1085  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 OG1085
 OG1085  HORZ ORDER  -  THIRD
 OG1085
 OG1085.The horizontal coordinates were established by classical geodetic methods
 OG1085.and adjusted by the National Geodetic Survey in January 1999..
 OG1085.No horizontal observational check was made to the station.
 OG1085
 OG1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1085
 OG1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1085
 OG1085.The geoid height was determined by GEOID03.
 OG1085
 OG1085;                    North         East     Units Scale Factor Converg.
 OG1085;SPC NY W     -   370,204.902   336,415.602   MT  0.99993977   -0 06 53.8
 OG1085;SPC NY W     - 1,214,580.58  1,103,723.52   sFT  0.99993977   -0 06 53.8
 OG1085;UTM  17      - 4,800,280.092   682,333.602   MT  1.00000897   +1 32 38.0
 OG1085
 OG1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1085!SPC NY W     -   0.99999254  x   0.99993977  =   0.99993231
 OG1085!UTM  17      -   0.99999254  x   1.00000897  =   1.00000151
 OG1085
 OG1085                          SUPERSEDED SURVEY CONTROL
 OG1085
 OG1085  NAD 83(1986)-  43 19 59.73251(N)    078 45 03.05281(W) AD(       ) 3
 OG1085  NGVD 29 (05/23/89)   84.     (m)          276.     (f) VERT ANG       
 OG1085
 OG1085.Superseded values are not recommended for survey control.
 OG1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1085.See file dsdata.txt to determine how the superseded data were derived.
 OG1085
 OG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ8233400280(NAD 83)
 OG1085_MARKER: DE = TRAVERSE STATION DISK
 OG1085_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OG1085_SP_SET: OBJECT DRIVEN INTO GROUND
 OG1085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1085
 OG1085  HISTORY     - Date     Condition        Report By
 OG1085  HISTORY     - 1982     MONUMENTED       NOS
 OG1085
 OG1085                          STATION DESCRIPTION
 OG1085
 OG1085'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1085'THE STATION IS LOCATED NEAR THE SOUTHERN SHORELINE OF LAKE ONTARIO
 OG1085'BETWEEN THE TOWNS OF OLCOTT AND WILSON.
 OG1085'
 OG1085'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 18 AND 78
 OG1085'IN OLCOTT GO WEST ON HIGHWAY 18 FOR 3.8 KILOMETERS (2.4 MILES)
 OG1085'TO A GRAVEL ROAD TO THE RIGHT, SIGNED AS FIRE LANE
 OG1085'NUMBER 5.  TURN RIGHT ONTO THE GRAVEL ROAD AND GO NORTH FOR A
 OG1085'SHORT DISTANCE TO A TEE INTERSECTION.  THIS TEE INTERSECTION
 OG1085'IS A CIRCLE ROAD AND BEGINS AND END AT THIS POINT.  TURN RIGHT
 OG1085'AT THIS CIRCLE ROAD AND FOLLOW IT FIRST EASTERLY THAN NORTHERLY
 OG1085'TO A TWO STORY STUCCO HOUSE ON THE RIGHT.  THE HOUSE HAS A
 OG1085'FLEUR DE LIS PAINTED ON THE GARAGE AND FRONT DOOR.  PARK
 OG1085'NEAR THE HOUSE AND WALK AROUND THE HOUSE TO THE LAKE SIDE
 OG1085'AND THE AREA OF THE STATION JUST NORTH OF THE HOUSE ON A HIGH
 OG1085'BLUFF.
 OG1085'
 OG1085'THE STATION IS A 42 INCH ALUMINUM ROD
 OG1085'DRIVEN FLUSH WITH THE EXISTING GROUND.
 OG1085'IT IS LOCATED
 OG1085'5.61 METERS (18.4 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 OG1085'HOUSE,
 OG1085'2.96 METERS (9.7 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 OG1085'HOUSE,
 OG1085'2.0 METERS (6.5 FT) SOUTH FROM THE EDGE OF THE BLUFF.
 OG1085'
 OG1085'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1760 ***********************************************************************
 OD1760  DESIGNATION -  BEECH
 OD1760  PID         -  OD1760
 OD1760  STATE/COUNTY-  NY/ESSEX
 OD1760  USGS QUAD   -  THE GLEN (1968)
 OD1760
 OD1760                         *CURRENT SURVEY CONTROL
 OD1760  ___________________________________________________________________
 OD1760* NAD 83(1996)-  43 49 21.94387(N)    073 50 14.79888(W)     ADJUSTED  
 OD1760* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 OD1760  ___________________________________________________________________
 OD1760  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 OD1760  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OD1760
 OD1760  HORZ ORDER  -  SECOND
 OD1760
 OD1760.The horizontal coordinates were established by classical geodetic methods
 OD1760.and adjusted by the National Geodetic Survey in January 1999..
 OD1760
 OD1760.The orthometric height was scaled from a topographic map.
 OD1760
 OD1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1760
 OD1760.The geoid height was determined by GEOID03.
 OD1760
 OD1760;                    North         East     Units Scale Factor Converg.
 OD1760;SPC NY E     -   554,285.672   203,293.743   MT  0.99993492   +0 27 31.6
 OD1760;SPC NY E     - 1,818,518.91    666,972.89   sFT  0.99993492   +0 27 31.6
 OD1760;UTM  18      - 4,852,844.492   593,484.173   MT  0.99970749   +0 48 18.2
 OD1760
 OD1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1760!SPC NY E     -   0.99989975  x   0.99993492  =   0.99983467
 OD1760!UTM  18      -   0.99989975  x   0.99970749  =   0.99960727
 OD1760
 OD1760|---------------------------------------------------------------------|
 OD1760| PID    Reference Object                     Distance      Geod. Az  |
 OD1760|                                                           dddmmss.s |
 OD1760| DA3002 BEECH RM 1                           16.440 METERS 02421     |
 OD1760| DA3001 BEECH AZ MK                                        0292104.2 |
 OD1760| DA3003 BEECH RM 2                           23.781 METERS 25232     |
 OD1760|---------------------------------------------------------------------|
 OD1760
 OD1760                          SUPERSEDED SURVEY CONTROL
 OD1760
 OD1760  NAD 83(1996)-  43 49 21.94806(N)    073 50 14.79839(W) AD(       ) 2
 OD1760  NAD 83(1992)-  43 49 21.94594(N)    073 50 14.80053(W) AD(       ) 2
 OD1760  NAD 83(1986)-  43 49 21.94901(N)    073 50 14.80133(W) AD(       ) 2
 OD1760  NAD 27      -  43 49 21.72700(N)    073 50 16.33400(W) AD(       ) 2
 OD1760
 OD1760.Superseded values are not recommended for survey control.
 OD1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1760.See file dsdata.txt to determine how the superseded data were derived.
 OD1760
 OD1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP9348452844(NAD 83)
 OD1760
 OD1760  HISTORY     - Date     Condition        Report By
 OD1760  HISTORY     - 1942     MONUMENTED       CGS
 OD1760  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OD1760  HISTORY     - 1978     GOOD             NGS
 OD1760
 OD1760                          STATION DESCRIPTION
 OD1760
 OD1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OD1760'THIS STATION IS ABOUT 4 MILES WEST BY SOUTH OF THE CITY OF
 OD1760'SCHROON LAKE, ON THE SUMMIT OF A WOODED HILL KNOWN AS BEECH HILL
 OD1760'AND ON THE PROPERTY OF LAWRENCE TOWNSEND.  IT IS IN THE SMALL
 OD1760'CLEARING ON THE HIGHEST PART OF THE HILL AND IS SET IN A DRILL
 OD1760'HOLE IN THE BEDROCK WHICH COVERS THE SUMMIT.  IT IS STAMPED BEECH
 OD1760'1942.
 OD1760'
 OD1760'R.M. NO.1 IS NORTH-NORTHEAST OF THE STATION AND ABOUT 2 FEET
 OD1760'LOWER.  IT IS STAMPED BEECH NO 1 1942.  R.M. NO.2 IS WEST-SOUTHWEST
 OD1760'OF THE STATION AND IS ABOUT 1 FOOT LOWER.  IT IS STAMPED BEECH NO
 OD1760'2 1942.
 OD1760'
 OD1760'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTHEAST BY NORTH OF THE
 OD1760'STATION, 100 YARDS NORTH OF THE OLD SKI TRAIL TO THE STATION AND
 OD1760'ON THE HIGHEST POINT OF THE NORTHEAST END OF THE RIDGE ON WHICH
 OD1760'THE STATION IS LOCATED.  IT IS STAMPED BEECH 1942.
 OD1760'
 OD1760'TO REACH FROM THE CENTER OF TOWN IN SCHROON LAKE, GO SOUTH ON
 OD1760'U.S. HIGHWAY 9 FOR 1.25 MILES AND TURN RIGHT OFF THE HIGHWAY, ON
 OD1760'A SIDE ROAD AT A SIGN SEAGLE COLONY.  GO 0.75 MILE AND TAKE A LEFT
 OD1760'FORK, GO 2.45 MILES AND TAKE A RIGHT FORK AT A SIGN BEECH HILL
 OD1760'FARM, GO 0.1 MILE TO A DESERTED FARM HOUSE ON THE LEFT AND THE
 OD1760'END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE OLD SKI TRAIL AND
 OD1760'BLAZES WEST, NORTH AND THEN WEST AGAIN TO THE SUMMIT OF THE
 OD1760'HILL AND THE STATION.  IT IS ABOUT 45 MINUTES PACK.
 OD1760'
 OD1760'4-FOOT SIGNALS AT BOREAS, PARADOX, PHARAOH, AND CAT ARE VISIBLE
 OD1760'AT 40 FEET.  A 64-FOOT SIGNAL AT HENDERSON IS VISIBLE AT 40 FEET.
 OD1760'
 OD1760'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 OD1760
 OD1760                          STATION RECOVERY (1943)
 OD1760
 OD1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1760'THE STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 OD1760'AND FOUND IN GOOD CONDITION.  STATION MARK, NOTE 2, REFERENCE AND
 OD1760'AZIMUTH MARKS, NOTE 12A.  ORIGINAL DESCRIPTION SUBMITTED BY
 OD1760'LT. F.B. QUINN IN 1942 IS ADEQUATE.
 OD1760'
 OD1760'OBSERVATIONS MADE FROM A 40-FOOT TOWER.
 OD1760
 OD1760                          STATION RECOVERY (1978)
 OD1760
 OD1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OD1760'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OD1760'RECOVERED.  THE STATION MARK DISK HAS BEEN DAMAGED BY VANDALS BUT
 OD1760'REMAINS SOLID.  A NEW DESCRIPTION FOLLOWS.
 OD1760'
 OD1760'THE STATION IS LOCATED ABOUT 4 MILES WEST OF SCHROON LAKE, ON A HIGH
 OD1760'WOODED HILL KNOWN AS BEECH HILL.  THE PROPERTY IS OWNED BY MR. MARTIN
 OD1760'W KORN WHO LIVES IN SCHROON LAKE.  THE STATION MAY BE SLIGHTLY TO THE
 OD1760'SOUTHEAST OF THE HIGHEST PART OF HILL.
 OD1760'
 OD1760'TO REACH THE STATION FROM THE POST OFFICE IN SCHROON LAKE, GO SOUTH
 OD1760'ON U.S. HIGHWAY 9 FOR 1.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 OD1760'GO WEST ON CHARLIE HILL ROAD FOR 0.65 MILE TO A FORK.  TAKE THE LEFT
 OD1760'FORK AND CONTINUE WEST ON A PAVED AND GRAVELED ROAD FOR 2.45 MILES
 OD1760'TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE
 OD1760'TO A LARGE RED HOUSE ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 OD1760'WEST, NORTH AND WEST TO THE TOP OF THE MOUNTAIN AND THE STATION.  TO
 OD1760'REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTH-NORTHEAST TO THE
 OD1760'MARK IN A LARGE EXPOSED ROCK OUTCROP, IN A CLEARING ON THE NORTHEAST
 OD1760'END OF THE MOUNTAIN.
 OD1760'
 OD1760'THE STATION MARK STAMPED---BEECH 1942---IS A STANDARD DISK CEMENTED
 OD1760'IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 27 FEET SOUTH OF A
 OD1760'12-INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED, 26 FEET EAST
 OD1760'OF A MULTIPLE TRUNKED BIRCH TREE AND 1-FOOT WEST OF A 3 FEET HIGH
 OD1760'CAIRN.
 OD1760'
 OD1760'REFERENCE MARK 1 STAMPED---BEECH NO 1 1942---IS A STANDARD DISK
 OD1760'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 2 FEET LOWER THAN
 OD1760'THE STATION MARK.  IT IS 32 FEET NORTHEAST OF THE OAK TREE AND 7
 OD1760'FEET NORTH OF A 4-INCH SPRUCE TREE.
 OD1760'
 OD1760'REFERENCE MARK 2 STAMPED---BEECH NO 2 1942---IS A STANDARD DISK
 OD1760'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 2 FEET HIGHER THAN
 OD1760'THE STATION MARK.  IT IS 54 FEET WEST-SOUTHWEST OF THE BIRCH TREE AND
 OD1760'4 FEET SOUTHWEST OF A SMALL CAIRN.
 OD1760'
 OD1760'THE AZIMUTH MARK STAMPED---BEECH 1942---IS A STANDARD DISK CEMENTED
 OD1760'IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 34 FEET SOUTHWEST OF A
 OD1760'10-INCH SPRUCE TREE AND 1-FOOT NORTH OF A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1835 ***********************************************************************
 OF1835  DESIGNATION -  BEECHWOOD 1925
 OF1835  PID         -  OF1835
 OF1835  STATE/COUNTY-  NY/MONROE
 OF1835  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1835
 OF1835                         *CURRENT SURVEY CONTROL
 OF1835  ___________________________________________________________________
 OF1835* NAD 83(1996)-  43 09 40.67755(N)    077 34 35.78466(W)     ADJUSTED  
 OF1835* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 OF1835  ___________________________________________________________________
 OF1835  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OF1835  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OF1835
 OF1835  HORZ ORDER  -  SECOND
 OF1835
 OF1835.The horizontal coordinates were established by classical geodetic methods
 OF1835.and adjusted by the National Geodetic Survey in January 1999..
 OF1835
 OF1835.The orthometric height was scaled from a topographic map.
 OF1835
 OF1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1835
 OF1835.The geoid height was determined by GEOID03.
 OF1835
 OF1835;                    North         East     Units Scale Factor Converg.
 OF1835;SPC NY W     -   351,580.380   431,869.557   MT  1.00001992   +0 41 19.3
 OF1835;SPC NY W     - 1,153,476.63  1,416,892.04   sFT  1.00001992   +0 41 19.3
 OF1835;UTM  18      - 4,781,950.055   290,530.573   MT  1.00013979   -1 45 47.4
 OF1835
 OF1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1835!SPC NY W     -   0.99998225  x   1.00001992  =   1.00000217
 OF1835!UTM  18      -   0.99998225  x   1.00013979  =   1.00012203
 OF1835
 OF1835:                Primary Azimuth Mark                     Grid Az
 OF1835:SPC NY W     -  SIDNEY 1925                              100 33 27.6
 OF1835:UTM  18      -  SIDNEY 1925                              103 00 34.3
 OF1835
 OF1835|---------------------------------------------------------------------|
 OF1835| PID    Reference Object                     Distance      Geod. Az  |
 OF1835|                                                           dddmmss.s |
 OF1835| OF1831 SIDNEY 1925                         456.743 METERS 1011446.9 |
 OF1835|---------------------------------------------------------------------|
 OF1835
 OF1835                          SUPERSEDED SURVEY CONTROL
 OF1835
 OF1835  NAD 83(1986)-  43 09 40.68591(N)    077 34 35.78405(W) AD(       ) 2
 OF1835  NAD 27      -  43 09 40.46300(N)    077 34 36.78700(W) AD(       ) 2
 OF1835
 OF1835.Superseded values are not recommended for survey control.
 OF1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1835.See file dsdata.txt to determine how the superseded data were derived.
 OF1835
 OF1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9053181950(NAD 83)
 OF1835
 OF1835  HISTORY     - Date     Condition        Report By
 OF1835  HISTORY     - 1925     MONUMENTED       CGS
 OF1835  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1835
 OF1835                          STATION DESCRIPTION
 OF1835
 OF1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1835'IN ROCHESTER, AT THE NORTHEAST CORNER OF BEECHWOOD STREET AND
 OF1835'MAIN STREET EAST, 3.98 METERS NORTH OF THE CURB ON THE NORTH
 OF1835'SIDE OF MAIN STREET EAST, AND 5.65 METERS EAST OF THE CURB
 OF1835'ON THE EAST SIDE OF BEECHWOOD STREET.  STATION IS SET AS DESCRIBED
 OF1835'IN NOTE D-1, EXCEPT THAT THE TOP OF THE PIPE IS 3 INCHES BELOW
 OF1835'THE COVER.
 OF1835
 OF1835                          STATION RECOVERY (1977)
 OF1835
 OF1835'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1835'BEECHWOOD GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2629 ***********************************************************************
 KU2629  DESIGNATION -  BEHR
 KU2629  PID         -  KU2629
 KU2629  STATE/COUNTY-  NY/NASSAU
 KU2629  USGS QUAD   -  HUNTINGTON (1979)
 KU2629
 KU2629                         *CURRENT SURVEY CONTROL
 KU2629  ___________________________________________________________________
 KU2629* NAD 83(1996)-  40 50 50.10145(N)    073 28 22.42284(W)     ADJUSTED  
 KU2629* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 KU2629  ___________________________________________________________________
 KU2629  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KU2629  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU2629
 KU2629  HORZ ORDER  -  FIRST
 KU2629
 KU2629.The horizontal coordinates were established by classical geodetic methods
 KU2629.and adjusted by the National Geodetic Survey in January 1999..
 KU2629
 KU2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2629
 KU2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2629
 KU2629.The geoid height was determined by GEOID03.
 KU2629
 KU2629;                    North         East     Units Scale Factor Converg.
 KU2629;SPC NY L     -    75,710.146   344,449.788   MT  0.99999490   +0 20 41.2
 KU2629;SPC NY L     -   248,392.37  1,130,082.35   sFT  0.99999490   +0 20 41.2
 KU2629;UTM  18      - 4,522,922.805   628,730.127   MT  0.99980397   +0 59 56.2
 KU2629
 KU2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2629!SPC NY L     -   0.99999180  x   0.99999490  =   0.99998670
 KU2629!UTM  18      -   0.99999180  x   0.99980397  =   0.99979577
 KU2629
 KU2629|---------------------------------------------------------------------|
 KU2629| PID    Reference Object                     Distance      Geod. Az  |
 KU2629|                                                           dddmmss.s |
 KU2629| CB6615 BEHR RM 1                            23.788 METERS 13139     |
 KU2629| KU2627 SHADY                               324.762 METERS 22828     |
 KU2629| CB6616 BEHR RM 2                            23.068 METERS 24950     |
 KU2629|---------------------------------------------------------------------|
 KU2629
 KU2629                          SUPERSEDED SURVEY CONTROL
 KU2629
 KU2629  NAD 83(1996)-  40 50 50.10377(N)    073 28 22.42201(W) AD(       ) 1
 KU2629  NAD 83(1992)-  40 50 50.10343(N)    073 28 22.42102(W) AD(       ) 1
 KU2629  NAD 83(1986)-  40 50 50.10470(N)    073 28 22.42312(W) AD(       ) 1
 KU2629  NAD 27      -  40 50 49.75116(N)    073 28 23.98303(W) AD(       ) 1
 KU2629  NGVD 29 (07/19/86)   83.4    (m)          274.     (f) VERT ANG       
 KU2629
 KU2629.Superseded values are not recommended for survey control.
 KU2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2629.See file dsdata.txt to determine how the superseded data were derived.
 KU2629
 KU2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2873022923(NAD 83)
 KU2629_MARKER: DS = TRIANGULATION STATION DISK
 KU2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2629
 KU2629  HISTORY     - Date     Condition        Report By
 KU2629  HISTORY     - 1966     MONUMENTED       CGS
 KU2629  HISTORY     - 1968     GOOD             CGS
 KU2629  HISTORY     - 1978     GOOD             NGS
 KU2629
 KU2629                          STATION DESCRIPTION
 KU2629
 KU2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2629'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF HUNTINGTON, 2
 KU2629'MILES NORTHEAST OF SYOSSET, 200 FEET NORTHWEST OF THE MI MI DEE
 KU2629'REST HOME AND ON PROPERTY OWNED BY MR. GERALD BEHR.
 KU2629'
 KU2629'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SYOSSET, GO NORTH
 KU2629'ON COUNTY HIGHWAY 9 FOR 0.1 MILE TO A JUNCTION WITH COUNTY HIGHWAY
 KU2629'19.  BEAR RIGHT ON COUNTY HIGHWAY 19 (COLD SPRING ROAD) AND GO
 KU2629'2.15 MILES TO A PUMPING STATION ON THE RIGHT, (PUMPING STATION
 KU2629'LOOKS LIKE A DWELLING HOUSE) CONTINUE NORTH ON COLD SPRING ROAD
 KU2629'FOR 0.1 MILE TO A TRACK ROAD RIGHT AND A SMALL SIGN WHICH READS
 KU2629'MI MI DEE.  TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.1 MILE TO A
 KU2629'HARD SURFACE DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 KU2629'ABOUT 120 FEET TO A RAIL FENCE, THEN RIGHT ABOUT 125 FEET TO THE
 KU2629'STATION.
 KU2629'
 KU2629'THE STATION MARK IS A STANDARD DISK STAMPED BEHR 1966 SET IN THE
 KU2629'TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT FLUSH WITH
 KU2629'THE GROUND.  IT IS 126 FEET WEST OF THE CENTER OF A DRIVEWAY, 85
 KU2629'FEET NORTHWEST OF POWER LINE POLE NO. 7, 50 FEET WEST OF A 4-FOOT
 KU2629'OAK TREE AND 14 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 KU2629'
 KU2629'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEHR NO 1 1966
 KU2629'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU2629'FLUSH WITH THE GROUND.  IT IS 79 FEET WEST OF THE CENTER OF THE
 KU2629'DRIVEWAY, 53 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 30
 KU2629'FEET SOUTHWEST OF POWER LINE POLE NO. 7.  THE MARK IS ABOUT 3 FEET
 KU2629'LOWER THAN THE STATION MARK.
 KU2629'
 KU2629'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BEHR NO 2 1966
 KU2629'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU2629'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTH OF THE
 KU2629'CENTER OF THE TRACK ROAD AND SET ON THE EAST SLOPE OF KNOLL.  THE
 KU2629'MARK IS ABOUT 4 FEET LOWER THAN THE STATION MARK.
 KU2629'
 KU2629'TRIANGULATION STATION SHADY WILL SERVE AS THE AZIMUTH MARK.  SEE
 KU2629'DESCRIPTION THEREOF.
 KU2629'
 KU2629'GEODIMETER DISTANCE= SHADY - BEHR = 324.779 M. (1065.55 FT.)
 KU2629'
 KU2629'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 KU2629
 KU2629                          STATION RECOVERY (1968)
 KU2629
 KU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 KU2629'NO OBSERVATIONS.
 KU2629'
 KU2629'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 KU2629'CONDITION.  THE TRACK ROAD USED TO DESCRIBED THE STATION IN 1966
 KU2629'IS NO LONGER THERE.  A WOOD RAIL FENCE NOW DIVIDES THE PROPERTY.
 KU2629'THE STATION MARK IS ON MR. GERALD BEHRS PROPERTY AND THE REFERENCE
 KU2629'MARKS ARE ON PROPERTY OF LAND OWNER OF MIMI DEE BUILDING WHICH IS
 KU2629'BEING RESTORED.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS WAS
 KU2629'NOT CHECKED DUE TO PROPERTY OWNER DEMANDING US OFF PROPERTY.  THE
 KU2629'REASON FOR RECOVERING THE STATION WAS TO USE BEHR 1966 FOR OUR
 KU2629'AZIMUTH TO CHECK THE AZIMUTH MARK AT STATION SHADY 1966 WHICH WAS
 KU2629'REPORTED IN ERROR BY MR. JAMES DEBRUIN, CONSULTANT OF NASSAU
 KU2629'COUNTY.  MR. DEBRUIN VISITED THE STATION WITH US.  MRS. BEHR
 KU2629'STATED THAT THEY WERE PROMISED THE STATION WOULD NOT BE USED AGAIN
 KU2629'AFTER THE TOWER WAS TORN DOWN IN 1966.  DUE TO CHANGES, A NEW
 KU2629'DESCRIPTION FOLLOWS.
 KU2629'
 KU2629'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF HUNTINGTON, 2
 KU2629'MILES NORTHEAST OF SYOSSET, 200 FEET NORTHWEST OF THE MI MI DEE
 KU2629'REST HOME AND ON PROPERTY AS STATED IN RECOVERY PARAGRAPH.
 KU2629'
 KU2629'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SYOSSET, GO NORTH
 KU2629'ON COUNTY HIGHWAY 9 FOR 0.1 MILE TO THE JUNCTION OF COUNTY HIGHWAY
 KU2629'19.  BEAR RIGHT ON COUNTY HIGHWAY 19 (COLD SPRING ROAD) AND GO
 KU2629'NORTHEAST FOR 2.25 MILES TO SIGN ON RIGHT MI MI DEE AND A GRAVELED
 KU2629'ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE EAST TO DRIVEWAY ON RIGHT.
 KU2629'TURN RIGHT AND GO SOUTH ON DRIVEWAY FOR 120 FEET TO A EAST-WEST
 KU2629'WOODEN RAIL FENCE ON RIGHT AND STATION AS DESCRIBED.
 KU2629'
 KU2629'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE CYLINDERS.
 KU2629'
 KU2629'STATION MARK, STAMPED BEHR 1966, IS FLUSH.  IT IS 125 FEET WEST OF
 KU2629'DRIVEWAY, 50 FEET WEST OF WEST EDGE OF A LARGE OAK TREE AND 14
 KU2629'FEET NORTH OF A EAST-WEST WOODEN RAIL FENCE.  (1B 7A)
 KU2629'
 KU2629'RM 1, NOT FOUND BUT AS ORIGINALLY DESCRIBED IS LOCATED IN A BRIAR
 KU2629'PATCH.  ORIGINALLY DESCRIBED AS BEING STAMPED BEHR NO 1 1966, IS
 KU2629'SET FLUSH.  IT IS 79 FEET WEST OF THE CENTER OF DRIVEWAY, 53 FEET
 KU2629'SOUTH OF THE CENTER OF FENCE, 30 FEET SOUTHWEST OF POWER POLE
 KU2629'NUMBER 7 AND 3 FEET LOWER IN ELEVATION THAN STATION MARK.  (11B)
 KU2629'
 KU2629'RM 2, STAMPED BEHR NO 2 1966, IS SET FLUSH.  THE MARK IS 4 FEET
 KU2629'LOWER IN ELEVATION THAN STATION AND 3 FEET SOUTH OF WOODEN RAIL
 KU2629'FENCE.  (NOTE 11B)
 KU2629'
 KU2629'TRIANGULATION STATION SHADY WOULD NOT SERVE AS THE AZIMUTH MARK AT
 KU2629'THIS TIME DUE TO HEAVY BRUSH AND TREE.
 KU2629'
 KU2629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES
 KU2629'NORTHEAST OF SYOSSET.
 KU2629
 KU2629                          STATION RECOVERY (1978)
 KU2629
 KU2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2629'THE STATION MARK AND REFERENCE MARK 2 WAS RECOVERED IN GOOD
 KU2629'CONDITION.  REFERENCE MARK 1 IS BELIEVED TO HAVE BEEN DESTROYED.  THE
 KU2629'PROPERTY OWNER, MRS. BEHR ASK THAT I NOT SET ANOTHER REFERENCE MARK
 KU2629'AT THIS TIME.  SHE IS VERY UPSET THAT PEOPLE COME ON HER PROPERTY
 KU2629'AND CUT HER BUSHES AND DIG HOLES WITHOUT TELLING HER.  I WOULD SUGGEST
 KU2629'THAT ANYONE USING THIS STATION TO STOP BY HER HOUSE AND ASK PERMISSION
 KU2629'TO GO ON HER PROPERTY.  IF AT ALL POSSIBLE USE STATION SHADY 1966
 KU2629'WHICH IS ONLY 0.2 MILE AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0964 ***********************************************************************
 NC0964  DESIGNATION -  BELFAST
 NC0964  PID         -  NC0964
 NC0964  STATE/COUNTY-  NY/ALLEGANY
 NC0964  USGS QUAD   -  ANGELICA (1978)
 NC0964
 NC0964                         *CURRENT SURVEY CONTROL
 NC0964  ___________________________________________________________________
 NC0964* NAD 83(1996)-  42 16 39.99616(N)    078 05 54.17428(W)     ADJUSTED  
 NC0964* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 NC0964  ___________________________________________________________________
 NC0964  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 NC0964  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NC0964
 NC0964  HORZ ORDER  -  FIRST
 NC0964
 NC0964.The horizontal coordinates were established by classical geodetic methods
 NC0964.and adjusted by the National Geodetic Survey in January 1999..
 NC0964
 NC0964.The orthometric height was scaled from a topographic map.
 NC0964
 NC0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0964
 NC0964.The geoid height was determined by GEOID03.
 NC0964
 NC0964;                    North         East     Units Scale Factor Converg.
 NC0964;SPC NY W     -   253,060.243   390,000.941   MT  0.99995718   +0 19 34.5
 NC0964;SPC NY W     -   830,248.48  1,279,528.09   sFT  0.99995718   +0 19 34.5
 NC0964;UTM  17      - 4,684,695.801   739,267.054   MT  1.00030445   +1 57 10.5
 NC0964
 NC0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0964!SPC NY W     -   0.99990613  x   0.99995718  =   0.99986331
 NC0964!UTM  17      -   0.99990613  x   1.00030445  =   1.00021055
 NC0964
 NC0964|---------------------------------------------------------------------|
 NC0964| PID    Reference Object                     Distance      Geod. Az  |
 NC0964|                                                           dddmmss.s |
 NC0964| DE4864 BELFAST RM 1                        239.760 METERS 16346     |
 NC0964| DE4865 BELFAST RM 2                        280.890 METERS 21458     |
 NC0964| DE4863 BELFAST AZ MK                                      2354038.6 |
 NC0964|---------------------------------------------------------------------|
 NC0964
 NC0964                          SUPERSEDED SURVEY CONTROL
 NC0964
 NC0964  NAD 83(1986)-  42 16 40.00023(N)    078 05 54.16932(W) AD(       ) 1
 NC0964  NAD 27      -  42 16 39.75200(N)    078 05 55.13200(W) AD(       ) 1
 NC0964
 NC0964.Superseded values are not recommended for survey control.
 NC0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0964.See file dsdata.txt to determine how the superseded data were derived.
 NC0964
 NC0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3926784696(NAD 83)
 NC0964_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0964
 NC0964  HISTORY     - Date     Condition        Report By
 NC0964  HISTORY     - 1929     MONUMENTED       CGS
 NC0964  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NC0964  HISTORY     - 1937     SEE DESCRIPTION  BSA
 NC0964  HISTORY     - 20010824 GOOD             INDIV
 NC0964
 NC0964                          STATION DESCRIPTION
 NC0964
 NC0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC0964'THIS STATION IS IN BELFAST TOWNSHIP, ABOUT 6 MILES NE OF
 NC0964'FRIENDSHIP, ABOUT 6 MILES S OF BELFAST AND ABOUT 3 MILES NW
 NC0964'OF BELVIDERE.
 NC0964'
 NC0964'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NC0964'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NC0964'
 NC0964'THE STATION IS IN A PASTURE BELONGING TO ORVILLE BURBANK ON
 NC0964'A FLAT TOPPED, PARTLY WOODED HILL.  IT IS 13.4 METERS N OF AN
 NC0964'E AND W FENCE, THE S BOUNDARY FENCE OF THE PASTURE, AND 14.9
 NC0964'METERS W OF A N AND S FENCE WHICH TURNS TO THE E AT A DISTANCE OF
 NC0964'ABOUT 30 METERS N OF THE STATION.  THE MARK IS ABOUT 4 INCHES
 NC0964'ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED BELFAST-1929.
 NC0964'
 NC0964'REFERENCE MARK NO. 1 IS 5.6 METERS S OF THE CENTER LINE OF THE
 NC0964'ROAD WHICH PASSES OVER THE HILL TO THE S OF THE STATION.  IT IS
 NC0964'JUST S OF 2 MAPLE TREES AND ABOUT 5 METERS W OF THE HIGHEST
 NC0964'POINT IN THE ROAD.
 NC0964'
 NC0964'REFERENCE MARK NO. 2 IS 4 METERS S OF THE CENTER LINE OF THE
 NC0964'SAME ROAD AND ABOUT 20 METERS E OF A HICKORY TREE.  BOTH
 NC0964'REFERENCE MARKS PROJECT ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 NC0964'GROUND.
 NC0964'
 NC0964'TO REACH FROM BELVIDERE GO W TOWARD FRIENDSHIP ON HIGHWAY 17
 NC0964'ABOUT 1 MILE TO A POINT WHERE A DIRT ROAD GOES N JUST E OF A
 NC0964'LARGE YELLOW BARN AND ABOUT 100 YARDS E OF A SMALL BUILDING
 NC0964'COVERED WITH POSTERS.  TURN N ON THIS DIRT ROAD AND GO 0.6 MILE
 NC0964'TO A FORK.  KEEP STRAIGHT AHEAD ON THE RIGHT FORK AND GO 0.7 MILE
 NC0964'TO ANOTHER FORK.  HERE TAKE LEFT FORK ACROSS IRON BRIDGE AND
 NC0964'GO UPHILL FOR A DISTANCE OF 1-1/4 MILES TO ANOTHER FORK.  HERE
 NC0964'TAKE RIGHT FORK TO THE N AND GO ABOUT 1/2 MILE TO THE FIRST
 NC0964'ROAD TO THE E.  GO E ON THIS ROAD ABOUT 300 YARDS TO THE FIRST
 NC0964'HOUSE ON THE N SIDE OF THE ROAD.  TURN IN AT HOUSE.  PASS
 NC0964'BETWEEN HOUSE AND BARN.  GO THROUGH BARS INTO LANE JUST N OF
 NC0964'BARN.  FOLLOW LANE TO N END.  THEN TURN E ALONG FENCE
 NC0964'AND GO ABOUT 100 YARDS TO STATION.
 NC0964'
 NC0964'HEIGHT OF SIGNAL ABOVE STATION MARK - 25 METERS.
 NC0964
 NC0964                          STATION RECOVERY (1935)
 NC0964
 NC0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 NC0964'THE STATION IS ON LAND THAT IS BEING BOUGHT FROM PERCY HAWKS
 NC0964'BY DEWEY LEE, AND IS NOW OCCUPIED BY A TENANT.  THE STATION IS IN
 NC0964'THE SE CORNER OF THE PASTURE, AND ABOUT 0.15 MILE NE OF THE BARN.
 NC0964'
 NC0964'REFERENCE MARK NO. 1 IS 239.76 METERS SSE OF THE STATION, 5.6
 NC0964'METERS S OF THE CENTER LINE OF ROAD TO THE S OF THE STATION, 34
 NC0964'FEET S OF THE MOST WESTERLY OF TWO 8-INCH MAPLE TREES ON THE N
 NC0964'SIDE OF THE ROAD, AND ABOUT 5 METERS W OF THE HIGHEST POINT OF
 NC0964'THE HILL.  MARK PROJECTS 5 INCHES, IS 12 INCHES SQUARE AND IS
 NC0964'STAMPED BELFAST 1929 R.M.NO.1.
 NC0964'
 NC0964'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 4 METERS S OF THE
 NC0964'CENTER LINE OF THE ROAD TO THE S OF THE STATION, 12 PACES E OF
 NC0964'THE CENTER LINE (EXTENDED) OF THE DRIVEWAY TO THE HOUSE AND
 NC0964'BARN.  THE DISTANCE TO THE MARK WAS NOT MEASURED BECAUSE IT
 NC0964'WOULD HAVE BEEN NECESSARY TO CLEAR A LINE THROUGH ABOUT 100 YARDS
 NC0964'OF A CORN FIELD.  THE DISTANCE 280.89 METERS, AS GIVEN IN THE
 NC0964'ORIGINAL DESCRIPTION, APPEARS TO BE CORRECT.  THE MARK IS 12
 NC0964'INCHES SQUARE AND IS STAMPED BELFAST 1929 NO.2.
 NC0964'
 NC0964'AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  IT WAS MARKED
 NC0964'BY A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN NOTE
 NC0964'11A, AND IT IS APPROXIMATELY 1.0 MILE SW OF THE STATION.  TO
 NC0964'REACH IT FROM THE STATION, GO TO THE ROAD AND TURN RIGHT (W) AND
 NC0964'GO 0.1 MILE TO A T-ROAD, HERE TURN LEFT (S) AND GO 0.35 MILE AND
 NC0964'TURN RIGHT AT A FORKS IN THE ROAD, GO 0.4 MILE TO A HOUSE ON THE
 NC0964'RIGHT.  THE MARK IS 45 PACES S OF THE CENTER LINE OF THE ROAD,
 NC0964'IN A FENCE LINE WHICH IS 84 PACES W OF THE LANE LEADING TO THE
 NC0964'HOUSE MENTIONED ABOVE.  THE MARK IS 4 PACES NNE OF AN OAK TREE,
 NC0964'25 PACES S OF A TWIN OAK TREE.  THE MARK IS 5 INCHES HIGH, AND 10
 NC0964'INCHES SQUARE.
 NC0964'
 NC0964'TO REACH THE STATION FROM BELFAST GO S ON STATE HIGHWAY 19
 NC0964'(ROAD TO BELVIDERE) FOR 4.2 MILES TO A T-ROAD RIGHT (W) THAT IS
 NC0964'JUST BEYOND THE JUNCTION OF HIGHWAYS 19 AND 63, WHICH IS AT THE W
 NC0964'END OF THE BRIDGE IN THE VILLAGE OF TRANSIT BRIDGE.  AT THE
 NC0964'T-ROAD TURN RIGHT AND GO 1.0 MILE TO A T-INTERSECTION, HERE TURN
 NC0964'LEFT (S) AND GO 0.85 MILE TO A T-ROAD RIGHT (W), FOLLOW THIS
 NC0964'ROAD FOR 0.6 MILE TO BARN AND HOUSE ON THE RIGHT (N) SIDE OF THE
 NC0964'ROAD.  TURN IN AT THE DRIVEWAY AND GO N BETWEEN THE HOUSE
 NC0964'AND BARN TO A GATE THAT IS ABOUT 200 FEET N OF THE BARN, AND
 NC0964'OPENING INTO A LANE THAT RUNS N-S, ENTER THE LANE AND FOLLOW IT
 NC0964'N FOR ABOUT 100 YARDS TO ITS END AND TURN RIGHT (E) ALONG THE
 NC0964'PASTURE FENCE FOR 100 YARDS TO THE STATION IN THE SE CORNER.  IT
 NC0964'IS 13.4 METERS N OF THE S FENCE BOUNDARY, 14.9 METERS W OF THE
 NC0964'N-S FENCE WHICH TURNS TO THE E AT A DISTANCE OF ABOUT 30
 NC0964'METERS N OF THE STATION.  THE MARK IS IN GOOD CONDTION,
 NC0964'IT PROJECTS 12 INCHES, IS 14 INCHES SQUARE, AND IS STAMPED
 NC0964'BELFAST 1929.
 NC0964
 NC0964                          STATION RECOVERY (1937)
 NC0964
 NC0964'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 NC0964'STATION LOCATED BY DESCRIPTION FURNISHED BY J.B. JR., 1935.  THIS
 NC0964'IS A BETTER ROUTE TO FOLLOW THAN DESCRIPTION FURNISHED BY
 NC0964'C.M.T., 1929.  DESCRIPTION OF ROUTE TO BE FOLLOWED IS CORRECT.  THE
 NC0964'BARN MENTIONED HAS BEEN DESTROYED.
 NC0964'
 NC0964'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 LOCATED AND FOUND
 NC0964'IN GOOD CONDITION.
 NC0964'
 NC0964'AZIMUTH MARK LOCATED AND ALSO FOUND IN GOOD CONDITION.
 NC0964
 NC0964                          STATION RECOVERY (2001)
 NC0964
 NC0964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NC0964'STATION MARK AND RM1 RECOVERED IN GOOD CONDITION.  RM2 HAS
 NC0964'BEEN UPROOTED AND WAS FOUND ON  ALONG ROADWAY.  PROPERTY
 NC0964'WHERE RM1 LOCATED NOW  STATE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0967 ***********************************************************************
 NC0967  DESIGNATION -  BELFAST
 NC0967  PID         -  NC0967
 NC0967  STATE/COUNTY-  NY/ALLEGANY
 NC0967  USGS QUAD   -  BLACK CREEK (1976)
 NC0967
 NC0967                         *CURRENT SURVEY CONTROL
 NC0967  ___________________________________________________________________
 NC0967* NAD 83(1996)-  42 15 18.42094(N)    078 10 56.36361(W)     ADJUSTED  
 NC0967* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 NC0967  ___________________________________________________________________
 NC0967  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NC0967  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NC0967
 NC0967  HORZ ORDER  -  THIRD
 NC0967
 NC0967.The horizontal coordinates were established by classical geodetic methods
 NC0967.and adjusted by the National Geodetic Survey in January 1999..
 NC0967
 NC0967.The orthometric height was scaled from a topographic map.
 NC0967
 NC0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0967
 NC0967.The geoid height was determined by GEOID03.
 NC0967
 NC0967;                    North         East     Units Scale Factor Converg.
 NC0967;SPC NY W     -   250,507.368   383,088.914   MT  0.99995097   +0 16 10.8
 NC0967;SPC NY W     -   821,872.92  1,256,850.88   sFT  0.99995097   +0 16 10.8
 NC0967;UTM  17      - 4,681,946.881   732,428.003   MT  1.00026476   +1 53 44.0
 NC0967
 NC0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0967!SPC NY W     -   0.99990032  x   0.99995097  =   0.99985129
 NC0967!UTM  17      -   0.99990032  x   1.00026476  =   1.00016505
 NC0967
 NC0967:                Primary Azimuth Mark                     Grid Az
 NC0967:SPC NY W     -  CLARKSVILLE                              183 58 21.5
 NC0967:UTM  17      -  CLARKSVILLE                              182 20 48.3
 NC0967
 NC0967|---------------------------------------------------------------------|
 NC0967| PID    Reference Object                     Distance      Geod. Az  |
 NC0967|                                                           dddmmss.s |
 NC0967| NC0979 CLARKSVILLE                         APPROX.17.0 KM 1841432.3 |
 NC0967|---------------------------------------------------------------------|
 NC0967
 NC0967                          SUPERSEDED SURVEY CONTROL
 NC0967
 NC0967  NAD 83(1986)-  42 15 18.42447(N)    078 10 56.36025(W) AD(       ) 3
 NC0967  NAD 27      -  42 15 18.18331(N)    078 10 57.31578(W) AD(       ) 3
 NC0967
 NC0967.Superseded values are not recommended for survey control.
 NC0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0967.See file dsdata.txt to determine how the superseded data were derived.
 NC0967
 NC0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3242881947(NAD 83)
 NC0967_MARKER: B = BOLT
 NC0967_SETTING: 0 = UNSPECIFIED SETTING
 NC0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0967
 NC0967  HISTORY     - Date     Condition        Report By
 NC0967  HISTORY     - 1896     MONUMENTED       USGS
 NC0967
 NC0967                          STATION DESCRIPTION
 NC0967
 NC0967'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 NC0967'IN LOT 10, BELFAST TOWNSHIP, ALLEGANY COUNTY, ABOUT 8 FT N. OF RD.
 NC0967'FROM BLACK CREEK TO TRANSIT BRIDGE, ABOUT 2.0 MI E. OF BLACK CREEK
 NC0967'POST OFFICE, AND ABOUT 4.0 MI NW. OF FRIENDSHIP.
 NC0967'
 NC0967'STATION MARK, A COPPER BOLT SET IN GRANITE POST 4 FT LONG BY 6 IN.
 NC0967'SQUARE, MARKED---U.S.G.S. 477 NY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2077 ***********************************************************************
 PG2077  DESIGNATION -  BELFREY
 PG2077  PID         -  PG2077
 PG2077  STATE/COUNTY-  NY/ESSEX
 PG2077  USGS QUAD   -  
 PG2077
 PG2077                         *CURRENT SURVEY CONTROL
 PG2077  ___________________________________________________________________
 PG2077* NAD 83(1996)-  44 05 51.99193(N)    073 32 52.78718(W)     ADJUSTED  
 PG2077* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 PG2077  ___________________________________________________________________
 PG2077  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 PG2077  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 PG2077
 PG2077  HORZ ORDER  -  THIRD
 PG2077
 PG2077.The horizontal coordinates were established by classical geodetic methods
 PG2077.and adjusted by the National Geodetic Survey in January 1999..
 PG2077
 PG2077.The orthometric height was scaled from a topographic map.
 PG2077
 PG2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2077
 PG2077.The geoid height was determined by GEOID03.
 PG2077
 PG2077;                    North         East     Units Scale Factor Converg.
 PG2077;SPC NY E     -   585,067.074   226,223.568   MT  0.99997143   +0 39 45.1
 PG2077;SPC NY E     - 1,919,507.56    742,201.82   sFT  0.99997143   +0 39 45.1
 PG2077;UTM  18      - 4,883,757.565   616,222.160   MT  0.99976613   +1 00 37.9
 PG2077
 PG2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2077!SPC NY E     -   0.99991655  x   0.99997143  =   0.99988798
 PG2077!UTM  18      -   0.99991655  x   0.99976613  =   0.99968270
 PG2077
 PG2077|---------------------------------------------------------------------|
 PG2077| PID    Reference Object                     Distance      Geod. Az  |
 PG2077|                                                           dddmmss.s |
 PG2077| DA4433 BELFREY RM 1                          3.923 METERS 03404     |
 PG2077| PG2078 BELFREY MOUNTAIN LOT NYCD 1942        9.458 METERS 04057     |
 PG2077| DA4432 BELFREY AZ MK                                      1331252.1 |
 PG2077| DA4434 BELFREY RM 2                          3.498 METERS 14008     |
 PG2077|---------------------------------------------------------------------|
 PG2077
 PG2077                          SUPERSEDED SURVEY CONTROL
 PG2077
 PG2077  NAD 83(1996)-  44 05 51.99328(N)    073 32 52.78671(W) AD(       ) 3
 PG2077  NAD 83(1992)-  44 05 51.99340(N)    073 32 52.78873(W) AD(       ) 3
 PG2077  NAD 83(1986)-  44 05 51.99940(N)    073 32 52.79261(W) AD(       ) 3
 PG2077  NAD 27      -  44 05 51.80100(N)    073 32 54.34300(W) AD(       ) 3
 PG2077
 PG2077.Superseded values are not recommended for survey control.
 PG2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2077.See file dsdata.txt to determine how the superseded data were derived.
 PG2077
 PG2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1622283758(NAD 83)
 PG2077
 PG2077  HISTORY     - Date     Condition        Report By
 PG2077  HISTORY     - 1942     MONUMENTED       CGS
 PG2077  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 PG2077
 PG2077                          STATION DESCRIPTION
 PG2077
 PG2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2077'THE STATION IS LOCATED ABOUT 1 MILE NW OF THE WITHERBEE POST
 PG2077'OFFICE, ON THE SUMMIT OF BELFREY MOUNTAIN AT THE SITE OF THE
 PG2077'BELFREY MOUNTAIN LOOKOUT TOWER OF THE NEW YORK CONSERVATION
 PG2077'DEPARTMENT.  IT IS ABOUT 30 FEET N OF THE N SIDE OF THE LOOKOUT
 PG2077'MANS HOUSE AND 31 FEET SW OF THE CENTER OF THE BASE OF THE
 PG2077'LOOKOUT TOWER.  IT IS STAMPED BELFREY 1942.
 PG2077'
 PG2077'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 PG2077'IN OUTCROPPING BEDROCK.
 PG2077'
 PG2077'REFERENCE MARK NO.1 IS NE BY N OF THE STATION AND 10 FEET SW OF
 PG2077'THE SW SIDE OF THE LOOKOUT TOWER.  IT IS STAMPED BELFREY NO. 1 1942.
 PG2077'
 PG2077'REFERENCE MARK NO.2 IS SE OF THE STATION AND 32 FEET N OF THE N
 PG2077'SIDE OF THE HOUSE.  IT IS STAMPED BELFREY NO. 2 1942.
 PG2077'
 PG2077'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 PG2077'
 PG2077'THE AZIMUTH MARK IS ABOUT 0.4 MILE SE OF THE STATION, 75 YARDS N OF
 PG2077'A FARMHOUSE, 30 YARDS W OF THE ROAD TO THE STATION AND 2 FEET NW
 PG2077'OF A WHITE REFERENCE POST.  IT IS STAMPED BELFREY 1942.
 PG2077'
 PG2077'TO REACH THE STATION FROM THE POST OFFICE IN WITHERBEE GO
 PG2077'WESTERLY ON SURFACED STREET FOR 0.1 MILE AND BEAR WESTERLY ON A
 PG2077'GRAVEL ROAD.  GO 0.2 MILE AND TURN SHARP RIGHT ACROSS A SMALL
 PG2077'CONCRETE BRIDGE.  THEN TAKE A LEFT FORK AND GO 0.4 MILE TO THE
 PG2077'AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.  GO 0.4 MILE TO THE
 PG2077'SUMMIT OF A HILL AND A SIGN ON THE LEFT READING BELFREY MOUNTAIN
 PG2077'OBSERVATORY.  FOLLOW THE MARKED TRAIL TO THE SUMMIT OF THE HILL
 PG2077'AND STATION.  IT IS ABOUT A 15-MINUTE PACK.
 PG2077'
 PG2077'4-FOOT SIGNALS AT MORIAH, BLUEBERRY HILL, AND NAKOMIS ARE VISIBLE
 PG2077'AT 4 FEET.
 PG2077'
 PG2077'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 PG2077
 PG2077                          STATION RECOVERY (1973)
 PG2077
 PG2077'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PG2077'RECOVERED BY JOHN A. DEMING, LAND SURVEYOR.
 PG2077'
 PG2077'THE STATION MARK, R.M. NOS. 1 AND 2 AND THE AZIMUTH MARK WERE
 PG2077'RECOVERED IN EXCELLENT CONDITION.  THE AZIMUTH MARK IS 138 FEET
 PG2077'N OF WILLIAM CONWAYS HOUSE AND 93 FEET W OF C.R. NO. 7C AND IS
 PG2077'NOT VISIBLE DUE TO TREE GROWTH.  A WITNESS POST WAS SET 3 FT
 PG2077'W OF THE AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2078 ***********************************************************************
 PG2078  DESIGNATION -  BELFREY MOUNTAIN LOT NYCD 1942
 PG2078  PID         -  PG2078
 PG2078  STATE/COUNTY-  NY/ESSEX
 PG2078  USGS QUAD   -  
 PG2078
 PG2078                         *CURRENT SURVEY CONTROL
 PG2078  ___________________________________________________________________
 PG2078* NAD 83(1996)-  44 05 52.22340(N)    073 32 52.50854(W)     ADJUSTED  
 PG2078* NAVD 88     -                                                        
 PG2078  ___________________________________________________________________
 PG2078  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 PG2078  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 PG2078
 PG2078  HORZ ORDER  -  THIRD
 PG2078
 PG2078.The horizontal coordinates were established by classical geodetic methods
 PG2078.and adjusted by the National Geodetic Survey in January 1999..
 PG2078
 PG2078
 PG2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2078
 PG2078.The geoid height was determined by GEOID03.
 PG2078
 PG2078;                    North         East     Units Scale Factor Converg.
 PG2078;SPC NY E     -   585,074.289   226,229.683   MT  0.99997145   +0 39 45.3
 PG2078;SPC NY E     - 1,919,531.23    742,221.88   sFT  0.99997145   +0 39 45.3
 PG2078;UTM  18      - 4,883,764.816   616,228.229   MT  0.99976615   +1 00 38.1
 PG2078
 PG2078                          SUPERSEDED SURVEY CONTROL
 PG2078
 PG2078  NAD 83(1996)-  44 05 52.22475(N)    073 32 52.50807(W) AD(       ) 4
 PG2078  NAD 83(1992)-  44 05 52.22487(N)    073 32 52.51009(W) AD(       ) 4
 PG2078  NAD 83(1986)-  44 05 52.23087(N)    073 32 52.51397(W) AD(       ) 4
 PG2078  NAD 27      -  44 05 52.03000(N)    073 32 54.06000(W) AD(       ) 3
 PG2078
 PG2078.Superseded values are not recommended for survey control.
 PG2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2078.See file dsdata.txt to determine how the superseded data were derived.
 PG2078
 PG2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1622883765(NAD 83)
 PG2078
 PG2078  HISTORY     - Date     Condition        Report By
 PG2078  HISTORY     - 1942     MONUMENTED       RBNF
 PG2078  HISTORY     - 20031128 GOOD             GEOCAC
 PG2078
 PG2078                          STATION DESCRIPTION
 PG2078
 PG2078'DESCRIBED BY RESEARCHED BUT NOT FOUND 1942 (FBQ)
 PG2078'STATION ESTABLISHED BY NYCD.
 PG2078'
 PG2078'THE STATION IS LOCATED ABOUT 1 MILE NW OF THE WITHERBEE POST
 PG2078'OFFICE, AND ON THE SUMMIT OF BELFREY MOUNTAIN.  IT IS A STANDARD
 PG2078'TYPE FOUR-LEG TRUSSWORK STEEL TOWER WITH AN ENCLOSED CROWS NEST
 PG2078'AT THE TOP.  IT IS PAINTED GRAY AND IS ABOUT 50 FEET HIGH.  IT IS
 PG2078'9.458 METERS, 31.03 FEET, NE OF TRIANGULATION STATION BELFREY
 PG2078'AND WAS LOCATED BY TRAVERSE FROM THAT STATION.  THE POINT
 PG2078'LOCATED WAS THE CENTER OF THE BASE OF THE TOWER.
 PG2078
 PG2078                          STATION RECOVERY (2003)
 PG2078
 PG2078'RECOVERY NOTE BY GEOCACHING 2003 (PJG)
 PG2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1845 ***********************************************************************
 LX1845  DESIGNATION -  BELFRY
 LX1845  PID         -  LX1845
 LX1845  STATE/COUNTY-  NY/WESTCHESTER
 LX1845  USGS QUAD   -  HAVERSTRAW (1979)
 LX1845
 LX1845                         *CURRENT SURVEY CONTROL
 LX1845  ___________________________________________________________________
 LX1845* NAD 83(1996)-  41 14 01.21423(N)    073 56 37.16669(W)     ADJUSTED  
 LX1845* NAVD 88     -         6.868  (meters)      22.53   (feet)  ADJUSTED  
 LX1845  ___________________________________________________________________
 LX1845  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 LX1845  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX1845  DYNAMIC HT  -           6.866 (meters)      22.53  (feet)  COMP
 LX1845  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LX1845
 LX1845  HORZ ORDER  -  FIRST
 LX1845  VERT ORDER  -  FIRST     CLASS II
 LX1845
 LX1845.The horizontal coordinates were established by classical geodetic methods
 LX1845.and adjusted by the National Geodetic Survey in January 1999..
 LX1845
 LX1845.The orthometric height was determined by differential leveling
 LX1845.and adjusted by the National Geodetic Survey in June 1991..
 LX1845
 LX1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1845
 LX1845.The geoid height was determined by GEOID03.
 LX1845
 LX1845.The dynamic height is computed by dividing the NAVD 88
 LX1845.geopotential number by the normal gravity value computed on the
 LX1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1845.degrees latitude (g = 980.6199 gals.).
 LX1845
 LX1845.The modeled gravity was interpolated from observed gravity values.
 LX1845
 LX1845;                    North         East     Units Scale Factor Converg.
 LX1845;SPC NY E     -   266,644.780   196,637.719   MT  0.99992676   +0 22 00.2
 LX1845;SPC NY E     -   874,817.08    645,135.58   sFT  0.99992676   +0 22 00.2
 LX1845;UTM  18      - 4,565,235.171   588,526.201   MT  0.99969645   +0 41 46.7
 LX1845
 LX1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1845!SPC NY E     -   1.00000383  x   0.99992676  =   0.99993059
 LX1845!UTM  18      -   1.00000383  x   0.99969645  =   0.99970028
 LX1845
 LX1845:                Primary Azimuth Mark                     Grid Az
 LX1845:SPC NY E     -  HARMON RAILWAY SHOPS STACK               133 46 12.6
 LX1845:UTM  18      -  HARMON RAILWAY SHOPS STACK               133 26 26.1
 LX1845
 LX1845|---------------------------------------------------------------------|
 LX1845| PID    Reference Object                     Distance      Geod. Az  |
 LX1845|                                                           dddmmss.s |
 LX1845| LX4188 HARMON RAILWAY SHOPS STACK          APPROX. 6.7 KM 1340812.8 |
 LX1845| LX1843 BELFRY RM 2                           4.509 METERS 17117     |
 LX1845| LX1842 BELFRY RM 3                           4.679 METERS 23211     |
 LX1845| LX4197 STONY POINT LIGHTHOUSE              APPROX. 2.5 KM 2895558.8 |
 LX1845| CB2736 BELFRY RM                             3.481 METERS 35725     |
 LX1845|---------------------------------------------------------------------|
 LX1845
 LX1845                          SUPERSEDED SURVEY CONTROL
 LX1845
 LX1845  NAD 83(1996)-  41 14 01.21539(N)    073 56 37.16784(W) AD(       ) 1
 LX1845  NAD 83(1992)-  41 14 01.21522(N)    073 56 37.16836(W) AD(       ) 1
 LX1845  NAD 83(1986)-  41 14 01.21581(N)    073 56 37.16811(W) AD(       ) 1
 LX1845  NAD 27      -  41 14 00.87761(N)    073 56 38.66787(W) AD(       ) 1
 LX1845  NGVD 29 (??/??/??)    7.169  (m)           23.52   (f) ADJUSTED    1 2
 LX1845
 LX1845.Superseded values are not recommended for survey control.
 LX1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1845.See file dsdata.txt to determine how the superseded data were derived.
 LX1845
 LX1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8852665235(NAD 83)
 LX1845_MARKER: DS = TRIANGULATION STATION DISK
 LX1845_SETTING: 66 = SET IN ROCK OUTCROP
 LX1845_SP_SET: ROCK OUTCROP
 LX1845_STAMPING: BELFRY 1900
 LX1845_MARK LOGO: CGS   
 LX1845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1845+STABILITY: POSITION/ELEVATION WELL
 LX1845
 LX1845  HISTORY     - Date     Condition        Report By
 LX1845  HISTORY     - 1900     MONUMENTED       CGS
 LX1845  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX1845  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LX1845  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX1845  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX1845  HISTORY     - 1976     GOOD             NGS
 LX1845  HISTORY     - 1982     GOOD             NGS
 LX1845
 LX1845                          STATION DESCRIPTION
 LX1845
 LX1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX1845'RECOVERED AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 LX1845'
 LX1845'THIS STATION WAS ESTABLISHED IN 1900.  IT WAS RECOVERED AND IS USED
 LX1845'AS A THIRD ORDER STATION IN THE PRESENT SCHEME.  IT IS NOW MARKED
 LX1845'WITH A STANDARD DISK STAMPED BELFRY 1900, CEMENTED IN THE TOP OF
 LX1845'AN OUTCROPPING LEDGE.
 LX1845'
 LX1845'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN THE SAME
 LX1845'LEDGE AND STAMPED BELFRY 1900.  THE DRILL HOLE IS A 1-INCH HOLE IN
 LX1845'THE STEEP SLOPING SIDE OF THE LEDGE.  THE STATION IS LOCATED ON
 LX1845'THE S END OF THE POINT KNOWN AS GEORGES ISLAND.
 LX1845
 LX1845                          STATION RECOVERY (1956)
 LX1845
 LX1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 LX1845'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX1845'CLEAR AND CORRECT.  IT MIGHT HELP TO NOTE, HOWEVER, THAT THIS
 LX1845'STATION IS NO LONGER ACCESSIBLE BY ROAD.  IT CAN BE REACHED BY
 LX1845'FOOT PATH (ABOUT A MI.), OR MORE READILY BY WATER.  THE OLD ROAD
 LX1845'HAS BEEN BLOCKED OFF, ABANDONED, AND RENDERED USELESS BY GROWTH
 LX1845'AND THE EFFECTS OF RAIN WATER, ETC.  THE PATH TO THE STATION
 LX1845'BEGINS AT THE W END OF DUTCH STREET, WHICH IS THE FIRST STREET N
 LX1845'OF THE ENTRANCE TO THE FRANKLIN D. ROOSEVELT V.A. HOSPITAL ON
 LX1845'THE ALBANY POST ROAD (ROUTE 9).
 LX1845
 LX1845                          STATION RECOVERY (1965)
 LX1845
 LX1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 LX1845'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LX1845'REFERENCE MARK AND DRILLHOLE WAS SEARCHED FOR BUT NOT FOUND.
 LX1845'
 LX1845'THE DESCRIPTION IS OBSOLETE AND INADEQUATE.  A COMPLETE NEW
 LX1845'DESCRIPTION FOLLOWS.
 LX1845'
 LX1845'THE STATION IS LOCATED ON THE SOUTH POINT OF GEORGES ISLAND IN
 LX1845'THE GEORGES ISLAND PARK (WESTCHESTER COUNTY PARK).  IT IS 16 FEET
 LX1845'EAST OF THE EDGE OF THE RIVER BLUFF, 16 FEET NORTHWEST OF A FOOT
 LX1845'TRAIL, 5 FEET NORTHEAST OF A SMALL APPLE TREE, 15 FEET NORTH OF
 LX1845'A BOULDER AND IS IN THE ANGLE OF AN INTERSECTION OF TWO FOOT
 LX1845'TRAILS WHICH CONVERGE AT THE POINT.  THE STATION IS MARKED BY A
 LX1845'DISK SET IN A DRILL-HOLE, IN AN OUTCROPPING LEDGE OF ROCK WHICH
 LX1845'PROJECTS ABOUT 4 FEET.  THE DISK IS STAMPED BELFREY 1900.
 LX1845
 LX1845                          STATION RECOVERY (1966)
 LX1845
 LX1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX1845'THE STATION MARK, REFERENCE MARK NO. 1 AND THE DRILL HOLE WERE
 LX1845'RECOVERED IN GOOD CONDITION.  THIS PARTY ESTABLISHED REFERENCE
 LX1845'MARKS NO. 2 AND 3.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LX1845'
 LX1845'THE STATION IS LOCATED ON THE SOUTH POINT OF GEORGES ISLAND PARK,
 LX1845'(WESTCHESTER COUNTY PARK) AND 0.7 MILE SOUTHWEST OF THE FRANKLIN
 LX1845'DELANO ROOSEVELT V.A. HOSPITAL.
 LX1845'
 LX1845'TO REACH THE STATION FROM THE ENTRANCE TO THE FRANKLIN DELANO
 LX1845'ROOSEVELT V.A. HOSPITAL AT THE SOUTH EDGE OF MONTROSE, GO NORTH ON
 LX1845'STATE HIGHWAY 9A (NEW YORK-ALBANY POST ROAD) FOR 0.05 MILE TO
 LX1845'DUTCH STREET.  TURN LEFT AND GO WEST ON DUTCH STREET (AS PER SIGN
 LX1845'GEORGES ISLAND COUNTY PARK) FOR 0.75 MILE TO A GATE AT THE END OF
 LX1845'DUTCH STREET.  PASS THROUGH THE GATE AND CONTINUE FOR 0.1 MILE
 LX1845'TO A TICKET BOOTH.  PASS INTO THE PARK AND CONTINUE FOR 0.05
 LX1845'MILE TO A FORK.  BEAR RIGHT AND PASS TO THE RIGHT OF A PAVILION
 LX1845'FOR 0.25 MILE TO ENTRANCE OF A PARKING LOT.  PROCEED ACROSS THE
 LX1845'PARKING LOT TO A NEW PAVILION AND THE END OF TRUCK TRAVEL.  PACK
 LX1845'SOUTHWEST (PASSING TO THE RIGHT OF PAVILION) FOR
 LX1845'APPROXIMATELY 300 YARDS TO THE POINT AND THE STATION.
 LX1845'
 LX1845'THE STATION MARK IS A STANDARD DISK STAMPED BELFRY 1900, CEMENTED
 LX1845'IN A DRILLED HOLE IN BEDROCK WHICH PROJECTS 5 FEET ABOVE THE
 LX1845'GROUND.  IT IS 17 FEET WEST OF PATH ALONG EASTERN SHORE LINE, 14
 LX1845'FEET EAST OF PATH ALONG WESTERN SHORE LINE AND 13 FEET NORTH OF
 LX1845'THE JUNCTION OF THE TWO PATHS.  NOTE--2.
 LX1845'
 LX1845'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BELFRY 1900,
 LX1845'CEMENTED IN A DRILLED HOLE IN THE SAME OUTCROP AS THE STATION
 LX1845'MARK AND ABOUT 4 FEET LOWER IN ELEVATION.  IT IS EAST OF THE WEST
 LX1845'PATH AND 2 FEET SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 LX1845'NOTE--12A.
 LX1845'
 LX1845'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BELFRY 1900 NO 2
 LX1845'1966, CEMENTED IN A DRILLED HOLE IN BEDROCK WHICH PROJECTS 3 FEET
 LX1845'ABOVE THE GROUND.  IT IS 40 FEET NORTH OF THE SOUTH END OF POINT,
 LX1845'3 FEET EAST OF THE PATH LEADING TO THE POINT AND 2 FEET SOUTH
 LX1845'OF THE JUNCTION OF THE TWO PATHS.  NOTE--12A.
 LX1845'
 LX1845'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BELFRY 1900 NO 3
 LX1845'1966, CEMENTED IN A DRILLED HOLE IN BEDROCK ALONG THE WEST SIDE OF
 LX1845'POINT FLUSH WITH THE GROUND.  IT IS 3 FEET WEST OF THE PATH ALONG
 LX1845'WESTERN SHORE LINE.  NOTE--12A.
 LX1845'
 LX1845'THE DRILL HOLE IS A 1-INCH HOLE IN THE STEEP SLOPING EAST SIDE OF
 LX1845'THE STATION OUTCROP.
 LX1845'
 LX1845'THE DISTANCE BETWEEN REFERENCE MARKS 2 AND 3 IS 15.31
 LX1845'FEET.  (4.666 M.)
 LX1845'
 LX1845'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 LX1845'
 LX1845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX1845'1.5 MILES SW OF MONTROSE STATION.
 LX1845
 LX1845                          STATION RECOVERY (1976)
 LX1845
 LX1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX1845'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF MONTROSE, ON GEORGES
 LX1845'ISLAND, AT SOUTH TIP OF GEORGES ISLAND STATE PARK ON A ROCK KNOLL ON
 LX1845'SOUTH END OF POINT OF LAND ALONG WEST SIDE OF A BOAT BASIN.  A TRAIL
 LX1845'RUNS AROUND BOTH SIDES OF STATION KNOLL.
 LX1845'
 LX1845'TO REACH FROM JUNCITON OF NY ROUTE 9A AND DUTCH STREET, 0.1 MILE NW
 LX1845'OF ENTRANCE TO THE FRANKLIN D ROOSEVELT V.A. HOSPITAL AT MONTROSE, GO
 LX1845'SW ON DUTCH STREET FOR 0.7 MILE TO A T-ROAD RIGHT.  KEEP AHEAD FOR 0.1
 LX1845'MILE TO PARK ENTRANCE GATE.  KEEP AHEAD FOR 0.2 MILE TO FORK.  TAKE
 LX1845'RIGHT FORK, DOWN-GRADE, FOR 0.3 MILE TO SOUTH END OF A BOAT LAUNCH
 LX1845'AREA.  FROM HERE WALK SW 90 YARDS TO LARGE CIRCULAR PAVILLION.
 LX1845'CONTINUE SW ON GOOD TRAIL ABOUT 160 YARDS TO STATION ON POINT.
 LX1845'
 LX1845'THE STATION IS A STANDARD COAST GEODETIC SURVEY DISK STAMPED---BELFRY
 LX1845'1900---SET INTO ROCK OUTCROP.
 LX1845'
 LX1845'REFERENCE MARK NO 1 IS A STANDARD COAST GEODETIC SURVEY DISK
 LX1845'STAMPED---BELFRY 1900---SET INTO ROCK OUTCROP LOCATED 24 FEET NNE OF
 LX1845'REFERENCE MARK 3, 3 FEET LOWER THAN STATION MARK.
 LX1845'
 LX1845'REFERENCE MARK NO 2 IS A STANDARD COAST GEODETIC SURVEY DISK STAMPED
 LX1845'---BELFRY 1900 NO 2 1966---SET INTO ROCK OUTCROP LOCATED 6 FEET E OF
 LX1845'THE WEST TRAIL, 15 FEET W OF THE EAST TRAIL, 14 FEET W OF SOUTH LOOP
 LX1845'OF TRAIL.
 LX1845'
 LX1845'REFERENCE MARK NO 3 IS A STANDARD COAST GEODETIC SURVEY DISK STAMPED
 LX1845'---BELFRY 1900 3 1966---SET INTO ROCK OUTCROP LOCATED 3 FEET W OF THE
 LX1845'WEST TRAIL, 7 FEET LOWER THAN STATION MARK, 15.2 FEET WNW OF REFERENCE
 LX1845'MARK 2.
 LX1845'
 LX1845'OLD DRILL HOLE WAS RECOVERED ON THE 45 DEGREE NE SLOPE OF ROCK KNOLL,
 LX1845'12 INCHES ABOVE EAST TRAIL, 9-1/2 FEET WSW OF TRAIL FROK, 4-1/2 FEET
 LX1845'LOWER THAN STATION MARK, AND 10-1/2 FEET SE OF REFERENCE MARK 1.
 LX1845'
 LX1845'VIEW FROM STATION IS OPEN FROM SOUTHEAST CLOCKWISE AROUND TO
 LX1845'NORTH-NORTHEAST.
 LX1845
 LX1845                          STATION RECOVERY (1982)
 LX1845
 LX1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1845'2.08 KM (1.25 MI) SW FROM MONTROSE.
 LX1845'0.2 KM (0.1 MILE) NORTHWEST ALONG STATE HIGHWAY 9A FROM THE ENTRANCE
 LX1845'OF FRANKLIN DELANO ROOSEVELT V.A. HOSPITAL IN MONTROSE, THENCE 1.3 KM
 LX1845'(0.8 MILE) SOUTHWEST ALONG DUTCH ROAD TO THE ENTRANCE GATE OF GEORGE
 LX1845'ISLAND STATE PARK, THENCE 0.58 KM (0.35 MILE) SOUTHWEST ALONG THE
 LX1845'PAVED ROAD OF THE PARK UNTIL THE SOUTHWEST END OF A LARGE PARKING AREA
 LX1845'IS REACHED, THIS IS THE END OF TRUCK TRAVEL.  PACK SOUTHWEST UPHILL
 LX1845'ALONG A TRAIL ROAD PASSING TO THE RIGHT OF A LARGE CIRCULAR PAVILLION
 LX1845'FOR APPROXIMATELY 300 YARDS TO THE SOUTH END OF A HIGH BLUFF AND THE
 LX1845'MARK IN TOP OF AN OUTCROP FIVE FEET ABOVE THE GROUND, 5.18 METERS
 LX1845'(17.0 FT) WEST OF A PATH ALONG THE EASTERN SHORELINE OF THE RIVER,
 LX1845'4.26 METERS (14.0 FT) EAST OF A PATH ALONG THE WESTERN SHORELINE OF
 LX1845'THE RIVER, 4.69 METERS (15.4 FT) NORTHEAST OF REFERENCE MARK NUMBER
 LX1845'3, 4.51 METERS (14.8 FT) NORTH OF REFERENCE MARK NUMBER 2 AND
 LX1845'3.47 METERS (11.4 FT) SOUTH OF REFERENCE MARK NUMBER 1.
 LX1845'THE MARK IS 1.52 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3065 ***********************************************************************
 KU3065  DESIGNATION -  BELFRY
 KU3065  PID         -  KU3065
 KU3065  STATE/COUNTY-  NY/WESTCHESTER
 KU3065  USGS QUAD   -  MAMARONECK (1975)
 KU3065
 KU3065                         *CURRENT SURVEY CONTROL
 KU3065  ___________________________________________________________________
 KU3065* NAD 83(1996)-  40 59 23.32900(N)    073 40 01.85532(W)     ADJUSTED  
 KU3065* NAVD 88     -                                                        
 KU3065  ___________________________________________________________________
 KU3065  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KU3065  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU3065
 KU3065  HORZ ORDER  -  THIRD
 KU3065
 KU3065.The horizontal coordinates were established by classical geodetic methods
 KU3065.and adjusted by the National Geodetic Survey in January 1999..
 KU3065
 KU3065
 KU3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3065
 KU3065.The geoid height was determined by GEOID03.
 KU3065
 KU3065;                    North         East     Units Scale Factor Converg.
 KU3065;SPC NY E     -   239,750.498   220,073.422   MT  0.99996042   +0 32 46.6
 KU3065;SPC NY E     -   786,581.43    722,024.22   sFT  0.99996042   +0 32 46.6
 KU3065;SPC CT       -   170,188.116   227,620.747   MT  1.00002789   -0 36 29.3
 KU3065;SPC CT       -   558,358.84    746,785.73   sFT  1.00002789   -0 36 29.3
 KU3065;UTM  18      - 4,538,481.662   612,110.719   MT  0.99975469   +0 52 27.5
 KU3065
 KU3065                          SUPERSEDED SURVEY CONTROL
 KU3065
 KU3065  NAD 83(1996)-  40 59 23.32910(N)    073 40 01.85543(W) AD(       ) 4
 KU3065  NAD 83(1992)-  40 59 23.32886(N)    073 40 01.85578(W) AD(       ) 4
 KU3065  NAD 83(1986)-  40 59 23.32880(N)    073 40 01.85471(W) AD(       ) 4
 KU3065  NAD 27      -  40 59 22.98000(N)    073 40 03.39000(W) AD(       ) 3
 KU3065
 KU3065.Superseded values are not recommended for survey control.
 KU3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3065.See file dsdata.txt to determine how the superseded data were derived.
 KU3065
 KU3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1211138482(NAD 83)
 KU3065_MARKER: 75 = BELFRY
 KU3065
 KU3065  HISTORY     - Date     Condition        Report By
 KU3065  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU3065  HISTORY     - 1934     GOOD             CGS
 KU3065  HISTORY     - 1980     GOOD             NGS
 KU3065
 KU3065                          STATION DESCRIPTION
 KU3065
 KU3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3065'A HIGH TOWER WITH ROUND-SLATED CUPOLA SUPPORTED BY EIGHT WHITE
 KU3065'COLUMNS ON SQUARE WHITE BASE.  IT SITS IN THE CENTER OF A HIGH
 KU3065'GABLE-SLATED ROOF AND IS FLANKED SYMETRICALLY BY TWO LARGE
 KU3065'RECTANGULAR BRICK CHIMNEYS AT THE END OF THE ROOF.  THE BELFRY
 KU3065'IS THE HIGHEST POINT IN THE CENTER OF THE RED BRICK GRADE SCHOOL
 KU3065'BUILDING SITUATED ON THE W SIDE OF GRACE CHURCH STREET AT THE
 KU3065'CORNER OF ELDRIGE STREET IN PORT CHESTER, NEW YORK.
 KU3065
 KU3065                          STATION RECOVERY (1934)
 KU3065
 KU3065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3065'RECOVERED AS DESCRIBED.
 KU3065
 KU3065                          STATION RECOVERY (1980)
 KU3065
 KU3065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KU3065'RECOVERED AS DESCRIBED.  POINT OBSERVED TO WAS THE CENTER OF A
 KU3065'ROUNDED CUPOLA IN THE CENTER OF THE BRICK SCHOOL ON GRACE CHURCH
 KU3065'STREET ABOUT 0.15 MILE NORTH OF THE BRIDGE (GRACE CHURCH STREET)
 KU3065'OVER THE NEW ENGLAND THRUWAY (INTERSTATE 95).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3458 ***********************************************************************
 KU3458  DESIGNATION -  BELFRY
 KU3458  PID         -  KU3458
 KU3458  STATE/COUNTY-  NY/QUEENS
 KU3458  USGS QUAD   -  CONEY ISLAND (1979)
 KU3458
 KU3458                         *CURRENT SURVEY CONTROL
 KU3458  ___________________________________________________________________
 KU3458* NAD 83(1996)-  40 33 40.63733(N)    073 54 37.30193(W)     ADJUSTED  
 KU3458* NAVD 88     -                                                        
 KU3458  ___________________________________________________________________
 KU3458  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 KU3458  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KU3458
 KU3458  HORZ ORDER  -  THIRD
 KU3458
 KU3458.The horizontal coordinates were established by classical geodetic methods
 KU3458.and adjusted by the National Geodetic Survey in January 1999..
 KU3458
 KU3458
 KU3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3458
 KU3458.The geoid height was determined by GEOID03.
 KU3458
 KU3458;                    North         East     Units Scale Factor Converg.
 KU3458;SPC NY L     -    43,824.728   307,591.579   MT  1.00000754   +0 03 31.1
 KU3458;SPC NY L     -   143,781.63  1,009,156.71   sFT  1.00000754   +0 03 31.1
 KU3458;UTM  18      - 4,490,628.161   592,246.053   MT  0.99970474   +0 42 31.0
 KU3458
 KU3458                          SUPERSEDED SURVEY CONTROL
 KU3458
 KU3458  NAD 83(1986)-  40 33 40.63854(N)    073 54 37.30070(W) AD(       ) 4
 KU3458  NAD 27      -  40 33 40.25900(N)    073 54 38.81000(W) AD(       ) 3
 KU3458
 KU3458.Superseded values are not recommended for survey control.
 KU3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3458.See file dsdata.txt to determine how the superseded data were derived.
 KU3458
 KU3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9224690628(NAD 83)
 KU3458_MARKER: 75 = BELFRY
 KU3458
 KU3458  HISTORY     - Date     Condition        Report By
 KU3458  HISTORY     - 1919     FIRST OBSERVED   CGS
 KU3458  HISTORY     - 1932     GOOD             CGS
 KU3458  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 KU3458
 KU3458                          STATION DESCRIPTION
 KU3458
 KU3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CGQ)
 KU3458'WOODEN BELL TOWER ON SMALL WOODEN BUILDING ON ROCKAWAY POINT.  SAID
 KU3458'TO BE THE FIRE HOUSE.
 KU3458
 KU3458                          STATION RECOVERY (1932)
 KU3458
 KU3458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3458'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KU3458'
 KU3458'A COMPLETE DESCRIPTION FOLLOWS--THE BELFRY -- ON ROCKAWAY POINT
 KU3458'ON THE NE CORNER OF REID AVENUE, AND EAST MARKET STREET -- ATOP
 KU3458'THE BUILDING OF ENGINE COMPANY NO.1, ROCKAWAY POINT ASSOCIATION
 KU3458'INC. VOLUNTEER FIRE DEPARTMENT.  THE BELFRY IS ON THE E-W
 KU3458'CENTER-RIDGE OF THE ROOF AT THE W END OF THIS GREEN, CLAPBOARD
 KU3458'BUILDING.
 KU3458'
 KU3458'THE STATION IS THE APEX OF THE BELFRY.  NO REFERENCE MARKS WERE
 KU3458'PLACED (NOW OR ORIGINALLY) NOR WERE ANY REFERENCE MEASUREMENTS
 KU3458'TAKEN.
 KU3458
 KU3458                          STATION RECOVERY (2005)
 KU3458
 KU3458'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3458'THIS IS AN AREA OF SUMMER COTTAGES.  THERE IS NO LONGER A FIRE
 KU3458'DEPARTMENT BUILDING AT THIS LOCATION.  STATION SHOULD BE CONSIDERED
 KU3458'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1844 ***********************************************************************
 LX1844  DESIGNATION -  BELFRY RM 1
 LX1844  PID         -  LX1844
 LX1844  STATE/COUNTY-  NY/WESTCHESTER
 LX1844  USGS QUAD   -  HAVERSTRAW (1979)
 LX1844
 LX1844                         *CURRENT SURVEY CONTROL
 LX1844  ___________________________________________________________________
 LX1844* NAD 83(1986)-  41 14 01.     (N)    073 56 37.     (W)     SCALED    
 LX1844* NAVD 88     -         6.193  (meters)      20.32   (feet)  ADJUSTED  
 LX1844  ___________________________________________________________________
 LX1844  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX1844  DYNAMIC HT  -           6.191 (meters)      20.31  (feet)  COMP
 LX1844  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LX1844
 LX1844  VERT ORDER  -  FIRST     CLASS II
 LX1844
 LX1844.The horizontal coordinates were scaled from a topographic map and have
 LX1844.an estimated accuracy of +/- 6 seconds.
 LX1844
 LX1844.The orthometric height was determined by differential leveling
 LX1844.and adjusted by the National Geodetic Survey in June 1991..
 LX1844
 LX1844.The geoid height was determined by GEOID03.
 LX1844
 LX1844.The dynamic height is computed by dividing the NAVD 88
 LX1844.geopotential number by the normal gravity value computed on the
 LX1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1844.degrees latitude (g = 980.6199 gals.).
 LX1844
 LX1844.The modeled gravity was interpolated from observed gravity values.
 LX1844
 LX1844;                    North         East    Units  Estimated Accuracy
 LX1844;SPC NY E     -   266,640.      196,640.      MT  (+/- 180 meters Scaled)
 LX1844
 LX1844                          SUPERSEDED SURVEY CONTROL
 LX1844
 LX1844  NGVD 29 (??/??/??)    6.494  (m)           21.31   (f) ADJUSTED    1 2
 LX1844
 LX1844.Superseded values are not recommended for survey control.
 LX1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1844.See file dsdata.txt to determine how the superseded data were derived.
 LX1844
 LX1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL885652(NAD 83)
 LX1844_MARKER: DR = REFERENCE MARK DISK
 LX1844_SETTING: 66 = SET IN ROCK OUTCROP
 LX1844_SP_SET: ROCK OUTCROP
 LX1844_STAMPING: BELFRY 1900
 LX1844_MARK LOGO: CGS   
 LX1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1844+STABILITY: POSITION/ELEVATION WELL
 LX1844
 LX1844  HISTORY     - Date     Condition        Report By
 LX1844  HISTORY     - 1900     MONUMENTED       CGS
 LX1844  HISTORY     - 1982     GOOD             NGS
 LX1844
 LX1844                          STATION DESCRIPTION
 LX1844
 LX1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1844'2.08 KM (1.25 MI) SW FROM MONTROSE.
 LX1844'0.2 KM (0.1 MILE) NORTHWEST ALONG STATE HIGHWAY 9A FROM THE ENTRANCE
 LX1844'OF FRANKLIN DELANO ROOSEVELT V.A. HOSPITAL IN MONTROSE, THENCE 1.3 KM
 LX1844'(0.8 MILE) SOUTHWEST ALONG DUTCH ROAD TO THE ENTRENCE GATE OF GEORGE
 LX1844'ISLAND STATE PARK, THENCE 0.58 KM (0.35 MILE) SOUTHWEST ALONG THE
 LX1844'PAVED ROAD OF THE PARK UNTIL THE SOUTHWEST END OF A LARGE PARKING AREA
 LX1844'IS REACHED, THIS IS THE END OF TRUCK TRAVEL.  PACK SOUTHWEST UPHILL
 LX1844'ALONG A TRAIL ROAD PASSING TO THE RIGHT OF A CIRCULAR PAVILLION FOR
 LX1844'APPROXIMATELY 300 YARDS TO THE SOUTH END OF A HIGH BLUFF AND THE MARK
 LX1844'IN THE OUTCROPPING ABOUT TWO FEET ABOVE THE GROUND, 3.47 METERS (11.4
 LX1844'FT) NORTH OF THE STATION MARK, 2.43 METERS (8.0 FT) WEST OF A PATH
 LX1844'ON THE EAST SIDE OF THE OUTCROP AND 0.91 METER (3.0 FT) SOUTHWEST OF
 LX1844'AN EIGHT-INCH WHITE OAK TREE.
 LX1844'THE MARK IS 1.06 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1843 ***********************************************************************
 LX1843  DESIGNATION -  BELFRY RM 2
 LX1843  PID         -  LX1843
 LX1843  STATE/COUNTY-  NY/WESTCHESTER
 LX1843  USGS QUAD   -  HAVERSTRAW (1979)
 LX1843
 LX1843                         *CURRENT SURVEY CONTROL
 LX1843  ___________________________________________________________________
 LX1843* NAD 83(1986)-  41 14 01.     (N)    073 56 37.     (W)     SCALED    
 LX1843* NAVD 88     -         5.636  (meters)      18.49   (feet)  ADJUSTED  
 LX1843  ___________________________________________________________________
 LX1843  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX1843  DYNAMIC HT  -           5.634 (meters)      18.48  (feet)  COMP
 LX1843  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LX1843
 LX1843  VERT ORDER  -  FIRST     CLASS II
 LX1843
 LX1843.The horizontal coordinates were scaled from a topographic map and have
 LX1843.an estimated accuracy of +/- 6 seconds.
 LX1843
 LX1843.The orthometric height was determined by differential leveling
 LX1843.and adjusted by the National Geodetic Survey in June 1991..
 LX1843
 LX1843.The geoid height was determined by GEOID03.
 LX1843
 LX1843.The dynamic height is computed by dividing the NAVD 88
 LX1843.geopotential number by the normal gravity value computed on the
 LX1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1843.degrees latitude (g = 980.6199 gals.).
 LX1843
 LX1843.The modeled gravity was interpolated from observed gravity values.
 LX1843
 LX1843;                    North         East    Units  Estimated Accuracy
 LX1843;SPC NY E     -   266,640.      196,640.      MT  (+/- 180 meters Scaled)
 LX1843
 LX1843                          SUPERSEDED SURVEY CONTROL
 LX1843
 LX1843  NGVD 29 (??/??/??)    5.936  (m)           19.48   (f) ADJUSTED    1 2
 LX1843
 LX1843.Superseded values are not recommended for survey control.
 LX1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1843.See file dsdata.txt to determine how the superseded data were derived.
 LX1843
 LX1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL885652(NAD 83)
 LX1843_MARKER: DR = REFERENCE MARK DISK
 LX1843_SETTING: 66 = SET IN ROCK OUTCROP
 LX1843_SP_SET: ROCK OUTCROP
 LX1843_STAMPING: BELFRY 1900 NO 2 1966
 LX1843_MARK LOGO: CGS   
 LX1843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1843+STABILITY: POSITION/ELEVATION WELL
 LX1843
 LX1843  HISTORY     - Date     Condition        Report By
 LX1843  HISTORY     - 1966     MONUMENTED       CGS
 LX1843  HISTORY     - 1982     GOOD             NGS
 LX1843
 LX1843                          STATION DESCRIPTION
 LX1843
 LX1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1843'2.08 KM (1.25 MI) SW FROM MONTROSE.
 LX1843'0.2 KM (0.1 MILE) NORTHWEST ALONG STATE HIGHWAY 9A FROM THE ENTRANCE
 LX1843'OF FRANKLIN DELANO ROOSEVELT V.A. HOSPITAL IN MONTROSE, THENCE 1.3 KM
 LX1843'(0.8 MILE) SOUTHWEST ALONG DUTCH ROAD TO THE ENTRANCE GATE OF GEORGE
 LX1843'ISLAND STATE PARK, THENCE 0.58 KM (0.35 MILE) SOUTHWEST ALONG THE
 LX1843'PAVED ROAD OF THE PARK UNTIL THE SOUTHWEST END OF A LARGE PARKING AREA
 LX1843'IS REACHED, THIS IS THE END OF TRUCK TRAVEL.  PACK SOUTHWEST UPHILL
 LX1843'ALONG A TRAIL ROAD PASSING TO THE RIGHT OF A CIRCULAR PAVILLION FOR
 LX1843'APPROXIMATELY 300 YARDS TO THE SOUTH END OF A HIGH BLUFF AND THE MARK
 LX1843'IN TOP OF THE OUTCROP PROJECTING THREE FEET ABOVE THE GROUND,
 LX1843'4.51 METERS (14.8 FT) SOUTH OF THE STATION MARK, 4.11 METERS (13.5
 LX1843'FT) SOUTHEAST OF REFERENCE MARK NUMBER 3 AND 0.91 METERS (3.0 FT)
 LX1843'EAST OF A PATH LEADING TO THE SOUTHERN POINT OF THE BLUFF.
 LX1843'THE MARK IS 0.91 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1842 ***********************************************************************
 LX1842  DESIGNATION -  BELFRY RM 3
 LX1842  PID         -  LX1842
 LX1842  STATE/COUNTY-  NY/WESTCHESTER
 LX1842  USGS QUAD   -  HAVERSTRAW (1979)
 LX1842
 LX1842                         *CURRENT SURVEY CONTROL
 LX1842  ___________________________________________________________________
 LX1842* NAD 83(1986)-  41 14 01.     (N)    073 56 37.     (W)     SCALED    
 LX1842* NAVD 88     -         4.976  (meters)      16.33   (feet)  ADJUSTED  
 LX1842  ___________________________________________________________________
 LX1842  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX1842  DYNAMIC HT  -           4.975 (meters)      16.32  (feet)  COMP
 LX1842  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LX1842
 LX1842  VERT ORDER  -  FIRST     CLASS II
 LX1842
 LX1842.The horizontal coordinates were scaled from a topographic map and have
 LX1842.an estimated accuracy of +/- 6 seconds.
 LX1842
 LX1842.The orthometric height was determined by differential leveling
 LX1842.and adjusted by the National Geodetic Survey in June 1991..
 LX1842
 LX1842.The geoid height was determined by GEOID03.
 LX1842
 LX1842.The dynamic height is computed by dividing the NAVD 88
 LX1842.geopotential number by the normal gravity value computed on the
 LX1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1842.degrees latitude (g = 980.6199 gals.).
 LX1842
 LX1842.The modeled gravity was interpolated from observed gravity values.
 LX1842
 LX1842;                    North         East    Units  Estimated Accuracy
 LX1842;SPC NY E     -   266,640.      196,640.      MT  (+/- 180 meters Scaled)
 LX1842
 LX1842                          SUPERSEDED SURVEY CONTROL
 LX1842
 LX1842  NGVD 29 (??/??/??)    5.277  (m)           17.31   (f) ADJUSTED    1 2
 LX1842
 LX1842.Superseded values are not recommended for survey control.
 LX1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1842.See file dsdata.txt to determine how the superseded data were derived.
 LX1842
 LX1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL885652(NAD 83)
 LX1842_MARKER: DR = REFERENCE MARK DISK
 LX1842_SETTING: 66 = SET IN ROCK OUTCROP
 LX1842_SP_SET: ROCK OUTCROP
 LX1842_STAMPING: BELFRY 1900 NO 3 1966
 LX1842_MARK LOGO: CGS   
 LX1842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1842+STABILITY: POSITION/ELEVATION WELL
 LX1842
 LX1842  HISTORY     - Date     Condition        Report By
 LX1842  HISTORY     - 1966     MONUMENTED       CGS
 LX1842  HISTORY     - 1982     GOOD             NGS
 LX1842
 LX1842                          STATION DESCRIPTION
 LX1842
 LX1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LX1842'2.08 KM (1.25 MI) SW FROM MONTROSE.
 LX1842'0.2 KM (0.1 MILE) NORTHWEST ALONG STATE HIGHWAY 9A FROM THE ENTRANCE
 LX1842'OF THE FRANKLIN DELANO ROOSEVELT V.A. HOSPITAL IN MONTROSE, THENCE
 LX1842'1.3 KM (0.8 MILE) SOUTHWEST ALONG DUTCH ROAD TO THE ENTRANCE GATE OF
 LX1842'GEORGE ISLAND STATE PARK, THENCE 0.58 KM (0.35 MILE) SOUTHWEST ALONG
 LX1842'THE PAVED ROAD OF THE PARK UNTIL THE SOUTHWEST END OF A LARGE PARKING
 LX1842'AREA IS REACHED, THIS IS THE END OF THE TRUCK TRAVEL.  PACK SOUTHWEST
 LX1842'UPHILL ALONG A TRAIL ROAD PASSING TO THE RIGHT OF A LARGE CIRCULAR
 LX1842'PAVILLION FOR APPROXIMATELY 300 YARDS TO THE SOUTH END OF A HIGH BLUFF
 LX1842'AND THE MARK IN TOP OF OUTCORP FLUSH WITH THE GROUND AND ABOUT FIVE
 LX1842'FEET LOWER IN ELEVATION THAN THE STATION MARK, 4.66 METERS (15.3 FT)
 LX1842'SOUTHWEST OF THE STATION MARK, 4.11 METERS (13.5 FT) NORTHWEST OF
 LX1842'REFERENCE MARK NUMBER 2 AND 0.61 METERS (2.0 FT) WEST OF A PATH ALONG
 LX1842'THE WESTERN SHORELINE OF THE RIVER.
 LX1842'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3211 ***********************************************************************
 KU3211  DESIGNATION -  BELL
 KU3211  PID         -  KU3211
 KU3211  STATE/COUNTY-  NY/NASSAU
 KU3211  USGS QUAD   -  LAWRENCE (1979)
 KU3211
 KU3211                         *CURRENT SURVEY CONTROL
 KU3211  ___________________________________________________________________
 KU3211* NAD 83(1996)-  40 35 50.10385(N)    073 40 23.68554(W)     ADJUSTED  
 KU3211* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU3211  ___________________________________________________________________
 KU3211  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KU3211  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KU3211
 KU3211  HORZ ORDER  -  THIRD
 KU3211
 KU3211.The horizontal coordinates were established by classical geodetic methods
 KU3211.and adjusted by the National Geodetic Survey in January 1999..
 KU3211
 KU3211.The orthometric height was scaled from a topographic map.
 KU3211
 KU3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3211
 KU3211.The geoid height was determined by GEOID03.
 KU3211
 KU3211;                    North         East     Units Scale Factor Converg.
 KU3211;SPC NY L     -    47,865.984   327,658.232   MT  1.00000459   +0 12 49.4
 KU3211;SPC NY L     -   157,040.32  1,074,992.05   sFT  1.00000459   +0 12 49.4
 KU3211;UTM  18      - 4,494,895.560   612,260.038   MT  0.99975512   +0 51 48.5
 KU3211
 KU3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3211!SPC NY L     -   1.00000490  x   1.00000459  =   1.00000949
 KU3211!UTM  18      -   1.00000490  x   0.99975512  =   0.99976002
 KU3211
 KU3211|---------------------------------------------------------------------|
 KU3211| PID    Reference Object                     Distance      Geod. Az  |
 KU3211|                                                           dddmmss.s |
 KU3211| CB6618 BELL RM 2                            21.390 METERS 00456     |
 KU3211| CB6619 BELL RM 3                            22.620 METERS 09904     |
 KU3211| KU3220 NASSAU 1926                         APPROX. 1.5 KM 1624020.2 |
 KU3211| CB6617 BELL RM 1                            17.075 METERS 26011     |
 KU3211| KU3203 LAWRENCE CEDARHURST YACHT CLUB      APPROX. 3.9 KM 2652217.0 |
 KU3211| KU3205 CUPOLA RED ROOFED HOUSE             APPROX. 4.2 KM 2662914.7 |
 KU3211| KU3201 LAWRENCE BRICK TOWER WINDMILL       APPROX. 4.5 KM 2704017.4 |
 KU3211| KU3246 GRAY                                APPROX. 4.8 KM 3383733.5 |
 KU3211|---------------------------------------------------------------------|
 KU3211
 KU3211                          SUPERSEDED SURVEY CONTROL
 KU3211
 KU3211  NAD 83(1986)-  40 35 50.10731(N)    073 40 23.68468(W) AD(       ) 3
 KU3211  NAD 27      -  40 35 49.73600(N)    073 40 25.22200(W) AD(       ) 3
 KU3211
 KU3211.Superseded values are not recommended for survey control.
 KU3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3211.See file dsdata.txt to determine how the superseded data were derived.
 KU3211
 KU3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1226094896(NAD 83)
 KU3211_MARKER: DS = TRIANGULATION STATION DISK
 KU3211_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU3211_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU3211
 KU3211  HISTORY     - Date     Condition        Report By
 KU3211  HISTORY     - 1926     MONUMENTED       CGS
 KU3211  HISTORY     - 1947     MARK NOT FOUND   CGS
 KU3211  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KU3211
 KU3211                          STATION DESCRIPTION
 KU3211
 KU3211'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CDM)
 KU3211'THE STATION IS LOCATED ON THE S SIDE OF SOUTH BLACK BANK ISLAND
 KU3211'50 METERS INSHORE.  THE CENTER OF THE HIGHWAY DRAWBRIDGE WHICH
 KU3211'CONNECTS LONG BEACH AND ISLAND PARK SHOWS CLEAR OF THE HOUSE IN
 KU3211'ISLAND PARK FROM THE STATION.  THE STATION IS ABOUT 180 METERS W
 KU3211'OF THE SE CORNER OF THE ISLAND.
 KU3211'
 KU3211'THE SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 KU3211'UNDERGROUND MARK IS EMBEDDED IN EARTH 3
 KU3211'FEET BELOW THE SURFACE OF THE GROUND, A BOTTLE IN AN UPRIGHT
 KU3211'POSITION.  REFERENCE MARK IS A STANDARD
 KU3211'BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE.
 KU3211'
 KU3211'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 KU3211
 KU3211                          STATION RECOVERY (1947)
 KU3211
 KU3211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3211'STATION MARK AND REFERENCE MARK 3 DESTROYED BY EROSION.  REFERENCE
 KU3211'MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  STATION WAS
 KU3211'NOT RE-MARKED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 KU3211
 KU3211                          STATION RECOVERY (1950)
 KU3211
 KU3211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ITS)
 KU3211'ORIGINAL DESCRIPTION ADEQUATE.  SURFACE MARK FOUND MISSING.  NEW
 KU3211'CONCRETE POST WITH STANDARD DISK SET OVER SUBSURFACE MARK.  STAMPED
 KU3211'BELL 1926 1950.
 KU3211'
 KU3211'R.M.S 1 AND 2 FOUND IN GOOD CONDITION.  R.M. 3 FOUND WITH TOP
 KU3211'BROKEN AND DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0985 ***********************************************************************
 NC0985  DESIGNATION -  BELL
 NC0985  PID         -  NC0985
 NC0985  STATE/COUNTY-  NY/ALLEGANY
 NC0985  USGS QUAD   -  PORTVILLE (1976)
 NC0985
 NC0985                         *CURRENT SURVEY CONTROL
 NC0985  ___________________________________________________________________
 NC0985* NAD 83(1996)-  42 01 59.87966(N)    078 16 06.14320(W)     ADJUSTED  
 NC0985* NAVD 88     -       681.8    (meters)    2237.     (feet)  VERTCON   
 NC0985  ___________________________________________________________________
 NC0985  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 NC0985  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NC0985
 NC0985  HORZ ORDER  -  SECOND
 NC0985
 NC0985.The horizontal coordinates were established by classical geodetic methods
 NC0985.and adjusted by the National Geodetic Survey in January 1999..
 NC0985
 NC0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0985
 NC0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0985
 NC0985.The geoid height was determined by GEOID03.
 NC0985
 NC0985;                    North         East     Units Scale Factor Converg.
 NC0985;SPC NY W     -   225,840.472   376,079.469   MT  0.99994587   +0 12 39.2
 NC0985;SPC NY W     -   740,944.95  1,233,854.06   sFT  0.99994587   +0 12 39.2
 NC0985;SPC PA N     -   207,432.315   557,074.422   MT  1.00001458   -0 20 34.5
 NC0985;SPC PA N     -   680,550.85  1,827,668.33   sFT  1.00001458   -0 20 34.5
 NC0985;UTM  17      - 4,657,083.999   726,117.859   MT  1.00022918   +1 49 47.2
 NC0985
 NC0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0985!SPC NY W     -   0.99989808  x   0.99994587  =   0.99984396
 NC0985!SPC PA N     -   0.99989808  x   1.00001458  =   0.99991266
 NC0985!UTM  17      -   0.99989808  x   1.00022918  =   1.00012724
 NC0985
 NC0985|---------------------------------------------------------------------|
 NC0985| PID    Reference Object                     Distance      Geod. Az  |
 NC0985|                                                           dddmmss.s |
 NC0985| DE4866 BELL RM 1                            23.796 METERS 05053     |
 NC0985| NC0974 ALMA ATT MICROWAVE RELAY TOWER      APPROX.21.7 KM 0872559.5 |
 NC0985| NC0987 HARTZFELT                           APPROX.15.7 KM 2655614.4 |
 NC0985| NC0992 HARTZFELT MOUNTAIN MAST             APPROX.15.7 KM 2661005.5 |
 NC0985| NC0993 OLEAN RADIO STA WHDL FM TOWER       APPROX.14.7 KM 2710704.1 |
 NC0985| NC0986 OLEAN TOWER                         APPROX.12.7 KM 2790759.5 |
 NC0985| DE4867 BELL RM 2                            24.690 METERS 30623     |
 NC0985|---------------------------------------------------------------------|
 NC0985
 NC0985                          SUPERSEDED SURVEY CONTROL
 NC0985
 NC0985  NAD 83(1986)-  42 01 59.88207(N)    078 16 06.13980(W) AD(       ) 2
 NC0985  NAD 27      -  42 01 59.64628(N)    078 16 07.09077(W) AD(       ) 2
 NC0985  NGVD 29 (07/19/86)  681.9    (m)         2237.     (f) VERT ANG       
 NC0985
 NC0985.Superseded values are not recommended for survey control.
 NC0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0985.See file dsdata.txt to determine how the superseded data were derived.
 NC0985
 NC0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2611857084(NAD 83)
 NC0985_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0985
 NC0985  HISTORY     - Date     Condition        Report By
 NC0985  HISTORY     - 1964     MONUMENTED       CGS
 NC0985  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NC0985  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NC0985  HISTORY     - 20030424 GOOD             USPSQD
 NC0985
 NC0985                          STATION DESCRIPTION
 NC0985
 NC0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC0985'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK AT THIS
 NC0985'TIME.
 NC0985'
 NC0985'THE STATION IS LOCATED ON A HIGH TIMBERED HILL IN GENESSEE
 NC0985'TOWNSHIP, ABOUT 3-3/4 MILES EAST-SOUTHEAST OF PORTVILLE, ABOUT
 NC0985'5-1/2 MILES SOUTHWEST OF BOLIVER, ON OR NEAR THE PROPERTY LINE
 NC0985'OF MRS. AUGUSTA HATCH AND MR. WALTER FROST.  PERMISSION WAS
 NC0985'OBTAINED FROM BOTH OF THE ABOVE PARTIES.  IT IS 23 FEET WEST OF
 NC0985'A TWIN TRUNKED 18 INCH MAPLE TREE, 21 FEET SOUTHWEST OF A 10
 NC0985'INCH MAPLE TREE, 20 FEET SOUTHEAST OF A 6 INCH PINE TREE, AND
 NC0985'16 FEET NORTHEAST OF A TRIPLE TRUNKED 24 INCH MAPLE TREE WITH A
 NC0985'TRIANGULAR BLAZE ON THE NORTHEAST SIDE.  THE MONUMENT
 NC0985'PROJECTS 6 INCHES AND THE DISK IS STAMPED BELL 1964.
 NC0985'
 NC0985'TO REACH FROM THE POST OFFICE IN PORTVILLE, GO EAST ON STATE
 NC0985'HIGHWAY 17 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NC0985'NORTHEAST ON STATE HIGHWAY 305 FOR 1.95 MILES TO A
 NC0985'CROSSROAD.  TURN RIGHT AND GO EASTERLY ON DEER CREEK ROAD FOR
 NC0985'0.45 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON DEER CREEK
 NC0985'ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON
 NC0985'DEER CREEK ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NC0985'AND GO SOUTHEASTERLY ON A GRAVELED ROAD FOR 1.1 MILES TO THE
 NC0985'HOME OF MRS. HATCH ON THE RIGHT.  CONTINUE AHEAD ON A NARROW
 NC0985'GRAVELED ROAD FOR 0.5 MILE TO A MOWED FIELD ON THE RIGHT
 NC0985'(THIS IS ABOUT 0.1 MILE BEFORE REACHING TOP OF GRADE).  TURN
 NC0985'RIGHT ACROSS FIELD FOR 0.05 MILE TO THE EDGE OF WOODS.  TURN RIGHT
 NC0985'AND GO WEST-SOUTHWEST ALONG THE SOUTH EDGE OF THE FIELD FOR
 NC0985'0.1 MILE TO THE SOUTHWEST CORNER OF THE FIELD, AND A WOODS
 NC0985'ROAD.  TAKE THE WOODS ROAD WESTERLY FOR 0.4 MILE TO THE EDGE
 NC0985'OF AN OLD GROWN UP FIELD.  CONTINUE ON THE WOODS ROAD FOR
 NC0985'0.05 MILE TO A LOGGING ROAD ON THE LEFT (JUST BEFORE REACHING
 NC0985'AN OPEN AREA).  TURN LEFT FOR ABOUT 75 YARDS TO THE HIGHEST
 NC0985'POINT OF THE HILL AND THE STATION.
 NC0985'
 NC0985'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF A 12 INCH BEECH TREE,
 NC0985'14 FEET NORTH OF A 14 INCH BEECH TREE, 14 FEET WEST-NORTHWEST OF
 NC0985'A TWIN TRUNKED 14 INCH MAPLE TREE, AND 1 FOOT SOUTHWEST OF A 4
 NC0985'INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 NC0985'STAMPED BELL NO 1 1964.
 NC0985'
 NC0985'REFERENCE MARK 2 IS 41 FEET NORTHEAST OF A 16 INCH PINE TREE,
 NC0985'26 FEET EAST OF A TWIN TRUNKED 14 INCH OAK TREE, AND 24 FEET
 NC0985'SOUTHWEST OF A 14 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES
 NC0985'AND THE DISK IS STAMPED BELL NO 2 1964.
 NC0985'
 NC0985'HEIGHT OF LIGHT ABOVE STATION MARK 25.96 METERS.
 NC0985
 NC0985                          STATION RECOVERY (1967)
 NC0985
 NC0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 NC0985'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NC0985'RECOVERED AS DESCRIBED BY C.A.A. AND C.F.K. IN THE 1964
 NC0985'DESCRIPTION.  THE 1964 DISTANCE BETWEEN THE REFERENCE MARKS WAS
 NC0985'125.78 FEET.
 NC0985'
 NC0985'HEIGHT OF LIGHT ABOVE STATION MARK 99.3 FEET.
 NC0985
 NC0985                          STATION RECOVERY (1975)
 NC0985
 NC0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NC0985'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NC0985'TO REFERENCE MARKS WERE NOT CHECKED.  STATION IS SURROUNDED BY
 NC0985'TREES AND VIEW IS BLOCKED IN ALL DIRECTIONS.
 NC0985'
 NC0985'STATION IS LOCATED IN A 30-FOOT-DIAMETER CLEARING ON A TIMBERED
 NC0985'HILL, 2-1/4 MILES NORTH OF THE PENNSYLVANIA STATE LINE AND 1800
 NC0985'FEET SOUTH-SOUTHEAST OF NARVOO HOLLOW ROAD.  STATION MARK IS A
 NC0985'STANDARD DISK STAMPED BELL 1964, SET IN THE TOP OF A ROUND
 NC0985'CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS ABOUT
 NC0985'180 FEET SOUTH OF AN EAST-WEST FOOTPATH.
 NC0985'
 NC0985'RM NO. 1 IS A STANDARD DISK STAMPED BELL NO 1 1964, SET IN THE
 NC0985'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NC0985'GROUND.
 NC0985'
 NC0985'RM NO. 2 IS A STANDARD DISK STAMPED BELL NO 2 1964, SET IN THE
 NC0985'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NC0985'GROUND.  IT IS 100 FEET SOUTH OF THE EAST-WEST FOOTPATH.
 NC0985'
 NC0985'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 305 AND 17 IN
 NC0985'PORTVILLE, GO NORTHEAST ON RTE. 305 FOR 2.0 MILES TO A
 NC0985'CROSSROAD.  TURN RIGHT ON DEER CREEK ROAD AND GO 1.5 MILES TO
 NC0985'A FORK.  TAKE RIGHT FORK AND GO SOUTHEAST ON NARVOO HOLLOW ROAD
 NC0985'FOR 1.1 MILES TO A STEEL PIPE GATE ACROSS ROAD, AT THE HOME OF
 NC0985'MRS. HATCH ON THE RIGHT.  FROM THIS POINT WALK SOUTHERLY ALONG
 NC0985'EDGE OF OPEN FIELD ABOUT 1200 FEET TO BEGINNING OF A FOOTPATH
 NC0985'IN WOODS ON LEFT.  FOLLOW STEEP PATH SOUTHEAST AND SOUTH ABOUT
 NC0985'1000 FEET TO TRAIL JUNCTION ON TOP OF RIDGE.  GO LEFT,
 NC0985'EAST, ABOUT 150 FEET, THEN SOUTH ABOUT 180 FEET TO STATION
 NC0985'ON THE HIGH POINT OF HILL.
 NC0985'
 NC0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0985'3-1/4 MILES EAST OF PORTVILLE.
 NC0985
 NC0985                          STATION RECOVERY (2003)
 NC0985
 NC0985'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0985'RM1 FOUND GOOD. RM2 POST BROKEN OFF AT GROUND, DISK INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2287 ***********************************************************************
 MZ2287  DESIGNATION -  BELL
 MZ2287  PID         -  MZ2287
 MZ2287  STATE/COUNTY-  NY/GREENE
 MZ2287  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2287
 MZ2287                         *CURRENT SURVEY CONTROL
 MZ2287  ___________________________________________________________________
 MZ2287* NAD 83(1996)-  42 19 28.04975(N)    073 47 10.01886(W)     ADJUSTED  
 MZ2287* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2287  ___________________________________________________________________
 MZ2287  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MZ2287  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2287
 MZ2287  HORZ ORDER  -  THIRD
 MZ2287
 MZ2287.The horizontal coordinates were established by classical geodetic methods
 MZ2287.and adjusted by the National Geodetic Survey in January 1999..
 MZ2287
 MZ2287.The orthometric height was scaled from a topographic map.
 MZ2287
 MZ2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2287
 MZ2287.The geoid height was determined by GEOID03.
 MZ2287
 MZ2287;                    North         East     Units Scale Factor Converg.
 MZ2287;SPC NY E     -   387,882.927   208,838.655   MT  0.99994258   +0 28 50.5
 MZ2287;SPC NY E     - 1,272,579.24    685,164.82   sFT  0.99994258   +0 28 50.5
 MZ2287;UTM  18      - 4,686,514.936   600,019.358   MT  0.99972309   +0 49 02.7
 MZ2287
 MZ2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2287!SPC NY E     -   1.00000482  x   0.99994258  =   0.99994740
 MZ2287!UTM  18      -   1.00000482  x   0.99972309  =   0.99972791
 MZ2287
 MZ2287:                Primary Azimuth Mark                     Grid Az
 MZ2287:SPC NY E     -  JUNCTION WEST                            034 02 14.6
 MZ2287:UTM  18      -  JUNCTION WEST                            033 42 02.4
 MZ2287
 MZ2287|---------------------------------------------------------------------|
 MZ2287| PID    Reference Object                     Distance      Geod. Az  |
 MZ2287|                                                           dddmmss.s |
 MZ2287| MZ2281 JUNCTION WEST                       APPROX. 0.8 KM 0343105.1 |
 MZ2287| MZ2248 STOCKPORT DIKE                      374.407 METERS 09152     |
 MZ2287|---------------------------------------------------------------------|
 MZ2287
 MZ2287                          SUPERSEDED SURVEY CONTROL
 MZ2287
 MZ2287  NAD 83(1996)-  42 19 28.04960(N)    073 47 10.02150(W) AD(       ) 3
 MZ2287  NAD 83(1996)-  42 19 28.04947(N)    073 47 10.02140(W) AD(       ) 3
 MZ2287  NAD 83(1996)-  42 19 28.04986(N)    073 47 10.02131(W) AD(       ) 3
 MZ2287  NAD 83(1992)-  42 19 28.05010(N)    073 47 10.02109(W) AD(       ) 3
 MZ2287  NAD 83(1992)-  42 19 28.04992(N)    073 47 10.02113(W) AD(       ) 3
 MZ2287  NAD 83(1992)-  42 19 28.05189(N)    073 47 10.01890(W) AD(       ) 3
 MZ2287  NAD 83(1986)-  42 19 28.05187(N)    073 47 10.01854(W) AD(       ) 3
 MZ2287  NAD 27      -  42 19 27.74000(N)    073 47 11.56900(W) AD(       ) 3
 MZ2287
 MZ2287.Superseded values are not recommended for survey control.
 MZ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2287.See file dsdata.txt to determine how the superseded data were derived.
 MZ2287
 MZ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0001986515(NAD 83)
 MZ2287
 MZ2287  HISTORY     - Date     Condition        Report By
 MZ2287  HISTORY     - 1923     MONUMENTED       USE
 MZ2287  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2287  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MZ2287
 MZ2287                          STATION DESCRIPTION
 MZ2287
 MZ2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2287'ON THE W SIDE OF THE HUDSON RIVER 1/2 MILE S OF FITCHS WHARF
 MZ2287'LIGHT NEAR THE NE CORNER OF BILLS DOCK, FIRST ICE HOUSE S OF
 MZ2287'FITCHS WHARF LIGHT, MARKED BY STANDARD U.S.E. CONCRETE MONUMENT.
 MZ2287
 MZ2287                          STATION RECOVERY (1970)
 MZ2287
 MZ2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MZ2287'STATION IS DESTROYED.  THE POINT OF LAND HAS BEEN WASHED AND ERODED
 MZ2287'BY HIGH WATER AND THE CONCRETE MONUMENT WAS FOUND LAYING NEARLY
 MZ2287'HORIZONTAL.
 MZ2287'
 MZ2287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2287'2 MILES SOUTH OF COXSACKIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2051 ***********************************************************************
 NA2051  DESIGNATION -  BELLEAYR
 NA2051  PID         -  NA2051
 NA2051  STATE/COUNTY-  NY/ULSTER
 NA2051  USGS QUAD   -  SHANDAKEN (1978)
 NA2051
 NA2051                         *CURRENT SURVEY CONTROL
 NA2051  ___________________________________________________________________
 NA2051* NAD 83(1996)-  42 06 57.15676(N)    074 29 52.07332(W)     ADJUSTED  
 NA2051* NAVD 88     -      1028.8    (meters)    3375.     (feet)  VERTCON   
 NA2051  ___________________________________________________________________
 NA2051  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 NA2051  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 NA2051
 NA2051  HORZ ORDER  -  SECOND
 NA2051
 NA2051.The horizontal coordinates were established by classical geodetic methods
 NA2051.and adjusted by the National Geodetic Survey in January 1999..
 NA2051
 NA2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2051
 NA2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2051
 NA2051.The geoid height was determined by GEOID03.
 NA2051
 NA2051;                    North         East     Units Scale Factor Converg.
 NA2051;SPC NY E     -   364,469.717   150,182.076   MT  0.99990000   +0 00 05.3
 NA2051;SPC NY E     - 1,195,764.40    492,722.36   sFT  0.99990000   +0 00 05.3
 NA2051;UTM  18      - 4,662,764.051   541,515.675   MT  0.99962121   +0 20 12.5
 NA2051
 NA2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2051!SPC NY E     -   0.99984333  x   0.99990000  =   0.99974334
 NA2051!UTM  18      -   0.99984333  x   0.99962121  =   0.99946460
 NA2051
 NA2051|---------------------------------------------------------------------|
 NA2051| PID    Reference Object                     Distance      Geod. Az  |
 NA2051|                                                           dddmmss.s |
 NA2051| CZ7474 BELLEAYR RM 1                        16.456 METERS 16428     |
 NA2051| CZ7475 BELLEAYR RM 2                        19.071 METERS 30214     |
 NA2051| NA2050 PINE HILL BELLE AYR LOT 1942          8.808 METERS 32742     |
 NA2051| NA2070 EIGNOR                              APPROX.10.5 KM 3493801.0 |
 NA2051|---------------------------------------------------------------------|
 NA2051
 NA2051                          SUPERSEDED SURVEY CONTROL
 NA2051
 NA2051  NAD 83(1986)-  42 06 57.15984(N)    074 29 52.07452(W) AD(       ) 2
 NA2051  NAD 27      -  42 06 56.83400(N)    074 29 53.52800(W) AD(       ) 2
 NA2051  NGVD 29 (07/19/86) 1029.0    (m)         3376.     (f) VERT ANG       
 NA2051
 NA2051.Superseded values are not recommended for survey control.
 NA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2051.See file dsdata.txt to determine how the superseded data were derived.
 NA2051
 NA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM4151662764(NAD 83)
 NA2051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2051_SETTING: 66 = SET IN ROCK OUTCROP
 NA2051
 NA2051  HISTORY     - Date     Condition        Report By
 NA2051  HISTORY     - 1942     MONUMENTED       CGS
 NA2051
 NA2051                          STATION DESCRIPTION
 NA2051
 NA2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2051'STATION IS ON THE SUMMIT OF A FLAT-TOPPED MOUNTAIN, 1.4 MILES
 NA2051'(AIR LINE) SW OF PINE HILL AND AT THE SITE OF THE BELLE AYR
 NA2051'LOOKOUT TOWER.  IT IS SET FLUSH IN OUTCROPPING BEDROCK, 16 FEET
 NA2051'SE OF THE SE LEG OF THE LOOKOUT TOWER, 11 FEET SSE OF THE SW
 NA2051'CORNER OF THE RANGER CABIN, 14 FEET SW OF THE SW CORNER OF THE
 NA2051'CABIN AND IS STAMPED BELLEAYR 1942.
 NA2051'
 NA2051'REFERENCE MARK NO. 1 IS SE OF THE STATION, SET FLUSH IN THE TOP
 NA2051'OF A BOULDER PROTRUDING ABOUT 1 FOOT, 61 FEET SE OF THE SE
 NA2051'CORNER OF THE RANGER CABIN AND IS STAMPED BELLEAYR NO. 1
 NA2051'1942.  (NOTE 12C).
 NA2051'
 NA2051'REFERENCE MARK NO. 2 IS NW OF THE STATION, SET FLUSH IN
 NA2051'BEDROCK, 30 FEET W BY N OF THE SW LEG OF THE LOOKOUT TOWER AND
 NA2051'IS STAMPED BELLEAYR NO. 2 1942. (NOTE 12A).
 NA2051'
 NA2051'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 NA2051'
 NA2051'A TRAVERSE CONNECTION WAS MADE TO THE BELLE AYR LOOKOUT
 NA2051'TOWER.  IT IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS-ENCLOSED
 NA2051'CAB ON TOP, OVERALL HEIGHT ABOUT 70 FEET.
 NA2051'
 NA2051'TO REACH THE STATION FROM THE PINE HILL POST OFFICE, GO
 NA2051'WESTERLY ON STATE HIGHWAY 28 FOR 0.1 MILE, TAKE LEFT FORK FOR
 NA2051'0.1 MILE AND TURN LEFT OVER A BRIDGE AND GO 0.05 MILE, KEEP
 NA2051'LEFT FOR 0.65 MILE TO A LOCKED GATE (ENTRANCE TO WALTER AND
 NA2051'HARRY NAJERIAN ESTATE).  FOR KEY TO THIS GATE, CONTACT CLATON
 NA2051'MEYERS WHO LIVES 1.0 MILE W OF THE PINE HILL ARMS, IN A SMALL
 NA2051'SHINGLED BUNGALOW ON THE S SIDE OF STATE HIGHWAY 28.  PASS
 NA2051'THROUGH GATE AND GO 0.4 MILE AND TURN RIGHT UP STEEP GRADE AND
 NA2051'GO 1.4 MILES TO AN OPEN SHELTER ON THE RIGHT.  CONTINUE UP
 NA2051'STEEP HILL FOR 0.6 MILE TO LOOKOUT TOWER AND STATION.  A
 NA2051'GOOD ROAD LEADS ALL THE WAY TO THE STATION AND IN DRY
 NA2051'WEATHER A TRUCK WITH CHAINS AND COMPOUND LOW GEAR CAN BE
 NA2051'DRIVEN TO THE STATION.
 NA2051'
 NA2051'STATION AND REFERENCE MARKS ARE BRONZE DISKS, AS DESCRIBED IN
 NA2051'NOTES 2, 12A AND 12C.
 NA2051'
 NA2051'A 37-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT SLIDE ECC.
 NA2051'
 NA2051'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT BALSAM 1940.
 NA2051'
 NA2051'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT GRAND.
 NA2051'
 NA2051'A 50-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT NORTH DOME 1940.
 NA2051'
 NA2051'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT EIGNOR 1940.
 NA2051'
 NA2051'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4107 ***********************************************************************
 KU4107  DESIGNATION -  BELLEVUE 1921
 KU4107  PID         -  KU4107
 KU4107  STATE/COUNTY-  NY/WESTCHESTER
 KU4107  USGS QUAD   -  YONKERS (1979)
 KU4107
 KU4107                         *CURRENT SURVEY CONTROL
 KU4107  ___________________________________________________________________
 KU4107* NAD 83(1996)-  40 57 34.10793(N)    073 52 50.74800(W)     ADJUSTED  
 KU4107* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 KU4107  ___________________________________________________________________
 KU4107  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 KU4107  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU4107
 KU4107  HORZ ORDER  -  SECOND
 KU4107
 KU4107.The horizontal coordinates were established by classical geodetic methods
 KU4107.and adjusted by the National Geodetic Survey in January 1999..
 KU4107
 KU4107.The orthometric height was scaled from a topographic map.
 KU4107
 KU4107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4107
 KU4107.The geoid height was determined by GEOID03.
 KU4107
 KU4107;                    North         East     Units Scale Factor Converg.
 KU4107;SPC NY E     -   236,232.162   202,126.421   MT  0.99993343   +0 24 21.4
 KU4107;SPC NY E     -   775,038.35    663,143.10   sFT  0.99993343   +0 24 21.4
 KU4107;SPC NY L     -    88,045.892   310,038.105   MT  0.99999672   +0 04 40.8
 KU4107;SPC NY L     -   288,863.90  1,017,183.35   sFT  0.99999672   +0 04 40.8
 KU4107;SPC NJ       -   236,232.162   202,126.421   MT  0.99993343   +0 24 21.4
 KU4107;SPC NJ       -   775,038.35    663,143.10   sFT  0.99993343   +0 24 21.4
 KU4107;UTM  18      - 4,534,861.447   594,188.003   MT  0.99970919   +0 44 01.5
 KU4107
 KU4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4107!SPC NY E     -   0.99998754  x   0.99993343  =   0.99992097
 KU4107!SPC NY L     -   0.99998754  x   0.99999672  =   0.99998426
 KU4107!SPC NJ       -   0.99998754  x   0.99993343  =   0.99992097
 KU4107!UTM  18      -   0.99998754  x   0.99970919  =   0.99969673
 KU4107
 KU4107:                Primary Azimuth Mark                     Grid Az
 KU4107:SPC NY E     -  LAKE AVE 1921                            211 52 42.5
 KU4107:SPC NY L     -  LAKE AVE 1921                            212 12 23.1
 KU4107:SPC NJ       -  LAKE AVE 1921                            211 52 42.5
 KU4107:UTM  18      -  LAKE AVE 1921                            211 33 02.4
 KU4107
 KU4107|---------------------------------------------------------------------|
 KU4107| PID    Reference Object                     Distance      Geod. Az  |
 KU4107|                                                           dddmmss.s |
 KU4107| KU4073 LAKE AVE 1921                       APPROX. 1.5 KM 2121703.9 |
 KU4107| KU4053 PALISADES WATER TANK                APPROX. 3.2 KM 2724634.0 |
 KU4107|---------------------------------------------------------------------|
 KU4107
 KU4107                          SUPERSEDED SURVEY CONTROL
 KU4107
 KU4107  NAD 83(1996)-  40 57 34.10846(N)    073 52 50.74865(W) AD(       ) 2
 KU4107  NAD 83(1992)-  40 57 34.10678(N)    073 52 50.74945(W) AD(       ) 2
 KU4107  NAD 83(1986)-  40 57 34.10976(N)    073 52 50.74741(W) AD(       ) 2
 KU4107  NAD 27      -  40 57 33.75600(N)    073 52 52.26100(W) AD(       ) 2
 KU4107
 KU4107.Superseded values are not recommended for survey control.
 KU4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4107.See file dsdata.txt to determine how the superseded data were derived.
 KU4107
 KU4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9418834861(NAD 83)
 KU4107_MARKER: H = DRILL HOLE
 KU4107_SETTING: 80 = SET IN A BOULDER
 KU4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4107+STABILITY: SURFACE MOTION
 KU4107
 KU4107  HISTORY     - Date     Condition        Report By
 KU4107  HISTORY     - 1921     MONUMENTED       NY6820
 KU4107
 KU4107                          STATION DESCRIPTION
 KU4107
 KU4107'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU4107'STATION IS LOCATED TO THE E OF BELLEVUE AVENUE AND N OF ROBERTS
 KU4107'AVENUE, A SMALL DRILL HOLE IN A BOULDER.
 KU4107'
 KU4107'WITNESS MARK NO. 1 IS A CITY MONUMENT 8 FEET W OF W CURB OF
 KU4107'BELLEVUE AVENUE AND 10.7 FEET S OF S CURB OF ROBERTS AVENUE.
 KU4107'
 KU4107'GREYSTONE (UNTERMEYER) IN BEARING N 39 DEG 50 MIN 45 SEC W.
 KU4107'
 KU4107'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9612 ***********************************************************************
 AA9612  DESIGNATION -  BELLIA
 AA9612  PID         -  AA9612
 AA9612  STATE/COUNTY-  NY/SUFFOLK
 AA9612  USGS QUAD   -  NORTHPORT (1979)
 AA9612
 AA9612                         *CURRENT SURVEY CONTROL
 AA9612  ___________________________________________________________________
 AA9612* NAD 83(1996)-  40 54 40.94203(N)    073 22 17.99336(W)     ADJUSTED  
 AA9612* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AA9612  ___________________________________________________________________
 AA9612  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA9612  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AA9612
 AA9612  HORZ ORDER  -  THIRD
 AA9612
 AA9612.The horizontal coordinates were established by classical geodetic methods
 AA9612.and adjusted by the National Geodetic Survey in January 1999..
 AA9612
 AA9612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9612
 AA9612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9612
 AA9612.The geoid height was determined by GEOID03.
 AA9612
 AA9612;                    North         East     Units Scale Factor Converg.
 AA9612;SPC NY L     -    82,887.120   352,935.152   MT  0.99999547   +0 24 39.5
 AA9612;SPC NY L     -   271,938.83  1,157,921.41   sFT  0.99999547   +0 24 39.5
 AA9612;UTM  18      - 4,530,194.998   637,131.420   MT  0.99983145   +1 03 59.6
 AA9612
 AA9612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9612!SPC NY L     -   1.00000439  x   0.99999547  =   0.99999986
 AA9612!UTM  18      -   1.00000439  x   0.99983145  =   0.99983584
 AA9612
 AA9612                          SUPERSEDED SURVEY CONTROL
 AA9612
 AA9612  NAD 83(1996)-  40 54 40.94459(N)    073 22 17.99257(W) AD(       ) 3
 AA9612  NAD 83(1986)-  40 54 40.94531(N)    073 22 17.99441(W) AD(       ) 3
 AA9612  NGVD 29 (01/19/96)    2.9    (m)           10.     (f) VERT ANG       
 AA9612
 AA9612.Superseded values are not recommended for survey control.
 AA9612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9612.See file dsdata.txt to determine how the superseded data were derived.
 AA9612
 AA9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3713130195(NAD 83)
 AA9612_MARKER: DD = SURVEY DISK
 AA9612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9612_STAMPING: BELLIA 1990
 AA9612_MARK LOGO: NOS   
 AA9612_PROJECTION: PROJECTING 2 CENTIMETERS
 AA9612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9612+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9612_ROD/PIPE-DEPTH: 1.05 meters
 AA9612
 AA9612  HISTORY     - Date     Condition        Report By
 AA9612  HISTORY     - 1990     MONUMENTED       NOS
 AA9612
 AA9612                          STATION DESCRIPTION
 AA9612
 AA9612'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9612'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9612'OF THE ISLAND ABOUT 3.3 NAUTICAL MILES NORTHEAST OF THE TOWN OF
 AA9612'HUNTINGTON ON THE WEST SHORE OF NORTHPORT HARBOR ON THE FIRST POINT
 AA9612'SOUTHEAST OF LITTLE NECK POINT ON THE PROPERTY OF A MR. BELLIA.  TO
 AA9612'REACH THE STATION FROM THE JUNCTION OF N.Y. HWY 25A AND LITTLE NECK
 AA9612'ROAD IN THE VILLAGE OF CENTERPORT, GO NORTH ON LITTLE NECK ROAD FOR
 AA9612'3.2 KM (2.00 MI) TO MARINERS COURT ON THE RIGHT, TURN RIGHT AND GO
 AA9612'EAST FOR 0.3 KM (0.20 MI) TO A GATE IN A WHITE PICKETT FENCE ON THE
 AA9612'RIGHT, THE HOME OF MR. BELLIA AND THE STATION ON THE SHORELINE AT THE
 AA9612'RUINS OF A WOOD AND STONE GROIN.  THE STATION MARK IS AN NOS ALUMINUM
 AA9612'DISK STAMPED ---BELLIA 1990--- WHICH IS CRIMPED TO THE TOP OF AN
 AA9612'ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS
 AA9612'OF CONCRETE NEAR THE CENTERLINE SHORELINE END OF THE WHARF RUINS.  IT
 AA9612'IS ABOUT 65 M (213.3 FT) NORTH OF THE NORTH EDGE OF THE CIRCULAR DRIVE
 AA9612'OF THE BELLIA HOME, 10.4 M (34.1 FT) WEST OF THE EAST EDGE OF THE
 AA9612'WHARF RUINS, 5.6 M (18.4 FT) SOUTH OF THE NORTH EDGE OF THE WHARF
 AA9612'RUINS, AND 4.9 M (16.1 FT) EAST OF THE WEST EDGE OF THE WHARF RUINS.
 AA9612'DESCRIBED BY P B WHARKBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3123 ***********************************************************************
 KU3123  DESIGNATION -  BELLMORE
 KU3123  PID         -  KU3123
 KU3123  STATE/COUNTY-  NY/NASSAU
 KU3123  USGS QUAD   -  FREEPORT (1979)
 KU3123
 KU3123                         *CURRENT SURVEY CONTROL
 KU3123  ___________________________________________________________________
 KU3123* NAD 83(1996)-  40 40 16.70132(N)    073 30 56.06539(W)     ADJUSTED  
 KU3123* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 KU3123  ___________________________________________________________________
 KU3123  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KU3123  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU3123
 KU3123  HORZ ORDER  -  FIRST
 KU3123
 KU3123.The horizontal coordinates were established by classical geodetic methods
 KU3123.and adjusted by the National Geodetic Survey in January 1999..
 KU3123
 KU3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3123
 KU3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3123
 KU3123.The geoid height was determined by GEOID03.
 KU3123
 KU3123;                    North         East     Units Scale Factor Converg.
 KU3123;SPC NY L     -    56,151.228   340,958.877   MT  0.99999975   +0 19 00.7
 KU3123;SPC NY L     -   184,222.82  1,118,629.25   sFT  0.99999975   +0 19 00.7
 KU3123;UTM  18      - 4,503,329.280   625,462.797   MT  0.99979375   +0 58 03.2
 KU3123
 KU3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3123!SPC NY L     -   1.00000385  x   0.99999975  =   1.00000360
 KU3123!UTM  18      -   1.00000385  x   0.99979375  =   0.99979760
 KU3123
 KU3123|---------------------------------------------------------------------|
 KU3123| PID    Reference Object                     Distance      Geod. Az  |
 KU3123|                                                           dddmmss.s |
 KU3123| CB6620 BELLMORE RM 1                        24.349 METERS 25115     |
 KU3123| KU3115 HANSON                              APPROX. 1.8 KM 2532420.6 |
 KU3123| CB6621 BELLMORE RM 2                        26.738 METERS 32324     |
 KU3123| CB6622 BELLMORE RM 3                        26.434 METERS 32334     |
 KU3123|---------------------------------------------------------------------|
 KU3123
 KU3123                          SUPERSEDED SURVEY CONTROL
 KU3123
 KU3123  NAD 83(1996)-  40 40 16.70439(N)    073 30 56.06425(W) AD(       ) 1
 KU3123  NAD 83(1992)-  40 40 16.70428(N)    073 30 56.06406(W) AD(       ) 1
 KU3123  NAD 83(1986)-  40 40 16.70480(N)    073 30 56.06493(W) AD(       ) 1
 KU3123  NAD 27      -  40 40 16.34011(N)    073 30 57.60861(W) AD(       ) 1
 KU3123  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 KU3123
 KU3123.Superseded values are not recommended for survey control.
 KU3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3123.See file dsdata.txt to determine how the superseded data were derived.
 KU3123
 KU3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2546303329(NAD 83)
 KU3123_MARKER: DS = TRIANGULATION STATION DISK
 KU3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3123
 KU3123  HISTORY     - Date     Condition        Report By
 KU3123  HISTORY     - 1965     MONUMENTED       CGS
 KU3123  HISTORY     - 1977     GOOD             NGS
 KU3123
 KU3123                          STATION DESCRIPTION
 KU3123
 KU3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3123'THE STATION IS LOCATED ON STATE PARK LAND IN BELLMORE IN THE
 KU3123'NORTH-WEST SEGMENT OF AN IRREGULAR SHAPED INTERCHANGE AT THE
 KU3123'JUNCTION OF STATE HIGHWAY 27 (SUNRISE HIGHWAY) AND WANTAGH
 KU3123'STATE PARKWAY.
 KU3123'
 KU3123'THE STATION MARK IS A STANDARD DISK STAMPED BELLMORE 1965,
 KU3123'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3123'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 151 FEET
 KU3123'EAST-NORTHEAST OF THE WEST TIP OF THE TRIANGULAR SHAPED TRAFFIC
 KU3123'ISLAND, 33.8 FEET NORTHEAST OF A METAL LIGHT POLE, 29.2 FEET
 KU3123'WEST OF THE NORTH SIGN POST SUPPORTING A LARGE SIGN WITH THE
 KU3123'LETTERING WANTAGH STATE PARKWAY JONES BEACH AND 19.8 FEET
 KU3123'NORTH OF THE CENTER OF A METAL MAN-HOLE COVER.
 KU3123'
 KU3123'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELLMORE NO 1 1965,
 KU3123'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3123'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 71.1 FEET EAST
 KU3123'NORTHEAST OF THE WEST TIP OF THE TRAFFIC ISLAND, 52.7 FEET
 KU3123'WEST-NORTHWEST OF A METAL LIGHT POLE, 13.4 FEET NORTH OF THE
 KU3123'SOUTH CURB OF THE TRAFFIC ISLAND AND 13.3 FEET SOUTHEAST OF
 KU3123'THE NORTHWEST CURB OF THE TRAFFIC ISLAND.
 KU3123'
 KU3123'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELLMORE NO 2
 KU3123'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU3123'MONUMENT PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 KU3123'66.5 FEET SOUTHWEST OF A WOODEN LIGHT POLE, 4.4 FEET NORTHWEST
 KU3123'OF THE NORTHWEST CURB OF THE ENTRANCE ROAD TO STATE HIGHWAY
 KU3123'27 AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 KU3123'
 KU3123'NO AZIMUTH MARK WAS SET AT THIS STATION, HOWEVER, STATION
 KU3123'HANSON WILL SERVE AS AN AZIMUTH MARK.
 KU3123'
 KU3123'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 KU3123
 KU3123                          STATION RECOVERY (1977)
 KU3123
 KU3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KU3123'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KU3123'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY ROAD
 KU3123'CONSTRUCTION.  NO AZIMUTH MARK AT THIS STATION, STATION HANSON
 KU3123'1965 MAY BE USED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 KU3123'
 KU3123'THE STATION IS LOCATED ABOUT 4 MILES EAST OF FREEPORT,
 KU3123'ABOUT 2-1/2 MILES NORTH-NORTHEAST OF EAST BAY, ON THE NORTH
 KU3123'SIDE OF STATE HIGHWAY 27 (SUNRISE HIGHWAY), AT THE JUNCTION OF
 KU3123'THE WANTAGH PARKWAY AND STATE HIGHWAY 27 (SUNRISE HIGHWAY) AT
 KU3123'THE VILLAGE OF BELLMORE.
 KU3123'
 KU3123'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 KU3123'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 KU3123'BELLMORE 1965.  IT IS 53.8 FEET WEST-NORTHWEST OF JUNCTION
 KU3123'OF EXIT RAMP AND STATE HIGHWAY 27, 47 FEET WEST-NORTHWEST OF
 KU3123'SIGN JONES BEACH, 31 FEET WEST OF A WOODEN LIGHT POLE, 20.6
 KU3123'FEET NORTH OF NORTH CURB OF STATE HIGHWAY 27, 18.6 FEET NORTH
 KU3123'OF A MANHOLE COVER AND 8.6 FEET NORTH OF A METAL LIGHT POLE.
 KU3123'
 KU3123'REFERENCE MARK 1 A STANDARD DISK SET TOP OF A 12 INCH ROUND
 KU3123'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 KU3123'BELLMORE NO 1 1965.  IT IS 132 FEET WEST OF JUNCTION OF OFF
 KU3123'RAMP AND STATE HIGHWAY 27, 77.6 FEET WEST OF A METAL LIGHT
 KU3123'POLE, 54 FEET EAST OF A METAL LIGHT POLE, 49 FEET
 KU3123'WEST-NORTHWEST OF A WOODEN LIGHT POLE AND 12.8 FEET
 KU3123'NORTH OF CONCRETE CURB OF STATE HIGHWAY 27.
 KU3123'
 KU3123'REFERENCE MARK 3 IS A STANDARD DISK SET TOP OF A 12 INCH
 KU3123'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 KU3123'BELLMORE NO 3 1965 1977.  IT IS 105 FEET WEST-NORTHWEST OF
 KU3123'SQUARE WOODEN LIGHT POLE 288/3, 99.8 FEET NORTH OF CONCRETE
 KU3123'CURB OF THE SUBRISE HIGHWAY, 98.3 FEET NORTH LIGHT POLE
 KU3123'30/4, 30.5 FEET EAST OF OLD MANHOLE COVER AND 28 FEET
 KU3123'SOUTH OF A CONCRETE CURB ON OFF RAMP.
 KU3123'
 KU3123'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED WITH
 KU3123'THE 1965 DATA.
 KU3123'
 KU3123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU3123'IN BELLMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4467 ***********************************************************************
 KU4467  DESIGNATION -  BELLPORT BAY YACHT CLUB FLAG
 KU4467  PID         -  KU4467
 KU4467  STATE/COUNTY-  NY/SUFFOLK
 KU4467  USGS QUAD   -  BELLPORT (1967)
 KU4467
 KU4467                         *CURRENT SURVEY CONTROL
 KU4467  ___________________________________________________________________
 KU4467* NAD 83(1996)-  40 45 07.65731(N)    072 55 58.63429(W)     ADJUSTED  
 KU4467* NAVD 88     -                                                        
 KU4467  ___________________________________________________________________
 KU4467  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KU4467  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4467
 KU4467  HORZ ORDER  -  THIRD
 KU4467
 KU4467.The horizontal coordinates were established by classical geodetic methods
 KU4467.and adjusted by the National Geodetic Survey in January 1999..
 KU4467
 KU4467
 KU4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4467
 KU4467.The geoid height was determined by GEOID03.
 KU4467
 KU4467;                    North         East     Units Scale Factor Converg.
 KU4467;SPC NY L     -    65,561.833   390,109.044   MT  0.99999636   +0 41 52.6
 KU4467;SPC NY L     -   215,097.45  1,279,882.76   sFT  0.99999636   +0 41 52.6
 KU4467;UTM  18      - 4,513,296.630   674,497.037   MT  0.99997479   +1 20 58.9
 KU4467
 KU4467                          SUPERSEDED SURVEY CONTROL
 KU4467
 KU4467  NAD 83(1996)-  40 45 07.65920(N)    072 55 58.63489(W) AD(       ) 4
 KU4467  NAD 83(1992)-  40 45 07.65799(N)    072 55 58.63456(W) AD(       ) 4
 KU4467  NAD 83(1986)-  40 45 07.66202(N)    072 55 58.63631(W) AD(       ) 4
 KU4467  NAD 27      -  40 45 07.28900(N)    072 56 00.26500(W) AD(       ) 3
 KU4467
 KU4467.Superseded values are not recommended for survey control.
 KU4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4467.See file dsdata.txt to determine how the superseded data were derived.
 KU4467
 KU4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7449713297(NAD 83)
 KU4467_MARKER: 62 = FLAGPOLE
 KU4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4467+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 KU4467
 KU4467  HISTORY     - Date     Condition        Report By
 KU4467  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU4467  HISTORY     - 20020424 GOOD             USPSQD
 KU4467  HISTORY     - 20020510 GOOD             USPSQD
 KU4467  HISTORY     - 20040621 GOOD             USPSQD
 KU4467
 KU4467                          STATION DESCRIPTION
 KU4467
 KU4467'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4467'THE FLAGPOLE, ON THE WATER FRONT ON THE N SHORE OF BELLPORT
 KU4467'BAY.  IT IS LOCATED ON THE DOCK OF THE BELLPORT BAY YACHT CLUB,
 KU4467'AT THE FOOT OF THE MAIN STREET LEADING S FROM THE VILLAGE OF
 KU4467'BELLPORT.
 KU4467
 KU4467                          STATION RECOVERY (2002)
 KU4467
 KU4467'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4467'2ND OBSERVER ANTHONY G ADESSO PATCHOGUE BAY  CONTRIBUTED 50 PERCENT OF
 KU4467'TOTAL CREDITS
 KU4467
 KU4467                          STATION RECOVERY (2002)
 KU4467
 KU4467'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4467'RECOVERED IN GOOD CONDITION.
 KU4467
 KU4467                          STATION RECOVERY (2004)
 KU4467
 KU4467'RECOVERY NOTE BY US POWER SQUADRON 2004 (KSK)
 KU4467'CAN YOU ADD POLE TO THE DESIGNATION TO READ
 KU4467'BELLPORT BAY YACHT CLUB FLAG POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4476 ***********************************************************************
 KU4476  DESIGNATION -  BELLPORT CO WATER AUTH SPIPE
 KU4476  PID         -  KU4476
 KU4476  STATE/COUNTY-  NY/SUFFOLK
 KU4476  USGS QUAD   -  BELLPORT (1967)
 KU4476
 KU4476                         *CURRENT SURVEY CONTROL
 KU4476  ___________________________________________________________________
 KU4476* NAD 83(1996)-  40 47 39.14925(N)    072 56 52.95409(W)     ADJUSTED  
 KU4476* NAVD 88     -                                                        
 KU4476  ___________________________________________________________________
 KU4476  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KU4476  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU4476
 KU4476  HORZ ORDER  -  THIRD
 KU4476
 KU4476.The horizontal coordinates were established by classical geodetic methods
 KU4476.and adjusted by the National Geodetic Survey in January 1999..
 KU4476
 KU4476
 KU4476.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4476
 KU4476.The geoid height was determined by GEOID03.
 KU4476
 KU4476;                    North         East     Units Scale Factor Converg.
 KU4476;SPC NY L     -    70,219.150   388,778.778   MT  0.99999537   +0 41 17.0
 KU4476;SPC NY L     -   230,377.33  1,275,518.37   sFT  0.99999537   +0 41 17.0
 KU4476;UTM  18      - 4,517,938.389   673,113.867   MT  0.99996887   +1 20 27.5
 KU4476
 KU4476                          SUPERSEDED SURVEY CONTROL
 KU4476
 KU4476  NAD 83(1996)-  40 47 39.15109(N)    072 56 52.95455(W) AD(       ) 4
 KU4476  NAD 83(1992)-  40 47 39.14988(N)    072 56 52.95415(W) AD(       ) 4
 KU4476  NAD 83(1986)-  40 47 39.15377(N)    072 56 52.95623(W) AD(       ) 4
 KU4476  NAD 27      -  40 47 38.80186(N)    072 56 54.56975(W) AD(       ) 3
 KU4476
 KU4476.Superseded values are not recommended for survey control.
 KU4476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4476.See file dsdata.txt to determine how the superseded data were derived.
 KU4476
 KU4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7311417938(NAD 83)
 KU4476_MARKER: 52 = STANDPIPE TANK
 KU4476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4476+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 KU4476
 KU4476  HISTORY     - Date     Condition        Report By
 KU4476  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4476  HISTORY     - 20020505 GOOD             USPSQD
 KU4476  HISTORY     - 20020510 GOOD             USPSQD
 KU4476  HISTORY     - 20050415 GOOD             USPSQD
 KU4476
 KU4476                          STATION DESCRIPTION
 KU4476
 KU4476'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4476'THE STATION IS THE TOP CENTER OF THE CIRCULAR STEPPED ROOF OF A
 KU4476'LARGE METAL STANDPIPE WHICH HAS AN OVER-ALL HEIGHT OF 120 FEET.  THE
 KU4476'ENTIRE STANDPIPE IS PAINTED GREY.
 KU4476'
 KU4476'THE STANDPIPE IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY AND
 KU4476'IS LOCATED 0.3 MILE NORTH OF THE CLOVERLEAF INTERCHANGE OF THE
 KU4476'SUNRISE HIGHWAY (STATE HIGHWAY 27) AND BELLPORT STATION ROAD NORTH
 KU4476'WHICH IS IN THE NORTH EDGE OF BELLPORT.
 KU4476
 KU4476                          STATION RECOVERY (2002)
 KU4476
 KU4476'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4476'2ND OBSERVER HARRY J KEMP  BAYSIDE PS  CONTRIBUTED 50 PERCENT
 KU4476
 KU4476                          STATION RECOVERY (2002)
 KU4476
 KU4476'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4476'RECOVERED IN GOOD CONDITION.
 KU4476
 KU4476                          STATION RECOVERY (2005)
 KU4476
 KU4476'RECOVERY NOTE BY US POWER SQUADRON 2005 (KSK)
 KU4476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4474 ***********************************************************************
 KU4474  DESIGNATION -  BELLPORT METH CH SPIRE
 KU4474  PID         -  KU4474
 KU4474  STATE/COUNTY-  NY/SUFFOLK
 KU4474  USGS QUAD   -  BELLPORT (1967)
 KU4474
 KU4474                         *CURRENT SURVEY CONTROL
 KU4474  ___________________________________________________________________
 KU4474* NAD 83(1996)-  40 45 36.41165(N)    072 56 09.89086(W)     ADJUSTED  
 KU4474* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 KU4474  ___________________________________________________________________
 KU4474  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KU4474  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KU4474
 KU4474  HORZ ORDER  -  SECOND
 KU4474
 KU4474.The horizontal coordinates were established by classical geodetic methods
 KU4474.and adjusted by the National Geodetic Survey in January 1999..
 KU4474
 KU4474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4474
 KU4474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4474
 KU4474.The geoid height was determined by GEOID03.
 KU4474
 KU4474;                    North         East     Units Scale Factor Converg.
 KU4474;SPC NY L     -    66,445.537   389,834.233   MT  0.99999613   +0 41 45.2
 KU4474;SPC NY L     -   217,996.73  1,278,981.15   sFT  0.99999613   +0 41 45.2
 KU4474;UTM  18      - 4,514,177.132   674,212.196   MT  0.99997357   +1 20 52.3
 KU4474
 KU4474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4474!SPC NY L     -   1.00000420  x   0.99999613  =   1.00000033
 KU4474!UTM  18      -   1.00000420  x   0.99997357  =   0.99997777
 KU4474
 KU4474                          SUPERSEDED SURVEY CONTROL
 KU4474
 KU4474  NAD 83(1996)-  40 45 36.41353(N)    072 56 09.89145(W) AD(       ) 2
 KU4474  NAD 83(1992)-  40 45 36.41231(N)    072 56 09.89110(W) AD(       ) 2
 KU4474  NAD 83(1986)-  40 45 36.41626(N)    072 56 09.89301(W) AD(       ) 2
 KU4474  NAD 27      -  40 45 36.06330(N)    072 56 11.51052(W) AD(       ) 2
 KU4474  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG       
 KU4474
 KU4474.Superseded values are not recommended for survey control.
 KU4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4474.See file dsdata.txt to determine how the superseded data were derived.
 KU4474
 KU4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7421214177(NAD 83)
 KU4474_MARKER: 90 = CHURCH SPIRE
 KU4474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4474+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 KU4474
 KU4474  HISTORY     - Date     Condition        Report By
 KU4474  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU4474  HISTORY     - 1956     GOOD             CGS
 KU4474  HISTORY     - 1967     GOOD             CGS
 KU4474  HISTORY     - 19990320 GOOD             USPSQD
 KU4474  HISTORY     - 20020505 GOOD             USPSQD
 KU4474  HISTORY     - 20020510 GOOD             USPSQD
 KU4474  HISTORY     - 20040621 GOOD             USPSQD
 KU4474
 KU4474                          STATION DESCRIPTION
 KU4474
 KU4474'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4474'THIS STATION IS THE BASE OF THE WEATHER VANE ATOP THE WHITE SPIRE
 KU4474'OF THE BELLPORT PRESBYTERIAN CHURCH, SITUATED ON THE N SIDE OF
 KU4474'MONTAUK HIGHWAY, OPPOSITE BROWNS LANE.
 KU4474'
 KU4474'THE CHURCH IS OF WOOD, PAINTED WHITE.  THE SPIRE RISES FROM THE
 KU4474'FRONT OR S END OF THE CHURCH AT THE CENTER, AND IS ABOUT 75 FEET
 KU4474'HIGH.
 KU4474'
 KU4474'STATION NOT OCCUPIED.
 KU4474
 KU4474                          STATION RECOVERY (1956)
 KU4474
 KU4474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 KU4474'THIS WHITE FRAME CHURCH CHECKS EXACTLY FOR ANGULAR POSITION FROM
 KU4474'TRIANGULATION STATION BAY 1933 BACKSIGHTING POR AND EAT.  IT IS,
 KU4474'AS DESCRIBED, ON THE NORTH SIDE OF THE HIGHWAY LEADING TO MONTAUK
 KU4474'(THIS ROAD SIGNED AS SOUTH COUNTRY ROAD) AND OPPOSITE BROWNS
 KU4474'LANE.  HOWEVER, IT IS NOW THE BELLPORT METHODIST CHURCH AS PER
 KU4474'SIGN ON CHURCH.
 KU4474
 KU4474                          STATION RECOVERY (1967)
 KU4474
 KU4474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4474'DUE TO CHANGES OF ROAD NAMES AND CHURCH NAMES A NEW AND COMPLETE
 KU4474'DESCRIPTION FOLLOWS--
 KU4474'
 KU4474'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE SURMOUNTED BY A
 KU4474'LARGE GOLD COLORED BALL AND WEATHER VANE.  THE SPIRE HAS AN OCTAGON
 KU4474'BASE ATOP A SQUARE TOWER WITH LOUVERED WINDOWS PAINTED BROWN WHICH
 KU4474'RISES FROM THE SOUTH FACE OF THE CHURCH BUILDING.  THE ENTIRE
 KU4474'CHURCH IS PAINTED WHITE.  THE SPIRE HAS AN OVER-ALL HEIGHT OF 85
 KU4474'FEET.
 KU4474'
 KU4474'THE 1933 DESCRIPTION CARRIES THIS CHURCH AS THE PRESBYTERIAN
 KU4474'CHURCH.  IT IS PRESENTLY THE BELLPORT METHODIST CHURCH AND IS
 KU4474'LOCATED IN THE NORTHEAST ANGLE OF BROWNS LANE AND SOUTH COUNTRY
 KU4474'ROAD (COUNTY ROAD 36) IN BELLPORT.
 KU4474
 KU4474                          STATION RECOVERY (1999)
 KU4474
 KU4474'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU4474'RECOVERED IN GOOD CONDITION.
 KU4474
 KU4474                          STATION RECOVERY (2002)
 KU4474
 KU4474'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4474'2ND OBSERVER HARRY J KEMP  BAYSIDE PS  CONTRIBUTED 50 PERCENT
 KU4474
 KU4474                          STATION RECOVERY (2002)
 KU4474
 KU4474'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4474'RECOVERED IN GOOD CONDITION.
 KU4474
 KU4474                          STATION RECOVERY (2004)
 KU4474
 KU4474'RECOVERY NOTE BY US POWER SQUADRON 2004 (KSK)
 KU4474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5606 ***********************************************************************
 LX5606  DESIGNATION -  BELLS WINDMILL
 LX5606  PID         -  LX5606
 LX5606  STATE/COUNTY-  NY/SUFFOLK
 LX5606  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5606
 LX5606                         *CURRENT SURVEY CONTROL
 LX5606  ___________________________________________________________________
 LX5606* NAD 83(1996)-  41 00 14.82459(N)    072 07 20.08721(W)     ADJUSTED  
 LX5606* NAVD 88     -                                                        
 LX5606  ___________________________________________________________________
 LX5606  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LX5606  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LX5606
 LX5606  HORZ ORDER  -  THIRD
 LX5606
 LX5606.The horizontal coordinates were established by classical geodetic methods
 LX5606.and adjusted by the National Geodetic Survey in January 1999..
 LX5606
 LX5606
 LX5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5606
 LX5606.The geoid height was determined by GEOID03.
 LX5606
 LX5606;                    North         East     Units Scale Factor Converg.
 LX5606;SPC NY L     -    94,689.999   457,962.975   MT  0.99999850   +1 13 41.5
 LX5606;SPC NY L     -   310,662.11  1,502,500.19   sFT  0.99999850   +1 13 41.5
 LX5606;UTM  18      - 4,543,203.824   742,022.751   MT  1.00032099   +1 53 20.6
 LX5606
 LX5606                          SUPERSEDED SURVEY CONTROL
 LX5606
 LX5606  NAD 83(1996)-  41 00 14.82460(N)    072 07 20.08732(W) AD(       ) 4
 LX5606  NAD 83(1992)-  41 00 14.82301(N)    072 07 20.08665(W) AD(       ) 4
 LX5606  NAD 83(1986)-  41 00 14.82506(N)    072 07 20.09370(W) AD(       ) 4
 LX5606  NAD 27      -  41 00 14.45400(N)    072 07 21.80800(W) AD(       ) 3
 LX5606
 LX5606.Superseded values are not recommended for survey control.
 LX5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5606.See file dsdata.txt to determine how the superseded data were derived.
 LX5606
 LX5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4202343204(NAD 83)
 LX5606_MARKER: 66 = WINDMILL
 LX5606
 LX5606  HISTORY     - Date     Condition        Report By
 LX5606  HISTORY     - 1921     FIRST OBSERVED   CGS
 LX5606  HISTORY     - 1928     GOOD             CGS
 LX5606  HISTORY     - 1933     GOOD             CGS
 LX5606
 LX5606                          STATION DESCRIPTION
 LX5606
 LX5606'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LX5606'THE HIGH WINDMILL WITH TANK UNDER IT, ON BELLS PLACE, ON THE
 LX5606'BLUFF ON THE W SIDE OF THE BAY OPPOSITE PROMISED LAND.
 LX5606
 LX5606                          STATION RECOVERY (1933)
 LX5606
 LX5606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5606'RECOVERED A WINDMILL IN THIS LOCALITY REPORTED TO HAVE BEEN THE
 LX5606'ONLY ONE STANDING IN 1921.  THE WINDMILL IS ABOUT 115 FEET
 LX5606'HIGH AND HAS A WATER TANK ABOUT A QUARTER OF THE WAY DOWN FROM
 LX5606'THE TOP.  THE WINDMILL IS OF STEEL FRAMEWORK AND EXTREMELY
 LX5606'PROMINENT FROM THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3264 ***********************************************************************
 KU3264  DESIGNATION -  BELMONT 3
 KU3264  PID         -  KU3264
 KU3264  STATE/COUNTY-  NY/NASSAU
 KU3264  USGS QUAD   -  LYNBROOK (1969)
 KU3264
 KU3264                         *CURRENT SURVEY CONTROL
 KU3264  ___________________________________________________________________
 KU3264* NAD 83(1996)-  40 42 39.09849(N)    073 43 36.71749(W)     ADJUSTED  
 KU3264* NAVD 88     -        23.0    (meters)      75.     (feet)  VERTCON   
 KU3264  ___________________________________________________________________
 KU3264  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KU3264  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU3264
 KU3264  HORZ ORDER  -  FIRST
 KU3264
 KU3264.The horizontal coordinates were established by classical geodetic methods
 KU3264.and adjusted by the National Geodetic Survey in January 1999..
 KU3264
 KU3264.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3264
 KU3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3264
 KU3264.The geoid height was determined by GEOID03.
 KU3264
 KU3264;                    North         East     Units Scale Factor Converg.
 KU3264;SPC NY L     -    60,466.427   323,080.224   MT  0.99999784   +0 10 43.1
 KU3264;SPC NY L     -   198,380.27  1,059,972.37   sFT  0.99999784   +0 10 43.1
 KU3264;UTM  18      - 4,507,440.028   607,540.398   MT  0.99974235   +0 49 49.7
 KU3264
 KU3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3264!SPC NY L     -   1.00000135  x   0.99999784  =   0.99999919
 KU3264!UTM  18      -   1.00000135  x   0.99974235  =   0.99974370
 KU3264
 KU3264|---------------------------------------------------------------------|
 KU3264| PID    Reference Object                     Distance      Geod. Az  |
 KU3264|                                                           dddmmss.s |
 KU3264| CB6625 BELMONT 3 RM 1                       24.649 METERS 10633     |
 KU3264| KU3260 ELMONT WATER TANK                   APPROX. 3.1 KM 1374403.7 |
 KU3264| CB6626 BELMONT 3 RM 2                       37.441 METERS 31342     |
 KU3264| CB6624 BELMONT 3 AZ MK                                    3533841.5 |
 KU3264|---------------------------------------------------------------------|
 KU3264
 KU3264                          SUPERSEDED SURVEY CONTROL
 KU3264
 KU3264  NAD 83(1996)-  40 42 39.10146(N)    073 43 36.71634(W) AD(       ) 1
 KU3264  NAD 83(1992)-  40 42 39.10140(N)    073 43 36.71622(W) AD(       ) 1
 KU3264  NAD 83(1986)-  40 42 39.10121(N)    073 43 36.71668(W) AD(       ) 1
 KU3264  NAD 27      -  40 42 38.73371(N)    073 43 38.24207(W) AD(       ) 1
 KU3264  NGVD 29 (07/19/86)   23.3    (m)           76.     (f) VERT ANG       
 KU3264
 KU3264.Superseded values are not recommended for survey control.
 KU3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3264.See file dsdata.txt to determine how the superseded data were derived.
 KU3264
 KU3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0754007440(NAD 83)
 KU3264_MARKER: DS = TRIANGULATION STATION DISK
 KU3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3264
 KU3264  HISTORY     - Date     Condition        Report By
 KU3264  HISTORY     - 1966     MONUMENTED       CGS
 KU3264  HISTORY     - 1968     GOOD             LOCENG
 KU3264  HISTORY     - 1974     GOOD             NGS
 KU3264
 KU3264                          STATION DESCRIPTION
 KU3264
 KU3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3264'THE STATION IS LOCATED ABOUT 3 MILES WEST OF FRANKLIN
 KU3264'SQUARE, JUST EAST OF INTERCHANGE 11 OF THE CROSS ISLAND
 KU3264'PARKWAY AND HEMPSTEAD TURNPIKE AND IN THE SOUTHWEST PORTION
 KU3264'OF THE BELMONT PARK RACE TRACK.
 KU3264'
 KU3264'TO REACH THE STATION FROM THE FRANKLIN NATIONAL BANK IN
 KU3264'FRANKLIN SQUARE, GO WEST ON HEMPSTEAD TURNPIKE FOR 2.8 MILES
 KU3264'TO AN IRON GATE AND ENTRANCE INTO THE RACE TRACK ON THE
 KU3264'RIGHT.  TURN RIGHT PASS THROUGH THE WEST ONE OF TWO GATES
 KU3264'(GATE NO. 3 WEST) AND THEN TURN LEFT AND GO ALONG SOUTH
 KU3264'EDGE OF PARKING LOT FOR ABOUT 200 FEET TO THE STATION ON
 KU3264'THE LEFT.
 KU3264'
 KU3264'THE STATION MARK IS A STANDARD DISK STAMPED BELMONT 3 1966
 KU3264'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 KU3264'MONUMENT FLUSH WITH THE GROUND.  IT IS 52.6 FEET
 KU3264'EAST-SOUTHEAST OF A TELEPHONE POLE, 34 FEET EAST OF A
 KU3264'TELEPHONE POLE, 19 FEET NORTHEAST OF THE NORTH CURB OF THE
 KU3264'WEST BOUND LANE OF HEMPSTEAD TURNPIKE, 10.6 FEET
 KU3264'SOUTH-SOUTHWEST OF THE SOUTH CURB OF PARKING AREA, 8.6 FEET
 KU3264'NORTHEAST OF AN IRON FENCE, AND 8.5 FEET NORTHEAST OF A
 KU3264'WITNESS POST.
 KU3264'
 KU3264'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BELMONT
 KU3264'3 NO 1 1966 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED
 KU3264'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 30 FEET
 KU3264'SOUTHEAST OF THE NORTH 1 OF 2 MANHOLE COVERS, 29 FEET EAST OF
 KU3264'THE SOUTH 1 OF 2 MANHOLE COVERS, 18.1 FEET NORTHEAST OF THE
 KU3264'IRON FENCE AND 1.5 FEET SOUTHWEST OF THE SOUTH CURB OF
 KU3264'PARKING AREA.
 KU3264'
 KU3264'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BELMONT
 KU3264'3 NO 2 1966 CEMENTED IN A DRILL HOLE IN THE SIDEWALK THAT
 KU3264'DIVIDES THE ENTRANCE DRIVEWAY AND PARKING AREA.  IT IS 57.6
 KU3264'FEET NORTHWEST OF A TELEPHONE POLE, 47 FEET NORTH-NORTHWEST
 KU3264'OF THE IRON FENCE, 1.5 FEET SOUTH OF THE SOUTH CURB OF THE
 KU3264'SIDEWALK AND 1.3 FEET NORTHEAST OF THE NORTH GATE POST.
 KU3264'
 KU3264'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELMONT 3 1966
 KU3264'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU3264'FLUSH WITH THE GROUND.  IT IS 191 FEET NORTH-NORTHEAST OF
 KU3264'THE NORTHEAST CORNER OF AN OVERHEAD WALKWAY, 89.8 FEET EAST
 KU3264'OF A FIRE HYDRANT, 58.5 FEET SOUTHEAST OF THE CENTER OF A
 KU3264'STORM DRAIN INLET, 2.2 FEET NORTHEAST OF THE EAST CURB,
 KU3264'1.5 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST
 KU3264'OF A CHAIN LINK FENCE.
 KU3264'
 KU3264'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 KU3264'A NORTH-SOUTH FENCE FOR 0.25 MILE TO AN OVERHEAD WALKWAY AND
 KU3264'THE AZIMUTH MARK AS DESCRIBED.
 KU3264'
 KU3264'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 KU3264
 KU3264                          STATION RECOVERY (1968)
 KU3264
 KU3264'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (RGB)
 KU3264'STATION RECOVERED BY C SELLS INC.
 KU3264'
 KU3264'BELMONT 3 -1966 GOOD
 KU3264'
 KU3264'THE REFERENCE MKS WERE NOT NEEDED AND THEREFORE WERE
 KU3264'NOT SEARCHED FOR.  THE AZIMUTH MK WAS RECOVERED AND IS IN
 KU3264'GOOD CONDITION.  HOWEVER, THERE IS A NEWLY BUILT BRICK
 KU3264'STRUCTURE ON LINE BETWEEN THE STATION AND AZ. MK.
 KU3264'
 KU3264'NOTE--THERE IS A STEEPLED ROOF TO THE WSW OF THE STATION
 KU3264'MK.  IT IS VISIBLE FROM THE GROUND AND I BELIEVE IT WOULD
 KU3264'BE SUITABLE, BOTH AS TO DISTANCE AND SIGHTING, FOR AN
 KU3264'AZIMUTH PT.
 KU3264
 KU3264                          STATION RECOVERY (1974)
 KU3264
 KU3264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KU3264'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 KU3264'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KU3264'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER
 KU3264'VISIBLE FROM THE GROUND AT THE STATION.
 KU3264'
 KU3264'STATION IS LOCATED ABOUT 3 MILES WEST OF FRANKLIN SQUARE,
 KU3264'JUST EAST OF THE INTERSECTION OF HEMPSTEAD TURNPIKE AND
 KU3264'CROSS ISLAND PARKWAY AND IS NEAR THE SOUTHWEST CORNER OF THE
 KU3264'BELMONT PARK RACE TRACK.
 KU3264'
 KU3264'TO REACH THE STATION FROM THE FRANKLIN NATIONAL BANK IN
 KU3264'FRANKLIN SQUARE, GO WEST ON HEMPSTEAD TURNPIKE FOR 2.8 MILES
 KU3264'TO IRON GATE NO 3 ON RIGHT, TURN RIGHT, PASS THROUGH GATE,
 KU3264'TURN LEFT, GO WEST ABOUT 200 FEET TO THE STATION ON LEFT.
 KU3264'
 KU3264'STATION MARK, A STANDARD DISK SET IN TOP OF A 12 INCH
 KU3264'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 KU3264'BELMONT 3 1966.  IT IS 52.5 FEET EAST-SOUTHEAST OF A
 KU3264'TELEPHONE POLE, 34 FEET EAST OF A TELEPHONE POLE, 19 FEET
 KU3264'NORTHEAST OF NORTH CURB OF HEMPSTEAD TURNPIKE, 10.5 FEET
 KU3264'SOUTH-SOUTHWEST OF PARKING LOT CURB, 8.6 FEET NORTHEAST OF
 KU3264'CHAIN LENGTH FENCE AND 8.5 FEET NORTHEAST OF WITNESS POST.
 KU3264'
 KU3264'REFERENCE MARK 1, A STANDARD DISK SET IN A 12 INCH
 KU3264'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS
 KU3264'STAMPED BELMONT 3 NO 1 1966.  IT IS 30 FEET SOUTHEAST OF NORTH
 KU3264'1 OF 2 MANHOLE COVERS, 29 FEET EAST OF SOUTH 1 OF 2 MANHOLE
 KU3264'COVERS, 18 FEET NORTHEAST OF CHAIN LENGTH FENCE AND
 KU3264'1.5 SOUTHWEST OF CURB.
 KU3264'
 KU3264'REFERENCE MARK 2, A STANDARD DISK SET IN A DRILL HOLE IN
 KU3264'SIDEWALK AND THE DISK IS STAMPED BELMONT 3 NO 2 1966.  IT IS
 KU3264'16.5 FEET NORTH-NORTHEAST OF CENTER OF A GATE, 4.4 FEET
 KU3264'NORTH-NORTHEAST OF CURB, 1.7 FEET WEST-SOUTHWEST OF CURB
 KU3264'AND 1.5 FEET NORTH-NORTHEAST OF GATE POST.
 KU3264'
 KU3264'AZIMUTH MARK, A STANDARD DISK SET IN TOP OF A 12 INCH
 KU3264'ROUND CONCRETE MONUMENT WHICH IS NOW IN THE MIDDLE OF A
 KU3264'NEW SIDEWALK AND IS FLUSH WITH SIDEWALK AND THE DISK IS STAMPED
 KU3264'BELMONT 3 1966.  IT IS 89.6 FEET EAST OF FIRE HYDRANT, 73 FEET
 KU3264'EAST-SOUTHEAST OF SMALL STEEL OBSERVATION TOWER, 8.2 FEET
 KU3264'SOUTH-SOUTHWEST OF WITNESS POST, 5.5 SOUTH-SOUTHWEST OF CHAIN
 KU3264'LENGTH FENCE AND 5.4 FEET NORTH-NORTHEAST OF CURB.
 KU3264'
 KU3264'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 KU3264'ALONG EAST SIDE OF CHAIN LENGTH FENCE FOR 0.25 MILE TO
 KU3264'AZIMUTH MARK ON RIGHT.
 KU3264'
 KU3264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU3264'3 MILES WEST OF FRANKLIN SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2451 ***********************************************************************
 KU2451  DESIGNATION -  BELMONT LAKE ST PK WATER TOWER
 KU2451  PID         -  KU2451
 KU2451  STATE/COUNTY-  NY/SUFFOLK
 KU2451  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2451
 KU2451                         *CURRENT SURVEY CONTROL
 KU2451  ___________________________________________________________________
 KU2451* NAD 83(1996)-  40 44 05.96107(N)    073 20 45.72447(W)     ADJUSTED  
 KU2451* NAVD 88     -                                                        
 KU2451  ___________________________________________________________________
 KU2451  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 KU2451  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KU2451
 KU2451  HORZ ORDER  -  THIRD
 KU2451
 KU2451.The horizontal coordinates were established by classical geodetic methods
 KU2451.and adjusted by the National Geodetic Survey in January 1999..
 KU2451
 KU2451
 KU2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2451
 KU2451.The geoid height was determined by GEOID03.
 KU2451
 KU2451;                    North         East     Units Scale Factor Converg.
 KU2451;SPC NY L     -    63,316.074   355,240.606   MT  0.99999691   +0 25 39.9
 KU2451;SPC NY L     -   207,729.49  1,165,485.22   sFT  0.99999691   +0 25 39.9
 KU2451;UTM  18      - 4,510,654.648   639,659.593   MT  0.99984008   +1 04 46.2
 KU2451
 KU2451                          SUPERSEDED SURVEY CONTROL
 KU2451
 KU2451  NAD 83(1996)-  40 44 05.96367(N)    073 20 45.72354(W) AD(       ) 4
 KU2451  NAD 83(1992)-  40 44 05.96313(N)    073 20 45.72302(W) AD(       ) 4
 KU2451  NAD 83(1986)-  40 44 05.96492(N)    073 20 45.72421(W) AD(       ) 4
 KU2451  NAD 27      -  40 44 05.60996(N)    073 20 47.29126(W) AD(       ) 3
 KU2451
 KU2451.Superseded values are not recommended for survey control.
 KU2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2451.See file dsdata.txt to determine how the superseded data were derived.
 KU2451
 KU2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3966010655(NAD 83)
 KU2451_MARKER: 86 = CUPOLA
 KU2451
 KU2451  HISTORY     - Date     Condition        Report By
 KU2451  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2451  HISTORY     - 1984     GOOD             USCG
 KU2451  HISTORY     - 1984     GOOD             USPSQD
 KU2451  HISTORY     - 20030930 GOOD             USPSQD
 KU2451  HISTORY     - 20050806 GOOD             USPSQD
 KU2451
 KU2451                          STATION DESCRIPTION
 KU2451
 KU2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2451'THE STATION IS THE TOP AND CENTER OF A CUPOLA.  THE BASE IS RED
 KU2451'BRICK WITH A WHITE WOODEN TOP WITH A WALK-WAY AND GUARD RAIL.  THE
 KU2451'WOODEN TOP HAS A GREY WOODEN CUPOLA WITH 6 WINDOWS AND A GREY
 KU2451'METAL TOP.  THE OVER-ALL HEIGHT IS 95 FEET.
 KU2451'
 KU2451'THE STATION IS LOCATED IN THE TOWN OF BABYLON AND IN THE BELMONT
 KU2451'LAKE STATE PARK.
 KU2451'
 KU2451'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHERN STATE
 KU2451'PARKWAY AND BELMONT AVENUE, EXIT 37, GO NORTH ON BELMONT AVENUE
 KU2451'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 KU2451
 KU2451                          STATION RECOVERY (1984)
 KU2451
 KU2451'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2451'STATION FOUND EXCELLENT.
 KU2451'
 KU2451'MARKER RECOVERED JUST AS DESCRIBED.  LOCATION INSTRUCTIONS ARE
 KU2451'EXACT.  GOOD JOB.
 KU2451
 KU2451                          STATION RECOVERY (1984)
 KU2451
 KU2451'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2451'THE STATION WAS RECOVERED AS DESCRIBED IN 1967.
 KU2451
 KU2451                          STATION RECOVERY (2003)
 KU2451
 KU2451'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2451'RECOVERED IN GOOD CONDITION.
 KU2451
 KU2451                          STATION RECOVERY (2005)
 KU2451
 KU2451'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0031 ***********************************************************************
 OG0031  DESIGNATION -  BEN
 OG0031  PID         -  OG0031
 OG0031  STATE/COUNTY-  NY/ORLEANS
 OG0031  USGS QUAD   -  KENT (1978)
 OG0031
 OG0031                         *CURRENT SURVEY CONTROL
 OG0031  ___________________________________________________________________
 OG0031* NAD 83(1986)-  43 21 38.     (N)    078 14 53.     (W)     SCALED    
 OG0031* NAVD 88     -        89.535  (meters)     293.75   (feet)  ADJUSTED  
 OG0031  ___________________________________________________________________
 OG0031  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OG0031  DYNAMIC HT  -          89.517 (meters)     293.69  (feet)  COMP
 OG0031  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 OG0031
 OG0031  VERT ORDER  -  FIRST     CLASS II
 OG0031
 OG0031.The horizontal coordinates were scaled from a topographic map and have
 OG0031.an estimated accuracy of +/- 6 seconds.
 OG0031
 OG0031.The orthometric height was determined by differential leveling
 OG0031.and adjusted by the National Geodetic Survey in June 1991..
 OG0031
 OG0031.The geoid height was determined by GEOID03.
 OG0031
 OG0031.The dynamic height is computed by dividing the NAVD 88
 OG0031.geopotential number by the normal gravity value computed on the
 OG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0031.degrees latitude (g = 980.6199 gals.).
 OG0031
 OG0031.The modeled gravity was interpolated from observed gravity values.
 OG0031
 OG0031;                    North         East    Units  Estimated Accuracy
 OG0031;SPC NY W     -   373,280.      377,180.      MT  (+/- 180 meters Scaled)
 OG0031
 OG0031                          SUPERSEDED SURVEY CONTROL
 OG0031
 OG0031  NGVD 29 (??/??/92)   89.714  (m)          294.34   (f) ADJ UNCH    1 2
 OG0031
 OG0031.Superseded values are not recommended for survey control.
 OG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0031.See file dsdata.txt to determine how the superseded data were derived.
 OG0031
 OG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ229045(NAD 83)
 OG0031_MARKER: DB = BENCH MARK DISK
 OG0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0031_SP_SET: BRIDGE
 OG0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0031
 OG0031  HISTORY     - Date     Condition        Report By
 OG0031  HISTORY     - UNK      MONUMENTED       USLS
 OG0031  HISTORY     - 1967     GOOD             USLS
 OG0031
 OG0031                          STATION DESCRIPTION
 OG0031
 OG0031'DESCRIBED BY US LAKE SURVEY 1967
 OG0031'3 MI W FROM OAK ORCHARD HARBOR.
 OG0031'IS IN ORLEANS COUNTY, NEW YORK, ABOUT 3 MILES WEST OF OAK ORCHARD
 OG0031'HARBOR, 0.3 MILES EAST OF INTERSECTION OF ROOSEVELT HIGHWAY, (HWY.
 OG0031'18) AND WATERPORT RD., (HWY 279), AT WEST END OF A 300 FOOT RETAINING
 OG0031'WALL IN FRONT OF BEN B. BROWN RESIDENCE AT 13485 ROOSEVELT HIGHWAY,
 OG0031'18 FEET NORTH OF CENTERLINE OF ROOSEVELT HIGHWAY, 15.3 FEET EAST OF
 OG0031'WEST FACE AND 0.4 FEET NORTH OF SOUTH FACE OF WALL, 3 FEET ABOVE THE
 OG0031'GROUND, BEING THE HIGHEST POINT OVER A CROSS AT CENTER OF BRONZE DISC
 OG0031'SET INTO THE TOP OF THE CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0983 ***********************************************************************
 OG0983  DESIGNATION -  BENCH SUB IBC
 OG0983  PID         -  OG0983
 OG0983  STATE/COUNTY-  NY/NIAGARA
 OG0983  USGS QUAD   -  
 OG0983
 OG0983                         *CURRENT SURVEY CONTROL
 OG0983  ___________________________________________________________________
 OG0983* NAD 83(1996)-  43 04 46.49560(N)    079 03 44.58510(W)     ADJUSTED  
 OG0983* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 OG0983  ___________________________________________________________________
 OG0983  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 OG0983  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OG0983
 OG0983  HORZ ORDER  -  THIRD
 OG0983
 OG0983.The horizontal coordinates were established by classical geodetic methods
 OG0983.and adjusted by the National Geodetic Survey in January 1999..
 OG0983
 OG0983.The orthometric height was scaled from a topographic map.
 OG0983
 OG0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0983
 OG0983.The geoid height was determined by GEOID03.
 OG0983
 OG0983;                    North         East     Units Scale Factor Converg.
 OG0983;SPC NY W     -   342,121.920   310,990.542   MT  0.99995621   -0 19 37.9
 OG0983;SPC NY W     - 1,122,445.00  1,020,308.14   sFT  0.99995621   -0 19 37.9
 OG0983;UTM  17      - 4,771,474.299   657,729.914   MT  0.99990606   +1 19 25.3
 OG0983
 OG0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0983!SPC NY W     -   0.99997456  x   0.99995621  =   0.99993077
 OG0983!UTM  17      -   0.99997456  x   0.99990606  =   0.99988063
 OG0983
 OG0983:                Primary Azimuth Mark                     Grid Az
 OG0983:SPC NY W     -  NF NIAGARA HOTEL POLE IBC                008 57 10.1
 OG0983:UTM  17      -  NF NIAGARA HOTEL POLE IBC                007 18 06.9
 OG0983
 OG0983|---------------------------------------------------------------------|
 OG0983| PID    Reference Object                     Distance      Geod. Az  |
 OG0983|                                                           dddmmss.s |
 OG0983| OG0977 NF NIAGARA HOTEL POLE IBC           APPROX. 0.6 KM 0083732.2 |
 OG0983| OG0960 NF SHREDDED WHEAT BLDG IBC          APPROX. 0.6 KM 0541150.4 |
 OG0983| OG0952 GRASS                               APPROX. 1.4 KM 0953437.7 |
 OG0983| OG0963 CHIPPEWA ENGLISH CH SPIRE IBC       APPROX. 1.9 KM 1674645.3 |
 OG0983| OG0985 GOAT USLS                            19.050 METERS 29134     |
 OG0983|---------------------------------------------------------------------|
 OG0983
 OG0983                          SUPERSEDED SURVEY CONTROL
 OG0983
 OG0983  NAD 83(1986)-  43 04 46.50156(N)    079 03 44.58296(W) AD(       ) 3
 OG0983  NAD 27      -  43 04 46.29862(N)    079 03 45.41990(W) AD(       ) 3
 OG0983
 OG0983.Superseded values are not recommended for survey control.
 OG0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0983.See file dsdata.txt to determine how the superseded data were derived.
 OG0983
 OG0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5773071474(NAD 83)
 OG0983_MARKER: DD = SURVEY DISK
 OG0983_SETTING: 66 = SET IN ROCK OUTCROP
 OG0983_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 OG0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OG0983+STABILITY: POSITION/ELEVATION WELL
 OG0983
 OG0983  HISTORY     - Date     Condition        Report By
 OG0983  HISTORY     - 1941     MONUMENTED       IBC
 OG0983  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0983
 OG0983                          STATION DESCRIPTION
 OG0983
 OG0983'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0983'ON THE UNITED STATES SIDE OF THE BOUNDARY, ON THE ROCK REEF EXTENDING
 OG0983'SOUTH FROM THE UPPER END OF GOAT ISLAND.  WITH THE RIVER AT NORMAL
 OG0983'STAGE, THE REEF AND THE STATION ARE COVERED BY WATER.  THE STATION
 OG0983'IS ABOUT 20 FEET SOUTH OF THE NORMAL SHORE LINE AND ABOUT 145 FEET
 OG0983'FROM THE UPPER END OF THE ISLAND.  IT IS DIRECTLY SOUTH OF A GROUP
 OG0983'OF FIVE WILLOWS GROWING FROM A SINGLE ROOT.  BURIED 2 FEET IN 1956.
 OG0983'
 OG0983'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK CEMENTED
 OG0983'FLUSH WITH THE SURFACE OF THE GROUND IN A DRILL HOLE IN THE LEDGE
 OG0983'ROCK.  THERE IS ONE REFERENCE, STATION---GOAT-U.S.L.S.---
 OG0983
 OG0983                          STATION RECOVERY (1971)
 OG0983
 OG0983'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0983'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0105 ***********************************************************************
 PJ0105  DESIGNATION -  BEND
 PJ0105  PID         -  PJ0105
 PJ0105  STATE/COUNTY-  NY/JEFFERSON
 PJ0105  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0105
 PJ0105                         *CURRENT SURVEY CONTROL
 PJ0105  ___________________________________________________________________
 PJ0105* NAD 83(1986)-  44 12 48.     (N)    076 09 35.     (W)     SCALED    
 PJ0105* NAVD 88     -       105.118  (meters)     344.87   (feet)  ADJUSTED  
 PJ0105  ___________________________________________________________________
 PJ0105  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 PJ0105  DYNAMIC HT  -         105.105 (meters)     344.83  (feet)  COMP
 PJ0105  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 PJ0105
 PJ0105  VERT ORDER  -  FIRST     CLASS 0
 PJ0105
 PJ0105.The horizontal coordinates were scaled from a topographic map and have
 PJ0105.an estimated accuracy of +/- 6 seconds.
 PJ0105
 PJ0105.The orthometric height was determined by differential leveling
 PJ0105.and adjusted by the National Geodetic Survey in June 1991..
 PJ0105
 PJ0105.The geoid height was determined by GEOID03.
 PJ0105
 PJ0105.The dynamic height is computed by dividing the NAVD 88
 PJ0105.geopotential number by the normal gravity value computed on the
 PJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0105.degrees latitude (g = 980.6199 gals.).
 PJ0105
 PJ0105.The modeled gravity was interpolated from observed gravity values.
 PJ0105
 PJ0105;                    North         East    Units  Estimated Accuracy
 PJ0105;SPC NY C     -   468,060.      283,850.      MT  (+/- 180 meters Scaled)
 PJ0105
 PJ0105                          SUPERSEDED SURVEY CONTROL
 PJ0105
 PJ0105  NGVD 29 (??/??/92)  105.26   (m)          345.3    (f) COMPUTED    1 0
 PJ0105
 PJ0105.Superseded values are not recommended for survey control.
 PJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0105.See file dsdata.txt to determine how the superseded data were derived.
 PJ0105
 PJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP073962(NAD 83)
 PJ0105_MARKER: Z = SEE DESCRIPTION
 PJ0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0105_SP_SET: CULVERT
 PJ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0105
 PJ0105  HISTORY     - Date     Condition        Report By
 PJ0105  HISTORY     - UNK      MONUMENTED       CGS
 PJ0105  HISTORY     - 1958     GOOD             NGS
 PJ0105  HISTORY     - 19970730 GOOD             USPSQD
 PJ0105
 PJ0105                          STATION DESCRIPTION
 PJ0105
 PJ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PJ0105'10.9 MI FROM CAPE VINCENT.
 PJ0105'BEND BM IS IN JEFFERSON COUNTY, NEW YORK, 10.9 MILES DOWNRIVER FROM
 PJ0105'MARKET AND BROADWAY STREETS IN CAPE VINCENT, AT THE UPRIVER END OF
 PJ0105'A CONCRETE CULVERT ON THE SOUTHERLY SIDE OF HIGHWAY 12E, 223.6 FEET
 PJ0105'UPRIVER FROM UTILITY POLE CNYP 151 AND NYT 114, 37.7 FEET DOWNRIVER
 PJ0105'FROM UTILITY POLE CNYP 152 AND NYT 115, 18.8 FEET FROM THE CENTERLINE
 PJ0105'OF HIGHWAY 12E, BEING HIGHEST POINT ON TOP OF A 1/2-INCH HEXAGON
 PJ0105'BRASS ROD SET INTO THE CONCRETE.
 PJ0105
 PJ0105                          STATION RECOVERY (1997)
 PJ0105
 PJ0105'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1752 ***********************************************************************
 OF1752  DESIGNATION -  BEND 1925
 OF1752  PID         -  OF1752
 OF1752  STATE/COUNTY-  NY/MONROE
 OF1752  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1752
 OF1752                         *CURRENT SURVEY CONTROL
 OF1752  ___________________________________________________________________
 OF1752* NAD 83(1996)-  43 08 09.88259(N)    077 36 27.45334(W)     ADJUSTED  
 OF1752* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 OF1752  ___________________________________________________________________
 OF1752  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 OF1752  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF1752
 OF1752  HORZ ORDER  -  SECOND
 OF1752
 OF1752.The horizontal coordinates were established by classical geodetic methods
 OF1752.and adjusted by the National Geodetic Survey in January 1999..
 OF1752
 OF1752.The orthometric height was scaled from a topographic map.
 OF1752
 OF1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1752
 OF1752.The geoid height was determined by GEOID03.
 OF1752
 OF1752;                    North         East     Units Scale Factor Converg.
 OF1752;SPC NY W     -   348,748.749   429,379.624   MT  1.00001499   +0 40 01.8
 OF1752;SPC NY W     - 1,144,186.52  1,408,722.98   sFT  1.00001499   +0 40 01.8
 OF1752;UTM  18      - 4,779,227.159   287,921.471   MT  1.00015333   -1 47 00.9
 OF1752
 OF1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1752!SPC NY W     -   0.99997815  x   1.00001499  =   0.99999314
 OF1752!UTM  18      -   0.99997815  x   1.00015333  =   1.00013148
 OF1752
 OF1752                          SUPERSEDED SURVEY CONTROL
 OF1752
 OF1752  NAD 83(1986)-  43 08 09.89128(N)    077 36 27.45182(W) AD(       ) 2
 OF1752  NAD 27      -  43 08 09.66800(N)    077 36 28.44800(W) AD(       ) 2
 OF1752
 OF1752.Superseded values are not recommended for survey control.
 OF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1752.See file dsdata.txt to determine how the superseded data were derived.
 OF1752
 OF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8792179227(NAD 83)
 OF1752
 OF1752  HISTORY     - Date     Condition        Report By
 OF1752  HISTORY     - 1925     MONUMENTED       CGS
 OF1752  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1752  HISTORY     - 19950415 GOOD             USPSQD
 OF1752
 OF1752                          STATION DESCRIPTION
 OF1752
 OF1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1752'IN ROCHESTER, 0.24 METER WEST OF THE WEST EDGE OF THE SIDEWALK
 OF1752'ON THE WEST SIDE OF SOUTH AVENUE, IN FRONT OF A STUCCO HOUSE
 OF1752'AT NO.987 SOUTH AVENUE, 19.00 METERS NORTHEAST OF THE SOUTHEAST
 OF1752'CORNER OF THE PORCH OF THIS HOUSE, * 19.50 METERS SOUTHEAST OF
 OF1752'THE NORTHEAST CORNER OF THE HOUSE, AND 0.33 METER SOUTH OF THE
 OF1752'SOUTH EDGE OF THE SIDEWALK LEADING TO ITS FRONT DOOR.  STATION
 OF1752'IS SET AS DESCRIBED IN NOTE C.
 OF1752'
 OF1752'HOUSE SHOULD BE NO. 985 SOUTH AVE.
 OF1752
 OF1752                          STATION RECOVERY (1977)
 OF1752
 OF1752'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1752'BEND GOOD.
 OF1752
 OF1752                          STATION RECOVERY (1995)
 OF1752
 OF1752'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2297 ***********************************************************************
 KU2297  DESIGNATION -  BENDER
 KU2297  PID         -  KU2297
 KU2297  STATE/COUNTY-  NY/SUFFOLK
 KU2297  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2297
 KU2297                         *CURRENT SURVEY CONTROL
 KU2297  ___________________________________________________________________
 KU2297* NAD 83(1996)-  40 47 10.67246(N)    073 13 13.80621(W)     ADJUSTED  
 KU2297* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 KU2297  ___________________________________________________________________
 KU2297  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KU2297  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU2297
 KU2297  HORZ ORDER  -  SECOND
 KU2297
 KU2297.The horizontal coordinates were established by classical geodetic methods
 KU2297.and adjusted by the National Geodetic Survey in January 1999..
 KU2297
 KU2297.The orthometric height was scaled from a topographic map.
 KU2297
 KU2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2297
 KU2297.The geoid height was determined by GEOID03.
 KU2297
 KU2297;                    North         East     Units Scale Factor Converg.
 KU2297;SPC NY L     -    69,100.385   365,793.435   MT  0.99999552   +0 30 35.5
 KU2297;SPC NY L     -   226,706.85  1,200,107.29   sFT  0.99999552   +0 30 35.5
 KU2297;UTM  18      - 4,516,557.902   650,144.448   MT  0.99987748   +1 09 45.6
 KU2297
 KU2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2297!SPC NY L     -   1.00000067  x   0.99999552  =   0.99999619
 KU2297!UTM  18      -   1.00000067  x   0.99987748  =   0.99987815
 KU2297
 KU2297|---------------------------------------------------------------------|
 KU2297| PID    Reference Object                     Distance      Geod. Az  |
 KU2297|                                                           dddmmss.s |
 KU2297| CB6629 BENDER RM 1                          23.010 METERS 00917     |
 KU2297| KU2306 HAUPPAUGE RCA HAUPPAUGE TOWER       APPROX. 4.8 KM 0474443.0 |
 KU2297| CB6628 BENDER AZ MK RESET                                 0752736.7 |
 KU2297| CB6631 BENDER RM 3                          32.390 METERS 15616     |
 KU2297| KU2298 BENDER 2                             13.607 METERS 15618     |
 KU2297| CB6627 BENDER AZ MK                                       1573222.0 |
 KU2297| KU2590 BRENTWOOD MUNICIPAL TANK            APPROX. 3.0 KM 2513728.7 |
 KU2297| CB6630 BENDER RM 2                          25.298 METERS 25817     |
 KU2297|---------------------------------------------------------------------|
 KU2297
 KU2297                          SUPERSEDED SURVEY CONTROL
 KU2297
 KU2297  NAD 83(1996)-  40 47 10.67482(N)    073 13 13.80577(W) AD(       ) 2
 KU2297  NAD 83(1992)-  40 47 10.67397(N)    073 13 13.80521(W) AD(       ) 2
 KU2297  NAD 83(1986)-  40 47 10.67656(N)    073 13 13.80657(W) AD(       ) 2
 KU2297  NAD 27      -  40 47 10.32626(N)    073 13 15.39169(W) AD(       ) 2
 KU2297
 KU2297.Superseded values are not recommended for survey control.
 KU2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2297.See file dsdata.txt to determine how the superseded data were derived.
 KU2297
 KU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5014416558(NAD 83)
 KU2297_MARKER: DS = TRIANGULATION STATION DISK
 KU2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2297
 KU2297  HISTORY     - Date     Condition        Report By
 KU2297  HISTORY     - 1951     MONUMENTED       CGS
 KU2297  HISTORY     - 1960     GOOD             CGS
 KU2297  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 KU2297  HISTORY     - 1963     GOOD             CGS
 KU2297
 KU2297                          STATION DESCRIPTION
 KU2297
 KU2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2297'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BRENTWOOD AND JUST
 KU2297'NORTH OF THE BENDER-BRENTWOOD AIRPORT.  IT IS ON LONG ISLAND
 KU2297'RAILROAD PROPERTY, 72 FEET NORTH OF THE NORTH RAIL, 93 FEET WEST
 KU2297'OF ISLIP AVENUE AND 5 FEET NORTH OF A WITNESS POST.  THE MARK IS
 KU2297'STAMPED BENDER 1951.
 KU2297'
 KU2297'REFERENCE MARK NO. 1 IS 51 FEET WEST OF THE CENTER LINE OF ISLIP
 KU2297'AVENUE AND 3 FEET SOUTHWEST OF POWER POLE 2.  THE MARK PROJECTS 3
 KU2297'INCHES AND IS STAMPED BENDER NO. 1 1951.
 KU2297'
 KU2297'REFERENCE MARK NO. 2 IS 80 FEET NORTH OF THE NORTH RAIL OF THE
 KU2297'LONG ISLAND RAILROAD TRACKS AND ON RAILROAD PROPERTY.  THE MARK
 KU2297'PROJECTS 3 INCHES AND IS STAMPED BENDER NO. 2 1951.
 KU2297'
 KU2297'THE AZIMUTH MARK IS 100 FEET NORTH OF THE AIRPORT SERVICE STATION,
 KU2297'70 FEET WEST OF THE CENTERLINE OF ISLIP AVENUE, 69 FEET NORTHWEST
 KU2297'OF POWER POLE 170X, 4 FEET WEST OF A WITNESS POST AND NEAR THE
 KU2297'SOUTHEAST CORNER OF THE AIRPORT.  THE MARK PROJECTS 1 INCH AND
 KU2297'IS STAMPED BENDER 1951.
 KU2297'
 KU2297'TO REACH FROM MERRICK ROAD AND ISLIP AVENUE IN ISLIP, GO NORTH ON
 KU2297'ISLIP AVENUE FOR 4.5 MILES TO THE AIRPORT, RAILROAD TRACKS, AND THE
 KU2297'STATION SITE ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 KU2297'STATION, GO SOUTH ON ISLIP AVENUE FOR 0.3 MILE TO THE FILLING
 KU2297'STATION ON THE RIGHT AND THE MARK AS DESCRIBED.
 KU2297
 KU2297                          STATION RECOVERY (1960)
 KU2297
 KU2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 KU2297'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KU2297'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REACH THE STATION
 KU2297'SITE FROM MERRICK ROAD AND ISLIP AVENUE IN ISLIP WAS FOUND TO BE
 KU2297'4.0 MI. N ALONG ISLIP AVENUE.  THE BENDER-BRENTWOOD AIRPORT IS
 KU2297'NOW THE LONG ISLAND LIGHTING COMPANYS BRENTWOOD OPERATIONS
 KU2297'CENTER.
 KU2297'
 KU2297'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE REMOVED AT THE REQUEST
 KU2297'OF THE PROPERTY OWNERS.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK
 KU2297'WERE ESTABLISHED AT THIS TIME.
 KU2297'
 KU2297'THE STATION MARK AND REFERENCE MARK 2 ARE 23 FT. S OF AN E-W
 KU2297'WIRE FENCE ON THE S PROPERTY LINE OF THE 5 CORNERS BUILDING SUPPLY.
 KU2297'
 KU2297'REFERENCE MARK 3 IS 90 FT. W OF THE CENTERLINE OF ISLIP AVENUE,
 KU2297'27 FT. S OF THE SOUTH RAIL OF THE LONG ISLAND RAILROAD TRACKS,
 KU2297'4 FT. N OF THE NE CORNER OF A WIRE FENCE OF THE LONG ISLAND
 KU2297'LIGHTING COMPANYS BRENTWOOD OPERATIONS CENTER, 4 FT. LOWER IN
 KU2297'ELEVATION THAN THE STATION AND ON RAILROAD PROPERTY.  THE
 KU2297'MONUMENT PROJECTS 2 IN. AND THE DISK IS STAMPED BENDER NO 3 1951
 KU2297'.
 KU2297'
 KU2297'THE AZIMUTH MARK IS 53 FT. W OF THE CENTERLINE OF PETERS BOULEVARD,
 KU2297'26 FT. S OF THE SOUTH RAIL OF THE LONG ISLAND RAILROAD TRACKS, 10
 KU2297'FT. W OF POWERLINE POLE 42/37 AND ON RAILROAD PROPERTY.  THE
 KU2297'MONUMENT PROJECTS 2 IN. AND THE DISK IS STAMPED BENDER 1951 RESET
 KU2297'1960.
 KU2297'
 KU2297'TO REACH THE AZIMUTH MARK FROM THE STATION SITE, GO N ON ISLIP
 KU2297'AVENUE FOR ABOUT 150 FT. TO SUFFOLK AVENUE, TURN RIGHT AND GO E ON
 KU2297'SUFFOLK AVENUE FOR 0.5 MI. TO PETERS BOULEVARD, TURN RIGHT ON
 KU2297'PETERS BOULEVARD AND GO S ACROSS THE RAILROAD TRACKS FOR ABOUT
 KU2297'150 FT. AND THE MARK ON THE RIGHT.
 KU2297'
 KU2297'NO OBSERVATIONS COULD BE MADE TO REFERENCE MARK 1 BECAUSE OF
 KU2297'BUILDING MATERIALS ON LINE.
 KU2297
 KU2297                          STATION RECOVERY (1963)
 KU2297
 KU2297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (RGN)
 KU2297'AZIMUTH MARK TO TRIANGULATION STATION BENDER 1951, REPORTED
 KU2297'DESTROYED BY CONSTRUCTION.  THIS INFORMATION FURNISHED BY
 KU2297'ROBERT G. NELSON OF RISSO, NELSON AND POPE, 572 WALT WHITMAN ROAD,
 KU2297'HUNTINGTON STATION, N.Y.
 KU2297
 KU2297                          STATION RECOVERY (1963)
 KU2297
 KU2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAS)
 KU2297'THE STATION, R.M. 2, R.M. 3 WERE RECOVERED IN GOOD CONDITION.  A
 KU2297'NEW STATION BENDER 2 1963 AND R.M. 4 WERE SET.  NEW MARKS ARE
 KU2297'STANDARD DISKS SET IN CONCRETE.
 KU2297'
 KU2297'BENDER 1951 AND R.M. 2 WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2298 ***********************************************************************
 KU2298  DESIGNATION -  BENDER 2
 KU2298  PID         -  KU2298
 KU2298  STATE/COUNTY-  NY/SUFFOLK
 KU2298  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2298
 KU2298                         *CURRENT SURVEY CONTROL
 KU2298  ___________________________________________________________________
 KU2298* NAD 83(1996)-  40 47 10.26853(N)    073 13 13.57301(W)     ADJUSTED  
 KU2298* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 KU2298  ___________________________________________________________________
 KU2298  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KU2298  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU2298
 KU2298  HORZ ORDER  -  SECOND
 KU2298
 KU2298.The horizontal coordinates were established by classical geodetic methods
 KU2298.and adjusted by the National Geodetic Survey in January 1999..
 KU2298
 KU2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2298
 KU2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2298
 KU2298.The geoid height was determined by GEOID03.
 KU2298
 KU2298;                    North         East     Units Scale Factor Converg.
 KU2298;SPC NY L     -    69,087.974   365,799.013   MT  0.99999552   +0 30 35.6
 KU2298;SPC NY L     -   226,666.13  1,200,125.60   sFT  0.99999552   +0 30 35.6
 KU2298;UTM  18      - 4,516,545.557   650,150.167   MT  0.99987750   +1 09 45.7
 KU2298
 KU2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2298!SPC NY L     -   1.00000089  x   0.99999552  =   0.99999641
 KU2298!UTM  18      -   1.00000089  x   0.99987750  =   0.99987839
 KU2298
 KU2298:                Primary Azimuth Mark                     Grid Az
 KU2298:SPC NY L     -  BENDER AZ MK RESET                       074 04 47.3
 KU2298:UTM  18      -  BENDER AZ MK RESET                       073 25 37.2
 KU2298
 KU2298|---------------------------------------------------------------------|
 KU2298| PID    Reference Object                     Distance      Geod. Az  |
 KU2298|                                                           dddmmss.s |
 KU2298| CB6628 BENDER AZ MK RESET                                 0743522.9 |
 KU2298| KU2299 BENDER RM 5                         116.546 METERS 15423     |
 KU2298| CB6631 BENDER RM 3                          18.746 METERS 15615     |
 KU2298| CB6632 BENDER RM 4                          15.062 METERS 25428     |
 KU2298| KU2297 BENDER                               13.607 METERS 33618     |
 KU2298|---------------------------------------------------------------------|
 KU2298
 KU2298                          SUPERSEDED SURVEY CONTROL
 KU2298
 KU2298  NAD 83(1996)-  40 47 10.27090(N)    073 13 13.57258(W) AD(       ) 2
 KU2298  NAD 83(1992)-  40 47 10.27005(N)    073 13 13.57202(W) AD(       ) 2
 KU2298  NAD 83(1986)-  40 47 10.27211(N)    073 13 13.57307(W) AD(       ) 2
 KU2298  NAD 27      -  40 47 09.92113(N)    073 13 15.15810(W) AD(       ) 2
 KU2298  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 KU2298
 KU2298.Superseded values are not recommended for survey control.
 KU2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2298.See file dsdata.txt to determine how the superseded data were derived.
 KU2298
 KU2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5015016546(NAD 83)
 KU2298_MARKER: DS = TRIANGULATION STATION DISK
 KU2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2298
 KU2298  HISTORY     - Date     Condition        Report By
 KU2298  HISTORY     - 1963     MONUMENTED       CGS
 KU2298  HISTORY     - 1967     GOOD             CGS
 KU2298
 KU2298                          STATION DESCRIPTION
 KU2298
 KU2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAS)
 KU2298'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BRENTWOOD AND JUST
 KU2298'NORTH OF THE LONG ISLAND LIGHTING CO.  IT IS ON THE R.O.W. OF THE
 KU2298'LONG ISLAND RAILROAD, 30 FEET NORTH OF THE NORTH RAIL, 93 FEET
 KU2298'WEST OF THE CENTERLINE OF ISLIP AVENUE AND 20 FEET NORTH OF
 KU2298'SIGNAL TOWER 423 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS A
 KU2298'STANDARD DISK STAMPED BENDER 2 1963.
 KU2298'
 KU2298'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION ON THE NORTHEAST
 KU2298'CORNER OF A 10 FT. HIGH CYCLONE FENCE OF THE LONG ISLAND LIGHTING
 KU2298'CO., 90 FEET WEST OF THE CENTERLINE OF ISLIP AVENUE AND 30 FEET
 KU2298'SOUTH OF THE L.I. RAILROAD TRACK.  THE MARK PROJECTS 3 INCHES
 KU2298'AND IS STAMPED BENDER NO. 3 1960.
 KU2298'
 KU2298'REFERENCE MARK NO. 4 IS WEST OF THE STATION ON THE R.O.W. OF THE
 KU2298'L. I. RAILROAD PROPERTY 30 FEET NORTH OF THE NORTH RAIL AND 1 FOOT
 KU2298'SOUTH OF AN EAST - WEST FENCE LINE.  THE MARK IS FLUSH AND IS
 KU2298'STAMPED BENDER NO. 4 1963.
 KU2298'
 KU2298'TO REACH THE AZIMUTH GO EASTWARD ON SUFFOLK AVENUE FROM TRAFFIC
 KU2298'LIGHT ON ISLIP AVENUE 0.55 MILE TO PETERS BLVD.  TURN RIGHT AND
 KU2298'CROSS TRACKS TO MARK WHICH IS 56 FEET WEST OF THE CENTERLINE OF
 KU2298'PETERS BLVD., 24 FEET SOUTH OF THE RAILROAD TRACK AND 9 FEET WEST
 KU2298'OF POLE NO. 4237.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED
 KU2298'BENDER 1951, SET FLUSH WITH THE GROUND.
 KU2298
 KU2298                          STATION RECOVERY (1967)
 KU2298
 KU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2298'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 KU2298'RECOVERED IN GOOD CONDITION.  A TOWER COULD NOT BE BUILT OVER THE
 KU2298'STATION MARK, REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME AND
 KU2298'THE OBSERVATIONS WERE MADE FROM THIS POINT.  FOLLOWING IS A NEW
 KU2298'DESCRIPTION.
 KU2298'
 KU2298'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF BRENTWOOD, 1
 KU2298'MILE WEST OF CENTRAL ISLIP, 0.05 MILE NORTH OF THE LONG ISLAND
 KU2298'LIGHTING COMPANY AND ON THE RIGHT-OF-WAY OF THE LONG ISLAND
 KU2298'RAILROAD.
 KU2298'
 KU2298'TO REACH THE STATION FROM THE INTERSECTION OF ISLIP AVENUE (STATE
 KU2298'HIGHWAY 111) AND SUFFOLK AVENUE IN CENTRAL ISLIP, GO SOUTH ON
 KU2298'ISLIP AVENUE FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 KU2298'
 KU2298'THE STATION MARK IS A STANDARD DISK STAMPED BENDER 2 1963,
 KU2298'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 6
 KU2298'INCHES BELOW THE GROUND.  IT IS 92 FEET WEST OF THE CENTER OF ISLIP
 KU2298'AVENUE, 29 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 20.5
 KU2298'FEET NORTHWEST OF RAILROAD SIGNAL TOWER NO. 423, 1.8 FEET WEST
 KU2298'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A CHAIN LINK
 KU2298'FENCE.
 KU2298'
 KU2298'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BENDER NO 3 1951,
 KU2298'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KU2298'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 36.6 FEET WEST OF A
 KU2298'TELEPHONE POLE, 26.9 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 KU2298'TRACK AND 4.6 FEET NORTH OF A FENCE CORNER.
 KU2298'
 KU2298'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BENDER NO 4 1963,
 KU2298'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4
 KU2298'INCHES BELOW THE GROUND SURFACE.  IT IS 59.7 FEET WEST-NORTHWEST OF
 KU2298'SIGNAL TOWER NO. 423, 30 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 KU2298'TRACK AND 1 FOOT SOUTH OF THE CHAIN LINK FENCE.
 KU2298'
 KU2298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENDER 1951 RESET 1960,
 KU2298'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KU2298'1 INCH ABOVE THE GROUND.  IT IS 56 FEET WEST OF THE CENTER OF
 KU2298'PETERS BOULEVARD, 25.2 FEET SOUTH OF THE RAIL OF THE RAILROAD
 KU2298'TRACK, 10.5 FEET WEST OF POLE NO. 4237, 5.5 FEET NORTH OF A
 KU2298'CYCLONE FENCE AND 1.2 FEET WEST OF A METAL WITNESS POST.
 KU2298'
 KU2298'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ISLIP AVENUE
 KU2298'AND SUFFOLK AVENUE, GO EAST ON SUFFOLK AVENUE FOR 0.5 MILE TO A SIDE
 KU2298'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON PETERS BOULEVARD FOR 0.05
 KU2298'MILE TO THE MARK ON THE RIGHT.
 KU2298'
 KU2298'NOTE--SEE DESCRIPTION FOR BENDER 2 1963 NO 5 1967 FOR
 KU2298'ADDITIONAL INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2299 ***********************************************************************
 KU2299  DESIGNATION -  BENDER RM 5
 KU2299  PID         -  KU2299
 KU2299  STATE/COUNTY-  NY/SUFFOLK
 KU2299  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2299
 KU2299                         *CURRENT SURVEY CONTROL
 KU2299  ___________________________________________________________________
 KU2299* NAD 83(1996)-  40 47 06.86162(N)    073 13 11.42421(W)     ADJUSTED  
 KU2299* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 KU2299  ___________________________________________________________________
 KU2299  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KU2299  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU2299
 KU2299  HORZ ORDER  -  FIRST
 KU2299
 KU2299.The horizontal coordinates were established by classical geodetic methods
 KU2299.and adjusted by the National Geodetic Survey in January 1999..
 KU2299
 KU2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2299
 KU2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2299
 KU2299.The geoid height was determined by GEOID03.
 KU2299
 KU2299;                    North         East     Units Scale Factor Converg.
 KU2299;SPC NY L     -    68,983.333   365,850.328   MT  0.99999554   +0 30 37.0
 KU2299;SPC NY L     -   226,322.82  1,200,293.95   sFT  0.99999554   +0 30 37.0
 KU2299;UTM  18      - 4,516,441.520   650,202.664   MT  0.99987769   +1 09 47.0
 KU2299
 KU2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2299!SPC NY L     -   1.00000095  x   0.99999554  =   0.99999649
 KU2299!UTM  18      -   1.00000095  x   0.99987769  =   0.99987864
 KU2299
 KU2299:                Primary Azimuth Mark                     Grid Az
 KU2299:SPC NY L     -  HAUPPAUGE LILCO SHORT WAVE MST           034 02 12.6
 KU2299:UTM  18      -  HAUPPAUGE LILCO SHORT WAVE MST           033 23 02.6
 KU2299
 KU2299|---------------------------------------------------------------------|
 KU2299| PID    Reference Object                     Distance      Geod. Az  |
 KU2299|                                                           dddmmss.s |
 KU2299| KU2295 HAUPPAUGE LILCO SHORT WAVE MST      APPROX. 3.9 KM 0343249.6 |
 KU2299| KU2307 HAUPPAUGE GRUM TWIN RELAY MAST      APPROX. 4.9 KM 0460814.5 |
 KU2299| KU2302 CENTRAL ISLIP WATER TANK            APPROX. 3.2 KM 0484827.7 |
 KU2299| KU2294 CENTRAL ISLIP ST JOHN CH TOWER      APPROX. 1.6 KM 0844220.0 |
 KU2299| KU2301 CENTRAL ISLIP ST HOSP NE SPIPE      APPROX. 2.3 KM 0944327.4 |
 KU2299| KU2300 CENTRAL ISLIP ST HOSP N STACK       APPROX. 2.8 KM 1153309.5 |
 KU2299| KU2305 ISLIP TERRACE BARRASSO MAST         APPROX. 4.4 KM 1280526.4 |
 KU2299| KU2293 CENTRAL ISLIP ST HOSP SW SPIPE      APPROX. 2.5 KM 1392634.6 |
 KU2299| KU2292 ISLIP TERRACE RADIO WBIC MAST       APPROX. 3.7 KM 1714655.0 |
 KU2299| KU2315 BRENTWOOD ST JOSEPH ACAD TANK       APPROX. 2.1 KM 2354300.2 |
 KU2299| KU2608 DEER PARK CUTLER HAMMER TANK        APPROX. 7.6 KM 2535214.0 |
 KU2299| KU2590 BRENTWOOD MUNICIPAL TANK            APPROX. 3.1 KM 2540254.8 |
 KU2299| KU2607 BRENTWOOD EDGEWOOD HOSP STACK       APPROX. 6.7 KM 2615150.5 |
 KU2299| KU2588 BRENTWOOD WATER TANK                APPROX. 4.8 KM 2684313.5 |
 KU2299| KU2611 DEER PARK WATER TANK                APPROX. 8.1 KM 2703548.3 |
 KU2299| KU2585 BRENTWOOD PILGRIM ST HOSP CUP       APPROX. 6.2 KM 2775151.8 |
 KU2299| KU2589 BRENTWOOD PARK WATER TANK           APPROX. 3.4 KM 2842000.1 |
 KU2299| KU2591 BRENTWOOD ITT NW TOWER              APPROX. 4.0 KM 3120758.7 |
 KU2299| KU2592 WICK                                APPROX. 5.1 KM 3152416.4 |
 KU2299| KU2298 BENDER 2                            116.546 METERS 33423     |
 KU2299|---------------------------------------------------------------------|
 KU2299
 KU2299                          SUPERSEDED SURVEY CONTROL
 KU2299
 KU2299  NAD 83(1996)-  40 47 06.86398(N)    073 13 11.42377(W) AD(       ) 1
 KU2299  NAD 83(1992)-  40 47 06.86314(N)    073 13 11.42322(W) AD(       ) 1
 KU2299  NAD 83(1986)-  40 47 06.86574(N)    073 13 11.42460(W) AD(       ) 1
 KU2299  NAD 27      -  40 47 06.51418(N)    073 13 13.00929(W) AD(       ) 1
 KU2299  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG       
 KU2299
 KU2299.Superseded values are not recommended for survey control.
 KU2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2299.See file dsdata.txt to determine how the superseded data were derived.
 KU2299
 KU2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5020316442(NAD 83)
 KU2299_MARKER: DR = REFERENCE MARK DISK
 KU2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2299_STAMPING: BENDER 2 1963 NO 5 1967
 KU2299_MARK LOGO: CGS   
 KU2299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2299+STABILITY: SURFACE MOTION
 KU2299
 KU2299  HISTORY     - Date     Condition        Report By
 KU2299  HISTORY     - 1967     MONUMENTED       CGS
 KU2299  HISTORY     - 19951024 GOOD             NYDT
 KU2299
 KU2299                          STATION DESCRIPTION
 KU2299
 KU2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2299'THE STATION IS LOCATED ABOUT 2 MILES EAST OF BRENTWOOD, 1 MILE
 KU2299'WEST OF CENTRAL ISLIP, 0.05 MILE SOUTH OF THE LONG ISLAND RAILROAD
 KU2299'AND ON PROPERTY OF THE LONG ISLAND LIGHTING COMPANY.
 KU2299'
 KU2299'TO REACH THE STATION FROM THE INTERSECTION OF SUFFOLK AVENUE AND
 KU2299'ISLIP AVENUE (STATE HIGHWAY 111), GO SOUTH ON ISLIP AVENUE FOR
 KU2299'0.1 MILE TO THE STATION ON THE RIGHT.
 KU2299'
 KU2299'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KU2299'BENDER 2 1963 NO 5 1967, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 KU2299'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 155 FEET NORTH OF
 KU2299'THE CENTER OF THE PAVED ENTRANCE TO GATE NO. 1 OF THE LONG ISLAND
 KU2299'LIGHTING COMPANY, 137 FEET SOUTH OF THE CENTER OF THE PAVED
 KU2299'ENTRANCE TO GATE NO. 2 OF THE LONG ISLAND LIGHTING COMPANY, 78.3
 KU2299'FEET SOUTHWEST OF POWER LINE POLE NO. 21, 64.5 FEET WEST OF THE
 KU2299'CENTER OF ISLIP AVENUE AND 25.4 FEET WEST OF THE WEST EDGE OF
 KU2299'THE WEST SIDEWALK OF ISLIP AVENUE.
 KU2299'
 KU2299'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 KU2299
 KU2299                          STATION RECOVERY (1995)
 KU2299
 KU2299'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (HFS)
 KU2299'MARK RECOVERED AS DESCRIBED.  *SITE IS NOT SUITABLE FOR SATELLITE
 KU2299'OBSERVATIONS, DUE TO TREE COVERAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2566 ***********************************************************************
 OF2566  DESIGNATION -  BENEDICT
 OF2566  PID         -  OF2566
 OF2566  STATE/COUNTY-  NY/MONROE
 OF2566  USGS QUAD   -  HILTON (1976)
 OF2566
 OF2566                         *CURRENT SURVEY CONTROL
 OF2566  ___________________________________________________________________
 OF2566* NAD 83(1996)-  43 20 50.09652(N)    077 52 28.94592(W)     ADJUSTED  
 OF2566* NAVD 88     -        77.35   (+/-2cm)     253.8    (feet)  VERTCON   
 OF2566  ___________________________________________________________________
 OF2566  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 OF2566  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF2566
 OF2566  HORZ ORDER  -  FIRST
 OF2566  VERT ORDER  -  THIRD ? (See Below)
 OF2566
 OF2566.The horizontal coordinates were established by classical geodetic methods
 OF2566.and adjusted by the National Geodetic Survey in January 1999..
 OF2566
 OF2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2566.The vertical order pertains to the NGVD 29 superseded value.
 OF2566
 OF2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2566
 OF2566.The geoid height was determined by GEOID03.
 OF2566
 OF2566;                    North         East     Units Scale Factor Converg.
 OF2566;SPC NY W     -   371,989.515   407,452.101   MT  0.99997809   +0 29 11.1
 OF2566;SPC NY W     - 1,220,435.60  1,336,782.43   sFT  0.99997809   +0 29 11.1
 OF2566;UTM  18      - 4,803,391.265   267,005.384   MT  1.00026783   -1 58 26.9
 OF2566
 OF2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2566!SPC NY W     -   0.99999348  x   0.99997809  =   0.99997157
 OF2566!UTM  18      -   0.99999348  x   1.00026783  =   1.00026131
 OF2566
 OF2566|---------------------------------------------------------------------|
 OF2566| PID    Reference Object                     Distance      Geod. Az  |
 OF2566|                                                           dddmmss.s |
 OF2566| CZ4110 BENEDICT RM 1                        19.730 METERS 10026     |
 OF2566| OF2685 BENEDICT AZ MK                      APPROX. 0.6 KM 1844621.1 |
 OF2566|---------------------------------------------------------------------|
 OF2566
 OF2566                          SUPERSEDED SURVEY CONTROL
 OF2566
 OF2566  NAD 83(1986)-  43 20 50.10401(N)    077 52 28.94523(W) AD(       ) 1
 OF2566  NAD 27      -  43 20 49.88927(N)    077 52 29.90110(W) AD(       ) 1
 OF2566  NGVD 29 (07/19/86)   77.54   (m)          254.4    (f) LEVELING    3  
 OF2566
 OF2566.Superseded values are not recommended for survey control.
 OF2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2566.See file dsdata.txt to determine how the superseded data were derived.
 OF2566
 OF2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6700503391(NAD 83)
 OF2566_MARKER: DS = TRIANGULATION STATION DISK
 OF2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2566+STABILITY: SURFACE MOTION
 OF2566
 OF2566  HISTORY     - Date     Condition        Report By
 OF2566  HISTORY     - 1969     MONUMENTED       CGS
 OF2566  HISTORY     - 1977     GOOD             NY-055
 OF2566  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 OF2566
 OF2566                          STATION DESCRIPTION
 OF2566
 OF2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2566'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF BROCKPORT,
 OF2566'6-1/4 MILES NORTHWEST OF HILTON, 3-3/4 MILES NORTH-NORTHWEST OF
 OF2566'WALKER, 1/4 MILE SOUTH OF LAKE ONTARIO SHORE LINE, ON PARKWAY
 OF2566'RIGHT-OF-WAY AND ON PROPERTY OWNED BY THE STATE.
 OF2566'
 OF2566'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF WALKER
 OF2566'(WHICH IS ABOUT 7-1/2 MILES NORTHEAST OF BROCKPORT), GO NORTH
 OF2566'ON STATE HIGHWAY 260 (WALKER LAKE ONTARIO ROAD) FOR 3.2 MILES TO
 OF2566'LAKE ONTARIO STATE PARKWAY.  TURN LEFT AND GO WEST ON LAKE
 OF2566'ONTARIO STATE PARKWAY FOR 0.95 MILE TO MARTIN ROAD AND STATION
 OF2566'IN THE SOUTHEAST CORNER OF INTERSECTION AS DESCRIBED.
 OF2566'
 OF2566'STATION MARK, STAMPED BENEDICT 1969, IS A STANDARD DISK SET IN
 OF2566'A CONCRETE POST 1-INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 OF2566'159 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF PARKWAY,
 OF2566'50.5 FEET EAST OF CENTER OF MARTIN ROAD, 23.5 FEET EAST-NORTHEAST
 OF2566'OF CONCRETE RIGHT-OF-WAY POST THAT IS ABOUT 3 FEET HIGH AND 44
 OF2566'FEET NORTHEAST OF POWER POLE WITH A TRANSFORMER.
 OF2566'
 OF2566'RM 1, STAMPED BENEDICT NO 1 1969, IS A STANDARD DISK SET IN A
 OF2566'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.  IT IS 115 FEET EAST
 OF2566'OF CENTER OF MARTIN ROAD, 168 FEET SOUTH OF CENTER OF THE EAST
 OF2566'BOUND LANE OF PARKWAY AND 2 FEET NORTH OF EDGE OF FIELD.
 OF2566'
 OF2566'BM HARD (USE), STAMPED B.M. HARD 1967, IS CEMENTED IN A DRILL
 OF2566'HOLE IN A STONE HEADWALL OF CULVERT.  IT IS 106.5 FEET SOUTH OF
 OF2566'THE EAST BOUND LANE OF PARKWAY, 87.5 FEET NORTH OF THE POWER
 OF2566'POLE WITH TRANSFORMER AND 27.0 FEET EAST OF CENTER OF MARTIN ROAD.
 OF2566'
 OF2566'AZ MK, STAMPED BENEDICT 1969, PROJECTS ABOUT 6 INCHES.  IT IS 163
 OF2566'FEET SOUTH OF DRIVEWAY TO HOUSE 200, 31 FEET NORTH-NORTHEAST OF
 OF2566'CENTER OF CONCRETE CULVERT, 25.5 FEET EAST OF CENTER OF MARTIN
 OF2566'ROAD, 3 FEET NORTH OF POWER POLE NLO-26 AND 2.5 FEET SOUTH OF
 OF2566'WITNESS POST.
 OF2566'
 OF2566'TO REACH THE AZ MK FROM THE STATION, GO SOUTH ON MARTIN ROAD
 OF2566'FOR 0.35 MILE TO THE MARK ON LEFT AS DESCRIBED.
 OF2566'
 OF2566'NOTICE--THE AZ MK IS IN A CONCRETE POST AND IS A STANDARD DISK.
 OF2566'
 OF2566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OF2566
 OF2566                          STATION RECOVERY (1977)
 OF2566
 OF2566'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2566'BENEDICT RECOVERED IN GOOD CONDITION.
 OF2566'
 OF2566'BENEDICT AZ MK RECOVERED IN GOOD CONDITION.
 OF2566
 OF2566                          STATION RECOVERY (1991)
 OF2566
 OF2566'RECOVERY NOTE BY US POWER SQUADRON 1991 (RFH)
 OF2566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1094 ***********************************************************************
 OF1094  DESIGNATION -  BENGAL
 OF1094  PID         -  OF1094
 OF1094  STATE/COUNTY-  NY/MONROE
 OF1094  USGS QUAD   -  PITTSFORD (1978)
 OF1094
 OF1094                         *CURRENT SURVEY CONTROL
 OF1094  ___________________________________________________________________
 OF1094* NAD 83(1986)-  43 15 19.     (N)    077 36 06.     (W)     SCALED    
 OF1094* NAVD 88     -        76.150  (meters)     249.84   (feet)  ADJUSTED  
 OF1094  ___________________________________________________________________
 OF1094  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OF1094  DYNAMIC HT  -          76.132 (meters)     249.78  (feet)  COMP
 OF1094  MODELED GRAV-     980,383.7   (mgal)                       NAVD 88
 OF1094
 OF1094  VERT ORDER  -  FIRST     CLASS II
 OF1094
 OF1094.The horizontal coordinates were scaled from a topographic map and have
 OF1094.an estimated accuracy of +/- 6 seconds.
 OF1094
 OF1094.The orthometric height was determined by differential leveling
 OF1094.and adjusted by the National Geodetic Survey in June 1991..
 OF1094
 OF1094.The geoid height was determined by GEOID03.
 OF1094
 OF1094.The dynamic height is computed by dividing the NAVD 88
 OF1094.geopotential number by the normal gravity value computed on the
 OF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1094.degrees latitude (g = 980.6199 gals.).
 OF1094
 OF1094.The modeled gravity was interpolated from observed gravity values.
 OF1094
 OF1094;                    North         East    Units  Estimated Accuracy
 OF1094;SPC NY W     -   362,000.      429,710.      MT  (+/- 180 meters Scaled)
 OF1094
 OF1094                          SUPERSEDED SURVEY CONTROL
 OF1094
 OF1094  NGVD 29 (??/??/92)   76.350  (m)          250.49   (f) ADJ UNCH    1 2
 OF1094
 OF1094.Superseded values are not recommended for survey control.
 OF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1094.See file dsdata.txt to determine how the superseded data were derived.
 OF1094
 OF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN888924(NAD 83)
 OF1094_MARKER: Z = SEE DESCRIPTION
 OF1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1094_SP_SET: IRON BAR
 OF1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1094
 OF1094  HISTORY     - Date     Condition        Report By
 OF1094  HISTORY     - UNK      MONUMENTED       USLS
 OF1094  HISTORY     - 1968     GOOD             NGS
 OF1094  HISTORY     - 1990     GOOD             USPSQD
 OF1094
 OF1094                          STATION DESCRIPTION
 OF1094
 OF1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1094'AT ROCHESTER HARBOR.
 OF1094'BENGAL IS AT ROCHESTER HARBOR, MONROE COUNTY, NEW YORK, ON EASTERLY
 OF1094'SIDE OF GENESEE RIVER, AT THE SOUTHWEST CORNER OF ST. PAUL BOULEVARD
 OF1094'AND PARKVIEW TERRACE, 95.6 FEET WESTERLY OF WESTERLY CORNER OF
 OF1094'GOTTRYS RESTAURANT, 64.7 FEET NORTH OF A 4-INCH POPLAR, 47.9 FEET
 OF1094'EAST OF UTILITY POLE NO. 436 1/2, 40 FEET SOUTHWEST OF CENTERLINE
 OF1094'OF ST. PAUL BOULEVARD, 24 FEET NORTHWEST OF CENTERLINE OF PARKVIEW
 OF1094'TERRACE, 9.3 FEET FROM SOUTH EDGE OF SIDEWALK ALONG ST. PAUL
 OF1094'BOULEVARD, 2.9 FEET FROM NORTHWEST CORNER OF A 2X2X3-FOOT CONCRETE
 OF1094'CAPPED BRICK PILLASTER, 1/4-FOOT BELOW THE GROUND SURFACE BEING
 OF1094'HIGHEST POINT ON TOP OF A 1-1/4-INCH DIAMETER IRON BAR, 8 FEET LONG.
 OF1094
 OF1094                          STATION RECOVERY (1990)
 OF1094
 OF1094'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCL)
 OF1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3493 ***********************************************************************
 KU3493  DESIGNATION -  BENNETT
 KU3493  PID         -  KU3493
 KU3493  STATE/COUNTY-  NY/KINGS
 KU3493  USGS QUAD   -  CONEY ISLAND (1979)
 KU3493
 KU3493                         *CURRENT SURVEY CONTROL
 KU3493  ___________________________________________________________________
 KU3493* NAD 83(1996)-  40 35 17.56427(N)    073 53 48.47553(W)     ADJUSTED  
 KU3493* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 KU3493  ___________________________________________________________________
 KU3493  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KU3493  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KU3493
 KU3493  HORZ ORDER  -  SECOND
 KU3493  VERT ORDER  -  THIRD ? (See Below)
 KU3493
 KU3493.The horizontal coordinates were established by classical geodetic methods
 KU3493.and adjusted by the National Geodetic Survey in January 1999..
 KU3493
 KU3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3493.The vertical order pertains to the NGVD 29 superseded value.
 KU3493
 KU3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3493
 KU3493.The geoid height was determined by GEOID03.
 KU3493
 KU3493;                    North         East     Units Scale Factor Converg.
 KU3493;SPC NY L     -    46,815.821   308,736.714   MT  1.00000529   +0 04 03.0
 KU3493;SPC NY L     -   153,594.91  1,012,913.70   sFT  1.00000529   +0 04 03.0
 KU3493;UTM  18      - 4,493,631.152   593,356.841   MT  0.99970728   +0 43 04.1
 KU3493
 KU3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3493!SPC NY L     -   1.00000476  x   1.00000529  =   1.00001005
 KU3493!UTM  18      -   1.00000476  x   0.99970728  =   0.99971204
 KU3493
 KU3493:                Primary Azimuth Mark                     Grid Az
 KU3493:SPC NY L     -  FLOYD 1938                               035 47 26.7
 KU3493:UTM  18      -  FLOYD 1938                               035 08 25.6
 KU3493
 KU3493|---------------------------------------------------------------------|
 KU3493| PID    Reference Object                     Distance      Geod. Az  |
 KU3493|                                                           dddmmss.s |
 KU3493| KU3486 FLOYD 1938                          429.996 METERS 0355129.7 |
 KU3493| KU3400 JAMAICA BAY TALLEST PILE            APPROX. 4.5 KM 0802927.5 |
 KU3493| KU3361 SEASIDE JAMAICA WATER CO SPIPE      APPROX. 5.5 KM 0973817.6 |
 KU3493| KU3421 BARREN ISLAND SCHOOL TANK           APPROX. 0.9 KM 1185218.0 |
 KU3493| CB6633 BENNETT RM 1                          4.264 METERS 22011     |
 KU3493| KU3495 ROCKAWAY INLET LIGHT                APPROX. 3.2 KM 2444733.1 |
 KU3493| KU3473 GRAVESEND MAYFAIR THEATRE TANK      APPROX. 5.6 KM 2805919.6 |
 KU3493| KU3475 GRAVESEND KINGSWAY THEATRE TK       APPROX. 5.9 KM 2901102.9 |
 KU3493| KU3492 BROOKLYN FLOYD BENNETT APT BCN        2.463 METERS 30420     |
 KU3493| CB6634 BENNETT RM 2                          4.971 METERS 32819     |
 KU3493| KU3560 E FLATBUSH FLATLDS INCIN S CHY      APPROX. 5.0 KM 3360659.2 |
 KU3493| KU3565 E FLATBUSH FLATLDS INCIN N CHY      APPROX. 5.0 KM 3362108.0 |
 KU3493| KU3490 COMPASS ROSE 1938                   418.855 METERS 3363151.7 |
 KU3493|---------------------------------------------------------------------|
 KU3493
 KU3493                          SUPERSEDED SURVEY CONTROL
 KU3493
 KU3493  NAD 83(1986)-  40 35 17.56583(N)    073 53 48.47416(W) AD(       ) 2
 KU3493  NAD 27      -  40 35 17.18900(N)    073 53 49.98400(W) AD(       ) 2
 KU3493  NGVD 29 (07/19/86)    2.10   (m)            6.9    (f) LEVELING    3  
 KU3493
 KU3493.Superseded values are not recommended for survey control.
 KU3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3493.See file dsdata.txt to determine how the superseded data were derived.
 KU3493
 KU3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9335793631(NAD 83)
 KU3493_MARKER: DS = TRIANGULATION STATION DISK
 KU3493_SETTING: 0 = UNSPECIFIED SETTING
 KU3493
 KU3493  HISTORY     - Date     Condition        Report By
 KU3493  HISTORY     - 1931     MONUMENTED       CGS
 KU3493  HISTORY     - 1933     GOOD             CGS
 KU3493  HISTORY     - 1938     GOOD             CGS
 KU3493  HISTORY     - 1940     GOOD             CGS
 KU3493  HISTORY     - 1951     GOOD             CGS
 KU3493  HISTORY     - 1962     GOOD             CGS
 KU3493
 KU3493                          STATION DESCRIPTION
 KU3493
 KU3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3493'THIS STATION IS N OF ROCKAWAY INLET ON THE FLOYD BENNETT MUNICIPAL
 KU3493'AIRPORT, AT THE FOOT OF FLATBUSH AVENUE, BROOKLYN.  IT IS LOCATED
 KU3493'ATOP THE CONTROL ROOM, APPROXIMATELY 20 FEET ABOVE THE MAIN ROOF
 KU3493'OF THE ADMINISTRATION BUILDING -- A NEW AND PERMANENT STRUCTURE
 KU3493'COMPLETED IN 1931.  THE FIELDS AERO-BEACON IS ALSO INSTALLED ON
 KU3493'THE CONTROL ROOM ROOF, TO THE WESTWARD.
 KU3493'
 KU3493'CENTER WAS MARKED BY A STANDARD C AND GS BRONZE STATION DISK
 KU3493'STAMPED BENNETT 1931 CEMENTED IN A DRILL-HOLE IN THE CONCRETE
 KU3493'ROOF.  NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS
 KU3493'WERE TAKEN, AS FOLLOWS--
 KU3493'
 KU3493'TO CENTER OF 2 1/2-INCH PIPE UNDER DIAPHONE - 2.675 METERS.
 KU3493'
 KU3493'TO CENTER OF 4-INCH PIPE VENTILATOR 2.654 METERS.
 KU3493'
 KU3493'TO NE CORNER OF NE ANGLE-IRON BEACON SUPPORT- 1.763 METERS.
 KU3493'
 KU3493'TO NE CORNER OF SKYLIGHT 2.680 METERS.
 KU3493'
 KU3493'NORMAL TO E EDGE OF ROOF 1.407 METERS.
 KU3493'
 KU3493'NORMAL TO N EDGE OF ROOF 1.398 METERS.
 KU3493'
 KU3493'NORMAL TO NE EDGE OF ROOF 1.219 METERS.
 KU3493'
 KU3493'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING FOR A CENTRAL
 KU3493'TRIPOD SET-UP ON THE CONCRETE ROOF.  NO OBSERVERS PLATFORM IS
 KU3493'NECESSARY.
 KU3493'
 KU3493'HEIGHT OF SIGNAL ABOVE STATION MARK 1-1/2 METERS.
 KU3493
 KU3493                          STATION RECOVERY (1933)
 KU3493
 KU3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3493'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KU3493'FOLLOWING ADDITIONS--THERE ARE TWO REFERENCE DISKS CEMENTED
 KU3493'IN DRILL-HOLES AND SET FLUSH WITH THE CONCRETE ROOF -- NO.1 4.265
 KU3493'METERS TO THE S, NO.2 4.972 METERS TO THE W.  AN ADDITIONAL
 KU3493'REFERENCE MEASUREMENT WAS TAKEN AS FOLLOWS--
 KU3493'
 KU3493'TO CENTER OF SMALLER WHISTLE PIPE - 2.195 METERS.
 KU3493
 KU3493                          STATION RECOVERY (1938)
 KU3493
 KU3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MAH)
 KU3493'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE
 KU3493'REFERENCE MARKS ARE COVERED WITH ABOUT 1/2 INCH OF TAR.
 KU3493'
 KU3493'THIS STATION IS N OF ROCKAWAY INLET ON THE FLOYD BENNETT
 KU3493'MUNICIPAL AIRPORT, AT THE FOOT OF FLATBUSH AVENUE, BROOKLYN.
 KU3493'
 KU3493'IT IS LOCATED ATOP THE CONTROL ROOM, APPROXIMATELY 20 FEET ABOVE
 KU3493'MAIN ROOF OF THE ADMINISTRATION BUILDING, A NEW AND PERMANENT
 KU3493'STRUCTURE COMPLETED IN 1931.  THE FIELDS AERO-BEACON IS ALSO
 KU3493'INSTALLED ON THE CONTROL ROOM ROOF, TO THE WESTWARD.
 KU3493'
 KU3493'CENTER WAS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3493'STAMPED BENNETT 1931 CEMENTED IN A DRILL-HOLE IN THE CONCRETE
 KU3493'ROOF.  NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS
 KU3493'WERE TAKEN AS FOLLOWS--
 KU3493'
 KU3493'TO CENTER OF 2 1/2-INCH PIPE UNDER DIAPHONE - 2.675 METERS.
 KU3493'
 KU3493'TO CENTER OF 4-INCH PIPE VENTILATOR 2.654 METERS.
 KU3493'
 KU3493'TO NE CORNER OF NE ANGLE-IROM BEACON SUPPORT 1.763 METERS.
 KU3493'
 KU3493'TO NE CORNER OF SKYLIGHT 2.680 METERS.
 KU3493'
 KU3493'NORMAL TO E EDGE OF ROOF 1.407 METERS.
 KU3493'
 KU3493'NORMAL TO N EDGE OF ROOF 1.398 METERS.
 KU3493'
 KU3493'NORMAL TO NE EDGE OF ROOF 1.219 METERS.
 KU3493'
 KU3493'IN 1933 TWO REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--NO.1
 KU3493'4.265 METERS TO THE S, NO.2 4.972 METERS TO THE W.  AN ADDITIONAL
 KU3493'REFERENCE MEASUREMENT WAS TAKEN AS FOLLOWS--TO CENTER OF SMALLER
 KU3493'WHISTLE PIPE - 2.195 METERS.
 KU3493'
 KU3493'NOTE--ALL OBJECTS ARE VISIBLE FROM THE GROUND.  CHURCH HAS BURNED
 KU3493'DOWN.
 KU3493
 KU3493                          STATION RECOVERY (1940)
 KU3493
 KU3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3493'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  NO
 KU3493'ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS AS THEY ARE
 KU3493'COVERED BY A TAR ROOFING.
 KU3493
 KU3493                          STATION RECOVERY (1951)
 KU3493
 KU3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU3493'RECOVERED AS DESCRIBED BY M.A.M. IN 1938.  THE FOLLOWING REFERENCE
 KU3493'DISTANCES WERE CHECKED--
 KU3493'
 KU3493'TO CENTER OF 2-1/2-INCH PIPE UNDER DIAPHONE - 2.675 METERS
 KU3493'
 KU3493'TO CENTER OF 4-INCH PIPE VENTILATOR - 2.654 METERS
 KU3493'
 KU3493'TO NE CORNER OF NE ANGLE IRON BEACON SUPPORT - 1.763 METERS
 KU3493'
 KU3493'NORMAL TO E EDGE OF ROOF - 1.407 METERS.
 KU3493'
 KU3493'NORMAL TO S EDGE OF ROOF - 1.398 METERS
 KU3493'
 KU3493'NORMAL TO SE EDGE OF ROOF - 1.219 METERS
 KU3493'
 KU3493'REFERENCE MARK 2 (NW) - 4.972 METERS
 KU3493'
 KU3493'R.M. 1 WAS NOT RECOVERED.  IT IS PROBABLY STILL THERE COVERED
 KU3493'WITH 3 OR 4 INCHES OF TAR ROOFING.
 KU3493
 KU3493                          STATION RECOVERY (1962)
 KU3493
 KU3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3493'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND IS NOW
 KU3493'COVERED WITH 1/2 INCH OF TAR.  REFERENCE MARK NO. 1 AND NO. 2 ARE
 KU3493'NOW COVERED WITH 1/2 INCH OF TAR AND WERE NOT RECOVERED.  THE
 KU3493'CONTROL TOWER IS NOW OPERATED BY THE U.S. NAVY.  THE BEACON
 KU3493'MENTIONED IN THE 1931 DESCRIPTION HAS BEEN REMOVED AND IS NOW ON
 KU3493'A TOWER TO THE NORTHWEST.  THE GENERAL LOCATION AND THE
 KU3493'REFERENCE MEASUREMENTS MADE TO THE STATION IN 1931 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3505 ***********************************************************************
 KU3505  DESIGNATION -  BENNETT FIELD BEACON
 KU3505  PID         -  KU3505
 KU3505  STATE/COUNTY-  NY/KINGS
 KU3505  USGS QUAD   -  CONEY ISLAND (1979)
 KU3505
 KU3505                         *CURRENT SURVEY CONTROL
 KU3505  ___________________________________________________________________
 KU3505* NAD 83(1996)-  40 35 18.89767(N)    073 53 55.14839(W)     ADJUSTED  
 KU3505* NAVD 88     -                                                        
 KU3505  ___________________________________________________________________
 KU3505  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KU3505  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KU3505
 KU3505  HORZ ORDER  -  THIRD
 KU3505
 KU3505.The horizontal coordinates were established by classical geodetic methods
 KU3505.and adjusted by the National Geodetic Survey in January 1999..
 KU3505
 KU3505
 KU3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3505
 KU3505.The geoid height was determined by GEOID03.
 KU3505
 KU3505;                    North         East     Units Scale Factor Converg.
 KU3505;SPC NY L     -    46,856.768   308,579.748   MT  1.00000526   +0 03 58.6
 KU3505;SPC NY L     -   153,729.25  1,012,398.72   sFT  1.00000526   +0 03 58.6
 KU3505;UTM  18      - 4,493,670.303   593,199.467   MT  0.99970692   +0 42 59.8
 KU3505
 KU3505                          SUPERSEDED SURVEY CONTROL
 KU3505
 KU3505  NAD 83(1986)-  40 35 18.89926(N)    073 53 55.14706(W) AD(       ) 4
 KU3505  NAD 27      -  40 35 18.52301(N)    073 53 56.65689(W) AD(       ) 3
 KU3505
 KU3505.Superseded values are not recommended for survey control.
 KU3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3505.See file dsdata.txt to determine how the superseded data were derived.
 KU3505
 KU3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9319993670(NAD 83)
 KU3505_MARKER: 21 = AIRPORT BEACON
 KU3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3505+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KU3505
 KU3505  HISTORY     - Date     Condition        Report By
 KU3505  HISTORY     - 1962     FIRST OBSERVED   CGS
 KU3505  HISTORY     - 20051126 GOOD             GEOCAC
 KU3505
 KU3505                          STATION DESCRIPTION
 KU3505
 KU3505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3505'LOCATED ABOUT 1.0 MILE NORTHWEST OF THE U. S. NAVAL RESERVATION ON
 KU3505'FLOYD BENNETT FIELD, AND ABOUT 500 FEET NORTHWEST OF THE NEW YORK
 KU3505'AIR NATIONAL GUARD CONTROL TOWER.  THE STATION IS A LARGE
 KU3505'REVOLVING LIGHT SUPPORTED BY A 4-LEGGED STEEL TOWER, WHICH IS
 KU3505'PAINTED RED AND WHITE.  THE APPROXIMATE OVER-ALL HEIGHT IS 75
 KU3505'FEET.
 KU3505'
 KU3505'THE REVOLVING GREEN AND WHITE LIGHT ON THE TOP WAS THE POINT OF
 KU3505'INTERSECTION.
 KU3505'
 KU3505'THE BEACON WAS FORMERLY MOUNTED ON THE ROOF OF A NEARBY BUILDING.
 KU3505
 KU3505                          STATION RECOVERY (2005)
 KU3505
 KU3505'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3505'FLOYD BENNETT FIELD HAS BEEN CLOSED FOR MANY YEARS.  THE AREA IS NOW
 KU3505'PART OF GATEWAY NATIONAL RECREATION AREA.  PARKING IS AVAILABLE OFF
 KU3505'FLATBUSH AVENUE, AT THE VISITORS' CENTER.  THE AIRPORT BEACON STILL
 KU3505'STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5680 ***********************************************************************
 LX5680  DESIGNATION -  BENS
 LX5680  PID         -  LX5680
 LX5680  STATE/COUNTY-  NY/SUFFOLK
 LX5680  USGS QUAD   -  ORIENT (1976)
 LX5680
 LX5680                         *CURRENT SURVEY CONTROL
 LX5680  ___________________________________________________________________
 LX5680* NAD 83(1996)-  41 07 56.96296(N)    072 15 25.72837(W)     ADJUSTED  
 LX5680* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 LX5680  ___________________________________________________________________
 LX5680  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LX5680  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LX5680
 LX5680  HORZ ORDER  -  FIRST
 LX5680
 LX5680.The horizontal coordinates were established by classical geodetic methods
 LX5680.and adjusted by the National Geodetic Survey in January 1999..
 LX5680
 LX5680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5680
 LX5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5680
 LX5680.The geoid height was determined by GEOID03.
 LX5680
 LX5680;                    North         East     Units Scale Factor Converg.
 LX5680;SPC NY L     -   108,709.040   446,332.630   MT  1.00000702   +1 08 23.9
 LX5680;SPC NY L     -   356,656.24  1,464,342.97   sFT  1.00000702   +1 08 23.9
 LX5680;UTM  18      - 4,557,091.292   730,227.617   MT  1.00025240   +1 48 18.2
 LX5680
 LX5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5680!SPC NY L     -   1.00000453  x   1.00000702  =   1.00001155
 LX5680!UTM  18      -   1.00000453  x   1.00025240  =   1.00025693
 LX5680
 LX5680:                Primary Azimuth Mark                     Grid Az
 LX5680:SPC NY L     -  PLUM ISLAND LIGHTHOUSE                   038 48 14.6
 LX5680:UTM  18      -  PLUM ISLAND LIGHTHOUSE                   038 08 20.3
 LX5680
 LX5680|---------------------------------------------------------------------|
 LX5680| PID    Reference Object                     Distance      Geod. Az  |
 LX5680|                                                           dddmmss.s |
 LX5680| LX5639 PLUM ISLAND LIGHTHOUSE              APPROX. 6.0 KM 0395638.5 |
 LX5680| LX5635 PLUM ISLAND WATER TANK              APPROX. 7.5 KM 0425803.5 |
 LX5680| CZ7044 BENS RM 3                            25.458 METERS 21155     |
 LX5680| CZ7042 BENS RM 1                            26.859 METERS 22011     |
 LX5680| LX5714 GREENPORT WATER TANK                APPROX.10.3 KM 2520714.0 |
 LX5680| LX5717 GREENPORT LI CABLEVISION MAST       APPROX. 9.6 KM 2543519.1 |
 LX5680| CZ7045 BENS RM 4                            24.371 METERS 25642     |
 LX5680| CZ7043 BENS RM 2                            15.462 METERS 33057     |
 LX5680|---------------------------------------------------------------------|
 LX5680
 LX5680                          SUPERSEDED SURVEY CONTROL
 LX5680
 LX5680  NAD 83(1996)-  41 07 56.96302(N)    072 15 25.72848(W) AD(       ) 1
 LX5680  NAD 83(1992)-  41 07 56.96161(N)    072 15 25.72756(W) AD(       ) 1
 LX5680  NAD 83(1986)-  41 07 56.96343(N)    072 15 25.73362(W) AD(       ) 1
 LX5680  NAD 27      -  41 07 56.60982(N)    072 15 27.43768(W) AD(       ) 1
 LX5680  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 LX5680
 LX5680.Superseded values are not recommended for survey control.
 LX5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5680.See file dsdata.txt to determine how the superseded data were derived.
 LX5680
 LX5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3022857091(NAD 83)
 LX5680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5680+STABILITY: SURFACE MOTION
 LX5680
 LX5680  HISTORY     - Date     Condition        Report By
 LX5680  HISTORY     - 1933     MONUMENTED       CGS
 LX5680  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5680  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX5680  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LX5680  HISTORY     - 1962     SEE DESCRIPTION  DMA
 LX5680  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5680  HISTORY     - 19940721 MARK NOT FOUND   NYDPW
 LX5680
 LX5680                          STATION DESCRIPTION
 LX5680
 LX5680'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5680'THE STATION IS ABOUT 2-1/2 MILES SW OF ORIENT POINT LIGHTHOUSE, ON
 LX5680'THE NORTHERN SHORE OF GARDINERS BAY, ON THE EASTERN PART OF BENS
 LX5680'POINT, ON A SAND BLUFF THAT IS COVERED WITH A FEW SCRUB TREES.  THE
 LX5680'PROPERTY ON WHICH IT IS LOCATED IS A NEW YORK STATE PARK.  THE
 LX5680'STATION IS 47 METERS E OF THE SE CORNER OF THE CARETAKERS HOUSE,
 LX5680'25 METERS S OF A HARD SURFACE ROAD, 33.5 METERS (MEASURED) FROM
 LX5680'HIGH WATER.  IT IS MARKED WITH A STANDARD DISK TRIANGULATION
 LX5680'MARK SET IN TOP OF A CONCRETE MONUMENT 1-BY 1-FOOT AT TOP, 2-BY
 LX5680'2 FEET AT BOTTOM, 3 FEET HIGH, AND PROJECTS 3 INCHES ABOVE THE
 LX5680'SURFACE OF THE GROUND.  THE UNDER-SURFACE MARK IS A STANDARD
 LX5680'DISK TRIANGULATION MARK SET IN TOP OF A CONCRETE POST 6
 LX5680'INCHES IN DIAMETER, 8 INCHES IN HEIGHT, AND IS 36 INCHES
 LX5680'BELOW THE SURFACE OF THE GROUND.
 LX5680'
 LX5680'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5680'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11B.
 LX5680'
 LX5680'THE REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS SET
 LX5680'WITH ARROWS POINTING TOWARD THE STATION IN TOP OF CONCRETE POSTS
 LX5680'6 INCHES IN DIAMETER AT TOP, 30 INCHES IN HEIGHT, AND PROJECTS 5
 LX5680'INCHES ABOVE THE SURFACE OF THE GROUND.
 LX5680'
 LX5680'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 LX5680
 LX5680                          STATION RECOVERY (1934)
 LX5680
 LX5680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LX5680'THE STATION IS ABOUT 2-1/2 MILES SW OF ORIENT POINT LIGHTHOUSE, ON
 LX5680'THE N SHORE OF GARDINERS BAY, ON THE EASTERN PART OF BENS POINT,
 LX5680'ON A SAND BLUFF THAT IS COVERED WITH A FEW SCRUB TREES.  THE
 LX5680'PROPERTY ON WHICH IT IS LOCATED IS A NEW YORK STATE PARK.  THE
 LX5680'STATION IS 47 METERS E OF THE SE CORNER OF THE CARETAKERS HOUSE,
 LX5680'25 METERS S OF A HARD SURFACE ROAD, 33.5 METERS (MEASURED) FROM
 LX5680'HIGH WATER.  IT IS MARKED WITH A STANDARD DISK TRIANGULATION
 LX5680'MARK SET IN TOP OF A CONCRETE MONUMENT 1-BY 1-FOOT AT TOP, 2-BY
 LX5680'2 FEET AT BOTTOM, 3 FEET HIGH, AND PROJECTS 3 INCHES ABOVE THE
 LX5680'SURFACE OF THE GROUND.  THE UNDER-SURFACE MARK IS A STANDARD
 LX5680'DISK TRIANGULATION MARK SET IN TOP OF A CONCRETE POST 6
 LX5680'INCHES IN DIAMETER, 8 INCHES IN HEIGHT, AND IS 36 INCHES
 LX5680'BELOW THE SURFACE OF THE GROUND.
 LX5680'
 LX5680'THE REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS SET
 LX5680'WITH ARROWS POINTING TOWARD THE STATION IN TOP OF CONCRETE POSTS
 LX5680'6 INCHES IN DIAMETER AT TOP, 30 INCHES HIGH, AND PROJECTS 5 INCHES
 LX5680'ABOVE THE SURFACE OF THE GROUND.
 LX5680'
 LX5680'DISTANCE FROM STATION TO REFERENCE MARK NO.1 - 26.845 METERS.
 LX5680'
 LX5680'DISTANCE FROM STATION TO REFERENCE MARK NO.2 - 15.458 METERS.
 LX5680'
 LX5680'STATION MARK STAMPED - BENS 1933.
 LX5680'
 LX5680'REFERENCE MARK NO.1 STAMPED - NO.1 1933.
 LX5680'
 LX5680'REFERENCE MARK NO.2 STAMPED - NO.2.
 LX5680
 LX5680                          STATION RECOVERY (1951)
 LX5680
 LX5680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX5680'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.  THEY
 LX5680'ARE ABOUT 3 INCHES BELOW THE SURFACE OF GROUND.  R.M. 1 IS NOW
 LX5680'BELOW PAVED SURFACE OF PARKING LOT.  FOR ANY FUTURE USE OF THIS
 LX5680'STATION CONTACT THE CARETAKER OF PARK.  HE WILL HELP LOCATE
 LX5680'STATION.
 LX5680'
 LX5680'PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 LX5680
 LX5680                          STATION RECOVERY (1954)
 LX5680
 LX5680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX5680'THIS MARK WAS FOUND UNDER 2 FEET OF SAND AND A 6 FOOT POST WAS SET
 LX5680'TO MARK THE POINT.  REFERENCE MARK 2 IS OKAY BUT REFERENCE MARK
 LX5680'1 WAS DESTROYED BY THE CONSTRUCTION OF A PARKING LOT.
 LX5680
 LX5680                          STATION RECOVERY (1962)
 LX5680
 LX5680'RECOVERY NOTE BY DEFENSE MAP AGENCY 1962
 LX5680'STATION RECOVERED IN GOOD CONDITION.  IT IS 6 INCHES BELOW THE
 LX5680'SURFACE OF GROUND AND SET IN THE TOP OF 8X8-INCH CONCRETE BLOCK.
 LX5680
 LX5680                          STATION RECOVERY (1976)
 LX5680
 LX5680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX5680'NO MEASUREMENT BETWEEN RMS, BLOCKED BY TREES
 LX5680'
 LX5680'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LX5680'GOOD CONDITION, REFERENCE MARK HAD BEEN DESTROYED WHEN PARKING LOT
 LX5680'WAS PAVED, REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 LX5680'DISTANCE TO REFERENCE MARK 2 CHECKED THE 1965 DATA.
 LX5680'
 LX5680'STATION IS LOCATED AT THE NORTHEAST END OF LONG ISLAND, ABOUT 2
 LX5680'MILES SOUTH-SOUTHWEST OF ORIENT POINT, ON THE NORTHERN SHORE OF
 LX5680'GARDINERS BAY, ON THE NORTHEASTERN PART OF BENS POINT, AT THE
 LX5680'ORIENT POINT BEACH STATE PARK AND JUST NORTHEAST OF THE PARK
 LX5680'CARETAKERS HOUSE, MR. WILLIAM GILDERSLEEVE.
 LX5680'
 LX5680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND
 LX5680'VILLAGE LANE IN ORIENT POINT, GO EASTERLY ON STATE HIGHWAY 25 FOR
 LX5680'3.3 MILES TO A SIDE ROAD RIGHT AND SIGN ORIENT BEACH STATE PARK,
 LX5680'TURN RIGHT FOLLOW PAVED ROAD SOUTHWESTERLY FOR 1.65 MILES TO THE
 LX5680'PARK CARETAKERS HOUSE AND THE STATION ON LEFT.
 LX5680'
 LX5680'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 LX5680'CONCRETE MONUMENT ABOUT 1 FOOT BELOW THE SAND AND IS STAMPED
 LX5680'BENS 1933.  IT IS 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LX5680'CARETAKER HOUSE, 95 FEET EAST OF CENTER OF ROAD, 44 FEET NORTHEAST
 LX5680'OF THE EDGE OF PARKING LOT AND 3.7 FEET SOUTH OF WITNESS POST.
 LX5680'
 LX5680'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 6 INCH ROUND
 LX5680'CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE GROUND AND IS STAMPED
 LX5680'BENS NO 2 1933.  IT IS BRUSHY AREA, 50 FEET EAST OF CENTER OF
 LX5680'ROAD, 48.6 FEET NORTH-NORTHWEST OF WITNESS POST AND 2.8 FEET
 LX5680'EAST-SOUTHEAST OF WITNESS POST.
 LX5680'
 LX5680'REFERENCE MARK 3 IS A STANDARD DISK SET A DRILL HOLE IN ROCK AND
 LX5680'CONCRETE RETAINING WALL PROJECTING ABOUT 1 FOOT ABOVE THE GROUND
 LX5680'AND IS STAMPED BENS 1933 NO 3 1976.  IT IS 87.1 FEET
 LX5680'SOUTH-SOUTHWEST OF WITNESS POST, 64 FEET EAST OF NORTHEAST CORNER
 LX5680'OF THE CARETAKERS HOUSE, 31 FEET SOUTHWEST OF THE
 LX5680'NORTHEAST CORNER OF PARKING LOT AND 30 FEET NORTHEAST OF
 LX5680'SOUTHWEST CORNER OF PARKING LOT.
 LX5680'
 LX5680'NO AZIMUTH MARK AT THIS STATION.  PLUM ISLAND WATER TANK IS
 LX5680'VISIBLE FROM GROUND.
 LX5680'
 LX5680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5680'2 MILES SOUTHWEST OF ORIENT POINT.
 LX5680
 LX5680                          STATION RECOVERY (1994)
 LX5680
 LX5680'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1994 (JO)
 LX5680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4534 ***********************************************************************
 KV4534  DESIGNATION -  BENSON
 KV4534  PID         -  KV4534
 KV4534  STATE/COUNTY-  NY/KINGS
 KV4534  USGS QUAD   -  THE NARROWS (1981)
 KV4534
 KV4534                         *CURRENT SURVEY CONTROL
 KV4534  ___________________________________________________________________
 KV4534* NAD 83(1996)-  40 35 51.34753(N)    074 00 01.14491(W)     ADJUSTED  
 KV4534* NAVD 88     -                                                        
 KV4534  ___________________________________________________________________
 KV4534  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KV4534  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4534
 KV4534  HORZ ORDER  -  THIRD
 KV4534
 KV4534.The horizontal coordinates were established by classical geodetic methods
 KV4534.and adjusted by the National Geodetic Survey in January 1999..
 KV4534
 KV4534
 KV4534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4534
 KV4534.The geoid height was determined by GEOID03.
 KV4534
 KV4534;                    North         East     Units Scale Factor Converg.
 KV4534;SPC NY L     -    47,852.762   299,973.080   MT  1.00000456   -0 00 00.7
 KV4534;SPC NY L     -   156,996.94    984,161.68   sFT  1.00000456   -0 00 00.7
 KV4534;SPC NY E     -   195,985.127   192,291.332   MT  0.99992201   +0 19 30.6
 KV4534;SPC NY E     -   642,994.54    630,875.81   sFT  0.99992201   +0 19 30.6
 KV4534;UTM  18      - 4,494,568.236   584,584.696   MT  0.99968806   +0 39 02.1
 KV4534
 KV4534                          SUPERSEDED SURVEY CONTROL
 KV4534
 KV4534  NAD 83(1986)-  40 35 51.34819(N)    074 00 01.14431(W) AD(       ) 4
 KV4534  NAD 27      -  40 35 50.96800(N)    074 00 02.64000(W) AD(       ) 3
 KV4534
 KV4534.Superseded values are not recommended for survey control.
 KV4534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4534.See file dsdata.txt to determine how the superseded data were derived.
 KV4534
 KV4534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8458594568(NAD 83)
 KV4534_MARKER: 62 = FLAGPOLE
 KV4534
 KV4534  HISTORY     - Date     Condition        Report By
 KV4534  HISTORY     - 1945     FIRST OBSERVED   CGS
 KV4534
 KV4534                          STATION DESCRIPTION
 KV4534
 KV4534'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KV4534'THIS STATION IS THE TALL WHITE FLAGPOLE IN BENSONHURST PARK.  IT
 KV4534'IS APPROXIMATELY 135 METERS NW OF THE CENTER LINE OF BAY
 KV4534'PARKWAY, APPROXIMATELY 75 METERS SW OF THE CENTER LINE OF CROPSEY
 KV4534'AVENUE, AND APPROXIMATELY 150 METERS N OF THE CENTER LINE OF
 KV4534'THE SHORE PARKWAY.
 KV4534'
 KV4534'THIS IS AN INTERSECTION STATION AND WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0951 ***********************************************************************
 NC0951  DESIGNATION -  BENSON
 NC0951  PID         -  NC0951
 NC0951  STATE/COUNTY-  NY/ERIE
 NC0951  USGS QUAD   -  COWLESVILLE (1949)
 NC0951
 NC0951                         *CURRENT SURVEY CONTROL
 NC0951  ___________________________________________________________________
 NC0951* NAD 83(1996)-  42 52 02.86751(N)    078 27 52.71991(W)     ADJUSTED  
 NC0951* NAVD 88     -       316.63   (+/-2cm)    1038.8    (feet)  VERTCON   
 NC0951  ___________________________________________________________________
 NC0951  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 NC0951  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NC0951
 NC0951  HORZ ORDER  -  FIRST
 NC0951  VERT ORDER  -  THIRD ? (See Below)
 NC0951
 NC0951.The horizontal coordinates were established by classical geodetic methods
 NC0951.and adjusted by the National Geodetic Survey in January 1999..
 NC0951
 NC0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0951.The vertical order pertains to the NGVD 29 superseded value.
 NC0951
 NC0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0951
 NC0951.The geoid height was determined by GEOID03.
 NC0951
 NC0951;                    North         East     Units Scale Factor Converg.
 NC0951;SPC NY W     -   318,454.078   359,698.179   MT  0.99993866   +0 04 50.7
 NC0951;SPC NY W     - 1,044,794.75  1,180,109.78   sFT  0.99993866   +0 04 50.7
 NC0951;UTM  17      - 4,749,215.301   707,101.405   MT  1.00012769   +1 43 31.5
 NC0951
 NC0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0951!SPC NY W     -   0.99995575  x   0.99993866  =   0.99989442
 NC0951!UTM  17      -   0.99995575  x   1.00012769  =   1.00008344
 NC0951
 NC0951|---------------------------------------------------------------------|
 NC0951| PID    Reference Object                     Distance      Geod. Az  |
 NC0951|                                                           dddmmss.s |
 NC0951| DE4871 BENSON RM 1                                        25441     |
 NC0951| NC1112 HANDY                               APPROX. 6.1 KM 2584404.5 |
 NC0951| DE4873 BENSON RM 3                                        27004     |
 NC0951| NC0960 ALDEN BENNETT MGH CO TANK           APPROX. 3.9 KM 3245923.8 |
 NC0951| NC0957 ALDEN STANDPIPE                     APPROX. 4.3 KM 3253027.3 |
 NC0951| DE4872 BENSON RM 2                          26.034 METERS 34642     |
 NC0951|---------------------------------------------------------------------|
 NC0951
 NC0951                          SUPERSEDED SURVEY CONTROL
 NC0951
 NC0951  NAD 83(1986)-  42 52 02.87438(N)    078 27 52.71631(W) AD(       ) 1
 NC0951  NAD 27      -  42 52 02.65874(N)    078 27 53.64159(W) AD(       ) 1
 NC0951  NGVD 29 (07/19/86)  316.78   (m)         1039.3    (f) LEVELING    3  
 NC0951
 NC0951.Superseded values are not recommended for survey control.
 NC0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0951.See file dsdata.txt to determine how the superseded data were derived.
 NC0951
 NC0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0710149215(NAD 83)
 NC0951_MARKER: DS = TRIANGULATION STATION DISK
 NC0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0951
 NC0951  HISTORY     - Date     Condition        Report By
 NC0951  HISTORY     - 1972     MONUMENTED       NGS
 NC0951
 NC0951                          STATION DESCRIPTION
 NC0951
 NC0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC0951'THE STATION IS ABOUT 11 MILES EAST OF LANCASTER, 2-1/2 MILES
 NC0951'SOUTHEAST OF THE VILLAGE OF ALDEN, 1-1/2 MILES EAST OF STATE
 NC0951'HIGHWAY 239 AND ON PROPERTY OWNED BY THE ALDEN ROD AND GUN CLUB.
 NC0951'
 NC0951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NC0951'(BROADWAY) AND STATE HIGHWAY 239 (EXCHANGE STREET) IN THE
 NC0951'VILLAGE OF ALDEN, GO SOUTH ON HIGHWAY 239 FOR 1.5 MILES TO A SIDE
 NC0951'ROAD LEFT (HENSKEE ROAD).  TURN LEFT AND GO EAST ON HENSKEE
 NC0951'ROAD FOR 1.65 MILES TO A T-JUNCTION (COUNTY LINE ROAD).  TURN
 NC0951'RIGHT AND GO SOUTH ON COUNTY LINE ROAD FOR 0.75 MILE TO THE
 NC0951'ENTRANCE TO THE ALDEN ROD AND GUN CLUB ON THE RIGHT AND THE
 NC0951'STATION ON THE RIGHT AS DESCRIBED.
 NC0951'
 NC0951'STATION MARK, STAMPED BENSON 1972, IS A STANDARD DISK SET IN
 NC0951'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 71 FEET WEST
 NC0951'OF CENTER OF COUNTY LINE ROAD, 66 FEET SOUTH OF CENTER OF THE
 NC0951'DRIVEWAY TO THE ROD AND GUN CLUB, 61 FEET NORTHWEST OF POWER
 NC0951'POLE 711 38 55, 57 FEET SOUTH OF THE SOUTH GATE POST ACROSS THE
 NC0951'DRIVEWAY AND 36 FEET NORTH OF POWER POLE 38-1.
 NC0951'
 NC0951'REFERENCE MARK 1, STAMPED BENSON NO 1 1972, IS A STANDARD
 NC0951'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 NC0951'185 FEET EAST OF THE SOUTHEAST CORNER OF THE ROD AND GUN CLUBHOUSE,
 NC0951'102 FEET SOUTHWEST OF THE SOUTH GATE POST ACROSS THE DRIVEWAY,
 NC0951'91 FEET SOUTH OF CENTER OF THE DRIVEWAY AND 67.5 FEET WEST OF
 NC0951'POWER POLE 38-1.
 NC0951'
 NC0951'REFERENCE MARK 2, STAMPED BENSON NO 2 1972, IS A STANDARD DISK
 NC0951'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 91
 NC0951'FEET WEST OF CENTER OF COUNTY LINE ROAD, 16.5 FEET NORTH OF CENTER
 NC0951'OF THE DRIVEWAY AND 11.5 FEET NORTHWEST OF THE NORTH GATE POST.
 NC0951'
 NC0951'REFERENCE MARK 3, STAMPED BENSON NO 3 1972, IS A STANDARD DISK
 NC0951'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 NC0951'GROUND.  IT IS 19 FEET SOUTH OF CENTER OF THE DIRT ROAD AND 1.7
 NC0951'FEET EAST OF A METAL WITNESS POST.
 NC0951'
 NC0951'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON A DIRT
 NC0951'ROAD ALONG THE SOUTH SIDE OF THE CLUBHOUSE FOR 0.25 MILE TO THE
 NC0951'MARK ON THE LEFT AS DESCRIBED.
 NC0951'
 NC0951'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2398 ***********************************************************************
 KU2398  DESIGNATION -  BER
 KU2398  PID         -  KU2398
 KU2398  STATE/COUNTY-  NY/SUFFOLK
 KU2398  USGS QUAD   -  BAY SHORE EAST (1979)
 KU2398
 KU2398                         *CURRENT SURVEY CONTROL
 KU2398  ___________________________________________________________________
 KU2398* NAD 83(1996)-  40 42 24.02553(N)    073 12 57.73508(W)     ADJUSTED  
 KU2398* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2398  ___________________________________________________________________
 KU2398  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KU2398  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU2398
 KU2398  HORZ ORDER  -  SECOND
 KU2398
 KU2398.The horizontal coordinates were established by classical geodetic methods
 KU2398.and adjusted by the National Geodetic Survey in January 1999..
 KU2398
 KU2398.The orthometric height was scaled from a topographic map.
 KU2398
 KU2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2398
 KU2398.The geoid height was determined by GEOID03.
 KU2398
 KU2398;                    North         East     Units Scale Factor Converg.
 KU2398;SPC NY L     -    60,261.949   366,249.358   MT  0.99999802   +0 30 46.0
 KU2398;SPC NY L     -   197,709.41  1,201,603.10   sFT  0.99999802   +0 30 46.0
 KU2398;UTM  18      - 4,507,726.268   650,700.830   MT  0.99987954   +1 09 49.3
 KU2398
 KU2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2398!SPC NY L     -   1.00000464  x   0.99999802  =   1.00000266
 KU2398!UTM  18      -   1.00000464  x   0.99987954  =   0.99988418
 KU2398
 KU2398|---------------------------------------------------------------------|
 KU2398| PID    Reference Object                     Distance      Geod. Az  |
 KU2398|                                                           dddmmss.s |
 KU2398| AI8616 BER RM 2                             13.600 METERS 05945     |
 KU2398| KU2395 SALTAIRE TANK                       APPROX. 8.1 KM 1654159.7 |
 KU2398| KU2428 CONKLIN PT 3                        APPROX. 5.8 KM 2445159.2 |
 KU2398| KU2469 BABYLON MUNICIPAL TANK              APPROX. 8.9 KM 2624531.4 |
 KU2398| KU2441 BAY SHORE CATH CH SPIRE             APPROX. 3.4 KM 2943847.2 |
 KU2398| KU2438 BAYSHORE GAS TANK                   APPROX. 4.0 KM 2985149.7 |
 KU2398| KU2416 BAY SHORE METH CHURCH SPIRE         APPROX. 3.1 KM 3064602.1 |
 KU2398| KU2414 BAY SHORE STANDPIPE                 APPROX. 3.0 KM 3133222.6 |
 KU2398| AI8615 BER RM 1                             11.400 METERS 32528     |
 KU2398|---------------------------------------------------------------------|
 KU2398
 KU2398                          SUPERSEDED SURVEY CONTROL
 KU2398
 KU2398  NAD 83(1996)-  40 42 24.02818(N)    073 12 57.73484(W) AD(       ) 2
 KU2398  NAD 83(1992)-  40 42 24.02742(N)    073 12 57.73461(W) AD(       ) 2
 KU2398  NAD 83(1986)-  40 42 24.02983(N)    073 12 57.73494(W) AD(       ) 2
 KU2398  NAD 27      -  40 42 23.66400(N)    073 12 59.33900(W) AD(       ) 2
 KU2398
 KU2398.Superseded values are not recommended for survey control.
 KU2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2398.See file dsdata.txt to determine how the superseded data were derived.
 KU2398
 KU2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5070107726(NAD 83)
 KU2398_MARKER: DS = TRIANGULATION STATION DISK
 KU2398_SETTING: 0 = UNSPECIFIED SETTING
 KU2398
 KU2398  HISTORY     - Date     Condition        Report By
 KU2398  HISTORY     - 1933     MONUMENTED       CGS
 KU2398  HISTORY     - 1936     GOOD             CGS
 KU2398  HISTORY     - 1938     SEE DESCRIPTION  CGS
 KU2398  HISTORY     - 1949     MARK NOT FOUND   CGS
 KU2398
 KU2398                          STATION DESCRIPTION
 KU2398
 KU2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2398'THE STATION IS LOCATED ON THE N SHORE OF GREAT SOUTH BAY ON
 KU2398'BAYBERRY POINT, S BY WAY OF OCEAN AVENUE OF ISLIP.  IT IS E OF
 KU2398'THE ISLIP BEACH SETTLEMENT, 100 METERS W OF THE LARGE, RED ROOFED
 KU2398'BEACH PAVILION, THE ONLY ONE IN THE VICINITY, 24 METERS E FROM THE
 KU2398'BANK OF A DREDGED CANAL AND 55 METERS N FROM THE BAY BANK.
 KU2398'
 KU2398'THE CENTER MARK IS A STANDARD DISK STAMPED BER 1933 SET IN THE
 KU2398'TOP OF A TRUNCATED CONE CONCRETE MONUMENT 12 BY 18 BY 42 INCHES.
 KU2398'
 KU2398'TWO REFERENCE MARKS OF STANDARD DISKS STAMPED NO.1 AND NO.2 WERE
 KU2398'SET IN MONUMENTS SIMILAR TO THE CENTER MARK.  ALL MONUMENTS
 KU2398'PROJECT 12 INCHES ABOVE THE PRESENT GROUND LEVEL.
 KU2398'
 KU2398'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 KU2398
 KU2398                          STATION RECOVERY (1936)
 KU2398
 KU2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CAE)
 KU2398'A LETTER OF C.A.E., INSPECTOR, N.Y. FIELD STATION, OF NOVEMBER 30,
 KU2398'1936.
 KU2398'
 KU2398'UPON VISITING THE SITE OF THIS STATION IN MR. NOTTS COMPANY,
 KU2398'IT WAS DISCLOSED THAT THE CONSTRUCTION OF TENNIS COURTS IN THIS
 KU2398'REAL ESTATE DEVELOPMENT WILL MAKE NECESSARY THE REMOVAL OF THE
 KU2398'STATION.  HOWEVER, IT APPEARS THAT BOTH REFERENCE MARKS WILL BE
 KU2398'LEFT INTACT AND I HAVE ADVISED MR. NOTT THAT IF SUCH IS THE CASE
 KU2398'THE STATION IS RECOVERABLE FOR FUTURE USE BY MEASURING FROM BOTH
 KU2398'REFERENCE MARKS.  HE CANNOT STATE DEFINITELY YET WHETHER IT
 KU2398'WILL BE NECESSARY TO LOWER THE REFERENCE MARKS DUE TO GRADING
 KU2398'ADJACENT TO THE COURTS BUT HAS PROMISED THAT HE WILL NOTIFY ME
 KU2398'IN TIME IF IT BECOMES NECESSARY TO LOWER THESE MARKS.
 KU2398
 KU2398                          STATION RECOVERY (1938)
 KU2398
 KU2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RJB)
 KU2398'STATION DESTROYED DURING 1937 BY CONSTRUCTION OF TENNIS
 KU2398'COURTS.  REFERENCE MONUMENTS, OUTSIDE OF TENNIS COURTS UNDISTURBED
 KU2398'AND RECOVERED IN GOOD CONDITION.
 KU2398'
 KU2398'NEWLY CONSTRUCTED BUILDINGS ALONG SHORE FRONT PREVENT FULL
 KU2398'AZIMUTH RANGE FROM POINT (AFTER RELOCATION FROM REFERENCES) AS
 KU2398'GROUND STATION.
 KU2398'
 KU2398'AZIMUTH RANGE BETWEEN S 28 DEG 16 MIN W AND S 80 DEG 00 MIN E=N 71 DEG
 KU2398'44 MIN E.
 KU2398
 KU2398                          STATION RECOVERY (1949)
 KU2398
 KU2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2398'STATION DESTROYED.  BOTH REFERENCE MARKS NOW DESTROYED DUE TO
 KU2398'FURTHER CONSTRUCTION ON TENNIS COURTS.
 KU2398'
 KU2398'IT IS RECOMMENDED THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2405 ***********************************************************************
 KU2405  DESIGNATION -  BER 2 RESET
 KU2405  PID         -  KU2405
 KU2405  STATE/COUNTY-  NY/SUFFOLK
 KU2405  USGS QUAD   -  BAY SHORE EAST (1979)
 KU2405
 KU2405                         *CURRENT SURVEY CONTROL
 KU2405  ___________________________________________________________________
 KU2405* NAD 83(1996)-  40 42 24.58172(N)    073 12 48.53662(W)     ADJUSTED  
 KU2405* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 KU2405  ___________________________________________________________________
 KU2405  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KU2405  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU2405
 KU2405  HORZ ORDER  -  FIRST
 KU2405
 KU2405.The horizontal coordinates were established by classical geodetic methods
 KU2405.and adjusted by the National Geodetic Survey in January 1999..
 KU2405
 KU2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2405
 KU2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2405
 KU2405.The geoid height was determined by GEOID03.
 KU2405
 KU2405;                    North         East     Units Scale Factor Converg.
 KU2405;SPC NY L     -    60,281.040   366,465.121   MT  0.99999801   +0 30 52.0
 KU2405;SPC NY L     -   197,772.05  1,202,310.98   sFT  0.99999801   +0 30 52.0
 KU2405;UTM  18      - 4,507,747.807   650,916.337   MT  0.99988034   +1 09 55.3
 KU2405
 KU2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2405!SPC NY L     -   1.00000474  x   0.99999801  =   1.00000275
 KU2405!UTM  18      -   1.00000474  x   0.99988034  =   0.99988508
 KU2405
 KU2405:                Primary Azimuth Mark                     Grid Az
 KU2405:SPC NY L     -  BER 2 RM 5 AZIMUTH                       008 34 19.5
 KU2405:UTM  18      -  BER 2 RM 5 AZIMUTH                       007 55 16.2
 KU2405
 KU2405|---------------------------------------------------------------------|
 KU2405| PID    Reference Object                     Distance      Geod. Az  |
 KU2405|                                                           dddmmss.s |
 KU2405| AI8614 BER 2 RM 5 AZIMUTH                                 0090511.5 |
 KU2405| AI8613 BER 2 RM 4                           27.079 METERS 17711     |
 KU2405| AI8612 BER 2 RM 3                           26.981 METERS 28721     |
 KU2405|---------------------------------------------------------------------|
 KU2405
 KU2405                          SUPERSEDED SURVEY CONTROL
 KU2405
 KU2405  NAD 83(1996)-  40 42 24.58437(N)    073 12 48.53634(W) AD(       ) 1
 KU2405  NAD 83(1992)-  40 42 24.58358(N)    073 12 48.53610(W) AD(       ) 1
 KU2405  NAD 83(1986)-  40 42 24.58614(N)    073 12 48.53647(W) AD(       ) 1
 KU2405  NAD 27      -  40 42 24.23133(N)    073 12 50.11935(W) AD(       ) 1
 KU2405  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 KU2405
 KU2405.Superseded values are not recommended for survey control.
 KU2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2405.See file dsdata.txt to determine how the superseded data were derived.
 KU2405
 KU2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5091607748(NAD 83)
 KU2405_MARKER: DH = HORIZONTAL CONTROL DISK
 KU2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2405_STAMPING: BER 2 1967 1984
 KU2405_MARK LOGO: NGS   
 KU2405_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2405+STABILITY: SURFACE MOTION
 KU2405
 KU2405  HISTORY     - Date     Condition        Report By
 KU2405  HISTORY     - 1984     MONUMENTED       NGS
 KU2405
 KU2405                          STATION DESCRIPTION
 KU2405
 KU2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KU2405'THE STATION MARK WAS RECOVERED TILTED OVER.  THE MARK WAS RESET OVER
 KU2405'THE UNDERGROUND MARK.  REFERENCE MARK 5, THE AZIMUTH MARK, WAS
 KU2405'RECOVERED IN GOOD CONDITION BUT IS BLOCKED AT THIS TIME WITH A HEAVY
 KU2405'GROWTH OF BUSHES AND POISON IVY.  REFERENCE MARK 3 WAS ALSO RECOVERED
 KU2405'TILTED OVER THE MARK WAS STRAIGHTENED UP AND USED AS REFERENCE MARK 7.
 KU2405'REFERENCE MARK 4 WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK 6
 KU2405'WAS ALSO ESTABLISHED AT THIS TIME.  THE AREA IS NOW USED AS THE TOWN
 KU2405'OF ISLIP BATHING BEACH.  A NEW DESCRIPTION FOLLOWS.
 KU2405'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH OF THE ISLIP TOWN
 KU2405'HALL, IN ISLIP, 0.1 KM (0.05 MI) NORTH OF THE SOUTH END OF SOUTH BAY
 KU2405'AVENUE AND IN THE NORTHEAST CORNER OF THE FENCED IN AREA FOR THE ISLIP
 KU2405'BATHING BEACH AND ON TOWN PROPERTY.  TO REACH THE STATION FROM THE
 KU2405'ISLIP TOWN HALL, AT THE INTERSECTION OF STATE HIGHWAY 27A AND SOUTH
 KU2405'BAY AVENUE, GO SOUTH ON SOUTH BAY AVENUE FOR 2.1 KM (1.30 MI) TO
 KU2405'REFERENCE MARK 5 ON THE LEFT.  CONTINUE SOUTH ON SOUTH BAY AVENUE FOR
 KU2405'0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 KU2405'THE STATION IS A STANDARD NGS DISK STAMPED--BER 2 1967 1984--, SET
 KU2405'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KU2405'DIAMETER, FLUSH WITH GROUND.  LOCATED 51.0 FT (15.5 M) W FROM THE
 KU2405'CENTER OF ROAD, 18.5 FT (5.6 M) S FROM THE EAST-WEST FENCELINE, 25.0
 KU2405'FT (7.6 M) N FROM THE NORTH EDGE OF PAVEMENT FOR PARKING LOT, 19.8 FT
 KU2405'(6.0 M) NNW FROM THE NORTH GATE POST FOR THE NORTH GATE, AND 11.8 FT
 KU2405'(3.6 M) W FROM THE NORTH-SOUTH FENCELINE AND A METAL WITNESS SIGN.
 KU2405'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--BER 2 1967--, IN
 KU2405'AN IRREGULAR MASS OF CONCRETE, 2.5 FT (0.8 M) BELOW THE SURFACE.
 KU2405'REFERENCE MARK NO 5 IS A STANDARD CGS DISK STAMPED--BER 2 NO 5 1967--,
 KU2405'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KU2405'DIAMETER, FLUSH WITH GROUND. LOCATED 14.0 FT (4.3 M) E FROM THE CENTER
 KU2405'OF THE ROAD AND 3.5 FT (1.1 M) SSW FROM POWERLINE POLE NUMBER 55.
 KU2405'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--BER 2 1967 NO 6
 KU2405'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KU2405'CM) IN DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE GROUND.  LOCATED
 KU2405'40.5 FT (12.3 M) W FROM THE CENTER OF THE PAVED ROAD, 7.2 FT (2.2 M) S
 KU2405'FROM THE SOUTH GATE POST OF THE NORTH GATE, 2.6 FT (0.8 M) N FROM THE
 KU2405'NORTH GATE POST OF THE SOUTH GATE, 1.5 FT (0.5 M) W FROM THE
 KU2405'NORTH-SOUTH FENCELINE, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 KU2405'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED--BER 2 1967 NO 7
 KU2405'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KU2405'CM) IN DIAMETER, PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND.
 KU2405'LOCATED 99.0 FT (30.2 M) W FROM THE NORTH-SOUTH FENCELINE, 45.0 FT
 KU2405'(13.7 M) N FROM THE NORTH EDGE OF THE PAVED PARKING LOT, 1.5 FT (0.5
 KU2405'M) S FROM THE EAST-WEST FENCELINE, AND 1.0 FT (0.3 M) HIGHER THAN THE
 KU2405'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2473 ***********************************************************************
 OF2473  DESIGNATION -  BERGEN C AND B FOOD INC STACK
 OF2473  PID         -  OF2473
 OF2473  STATE/COUNTY-  NY/GENESEE
 OF2473  USGS QUAD   -  CHURCHVILLE (1978)
 OF2473
 OF2473                         *CURRENT SURVEY CONTROL
 OF2473  ___________________________________________________________________
 OF2473* NAD 83(1996)-  43 05 05.09848(N)    077 56 57.55189(W)     ADJUSTED  
 OF2473* NAVD 88     -                                                        
 OF2473  ___________________________________________________________________
 OF2473  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OF2473  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OF2473
 OF2473  HORZ ORDER  -  THIRD
 OF2473
 OF2473.The horizontal coordinates were established by classical geodetic methods
 OF2473.and adjusted by the National Geodetic Survey in January 1999..
 OF2473
 OF2473
 OF2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2473
 OF2473.The geoid height was determined by GEOID03.
 OF2473
 OF2473;                    North         East     Units Scale Factor Converg.
 OF2473;SPC NY W     -   342,779.682   401,623.799   MT  0.99997027   +0 25 59.1
 OF2473;SPC NY W     - 1,124,603.01  1,317,660.75   sFT  0.99997027   +0 25 59.1
 OF2473;UTM  18      - 4,774,448.756   259,929.205   MT  1.00030906   -2 00 56.1
 OF2473;UTM  17      - 4,774,744.136   748,321.893   MT  1.00035864   +2 05 05.7
 OF2473
 OF2473                          SUPERSEDED SURVEY CONTROL
 OF2473
 OF2473  NAD 83(1986)-  43 05 05.10515(N)    077 56 57.54998(W) AD(       ) 4
 OF2473  NAD 27      -  43 05 04.88561(N)    077 56 58.50672(W) AD(       ) 3
 OF2473
 OF2473.Superseded values are not recommended for survey control.
 OF2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2473.See file dsdata.txt to determine how the superseded data were derived.
 OF2473
 OF2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5992974449(NAD 83)
 OF2473_MARKER: 63 = STACK
 OF2473
 OF2473  HISTORY     - Date     Condition        Report By
 OF2473  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2473
 OF2473                          STATION DESCRIPTION
 OF2473
 OF2473'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2468 ***********************************************************************
 OF2468  DESIGNATION -  BERGEN MUN TANK
 OF2468  PID         -  OF2468
 OF2468  STATE/COUNTY-  NY/GENESEE
 OF2468  USGS QUAD   -  CHURCHVILLE (1978)
 OF2468
 OF2468                         *CURRENT SURVEY CONTROL
 OF2468  ___________________________________________________________________
 OF2468* NAD 83(1996)-  43 04 43.75962(N)    077 56 47.09239(W)     ADJUSTED  
 OF2468* NAVD 88     -                                                        
 OF2468  ___________________________________________________________________
 OF2468  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OF2468  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OF2468
 OF2468  HORZ ORDER  -  THIRD
 OF2468
 OF2468.The horizontal coordinates were established by classical geodetic methods
 OF2468.and adjusted by the National Geodetic Survey in January 1999..
 OF2468
 OF2468
 OF2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2468
 OF2468.The geoid height was determined by GEOID03.
 OF2468
 OF2468;                    North         East     Units Scale Factor Converg.
 OF2468;SPC NY W     -   342,123.005   401,865.370   MT  0.99997058   +0 26 06.1
 OF2468;SPC NY W     - 1,122,448.56  1,318,453.30   sFT  0.99997058   +0 26 06.1
 OF2468;UTM  18      - 4,773,782.134   260,142.572   MT  1.00030780   -2 00 48.1
 OF2468;UTM  17      - 4,774,094.443   748,582.393   MT  1.00036024   +2 05 12.0
 OF2468
 OF2468                          SUPERSEDED SURVEY CONTROL
 OF2468
 OF2468  NAD 83(1986)-  43 04 43.76634(N)    077 56 47.09041(W) AD(       ) 4
 OF2468  NAD 27      -  43 04 43.54711(N)    077 56 48.04701(W) AD(       ) 3
 OF2468
 OF2468.Superseded values are not recommended for survey control.
 OF2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2468.See file dsdata.txt to determine how the superseded data were derived.
 OF2468
 OF2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6014373782(NAD 83)
 OF2468_MARKER: 53 = ELEVATED TANK
 OF2468
 OF2468  HISTORY     - Date     Condition        Report By
 OF2468  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2468
 OF2468                          STATION DESCRIPTION
 OF2468
 OF2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2468'THE STATION, BERGEN MUNICIPAL WATER TANK, IS THE TOP CENTER OF
 OF2468'THE SILVER CYLINDRICAL TANK WHICH IS ABOUT 80 FEET IN HEIGHT
 OF2468'AND IS SUPPORTED BY 6 STEEL LEGS.
 OF2468'
 OF2468'THE STATION IS LOCATED IN THE WEST EDGE OF BERGEN IN THE
 OF2468'NORTHEAST CORNER OF THE INTERSECTION OF LAKE STREET (ST. HWY. 19)
 OF2468'AND TOWN LINE ROAD (ST. HWY. 262).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2284 ***********************************************************************
 MZ2284  DESIGNATION -  BERNIE
 MZ2284  PID         -  MZ2284
 MZ2284  STATE/COUNTY-  NY/COLUMBIA
 MZ2284  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2284
 MZ2284                         *CURRENT SURVEY CONTROL
 MZ2284  ___________________________________________________________________
 MZ2284* NAD 83(1996)-  42 21 02.28026(N)    073 46 40.05478(W)     ADJUSTED  
 MZ2284* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 MZ2284  ___________________________________________________________________
 MZ2284  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MZ2284  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2284
 MZ2284  HORZ ORDER  -  THIRD
 MZ2284
 MZ2284.The horizontal coordinates were established by classical geodetic methods
 MZ2284.and adjusted by the National Geodetic Survey in January 1999..
 MZ2284
 MZ2284.The orthometric height was scaled from a topographic map.
 MZ2284
 MZ2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2284
 MZ2284.The geoid height was determined by GEOID03.
 MZ2284
 MZ2284;                    North         East     Units Scale Factor Converg.
 MZ2284;SPC NY E     -   390,795.978   209,499.991   MT  0.99994354   +0 29 11.5
 MZ2284;SPC NY E     - 1,282,136.47    687,334.55   sFT  0.99994354   +0 29 11.5
 MZ2284;UTM  18      - 4,689,431.185   600,663.418   MT  0.99972468   +0 49 24.3
 MZ2284
 MZ2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2284!SPC NY E     -   0.99999996  x   0.99994354  =   0.99994350
 MZ2284!UTM  18      -   0.99999996  x   0.99972468  =   0.99972464
 MZ2284
 MZ2284|---------------------------------------------------------------------|
 MZ2284| PID    Reference Object                     Distance      Geod. Az  |
 MZ2284|                                                           dddmmss.s |
 MZ2284| DA3014 BERNIE RM 1                          15.215 METERS 09710     |
 MZ2284| MZ2274 EMPIRE BRICK CO IRON STACK          APPROX. 1.7 KM 1655916.1 |
 MZ2284| MZ2250 STOCKPORT MIDDLE GROUND LIGHT       APPROX. 3.3 KM 1871409.6 |
 MZ2284| MZ2280 FITHCS WHARF LIGHT                  APPROX. 2.2 KM 1973641.3 |
 MZ2284| MZ2300 LAMPMAN HILL LIGHT                  APPROX. 1.3 KM 2213332.2 |
 MZ2284| DA3015 BERNIE RM 2                          14.845 METERS 35520     |
 MZ2284|---------------------------------------------------------------------|
 MZ2284
 MZ2284                          SUPERSEDED SURVEY CONTROL
 MZ2284
 MZ2284  NAD 83(1996)-  42 21 02.28043(N)    073 46 40.05708(W) AD(       ) 3
 MZ2284  NAD 83(1996)-  42 21 02.28032(N)    073 46 40.05703(W) AD(       ) 3
 MZ2284  NAD 83(1996)-  42 21 02.28062(N)    073 46 40.05698(W) AD(       ) 3
 MZ2284  NAD 83(1992)-  42 21 02.28098(N)    073 46 40.05667(W) AD(       ) 3
 MZ2284  NAD 83(1992)-  42 21 02.28084(N)    073 46 40.05668(W) AD(       ) 3
 MZ2284  NAD 83(1992)-  42 21 02.28253(N)    073 46 40.05495(W) AD(       ) 3
 MZ2284  NAD 83(1986)-  42 21 02.28264(N)    073 46 40.05459(W) AD(       ) 3
 MZ2284  NAD 27      -  42 21 01.97400(N)    073 46 41.60900(W) AD(       ) 3
 MZ2284
 MZ2284.Superseded values are not recommended for survey control.
 MZ2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2284.See file dsdata.txt to determine how the superseded data were derived.
 MZ2284
 MZ2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0066389431(NAD 83)
 MZ2284_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2284
 MZ2284  HISTORY     - Date     Condition        Report By
 MZ2284  HISTORY     - 1934     MONUMENTED       CGS
 MZ2284  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2284
 MZ2284                          STATION DESCRIPTION
 MZ2284
 MZ2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2284'ON E SIDE HUDSON RIVER APPROXIMATELY 550 METERS S OF ROAD LEADING
 MZ2284'TO COXSACKIE FERRY AT NEWTON HOOK AND APPROXIMATELY 125 METERS
 MZ2284'E OF U.S. HIGHWAY 9J.  STATION IS LOCATED IN A LARGE PASTURE ON
 MZ2284'THE CREST OF THE HIGHEST HILL IN THAT IMMEDIATE VICINITY AND
 MZ2284'APPROXIMATELY 150 METERS SE OF CARY BRICK YARD KILN.  STATION AND
 MZ2284'REFERENCE MARKS ARE STANDARD BRASS DISKS SET IN CONCRETE
 MZ2284'MONUMENTS AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2284
 MZ2284                          STATION RECOVERY (1975)
 MZ2284
 MZ2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MZ2284'STATION WAS NOT OCCUPIED AT THIS TIME.
 MZ2284'
 MZ2284'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 MZ2284'IN GOOD CONDITION, REFERENCE MARK 2 IS BELIEVED TO BE DESTROYED
 MZ2284'AS ALL THAT WAS FOUND WAS SOME BROKEN UP CONCRETE, NO NEW WAS
 MZ2284'SET, WAS UNABLE TO DRIVE UP TO STATION AND THERE ARE NO ROCKS TO
 MZ2284'SET MARK IN.  THERE IS NO AZIMUTH MARK, STATION IS IN A WOODED
 MZ2284'AREA AND UNABLE TO BE SEEN IN ANY DIRECTION.
 MZ2284'
 MZ2284'STATION IS LOCATED ON THE EAST SIDE OF THE HUDSON RIVER, ABOUT 1
 MZ2284'1/4 MILES NORTHEAST OF COXSACKIE, ABOUT 1/4 MILE SOUTH OF NUTTEN
 MZ2284'HOOK AND ABOUT 0.1 MILE EAST OF STATE HIGHWAY 9J.
 MZ2284'
 MZ2284'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH CONCRETE
 MZ2284'MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED BERNIE
 MZ2284'1934.  IT IS 3.5 FEET NORTHWEST OF WITNESS SIGN NAILED TO A TREE.
 MZ2284'
 MZ2284'REFERENCE MARK 1 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 MZ2284'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MZ2284'BERNIE NO 1 1934.  IT IS 46.8 FEET EAST OF WITNESS SIGN NAILED TO A
 MZ2284'TREE.
 MZ2284'
 MZ2284'THE PROPERTY WAS KNOWN AT THIS TIME.
 MZ2284'
 MZ2284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2284'1/4 MILE SOUTH OF NUTTEN HOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0037 ***********************************************************************
 OG0037  DESIGNATION -  BERNS
 OG0037  PID         -  OG0037
 OG0037  STATE/COUNTY-  NY/ORLEANS
 OG0037  USGS QUAD   -  KENT (1978)
 OG0037
 OG0037                         *CURRENT SURVEY CONTROL
 OG0037  ___________________________________________________________________
 OG0037* NAD 83(1986)-  43 21 12.     (N)    078 11 31.     (W)     SCALED    
 OG0037* NAVD 88     -        81.657  (meters)     267.90   (feet)  ADJUSTED  
 OG0037  ___________________________________________________________________
 OG0037  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OG0037  DYNAMIC HT  -          81.641 (meters)     267.85  (feet)  COMP
 OG0037  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 OG0037
 OG0037  VERT ORDER  -  FIRST     CLASS II
 OG0037
 OG0037.The horizontal coordinates were scaled from a topographic map and have
 OG0037.an estimated accuracy of +/- 6 seconds.
 OG0037
 OG0037.The orthometric height was determined by differential leveling
 OG0037.and adjusted by the National Geodetic Survey in June 1991..
 OG0037
 OG0037.The geoid height was determined by GEOID03.
 OG0037
 OG0037.The dynamic height is computed by dividing the NAVD 88
 OG0037.geopotential number by the normal gravity value computed on the
 OG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0037.degrees latitude (g = 980.6199 gals.).
 OG0037
 OG0037.The modeled gravity was interpolated from observed gravity values.
 OG0037
 OG0037;                    North         East    Units  Estimated Accuracy
 OG0037;SPC NY W     -   372,500.      381,730.      MT  (+/- 180 meters Scaled)
 OG0037
 OG0037                          SUPERSEDED SURVEY CONTROL
 OG0037
 OG0037  NGVD 29 (??/??/92)   81.837  (m)          268.49   (f) ADJ UNCH    1 2
 OG0037
 OG0037.Superseded values are not recommended for survey control.
 OG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0037.See file dsdata.txt to determine how the superseded data were derived.
 OG0037
 OG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ275038(NAD 83)
 OG0037_MARKER: Z = SEE DESCRIPTION
 OG0037_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0037+WITH SETTING: INTO GROUND
 OG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0037+STABILITY: SURFACE MOTION
 OG0037
 OG0037  HISTORY     - Date     Condition        Report By
 OG0037  HISTORY     - UNK      MONUMENTED       USLS
 OG0037  HISTORY     - 1967     GOOD             USLS
 OG0037
 OG0037                          STATION DESCRIPTION
 OG0037
 OG0037'DESCRIBED BY US LAKE SURVEY 1967
 OG0037'IN CARLTON.
 OG0037'IS AT CARLTON, KNOWN LOCALLY AS THE BRIDGES, ORLEANS COUNTY,
 OG0037'NEW YORK, ABOUT 124 FEET EAST OF THE MOST NORTHERLY OF THREE BRIDGES
 OG0037'OVER OAK ORCHARD CREEK, ON THE PROPERTY OF F. J. BERNS, 1296 POINT
 OG0037'BREEZE ROAD, 44 FEET NORTHERLY OF CENTERLINE OF POINT BREEZE ROAD,
 OG0037'23.4 FEET SOUTHEAST OF STREET SIGN, 1.4 FEET SOUTH OF UTILITY POLE
 OG0037'NO. 14361/64, 1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST
 OG0037'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8 FEET
 OG0037'LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0307 ***********************************************************************
 KV0307  DESIGNATION -  BERQUIST
 KV0307  PID         -  KV0307
 KV0307  STATE/COUNTY-  NY/RICHMOND
 KV0307  USGS QUAD   -  ARTHUR KILL (1981)
 KV0307
 KV0307                         *CURRENT SURVEY CONTROL
 KV0307  ___________________________________________________________________
 KV0307* NAD 83(1996)-  40 32 52.09728(N)    074 11 21.08259(W)     ADJUSTED  
 KV0307* NAVD 88     -        44.042  (meters)     144.49   (feet)  ADJUSTED  
 KV0307  ___________________________________________________________________
 KV0307  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KV0307  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0307  DYNAMIC HT  -          44.025 (meters)     144.44  (feet)  COMP
 KV0307  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 KV0307
 KV0307  HORZ ORDER  -  FIRST
 KV0307  VERT ORDER  -  FIRST     CLASS II
 KV0307
 KV0307.The horizontal coordinates were established by classical geodetic methods
 KV0307.and adjusted by the National Geodetic Survey in January 1999..
 KV0307
 KV0307.The orthometric height was determined by differential leveling
 KV0307.and adjusted by the National Geodetic Survey in June 1991..
 KV0307
 KV0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0307
 KV0307.The geoid height was determined by GEOID03.
 KV0307
 KV0307.The dynamic height is computed by dividing the NAVD 88
 KV0307.geopotential number by the normal gravity value computed on the
 KV0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0307.degrees latitude (g = 980.6199 gals.).
 KV0307
 KV0307.The modeled gravity was interpolated from observed gravity values.
 KV0307
 KV0307;                    North         East     Units Scale Factor Converg.
 KV0307;SPC NY L     -    42,340.876   283,974.082   MT  1.00000874   -0 07 25.5
 KV0307;SPC NY L     -   138,913.36    931,671.63   sFT  1.00000874   -0 07 25.5
 KV0307;SPC NJ       -   190,382.935   176,325.378   MT  0.99990853   +0 12 07.4
 KV0307;SPC NJ       -   624,614.68    578,494.18   sFT  0.99990853   +0 12 07.4
 KV0307;UTM  18      - 4,488,876.885   568,654.659   MT  0.99965802   +0 31 37.6
 KV0307
 KV0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0307!SPC NY L     -   0.99999816  x   1.00000874  =   1.00000690
 KV0307!SPC NJ       -   0.99999816  x   0.99990853  =   0.99990669
 KV0307!UTM  18      -   0.99999816  x   0.99965802  =   0.99965618
 KV0307
 KV0307:                Primary Azimuth Mark                     Grid Az
 KV0307:SPC NY L     -  BOGART                                   045 58 38.1
 KV0307:SPC NJ       -  BOGART                                   045 39 05.2
 KV0307:UTM  18      -  BOGART                                   045 19 35.0
 KV0307
 KV0307|---------------------------------------------------------------------|
 KV0307| PID    Reference Object                     Distance      Geod. Az  |
 KV0307|                                                           dddmmss.s |
 KV0307| KV3473 BOGART                              APPROX. 8.7 KM 0455112.6 |
 KV0307| KV5109 UNION BEACH WATER TANK              APPROX.12.1 KM 1712519.8 |
 KV0307| KV0308 BERQUIST RM 1                        22.372 METERS 17219     |
 KV0307| KV5096 LOCKPORT AERO MARINE TANK           APPROX.11.7 KM 1803120.0 |
 KV0307| CB5700 BERQUIST RM 1 RESET                  29.627 METERS 18346     |
 KV0307| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 1.1 KM 2523127.8 |
 KV0307| KV0306 BERQUIST RM 2                        47.762 METERS 29950     |
 KV0307| KV4822 LINDEN AERO BEACON                  APPROX.10.1 KM 3235807.1 |
 KV0307| KV4556 ARTHUR KILL AMER CYANIMID TANK      APPROX. 5.6 KM 3454736.7 |
 KV0307| KV4642 JESSUP 1906                          40.084 METERS 34839     |
 KV0307|---------------------------------------------------------------------|
 KV0307
 KV0307                          SUPERSEDED SURVEY CONTROL
 KV0307
 KV0307  NAD 83(1986)-  40 32 52.09837(N)    074 11 21.07982(W) AD(       ) 1
 KV0307  NAD 27      -  40 32 51.72100(N)    074 11 22.56300(W) AD(       ) 1
 KV0307  NGVD 29 (04/16/92)   44.364  (m)          145.55   (f) ADJUSTED    1 2
 KV0307
 KV0307.Superseded values are not recommended for survey control.
 KV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0307.See file dsdata.txt to determine how the superseded data were derived.
 KV0307
 KV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6865588877(NAD 83)
 KV0307_MARKER: DS = TRIANGULATION STATION DISK
 KV0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0307_STAMPING: BERQUIST 1932
 KV0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0307+STABILITY: SURFACE MOTION
 KV0307
 KV0307  HISTORY     - Date     Condition        Report By
 KV0307  HISTORY     - 1932     MONUMENTED       CGS
 KV0307  HISTORY     - 1933     GOOD             CGS
 KV0307  HISTORY     - 1935     GOOD             CGS
 KV0307  HISTORY     - 1950     GOOD             CGS
 KV0307  HISTORY     - 1952     GOOD             CGS
 KV0307  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV0307
 KV0307                          STATION DESCRIPTION
 KV0307
 KV0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV0307'STATION IS LOCATED ON STATEN ISLAND, AT THE CORNER OF WOODROW
 KV0307'AVENUE AND JEFFERSON BOULEVARD, ABOUT 75 YARDS E OF WOODROW
 KV0307'AVENUE AND 50 YARDS S OF JEFFERSON BOULEVARD, ABOUT 15 YARDS N
 KV0307'OF A HOUSE NOW OWNED BY MR. BERQUIST.
 KV0307'
 KV0307'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV0307'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV0307'
 KV0307'REFERENCE MARK NO.1 IS 44.3 FEET E OF THE SE CORNER OF SAID HOUSE.
 KV0307'
 KV0307'REFERENCE MARK NO.2 IS 21 FEET E OF THE CENTER LINE OF
 KV0307'WOODROW AVENUE.  31.2 FEET NW OF NW CORNER OF HOUSE AT 727
 KV0307'WOODROW AVENUE.
 KV0307'
 KV0307'HEIGHT OF SIGNAL ABOVE STATION MARK 24 METERS.
 KV0307
 KV0307                          STATION RECOVERY (1933)
 KV0307
 KV0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV0307'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KV0307'FOLLOWING CHANGES--
 KV0307'
 KV0307'THE STATION MARK IS FLUSH WITH THE GROUND ON THE PROPERTY OF
 KV0307'MR. A. QUARTARO NO.19 CANTON AVENUE, ANNADALE, STATEN ISLAND,
 KV0307'WHICH IS THE HOUSE DIRECTLY SE OF THE STATION.  THE STATION
 KV0307'IS 6.98 METERS NE OF THE NE SIDE OF THIS HOUSE.
 KV0307'
 KV0307'REFERENCE MARK NO. 1 WAS MOVED BY THE BUILDING PARTY AT THE
 KV0307'REQUEST OF THE MAN ON WHOSE PROPERTY IT WAS.
 KV0307
 KV0307                          STATION RECOVERY (1935)
 KV0307
 KV0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV0307'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 KV0307'ORIGINAL DESCRIPTION IS ADEQUATE.
 KV0307'
 KV0307'STATION JESSUP WHICH WAS MENTIONED AS LOCATED BY C.D.M., 1932
 KV0307'WAS NOT MENTIONED BY T.J.M. IN RECONNAISSANCE DESCRIPTION.  THIS
 KV0307'MARK COULD NOT BE FOUND.
 KV0307'
 KV0307'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 KV0307'
 KV0307'NO PROMINENT NATURAL OBJECTS VISIBLE FROM GROUND.
 KV0307
 KV0307                          STATION RECOVERY (1950)
 KV0307
 KV0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 KV0307'MEASUREMENTS WERE MADE FROM REFERENCE MARK 2 AND THE HOUSE AT
 KV0307'19 CANTON AVENUE.  THE GROUND WAS PROBED WITH A MACHETTE AND
 KV0307'THE STATION MARK UNQUESTIONABLY LOCATED.  AS IT IS COVERED BY LAWN
 KV0307'SOD IT WAS NOT DUG UP.
 KV0307
 KV0307                          STATION RECOVERY (1952)
 KV0307
 KV0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KV0307'AT STATEN ISLAND.
 KV0307'ON STATEN ISLAND, AT ANNADALE, AT INTERSECTION OF CANTON AVENUE
 KV0307'AND WOODROW ROAD, IN REAR OF HOUSE NO. 19 CANTON AVENUE, 103
 KV0307'FEET NORTHEAST OF CENTER LINE OF CANTON AVENUE, 97 1/4 FEET
 KV0307'NORTH-NORTHEAST OF RM NO. 1, 30 FEET EAST OF NORTH CORNER OF
 KV0307'HOUSE, 23 1/2 FEET NORTH-NORTHEAST OF EAST CORNER OF HOUSE,
 KV0307'23 FEET NORTHEAST OF NORTHEAST FACE OF HOUSE AND SET IN THE
 KV0307'TOP OF A CONCRETE POST ABOUT 7 INCHES UNDERGROUND.
 KV0307
 KV0307                          STATION RECOVERY (1991)
 KV0307
 KV0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0308 ***********************************************************************
 KV0308  DESIGNATION -  BERQUIST RM 1
 KV0308  PID         -  KV0308
 KV0308  STATE/COUNTY-  NY/RICHMOND
 KV0308  USGS QUAD   -  ARTHUR KILL (1981)
 KV0308
 KV0308                         *CURRENT SURVEY CONTROL
 KV0308  ___________________________________________________________________
 KV0308* NAD 83(1986)-  40 32 51.     (N)    074 11 21.     (W)     SCALED    
 KV0308* NAVD 88     -        44.004  (meters)     144.37   (feet)  ADJUSTED  
 KV0308  ___________________________________________________________________
 KV0308  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0308  DYNAMIC HT  -          43.987 (meters)     144.31  (feet)  COMP
 KV0308  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 KV0308
 KV0308  VERT ORDER  -  FIRST     CLASS II
 KV0308
 KV0308.The horizontal coordinates were scaled from a topographic map and have
 KV0308.an estimated accuracy of +/- 6 seconds.
 KV0308
 KV0308.The orthometric height was determined by differential leveling
 KV0308.and adjusted by the National Geodetic Survey in June 1991..
 KV0308
 KV0308.The geoid height was determined by GEOID03.
 KV0308
 KV0308.The dynamic height is computed by dividing the NAVD 88
 KV0308.geopotential number by the normal gravity value computed on the
 KV0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0308.degrees latitude (g = 980.6199 gals.).
 KV0308
 KV0308.The modeled gravity was interpolated from observed gravity values.
 KV0308
 KV0308;                    North         East    Units  Estimated Accuracy
 KV0308;SPC NY L     -    42,310.      283,980.      MT  (+/- 180 meters Scaled)
 KV0308
 KV0308                          SUPERSEDED SURVEY CONTROL
 KV0308
 KV0308  NGVD 29 (04/16/92)   44.326  (m)          145.43   (f) ADJUSTED    1 2
 KV0308
 KV0308.Superseded values are not recommended for survey control.
 KV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0308.See file dsdata.txt to determine how the superseded data were derived.
 KV0308
 KV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK686888(NAD 83)
 KV0308_MARKER: DR = REFERENCE MARK DISK
 KV0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0308_STAMPING: BERQUIST NO 1 1932
 KV0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0308+STABILITY: SURFACE MOTION
 KV0308
 KV0308  HISTORY     - Date     Condition        Report By
 KV0308  HISTORY     - 1932     MONUMENTED       CGS
 KV0308  HISTORY     - 1952     GOOD             CGS
 KV0308
 KV0308                          STATION DESCRIPTION
 KV0308
 KV0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0308'AT STATEN ISLAND.
 KV0308'ON STATEN ISLAND, AT ANNADALE, NEAR INTERSECTION OF WOODROW
 KV0308'ROAD AND CANTON AVENUE, 50 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 KV0308'CORNER OF HOUSE NO. 19 CANTON AVENUE, 94 1/4 FEET SOUTH-SOUTHWEST
 KV0308'OF STATION MARK, 17 1/2 FEET WEST OF A 20-INCH PEAR TREE, 18
 KV0308'FEET NORTHEAST OF CENTER LINE OF CANTON AVENUE, AND SET IN THE
 KV0308'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0306 ***********************************************************************
 KV0306  DESIGNATION -  BERQUIST RM 2
 KV0306  PID         -  KV0306
 KV0306  STATE/COUNTY-  NY/RICHMOND
 KV0306  USGS QUAD   -  ARTHUR KILL (1981)
 KV0306
 KV0306                         *CURRENT SURVEY CONTROL
 KV0306  ___________________________________________________________________
 KV0306* NAD 83(1986)-  40 32 51.     (N)    074 11 21.     (W)     SCALED    
 KV0306* NAVD 88     -        43.053  (meters)     141.25   (feet)  ADJUSTED  
 KV0306  ___________________________________________________________________
 KV0306  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0306  DYNAMIC HT  -          43.036 (meters)     141.19  (feet)  COMP
 KV0306  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 KV0306
 KV0306  VERT ORDER  -  FIRST     CLASS II
 KV0306
 KV0306.The horizontal coordinates were scaled from a topographic map and have
 KV0306.an estimated accuracy of +/- 6 seconds.
 KV0306
 KV0306.The orthometric height was determined by differential leveling
 KV0306.and adjusted by the National Geodetic Survey in June 1991..
 KV0306
 KV0306.The geoid height was determined by GEOID03.
 KV0306
 KV0306.The dynamic height is computed by dividing the NAVD 88
 KV0306.geopotential number by the normal gravity value computed on the
 KV0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0306.degrees latitude (g = 980.6199 gals.).
 KV0306
 KV0306.The modeled gravity was interpolated from observed gravity values.
 KV0306
 KV0306;                    North         East    Units  Estimated Accuracy
 KV0306;SPC NY L     -    42,310.      283,980.      MT  (+/- 180 meters Scaled)
 KV0306
 KV0306                          SUPERSEDED SURVEY CONTROL
 KV0306
 KV0306  NGVD 29 (04/16/92)   43.375  (m)          142.31   (f) ADJUSTED    1 2
 KV0306
 KV0306.Superseded values are not recommended for survey control.
 KV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0306.See file dsdata.txt to determine how the superseded data were derived.
 KV0306
 KV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK686888(NAD 83)
 KV0306_MARKER: DR = REFERENCE MARK DISK
 KV0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0306_STAMPING: BERQUIST NO 2 1932
 KV0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0306+STABILITY: SURFACE MOTION
 KV0306
 KV0306  HISTORY     - Date     Condition        Report By
 KV0306  HISTORY     - 1932     MONUMENTED       CGS
 KV0306  HISTORY     - 1952     GOOD             CGS
 KV0306  HISTORY     - 1985     GOOD             USPSQD
 KV0306  HISTORY     - 19910519 GOOD             USPSQD
 KV0306  HISTORY     - 19940511 GOOD             USPSQD
 KV0306  HISTORY     - 19971011 GOOD             USPSQD
 KV0306
 KV0306                          STATION DESCRIPTION
 KV0306
 KV0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0306'AT STATEN ISLAND.
 KV0306'ON STATEN ISLAND, AT ANNADALE, AT THE INTERSECTION OF WOODROW
 KV0306'ROAD AND CANTON AVENUE, 119 FEET EAST OF CENTER OF INTERSECTION,
 KV0306'31 FEET NORTH OF NORTH CORNER OF HOUSE NO. 716 WOODROW ROAD,
 KV0306'20 FEET SOUTHEAST OF CENTER LINE OF WOODROW ROAD, 5 FEET NORTHWEST
 KV0306'OF NORTHWEST EDGE OF A SIDE WALK, 6 FEET WEST OF POWER POLE NO.
 KV0306'71, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KV0306
 KV0306                          STATION RECOVERY (1985)
 KV0306
 KV0306'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0306'ON STATEN ISLAND, AT ANNADALE AT THE INTERSECTION OF WOODROW ROAD AND
 KV0306'CANTON AVENUE , 119 FEET EAST OF CENTER OF INTERSECTION, 31 FEET
 KV0306'NORTH OF NORTH HOUSE NO. 716 WOODROW ROAD 30 FEET SOUTHEAST OF
 KV0306'CENTERLINE OF WOODROW ROAD, 1 FOOT NORTHWEST OF NORTHWEST EDGE OF A
 KV0306'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 KV0306
 KV0306                          STATION RECOVERY (1991)
 KV0306
 KV0306'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0306'RECOVERED IN GOOD CONDITION.
 KV0306
 KV0306                          STATION RECOVERY (1994)
 KV0306
 KV0306'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0306'RECOVERED IN GOOD CONDITION.
 KV0306
 KV0306                          STATION RECOVERY (1997)
 KV0306
 KV0306'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2255 ***********************************************************************
 NA2255  DESIGNATION -  BERRY HILL FIRETOWER
 NA2255  PID         -  NA2255
 NA2255  STATE/COUNTY-  NY/CHENANGO
 NA2255  USGS QUAD   -  EAST PHARSALIA (1976)
 NA2255
 NA2255                         *CURRENT SURVEY CONTROL
 NA2255  ___________________________________________________________________
 NA2255* NAD 83(1996)-  42 32 59.18354(N)    075 41 24.84553(W)     ADJUSTED  
 NA2255* NAVD 88     -                                                        
 NA2255  ___________________________________________________________________
 NA2255  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NA2255  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA2255
 NA2255  HORZ ORDER  -  THIRD
 NA2255
 NA2255.The horizontal coordinates were established by classical geodetic methods
 NA2255.and adjusted by the National Geodetic Survey in January 1999..
 NA2255
 NA2255
 NA2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2255
 NA2255.The geoid height was determined by GEOID03.
 NA2255
 NA2255;                    North         East     Units Scale Factor Converg.
 NA2255;SPC NY C     -   283,544.797   323,349.234   MT  1.00000367   +0 36 14.3
 NA2255;SPC NY C     -   930,263.22  1,060,854.95   sFT  1.00000367   +0 36 14.3
 NA2255;UTM  18      - 4,711,050.681   443,330.953   MT  0.99963951   -0 28 00.4
 NA2255
 NA2255                          SUPERSEDED SURVEY CONTROL
 NA2255
 NA2255  NAD 83(1986)-  42 32 59.18889(N)    075 41 24.84404(W) AD(       ) 4
 NA2255  NAD 27      -  42 32 58.93300(N)    075 41 26.16100(W) AD(       ) 3
 NA2255
 NA2255.Superseded values are not recommended for survey control.
 NA2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2255.See file dsdata.txt to determine how the superseded data were derived.
 NA2255
 NA2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4333111051(NAD 83)
 NA2255
 NA2255  HISTORY     - Date     Condition        Report By
 NA2255  HISTORY     - 1942     MONUMENTED       CGS
 NA2255  HISTORY     - 1970     SEE DESCRIPTION  NYDT
 NA2255
 NA2255                          STATION DESCRIPTION
 NA2255
 NA2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2255'STATION IS ABOUT 9 MILES W OF NORWICH AND 0.5 MILE S OF STATE
 NA2255'HIGHWAY 319, ON LAND LEASED BY THE NEW YORK FORESTRY COMMISSION.
 NA2255'
 NA2255'IT IS A LOOKOUT OF THE NEW YORK FORESTRY COMMISSION.  THE TOWER
 NA2255'IS 69 FEET IN HEIGHT AND IS A STEEL, FOUR-LEGGED STRUCTURE
 NA2255'WITH A STEEL ENCLOSED CABIN AT THE TOP.
 NA2255'
 NA2255'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BERRY
 NA2255'HILL TO THE CENTER OF THE FIRETOWER AT THE GROUND.  THE
 NA2255'DISTANCE IS 8.270 METERS, 27.12 FEET.  THE POINT OBSERVED UPON
 NA2255'WAS THE APEX OF THE ROOF.
 NA2255'
 NA2255'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND
 NA2255'319 AT THE TRAFFIC LIGHT IN NORWICH, GO W ON STATE HIGHWAY 319
 NA2255'FOR 8.95 MILES TO A GRAVELED T-ROAD LEFT.  TURN LEFT AND GO 0.3
 NA2255'MILE TO A FARM ENTRANCE LANE, THEN RIGHT FOR 0.1 MILE TO THE
 NA2255'HOUSE AND A GATE BETWEEN THE BARN AND GARAGE, PASS THROUGH GATE
 NA2255'AND FOLLOW DIM TRACKS TO THE TOP OF HILL AND STATION.
 NA2255
 NA2255                          STATION RECOVERY (1970)
 NA2255
 NA2255'RECOVERY NOTE BY NY DEPT OF TRANSP 1970
 NA2255'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2254 ***********************************************************************
 NA2254  DESIGNATION -  BERRY HILL RESET
 NA2254  PID         -  NA2254
 NA2254  STATE/COUNTY-  NY/CHENANGO
 NA2254  USGS QUAD   -  EAST PHARSALIA (1976)
 NA2254
 NA2254                         *CURRENT SURVEY CONTROL
 NA2254  ___________________________________________________________________
 NA2254* NAD 83(1996)-  42 32 59.12550(N)    075 41 25.19935(W)     ADJUSTED  
 NA2254* NAVD 88     -       596.9    (meters)    1958.     (feet)  VERTCON   
 NA2254  ___________________________________________________________________
 NA2254  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NA2254  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA2254
 NA2254  HORZ ORDER  -  FIRST
 NA2254
 NA2254.The horizontal coordinates were established by classical geodetic methods
 NA2254.and adjusted by the National Geodetic Survey in January 1999..
 NA2254
 NA2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2254
 NA2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2254
 NA2254.The geoid height was determined by GEOID03.
 NA2254
 NA2254;                    North         East     Units Scale Factor Converg.
 NA2254;SPC NY C     -   283,542.921   323,341.181   MT  1.00000366   +0 36 14.0
 NA2254;SPC NY C     -   930,257.07  1,060,828.52   sFT  1.00000366   +0 36 14.0
 NA2254;UTM  18      - 4,711,048.957   443,322.869   MT  0.99963952   -0 28 00.6
 NA2254
 NA2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2254!SPC NY C     -   0.99991139  x   1.00000366  =   0.99991505
 NA2254!UTM  18      -   0.99991139  x   0.99963952  =   0.99955094
 NA2254
 NA2254:                Primary Azimuth Mark                     Grid Az
 NA2254:SPC NY C     -  BERRY HILL AZ MK                         019 46 17.2
 NA2254:UTM  18      -  BERRY HILL AZ MK                         020 50 31.8
 NA2254
 NA2254|---------------------------------------------------------------------|
 NA2254| PID    Reference Object                     Distance      Geod. Az  |
 NA2254|                                                           dddmmss.s |
 NA2254| CZ7477 BERRY HILL AZ MK                                   0202231.2 |
 NA2254| NA2256 381 RESET                            13.745 METERS 06454     |
 NA2254| NA2255 BERRY HILL FIRETOWER                  8.269 METERS 07729     |
 NA2254| CZ7478 BERRY HILL RM 1                      14.206 METERS 10429     |
 NA2254| CZ7480 BERRY HILL RM 3                      14.220 METERS 10433     |
 NA2254| NA2197 LUDLOW                              APPROX. 8.2 KM 1812104.1 |
 NA2254| CZ7479 BERRY HILL RM 2                      21.873 METERS 27345     |
 NA2254|---------------------------------------------------------------------|
 NA2254
 NA2254                          SUPERSEDED SURVEY CONTROL
 NA2254
 NA2254  NAD 83(1986)-  42 32 59.13142(N)    075 41 25.19806(W) AD(       ) 1
 NA2254  NAD 27      -  42 32 58.87500(N)    075 41 26.51500(W) AD(       ) 1
 NA2254  NGVD 29 (07/19/86)  597.0    (m)         1959.     (f) VERT ANG       
 NA2254
 NA2254.Superseded values are not recommended for survey control.
 NA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2254.See file dsdata.txt to determine how the superseded data were derived.
 NA2254
 NA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4332311049(NAD 83)
 NA2254_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA2254+SATELLITE: SATELLITE OBSERVATIONS - 1986
 NA2254
 NA2254  HISTORY     - Date     Condition        Report By
 NA2254  HISTORY     - 1942     MONUMENTED       CGS
 NA2254  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NA2254  HISTORY     - 1986     GOOD
 NA2254
 NA2254                          STATION DESCRIPTION
 NA2254
 NA2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2254'STATION IS ABOUT 9 MILES W OF NORWICH AND 0.5 MILE S OF STATE
 NA2254'HIGHWAY 319, ON LAND LEASED BY THE NEW YORK FORESTRY
 NA2254'COMMISSION.  THE MARK IS 45 FEET WSW OF A NEW YORK STATE SURVEY
 NA2254'MARK NO.381, 27 FEET W OF THE BERRY HILL FIRETOWER, 20 FEET S
 NA2254'OF THE ROCK FENCE LINE, 47 FEET W OF THE SW CORNER OF THE
 NA2254'RANGER CABIN, AND 5-1/2 FEET W OF A STANDARD REFERENCE POST.
 NA2254'THE MARK IS STAMPED BERRY HILL 1942.
 NA2254'
 NA2254'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NA2254'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN
 NA2254'NOTES 1A, 7A, AND 11A.
 NA2254'
 NA2254'REFERENCE MARK NO.1 IS 46.61 FEET ESE OF STATION AT THE
 NA2254'SW CORNER OF THE RANGER CABIN.  THE MARK IS STAMPED BERRY HILL
 NA2254'NO.1,1942.
 NA2254'
 NA2254'REFERENCE MARK NO.2 IS 71.99 FEET W OF STATION AND 12 FEET
 NA2254'S OF THE E-W ROCK FENCE LINE.  THE MARK IS STAMPED
 NA2254'BERRY HILL NO.2, 1942.
 NA2254'
 NA2254'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE N OF STATION, 29 FEET
 NA2254'S OF THE CENTER LINE OF STATE HIGHWAY 319, 11.6 FEET W OF ROCK
 NA2254'FENCE, 3.6 FEET S OF THE S RIGHT-OF-WAY FENCE LINE, AND 2 FEET S
 NA2254'OF A STANDARD REFERENCE POST.  THE MARK IS STAMPED BERRY HILL
 NA2254'1942.
 NA2254'
 NA2254'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND
 NA2254'319 AT THE TRAFFIC LIGHT IN NORWICH, GO W ON STATE HIGHWAY
 NA2254'319 FOR 8.95 MILES TO A GRAVELED T-ROAD LEFT, TURN LEFT AND GO
 NA2254'0.3 MILE TO A FARM ENTRANCE LANE, TURN RIGHT AND GO 0.1 MILE TO
 NA2254'THE HOUSE AND GATE BETWEEN BARN AND GARAGE, PASS THROUGH THE
 NA2254'GATE AND FOLLOW DIM TRACKS TO THE TOP OF THE HILL AND STATION
 NA2254'AT THE BERRY HILL FIRETOWER.
 NA2254'
 NA2254'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE W ON
 NA2254'STATE HIGHWAY 319 FOR 0.2 MILE TO MARK ON THE LEFT OR S SIDE OF
 NA2254'ROAD.
 NA2254'
 NA2254'A TRAVERSE TIE WAS MADE TO NEW YORK STATE SURVEY NO. 381,
 NA2254'DISTANCE 13.745 METERS, 45.10 FEET.
 NA2254'
 NA2254'A TRAVERSE TIE WAS ALSO MADE TO THE BERRY HILL FIRETOWER,
 NA2254'DISTANCE 8.270 METERS, 27.12 FEET.
 NA2254'
 NA2254'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NA2254
 NA2254                          STATION RECOVERY (1971)
 NA2254
 NA2254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NA2254'STATION WAS RECOVERED AND ONLY RM NO.2 WAS FOUND IN GOOD
 NA2254'CONDITION.  THE STATION MONUMENT, RM NO.1, AND 381 (NYSS) WERE
 NA2254'FOUND TILTED.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 NA2254'WIDENING.  STATION MONUMENT WAS REMOVED AND UNDERGROUND MARK
 NA2254'RECOVERED.  SURFACE MARK WAS FOUND TO HAVE BEEN 0.048 METER OUT
 NA2254'OF PLUMB TO EASTWARD.  THE MONUMENT WAS RE-PLUMBED OVER
 NA2254'UNDERGROUND MARK AND RE-ENFORCED WITH MASS OF CONCRETE.  RM
 NA2254'NO.1 MONUMENT WAS SET STRAIGHT AND RE-ENFORCED, AND THE DISK
 NA2254'STAMPED NO.3 381 (NYSS) STONE POST WAS RESET ON PUBLISHED
 NA2254'DISTANCE AND ANGLE AND RE-ENFORCED WITH CONCRETE.  A
 NA2254'DISCREPANCY OF 0.070 METER WAS NOTED IN THE DISTANCE TO RM
 NA2254'NO.2.  A COMPLETE DESCRIPTION FOLLOWS--
 NA2254'
 NA2254'STATION IS LOCATED AT THE SITE OF THE BERRY HILL FIRE TOWER, IN
 NA2254'NORTHWEST CORNER OF THE LAWN.
 NA2254'
 NA2254'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 12 AND 319
 NA2254'IN NORWICH, GO WEST ON HIGHWAY 319 FOR 5.6 MILES TO ITS
 NA2254'END.  CONTINUE WEST, ON HIGHWAY 10, FOR 3.55 MILES.  TURN LEFT
 NA2254'ON GRAVELLED SIDE ROAD, AND GO SOUTH 0.3 MILE.  TAKE SIDE ROAD
 NA2254'RIGHT AND GO 0.25 MILE TO FIRE TOWER.
 NA2254'
 NA2254'STATION MARK IS A STANDARD DISK STAMPED BERRY HILL 1942 1971,
 NA2254'SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 NA2254'4 INCHES FROM GROUND.  IT IS 18.5 FEET WEST OF SOUTHWEST LEG OF
 NA2254'FIRE TOWER, 16 FEET SOUTH OF OLD STONE FENCE AND 9 FEET EAST
 NA2254'OF SOUTHEAST CORNER OF SMALL SHED.
 NA2254'
 NA2254'UNDERGROUND MARK IS A STANDARD DISK STAMPED BERRY HILL 1942,
 NA2254'SET IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 NA2254'
 NA2254'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 NA2254'BERRY HILL 1942 NO 2, SET IN THE TOP OF A 12-INCH-SQUARE,
 NA2254'CONCRETE MONUMENT PROJECTING 2 INCHES FROM GROUND.  AT NORTH
 NA2254'EDGE OF FIELD, 6 FEET SOUTH OF OLD STONE FENCE AND 5.75 FEET
 NA2254'LOWER THAN STATION MARK.
 NA2254'
 NA2254'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 NA2254'BERRY HILL 1942 NO 3 1971, SET IN THE TOP OF A 12-INCH-SQUARE,
 NA2254'CONCRETE MONUMENT PROJECTING 6 INCHES FROM GROUND.  AT
 NA2254'SOUTHWEST CORNER OF RANGERS HOUSE.
 NA2254'
 NA2254'381 (NYSS) IS A 6-INCH-SQUARE, STONE POST PROJECTING 14 INCHES
 NA2254'FROM GROUND, SET IN OLD STONE FENCE, 5 FEET WEST-NORTHWEST OF
 NA2254'NORTHWEST CORNER OF CABIN, 8.5 FEET NORTHEAST OF NORTHEAST LEG
 NA2254'OF FIRE TOWER, AND 2-1/2 FEET EAST OF A TELEPHONE POLE.  THE
 NA2254'FOLLOWING IS CARVED INTO THE SIDES OF THE MONUMENT NEAR THE
 NA2254'TOP--NYSS 381.
 NA2254'
 NA2254'NOTE--DUE TO EXTREME HAZE A NEW AZIMUTH MARK COULD NOT BE SET.
 NA2254'
 NA2254'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2254'9 MILES WEST OF NORWICH.
 NA2254
 NA2254                          STATION RECOVERY (1986)
 NA2254
 NA2254'RECOVERED 1986
 NA2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2196 ***********************************************************************
 KU2196  DESIGNATION -  BERT
 KU2196  PID         -  KU2196
 KU2196  STATE/COUNTY-  NY/SUFFOLK
 KU2196  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2196
 KU2196                         *CURRENT SURVEY CONTROL
 KU2196  ___________________________________________________________________
 KU2196* NAD 83(1996)-  40 53 29.76239(N)    073 03 12.49284(W)     ADJUSTED  
 KU2196* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 KU2196  ___________________________________________________________________
 KU2196  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 KU2196  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KU2196
 KU2196  HORZ ORDER  -  THIRD
 KU2196
 KU2196.The horizontal coordinates were established by classical geodetic methods
 KU2196.and adjusted by the National Geodetic Survey in January 1999..
 KU2196
 KU2196.The orthometric height was scaled from a topographic map.
 KU2196
 KU2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2196
 KU2196.The geoid height was determined by GEOID03.
 KU2196
 KU2196;                    North         East     Units Scale Factor Converg.
 KU2196;SPC NY L     -    80,932.496   379,764.847   MT  0.99999516   +0 37 08.8
 KU2196;SPC NY L     -   265,526.03  1,245,945.17   sFT  0.99999516   +0 37 08.8
 KU2196;UTM  18      - 4,528,547.640   663,978.617   MT  0.99993096   +1 16 28.3
 KU2196
 KU2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2196!SPC NY L     -   0.99999829  x   0.99999516  =   0.99999345
 KU2196!UTM  18      -   0.99999829  x   0.99993096  =   0.99992925
 KU2196
 KU2196|---------------------------------------------------------------------|
 KU2196| PID    Reference Object                     Distance      Geod. Az  |
 KU2196|                                                           dddmmss.s |
 KU2196| CB6637 BERT RM 1                            21.916 METERS 03557     |
 KU2196| CB6638 BERT RM 2                            25.553 METERS 16832     |
 KU2196| KU0530 E 329                                              1741730.6 |
 KU2196|---------------------------------------------------------------------|
 KU2196
 KU2196                          SUPERSEDED SURVEY CONTROL
 KU2196
 KU2196  NAD 83(1996)-  40 53 29.76424(N)    073 03 12.49282(W) AD(       ) 3
 KU2196  NAD 83(1992)-  40 53 29.76302(N)    073 03 12.49223(W) AD(       ) 3
 KU2196  NAD 83(1986)-  40 53 29.76620(N)    073 03 12.49455(W) AD(       ) 3
 KU2196  NAD 27      -  40 53 29.41940(N)    073 03 14.09762(W) AD(       ) 3
 KU2196
 KU2196.Superseded values are not recommended for survey control.
 KU2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2196.See file dsdata.txt to determine how the superseded data were derived.
 KU2196
 KU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6397928548(NAD 83)
 KU2196_MARKER: DS = TRIANGULATION STATION DISK
 KU2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2196
 KU2196  HISTORY     - Date     Condition        Report By
 KU2196  HISTORY     - 1951     MONUMENTED       CGS
 KU2196  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KU2196  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KU2196  HISTORY     - 1966     MARK NOT FOUND   CGS
 KU2196
 KU2196                          STATION DESCRIPTION
 KU2196
 KU2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2196'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF SELDON, 1 MILE
 KU2196'SOUTH OF TERRYVILLE, NEAR THE SUMMIT OF A LOW RIDGE AND IN A
 KU2196'BRUSHY AREA ON THE WEST SIDE OF BOYLE ROAD.  IT IS 57 FEET NORTH
 KU2196'OF POWER POLE LIL 83, 32 FEET WEST OF CENTERLINE OF BOYLE ROAD
 KU2196'AND 6 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 KU2196'AND IS STAMPED BERT 1951.
 KU2196'
 KU2196'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE CENTERLINE OF BOYLE
 KU2196'ROAD.  THE MARK PROJECTS 4 INCHES AND IS STAMPED BERT NO. 1 1951.
 KU2196'
 KU2196'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTERLINE OF
 KU2196'BOYLE ROAD AND 18 FEET SOUTH OF POWER POLE LIL 83.  THE MARK
 KU2196'PROJECTS 4 INCHES AND IS STAMPED BERT NO. 2 1951.
 KU2196'
 KU2196'B.M. E 329 (U.S.C. AND G.S.) 1949 WAS OBSERVED FOR THE AZIMUTH
 KU2196'MARK.  IT IS A STANDARD BENCH MARK SET IN A ROUND CONCRETE
 KU2196'POST.  IT IS 56 FEET SOUTH OF POWER POLE LIL 74, 28 FEET SOUTH
 KU2196'OF CENTERLINE OF A SAND ROAD T-INTERSECTION WITH BOYLE ROAD, 28
 KU2196'FEET WEST OF CENTERLINE OF BOYLE ROAD AND 1 FOOT SOUTH OF A
 KU2196'WITNESS POST.  THE MARK IS FLUSH AND IS STAMPED E 329 1949.
 KU2196'
 KU2196'TO REACH THE STATION FROM THE POLICE STATION AT THE INTERSECTION
 KU2196'OF S.R. 25 AND BOYLE ROAD IN THE WEST PART OF SELDON, GO NORTH
 KU2196'ON BOYLE ROAD FOR 2 MILES TO A T-INTERSECTION WITH A SAND ROAD
 KU2196'LEFT AND B.M. E 329 ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILE TO
 KU2196'SUMMIT OF RIDGE AND THE STATION ON THE LEFT.
 KU2196
 KU2196                          STATION RECOVERY (1965)
 KU2196
 KU2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (TH)
 KU2196'STATION AND RM 2 WERE DESTROYED BY GRADING OPERATIONS.  RM 1 WAS
 KU2196'RECOVERED IN GOOD CONDITION.
 KU2196'
 KU2196'A THOROUGH SEARCH WAS MADE.  EXTENSIVE GRADING OPERATIONS STILL
 KU2196'IN PROGRESS.  RM 1 IS ON THE SHOULDER OF THE ROAD.
 KU2196'
 KU2196'CHANGE DESCRIPTION OF RM 1 TO READ MARK IS APPROX. 240 FEET
 KU2196'NORTH OF CENTERLINE OF WINDSOR DRIVE, A PAVED ROAD COMING INTO
 KU2196'WEST SIDE OF BOYLE ROAD.  THERE IS NO LONGER A POLICE STATION AT
 KU2196'INTERSECTION OF BOYLE ROAD AND S.R. 25.  ALSO, S.R. 25 IS KNOWN
 KU2196'AS MIDDLE COUNTRY ROAD IN THIS AREA.
 KU2196
 KU2196                          STATION RECOVERY (1966)
 KU2196
 KU2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2196'STATION AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED BY GRADING
 KU2196'OPERATIONS ON THE WEST SIDE OF BOYLE ROAD.  A SEARCH WAS MADE FOR
 KU2196'BENCH MARK E 329 (AZIMUTH MARK) BUT WAS NOT RECOVERED.
 KU2196'
 KU2196'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE IN GOOD
 KU2196'CONDITION.  IT IS 249 FEET NORTH OF AN EXTENDED LINE FROM THE
 KU2196'APPROXIMATE CENTER OF WINDSOR DRIVE, 67 FEET SOUTHEAST OF UTILITY
 KU2196'POLE NO. 74, 17 FEET EAST OF THE CENTERLINE OF BOYLE ROAD, 1
 KU2196'FOOT NORTH OF A WITNESS POST AND IS FLUSH WITH THE GROUND.
 KU2196
 KU2196                          STATION RECOVERY (1966)
 KU2196
 KU2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 KU2196'STATION AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED BY GRADING
 KU2196'OPERATIONS.  A SEARCH WAS MADE FOR BENCH MARK E 329 (AZIMUTH
 KU2196'MARK) BY J. L. COOK IN 1966 BUT WAS NOT RECOVERED.  REFERENCE
 KU2196'MARK NO. 1 WAS DESTROYED BY CONSTRUCTION IN MAY 1966 AND THE
 KU2196'DISK WAS RETURNED TO EAST COAST FIELD DIRECTOR, NORFOLK VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2066 ***********************************************************************
 NA2066  DESIGNATION -  BERTINO
 NA2066  PID         -  NA2066
 NA2066  STATE/COUNTY-  NY/DELAWARE
 NA2066  USGS QUAD   -  ROXBURY (1981)
 NA2066
 NA2066                         *CURRENT SURVEY CONTROL
 NA2066  ___________________________________________________________________
 NA2066* NAD 83(1996)-  42 16 23.63514(N)    074 33 56.97519(W)     ADJUSTED  
 NA2066* NAVD 88     -       597.8    (meters)    1961.     (feet)  VERTCON   
 NA2066  ___________________________________________________________________
 NA2066  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 NA2066  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 NA2066
 NA2066  HORZ ORDER  -  THIRD
 NA2066
 NA2066.The horizontal coordinates were established by classical geodetic methods
 NA2066.and adjusted by the National Geodetic Survey in January 1999..
 NA2066
 NA2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2066
 NA2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2066
 NA2066.The geoid height was determined by GEOID03.
 NA2066
 NA2066;                    North         East     Units Scale Factor Converg.
 NA2066;SPC NY E     -   381,948.608   144,570.165   MT  0.99990036   -0 02 39.4
 NA2066;SPC NY E     - 1,253,109.72    474,310.62   sFT  0.99990036   -0 02 39.4
 NA2066;UTM  18      - 4,680,204.834   535,803.022   MT  0.99961577   +0 17 31.4
 NA2066
 NA2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2066!SPC NY E     -   0.99991091  x   0.99990036  =   0.99981128
 NA2066!UTM  18      -   0.99991091  x   0.99961577  =   0.99952672
 NA2066
 NA2066:                Primary Azimuth Mark                     Grid Az
 NA2066:SPC NY E     -  BERTINO AZ MK                            012 00 54.5
 NA2066:UTM  18      -  BERTINO AZ MK                            011 40 43.7
 NA2066
 NA2066|---------------------------------------------------------------------|
 NA2066| PID    Reference Object                     Distance      Geod. Az  |
 NA2066|                                                           dddmmss.s |
 NA2066| CZ7481 BERTINO AZ MK                                      0115815.1 |
 NA2066| NA2065 SCHUMAN                             APPROX. 5.7 KM 0340534.7 |
 NA2066| CZ7482 BERTINO RM 1                         22.696 METERS 03959     |
 NA2066| CZ7483 BERTINO RM 2                         22.070 METERS 31054     |
 NA2066|---------------------------------------------------------------------|
 NA2066
 NA2066                          SUPERSEDED SURVEY CONTROL
 NA2066
 NA2066  NAD 83(1986)-  42 16 23.63863(N)    074 33 56.97633(W) AD(       ) 3
 NA2066  NAD 27      -  42 16 23.33000(N)    074 33 58.42200(W) AD(       ) 3
 NA2066  NGVD 29 (07/19/86)  598.0    (m)         1962.     (f) VERT ANG       
 NA2066
 NA2066.Superseded values are not recommended for survey control.
 NA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2066.See file dsdata.txt to determine how the superseded data were derived.
 NA2066
 NA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM3580380205(NAD 83)
 NA2066_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2066_SETTING: 80 = SET IN A BOULDER
 NA2066_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NA2066
 NA2066  HISTORY     - Date     Condition        Report By
 NA2066  HISTORY     - 1942     MONUMENTED       CGS
 NA2066  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 NA2066  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2066
 NA2066                          STATION DESCRIPTION
 NA2066
 NA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2066'STATION IS ABOUT 1.0 MILE S OF ROXBURY ON THE SIDE OF A HILL IN
 NA2066'PASTURE LAND ON PROPERTY OWNED BY FRANK BERTINO.  IT IS SET IN A
 NA2066'LARGE 6- BY 8-FOOT BOULDER WHICH PROJECTS ABOUT 5 FEET AND IS 300
 NA2066'FEET SE OF ROAD AND 25 FEET NE OF A STONE FENCE AND IS STAMPED
 NA2066'BERTINO 1942.
 NA2066'
 NA2066'REFERENCE MARK NO.1 IS NE OF THE STATION SET IN A 4- BY 4-FOOT
 NA2066'BOULDER WHICH PROJECTS 2 FEET.  IT IS STAMPED BERTINO NO.1 1942.
 NA2066'
 NA2066'REFERENCE MARK NO.2 IS NW OF THE STATION SET IN A 2- BY 2-FOOT
 NA2066'BOULDER WHICH PROJECTS 2 FEET.  IT IS STAMPED BERTINO NO.2 1942
 NA2066'AND IS ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION.
 NA2066'
 NA2066'THE AZIMUTH MARK IS N OF THE STATION ABOUT 1.5 MILES.  IT IS
 NA2066'SET IN THE CONCRETE WALK AT THE ENTRANCE TO THE CATTLE BARN ON
 NA2066'THE WILLOW BROOK FARM WHICH IS OWNED BY W.C. AND D.W. TYLER.  TO
 NA2066'REACH FROM THE STATION, RETURN TO THE SQUARE IN ROXBURY, TURN
 NA2066'RIGHT (N) ON STATE ROUTE 30 AND GO 1.1 MILES TO THE WILLOW BROOK
 NA2066'FARM ON THE LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.05 MILE TO
 NA2066'CATTLE BARN AND MARK.
 NA2066'
 NA2066'TO REACH THE STATION FROM THE SQUARE IN ROXBURY, GO EASTERLY
 NA2066'ON ROAD ALONGSIDE OF THE DRAFFINS SUN DIAL SHOE STORE FOR 0.4
 NA2066'MILE TO FORKS, BEAR RIGHT AND GO 0.65 MILE TO TOP OF HILL AND END
 NA2066'OF TRUCK TRAVEL.  HERE PROCEED ON FOOT NORTHEASTERLY ON OLD FARM
 NA2066'ROAD FOR ABOUT 300 FEET TO STATION.
 NA2066'
 NA2066'STATION AND REFERENCE MARKS ARE BRONZE DISKS, AS DESCRIBED IN
 NA2066'NOTES 4 AND 12C.
 NA2066'
 NA2066'A 4-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION SCHUMAN.
 NA2066'
 NA2066'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT STATION BINGHAM.
 NA2066'
 NA2066'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 NA2066
 NA2066                          STATION RECOVERY (1968)
 NA2066
 NA2066'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 NA2066'STATION AND R.M. NOS.1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 NA2066'AZIMUTH MARK WAS DESTROYED BY A BARN FIRE AND COVERED WITH
 NA2066'CONCRETE.
 NA2066'
 NA2066'A 5 FOOT STAND WILL SEE A 5 FOOT STAND AT SCHUMAN.  THE
 NA2066'DESCRIPTION IS ADEQUATE EXCEPT THAT A GREEN CAMP NOW STANDS AT
 NA2066'THE TOP OF THE HILL AND STATION CAN BE REACHED BY PROCEEDING 300
 NA2066'FEET NORTHEASTERLY FROM IT.
 NA2066
 NA2066                          STATION RECOVERY (1975)
 NA2066
 NA2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NA2066'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 NA2066'IN GOOD CONDITION, REFERENCE MARK 2 HAD BEEN MOVED TO FIT THE
 NA2066'LANDSCAPE WHEN NEW HOUSE WAS BUILT, AZIMUTH MARK HAS BEEN
 NA2066'DESTROYED WHEN THE BARN BURNED TO THE GROUND AND A DOZER WAS USED
 NA2066'TO CLEAR THE AREA.  REFERENCE MARK 2 WAS RESTAMPED AND
 NA2066'ESTABLISHED AS REFERENCE MARK 3.
 NA2066'
 NA2066'STATION IS LOCATED 1 MILE SOUTH OF ROXBURY, ON THE NORTH SIDE OF A
 NA2066'HILL AND ON THE PROPERTY OF MR. MICHAEL E. BALK.
 NA2066'
 NA2066'TO REACH THE STATION FROM THE CENTER OF ROXBURY, MAIN STREET AND
 NA2066'VEGA ROAD, GO SOUTHEASTERLY ON VEGA ROAD FOR 0.4 MILE TO FORKS,
 NA2066'KEEP RIGHT AND CONTINUE SOUTHWESTERLY ON VEGA ROAD FOR 0.7 MILE
 NA2066'TO DRIVEWAY ON LEFT LEADING TO MR BALKS HOUSE, TURN LEFT AND
 NA2066'FOLLOW DRIVEWAY UP TO THE SOUTH AND WEST FOR 0.1 MILE TO THE
 NA2066'HOUSE AND THE STATION AS DESCRIBED.
 NA2066'
 NA2066'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF A
 NA2066'6X8 FOOT BOULDER PROJECTING ABOUT 5 FEET AND THE DISK IS STAMPED
 NA2066'BERTINO 1942.  IT IS 69 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 NA2066'HOUSE AND 36 FEET SOUTH OF CENTER OF DRIVEWAY.
 NA2066'
 NA2066'REFERENCE MARK 1 A STANDARD DISK SET IN A DRILL HOLE IN A
 NA2066'4X5 FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND AND THE
 NA2066'DISK IS STAMPED BERTINO NO 1 1942.  IT IS 60 FEET EAST OF AN 8
 NA2066'INCH PIPE STICKING OUT OF WATER WELL.
 NA2066'
 NA2066'REFERENCE MARK 3 A STANDARD DISK SET IN TOP OF A 3 X 4 FOOT
 NA2066'BOULDER SITTING IN THE CENTER OF A WOODEN PORCH BESIDE
 NA2066'HOUSE.  THE DISK IS STAMPED BERTINO NO 3 1942 1975.
 NA2066'
 NA2066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2066'1 MILE SOUTH OF ROXBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0814 ***********************************************************************
 OG0814  DESIGNATION -  BESS
 OG0814  PID         -  OG0814
 OG0814  STATE/COUNTY-  NY/NIAGARA
 OG0814  USGS QUAD   -  
 OG0814
 OG0814                         *CURRENT SURVEY CONTROL
 OG0814  ___________________________________________________________________
 OG0814* NAD 83(1996)-  43 07 45.49721(N)    079 03 08.05602(W)     ADJUSTED  
 OG0814* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 OG0814  ___________________________________________________________________
 OG0814  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 OG0814  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OG0814
 OG0814  HORZ ORDER  -  THIRD
 OG0814
 OG0814.The horizontal coordinates were established by classical geodetic methods
 OG0814.and adjusted by the National Geodetic Survey in January 1999..
 OG0814
 OG0814.The orthometric height was scaled from a topographic map.
 OG0814
 OG0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0814
 OG0814.The geoid height was determined by GEOID03.
 OG0814
 OG0814;                    North         East     Units Scale Factor Converg.
 OG0814;SPC NY W     -   347,640.847   311,847.707   MT  0.99995540   -0 19 14.0
 OG0814;SPC NY W     - 1,140,551.68  1,023,120.35   sFT  0.99995540   -0 19 14.0
 OG0814;UTM  17      - 4,777,015.371   658,427.618   MT  0.99990877   +1 19 54.7
 OG0814
 OG0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0814!SPC NY W     -   0.99997709  x   0.99995540  =   0.99993249
 OG0814!UTM  17      -   0.99997709  x   0.99990877  =   0.99988587
 OG0814
 OG0814|---------------------------------------------------------------------|
 OG0814| PID    Reference Object                     Distance      Geod. Az  |
 OG0814|                                                           dddmmss.s |
 OG0814| DE4874 BESS RM 1                            42.647 METERS 08712     |
 OG0814| DE4875 BESS RM 2                             9.988 METERS 14051     |
 OG0814| OG0975 DEVEAUX                             APPROX. 1.0 KM 2270956.7 |
 OG0814| OG0890 REF MON 14 41 ECC IBC               464.170 METERS 2724619.6 |
 OG0814| OG0888 GLEN SUB IWC                        451.265 METERS 2734149.0 |
 OG0814| OG0887 GLEN IWC                            451.258 METERS 2734220.6 |
 OG0814|---------------------------------------------------------------------|
 OG0814
 OG0814                          SUPERSEDED SURVEY CONTROL
 OG0814
 OG0814  NAD 83(1986)-  43 07 45.50262(N)    079 03 08.05342(W) AD(       ) 3
 OG0814  NAD 27      -  43 07 45.30600(N)    079 03 08.88990(W) AD(       ) 3
 OG0814
 OG0814.Superseded values are not recommended for survey control.
 OG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0814.See file dsdata.txt to determine how the superseded data were derived.
 OG0814
 OG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5842877015(NAD 83)
 OG0814_MARKER: DD = SURVEY DISK
 OG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0814
 OG0814  HISTORY     - Date     Condition        Report By
 OG0814  HISTORY     - 1912     MONUMENTED       IWC
 OG0814  HISTORY     - 1956     GOOD             IBC
 OG0814  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0814
 OG0814                          STATION DESCRIPTION
 OG0814
 OG0814'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0814'IN RAPIDS BOULEVARD PARK ON TOP OF THE HIGH CLIFF OVERLOOKING THE
 OG0814'NIAGARA RIVER AND ON THE OPPOSITE SIDE OF NIAGARA BOULEVARD FROM THE
 OG0814'CORNER OF RANKINE ROAD.  THE STATION IS 35 FEET SOUTH OF THE
 OG0814'EXTENSION OF THE CURBING ALONG THE SOUTH EDGE OF RANKINE ROAD.  IT
 OG0814'IS ABOUT 15 FEET EAST OF THE EDGE OF THE CLIFF AND 15 FEET WEST OF A
 OG0814'GRAVEL FOOTPATH THROUGH THE PARK.  OPPOSITE THE ENTRANCE TO RANKINE
 OG0814'ROAD, ON THE WEST SIDE OF NIAGARA RAPIDS BOULEVARD, IS A WOVEN WIRE
 OG0814'GUARD FENCE SUPPORTED BY 10 CONCRETE POSTS.
 OG0814'
 OG0814'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0814'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0814'8 INCHES IN DIAMETER AND 2-1/2 FEET IN DEPTH.  THE SUBSURFACE MARK IS
 OG0814'A BRASS SCREW SET 2-1/2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0814'CONCRETE 8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.  THERE ARE TWO
 OG0814'REFERENCES.  NO 1 IS A FIRE HYDRANT ON THE NORTH SIDE OF THE ENTRANCE
 OG0814'TO RANKINE ROAD.  NO 2 IS A DRILL HOLE IN A ROCK 3 BY 3 FEET.  THE
 OG0814'ROCK PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND AND IS SITUATED
 OG0814'BETWEEN THE FOOTPATH AND THE BOULEVARD.  DISTANCES TO THE REFERENCES
 OG0814'ARE--RM1 - 139.92 FT, RM2 - 3277 FT.
 OG0814
 OG0814                          STATION RECOVERY (1956)
 OG0814
 OG0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0814'STATION RECOVERED IN GOOD CONDITION.
 OG0814
 OG0814                          STATION RECOVERY (1971)
 OG0814
 OG0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0814'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1449 ***********************************************************************
 NC1449  DESIGNATION -  BESSEMER CEMENT PLANT STACK
 NC1449  PID         -  NC1449
 NC1449  STATE/COUNTY-  NY/ERIE
 NC1449  USGS QUAD   -  BUFFALO SE (1965)
 NC1449
 NC1449                         *CURRENT SURVEY CONTROL
 NC1449  ___________________________________________________________________
 NC1449* NAD 83(1996)-  42 47 10.77208(N)    078 51 07.47831(W)     ADJUSTED  
 NC1449* NAVD 88     -                                                        
 NC1449  ___________________________________________________________________
 NC1449  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 NC1449  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NC1449
 NC1449  HORZ ORDER  -  THIRD
 NC1449
 NC1449.The horizontal coordinates were established by classical geodetic methods
 NC1449.and adjusted by the National Geodetic Survey in January 1999..
 NC1449
 NC1449
 NC1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1449
 NC1449.The geoid height was determined by GEOID03.
 NC1449
 NC1449;                    North         East     Units Scale Factor Converg.
 NC1449;SPC NY W     -   309,469.309   328,011.943   MT  0.99994345   -0 10 57.2
 NC1449;SPC NY W     - 1,015,317.22  1,076,152.52   sFT  0.99994345   -0 10 57.2
 NC1449;UTM  17      - 4,739,324.443   675,682.318   MT  0.99997972   +1 27 33.8
 NC1449
 NC1449                          SUPERSEDED SURVEY CONTROL
 NC1449
 NC1449  NAD 83(1986)-  42 47 10.80940(N)    078 51 07.44144(W) AD(       ) 4
 NC1449  NAD 27      -  42 47 10.56600(N)    078 51 08.36800(W) AD(       ) 3
 NC1449
 NC1449.Superseded values are not recommended for survey control.
 NC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1449.See file dsdata.txt to determine how the superseded data were derived.
 NC1449
 NC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7568239324(NAD 83)
 NC1449_MARKER: 63 = STACK
 NC1449
 NC1449  HISTORY     - Date     Condition        Report By
 NC1449  HISTORY     - 1929     FIRST OBSERVED   CGS
 NC1449
 NC1449                          STATION DESCRIPTION
 NC1449
 NC1449'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2634 ***********************************************************************
 KU2634  DESIGNATION -  BETH
 KU2634  PID         -  KU2634
 KU2634  STATE/COUNTY-  NY/NASSAU
 KU2634  USGS QUAD   -  HUNTINGTON (1979)
 KU2634
 KU2634                         *CURRENT SURVEY CONTROL
 KU2634  ___________________________________________________________________
 KU2634* NAD 83(1996)-  40 45 52.22663(N)    073 26 59.24992(W)     ADJUSTED  
 KU2634* NAVD 88     -        65.8    (meters)     216.     (feet)  VERTCON   
 KU2634  ___________________________________________________________________
 KU2634  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KU2634  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU2634
 KU2634  HORZ ORDER  -  FIRST
 KU2634
 KU2634.The horizontal coordinates were established by classical geodetic methods
 KU2634.and adjusted by the National Geodetic Survey in January 1999..
 KU2634
 KU2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2634
 KU2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2634
 KU2634.The geoid height was determined by GEOID03.
 KU2634
 KU2634;                    North         East     Units Scale Factor Converg.
 KU2634;SPC NY L     -    66,533.727   346,455.760   MT  0.99999601   +0 21 35.6
 KU2634;SPC NY L     -   218,286.07  1,136,663.61   sFT  0.99999601   +0 21 35.6
 KU2634;UTM  18      - 4,513,771.576   630,840.205   MT  0.99981071   +1 00 44.5
 KU2634
 KU2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2634!SPC NY L     -   0.99999454  x   0.99999601  =   0.99999055
 KU2634!UTM  18      -   0.99999454  x   0.99981071  =   0.99980525
 KU2634
 KU2634|---------------------------------------------------------------------|
 KU2634| PID    Reference Object                     Distance      Geod. Az  |
 KU2634|                                                           dddmmss.s |
 KU2634| CB6640 BETH RM 1                            22.780 METERS 00745     |
 KU2634| KU2647 MELVILLE SHORT WAVE MAST            APPROX. 3.3 KM 0253640.4 |
 KU2634| KU2646 PLAINVIEW ATT RELAY TOWER           APPROX. 1.4 KM 0290229.4 |
 KU2634| KU2645 EAST FARMINGDALE WATER DIST TK      APPROX. 2.8 KM 1163318.0 |
 KU2634| KU2651 FARMINGDALE AGRI INST TANK          APPROX. 1.7 KM 1255240.0 |
 KU2634| KU2498 FARMINGDALE INDIV LAUNDRY TANK      APPROX. 3.3 KM 1323200.2 |
 KU2634| KU2526 EAST FARMINGDALE HOLDING TANK       APPROX. 3.8 KM 1323415.4 |
 KU2634| KU2507 EAST FARMINGDALE PAR CARTON TK      APPROX. 3.5 KM 1445142.1 |
 KU2634| KU2513 FARMINGDALE WATER TANK              APPROX. 3.3 KM 1611208.6 |
 KU2634| KU2492 BETHPAGE STATE PARK WATER TANK      APPROX. 1.9 KM 1713611.6 |
 KU2634| CA9136 BETH RM 2                            25.310 METERS 23526     |
 KU2634| KU2621 BETHPAGE WATER DISTRICT TANK        APPROX. 2.6 KM 2574724.4 |
 KU2634| CB6639 BETH AZ MK                                         2630407.8 |
 KU2634| KU2632 PLAINVIEW WATER DIST NO 2 TK        APPROX. 2.6 KM 3251653.2 |
 KU2634| KU2626 SYOSSET JERICHO WATER DIST TK       APPROX. 7.3 KM 3312447.5 |
 KU2634|---------------------------------------------------------------------|
 KU2634
 KU2634                          SUPERSEDED SURVEY CONTROL
 KU2634
 KU2634  NAD 83(1996)-  40 45 52.22812(N)    073 26 59.24876(W) AD(       ) 1
 KU2634  NAD 83(1992)-  40 45 52.22735(N)    073 26 59.24799(W) AD(       ) 1
 KU2634  NAD 83(1986)-  40 45 52.23004(N)    073 26 59.24983(W) AD(       ) 1
 KU2634  NAD 27      -  40 45 51.87398(N)    073 27 00.80736(W) AD(       ) 1
 KU2634  NGVD 29 (07/19/86)   66.2    (m)          217.     (f) VERT ANG       
 KU2634
 KU2634.Superseded values are not recommended for survey control.
 KU2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2634.See file dsdata.txt to determine how the superseded data were derived.
 KU2634
 KU2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3084013772(NAD 83)
 KU2634_MARKER: DS = TRIANGULATION STATION DISK
 KU2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2634
 KU2634  HISTORY     - Date     Condition        Report By
 KU2634  HISTORY     - 1951     MONUMENTED       CGS
 KU2634  HISTORY     - 1963     GOOD             CGS
 KU2634  HISTORY     - 1966     GOOD             CGS
 KU2634  HISTORY     - 1967     GOOD             CGS
 KU2634
 KU2634                          STATION DESCRIPTION
 KU2634
 KU2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2634'THE STATION IS LOCATED ON A WOODED RIDGE ABOUT 1.3 MILE NORTH OF
 KU2634'FARMINGDALE AND 1/2 MILE NORTH OF OLD BETHPAGE, NEAR THE NORTHEAST
 KU2634'PORTION OF BETHPAGE STATE PARK, AND ON THE PROPERTY OF THE NASSAU
 KU2634'BRICK CO.  IT IS IN A DENSELY WOODED AREA BETWEEN ROUND SWAMP
 KU2634'ROAD ON THE WEST AND A CULTIVATED VALLEY ON THE EAST.  THE MARK
 KU2634'PROJECTS 2 INCHES AND IS STAMPED BETH 1951.
 KU2634'
 KU2634'REFERENCE MARKS NO. 1 AND NO. 2 PROJECT 4 INCHES AND ARE STAMPED
 KU2634'BETH NO. 1 1951 AND BETH NO. 2 1951 RESPECTIVELY.
 KU2634'
 KU2634'THE AZIMUTH MARK, NOTE 16A, IS 0.1 MILE NORTHWEST OF THE
 KU2634'INTERSECTION OF ROUND SWAMP ROAD AND OLD BETHPAGE ROAD, 18 FEET
 KU2634'NORTHEAST OF CENTERLINE OF OLD BETHPAGE ROAD, 13 FEET NORTHWEST OF
 KU2634'POWER POLE NO. 4 AND 4 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 KU2634'ACROSS THE ROAD FROM THE HOME OF L. BOYD.  THE MARK IS STAMPED
 KU2634'BETH 1951.  THIS AZIMUTH MARK MUST BE CLEARED FOR GROUND VISIBILITY.
 KU2634'
 KU2634'TO REACH THE STATION FROM ROUND SWAMP ROAD ON THE WEST EDGE OF OLD
 KU2634'BETHPAGE, GO NORTHEAST ON ROUND SWAMP ROAD TO A Y-INTERSECTION
 KU2634'WITH OLD BETHPAGE ROAD.  HERE GO RIGHT ON A TRACK ROAD FOR 0.2
 KU2634'MILE, THEN BEAR LEFT FOR 0.1 MILE TO A FORK BY AN OPEN AREA.
 KU2634'CONTINUE AHEAD ON A DIM ROAD TO SUMMIT OF RIDGE AND THE STATION
 KU2634'SITE.  THE AZIMUTH MARK IS 0.1 MILE NORTHWEST OF THE Y-INTERSECTION.
 KU2634
 KU2634                          STATION RECOVERY (1963)
 KU2634
 KU2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KU2634'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KU2634'PUBLISHED DESCRIPTION IS INADEQUATE.  NEW DESCRIPTION FOLLOWS.
 KU2634'
 KU2634'THE STATION IS LOCATED ON A WOODED RIDGE ABOUT 2 MILES NORTH OF
 KU2634'FARMINGDALE AND .5 MILE NORTH OF OLD BETHPAGE, NEAR THE NORTHEAST
 KU2634'PORTION OF BETHPAGE STATE PARK.  THE AREA IS DENSELY WOODED AND
 KU2634'BOUNDED ON THE WEST BY ROUND SWAMP ROAD AND ON THE EAST BY WINDING
 KU2634'ROAD.  THE STATION IS ON TOP OF THE RIDGE AT THE INTERSECTION OF
 KU2634'TWO PATHS.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 KU2634'IS STAMPED BETH 1951.
 KU2634'
 KU2634'TO REACH THE STATION FROM FARMINGDALE GO NORTH ON ROUND SWAMP ROAD
 KU2634'FOR 2.6 MILES TO THE Y INTERSECTION FORMED BY ROUND SWAMP ROAD AND
 KU2634'OLD BETHPAGE ROAD.  FROM THE INTERSECTION CONTINUE NORTH ON ROUND
 KU2634'SWAMP ROAD FOR .2 MILE TO THE INTERSECTION WITH WINDING ROAD, TURN
 KU2634'RIGHT ON WINDING ROAD AND GO .2 MILE TO A FIRE HYDRANT ON THE LEFT
 KU2634'SIDE OF THE ROAD.  THE STATION IS APPROXIMATELY 335 FEET WEST OF
 KU2634'THE FIRE HYDRANT AND SLIGHTLY TO THE LEFT OF PERPENDICULAR OF THE
 KU2634'ROAD AT THE FIRE HYDRANT.
 KU2634
 KU2634                          STATION RECOVERY (1966)
 KU2634
 KU2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2634'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU2634'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 KU2634'THE ROAD HAS BEEN WIDENED AT THIS POINT AND IT IS OBVIOUS THAT THE
 KU2634'MARK HAS BEEN DESTROYED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KU2634'
 KU2634'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF
 KU2634'HICKSVILLE, 1.3 MILES NORTH OF FARMINGDALE, 1/2 MILE NORTH OF OLD
 KU2634'BETHPAGE AND ON PROPERTY OWNED BY THE COUNTY.
 KU2634'
 KU2634'TO REACH THE STATION FROM THE JUNCTION OF SOUTH OYSTER BAY ROAD
 KU2634'AND OLD COUNTRY ROAD IN HICKSVILLE, GO EAST-NORTHEAST ON OLD
 KU2634'COUNTRY ROAD FOR 1.9 MILES TO A JUNCTION WITH PLAINVIEW ROAD.
 KU2634'TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A FORK, BEAR LEFT ON OLD
 KU2634'BETHPAGE ROAD FOR 0.9 MILE TO THE OLD BETHPAGE POST OFFICE ON THE
 KU2634'LEFT.  CONTINUE AHEAD FOR 0.2 MILE TO A TRAFFIC LIGHT AND THE
 KU2634'JUNCTION WITH ROUND SWAMP ROAD AND SWEET HOLLOW ROAD, GO EASTERLY
 KU2634'ON SWEET HOLLOW ROAD FOR 0.1 MILE TO A DIRT ROAD ON THE LEFT.
 KU2634'TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.2 MILE TO THE HIGHEST
 KU2634'POINT OF HILL AND THE STATION.
 KU2634'
 KU2634'THE STATION MARK IS A STANDARD DISK STAMPED BETH 1951 SET IN THE
 KU2634'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH ABOVE
 KU2634'THE GROUND.  IT IS 11.2 FEET NORTHEAST OF THE SOUTHWEST ANGLE IRON
 KU2634'ANCHOR STUB, 10.6 FEET NORTH-NORTHWEST OF THE SOUTHEAST ANCHOR
 KU2634'STUB, 8.3 FEET SOUTHEAST OF THE NORTHWEST ANCHOR STUB, 6.9 FEET
 KU2634'WEST-SOUTHWEST OF THE NORTHEAST ANCHOR STUB, AND 4.8 FEET
 KU2634'SOUTHWEST OF A METAL WITNESS POST.
 KU2634'
 KU2634'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BETH NO 1 1951
 KU2634'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 KU2634'INCH ABOVE THE GROUND.  IT IS 83.8 FEET NORTH-NORTHEAST OF THE
 KU2634'SOUTHEAST ANGLE IRON ANCHOR STUB, 71.7 FEET NORTH-NORTHEAST OF THE
 KU2634'METAL WITNESS POST AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 KU2634'NOTE 11A
 KU2634'
 KU2634'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BETH NO 2 1951
 KU2634'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 KU2634'INCHES ABOVE THE GROUND.  IT IS 72.2 FEET WEST-SOUTHWEST OF THE
 KU2634'SOUTHWEST ANGLE IRON ANCHOR STUB, 31 FEET EAST OF THE CENTER OF A
 KU2634'TRACK ROAD AND ABOUT 5 FEET LOWER THAN THE STATION MARK.  NOTE 11A
 KU2634'
 KU2634'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 KU2634'
 KU2634'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 KU2634
 KU2634                          STATION RECOVERY (1967)
 KU2634
 KU2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2634'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AS
 KU2634'DESCRIBED BY J. L. COOK IN 1966 WITH THE EXCEPTION OF THE
 KU2634'DISTANCES TO REFERENCE MARKS 1 AND 2.  THE DISTANCE TO REFERENCE
 KU2634'MARK 1 WAS FOUND TO BE 0.065 METER SHORTER AND THE DISTANCE TO
 KU2634'REFERENCE MARK 2 WAS FOUND TO BE 0.042 METER SHORTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0011 ***********************************************************************
 OF0011  DESIGNATION -  BETHEL
 OF0011  PID         -  OF0011
 OF0011  STATE/COUNTY-  NY/OSWEGO
 OF0011  USGS QUAD   -  PULASKI (1980)
 OF0011
 OF0011                         *CURRENT SURVEY CONTROL
 OF0011  ___________________________________________________________________
 OF0011* NAD 83(1986)-  43 34 20.     (N)    076 11 12.     (W)     SCALED    
 OF0011* NAVD 88     -        88.471  (meters)     290.26   (feet)  ADJUSTED  
 OF0011  ___________________________________________________________________
 OF0011  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OF0011  DYNAMIC HT  -          88.453 (meters)     290.20  (feet)  COMP
 OF0011  MODELED GRAV-     980,419.7   (mgal)                       NAVD 88
 OF0011
 OF0011  VERT ORDER  -  FIRST     CLASS II
 OF0011
 OF0011.The horizontal coordinates were scaled from a topographic map and have
 OF0011.an estimated accuracy of +/- 6 seconds.
 OF0011
 OF0011.The orthometric height was determined by differential leveling
 OF0011.and adjusted by the National Geodetic Survey in June 1991..
 OF0011
 OF0011.The geoid height was determined by GEOID03.
 OF0011
 OF0011.The dynamic height is computed by dividing the NAVD 88
 OF0011.geopotential number by the normal gravity value computed on the
 OF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0011.degrees latitude (g = 980.6199 gals.).
 OF0011
 OF0011.The modeled gravity was interpolated from observed gravity values.
 OF0011
 OF0011;                    North         East    Units  Estimated Accuracy
 OF0011;SPC NY C     -   396,820.      282,040.      MT  (+/- 180 meters Scaled)
 OF0011
 OF0011                          SUPERSEDED SURVEY CONTROL
 OF0011
 OF0011  NGVD 29 (??/??/92)   88.62   (m)          290.7    (f) COMPUTED    1 2
 OF0011
 OF0011.Superseded values are not recommended for survey control.
 OF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0011.See file dsdata.txt to determine how the superseded data were derived.
 OF0011
 OF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP041250(NAD 83)
 OF0011_MARKER: Z = SEE DESCRIPTION
 OF0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OF0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OF0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0011
 OF0011  HISTORY     - Date     Condition        Report By
 OF0011  HISTORY     - UNK      MONUMENTED       USLS
 OF0011  HISTORY     - 1968     GOOD             USLS
 OF0011  HISTORY     - 20001128 MARK NOT FOUND   NYDT
 OF0011
 OF0011                          STATION DESCRIPTION
 OF0011
 OF0011'DESCRIBED BY US LAKE SURVEY 1968
 OF0011'0.4 MI N FROM PORT ONTARIO.
 OF0011'BETHEL IS IN OSWEGO COUNTY, NEW YORK, 0.4 MILE NORTH OF TOWN OF
 OF0011'PORT ONTARIO, AT NORTHEAST CORNER OF INTERSECTION OF HIGHWAY NO. 3
 OF0011'AND LAKE ROAD (COUNTY ROAD NO. 5), 86.8 FEET NORTH NORTHWEST OF
 OF0011'UTILITY POLE NO. 87, 86.5 FEET NORTHWEST OF A 36-INCH OAK, 68.6
 OF0011'FEET NORTH OF CENTERLINE OF LAKE ROAD, 53 FEET EAST OF CENTERLINE
 OF0011'OF HIGHWAY NO. 3, 52.8 FEET SOUTHWEST OF NORTHWEST CORNER, 14.6
 OF0011'FEET WEST OF SOUTHWEST CORNER AND IN LINE WITH SOUTH FACE OF THE
 OF0011'BETHEL COMMUNITY CENTER BUILDING, 1 1/2 FEET BELOW THE SURFACE,
 OF0011'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 OF0011'3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 13 FEET LONG. THE PIPE IS
 OF0011'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 OF0011'BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER 1 FOOT BELOW THE
 OF0011'GROUND SURFACE.
 OF0011
 OF0011                          STATION RECOVERY (2000)
 OF0011
 OF0011'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (AMA)
 OF0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2492 ***********************************************************************
 KU2492  DESIGNATION -  BETHPAGE STATE PARK WATER TANK
 KU2492  PID         -  KU2492
 KU2492  STATE/COUNTY-  NY/NASSAU
 KU2492  USGS QUAD   -  AMITYVILLE (1979)
 KU2492
 KU2492                         *CURRENT SURVEY CONTROL
 KU2492  ___________________________________________________________________
 KU2492* NAD 83(1996)-  40 44 51.15733(N)    073 26 47.39700(W)     ADJUSTED  
 KU2492* NAVD 88     -                                                        
 KU2492  ___________________________________________________________________
 KU2492  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KU2492  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KU2492
 KU2492  HORZ ORDER  -  THIRD
 KU2492
 KU2492.The horizontal coordinates were established by classical geodetic methods
 KU2492.and adjusted by the National Geodetic Survey in January 1999..
 KU2492
 KU2492
 KU2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2492
 KU2492.The geoid height was determined by GEOID03.
 KU2492
 KU2492;                    North         East     Units Scale Factor Converg.
 KU2492;SPC NY L     -    64,651.719   346,745.654   MT  0.99999649   +0 21 43.3
 KU2492;SPC NY L     -   212,111.51  1,137,614.70   sFT  0.99999649   +0 21 43.3
 KU2492;UTM  18      - 4,511,893.337   631,151.448   MT  0.99981172   +1 00 51.0
 KU2492
 KU2492                          SUPERSEDED SURVEY CONTROL
 KU2492
 KU2492  NAD 83(1996)-  40 44 51.15800(N)    073 26 47.39597(W) AD(       ) 4
 KU2492  NAD 83(1992)-  40 44 51.15667(N)    073 26 47.39532(W) AD(       ) 4
 KU2492  NAD 83(1986)-  40 44 51.16100(N)    073 26 47.39687(W) AD(       ) 4
 KU2492  NAD 27      -  40 44 50.80338(N)    073 26 48.95304(W) AD(       ) 3
 KU2492
 KU2492.Superseded values are not recommended for survey control.
 KU2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2492.See file dsdata.txt to determine how the superseded data were derived.
 KU2492
 KU2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3115111893(NAD 83)
 KU2492_MARKER: 53 = ELEVATED TANK
 KU2492
 KU2492  HISTORY     - Date     Condition        Report By
 KU2492  HISTORY     - 1965     FIRST OBSERVED   CGS
 KU2492
 KU2492                          STATION DESCRIPTION
 KU2492
 KU2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2492'THE STATION IS LOCATED IN THE BETHPAGE STATE PARK WHICH IS NORTH
 KU2492'OF FARMINGDALE.  IT IS THE ORDINARY TYPE STEEL TANK GREEN IN COLOR
 KU2492'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND THE OVER-ALL HEIGHT IS
 KU2492'145 FEET.  THE POINT INTERSECTED WAS THE BALL AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2621 ***********************************************************************
 KU2621  DESIGNATION -  BETHPAGE WATER DISTRICT TANK
 KU2621  PID         -  KU2621
 KU2621  STATE/COUNTY-  NY/NASSAU
 KU2621  USGS QUAD   -  HUNTINGTON (1979)
 KU2621
 KU2621                         *CURRENT SURVEY CONTROL
 KU2621  ___________________________________________________________________
 KU2621* NAD 83(1996)-  40 45 34.31558(N)    073 28 48.01967(W)     ADJUSTED  
 KU2621* NAVD 88     -                                                        
 KU2621  ___________________________________________________________________
 KU2621  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KU2621  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU2621
 KU2621  HORZ ORDER  -  THIRD
 KU2621
 KU2621.The horizontal coordinates were established by classical geodetic methods
 KU2621.and adjusted by the National Geodetic Survey in January 1999..
 KU2621
 KU2621
 KU2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2621
 KU2621.The geoid height was determined by GEOID03.
 KU2621
 KU2621;                    North         East     Units Scale Factor Converg.
 KU2621;SPC NY L     -    65,965.653   343,908.026   MT  0.99999614   +0 20 24.4
 KU2621;SPC NY L     -   216,422.31  1,128,304.92   sFT  0.99999614   +0 20 24.4
 KU2621;UTM  18      - 4,513,174.640   628,299.587   MT  0.99980261   +0 59 33.1
 KU2621
 KU2621                          SUPERSEDED SURVEY CONTROL
 KU2621
 KU2621  NAD 83(1996)-  40 45 34.31678(N)    073 28 48.01708(W) AD(       ) 4
 KU2621  NAD 83(1992)-  40 45 34.31581(N)    073 28 48.01564(W) AD(       ) 4
 KU2621  NAD 83(1986)-  40 45 34.31910(N)    073 28 48.01976(W) AD(       ) 4
 KU2621  NAD 27      -  40 45 33.96132(N)    073 28 49.57373(W) AD(       ) 3
 KU2621
 KU2621.Superseded values are not recommended for survey control.
 KU2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2621.See file dsdata.txt to determine how the superseded data were derived.
 KU2621
 KU2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2830013175(NAD 83)
 KU2621_MARKER: 53 = ELEVATED TANK
 KU2621
 KU2621  HISTORY     - Date     Condition        Report By
 KU2621  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU2621  HISTORY     - 20050612 GOOD             GEOCAC
 KU2621
 KU2621                          STATION DESCRIPTION
 KU2621
 KU2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2621'THE STATION IS LOCATED NEAR THE INTERSECTION OF FLORAL AVENUE AND
 KU2621'ADAMS AVENUE IN BETHPAGE.
 KU2621'
 KU2621'THE TANK IS LIGHT GREEN IN COLOR WITH A DARK GREEN RING AROUND IT
 KU2621'AND LETTERING IN WHITE WHICH READS BETHPAGE.  THE TANK IS
 KU2621'SUPPORTED BY A 10-LEGGED STEEL STRUCTURE AND THE OVERALL HEIGHT IS
 KU2621'ABOUT 140 FEET.  THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE
 KU2621'TANK.
 KU2621
 KU2621                          STATION RECOVERY (2005)
 KU2621
 KU2621'RECOVERY NOTE BY GEOCACHING 2005 (CAG)
 KU2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0036 ***********************************************************************
 OG0036  DESIGNATION -  BETTY
 OG0036  PID         -  OG0036
 OG0036  STATE/COUNTY-  NY/ORLEANS
 OG0036  USGS QUAD   -  KENT (1978)
 OG0036
 OG0036                         *CURRENT SURVEY CONTROL
 OG0036  ___________________________________________________________________
 OG0036* NAD 83(1986)-  43 21 12.     (N)    078 11 39.     (W)     SCALED    
 OG0036* NAVD 88     -        77.280  (meters)     253.54   (feet)  ADJUSTED  
 OG0036  ___________________________________________________________________
 OG0036  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OG0036  DYNAMIC HT  -          77.264 (meters)     253.49  (feet)  COMP
 OG0036  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 OG0036
 OG0036  VERT ORDER  -  FIRST     CLASS II
 OG0036
 OG0036.The horizontal coordinates were scaled from a topographic map and have
 OG0036.an estimated accuracy of +/- 6 seconds.
 OG0036
 OG0036.The orthometric height was determined by differential leveling
 OG0036.and adjusted by the National Geodetic Survey in June 1991..
 OG0036
 OG0036.The geoid height was determined by GEOID03.
 OG0036
 OG0036.The dynamic height is computed by dividing the NAVD 88
 OG0036.geopotential number by the normal gravity value computed on the
 OG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0036.degrees latitude (g = 980.6199 gals.).
 OG0036
 OG0036.The modeled gravity was interpolated from observed gravity values.
 OG0036
 OG0036;                    North         East    Units  Estimated Accuracy
 OG0036;SPC NY W     -   372,500.      381,550.      MT  (+/- 180 meters Scaled)
 OG0036
 OG0036                          SUPERSEDED SURVEY CONTROL
 OG0036
 OG0036  NGVD 29 (??/??/92)   77.459  (m)          254.13   (f) ADJ UNCH    1 2
 OG0036
 OG0036.Superseded values are not recommended for survey control.
 OG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0036.See file dsdata.txt to determine how the superseded data were derived.
 OG0036
 OG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ273038(NAD 83)
 OG0036_MARKER: Z = SEE DESCRIPTION
 OG0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0036_SP_SET: FRAME WORK
 OG0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0036
 OG0036  HISTORY     - Date     Condition        Report By
 OG0036  HISTORY     - UNK      MONUMENTED       USLS
 OG0036  HISTORY     - 1967     GOOD             USLS
 OG0036
 OG0036                          STATION DESCRIPTION
 OG0036
 OG0036'DESCRIBED BY US LAKE SURVEY 1967
 OG0036'IN CARLTON.
 OG0036'IS AT CARLTON, (KNOWN LOCALLY AS BRIDGES), ORLEANS COUNTY, NEW
 OG0036'YORK, AT SOUTHWEST CORNER OF MOST NORTHERLY OF THREE BRIDGES OVER THE
 OG0036'OAK ORCHARD CREEK, ON THE STEEL FRAMEWORK, 15 FEET SOUTHERLY OF
 OG0036'CENTERLINE OF OAK ORCHARD RIVER ROAD, 1.0 FEET SOUTH OF STEEL I-BEAM,
 OG0036'1.0 FOOT EAST OF EAST FACE OF WINGWALL, 1-FOOT BELOW THE SIDEWALK AND
 OG0036'FLUSH WITH THE WINGWALL, BEING THE HIGHEST POINT IN A 1 INCH SQUARE
 OG0036'FORMED BY TWO CHISELED LINES AND THE EDGES OF THE FRAMEWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4569 ***********************************************************************
 LX4569  DESIGNATION -  BETTY
 LX4569  PID         -  LX4569
 LX4569  STATE/COUNTY-  NY/ULSTER
 LX4569  USGS QUAD   -  HYDE PARK (1997)
 LX4569
 LX4569                         *CURRENT SURVEY CONTROL
 LX4569  ___________________________________________________________________
 LX4569* NAD 83(1996)-  41 48 29.59598(N)    073 57 12.73811(W)     ADJUSTED  
 LX4569* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4569  ___________________________________________________________________
 LX4569  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LX4569  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LX4569
 LX4569  HORZ ORDER  -  THIRD
 LX4569
 LX4569.The horizontal coordinates were established by classical geodetic methods
 LX4569.and adjusted by the National Geodetic Survey in January 1999..
 LX4569
 LX4569.The orthometric height was scaled from a topographic map.
 LX4569
 LX4569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4569
 LX4569.The geoid height was determined by GEOID03.
 LX4569
 LX4569;                    North         East     Units Scale Factor Converg.
 LX4569;SPC NY E     -   330,445.373   195,405.988   MT  0.99992536   +0 21 51.5
 LX4569;SPC NY E     - 1,084,136.19    641,094.48   sFT  0.99992536   +0 21 51.5
 LX4569;UTM  18      - 4,629,012.810   586,925.747   MT  0.99969298   +0 41 51.6
 LX4569
 LX4569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4569!SPC NY E     -   1.00000486  x   0.99992536  =   0.99993022
 LX4569!UTM  18      -   1.00000486  x   0.99969298  =   0.99969784
 LX4569
 LX4569:                Primary Azimuth Mark                     Grid Az
 LX4569:SPC NY E     -  DOMINICAN BOYS CAMP FLAGPOLE             041 44 16.5
 LX4569:UTM  18      -  DOMINICAN BOYS CAMP FLAGPOLE             041 24 16.4
 LX4569
 LX4569|---------------------------------------------------------------------|
 LX4569| PID    Reference Object                     Distance      Geod. Az  |
 LX4569|                                                           dddmmss.s |
 LX4569| LX4577 DOMINICAN BOYS CAMP FLAGPOLE        APPROX. 1.9 KM 0420608.0 |
 LX4569| LX1436 BARDS ROCK 2 RESET                  APPROX. 0.8 KM 1193812.4 |
 LX4569| CB2762 BETTY RM 2                           11.410 METERS 19502     |
 LX4569| CB2761 BETTY RM 1                           40.260 METERS 19504     |
 LX4569|---------------------------------------------------------------------|
 LX4569
 LX4569                          SUPERSEDED SURVEY CONTROL
 LX4569
 LX4569  NAD 83(1986)-  41 48 29.59780(N)    073 57 12.73818(W) AD(       ) 3
 LX4569  NAD 27      -  41 48 29.26500(N)    073 57 14.24700(W) AD(       ) 3
 LX4569
 LX4569.Superseded values are not recommended for survey control.
 LX4569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4569.See file dsdata.txt to determine how the superseded data were derived.
 LX4569
 LX4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8692629013(NAD 83)
 LX4569_MARKER: Z = SEE DESCRIPTION
 LX4569_SETTING: 0 = UNSPECIFIED SETTING
 LX4569
 LX4569  HISTORY     - Date     Condition        Report By
 LX4569  HISTORY     - 1933     MONUMENTED       CGS
 LX4569  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4569
 LX4569                          STATION DESCRIPTION
 LX4569
 LX4569'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4569'THIS STATION IS LOCATED ON THE W SIDE OF THE HUDSON RIVER ABOUT
 LX4569'1 MILE S OF ESOPUS ISLAND LIGHTHOUSE NEAR THE S END OF A CUT
 LX4569'STONE BOATHOUSE AND ON THE CORNER STONE OF THE BULKHEAD OF THE
 LX4569'FILLED-IN DOCK.  THE SKETCH SHOWS THE DISTANCES TO OBJECTS
 LX4569'NEARBY.  STATION MARKED BY A STANDARD DISK STAMPED BETTY 1933
 LX4569'CEMENTED IN A DRILL HOLE IN THE CAPING STONE OF THE
 LX4569'BULKHEAD.  REFERENCE MARKS 1 AND 2 ARE ALMOST IN RANGE AND ARE
 LX4569'STANDARD DISKS CEMENTED IN DRILL HOLES CAPING STONES OF THE
 LX4569'BULKHEAD.  THEY ARE STAMPED BETTY 1933, 1 AND 2.
 LX4569'
 LX4569'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4569
 LX4569                          STATION RECOVERY (1975)
 LX4569
 LX4569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4569'ALL MARKS WERE FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS
 LX4569'ARE SOUTH-SOUTHWEST FROM STATION, ALMOST ON LINE WITH EACH
 LX4569'OTHER.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT
 LX4569'CHECKED.  VIEW FROM STATION IS GOOD FROM NORTH CLOCKWISE AROUND
 LX4569'TO SOUTHWEST.
 LX4569'
 LX4569'TO REACH STATION FROM THE CROSSROAD INTERSECTION AT ESOPUS, GO
 LX4569'SOUTH ON U.S. HIGHWAY 9W FOR 1.0 MILE TO THE MARIST BROTHERS
 LX4569'SEMINARY ON LEFT.  FOLLOW THE SCHOOL ROAD EAST TO BASKETBALL
 LX4569'COURTS.  FROM HERE WALK SOUTHEAST DOWN TRAIL ABOUT 1/3-MILE TO
 LX4569'RIVER AND STATION.
 LX4569'
 LX4569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4569'1-1/2 MILES SSE OF ESOPUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1086 ***********************************************************************
 OG1086  DESIGNATION -  BEVERLY
 OG1086  PID         -  OG1086
 OG1086  STATE/COUNTY-  NY/ORLEANS
 OG1086  USGS QUAD   -  KENT (1978)
 OG1086
 OG1086                         *CURRENT SURVEY CONTROL
 OG1086  ___________________________________________________________________
 OG1086* NAD 83(1996)-  43 21 45.15598(N)    078 11 34.80775(W)     ADJUSTED  
 OG1086* NAVD 88     -        81.9    (meters)     269.     (feet)  VERTCON   
 OG1086  ___________________________________________________________________
 OG1086  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 OG1086  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OG1086
 OG1086  HORZ ORDER  -  THIRD
 OG1086
 OG1086.The horizontal coordinates were established by classical geodetic methods
 OG1086.and adjusted by the National Geodetic Survey in January 1999..
 OG1086
 OG1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1086
 OG1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1086
 OG1086.The geoid height was determined by GEOID03.
 OG1086
 OG1086;                    North         East     Units Scale Factor Converg.
 OG1086;SPC NY W     -   373,518.719   381,638.251   MT  0.99994981   +0 16 04.8
 OG1086;SPC NY W     - 1,225,452.66  1,252,091.50   sFT  0.99994981   +0 16 04.8
 OG1086;UTM  17      - 4,804,902.959   727,449.344   MT  1.00023641   +1 55 41.3
 OG1086
 OG1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1086!SPC NY W     -   0.99999279  x   0.99994981  =   0.99994260
 OG1086!UTM  17      -   0.99999279  x   1.00023641  =   1.00022920
 OG1086
 OG1086                          SUPERSEDED SURVEY CONTROL
 OG1086
 OG1086  NAD 83(1986)-  43 21 45.16261(N)    078 11 34.80573(W) AD(       ) 3
 OG1086  NGVD 29 (05/23/89)   82.0    (m)          269.     (f) VERT ANG       
 OG1086
 OG1086.Superseded values are not recommended for survey control.
 OG1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1086.See file dsdata.txt to determine how the superseded data were derived.
 OG1086
 OG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2744904903(NAD 83)
 OG1086_MARKER: DD = SURVEY DISK
 OG1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG1086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1086+STABILITY: SURFACE MOTION
 OG1086
 OG1086  HISTORY     - Date     Condition        Report By
 OG1086  HISTORY     - 1983     MONUMENTED       NOS
 OG1086  HISTORY     - 19941015 GOOD             USPSQD
 OG1086
 OG1086                          STATION DESCRIPTION
 OG1086
 OG1086'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG1086'THE STATION IS LOCATED IN CARLTON TOWNSHIP, ON THE TOP OF THE
 OG1086'BLUFF OF THE WEST BANK OF OAK ORCHARD CREEK, AND DIRECTLY
 OG1086'UNDER THE CENTER OF THE EASTBOUND SPAN OF THE LAKE ONTARIO
 OG1086'PARKWAY BRIDGE OVER THE CREEK.
 OG1086'
 OG1086'TO REACH THE STATION FROM THE MOUTH OF OAK ORCHARD CREEK, GO
 OG1086'BY BOAT SOUTH TO THE SECOND BRIDGE OVER THE CREEK (THE EAST BOUND
 OG1086'SPAN OF LAKE ONTARIO PARKWAY) AND THE STATION DIRECTLY UNDER
 OG1086'THE ROADWAY ON TOP OF THE WEST BLUFF OF THE RIVER.
 OG1086'
 OG1086'THE STATION IS A STANDARD NOS DISK
 OG1086'STAMPED---BEVERLY 1983---,
 OG1086'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 CM IN DIAMETER
 OG1086'FLUSH WITH GROUND.
 OG1086'IT IS LOCATED
 OG1086'11.3 METERS (37 FT) EAST FROM THE FACE OF THE BRIDGE ABUTMENT.
 OG1086'
 OG1086'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.59 METERS.
 OG1086'DESCRIBED BY J. DANIEL.
 OG1086
 OG1086                          STATION RECOVERY (1994)
 OG1086
 OG1086'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2610 ***********************************************************************
 MZ2610  DESIGNATION -  BEVIS 113 RM 1
 MZ2610  PID         -  MZ2610
 MZ2610  STATE/COUNTY-  NY/SCHENECTADY
 MZ2610  USGS QUAD   -  SCHENECTADY (1980)
 MZ2610
 MZ2610                         *CURRENT SURVEY CONTROL
 MZ2610  ___________________________________________________________________
 MZ2610* NAD 83(1996)-  42 48 30.67589(N)    073 53 27.74810(W)     ADJUSTED  
 MZ2610* NAVD 88     -       153.6    (meters)     504.     (feet)  VERTCON   
 MZ2610  ___________________________________________________________________
 MZ2610  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 MZ2610  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ2610
 MZ2610  HORZ ORDER  -  FIRST
 MZ2610
 MZ2610.The horizontal coordinates were established by classical geodetic methods
 MZ2610.and adjusted by the National Geodetic Survey in January 1999..
 MZ2610
 MZ2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2610
 MZ2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2610
 MZ2610.The geoid height was determined by GEOID03.
 MZ2610
 MZ2610;                    North         East     Units Scale Factor Converg.
 MZ2610;SPC NY E     -   441,582.368   199,804.098   MT  0.99993051   +0 24 49.8
 MZ2610;SPC NY E     - 1,448,758.15    655,523.94   sFT  0.99993051   +0 24 49.8
 MZ2610;UTM  18      - 4,740,148.061   590,670.022   MT  0.99970114   +0 45 13.1
 MZ2610
 MZ2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2610!SPC NY E     -   0.99998081  x   0.99993051  =   0.99991132
 MZ2610!UTM  18      -   0.99998081  x   0.99970114  =   0.99968196
 MZ2610
 MZ2610:                Primary Azimuth Mark                     Grid Az
 MZ2610:SPC NY E     -  REXFORD EDISON CLUB TANK                 007 58 40.0
 MZ2610:UTM  18      -  REXFORD EDISON CLUB TANK                 007 38 16.7
 MZ2610
 MZ2610|---------------------------------------------------------------------|
 MZ2610| PID    Reference Object                     Distance      Geod. Az  |
 MZ2610|                                                           dddmmss.s |
 MZ2610| MZ2606 REXFORD EDISON CLUB TANK            APPROX. 5.2 KM 0082329.8 |
 MZ2610| MZ2585 NISKAYUNA GE CO TANK                APPROX. 2.7 KM 0305322.2 |
 MZ2610| MZ2584 NISKAYUNA KAPL TANK                 APPROX. 2.4 KM 0532127.7 |
 MZ2610| MZ2599 NISKAYUNA MUNICIPAL TANK            APPROX. 0.9 KM 1272252.2 |
 MZ2610| MZ2598 BEVIS ECC 113                        40.107 METERS 16653     |
 MZ2610| MZ2600 SCHENECTADY ST MARYS CH SPIRE       APPROX. 3.0 KM 2763301.6 |
 MZ2610| DA3016 BEVIS 113 RM 2                       23.247 METERS 31636     |
 MZ2610| MZ2612 SCOTIA MUN TANK                     APPROX. 7.1 KM 3451609.7 |
 MZ2610| MZ2611 GLENVILLE MUN TANK                  APPROX. 7.3 KM 3461214.6 |
 MZ2610|---------------------------------------------------------------------|
 MZ2610
 MZ2610                          SUPERSEDED SURVEY CONTROL
 MZ2610
 MZ2610  NAD 83(1996)-  42 48 30.67975(N)    073 53 27.74911(W) AD(       ) 1
 MZ2610  NAD 83(1992)-  42 48 30.68017(N)    073 53 27.74877(W) AD(       ) 1
 MZ2610  NAD 83(1986)-  42 48 30.68019(N)    073 53 27.74791(W) AD(       ) 1
 MZ2610  NAD 27      -  42 48 30.40320(N)    073 53 29.30486(W) AD(       ) 1
 MZ2610  NGVD 29 (07/19/86)  153.8    (m)          505.     (f) VERT ANG       
 MZ2610
 MZ2610.Superseded values are not recommended for survey control.
 MZ2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2610.See file dsdata.txt to determine how the superseded data were derived.
 MZ2610
 MZ2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9067040148(NAD 83)
 MZ2610_MARKER: DR = REFERENCE MARK DISK
 MZ2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2610
 MZ2610  HISTORY     - Date     Condition        Report By
 MZ2610  HISTORY     - 1973     MONUMENTED       NGS
 MZ2610
 MZ2610                          STATION DESCRIPTION
 MZ2610
 MZ2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2610'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH OF REXFORD, 2-1/4
 MZ2610'MILES WEST AND 2 MILES SOUTH OF GROOMS CORNERS, IN THE EAST EDGE
 MZ2610'OF SCHENECTADY, ALONG THE EAST SIDE OF STATE HIGHWAY 146
 MZ2610'(BALLSTON ROAD), ON A HILL LOCALLY KNOWN AS BEVIS HILL, AT THE
 MZ2610'SITE OF THE SCHENECTADY RESERVOIR AND ON PROPERTY OWNED BY THE
 MZ2610'CITY OF SCHENECTADY.
 MZ2610'
 MZ2610'TO REACH THE STATION FROM THE POST OFFICE IN UPPER UNION, GO
 MZ2610'EAST ON STATE HIGHWAY 146 FOR 0.35 MILE TO A TRAFFIC LIGHT AT A
 MZ2610'POINT WHERE STATE HIGHWAY 146 TURNS LEFT.  TURN LEFT AND GO NORTH
 MZ2610'ON STATE HIGHWAY 146 (BALLSTON ROAD) FOR 0.55 MILE TO THE
 MZ2610'ENTRANCE TO THE SCHENECTADY RESERVOIR ON THE RIGHT.  TURN RIGHT
 MZ2610'AND GO NORTH ON A PAVED DRIVEWAY FOR 0.15 MILE TO THE NORTH END
 MZ2610'OF THE RESERVOIR.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 MZ2610'STATION AS DESCRIBED.
 MZ2610'
 MZ2610'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD REFERENCE MARK
 MZ2610'DISKS STAMPED BEVIS CSS NO 113 NO 1 1973.  THE SURFACE MARK IS
 MZ2610'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 219
 MZ2610'FEET EAST OF A METAL LIGHT POLE AT THE NORTHWEST CORNER OF THE
 MZ2610'RESERVOIR, 83 FEET NORTHWEST OF A METAL LIGHT POLE AT THE
 MZ2610'NORTHEAST CORNER OF THE RESERVOIR AND 57 FEET NORTH OF A
 MZ2610'GRAVELED PATH ALONG THE TOP EDGE OF THE RESERVOIR.  THE
 MZ2610'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MZ2610'42 INCHES BELOW THE GROUND SURFACE.
 MZ2610'
 MZ2610'BEVIS (CSS NO 113) 1942 IS A SCHENECTADY CITY PLANNING
 MZ2610'COMMISSION BENCH MARK DISK STAMPED 113.  IT IS SET IN A ROUND
 MZ2610'6-INCH CONCRETE POST WHICH IS SURROUNDED BY AN 8-INCH TILE SET
 MZ2610'FLUSH WITH THE GROUND SURFACE.  IT IS 58.5 FEET SOUTH OF THE
 MZ2610'METAL LIGHT POLE AT THE NORTHEAST CORNER OF THE RESERVOIR AND
 MZ2610'3.5 FEET EAST OF THE CENTER OF THE PATH.
 MZ2610'
 MZ2610'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEVIS 1942 CSS NO
 MZ2610'113 NO 2 1973.  IT IS SET IN A ROUND CONCRETE POST WHICH IS
 MZ2610'FLUSH WITH THE GROUND SURFACE.  IT IS 173 FEET NORTHEAST OF THE
 MZ2610'LIGHT POLE AT THE NORTHWEST CORNER OF THE RESERVOIR, 150 FEET
 MZ2610'NORTHWEST OF THE LIGHT POLE AT THE NORTHEAST CORNER OF THE
 MZ2610'RESERVOIR AND 55 FEET NORTH OF THE CENTER OF THE PAVED
 MZ2610'DRIVEWAY.  THE ARROW ON THE DISK IS POINTING TO BEVIS (CSS NO
 MZ2610'113) 1942 RM 1.
 MZ2610'
 MZ2610'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2597 ***********************************************************************
 MZ2597  DESIGNATION -  BEVIS 30
 MZ2597  PID         -  MZ2597
 MZ2597  STATE/COUNTY-  NY/SCHENECTADY
 MZ2597  USGS QUAD   -  SCHENECTADY (1980)
 MZ2597
 MZ2597                         *CURRENT SURVEY CONTROL
 MZ2597  ___________________________________________________________________
 MZ2597* NAD 83(1996)-  42 48 25.65655(N)    073 53 32.69077(W)     ADJUSTED  
 MZ2597* NAVD 88     -       155.0    (meters)     509.     (feet)  VERTCON   
 MZ2597  ___________________________________________________________________
 MZ2597  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MZ2597  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ2597
 MZ2597  HORZ ORDER  -  SECOND
 MZ2597
 MZ2597.The horizontal coordinates were established by classical geodetic methods
 MZ2597.and adjusted by the National Geodetic Survey in January 1999..
 MZ2597
 MZ2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2597
 MZ2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2597
 MZ2597.The geoid height was determined by GEOID03.
 MZ2597
 MZ2597;                    North         East     Units Scale Factor Converg.
 MZ2597;SPC NY E     -   441,426.686   199,692.925   MT  0.99993037   +0 24 46.4
 MZ2597;SPC NY E     - 1,448,247.39    655,159.20   sFT  0.99993037   +0 24 46.4
 MZ2597;UTM  18      - 4,739,991.758   590,559.800   MT  0.99970089   +0 45 09.7
 MZ2597
 MZ2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2597!SPC NY E     -   0.99998059  x   0.99993037  =   0.99991096
 MZ2597!UTM  18      -   0.99998059  x   0.99970089  =   0.99968149
 MZ2597
 MZ2597                          SUPERSEDED SURVEY CONTROL
 MZ2597
 MZ2597  NAD 83(1996)-  42 48 25.66071(N)    073 53 32.69188(W) AD(       ) 2
 MZ2597  NAD 83(1992)-  42 48 25.66104(N)    073 53 32.69151(W) AD(       ) 2
 MZ2597  NAD 83(1986)-  42 48 25.66073(N)    073 53 32.69067(W) AD(       ) 2
 MZ2597  NAD 27      -  42 48 25.38230(N)    073 53 34.24658(W) AD(       ) 2
 MZ2597  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 MZ2597
 MZ2597.Superseded values are not recommended for survey control.
 MZ2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2597.See file dsdata.txt to determine how the superseded data were derived.
 MZ2597
 MZ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9056039992(NAD 83)
 MZ2597_MARKER: DD = SURVEY DISK
 MZ2597_SETTING: 0 = UNSPECIFIED SETTING
 MZ2597
 MZ2597  HISTORY     - Date     Condition        Report By
 MZ2597  HISTORY     - 1942     MONUMENTED       NY5550
 MZ2597  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MZ2597  HISTORY     - 1973     GOOD             NGS
 MZ2597  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MZ2597
 MZ2597                          STATION DESCRIPTION
 MZ2597
 MZ2597'DESCRIBED BY CITY OF SCHENECTADY NEW YORK 1942 (KBJ)
 MZ2597'THE OFFICIAL MONUMENT IS ON THE BANK OF THE SW CORNER OF THE
 MZ2597'CITY OF SCHENECTADY RESERVOIR (BEVIS HILL) ON BALLSTON ROAD AND
 MZ2597'ABOUT 1 FOOT OUTSIDE OF CONCRETE GUTTER, 7.32 FEET SW OF
 MZ2597'POINT OF CURVE ON INSIDE EDGE OF DRAIN, 7.84 FEET SW OF CORNER
 MZ2597'OF HEDGE, 4.53 FEET NW OF POINT OF CURVE ON OUTSIDE EDGE OF
 MZ2597'DRAIN.
 MZ2597'
 MZ2597'A TRAVERSE CONNECTION WAS MADE TO BEVIS B.M. NO. 30 (S.C.S.)
 MZ2597'FROM TRIANGULATION STATION BEVIS (ECCENTRIC STA. BEVIS B.M. 113
 MZ2597'SCHENECTADY CITY SURVEY).  BEVIS B.M. NO. 30 IS 167.793 METERS,
 MZ2597'550.50 FEET, DISTANT FROM BEVIS B.M. 113 S 46 DEG 21 MIN W.
 MZ2597
 MZ2597                          STATION RECOVERY (1973)
 MZ2597
 MZ2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2597'THE STATION WAS RECOVERED AND WAS IN GOOD CONDITION.  A
 MZ2597'DIFFERENCE 0.14 FEET OR 0.045 METERS WAS NOTED IN THE TRAVERSE
 MZ2597'DISTANCE TO BEVIS (CSS NO 113) 1942, THE DISTANCE BEING 167.838
 MZ2597'METERS OR 550.65 FEET.
 MZ2597'
 MZ2597'TO REACH THE STATION FROM THE POST OFFICE IN UPPER UNION, GO
 MZ2597'EAST AND NORTHERLY ON STATE HIGHWAY 146 FOR 0.9 MILES TO THE
 MZ2597'ENTRANCE TO THE SCHENECTADY RESERVOIR.  TURN RIGHT ON A PAVED
 MZ2597'DRIVE AND GO NORTHERLY FOR 0.15 MILE TO THE NORTHWEST CORNER OF
 MZ2597'THE RESERVOIR, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 MZ2597'STATION MARK, BEVIS (CSS NO 113) RM 1, THE STATION MARK BEVIS
 MZ2597'(CSS NO 30) IS AT THE SOUTHWEST CORNER OF THE RESERVOIR.
 MZ2597'
 MZ2597'STATION MARK IS A SCHENECTADY CITY PLANNING COMMISSION BENCH
 MZ2597'MARK DISK, STAMPED 30, SET IN THE TOP OF AN 8-INCH CONCRETE POST
 MZ2597'ENCASED IN AN IRON COVERED SLIP THAT IS ON TOP OF THE
 MZ2597'RESERVOIR.  IT IS 1.5 FEET EAST OF A METAL LIGHT POLE.
 MZ2597'
 MZ2597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2597'IN SCHENECTADY.
 MZ2597
 MZ2597                          STATION RECOVERY (1973)
 MZ2597
 MZ2597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2597'BEVIS (CSS NO 30) 1942 IS A SCHENECTADY CITY PLANNING COMMISSION
 MZ2597'DISK, STAMPED 30, SET IN THE TOP OF AN 8-INCH CONCRETE POST
 MZ2597'ENCASED IN AN IRON COVERED SLIP.  IT IS ON TOP OF THE RESERVOIR
 MZ2597'AT THE SOUTHWEST CORNER, 1.5 FEET EAST OF A METAL LIGHT POLE.
 MZ2597'
 MZ2597'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MZ2597'
 MZ2597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2597'IN SCHENECTADY.
 MZ2597
 MZ2597                          STATION RECOVERY (1989)
 MZ2597
 MZ2597'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBF)
 MZ2597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2598 ***********************************************************************
 MZ2598  DESIGNATION -  BEVIS ECC 113
 MZ2598  PID         -  MZ2598
 MZ2598  STATE/COUNTY-  NY/SCHENECTADY
 MZ2598  USGS QUAD   -  SCHENECTADY (1980)
 MZ2598
 MZ2598                         *CURRENT SURVEY CONTROL
 MZ2598  ___________________________________________________________________
 MZ2598* NAD 83(1996)-  42 48 29.41007(N)    073 53 27.34745(W)     ADJUSTED  
 MZ2598* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 MZ2598  ___________________________________________________________________
 MZ2598  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 MZ2598  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ2598
 MZ2598  HORZ ORDER  -  SECOND
 MZ2598
 MZ2598.The horizontal coordinates were established by classical geodetic methods
 MZ2598.and adjusted by the National Geodetic Survey in January 1999..
 MZ2598
 MZ2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2598
 MZ2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2598
 MZ2598.The geoid height was determined by GEOID03.
 MZ2598
 MZ2598;                    North         East     Units Scale Factor Converg.
 MZ2598;SPC NY E     -   441,543.377   199,813.482   MT  0.99993052   +0 24 50.0
 MZ2598;SPC NY E     - 1,448,630.23    655,554.73   sFT  0.99993052   +0 24 50.0
 MZ2598;UTM  18      - 4,740,109.135   590,679.635   MT  0.99970116   +0 45 13.4
 MZ2598
 MZ2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2598!SPC NY E     -   0.99998056  x   0.99993052  =   0.99991108
 MZ2598!UTM  18      -   0.99998056  x   0.99970116  =   0.99968173
 MZ2598
 MZ2598:                Primary Azimuth Mark                     Grid Az
 MZ2598:SPC NY E     -  NISKAYUNA MUNICIPAL TANK                 125 15 20.8
 MZ2598:UTM  18      -  NISKAYUNA MUNICIPAL TANK                 124 54 57.4
 MZ2598
 MZ2598|---------------------------------------------------------------------|
 MZ2598| PID    Reference Object                     Distance      Geod. Az  |
 MZ2598|                                                           dddmmss.s |
 MZ2598| MZ2599 NISKAYUNA MUNICIPAL TANK            APPROX. 0.9 KM 1254010.8 |
 MZ2598| MZ2597 BEVIS 30                            167.794 METERS 22621     |
 MZ2598| MZ2600 SCHENECTADY ST MARYS CH SPIRE       APPROX. 3.0 KM 2771544.2 |
 MZ2598| DA3016 BEVIS 113 RM 2                       61.350 METERS 33552     |
 MZ2598| MZ2610 BEVIS 113 RM 1                       40.107 METERS 34653     |
 MZ2598|---------------------------------------------------------------------|
 MZ2598
 MZ2598                          SUPERSEDED SURVEY CONTROL
 MZ2598
 MZ2598  NAD 83(1996)-  42 48 29.41422(N)    073 53 27.34855(W) AD(       ) 2
 MZ2598  NAD 83(1992)-  42 48 29.41456(N)    073 53 27.34819(W) AD(       ) 2
 MZ2598  NAD 83(1986)-  42 48 29.41433(N)    073 53 27.34724(W) AD(       ) 2
 MZ2598  NAD 27      -  42 48 29.13614(N)    073 53 28.90376(W) AD(       ) 2
 MZ2598  NGVD 29 (07/19/86)  155.4    (m)          510.     (f) VERT ANG       
 MZ2598
 MZ2598.Superseded values are not recommended for survey control.
 MZ2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2598.See file dsdata.txt to determine how the superseded data were derived.
 MZ2598
 MZ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9068040109(NAD 83)
 MZ2598_MARKER: DD = SURVEY DISK
 MZ2598_SETTING: 0 = UNSPECIFIED SETTING
 MZ2598
 MZ2598  HISTORY     - Date     Condition        Report By
 MZ2598  HISTORY     - 1942     MONUMENTED       NY5550
 MZ2598  HISTORY     - 1973     GOOD             NGS
 MZ2598  HISTORY     - 1984     GOOD             CTMALE
 MZ2598  HISTORY     - 1989     GOOD             USPSQD
 MZ2598
 MZ2598                          STATION DESCRIPTION
 MZ2598
 MZ2598'DESCRIBED BY CITY OF SCHENECTADY NEW YORK 1942 (KBJ)
 MZ2598'STATION IS LOCATED ON THE E SIDE OF SCHENECTADY, ON THE HILL
 MZ2598'LOCALLY KNOWN AS BEVIS HILL AND ON THE E BANK NEAR THE NE CORNER
 MZ2598'OF THE SCHENECTADY RESERVOIR.  THE DISK IS SET IN A 6 BY 6 INCH
 MZ2598'CEMENT POST, 4 INCHES UNDERGROUND, WHICH IS SURROUNDED BY AN 8
 MZ2598'BY 8 INCH TILE, SET FLUSH WITH THE GROUND, 58.7 FEET S OF A STEEL
 MZ2598'LIGHT POST IN THE NE CORNER OF THE RESERVOIR, 46.3 FEET SSE OF
 MZ2598'A SMALL GUARD HOUSE AND 7 FEET E OF A HEDGE FENCE.  THE DISK IS
 MZ2598'STAMPED SCHENECTADY N.Y. CITY PLANNING CO. COMMISSION MONUMENT
 MZ2598'NO. 113.  BEVIS (B.M. NO. 30) IS 550.57 FEET SW OF THE
 MZ2598'STATION.
 MZ2598'
 MZ2598'NO REFERENCE MARKS OR AZIMUTH MARK WERE SET BY THIS PARTY.
 MZ2598'
 MZ2598'TO REACH FROM THE JUNCTION OF N.Y. ROUTE 50 AND N.Y. ROUTE 5 IN
 MZ2598'SCOTIA, GO E ON ROUTE 5 FOR 1.0 MILE TO THE JUNCTION OF N.Y.
 MZ2598'ROUTE 7 JUST AFTER CROSSING THE MOHAWK RIVER BRIDGE, CONTINUE
 MZ2598'STRAIGHT AHEAD ON ROUTE 7 FOR 1.95 MILES TO THE JUNCTION OF
 MZ2598'N.Y. ROUTE 146, CONTINUE STRAIGHT AHEAD ON 146 FOR 1.85 MILES
 MZ2598'TO THE SCHENECTADY RESERVOIR GATE ON THE RIGHT, GO THROUGH THE
 MZ2598'GATE AND CONTINUE 0.2 MILE TO THE END OF THE ROAD AND THE
 MZ2598'STATION AS DESCRIBED.
 MZ2598'
 MZ2598'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 MZ2598
 MZ2598                          STATION RECOVERY (1973)
 MZ2598
 MZ2598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2598'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 MZ2598'CONDITION.  A DIFFERENCE OF 33 SECONDS WAS NOTED IN THE
 MZ2598'DIRECTION TO SCHENECTADY PARISH HOUSE ROMAN CATHOLIC CHURCH
 MZ2598'SPIRE 1942.  BEVIS (CSS NO 113) 1942 REFERENCE MARK 1 AND
 MZ2598'REFERENCE MARK 2 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 MZ2598'
 MZ2598'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF REXFORD, 2-1/4 MILES
 MZ2598'EAST AND 2 MILES SOUTH OF GROOMS CORNER, IN THE EAST EDGE OF THE
 MZ2598'CITY OF SCHENECTADY, ALONG THE EAST SIDE OF STATE HIGHWAY 146,
 MZ2598'ON A HILL LOCALLY KNOWN AS BEVIS HILL, AT SCHENECTADY RESERVOIR
 MZ2598'AND ON PROPERTY OWNED BY THE CITY OF SCHENECTADY.
 MZ2598'
 MZ2598'TO REACH THE STATION FROM THE POST OFFICE IN UPPER UNION, GO
 MZ2598'EAST ON STATE HIGHWAY 146 FOR 0.35 MILE TO A POINT WHERE STATE
 MZ2598'HIGHWAY 146 TURNS LEFT, TURN LEFT AND GO NORTHERLY ON STATE
 MZ2598'HIGHWAY 146 FOR 0.55 MILE TO THE ENTRANCE TO SCHENECTADY RESERVOIR
 MZ2598'ON THE RIGHT.  TURN RIGHT AND GO EAST, THEN NORTH ON A PAVED
 MZ2598'DRIVEWAY FOR 0.15 MILE TO THE NORTHWEST CORNER OF THE
 MZ2598'RESERVOIR.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE END OF
 MZ2598'PAVEMENT AND BEVIS (CSS NO 113) 1942 RM 1 AND THE STATION TO
 MZ2598'THE RIGHT ON TOP OF THE RESERVOIR.
 MZ2598'
 MZ2598'STATION MARK IS A SCHENECTADY CITY PLANNING COMMISSION BENCH
 MZ2598'MARK DISK, STAMPED 113, SET IN THE TOP OF A 6-INCH CONCRETE POST
 MZ2598'ENCASED BY AN 8 INCH METAL COVERED SLIP THAT IS FLUSH WITH THE
 MZ2598'GROUND.  IT IS 58.5 FEET SOUTH OF A METAL LIGHT POLE, 3.5 FEET
 MZ2598'EAST OF THE CENTER OF A GRAVELLED PATH AND IS ABOUT 5 FEET
 MZ2598'HIGHER THAN THE STATION BEVIS (CSS NO 113) 1942 RM 1.
 MZ2598'
 MZ2598'BEVIS (CSS NO 113) 1942 RM 1 IS A STANDARD DISK, STAMPED BEVIS
 MZ2598'1942 CSS NO 113 NO 1 1973, SET IN THE TOP OF A 12-INCH
 MZ2598'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 MZ2598'IS 219 FEET EAST OF A METAL LIGHT POLE AT THE NORTHWEST CORNER
 MZ2598'OF THE RESERVOIR, 83 FEET NORTHWEST OF THE NORTHEAST CORNER LIGHT
 MZ2598'POLE, 57 FEET NORTH OF A GRAVELLED PATH ON TOP OF THE RESERVOIR
 MZ2598'AND IS ABOUT 5 FEET LOWER THAN THE STATION.  THE UNDERGROUND MARK
 MZ2598'IS 40 INCHES BELOW THE GROUND.
 MZ2598'
 MZ2598'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEVIS 1942 CSS NO
 MZ2598'113 NO 2 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MZ2598'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 173 FEET
 MZ2598'NORTHEAST OF THE NORTHWEST CORNER LIGHT POLE, 55 FEET NORTH OF
 MZ2598'THE CENTER OF THE PAVED DRIVEWAY AND IS ABOUT THE SAME ELEVATION
 MZ2598'AS REFERENCE MARK 1.  THE ARROW IS POINTING TO REFERENCE MARK 1.
 MZ2598'
 MZ2598'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 FEET.
 MZ2598'
 MZ2598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2598'2-3/4 MILES SOUTH OF REXFORD.
 MZ2598
 MZ2598                          STATION RECOVERY (1984)
 MZ2598
 MZ2598'RECOVERY NOTE BY C T MALE ASSOCIATES 1984 (JC)
 MZ2598'BEVIS CSS 113 RECOVERED GOOD.
 MZ2598'
 MZ2598'RM BEVIS (CSS NO 30) RECOVERED GOOD.
 MZ2598'
 MZ2598'RM NO. 2 RECOVERED GOOD.
 MZ2598'
 MZ2598'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SIDE OF
 MZ2598'SCHENECTADY.
 MZ2598
 MZ2598                          STATION RECOVERY (1989)
 MZ2598
 MZ2598'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBF)
 MZ2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0634 ***********************************************************************
 KU0634  DESIGNATION -  BF BWS
 KU0634  PID         -  KU0634
 KU0634  STATE/COUNTY-  NY/SUFFOLK
 KU0634  USGS QUAD   -  AMITYVILLE (1979)
 KU0634
 KU0634                         *CURRENT SURVEY CONTROL
 KU0634  ___________________________________________________________________
 KU0634* NAD 83(1986)-  40 40 49.     (N)    073 25 13.     (W)     SCALED    
 KU0634* NAVD 88     -         7.555  (meters)      24.79   (feet)  ADJUSTED  
 KU0634  ___________________________________________________________________
 KU0634  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU0634  DYNAMIC HT  -           7.552 (meters)      24.78  (feet)  COMP
 KU0634  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 KU0634
 KU0634  VERT ORDER  -  SECOND    CLASS 0
 KU0634
 KU0634.The horizontal coordinates were scaled from a topographic map and have
 KU0634.an estimated accuracy of +/- 6 seconds.
 KU0634
 KU0634.The orthometric height was determined by differential leveling
 KU0634.and adjusted by the National Geodetic Survey in June 1991..
 KU0634
 KU0634.The geoid height was determined by GEOID03.
 KU0634
 KU0634.The dynamic height is computed by dividing the NAVD 88
 KU0634.geopotential number by the normal gravity value computed on the
 KU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0634.degrees latitude (g = 980.6199 gals.).
 KU0634
 KU0634.The modeled gravity was interpolated from observed gravity values.
 KU0634
 KU0634;                    North         East    Units  Estimated Accuracy
 KU0634;SPC NY L     -    57,200.      349,010.      MT  (+/- 180 meters Scaled)
 KU0634
 KU0634                          SUPERSEDED SURVEY CONTROL
 KU0634
 KU0634  NGVD 29 (??/??/92)    7.923  (m)           25.99   (f) ADJ UNCH    2 0
 KU0634
 KU0634.Superseded values are not recommended for survey control.
 KU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0634.See file dsdata.txt to determine how the superseded data were derived.
 KU0634
 KU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL335044(NAD 83)
 KU0634_MARKER: X = CHISELED CROSS
 KU0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0634_SP_SET: DOORSILL
 KU0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0634
 KU0634  HISTORY     - Date     Condition        Report By
 KU0634  HISTORY     - UNK      MONUMENTED       NY4170
 KU0634  HISTORY     - 1932     GOOD             NGS
 KU0634  HISTORY     - 1956     GOOD             NGS
 KU0634
 KU0634                          STATION DESCRIPTION
 KU0634
 KU0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0634'AT AMITYVILLE.
 KU0634'AT AMITYVILLE, SUFFOLK COUNTY, AT THE LONG ISLAND RAILROAD
 KU0634'STATION, ON THE NORTH SIDE OF THE BUILDING, AT THE WEST DOOR
 KU0634'(TO THE MENS ROOM) OF THE WAITING ROOM, 27.9 FEET SOUTH OF THE
 KU0634'SOUTH RAIL OF THE SOUTH (EASTBOUND) TRACK, 25.5 INCHES EAST OF THE
 KU0634'WEST EDGE OF THE BUILDING, ON THE TOP OF THE NORTHWEST CORNER OF
 KU0634'THE STONE DOORSILL, AND 2 INCHES ABOVE THE STATION PLATFORM.
 KU0634'A CHISELED CROSS, LETTERED BM BF.  NOTE-- IT WAS REPORTED IN
 KU0634'NOVEMBER 1956 THAT THE TOP OF THE FIRST B IS GONE.
 KU0634
 KU0634                          STATION RECOVERY (1956)
 KU0634
 KU0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2617 ***********************************************************************
 MZ2617  DESIGNATION -  BGA
 MZ2617  PID         -  MZ2617
 MZ2617  STATE/COUNTY-  NY/SARATOGA
 MZ2617  USGS QUAD   -  BURNT HILLS (1980)
 MZ2617
 MZ2617                         *CURRENT SURVEY CONTROL
 MZ2617  ___________________________________________________________________
 MZ2617* NAD 83(1996)-  42 58 25.89162(N)    073 58 34.81515(W)     ADJUSTED  
 MZ2617* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 MZ2617  ___________________________________________________________________
 MZ2617  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MZ2617  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 MZ2617
 MZ2617  HORZ ORDER  -  SECOND
 MZ2617
 MZ2617.The horizontal coordinates were established by classical geodetic methods
 MZ2617.and adjusted by the National Geodetic Survey in January 1999..
 MZ2617
 MZ2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2617
 MZ2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2617
 MZ2617.The geoid height was determined by GEOID03.
 MZ2617
 MZ2617;                    North         East     Units Scale Factor Converg.
 MZ2617;SPC NY E     -   459,901.199   192,713.812   MT  0.99992244   +0 21 25.1
 MZ2617;SPC NY E     - 1,508,859.18    632,261.90   sFT  0.99992244   +0 21 25.1
 MZ2617;UTM  18      - 4,758,420.192   583,472.724   MT  0.99968572   +0 41 52.2
 MZ2617
 MZ2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2617!SPC NY E     -   0.99997682  x   0.99992244  =   0.99989926
 MZ2617!UTM  18      -   0.99997682  x   0.99968572  =   0.99966254
 MZ2617
 MZ2617:                Primary Azimuth Mark                     Grid Az
 MZ2617:SPC NY E     -  BGC                                      081 47 42.0
 MZ2617:UTM  18      -  BGC                                      081 27 14.9
 MZ2617
 MZ2617|---------------------------------------------------------------------|
 MZ2617| PID    Reference Object                     Distance      Geod. Az  |
 MZ2617|                                                           dddmmss.s |
 MZ2617| MZ2625 BGC                                 444.396 METERS 0820907.1 |
 MZ2617| MZ2615 BGA 1                               APPROX. 0.6 KM 1741318.2 |
 MZ2617| MZ2618 BGB                                 430.628 METERS 2751216.8 |
 MZ2617|---------------------------------------------------------------------|
 MZ2617
 MZ2617                          SUPERSEDED SURVEY CONTROL
 MZ2617
 MZ2617  NAD 83(1996)-  42 58 25.89553(N)    073 58 34.81552(W) AD(       ) 2
 MZ2617  NAD 83(1992)-  42 58 25.89595(N)    073 58 34.81558(W) AD(       ) 2
 MZ2617  NAD 83(1986)-  42 58 25.89603(N)    073 58 34.81517(W) AD(       ) 2
 MZ2617  NAD 27      -  42 58 25.62503(N)    073 58 36.36109(W) AD(       ) 2
 MZ2617  NGVD 29 (07/19/86)  178.8    (m)          587.     (f) VERT ANG       
 MZ2617
 MZ2617.Superseded values are not recommended for survey control.
 MZ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2617.See file dsdata.txt to determine how the superseded data were derived.
 MZ2617
 MZ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8347358420(NAD 83)
 MZ2617_MARKER: DD = SURVEY DISK
 MZ2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2617_STAMPING: BGA
 MZ2617_MARK LOGO: NY-091
 MZ2617_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2617+STABILITY: SURFACE MOTION
 MZ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2617+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MZ2617
 MZ2617  HISTORY     - Date     Condition        Report By
 MZ2617  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2617  HISTORY     - 19840524 GOOD             NGS
 MZ2617  HISTORY     - 20030716 GOOD             USPSQD
 MZ2617  HISTORY     - 20040716 GOOD             USPSQD
 MZ2617  HISTORY     - 20050718 GOOD             USPSQD
 MZ2617
 MZ2617                          STATION DESCRIPTION
 MZ2617
 MZ2617'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2617'THE STATION IS LOCATED 2.8 MILES NORTH OF CHARLTON, 6.0 MILES
 MZ2617'NORTHWEST OF BURNT HILLS, AND 7.0 MILES SOUTHWEST OF BALLSTON
 MZ2617'SPA, IN THE TOWNSHIP OF CHARLTON.
 MZ2617'
 MZ2617'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2617'BALLSTON SPA, GO WEST ON STATE HIGHWAY 67 FOR 6.9 MILES TO THE
 MZ2617'INTERSECTION OF JOCKEY STREET AND STATION ON LEFT.
 MZ2617'
 MZ2617'TO REACH AZIMUTH MARK, BGA-1 (SACGS), FROM THE STATION, GO
 MZ2617'SOUTH ON JOCKEY STREET FOR 0.40 MILE TO MARK ON RIGHT.
 MZ2617'
 MZ2617'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2617'SURVEY STAMPED BGA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2617'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2617'GROUND.  IT IS LOCATED 66.4 FEET SOUTHEAST OF THE WEST END OF A
 MZ2617'CULVERT ON THE WEST SIDE OF JOCKEY STREET, 26.0 FEET SOUTHWEST
 MZ2617'OF THE EAST END OF A CULVERT ON THE EAST SIDE OF JOCKEY STREET,
 MZ2617'21.3 FEET EAST OF THE CENTERLINE OF JOCKEY STREET AND 58.0
 MZ2617'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67.  THE
 MZ2617'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2617'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2617'
 MZ2617'AZIMUTH MARK, BGA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2617'COUNTY GEODETIC SURVEY STAMPED BGA-1.  IT IS SET IN THE TOP OF A
 MZ2617'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2617'THE GROUND.  IT IS LOCATED 77.2 FEET SOUTHEAST OF THE WEST END
 MZ2617'OF A CULVERT RUNNING UNDERNEATH JOCKEY STREET, 61.1 FEET SOUTH
 MZ2617'OF THE EAST END OF THE AFOREMENTIONED CULVERT, 50.2 FEET
 MZ2617'SOUTHWEST OF A 10-INCH OAK TREE ON THE EAST SIDE OF JOCKEY
 MZ2617'STREET, 11.0 FEET EAST OF A 24-INCH ELM TREE AND 13.0 FEET
 MZ2617'WEST OF THE CENTERLINE OF JOCKEY STREET.
 MZ2617'
 MZ2617'HEIGHT OF LIGHT ABOVE STATION MARK 1.06 METERS.
 MZ2617
 MZ2617                          STATION RECOVERY (1984)
 MZ2617
 MZ2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MZ2617'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 MZ2617'WAS RECOVERED WITH THE TOP BROKE OFF AND THE DISK MISSING.  AN AZIMUTH
 MZ2617'MARK 2 WAS ESTABLISHED, USING THE OLD MONUMENT, WITH A DISK SET IN THE
 MZ2617'TOP OF IT.  A NEW DESCRIPTION FOLLOWS.
 MZ2617'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF BALLSTON
 MZ2617'SPA, 9.7 KM (6.00 MI) NORTHWEST OF BURNT HILLS, 4.5 KM (2.80 MI) NORTH
 MZ2617'OF CHARLTON, IN THE TOWNSHIP OF CHARLTON AND AT THE INTERSECTION OF
 MZ2617'STATE HIGHWAY 67 AND JOCKEY STREET.  TO REACH THE STATION FROM THE
 MZ2617'COUNTY MUNICIPAL CENTER, IN BALLSTON SPA, GO WEST ON STATE HIGHWAY 67
 MZ2617'FOR 11.3 KM (7.00 MI) TO THE STATION ON THE LEFT, AT JOCKEY STREET.
 MZ2617'THE STATION IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BGA--,
 MZ2617'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 MZ2617'DIAMETER, FLUSH WITH GROUND.  LOCATED 58.0 FT (17.7 M) S FROM THE CENT
 MZ2617'OF HIGHWAY 67, 21.5 FT (6.6 M) E FROM THE CENTER OF JOCKEY STREET,
 MZ2617'26.0 FT (7.9 M) SW FROM THE EAST END OF A PIPE CULVERT, 3.5 FT (1.1 M)
 MZ2617'W FROM A CONCRETE RIGHT-OF-WAY BOUND, AND 2.5 FT (0.8 M) W FROM A
 MZ2617'METAL WITNESS POST.
 MZ2617'AZIMUTH MARK NO 2 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 MZ2617'STAMPED--BGA 2 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 MZ2617'12 INCHES (30 CM) IN DIAMETER RECESSED 12 INCHES (30 CM) BELOW THE
 MZ2617'GROUND.  LOCATED 79.5 FT (24.2 M) S FROM THE WEST END OF A PIPE
 MZ2617'CULVERT, 62.0 FT (18.9 M) SW FROM THE EAST END OF THE PIPE CULVERT,
 MZ2617'50.5 FT (15.4 M) WSW FROM A 14-INCH OAK TREE, 34.0 FT (10.4 M) SSE
 MZ2617'FROM POWERLINE POLE NUMBER 35, AND 13.0 FT (4.0 M) WNW FROM THE CENTER
 MZ2617'OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 MZ2617'JOCKEY STREET FOR 0.6 KM (0.35 MI) TO THE MARK ON THE RIGHT.  NOTE- A
 MZ2617'LOG WAS PLACED OVER THE MARK AND THE LOG IS ONLY A COUPLE OF INCHES
 MZ2617'UNDERGROUND.
 MZ2617
 MZ2617                          STATION RECOVERY (2003)
 MZ2617
 MZ2617'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2617'RECOVERED IN GOOD CONDITION.
 MZ2617
 MZ2617                          STATION RECOVERY (2004)
 MZ2617
 MZ2617'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2617'RECOVERED IN GOOD CONDITION.
 MZ2617
 MZ2617                          STATION RECOVERY (2005)
 MZ2617
 MZ2617'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2618 ***********************************************************************
 MZ2618  DESIGNATION -  BGB
 MZ2618  PID         -  MZ2618
 MZ2618  STATE/COUNTY-  NY/SARATOGA
 MZ2618  USGS QUAD   -  BURNT HILLS (1980)
 MZ2618
 MZ2618                         *CURRENT SURVEY CONTROL
 MZ2618  ___________________________________________________________________
 MZ2618* NAD 83(1996)-  42 58 27.15707(N)    073 58 53.74091(W)     ADJUSTED  
 MZ2618* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 MZ2618  ___________________________________________________________________
 MZ2618  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MZ2618  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 MZ2618
 MZ2618  HORZ ORDER  -  SECOND
 MZ2618
 MZ2618.The horizontal coordinates were established by classical geodetic methods
 MZ2618.and adjusted by the National Geodetic Survey in January 1999..
 MZ2618
 MZ2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2618
 MZ2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2618
 MZ2618.The geoid height was determined by GEOID03.
 MZ2618
 MZ2618;                    North         East     Units Scale Factor Converg.
 MZ2618;SPC NY E     -   459,937.588   192,284.758   MT  0.99992199   +0 21 12.2
 MZ2618;SPC NY E     - 1,508,978.57    630,854.24   sFT  0.99992199   +0 21 12.2
 MZ2618;UTM  18      - 4,758,454.020   583,043.563   MT  0.99968484   +0 41 39.3
 MZ2618
 MZ2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2618!SPC NY E     -   0.99997610  x   0.99992199  =   0.99989809
 MZ2618!UTM  18      -   0.99997610  x   0.99968484  =   0.99966094
 MZ2618
 MZ2618:                Primary Azimuth Mark                     Grid Az
 MZ2618:SPC NY E     -  BGA                                      094 50 51.7
 MZ2618:UTM  18      -  BGA                                      094 30 24.6
 MZ2618
 MZ2618|---------------------------------------------------------------------|
 MZ2618| PID    Reference Object                     Distance      Geod. Az  |
 MZ2618|                                                           dddmmss.s |
 MZ2618| MZ2617 BGA                                 430.628 METERS 0951203.9 |
 MZ2618| DA3017 BGB 1                                              2753104.7 |
 MZ2618|---------------------------------------------------------------------|
 MZ2618
 MZ2618                          SUPERSEDED SURVEY CONTROL
 MZ2618
 MZ2618  NAD 83(1996)-  42 58 27.16100(N)    073 58 53.74127(W) AD(       ) 2
 MZ2618  NAD 83(1992)-  42 58 27.16140(N)    073 58 53.74133(W) AD(       ) 2
 MZ2618  NAD 83(1986)-  42 58 27.16147(N)    073 58 53.74091(W) AD(       ) 2
 MZ2618  NAD 27      -  42 58 26.89050(N)    073 58 55.28621(W) AD(       ) 2
 MZ2618  NGVD 29 (07/19/86)  183.4    (m)          602.     (f) VERT ANG       
 MZ2618
 MZ2618.Superseded values are not recommended for survey control.
 MZ2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2618.See file dsdata.txt to determine how the superseded data were derived.
 MZ2618
 MZ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8304458454(NAD 83)
 MZ2618_MARKER: DD = SURVEY DISK
 MZ2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2618+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MZ2618
 MZ2618  HISTORY     - Date     Condition        Report By
 MZ2618  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2618  HISTORY     - 20030716 GOOD             USPSQD
 MZ2618  HISTORY     - 20040716 GOOD             USPSQD
 MZ2618  HISTORY     - 20050718 GOOD             USPSQD
 MZ2618
 MZ2618                          STATION DESCRIPTION
 MZ2618
 MZ2618'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2618'THE STATION IS LOCATED 3.0 MILES NORTH OF CHARLTON, 7.0 MILES
 MZ2618'NORTHWEST OF BURNT HILLS, AND 7.5 MILES SOUTHWEST OF BALLSTON
 MZ2618'SPA, IN THE TOWNSHIP OF CHARLTON.
 MZ2618'
 MZ2618'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2618'BALLSTON SPA, GO WEST ON STATE HIGHWAY 67 FOR 7.15 MILES TO
 MZ2618'STATION ON RIGHT.
 MZ2618'
 MZ2618'TO REACH AZIMUTH MARK, BGB-1 (SACGS), FROM THE STATION,
 MZ2618'CONTINUE WEST ON STATE HIGHWAY 67 FOR 0.40 MILE TO MARK ON LEFT.
 MZ2618'
 MZ2618'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2618'SURVEY STAMPED BGB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2618'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2618'GROUND.  IT IS LOCATED 33.2 FEET EAST OF THE WEST END OF A
 MZ2618'CULVERT, 12.8 FEET SOUTHEAST OF THE EAST END OF THE
 MZ2618'AFOREMENTIONED CULVERT, 74.3 FEET SOUTHEAST OF A 12-INCH ASH
 MZ2618'TREE BOTH LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 67 AND
 MZ2618'23.6 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 67.  THE
 MZ2618'UNDERGROUND MARK IS SET IN TOP OF AN IRREGULAR MASS OF
 MZ2618'CONCRETE 48-INCHES BELOW THE GROUND.
 MZ2618'
 MZ2618'AZIMUTH MARK, BGB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2618'COUNTY GEODETIC SURVEY STAMPED BGB-1.  IT IS SET IN THE TOP OF
 MZ2618'A 12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 MZ2618'ABOVE THE GROUND.  IT IS LOCATED 87.7 FEET NORTHWEST OF THE
 MZ2618'CORNER OF A REDWOOD FENCE, 42.4 FEET NORTHWEST OF AN 8-INCH
 MZ2618'DOUBLE ELM TREE, 13.5 FEET NORTHEAST OF THE SOUTH END OF A
 MZ2618'CULVERT, ALL LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 67 AND
 MZ2618'24.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 67.
 MZ2618'
 MZ2618'HEIGHT OF LIGHT ABOVE STATION MARK 1.12 METERS.
 MZ2618
 MZ2618                          STATION RECOVERY (2003)
 MZ2618
 MZ2618'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2618'RECOVERED IN GOOD CONDITION.
 MZ2618
 MZ2618                          STATION RECOVERY (2004)
 MZ2618
 MZ2618'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2618'RECOVERED IN GOOD CONDITION.
 MZ2618
 MZ2618                          STATION RECOVERY (2005)
 MZ2618
 MZ2618'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2625 ***********************************************************************
 MZ2625  DESIGNATION -  BGC
 MZ2625  PID         -  MZ2625
 MZ2625  STATE/COUNTY-  NY/SARATOGA
 MZ2625  USGS QUAD   -  BURNT HILLS (1980)
 MZ2625
 MZ2625                         *CURRENT SURVEY CONTROL
 MZ2625  ___________________________________________________________________
 MZ2625* NAD 83(1996)-  42 58 27.85755(N)    073 58 15.38706(W)     ADJUSTED  
 MZ2625* NAVD 88     -       172.6    (meters)     566.     (feet)  VERTCON   
 MZ2625  ___________________________________________________________________
 MZ2625  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MZ2625  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 MZ2625
 MZ2625  HORZ ORDER  -  SECOND
 MZ2625
 MZ2625.The horizontal coordinates were established by classical geodetic methods
 MZ2625.and adjusted by the National Geodetic Survey in January 1999..
 MZ2625
 MZ2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2625
 MZ2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2625
 MZ2625.The geoid height was determined by GEOID03.
 MZ2625
 MZ2625;                    North         East     Units Scale Factor Converg.
 MZ2625;SPC NY E     -   459,964.617   193,153.626   MT  0.99992290   +0 21 38.3
 MZ2625;SPC NY E     - 1,509,067.25    633,704.85   sFT  0.99992290   +0 21 38.3
 MZ2625;UTM  18      - 4,758,486.210   583,912.049   MT  0.99968662   +0 42 05.5
 MZ2625
 MZ2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2625!SPC NY E     -   0.99997776  x   0.99992290  =   0.99990066
 MZ2625!UTM  18      -   0.99997776  x   0.99968662  =   0.99966439
 MZ2625
 MZ2625:                Primary Azimuth Mark                     Grid Az
 MZ2625:SPC NY E     -  BGC 1                                    059 30 17.7
 MZ2625:UTM  18      -  BGC 1                                    059 09 50.5
 MZ2625
 MZ2625|---------------------------------------------------------------------|
 MZ2625| PID    Reference Object                     Distance      Geod. Az  |
 MZ2625|                                                           dddmmss.s |
 MZ2625| DA3018 BGC 1                                              0595156.0 |
 MZ2625| MZ2617 BGA                                 444.396 METERS 2620920.3 |
 MZ2625|---------------------------------------------------------------------|
 MZ2625
 MZ2625                          SUPERSEDED SURVEY CONTROL
 MZ2625
 MZ2625  NAD 83(1996)-  42 58 27.86144(N)    073 58 15.38742(W) AD(       ) 2
 MZ2625  NAD 83(1992)-  42 58 27.86187(N)    073 58 15.38749(W) AD(       ) 2
 MZ2625  NAD 83(1986)-  42 58 27.86196(N)    073 58 15.38708(W) AD(       ) 2
 MZ2625  NAD 27      -  42 58 27.59097(N)    073 58 16.93364(W) AD(       ) 2
 MZ2625  NGVD 29 (07/19/86)  172.8    (m)          567.     (f) VERT ANG       
 MZ2625
 MZ2625.Superseded values are not recommended for survey control.
 MZ2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2625.See file dsdata.txt to determine how the superseded data were derived.
 MZ2625
 MZ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8391258486(NAD 83)
 MZ2625_MARKER: DD = SURVEY DISK
 MZ2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2625
 MZ2625  HISTORY     - Date     Condition        Report By
 MZ2625  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2625  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 MZ2625  HISTORY     - 20040716 MARK NOT FOUND   USPSQD
 MZ2625  HISTORY     - 20050718 MARK NOT FOUND   USPSQD
 MZ2625
 MZ2625                          STATION DESCRIPTION
 MZ2625
 MZ2625'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2625'THE STATION IS LOCATED 3.0 MILES NORTH OF CHARLTON, 6.0 MILES
 MZ2625'NORTHWEST OF BURNT HILLS, AND 7.0 MILES WEST OF BALLSTON SPA, IN
 MZ2625'THE TOWNSHIP OF CHARLTON.
 MZ2625'
 MZ2625'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2625'BALLSTON SPA, GO WEST ON STATE HIGHWAY 67 FOR 6.4 MILES TO THE
 MZ2625'INTERSECTION OF MAPLE AVENUE AND AZIMUTH MARK, BGC-1 (SACGS), ON
 MZ2625'THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 67 FOR 0.25 MILE TO
 MZ2625'MARK ON LEFT.
 MZ2625'
 MZ2625'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2625'SURVEY STAMPED BGC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2625'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT
 MZ2625'ABOVE THE GROUND.  IT IS LOCATED 143.1 FEET EAST OF THE CENTER
 MZ2625'OF THE SOUTH END OF A CONCRETE HEADWALL ON THE SOUTH SIDE OF
 MZ2625'STATE HIGHWAY 67, 82.8 FEET WEST OF THE END STEEL GUARD RAIL,
 MZ2625'84.0 FEET EAST OF A TELEPHONE JUNCTION BOX, BOTH ON THE SOUTH
 MZ2625'SIDE OF STATE HIGHWAY 67 AND 23.6 FEET SOUTH OF THE CENTERLINE
 MZ2625'OF STATE HIGHWAY 67.  THE UNDERGROUND MARK IS SET IN THE TOP
 MZ2625'OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2625'
 MZ2625'AZIMUTH MARK, BGC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2625'COUNTY GEODETIC SURVEY STAMPED BGC-1.  IT IS SET IN THE TOP OF A
 MZ2625'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2625'GROUND.  IT IS LOCATED 73.5 FEET SOUTHEAST OF A NEW YORK STATE
 MZ2625'RIGHT OF WAY MONUMENT ON THE WEST SIDE OF MAPLE AVENUE
 MZ2625'(FEATHERBED LANE), 12.3 FEET NORTHWEST OF THE END GUARD RAIL ON
 MZ2625'THE EAST SIDE OF MAPLE AVENUE, 27.7 FEET EAST OF THE CENTERLINE
 MZ2625'OF MAPLE AVENUE, AND 26.7 FEET NORTH OF NEW YORK STATE HIGHWAY
 MZ2625'67.
 MZ2625'
 MZ2625'HEIGHT OF LIGHT ABOVE STATION MARK 1.01 METERS.
 MZ2625
 MZ2625                          STATION RECOVERY (2003)
 MZ2625
 MZ2625'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2625'MARK NOT FOUND.
 MZ2625
 MZ2625                          STATION RECOVERY (2004)
 MZ2625
 MZ2625'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2625'MARK NOT FOUND.
 MZ2625
 MZ2625                          STATION RECOVERY (2005)
 MZ2625
 MZ2625'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2616 ***********************************************************************
 MZ2616  DESIGNATION -  BGD
 MZ2616  PID         -  MZ2616
 MZ2616  STATE/COUNTY-  NY/SARATOGA
 MZ2616  USGS QUAD   -  BURNT HILLS (1980)
 MZ2616
 MZ2616                         *CURRENT SURVEY CONTROL
 MZ2616  ___________________________________________________________________
 MZ2616* NAD 83(1996)-  42 57 51.84821(N)    073 58 29.60618(W)     ADJUSTED  
 MZ2616* NAVD 88     -       196.3    (meters)     644.     (feet)  VERTCON   
 MZ2616  ___________________________________________________________________
 MZ2616  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MZ2616  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 MZ2616
 MZ2616  HORZ ORDER  -  SECOND
 MZ2616
 MZ2616.The horizontal coordinates were established by classical geodetic methods
 MZ2616.and adjusted by the National Geodetic Survey in January 1999..
 MZ2616
 MZ2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2616
 MZ2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2616
 MZ2616.The geoid height was determined by GEOID03.
 MZ2616
 MZ2616;                    North         East     Units Scale Factor Converg.
 MZ2616;SPC NY E     -   458,851.495   192,838.398   MT  0.99992257   +0 21 28.4
 MZ2616;SPC NY E     - 1,505,415.28    632,670.64   sFT  0.99992257   +0 21 28.4
 MZ2616;UTM  18      - 4,757,371.495   583,603.521   MT  0.99968599   +0 41 55.3
 MZ2616
 MZ2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2616!SPC NY E     -   0.99997405  x   0.99992257  =   0.99989662
 MZ2616!UTM  18      -   0.99997405  x   0.99968599  =   0.99966004
 MZ2616
 MZ2616|---------------------------------------------------------------------|
 MZ2616| PID    Reference Object                     Distance      Geod. Az  |
 MZ2616|                                                           dddmmss.s |
 MZ2616| MZ2620 KOENIG                              118.116 METERS 08051     |
 MZ2616| MZ2615 BGA 1                               483.662 METERS 3525018.0 |
 MZ2616|---------------------------------------------------------------------|
 MZ2616
 MZ2616                          SUPERSEDED SURVEY CONTROL
 MZ2616
 MZ2616  NAD 83(1996)-  42 57 51.85212(N)    073 58 29.60662(W) AD(       ) 2
 MZ2616  NAD 83(1992)-  42 57 51.85254(N)    073 58 29.60664(W) AD(       ) 2
 MZ2616  NAD 83(1986)-  42 57 51.85264(N)    073 58 29.60618(W) AD(       ) 2
 MZ2616  NAD 27      -  42 57 51.58138(N)    073 58 31.15232(W) AD(       ) 2
 MZ2616  NGVD 29 (07/19/86)  196.5    (m)          645.     (f) VERT ANG       
 MZ2616
 MZ2616.Superseded values are not recommended for survey control.
 MZ2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2616.See file dsdata.txt to determine how the superseded data were derived.
 MZ2616
 MZ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8360457371(NAD 83)
 MZ2616_MARKER: DD = SURVEY DISK
 MZ2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2616+STABILITY: SURFACE MOTION
 MZ2616
 MZ2616  HISTORY     - Date     Condition        Report By
 MZ2616  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2616  HISTORY     - 19980927 MARK NOT FOUND   USPSQD
 MZ2616  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 MZ2616  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 MZ2616  HISTORY     - 20050611 MARK NOT FOUND   USPSQD
 MZ2616
 MZ2616                          STATION DESCRIPTION
 MZ2616
 MZ2616'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2616'THE STATION IS LOCATED 2.5 MILES NORTH OF CHARLTON, 6.0 MILES
 MZ2616'NORTHWEST OF BURNT HILLS, AND 7.0 MILES SOUTHWEST OF BALLSTON
 MZ2616'SPA, IN THE TOWNSHIP OF CHARLTON.
 MZ2616'
 MZ2616'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2616'BALLSTON SPA GO WEST ON STATE HIGHWAY 67 FOR 6.9 MILES TO THE
 MZ2616'INTERSECTION OF JOCKEY STREET.  TURN LEFT AND GO SOUTH ON JOCKEY
 MZ2616'STREET FOR 0.70 MILE TO STATION ON RIGHT.
 MZ2616'
 MZ2616'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2616'SURVEY STAMPED BGD.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2616'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2616'GROUND.  IT IS LOCATED 82.8 FEET NORTHWEST OF POLE NYT 12 ON THE
 MZ2616'EAST SIDE OF JOCKEY STREET, 102.9 FEET NORTH OF A 30-INCH LOCUST
 MZ2616'TREE, 34.2 FEET NORTH OF THE NORTH RANGE LINE OF A WOOD FRAME
 MZ2616'BARN, BOTH ON THE WEST SIDE OF JOCKEY STREET, AND 13.0 FEET
 MZ2616'WEST OF THE CENTERLINE OF JOCKEY STREET.  THE UNDERGROUND MARK
 MZ2616'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2616'BELOW THE GROUND.
 MZ2616'
 MZ2616'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 MZ2616
 MZ2616                          STATION RECOVERY (1998)
 MZ2616
 MZ2616'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2616'MARK NOT FOUND.
 MZ2616
 MZ2616                          STATION RECOVERY (2003)
 MZ2616
 MZ2616'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2616'MARK NOT FOUND.
 MZ2616
 MZ2616                          STATION RECOVERY (2004)
 MZ2616
 MZ2616'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2616'MARK NOT FOUND.
 MZ2616
 MZ2616                          STATION RECOVERY (2005)
 MZ2616
 MZ2616'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2619 ***********************************************************************
 MZ2619  DESIGNATION -  BGE
 MZ2619  PID         -  MZ2619
 MZ2619  STATE/COUNTY-  NY/SARATOGA
 MZ2619  USGS QUAD   -  BURNT HILLS (1980)
 MZ2619
 MZ2619                         *CURRENT SURVEY CONTROL
 MZ2619  ___________________________________________________________________
 MZ2619* NAD 83(1996)-  42 57 07.57090(N)    073 58 24.62895(W)     ADJUSTED  
 MZ2619* NAVD 88     -       186.2    (meters)     611.     (feet)  VERTCON   
 MZ2619  ___________________________________________________________________
 MZ2619  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MZ2619  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 MZ2619
 MZ2619  HORZ ORDER  -  SECOND
 MZ2619
 MZ2619.The horizontal coordinates were established by classical geodetic methods
 MZ2619.and adjusted by the National Geodetic Survey in January 1999..
 MZ2619
 MZ2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2619
 MZ2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2619
 MZ2619.The geoid height was determined by GEOID03.
 MZ2619
 MZ2619;                    North         East     Units Scale Factor Converg.
 MZ2619;SPC NY E     -   457,485.985   192,959.743   MT  0.99992270   +0 21 31.5
 MZ2619;SPC NY E     - 1,500,935.27    633,068.76   sFT  0.99992270   +0 21 31.5
 MZ2619;UTM  18      - 4,756,007.054   583,732.955   MT  0.99968625   +0 41 58.1
 MZ2619
 MZ2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2619!SPC NY E     -   0.99997564  x   0.99992270  =   0.99989834
 MZ2619!UTM  18      -   0.99997564  x   0.99968625  =   0.99966189
 MZ2619
 MZ2619:                Primary Azimuth Mark                     Grid Az
 MZ2619:SPC NY E     -  BGE 1                                    072 53 02.9
 MZ2619:UTM  18      -  BGE 1                                    072 32 36.3
 MZ2619
 MZ2619|---------------------------------------------------------------------|
 MZ2619| PID    Reference Object                     Distance      Geod. Az  |
 MZ2619|                                                           dddmmss.s |
 MZ2619| DA3019 BGE 1                                              0731434.4 |
 MZ2619| MZ2623 BGE A                                16.618 METERS 14506     |
 MZ2619| DA3020 BGE 2                                              1595614.1 |
 MZ2619|---------------------------------------------------------------------|
 MZ2619
 MZ2619                          SUPERSEDED SURVEY CONTROL
 MZ2619
 MZ2619  NAD 83(1996)-  42 57 07.57480(N)    073 58 24.62951(W) AD(       ) 2
 MZ2619  NAD 83(1992)-  42 57 07.57523(N)    073 58 24.62945(W) AD(       ) 2
 MZ2619  NAD 83(1986)-  42 57 07.57533(N)    073 58 24.62895(W) AD(       ) 2
 MZ2619  NAD 27      -  42 57 07.30372(N)    073 58 26.17528(W) AD(       ) 2
 MZ2619  NGVD 29 (07/19/86)  186.4    (m)          612.     (f) VERT ANG       
 MZ2619
 MZ2619.Superseded values are not recommended for survey control.
 MZ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2619.See file dsdata.txt to determine how the superseded data were derived.
 MZ2619
 MZ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8373356007(NAD 83)
 MZ2619_MARKER: DD = SURVEY DISK
 MZ2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2619
 MZ2619  HISTORY     - Date     Condition        Report By
 MZ2619  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2619  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 MZ2619  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 MZ2619  HISTORY     - 20050611 MARK NOT FOUND   USPSQD
 MZ2619
 MZ2619                          STATION DESCRIPTION
 MZ2619
 MZ2619'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2619'THE STATION IS LOCATED 1.5 MILES NORTH OF CHARLTON, 5.0 MILES
 MZ2619'NORTHEAST OF BURNT HILLS, AND 7.5 MILES SOUTHWEST OF BALLSTON
 MZ2619'SPA IN THE TOWNSHIP OF CHARLTON.
 MZ2619'
 MZ2619'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2619'BALLSTON SPA, GO WEST ON STATE HIGHWAY 67 FOR 6.9 MILES TO THE
 MZ2619'INTERSECTION OF JOCKEY STREET.  TURN LEFT AND GO SOUTH ON JOCKEY
 MZ2619'STREET FOR 1.5 MILES TO THE T-INTERSECTION OF EASTERN AVENUE.
 MZ2619'TURN RIGHT AND GO WEST ON EASTERN AVENUE FOR 164 FEET AND STATION
 MZ2619'ON RIGHT.
 MZ2619'
 MZ2619'TO REACH AZIMUTH MARK, BGE-1 (SACGS), FROM THE T-INTERSECTION
 MZ2619'OF EASTERN AVENUE AND JOCKEY STREET, GO NORTH ON JOCKEY STREET
 MZ2619'FOR APPROXIMATELY 100 FEET TO T-INTERSECTION OF PACKER ROAD.  TURN
 MZ2619'RIGHT AND GO EAST ON PACKER ROAD FOR 0.20 MILE TO MARK ON LEFT.
 MZ2619'
 MZ2619'TO REACH AZIMUTH MARK, BGE-2 (SACGS), FROM THE T-INTERSECTION
 MZ2619'OF EASTERN AVENUE AND JOCKEY STREET, GO SOUTH ON JOCKEY STREET
 MZ2619'FOR 0.15 MILE TO MARK ON LEFT.
 MZ2619'
 MZ2619'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2619'SURVEY STAMPED BGE.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2619'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2619'THE GROUND.  IT IS LOCATED 143.7 FEET NORTHWEST OF A YIELD
 MZ2619'SIGN, 47.0 FEET WEST OF THE WEST RANGE LINE OF A WHITE WOOD
 MZ2619'DWELLING, BOTH ON THE SOUTH SIDE OF EASTERN AVENUE, 45.4 FEET
 MZ2619'EAST OF POLE NM 8 ON THE NORTH SIDE OF EASTERN AVENUE AND 19.1
 MZ2619'FEET NORTH OF THE CENTERLINE OF EASTERN AVENUE.  THE
 MZ2619'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2619'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2619'
 MZ2619'AZIMUTH MARK BGE-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2619'COUNTY GEODETIC SURVEY STAMPED BGE-1.  IT IS SET IN THE TOP OF
 MZ2619'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2619'THE GROUND.  IT IS LOCATED 54.7 FEET NORTHEAST OF A TWIN 10-INCH
 MZ2619'CHERRY TREE ON THE SOUTH SIDE OF PACKER ROAD, 18.0 FEET SOUTHEAST
 MZ2619'OF POLE NYT 4, 18.9 FEET WEST OF THE WEST RANGE LINE OF A WHITE
 MZ2619'WOOD DWELLING BOTH ON THE NORTH SIDE OF PACKER ROAD, AND 13.5
 MZ2619'FEET NORTH OF THE CENTERLINE OF PACKER ROAD.
 MZ2619'
 MZ2619'AZIMUTH MARK BGE-2 (SACGS) IS A STANDARD DISK OF SARATOGA
 MZ2619'COUNTY GEODETIC SURVEY STAMPED BGE-2.  IT IS SET IN THE TOP OF A
 MZ2619'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2619'THE GROUND.  IT IS LOCATED 98.0 FEET SOUTH OF THE CENTER OF THE
 MZ2619'EAST END OF A HEADWALL, 23.8 FEET SOUTHWEST OF A 5-INCH LOCUST
 MZ2619'TREE, 70.5 FEET NORTHWEST OF A 10-INCH LOCUST TREE ALL ON THE
 MZ2619'EAST SIDE OF JOCKEY STREET, AND 14.0 FEET EAST OF THE
 MZ2619'CENTERLINE OF JOCKEY STREET.
 MZ2619'
 MZ2619'HEIGHT OF LIGHT ABOVE STATION MARK 1.03 METERS.
 MZ2619
 MZ2619                          STATION RECOVERY (2003)
 MZ2619
 MZ2619'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2619'MARK NOT FOUND.
 MZ2619
 MZ2619                          STATION RECOVERY (2004)
 MZ2619
 MZ2619'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2619'MARK NOT FOUND.
 MZ2619
 MZ2619                          STATION RECOVERY (2005)
 MZ2619
 MZ2619'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2280 ***********************************************************************
 AE2280  SACS        -  This is a Secondary Airport Control Station.
 AE2280  DESIGNATION -  BGM A
 AE2280  PID         -  AE2280
 AE2280  STATE/COUNTY-  NY/BROOME
 AE2280  USGS QUAD   -  CASTLE CREEK (1976)
 AE2280
 AE2280                         *CURRENT SURVEY CONTROL
 AE2280  ___________________________________________________________________
 AE2280* NAD 83(1992)-  42 12 59.87398(N)    075 59 02.76604(W)     ADJUSTED  
 AE2280* NAVD 88     -       496.17   (meters)    1627.9    (feet)  GPS OBS   
 AE2280  ___________________________________________________________________
 AE2280  X           -   1,145,856.501 (meters)                     COMP
 AE2280  Y           -  -4,590,352.834 (meters)                     COMP
 AE2280  Z           -   4,263,766.807 (meters)                     COMP
 AE2280  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 AE2280  ELLIP HEIGHT-         463.69  (meters)          (06/09/03) GPS OBS
 AE2280  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 AE2280
 AE2280  HORZ ORDER  -  FIRST
 AE2280  ELLP ORDER  -  THIRD     CLASS I
 AE2280
 AE2280.This mark is at Binghamton Regional/edwin A Link Fld Airport (BGM)
 AE2280
 AE2280.The horizontal coordinates were established by GPS observations
 AE2280.and adjusted by the National Geodetic Survey in August 2000..
 AE2280
 AE2280.The orthometric height was determined by GPS observations and a
 AE2280.high-resolution geoid model.
 AE2280
 AE2280.GPS derived orthometric heights for airport stations designated as
 AE2280.PACS or SACS are published to 2 decimal places.  This maintains
 AE2280.centimeter relative accuracy between the PACS and SACS.  It does
 AE2280.not indicate centimeter accuracy relative to other marks which are
 AE2280.part of the NAVD 88 network.
 AE2280
 AE2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2280
 AE2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2280
 AE2280.The ellipsoidal height was determined by GPS observations
 AE2280.and is referenced to NAD 83.
 AE2280
 AE2280.The geoid height was determined by GEOID03.
 AE2280
 AE2280;                    North         East     Units Scale Factor Converg.
 AE2280;SPC NY E     -   376,726.517    27,469.872   MT  1.00008468   -0 59 50.4
 AE2280;SPC NY E     - 1,235,976.91     90,124.07   sFT  1.00008468   -0 59 50.4
 AE2280;UTM  18      - 4,674,297.776   418,775.660   MT  0.99968117   -0 39 40.6
 AE2280
 AE2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2280!SPC NY E     -   0.99992728  x   1.00008468  =   1.00001195
 AE2280!UTM  18      -   0.99992728  x   0.99968117  =   0.99960847
 AE2280
 AE2280                          SUPERSEDED SURVEY CONTROL
 AE2280
 AE2280  ELLIP H (08/16/00)  463.72   (m)                       GP(       ) 3 1
 AE2280
 AE2280.Superseded values are not recommended for survey control.
 AE2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2280.See file dsdata.txt to determine how the superseded data were derived.
 AE2280
 AE2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM1877674298(NAD 83)
 AE2280_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2280_SP_SET: DRAIN TILE
 AE2280_STAMPING: STA. A 1962
 AE2280_MARK LOGO: CGS   
 AE2280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2280+STABILITY: SURFACE MOTION
 AE2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2280+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 AE2280
 AE2280  HISTORY     - Date     Condition        Report By
 AE2280  HISTORY     - 1962     MONUMENTED       CGS
 AE2280  HISTORY     - 19991203 GOOD             NGS
 AE2280  HISTORY     - 20010714 GOOD             NGS
 AE2280
 AE2280                          STATION DESCRIPTION
 AE2280
 AE2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JP)
 AE2280'THE STATION IS LOCATED ON THE NORTH END OF EDWIN A LINK FIELD-BROOME
 AE2280'COUNTY AIRPORT APPROXIMATELY 1210 FT (368.8 M) SOUTHEAST OF THE
 AE2280'CENTERLINE END OF RUNWAY 16.  THE STATION IS 130.3 FT (39.7 M)
 AE2280'NORTHEAST OF THE CENTERLINE OF RUNWAY 16-34, 21.7 FT (6.6 M) NORTHWEST
 AE2280'OF THE CENTERLINE OF A GRAVEL (CONSTRUCTION) ROAD, 53.8 FT (16.4 M)
 AE2280'SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHWEST OF THE CONSTRUCTION
 AE2280'ROAD, AND 55.4 FT (16.9 M) NORTHEAST OF THE EASTERLY EDGE OF RUNWAY
 AE2280'16-34.  THE STATION IS A TOPOGRAPHIC STATION DISK STAMPED AP 1962 STA
 AE2280'A AN SET IN THE TOP OF A 6 INCH DRAIN TILE FILLED WITH CONCRETE FLUSH
 AE2280'WITH THE GROUND.
 AE2280
 AE2280                          STATION RECOVERY (1999)
 AE2280
 AE2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AE2280'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHWEST OF
 AE2280'BINGHAMTON AND 6.0 KM (3.70 MI) NORTH-NORTHWEST OF JOHNSON CITY AT THE
 AE2280'BINGHAMTON REGIONAL AIRPORT/EDWIN A.  LINK FIELD.  NEAR THE NORTH END
 AE2280'OF THE AIRPORT ALONG THE NORTHEAST SIDE OF RUNWAY 16-34, JUST
 AE2280'NORTHWEST OF A GRAVEL ROAD (RADAR ROAD) , AND IN LINE WITH THE OLD
 AE2280'RUNWAY END 16 AND THE NORTHWEST SIDE OF TAXIWAY C.  OWNERSHIP--BROOME
 AE2280'COUNTY DEPARTMENT OF AVIATION, BINGHAMTON REGIONAL AIRPORT, EDWIN A.
 AE2280'LINK FIELD 2534 AIRPORT ROAD / BOX 16 / JOHNSON CITY, N.Y.  13790.
 AE2280'AIRPORT MANAGER AND COMMISSIONER OF AVIATION IS CARL G.  OLSON PHONE
 AE2280'(607) 763-4471 OR FAX (607) 763-4475.  AIRPORT OPERATIONS SUPERVISOR,
 AE2280'THOMAS A.  PUDISH PHONE (607) 763-4474 OR FAX (607) 763-4475.
 AE2280'--NOTE--CONTACT OPERATIONS SUPERVISOR (24-HOURS) IN ADVANCE (ESCORT
 AE2280'REQUIRED) . TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17
 AE2280'AND AIRPORT ROAD (EXIT 71 N) NEAR THE NORTH-NORTHWEST SIDE OF
 AE2280'BINGHAMTON, GO NORTH, THEN NORTHWESTERLY FOR 12.39 KM (7.70 MI) ON
 AE2280'AIRPORT ROAD FOLLOWING AIRPORT SIGNS TO THE CIRCULAR DRIVE FOR THE
 AE2280'TERMINAL.  CONTINUE AHEAD FOR 0.48 KM (0.30 MI) (ONE WAY) AROUND THE
 AE2280'CIRCLE PASSING THE TERMINAL ON THE RIGHT TO THE CRASH/FIRE/RESCUE
 AE2280'FACILITY RED BRICK BUILDING ON THE RIGHT AND THE OPERATIONS
 AE2280'SUPERVISORS OFFICE INSIDE. STATION IS 39.62 M (129.99 FT) NORTHEAST OF
 AE2280'THE RUNWAY 16-34 CENTERLINE, 16.9 M (55.4 FT) NORTHEAST OF THE
 AE2280'NORTHEAST EDGE OF THE RUNWAY, 6.61 M (21.69 FT) NORTHWEST OF THE
 AE2280'GRAVEL ROAD CENTER, 25.0 M (82.0 FT) SOUTHEAST OF A 2X2-FOOT METAL
 AE2280'DRAIN GRATE CENTER (IN THE RUNWAY) NEAR THE EAST EDGE AND JUST SOUTH
 AE2280'OF THE TOUCHDOWN ZONE BARS, AND THE MONUMENT IS ABOUT 0.3 M (1.0 FT)
 AE2280'BELOW THE RUNWAY LEVEL AND RECESSED ABOUT 5-CM BELOW THE GROUND
 AE2280'SURFACE.  BY R.G.  HAYES --NOTE--THIS STATION HAS BEEN DESIGNATED A
 AE2280'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2280
 AE2280                          STATION RECOVERY (2001)
 AE2280
 AE2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DJA)
 AE2280'RECOVERED AS DESCRIBED. JULY 14, 2001(DJA)
 AE2280' 
 AE2280' 
 AE2280' 
 AE2280'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2283 ***********************************************************************
 AE2283  SACS        -  This is a Secondary Airport Control Station.
 AE2283  DESIGNATION -  BGM B2
 AE2283  PID         -  AE2283
 AE2283  STATE/COUNTY-  NY/BROOME
 AE2283  USGS QUAD   -  CASTLE CREEK (1976)
 AE2283
 AE2283                         *CURRENT SURVEY CONTROL
 AE2283  ___________________________________________________________________
 AE2283* NAD 83(1992)-  42 12 06.92971(N)    075 58 18.81755(W)     ADJUSTED  
 AE2283* NAVD 88     -       477.03   (meters)    1565.1    (feet)  GPS OBS   
 AE2283  ___________________________________________________________________
 AE2283  X           -   1,147,097.153 (meters)                     COMP
 AE2283  Y           -  -4,591,159.698 (meters)                     COMP
 AE2283  Z           -   4,262,543.885 (meters)                     COMP
 AE2283  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 AE2283  ELLIP HEIGHT-         444.57  (meters)          (06/09/03) GPS OBS
 AE2283  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 AE2283
 AE2283  HORZ ORDER  -  FIRST
 AE2283  ELLP ORDER  -  THIRD     CLASS I
 AE2283
 AE2283.This mark is at Binghamton Regional/edwin A Link Fld Airport (BGM)
 AE2283
 AE2283.The horizontal coordinates were established by GPS observations
 AE2283.and adjusted by the National Geodetic Survey in August 2000..
 AE2283
 AE2283.The orthometric height was determined by GPS observations and a
 AE2283.high-resolution geoid model.
 AE2283
 AE2283.GPS derived orthometric heights for airport stations designated as
 AE2283.PACS or SACS are published to 2 decimal places.  This maintains
 AE2283.centimeter relative accuracy between the PACS and SACS.  It does
 AE2283.not indicate centimeter accuracy relative to other marks which are
 AE2283.part of the NAVD 88 network.
 AE2283
 AE2283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2283
 AE2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2283
 AE2283.The ellipsoidal height was determined by GPS observations
 AE2283.and is referenced to NAD 83.
 AE2283
 AE2283.The geoid height was determined by GEOID03.
 AE2283
 AE2283;                    North         East     Units Scale Factor Converg.
 AE2283;SPC NY E     -   375,075.567    28,449.603   MT  1.00008174   -0 59 19.9
 AE2283;SPC NY E     - 1,230,560.42     93,338.41   sFT  1.00008174   -0 59 19.9
 AE2283;UTM  18      - 4,672,653.263   419,764.657   MT  0.99967921   -0 39 10.4
 AE2283
 AE2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2283!SPC NY E     -   0.99993028  x   1.00008174  =   1.00001201
 AE2283!UTM  18      -   0.99993028  x   0.99967921  =   0.99960951
 AE2283
 AE2283                          SUPERSEDED SURVEY CONTROL
 AE2283
 AE2283  ELLIP H (08/16/00)  444.60   (m)                       GP(       ) 3 1
 AE2283
 AE2283.Superseded values are not recommended for survey control.
 AE2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2283.See file dsdata.txt to determine how the superseded data were derived.
 AE2283
 AE2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM1976572653(NAD 83)
 AE2283_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2283_STAMPING: AP 1969 STA B2 BGM
 AE2283_MARK LOGO: CGS   
 AE2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2283+STABILITY: SURFACE MOTION
 AE2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2283+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 AE2283
 AE2283  HISTORY     - Date     Condition        Report By
 AE2283  HISTORY     - 1969     MONUMENTED       CGS
 AE2283  HISTORY     - 19860615 GOOD             NGS
 AE2283  HISTORY     - 19991203 GOOD             NGS
 AE2283  HISTORY     - 20010714 GOOD             NGS
 AE2283
 AE2283                          STATION DESCRIPTION
 AE2283
 AE2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AE2283'THE STATION IS LOCATED AT BROOME COUNTY AIRPORT, AT THE APPROACH END
 AE2283'OF RUNWAY 34, 193.6 FT (59.0 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT
 AE2283'NORTHWEST OF THE END OF THE RUNWAY, 141.4 FT (43.1 M) NORTHWEST OF THE
 AE2283'CENTER OF A CONCRETE DRAIN GRATE, WHICH IS AT THE SOUTHEAST CORNER OF
 AE2283'THE FILL AREA AND 45.2 FT (13.8 M) NORTHEAST OF THE MOST NORTHEASTERLY
 AE2283'OF 4 THRESHOLD LIGHTS.  A TOPOGRAPHIC STATION DISK STAMPED AP 1969 STA
 AE2283'B2 BGM IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT ONE
 AE2283'INCH.
 AE2283
 AE2283                          STATION RECOVERY (1999)
 AE2283
 AE2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AE2283'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHWEST OF
 AE2283'BINGHAMTON AND 6.0 KM (3.70 MI) NORTH-NORTHWEST OF JOHNSON CITY AT THE
 AE2283'BINGHAMTON REGIONAL AIRPORT/EDWIN A.  LINK FIELD.  NEAR THE SOUTHEAST
 AE2283'SIDE OF THE AIRPORT, JUST NORTHEAST OF AND IN LINE WITH THE SOUTHEAST
 AE2283'END OF RUNWAY END 34.  OWNERSHIP--BROOME COUNTY DEPARTMENT OF
 AE2283'AVIATION, BINGHAMTON REGIONAL AIRPORT, EDWIN A.  LINK FIELD 2534
 AE2283'AIRPORT ROAD / BOX 16 / JOHNSON CITY, N.Y.  13790.  AIRPORT MANAGER
 AE2283'AND COMMISSIONER OF AVIATION IS CARL G.  OLSON PHONE (607) 763-4471 OR
 AE2283'FAX (607) 763-4475.  AIRPORT OPERATIONS SUPERVISOR, THOMAS A. PUDISH
 AE2283'PHONE (607) 763-4474 OR FAX (607) 763-4475. --NOTE--CONTACT OPERATIONS
 AE2283'SUPERVISOR (24-HOURS) IN ADVANCE (ESCORT REQUIRED) . TO REACH THE
 AE2283'STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND AIRPORT ROAD (EXIT
 AE2283'71 N) NEAR THE NORTH-NORTHWEST SIDE OF BINGHAMTON, GO NORTH, THEN
 AE2283'NORTHWESTERLY FOR 12.39 KM (7.70 MI) ON AIRPORT ROAD FOLLOWING AIRPORT
 AE2283'SIGNS TO THE CIRCULAR DRIVE FOR THE TERMINAL. CONTINUE AHEAD FOR 0.48
 AE2283'KM (0.30 MI) (ONE WAY) AROUND THE CIRCLE PASSING THE TERMINAL ON THE
 AE2283'RIGHT TO THE CRASH/FIRE/RESCUE FACILITY RED BRICK BUILDING ON THE
 AE2283'RIGHT AND THE OPERATIONS SUPERVISORS OFFICE INSIDE. STATION IS 43.1 M
 AE2283'(141.4 FT) NORTHWEST OF A 2X2-FOOT METAL DRAIN GRATE CENTER NEAR THE
 AE2283'SOUTHEAST CORNER OF A FILL AREA, 39.78 M (130.51 FT) NORTHEAST OF THE
 AE2283'RUNWAY END 34 CENTER, 33.56 M (110.10 FT) NORTH-NORTHEAST OF AN
 AE2283'ELECTRIC CONTROL BOX, 16.7 M (54.8 FT) EAST OF THE RUNWAY EDGE, 13.78
 AE2283'M (45.21 FT) NORTHEAST OF THE NORTHEAST 1 OF 4 THRESHOLD LIGHTS, AND
 AE2283'THE MONUMENT IS ABOUT LEVEL WITH THE RUNWAY AND RECESSED ABOUT 4-CM
 AE2283'BELOW THE GROUND SURFACE.  BY R.G.  HAYES --NOTE--THIS STATION HAS
 AE2283'BEEN DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AE2283
 AE2283                          STATION RECOVERY (2001)
 AE2283
 AE2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DJA)
 AE2283'RECOVERED AS DESCRIBED.JULY,14 2001(DJA)
 AE2283' 
 AE2283'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI7194 ***********************************************************************
 AI7194  PACS        -  This is a Primary Airport Control Station.
 AI7194  DESIGNATION -  BGM C
 AI7194  PID         -  AI7194
 AI7194  STATE/COUNTY-  NY/BROOME
 AI7194  USGS QUAD   -  CASTLE CREEK (1976)
 AI7194
 AI7194                         *CURRENT SURVEY CONTROL
 AI7194  ___________________________________________________________________
 AI7194* NAD 83(1992)-  42 12 27.14278(N)    075 58 45.46806(W)     ADJUSTED  
 AI7194* NAVD 88     -       484.94   (meters)    1591.0    (feet)  GPS OBS   
 AI7194  ___________________________________________________________________
 AI7194  X           -   1,146,403.847 (meters)                     COMP
 AI7194  Y           -  -4,590,907.032 (meters)                     COMP
 AI7194  Z           -   4,263,011.207 (meters)                     COMP
 AI7194  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 AI7194  ELLIP HEIGHT-         452.47  (meters)          (02/26/03) GPS OBS
 AI7194  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 AI7194
 AI7194  HORZ ORDER  -  B
 AI7194  ELLP ORDER  -  FOURTH    CLASS I
 AI7194
 AI7194.This mark is at Binghamton Regional/edwin A Link Fld Airport (BGM)
 AI7194
 AI7194.The horizontal coordinates were established by GPS observations
 AI7194.and adjusted by the National Geodetic Survey in August 2000..
 AI7194
 AI7194.The orthometric height was determined by GPS observations and a
 AI7194.high-resolution geoid model.
 AI7194
 AI7194.GPS derived orthometric heights for airport stations designated as
 AI7194.PACS or SACS are published to 2 decimal places.  This maintains
 AI7194.centimeter relative accuracy between the PACS and SACS.  It does
 AI7194.not indicate centimeter accuracy relative to other marks which are
 AI7194.part of the NAVD 88 network.
 AI7194
 AI7194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7194
 AI7194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7194
 AI7194.The ellipsoidal height was determined by GPS observations
 AI7194.and is referenced to NAD 83.
 AI7194
 AI7194.The geoid height was determined by GEOID03.
 AI7194
 AI7194;                    North         East     Units Scale Factor Converg.
 AI7194;SPC NY E     -   375,709.774    27,849.068   MT  1.00008354   -0 59 38.2
 AI7194;SPC NY E     - 1,232,641.15     91,368.15   sFT  1.00008354   -0 59 38.2
 AI7194;UTM  18      - 4,673,283.684   419,160.657   MT  0.99968041   -0 39 28.6
 AI7194
 AI7194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7194!SPC NY E     -   0.99992904  x   1.00008354  =   1.00001257
 AI7194!UTM  18      -   0.99992904  x   0.99968041  =   0.99960947
 AI7194
 AI7194                          SUPERSEDED SURVEY CONTROL
 AI7194
 AI7194  ELLIP H (08/16/00)  452.50   (m)                       GP(       ) 1 1
 AI7194
 AI7194.Superseded values are not recommended for survey control.
 AI7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7194.See file dsdata.txt to determine how the superseded data were derived.
 AI7194
 AI7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM1916173284(NAD 83)
 AI7194_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7194_SETTING: 66 = SET IN ROCK OUTCROP
 AI7194_STAMPING: BGM C 1999
 AI7194_MARK LOGO: NGS   
 AI7194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7194+STABILITY: POSITION/ELEVATION WELL
 AI7194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7194+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2001
 AI7194
 AI7194  HISTORY     - Date     Condition        Report By
 AI7194  HISTORY     - 1999     MONUMENTED       NGS
 AI7194  HISTORY     - 20010714 GOOD             NGS
 AI7194
 AI7194                          STATION DESCRIPTION
 AI7194
 AI7194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 AI7194'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHWEST OF
 AI7194'BINGHAMTON AND 6.0 KM (3.70 MI) NORTH-NORTHWEST OF JOHNSON CITY AT THE
 AI7194'BINGHAMTON REGIONAL AIRPORT/EDWIN A.  LINK FIELD.  NEAR THE SOUTHWEST
 AI7194'SIDE OF A LARGE TRIANGULAR SHAPED GRASS MEDIAN EAST OF THE TOWER AND
 AI7194'APRON.  JUST NORTHEAST OF TAXIWAY G AND ACROSS THE TAXIWAY FROM THE
 AI7194'ASOS.  SET IN TOP OF A LARGE AREA OF BEDROCK ABOUT 5-CM BELOW THE
 AI7194'GROUND SURFACE.  OWNERSHIP--BROOME COUNTY DEPARTMENT OF AVIATION,
 AI7194'BINGHAMTON REGIONAL AIRPORT, EDWIN A.  LINK FIELD 2534 AIRPORT ROAD /
 AI7194'BOX 16 / JOHNSON CITY, N.Y.  13790.  AIRPORT MANAGER AND COMMISSIONER
 AI7194'OF AVIATION IS CARL G.  OLSON PHONE (607) 763-4471 OR FAX (607)
 AI7194'763-4475.  AIRPORT OPERATIONS SUPERVISOR, THOMAS A. PUDISH PHONE (607)
 AI7194'763-4474 OR FAX (607) 763-4475. --NOTE--CONTACT OPERATIONS SUPERVISOR
 AI7194'(24-HOURS) IN ADVANCE (ESCORT REQUIRED) . TO REACH THE STATION FROM
 AI7194'THE JUNCTION OF STATE HIGHWAY 17 AND AIRPORT ROAD (EXIT 71 N) NEAR THE
 AI7194'NORTH-NORTHWEST SIDE OF BINGHAMTON, GO NORTH, THEN NORTHWESTERLY FOR
 AI7194'12.39 KM (7.70 MI) ON AIRPORT ROAD FOLLOWING AIRPORT SIGNS TO THE
 AI7194'CIRCULAR DRIVE FOR THE TERMINAL. CONTINUE AHEAD FOR 0.48 KM (0.30 MI)
 AI7194'(ONE WAY) AROUND THE CIRCLE PASSING THE TERMINAL ON THE RIGHT TO THE
 AI7194'CRASH/FIRE/RESCUE FACILITY RED BRICK BUILDING ON THE RIGHT AND THE
 AI7194'OPERATIONS SUPERVISORS OFFICE INSIDE. STATION IS 40.38 M (132.48 FT)
 AI7194'NORTHEAST OF THE TAXIWAY G CENTERLINE, 35.97 M (118.01 FT) SOUTH OF
 AI7194'STATION BGM ARP, 22.1 M (72.5 FT) NORTH OF A 2X2-FOOT METAL DRAIN
 AI7194'GRATE CENTER NEAR THE TAXIWAY EDGE, AND THE STATION IS ABOUT LEVEL
 AI7194'WITH THE TAXI AND RECESSED ABOUT 5-CM BELOW THE GROUND SURFACE.  BY
 AI7194'R.G.  HAYES --NOTE--THIS STATION HAS BEEN DESIGNATED THE PRIMARY
 AI7194'AIRPORT CONTROL STATION (PACS) .
 AI7194
 AI7194                          STATION RECOVERY (2001)
 AI7194
 AI7194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DJA)
 AI7194'RECOVERED AS DESCRIBED. JULY 14, 2001-(DJA)
 AI7194' 
 AI7194' 
 AI7194'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1659 ***********************************************************************
 OD1659  DESIGNATION -  BHA
 OD1659  PID         -  OD1659
 OD1659  STATE/COUNTY-  NY/SARATOGA
 OD1659  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1659
 OD1659                         *CURRENT SURVEY CONTROL
 OD1659  ___________________________________________________________________
 OD1659* NAD 83(1996)-  43 01 19.66164(N)    073 55 34.30804(W)     ADJUSTED  
 OD1659* NAVD 88     -       164.6    (meters)     540.     (feet)  VERTCON   
 OD1659  ___________________________________________________________________
 OD1659  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OD1659  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 OD1659
 OD1659  HORZ ORDER  -  SECOND
 OD1659
 OD1659.The horizontal coordinates were established by classical geodetic methods
 OD1659.and adjusted by the National Geodetic Survey in January 1999..
 OD1659
 OD1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1659
 OD1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1659
 OD1659.The geoid height was determined by GEOID03.
 OD1659
 OD1659;                    North         East     Units Scale Factor Converg.
 OD1659;SPC NY E     -   465,289.767   196,767.063   MT  0.99992690   +0 23 29.4
 OD1659;SPC NY E     - 1,526,538.18    645,559.94   sFT  0.99992690   +0 23 29.4
 OD1659;UTM  18      - 4,763,831.519   587,492.887   MT  0.99969417   +0 43 57.7
 OD1659
 OD1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1659!SPC NY E     -   0.99997900  x   0.99992690  =   0.99990590
 OD1659!UTM  18      -   0.99997900  x   0.99969417  =   0.99967317
 OD1659
 OD1659:                Primary Azimuth Mark                     Grid Az
 OD1659:SPC NY E     -  BHA 1                                    173 20 26.4
 OD1659:UTM  18      -  BHA 1                                    172 59 58.1
 OD1659
 OD1659|---------------------------------------------------------------------|
 OD1659| PID    Reference Object                     Distance      Geod. Az  |
 OD1659|                                                           dddmmss.s |
 OD1659| DA3021 BHA 1                                              1734355.8 |
 OD1659| OD1656 ELHOFF                              282.123 METERS 24600     |
 OD1659| OD1658 BHA 2 SACGS 1973                    APPROX. 0.5 KM 3545041.9 |
 OD1659|---------------------------------------------------------------------|
 OD1659
 OD1659                          SUPERSEDED SURVEY CONTROL
 OD1659
 OD1659  NAD 83(1996)-  43 01 19.66499(N)    073 55 34.30861(W) AD(       ) 2
 OD1659  NAD 83(1992)-  43 01 19.66577(N)    073 55 34.30857(W) AD(       ) 2
 OD1659  NAD 83(1986)-  43 01 19.66621(N)    073 55 34.30804(W) AD(       ) 2
 OD1659  NAD 27      -  43 01 19.39705(N)    073 55 35.85962(W) AD(       ) 2
 OD1659  NGVD 29 (07/19/86)  164.8    (m)          541.     (f) VERT ANG       
 OD1659
 OD1659.Superseded values are not recommended for survey control.
 OD1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1659.See file dsdata.txt to determine how the superseded data were derived.
 OD1659
 OD1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8749363832(NAD 83)
 OD1659_MARKER: DD = SURVEY DISK
 OD1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1659
 OD1659  HISTORY     - Date     Condition        Report By
 OD1659  HISTORY     - 1973     MONUMENTED       NY-091
 OD1659
 OD1659                          STATION DESCRIPTION
 OD1659
 OD1659'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1659'THE STATION IS LOCATED 1.0 MILE SOUTH OF WEST MILTON, 4.5 MILES
 OD1659'NORTHWEST OF BALLSTON SPA, AND 3.0 MILES SOUTH OF ROCK CITY
 OD1659'FALLS IN THE TOWNSHIP OF MILTON.
 OD1659'
 OD1659'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 OD1659'BALLSTON SPA GO WEST ON STATE HIGHWAY 67 FOR 3.7 MILES TO A
 OD1659'T-INTERSECTION OF PAISLEY ROAD.  TURN RIGHT AND GO NORTH ON
 OD1659'PAISLEY ROAD FOR 1.75 MILES TO AZIMUTH MARK BHA-1 (SACGS) ON
 OD1659'LEFT.  CONTINUE NORTH ON PAISLEY ROAD FOR 0.20 MILE TO STATION ON
 OD1659'LEFT.
 OD1659'
 OD1659'TO REACH AZIMUTH MARK BHA-2 (SACGS) FROM THE STATION, CONTINUE
 OD1659'NORTH ON PAISLEY ROAD FOR 0.25 MILE TO MARK ON RIGHT.
 OD1659'
 OD1659'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1659'SURVEY STAMPED BHA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1659'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 OD1659'ABOVE THE GROUND.  IT IS LOCATED 44.2 FEET SOUTHWEST OF POLE NM
 OD1659'22, 50.5 FEET NORTHWEST OF AN 8-INCH CHERRY TREE BOTH ON THE
 OD1659'EAST SIDE OF PAISLEY ROAD, 24.5 FEET SOUTHEAST OF A 32-INCH ELM
 OD1659'TREE, 20.7 FEET NORTHEAST OF POLE NM 22/1 BOTH ON THE WEST
 OD1659'SIDE OF PAISLEY ROAD AND 14.1 FEET WEST OF THE CENTERLINE OF
 OD1659'PAISLEY ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1659'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1659'
 OD1659'AZIMUTH MARK, BHA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1659'COUNTY GEODETIC SURVEY STAMPED BHA-1.  IT IS SET IN THE TOP OF A
 OD1659'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1659'THE GROUND.  IT IS LOCATED 43.0 FEET NORTH OF THE CENTER OF THE
 OD1659'WEST END OF A HEADWALL, 54.0 FEET NORTHWEST OF THE CENTER OF THE
 OD1659'EAST END OF THE AFOREMENTIONED CULVERT, 58.9 FEET SOUTHWEST OF
 OD1659'A 20-INCH ASH TREE ON THE EAST SIDE OF PAISLEY ROAD, 19.0 FEET
 OD1659'SOUTHEAST OF AN 18-INCH ASH TREE ON THE WEST SIDE OF PAISLEY
 OD1659'ROAD, AND 12.5 FEET WEST OF THE CENTERLINE OF PAISLEY ROAD.
 OD1659'
 OD1659'AZIMUTH MARK BHA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1659'COUNTY GEODETIC SURVEY STAMPED BHA-2.  IT IS SET IN THE TOP OF
 OD1659'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 OD1659'ABOVE THE GROUND.  IT IS LOCATED 56.8 FEET SOUTH OF POLE 16 1/2,
 OD1659'43.2 FEET NORTH OF POLE 17 BOTH ON THE EAST SIDE OF PAISLEY
 OD1659'ROAD, 53.7 FEET SOUTHEAST OF 12-INCH DOUBLE LOCUST TREES, 118.4
 OD1659'FEET SOUTHEAST OF A 24-INCH MAPLE TREE BOTH ON THE WEST SIDE OF
 OD1659'PAISLEY ROAD AND 14.9 FEET EAST OF THE CENTERLINE OF PAISLEY
 OD1659'ROAD.
 OD1659'
 OD1659'HEIGHT OF LIGHT ABOVE STATION MARK 1.12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1658 ***********************************************************************
 OD1658  DESIGNATION -  BHA 2 SACGS 1973
 OD1658  PID         -  OD1658
 OD1658  STATE/COUNTY-  NY/SARATOGA
 OD1658  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1658
 OD1658                         *CURRENT SURVEY CONTROL
 OD1658  ___________________________________________________________________
 OD1658* NAD 83(1996)-  43 01 36.58936(N)    073 55 36.38957(W)     ADJUSTED  
 OD1658* NAVD 88     -       143.4    (meters)     470.     (feet)  VERTCON   
 OD1658  ___________________________________________________________________
 OD1658  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 OD1658  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OD1658
 OD1658  HORZ ORDER  -  SECOND
 OD1658
 OD1658.The horizontal coordinates were established by classical geodetic methods
 OD1658.and adjusted by the National Geodetic Survey in January 1999..
 OD1658
 OD1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1658
 OD1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1658
 OD1658.The geoid height was determined by GEOID03.
 OD1658
 OD1658;                    North         East     Units Scale Factor Converg.
 OD1658;SPC NY E     -   465,811.771   196,716.371   MT  0.99992684   +0 23 28.1
 OD1658;SPC NY E     - 1,528,250.79    645,393.63   sFT  0.99992684   +0 23 28.1
 OD1658;UTM  18      - 4,764,353.090   587,439.100   MT  0.99969405   +0 43 56.5
 OD1658
 OD1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1658!SPC NY E     -   0.99998232  x   0.99992684  =   0.99990916
 OD1658!UTM  18      -   0.99998232  x   0.99969405  =   0.99967637
 OD1658
 OD1658:                Primary Azimuth Mark                     Grid Az
 OD1658:SPC NY E     -  BHA                                      174 27 12.3
 OD1658:UTM  18      -  BHA                                      174 06 43.9
 OD1658
 OD1658|---------------------------------------------------------------------|
 OD1658| PID    Reference Object                     Distance      Geod. Az  |
 OD1658|                                                           dddmmss.s |
 OD1658| OD1659 BHA                                 APPROX. 0.5 KM 1745040.4 |
 OD1658| OD1657 BHB 1                               101.536 METERS 33626     |
 OD1658|---------------------------------------------------------------------|
 OD1658
 OD1658                          SUPERSEDED SURVEY CONTROL
 OD1658
 OD1658  NAD 83(1996)-  43 01 36.59272(N)    073 55 36.39011(W) AD(       ) 2
 OD1658  NAD 83(1992)-  43 01 36.59349(N)    073 55 36.39009(W) AD(       ) 2
 OD1658  NAD 83(1986)-  43 01 36.59392(N)    073 55 36.38956(W) AD(       ) 2
 OD1658  NAD 27      -  43 01 36.32487(N)    073 55 37.94093(W) AD(       ) 2
 OD1658  NGVD 29 (07/19/86)  143.6    (m)          471.     (f) VERT ANG       
 OD1658
 OD1658.Superseded values are not recommended for survey control.
 OD1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1658.See file dsdata.txt to determine how the superseded data were derived.
 OD1658
 OD1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8743964353(NAD 83)
 OD1658_MARKER: DD = SURVEY DISK
 OD1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1658+STABILITY: SURFACE MOTION
 OD1658
 OD1658  HISTORY     - Date     Condition        Report By
 OD1658  HISTORY     - 1973     MONUMENTED       NY-091
 OD1658
 OD1658                          STATION DESCRIPTION
 OD1658
 OD1658'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1658'STATION BHA SACGS IS LOCATED 1.0 MILE SOUTH OF WEST MILTON, 4.5 MILES
 OD1658'NORTHWEST OF BALLSTON SPA, AND 3.0 MILES SOUTH OF ROCK CITY
 OD1658'FALLS IN THE TOWNSHIP OF MILTON.
 OD1658'
 OD1658'TO REACH STATION BHA SACGS FROM THE COUNTY MUNICIPAL CENTER IN
 OD1658'BALLSTON SPA GO WEST ON STATE HIGHWAY 67 FOR 3.7 MILES TO A
 OD1658'T-INTERSECTION OF PAISLEY ROAD.  CONTINUE NORTH ON PAISLEY ROAD FOR
 OD1658'0.20 MILE TO STATION ON LEFT.
 OD1658'
 OD1658'TO REACH AZIMUTH MARK BHA-2 (SACGS) FROM THE STATION, CONTINUE
 OD1658'NORTH ON PAISLEY ROAD FOR 0.25 MILE TO MARK ON RIGHT.
 OD1658'
 OD1658'AZIMUTH MARK BHA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1658'COUNTY GEODETIC SURVEY STAMPED BHA-2.  IT IS SET IN THE TOP OF
 OD1658'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 OD1658'ABOVE THE GROUND.  IT IS LOCATED 56.8 FEET SOUTH OF POLE 16 1/2,
 OD1658'43.2 FEET NORTH OF POLE 17 BOTH ON THE EAST SIDE OF PAISLEY
 OD1658'ROAD, 53.7 FEET SOUTHEAST OF 12-INCH DOUBLE LOCUST TREES, 118.4
 OD1658'FEET SOUTHEAST OF A 24-INCH MAPLE TREE BOTH ON THE WEST SIDE OF
 OD1658'PAISLEY ROAD AND 14.9 FEET EAST OF THE CENTERLINE OF PAISLEY
 OD1658'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1657 ***********************************************************************
 OD1657  DESIGNATION -  BHB 1
 OD1657  PID         -  OD1657
 OD1657  STATE/COUNTY-  NY/SARATOGA
 OD1657  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1657
 OD1657                         *CURRENT SURVEY CONTROL
 OD1657  ___________________________________________________________________
 OD1657* NAD 83(1996)-  43 01 39.60525(N)    073 55 38.18256(W)     ADJUSTED  
 OD1657* NAVD 88     -       137.8    (meters)     452.     (feet)  VERTCON   
 OD1657  ___________________________________________________________________
 OD1657  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OD1657  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OD1657
 OD1657  HORZ ORDER  -  SECOND
 OD1657
 OD1657.The horizontal coordinates were established by classical geodetic methods
 OD1657.and adjusted by the National Geodetic Survey in January 1999..
 OD1657
 OD1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1657
 OD1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1657
 OD1657.The geoid height was determined by GEOID03.
 OD1657
 OD1657;                    North         East     Units Scale Factor Converg.
 OD1657;SPC NY E     -   465,904.553   196,675.146   MT  0.99992679   +0 23 26.9
 OD1657;SPC NY E     - 1,528,555.19    645,258.37   sFT  0.99992679   +0 23 26.9
 OD1657;UTM  18      - 4,764,445.604   587,397.333   MT  0.99969396   +0 43 55.3
 OD1657
 OD1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1657!SPC NY E     -   0.99998320  x   0.99992679  =   0.99990999
 OD1657!UTM  18      -   0.99998320  x   0.99969396  =   0.99967716
 OD1657
 OD1657|---------------------------------------------------------------------|
 OD1657| PID    Reference Object                     Distance      Geod. Az  |
 OD1657|                                                           dddmmss.s |
 OD1657| OD1658 BHA 2 SACGS 1973                    101.536 METERS 15626     |
 OD1657| OD1655 BHB RESET                           427.497 METERS 2293921.7 |
 OD1657|---------------------------------------------------------------------|
 OD1657
 OD1657                          SUPERSEDED SURVEY CONTROL
 OD1657
 OD1657  NAD 83(1996)-  43 01 39.60861(N)    073 55 38.18310(W) AD(       ) 2
 OD1657  NAD 83(1992)-  43 01 39.60938(N)    073 55 38.18307(W) AD(       ) 2
 OD1657  NAD 83(1986)-  43 01 39.60980(N)    073 55 38.18255(W) AD(       ) 2
 OD1657  NAD 27      -  43 01 39.34085(N)    073 55 39.73390(W) AD(       ) 2
 OD1657  NGVD 29 (07/19/86)  138.0    (m)          453.     (f) VERT ANG       
 OD1657
 OD1657.Superseded values are not recommended for survey control.
 OD1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1657.See file dsdata.txt to determine how the superseded data were derived.
 OD1657
 OD1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8739764446(NAD 83)
 OD1657_MARKER: DD = SURVEY DISK
 OD1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1657_STAMPING: BHB 1
 OD1657_MARK LOGO: NY-091
 OD1657_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1657
 OD1657  HISTORY     - Date     Condition        Report By
 OD1657  HISTORY     - 1973     MONUMENTED       NY-091
 OD1657  HISTORY     - 19831201 GOOD             NGS
 OD1657
 OD1657                          STATION DESCRIPTION
 OD1657
 OD1657'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 OD1657'STATION BHB SACGS IS LOCATED 1.0 MILE SOUTHWEST OF WEST MILTON, 4.5
 OD1657'MILES NORTHWEST OF BALLSTON SPA, 5.5 MILES EAST OF GALWAY, IN THE
 OD1657'TOWNSHIP OF MILTON.
 OD1657'
 OD1657'TO REACH STATION BHB SACGS FROM THE COUNTY MUNICIPAL CENTER IN
 OD1657'BALLSTON SPA GO WEST ON STATE HIGHWAY 67 FOR 3.7 MILES TO THE
 OD1657'T-INTERSECTION OF PAISLEY ROAD ON RIGHT.  TURN RIGHT AND GO NORTH
 OD1657'ON PAISLEY ROAD FOR 2.35 MILES TO THE Y-INTERSECTION OF COUNTY
 OD1657'HIGHWAY 45 (GALWAY ROAD).  TURN LEFT AND GO WEST ON COUNTY
 OD1657'HIGHWAY 45 FOR 0.05 MILE TO AZIMUTH MARK, BHB-1 (SACGS), ON
 OD1657'LEFT.  CONTINUE WEST ON COUNTY HIGHWAY 45 FOR 0.20 MILE TO
 OD1657'STATION ON LEFT.
 OD1657'
 OD1657'AZIMUTH MARK, BHB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1657'COUNTY GEODETIC SURVEY STAMPED BHB-1.  IT IS SET IN THE TOP OF A
 OD1657'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1657'ABOVE THE GROUND.  IT IS LOCATED 132.1 FEET SOUTHWEST OF POLE
 OD1657'326, NYT 3, 70.5 FEET SOUTHWEST OF 24-INCH MAPLE TREE, 18.9
 OD1657'FEET SOUTHWEST OF POLE NYT 4, 12.2 FEET NORTHWEST OF GUY WIRE
 OD1657'ATTACHED TO SAID POLE, AND 24.5 FEET SOUTHEAST OF CENTERLINE OF
 OD1657'COUNTY HIGHWAY 45 (GALWAY ROAD).
 OD1657
 OD1657                          STATION RECOVERY (1983)
 OD1657
 OD1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OD1657'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OD1657'STAMPED--BHB 1--, SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE
 OD1657'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 40.2 METERS (131.9
 OD1657'FT) SOUTHWEST FROM POWERLINE POLE NUMBER 326 NYT 3.  21.5 METERS (70.5
 OD1657'FT) SOUTHWEST FROM A 24-INCH MAPLE TREE, 5.8 METERS (19.0 FT)
 OD1657'SOUTHWEST FROM POWERLINE POLE NUMBER 4.  3.7 METERS (12.1 FT)
 OD1657'NORTHWEST FROM GUY WIRE ATTACHED TO POLE NUMBER 4, 7.5 METERS (24.6
 OD1657'FT) SOUTHEAST FROM THE CENTER OF GALWAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1655 ***********************************************************************
 OD1655  DESIGNATION -  BHB RESET
 OD1655  PID         -  OD1655
 OD1655  STATE/COUNTY-  NY/SARATOGA
 OD1655  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1655
 OD1655                         *CURRENT SURVEY CONTROL
 OD1655  ___________________________________________________________________
 OD1655* NAD 83(1996)-  43 01 30.63683(N)    073 55 52.57352(W)     ADJUSTED  
 OD1655* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 OD1655  ___________________________________________________________________
 OD1655  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OD1655  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OD1655
 OD1655  HORZ ORDER  -  SECOND
 OD1655
 OD1655.The horizontal coordinates were established by classical geodetic methods
 OD1655.and adjusted by the National Geodetic Survey in January 1999..
 OD1655
 OD1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1655
 OD1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1655
 OD1655.The geoid height was determined by GEOID03.
 OD1655
 OD1655;                    North         East     Units Scale Factor Converg.
 OD1655;SPC NY E     -   465,625.607   196,351.239   MT  0.99992642   +0 23 17.0
 OD1655;SPC NY E     - 1,527,640.01    644,195.69   sFT  0.99992642   +0 23 17.0
 OD1655;UTM  18      - 4,764,164.799   587,075.168   MT  0.99969327   +0 43 45.3
 OD1655
 OD1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1655!SPC NY E     -   0.99998345  x   0.99992642  =   0.99990987
 OD1655!UTM  18      -   0.99998345  x   0.99969327  =   0.99967672
 OD1655
 OD1655:                Primary Azimuth Mark                     Grid Az
 OD1655:SPC NY E     -  BHB 1                                    049 15 54.8
 OD1655:UTM  18      -  BHB 1                                    048 55 26.5
 OD1655
 OD1655|---------------------------------------------------------------------|
 OD1655| PID    Reference Object                     Distance      Geod. Az  |
 OD1655|                                                           dddmmss.s |
 OD1655| OD1657 BHB 1                               427.497 METERS 0493911.8 |
 OD1655| OD1656 ELHOFF                              479.492 METERS 1610156.0 |
 OD1655| OD1653 BHC RESET                           285.609 METERS 23210     |
 OD1655|---------------------------------------------------------------------|
 OD1655
 OD1655                          SUPERSEDED SURVEY CONTROL
 OD1655
 OD1655  NAD 83(1996)-  43 01 30.64020(N)    073 55 52.57407(W) AD(       ) 2
 OD1655  NAD 83(1992)-  43 01 30.64097(N)    073 55 52.57404(W) AD(       ) 2
 OD1655  NAD 83(1986)-  43 01 30.64138(N)    073 55 52.57351(W) AD(       ) 2
 OD1655  NAD 27      -  43 01 30.37232(N)    073 55 54.12443(W) AD(       ) 2
 OD1655  NGVD 29 (07/19/86)  136.4    (m)          448.     (f) VERT ANG       
 OD1655
 OD1655.Superseded values are not recommended for survey control.
 OD1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1655.See file dsdata.txt to determine how the superseded data were derived.
 OD1655
 OD1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8707564165(NAD 83)
 OD1655_MARKER: DD = SURVEY DISK
 OD1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1655_STAMPING: BHB 1973 1982
 OD1655_MARK LOGO: NY-091
 OD1655_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1655+STABILITY: SURFACE MOTION
 OD1655
 OD1655  HISTORY     - Date     Condition        Report By
 OD1655  HISTORY     - 1983     MONUMENTED       NGS
 OD1655
 OD1655                          STATION DESCRIPTION
 OD1655
 OD1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OD1655'THE STATION MARK WAS RECOVERED WITH THE TOP PORTION OF THE MONUMENT
 OD1655'BROKE OFF.  THE BOTTOM PORTION OF THE MONUMENT WAS REMOVED AND THE
 OD1655'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE BOTTOM PORTION OF
 OD1655'THE MONUMENT WAS SET BACK IN THE GROUND AND A NEW SURFACE MARK DISK
 OD1655'WAS SET IN THE TOP OF THE MONUMENT DIRECTLY OVER THE UNDERGROUND DISK.
 OD1655'THE MARK WAS LEFT 12-INCHES UNDERGROUND TO PROTECT IT FROM THE ROAD
 OD1655'GRADERS.  THE MARK USED AS THE AZIMUTH MARK, BHB-1 SACGS WAS RECOVERED
 OD1655'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. NOTE-STATION BHC SACGS
 OD1655'WAS ALSO RESET OVER THE UNDERGROUND MARK AND THE DIRECTION FROM BHC TO
 OD1655'BHB 1 FAILED TO CHECK BY 24.8 SECONDS HIGHER.
 OD1655'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) EAST OF GALWAY, 7.2 KM
 OD1655'(4.45 MI) NORTHWEST OF BALLSTON SPA AND 1.6 KM (1.00 MI) SOUTHWEST OF
 OD1655'WEST MILTON.  IT IS IN THE TOWNSHIP OF MILTON.  TO REACH THE STATION
 OD1655'FROM THE MUNICIPAL BUILDING IN BALLSTON SPA, 0.2 KM (0.10 MI) WEST OF
 OD1655'THE JUNCTION OF STATE HIGHWAYS 50 AND 67, GO WESTON HIGHWAY 67 FOR 6.0
 OD1655'KM (3.70 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON PAISLEY
 OD1655'ROAD FOR 3.8 KM (2.35 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 OD1655'GALWAY ROAD FOR 0.1 KM (0.05 MI) TO BHB-1 SACGS ON THE LEFT.  CONTINUE
 OD1655'WEST ON GALWAY ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT,
 OD1655'ACROSS THE ROAD FROM A HOUSE.
 OD1655'THE STATION IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BHB
 OD1655'1973 1982--, SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE
 OD1655'MONUMENT THAT IS 30 CM (12 INCHES) UNDERGROUND.  LOCATED 76.2 METERS
 OD1655'(250.0 FT) NORTHEAST FROM POWERLINE POLE NUMBER 3.  66.6 METERS (218.5
 OD1655'FT) SOUTHWEST FROM POWERLINE POLE NUMBER 8.  18.0 METERS (59.1 FT)
 OD1655'SOUTHEAST FROM POWERLINE POLE NUMBER 9.  THE UNDERGROUND MARK IS A
 OD1655'STANDARD SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BHB--, SET INTO
 OD1655'AN IRREGULAR MASS OF CONCRETE, 1.2 METERS (4.0 FT) BELOW THE SURFACE.
 OD1655'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OD1655'STAMPED--BHB 1--, SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE
 OD1655'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 40.2 METERS (131.9
 OD1655'FT) SOUTHWEST FROM POWERLINE POLE NUMBER 326 NYT 3.  21.5 METERS (70.5
 OD1655'FT) SOUTHWEST FROM A 24-INCH MAPLE TREE, 5.8 METERS (19.0 FT)
 OD1655'SOUTHWEST FROM POWERLINE POLE NUMBER 4.  3.7 METERS (12.1 FT)
 OD1655'NORTHWEST FROM GUY WIRE ATTACHED TO POLE NUMBER 4, 7.5 METERS (24.6
 OD1655'FT) SOUTHEAST FROM THE CENTER OF GALWAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1653 ***********************************************************************
 OD1653  DESIGNATION -  BHC RESET
 OD1653  PID         -  OD1653
 OD1653  STATE/COUNTY-  NY/SARATOGA
 OD1653  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1653
 OD1653                         *CURRENT SURVEY CONTROL
 OD1653  ___________________________________________________________________
 OD1653* NAD 83(1996)-  43 01 24.96020(N)    073 56 02.53668(W)     ADJUSTED  
 OD1653* NAVD 88     -       136.6    (meters)     448.     (feet)  VERTCON   
 OD1653  ___________________________________________________________________
 OD1653  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 OD1653  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 OD1653
 OD1653  HORZ ORDER  -  SECOND
 OD1653
 OD1653.The horizontal coordinates were established by classical geodetic methods
 OD1653.and adjusted by the National Geodetic Survey in January 1999..
 OD1653
 OD1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1653
 OD1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1653
 OD1653.The geoid height was determined by GEOID03.
 OD1653
 OD1653;                    North         East     Units Scale Factor Converg.
 OD1653;SPC NY E     -   465,448.924   196,126.866   MT  0.99992617   +0 23 10.2
 OD1653;SPC NY E     - 1,527,060.34    643,459.56   sFT  0.99992617   +0 23 10.2
 OD1653;UTM  18      - 4,763,986.824   586,851.903   MT  0.99969280   +0 43 38.5
 OD1653
 OD1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1653!SPC NY E     -   0.99998339  x   0.99992617  =   0.99990956
 OD1653!UTM  18      -   0.99998339  x   0.99969280  =   0.99967619
 OD1653
 OD1653|---------------------------------------------------------------------|
 OD1653| PID    Reference Object                     Distance      Geod. Az  |
 OD1653|                                                           dddmmss.s |
 OD1653| OD1655 BHB RESET                           285.609 METERS 05210     |
 OD1653| OD1656 ELHOFF                              472.159 METERS 1260641.6 |
 OD1653| AI8450 BHC 1                                              2343423.1 |
 OD1653|---------------------------------------------------------------------|
 OD1653
 OD1653                          SUPERSEDED SURVEY CONTROL
 OD1653
 OD1653  NAD 83(1996)-  43 01 24.96357(N)    073 56 02.53724(W) AD(       ) 2
 OD1653  NAD 83(1992)-  43 01 24.96434(N)    073 56 02.53720(W) AD(       ) 2
 OD1653  NAD 83(1986)-  43 01 24.96476(N)    073 56 02.53665(W) AD(       ) 2
 OD1653  NAD 27      -  43 01 24.69563(N)    073 56 04.08727(W) AD(       ) 2
 OD1653  NGVD 29 (07/19/86)  136.8    (m)          449.     (f) VERT ANG       
 OD1653
 OD1653.Superseded values are not recommended for survey control.
 OD1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1653.See file dsdata.txt to determine how the superseded data were derived.
 OD1653
 OD1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8685263987(NAD 83)
 OD1653_MARKER: DD = SURVEY DISK
 OD1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1653_STAMPING: BHC 1973 1983
 OD1653_MARK LOGO: NY-091
 OD1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1653+STABILITY: SURFACE MOTION
 OD1653
 OD1653  HISTORY     - Date     Condition        Report By
 OD1653  HISTORY     - 1983     MONUMENTED       NGS
 OD1653
 OD1653                          STATION DESCRIPTION
 OD1653
 OD1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OD1653'THE STATION MARK WAS RECOVERED TILTED OVER, PROBABLY HIT BY A SNOW
 OD1653'PLOW, IN 1982.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. THE
 OD1653'STATION MARK WAS RESET OVER THE UNDERGROUND MARK IN 1983. STATION BHB
 OD1653'SACGS WAS ALSO RESET OVER THE UNDERGROUND MARK IN 1982. A LOWER IN
 OD1653'DIRECTION OF 16 SECONDS WAS NOTED ON THE LINES BHC 1 SACGS 1973 1982 A
 OD1653'NEW DESCRIPTION FOLLOWS.
 OD1653'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF GALWAY, 7.2 KM
 OD1653'(4.45 MI) NORTHWEST OF BALLSTON SPA AND ON THE SHOULDER OF GALWAY
 OD1653'ROAD.  TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN BALLSTON
 OD1653'SPA, 0.2 KM (0.10 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 50 AND
 OD1653'67, GO WEST ON HIGHWAY 67 FOR 6.0 KM (3.70 MI) TO A SIDE ROAD RIGHT.
 OD1653'TURN RIGHT AND GO NORTH ON PAISLEY ROAD FOR 3.8 KM (2.35 MI) TO A
 OD1653'CROSSROAD.  TURN LEFT AND GO WEST ON GALLWAY ROAD FOR 0.8 KM (0.50 MI)
 OD1653'TO THE MARK ON THE LEFT.
 OD1653'THE STATION IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED --BHC
 OD1653'1973 1983--, SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
 OD1653'MONUMEMT THAT IS 10 CM (4-INCHES) UNDERGROUND.  LOCATED 39.6 METERS
 OD1653'(129.9 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A CONCRETE
 OD1653'HEADWALL. 29.0 METERS (95.1 FT) NORTHEAST FROM POWEERLINE POLE NUMBER
 OD1653'5.  23.9 METERS (78.4 FT) SOUTHWEST FROM TELEPHONE POLE NUMBER 12 AND
 OD1653'22.9 METERS (75.1 FT) EAST-NORTHEAST FROM THE EXTENDED CENTER OF A
 OD1653'DRIVEWAY ON THE NORTH SIDE OF ROAD, 5.0 METERS (16.4 FT)
 OD1653'SOUTH-SOUTHEAST FROM THE CENTER OF GALWAY ROAD.  5.3 NORTH-NORTHWEST
 OD1653'FROM A CARSONITE WITNESS POST, AN IRREGULAR MASS OF CONCRETE 4 FEET,
 OD1653'(1.2 M) 1.2 METERS (3.9 FT) BELOW THE SURFACE. THE UNDERGROUND MARK IS
 OD1653'A STANDARD SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BHC--, SET
 OD1653'INTO AN IRREGULAR MASS OF CONCRETE, 1.2 METERS (4.0 FT) BELOW THE
 OD1653'SURFACE.
 OD1653'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 OD1653'STAMPED--BHC 1--, SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
 OD1653'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 14.0 METERS (45.9 FT)
 OD1653'SOUTH FROM THE CENTER OF GALWAY ROAD.  10.5 METERS (34.4 FT) NORTH
 OD1653'FROM A 36-INCH WHITE PINE TREE.  6.4 METERS (21.0 FT) EAST FROM THE
 OD1653'CENTER OF FINLEY ROAD AND 5.6 METERS (18.4 FT) NORTHWEST FROM
 OD1653'TELEPHONE POLE NUMBER 18.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 OD1653'GO WEST ON GALWAY ROAD FOR 0.5 KM (0.30 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1643 ***********************************************************************
 OD1643  DESIGNATION -  BHD
 OD1643  PID         -  OD1643
 OD1643  STATE/COUNTY-  NY/SARATOGA
 OD1643  USGS QUAD   -  MIDDLE GROVE (1967)
 OD1643
 OD1643                         *CURRENT SURVEY CONTROL
 OD1643  ___________________________________________________________________
 OD1643* NAD 83(1996)-  43 03 23.53424(N)    073 59 26.45183(W)     ADJUSTED  
 OD1643* NAVD 88     -       256.7    (meters)     842.     (feet)  VERTCON   
 OD1643  ___________________________________________________________________
 OD1643  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 OD1643  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 OD1643
 OD1643  HORZ ORDER  -  SECOND
 OD1643
 OD1643.The horizontal coordinates were established by classical geodetic methods
 OD1643.and adjusted by the National Geodetic Survey in January 1999..
 OD1643
 OD1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1643
 OD1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1643
 OD1643.The geoid height was determined by GEOID03.
 OD1643
 OD1643;                    North         East     Units Scale Factor Converg.
 OD1643;SPC NY E     -   469,078.123   191,488.150   MT  0.99992117   +0 20 51.8
 OD1643;SPC NY E     - 1,538,967.14    628,240.71   sFT  0.99992117   +0 20 51.8
 OD1643;UTM  18      - 4,767,587.479   582,192.750   MT  0.99968311   +0 41 20.8
 OD1643
 OD1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1643!SPC NY E     -   0.99996454  x   0.99992117  =   0.99988571
 OD1643!UTM  18      -   0.99996454  x   0.99968311  =   0.99964766
 OD1643
 OD1643:                Primary Azimuth Mark                     Grid Az
 OD1643:SPC NY E     -  BHD 1                                    048 32 09.1
 OD1643:UTM  18      -  BHD 1                                    048 11 40.1
 OD1643
 OD1643|---------------------------------------------------------------------|
 OD1643| PID    Reference Object                     Distance      Geod. Az  |
 OD1643|                                                           dddmmss.s |
 OD1643| DA3022 BHD 1                                              0485300.9 |
 OD1643| OD1642 BHD A SACGS 1973                      9.252 METERS 17352     |
 OD1643| DA3023 BHD 2                                              2424540.5 |
 OD1643|---------------------------------------------------------------------|
 OD1643
 OD1643                          SUPERSEDED SURVEY CONTROL
 OD1643
 OD1643  NAD 83(1996)-  43 03 23.53776(N)    073 59 26.45223(W) AD(       ) 2
 OD1643  NAD 83(1992)-  43 03 23.53850(N)    073 59 26.45224(W) AD(       ) 2
 OD1643  NAD 83(1986)-  43 03 23.53896(N)    073 59 26.45188(W) AD(       ) 2
 OD1643  NAD 27      -  43 03 23.27103(N)    073 59 27.99537(W) AD(       ) 2
 OD1643  NGVD 29 (07/19/86)  256.8    (m)          843.     (f) VERT ANG       
 OD1643
 OD1643.Superseded values are not recommended for survey control.
 OD1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1643.See file dsdata.txt to determine how the superseded data were derived.
 OD1643
 OD1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8219367587(NAD 83)
 OD1643_MARKER: DD = SURVEY DISK
 OD1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1643
 OD1643  HISTORY     - Date     Condition        Report By
 OD1643  HISTORY     - 1973     MONUMENTED       NY-091
 OD1643
 OD1643                          STATION DESCRIPTION
 OD1643
 OD1643'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1643'THE STATION IS LOCATED 1.0 MILE SOUTH OF EAST GALWAY, 4.0 MILES
 OD1643'WEST OF ROCK CITY FALLS, AND 3.5 MILES NORTHEAST OF GALWAY IN THE
 OD1643'TOWNSHIP OF GALWAY.
 OD1643'
 OD1643'TO REACH THE STATION FROM GALWAY TOWN HALL GO EAST ON COUNTY
 OD1643'HIGHWAY 45 (BALLSTON ROAD) FOR 1.7 MILES TO THE INTERSECTION OF
 OD1643'COUNTY HIGHWAY 52 (JOCKEY STREET).  TURN LEFT AND GO NORTH ON
 OD1643'COUNTY HIGHWAY 52 FOR 2.5 MILES TO THE Y-INTERSECTION OF
 OD1643'HERMANCE ROAD ON LEFT AND AZIMUTH MARK BHD-2 (SACGS) ON
 OD1643'LEFT.  CONTINUE NORTH ON COUNTY HIGHWAY 52 FOR 0.15 MILE TO
 OD1643'STATION ON RIGHT.
 OD1643'
 OD1643'TO REACH AZIMUTH MARK BHD-1 (SACGS) FROM THE STATION CONTINUE
 OD1643'NORTH ON COUNTY HIGHWAY 52 FOR 0.35 MILE TO T-INTERSECTION OF
 OD1643'SHAW ROAD.  TURN RIGHT AND GO EAST ON SHAW ROAD FOR 0.10 MILE
 OD1643'TO JUNCTION OF BAPTIST HILL ROAD ON RIGHT.  TURN RIGHT AND GO
 OD1643'SOUTHEAST ON BAPTIST HILL ROAD FOR 0.05 MILE TO MARK ON LEFT.
 OD1643'
 OD1643'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1643'SURVEY STAMPED BHD.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1643'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW THE
 OD1643'GROUND.  IT IS LOCATED 163.5 FEET EAST OF THE CENTER OF THE
 OD1643'NORTHWEST END OF A HEADWALL, 160.0 FEET NORTHEAST OF THE CENTER
 OD1643'OF THE SOUTHEAST END OF THE AFOREMENTIONED HEADWALL, 31.8 FEET
 OD1643'SOUTH OF A ROAD SIGN ON THE NORTHWEST SIDE OF COUNTY HIGHWAY
 OD1643'52 AND 13.8 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY
 OD1643'52.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OD1643'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1643'
 OD1643'AZIMUTH MARK, BHD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1643'COUNTY GEODETIC SURVEY STAMPED BHD-1.  IT IS SET IN THE TOP OF
 OD1643'A 12-INCH CYLINDRICAL CONCRETE, MONUMENT SET 0.3 FEET BELOW THE
 OD1643'GROUND.  IT IS LOCATED 58.5 FEET NORTHEAST OF THE CENTER OF THE
 OD1643'WEST END OF A CULVERT, 15.0 FEET NORTHWEST OF THE CENTER OF THE
 OD1643'EAST END OF THE AFOREMENTIONED CULVERT, 47.0 FEET WEST OF A
 OD1643'TELEPHONE JUNCTION BOX ON THE NORTH SIDE OF BAPTIST HILL ROAD,
 OD1643'AND 18.0 FEET NORTHEAST OF THE CENTERLINE OF BAPTIST HILL
 OD1643'ROAD.
 OD1643'
 OD1643'AZIMUTH MARK, BHD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1643'COUNTY GEODETIC SURVEY STAMPED BHD-2.  IT IS SET IN THE TOP OF A
 OD1643'12-INCH CYLINDRICAL CONCRETE MONUMENT 0.3 FEET BELOW THE
 OD1643'GROUND.  IT IS LOCATED 21.8 FEET EAST OF A SIGN POST, 28.5 FEET
 OD1643'SOUTHEAST OF A 14-INCH MAPLE TREE, 23.0 FEET SOUTHWEST OF A
 OD1643'12-INCH APPLE TREE ALL ON THE NORTH SIDE OF HERMANCE ROAD, AND
 OD1643'19.0 FEET NORTH OF THE CENTERLINE OF HERMANCE ROAD.
 OD1643'
 OD1643'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1641 ***********************************************************************
 OD1641  DESIGNATION -  BIA
 OD1641  PID         -  OD1641
 OD1641  STATE/COUNTY-  NY/SARATOGA
 OD1641  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1641
 OD1641                         *CURRENT SURVEY CONTROL
 OD1641  ___________________________________________________________________
 OD1641* NAD 83(1996)-  43 05 10.96436(N)    073 51 46.30562(W)     ADJUSTED  
 OD1641* NAVD 88     -       170.7    (meters)     560.     (feet)  VERTCON   
 OD1641  ___________________________________________________________________
 OD1641  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OD1641  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 OD1641
 OD1641  HORZ ORDER  -  SECOND
 OD1641
 OD1641.The horizontal coordinates were established by classical geodetic methods
 OD1641.and adjusted by the National Geodetic Survey in January 1999..
 OD1641
 OD1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1641
 OD1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1641
 OD1641.The geoid height was determined by GEOID03.
 OD1641
 OD1641;                    North         East     Units Scale Factor Converg.
 OD1641;SPC NY E     -   472,464.163   201,874.844   MT  0.99993309   +0 26 06.9
 OD1641;SPC NY E     - 1,550,076.17    662,317.72   sFT  0.99993309   +0 26 06.9
 OD1641;UTM  18      - 4,771,034.563   592,556.664   MT  0.99970538   +0 46 36.6
 OD1641
 OD1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1641!SPC NY E     -   0.99997801  x   0.99993309  =   0.99991110
 OD1641!UTM  18      -   0.99997801  x   0.99970538  =   0.99968340
 OD1641
 OD1641:                Primary Azimuth Mark                     Grid Az
 OD1641:SPC NY E     -  BIA 2                                    020 00 19.3
 OD1641:UTM  18      -  BIA 2                                    019 39 49.6
 OD1641
 OD1641|---------------------------------------------------------------------|
 OD1641| PID    Reference Object                     Distance      Geod. Az  |
 OD1641|                                                           dddmmss.s |
 OD1641| DA3025 BIA 2                                              0202626.2 |
 OD1641| DA3024 BIA 1                                              2032233.3 |
 OD1641| OD1640 BIA A SACGS 1973                      7.325 METERS 31219     |
 OD1641|---------------------------------------------------------------------|
 OD1641
 OD1641                          SUPERSEDED SURVEY CONTROL
 OD1641
 OD1641  NAD 83(1996)-  43 05 10.96633(N)    073 51 46.30723(W) AD(       ) 2
 OD1641  NAD 83(1996)-  43 05 10.96663(N)    073 51 46.30708(W) AD(       ) 2
 OD1641  NAD 83(1992)-  43 05 10.96786(N)    073 51 46.30654(W) AD(       ) 2
 OD1641  NAD 83(1992)-  43 05 10.96803(N)    073 51 46.30652(W) AD(       ) 2
 OD1641  NAD 83(1986)-  43 05 10.96919(N)    073 51 46.30537(W) AD(       ) 2
 OD1641  NAD 27      -  43 05 10.70182(N)    073 51 47.86346(W) AD(       ) 2
 OD1641  NGVD 29 (07/19/86)  170.9    (m)          561.     (f) VERT ANG       
 OD1641
 OD1641.Superseded values are not recommended for survey control.
 OD1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1641.See file dsdata.txt to determine how the superseded data were derived.
 OD1641
 OD1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9255771035(NAD 83)
 OD1641_MARKER: DD = SURVEY DISK
 OD1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1641
 OD1641  HISTORY     - Date     Condition        Report By
 OD1641  HISTORY     - 1973     MONUMENTED       NY-091
 OD1641  HISTORY     - 20030804 MARK NOT FOUND   USPSQD
 OD1641  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 OD1641  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 OD1641
 OD1641                          STATION DESCRIPTION
 OD1641
 OD1641'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1641'THE STATION IS LOCATED 3.0 MILES EAST OF MIDDLE GROVE, 4.0 MILES
 OD1641'WEST OF SARATOGA SPRINGS, AND 3.0 MILES SOUTHWEST OF GREENFIELD
 OD1641'CENTER IN THE TOWNSHIP OF MILTON.
 OD1641'
 OD1641'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLE GROVE GO
 OD1641'SOUTHEAST ON COUNTY HIGHWAY 12 (LAKE DESOLATION ROAD) FOR 0.05
 OD1641'MILE TO THE T-ROAD INTERSECTION OF COUNTY HIGHWAY 21 (MIDDLE
 OD1641'GROVE ROAD).  TURN LEFT AND GO EAST ON COUNTY HIGHWAY 21 FOR
 OD1641'2.8 MILES TO THE INTERSECTION OF SOUTH GREENFIELD ROAD.  TURN
 OD1641'RIGHT AND GO SOUTH ON SOUTH GREENFIELD ROAD FOR 0.50 MILE TO
 OD1641'AZIMUTH MARK, BIA-2 (SACGS), ON LEFT.  CONTINUE SOUTH ON SOUTH
 OD1641'GREENFIELD ROAD (NORTH MILTON ROAD) FOR 0.15 MILE TO STATION
 OD1641'ON LEFT.
 OD1641'
 OD1641'TO REACH AZIMUTH MARK, BIA-1 (SACGS), FROM THE STATION CONTINUE
 OD1641'SOUTH ON NORTH MILTON ROAD FOR 0.20 MILE TO MARK ON RIGHT.
 OD1641'
 OD1641'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1641'SURVEY STAMPED BIA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1641'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT
 OD1641'ABOVE THE GROUND.  IT IS LOCATED 110.5 FEET SOUTHWEST OF POLE
 OD1641'18, 78.3 FEET NORTH OF POLE 503, NYT 9, 6.5 FEET NORTHWEST OF A
 OD1641'FENCE LINE, ALL ON THE EAST SIDE OF NORTH MILTON ROAD, AND 12.0
 OD1641'FEET SOUTHEAST OF THE CENTERLINE OF NORTH MILTON ROAD.  THE
 OD1641'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1641'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1641'
 OD1641'AZIMUTH MARK, BIA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1641'COUNTY GEODETIC SURVEY STAMPED BIA-1.  IT IS SET IN THE TOP OF
 OD1641'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 OD1641'ABOVE THE GROUND.  IT IS LOCATED 73.1 FEET SOUTHWEST OF A 26-INCH
 OD1641'POPLAR TREE, 41.5 FEET SOUTHWEST OF A 24-INCH MAPLE TREE BOTH
 OD1641'ON THE EAST SIDE OF NORTH MILTON ROAD, 75.8 FEET SOUTHEAST OF
 OD1641'A 10-INCH WHITE PINE TREE ON THE WEST SIDE OF NORTH MILTON
 OD1641'ROAD AND 18.8 FEET WEST OF THE CENTERLINE OF NORTH MILTON
 OD1641'ROAD.
 OD1641'
 OD1641'AZIMUTH MARK, BIA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1641'COUNTY GEODETIC SURVEY STAMPED BIA-2.  IT IS SET IN THE TOP OF A
 OD1641'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1641'GROUND.  IT IS LOCATED 64.0 FEET SOUTH OF POLE 14, 70.3 FEET
 OD1641'NORTHEAST OF POLE 15, BOTH ON THE EAST SIDE OF NORTH MILTON
 OD1641'ROAD, 51.0 FEET NORTHEAST OF A 20-INCH BLAZED LOCUST TREE ON
 OD1641'THE WEST SIDE OF NORTH MILTON ROAD AND 17.3 FEET EAST OF THE
 OD1641'CENTERLINE OF NORTH MILTON ROAD.
 OD1641'
 OD1641'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 OD1641
 OD1641                          STATION RECOVERY (2003)
 OD1641
 OD1641'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1641'MARK NOT FOUND.
 OD1641
 OD1641                          STATION RECOVERY (2004)
 OD1641
 OD1641'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1641'MARK NOT FOUND.
 OD1641
 OD1641                          STATION RECOVERY (2005)
 OD1641
 OD1641'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1087 ***********************************************************************
 OG1087  DESIGNATION -  BIBLE
 OG1087  PID         -  OG1087
 OG1087  STATE/COUNTY-  NY/NIAGARA
 OG1087  USGS QUAD   -  
 OG1087
 OG1087                         *CURRENT SURVEY CONTROL
 OG1087  ___________________________________________________________________
 OG1087* NAD 83(1996)-  43 20 42.61380(N)    078 40 46.72878(W)     ADJUSTED  
 OG1087* NAVD 88     -        91.2    (meters)     299.     (feet)  VERTCON   
 OG1087  ___________________________________________________________________
 OG1087  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OG1087  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG1087
 OG1087  HORZ ORDER  -  THIRD
 OG1087
 OG1087.The horizontal coordinates were established by classical geodetic methods
 OG1087.and adjusted by the National Geodetic Survey in January 1999..
 OG1087
 OG1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1087
 OG1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1087
 OG1087.The geoid height was determined by GEOID03.
 OG1087
 OG1087;                    North         East     Units Scale Factor Converg.
 OG1087;SPC NY W     -   371,519.234   342,191.092   MT  0.99993825   -0 03 58.0
 OG1087;SPC NY W     - 1,218,892.69  1,122,671.94   sFT  0.99993825   -0 03 58.0
 OG1087;UTM  17      - 4,801,761.206   688,069.095   MT  1.00003510   +1 35 35.3
 OG1087
 OG1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1087!SPC NY W     -   0.99999135  x   0.99993825  =   0.99992960
 OG1087!UTM  17      -   0.99999135  x   1.00003510  =   1.00002645
 OG1087
 OG1087                          SUPERSEDED SURVEY CONTROL
 OG1087
 OG1087  NAD 83(1986)-  43 20 42.61939(N)    078 40 46.72943(W) AD(       ) 3
 OG1087  NGVD 29 (05/23/89)   91.4    (m)          300.     (f) VERT ANG       
 OG1087
 OG1087.Superseded values are not recommended for survey control.
 OG1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1087.See file dsdata.txt to determine how the superseded data were derived.
 OG1087
 OG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ8806901761(NAD 83)
 OG1087_MARKER: DE = TRAVERSE STATION DISK
 OG1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG1087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1087+STABILITY: SURFACE MOTION
 OG1087
 OG1087  HISTORY     - Date     Condition        Report By
 OG1087  HISTORY     - 1982     MONUMENTED       NOS
 OG1087
 OG1087                          STATION DESCRIPTION
 OG1087
 OG1087'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1087'THE STATION IS LOCATED EAST OF OLCOTT, NEW YORK ON A HIGH BLUFF
 OG1087'OVERLOOKING LAKE ONTARIO.  THE STATION IS LOCATED ON PRIVATE
 OG1087'PROPERTY OWNED BY THE NIAGARA BIBLE CONFERENCE.  REVEREND
 OG1087'THOMAS BUCKLEY IS THE PRESENT PASTOR AND ADMINISTRATOR AND
 OG1087'SHOULD BE CONTACTED AT HIS OFFICE NEAR THE STATION PRIOR TO THE
 OG1087'STATIONS USE.
 OG1087'
 OG1087'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 18 AND 78
 OG1087'IN OLCOTT GO EAST ON HIGHWAY 18 (LAKE ROAD) FOR 2.9 KILOMETERS
 OG1087'(1.8 MILES) TO A GROUP OF ONE STORY BUILDINGS ON THE LEFT AND
 OG1087'THE AREA OF THE NIAGARA BIBLE CONFERENCE CAMPGROUND.  TURN LEFT
 OG1087'NORTH ONTO THE CAMPGROUNDS ASPHALT DRIVEWAY AND DRIVE NORTH FOR
 OG1087'APPROXIMATELY 150 METERS TO A TEE DRIVEWAY.  TURN RIGHT ONTO A
 OG1087'GRAVEL DRIVE AND CONTINUE ON FOR APPROXIMATELY 30 METERS AND
 OG1087'PARK AND WALK TO THE STATION NEAR THE EDGE OF A HIGH BLUFF ALONG
 OG1087'SIDE OF A 2 AND 1/2 FOOT HIGH CHAIN LINK FENCE.
 OG1087'
 OG1087'THE STATION IS A STANDARD NOS DISK
 OG1087'STAMPED---BIBLE 1982---,
 OG1087'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 CM IN DIAMETER
 OG1087'FLUSH WITH GROUND.  IT IS LOCATED
 OG1087'35.7 METERS (117 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A
 OG1087'LARGE WOOD FRAME CAMP CHURCH,
 OG1087'27.9 METERS (91.5 FT) NORTHWEST FROM THE NORTHWEST
 OG1087'CORNER OF THE SAME CAMP CHURCH,
 OG1087'3.33 METERS (10.6 FT) NORTHWEST FROM A 8 INCH DIAMETER BIRCH TREE,
 OG1087'0.76 METER (2.5 FT) NORTH FROM A 12 INCH DIAMETER BIRCH TREE,
 OG1087'0.64 METER (2.1 FT) SOUTH FROM A 2 AND 1/2 FOOT HIGH CHAIN LINK
 OG1087'FENCE.
 OG1087'
 OG1087'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4443 ***********************************************************************
 LX4443  DESIGNATION -  BIG
 LX4443  PID         -  LX4443
 LX4443  STATE/COUNTY-  NY/ORANGE
 LX4443  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4443
 LX4443                         *CURRENT SURVEY CONTROL
 LX4443  ___________________________________________________________________
 LX4443* NAD 83(1996)-  41 32 17.29565(N)    073 59 56.19652(W)     ADJUSTED  
 LX4443* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX4443  ___________________________________________________________________
 LX4443  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX4443  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX4443
 LX4443  HORZ ORDER  -  SECOND
 LX4443
 LX4443.The horizontal coordinates were established by classical geodetic methods
 LX4443.and adjusted by the National Geodetic Survey in January 1999..
 LX4443
 LX4443.The orthometric height was scaled from a topographic map.
 LX4443
 LX4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4443
 LX4443.The geoid height was determined by GEOID03.
 LX4443
 LX4443;                    North         East     Units Scale Factor Converg.
 LX4443;SPC NY E     -   300,427.905   191,807.630   MT  0.99992150   +0 19 56.2
 LX4443;SPC NY E     -   985,653.88    629,288.87   sFT  0.99992150   +0 19 56.2
 LX4443;UTM  18      - 4,598,981.998   583,502.435   MT  0.99968581   +0 39 49.9
 LX4443
 LX4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4443!SPC NY E     -   1.00000438  x   0.99992150  =   0.99992588
 LX4443!UTM  18      -   1.00000438  x   0.99968581  =   0.99969019
 LX4443
 LX4443:                Primary Azimuth Mark                     Grid Az
 LX4443:SPC NY E     -  CASTLE PT US VET HOSP PWR STK            067 49 32.1
 LX4443:UTM  18      -  CASTLE PT US VET HOSP PWR STK            067 29 38.4
 LX4443
 LX4443|---------------------------------------------------------------------|
 LX4443| PID    Reference Object                     Distance      Geod. Az  |
 LX4443|                                                           dddmmss.s |
 LX4443| LX4454 CASTLE PT US VET HOSP PWR STK       APPROX. 2.3 KM 0680928.3 |
 LX4443| LX4457 CASTLE PT US VET HOSP FLAGPOLE      APPROX. 3.0 KM 0765649.9 |
 LX4443| LX4467 MATTEWAN HOSP FOR INSANE STK        APPROX. 4.7 KM 1170754.7 |
 LX4443| AI9700 BIG RM 1                              2.860 METERS 13613     |
 LX4443| LX4376 MONUMENT                            APPROX. 7.1 KM 1404102.0 |
 LX4443| LX4375 MT BEACON BEACON                    APPROX. 7.0 KM 1420115.3 |
 LX4443| LX4452 BEACON DUTCH REFORMED CH SPIRE      APPROX. 3.9 KM 1562410.5 |
 LX4443| LX4446 FERRY BALL BEACON                   APPROX. 3.8 KM 1665349.0 |
 LX4443| LY2447 NEWBURGH COLDWELL MOWER CO STK      APPROX. 3.2 KM 1903106.4 |
 LX4443| LY2444 NEWBURGH CENT HUDSON GAS STACK      APPROX. 3.9 KM 1914141.3 |
 LX4443| LY2442 NEWBURGH ST PATRICK CATH CH         APPROX. 4.2 KM 1922610.4 |
 LX4443| LY2440 NEWBURGH ST LUKE S HOSP STACK       APPROX. 4.0 KM 1980651.7 |
 LX4443| AI9701 BIG RM 2                             17.490 METERS 27151     |
 LX4443|---------------------------------------------------------------------|
 LX4443
 LX4443                          SUPERSEDED SURVEY CONTROL
 LX4443
 LX4443  NAD 83(1986)-  41 32 17.29779(N)    073 59 56.19877(W) AD(       ) 2
 LX4443  NAD 27      -  41 32 16.96600(N)    073 59 57.69500(W) AD(       ) 2
 LX4443
 LX4443.Superseded values are not recommended for survey control.
 LX4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4443.See file dsdata.txt to determine how the superseded data were derived.
 LX4443
 LX4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8350298982(NAD 83)
 LX4443_MARKER: DS = TRIANGULATION STATION DISK
 LX4443_SETTING: 66 = SET IN ROCK OUTCROP
 LX4443_STAMPING: BIG 1933
 LX4443_MARK LOGO: CGS   
 LX4443_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4443+STABILITY: POSITION/ELEVATION WELL
 LX4443
 LX4443  HISTORY     - Date     Condition        Report By
 LX4443  HISTORY     - 1933     MONUMENTED       CGS
 LX4443  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX4443  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX4443  HISTORY     - 19840220 GOOD             NGS
 LX4443
 LX4443                          STATION DESCRIPTION
 LX4443
 LX4443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4443'THIS STATION IS ON THE W SIDE OF THE HUDSON RIVER ABOUT 2.3
 LX4443'MILES N OF THE NEWBURGH-BEACON FERRY SLIP, AND ON THE FIRST
 LX4443'PROMINENT POINT N OF NEWBURGH.  THE STATION IS 10.2 METERS E OF
 LX4443'THE CENTER LINE NEW YORK CENTRAL RAILROAD AND 17.5 METERS E OF
 LX4443'THE WALL OF THE RAILROAD CUT.  THE STATION IS ON A LARGE BOULDER
 LX4443'AND IS MARKED WITH A STANDARD DISK SET IN A DRILL HOLE WITH
 LX4443'CEMENT.
 LX4443'
 LX4443'REFERENCE MARKS ARE STANDARD DISKS.  NO.1 SET IN DRILL HOLE
 LX4443'IN ROCK 2.86 METERS SE OF STATION.  REFERENCE MARKS NO.2 SET IN
 LX4443'A DRILL HOLE IN THE WALL OF THE RAILROAD CUT APPROXIMATELY
 LX4443'3-1/2 FEET ABOVE THE GROUND AND IS 17.49 METERS WSW OF THE
 LX4443'STATION.
 LX4443
 LX4443                          STATION RECOVERY (1983)
 LX4443
 LX4443'RECOVERY NOTE BY US POWER SQUADRON 1983 (GPS)
 LX4443'UNABLE TO LOCATE - DISCRIPTION LISTED ON HORIZONTAL CONTROL DATA
 LX4443'SHEET DOES NOT MATCH THE AREA.
 LX4443
 LX4443                          STATION RECOVERY (1984)
 LX4443
 LX4443'RECOVERY NOTE BY US POWER SQUADRON 1984 (GPS)
 LX4443'BIG NOT RECOVERED.
 LX4443'
 LX4443'UNABLE TO LOCATE MARK FROM ABOVE DESCRIPTION.  MARK WOULD BE
 LX4443'APPROXIMATELY 20 FT IN THE HUDSON RIVER UNDER WATER.  RAILROAD
 LX4443'CENTER LINE TO RIVER BANK IS ONLY 10 FEET.
 LX4443
 LX4443                          STATION RECOVERY (1984)
 LX4443
 LX4443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LX4443'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 LX4443'WAS DESTROYED WHEN THE ROCK THE MARK WAS SET IN SLID DOWN THE BANK
 LX4443'TOWARD THE RIVER.  THE DISK WAS RECLAIMED.  REFERENCE MARK 2 WAS NOT
 LX4443'FOUND AND MAY HAVE BEEN DESTROYED BY THE CLIFF ERODING AWAY. REFERENCE
 LX4443'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 LX4443'FOLLOWS.
 LX4443'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH NORTHEAST OF
 LX4443'NEWBURGH, ON THE WEST BANK OF THE HUDSON RIVER AND ON A ROCK OUTCROP 6
 LX4443'FT (1.8 M) HIGHER THAN THE SURROUNDING AREA.  IT IS BETWEEN THE
 LX4443'RAILROAD TRACKS AND THE RIVER, AND 0.3 MI (0.5 KM) NORTH OF MILEPOST
 LX4443'59.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84
 LX4443'AND US HIGHWAY 9W, IN NEWBURGH, GO NORTH ON HIGHWAY 9W FOR 1.8 KM
 LX4443'(1.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON FOSTERTOWN ROAD
 LX4443'FOR 0.1 KM (0.05 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON
 LX4443'BALMVILLE ROAD FOR 0.2 KM (0.10 MI) TO A 3-WAY FORK.  TAKE THE MIDDLE
 LX4443'ROAD AND GO SOUTHEAST ON COMMONWEALTH AVENUE FOR 0.2 KM (0.10 MI) TO
 LX4443'GRAND AVENUE ON THE RIGHT.  KEEP LEFT AND GO DOWN HILL ON COMMONWEALTH
 LX4443'AVENUE FOR 0.6 KM (0.35 MI) TO THE RAILROAD TRACKS.  GO NORTHEAST
 LX4443'ALONG THE WEST SIDE OF THE TRACKS FOR 1.4 KM (0.85 MI) TO THE STATION
 LX4443'ON THE RIGHT.
 LX4443'THE STATION IS A STANDARD CGS DISK STAMPED--BIG 1933-, CEMENTED IN A
 LX4443'DRILL HOLE IN A 3 FT (0.9 M) BY 5 FT (1.5 M) EXPOSED ROCK OUTCROP THAT
 LX4443'PROJECTS 61 CM OR 2 FT ON THE EAST SIDE LOCATED 10.2 M (33.5 FT) NE
 LX4443'FROM A TELEPHONE POLE, AND 7.6 M (24.9 FT) SE FROM THE MOST EASTERLY
 LX4443'RAIL OF RAILROAD TRACKS.
 LX4443'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BIG 1933 NO 3
 LX4443'1985--, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 5 FT
 LX4443'(1.5 M) ON THE WEST AND NORTH SIDE OF THE BOULDER LOCATED 5.9 M (19.4
 LX4443'FT) SE FROM THE EAST RAIL OF RAILROAD TRACKS, 5.6 M (18.4 FT) NE FROM
 LX4443'THE FIRST TELEPHONE POLE SOUTH OF THE STATION MARK AND 0.6 M (2.0 FT)
 LX4443'ABOVE THE STATION.
 LX4443'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BIG 1933 NO 4
 LX4443'1985--, CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP ON THE WEST SIDE
 LX4443'OF THE RAILROAD TRACKS LOCATED 14.9 M (48.9 FT) W FROM THE FIRST
 LX4443'TELEPHONE POLE NORTH OF THE STATION MARK, 8.2 M (26.9 FT) SSW FROM A
 LX4443'METAL PIPE THAT PROJECTS ABOUT 20 FT (6.1 M) , 7.3 M (24.0 FT) WNW
 LX4443'FROM THE WEST RAIL OF RAILROAD TRACKS, AND 1.2 M (3.9 FT) BELOW THE
 LX4443'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0311 ***********************************************************************
 PH0311  DESIGNATION -  BIG BROOK
 PH0311  PID         -  PH0311
 PH0311  STATE/COUNTY-  NY/HAMILTON
 PH0311  USGS QUAD   -  
 PH0311
 PH0311                         *CURRENT SURVEY CONTROL
 PH0311  ___________________________________________________________________
 PH0311* NAD 83(1996)-  44 00 14.54058(N)    074 28 59.92333(W)     ADJUSTED  
 PH0311* NAVD 88     -       525.508  (meters)    1724.10   (feet)  ADJUSTED  
 PH0311  ___________________________________________________________________
 PH0311  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 PH0311  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 PH0311  DYNAMIC HT  -         525.402 (meters)    1723.76  (feet)  COMP
 PH0311  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 PH0311
 PH0311  HORZ ORDER  -  FIRST
 PH0311  VERT ORDER  -  SECOND    CLASS 0
 PH0311
 PH0311.The horizontal coordinates were established by classical geodetic methods
 PH0311.and adjusted by the National Geodetic Survey in January 1999..
 PH0311
 PH0311.The orthometric height was determined by differential leveling
 PH0311.and adjusted by the National Geodetic Survey in June 1991..
 PH0311
 PH0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH0311
 PH0311.The geoid height was determined by GEOID03.
 PH0311
 PH0311.The dynamic height is computed by dividing the NAVD 88
 PH0311.geopotential number by the normal gravity value computed on the
 PH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0311.degrees latitude (g = 980.6199 gals.).
 PH0311
 PH0311.The modeled gravity was interpolated from observed gravity values.
 PH0311
 PH0311;                    North         East     Units Scale Factor Converg.
 PH0311;SPC NY E     -   574,212.197   151,338.253   MT  0.99990002   +0 00 41.7
 PH0311;SPC NY E     - 1,883,894.52    496,515.59   sFT  0.99990002   +0 00 41.7
 PH0311;UTM  18      - 4,872,451.202   541,422.208   MT  0.99962110   +0 21 32.2
 PH0311
 PH0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH0311!SPC NY E     -   0.99992210  x   0.99990002  =   0.99982212
 PH0311!UTM  18      -   0.99992210  x   0.99962110  =   0.99954323
 PH0311
 PH0311:                Primary Azimuth Mark                     Grid Az
 PH0311:SPC NY E     -  KEMPSHALL                                079 29 12.6
 PH0311:UTM  18      -  KEMPSHALL                                079 08 22.1
 PH0311
 PH0311|---------------------------------------------------------------------|
 PH0311| PID    Reference Object                     Distance      Geod. Az  |
 PH0311|                                                           dddmmss.s |
 PH0311| PH1649 KEMPSHALL                           APPROX.12.5 KM 0792954.3 |
 PH0311| CZ7486 BIG BROOK RM 1                       18.748 METERS 09301     |
 PH0311| CZ7485 BIG BROOK AZ MK                                    1204357.9 |
 PH0311| CZ7487 BIG BROOK RM 2                       24.040 METERS 32329     |
 PH0311|---------------------------------------------------------------------|
 PH0311
 PH0311                          SUPERSEDED SURVEY CONTROL
 PH0311
 PH0311  NAD 83(1986)-  44 00 14.54714(N)    074 28 59.92382(W) AD(       ) 1
 PH0311  NAD 27      -  44 00 14.33032(N)    074 29 01.32749(W) AD(       ) 1
 PH0311  NGVD 29 (??/??/92)  525.560  (m)         1724.27   (f) ADJ UNCH    2 0
 PH0311
 PH0311.Superseded values are not recommended for survey control.
 PH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0311.See file dsdata.txt to determine how the superseded data were derived.
 PH0311
 PH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP4142272451(NAD 83)
 PH0311_MARKER: DD = SURVEY DISK
 PH0311_SETTING: 80 = SET IN A BOULDER
 PH0311_SP_SET: BOULDER
 PH0311_STAMPING: BIG BROOK 1942
 PH0311_MARK LOGO: USGS  
 PH0311_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0311+STABILITY: SURFACE MOTION
 PH0311
 PH0311  HISTORY     - Date     Condition        Report By
 PH0311  HISTORY     - 1942     MONUMENTED       USGS
 PH0311  HISTORY     - 1942     GOOD             NGS
 PH0311  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 PH0311  HISTORY     - 19920717 GOOD             LOCENG
 PH0311
 PH0311                          STATION DESCRIPTION
 PH0311
 PH0311'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 PH0311'THE STATION IS ON THE NORTHEAST SIDE OF STATE HIGHWAY NO. 10.  4
 PH0311'MILES NORTHWEST OF THE VILLAGE OF LONG LAKE.  AND ABOUT MIDWAY
 PH0311'UP THE HILL FROM THE BRIDGE ACROSS BIG BROOK.  IT IS 14 FEET
 PH0311'BACK OF THE EDGE OF THE BANK AND 40-1/2 FEET NORTHEAST OF THE
 PH0311'CENTER OF THE HIGHWAY.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 PH0311'SURVEY BENCH MARK DISK SET IN THE TOP OF A BOULDER ABOUT 6
 PH0311'INCHES UNDER THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 PH0311'BIG BROOK 1942.
 PH0311'
 PH0311'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND ABOUT 60 FEET
 PH0311'NORTHEAST OF THE CENTER OF THE PAVEMENT.  THE DISK IS STAMPED
 PH0311'BIG BROOK USGS NO 1 1942 AND IS SET IN THE TOP OF A BOULDER
 PH0311'ABOUT 1-1/2 FEET HIGH AND 4 FEET ACROSS.
 PH0311'
 PH0311'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT 60
 PH0311'FEET NORTHEAST OF THE CENTER OF THE PAVEMENT.  THE DISK IS
 PH0311'STAMPED BIG BROOK USGS NO 2 1942 AND IS SET IN THE TOP OF A
 PH0311'BOULDER ABOUT 1-1/2 FEET HIGH AND ABOUT 4 FEET ACROSS.
 PH0311'
 PH0311'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE
 PH0311'STATION.  ABOUT 270 FEET SOUTHEAST OF THE CENTER OF THE BRIDGE
 PH0311'ACROSS BIG BROOK.  AND ABOUT 25 FEET SOUTHWEST OF
 PH0311'THE CENTER OF THE PAVEMENT OF STATE HIGHWAY NO. 10.  THE DISK
 PH0311'IS SET IN A DRILL HOLE IN THE TOP OF A BOULDER ABOUT 5 FEET
 PH0311'HIGH, 4 FEET WIDE, AND 8 FEET LONG.  THE DISK IS STAMPED BIG
 PH0311'BROOK USGS 1942.
 PH0311'
 PH0311'TO REACH THE STATION FROM THE WARNING LIGHT AT THE JUNCTION OF
 PH0311'STATE HIGHWAYS 10, 365, AND 28 IN THE VILLAGE OF
 PH0311'LONG LAKE DRIVE NORTHWEST ON HIGHWAY 10 AND THRU THE VILLAGE
 PH0311'FOR 4.35 MILES OR 0.15 MILE PAST THE BRIDGE ACROSS BIG
 PH0311'BROOK.  THIS POINT IS ABOUT 0.2 MILE BEFORE REACHING TO TOP OF
 PH0311'THE GRADE ON THE HIGHWAY.
 PH0311'
 PH0311'A FIFTY FOOT TOWER IS NEEDED TO SEE 40 FOOT LIGHTS AT STATIONS
 PH0311'KEMPSHALL 1942 AND BLUE.
 PH0311'
 PH0311'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 PH0311
 PH0311                          STATION RECOVERY (1942)
 PH0311
 PH0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PH0311'3.95 MI NW FROM LONG LAKE.
 PH0311'TO REACH FROM THE POST OFFICE IN LONG LAKE, PROCEED 3.95 MILES
 PH0311'NORTHWEST ALONG STATE HIGHWAY NO. 10, TO A ROCK BANK OUTCROPPING, AND
 PH0311'SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE NORTHWEST OF BIG BROOK
 PH0311'CREEK.  IT IS 41.0 FEET NORTH OF AND ABOUT 6.0 FEET ABOVE THE
 PH0311'CENTERLINE OF HIGHWAY, AND ABOUT IN THE CENTER OF A HILL, SET
 PH0311'HORIZONTALLY IN A GRANITE BOULDER, ABOUT 0.6 FOOT BELOW THE LEVEL OF
 PH0311'GROUND.
 PH0311
 PH0311                          STATION RECOVERY (1974)
 PH0311
 PH0311'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 PH0311'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PH0311'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED
 PH0311'DESTROYED BY ROAD CONSTRUCTION.  DISTANCE AND ANGLES TO
 PH0311'REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS BLOCKED
 PH0311'FROM GROUND LEVEL BY TREES.
 PH0311'
 PH0311'STATION IS LOCATED ON A CUTBANK ALONG NE SIDE OF NY RTE. 30,
 PH0311'40 FEET NE OF CENTERLINE OF THE HIGHWAY, 14 FEET NE OF EDGE OF
 PH0311'CUTBANK, 91 FEET EAST OF TELEPHONE POLE NO. 162 AND 14 FEET
 PH0311'EAST OF 14 INCH POPLAR.  THE DISK IS A USGS BENCH MARK DISK
 PH0311'STAMPED BIG BROOK 1942, CEMENTED IN A DRILL HOLE IN A BOULDER
 PH0311'ABOUT 6 INCHES BELOW GROUND SURFACE.
 PH0311'
 PH0311'RM NO. 2 IS A STANDARD DISK STAMPED BIG BROOK USGS NO 2 1942,
 PH0311'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 4 FOOT BOULDER PROJECTING
 PH0311'18 INCHES FROM GROUND.  IT IS 100 FEET ENE OF TELEPHONE POLE
 PH0311'NO. 162., 51 FEET NE OF EDGE OF CUTBANK AND 40 FEET SSE OF A 12
 PH0311'INCH POPLAR WITH A SIGN LITCHFIELD PARK ATTACHED TO IT.
 PH0311'
 PH0311'RM NO. 1 IS A STANDARD DISK STAMPED BIG BROOK USGS NO 1 1942,
 PH0311'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 4 FOOT BOULDER PROJECTING
 PH0311'1-1/2 FEET FROM GROUND.  IT IS 36 FEET NE OF EDGE OF CUTBANK, 15
 PH0311'FEET NE OF A 12 INCH TWIN PINE AND 17 FEET NW OF A 12 INCH SPRUCE.
 PH0311'
 PH0311'TO REACH STATION FROM THE TRAFFIC LIGHT IN THE VILLAGE OF
 PH0311'LONG LAKE, GO NW ON NY RTE. 30N FOR 4.35 MILES TO STATION ON
 PH0311'RIGHT, ABOUT 0.15 MILE AFTER CROSSING THE BRIDGE OVER BIG BROOK.
 PH0311
 PH0311                          STATION RECOVERY (1992)
 PH0311
 PH0311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 PH0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1169 ***********************************************************************
 OG1169  DESIGNATION -  BIG SIXMILE CREEK ENT LT
 OG1169  PID         -  OG1169
 OG1169  STATE/COUNTY-  NY/ERIE
 OG1169  USGS QUAD   -  
 OG1169
 OG1169                         *CURRENT SURVEY CONTROL
 OG1169  ___________________________________________________________________
 OG1169* NAD 83(1996)-  43 01 36.95000(N)    079 00 43.53603(W)     ADJUSTED  
 OG1169* NAVD 88     -       172.0    (meters)     564.     (feet)  VERTCON   
 OG1169  ___________________________________________________________________
 OG1169  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 OG1169  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OG1169
 OG1169  HORZ ORDER  -  THIRD
 OG1169
 OG1169.The horizontal coordinates were established by classical geodetic methods
 OG1169.and adjusted by the National Geodetic Survey in January 1999..
 OG1169
 OG1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1169
 OG1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1169
 OG1169.The geoid height was determined by GEOID03.
 OG1169
 OG1169;                    North         East     Units Scale Factor Converg.
 OG1169;SPC NY W     -   336,250.854   315,055.928   MT  0.99995252   -0 17 33.2
 OG1169;SPC NY W     - 1,103,183.01  1,033,645.99   sFT  0.99995252   -0 17 33.2
 OG1169;UTM  17      - 4,765,722.963   661,962.505   MT  0.99992271   +1 21 24.2
 OG1169
 OG1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1169!SPC NY W     -   0.99997859  x   0.99995252  =   0.99993111
 OG1169!UTM  17      -   0.99997859  x   0.99992271  =   0.99990130
 OG1169
 OG1169                          SUPERSEDED SURVEY CONTROL
 OG1169
 OG1169  NAD 83(1986)-  43 01 36.95604(N)    079 00 43.53419(W) AD(       ) 3
 OG1169  NGVD 29 (12/18/92)  172.2    (m)          565.     (f) VERT ANG       
 OG1169
 OG1169.Superseded values are not recommended for survey control.
 OG1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1169.See file dsdata.txt to determine how the superseded data were derived.
 OG1169
 OG1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6196365723(NAD 83)
 OG1169_MARKER: 14 = NAVIGATION LIGHT
 OG1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1169
 OG1169  HISTORY     - Date     Condition        Report By
 OG1169  HISTORY     - 1982     FIRST OBSERVED   NOS
 OG1169  HISTORY     - 19940627 GOOD             USPSQD
 OG1169  HISTORY     - 20020615 GOOD             USPSQD
 OG1169
 OG1169                          STATION DESCRIPTION
 OG1169
 OG1169'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1169'THE STATION IS THE LIGHT AT THE NORTHERNMOST END OF THE
 OG1169'BREAKWATER AT THE ENTRANCE OF BIG SIXMILE CREEK ON THE
 OG1169'WEST SIDE OF GRAND ISLAND, NEW YORK.
 OG1169'
 OG1169'THE LIGHT IS MOUNTED ON A 3 INCH DIAM 3 METER HIGH STEEL POLE.
 OG1169
 OG1169                          STATION RECOVERY (1994)
 OG1169
 OG1169'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG1169'RECOVERED IN GOOD CONDITION.
 OG1169
 OG1169                          STATION RECOVERY (2002)
 OG1169
 OG1169'RECOVERY NOTE BY US POWER SQUADRON 2002 (VC)
 OG1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2067 ***********************************************************************
 PG2067  DESIGNATION -  BIG SPUR
 PG2067  PID         -  PG2067
 PG2067  STATE/COUNTY-  NY/ESSEX
 PG2067  USGS QUAD   -  
 PG2067
 PG2067                         *CURRENT SURVEY CONTROL
 PG2067  ___________________________________________________________________
 PG2067* NAD 83(1996)-  44 20 30.42331(N)    073 31 15.01202(W)     ADJUSTED  
 PG2067* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 PG2067  ___________________________________________________________________
 PG2067  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 PG2067  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 PG2067
 PG2067  HORZ ORDER  -  SECOND
 PG2067
 PG2067.The horizontal coordinates were established by classical geodetic methods
 PG2067.and adjusted by the National Geodetic Survey in January 1999..
 PG2067
 PG2067.The orthometric height was scaled from a topographic map.
 PG2067
 PG2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2067
 PG2067.The geoid height was determined by GEOID03.
 PG2067
 PG2067;                    North         East     Units Scale Factor Converg.
 PG2067;SPC NY E     -   612,203.385   228,075.010   MT  0.99997494   +0 41 03.9
 PG2067;SPC NY E     - 2,008,537.27    748,276.10   sFT  0.99997494   +0 41 03.9
 PG2067;UTM  18      - 4,910,899.088   617,908.031   MT  0.99977097   +1 02 02.3
 PG2067
 PG2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2067!SPC NY E     -   0.99994591  x   0.99997494  =   0.99992085
 PG2067!UTM  18      -   0.99994591  x   0.99977097  =   0.99971689
 PG2067
 PG2067|---------------------------------------------------------------------|
 PG2067| PID    Reference Object                     Distance      Geod. Az  |
 PG2067|                                                           dddmmss.s |
 PG2067| DA4883 BIG SPUR RM 1                        17.286 METERS 07800     |
 PG2067| DA4882 BIG SPUR AZ MK                                     1382743.7 |
 PG2067| DA4884 BIG SPUR RM 2                         8.467 METERS 22431     |
 PG2067|---------------------------------------------------------------------|
 PG2067
 PG2067                          SUPERSEDED SURVEY CONTROL
 PG2067
 PG2067  NAD 83(1996)-  44 20 30.42537(N)    073 31 15.01298(W) AD(       ) 2
 PG2067  NAD 83(1992)-  44 20 30.42409(N)    073 31 15.01490(W) AD(       ) 2
 PG2067  NAD 83(1986)-  44 20 30.42954(N)    073 31 15.01392(W) AD(       ) 2
 PG2067  NAD 27      -  44 20 30.25500(N)    073 31 16.53780(W) AD(       ) 2
 PG2067
 PG2067.Superseded values are not recommended for survey control.
 PG2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2067.See file dsdata.txt to determine how the superseded data were derived.
 PG2067
 PG2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1790810899(NAD 83)
 PG2067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2067_SETTING: 66 = SET IN ROCK OUTCROP
 PG2067
 PG2067  HISTORY     - Date     Condition        Report By
 PG2067  HISTORY     - 1961     MONUMENTED       CGS
 PG2067
 PG2067                          STATION DESCRIPTION
 PG2067
 PG2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2067'STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH WOODED
 PG2067'MOUNTAIN WHICH IS LOCALLY KNOWN AS BIG SPUR MOUNTAIN, ABOUT
 PG2067'5 MILES NORTH-NORTHEAST OF LEWIS, 10-1/2 MILES SOUTHEAST OF
 PG2067'AU SABLE FORKS AND ABOUT 6-1/2 MILES WEST OF WILLSBORO.
 PG2067'
 PG2067'STATION IS REACHED FROM THE POST OFFICE IN KEESEVILLE.  GO
 PG2067'SOUTHERLY ON U.S. HIGHWAY 9 AND STATE HIGHWAY 22 FOR 4.2 MILES
 PG2067'TO THE JUNCTION OF THE TWO HIGHWAYS.  CONTINUE SOUTHERLY ON
 PG2067'HIGHWAY 9 FOR 8.9 MILES TO A CROSS ROAD.  TURN LEFT AND FOLLOW
 PG2067'A MACADAM ROAD, SOUTHEASTERLY FOR 1.0 MILE TO A SIDE ROAD
 PG2067'LEFT.  (AZIMUTH MARK IS REACHED FROM THIS POINT BY CONTINUING
 PG2067'STRAIGHT AHEAD ON THE MACADAM ROAD FOR 1.65 MILES TO A POLE
 PG2067'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND
 PG2067'CONTINUE ON A DIM FIELD ROAD FOR 0.65 MILE TO SOME LARGE
 PG2067'OUTCROPPING ROCKS AND AZIMUTH MARK ON THE LEFT).  TURN LEFT
 PG2067'ONTO THE SIDE ROAD LEFT AND FOLLOW THE MAIN TRAVELED ROAD,
 PG2067'NORTHERLY FOR 0.9 MILE TO THE TOP OF A RIDGE, FORKS IN THE ROAD,
 PG2067'TRIANGULAR BLAZED PINE TREE AND THE END OF TRUCK TRAVEL.
 PG2067'PACK NORTHEASTERLY, ON A BLAZED TRAIL FOR ABOUT 20 MINUTES
 PG2067'TO THE HIGHEST POINT AND STATION.
 PG2067'
 PG2067'STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS,
 PG2067'CEMENTED IN DRILL HOLES, IN THE TOP OF LARGE OUTCROPPING ROCK.
 PG2067'
 PG2067'STATION MARK IS STAMPED BIG SPUR 1961.  IT IS 24 FEET SOUTHEAST
 PG2067'OF A 6-INCH TRIANGULAR BLAZED OAK TREE WHICH HAS A METAL WITNESS
 PG2067'SIGN ATTACHED.
 PG2067'
 PG2067'REFERENCE MARK NUMBER 1 IS STAMPED BIG SPUR NO 1 1961.  IT IS
 PG2067'78 FEET EAST OF THE TRIANGULAR BLAZED OAK TREE.
 PG2067'
 PG2067'REFERENCE MARK NUMBER 2 IS STAMPED BIG SPUR NO 2 1961.  IT IS 29
 PG2067'FEET SOUTH OF THE TRIANGULAR BLAZED OAK TREE.
 PG2067'
 PG2067'AZIMUTH MARK IS A STANDARD DISK, STAMPED, BIG SPUR 1961, CEMENTED
 PG2067'IN A DRILL HOLE, IN THE TOP OF A 3 FT X 6 FT OUTCROPPING
 PG2067'ROCK WHICH PROJECTS ABOUT 1 FOOT AT THE SOUTH END.  THE MARK IS
 PG2067'19 FEET SOUTHWEST OF A 3-TRUNK WILD CHERRY TREE, 62 FEET SOUTHWEST
 PG2067'OF A DIM FIELD ROAD AND 4.6 FEET NORTHWEST OF A METAL WITNESS
 PG2067'POST.
 PG2067'
 PG2067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2057 ***********************************************************************
 PG2057  DESIGNATION -  BIGELOW
 PG2057  PID         -  PG2057
 PG2057  STATE/COUNTY-  NY/ESSEX
 PG2057  USGS QUAD   -  
 PG2057
 PG2057                         *CURRENT SURVEY CONTROL
 PG2057  ___________________________________________________________________
 PG2057* NAD 83(1996)-  44 26 53.93575(N)    073 28 07.88121(W)     ADJUSTED  
 PG2057* NAVD 88     -       504.5    (meters)    1655.     (feet)  VERTCON   
 PG2057  ___________________________________________________________________
 PG2057  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 PG2057  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 PG2057
 PG2057  HORZ ORDER  -  FIRST
 PG2057
 PG2057.The horizontal coordinates were established by classical geodetic methods
 PG2057.and adjusted by the National Geodetic Survey in January 1999..
 PG2057
 PG2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2057
 PG2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2057
 PG2057.The geoid height was determined by GEOID03.
 PG2057
 PG2057;                    North         East     Units Scale Factor Converg.
 PG2057;SPC NY E     -   624,090.818   232,070.737   MT  0.99998281   +0 43 19.6
 PG2057;SPC NY E     - 2,047,537.96    761,385.41   sFT  0.99998281   +0 43 19.6
 PG2057;SPC VT       -   216,910.601   422,881.954   MT  1.00003740   -0 40 42.6
 PG2057;UTM  18      - 4,922,808.292   621,830.298   MT  0.99978253   +1 04 20.4
 PG2057
 PG2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2057!SPC NY E     -   0.99992544  x   0.99998281  =   0.99990825
 PG2057!SPC VT       -   0.99992544  x   1.00003740  =   0.99996284
 PG2057!UTM  18      -   0.99992544  x   0.99978253  =   0.99970799
 PG2057
 PG2057:                Primary Azimuth Mark                     Grid Az
 PG2057:SPC NY E     -  BURLINGTON N MUNICIPAL TANK              081 08 42.9
 PG2057:SPC VT       -  BURLINGTON N MUNICIPAL TANK              082 32 45.1
 PG2057:UTM  18      -  BURLINGTON N MUNICIPAL TANK              080 47 42.1
 PG2057
 PG2057|---------------------------------------------------------------------|
 PG2057| PID    Reference Object                     Distance      Geod. Az  |
 PG2057|                                                           dddmmss.s |
 PG2057| PG1954 BURLINGTON N MUNICIPAL TANK         APPROX.22.1 KM 0815202.5 |
 PG2057| PG1960 AIRPORT BCN BURLINGTON MUN APT      APPROX.25.2 KM 0854524.6 |
 PG2057| PG1935 EAST CHARLOTTE ATT RELAY MAST       APPROX.27.1 KM 1233735.0 |
 PG2057| PG1934 MOUNT PHILO AIRWAY BCN AND LOT      APPROX.27.6 KM 1330558.0 |
 PG2057| DA4886 BIGELOW RM 1                         24.805 METERS 17543     |
 PG2057| DA4885 BIGELOW AZ MK                                      1941233.2 |
 PG2057| DA4887 BIGELOW RM 2                         18.920 METERS 31806     |
 PG2057|---------------------------------------------------------------------|
 PG2057
 PG2057                          SUPERSEDED SURVEY CONTROL
 PG2057
 PG2057  NAD 83(1996)-  44 26 53.93768(N)    073 28 07.88099(W) AD(       ) 1
 PG2057  NAD 83(1992)-  44 26 53.93679(N)    073 28 07.88253(W) AD(       ) 1
 PG2057  NAD 83(1986)-  44 26 53.94244(N)    073 28 07.88270(W) AD(       ) 1
 PG2057  NAD 27      -  44 26 53.76873(N)    073 28 09.40589(W) AD(       ) 1
 PG2057  NGVD 29 (07/19/86)  504.6    (m)         1656.     (f) VERT ANG       
 PG2057
 PG2057.Superseded values are not recommended for survey control.
 PG2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2057.See file dsdata.txt to determine how the superseded data were derived.
 PG2057
 PG2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2183022808(NAD 83)
 PG2057_MARKER: B = BOLT
 PG2057_SETTING: 66 = SET IN ROCK OUTCROP
 PG2057
 PG2057  HISTORY     - Date     Condition        Report By
 PG2057  HISTORY     - 1881     MONUMENTED       CGS
 PG2057  HISTORY     - 1897     GOOD             CGS
 PG2057  HISTORY     - 1942     GOOD             CGS
 PG2057  HISTORY     - 1943     GOOD             CGS
 PG2057  HISTORY     - 1961     GOOD             CGS
 PG2057  HISTORY     - 1968     GOOD             CGS
 PG2057  HISTORY     - 1972     GOOD             LOCSUR
 PG2057
 PG2057                          STATION DESCRIPTION
 PG2057
 PG2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (RDC)
 PG2057'STATION IS ON BIGELOW MOUNTAIN, CHESTERFIELD TOWNSHIP.  IT IS ON THE
 PG2057'SUMMIT WHICH IS NEARLY BARE, AND ON THE HIGHEST POINT, IF WE EXCEPT
 PG2057'A ROCK SITUATED 2 FEET HIGHER AND ABOUT 30 FEET TO THE S.
 PG2057'
 PG2057'STATION IS MARKED BY A COPPER BOLT SUNK IN ROCK WITH A TRIANGLE
 PG2057'AROUND IT.
 PG2057'
 PG2057'FOR FURTHER IDENTIFICATION THREE ARROWHEADS POINTING TO THE BOLT
 PG2057'WERE CHISELED IN THE ROCK, THE DIRECTIONS AND DISTANCES FROM THE
 PG2057'CENTER OF STATION BEING--W OF BOLT, 21 FEET 2-1/2 INCHES.  NE OF
 PG2057'BOLT, 20 FEET 10-1/2 INCHES.
 PG2057'
 PG2057'TO REACH STATION FROM PORT KENT ON LAKE CHAMPLAIN, GO TO THE VILLAGE
 PG2057'OF KEESEVILLE 5 MILES BY STAGE, AND THENCE BY THE POKE-A-MOONSHINE
 PG2057'ROAD 4 MILES IN SE DIRECTION TO BIGELOW MOUNTAIN.
 PG2057
 PG2057                          STATION RECOVERY (1897)
 PG2057
 PG2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1897 (ATM)
 PG2057'THE COPPER BOLT MARKING THE STATION AND THE THREE ARROWHEAD WITNESS
 PG2057'MARKS WERE RECOVERED AND A STAND WAS ERECTED OVER STATION.
 PG2057'
 PG2057'TO REACH BIGELOW MOUNTAIN, TAKE THE POKE-A-MOUNTAIN ROAD 4 MILES TO
 PG2057'THE POINT WHERE THE WILLSBOROUGH ROAD BRANCHES OFF.  THE OLD TRAIL
 PG2057'LEADING TO THE STATION STARTS FROM THE WILLSBOROUGH ROAD ABOUT 100
 PG2057'YARDS BEYOND.
 PG2057
 PG2057                          STATION RECOVERY (1942)
 PG2057
 PG2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2057'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 PG2057'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 PG2057'PARTY.
 PG2057'
 PG2057'STATION IS LOCATED ABOUT 4 MILES S OF KEESEVILLE, ON THE SIMMIT OF
 PG2057'BIGELOW MOUNTAIN.  IT IS ABOUT 20 FEET NNE OF AND 1-1/2 FEET BELOW
 PG2057'THE HIGHEST POINT OF THE MOUNTAIN.
 PG2057'
 PG2057'STATION MARK IS A COPPER PLUG SET IN A DRILL HOLE IN OUTCROPPING
 PG2057'BEDROCK.
 PG2057'
 PG2057'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 PG2057'OUTCROPPING BEDROCK AND IS STAMPED BIGELOW NO 1 1942.  IT IS 3-1/2
 PG2057'FEET LOWER IN ELEVATION THAN STATION MARK.
 PG2057'
 PG2057'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 PG2057'OUTCROPPING BEDROCK AND IS STAMPED BIGELOW NO 2 1942.  IT IS ABOUT
 PG2057'2-1/2 FEET LOWER IN ELEVATION THAN STATION MARK.
 PG2057'
 PG2057'AZIMUTH MARK IS 33 FEET W OF THE CENTER LINE OF STATE HIGHWAY 22, 4
 PG2057'FEET S OF A WHITE REFERENCE POST, AND 1 FOOT E OF A FENCE.  IT IS A
 PG2057'BRONZE DISK PROJECTING 6 INCHES AND IS STAMPED BIGELOW 1942.
 PG2057'
 PG2057'TO REACH THE STATION FROM THE POST OFFICE IN KEESEVILLE, GO S ON
 PG2057'U.S. HIGHWAY 9 FOR 3.2 MILES TO A FORK WHERE U.S. HIGHWAY 9 STARTS
 PG2057'TO CURVE TO THE RIGHT.* CONTINUE STRAIGHT AHEAD ON OLD PAVED ROAD
 PG2057'FOR 0.1 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO A
 PG2057'DIM SIDE ROAD TO THE RIGHT BY AN OLD UNPAINTED BARN, AND GO SE ON
 PG2057'AN OLD LANE ON THE LEFT SIDE OF AN APPLE ORCHARD FOR 100 YARDS TO A
 PG2057'POLE GATE, CONTINUE THROUGH GATE AND GO ABOUT 50 YARDS TO THE END
 PG2057'OF TRUCK TRAVEL.  FOLLOW A DIM ROAD UP A STEEP HILL AND FOLLOW
 PG2057'MAIN TRAIL ROAD THROUGH WOODS ALONG THE LEFT BASE OF MOUNTAIN FOR
 PG2057'ABOUT 1/2 MILE TO A FORKS AND A TRIANGULAR BLAZE ON A 6-INCH BIRCH
 PG2057'SNAG WHICH IS ABOUT 8 FEET HIGH.  TAKE RIGHT FORK ON TRAIL
 PG2057'(BLAZED) S UP MOUNTAIN FOR ABOUT 1/2 MILE TO THE LEFT SIDE OF A
 PG2057'SADDLE, THEN LEFT UP STEEP HILL ON DIM TRAIL TO THE NE EDGE OF
 PG2057'MOUNTAIN TOP AND THE STATION ON A LARGE ROCK OUTCROP.
 PG2057'
 PG2057'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON U.S. HIGHWAY
 PG2057'9 TO A FORK (STATE HIGHWAY 22 BEARS LEFT).  TURN LEFT ON STATE
 PG2057'HIGHWAY 22 AND GO TO THE TOP OF A HILL AND THE AZIMUTH MARK ON THE
 PG2057'RIGHT, APPROXIMATELY 1.6 MILES FROM FORKS.
 PG2057
 PG2057                          STATION RECOVERY (1943)
 PG2057
 PG2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG2057'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PG2057'CONDITION.
 PG2057
 PG2057                          STATION RECOVERY (1961)
 PG2057
 PG2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2057'STATION RECOVERED AS DESCRIBED BY F.B.Q. IN 1942 AND ALL MARKS FOUND
 PG2057'IN GOOD CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 PG2057'TO THE MARKS AND FOUND TO BE CORRECT.  THE 1942 DESCRIPTION IS
 PG2057'ADEQUATE.  HOWEVER, DUE TO CHANGES IN LAND MARKS AND HIGHWAY NUMBERS,
 PG2057'A NEW TO REACH DESCRIPTION FOLLOWS--
 PG2057'
 PG2057'TO REACH FROM THE POST OFFICE IN KEESEVILLE, GO SOUTHERLY ON U.S.
 PG2057'HIGHWAY NO. 9 AND STATE HIGHWAY NO. 22 FOR 4.0 MILES TO FORKS AT THE
 PG2057'JUNCTION OF U.S. HIGHWAY NO. 9 AND STATE HIGHWAY NO. 22.  TAKE LEFT
 PG2057'FORK AND GO SOUTHERLY ON STATE HIGHWAY NO. 22 FOR 0.1 MILE TO
 PG2057'WOODS ROAD LEFT.  (CONTINUE SOUTHERLY ON STATE HIGHWAY NO. 22 FOR
 PG2057'1.55 MILES TO AZIMUTH MARK ON RIGHT (WEST) SIDE OF HIGHWAY.) TURN
 PG2057'LEFT AND GO EASTERLY ON WOODS ROAD FOR 0.65 MILE TO FORK.  TAKE
 PG2057'RIGHT FORK AND GO SOUTHERLY FOR 0.4 MILE TO END OF ROAD AT EDGE OF
 PG2057'SWAMP AND TRIANGLE BLAZED TREE ON RIGHT.  PACK RIGHT (WESTERLY)
 PG2057'THENCE SOUTHERLY ALONG BLAZED TRAIL FOR ABOUT 15 MINUTES TO TOP OF
 PG2057'MOUNTAIN AND STATION.
 PG2057'
 PG2057'NOTE--4 WHEEL DRIVE VEHICLE NECESSARY AFTER LEAVING STATE HIGHWAY 22.
 PG2057'
 PG2057'1961 OBSERVATIONS TAKEN FROM A 12 FOOT STAND.
 PG2057
 PG2057                          STATION RECOVERY (1968)
 PG2057
 PG2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 PG2057'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 PG2057'RECOVERED.  HOWEVER, THE CHISELED TRIANGLE SURROUNDING THE STATION
 PG2057'MARK IS NO LONGER DISCERNIBLE.  THE THREE ARROWS AS NOTED IN THE
 PG2057'1881-1942 DESCRIPTIONS WERE RECOVERED.  THE ROUTING TO THE STATION
 PG2057'AS NOTED IN THE 1942 DESCRIPTION IS INADEQUATE DUE TO ROAD
 PG2057'CHANGES.  A DIFFERENCE IN DISTANCES TO REFERENCE MARK 1 AND
 PG2057'REFERENCE MARK 2 WAS NOTED.  HOWEVER, THE DIRECTIONS AGREED.  A
 PG2057'COMPLETE NEW DESCRIPTION FOLLOWS.
 PG2057'
 PG2057'THE STATION IS ABOUT 12-1/2 MILES WEST OF BURLINGTON, VERMONT, 4
 PG2057'MILES SOUTH OF KEESEVILLE, ON BIGELOW MOUNTAIN, THE HIGHEST POINT IN
 PG2057'THE VICINITY AND ON PROPERTY OF THE ADIRONDACK STATE PARK.
 PG2057'
 PG2057'TO REACH THE STATION FROM THE POST OFFICE IN KEESEVILLE, GO SOUTH ON
 PG2057'U.S. HIGHWAY 9 AND STATE HIGHWAY 22 FOR 4.1 MILES TO A RESTAURANT
 PG2057'AND OLD ROADBED ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 PG2057'POINT, CONTINUE SOUTHERLY ON U.S. HIGHWAY 9 AND STATE HIGHWAY 22 FOR
 PG2057'0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAY
 PG2057'22 FOR 1.4 MILE TO THE TOP OF A GRADE AND THE MARK ON THE RIGHT.)
 PG2057'BEAR LEFT AND GO SOUTHEAST ON THE OLD ROADBED FOR 0.05 MILE TO A DIM
 PG2057'WOODS ROAD ON THE LEFT.  TURN LEFT AND GO EAST, UPHILL, FOR 0.15
 PG2057'MILE TO A POWERLINE.  CONTINUE EASTERLY ON THE WOODS ROAD FOR
 PG2057'0.25 MILE TO WHERE THE ROAD TURNS SHARP RIGHT AND LEADS UP A STEEP
 PG2057'ROCKY HILL.  FROM THIS POINT A 4 WHEEL DRIVE VEHICLE IS NEEDED.
 PG2057'CONTINUE NORTHEAST AND NORTH ON THE WOODS ROAD FOR 0.7 MILE TO THE
 PG2057'TOP OF A GRADE AT THE EDGE OF A SWAMP AND THE END OF TRUCK TRAVEL.
 PG2057'FROM HERE PACK SOUTHEAST AND SOUTH FOR ABOUT 10 MINUTES TO THE EAST
 PG2057'EDGE OF THE MOUNTAIN AND THE STATION NEAR THE HIGHEST POINT.
 PG2057'
 PG2057'THE STATION MARK IS A COPPER BOLT, 1/2 INCH IN DIAMETER, CEMENTED IN
 PG2057'A DRILLHOLE NEAR THE CENTER OF A 50 X 100 FOOT ROCK OUTCROP THAT
 PG2057'FORMS THE SUMMIT OF THE MOUNTAIN.  THE BOLT PROJECTS 1/2 INCH ABOVE
 PG2057'THE SURFACE OF THE ROCK.  IT IS 21.2 FEET NORTH OF THE HEAD OF
 PG2057'AN ARROW CHISELED IN ROCK ON THE HIGHEST POINT OF THE MOUNTAIN,
 PG2057'20.8 FEET NORTHWEST OF THE HEAD OF AN ARROW, 11.5 FEET
 PG2057'SOUTHWEST OF THE HEAD OF AN ARROW AND ABOUT 2 FEET LOWER THAN THE
 PG2057'HIGHEST POINT OF THE MOUNTAIN.
 PG2057'
 PG2057'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIGELOW NO 1 1942,
 PG2057'CEMENTED IN A DRILLHOLE NEAR THE SOUTH END OF THE 50 X 100 FOOT ROCK
 PG2057'OUTCROP.  IT IS 67.2 FEET SOUTHEAST OF THE HEAD OF THE ARROW ON THE
 PG2057'HIGHEST POINT OF THE MOUNTAIN AND ABOUT 2 FEET LOWER IN ELEVATION
 PG2057'THAN THE STATION.
 PG2057'
 PG2057'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIGELOW NO 2 1942,
 PG2057'CEMENTED IN A DRILL HOLE NEAR THE NORTHWEST EDGE OF THE 50 X 100
 PG2057'FOOT ROCK OUTCROP.  IT IS 36 FEET EAST OF THE WEST EDGE OF THE ROCK
 PG2057'OUTCROP.  IT IS ABOUT THE SAME IN ELEVATION AS THE STATION.
 PG2057'
 PG2057'AZIMUTH MARK IS A STANDARD DISK, STAMPED BIGELOW 1942, SET IN THE TOP
 PG2057'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 PG2057'GROUND.  IT IS 62.0 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 PG2057'DRIVEWAY, 35.8 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 22 AND
 PG2057'1.7 FEET WEST OF A WITNESS POST.
 PG2057'
 PG2057'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 PG2057'OBSTRUCTIONS.
 PG2057'
 PG2057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 PG2057'KEESEVILLE.
 PG2057
 PG2057                          STATION RECOVERY (1972)
 PG2057
 PG2057'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 PG2057'RECOVERY BY JOHN DEMING, LAND SURVEYOR.
 PG2057'
 PG2057'STATION AND AZIMUTH MARK RECOVERED.  SIGHT FROM THE STATION TO
 PG2057'AZIMUTH MARK WAS OVERGROWN AT BOTH ENDS OF LINE, SIGHT NOW CLEARED.
 PG2057'FOUND A 16-FOOT WOOD TOWER OVER STATION IN GOOD SHAPE AND VERY
 PG2057'HANDY.
 PG2057'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0989 ***********************************************************************
 LY0989  DESIGNATION -  BILL
 LY0989  PID         -  LY0989
 LY0989  STATE/COUNTY-  NY/DELAWARE
 LY0989  USGS QUAD   -  HANCOCK (1992)
 LY0989
 LY0989                         *CURRENT SURVEY CONTROL
 LY0989  ___________________________________________________________________
 LY0989* NAD 83(1986)-  41 54 44.     (N)    075 16 05.     (W)     SCALED    
 LY0989* NAVD 88     -       269.522  (meters)     884.26   (feet)  ADJUSTED  
 LY0989  ___________________________________________________________________
 LY0989  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LY0989  DYNAMIC HT  -         269.428 (meters)     883.95  (feet)  COMP
 LY0989  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LY0989
 LY0989  VERT ORDER  -  FIRST     CLASS II
 LY0989
 LY0989.The horizontal coordinates were scaled from a topographic map and have
 LY0989.an estimated accuracy of +/- 6 seconds.
 LY0989
 LY0989.The orthometric height was determined by differential leveling
 LY0989.and adjusted by the National Geodetic Survey in June 1991..
 LY0989
 LY0989.The geoid height was determined by GEOID03.
 LY0989
 LY0989.The dynamic height is computed by dividing the NAVD 88
 LY0989.geopotential number by the normal gravity value computed on the
 LY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0989.degrees latitude (g = 980.6199 gals.).
 LY0989
 LY0989.The modeled gravity was interpolated from observed gravity values.
 LY0989
 LY0989;                    North         East    Units  Estimated Accuracy
 LY0989;SPC NY E     -   342,140.       86,290.      MT  (+/- 180 meters Scaled)
 LY0989
 LY0989                          SUPERSEDED SURVEY CONTROL
 LY0989
 LY0989  NGVD 29 (??/??/92)  269.676  (m)          884.76   (f) ADJ UNCH    1 2
 LY0989
 LY0989.Superseded values are not recommended for survey control.
 LY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0989.See file dsdata.txt to determine how the superseded data were derived.
 LY0989
 LY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM777400(NAD 83)
 LY0989_MARKER: DB = BENCH MARK DISK
 LY0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0989_SP_SET: CULVERT
 LY0989_STAMPING: BILL 1934
 LY0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0989+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 LY0989
 LY0989  HISTORY     - Date     Condition        Report By
 LY0989  HISTORY     - 1934     MONUMENTED       CGS
 LY0989  HISTORY     - 1941     GOOD             NGS
 LY0989  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY0989  HISTORY     - 20060913 GOOD             INDIV
 LY0989
 LY0989                          STATION DESCRIPTION
 LY0989
 LY0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0989'3.2 MI S FROM HANCOCK.
 LY0989'3.2 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0989'HANCOCK, DELAWARE COUNTY, ABOUT 10 YARDS WEST OF THE WEST RAIL
 LY0989'OF THE SOUTH-BOUND TRACK, AT A LARGE ROCK CULVERT, IN THE TOP OF
 LY0989'THE NORTH END OF THE WEST HEAD WALL, AND ABOUT 12 FEET LOWER
 LY0989'THAN THE TRACK.  A STANDARD DISK, STAMPED BILL 1934.
 LY0989
 LY0989                          STATION RECOVERY (1941)
 LY0989
 LY0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0989'RECOVERED IN GOOD CONDITION.
 LY0989
 LY0989                          STATION RECOVERY (1982)
 LY0989
 LY0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0989'MARK NOT FOUND.
 LY0989
 LY0989                          STATION RECOVERY (2006)
 LY0989
 LY0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLC)
 LY0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4565 ***********************************************************************
 LX4565  DESIGNATION -  BILL
 LX4565  PID         -  LX4565
 LX4565  STATE/COUNTY-  NY/ULSTER
 LX4565  USGS QUAD   -  HYDE PARK (1997)
 LX4565
 LX4565                         *CURRENT SURVEY CONTROL
 LX4565  ___________________________________________________________________
 LX4565* NAD 83(1996)-  41 47 55.50564(N)    073 57 18.20310(W)     ADJUSTED  
 LX4565* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4565  ___________________________________________________________________
 LX4565  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LX4565  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX4565
 LX4565  HORZ ORDER  -  THIRD
 LX4565
 LX4565.The horizontal coordinates were established by classical geodetic methods
 LX4565.and adjusted by the National Geodetic Survey in January 1999..
 LX4565
 LX4565.The orthometric height was scaled from a topographic map.
 LX4565
 LX4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4565
 LX4565.The geoid height was determined by GEOID03.
 LX4565
 LX4565;                    North         East     Units Scale Factor Converg.
 LX4565;SPC NY E     -   329,392.895   195,286.519   MT  0.99992523   +0 21 47.6
 LX4565;SPC NY E     - 1,080,683.19    640,702.52   sFT  0.99992523   +0 21 47.6
 LX4565;UTM  18      - 4,627,959.900   586,812.429   MT  0.99969274   +0 41 47.5
 LX4565
 LX4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4565!SPC NY E     -   1.00000470  x   0.99992523  =   0.99992993
 LX4565!UTM  18      -   1.00000470  x   0.99969274  =   0.99969744
 LX4565
 LX4565:                Primary Azimuth Mark                     Grid Az
 LX4565:SPC NY E     -  BETTY                                    006 28 33.9
 LX4565:UTM  18      -  BETTY                                    006 08 34.0
 LX4565
 LX4565|---------------------------------------------------------------------|
 LX4565| PID    Reference Object                     Distance      Geod. Az  |
 LX4565|                                                           dddmmss.s |
 LX4565| LX4569 BETTY                               APPROX. 1.1 KM 0065021.5 |
 LX4565| LX4577 DOMINICAN BOYS CAMP FLAGPOLE        APPROX. 2.9 KM 0294917.6 |
 LX4565| CB2770 BILL RM 1                             5.670 METERS 22849     |
 LX4565| CB2771 BILL RM 2                             6.290 METERS 32905     |
 LX4565|---------------------------------------------------------------------|
 LX4565
 LX4565                          SUPERSEDED SURVEY CONTROL
 LX4565
 LX4565  NAD 83(1986)-  41 47 55.50753(N)    073 57 18.20324(W) AD(       ) 3
 LX4565  NAD 27      -  41 47 55.17300(N)    073 57 19.71000(W) AD(       ) 3
 LX4565
 LX4565.Superseded values are not recommended for survey control.
 LX4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4565.See file dsdata.txt to determine how the superseded data were derived.
 LX4565
 LX4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8681227960(NAD 83)
 LX4565_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4565
 LX4565  HISTORY     - Date     Condition        Report By
 LX4565  HISTORY     - 1934     MONUMENTED       CGS
 LX4565  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4565
 LX4565                          STATION DESCRIPTION
 LX4565
 LX4565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4565'ON W SHORE HUDSON RIVER ON SMALL POINT OF LAND ABOUT 1/2 MILE
 LX4565'N OF MALDEN THAT IS ALMOST AN ISLAND.  STATION IS 10 FEET W OF
 LX4565'HIGH WATER LINE, ON E SIDE OF ISLAND ABOUT MIDWAY BETWEEN N-S ENDS
 LX4565'OF ISLAND AND 1 FOOT W OF LOW STONE RETAINING WALL.
 LX4565'
 LX4565'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 LX4565'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 LX4565'
 LX4565'REFERENCE MARK NO.1 IS 67 FEET SW OF STATION.  REFERENCE MARK
 LX4565'NO.2 IS 45 FEET NW OF STATION AND 20 FEET W OF LOW STONE
 LX4565'RETAINING WALL.
 LX4565
 LX4565                          STATION RECOVERY (1935)
 LX4565
 LX4565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4565'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH SUPPLEMENT AND
 LX4565'CORRECTIONS TO DISTANCES, AS PER SKETCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2155 ***********************************************************************
 MZ2155  DESIGNATION -  BILL
 MZ2155  PID         -  MZ2155
 MZ2155  STATE/COUNTY-  NY/ULSTER
 MZ2155  USGS QUAD   -  SAUGERTIES (1978)
 MZ2155
 MZ2155                         *CURRENT SURVEY CONTROL
 MZ2155  ___________________________________________________________________
 MZ2155* NAD 83(1996)-  42 06 19.28241(N)    073 55 47.90400(W)     ADJUSTED  
 MZ2155* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2155  ___________________________________________________________________
 MZ2155  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 MZ2155  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2155
 MZ2155  HORZ ORDER  -  THIRD
 MZ2155
 MZ2155.The horizontal coordinates were established by classical geodetic methods
 MZ2155.and adjusted by the National Geodetic Survey in January 1999..
 MZ2155
 MZ2155.The orthometric height was scaled from a topographic map.
 MZ2155
 MZ2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2155
 MZ2155.The geoid height was determined by GEOID03.
 MZ2155
 MZ2155;                    North         East     Units Scale Factor Converg.
 MZ2155;SPC NY E     -   363,458.491   197,144.526   MT  0.99992734   +0 22 55.9
 MZ2155;SPC NY E     - 1,192,446.73    646,798.33   sFT  0.99992734   +0 22 55.9
 MZ2155;UTM  18      - 4,662,027.859   588,471.265   MT  0.99969631   +0 43 03.0
 MZ2155
 MZ2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2155!SPC NY E     -   1.00000498  x   0.99992734  =   0.99993232
 MZ2155!UTM  18      -   1.00000498  x   0.99969631  =   0.99970129
 MZ2155
 MZ2155:                Primary Azimuth Mark                     Grid Az
 MZ2155:SPC NY E     -  GREEN FLATS LIGHT                        173 09 43.6
 MZ2155:UTM  18      -  GREEN FLATS LIGHT                        172 49 36.5
 MZ2155
 MZ2155|---------------------------------------------------------------------|
 MZ2155| PID    Reference Object                     Distance      Geod. Az  |
 MZ2155|                                                           dddmmss.s |
 MZ2155| MZ2145 GREEN FLATS LIGHT                   APPROX. 1.8 KM 1733239.5 |
 MZ2155| MZ2161 MALDEN STAPLE BRICK CO STACK        324.194 METERS 21851     |
 MZ2155| DA3026 BILL RM 1                            20.337 METERS 27632     |
 MZ2155| DA3027 BILL RM 2                            13.889 METERS 35425     |
 MZ2155|---------------------------------------------------------------------|
 MZ2155
 MZ2155                          SUPERSEDED SURVEY CONTROL
 MZ2155
 MZ2155  NAD 83(1986)-  42 06 19.27699(N)    073 55 47.90865(W) AD(       ) 3
 MZ2155  NAD 27      -  42 06 18.95400(N)    073 55 49.42400(W) AD(       ) 3
 MZ2155
 MZ2155.Superseded values are not recommended for survey control.
 MZ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2155.See file dsdata.txt to determine how the superseded data were derived.
 MZ2155
 MZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8847162028(NAD 83)
 MZ2155
 MZ2155  HISTORY     - Date     Condition        Report By
 MZ2155  HISTORY     - 1933     MONUMENTED       CGS
 MZ2155  HISTORY     - 1961     SEE DESCRIPTION  USE
 MZ2155  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MZ2155  HISTORY     - 1974     SEE DESCRIPTION  KONSKI
 MZ2155
 MZ2155                          STATION DESCRIPTION
 MZ2155
 MZ2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 MZ2155'THIS STATION IS LOCATED ON THE W SHORE OF THE HUDSON RIVER ON
 MZ2155'A FLAT POINT OF LAND DUE E OF THE VILLAGE OF W PARK AND ABOUT
 MZ2155'1/4 MILE N OF THE PROMINENT POINT AT THE MOUTH OF THE CREEK SE
 MZ2155'OF THE VILLAGE OF WEST PARK.  THE STATION IS LOCATED NEAR THE
 MZ2155'SE CORNER OF A LONG STONE WALL ABOUT 7 FEET TALL WHICH IS
 MZ2155'PLAINLY VISIBLE FROM THE RIVER, THE AREA WITHIN THIS WALL HAS
 MZ2155'BEEN FILLED IN AND CONTAINS THE RUINS OF A LARGE MILL OF SOME
 MZ2155'SORT.  THE SUB-SURFACE MARK IS A STANDARD DISK IN THE BEDROCK
 MZ2155'ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE
 MZ2155'MARK IS A STANDARD DISK IN A LARGE BOULDER FLUSH WITH THE
 MZ2155'SURFACE OF THE GROUND.  REFERENCE MARK 1 IS A STANDARD DISK IN
 MZ2155'A LARGE ROCK EXTENDING ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 MZ2155'GROUND AND REFERENCE MARK 2 IS A SIMILAR DISK CEMENTED IN A
 MZ2155'DRILL HOLE IN THE E FACE OF THE STONE WALL ABOUT 4 FEET ABOVE
 MZ2155'THE SURFACE OF THE GROUND.  ALL MARKS ARE STAMPED BILL 1933.
 MZ2155'REFERENCE MARK 1 DOES NOT SEE REFERENCE MARK 2.
 MZ2155'
 MZ2155'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 MZ2155
 MZ2155                          STATION RECOVERY (1961)
 MZ2155
 MZ2155'RECOVERY NOTE BY US ENGINEERS 1961
 MZ2155'STATION FOUND IN GOOD CONDITION.  R.M. 1 IS GONE.  R.M. 2 WAS
 MZ2155'FOUND IN GOOD CONDITION.
 MZ2155
 MZ2155                          STATION RECOVERY (1970)
 MZ2155
 MZ2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MZ2155'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION, HOWEVER THE
 MZ2155'STATION MARK WAS GONE.  A SEARCH WAS MADE FOR AN UNDERGROUND
 MZ2155'MARK, BUT NONE WAS FOUND.  THE EXACT POINT FOR THE STATION WAS
 MZ2155'FOUND BY DISTANCE FROM REFERENCE MARKS, AND BY ANGLE TO STATION
 MZ2155'GREEN 1934 AND THE REFERENCE MARKS, THEN A NEW STATION MARK WAS
 MZ2155'ESTABLISHED, AND A WITNESS POST SET.  A COMPLETE DESCRIPTION
 MZ2155'FOLLOWS--
 MZ2155'
 MZ2155'STATION IS LOCATED ON THE WEST BANK OF THE HUDSON RIVER, ABOUT
 MZ2155'1/4 MILE NORTH OF OLD BRICK FACTORY, ON A SMALL, FLAT, POINT OF
 MZ2155'LAND, AND 1 FOOT WEST OF A LOW, STONE AND CONCRETE WALL.
 MZ2155'
 MZ2155'TO REACH STATION FROM THE POST OFFICE IN MALDEN, GO NORTH FOR
 MZ2155'0.15 MILE TO THE MAINE MEMORIAL ON LEFT.  CONTINUE AHEAD,
 MZ2155'THROUGH GATE WITH 2 LARGE, BRICK GATEPOSTS, AND GO 0.1 MILE TO
 MZ2155'LARGE HOUSE.  GO RIGHT AND FOLLOW TRACK ROAD DOWN GRADE AND
 MZ2155'NORTH FOR 0.2 MILE.  TAKE LEFT FORK AND GO 0.1 MILE.  TAKE
 MZ2155'RIGHT FORK AT OLD SMOKE STACK AND GO 0.1 MILE TO RIVER.  GO
 MZ2155'LEFT, NORTH, ALONG RIVER, FOR 0.15 MILE TO STATION OUT ON POINT.
 MZ2155'
 MZ2155'STATION MARK IS A STANDARD DISK STAMPED BILL 1934 1970, SET IN
 MZ2155'THE TOP OF A 16-INCH-DIAMETER, MASS OF CONCRETE FLUSH WITH
 MZ2155'GROUND.  IT IS 15 FEET WEST OF JOG IN WOODEN DIKE AT RIVERS EDGE,
 MZ2155'WHERE IT BEARS FROM SOUTH TO SOUTHWEST, 19.5 FEET SOUTHEAST OF
 MZ2155'SOUTHEAST CORNER OF SMALL SHACK, 15 FEET NORTH OF SOUTH END OF
 MZ2155'THE WOODEN DIKE, 10 FEET NORTH OF THE EAST END OF A LONG,
 MZ2155'CONCRETE FOUNDATION RUNNING WEST INTO BRUSH, AND IN WHICH RM 1
 MZ2155'IS SET, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 MZ2155'
 MZ2155'UNDERGROUND MARK IS A STANDARD DISK STAMPED BILL 1934 1970,
 MZ2155'CEMENTED IN A DRILL HOLE IN BEDROCK 2 FEET BELOW GROUND LEVEL.
 MZ2155'
 MZ2155'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BILL NO 2
 MZ2155'1934, CEMENTED IN A DRILL HOLE IN THE LONG, CONCRETE FOUNDATION
 MZ2155'RUNNING WEST FROM RIVER, 20 FEET SOUTH OF CENTER LINE OF TRACK
 MZ2155'ROAD, AND 10 FEET INSIDE DENSE BRUSH.
 MZ2155'
 MZ2155'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BILL NO2
 MZ2155'1934, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 MZ2155'FLUSH WITH GROUND.  IT IS 16 FEET WEST OF STONE AND CONCRETE
 MZ2155'WALL, 19 FEET NORTH OF NORTHEAST CORNER OF SHACK AND 1-1/2 FEET
 MZ2155'HIGHER THAN STATION.
 MZ2155'
 MZ2155'NOTE--THE DATA IN THE BOX OF THE 1934 DESCRIPTION IS
 MZ2155'ERRONEOUS.  IT LISTS STATION DURDEN AS THE INITIAL USED TO TURN
 MZ2155'ANGLES TO REFERENCE MARKS, BUT A CHECK ON THE ANGLES SHOWS THAT
 MZ2155'CLARKSON WAS USED.
 MZ2155'
 MZ2155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2155'1 MILE NORTH OF MALDEN.
 MZ2155
 MZ2155                          STATION RECOVERY (1974)
 MZ2155
 MZ2155'RECOVERY NOTE BY KONSKI ENGINEERS 1974 (SRD)
 MZ2155'FOUND STA AND RMS IN GOOD CONDITION
 MZ2155'
 MZ2155'WITNESS POST SHOT UP BY VANDALS.  AFTER RECOVERY OF MARK THIS
 MZ2155'CREW COVERED MARK WITH ROCKS TO MAKE IT INCONSPICUOUS TO VANDALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7491 ***********************************************************************
 LX7491  DESIGNATION -  BILL
 LX7491  PID         -  LX7491
 LX7491  STATE/COUNTY-  NY/SUFFOLK
 LX7491  USGS QUAD   -  NEW LONDON (1984)
 LX7491
 LX7491                         *CURRENT SURVEY CONTROL
 LX7491  ___________________________________________________________________
 LX7491* NAD 83(1996)-  41 15 22.88978(N)    072 00 31.99552(W)     ADJUSTED  
 LX7491* NAVD 88     -        31.0    (meters)     102.     (feet)  VERTCON   
 LX7491  ___________________________________________________________________
 LX7491  X           -   1,483,149.433 (meters)                     COMP
 LX7491  Y           -  -4,567,075.007 (meters)                     COMP
 LX7491  Z           -   4,183,868.113 (meters)                     COMP
 LX7491  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX7491  ELLIP HEIGHT-           0.03  (meters)          (01/11/99) GPS OBS
 LX7491  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX7491
 LX7491  HORZ ORDER  -  FIRST
 LX7491  ELLP ORDER  -  FOURTH    CLASS I
 LX7491
 LX7491.The horizontal coordinates were established by GPS observations
 LX7491.and adjusted by the National Geodetic Survey in January 1999..
 LX7491
 LX7491.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7491
 LX7491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7491
 LX7491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7491
 LX7491.The ellipsoidal height was determined by GPS observations
 LX7491.and is referenced to NAD 83.
 LX7491
 LX7491.The geoid height was determined by GEOID03.
 LX7491
 LX7491;                    North         East     Units Scale Factor Converg.
 LX7491;SPC NY L     -   122,906.474   466,860.813   MT  1.00002000   +1 18 08.5
 LX7491;SPC NY L     -   403,235.66  1,531,692.52   sFT  1.00002000   +1 18 08.5
 LX7491;SPC CT       -   199,646.605   366,910.930   MT  0.99999479   +0 29 29.0
 LX7491;SPC CT       -   655,007.24  1,203,773.61   sFT  0.99999479   +0 29 29.0
 LX7491;UTM  18      - 4,571,531.409   750,594.960   MT  1.00037293   +1 58 24.4
 LX7491;UTM  19      - 4,571,582.881   247,915.649   MT  1.00038214   -1 59 06.7
 LX7491
 LX7491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7491!SPC NY L     -   1.00000000  x   1.00002000  =   1.00002000
 LX7491!SPC CT       -   1.00000000  x   0.99999479  =   0.99999479
 LX7491!UTM  18      -   1.00000000  x   1.00037293  =   1.00037293
 LX7491!UTM  19      -   1.00000000  x   1.00038214  =   1.00038214
 LX7491
 LX7491|---------------------------------------------------------------------|
 LX7491| PID    Reference Object                     Distance      Geod. Az  |
 LX7491|                                                           dddmmss.s |
 LX7491| LX7499 RAY                                  69.075 METERS 17452     |
 LX7491| LX0345 MT PROSPECT 3                        76.904 METERS 23040     |
 LX7491|---------------------------------------------------------------------|
 LX7491
 LX7491                          SUPERSEDED SURVEY CONTROL
 LX7491
 LX7491  NAD 83(1996)-  41 15 22.88980(N)    072 00 31.99557(W) AD(       ) 1
 LX7491  NAD 83(1992)-  41 15 22.88843(N)    072 00 31.99481(W) AD(       ) 1
 LX7491  NAD 83(1986)-  41 15 22.88976(N)    072 00 32.00047(W) AD(       ) 1
 LX7491  NAD 27      -  41 15 22.53286(N)    072 00 33.73614(W) AD(       ) 1
 LX7491  NGVD 29 (03/22/89)   31.3    (m)          103.     (f) GPS OBS        
 LX7491
 LX7491.Superseded values are not recommended for survey control.
 LX7491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7491.See file dsdata.txt to determine how the superseded data were derived.
 LX7491
 LX7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5059571531(NAD 83)
 LX7491_MARKER: DH = HORIZONTAL CONTROL DISK
 LX7491_SETTING: 0 = UNSPECIFIED SETTING
 LX7491_STAMPING: BILL 1988
 LX7491_MARK LOGO: NGS   
 LX7491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7491+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LX7491
 LX7491  HISTORY     - Date     Condition        Report By
 LX7491  HISTORY     - 1988     MONUMENTED       NGS
 LX7491
 LX7491                          STATION DESCRIPTION
 LX7491
 LX7491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LX7491'THE STATION IS LOCATED ON MOUNT PROSPECT, ON THE SOUTH SHORE OF
 LX7491'FISHERS ISLAND, IN THE SOUTHEAST EDGE OF A 5.0 METER CIRCULAR CONCRETE
 LX7491'PAD ON THE NORTH EDGE OF THE TOP OF THE HILL, ON THE NORTH SIDE OF THE
 LX7491'NAVY RADAR BUILDINT, AT THE NAVAL UNDERWATER SYSTEMS CENTER.
 LX7491'OWNERSHIP--U.S. DEPARTMENT OF THE NAVY, C/O BILL KING, FORACS DIVISION
 LX7491'OPERATION SECTION HEAD, NAVY UNDERWATER SYSTEMS CENTER, NEW LONDON
 LX7491'LABORATORY, NEW LONDON CT 06320, ATTEN CODE 38331.  PHONE
 LX7491'203-440-4954.
 LX7491'TO REACH THE STATION FROM THE FISHERS ISLAND POST OFFICE, GO SOUTHEAST
 LX7491'FOR 1.0 KM (0.60 MI) ON THE PAVED ROAD TO A PAVED DRIVE ON THE RIGHT,
 LX7491'AT A LOCKED GATE AT THE ENTRANCE TO THE NAVAL FACILITY.  TURN RIGHT
 LX7491'AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED DRIVE UPHILL,
 LX7491'PASSING THROUGH THE GATE TO THE STATION ON THE LEFT, AT THE TOP OF THE
 LX7491'HILL.
 LX7491'THE STATION IS A STANDARD NGS DISK STAMPED--BILL 1988---, SET INTO A
 LX7491'DRILL HOLE IN THE SOUTHEAST EDGE OF A CIRCULAR CONCRETE PAD 5.0 METERS
 LX7491'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 28.6 M (93.8 FT) NORTHEAST
 LX7491'FROM THE NORTHEAST CORNER OF A CONCRETE BUNKER, 12.2 M (40.0 FT)
 LX7491'NORTHEAST FROM THE CENTER OF THE ACCESS DIRVE, 11.3 M (37.1 FT)
 LX7491'SOUTHWEST FROM THE POWER POLE AT THE END OF THE LINE, AND 1.4 M
 LX7491'(4.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE CONCRETE PAD.
 LX7491'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3851 ***********************************************************************
 LX3851  DESIGNATION -  BILLING
 LX3851  PID         -  LX3851
 LX3851  STATE/COUNTY-  NY/WESTCHESTER
 LX3851  USGS QUAD   -  CROTON FALLS (1981)
 LX3851
 LX3851                         *CURRENT SURVEY CONTROL
 LX3851  ___________________________________________________________________
 LX3851* NAD 83(1996)-  41 17 22.62715(N)    073 42 17.17020(W)     ADJUSTED  
 LX3851* NAVD 88     -       150.8    (meters)     495.     (feet)  VERTCON   
 LX3851  ___________________________________________________________________
 LX3851  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 LX3851  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX3851
 LX3851  HORZ ORDER  -  FIRST
 LX3851
 LX3851.The horizontal coordinates were established by classical geodetic methods
 LX3851.and adjusted by the National Geodetic Survey in January 1999..
 LX3851
 LX3851.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3851
 LX3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3851
 LX3851.The geoid height was determined by GEOID03.
 LX3851
 LX3851;                    North         East     Units Scale Factor Converg.
 LX3851;SPC NY E     -   273,013.463   216,606.758   MT  0.99995458   +0 31 29.2
 LX3851;SPC NY E     -   895,711.67    710,650.67   sFT  0.99995458   +0 31 29.2
 LX3851;UTM  18      - 4,571,717.264   608,453.865   MT  0.99974476   +0 51 17.1
 LX3851
 LX3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3851!SPC NY E     -   0.99998112  x   0.99995458  =   0.99993570
 LX3851!UTM  18      -   0.99998112  x   0.99974476  =   0.99972589
 LX3851
 LX3851|---------------------------------------------------------------------|
 LX3851| PID    Reference Object                     Distance      Geod. Az  |
 LX3851|                                                           dddmmss.s |
 LX3851| CB2772 BILLING RM 1                         31.660 METERS 03912     |
 LX3851| LX3865 BILLING AZ 2                        APPROX. 5.0 KM 0475358.1 |
 LX3851| CB2773 BILLING RM 2                         21.277 METERS 27843     |
 LX3851|---------------------------------------------------------------------|
 LX3851
 LX3851                          SUPERSEDED SURVEY CONTROL
 LX3851
 LX3851  NAD 83(1996)-  41 17 22.62797(N)    073 42 17.17089(W) AD(       ) 1
 LX3851  NAD 83(1992)-  41 17 22.62747(N)    073 42 17.17078(W) AD(       ) 1
 LX3851  NAD 83(1986)-  41 17 22.62882(N)    073 42 17.17141(W) AD(       ) 1
 LX3851  NAD 27      -  41 17 22.28900(N)    073 42 18.69914(W) AD(       ) 1
 LX3851  NGVD 29 (07/19/86)  151.1    (m)          496.     (f) VERT ANG       
 LX3851
 LX3851.Superseded values are not recommended for survey control.
 LX3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3851.See file dsdata.txt to determine how the superseded data were derived.
 LX3851
 LX3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0845471717(NAD 83)
 LX3851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3851
 LX3851  HISTORY     - Date     Condition        Report By
 LX3851  HISTORY     - 1966     MONUMENTED       CGS
 LX3851  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3851
 LX3851                          STATION DESCRIPTION
 LX3851
 LX3851'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3851'THE STATION IS LOCATED IN THE TOWN OF SOMERS, ABOUT 2.5 MILES
 LX3851'SOUTH-SOUTHEAST OF LINCOLNDALE, 2.3 MILES EAST OF THE EAST
 LX3851'SHORE OF THE AMAWALK RESERVOIR, 1 MILE NORTH-NORTHEAST OF
 LX3851'WHITEHALL CORNERS, 0.5 MILE WEST OF THE WEST SHORE OF THE
 LX3851'MUSCOOT RESERVOIR AND ON PROPERTY OWNED BY MRS. FRANCES
 LX3851'BILLINGSLEY.
 LX3851'
 LX3851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100
 LX3851'AND 35 IN WHITEHALL CORNERS, GO NORTH ON STATE HIGHWAY 100 FOR
 LX3851'0.6 MILE TO ITS JUNCTION WITH STATE HIGHWAY 139.  CONTINUE
 LX3851'NORTH ON STATE HIGHWAY 100 FOR 0.5 MILE TO A SIDE ROAD
 LX3851'RIGHT.  TURN RIGHT AND GO EAST ON ELMER GALLOWAY ROAD FOR 0.15
 LX3851'MILE TO THE STATION ON THE RIGHT IN A LAWN.
 LX3851'
 LX3851'THE STATION MARK IS A STANDARD DISK STAMPED, BILLING 1966, SET
 LX3851'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX3851'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 157.8 FEET
 LX3851'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE STONE AND
 LX3851'STUCCO HOUSE, 79 FEET EAST OF THE CENTER OF A DRIVEWAY AND 49
 LX3851'FEET SOUTH OF THE CENTER OF ELMER GALLOWAY ROAD.
 LX3851'
 LX3851'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BILLING NO 1 1966,
 LX3851'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LX3851'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19.5 FEET WEST
 LX3851'OF THE CENTER OF A PAVED DRIVEWAY, 17.3 FEET NORTH OF THE
 LX3851'CENTER OF ELMER GALLOWAY ROAD, 2.5 FEET SOUTH-SOUTHWEST OF
 LX3851'POWER LINE POLE NUMBER 44 AND ABOUT 2.5 FEET LOWER THAN THE
 LX3851'STATION ELEVATION.
 LX3851'
 LX3851'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BILLING NO 2
 LX3851'1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX3851'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 65 FEET
 LX3851'SOUTHEAST OF POWER LINE POLE NUMBER 33, 23 FEET SOUTH OF THE
 LX3851'CENTER OF ELMER GALLOWAY ROAD, 14.5 FEET EAST OF THE CENTER OF
 LX3851'THE PAVED DRIVEWAY AND 2 FEET LOWER THAN THE STATION ELEVATION.
 LX3851'
 LX3851'NOTE--THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3851'
 LX3851'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LX3851
 LX3851                          STATION RECOVERY (1975)
 LX3851
 LX3851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3851'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION MARK AND
 LX3851'RM 2 ARE IN THE LAWN AT THE BILLINGSLEY RESIDENCE.  RM 1 IS NOW
 LX3851'1 INCH BELOW GROUND LEVEL.  VIEW FROM STATION IS OPEN FROM WEST
 LX3851'CLOCKWISE AROUND TO EAST.  REMIANING AREAS ARE BLOCKED BY TREES.
 LX3851'
 LX3851'THE 1968 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX3851'
 LX3851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3851'2-1/2 MILES SSE OF LINCOLNDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3857 ***********************************************************************
 LX3857  DESIGNATION -  BILLING AZ 1
 LX3857  PID         -  LX3857
 LX3857  STATE/COUNTY-  NY/WESTCHESTER
 LX3857  USGS QUAD   -  CROTON FALLS (1981)
 LX3857
 LX3857                         *CURRENT SURVEY CONTROL
 LX3857  ___________________________________________________________________
 LX3857* NAD 83(1996)-  41 18 53.44550(N)    073 41 26.48795(W)     ADJUSTED  
 LX3857* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 LX3857  ___________________________________________________________________
 LX3857  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 LX3857  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX3857
 LX3857  HORZ ORDER  -  SECOND
 LX3857
 LX3857.The horizontal coordinates were established by classical geodetic methods
 LX3857.and adjusted by the National Geodetic Survey in January 1999..
 LX3857
 LX3857.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3857
 LX3857.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3857
 LX3857.The geoid height was determined by GEOID03.
 LX3857
 LX3857;                    North         East     Units Scale Factor Converg.
 LX3857;SPC NY E     -   275,825.855   217,759.824   MT  0.99995649   +0 32 03.6
 LX3857;SPC NY E     -   904,938.66    714,433.69   sFT  0.99995649   +0 32 03.6
 LX3857;UTM  18      - 4,574,535.663   609,590.472   MT  0.99974781   +0 51 52.2
 LX3857
 LX3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3857!SPC NY E     -   0.99999290  x   0.99995649  =   0.99994939
 LX3857!UTM  18      -   0.99999290  x   0.99974781  =   0.99974071
 LX3857
 LX3857                          SUPERSEDED SURVEY CONTROL
 LX3857
 LX3857  NAD 83(1996)-  41 18 53.44627(N)    073 41 26.48846(W) AD(       ) 2
 LX3857  NAD 83(1992)-  41 18 53.44575(N)    073 41 26.48829(W) AD(       ) 2
 LX3857  NAD 83(1986)-  41 18 53.44718(N)    073 41 26.48918(W) AD(       ) 2
 LX3857  NAD 27      -  41 18 53.10825(N)    073 41 28.01835(W) AD(       ) 2
 LX3857  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 LX3857
 LX3857.Superseded values are not recommended for survey control.
 LX3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3857.See file dsdata.txt to determine how the superseded data were derived.
 LX3857
 LX3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0959074536(NAD 83)
 LX3857_MARKER: DD = SURVEY DISK
 LX3857_SETTING: 0 = UNSPECIFIED SETTING
 LX3857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3857
 LX3857  HISTORY     - Date     Condition        Report By
 LX3857  HISTORY     - 1965     MONUMENTED       NY-119
 LX3857
 LX3857                          STATION DESCRIPTION
 LX3857
 LX3857'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX3857'STATION BILLING AZ-1 IS THE CENTER MARK OF A STANDARD BRONZE
 LX3857'DISC SET IN A 4 FT DEEP CONCRETE, PRECAST MONUMENT ON THE
 LX3857'SOUTHERLY SIDE OF ROUTE 138.
 LX3857'
 LX3857'NOTE--THIS STATION SEES GROUND TO GROUND WITH TRIANGULATION
 LX3857'STATION BILLING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3865 ***********************************************************************
 LX3865  DESIGNATION -  BILLING AZ 2
 LX3865  PID         -  LX3865
 LX3865  STATE/COUNTY-  NY/WESTCHESTER
 LX3865  USGS QUAD   -  CROTON FALLS (1981)
 LX3865
 LX3865                         *CURRENT SURVEY CONTROL
 LX3865  ___________________________________________________________________
 LX3865* NAD 83(1996)-  41 19 11.39895(N)    073 39 37.44992(W)     ADJUSTED  
 LX3865* NAVD 88     -        83.57   (+/-2cm)     274.2    (feet)  VERTCON   
 LX3865  ___________________________________________________________________
 LX3865  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 LX3865  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3865
 LX3865  HORZ ORDER  -  SECOND
 LX3865  VERT ORDER  -  THIRD ? (See Below)
 LX3865
 LX3865.The horizontal coordinates were established by classical geodetic methods
 LX3865.and adjusted by the National Geodetic Survey in January 1999..
 LX3865
 LX3865.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3865.The vertical order pertains to the NGVD 29 superseded value.
 LX3865
 LX3865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3865
 LX3865.The geoid height was determined by GEOID03.
 LX3865
 LX3865;                    North         East     Units Scale Factor Converg.
 LX3865;SPC NY E     -   276,403.764   220,290.397   MT  0.99996079   +0 33 15.8
 LX3865;SPC NY E     -   906,834.68    722,736.08   sFT  0.99996079   +0 33 15.8
 LX3865;UTM  18      - 4,575,128.023   612,117.148   MT  0.99975470   +0 53 04.5
 LX3865
 LX3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3865!SPC NY E     -   0.99999165  x   0.99996079  =   0.99995244
 LX3865!UTM  18      -   0.99999165  x   0.99975470  =   0.99974635
 LX3865
 LX3865                          SUPERSEDED SURVEY CONTROL
 LX3865
 LX3865  NAD 83(1996)-  41 19 11.39962(N)    073 39 37.45023(W) AD(       ) 2
 LX3865  NAD 83(1992)-  41 19 11.39905(N)    073 39 37.45005(W) AD(       ) 2
 LX3865  NAD 83(1986)-  41 19 11.40062(N)    073 39 37.45114(W) AD(       ) 2
 LX3865  NAD 27      -  41 19 11.05968(N)    073 39 38.98415(W) AD(       ) 2
 LX3865  NGVD 29 (07/19/86)   83.88   (m)          275.2    (f) LEVELING    3  
 LX3865
 LX3865.Superseded values are not recommended for survey control.
 LX3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3865.See file dsdata.txt to determine how the superseded data were derived.
 LX3865
 LX3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1211775128(NAD 83)
 LX3865_MARKER: DD = SURVEY DISK
 LX3865_SETTING: 66 = SET IN ROCK OUTCROP
 LX3865_SP_SET: SET IN A ROCK LEDGE
 LX3865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3865+STABILITY: POSITION/ELEVATION WELL
 LX3865
 LX3865  HISTORY     - Date     Condition        Report By
 LX3865  HISTORY     - 1966     MONUMENTED       NY-119
 LX3865  HISTORY     - 19940806 GOOD             USPSQD
 LX3865
 LX3865                          STATION DESCRIPTION
 LX3865
 LX3865'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3865'STATION BILLING AZ-2 IS A BRONZE DISC SET IN A HIGH ROCK LEDGE
 LX3865'CUT ON THE EASTERLY SIDE OF ROUTE 22 IN THE TOWN OF N. SALEM,
 LX3865'0.5 MILES SOUTH OF ROUTE 116
 LX3865'
 LX3865'W.C.C.S DISC SET IN LEDGE ROCK
 LX3865'
 LX3865'+ OR - 17 FT ABOVE ROAD
 LX3865'
 LX3865'+ OR - 12 FT OFF ED. ROAD
 LX3865'
 LX3865'1ST. HIGHEST PORTION OF LEDGE SOUTH OF NORTH END
 LX3865
 LX3865                          STATION RECOVERY (1994)
 LX3865
 LX3865'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3862 ***********************************************************************
 LX3862  DESIGNATION -  BILLING AZ 3
 LX3862  PID         -  LX3862
 LX3862  STATE/COUNTY-  NY/WESTCHESTER
 LX3862  USGS QUAD   -  CROTON FALLS (1981)
 LX3862
 LX3862                         *CURRENT SURVEY CONTROL
 LX3862  ___________________________________________________________________
 LX3862* NAD 83(1996)-  41 18 05.36469(N)    073 40 29.44269(W)     ADJUSTED  
 LX3862* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 LX3862  ___________________________________________________________________
 LX3862  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 LX3862  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX3862
 LX3862  HORZ ORDER  -  SECOND
 LX3862
 LX3862.The horizontal coordinates were established by classical geodetic methods
 LX3862.and adjusted by the National Geodetic Survey in January 1999..
 LX3862
 LX3862.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3862
 LX3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3862
 LX3862.The geoid height was determined by GEOID03.
 LX3862
 LX3862;                    North         East     Units Scale Factor Converg.
 LX3862;SPC NY E     -   274,355.186   219,100.644   MT  0.99995875   +0 32 40.7
 LX3862;SPC NY E     -   900,113.64    718,832.70   sFT  0.99995875   +0 32 40.7
 LX3862;UTM  18      - 4,573,073.048   610,939.462   MT  0.99975147   +0 52 29.0
 LX3862
 LX3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3862!SPC NY E     -   0.99999461  x   0.99995875  =   0.99995336
 LX3862!UTM  18      -   0.99999461  x   0.99975147  =   0.99974609
 LX3862
 LX3862                          SUPERSEDED SURVEY CONTROL
 LX3862
 LX3862  NAD 83(1996)-  41 18 05.36540(N)    073 40 29.44330(W) AD(       ) 2
 LX3862  NAD 83(1992)-  41 18 05.36486(N)    073 40 29.44316(W) AD(       ) 2
 LX3862  NAD 83(1986)-  41 18 05.36634(N)    073 40 29.44398(W) AD(       ) 2
 LX3862  NAD 27      -  41 18 05.02661(N)    073 40 30.97562(W) AD(       ) 2
 LX3862  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 LX3862
 LX3862.Superseded values are not recommended for survey control.
 LX3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3862.See file dsdata.txt to determine how the superseded data were derived.
 LX3862
 LX3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1093973073(NAD 83)
 LX3862_MARKER: DD = SURVEY DISK
 LX3862_SETTING: 0 = UNSPECIFIED SETTING
 LX3862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3862
 LX3862  HISTORY     - Date     Condition        Report By
 LX3862  HISTORY     - 1965     MONUMENTED       NY-119
 LX3862
 LX3862                          STATION DESCRIPTION
 LX3862
 LX3862'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX3862'STATION BILLING AZ-3 IS THE CENTER MARK OF A STANDARD BRONZE
 LX3862'DISC SET ON THE WESTERLY SIDE OF THE NEW ROUTE 22 IN A POURED
 LX3862'CONCRETE MONUMENT, 0.46 MILES NORTH OF GOLDENS BRIDGE IN THE
 LX3862'TOWN OF LEWISBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3072 ***********************************************************************
 KU3072  DESIGNATION -  BILTMORE
 KU3072  PID         -  KU3072
 KU3072  STATE/COUNTY-  NY/WESTCHESTER
 KU3072  USGS QUAD   -  MAMARONECK (1975)
 KU3072
 KU3072                         *CURRENT SURVEY CONTROL
 KU3072  ___________________________________________________________________
 KU3072* NAD 83(1996)-  40 59 52.34125(N)    073 41 54.62746(W)     ADJUSTED  
 KU3072* NAVD 88     -                                                        
 KU3072  ___________________________________________________________________
 KU3072  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KU3072  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KU3072
 KU3072  HORZ ORDER  -  THIRD
 KU3072
 KU3072.The horizontal coordinates were established by classical geodetic methods
 KU3072.and adjusted by the National Geodetic Survey in January 1999..
 KU3072
 KU3072
 KU3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3072
 KU3072.The geoid height was determined by GEOID03.
 KU3072
 KU3072;                    North         East     Units Scale Factor Converg.
 KU3072;SPC NY E     -   240,620.740   217,429.445   MT  0.99995594   +0 31 33.0
 KU3072;SPC NY E     -   789,436.54    713,349.77   sFT  0.99995594   +0 31 33.0
 KU3072;SPC CT       -   171,111.522   224,994.661   MT  1.00002657   -0 37 44.1
 KU3072;SPC CT       -   561,388.39    738,169.98   sFT  1.00002657   -0 37 44.1
 KU3072;UTM  18      - 4,539,336.574   609,462.351   MT  0.99974747   +0 51 14.1
 KU3072
 KU3072                          SUPERSEDED SURVEY CONTROL
 KU3072
 KU3072  NAD 83(1996)-  40 59 52.34043(N)    073 41 54.62367(W) AD(       ) 4
 KU3072  NAD 83(1992)-  40 59 52.33989(N)    073 41 54.62288(W) AD(       ) 4
 KU3072  NAD 83(1986)-  40 59 52.33970(N)    073 41 54.62029(W) AD(       ) 4
 KU3072  NAD 27      -  40 59 51.99000(N)    073 41 56.18100(W) AD(       ) 3
 KU3072
 KU3072.Superseded values are not recommended for survey control.
 KU3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3072.See file dsdata.txt to determine how the superseded data were derived.
 KU3072
 KU3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0946239337(NAD 83)
 KU3072_MARKER: 85 = CHIMNEY
 KU3072
 KU3072  HISTORY     - Date     Condition        Report By
 KU3072  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU3072  HISTORY     - 1934     GOOD             CGS
 KU3072
 KU3072                          STATION DESCRIPTION
 KU3072
 KU3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU3072'ON HIGH GROUND ABOUT 1-1/2 MILES NW OF RYE, NEW YORK, A LARGE
 KU3072'BUILDING FORMERLY THE BILTMORE HOTEL AND WHICH IS NOW OWNED BY
 KU3072'THE WESTCHESTER COUNTRY CLUB.  THE PROPERTY IS BOUNDED BY
 KU3072'HIGHLAND ROAD, NORTH STREET AND HOLLY PARK ROAD.  THE STATION
 KU3072'IS A WHITE STONE AIR SHAFT ON THE SW CORNER OF THE HIGHEST TOWER
 KU3072'ON THE BUILDING.  THE SHAFT IS OUTSIDE OF THE BUILDING AND
 KU3072'EXTENDS FROM THE GROUND TO ABOUT 20 FEET ABOVE THE TOP OF THE
 KU3072'TOWER.
 KU3072
 KU3072                          STATION RECOVERY (1934)
 KU3072
 KU3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3072'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE FOLLOWING
 KU3072'INFORMATION SHOULD BE ADDED TO THE DESCRIPTION, NAMELY--THAT THE
 KU3072'TOWER IS ON THE SE CORNER OF THE BUILDING AND NOT ON THE SW CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2067 ***********************************************************************
 NA2067  DESIGNATION -  BINGHAM
 NA2067  PID         -  NA2067
 NA2067  STATE/COUNTY-  NY/DELAWARE
 NA2067  USGS QUAD   -  HOBART (1982)
 NA2067
 NA2067                         *CURRENT SURVEY CONTROL
 NA2067  ___________________________________________________________________
 NA2067* NAD 83(1996)-  42 17 42.52037(N)    074 39 38.51237(W)     ADJUSTED  
 NA2067* NAVD 88     -       975.8    (meters)    3201.     (feet)  VERTCON   
 NA2067  ___________________________________________________________________
 NA2067  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 NA2067  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 NA2067
 NA2067  HORZ ORDER  -  SECOND
 NA2067
 NA2067.The horizontal coordinates were established by classical geodetic methods
 NA2067.and adjusted by the National Geodetic Survey in January 1999..
 NA2067
 NA2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2067
 NA2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2067
 NA2067.The geoid height was determined by GEOID03.
 NA2067
 NA2067;                    North         East     Units Scale Factor Converg.
 NA2067;SPC NY E     -   384,392.793   136,749.083   MT  0.99990216   -0 06 29.3
 NA2067;SPC NY E     - 1,261,128.69    448,650.95   sFT  0.99990216   -0 06 29.3
 NA2067;UTM  18      - 4,682,602.364   527,969.985   MT  0.99960963   +0 13 42.0
 NA2067
 NA2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2067!SPC NY E     -   0.99985164  x   0.99990216  =   0.99975382
 NA2067!UTM  18      -   0.99985164  x   0.99960963  =   0.99946133
 NA2067
 NA2067|---------------------------------------------------------------------|
 NA2067| PID    Reference Object                     Distance      Geod. Az  |
 NA2067|                                                           dddmmss.s |
 NA2067| CZ7489 BINGHAM RM 1                         10.423 METERS 00505     |
 NA2067| CZ7490 BINGHAM RM 2                         14.536 METERS 11910     |
 NA2067| CZ7488 BINGHAM AZ MK                                      1324731.1 |
 NA2067|---------------------------------------------------------------------|
 NA2067
 NA2067                          SUPERSEDED SURVEY CONTROL
 NA2067
 NA2067  NAD 83(1986)-  42 17 42.52416(N)    074 39 38.51365(W) AD(       ) 2
 NA2067  NAD 27      -  42 17 42.21700(N)    074 39 39.96100(W) AD(       ) 2
 NA2067  NGVD 29 (07/19/86)  976.0    (m)         3202.     (f) VERT ANG       
 NA2067
 NA2067.Superseded values are not recommended for survey control.
 NA2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2067.See file dsdata.txt to determine how the superseded data were derived.
 NA2067
 NA2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM2797082602(NAD 83)
 NA2067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2067_SETTING: 66 = SET IN ROCK OUTCROP
 NA2067
 NA2067  HISTORY     - Date     Condition        Report By
 NA2067  HISTORY     - 1942     MONUMENTED       CGS
 NA2067
 NA2067                          STATION DESCRIPTION
 NA2067
 NA2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2067'STATION IS ON THE SUMMIT OF A HILL ABOUT 5 MILES W OF ROXBURY
 NA2067'AND ON PROPERTY OWNED BY G. HERBERT BINGHAM.  IT IS SET FLUSH IN
 NA2067'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND, IN A
 NA2067'SMALL CLEARED AREA AND IS STAMPED BINGHAM 1942.
 NA2067'
 NA2067'REFERENCE MARK NO.1 IS N OF THE STATION, SET FLUSH IN THE TOP
 NA2067'OF A BOULDER FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 NA2067'BINGHAM NO.1 1942.
 NA2067'
 NA2067'REFERENCE MARK NO.2 IS SE OF THE STATION, IN THE TOP OF A 4-BY
 NA2067'6-FOOT BOULDER PROTRUDING 3 FEET AND IS STAMPED BINGHAM NO.2 1942.
 NA2067'
 NA2067'THE AZIMUTH MARK IS ABOUT 3.5 MILES SE OF THE STATION, IN THE
 NA2067'SE ANGLE OF THE CROSS ROAD MENTIONED IN THE DESCRIPTION.  IT IS
 NA2067'SET FLUSH IN THE TOP OF A LARGE BOULDER PROTRUDING 2 FEET, 100
 NA2067'PACES S OF THE CROSS ROAD, 70 FEET E OF THE CENTER OF THE N-S ROAD
 NA2067'AND 49 FEET E OF A STONE AND WIRE FENCE LINE.  IT IS STAMPED
 NA2067'BINGHAM 1942.
 NA2067'
 NA2067'TO REACH THE STATION FROM THE ROXBURY HOTEL IN ROXBURY, GO S
 NA2067'ON STATE HIGHWAY 30 FOR 3.3 MILES TO A REVERSE Y, TURN SHARP
 NA2067'RIGHT FOR 0.2 MILE TO A SIDE ROAD LEFT, CONTINUE FOR 0.1 MILE TO
 NA2067'ANOTHER SIDE ROAD LEFT, TURN LEFT UPHILL AND GO 0.85 MILE TO A
 NA2067'CROSS ROAD.  (THE AZIMUTH MARK IS ABOUT 100 PACES S OF THIS CROSS
 NA2067'ROAD IN THE SE ANGLE OF THE INTERSECTION.) CONTINUE STRAIGHT
 NA2067'AHEAD FOR 3.75 MILES TO A SUMMIT IN A SADDLE AND A TRIANGULAR
 NA2067'BLAZE ON THE LEFT.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE
 NA2067'FOLLOW BLAZED SLED TRAIL TO THE LEFT TO SUMMIT OF HILL AND THE
 NA2067'STATION.  A 25-MINUTE PACK.
 NA2067'
 NA2067'STATION AND REFERENCE MARKS ARE BRONZE DISKS, AS DESCRIBED IN
 NA2067'NOTES 2 AND 12C.
 NA2067'
 NA2067'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT COLLINS, SCHUMAN
 NA2067'AND BERTINO.
 NA2067'
 NA2067'A 37-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT ANDES (U.S.G.S.)
 NA2067'1940-1942.
 NA2067'
 NA2067'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT EIGNOR 1940 AND
 NA2067'UTSAYANTHA (NYSS).
 NA2067'
 NA2067'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2216 ***********************************************************************
 NA2216  DESIGNATION -  BINGHAMTON CITY GAS HOLDER
 NA2216  PID         -  NA2216
 NA2216  STATE/COUNTY-  NY/BROOME
 NA2216  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA2216
 NA2216                         *CURRENT SURVEY CONTROL
 NA2216  ___________________________________________________________________
 NA2216* NAD 83(1996)-  42 06 10.19354(N)    075 53 50.44654(W)     ADJUSTED  
 NA2216* NAVD 88     -                                                        
 NA2216  ___________________________________________________________________
 NA2216  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 NA2216  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 NA2216
 NA2216  HORZ ORDER  -  THIRD
 NA2216
 NA2216.The horizontal coordinates were established by classical geodetic methods
 NA2216.and adjusted by the National Geodetic Survey in January 1999..
 NA2216
 NA2216
 NA2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2216
 NA2216.The geoid height was determined by GEOID03.
 NA2216
 NA2216;                    North         East     Units Scale Factor Converg.
 NA2216;SPC NY E     -   363,965.846    34,425.757   MT  1.00006431   -0 56 13.1
 NA2216;SPC NY E     - 1,194,111.28    112,945.17   sFT  1.00006431   -0 56 13.1
 NA2216;SPC PA N     -   216,666.237   753,239.062   MT  1.00002838   +1 13 32.2
 NA2216;SPC PA N     -   710,845.81  2,471,251.82   sFT  1.00002838   +1 13 32.2
 NA2216;UTM  18      - 4,661,583.165   425,803.375   MT  0.99966774   -0 36 06.0
 NA2216
 NA2216                          SUPERSEDED SURVEY CONTROL
 NA2216
 NA2216  NAD 83(1986)-  42 06 10.19940(N)    075 53 50.44943(W) AD(       ) 4
 NA2216  NAD 27      -  42 06 09.92700(N)    075 53 51.75000(W) AD(       ) 3
 NA2216
 NA2216.Superseded values are not recommended for survey control.
 NA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2216.See file dsdata.txt to determine how the superseded data were derived.
 NA2216
 NA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2580361583(NAD 83)
 NA2216
 NA2216  HISTORY     - Date     Condition        Report By
 NA2216  HISTORY     - 1940     MONUMENTED       CGS
 NA2216  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 NA2216
 NA2216                          STATION DESCRIPTION
 NA2216
 NA2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2216'ON THE NORTHEAST CORNER OF THE INTERSECTION OF BRANDYWINE AND
 NA2216'COURT STREETS IN BINGHAMTON.  POINT IS THE CENTER OF THE TANK.
 NA2216
 NA2216                          STATION RECOVERY (1970)
 NA2216
 NA2216'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (ERH)
 NA2216'THE BINGHAMTON CITY GAS HOLDER WAS DEMOLISHED IN THE YEAR
 NA2216'1969.  THE GAS HOLDER WAS REMOVED LEAVING NO EVIDENCE OF ITS
 NA2216'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0442 ***********************************************************************
 DI0442  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0442  DESIGNATION -  BINGHAMTON CORS ARP
 DI0442  CORS_ID     -  NYBH
 DI0442  PID         -  DI0442
 DI0442  STATE/COUNTY-  NY/BROOME
 DI0442  USGS QUAD   -  BINGHAMTON EAST (1976)
 DI0442
 DI0442                         *CURRENT SURVEY CONTROL
 DI0442  ___________________________________________________________________
 DI0442* NAD 83(CORS)-  42 06 35.09747(N)    075 49 38.70322(W)     ADJUSTED  
 DI0442* NAVD 88     -                                                        
 DI0442  ___________________________________________________________________
 DI0442  EPOCH DATE  -        2002.00
 DI0442  X           -   1,160,329.194 (meters)                     COMP
 DI0442  Y           -  -4,594,820.932 (meters)                     COMP
 DI0442  Z           -   4,254,865.150 (meters)                     COMP
 DI0442  ELLIP HEIGHT-         313.10  (meters)          (06/??/06) GPS OBS
 DI0442  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DI0442
 DI0442  HORZ ORDER  -  SPECIAL (CORS)
 DI0442  ELLP ORDER  -  SPECIAL (CORS)
 DI0442
 DI0442.ITRF positions are available for this station.
 DI0442.The coordinates were established by GPS observations
 DI0442.and adjusted by the National Geodetic Survey in June 2006..
 DI0442.The coordinates are valid at the epoch date displayed above.
 DI0442.The epoch date for horizontal control is a decimal equivalence
 DI0442.of Year/Month/Day.
 DI0442
 DI0442
 DI0442.The PID for the CORS L1 Phase Center is DI0443.
 DI0442
 DI0442.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0442
 DI0442.The ellipsoidal height was determined by GPS observations
 DI0442.and is referenced to NAD 83.
 DI0442
 DI0442.The geoid height was determined by GEOID03.
 DI0442
 DI0442;                    North         East     Units Scale Factor Converg.
 DI0442;SPC NY E     -   364,641.957    40,221.593   MT  1.00004824   -0 53 24.7
 DI0442;SPC NY E     - 1,196,329.49    131,960.34   sFT  1.00004824   -0 53 24.7
 DI0442
 DI0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0442!SPC NY E     -   0.99995090  x   1.00004824  =   0.99999913
 DI0442
 DI0442                          SUPERSEDED SURVEY CONTROL
 DI0442
 DI0442.No superseded survey control is available for this station.
 DI0442
 DI0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM3159362293(NAD 83)
 DI0442_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0442
 DI0442                          STATION DESCRIPTION
 DI0442
 DI0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0442'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0442'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0442'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0442'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0442'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0443 ***********************************************************************
 DI0443  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0443  DESIGNATION -  BINGHAMTON CORS L1 PHASE CENTER
 DI0443  CORS_ID     -  NYBH
 DI0443  PID         -  DI0443
 DI0443  STATE/COUNTY-  NY/BROOME
 DI0443  USGS QUAD   -  BINGHAMTON EAST (1976)
 DI0443
 DI0443                         *CURRENT SURVEY CONTROL
 DI0443  ___________________________________________________________________
 DI0443* NAD 83(CORS)-  42 06 35.09755(N)    075 49 38.70316(W)     ADJUSTED  
 DI0443* NAVD 88     -                                                        
 DI0443  ___________________________________________________________________
 DI0443  EPOCH DATE  -        2002.00
 DI0443  X           -   1,160,329.215 (meters)                     COMP
 DI0443  Y           -  -4,594,821.009 (meters)                     COMP
 DI0443  Z           -   4,254,865.226 (meters)                     COMP
 DI0443  ELLIP HEIGHT-         313.21  (meters)          (06/??/06) GPS OBS
 DI0443  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DI0443
 DI0443  HORZ ORDER  -  SPECIAL (CORS)
 DI0443  ELLP ORDER  -  SPECIAL (CORS)
 DI0443
 DI0443.ITRF positions are available for this station.
 DI0443.The coordinates were established by GPS observations
 DI0443.and adjusted by the National Geodetic Survey in June 2006..
 DI0443.The coordinates are valid at the epoch date displayed above.
 DI0443.The epoch date for horizontal control is a decimal equivalence
 DI0443.of Year/Month/Day.
 DI0443
 DI0443
 DI0443.The PID for the CORS ARP is DI0442.
 DI0443
 DI0443.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0443
 DI0443.The ellipsoidal height was determined by GPS observations
 DI0443.and is referenced to NAD 83.
 DI0443
 DI0443.The geoid height was determined by GEOID03.
 DI0443
 DI0443;                    North         East     Units Scale Factor Converg.
 DI0443;SPC NY E     -   364,641.959    40,221.595   MT  1.00004824   -0 53 24.7
 DI0443;SPC NY E     - 1,196,329.49    131,960.35   sFT  1.00004824   -0 53 24.7
 DI0443
 DI0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0443!SPC NY E     -   0.99995088  x   1.00004824  =   0.99999912
 DI0443
 DI0443                          SUPERSEDED SURVEY CONTROL
 DI0443
 DI0443.No superseded survey control is available for this station.
 DI0443
 DI0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM3159362293(NAD 83)
 DI0443_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0443
 DI0443                          STATION DESCRIPTION
 DI0443
 DI0443'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0443'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0443'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0443'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0443'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0443'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2215 ***********************************************************************
 NA2215  DESIGNATION -  BINGHAMTON DICKINSON TANK
 NA2215  PID         -  NA2215
 NA2215  STATE/COUNTY-  NY/BROOME
 NA2215  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA2215
 NA2215                         *CURRENT SURVEY CONTROL
 NA2215  ___________________________________________________________________
 NA2215* NAD 83(1996)-  42 07 19.38980(N)    075 56 24.65842(W)     ADJUSTED  
 NA2215* NAVD 88     -                                                        
 NA2215  ___________________________________________________________________
 NA2215  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 NA2215  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NA2215
 NA2215  HORZ ORDER  -  THIRD
 NA2215
 NA2215.The horizontal coordinates were established by classical geodetic methods
 NA2215.and adjusted by the National Geodetic Survey in January 1999..
 NA2215
 NA2215
 NA2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2215
 NA2215.The geoid height was determined by GEOID03.
 NA2215
 NA2215;                    North         East     Units Scale Factor Converg.
 NA2215;SPC NY E     -   366,159.539    30,918.664   MT  1.00007443   -0 57 57.8
 NA2215;SPC NY E     - 1,201,308.42    101,438.98   sFT  1.00007443   -0 57 57.8
 NA2215;SPC PA N     -   218,725.923   749,651.814   MT  1.00003246   +1 11 50.2
 NA2215;SPC PA N     -   717,603.30  2,459,482.66   sFT  1.00003246   +1 11 50.2
 NA2215;UTM  18      - 4,663,755.426   422,284.903   MT  0.99967431   -0 37 50.2
 NA2215
 NA2215                          SUPERSEDED SURVEY CONTROL
 NA2215
 NA2215  NAD 83(1986)-  42 07 19.39520(N)    075 56 24.66117(W) AD(       ) 4
 NA2215  NAD 27      -  42 07 19.12400(N)    075 56 25.95300(W) AD(       ) 3
 NA2215
 NA2215.Superseded values are not recommended for survey control.
 NA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2215.See file dsdata.txt to determine how the superseded data were derived.
 NA2215
 NA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2228563755(NAD 83)
 NA2215
 NA2215  HISTORY     - Date     Condition        Report By
 NA2215  HISTORY     - 1940     MONUMENTED       CGS
 NA2215
 NA2215                          STATION DESCRIPTION
 NA2215
 NA2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2215'A SILVER COLORED WATER TANK NEAR THE NORTH END OF GLENWOOD
 NA2215'ROAD NEAR THE NORTH EDGE OF BINGHAMTON.  THE POINT IS A SMALL BALL
 NA2215'ON THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2217 ***********************************************************************
 NA2217  DESIGNATION -  BINGHAMTON FIRST PRESB CHURCH
 NA2217  PID         -  NA2217
 NA2217  STATE/COUNTY-  NY/BROOME
 NA2217  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA2217
 NA2217                         *CURRENT SURVEY CONTROL
 NA2217  ___________________________________________________________________
 NA2217* NAD 83(1996)-  42 06 00.53885(N)    075 54 36.23792(W)     ADJUSTED  
 NA2217* NAVD 88     -                                                        
 NA2217  ___________________________________________________________________
 NA2217  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 NA2217  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NA2217
 NA2217  HORZ ORDER  -  THIRD
 NA2217
 NA2217.The horizontal coordinates were established by classical geodetic methods
 NA2217.and adjusted by the National Geodetic Survey in January 1999..
 NA2217
 NA2217
 NA2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2217
 NA2217.The geoid height was determined by GEOID03.
 NA2217
 NA2217;                    North         East     Units Scale Factor Converg.
 NA2217;SPC NY E     -   363,685.263    33,368.765   MT  1.00006733   -0 56 43.6
 NA2217;SPC NY E     - 1,193,190.73    109,477.36   sFT  1.00006733   -0 56 43.6
 NA2217;SPC PA N     -   216,345.980   752,193.450   MT  1.00002782   +1 13 01.9
 NA2217;SPC PA N     -   709,795.10  2,467,821.34   sFT  1.00002782   +1 13 01.9
 NA2217;UTM  18      - 4,661,296.515   424,748.462   MT  0.99966968   -0 36 36.6
 NA2217
 NA2217                          SUPERSEDED SURVEY CONTROL
 NA2217
 NA2217  NAD 83(1986)-  42 06 00.54483(N)    075 54 36.24061(W) AD(       ) 4
 NA2217  NAD 27      -  42 06 00.27200(N)    075 54 37.53800(W) AD(       ) 3
 NA2217
 NA2217.Superseded values are not recommended for survey control.
 NA2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2217.See file dsdata.txt to determine how the superseded data were derived.
 NA2217
 NA2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2474861297(NAD 83)
 NA2217
 NA2217  HISTORY     - Date     Condition        Report By
 NA2217  HISTORY     - 1940     MONUMENTED       CGS
 NA2217  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NA2217
 NA2217                          STATION DESCRIPTION
 NA2217
 NA2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2217'THE POINT OBSERVED ON IS THE TIP OF THE SPIRE.  IT IS LOCATED ON
 NA2217'CHENANGO STREET ONE BLOCK FROM COURT STREET IN BINGHAMTON, N.Y.
 NA2217
 NA2217                          STATION RECOVERY (1962)
 NA2217
 NA2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 NA2217'THIS INTERSECTION STATION RECOVERED AND FOUND TO BE IN GOOD
 NA2217'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2218 ***********************************************************************
 NA2218  DESIGNATION -  BINGHAMTON POWER CO CONC STK
 NA2218  PID         -  NA2218
 NA2218  STATE/COUNTY-  NY/BROOME
 NA2218  USGS QUAD   -  BINGHAMTON WEST (1976)
 NA2218
 NA2218                         *CURRENT SURVEY CONTROL
 NA2218  ___________________________________________________________________
 NA2218* NAD 83(1996)-  42 06 40.88270(N)    075 58 25.25701(W)     ADJUSTED  
 NA2218* NAVD 88     -                                                        
 NA2218  ___________________________________________________________________
 NA2218  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 NA2218  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 NA2218
 NA2218  HORZ ORDER  -  THIRD
 NA2218
 NA2218.The horizontal coordinates were established by classical geodetic methods
 NA2218.and adjusted by the National Geodetic Survey in January 1999..
 NA2218
 NA2218
 NA2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2218
 NA2218.The geoid height was determined by GEOID03.
 NA2218
 NA2218;                    North         East     Units Scale Factor Converg.
 NA2218;SPC NY E     -   365,018.759    28,128.194   MT  1.00008270   -0 59 18.0
 NA2218;SPC NY E     - 1,197,565.71     92,283.92   sFT  1.00008270   -0 59 18.0
 NA2218;SPC PA N     -   217,480.677   746,906.526   MT  1.00003018   +1 10 30.4
 NA2218;SPC PA N     -   713,517.85  2,450,475.83   sFT  1.00003018   +1 10 30.4
 NA2218;UTM  18      - 4,662,598.796   419,502.277   MT  0.99967973   -0 39 10.7
 NA2218
 NA2218                          SUPERSEDED SURVEY CONTROL
 NA2218
 NA2218  NAD 83(1986)-  42 06 40.88793(N)    075 58 25.25934(W) AD(       ) 4
 NA2218  NAD 27      -  42 06 40.61800(N)    075 58 26.54600(W) AD(       ) 3
 NA2218
 NA2218.Superseded values are not recommended for survey control.
 NA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2218.See file dsdata.txt to determine how the superseded data were derived.
 NA2218
 NA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM1950262599(NAD 83)
 NA2218
 NA2218  HISTORY     - Date     Condition        Report By
 NA2218  HISTORY     - 1940     MONUMENTED       CGS
 NA2218
 NA2218                          STATION DESCRIPTION
 NA2218
 NA2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2218'THE TALLER OF TWO STACKS OF THE BINGHAMTON LIGHT, HEAT AND
 NA2218'POWER COMPANY.  IT IS LOCATED ABOUT TWO BLOCKS WEST OF THE
 NA2218'INTERSECTION OF TAYLOR STREET AND RIVERSIDE DRIVE IN JOHNSON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1027 ***********************************************************************
 PH1027  DESIGNATION -  BINION
 PH1027  PID         -  PH1027
 PH1027  STATE/COUNTY-  NY/ST LAWRENCE
 PH1027  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1027
 PH1027                         *CURRENT SURVEY CONTROL
 PH1027  ___________________________________________________________________
 PH1027* NAD 83(1986)-  44 48 04.     (N)    075 19 44.     (W)     SCALED    
 PH1027* NAVD 88     -        82.387  (meters)     270.30   (feet)  ADJUSTED  
 PH1027  ___________________________________________________________________
 PH1027  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 PH1027  DYNAMIC HT  -          82.383 (meters)     270.28  (feet)  COMP
 PH1027  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 PH1027
 PH1027  VERT ORDER  -  FIRST     CLASS 0
 PH1027
 PH1027.The horizontal coordinates were scaled from a topographic map and have
 PH1027.an estimated accuracy of +/- 6 seconds.
 PH1027
 PH1027.The orthometric height was determined by differential leveling
 PH1027.and adjusted by the National Geodetic Survey in June 1991..
 PH1027
 PH1027.The geoid height was determined by GEOID03.
 PH1027
 PH1027.The dynamic height is computed by dividing the NAVD 88
 PH1027.geopotential number by the normal gravity value computed on the
 PH1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1027.degrees latitude (g = 980.6199 gals.).
 PH1027
 PH1027.The modeled gravity was interpolated from observed gravity values.
 PH1027
 PH1027;                    North         East    Units  Estimated Accuracy
 PH1027;SPC NY E     -   663,110.       84,430.      MT  (+/- 180 meters Scaled)
 PH1027
 PH1027                          SUPERSEDED SURVEY CONTROL
 PH1027
 PH1027  NGVD 29 (??/??/92)   82.51   (m)          270.7    (f) COMPUTED    1 0
 PH1027
 PH1027.Superseded values are not recommended for survey control.
 PH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1027.See file dsdata.txt to determine how the superseded data were derived.
 PH1027
 PH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ739609(NAD 83)
 PH1027_MARKER: DD = SURVEY DISK
 PH1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1027_SP_SET: CULVERT
 PH1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1027
 PH1027  HISTORY     - Date     Condition        Report By
 PH1027  HISTORY     - UNK      MONUMENTED       USLS
 PH1027  HISTORY     - 1969     GOOD             USLS
 PH1027
 PH1027                          STATION DESCRIPTION
 PH1027
 PH1027'DESCRIBED BY US LAKE SURVEY 1969
 PH1027'IN OGDENSBURG.
 PH1027'IS IN ST. LAWRENCE COUNTY, NEW YORK, 11.0 MILES DOWNRIVER FROM
 PH1027'INTERSECTION OF HIGHWAYS 37 AND 87 JUST SOUTHEAST OF OGDENSBURG, ON
 PH1027'CULVERT HEADWALL AT SOUTH SIDE OF HIGHWAY 37, 159.5 FEET UPRIVER FROM
 PH1027'LINE OF UPRIVER SIDE OF 1-1/2 STORY BRICK FARM DWELLING OF W. R.
 PH1027'BINION, 15.5 FEET SOUTH OF SOUTH EDGE OF PAVEMENT, 0.5 FEET FROM
 PH1027'DOWNRIVER END OF CULVERT OR CATTLE UNDERPASS HEADWALL, BEING HIGHEST
 PH1027'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1966 ***********************************************************************
 PH1966  DESIGNATION -  BINION USLS
 PH1966  PID         -  PH1966
 PH1966  STATE/COUNTY-  NY/ST LAWRENCE
 PH1966  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1966
 PH1966                         *CURRENT SURVEY CONTROL
 PH1966  ___________________________________________________________________
 PH1966* NAD 83(1996)-  44 49 15.64574(N)    075 19 50.53982(W)     ADJUSTED  
 PH1966* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 PH1966  ___________________________________________________________________
 PH1966  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 PH1966  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 PH1966
 PH1966  HORZ ORDER  -  THIRD
 PH1966
 PH1966.The horizontal coordinates were established by classical geodetic methods
 PH1966.and adjusted by the National Geodetic Survey in January 1999..
 PH1966
 PH1966.The orthometric height was scaled from a topographic map.
 PH1966
 PH1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1966
 PH1966.The geoid height was determined by GEOID03.
 PH1966
 PH1966;                    North         East     Units Scale Factor Converg.
 PH1966;SPC NY E     -   665,321.054    84,304.449   MT  0.99995305   -0 35 08.1
 PH1966;SPC NY E     - 2,182,807.49    276,588.85   sFT  0.99995305   -0 35 08.1
 PH1966;UTM  18      - 4,963,120.681   473,854.324   MT  0.99960841   -0 13 59.2
 PH1966
 PH1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1966!SPC NY E     -   0.99999199  x   0.99995305  =   0.99994504
 PH1966!UTM  18      -   0.99999199  x   0.99960841  =   0.99960041
 PH1966
 PH1966:                Primary Azimuth Mark                     Grid Az
 PH1966:SPC NY E     -  123 IWC CARDINAL E BASE                  230 36 29.9
 PH1966:UTM  18      -  123 IWC CARDINAL E BASE                  230 15 21.0
 PH1966
 PH1966|---------------------------------------------------------------------|
 PH1966| PID    Reference Object                     Distance      Geod. Az  |
 PH1966|                                                           dddmmss.s |
 PH1966| PH1971 123 IWC CARDINAL E BASE             APPROX. 1.7 KM 2300121.8 |
 PH1966|---------------------------------------------------------------------|
 PH1966
 PH1966                          SUPERSEDED SURVEY CONTROL
 PH1966
 PH1966  NAD 83(1986)-  44 49 15.65253(N)    075 19 50.54240(W) AD(       ) 3
 PH1966  NAD 27      -  44 49 15.42448(N)    075 19 51.77291(W) AD(       ) 3
 PH1966
 PH1966.Superseded values are not recommended for survey control.
 PH1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1966.See file dsdata.txt to determine how the superseded data were derived.
 PH1966
 PH1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7385463121(NAD 83)
 PH1966_MARKER: DD = SURVEY DISK
 PH1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1966+STABILITY: SURFACE MOTION
 PH1966
 PH1966  HISTORY     - Date     Condition        Report By
 PH1966  HISTORY     - 1873     MONUMENTED       USLS
 PH1966  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PH1966
 PH1966                          STATION DESCRIPTION
 PH1966
 PH1966'DESCRIBED BY US LAKE SURVEY 1873
 PH1966'ABOUT 2 MILES ABOVE THE TOWN OF IROQUOIS, AND OPPOSITE THE FOOT OF
 PH1966'TOUSSAINT ISLAND.  THE STATION IS IN A GROUP OF LOMBARDY POPLARS ON A
 PH1966'SMALL KNOLL, ABOUT 27 FEET NORTHWESTERLY OF A LARGE POPLAR, AND ABOUT
 PH1966'2 FEET EASTERLY OF A HONEYSUCKLE BUSH.
 PH1966'
 PH1966'STATION MARK--A TRIANGULAR DRILL HOLE 3 INCHES EAST OF ANOTHER
 PH1966'TRIANGULAR DRILL HOLE (CRACKED) IN THE SAME ROCK 1-1/2 FEET BELOW THE
 PH1966'GROUND.  REFERENCE MARK 1 IS A 3/4 - INCH DRILL HOLE IN A FLAT
 PH1966'BOULDER WHICH IS 2 FEET NORTH OF THE MOST NORTHERLY OF A SHORT
 PH1966'NORTH - SOUTHERLY ROW OF LOMBARDYS.  THE STATION LIES ON A MAGNETIC
 PH1966'BEARING OF 48 DEGREES, DISTANT 18.7 FEET.  REFERENCE MARK 2 IS A
 PH1966'3/4 - INCH DRILL HOLE IN A BOULDER WHICH IS AT THE SOUTHERN EDGE OF
 PH1966'THE YOUNG ORCHARD, APPROXIMATELY ON LINE BETWEEN 2 ELMS 8 FEET AND
 PH1966'57 FEET FROM THE WESTERLY AND EASTERLY ELMS RESPECTIVELY.  THE
 PH1966'STATION LIES ON A MAGNETIC BEARING OF 141 DEGREES, DISTANT 34.3 FEET.
 PH1966
 PH1966                          STATION RECOVERY (1959)
 PH1966
 PH1966'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (NWS)
 PH1966'A SURFACE MARK CONSISTING OF A STANDARD INTERNATIONAL BOUNDARY
 PH1966'COMMISSION BRONZE - DISK STATION MARK SET IN A 6 - INCH CYLINDER OF
 PH1966'18 INCHES IN LENGTH WAS ESTABLISHED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1796 ***********************************************************************
 OF1796  DESIGNATION -  BIRCH 1925
 OF1796  PID         -  OF1796
 OF1796  STATE/COUNTY-  NY/MONROE
 OF1796  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1796
 OF1796                         *CURRENT SURVEY CONTROL
 OF1796  ___________________________________________________________________
 OF1796* NAD 83(1996)-  43 09 39.94225(N)    077 35 17.43172(W)     ADJUSTED  
 OF1796* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 OF1796  ___________________________________________________________________
 OF1796  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OF1796  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1796
 OF1796  HORZ ORDER  -  SECOND
 OF1796
 OF1796.The horizontal coordinates were established by classical geodetic methods
 OF1796.and adjusted by the National Geodetic Survey in January 1999..
 OF1796
 OF1796.The orthometric height was scaled from a topographic map.
 OF1796
 OF1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1796
 OF1796.The geoid height was determined by GEOID03.
 OF1796
 OF1796;                    North         East     Units Scale Factor Converg.
 OF1796;SPC NY W     -   351,546.446   430,929.030   MT  1.00001804   +0 40 50.8
 OF1796;SPC NY W     - 1,153,365.30  1,413,806.33   sFT  1.00001804   +0 40 50.8
 OF1796;UTM  18      - 4,781,956.388   289,589.339   MT  1.00014465   -1 46 15.9
 OF1796
 OF1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1796!SPC NY W     -   0.99998146  x   1.00001804  =   0.99999950
 OF1796!UTM  18      -   0.99998146  x   1.00014465  =   1.00012611
 OF1796
 OF1796                          SUPERSEDED SURVEY CONTROL
 OF1796
 OF1796  NAD 83(1986)-  43 09 39.95055(N)    077 35 17.43113(W) AD(       ) 2
 OF1796  NAD 27      -  43 09 39.72700(N)    077 35 18.43100(W) AD(       ) 2
 OF1796
 OF1796.Superseded values are not recommended for survey control.
 OF1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1796.See file dsdata.txt to determine how the superseded data were derived.
 OF1796
 OF1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8958981956(NAD 83)
 OF1796
 OF1796  HISTORY     - Date     Condition        Report By
 OF1796  HISTORY     - 1925     MONUMENTED       CGS
 OF1796  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1796
 OF1796                          STATION DESCRIPTION
 OF1796
 OF1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1796'IN ROCHESTER, IN THE FLAGSTONE SIDEWALK, 4.03 METERS SOUTH OF
 OF1796'THE SOUTH CURB OF MAIN STREET EAST, AND 9.39 METERS WEST OF THE
 OF1796'WEST CURB OF BIRCH CRESCENT.  STATION IS SET AS DESCRIBED IN
 OF1796'NOTE D-1.
 OF1796
 OF1796                          STATION RECOVERY (1977)
 OF1796
 OF1796'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1796'BIRCH GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2229 ***********************************************************************
 PH2229  DESIGNATION -  BIRCH IBC
 PH2229  PID         -  PH2229
 PH2229  STATE/COUNTY-  NY/ST LAWRENCE
 PH2229  USGS QUAD   -  MORRISTOWN (1982)
 PH2229
 PH2229                         *CURRENT SURVEY CONTROL
 PH2229  ___________________________________________________________________
 PH2229* NAD 83(1996)-  44 31 38.12241(N)    075 44 08.07323(W)     ADJUSTED  
 PH2229* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2229  ___________________________________________________________________
 PH2229  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 PH2229  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 PH2229
 PH2229  HORZ ORDER  -  THIRD
 PH2229
 PH2229.The horizontal coordinates were established by classical geodetic methods
 PH2229.and adjusted by the National Geodetic Survey in January 1999..
 PH2229
 PH2229.The orthometric height was scaled from a topographic map.
 PH2229
 PH2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2229
 PH2229.The geoid height was determined by GEOID03.
 PH2229
 PH2229;                    North         East     Units Scale Factor Converg.
 PH2229;SPC NY E     -   633,087.431    51,790.665   MT  1.00001857   -0 51 59.5
 PH2229;SPC NY E     - 2,077,054.35    169,916.54   sFT  1.00001857   -0 51 59.5
 PH2229;UTM  18      - 4,930,699.853   441,550.592   MT  0.99964201   -0 30 57.0
 PH2229
 PH2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2229!SPC NY E     -   0.99999325  x   1.00001857  =   1.00001182
 PH2229!UTM  18      -   0.99999325  x   0.99964201  =   0.99963526
 PH2229
 PH2229:                Primary Azimuth Mark                     Grid Az
 PH2229:SPC NY E     -  BROCKVILLE PRESBY CH SPIRE IBC           029 57 29.5
 PH2229:UTM  18      -  BROCKVILLE PRESBY CH SPIRE IBC           029 36 27.0
 PH2229
 PH2229|---------------------------------------------------------------------|
 PH2229| PID    Reference Object                     Distance      Geod. Az  |
 PH2229|                                                           dddmmss.s |
 PH2229| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 8.0 KM 0290530.0 |
 PH2229| PH2234 TAYLOR USLS REF MK 2                APPROX. 3.6 KM 0405838.8 |
 PH2229|---------------------------------------------------------------------|
 PH2229
 PH2229                          SUPERSEDED SURVEY CONTROL
 PH2229
 PH2229  NAD 83(1986)-  44 31 38.12969(N)    075 44 08.07439(W) AD(       ) 3
 PH2229  NAD 27      -  44 31 37.92900(N)    075 44 09.24800(W) AD(       ) 3
 PH2229
 PH2229.Superseded values are not recommended for survey control.
 PH2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2229.See file dsdata.txt to determine how the superseded data were derived.
 PH2229
 PH2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4155130700(NAD 83)
 PH2229_MARKER: DD = SURVEY DISK
 PH2229_SETTING: 80 = SET IN A BOULDER
 PH2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2229+STABILITY: SURFACE MOTION
 PH2229
 PH2229  HISTORY     - Date     Condition        Report By
 PH2229  HISTORY     - 1939     MONUMENTED       IBC
 PH2229  HISTORY     - 1957     GOOD             IBC
 PH2229
 PH2229                          STATION DESCRIPTION
 PH2229
 PH2229'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2229'IT IS ON A DETACHED ROCK, 8 BY 10 FEET IN SIZE, IN THE WATER.  THE
 PH2229'OLD STATION BIRCH POINT OF THE US LAKE SURVEY IN THE SAME LOCALITY
 PH2229'COULD NOT BE FOUND.
 PH2229'
 PH2229'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2229'BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN THE ROCK.
 PH2229'REFERENCE MARK 1 IS A DRILL HOLE IN THE SIDE OF AND 3 FEET IN FROM
 PH2229'THE EDGE OF A ROCK WALL AT RIGHT ANGLES TO THE RIVER AT THE POINT
 PH2229'MARKED.  REFERENCE MARK 2 IS A BRASS SCREW CEMENTED INTO A DRILL HOLE
 PH2229'WITHIN A TRIANGLE CUT IN THE LEDGE ROCK 13 FEET BACK FROM THE EDGE OF
 PH2229'A HIGH LEDGE SOUTHWEST OF THE STATION.
 PH2229
 PH2229                          STATION RECOVERY (1957)
 PH2229
 PH2229'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2229'IN 1957 THE BIRCH TREES HAD DIED OUT AND WERE REPLACED BY CEDARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1933 ***********************************************************************
 NB1933  DESIGNATION -  BIRD
 NB1933  PID         -  NB1933
 NB1933  STATE/COUNTY-  NY/STEUBEN
 NB1933  USGS QUAD   -  CANISTEO (1978)
 NB1933
 NB1933                         *CURRENT SURVEY CONTROL
 NB1933  ___________________________________________________________________
 NB1933* NAD 83(1996)-  42 22 26.62680(N)    077 32 32.98184(W)     ADJUSTED  
 NB1933* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 NB1933  ___________________________________________________________________
 NB1933  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 NB1933  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB1933
 NB1933  HORZ ORDER  -  THIRD
 NB1933
 NB1933.The horizontal coordinates were established by classical geodetic methods
 NB1933.and adjusted by the National Geodetic Survey in January 1999..
 NB1933
 NB1933.The orthometric height was scaled from a topographic map.
 NB1933
 NB1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1933
 NB1933.The geoid height was determined by GEOID03.
 NB1933
 NB1933;                    North         East     Units Scale Factor Converg.
 NB1933;SPC NY C     -   264,086.794   171,004.430   MT  1.00001425   -0 38 47.3
 NB1933;SPC NY C     -   866,424.76    561,037.03   sFT  1.00001425   -0 38 47.3
 NB1933;UTM  18      - 4,694,440.727   290,667.898   MT  1.00013918   -1 42 51.1
 NB1933
 NB1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1933!SPC NY C     -   0.99991294  x   1.00001425  =   0.99992719
 NB1933!UTM  18      -   0.99991294  x   1.00013918  =   1.00005211
 NB1933
 NB1933:                Primary Azimuth Mark                     Grid Az
 NB1933:SPC NY C     -  SHERWOOD                                 204 19 42.3
 NB1933:UTM  18      -  SHERWOOD                                 205 23 46.1
 NB1933
 NB1933|---------------------------------------------------------------------|
 NB1933| PID    Reference Object                     Distance      Geod. Az  |
 NB1933|                                                           dddmmss.s |
 NB1933| NB1934 SHERWOOD                            APPROX. 4.4 KM 2034055.0 |
 NB1933|---------------------------------------------------------------------|
 NB1933
 NB1933                          SUPERSEDED SURVEY CONTROL
 NB1933
 NB1933  NAD 83(1986)-  42 22 26.63359(N)    077 32 32.97551(W) AD(       ) 3
 NB1933  NAD 27      -  42 22 26.37012(N)    077 32 34.01240(W) AD(       ) 3
 NB1933
 NB1933.Superseded values are not recommended for survey control.
 NB1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1933.See file dsdata.txt to determine how the superseded data were derived.
 NB1933
 NB1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9066894441(NAD 83)
 NB1933_MARKER: DD = SURVEY DISK
 NB1933_SETTING: 0 = UNSPECIFIED SETTING
 NB1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1933
 NB1933  HISTORY     - Date     Condition        Report By
 NB1933  HISTORY     - 1913     MONUMENTED       USGS
 NB1933  HISTORY     - 1954     MARK NOT FOUND   USGS
 NB1933
 NB1933                          STATION DESCRIPTION
 NB1933
 NB1933'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 NB1933'IN TOWN OF HOWARD ABOUT 9.0 MI NE. OF HORNELL  AND 3.0 NE. OF
 NB1933'BIG CREEK POST OFFICE, ON CLEARED HILL ON LAND OWNED BY MRS.
 NB1933'BIRD.  THERE IS A GOOD VIEW IN NEARLY ALL DIRECTIONS EXCEPT
 NB1933'TO THE SOUTH.
 NB1933'
 NB1933'SIGNAL, A WHITE TARGET IN APPLE TREE.
 NB1933'
 NB1933'STATION MARK, DISK IN TOP OF MARBLE POST 6- BY 8- BY 24-IN., SET
 NB1933'IN GROUND.
 NB1933'
 NB1933'REFERENCE MARKS, APPLE TREE 48 FT N., ANOTHER APPLE TREE 35 FT N.
 NB1933
 NB1933                          STATION RECOVERY (1954)
 NB1933
 NB1933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 NB1933'REFERENCE MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2262 ***********************************************************************
 NA2262  DESIGNATION -  BIRDLEBOUGH
 NA2262  PID         -  NA2262
 NA2262  STATE/COUNTY-  NY/CHENANGO
 NA2262  USGS QUAD   -  PITCHER (1943)
 NA2262
 NA2262                         *CURRENT SURVEY CONTROL
 NA2262  ___________________________________________________________________
 NA2262* NAD 83(1996)-  42 32 13.02333(N)    075 48 27.33496(W)     ADJUSTED  
 NA2262* NAVD 88     -       544.9    (meters)    1788.     (feet)  VERTCON   
 NA2262  ___________________________________________________________________
 NA2262  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 NA2262  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 NA2262
 NA2262  HORZ ORDER  -  FIRST
 NA2262
 NA2262.The horizontal coordinates were established by classical geodetic methods
 NA2262.and adjusted by the National Geodetic Survey in January 1999..
 NA2262
 NA2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2262
 NA2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2262
 NA2262.The geoid height was determined by GEOID03.
 NA2262
 NA2262;                    North         East     Units Scale Factor Converg.
 NA2262;SPC NY C     -   282,025.597   313,723.715   MT  0.99998744   +0 31 28.1
 NA2262;SPC NY C     -   925,278.98  1,029,275.22   sFT  0.99998744   +0 31 28.1
 NA2262;UTM  18      - 4,709,712.062   433,682.095   MT  0.99965411   -0 32 45.6
 NA2262
 NA2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2262!SPC NY C     -   0.99991957  x   0.99998744  =   0.99990701
 NA2262!UTM  18      -   0.99991957  x   0.99965411  =   0.99957371
 NA2262
 NA2262:                Primary Azimuth Mark                     Grid Az
 NA2262:SPC NY C     -  BIRDLEBOUGH AZ MK                        075 47 57.2
 NA2262:UTM  18      -  BIRDLEBOUGH AZ MK                        076 52 10.9
 NA2262
 NA2262|---------------------------------------------------------------------|
 NA2262| PID    Reference Object                     Distance      Geod. Az  |
 NA2262|                                                           dddmmss.s |
 NA2262| CZ7491 BIRDLEBOUGH AZ MK                                  0761925.3 |
 NA2262| CZ7492 BIRDLEBOUGH RM 1                     41.303 METERS 08854     |
 NA2262| CZ7493 BIRDLEBOUGH RM 2                     31.086 METERS 20858     |
 NA2262|---------------------------------------------------------------------|
 NA2262
 NA2262                          SUPERSEDED SURVEY CONTROL
 NA2262
 NA2262  NAD 83(1986)-  42 32 13.02909(N)    075 48 27.33409(W) AD(       ) 1
 NA2262  NAD 27      -  42 32 12.77400(N)    075 48 28.62500(W) AD(       ) 1
 NA2262  NGVD 29 (07/19/86)  545.0    (m)         1788.     (f) VERT ANG       
 NA2262
 NA2262.Superseded values are not recommended for survey control.
 NA2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2262.See file dsdata.txt to determine how the superseded data were derived.
 NA2262
 NA2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3368209712(NAD 83)
 NA2262_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2262
 NA2262  HISTORY     - Date     Condition        Report By
 NA2262  HISTORY     - 1942     MONUMENTED       CGS
 NA2262  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2262
 NA2262                          STATION DESCRIPTION
 NA2262
 NA2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2262'STATION IS ABOUT 4.5 MILES E BY S OF CINCINNATUS, 3.5 MILES SSW
 NA2262'OF PHARSALIA, ON PROPERTY OWNED BY MR. LYNN BIRDLEBOUGH.  IT IS
 NA2262'0.4 MILE ESE OF HIS HOUSE, ON A CLEARED KNOLL, AT THE N EDGE OF
 NA2262'A CULTIVATED FIELD, ON THE S SIDE OF AN OLD ORCHARD, 71 FEET E
 NA2262'OF A N-S FENCE LINE, 10 FEET S OF THE EDGE OF ORCHARD,
 NA2262'4 FEET ESE OF A STANDARD REFERENCE POST.  IT PROJECTS 6 INCHES
 NA2262'AND IS STAMPED BIRDLEBOUGH 1942.
 NA2262'
 NA2262'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NA2262'BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2262'
 NA2262'REFERENCE MARK NO.1 IS 135.51 FEET E OF THE STATION, 5 FEET S OF
 NA2262'A ROCK FENCE, 8 FEET SW OF A BUSHY APPLE TREE.  IT PROJECTS
 NA2262'5 INCHES AND IS STAMPED BIRDLEBOUGH NO.1 1942.
 NA2262'
 NA2262'REFERENCE MARK NO.2 IS 101.99 FEET SW OF THE STATION, AT THE
 NA2262'W EDGE OF A CULTIVATED FIELD, 97 FEET S OF THE NW CORNER, 9 FEET
 NA2262'E OF THE FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 NA2262'BIRDLEBOUGH NO.2 1942.
 NA2262'
 NA2262'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE E OF THE STATION,
 NA2262'IN THE SW ANGLE OF CROSSROADS, 47 FEET SW OF THE CENTER LINE
 NA2262'INTERSECTION, 61 FEET NE OF THE NE CORNER OF WHITE FARMHOUSE,
 NA2262'4.5 FEET S OF A STANDARD REFERENCE POST.  IT PROJECTS 6 INCHES
 NA2262'AND IS STAMPED BIRDLEBOUGH 1942.
 NA2262'
 NA2262'TO REACH THE STATION FROM THE MAIN CROSSROADS AND POST OFFICE
 NA2262'IN MC DONOUGH, GO N FOR 0.5 MILE TO A FORKS, TAKE THE LEFT FORK AND
 NA2262'CONTINUE ON MACADAM ROAD FOR 2.5 MILES TO T-ROAD LEFT JUST BEFORE
 NA2262'REACHING THE TOP OF GRADE, TURN LEFT AND GO 1.3 MILES TO A
 NA2262'CROSSROADS.  THE AZIMUTH MARK IS IN THE SW ANGLE.  CONTINUE
 NA2262'STRAIGHT AHEAD FOR 0.45 MILE TO TOP OF GRADE.  THE STATION IS
 NA2262'ON THE S SIDE OF ORCHARD ON TOP OF KNOLL.
 NA2262'
 NA2262'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 NA2262
 NA2262                          STATION RECOVERY (1974)
 NA2262
 NA2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA2262'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2262'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN TO
 NA2262'NORTH, SOUTH AND EASTERLY, BUT WESTWARD VIEW IS BLOCKED BY TIMBER
 NA2262'25 TO 35 FEET HIGH.  AZIMUTH MARK IS VISIBLE FROM STATION.
 NA2262'
 NA2262'STATION IS LOCATED ON A HILL OF 1789 FEET ELEVATION, WHICH IS THE
 NA2262'HIGHEST IN THE VICINITY, AND IS IN AN EAST-WEST HEDGEROW
 NA2262'BETWEEN TWO OPEN FIELDS, BORDERED ON THE WEST BY DENSE PINE AND
 NA2262'MAPLE WOODS.  STATION MARK IS A STANDARD DISK STAMPED
 NA2262'BIRDLEBOUGH 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NA2262'PROJECTING 6 INCHES FROM GROUND.  IT IS 71 FEET EAST OF WEST
 NA2262'EDGE OF THE FIELD.
 NA2262'
 NA2262'RM NO.1 IS A STANDARD DISK STAMPED BIRDLEBOUGH NO 1 1942, SET
 NA2262'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES
 NA2262'FROM GROUND.  IT IS 5 FEET SOUTH OF THE EAST-WEST HEDGEROW.
 NA2262'
 NA2262'RM NO.2 IS A STANDARD DISK STAMPED BIRDLEBOUGH NO 2 1942, SET
 NA2262'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NA2262'GROUND.  IT IS 97 FEET SOUTH OF NORTHWEST CORNER OF THE FIELD AND
 NA2262'ALONG EAST EDGE OF THE NORTH-SOUTH BRUSHROW.
 NA2262'
 NA2262'AZIMUTH MARK IS A STANDARD DISK STAMPED BIRDLEBOUGH 1942, SET
 NA2262'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 NA2262'FROM GROUND.  IT IS IN THE SOUTHWEST ANGLE OF CROSSROAD
 NA2262'INTERSECTION OF BURDICK HILL ROAD AND THE ROAD WEST TO STATION,
 NA2262'47 FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF THE ROADS,
 NA2262'AND 61 FEET NORTHEAST OF NORTHEAST CORNER OF A HOUSE.
 NA2262'
 NA2262'TO REACH STATION FROM VILLAGE OF MCDONOUGH, GO NORTH ON MOON
 NA2262'HILL ROAD TOWARDS PHARSALIA FOR 2.5 MILES TO A DIRT T-ROAD LEFT,
 NA2262'JUST BEFORE REACHING TOP OF GRADE.  TURN LEFT AND GO WEST FOR
 NA2262'1.3 MILES TO BURDICK HILL ROAD AND THE AZIMUTH MARK ON
 NA2262'LEFT.  CONTINUE WEST ON DIRT ROAD FOR 0.45 MILE TO TOP OF RISE
 NA2262'AND STATION ABOUT 500 FEET TO SOUTH.
 NA2262'
 NA2262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2262'3-1/2 MILES SOUTHWEST OF PHARSALIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1951 ***********************************************************************
 NB1951  DESIGNATION -  BIRDSAIL
 NB1951  PID         -  NB1951
 NB1951  STATE/COUNTY-  NY/ALLEGANY
 NB1951  USGS QUAD   -  CANASERAGA (1964)
 NB1951
 NB1951                         *CURRENT SURVEY CONTROL
 NB1951  ___________________________________________________________________
 NB1951* NAD 83(1996)-  42 23 52.98053(N)    077 52 22.12925(W)     ADJUSTED  
 NB1951* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 NB1951  ___________________________________________________________________
 NB1951  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NB1951  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 NB1951
 NB1951  HORZ ORDER  -  FIRST
 NB1951
 NB1951.The horizontal coordinates were established by classical geodetic methods
 NB1951.and adjusted by the National Geodetic Survey in January 1999..
 NB1951
 NB1951.The orthometric height was scaled from a topographic map.
 NB1951
 NB1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1951
 NB1951.The geoid height was determined by GEOID03.
 NB1951
 NB1951;                    North         East     Units Scale Factor Converg.
 NB1951;SPC NY W     -   266,550.045   408,495.282   MT  0.99997958   +0 28 44.8
 NB1951;SPC NY W     -   874,506.27  1,340,204.94   sFT  0.99997958   +0 28 44.8
 NB1951;SPC NY C     -   267,111.046   143,839.773   MT  1.00007612   -0 52 10.4
 NB1951;SPC NY C     -   876,346.82    471,914.32   sFT  1.00007612   -0 52 10.4
 NB1951;UTM  18      - 4,697,971.399   263,559.771   MT  1.00028788   -1 56 16.7
 NB1951
 NB1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1951!SPC NY W     -   0.99990242  x   0.99997958  =   0.99988200
 NB1951!SPC NY C     -   0.99990242  x   1.00007612  =   0.99997853
 NB1951!UTM  18      -   0.99990242  x   1.00028788  =   1.00019027
 NB1951
 NB1951:                Primary Azimuth Mark                     Grid Az
 NB1951:SPC NY W     -  BUFFALO NEW YORK AIRWAY BCN 5            006 46 35.2
 NB1951:SPC NY C     -  BUFFALO NEW YORK AIRWAY BCN 5            008 07 30.4
 NB1951:UTM  18      -  BUFFALO NEW YORK AIRWAY BCN 5            009 11 36.7
 NB1951
 NB1951|---------------------------------------------------------------------|
 NB1951| PID    Reference Object                     Distance      Geod. Az  |
 NB1951|                                                           dddmmss.s |
 NB1951| NB2024 BUFFALO NEW YORK AIRWAY BCN 5       APPROX.14.9 KM 0071520.0 |
 NB1951| NB1938 BUFFALO NEW YORK AIRWAY BCN 6       APPROX.19.2 KM 0783824.4 |
 NB1951| CZ4111 BIRDSAIL RM 1                        28.518 METERS 09037     |
 NB1951| NB1929 BUFFALO NEW YORK AIRWAY BCN 7       APPROX.35.0 KM 1012457.3 |
 NB1951| NB1956 JERSEY 1935 AZ MK                   APPROX. 5.2 KM 1904054.1 |
 NB1951| NB1957 JERSEY HILL FIRE TOWER              APPROX. 5.2 KM 1904029.3 |
 NB1951| CZ4112 BIRDSAIL RM 2                        17.718 METERS 26959     |
 NB1951|---------------------------------------------------------------------|
 NB1951
 NB1951                          SUPERSEDED SURVEY CONTROL
 NB1951
 NB1951  NAD 83(1986)-  42 23 52.98646(N)    077 52 22.12425(W) AD(       ) 1
 NB1951  NAD 27      -  42 23 52.73800(N)    077 52 23.12100(W) AD(       ) 1
 NB1951
 NB1951.Superseded values are not recommended for survey control.
 NB1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1951.See file dsdata.txt to determine how the superseded data were derived.
 NB1951
 NB1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6356097971(NAD 83)
 NB1951_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1951+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2002
 NB1951
 NB1951  HISTORY     - Date     Condition        Report By
 NB1951  HISTORY     - 1935     MONUMENTED       CGS
 NB1951  HISTORY     - 20021108 GOOD             INDIV
 NB1951
 NB1951                          STATION DESCRIPTION
 NB1951
 NB1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NB1951'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF CANASERAGA,
 NB1951'12 MILES WEST-NORTHWEST OF HORNELL, IN BIRDSALL TOWNSHIP.  IT
 NB1951'IS ON A FLAT-TOP HILL, ABOUT 2-1/2 MILES, AIRLINE, EAST OF THE
 NB1951'VILLAGE OF BIRDSALL, ON PROPERTY OWNED BY THE STATE OF
 NB1951'NEW YORK.  TO REACH FROM THE RAILROAD STATION AT BIRDSALL, GO
 NB1951'EAST ON ROUTE 63A 2.2 MILES TO A LEFT CURVE IN THE PAVED ROAD
 NB1951'WHERE TWO DIRT ROADS LEAD TO RIGHT, ONE EAST AND THE OTHER
 NB1951'SOUTH.  TURN SHARP RIGHT ON THE DIRT ROAD LEADING SOUTH AND
 NB1951'FOLLOW IT 1.0 MILE TO TOP OF GRADE.  FROM HERE TURN LEFT
 NB1951'(EAST) THROUGH OPEN FIELD, AND GO NORTHEAST ALONG THE TOP OF
 NB1951'THE RIDGE ABOUT 0.3 MILE TO THE TOP OF THE HILL, AT A
 NB1951'24-INCH ASH TREE BEARING A TRIANGULAR BLAZE ON THE WEST
 NB1951'SIDE, THAT STANDS IN AN EAST-WEST ROW OF TREES AND BRUSH.
 NB1951'THE MARK IS HERE, ABOUT 0.20 MILE EAST OF THE NORTH-SOUTH
 NB1951'DIRT ROAD, AND 6.6 METERS WEST OF THE BLAZED ASH TREE.  THE
 NB1951'MARK PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 NB1951'
 NB1951'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NB1951'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1951'
 NB1951'REFERENCE MARK NO.1 IS EAST OF THE STATION, ON THE SOUTH SIDE
 NB1951'OF THE ROW OF TREES AND BRUSH.
 NB1951'
 NB1951'REFERENCE MARK NO.2 IS WEST OF THE STATION, ON THE SOUTH SIDE
 NB1951'OF THE ROW OF TREES AND BRUSH, AND 46.24 METERS WEST OF
 NB1951'REFERENCE MARK NO.1.
 NB1951'
 NB1951'TRIANGULATION STATION JERSEY IS VISIBLE FROM THE GROUND AT
 NB1951'BIRDSALL AND WILL SERVE AS AN AZIMUTH MARK.  IT IS ON A HILL
 NB1951'SOUTH OF STATION BIRDSALL, 3-1/2 MILES SOUTHEAST OF THE TOWN OF
 NB1951'BIRDSALL, IN AN OLD ORCHARD OWNED BY MR. FLOYD E. YOUNG, OF
 NB1951'CANASERAGA.  REACHED FROM STATION BIRDSALL BY GOING SOUTH OF
 NB1951'THE DIRT ROAD 3.0 MILES TO HOUSE AND BARN ON LEFT.  THE MARK IS
 NB1951'ABOUT 0.2 MILE SOUTHEAST OF THE HOUSE.
 NB1951'
 NB1951'JERSEY AZIMUTH MARK IS A STANDARD AZIMUTH MARK, NOTE 11A, SET
 NB1951'DIRECTLY UNDER THE FIRE TOWER, ABOUT 3 MILES SOUTH-SOUTHEAST
 NB1951'OT THE STATION (BIRDSALL).
 NB1951'
 NB1951'74-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 NB1951'
 NB1951'NO AZIMUTH MARK ESTABLISHED.
 NB1951
 NB1951                          STATION RECOVERY (2002)
 NB1951
 NB1951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SB)
 NB1951'THE STATION MARK AND RM2 RECOVERED IN GOOD CONDITION. RM1 HAS BEEN
 NB1951'UPROOTED AND WAS FOUND LYING ON ITS SIDE.  THE 24-INCH ASH TREE WITH
 NB1951'THE TRIANGULAR BLAZE MENTIONED IN THE 1935 STATION DESCRIPTION
 NB1951'REMARKABLY REMAINS AND WAS HELPFUL IN FINDING THE STATION MARK IN
 NB1951'HEAVY BRUSH. THE TREE IS NOW 48 INCHES IN DIAMETER WITH THE BLAZE
 NB1951'CLEARLY VISIBLE.  VIEWS IN ALL DIRECTIONS ARE OBSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4279 ***********************************************************************
 KU4279  DESIGNATION -  BISH
 KU4279  PID         -  KU4279
 KU4279  STATE/COUNTY-  NY/SUFFOLK
 KU4279  USGS QUAD   -  MATTITUCK (1956)
 KU4279
 KU4279                         *CURRENT SURVEY CONTROL
 KU4279  ___________________________________________________________________
 KU4279* NAD 83(1996)-  40 59 16.88450(N)    072 33 10.77044(W)     ADJUSTED  
 KU4279* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 KU4279  ___________________________________________________________________
 KU4279  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KU4279  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU4279
 KU4279  HORZ ORDER  -  FIRST
 KU4279
 KU4279.The horizontal coordinates were established by classical geodetic methods
 KU4279.and adjusted by the National Geodetic Survey in January 1999..
 KU4279
 KU4279.The orthometric height was scaled from a topographic map.
 KU4279
 KU4279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4279
 KU4279.The geoid height was determined by GEOID03.
 KU4279
 KU4279;                    North         East     Units Scale Factor Converg.
 KU4279;SPC NY L     -    92,215.217   421,760.531   MT  0.99999779   +0 56 47.3
 KU4279;SPC NY L     -   302,542.76  1,383,726.01   sFT  0.99999779   +0 56 47.3
 KU4279;UTM  18      - 4,540,311.588   705,843.241   MT  1.00012153   +1 36 20.0
 KU4279
 KU4279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4279!SPC NY L     -   1.00000290  x   0.99999779  =   1.00000069
 KU4279!UTM  18      -   1.00000290  x   1.00012153  =   1.00012443
 KU4279
 KU4279:                Primary Azimuth Mark                     Grid Az
 KU4279:SPC NY L     -  MATTITUCK HIGH SCHOOL CUPOLA             068 08 21.5
 KU4279:UTM  18      -  MATTITUCK HIGH SCHOOL CUPOLA             067 28 48.8
 KU4279
 KU4279|---------------------------------------------------------------------|
 KU4279| PID    Reference Object                     Distance      Geod. Az  |
 KU4279|                                                           dddmmss.s |
 KU4279| KU4257 MATTITUCK HIGH SCHOOL CUPOLA        APPROX. 2.3 KM 0690508.8 |
 KU4279| KU4255 MATTITUCK ROMAN CATH CH SPIRE       APPROX. 2.1 KM 0755501.6 |
 KU4279| KU4283 MATTITUCK PRESB CHURCH SPIRE        APPROX. 1.6 KM 0782950.3 |
 KU4279| CB8325 BISH AZ MK                                         0783400.5 |
 KU4279| CB8326 BISH RM 1                            27.402 METERS 08013     |
 KU4279| CB8327 BISH RM 2                            27.496 METERS 21157     |
 KU4279|---------------------------------------------------------------------|
 KU4279
 KU4279                          SUPERSEDED SURVEY CONTROL
 KU4279
 KU4279  NAD 83(1996)-  40 59 16.88511(N)    072 33 10.77056(W) AD(       ) 1
 KU4279  NAD 83(1992)-  40 59 16.88389(N)    072 33 10.77011(W) AD(       ) 1
 KU4279  NAD 83(1986)-  40 59 16.88721(N)    072 33 10.77451(W) AD(       ) 1
 KU4279  NAD 27      -  40 59 16.53305(N)    072 33 12.43826(W) AD(       ) 1
 KU4279
 KU4279.Superseded values are not recommended for survey control.
 KU4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4279.See file dsdata.txt to determine how the superseded data were derived.
 KU4279
 KU4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0584340312(NAD 83)
 KU4279_MARKER: DS = TRIANGULATION STATION DISK
 KU4279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4279+STABILITY: SURFACE MOTION
 KU4279
 KU4279  HISTORY     - Date     Condition        Report By
 KU4279  HISTORY     - 1965     MONUMENTED       CGS
 KU4279  HISTORY     - 1966     GOOD             CGS
 KU4279
 KU4279                          STATION DESCRIPTION
 KU4279
 KU4279'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4279'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF JAMESPORT,
 KU4279'3/4 MILE WEST OF MATTITUCK, AT THE INTERSECTION OF STATE HIGHWAY
 KU4279'27A AND COX NECK LANE AND ON ROAD RIGHT-OF-WAY.
 KU4279'
 KU4279'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MATTITUCK, GO
 KU4279'WEST AND NORTH ON SOUND AVENUE FOR 0.9 MILE TO STATE HIGHWAY
 KU4279'27A.  TURN LEFT AND GO WEST ON STATE HIGHWAY 27A FOR 0.1 MILE
 KU4279'TO THE STATION ON THE LEFT IN THE CENTER OF A MEDIAN.
 KU4279'
 KU4279'THE STATION MARK IS A STANDARD DISK STAMPED BISH 1965, SET IN
 KU4279'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KU4279'WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET EAST OF THE CENTER
 KU4279'OF COX NECK LANE, 50 FEET EAST OF THE WEST EDGE OF THE MEDIAN,
 KU4279'33 FEET SOUTH OF THE CENTER OF THE WESTBOUND LANE OF STATE
 KU4279'HIGHWAY 27A AND 30 FEET NORTH OF THE CENTER OF THE EASTBOUND
 KU4279'LANE OF STATE HIGHWAY 27A.
 KU4279'
 KU4279'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BISH NO 1
 KU4279'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4279'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET
 KU4279'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 38 FEET SOUTH OF THE
 KU4279'CENTER OF THE WESTBOUND LANE OF STATE HIGHWAY 27A AND 30.5 FEET
 KU4279'NORTH OF THE CENTER OF THE EASTBOUND LANE OF STATE HIGHWAY 27A.
 KU4279'
 KU4279'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BISH NO 2 1965,
 KU4279'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU4279'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTHWEST
 KU4279'OF THE CENTER OF SOUND AVENUE, 38 FEET SOUTH OF THE CENTER OF THE
 KU4279'EASTBOUND LANE OF STATE HIGHWAY 27A, 8.9 FEET SOUTH OF A CONCRETE
 KU4279'CURBLINE, 4.4 FEET EAST-NORTHEAST OF POWER LINE POLE NO. 637 AND
 KU4279'3.2 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 KU4279'
 KU4279'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BISH 1965, SET IN
 KU4279'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4279'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET NORTHEAST
 KU4279'OF THE NORTHEAST CORNER OF A BARN, 23.8 FEET SOUTH OF THE CENTER
 KU4279'OF THE EASTBOUND LANE OF STATE HIGHWAY 27A AND 3.8 FEET WEST OF
 KU4279'POWER LINE POLE NO. 13.
 KU4279'
 KU4279'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 KU4279'HIGHWAY 27A FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 KU4279'
 KU4279'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU4279
 KU4279                          STATION RECOVERY (1966)
 KU4279
 KU4279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU4279'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KU4279'AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KU4279'
 KU4279'ALL DISTANCES, STAMPINGS AND DIRECTIONS WERE VERIFIED.
 KU4279'
 KU4279'THE ORIGINAL DESCRIPTION BY J. L. COOK IN 1965 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1397 ***********************************************************************
 LX1397  DESIGNATION -  BISHOP RM 1
 LX1397  PID         -  LX1397
 LX1397  STATE/COUNTY-  NY/DUTCHESS
 LX1397  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1397
 LX1397                         *CURRENT SURVEY CONTROL
 LX1397  ___________________________________________________________________
 LX1397* NAD 83(1986)-  41 38 43.     (N)    073 56 38.     (W)     SCALED    
 LX1397* NAVD 88     -         9.848  (meters)      32.31   (feet)  ADJUSTED  
 LX1397  ___________________________________________________________________
 LX1397  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1397  DYNAMIC HT  -           9.844 (meters)      32.30  (feet)  COMP
 LX1397  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 LX1397
 LX1397  VERT ORDER  -  FIRST     CLASS II
 LX1397
 LX1397.The horizontal coordinates were scaled from a topographic map and have
 LX1397.an estimated accuracy of +/- 6 seconds.
 LX1397
 LX1397.The orthometric height was determined by differential leveling
 LX1397.and adjusted by the National Geodetic Survey in June 1991..
 LX1397
 LX1397.The geoid height was determined by GEOID03.
 LX1397
 LX1397.The dynamic height is computed by dividing the NAVD 88
 LX1397.geopotential number by the normal gravity value computed on the
 LX1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1397.degrees latitude (g = 980.6199 gals.).
 LX1397
 LX1397.The modeled gravity was interpolated from observed gravity values.
 LX1397
 LX1397;                    North         East    Units  Estimated Accuracy
 LX1397;SPC NY E     -   312,350.      196,330.      MT  (+/- 180 meters Scaled)
 LX1397
 LX1397                          SUPERSEDED SURVEY CONTROL
 LX1397
 LX1397  NGVD 29 (??/??/92)   10.117  (m)           33.19   (f) ADJ UNCH    1 2
 LX1397
 LX1397.Superseded values are not recommended for survey control.
 LX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1397.See file dsdata.txt to determine how the superseded data were derived.
 LX1397
 LX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879109(NAD 83)
 LX1397_MARKER: DR = REFERENCE MARK DISK
 LX1397_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1397_SP_SET: UNSPECIFIED ROCK
 LX1397_STAMPING: BISHOP 1 1857 1905 1933
 LX1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1397
 LX1397  HISTORY     - Date     Condition        Report By
 LX1397  HISTORY     - 1933     MONUMENTED       CGS
 LX1397  HISTORY     - 1955     GOOD             NGS
 LX1397  HISTORY     - 19950920 MARK NOT FOUND   USPSQD
 LX1397
 LX1397                          STATION DESCRIPTION
 LX1397
 LX1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1397'4.2 MI S FROM POUGHKEEPSIE.
 LX1397'ABOUT 4.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1397'FROM THE STATION AT POUGHKEEPSIE, ABOUT 0.95 MILE NORTH OF FLAG
 LX1397'STATION AT CAMELOT, ABOUT 0.25 MILE NORTH OF MILE POST NY 69,
 LX1397'ON TOP OF A CUT BETWEEN THE RAILROAD AND HUDSON RIVER, SET IN
 LX1397'THE TOP OF SOUTHWEST SIDE OF A 4 1/2 BY 4-FOOT PROJECTION OF
 LX1397'ROCK PROJECTING 2 1/2 FEET ABOVE GROUND, 134 FEET NORTH OF
 LX1397'NORTH END OF NORTH WING WALL OF WEST ABUTMENT OF OVERPASS NO.
 LX1397'188 OVER TRACKS, 56.3 FEET SOUTH OF RM NO. 2, 20.5 FEET
 LX1397'SOUTHEAST OF THE STATION MARK AND ON THE EDGE OF CUT BANK AND
 LX1397'ABOUT 25 FEET ABOVE LEVEL OF TRACK.  NOTE-- THE ROCK FACE IN
 LX1397'WHICH THE ROCK IS SET, SLOPES AT ABOUT 45-DEGREES SO THAT THE
 LX1397'DISK IS SLOPING BY THE SAME AMOUNT.
 LX1397
 LX1397                          STATION RECOVERY (1995)
 LX1397
 LX1397'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1395 ***********************************************************************
 LX1395  DESIGNATION -  BISHOP RM 2
 LX1395  PID         -  LX1395
 LX1395  STATE/COUNTY-  NY/DUTCHESS
 LX1395  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1395
 LX1395                         *CURRENT SURVEY CONTROL
 LX1395  ___________________________________________________________________
 LX1395* NAD 83(1986)-  41 38 43.     (N)    073 56 38.     (W)     SCALED    
 LX1395* NAVD 88     -         9.259  (meters)      30.38   (feet)  ADJUSTED  
 LX1395  ___________________________________________________________________
 LX1395  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1395  DYNAMIC HT  -           9.256 (meters)      30.37  (feet)  COMP
 LX1395  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 LX1395
 LX1395  VERT ORDER  -  FIRST     CLASS II
 LX1395
 LX1395.The horizontal coordinates were scaled from a topographic map and have
 LX1395.an estimated accuracy of +/- 6 seconds.
 LX1395
 LX1395.The orthometric height was determined by differential leveling
 LX1395.and adjusted by the National Geodetic Survey in June 1991..
 LX1395
 LX1395.The geoid height was determined by GEOID03.
 LX1395
 LX1395.The dynamic height is computed by dividing the NAVD 88
 LX1395.geopotential number by the normal gravity value computed on the
 LX1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1395.degrees latitude (g = 980.6199 gals.).
 LX1395
 LX1395.The modeled gravity was interpolated from observed gravity values.
 LX1395
 LX1395;                    North         East    Units  Estimated Accuracy
 LX1395;SPC NY E     -   312,350.      196,330.      MT  (+/- 180 meters Scaled)
 LX1395
 LX1395                          SUPERSEDED SURVEY CONTROL
 LX1395
 LX1395  NGVD 29 (??/??/92)    9.528  (m)           31.26   (f) ADJ UNCH    1 2
 LX1395
 LX1395.Superseded values are not recommended for survey control.
 LX1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1395.See file dsdata.txt to determine how the superseded data were derived.
 LX1395
 LX1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879109(NAD 83)
 LX1395_MARKER: DR = REFERENCE MARK DISK
 LX1395_SETTING: 66 = SET IN ROCK OUTCROP
 LX1395_SP_SET: ROCK CUT
 LX1395_STAMPING: BISHOP NO 2 1857 1905 1933
 LX1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1395+STABILITY: POSITION/ELEVATION WELL
 LX1395
 LX1395  HISTORY     - Date     Condition        Report By
 LX1395  HISTORY     - 1933     MONUMENTED       CGS
 LX1395  HISTORY     - 1955     GOOD             NGS
 LX1395  HISTORY     - 19950920 POOR             USPSQD
 LX1395
 LX1395                          STATION DESCRIPTION
 LX1395
 LX1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1395'4.2 MI S FROM POUGHKEEPSIE.
 LX1395'ABOUT 4.2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1395'THE STATION AT POUGHKEEPSIE, ABOUT 0.95 MILE NORTH OF FLAG
 LX1395'STATION AT CAMELOT, ABOUT 0.25 MILE NORTH OF MILE POST NY 69,
 LX1395'ON THE TOP OF A ROCK CUT BETWEEN THE TRACKS AND HUDSON RIVER,
 LX1395'IN THE TOP OF AN OUTCROPPING ROCK LEDGE, 191 FEET NORTH OF NORTH
 LX1395'END OF NORTH WING WALL OF WEST CONCRETE ABUTMENT OF OVERPASS
 LX1395'NO. 188, 56.3 FEET NORTH OF RM NO. 1, 22 FEET WEST-NORTHWEST
 LX1395'OF TELEPHONE POLE NO. 69/19, 38.15 FEET NORTH-NORTHEAST OF
 LX1395'STATION MARK, 7 FEET WEST OF EAST EDGE OF CUT AND ABOUT 22 FEET
 LX1395'ABOVE LEVEL OF TRACK AND ABOUT FLUSH WITH GROUND.
 LX1395
 LX1395                          STATION RECOVERY (1995)
 LX1395
 LX1395'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1395'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2632 ***********************************************************************
 MZ2632  DESIGNATION -  BJB
 MZ2632  PID         -  MZ2632
 MZ2632  STATE/COUNTY-  NY/SARATOGA
 MZ2632  USGS QUAD   -  BURNT HILLS (1980)
 MZ2632
 MZ2632                         *CURRENT SURVEY CONTROL
 MZ2632  ___________________________________________________________________
 MZ2632* NAD 83(1996)-  42 58 15.60620(N)    073 52 46.47753(W)     ADJUSTED  
 MZ2632* NAVD 88     -       106.3    (meters)     349.     (feet)  VERTCON   
 MZ2632  ___________________________________________________________________
 MZ2632  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MZ2632  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 MZ2632
 MZ2632  HORZ ORDER  -  SECOND
 MZ2632
 MZ2632.The horizontal coordinates were established by classical geodetic methods
 MZ2632.and adjusted by the National Geodetic Survey in January 1999..
 MZ2632
 MZ2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2632
 MZ2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2632
 MZ2632.The geoid height was determined by GEOID03.
 MZ2632
 MZ2632;                    North         East     Units Scale Factor Converg.
 MZ2632;SPC NY E     -   459,637.549   200,608.679   MT  0.99993150   +0 25 22.5
 MZ2632;SPC NY E     - 1,507,994.19    658,163.64   sFT  0.99993150   +0 25 22.5
 MZ2632;UTM  18      - 4,758,203.565   591,367.182   MT  0.99970270   +0 45 49.6
 MZ2632
 MZ2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2632!SPC NY E     -   0.99998817  x   0.99993150  =   0.99991967
 MZ2632!UTM  18      -   0.99998817  x   0.99970270  =   0.99969087
 MZ2632
 MZ2632|---------------------------------------------------------------------|
 MZ2632| PID    Reference Object                     Distance      Geod. Az  |
 MZ2632|                                                           dddmmss.s |
 MZ2632| MZ2630 BJC RESET                           270.911 METERS 18649     |
 MZ2632| DA3033 BJA                                                3541934.7 |
 MZ2632|---------------------------------------------------------------------|
 MZ2632
 MZ2632                          SUPERSEDED SURVEY CONTROL
 MZ2632
 MZ2632  NAD 83(1996)-  42 58 15.60946(N)    073 52 46.47828(W) AD(       ) 2
 MZ2632  NAD 83(1992)-  42 58 15.61024(N)    073 52 46.47816(W) AD(       ) 2
 MZ2632  NAD 83(1986)-  42 58 15.61067(N)    073 52 46.47746(W) AD(       ) 2
 MZ2632  NAD 27      -  42 58 15.33945(N)    073 52 48.03474(W) AD(       ) 2
 MZ2632  NGVD 29 (07/19/86)  106.5    (m)          349.     (f) VERT ANG       
 MZ2632
 MZ2632.Superseded values are not recommended for survey control.
 MZ2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2632.See file dsdata.txt to determine how the superseded data were derived.
 MZ2632
 MZ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9136758204(NAD 83)
 MZ2632_MARKER: DD = SURVEY DISK
 MZ2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2632_MARK LOGO: NY-091
 MZ2632_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2632+STABILITY: SURFACE MOTION
 MZ2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2632+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MZ2632
 MZ2632  HISTORY     - Date     Condition        Report By
 MZ2632  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2632  HISTORY     - 19920101 SEE DESCRIPTION  USPSQD
 MZ2632  HISTORY     - 19980924 GOOD             USPSQD
 MZ2632  HISTORY     - 20030611 GOOD             USPSQD
 MZ2632  HISTORY     - 20040716 GOOD             USPSQD
 MZ2632  HISTORY     - 20050718 GOOD             USPSQD
 MZ2632
 MZ2632                          STATION DESCRIPTION
 MZ2632
 MZ2632'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2632'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF BALLSTON SPA,
 MZ2632'4.5 MILES NORTH OF BURNT HILLS, AND 4.5 MILES WEST OF MALTA IN
 MZ2632'THE TOWNSHIP OF BALLSTON.
 MZ2632'
 MZ2632'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2632'BALLSTON SPA GO WEST ON STATE HIGHWAY 67 FOR 1.7 MILES TO THE
 MZ2632'INTERSECTION OF COUNTY HIGHWAY 59 (MIDDLE LINE ROAD).  TURN
 MZ2632'LEFT AND GO SOUTH ON COUNTY HIGHWAY 59 FOR 1.9 MILES TO STATION
 MZ2632'ON RIGHT.
 MZ2632'
 MZ2632'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2632'SURVEY STAMPED BJB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2632'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2632'GROUND.  IT IS LOCATED 43.9 FEET SOUTHEAST OF THE SOUTHEAST
 MZ2632'CORNER OF A STONE PILLAR ON THE NORTH SIDE OF A DIRT DRIVE,
 MZ2632'31.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A STONE PILLAR
 MZ2632'ON THE SOUTH SIDE OF A DIRT DRIVE, BOTH ON THE WEST SIDE OF
 MZ2632'COUNTY HIGHWAY 59, 61.1 FEET SOUTHWEST OF A 10-INCH MAPLE TREE
 MZ2632'ON THE EAST SIDE OF COUNTY HIGHWAY 59 AND 23.1 FEET WEST OF
 MZ2632'THE CENTERLINE OF COUNTY HIGHWAY 59.  THE UNDERGROUND MARK IS
 MZ2632'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2632'BELOW THE GROUND.
 MZ2632'
 MZ2632'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 MZ2632
 MZ2632                          STATION RECOVERY (1992)
 MZ2632
 MZ2632'RECOVERY NOTE BY US POWER SQUADRON 1992 (BMH)
 MZ2632'AS OF AUGUST 7, 1992 OLD ROAD SURFACE, BASE AND SUBBASE REMOVED ROAD
 MZ2632'CONSTRUCTION CREWS AND OBSERVER DID NOT FIND MARK.  48 INCHES BELOW
 MZ2632'SURFACE.  TO FAR FOR OBSERVER TO DIG.
 MZ2632
 MZ2632                          STATION RECOVERY (1998)
 MZ2632
 MZ2632'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2632'RECOVERED IN GOOD CONDITION.
 MZ2632
 MZ2632                          STATION RECOVERY (2003)
 MZ2632
 MZ2632'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2632'RECOVERED IN GOOD CONDITION.
 MZ2632
 MZ2632                          STATION RECOVERY (2004)
 MZ2632
 MZ2632'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2632'RECOVERED IN GOOD CONDITION.
 MZ2632
 MZ2632                          STATION RECOVERY (2005)
 MZ2632
 MZ2632'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2630 ***********************************************************************
 MZ2630  DESIGNATION -  BJC RESET
 MZ2630  PID         -  MZ2630
 MZ2630  STATE/COUNTY-  NY/SARATOGA
 MZ2630  USGS QUAD   -  BURNT HILLS (1980)
 MZ2630
 MZ2630                         *CURRENT SURVEY CONTROL
 MZ2630  ___________________________________________________________________
 MZ2630* NAD 83(1996)-  42 58 06.88923(N)    073 52 47.89621(W)     ADJUSTED  
 MZ2630* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 MZ2630  ___________________________________________________________________
 MZ2630  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MZ2630  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 MZ2630
 MZ2630  HORZ ORDER  -  SECOND
 MZ2630
 MZ2630.The horizontal coordinates were established by classical geodetic methods
 MZ2630.and adjusted by the National Geodetic Survey in January 1999..
 MZ2630
 MZ2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2630
 MZ2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2630
 MZ2630.The geoid height was determined by GEOID03.
 MZ2630
 MZ2630;                    North         East     Units Scale Factor Converg.
 MZ2630;SPC NY E     -   459,368.341   200,578.518   MT  0.99993146   +0 25 21.4
 MZ2630;SPC NY E     - 1,507,110.97    658,064.69   sFT  0.99993146   +0 25 21.4
 MZ2630;UTM  18      - 4,757,934.244   591,338.629   MT  0.99970263   +0 45 48.5
 MZ2630
 MZ2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2630!SPC NY E     -   0.99998791  x   0.99993146  =   0.99991937
 MZ2630!UTM  18      -   0.99998791  x   0.99970263  =   0.99969054
 MZ2630
 MZ2630|---------------------------------------------------------------------|
 MZ2630| PID    Reference Object                     Distance      Geod. Az  |
 MZ2630|                                                           dddmmss.s |
 MZ2630| MZ2632 BJB                                 270.911 METERS 00649     |
 MZ2630| AI8425 BJC 1                                              2622705.0 |
 MZ2630|---------------------------------------------------------------------|
 MZ2630
 MZ2630                          SUPERSEDED SURVEY CONTROL
 MZ2630
 MZ2630  NAD 83(1996)-  42 58 06.89249(N)    073 52 47.89696(W) AD(       ) 2
 MZ2630  NAD 83(1992)-  42 58 06.89327(N)    073 52 47.89684(W) AD(       ) 2
 MZ2630  NAD 83(1986)-  42 58 06.89369(N)    073 52 47.89614(W) AD(       ) 2
 MZ2630  NAD 27      -  42 58 06.62240(N)    073 52 49.45339(W) AD(       ) 2
 MZ2630  NGVD 29 (07/19/86)  108.2    (m)          355.     (f) VERT ANG       
 MZ2630
 MZ2630.Superseded values are not recommended for survey control.
 MZ2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2630.See file dsdata.txt to determine how the superseded data were derived.
 MZ2630
 MZ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9133957934(NAD 83)
 MZ2630_MARKER: DS = TRIANGULATION STATION DISK
 MZ2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2630_STAMPING: BJC SACGS 1973 1983
 MZ2630_MARK LOGO: NGS   
 MZ2630_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2630+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MZ2630
 MZ2630  HISTORY     - Date     Condition        Report By
 MZ2630  HISTORY     - 1983     MONUMENTED       NGS
 MZ2630  HISTORY     - 19920101 SEE DESCRIPTION  USPSQD
 MZ2630  HISTORY     - 19980924 GOOD             USPSQD
 MZ2630  HISTORY     - 20030611 GOOD             USPSQD
 MZ2630  HISTORY     - 20040716 GOOD             USPSQD
 MZ2630  HISTORY     - 20050718 GOOD             USPSQD
 MZ2630
 MZ2630                          STATION DESCRIPTION
 MZ2630
 MZ2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MZ2630'THE TOP OF THE ROUND CONCRETE MONUMENT WAS FOUND BROKEN OFF AND LAYING
 MZ2630'IN THE DITCH.  THERE WAS NO STATION MARK FOUND.  A NEW SURFACE MARK
 MZ2630'WAS SET DIRECTLY OVER THE SUBSURFACE MARK.  THE AZIMUTH MARK WAS FOUND
 MZ2630'IN GOOD CONDITION.
 MZ2630'THE STATION IS LOCATED 4.8 KM (3.00 MI) SOUTHWEST OF BALLSTON SPA, 6.4
 MZ2630'KM (3.95 MI) NORTH OF BURNT HILLS AND 7.2 KM (4.45 MI) WEST OF MALTA
 MZ2630'IN THE TOWNSHIP OF BALLSTON.  TO REACH THE STATION FROM THE COUNTY
 MZ2630'MUNICIPAL CENTER IN BALLSTON SPA, GO WEST ON STATE HIGHWAY 67 FOR 2.7
 MZ2630'KM (1.65 MI) TO THE INTERSECTION OF COUNTY HIGHWAY 59 (MIDDLE LINE
 MZ2630'ROAD) .  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY 59 FOR 3.4 KM (2.10
 MZ2630'MI) TO THE TNTERSECTION OF DEVILS LANE.  TURN RIGHT AHD GO WESTON
 MZ2630'DEVILS LANE FOR 0.08 KM (0.05 MI) TO STATION ON RIGHT.
 MZ2630'THE STATION IS A STANDARD NGS DISK STAMPED--BJC SACGS 1973 1983--, SET
 MZ2630'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 MZ2630'DIAMETER RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  LOCATED 71.3
 MZ2630'METERS (233.9 FT) WEST FROM THE CENTER OF COUNTY HIGHWAY 59.  3.7
 MZ2630'METERS (12.1 FT) NORTH FROM CENTER OF DEVILS LANE.  3.0 METERS (9.8
 MZ2630'FT) SOUTHEAST FROM A UTILITY POLE STAMPED NM 1 AND 0.8 METER (2.6 FT)
 MZ2630'SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK MARK IS A
 MZ2630'STANDARD SACGS DISK STAMPED--BJC--, SET INTO AN IRREGULAR MASS OF
 MZ2630'CONCRETE 1.4 METER (4.6 FT) BELOW THE SURFACE.
 MZ2630'AZIMTH MARK NO 1 IS A STANDARD SACGS DISK STAMPED--BJC 1--, SET INTO
 MZ2630'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 MZ2630'FLUSH WITH GROUND. LOCATED 19.78 METERS (64.89 FT) SOUTHEAST FROM A
 MZ2630'UTILITY POLE STAMPED NM 9.  3.93 METERS (12.89 FT) SOUTH FROM THE
 MZ2630'CENTERLINE OF DEVILS LANE AND 3.20 METERS (10.50 FT) NORTHWEST FROM
 MZ2630'THE NORTHWEST CORNER OF A BARN.  TO REACH THE AZIMUTH MARK FROM THE
 MZ2630'STATION GO WEST ON DEVILS LANE FOR 0.72 KM (0.45 MI) AND MARK ON LEFT.
 MZ2630
 MZ2630                          STATION RECOVERY (1992)
 MZ2630
 MZ2630'RECOVERY NOTE BY US POWER SQUADRON 1992 (BMH)
 MZ2630'ROAD CONSTRUCTION AND 48 INCHES BELOW GROUND.  COULD NOT DIG TO FIND
 MZ2630'MARK.
 MZ2630
 MZ2630                          STATION RECOVERY (1998)
 MZ2630
 MZ2630'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2630'RECOVERED IN GOOD CONDITION.
 MZ2630
 MZ2630                          STATION RECOVERY (2003)
 MZ2630
 MZ2630'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2630'RECOVERED IN GOOD CONDITION.
 MZ2630
 MZ2630                          STATION RECOVERY (2004)
 MZ2630
 MZ2630'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2630'RECOVERED IN GOOD CONDITION.
 MZ2630
 MZ2630                          STATION RECOVERY (2005)
 MZ2630
 MZ2630'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2613 ***********************************************************************
 MZ2613  DESIGNATION -  BJD
 MZ2613  PID         -  MZ2613
 MZ2613  STATE/COUNTY-  NY/SARATOGA
 MZ2613  USGS QUAD   -  BURNT HILLS (1980)
 MZ2613
 MZ2613                         *CURRENT SURVEY CONTROL
 MZ2613  ___________________________________________________________________
 MZ2613* NAD 83(1996)-  42 57 18.08015(N)    073 52 38.14688(W)     ADJUSTED  
 MZ2613* NAVD 88     -       123.7    (meters)     406.     (feet)  VERTCON   
 MZ2613  ___________________________________________________________________
 MZ2613  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 MZ2613  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 MZ2613
 MZ2613  HORZ ORDER  -  SECOND
 MZ2613
 MZ2613.The horizontal coordinates were established by classical geodetic methods
 MZ2613.and adjusted by the National Geodetic Survey in January 1999..
 MZ2613
 MZ2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2613
 MZ2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2613
 MZ2613.The geoid height was determined by GEOID03.
 MZ2613
 MZ2613;                    North         East     Units Scale Factor Converg.
 MZ2613;SPC NY E     -   457,863.925   200,810.590   MT  0.99993175   +0 25 27.7
 MZ2613;SPC NY E     - 1,502,175.23    658,826.08   sFT  0.99993175   +0 25 27.7
 MZ2613;UTM  18      - 4,756,431.578   591,579.590   MT  0.99970317   +0 45 54.4
 MZ2613
 MZ2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2613!SPC NY E     -   0.99998545  x   0.99993175  =   0.99991720
 MZ2613!UTM  18      -   0.99998545  x   0.99970317  =   0.99968862
 MZ2613
 MZ2613|---------------------------------------------------------------------|
 MZ2613| PID    Reference Object                     Distance      Geod. Az  |
 MZ2613|                                                           dddmmss.s |
 MZ2613| MZ2614 BJD A                                 8.451 METERS 03459     |
 MZ2613| DA3034 BJD 1                                              2632003.1 |
 MZ2613| DA3035 BJD 2                                              3560026.4 |
 MZ2613|---------------------------------------------------------------------|
 MZ2613
 MZ2613                          SUPERSEDED SURVEY CONTROL
 MZ2613
 MZ2613  NAD 83(1996)-  42 57 18.08342(N)    073 52 38.14763(W) AD(       ) 2
 MZ2613  NAD 83(1992)-  42 57 18.08419(N)    073 52 38.14750(W) AD(       ) 2
 MZ2613  NAD 83(1986)-  42 57 18.08455(N)    073 52 38.14692(W) AD(       ) 2
 MZ2613  NAD 27      -  42 57 17.81296(N)    073 52 39.70447(W) AD(       ) 2
 MZ2613  NGVD 29 (07/19/86)  123.9    (m)          406.     (f) VERT ANG       
 MZ2613
 MZ2613.Superseded values are not recommended for survey control.
 MZ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2613.See file dsdata.txt to determine how the superseded data were derived.
 MZ2613
 MZ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9158056432(NAD 83)
 MZ2613_MARKER: DD = SURVEY DISK
 MZ2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2613_MARK LOGO: NY-091
 MZ2613_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2613+STABILITY: SURFACE MOTION
 MZ2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2613+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 MZ2613
 MZ2613  HISTORY     - Date     Condition        Report By
 MZ2613  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2613  HISTORY     - 19920101 SEE DESCRIPTION  USPSQD
 MZ2613  HISTORY     - 20030611 GOOD             USPSQD
 MZ2613  HISTORY     - 20040620 MARK NOT FOUND   USPSQD
 MZ2613  HISTORY     - 20050620 MARK NOT FOUND   USPSQD
 MZ2613
 MZ2613                          STATION DESCRIPTION
 MZ2613
 MZ2613'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2613'THE STATION IS LOCATED 3.5 MILES NORTHEAST OF BURNT HILLS, 3.5
 MZ2613'MILES SOUTHWEST OF BALLSTON SPA, AND 4.0 MILES NORTHWEST OF
 MZ2613'ROUND LAKE IN THE TOWNSHIP OF BALLSTON.
 MZ2613'
 MZ2613'TO REACH THE STATION FROM THE COUNTY MUNICIPAL CENTER IN
 MZ2613'BALLSTON SPA GO WEST ON STATE HIGHWAY 67 FOR 1.7 MILES TO THE
 MZ2613'INTERSECTION OF COUNTY HIGHWAY 59 (MIDDLE LINE ROAD).  TURN
 MZ2613'LEFT AND GO SOUTH ON COUNTY HIGHWAY 59 FOR 2.5 MILES TO AZIMUTH
 MZ2613'MARK BJD-2 (SACGS) ON LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY
 MZ2613'59 FOR 0.50 MILE TO THE INTERSECTION OF COUNTY HIGHWAY 51
 MZ2613'(CHARLTON ROAD) AND THE STATION ON THE NORTHWEST CORNER OF THE
 MZ2613'INTERSECTION.
 MZ2613'
 MZ2613'TO REACH AZIMUTH MARK, BJD-1 (SACGS), FROM THE STATION GO
 MZ2613'WEST ON COUNTY HIGHWAY 51 FOR 0.50 MILE TO MARK ON RIGHT.
 MZ2613'
 MZ2613'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2613'SURVEY STAMPED BJD.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2613'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2613'GROUND.  IT IS LOCATED 61.1 FEET EAST OF POLE 21, 74.6 FEET
 MZ2613'SOUTHWEST OF POLE 20, BOTH ON THE NORTH SIDE OF COUNTY HIGHWAY
 MZ2613'51, 96.1 FEET WEST OF COUNTY HIGHWAY 59, AND 17.2 FEET NORTH OF
 MZ2613'THE CENTERLINE OF COUNTY HIGHWAY 51.  THE UNDERGROUND MARK IS
 MZ2613'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2613'BELOW THE GROUND.
 MZ2613'
 MZ2613'AZIMUTH MARK, BJD-1 (SACGS) IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2613'GEODETIC SURVEY STAMPED BJD-1.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2613'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.50 FOOT BELOW THE
 MZ2613'GROUND.  IT IS LOCATED 93.8 FEET NORTHEAST OF A 6-INCH MAPLE TREE,
 MZ2613'39.9 FEET EAST OF THE EAST RANGE LINE OF A WHITE WOOD HOUSE, 39.5
 MZ2613'FEET NORTHWEST OF THE WEST END OF A CULVERT ALL LOCATED ON THE
 MZ2613'SOUTH SIDE OF COUNTY HIGHWAY 51, AND 16.7 FEET NORTH OF THE
 MZ2613'CENTERLINE OF COUNTY HIGHWAY 51.
 MZ2613'
 MZ2613'AZIMUTH MARK, BJD-2 (SACGS) IS A STANDARD DISK OF SARATOGA
 MZ2613'COUNTY GEODETIC SURVEY STAMPED BJD-2.  IT IS SET IN TOP OF A
 MZ2613'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2613'THE GROUND.  IT IS LOCATED 61.9 FEET NORTHEAST OF A 35-INCH
 MZ2613'ASH TREE ON THE WEST SIDE OF COUNTY HIGHWAY 59, 12.8 FEET
 MZ2613'SOUTHWEST OF A 14-INCH MAPLE, 17.9 FEET NORTHWEST OF A 32-INCH
 MZ2613'OAK TREE BOTH ON THE EAST SIDE OF COUNTY HIGHWAY 59 AND 19.9
 MZ2613'FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY 59.
 MZ2613'
 MZ2613'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 MZ2613
 MZ2613                          STATION RECOVERY (1992)
 MZ2613
 MZ2613'RECOVERY NOTE BY US POWER SQUADRON 1992 (BMH)
 MZ2613'AS OF AUGUST 7, 1992 OLD ROAD SURFACE OF ROAD IS REMOVED, AND SUB BASE
 MZ2613'ROAD CONSTRUCTION CREWS AND OBSERVER DID NOT FIND MARK.  48 INCHES TOO
 MZ2613'FAR FOR OBSERVER TO DIG.
 MZ2613
 MZ2613                          STATION RECOVERY (2003)
 MZ2613
 MZ2613'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2613'ROAD REALINGMENT AND IMPROVEMENT NOW MAKES THE MARK 19 FEET FROM THE
 MZ2613'CENTER OF THE ROAD INSTEAD OF 17.2
 MZ2613
 MZ2613                          STATION RECOVERY (2004)
 MZ2613
 MZ2613'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2613'MARK NOT FOUND.
 MZ2613
 MZ2613                          STATION RECOVERY (2005)
 MZ2613
 MZ2613'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2628 ***********************************************************************
 MZ2628  DESIGNATION -  BKA
 MZ2628  PID         -  MZ2628
 MZ2628  STATE/COUNTY-  NY/SARATOGA
 MZ2628  USGS QUAD   -  BURNT HILLS (1980)
 MZ2628
 MZ2628                         *CURRENT SURVEY CONTROL
 MZ2628  ___________________________________________________________________
 MZ2628* NAD 83(1996)-  42 56 10.64942(N)    073 53 57.02567(W)     ADJUSTED  
 MZ2628* NAVD 88     -       137.9    (meters)     452.     (feet)  VERTCON   
 MZ2628  ___________________________________________________________________
 MZ2628  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 MZ2628  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 MZ2628
 MZ2628  HORZ ORDER  -  SECOND
 MZ2628
 MZ2628.The horizontal coordinates were established by classical geodetic methods
 MZ2628.and adjusted by the National Geodetic Survey in January 1999..
 MZ2628
 MZ2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2628
 MZ2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2628
 MZ2628.The geoid height was determined by GEOID03.
 MZ2628
 MZ2628;                    North         East     Units Scale Factor Converg.
 MZ2628;SPC NY E     -   455,770.285   199,037.698   MT  0.99992957   +0 24 33.4
 MZ2628;SPC NY E     - 1,495,306.34    653,009.51   sFT  0.99992957   +0 24 33.4
 MZ2628;UTM  18      - 4,754,327.916   589,819.583   MT  0.99969925   +0 44 59.7
 MZ2628
 MZ2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2628!SPC NY E     -   0.99998323  x   0.99992957  =   0.99991280
 MZ2628!UTM  18      -   0.99998323  x   0.99969925  =   0.99968248
 MZ2628
 MZ2628:                Primary Azimuth Mark                     Grid Az
 MZ2628:SPC NY E     -  BALLSTON MUN TANK                        167 26 31.4
 MZ2628:UTM  18      -  BALLSTON MUN TANK                        167 06 05.1
 MZ2628
 MZ2628|---------------------------------------------------------------------|
 MZ2628| PID    Reference Object                     Distance      Geod. Az  |
 MZ2628|                                                           dddmmss.s |
 MZ2628| MZ2622 BALLSTON MUN TANK                   APPROX. 2.2 KM 1675104.8 |
 MZ2628|---------------------------------------------------------------------|
 MZ2628
 MZ2628                          SUPERSEDED SURVEY CONTROL
 MZ2628
 MZ2628  NAD 83(1996)-  42 56 10.65301(N)    073 53 57.02629(W) AD(       ) 2
 MZ2628  NAD 83(1992)-  42 56 10.65359(N)    073 53 57.02622(W) AD(       ) 2
 MZ2628  NAD 83(1986)-  42 56 10.65384(N)    073 53 57.02565(W) AD(       ) 2
 MZ2628  NAD 27      -  42 56 10.38146(N)    073 53 58.58086(W) AD(       ) 2
 MZ2628  NGVD 29 (07/19/86)  138.1    (m)          453.     (f) VERT ANG       
 MZ2628
 MZ2628.Superseded values are not recommended for survey control.
 MZ2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2628.See file dsdata.txt to determine how the superseded data were derived.
 MZ2628
 MZ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8982054328(NAD 83)
 MZ2628_MARKER: DD = SURVEY DISK
 MZ2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2628+STABILITY: SURFACE MOTION
 MZ2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2628+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 MZ2628
 MZ2628  HISTORY     - Date     Condition        Report By
 MZ2628  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2628  HISTORY     - 19950422 GOOD             USPSQD
 MZ2628  HISTORY     - 20030611 GOOD             USPSQD
 MZ2628  HISTORY     - 20040611 GOOD             USPSQD
 MZ2628  HISTORY     - 20050611 GOOD             USPSQD
 MZ2628
 MZ2628                          STATION DESCRIPTION
 MZ2628
 MZ2628'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2628'THE STATION IS LOCATED 2.0 MILES NORTH OF BURNT HILLS, 2.0
 MZ2628'MILES NORTHWEST OF BALLSTON LAKE, AND 4.0 MILES EAST OF
 MZ2628'CHARLTON IN THE TOWNSHIP OF BALLSTON.
 MZ2628'
 MZ2628'TO REACH THE STATION FROM THE POST OFFICE IN BURNT HILLS, GO
 MZ2628'NORTHEAST ON STATE HIGHWAY 50 (SARATOGA ROAD) FOR 0.15 MILE TO
 MZ2628'THE INTERSECTION OF COUNTY HIGHWAY 339 AND COUNTY HIGHWAY 58.  TURN
 MZ2628'LEFT ON COUNTY HIGHWAY 58 AND GO WEST FOR 0.30 MILE TO
 MZ2628'T-INTERSECTION OF COUNTY HIGHWAY 57 (GOODE STREET).  TURN RIGHT
 MZ2628'AND GO NORTH ON COUNTY HIGHWAY 57 FOR 1.9 MILES TO STATION ON
 MZ2628'RIGHT.
 MZ2628'
 MZ2628'TO REACH AZIMUTH MARK, BKA-1 (SACGS), FROM THE STATION
 MZ2628'CONTINUE NORTH ON COUNTY HIGHWAY 57 FOR 0.20 MILES TO MARK ON LEFT.
 MZ2628'
 MZ2628'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2628'SURVEY STAMPED BKA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2628'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2628'GROUND.  IT IS LOCATED 72.9 FEET SOUTH OF POLE 63, 35.4 FEET
 MZ2628'SOUTH OF THE NORTH RANGE LINE OF A HOUSE, 28.8 FEET NORTH OF
 MZ2628'THE SOUTH RANGE OF THE AFOREMENTIONED HOUSE ALL ON THE EAST
 MZ2628'SIDE OF COUNTY HIGHWAY 57, AND 18.0 FEET EAST OF THE CENTERLINE
 MZ2628'OF COUNTY HIGHWAY 57.  THE UNDERGROUND MARK IS SET IN THE TOP
 MZ2628'OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2628'
 MZ2628'AZIMUTH MARK, BKA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2628'COUNTY GEODETIC SURVEY, STAMPED BKA-1.  IT IS SET IN THE TOP
 MZ2628'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 MZ2628'THE GROUND.  IT IS LOCATED 91.3 FEET NORTHEAST OF POLE 21 ON
 MZ2628'THE WEST SIDE OF COUNTY HIGHWAY 57, 37.1 FEET NORTH OF THE
 MZ2628'SOUTH RANGE LINE OF A WHITE WOOD HOUSE ON THE EAST SIDE OF
 MZ2628'COUNTY HIGHWAY 57, 8.8 FEET SOUTH OF THE NORTH RANGE LINE OF
 MZ2628'THE AFOREMENTIONED HOUSE AND 17.6 FEET WEST OF THE CENTERLINE
 MZ2628'OF COUNTY HIGHWAY 57.
 MZ2628'
 MZ2628'HEIGHT OF LIGHT ABOVE STATION MARK 1.12 METERS.
 MZ2628
 MZ2628                          STATION RECOVERY (1995)
 MZ2628
 MZ2628'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2628'RECOVERED IN GOOD CONDITION.
 MZ2628
 MZ2628                          STATION RECOVERY (2003)
 MZ2628
 MZ2628'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2628'RECOVERED IN GOOD CONDITION.
 MZ2628
 MZ2628                          STATION RECOVERY (2004)
 MZ2628
 MZ2628'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2628'RECOVERED IN GOOD CONDITION.
 MZ2628
 MZ2628                          STATION RECOVERY (2005)
 MZ2628
 MZ2628'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2629 ***********************************************************************
 MZ2629  DESIGNATION -  BKA 1
 MZ2629  PID         -  MZ2629
 MZ2629  STATE/COUNTY-  NY/SARATOGA
 MZ2629  USGS QUAD   -  BURNT HILLS (1980)
 MZ2629
 MZ2629                         *CURRENT SURVEY CONTROL
 MZ2629  ___________________________________________________________________
 MZ2629* NAD 83(1996)-  42 56 18.83686(N)    073 53 58.71960(W)     ADJUSTED  
 MZ2629* NAVD 88     -       143.0    (meters)     469.     (feet)  VERTCON   
 MZ2629  ___________________________________________________________________
 MZ2629  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MZ2629  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 MZ2629
 MZ2629  HORZ ORDER  -  SECOND
 MZ2629
 MZ2629.The horizontal coordinates were established by classical geodetic methods
 MZ2629.and adjusted by the National Geodetic Survey in January 1999..
 MZ2629
 MZ2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2629
 MZ2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2629
 MZ2629.The geoid height was determined by GEOID03.
 MZ2629
 MZ2629;                    North         East     Units Scale Factor Converg.
 MZ2629;SPC NY E     -   456,022.640   198,997.491   MT  0.99992953   +0 24 32.3
 MZ2629;SPC NY E     - 1,496,134.28    652,877.60   sFT  0.99992953   +0 24 32.3
 MZ2629;UTM  18      - 4,754,579.970   589,777.886   MT  0.99969916   +0 44 58.7
 MZ2629
 MZ2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2629!SPC NY E     -   0.99998243  x   0.99992953  =   0.99991196
 MZ2629!UTM  18      -   0.99998243  x   0.99969916  =   0.99968159
 MZ2629
 MZ2629|---------------------------------------------------------------------|
 MZ2629| PID    Reference Object                     Distance      Geod. Az  |
 MZ2629|                                                           dddmmss.s |
 MZ2629| MZ2628 BKA                                 255.557 METERS 17121     |
 MZ2629| MZ2631 BKB                                 487.888 METERS 3535742.9 |
 MZ2629|---------------------------------------------------------------------|
 MZ2629
 MZ2629                          SUPERSEDED SURVEY CONTROL
 MZ2629
 MZ2629  NAD 83(1996)-  42 56 18.84045(N)    073 53 58.72021(W) AD(       ) 2
 MZ2629  NAD 83(1992)-  42 56 18.84103(N)    073 53 58.72015(W) AD(       ) 2
 MZ2629  NAD 83(1986)-  42 56 18.84128(N)    073 53 58.71959(W) AD(       ) 2
 MZ2629  NAD 27      -  42 56 18.56896(N)    073 54 00.27472(W) AD(       ) 2
 MZ2629  NGVD 29 (07/19/86)  143.2    (m)          470.     (f) VERT ANG       
 MZ2629
 MZ2629.Superseded values are not recommended for survey control.
 MZ2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2629.See file dsdata.txt to determine how the superseded data were derived.
 MZ2629
 MZ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8977854580(NAD 83)
 MZ2629_MARKER: DD = SURVEY DISK
 MZ2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2629+STABILITY: SURFACE MOTION
 MZ2629
 MZ2629  HISTORY     - Date     Condition        Report By
 MZ2629  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2629  HISTORY     - 19950422 GOOD             USPSQD
 MZ2629  HISTORY     - 20030611 POOR             USPSQD
 MZ2629  HISTORY     - 20040611 POOR             USPSQD
 MZ2629  HISTORY     - 20050611 MARK NOT FOUND   USPSQD
 MZ2629
 MZ2629                          STATION DESCRIPTION
 MZ2629
 MZ2629'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 MZ2629'STATION BKA SACGS IS LOCATED 2.0 MILES NORTH OF BURNT HILLS, 2.0
 MZ2629'MILES NORTHWEST OF BALLSTON LAKE, AND 4.0 MILES EAST OF
 MZ2629'CHARLTON IN THE TOWNSHIP OF BALLSTON.
 MZ2629'
 MZ2629'TO REACH STATION BKA SACGS FROM THE POST OFFICE IN BURNT HILLS, GO
 MZ2629'NORTHEAST ON STATE HIGHWAY 50 (SARATOGA ROAD) FOR 0.15 MILE TO
 MZ2629'THE INTERSECTION OF COUNTY HIGHWAY 339 AND COUNTY HIGHWAY 58.  TURN
 MZ2629'LEFT ON COUNTY HIGHWAY 58 AND GO WEST FOR 0.30 MILE TO
 MZ2629'T-INTERSECTION OF COUNTY HIGHWAY 57 (GOODE STREET).  TURN RIGHT
 MZ2629'AND GO NORTH ON COUNTY HIGHWAY 57 FOR 1.9 MILES TO STATION ON
 MZ2629'RIGHT.
 MZ2629'
 MZ2629'TO REACH AZIMUTH MARK, BKA-1 (SACGS), FROM THE STATION
 MZ2629'CONTINUE NORTH ON COUNTY HIGHWAY 57 FOR 0.20 MILES TO MARK ON LEFT.
 MZ2629'
 MZ2629'AZIMUTH MARK, BKA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2629'COUNTY GEODETIC SURVEY, STAMPED BKA-1.  IT IS SET IN THE TOP
 MZ2629'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 MZ2629'THE GROUND.  IT IS LOCATED 91.3 FEET NORTHEAST OF POLE 21 ON
 MZ2629'THE WEST SIDE OF COUNTY HIGHWAY 57, 37.1 FEET NORTH OF THE
 MZ2629'SOUTH RANGE LINE OF A WHITE WOOD HOUSE ON THE EAST SIDE OF
 MZ2629'COUNTY HIGHWAY 57, 8.8 FEET SOUTH OF THE NORTH RANGE LINE OF
 MZ2629'THE AFOREMENTIONED HOUSE AND 17.6 FEET WEST OF THE CENTERLINE
 MZ2629'OF COUNTY HIGHWAY 57.
 MZ2629
 MZ2629                          STATION RECOVERY (1995)
 MZ2629
 MZ2629'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2629'RECOVERED IN GOOD CONDITION.
 MZ2629
 MZ2629                          STATION RECOVERY (2003)
 MZ2629
 MZ2629'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2629'DITCH DUG AND MARK UPROOTED.  IT IS NOT DAMAGED AND COMPLETE ASSEMBLY
 MZ2629'LIES IN DITCH ABOUT 30 FEET SOUTH OF ORIGINAL PLACEMENT.  CAN BE USED
 MZ2629'AS A RESET.
 MZ2629
 MZ2629                          STATION RECOVERY (2004)
 MZ2629
 MZ2629'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2629'MARK RECOVERED IN POOR CONDITION.
 MZ2629
 MZ2629                          STATION RECOVERY (2005)
 MZ2629
 MZ2629'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2629'MARK REMOVED FROM DRAINAGE DITCH.  DISPOSITION UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2631 ***********************************************************************
 MZ2631  DESIGNATION -  BKB
 MZ2631  PID         -  MZ2631
 MZ2631  STATE/COUNTY-  NY/SARATOGA
 MZ2631  USGS QUAD   -  BURNT HILLS (1980)
 MZ2631
 MZ2631                         *CURRENT SURVEY CONTROL
 MZ2631  ___________________________________________________________________
 MZ2631* NAD 83(1996)-  42 56 34.55948(N)    073 54 00.98329(W)     ADJUSTED  
 MZ2631* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 MZ2631  ___________________________________________________________________
 MZ2631  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 MZ2631  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 MZ2631
 MZ2631  HORZ ORDER  -  SECOND
 MZ2631
 MZ2631.The horizontal coordinates were established by classical geodetic methods
 MZ2631.and adjusted by the National Geodetic Survey in January 1999..
 MZ2631
 MZ2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2631
 MZ2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2631
 MZ2631.The geoid height was determined by GEOID03.
 MZ2631
 MZ2631;                    North         East     Units Scale Factor Converg.
 MZ2631;SPC NY E     -   456,507.409   198,942.712   MT  0.99992946   +0 24 30.9
 MZ2631;SPC NY E     - 1,497,724.72    652,697.88   sFT  0.99992946   +0 24 30.9
 MZ2631;UTM  18      - 4,755,064.292   589,720.239   MT  0.99969903   +0 44 57.3
 MZ2631
 MZ2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2631!SPC NY E     -   0.99998216  x   0.99992946  =   0.99991162
 MZ2631!UTM  18      -   0.99998216  x   0.99969903  =   0.99968120
 MZ2631
 MZ2631:                Primary Azimuth Mark                     Grid Az
 MZ2631:SPC NY E     -  BKA 1                                    173 33 10.5
 MZ2631:UTM  18      -  BKA 1                                    173 12 44.1
 MZ2631
 MZ2631|---------------------------------------------------------------------|
 MZ2631| PID    Reference Object                     Distance      Geod. Az  |
 MZ2631|                                                           dddmmss.s |
 MZ2631| MZ2629 BKA 1                               487.888 METERS 1735741.4 |
 MZ2631| MZ2636 STEWART                             435.702 METERS 2524630.9 |
 MZ2631| MZ2634 BKB 1                               APPROX. 0.6 KM 3542849.0 |
 MZ2631|---------------------------------------------------------------------|
 MZ2631
 MZ2631                          SUPERSEDED SURVEY CONTROL
 MZ2631
 MZ2631  NAD 83(1996)-  42 56 34.56307(N)    073 54 00.98388(W) AD(       ) 2
 MZ2631  NAD 83(1992)-  42 56 34.56365(N)    073 54 00.98383(W) AD(       ) 2
 MZ2631  NAD 83(1986)-  42 56 34.56390(N)    073 54 00.98328(W) AD(       ) 2
 MZ2631  NAD 27      -  42 56 34.29171(N)    073 54 02.53831(W) AD(       ) 2
 MZ2631  NGVD 29 (07/19/86)  144.9    (m)          475.     (f) VERT ANG       
 MZ2631
 MZ2631.Superseded values are not recommended for survey control.
 MZ2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2631.See file dsdata.txt to determine how the superseded data were derived.
 MZ2631
 MZ2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8972055064(NAD 83)
 MZ2631_MARKER: DD = SURVEY DISK
 MZ2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2631_MARK LOGO: NY-091
 MZ2631_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2631+STABILITY: SURFACE MOTION
 MZ2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2631+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2631
 MZ2631  HISTORY     - Date     Condition        Report By
 MZ2631  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2631  HISTORY     - 19920101 SEE DESCRIPTION  USPSQD
 MZ2631  HISTORY     - 19960927 GOOD             USPSQD
 MZ2631  HISTORY     - 20020816 GOOD             USPSQD
 MZ2631  HISTORY     - 20030822 GOOD             USPSQD
 MZ2631  HISTORY     - 20040823 GOOD             USPSQD
 MZ2631  HISTORY     - 20050824 GOOD             USPSQD
 MZ2631
 MZ2631                          STATION DESCRIPTION
 MZ2631
 MZ2631'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2631'THE STATION IS LOCATED 2.0 MILES NORTH OF BURNT HILLS, 2.5
 MZ2631'MILES NORTHWEST OF BALLSTON LAKE, AND 3.5 MILES EAST OF
 MZ2631'CHARLTON IN THE TOWNSHIP OF BALLSTON.
 MZ2631'
 MZ2631'TO REACH THE STATION FROM THE POST OFFICE IN BURNT HILLS, GO
 MZ2631'NORTHEAST ON STATE HIGHWAY 50 (SARATOGA ROAD) FOR 0.15 MILE TO
 MZ2631'THE INTERSECTION OF COUNTY HIGHWAY 339 AND COUNTY HIGHWAY 58.  TURN
 MZ2631'LEFT ON COUNTY HIGHWAY 58 AND GO WEST FOR 0.30 MILE TO
 MZ2631'T-INTERSECTION OF COUNTY HIGHWAY 57 (GOODE STREET).  TURN
 MZ2631'RIGHT AND GO NORTH ON COUNTY HIGHWAY 57 FOR 2.35 MILES AND
 MZ2631'STATION ON LEFT.
 MZ2631'
 MZ2631'TO REACH AZIMUTH MARK, BKB-1 (SACGS), FROM THE STATION,
 MZ2631'CONTINUE NORTH OF COUNTY HIGHWAY 57 FOR 0.40 MILE TO MARK
 MZ2631'ON RIGHT.
 MZ2631'
 MZ2631'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2631'SURVEY STAMPED BKB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2631'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2631'GROUND.  IT IS LOCATED 17.9 FEET NORTHEAST OF A 36-INCH ELM
 MZ2631'TREE ON THE WEST SIDE OF COUNTY HIGHWAY 57, 34.6 FEET NORTH OF
 MZ2631'THE SOUTH RANGE LINE OF A HOUSE ON THE EAST SIDE OF COUNTY
 MZ2631'HIGHWAY 57, 23.1 FEET SOUTH OF THE NORTH RANGE LINE OF THE
 MZ2631'AFOREMENTIONED HOUSE, AND 18.3 FEET WEST OF THE CENTERLINE OF
 MZ2631'STATE HIGHWAY 57.  THE UNDERGROUND MARK IS SET IN THE TOP
 MZ2631'OF AN IRREGULAR MASS OF CONCRETE THAT IS 48 INCHES BELOW THE
 MZ2631'GROUND.
 MZ2631'
 MZ2631'AZIMUTH MARK, BKB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2631'COUNTY GEODETIC SURVEY STAMPED BKB-1.  IT IS SET IN THE TOP OF
 MZ2631'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 MZ2631'THE GROUND.  IT IS LOCATED 76.9 FEET SOUTHEAST OF THE CENTER
 MZ2631'OF THE WEST END OF A HEADWALL, 66.0 FEET SOUTHEAST OF A 10-INCH
 MZ2631'WILLOW TREE BOTH ON THE WEST SIDE OF COUNTY HIGHWAY 57, 91.0
 MZ2631'FEET SOUTH OF THE EAST END OF THE AFOREMENTIONED CULVERT, 17.4
 MZ2631'FEET WEST OF A POLE NYP, BOTH ON THE EAST SIDE OF COUNTY
 MZ2631'HIGHWAY 57 AND 17.8 FEET EAST OF THE CENTERLINE OF COUNTY
 MZ2631'HIGHWAY 57.
 MZ2631'
 MZ2631'HEIGHT OF LIGHT ABOVE STATION MARK 0.73 METER.
 MZ2631
 MZ2631                          STATION RECOVERY (1992)
 MZ2631
 MZ2631'RECOVERY NOTE BY US POWER SQUADRON 1992 (BMH)
 MZ2631'ROAD CONSTRUCTION AND 48 INCHES BELOW GROUND.  COULD NOT DIG TO FIND
 MZ2631'MARK.
 MZ2631
 MZ2631                          STATION RECOVERY (1996)
 MZ2631
 MZ2631'RECOVERY NOTE BY US POWER SQUADRON 1996
 MZ2631'RECOVERED IN GOOD CONDITION.
 MZ2631
 MZ2631                          STATION RECOVERY (2002)
 MZ2631
 MZ2631'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2631'TWO FEET THREE INCHES EAST OF WITNESS POST.
 MZ2631
 MZ2631                          STATION RECOVERY (2003)
 MZ2631
 MZ2631'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2631'RECOVERED IN GOOD CONDITION.
 MZ2631
 MZ2631                          STATION RECOVERY (2004)
 MZ2631
 MZ2631'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2631'RECOVERED IN GOOD CONDITION.
 MZ2631
 MZ2631                          STATION RECOVERY (2005)
 MZ2631
 MZ2631'RECOVERY NOTE BY US POWER SQUADRON 2005
 MZ2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2634 ***********************************************************************
 MZ2634  DESIGNATION -  BKB 1
 MZ2634  PID         -  MZ2634
 MZ2634  STATE/COUNTY-  NY/SARATOGA
 MZ2634  USGS QUAD   -  BURNT HILLS (1980)
 MZ2634
 MZ2634                         *CURRENT SURVEY CONTROL
 MZ2634  ___________________________________________________________________
 MZ2634* NAD 83(1996)-  42 56 55.32718(N)    073 54 03.71525(W)     ADJUSTED  
 MZ2634* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 MZ2634  ___________________________________________________________________
 MZ2634  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 MZ2634  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 MZ2634
 MZ2634  HORZ ORDER  -  SECOND
 MZ2634
 MZ2634.The horizontal coordinates were established by classical geodetic methods
 MZ2634.and adjusted by the National Geodetic Survey in January 1999..
 MZ2634
 MZ2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2634
 MZ2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2634
 MZ2634.The geoid height was determined by GEOID03.
 MZ2634
 MZ2634;                    North         East     Units Scale Factor Converg.
 MZ2634;SPC NY E     -   457,147.772   198,876.217   MT  0.99992938   +0 24 29.2
 MZ2634;SPC NY E     - 1,499,825.65    652,479.72   sFT  0.99992938   +0 24 29.2
 MZ2634;UTM  18      - 4,755,704.102   589,649.954   MT  0.99969887   +0 44 55.8
 MZ2634
 MZ2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2634!SPC NY E     -   0.99998431  x   0.99992938  =   0.99991369
 MZ2634!UTM  18      -   0.99998431  x   0.99969887  =   0.99968318
 MZ2634
 MZ2634:                Primary Azimuth Mark                     Grid Az
 MZ2634:SPC NY E     -  BKB                                      174 04 17.9
 MZ2634:UTM  18      -  BKB                                      173 43 51.3
 MZ2634
 MZ2634|---------------------------------------------------------------------|
 MZ2634| PID    Reference Object                     Distance      Geod. Az  |
 MZ2634|                                                           dddmmss.s |
 MZ2634| MZ2631 BKB                                 APPROX. 0.6 KM 1742847.1 |
 MZ2634| MZ2637 BKC                                 457.426 METERS 3173222.8 |
 MZ2634|---------------------------------------------------------------------|
 MZ2634
 MZ2634                          SUPERSEDED SURVEY CONTROL
 MZ2634
 MZ2634  NAD 83(1996)-  42 56 55.33077(N)    073 54 03.71582(W) AD(       ) 2
 MZ2634  NAD 83(1992)-  42 56 55.33135(N)    073 54 03.71578(W) AD(       ) 2
 MZ2634  NAD 83(1986)-  42 56 55.33158(N)    073 54 03.71523(W) AD(       ) 2
 MZ2634  NAD 27      -  42 56 55.05955(N)    073 54 05.27013(W) AD(       ) 2
 MZ2634  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 MZ2634
 MZ2634.Superseded values are not recommended for survey control.
 MZ2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2634.See file dsdata.txt to determine how the superseded data were derived.
 MZ2634
 MZ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8965055704(NAD 83)
 MZ2634_MARKER: DD = SURVEY DISK
 MZ2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2634+STABILITY: SURFACE MOTION
 MZ2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2634+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 MZ2634
 MZ2634  HISTORY     - Date     Condition        Report By
 MZ2634  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2634  HISTORY     - 20030611 GOOD             USPSQD
 MZ2634  HISTORY     - 20040611 GOOD             USPSQD
 MZ2634  HISTORY     - 20050611 GOOD             USPSQD
 MZ2634
 MZ2634                          STATION DESCRIPTION
 MZ2634
 MZ2634'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 MZ2634'STATION BKB SACGS IS LOCATED 2.0 MILES NORTH OF BURNT HILLS, 2.5
 MZ2634'MILES NORTHWEST OF BALLSTON LAKE, AND 3.5 MILES EAST OF
 MZ2634'CHARLTON IN THE TOWNSHIP OF BALLSTON.
 MZ2634'
 MZ2634'TO REACH STATION BKB SACGS FROM THE POST OFFICE IN BURNT HILLS, GO
 MZ2634'NORTHEAST ON STATE HIGHWAY 50 (SARATOGA ROAD) FOR 0.15 MILE TO
 MZ2634'THE INTERSECTION OF COUNTY HIGHWAY 339 AND COUNTY HIGHWAY 58.  TURN
 MZ2634'LEFT ON COUNTY HIGHWAY 58 AND GO WEST FOR 0.30 MILE TO
 MZ2634'T-INTERSECTION OF COUNTY HIGHWAY 57 (GOODE STREET).  TURN
 MZ2634'RIGHT AND GO NORTH ON COUNTY HIGHWAY 57 FOR 2.35 MILES AND
 MZ2634'STATION ON LEFT.
 MZ2634'
 MZ2634'TO REACH AZIMUTH MARK, BKB-1 (SACGS), FROM THE STATION,
 MZ2634'CONTINUE NORTH OF COUNTY HIGHWAY 57 FOR 0.40 MILE TO MARK
 MZ2634'ON RIGHT.
 MZ2634'
 MZ2634'AZIMUTH MARK, BKB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2634'COUNTY GEODETIC SURVEY STAMPED BKB-1.  IT IS SET IN THE TOP OF
 MZ2634'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 MZ2634'THE GROUND.  IT IS LOCATED 76.9 FEET SOUTHEAST OF THE CENTER
 MZ2634'OF THE WEST END OF A HEADWALL, 66.0 FEET SOUTHEAST OF A 10-INCH
 MZ2634'WILLOW TREE BOTH ON THE WEST SIDE OF COUNTY HIGHWAY 57, 91.0
 MZ2634'FEET SOUTH OF THE EAST END OF THE AFOREMENTIONED CULVERT, 17.4
 MZ2634'FEET WEST OF A POLE NYP, BOTH ON THE EAST SIDE OF COUNTY
 MZ2634'HIGHWAY 57 AND 17.8 FEET EAST OF THE CENTERLINE OF COUNTY
 MZ2634'HIGHWAY 57.
 MZ2634
 MZ2634                          STATION RECOVERY (2003)
 MZ2634
 MZ2634'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2634'RECOVERED IN GOOD CONDITION.
 MZ2634
 MZ2634                          STATION RECOVERY (2004)
 MZ2634
 MZ2634'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2634'RECOVERED IN GOOD CONDITION.
 MZ2634
 MZ2634                          STATION RECOVERY (2005)
 MZ2634
 MZ2634'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2637 ***********************************************************************
 MZ2637  DESIGNATION -  BKC
 MZ2637  PID         -  MZ2637
 MZ2637  STATE/COUNTY-  NY/SARATOGA
 MZ2637  USGS QUAD   -  BURNT HILLS (1980)
 MZ2637
 MZ2637                         *CURRENT SURVEY CONTROL
 MZ2637  ___________________________________________________________________
 MZ2637* NAD 83(1996)-  42 57 06.26268(N)    073 54 17.33794(W)     ADJUSTED  
 MZ2637* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 MZ2637  ___________________________________________________________________
 MZ2637  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MZ2637  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 MZ2637
 MZ2637  HORZ ORDER  -  SECOND
 MZ2637
 MZ2637.The horizontal coordinates were established by classical geodetic methods
 MZ2637.and adjusted by the National Geodetic Survey in January 1999..
 MZ2637
 MZ2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2637
 MZ2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2637
 MZ2637.The geoid height was determined by GEOID03.
 MZ2637
 MZ2637;                    North         East     Units Scale Factor Converg.
 MZ2637;SPC NY E     -   457,483.004   198,565.044   MT  0.99992901   +0 24 20.0
 MZ2637;SPC NY E     - 1,500,925.49    651,458.82   sFT  0.99992901   +0 24 20.0
 MZ2637;UTM  18      - 4,756,037.400   589,336.865   MT  0.99969818   +0 44 46.6
 MZ2637
 MZ2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2637!SPC NY E     -   0.99998474  x   0.99992901  =   0.99991375
 MZ2637!UTM  18      -   0.99998474  x   0.99969818  =   0.99968293
 MZ2637
 MZ2637:                Primary Azimuth Mark                     Grid Az
 MZ2637:SPC NY E     -  BKB 1                                    137 07 53.5
 MZ2637:UTM  18      -  BKB 1                                    136 47 26.9
 MZ2637
 MZ2637|---------------------------------------------------------------------|
 MZ2637| PID    Reference Object                     Distance      Geod. Az  |
 MZ2637|                                                           dddmmss.s |
 MZ2637| MZ2634 BKB 1                               457.426 METERS 1373213.5 |
 MZ2637| DA3036 BKC 1                                              2275327.0 |
 MZ2637|---------------------------------------------------------------------|
 MZ2637
 MZ2637                          SUPERSEDED SURVEY CONTROL
 MZ2637
 MZ2637  NAD 83(1996)-  42 57 06.26629(N)    073 54 17.33849(W) AD(       ) 2
 MZ2637  NAD 83(1992)-  42 57 06.26686(N)    073 54 17.33846(W) AD(       ) 2
 MZ2637  NAD 83(1986)-  42 57 06.26709(N)    073 54 17.33791(W) AD(       ) 2
 MZ2637  NAD 27      -  42 57 05.99516(N)    073 54 18.89233(W) AD(       ) 2
 MZ2637  NGVD 29 (07/19/86)  128.4    (m)          421.     (f) VERT ANG       
 MZ2637
 MZ2637.Superseded values are not recommended for survey control.
 MZ2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2637.See file dsdata.txt to determine how the superseded data were derived.
 MZ2637
 MZ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8933756037(NAD 83)
 MZ2637_MARKER: DD = SURVEY DISK
 MZ2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2637+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2637
 MZ2637  HISTORY     - Date     Condition        Report By
 MZ2637  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2637  HISTORY     - 19950422 GOOD             USPSQD
 MZ2637  HISTORY     - 20020816 GOOD             USPSQD
 MZ2637  HISTORY     - 20030822 GOOD             USPSQD
 MZ2637  HISTORY     - 20040823 GOOD             USPSQD
 MZ2637  HISTORY     - 20050824 GOOD             USPSQD
 MZ2637
 MZ2637                          STATION DESCRIPTION
 MZ2637
 MZ2637'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2637'THE STATION IS LOCATED 3.0 MILES NORTH OF BURNT HILLS, 3.5
 MZ2637'MILES NORTHWEST OF BALLSTON LAKE, AND 3.5 MILES NORTHEAST OF
 MZ2637'CHARLTON, IN THE TOWNSHIP OF BALLSTON.
 MZ2637'
 MZ2637'TO REACH THE STATION FROM THE POST OFFICE IN BURNT HILLS, GO
 MZ2637'NORTHEAST ON STATE HIGHWAY 50 (SARATOGA ROAD) FOR 0.15 MILE TO THE
 MZ2637'INTERSECTION OF COUNTY HIGHWAY 339 AND COUNTY HIGHWAY 58.  TURN
 MZ2637'LEFT ON COUNTY HIGHWAY 58 AND GO WEST FOR 0.30 MILE TO
 MZ2637'T-INTERSECTION OF COUNTY HIGHWAY 57 (GOODE STREET).  TURN RIGHT
 MZ2637'AND GO NORTH ON COUNTY HIGHWAY 57 FOR 3.1 MILES TO THE
 MZ2637'INTERSECTION OF COUNTY HIGHWAY 51 (CHARLTON ROAD).  TURN LEFT
 MZ2637'AND GO WEST ON COUNTY HIGHWAY 51 FOR 0.20 MILE TO STATION ON
 MZ2637'RIGHT.
 MZ2637'
 MZ2637'TO REACH AZIMUTH MARK, BKC-1 (SACGS), FROM THE STATION
 MZ2637'CONTINUE WEST ON COUNTY HIGHWAY 51 FOR 0.30 MILE TO MARK ON RIGHT.
 MZ2637'
 MZ2637'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2637'SURVEY STAMPED BKC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2637'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2637'GROUND.  IT IS LOCATED 23.8 FEET EAST OF THE WEST RANGE LINE OF
 MZ2637'A RED WOOD FRAME HOUSE, 3.2 FEET WEST OF THE EAST RANGE LINE OF
 MZ2637'THE AFOREMENTIONED HOUSE, 38.6 FEET WEST OF CENTER OF THE
 MZ2637'NORTH END OF A HEADWALL ALL LOCATED ON THE NORTH SIDE OF
 MZ2637'COUNTY ROAD 51, 42.9 FEET NORTHWEST OF THE CENTER OF THE SOUTH
 MZ2637'END OF THE HEADWALL ON THE SOUTH SIDE OF COUNTY HIGHWAY 51,
 MZ2637'AND 17.3 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 51.
 MZ2637'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 MZ2637'OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2637'
 MZ2637'AZIMUTH MARK, BKC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2637'COUNTY GEODETIC SURVEY STAMPED BKC-1.  IT IS SET IN THE TOP OF
 MZ2637'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 MZ2637'THE GROUND.  IT IS LOCATED 10.2 FEET SOUTHEAST OF POLE NM 37,
 MZ2637'45.2 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 40.8 FEET
 MZ2637'SOUTHWEST OF THE SOUTHWEST RANGE LINE OF A HOUSE ALL LOCATED
 MZ2637'ON THE NORTH SIDE OF COUNTY HIGHWAY 51, AND 15.2 FEET NORTH
 MZ2637'OF THE CENTERLINE OF COUNTY HIGHWAY 51.
 MZ2637'
 MZ2637'HEIGHT OF LIGHT ABOVE STATION MARK 0.72 METER.
 MZ2637
 MZ2637                          STATION RECOVERY (1995)
 MZ2637
 MZ2637'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2637'RECOVERED IN GOOD CONDITION.
 MZ2637
 MZ2637                          STATION RECOVERY (2002)
 MZ2637
 MZ2637'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2637'TWO FEET TEN INCHES EAST OF WITNESS POST AND ONE FOOT THREE INCHES
 MZ2637'WEST OF MACADAM.  ELEVEN INCHES SE OF MAILBOX POST NUMBER 316 AND 9
 MZ2637'INCHES BELOW GRADE.  REFILLED HOLE FOR MAIL DELIVERY VEHICLE.
 MZ2637
 MZ2637                          STATION RECOVERY (2003)
 MZ2637
 MZ2637'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2637'RECOVERED IN GOOD CONDITION.
 MZ2637
 MZ2637                          STATION RECOVERY (2004)
 MZ2637
 MZ2637'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2637'RECOVERED IN GOOD CONDITION.
 MZ2637
 MZ2637                          STATION RECOVERY (2005)
 MZ2637
 MZ2637'RECOVERY NOTE BY US POWER SQUADRON 2005
 MZ2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2627 ***********************************************************************
 MZ2627  DESIGNATION -  BKD
 MZ2627  PID         -  MZ2627
 MZ2627  STATE/COUNTY-  NY/SARATOGA
 MZ2627  USGS QUAD   -  BURNT HILLS (1980)
 MZ2627
 MZ2627                         *CURRENT SURVEY CONTROL
 MZ2627  ___________________________________________________________________
 MZ2627* NAD 83(1996)-  42 56 32.95925(N)    073 55 52.07049(W)     ADJUSTED  
 MZ2627* NAVD 88     -       140.2    (meters)     460.     (feet)  VERTCON   
 MZ2627  ___________________________________________________________________
 MZ2627  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MZ2627  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 MZ2627
 MZ2627  HORZ ORDER  -  SECOND
 MZ2627
 MZ2627.The horizontal coordinates were established by classical geodetic methods
 MZ2627.and adjusted by the National Geodetic Survey in January 1999..
 MZ2627
 MZ2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2627
 MZ2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2627
 MZ2627.The geoid height was determined by GEOID03.
 MZ2627
 MZ2627;                    North         East     Units Scale Factor Converg.
 MZ2627;SPC NY E     -   456,440.536   196,424.806   MT  0.99992651   +0 23 15.2
 MZ2627;SPC NY E     - 1,497,505.33    644,437.05   sFT  0.99992651   +0 23 15.2
 MZ2627;UTM  18      - 4,754,982.469   587,203.359   MT  0.99969355   +0 43 41.6
 MZ2627
 MZ2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2627!SPC NY E     -   0.99998286  x   0.99992651  =   0.99990937
 MZ2627!UTM  18      -   0.99998286  x   0.99969355  =   0.99967642
 MZ2627
 MZ2627:                Primary Azimuth Mark                     Grid Az
 MZ2627:SPC NY E     -  BKD 2                                    046 22 10.3
 MZ2627:UTM  18      -  BKD 2                                    046 01 43.9
 MZ2627
 MZ2627|---------------------------------------------------------------------|
 MZ2627| PID    Reference Object                     Distance      Geod. Az  |
 MZ2627|                                                           dddmmss.s |
 MZ2627| AI8625 BKD 2                                              0464525.5 |
 MZ2627| MZ2633 BKD A                                12.008 METERS 13947     |
 MZ2627| AI8624 BKD 1                                              2144335.6 |
 MZ2627|---------------------------------------------------------------------|
 MZ2627
 MZ2627                          SUPERSEDED SURVEY CONTROL
 MZ2627
 MZ2627  NAD 83(1996)-  42 56 32.96296(N)    073 55 52.07108(W) AD(       ) 2
 MZ2627  NAD 83(1992)-  42 56 32.96348(N)    073 55 52.07104(W) AD(       ) 2
 MZ2627  NAD 83(1986)-  42 56 32.96368(N)    073 55 52.07047(W) AD(       ) 2
 MZ2627  NAD 27      -  42 56 32.69155(N)    073 55 53.62177(W) AD(       ) 2
 MZ2627  NGVD 29 (07/19/86)  140.4    (m)          461.     (f) VERT ANG       
 MZ2627
 MZ2627.Superseded values are not recommended for survey control.
 MZ2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2627.See file dsdata.txt to determine how the superseded data were derived.
 MZ2627
 MZ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8720354982(NAD 83)
 MZ2627_MARKER: DD = SURVEY DISK
 MZ2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2627_STAMPING: BKD
 MZ2627_MARK LOGO: NY-091
 MZ2627_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2627+STABILITY: SURFACE MOTION
 MZ2627
 MZ2627  HISTORY     - Date     Condition        Report By
 MZ2627  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2627  HISTORY     - 19840726 GOOD             NGS
 MZ2627  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 MZ2627  HISTORY     - 20040716 MARK NOT FOUND   USPSQD
 MZ2627  HISTORY     - 20050718 MARK NOT FOUND   USPSQD
 MZ2627
 MZ2627                          STATION DESCRIPTION
 MZ2627
 MZ2627'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2627'THE STATION IS LOCATED 3.0 MILES NORTHWEST OF BURNT HILLS, 3.5
 MZ2627'MILES NORTHWEST OF BALLSTON LAKE AND 2.0 MILES EAST OF
 MZ2627'CHARLTON IN THE TOWNSHIP OF CHARLTON.
 MZ2627'
 MZ2627'TO REACH THE STATION FROM THE TOWN HALL IN CHARLTON GO SOUTH
 MZ2627'ON COUNTY HIGHWAY 52 (JOCKEY STREET) FOR 0.05 MILE TO THE
 MZ2627'T-INTERSECTION OF COUNTY HIGHWAY 51 (CHARLTON ROAD).  TURN
 MZ2627'LEFT AND GO EAST ON COUNTY HIGHWAY 51 FOR 1.75 MILES TO THE
 MZ2627'INTERSECTION OF COUNTY HIGHWAY 55 (SWEETMAN ROAD) AND AZIMUTH
 MZ2627'MARK BKD-1 (SACGS) ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY
 MZ2627'HIGHWAY 51 FOR 0.40 MILE TO Y-INTERSECTION OF SHADICK ROAD AND
 MZ2627'STATION ON LEFT.
 MZ2627'
 MZ2627'TO REACH AZIMUTH MARK, BKD-2 (SACGS), FROM THE STATION, GO
 MZ2627'NORTHEAST ON COUNTY HIGHWAY 51 FOR 0.35 MILE TO MARK ON LEFT.
 MZ2627'
 MZ2627'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2627'SURVEY STAMPED BKD.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2627'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2627'THE GROUND.  IT IS LOCATED 47.6 FEET NORTHEAST OF THE CENTER
 MZ2627'OF THE NORTHWEST END OF A HEADWALL ON THE NORTHWEST SIDE OF
 MZ2627'COUNTY HIGHWAY 51, 57.0 FEET NORTH WEST OF THE NORTHEAST GATE
 MZ2627'POST ON THE SOUTHEAST SIDE OF COUNTY HIGHWAY 51, 26.0 FEET
 MZ2627'SOUTH OF THE CENTERLINE OF SHADICK ROAD, AND 23.8 FEET
 MZ2627'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY 51.  THE
 MZ2627'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2627'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2627'
 MZ2627'AZIMUTH MARK, BKD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2627'COUNTY GEODETIC SURVEY STAMPED BKD-1.  IT IS SET IN THE TOP OF
 MZ2627'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT
 MZ2627'BELOW THE GROUND.  IT IS LOCATED 34.2 FEET NORTH OF THE CENTER
 MZ2627'OF THE SOUTHWEST END OF A HEADWALL OF THE WEST SIDE OF
 MZ2627'COUNTY HIGHWAY 55, 40.1 FEET NORTHWEST OF THE NORTHEAST END
 MZ2627'OF THE AFOREMENTIONED CULVERT ON THE EAST SIDE OF COUNTY
 MZ2627'HIGHWAY 55, 20.8 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 MZ2627'55 AND 40.2 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY
 MZ2627'HIGHWAY 51.
 MZ2627'
 MZ2627'AZIMUTH MARK, BKD-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2627'COUNTY GEODETIC SURVEY STAMPED BKD-2.  IT IS SET IN THE TOP OF
 MZ2627'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT
 MZ2627'BELOW THE GROUND.  IT IS LOCATED 78.4 FEET NORTH OF THE NORTH
 MZ2627'RANGE LINE OF A WHITE WOOD HOUSE ON THE SOUTH SIDE OF COUNTY
 MZ2627'HIGHWAY 51, 35.7 FEET EAST OF POLE NY 37, 94.8 FEET WEST OF
 MZ2627'A 24-INCH MAPLE TREE, BOTH ON THE NORTH SIDE OF COUNTY
 MZ2627'HIGHWAY 51, AND 40.8 FEET NORTH OF THE CENTERLINE OF COUNTY
 MZ2627'HIGHWAY 51.
 MZ2627'
 MZ2627'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
 MZ2627
 MZ2627                          STATION RECOVERY (1984)
 MZ2627
 MZ2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MZ2627'THE STATION MARK AND AZIMUTH MARK 2 WERE RECOVERED IN GOOD CONDITION.
 MZ2627'AZIMUTH MARK 1 WAS FOUND ALMOST COMPLETELY OUT OF THE GROUND AND LOOSE
 MZ2627'AS ROAD CONSTRUCTION WAS DONE IN THE AREA OF THE MARK.  THE MARK WAS
 MZ2627'LOWERED AND USED AS AZIMUTH MARK 3.  A NEW DESCRIPTION FOLLOWS.
 MZ2627'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHWEST OF BALLSTON
 MZ2627'LAKE, 4.8 KM (3.00 MI) NORTHWEST OF BURNT HILLS AND 3.2 KM (2.00 MI)
 MZ2627'EAST OF CHARLTON.  IT IS AT THE INTERSECTION OF COUNTY HIGHWAY 51 AND
 MZ2627'SHADICK ROAD.  TO REACH THE STATION FROM THE TOWN HALL IN CHARLTON, GO
 MZ2627'EAST ON COUNTY HIGHWAY 51 FOR 2.7 KM (1.65 MI) TO SWEETMAN ROAD AND
 MZ2627'AZIMUTH MARK 3 ON THE RIGHT.  GO NORTHEAST ON HIGHWAY 51 FOR 0.7 KM
 MZ2627'(0.45 MI) TO SHADICK ROAD AND THE STATION MARK ON THE LEFT.  TO REACH
 MZ2627'AZIMUTH MARK 2 FROM THE STATION, GO NORTHEAST ON HIGHWAY 51 FOR 0.6 KM
 MZ2627'(0.35 MI) TO THE MARK ON THE LEFT, AT THE EAST END OF A BOARD FENCE.
 MZ2627'THE STATION IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BKD--,
 MZ2627'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 MZ2627'DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  LOCATED 142.0 FT
 MZ2627'(43.3 M) WSW FROM A TELEPHONE POLE NUMBERED 58 1/2, 115.0 FT (35.1 M)
 MZ2627'SE FROM A POWERLINE POLE WITH A TRANSFORMER, 24.0 FT (7.3 M) NW FROM
 MZ2627'THE CENTER OF THE HIGHWAY, AND 21.5 FT (6.6 M) S FROM THE CENTER OF
 MZ2627'SHADICK ROAD.
 MZ2627'AZIMUTH MARK NO 2 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 MZ2627'STAMPED--BKD 2--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 MZ2627'INCHES (30 CM) IN DIAMETER RECESSED 6 INCHES (15 CM) BELOW THE GROUND.
 MZ2627'LOCATED 106.0 FT (32.3 M) E FROM THE CENTER OF A DRIVEWAY, 95.5 FT
 MZ2627'(29.1 M) W FROM A 24-INCH MAPLE TREE, 25.5 FT (7.8 M) WSW FROM
 MZ2627'POWERLINE POLE NUMBER 140 87, 40.5 FT (12.3 M) N FROM THE CENTER OF
 MZ2627'THE ROAD, AND 2.5 FT (0.8 M) NW FROM A METAL WITNESS POST.
 MZ2627'AZIMUTH MARK NO 3 IS A SARATOGA COUNTY GEODETIC SURVEY DISK
 MZ2627'STAMPED--BKD 3 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 MZ2627'12 INCHES (30 CM) IN DIAMETER, RECESSED 6 INCHES (15 CM) BELOW THE
 MZ2627'GROUND.  LOCATED 39.5 FT (12.0 M) S FROM THE CENTER OF THE HIGHWAY,
 MZ2627'21.5 FT (6.6 M) W FROM THE CENTER OF SWEETMAN ROAD, 16.0 FT (4.9 M) S
 MZ2627'FROM THE SOUTH END OF A PIPE CULVERT UNDER THE HIGHWAY, 4.8 FT (1.5 M)
 MZ2627'NE FROM THE WEST END OF A PIPE CULVERT UNDER SWEETMAN ROAD, AND 2.0 FT
 MZ2627'(0.6 M) S FROM A STREET SIGN.
 MZ2627
 MZ2627                          STATION RECOVERY (2003)
 MZ2627
 MZ2627'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2627'MARK NOT FOUND.
 MZ2627
 MZ2627                          STATION RECOVERY (2004)
 MZ2627
 MZ2627'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2627'MARK NOT FOUND.
 MZ2627
 MZ2627                          STATION RECOVERY (2005)
 MZ2627
 MZ2627'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4073 ***********************************************************************
 LX4073  DESIGNATION -  BLACK
 LX4073  PID         -  LX4073
 LX4073  STATE/COUNTY-  NY/WESTCHESTER
 LX4073  USGS QUAD   -  WHITE PLAINS (1967)
 LX4073
 LX4073                         *CURRENT SURVEY CONTROL
 LX4073  ___________________________________________________________________
 LX4073* NAD 83(1996)-  41 00 02.51001(N)    073 52 16.64105(W)     ADJUSTED  
 LX4073* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 LX4073  ___________________________________________________________________
 LX4073  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 LX4073  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LX4073
 LX4073  HORZ ORDER  -  SECOND
 LX4073
 LX4073.The horizontal coordinates were established by classical geodetic methods
 LX4073.and adjusted by the National Geodetic Survey in January 1999..
 LX4073
 LX4073.The orthometric height was scaled from a topographic map.
 LX4073
 LX4073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4073
 LX4073.The geoid height was determined by GEOID03.
 LX4073
 LX4073;                    North         East     Units Scale Factor Converg.
 LX4073;SPC NY E     -   240,815.374   202,891.004   MT  0.99993442   +0 24 45.0
 LX4073;SPC NY E     -   790,075.11    665,651.57   sFT  0.99993442   +0 24 45.0
 LX4073;SPC NJ       -   240,815.374   202,891.004   MT  0.99993442   +0 24 45.0
 LX4073;SPC NJ       -   790,075.11    665,651.57   sFT  0.99993442   +0 24 45.0
 LX4073;UTM  18      - 4,539,447.933   594,926.175   MT  0.99971090   +0 44 26.0
 LX4073
 LX4073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4073!SPC NY E     -   0.99998266  x   0.99993442  =   0.99991708
 LX4073!SPC NJ       -   0.99998266  x   0.99993442  =   0.99991708
 LX4073!UTM  18      -   0.99998266  x   0.99971090  =   0.99969357
 LX4073
 LX4073                          SUPERSEDED SURVEY CONTROL
 LX4073
 LX4073  NAD 83(1996)-  41 00 02.51038(N)    073 52 16.64200(W) AD(       ) 2
 LX4073  NAD 83(1992)-  41 00 02.50848(N)    073 52 16.64303(W) AD(       ) 2
 LX4073  NAD 83(1986)-  41 00 02.51137(N)    073 52 16.64053(W) AD(       ) 2
 LX4073  NAD 27      -  41 00 02.16000(N)    073 52 18.15500(W) AD(       ) 2
 LX4073
 LX4073.Superseded values are not recommended for survey control.
 LX4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4073.See file dsdata.txt to determine how the superseded data were derived.
 LX4073
 LX4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9492639448(NAD 83)
 LX4073
 LX4073  HISTORY     - Date     Condition        Report By
 LX4073  HISTORY     - 1930     MONUMENTED       CGS
 LX4073  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX4073
 LX4073                          STATION DESCRIPTION
 LX4073
 LX4073'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 LX4073'THIS STATION IS ABOUT 60 METERS SW OF FOREST AVENUE, IN RIVERVIEW
 LX4073'MANOR, DOBBS FERRY.  THE STATION WAS MARKED BY AN ARROW CHISELED
 LX4073'AT THE BASE OF THE BLACK STEEL STANDPIPE.  THE ARROW IS POINTING
 LX4073'DOWNWARD AND IS ABOUT 2 INCHES FROM THE FACE OF THE STANDPIPE.
 LX4073'ONE REFERENCE MARK WAS SET IN LEDGE ROCK, DISTANCE 5.87 METERS,
 LX4073'AZIMUTH 140 DEG MAGNETIC.
 LX4073'
 LX4073'STATION WAS AN UNOCCUPIED MAIN SCHEME STATION CONSISTING OF
 LX4073'A 2 X 2 POLE LASHED TO THE STEEL LADDER AT THE TOP OF THE
 LX4073'TANK.  TANK LEANS SLIGHTLY SO THAT THE MARK ON THE GROUND BELOW
 LX4073'COMES EXACTLY AT THE JUNCTION OF THE TANK WITH THE CONCRETE BASE
 LX4073'AND THEREFORE COULD NOT BE MARKED WITH A STANDARD PLATE.  THE
 LX4073'POINT OF THE ARROW IS THE SURFACE MARK OF THE STATION.
 LX4073
 LX4073                          STATION RECOVERY (1965)
 LX4073
 LX4073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 LX4073'(PREVIOUS DESCRIPTION IN BOOK 317, PAGE 1.)
 LX4073'
 LX4073'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED WITH
 LX4073'THE FOLLOWING EXCEPTIONS--
 LX4073'
 LX4073'1.  THE STANDPIPE HAS BEEN PAINTED GREY.
 LX4073'
 LX4073'2.  THE STATION IS IN HASTINGS, JUST SOUTH OF THE DOBBS
 LX4073'FERRY-HASTINGS TOWN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2032 ***********************************************************************
 PH2032  DESIGNATION -  BLACK
 PH2032  PID         -  PH2032
 PH2032  STATE/COUNTY-  NY/JEFFERSON
 PH2032  USGS QUAD   -  NORTH WILNA (1982)
 PH2032
 PH2032                         *CURRENT SURVEY CONTROL
 PH2032  ___________________________________________________________________
 PH2032* NAD 83(1996)-  44 03 34.65919(N)    075 33 05.37130(W)     ADJUSTED  
 PH2032* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 PH2032  ___________________________________________________________________
 PH2032  LAPLACE CORR-           8.33  (seconds)                    DEFLEC99
 PH2032  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 PH2032
 PH2032  HORZ ORDER  -  FIRST
 PH2032
 PH2032.The horizontal coordinates were established by classical geodetic methods
 PH2032.and adjusted by the National Geodetic Survey in January 1999..
 PH2032
 PH2032.The orthometric height was scaled from a topographic map.
 PH2032
 PH2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2032
 PH2032.The geoid height was determined by GEOID03.
 PH2032
 PH2032;                    North         East     Units Scale Factor Converg.
 PH2032;SPC NY C     -   451,408.248   332,672.121   MT  1.00002153   +0 43 03.3
 PH2032;SPC NY C     - 1,480,995.23  1,091,441.78   sFT  1.00002153   +0 43 03.3
 PH2032;UTM  18      - 4,878,643.409   455,828.899   MT  0.99962400   -0 23 00.7
 PH2032
 PH2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2032!SPC NY C     -   0.99996666  x   1.00002153  =   0.99998819
 PH2032!UTM  18      -   0.99996666  x   0.99962400  =   0.99959067
 PH2032
 PH2032:                Primary Azimuth Mark                     Grid Az
 PH2032:SPC NY C     -  BLACK AZ MK                              131 22 16.4
 PH2032:UTM  18      -  BLACK AZ MK                              132 28 20.4
 PH2032
 PH2032|---------------------------------------------------------------------|
 PH2032| PID    Reference Object                     Distance      Geod. Az  |
 PH2032|                                                           dddmmss.s |
 PH2032| CZ7494 BLACK AZ MK                                        1320519.7 |
 PH2032| CZ7495 BLACK RM 1                           15.048 METERS 14323     |
 PH2032| CZ7496 BLACK RM 2                           31.161 METERS 35524     |
 PH2032|---------------------------------------------------------------------|
 PH2032
 PH2032                          SUPERSEDED SURVEY CONTROL
 PH2032
 PH2032  NAD 83(1986)-  44 03 34.66562(N)    075 33 05.36995(W) AD(       ) 1
 PH2032  NAD 27      -  44 03 34.41800(N)    075 33 06.65000(W) AD(       ) 1
 PH2032
 PH2032.Superseded values are not recommended for survey control.
 PH2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2032.See file dsdata.txt to determine how the superseded data were derived.
 PH2032
 PH2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP5582978643(NAD 83)
 PH2032
 PH2032  HISTORY     - Date     Condition        Report By
 PH2032  HISTORY     - 1942     MONUMENTED       CGS
 PH2032  HISTORY     - 1947     SEE DESCRIPTION  AMS
 PH2032  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PH2032
 PH2032                          STATION DESCRIPTION
 PH2032
 PH2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH2032'STATION IS ON THE PINE CAMP MILITARY RESERVATION, ABOUT 3 MILES
 PH2032'W OF NATURAL BRIDGE.  IT IS 30 FEET N OF THE CENTER LINE OF A
 PH2032'GRAVEL ROAD AND 5 FEET S OF A WHITE REFERENCE POST.  IT IS A
 PH2032'BRONZE DISK SET IN A DRILL HOLE IN A LARGE BOULDER AND IS
 PH2032'STAMPED BLACK 1942.  STATION IS ON FLAT PASTURE LAND, ALL
 PH2032'FENCES AND BUILDINGS HAVE BEEN REMOVED.
 PH2032'
 PH2032'REFERENCE MARK NO.1 IS SE OF THE STATION, 57 FEET N OF THE
 PH2032'CENTER LINE OF A GRAVEL ROAD.  IT IS A BRONZE DISK SET IN A
 PH2032'DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED BLACK NO.1 1942.
 PH2032'
 PH2032'REFERENCE MARK NO.2 IS N OF THE STATION, 36 FEET N OF THE
 PH2032'CENTER LINE OF THE GRAVEL ROAD AND 6 FEET E OF A FENCE.  IT IS
 PH2032'A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 PH2032'STAMPED BLACK NO.2 1942.
 PH2032'
 PH2032'THE AZIMUTH MARK IS SE OF THE STATION, 35 FEET W OF THE CENTER
 PH2032'LINE OF STATE HIGHWAY 3, 15 FEET W OF A WHITE REFERENCE POST
 PH2032'AND 13 FEET W OF A GATEPOST.  IT IS A BRONZE DISK SET IN A
 PH2032'DRILL HOLE IN A LARGE BOULDER AND IS STAMPED BLACK 1942.
 PH2032'
 PH2032'TO REACH THE STATION FROM NATURAL BRIDGE, GO SW ON STATE
 PH2032'HIGHWAY 3 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PH2032'STRAIGHT AHEAD FOR 0.2 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND
 PH2032'GO N 0.35 MILE TO THE STATION ON THE RIGHT.
 PH2032'
 PH2032'A 77-FOOT SIGNAL AT MT. MC QUILLEN (U.S.E.) IS VISIBLE AT 100 FEET.
 PH2032'
 PH2032'A 77-FOOT SIGNAL AT PINE CAMP IS VISIBLE AT 100 FEET.
 PH2032'
 PH2032'A 90-FOOT SIGNAL AT CATTAIL IS VISIBLE AT 100 FEET.
 PH2032'
 PH2032'A 64-FOOT SIGNAL AT MOUND IS VISIBLE AT 100 FEET.
 PH2032'
 PH2032'A 90-FOOT SIGNAL AT JEFFLEW IS VISIBLE AT 90 FEET.
 PH2032'
 PH2032'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 PH2032
 PH2032                          STATION RECOVERY (1947)
 PH2032
 PH2032'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH2032'PRESENT DESCRIPTION ADEQUATE AND COMPLETE EXCEPT THAT STATION IS
 PH2032'30 FEET EAST INSTEAD OF NORTH OF GRAVEL ROAD.
 PH2032
 PH2032                          STATION RECOVERY (1975)
 PH2032
 PH2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 PH2032'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PH2032'CONDITION.  AZIMUTH MARK WAS NOT FOUND.  THE ROAD SHOULDER AT THIS
 PH2032'POINT APPEARS TO HAVE BEEN WIDENED, AND THERE ARE NO
 PH2032'BOULDERS OR A GATE, AS DESCRIBED IN 1942.  DISTANCE AND ANGLES
 PH2032'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 PH2032'COMPLETELY BLOCKED BY TREES 30 FEET TALL.  A USC AND GS-TYPE
 PH2032'3-LEGGED STEEL OBSERVATION TOWER WAS AT ONE TIME ERECTED
 PH2032'PERMANENTLY OVER THE STATION.  IT HAS BEEN REMOVED, BUT THE 3
 PH2032'SETS OF DOUBLE ANCHORS FOR THE LEGS REMAIN, IN A TRIANGLE
 PH2032'20 FEET ON EACH SIDE, ABOUT THE STATION, AND PROJECTING
 PH2032'ABOUT 16 INCHES.
 PH2032'
 PH2032'STATION IS LOCATED ON A RISE, ALONG EAST SIDE OF A GRAVEL
 PH2032'ROAD.  THE STATION MARK IS A STANDARD DISK STAMPED BLACK 1942,
 PH2032'CEMENTED IN A DRILL HOLE IN A 6-INCH-DIAMETER EXPOSED BEDROCK
 PH2032'AREA FLUSH WITH GROUND.  IT IS 29 FEET EAST OF CENTER LINE OF
 PH2032'THE ROAD, 6.8 FEET SOUTHEAST OF A 1-INCH IRON PIPE 4-1/2 FEET
 PH2032'TALL AND PAINTED ORANGE, 20 FEET NORTHWEST OF THE HIGH POINT OF
 PH2032'THE KNOLL, WHICH IS A 4-FOOT-HIGH RUBBLE PILE, AND IS IN THE
 PH2032'CENTER OF THE 3 SETS OF STEEL LEG ANCHORS PREVIOUSLY
 PH2032'MENTIONED.
 PH2032'
 PH2032'RM NO. 1 IS A STANDARD DISK STAMPED BLACK NO 1 1942, CEMENTED IN
 PH2032'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  57 FEET EAST OF
 PH2032'CENTER LINE OF ROAD, 33 FEET SOUTH-SOUTHEAST OF HIGH POINT OF
 PH2032'KNOLL, 30 FEET EAST OF A 30-INCH TREE WITH A BLAZE ON THE
 PH2032'NORTH SIDE, 4 FEET EAST-NORTHEAST OF A PROMINENT, 3-FOOT
 PH2032'BOULDER, AND 4 FEET LOWER THAN STATION MARK.
 PH2032'
 PH2032'RM NO. 2 IS A STANDARD DISK STAMPED BLACK NO 2 1942, CEMENTED
 PH2032'IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS 4 INCHES ON
 PH2032'THE EAST SIDE, BUT COVERED BY SEVERAL INCHES OF DIRT AND LEAVES
 PH2032'ON TOP (WHEN RECOVERED THE MARK WAS 4 INCHES BELOW
 PH2032'SURFACE).  IT IS 36 FEET EAST OF CENTER LINE OF ROAD, 20 FEET
 PH2032'SOUTH-SOUTHEAST OF SOUTH END OF A LARGE STONE ROW, AND ABOUT
 PH2032'4 FEET LOWER THAN STATION MARK.
 PH2032'
 PH2032'TO REACH STATION FROM THE POST OFFICE IN NATURAL BRIDGE, GO
 PH2032'WEST ON NY RTE 3 FOR 3.05 MILES TO A GRAVEL SIDE ROAD
 PH2032'RIGHT.  GO RIGHT, NORTH, FOR 0.4 MILE TO STATION ON RIGHT AT
 PH2032'TOP OF RISE.
 PH2032'
 PH2032'NOTE--THE STATION MARK IS 4 FEET SOUTHWEST OF THE TIP OF A
 PH2032'15-FOOT-LONG ARROW MADE OF WHITE STONES.
 PH2032'
 PH2032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PH2032'3 MILES WEST OF NATURAL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1740 ***********************************************************************
 OD1740  DESIGNATION -  BLACK
 OD1740  PID         -  OD1740
 OD1740  STATE/COUNTY-  NY/WASHINGTON
 OD1740  USGS QUAD   -  SHELVING ROCK (1966)
 OD1740
 OD1740                         *CURRENT SURVEY CONTROL
 OD1740  ___________________________________________________________________
 OD1740* NAD 83(1996)-  43 36 24.13047(N)    073 31 52.23805(W)     ADJUSTED  
 OD1740* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 OD1740  ___________________________________________________________________
 OD1740  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OD1740  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OD1740
 OD1740  HORZ ORDER  -  SECOND
 OD1740
 OD1740.The horizontal coordinates were established by classical geodetic methods
 OD1740.and adjusted by the National Geodetic Survey in January 1999..
 OD1740
 OD1740.The orthometric height was scaled from a topographic map.
 OD1740
 OD1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1740
 OD1740.The geoid height was determined by GEOID03.
 OD1740
 OD1740;                    North         East     Units Scale Factor Converg.
 OD1740;SPC NY E     -   530,525.150   228,209.411   MT  0.99997521   +0 40 05.6
 OD1740;SPC NY E     - 1,740,564.60    748,717.04   sFT  0.99997521   +0 40 05.6
 OD1740;SPC VT       -   123,460.123   416,751.569   MT  1.00004950   -0 42 40.5
 OD1740;UTM  18      - 4,829,239.763   618,537.321   MT  0.99977283   +1 00 47.4
 OD1740
 OD1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1740!SPC NY E     -   0.99987793  x   0.99997521  =   0.99985314
 OD1740!SPC VT       -   0.99987793  x   1.00004950  =   0.99992742
 OD1740!UTM  18      -   0.99987793  x   0.99977283  =   0.99965079
 OD1740
 OD1740:                Primary Azimuth Mark                     Grid Az
 OD1740:SPC NY E     -  AIRWAY BCN 20 NY TO BURLINGTON           035 28 14.0
 OD1740:SPC VT       -  AIRWAY BCN 20 NY TO BURLINGTON           036 51 00.1
 OD1740:UTM  18      -  AIRWAY BCN 20 NY TO BURLINGTON           035 07 32.2
 OD1740
 OD1740|---------------------------------------------------------------------|
 OD1740| PID    Reference Object                     Distance      Geod. Az  |
 OD1740|                                                           dddmmss.s |
 OD1740| OD1396 AIRWAY BCN 20 NY TO BURLINGTON      APPROX. 7.6 KM 0360819.6 |
 OD1740| OD1743 BLACK MT FIRE TOWER                  22.093 METERS 04234     |
 OD1740| DA3038 BLACK RM 1                           18.880 METERS 04845     |
 OD1740| DA3037 BLACK AZ MK                                        0824529.9 |
 OD1740| DA3039 BLACK RM 2                            8.817 METERS 13040     |
 OD1740| OD1445 AIRWAY BEACON 19                    APPROX.16.3 KM 1840709.1 |
 OD1740|---------------------------------------------------------------------|
 OD1740
 OD1740                          SUPERSEDED SURVEY CONTROL
 OD1740
 OD1740  NAD 83(1996)-  43 36 24.13150(N)    073 31 52.23713(W) AD(       ) 2
 OD1740  NAD 83(1992)-  43 36 24.13136(N)    073 31 52.23721(W) AD(       ) 2
 OD1740  NAD 83(1986)-  43 36 24.13377(N)    073 31 52.24006(W) AD(       ) 2
 OD1740  NAD 27      -  43 36 23.89600(N)    073 31 53.82500(W) AD(       ) 2
 OD1740
 OD1740.Superseded values are not recommended for survey control.
 OD1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1740.See file dsdata.txt to determine how the superseded data were derived.
 OD1740
 OD1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1853729240(NAD 83)
 OD1740
 OD1740  HISTORY     - Date     Condition        Report By
 OD1740  HISTORY     - 1942     MONUMENTED       USGS
 OD1740  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OD1740
 OD1740                          STATION DESCRIPTION
 OD1740
 OD1740'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 OD1740'THE STATION IS LOCATED ABOUT 6.5 NORTH AND 3.5 MILES WEST OF
 OD1740'WHITEHALL AND ABOUT 1 MILE SOUTH EAST OF THE SOUTH EAST SHORE OF
 OD1740'LAKE CHAMPLAIN ON THE SUMMIT OF BLACK MOUNTAIN.  THE STATION IS
 OD1740'MARKED BY A COPPER BOLT SET IN OUTCROPPING BEDROCK.  THE BOLT IS
 OD1740'BATTERED BUT IN GOOD CONDITION.  IT IS 6.5 FEET EAST OF THE WEST
 OD1740'ANCHOR BOLT, 7.5 FEET SOUTH OF THE NORTH ANCHOR BOLT, 2.5
 OD1740'FEET NORTHWEST OF THE SOUTHEAST ANCHOR BOLT, AND 72.48 FEET
 OD1740'WEST-SOUTH-WEST OF THE COMBINATION FIRE TOWER AND AIRWAY
 OD1740'BEACON.
 OD1740'
 OD1740'REFERENCE MARK NO. 1 IS LOCATED NORTHWEST OF THE STATION SET
 OD1740'FLUSH IN OUTCROPPING BEDROCK.  IT IS 5 FEET SOUTHEAST OF THE SOUTH
 OD1740'EAST LEG OF THE FIRE TOWER AND IS STAMPED BLACK USGS NO. 1
 OD1740'1942.  REFERENCE MARK NO. 2 IS LOCATED SOUTHEAST OF THE STATION,
 OD1740'SET IN OUTCROPPING BEDROCK, AND IS STAMPED BLACK NO. 2 USGS 1942.
 OD1740'
 OD1740'THE AZIMUTH MARK IS ABOUT 1.5 MILES NORTH EAST OF THE
 OD1740'STATION.  IT IS SET IN BEDROCK ABOUT 6 FT. NORTHWEST OF THE
 OD1740'NORTHWEST CORNER OF A SMALL HOUSE.  IT IS STAMPED BLACK USGS
 OD1740'1942.  TO REACH THE AZIMUTH FROM A SMALL TRIANGULAR BLAZE ON
 OD1740'FENCE POST AT THE END OF TRUCK TRAVEL, BY GOING WEST ABOUT 50
 OD1740'FT. ALONG FENCE TO THE NORTH WEST CORNER OF THE HOUSE AND THE
 OD1740'AZIMUTH MARK.
 OD1740'
 OD1740'A TRAVERSE CONNECTION WAS MADE TO THE COMBINATION BLACK
 OD1740'MT. LOOKOUT TOWER AND FLASHING AIRWAY BEACON.  THE BLACK
 OD1740'MT. LOOKOUT TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 50
 OD1740'FT. HIGH WITH A GLASS ENCLOSED CAB, WITH FLASHING AIRWAY BEACON
 OD1740'MOUNTED ATOP THE LOOKOUT TOWER.  THE MEASUREMENT WAS MADE TO THE
 OD1740'CENTER OF THE BASE OF THE LOOKOUT TOWER.  THE AIRWAY BEACON WAS
 OD1740'NOT IN OPERATION AT THE TIME VISITED.
 OD1740'
 OD1740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 22 AND STATE
 OD1740'HWY. 347 IN THE EAST EDGE OF TICONDEROGA GO SOUTHERLY ON
 OD1740'U.S. HWY. 22 FOR 19 MILES TO E.W. MOORES STORE ON THE
 OD1740'LEFT.  CONTINUE ON U.S. HIGHWAY 22 FOR 0.05 MILE TO A SIDE ROAD
 OD1740'RIGHT, AS PER SIGN HULETTS LANDING TURN RIGHT AND GO 2.9 MILES TO
 OD1740'A T ROAD LEFT AS PER SIGN BLACK MOUNTAIN.  TURN LEFT AND GO 0.75
 OD1740'MILE TO A LOCKED GATE ON THE RIGHT (KEY MAY BE OBTAINED FROM
 OD1740'MRS. ANNA MC GOWAN, WHO LIVES ON THE LEFT) GO THROUGH GATE AND
 OD1740'FOLLOW TRACK ROAD WESTERLY FOR 0.7 MILE TO THE END OF TRUCK
 OD1740'TRAVEL AT VACANT FARM BUILDINGS.  FROM HERE FOLLOW WELL
 OD1740'BEATEN FOOT TRAIL, SOUTHWESTERLY, ABOUT 1.5 MILES TO THE STATION
 OD1740'AND FIRE TOWER.  IT IS ABOUT 1-1/2 HOUR PACK.
 OD1740'
 OD1740'A 4-FOOT TRIPOD WILL SEE A 74-FT. LIGHT AT STATION FORBES 1872.
 OD1740'
 OD1740'A 4-FOOT TRIPOD WILL SEE A 40-FT. LIGHT AT STATION SKEENS 1872.
 OD1740'
 OD1740'A 4-FOOT TRIPOD WILL SEE A 74-FT. LIGHT AT STATION THORN.
 OD1740'
 OD1740'A 4-FOOT TRIPOD WILL SEE A 4-FT. LIGHT AT STATION BUCK (USGS).
 OD1740
 OD1740                          STATION RECOVERY (1943)
 OD1740
 OD1740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1740'THE STATION, REFERENCE AND AZIMUTH MARKS (NOTES 12A) RECOVERED
 OD1740'AS DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 OD1740'SUBMITTED BY LT. G.W. LOVESEE IN 1942 ADEQUATE.
 OD1740'
 OD1740'OBSERVATIONS MADE FROM A 25-FT. POLE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1840 ***********************************************************************
 OE1840  DESIGNATION -  BLACK BEAR MTN
 OE1840  PID         -  OE1840
 OE1840  STATE/COUNTY-  NY/HAMILTON
 OE1840  USGS QUAD   -  
 OE1840
 OE1840                         *CURRENT SURVEY CONTROL
 OE1840  ___________________________________________________________________
 OE1840* NAD 83(1996)-  43 45 55.63866(N)    074 45 39.41458(W)     ADJUSTED  
 OE1840* NAVD 88     -       745.9    (meters)    2447.     (feet)  VERTCON   
 OE1840  ___________________________________________________________________
 OE1840  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 OE1840  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OE1840
 OE1840  HORZ ORDER  -  FIRST
 OE1840
 OE1840.The horizontal coordinates were established by classical geodetic methods
 OE1840.and adjusted by the National Geodetic Survey in January 1999..
 OE1840
 OE1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1840
 OE1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1840
 OE1840.The geoid height was determined by GEOID03.
 OE1840
 OE1840;                    North         East     Units Scale Factor Converg.
 OE1840;SPC NY E     -   547,738.755   128,990.139   MT  0.99990543   -0 10 49.8
 OE1840;SPC NY E     - 1,797,039.57    423,195.15   sFT  0.99990543   -0 10 49.8
 OE1840;UTM  18      - 4,845,850.766   519,241.084   MT  0.99960455   +0 09 55.3
 OE1840
 OE1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1840!SPC NY E     -   0.99988764  x   0.99990543  =   0.99979308
 OE1840!UTM  18      -   0.99988764  x   0.99960455  =   0.99949223
 OE1840
 OE1840:                Primary Azimuth Mark                     Grid Az
 OE1840:SPC NY E     -  WAKELY MTN LOT                           099 30 37.8
 OE1840:UTM  18      -  WAKELY MTN LOT                           099 09 52.7
 OE1840
 OE1840|---------------------------------------------------------------------|
 OE1840| PID    Reference Object                     Distance      Geod. Az  |
 OE1840|                                                           dddmmss.s |
 OE1840| OE1837 WAKELY MTN LOT                      APPROX.20.1 KM 0991948.0 |
 OE1840| CZ7498 BLACK BEAR MTN RM 1                   7.493 METERS 12338     |
 OE1840| CZ7497 BLACK BEAR MTN AZ MK                               2133702.4 |
 OE1840| CZ7499 BLACK BEAR MTN RM 2                   4.819 METERS 24133     |
 OE1840| OE1841 BLACK BEAR MTN NYAS 1942              2.371 METERS 35232     |
 OE1840|---------------------------------------------------------------------|
 OE1840
 OE1840                          SUPERSEDED SURVEY CONTROL
 OE1840
 OE1840  NAD 83(1986)-  43 45 55.64403(N)    074 45 39.41457(W) AD(       ) 1
 OE1840  NAD 27      -  43 45 55.41012(N)    074 45 40.80056(W) AD(       ) 1
 OE1840  NGVD 29 (07/19/86)  746.0    (m)         2448.     (f) VERT ANG       
 OE1840
 OE1840.Superseded values are not recommended for survey control.
 OE1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1840.See file dsdata.txt to determine how the superseded data were derived.
 OE1840
 OE1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP1924145851(NAD 83)
 OE1840
 OE1840  HISTORY     - Date     Condition        Report By
 OE1840  HISTORY     - 1942     MONUMENTED       CGS
 OE1840  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1840  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1840
 OE1840                          STATION DESCRIPTION
 OE1840
 OE1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1840'STATION IS LOCATED ABOUT 2.5 MILES E OF THE TOWN OF EAGLE BAY ON
 OE1840'THE HIGHEST POINT OF A BARE, ROCKY HILL KNOWN AS BLACK BEAR
 OE1840'MT.  THE STATION MARK WAS SET IN AN OLD DRILL HOLE WHICH MAY BE
 OE1840'AN OLD U.S.G.S. MARK.  IT IS STAMPED BLACK BEAR MT. 1942.
 OE1840'
 OE1840'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 OE1840'IN OUTCROPPING BEDROCK.
 OE1840'
 OE1840'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 OE1840'NOTE 11A.
 OE1840'
 OE1840'A NEW YORK LAND SURVEY MARK WHICH IS A ONE-INCH BOLT SET IN
 OE1840'A DRILL HOLE, FLUSH WITH THE SURFACE IS N BY W OF THE STATION.
 OE1840'
 OE1840'REFERENCE MARK NO.1 IS ESE OF THE STATION AND IS STAMPED BLACK
 OE1840'BEAR MT. NO.1 1942.
 OE1840'
 OE1840'REFERENCE MARK NO.2 IS WSW OF THE STATION AND IS STAMPED BLACK
 OE1840'BEAR MT. NO.2 1942.
 OE1840'
 OE1840'THE AZIMUTH MARK IS SW OF THE STATION, 37 FEET ESE OF THE CENTER
 OE1840'LINE OF A MACADAM ROAD, 3 FEET W OF THE W EDGE OF A FAIRWAY
 OE1840'OF A GOLF COURSE AND 2 FEET E OF A WHITE REFERENCE POST.  IT IS
 OE1840'STAMPED BLACK BEAR MT. 1942 AND PROJECTS 3 INCHES.
 OE1840'
 OE1840'TO REACH THE STATION FROM THE POST OFFICE IN EAGLE BAY GO E
 OE1840'ON STATE HIGHWAYS 28 AND 365 FOR 1.4 MILES TO A SIGN ON THE RIGHT
 OE1840'BLACK BEAR MT. (BROWN HOUSE ON THE LEFT).  ** TURN LEFT FOR 0.1
 OE1840'MILE TO A ROCK BLUFF ON THE LEFT AND END OF TRUCK TRAVEL.  CONTINUE
 OE1840'STRAIGHT AHEAD ON A TRAIL MARKED WITH RED PAINTED BLAZES ON
 OE1840'TREES FOR 2.0 MILES TO THE TOP OF THE MOUNTAIN AND STATION.
 OE1840'
 OE1840'**TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD ON
 OE1840'HIGHWAYS 28 AND 365 FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT
 OE1840'(JUST AFTER CROSSING A NARROW BRIDGE), TURN RIGHT ON A MACADAM
 OE1840'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 OE1840
 OE1840                          STATION RECOVERY (1975)
 OE1840
 OE1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1840'STATION MARK, BOTH REFERENCE MARKS, AND THE NYLS BOLT WERE
 OE1840'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS NOT
 OE1840'RECOVERED.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT
 OE1840'CHECKED.  VIEW FROM STATION IS OPEN IN MOST DIRECTIONS, BUT
 OE1840'SLIGHTLY OBSTRUCTED TO SOUTHWEST, WEST, AND NORTHWEST.
 OE1840'
 OE1840'STATION IS LOCATED ON THE SUMMIT OF BLACK BEAR MTN.  THE STATION
 OE1840'MARK IS A STANDARD DISK STAMPED BLACK BEAR MT 1942, CEMENTED IN A
 OE1840'DRILL HOLE IN BEDROCK.
 OE1840'
 OE1840'RM NO. 1 IS A STANDARD DISK STAMPED BLACK BEAR MT NO 1 1942,
 OE1840'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 35 FEET EAST-SOUTHEAST
 OE1840'OF RM 2.
 OE1840'
 OE1840'RM NO. 2 IS A STANDARD DISK STAMPED BLACK BEAR MT NO 2 1942,
 OE1840'CEMENTED IN A DRILL HOLE IN BEDROCK, 35 FEET WEST-NORTHWEST OF RM 1.
 OE1840'
 OE1840'THE NYLS MARK IS A 1-INCH BOLT SET IN A DRILL HOLE FLUSH WITH
 OE1840'BEDROCK, 7.7 FEET NORTH OF STATION MARK.
 OE1840'
 OE1840'TO REACH STATION FROM EAGLE BAY, GO EAST ON NY RTE. 28 FOR 0.2
 OE1840'MILE.  TAKE LEFT FORK, UNCAS ROAD, AND GO 3.0 MILES TO SIGN ON
 OE1840'RIGHT TRAIL TO 8TH LAKE CAMP SITE.  FOLLOW TRAIL SOUTHERLY ABOUT 1
 OE1840'MILE TO SIGN ON RIGHT SUMMIT BLACK BEAR MT 1.2 MI.  FOLLOW THIS
 OE1840'TRAIL TO RIGHT ABOUT 1-1/4 MILES TO SUMMIT AND STATION.
 OE1840'
 OE1840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1840'3 MILES EAST OF EAGLE BAY.
 OE1840
 OE1840                          STATION RECOVERY (1976)
 OE1840
 OE1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1840'THE STATION MARK, REFERENCE MARKS 1 AND 2, AZIMUTH MARK AND THE
 OE1840'BLACK BEAR MT NYAS MARK WERE RECOVERED IN GOOD CONDITION.  THE
 OE1840'DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED ADEQUATELY.  THE
 OE1840'DIRECTION TO REFERENCE MARK 1 CHECKED ADEQUATE.  THE DIRECTION
 OE1840'TO REFERENCE MARK 2 WAS NOTED TO BE 02 MINUTES, 35 SECONDS
 OE1840'LARGER THAN THE 1942 OBSERVATIONS.  THE AZIMUTH MARK IS NO
 OE1840'LONGER VISIBLE TO THE STATION.  THE DIRECTION TO BLACK BEAR MT
 OE1840'NYAS WAS NOTED TO BE 17 MINUTES LARGER AND THE DISTANCE WAS
 OE1840'NOTED TO BE 0.005 METER OR 0.01 FOOT LONGER THAN THE 1942
 OE1840'OBSERVATIONS.
 OE1840'
 OE1840'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 OE1840'
 OE1840'THE STATION IS ABOUT 2-1/2 MILES EAST OF THE VILLAGE OF EAGLE
 OE1840'BAY ON THE HIGHEST PART OF A BARE ROCKY HILL KNOWN AS BLACK
 OE1840'BEAR MOUNTAIN.
 OE1840'
 OE1840'TO REACH THE STATION FROM THE HAMILTON-HERKIMER COUNTY LINE
 OE1840'ABOUT 0.2 MILE EAST OF THE VILLAGE OF EAGLE BAY, GO
 OE1840'NORTHEASTERLY ON STATE HIGHWAY 28 FOR 0.1 MILE TO A SIDE ROAD
 OE1840'LEFT AND A SIGN (BROWN TRACK PONDS PUBLIC CAMPSITES AND DAY USE
 OE1840'AREA STATE OF NEW YORK).  TURN LEFT AND GO 0.1 MILE TO A SIDE
 OE1840'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR
 OE1840'2.55 MILES TO A SIDE ROAD RIGHT, AT AN OLD WHITE SHACK ON THE
 OE1840'LEFT AND A SIGN (EIGHTH LAKE CAMPSITES) ON THE RIGHT.  THIS
 OE1840'IS THE END OF TRUCK TRAVEL.  PACK EASTERLY ON A TRACK ROAD
 OE1840'FOR APPROXIMATELY 1 MILE (25 TO 30 MINUTES) TO A TRAIL RIGHT
 OE1840'AT A SIGN (SUMMIT BLACK BEAR MTN 1.20 MILES).  TURN RIGHT
 OE1840'AS PER THE SIGN AND PACK FOR ABOUT 1-1/2 HOURS ON THE WELL
 OE1840'MARKED TRAIL TO THE SUMMIT AND THE STATION.
 OE1840'
 OE1840'STATION MARK, STAMPED---BLACK BEAR MT 1942---, IS A STANDARD
 OE1840'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 OE1840'FLUSH WITH THE SURFACE.  THERE IS NOTHING PROMINENT TO LOCALIZE
 OE1840'THE MARK TO.
 OE1840'
 OE1840'REFERENCE MARK 1, STAMPED---BLACK BEAR MT NO 1 1942---, IS A
 OE1840'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OE1840'AND IS FLUSH WITH THE SURFACE.  ABOUT 3 FEET LOWER THAN THE
 OE1840'STATION.
 OE1840'
 OE1840'REFERENCE MARK 2, STAMPED---BLACK BEAR MT NO 2 1942---, IS A
 OE1840'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OE1840'AND IS FLUSH WITH THE SURFACE.  ABOUT THE SAME ELEVATION AS
 OE1840'THE STATION.
 OE1840'
 OE1840'BLACK BEAR MT NYAS IS A 1-INCH BOLT SET IN A DRILL HOLE AND IS
 OE1840'FLUSH WITH THE SURFACE.
 OE1840'ABOUT SAME ELEVATION AS STATION.
 OE1840'
 OE1840'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 OE1840'NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2
 OE1840'DUE TO DIFFICULT TERRAIN.
 OE1840'NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND BLACK BEAR MT NYAS
 OE1840'DUE TO DIFFICULT TERRAIN.
 OE1840'NO SUITABLE PLACE TO ESTABLISH ANOTHER AZIMUTH MARK.
 OE1840'
 OE1840'THE OBSERVING PARTY REACHED THIS STATION BY HELICOPTER.
 OE1840'
 OE1840'DESCRIBED BY K.R. WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1841 ***********************************************************************
 OE1841  DESIGNATION -  BLACK BEAR MTN NYAS 1942
 OE1841  PID         -  OE1841
 OE1841  STATE/COUNTY-  NY/HAMILTON
 OE1841  USGS QUAD   -  
 OE1841
 OE1841                         *CURRENT SURVEY CONTROL
 OE1841  ___________________________________________________________________
 OE1841* NAD 83(1996)-  43 45 55.71482(N)    074 45 39.42834(W)     ADJUSTED  
 OE1841* NAVD 88     -       746.     (meters)    2448.     (feet)  SCALED    
 OE1841  ___________________________________________________________________
 OE1841  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 OE1841  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OE1841
 OE1841  HORZ ORDER  -  SECOND
 OE1841
 OE1841.The horizontal coordinates were established by classical geodetic methods
 OE1841.and adjusted by the National Geodetic Survey in January 1999..
 OE1841
 OE1841.The orthometric height was scaled from a topographic map.
 OE1841
 OE1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1841
 OE1841.The geoid height was determined by GEOID03.
 OE1841
 OE1841;                    North         East     Units Scale Factor Converg.
 OE1841;SPC NY E     -   547,741.106   128,989.839   MT  0.99990543   -0 10 49.8
 OE1841;SPC NY E     - 1,797,047.28    423,194.16   sFT  0.99990543   -0 10 49.8
 OE1841;UTM  18      - 4,845,853.115   519,240.769   MT  0.99960455   +0 09 55.3
 OE1841
 OE1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1841!SPC NY E     -   0.99988764  x   0.99990543  =   0.99979308
 OE1841!UTM  18      -   0.99988764  x   0.99960455  =   0.99949223
 OE1841
 OE1841                          SUPERSEDED SURVEY CONTROL
 OE1841
 OE1841  NAD 83(1986)-  43 45 55.72019(N)    074 45 39.42833(W) AD(       ) 2
 OE1841  NAD 27      -  43 45 55.48630(N)    074 45 40.81405(W) AD(       ) 2
 OE1841
 OE1841.Superseded values are not recommended for survey control.
 OE1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1841.See file dsdata.txt to determine how the superseded data were derived.
 OE1841
 OE1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP1924145853(NAD 83)
 OE1841
 OE1841  HISTORY     - Date     Condition        Report By
 OE1841  HISTORY     - 1942     MONUMENTED       LOCSUR
 OE1841  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1841
 OE1841                          STATION DESCRIPTION
 OE1841
 OE1841'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (FBQ)
 OE1841'STATION ESTABLISHED BY NY ADIRONDACK SURVEY.
 OE1841'
 OE1841'THE STATION IS LOCATED ABOUT 2.5 MILES E OF THE TOWN OF EAGLE
 OE1841'BAY, ON THE HIGHEST POINT OF BLACK BEAR MT. AND AT THE SITE OF
 OE1841'TRIANGULATION STATION BLACK BEAR MT.  IT WAS LOCATED BY TRAVERSE
 OE1841'FROM STATION BLACK BEAR MT., AND IS 2.368 METERS, 7.77 FEET, N
 OE1841'BY W OF THE STATION.
 OE1841'
 OE1841'IT IS A 1-INCH BOLT SET IN A DRILL HOLE AND FLUSH WITH THE
 OE1841'SURFACE.
 OE1841
 OE1841                          STATION RECOVERY (1976)
 OE1841
 OE1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1841'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 OE1841'F.B.Q. IN 1942.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 OE1841'
 OE1841'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1743 ***********************************************************************
 OD1743  DESIGNATION -  BLACK MT FIRE TOWER
 OD1743  PID         -  OD1743
 OD1743  STATE/COUNTY-  NY/WASHINGTON
 OD1743  USGS QUAD   -  SHELVING ROCK (1966)
 OD1743
 OD1743                         *CURRENT SURVEY CONTROL
 OD1743  ___________________________________________________________________
 OD1743* NAD 83(1996)-  43 36 24.65772(N)    073 31 51.57170(W)     ADJUSTED  
 OD1743* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 OD1743  ___________________________________________________________________
 OD1743  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OD1743  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OD1743
 OD1743  HORZ ORDER  -  THIRD
 OD1743
 OD1743.The horizontal coordinates were established by classical geodetic methods
 OD1743.and adjusted by the National Geodetic Survey in January 1999..
 OD1743
 OD1743.The orthometric height was scaled from a topographic map.
 OD1743
 OD1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1743
 OD1743.The geoid height was determined by GEOID03.
 OD1743
 OD1743;                    North         East     Units Scale Factor Converg.
 OD1743;SPC NY E     -   530,541.595   228,224.164   MT  0.99997524   +0 40 06.1
 OD1743;SPC NY E     - 1,740,618.55    748,765.44   sFT  0.99997524   +0 40 06.1
 OD1743;SPC VT       -   123,476.209   416,766.714   MT  1.00004947   -0 42 40.0
 OD1743;UTM  18      - 4,829,256.293   618,551.971   MT  0.99977287   +1 00 47.9
 OD1743
 OD1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1743!SPC NY E     -   0.99987793  x   0.99997524  =   0.99985317
 OD1743!SPC VT       -   0.99987793  x   1.00004947  =   0.99992739
 OD1743!UTM  18      -   0.99987793  x   0.99977287  =   0.99965083
 OD1743
 OD1743                          SUPERSEDED SURVEY CONTROL
 OD1743
 OD1743  NAD 83(1996)-  43 36 24.65876(N)    073 31 51.57078(W) AD(       ) 4
 OD1743  NAD 83(1992)-  43 36 24.65862(N)    073 31 51.57086(W) AD(       ) 4
 OD1743  NAD 83(1986)-  43 36 24.66136(N)    073 31 51.57422(W) AD(       ) 4
 OD1743  NAD 27      -  43 36 24.42300(N)    073 31 53.15900(W) AD(       ) 3
 OD1743
 OD1743.Superseded values are not recommended for survey control.
 OD1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1743.See file dsdata.txt to determine how the superseded data were derived.
 OD1743
 OD1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1855229256(NAD 83)
 OD1743
 OD1743  HISTORY     - Date     Condition        Report By
 OD1743  HISTORY     - 1943     MONUMENTED       CGS
 OD1743
 OD1743                          STATION DESCRIPTION
 OD1743
 OD1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1743'THE STATION IS A COMBINATION AIRWAY BEACON FIRE TOWER, LOCATED
 OD1743'6.5 MILES N AND 3.5 MILES W OF WHITEHALL AND ABOUT 1 MILE SE
 OD1743'OF THE SE SHORE OF LAKE CHAMPLAIN ON THE SUMMIT OF BLACK MT.  IT
 OD1743'IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 50 FT. HIGH WITH A
 OD1743'GLASS-ENCLOSED CAB ON TOP AND AN AIRWAY BEACON ON THE APEX OF THE
 OD1743'ROOF OF THE CAB.  LOCATED TO TRIANGULATION STATION (BLACK USGS)
 OD1743'BY DISTANCE AND DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3268 ***********************************************************************
 KU3268  DESIGNATION -  BLACK STK BLDG N END OIL DOCK
 KU3268  PID         -  KU3268
 KU3268  STATE/COUNTY-  NY/NASSAU
 KU3268  USGS QUAD   -  LYNBROOK (1969)
 KU3268
 KU3268                         *CURRENT SURVEY CONTROL
 KU3268  ___________________________________________________________________
 KU3268* NAD 83(1996)-  40 37 49.84917(N)    073 44 53.35075(W)     ADJUSTED  
 KU3268* NAVD 88     -                                                        
 KU3268  ___________________________________________________________________
 KU3268  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KU3268  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KU3268
 KU3268  HORZ ORDER  -  THIRD
 KU3268
 KU3268.The horizontal coordinates were established by classical geodetic methods
 KU3268.and adjusted by the National Geodetic Survey in January 1999..
 KU3268
 KU3268
 KU3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3268
 KU3268.The geoid height was determined by GEOID03.
 KU3268
 KU3268;                    North         East     Units Scale Factor Converg.
 KU3268;SPC NY L     -    51,538.734   321,307.098   MT  1.00000221   +0 09 53.0
 KU3268;SPC NY L     -   169,090.00  1,054,155.04   sFT  1.00000221   +0 09 53.0
 KU3268;UTM  18      - 4,498,495.084   605,869.281   MT  0.99973796   +0 48 54.9
 KU3268
 KU3268                          SUPERSEDED SURVEY CONTROL
 KU3268
 KU3268  NAD 83(1996)-  40 37 49.85102(N)    073 44 53.34888(W) AD(       ) 4
 KU3268  NAD 83(1992)-  40 37 49.85102(N)    073 44 53.34893(W) AD(       ) 4
 KU3268  NAD 83(1986)-  40 37 49.85228(N)    073 44 53.34966(W) AD(       ) 4
 KU3268  NAD 27      -  40 37 49.46900(N)    073 44 54.87300(W) AD(       ) 3
 KU3268
 KU3268.Superseded values are not recommended for survey control.
 KU3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3268.See file dsdata.txt to determine how the superseded data were derived.
 KU3268
 KU3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0586998495(NAD 83)
 KU3268_MARKER: 63 = STACK
 KU3268
 KU3268  HISTORY     - Date     Condition        Report By
 KU3268  HISTORY     - 1945     FIRST OBSERVED   CGS
 KU3268
 KU3268                          STATION DESCRIPTION
 KU3268
 KU3268'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2706 ***********************************************************************
 KU2706  DESIGNATION -  BLACKTON BOATHOUSE SE CHIMNEY
 KU2706  PID         -  KU2706
 KU2706  STATE/COUNTY-  NY/NASSAU
 KU2706  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2706
 KU2706                         *CURRENT SURVEY CONTROL
 KU2706  ___________________________________________________________________
 KU2706* NAD 83(1996)-  40 52 58.85895(N)    073 29 27.05697(W)     ADJUSTED  
 KU2706* NAVD 88     -                                                        
 KU2706  ___________________________________________________________________
 KU2706  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU2706  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 KU2706
 KU2706  HORZ ORDER  -  THIRD
 KU2706
 KU2706.The horizontal coordinates were established by classical geodetic methods
 KU2706.and adjusted by the National Geodetic Survey in January 1999..
 KU2706
 KU2706
 KU2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2706
 KU2706.The geoid height was determined by GEOID03.
 KU2706
 KU2706;                    North         East     Units Scale Factor Converg.
 KU2706;SPC NY L     -    79,672.961   342,912.697   MT  0.99999506   +0 19 58.9
 KU2706;SPC NY L     -   261,393.71  1,125,039.41   sFT  0.99999506   +0 19 58.9
 KU2706;SPC CT       -   158,185.636   242,356.873   MT  1.00004715   -0 29 28.4
 KU2706;SPC CT       -   518,980.71    795,132.51   sFT  1.00004715   -0 29 28.4
 KU2706;UTM  18      - 4,526,867.040   627,148.175   MT  0.99979898   +0 59 16.4
 KU2706
 KU2706                          SUPERSEDED SURVEY CONTROL
 KU2706
 KU2706  NAD 83(1996)-  40 52 58.86138(N)    073 29 27.05610(W) AD(       ) 4
 KU2706  NAD 83(1992)-  40 52 58.86029(N)    073 29 27.05389(W) AD(       ) 4
 KU2706  NAD 83(1986)-  40 52 58.86184(N)    073 29 27.05586(W) AD(       ) 4
 KU2706  NAD 27      -  40 52 58.51700(N)    073 29 28.62500(W) AD(       ) 3
 KU2706
 KU2706.Superseded values are not recommended for survey control.
 KU2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2706.See file dsdata.txt to determine how the superseded data were derived.
 KU2706
 KU2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2714826867(NAD 83)
 KU2706_MARKER: 85 = CHIMNEY
 KU2706
 KU2706  HISTORY     - Date     Condition        Report By
 KU2706  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2706  HISTORY     - 1931     GOOD             CGS
 KU2706
 KU2706                          STATION DESCRIPTION
 KU2706
 KU2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2706'STATION IS CHIMNEY ON BLACKTONS LARGE WHITE STUCCO BOATHOUSE ON
 KU2706'THE W SHORE OF COLD SPRING HARBOR.
 KU2706
 KU2706                          STATION RECOVERY (1931)
 KU2706
 KU2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2706'STATION RECOVERED AND CHECKED BY HYDROGRAPHIC CUTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3943 ***********************************************************************
 KU3943  DESIGNATION -  BLACKWELLS ISLAND LIGHTHOUSE
 KU3943  PID         -  KU3943
 KU3943  STATE/COUNTY-  NY/QUEENS
 KU3943  USGS QUAD   -  CENTRAL PARK (1979)
 KU3943
 KU3943                         *CURRENT SURVEY CONTROL
 KU3943  ___________________________________________________________________
 KU3943* NAD 83(1996)-  40 46 22.19215(N)    073 56 24.66614(W)     ADJUSTED  
 KU3943* NAVD 88     -                                                        
 KU3943  ___________________________________________________________________
 KU3943  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KU3943  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU3943
 KU3943  HORZ ORDER  -  THIRD
 KU3943
 KU3943.The horizontal coordinates were established by classical geodetic methods
 KU3943.and adjusted by the National Geodetic Survey in January 1999..
 KU3943
 KU3943
 KU3943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3943
 KU3943.The geoid height was determined by GEOID03.
 KU3943
 KU3943;                    North         East     Units Scale Factor Converg.
 KU3943;SPC NY L     -    67,313.898   305,049.760   MT  0.99999581   +0 02 20.8
 KU3943;SPC NY L     -   220,845.68  1,000,817.42   sFT  0.99999581   +0 02 20.8
 KU3943;SPC NY E     -   215,473.369   197,256.863   MT  0.99992748   +0 21 56.2
 KU3943;SPC NY E     -   706,932.21    647,166.89   sFT  0.99992748   +0 21 56.2
 KU3943;SPC NJ       -   215,473.369   197,256.863   MT  0.99992748   +0 21 56.2
 KU3943;SPC NJ       -   706,932.21    647,166.89   sFT  0.99992748   +0 21 56.2
 KU3943;UTM  18      - 4,514,079.896   589,438.144   MT  0.99969846   +0 41 31.8
 KU3943
 KU3943                          SUPERSEDED SURVEY CONTROL
 KU3943
 KU3943  NAD 83(1996)-  40 46 22.19253(N)    073 56 24.66656(W) AD(       ) 4
 KU3943  NAD 83(1992)-  40 46 22.19165(N)    073 56 24.66710(W) AD(       ) 4
 KU3943  NAD 83(1986)-  40 46 22.19490(N)    073 56 24.66606(W) AD(       ) 4
 KU3943  NAD 27      -  40 46 21.82700(N)    073 56 26.17300(W) AD(       ) 3
 KU3943
 KU3943.Superseded values are not recommended for survey control.
 KU3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3943.See file dsdata.txt to determine how the superseded data were derived.
 KU3943
 KU3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8943814080(NAD 83)
 KU3943_MARKER: 13 = LIGHTHOUSE
 KU3943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3943+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU3943
 KU3943  HISTORY     - Date     Condition        Report By
 KU3943  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3943  HISTORY     - 1986     GOOD             NOS
 KU3943  HISTORY     - 20041107 GOOD             GEOCAC
 KU3943  HISTORY     - 20051227 GOOD             GEOCAC
 KU3943
 KU3943                          STATION DESCRIPTION
 KU3943
 KU3943'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3943'THE LIGHTHOUSE ON THE N END OF WELFARE ISLAND (BLACKWELLS ISLAND)
 KU3943'IN THE EAST RIVER, RISING FROM THE GROUND.  IT IS AN OCTAGONAL,
 KU3943'GRAY STONE TOWER (ERECTED 1872) WITH A PLATFORM AT THE BASE OF
 KU3943'LIGHT.  ITS GRAY ROOF IS OCTAGONAL-PYRAMID-SHAPED.  THIS
 KU3943'LIGHTHOUSE IS MAINTAINED BY THE CITY OF NEW YORK.
 KU3943'
 KU3943'THE STATION IS THE BALL-APEX OF THE ROOF, 56 FEET ABOVE HIGH WATER.
 KU3943
 KU3943                          STATION RECOVERY (1986)
 KU3943
 KU3943'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU3943'THE STATION WAS RECOVERED AT THIS DATE.
 KU3943'THE GEODETIC POSITION WAS VERIFIED BY THEODOLITE INTERSECTION.
 KU3943'
 KU3943'RECOVERED BY R DECROIX.
 KU3943
 KU3943                          STATION RECOVERY (2004)
 KU3943
 KU3943'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KU3943'RECOVERED IN GOOD CONDITION.
 KU3943
 KU3943                          STATION RECOVERY (2005)
 KU3943
 KU3943'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3943'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU3943' 
 KU3943'THE COUNTY SHOULD BE CHANGED TO NEW YORK (BOROUGH OF MANHATTAN) SINCE
 KU3943'THE COUNTY BOUNDARY IS AT THE EAST SHORE LINE OF THE EAST RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1926 ***********************************************************************
 NB1926  DESIGNATION -  BLAKE
 NB1926  PID         -  NB1926
 NB1926  STATE/COUNTY-  NY/STEUBEN
 NB1926  USGS QUAD   -  BATH (1978)
 NB1926
 NB1926                         *CURRENT SURVEY CONTROL
 NB1926  ___________________________________________________________________
 NB1926* NAD 83(1996)-  42 21 20.26742(N)    077 16 00.02722(W)     ADJUSTED  
 NB1926* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 NB1926  ___________________________________________________________________
 NB1926  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 NB1926  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NB1926
 NB1926  HORZ ORDER  -  FIRST
 NB1926
 NB1926.The horizontal coordinates were established by classical geodetic methods
 NB1926.and adjusted by the National Geodetic Survey in January 1999..
 NB1926
 NB1926.The orthometric height was scaled from a topographic map.
 NB1926
 NB1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1926
 NB1926.The geoid height was determined by GEOID03.
 NB1926
 NB1926;                    North         East     Units Scale Factor Converg.
 NB1926;SPC NY C     -   261,819.882   193,704.408   MT  0.99997648   -0 27 37.4
 NB1926;SPC NY C     -   858,987.40    635,511.88   sFT  0.99997648   -0 27 37.4
 NB1926;UTM  18      - 4,691,751.088   313,323.714   MT  1.00002878   -1 31 39.2
 NB1926
 NB1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1926!SPC NY C     -   0.99991485  x   0.99997648  =   0.99989133
 NB1926!UTM  18      -   0.99991485  x   1.00002878  =   0.99994363
 NB1926
 NB1926|---------------------------------------------------------------------|
 NB1926| PID    Reference Object                     Distance      Geod. Az  |
 NB1926|                                                           dddmmss.s |
 NB1926| CZ4114 BLAKE RM 1                           61.250 METERS 04639     |
 NB1926| CZ4115 BLAKE RM 2                           42.373 METERS 17903     |
 NB1926| CZ4113 BLAKE AZ MK                                        2640825.0 |
 NB1926|---------------------------------------------------------------------|
 NB1926
 NB1926                          SUPERSEDED SURVEY CONTROL
 NB1926
 NB1926  NAD 83(1986)-  42 21 20.27347(N)    077 16 00.02031(W) AD(       ) 1
 NB1926  NAD 27      -  42 21 20.01000(N)    077 16 01.09600(W) AD(       ) 1
 NB1926
 NB1926.Superseded values are not recommended for survey control.
 NB1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1926.See file dsdata.txt to determine how the superseded data were derived.
 NB1926
 NB1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM1332491751(NAD 83)
 NB1926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1926+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 NB1926
 NB1926  HISTORY     - Date     Condition        Report By
 NB1926  HISTORY     - 1939     MONUMENTED       CGS
 NB1926  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 NB1926  HISTORY     - 19941104 GOOD             USPSQD
 NB1926  HISTORY     - 20020608 GOOD             INDIV
 NB1926
 NB1926                          STATION DESCRIPTION
 NB1926
 NB1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1926'STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST AIR LINE OF SAVONA
 NB1926'AND ABOUT 3.0 MILES NORTHEAST OF BATH, ON THE TOP OF A BARE
 NB1926'CULTIVATED HILL ABOUT 100 YARDS NORTH OF AN EAST-WEST
 NB1926'ROAD.  STATION IS ON THE HIGHEST PART OF HILL 1 FOOT EAST OF
 NB1926'WIRE FENCE LINE AND 40 YARDS SOUTH OF FENCE CORNER.  STATION
 NB1926'AND REFERENCE MARKS STAMPED BLAKE 1939 ARE ON PROPERTY OF MR.
 NB1926'BLAKE.
 NB1926'
 NB1926'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 NB1926'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A,
 NB1926'7A, AND 11A.
 NB1926'
 NB1926'STATION IS REACHED AS FOLLOWS -- FROM BATH GO ON ROUTE NO.54
 NB1926'FROM THE JUNCTION OF ROUTES NO. 15 AND NO. 54, 1.45 MILES TO A
 NB1926'MACADAM T-ROAD ON THE RIGHT, TURN RIGHT AND GO 0.6 MILES TO THE
 NB1926'END OF PAVED ROAD, CONTINUE UPHILL ON DIRT ROAD 1.65 MILES TO A
 NB1926'T-ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.55 MILE TO A
 NB1926'T-INTERSECTION, TURN LEFT AND GO 0.15 MILE TO TOP OF HILL, TURN
 NB1926'LEFT (NORTH) AND GO ALONG WIRE FENCE ABOUT 100 YARDS TO
 NB1926'STATION.
 NB1926'
 NB1926'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF STATION ON SOUTH SIDE
 NB1926'OF DIRT ROAD.  STAMPED BLAKE 1939.
 NB1926'
 NB1926'A WHITE POST STAMPED U.S. TRIANGULATION IS ABOUT 6.0 FEET FROM
 NB1926'THE STATION AND IS ABOUT 18 INCHES ABOVE THE GROUND.
 NB1926'
 NB1926'A 25-FOOT TOWER IS NEEDED AT STATION TO SEE AVOCA.  ALL OTHER
 NB1926'LIGHTS SEE FROM GROUND.
 NB1926'
 NB1926'AZIMUTH MARK IS 3.0 FEET SOUTH OF FENCE CORNER IN NORTH-SOUTH
 NB1926'FENCE LINE, 8.0 FEET SOUTH OF CENTER OF LANE.
 NB1926'
 NB1926'REFERENCE MARK NO. 1 IS 1.0 FOOT SOUTH OF EAST-WEST FENCE
 NB1926'LINE.  REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF NORTH-SOUTH FENCE
 NB1926'LINE.
 NB1926'
 NB1926'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 NB1926
 NB1926                          STATION RECOVERY (1970)
 NB1926
 NB1926'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 NB1926'STATION AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  R.M. NO. 1
 NB1926'WAS NOT FOUND.  A WITNESS POST WAS SET 2 FEET NORTH OF STATION.
 NB1926
 NB1926                          STATION RECOVERY (1994)
 NB1926
 NB1926'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1926'RECOVERED IN GOOD CONDITION.
 NB1926
 NB1926                          STATION RECOVERY (2002)
 NB1926
 NB1926'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SB)
 NB1926'THIS AREA IS ALSO OCCUPIED BY A VERY LARGE TOWER AND IS FENCED.  THE
 NB1926'STATION MARK WAS RECOVERED IN GOOD CONDITION 1 FOOT SOUTH OF A WITNESS
 NB1926'POST, HOWEVER RM1 AND RM2 WERE NOT SEARCHED FOR DUE TO VERY TALL
 NB1926'GRASS.  THE STATION AREA REMAINS WIDE OPEN, VIEWS IN ALL DIRECTIONS
 NB1926'ARE UNOBSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2010 ***********************************************************************
 PG2010  DESIGNATION -  BLAKE USLS 1930
 PG2010  PID         -  PG2010
 PG2010  STATE/COUNTY-  NY/ESSEX
 PG2010  USGS QUAD   -  
 PG2010
 PG2010                         *CURRENT SURVEY CONTROL
 PG2010  ___________________________________________________________________
 PG2010* NAD 83(1996)-  44 01 59.00327(N)    073 27 25.75128(W)     ADJUSTED  
 PG2010* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 PG2010  ___________________________________________________________________
 PG2010  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 PG2010  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PG2010
 PG2010  HORZ ORDER  -  THIRD
 PG2010
 PG2010.The horizontal coordinates were established by classical geodetic methods
 PG2010.and adjusted by the National Geodetic Survey in January 1999..
 PG2010
 PG2010.The orthometric height was scaled from a topographic map.
 PG2010
 PG2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2010
 PG2010.The geoid height was determined by GEOID03.
 PG2010
 PG2010;                    North         East     Units Scale Factor Converg.
 PG2010;SPC NY E     -   577,964.710   233,588.128   MT  0.99998591   +0 43 29.6
 PG2010;SPC NY E     - 1,896,205.89    766,363.72   sFT  0.99998591   +0 43 29.6
 PG2010;SPC VT       -   170,758.790   423,275.641   MT  1.00003666   -0 39 55.2
 PG2010;UTM  18      - 4,876,701.463   623,628.206   MT  0.99978798   +1 04 21.1
 PG2010
 PG2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2010!SPC NY E     -   1.00000001  x   0.99998591  =   0.99998592
 PG2010!SPC VT       -   1.00000001  x   1.00003666  =   1.00003667
 PG2010!UTM  18      -   1.00000001  x   0.99978798  =   0.99978799
 PG2010
 PG2010:                Primary Azimuth Mark                     Grid Az
 PG2010:SPC NY E     -  DALY USLS                                014 43 38.2
 PG2010:SPC VT       -  DALY USLS                                016 07 03.0
 PG2010:UTM  18      -  DALY USLS                                014 22 46.7
 PG2010
 PG2010|---------------------------------------------------------------------|
 PG2010| PID    Reference Object                     Distance      Geod. Az  |
 PG2010|                                                           dddmmss.s |
 PG2010| PG0655 DALY USLS                           APPROX. 2.0 KM 0152707.8 |
 PG2010|---------------------------------------------------------------------|
 PG2010
 PG2010                          SUPERSEDED SURVEY CONTROL
 PG2010
 PG2010  NAD 83(1996)-  44 01 59.00340(N)    073 27 25.75120(W) AD(       ) 3
 PG2010  NAD 83(1992)-  44 01 59.00254(N)    073 27 25.75099(W) AD(       ) 3
 PG2010  NAD 83(1986)-  44 01 59.01305(N)    073 27 25.75733(W) AD(       ) 3
 PG2010  NAD 27      -  44 01 58.81100(N)    073 27 27.31000(W) AD(       ) 3
 PG2010
 PG2010.Superseded values are not recommended for survey control.
 PG2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2010.See file dsdata.txt to determine how the superseded data were derived.
 PG2010
 PG2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2362876701(NAD 83)
 PG2010_MARKER: DH = HORIZONTAL CONTROL DISK
 PG2010_SETTING: 0 = UNSPECIFIED SETTING
 PG2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2010
 PG2010  HISTORY     - Date     Condition        Report By
 PG2010  HISTORY     - 1930     MONUMENTED       USLS
 PG2010
 PG2010                          STATION DESCRIPTION
 PG2010
 PG2010'DESCRIBED BY US LAKE SURVEY 1930
 PG2010'STATION IS LOCATED ABOUT 1 MILE S OF PORT HENRY, AT THE W SIDE OF THE
 PG2010'ENTRANCE TO BULWAGGA BAY, AND ABOUT 1/4 MILE E OF THE SHORE.  IT IS
 PG2010'ON THE STANDARD OIL COMPANY INTAKE CRIB, 5 FEET FROM THE E SIDE,
 PG2010'AND 6-1/2 FEET FROM THE N SIDE OF THE CRIB.  IT IS 9 FEET ABOVE LOW
 PG2010'WATER (STANDARD LAKE DATUM).
 PG2010'
 PG2010'STATION MARK IS A CROSS ON A STANDARD U.S. LAKE SURVEY DISK WHICH IS
 PG2010'STAMPED 66.  IT IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 PG2010'CRIB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2875 ***********************************************************************
 KU2875  DESIGNATION -  BLANCO
 KU2875  PID         -  KU2875
 KU2875  STATE/COUNTY-  NY/NASSAU
 KU2875  USGS QUAD   -  BAYVILLE (1975)
 KU2875
 KU2875                         *CURRENT SURVEY CONTROL
 KU2875  ___________________________________________________________________
 KU2875* NAD 83(1996)-  40 53 36.72604(N)    073 31 35.82686(W)     ADJUSTED  
 KU2875* NAVD 88     -                                                        
 KU2875  ___________________________________________________________________
 KU2875  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU2875  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KU2875
 KU2875  HORZ ORDER  -  THIRD
 KU2875
 KU2875.The horizontal coordinates were established by classical geodetic methods
 KU2875.and adjusted by the National Geodetic Survey in January 1999..
 KU2875
 KU2875
 KU2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2875
 KU2875.The geoid height was determined by GEOID03.
 KU2875
 KU2875;                    North         East     Units Scale Factor Converg.
 KU2875;SPC NY L     -    80,824.144   339,891.666   MT  0.99999519   +0 18 34.7
 KU2875;SPC NY L     -   265,170.55  1,115,127.91   sFT  0.99999519   +0 18 34.7
 KU2875;SPC CT       -   159,380.227   239,352.565   MT  1.00004510   -0 30 53.8
 KU2875;SPC CT       -   522,899.96    785,275.87   sFT  1.00004510   -0 30 53.8
 KU2875;UTM  18      - 4,527,983.390   624,114.791   MT  0.99978960   +0 57 52.8
 KU2875
 KU2875                          SUPERSEDED SURVEY CONTROL
 KU2875
 KU2875  NAD 83(1996)-  40 53 36.72854(N)    073 31 35.82605(W) AD(       ) 4
 KU2875  NAD 83(1992)-  40 53 36.72626(N)    073 31 35.82681(W) AD(       ) 4
 KU2875  NAD 83(1986)-  40 53 36.72704(N)    073 31 35.82859(W) AD(       ) 4
 KU2875  NAD 27      -  40 53 36.38100(N)    073 31 37.39800(W) AD(       ) 3
 KU2875
 KU2875.Superseded values are not recommended for survey control.
 KU2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2875.See file dsdata.txt to determine how the superseded data were derived.
 KU2875
 KU2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2411527983(NAD 83)
 KU2875_MARKER: 04 = ROCK PINNACLE
 KU2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2875+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1990
 KU2875
 KU2875  HISTORY     - Date     Condition        Report By
 KU2875  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2875  HISTORY     - 19900415 GOOD             NOSAMC
 KU2875
 KU2875                          STATION DESCRIPTION
 KU2875
 KU2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2875'STATION IS A WHITEWASHED ROCK FORMERLY KNOWN AS BLANCO.  IT IS
 KU2875'ON THE S END OF THE W SHORE OF CENTER ISLAND.
 KU2875
 KU2875                          STATION RECOVERY (1990)
 KU2875
 KU2875'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU2875'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 KU2875'OF THE ISLAND ABOUT 1.1 NAUTICAL MILES NORTH OF THE TOWN OF OYSTER BAY
 KU2875'ALONG THE WEST SHORE OF CENTRE ISLAND JUST OFFSHORE IN WEST HARBOR ON
 KU2875'A LARGE PROMINENT ROCK.  THE STATION IS THE PINNACLE HIGH POINT OF THE
 KU2875'ROCK WHICH IS NEAR THE NORTH EDGE OF THE ROCK WHICH WOULD BE TERMED A
 KU2875'LARGE GLACIAL ERRATIC THAT HAS A DIAGONAL STRIKE OF SANDSTONE
 KU2875'STRATIFICATION IN A LATERAL NORTH-SOUTH ORIENTATION WHICH WILL
 KU2875'EVENTUALLY RESULT IN THE PINNACLE BREAKING OFF AND FALLING INTO THE
 KU2875'WATER.  THE ROCK IS VERY PROMINENT AND IS THE LARGEST IN THE VICINITY
 KU2875'AND BEARS ABOUT 4 M (13.1 FT) AT LOW WATER.  BOAT APPROACHES SHOULD BE
 KU2875'ATTEMPTED WITH EXTREME CAUTION DUE TO A NUMBER OF SUBMERGED ROCKS IN
 KU2875'THE VICINITY.  RECOVERED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4617 ***********************************************************************
 LX4617  DESIGNATION -  BLANK
 LX4617  PID         -  LX4617
 LX4617  STATE/COUNTY-  NY/ULSTER
 LX4617  USGS QUAD   -  KINGSTON EAST (1980)
 LX4617
 LX4617                         *CURRENT SURVEY CONTROL
 LX4617  ___________________________________________________________________
 LX4617* NAD 83(1996)-  41 54 52.06992(N)    073 59 02.04282(W)     ADJUSTED  
 LX4617* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LX4617  ___________________________________________________________________
 LX4617  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 LX4617  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX4617
 LX4617  HORZ ORDER  -  THIRD
 LX4617
 LX4617.The horizontal coordinates were established by classical geodetic methods
 LX4617.and adjusted by the National Geodetic Survey in January 1999..
 LX4617
 LX4617.The orthometric height was scaled from a topographic map.
 LX4617
 LX4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4617
 LX4617.The geoid height was determined by GEOID03.
 LX4617
 LX4617;                    North         East     Units Scale Factor Converg.
 LX4617;SPC NY E     -   342,229.097   192,812.211   MT  0.99992255   +0 20 41.2
 LX4617;SPC NY E     - 1,122,796.63    632,584.73   sFT  0.99992255   +0 20 41.2
 LX4617;UTM  18      - 4,640,778.477   584,264.006   MT  0.99968737   +0 40 43.7
 LX4617
 LX4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4617!SPC NY E     -   0.99999999  x   0.99992255  =   0.99992254
 LX4617!UTM  18      -   0.99999999  x   0.99968737  =   0.99968736
 LX4617
 LX4617:                Primary Azimuth Mark                     Grid Az
 LX4617:SPC NY E     -  RONDOUT UNION CONG CH SPIRE              031 08 28.4
 LX4617:UTM  18      -  RONDOUT UNION CONG CH SPIRE              030 48 25.9
 LX4617
 LX4617|---------------------------------------------------------------------|
 LX4617| PID    Reference Object                     Distance      Geod. Az  |
 LX4617|                                                           dddmmss.s |
 LX4617| LX4612 RONDOUT UNION CONG CH SPIRE         APPROX. 1.5 KM 0312909.6 |
 LX4617| LY2417 ULSTER COUNTY TB HOSP TANK          APPROX. 3.0 KM 2741255.2 |
 LX4617| LX4618 KINGSTON TRINITY LUTH CH SPIRE      APPROX. 0.6 KM 3203931.9 |
 LX4617|---------------------------------------------------------------------|
 LX4617
 LX4617                          SUPERSEDED SURVEY CONTROL
 LX4617
 LX4617  NAD 83(1986)-  41 54 52.07085(N)    073 59 02.04202(W) AD(       ) 3
 LX4617  NAD 27      -  41 54 51.73000(N)    073 59 03.55000(W) AD(       ) 3
 LX4617
 LX4617.Superseded values are not recommended for survey control.
 LX4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4617.See file dsdata.txt to determine how the superseded data were derived.
 LX4617
 LX4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8426440778(NAD 83)
 LX4617
 LX4617  HISTORY     - Date     Condition        Report By
 LX4617  HISTORY     - 1934     MONUMENTED       CGS
 LX4617  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4617  HISTORY     - 1942     SEE DESCRIPTION  FAS
 LX4617
 LX4617                          STATION DESCRIPTION
 LX4617
 LX4617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4617'ON E SIDE OF RONDOUT CREEK ON THE CREST OF A HIGH BLUFF 92 METERS
 LX4617'S FROM CENTER LINE OF FOOT OF THE HIGHWAY SUSPENSION BRIDGE ACROSS
 LX4617'RONDOUT CREEK.  THE STATION IS A STANDARD BRASS TOPOGRAPHIC DISK
 LX4617'SET IN A PROMINENT ROCK OUTCROP.  THIS STATION IS ON RAILROAD
 LX4617'PROPERTY AND SURROUNDED BY LARGE OAK AND PINE TREES.
 LX4617
 LX4617                          STATION RECOVERY (1935)
 LX4617
 LX4617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4617'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT DISTANCE TO BRIDGE
 LX4617'IS IN ERROR.  SKETCH SHOWS CORRECT DISTANCE AND LOCATION OF STATION.
 LX4617
 LX4617                          STATION RECOVERY (1942)
 LX4617
 LX4617'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1942 (CE)
 LX4617'REPORT OF CHRIS EMA, CHIEF OF PARTY, FAIRCHILD AERIAL SURVEYS,
 LX4617'INC., DATED 8 AUGUST 1942--
 LX4617'
 LX4617'FAILED TO RECOVER THIS MARK.  FOUND AS EVIDENCE--DRILL HOLE,
 LX4617'BINDING CEMENT, LEFT IN SHAPE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4171 ***********************************************************************
 LX4171  DESIGNATION -  BLAU
 LX4171  PID         -  LX4171
 LX4171  STATE/COUNTY-  NY/ROCKLAND
 LX4171  USGS QUAD   -  NYACK (1979)
 LX4171
 LX4171                         *CURRENT SURVEY CONTROL
 LX4171  ___________________________________________________________________
 LX4171* NAD 83(1996)-  41 04 05.05988(N)    073 56 46.76777(W)     ADJUSTED  
 LX4171* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 LX4171  ___________________________________________________________________
 LX4171  LAPLACE CORR-           7.67  (seconds)                    DEFLEC99
 LX4171  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LX4171
 LX4171  HORZ ORDER  -  SECOND
 LX4171
 LX4171.The horizontal coordinates were established by classical geodetic methods
 LX4171.and adjusted by the National Geodetic Survey in January 1999..
 LX4171
 LX4171.The orthometric height was scaled from a topographic map.
 LX4171
 LX4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4171
 LX4171.The geoid height was determined by GEOID03.
 LX4171
 LX4171;                    North         East     Units Scale Factor Converg.
 LX4171;SPC NY E     -   248,254.239   196,531.088   MT  0.99992664   +0 21 49.5
 LX4171;SPC NY E     -   814,480.78    644,785.74   sFT  0.99992664   +0 21 49.5
 LX4171;SPC NJ       -   248,254.239   196,531.088   MT  0.99992664   +0 21 49.5
 LX4171;SPC NJ       -   814,480.78    644,785.74   sFT  0.99992664   +0 21 49.5
 LX4171;UTM  18      - 4,546,848.555   588,525.192   MT  0.99969645   +0 41 32.1
 LX4171
 LX4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4171!SPC NY E     -   0.99998897  x   0.99992664  =   0.99991561
 LX4171!SPC NJ       -   0.99998897  x   0.99992664  =   0.99991561
 LX4171!UTM  18      -   0.99998897  x   0.99969645  =   0.99968543
 LX4171
 LX4171:                Primary Azimuth Mark                     Grid Az
 LX4171:SPC NY E     -  PERK RESET                               240 24 02.4
 LX4171:SPC NJ       -  PERK RESET                               240 24 02.4
 LX4171:UTM  18      -  PERK RESET                               240 04 19.8
 LX4171
 LX4171|---------------------------------------------------------------------|
 LX4171| PID    Reference Object                     Distance      Geod. Az  |
 LX4171|                                                           dddmmss.s |
 LX4171| LY2531 PERK RESET                          APPROX.12.2 KM 2404551.9 |
 LX4171|---------------------------------------------------------------------|
 LX4171
 LX4171                          SUPERSEDED SURVEY CONTROL
 LX4171
 LX4171  NAD 83(1996)-  41 04 05.06102(N)    073 56 46.76893(W) AD(       ) 2
 LX4171  NAD 83(1992)-  41 04 05.06081(N)    073 56 46.76794(W) AD(       ) 2
 LX4171  NAD 83(1986)-  41 04 05.06169(N)    073 56 46.77146(W) AD(       ) 2
 LX4171  NAD 27      -  41 04 04.71358(N)    073 56 48.28113(W) AD(       ) 2
 LX4171
 LX4171.Superseded values are not recommended for survey control.
 LX4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4171.See file dsdata.txt to determine how the superseded data were derived.
 LX4171
 LX4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8852546849(NAD 83)
 LX4171
 LX4171  HISTORY     - Date     Condition        Report By
 LX4171  HISTORY     - 1935     MONUMENTED       NJGS
 LX4171  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4171
 LX4171                          STATION DESCRIPTION
 LX4171
 LX4171'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935
 LX4171'A COPPER TACK IN THE FLOOR OF THE NE SECTOR OF THE BALCONY OF A
 LX4171'YELLOW STUCCO WATER TANK AND OBSERVATION TOWER BUILT IN THE
 LX4171'FORM OF A LIGHTHOUSE, LOCATED ON THE PROPERTY OF THE INTERSTATE
 LX4171'PARK COMMISSION, E OF STATE ROUTE 303 AND S OF OLD GREENBUSH
 LX4171'ROAD IN THE BOROUGH OF BLAUVELT, NEW YORK.
 LX4171'
 LX4171'THE STATION IS 5.84 FEET W OF THE W CORNER OF THE N SEGMENT
 LX4171'OF TOWER.  2.92 FEET NW OF THE N CORNER OF W SEGMENT OF
 LX4171'TOWER.  AND 3.73 FEET E OF THE N CORNER OF THE W SEGMENT OF THE
 LX4171'BALCONY RAILING.
 LX4171'
 LX4171'REFERENCE MARK NO.1 IS A STANDARD STATE SURVEY DISK, SET IN
 LX4171'A CONCRETE POST LEVEL WITH THE GROUND, STAMPED BLAU R.M. NO.1.
 LX4171'
 LX4171'REFERENCE MARK NO.2 IS A STANDARD STATE SURVEY DISK, SET IN
 LX4171'A CONCRETE POST, LEVEL WITH THE GROUND, AND STAMPED BLAU
 LX4171'R.M. NO.2.
 LX4171'
 LX4171'REFERENCE MARK NO.3 IS A STANDARD STATE SURVEY DISK, SET IN
 LX4171'A CONCRETE POST, LEVEL WITH THE GROUND, AND STAMPED BLAU
 LX4171'R.M. NO.3.
 LX4171'
 LX4171'AZIMUTH MARK IS A STANDARD STATE SURVEY DISK, SET IN CONCRETE
 LX4171'POST, LEVEL WITH THE GROUND AND STAMPED 3817.  IT IS ON THE E
 LX4171'SHOULDER OF NEW YORK STATE HIGHWAY 303, 1,056 FEET (ABOUT) N OF
 LX4171'THE CENTER LINE OF INTERSECTION OF ROUTE 303 AND GREENBUSH
 LX4171'ROAD.  2.80 FEET E OF THE E EDGE OF THE PAVEMENT.
 LX4171'
 LX4171'TO REACH THIS STATION FROM NORTHVALE, N.J., START AT THE
 LX4171'INTERSECTION OF THE NEW YORK-NEW JERSEY STATE LINE, AND NEW YORK
 LX4171'STATE HIGHWAY 303, PROCEED N ON ROUTE 303 FOR 4.0 MILES TO OLD
 LX4171'GREENBUSH ROAD IN BLAUVELT, NEW YORK.  TURN RIGHT, 100 YARDS,
 LX4171'TURN RIGHT AGAIN INTO ROAD GOING UP A HILL MARKED PRIVATE
 LX4171'PROPERTY OF INTERSTATE PARK COMMISSION.  FOLLOW THIS ROAD 0.5
 LX4171'MILE TO END, AT DOOR OF TOWER.  PERMISSION TO BE OBTAINED FROM
 LX4171'THE GROUND CUSTODIAN.
 LX4171'
 LX4171'NOTE--DISTANCES TO REFERENCE MARKS ARE TRIANGULATED FROM
 LX4171'THE GROUND.
 LX4171
 LX4171                          STATION RECOVERY (1964)
 LX4171
 LX4171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JAW)
 LX4171'THE BUILDING ON WHICH THE STATION WAS LOCATED HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0619 ***********************************************************************
 OF0619  DESIGNATION -  BLIND
 OF0619  PID         -  OF0619
 OF0619  STATE/COUNTY-  NY/WAYNE
 OF0619  USGS QUAD   -  FAIR HAVEN (1976)
 OF0619
 OF0619                         *CURRENT SURVEY CONTROL
 OF0619  ___________________________________________________________________
 OF0619* NAD 83(1986)-  43 18 11.     (N)    076 43 18.     (W)     SCALED    
 OF0619* NAVD 88     -        85.774  (meters)     281.41   (feet)  ADJUSTED  
 OF0619  ___________________________________________________________________
 OF0619  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OF0619  DYNAMIC HT  -          85.756 (meters)     281.35  (feet)  COMP
 OF0619  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 OF0619
 OF0619  VERT ORDER  -  FIRST     CLASS II
 OF0619
 OF0619.The horizontal coordinates were scaled from a topographic map and have
 OF0619.an estimated accuracy of +/- 6 seconds.
 OF0619
 OF0619.The orthometric height was determined by differential leveling
 OF0619.and adjusted by the National Geodetic Survey in June 1991..
 OF0619
 OF0619.The geoid height was determined by GEOID03.
 OF0619
 OF0619.The dynamic height is computed by dividing the NAVD 88
 OF0619.geopotential number by the normal gravity value computed on the
 OF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0619.degrees latitude (g = 980.6199 gals.).
 OF0619
 OF0619.The modeled gravity was interpolated from observed gravity values.
 OF0619
 OF0619;                    North         East    Units  Estimated Accuracy
 OF0619;SPC NY C     -   366,850.      238,780.      MT  (+/- 180 meters Scaled)
 OF0619
 OF0619                          SUPERSEDED SURVEY CONTROL
 OF0619
 OF0619  NGVD 29 (??/??/92)   85.99   (m)          282.1    (f) COMPUTED    1 2
 OF0619
 OF0619.Superseded values are not recommended for survey control.
 OF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0619.See file dsdata.txt to determine how the superseded data were derived.
 OF0619
 OF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN603959(NAD 83)
 OF0619_MARKER: Z = SEE DESCRIPTION
 OF0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0619_SP_SET: STEEL ROD
 OF0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0619
 OF0619  HISTORY     - Date     Condition        Report By
 OF0619  HISTORY     - UNK      MONUMENTED       USLS
 OF0619  HISTORY     - 1968     GOOD             NGS
 OF0619
 OF0619                          STATION DESCRIPTION
 OF0619
 OF0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0619'1.2 MI SW FROM FAIR HAVEN.
 OF0619'BLIND IS IN WAYNE COUNTY, NEW YORK, ABOUT 1.2 MILES SOUTHWESTERLY
 OF0619'ON HIGHWAY 104A FROM INTERSECTION OF LAKE AND MAIN STREETS IN FAIR
 OF0619'HAVEN, N.Y., 1.6 MILES NORTH OF THE CROSS ROAD AT DUNCANS CORNERS,
 OF0619'ABOUT 55 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAY 104A AND BLIND
 OF0619'SODUS ROAD, 55 FEET SOUTHEASTERLY OF CENTERLINE OF HIGHWAY 104A,
 OF0619'47.4 FEET SOUTHEAST OF UTILITY POLE NO. 77-A, 38.5 FEET
 OF0619'SOUTHWEST OF 10-
 OF0619'INCH ELM, 25.7 FEET WEST OF NORTHWEST CORNER AND IN LINE WITH NORTH
 OF0619'FACE OF A 6 X 2 FOOT CONCRETE BLOCK ADDITION ATTACHED TO TWO-STORY
 OF0619'GREY SHINGLE DWELLING, 6.4 FEET NORTHWEST OF NORTHWEST CORNER OF
 OF0619'DWELLING, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT ON
 OF0619'TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 18 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2048 ***********************************************************************
 PH2048  DESIGNATION -  BLIND BAY USLS
 PH2048  PID         -  PH2048
 PH2048  STATE/COUNTY-  NY/ST LAWRENCE
 PH2048  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2048
 PH2048                         *CURRENT SURVEY CONTROL
 PH2048  ___________________________________________________________________
 PH2048* NAD 83(1996)-  44 28 37.40608(N)    075 46 44.39892(W)     ADJUSTED  
 PH2048* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2048  ___________________________________________________________________
 PH2048  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 PH2048  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 PH2048
 PH2048  HORZ ORDER  -  THIRD
 PH2048
 PH2048.The horizontal coordinates were established by classical geodetic methods
 PH2048.and adjusted by the National Geodetic Survey in January 1999..
 PH2048
 PH2048.The orthometric height was scaled from a topographic map.
 PH2048
 PH2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2048
 PH2048.The geoid height was determined by GEOID03.
 PH2048
 PH2048;                    North         East     Units Scale Factor Converg.
 PH2048;SPC NY E     -   627,562.869    48,251.841   MT  1.00002728   -0 53 46.2
 PH2048;SPC NY E     - 2,058,929.18    158,306.25   sFT  1.00002728   -0 53 46.2
 PH2048;UTM  18      - 4,925,155.843   438,046.958   MT  0.99964720   -0 32 44.9
 PH2048
 PH2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2048!SPC NY E     -   0.99999327  x   1.00002728  =   1.00002055
 PH2048!UTM  18      -   0.99999327  x   0.99964720  =   0.99964047
 PH2048
 PH2048                          SUPERSEDED SURVEY CONTROL
 PH2048
 PH2048  NAD 83(1986)-  44 28 37.41283(N)    075 46 44.40084(W) AD(       ) 3
 PH2048  NAD 27      -  44 28 37.22200(N)    075 46 45.57200(W) AD(       ) 3
 PH2048
 PH2048.Superseded values are not recommended for survey control.
 PH2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2048.See file dsdata.txt to determine how the superseded data were derived.
 PH2048
 PH2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3804725156(NAD 83)
 PH2048_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH2048_SETTING: 66 = SET IN ROCK OUTCROP
 PH2048_SP_SET: SET IN ROCK OUTCROP
 PH2048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2048+STABILITY: POSITION/ELEVATION WELL
 PH2048
 PH2048  HISTORY     - Date     Condition        Report By
 PH2048  HISTORY     - 1925     MONUMENTED       USLS
 PH2048  HISTORY     - 1957     GOOD             IBC
 PH2048
 PH2048                          STATION DESCRIPTION
 PH2048
 PH2048'DESCRIBED BY US LAKE SURVEY 1925
 PH2048'ABOUT 2-1/2 MILES NORTHEAST OF CHIPPEWA BAY, NEW YORK, ON CHIPPEWA
 PH2048'POINT ON THE SOUTH SHORE LINE OF THE ST LAWRENCE RIVER.  ON THE POINT
 PH2048'ON THE SOUTHWEST SIDE OF THE ENTRANCE TO BLIND BAY.  THE STATION IS
 PH2048'ON A SMALL BLUFF OF ROCK OUTCROP, ABOUT 2-1/2 FEET FROM THE EAST EDGE
 PH2048'AND 16 FEET FROM THE WEST EDGE.  IT IS ABOUT 30 FEET FROM THE WATERS
 PH2048'EDGE TO THE WEST AND 95 FEET SOUTHWEST OF THE END OF THE POINT.  THE
 PH2048'ELEVATION ABOVE LOW WATER DATUM OF THE RIVER IS 14 FEET.
 PH2048'
 PH2048'STATION MARK--A CROSS IN A BRONZE DISK MARKED---U.S. LAKE SURVEY---AND
 PH2048'STAMPED---BLIND BAY, 1925.---THE DISK IS SET IN THE CENTER HOLE OF A
 PH2048'CROSS CUT IN SOLID ROCK THE MARKED THE STATION ESTABLISHED IN 1925.
 PH2048'THERE ARE TWO REFERENCES.  REFERENCE MARK 1 IS A BRONZE DISK SIMILAR
 PH2048'TO THE STATION MARK, BUT BEARING AN ARROW POINTING TOWARD THE STATION,
 PH2048'SET IN SOLID ROCK AT THE END OF THE POINT.  THE SECOND REFERNCE IS AN
 PH2048'18 - INCH JACK PINE TREE.
 PH2048
 PH2048                          STATION RECOVERY (1957)
 PH2048
 PH2048'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2048'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4401 ***********************************************************************
 KV4401  DESIGNATION -  BLISS 1931
 KV4401  PID         -  KV4401
 KV4401  STATE/COUNTY-  NY/KINGS
 KV4401  USGS QUAD   -  JERSEY CITY (1981)
 KV4401
 KV4401                         *CURRENT SURVEY CONTROL
 KV4401  ___________________________________________________________________
 KV4401* NAD 83(1996)-  40 38 58.97290(N)    074 01 22.21198(W)     ADJUSTED  
 KV4401* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4401  ___________________________________________________________________
 KV4401  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KV4401  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4401
 KV4401  HORZ ORDER  -  THIRD
 KV4401
 KV4401.The horizontal coordinates were established by classical geodetic methods
 KV4401.and adjusted by the National Geodetic Survey in January 1999..
 KV4401
 KV4401.The orthometric height was scaled from a topographic map.
 KV4401
 KV4401.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4401
 KV4401.The geoid height was determined by GEOID03.
 KV4401
 KV4401;                    North         East     Units Scale Factor Converg.
 KV4401;SPC NY L     -    53,640.576   298,068.495   MT  1.00000099   -0 00 53.8
 KV4401;SPC NY L     -   175,985.79    977,913.05   sFT  1.00000099   -0 00 53.8
 KV4401;SPC NJ       -   201,761.553   190,354.048   MT  0.99992004   +0 18 39.0
 KV4401;SPC NJ       -   661,946.03    624,519.91   sFT  0.99992004   +0 18 39.0
 KV4401;SPC NY E     -   201,761.553   190,354.048   MT  0.99992004   +0 18 39.0
 KV4401;SPC NY E     -   661,946.03    624,519.91   sFT  0.99992004   +0 18 39.0
 KV4401;UTM  18      - 4,500,332.206   582,615.082   MT  0.99968401   +0 38 11.7
 KV4401
 KV4401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4401!SPC NY L     -   1.00000460  x   1.00000099  =   1.00000559
 KV4401!SPC NJ       -   1.00000460  x   0.99992004  =   0.99992464
 KV4401!SPC NY E     -   1.00000460  x   0.99992004  =   0.99992464
 KV4401!UTM  18      -   1.00000460  x   0.99968401  =   0.99968861
 KV4401
 KV4401:                Primary Azimuth Mark                     Grid Az
 KV4401:SPC NY L     -  NY GRAIN ELEV FLAGPOLE                   032 44 50.8
 KV4401:SPC NJ       -  NY GRAIN ELEV FLAGPOLE                   032 25 18.0
 KV4401:SPC NY E     -  NY GRAIN ELEV FLAGPOLE                   032 25 18.0
 KV4401:UTM  18      -  NY GRAIN ELEV FLAGPOLE                   032 05 45.3
 KV4401
 KV4401|---------------------------------------------------------------------|
 KV4401| PID    Reference Object                     Distance      Geod. Az  |
 KV4401|                                                           dddmmss.s |
 KV4401| KV4403 NY GRAIN ELEV FLAGPOLE              APPROX. 2.5 KM 0324357.0 |
 KV4401| KV4506 FORT WADSWORTH FLAGPOLE             APPROX. 5.7 KM 2085241.0 |
 KV4401| KV4350 ROBBINS REEF LIGHT                  APPROX. 3.7 KM 2831825.4 |
 KV4401| KV4443 GOVERNORS ISLAND SW LIGHT           APPROX. 4.0 KM 3553632.3 |
 KV4401|---------------------------------------------------------------------|
 KV4401
 KV4401                          SUPERSEDED SURVEY CONTROL
 KV4401
 KV4401  NAD 83(1996)-  40 38 58.97281(N)    074 01 22.21219(W) AD(       ) 3
 KV4401  NAD 83(1992)-  40 38 58.97274(N)    074 01 22.21246(W) AD(       ) 3
 KV4401  NAD 83(1986)-  40 38 58.97281(N)    074 01 22.21231(W) AD(       ) 3
 KV4401  NAD 27      -  40 38 58.60300(N)    074 01 23.70600(W) AD(       ) 3
 KV4401
 KV4401.Superseded values are not recommended for survey control.
 KV4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4401.See file dsdata.txt to determine how the superseded data were derived.
 KV4401
 KV4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8261500332(NAD 83)
 KV4401_MARKER: DS = TRIANGULATION STATION DISK
 KV4401_SETTING: 0 = UNSPECIFIED SETTING
 KV4401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4401
 KV4401  HISTORY     - Date     Condition        Report By
 KV4401  HISTORY     - 1931     MONUMENTED       CGS
 KV4401  HISTORY     - 1952     GOOD             CGS
 KV4401
 KV4401                          STATION DESCRIPTION
 KV4401
 KV4401'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4401'THIS STATION IS ON THE BAY RIDGE WATERFRONT, JUST S OF THE BUSH
 KV4401'TERMINAL WAREHOUSES, ATOP THE E.W. BLISS COMPANYS BUILDING F-14
 KV4401'WHICH IS ON THE SW CORNER OF 1ST AVENUE AND 53RD STREET.  IT IS
 KV4401'LOCATED ON THE FLAT ROOF OF THE WATER TOWER.  A PROMINENT SQUARE
 KV4401'(6.77 BY 6.77 METERS) RED-BRICK TOWER RISING APPROXIMATELY 75
 KV4401'FEET ABOVE THE MAIN ROOF OF THIS 7-STORY RED-BRICK FACTORY
 KV4401'BUILDING.  A STEEL FLAGPOLE RISES CENTRALLY FROM THE TOWER
 KV4401'ROOF.
 KV4401'
 KV4401'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4401'STAMPED BLISS -1931 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4401'MONUMENT (SECURED TO THE CONCRETE ROOF BY LAG-SCREWS).  NO
 KV4401'REFERENCE MARKS WERE PLACED.  THE FLAGPOLE WAS USED AS AN
 KV4401'ECCENTRIC SIGNAL.  (SEE DESCRIPTION FOR RECOVERED STATION RED
 KV4401'TOWER-1930.)
 KV4401'
 KV4401'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KV4401'
 KV4401'NORMAL TO N PARAPET (INSIDE WALL) 2.848 METERS.
 KV4401'
 KV4401'NORMAL TO W PARAPET (INSIDE WALL) 1.235 METERS.
 KV4401'
 KV4401'TO NW CORNER OF PARAPET (INSIDE WALL) 3.090 METERS.
 KV4401'
 KV4401'TO SW CORNER OF PARAPET (INSIDE WALL) 3.413 METERS.
 KV4401'
 KV4401'TO NW CORNER LONE HATCH 2.670 METERS.
 KV4401'
 KV4401'TO NE CORNER LONE HATCH 2.515 METERS.
 KV4401'
 KV4401'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR A CENTRAL TRIPOD
 KV4401'SET-UP.  AN OBSERVING PLATFORM IS NOT NECESSARY.
 KV4401
 KV4401                          STATION RECOVERY (1952)
 KV4401
 KV4401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4401'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE--
 KV4401'
 KV4401'THE BUILDING PREVIOUSLY OWNED BY E.W. BLISS IS NOW THE PROPERTY
 KV4401'OF HEARNS DEPARTMENT STORES.  IT IS BEING USED AS A WAREHOUSE.
 KV4401'
 KV4401'ORIGINAL DESCRIPTION OTHERWISE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3573 ***********************************************************************
 KU3573  DESIGNATION -  BLISSVILLE ST RAEPHEL CATH CH
 KU3573  PID         -  KU3573
 KU3573  STATE/COUNTY-  NY/QUEENS
 KU3573  USGS QUAD   -  BROOKLYN (1979)
 KU3573
 KU3573                         *CURRENT SURVEY CONTROL
 KU3573  ___________________________________________________________________
 KU3573* NAD 83(1996)-  40 44 14.10509(N)    073 55 47.58978(W)     ADJUSTED  
 KU3573* NAVD 88     -                                                        
 KU3573  ___________________________________________________________________
 KU3573  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KU3573  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU3573
 KU3573  HORZ ORDER  -  THIRD
 KU3573
 KU3573.The horizontal coordinates were established by classical geodetic methods
 KU3573.and adjusted by the National Geodetic Survey in January 1999..
 KU3573
 KU3573
 KU3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3573
 KU3573.The geoid height was determined by GEOID03.
 KU3573
 KU3573;                    North         East     Units Scale Factor Converg.
 KU3573;SPC NY L     -    63,363.458   305,922.394   MT  0.99999683   +0 02 45.1
 KU3573;SPC NY L     -   207,884.95  1,003,680.39   sFT  0.99999683   +0 02 45.1
 KU3573;SPC NY E     -   211,528.233   198,151.922   MT  0.99992853   +0 22 19.4
 KU3573;SPC NY E     -   693,988.88    650,103.43   sFT  0.99992853   +0 22 19.4
 KU3573;SPC NJ       -   211,528.233   198,151.922   MT  0.99992853   +0 22 19.4
 KU3573;SPC NJ       -   693,988.88    650,103.43   sFT  0.99992853   +0 22 19.4
 KU3573;UTM  18      - 4,510,140.824   590,355.457   MT  0.99970049   +0 41 54.2
 KU3573
 KU3573                          SUPERSEDED SURVEY CONTROL
 KU3573
 KU3573  NAD 83(1996)-  40 44 14.10500(N)    073 55 47.59018(W) AD(       ) 4
 KU3573  NAD 83(1992)-  40 44 14.10411(N)    073 55 47.59086(W) AD(       ) 4
 KU3573  NAD 83(1986)-  40 44 14.10719(N)    073 55 47.58922(W) AD(       ) 4
 KU3573  NAD 27      -  40 44 13.74100(N)    073 55 49.09600(W) AD(       ) 3
 KU3573
 KU3573.Superseded values are not recommended for survey control.
 KU3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3573.See file dsdata.txt to determine how the superseded data were derived.
 KU3573
 KU3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9035510141(NAD 83)
 KU3573_MARKER: 90 = CHURCH SPIRE
 KU3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3573+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 KU3573
 KU3573  HISTORY     - Date     Condition        Report By
 KU3573  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3573  HISTORY     - 1949     GOOD             CGS
 KU3573  HISTORY     - 20040626 GOOD             USPSQD
 KU3573
 KU3573                          STATION DESCRIPTION
 KU3573
 KU3573'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3573'THE PROMINENT SPIRE, E OF THE EAST RIVER, ON A HILL IN THE
 KU3573'BLISSVILLE SECTION OF QUEENS ON THE SW CORNER OF GREENPOINT
 KU3573'AND HUNTERS POINT AVENUES, ATOP THE ST. RAPHAELS CATHOLIC
 KU3573'CHURCH (ERECTED IN 1881), RISING FROM THE W END OF THIS LARGE,
 KU3573'RED-BRICK STRUCTURE.  IT IS A DARK-GREEN, SLATE-SHINGLED
 KU3573'PYRAMIDAL SPIRE SURMOUNTING A SQUARE, RED-BRICK BASE.
 KU3573'
 KU3573'THE STATION IS THE BASE OF THE WHITE CROSS AT THE SPIRE-APEX.
 KU3573
 KU3573                          STATION RECOVERY (1949)
 KU3573
 KU3573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3573'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 KU3573'ADEQUATE.
 KU3573
 KU3573                          STATION RECOVERY (2004)
 KU3573
 KU3573'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 KU3573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4006 ***********************************************************************
 LX4006  DESIGNATION -  BLITHDALE HOME CHILDREN TWR
 LX4006  PID         -  LX4006
 LX4006  STATE/COUNTY-  NY/WESTCHESTER
 LX4006  USGS QUAD   -  OSSINING (1979)
 LX4006
 LX4006                         *CURRENT SURVEY CONTROL
 LX4006  ___________________________________________________________________
 LX4006* NAD 83(1996)-  41 07 31.20012(N)    073 50 16.46148(W)     ADJUSTED  
 LX4006* NAVD 88     -                                                        
 LX4006  ___________________________________________________________________
 LX4006  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 LX4006  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LX4006
 LX4006  HORZ ORDER  -  THIRD
 LX4006
 LX4006.The horizontal coordinates were established by classical geodetic methods
 LX4006.and adjusted by the National Geodetic Survey in January 1999..
 LX4006
 LX4006
 LX4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4006
 LX4006.The geoid height was determined by GEOID03.
 LX4006
 LX4006;                    North         East     Units Scale Factor Converg.
 LX4006;SPC NY E     -   254,676.356   205,594.358   MT  0.99993803   +0 26 07.7
 LX4006;SPC NY E     -   835,550.68    674,520.82   sFT  0.99993803   +0 26 07.7
 LX4006;UTM  18      - 4,553,321.103   597,549.434   MT  0.99971711   +0 45 51.8
 LX4006
 LX4006                          SUPERSEDED SURVEY CONTROL
 LX4006
 LX4006  NAD 83(1996)-  41 07 31.20070(N)    073 50 16.46230(W) AD(       ) 4
 LX4006  NAD 83(1992)-  41 07 31.19948(N)    073 50 16.46260(W) AD(       ) 4
 LX4006  NAD 83(1986)-  41 07 31.20235(N)    073 50 16.46219(W) AD(       ) 4
 LX4006  NAD 27      -  41 07 30.85431(N)    073 50 17.97256(W) AD(       ) 3
 LX4006
 LX4006.Superseded values are not recommended for survey control.
 LX4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4006.See file dsdata.txt to determine how the superseded data were derived.
 LX4006
 LX4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9754953321(NAD 83)
 LX4006
 LX4006  HISTORY     - Date     Condition        Report By
 LX4006  HISTORY     - 1932     MONUMENTED       CGS
 LX4006
 LX4006                          STATION DESCRIPTION
 LX4006
 LX4006'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4006'TRIANGULATION STATION TOWER IS THE VANE ON TOP OF THE BLITHDALE
 LX4006'TOWER WHICH IS A TALL SQUARE FRAME TOWER WITH SHINGLED SIDES
 LX4006'WITH WINDOWS AT THE TOP ON ALL SIDES.  IT IS ON THE PROPERTY OF
 LX4006'THE BLITHDALE HOME FOR CHILDREN AND NEAR THE COUNTY FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4372 ***********************************************************************
 LX4372  DESIGNATION -  BLOCKHOUSE
 LX4372  PID         -  LX4372
 LX4372  STATE/COUNTY-  NY/ORANGE
 LX4372  USGS QUAD   -  WEST POINT (1981)
 LX4372
 LX4372                         *CURRENT SURVEY CONTROL
 LX4372  ___________________________________________________________________
 LX4372* NAD 83(1996)-  41 22 59.18841(N)    073 57 23.33111(W)     ADJUSTED  
 LX4372* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4372  ___________________________________________________________________
 LX4372  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 LX4372  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LX4372
 LX4372  HORZ ORDER  -  THIRD
 LX4372
 LX4372.The horizontal coordinates were established by classical geodetic methods
 LX4372.and adjusted by the National Geodetic Survey in January 1999..
 LX4372
 LX4372.The orthometric height was scaled from a topographic map.
 LX4372
 LX4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4372
 LX4372.The geoid height was determined by GEOID03.
 LX4372
 LX4372;                    North         East     Units Scale Factor Converg.
 LX4372;SPC NY E     -   283,232.902   195,458.816   MT  0.99992542   +0 21 33.6
 LX4372;SPC NY E     -   929,239.95    641,267.80   sFT  0.99992542   +0 21 33.6
 LX4372;UTM  18      - 4,581,812.394   587,252.045   MT  0.99969369   +0 41 23.7
 LX4372
 LX4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4372!SPC NY E     -   1.00000465  x   0.99992542  =   0.99993007
 LX4372!UTM  18      -   1.00000465  x   0.99969369  =   0.99969834
 LX4372
 LX4372:                Primary Azimuth Mark                     Grid Az
 LX4372:SPC NY E     -  HIGH GABLE                               047 27 08.1
 LX4372:UTM  18      -  HIGH GABLE                               047 07 18.0
 LX4372
 LX4372|---------------------------------------------------------------------|
 LX4372| PID    Reference Object                     Distance      Geod. Az  |
 LX4372|                                                           dddmmss.s |
 LX4372| LX4366 HIGH GABLE                          APPROX. 3.1 KM 0474841.7 |
 LX4372| LX4378 PHILLIPS RESET                      APPROX. 1.1 KM 0495837.6 |
 LX4372| CB2785 BLOCKHOUSE RM 2                       5.025 METERS 05525     |
 LX4372| CB2784 BLOCKHOUSE RM 1                       3.480 METERS 16206     |
 LX4372| LX4345 GLENCLYFFE SEM GRN DOME CROSS       APPROX. 1.8 KM 1711148.2 |
 LX4372| LX4315 CLOK                                APPROX. 1.4 KM 2000906.8 |
 LX4372| LX4307 HIGHLAND FALLS LADYCL ACAD STK      APPROX. 1.4 KM 2021743.1 |
 LX4372|---------------------------------------------------------------------|
 LX4372
 LX4372                          SUPERSEDED SURVEY CONTROL
 LX4372
 LX4372  NAD 83(1986)-  41 22 59.18962(N)    073 57 23.33324(W) AD(       ) 3
 LX4372  NAD 27      -  41 22 58.85778(N)    073 57 24.83153(W) AD(       ) 3
 LX4372
 LX4372.Superseded values are not recommended for survey control.
 LX4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4372.See file dsdata.txt to determine how the superseded data were derived.
 LX4372
 LX4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8725281812(NAD 83)
 LX4372
 LX4372  HISTORY     - Date     Condition        Report By
 LX4372  HISTORY     - 1852     MONUMENTED       CGS
 LX4372  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4372  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4372
 LX4372                          STATION DESCRIPTION
 LX4372
 LX4372'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4372'FOUND STATION AS DESCRIBED IN 1905 RECOVERY NOTE.  IT IS ON THE W
 LX4372'BANK OF THE HUDSON RIVER, ON THE FIRST POINT OF LAND S OF WEST
 LX4372'POINT MILITARY ACADEMY.  THIS POINT OF LAND IS ALMOST DIRECTLY
 LX4372'ACROSS THE RIVER FROM THE TOWN OF GARRISON, APPROXIMATELY 350
 LX4372'METERS S OF WEST POINT RAILROAD STATION AND ABOUT 1/2 MILE N OF
 LX4372'HIGHLAND FALLS RAILROAD STATION.
 LX4372'
 LX4372'STATION IS ON THE S END OF THE ABOVE MENTIONED POINT.  THE ROCK
 LX4372'PLACED IN 1905 IS EVEN WITH THE EARTHS SURFACE AND THE STATION WAS
 LX4372'RE-MARKED WITH A STANDARD BRASS DISK STAMPED BLOCKHOUSE
 LX4372'1905.  STATION IS APPROXIMATELY 20 METERS E OF E RAIL OF THE WEST
 LX4372'SHORE RAILROAD AND 3 METERS W OF THE WATERS EDGE.
 LX4372'
 LX4372'TWO STANDARD REFERENCE MARKS STAMPED BLOCKHOUSE 1905, NO.1 AND
 LX4372'NO.2 WERE PLACED IN THE OLD REFERENCE MARKS DESIGNATED A AND B IN
 LX4372'THE 1905 SKETCH.
 LX4372
 LX4372                          STATION RECOVERY (1933)
 LX4372
 LX4372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4372'THIS STATION WAS RECOVERED AS DESCRIBED LAST YEAR BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2556 ***********************************************************************
 MZ2556  DESIGNATION -  BLODGET
 MZ2556  PID         -  MZ2556
 MZ2556  STATE/COUNTY-  NY/ALBANY
 MZ2556  USGS QUAD   -  CLARKSVILLE (1980)
 MZ2556
 MZ2556                         *CURRENT SURVEY CONTROL
 MZ2556  ___________________________________________________________________
 MZ2556* NAD 83(1996)-  42 30 46.94709(N)    073 53 34.65957(W)     ADJUSTED  
 MZ2556* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 MZ2556  ___________________________________________________________________
 MZ2556  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 MZ2556  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ2556
 MZ2556  HORZ ORDER  -  SECOND
 MZ2556
 MZ2556.The horizontal coordinates were established by classical geodetic methods
 MZ2556.and adjusted by the National Geodetic Survey in January 1999..
 MZ2556
 MZ2556.The orthometric height was scaled from a topographic map.
 MZ2556
 MZ2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2556
 MZ2556.The geoid height was determined by GEOID03.
 MZ2556
 MZ2556;                    North         East     Units Scale Factor Converg.
 MZ2556;SPC NY E     -   408,760.610   199,882.730   MT  0.99993060   +0 24 36.8
 MZ2556;SPC NY E     - 1,341,075.43    655,781.92   sFT  0.99993060   +0 24 36.8
 MZ2556;UTM  18      - 4,707,334.862   590,942.711   MT  0.99970176   +0 44 53.3
 MZ2556
 MZ2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2556!SPC NY E     -   0.99995444  x   0.99993060  =   0.99988504
 MZ2556!UTM  18      -   0.99995444  x   0.99970176  =   0.99965621
 MZ2556
 MZ2556:                Primary Azimuth Mark                     Grid Az
 MZ2556:SPC NY E     -  YELLOW PINE RESET                        097 09 56.5
 MZ2556:UTM  18      -  YELLOW PINE RESET                        096 49 40.0
 MZ2556
 MZ2556|---------------------------------------------------------------------|
 MZ2556| PID    Reference Object                     Distance      Geod. Az  |
 MZ2556|                                                           dddmmss.s |
 MZ2556| MZ2077 YELLOW PINE RESET                   APPROX.18.2 KM 0973433.3 |
 MZ2556|---------------------------------------------------------------------|
 MZ2556
 MZ2556                          SUPERSEDED SURVEY CONTROL
 MZ2556
 MZ2556  NAD 83(1996)-  42 30 46.94946(N)    073 53 34.66120(W) AD(       ) 2
 MZ2556  NAD 83(1992)-  42 30 46.95002(N)    073 53 34.66057(W) AD(       ) 2
 MZ2556  NAD 83(1986)-  42 30 46.95012(N)    073 53 34.66071(W) AD(       ) 2
 MZ2556  NAD 27      -  42 30 46.65700(N)    073 53 36.21000(W) AD(       ) 2
 MZ2556
 MZ2556.Superseded values are not recommended for survey control.
 MZ2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2556.See file dsdata.txt to determine how the superseded data were derived.
 MZ2556
 MZ2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9094307335(NAD 83)
 MZ2556
 MZ2556  HISTORY     - Date     Condition        Report By
 MZ2556  HISTORY     - 1859     MONUMENTED       CGS
 MZ2556  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2556  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2556
 MZ2556                          STATION DESCRIPTION
 MZ2556
 MZ2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1859 (EB)
 MZ2556'POINT WAS SECURED WITH A CONE AND CEMENT.  IT IS ON THE EASTERN
 MZ2556'SIDE OF THE HILL AND A WALL OF STONES WAS BUILT SO AS TO EXTEND
 MZ2556'THE PLACE WHICH WAS MADE LEVEL FOR THE INSTRUMENT TENT.
 MZ2556
 MZ2556                          STATION RECOVERY (1934)
 MZ2556
 MZ2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2556'STATION COULD NOT BE FOUND.  ON THE W SIDE OF THE HUDSON RIVER,
 MZ2556'ABOUT 5 MILES NW OF RAVENA ON BLODGET HILL.  HILLTOP WAS SEARCHED
 MZ2556'WITHOUT FINDING ANY TRACE OF SIGNAL.
 MZ2556
 MZ2556                          STATION RECOVERY (1938)
 MZ2556
 MZ2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2556'STATION IS ON SUMMIT OF BLODGET HILL BY AIR LINE ABOUT 5 MILES
 MZ2556'NW OF RAVENA AND 2-3/4 MILES WSW OF SOUTH BETHLEHEM, ON PROPERTY
 MZ2556'OF MR. RAY BLODGET.  THE OLD STATION, A BATTERED BRASS CONE
 MZ2556'1-3/4 INCHES IN DIAMETER SET IN BEDROCK WAS FOUND BY THE
 MZ2556'BUILDING PARTY UNDER A N. Y. S. SURVEY MONUMENT, WHICH WAS
 MZ2556'REMOVED.  A NEW STATION WAS ESTABLISHED OVER THE OLD STATION.
 MZ2556'THE STATION SET IS 9 FEET N OF A TRIANGULAR BLAZE IN 4-INCH
 MZ2556'LEANING TREE, 11 FEET E OF A TRIANGULAR BLAZE IN 8-INCH OAK
 MZ2556'TREE, AND 17 FEET SE OF A TRIANGULAR BLAZE IN 5-INCH OAK
 MZ2556'TREE, AND IS STAMPED BLODGET 1859-1938, AND IS A BRONZE
 MZ2556'DISK SET IN CONCRETE AS DESCRIBED IN NOTE 1A.
 MZ2556'
 MZ2556'NEW REFERENCE MARKS WERE SET.  THEY AND AZIMUTH MARK ARE BRONZE
 MZ2556'DISKS IN CONCRETE AS DESCRIBED IN NOTE 11A.
 MZ2556'
 MZ2556'REFERENCE MARK NO.1 IS STAMPED BLODGET 1859-1938 NO.1 AND IS
 MZ2556'12.010 METERS (39.40 FEET) SSW OF STATION.  REFERENCE MARK NO.2
 MZ2556'IS STAMPED BLODGET 1859 1938 NO.2 AND IS 12.392 METERS (40.66
 MZ2556'FEET) WSW OF STATION.
 MZ2556'
 MZ2556'AZIMUTH MARK IS STAMPED BLODGET NO.3 1859-1938 AND IS
 MZ2556'APPROXIMATELY 350 FEET N OF STATION.
 MZ2556'
 MZ2556'TO REACH STATION FROM RAVENA, TURN W ON N.Y. 143 TO INDIAN FIELD
 MZ2556'AND COEYMANS HOLLOW AND GO 4.7 MILES TO MACADAM T RIGHT (0.15 MILE
 MZ2556'BEYOND BRIDGE IN COEYMANS HOLLOW).  TURN RIGHT AND GO 2.15 MILES
 MZ2556'TO Y LEFT AND T RIGHT.  CONTINUE STRAIGHT AHEAD 0.9 MILE TO DIM
 MZ2556'FARM ROAD LEFT OPPOSITE DRAWBARS AT SW CORNER OF ORCHARD.  END OF
 MZ2556'TRUCK TRAVEL ACCORDING TO OLD DESCRIPTION.  BY USING CHAINS A
 MZ2556'TRUCK MAY BE TAKEN TO STATION BY FOLLOWING OLD FARM ROAD AND
 MZ2556'BLAZED TRAIL TO STATION.  MR. WALTER PAYNE WHO LIVES AT THE
 MZ2556'FOOT OF THE HILL IN THE OLD BLODGET HOUSE HAS A TEAM FOR HIRE.
 MZ2556'MR. JESS WICKHAM WHO WORKS FOR MR. PAYNE KNOWS WAY TO
 MZ2556'STATION.
 MZ2556'
 MZ2556'A 37-FOOT STEEL TOWER IS NECESSARY TO SEE ALL STATIONS EXCEPT
 MZ2556'HALLENBECK 2 WHICH IS VISIBLE AT 25 FEET.  STATION IS AT THE
 MZ2556'NORTHERLY END OF THE SMALL APPROXIMATELY LEVEL SPOT ON THE
 MZ2556'SUMMIT OF THE HILL.
 MZ2556'
 MZ2556'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2555 ***********************************************************************
 MZ2555  DESIGNATION -  BLODGET 2
 MZ2555  PID         -  MZ2555
 MZ2555  STATE/COUNTY-  NY/ALBANY
 MZ2555  USGS QUAD   -  CLARKSVILLE (1980)
 MZ2555
 MZ2555                         *CURRENT SURVEY CONTROL
 MZ2555  ___________________________________________________________________
 MZ2555* NAD 83(1996)-  42 30 56.80248(N)    073 53 43.43448(W)     ADJUSTED  
 MZ2555* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 MZ2555  ___________________________________________________________________
 MZ2555  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 MZ2555  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MZ2555
 MZ2555  HORZ ORDER  -  FIRST
 MZ2555
 MZ2555.The horizontal coordinates were established by classical geodetic methods
 MZ2555.and adjusted by the National Geodetic Survey in January 1999..
 MZ2555
 MZ2555.The orthometric height was scaled from a topographic map.
 MZ2555
 MZ2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2555
 MZ2555.The geoid height was determined by GEOID03.
 MZ2555
 MZ2555;                    North         East     Units Scale Factor Converg.
 MZ2555;SPC NY E     -   409,063.252   199,680.265   MT  0.99993036   +0 24 30.9
 MZ2555;SPC NY E     - 1,342,068.35    655,117.67   sFT  0.99993036   +0 24 30.9
 MZ2555;UTM  18      - 4,707,636.236   590,738.510   MT  0.99970130   +0 44 47.5
 MZ2555
 MZ2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2555!SPC NY E     -   0.99995036  x   0.99993036  =   0.99988072
 MZ2555!UTM  18      -   0.99995036  x   0.99970130  =   0.99965168
 MZ2555
 MZ2555:                Primary Azimuth Mark                     Grid Az
 MZ2555:SPC NY E     -  BLODGET 2 RM 3 AZIMUTH                   018 25 23.8
 MZ2555:UTM  18      -  BLODGET 2 RM 3 AZIMUTH                   018 05 07.2
 MZ2555
 MZ2555|---------------------------------------------------------------------|
 MZ2555| PID    Reference Object                     Distance      Geod. Az  |
 MZ2555|                                                           dddmmss.s |
 MZ2555| DA3040 BLODGET 2 RM 3 AZIMUTH                             0184954.7 |
 MZ2555| MZ2104 BLUE HILL NEAR BEACON               APPROX.37.2 KM 1691217.4 |
 MZ2555| DA3041 BLODGET 2 RM 1                       12.010 METERS 19413     |
 MZ2555| DA3042 BLODGET 2 RM 2                       12.392 METERS 28942     |
 MZ2555| NA2012 HELDERBERG 2=223                    APPROX.15.6 KM 3224803.3 |
 MZ2555|---------------------------------------------------------------------|
 MZ2555
 MZ2555                          SUPERSEDED SURVEY CONTROL
 MZ2555
 MZ2555  NAD 83(1996)-  42 30 56.80564(N)    073 53 43.43398(W) AD(       ) 1
 MZ2555  NAD 83(1992)-  42 30 56.80603(N)    073 53 43.43388(W) AD(       ) 1
 MZ2555  NAD 83(1986)-  42 30 56.80572(N)    073 53 43.43401(W) AD(       ) 1
 MZ2555  NAD 27      -  42 30 56.51900(N)    073 53 44.98600(W) AD(       ) 1
 MZ2555
 MZ2555.Superseded values are not recommended for survey control.
 MZ2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2555.See file dsdata.txt to determine how the superseded data were derived.
 MZ2555
 MZ2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9073907636(NAD 83)
 MZ2555_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2555
 MZ2555  HISTORY     - Date     Condition        Report By
 MZ2555  HISTORY     - 1938     MONUMENTED       CGS
 MZ2555  HISTORY     - 1942     SEE DESCRIPTION  CGS
 MZ2555  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MZ2555
 MZ2555                          STATION DESCRIPTION
 MZ2555
 MZ2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2555'STATION IS ON SUMMIT OF BLODGET HILL BY AIR LINES ABOUT 5 MILES
 MZ2555'NW OF RAVENA AND 2-3/4 MILES WSW OF SOUTH BETHLEHEM, ON
 MZ2555'PROPERTY OF MR. RAY BLODGET.  THE OLD STATION, A BATTERED BRASS
 MZ2555'CONE 1-3/4 INCHES IN DIAMETER SET IN BEDROCK WAS FOUND BY THE
 MZ2555'BUILDING PARTY UNDER A N.Y.S.S. MONUMENT, WHICH WAS REMOVED.  A
 MZ2555'NEW STATION WAS ESTABLISHED OVER THE OLD STATION.  THE STATION
 MZ2555'SET IS 9 FEET N OF A TRIANGULAR BLAZE IN A 4-INCH LEANING TREE,
 MZ2555'11 FEET E OF A TRIANGULAR BLAZE IN AN 8-INCH OAK TREE, AND 17
 MZ2555'FEET SE OF A TRIANGULAR BLAZE IN A 5-INCH OAK TREE.  STATION
 MZ2555'IS STAMPED BLODGET 1859-1938.  (NOTE 1A.)
 MZ2555'
 MZ2555'NEW REFERENCE MARKS WERE SET.
 MZ2555'
 MZ2555'REFERENCE MARK NO.1 (NOTE 11A) IS STAMPED BLODGET 1859-1938
 MZ2555'NO.1 AND IS 12.010 METERS (39.40 FEET) SSW OF STATION.
 MZ2555'
 MZ2555'REFERENCE MARK NO.2 (NOTE 11A) STAMPED BLODGET 1859 1938 NO.2
 MZ2555'IS 12.392 METERS (40.66 FEET) WSW OF STATION.
 MZ2555'
 MZ2555'AZIMUTH MARK (NOTE 11A) STAMPED BLODGET NO.3 1859-1938 IS
 MZ2555'APPROX. 350 FEET N OF STATION.
 MZ2555'
 MZ2555'TO REACH STATION FROM RAVENA TURN W ON STATE ROUTE 143 TO INDIAN
 MZ2555'FIELD AND COEYMANS HOLLOW AND GO 4.7 MILES TO MACADAM T RIGHT
 MZ2555'(0.15 MILE BEYOND BRIDGE IN COEYMANS HOLLOW).  TURN RIGHT AND GO
 MZ2555'2.15 MILES TO Y LEFT AND T RIGHT.  CONTINUE STRAIGHT AHEAD 0.9
 MZ2555'MILE TO DIM FARM ROAD LEFT OPPOSITE DRAWBARS AT SW CORNER OF
 MZ2555'ORCHARD.  END OF TRUCK TRAVEL ACCORDING TO OLD DESCRIPTION.  BY
 MZ2555'USING CHAINS A TRUCK MAY BE TAKEN TO STATION BY FOLLOWING OLD
 MZ2555'FARM ROAD AND BLAZED TRAIL TO STATION.  MR. WALTER PAYNE WHO
 MZ2555'LIVES AT THE FOOT OF HILL IN THE OLD BLODGET HOUSE HAS A TEAM
 MZ2555'FOR HIRE.  MR. JESS WICKHAM WHO WORKS FOR MR. PAYNE KNOWS WAY TO
 MZ2555'STATION.
 MZ2555'
 MZ2555'A 37-FOOT STEEL TOWER IS NECESSARY TO SEE ALL STATIONS EXCEPT
 MZ2555'HALLENBECK 2 WHICH IS VISIBLE AT 25 FEET.  STATION IS AT THE
 MZ2555'NORTHERLY END OF THE SMALL APPROXIMATELY LEVEL SPOT ON THE
 MZ2555'SUMMIT OF THE HILL.
 MZ2555'
 MZ2555'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 MZ2555
 MZ2555                          STATION RECOVERY (1942)
 MZ2555
 MZ2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2555'STATION WAS RECOVERED EXACTLY AS DESCRIBED BY A.P. RATTI IN
 MZ2555'1938.  STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK
 MZ2555'ARE BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 MZ2555'AND 11A.  ALL DISTANCES WERE CHECKED AND FOUND TO BE CORRECT.  A
 MZ2555'DIFFERENCE IN THE DIRECTIONS TO THE AZIMUTH MARK AND THE
 MZ2555'REFERENCE MARKS WAS FOUND AS LISTED BELOW.
 MZ2555
 MZ2555                          STATION RECOVERY (1974)
 MZ2555
 MZ2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 MZ2555'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCES AND ANGLES
 MZ2555'TO REFERENCE MARKS WERE NOT CHECKED.  RM NO.2 IS WNW FROM STATION
 MZ2555'INSTEAD OF WSW.  STATION IS ON PROPERTY OF MR. R. STANTON,
 MZ2555'PONDVIEW FARMS.  THE HILL IS HEAVILY TIMBERED AND VIEW FROM
 MZ2555'STATION IS BLOCKED IN ALL DIRECTIONS.  AZIMUTH MARK IS NOT
 MZ2555'VISIBLE FROM STATION.
 MZ2555'
 MZ2555'STATION MARK IS A STANDARD DISK STAMPED BLODGET 1859 1938, SET
 MZ2555'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4
 MZ2555'INCHES FROM GROUND.  IT IS LOCATED ALONG NORTHERN EDGE OF THE
 MZ2555'HILL, 20 FEET SOUTH FROM EDGE OF SUMMIT, 17 FEET SOUTHEAST OF A
 MZ2555'12-INCH OAK WITH A BLAZED MARK ON IT, AND 21 FEET NORTHEAST OF
 MZ2555'A SECOND 12-INCH OAK WITH BLAZED MARK, AND 5 FEET EAST OF A
 MZ2555'WITNESS POST.
 MZ2555'
 MZ2555'RM NO.1 IS A STANDARD DISK STAMPED BLODGET 2 1859 1938 NO 1,
 MZ2555'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4
 MZ2555'INCHES ABOVE GROUND.
 MZ2555'
 MZ2555'RM NO.2 IS A STANDARD DISK STAMPED BLODGET 2 1859 1938 NO 2,
 MZ2555'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4
 MZ2555'INCHES FROM GROUND.
 MZ2555'
 MZ2555'AZIMUTH MARK IS A STANDARD DISK STAMPED BLODGET NO 3 1859 1938,
 MZ2555'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.
 MZ2555'
 MZ2555'TO REACH STATION FROM SOUTH BETHLEHEM, GO WEST ON N.Y. RTE. 396
 MZ2555'FOR 2.0 MILES TO CALLANANS CORNERS.  TURN LEFT ON BLODGET RD. AND
 MZ2555'GO SOUTH 1.15 MILES TO DIM ROAD RIGHT.  GO NORTHWEST 0.3 MILE TO
 MZ2555'END OF ROAD, THEN WALK SOUTHWEST UP HILL ABOUT 1/2-MILE TO
 MZ2555'SUMMIT AND STATION.
 MZ2555'
 MZ2555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2555'5 MILES NW OF RAVENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2474 ***********************************************************************
 LY2474  DESIGNATION -  BLOOMINGBURG SHAWANGA LODGE TK
 LY2474  PID         -  LY2474
 LY2474  STATE/COUNTY-  NY/SULLIVAN
 LY2474  USGS QUAD   -  WURTSBORO (1976)
 LY2474
 LY2474                         *CURRENT SURVEY CONTROL
 LY2474  ___________________________________________________________________
 LY2474* NAD 83(1996)-  41 34 15.41929(N)    074 27 23.68058(W)     ADJUSTED  
 LY2474* NAVD 88     -                                                        
 LY2474  ___________________________________________________________________
 LY2474  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LY2474  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY2474
 LY2474  HORZ ORDER  -  THIRD
 LY2474
 LY2474.The horizontal coordinates were established by classical geodetic methods
 LY2474.and adjusted by the National Geodetic Survey in January 1999..
 LY2474
 LY2474
 LY2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2474
 LY2474.The geoid height was determined by GEOID03.
 LY2474
 LY2474;                    North         East     Units Scale Factor Converg.
 LY2474;SPC NY E     -   303,951.494   153,621.254   MT  0.99990016   +0 01 43.7
 LY2474;SPC NY E     -   997,214.19    504,005.73   sFT  0.99990016   +0 01 43.7
 LY2474;UTM  18      - 4,602,283.626   545,306.056   MT  0.99962526   +0 21 38.1
 LY2474
 LY2474                          SUPERSEDED SURVEY CONTROL
 LY2474
 LY2474  NAD 83(1986)-  41 34 15.42207(N)    074 27 23.68132(W) AD(       ) 4
 LY2474  NAD 27      -  41 34 15.08500(N)    074 27 25.11200(W) AD(       ) 3
 LY2474
 LY2474.Superseded values are not recommended for survey control.
 LY2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2474.See file dsdata.txt to determine how the superseded data were derived.
 LY2474
 LY2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM4530602284(NAD 83)
 LY2474
 LY2474  HISTORY     - Date     Condition        Report By
 LY2474  HISTORY     - 1942     MONUMENTED       CGS
 LY2474
 LY2474                          STATION DESCRIPTION
 LY2474
 LY2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY2474'SEE STATION MARTIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2426 ***********************************************************************
 MZ2426  DESIGNATION -  BLOOMINGDALE RESET
 MZ2426  PID         -  MZ2426
 MZ2426  STATE/COUNTY-  NY/RENSSELAER
 MZ2426  USGS QUAD   -  TROY SOUTH (1980)
 MZ2426
 MZ2426                         *CURRENT SURVEY CONTROL
 MZ2426  ___________________________________________________________________
 MZ2426* NAD 83(1996)-  42 40 30.54862(N)    073 39 45.03132(W)     ADJUSTED  
 MZ2426* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 MZ2426  ___________________________________________________________________
 MZ2426  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 MZ2426  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ2426
 MZ2426  HORZ ORDER  -  SECOND
 MZ2426
 MZ2426.The horizontal coordinates were established by classical geodetic methods
 MZ2426.and adjusted by the National Geodetic Survey in January 1999..
 MZ2426
 MZ2426.The orthometric height was scaled from a topographic map.
 MZ2426
 MZ2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2426
 MZ2426.The geoid height was determined by GEOID03.
 MZ2426
 MZ2426;                    North         East     Units Scale Factor Converg.
 MZ2426;SPC NY E     -   426,928.434   218,641.838   MT  0.99995795   +0 34 03.7
 MZ2426;SPC NY E     - 1,400,681.04    717,327.43   sFT  0.99995795   +0 34 03.7
 MZ2426;UTM  18      - 4,725,609.168   609,590.077   MT  0.99974776   +0 54 24.1
 MZ2426
 MZ2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2426!SPC NY E     -   0.99997404  x   0.99995795  =   0.99993199
 MZ2426!UTM  18      -   0.99997404  x   0.99974776  =   0.99972181
 MZ2426
 MZ2426|---------------------------------------------------------------------|
 MZ2426| PID    Reference Object                     Distance      Geod. Az  |
 MZ2426|                                                           dddmmss.s |
 MZ2426| DA3044 BLOOMINGDALE RM 1                    14.385 METERS 01634     |
 MZ2426| DA3045 BLOOMINGDALE RM 2                    17.662 METERS 11008     |
 MZ2426| DA3043 BLOOMINGDALE AZ MK                                 2033020.1 |
 MZ2426| MZ2424 TROY APT FLASH GR AND WHITE         APPROX. 3.3 KM 3432531.2 |
 MZ2426|---------------------------------------------------------------------|
 MZ2426
 MZ2426                          SUPERSEDED SURVEY CONTROL
 MZ2426
 MZ2426  NAD 83(1996)-  42 40 30.55097(N)    073 39 45.03216(W) AD(       ) 2
 MZ2426  NAD 83(1996)-  42 40 30.55125(N)    073 39 45.03215(W) AD(       ) 2
 MZ2426  NAD 83(1992)-  42 40 30.55150(N)    073 39 45.03186(W) AD(       ) 2
 MZ2426  NAD 83(1992)-  42 40 30.55177(N)    073 39 45.03196(W) AD(       ) 2
 MZ2426  NAD 83(1986)-  42 40 30.55201(N)    073 39 45.03126(W) AD(       ) 2
 MZ2426  NAD 27      -  42 40 30.26997(N)    073 39 46.60968(W) AD(       ) 2
 MZ2426
 MZ2426.Superseded values are not recommended for survey control.
 MZ2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2426.See file dsdata.txt to determine how the superseded data were derived.
 MZ2426
 MZ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0959025609(NAD 83)
 MZ2426_MARKER: Z = SEE DESCRIPTION
 MZ2426_SETTING: 0 = UNSPECIFIED SETTING
 MZ2426
 MZ2426  HISTORY     - Date     Condition        Report By
 MZ2426  HISTORY     - 1860     MONUMENTED       CGS
 MZ2426  HISTORY     - 1934     GOOD             CGS
 MZ2426  HISTORY     - 1942     SEE DESCRIPTION  CGS
 MZ2426  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 MZ2426
 MZ2426                          STATION DESCRIPTION
 MZ2426
 MZ2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (EB)
 MZ2426'ON LAND OF J. BLOOMINGDALE ABOUT 2 MILES NE OF DEFROSTVILLE.
 MZ2426'
 MZ2426'POLE AND TIN CAN - SECURED WITH IRON CONE AND CEMENT.  A CIRCLE OF
 MZ2426'STONES ABOUT 7 FEET IN DIAMETER IN A TRENCH 12 INCHES BELOW SURFACE.
 MZ2426
 MZ2426                          STATION RECOVERY (1934)
 MZ2426
 MZ2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2426'ON THE E SIDE OF THE HUDSON RIVER, 4 MILES NE OF RENSSELAER
 MZ2426'AND 2-1/2 MILES ESE OF THE RIVER ON A PROMINENT 640-FT. HILL,
 MZ2426'1-1/4 MILES E OF U.S. HIGHWAY NO. 4 ON THE SNYDERS LAKE ROAD,
 MZ2426'ON THE SOUTHEASTERLY OF 3 PEAKS OF THE HILL.  HILL IS CLEARED.
 MZ2426'
 MZ2426'N.Y.S.S. GRANITE MONUMENT SEWARD NO. 187 WAS FOUND IN GOOD
 MZ2426'CONDITION.  THE N.Y.S.S. REPORT OF 1887 GIVES BLOOMINGDALE AS 2.40
 MZ2426'METERS, N 30 DEG 55 MIN W, FROM S.S. SEWARD.  NO DIGGING WAS
 MZ2426'DONE FOR THE C.S. MARK AS THIS INFORMATION WAS NOT AVAILABLE AT
 MZ2426'THE TIME THE STATION WAS VISITED.
 MZ2426
 MZ2426                          STATION RECOVERY (1942)
 MZ2426
 MZ2426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2426'STATION WAS FOUND AS DESCRIBED AND IN VERY GOOD CONDITION.  THE
 MZ2426'IRON CONE WAS FOUND ABOUT 1.0 FOOT UNDERGROUND.  A STANDARD
 MZ2426'DISK WAS SET IN CENTER OF THE IRON PIPE BY THIS PARTY.  THE
 MZ2426'DISK IS STAMPED BLOOMINGDALE 1942.  TWO NEW REFERENCE MARKS
 MZ2426'AND AN AZIMUTH MARK WERE SET BY THIS PARTY AS DESCRIBED BELOW.
 MZ2426'THE N.Y.S.S. GRANITE MONUMENT SEWARD NO. 187 WAS FOUND LEANING
 MZ2426'BADLY AND NO TRAVERSE CONNECTION WAS MADE.
 MZ2426'
 MZ2426'REFERENCE MARK NO. 1 IS 47.20 FEET, 14.385 METERS NW OF THE
 MZ2426'STATION.  THE DISK IS STAMPED BLOOMINGDALE NO. 1, 1942.
 MZ2426'
 MZ2426'REFERENCE MARK NO. 2 IS 57.95 FEET, 17.662 METERS NE OF THE
 MZ2426'STATION.  THE DISK IS STAMPED BLOOMINGDALE NO. 2, 1942.
 MZ2426'
 MZ2426'AZIMUTH MARK IS ABOUT 0.35 MILE S OF THE STATION, 20 FEET N
 MZ2426'OF THE CENTER OF THE ROAD AND 4.0 FEET NE OF A REFERENCE POST.  THE
 MZ2426'DISK IS STAMPED BLOOMINGDALE 1942.
 MZ2426'
 MZ2426'TO REACH THE AZIMUTH MARK FROM THE STATION GO S TO THE DIRT
 MZ2426'ROAD AND AZIMUTH MARK ON THE N SIDE OF THE ROAD.
 MZ2426
 MZ2426                          STATION RECOVERY (1982)
 MZ2426
 MZ2426'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (WD)
 MZ2426'GRANITE MONUMENT MARKED NYSS 187 WAS FOUND LYING ON SURFACE.  AZIMUTH
 MZ2426'MARKS DATED 1942 AND NUMBERED 1 AND 2 WERE FOUND TO BE IN GOOD
 MZ2426'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1040 ***********************************************************************
 PH1040  DESIGNATION -  BLUE
 PH1040  PID         -  PH1040
 PH1040  STATE/COUNTY-  NY/ST LAWRENCE
 PH1040  USGS QUAD   -  WADDINGTON (1964)
 PH1040
 PH1040                         *CURRENT SURVEY CONTROL
 PH1040  ___________________________________________________________________
 PH1040* NAD 83(1986)-  44 50 47.     (N)    075 14 26.     (W)     SCALED    
 PH1040* NAVD 88     -        89.469  (meters)     293.53   (feet)  ADJUSTED  
 PH1040  ___________________________________________________________________
 PH1040  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 PH1040  DYNAMIC HT  -          89.466 (meters)     293.52  (feet)  COMP
 PH1040  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 PH1040
 PH1040  VERT ORDER  -  FIRST     CLASS 0
 PH1040
 PH1040.The horizontal coordinates were scaled from a topographic map and have
 PH1040.an estimated accuracy of +/- 6 seconds.
 PH1040
 PH1040.The orthometric height was determined by differential leveling
 PH1040.and adjusted by the National Geodetic Survey in June 1991..
 PH1040
 PH1040.The geoid height was determined by GEOID03.
 PH1040
 PH1040.The dynamic height is computed by dividing the NAVD 88
 PH1040.geopotential number by the normal gravity value computed on the
 PH1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1040.degrees latitude (g = 980.6199 gals.).
 PH1040
 PH1040.The modeled gravity was interpolated from observed gravity values.
 PH1040
 PH1040;                    North         East    Units  Estimated Accuracy
 PH1040;SPC NY E     -   668,070.       91,460.      MT  (+/- 180 meters Scaled)
 PH1040
 PH1040                          SUPERSEDED SURVEY CONTROL
 PH1040
 PH1040  NGVD 29 (??/??/92)   89.60   (m)          294.0    (f) COMPUTED    1 0
 PH1040
 PH1040.Superseded values are not recommended for survey control.
 PH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1040.See file dsdata.txt to determine how the superseded data were derived.
 PH1040
 PH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ809659(NAD 83)
 PH1040_MARKER: Z = SEE DESCRIPTION
 PH1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1040_SP_SET: ROD
 PH1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1040
 PH1040  HISTORY     - Date     Condition        Report By
 PH1040  HISTORY     - UNK      MONUMENTED       USLS
 PH1040  HISTORY     - 1969     GOOD             USLS
 PH1040
 PH1040                          STATION DESCRIPTION
 PH1040
 PH1040'DESCRIBED BY US LAKE SURVEY 1969
 PH1040'16.3 MI NE FROM OGDENSBURG.
 PH1040'IS IN ST. LAWRENCE COUNTY, NEW YORK, 16.3 MILES DOWNRIVER FROM THE
 PH1040'INTERSECTION OF HIGHWAYS 37 AND 87 JUST SOUTHEAST OF OGDENSBURG, ABOUT
 PH1040'1.0 MILES SOUTHEAST OF INTERSECTION OF HIGHWAYS 37 AND 37A, 156.2 FEET
 PH1040'NORTHEAST OF UTILITY POLE NO. 273, 110 FEET NORTHWEST OF CENTERLINE OF
 PH1040'HIGHWAY 37, 33.5 FEET WEST OF SOUTHWEST CORNER OF TWO STORY FRAME
 PH1040'DWELLING, 24.6 FEET SOUTH OF NORTHWEST CORNER AND 3.0 FEET SOUTHWEST
 PH1040'OF SOUTHWEST CORNER OF ATTACHED GARAGE, 1/2 FOOT BELOW THE GROUND
 PH1040'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 PH1040'COPPER-COATED STEEL ROD, 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1728 ***********************************************************************
 OE1728  DESIGNATION -  BLUE
 OE1728  PID         -  OE1728
 OE1728  STATE/COUNTY-  NY/HAMILTON
 OE1728  USGS QUAD   -  
 OE1728
 OE1728                         *CURRENT SURVEY CONTROL
 OE1728  ___________________________________________________________________
 OE1728* NAD 83(1996)-  43 52 20.62609(N)    074 24 03.35730(W)     ADJUSTED  
 OE1728* NAVD 88     -      1146.6    (meters)    3762.     (feet)  VERTCON   
 OE1728  ___________________________________________________________________
 OE1728  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 OE1728  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE1728
 OE1728  HORZ ORDER  -  FIRST
 OE1728
 OE1728.The horizontal coordinates were established by classical geodetic methods
 OE1728.and adjusted by the National Geodetic Survey in January 1999..
 OE1728
 OE1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1728
 OE1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1728
 OE1728.The geoid height was determined by GEOID03.
 OE1728
 OE1728;                    North         East     Units Scale Factor Converg.
 OE1728;SPC NY E     -   559,591.314   157,962.034   MT  0.99990078   +0 04 07.2
 OE1728;SPC NY E     - 1,835,925.84    518,247.11   sFT  0.99990078   +0 04 07.2
 OE1728;UTM  18      - 4,857,874.716   548,132.552   MT  0.99962849   +0 24 54.7
 OE1728
 OE1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1728!SPC NY E     -   0.99982468  x   0.99990078  =   0.99972548
 OE1728!UTM  18      -   0.99982468  x   0.99962849  =   0.99945324
 OE1728
 OE1728|---------------------------------------------------------------------|
 OE1728| PID    Reference Object                     Distance      Geod. Az  |
 OE1728|                                                           dddmmss.s |
 OE1728| CZ7500 BLUE RM 1                            13.764 METERS 02028     |
 OE1728| CZ7501 BLUE RM 2                            22.593 METERS 07617     |
 OE1728| OE1729 BLUE MOUNTAIN LOOKOUT TOWER           2.433 METERS 17556     |
 OE1728| OE1722 SNOWY MOUNTAIN LOOKOUT TOWER        APPROX.19.2 KM 1763405.6 |
 OE1728| OE1837 WAKELY MTN LOT                      APPROX.17.7 KM 2111620.3 |
 OE1728| OE1730 OWLS HEAD                           APPROX.12.0 KM 3191830.7 |
 OE1728| OE1726 BLUE NYSS                             8.844 METERS 34556     |
 OE1728| OE1727 BLUE USGS                             8.862 METERS 34626     |
 OE1728|---------------------------------------------------------------------|
 OE1728
 OE1728                          SUPERSEDED SURVEY CONTROL
 OE1728
 OE1728  NAD 83(1986)-  43 52 20.63201(N)    074 24 03.35753(W) AD(       ) 1
 OE1728  NAD 27      -  43 52 20.40906(N)    074 24 04.79055(W) AD(       ) 1
 OE1728  NGVD 29 (07/19/86) 1146.7    (m)         3762.     (f) VERT ANG       
 OE1728
 OE1728.Superseded values are not recommended for survey control.
 OE1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1728.See file dsdata.txt to determine how the superseded data were derived.
 OE1728
 OE1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP4813357875(NAD 83)
 OE1728
 OE1728  HISTORY     - Date     Condition        Report By
 OE1728  HISTORY     - 1942     MONUMENTED       CGS
 OE1728  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1728  HISTORY     - 1975     GOOD             NGS
 OE1728  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1728  HISTORY     - 19990801 GOOD             USPSQD
 OE1728
 OE1728                          STATION DESCRIPTION
 OE1728
 OE1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OE1728'THE STATION IS LOCATED ON THE SUMMIT OF BLUE MOUNTAIN, A
 OE1728'PROMINENT AND WELL KNOWN MOUNTAIN, ABOUT 2.5 MILES NE OF THE
 OE1728'VILLAGE OF BLUE MOUNTAIN LAKE.  IT IS A BRONZE DISK SET IN A
 OE1728'DRILL HOLE IN SOLID ROCK ALONGSIDE OF THE N SIDE OF THE BLUE
 OE1728'MOUNTAIN LOOKOUT TOWER.  THE DISK IS FLUSH WITH THE ROCK AND IS
 OE1728'STAMPED BLUE 1942.
 OE1728'
 OE1728'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 OE1728'SOLID ROCK N OF THE STATION.  IT IS STAMPED BLUE NO.1 1942.
 OE1728'
 OE1728'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 OE1728'SOLID ROCK ENE OF THE STATION.  IT IS STAMPED BLUE NO.2 1942.
 OE1728'
 OE1728'DUE TO HEAVY TIMBER NO AZIMUTH MARK WAS SET FOR THIS STATION.
 OE1728'
 OE1728'A TRAVERSE CONNECTION WAS MADE TO A U.S.G.S. STATION.  IT IS A
 OE1728'COPPER BOLT ABOUT 1 INCH IN DIAMETER AND IS SET IN THE SOLID
 OE1728'ROCK NNW OF THE STATION.  THE TOP OF THE BOLT HAS BEEN
 OE1728'BATTERED AND ONLY THE LETTERS U.S.G.S. WERE LEGIBLE.
 OE1728'
 OE1728'A TRAVERSE CONNECTION WAS MADE TO A NEW YORK STATE SURVEY
 OE1728'STATION.  IT IS SET IN THE SOLID ROCK NNW OF THE STATION AND
 OE1728'ABOUT 6 INCHES FROM THE U.S.G.S. COPPER BOLT.  IT IS MARKED BY
 OE1728'A 2-INCH DISK SET ABOUT 1.5 INCHES BELOW THE SURFACE OF THE
 OE1728'ROCK.  THE FACE OF THE DISK HAS BEEN BATTERED AND ONLY THE
 OE1728'WORDS NEW YORK STATE ADIRONDACK ARE LEGIBLE.
 OE1728'
 OE1728'THE DISTANCE AND DIRECTION WERE MEASURED TO THE CENTER OF THE
 OE1728'RANGE FINDER IN THE BLUE MOUNTAIN LOOKOUT TOWER.  THE LOOKOUT
 OE1728'TOWER IS ABOUT 50 FEET TALL WITH A GLASS-ENCLOSED CAB AT THE
 OE1728'TOP.  A STANDARD FOREST SERVICE RANGE FINDER TABLE IS IN THE
 OE1728'CENTER OF THE CAB.
 OE1728'
 OE1728'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28
 OE1728'AND 10 AT THE VILLAGE OF BLUE MOUNTAIN LAKE, GO NORTHERLY ON
 OE1728'STATE HIGHWAY 10 FOR 0.9 MILE TO A SIGN ON THE RIGHT BLUE MTN.
 OE1728'TRAIL AND THE END OF TRUCK TRAVEL.  FROM HERE PROCEED ON FOOT ON
 OE1728'GOOD TRAIL ABOUT 2-1/2 MILES TO THE TOP AND STATION.  IT IS
 OE1728'ABOUT A 2-HOUR PACK.
 OE1728'
 OE1728'A 24-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT STATION OWLS HEAD
 OE1728'1942.
 OE1728'
 OE1728'A 16-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION BIG BROOK
 OE1728'(U.S.G.S.).
 OE1728'
 OE1728'AN 8-FOOT STAND WILL SEE A 40-FOOT LIGHT AT STATION KEMPSHALL
 OE1728'1942.
 OE1728'
 OE1728'A 16-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT STATION GOODNOW.
 OE1728'
 OE1728'A 30-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION MINNOW
 OE1728'(U.S.G.S.).
 OE1728'
 OE1728'A 4-FOOT STAND WILL SEE A 30-FOOT LIGHT AT STATION
 OE1728'VANDERWHACKER.
 OE1728'
 OE1728'AN 8-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION LITTLE
 OE1728'PISGAH (U.S.G.S.).
 OE1728'
 OE1728'A 16-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION MC GINN
 OE1728'(U.S.G.S.).
 OE1728'
 OE1728'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 OE1728
 OE1728                          STATION RECOVERY (1974)
 OE1728
 OE1728'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1728'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 OE1728'CONDITION.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE
 OE1728'NOT CHECKED.  BLUE (USGS) AND A STATE SURVEY MARK, DESCRIBED IN
 OE1728'1942 WERE ALSO RECOVERED AS DESCRIBED.  VIEW FROM STATION IS
 OE1728'OPEN FROM NORTHWEST TO NORTH, AND DISTANT PEAKS ARE VISIBLE IN
 OE1728'OTHER DIRECTIONS.  STATION OWLS HEAD IS VISIBLE FROM THE GROUND.
 OE1728'
 OE1728'STATION MARK IS A STANDARD DISK STAMPED BLUE 1942, CEMENTED IN
 OE1728'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 7 FEET
 OE1728'NORTHEAST OF NORTHWEST LEG OF THE FIRE TOWER AND 6 FEET
 OE1728'NORTHWEST OF THE NORTHEAST LEG.
 OE1728'
 OE1728'RM NO.1 IS A STANDARD DISK STAMPED BLUE NO 1 1942, CEMENTED IN
 OE1728'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 45 FEET
 OE1728'NORTH-NORTHEAST OF NORTHEAST LEG OF THE FIRE TOWER, 43.4 FEET
 OE1728'NORTHWEST OF NORTH CORNER OF AN ALUMINUM SHED, 66 FEET
 OE1728'NORTHWEST OF RM 2, AND 27.2 FEET WEST OF THE STATE SURVEY DISK.
 OE1728'
 OE1728'RM NO.2 IS A STANDARD DISK STAMPED BLUE NO 2 1942, CEMENTED IN
 OE1728'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 40 FEET
 OE1728'NORTHEAST OF THE NORTH CORNER OF THE ALUMINUM SHED AND 36 FEET
 OE1728'NORTH OF EAST CORNER OF THE SHED.
 OE1728'
 OE1728'THE STATE SURVEY MARK IS A 2 INCH METAL DISK SET IN A DRILL
 OE1728'HOLE IN BEDROCK, 29.3 FEET NORTH OF THE STATION MARK AND
 OE1728'27.2 FEET WEST OF RM 1.  THE DISK HAS BEEN BATTERED AND
 OE1728'STAMPING IS NOT LEGIBLE.
 OE1728'
 OE1728'BLUE (USGS) IS A 1 INCH, COPPER BOLT SET IN A DRILL HOLE IN
 OE1728'BEDROCK, WITH USGS STAMPED IN THE TOP.  IT IS ABOUT 6 INCHES
 OE1728'EAST OF THE STATE SURVEY DISK.
 OE1728'
 OE1728'TO REACH STATION FROM THE JUNCTION OF N.Y. RTES. 28 AND 30 IN
 OE1728'BLUE MOUNTAIN LAKE, GO NORTH ON N.Y. RTE. 30 FOR 0.9 MILE TO
 OE1728'SIGN ON RIGHT BLUE MTN TRAIL.  FROM HERE PACK EASTERLY ON GOOD
 OE1728'TRAIL ABOUT 2-1/2 MILES TO STATION AT THE BLUE MTN. LOOKOUT
 OE1728'TOWER.
 OE1728
 OE1728                          STATION RECOVERY (1975)
 OE1728
 OE1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1728'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 OE1728'DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT CHECKED.  BLUE
 OE1728'(USGS) AND A STATE SURVEY MARK, DESCRIBED IN 1942, WERE ALSO
 OE1728'RECOVERED AS DESCRIBED.  VIEW FROM STATION IS OPEN FROM
 OE1728'NORTHWEST TO NORTH, AND DISTANCE PEAKS ARE VISIBLE IN OTHER
 OE1728'DIRECTIONS.  STATION OWLS HEAD IS VISIBLE FROM THE GROUND.
 OE1728'
 OE1728'STATION IS LOCATED ON THE SUMMIT OF BLUE MOUNTAIN, 7 FEET NORTHEAST
 OE1728'OF NORTHWEST LEG OF THE LOOKOUT TOWER AND 6 FEET NORTHWEST OF THE
 OE1728'NORTHEAST LEG.  STATION MARK IS A STANDARD DISK STAMPED BLUE 1942,
 OE1728'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 OE1728'
 OE1728'RM NO. 1 IS A STANDARD DISK STAMPED BLUE NO 1 1942, CEMENTED IN
 OE1728'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 45 FEET
 OE1728'NORTH-NORTHEAST OF NORTHEAST LEG OF THE LOOKOUT TOWER, 43.4 FEET
 OE1728'NORTHWEST OF NORTH CORNER OF AN ALUMINUM SHED, 66 FEET NORTHWEST
 OE1728'OF RM 2, AND 27.2 FEET WEST OF THE STATE SURVEY DISK.
 OE1728'
 OE1728'RM NO. 2 IS A STANDARD DISK STAMPED BLUE NO 2 1942, CEMENTED IN A
 OE1728'DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 40 FEET NORTHEAST
 OE1728'OF THE NORTH CORNER OF THE ALUMINUM SHED AND 36 FEET NORTH OF EAST
 OE1728'CORNER OF THE SHED.
 OE1728'
 OE1728'THE STATE SURVEY MARK IS A 2-INCH METAL DISK SET IN A DRILL HOLE IN
 OE1728'BEDROCK, 29.3 FEET NORTH OF THE STATION MARK AND 27.2 FEET WEST OF
 OE1728'RM 1.  THE DISK HAS BEEN BATTERED AND THE STAMPING IS NOT LEGIBLE.
 OE1728'
 OE1728'BLUE (USGS) IS A 1-INCH COPPER BOLT SET IN A DRILL HOLE IN BEDROCK,
 OE1728'WITH USGS STAMPED IN THE TOP OF THE BOLT.  IT IS ABOUT 6 INCHES EAST
 OE1728'OF THE STATE SURVEY DISK.
 OE1728'
 OE1728'TO REACH STATION FROM THE JUNCTION OF NY RTES. 28 AND 30 IN BLUE
 OE1728'MOUNTAIN LAKE, GO NORTH ON NY RTE. 30 FOR 0.9 MILE TO SIGN ON RIGHT
 OE1728'BLUE MTN TRAIL.  FROM HERE PACK EASTERLY ON GOOD TRAIL FOR ABOUT
 OE1728'2-1/2 MILES TO STATION AT THE BLUE MTN. LOOKOUT TOWER.
 OE1728'
 OE1728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NE OF
 OE1728'BLUE MOUNTAIN LAKE.
 OE1728
 OE1728                          STATION RECOVERY (1976)
 OE1728
 OE1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1728'THE STATION, REFERENCE MARKS 1, 2, BLUE USGS, BLUE NYSS AND THE
 OE1728'BLUE MTN LOT WERE RECOVERED IN GOOD CONDITION. USING REFERENCE
 OE1728'MARK 2 AS THE INITIAL, THE DIRECTION TO REFERENCE MARK 1, BLUE
 OE1728'USGS AND BLUE NYSS CHECKED THE 1942 DATA.  THE DIRECTION TO THE
 OE1728'LOOKOUT TOWER DIFFERED BY 5 DEGREES, 5 MINUTES, HOWEVER THIS
 OE1728'OBJECT IS SO CLOSE ONLY 1 POSITION USING THE FINDERS OF THE
 OE1728'INSTRUMENT WAS TAKEN.  THE TRAVERSE DISTANCES TO BLUE USGS AND
 OE1728'BLUE NYSS DIFFERED BY 0.011 METER AND 0.006 METER SHORTER,
 OE1728'RESPECTIVELY, THAN THE 1942 DATA.  THE DISTANCE TO REFERENCE
 OE1728'MARK 1 WAS FOUND TO BE LONGER BY 0.286 METER, OR 0.94 FEET,
 OE1728'WHILE THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LESS
 OE1728'BY 0.021 METER OR 0.07 FOOT.  THE DISTANCE TO THE LOOKOUT
 OE1728'TOWER WAS NOTED TO BE LESS BY 0.160 METER OR 0.53 FOOT.
 OE1728'
 OE1728'DUE TO LIMITATIONS ON BUILDING A TOWER AND VISIBILTY
 OE1728'REQUIREMENTS, A TOWER WAS PLACED OVER BLUE USGS AND THAT STATION
 OE1728'OCCUPIED THIS DATE.  FOR A NEW AND COMPLETE DESCRIPTION SEE THE
 OE1728'DESCRIPTION THEREOF.
 OE1728'
 OE1728'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OE1728'NO DISTANCE OBJECTS WERE OBSERVED UPON.
 OE1728'THE DISTANCES TO BLUE USGS AND BLUE NYSS ARE PRECISE
 OE1728'TRAVERSES.
 OE1728'
 OE1728'DESCRIBED BY K.R. WALLACE
 OE1728
 OE1728                          STATION RECOVERY (1999)
 OE1728
 OE1728'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1745 ***********************************************************************
 PH1745  DESIGNATION -  BLUE
 PH1745  PID         -  PH1745
 PH1745  STATE/COUNTY-  NY/FRANKLIN
 PH1745  USGS QUAD   -  LAKE OZONIA (1964)
 PH1745
 PH1745                         *CURRENT SURVEY CONTROL
 PH1745  ___________________________________________________________________
 PH1745* NAD 83(1996)-  44 32 27.80906(N)    074 30 02.29456(W)     ADJUSTED  
 PH1745* NAVD 88     -       764.5    (meters)    2508.     (feet)  VERTCON   
 PH1745  ___________________________________________________________________
 PH1745  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 PH1745  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 PH1745
 PH1745  HORZ ORDER  -  SECOND
 PH1745
 PH1745.The horizontal coordinates were established by classical geodetic methods
 PH1745.and adjusted by the National Geodetic Survey in January 1999..
 PH1745
 PH1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1745
 PH1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1745
 PH1745.The geoid height was determined by GEOID03.
 PH1745
 PH1745;                    North         East     Units Scale Factor Converg.
 PH1745;SPC NY E     -   633,878.340   149,949.350   MT  0.99990000   -0 00 01.6
 PH1745;SPC NY E     - 2,079,649.19    491,958.83   sFT  0.99990000   -0 00 01.6
 PH1745;UTM  18      - 4,932,091.085   539,670.344   MT  0.99961935   +0 21 01.0
 PH1745
 PH1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1745!SPC NY E     -   0.99988473  x   0.99990000  =   0.99978474
 PH1745!UTM  18      -   0.99988473  x   0.99961935  =   0.99950412
 PH1745
 PH1745:                Primary Azimuth Mark                     Grid Az
 PH1745:SPC NY E     -  RICE                                     104 43 28.7
 PH1745:UTM  18      -  RICE                                     104 22 26.1
 PH1745
 PH1745|---------------------------------------------------------------------|
 PH1745| PID    Reference Object                     Distance      Geod. Az  |
 PH1745|                                                           dddmmss.s |
 PH1745| PH1584 RICE                                APPROX.12.5 KM 1044327.1 |
 PH1745| CZ7502 BLUE RM 1                            19.891 METERS 21223     |
 PH1745| PH1747 BLUE USGS 1963                        8.718 METERS 30614     |
 PH1745| PH1746 AZURE MOUNTAIN LOOKOUT TOWER          7.494 METERS 31011     |
 PH1745|---------------------------------------------------------------------|
 PH1745
 PH1745                          SUPERSEDED SURVEY CONTROL
 PH1745
 PH1745  NAD 83(1986)-  44 32 27.81653(N)    074 30 02.29686(W) AD(       ) 2
 PH1745  NAD 27      -  44 32 27.59254(N)    074 30 03.68844(W) AD(       ) 2
 PH1745  NGVD 29 (07/19/86)  764.6    (m)         2509.     (f) VERT ANG       
 PH1745
 PH1745.Superseded values are not recommended for survey control.
 PH1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1745.See file dsdata.txt to determine how the superseded data were derived.
 PH1745
 PH1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3967032091(NAD 83)
 PH1745_MARKER: DS = TRIANGULATION STATION DISK
 PH1745_SETTING: 66 = SET IN ROCK OUTCROP
 PH1745
 PH1745  HISTORY     - Date     Condition        Report By
 PH1745  HISTORY     - 1963     MONUMENTED       CGS
 PH1745  HISTORY     - 1974     GOOD             NGS
 PH1745  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PH1745
 PH1745                          STATION DESCRIPTION
 PH1745
 PH1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1745'THE STATION IS ABOUT 4 MILES EAST OF THE FRANKLIN-ST. LAWRENCE
 PH1745'COUNTY LINE, 6-3/4 MILES SOUTH SOUTHWEST OF SANTA CLARA AND AT THE
 PH1745'TOP OF AZURE MOUNTAIN.  IT IS 19 FEET SOUTH OF THE SOUTHEAST LEG OF
 PH1745'THE FIRE TOWER AND 59 FEET NORTHEAST OF THE SOUTH EDGE OF THE
 PH1745'SLOPE OF THE HILL.  THE DISK IS A STANDARD USC AND GS STATION
 PH1745'MARK DISK SET IN THE TOP OF AN ORANGE GAGE PIPE FILLED WITH
 PH1745'CONCRETE.  THE DISK IS STAMPED BLUE 1963.
 PH1745'
 PH1745'TO REACH THE STATION FROM THE POST OFFICE IN ST. REGIS FALLS, GO
 PH1745'SOUTH ON STATE HIGHWAY 72 FOR 4.1 MILES TO A SIDE ROAD RIGHT
 PH1745'OPPOSITE A RESTAURANT ON THE LEFT.  TURN RIGHT AND GO SOUTHERLY ON
 PH1745'GRAVELED ROAD FOR 2.1 MILES TO A SMALL BRIDGE.  CONTINUE AHEAD
 PH1745'SOUTHERLY ON GRAVELED ROAD FOR 5.2 MILES TO A SIDE ROAD RIGHT AND
 PH1745'SIGN AZURE MT. LOOKOUT TOWER.  TURN RIGHT AND GO WESTERLY FOR
 PH1745'0.4 MILE TO OBSERVERS CABIN.  FROM THIS POINT FOLLOW MARKED
 PH1745'TRAIL TO THE TOP OF AZURE MOUNTAIN AND STATION.
 PH1745'
 PH1745'REFERENCE MARK 1 IS A STANDARD USC AND GS REFERENCE MARK DISK
 PH1745'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.  IT IS 66
 PH1745'FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE FIRE TOWER AND ON THE
 PH1745'EDGE OF THE SOUTHWEST SLOPE OF THE HILL AND THE DISK IS STAMPED
 PH1745'BLUE NO 1 1963.
 PH1745'
 PH1745'BLUE (USGS) IS A STANDARD USGS STATION MARK DISK CEMENTED IN A
 PH1745'DRILLED HOLE IN ROCK OUTCROP UNDER THE FIRE TOWER.  THE DISK IS
 PH1745'STAMPED 6 F.H. 09.
 PH1745'
 PH1745'STATION RICE (USGS) CAN BE USED FOR AN AZIMUTH.
 PH1745'
 PH1745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PH1745
 PH1745                          STATION RECOVERY (1974)
 PH1745
 PH1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PH1745'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 PH1745'TO THE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN.  STATION
 PH1745'RICE (USGS) WAS USED AS THE AZIMUTH MARK.
 PH1745'
 PH1745'STATION IS LOCATED ON AZURE MOUNTAIN.  STATION MARK IS A STANDARD
 PH1745'DISK STAMPED BLUE 1963, SET IN THE TOP OF AN ORANGE GAGE PIPE
 PH1745'FILLED WITH CONCRETE.  IT IS 19 FEET SOUTHEAST OF SOUTHEAST LEG OF
 PH1745'THE TOWER.
 PH1745'
 PH1745'RM NO. 1 IS A STANDARD DISK STAMPED BLUE NO 1 1963, CEMENTED IN
 PH1745'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 66 FEET SOUTHWEST
 PH1745'OF SOUTHWEST LEG OF THE LOOKOUT TOWER AND ON THE EDGE OF THE
 PH1745'SOUTHWEST SLOPE OF THE HILLTOP.
 PH1745'
 PH1745'BLUE (USGS) IS A U.S. GEOLOGICAL SURVEY STATION DISK STAMPED 6
 PH1745'F.H. 09, CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP UNDER THE
 PH1745'FIRE TOWER.  THE DISK IS SLIGHTLY BATTERED AND THE ELEVATION IS
 PH1745'NOT LEGIBLE.
 PH1745'
 PH1745'TO REACH STATION FROM THE U.S. POST OFFICE IN ST. REGIS FALLS, GO
 PH1745'SOUTH ON NY RTE. 458 (OLD RTE. 72) FOR 4.1 MILES TO A SIDE ROAD
 PH1745'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON GRAVELED ROAD FOR 2.1 MILES
 PH1745'TO SMALL BRIDGE.  CONTINUE AHEAD ON GRAVELED ROAD FOR 5.2 MILES
 PH1745'TO A SIDE ROAD RIGHT AND SIGN AZURE MT. LOOKOUT TOWER.  TURN
 PH1745'RIGHT AND GO WEST FOR 0.4 MILE TO OLD CABIN.  FROM HERE PACK ALONG A
 PH1745'MARKED TRAIL TO TOP OF MOUNTAIN AND STATION.
 PH1745'
 PH1745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-3/4 MILES SSW
 PH1745'OF SANTA CLARA.
 PH1745
 PH1745                          STATION RECOVERY (1976)
 PH1745
 PH1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 PH1745'STATION MARK, REFERENCE MRAK 1 AND THE GEOLOGICAL SURVEY MARK
 PH1745'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 PH1745'DIRECTION TO THE REFERENCE MARKS COMPARED WITH THE 1973
 PH1745'DATA.
 PH1745'
 PH1745'STATION IS LOCATED ON AZURE MOUNTAIN.
 PH1745'
 PH1745'TO REACH THE STATION FORM THE POST OFFICE IN ST. REGIS FALLS
 PH1745'GO SOUTH ON STATE HIGHWAY 458 FOR 4.1 MILES TO A SIDE ROAD
 PH1745'RIGHT. TURN RIGHT AND GO SOUTHERLY ON GRAVELED ROAD FOR 2.1
 PH1745'MILES TO A SMALL BRIDGE. CONTINUE AHEAD ON GRAVELED ROAD FOR
 PH1745'5.2 MILES TO A SIDE ROAD RIGHT AND SIGN (AZURE MT. LOOKOUT
 PH1745'TOWER). TURN RIGHT AND GO WEST FOR 0.4 MILE TO AN OLD CABIN.
 PH1745'FROM HERE PACK ALONG MARKED TRAIL TO TOP OF MOUNTAIN AND
 PH1745'STATION.
 PH1745'
 PH1745'STATION MARK, STAMPED---BLUE 1963---, IS SET IN THE TOP OF A
 PH1745'ORANGEBURG PIPE FILLED WITH CEMENT. IT IS 19 FEET SOUTHEAST OF
 PH1745'THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 PH1745'
 PH1745'REFERENCE MARK 1, STAMPED---BLUE NO 1 1963---, IS CEMENTED
 PH1745'IN A DRILL HOLE IN A BEDROCK FLUSH WITH THE GROUND. IT IS 66
 PH1745'FEET SOUTHWEST OF THE SOTUHWEST LEG OF THE LOOKOUT TOWER AND
 PH1745'ON THE SOUTHWEST SLOPE OF THE MOUNTAIN.
 PH1745'
 PH1745'BLUE USGS, STAMPED---6 F.H.09---, IS A GEOLOGICAL SURVEY
 PH1745'MARK CEMENTED IN AN OUTCROPPING OF BEDROCK. THAT IS LOCATED
 PH1745'UNDER THE LOOKOUT TOWER.
 PH1745'
 PH1745'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HEAVY BRUSH ON
 PH1745'LINE.
 PH1745'
 PH1745'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.5 METERS.
 PH1745'
 PH1745'DESCRIBED BY K.R.WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2208 ***********************************************************************
 NA2208  DESIGNATION -  BLUE 1970
 NA2208  PID         -  NA2208
 NA2208  STATE/COUNTY-  NY/BROOME
 NA2208  USGS QUAD   -  BELDEN (1957)
 NA2208
 NA2208                         *CURRENT SURVEY CONTROL
 NA2208  ___________________________________________________________________
 NA2208* NAD 83(1996)-  42 11 13.17355(N)    075 40 19.82224(W)     ADJUSTED  
 NA2208* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 NA2208  ___________________________________________________________________
 NA2208  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 NA2208  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NA2208
 NA2208  HORZ ORDER  -  SECOND
 NA2208
 NA2208.The horizontal coordinates were established by classical geodetic methods
 NA2208.and adjusted by the National Geodetic Survey in January 1999..
 NA2208
 NA2208.The orthometric height was scaled from a topographic map.
 NA2208
 NA2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2208
 NA2208.The geoid height was determined by GEOID03.
 NA2208
 NA2208;                    North         East     Units Scale Factor Converg.
 NA2208;SPC NY E     -   373,033.352    53,178.439   MT  1.00001531   -0 47 14.1
 NA2208;SPC NY E     - 1,223,860.26    174,469.60   sFT  1.00001531   -0 47 14.1
 NA2208;UTM  18      - 4,670,756.793   444,495.393   MT  0.99963791   -0 27 05.1
 NA2208
 NA2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2208!SPC NY E     -   0.99992940  x   1.00001531  =   0.99994471
 NA2208!UTM  18      -   0.99992940  x   0.99963791  =   0.99956734
 NA2208
 NA2208:                Primary Azimuth Mark                     Grid Az
 NA2208:SPC NY E     -  DILLEY                                   257 43 53.8
 NA2208:UTM  18      -  DILLEY                                   257 23 44.8
 NA2208
 NA2208|---------------------------------------------------------------------|
 NA2208| PID    Reference Object                     Distance      Geod. Az  |
 NA2208|                                                           dddmmss.s |
 NA2208| NA2206 DILLEY                              APPROX. 3.2 KM 2565639.7 |
 NA2208|---------------------------------------------------------------------|
 NA2208
 NA2208                          SUPERSEDED SURVEY CONTROL
 NA2208
 NA2208  NAD 83(1986)-  42 11 13.17937(N)    075 40 19.82535(W) AD(       ) 2
 NA2208  NAD 27      -  42 11 12.89548(N)    075 40 21.14921(W) AD(       ) 2
 NA2208
 NA2208.Superseded values are not recommended for survey control.
 NA2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2208.See file dsdata.txt to determine how the superseded data were derived.
 NA2208
 NA2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4449570757(NAD 83)
 NA2208_MARKER: A = ALUMINUM MARKER
 NA2208_SETTING: 0 = UNSPECIFIED SETTING
 NA2208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2208
 NA2208  HISTORY     - Date     Condition        Report By
 NA2208  HISTORY     - 1970     MONUMENTED       NYDT
 NA2208
 NA2208                          STATION DESCRIPTION
 NA2208
 NA2208'DESCRIBED BY NY DEPT OF TRANSP 1970 (DCW)
 NA2208'THE STATION IS A PUNCH MARK IN THE TOP OF AN ALUMINUM CAP ON
 NA2208'A 5/8 IN IRON PIN SET 0.1 FT ABOVE THE GROUND AND ABOUT 39-1/2
 NA2208'FT N OF CENTER LINE OF BATES ROAD AND STAMPED DCW-BLUE.
 NA2208'
 NA2208'IT IS 86.15 FT W OF A 3 IN ASH TREE, 65.22 FT SSE OF A 24 IN
 NA2208'MAPLE TREE, 2.47 FT S OF A WITNESS POST, AND 2.02 FT S OF A
 NA2208'POLE E-17.
 NA2208'
 NA2208'TO REACH THE STATION FROM THE FIRE DEPT. BUILDING IN HARPURSVILLE,
 NA2208'BROOME COUNTY, NEW YORK.  PROCEED WEST ON N.Y. ROUTE 79
 NA2208'(0.65 MI) TO INTERSECTION N.Y. ROUTES 79 AND 7.  THENCE PROCEED
 NA2208'WEST ON N.Y. ROUTES 79 AND 7 (0.85 MI.) TO BATES ROAD ON THE
 NA2208'LEFT.  PROCEED (1.35 MI.) WEST ON BATES ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2109 ***********************************************************************
 MZ2109  DESIGNATION -  BLUE HILL
 MZ2109  PID         -  MZ2109
 MZ2109  STATE/COUNTY-  NY/COLUMBIA
 MZ2109  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2109
 MZ2109                         *CURRENT SURVEY CONTROL
 MZ2109  ___________________________________________________________________
 MZ2109* NAD 83(1996)-  42 11 05.53982(N)    073 48 54.02753(W)     ADJUSTED  
 MZ2109* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 MZ2109  ___________________________________________________________________
 MZ2109  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 MZ2109  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2109
 MZ2109  HORZ ORDER  -  FIRST
 MZ2109
 MZ2109.The horizontal coordinates were established by classical geodetic methods
 MZ2109.and adjusted by the National Geodetic Survey in January 1999..
 MZ2109
 MZ2109.The orthometric height was scaled from a topographic map.
 MZ2109
 MZ2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2109
 MZ2109.The geoid height was determined by GEOID03.
 MZ2109
 MZ2109;                    North         East     Units Scale Factor Converg.
 MZ2109;SPC NY E     -   372,359.820   206,582.049   MT  0.99993938   +0 27 36.0
 MZ2109;SPC NY E     - 1,221,650.51    677,761.27   sFT  0.99993938   +0 27 36.0
 MZ2109;UTM  18      - 4,670,982.278   597,854.372   MT  0.99971782   +0 47 44.9
 MZ2109
 MZ2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2109!SPC NY E     -   0.99997315  x   0.99993938  =   0.99991253
 MZ2109!UTM  18      -   0.99997315  x   0.99971782  =   0.99969097
 MZ2109
 MZ2109:                Primary Azimuth Mark                     Grid Az
 MZ2109:SPC NY E     -  BLUE HILL NEAR BEACON                    051 50 59.2
 MZ2109:UTM  18      -  BLUE HILL NEAR BEACON                    051 30 50.3
 MZ2109
 MZ2109|---------------------------------------------------------------------|
 MZ2109| PID    Reference Object                     Distance      Geod. Az  |
 MZ2109|                                                           dddmmss.s |
 MZ2109| MZ2104 BLUE HILL NEAR BEACON               404.225 METERS 0521835.2 |
 MZ2109| DA3048 BLUE HILL RM 2                        8.814 METERS 20028     |
 MZ2109| DA3046 BLUE HILL AZ MK                                    3091510.7 |
 MZ2109| DA3047 BLUE HILL RM 1                       16.368 METERS 33653     |
 MZ2109|---------------------------------------------------------------------|
 MZ2109
 MZ2109                          SUPERSEDED SURVEY CONTROL
 MZ2109
 MZ2109  NAD 83(1996)-  42 11 05.54166(N)    073 48 54.03108(W) AD(       ) 1
 MZ2109  NAD 83(1996)-  42 11 05.54159(N)    073 48 54.03073(W) AD(       ) 1
 MZ2109  NAD 83(1992)-  42 11 05.54168(N)    073 48 54.03067(W) AD(       ) 1
 MZ2109  NAD 83(1992)-  42 11 05.54164(N)    073 48 54.03070(W) AD(       ) 1
 MZ2109  NAD 83(1986)-  42 11 05.54109(N)    073 48 54.02777(W) AD(       ) 1
 MZ2109  NAD 27      -  42 11 05.22300(N)    073 48 55.56700(W) AD(       ) 1
 MZ2109
 MZ2109.Superseded values are not recommended for survey control.
 MZ2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2109.See file dsdata.txt to determine how the superseded data were derived.
 MZ2109
 MZ2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9785470982(NAD 83)
 MZ2109
 MZ2109  HISTORY     - Date     Condition        Report By
 MZ2109  HISTORY     - 1858     MONUMENTED       CGS
 MZ2109  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2109  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2109  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2109
 MZ2109                          STATION DESCRIPTION
 MZ2109
 MZ2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1858 (EB)
 MZ2109'STATION IS SITUATED ON ONE OF THREE HIGH, NOTABLE, WOODED HILLS
 MZ2109'DIRECTLY BACK OF OAKHILL R.R. STATION, AND KNOWN AS THE BLUE HILLS.
 MZ2109
 MZ2109                          STATION RECOVERY (1934)
 MZ2109
 MZ2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2109'STATION IS LOST.  MARK WAS FOUND UPTURNED ABOUT 20 FEET FROM
 MZ2109'TOP OF HILL WHERE STATION SHOULD BE LOCATED.  IT IS ON THE E SIDE
 MZ2109'OF THE HUDSON RIVER, ABOUT 1 MILE N OF GREENDALE.
 MZ2109
 MZ2109                          STATION RECOVERY (1938)
 MZ2109
 MZ2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 MZ2109'STATION IS ON THE HIGHEST POINT OF THE HILL CALLED BLUE HILL AND
 MZ2109'ON THE HIGHER OF TWO WOODED KNOLLS, IN LIVINGSTON TOWNSHIP.  IT
 MZ2109'IS ABOUT 3-1/2 MILES SE OF THE TOWN OF CATSKILL AND 2 MILES E
 MZ2109'OF THE HUDSON RIVER.  THE CONE MARKING THE ORIGINAL STATION WAS
 MZ2109'DUG UP AND RECOVERED AND A STANDARD BRONZE DISK UNDERGROUND
 MZ2109'MARK WAS PLACED IN A MASS OF CONCRETE IN THE SAME POSITION, 20
 MZ2109'PACES BELOW THE SURFACE, AS DESCRIBED IN NOTE 7A.  SURFACE
 MZ2109'MARK, A STANDARD BRONZE DISK IN CONCRETE AS DESCRIBED IN NOTE
 MZ2109'1A, PROJECTS 6 INCHES ABOVE THE SURFACE.  STATION IS ON
 MZ2109'LAND OWNED BY MR. MAXWELL TAUSEK, WHOSE ADDRESS IS R.F.D. 2,
 MZ2109'HUDSON, NEW YORK.
 MZ2109'
 MZ2109'TO REACH THE STATION FROM HUDSON, NEW YORK, GO S ON U.S.9
 MZ2109'ABOUT 1 MILE TO THE ATLAS CEMENT CO..  FROM HERE GO 1.8 MILES TO
 MZ2109'A LARGE CURVE TO THE L ON 9.  GO STRAIGHT AHEAD ON MACADAM ROAD
 MZ2109'AND BEAR R AND AT 1 MILE AT MACADAM CROSS ROAD GO STRAIGHT AHEAD
 MZ2109'FOR 0.4 MILE TO A T-ROAD AND SEE AIRWAYS BEACON ON BLUE
 MZ2109'HILL.  TURN R AND GO 0.4 MILE TO A POLE GATE.  CONTINUE STRAIGHT
 MZ2109'AHEAD TO A FARMERS HOUSE AND PASS BETWEEN HIS HOUSE AND GARAGE
 MZ2109'AND CONTINUE ABOUT 0.1 MILE TO AN ORCHARD ON THE L.  CONTINUE
 MZ2109'TO THE FAR SIDE OF THE ORCHARD AND DRIVE L UP THE HILL ALONG
 MZ2109'THE FENCE ON THE R TO THE UPPER END OF ORCHARD.  LEAVE TRUCK
 MZ2109'HERE AND CLIMB ABOUT 300 YARDS TO STATION THROUGH A HEAVILY
 MZ2109'WOODED HILLSIDE.
 MZ2109'
 MZ2109'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED BLUE HILL NO.1
 MZ2109'1938 IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.  REFERENCE
 MZ2109'MARK NO.2 IS A STANDARD BRONZE DISK STAMPED BLUE HILL NO.2 1938
 MZ2109'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 MZ2109'
 MZ2109'AZIMUTH MARK IS ABOUT 1 MILE NW OF THE STATION.  TO REACH FROM
 MZ2109'THE POLE GATE MENTIONED IN THE DESCRIPTION, FOLLOW GRAVEL ROAD
 MZ2109'W FOR 0.35 MILE AND TURN R AT MR. EAGERS HOME.  CONTINUE ON
 MZ2109'MAIN-TRAVELED GRAVEL ROAD FOR 0.65 MILE TO ROAD
 MZ2109'INTERSECTION.  TURN R AND GO 0.1 MILE TO MARK ON R SIDE OF ROAD
 MZ2109'1 FOOT SW OF POWERLINE POLE AND 47 FEET E OF CENTER OF ROAD.  IT
 MZ2109'IS A STANDARD BRONZE DISK STAMPED BLUE HILL 1938 SET IN
 MZ2109'CONCRETE AS DESCRIBED IN NOTE 11A.
 MZ2109
 MZ2109                          STATION RECOVERY (1975)
 MZ2109
 MZ2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 MZ2109'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1938
 MZ2109'DESCRIPTION STATES THAT THE UNDERGROUND MARK IS 20 PACES BELOW
 MZ2109'THE SURFACE, THIS IS OBVIOUSLY A MISTAKE, AND THE MARK IS MORE
 MZ2109'LIKELY TO BE ABOUT 3 FEET BELOW SURFACE.  STATION MARK IS NOW
 MZ2109'FLUSH WITH GROUND AND IS 2 FEET NORTH OF A SHERIFFS DEPARTMENT
 MZ2109'RADIO MAST.  RM 1 IS NORTH-NORTHWEST OF STATION AND FLUSH WITH
 MZ2109'GROUND.  RM 2 IS SOUTH-SOUTHWEST OF STATION AND FLUSH WITH
 MZ2109'GROUND.  VIEW FROM STATION IS BLOCKED IN ALL DIRECTIONS BY
 MZ2109'TREES UP TO 30 FEET TALL, AND AZIMUTH MARK IS NOT VISIBLE FROM
 MZ2109'STATION.
 MZ2109'
 MZ2109'AZIMUTH MARK IS A STANDARD DISK STAMPED BLUE HILL 1938, SET
 MZ2109'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH
 MZ2109'GROUND.  IT IS 1.5 FEET SOUTHWEST OF POWER POLE NYT 11, WHICH
 MZ2109'HAS A TELEPHONE UNDERGROUND CABLE OUTLET PIPE WHICH HAS A BELL
 MZ2109'HOUSING ON TOP 4 FEET ABOVE GROUND, 42 FEET SOUTHEAST OF CENTER
 MZ2109'LINE OF MACADAM ROAD, 100 FEET SOUTHWEST OF RANGE OF CENTER LINE
 MZ2109'OF DRIVEWAY AT THE N.R. SMITH HOME (A RED HOUSE), AT NORTHWEST
 MZ2109'EDGE OF A CORN FIELD, AND 0.1 MILE NORTHEAST OF A DIRT T-ROAD
 MZ2109'GOING EAST.  POLE NYT 11 IS THE THIRD POWER POLE NORTHEAST
 MZ2109'FROM THIS T-ROAD.  THE MARK IS COVERED BY A PILE OF BOULDERS
 MZ2109'THAT SURROUND THE POWER POLE.  TO REACH THE AZIMUTH MARK
 MZ2109'FROM THE CROSSROAD INTERSECTION OF U.S. HIGHWAY 9, NY RTE.
 MZ2109'23, AND COUNTY RTE. 31, ABOUT 3 MILES SOUTH OF HUDSON, GO
 MZ2109'SOUTHWEST ON C.R. 31 FOR 1.1 MILES TO CROSSROAD.  TURN
 MZ2109'RIGHT AND GO WEST ON C.R. 14 FOR 0.9 MILE.  TURN LEFT AND GO
 MZ2109'SOUTH ON MACADAM ROAD FOR 0.55 MILE TO THE MARK ON LEFT.
 MZ2109'
 MZ2109'THE 1938 DESCRIPTION TO REACH STATION IS ADEQUATE.
 MZ2109'
 MZ2109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2109'5 MILES SSW OF HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1729 ***********************************************************************
 OE1729  DESIGNATION -  BLUE MOUNTAIN LOOKOUT TOWER
 OE1729  PID         -  OE1729
 OE1729  STATE/COUNTY-  NY/HAMILTON
 OE1729  USGS QUAD   -  
 OE1729
 OE1729                         *CURRENT SURVEY CONTROL
 OE1729  ___________________________________________________________________
 OE1729* NAD 83(1996)-  43 52 20.54747(N)    074 24 03.34957(W)     ADJUSTED  
 OE1729* NAVD 88     -                                                        
 OE1729  ___________________________________________________________________
 OE1729  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 OE1729  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE1729
 OE1729  HORZ ORDER  -  THIRD
 OE1729
 OE1729.The horizontal coordinates were established by classical geodetic methods
 OE1729.and adjusted by the National Geodetic Survey in January 1999..
 OE1729
 OE1729
 OE1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1729
 OE1729.The geoid height was determined by GEOID03.
 OE1729
 OE1729;                    North         East     Units Scale Factor Converg.
 OE1729;SPC NY E     -   559,588.888   157,962.209   MT  0.99990078   +0 04 07.2
 OE1729;SPC NY E     - 1,835,917.88    518,247.68   sFT  0.99990078   +0 04 07.2
 OE1729;UTM  18      - 4,857,872.292   548,132.742   MT  0.99962849   +0 24 54.7
 OE1729
 OE1729                          SUPERSEDED SURVEY CONTROL
 OE1729
 OE1729  NAD 83(1986)-  43 52 20.55332(N)    074 24 03.34990(W) AD(       ) 4
 OE1729  NAD 27      -  43 52 20.33015(N)    074 24 04.79256(W) AD(       ) 3
 OE1729
 OE1729.Superseded values are not recommended for survey control.
 OE1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1729.See file dsdata.txt to determine how the superseded data were derived.
 OE1729
 OE1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP4813357872(NAD 83)
 OE1729
 OE1729  HISTORY     - Date     Condition        Report By
 OE1729  HISTORY     - 1942     MONUMENTED       CGS
 OE1729  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1729  HISTORY     - 19990801 GOOD             USPSQD
 OE1729
 OE1729                          STATION DESCRIPTION
 OE1729
 OE1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OE1729'THIS LOOKOUT TOWER IS LOCATED ON THE SUMMIT OF BLUE MOUNTAIN,
 OE1729'A PROMINENT AND WELL KNOWN MOUNTAIN ABOUT 2-1/2 MILES NE OF THE
 OE1729'VILLAGE OF BLUE MOUNTAIN LAKE.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 OE1729'WITH A GLASS-ENCLOSED CAGE AT THE TOP.  THE OVERALL HEIGHT IS
 OE1729'ABOUT 50 FEET.  THE DISTANCE WAS MEASURED TO THE STANDARD FOREST
 OE1729'SERVICE RANGE FINDER TABLE IN THE CAB OF THE TOWER.
 OE1729'
 OE1729'CONNECTED BY TRAVERSE FROM STATION BLUE.  DISTANCE 2.520 METERS
 OE1729'(8.27 FEET).
 OE1729
 OE1729                          STATION RECOVERY (1976)
 OE1729
 OE1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1729'THE STATION, BLUE MOUNTAIN LOOKOUT TOWER WAS RECOVERED AS
 OE1729'DESCRIBED BY G.W.L. IN 1942.  THE 1976 DISTANCE, WHILE NOT MADE
 OE1729'WITH STANDARDIZED TAPES, DIFFERED FROM THE 1942 DATA BY 0.160
 OE1729'METER OR 0.53 FOOT SHORTER.
 OE1729'
 OE1729'DESCRIBED BY K.R. WALLACE
 OE1729
 OE1729                          STATION RECOVERY (1999)
 OE1729
 OE1729'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1726 ***********************************************************************
 OE1726  DESIGNATION -  BLUE NYSS
 OE1726  PID         -  OE1726
 OE1726  STATE/COUNTY-  NY/HAMILTON
 OE1726  USGS QUAD   -  
 OE1726
 OE1726                         *CURRENT SURVEY CONTROL
 OE1726  ___________________________________________________________________
 OE1726* NAD 83(1996)-  43 52 20.90406(N)    074 24 03.45353(W)     ADJUSTED  
 OE1726* NAVD 88     -      1146.8    (meters)    3762.     (feet)  VERTCON   
 OE1726  ___________________________________________________________________
 OE1726  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 OE1726  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE1726
 OE1726  HORZ ORDER  -  SECOND
 OE1726
 OE1726.The horizontal coordinates were established by classical geodetic methods
 OE1726.and adjusted by the National Geodetic Survey in January 1999..
 OE1726
 OE1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1726
 OE1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1726
 OE1726.The geoid height was determined by GEOID03.
 OE1726
 OE1726;                    North         East     Units Scale Factor Converg.
 OE1726;SPC NY E     -   559,599.890   157,959.875   MT  0.99990078   +0 04 07.1
 OE1726;SPC NY E     - 1,835,953.97    518,240.02   sFT  0.99990078   +0 04 07.1
 OE1726;UTM  18      - 4,857,883.276   548,130.342   MT  0.99962849   +0 24 54.6
 OE1726
 OE1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1726!SPC NY E     -   0.99982465  x   0.99990078  =   0.99972545
 OE1726!UTM  18      -   0.99982465  x   0.99962849  =   0.99945321
 OE1726
 OE1726                          SUPERSEDED SURVEY CONTROL
 OE1726
 OE1726  NAD 83(1986)-  43 52 20.90998(N)    074 24 03.45375(W) AD(       ) 2
 OE1726  NAD 27      -  43 52 20.68696(N)    074 24 04.88674(W) AD(       ) 2
 OE1726  NGVD 29 (07/19/86) 1146.9    (m)         3763.     (f) VERT ANG       
 OE1726
 OE1726.Superseded values are not recommended for survey control.
 OE1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1726.See file dsdata.txt to determine how the superseded data were derived.
 OE1726
 OE1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP4813057883(NAD 83)
 OE1726
 OE1726  HISTORY     - Date     Condition        Report By
 OE1726  HISTORY     - 1942     MONUMENTED       NYSS
 OE1726  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1726
 OE1726                          STATION DESCRIPTION
 OE1726
 OE1726'DESCRIBED BY NEW YORK STATE SURVEY 1942 (GWL)
 OE1726'THE STATION IS LOCATED ON THE SUMMIT OF BLUE MOUNTAIN, A
 OE1726'PROMINENT AND WELL KNOWN MOUNTAIN ABOUT 2-1/2 MILES NE OF THE
 OE1726'VILLAGE OF BLUE MOUNTAIN LAKE.  IT IS SET IN THE SOLID ROCK
 OE1726'OF THE MOUNTAIN TOP ABOUT 35 FEET NW OF THE LOOKOUT TOWER.  IT
 OE1726'IS MARKED BY A 2-INCH DISK SET ABOUT 1-1/2 INCHES BELOW THE
 OE1726'SURFACE OF THE ROCK.  THE FACE OF THE DISK HAD BEEN BATTERED
 OE1726'AND ONLY THE WORDS NEW YORK STATE ADIRONDACK WERE LEGIBLE.
 OE1726'
 OE1726'CONNECTED BY TRAVERSE FROM STATION BLUE.  DISTANCE 8.849 METERS
 OE1726'(29.03 FEET).
 OE1726
 OE1726                          STATION RECOVERY (1976)
 OE1726
 OE1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1726'THE STATION, BLUE NYSS, WAS RECOVERED IN GOOD CONDITION AS
 OE1726'DESCRIBED BY G.W.L. IN 1942.  THE DISTANCE WAS TRAVERSED AGAIN
 OE1726'THIS DATE.  THE NEW TRAVERSE DIFFERED FROM THE 1942 DISTANCE
 OE1726'BY 0.006 METER SHORTER.
 OE1726'
 OE1726'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4511 ***********************************************************************
 LX4511  DESIGNATION -  BLUE POINT
 LX4511  PID         -  LX4511
 LX4511  STATE/COUNTY-  NY/ULSTER
 LX4511  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4511
 LX4511                         *CURRENT SURVEY CONTROL
 LX4511  ___________________________________________________________________
 LX4511* NAD 83(1996)-  41 40 42.03712(N)    073 57 14.27094(W)     ADJUSTED  
 LX4511* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 LX4511  ___________________________________________________________________
 LX4511  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 LX4511  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX4511
 LX4511  HORZ ORDER  -  SECOND
 LX4511
 LX4511.The horizontal coordinates were established by classical geodetic methods
 LX4511.and adjusted by the National Geodetic Survey in January 1999..
 LX4511
 LX4511.The orthometric height was scaled from a topographic map.
 LX4511
 LX4511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4511
 LX4511.The geoid height was determined by GEOID03.
 LX4511
 LX4511;                    North         East     Units Scale Factor Converg.
 LX4511;SPC NY E     -   316,021.246   195,462.133   MT  0.99992543   +0 21 47.1
 LX4511;SPC NY E     - 1,036,813.04    641,278.68   sFT  0.99992543   +0 21 47.1
 LX4511;UTM  18      - 4,614,592.603   587,065.673   MT  0.99969328   +0 41 44.2
 LX4511
 LX4511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4511!SPC NY E     -   0.99998760  x   0.99992543  =   0.99991303
 LX4511!UTM  18      -   0.99998760  x   0.99969328  =   0.99968088
 LX4511
 LX4511:                Primary Azimuth Mark                     Grid Az
 LX4511:SPC NY E     -  POUGHKEEPSIE CENT HUD GAS STK            018 14 36.6
 LX4511:UTM  18      -  POUGHKEEPSIE CENT HUD GAS STK            017 54 39.5
 LX4511
 LX4511|---------------------------------------------------------------------|
 LX4511| PID    Reference Object                     Distance      Geod. Az  |
 LX4511|                                                           dddmmss.s |
 LX4511| LX4495 POUGHKEEPSIE CENT HUD GAS STK       APPROX. 3.7 KM 0183623.7 |
 LX4511| LX4544 POUGHKEEPSIE HUD R ST HOSP STK      APPROX. 6.6 KM 0203702.5 |
 LX4511| LX4504 POUGHKEEPSIE CH 8 SIDED SPIRE       APPROX. 3.4 KM 0244251.6 |
 LX4511| LX4484 POUGHKEEPSIE NATIVITY CATH CH       APPROX. 3.3 KM 0314851.5 |
 LX4511| LX4541 POUGHKEEPSIE MILL ST CONG CH        APPROX. 3.8 KM 0363545.7 |
 LX4511| LX4543 POUGHKEEPSIE LUCKEY PLATT TK        APPROX. 3.5 KM 0403349.4 |
 LX4511| LX4529 POUGHKEEPSIE COLLEGE HILL FLAG      APPROX. 4.9 KM 0412243.1 |
 LX4511| LX4545 POUGHKEEPSIE FIRST PRESB CH         APPROX. 3.5 KM 0442744.0 |
 LX4511| LX4534 POUGHKEEPSIE VASSAR COLL STACK      APPROX. 5.1 KM 0795007.0 |
 LX4511| LX4499 MINE POINT TOMB                     APPROX. 1.3 KM 0811346.2 |
 LX4511| LX4535 POUGHKEEPSIE VASSAR COLL TANK       APPROX. 5.3 KM 0812019.2 |
 LX4511| LX4489 RUDCO R U DELAPENHA CO STACK        APPROX. 3.2 KM 1624741.9 |
 LX4511| CB2793 BLUE POINT RM 2                      12.050 METERS 23702     |
 LX4511| LX4524 DEYO 3                              APPROX. 3.4 KM 3363630.1 |
 LX4511| CB2792 BLUE POINT RM 1                      13.025 METERS 34131     |
 LX4511|---------------------------------------------------------------------|
 LX4511
 LX4511                          SUPERSEDED SURVEY CONTROL
 LX4511
 LX4511  NAD 83(1986)-  41 40 42.03927(N)    073 57 14.27226(W) AD(       ) 2
 LX4511  NAD 27      -  41 40 41.70300(N)    073 57 15.77400(W) AD(       ) 2
 LX4511
 LX4511.Superseded values are not recommended for survey control.
 LX4511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4511.See file dsdata.txt to determine how the superseded data were derived.
 LX4511
 LX4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8706614593(NAD 83)
 LX4511_MARKER: Z = SEE DESCRIPTION
 LX4511_SETTING: 0 = UNSPECIFIED SETTING
 LX4511
 LX4511  HISTORY     - Date     Condition        Report By
 LX4511  HISTORY     - 1933     MONUMENTED       CGS
 LX4511  HISTORY     - 1967     SEE DESCRIPTION  LDA
 LX4511
 LX4511                          STATION DESCRIPTION
 LX4511
 LX4511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4511'THIS STATION IS LOCATED ON THE W SIDE OF THE HUDSON RIVER ON THE
 LX4511'HIGHEST POINT OF BLUE POINT HILL WHICH IS ABOUT 1-1/2 MILES SW OF
 LX4511'POUGHKEEPSIE AND DIRECTLY OPPOSITE MINE POINT.  THE STATION IS
 LX4511'ON PROPERTY BELONGING TO MR. E. YOUNG.  THIS STATION IS REACHED
 LX4511'FROM NEWBURGH AS FOLLOWS--FROM THE INTERSECTION OF NORTH STREET AND
 LX4511'9W GO N 13.2 MILES TO GRAVEL ROAD RUNNING E.  TURN E THENCE E
 LX4511'0.6 MILE TO FORK IN ROAD.  TAKE THE RIGHT-HAND FORK, THENCE 0.2
 LX4511'MILE TO INTERSECTION THENCE 0.1 MILE TO FARMHOUSE.  THENCE
 LX4511'FOLLOW ROADS THROUGH FIELDS TO TOP OF HILL (0.7 MILE).  THIS
 LX4511'STATION CAN BE REACHED BY TRUCK BUT CLEARING OF THE ROAD UP
 LX4511'HILL WILL BE NECESSARY.  THE STATION IS MARKED WITH A
 LX4511'STANDARD DISK SET IN A CONCRETE POST.  TWO REFERENCE MARKS,
 LX4511'STANDARD DISKS SET IN DRILL HOLE IN ROCKS, WERE SET.  REFERENCE
 LX4511'MARK NO. 1 IS NW OF STATION.  REFERENCE MARK NO. 2 IS
 LX4511'SW OF STATION.  THERE IS A STONE WALL 14.70 METERS W OF THE
 LX4511'STATION THAT RUNS IN A N-S LINE ALONG THE RIDGE.  SEE SKETCH
 LX4511'FOR DETAILS OF LOCATION.
 LX4511'
 LX4511'NO AZ. MARK AVAILABLE.
 LX4511
 LX4511                          STATION RECOVERY (1967)
 LX4511
 LX4511'RECOVERY NOTE BY L DICKERSON ASSOC 1967 (CWG)
 LX4511'BLUE POINT 1933 THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE
 LX4511'ALL RECOVERED IN GOOD CONDITION.
 LX4511'
 LX4511'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN HIGHLAND, ULSTER
 LX4511'CITY, N.Y., DRIVE SOUTH ON U.S. ROUTE 9W 1.4 MILES TO BLUE POINT
 LX4511'ROAD ON THE LEFT.  DRIVE EAST ON THIS ROAD 0.8 MILES TO THE
 LX4511'HUDSON VALLEY WINE CO. WINERY NO. 139.  FROM HERE DRIVE SOUTH ON
 LX4511'DIRT ROADS 0.6 MILES TO THE LAST GRAPE VINEYARD.  THEN WALK SOUTH
 LX4511'ABOUT 1000 FT TO THE HIGHEST WOODED HILL WITH A STONE FENCE
 LX4511'LINE AS SHOWN IN THE ORIGINAL SKETCH.  THE HILL IS WOODED BUT
 LX4511'THERE ARE HOLES IN THE FOLIAGE TO THE WEST AND SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2351 ***********************************************************************
 KU2351  DESIGNATION -  BLUE POINT 2
 KU2351  PID         -  KU2351
 KU2351  STATE/COUNTY-  NY/SUFFOLK
 KU2351  USGS QUAD   -  SAYVILLE (1976)
 KU2351
 KU2351                         *CURRENT SURVEY CONTROL
 KU2351  ___________________________________________________________________
 KU2351* NAD 83(1996)-  40 43 47.70478(N)    073 02 05.93646(W)     ADJUSTED  
 KU2351* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2351  ___________________________________________________________________
 KU2351  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 KU2351  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU2351
 KU2351  HORZ ORDER  -  SECOND
 KU2351
 KU2351.The horizontal coordinates were established by classical geodetic methods
 KU2351.and adjusted by the National Geodetic Survey in January 1999..
 KU2351
 KU2351.The orthometric height was scaled from a topographic map.
 KU2351
 KU2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2351
 KU2351.The geoid height was determined by GEOID03.
 KU2351
 KU2351;                    North         East     Units Scale Factor Converg.
 KU2351;SPC NY L     -    62,995.765   381,520.570   MT  0.99999709   +0 37 52.3
 KU2351;SPC NY L     -   206,678.61  1,251,705.40   sFT  0.99999709   +0 37 52.3
 KU2351;UTM  18      - 4,510,633.179   665,938.638   MT  0.99993893   +1 16 56.8
 KU2351
 KU2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2351!SPC NY L     -   1.00000498  x   0.99999709  =   1.00000207
 KU2351!UTM  18      -   1.00000498  x   0.99993893  =   0.99994391
 KU2351
 KU2351|---------------------------------------------------------------------|
 KU2351| PID    Reference Object                     Distance      Geod. Az  |
 KU2351|                                                           dddmmss.s |
 KU2351| CA9140 BLUE POINT 2 RM 3                    22.540 METERS 00003     |
 KU2351| KU2273 PATCHOGUE TANK                      APPROX. 3.6 KM 0130228.4 |
 KU2351| CA9139 BLUE POINT 2 RM 2                     4.765 METERS 01303     |
 KU2351| KU2269 PATCHOGUE POWER HOUSE CHIMNEY       APPROX. 3.7 KM 0195631.2 |
 KU2351| KU2266 PATCHOGUE BAILEYS CHIMNEY           APPROX. 3.6 KM 0231135.5 |
 KU2351| KU2264 PATCHOGUE METH CHURCH SPIRE         APPROX. 4.2 KM 0240612.4 |
 KU2351| KU2265 PATCHOGUE CONG CH SPIRE             APPROX. 4.4 KM 0245720.4 |
 KU2351| KU2354 PATCHOGUE BEACON                    APPROX. 2.4 KM 0402258.7 |
 KU2351| KU4479 EAST PATCHOGUE WINDMILL             APPROX. 5.7 KM 0651215.5 |
 KU2351| KU2355 SAD                                 APPROX. 5.7 KM 1622954.4 |
 KU2351| KU2353 BLUE POINT CG CUPOLA                APPROX. 5.9 KM 1674532.4 |
 KU2351| KU2352 BLUE POINT FLAGPOLE                 APPROX. 5.9 KM 1675215.8 |
 KU2351| KU2368 LONE HILL CG STA FLAGPOLE           APPROX. 8.1 KM 2035506.0 |
 KU2351| KU2364 CHERRY GROVE FLAGPOLE               APPROX. 9.1 KM 2105242.0 |
 KU2351| CA9137 BLUE POINT 2 RM 1                     3.920 METERS 27436     |
 KU2351| CA9138 BLUE POINT 2 RM 2 RESET              15.380 METERS 32850     |
 KU2351|---------------------------------------------------------------------|
 KU2351
 KU2351                          SUPERSEDED SURVEY CONTROL
 KU2351
 KU2351  NAD 83(1996)-  40 43 47.70701(N)    073 02 05.93682(W) AD(       ) 2
 KU2351  NAD 83(1992)-  40 43 47.70590(N)    073 02 05.93656(W) AD(       ) 2
 KU2351  NAD 83(1986)-  40 43 47.70946(N)    073 02 05.93755(W) AD(       ) 2
 KU2351  NAD 27      -  40 43 47.34100(N)    073 02 07.55700(W) AD(       ) 2
 KU2351
 KU2351.Superseded values are not recommended for survey control.
 KU2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2351.See file dsdata.txt to determine how the superseded data were derived.
 KU2351
 KU2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6593910633(NAD 83)
 KU2351_MARKER: DS = TRIANGULATION STATION DISK
 KU2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2351
 KU2351  HISTORY     - Date     Condition        Report By
 KU2351  HISTORY     - 1914     MONUMENTED       CGS
 KU2351  HISTORY     - 1933     GOOD             CGS
 KU2351  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2351  HISTORY     - 1954     MARK NOT FOUND   USGS
 KU2351  HISTORY     - 1961     MARK NOT FOUND   NYDPW
 KU2351
 KU2351                          STATION DESCRIPTION
 KU2351
 KU2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (HCD)
 KU2351'ON BLUE POINT, N SHORE OF GREAT SOUTH BAY, ABOUT 20 METERS FROM
 KU2351'HIGH WATER MARK.  STATION MARKED BY A STANDARD DISK STATION MARK
 KU2351'SET IN A CONCRETE BLOCK 8 INCHES SQUARE AND 3 FEET LONG,
 KU2351'PROJECTING 6 INCHES ABOVE SURFACE OF GROUND.
 KU2351'
 KU2351'TWO REFERENCE MARKS WERE SET -- STANDARD REFERENCE DISKS SET IN
 KU2351'CONCRETE BLOCKS 8 INCHES SQUARE AND 4 FEET LONG, PROJECTING
 KU2351'1-1/2 FEET ABOVE SURFACE OF GROUND.  THE NUMBERS 1 AND 2 WERE
 KU2351'STAMPED IN THE CONCRETE AROUND THE DISKS.  NO.1 IS 3.941 METERS
 KU2351'(12.93 FEET) FROM STATION, NO. 2 IS 4.765 METERS (15.63 FEET).
 KU2351
 KU2351                          STATION RECOVERY (1933)
 KU2351
 KU2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2351'RECOVERED (IN GOOD CONDITION) AS DESCRIBED IN DESCRIPTION OF
 KU2351'1914.  REFERENCE MARK NO.1 WAS FOUND NO.2 WAS NOT.
 KU2351'
 KU2351'THE STATION IS APPROXIMATELY 380 METERS W OF THE SOUTHERN
 KU2351'EXTREMITY OF THE LANE WHICH RUNS FROM MIDDLE ROAD JUST W OF THE
 KU2351'ESTATE OF W.L. SUYDAM, 5 METERS N OF HIGH WATER AND 35 METERS
 KU2351'E OF THE VERY POINT.
 KU2351'
 KU2351'TWO NEW REFERENCE MARKS WERE ESTABLISHED, STANDARD DISK
 KU2351'STAMPED NO.2 AND NO.3 RESPECTIVELY, SET IN TRUNCATED CONE
 KU2351'CONCRETE MONUMENTS 12- BY 18- BY 42-INCHES.
 KU2351
 KU2351                          STATION RECOVERY (1951)
 KU2351
 KU2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2351'REFERENCE MARK 3 WAS RECOVERED AND IS NOW 11 FEET W OF HIGH
 KU2351'WATER.  ALL OTHER MARKS ARE GONE DUE TO BEACH EROSION AND
 KU2351'SHIFTING.
 KU2351'
 KU2351'THE MARK IS AS DESCRIBED.  IT IS 0.1 MILE E OF BABYLON LANE AND
 KU2351'0.7 MILE S OF THE INTERSECTION OF MIDDLE ROAD AND BABYLON IN
 KU2351'THE VILLAGE OF BLUE POINT.
 KU2351
 KU2351                          STATION RECOVERY (1954)
 KU2351
 KU2351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KU2351'STATION IS UNDER WATER AND COULD NOT BE LOCATED.  REFERENCE
 KU2351'MARKS 3 AND 2 WERE RECOVERED 10 FT. W OF HIGH WATER.
 KU2351
 KU2351                          STATION RECOVERY (1961)
 KU2351
 KU2351'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1961 (WCD)
 KU2351'REFERENCE MARK NO. 3 NOW LOST.  FOUND ON ITS SIDE IN SAND AT
 KU2351'HIGH WATER LINE.  ALL MARKS NOW LOST DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2350 ***********************************************************************
 KU2350  DESIGNATION -  BLUE POINT NURSERY YELLOW CHIM
 KU2350  PID         -  KU2350
 KU2350  STATE/COUNTY-  NY/SUFFOLK
 KU2350  USGS QUAD   -  SAYVILLE (1976)
 KU2350
 KU2350                         *CURRENT SURVEY CONTROL
 KU2350  ___________________________________________________________________
 KU2350* NAD 83(1996)-  40 44 55.31966(N)    073 02 21.47488(W)     ADJUSTED  
 KU2350* NAVD 88     -                                                        
 KU2350  ___________________________________________________________________
 KU2350  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 KU2350  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU2350
 KU2350  HORZ ORDER  -  THIRD
 KU2350
 KU2350.The horizontal coordinates were established by classical geodetic methods
 KU2350.and adjusted by the National Geodetic Survey in January 1999..
 KU2350
 KU2350
 KU2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2350
 KU2350.The geoid height was determined by GEOID03.
 KU2350
 KU2350;                    North         East     Units Scale Factor Converg.
 KU2350;SPC NY L     -    65,077.335   381,133.094   MT  0.99999646   +0 37 42.2
 KU2350;SPC NY L     -   213,507.89  1,250,434.16   sFT  0.99999646   +0 37 42.2
 KU2350;UTM  18      - 4,512,710.087   665,527.542   MT  0.99993725   +1 16 48.4
 KU2350
 KU2350                          SUPERSEDED SURVEY CONTROL
 KU2350
 KU2350  NAD 83(1996)-  40 44 55.32188(N)    073 02 21.47515(W) AD(       ) 4
 KU2350  NAD 83(1992)-  40 44 55.32077(N)    073 02 21.47484(W) AD(       ) 4
 KU2350  NAD 83(1986)-  40 44 55.32440(N)    073 02 21.47613(W) AD(       ) 4
 KU2350  NAD 27      -  40 44 54.97124(N)    073 02 23.07734(W) AD(       ) 3
 KU2350
 KU2350.Superseded values are not recommended for survey control.
 KU2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2350.See file dsdata.txt to determine how the superseded data were derived.
 KU2350
 KU2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6552812710(NAD 83)
 KU2350_MARKER: 85 = CHIMNEY
 KU2350
 KU2350  HISTORY     - Date     Condition        Report By
 KU2350  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2350  HISTORY     - 1967     GOOD             CGS
 KU2350  HISTORY     - 1985     GOOD             USCG
 KU2350
 KU2350                          STATION DESCRIPTION
 KU2350
 KU2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2350'THE SLIM, PALE-YELLOW BRICK CHIMNEY OF A NURSERY ON THE S SIDE OF
 KU2350'THE MONTAUK HIGHWAY, IN BLUE POINT.  IT IS THE MOST PROMINENT
 KU2350'CHIMNEY IN THE SCATTERED GROUP OF CHIMNEYS IN THE VICINITY.
 KU2350
 KU2350                          STATION RECOVERY (1967)
 KU2350
 KU2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2350'THE STATION IS DESCRIBED AS CHIMNEY (NURSERY).
 KU2350'
 KU2350'A NEW DESCRIPTION FOLLOWS WITH OWNERSHIP AND HEIGHT OF STRUCTURE
 KU2350'INCLUDED.
 KU2350'
 KU2350'THE STATION IS LOCATED AT 33 MAPLE STREET IN BLUE POINT AND IT
 KU2350'IS OWNED BY THE ROSE FAIR, INC.
 KU2350'
 KU2350'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF A SLIM YELLOW
 KU2350'BRICK STACK WHICH IS 100 FEET IN OVER-ALL HEIGHT.
 KU2350
 KU2350                          STATION RECOVERY (1985)
 KU2350
 KU2350'RECOVERY NOTE BY US COAST GUARD 1985 (RLW)
 KU2350'STATION FOUND IN FAIR CONDITION.
 KU2350'
 KU2350'LOCATION - GOOD.  DESCRIPTION GOOD WITH THE FOLLOWING
 KU2350'CORRECTION - PROPERTY NOW OWNED BY THE STONES ROSE CORP.  CHIMNEY IS
 KU2350'SHOWING SIGNS OF DETERIORATION ON THE TOP CROWN PORTION.
 KU2350'
 KU2350'END OF REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5757 ***********************************************************************
 LX5757  DESIGNATION -  BLUE RESET
 LX5757  PID         -  LX5757
 LX5757  STATE/COUNTY-  NY/SUFFOLK
 LX5757  USGS QUAD   -  SOUTHOLD (1956)
 LX5757
 LX5757                         *CURRENT SURVEY CONTROL
 LX5757  ___________________________________________________________________
 LX5757* NAD 83(1996)-  41 06 01.63550(N)    072 23 21.21717(W)     ADJUSTED  
 LX5757* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 LX5757  ___________________________________________________________________
 LX5757  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 LX5757  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LX5757
 LX5757  HORZ ORDER  -  FIRST
 LX5757
 LX5757.The horizontal coordinates were established by classical geodetic methods
 LX5757.and adjusted by the National Geodetic Survey in January 1999..
 LX5757
 LX5757.The orthometric height was scaled from a topographic map.
 LX5757
 LX5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5757
 LX5757.The geoid height was determined by GEOID03.
 LX5757
 LX5757;                    North         East     Units Scale Factor Converg.
 LX5757;SPC NY L     -   104,939.609   435,309.691   MT  1.00000442   +1 03 12.9
 LX5757;SPC NY L     -   344,289.37  1,428,178.54   sFT  1.00000442   +1 03 12.9
 LX5757;UTM  18      - 4,553,193.489   719,246.744   MT  1.00019165   +1 43 01.0
 LX5757
 LX5757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5757!SPC NY L     -   1.00000240  x   1.00000442  =   1.00000682
 LX5757!UTM  18      -   1.00000240  x   1.00019165  =   1.00019405
 LX5757
 LX5757:                Primary Azimuth Mark                     Grid Az
 LX5757:SPC NY L     -  BLUE AZ MK RESET                         034 11 37.8
 LX5757:UTM  18      -  BLUE AZ MK RESET                         033 31 49.7
 LX5757
 LX5757|---------------------------------------------------------------------|
 LX5757| PID    Reference Object                     Distance      Geod. Az  |
 LX5757|                                                           dddmmss.s |
 LX5757| CZ7068 BLUE AZ MK RESET                                   0351450.7 |
 LX5757| LX5677 ROCKY POINT CG STA LOT              APPROX. 5.3 KM 0354634.1 |
 LX5757| LX5674 ORIENT CONG CHURCH SPIRE            APPROX. 8.7 KM 0571309.4 |
 LX5757| LX5720 GREENPORT PRESB CHURCH SPIRE        APPROX. 2.5 KM 0685621.3 |
 LX5757| LX5694 GREENPORT FIRST BAP CH SPIRE        APPROX. 2.5 KM 0704417.8 |
 LX5757| LX5692 GREENPORT ME CH SMALLER SPIRE       APPROX. 2.5 KM 0713508.5 |
 LX5757| LX5693 GREENPORT ME CH LARGER SPIRE        APPROX. 2.5 KM 0714851.1 |
 LX5757| CZ7069 BLUE RM 1                            20.999 METERS 07238     |
 LX5757| LX5714 GREENPORT WATER TANK                APPROX. 1.4 KM 0731403.0 |
 LX5757| LX5696 GREENPORT ICE COMPANY STACK         APPROX. 2.5 KM 0805901.2 |
 LX5757| LX5691 GREENPORT HARBOR LIGHT              APPROX. 3.5 KM 0841514.2 |
 LX5757| LX5715 GREENPORT WATER CO STACK            APPROX. 1.4 KM 0873022.8 |
 LX5757| LX5716 GREENPORT STANDPIPE                 APPROX. 1.5 KM 0873213.2 |
 LX5757| LX5698 SHELTER ISLAND CHURCH SPIRE         APPROX. 3.2 KM 1222159.6 |
 LX5757| LX5697 SHELTER ISLAND WEA VANE ON CUP      APPROX. 3.2 KM 1284701.4 |
 LX5757| LX0294 ISLAND                              APPROX. 3.5 KM 1363900.5 |
 LX5757| CZ7070 BLUE RM 2                            22.729 METERS 16316     |
 LX5757| LX5755 SAGE BRICK CO CHIMNEY               APPROX. 2.2 KM 1735304.8 |
 LX5757| LX5748 GREAT HOG NECK WINDMILL             APPROX. 6.5 KM 1803946.3 |
 LX5757| LX5742 SANFORD BRICK COMPANY CHIMNEY       APPROX. 2.7 KM 1933651.1 |
 LX5757| LX5738 GREAT HOG NECK OLIVER WINDMILL      APPROX. 6.7 KM 2015516.3 |
 LX5757| LX5745 SOUTHOLD HIGH SCHOOL CUPOLA         APPROX. 5.7 KM 2192650.5 |
 LX5757| LX5739 SOUTHOLD FIRST PRESB CH SPIRE       APPROX. 5.4 KM 2194924.5 |
 LX5757| LX5749 GREENPORT HASHAMOMUCK BCH CUP       199.757 METERS 23307     |
 LX5757| CZ7067 BLUE AZ MK                                         2353828.5 |
 LX5757| LX5754 HORTON POINT LIGHT                  APPROX. 5.0 KM 2503407.5 |
 LX5757|---------------------------------------------------------------------|
 LX5757
 LX5757                          SUPERSEDED SURVEY CONTROL
 LX5757
 LX5757  NAD 83(1996)-  41 06 01.63567(N)    072 23 21.21719(W) AD(       ) 1
 LX5757  NAD 83(1992)-  41 06 01.63440(N)    072 23 21.21647(W) AD(       ) 1
 LX5757  NAD 83(1986)-  41 06 01.63676(N)    072 23 21.22168(W) AD(       ) 1
 LX5757  NAD 27      -  41 06 01.28439(N)    072 23 22.90638(W) AD(       ) 1
 LX5757
 LX5757.Superseded values are not recommended for survey control.
 LX5757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5757.See file dsdata.txt to determine how the superseded data were derived.
 LX5757
 LX5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1924753193(NAD 83)
 LX5757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5757+STABILITY: SURFACE MOTION
 LX5757
 LX5757  HISTORY     - Date     Condition        Report By
 LX5757  HISTORY     - 1939     MONUMENTED       CGS
 LX5757  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX5757  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LX5757  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5757  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX5757  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 LX5757  HISTORY     - 20010331 GOOD             NGS
 LX5757
 LX5757                          STATION DESCRIPTION
 LX5757
 LX5757'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5757'STATION IS ABOUT 1-1/2 MILES W OF GREENPORT.  IT IS 82.4 FEET N
 LX5757'OF CENTER LINE OF NORTH ROAD, 110 FEET NORTHWESTERLY OF NEW YORK
 LX5757'TELEPHONE POLE NO. 151-J, AND OPPOSITE AN UNUSED 9-HOLE GOLF COURSE
 LX5757'ON KERWIN PROPERTY.  THE TOP-SOIL HAS RECENTLY BEEN REMOVED FROM
 LX5757'THIS AREA AND SEVERAL LARGE BOULDERS HAVE BEEN UNCOVERED IN THE
 LX5757'VICINITY.
 LX5757'
 LX5757'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LX5757'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5757'
 LX5757'REFERENCE MARK NO. 1 IS SOUTHWESTERLY OF THE STATION AND 31.6 FEET
 LX5757'N OF CENTER LINE OF NORTH ROAD.
 LX5757'
 LX5757'REFERENCE MARK NO. 2 IS SOUTHEASTERLY OF THE STATION AND 32.6 FEET
 LX5757'N OF CENTER LINE OF NORTH ROAD.
 LX5757'
 LX5757'AZIMUTH MARK IS 0.9 MILE WESTERLY OF STATION ON S SIDE OF NORTH
 LX5757'ROAD IN A LINE OF TELEPHONE POLES.
 LX5757'
 LX5757'TO REACH FROM OVERPASS (2 MILES W OF GREENPORT) ON STATE HIGHWAY
 LX5757'25 OVER LONG ISLAND RAILROAD, PROCEED EASTWARD 0.6 MILE TO
 LX5757'INTERSECTING ROAD, TURN LEFT TO N FOR 0.4 MILE TO NORTH ROAD
 LX5757'(TWO-LANE CONCRETE ROAD PARALLEL TO AND NEAREST SOUND), TURN RIGHT
 LX5757'TO E, 0.1 MILE TO STATION.
 LX5757'
 LX5757'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX5757
 LX5757                          STATION RECOVERY (1951)
 LX5757
 LX5757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX5757'STATION AND ALL MARKS RECOVERED.
 LX5757'
 LX5757'STATION MARK IS TILTED AND IS LEANING ABOUT 3 INCHES.
 LX5757'
 LX5757'R.M. 2 IS NOW COVERED BY A PILE OF GRAVEL OWNED BY THE STATE
 LX5757'HIGHWAY DEPARTMENT.  IT WILL BE REMOVED SOON.
 LX5757'
 LX5757'AZIMUTH MARK IS 1.1 MILES W OF THE STATION, ON THE S SIDE OF
 LX5757'PAVED ROAD, AND ABOUT 150 (FEET) W OF A SIDE ROAD S.
 LX5757'
 LX5757'TO REACH, FROM THE RAILROAD OVERPASS, 2 MILES W OF GREENPORT, ON
 LX5757'STATE HIGHWAY 25, GO E FOR 0.6 MILE TO INTERSECTING ROAD, TURN LEFT
 LX5757'AND GO N FOR 0.4 MILE TO NORTH ROAD, TURN RIGHT AND GO E FOR 0.1
 LX5757'MILE TO TOP OF GRADE AND STATION ON THE LEFT, 30 PACES N OF THE
 LX5757'CENTER LINE OF NORTH ROAD, 40 PACES NW OF NYT POLE 151J, AND
 LX5757'OPPOSITE AN OLD UNUSED GOLF COURSE.
 LX5757
 LX5757                          STATION RECOVERY (1953)
 LX5757
 LX5757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 LX5757'STATION AND REFERENCE MARK NO. 1 RECOVERED.  REFERENCE MARK NO. 2
 LX5757'AND THE AZIMUTH MARK WERE NOT SEARCHED FOR.  THE STATION MARK IS
 LX5757'LEANING SLIGHTLY TO THE NW.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LX5757'FOR RECOVERY OF THE STATION.
 LX5757
 LX5757                          STATION RECOVERY (1962)
 LX5757
 LX5757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5757'THE STATION WAS RECOVERED IN A TILTED POSITION AS MENTIONED BY
 LX5757'L.F.W. IN 1953.  REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD
 LX5757'CONDITION BUT REFERENCE MARK NO. 1 COULD NOT BE FOUND.
 LX5757'
 LX5757'THE NORTH ROAD REFERRED TO IN THE ORIGINAL DESCRIPTION IS NOW
 LX5757'NAMED ROUTE 27A.  THE STATION IS 360 FEET WEST OF THE ENTRANCE
 LX5757'DRIVEWAY TO THE SUNSET MOTEL ON THE CROWN OF A HILL.
 LX5757
 LX5757                          STATION RECOVERY (1965)
 LX5757
 LX5757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5757'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LX5757'STATION MARK WAS REPLACED ON THIS DATE AS THE ORIGINAL STATION
 LX5757'MARK HAD BEEN MOVED BY MACHINERY.  THE ORIGINAL AZIMUTH MARK WAS
 LX5757'OBSTRUCTED SO IT WAS DESTROYED AND A NEW AZIMUTH MARK WAS SET ON
 LX5757'THIS DATE.
 LX5757'
 LX5757'THE STATION IS LOCATED ON THE PROPERTY OF MRS. ISABEL SHANNON JUST
 LX5757'NORTHWEST OF STATE HIGHWAY 27A (COUNTY ROUTE 27) AND JUST SOUTH OF
 LX5757'THE NORTH SHORE OF THE ISLAND, ABOUT 3-1/4 MILES EAST-NORTHEAST OF
 LX5757'HORTON POINT, 3-1/4 MILES SOUTHEAST OF ROCKY POINT AND 1-1/2 MILES
 LX5757'WEST OF GREENPORT.
 LX5757'
 LX5757'TO REACH THE STATION FROM THE POST OFFICE IN GREENPORT, GO EAST ON
 LX5757'STATE HIGHWAY 25 (FRONT STREET) FOR 0.1 MILE TO A
 LX5757'T-INTERSECTION.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 25 (MAIN
 LX5757'STREET) FOR 0.9 MILE TO A SMALL TRAFFIC CIRCLE AT A
 LX5757'T-INTERSECTION.  TURN LEFT AND GO WEST AND SOUTHWEST ON 27A
 LX5757'(COUNTY ROUTE 27) FOR 0.95 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 LX5757'SOUTHWEST ON STATE HIGHWAY 27A (COUNTY ROUTE 27) FOR 0.35 MILE
 LX5757'TO THE AZIMUTH MARK ON THE RIGHT, NORTHWEST, SIDE OF THE
 LX5757'ROAD.  CONTINUE SOUTHWEST ON STATE HIGHWAY 27A (COUNTY ROUTE 27)
 LX5757'FOR 0.15 MILE TO A DIM WOODS ROAD RIGHT AND THE STATION IN THE
 LX5757'NORTHWEST ANGLE.
 LX5757'
 LX5757'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS, STAMPED BLUE
 LX5757'1939 1965.  THE UNDERGROUND DISK IS SET IN A DRILL HOLE IN BED ROCK
 LX5757'42 INCHES BELOW THE SURFACE OF THE GROUND, (NOTE 8A).  THE SURFACE
 LX5757'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX5757'MONUMENT PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.  (NOTE
 LX5757'1B).  IT IS 106 FEET NORTHWEST OF POWER POLE NUMBER 449, 82.6
 LX5757'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 27A (COUNTY ROUTE
 LX5757'27) AND 4.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX5757'
 LX5757'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1939, SET
 LX5757'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 LX5757'ABOVE THE GROUND SURFACE.  IT IS 73 FEET EAST-NORTHEAST OF A METAL
 LX5757'WITNESS POST, 32.8 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 LX5757'27A (COUNTY ROUTE 27) AND 18-1/2 FEET SOUTHEAST OF THE CENTER OF
 LX5757'A LOCKED CHAIN GATE.  (NOTE 11A)
 LX5757'
 LX5757'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1939, SET IN
 LX5757'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 LX5757'BELOW THE GROUND SURFACE.  IT IS 74.5 FEET NORTH OF POWER POLE
 LX5757'NUMBER 450, 32.8 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 27A
 LX5757'(COUNTY ROUTE 27), 22.5 FEET NORTHEAST OF POWER LINE POLE NUMBER
 LX5757'10 AND ABOUT 1 FOOT LOWER THAN THE STATION ELEVATION.
 LX5757'
 LX5757'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1939 RESET 1965,
 LX5757'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX5757'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET
 LX5757'SOUTHWEST OF THE CENTER OF THE DRIVEWAY INTO THE BAR W RANCH, 25.2
 LX5757'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 27A (COUNTY ROUTE
 LX5757'27), 12.0 FEET SOUTHEAST OF A WIRE FENCE, 3.0 FEET NORTHEAST OF
 LX5757'POWER LINE GUY POLE NUMBER 443S AND 2.0 FEET SOUTHWEST OF A
 LX5757'METAL WITNESS POST.
 LX5757'
 LX5757'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 LX5757
 LX5757                          STATION RECOVERY (1975)
 LX5757
 LX5757'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 LX5757'NO BLUE 1963 GOOD
 LX5757
 LX5757                          STATION RECOVERY (2001)
 LX5757
 LX5757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LX5757'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1227 ***********************************************************************
 NC1227  DESIGNATION -  BLUE RESET
 NC1227  PID         -  NC1227
 NC1227  STATE/COUNTY-  NY/CATTARAUGUS
 NC1227  USGS QUAD   -  SARDINIA (1957)
 NC1227
 NC1227                         *CURRENT SURVEY CONTROL
 NC1227  ___________________________________________________________________
 NC1227* NAD 83(1996)-  42 30 06.91865(N)    078 31 59.17735(W)     ADJUSTED  
 NC1227* NAVD 88     -       613.5    (meters)    2013.     (feet)  VERTCON   
 NC1227  ___________________________________________________________________
 NC1227  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 NC1227  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NC1227
 NC1227  HORZ ORDER  -  FIRST
 NC1227
 NC1227.The horizontal coordinates were established by classical geodetic methods
 NC1227.and adjusted by the National Geodetic Survey in January 1999..
 NC1227
 NC1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1227
 NC1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1227
 NC1227.The geoid height was determined by GEOID03.
 NC1227
 NC1227;                    North         East     Units Scale Factor Converg.
 NC1227;SPC NY W     -   277,844.261   354,128.350   MT  0.99993771   +0 02 02.2
 NC1227;SPC NY W     -   911,560.71  1,161,836.09   sFT  0.99993771   +0 02 02.2
 NC1227;UTM  17      - 4,708,455.517   702,694.590   MT  1.00010551   +1 40 02.1
 NC1227
 NC1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1227!SPC NY W     -   0.99990901  x   0.99993771  =   0.99984673
 NC1227!UTM  17      -   0.99990901  x   1.00010551  =   1.00001451
 NC1227
 NC1227:                Primary Azimuth Mark                     Grid Az
 NC1227:SPC NY W     -  ARCADE                                   049 20 31.8
 NC1227:UTM  17      -  ARCADE                                   047 42 31.9
 NC1227
 NC1227|---------------------------------------------------------------------|
 NC1227| PID    Reference Object                     Distance      Geod. Az  |
 NC1227|                                                           dddmmss.s |
 NC1227| NC0933 ARCADE                              APPROX.12.1 KM 0492234.0 |
 NC1227| DE4879 BLUE RM 1                            30.648 METERS 18212     |
 NC1227| NC1247 SPRINGVILLE ATT MW KEE 81 TR        APPROX.17.2 KM 2951246.2 |
 NC1227| NC1241 BLUE 1929 RM 2                       31.806 METERS 29843     |
 NC1227|---------------------------------------------------------------------|
 NC1227
 NC1227                          SUPERSEDED SURVEY CONTROL
 NC1227
 NC1227  NAD 83(1986)-  42 30 06.92501(N)    078 31 59.17346(W) AD(       ) 1
 NC1227  NAD 27      -  42 30 06.70002(N)    078 32 00.09485(W) AD(       ) 1
 NC1227  NGVD 29 (07/19/86)  613.7    (m)         2013.     (f) VERT ANG       
 NC1227
 NC1227.Superseded values are not recommended for survey control.
 NC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1227.See file dsdata.txt to determine how the superseded data were derived.
 NC1227
 NC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0269508456(NAD 83)
 NC1227_MARKER: DS = TRIANGULATION STATION DISK
 NC1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1227
 NC1227  HISTORY     - Date     Condition        Report By
 NC1227  HISTORY     - 1970     MONUMENTED       NGS
 NC1227  HISTORY     - 1973     GOOD             NGS
 NC1227
 NC1227                          STATION DESCRIPTION
 NC1227
 NC1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NC1227'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 NC1227'STATION MARK HAD BEEN BULLDOZED OUT DURING CONSTRUCTION OF A SKI
 NC1227'LIFT BUILDING ON THE HILL.  THE UNDERGROUND STATION MARK WAS
 NC1227'RECOVERED FROM THE RM DISTANCES, AND FOUND IN GOOD CONDITION, AND
 NC1227'A NEW SURFACE MARK WAS SET, PLUMBED OVER THE UNDERGROUND MARK.  A
 NC1227'SMALL DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO. 1.  IT
 NC1227'WAS DOUBLE-CHECKED AND THE 1970 DISTANCE IS CORRECT.
 NC1227'
 NC1227'NOTE--THE OLD SURFACE STATION MARK WAS FOUND SET IN THE GROUND
 NC1227'ABOUT 130 FEET EAST OF UNDERGROUND MARK, BY CORNER OF SKI LIFT
 NC1227'BUILDING, BUT SINCE NO TIES HAD BEEN MADE TO IT, IT WAS REMOVED
 NC1227'AT HIS TIME.  A COMPLETE DESCRIPTION FOLLOWS.
 NC1227'
 NC1227'STATION IS LOCATED ON THE SUMMIT OF BLUE HILL, ON WHICH THERE
 NC1227'IS A SKI LIFT.
 NC1227'
 NC1227'TO REACH STATION FROM THE POST OFFICE IN YORKSHIRE, GO WEST ON
 NC1227'STATE HIGHWAY 39 FOR 0.35 MILE TO CROSSROAD AT STATE HIGHWAY
 NC1227'16.  CONTINUE AHEAD, WEST, ON THE COUNTY ROAD, FOR 1.6 MILES
 NC1227'TO CROSSROAD.  CONTINUE AHEAD FOR 0.55 MILE, CROSS BRIDGE AND
 NC1227'CONTINUE FOR 0.5 MILE TO T-ROAD LEFT.  GO LEFT, UPGRADE, FOR 1.1
 NC1227'MILES TO TRACK ROAD RIGHT.  GO RIGHT, ALONG POWER LINE, FOR 0.35
 NC1227'MILE TO LOCKED GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.2
 NC1227'MILE TO TOP OF HILL AND STATION.
 NC1227'
 NC1227'STATION MARK IS A STANDARD DISK STAMPED BLUE 1929 1970, SET IN
 NC1227'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 NC1227'GROUND.  IT IS 102 FEET WEST OF SOUTHWEST CORNER OF THE SKI
 NC1227'LIFT BUILDING, 17 FEET NORTHWEST OF CENTER LINE OF TRACK ROAD, 45
 NC1227'FEET WEST-SOUTHWEST OF A 1-INCH WATER PIPE 8 FEET TALL, AND 75
 NC1227'FEET WEST-NORTHWEST OF A POWER POLE WITH 2 LARGE JUNCTION BOXES
 NC1227'ON IT.
 NC1227'
 NC1227'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLUE NO 1
 NC1227'1929, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NC1227'PROJECTING 2 INCHES FROM GROUND.  IT IS IN BRUSH, 62 FEET WEST
 NC1227'OF CENTER LINE OF TRACK ROAD, 1-1/2 FEET SOUTHWEST OF A METAL
 NC1227'WITNESS POST, AND 1 FOOT LOWER THAN STATION MARK.
 NC1227'
 NC1227'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLUE NO 2
 NC1227'1929, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NC1227'PROJECTING 6 INCHES FROM GROUND.  IT IS IN A BLACKBERRY THICKET,
 NC1227'12 FEET NORTH OF A SNOW FENCE, 1-1/2 FEET WEST OF A METAL WITNESS
 NC1227'POST AND 5-1/2 FEET LOWER THAN STATION MARK.
 NC1227'
 NC1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1227'4 MILES SOUTHWEST OF YORKSHIRE.
 NC1227
 NC1227                          STATION RECOVERY (1973)
 NC1227
 NC1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1227'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NC1227'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 NC1227'CHECKED THE 1929 DATA.  THERE IS NO SUITABLE LOCATION FOR A
 NC1227'REFERENCE MARK 3.  FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 NC1227'
 NC1227'THE STATION IS LOCATED ON THE HIGHEST POINT OF BLUE HILL, AT THE
 NC1227'SITE OF THE BLUEMONT SKI LIFT, ABOUT 6-3/4 MILES EAST OF
 NC1227'SPRINGVILLE, 4 MILES SOUTHWEST OF YORKSHIRE, 3 MILES NORTHWEST OF
 NC1227'DELEVAN AND ON PROPERTY OWNED BY THE BLUEMONT SKI LODGE.
 NC1227'
 NC1227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND
 NC1227'240 IN THE EAST EDGE OF SPRINGVILLE, GO IN AN EASTERLY
 NC1227'DIRECTION ON STATE HIGHWAY 39 FOR 3.25 MILES TO A SIDE ROAD
 NC1227'RIGHT.  TURN RIGHT AND GO SOUTH ON BOLTON ROAD FOR 0.2 MILE TO
 NC1227'A Y-FORK.  BEAR LEFT AND GO EASTERLY DIRECTION ON CREEK ROAD FOR
 NC1227'2.5 MILES TO THE BLUEMONT SKI LODGE ON THE RIGHT.  CONTINUE EAST
 NC1227'ON CREEK ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NC1227'AND GO SOUTH ON A PAVED ROAD FOR 1.2 MILES TO A SIDE ROAD
 NC1227'RIGHT AT A LOCKED GATE.  (KEY TO THE LOCKED GATE MAY BE
 NC1227'OBTAINED FROM THE BLUEMONT SKI LODGE.) TURN RIGHT, PASS THROUGH
 NC1227'THE GATE AND GO IN A WESTERLY DIRECTION ON A GRAVELED ROAD
 NC1227'FOR 0.55 MILE TO THE TOP OF THE HILL, THE BLUEMONT SKI LIFT
 NC1227'BUILDING ON THE RIGHT AND THE STATION ON THE LEFT.
 NC1227'
 NC1227'THE STATION MARK, A STANDARD DISK STAMPED BLUE 1929 1970, IS SET IN
 NC1227'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NC1227'THE GROUND SURFACE.  IT IS 122 FEET NORTHWEST OF POWER LINE POLE
 NC1227'WITH 3 TRANSFORMERS, 102 FEET WEST OF THE SOUTHWEST CORNER OF THE
 NC1227'BUILDING, 98 FEET SOUTHWEST OF A POWER LINE POLE AND 5 FEET WEST
 NC1227'OF A METAL WITNESS POST.
 NC1227'
 NC1227'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE NO 1 1929, IS
 NC1227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NC1227'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 118 FEET WEST OF
 NC1227'THE POWER LINE POLE WITH 3 TRANSFORMERS, 66 FEET WEST OF THE
 NC1227'CENTER OF A GRAVELED ROAD, 30 FEET SOUTH OF A TWIN TRUNK TREE AND
 NC1227'1.5 FEET WEST OF A METAL WITNESS POST.
 NC1227'
 NC1227'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE NO 2 1929, IS SET
 NC1227'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NC1227'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 137 FEET NORTHWEST OF THE
 NC1227'CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTHEAST OF A METAL
 NC1227'WITNESS POST AND 5 FEET EAST OF A SMALL TREE.
 NC1227'
 NC1227'HEIGHT OF LIGHT ABOVE STATION MARK 73.4 FEET.
 NC1227'
 NC1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1227'3 MILES NORTHWEST OF DELEVAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1727 ***********************************************************************
 OE1727  DESIGNATION -  BLUE USGS
 OE1727  PID         -  OE1727
 OE1727  STATE/COUNTY-  NY/HAMILTON
 OE1727  USGS QUAD   -  
 OE1727
 OE1727                         *CURRENT SURVEY CONTROL
 OE1727  ___________________________________________________________________
 OE1727* NAD 83(1996)-  43 52 20.90521(N)    074 24 03.45037(W)     ADJUSTED  
 OE1727* NAVD 88     -      1147.0    (meters)    3763.     (feet)  VERTCON   
 OE1727  ___________________________________________________________________
 OE1727  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 OE1727  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE1727
 OE1727  HORZ ORDER  -  FIRST
 OE1727
 OE1727.The horizontal coordinates were established by classical geodetic methods
 OE1727.and adjusted by the National Geodetic Survey in January 1999..
 OE1727
 OE1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1727
 OE1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1727
 OE1727.The geoid height was determined by GEOID03.
 OE1727
 OE1727;                    North         East     Units Scale Factor Converg.
 OE1727;SPC NY E     -   559,599.925   157,959.946   MT  0.99990078   +0 04 07.1
 OE1727;SPC NY E     - 1,835,954.09    518,240.26   sFT  0.99990078   +0 04 07.1
 OE1727;UTM  18      - 4,857,883.312   548,130.412   MT  0.99962849   +0 24 54.6
 OE1727
 OE1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1727!SPC NY E     -   0.99982462  x   0.99990078  =   0.99972542
 OE1727!UTM  18      -   0.99982462  x   0.99962849  =   0.99945317
 OE1727
 OE1727|---------------------------------------------------------------------|
 OE1727| PID    Reference Object                     Distance      Geod. Az  |
 OE1727|                                                           dddmmss.s |
 OE1727| CZ7500 BLUE RM 1                             8.125 METERS 05810     |
 OE1727| CZ7501 BLUE RM 2                            24.986 METERS 10208     |
 OE1727| OE1704 MCGINN RESET                        APPROX.17.8 KM 1264715.4 |
 OE1727| OE1728 BLUE                                  8.862 METERS 16626     |
 OE1727| OE1837 WAKELY MTN LOT                      APPROX.17.7 KM 2111507.6 |
 OE1727|---------------------------------------------------------------------|
 OE1727
 OE1727                          SUPERSEDED SURVEY CONTROL
 OE1727
 OE1727  NAD 83(1986)-  43 52 20.91130(N)    074 24 03.45066(W) AD(       ) 1
 OE1727  NAD 27      -  43 52 20.68818(N)    074 24 04.88362(W) AD(       ) 1
 OE1727  NGVD 29 (07/19/86) 1147.1    (m)         3763.     (f) VERT ANG       
 OE1727
 OE1727.Superseded values are not recommended for survey control.
 OE1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1727.See file dsdata.txt to determine how the superseded data were derived.
 OE1727
 OE1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP4813057883(NAD 83)
 OE1727
 OE1727  HISTORY     - Date     Condition        Report By
 OE1727  HISTORY     - 1942     MONUMENTED       USGS
 OE1727  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1727  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1727
 OE1727                          STATION DESCRIPTION
 OE1727
 OE1727'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 OE1727'THE STATION IS LOCATED ON THE SUMMIT OF BLUE MOUNTAIN, A
 OE1727'PROMINENT AND WELL KNOWN MOUNTAIN ABOUT 2-1/2 MILES NE OF THE
 OE1727'VILLAGE OF BLUE MOUNTAIN LAKE.  IT IS SET IN THE SOLID ROCK
 OE1727'OF THE MOUNTAIN TOP ABOUT 35 FEET NW OF THE LOOKOUT TOWER.  IT
 OE1727'IS MARKED BY A 1-INCH COPPER BOLT SET IN THE SOLID ROCK AND
 OE1727'ABOUT FLUSH WITH THE SURFACE OF THE ROCK.  THE TOP OF THE BOLT
 OE1727'HAD BEEN BATTERED AND ONLY THE LETTERS USGS WERE LEGIBLE.
 OE1727'
 OE1727'CONNECTED BY TRAVERSE FROM STATION BLUE.  DISTANCE 8.873 METERS
 OE1727'(29.11 FEET).
 OE1727
 OE1727                          STATION RECOVERY (1974)
 OE1727
 OE1727'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1727'STATION WAS RECOVERED IN GOOD CONDITION.  WHILE THIS STATION
 OE1727'WAS PREVIOUSLY LOCATED BY TRAVERSE FROM BLUE, DUE TO VISIBILITY
 OE1727'REQUIREMENTS AND THE PROXIMITY OF A LOOKOUT TOWER TO STATION
 OE1727'BLUE, A TOWER WAS BUILT OVER THIS STATION AND OCCUPIED
 OE1727'INCORPORATING IT DIRECTLY INTO THE NETWORK.
 OE1727'
 OE1727'THE STA. IS LOCATED ABOUT 2-1/2 MI. NE OF BLUE MTN. LAKE,
 OE1727'11-1/4 MI. NW OF INDIAN LAKE, ON THE PROPERTY OF THE NYS DEPT.
 OE1727'OF CONSERVATION, REGION 6.
 OE1727'
 OE1727'THE STA. MK., STAMPED USGS NY, IS A COPPER PLUG SET IN A DRILL
 OE1727'HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH.  IT IS 31 FT. N OF
 OE1727'NW LEG OF A LOOKOUT TOWER.
 OE1727'
 OE1727'BLUE IS A STD. DISK, STAMPED BLUE 1942, CEMENTED IN A DRILL
 OE1727'HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH THE GROUND.  IT
 OE1727'IT IS 7 FT. E OF THE NW LEG OF THE LOOKOUT TOWER AND ABOUT 1
 OE1727'FT. LOWER THAN BLUE USGS.
 OE1727'
 OE1727'BLUE NYSS, WHICH BEARS ILLEGIBLE STAMPING, IS A 2 IN. ROUND
 OE1727'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 OE1727'THE SAME ELEVATION AS BLUE USGS.
 OE1727'
 OE1727'RM 1, STAMPED BLUE NO 1 1942, IS A STD. DISK CEMENTED IN A DRILL
 OE1727'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 50.5 FT. NE OF THE NW LEG
 OE1727'OF THE LOOKOUT TOWER, 45.16 FT. FROM BLUE AND IS ABOUT 2
 OE1727'FT. LOWER THAN BLUE USGS.
 OE1727'
 OE1727'RM 2, STAMPED BLUE NO 2 1942, IS A STD. DISK CEMENTED IN A DRILL
 OE1727'HOLE IN BEDROCK THAT IS FLUSH.  IT IS 81.0 FT. E OF THE NW LEG
 OE1727'OF THE LOOKOUT TOWER AND 74.12 FT. FROM BLUE AND ABOUT 4
 OE1727'FT. LOWER THAN BLUE USGS.  RM 2 IS 65.40 FT. FROM RM 1.
 OE1727'
 OE1727'TO REACH THE STATION FROM THE JCT. OF NY RTE. 28, 28N AND 30
 OE1727'ON THE NE SIDE OF BLUE MTN. LAKE, GO NORTHERLY ON NY RTES.  28N
 OE1727'AND 30 FOR 2.8 MI. TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.1
 OE1727'MILE TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE ON A
 OE1727'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 OE1727'AND FOLLOW A STEEP, WINDING ROAD FOR 1.7 MI. TO THE SUMMIT OF
 OE1727'THE MOUNTAIN, A LOOKOUT TOWER AND THE STATION.  A FOUR-WHEEL
 OE1727'DRIVE VEHICLE IS NEEDED TO GET TO THIS STATION.
 OE1727
 OE1727                          STATION RECOVERY (1976)
 OE1727
 OE1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1727'THE STATION WAS RECOVERED IN GOOD CONDITION.  WHILE THIS
 OE1727'STATION WAS PREVIOUSLY LOCATED BY TRAVERSE FROM BLUE, DUE TO
 OE1727'VISIBILITY REQUIREMENTS AND THE PROXIMITY OF A LOOKOUT TOWER TO
 OE1727'STATION BLUE, A TOWER WAS BUILT OVER THIS STATION AND OCCUPIED
 OE1727'INCORPORATING IT DIRECTLY INTO THE NETWORK.
 OE1727'
 OE1727'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 OE1727'
 OE1727'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF BLUE
 OE1727'MOUNTAIN LAKE, 11-1/4 MILES NORTHWEST OF INDIAN LAKE, ON THE
 OE1727'PROPERTY OF THE NEW YORK STATE DEPARTMENT OF CONSERVATION,
 OE1727'REGION 6.
 OE1727'
 OE1727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28,28N
 OE1727'AND 30 ON THE NORTHEAST SIDE OF BLUE MOUNTAIN LAKE, GO
 OE1727'NORTHERLY ON HIGHWAYS 28N AND 30 FOR 2.8 MILES TO A SIDE ROAD
 OE1727'RIGHT.  TURN RIGHT AND GO 0.1 MILE TO A LOCKED GATE.  PASS
 OE1727'THROUGH THE GATE AND CONTINUE ON A GRAVELED ROAD FOR 0.5 MILE
 OE1727'TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW A STEEP, WINDING
 OE1727'ROAD FOR 1.7 MILES TO THE SUMMIT OF THE MOUNTAIN, A LOOKOUT
 OE1727'TOWER AND THE STATION.  A FOUR-WHEEL DRIVE VEHICLE IS NEEDED
 OE1727'TO GET TO THIS STATION.
 OE1727'
 OE1727'THE STATION MARK, STAMPED---USGS NY---, IS A COPPER PLUG SET IN
 OE1727'A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH.  IT IS 31
 OE1727'FEET NORTH OF THE NORTHWEST LEG OF A LOOKOUT TOWER.
 OE1727'
 OE1727'BLUE IS A STANDARD DISK, STAMPED---BLUE 1942---, CEMENTED IN A
 OE1727'DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH THE
 OE1727'GROUND.  IT IS 7 FEET EAST OF THE NORTHWEST LEG OF THE LOOKOUT
 OE1727'TOWER AND ABOUT 1 FOOT LOWER THAN BLUE USGS.
 OE1727'
 OE1727'BLUE NYSS, WHICH BEARS ILLEGIBLE STAMPING, IS A 2-INCH ROUND
 OE1727'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 OE1727'THE SAME ELEVATION AS BLUE USGS.
 OE1727'
 OE1727'REFERENCE MARK 1, STAMPED---BLUE NO 1 1942---, IS A STANDARD
 OE1727'DISK, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS
 OE1727'50.5 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER
 OE1727'AND IS ABOUT 2 FEET LOWER THAN BLUE USGS.
 OE1727'
 OE1727'REFERENCE MARK 2, STAMPED---BLUE NO 2 1942---, IS A STANDARD
 OE1727'DISK, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS
 OE1727'81.0 FEET EAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND
 OE1727'ABOUT 4 FEET LOWER THAN BLUE USGS.
 OE1727'
 OE1727'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OE1727'HEIGHT OF LIGHT ABOVE THE MARK WAS 4.6 METERS.
 OE1727'
 OE1727'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1747 ***********************************************************************
 PH1747  DESIGNATION -  BLUE USGS 1963
 PH1747  PID         -  PH1747
 PH1747  STATE/COUNTY-  NY/FRANKLIN
 PH1747  USGS QUAD   -  LAKE OZONIA (1964)
 PH1747
 PH1747                         *CURRENT SURVEY CONTROL
 PH1747  ___________________________________________________________________
 PH1747* NAD 83(1996)-  44 32 27.97598(N)    074 30 02.61312(W)     ADJUSTED  
 PH1747* NAVD 88     -       764.4    (meters)    2508.     (feet)  VERTCON   
 PH1747  ___________________________________________________________________
 PH1747  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 PH1747  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 PH1747
 PH1747  HORZ ORDER  -  SECOND
 PH1747
 PH1747.The horizontal coordinates were established by classical geodetic methods
 PH1747.and adjusted by the National Geodetic Survey in January 1999..
 PH1747
 PH1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1747
 PH1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1747
 PH1747.The geoid height was determined by GEOID03.
 PH1747
 PH1747;                    North         East     Units Scale Factor Converg.
 PH1747;SPC NY E     -   633,883.492   149,942.318   MT  0.99990000   -0 00 01.8
 PH1747;SPC NY E     - 2,079,666.09    491,935.75   sFT  0.99990000   -0 00 01.8
 PH1747;UTM  18      - 4,932,096.192   539,663.282   MT  0.99961935   +0 21 00.7
 PH1747
 PH1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1747!SPC NY E     -   0.99988475  x   0.99990000  =   0.99978476
 PH1747!UTM  18      -   0.99988475  x   0.99961935  =   0.99950414
 PH1747
 PH1747                          SUPERSEDED SURVEY CONTROL
 PH1747
 PH1747  NAD 83(1986)-  44 32 27.98338(N)    074 30 02.61529(W) AD(       ) 2
 PH1747  NAD 27      -  44 32 27.75944(N)    074 30 04.00700(W) AD(       ) 2
 PH1747  NGVD 29 (07/19/86)  764.5    (m)         2508.     (f) VERT ANG       
 PH1747
 PH1747.Superseded values are not recommended for survey control.
 PH1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1747.See file dsdata.txt to determine how the superseded data were derived.
 PH1747
 PH1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3966332096(NAD 83)
 PH1747_MARKER: DD = SURVEY DISK
 PH1747_SETTING: 66 = SET IN ROCK OUTCROP
 PH1747_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH1747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1747+STABILITY: POSITION/ELEVATION WELL
 PH1747
 PH1747  HISTORY     - Date     Condition        Report By
 PH1747  HISTORY     - 1963     MONUMENTED       USGS
 PH1747
 PH1747                          STATION DESCRIPTION
 PH1747
 PH1747'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 PH1747'THE STATION IS LOCATED ON TOP OF AZURE MOUNTAIN, ABOUT 4 MILES
 PH1747'EAST OF THE FRANKLIN - ST. LAWRENCE COUNTY LINE, 6-3/4 MILES SOUTH
 PH1747'SOUTHWEST OF SANTA CLARA UNDER THE AZURE MOUNTAIN LOOKOUT TOWER.
 PH1747'IT IS A STANDARD USGS STATION MARK DISK CEMENTED IN A DRILLED HOLE
 PH1747'IN OUTCROPPING BEDROCK.  THE DISK IS FLUSH AND IT IS STAMPED 6
 PH1747'F.H. 09.
 PH1747'
 PH1747'TO REACH THE STATION FROM THE POST OFFICE IN ST. REGIS FALLS,
 PH1747'GO SOUTH ON STATE HIGHWAY FOR 4.1 MILES TO A GRAVELED SIDE ROAD
 PH1747'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON GRAVELED ROAD FOR 2.1
 PH1747'MILES TO A SMALL BRIDGE.  CONTINUE AHEAD ON GRAVELED ROAD FOR 5.2
 PH1747'MILES TO A SIDE ROAD RIGHT AND SIGN AZURE MT. LOOKOUT TOWER.
 PH1747'TURN RIGHT AND GO WESTERLY ON GRAVELED ROAD FOR 0.4 MILE TO
 PH1747'PARKING AREA AND OBSERVERS CABIN.  FROM THIS POINT PACK UP HILL ON
 PH1747'MARKED TRAIL TO THE TOP OF AZURE MOUNTAIN AND STATION.
 PH1747'
 PH1747'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUE
 PH1747'1963, THE DISTANCE BEING 28.60 FEET AND 8.7175 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2075 ***********************************************************************
 PG2075  DESIGNATION -  BLUEBERRY HILL
 PG2075  PID         -  PG2075
 PG2075  STATE/COUNTY-  NY/ESSEX
 PG2075  USGS QUAD   -  
 PG2075
 PG2075                         *CURRENT SURVEY CONTROL
 PG2075  ___________________________________________________________________
 PG2075* NAD 83(1996)-  44 00 15.16495(N)    073 33 56.64203(W)     ADJUSTED  
 PG2075* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 PG2075  ___________________________________________________________________
 PG2075  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 PG2075  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PG2075
 PG2075  HORZ ORDER  -  FIRST
 PG2075
 PG2075.The horizontal coordinates were established by classical geodetic methods
 PG2075.and adjusted by the National Geodetic Survey in January 1999..
 PG2075
 PG2075.The orthometric height was scaled from a topographic map.
 PG2075
 PG2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2075
 PG2075.The geoid height was determined by GEOID03.
 PG2075
 PG2075;                    North         East     Units Scale Factor Converg.
 PG2075;SPC NY E     -   574,655.703   224,921.254   MT  0.99996902   +0 38 56.7
 PG2075;SPC NY E     - 1,885,349.59    737,929.15   sFT  0.99996902   +0 38 56.7
 PG2075;SPC VT       -   167,660.762   414,530.462   MT  1.00005410   -0 44 25.5
 PG2075;UTM  18      - 4,873,340.626   614,983.311   MT  0.99976261   +0 59 47.4
 PG2075
 PG2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2075!SPC NY E     -   0.99989272  x   0.99996902  =   0.99986175
 PG2075!SPC VT       -   0.99989272  x   1.00005410  =   0.99994682
 PG2075!UTM  18      -   0.99989272  x   0.99976261  =   0.99965536
 PG2075
 PG2075|---------------------------------------------------------------------|
 PG2075| PID    Reference Object                     Distance      Geod. Az  |
 PG2075|                                                           dddmmss.s |
 PG2075| DA4896 BLUEBERRY HILL RM 1                   6.045 METERS 02948     |
 PG2075| PG2006 PORT HENRY MUNICIPAL WATER TK       APPROX.10.1 KM 0565700.2 |
 PG2075| DA4897 BLUEBERRY HILL RM 2                   8.010 METERS 15713     |
 PG2075|---------------------------------------------------------------------|
 PG2075
 PG2075                          SUPERSEDED SURVEY CONTROL
 PG2075
 PG2075  NAD 83(1996)-  44 00 15.16569(N)    073 33 56.64217(W) AD(       ) 1
 PG2075  NAD 83(1992)-  44 00 15.16480(N)    073 33 56.64406(W) AD(       ) 1
 PG2075  NAD 83(1986)-  44 00 15.17304(N)    073 33 56.64626(W) AD(       ) 1
 PG2075  NAD 27      -  44 00 14.97800(N)    073 33 58.19800(W) AD(       ) 1
 PG2075
 PG2075.Superseded values are not recommended for survey control.
 PG2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2075.See file dsdata.txt to determine how the superseded data were derived.
 PG2075
 PG2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1498373341(NAD 83)
 PG2075
 PG2075  HISTORY     - Date     Condition        Report By
 PG2075  HISTORY     - 1880     MONUMENTED       CGS
 PG2075  HISTORY     - 1880     SEE DESCRIPTION  CGS
 PG2075  HISTORY     - 1897     SEE DESCRIPTION  CGS
 PG2075  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PG2075
 PG2075                          STATION DESCRIPTION
 PG2075
 PG2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (RDC)
 PG2075'THIS STATION, SOMETIMES CALLED MOUNT MORIAH, IS IN MORIAH
 PG2075'TOWNSHIP.  THE ROUTE IS TO PORT HENRY ON LAKE CHAMPLAIN, THENCE
 PG2075'3-1/2 MILES TO MORIAH VILLAGE, THENCE 1-1/2 MILES TO HOUSE OF
 PG2075'CHARLES ACOME, AND FROM THAT POINT 3-1/2 MILES TO THE SUMMIT.
 PG2075'
 PG2075'STATION IS MARKED BY A BOLT.  REFERENCE MARKS AS FOLLOWS--ARROW
 PG2075'ON SOLID ROCK, HIGHER THAN STATION, 15.7 FEET DISTANT NW.  ARROW
 PG2075'ON SOLID ROCK, SAME AS STATION, 8.4 FEET DISTANT S.  LEAD ARROW
 PG2075'BOLT IN BOULDER, ABOUT 3-1/2 FEET LONG, 19.76 FEET DISTANT NE.
 PG2075
 PG2075                          STATION RECOVERY (1897)
 PG2075
 PG2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1897 (ATM)
 PG2075'THE COPPER BOLT MARKING STATION AND THE THREE WITNESS MARKS WERE
 PG2075'RECOVERED.
 PG2075'
 PG2075'TO REACH THE HILL FROM PORT HENRY, TAKE STRAIGHT ROAD THROUGH
 PG2075'MORIAH CORNERS TO FOOT OF MOUNTAIN WHERE ROAD TURNS TO LEFT, AT
 PG2075'THE FIRST BRANCH OF THE ROAD AFTER THE TURN, TAKE LEFT-HAND ROAD
 PG2075'TO ITS END WHERE THE OLD TRAIL TO THE STATION BEGINS.  THIS IS A
 PG2075'POINT A MILE BEYOND THE HOUSE OF CHARLES ACOME, AND 4 MILES BY
 PG2075'TRAIL FROM THE STATION.
 PG2075
 PG2075                          STATION RECOVERY (1943)
 PG2075
 PG2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG2075'STATION RECOVERED WITH ALL MARKS IN GOOD CONDITION.  NEW
 PG2075'DESCRIPTION FOLLOWS--
 PG2075'
 PG2075'LOCATED IN MORIAH TOWNSHIP, ABOUT 5-1/4 MILES WEST, 3 MILES
 PG2075'SOUTH OF PORT HENRY AND ABOUT 4-1/4 MILES SOUTHWEST OF THE
 PG2075'VILLAGE OF MORIAH, ON SUMMIT OF BLUEBERRY HILL.  THE STATION
 PG2075'IS MARKED BY A COPPER BOLT SET FLUSH IN BEDROCK ON THE SOUTHWEST
 PG2075'PART OF THE HILL.
 PG2075'
 PG2075'R.M. NO. 1 IS A LEAD BOLT IN BEDROCK NORTHEAST OF THE STATION.  THE
 PG2075'ROCK PROJECTS 8 INCHES.
 PG2075'
 PG2075'R.M. NO. 2 WAS ESTABLISHED ACCORDING TO NOTE 12A.  IT WAS SET
 PG2075'FLUSH IN BEDROCK SOUTH OF THE STATION ABOUT 20 FEET NORTH OF THE
 PG2075'BREAK OF THE HILL AND IS STAMPED--BLUEBERRY NO. 2 1942.
 PG2075'
 PG2075'OTHER WITNESS MARKS CONSISTED OF ARROWS CUT IN THE BEDROCK AS
 PG2075'FOLLOWS--6.1 FEET NORTHWEST, 24.8 FT. EAST-NORTHEAST,
 PG2075'8.4 FT. SOUTH, AND 15.7 FEET NORTHWEST OF THE STATION.
 PG2075'
 PG2075'TO REACH FROM MORIAH POST OFFICE, GO WESTERLY ON SURFACED ROAD
 PG2075'TOWARD NORTH HUDSON 1.55 MILES.  THENCE LEFT ON DIRT T-ROAD 0.8
 PG2075'MILE TO POINT WHERE MAIN TRAVELED ROAD CURVES TO RIGHT AND A
 PG2075'LITTLE USED ROAD LEADS STRAIGHT AHEAD.  KEEP LEFT FORK AND
 PG2075'FOLLOW OLD ROAD SOUTHERLY 0.65 MILE TO A DIM TRUCK ROAD LEADING
 PG2075'RIGHT UP THROUGH A FIELD.  THIS WAS END OF TRUCK TRAVEL.  PACK
 PG2075'UP THE TRUCK ROAD LEADING RIGHT THROUGH FIELD FOR ABOUT 200
 PG2075'YARDS TO WHERE THE ROAD JOGS TO THE LEFT AND THEN TURNS BACK
 PG2075'RIGHT THROUGH ANOTHER FIELD TO EDGE OF WOODS.  JOG LEFT AND
 PG2075'FOLLOW OLD ROAD ABOUT 200 YARDS TO EDGE OF WOODS AT EXTREME
 PG2075'WEST END OF OLD FIELD.  FROM HERE ON THE ROAD IS PLAINLY
 PG2075'VISIBLE.  CONTINUE ON MAIN TRAVELED ROAD FOR ABOUT 600 YARDS,
 PG2075'KEEP RIGHT FORK, BLAZED, AND GO ABOUT 1/2 MILE ON OLD ROAD TO
 PG2075'WHERE ROAD TURNS RIGHT THROUGH LOW DEPRESSION, KEEP RIGHT
 PG2075'THROUGH WET AREA TO LARGE TREES AND BLAZED TRAIL.  FOLLOW
 PG2075'BLAZED TRAIL FOR ABOUT 3/4 MILE TO HIGHEST POINT AND STATION
 PG2075'SITE.  THE LAST 1/4 MILE OF ROUTE TO STATION IS THROUGH A
 PG2075'DENSE GROWTH OF BRUSH ALONG RIDGE OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2691 ***********************************************************************
 KU2691  DESIGNATION -  BLUFF
 KU2691  PID         -  KU2691
 KU2691  STATE/COUNTY-  NY/SUFFOLK
 KU2691  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2691
 KU2691                         *CURRENT SURVEY CONTROL
 KU2691  ___________________________________________________________________
 KU2691* NAD 83(1996)-  40 56 25.40535(N)    073 28 27.88812(W)     ADJUSTED  
 KU2691* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 KU2691  ___________________________________________________________________
 KU2691  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KU2691  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 KU2691
 KU2691  HORZ ORDER  -  THIRD
 KU2691
 KU2691.The horizontal coordinates were established by classical geodetic methods
 KU2691.and adjusted by the National Geodetic Survey in January 1999..
 KU2691
 KU2691.The orthometric height was scaled from a topographic map.
 KU2691
 KU2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2691
 KU2691.The geoid height was determined by GEOID03.
 KU2691
 KU2691;                    North         East     Units Scale Factor Converg.
 KU2691;SPC NY L     -    86,052.509   344,259.708   MT  0.99999614   +0 20 37.6
 KU2691;SPC NY L     -   282,323.94  1,129,458.73   sFT  0.99999614   +0 20 37.6
 KU2691;SPC CT       -   164,545.441   243,795.575   MT  1.00003638   -0 28 49.2
 KU2691;SPC CT       -   539,846.17    799,852.65   sFT  1.00003638   -0 28 49.2
 KU2691;UTM  18      - 4,533,260.335   628,421.870   MT  0.99980299   +0 59 59.3
 KU2691
 KU2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2691!SPC NY L     -   1.00000014  x   0.99999614  =   0.99999628
 KU2691!SPC CT       -   1.00000014  x   1.00003638  =   1.00003652
 KU2691!UTM  18      -   1.00000014  x   0.99980299  =   0.99980313
 KU2691
 KU2691:                Primary Azimuth Mark                     Grid Az
 KU2691:SPC NY L     -  EATONS NECK LIGHTHOUSE 1833              076 49 53.4
 KU2691:SPC CT       -  EATONS NECK LIGHTHOUSE 1833              077 39 20.2
 KU2691:UTM  18      -  EATONS NECK LIGHTHOUSE 1833              076 10 31.7
 KU2691
 KU2691|---------------------------------------------------------------------|
 KU2691| PID    Reference Object                     Distance      Geod. Az  |
 KU2691|                                                           dddmmss.s |
 KU2691| KU2715 EATONS NECK LIGHTHOUSE 1833         APPROX. 6.8 KM 0771031.0 |
 KU2691| CA9142 BLUFF RM 2                           15.824 METERS 14316     |
 KU2691| CA9143 BLUFF RM 3                           13.130 METERS 19149     |
 KU2691| CA9141 BLUFF RM 1                            6.231 METERS 25705     |
 KU2691|---------------------------------------------------------------------|
 KU2691
 KU2691                          SUPERSEDED SURVEY CONTROL
 KU2691
 KU2691  NAD 83(1996)-  40 56 25.40693(N)    073 28 27.88806(W) AD(       ) 3
 KU2691  NAD 83(1992)-  40 56 25.40545(N)    073 28 27.88713(W) AD(       ) 3
 KU2691  NAD 83(1986)-  40 56 25.40689(N)    073 28 27.88920(W) AD(       ) 3
 KU2691  NAD 27      -  40 56 25.05900(N)    073 28 29.45900(W) AD(       ) 3
 KU2691
 KU2691.Superseded values are not recommended for survey control.
 KU2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2691.See file dsdata.txt to determine how the superseded data were derived.
 KU2691
 KU2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2842233260(NAD 83)
 KU2691_MARKER: DS = TRIANGULATION STATION DISK
 KU2691_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2691_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2691
 KU2691  HISTORY     - Date     Condition        Report By
 KU2691  HISTORY     - 1931     MONUMENTED       CGS
 KU2691  HISTORY     - 1942     GOOD             CGS
 KU2691  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 KU2691  HISTORY     - 19950718 MARK NOT FOUND   USPSQD
 KU2691
 KU2691                          STATION DESCRIPTION
 KU2691
 KU2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2691'STATION IS LOCATED ABOUT 3-1/2 METERS FROM THE EDGE OF THE HIGHEST
 KU2691'POINT OF A 150-FOOT ERODED BLUFF ON THE E SIDE OF LLOYDS POINT.
 KU2691'THE TOP OF THE BLUFF IS HEAVILY WOODED, THE TREES IMMEDIATELY
 KU2691'SURROUNDING THE STATION VARYING FROM 4 INCHES TO 8 INCHES IN DIAMETER.
 KU2691'
 KU2691'THE MARK IS A STANDARD STATION MARK STAMPED 1931 SET IN CONCRETE
 KU2691'IN A 6-INCH TILE WHICH PROJECTS THE WIDTH OF THE FLANGE ABOVE THE
 KU2691'SURFACE OF THE GROUND.
 KU2691'
 KU2691'REFERENCE MARK NO.1, A STANDARD REFERENCE MARK DISK SET IN
 KU2691'CONCRETE IN A TILE, IS DISTANT 6.23 METERS W OF THE STATION AND ON
 KU2691'RANGE WITH THE STATION AND EATON POINT LIGHTHOUSE.
 KU2691'
 KU2691'WITNESS MARKS NOS.1 AND 2 ARE 3-INCH GALVANIZED-IRON SPIKES IN
 KU2691'TRIANGULAR BLAZES 2 FEET ABOVE THE GROUND IN OAK TREES ABOUT 15
 KU2691'INCHES IN DIAMETER.
 KU2691'
 KU2691'DISTANCE STATION TO WITNESS MARK NO.1 IS 11.31 METERS.  STATION TO
 KU2691'WITNESS MARK NO.2 IS 13.27 METERS.  REFERENCE MARK TO WITNESS MARK
 KU2691'NO.1 IS 5.95 METERS.  REFERENCE MARK TO WITNESS MARK NO.2 IS 15.25
 KU2691'METERS.
 KU2691
 KU2691                          STATION RECOVERY (1942)
 KU2691
 KU2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (IER)
 KU2691'STATION WAS RECOVERED AS DESCRIBED BY H.E.F. IN 1931.  THE
 KU2691'DESCRIPTION IS ENTIRELY ADEQUATE WITH THE FOLLOWING ADDITIONS AND
 KU2691'EXCEPTIONS--
 KU2691'
 KU2691'THE BLUFF IS NOW ERODED SO THAT THE STATION IS NOW ONLY 1 METER
 KU2691'BACK FROM THE EDGE.  REFERENCE MARK NO. 1 AND WITNESS MARK NO. 1
 KU2691'WERE FOUND IN GOOD CONDITION.
 KU2691'
 KU2691'WITNESS MARK NO. 2 WAS NOT FOUND, THOUGH A STUMP OF THE PROPER
 KU2691'SIZE WAS FOUND IN THE APPROXIMATE POSITION.
 KU2691'
 KU2691'TWO NEW REFERENCE MARKS WERE ESTABLISHED ACCORDING TO NOTE 11A.
 KU2691'R.M. NO. 2 IS SSE OF THE STATION, ABOUT 8 METERS BACK FROM EDGE OF
 KU2691'THE BLUFF AND IS STAMPED BLUFF NO. 2 1942.  R.M. NO. 3 IS SW OF
 KU2691'STATION AND IS STAMPED BLUFF NO. 3 1942.
 KU2691
 KU2691                          STATION RECOVERY (1970)
 KU2691
 KU2691'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (AHR)
 KU2691'RECOVERED BY LI LIGHTING.
 KU2691'
 KU2691'BLUFF LOST
 KU2691'
 KU2691'RM 1 LOST
 KU2691'
 KU2691'RM 2 LOST
 KU2691'
 KU2691'BLUFF 3 1942 FOUND
 KU2691'
 KU2691'R.M. 3 IS DANGER OF BEING LOST DUE TO BLUFF EROSION
 KU2691
 KU2691                          STATION RECOVERY (1995)
 KU2691
 KU2691'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1842 ***********************************************************************
 PG1842  DESIGNATION -  BLUFF POINT 1870
 PG1842  PID         -  PG1842
 PG1842  STATE/COUNTY-  NY/CLINTON
 PG1842  USGS QUAD   -  PLATTSBURGH (1966)
 PG1842
 PG1842                         *CURRENT SURVEY CONTROL
 PG1842  ___________________________________________________________________
 PG1842* NAD 83(1996)-  44 38 35.30588(N)    073 26 03.03918(W)     ADJUSTED  
 PG1842* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG1842  ___________________________________________________________________
 PG1842  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 PG1842  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG1842
 PG1842  HORZ ORDER  -  THIRD
 PG1842
 PG1842.The horizontal coordinates were established by classical geodetic methods
 PG1842.and adjusted by the National Geodetic Survey in January 1999..
 PG1842
 PG1842.The orthometric height was scaled from a topographic map.
 PG1842
 PG1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1842
 PG1842.The geoid height was determined by GEOID03.
 PG1842
 PG1842;                    North         East     Units Scale Factor Converg.
 PG1842;SPC NY E     -   645,773.615   234,548.350   MT  0.99998788   +0 44 56.3
 PG1842;SPC NY E     - 2,118,675.60    769,514.04   sFT  0.99998788   +0 44 56.3
 PG1842;SPC VT       -   238,527.298   425,889.876   MT  1.00003180   -0 39 23.3
 PG1842;UTM  18      - 4,944,501.530   624,174.630   MT  0.99978962   +1 06 01.5
 PG1842
 PG1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1842!SPC NY E     -   0.99999987  x   0.99998788  =   0.99998775
 PG1842!SPC VT       -   0.99999987  x   1.00003180  =   1.00003167
 PG1842!UTM  18      -   0.99999987  x   0.99978962  =   0.99978949
 PG1842
 PG1842:                Primary Azimuth Mark                     Grid Az
 PG1842:SPC NY E     -  CRAB ISLAND SOUTH 1870                   037 17 29.7
 PG1842:SPC VT       -  CRAB ISLAND SOUTH 1870                   038 41 49.3
 PG1842:UTM  18      -  CRAB ISLAND SOUTH 1870                   036 56 24.5
 PG1842
 PG1842|---------------------------------------------------------------------|
 PG1842| PID    Reference Object                     Distance      Geod. Az  |
 PG1842|                                                           dddmmss.s |
 PG1842| PG1829 CRAB ISLAND SOUTH 1870              APPROX. 2.3 KM 0380226.0 |
 PG1842|---------------------------------------------------------------------|
 PG1842
 PG1842                          SUPERSEDED SURVEY CONTROL
 PG1842
 PG1842  NAD 83(1996)-  44 38 35.30614(N)    073 26 03.03911(W) AD(       ) 3
 PG1842  NAD 83(1992)-  44 38 35.30716(N)    073 26 03.03939(W) AD(       ) 3
 PG1842  NAD 83(1986)-  44 38 35.31292(N)    073 26 03.03985(W) AD(       ) 3
 PG1842  NAD 27      -  44 38 35.15300(N)    073 26 04.55600(W) AD(       ) 3
 PG1842
 PG1842.Superseded values are not recommended for survey control.
 PG1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1842.See file dsdata.txt to determine how the superseded data were derived.
 PG1842
 PG1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2417544502(NAD 83)
 PG1842
 PG1842  HISTORY     - Date     Condition        Report By
 PG1842  HISTORY     - 1872     MONUMENTED       CGS
 PG1842  HISTORY     - 1963     SEE DESCRIPTION  LDA
 PG1842
 PG1842                          STATION DESCRIPTION
 PG1842
 PG1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (SCM)
 PG1842'STATION IS WHITE FLAG IN PINE TREE NEAR EDGE OF LAKE.  TREE IS
 PG1842'MARKED WITH TRIANGLE.
 PG1842
 PG1842                          STATION RECOVERY (1963)
 PG1842
 PG1842'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PG1842'STATION WAS NOT RECOVERED.  THE DESCRIPTION OF THIS STATION IS
 PG1842'TOO GENERAL.  UNABLE TO ISOLATE A SMALL SEARCH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1826 ***********************************************************************
 PG1826  DESIGNATION -  BLUFF PT LT USLS
 PG1826  PID         -  PG1826
 PG1826  STATE/COUNTY-  NY/CLINTON
 PG1826  USGS QUAD   -  KEESEVILLE (1966)
 PG1826
 PG1826                         *CURRENT SURVEY CONTROL
 PG1826  ___________________________________________________________________
 PG1826* NAD 83(1996)-  44 37 20.90734(N)    073 25 52.98583(W)     ADJUSTED  
 PG1826* NAVD 88     -                                                        
 PG1826  ___________________________________________________________________
 PG1826  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 PG1826  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PG1826
 PG1826  HORZ ORDER  -  THIRD
 PG1826
 PG1826.The horizontal coordinates were established by classical geodetic methods
 PG1826.and adjusted by the National Geodetic Survey in January 1999..
 PG1826
 PG1826
 PG1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1826
 PG1826.The geoid height was determined by GEOID03.
 PG1826
 PG1826;                    North         East     Units Scale Factor Converg.
 PG1826;SPC NY E     -   643,480.209   234,799.971   MT  0.99998840   +0 45 02.4
 PG1826;SPC NY E     - 2,111,151.32    770,339.57   sFT  0.99998840   +0 45 02.4
 PG1826;SPC VT       -   236,228.311   426,085.189   MT  1.00003145   -0 39 15.4
 PG1826;UTM  18      - 4,942,210.164   624,440.259   MT  0.99979043   +1 06 07.2
 PG1826
 PG1826                          SUPERSEDED SURVEY CONTROL
 PG1826
 PG1826  NAD 83(1996)-  44 37 20.90757(N)    073 25 52.98593(W) AD(       ) 4
 PG1826  NAD 83(1992)-  44 37 20.90984(N)    073 25 52.98695(W) AD(       ) 4
 PG1826  NAD 83(1986)-  44 37 20.91585(N)    073 25 52.98615(W) AD(       ) 4
 PG1826  NAD 27      -  44 37 20.74000(N)    073 25 54.51000(W) AD(       ) 3
 PG1826
 PG1826.Superseded values are not recommended for survey control.
 PG1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1826.See file dsdata.txt to determine how the superseded data were derived.
 PG1826
 PG1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2444042210(NAD 83)
 PG1826_MARKER: 14 = NAVIGATION LIGHT
 PG1826
 PG1826  HISTORY     - Date     Condition        Report By
 PG1826  HISTORY     - 1929     FIRST OBSERVED   USLS
 PG1826  HISTORY     - 1959     GOOD             CGS
 PG1826
 PG1826                          STATION DESCRIPTION
 PG1826
 PG1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (DCM)
 PG1826'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS ON ROCKY POINT,
 PG1826'HEAVILY WOODED NW POINT OF VALCOURS ISLAND.  THE STATION IS ABOUT
 PG1826'100 YARDS SW OF VALCOUR LIGHTHOUSE, IT IS THE ONLY HIGH TOWER ON
 PG1826'THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4586 ***********************************************************************
 LX4586  DESIGNATION -  BLUNTS ISLAND RESET
 LX4586  PID         -  LX4586
 LX4586  STATE/COUNTY-  NY/DUTCHESS
 LX4586  USGS QUAD   -  HYDE PARK (1997)
 LX4586
 LX4586                         *CURRENT SURVEY CONTROL
 LX4586  ___________________________________________________________________
 LX4586* NAD 83(1996)-  41 49 08.48874(N)    073 56 38.05982(W)     ADJUSTED  
 LX4586* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4586  ___________________________________________________________________
 LX4586  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LX4586  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX4586
 LX4586  HORZ ORDER  -  THIRD
 LX4586
 LX4586.The horizontal coordinates were established by classical geodetic methods
 LX4586.and adjusted by the National Geodetic Survey in January 1999..
 LX4586
 LX4586.The orthometric height was scaled from a topographic map.
 LX4586
 LX4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4586
 LX4586.The geoid height was determined by GEOID03.
 LX4586
 LX4586;                    North         East     Units Scale Factor Converg.
 LX4586;SPC NY E     -   331,650.339   196,198.629   MT  0.99992626   +0 22 14.9
 LX4586;SPC NY E     - 1,088,089.49    643,695.00   sFT  0.99992626   +0 22 14.9
 LX4586;UTM  18      - 4,630,222.088   587,711.181   MT  0.99969467   +0 42 15.2
 LX4586
 LX4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4586!SPC NY E     -   1.00000486  x   0.99992626  =   0.99993112
 LX4586!UTM  18      -   1.00000486  x   0.99969467  =   0.99969953
 LX4586
 LX4586|---------------------------------------------------------------------|
 LX4586| PID    Reference Object                     Distance      Geod. Az  |
 LX4586|                                                           dddmmss.s |
 LX4586| CB2800 BLUNTS ISLAND WM C                    1.480 METERS 09919     |
 LX4586| CB2796 BLUNTS ISLAND RM 1                    2.910 METERS 17805     |
 LX4586| LX4580 BOLLES ISLAND 2                     APPROX. 0.6 KM 1915059.6 |
 LX4586| CB2799 BLUNTS ISLAND WM B                    1.810 METERS 21042     |
 LX4586| CB2797 BLUNTS ISLAND RM 2                    2.540 METERS 30214     |
 LX4586| CB2798 BLUNTS ISLAND WM A                    1.960 METERS 31736     |
 LX4586| LX4576 ESOPUS ISLAND LIGHTHOUSE            APPROX. 0.6 KM 3212615.8 |
 LX4586| LX4572 ESOPUS ISLAND 2 RESET               APPROX. 0.5 KM 3223106.7 |
 LX4586|---------------------------------------------------------------------|
 LX4586
 LX4586                          SUPERSEDED SURVEY CONTROL
 LX4586
 LX4586  NAD 83(1986)-  41 49 08.49043(N)    073 56 38.05985(W) AD(       ) 3
 LX4586  NAD 27      -  41 49 08.16200(N)    073 56 39.56800(W) AD(       ) 3
 LX4586
 LX4586.Superseded values are not recommended for survey control.
 LX4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4586.See file dsdata.txt to determine how the superseded data were derived.
 LX4586
 LX4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8771130222(NAD 83)
 LX4586
 LX4586  HISTORY     - Date     Condition        Report By
 LX4586  HISTORY     - 1933     MONUMENTED       CGS
 LX4586  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4586  HISTORY     - 1983     GOOD             USPSQD
 LX4586
 LX4586                          STATION DESCRIPTION
 LX4586
 LX4586'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4586'FOUND THREE ARROWS CUT IN ROCK OUTCROP AND POINTING TO A
 LX4586'STATION.  THE STATION FOUND WAS A STANDARD U.S.A.E. DISK IN A MASS
 LX4586'OF CEMENT AND APPARENTLY THE TOP OF A 4-INCH TILE SURROUNDS THE
 LX4586'STATION MARK.  THE TOP OF THIS MARK IS ABOUT 6 INCHES BELOW
 LX4586'THE SURFACE OF THE GROUND.  THE STATION WAS RE-MARKED AND
 LX4586'DESCRIBED AS FOLLOWS--THE STATION WAS RECOVERED.  THE ORIGINAL
 LX4586'DESCRIPTION WHICH IS BELIEVED TO BE BY E. BLUNT IN 1857 STATES
 LX4586'THAT IT IS MARKED BY AN INVERTED CONE LAID IN CEMENT AND
 LX4586'STONE.  IT WAS RECOVERED IN 1905 BY J. B. MILLER WHO STATES
 LX4586'THAT CEMENT WAS RENEWED AND 3 REFERENCE ARROWS ADDED.  THE
 LX4586'THREE REFERENC ARROWS WERE FOUND CUT IN SURROUNDING ROCKS, BUT THE
 LX4586'STATION WAS MARKED BY A U.S.A.E. DISK IN A MASS OF CEMENT
 LX4586'ABOUT 6 INCHES BELOW SURFACE OF GROUND.  SET A STANDARD (U.S.C.
 LX4586'AND G.S.) DISK STAMPED BLUNTS ISLAND 1905-1933 IN A FLAT STONE
 LX4586'AND PLACED THIS OVER THE MARK FOUND SO THAT IT IS FLUSH WITH
 LX4586'THE GROUND.  ALSO SET 2 STANDARD DISK REFERENCE MARKS
 LX4586'STAMPED AS ABOVE, CEMENTED IN OUTCROPPING ROCKS NEAR THE
 LX4586'STATION.  THIS ISLAND CONSISTS OF A BUNCH OF OUTCROPPING
 LX4586'LEDGE ROCKS ABOUT 200 METERS W OF THE E SHORE.  BETWEEN THE
 LX4586'ISLAND AND SHORE LINE IS SHALLOW WATER IN WHICH WATER LILIES
 LX4586'GROW.  THE ISLAND HAS SEVERAL SMALL BUSHES AND CEDAR TREES
 LX4586'GROWING ON IT.
 LX4586'
 LX4586'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4586
 LX4586                          STATION RECOVERY (1983)
 LX4586
 LX4586'RECOVERY NOTE BY US POWER SQUADRON 1983 (EVW)
 LX4586'BLUNTS ID 1905 1933 (TRIANGULATION) RECOVERED GOOD.
 LX4586'
 LX4586'BLUNTS ID 1 1905 1933 REFERENCE
 LX4586'
 LX4586'BLUNTS ID 2 1905 1933 REFERENCE
 LX4586'
 LX4586'TRIANGULATION MARK AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 LX4586'THE JAN 1978 HORIZONTAL CONTROL DATA SHEET DESCRIPTION IS NO LONGER
 LX4586'ADEQUATE.  BLUNTS ISLAND NO LONGER EXISTS IT IS NOW THE SOUTH WEST
 LX4586'CORNER OF A PENINSULA UPON WHICH THE POUGHKEEPSIE YACHT CLUB
 LX4586'STANDS.  THE MARK IS ABOUT 8.5 METERS SOUTH OF THE SOUTHERLY WALL
 LX4586'OF A LAUNCHING WELL AND ABOUT 4 METERS EAST OF THE SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0608 ***********************************************************************
 OE0608  DESIGNATION -  BM
 OE0608  PID         -  OE0608
 OE0608  STATE/COUNTY-  NY/ONEIDA
 OE0608  USGS QUAD   -  REMSEN (1979)
 OE0608
 OE0608                         *CURRENT SURVEY CONTROL
 OE0608  ___________________________________________________________________
 OE0608* NAD 83(1986)-  43 20 21.     (N)    075 11 33.     (W)     SCALED    
 OE0608* NAVD 88     -       367.010  (meters)    1204.10   (feet)  ADJUSTED  
 OE0608  ___________________________________________________________________
 OE0608  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 OE0608  DYNAMIC HT  -         366.910 (meters)    1203.77  (feet)  COMP
 OE0608  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 OE0608
 OE0608  VERT ORDER  -  FIRST     CLASS I
 OE0608
 OE0608.The horizontal coordinates were scaled from a topographic map and have
 OE0608.an estimated accuracy of +/- 6 seconds.
 OE0608
 OE0608.The orthometric height was determined by differential leveling
 OE0608.and adjusted by the National Geodetic Survey in June 1991..
 OE0608
 OE0608.The geoid height was determined by GEOID03.
 OE0608
 OE0608.The dynamic height is computed by dividing the NAVD 88
 OE0608.geopotential number by the normal gravity value computed on the
 OE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0608.degrees latitude (g = 980.6199 gals.).
 OE0608
 OE0608.The modeled gravity was interpolated from observed gravity values.
 OE0608
 OE0608;                    North         East    Units  Estimated Accuracy
 OE0608;SPC NY C     -   371,790.      362,780.      MT  (+/- 180 meters Scaled)
 OE0608
 OE0608                          SUPERSEDED SURVEY CONTROL
 OE0608
 OE0608.No superseded survey control is available for this station.
 OE0608
 OE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN843984(NAD 83)
 OE0608_MARKER: B = BOLT
 OE0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0608_SP_SET: ABUTMENT
 OE0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0608+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 OE0608
 OE0608  HISTORY     - Date     Condition        Report By
 OE0608  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0608  HISTORY     - 1975     GOOD             NGS
 OE0608  HISTORY     - 20050729 GOOD             NYDT
 OE0608
 OE0608                          STATION DESCRIPTION
 OE0608
 OE0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0608'0.55 MI N FROM REMSEN.
 OE0608'0.4 MILE NORTH ALONG MAIN STREET FROM THE REMSEN CENTRAL SCHOOL,
 OE0608'THENCE 0.05 MILE NORTHEAST ALONG A DIM ROAD TO THE ABANDONED RAILROAD
 OE0608'BED--- (THE DIM ROAD IS 0.10 MILE NORTH OF A BLACKTOP ROAD THAT LEADS
 OE0608'NORTHEAST AND OVER THE RAILROAD) THENCE 0.10 MILE NORTH ALONG THE
 OE0608'ABANDONED RAILROAD BED TO A TRESTLE OVER CINCINNATI CREEK, SET IN THE
 OE0608'TOP EAST END OF THE SOUTH ABUTMENT ABOUT 1 FOOT BELOW THE RAILROAD
 OE0608'BED.
 OE0608
 OE0608                          STATION RECOVERY (2005)
 OE0608
 OE0608'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0300 ***********************************************************************
 OE0300  DESIGNATION -  BM
 OE0300  PID         -  OE0300
 OE0300  STATE/COUNTY-  NY/HERKIMER
 OE0300  USGS QUAD   -  LITTLE FALLS (1943)
 OE0300
 OE0300                         *CURRENT SURVEY CONTROL
 OE0300  ___________________________________________________________________
 OE0300* NAD 83(1986)-  43 02 01.     (N)    074 49 53.     (W)     SCALED    
 OE0300* NAVD 88     -       101.335  (meters)     332.46   (feet)  ADJUSTED  
 OE0300  ___________________________________________________________________
 OE0300  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 OE0300  DYNAMIC HT  -         101.306 (meters)     332.37  (feet)  COMP
 OE0300  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 OE0300
 OE0300  VERT ORDER  -  FIRST     CLASS II
 OE0300
 OE0300.The horizontal coordinates were scaled from a topographic map and have
 OE0300.an estimated accuracy of +/- 6 seconds.
 OE0300
 OE0300.The orthometric height was determined by differential leveling
 OE0300.and adjusted by the National Geodetic Survey in June 1991..
 OE0300
 OE0300.The geoid height was determined by GEOID03.
 OE0300
 OE0300.The dynamic height is computed by dividing the NAVD 88
 OE0300.geopotential number by the normal gravity value computed on the
 OE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0300.degrees latitude (g = 980.6199 gals.).
 OE0300
 OE0300.The modeled gravity was interpolated from observed gravity values.
 OE0300
 OE0300;                    North         East    Units  Estimated Accuracy
 OE0300;SPC NY E     -   466,460.      123,000.      MT  (+/- 180 meters Scaled)
 OE0300
 OE0300                          SUPERSEDED SURVEY CONTROL
 OE0300
 OE0300  NGVD 29 (??/??/92)  101.489  (m)          332.97   (f) ADJ UNCH    1 2
 OE0300
 OE0300.Superseded values are not recommended for survey control.
 OE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0300.See file dsdata.txt to determine how the superseded data were derived.
 OE0300
 OE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN137645(NAD 83)
 OE0300_MARKER: Q = CHISELED SQUARE
 OE0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0300_SP_SET: BRIDGE
 OE0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0300
 OE0300  HISTORY     - Date     Condition        Report By
 OE0300  HISTORY     - UNK      MONUMENTED       NYDPW
 OE0300  HISTORY     - 1931     GOOD             NGS
 OE0300
 OE0300                          STATION DESCRIPTION
 OE0300
 OE0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0300'2.2 MI E FROM LITTLE FALLS.
 OE0300'ON THE OLD CANAL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1028 ***********************************************************************
 OE1028  DESIGNATION -  BM
 OE1028  PID         -  OE1028
 OE1028  STATE/COUNTY-  NY/ONEIDA
 OE1028  USGS QUAD   -  WESTDALE (1980)
 OE1028
 OE1028                         *CURRENT SURVEY CONTROL
 OE1028  ___________________________________________________________________
 OE1028* NAD 83(1986)-  43 24 13.     (N)    075 51 11.     (W)     SCALED    
 OE1028* NAVD 88     -       168.035  (meters)     551.29   (feet)  ADJUSTED  
 OE1028  ___________________________________________________________________
 OE1028  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 OE1028  DYNAMIC HT  -         167.997 (meters)     551.17  (feet)  COMP
 OE1028  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 OE1028
 OE1028  VERT ORDER  -  SECOND    CLASS 0
 OE1028
 OE1028.The horizontal coordinates were scaled from a topographic map and have
 OE1028.an estimated accuracy of +/- 6 seconds.
 OE1028
 OE1028.The orthometric height was determined by differential leveling
 OE1028.and adjusted by the National Geodetic Survey in June 1991..
 OE1028
 OE1028.The geoid height was determined by GEOID03.
 OE1028
 OE1028.The dynamic height is computed by dividing the NAVD 88
 OE1028.geopotential number by the normal gravity value computed on the
 OE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1028.degrees latitude (g = 980.6199 gals.).
 OE1028
 OE1028.The modeled gravity was interpolated from observed gravity values.
 OE1028
 OE1028;                    North         East    Units  Estimated Accuracy
 OE1028;SPC NY C     -   378,270.      309,150.      MT  (+/- 180 meters Scaled)
 OE1028
 OE1028                          SUPERSEDED SURVEY CONTROL
 OE1028
 OE1028  NGVD 29 (??/??/92)  168.204  (m)          551.85   (f) ADJ UNCH    2 0
 OE1028
 OE1028.Superseded values are not recommended for survey control.
 OE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1028.See file dsdata.txt to determine how the superseded data were derived.
 OE1028
 OE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP309059(NAD 83)
 OE1028_MARKER: Z = SEE DESCRIPTION
 OE1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1028_SP_SET: RAIL
 OE1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1028
 OE1028  HISTORY     - Date     Condition        Report By
 OE1028  HISTORY     - UNK      MONUMENTED       NYCRR
 OE1028  HISTORY     - 1934     GOOD             NGS
 OE1028
 OE1028                          STATION DESCRIPTION
 OE1028
 OE1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE1028'2.3 MI N FROM WESTDALE.
 OE1028'2.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE1028'AT WESTDALE, ONEIDA COUNTY, 2 FEET EAST OF MILEPOST R 16, 5 FEET WEST
 OE1028'OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL. THE
 OE1028'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1030 ***********************************************************************
 OE1030  DESIGNATION -  BM
 OE1030  PID         -  OE1030
 OE1030  STATE/COUNTY-  NY/OSWEGO
 OE1030  USGS QUAD   -  WESTDALE (1980)
 OE1030
 OE1030                         *CURRENT SURVEY CONTROL
 OE1030  ___________________________________________________________________
 OE1030* NAD 83(1986)-  43 24 49.     (N)    075 51 53.     (W)     SCALED    
 OE1030* NAVD 88     -       178.237  (meters)     584.77   (feet)  ADJUSTED  
 OE1030  ___________________________________________________________________
 OE1030  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 OE1030  DYNAMIC HT  -         178.195 (meters)     584.63  (feet)  COMP
 OE1030  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 OE1030
 OE1030  VERT ORDER  -  SECOND    CLASS 0
 OE1030
 OE1030.The horizontal coordinates were scaled from a topographic map and have
 OE1030.an estimated accuracy of +/- 6 seconds.
 OE1030
 OE1030.The orthometric height was determined by differential leveling
 OE1030.and adjusted by the National Geodetic Survey in June 1991..
 OE1030
 OE1030.The geoid height was determined by GEOID03.
 OE1030
 OE1030.The dynamic height is computed by dividing the NAVD 88
 OE1030.geopotential number by the normal gravity value computed on the
 OE1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1030.degrees latitude (g = 980.6199 gals.).
 OE1030
 OE1030.The modeled gravity was interpolated from observed gravity values.
 OE1030
 OE1030;                    North         East    Units  Estimated Accuracy
 OE1030;SPC NY C     -   379,370.      308,200.      MT  (+/- 180 meters Scaled)
 OE1030
 OE1030                          SUPERSEDED SURVEY CONTROL
 OE1030
 OE1030  NGVD 29 (??/??/92)  178.398  (m)          585.29   (f) ADJ UNCH    2 0
 OE1030
 OE1030.Superseded values are not recommended for survey control.
 OE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1030.See file dsdata.txt to determine how the superseded data were derived.
 OE1030
 OE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP299071(NAD 83)
 OE1030_MARKER: Z = SEE DESCRIPTION
 OE1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1030_SP_SET: RAIL
 OE1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1030
 OE1030  HISTORY     - Date     Condition        Report By
 OE1030  HISTORY     - UNK      MONUMENTED       NYCRR
 OE1030  HISTORY     - 1934     GOOD             NGS
 OE1030
 OE1030                          STATION DESCRIPTION
 OE1030
 OE1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE1030'1.6 MI S FROM WILLIAMSTOWN.
 OE1030'1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE1030'AT WILLIAMSTOWN, OSWEGO COUNTY,2.2 FEET EAST OF MILEPOST R 15, 4.8
 OE1030'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 OE1030'RAIL. THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0785 ***********************************************************************
 OE0785  DESIGNATION -  BM
 OE0785  PID         -  OE0785
 OE0785  STATE/COUNTY-  NY/ONEIDA
 OE0785  USGS QUAD   -  SOUTH TRENTON (1983)
 OE0785
 OE0785                         *CURRENT SURVEY CONTROL
 OE0785  ___________________________________________________________________
 OE0785* NAD 83(1986)-  43 07 30.     (N)    075 12 13.     (W)     SCALED    
 OE0785* NAVD 88     -       146.760  (meters)     481.50   (feet)  ADJUSTED  
 OE0785  ___________________________________________________________________
 OE0785  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 OE0785  DYNAMIC HT  -         146.721 (meters)     481.37  (feet)  COMP
 OE0785  MODELED GRAV-     980,354.6   (mgal)                       NAVD 88
 OE0785
 OE0785  VERT ORDER  -  SECOND    CLASS 0
 OE0785
 OE0785.The horizontal coordinates were scaled from a topographic map and have
 OE0785.an estimated accuracy of +/- 6 seconds.
 OE0785
 OE0785.The orthometric height was determined by differential leveling
 OE0785.and adjusted by the National Geodetic Survey in June 1991..
 OE0785
 OE0785.The geoid height was determined by GEOID03.
 OE0785
 OE0785.The dynamic height is computed by dividing the NAVD 88
 OE0785.geopotential number by the normal gravity value computed on the
 OE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0785.degrees latitude (g = 980.6199 gals.).
 OE0785
 OE0785.The modeled gravity was interpolated from observed gravity values.
 OE0785
 OE0785;                    North         East    Units  Estimated Accuracy
 OE0785;SPC NY C     -   347,980.      362,270.      MT  (+/- 180 meters Scaled)
 OE0785
 OE0785                          SUPERSEDED SURVEY CONTROL
 OE0785
 OE0785  NGVD 29 (??/??/92)  146.91   (m)          482.0    (f) COMPUTED    2 0
 OE0785
 OE0785.Superseded values are not recommended for survey control.
 OE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0785.See file dsdata.txt to determine how the superseded data were derived.
 OE0785
 OE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN834747(NAD 83)
 OE0785_MARKER: DD = SURVEY DISK
 OE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0785+STABILITY: SURFACE MOTION
 OE0785
 OE0785  HISTORY     - Date     Condition        Report By
 OE0785  HISTORY     - UNK      MONUMENTED       NYGS
 OE0785  HISTORY     - 1935     GOOD             NGS
 OE0785  HISTORY     - 1974     MARK NOT FOUND   USGS
 OE0785
 OE0785                          STATION DESCRIPTION
 OE0785
 OE0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0785'1.9 MI N FROM UTICA.
 OE0785'U.S.C. AND G.S. AND S.S. IS LOCATED 1.9 MILES NORTH OF THE POST OFFICE
 OE0785'AT UTICA.  0.7 OF MILE NORTH OF THE JUNCTION OF STATE ROAD 8 AND 12.
 OE0785'320 FEET SOUTH OF CENTER LINE OF AN ASPHALT T ROAD EAST. 52.5 FEET
 OE0785'SOUTHEAST OF A TELEGRAPH POLE.  15 FEET EAST OF CENTERLINE OF S.R. NO.
 OE0785'8.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 OE0785
 OE0785                          STATION RECOVERY (1974)
 OE0785
 OE0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OE0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1043 ***********************************************************************
 OE1043  DESIGNATION -  BM
 OE1043  PID         -  OE1043
 OE1043  STATE/COUNTY-  NY/OSWEGO
 OE1043  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1043
 OE1043                         *CURRENT SURVEY CONTROL
 OE1043  ___________________________________________________________________
 OE1043* NAD 83(1986)-  43 28 32.     (N)    075 56 28.     (W)     SCALED    
 OE1043* NAVD 88     -       193.710  (meters)     635.53   (feet)  ADJUSTED  
 OE1043  ___________________________________________________________________
 OE1043  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 OE1043  DYNAMIC HT  -         193.666 (meters)     635.39  (feet)  COMP
 OE1043  MODELED GRAV-     980,388.7   (mgal)                       NAVD 88
 OE1043
 OE1043  VERT ORDER  -  SECOND    CLASS 0
 OE1043
 OE1043.The horizontal coordinates were scaled from a topographic map and have
 OE1043.an estimated accuracy of +/- 6 seconds.
 OE1043
 OE1043.The orthometric height was determined by differential leveling
 OE1043.and adjusted by the National Geodetic Survey in June 1991..
 OE1043
 OE1043.The geoid height was determined by GEOID03.
 OE1043
 OE1043.The dynamic height is computed by dividing the NAVD 88
 OE1043.geopotential number by the normal gravity value computed on the
 OE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1043.degrees latitude (g = 980.6199 gals.).
 OE1043
 OE1043.The modeled gravity was interpolated from observed gravity values.
 OE1043
 OE1043;                    North         East    Units  Estimated Accuracy
 OE1043;SPC NY C     -   386,200.      301,960.      MT  (+/- 180 meters Scaled)
 OE1043
 OE1043                          SUPERSEDED SURVEY CONTROL
 OE1043
 OE1043  NGVD 29 (??/??/92)  193.856  (m)          636.01   (f) ADJ UNCH    2 0
 OE1043
 OE1043.Superseded values are not recommended for survey control.
 OE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1043.See file dsdata.txt to determine how the superseded data were derived.
 OE1043
 OE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP238140(NAD 83)
 OE1043_MARKER: Z = SEE DESCRIPTION
 OE1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1043_SP_SET: RAIL
 OE1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1043
 OE1043  HISTORY     - Date     Condition        Report By
 OE1043  HISTORY     - UNK      MONUMENTED       NYCRR
 OE1043  HISTORY     - 1934     GOOD             NGS
 OE1043
 OE1043                          STATION DESCRIPTION
 OE1043
 OE1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE1043'1.3 MI N FROM KASOAG.
 OE1043'1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE1043'AT KASOAG, OSWEGO COUNTY, 1.8 FEET EAST OF MILEPOST R 9, 5.5 FEET WEST
 OE1043'OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL. THE
 OE1043'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0675 ***********************************************************************
 OE0675  DESIGNATION -  BM
 OE0675  PID         -  OE0675
 OE0675  STATE/COUNTY-  NY/ONEIDA
 OE0675  USGS QUAD   -  ORISKANY (1955)
 OE0675
 OE0675                         *CURRENT SURVEY CONTROL
 OE0675  ___________________________________________________________________
 OE0675* NAD 83(1986)-  43 09 38.     (N)    075 20 02.     (W)     SCALED    
 OE0675* NAVD 88     -       132.032  (meters)     433.18   (feet)  ADJUSTED  
 OE0675  ___________________________________________________________________
 OE0675  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 OE0675  DYNAMIC HT  -         131.998 (meters)     433.06  (feet)  COMP
 OE0675  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 OE0675
 OE0675  VERT ORDER  -  FIRST     CLASS II
 OE0675
 OE0675.The horizontal coordinates were scaled from a topographic map and have
 OE0675.an estimated accuracy of +/- 6 seconds.
 OE0675
 OE0675.The orthometric height was determined by differential leveling
 OE0675.and adjusted by the National Geodetic Survey in June 1991..
 OE0675
 OE0675.The geoid height was determined by GEOID03.
 OE0675
 OE0675.The dynamic height is computed by dividing the NAVD 88
 OE0675.geopotential number by the normal gravity value computed on the
 OE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0675.degrees latitude (g = 980.6199 gals.).
 OE0675
 OE0675.The modeled gravity was interpolated from observed gravity values.
 OE0675
 OE0675;                    North         East    Units  Estimated Accuracy
 OE0675;SPC NY C     -   351,760.      351,610.      MT  (+/- 180 meters Scaled)
 OE0675
 OE0675                          SUPERSEDED SURVEY CONTROL
 OE0675
 OE0675  NGVD 29 (??/??/92)  132.19   (m)          433.7    (f) COMPUTED    1 2
 OE0675
 OE0675.Superseded values are not recommended for survey control.
 OE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0675.See file dsdata.txt to determine how the superseded data were derived.
 OE0675
 OE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN728786(NAD 83)
 OE0675_MARKER: Z = SEE DESCRIPTION
 OE0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0675_SP_SET: STONE COPING
 OE0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0675
 OE0675  HISTORY     - Date     Condition        Report By
 OE0675  HISTORY     - UNK      MONUMENTED       CGS
 OE0675  HISTORY     - 1931     GOOD             NGS
 OE0675
 OE0675                          STATION DESCRIPTION
 OE0675
 OE0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0675'IN ORISKANY.
 OE0675'AT ORISKANY AQUEDUCT OF ERIE CANAL.  ON NORTH END OF WEST COPING.
 OE0675'(MARK CANNOT BE IDENTIFIED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1048 ***********************************************************************
 OE1048  DESIGNATION -  BM
 OE1048  PID         -  OE1048
 OE1048  STATE/COUNTY-  NY/OSWEGO
 OE1048  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1048
 OE1048                         *CURRENT SURVEY CONTROL
 OE1048  ___________________________________________________________________
 OE1048* NAD 83(1986)-  43 29 45.     (N)    075 59 14.     (W)     SCALED    
 OE1048* NAVD 88     -       183.736  (meters)     602.81   (feet)  ADJUSTED  
 OE1048  ___________________________________________________________________
 OE1048  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OE1048  DYNAMIC HT  -         183.695 (meters)     602.67  (feet)  COMP
 OE1048  MODELED GRAV-     980,395.6   (mgal)                       NAVD 88
 OE1048
 OE1048  VERT ORDER  -  SECOND    CLASS 0
 OE1048
 OE1048.The horizontal coordinates were scaled from a topographic map and have
 OE1048.an estimated accuracy of +/- 6 seconds.
 OE1048
 OE1048.The orthometric height was determined by differential leveling
 OE1048.and adjusted by the National Geodetic Survey in June 1991..
 OE1048
 OE1048.The geoid height was determined by GEOID03.
 OE1048
 OE1048.The dynamic height is computed by dividing the NAVD 88
 OE1048.geopotential number by the normal gravity value computed on the
 OE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1048.degrees latitude (g = 980.6199 gals.).
 OE1048
 OE1048.The modeled gravity was interpolated from observed gravity values.
 OE1048
 OE1048;                    North         East    Units  Estimated Accuracy
 OE1048;SPC NY C     -   388,430.      298,210.      MT  (+/- 180 meters Scaled)
 OE1048
 OE1048                          SUPERSEDED SURVEY CONTROL
 OE1048
 OE1048  NGVD 29 (??/??/92)  183.882  (m)          603.29   (f) ADJ UNCH    2 0
 OE1048
 OE1048.Superseded values are not recommended for survey control.
 OE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1048.See file dsdata.txt to determine how the superseded data were derived.
 OE1048
 OE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP201163(NAD 83)
 OE1048_MARKER: Z = SEE DESCRIPTION
 OE1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1048_SP_SET: RAIL
 OE1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1048
 OE1048  HISTORY     - Date     Condition        Report By
 OE1048  HISTORY     - UNK      MONUMENTED       NYCRR
 OE1048  HISTORY     - 1934     GOOD             NGS
 OE1048
 OE1048                          STATION DESCRIPTION
 OE1048
 OE1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OE1048'1.4 MI S FROM ALTMAR.
 OE1048'1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE1048'AT ALTMAR, OSWEGO COUNTY, 2 FEET EAST OF MILEPOST R 6, 6 FEET WEST OF
 OE1048'THE WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL. THE
 OE1048'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0808 ***********************************************************************
 MZ0808  DESIGNATION -  BM
 MZ0808  PID         -  MZ0808
 MZ0808  STATE/COUNTY-  NY/SARATOGA
 MZ0808  USGS QUAD   -  MECHANICVILLE (1980)
 MZ0808
 MZ0808                         *CURRENT SURVEY CONTROL
 MZ0808  ___________________________________________________________________
 MZ0808* NAD 83(1986)-  42 53 16.     (N)    073 41 26.     (W)     SCALED    
 MZ0808* NAVD 88     -        16.340  (meters)      53.61   (feet)  ADJUSTED  
 MZ0808  ___________________________________________________________________
 MZ0808  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 MZ0808  DYNAMIC HT  -          16.335 (meters)      53.59  (feet)  COMP
 MZ0808  MODELED GRAV-     980,354.2   (mgal)                       NAVD 88
 MZ0808
 MZ0808  VERT ORDER  -  FIRST     CLASS II
 MZ0808
 MZ0808.The horizontal coordinates were scaled from a topographic map and have
 MZ0808.an estimated accuracy of +/- 6 seconds.
 MZ0808
 MZ0808.The orthometric height was determined by differential leveling
 MZ0808.and adjusted by the National Geodetic Survey in June 1991..
 MZ0808
 MZ0808.The geoid height was determined by GEOID03.
 MZ0808
 MZ0808.The dynamic height is computed by dividing the NAVD 88
 MZ0808.geopotential number by the normal gravity value computed on the
 MZ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0808.degrees latitude (g = 980.6199 gals.).
 MZ0808
 MZ0808.The modeled gravity was interpolated from observed gravity values.
 MZ0808
 MZ0808;                    North         East    Units  Estimated Accuracy
 MZ0808;SPC NY E     -   450,520.      216,120.      MT  (+/- 180 meters Scaled)
 MZ0808
 MZ0808                          SUPERSEDED SURVEY CONTROL
 MZ0808
 MZ0808.No superseded survey control is available for this station.
 MZ0808
 MZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN069491(NAD 83)
 MZ0808_MARKER: B = BOLT
 MZ0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0808_SP_SET: WALL
 MZ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0808
 MZ0808  HISTORY     - Date     Condition        Report By
 MZ0808  HISTORY     - UNK      MONUMENTED       USWB
 MZ0808  HISTORY     - 1955     GOOD             NGS
 MZ0808  HISTORY     - 1974     MARK NOT FOUND   NGS
 MZ0808  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MZ0808  HISTORY     - 20050616 MARK NOT FOUND   USPSQD
 MZ0808
 MZ0808                          STATION DESCRIPTION
 MZ0808
 MZ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0808'2.0 MI S FROM MECHANICVILLE.
 MZ0808'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY 4 FROM THE POST OFFICE AT
 MZ0808'MECHANICVILLE, THENCE 0.2 MILE EAST ALONG A PRIVATE ROAD TO LOCK 2, IN
 MZ0808'THE TOP OF THE SOUTHEAST CORNER OF THE EAST WALL OF LOCK 2, 21 FEET
 MZ0808'SOUTHEAST OF THE HING PIN AT THE EAST END OF THE LOCK GATE, 19 FEET
 MZ0808'EAST OF RIVER GAGE NO. 104, 62 FEET NORTHEAST OF THE CENTER OF THE
 MZ0808'EAST END OF A STEEL TRUSS HIGHWAY BRIDGE THAT LEADS TO THE LOCK, 1.6
 MZ0808'FEET WEST OF THE EAST FACE OF THE LOCK WALL, 1.5 FEET NORTH OF THE
 MZ0808'SOUTH END OF THE WALL.  THE BOLT IS SURROUNDED BY THE LETTERS AND
 MZ0808'FIGURES B M E L 55.20 CUT IN THE TOP OF THE CONCRETE WALL.
 MZ0808
 MZ0808                          STATION RECOVERY (1974)
 MZ0808
 MZ0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MZ0808'MARK NOT FOUND.
 MZ0808
 MZ0808                          STATION RECOVERY (2004)
 MZ0808
 MZ0808'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0808'MARK NOT FOUND.
 MZ0808
 MZ0808                          STATION RECOVERY (2005)
 MZ0808
 MZ0808'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0632 ***********************************************************************
 KU0632  DESIGNATION -  BM
 KU0632  PID         -  KU0632
 KU0632  STATE/COUNTY-  NY/NASSAU
 KU0632  USGS QUAD   -  AMITYVILLE (1979)
 KU0632
 KU0632                         *CURRENT SURVEY CONTROL
 KU0632  ___________________________________________________________________
 KU0632* NAD 83(1986)-  40 40 46.     (N)    073 25 56.     (W)     SCALED    
 KU0632* NAVD 88     -         7.101  (meters)      23.30   (feet)  ADJUSTED  
 KU0632  ___________________________________________________________________
 KU0632  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU0632  DYNAMIC HT  -           7.098 (meters)      23.29  (feet)  COMP
 KU0632  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 KU0632
 KU0632  VERT ORDER  -  SECOND    CLASS 0
 KU0632
 KU0632.The horizontal coordinates were scaled from a topographic map and have
 KU0632.an estimated accuracy of +/- 6 seconds.
 KU0632
 KU0632.The orthometric height was determined by differential leveling
 KU0632.and adjusted by the National Geodetic Survey in June 1991..
 KU0632
 KU0632.The geoid height was determined by GEOID03.
 KU0632
 KU0632.The dynamic height is computed by dividing the NAVD 88
 KU0632.geopotential number by the normal gravity value computed on the
 KU0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0632.degrees latitude (g = 980.6199 gals.).
 KU0632
 KU0632.The modeled gravity was interpolated from observed gravity values.
 KU0632
 KU0632;                    North         East    Units  Estimated Accuracy
 KU0632;SPC NY L     -    57,100.      348,000.      MT  (+/- 180 meters Scaled)
 KU0632
 KU0632                          SUPERSEDED SURVEY CONTROL
 KU0632
 KU0632  NGVD 29 (??/??/92)    7.468  (m)           24.50   (f) ADJ UNCH    2 0
 KU0632
 KU0632.Superseded values are not recommended for survey control.
 KU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0632.See file dsdata.txt to determine how the superseded data were derived.
 KU0632
 KU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL324043(NAD 83)
 KU0632_MARKER: Z = SEE DESCRIPTION
 KU0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0632_SP_SET: CONCRETE BASE SIGNAL
 KU0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0632
 KU0632  HISTORY     - Date     Condition        Report By
 KU0632  HISTORY     - UNK      MONUMENTED       LIRR
 KU0632  HISTORY     - 1932     GOOD             NGS
 KU0632  HISTORY     - 1956     POOR             NGS
 KU0632  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0632  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0632
 KU0632                          STATION DESCRIPTION
 KU0632
 KU0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0632'0.6 MI W FROM AMITYVILLE.
 KU0632'IN NASSAU COUNTY, 0.6 MILE WEST ALONG THE LONG ISLAND RAILROAD
 KU0632'FROM THE STATION AT AMITYVILLE, SUFFOLK COUNTY, 0.1 MILE EAST
 KU0632'OF THE RAILROAD OVERPASS OVER SUNRISE HIGHWAY (STATE HIGHWAY 27),
 KU0632'DIRECTLY NORTH OF A ROAD JUNCTION (STATE HIGHWAY 27A LEADS
 KU0632'SOUTH AND WEST, THE AMITYVILLE ROAD LEADS EAST, AND A DIRT ROAD LEADS
 KU0632'NORTH), 75 FEET WEST OF MILEPOST 30, 9.8 FEET WEST OF A NEW
 KU0632'BATTERY BOX, 8.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KU0632'(EASTBOUND) TRACK, AND ON THE TOP OF THE NORTHWEST CORNER OF A
 KU0632'CONCRETE BASE (A FORMER BATTERY-BOX BASE).  A PROJECTING POINT.
 KU0632'NOTE-- IT WAS REPORTED IN NOVEMBER 1956 THAT THE NORTHWEST
 KU0632'CORNER OF THE BASE IS NOTICEABLY HIGHER THAN THE REST OF THE
 KU0632'BASE.  THE BASE MAY HAVE SETTLED OR HAVE BEEN HIT BY HEAVY
 KU0632'RAILROAD EQUIPMENT.  USE WITH CAUTION.
 KU0632
 KU0632                          STATION RECOVERY (1956)
 KU0632
 KU0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0632'MARK RECOVERED IN POOR CONDITION.
 KU0632
 KU0632                          STATION RECOVERY (1985)
 KU0632
 KU0632'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0632'MARK NOT FOUND.
 KU0632
 KU0632                          STATION RECOVERY (1985)
 KU0632
 KU0632'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1609 ***********************************************************************
 KU1609  DESIGNATION -  BM
 KU1609  PID         -  KU1609
 KU1609  STATE/COUNTY-  NY/NASSAU
 KU1609  USGS QUAD   -  HICKSVILLE (1979)
 KU1609
 KU1609                         *CURRENT SURVEY CONTROL
 KU1609  ___________________________________________________________________
 KU1609* NAD 83(1986)-  40 51 25.     (N)    073 30 44.     (W)     SCALED    
 KU1609* NAVD 88     -        66.647  (meters)     218.66   (feet)  ADJUSTED  
 KU1609  ___________________________________________________________________
 KU1609  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU1609  DYNAMIC HT  -          66.623 (meters)     218.58  (feet)  COMP
 KU1609  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 KU1609
 KU1609  VERT ORDER  -  SECOND    CLASS II
 KU1609
 KU1609.The horizontal coordinates were scaled from a topographic map and have
 KU1609.an estimated accuracy of +/- 6 seconds.
 KU1609
 KU1609.The orthometric height was determined by differential leveling
 KU1609.and adjusted by the National Geodetic Survey in June 1991..
 KU1609
 KU1609.The geoid height was determined by GEOID03.
 KU1609
 KU1609.The dynamic height is computed by dividing the NAVD 88
 KU1609.geopotential number by the normal gravity value computed on the
 KU1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1609.degrees latitude (g = 980.6199 gals.).
 KU1609
 KU1609.The modeled gravity was interpolated from observed gravity values.
 KU1609
 KU1609;                    North         East    Units  Estimated Accuracy
 KU1609;SPC NY L     -    76,770.      341,130.      MT  (+/- 180 meters Scaled)
 KU1609
 KU1609                          SUPERSEDED SURVEY CONTROL
 KU1609
 KU1609  NGVD 29 (??/??/92)   66.970  (m)          219.72   (f) ADJ UNCH    2 0
 KU1609
 KU1609.Superseded values are not recommended for survey control.
 KU1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1609.See file dsdata.txt to determine how the superseded data were derived.
 KU1609
 KU1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL253239(NAD 83)
 KU1609_MARKER: DD = SURVEY DISK
 KU1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1609_SP_SET: CONCRETE POST
 KU1609_MARK LOGO: USE   
 KU1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1609+STABILITY: SURFACE MOTION
 KU1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1609+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 KU1609
 KU1609  HISTORY     - Date     Condition        Report By
 KU1609  HISTORY     - UNK      MONUMENTED       USE
 KU1609  HISTORY     - 1932     GOOD             NGS
 KU1609  HISTORY     - 1935     GOOD             NGS
 KU1609  HISTORY     - 19901010 GOOD             SBAS
 KU1609  HISTORY     - 20031104 GOOD             NGS
 KU1609  HISTORY     - 20031210 GOOD             NGS
 KU1609
 KU1609                          STATION DESCRIPTION
 KU1609
 KU1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1609'2 MI SE FROM OYSTER BAY.
 KU1609'2 MILES SOUTHEAST ALONG BERRY HILL ROAD FROM OYSTER BAY, NASSAU
 KU1609'COUNTY, AT THE JUNCTION OF SANDY HILL ROAD, 30 FEET EAST OF THE
 KU1609'CENTERLINE OF SANDY HILL ROAD, 25 FEET SOUTHEAST OF POLE NYT
 KU1609'60 NPL, AND 1 FOOT WEST OF A FENCE LINE.  A COPRS OF ENGINEERS,
 KU1609'U.S. ARMY, STANDARD MAP-CONTROL STATION DISK, SET IN THE TOP
 KU1609'OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE
 KU1609'GROUND.
 KU1609
 KU1609                          STATION RECOVERY (1935)
 KU1609
 KU1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1609'RECOVERED IN GOOD CONDITION.
 KU1609
 KU1609                          STATION RECOVERY (1990)
 KU1609
 KU1609'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1990
 KU1609'RECOVERED IN GOOD CONDITION.
 KU1609
 KU1609                          STATION RECOVERY (2003)
 KU1609
 KU1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1609'AT THE INTERSECTION OF BERRY HILL AND SANDY HILL ROADS, 1.3 MILES SE
 KU1609'ALONG BERRY HILL FROM STATE RT 106 OR 0.8 MILE NW ALONG SAME FROM RT
 KU1609'25A, 10 FT SOUTH OF THE MIDDLE OF A SHORT FARM LANE, PROJECTING 4
 KU1609'INCHES ON TOP OF A LOW BANK, ABOUT 2.5 FT ABOVE SANDY HILL RD.
 KU1609' 
 KU1609'ALSO 30.5 FT SE OF A ROAD SIGN--WEIGHT LIMIT 5 TONS, 23 FT SE OF A
 KU1609'POLE WITH ATTACHED STREET SIGNS, STREET LIGHT AND TRANSFORMER, 18 FT
 KU1609'EAST OF EAST EDGE OF PAVEMENT, 14.5 FT EAST OF NORTHMOST OF 3 SIGNS
 KU1609'WITH YELLOW/BLACK ARROWS INDICATING CURVE IN ROAD, 2.7 FT SW OF DOUBLE
 KU1609'CONCRETE FENCE POSTS AND 1 FT WEST OF BROKEN WOOD RAIL FENCE.
 KU1609
 KU1609                          STATION RECOVERY (2003)
 KU1609
 KU1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1609'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0161 ***********************************************************************
 KU0161  DESIGNATION -  BM
 KU0161  PID         -  KU0161
 KU0161  STATE/COUNTY-  NY/SUFFOLK
 KU0161  USGS QUAD   -  EASTPORT (1956)
 KU0161
 KU0161                         *CURRENT SURVEY CONTROL
 KU0161  ___________________________________________________________________
 KU0161* NAD 83(1986)-  40 49 54.     (N)    072 38 11.     (W)     SCALED    
 KU0161* NAVD 88     -         9.430  (meters)      30.94   (feet)  ADJUSTED  
 KU0161  ___________________________________________________________________
 KU0161  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU0161  DYNAMIC HT  -           9.426 (meters)      30.93  (feet)  COMP
 KU0161  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 KU0161
 KU0161  VERT ORDER  -  SECOND    CLASS 0
 KU0161
 KU0161.The horizontal coordinates were scaled from a topographic map and have
 KU0161.an estimated accuracy of +/- 6 seconds.
 KU0161
 KU0161.The orthometric height was determined by differential leveling
 KU0161.and adjusted by the National Geodetic Survey in June 1991..
 KU0161.WARNING-Repeat measurements at this control monument indicate possible
 KU0161.vertical movement.
 KU0161
 KU0161.The geoid height was determined by GEOID03.
 KU0161
 KU0161.The dynamic height is computed by dividing the NAVD 88
 KU0161.geopotential number by the normal gravity value computed on the
 KU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0161.degrees latitude (g = 980.6199 gals.).
 KU0161
 KU0161.The modeled gravity was interpolated from observed gravity values.
 KU0161
 KU0161;                    North         East    Units  Estimated Accuracy
 KU0161;SPC NY L     -    74,740.      415,010.      MT  (+/- 180 meters Scaled)
 KU0161
 KU0161                          SUPERSEDED SURVEY CONTROL
 KU0161
 KU0161  NGVD 29 (??/??/92)    9.717  (m)           31.88   (f) ADJ UNCH    2 0
 KU0161
 KU0161.Superseded values are not recommended for survey control.
 KU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0161.See file dsdata.txt to determine how the superseded data were derived.
 KU0161
 KU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL992227(NAD 83)
 KU0161_MARKER: X = CHISELED CROSS
 KU0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0161_SP_SET: TRACK
 KU0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0161
 KU0161  HISTORY     - Date     Condition        Report By
 KU0161  HISTORY     - UNK      MONUMENTED       LIRR
 KU0161  HISTORY     - 1956     GOOD             NGS
 KU0161  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0161  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU0161
 KU0161                          STATION DESCRIPTION
 KU0161
 KU0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0161'0.8 MI E FROM WESTHAMPTON.
 KU0161'0.8 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0161'AT WESTHAMPTON, 34 FEET SOUTHWEST OF THE 18TH TELEPHONE POLE
 KU0161'EAST OF MILE POST NO. 74, SET AT THE CENTERLINE OF TRACK, A
 KU0161'CHISELED CROSS ON TOP OF STEEL RAIL.
 KU0161
 KU0161                          STATION RECOVERY (1986)
 KU0161
 KU0161'RECOVERY NOTE BY US POWER SQUADRON 1986 (WAD)
 KU0161'MARK NOT FOUND.
 KU0161
 KU0161                          STATION RECOVERY (1990)
 KU0161
 KU0161'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCB)
 KU0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0078 ***********************************************************************
 OF0078  DESIGNATION -  BM
 OF0078  PID         -  OF0078
 OF0078  STATE/COUNTY-  NY/OSWEGO
 OF0078  USGS QUAD   -  PULASKI (1980)
 OF0078
 OF0078                         *CURRENT SURVEY CONTROL
 OF0078  ___________________________________________________________________
 OF0078* NAD 83(1986)-  43 32 05.     (N)    076 10 44.     (W)     SCALED    
 OF0078* NAVD 88     -        90.678  (meters)     297.50   (feet)  ADJUSTED  
 OF0078  ___________________________________________________________________
 OF0078  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OF0078  DYNAMIC HT  -          90.660 (meters)     297.44  (feet)  COMP
 OF0078  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 OF0078
 OF0078  VERT ORDER  -  FIRST     CLASS II
 OF0078
 OF0078.The horizontal coordinates were scaled from a topographic map and have
 OF0078.an estimated accuracy of +/- 6 seconds.
 OF0078
 OF0078.The orthometric height was determined by differential leveling
 OF0078.and adjusted by the National Geodetic Survey in June 1991..
 OF0078.WARNING-Repeat measurements at this control monument indicate possible
 OF0078.vertical movement.
 OF0078
 OF0078.The geoid height was determined by GEOID03.
 OF0078
 OF0078.The dynamic height is computed by dividing the NAVD 88
 OF0078.geopotential number by the normal gravity value computed on the
 OF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0078.degrees latitude (g = 980.6199 gals.).
 OF0078
 OF0078.The modeled gravity was interpolated from observed gravity values.
 OF0078
 OF0078;                    North         East    Units  Estimated Accuracy
 OF0078;SPC NY C     -   392,650.      282,690.      MT  (+/- 180 meters Scaled)
 OF0078
 OF0078                          SUPERSEDED SURVEY CONTROL
 OF0078
 OF0078  NGVD 29 (??/??/92)   90.819  (m)          297.96   (f) ADJ UNCH    1 2
 OF0078
 OF0078.Superseded values are not recommended for survey control.
 OF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0078.See file dsdata.txt to determine how the superseded data were derived.
 OF0078
 OF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP047208(NAD 83)
 OF0078_MARKER: Z = SEE DESCRIPTION
 OF0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0078_SP_SET: RAIL
 OF0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0078
 OF0078  HISTORY     - Date     Condition        Report By
 OF0078  HISTORY     - UNK      MONUMENTED       NYCRR
 OF0078  HISTORY     - 1919     GOOD             NGS
 OF0078  HISTORY     - 1942     GOOD             NGS
 OF0078
 OF0078                          STATION DESCRIPTION
 OF0078
 OF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0078'AT DAYSVILLE.
 OF0078'BM AT DAYSVILLE, OSWEGO COUNTY, 15 POLES NORTHEAST OF THE OLD SITE
 OF0078'OF THE NEW YORK CENTRAL RAILROAD STATION, IN FRONT OF AND 2 FEET
 OF0078'SOUTH OF MILEPOST P 3, AND 5 FEET NORTHWEST OF THE NORTHWEST RAIL.
 OF0078'THE TOP OF A VERTICAL RAIL PROJECTING 10 INCHES ABOVE GROUND.
 OF0078
 OF0078                          STATION RECOVERY (1942)
 OF0078
 OF0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OF0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1200 ***********************************************************************
 PG1200  DESIGNATION -  BM
 PG1200  PID         -  PG1200
 PG1200  STATE/COUNTY-  NY/CLINTON
 PG1200  USGS QUAD   -  ELLENBURG CENTER (1964)
 PG1200
 PG1200                         *CURRENT SURVEY CONTROL
 PG1200  ___________________________________________________________________
 PG1200* NAD 83(1986)-  44 45 55.     (N)    073 53 53.     (W)     SCALED    
 PG1200* NAVD 88     -       506.048  (meters)    1660.26   (feet)  ADJUSTED  
 PG1200  ___________________________________________________________________
 PG1200  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 PG1200  DYNAMIC HT  -         505.996 (meters)    1660.09  (feet)  COMP
 PG1200  MODELED GRAV-     980,496.2   (mgal)                       NAVD 88
 PG1200
 PG1200  VERT ORDER  -  SECOND    CLASS II
 PG1200
 PG1200.The horizontal coordinates were scaled from a topographic map and have
 PG1200.an estimated accuracy of +/- 6 seconds.
 PG1200
 PG1200.The orthometric height was determined by differential leveling
 PG1200.and adjusted by the National Geodetic Survey in June 1991..
 PG1200
 PG1200.The geoid height was determined by GEOID03.
 PG1200
 PG1200.The dynamic height is computed by dividing the NAVD 88
 PG1200.geopotential number by the normal gravity value computed on the
 PG1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1200.degrees latitude (g = 980.6199 gals.).
 PG1200
 PG1200.The modeled gravity was interpolated from observed gravity values.
 PG1200
 PG1200;                    North         East    Units  Estimated Accuracy
 PG1200;SPC NY E     -   658,970.      197,650.      MT  (+/- 180 meters Scaled)
 PG1200
 PG1200                          SUPERSEDED SURVEY CONTROL
 PG1200
 PG1200  NGVD 29 (??/??/??)  506.096  (m)         1660.42   (f) ADJUSTED    2 0
 PG1200
 PG1200.Superseded values are not recommended for survey control.
 PG1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1200.See file dsdata.txt to determine how the superseded data were derived.
 PG1200
 PG1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ872574(NAD 83)
 PG1200_MARKER: DD = SURVEY DISK
 PG1200_SETTING: 80 = SET IN A BOULDER
 PG1200_SP_SET: BOULDER
 PG1200_STAMPING: BM USGS
 PG1200_MARK LOGO: USGS  
 PG1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1200+STABILITY: SURFACE MOTION
 PG1200
 PG1200  HISTORY     - Date     Condition        Report By
 PG1200  HISTORY     - UNK      MONUMENTED       USGS
 PG1200  HISTORY     - 1942     GOOD             CGS
 PG1200  HISTORY     - 20040428 GOOD             NYDT
 PG1200
 PG1200                          STATION DESCRIPTION
 PG1200
 PG1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1200'7.9 MI S FROM ELLENBURG CENTER.
 PG1200'7.9 MILES SOUTH ALONG A COUNTY ROAD FROM THE INTERSECTION OF STATE
 PG1200'HIGHWAY 190 AT ELLENBURG CENTER, 12 FEET WEST OF THE DANNEMORA
 PG1200'SIGNPOST, 25 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT 1.5 FEET
 PG1200'LOWER THAN THE ROAD, AND IN THE TOP OF AN 8- BY 6-FOOT BOULDER
 PG1200'PROJECTING ABOUT 2 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 PG1200'SURVEY STANDARD DISK.
 PG1200
 PG1200                          STATION RECOVERY (2004)
 PG1200
 PG1200'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RRC)
 PG1200'RECOVERY NOTE BY TVGA 2004 RECOVERED IN GOOD CONDITION RECOVERED AS
 PG1200'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0130 ***********************************************************************
 OF0130  DESIGNATION -  BM
 OF0130  PID         -  OF0130
 OF0130  STATE/COUNTY-  NY/JEFFERSON
 OF0130  USGS QUAD   -  ADAMS (1982)
 OF0130
 OF0130                         *CURRENT SURVEY CONTROL
 OF0130  ___________________________________________________________________
 OF0130* NAD 83(1986)-  43 47 31.     (N)    076 02 19.     (W)     SCALED    
 OF0130* NAVD 88     -       177.530  (meters)     582.45   (feet)  ADJUSTED  
 OF0130  ___________________________________________________________________
 OF0130  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 OF0130  DYNAMIC HT  -         177.495 (meters)     582.33  (feet)  COMP
 OF0130  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 OF0130
 OF0130  VERT ORDER  -  SECOND    CLASS 0
 OF0130
 OF0130.The horizontal coordinates were scaled from a topographic map and have
 OF0130.an estimated accuracy of +/- 6 seconds.
 OF0130
 OF0130.The orthometric height was determined by differential leveling
 OF0130.and adjusted by the National Geodetic Survey in June 1991..
 OF0130
 OF0130.The geoid height was determined by GEOID03.
 OF0130
 OF0130.The dynamic height is computed by dividing the NAVD 88
 OF0130.geopotential number by the normal gravity value computed on the
 OF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0130.degrees latitude (g = 980.6199 gals.).
 OF0130
 OF0130.The modeled gravity was interpolated from observed gravity values.
 OF0130
 OF0130;                    North         East    Units  Estimated Accuracy
 OF0130;SPC NY C     -   421,290.      293,840.      MT  (+/- 180 meters Scaled)
 OF0130
 OF0130                          SUPERSEDED SURVEY CONTROL
 OF0130
 OF0130  NGVD 29 (??/??/92)  177.666  (m)          582.89   (f) ADJ UNCH    2 0
 OF0130
 OF0130.Superseded values are not recommended for survey control.
 OF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0130.See file dsdata.txt to determine how the superseded data were derived.
 OF0130
 OF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP164492(NAD 83)
 OF0130_MARKER: Q = CHISELED SQUARE
 OF0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0130_SP_SET: CULVERT
 OF0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0130
 OF0130  HISTORY     - Date     Condition        Report By
 OF0130  HISTORY     - UNK      MONUMENTED       CGS
 OF0130  HISTORY     - 1919     GOOD             NGS
 OF0130
 OF0130                          STATION DESCRIPTION
 OF0130
 OF0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0130'0.5 MI N FROM LIMERICK.
 OF0130'BM 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 OF0130'FROM ADAMS, JEFFERSON COUNTY, 0.5 MILE NORTH OF LIMERICK, ABOUT
 OF0130'1000 FEET SOUTH OF A WHISTLE POST, ABOUT 1 POLE SOUTH OF A FARMROAD
 OF0130'CROSSING, AT A 20-INCH IRON-PIPE CULVERT, ON THE TOP OF THE
 OF0130'EAST CONCRETE HEADWALL, 10.3 FEET EAST OF THE CENTERLINE OF THE
 OF0130'TRACK, 1.1 FEET WEST OF THE EAST EDGE, 0.5 FOOT SOUTH OF THE
 OF0130'NORTH EDGE, AND ABOUT 1 FOOT LOWER THAN THE TRACK. THE SURFACE
 OF0130'INSIDE A CHISELED SQUARE.
 OF0130'NOTE--THIS BENCH MARK IS ON THE SAME CULVERT HEADWALL AS BENCH
 OF0130'MARK B 18 DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0524 ***********************************************************************
 PH0524  DESIGNATION -  BM
 PH0524  PID         -  PH0524
 PH0524  STATE/COUNTY-  NY/ST LAWRENCE
 PH0524  USGS QUAD   -  MASSENA (1964)
 PH0524
 PH0524                         *CURRENT SURVEY CONTROL
 PH0524  ___________________________________________________________________
 PH0524* NAD 83(1986)-  44 57 32.     (N)    074 55 33.     (W)     SCALED    
 PH0524* NAVD 88     -        63.14   (+/-2cm)     207.2    (feet)  VERTCON   
 PH0524  ___________________________________________________________________
 PH0524  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PH0524
 PH0524  VERT ORDER  -  ? (See Below)
 PH0524
 PH0524.The horizontal coordinates were scaled from a topographic map and have
 PH0524.an estimated accuracy of +/- 6 seconds.
 PH0524
 PH0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0524.The vertical order pertains to the NGVD 29 superseded value.
 PH0524
 PH0524.The geoid height was determined by GEOID03.
 PH0524
 PH0524;                    North         East    Units  Estimated Accuracy
 PH0524;SPC NY E     -   680,390.      116,400.      MT  (+/- 180 meters Scaled)
 PH0524
 PH0524                          SUPERSEDED SURVEY CONTROL
 PH0524
 PH0524  NGVD 29 (??/??/92)   63.261  (m)          207.55   (f) ADJ UNCH    ?  
 PH0524
 PH0524.Superseded values are not recommended for survey control.
 PH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0524.See file dsdata.txt to determine how the superseded data were derived.
 PH0524
 PH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ058783(NAD 83)
 PH0524_MARKER: Z = SEE DESCRIPTION
 PH0524_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0524+WITH SETTING: INTO GROUND
 PH0524_STAMPING: PWD
 PH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0524+STABILITY: SURFACE MOTION
 PH0524
 PH0524  HISTORY     - Date     Condition        Report By
 PH0524  HISTORY     - UNK      MONUMENTED       GSC
 PH0524  HISTORY     - 1943     GOOD             NGS
 PH0524
 PH0524                          STATION DESCRIPTION
 PH0524
 PH0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0524'3.75 MI NE FROM LOUISVILLE LANDING.
 PH0524'ABOUT 3-3/4 MILES NORTHEAST OF LOUISVILLE LANDING, ST. LAWRENCE
 PH0524'COUNTY, AT THE WEST SIDE OF THE MOUTH OF THE MASSENA POWER CANAL, IN
 PH0524'THE NORTHWEST CORNER OF A CONCRETE PIER, 10-1/2 FEET NORTHWEST OF A
 PH0524'GAGE HOUSE, AND INSIDE A 1-FOOT IRON PIPE PROJECTING ABOUT 2-1/2 FEET
 PH0524'ABOVE THE DOCK.  THE TOP OF A 3/4-INCH BRASS SCREW, STAMPED PWD AND
 PH0524'PROJECTING ABOUT 1/4 INCH ABOVE THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0956 ***********************************************************************
 NB0956  DESIGNATION -  BM 1
 NB0956  PID         -  NB0956
 NB0956  STATE/COUNTY-  NY/YATES
 NB0956  USGS QUAD   -  PENN YAN (1976)
 NB0956
 NB0956                         *CURRENT SURVEY CONTROL
 NB0956  ___________________________________________________________________
 NB0956* NAD 83(1986)-  42 40 12.     (N)    077 02 11.     (W)     SCALED    
 NB0956* NAVD 88     -       254.520  (meters)     835.04   (feet)  ADJUSTED  
 NB0956  ___________________________________________________________________
 NB0956  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NB0956  DYNAMIC HT  -         254.442 (meters)     834.78  (feet)  COMP
 NB0956  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 NB0956
 NB0956  VERT ORDER  -  SECOND    CLASS 0
 NB0956
 NB0956.The horizontal coordinates were scaled from a topographic map and have
 NB0956.an estimated accuracy of +/- 6 seconds.
 NB0956
 NB0956.The orthometric height was determined by differential leveling
 NB0956.and adjusted by the National Geodetic Survey in June 1991..
 NB0956
 NB0956.The geoid height was determined by GEOID03.
 NB0956
 NB0956.The dynamic height is computed by dividing the NAVD 88
 NB0956.geopotential number by the normal gravity value computed on the
 NB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0956.degrees latitude (g = 980.6199 gals.).
 NB0956
 NB0956.The modeled gravity was interpolated from observed gravity values.
 NB0956
 NB0956;                    North         East    Units  Estimated Accuracy
 NB0956;SPC NY C     -   296,610.      212,860.      MT  (+/- 180 meters Scaled)
 NB0956
 NB0956                          SUPERSEDED SURVEY CONTROL
 NB0956
 NB0956  NGVD 29 (??/??/92)  254.672  (m)          835.54   (f) ADJ UNCH    2 0
 NB0956
 NB0956.Superseded values are not recommended for survey control.
 NB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0956.See file dsdata.txt to determine how the superseded data were derived.
 NB0956
 NB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN331261(NAD 83)
 NB0956_MARKER: DD = SURVEY DISK
 NB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0956+STABILITY: SURFACE MOTION
 NB0956
 NB0956  HISTORY     - Date     Condition        Report By
 NB0956  HISTORY     - UNK      MONUMENTED       CGS
 NB0956  HISTORY     - 1935     GOOD             NGS
 NB0956  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0956  HISTORY     - 20010608 MARK NOT FOUND   USPSQD
 NB0956
 NB0956                          STATION DESCRIPTION
 NB0956
 NB0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB0956'AT PENN YAN.
 NB0956'IS LOCATED 0.5 OF MILE NORTHEAST OF THE PENNSYLVANIA R.R. STATION.
 NB0956'168 YDS. EAST OF CENTERLINE OF CORNWELL ST. 21 FT. SOUTH OF
 NB0956'CENTERLINE OF STATE HY 54 AND NORTH AVE. 2 FT. SOUTH OF FENCE LINE.
 NB0956'TABLET SET IN TOP OF CONCRETE POST 1 INCH HIGH.
 NB0956
 NB0956                          STATION RECOVERY (1988)
 NB0956
 NB0956'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0956'MARK NOT FOUND.
 NB0956
 NB0956                          STATION RECOVERY (2001)
 NB0956
 NB0956'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0956'INSUFFICIENT DIMENSIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0575 ***********************************************************************
 PG0575  DESIGNATION -  BM 1 RRR
 PG0575  PID         -  PG0575
 PG0575  STATE/COUNTY-  NY/CLINTON
 PG0575  USGS QUAD   -  CHAMPLAIN (1966)
 PG0575
 PG0575                         *CURRENT SURVEY CONTROL
 PG0575  ___________________________________________________________________
 PG0575* NAD 83(1986)-  44 59 37.     (N)    073 28 04.     (W)     SCALED    
 PG0575* NAVD 88     -        50.260  (meters)     164.89   (feet)  POSTED    
 PG0575  ___________________________________________________________________
 PG0575  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PG0575  DYNAMIC HT  -          50.260 (meters)     164.89  (feet)  COMP
 PG0575  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 PG0575
 PG0575  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PG0575
 PG0575.The horizontal coordinates were scaled from a topographic map and have
 PG0575.an estimated accuracy of +/- 6 seconds.
 PG0575
 PG0575.The orthometric height was determined by differential leveling
 PG0575.and adjusted by the National Geodetic Survey in 1992..
 PG0575.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PG0575.rate of 1.1 thru 2.0 mm/km.
 PG0575
 PG0575.The geoid height was determined by GEOID03.
 PG0575
 PG0575.The dynamic height is computed by dividing the NAVD 88
 PG0575.geopotential number by the normal gravity value computed on the
 PG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0575.degrees latitude (g = 980.6199 gals.).
 PG0575
 PG0575.The modeled gravity was interpolated from observed gravity values.
 PG0575
 PG0575;                    North         East    Units  Estimated Accuracy
 PG0575;SPC NY E     -   684,680.      231,390.      MT  (+/- 180 meters Scaled)
 PG0575
 PG0575                          SUPERSEDED SURVEY CONTROL
 PG0575
 PG0575  NGVD 29 (??/??/??)   50.403  (m)          165.36   (f) ADJUSTED    1 2
 PG0575
 PG0575.Superseded values are not recommended for survey control.
 PG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0575.See file dsdata.txt to determine how the superseded data were derived.
 PG0575
 PG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ207833(NAD 83)
 PG0575_MARKER: Q = CHISELED SQUARE
 PG0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0575_SP_SET: BRIDGE ABUTMENT
 PG0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0575
 PG0575  HISTORY     - Date     Condition        Report By
 PG0575  HISTORY     - UNK      MONUMENTED       RRR
 PG0575  HISTORY     - 1935     GOOD             CGS
 PG0575
 PG0575                          STATION DESCRIPTION
 PG0575
 PG0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG0575'1 MI W FROM CHAMPLAIN.
 PG0575'10 POLES EAST OF THE CROSSING OF ROUTE 11, 350 FEET NORTH OF ROUTE 11,
 PG0575'7-1/2 FEET NORTH OF THE NORTH RAIL, 16 INCHES BELOW THE TOP OF THE
 PG0575'RAIL, ON CATTLE PASS NUMBER 308, LIGHTLY CUT IN CONCRETE.  ABOUT 1
 PG0575'MILE WEST OF CHAMPLAIN, CLINTON COUNTY, ON THE RUTLAND RAILROAD, ON
 PG0575'THE NORTH END OF THE EAST ABUTMENT OF A CATTLE PASS AND ON THE
 PG0575'NORTHWEST CORNER OF THE TOP STONE.  A CHISELED SQUARE, MARKED WITH
 PG0575'WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0032 ***********************************************************************
 PH0032  DESIGNATION -  BM 1628
 PH0032  PID         -  PH0032
 PH0032  STATE/COUNTY-  NY/FRANKLIN
 PH0032  USGS QUAD   -  OWLS HEAD (1968)
 PH0032
 PH0032                         *CURRENT SURVEY CONTROL
 PH0032  ___________________________________________________________________
 PH0032* NAD 83(1986)-  44 44 05.     (N)    074 10 11.     (W)     SCALED    
 PH0032* NAVD 88     -       465.864  (meters)    1528.42   (feet)  ADJUSTED  
 PH0032  ___________________________________________________________________
 PH0032  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PH0032  DYNAMIC HT  -         465.812 (meters)    1528.25  (feet)  COMP
 PH0032  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 PH0032
 PH0032  VERT ORDER  -  FIRST     CLASS II
 PH0032
 PH0032.The horizontal coordinates were scaled from a topographic map and have
 PH0032.an estimated accuracy of +/- 6 seconds.
 PH0032
 PH0032.The orthometric height was determined by differential leveling
 PH0032.and adjusted by the National Geodetic Survey in June 1991..
 PH0032
 PH0032.The geoid height was determined by GEOID03.
 PH0032
 PH0032.The dynamic height is computed by dividing the NAVD 88
 PH0032.geopotential number by the normal gravity value computed on the
 PH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0032.degrees latitude (g = 980.6199 gals.).
 PH0032
 PH0032.The modeled gravity was interpolated from observed gravity values.
 PH0032
 PH0032;                    North         East    Units  Estimated Accuracy
 PH0032;SPC NY E     -   655,450.      176,160.      MT  (+/- 180 meters Scaled)
 PH0032
 PH0032                          SUPERSEDED SURVEY CONTROL
 PH0032
 PH0032  NGVD 29 (??/??/92)  465.907  (m)         1528.56   (f) ADJ UNCH    1 2
 PH0032
 PH0032.Superseded values are not recommended for survey control.
 PH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0032.See file dsdata.txt to determine how the superseded data were derived.
 PH0032
 PH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ657538(NAD 83)
 PH0032_MARKER: Q = CHISELED SQUARE
 PH0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0032_SP_SET: PIER
 PH0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0032
 PH0032  HISTORY     - Date     Condition        Report By
 PH0032  HISTORY     - UNK      MONUMENTED       NYCRR
 PH0032  HISTORY     - 1931     GOOD             NGS
 PH0032
 PH0032                          STATION DESCRIPTION
 PH0032
 PH0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0032'IN OWLS HEAD.
 PH0032'ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  PIER OF
 PH0032'SOUTHEAST CORNER OF ENCLOSED SHAFT OF OWLS HEAD WATER TANK.  CHISELED
 PH0032'SQUARE ON SOUTHEAST CORNER OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1353 ***********************************************************************
 NC1353  DESIGNATION -  BM 1903 ADJ 1115
 NC1353  PID         -  NC1353
 NC1353  STATE/COUNTY-  NY/ERIE
 NC1353  USGS QUAD   -  LANGFORD (1960)
 NC1353
 NC1353                         *CURRENT SURVEY CONTROL
 NC1353  ___________________________________________________________________
 NC1353* NAD 83(1996)-  42 30 37.00260(N)    078 51 45.30115(W)     ADJUSTED  
 NC1353* NAVD 88     -       339.53   (+/-2cm)    1113.9    (feet)  VERTCON   
 NC1353  ___________________________________________________________________
 NC1353  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 NC1353  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NC1353
 NC1353  HORZ ORDER  -  THIRD
 NC1353  VERT ORDER  -  THIRD ? (See Below)
 NC1353
 NC1353.The horizontal coordinates were established by classical geodetic methods
 NC1353.and adjusted by the National Geodetic Survey in January 1999..
 NC1353.No horizontal observational check was made to the station.
 NC1353
 NC1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1353.The vertical order pertains to the NGVD 29 superseded value.
 NC1353
 NC1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1353
 NC1353.The geoid height was determined by GEOID03.
 NC1353
 NC1353;                    North         East     Units Scale Factor Converg.
 NC1353;SPC NY W     -   278,809.053   327,051.086   MT  0.99994398   -0 11 19.3
 NC1353;SPC NY W     -   914,726.03  1,073,000.10   sFT  0.99994398   -0 11 19.3
 NC1353;UTM  17      - 4,708,648.150   675,598.075   MT  0.99997938   +1 26 40.8
 NC1353
 NC1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1353!SPC NY W     -   0.99995208  x   0.99994398  =   0.99989607
 NC1353!UTM  17      -   0.99995208  x   0.99997938  =   0.99993147
 NC1353
 NC1353                          SUPERSEDED SURVEY CONTROL
 NC1353
 NC1353  NAD 83(1986)-  42 30 37.00776(N)    078 51 45.29962(W) AD(       ) 3
 NC1353  NAD 27      -  42 30 36.78889(N)    078 51 46.17530(W) AD(       ) 3
 NC1353  NGVD 29 (07/19/86)  339.67   (m)         1114.4    (f) LEVELING    3  
 NC1353
 NC1353.Superseded values are not recommended for survey control.
 NC1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1353.See file dsdata.txt to determine how the superseded data were derived.
 NC1353
 NC1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7559808648(NAD 83)
 NC1353_MARKER: P = PIPE CAP
 NC1353_SETTING: 0 = UNSPECIFIED SETTING
 NC1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC1353+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 NC1353
 NC1353  HISTORY     - Date     Condition        Report By
 NC1353  HISTORY     - 1903     MONUMENTED       USGS
 NC1353  HISTORY     - 20030813 GOOD             NYDT
 NC1353
 NC1353                          STATION DESCRIPTION
 NC1353
 NC1353'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NC1353'WHITES CORNERS, 0.9 MI W. OF, ON S. SIDE OF RD., IN DOORYARD AT
 NC1353'NW. CORNER OF DWELLING OCCUPIED BY CHRISTOPHER NAEGLE, ON IRON
 NC1353'POST, STANDARD CAP STAMPED---1903 ADJ 1115---.
 NC1353
 NC1353                          STATION RECOVERY (2003)
 NC1353
 NC1353'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0507 ***********************************************************************
 NA0507  DESIGNATION -  BM 238
 NA0507  PID         -  NA0507
 NA0507  STATE/COUNTY-  NY/ULSTER
 NA0507  USGS QUAD   -  PHOENICIA (1980)
 NA0507
 NA0507                         *CURRENT SURVEY CONTROL
 NA0507  ___________________________________________________________________
 NA0507* NAD 83(1986)-  42 06 58.     (N)    074 22 17.     (W)     SCALED    
 NA0507* NAVD 88     -       280.42   (+/-2cm)     920.0    (feet)  VERTCON   
 NA0507  ___________________________________________________________________
 NA0507  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 NA0507
 NA0507  VERT ORDER  -  ? (See Below)
 NA0507
 NA0507.The horizontal coordinates were scaled from a topographic map and have
 NA0507.an estimated accuracy of +/- 6 seconds.
 NA0507
 NA0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0507.The vertical order pertains to the NGVD 29 superseded value.
 NA0507
 NA0507.The geoid height was determined by GEOID03.
 NA0507
 NA0507;                    North         East    Units  Estimated Accuracy
 NA0507;SPC NY E     -   364,500.      160,640.      MT  (+/- 180 meters Scaled)
 NA0507
 NA0507                          SUPERSEDED SURVEY CONTROL
 NA0507
 NA0507  NGVD 29 (??/??/92)  280.596  (m)          920.59   (f) ADJ UNCH    ?  
 NA0507
 NA0507.Superseded values are not recommended for survey control.
 NA0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0507.See file dsdata.txt to determine how the superseded data were derived.
 NA0507
 NA0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM519628(NAD 83)
 NA0507_MARKER: DD = SURVEY DISK
 NA0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0507_SP_SET: BRIDGE
 NA0507_STAMPING: BM 238
 NA0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0507
 NA0507  HISTORY     - Date     Condition        Report By
 NA0507  HISTORY     - UNK      MONUMENTED       NYCRR
 NA0507  HISTORY     - 1934     GOOD             NGS
 NA0507
 NA0507                          STATION DESCRIPTION
 NA0507
 NA0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA0507'1.9 MI E FROM SHANDAKEN.
 NA0507'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL RAILWAY,
 NA0507'0.1 MILE WEST OF MP NO. K 30, ON THE SOUTH END OF WEST BRIDGE SEAT OF
 NA0507'RAILWAY BRIDGE NO. 36, 4 FEET SOUTH OF SOUTH RAIL, 2 FEET BELOW BASE
 NA0507'OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0519 ***********************************************************************
 NB0519  DESIGNATION -  BM 2407
 NB0519  PID         -  NB0519
 NB0519  STATE/COUNTY-  NY/CAYUGA
 NB0519  USGS QUAD   -  CAYUGA (1954)
 NB0519
 NB0519                         *CURRENT SURVEY CONTROL
 NB0519  ___________________________________________________________________
 NB0519* NAD 83(1986)-  42 54 19.     (N)    076 43 28.     (W)     SCALED    
 NB0519* NAVD 88     -       121.956  (meters)     400.12   (feet)  ADJUSTED  
 NB0519  ___________________________________________________________________
 NB0519  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NB0519  DYNAMIC HT  -         121.925 (meters)     400.02  (feet)  COMP
 NB0519  MODELED GRAV-     980,362.4   (mgal)                       NAVD 88
 NB0519
 NB0519  VERT ORDER  -  FIRST     CLASS II
 NB0519
 NB0519.The horizontal coordinates were scaled from a topographic map and have
 NB0519.an estimated accuracy of +/- 6 seconds.
 NB0519
 NB0519.The orthometric height was determined by differential leveling
 NB0519.and adjusted by the National Geodetic Survey in June 1991..
 NB0519
 NB0519.The geoid height was determined by GEOID03.
 NB0519
 NB0519.The dynamic height is computed by dividing the NAVD 88
 NB0519.geopotential number by the normal gravity value computed on the
 NB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0519.degrees latitude (g = 980.6199 gals.).
 NB0519
 NB0519.The modeled gravity was interpolated from observed gravity values.
 NB0519
 NB0519;                    North         East    Units  Estimated Accuracy
 NB0519;SPC NY C     -   322,660.      238,480.      MT  (+/- 180 meters Scaled)
 NB0519
 NB0519                          SUPERSEDED SURVEY CONTROL
 NB0519
 NB0519  NGVD 29 (??/??/92)  122.121  (m)          400.66   (f) ADJ UNCH    1 2
 NB0519
 NB0519.Superseded values are not recommended for survey control.
 NB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0519.See file dsdata.txt to determine how the superseded data were derived.
 NB0519
 NB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN592517(NAD 83)
 NB0519_MARKER: Q = CHISELED SQUARE
 NB0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0519_SP_SET: BRIDGE
 NB0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0519
 NB0519  HISTORY     - Date     Condition        Report By
 NB0519  HISTORY     - UNK      MONUMENTED       CORUNI
 NB0519  HISTORY     - 1932     GOOD             NGS
 NB0519  HISTORY     - 1985     GOOD             USPSQD
 NB0519  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0519  HISTORY     - 20020523 POOR             NYSE+S
 NB0519  HISTORY     - 20060910 GOOD             GEOCAC
 NB0519
 NB0519                          STATION DESCRIPTION
 NB0519
 NB0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0519'1.1 MI S FROM CAYUGA.
 NB0519'IN CAYUGA COUNTY, 1.1 MILES SOUTH OF CAYUGA, CAYUGA COUNTY, ON THE
 NB0519'NEW YORK CENTRAL RAILROAD, 0.1 MILE SOUTH OF MILEPOST 36, 115 YARDS
 NB0519'SOUTH OF A CURVE IN COUNTY HIGHWAY AT A PRIVATE GRADE CROSSING, AT
 NB0519'RAILROAD BRIDGE A-35-B, IN THE SOUTH END OF THE TOP OF THE EAST
 NB0519'HEADWALL OF THE BRIDGE. A LIGHTLY CHISELED SQUARE WHICH HAS BEEN
 NB0519'RE-CUT SO AS TO BE MORE READILY RECOVERABLE. NOTE--NEAREST TOWN IS
 NB0519'CAYUGA. DISTANCE AND DIRECTION FROM NEAREST TOWN IS 1.1 MILES SOUTH.
 NB0519
 NB0519                          STATION RECOVERY (1985)
 NB0519
 NB0519'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0519'MARK IS LOCATED IN THE SAME HEADWALL AS RV 11 AND IS 6 INCHES WEST OF
 NB0519'RV 11 MONEL RIVET.
 NB0519
 NB0519                          STATION RECOVERY (1990)
 NB0519
 NB0519'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0519'MARK NOT FOUND.
 NB0519
 NB0519                          STATION RECOVERY (2002)
 NB0519
 NB0519'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2002 (RLC)
 NB0519'CHISELED SQUARE IS WEATHERED BUT EVIDENT
 NB0519
 NB0519                          STATION RECOVERY (2006)
 NB0519
 NB0519'RECOVERY NOTE BY GEOCACHING 2006 (RGS)
 NB0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0532 ***********************************************************************
 NB0532  DESIGNATION -  BM 2507
 NB0532  PID         -  NB0532
 NB0532  STATE/COUNTY-  NY/SENECA
 NB0532  USGS QUAD   -  SENECA FALLS (1978)
 NB0532
 NB0532                         *CURRENT SURVEY CONTROL
 NB0532  ___________________________________________________________________
 NB0532* NAD 83(1986)-  42 53 52.     (N)    076 47 54.     (W)     SCALED    
 NB0532* NAVD 88     -       146.868  (meters)     481.85   (feet)  ADJUSTED  
 NB0532  ___________________________________________________________________
 NB0532  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NB0532  DYNAMIC HT  -         146.830 (meters)     481.72  (feet)  COMP
 NB0532  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 NB0532
 NB0532  VERT ORDER  -  SECOND    CLASS 0
 NB0532
 NB0532.The horizontal coordinates were scaled from a topographic map and have
 NB0532.an estimated accuracy of +/- 6 seconds.
 NB0532
 NB0532.The orthometric height was determined by differential leveling
 NB0532.and adjusted by the National Geodetic Survey in June 1991..
 NB0532
 NB0532.The geoid height was determined by GEOID03.
 NB0532
 NB0532.The dynamic height is computed by dividing the NAVD 88
 NB0532.geopotential number by the normal gravity value computed on the
 NB0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0532.degrees latitude (g = 980.6199 gals.).
 NB0532
 NB0532.The modeled gravity was interpolated from observed gravity values.
 NB0532
 NB0532;                    North         East    Units  Estimated Accuracy
 NB0532;SPC NY C     -   321,840.      232,440.      MT  (+/- 180 meters Scaled)
 NB0532
 NB0532                          SUPERSEDED SURVEY CONTROL
 NB0532
 NB0532  NGVD 29 (??/??/92)  147.036  (m)          482.40   (f) ADJ UNCH    2 0
 NB0532
 NB0532.Superseded values are not recommended for survey control.
 NB0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0532.See file dsdata.txt to determine how the superseded data were derived.
 NB0532
 NB0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN531510(NAD 83)
 NB0532_MARKER: Z = SEE DESCRIPTION
 NB0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0532_SP_SET: BRIDGE
 NB0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0532
 NB0532  HISTORY     - Date     Condition        Report By
 NB0532  HISTORY     - 1899     MONUMENTED       CORUNI
 NB0532  HISTORY     - 1934     GOOD             NGS
 NB0532  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0532
 NB0532                          STATION DESCRIPTION
 NB0532
 NB0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0532'AT SENECA FALLS.
 NB0532'IN THE TOWN OF SENECA FALLS, ON THE SOUTHEAST CORNER OF THE LEHIGH
 NB0532'VALLEY OVERHEAD BRIDGE 350 A OVER OVID STREET, THE TOP OF AN ANCHOR
 NB0532'BOLT, THE SECOND ONE FROM THE EAST ON THE INSIDE OF THE SOUTH GIRDER,
 NB0532'8 FEET WEST OF THE WEST SIDE OF THE SOUTHEAST  RETAINING WALL, 4 FEET
 NB0532'SOUTH OF THE SOUTH RAIL, CENTER OF BOLT 6 INCHES FROM EXTREME EAST
 NB0532'END OF GIRDER, 4.6 FEET BELOW TOP OF RAIL.
 NB0532
 NB0532                          STATION RECOVERY (1985)
 NB0532
 NB0532'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0533 ***********************************************************************
 NB0533  DESIGNATION -  BM 2509
 NB0533  PID         -  NB0533
 NB0533  STATE/COUNTY-  NY/SENECA
 NB0533  USGS QUAD   -  SENECA FALLS (1978)
 NB0533
 NB0533                         *CURRENT SURVEY CONTROL
 NB0533  ___________________________________________________________________
 NB0533* NAD 83(1986)-  42 54 55.     (N)    076 47 12.     (W)     SCALED    
 NB0533* NAVD 88     -       132.348  (meters)     434.21   (feet)  ADJUSTED  
 NB0533  ___________________________________________________________________
 NB0533  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NB0533  DYNAMIC HT  -         132.314 (meters)     434.10  (feet)  COMP
 NB0533  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 NB0533
 NB0533  VERT ORDER  -  SECOND    CLASS 0
 NB0533
 NB0533.The horizontal coordinates were scaled from a topographic map and have
 NB0533.an estimated accuracy of +/- 6 seconds.
 NB0533
 NB0533.The orthometric height was determined by differential leveling
 NB0533.and adjusted by the National Geodetic Survey in June 1991..
 NB0533
 NB0533.The geoid height was determined by GEOID03.
 NB0533
 NB0533.The dynamic height is computed by dividing the NAVD 88
 NB0533.geopotential number by the normal gravity value computed on the
 NB0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0533.degrees latitude (g = 980.6199 gals.).
 NB0533
 NB0533.The modeled gravity was interpolated from observed gravity values.
 NB0533
 NB0533;                    North         East    Units  Estimated Accuracy
 NB0533;SPC NY C     -   323,780.      233,400.      MT  (+/- 180 meters Scaled)
 NB0533
 NB0533                          SUPERSEDED SURVEY CONTROL
 NB0533
 NB0533  NGVD 29 (??/??/92)  132.518  (m)          434.77   (f) ADJ UNCH    2 0
 NB0533
 NB0533.Superseded values are not recommended for survey control.
 NB0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0533.See file dsdata.txt to determine how the superseded data were derived.
 NB0533
 NB0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN541529(NAD 83)
 NB0533_MARKER: Z = SEE DESCRIPTION
 NB0533_SETTING: 0 = UNSPECIFIED SETTING
 NB0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0533
 NB0533  HISTORY     - Date     Condition        Report By
 NB0533  HISTORY     - 1899     MONUMENTED       CORUNI
 NB0533  HISTORY     - 1934     GOOD             NGS
 NB0533  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0533  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0533
 NB0533                          STATION DESCRIPTION
 NB0533
 NB0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NB0533'AT SENECA FALLS.
 NB0533'IN THE TOWN OF SENECA FALLS, ON THE SOUTH FACE OF THE POWER HOUSE
 NB0533'AT THE SENECA LOCKS OF THE SENECA-CAYUGA CANAL, 1.25 FEET WEST OF
 NB0533'THE SOUTHEAST CORNER, 1.6 FEET ABOVE FLOOR LEVEL.
 NB0533
 NB0533                          STATION RECOVERY (1985)
 NB0533
 NB0533'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0533'MARK NOT FOUND.
 NB0533
 NB0533                          STATION RECOVERY (1995)
 NB0533
 NB0533'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1934 ***********************************************************************
 PH1934  DESIGNATION -  BM 27
 PH1934  PID         -  PH1934
 PH1934  STATE/COUNTY-  NY/ST LAWRENCE
 PH1934  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1934
 PH1934                         *CURRENT SURVEY CONTROL
 PH1934  ___________________________________________________________________
 PH1934* NAD 83(1996)-  44 42 28.55752(N)    075 29 11.10682(W)     ADJUSTED  
 PH1934* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1934  ___________________________________________________________________
 PH1934  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 PH1934  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 PH1934
 PH1934  HORZ ORDER  -  THIRD
 PH1934
 PH1934.The horizontal coordinates were established by classical geodetic methods
 PH1934.and adjusted by the National Geodetic Survey in January 1999..
 PH1934
 PH1934.The orthometric height was scaled from a topographic map.
 PH1934
 PH1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1934
 PH1934.The geoid height was determined by GEOID03.
 PH1934
 PH1934;                    North         East     Units Scale Factor Converg.
 PH1934;SPC NY E     -   652,893.685    71,837.674   MT  0.99997510   -0 41 38.3
 PH1934;SPC NY E     - 2,142,035.36    235,687.44   sFT  0.99997510   -0 41 38.3
 PH1934;UTM  18      - 4,950,621.316   461,468.505   MT  0.99961826   -0 20 31.9
 PH1934
 PH1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1934!SPC NY E     -   0.99999315  x   0.99997510  =   0.99996825
 PH1934!UTM  18      -   0.99999315  x   0.99961826  =   0.99961141
 PH1934
 PH1934:                Primary Azimuth Mark                     Grid Az
 PH1934:SPC NY E     -  NORTH CHANNEL DYKE LH IBC                035 10 56.5
 PH1934:UTM  18      -  NORTH CHANNEL DYKE LH IBC                034 49 50.1
 PH1934
 PH1934|---------------------------------------------------------------------|
 PH1934| PID    Reference Object                     Distance      Geod. Az  |
 PH1934|                                                           dddmmss.s |
 PH1934| PH1995 NORTH CHANNEL DYKE LH IBC           APPROX. 8.2 KM 0342918.2 |
 PH1934| PH2183 OGDENSBURG L H IBC                  APPROX. 1.8 KM 2302440.0 |
 PH1934| PH1937 135 SUB IBC                         APPROX. 1.6 KM 3533819.4 |
 PH1934| PH1940 WINDMILL PT L H IBC                 APPROX. 1.5 KM 3574427.5 |
 PH1934|---------------------------------------------------------------------|
 PH1934
 PH1934                          SUPERSEDED SURVEY CONTROL
 PH1934
 PH1934  NAD 83(1986)-  44 42 28.56372(N)    075 29 11.10878(W) AD(       ) 3
 PH1934  NAD 27      -  44 42 28.33200(N)    075 29 12.30300(W) AD(       ) 3
 PH1934
 PH1934.Superseded values are not recommended for survey control.
 PH1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1934.See file dsdata.txt to determine how the superseded data were derived.
 PH1934
 PH1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6146950621(NAD 83)
 PH1934_MARKER: DB = BENCH MARK DISK
 PH1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1934+STABILITY: SURFACE MOTION
 PH1934
 PH1934  HISTORY     - Date     Condition        Report By
 PH1934  HISTORY     - 1939     MONUMENTED       IBC
 PH1934  HISTORY     - 1960     GOOD             IBC
 PH1934  HISTORY     - 19940802 GOOD             USPSQD
 PH1934
 PH1934                          STATION DESCRIPTION
 PH1934
 PH1934'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH1934'ON THE SOUTH SHORE OF THE ST LAWRENCE RIVER, IN THE TOWN OF
 PH1934'OGDENSBURG, ON THE SHARP POINT OF THE SHORE LINE AT THE FOOT OF
 PH1934'PATTERSON STREET, AT THE TERMINAL OF THE RUTLAND RAILROAD.  THE
 PH1934'STATION IS ABOUT 15 METERS FROM THE WATERS EDGE AT THE TIP OF THE
 PH1934'POINT, 15 METERS UPSTREAM FROM THE SOUTHWEST CORNER OF THE LARGE
 PH1934'RUTLAND RAILROAD WAREHOUSE, AND 8 METERS WEST OF A HYDRANT.  IT IS
 PH1934'AT THE END OF A RAILROAD TRACK, BETWEEN THE RAILS, AND 1 METER IN
 PH1934'FRONT OF THE BUMPER AT THE END OF THE TRACK.
 PH1934'
 PH1934'STATION MARK--A BRONZE BENCH MARK DISK STAMPED---U.S. ENGINEERS
 PH1934'OFFICE, BUFFALO, N.Y., 27---SET NEARLY FLUSH WITH THE GROUND IN THE
 PH1934'TOP OF A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND OF UNKNOWN
 PH1934'DEPTH.  THIS MARK WAS FOUND IN PLACE AS DESCRIBED.
 PH1934
 PH1934                          STATION RECOVERY (1960)
 PH1934
 PH1934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 PH1934'STATION RECOVERED IN GOOD CONDITION.
 PH1934
 PH1934                          STATION RECOVERY (1994)
 PH1934
 PH1934'RECOVERY NOTE BY US POWER SQUADRON 1994
 PH1934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0509 ***********************************************************************
 NB0509  DESIGNATION -  BM 293
 NB0509  PID         -  NB0509
 NB0509  STATE/COUNTY-  NY/CAYUGA
 NB0509  USGS QUAD   -  CAYUGA (1954)
 NB0509
 NB0509                         *CURRENT SURVEY CONTROL
 NB0509  ___________________________________________________________________
 NB0509* NAD 83(1986)-  42 56 22.     (N)    076 37 38.     (W)     SCALED    
 NB0509* NAVD 88     -       170.50   (+/-2cm)     559.4    (feet)  VERTCON   
 NB0509  ___________________________________________________________________
 NB0509  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NB0509
 NB0509  VERT ORDER  -  ? (See Below)
 NB0509
 NB0509.The horizontal coordinates were scaled from a topographic map and have
 NB0509.an estimated accuracy of +/- 6 seconds.
 NB0509
 NB0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0509.The vertical order pertains to the NGVD 29 superseded value.
 NB0509
 NB0509.The geoid height was determined by GEOID03.
 NB0509
 NB0509;                    North         East    Units  Estimated Accuracy
 NB0509;SPC NY C     -   326,440.      246,420.      MT  (+/- 180 meters Scaled)
 NB0509
 NB0509                          SUPERSEDED SURVEY CONTROL
 NB0509
 NB0509  NGVD 29 (??/??/92)  170.664  (m)          559.92   (f) ADJ UNCH    ?  
 NB0509
 NB0509.Superseded values are not recommended for survey control.
 NB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0509.See file dsdata.txt to determine how the superseded data were derived.
 NB0509
 NB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN672553(NAD 83)
 NB0509_MARKER: Q = CHISELED SQUARE
 NB0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0509_SP_SET: BRIDGE
 NB0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0509
 NB0509  HISTORY     - Date     Condition        Report By
 NB0509  HISTORY     - UNK      MONUMENTED       NYCRR
 NB0509  HISTORY     - 1932     GOOD             NGS
 NB0509
 NB0509                          STATION DESCRIPTION
 NB0509
 NB0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0509'2.3 MI W FROM AUBURN.
 NB0509'ON THE NEW YORK CENTRAL RAILROAD, 0.3 MILE WEST OF MILEPOST 29,
 NB0509'AT THE UNDER-GRADE CROSSING OF A COUNTY HIGHWAY, ON BRIDGE A-30, ON
 NB0509'THE WEST END OF THE TOP OF THE SOUTH ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0191 ***********************************************************************
 OF0191  DESIGNATION -  BM 5
 OF0191  PID         -  OF0191
 OF0191  STATE/COUNTY-  NY/OSWEGO
 OF0191  USGS QUAD   -  RICHLAND (1982)
 OF0191
 OF0191                         *CURRENT SURVEY CONTROL
 OF0191  ___________________________________________________________________
 OF0191* NAD 83(1986)-  43 30 17.     (N)    076 00 09.     (W)     SCALED    
 OF0191* NAVD 88     -       175.580  (meters)     576.05   (feet)  ADJUSTED  
 OF0191  ___________________________________________________________________
 OF0191  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OF0191  DYNAMIC HT  -         175.541 (meters)     575.92  (feet)  COMP
 OF0191  MODELED GRAV-     980,394.8   (mgal)                       NAVD 88
 OF0191
 OF0191  VERT ORDER  -  SECOND    CLASS 0
 OF0191
 OF0191.The horizontal coordinates were scaled from a topographic map and have
 OF0191.an estimated accuracy of +/- 6 seconds.
 OF0191
 OF0191.The orthometric height was determined by differential leveling
 OF0191.and adjusted by the National Geodetic Survey in June 1991..
 OF0191
 OF0191.The geoid height was determined by GEOID03.
 OF0191
 OF0191.The dynamic height is computed by dividing the NAVD 88
 OF0191.geopotential number by the normal gravity value computed on the
 OF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0191.degrees latitude (g = 980.6199 gals.).
 OF0191
 OF0191.The modeled gravity was interpolated from observed gravity values.
 OF0191
 OF0191;                    North         East    Units  Estimated Accuracy
 OF0191;SPC NY C     -   389,400.      296,970.      MT  (+/- 180 meters Scaled)
 OF0191
 OF0191                          SUPERSEDED SURVEY CONTROL
 OF0191
 OF0191  NGVD 29 (??/??/92)  175.726  (m)          576.53   (f) ADJ UNCH    2 0
 OF0191
 OF0191.Superseded values are not recommended for survey control.
 OF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0191.See file dsdata.txt to determine how the superseded data were derived.
 OF0191
 OF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP189173(NAD 83)
 OF0191_MARKER: Z = SEE DESCRIPTION
 OF0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0191_SP_SET: RAT/
 OF0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0191
 OF0191  HISTORY     - Date     Condition        Report By
 OF0191  HISTORY     - UNK      MONUMENTED       NYCRR
 OF0191  HISTORY     - 1942     GOOD             NGS
 OF0191
 OF0191                          STATION DESCRIPTION
 OF0191
 OF0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0191'0.5 MI S FROM ALTMAR.
 OF0191'0.5 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OF0191'AT ALTMAR, OSWEGO COUNTY, 2 FEET EAST OF MILEPOST 5, 10.4 FEET WEST
 OF0191'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 OF0191'TRACK. THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0563 ***********************************************************************
 PG0563  DESIGNATION -  BM 5 USGS
 PG0563  PID         -  PG0563
 PG0563  STATE/COUNTY-  NY/CLINTON
 PG0563  USGS QUAD   -  ROUSES POINT (1972)
 PG0563
 PG0563                         *CURRENT SURVEY CONTROL
 PG0563  ___________________________________________________________________
 PG0563* NAD 83(1986)-  44 59 46.     (N)    073 21 36.     (W)     SCALED    
 PG0563* NAVD 88     -        31.121  (meters)     102.10   (feet)  ADJUSTED  
 PG0563  ___________________________________________________________________
 PG0563  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 PG0563  DYNAMIC HT  -          31.120 (meters)     102.10  (feet)  COMP
 PG0563  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PG0563
 PG0563  VERT ORDER  -  FIRST     CLASS I
 PG0563
 PG0563.The horizontal coordinates were scaled from a topographic map and have
 PG0563.an estimated accuracy of +/- 6 seconds.
 PG0563
 PG0563.The orthometric height was determined by differential leveling
 PG0563.and adjusted by the National Geodetic Survey in June 1991..
 PG0563
 PG0563.The geoid height was determined by GEOID03.
 PG0563
 PG0563.The dynamic height is computed by dividing the NAVD 88
 PG0563.geopotential number by the normal gravity value computed on the
 PG0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0563.degrees latitude (g = 980.6199 gals.).
 PG0563
 PG0563.The modeled gravity was interpolated from observed gravity values.
 PG0563
 PG0563;                    North         East    Units  Estimated Accuracy
 PG0563;SPC NY E     -   685,070.      239,880.      MT  (+/- 180 meters Scaled)
 PG0563
 PG0563                          SUPERSEDED SURVEY CONTROL
 PG0563
 PG0563  NGVD 29 (??/??/92)   31.26   (m)          102.6    (f) COMPUTED    1 1
 PG0563
 PG0563.Superseded values are not recommended for survey control.
 PG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0563.See file dsdata.txt to determine how the superseded data were derived.
 PG0563
 PG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ292838(NAD 83)
 PG0563_MARKER: DD = SURVEY DISK
 PG0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0563_SP_SET: PIER
 PG0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0563
 PG0563  HISTORY     - Date     Condition        Report By
 PG0563  HISTORY     - UNK      MONUMENTED       USGS
 PG0563  HISTORY     - 1973     GOOD             NGS
 PG0563
 PG0563                          STATION DESCRIPTION
 PG0563
 PG0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0563'IN ROUSES POINT.
 PG0563'AT ROUSES POINT, ANGLERS PIER (ABANDONED RAILROAD BRIDGE CROSSING THE
 PG0563'RICHELIEU RIVER), SET IN THE TOP OF THE WESTERLY ONE OF TWO PIERS
 PG0563'LEADING TO THE GEOLOGICAL SURVEY GAGE HOUSE, 32.4 FEET WEST OF THE
 PG0563'WEST FACE OF THE GAGE HOUSE, 42.5 FEET EAST OF CENTER LINE OF
 PG0563'MONTGOMERY STREET, 83 FEET NORTH OF CENTER LINE OF DRIVE (OLD RAILROAD
 PG0563'GRADE) LEADING TO THE ANGLERS PIER, 16.8 FEET WEST OF BM 6 (USGS).
 PG0563'NOTE--MARK LEANING SLIGHTLY TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0195 ***********************************************************************
 OF0195  DESIGNATION -  BM 6
 OF0195  PID         -  OF0195
 OF0195  STATE/COUNTY-  NY/OSWEGO
 OF0195  USGS QUAD   -  RICHLAND (1982)
 OF0195
 OF0195                         *CURRENT SURVEY CONTROL
 OF0195  ___________________________________________________________________
 OF0195* NAD 83(1986)-  43 32 23.     (N)    076 02 08.     (W)     SCALED    
 OF0195* NAVD 88     -       168.453  (meters)     552.67   (feet)  ADJUSTED  
 OF0195  ___________________________________________________________________
 OF0195  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 OF0195  DYNAMIC HT  -         168.415 (meters)     552.54  (feet)  COMP
 OF0195  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 OF0195
 OF0195  VERT ORDER  -  SECOND    CLASS 0
 OF0195
 OF0195.The horizontal coordinates were scaled from a topographic map and have
 OF0195.an estimated accuracy of +/- 6 seconds.
 OF0195
 OF0195.The orthometric height was determined by differential leveling
 OF0195.and adjusted by the National Geodetic Survey in June 1991..
 OF0195
 OF0195.The geoid height was determined by GEOID03.
 OF0195
 OF0195.The dynamic height is computed by dividing the NAVD 88
 OF0195.geopotential number by the normal gravity value computed on the
 OF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0195.degrees latitude (g = 980.6199 gals.).
 OF0195
 OF0195.The modeled gravity was interpolated from observed gravity values.
 OF0195
 OF0195;                    North         East    Units  Estimated Accuracy
 OF0195;SPC NY C     -   393,270.      294,270.      MT  (+/- 180 meters Scaled)
 OF0195
 OF0195                          SUPERSEDED SURVEY CONTROL
 OF0195
 OF0195  NGVD 29 (??/??/92)  168.588  (m)          553.11   (f) ADJ UNCH    2 0
 OF0195
 OF0195.Superseded values are not recommended for survey control.
 OF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0195.See file dsdata.txt to determine how the superseded data were derived.
 OF0195
 OF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP163212(NAD 83)
 OF0195_MARKER: R = RIVET
 OF0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0195_SP_SET: RAT/
 OF0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0195
 OF0195  HISTORY     - Date     Condition        Report By
 OF0195  HISTORY     - UNK      MONUMENTED       NYCRR
 OF0195  HISTORY     - 1942     GOOD             NGS
 OF0195
 OF0195                          STATION DESCRIPTION
 OF0195
 OF0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0195'2.0 MI S FROM RICHLAND.
 OF0195'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OF0195'AT RICHLAND, OSWEGO COUNTY, 1.8 FEET EAST OF MILEPOST R 2, 5.4 FEET
 OF0195'WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE RAIL. THE TOP
 OF0195'OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0564 ***********************************************************************
 PG0564  DESIGNATION -  BM 6 USGS
 PG0564  PID         -  PG0564
 PG0564  STATE/COUNTY-  NY/CLINTON
 PG0564  USGS QUAD   -  ROUSES POINT (1972)
 PG0564
 PG0564                         *CURRENT SURVEY CONTROL
 PG0564  ___________________________________________________________________
 PG0564* NAD 83(1986)-  44 59 46.     (N)    073 21 36.     (W)     SCALED    
 PG0564* NAVD 88     -        31.136  (meters)     102.15   (feet)  ADJUSTED  
 PG0564  ___________________________________________________________________
 PG0564  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 PG0564  DYNAMIC HT  -          31.135 (meters)     102.15  (feet)  COMP
 PG0564  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PG0564
 PG0564  VERT ORDER  -  FIRST     CLASS I
 PG0564
 PG0564.The horizontal coordinates were scaled from a topographic map and have
 PG0564.an estimated accuracy of +/- 6 seconds.
 PG0564
 PG0564.The orthometric height was determined by differential leveling
 PG0564.and adjusted by the National Geodetic Survey in June 1991..
 PG0564
 PG0564.The geoid height was determined by GEOID03.
 PG0564
 PG0564.The dynamic height is computed by dividing the NAVD 88
 PG0564.geopotential number by the normal gravity value computed on the
 PG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0564.degrees latitude (g = 980.6199 gals.).
 PG0564
 PG0564.The modeled gravity was interpolated from observed gravity values.
 PG0564
 PG0564;                    North         East    Units  Estimated Accuracy
 PG0564;SPC NY E     -   685,070.      239,880.      MT  (+/- 180 meters Scaled)
 PG0564
 PG0564                          SUPERSEDED SURVEY CONTROL
 PG0564
 PG0564  NGVD 29 (??/??/92)   31.27   (m)          102.6    (f) COMPUTED    1 1
 PG0564
 PG0564.Superseded values are not recommended for survey control.
 PG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0564.See file dsdata.txt to determine how the superseded data were derived.
 PG0564
 PG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ292838(NAD 83)
 PG0564_MARKER: DD = SURVEY DISK
 PG0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0564_SP_SET: PIER
 PG0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0564
 PG0564  HISTORY     - Date     Condition        Report By
 PG0564  HISTORY     - UNK      MONUMENTED       USGS
 PG0564  HISTORY     - 1973     GOOD             NGS
 PG0564
 PG0564                          STATION DESCRIPTION
 PG0564
 PG0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0564'IN ROUSES POINT.
 PG0564'AT ROUSES POINT, ANGLERS PIER (ABANDONED RAILROAD BRIDGE CROSSING THE
 PG0564'RICHELIEU RIVER), SET IN THE EASTERLY ONE OF TWO CONCRETE PIERS
 PG0564'LEADING TO THE GAGE HOUSE, 83 FEET NORTH OF CENTER OF DRIVE (OLD
 PG0564'RAILROAD GRADE) LEADING TO PIER, 59.3 FEET EAST OF THE CENTER LINE OF
 PG0564'MONTGOMERY STREET, 15.6 FEET WEST OF THE WEST FACE OF THE GAGE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1035 ***********************************************************************
 OE1035  DESIGNATION -  BM 603
 OE1035  PID         -  OE1035
 OE1035  STATE/COUNTY-  NY/OSWEGO
 OE1035  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1035
 OE1035                         *CURRENT SURVEY CONTROL
 OE1035  ___________________________________________________________________
 OE1035* NAD 83(1986)-  43 25 41.     (N)    075 53 39.     (W)     SCALED    
 OE1035* NAVD 88     -       183.827  (meters)     603.11   (feet)  ADJUSTED  
 OE1035  ___________________________________________________________________
 OE1035  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 OE1035  DYNAMIC HT  -         183.784 (meters)     602.96  (feet)  COMP
 OE1035  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 OE1035
 OE1035  VERT ORDER  -  SECOND    CLASS 0
 OE1035
 OE1035.The horizontal coordinates were scaled from a topographic map and have
 OE1035.an estimated accuracy of +/- 6 seconds.
 OE1035
 OE1035.The orthometric height was determined by differential leveling
 OE1035.and adjusted by the National Geodetic Survey in June 1991..
 OE1035
 OE1035.The geoid height was determined by GEOID03.
 OE1035
 OE1035.The dynamic height is computed by dividing the NAVD 88
 OE1035.geopotential number by the normal gravity value computed on the
 OE1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1035.degrees latitude (g = 980.6199 gals.).
 OE1035
 OE1035.The modeled gravity was interpolated from observed gravity values.
 OE1035
 OE1035;                    North         East    Units  Estimated Accuracy
 OE1035;SPC NY C     -   380,950.      305,800.      MT  (+/- 180 meters Scaled)
 OE1035
 OE1035                          SUPERSEDED SURVEY CONTROL
 OE1035
 OE1035  NGVD 29 (??/??/92)  183.979  (m)          603.60   (f) ADJ UNCH    2 0
 OE1035
 OE1035.Superseded values are not recommended for survey control.
 OE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1035.See file dsdata.txt to determine how the superseded data were derived.
 OE1035
 OE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP276087(NAD 83)
 OE1035_MARKER: Z = SEE DESCRIPTION
 OE1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1035_SP_SET: RAIL
 OE1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1035
 OE1035  HISTORY     - Date     Condition        Report By
 OE1035  HISTORY     - UNK      MONUMENTED       NYCRR
 OE1035  HISTORY     - 1942     GOOD             NGS
 OE1035  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 OE1035
 OE1035                          STATION DESCRIPTION
 OE1035
 OE1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1035'0.4 MI N FROM WILLIAMSTOWN.
 OE1035'0.4 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT
 OE1035'WILLIAMSTOWN, OSWEGO COUNTY, 2 FEET EAST OF MILEPOST 13, 6 FEET WEST
 OE1035'OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK. THE TOP OF A
 OE1035'VERTICAL RAIL.
 OE1035
 OE1035                          STATION RECOVERY (1975)
 OE1035
 OE1035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 OE1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0778 ***********************************************************************
 MZ0778  DESIGNATION -  BM 7
 MZ0778  PID         -  MZ0778
 MZ0778  STATE/COUNTY-  NY/ULSTER
 MZ0778  USGS QUAD   -  SAUGERTIES (1978)
 MZ0778
 MZ0778                         *CURRENT SURVEY CONTROL
 MZ0778  ___________________________________________________________________
 MZ0778* NAD 83(1986)-  42 04 20.     (N)    073 55 46.     (W)     SCALED    
 MZ0778* NAVD 88     -         2.057  (meters)       6.75   (feet)  ADJUSTED  
 MZ0778  ___________________________________________________________________
 MZ0778  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MZ0778  DYNAMIC HT  -           2.056 (meters)       6.75  (feet)  COMP
 MZ0778  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 MZ0778
 MZ0778  VERT ORDER  -  SECOND    CLASS 0
 MZ0778
 MZ0778.The horizontal coordinates were scaled from a topographic map and have
 MZ0778.an estimated accuracy of +/- 6 seconds.
 MZ0778
 MZ0778.The orthometric height was determined by differential leveling
 MZ0778.and adjusted by the National Geodetic Survey in June 1991..
 MZ0778
 MZ0778.The geoid height was determined by GEOID03.
 MZ0778
 MZ0778.The dynamic height is computed by dividing the NAVD 88
 MZ0778.geopotential number by the normal gravity value computed on the
 MZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0778.degrees latitude (g = 980.6199 gals.).
 MZ0778
 MZ0778.The modeled gravity was interpolated from observed gravity values.
 MZ0778
 MZ0778;                    North         East    Units  Estimated Accuracy
 MZ0778;SPC NY E     -   359,780.      197,210.      MT  (+/- 180 meters Scaled)
 MZ0778
 MZ0778                          SUPERSEDED SURVEY CONTROL
 MZ0778
 MZ0778  NGVD 29 (??/??/92)    2.302  (m)            7.55   (f) ADJ UNCH    2 0
 MZ0778
 MZ0778.Superseded values are not recommended for survey control.
 MZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0778.See file dsdata.txt to determine how the superseded data were derived.
 MZ0778
 MZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM885583(NAD 83)
 MZ0778_MARKER: DD = SURVEY DISK
 MZ0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0778_SP_SET: WALL
 MZ0778_STAMPING: B.M. 7
 MZ0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0778
 MZ0778  HISTORY     - Date     Condition        Report By
 MZ0778  HISTORY     - UNK      MONUMENTED       USE
 MZ0778  HISTORY     - 1942     GOOD             NGS
 MZ0778  HISTORY     - 1984     GOOD             USPSQD
 MZ0778  HISTORY     - 1987     GOOD             USPSQD
 MZ0778  HISTORY     - 1988     GOOD             USPSQD
 MZ0778
 MZ0778                          STATION DESCRIPTION
 MZ0778
 MZ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0778'AT SAUGERTIES.
 MZ0778'AT SAUGERTIES, AT THE COAST GUARD LIGHT HOUSE, SET IN THE STONE WALL
 MZ0778'NEAR THE SOUTH ENTRANCE TO BUILDING, 18.6 FEET SOUTHWEST OF THE
 MZ0778'SOUTHEAST CORNER OF BUILDING, 10.3 FEET SOUTH OF THE CENTER-LINE OF
 MZ0778'THE SOUTH ENTRANCE, 2 FEET NORTH OF THE SOUTH EDGE OF STONE WALL.  A
 MZ0778'UNITED STATES ARMY ENGINEERS DISK STAMPED B.M. 7.
 MZ0778
 MZ0778                          STATION RECOVERY (1984)
 MZ0778
 MZ0778'RECOVERY NOTE BY US POWER SQUADRON 1984
 MZ0778'LIGHTHOUSE FOUNDATON SOLID BUT INTERIOR OF LIGHTHOUSE IS FALLING
 MZ0778'DOWN.
 MZ0778
 MZ0778                          STATION RECOVERY (1987)
 MZ0778
 MZ0778'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 MZ0778'RECOVERED IN GOOD CONDITION.
 MZ0778
 MZ0778                          STATION RECOVERY (1988)
 MZ0778
 MZ0778'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBS)
 MZ0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0740 ***********************************************************************
 OD0740  DESIGNATION -  BM ALS
 OD0740  PID         -  OD0740
 OD0740  STATE/COUNTY-  NY/SARATOGA
 OD0740  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0740
 OD0740                         *CURRENT SURVEY CONTROL
 OD0740  ___________________________________________________________________
 OD0740* NAD 83(1986)-  43 19 00.     (N)    073 50 57.     (W)     SCALED    
 OD0740* NAVD 88     -       194.059  (meters)     636.68   (feet)  ADJUSTED  
 OD0740  ___________________________________________________________________
 OD0740  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD0740  DYNAMIC HT  -         194.015 (meters)     636.53  (feet)  COMP
 OD0740  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 OD0740
 OD0740  VERT ORDER  -  FIRST     CLASS II
 OD0740
 OD0740.The horizontal coordinates were scaled from a topographic map and have
 OD0740.an estimated accuracy of +/- 6 seconds.
 OD0740
 OD0740.The orthometric height was determined by differential leveling
 OD0740.and adjusted by the National Geodetic Survey in June 1991..
 OD0740
 OD0740.The geoid height was determined by GEOID03.
 OD0740
 OD0740.The dynamic height is computed by dividing the NAVD 88
 OD0740.geopotential number by the normal gravity value computed on the
 OD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0740.degrees latitude (g = 980.6199 gals.).
 OD0740
 OD0740.The modeled gravity was interpolated from observed gravity values.
 OD0740
 OD0740;                    North         East    Units  Estimated Accuracy
 OD0740;SPC NY E     -   498,050.      202,790.      MT  (+/- 180 meters Scaled)
 OD0740
 OD0740                          SUPERSEDED SURVEY CONTROL
 OD0740
 OD0740  NGVD 29 (??/??/92)  194.189  (m)          637.10   (f) ADJ UNCH    1 2
 OD0740
 OD0740.Superseded values are not recommended for survey control.
 OD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0740.See file dsdata.txt to determine how the superseded data were derived.
 OD0740
 OD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN933966(NAD 83)
 OD0740_MARKER: O = CHISELED CIRCLE
 OD0740_SETTING: 66 = SET IN ROCK OUTCROP
 OD0740_SP_SET: ROCK OUTCROP
 OD0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0740+STABILITY: POSITION/ELEVATION WELL
 OD0740
 OD0740  HISTORY     - Date     Condition        Report By
 OD0740  HISTORY     - UNK      MONUMENTED       LOCSUR
 OD0740  HISTORY     - 1955     GOOD             NGS
 OD0740
 OD0740                          STATION DESCRIPTION
 OD0740
 OD0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0740'IN HADLEY.
 OD0740'AT HADLEY, ALONG THE DELAWARE AND HUDSON RAILROAD, 140 FEET NORTHEAST
 OD0740'OF NORTHEAST FACE OF THE RAILROAD STATION, 132 FEET NORTHWEST OF
 OD0740'CENTER LINE OF A BLACK TOP ROAD LEADING SOUTHWEST, 101 FEET SOUTHWEST
 OD0740'OF CENTER LINE OF OF BLACK TOP COUNTY ROAD NO. 1 LEADING NORTHEAST, 28
 OD0740'FEET WEST OF WEST CORNER OF TOWN GARAGE, 77 1/2 FEET EAST OF BENCH
 OD0740'MARK Y 356, ABOUT 4 FEET ABOVE LEVEL OF TRACK AND IS A 2-INCH OUTLINED
 OD0740'CIRCLE ON THE TOP OF A GRANITE OUTCROP ABOUT 7 BY 4 FEET AND ABOUT
 OD0740'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1465 ***********************************************************************
 KU1465  DESIGNATION -  BM BWS
 KU1465  PID         -  KU1465
 KU1465  STATE/COUNTY-  NY/NASSAU
 KU1465  USGS QUAD   -  LYNBROOK (1969)
 KU1465
 KU1465                         *CURRENT SURVEY CONTROL
 KU1465  ___________________________________________________________________
 KU1465* NAD 83(1986)-  40 38 50.     (N)    073 41 38.     (W)     SCALED    
 KU1465* NAVD 88     -         3.381  (meters)      11.09   (feet)  ADJUSTED  
 KU1465  ___________________________________________________________________
 KU1465  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU1465  DYNAMIC HT  -           3.380 (meters)      11.09  (feet)  COMP
 KU1465  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 KU1465
 KU1465  VERT ORDER  -  SECOND    CLASS 0
 KU1465
 KU1465.The horizontal coordinates were scaled from a topographic map and have
 KU1465.an estimated accuracy of +/- 6 seconds.
 KU1465
 KU1465.The orthometric height was determined by differential leveling
 KU1465.and adjusted by the National Geodetic Survey in June 1991..
 KU1465
 KU1465.The geoid height was determined by GEOID03.
 KU1465
 KU1465.The dynamic height is computed by dividing the NAVD 88
 KU1465.geopotential number by the normal gravity value computed on the
 KU1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1465.degrees latitude (g = 980.6199 gals.).
 KU1465
 KU1465.The modeled gravity was interpolated from observed gravity values.
 KU1465
 KU1465;                    North         East    Units  Estimated Accuracy
 KU1465;SPC NY L     -    53,410.      325,890.      MT  (+/- 180 meters Scaled)
 KU1465
 KU1465                          SUPERSEDED SURVEY CONTROL
 KU1465
 KU1465.No superseded survey control is available for this station.
 KU1465
 KU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL104004(NAD 83)
 KU1465_MARKER: Q = CHISELED SQUARE
 KU1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1465_SP_SET: PUMP WELL RIM
 KU1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1465
 KU1465  HISTORY     - Date     Condition        Report By
 KU1465  HISTORY     - UNK      MONUMENTED       NY4170
 KU1465  HISTORY     - 1932     GOOD             NGS
 KU1465  HISTORY     - 1956     GOOD             NGS
 KU1465
 KU1465                          STATION DESCRIPTION
 KU1465
 KU1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1465'AT ROCKVILLE CENTRE.
 KU1465'AT ROCKVILLE CENTRE, NASSAU COUNTY, AT THE LYNBROOK TOWN LINE,
 KU1465'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF OCEAN AVENUE AND
 KU1465'PENINSULA BOULEVARD, AT THE ABANDONED SMITHS POND PUMPING STATION
 KU1465'OF THE BROOKLYN WATER SUPPLY CONDUIT, DIRECTLY EAST OF THE
 KU1465'SOUTH CUPOLA ON THE TOP OF THE PUMPHOUSE, AND ON THE TOP OF THE
 KU1465'EAST CIRCULAR RIM OF THE PUMP WELL.  A CHISELED SQUARE NEAR THE
 KU1465'CHISELED LETTER F.  NOTE-- THE NORTHWEST CORNER OF THE CHISELED
 KU1465'SQUARE HAS BEEN CHIPPED OFF.
 KU1465
 KU1465                          STATION RECOVERY (1956)
 KU1465
 KU1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0377 ***********************************************************************
 OD0377  DESIGNATION -  BM CHIS SQ
 OD0377  PID         -  OD0377
 OD0377  STATE/COUNTY-  NY/ESSEX
 OD0377  USGS QUAD   -  TICONDEROGA (1950)
 OD0377
 OD0377                         *CURRENT SURVEY CONTROL
 OD0377  ___________________________________________________________________
 OD0377* NAD 83(1986)-  43 48 42.     (N)    073 23 42.     (W)     SCALED    
 OD0377* NAVD 88     -        37.012  (meters)     121.43   (feet)  ADJUSTED  
 OD0377  ___________________________________________________________________
 OD0377  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 OD0377  DYNAMIC HT  -          37.006 (meters)     121.41  (feet)  COMP
 OD0377  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 OD0377
 OD0377  VERT ORDER  -  FIRST     CLASS I
 OD0377
 OD0377.The horizontal coordinates were scaled from a topographic map and have
 OD0377.an estimated accuracy of +/- 6 seconds.
 OD0377
 OD0377.The orthometric height was determined by differential leveling
 OD0377.and adjusted by the National Geodetic Survey in June 1991..
 OD0377
 OD0377.The geoid height was determined by GEOID03.
 OD0377
 OD0377.The dynamic height is computed by dividing the NAVD 88
 OD0377.geopotential number by the normal gravity value computed on the
 OD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0377.degrees latitude (g = 980.6199 gals.).
 OD0377
 OD0377.The modeled gravity was interpolated from observed gravity values.
 OD0377
 OD0377;                    North         East    Units  Estimated Accuracy
 OD0377;SPC NY E     -   553,430.      238,900.      MT  (+/- 180 meters Scaled)
 OD0377
 OD0377                          SUPERSEDED SURVEY CONTROL
 OD0377
 OD0377.No superseded survey control is available for this station.
 OD0377
 OD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP290522(NAD 83)
 OD0377_MARKER: Q = CHISELED SQUARE
 OD0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0377_SP_SET: CULVERT
 OD0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0377
 OD0377  HISTORY     - Date     Condition        Report By
 OD0377  HISTORY     - UNK      MONUMENTED       RBNF
 OD0377  HISTORY     - 1973     GOOD             NGS
 OD0377
 OD0377                          STATION DESCRIPTION
 OD0377
 OD0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0377'3.35 MI S FROM FORT TICONDEROGA.
 OD0377'ABOUT 3.35 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0377'CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, 19 RAILS SOUTH OF
 OD0377'THE SOUTH END OF A ROCK CUT, 3 1/2 RAILS SOUTH OF A SIGNAL CONTROL BOX
 OD0377'ON THE EAST SIDE OF TRACK, 9.2 FEET WEST OF THE WEST RAIL, 2 FEET
 OD0377'BELOW LEVEL OF THE RAILS, A 1 1/2 IN. BY 2 INCH OUTLINED CHISELED
 OD0377'SQUARE ON THE SOUTHWEST CORNER OF THE WEST STONE HEADWALL OF A 4-FOOT
 OD0377'STONE BOX CULVERT.  NOTE--STONE HEADWALL HAS SOME CLEAVAGE AND MORTAR
 OD0377'SEPARATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0659 ***********************************************************************
 PG0659  DESIGNATION -  BM DHRR
 PG0659  PID         -  PG0659
 PG0659  STATE/COUNTY-  NY/ESSEX
 PG0659  USGS QUAD   -  
 PG0659
 PG0659                         *CURRENT SURVEY CONTROL
 PG0659  ___________________________________________________________________
 PG0659* NAD 83(1986)-  44 03 10.     (N)    073 27 19.     (W)     SCALED    
 PG0659* NAVD 88     -        32.598  (meters)     106.95   (feet)  POSTED    
 PG0659  ___________________________________________________________________
 PG0659  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PG0659  DYNAMIC HT  -          32.590 (meters)     106.92  (feet)  COMP
 PG0659  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 PG0659
 PG0659  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PG0659
 PG0659.The horizontal coordinates were scaled from a topographic map and have
 PG0659.an estimated accuracy of +/- 6 seconds.
 PG0659
 PG0659.The orthometric height was determined by differential leveling
 PG0659.and adjusted by the National Geodetic Survey in 1992..
 PG0659.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PG0659.rate greater than 8.0 mm/km.
 PG0659
 PG0659.The geoid height was determined by GEOID03.
 PG0659
 PG0659.The dynamic height is computed by dividing the NAVD 88
 PG0659.geopotential number by the normal gravity value computed on the
 PG0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0659.degrees latitude (g = 980.6199 gals.).
 PG0659
 PG0659.The modeled gravity was interpolated from observed gravity values.
 PG0659
 PG0659;                    North         East    Units  Estimated Accuracy
 PG0659;SPC NY E     -   580,160.      233,710.      MT  (+/- 180 meters Scaled)
 PG0659
 PG0659                          SUPERSEDED SURVEY CONTROL
 PG0659
 PG0659  NGVD 29 (??/??/??)   32.810  (m)          107.64   (f) ADJUSTED    1 2
 PG0659
 PG0659.Superseded values are not recommended for survey control.
 PG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0659.See file dsdata.txt to determine how the superseded data were derived.
 PG0659
 PG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP237788(NAD 83)
 PG0659_MARKER: B = BOLT
 PG0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0659_SP_SET: TUNNEL
 PG0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0659
 PG0659  HISTORY     - Date     Condition        Report By
 PG0659  HISTORY     - UNK      MONUMENTED       DHRR
 PG0659  HISTORY     - 1955     MARK NOT FOUND   CGS
 PG0659
 PG0659                          STATION DESCRIPTION
 PG0659
 PG0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0659'0.75 MI N FROM PORT HENRY.
 PG0659'ABOUT 3/4 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0659'STATION AT PORT HENRY, ESSEX COUNTY, 134.0 FEET SOUTH OF THE SOUTH
 PG0659'FACE OF THE EAST RETAINING WALL LEADING TO THE SOUTH PORTAL OF THE
 PG0659'TUNNEL, 6.5 FEET EAST OF THE EAST RAIL, AND AT THE NORTHWEST CORNER OF
 PG0659'AN OLD SIGNAL FOUNDATION.  THE TOP OF THE NORTHWEST BOLT.  NOTE-- THE
 PG0659'TUNNEL HAS BEEN TORN OUT AND IT CANNOT BE DETERMINE JUST WHERE THE OLD
 PG0659'BASE WOULD BE LOCATED.  IT IS POSSIBLE THAT IT IS STILL INTACT AND
 PG0659'BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0716 ***********************************************************************
 PG0716  DESIGNATION -  BM DHRR
 PG0716  PID         -  PG0716
 PG0716  STATE/COUNTY-  NY/ESSEX
 PG0716  USGS QUAD   -  
 PG0716
 PG0716                         *CURRENT SURVEY CONTROL
 PG0716  ___________________________________________________________________
 PG0716* NAD 83(1986)-  44 18 09.     (N)    073 23 24.     (W)     SCALED    
 PG0716* NAVD 88     -        81.933  (meters)     268.81   (feet)  ADJUSTED  
 PG0716  ___________________________________________________________________
 PG0716  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PG0716  DYNAMIC HT  -          81.922 (meters)     268.77  (feet)  COMP
 PG0716  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 PG0716
 PG0716  VERT ORDER  -  FIRST     CLASS II
 PG0716
 PG0716.The horizontal coordinates were scaled from a topographic map and have
 PG0716.an estimated accuracy of +/- 6 seconds.
 PG0716
 PG0716.The orthometric height was determined by differential leveling
 PG0716.and adjusted by the National Geodetic Survey in June 1991..
 PG0716
 PG0716.The geoid height was determined by GEOID03.
 PG0716
 PG0716.The dynamic height is computed by dividing the NAVD 88
 PG0716.geopotential number by the normal gravity value computed on the
 PG0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0716.degrees latitude (g = 980.6199 gals.).
 PG0716
 PG0716.The modeled gravity was interpolated from observed gravity values.
 PG0716
 PG0716;                    North         East    Units  Estimated Accuracy
 PG0716;SPC NY E     -   607,970.      238,570.      MT  (+/- 180 meters Scaled)
 PG0716
 PG0716                          SUPERSEDED SURVEY CONTROL
 PG0716
 PG0716  NGVD 29 (??/??/??)   82.082  (m)          269.30   (f) ADJUSTED    1 2
 PG0716
 PG0716.Superseded values are not recommended for survey control.
 PG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0716.See file dsdata.txt to determine how the superseded data were derived.
 PG0716
 PG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ284067(NAD 83)
 PG0716_MARKER: Q = CHISELED SQUARE
 PG0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0716_SP_SET: CULVERT
 PG0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0716
 PG0716  HISTORY     - Date     Condition        Report By
 PG0716  HISTORY     - UNK      MONUMENTED       DHRR
 PG0716  HISTORY     - 1955     GOOD             CGS
 PG0716  HISTORY     - 1973     MARK NOT FOUND   NGS
 PG0716
 PG0716                          STATION DESCRIPTION
 PG0716
 PG0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0716'0.3 MI S FROM ESSEX.
 PG0716'ABOUT 0.3 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0716'STATION AND CROSSING OF STATE HIGHWAY 22 AT ESSEX, ABOUT 15 YARDS
 PG0716'SOUTH OF MILE POST A 137 - RP 54, IN THE TOP OF THE WEST STONE HEAD
 PG0716'WALL OF AN 8-FOOT STONE BOX CULVERT, 5 3/4 FEET WEST OF WEST RAIL, 1.8
 PG0716'FEET SOUTH OF NORTH END OF HEAD WALL, 1.6 FEET EAST OF WEST EDGE OF
 PG0716'HEAD WALL AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 PG0716
 PG0716                          STATION RECOVERY (1973)
 PG0716
 PG0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PG0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1096 ***********************************************************************
 NB1096  DESIGNATION -  BM ERIERR
 NB1096  PID         -  NB1096
 NB1096  STATE/COUNTY-  NY/STEUBEN
 NB1096  USGS QUAD   -  CORNING (1976)
 NB1096
 NB1096                         *CURRENT SURVEY CONTROL
 NB1096  ___________________________________________________________________
 NB1096* NAD 83(1986)-  42 08 59.     (N)    077 04 25.     (W)     SCALED    
 NB1096* NAVD 88     -       284.776  (meters)     934.30   (feet)  ADJUSTED  
 NB1096  ___________________________________________________________________
 NB1096  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB1096  DYNAMIC HT  -         284.673 (meters)     933.96  (feet)  COMP
 NB1096  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 NB1096
 NB1096  VERT ORDER  -  FIRST     CLASS II
 NB1096
 NB1096.The horizontal coordinates were scaled from a topographic map and have
 NB1096.an estimated accuracy of +/- 6 seconds.
 NB1096
 NB1096.The orthometric height was determined by differential leveling
 NB1096.and adjusted by the National Geodetic Survey in June 1991..
 NB1096
 NB1096.The geoid height was determined by GEOID03.
 NB1096
 NB1096.The dynamic height is computed by dividing the NAVD 88
 NB1096.geopotential number by the normal gravity value computed on the
 NB1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1096.degrees latitude (g = 980.6199 gals.).
 NB1096
 NB1096.The modeled gravity was interpolated from observed gravity values.
 NB1096
 NB1096;                    North         East    Units  Estimated Accuracy
 NB1096;SPC NY C     -   238,840.      209,480.      MT  (+/- 180 meters Scaled)
 NB1096
 NB1096                          SUPERSEDED SURVEY CONTROL
 NB1096
 NB1096  NGVD 29 (??/??/92)  284.933  (m)          934.82   (f) ADJ UNCH    1 2
 NB1096
 NB1096.Superseded values are not recommended for survey control.
 NB1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1096.See file dsdata.txt to determine how the superseded data were derived.
 NB1096
 NB1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM286684(NAD 83)
 NB1096_MARKER: B = BOLT
 NB1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1096_SP_SET: BRIDGE
 NB1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1096
 NB1096  HISTORY     - Date     Condition        Report By
 NB1096  HISTORY     - UNK      MONUMENTED       ERIERR
 NB1096  HISTORY     - 1941     GOOD             NGS
 NB1096  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1096  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1096
 NB1096                          STATION DESCRIPTION
 NB1096
 NB1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1096'AT CORNING.
 NB1096'AT CORNING, 0.9 MILE SOUTHEAST OF STATION AT PAINTED POST, SET IN THE
 NB1096'WEST END OF THE NORTH BRIDGE SEAT OF BRIDGE NO. 291-06, 48 FEET WEST
 NB1096'OF BM F-135, 11.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 2.9
 NB1096'FEET EAST OF THE WEST EDGE OF THE BRIDGE SEAT, ABOUT 3.5 FEET BELOW
 NB1096'TRACK LEVEL. A COPPER BOLT.
 NB1096
 NB1096                          STATION RECOVERY (1983)
 NB1096
 NB1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1096'NOT RECOVERED, DESCRIPTION IS INADEQUATE.
 NB1096
 NB1096                          STATION RECOVERY (2001)
 NB1096
 NB1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0565 ***********************************************************************
 PG0565  DESIGNATION -  BM GAGE 2 USE
 PG0565  PID         -  PG0565
 PG0565  STATE/COUNTY-  NY/CLINTON
 PG0565  USGS QUAD   -  ROUSES POINT (1972)
 PG0565
 PG0565                         *CURRENT SURVEY CONTROL
 PG0565  ___________________________________________________________________
 PG0565* NAD 83(1986)-  44 59 50.     (N)    073 21 34.     (W)     SCALED    
 PG0565* NAVD 88     -        32.597  (meters)     106.95   (feet)  ADJUSTED  
 PG0565  ___________________________________________________________________
 PG0565  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 PG0565  DYNAMIC HT  -          32.596 (meters)     106.94  (feet)  COMP
 PG0565  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PG0565
 PG0565  VERT ORDER  -  FIRST     CLASS I
 PG0565
 PG0565.The horizontal coordinates were scaled from a topographic map and have
 PG0565.an estimated accuracy of +/- 6 seconds.
 PG0565
 PG0565.The orthometric height was determined by differential leveling
 PG0565.and adjusted by the National Geodetic Survey in June 1991..
 PG0565
 PG0565.The geoid height was determined by GEOID03.
 PG0565
 PG0565.The dynamic height is computed by dividing the NAVD 88
 PG0565.geopotential number by the normal gravity value computed on the
 PG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0565.degrees latitude (g = 980.6199 gals.).
 PG0565
 PG0565.The modeled gravity was interpolated from observed gravity values.
 PG0565
 PG0565;                    North         East    Units  Estimated Accuracy
 PG0565;SPC NY E     -   685,200.      239,930.      MT  (+/- 180 meters Scaled)
 PG0565
 PG0565                          SUPERSEDED SURVEY CONTROL
 PG0565
 PG0565  NGVD 29 (??/??/92)   32.74   (m)          107.4    (f) COMPUTED    1 1
 PG0565
 PG0565.Superseded values are not recommended for survey control.
 PG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0565.See file dsdata.txt to determine how the superseded data were derived.
 PG0565
 PG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ293839(NAD 83)
 PG0565_MARKER: X = CHISELED CROSS
 PG0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0565_SP_SET: BUILDING
 PG0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0565
 PG0565  HISTORY     - Date     Condition        Report By
 PG0565  HISTORY     - UNK      MONUMENTED       USE
 PG0565  HISTORY     - 1973     GOOD             NGS
 PG0565
 PG0565                          STATION DESCRIPTION
 PG0565
 PG0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0565'IN ROUSES POINT.
 PG0565'AT ROUSES POINT, ANGLERS PIER, CUT VERTICALLY IN THE SOUTH FACE OF THE
 PG0565'FIRST BRICK HOUSE NORTH ALONG MONTGOMERY STREET FROM THE PIER, 89 FEET
 PG0565'WEST OF CENTER LINE OF MONTGOMERY STREET, 7.5 FEET SOUTHWEST OF THE
 PG0565'SOUTHEAST CORNER OF THE HOUSE PORCH, 0.25 FOOT WEST OF THE SOUTHEAST
 PG0565'CORNER OF THE HOUSE, 1.6 FEET ABOVE THE LEVEL OF THE GROUND, 269.5
 PG0565'FEET NORTHWEST OF BM 5 (USGS) DESCRIBED.  ELEVATION ESTABLISHED TO THE
 PG0565'HORIZONTAL LINE OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0663 ***********************************************************************
 OF0663  DESIGNATION -  BM LVRR
 OF0663  PID         -  OF0663
 OF0663  STATE/COUNTY-  NY/CAYUGA
 OF0663  USGS QUAD   -  WEEDSPORT (1978)
 OF0663
 OF0663                         *CURRENT SURVEY CONTROL
 OF0663  ___________________________________________________________________
 OF0663* NAD 83(1986)-  43 03 27.     (N)    076 33 15.     (W)     SCALED    
 OF0663* NAVD 88     -       128.257  (meters)     420.79   (feet)  ADJUSTED  
 OF0663  ___________________________________________________________________
 OF0663  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OF0663  DYNAMIC HT  -         128.226 (meters)     420.69  (feet)  COMP
 OF0663  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 OF0663
 OF0663  VERT ORDER  -  FIRST     CLASS II
 OF0663
 OF0663.The horizontal coordinates were scaled from a topographic map and have
 OF0663.an estimated accuracy of +/- 6 seconds.
 OF0663
 OF0663.The orthometric height was determined by differential leveling
 OF0663.and adjusted by the National Geodetic Survey in June 1991..
 OF0663.WARNING-Repeat measurements at this control monument indicate possible
 OF0663.vertical movement.
 OF0663
 OF0663.The geoid height was determined by GEOID03.
 OF0663
 OF0663.The dynamic height is computed by dividing the NAVD 88
 OF0663.geopotential number by the normal gravity value computed on the
 OF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0663.degrees latitude (g = 980.6199 gals.).
 OF0663
 OF0663.The modeled gravity was interpolated from observed gravity values.
 OF0663
 OF0663;                    North         East    Units  Estimated Accuracy
 OF0663;SPC NY C     -   339,560.      252,380.      MT  (+/- 180 meters Scaled)
 OF0663
 OF0663                          SUPERSEDED SURVEY CONTROL
 OF0663
 OF0663.No superseded survey control is available for this station.
 OF0663
 OF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN734683(NAD 83)
 OF0663_MARKER: B = BOLT
 OF0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0663_SP_SET: BRIDGE
 OF0663_MARK LOGO: LVRR  
 OF0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0663
 OF0663  HISTORY     - Date     Condition        Report By
 OF0663  HISTORY     - UNK      MONUMENTED       LVRR
 OF0663  HISTORY     - 1931     GOOD             NGS
 OF0663  HISTORY     - 1982     GOOD             NGS
 OF0663  HISTORY     - 1990     POOR             USPSQD
 OF0663
 OF0663                          STATION DESCRIPTION
 OF0663
 OF0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OF0663'AT WEEDSPORT.
 OF0663'ON LEHIGH VALLEY RAILROAD BRIDGE OVER SMALL CREEK ABOUT 300 YARDS
 OF0663'SOUTH OF CROSSING OF LEHIGH VALLEY AND NEW YORK CENTRAL RAILROADS.
 OF0663'ABOUT 50 YARDS NORTH OF SMALL WOODEN LEHIGH VALLEY RAILROAD WATER
 OF0663'TANK. ON WEST END OF NORTH ABUTMENT AND ON TOP STEP.
 OF0663
 OF0663                          STATION RECOVERY (1982)
 OF0663
 OF0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0663'RECOVERED IN GOOD CONDITION.
 OF0663
 OF0663                          STATION RECOVERY (1990)
 OF0663
 OF0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0663'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1537 ***********************************************************************
 KU1537  DESIGNATION -  BM NC
 KU1537  PID         -  KU1537
 KU1537  STATE/COUNTY-  NY/NASSAU
 KU1537  USGS QUAD   -  JONES INLET (1975)
 KU1537
 KU1537                         *CURRENT SURVEY CONTROL
 KU1537  ___________________________________________________________________
 KU1537* NAD 83(1986)-  40 36 15.     (N)    073 34 12.     (W)     SCALED    
 KU1537* NAVD 88     -         8.740  (meters)      28.67   (feet)  ADJUSTED  
 KU1537  ___________________________________________________________________
 KU1537  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU1537  DYNAMIC HT  -           8.736 (meters)      28.66  (feet)  COMP
 KU1537  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KU1537
 KU1537  VERT ORDER  -  SECOND    CLASS 0
 KU1537
 KU1537.The horizontal coordinates were scaled from a topographic map and have
 KU1537.an estimated accuracy of +/- 6 seconds.
 KU1537
 KU1537.The orthometric height was determined by differential leveling
 KU1537.and adjusted by the National Geodetic Survey in June 1991..
 KU1537
 KU1537.The geoid height was determined by GEOID03.
 KU1537
 KU1537.The dynamic height is computed by dividing the NAVD 88
 KU1537.geopotential number by the normal gravity value computed on the
 KU1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1537.degrees latitude (g = 980.6199 gals.).
 KU1537
 KU1537.The modeled gravity was interpolated from observed gravity values.
 KU1537
 KU1537;                    North         East    Units  Estimated Accuracy
 KU1537;SPC NY L     -    48,670.      336,390.      MT  (+/- 180 meters Scaled)
 KU1537
 KU1537                          SUPERSEDED SURVEY CONTROL
 KU1537
 KU1537  NGVD 29 (??/??/92)    9.09   (m)           29.8    (f) COMPUTED    2 0
 KU1537
 KU1537.Superseded values are not recommended for survey control.
 KU1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1537.See file dsdata.txt to determine how the superseded data were derived.
 KU1537
 KU1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK209958(NAD 83)
 KU1537_MARKER: Q = CHISELED SQUARE
 KU1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1537_SP_SET: FOOTWALK
 KU1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1537
 KU1537  HISTORY     - Date     Condition        Report By
 KU1537  HISTORY     - UNK      MONUMENTED       NY-059
 KU1537  HISTORY     - 1956     GOOD             NGS
 KU1537  HISTORY     - 1990     POOR             USPSQD
 KU1537
 KU1537                          STATION DESCRIPTION
 KU1537
 KU1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1537'1.6 MI N FROM POINT LOOKOUT.
 KU1537'0.2 MILE WEST ALONG LIDO BOULEVARD FROM THE POST OFFICE AT
 KU1537'POINT LOOKOUT, NASSAU COUNTY, 1.4 MILES NORTHEAST ALONG LOOP
 KU1537'PARKWAY, AT THE WEST END OF MEADOW ISLAND, AT THE EAST END OF
 KU1537'A BASCULE BRIDGE CONNECTING MEADOW AND ALDER ISLANDS, ON THE NORTH
 KU1537'EDGE OF THE NORTH CONCRETE FOOTWALK, 133.6 FEET WEST OF THE
 KU1537'EAST END OF THE FOOTWALK, 4 INCHES NORTH OF A WOODEN RAILING,
 KU1537'AND DIRECTLY ABOVE THE FOURTH ROW OF CONCRETE PIERS COUNTING
 KU1537'FROM THE EAST END OF THE BRIDGE.
 KU1537
 KU1537                          STATION RECOVERY (1990)
 KU1537
 KU1537'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KU1537'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1538 ***********************************************************************
 KU1538  DESIGNATION -  BM NYLISPA
 KU1538  PID         -  KU1538
 KU1538  STATE/COUNTY-  NY/NASSAU
 KU1538  USGS QUAD   -  JONES INLET (1975)
 KU1538
 KU1538                         *CURRENT SURVEY CONTROL
 KU1538  ___________________________________________________________________
 KU1538* NAD 83(1986)-  40 36 14.     (N)    073 34 03.     (W)     SCALED    
 KU1538* NAVD 88     -         7.908  (meters)      25.94   (feet)  ADJUSTED  
 KU1538  ___________________________________________________________________
 KU1538  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU1538  DYNAMIC HT  -           7.905 (meters)      25.93  (feet)  COMP
 KU1538  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 KU1538
 KU1538  VERT ORDER  -  SECOND    CLASS 0
 KU1538
 KU1538.The horizontal coordinates were scaled from a topographic map and have
 KU1538.an estimated accuracy of +/- 6 seconds.
 KU1538
 KU1538.The orthometric height was determined by differential leveling
 KU1538.and adjusted by the National Geodetic Survey in June 1991..
 KU1538
 KU1538.The geoid height was determined by GEOID03.
 KU1538
 KU1538.The dynamic height is computed by dividing the NAVD 88
 KU1538.geopotential number by the normal gravity value computed on the
 KU1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1538.degrees latitude (g = 980.6199 gals.).
 KU1538
 KU1538.The modeled gravity was interpolated from observed gravity values.
 KU1538
 KU1538;                    North         East    Units  Estimated Accuracy
 KU1538;SPC NY L     -    48,640.      336,610.      MT  (+/- 180 meters Scaled)
 KU1538
 KU1538                          SUPERSEDED SURVEY CONTROL
 KU1538
 KU1538  NGVD 29 (??/??/92)    8.26   (m)           27.1    (f) COMPUTED    2 0
 KU1538
 KU1538.Superseded values are not recommended for survey control.
 KU1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1538.See file dsdata.txt to determine how the superseded data were derived.
 KU1538
 KU1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK211957(NAD 83)
 KU1538_MARKER: N = NAIL
 KU1538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1538_SP_SET: FOOTWALK
 KU1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1538
 KU1538  HISTORY     - Date     Condition        Report By
 KU1538  HISTORY     - UNK      MONUMENTED
 KU1538  HISTORY     - 1956     GOOD             NGS
 KU1538  HISTORY     - 1990     GOOD             USPSQD
 KU1538
 KU1538                          STATION DESCRIPTION
 KU1538
 KU1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1538'1.6 MI N FROM POINT LOOKOUT.
 KU1538'0.2 MILE WEST ALONG LIDO BOULEVARD FROM THE POST OFFICE AT
 KU1538'POINT LOOKOUT, NASSAU COUNTY, 1.4 MILES NORTHEAST ALONG LOOP
 KU1538'PARKWAY, AT THE WEST END OF MEADOW ISLAND, AT THE EAST END OF
 KU1538'A BASCULE BRIDGE CONNECTING MEADOW AND ALDER ISLANDS, IN THE
 KU1538'EAST END OF THE SOUTH CONCRETE FOOTWALK, 3.9 FEET WEST OF THE
 KU1538'EAST END OF THE BRIDGE, AND 2 FEET SOUTH OF THE NORTH EDGE OF
 KU1538'THE FOOTWALK.
 KU1538
 KU1538                          STATION RECOVERY (1990)
 KU1538
 KU1538'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KU1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1110 ***********************************************************************
 PH1110  DESIGNATION -  BM RESET 1941
 PH1110  PID         -  PH1110
 PH1110  STATE/COUNTY-  NY/ST LAWRENCE
 PH1110  USGS QUAD   -  HARRISVILLE (1982)
 PH1110
 PH1110                         *CURRENT SURVEY CONTROL
 PH1110  ___________________________________________________________________
 PH1110* NAD 83(1986)-  44 12 36.     (N)    075 21 28.     (W)     SCALED    
 PH1110* NAVD 88     -       242.712  (meters)     796.30   (feet)  ADJUSTED  
 PH1110  ___________________________________________________________________
 PH1110  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 PH1110  DYNAMIC HT  -         242.679 (meters)     796.19  (feet)  COMP
 PH1110  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 PH1110
 PH1110  VERT ORDER  -  SECOND    CLASS 0
 PH1110
 PH1110.The horizontal coordinates were scaled from a topographic map and have
 PH1110.an estimated accuracy of +/- 6 seconds.
 PH1110
 PH1110.The orthometric height was determined by differential leveling
 PH1110.and adjusted by the National Geodetic Survey in June 1991..
 PH1110
 PH1110.The geoid height was determined by GEOID03.
 PH1110
 PH1110.The dynamic height is computed by dividing the NAVD 88
 PH1110.geopotential number by the normal gravity value computed on the
 PH1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1110.degrees latitude (g = 980.6199 gals.).
 PH1110
 PH1110.The modeled gravity was interpolated from observed gravity values.
 PH1110
 PH1110;                    North         East    Units  Estimated Accuracy
 PH1110;SPC NY E     -   597,450.       81,450.      MT  (+/- 180 meters Scaled)
 PH1110
 PH1110                          SUPERSEDED SURVEY CONTROL
 PH1110
 PH1110  NGVD 29 (??/??/92)  242.869  (m)          796.81   (f) ADJ UNCH    2 0
 PH1110
 PH1110.Superseded values are not recommended for survey control.
 PH1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1110.See file dsdata.txt to determine how the superseded data were derived.
 PH1110
 PH1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP714952(NAD 83)
 PH1110_MARKER: DB = BENCH MARK DISK
 PH1110_SETTING: 66 = SET IN ROCK OUTCROP
 PH1110_SP_SET: ROCK OUTCROP
 PH1110_STAMPING: RESET 1941
 PH1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1110+STABILITY: POSITION/ELEVATION WELL
 PH1110
 PH1110  HISTORY     - Date     Condition        Report By
 PH1110  HISTORY     - 1941     MONUMENTED       USGS
 PH1110
 PH1110                          STATION DESCRIPTION
 PH1110
 PH1110'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 PH1110'4.9 MI NW FROM HARRISVILLE.
 PH1110'IN ST. LAWRENCE COUNTY, 2.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE
 PH1110'NEW YORK CENTRAL RAILROAD STATION AT HARRISVILLE, LEWIS COUNTY, THENCE
 PH1110'1.0 MILE WEST ALONG A ROAD, AND THENCE 1.7 MILES NORTH ALONG A ROAD.
 PH1110'0.3 MILE SOUTH OF A 2-STORY FRAME HOUSE ON THE FOWLER FARM, ON THE
 PH1110'INSIDE OF A CURVE, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT 2
 PH1110'FEET LOWER THAN THE ROAD, AND IN THE NORTH END OF A LARGE ROCK
 PH1110'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PH1110'RESET 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1471 ***********************************************************************
 NA1471  DESIGNATION -  BM SA 83
 NA1471  PID         -  NA1471
 NA1471  STATE/COUNTY-  NY/CHENANGO
 NA1471  USGS QUAD   -  AFTON (1957)
 NA1471
 NA1471                         *CURRENT SURVEY CONTROL
 NA1471  ___________________________________________________________________
 NA1471* NAD 83(1986)-  42 13 42.     (N)    075 31 28.     (W)     SCALED    
 NA1471* NAVD 88     -       300.680  (meters)     986.48   (feet)  ADJUSTED  
 NA1471  ___________________________________________________________________
 NA1471  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NA1471  DYNAMIC HT  -         300.572 (meters)     986.13  (feet)  COMP
 NA1471  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 NA1471
 NA1471  VERT ORDER  -  FIRST     CLASS II
 NA1471
 NA1471.The horizontal coordinates were scaled from a topographic map and have
 NA1471.an estimated accuracy of +/- 6 seconds.
 NA1471
 NA1471.The orthometric height was determined by differential leveling
 NA1471.and adjusted by the National Geodetic Survey in June 1991..
 NA1471
 NA1471.The geoid height was determined by GEOID03.
 NA1471
 NA1471.The dynamic height is computed by dividing the NAVD 88
 NA1471.geopotential number by the normal gravity value computed on the
 NA1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1471.degrees latitude (g = 980.6199 gals.).
 NA1471
 NA1471.The modeled gravity was interpolated from observed gravity values.
 NA1471
 NA1471;                    North         East    Units  Estimated Accuracy
 NA1471;SPC NY C     -   248,000.      337,410.      MT  (+/- 180 meters Scaled)
 NA1471
 NA1471                          SUPERSEDED SURVEY CONTROL
 NA1471
 NA1471  NGVD 29 (??/??/92)  300.810  (m)          986.91   (f) ADJ UNCH    1 2
 NA1471
 NA1471.Superseded values are not recommended for survey control.
 NA1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1471.See file dsdata.txt to determine how the superseded data were derived.
 NA1471
 NA1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM567752(NAD 83)
 NA1471_MARKER: Q = CHISELED SQUARE
 NA1471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1471_SP_SET: BRIDGE
 NA1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1471
 NA1471  HISTORY     - Date     Condition        Report By
 NA1471  HISTORY     - UNK      MONUMENTED       CGS
 NA1471  HISTORY     - 1970     POOR             LDA
 NA1471  HISTORY     - 1989     GOOD             USPSQD
 NA1471  HISTORY     - 20060718 POOR             INDIV
 NA1471
 NA1471                          STATION DESCRIPTION
 NA1471
 NA1471'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 NA1471'AT AFTON.
 NA1471'AT AFTON, CHENANGO COUNTY, 0.1 MILE NORTHEAST OF THE DELAWARE AND
 NA1471'HUDSON RAILROAD STATION, AT BRIDGE 114.27 OVER STATE HIGHWAY 41, ON
 NA1471'THE EAST CORNER OF THE SOUTHWEST ABUTMENT, 25.9 FEET WEST OF THE
 NA1471'CENTERLINE OF THE HIGHWAY, 8.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 NA1471'OF THE SOUTHEAST TRACK, AND 2.3 FEET SOUTH OF THE SOUTHWEST CORNER OF
 NA1471'THE SOUTHEAST STEEL BRIDGE WALL.  A CHISELED SQUARE.
 NA1471
 NA1471                          STATION RECOVERY (1970)
 NA1471
 NA1471'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 NA1471'MARK RECOVERED IN POOR CONDITION.
 NA1471
 NA1471                          STATION RECOVERY (1989)
 NA1471
 NA1471'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 NA1471'RECOVERED IN GOOD CONDITION.
 NA1471
 NA1471                          STATION RECOVERY (2006)
 NA1471
 NA1471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLC)
 NA1471'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1288 ***********************************************************************
 NA1288  DESIGNATION -  BM SA 90
 NA1288  PID         -  NA1288
 NA1288  STATE/COUNTY-  NY/CHENANGO
 NA1288  USGS QUAD   -  SIDNEY (1982)
 NA1288
 NA1288                         *CURRENT SURVEY CONTROL
 NA1288  ___________________________________________________________________
 NA1288* NAD 83(1986)-  42 17 20.     (N)    075 29 07.     (W)     SCALED    
 NA1288* NAVD 88     -       303.101  (meters)     994.42   (feet)  ADJUSTED  
 NA1288  ___________________________________________________________________
 NA1288  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NA1288  DYNAMIC HT  -         302.992 (meters)     994.07  (feet)  COMP
 NA1288  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 NA1288
 NA1288  VERT ORDER  -  FIRST     CLASS II
 NA1288
 NA1288.The horizontal coordinates were scaled from a topographic map and have
 NA1288.an estimated accuracy of +/- 6 seconds.
 NA1288
 NA1288.The orthometric height was determined by differential leveling
 NA1288.and adjusted by the National Geodetic Survey in June 1991..
 NA1288
 NA1288.The geoid height was determined by GEOID03.
 NA1288
 NA1288.The dynamic height is computed by dividing the NAVD 88
 NA1288.geopotential number by the normal gravity value computed on the
 NA1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1288.degrees latitude (g = 980.6199 gals.).
 NA1288
 NA1288.The modeled gravity was interpolated from observed gravity values.
 NA1288
 NA1288;                    North         East    Units  Estimated Accuracy
 NA1288;SPC NY C     -   254,770.      340,560.      MT  (+/- 180 meters Scaled)
 NA1288
 NA1288                          SUPERSEDED SURVEY CONTROL
 NA1288
 NA1288  NGVD 29 (??/??/92)  303.225  (m)          994.83   (f) ADJ UNCH    1 2
 NA1288
 NA1288.Superseded values are not recommended for survey control.
 NA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1288.See file dsdata.txt to determine how the superseded data were derived.
 NA1288
 NA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM599819(NAD 83)
 NA1288_MARKER: Q = CHISELED SQUARE
 NA1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1288_SP_SET: BRIDGE
 NA1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1288
 NA1288  HISTORY     - Date     Condition        Report By
 NA1288  HISTORY     - UNK      MONUMENTED       CGS
 NA1288  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NA1288
 NA1288                          STATION DESCRIPTION
 NA1288
 NA1288'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 NA1288'0.5 MI SW FROM BAINBRIDGE.
 NA1288'0.5 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1288'STATION AT BAINBRIDGE, CHENANGO COUNTY, 6 RAILS NORTHEAST OF MILEPOST
 NA1288'A-109, AT BRIDGE 108.95 OVER STATE HIGHWAY 7, ON THE SOUTHEAST CORNER
 NA1288'OF THE SOUTHWEST ABUTMENT, 8.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 NA1288'OF THE SOUTHEAST TRACK, 1.3 FEET SOUTHEAST OF THE EAST CORNER OF THE
 NA1288'SOUTHEAST STEEL BRIDGE WALL, AND ABOUT 3 FEET LOWER THAN THE TRACK. A
 NA1288'CHISELED SQUARE.
 NA1288
 NA1288                          STATION RECOVERY (1982)
 NA1288
 NA1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1288'MARK NOT FOUND.
 NA1288
 NA1288                          STATION RECOVERY (1989)
 NA1288
 NA1288'RECOVERY NOTE BY US POWER SQUADRON 1989 (LWI)
 NA1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1342 ***********************************************************************
 KU1342  DESIGNATION -  BM USE
 KU1342  PID         -  KU1342
 KU1342  STATE/COUNTY-  NY/QUEENS
 KU1342  USGS QUAD   -  LAWRENCE (1979)
 KU1342
 KU1342                         *CURRENT SURVEY CONTROL
 KU1342  ___________________________________________________________________
 KU1342* NAD 83(1986)-  40 35 47.     (N)    073 44 39.     (W)     SCALED    
 KU1342* NAVD 88     -         1.895  (meters)       6.22   (feet)  ADJUSTED  
 KU1342  ___________________________________________________________________
 KU1342  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU1342  DYNAMIC HT  -           1.894 (meters)       6.21  (feet)  COMP
 KU1342  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 KU1342
 KU1342  VERT ORDER  -  FIRST     CLASS II
 KU1342
 KU1342.The horizontal coordinates were scaled from a topographic map and have
 KU1342.an estimated accuracy of +/- 6 seconds.
 KU1342
 KU1342.The orthometric height was determined by differential leveling
 KU1342.and adjusted by the National Geodetic Survey in June 1991..
 KU1342
 KU1342.The geoid height was determined by GEOID03.
 KU1342
 KU1342.The dynamic height is computed by dividing the NAVD 88
 KU1342.geopotential number by the normal gravity value computed on the
 KU1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1342.degrees latitude (g = 980.6199 gals.).
 KU1342
 KU1342.The modeled gravity was interpolated from observed gravity values.
 KU1342
 KU1342;                    North         East    Units  Estimated Accuracy
 KU1342;SPC NY L     -    47,750.      321,660.      MT  (+/- 180 meters Scaled)
 KU1342
 KU1342                          SUPERSEDED SURVEY CONTROL
 KU1342
 KU1342  NGVD 29 (??/??/92)    2.23   (m)            7.3    (f) COMPUTED    1 2
 KU1342
 KU1342.Superseded values are not recommended for survey control.
 KU1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1342.See file dsdata.txt to determine how the superseded data were derived.
 KU1342
 KU1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK062947(NAD 83)
 KU1342_MARKER: X = CHISELED CROSS
 KU1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1342_SP_SET: GRANITE POST
 KU1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1342+STABILITY: SURFACE MOTION
 KU1342
 KU1342  HISTORY     - Date     Condition        Report By
 KU1342  HISTORY     - UNK      MONUMENTED       DOD
 KU1342  HISTORY     - 1952     GOOD             NGS
 KU1342
 KU1342                          STATION DESCRIPTION
 KU1342
 KU1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1342'AT NEW YORK.
 KU1342'AT NEW YORK, IN BOROUGH OF QUEENS, AT FAR ROCKAWAY, IN SOUTHEAST
 KU1342'QUARTER OF INTERSECTION OF SEAGIRT AVENUE AND B 9TH STREET,
 KU1342'1 FOOT SOUTH OF SOUTH EDGE OF SOUTH SIDE WALK OF SEAGIRT AVENUE,
 KU1342'1.1 FEET EAST OF EAST EDGE OF EAST SIDE WALK OF B 9TH STREET,
 KU1342'1 1/4-INCH CHISELED CROSS IN THE TOP OF A GRANITE POST AND 1.7
 KU1342'FEET WEST OF NORTHWEST CORNER OF A BRICK FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1585 ***********************************************************************
 KU1585  DESIGNATION -  BM USE
 KU1585  PID         -  KU1585
 KU1585  STATE/COUNTY-  NY/NASSAU
 KU1585  USGS QUAD   -  SEA CLIFF (1979)
 KU1585
 KU1585                         *CURRENT SURVEY CONTROL
 KU1585  ___________________________________________________________________
 KU1585* NAD 83(1986)-  40 48 25.     (N)    073 38 12.     (W)     SCALED    
 KU1585* NAVD 88     -        60.509  (meters)     198.52   (feet)  ADJUSTED  
 KU1585  ___________________________________________________________________
 KU1585  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU1585  DYNAMIC HT  -          60.485 (meters)     198.44  (feet)  COMP
 KU1585  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 KU1585
 KU1585  VERT ORDER  -  SECOND    CLASS 0
 KU1585
 KU1585.The horizontal coordinates were scaled from a topographic map and have
 KU1585.an estimated accuracy of +/- 6 seconds.
 KU1585
 KU1585.The orthometric height was determined by differential leveling
 KU1585.and adjusted by the National Geodetic Survey in June 1991..
 KU1585
 KU1585.The geoid height was determined by GEOID03.
 KU1585
 KU1585.The dynamic height is computed by dividing the NAVD 88
 KU1585.geopotential number by the normal gravity value computed on the
 KU1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1585.degrees latitude (g = 980.6199 gals.).
 KU1585
 KU1585.The modeled gravity was interpolated from observed gravity values.
 KU1585
 KU1585;                    North         East    Units  Estimated Accuracy
 KU1585;SPC NY L     -    71,160.      330,660.      MT  (+/- 180 meters Scaled)
 KU1585
 KU1585                          SUPERSEDED SURVEY CONTROL
 KU1585
 KU1585  NGVD 29 (??/??/92)   60.84   (m)          199.6    (f) COMPUTED    2 0
 KU1585
 KU1585.Superseded values are not recommended for survey control.
 KU1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1585.See file dsdata.txt to determine how the superseded data were derived.
 KU1585
 KU1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL149182(NAD 83)
 KU1585_MARKER: DD = SURVEY DISK
 KU1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1585+STABILITY: SURFACE MOTION
 KU1585
 KU1585  HISTORY     - Date     Condition        Report By
 KU1585  HISTORY     - UNK      MONUMENTED       DOD
 KU1585  HISTORY     - 1932     GOOD             NGS
 KU1585  HISTORY     - 1935     GOOD             NGS
 KU1585
 KU1585                          STATION DESCRIPTION
 KU1585
 KU1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1585'1.3 MI NE FROM ROSLYN.
 KU1585'1.3 MILES NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM ROSLYN,
 KU1585'NASSAU COUNTY, AT THE SOUTH CORNER OF THE UNDERGRADE CROSSING
 KU1585'OF STATE HIGHWAY 25 A, AND 3 FEET SOUTHEAST OF THE SOUTHEAST
 KU1585'RAIL OF THE SOUTHEAST TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 KU1585'STANDARD MAP-CONTROL STATION DISK, SET IN THE TOP OF A CONCRETE
 KU1585'POST PROJECTING 5 INCHES ABOVE GROUND.
 KU1585
 KU1585                          STATION RECOVERY (1935)
 KU1585
 KU1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2624 ***********************************************************************
 MZ2624  DESIGNATION -  BMA
 MZ2624  PID         -  MZ2624
 MZ2624  STATE/COUNTY-  NY/SARATOGA
 MZ2624  USGS QUAD   -  BURNT HILLS (1980)
 MZ2624
 MZ2624                         *CURRENT SURVEY CONTROL
 MZ2624  ___________________________________________________________________
 MZ2624* NAD 83(1996)-  42 54 38.56616(N)    073 52 54.72513(W)     ADJUSTED  
 MZ2624* NAVD 88     -       112.1    (meters)     368.     (feet)  VERTCON   
 MZ2624  ___________________________________________________________________
 MZ2624  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 MZ2624  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 MZ2624
 MZ2624  HORZ ORDER  -  SECOND
 MZ2624
 MZ2624.The horizontal coordinates were established by classical geodetic methods
 MZ2624.and adjusted by the National Geodetic Survey in January 1999..
 MZ2624
 MZ2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2624
 MZ2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2624
 MZ2624.The geoid height was determined by GEOID03.
 MZ2624
 MZ2624;                    North         East     Units Scale Factor Converg.
 MZ2624;SPC NY E     -   452,939.224   200,471.020   MT  0.99993133   +0 25 15.1
 MZ2624;SPC NY E     - 1,486,018.10    657,712.00   sFT  0.99993133   +0 25 15.1
 MZ2624;UTM  18      - 4,751,506.072   591,269.374   MT  0.99970248   +0 45 40.8
 MZ2624
 MZ2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2624!SPC NY E     -   0.99998729  x   0.99993133  =   0.99991862
 MZ2624!UTM  18      -   0.99998729  x   0.99970248  =   0.99968977
 MZ2624
 MZ2624:                Primary Azimuth Mark                     Grid Az
 MZ2624:SPC NY E     -  BMA 2                                    079 36 57.4
 MZ2624:UTM  18      -  BMA 2                                    079 16 31.7
 MZ2624
 MZ2624|---------------------------------------------------------------------|
 MZ2624| PID    Reference Object                     Distance      Geod. Az  |
 MZ2624|                                                           dddmmss.s |
 MZ2624| DA3050 BMA 2                                              0800212.5 |
 MZ2624| MZ2626 BMA A                                19.234 METERS 24036     |
 MZ2624| DA3049 BMA 1                                              2653214.9 |
 MZ2624|---------------------------------------------------------------------|
 MZ2624
 MZ2624                          SUPERSEDED SURVEY CONTROL
 MZ2624
 MZ2624  NAD 83(1996)-  42 54 38.56973(N)    073 52 54.72583(W) AD(       ) 2
 MZ2624  NAD 83(1992)-  42 54 38.57028(N)    073 52 54.72571(W) AD(       ) 2
 MZ2624  NAD 83(1986)-  42 54 38.57055(N)    073 52 54.72496(W) AD(       ) 2
 MZ2624  NAD 27      -  42 54 38.29702(N)    073 52 56.28203(W) AD(       ) 2
 MZ2624  NGVD 29 (07/19/86)  112.3    (m)          368.     (f) VERT ANG       
 MZ2624
 MZ2624.Superseded values are not recommended for survey control.
 MZ2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2624.See file dsdata.txt to determine how the superseded data were derived.
 MZ2624
 MZ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9126951506(NAD 83)
 MZ2624_MARKER: DD = SURVEY DISK
 MZ2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2624+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 MZ2624
 MZ2624  HISTORY     - Date     Condition        Report By
 MZ2624  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2624  HISTORY     - 1974     GOOD             NGS
 MZ2624  HISTORY     - 19950730 GOOD             USPSQD
 MZ2624  HISTORY     - 20030611 GOOD             USPSQD
 MZ2624  HISTORY     - 20040611 GOOD             USPSQD
 MZ2624  HISTORY     - 20050611 GOOD             USPSQD
 MZ2624
 MZ2624                          STATION DESCRIPTION
 MZ2624
 MZ2624'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2624'THE STATION IS LOCATED IN BALLSTON LAKE IN THE TOWNSHIP OF BALLSTON.
 MZ2624'
 MZ2624'TO REACH THE STATION FROM THE POST OFFICE IN BALLSTON LAKE GO
 MZ2624'WEST ON COUNTY HIGHWAY 339 FOR 0.10 MILE TO THE T-INTERSECTION OF
 MZ2624'PALMER AVENUE AND AZIMUTH MARK, BMA-2 (SACGS), ON RIGHT.  CONTINUE
 MZ2624'WEST ON COUNTY HIGHWAY 339 FOR 0.15 MILE TO STATION ON LEFT.
 MZ2624'
 MZ2624'TO REACH AZIMUTH MARK, BMA-1 (SACGS), FROM THE STATION GO WEST
 MZ2624'ON COUNTY HIGHWAY 339 FOR 0.30 MILE TO MARK ON RIGHT.
 MZ2624'
 MZ2624'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2624'SURVEY STAMPED BMA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2624'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2624'THE GROUND.  IT IS LOCATED 55.0 FEET NORTHWEST OF A 30-INCH
 MZ2624'MAPLE TREE, 8.4 FEET SOUTH OF POLE NM 19, NYT 34, BOTH ON THE
 MZ2624'SOUTH SIDE OF COUNTY HIGHWAY 339, 27.0 FEET EAST OF THE
 MZ2624'CENTERLINE OF THE EXIT LEADING FROM THE F.L. STEVENS ELEMENTARY
 MZ2624'SCHOOL AND 26.0 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 MZ2624'339.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 MZ2624'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2624'
 MZ2624'AZIMUTH MARK, BMA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2624'COUNTY GEODETIC SURVEY STAMPED BMA-1.  IT IS SET IN THE TOP OF
 MZ2624'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2624'THE GROUND.  IT IS LOCATED 40.0 FEET NORTH OF A 30-INCH MAPLE
 MZ2624'TREE, 50.8 FEET NORTHWEST OF POLE NYT 23, BOTH ON THE SOUTH SIDE
 MZ2624'OF COUNTY HIGHWAY 339, 31.4 FEET SOUTHEAST OF A 14-INCH
 MZ2624'MAPLE TREE, 4.0 FEET SOUTH OF THE SOUTH LEG OF A SIGN, BOTH ON
 MZ2624'THE NORTH SIDE OF COUNTY HIGHWAY 339 AND 16.6 FEET NORTH OF THE
 MZ2624'CENTERLINE OF COUNTY HIGHWAY 339.
 MZ2624'
 MZ2624'AZIMUTH MARK, BMA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2624'COUNTY GEODETIC SURVEY STAMPED BMA-2.  IT IS SET IN TOP OF A
 MZ2624'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2624'THE GROUND.  IT IS LOCATED 43.2 FEET NORTHEAST OF A 10-INCH NORWAY
 MZ2624'SPRUCE TREE ON THE SOUTH SIDE OF COUNTY HIGHWAY 339, 12.1 FEET
 MZ2624'SOUTHEAST OF HYDRANT, 8.5 FEET EAST OF A POLE NM NYT, BOTH
 MZ2624'ON THE NORTH SIDE OF COUNTY HIGHWAY 339, 29.0 FEET EAST OF THE
 MZ2624'CENTERLINE OF PALMER AVENUE, AND 18.1 FEET NORTH OF THE
 MZ2624'CENTERLINE OF COUNTY HIGHWAY 339.
 MZ2624'
 MZ2624'HEIGHT OF LIGHT ABOVE STATION MARK 1.13 METERS.
 MZ2624
 MZ2624                          STATION RECOVERY (1974)
 MZ2624
 MZ2624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 MZ2624'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MZ2624'
 MZ2624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2624'BALLSTON LAKE.
 MZ2624
 MZ2624                          STATION RECOVERY (1995)
 MZ2624
 MZ2624'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2624'RECOVERED IN GOOD CONDITION.
 MZ2624
 MZ2624                          STATION RECOVERY (2003)
 MZ2624
 MZ2624'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2624'RECOVERED IN GOOD CONDITION.
 MZ2624
 MZ2624                          STATION RECOVERY (2004)
 MZ2624
 MZ2624'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2624'RECOVERED IN GOOD CONDITION.
 MZ2624
 MZ2624                          STATION RECOVERY (2005)
 MZ2624
 MZ2624'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2582 ***********************************************************************
 MZ2582  DESIGNATION -  BMB
 MZ2582  PID         -  MZ2582
 MZ2582  STATE/COUNTY-  NY/SARATOGA
 MZ2582  USGS QUAD   -  ROUND LAKE (1980)
 MZ2582
 MZ2582                         *CURRENT SURVEY CONTROL
 MZ2582  ___________________________________________________________________
 MZ2582* NAD 83(1996)-  42 53 35.86119(N)    073 51 09.08038(W)     ADJUSTED  
 MZ2582* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 MZ2582  ___________________________________________________________________
 MZ2582  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MZ2582  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 MZ2582
 MZ2582  HORZ ORDER  -  SECOND
 MZ2582
 MZ2582.The horizontal coordinates were established by classical geodetic methods
 MZ2582.and adjusted by the National Geodetic Survey in January 1999..
 MZ2582
 MZ2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2582
 MZ2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2582
 MZ2582.The geoid height was determined by GEOID03.
 MZ2582
 MZ2582;                    North         East     Units Scale Factor Converg.
 MZ2582;SPC NY E     -   451,022.442   202,882.020   MT  0.99993439   +0 26 26.5
 MZ2582;SPC NY E     - 1,479,729.46    665,622.09   sFT  0.99993439   +0 26 26.5
 MZ2582;UTM  18      - 4,749,604.082   593,691.168   MT  0.99970799   +0 46 51.9
 MZ2582
 MZ2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2582!SPC NY E     -   0.99998658  x   0.99993439  =   0.99992097
 MZ2582!UTM  18      -   0.99998658  x   0.99970799  =   0.99969457
 MZ2582
 MZ2582:                Primary Azimuth Mark                     Grid Az
 MZ2582:SPC NY E     -  BMB 2                                    081 58 42.8
 MZ2582:UTM  18      -  BMB 2                                    081 38 17.4
 MZ2582
 MZ2582|---------------------------------------------------------------------|
 MZ2582| PID    Reference Object                     Distance      Geod. Az  |
 MZ2582|                                                           dddmmss.s |
 MZ2582| DA3052 BMB 2                                              0822509.3 |
 MZ2582| MZ2581 BMB A                                11.513 METERS 13912     |
 MZ2582| DA3051 BMB 1                                              2621342.7 |
 MZ2582|---------------------------------------------------------------------|
 MZ2582
 MZ2582                          SUPERSEDED SURVEY CONTROL
 MZ2582
 MZ2582  NAD 83(1996)-  42 53 35.86449(N)    073 51 09.08125(W) AD(       ) 2
 MZ2582  NAD 83(1996)-  42 53 35.86466(N)    073 51 09.08119(W) AD(       ) 2
 MZ2582  NAD 83(1992)-  42 53 35.86511(N)    073 51 09.08106(W) AD(       ) 2
 MZ2582  NAD 83(1992)-  42 53 35.86526(N)    073 51 09.08101(W) AD(       ) 2
 MZ2582  NAD 83(1986)-  42 53 35.86553(N)    073 51 09.08031(W) AD(       ) 2
 MZ2582  NAD 27      -  42 53 35.59140(N)    073 51 10.64101(W) AD(       ) 2
 MZ2582  NGVD 29 (07/19/86)  116.9    (m)          384.     (f) VERT ANG       
 MZ2582
 MZ2582.Superseded values are not recommended for survey control.
 MZ2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2582.See file dsdata.txt to determine how the superseded data were derived.
 MZ2582
 MZ2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9369149604(NAD 83)
 MZ2582_MARKER: DD = SURVEY DISK
 MZ2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2582
 MZ2582  HISTORY     - Date     Condition        Report By
 MZ2582  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2582  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 MZ2582  HISTORY     - 20010813 MARK NOT FOUND   USPSQD
 MZ2582  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2582  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2582  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2582
 MZ2582                          STATION DESCRIPTION
 MZ2582
 MZ2582'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2582'THE STATION IS LOCATED 2.0 MILES SOUTHEAST OF BALLSTON LAKE,
 MZ2582'2.5 MILES SOUTHEAST OF BURNT HILLS AND 2.0 MILES SOUTHWEST OF
 MZ2582'JONESVILLE IN THE TOWNSHIP OF CLIFTON PARK.
 MZ2582'
 MZ2582'TO REACH THE STATION FROM THE POST OFFICE IN BALLSTON LAKE GO
 MZ2582'SOUTH AND SOUTHEAST ON STATE HIGHWAY 146A FOR 1.8 MILES TO AZIMUTH
 MZ2582'MARK, BMB-1 (SACGS), ON RIGHT.  CONTINUE EAST ON STATE HIGHWAY
 MZ2582'146A FOR 0.55 MILE TO STATION ON LEFT.
 MZ2582'
 MZ2582'TO REACH AZIMUTH MARK, BMB-2 (SACGS), FROM THE STATION CONTINUE
 MZ2582'EAST ON STATE HIGHWAY 146A TO MARK ON LEFT AT T-INTERSECTION OF
 MZ2582'MAC ELROY ROAD.
 MZ2582'
 MZ2582'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2582'SURVEY STAMPED BMB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2582'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2582'GROUND.  IT IS LOCATED 47.7 FEET NORTHWEST OF POLE NM 52, NTY
 MZ2582'83-5, 33.0 FEET EAST OF THE EAST RANGE LINE OF THE NORTHWAY
 MZ2582'HEIGHTS COUNTRY CLUB CLUBHOUSE, BOTH LOCATED ON THE SOUTH SIDE
 MZ2582'OF STATE HIGHWAY 146A, 124.5 FEET SOUTHWEST OF A 28-INCH MAPLE
 MZ2582'TREE ON THE NORTH SIDE OF STATE HIGHWAY 146A AND 15.2 FEET
 MZ2582'NORTH OF THE CENTERLINE OF HIGHWAY 146A.  THE UNDERGROUND
 MZ2582'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 MZ2582'INCHES BELOW THE GROUND.
 MZ2582'
 MZ2582'AZIMUTH MARK, BMB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2582'COUNTY GEODETIC SURVEY STAMPED BMB-1.  IT IS SET IN THE TOP OF A
 MZ2582'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 MZ2582'THE GROUND.  IT IS LOCATED 54.5 FEET SOUTHEAST OF POLE 26, 551,
 MZ2582'NYT 15, 52.8 FEET SOUTHWEST OF AN 8-INCH CHERRY TREE, 59.9 FEET
 MZ2582'SOUTHWEST OF A POLE NM 26 1/2, NYT 16, ALL ON THE NORTH SIDE OF
 MZ2582'STATE HIGHWAY 146A AND 16.0 FEET SOUTH OF THE CENTERLINE OF
 MZ2582'STATE HIGHWAY 146A.
 MZ2582'
 MZ2582'AZIMUTH MARK, BMB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2582'COUNTY GEODETIC SURVEY STAMPED BMB-2.  IT IS SET IN THE TOP OF
 MZ2582'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2582'THE GROUND.  IT IS LOCATED 68.7 FEET NORTHWEST OF AN 18-INCH
 MZ2582'SPRUCE TREE, 46.1 FEET NORTHEAST OF POLE NM 53 1/2, BOTH ON THE
 MZ2582'SOUTH SIDE OF STATE HIGHWAY 146A, 148.5 FEET SOUTHWEST OF POLE
 MZ2582'NM 34 ON THE WEST SIDE OF MAC ELROY ROAD, 36.5 FEET WEST OF THE
 MZ2582'CENTERLINE OF MAC ELROY ROAD AND 27.0 FEET NORTH OF STATE
 MZ2582'HIGHWAY 146A.
 MZ2582'
 MZ2582'HEIGHT OF LIGHT ABOVE STATION MARK 0.78 METER.
 MZ2582
 MZ2582                          STATION RECOVERY (1994)
 MZ2582
 MZ2582'RECOVERY NOTE BY US POWER SQUADRON 1994
 MZ2582'MARK NOT FOUND.
 MZ2582
 MZ2582                          STATION RECOVERY (2001)
 MZ2582
 MZ2582'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2582'MARK NOT FOUND.
 MZ2582
 MZ2582                          STATION RECOVERY (2002)
 MZ2582
 MZ2582'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2582' 
 MZ2582' 
 MZ2582' 
 MZ2582' 
 MZ2582
 MZ2582                          STATION RECOVERY (2004)
 MZ2582
 MZ2582'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2582'MARK NOT FOUND.
 MZ2582
 MZ2582                          STATION RECOVERY (2005)
 MZ2582
 MZ2582'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2579 ***********************************************************************
 MZ2579  DESIGNATION -  BMC
 MZ2579  PID         -  MZ2579
 MZ2579  STATE/COUNTY-  NY/SARATOGA
 MZ2579  USGS QUAD   -  ROUND LAKE (1980)
 MZ2579
 MZ2579                         *CURRENT SURVEY CONTROL
 MZ2579  ___________________________________________________________________
 MZ2579* NAD 83(1996)-  42 54 31.89118(N)    073 51 43.40310(W)     ADJUSTED  
 MZ2579* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 MZ2579  ___________________________________________________________________
 MZ2579  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MZ2579  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 MZ2579
 MZ2579  HORZ ORDER  -  SECOND
 MZ2579
 MZ2579.The horizontal coordinates were established by classical geodetic methods
 MZ2579.and adjusted by the National Geodetic Survey in January 1999..
 MZ2579
 MZ2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2579
 MZ2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2579
 MZ2579.The geoid height was determined by GEOID03.
 MZ2579
 MZ2579;                    North         East     Units Scale Factor Converg.
 MZ2579;SPC NY E     -   452,745.336   202,090.227   MT  0.99993337   +0 26 03.6
 MZ2579;SPC NY E     - 1,485,381.99    663,024.35   sFT  0.99993337   +0 26 03.6
 MZ2579;UTM  18      - 4,751,321.852   592,889.335   MT  0.99970615   +0 46 29.3
 MZ2579
 MZ2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2579!SPC NY E     -   0.99998682  x   0.99993337  =   0.99992019
 MZ2579!UTM  18      -   0.99998682  x   0.99970615  =   0.99969298
 MZ2579
 MZ2579:                Primary Azimuth Mark                     Grid Az
 MZ2579:SPC NY E     -  BMC 1                                    019 39 47.4
 MZ2579:UTM  18      -  BMC 1                                    019 19 21.7
 MZ2579
 MZ2579|---------------------------------------------------------------------|
 MZ2579| PID    Reference Object                     Distance      Geod. Az  |
 MZ2579|                                                           dddmmss.s |
 MZ2579| DA3053 BMC 1                                              0200551.0 |
 MZ2579| MZ2580 BMC A                                11.443 METERS 26731     |
 MZ2579| MZ2622 BALLSTON MUN TANK                   APPROX. 2.7 KM 2883652.1 |
 MZ2579|---------------------------------------------------------------------|
 MZ2579
 MZ2579                          SUPERSEDED SURVEY CONTROL
 MZ2579
 MZ2579  NAD 83(1996)-  42 54 31.89454(N)    073 51 43.40382(W) AD(       ) 2
 MZ2579  NAD 83(1996)-  42 54 31.89468(N)    073 51 43.40382(W) AD(       ) 2
 MZ2579  NAD 83(1992)-  42 54 31.89514(N)    073 51 43.40369(W) AD(       ) 2
 MZ2579  NAD 83(1992)-  42 54 31.89527(N)    073 51 43.40369(W) AD(       ) 2
 MZ2579  NAD 83(1986)-  42 54 31.89554(N)    073 51 43.40307(W) AD(       ) 2
 MZ2579  NAD 27      -  42 54 31.62188(N)    073 51 44.96243(W) AD(       ) 2
 MZ2579  NGVD 29 (07/19/86)  115.3    (m)          378.     (f) VERT ANG       
 MZ2579
 MZ2579.Superseded values are not recommended for survey control.
 MZ2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2579.See file dsdata.txt to determine how the superseded data were derived.
 MZ2579
 MZ2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9288951322(NAD 83)
 MZ2579_MARKER: DD = SURVEY DISK
 MZ2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2579+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2001
 MZ2579
 MZ2579  HISTORY     - Date     Condition        Report By
 MZ2579  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2579  HISTORY     - 20010813 GOOD             USPSQD
 MZ2579  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2579  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2579  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2579
 MZ2579                          STATION DESCRIPTION
 MZ2579
 MZ2579'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2579'THE STATION IS LOCATED 1.0 MILE SOUTHEAST OF BALLSTON LAKE, 1.5
 MZ2579'MILES EAST OF BURNT HILLS, AND 2.0 MILES WEST OF JONESVILLE IN
 MZ2579'THE TOWNSHIP OF CLIFTON PARK.
 MZ2579'
 MZ2579'TO REACH THE STATION FROM THE POST OFFICE IN BALLSTON LAKE, GO
 MZ2579'SOUTH ON STATE HIGHWAY 146A FOR 0.40 MILE TO THE T-INTERSECTION
 MZ2579'OF COUNTY HIGHWAY 80 (SCHAUBER ROAD).  TURN LEFT AND GO EAST
 MZ2579'ON COUNTY HIGHWAY 80 FOR 0.60 MILE TO THE JUNCTION OF ASHDOWN
 MZ2579'ROAD AND STATION ON RIGHT.
 MZ2579'
 MZ2579'TO REACH AZIMUTH MARK, BMC-1 (SACGS), FROM THE STATION GO NORTH
 MZ2579'ON COUNTY HIGHWAY 80 FOR 0.25 MILE TO MARK ON RIGHT.
 MZ2579'
 MZ2579'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2579'SURVEY STAMPED BMC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2579'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2579'THE GROUND.  IT IS LOCATED 91.9 FEET NORTHEAST OF POLE NYT 89,
 MZ2579'19.4 FEET SOUTHWEST OF POLE NM 35S, BOTH ON THE SOUTHEAST SIDE
 MZ2579'OF COUNTY HIGHWAY 80, 46.0 FEET SOUTHEAST OF POLE NM 35, ON THE
 MZ2579'NORTHWEST SIDE OF COUNTY HIGHWAY 80, AND 17.5 SOUTHEAST OF THE
 MZ2579'CENTERLINE OF COUNTY HIGHWAY 80.  THE UNDERGROUND MARK IS SET
 MZ2579'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 MZ2579'GROUND.
 MZ2579'
 MZ2579'AZIMUTH MARK, BMC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2579'COUNTY GEODETIC SURVEY STAMPED BMC-1.  IT IS SET IN THE TOP OF A
 MZ2579'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2579'GROUND.  IT IS LOCATED 61.6 FEET NORTHEAST OF A 28-INCH ELM TREE,
 MZ2579'37.8 FEET NORTHEAST OF THE CENTER OF THE NORTHWEST END OF A
 MZ2579'HEADWALL BOTH ON THE WEST SIDE OF COUNTY HIGHWAY 80, 10.0 FEET
 MZ2579'NORTH OF THE CENTER OF THE SOUTHEAST END OF THE AFOREMENTIONED
 MZ2579'CULVERT, 109.5 FEET SOUTHWEST OF POLE NM 42 NYT 96 BOTH ON THE
 MZ2579'EAST SIDE OF COUNTY HIGHWAY 80 AND 14.0 FEET EAST OF THE
 MZ2579'CENTERLINE OF COUNTY HIGHWAY 80.
 MZ2579'
 MZ2579'HEIGHT OF LIGHT ABOVE STATION MARK 1.19 METERS.
 MZ2579
 MZ2579                          STATION RECOVERY (2001)
 MZ2579
 MZ2579'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2579'RECOVERED IN GOOD CONDITION.
 MZ2579
 MZ2579                          STATION RECOVERY (2002)
 MZ2579
 MZ2579'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2579'ROAD AND SHOULDER UNDER CONSTRUCTION
 MZ2579' 
 MZ2579' 
 MZ2579' 
 MZ2579
 MZ2579                          STATION RECOVERY (2004)
 MZ2579
 MZ2579'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2579'MARK NOT FOUND.
 MZ2579
 MZ2579                          STATION RECOVERY (2005)
 MZ2579
 MZ2579'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2567 ***********************************************************************
 MZ2567  DESIGNATION -  BNA
 MZ2567  PID         -  MZ2567
 MZ2567  STATE/COUNTY-  NY/SARATOGA
 MZ2567  USGS QUAD   -  ROUND LAKE (1980)
 MZ2567
 MZ2567                         *CURRENT SURVEY CONTROL
 MZ2567  ___________________________________________________________________
 MZ2567* NAD 83(1996)-  42 57 11.88872(N)    073 49 41.48768(W)     ADJUSTED  
 MZ2567* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 MZ2567  ___________________________________________________________________
 MZ2567  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MZ2567  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 MZ2567
 MZ2567  HORZ ORDER  -  SECOND
 MZ2567
 MZ2567.The horizontal coordinates were established by classical geodetic methods
 MZ2567.and adjusted by the National Geodetic Survey in January 1999..
 MZ2567
 MZ2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2567
 MZ2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2567
 MZ2567.The geoid height was determined by GEOID03.
 MZ2567
 MZ2567;                    North         East     Units Scale Factor Converg.
 MZ2567;SPC NY E     -   457,703.706   204,816.030   MT  0.99993695   +0 27 28.0
 MZ2567;SPC NY E     - 1,501,649.58    671,967.26   sFT  0.99993695   +0 27 28.0
 MZ2567;UTM  18      - 4,756,295.215   595,585.005   MT  0.99971240   +0 47 54.7
 MZ2567
 MZ2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2567!SPC NY E     -   0.99998737  x   0.99993695  =   0.99992432
 MZ2567!UTM  18      -   0.99998737  x   0.99971240  =   0.99969978
 MZ2567
 MZ2567:                Primary Azimuth Mark                     Grid Az
 MZ2567:SPC NY E     -  BNA 2                                    171 49 57.8
 MZ2567:UTM  18      -  BNA 2                                    171 29 31.1
 MZ2567
 MZ2567|---------------------------------------------------------------------|
 MZ2567| PID    Reference Object                     Distance      Geod. Az  |
 MZ2567|                                                           dddmmss.s |
 MZ2567| MZ2563 BNA 2                               APPROX. 0.8 KM 1721725.8 |
 MZ2567| DA3054 BNA 1                                              3541930.1 |
 MZ2567|---------------------------------------------------------------------|
 MZ2567
 MZ2567                          SUPERSEDED SURVEY CONTROL
 MZ2567
 MZ2567  NAD 83(1996)-  42 57 11.89166(N)    073 49 41.48847(W) AD(       ) 2
 MZ2567  NAD 83(1996)-  42 57 11.89191(N)    073 49 41.48850(W) AD(       ) 2
 MZ2567  NAD 83(1992)-  42 57 11.89245(N)    073 49 41.48831(W) AD(       ) 2
 MZ2567  NAD 83(1992)-  42 57 11.89267(N)    073 49 41.48835(W) AD(       ) 2
 MZ2567  NAD 83(1986)-  42 57 11.89313(N)    073 49 41.48760(W) AD(       ) 2
 MZ2567  NAD 27      -  42 57 11.62087(N)    073 49 43.05043(W) AD(       ) 2
 MZ2567  NGVD 29 (07/19/86)  111.7    (m)          366.     (f) VERT ANG       
 MZ2567
 MZ2567.Superseded values are not recommended for survey control.
 MZ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2567.See file dsdata.txt to determine how the superseded data were derived.
 MZ2567
 MZ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9558556295(NAD 83)
 MZ2567_MARKER: DD = SURVEY DISK
 MZ2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2567_STAMPING: BNA
 MZ2567_MARK LOGO: NY-091
 MZ2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2567+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 MZ2567
 MZ2567  HISTORY     - Date     Condition        Report By
 MZ2567  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2567  HISTORY     - 19841119 GOOD             NGS
 MZ2567  HISTORY     - 20010905 GOOD             USPSQD
 MZ2567  HISTORY     - 20020905 GOOD             USPSQD
 MZ2567  HISTORY     - 20050829 GOOD             USPSQD
 MZ2567
 MZ2567                          STATION DESCRIPTION
 MZ2567
 MZ2567'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2567'THE STATION IS LOCATED 2.0 MILES NORTHWEST OF ROUND LAKE, 2.0
 MZ2567'MILES SOUTHWEST OF MALTA, AND 3.5 MILES SOUTHEAST OF BALLSTON
 MZ2567'SPA IN THE TOWNSHIP OF MALTA.
 MZ2567'
 MZ2567'TO REACH THE STATION FROM THE JUNCTION OF EXIT 11 OF INTERSTATE
 MZ2567'HIGHWAY 87 AND COUNTY HIGHWAY 80, GO WEST ON COUNTY HIGHWAY 80
 MZ2567'(ROUND LAKE ROAD) FOR 1.1 MILES TO THE INTERSECTION OF COUNTY
 MZ2567'HIGHWAY 82 (EAST LINE ROAD).  TURN RIGHT AND GO NORTH ON COUNTY
 MZ2567'HIGHWAY 82 FOR 0.80 MILE TO AZIMUTH MARK, BNA-2 (SACGS), ON
 MZ2567'RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY 82 FOR 0.45 MILE TO
 MZ2567'STATION ON LEFT.
 MZ2567'
 MZ2567'TO REACH AZIMUTH MARK, BNA-1 (SACGS), FROM THE STATION, GO NORTH
 MZ2567'ON COUNTY HIGHWAY 82 FOR 0.45 MILE TO MARK ON RIGHT.
 MZ2567'
 MZ2567'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2567'SURVEY STAMPED BNA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2567'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2567'GROUND.  IT IS LOCATED 127.0 FEET SOUTHEAST OF A CORNER FENCE
 MZ2567'POST, 10.0 FEET SOUTH OF POLE NYT 37, BOTH ON THE WEST SIDE OF
 MZ2567'COUNTY HIGHWAY 82, 50.2 FEET SOUTHWEST OF A 6-INCH CHERRY TREE
 MZ2567'ON THE EAST SIDE OF COUNTY HIGHWAY 82 AND 24.4 FEET WEST OF
 MZ2567'THE CENTERLINE OF COUNTY HIGHWAY 82.  THE UNDERGROUND
 MZ2567'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2567'BELOW THE GROUND.
 MZ2567'
 MZ2567'AZIMUTH MARK, BNA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2567'COUNTY GEODETIC SURVEY STAMPED BNA-1.  IT IS SET IN THE TOP OF
 MZ2567'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2567'GROUND.  IT IS LOCATED 60.0 FEET SOUTH OF THE SOUTH RANGE LINE
 MZ2567'OF A GREEN HOUSE ON THE EAST SIDE OF COUNTY HIGHWAY 82, 72.1
 MZ2567'FEET SOUTHEAST OF A 28-INCH LOCUST TREE, 67.7 FEET SOUTHEAST OF
 MZ2567'A 26-INCH MAPLE TREE BOTH ON THE WEST SIDE OF COUNTY HIGHWAY
 MZ2567'82, AND 15.5 FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY 82.
 MZ2567'
 MZ2567'AZIMUTH MARK, BNA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2567'COUNTY GEODETIC SURVEY STAMPED BNA-2.  IT IS SET IN THE TOP OF
 MZ2567'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 MZ2567'THE GROUND.  IT IS LOCATED 51.4 FEET WEST OF A 10-INCH SPRUCE
 MZ2567'TREE, 35.5 FEET NORTHWEST OF A 20-INCH ASH TREE, 12.6 FEET
 MZ2567'NORTHWEST OF AN 8-INCH MAPLE TREE ALL LOCATED ON THE EAST SIDE
 MZ2567'OF COUNTY HIGHWAY 82 AND 18.0 FEET EAST OF THE CENTERLINE OF
 MZ2567'COUNTY HIGHWAY 82.
 MZ2567'
 MZ2567'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 MZ2567
 MZ2567                          STATION RECOVERY (1984)
 MZ2567
 MZ2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MZ2567'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE TWO AZIMUTH
 MZ2567'MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  NUMBER 1 WAS DUG UP AND
 MZ2567'REMOVED.  NUMBER TWO WAS BROKE OFF.  AZIMUTH MARK 4 WAS SET IN THE
 MZ2567'SAME CONCRETE MONUMENT.  AZIMUTH MARK 3 WAS ALSO ESTABLISHED AT THIS
 MZ2567'TIME.  A NEW DESCRIPTION FOLLOWS.
 MZ2567'THE STATION IS LOCATED IN THE TOWNSHIP OF MALTA, 5.6 KM (3.45 MI)
 MZ2567'SOUTHEAST OF BALLSTON SPA, 3.2 KM (2.00 MI) SOUTHWEST OF MALTA, 3.2 KM
 MZ2567'(2.00 MI) NORTHWEST OF ROUND LAKE AND ON THE WEST SIDE OF COUNTY
 MZ2567'HIGHWAY 82.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MZ2567'HIGHWAY 87 AND COUNTY HIGHWAY 80, EXIT 11 IN ROUND LAKE, GO WEST ON
 MZ2567'HIGHWAY 80 FOR 1.8 KM (1.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 MZ2567'NORTH ON COUNTY HIGHWAY 82 FOR 1.3 KM (0.80 MI) TO A DRIVEWAY ON THE
 MZ2567'RIGHT AND AZIMUTH MARK 4 ALSO ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY
 MZ2567'82 FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.  CONTINUE NORTH ON
 MZ2567'HIGHWAY 82 FOR 0.6 KM (0.35 MI) TO AZIMUTH MARK 3 ON THE RIGHT, AT A
 MZ2567'DRIVEWAY LEADING TO A HOUSE.
 MZ2567'THE STATION IS A STANDARD SACGS DISK STAMPED--BNA--, SET INTO THE TOP
 MZ2567'OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 MZ2567'WITH THE GROUND.  LOCATED 24.0 FT (7.3 M) W FROM THE CENTER OF THE
 MZ2567'HIGHWAY, 10.5 FT (3.2 M) S FROM POWERLINE POLE NUMBER 37, 1.5 FT (0.5
 MZ2567'M) E FROM A METAL WITNESS POST AND 4.3 FT (1.3 M) E FROM A WIRE FENCE.
 MZ2567'AZIMUTH MARK NO 3 IS A STANDARD SACGS DISK STAMPED--BNA 3 1984-- SET
 MZ2567'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 MZ2567'DIAMETER, RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 58.2 FT
 MZ2567'(17.7 M) SE FROM THE SOUTHWEST CORNER OF A HOUSE, AT THE PORCH CORNER,
 MZ2567'38.5 FT (11.7 M) E FROM POWERLINE POLE NUMBER 163 ON WEST SIDE OF
 MZ2567'ROAD, 23.0 FT (7.0 M) W FROM A APPLE TREE, 17.5 FT (5.3 M) E FROM THE
 MZ2567'CENTER OF THE HIGHWAY AND 17.0 FT (5.2 M) S FROM THE CENTER OF THE
 MZ2567'DRIVEWAY.
 MZ2567'AZIMUTH MARK NO 4 IS A STANDARD SACGS DISK STAMPED--BNA 4 1984--, SET
 MZ2567'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 MZ2567'DIAMETER, RECESSED 12 INCHES (30 CM) BELOW THE GROUND. LOCATED 52.0 FT
 MZ2567'(15.8 M) SE FROM THE SOUTHWEST CORNER OF A WHITE TWO-STORY HOUSE, 22.5
 MZ2567'FT (6.9 M) N FROM THE CENTER OF DRIVEWAY LEADING TO THE HOUSE, 18.5 FT
 MZ2567'(5.6 M) E FROM THE CENTER OF THE HIGHWAY, 12.5 FT (3.8 M) NW FROM A
 MZ2567'12-INCH OAK TREE AND 12.2 FT (3.7 M) N FROM THE NORTH END OF A METAL
 MZ2567'PIPE CULVERT.
 MZ2567
 MZ2567                          STATION RECOVERY (2001)
 MZ2567
 MZ2567'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2567'RECOVERED IN GOOD CONDITION.
 MZ2567
 MZ2567                          STATION RECOVERY (2002)
 MZ2567
 MZ2567'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2567'RECOVERED IN GOOD CONDITION.
 MZ2567
 MZ2567                          STATION RECOVERY (2005)
 MZ2567
 MZ2567'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2563 ***********************************************************************
 MZ2563  DESIGNATION -  BNA 2
 MZ2563  PID         -  MZ2563
 MZ2563  STATE/COUNTY-  NY/SARATOGA
 MZ2563  USGS QUAD   -  ROUND LAKE (1980)
 MZ2563
 MZ2563                         *CURRENT SURVEY CONTROL
 MZ2563  ___________________________________________________________________
 MZ2563* NAD 83(1996)-  42 56 46.99717(N)    073 49 36.90081(W)     ADJUSTED  
 MZ2563* NAVD 88     -       114.1    (meters)     374.     (feet)  VERTCON   
 MZ2563  ___________________________________________________________________
 MZ2563  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MZ2563  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 MZ2563
 MZ2563  HORZ ORDER  -  SECOND
 MZ2563
 MZ2563.The horizontal coordinates were established by classical geodetic methods
 MZ2563.and adjusted by the National Geodetic Survey in January 1999..
 MZ2563
 MZ2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2563
 MZ2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2563
 MZ2563.The geoid height was determined by GEOID03.
 MZ2563
 MZ2563;                    North         East     Units Scale Factor Converg.
 MZ2563;SPC NY E     -   456,936.487   204,926.141   MT  0.99993710   +0 27 30.9
 MZ2563;SPC NY E     - 1,499,132.46    672,328.51   sFT  0.99993710   +0 27 30.9
 MZ2563;UTM  18      - 4,755,528.836   595,699.650   MT  0.99971267   +0 47 57.5
 MZ2563
 MZ2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2563!SPC NY E     -   0.99998697  x   0.99993710  =   0.99992407
 MZ2563!UTM  18      -   0.99998697  x   0.99971267  =   0.99969964
 MZ2563
 MZ2563:                Primary Azimuth Mark                     Grid Az
 MZ2563:SPC NY E     -  BNB                                      174 44 19.3
 MZ2563:UTM  18      -  BNB                                      174 23 52.7
 MZ2563
 MZ2563|---------------------------------------------------------------------|
 MZ2563| PID    Reference Object                     Distance      Geod. Az  |
 MZ2563|                                                           dddmmss.s |
 MZ2563| MZ2569 BNB                                 415.306 METERS 1751150.2 |
 MZ2563|---------------------------------------------------------------------|
 MZ2563
 MZ2563                          SUPERSEDED SURVEY CONTROL
 MZ2563
 MZ2563  NAD 83(1996)-  42 56 47.00011(N)    073 49 36.90159(W) AD(       ) 2
 MZ2563  NAD 83(1996)-  42 56 47.00036(N)    073 49 36.90162(W) AD(       ) 2
 MZ2563  NAD 83(1992)-  42 56 47.00090(N)    073 49 36.90144(W) AD(       ) 2
 MZ2563  NAD 83(1992)-  42 56 47.00112(N)    073 49 36.90147(W) AD(       ) 2
 MZ2563  NAD 83(1986)-  42 56 47.00159(N)    073 49 36.90073(W) AD(       ) 2
 MZ2563  NAD 27      -  42 56 46.72913(N)    073 49 38.46377(W) AD(       ) 2
 MZ2563  NGVD 29 (07/19/86)  114.3    (m)          375.     (f) VERT ANG       
 MZ2563
 MZ2563.Superseded values are not recommended for survey control.
 MZ2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2563.See file dsdata.txt to determine how the superseded data were derived.
 MZ2563
 MZ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9570055529(NAD 83)
 MZ2563_MARKER: DD = SURVEY DISK
 MZ2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2563+STABILITY: SURFACE MOTION
 MZ2563
 MZ2563  HISTORY     - Date     Condition        Report By
 MZ2563  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2563  HISTORY     - 20010905 MARK NOT FOUND   USPSQD
 MZ2563  HISTORY     - 20020905 MARK NOT FOUND   USPSQD
 MZ2563  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2563
 MZ2563                          STATION DESCRIPTION
 MZ2563
 MZ2563'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 MZ2563'STATION BNA SACGS IS LOCATED 2.0 MILES NORTHWEST OF ROUND LAKE, 2.0
 MZ2563'MILES SOUTHWEST OF MALTA, AND 3.5 MILES SOUTHEAST OF BALLSTON
 MZ2563'SPA IN THE TOWNSHIP OF MALTA.
 MZ2563'
 MZ2563'TO REACH STATION BNA SACGS FROM THE JUNCTION OF EXIT 11 OF INTERSTATE
 MZ2563'HIGHWAY 87 AND COUNTY HIGHWAY 80, GO WEST ON COUNTY HIGHWAY 80
 MZ2563'(ROUND LAKE ROAD) FOR 1.1 MILES TO THE INTERSECTION OF COUNTY
 MZ2563'HIGHWAY 82 (EAST LINE ROAD).  TURN RIGHT AND GO NORTH ON COUNTY
 MZ2563'HIGHWAY 82 FOR 0.80 MILE TO AZIMUTH MARK, BNA-2 (SACGS), ON
 MZ2563'RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY 82 FOR 0.45 MILE TO
 MZ2563'STATION ON LEFT.
 MZ2563'
 MZ2563'AZIMUTH MARK, BNA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2563'COUNTY GEODETIC SURVEY STAMPED BNA-2.  IT IS SET IN THE TOP OF
 MZ2563'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 MZ2563'THE GROUND.  IT IS LOCATED 51.4 FEET WEST OF A 10-INCH SPRUCE
 MZ2563'TREE, 35.5 FEET NORTHWEST OF A 20-INCH ASH TREE, 12.6 FEET
 MZ2563'NORTHWEST OF AN 8-INCH MAPLE TREE ALL LOCATED ON THE EAST SIDE
 MZ2563'OF COUNTY HIGHWAY 82 AND 18.0 FEET EAST OF THE CENTERLINE OF
 MZ2563'COUNTY HIGHWAY 82.
 MZ2563
 MZ2563                          STATION RECOVERY (2001)
 MZ2563
 MZ2563'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2563'MARK NOT FOUND.
 MZ2563
 MZ2563                          STATION RECOVERY (2002)
 MZ2563
 MZ2563'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2563'MARK NOT FOUND.
 MZ2563
 MZ2563                          STATION RECOVERY (2005)
 MZ2563
 MZ2563'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2569 ***********************************************************************
 MZ2569  DESIGNATION -  BNB
 MZ2569  PID         -  MZ2569
 MZ2569  STATE/COUNTY-  NY/SARATOGA
 MZ2569  USGS QUAD   -  ROUND LAKE (1980)
 MZ2569
 MZ2569                         *CURRENT SURVEY CONTROL
 MZ2569  ___________________________________________________________________
 MZ2569* NAD 83(1996)-  42 56 33.58616(N)    073 49 35.36709(W)     ADJUSTED  
 MZ2569* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 MZ2569  ___________________________________________________________________
 MZ2569  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MZ2569  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MZ2569
 MZ2569  HORZ ORDER  -  SECOND
 MZ2569
 MZ2569.The horizontal coordinates were established by classical geodetic methods
 MZ2569.and adjusted by the National Geodetic Survey in January 1999..
 MZ2569
 MZ2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2569
 MZ2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2569
 MZ2569.The geoid height was determined by GEOID03.
 MZ2569
 MZ2569;                    North         East     Units Scale Factor Converg.
 MZ2569;SPC NY E     -   456,522.957   204,964.221   MT  0.99993715   +0 27 31.9
 MZ2569;SPC NY E     - 1,497,775.73    672,453.45   sFT  0.99993715   +0 27 31.9
 MZ2569;UTM  18      - 4,755,115.632   595,740.180   MT  0.99971276   +0 47 58.3
 MZ2569
 MZ2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2569!SPC NY E     -   0.99998687  x   0.99993715  =   0.99992403
 MZ2569!UTM  18      -   0.99998687  x   0.99971276  =   0.99969964
 MZ2569
 MZ2569|---------------------------------------------------------------------|
 MZ2569| PID    Reference Object                     Distance      Geod. Az  |
 MZ2569|                                                           dddmmss.s |
 MZ2569| MZ2570 WEED                                261.703 METERS 02951     |
 MZ2569| MZ2571 BNB 1                               269.293 METERS 08144     |
 MZ2569| DA3055 BNB 2                                              1715644.3 |
 MZ2569| MZ2563 BNA 2                               415.306 METERS 3551151.3 |
 MZ2569|---------------------------------------------------------------------|
 MZ2569
 MZ2569                          SUPERSEDED SURVEY CONTROL
 MZ2569
 MZ2569  NAD 83(1996)-  42 56 33.58910(N)    073 49 35.36788(W) AD(       ) 2
 MZ2569  NAD 83(1996)-  42 56 33.58935(N)    073 49 35.36791(W) AD(       ) 2
 MZ2569  NAD 83(1992)-  42 56 33.58989(N)    073 49 35.36773(W) AD(       ) 2
 MZ2569  NAD 83(1992)-  42 56 33.59011(N)    073 49 35.36776(W) AD(       ) 2
 MZ2569  NAD 83(1986)-  42 56 33.59058(N)    073 49 35.36702(W) AD(       ) 2
 MZ2569  NAD 27      -  42 56 33.31802(N)    073 49 36.93014(W) AD(       ) 2
 MZ2569  NGVD 29 (07/19/86)  114.9    (m)          377.     (f) VERT ANG       
 MZ2569
 MZ2569.Superseded values are not recommended for survey control.
 MZ2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2569.See file dsdata.txt to determine how the superseded data were derived.
 MZ2569
 MZ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9574055116(NAD 83)
 MZ2569_MARKER: DD = SURVEY DISK
 MZ2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2569+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 MZ2569
 MZ2569  HISTORY     - Date     Condition        Report By
 MZ2569  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2569  HISTORY     - 20010905 GOOD             USPSQD
 MZ2569  HISTORY     - 20020905 GOOD             USPSQD
 MZ2569  HISTORY     - 20050829 GOOD             USPSQD
 MZ2569
 MZ2569                          STATION DESCRIPTION
 MZ2569
 MZ2569'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2569'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF ROUND LAKE, 3.0
 MZ2569'MILES SOUTHWEST OF MALTA, AND 4.0 MILES SOUTHEAST OF BALLSTON
 MZ2569'SPA IN THE TOWNSHIP OF MALTA.
 MZ2569'
 MZ2569'TO REACH THE STATION FROM THE JUNCTION OF EXIT 11 OF INTERSTATE
 MZ2569'87 AND COUNTY HIGHWAY 80, GO WEST ON COUNTY HIGHWAY 80 (ROUND
 MZ2569'LAKE ROAD) FOR 1.1 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MZ2569'82 (EAST LINE ROAD).  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY
 MZ2569'82 FOR 0.15 MILE TO AZIMUTH MARK, BNB-2 (SACGS), ON
 MZ2569'RIGHT.  CONTINUE NORTH ON COUNTY HIGHWAY 82 FOR 0.35 MILE TO
 MZ2569'THE T-INTERSECTION OF MILLER ROAD ON THE RIGHT AND STATION ON
 MZ2569'LEFT.
 MZ2569'
 MZ2569'TO REACH AZIMUTH MARK, BNB-1 (SACGS), FROM THE STATION GO EAST
 MZ2569'ON MILLER ROAD FOR 0.15 MILE TO MARK ON LEFT.
 MZ2569'
 MZ2569'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2569'SURVEY STAMPED BNB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2569'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.30 FOOT
 MZ2569'ABOVE THE GROUND.  IT IS LOCATED 130.0 FEET SOUTHEAST OF A
 MZ2569'30-INCH ASH TREE, 40.3 FEET NORTH OF POLE 000, NYT 20, 5.8 FEET
 MZ2569'NORTHEAST OF A 4-INCH MAPLE TREE ALL ON THE WEST SIDE OF COUNTY
 MZ2569'HIGHWAY 82, AND 20.9 FEET WEST OF THE CENTERLINE OF COUNTY
 MZ2569'HIGHWAY 82.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 MZ2569'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2569'
 MZ2569'AZIMUTH MARK, BNB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2569'COUNTY GEODETIC SURVEY STAMPED BNB-1.  IT IS SET IN THE TOP OF A
 MZ2569'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 MZ2569'ABOVE THE GROUND.  IT IS LOCATED 45.5 FEET NORTHEAST OF A STEEL
 MZ2569'FENCE POST WITH REMNANTS OF WIRE MESH FENCE ON THE SOUTH SIDE OF
 MZ2569'MILLER ROAD, 5.0 FEET SOUTH OF A SLOPE, 4.2 FEET NORTH OF THE
 MZ2569'CENTERLINE OF A DITCH BOTH ON THE NORTH SIDE OF MILLER ROAD AND
 MZ2569'21.7 FEET NORTH OF THE CENTERLINE OF MILLER ROAD.
 MZ2569'
 MZ2569'AZIMUTH MARK, BNB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2569'COUNTY GEODETIC SURVEY STAMPED BNB-2.  IT IS SET IN THE TOP OF A
 MZ2569'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 MZ2569'ABOVE THE GROUND.  IT IS LOCATED 63.0 FEET SOUTHEAST OF A
 MZ2569'30-INCH MAPLE TREE, 43.0 FEET EAST OF POLE NYT 8 BOTH ON THE
 MZ2569'WEST SIDE OF COUNTY HIGHWAY 82, 7.5 FEET NORTHWEST OF A 30-INCH
 MZ2569'MAPLE TREE ON THE EAST SIDE OF COUNTY HIGHWAY 82 AND 21.7 FEET
 MZ2569'EAST OF THE CENTERLINE OF COUNTY HIGHWAY 82.
 MZ2569'
 MZ2569'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 MZ2569
 MZ2569                          STATION RECOVERY (2001)
 MZ2569
 MZ2569'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2569'MARK IS 14-INCHES ABOVE GROUND AND MAY BE SLIGHTLY TIPPED
 MZ2569
 MZ2569                          STATION RECOVERY (2002)
 MZ2569
 MZ2569'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2569'RECOVERED IN GOOD CONDITION.
 MZ2569
 MZ2569                          STATION RECOVERY (2005)
 MZ2569
 MZ2569'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2571 ***********************************************************************
 MZ2571  DESIGNATION -  BNB 1
 MZ2571  PID         -  MZ2571
 MZ2571  STATE/COUNTY-  NY/SARATOGA
 MZ2571  USGS QUAD   -  ROUND LAKE (1980)
 MZ2571
 MZ2571                         *CURRENT SURVEY CONTROL
 MZ2571  ___________________________________________________________________
 MZ2571* NAD 83(1996)-  42 56 34.84104(N)    073 49 23.61235(W)     ADJUSTED  
 MZ2571* NAVD 88     -       112.8    (meters)     370.     (feet)  VERTCON   
 MZ2571  ___________________________________________________________________
 MZ2571  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MZ2571  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MZ2571
 MZ2571  HORZ ORDER  -  SECOND
 MZ2571
 MZ2571.The horizontal coordinates were established by classical geodetic methods
 MZ2571.and adjusted by the National Geodetic Survey in January 1999..
 MZ2571
 MZ2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2571
 MZ2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2571
 MZ2571.The geoid height was determined by GEOID03.
 MZ2571
 MZ2571;                    North         East     Units Scale Factor Converg.
 MZ2571;SPC NY E     -   456,563.816   205,230.380   MT  0.99993751   +0 27 39.9
 MZ2571;SPC NY E     - 1,497,909.79    673,326.67   sFT  0.99993751   +0 27 39.9
 MZ2571;UTM  18      - 4,755,158.064   596,006.031   MT  0.99971339   +0 48 06.3
 MZ2571
 MZ2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2571!SPC NY E     -   0.99998717  x   0.99993751  =   0.99992468
 MZ2571!UTM  18      -   0.99998717  x   0.99971339  =   0.99970057
 MZ2571
 MZ2571:                Primary Azimuth Mark                     Grid Az
 MZ2571:SPC NY E     -  WEED TS 1                                084 08 59.2
 MZ2571:UTM  18      -  WEED TS 1                                083 48 32.8
 MZ2571
 MZ2571|---------------------------------------------------------------------|
 MZ2571| PID    Reference Object                     Distance      Geod. Az  |
 MZ2571|                                                           dddmmss.s |
 MZ2571| MZ2575 WEED TS 1                           APPROX. 0.6 KM 0843639.1 |
 MZ2571| MZ2569 BNB                                 269.293 METERS 26144     |
 MZ2571|---------------------------------------------------------------------|
 MZ2571
 MZ2571                          SUPERSEDED SURVEY CONTROL
 MZ2571
 MZ2571  NAD 83(1996)-  42 56 34.84397(N)    073 49 23.61314(W) AD(       ) 2
 MZ2571  NAD 83(1996)-  42 56 34.84422(N)    073 49 23.61316(W) AD(       ) 2
 MZ2571  NAD 83(1992)-  42 56 34.84476(N)    073 49 23.61298(W) AD(       ) 2
 MZ2571  NAD 83(1992)-  42 56 34.84498(N)    073 49 23.61301(W) AD(       ) 2
 MZ2571  NAD 83(1986)-  42 56 34.84545(N)    073 49 23.61227(W) AD(       ) 2
 MZ2571  NAD 27      -  42 56 34.57288(N)    073 49 25.17578(W) AD(       ) 2
 MZ2571  NGVD 29 (07/19/86)  113.0    (m)          371.     (f) VERT ANG       
 MZ2571
 MZ2571.Superseded values are not recommended for survey control.
 MZ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2571.See file dsdata.txt to determine how the superseded data were derived.
 MZ2571
 MZ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9600655158(NAD 83)
 MZ2571_MARKER: DD = SURVEY DISK
 MZ2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2571+STABILITY: SURFACE MOTION
 MZ2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2571+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 MZ2571
 MZ2571  HISTORY     - Date     Condition        Report By
 MZ2571  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2571  HISTORY     - 20010905 GOOD             USPSQD
 MZ2571  HISTORY     - 20020905 GOOD             USPSQD
 MZ2571  HISTORY     - 20050830 GOOD             USPSQD
 MZ2571
 MZ2571                          STATION DESCRIPTION
 MZ2571
 MZ2571'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973
 MZ2571'STATION BNB SACGS IS LOCATED 1.5 MILES NORTHWEST OF ROUND LAKE, 3.0
 MZ2571'MILES SOUTHWEST OF MALTA, AND 4.0 MILES SOUTHEAST OF BALLSTON
 MZ2571'SPA IN THE TOWNSHIP OF MALTA.
 MZ2571'
 MZ2571'TO REACH STATION BNB SACGS FROM THE JUNCTION OF EXIT 11 OF INTERSTATE
 MZ2571'87 AND COUNTY HIGHWAY 80, GO WEST ON COUNTY HIGHWAY 80 (ROUND
 MZ2571'LAKE ROAD) FOR 1.1 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MZ2571'82 (EAST LINE ROAD).  CONTINUE NORTH ON COUNTY HIGHWAY 82 FOR 0.35
 MZ2571'MILE TO THE T-INTERSECTION OF MILLER ROAD ON THE RIGHT AND STATION
 MZ2571'ON LEFT.
 MZ2571'
 MZ2571'TO REACH AZIMUTH MARK, BNB-1 (SACGS), FROM THE STATION GO EAST
 MZ2571'ON MILLER ROAD FOR 0.15 MILE TO MARK ON LEFT.
 MZ2571'
 MZ2571'AZIMUTH MARK, BNB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2571'COUNTY GEODETIC SURVEY STAMPED BNB-1.  IT IS SET IN THE TOP OF A
 MZ2571'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.10 FOOT
 MZ2571'ABOVE THE GROUND.  IT IS LOCATED 45.5 FEET NORTHEAST OF A STEEL
 MZ2571'FENCE POST WITH REMNANTS OF WIRE MESH FENCE ON THE SOUTH SIDE OF
 MZ2571'MILLER ROAD, 5.0 FEET SOUTH OF A SLOPE, 4.2 FEET NORTH OF THE
 MZ2571'CENTERLINE OF A DITCH BOTH ON THE NORTH SIDE OF MILLER ROAD AND
 MZ2571'21.7 FEET NORTH OF THE CENTERLINE OF MILLER ROAD.
 MZ2571
 MZ2571                          STATION RECOVERY (2001)
 MZ2571
 MZ2571'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2571'RECOVERED IN GOOD CONDITION.
 MZ2571
 MZ2571                          STATION RECOVERY (2002)
 MZ2571
 MZ2571'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2571'RECOVERED IN GOOD CONDITION.
 MZ2571
 MZ2571                          STATION RECOVERY (2005)
 MZ2571
 MZ2571'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2574 ***********************************************************************
 MZ2574  DESIGNATION -  BNC
 MZ2574  PID         -  MZ2574
 MZ2574  STATE/COUNTY-  NY/SARATOGA
 MZ2574  USGS QUAD   -  ROUND LAKE (1980)
 MZ2574
 MZ2574                         *CURRENT SURVEY CONTROL
 MZ2574  ___________________________________________________________________
 MZ2574* NAD 83(1996)-  42 56 38.16770(N)    073 48 39.61314(W)     ADJUSTED  
 MZ2574* NAVD 88     -        92.1    (meters)     302.     (feet)  VERTCON   
 MZ2574  ___________________________________________________________________
 MZ2574  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MZ2574  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MZ2574
 MZ2574  HORZ ORDER  -  SECOND
 MZ2574
 MZ2574.The horizontal coordinates were established by classical geodetic methods
 MZ2574.and adjusted by the National Geodetic Survey in January 1999..
 MZ2574
 MZ2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2574
 MZ2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2574
 MZ2574.The geoid height was determined by GEOID03.
 MZ2574
 MZ2574;                    North         East     Units Scale Factor Converg.
 MZ2574;SPC NY E     -   456,674.562   206,226.959   MT  0.99993888   +0 28 09.9
 MZ2574;SPC NY E     - 1,498,273.13    676,596.28   sFT  0.99993888   +0 28 09.9
 MZ2574;UTM  18      - 4,755,274.708   597,001.711   MT  0.99971575   +0 48 36.4
 MZ2574
 MZ2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2574!SPC NY E     -   0.99999042  x   0.99993888  =   0.99992930
 MZ2574!UTM  18      -   0.99999042  x   0.99971575  =   0.99970617
 MZ2574
 MZ2574:                Primary Azimuth Mark                     Grid Az
 MZ2574:SPC NY E     -  BNC 2                                    149 15 56.7
 MZ2574:UTM  18      -  BNC 2                                    148 55 30.2
 MZ2574
 MZ2574|---------------------------------------------------------------------|
 MZ2574| PID    Reference Object                     Distance      Geod. Az  |
 MZ2574|                                                           dddmmss.s |
 MZ2574| DA3057 BNC 2                                              1494406.6 |
 MZ2574| MZ2575 WEED TS 1                           367.411 METERS 26317     |
 MZ2574| DA3056 BNC 1                                              3490123.3 |
 MZ2574|---------------------------------------------------------------------|
 MZ2574
 MZ2574                          SUPERSEDED SURVEY CONTROL
 MZ2574
 MZ2574  NAD 83(1996)-  42 56 38.17060(N)    073 48 39.61392(W) AD(       ) 2
 MZ2574  NAD 83(1996)-  42 56 38.17087(N)    073 48 39.61395(W) AD(       ) 2
 MZ2574  NAD 83(1992)-  42 56 38.17140(N)    073 48 39.61376(W) AD(       ) 2
 MZ2574  NAD 83(1992)-  42 56 38.17163(N)    073 48 39.61380(W) AD(       ) 2
 MZ2574  NAD 83(1986)-  42 56 38.17211(N)    073 48 39.61305(W) AD(       ) 2
 MZ2574  NAD 27      -  42 56 37.89949(N)    073 48 41.17804(W) AD(       ) 2
 MZ2574  NGVD 29 (07/19/86)   92.3    (m)          303.     (f) VERT ANG       
 MZ2574
 MZ2574.Superseded values are not recommended for survey control.
 MZ2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2574.See file dsdata.txt to determine how the superseded data were derived.
 MZ2574
 MZ2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9700255275(NAD 83)
 MZ2574_MARKER: DD = SURVEY DISK
 MZ2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2574
 MZ2574  HISTORY     - Date     Condition        Report By
 MZ2574  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2574  HISTORY     - 20010905 MARK NOT FOUND   USPSQD
 MZ2574  HISTORY     - 20020905 MARK NOT FOUND   USPSQD
 MZ2574  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 MZ2574
 MZ2574                          STATION DESCRIPTION
 MZ2574
 MZ2574'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2574'THE STATION IS LOCATED 1.0 MILE NORTHWEST OF ROUND LAKE, 2.0
 MZ2574'MILES SOUTHWEST OF MALTA, AND 4.5 MILES SOUTHEAST OF BALLSTON
 MZ2574'SPA IN THE TOWNSHIP OF MALTA.
 MZ2574'
 MZ2574'TO REACH THE STATION FROM THE JUNCTION OF EXIT 11 OF INTERSTATE
 MZ2574'87 AND COUNTY HIGHWAY 80, GO WEST ON COUNTY HIGHWAY 80 (ROUND
 MZ2574'LAKE ROAD) FOR 0.20 MILE TO THE INTERSECTION OF RAYLINSKY ROAD
 MZ2574'AND RUHLE ROAD.  TURN RIGHT AND GO NORTH ON RUHLE ROAD FOR 0.40
 MZ2574'MILE TO AZIMUTH MARK, BNC-2 (SACGS), ON RIGHT.  CONTINUE NORTH
 MZ2574'ON RUHLE ROAD FOR 0.20 MILE TO THE JUNCTION OF MILLER ROAD AND
 MZ2574'STATION ON LEFT.
 MZ2574'
 MZ2574'TO REACH AZIMUTH MARK, BNC-1 (SACGS), FROM THE STATION GO NORTH
 MZ2574'ON RUHLE ROAD FOR 0.20 MILE AND MARK ON RIGHT.
 MZ2574'
 MZ2574'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2574'SURVEY STAMPED BNC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2574'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2574'THE GROUND.  IT IS LOCATED 144.5 FEET NORTH OF POLE E15, 2.3
 MZ2574'FEET SOUTHEAST OF POLE 145, E16, BOTH ON THE WEST SIDE OF RUHLE
 MZ2574'ROAD, 109.4 FEET SOUTHWEST OF POLE 202, NYT 21, ON THE EAST SIDE
 MZ2574'OF RUHLE ROAD AND 24.7 FEET WEST OF THE CENTERLINE OF RUHLE
 MZ2574'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 MZ2574'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2574'
 MZ2574'AZIMUTH MARK, BNC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2574'COUNTY GEODETIC SURVEY STAMPED BNC-1.  IT IS SET IN THE TOP OF A
 MZ2574'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.20 FOOT
 MZ2574'ABOVE THE GROUND.  IT IS LOCATED 89.2 FEET SOUTHEAST OF A
 MZ2574'10-INCH DOUBLE ELM TREE ON THE WEST SIDE OF RUHLE ROAD, 46 FEET
 MZ2574'WEST OF THE WEST RANGE LINE OF A RED HOUSE, 3.6 FEET SOUTH OF
 MZ2574'POLE NSC AND G, E22, BOTH ON THE EAST SIDE OF RUHLE ROAD AND
 MZ2574'13.6 FEET EAST OF THE CENTERLINE OF RUHLE ROAD.
 MZ2574'
 MZ2574'AZIMUTH MARK, BNC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2574'COUNTY GEODETIC SURVEY STAMPED BNC-2.  IT IS SET IN THE TOP OF A
 MZ2574'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2574'THE GROUND.  IT IS LOCATED 116.0 FEET SOUTHEAST OF A 24-INCH ELM
 MZ2574'TREE, 58.0 FEET EAST OF POLE E10, 158.0 FEET NORTHEAST OF POLE
 MZ2574'E9, ALL ON THE WEST SIDE OF RUHLE ROAD AND 12.2 FEET EAST OF THE
 MZ2574'CENTERLINE OF RUHLE ROAD.
 MZ2574'
 MZ2574'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 MZ2574
 MZ2574                          STATION RECOVERY (2001)
 MZ2574
 MZ2574'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2574'MARK NOT FOUND.
 MZ2574
 MZ2574                          STATION RECOVERY (2002)
 MZ2574
 MZ2574'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2574'MARK NOT FOUND.
 MZ2574
 MZ2574                          STATION RECOVERY (2005)
 MZ2574
 MZ2574'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6458 ***********************************************************************
 KV6458  DESIGNATION -  B+O 1
 KV6458  PID         -  KV6458
 KV6458  STATE/COUNTY-  NY/RICHMOND
 KV6458  USGS QUAD   -  KEYPORT (1977)
 KV6458
 KV6458                         *CURRENT SURVEY CONTROL
 KV6458  ___________________________________________________________________
 KV6458* NAD 83(1996)-  40 29 47.32591(N)    074 13 27.59357(W)     ADJUSTED  
 KV6458* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KV6458  ___________________________________________________________________
 KV6458  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 KV6458  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6458
 KV6458  HORZ ORDER  -  THIRD
 KV6458
 KV6458.The horizontal coordinates were established by classical geodetic methods
 KV6458.and adjusted by the National Geodetic Survey in January 1999..
 KV6458
 KV6458.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6458
 KV6458.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6458
 KV6458.The geoid height was determined by GEOID03.
 KV6458
 KV6458;                    North         East     Units Scale Factor Converg.
 KV6458;SPC NY L     -    36,648.446   280,982.680   MT  1.00001384   -0 08 48.2
 KV6458;SPC NY L     -   120,237.44    921,857.34   sFT  1.00001384   -0 08 48.2
 KV6458;SPC NJ       -   184,674.181   173,366.697   MT  0.99990672   +0 10 44.5
 KV6458;SPC NJ       -   605,885.21    568,787.24   sFT  0.99990672   +0 10 44.5
 KV6458;UTM  18      - 4,483,152.889   565,729.134   MT  0.99965318   +0 30 13.5
 KV6458
 KV6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6458!SPC NY L     -   1.00000477  x   1.00001384  =   1.00001861
 KV6458!SPC NJ       -   1.00000477  x   0.99990672  =   0.99991149
 KV6458!UTM  18      -   1.00000477  x   0.99965318  =   0.99965795
 KV6458
 KV6458                          SUPERSEDED SURVEY CONTROL
 KV6458
 KV6458  NAD 83(1986)-  40 29 47.32520(N)    074 13 27.59183(W) AD(       ) 3
 KV6458  NGVD 29 (09/24/91)    2.3    (m)            8.     (f) VERT ANG       
 KV6458
 KV6458.Superseded values are not recommended for survey control.
 KV6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6458.See file dsdata.txt to determine how the superseded data were derived.
 KV6458
 KV6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6572983153(NAD 83)
 KV6458_MARKER: DD = SURVEY DISK
 KV6458_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6458+WITH SETTING: PAVEMENT
 KV6458_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6458+STABILITY: SURFACE MOTION
 KV6458
 KV6458  HISTORY     - Date     Condition        Report By
 KV6458  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6458
 KV6458                          STATION DESCRIPTION
 KV6458
 KV6458'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6458'THE STATION IS LOCATED ABOUT 1 MILE ESE OF WARD PT AT THE BEGINNING OF
 KV6458'RED BANK BEACH NEAR THE SOUTHWEST CORNER OF RARITAN BAY AND 1 MILE
 KV6458'FROM STATEN ISLAND.  STATION IS MARKED BY A 2-INCH BRASS DISK CEMENTED
 KV6458'IN A DRILL HOLE AT THE NW CORNER OF THE CONCRETE BASE OF A COAST GUARD
 KV6458'NAVIGATION LIGHT AND STAMPED---B+O NO 1 1985.
 KV6458'
 KV6458'STATION MUST BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6460 ***********************************************************************
 KV6460  DESIGNATION -  B+O 11
 KV6460  PID         -  KV6460
 KV6460  STATE/COUNTY-  NY/RICHMOND
 KV6460  USGS QUAD   -  ELIZABETH (1995)
 KV6460
 KV6460                         *CURRENT SURVEY CONTROL
 KV6460  ___________________________________________________________________
 KV6460* NAD 83(1996)-  40 37 47.74955(N)    074 12 03.07558(W)     ADJUSTED  
 KV6460* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 KV6460  ___________________________________________________________________
 KV6460  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV6460  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6460
 KV6460  HORZ ORDER  -  THIRD
 KV6460
 KV6460.The horizontal coordinates were established by classical geodetic methods
 KV6460.and adjusted by the National Geodetic Survey in January 1999..
 KV6460
 KV6460.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6460
 KV6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6460
 KV6460.The geoid height was determined by GEOID03.
 KV6460
 KV6460;                    North         East     Units Scale Factor Converg.
 KV6460;SPC NY L     -    51,462.820   283,006.897   MT  1.00000225   -0 07 53.0
 KV6460;SPC NY L     -   168,840.94    928,498.46   sFT  1.00000225   -0 07 53.0
 KV6460;SPC NJ       -   199,498.344   175,306.408   MT  0.99990788   +0 11 41.3
 KV6460;SPC NJ       -   654,520.82    575,151.11   sFT  0.99990788   +0 11 41.3
 KV6460;UTM  18      - 4,497,984.074   567,584.216   MT  0.99965622   +0 31 13.4
 KV6460
 KV6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6460!SPC NY L     -   1.00000451  x   1.00000225  =   1.00000676
 KV6460!SPC NJ       -   1.00000451  x   0.99990788  =   0.99991239
 KV6460!UTM  18      -   1.00000451  x   0.99965622  =   0.99966073
 KV6460
 KV6460                          SUPERSEDED SURVEY CONTROL
 KV6460
 KV6460  NAD 83(1986)-  40 37 47.75003(N)    074 12 03.07607(W) AD(       ) 3
 KV6460  NGVD 29 (09/24/91)    4.0    (m)           13.     (f) VERT ANG       
 KV6460
 KV6460.Superseded values are not recommended for survey control.
 KV6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6460.See file dsdata.txt to determine how the superseded data were derived.
 KV6460
 KV6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6758497984(NAD 83)
 KV6460_MARKER: DD = SURVEY DISK
 KV6460_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6460+WITH SETTING: PAVEMENT
 KV6460_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6460+STABILITY: SURFACE MOTION
 KV6460
 KV6460  HISTORY     - Date     Condition        Report By
 KV6460  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6460
 KV6460                          STATION DESCRIPTION
 KV6460
 KV6460'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6460'STATION IS LOCATED AT GULFPORT REACH ON THE EAST SIDE OF THE ARTHUR
 KV6460'KILL RIVER AT GULFPORT PIER NO 2, ON THE SOUTH ONE OF 6 LARGE MOORING
 KV6460'CASSONS.  THE STATION IS MARKED BY A 3-INCH BRASS DISK CEMENTED IN A
 KV6460'DRILL HOLE ON TOP OF THE CASSON AND STAMPED---B + O NO 11 1985.  IT IS
 KV6460'47 FEET NORTHEAST OF A BALLORD.
 KV6460'
 KV6460'THE STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6463 ***********************************************************************
 KV6463  DESIGNATION -  B+O 14
 KV6463  PID         -  KV6463
 KV6463  STATE/COUNTY-  NY/RICHMOND
 KV6463  USGS QUAD   -  JERSEY CITY (1981)
 KV6463
 KV6463                         *CURRENT SURVEY CONTROL
 KV6463  ___________________________________________________________________
 KV6463* NAD 83(1996)-  40 38 43.55774(N)    074 06 35.88899(W)     ADJUSTED  
 KV6463* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KV6463  ___________________________________________________________________
 KV6463  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 KV6463  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV6463
 KV6463  HORZ ORDER  -  THIRD
 KV6463
 KV6463.The horizontal coordinates were established by classical geodetic methods
 KV6463.and adjusted by the National Geodetic Survey in January 1999..
 KV6463
 KV6463.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6463
 KV6463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6463
 KV6463.The geoid height was determined by GEOID03.
 KV6463
 KV6463;                    North         East     Units Scale Factor Converg.
 KV6463;SPC NY L     -    53,170.660   290,698.311   MT  1.00000125   -0 04 18.9
 KV6463;SPC NY L     -   174,444.07    953,732.71   sFT  1.00000125   -0 04 18.9
 KV6463;SPC NJ       -   201,249.768   182,987.278   MT  0.99991339   +0 15 14.6
 KV6463;SPC NJ       -   660,266.95    600,350.76   sFT  0.99991339   +0 15 14.6
 KV6463;SPC NY E     -   201,249.768   182,987.278   MT  0.99991339   +0 15 14.6
 KV6463;SPC NY E     -   660,266.95    600,350.76   sFT  0.99991339   +0 15 14.6
 KV6463;UTM  18      - 4,499,778.682   575,253.107   MT  0.99966970   +0 34 47.2
 KV6463
 KV6463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6463!SPC NY L     -   1.00000464  x   1.00000125  =   1.00000589
 KV6463!SPC NJ       -   1.00000464  x   0.99991339  =   0.99991803
 KV6463!SPC NY E     -   1.00000464  x   0.99991339  =   0.99991803
 KV6463!UTM  18      -   1.00000464  x   0.99966970  =   0.99967434
 KV6463
 KV6463                          SUPERSEDED SURVEY CONTROL
 KV6463
 KV6463  NAD 83(1996)-  40 38 43.55767(N)    074 06 35.88945(W) AD(       ) 3
 KV6463  NAD 83(1992)-  40 38 43.55767(N)    074 06 35.88952(W) AD(       ) 3
 KV6463  NAD 83(1986)-  40 38 43.55776(N)    074 06 35.88962(W) AD(       ) 3
 KV6463  NGVD 29 (09/24/91)    2.9    (m)           10.     (f) VERT ANG       
 KV6463
 KV6463.Superseded values are not recommended for survey control.
 KV6463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6463.See file dsdata.txt to determine how the superseded data were derived.
 KV6463
 KV6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7525399779(NAD 83)
 KV6463_MARKER: DD = SURVEY DISK
 KV6463_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6463+WITH SETTING: PAVEMENT
 KV6463_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6463+STABILITY: SURFACE MOTION
 KV6463
 KV6463  HISTORY     - Date     Condition        Report By
 KV6463  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6463
 KV6463                          STATION DESCRIPTION
 KV6463
 KV6463'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6463'STATION IS LOCATED ON THE SOUTH SIDE OF THE CONSTABLE HOOK REACH AND
 KV6463'JUST NORTH OF A CON EDISON FACILITY ON THE REMAINS OF A CONCRETE DOCK
 KV6463'AND JUST NORTH OF A RAILROAD TRACK AND ABOUT 2 MILES WESF OF NEW
 KV6463'BRIGHTON.  STATION IS MARKED WITH A BRASS DISK CEMENTED IN A DRILL
 KV6463'HOLE IN THE REMAINS OF A CONCRETE DOCK AND STAMPED---B + O 14 1985.
 KV6463'IT IS 12 FT N OF SOUTH EDGE OF DOCK AND 12 FT S OF NORTH EDGE OF DOCK.
 KV6463'STATION WAS REACHED BY BOAT, BUT A TRUCK COULD GET VERY CLOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6464 ***********************************************************************
 KV6464  DESIGNATION -  B+O 15
 KV6464  PID         -  KV6464
 KV6464  STATE/COUNTY-  NY/RICHMOND
 KV6464  USGS QUAD   -  JERSEY CITY (1981)
 KV6464
 KV6464                         *CURRENT SURVEY CONTROL
 KV6464  ___________________________________________________________________
 KV6464* NAD 83(1996)-  40 38 55.70129(N)    074 05 08.16599(W)     ADJUSTED  
 KV6464* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 KV6464  ___________________________________________________________________
 KV6464  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KV6464  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV6464
 KV6464  HORZ ORDER  -  THIRD
 KV6464
 KV6464.The horizontal coordinates were established by classical geodetic methods
 KV6464.and adjusted by the National Geodetic Survey in January 1999..
 KV6464
 KV6464.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6464
 KV6464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6464
 KV6464.The geoid height was determined by GEOID03.
 KV6464
 KV6464;                    North         East     Units Scale Factor Converg.
 KV6464;SPC NY L     -    53,542.944   292,759.790   MT  1.00000104   -0 03 21.6
 KV6464;SPC NY L     -   175,665.48    960,496.08   sFT  1.00000104   -0 03 21.6
 KV6464;SPC NJ       -   201,633.741   185,046.426   MT  0.99991511   +0 16 11.8
 KV6464;SPC NJ       -   661,526.70    607,106.48   sFT  0.99991511   +0 16 11.8
 KV6464;SPC NY E     -   201,633.741   185,046.426   MT  0.99991511   +0 16 11.8
 KV6464;SPC NY E     -   661,526.70    607,106.48   sFT  0.99991511   +0 16 11.8
 KV6464;UTM  18      - 4,500,174.259   577,309.540   MT  0.99967357   +0 35 44.5
 KV6464
 KV6464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6464!SPC NY L     -   1.00000453  x   1.00000104  =   1.00000557
 KV6464!SPC NJ       -   1.00000453  x   0.99991511  =   0.99991964
 KV6464!SPC NY E     -   1.00000453  x   0.99991511  =   0.99991964
 KV6464!UTM  18      -   1.00000453  x   0.99967357  =   0.99967810
 KV6464
 KV6464                          SUPERSEDED SURVEY CONTROL
 KV6464
 KV6464  NAD 83(1996)-  40 38 55.70107(N)    074 05 08.16627(W) AD(       ) 3
 KV6464  NAD 83(1992)-  40 38 55.70108(N)    074 05 08.16642(W) AD(       ) 3
 KV6464  NAD 83(1986)-  40 38 55.70126(N)    074 05 08.16664(W) AD(       ) 3
 KV6464  NGVD 29 (09/24/91)    3.5    (m)           11.     (f) VERT ANG       
 KV6464
 KV6464.Superseded values are not recommended for survey control.
 KV6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6464.See file dsdata.txt to determine how the superseded data were derived.
 KV6464
 KV6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7731000174(NAD 83)
 KV6464_MARKER: I = METAL ROD
 KV6464_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV6464_SP_SET: OBJECT IMBEDDED IN GROUND
 KV6464_MAGNETIC: P = MARKER IS A STEEL PIPE
 KV6464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6464
 KV6464  HISTORY     - Date     Condition        Report By
 KV6464  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6464
 KV6464                          STATION DESCRIPTION
 KV6464
 KV6464'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6464'STATION IS LOCATED ON THE SOUTH SIDE OF CONSTABLE HOOK REACH AT THE
 KV6464'TOWN OF NEW BRIGHTON ON THE MOST NORTHERLY POINT OF LAND AND JUST
 KV6464'SOUTH OF CONSTABLE HOOK.  STATION IS MARKED BY A 1/2 INCH IRON REBAR
 KV6464'DRIVEN FLUSH WITH THE GROUND.  IT IS 36 FEET NORTH OF CENTERLINE OF A
 KV6464'TRACK ROAD, 5 FEET SOUTH OF EDGE OF BANK AND 78 FEET NORTH OF CENTER
 KV6464'OF RAILROAD TRACKS CLOSEST TO CONCRETE RETAINING WALL.
 KV6464'
 KV6464'STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6473 ***********************************************************************
 KV6473  DESIGNATION -  B+O 4
 KV6473  PID         -  KV6473
 KV6473  STATE/COUNTY-  NY/RICHMOND
 KV6473  USGS QUAD   -  ARTHUR KILL (1981)
 KV6473
 KV6473                         *CURRENT SURVEY CONTROL
 KV6473  ___________________________________________________________________
 KV6473* NAD 83(1996)-  40 31 27.76611(N)    074 14 47.03661(W)     ADJUSTED  
 KV6473* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 KV6473  ___________________________________________________________________
 KV6473  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 KV6473  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV6473
 KV6473  HORZ ORDER  -  THIRD
 KV6473
 KV6473.The horizontal coordinates were established by classical geodetic methods
 KV6473.and adjusted by the National Geodetic Survey in January 1999..
 KV6473
 KV6473.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6473
 KV6473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6473
 KV6473.The geoid height was determined by GEOID03.
 KV6473
 KV6473;                    North         East     Units Scale Factor Converg.
 KV6473;SPC NY L     -    39,751.645   279,120.664   MT  1.00001097   -0 09 40.2
 KV6473;SPC NY L     -   130,418.52    915,748.38   sFT  1.00001097   -0 09 40.2
 KV6473;SPC NJ       -   187,766.412   171,487.263   MT  0.99990568   +0 09 53.2
 KV6473;SPC NJ       -   616,030.30    562,621.13   sFT  0.99990568   +0 09 53.2
 KV6473;UTM  18      - 4,486,233.631   563,832.683   MT  0.99965015   +0 29 22.9
 KV6473
 KV6473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6473!SPC NY L     -   1.00000461  x   1.00001097  =   1.00001558
 KV6473!SPC NJ       -   1.00000461  x   0.99990568  =   0.99991029
 KV6473!UTM  18      -   1.00000461  x   0.99965015  =   0.99965476
 KV6473
 KV6473                          SUPERSEDED SURVEY CONTROL
 KV6473
 KV6473  NAD 83(1986)-  40 31 27.76637(N)    074 14 47.03514(W) AD(       ) 3
 KV6473  NGVD 29 (09/24/91)    3.4    (m)           11.     (f) VERT ANG       
 KV6473
 KV6473.Superseded values are not recommended for survey control.
 KV6473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6473.See file dsdata.txt to determine how the superseded data were derived.
 KV6473
 KV6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6383386234(NAD 83)
 KV6473_MARKER: X = CHISELED CROSS
 KV6473_SETTING: 0 = UNSPECIFIED SETTING
 KV6473_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6473
 KV6473  HISTORY     - Date     Condition        Report By
 KV6473  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6473
 KV6473                          STATION DESCRIPTION
 KV6473
 KV6473'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6473'STATION IS LOCATED ON A DOLPHIN NEAR THE CENTER OF THE ARTHUR KILL
 KV6473'RIVER ON THE SOUTH SIDE OF THE OUTERBRIDGE BRIDGE OVER THE RIVER, IT
 KV6473'IS ON THE EAST ONE OF THREE DOLPHINS THAT PROTECT THE EAST MAIN BRIDGE
 KV6473'SUPPORT FROM SHIP TRAFFIC FROM THE SOUTH.  STATION IS MARKED WITH A
 KV6473'CHISELED CROSS AT THE CENTER OF THE DOLPHIN, IT IS 224 FT SOUTH OF THE
 KV6473'N EDGE OF THE DOLPHIN AT THE LADDER AND STATION REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6476 ***********************************************************************
 KV6476  DESIGNATION -  B+O 7
 KV6476  PID         -  KV6476
 KV6476  STATE/COUNTY-  NY/RICHMOND
 KV6476  USGS QUAD   -  ARTHUR KILL (1981)
 KV6476
 KV6476                         *CURRENT SURVEY CONTROL
 KV6476  ___________________________________________________________________
 KV6476* NAD 83(1996)-  40 33 36.85562(N)    074 12 45.49482(W)     ADJUSTED  
 KV6476* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 KV6476  ___________________________________________________________________
 KV6476  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 KV6476  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6476
 KV6476  HORZ ORDER  -  THIRD
 KV6476
 KV6476.The horizontal coordinates were established by classical geodetic methods
 KV6476.and adjusted by the National Geodetic Survey in January 1999..
 KV6476
 KV6476.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6476
 KV6476.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6476
 KV6476.The geoid height was determined by GEOID03.
 KV6476
 KV6476;                    North         East     Units Scale Factor Converg.
 KV6476;SPC NY L     -    43,726.051   281,991.211   MT  1.00000763   -0 08 20.7
 KV6476;SPC NY L     -   143,457.89    925,166.16   sFT  1.00000763   -0 08 20.7
 KV6476;SPC NJ       -   191,756.672   174,334.861   MT  0.99990729   +0 11 12.7
 KV6476;SPC NJ       -   629,121.68    571,963.62   sFT  0.99990729   +0 11 12.7
 KV6476;UTM  18      - 4,490,238.963   566,656.882   MT  0.99965469   +0 30 43.2
 KV6476
 KV6476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6476!SPC NY L     -   1.00000486  x   1.00000763  =   1.00001249
 KV6476!SPC NJ       -   1.00000486  x   0.99990729  =   0.99991215
 KV6476!UTM  18      -   1.00000486  x   0.99965469  =   0.99965954
 KV6476
 KV6476                          SUPERSEDED SURVEY CONTROL
 KV6476
 KV6476  NAD 83(1986)-  40 33 36.85615(N)    074 12 45.49423(W) AD(       ) 3
 KV6476  NGVD 29 (09/24/91)    1.8    (m)            6.     (f) VERT ANG       
 KV6476
 KV6476.Superseded values are not recommended for survey control.
 KV6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6476.See file dsdata.txt to determine how the superseded data were derived.
 KV6476
 KV6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6665790239(NAD 83)
 KV6476_MARKER: T = CHISELED TRIANGLE
 KV6476_SETTING: 0 = UNSPECIFIED SETTING
 KV6476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6476
 KV6476  HISTORY     - Date     Condition        Report By
 KV6476  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6476
 KV6476                          STATION DESCRIPTION
 KV6476
 KV6476'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6476'STATION IS LOCATED ON THE EAST SIDE OF THE ARTHUR KILL RIVER, WHERE
 KV6476'THE RIVER MAKES A SHARP TURN FROM EAST TO NORTH AND ABOUT 0.5 MILES
 KV6476'NORTH OF ROSSVILLE.  THE STATION IS MARKED BY A CHISELED TRIANGLE ON
 KV6476'THE DECK OF A SUNKEN BARGE.  THE BARGE IS THE NORTH ONE OF A SHIP
 KV6476'GRAVEYARD.  THE MARK IS 4.2 FEET EAST OF WEST END OF BARGE, 3.8 FEET
 KV6476'SOUTH OF THE NORTH SIDE OF THE BARGE, 3.6 FEET SW OF EAST MOORING
 KV6476'BOLLARD AND 2.8 FEET SOUTH OF THE WEST MOORING BOLLARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6478 ***********************************************************************
 KV6478  DESIGNATION -  B+O 9
 KV6478  PID         -  KV6478
 KV6478  STATE/COUNTY-  NY/RICHMOND
 KV6478  USGS QUAD   -  ARTHUR KILL (1981)
 KV6478
 KV6478                         *CURRENT SURVEY CONTROL
 KV6478  ___________________________________________________________________
 KV6478* NAD 83(1996)-  40 36 02.96528(N)    074 11 49.85664(W)     ADJUSTED  
 KV6478* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 KV6478  ___________________________________________________________________
 KV6478  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 KV6478  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV6478
 KV6478  HORZ ORDER  -  THIRD
 KV6478
 KV6478.The horizontal coordinates were established by classical geodetic methods
 KV6478.and adjusted by the National Geodetic Survey in January 1999..
 KV6478
 KV6478.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6478
 KV6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6478
 KV6478.The geoid height was determined by GEOID03.
 KV6478
 KV6478;                    North         East     Units Scale Factor Converg.
 KV6478;SPC NY L     -    48,229.911   283,310.281   MT  1.00000432   -0 07 44.3
 KV6478;SPC NY L     -   158,234.30    929,493.81   sFT  1.00000432   -0 07 44.3
 KV6478;SPC NJ       -   196,267.521   175,628.157   MT  0.99990808   +0 11 49.5
 KV6478;SPC NJ       -   643,921.03    576,206.71   sFT  0.99990808   +0 11 49.5
 KV6478;UTM  18      - 4,494,755.943   567,924.229   MT  0.99965679   +0 31 20.9
 KV6478
 KV6478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6478!SPC NY L     -   1.00000494  x   1.00000432  =   1.00000926
 KV6478!SPC NJ       -   1.00000494  x   0.99990808  =   0.99991301
 KV6478!UTM  18      -   1.00000494  x   0.99965679  =   0.99966172
 KV6478
 KV6478                          SUPERSEDED SURVEY CONTROL
 KV6478
 KV6478  NAD 83(1986)-  40 36 02.96586(N)    074 11 49.85680(W) AD(       ) 3
 KV6478  NGVD 29 (09/24/91)    1.2    (m)            4.     (f) VERT ANG       
 KV6478
 KV6478.Superseded values are not recommended for survey control.
 KV6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6478.See file dsdata.txt to determine how the superseded data were derived.
 KV6478
 KV6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6792494756(NAD 83)
 KV6478_MARKER: T = CHISELED TRIANGLE
 KV6478_SETTING: 0 = UNSPECIFIED SETTING
 KV6478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6478
 KV6478  HISTORY     - Date     Condition        Report By
 KV6478  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6478
 KV6478                          STATION DESCRIPTION
 KV6478
 KV6478'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6478'STATION IS LOCATED ON THE EAST SIDE OF THE ARTHUR KILL RIVER AT THE
 KV6478'TOWN OF CHELSEA ON THE SOUTH END OF A SUNKEN STEEL BARGE.  THE STATION
 KV6478'IS MARKED WITH A CHISELED TRIANGLE ON THE DECK OF THE BARGE, 12.6 FT
 KV6478'NW OF THE SE CORNER OF THE BARGE, 4.4 FT NORTH OF THE SOUTH END OF
 KV6478'THE BARGE AND 14.0 FEET SOUTH OF DOOR DOWN INTO THE HOLD.  THE BARGE
 KV6478'IS DIRECTLY ACROSS THE RIVER FROM THE BP FUEL TERMINAL.
 KV6478'
 KV6478'THIS STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2557 ***********************************************************************
 MZ2557  DESIGNATION -  BOA
 MZ2557  PID         -  MZ2557
 MZ2557  STATE/COUNTY-  NY/SARATOGA
 MZ2557  USGS QUAD   -  ROUND LAKE (1980)
 MZ2557
 MZ2557                         *CURRENT SURVEY CONTROL
 MZ2557  ___________________________________________________________________
 MZ2557* NAD 83(1996)-  42 58 51.68674(N)    073 47 12.80026(W)     ADJUSTED  
 MZ2557* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 MZ2557  ___________________________________________________________________
 MZ2557  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MZ2557  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 MZ2557
 MZ2557  HORZ ORDER  -  SECOND
 MZ2557
 MZ2557.The horizontal coordinates were established by classical geodetic methods
 MZ2557.and adjusted by the National Geodetic Survey in January 1999..
 MZ2557
 MZ2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2557
 MZ2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2557
 MZ2557.The geoid height was determined by GEOID03.
 MZ2557
 MZ2557;                    North         East     Units Scale Factor Converg.
 MZ2557;SPC NY E     -   460,810.829   208,159.947   MT  0.99994160   +0 29 10.3
 MZ2557;SPC NY E     - 1,511,843.53    682,938.09   sFT  0.99994160   +0 29 10.3
 MZ2557;UTM  18      - 4,759,421.477   598,909.638   MT  0.99972035   +0 49 37.6
 MZ2557
 MZ2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2557!SPC NY E     -   0.99998895  x   0.99994160  =   0.99993055
 MZ2557!UTM  18      -   0.99998895  x   0.99972035  =   0.99970930
 MZ2557
 MZ2557:                Primary Azimuth Mark                     Grid Az
 MZ2557:SPC NY E     -  BOA 2                                    002 56 07.5
 MZ2557:UTM  18      -  BOA 2                                    002 35 40.2
 MZ2557
 MZ2557|---------------------------------------------------------------------|
 MZ2557| PID    Reference Object                     Distance      Geod. Az  |
 MZ2557|                                                           dddmmss.s |
 MZ2557| DA3059 BOA 2                                              0032517.8 |
 MZ2557| DA3058 BOA 1                                              2034622.2 |
 MZ2557| MZ2562 BOA A                                 6.251 METERS 35801     |
 MZ2557|---------------------------------------------------------------------|
 MZ2557
 MZ2557                          SUPERSEDED SURVEY CONTROL
 MZ2557
 MZ2557  NAD 83(1996)-  42 58 51.68938(N)    073 47 12.80141(W) AD(       ) 2
 MZ2557  NAD 83(1996)-  42 58 51.68963(N)    073 47 12.80141(W) AD(       ) 2
 MZ2557  NAD 83(1992)-  42 58 51.69034(N)    073 47 12.80105(W) AD(       ) 2
 MZ2557  NAD 83(1992)-  42 58 51.69055(N)    073 47 12.80111(W) AD(       ) 2
 MZ2557  NAD 83(1986)-  42 58 51.69112(N)    073 47 12.80012(W) AD(       ) 2
 MZ2557  NAD 27      -  42 58 51.41991(N)    073 47 14.36754(W) AD(       ) 2
 MZ2557  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 MZ2557
 MZ2557.Superseded values are not recommended for survey control.
 MZ2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2557.See file dsdata.txt to determine how the superseded data were derived.
 MZ2557
 MZ2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9891059421(NAD 83)
 MZ2557_MARKER: DD = SURVEY DISK
 MZ2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2557
 MZ2557  HISTORY     - Date     Condition        Report By
 MZ2557  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2557  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 MZ2557  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2557
 MZ2557                          STATION DESCRIPTION
 MZ2557
 MZ2557'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2557'THE STATION IS LOCATED 0.75 MILE NORTH OF MALTA, 3.5 MILES
 MZ2557'SOUTHWEST OF BALLSTON SPA AND 3.5 MILES NORTHEAST OF ROUND LAKE
 MZ2557'IN THE TOWNSHIP OF MALTA.
 MZ2557'
 MZ2557'TO REACH THE STATION FROM THE JUNCTION OF EXIT 12 OF INTERSTATE
 MZ2557'87 AND STATE HIGHWAY 67, GO EAST ON STATE HIGHWAY 67 FOR 0.45
 MZ2557'MILE TO THE INTERSECTION OF U.S. HIGHWAY 9 AND COUNTY HIGHWAY
 MZ2557'108.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 9 FOR 0.30 MILE TO
 MZ2557'AZIMUTH MARK, BOA-1 (SACGS), ON RIGHT.  CONTINUE NORTH ON
 MZ2557'U.S. HIGHWAY 9 FOR 0.45 MILE TO STATION ON RIGHT.
 MZ2557'
 MZ2557'TO REACH AZIMUTH MARK, BOA-2 (SACGS), FROM THE STATION, GO
 MZ2557'NORTH ON U.S. HIGHWAY 9 FOR 0.25 MILE TO MARK ON RIGHT.
 MZ2557'
 MZ2557'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2557'SURVEY STAMPED BOA.  THE SURFACE DISK IS SET IN THE TOP OF A
 MZ2557'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 MZ2557'THE GROUND.  IT IS LOCATED 116.8 FEET SOUTH OF POLE NM 3, 380
 MZ2557'NYT 135, 113.9 FEET NORTHEAST OF POLE NM 32, NYT 136, AND 49 + OR
 MZ2557'- FEET SOUTH OF THE CENTERLINE OF A STREAM ALL LOCATED ON THE EAST
 MZ2557'SIDE OF U.S. HIGHWAY 9, AND 37.2 FEET SOUTHEAST OF THE
 MZ2557'CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.  THE
 MZ2557'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2557'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2557'
 MZ2557'AZIMUTH MARK, BOA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2557'COUNTY GEODETIC SURVEY STAMPED BOA-1.  IT IS SET IN THE TOP OF A
 MZ2557'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2557'THE GROUND.  IT IS LOCATED 64.9 FEET SOUTHWEST OF A 20-INCH
 MZ2557'NORWAY SPRUCE TREE, 40.4 FEET NORTHWEST OF A 22-INCH MAPLE TREE,
 MZ2557'4.2 FEET NORTH OF POLE NM 19/1D, ALL ON THE SOUTHEAST SIDE OF
 MZ2557'U.S. HIGHWAY 9 AND 49.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MZ2557'CENTER MALL OF U.S. HIGHWAY 9.
 MZ2557'
 MZ2557'AZIMUTH MARK, BOA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2557'COUNTY GEODETIC SURVEY STAMPED BOA-2.  IT IS SET IN THE TOP OF A
 MZ2557'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2557'THE GROUND.  IT IS LOCATED 41.8 FEET SOUTH OF A POLE (UNMARKED),
 MZ2557'13.4 FEET NORTHWEST OF THE CENTER OF A CONCRETE WELL COVER, 63.8
 MZ2557'FEET NORTH OF THE NORTHERN MOST STEEL GUARD RAIL, ALL ON THE
 MZ2557'EAST SIDE OF U.S. HIGHWAY 9 AND 40.7 FEET EAST OF THE
 MZ2557'CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.
 MZ2557'
 MZ2557'HEIGHT OF LIGHT ABOVE STATION MARK 0.90 METER.
 MZ2557
 MZ2557                          STATION RECOVERY (2001)
 MZ2557
 MZ2557'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2557'MARK NOT FOUND.
 MZ2557
 MZ2557                          STATION RECOVERY (2005)
 MZ2557
 MZ2557'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2705 ***********************************************************************
 KU2705  DESIGNATION -  BOAT
 KU2705  PID         -  KU2705
 KU2705  STATE/COUNTY-  NY/SUFFOLK
 KU2705  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2705
 KU2705                         *CURRENT SURVEY CONTROL
 KU2705  ___________________________________________________________________
 KU2705* NAD 83(1996)-  40 55 43.50568(N)    073 29 44.07825(W)     ADJUSTED  
 KU2705* NAVD 88     -                                                        
 KU2705  ___________________________________________________________________
 KU2705  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 KU2705  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KU2705
 KU2705  HORZ ORDER  -  THIRD
 KU2705
 KU2705.The horizontal coordinates were established by classical geodetic methods
 KU2705.and adjusted by the National Geodetic Survey in January 1999..
 KU2705
 KU2705
 KU2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2705
 KU2705.The geoid height was determined by GEOID03.
 KU2705
 KU2705;                    North         East     Units Scale Factor Converg.
 KU2705;SPC NY L     -    84,749.538   342,484.954   MT  0.99999584   +0 19 47.8
 KU2705;SPC NY L     -   278,049.11  1,123,636.05   sFT  0.99999584   +0 19 47.8
 KU2705;SPC CT       -   163,268.081   242,002.188   MT  1.00003848   -0 29 39.7
 KU2705;SPC CT       -   535,655.36    793,968.85   sFT  1.00003848   -0 29 39.7
 KU2705;UTM  18      - 4,531,937.392   626,662.493   MT  0.99979746   +0 59 08.5
 KU2705
 KU2705                          SUPERSEDED SURVEY CONTROL
 KU2705
 KU2705  NAD 83(1996)-  40 55 43.50827(N)    073 29 44.07759(W) AD(       ) 4
 KU2705  NAD 83(1992)-  40 55 43.50782(N)    073 29 44.07812(W) AD(       ) 4
 KU2705  NAD 83(1986)-  40 55 43.50772(N)    073 29 44.07969(W) AD(       ) 4
 KU2705  NAD 27      -  40 55 43.17000(N)    073 29 45.62000(W) AD(       ) 3
 KU2705
 KU2705.Superseded values are not recommended for survey control.
 KU2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2705.See file dsdata.txt to determine how the superseded data were derived.
 KU2705
 KU2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2666231937(NAD 83)
 KU2705_MARKER: 61 = POLE
 KU2705
 KU2705  HISTORY     - Date     Condition        Report By
 KU2705  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2705
 KU2705                          STATION DESCRIPTION
 KU2705
 KU2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2705'STATION IS THE CENTER OF THE RIDGEPOLE OF A SMALL, GREEN-ROOFED,
 KU2705'SUMMER HOUSE.  IT IS ON THE NW CORNER OF NW BLUFF, ON THE E SIDE
 KU2705'OF THE ENTRANCE TO COLD SPRING HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5602 ***********************************************************************
 LX5602  DESIGNATION -  BOAT HOUSE WEST GABLE
 LX5602  PID         -  LX5602
 LX5602  STATE/COUNTY-  NY/SUFFOLK
 LX5602  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5602
 LX5602                         *CURRENT SURVEY CONTROL
 LX5602  ___________________________________________________________________
 LX5602* NAD 83(1996)-  41 05 26.56836(N)    072 06 43.75640(W)     ADJUSTED  
 LX5602* NAVD 88     -                                                        
 LX5602  ___________________________________________________________________
 LX5602  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 LX5602  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LX5602
 LX5602  HORZ ORDER  -  THIRD
 LX5602
 LX5602.The horizontal coordinates were established by classical geodetic methods
 LX5602.and adjusted by the National Geodetic Survey in January 1999..
 LX5602
 LX5602
 LX5602.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5602
 LX5602.The geoid height was determined by GEOID03.
 LX5602
 LX5602;                    North         East     Units Scale Factor Converg.
 LX5602;SPC NY L     -   104,322.869   458,604.567   MT  1.00000370   +1 14 05.3
 LX5602;SPC NY L     -   342,265.95  1,504,605.15   sFT  1.00000370   +1 14 05.3
 LX5602;UTM  18      - 4,552,846.569   742,553.090   MT  1.00032414   +1 53 56.3
 LX5602
 LX5602                          SUPERSEDED SURVEY CONTROL
 LX5602
 LX5602  NAD 83(1996)-  41 05 26.56842(N)    072 06 43.75650(W) AD(       ) 4
 LX5602  NAD 83(1992)-  41 05 26.56672(N)    072 06 43.75556(W) AD(       ) 4
 LX5602  NAD 83(1986)-  41 05 26.56830(N)    072 06 43.76210(W) AD(       ) 4
 LX5602  NAD 27      -  41 05 26.20000(N)    072 06 45.49000(W) AD(       ) 3
 LX5602
 LX5602.Superseded values are not recommended for survey control.
 LX5602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5602.See file dsdata.txt to determine how the superseded data were derived.
 LX5602
 LX5602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4255352847(NAD 83)
 LX5602_MARKER: 81 = GABLE
 LX5602
 LX5602  HISTORY     - Date     Condition        Report By
 LX5602  HISTORY     - 1911     FIRST OBSERVED   CGS
 LX5602  HISTORY     - 1933     GOOD             CGS
 LX5602
 LX5602                          STATION DESCRIPTION
 LX5602
 LX5602'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5602'THE SW GABLE OF A SMALL BOATHOUSE ON THE SW SIDE OF
 LX5602'GARDINERS ISLAND.  THIS BOATHOUSE LIES ABOUT 40 FEET NW OF A
 LX5602'LARGER BUILDING ALONG THE WATERS EDGE.  IT IS DIRECTLY IN LINE
 LX5602'WITH THE S BULKHEAD OF A BOAT SLIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2887 ***********************************************************************
 KU2887  DESIGNATION -  BOATHOUSE
 KU2887  PID         -  KU2887
 KU2887  STATE/COUNTY-  NY/NASSAU
 KU2887  USGS QUAD   -  BAYVILLE (1975)
 KU2887
 KU2887                         *CURRENT SURVEY CONTROL
 KU2887  ___________________________________________________________________
 KU2887* NAD 83(1996)-  40 54 05.49102(N)    073 36 19.65973(W)     ADJUSTED  
 KU2887* NAVD 88     -                                                        
 KU2887  ___________________________________________________________________
 KU2887  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KU2887  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KU2887
 KU2887  HORZ ORDER  -  THIRD
 KU2887
 KU2887.The horizontal coordinates were established by classical geodetic methods
 KU2887.and adjusted by the National Geodetic Survey in January 1999..
 KU2887
 KU2887
 KU2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2887
 KU2887.The geoid height was determined by GEOID03.
 KU2887
 KU2887;                    North         East     Units Scale Factor Converg.
 KU2887;SPC NY L     -    81,678.551   333,243.696   MT  0.99999530   +0 15 29.0
 KU2887;SPC NY L     -   267,973.71  1,093,317.03   sFT  0.99999530   +0 15 29.0
 KU2887;SPC CT       -   160,330.305   232,717.259   MT  1.00004357   -0 34 02.0
 KU2887;SPC CT       -   526,017.01    763,506.54   sFT  1.00004357   -0 34 02.0
 KU2887;UTM  18      - 4,528,761.565   617,458.922   MT  0.99976981   +0 54 47.5
 KU2887
 KU2887                          SUPERSEDED SURVEY CONTROL
 KU2887
 KU2887  NAD 83(1996)-  40 54 05.49316(N)    073 36 19.65935(W) AD(       ) 4
 KU2887  NAD 83(1992)-  40 54 05.49244(N)    073 36 19.65928(W) AD(       ) 4
 KU2887  NAD 83(1986)-  40 54 05.49319(N)    073 36 19.66072(W) AD(       ) 4
 KU2887  NAD 27      -  40 54 05.14000(N)    073 36 21.20000(W) AD(       ) 3
 KU2887
 KU2887.Superseded values are not recommended for survey control.
 KU2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2887.See file dsdata.txt to determine how the superseded data were derived.
 KU2887
 KU2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1745928762(NAD 83)
 KU2887_MARKER: 62 = FLAGPOLE
 KU2887
 KU2887  HISTORY     - Date     Condition        Report By
 KU2887  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2887  HISTORY     - 1922     GOOD             CGS
 KU2887  HISTORY     - 1934     GOOD             CGS
 KU2887
 KU2887                          STATION DESCRIPTION
 KU2887
 KU2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (KTA)
 KU2887'STATION IS LOCATED ON THE BEACH E OF FROST CREEK AND OF PEACOCK
 KU2887'POINT, LONG ISLAND.  THIS STATION IS BADLY NAMED.  THE
 KU2887'OBJECT DETERMINED IS THE FLAGPOLE AT THE CENTER OF THE LARGE RED
 KU2887'ROOF OF THE GRAY CONCRETE CASINO OR BEACH PAVILION OF
 KU2887'MR. W. D. GUTHRIE, WHOSE LARGE RESIDENCE IS ON THE HILL SOME
 KU2887'DISTANCE TO THE SOUTHWARD.  THIS BUILDING IS NOT A BOATHOUSE,
 KU2887'HAS TWO STORIES, AND IS QUITE IMPRESSIVE ARCHITECTURALLY.  IT
 KU2887'BELONGS TO A LARGE ITALIAN VILLA SETTING BACK ON THE HILL, AND
 KU2887'JUST VISIBLE FROM THE SOUND.
 KU2887
 KU2887                          STATION RECOVERY (1934)
 KU2887
 KU2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KU2887'STATION WAS RECOVERED AS DESCRIBED.  IT IS IDENTICAL WITH
 KU2887'TOPOGRAPHIC CONTROL STATION RICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2276 ***********************************************************************
 MZ2276  DESIGNATION -  BOATHOUSE
 MZ2276  PID         -  MZ2276
 MZ2276  STATE/COUNTY-  NY/GREENE
 MZ2276  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2276
 MZ2276                         *CURRENT SURVEY CONTROL
 MZ2276  ___________________________________________________________________
 MZ2276* NAD 83(1996)-  42 19 02.01357(N)    073 47 07.70846(W)     ADJUSTED  
 MZ2276* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2276  ___________________________________________________________________
 MZ2276  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MZ2276  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2276
 MZ2276  HORZ ORDER  -  THIRD
 MZ2276
 MZ2276.The horizontal coordinates were established by classical geodetic methods
 MZ2276.and adjusted by the National Geodetic Survey in January 1999..
 MZ2276
 MZ2276.The orthometric height was scaled from a topographic map.
 MZ2276
 MZ2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2276
 MZ2276.The geoid height was determined by GEOID03.
 MZ2276
 MZ2276;                    North         East     Units Scale Factor Converg.
 MZ2276;SPC NY E     -   387,080.089   208,898.296   MT  0.99994267   +0 28 51.8
 MZ2276;SPC NY E     - 1,269,945.26    685,360.49   sFT  0.99994267   +0 28 51.8
 MZ2276;UTM  18      - 4,685,712.637   600,083.701   MT  0.99972324   +0 49 03.8
 MZ2276
 MZ2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2276!SPC NY E     -   1.00000482  x   0.99994267  =   0.99994749
 MZ2276!UTM  18      -   1.00000482  x   0.99972324  =   0.99972806
 MZ2276
 MZ2276:                Primary Azimuth Mark                     Grid Az
 MZ2276:SPC NY E     -  MIDDLE GROUND 1                          133 27 55.8
 MZ2276:UTM  18      -  MIDDLE GROUND 1                          133 07 43.8
 MZ2276
 MZ2276|---------------------------------------------------------------------|
 MZ2276| PID    Reference Object                     Distance      Geod. Az  |
 MZ2276|                                                           dddmmss.s |
 MZ2276| MZ2282 MIDDLE GROUND 1                     APPROX. 0.6 KM 1335647.6 |
 MZ2276| MZ2252 SMITHS TIPPLE                       APPROX. 0.5 KM 1725337.1 |
 MZ2276|---------------------------------------------------------------------|
 MZ2276
 MZ2276                          SUPERSEDED SURVEY CONTROL
 MZ2276
 MZ2276  NAD 83(1996)-  42 19 02.01330(N)    073 47 07.71119(W) AD(       ) 3
 MZ2276  NAD 83(1996)-  42 19 02.01318(N)    073 47 07.71105(W) AD(       ) 3
 MZ2276  NAD 83(1996)-  42 19 02.01360(N)    073 47 07.71097(W) AD(       ) 3
 MZ2276  NAD 83(1992)-  42 19 02.01379(N)    073 47 07.71076(W) AD(       ) 3
 MZ2276  NAD 83(1992)-  42 19 02.01361(N)    073 47 07.71080(W) AD(       ) 3
 MZ2276  NAD 83(1992)-  42 19 02.01569(N)    073 47 07.70847(W) AD(       ) 3
 MZ2276  NAD 83(1986)-  42 19 02.01580(N)    073 47 07.70809(W) AD(       ) 3
 MZ2276  NAD 27      -  42 19 01.70500(N)    073 47 09.26000(W) AD(       ) 3
 MZ2276
 MZ2276.Superseded values are not recommended for survey control.
 MZ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2276.See file dsdata.txt to determine how the superseded data were derived.
 MZ2276
 MZ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0008485713(NAD 83)
 MZ2276
 MZ2276  HISTORY     - Date     Condition        Report By
 MZ2276  HISTORY     - 1923     MONUMENTED       USE
 MZ2276  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2276
 MZ2276                          STATION DESCRIPTION
 MZ2276
 MZ2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2276'ON THE W SIDE OF HUDSON RIVER NEAR THE FIRST DOCK N OF LAMPHERE
 MZ2276'DOCK LIGHT MARKED BY STANDARD U.S.E. CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4441 ***********************************************************************
 KU4441  DESIGNATION -  BOATHOUSE 1930
 KU4441  PID         -  KU4441
 KU4441  STATE/COUNTY-  NY/SUFFOLK
 KU4441  USGS QUAD   -  MORICHES (1967)
 KU4441
 KU4441                         *CURRENT SURVEY CONTROL
 KU4441  ___________________________________________________________________
 KU4441* NAD 83(1996)-  40 45 15.36606(N)    072 50 08.51171(W)     ADJUSTED  
 KU4441* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU4441  ___________________________________________________________________
 KU4441  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KU4441  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4441
 KU4441  HORZ ORDER  -  SECOND
 KU4441
 KU4441.The horizontal coordinates were established by classical geodetic methods
 KU4441.and adjusted by the National Geodetic Survey in January 1999..
 KU4441
 KU4441.The orthometric height was scaled from a topographic map.
 KU4441
 KU4441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4441
 KU4441.The geoid height was determined by GEOID03.
 KU4441
 KU4441;                    North         East     Units Scale Factor Converg.
 KU4441;SPC NY L     -    65,904.207   398,318.439   MT  0.99999629   +0 45 41.6
 KU4441;SPC NY L     -   216,220.72  1,306,816.41   sFT  0.99999629   +0 45 41.6
 KU4441;UTM  18      - 4,513,732.360   682,701.977   MT  1.00001087   +1 24 47.8
 KU4441
 KU4441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4441!SPC NY L     -   1.00000501  x   0.99999629  =   1.00000130
 KU4441!UTM  18      -   1.00000501  x   1.00001087  =   1.00001588
 KU4441
 KU4441                          SUPERSEDED SURVEY CONTROL
 KU4441
 KU4441  NAD 83(1996)-  40 45 15.36768(N)    072 50 08.51253(W) AD(       ) 2
 KU4441  NAD 83(1992)-  40 45 15.36641(N)    072 50 08.51217(W) AD(       ) 2
 KU4441  NAD 83(1986)-  40 45 15.37076(N)    072 50 08.51445(W) AD(       ) 2
 KU4441  NAD 27      -  40 45 15.00000(N)    072 50 10.16000(W) AD(       ) 2
 KU4441
 KU4441.Superseded values are not recommended for survey control.
 KU4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4441.See file dsdata.txt to determine how the superseded data were derived.
 KU4441
 KU4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8270213732(NAD 83)
 KU4441_MARKER: Z = SEE DESCRIPTION
 KU4441_SETTING: 0 = UNSPECIFIED SETTING
 KU4441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4441
 KU4441  HISTORY     - Date     Condition        Report By
 KU4441  HISTORY     - 1930     MONUMENTED       CGS
 KU4441  HISTORY     - 1933     GOOD             CGS
 KU4441  HISTORY     - 1960     MARK NOT FOUND   CGS
 KU4441  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU4441  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KU4441
 KU4441                          STATION DESCRIPTION
 KU4441
 KU4441'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (AD)
 KU4441'BOATHOUSE IS A CONCRETE MONUMENT ON THE N SHORE OF NARROW BAY AT
 KU4441'A POINT ABOUT NE OF PATTERSQUASH ISLAND.  IT IS NEAR THE BOATHOUSE
 KU4441'OF JOSEPH F. KNAPP.  THE MONUMENT IS ABOUT 2 INCHES ABOVE GROUND
 KU4441'AND ABOUT 25 FEET FROM MEAN HIGH WATER LINE OF NARROW
 KU4441'BAY.  WITNESSED AS PER SKETCH.
 KU4441
 KU4441                          STATION RECOVERY (1933)
 KU4441
 KU4441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4441'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1930
 KU4441'DESCRIPTION BY W.H. HALSEY, C.E. INC.
 KU4441'
 KU4441'SEE DESCRIPTION OF NAP - 1933 FOR THE TIE-IN WITH SAME.
 KU4441
 KU4441                          STATION RECOVERY (1960)
 KU4441
 KU4441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SBC)
 KU4441'WATER IS 3 AND 1/2 FEET DEEP ON MONUMENT LOCATION WHICH IS IN
 KU4441'THE CENTER OF A BAIT WEIR AT MIKE AND WALTERS FISHING
 KU4441'STATION.  LOCATION TAKEN BY ANGLE AND DISTANCE FROM STATION
 KU4441'NAP.  STATION NOT RECOVERED.
 KU4441
 KU4441                          STATION RECOVERY (1962)
 KU4441
 KU4441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4441'NOT RECOVERED.  NO MARK COULD BE FOUND HERE.
 KU4441
 KU4441                          STATION RECOVERY (2001)
 KU4441
 KU4441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KU4441'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2711 ***********************************************************************
 KU2711  DESIGNATION -  BOATHOUSE BRICK CHIMNEY
 KU2711  PID         -  KU2711
 KU2711  STATE/COUNTY-  NY/SUFFOLK
 KU2711  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2711
 KU2711                         *CURRENT SURVEY CONTROL
 KU2711  ___________________________________________________________________
 KU2711* NAD 83(1996)-  40 54 43.13637(N)    073 29 08.56731(W)     ADJUSTED  
 KU2711* NAVD 88     -                                                        
 KU2711  ___________________________________________________________________
 KU2711  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 KU2711  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 KU2711
 KU2711  HORZ ORDER  -  THIRD
 KU2711
 KU2711.The horizontal coordinates were established by classical geodetic methods
 KU2711.and adjusted by the National Geodetic Survey in January 1999..
 KU2711
 KU2711
 KU2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2711
 KU2711.The geoid height was determined by GEOID03.
 KU2711
 KU2711;                    North         East     Units Scale Factor Converg.
 KU2711;SPC NY L     -    82,892.144   343,326.685   MT  0.99999548   +0 20 11.0
 KU2711;SPC NY L     -   271,955.31  1,126,397.63   sFT  0.99999548   +0 20 11.0
 KU2711;SPC CT       -   161,398.688   242,817.149   MT  1.00004159   -0 29 16.2
 KU2711;SPC CT       -   529,522.20    796,642.60   sFT  1.00004159   -0 29 16.2
 KU2711;UTM  18      - 4,530,090.115   627,525.252   MT  0.99980016   +0 59 30.6
 KU2711
 KU2711                          SUPERSEDED SURVEY CONTROL
 KU2711
 KU2711  NAD 83(1996)-  40 54 43.13889(N)    073 29 08.56649(W) AD(       ) 4
 KU2711  NAD 83(1992)-  40 54 43.14288(N)    073 29 08.56402(W) AD(       ) 4
 KU2711  NAD 83(1986)-  40 54 43.14391(N)    073 29 08.56669(W) AD(       ) 4
 KU2711  NAD 27      -  40 54 42.79100(N)    073 29 10.13100(W) AD(       ) 3
 KU2711
 KU2711.Superseded values are not recommended for survey control.
 KU2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2711.See file dsdata.txt to determine how the superseded data were derived.
 KU2711
 KU2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2752530090(NAD 83)
 KU2711_MARKER: 85 = CHIMNEY
 KU2711
 KU2711  HISTORY     - Date     Condition        Report By
 KU2711  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2711  HISTORY     - 1916     GOOD             CGS
 KU2711
 KU2711                          STATION DESCRIPTION
 KU2711
 KU2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2711'STATION IS ON NORTHERN END OF NARROW STRIP OF LAND KNOWN AS LLOYD
 KU2711'BEACH.
 KU2711
 KU2711                          STATION RECOVERY (1916)
 KU2711
 KU2711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2711'STATION IS ON THE BUILDING, THE CHIMNEY OF WHICH WAS DETERMINED,
 KU2711'IS NOT A BOATHOUSE BUT A LODGE OR GATE HOUSE AT THE ENTRANCE TO
 KU2711'THE ESTATE OF MR. W.J. MATHESON, ON LLOYD NECK.
 KU2711'
 KU2711'THE BUILDING, OF STONE AND BRICK, IS BUILT ACROSS THE ROAD, WHICH
 KU2711'PASSES UNDER IT THROUGH AN ARCHWAY AND CAN BE CLOSED TO TRAVEL BY
 KU2711'AN IRON GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2157 ***********************************************************************
 MZ2157  DESIGNATION -  BOATHOUSE FLAGPOLE
 MZ2157  PID         -  MZ2157
 MZ2157  STATE/COUNTY-  NY/ULSTER
 MZ2157  USGS QUAD   -  SAUGERTIES (1978)
 MZ2157
 MZ2157                         *CURRENT SURVEY CONTROL
 MZ2157  ___________________________________________________________________
 MZ2157* NAD 83(1996)-  42 05 03.00304(N)    073 56 07.92731(W)     ADJUSTED  
 MZ2157* NAVD 88     -                                                        
 MZ2157  ___________________________________________________________________
 MZ2157  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 MZ2157  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 MZ2157
 MZ2157  HORZ ORDER  -  THIRD
 MZ2157
 MZ2157.The horizontal coordinates were established by classical geodetic methods
 MZ2157.and adjusted by the National Geodetic Survey in January 1999..
 MZ2157
 MZ2157
 MZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2157
 MZ2157.The geoid height was determined by GEOID03.
 MZ2157
 MZ2157;                    North         East     Units Scale Factor Converg.
 MZ2157;SPC NY E     -   361,102.122   196,700.054   MT  0.99992683   +0 22 42.0
 MZ2157;SPC NY E     - 1,184,715.88    645,340.09   sFT  0.99992683   +0 22 42.0
 MZ2157;UTM  18      - 4,659,669.475   588,040.687   MT  0.99969537   +0 42 48.5
 MZ2157
 MZ2157                          SUPERSEDED SURVEY CONTROL
 MZ2157
 MZ2157  NAD 83(1986)-  42 05 02.99824(N)    073 56 07.93106(W) AD(       ) 4
 MZ2157  NAD 27      -  42 05 02.67400(N)    073 56 09.44500(W) AD(       ) 3
 MZ2157
 MZ2157.Superseded values are not recommended for survey control.
 MZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2157.See file dsdata.txt to determine how the superseded data were derived.
 MZ2157
 MZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8804159669(NAD 83)
 MZ2157
 MZ2157  HISTORY     - Date     Condition        Report By
 MZ2157  HISTORY     - 1934     MONUMENTED       CGS
 MZ2157  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2157
 MZ2157                          STATION DESCRIPTION
 MZ2157
 MZ2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2157'STATION IS FLAGSTAFF ON E GABLE OF BROWN 2-STORY BOATHOUSE 3/4
 MZ2157'MILE NNW OF SAUGERTIES LIGHT.
 MZ2157
 MZ2157                          STATION RECOVERY (1935)
 MZ2157
 MZ2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2157'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE SHORT WOODEN
 MZ2157'FLAGPOLE IS LOCATED ON THE BOATHOUSE AS SHOWN IN THE SKETCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2550 ***********************************************************************
 KU2550  DESIGNATION -  BOATHOUSE WEST GABLE
 KU2550  PID         -  KU2550
 KU2550  STATE/COUNTY-  NY/SUFFOLK
 KU2550  USGS QUAD   -  NORTHPORT (1979)
 KU2550
 KU2550                         *CURRENT SURVEY CONTROL
 KU2550  ___________________________________________________________________
 KU2550* NAD 83(1996)-  40 55 47.65769(N)    073 22 00.44057(W)     ADJUSTED  
 KU2550* NAVD 88     -                                                        
 KU2550  ___________________________________________________________________
 KU2550  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KU2550  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 KU2550
 KU2550  HORZ ORDER  -  THIRD
 KU2550
 KU2550.The horizontal coordinates were established by classical geodetic methods
 KU2550.and adjusted by the National Geodetic Survey in January 1999..
 KU2550
 KU2550
 KU2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2550
 KU2550.The geoid height was determined by GEOID03.
 KU2550
 KU2550;                    North         East     Units Scale Factor Converg.
 KU2550;SPC NY L     -    84,948.052   353,331.036   MT  0.99999587   +0 24 51.0
 KU2550;SPC NY L     -   278,700.40  1,159,220.24   sFT  0.99999587   +0 24 51.0
 KU2550;SPC CT       -   163,310.652   252,850.464   MT  1.00003827   -0 24 32.3
 KU2550;SPC CT       -   535,795.03    829,560.23   sFT  1.00003827   -0 24 32.3
 KU2550;UTM  18      - 4,532,259.988   637,503.630   MT  0.99983271   +1 04 12.5
 KU2550
 KU2550                          SUPERSEDED SURVEY CONTROL
 KU2550
 KU2550  NAD 83(1996)-  40 55 47.66018(N)    073 22 00.44000(W) AD(       ) 4
 KU2550  NAD 83(1992)-  40 55 47.65954(N)    073 22 00.43810(W) AD(       ) 4
 KU2550  NAD 83(1986)-  40 55 47.66137(N)    073 22 00.44116(W) AD(       ) 4
 KU2550  NAD 27      -  40 55 47.31000(N)    073 22 02.02800(W) AD(       ) 3
 KU2550
 KU2550.Superseded values are not recommended for survey control.
 KU2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2550.See file dsdata.txt to determine how the superseded data were derived.
 KU2550
 KU2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3750432260(NAD 83)
 KU2550_MARKER: 81 = GABLE
 KU2550
 KU2550  HISTORY     - Date     Condition        Report By
 KU2550  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2550
 KU2550                          STATION DESCRIPTION
 KU2550
 KU2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2550'STATION IS THE WESTERN GABLE OF A BOATHOUSE, CLOSE TO THE WATER,
 KU2550'NEAR THE NORTHWESTERN END OF THE INNER, OR NORTHPORT BAY, SIDE OF
 KU2550'ASHAROKEN BEACH (FORMERLY CALLED EAST BEACH), THE SANDY ISTHMUS
 KU2550'WHICH JOINS EATON NECK TO THE MAIN BODY OF LONG ISLAND.  THE
 KU2550'BUILDING WAS THE LAST ONE ON THAT BEACH, COUNTING IN THE DIRECTION
 KU2550'FROM NORTHPORT TOWARD DUCK ISLAND.
 KU2550'
 KU2550'IN 1916 IT WAS PAINTED A LIGHT GREEN COLOR WITH WHITE TRIMMINGS.
 KU2550'
 KU2550'STATION CARTER IS 709.3 METERS IN BEARING S 49 DEG E.
 KU2550'AND STATION DUCK ISLAND 1071.8 METERS IN BEARING S 61 DEG 14 MIN
 KU2550'22 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3182 ***********************************************************************
 LW3182  DESIGNATION -  BOATHOUSE WEST GABLE
 LW3182  PID         -  LW3182
 LW3182  STATE/COUNTY-  NY/SUFFOLK
 LW3182  USGS QUAD   -  MONTAUK POINT (1956)
 LW3182
 LW3182                         *CURRENT SURVEY CONTROL
 LW3182  ___________________________________________________________________
 LW3182* NAD 83(1996)-  41 03 16.52629(N)    071 54 26.47640(W)     ADJUSTED  
 LW3182* NAVD 88     -                                                        
 LW3182  ___________________________________________________________________
 LW3182  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LW3182  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LW3182
 LW3182  HORZ ORDER  -  THIRD
 LW3182
 LW3182.The horizontal coordinates were established by classical geodetic methods
 LW3182.and adjusted by the National Geodetic Survey in January 1999..
 LW3182
 LW3182
 LW3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3182
 LW3182.The geoid height was determined by GEOID03.
 LW3182
 LW3182;                    North         East     Units Scale Factor Converg.
 LW3182;SPC NY L     -   100,703.299   475,903.252   MT  1.00000125   +1 22 07.5
 LW3182;SPC NY L     -   330,390.74  1,561,359.25   sFT  1.00000125   +1 22 07.5
 LW3182;UTM  19      - 4,548,890.349   255,674.298   MT  1.00033477   -1 54 37.5
 LW3182
 LW3182                          SUPERSEDED SURVEY CONTROL
 LW3182
 LW3182  NAD 83(1996)-  41 03 16.52651(N)    071 54 26.47666(W) AD(       ) 4
 LW3182  NAD 83(1992)-  41 03 16.52275(N)    071 54 26.47768(W) AD(       ) 4
 LW3182  NAD 83(1986)-  41 03 16.52340(N)    071 54 26.48363(W) AD(       ) 4
 LW3182  NAD 27      -  41 03 16.15600(N)    071 54 28.24000(W) AD(       ) 3
 LW3182
 LW3182.Superseded values are not recommended for survey control.
 LW3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3182.See file dsdata.txt to determine how the superseded data were derived.
 LW3182
 LW3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5567448890(NAD 83)
 LW3182_MARKER: 81 = GABLE
 LW3182
 LW3182  HISTORY     - Date     Condition        Report By
 LW3182  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3182  HISTORY     - 1933     GOOD             CGS
 LW3182  HISTORY     - 1971     GOOD             NGS
 LW3182
 LW3182                          STATION DESCRIPTION
 LW3182
 LW3182'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3182'A LONE BOATHOUSE WAS RECOVERED IN THIS LOCALITY WHICH CHECKS
 LW3182'APPROXIMATELY THE POSITION IT SHOULD BE AS TAKEN FROM THE
 LW3182'AIR-PHOTOS.  THE BOATHOUSE IS PAINTED A BRIGHT YELLOW AND HAS
 LW3182'GREEN TRIM.  IT IS REACHED BY TURNING OFF THE MAIN CONCRETE
 LW3182'HIGHWAY (N.Y. NO.27) ON TO THE ASPHALT ROAD RUNNING ALONG THE E
 LW3182'SIDE OF GREAT POND AND CONTINUING ABOUT 0.4 MILE NORTHWARD
 LW3182'TO A POOR AUTO ROAD TURNING W AND RUNNING DOWN TO THE
 LW3182'BOATHOUSE.
 LW3182
 LW3182                          STATION RECOVERY (1971)
 LW3182
 LW3182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 LW3182'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE BUILDING
 LW3182'IS PRESENTLY OF GRAY UNPAINTED SHINGLE WITH BLUE TRIM AND DOORS AND
 LW3182'IS USED AS A SUMMER HOME.
 LW3182'
 LW3182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3182'5 MILES ENE OF MONTAUK, N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2559 ***********************************************************************
 MZ2559  DESIGNATION -  BOB
 MZ2559  PID         -  MZ2559
 MZ2559  STATE/COUNTY-  NY/SARATOGA
 MZ2559  USGS QUAD   -  ROUND LAKE (1980)
 MZ2559
 MZ2559                         *CURRENT SURVEY CONTROL
 MZ2559  ___________________________________________________________________
 MZ2559* NAD 83(1996)-  42 59 11.41779(N)    073 49 10.57244(W)     ADJUSTED  
 MZ2559* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 MZ2559  ___________________________________________________________________
 MZ2559  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MZ2559  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 MZ2559
 MZ2559  HORZ ORDER  -  SECOND
 MZ2559
 MZ2559.The horizontal coordinates were established by classical geodetic methods
 MZ2559.and adjusted by the National Geodetic Survey in January 1999..
 MZ2559
 MZ2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2559
 MZ2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2559
 MZ2559.The geoid height was determined by GEOID03.
 MZ2559
 MZ2559;                    North         East     Units Scale Factor Converg.
 MZ2559;SPC NY E     -   461,397.530   205,486.878   MT  0.99993786   +0 27 50.1
 MZ2559;SPC NY E     - 1,513,768.40    674,168.20   sFT  0.99993786   +0 27 50.1
 MZ2559;UTM  18      - 4,759,992.135   596,233.720   MT  0.99971393   +0 48 17.6
 MZ2559
 MZ2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2559!SPC NY E     -   0.99998950  x   0.99993786  =   0.99992737
 MZ2559!UTM  18      -   0.99998950  x   0.99971393  =   0.99970344
 MZ2559
 MZ2559:                Primary Azimuth Mark                     Grid Az
 MZ2559:SPC NY E     -  BOB 1                                    023 40 25.7
 MZ2559:UTM  18      -  BOB 1                                    023 19 58.2
 MZ2559
 MZ2559|---------------------------------------------------------------------|
 MZ2559| PID    Reference Object                     Distance      Geod. Az  |
 MZ2559|                                                           dddmmss.s |
 MZ2559| DA3061 BOB 1                                              0240815.8 |
 MZ2559| DA3062 BOB 2                                              2131154.6 |
 MZ2559| MZ2561 BOB A                                 8.754 METERS 31902     |
 MZ2559|---------------------------------------------------------------------|
 MZ2559
 MZ2559                          SUPERSEDED SURVEY CONTROL
 MZ2559
 MZ2559  NAD 83(1996)-  42 59 11.42043(N)    073 49 10.57358(W) AD(       ) 2
 MZ2559  NAD 83(1996)-  42 59 11.42067(N)    073 49 10.57359(W) AD(       ) 2
 MZ2559  NAD 83(1992)-  42 59 11.42142(N)    073 49 10.57322(W) AD(       ) 2
 MZ2559  NAD 83(1992)-  42 59 11.42161(N)    073 49 10.57329(W) AD(       ) 2
 MZ2559  NAD 83(1986)-  42 59 11.42229(N)    073 49 10.57228(W) AD(       ) 2
 MZ2559  NAD 27      -  42 59 11.15129(N)    073 49 12.13568(W) AD(       ) 2
 MZ2559  NGVD 29 (07/19/86)   98.0    (m)          322.     (f) VERT ANG       
 MZ2559
 MZ2559.Superseded values are not recommended for survey control.
 MZ2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2559.See file dsdata.txt to determine how the superseded data were derived.
 MZ2559
 MZ2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9623459992(NAD 83)
 MZ2559_MARKER: DD = SURVEY DISK
 MZ2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2559
 MZ2559  HISTORY     - Date     Condition        Report By
 MZ2559  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2559  HISTORY     - 20020816 MARK NOT FOUND   USPSQD
 MZ2559  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2559
 MZ2559                          STATION DESCRIPTION
 MZ2559
 MZ2559'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2559'THE STATION IS LOCATED 1.75 MILES NORTHWEST OF MALTA, 2.0 MILES
 MZ2559'SOUTHEAST OF BALLSTON SPA, AND 3.5 MILES NORTH OF ROUND LAKE IN
 MZ2559'THE TOWNSHIP OF MALTA.
 MZ2559'
 MZ2559'TO REACH THE STATION FROM THE JUNCTION OF EXIT 12 ON INTERSTATE
 MZ2559'87 AND STATE HIGHWAY 67, GO WEST ON STATE HIGHWAY 67 FOR 1.55
 MZ2559'MILES TO THE INTERSECTION OF EAST LINE ROAD.  TURN RIGHT AND GO
 MZ2559'NORTH ON EAST LINE ROAD FOR 0.25 MILE TO Y-INTERSECTION OF
 MZ2559'BROWNELL ROAD ON RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.55
 MZ2559'MILE TO AZIMUTH MARK, BOB-2 (SACGS), ON RIGHT.  CONTINUE
 MZ2559'NORTHEAST ON BROWNELL ROAD FOR 0.50 MILE TO STATION ON RIGHT.
 MZ2559'
 MZ2559'TO REACH AZIMUTH MARK, BOB-1 (SACGS), FROM THE STATION, GO
 MZ2559'NORTHEAST ON BROWNELL ROAD FOR 0.55 MILE TO MARK ON LEFT.
 MZ2559'
 MZ2559'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2559'SURVEY STAMPED BOB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2559'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2559'THE GROUND.  IT IS LOCATED 144.0 FEET EAST OF A 24-INCH POPLAR
 MZ2559'TREE, 129.2 FEET SOUTHEAST OF A 40-INCH POPLAR TREE BOTH ON THE
 MZ2559'NORTHWEST SIDE OF BROWNELL ROAD, 118.2 FEET SOUTHWEST OF POLE
 MZ2559'(UNMARKED) ON THE SOUTHEAST SIDE OF BROWNELL ROAD AND 13.0 FEET
 MZ2559'SOUTHEAST OF THE CENTERLINE OF BROWNELL ROAD.  THE UNDERGROUND
 MZ2559'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 MZ2559'INCHES BELOW THE GROUND.
 MZ2559'
 MZ2559'AZIMUTH MARK BOB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2559'COUNTY GEODETIC SURVEY STAMPED BOB-1.  IT IS SET IN THE TOP OF A
 MZ2559'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2559'THE GROUND.  IT IS LOCATED 79.5 FEET SOUTHWEST OF A 36-INCH
 MZ2559'MAPLE TREE, 40.5 FEET NORTHWEST OF A 36-INCH MAPLE TREE, BOTH ON
 MZ2559'THE SOUTHEAST SIDE OF BROWNELL ROAD, 5.8 FEET SOUTHEAST OF POLE
 MZ2559'8, ON THE NORTHWEST SIDE OF BROWNELL ROAD AND 17.6 FEET
 MZ2559'NORTHWEST OF THE CENTERLINE OF BROWNELL ROAD.
 MZ2559'
 MZ2559'AZIMUTH MARK, BOB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2559'COUNTY GEODETIC SURVEY STAMPED BOB-2.  IT IS SET IN THE TOP OF A
 MZ2559'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2559'THE GROUND.  IT IS LOCATED 50.0 FEET NORTHEAST OF THE NORTHEAST
 MZ2559'RANGE LINE OF A BARN, 27.0 FEET SOUTHWEST OF POLE 21, 9.6 FEET
 MZ2559'WEST OF A 20-INCH ELM TREE, ALL LOCATED ON THE SOUTHEAST SIDE OF
 MZ2559'BROWNELL ROAD AND 14.2 FEET SOUTHEAST OF THE CENTERLINE OF
 MZ2559'BROWNELL ROAD.
 MZ2559'
 MZ2559'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 MZ2559
 MZ2559                          STATION RECOVERY (2002)
 MZ2559
 MZ2559'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2559'MARK NOT FOUND.
 MZ2559
 MZ2559                          STATION RECOVERY (2005)
 MZ2559
 MZ2559'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1623 ***********************************************************************
 OD1623  DESIGNATION -  BOC
 OD1623  PID         -  OD1623
 OD1623  STATE/COUNTY-  NY/SARATOGA
 OD1623  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1623
 OD1623                         *CURRENT SURVEY CONTROL
 OD1623  ___________________________________________________________________
 OD1623* NAD 83(1996)-  43 00 15.19177(N)    073 47 24.91917(W)     ADJUSTED  
 OD1623* NAVD 88     -        80.6    (meters)     264.     (feet)  VERTCON   
 OD1623  ___________________________________________________________________
 OD1623  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OD1623  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 OD1623
 OD1623  HORZ ORDER  -  SECOND
 OD1623
 OD1623.The horizontal coordinates were established by classical geodetic methods
 OD1623.and adjusted by the National Geodetic Survey in January 1999..
 OD1623
 OD1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1623
 OD1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1623
 OD1623.The geoid height was determined by GEOID03.
 OD1623
 OD1623;                    North         East     Units Scale Factor Converg.
 OD1623;SPC NY E     -   463,385.147   207,863.626   MT  0.99994118   +0 29 02.7
 OD1623;SPC NY E     - 1,520,289.44    681,965.91   sFT  0.99994118   +0 29 02.7
 OD1623;UTM  18      - 4,761,993.417   598,598.069   MT  0.99971959   +0 49 30.6
 OD1623
 OD1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1623!SPC NY E     -   0.99999220  x   0.99994118  =   0.99993338
 OD1623!UTM  18      -   0.99999220  x   0.99971959  =   0.99971179
 OD1623
 OD1623:                Primary Azimuth Mark                     Grid Az
 OD1623:SPC NY E     -  BOC 1                                    002 43 37.3
 OD1623:UTM  18      -  BOC 1                                    002 23 09.4
 OD1623
 OD1623|---------------------------------------------------------------------|
 OD1623| PID    Reference Object                     Distance      Geod. Az  |
 OD1623|                                                           dddmmss.s |
 OD1623| DA3063 BOC 1                                              0031240.0 |
 OD1623| OD1622 BOC A SACGS 1973                     14.684 METERS 14006     |
 OD1623| DA3064 BOC 2                                              1852816.5 |
 OD1623|---------------------------------------------------------------------|
 OD1623
 OD1623                          SUPERSEDED SURVEY CONTROL
 OD1623
 OD1623  NAD 83(1996)-  43 00 15.19441(N)    073 47 24.92031(W) AD(       ) 2
 OD1623  NAD 83(1996)-  43 00 15.19465(N)    073 47 24.92032(W) AD(       ) 2
 OD1623  NAD 83(1992)-  43 00 15.19537(N)    073 47 24.91992(W) AD(       ) 2
 OD1623  NAD 83(1992)-  43 00 15.19557(N)    073 47 24.91999(W) AD(       ) 2
 OD1623  NAD 83(1986)-  43 00 15.19619(N)    073 47 24.91899(W) AD(       ) 2
 OD1623  NAD 27      -  43 00 14.92557(N)    073 47 26.48579(W) AD(       ) 2
 OD1623  NGVD 29 (07/19/86)   80.8    (m)          265.     (f) VERT ANG       
 OD1623
 OD1623.Superseded values are not recommended for survey control.
 OD1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1623.See file dsdata.txt to determine how the superseded data were derived.
 OD1623
 OD1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9859861993(NAD 83)
 OD1623_MARKER: DD = SURVEY DISK
 OD1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1623+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1623
 OD1623  HISTORY     - Date     Condition        Report By
 OD1623  HISTORY     - 1973     MONUMENTED       NY-091
 OD1623  HISTORY     - 20010804 GOOD             USPSQD
 OD1623  HISTORY     - 20020805 GOOD             USPSQD
 OD1623  HISTORY     - 20030806 GOOD             USPSQD
 OD1623  HISTORY     - 20040807 GOOD             USPSQD
 OD1623  HISTORY     - 20050807 GOOD             USPSQD
 OD1623  HISTORY     - 20060829 GOOD             USPSQD
 OD1623
 OD1623                          STATION DESCRIPTION
 OD1623
 OD1623'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1623'THE STATION IS LOCATED 2.5 MILES NORTH OF MALTA, 3.0 MILES EAST
 OD1623'OF BALLSTON SPA, AND 5.5 MILES SOUTH OF SARATOGA SPRINGS IN THE
 OD1623'TOWNSHIP OF MALTA.
 OD1623'
 OD1623'TO REACH THE STATION FROM THE JUNCTION OF EXIT 13, INTERSTATE
 OD1623'87 AND U.S. HIGHWAY 9, GO SOUTH OF U.S. HIGHWAY 9 FOR 0.70 MILE
 OD1623'TO AZIMUTH MARK, BOC-1 (SACGS), ON LEFT.  CONTINUE SOUTH ON
 OD1623'U.S. HIGHWAY 9 FOR 0.50 MILE TO STATION ON LEFT.
 OD1623'
 OD1623'TO REACH AZIMUTH MARK, BOC-2 (SACGS), FROM THE STATION, GO
 OD1623'SOUTH ON U.S. HIGHWAY 9 FOR 0.60 MILE TO MARK ON RIGHT.
 OD1623'
 OD1623'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1623'SURVEY STAMPED BOC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1623'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1623'GROUND.  IT IS LOCATED 95.0 FEET SOUTH OF THE SOUTH RANGE LINE
 OD1623'OF A RED HOUSE, 35.9 FEET SOUTHWEST OF POLE NM 73/1, NYT 2, 31.5
 OD1623'FEET WEST OF THE WEST POST OF THE MALTA DRIVE-IN SIGN, ALL ON
 OD1623'THE EAST SIDE OF U.S. HIGHWAY 9 AND 42.7 FEET EAST OF THE
 OD1623'CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.  THE
 OD1623'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1623'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1623'
 OD1623'AZIMUTH MARK, BOC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1623'COUNTY GEODETIC SURVEY STAMPED BOC-1.  IT IS SET IN THE TOP OF A
 OD1623'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1623'THE GROUND.  IT IS LOCATED 66.2 FEET SOUTHWEST OF A 24-INCH
 OD1623'SILVER MAPLE TREE, 33.9 FEET NORTHWEST OF A 20-INCH SUGAR MAPLE
 OD1623'TREE, 5.6 FEET WEST OF POLE NM 87, NYT 87, ALL ON THE EAST SIDE
 OD1623'OF U.S. HIGHWAY 9 AND 40.7 FEET EAST OF THE CENTERLINE OF THE
 OD1623'CENTER MALL OF U.S. HIGHWAY 9.
 OD1623'
 OD1623'AZIMUTH MARK, BOC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1623'COUNTY GEODETIC SURVEY STAMPED BOC-2.  IT IS SET IN THE TOP OF A
 OD1623'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1623'THE GROUND.  IT IS LOCATED 61.1 FEET NORTHEAST OF POLE NM 59S,
 OD1623'67.8 FEET NORTHEAST OF A GUY WIRE ATTACHED TO THE AFOREMENTIONED
 OD1623'POLE, 146.8 FEET SOUTHEAST OF THE EASTERN MOST POST OF A SIGN
 OD1623'(CAMPERS WELCOME) ALL ON THE WEST SIDE OF U.S. HIGHWAY 9 AND
 OD1623'42.0 FEET WEST OF THE CENTERLINE OF THE CENTER MALL OF U.S.
 OD1623'HIGHWAY 9.
 OD1623'
 OD1623'HEIGHT OF LIGHT ABOVE STATION MARK 1.21 METERS.
 OD1623
 OD1623                          STATION RECOVERY (2001)
 OD1623
 OD1623'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1623'RECOVERED IN GOOD CONDITION.
 OD1623
 OD1623                          STATION RECOVERY (2002)
 OD1623
 OD1623'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1623'RECOVERED IN GOOD CONDITION.
 OD1623
 OD1623                          STATION RECOVERY (2003)
 OD1623
 OD1623'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1623'RECOVERED IN GOOD CONDITION.
 OD1623
 OD1623                          STATION RECOVERY (2004)
 OD1623
 OD1623'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1623'RECOVERED IN GOOD CONDITION.
 OD1623
 OD1623                          STATION RECOVERY (2005)
 OD1623
 OD1623'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1623'RECOVERED IN GOOD CONDITION.
 OD1623
 OD1623                          STATION RECOVERY (2006)
 OD1623
 OD1623'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3473 ***********************************************************************
 KV3473  DESIGNATION -  BOGART
 KV3473  PID         -  KV3473
 KV3473  STATE/COUNTY-  NY/RICHMOND
 KV3473  USGS QUAD   -  THE NARROWS (1981)
 KV3473
 KV3473                         *CURRENT SURVEY CONTROL
 KV3473  ___________________________________________________________________
 KV3473* NAD 83(1996)-  40 36 07.65545(N)    074 06 56.63833(W)     ADJUSTED  
 KV3473* NAVD 88     -       118.652  (meters)     389.28   (feet)  ADJUSTED  
 KV3473  ___________________________________________________________________
 KV3473  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KV3473  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV3473  DYNAMIC HT  -         118.605 (meters)     389.12  (feet)  COMP
 KV3473  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 KV3473
 KV3473  HORZ ORDER  -  FIRST
 KV3473  VERT ORDER  -  FIRST     CLASS II
 KV3473
 KV3473.The horizontal coordinates were established by classical geodetic methods
 KV3473.and adjusted by the National Geodetic Survey in January 1999..
 KV3473
 KV3473.The orthometric height was determined by differential leveling
 KV3473.and adjusted by the National Geodetic Survey in June 1991..
 KV3473
 KV3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3473
 KV3473.The geoid height was determined by GEOID03.
 KV3473
 KV3473.The dynamic height is computed by dividing the NAVD 88
 KV3473.geopotential number by the normal gravity value computed on the
 KV3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3473.degrees latitude (g = 980.6199 gals.).
 KV3473
 KV3473.The modeled gravity was interpolated from observed gravity values.
 KV3473
 KV3473;                    North         East     Units Scale Factor Converg.
 KV3473;SPC NY L     -    48,362.272   290,204.438   MT  1.00000422   -0 04 32.5
 KV3473;SPC NY L     -   158,668.55    952,112.39   sFT  1.00000422   -0 04 32.5
 KV3473;SPC NJ       -   196,439.080   182,520.803   MT  0.99991301   +0 15 00.3
 KV3473;SPC NJ       -   644,483.88    598,820.33   sFT  0.99991301   +0 15 00.3
 KV3473;SPC NY E     -   196,439.080   182,520.803   MT  0.99991301   +0 15 00.3
 KV3473;SPC NY E     -   644,483.88    598,820.33   sFT  0.99991301   +0 15 00.3
 KV3473;UTM  18      - 4,494,966.594   574,814.082   MT  0.99966889   +0 34 31.8
 KV3473
 KV3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3473!SPC NY L     -   0.99998643  x   1.00000422  =   0.99999065
 KV3473!SPC NJ       -   0.99998643  x   0.99991301  =   0.99989944
 KV3473!SPC NY E     -   0.99998643  x   0.99991301  =   0.99989944
 KV3473!UTM  18      -   0.99998643  x   0.99966889  =   0.99965533
 KV3473
 KV3473:                Primary Azimuth Mark                     Grid Az
 KV3473:SPC NY L     -  EMPIRE STATE BUILDING                    034 07 39.1
 KV3473:SPC NJ       -  EMPIRE STATE BUILDING                    033 48 06.3
 KV3473:SPC NY E     -  EMPIRE STATE BUILDING                    033 48 06.3
 KV3473:UTM  18      -  EMPIRE STATE BUILDING                    033 28 34.8
 KV3473
 KV3473|---------------------------------------------------------------------|
 KV3473| PID    Reference Object                     Distance      Geod. Az  |
 KV3473|                                                           dddmmss.s |
 KV3473| KU3602 EMPIRE STATE BUILDING               APPROX.19.6 KM 0340306.6 |
 KV3473| KV4361 MANHATTAN WOOLWORTH BLDG TWR        APPROX.15.3 KM 0363441.1 |
 KV3473| KV4364 MANHATTAN BANK TRUST BLDG           APPROX.14.7 KM 0373444.7 |
 KV3473| KV4363 DOHERTY BLDG TALL BLDG RED LT       APPROX.14.8 KM 0381439.8 |
 KV3473| KV4491 DOVER 1931                          APPROX. 7.0 KM 0822815.7 |
 KV3473| KV3474 BOGART RM 1                          24.575 METERS 09413     |
 KV3473| KV0479 BOGART 2                             89.394 METERS 09414     |
 KV3473| KU3445 CONEY IS HALF MOON HOTEL BLDG       APPROX.10.8 KM 1080349.4 |
 KV3473| KV4480 HOFFMAN ISLAND CHIMNEY              APPROX. 5.8 KM 1163235.1 |
 KV3473| KV3472 BOGART RM 2                          33.168 METERS 22159     |
 KV3473| KV4600 BRICK SMKSTK 1 MI SW BOGART         APPROX. 2.4 KM 2335842.4 |
 KV3473| KV0478 BOGART RM 3 AZIMUTH                                2765251.5 |
 KV3473| KV4822 LINDEN AERO BEACON                  APPROX.12.3 KM 2795349.0 |
 KV3473| KV4701 LINDEN STAND OIL ACID PLT CHIM      APPROX. 8.2 KM 2890346.8 |
 KV3473| KV4697 GOETHALS BRIDGE W BRIDGE HEAD       APPROX. 7.9 KM 2983922.0 |
 KV3473|---------------------------------------------------------------------|
 KV3473
 KV3473                          SUPERSEDED SURVEY CONTROL
 KV3473
 KV3473  NAD 83(1986)-  40 36 07.65546(N)    074 06 56.63749(W) AD(       ) 1
 KV3473  NAD 27      -  40 36 07.28100(N)    074 06 58.12500(W) AD(       ) 1
 KV3473  NGVD 29 (04/16/92)  118.982  (m)          390.36   (f) ADJUSTED    1 2
 KV3473
 KV3473.Superseded values are not recommended for survey control.
 KV3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3473.See file dsdata.txt to determine how the superseded data were derived.
 KV3473
 KV3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7481494967(NAD 83)
 KV3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3473+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2000
 KV3473
 KV3473  HISTORY     - Date     Condition        Report By
 KV3473  HISTORY     - 1885     MONUMENTED       CGS
 KV3473  HISTORY     - 1903     SEE DESCRIPTION  CGS
 KV3473  HISTORY     - 1932     GOOD             CGS
 KV3473  HISTORY     - 1932     GOOD             CGS
 KV3473  HISTORY     - 1932     GOOD             CGS
 KV3473  HISTORY     - 1933     GOOD             CGS
 KV3473  HISTORY     - 1935     GOOD             CGS
 KV3473  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KV3473  HISTORY     - 20001223 GOOD             PORANY
 KV3473
 KV3473                          STATION DESCRIPTION
 KV3473
 KV3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV3473'THIS STATION IS THE NW CORNER OF OCEAN TERRACE AND TOAD HILL
 KV3473'ROAD, CASTLETON CORNER, BOROUGH OF RICHMOND, NEW YORK CITY,
 KV3473'N.Y.
 KV3473'
 KV3473'THE STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS
 KV3473'MARKING BOLT SET IN A 6- BY 6- BY 24-INCH GRANITE POST SET IN
 KV3473'3- BY 3- BY 4-FOOT CONCRETE.  THE EXACT POINT IS A SMALL HOLE
 KV3473'1/100 FOOT IN DIAMETER DRILLED IN TOP OF BOLT.
 KV3473'
 KV3473'LAND WAS BOUGHT BY THE CITY OF NEW YORK AND A TRIPOD AND
 KV3473'SCAFFOLD 78 FEET HIGH ERECTED OVER A BOTTLE MARKING OLD
 KV3473'STATION.  THE STATION WHEN RECOVERED WAS ABOUT 1 FOOT 6 INCHES
 KV3473'BELOW SURFACE (NECK DOWNWARD).  THE EARTH AROUND THE BOTTLE
 KV3473'SEEMED VERY SOFT, SHOWING EVIDENCE OF HAVING BEEN UNCOVERED
 KV3473'AT SOME RECENT TIME FOR BELOW THE TOP IT IS BADLY
 KV3473'CRACKED.  UPON OCCUPATION OF THE SIGNAL THE TRIPOD WAS FOUND TO
 KV3473'HAVE SETTLED.  THE AMOUNT IS NOTED IN THE OBSERVATIONS.
 KV3473
 KV3473                          STATION RECOVERY (1932)
 KV3473
 KV3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (FLG)
 KV3473'STATION RECOVERED AS MARKED, WITH FOLLOWING EXCEPTIONS AND
 KV3473'ADDITIONS TO THE ORIGINAL DESCRIPTION--
 KV3473'
 KV3473'TOAD HILL ROAD IS ERRONEOUS.  THE NAME SHOULD READ TODT HILL
 KV3473'ROAD.
 KV3473'
 KV3473'THE MARK IS 15 PACES N OF THE CENTER LINE OF OCEAN TERRACE AND
 KV3473'74 PACES W OF THE CENTER LINE OF TODT HILL ROAD.  AT THE NW
 KV3473'CORNER OF THE INTERSECTION OF OCEAN TERRACE AND TODT HILL ROAD,
 KV3473'THERE IS A LARGE SIGN READING, HIGHEST POINT ON THE ATLANTIC
 KV3473'COAST.
 KV3473
 KV3473                          STATION RECOVERY (1932)
 KV3473
 KV3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV3473'STATION RECOVERED AS DESCRIBED AND RE-MARKED.  STATION IS
 KV3473'LOCATED IN THE FIELD 15 PACES N OF THE CENTER LINE OF OCEAN
 KV3473'TERRACE AND 74 PACES W OF THE INTERSECTION OF THE TWO ROADS.  A
 KV3473'STANDARD DISK REPLACED THE OLD MARK WHICH WAS A BRASS MARKING
 KV3473'BOLT SET IN A 6- BY 6- BY 24-INCH GRANITE POST.
 KV3473'
 KV3473'THREE NEW REFERENCE MARKS, STANDARD DISKS SET IN CONCRETE AS
 KV3473'DESCRIBED WERE SET.
 KV3473'
 KV3473'REFERENCE MARK NO.1 IS 8.7 METERS N OF OCEAN TERRACE ROAD, AND
 KV3473'REFERENCE MARK NO.2 IS 5 METERS S OF OCEAN TERRACE ROAD.  THE
 KV3473'STATION MARK IS 13.6 METERS N OF OCEAN TERRACE ROAD.
 KV3473'
 KV3473'REFERENCE MARK NO.3 (AZIMUTH MARK) IS APPROXIMATELY 1/3 OF A
 KV3473'MILE N OF THE STATION, 23 FEET W OF MANOR ROAD, AND 51 FEET
 KV3473'FROM THE INTERSECTION OF BOGART AVENUE AND MANOR ROAD.
 KV3473'
 KV3473'TO REACH FROM THE FERRY LANDING AT ST. GEORGE, STATEN ISLAND,
 KV3473'TURN LEFT ON BAY STREET AND GO 0.6 MILE TO VICTORY BOULEVARD.  GO
 KV3473'W ON THE LATTER 3.1 MILES TO TODT HILL ROAD, TURN LEFT HERE,
 KV3473'GO S 0.9 MILE TO ITS INTERSECTION WITH OCEAN TERRACE, AT THE NW
 KV3473'CORNER OF THE INTERSECTION THERE IS A SIGN READING HIGHEST POINT
 KV3473'ON THE ATLANTIC COAST.
 KV3473
 KV3473                          STATION RECOVERY (1932)
 KV3473
 KV3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3473'STATION RECOVERED IN FAIR CONDITION FROM THE ORIGINAL
 KV3473'DESCRIPTION.  THE OLD-STYLE C. AND G.S. BRASS BOLT ORIGINALLY
 KV3473'MARKING THIS STAION HAS BEEN REMOVED.
 KV3473'
 KV3473'A COMPLETE DESCRIPTION FOLLOWS--
 KV3473'
 KV3473'THIS STATION IS LOCATED NEAR THE TOP OF TODT HILL (THE HIGHEST
 KV3473'PART OF STATEN ISLAND), 13.7 METERS N OF THE CENTER LINE OF
 KV3473'OCEAN TERRACE, AND 73.3 METERS W OF THE CENTER LINE OF TODT HILL
 KV3473'ROAD.
 KV3473'
 KV3473'STATION IS NOW MARKED BY 1-INCH DRILL HOLE ATOP THE 6- BY
 KV3473'6- BY 24-INCH GRANITE POST SET IN A 3- BY 3- BY 4-FOOT MASS OF
 KV3473'CONCRETE FLUSH WITH GROUND SURFACE.  A BOROUGH PRIMARY TRAVERSE
 KV3473'MONUMENT (NO. 30) IS 142 METERS E OF THE CENTER LINE OF TODT
 KV3473'HILL ROAD AND 8.5 METERS S OF THE CENTER LINE OF OCEAN TERRACE.
 KV3473
 KV3473                          STATION RECOVERY (1933)
 KV3473
 KV3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV3473'STATION FOUND AS DESCRIBED BY 1932 DESCRIPTION OF C. D. MEANEY IN
 KV3473'GOOD CONDITION.
 KV3473
 KV3473                          STATION RECOVERY (1935)
 KV3473
 KV3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV3473'STATION AND THE THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 KV3473'CONDITION.
 KV3473'
 KV3473'THE FOLLOWING ADDITIONS SHOULD BE NOTED--
 KV3473'
 KV3473'THE STATION MARK IS 25 PACES NW OF POLE NO. J 5012, AND ABOUT
 KV3473'25 PACES ENE OF A FIRE PLUG.
 KV3473'
 KV3473'REFERENCE MARK NO.1 WAS RECOVERED AS DESCRIBED.
 KV3473'
 KV3473'REFERENCE MARK NO.2 IS 16 PACES SSW OF A FIRE PLUG, AND
 KV3473'3 PACES SSE OF POLE NO.J 5011.  MARK IS OTHERWISE AS
 KV3473'DESCRIBED.
 KV3473'
 KV3473'AZIMUTH MARK (REFERENCE MARK NO.3) IS 15 PACES NW OF A
 KV3473'MANHOLE WITH THE LETTERS CITY MONUMENT 15 PACES NW OF THE
 KV3473'CENTER OF THE INTERSECTION OF BOLIVAR STREET AND MANOR ROAD, 11
 KV3473'PACES SSW OF POLE NO. 84 AND 8 PACES W OF THE CENTER LINE OF
 KV3473'MANOR ROAD.  THE MARK IS VISIBLE FROM THE GROUND WITH CLEARING.
 KV3473'
 KV3473'TO REACH THE STATION FROM THE E SIDE OF OUTERBRIDGE CROSSING
 KV3473'ON STATEN ISLAND FOLLOW THE PAVED ROAD AROUND THE TRAFFIC
 KV3473'CIRCLE TO THE ROAD LEADING STRAIGHT FROM THE BRIDGE (E) UNTIL
 KV3473'SIGN WILL BE SEEN AMBOY ROAD, FOLLOW AMBOY ROAD A TOTAL DISTANCE
 KV3473'OF 7.7 MILES FROM THE E END OF OUTERBRIDGE TO WHERE AMBOY ROAD
 KV3473'RUNS INTO RICHMOND ROAD, BEAR SLIGHTLY RIGHT ON RICHMOND ROAD
 KV3473'FOR 0.6 MILE TO MORAVIAN CEMETERY ON THE LEFT AND TODT HILL
 KV3473'ROAD LEFT, HERE TURN LEFT AROUND THE CEMETERY ON TODT
 KV3473'HILL ROAD FOR 1.7 MILES TO OCEAN TERRACE (A CROSS STREET)
 KV3473'AND A SIGN WELCOME TO THE HIGHEST POINT ON THE ATLANTIC
 KV3473'SEABOARD, HERE TURN LEFT ON OCEAN TERRACE FOR ABOUT 100
 KV3473'YARDS TO THE STATION ON THE RIGHT.
 KV3473
 KV3473                          STATION RECOVERY (1965)
 KV3473
 KV3473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV3473'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 KV3473'CONDITION.
 KV3473'
 KV3473'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT
 KV3473'FOUND.  A ONE-HOUR SEARCH BY TWO MEN WAS MADE FOR THE MARK.
 KV3473'
 KV3473'THE 1935 MEASUREMENTS TO THE REFERENCE MARKS CHECKED.
 KV3473'
 KV3473'THE DIRECTIONS TO THE REFERENCE MARKS COULD NOT BE CHECKED DUE
 KV3473'TO LACK OF AN AZIMUTH MARK.  A DIFFERENCE OF 49 SECONDS WAS
 KV3473'FOUND IN THE ANGLE MEASUREMENT BETWEEN THE REFERENCE MARKS,
 KV3473'USING THE 1932 OBSERVATIONS.  AND A DIFFERENCE OF 1 MINUTE AND
 KV3473'12 SECONDS DIFFERENCE WAS FOUND, USING THE 1935 OBSERVATIONS.
 KV3473'
 KV3473'THIS STATION WAS DESTROYED AT THIS TIME AFTER BOGART 2 1965
 KV3473'AND REFERENCE MARKS 4 AND 5 WERE ESTABLISHED.
 KV3473
 KV3473                          STATION RECOVERY (2000)
 KV3473
 KV3473'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV3473'MONUMENT IS OF WHITE MARBLE WITH STAINLESS STEEL BOLT IN CENTER.  BOLT
 KV3473'HAS A TRIANGLE AND A CENTERING DOT.  THERE IS A BOXCUT ON ONE SIDE AND
 KV3473'A BRASS BOLT CEMENTED TO A CORNER.  BOTH ARE LISTED IN 'SPIRIT
 KV3473'LEVELING OF PRECISION ABOUT NEW YORK CITY, 1909 - 1914' PUBLISHED BY
 KV3473'THE BOARD OF ESTIMATE AND APPORTIONMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0479 ***********************************************************************
 KV0479  DESIGNATION -  BOGART 2
 KV0479  PID         -  KV0479
 KV0479  STATE/COUNTY-  NY/RICHMOND
 KV0479  USGS QUAD   -  THE NARROWS (1981)
 KV0479
 KV0479                         *CURRENT SURVEY CONTROL
 KV0479  ___________________________________________________________________
 KV0479* NAD 83(1996)-  40 36 07.44163(N)    074 06 52.84644(W)     ADJUSTED  
 KV0479* NAVD 88     -       119.14   (+/-2cm)     390.9    (feet)  VERTCON   
 KV0479  ___________________________________________________________________
 KV0479  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 KV0479  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0479
 KV0479  HORZ ORDER  -  SECOND
 KV0479  VERT ORDER  -  THIRD (See Below)
 KV0479
 KV0479.The horizontal coordinates were established by classical geodetic methods
 KV0479.and adjusted by the National Geodetic Survey in January 1999..
 KV0479.No horizontal observational check was made to the station.
 KV0479
 KV0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0479.The vertical order pertains to the NGVD 29 superseded value.
 KV0479
 KV0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0479
 KV0479.The geoid height was determined by GEOID03.
 KV0479
 KV0479;                    North         East     Units Scale Factor Converg.
 KV0479;SPC NY L     -    48,355.559   290,293.580   MT  1.00000422   -0 04 30.0
 KV0479;SPC NY L     -   158,646.53    952,404.85   sFT  1.00000422   -0 04 30.0
 KV0479;SPC NJ       -   196,432.874   182,609.974   MT  0.99991309   +0 15 02.8
 KV0479;SPC NJ       -   644,463.52    599,112.89   sFT  0.99991309   +0 15 02.8
 KV0479;SPC NY E     -   196,432.874   182,609.974   MT  0.99991309   +0 15 02.8
 KV0479;SPC NY E     -   644,463.52    599,112.89   sFT  0.99991309   +0 15 02.8
 KV0479;UTM  18      - 4,494,960.897   574,903.265   MT  0.99966906   +0 34 34.3
 KV0479
 KV0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0479!SPC NY L     -   0.99998636  x   1.00000422  =   0.99999058
 KV0479!SPC NJ       -   0.99998636  x   0.99991309  =   0.99989945
 KV0479!SPC NY E     -   0.99998636  x   0.99991309  =   0.99989945
 KV0479!UTM  18      -   0.99998636  x   0.99966906  =   0.99965542
 KV0479
 KV0479|---------------------------------------------------------------------|
 KV0479| PID    Reference Object                     Distance      Geod. Az  |
 KV0479|                                                           dddmmss.s |
 KV0479| KV0480 BOGART 2 RM 4                        23.420 METERS 05236     |
 KV0479| KV0481 BOGART 2 RM 5                        23.421 METERS 14831     |
 KV0479| KV3473 BOGART                               89.394 METERS 27414     |
 KV0479| KV4714 ELIZABETH EAST SPIRE                APPROX. 8.2 KM 3122723.5 |
 KV0479|---------------------------------------------------------------------|
 KV0479
 KV0479                          SUPERSEDED SURVEY CONTROL
 KV0479
 KV0479  NAD 83(1986)-  40 36 07.44167(N)    074 06 52.84563(W) AD(       ) 2
 KV0479  NAD 27      -  40 36 07.06722(N)    074 06 54.33322(W) AD(       ) 2
 KV0479  NGVD 29 (??/??/??)  119.47   (m)          392.0    (f) RESET       3  
 KV0479
 KV0479.Superseded values are not recommended for survey control.
 KV0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0479.See file dsdata.txt to determine how the superseded data were derived.
 KV0479
 KV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7490394961(NAD 83)
 KV0479_MARKER: DS = TRIANGULATION STATION DISK
 KV0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0479_STAMPING: BOGART 2 1965
 KV0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0479+STABILITY: SURFACE MOTION
 KV0479
 KV0479  HISTORY     - Date     Condition        Report By
 KV0479  HISTORY     - 1965     MONUMENTED       CGS
 KV0479  HISTORY     - 1965     GOOD             CGS
 KV0479  HISTORY     - 1978     GOOD             NGS
 KV0479  HISTORY     - 1978     GOOD             NGS
 KV0479  HISTORY     - 1985     GOOD             USPSQD
 KV0479
 KV0479                          STATION DESCRIPTION
 KV0479
 KV0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV0479'THE STATION IS LOCATED ON TODT HILL, ON STATEN ISLAND, IN THE
 KV0479'SOUTHEAST ANGLE OF THE INTERSECTION OF TODT HILL RD. WITH OCEAN
 KV0479'TERRACE (PRESENTLY EXISTING) AND JUST EAST OF A LARGE PROPOSED
 KV0479'INTERCHANGE, IN THE FRONT LAWN OF A MR. CROHL.  IT IS 120.9 FEET
 KV0479'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK GARAGE,
 KV0479'ATTACHED TO MR. CROHLS HOUSE, 61.2 FEET SOUTHWEST OF THE
 KV0479'APPROXIMATE CENTERLINE OF A MACADAM DRIVEWAY, 39.7 FEET
 KV0479'SOUTH OF A FIRE HYDRANT, 30.7 FEET SOUTHEAST OF A MANHOLE
 KV0479'COVER, 13-1/2 FEET NORTH-NORTHEAST OF A 14-INCH GUM TREE
 KV0479'AND 12-1/2 FEET NORTHWEST OF THE WEST ONE OF TWO 7-INCH GUM
 KV0479'TREES.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 KV0479'STAMPED BOGART 2 1965.
 KV0479'
 KV0479'REFERENCE MARK NO. 4 IS SET IN A DRILLHOLE IN A 3 X 5-FOOT
 KV0479'GRANITE BOULDER WHICH PROJECTS 2 FEET.  IT IS 15-1/2 FEET
 KV0479'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE MACADAM DRIVEWAY
 KV0479'AND 71-1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 KV0479'GARAGE.  THE DISK IS STAMPED BOGART 2 NO. 4 1965.
 KV0479'
 KV0479'REFERENCE MARK NO. 5 IS 96.3 FEET WEST-NORTHWEST OF THE SOUTHWEST
 KV0479'CORNER OF MR. CROHLS HOUSE, 65 FEET SOUTHWEST OF THE SOUTHWEST
 KV0479'EDGE OF THE DRIVEWAY AND 20 FEET NORTHWEST OF A 2-FOOT BLACKOAK
 KV0479'TREE.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 KV0479'STAMPED BOGART 2 NO. 5 1965.
 KV0479'
 KV0479'TO REACH THE STATION FROM TODT HILL ROAD INTERCHANGE, AT THE
 KV0479'INTERSECTION OF TODT HILL ROAD WITH INTERSTATE HIGHWAY 278
 KV0479'(STATEN ISLAND EXPRESSWAY), GO SOUTH ON TODT HILL ROAD FOR ABOUT
 KV0479'1/2 MILE TO OCEAN TERRACE AND THE STATION IN THE SOUTHEAST ANGLE
 KV0479'OF THE INTERSECTION.
 KV0479'
 KV0479'NOTE NO. 1--THE TODT HILL ROAD INTERCHANGE IS ABOUT 2 MILES EAST
 KV0479'OF THE WILLOWBROOK EXPRESSWAY, AND ABOUT 3-1/2 MILES WEST OF THE
 KV0479'WEST END OF THE VERRAZANO-NARROWS BRIDGE.
 KV0479'
 KV0479'NOTE NO. 2--THERE WILL BE MANY CHANGES IN THE ROADS IN THIS AREA
 KV0479'IN THE IMMEDIATE FUTURE.
 KV0479'
 KV0479'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KV0479
 KV0479                          STATION RECOVERY (1965)
 KV0479
 KV0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0479'AT STATEN ISLAND.
 KV0479'THE MARK IS LOCATED ON TODT HILL, ON STATEN ISLAND, IN THE
 KV0479'SOUTHEAST ANGLE OF THE INTERSECTION OF TODT HILL RD. WITH OCEAN
 KV0479'TERRACE (PRESENTLY EXISTING) AND JUST EAST OF A LARGE PROPOSED
 KV0479'HIGHWAY INTERCHANGE, ABOUT 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 278
 KV0479'(STATEN ISLAND EXPRESSWAY), AND IN THE FRONT LAWN OF MR. CROHLS
 KV0479'HOME.  IT IS 120.9 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 KV0479'OF A BRICK GARAGE, ATTACHED TO MR. CROHLS HOUSE, 61.2 FEET
 KV0479'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A MACADAM DRIVEWAY,
 KV0479'39.7 FEET SOUTH OF A FIRE HYDRANT, 30.7 FEET SOUTHEAST OF A MANHOLE
 KV0479'COVER, 13.5 FEET NORTH-NORTHEAST OF A 14-INCH GUM TREE AND 12.5
 KV0479'FEET NORTHWEST OF THE WEST ONE OF TWO 7-INCH GUM TREES.  THE
 KV0479'MONUMENT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KV0479
 KV0479                          STATION RECOVERY (1978)
 KV0479
 KV0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KV0479'THE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE RECOVERED IN
 KV0479'GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS
 KV0479'CHECKED THE 1965 OBSERVATIONS.  A LOWER VALUE OF 5.7 SECONDS WAS
 KV0479'NOTED FROM THE WEST STEEPLE TO THE EAST STEEPLE.  A POLARIS
 KV0479'OBSERVATION WAS MADE TO TIE IN THE CHURCH STEEPLES.  THE 1965
 KV0479'DESCRIPTION IS ADEQUATE AS THE PLANNED CONSTRUCTION WORK WAS
 KV0479'NEVER DONE.
 KV0479'
 KV0479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON STATEN ISLAND.
 KV0479
 KV0479                          STATION RECOVERY (1978)
 KV0479
 KV0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0479'RECOVERED IN GOOD CONDITION.
 KV0479
 KV0479                          STATION RECOVERY (1985)
 KV0479
 KV0479'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0480 ***********************************************************************
 KV0480  DESIGNATION -  BOGART 2 RM 4
 KV0480  PID         -  KV0480
 KV0480  STATE/COUNTY-  NY/RICHMOND
 KV0480  USGS QUAD   -  THE NARROWS (1981)
 KV0480
 KV0480                         *CURRENT SURVEY CONTROL
 KV0480  ___________________________________________________________________
 KV0480* NAD 83(1986)-  40 36 07.     (N)    074 06 57.     (W)     SCALED    
 KV0480* NAVD 88     -       120.02   (+/-2cm)     393.8    (feet)  VERTCON   
 KV0480  ___________________________________________________________________
 KV0480  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0480
 KV0480  VERT ORDER  -  THIRD (See Below)
 KV0480
 KV0480.The horizontal coordinates were scaled from a topographic map and have
 KV0480.an estimated accuracy of +/- 6 seconds.
 KV0480
 KV0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0480.The vertical order pertains to the NGVD 29 superseded value.
 KV0480
 KV0480.The geoid height was determined by GEOID03.
 KV0480
 KV0480;                    North         East    Units  Estimated Accuracy
 KV0480;SPC NY L     -    48,340.      290,200.      MT  (+/- 180 meters Scaled)
 KV0480
 KV0480                          SUPERSEDED SURVEY CONTROL
 KV0480
 KV0480  NGVD 29 (??/??/??)  120.35   (m)          394.8    (f) RESET       3  
 KV0480
 KV0480.Superseded values are not recommended for survey control.
 KV0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0480.See file dsdata.txt to determine how the superseded data were derived.
 KV0480
 KV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK748949(NAD 83)
 KV0480_MARKER: DR = REFERENCE MARK DISK
 KV0480_SETTING: 80 = SET IN A BOULDER
 KV0480_SP_SET: BOULDER
 KV0480_STAMPING: BOGART 2 NO 4 1965
 KV0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0480+STABILITY: SURFACE MOTION
 KV0480
 KV0480  HISTORY     - Date     Condition        Report By
 KV0480  HISTORY     - 1965     MONUMENTED       CGS
 KV0480  HISTORY     - 1978     GOOD             NGS
 KV0480  HISTORY     - 1985     GOOD             USPSQD
 KV0480
 KV0480                          STATION DESCRIPTION
 KV0480
 KV0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0480'AT STATEN ISLAND.
 KV0480'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 278
 KV0480'(STATEN ISLAND EXPRESSWAY), ON TODT HILL IN THE SOUTHEAST ANGLE
 KV0480'OF THE INTERSECTION OF TODT HILL RD. WITH OCEAN TERRACE (PRESENTLY
 KV0480'EXISTING) AND JUST EAST OF A LARGE PROPOSED HIGHWAY INTERCHANGE.
 KV0480'IT IS SET IN A DRILL HOLE IN A 3 X 5 FOOT GRANITE BOULDER WHICH
 KV0480'PROJECTS 2 FEET.  IT IS 15.5 FEET NORTHEAST OF THE APPROXIMATE
 KV0480'CENTERLINE OF THE MACADAM DRIVEWAY LEADING TO THE HOUSE, 71.5
 KV0480'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE THAT
 KV0480'IS ATTACHED TO MR. CROHLS HOUSE, AND IS IN THE ONLY LARGE BOULDER
 KV0480'IN THE LAWN.
 KV0480
 KV0480                          STATION RECOVERY (1978)
 KV0480
 KV0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0480'RECOVERED IN GOOD CONDITION.
 KV0480
 KV0480                          STATION RECOVERY (1985)
 KV0480
 KV0480'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0481 ***********************************************************************
 KV0481  DESIGNATION -  BOGART 2 RM 5
 KV0481  PID         -  KV0481
 KV0481  STATE/COUNTY-  NY/RICHMOND
 KV0481  USGS QUAD   -  THE NARROWS (1981)
 KV0481
 KV0481                         *CURRENT SURVEY CONTROL
 KV0481  ___________________________________________________________________
 KV0481* NAD 83(1986)-  40 36 07.     (N)    074 06 57.     (W)     SCALED    
 KV0481* NAVD 88     -       119.33   (+/-2cm)     391.5    (feet)  VERTCON   
 KV0481  ___________________________________________________________________
 KV0481  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0481
 KV0481  VERT ORDER  -  THIRD (See Below)
 KV0481
 KV0481.The horizontal coordinates were scaled from a topographic map and have
 KV0481.an estimated accuracy of +/- 6 seconds.
 KV0481
 KV0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0481.The vertical order pertains to the NGVD 29 superseded value.
 KV0481
 KV0481.The geoid height was determined by GEOID03.
 KV0481
 KV0481;                    North         East    Units  Estimated Accuracy
 KV0481;SPC NY L     -    48,340.      290,200.      MT  (+/- 180 meters Scaled)
 KV0481
 KV0481                          SUPERSEDED SURVEY CONTROL
 KV0481
 KV0481  NGVD 29 (??/??/??)  119.66   (m)          392.6    (f) RESET       3  
 KV0481
 KV0481.Superseded values are not recommended for survey control.
 KV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0481.See file dsdata.txt to determine how the superseded data were derived.
 KV0481
 KV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK748949(NAD 83)
 KV0481_MARKER: DR = REFERENCE MARK DISK
 KV0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0481_STAMPING: BOGART 2 NO 5 1965
 KV0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0481+STABILITY: SURFACE MOTION
 KV0481
 KV0481  HISTORY     - Date     Condition        Report By
 KV0481  HISTORY     - 1965     MONUMENTED       CGS
 KV0481  HISTORY     - 1978     GOOD             NGS
 KV0481  HISTORY     - 1985     GOOD             USPSQD
 KV0481
 KV0481                          STATION DESCRIPTION
 KV0481
 KV0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0481'AT STATEN ISLAND.
 KV0481'THE MARK IS LOCATED ON TODT HILL ABOUT 1/2 MILE SOUTH OF INTERSTATE
 KV0481'HIGHWAY 278 (STATEN ISLAND EXPRESSWAY), IN THE SOUTHEAST ANGLE
 KV0481'OF THE INTERSECTION OF TODT HILL RD. AND OCEAN TERRACE (PRESENTLY
 KV0481'EXISTING) AND JUST EAST OF A LARGE PROPOSED HIGHWAY INTERCHANGE.
 KV0481'IT IS 96.3 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF MR. CROHLS
 KV0481'HOUSE, 65 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE DRIVEWAY
 KV0481'AND 20 FEET NORTHWEST OF A 2-FOOT BLACKOAK TREE.  THE MONUMENT
 KV0481'IS SET FLUSH WITH THE GROUND
 KV0481
 KV0481                          STATION RECOVERY (1978)
 KV0481
 KV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0481'RECOVERED IN GOOD CONDITION.
 KV0481
 KV0481                          STATION RECOVERY (1985)
 KV0481
 KV0481'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0478 ***********************************************************************
 KV0478  DESIGNATION -  BOGART RM 3 AZIMUTH
 KV0478  PID         -  KV0478
 KV0478  STATE/COUNTY-  NY/RICHMOND
 KV0478  USGS QUAD   -  THE NARROWS (1981)
 KV0478
 KV0478                         *CURRENT SURVEY CONTROL
 KV0478  ___________________________________________________________________
 KV0478* NAD 83(1986)-  40 36 07.     (N)    074 06 57.     (W)     SCALED    
 KV0478* NAVD 88     -        88.389  (meters)     289.99   (feet)  ADJUSTED  
 KV0478  ___________________________________________________________________
 KV0478  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0478  DYNAMIC HT  -          88.355 (meters)     289.88  (feet)  COMP
 KV0478  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 KV0478
 KV0478  VERT ORDER  -  FIRST     CLASS II
 KV0478
 KV0478.The horizontal coordinates were scaled from a topographic map and have
 KV0478.an estimated accuracy of +/- 6 seconds.
 KV0478
 KV0478.The orthometric height was determined by differential leveling
 KV0478.and adjusted by the National Geodetic Survey in June 1991..
 KV0478
 KV0478.The geoid height was determined by GEOID03.
 KV0478
 KV0478.The dynamic height is computed by dividing the NAVD 88
 KV0478.geopotential number by the normal gravity value computed on the
 KV0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0478.degrees latitude (g = 980.6199 gals.).
 KV0478
 KV0478.The modeled gravity was interpolated from observed gravity values.
 KV0478
 KV0478;                    North         East    Units  Estimated Accuracy
 KV0478;SPC NY L     -    48,340.      290,200.      MT  (+/- 180 meters Scaled)
 KV0478
 KV0478                          SUPERSEDED SURVEY CONTROL
 KV0478
 KV0478  NGVD 29 (04/16/92)   88.720  (m)          291.08   (f) ADJUSTED    1 2
 KV0478
 KV0478.Superseded values are not recommended for survey control.
 KV0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0478.See file dsdata.txt to determine how the superseded data were derived.
 KV0478
 KV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK748949(NAD 83)
 KV0478_MARKER: DR = REFERENCE MARK DISK
 KV0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0478_STAMPING: BOGART 1932 NO 3
 KV0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0478+STABILITY: SURFACE MOTION
 KV0478
 KV0478  HISTORY     - Date     Condition        Report By
 KV0478  HISTORY     - 1932     MONUMENTED       CGS
 KV0478  HISTORY     - 1952     GOOD             CGS
 KV0478  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0478  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0478
 KV0478                          STATION DESCRIPTION
 KV0478
 KV0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0478'AT STATEN ISLAND.
 KV0478'ON STATEN ISLAND, AT CASTLETON CORNERS, AT THE JUNCTION OF MANOR
 KV0478'ROAD AND BOLIVAR STREET, 27 FEET WEST OF CENTER LINE OF MANOR
 KV0478'ROAD, 48 FEET NORTHWEST OF CENTER OF JUNCTION, 43 1/2 FEET
 KV0478'EAST-SOUTHEAST OF SOUTHEAST CORNER OF A TWO-STORY BRICK HOUSE,
 KV0478'14 FEET NORTH OF A 24-INCH FORKED ASH TREE, 12 FEET WEST OF WEST
 KV0478'CURB OF MANOR ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV0478'4 INCHES.
 KV0478
 KV0478                          STATION RECOVERY (1985)
 KV0478
 KV0478'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0478'MARK NOT FOUND.
 KV0478
 KV0478                          STATION RECOVERY (1985)
 KV0478
 KV0478'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2261 ***********************************************************************
 KU2261  DESIGNATION -  BOHEMIA 1967 AZ MK
 KU2261  PID         -  KU2261
 KU2261  STATE/COUNTY-  NY/SUFFOLK
 KU2261  USGS QUAD   -  PATCHOGUE (1967)
 KU2261
 KU2261                         *CURRENT SURVEY CONTROL
 KU2261  ___________________________________________________________________
 KU2261* NAD 83(1996)-  40 45 48.50683(N)    073 07 04.40738(W)     ADJUSTED  
 KU2261* NAVD 88     -        18.     (meters)      59.     (feet)  VERTCON   
 KU2261  ___________________________________________________________________
 KU2261  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KU2261  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU2261
 KU2261  HORZ ORDER  -  SECOND
 KU2261
 KU2261.The horizontal coordinates were established by classical geodetic methods
 KU2261.and adjusted by the National Geodetic Survey in January 1999..
 KU2261
 KU2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2261
 KU2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2261
 KU2261.The geoid height was determined by GEOID03.
 KU2261
 KU2261;                    North         East     Units Scale Factor Converg.
 KU2261;SPC NY L     -    66,648.095   374,479.530   MT  0.99999604   +0 34 37.1
 KU2261;SPC NY L     -   218,661.29  1,228,604.92   sFT  0.99999604   +0 34 37.1
 KU2261;UTM  18      - 4,514,204.928   658,857.019   MT  0.99991062   +1 13 45.0
 KU2261
 KU2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2261!SPC NY L     -   1.00000211  x   0.99999604  =   0.99999815
 KU2261!UTM  18      -   1.00000211  x   0.99991062  =   0.99991273
 KU2261
 KU2261:                Primary Azimuth Mark                     Grid Az
 KU2261:SPC NY L     -  BOHEMIA RESET                            171 41 33.7
 KU2261:UTM  18      -  BOHEMIA RESET                            171 02 25.8
 KU2261
 KU2261|---------------------------------------------------------------------|
 KU2261| PID    Reference Object                     Distance      Geod. Az  |
 KU2261|                                                           dddmmss.s |
 KU2261| KU2262 BOHEMIA RESET                       APPROX. 1.1 KM 1721610.8 |
 KU2261| KU2252 RUBY RESET                          137.079 METERS 27106     |
 KU2261|---------------------------------------------------------------------|
 KU2261
 KU2261                          SUPERSEDED SURVEY CONTROL
 KU2261
 KU2261  NAD 83(1996)-  40 45 48.50916(N)    073 07 04.40734(W) AD(       ) 2
 KU2261  NAD 83(1992)-  40 45 48.50816(N)    073 07 04.40695(W) AD(       ) 2
 KU2261  NAD 83(1986)-  40 45 48.51126(N)    073 07 04.40813(W) AD(       ) 2
 KU2261  NAD 27      -  40 45 48.15748(N)    073 07 06.00535(W) AD(       ) 2
 KU2261  NGVD 29 (07/19/86)   18.     (m)           59.     (f) VERT ANG       
 KU2261
 KU2261.Superseded values are not recommended for survey control.
 KU2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2261.See file dsdata.txt to determine how the superseded data were derived.
 KU2261
 KU2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5885714205(NAD 83)
 KU2261_MARKER: DZ = AZIMUTH MARK DISK
 KU2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2261+STABILITY: SURFACE MOTION
 KU2261
 KU2261  HISTORY     - Date     Condition        Report By
 KU2261  HISTORY     - 1967     MONUMENTED       CGS
 KU2261  HISTORY     - 1984     MARK NOT FOUND   USCG
 KU2261
 KU2261                          STATION DESCRIPTION
 KU2261
 KU2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2261'TO REACH THE STATION FROM THE INTERSECTION OF SUNRISE HIGHWAY
 KU2261'(STATE HIGHWAY 27) AND OCEAN AVENUE IN THE SOUTH EDGE OF BOHEMIA,
 KU2261'GO NORTH ON OCEAN AVENUE FOR 0.6 MILE TO ITS JUNCTION WITH
 KU2261'KARSHICK STREET AND THE MARK ON THE LEFT, IN THE SOUTHWEST ANGLE
 KU2261'OF INTERSECTION.
 KU2261'
 KU2261'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOHEMIA 1967, SET
 KU2261'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2261'FLUSH WITH GROUND.  IT IS 66.7 FEET EAST-NORTHEAST OF THE
 KU2261'NORTHEAST CORNER OF HOUSE NO. 776, 24 FEET SOUTH OF THE CENTER
 KU2261'OF KARSHICK STREET, 17 FEET WEST OF THE CENTER OF OCEAN AVENUE
 KU2261'AND 7.5 FEET SOUTH-SOUTHEAST OF POWER LINE POLE NO.14.
 KU2261
 KU2261                          STATION RECOVERY (1984)
 KU2261
 KU2261'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2261'STATION UNKNOWN.
 KU2261'
 KU2261'MARKER WAS NOT RECOVERED, COULD NOT FIND.  POWER POLE NO. 14 WAS
 KU2261'NOWHERE IN SIGHT.  POWER POLES NO. 40 AND 41 WERE ON THE PREMISES AT
 KU2261'776 KARSHICK STREET.  EXTENSIVE ROAD WORK HAS BEEN DONE IN THIS
 KU2261'AREA.  IT IS PRESUMED THAT THIS MARKER HAS EITHER BEEN BURIED OR
 KU2261'REMOVED.  BASED ON THIS LACK OF SIGHTING IT IS SUGGESTED THAT
 KU2261'THIS MARKER BE REMOVED FROM THE ACTIVE INVENTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2257 ***********************************************************************
 KU2257  DESIGNATION -  BOHEMIA ATT RELAY TOWER
 KU2257  PID         -  KU2257
 KU2257  STATE/COUNTY-  NY/SUFFOLK
 KU2257  USGS QUAD   -  PATCHOGUE (1967)
 KU2257
 KU2257                         *CURRENT SURVEY CONTROL
 KU2257  ___________________________________________________________________
 KU2257* NAD 83(1996)-  40 46 42.96444(N)    073 05 47.04695(W)     ADJUSTED  
 KU2257* NAVD 88     -                                                        
 KU2257  ___________________________________________________________________
 KU2257  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KU2257  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU2257
 KU2257  HORZ ORDER  -  THIRD
 KU2257
 KU2257.The horizontal coordinates were established by classical geodetic methods
 KU2257.and adjusted by the National Geodetic Survey in January 1999..
 KU2257
 KU2257
 KU2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2257
 KU2257.The geoid height was determined by GEOID03.
 KU2257
 KU2257;                    North         East     Units Scale Factor Converg.
 KU2257;SPC NY L     -    68,346.350   376,276.530   MT  0.99999568   +0 35 27.7
 KU2257;SPC NY L     -   224,232.98  1,234,500.58   sFT  0.99999568   +0 35 27.7
 KU2257;UTM  18      - 4,515,923.393   660,634.421   MT  0.99991761   +1 14 36.9
 KU2257
 KU2257                          SUPERSEDED SURVEY CONTROL
 KU2257
 KU2257  NAD 83(1996)-  40 46 42.96666(N)    073 05 47.04697(W) AD(       ) 4
 KU2257  NAD 83(1992)-  40 46 42.96561(N)    073 05 47.04654(W) AD(       ) 4
 KU2257  NAD 83(1986)-  40 46 42.96891(N)    073 05 47.04794(W) AD(       ) 4
 KU2257  NAD 27      -  40 46 42.61741(N)    073 05 48.64695(W) AD(       ) 3
 KU2257
 KU2257.Superseded values are not recommended for survey control.
 KU2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2257.See file dsdata.txt to determine how the superseded data were derived.
 KU2257
 KU2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6063415923(NAD 83)
 KU2257_MARKER: 45 = MICROWAVE TOWER
 KU2257
 KU2257  HISTORY     - Date     Condition        Report By
 KU2257  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2257  HISTORY     - 1968     GOOD             NGS
 KU2257  HISTORY     - 1975     GOOD             NGS
 KU2257  HISTORY     - 1984     GOOD             USCG
 KU2257
 KU2257                          STATION DESCRIPTION
 KU2257
 KU2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2257'THE STATION IS THE RED LIGHT ATOP A FOUR LEGGED METAL TOWER
 KU2257'WHICH IS SELF SUPPORTING AND IS 120 FEET IN OVER-ALL HEIGHT.  THE
 KU2257'TOP OF THE TOWER HAS THREE METAL BANDS ENCIRCLING IT.  THE ENTIRE
 KU2257'STRUCTURE IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 KU2257'
 KU2257'THE TOWER IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 KU2257'COMPANY.  IT IS LOCATED NEAR THE SOUTH EDGE OF THE AT AND T
 KU2257'BOHEMIA TOLL TERMINAL BUILDING WHICH IS ABOUT 1.0 MILE NORTHEAST
 KU2257'OF BOHEMIA AND 1.0 MILE SOUTH-SOUTHEAST OF THE MAC ARTHUR
 KU2257'AIRPORT TERMINAL.
 KU2257'
 KU2257'TO REACH THE TOWER FROM THE CROSSROAD INTERSECTION OF JOHNSON
 KU2257'AVENUE AND THE VETERANS MEMORIAL HIGHWAY (THIS INTERSECTION IS
 KU2257'ALSO THE ENTRANCE TO MAC ARTHUR AIRPORT BY GOING NORTH ON JOHNSON
 KU2257'AVENUE) GO SOUTH ON JOHNSON AVENUE FOR 0.25 MILE TO THE TOWER
 KU2257'ON THE WEST SIDE OF THE ROAD.
 KU2257
 KU2257                          STATION RECOVERY (1968)
 KU2257
 KU2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 (WMR)
 KU2257'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU2257
 KU2257                          STATION RECOVERY (1975)
 KU2257
 KU2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 KU2257'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU2257'
 KU2257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2257'1.0 MILE E OF BOHEMIA.
 KU2257
 KU2257                          STATION RECOVERY (1984)
 KU2257
 KU2257'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2257'STATION FOUND GOOD.
 KU2257'
 KU2257'NO CHANGE SUGGESTED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2262 ***********************************************************************
 KU2262  DESIGNATION -  BOHEMIA RESET
 KU2262  PID         -  KU2262
 KU2262  STATE/COUNTY-  NY/SUFFOLK
 KU2262  USGS QUAD   -  PATCHOGUE (1967)
 KU2262
 KU2262                         *CURRENT SURVEY CONTROL
 KU2262  ___________________________________________________________________
 KU2262* NAD 83(1996)-  40 45 14.71042(N)    073 06 58.37453(W)     ADJUSTED  
 KU2262* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 KU2262  ___________________________________________________________________
 KU2262  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 KU2262  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU2262
 KU2262  HORZ ORDER  -  FIRST
 KU2262
 KU2262.The horizontal coordinates were established by classical geodetic methods
 KU2262.and adjusted by the National Geodetic Survey in January 1999..
 KU2262
 KU2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2262
 KU2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2262
 KU2262.The geoid height was determined by GEOID03.
 KU2262
 KU2262;                    North         East     Units Scale Factor Converg.
 KU2262;SPC NY L     -    65,607.060   374,631.536   MT  0.99999630   +0 34 41.0
 KU2262;SPC NY L     -   215,245.83  1,229,103.63   sFT  0.99999630   +0 34 41.0
 KU2262;UTM  18      - 4,513,165.779   659,020.849   MT  0.99991126   +1 13 48.1
 KU2262
 KU2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2262!SPC NY L     -   1.00000267  x   0.99999630  =   0.99999897
 KU2262!UTM  18      -   1.00000267  x   0.99991126  =   0.99991393
 KU2262
 KU2262:                Primary Azimuth Mark                     Grid Az
 KU2262:SPC NY L     -  HOLBROOK WATER TANK                      064 44 40.3
 KU2262:UTM  18      -  HOLBROOK WATER TANK                      064 05 33.2
 KU2262
 KU2262|---------------------------------------------------------------------|
 KU2262| PID    Reference Object                     Distance      Geod. Az  |
 KU2262|                                                           dddmmss.s |
 KU2262| KU2253 HOLBROOK WATER TANK                 APPROX. 4.7 KM 0651921.3 |
 KU2262| AI7729 BOHEMIA RM 2                         37.724 METERS 07150     |
 KU2262| AI7728 BOHEMIA RM 1                         24.539 METERS 07151     |
 KU2262| KU2261 BOHEMIA 1967 AZ MK                  APPROX. 1.1 KM 3521614.8 |
 KU2262|---------------------------------------------------------------------|
 KU2262
 KU2262                          SUPERSEDED SURVEY CONTROL
 KU2262
 KU2262  NAD 83(1996)-  40 45 14.71277(N)    073 06 58.37453(W) AD(       ) 1
 KU2262  NAD 83(1992)-  40 45 14.71177(N)    073 06 58.37416(W) AD(       ) 1
 KU2262  NAD 83(1986)-  40 45 14.71499(N)    073 06 58.37523(W) AD(       ) 1
 KU2262  NAD 27      -  40 45 14.36229(N)    073 06 59.97278(W) AD(       ) 1
 KU2262  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 KU2262
 KU2262.Superseded values are not recommended for survey control.
 KU2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2262.See file dsdata.txt to determine how the superseded data were derived.
 KU2262
 KU2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5902113166(NAD 83)
 KU2262_MARKER: DS = TRIANGULATION STATION DISK
 KU2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2262_STAMPING: BOHEMIA 1967 1981
 KU2262_MARK LOGO: NGS   
 KU2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2262+STABILITY: SURFACE MOTION
 KU2262
 KU2262  HISTORY     - Date     Condition        Report By
 KU2262  HISTORY     - 1981     MONUMENTED       NGS
 KU2262
 KU2262                          STATION DESCRIPTION
 KU2262
 KU2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KU2262'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 KU2262'MARK WERE RECOVERED.  THE SURFACE STATION MARK WAS REMOVED TO MAKE
 KU2262'ROOM FOR A LEFT TURN LANE.  A NEW SURFACE STATION MARK WAS SET WHEN
 KU2262'THE FIRST LAYER OF ASPALT WAS PUT DOWN.  THE MARK WILL BE ABOUT 2 AND
 KU2262'A HALF INCH UNDER THE TOP LAYER OF ASPHALT.  THE AZIMUTH MARK IS
 KU2262'BLOCKED BY A SMALL BUILDING BEHIND BURGER KING.  A 14-FOOT STAND WOULD
 KU2262'SEE OVER THE BUILDING.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 KU2262'MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED
 KU2262'ABOUT 3.2 KM (2.00 MI) NORTHWEST OF SAYVILLE, AT THE SOUTH EDGE OF
 KU2262'BOHEMIA AND AT THE INTERSECTION OF THE SUNRISE HIGHWAY, STATE HIGHWAY
 KU2262'27 AND OCEAN AVENUE, IN THE MEDIAN OF THE HIGHWAY AND EAST OF THE
 KU2262'CROSS-OVER LANE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KU2262'HIGHWAY 454, VETERANS MEMORIAL HIGHWAY AND 27, SUNRISE HIGHWAY, ABOUT
 KU2262'3.2 KM (2.00 MI) (2.0) NORTHWEST OF PATCHOGUE, GO WEST ON HIGHWAY 27
 KU2262'FOR 5.2 KM (3.25 MI) TO THE INTERSECTION OF OCEAN AVENUE AND THE
 KU2262'STATION ON THE LEFT.
 KU2262'THE STATION IS A STANDARD NGS DISK STAMPED--BOHEMIA 1967 1981--, SET
 KU2262'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KU2262'DIAMETER, RECESSED 3 INCHES (8 CM) INCHES BELOW THE GROUND.  LOCATED
 KU2262'19.5 EAST METERS FROM THE CENTER OF THE CROSS-OVER ROAD.  13.7 METERS
 KU2262'(44.9 FT) SOUTH FROM THE CENTER OF THE WEST BOUND TRAFFIC LANE.  10.7
 KU2262'METERS (35.1 FT) NORTH FROM THE CENTER OF THE EAST BOUND TRAFFIC LANE.
 KU2262'2.5 METERS (8.2 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A SLAB OF
 KU2262'CONCRETE.  2.9 METERS (9.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 KU2262'A METAL COVER FOR TRAFFIC SIGNALS, AN IRREGULAR MASS OF CONCRETE, 3.0
 KU2262'FEET, (0.9 M) 0.9 METERS (3.0 FT) BELOW THE SURFACE.
 KU2262'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BBOHEMIA NO 1
 KU2262'1967--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KU2262'CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  LOCATED
 KU2262'26.5 METERS (86.9 FT) EAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 KU2262'SLAB.  14.2 METERS (46.6 FT) SOUTH FROM THE CENTER OF THE WEST BOUND
 KU2262'TRAFFIC LANE.  10.4 METERS (34.1 FT) NORTH FROM THE CENTER OF THE EAST
 KU2262'BOUND TRAFFIC LANE AND 0.3 MT LOWER THAN THE STATION.
 KU2262'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BOHEMIA NO 2
 KU2262'1967--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KU2262'CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) ABOVE THE GROUND. LOCATED
 KU2262'39.8 METERS (130.6 FT) EAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 KU2262'SLAB.  14.3 METERS (46.9 FT) SOUTH FROM THE CENTER OF THE WEST BOUND
 KU2262'TRAFFIC LANE.  10.1 METERS (33.1 FT) NORTH FROM THE CENTER OF THE FAST
 KU2262'BOUND TRAFFIC LANE.  11.6 METERS (38.1 FT) WEST FROM THE SOUTHWEST
 KU2262'CORNER OF A METAL CATCH-BASIN AND 0.3 METER (1.0 FT) LOWER THAN THE
 KU2262'STATION.
 KU2262'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--BOHEMIA 1967--, SET
 KU2262'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KU2262'DIAMETER, FLUSH WITH GROUND. LOCATED 20.3 METERS (66.6 FT)
 KU2262'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 776.  7.3
 KU2262'METERS (24.0 FT) SOUTH FROM THE CENTER OF KARSHICK STREET.  5.2 METERS
 KU2262'(17.1 FT) WEST FROM THE CENTER OF OCEAN AVENUE AND 2.3 METERS (7.5 FT)
 KU2262'SOUTH-SOUTHEAST FROM POWERLINE POLE NUMBER 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2641 ***********************************************************************
 KU2641  DESIGNATION -  BOHLEN
 KU2641  PID         -  KU2641
 KU2641  STATE/COUNTY-  NY/SUFFOLK
 KU2641  USGS QUAD   -  HUNTINGTON (1979)
 KU2641
 KU2641                         *CURRENT SURVEY CONTROL
 KU2641  ___________________________________________________________________
 KU2641* NAD 83(1996)-  40 51 10.59510(N)    073 25 30.98278(W)     ADJUSTED  
 KU2641* NAVD 88     -        95.9    (meters)     315.     (feet)  VERTCON   
 KU2641  ___________________________________________________________________
 KU2641  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 KU2641  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2641
 KU2641  HORZ ORDER  -  FIRST
 KU2641
 KU2641.The horizontal coordinates were established by classical geodetic methods
 KU2641.and adjusted by the National Geodetic Survey in January 1999..
 KU2641
 KU2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2641
 KU2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2641
 KU2641.The geoid height was determined by GEOID03.
 KU2641
 KU2641;                    North         East     Units Scale Factor Converg.
 KU2641;SPC NY L     -    76,367.564   348,461.482   MT  0.99999490   +0 22 33.3
 KU2641;SPC NY L     -   250,549.25  1,143,244.05   sFT  0.99999490   +0 22 33.3
 KU2641;UTM  18      - 4,523,625.856   632,733.314   MT  0.99981685   +1 01 48.8
 KU2641
 KU2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2641!SPC NY L     -   0.99998978  x   0.99999490  =   0.99998468
 KU2641!UTM  18      -   0.99998978  x   0.99981685  =   0.99980663
 KU2641
 KU2641:                Primary Azimuth Mark                     Grid Az
 KU2641:SPC NY L     -  GREENLAWN STANDPIPE                      060 26 59.6
 KU2641:UTM  18      -  GREENLAWN STANDPIPE                      059 47 44.1
 KU2641
 KU2641|---------------------------------------------------------------------|
 KU2641| PID    Reference Object                     Distance      Geod. Az  |
 KU2641|                                                           dddmmss.s |
 KU2641| KU2573 GREENLAWN STANDPIPE                 APPROX. 5.3 KM 0604932.9 |
 KU2641| KU2545 EAST NORTHPORT TANK                 APPROX. 9.1 KM 0701516.5 |
 KU2641| CA9144 BOHLEN RM 1                          57.238 METERS 12413     |
 KU2641| CA9145 BOHLEN RM 2                          24.525 METERS 19535     |
 KU2641| CA9148 BOHLEN 2 RM 5                        38.133 METERS 21444     |
 KU2641| KU2626 SYOSSET JERICHO WATER DIST TK       APPROX. 6.5 KM 2381640.7 |
 KU2641| KU2640 BOHLEN 2                             20.543 METERS 25307     |
 KU2641| KU2928 LOCUST VALLEY PIPING ROCK TANK      APPROX.13.2 KM 2770754.9 |
 KU2641| KU2931 LYON RESET                          APPROX.13.2 KM 2772301.3 |
 KU2641| CA9146 BOHLEN RM 3 AZIMUTH                                30852     |
 KU2641| CA9147 BOHLEN 2 RM 4                         9.910 METERS 34539     |
 KU2641|---------------------------------------------------------------------|
 KU2641
 KU2641                          SUPERSEDED SURVEY CONTROL
 KU2641
 KU2641  NAD 83(1996)-  40 51 10.59743(N)    073 25 30.98187(W) AD(       ) 1
 KU2641  NAD 83(1992)-  40 51 10.59701(N)    073 25 30.98081(W) AD(       ) 1
 KU2641  NAD 83(1986)-  40 51 10.59856(N)    073 25 30.98261(W) AD(       ) 1
 KU2641  NAD 27      -  40 51 10.24666(N)    073 25 32.54846(W) AD(       ) 1
 KU2641  NGVD 29 (07/19/86)   96.2    (m)          316.     (f) VERT ANG       
 KU2641
 KU2641.Superseded values are not recommended for survey control.
 KU2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2641.See file dsdata.txt to determine how the superseded data were derived.
 KU2641
 KU2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3273323626(NAD 83)
 KU2641_MARKER: DS = TRIANGULATION STATION DISK
 KU2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2641
 KU2641  HISTORY     - Date     Condition        Report By
 KU2641  HISTORY     - 1932     MONUMENTED       CGS
 KU2641  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KU2641  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KU2641  HISTORY     - 1978     GOOD             NGS
 KU2641  HISTORY     - 19950126 MARK NOT FOUND   USPSQD
 KU2641
 KU2641                          STATION DESCRIPTION
 KU2641
 KU2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KU2641'STATION IS ABOUT 1 MILE S OF THE VILLAGE OF HUNTINGTON, ON LAND
 KU2641'OWNED BY MR. BOHLEN.  ON A KNOLL ABOUT 75 YARDS W OF MR. BOHLENS
 KU2641'HOUSE, ABOUT 100 YARDS W OF MACADAM ROAD (MC KAY AVENUE) LEADING
 KU2641'TO HUNTINGTON STATION 47.7 FEET S OF THE SW CORNER OF INCUBATOR HOUSE.
 KU2641'
 KU2641'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KU2641'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KU2641'
 KU2641'REFERENCE MARK NO.1 IS AT THE SW CORNER OF HENYARD.  ABOUT 25 FEET
 KU2641'WNW OF LARGE HEN HOUSE.  ABOUT 150 FEET W OF MC KAY AVENUE.
 KU2641'
 KU2641'REFERENCE MARK NO.2 IS ABOUT 100 YARDS W OF MC KAY AVENUE IN A
 KU2641'FENCE LINE.
 KU2641'
 KU2641'REFERENCE MARK NO.3 IS NW OF STATION.  ABOUT 20 FEET SE OF CENTER
 KU2641'LINE OF OAKWOOD AVENUE.  3 FEET W OF WIRE FENCE ON THE W SIDE OF
 KU2641'CULTIVATED HILL.  ABOUT 200 FEET S OF THE INTERSECTION OF MC KAY
 KU2641'AVENUE AND OAKWOOD AVENUE.
 KU2641'
 KU2641'TO REACH STATION FROM HUNTINGTON GO S ON GREEN STREET FROM ITS
 KU2641'JUNCTION WITH MAIN STREET ABOUT 1/4 MILE, RUNNING INTO OAKWOOD
 KU2641'AVENUE.  GO S ON THIS 0.9 MILE TO ITS INTERSECTION WITH SOUND VIEW
 KU2641'AVENUE.  TURN LEFT HERE AND GO 0.4 MILE TO THE RESIDENCE OF MR.
 KU2641'BOHLEN.
 KU2641'
 KU2641'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 KU2641
 KU2641                          STATION RECOVERY (1951)
 KU2641
 KU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2641'THIS STATION RECOVERED AS DESCRIBED.  THE STATION MARK WAS FOUND
 KU2641'IN A CEMENT BLOCK IN A DITCH TO THE N OF SUMMIT OF KNOLL.  THE
 KU2641'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION AS WELL AS R.M. 1
 KU2641'AND R.M. 2.  THE AZIMUTH MARK WAS FOUND LYING PRONE ON THE GROUND.
 KU2641'
 KU2641'THE SURFACE MARK AND AZIMUTH MARK WERE RETURNED TO THE WASHINGTON
 KU2641'OFFICE.
 KU2641
 KU2641                          STATION RECOVERY (1966)
 KU2641
 KU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2641'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED
 KU2641'AND FOUND IN GOOD CONDITION.  THE SURFACE MARK APPARENTLY HAS BEEN
 KU2641'DESTROYED BY CULTIVATION.  A SEARCH WAS MADE FOR REFERENCE MARK 2
 KU2641'AND 3, BUT THEY WERE NOT RECOVERED.  REFERENCE MARKS 4 AND 5 WERE
 KU2641'ESTABLISHED AT THIS TIME REFERENCING BOHLEN 2 1966.  THE DISTANCE
 KU2641'TO REFERENCE MARK 1 CHECKED.
 KU2641'
 KU2641'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 KU2641'
 KU2641'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF SYOSETT,
 KU2641'1-1/4 MILES NORTHWEST OF HUNTINGTON STATION AND ON PROPERTY OWNED
 KU2641'BY MR. JOHN BOHLEN.
 KU2641'
 KU2641'TO REACH THE STATION FROM THE INTERSECTION OF WEST PULASKI ROAD
 KU2641'AND STATE HIGHWAY 110 IN HUNTINGTON STATION, GO WEST ON WEST
 KU2641'PULASKI ROAD FOR 0.35 MILE TO A 4-WAY INTERSECTION AT A RAILROAD
 KU2641'CROSSING.  CROSS RAILROAD TRACKS, TURN RIGHT AND GO NORTHWEST ON
 KU2641'MACKAY ROAD FOR 0.25 MILE TO A FORK.  BEAR LEFT ON NORTH STREET
 KU2641'FOR 0.2 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO NORTH ON
 KU2641'HILLWOOD DRIVE FOR 0.2 MILE TO A FORK (PEARWOOD DRIVE).  BEAR
 KU2641'RIGHT ON HILLWOOD DRIVE FOR 0.05 MILE TO A SIDE STREET RIGHT.
 KU2641'TURN RIGHT AND GO NORTHEAST ON BERGER CT. ROAD FOR 0.1 MILE TO A
 KU2641'DRIVEWAY RIGHT AT END OF STREET.  TURN RIGHT AND GO SOUTH UPHILL
 KU2641'ON A TRACK ROAD FOR ABOUT 100 FEET TO THE STATION ON THE LEFT.
 KU2641'
 KU2641'THE STATION MARK IS A STANDARD DISK STAMPED BOHLEN 1932, SET IN AN
 KU2641'IRREGULAR MASS OF CONCRETE 22 INCHES BELOW THE SURFACE OF THE
 KU2641'GROUND.  IT IS 78.8 FEET WEST-SOUTHWEST OF A FENCE CORNER, 71.2
 KU2641'FEET EAST-SOUTHEAST OF A SMALL RADIO ANTENNA, 67.9 FEET EAST OF A
 KU2641'METAL WITNESS POST, 48.7 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 KU2641'HOUSE, 47.7 FEET SOUTHEAST OF A FENCE CORNER AND 33.3 FEET SOUTH
 KU2641'OF A FENCE.  (NOTE 7A)
 KU2641'
 KU2641'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOHLEN NO 1 1932, SET
 KU2641'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KU2641'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26.2 FEET
 KU2641'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 7.2 FEET NORTHEAST OF
 KU2641'THE CENTER OF A TRACK ROAD, 2 FEET SOUTHWEST OF A SMALL ROCK WALL
 KU2641'AND 0.9 FOOT SOUTHWEST OF A 1/2 INCH IRON PIPE WHICH PROJECTS 6
 KU2641'FEET ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 5 FEET LOWER IN
 KU2641'ELEVATION THAN THE STATION.  (NOTE 11A)
 KU2641'
 KU2641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE SOUTH OF
 KU2641'HUNTINGTON.
 KU2641
 KU2641                          STATION RECOVERY (1978)
 KU2641
 KU2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2641'THE STATION MARK, BOHLEN 2 1966 AND REFERENCE MARKS 1, 2 AND 4 WERE
 KU2641'RECOVERED.  REFERENCE MARK 2 WAS REPORTED AS NOT BEING FOUND IN
 KU2641'1966.  THE MARK IS BADLY CHIPPED BUT STILL SOLID.  REFERENCE MARK 1
 KU2641'WAS UNDER A LUMBER PILE AND NO DISTANCE OR DIRECTION COULD BE OBTAINED
 KU2641'AT THIS TIME.  THE DISTANCE AND DIRECTION IN THE BOX SCORE IS 1966
 KU2641'DATA.  USING THE 1966 DIRECTION TO REFERENCE MARK 1 AND THE 1978
 KU2641'DIRECTION TO REFERENCE MARK 2 THE ANGLE BETWEEN FAILED TO CHECK BY
 KU2641'A LOWER VALUE OF 8 MINUTES.  THE DIRECTION BOHLEN 2 1966 TO REFERENCE
 KU2641'MARK 4 CHECKED.  THE DISTANCE FAILED TO CHECK TO BOHLEN 2 1966 BY 0.01
 KU2641'METER HIGHER AND TO REFERENCE MARK 4 BY 0.005 METER LOWER.  REFERENCE
 KU2641'MARK 5 HAS BEEN DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 KU2641'
 KU2641'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SYOSSET, 1 MILE
 KU2641'NORTHWEST OF HUNTINGTON STATION, 1 MILE SOUTH OF HUNTINGTON AND ON
 KU2641'PROPERTY OWNED BY MR. JOHN BOHLEN WHO LIVES JUST EAST OF THE STATION.
 KU2641'
 KU2641'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 110 AND
 KU2641'WEST PULASKI ROAD IN HUNTINGTON STATION, GO WEST ON WEST PULASKI ROAD
 KU2641'FOR 0.35 MILE TO A INTERSECTION JUST AFTER CROSSING RAILROAD
 KU2641'TRACKS.  GO NORTHWEST ON MC KAY ROAD FOR 0.25 MILE TO A FORK.  TAKE
 KU2641'THE LEFT FORK AND GO WEST ON NORTH STREET FOR 0.2 MILE TO A SIDE ROAD
 KU2641'RIGHT.  TURN RIGHT AND GO NORTH ON HILLWOOD DRIVE FOR 0.25 MILE TO A
 KU2641'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON BERGER COURT ROAD
 KU2641'FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT AT END OF ROAD.  TURN SHARP
 KU2641'RIGHT AND GO SOUTH UP STEEP HILL FOR ABOUT 150 FEET TO THE STATION
 KU2641'IN A CULTIVATED FIELD.
 KU2641'
 KU2641'THE STATION MARK STAMPED---BOHLEN 1932---IS A STANDARD DISK SET IN
 KU2641'THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 18 INCHES
 KU2641'UNDERGROUND.  IT IS 68 FEET EAST OF A METAL WITNESS POST, 49 FEET
 KU2641'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE AND 39 FEET SOUTH-SOUTHWEST
 KU2641'OF A 14-INCH LOCUST TREE.
 KU2641'
 KU2641'BOHLEN 2 STAMPED---BOHLEN 2 1966---IS A STANDARD DISK SET IN THE TOP
 KU2641'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 KU2641'ABOVE THE GROUND SURFACE.  IT IS 14 FEET WEST OF THE EDGE OF THE
 KU2641'CULTIVATED FIELD, 11 FEET SOUTHEAST OF A 12-INCH TREE AND 4.3 FEET
 KU2641'SOUTH-SOUTHEAST OF THE METAL WITNESS POST.
 KU2641'
 KU2641'REFERENCE MARK 1 STAMPED---BOHLEN NO 1 1932---IS A STANDARD DISK SET
 KU2641'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 KU2641'INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET NORTHWEST OF THE
 KU2641'NORTHWEST CORNER OF A BARN AND 7 FEET NORTH OF THE CENTER OF A TRACK
 KU2641'ROAD.
 KU2641'
 KU2641'REFERENCE MARK 2 STAMPED---BOHLEN NO 2 1932---IS A STANDARD DISK SET
 KU2641'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 KU2641'INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET NORTH OF THE CENTER OF
 KU2641'THE TRACK ROAD, 14.5 FEET WEST OF A 8-INCH LOCUST TREE AND 12 FEET
 KU2641'SOUTH OF THE EDGE OF CULTIVATED FIELD.
 KU2641'
 KU2641'REFERENCE MARK 4 STAMPED---BOHLEN 2 NO 4 1966---IS A STANDARD DISK
 KU2641'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KU2641'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET WEST OF THE
 KU2641'14-INCH LOCUST TREE, 16.5 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE
 KU2641'AND 1.5 FEET SOUTH OF A WIRE FENCE.
 KU2641
 KU2641                          STATION RECOVERY (1995)
 KU2641
 KU2641'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2640 ***********************************************************************
 KU2640  DESIGNATION -  BOHLEN 2
 KU2640  PID         -  KU2640
 KU2640  STATE/COUNTY-  NY/SUFFOLK
 KU2640  USGS QUAD   -  HUNTINGTON (1979)
 KU2640
 KU2640                         *CURRENT SURVEY CONTROL
 KU2640  ___________________________________________________________________
 KU2640* NAD 83(1996)-  40 51 10.40164(N)    073 25 31.82202(W)     ADJUSTED  
 KU2640* NAVD 88     -        97.0    (meters)     318.     (feet)  VERTCON   
 KU2640  ___________________________________________________________________
 KU2640  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 KU2640  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2640
 KU2640  HORZ ORDER  -  FIRST
 KU2640
 KU2640.The horizontal coordinates were established by classical geodetic methods
 KU2640.and adjusted by the National Geodetic Survey in January 1999..
 KU2640
 KU2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2640
 KU2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2640
 KU2640.The geoid height was determined by GEOID03.
 KU2640
 KU2640;                    North         East     Units Scale Factor Converg.
 KU2640;SPC NY L     -    76,361.467   348,441.864   MT  0.99999490   +0 22 32.8
 KU2640;SPC NY L     -   250,529.25  1,143,179.68   sFT  0.99999490   +0 22 32.8
 KU2640;UTM  18      - 4,523,619.537   632,713.771   MT  0.99981678   +1 01 48.2
 KU2640
 KU2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2640!SPC NY L     -   0.99998961  x   0.99999490  =   0.99998451
 KU2640!UTM  18      -   0.99998961  x   0.99981678  =   0.99980639
 KU2640
 KU2640|---------------------------------------------------------------------|
 KU2640| PID    Reference Object                     Distance      Geod. Az  |
 KU2640|                                                           dddmmss.s |
 KU2640| CA9147 BOHLEN 2 RM 4                        23.207 METERS 04752     |
 KU2640| KU2641 BOHLEN                               20.543 METERS 07307     |
 KU2640| CA9144 BOHLEN RM 1                          71.863 METERS 11121     |
 KU2640| CA9145 BOHLEN RM 2                          22.001 METERS 14321     |
 KU2640| CA9148 BOHLEN 2 RM 5                        25.424 METERS 18435     |
 KU2640| KU2636 WOODBURY JERICHO WATER DIST TK      APPROX. 5.1 KM 2124112.1 |
 KU2640| KU2648 COLD SPRING EAST MIL ACAD CUP       APPROX. 3.3 KM 2161218.4 |
 KU2640| KU2622 SYOSSET LADY OF MERCY ACAD CUP      APPROX. 5.9 KM 2354357.8 |
 KU2640| KU2626 SYOSSET JERICHO WATER DIST TK       APPROX. 6.5 KM 2381353.4 |
 KU2640| KU2625 SYOSSET BIBLE BAPTIST CH SPIRE      APPROX. 6.2 KM 2472502.5 |
 KU2640| KU2630 HUNTINGTON RADIO WGSM E MAST        APPROX. 0.9 KM 2555247.7 |
 KU2640| KU2943 SYOSSET JERICHO WATER DIST TK       APPROX. 8.2 KM 2571848.6 |
 KU2640|---------------------------------------------------------------------|
 KU2640
 KU2640                          SUPERSEDED SURVEY CONTROL
 KU2640
 KU2640  NAD 83(1996)-  40 51 10.40396(N)    073 25 31.82112(W) AD(       ) 1
 KU2640  NAD 83(1992)-  40 51 10.40354(N)    073 25 31.82006(W) AD(       ) 1
 KU2640  NAD 83(1986)-  40 51 10.40497(N)    073 25 31.82238(W) AD(       ) 1
 KU2640  NAD 27      -  40 51 10.05319(N)    073 25 33.38766(W) AD(       ) 1
 KU2640  NGVD 29 (07/19/86)   97.3    (m)          319.     (f) VERT ANG       
 KU2640
 KU2640.Superseded values are not recommended for survey control.
 KU2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2640.See file dsdata.txt to determine how the superseded data were derived.
 KU2640
 KU2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3271423620(NAD 83)
 KU2640_MARKER: DS = TRIANGULATION STATION DISK
 KU2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2640
 KU2640  HISTORY     - Date     Condition        Report By
 KU2640  HISTORY     - 1966     MONUMENTED       CGS
 KU2640  HISTORY     - 1966     GOOD             CGS
 KU2640  HISTORY     - 1978     GOOD             NGS
 KU2640  HISTORY     - 19950126 GOOD             USPSQD
 KU2640
 KU2640                          STATION DESCRIPTION
 KU2640
 KU2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2640'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF SYOSETT,
 KU2640'1-1/4 MILES NORTHWEST OF HUNTINGTON STATION, 1 MILE SOUTH OF
 KU2640'HUNTINGTON AND ON PROPERTY OWNED BY MR. JOHN BOHLEN.
 KU2640'
 KU2640'TO REACH THE STATION FROM THE INTERSECTION OF WEST PULASKI ROAD
 KU2640'AND STATE HIGHWAY 110 IN HUNTINGTON STATION, GO WEST ON WEST
 KU2640'PULASKI ROAD FOR 0.35 MILE TO A 4-WAY INTERSECTION AT A RAILROAD
 KU2640'CROSSING.  CROSS RAILROAD TRACKS, TURN RIGHT AND GO NORTHWEST ON
 KU2640'MACKAY ROAD FOR 0.25 MILE TO A FORK.  BEAR LEFT ON NORTH STREET
 KU2640'FOR 0.2 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO NORTH ON
 KU2640'HILLWOOD DRIVE FOR 0.2 MILE TO A FORK (PEARWOOD DRIVE).  BEAR
 KU2640'RIGHT ON HILLWOOD DRIVE FOR 0.05 MILE TO A SIDE STREET RIGHT.
 KU2640'TURN RIGHT AND GO NORTHEAST ON BERGER CT. ROAD FOR 0.1 MILE TO A
 KU2640'DRIVEWAY RIGHT AT END OF STREET.  TURN RIGHT AND GO SOUTH UPHILL
 KU2640'ON A TRACK ROAD FOR ABOUT 100 FEET TO THE STATION ON THE RIGHT.
 KU2640'
 KU2640'THE STATION MARK IS A STANDARD DISK STAMPED BOHLEN 2 1966, SET IN
 KU2640'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KU2640'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 63.9 FEET
 KU2640'SOUTHWEST OF A FENCE CORNER, 26.9 FEET SOUTH OF A SMALL RADIO
 KU2640'ANTENNA, 12.6 FEET WEST OF THE CENTER OF A TRACK ROAD AND 4.3 FEET
 KU2640'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 KU2640'
 KU2640'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOHLEN NO 1 1932, SET
 KU2640'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KU2640'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26.2 FEET
 KU2640'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 7.2 FEET NORTHEAST OF
 KU2640'THE CENTER OF A TRACK ROAD, 2 FEET SOUTHWEST OF A SMALL ROCK WALL
 KU2640'AND 0.9 FOOT SOUTHWEST OF A 1/2 INCH IRON PIPE WHICH PROJECTS 6
 KU2640'FEET ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 5 FEET LOWER IN
 KU2640'ELEVATION THAN THE STATION.
 KU2640'
 KU2640'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BOHLEN 2 NO 4 1966,
 KU2640'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2640'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 67.6 FEET
 KU2640'NORTHEAST OF THE SMALL RADIO ANTENNA, 23.7 FEET EAST OF THE FENCE
 KU2640'CORNER, 16.6 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE AND 1
 KU2640'FOOT SOUTH OF A FENCE.
 KU2640'
 KU2640'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BOHLEN 2 NO 5 1966,
 KU2640'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2640'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 87.4 FEET
 KU2640'SOUTH-SOUTHWEST OF THE METAL WITNESS POST, 87 FEET NORTH OF THE
 KU2640'NORTHEAST CORNER OF A SMALL SHED, 9.9 FEET WEST-NORTHWEST OF A
 KU2640'T-INTERSECTION AND IT IS ABOUT 6 FEET LOWER THAN THE STATION
 KU2640'ELEVATION.
 KU2640'
 KU2640'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 KU2640
 KU2640                          STATION RECOVERY (1966)
 KU2640
 KU2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2640'THE STATION WAS RECOVERED AS DESCRIBED BY J.L.C. 1966.
 KU2640
 KU2640                          STATION RECOVERY (1978)
 KU2640
 KU2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2640'THE STATION MARK, BOHLEN 1932 AND REFERENCE MARKS 1, 2 AND 4 WERE
 KU2640'RECOVERED.  REFERENCE MARK 2 WAS REPORTED AS NOT BEING FOUND IN 1966
 KU2640'BUT WAS RECOVERED BADLY CHIPPED BUT SOLID.  REFERENCE MARK 5 HAS BEEN
 KU2640'DESTROYED.  REFERENCE MARK 1 WAS UNDER A LUMBER PILE AND NO DISTANCE
 KU2640'OR DIRECTION COULD BE OBTAINED AT THIS TIME.  THE DIRECTION FROM
 KU2640'REFERENCE MARK 4 TO BOHLEN 1932 CHECKED.  THE DISTANCE TO REFERENCE
 KU2640'MARK 4 CHECKED BUT A LONGER DISTANCE OF 0.012 METER WAS NOTED TO
 KU2640'BOHLEN 1932.  A NEW DESCRIPTION FOLLOWS.
 KU2640'
 KU2640'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF SYOSSET, 1 MILE
 KU2640'NORTHWEST OF HUNTINGTON STATION, 1 MILE SOUTH OF HUNTINGTON AND ON
 KU2640'PROPERTY OWNED BY MR. JOHN BOHLEN WHO LIVES JUST EAST OF THE STATION.
 KU2640'
 KU2640'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 110 AND
 KU2640'WEST PULASKI ROAD IN HUNTINGTON STATION, GO WEST ON WEST PULASKI ROAD
 KU2640'FOR 0.35 MILE TO A INTERSECTION JUST AFTER CROSSING RAILROAD
 KU2640'TRACKS.  GO NORTHWEST ON MC KAY ROAD FOR 0.25 MILE TO A FORK.  TAKE
 KU2640'THE LEFT FORK AND GO WEST ON NORTH STREET FOR 0.2 MILE TO A SIDE ROAD
 KU2640'RIGHT.  TURN RIGHT AND GO NORTH ON HILLWOOD DRIVE FOR 0.25 MILE TO A
 KU2640'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON BERGER COURT ROAD
 KU2640'FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT AT THE END OF ROAD.  TURN
 KU2640'SHARP RIGHT AND GO SOUTH UP STEEP HILL FOR ABOUT 100 FEET TO THE
 KU2640'STATION.
 KU2640'
 KU2640'THE STATION MARK STAMPED---BOHLEN 2 1966---IS A STANDARD DISK SET
 KU2640'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 KU2640'INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET WEST OF THE EDGE OF
 KU2640'A CULTIVATED FIELD, 11 FEET SOUTHEAST OF A 12-INCH TREE AND 4.3 FEET
 KU2640'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 KU2640'
 KU2640'BOHLEN 1932 IS A STATION MARK STAMPED---BOHLEN 1932---AND IS A
 KU2640'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 KU2640'18 INCHES UNDERGROUND.  IT IS 68 FEET EAST OF THE METAL WITNESS POST,
 KU2640'49 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE AND 39 FEET
 KU2640'SOUTH-SOUTHWEST OF A 14-INCH LOCUST TREE.
 KU2640'
 KU2640'REFERENCE MARK 1 STAMPED---BOHLEN NO 1 1932---IS A STANDARD DISK
 KU2640'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 KU2640'INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET NORTHWEST OF THE
 KU2640'NORTHWEST CORNER OF A BARN AND 7 FEET NORTH OF THE CENTER OF A TRACK
 KU2640'ROAD.
 KU2640'
 KU2640'REFERENCE MARK 2 STAMPED---BOHLEN NO 2 1932---IS A STANDARD DISK SET
 KU2640'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 KU2640'INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET NORTH OF THE CENTER
 KU2640'OF THE TRACK ROAD, 14.5 FEET WEST OF A 8-INCH LOCUST TREE AND 12 FEET
 KU2640'SOUTH OF THE EDGE OF A CULTIVATED FIELD.
 KU2640'
 KU2640'REFERENCE MARK 4 STAMPED---BOHLEN 2 NO 4 1966---IS A STANDARD DISK
 KU2640'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KU2640'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET WEST OF
 KU2640'THE 14-INCH LOCUST TREE, 16.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KU2640'THE HOUSE AND 1.5 FEET SOUTH OF A WIRE FENCE.
 KU2640'
 KU2640'THE 1966 DISTANCE TO REFERENCE MARK 1 IS 235.77 FEET.
 KU2640
 KU2640                          STATION RECOVERY (1995)
 KU2640
 KU2640'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4549 ***********************************************************************
 LX4549  DESIGNATION -  BOICE 2
 LX4549  PID         -  LX4549
 LX4549  STATE/COUNTY-  NY/DUTCHESS
 LX4549  USGS QUAD   -  ROCK CITY (1978)
 LX4549
 LX4549                         *CURRENT SURVEY CONTROL
 LX4549  ___________________________________________________________________
 LX4549* NAD 83(1996)-  41 55 55.16470(N)    073 49 29.26738(W)     ADJUSTED  
 LX4549* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LX4549  ___________________________________________________________________
 LX4549  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 LX4549  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LX4549
 LX4549  HORZ ORDER  -  FIRST
 LX4549
 LX4549.The horizontal coordinates were established by classical geodetic methods
 LX4549.and adjusted by the National Geodetic Survey in January 1999..
 LX4549
 LX4549.The orthometric height was scaled from a topographic map.
 LX4549
 LX4549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4549
 LX4549.The geoid height was determined by GEOID03.
 LX4549
 LX4549;                    North         East     Units Scale Factor Converg.
 LX4549;SPC NY E     -   344,267.260   205,995.193   MT  0.99993857   +0 27 04.4
 LX4549;SPC NY E     - 1,129,483.50    675,835.90   sFT  0.99993857   +0 27 04.4
 LX4549;UTM  18      - 4,642,892.996   597,431.869   MT  0.99971681   +0 47 07.4
 LX4549
 LX4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4549!SPC NY E     -   0.99996891  x   0.99993857  =   0.99990749
 LX4549!UTM  18      -   0.99996891  x   0.99971681  =   0.99968573
 LX4549
 LX4549:                Primary Azimuth Mark                     Grid Az
 LX4549:SPC NY E     -  BLUE HILL NEAR BEACON                    001 49 46.0
 LX4549:UTM  18      -  BLUE HILL NEAR BEACON                    001 29 43.0
 LX4549
 LX4549|---------------------------------------------------------------------|
 LX4549| PID    Reference Object                     Distance      Geod. Az  |
 LX4549|                                                           dddmmss.s |
 LX4549| MZ2104 BLUE HILL NEAR BEACON               APPROX.28.4 KM 0021650.4 |
 LX4549| LX4426 FIRE TOWER                          APPROX.11.9 KM 0723045.0 |
 LX4549| CF2652 BOICE 2 AZ MK                                      0792906.0 |
 LX4549| CF2653 BOICE 2 RM 1                         11.090 METERS 15734     |
 LX4549| CF2654 BOICE 2 RM 2                         12.823 METERS 26341     |
 LX4549| LY2417 ULSTER COUNTY TB HOSP TANK          APPROX.16.2 KM 2635724.7 |
 LX4549| LX4547 E SIDE OF HUDSON RIVER GREY TK      APPROX. 8.1 KM 3331718.3 |
 LX4549|---------------------------------------------------------------------|
 LX4549
 LX4549                          SUPERSEDED SURVEY CONTROL
 LX4549
 LX4549  NAD 83(1996)-  41 55 55.16582(N)    073 49 29.26829(W) AD(       ) 1
 LX4549  NAD 83(1996)-  41 55 55.16579(N)    073 49 29.26832(W) AD(       ) 1
 LX4549  NAD 83(1992)-  41 55 55.16586(N)    073 49 29.26822(W) AD(       ) 1
 LX4549  NAD 83(1992)-  41 55 55.16604(N)    073 49 29.26849(W) AD(       ) 1
 LX4549  NAD 83(1986)-  41 55 55.16622(N)    073 49 29.26793(W) AD(       ) 1
 LX4549  NAD 27      -  41 55 54.83300(N)    073 49 30.79400(W) AD(       ) 1
 LX4549
 LX4549.Superseded values are not recommended for survey control.
 LX4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4549.See file dsdata.txt to determine how the superseded data were derived.
 LX4549
 LX4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9743242893(NAD 83)
 LX4549_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4549
 LX4549  HISTORY     - Date     Condition        Report By
 LX4549  HISTORY     - 1938     MONUMENTED       CGS
 LX4549  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LX4549  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LX4549  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4549  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4549
 LX4549                          STATION DESCRIPTION
 LX4549
 LX4549'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4549'STATION IS ABOUT 6 MILES BY ROAD E OF TOWN OF RHINEBECK, ON
 LX4549'BOICE HILL, ON LAND OWNED BY MR. BOICE HICKS AND MISS JENNY
 LX4549'HICKS.  HILL IS HIGH AND BARE AND HAS BEEN UNDER CULTIVATION
 LX4549'FOR A LONG TIME.  STATION IS ON HIGHEST POINT OF HILL ABOUT
 LX4549'148 FEET N OF A LARGE LONE OAK TREE.  MARK IS IN A SQUARE BLOCK
 LX4549'OF CONCRETE PROJECTING ABOUT 10 INCHES ABOVE GROUND AND IS
 LX4549'STAMPED BOICE 2 1938.
 LX4549'
 LX4549'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LX4549'BRONZE DISKS SET IN CONCRETE AND OUTCROPPING BEDROCK AS
 LX4549'DESCRIBED IN NOTES 1A, 7A, 11A, AND 12A.
 LX4549'
 LX4549'TO REACH STATION FROM RHINEBECK, GO E FROM STOPLIGHT ON
 LX4549'N.Y. 308, 3.2 MILES TO A MACADAM ROAD TO R.  TURN R OFF 308 AND
 LX4549'GO E ON POOR MACADAM ROAD 0.6 MILE TO A GRAVEL T-ROAD R.  TURN
 LX4549'R AND GO 2.1 MILES TO A FORK.  TURN L HERE AND GO 0.7 MILE
 LX4549'ON GRAVEL ROAD TO A DIM ROCKY TRAIL TO L BY A LARGE OAK TREE
 LX4549'ON L SIDE OF ROAD.  TURN L ON THIS TRAIL AND GO 0.1 MILE UP A
 LX4549'STEEP HILL TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.05 MILE
 LX4549'TO A GATE ON L INTO A PASTURE FIELD.  TURN L THROUGH THIS OPEN
 LX4549'GATE AND FOLLOW ALONG N SIDE OF STONE FENCE 0.15 MILE UPHILL
 LX4549'TO TOP AND WALK THROUGH CULTIVATED FIELD ABOUT 200 YARDS S
 LX4549'TO STATION.  PERMISSION CAN BE OBTAINED FROM MR. HICKS TO
 LX4549'DRIVE THROUGH THIS FIELD TO BUILD STATION.
 LX4549'
 LX4549'REFERENCE MARKS NOS. 1 AND 2 ARE SET IN CONCRETE BLOCKS
 LX4549'PROJECTING ABOUT 1 INCH ABOVE GROUND AND ARE STAMPED BOICE 2
 LX4549'NO. 1 1938 AND BOICE 2 NO. 2 1938.
 LX4549'
 LX4549'AZIMUTH MARK IS A STANDARD AZIMUTH MARK SET IN A DRILL HOLE
 LX4549'IN A LARGE ROCK ABOUT 0.2 MILE E OF STATION AND JUST BEYOND
 LX4549'GATE MENTIONED IN DESCRIPTION.
 LX4549'
 LX4549'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX4549
 LX4549                          STATION RECOVERY (1939)
 LX4549
 LX4549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 LX4549'ABOUT 6 MILES BY ROAD EAST OF RHINEBECK, ON BOICE HILL, ON LAND
 LX4549'OWNED BY MR. BOICE HICKS AND MISS JENNY HICKS.  THE HILL IS
 LX4549'HIGH AND BARE AND HAS BEEN UNDER CULTIVATION FOR A LONG
 LX4549'PERIOD.  THE STATION IS ON THE HIGHEST POINT OF THE HILL ABOUT
 LX4549'148 FEET NORTH OF A LARGE, LONE OAK TREE.  TO REACH THE STATION
 LX4549'FROM RHINEBECK, GO EAST FROM THE STOP LIGHT ON STATE ROUTE 308
 LX4549'FOR 3.2 MILES TO A MACADAM ROAD TO THE RIGHT.  TURN RIGHT OFF
 LX4549'ROUTE 308 AND GO EAST ON POOR MACADAM ROAD FOR 0.6 MILE TO A
 LX4549'GRAVEL T-ROAD RIGHT.  TURN RIGHT AND GO 2.1 MILES TO A FORK,
 LX4549'TURN LEFT HERE AND GO 0.7 MILE ON GRAVEL ROAD TO A DIM ROCKY
 LX4549'ROAD TO THE LEFT BY A LARGE OAK TREE ON THE LEFT SIDE OF
 LX4549'THE ROAD.  TURN LEFT ON THIS TRAIL AND GO 0.1 MILE UP A
 LX4549'STEEP HILL TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR
 LX4549'0.05 MILE TO A GATE ON THE LEFT INTO A PASTURE FIELD.  TURN
 LX4549'LEFT THROUGH THIS OPEN GATE AND FOLLOW ALONG THE NORTH SIDE
 LX4549'OF A STONE FENCE FOR 0.15 MILE UP HILL TO THE TOP AND WALK
 LX4549'THROUGH CULTIVATED FIELD ABOUT 200 YARDS SOUTH TO THE
 LX4549'STATION.  PERMISSION CAN BE OBTAINED FROM MR. HICKS TO
 LX4549'DRIVE THROUGH HIS FIELD TO THE STATION.
 LX4549'
 LX4549'STATION MARK IS A STANDARD DISC SET IN A SQUARE BLOCK OF
 LX4549'CONCRETE, PROJECTING ABOUT TEN INCHES ABOVE THE GROUND.  STAMPED
 LX4549'BOICE 2 1938.
 LX4549'
 LX4549'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK SET IN A
 LX4549'CONCRETE BLOCK PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  STAMPED
 LX4549'BOICE 2 NO. 1 1938.
 LX4549'
 LX4549'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK SET IN A
 LX4549'CONCRETE BLOCK PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  STAMPED
 LX4549'BOICE 2 NO. 2 1938.
 LX4549'
 LX4549'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK SET IN A DRILL
 LX4549'HOLE IN A LARGE ROCK ABOUT 0.2 MILE EAST OF THE STATION AND JUST
 LX4549'BEYOND THE GATE MENTIONED IN THE DESCRIPTION.
 LX4549'
 LX4549'UNDERGROUND STATION MARK IS SET ACCORDING TO NOTE 7A.
 LX4549
 LX4549                          STATION RECOVERY (1953)
 LX4549
 LX4549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 LX4549'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LX4549'CONDITION.  THE FIELD IN WHICH THE STATION IS LOCATED IS NO
 LX4549'LONGER UNDER CULTIVATION.  A FOUR-WHEEL DRIVE TRUCK WOULD BE
 LX4549'REQUIRED TO DRIVE TO STATION FROM MAIN ROAD.
 LX4549'
 LX4549'THE DESCRIPTION TO REACH FROM RHINEBECK IS ADEQUATE.
 LX4549
 LX4549                          STATION RECOVERY (1963)
 LX4549
 LX4549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX4549'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX4549
 LX4549                          STATION RECOVERY (1975)
 LX4549
 LX4549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4549'STATION MARK, RM 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LX4549'CONDITION.  RM 1 WAS FOUND TIPPED ABOUT 10 DEGREES TO
 LX4549'EAST.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 LX4549'CHECKED.  THE STATION HILL HAS A DENSE STAND OF PLANTED WHITE
 LX4549'SPRUCE TREES UP TO 30 FEET TALL NOW, AND VIEW IS BLOCKED IN
 LX4549'ALL DIRECTIONS.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 LX4549'
 LX4549'STATION MARK NOW PROJECTS 12 INCHES FROM GROUND AND IS ABOUT
 LX4549'200 YARDS SOUTH-SOUTHWEST OF A STONE FENCE.  BOTH REFERENCE
 LX4549'MARKS ALSO PROJECT 12 INCHES FROM GROUND NOW.
 LX4549'
 LX4549'THE 1939 DESCRIPTION TO REACH STATION IS ADEQUATE, EXCEPT
 LX4549'THAT IT IS NOW NECESSARY TO WALK UP THROUGH THE DENSE SPRUCE
 LX4549'TREES FROM BOICE ROAD, ABOUT 1/4-MILE.
 LX4549'
 LX4549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4549'2-3/4 MILES SOUTH OF ROCK CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2144 ***********************************************************************
 KU2144  DESIGNATION -  BOLLARD 1
 KU2144  PID         -  KU2144
 KU2144  STATE/COUNTY-  NY/BRONX
 KU2144  USGS QUAD   -  CENTRAL PARK (1979)
 KU2144
 KU2144                         *CURRENT SURVEY CONTROL
 KU2144  ___________________________________________________________________
 KU2144* NAD 83(1996)-  40 48 08.81564(N)    073 54 18.06055(W)     ADJUSTED  
 KU2144* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU2144  ___________________________________________________________________
 KU2144  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 KU2144  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU2144
 KU2144  HORZ ORDER  -  THIRD
 KU2144
 KU2144.The horizontal coordinates were established by classical geodetic methods
 KU2144.and adjusted by the National Geodetic Survey in January 1999..
 KU2144
 KU2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2144
 KU2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2144
 KU2144.The geoid height was determined by GEOID03.
 KU2144
 KU2144;                    North         East     Units Scale Factor Converg.
 KU2144;SPC NY E     -   218,781.638   200,203.298   MT  0.99993101   +0 23 19.7
 KU2144;SPC NY E     -   717,786.09    656,833.65   sFT  0.99993101   +0 23 19.7
 KU2144;SPC NY L     -    70,605.538   308,015.201   MT  0.99999524   +0 03 43.7
 KU2144;SPC NY L     -   231,645.00  1,010,546.54   sFT  0.99999524   +0 03 43.7
 KU2144;SPC NJ       -   218,781.638   200,203.298   MT  0.99993101   +0 23 19.7
 KU2144;SPC NJ       -   717,786.09    656,833.65   sFT  0.99993101   +0 23 19.7
 KU2144;UTM  18      - 4,517,404.154   592,365.003   MT  0.99970500   +0 42 56.1
 KU2144
 KU2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2144!SPC NY E     -   1.00000465  x   0.99993101  =   0.99993566
 KU2144!SPC NY L     -   1.00000465  x   0.99999524  =   0.99999989
 KU2144!SPC NJ       -   1.00000465  x   0.99993101  =   0.99993566
 KU2144!UTM  18      -   1.00000465  x   0.99970500  =   0.99970964
 KU2144
 KU2144                          SUPERSEDED SURVEY CONTROL
 KU2144
 KU2144  NAD 83(1996)-  40 48 08.81623(N)    073 54 18.06100(W) AD(       ) 3
 KU2144  NAD 83(1992)-  40 48 08.81602(N)    073 54 18.06137(W) AD(       ) 3
 KU2144  NAD 83(1986)-  40 48 08.81842(N)    073 54 18.06034(W) AD(       ) 3
 KU2144  NGVD 29 (05/04/87)    2.2    (m)            7.     (f) VERT ANG       
 KU2144
 KU2144.Superseded values are not recommended for survey control.
 KU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2144.See file dsdata.txt to determine how the superseded data were derived.
 KU2144
 KU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9236517404(NAD 83)
 KU2144_MARKER: H = DRILL HOLE
 KU2144_SETTING: 0 = UNSPECIFIED SETTING
 KU2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2144
 KU2144  HISTORY     - Date     Condition        Report By
 KU2144  HISTORY     - 1986     MONUMENTED       NOS
 KU2144  HISTORY     - 19940913 MARK NOT FOUND   USPSQD
 KU2144
 KU2144                          STATION DESCRIPTION
 KU2144
 KU2144'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2144'THE STATION IS LOCATED ALONG THE EAST RIVER ON THE GROUNDS OF THE
 KU2144'ULTRAMAR PETROLEUM INCORPORATED, 939 EAST 138TH STREET IN THE
 KU2144'BRONX BUROUGH OF NEW YORK CITY.
 KU2144'
 KU2144'TO REACH THE STATION FROM THE TRIBOROUGH BRIDGE TOLL BOOTH GO
 KU2144'NORTH TO THE BRUCKNER EXPRESSWAY AND EXIT AT 139TH STREET.  GO
 KU2144'EAST ON 138TH STREET FOR 0.27 MILE TO A CROSS STREET AND TURN LEFT.
 KU2144'GO ONE BLOCK AND TURN RIGHT INTO THE FUEL LOADING AREA OF THE
 KU2144'ULTRAMAR AND THE AREA OF THE STATION ON THE BOLLARD ON THE MOST
 KU2144'NORTHERLY ROUND CONCRETE PLATFORM IN THE RIVER AT THE ULTRAMAR
 KU2144'DOCK.
 KU2144'
 KU2144'THE STATION IS A DRILL HOLE IN THE TOP OF A LARGE STEEL BOLLARD.
 KU2144'PERMISSION MUST BE OBTAINED FROM THE COMPANY PRIOR TO OCCUPYING
 KU2144'THE STATION.  THE COMPANYS SHIP SCHEDULE OF INCOMING AND OUTGOING
 KU2144'BARGES ARE ERRATIC AND THEY WOULD HOLD THE PRIORITY FOR USEAGE OF
 KU2144'THE DOCK AREA SO COORDINATION IS REQUIRED.
 KU2144'
 KU2144'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KU2144'
 KU2144'DESCRIBED BY R DECROIX.
 KU2144
 KU2144                          STATION RECOVERY (1994)
 KU2144
 KU2144'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2145 ***********************************************************************
 KU2145  DESIGNATION -  BOLLARD 2
 KU2145  PID         -  KU2145
 KU2145  STATE/COUNTY-  NY/BRONX
 KU2145  USGS QUAD   -  CENTRAL PARK (1979)
 KU2145
 KU2145                         *CURRENT SURVEY CONTROL
 KU2145  ___________________________________________________________________
 KU2145* NAD 83(1996)-  40 48 04.27131(N)    073 54 22.02438(W)     ADJUSTED  
 KU2145* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KU2145  ___________________________________________________________________
 KU2145  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KU2145  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU2145
 KU2145  HORZ ORDER  -  THIRD
 KU2145
 KU2145.The horizontal coordinates were established by classical geodetic methods
 KU2145.and adjusted by the National Geodetic Survey in January 1999..
 KU2145
 KU2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2145
 KU2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2145
 KU2145.The geoid height was determined by GEOID03.
 KU2145
 KU2145;                    North         East     Units Scale Factor Converg.
 KU2145;SPC NY E     -   218,640.841   200,111.342   MT  0.99993090   +0 23 17.1
 KU2145;SPC NY E     -   717,324.16    656,531.96   sFT  0.99993090   +0 23 17.1
 KU2145;SPC NY L     -    70,465.258   307,922.437   MT  0.99999526   +0 03 41.1
 KU2145;SPC NY L     -   231,184.77  1,010,242.20   sFT  0.99999526   +0 03 41.1
 KU2145;SPC NJ       -   218,640.841   200,111.342   MT  0.99993090   +0 23 17.1
 KU2145;SPC NJ       -   717,324.16    656,531.96   sFT  0.99993090   +0 23 17.1
 KU2145;UTM  18      - 4,517,262.866   592,273.872   MT  0.99970480   +0 42 53.4
 KU2145
 KU2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2145!SPC NY E     -   1.00000464  x   0.99993090  =   0.99993554
 KU2145!SPC NY L     -   1.00000464  x   0.99999526  =   0.99999990
 KU2145!SPC NJ       -   1.00000464  x   0.99993090  =   0.99993554
 KU2145!UTM  18      -   1.00000464  x   0.99970480  =   0.99970944
 KU2145
 KU2145                          SUPERSEDED SURVEY CONTROL
 KU2145
 KU2145  NAD 83(1996)-  40 48 04.27189(N)    073 54 22.02482(W) AD(       ) 3
 KU2145  NAD 83(1992)-  40 48 04.27168(N)    073 54 22.02520(W) AD(       ) 3
 KU2145  NAD 83(1986)-  40 48 04.27411(N)    073 54 22.02421(W) AD(       ) 3
 KU2145  NGVD 29 (05/04/87)    2.2    (m)            7.     (f) VERT ANG       
 KU2145
 KU2145.Superseded values are not recommended for survey control.
 KU2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2145.See file dsdata.txt to determine how the superseded data were derived.
 KU2145
 KU2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9227417263(NAD 83)
 KU2145_MARKER: X = CHISELED CROSS
 KU2145_SETTING: 0 = UNSPECIFIED SETTING
 KU2145_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2145
 KU2145  HISTORY     - Date     Condition        Report By
 KU2145  HISTORY     - 1986     MONUMENTED       NOS
 KU2145
 KU2145                          STATION DESCRIPTION
 KU2145
 KU2145'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2145'THE STATION IS LOCATED ALONG THE EAST RIVER ON THE GROUNDS OF THE
 KU2145'ULTRAMAR PETROLEUM INCORPORATED, 939 EAST 138TH STREET, BRONX
 KU2145'BUROUGH OF NEW YORK CITY.
 KU2145'
 KU2145'TO REACH THE STATION FROM THE TRIBOROUGH BRIDGE TOLL BOOTH GO
 KU2145'NORTH TO THE BRUCKNER EXPRESSWAY AND EXIT AT 138TH STREET.
 KU2145'GO EAST ON 138TH STREET TO THE END OF THE STREET NEAR THE WATERS
 KU2145'EDGE.  PARK AND WALK TO THE RIGHT, THROUGH THE GATE, AND OUT ONTO
 KU2145'THE CONCRETE AND STEEL DOCK.  THE STATION IS ON THE MOST NORTHERLY
 KU2145'OF TWO CONCRETE PLATFORMS THAT CONNECT TO THE PUMPING AREA.
 KU2145'
 KU2145'THE STATION IS A CHISLED CROSS ON TOP OF THE NORTH BOLLARD.  PRIOR
 KU2145'TO OCCUPYING THE STATION PERMISSION MUST BE OBTAINED FROM THE
 KU2145'COMPANY.  THE OFFICE IS LOCATED JUST ACROSS 138TH STREET WHERE
 KU2145'THE STREET ENDS.  THE COMPANYS SHIP SCHEDULE MUST HAVE PRECEDENCE
 KU2145'OVER ANY SURVEY WORK SO A COORDINATED SCHEDULE MAY HAVE TO BE WORKED
 KU2145'OUT.
 KU2145'MR GEORGE H KLINK IS THE SUPERINTENDANT.  PHONE NUMBER (212)585
 KU2145'939 EAST 138TH STREET
 KU2145'BRONX, NEW YORK 10454.
 KU2145'
 KU2145'HEIGHT OF LIGHT SHOWN WAS 0.50 METERS ABOVE THE MARK.
 KU2145'
 KU2145'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4580 ***********************************************************************
 LX4580  DESIGNATION -  BOLLES ISLAND 2
 LX4580  PID         -  LX4580
 LX4580  STATE/COUNTY-  NY/DUTCHESS
 LX4580  USGS QUAD   -  HYDE PARK (1997)
 LX4580
 LX4580                         *CURRENT SURVEY CONTROL
 LX4580  ___________________________________________________________________
 LX4580* NAD 83(1996)-  41 48 50.68440(N)    073 56 43.05339(W)     ADJUSTED  
 LX4580* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4580  ___________________________________________________________________
 LX4580  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 LX4580  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX4580
 LX4580  HORZ ORDER  -  THIRD
 LX4580
 LX4580.The horizontal coordinates were established by classical geodetic methods
 LX4580.and adjusted by the National Geodetic Survey in January 1999..
 LX4580
 LX4580.The orthometric height was scaled from a topographic map.
 LX4580
 LX4580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4580
 LX4580.The geoid height was determined by GEOID03.
 LX4580
 LX4580;                    North         East     Units Scale Factor Converg.
 LX4580;SPC NY E     -   331,100.334   196,086.938   MT  0.99992613   +0 22 11.4
 LX4580;SPC NY E     - 1,086,285.01    643,328.56   sFT  0.99992613   +0 22 11.4
 LX4580;UTM  18      - 4,629,671.570   587,602.718   MT  0.99969443   +0 42 11.6
 LX4580
 LX4580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4580!SPC NY E     -   1.00000455  x   0.99992613  =   0.99993068
 LX4580!UTM  18      -   1.00000455  x   0.99969443  =   0.99969897
 LX4580
 LX4580|---------------------------------------------------------------------|
 LX4580| PID    Reference Object                     Distance      Geod. Az  |
 LX4580|                                                           dddmmss.s |
 LX4580| CF2655 BOLLES ISLAND 2 RM 1                 11.830 METERS 00945     |
 LX4580| LX4586 BLUNTS ISLAND RESET                 APPROX. 0.6 KM 0115056.3 |
 LX4580| CF2656 BOLLES ISLAND 2 RM 2                  7.450 METERS 09008     |
 LX4580| LX4567 W PARK HOLY CROSS MONAST CUP        APPROX. 1.6 KM 2174222.5 |
 LX4580| LX4576 ESOPUS ISLAND LIGHTHOUSE            APPROX. 1.0 KM 3463327.2 |
 LX4580|---------------------------------------------------------------------|
 LX4580
 LX4580                          SUPERSEDED SURVEY CONTROL
 LX4580
 LX4580  NAD 83(1986)-  41 48 50.68613(N)    073 56 43.05346(W) AD(       ) 3
 LX4580  NAD 27      -  41 48 50.35600(N)    073 56 44.56100(W) AD(       ) 3
 LX4580
 LX4580.Superseded values are not recommended for survey control.
 LX4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4580.See file dsdata.txt to determine how the superseded data were derived.
 LX4580
 LX4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8760329672(NAD 83)
 LX4580
 LX4580  HISTORY     - Date     Condition        Report By
 LX4580  HISTORY     - 1933     MONUMENTED       CGS
 LX4580  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4580  HISTORY     - 1983     GOOD             USPSQD
 LX4580
 LX4580                          STATION DESCRIPTION
 LX4580
 LX4580'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4580'THIS STATION IS LOCATED ON TOP OF THE ROCK RIDGE ON THE W SIDE OF
 LX4580'BOLLES ISLAND AND NEAR THE CENTER OF THE ISLAND IN A N-S
 LX4580'DIRECTION.  BOLLES ISLAND IS THE FIRST ISLAND IN THE HUDSON RIVER
 LX4580'N OF BARDS ROCK.  THE STATION IS MARKED BY A STANDARD DISK STAMPED
 LX4580'BOLLES ISLAND 2, 1933.  REFERENCE MARK 2 IS A STANDARD DISK
 LX4580'STAMPED BOLLES ISLAND 2, 1933, 2, CEMENTED IN A DRILL HOLE IN THE
 LX4580'ROCK RIDGE ON THE E SIDE OF THE ISLAND.  REFERENCE MARK 1 IS
 LX4580'A SIMILAR DISK CEMENTED IN A DRILL HOLE IN LEDGE ROCK AT N END
 LX4580'OF ISLAND.
 LX4580'
 LX4580'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4580
 LX4580                          STATION RECOVERY (1935)
 LX4580
 LX4580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4580'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX4580
 LX4580                          STATION RECOVERY (1983)
 LX4580
 LX4580'RECOVERY NOTE BY US POWER SQUADRON 1983 (EVW)
 LX4580'BOLLES ID 2 1933 (TRIANGULATION) RECOVERED GOOD.
 LX4580'
 LX4580'BOLLES ID 2 2 1933 (REFERENCE 2)
 LX4580'
 LX4580'BOLLES ID 2 1 1933 (REFERENCE 1)
 LX4580'
 LX4580'TRIANGULATION MARK AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION
 LX4580'AND THE JAN 1978 HORIZONTAL CONTROL DATA SHEET HAS AN ADEQUATE
 LX4580'DESCRIPTION.  NOTE HOWEVER THAT THE OWNER OF THE PROPERTY STATED
 LX4580'THEIR DEED NAMES THE ISLAND HAD NOT BOLLES AS NOTED IN THE
 LX4580'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0522 ***********************************************************************
 NB0522  DESIGNATION -  BOLT
 NB0522  PID         -  NB0522
 NB0522  STATE/COUNTY-  NY/CAYUGA
 NB0522  USGS QUAD   -  CAYUGA (1954)
 NB0522
 NB0522                         *CURRENT SURVEY CONTROL
 NB0522  ___________________________________________________________________
 NB0522* NAD 83(1986)-  42 54 41.     (N)    076 43 39.     (W)     SCALED    
 NB0522* NAVD 88     -       121.93   (+/-2cm)     400.0    (feet)  VERTCON   
 NB0522  ___________________________________________________________________
 NB0522  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 NB0522
 NB0522  VERT ORDER  -  ? (See Below)
 NB0522
 NB0522.The horizontal coordinates were scaled from a topographic map and have
 NB0522.an estimated accuracy of +/- 6 seconds.
 NB0522
 NB0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0522.The vertical order pertains to the NGVD 29 superseded value.
 NB0522
 NB0522.The geoid height was determined by GEOID03.
 NB0522
 NB0522;                    North         East    Units  Estimated Accuracy
 NB0522;SPC NY C     -   323,340.      238,230.      MT  (+/- 180 meters Scaled)
 NB0522
 NB0522                          SUPERSEDED SURVEY CONTROL
 NB0522
 NB0522  NGVD 29 (??/??/92)  122.104  (m)          400.60   (f) ADJ UNCH    ?  
 NB0522
 NB0522.Superseded values are not recommended for survey control.
 NB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0522.See file dsdata.txt to determine how the superseded data were derived.
 NB0522
 NB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN589524(NAD 83)
 NB0522_MARKER: R = RIVET
 NB0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0522_SP_SET: CULVERT
 NB0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0522
 NB0522  HISTORY     - Date     Condition        Report By
 NB0522  HISTORY     - UNK      MONUMENTED       NYCRR
 NB0522  HISTORY     - 1932     GOOD             NGS
 NB0522  HISTORY     - 1982     GOOD             NGS
 NB0522  HISTORY     - 1990     GOOD             USPSQD
 NB0522
 NB0522                          STATION DESCRIPTION
 NB0522
 NB0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0522'0.7 MI S FROM CAYUGA.
 NB0522'ON THE NEW YORK CENTRAL RAILROAD, 0.4 MILE NORTH OF RAILROAD BRIDGE
 NB0522'A-35-B, 0.3 MILE NORTH OF MILEPOST 36, AT A RAILROAD BOX CULVERT, IN
 NB0522'THE CENTER OF THE TOP OF THE EAST HEADWALL.
 NB0522
 NB0522                          STATION RECOVERY (1982)
 NB0522
 NB0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0522'0.25 KM (0.15 MI) WEST ALONG WEST GENESEE STREET FROM THE
 NB0522'INTERSECTION OF STATE HIGHWAY 90 IN CAYUGA, TO ITS END, THENCE 1.0 KM
 NB0522'(0.6 MI) SOUTHEAST ALONG THE CONRAIL RAILROAD TO THE MARK ON THE LEFT
 NB0522'IN THE SEND OF THE EAST HEADWALL OF A OVERPASS UNDER THE TRACKS 2.09
 NB0522'M (6.9 FT) EAST OF THE EAST RAIL.
 NB0522
 NB0522                          STATION RECOVERY (1990)
 NB0522
 NB0522'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0517 ***********************************************************************
 NC0517  DESIGNATION -  BOLT
 NC0517  PID         -  NC0517
 NC0517  STATE/COUNTY-  NY/ERIE
 NC0517  USGS QUAD   -  ANGOLA (1960)
 NC0517
 NC0517                         *CURRENT SURVEY CONTROL
 NC0517  ___________________________________________________________________
 NC0517* NAD 83(1986)-  42 39 16.     (N)    079 00 30.     (W)     SCALED    
 NC0517* NAVD 88     -       207.577  (meters)     681.03   (feet)  POSTED    
 NC0517  ___________________________________________________________________
 NC0517  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NC0517  DYNAMIC HT  -         207.520 (meters)     680.84  (feet)  COMP
 NC0517  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NC0517
 NC0517  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NC0517
 NC0517.The horizontal coordinates were scaled from a topographic map and have
 NC0517.an estimated accuracy of +/- 6 seconds.
 NC0517
 NC0517.The orthometric height was determined by differential leveling
 NC0517.and adjusted by the National Geodetic Survey in 1992..
 NC0517.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NC0517.rate of 0.0 thru 1.0 mm/km.
 NC0517
 NC0517.The geoid height was determined by GEOID03.
 NC0517
 NC0517.The dynamic height is computed by dividing the NAVD 88
 NC0517.geopotential number by the normal gravity value computed on the
 NC0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0517.degrees latitude (g = 980.6199 gals.).
 NC0517
 NC0517.The modeled gravity was interpolated from observed gravity values.
 NC0517
 NC0517;                    North         East    Units  Estimated Accuracy
 NC0517;SPC NY W     -   294,870.      315,150.      MT  (+/- 180 meters Scaled)
 NC0517
 NC0517                          SUPERSEDED SURVEY CONTROL
 NC0517
 NC0517  NGVD 29 (??/??/92)  207.706  (m)          681.45   (f) ADJ UNCH    1 0
 NC0517
 NC0517.Superseded values are not recommended for survey control.
 NC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0517.See file dsdata.txt to determine how the superseded data were derived.
 NC0517
 NC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH632243(NAD 83)
 NC0517_MARKER: B = BOLT
 NC0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0517_SP_SET: UNDERPASS
 NC0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0517
 NC0517  HISTORY     - Date     Condition        Report By
 NC0517  HISTORY     - UNK      MONUMENTED       CGS
 NC0517  HISTORY     - 1934     GOOD             NGS
 NC0517  HISTORY     - 1990     GOOD             USPSQD
 NC0517
 NC0517                          STATION DESCRIPTION
 NC0517
 NC0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NC0517'3.25 MI SE FROM STURGEON POINT.
 NC0517'BENCH MARK ESTABLISHED BY THE UNITED STATES COAST AND GEODETIC SURVEY,
 NC0517'IS IN ERIC COUNTY, NEW YORK, ABOUT 3 1/4 MILES SOUTHEAST OF STURGEON
 NC0517'POINT, 1 1/2 MILES NORTHWEST OF ANGOLA, FROM INTERSECTION OF HIGHWAY
 NC0517'NO. 5 AND DERBY-JERUSALEM CORNERS ROAD, PROCEED EAST 0.7 MILE TO
 NC0517'INTERSECTION OF DELAMATER ROAD, TURN RIGHT, GO SOUTH 2.8 MILES TO
 NC0517'INTERSECTION OF EDEN-EVANS CENTER ROAD, TURN LEFT, GO 317 FEET EAST TO
 NC0517'INTERSECTION OF PENN CENTRAL RAILROAD TRACKS, TURN LEFT INTO SERVICE
 NC0517'ROAD ALONG SIDE TRACKS, GO 0.17 MILE NORTHWEST TO A 21-FOOT LONG
 NC0517'CONCRETE CATTLE UNDERPASS, 23.7 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 NC0517'TRACK, 0.5 FOOT SOUTHEAST OF NORTHWEST FACE AND 0.5 FOOT NORTHEAST OF
 NC0517'NORTHWEST FACE OF UNDERPASS WALL, ABOUT 2 FEET BELOW THE TRACK, BEING
 NC0517'HIGHEST POINT ON TOP OF A 1 1/2 INCH DIAMETER IRON BOLT SET INTO THE
 NC0517'TOP OF THE UNDERPASS WALL.
 NC0517
 NC0517                          STATION RECOVERY (1990)
 NC0517
 NC0517'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCD)
 NC0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1694 ***********************************************************************
 KU1694  DESIGNATION -  BOLT
 KU1694  PID         -  KU1694
 KU1694  STATE/COUNTY-  NY/WESTCHESTER
 KU1694  USGS QUAD   -  MOUNT VERNON (1979)
 KU1694
 KU1694                         *CURRENT SURVEY CONTROL
 KU1694  ___________________________________________________________________
 KU1694* NAD 83(1986)-  40 54 50.     (N)    073 50 56.     (W)     SCALED    
 KU1694* NAVD 88     -        29.027  (meters)      95.23   (feet)  ADJUSTED  
 KU1694  ___________________________________________________________________
 KU1694  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU1694  DYNAMIC HT  -          29.016 (meters)      95.20  (feet)  COMP
 KU1694  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 KU1694
 KU1694  VERT ORDER  -  FIRST     CLASS I
 KU1694
 KU1694.The horizontal coordinates were scaled from a topographic map and have
 KU1694.an estimated accuracy of +/- 6 seconds.
 KU1694
 KU1694.The orthometric height was determined by differential leveling
 KU1694.and adjusted by the National Geodetic Survey in June 1991..
 KU1694
 KU1694.The geoid height was determined by GEOID03.
 KU1694
 KU1694.The dynamic height is computed by dividing the NAVD 88
 KU1694.geopotential number by the normal gravity value computed on the
 KU1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1694.degrees latitude (g = 980.6199 gals.).
 KU1694
 KU1694.The modeled gravity was interpolated from observed gravity values.
 KU1694
 KU1694;                    North         East    Units  Estimated Accuracy
 KU1694;SPC NY E     -   231,190.      204,850.      MT  (+/- 180 meters Scaled)
 KU1694
 KU1694                          SUPERSEDED SURVEY CONTROL
 KU1694
 KU1694  NGVD 29 (??/??/92)   29.344  (m)           96.27   (f) ADJ UNCH    1 1
 KU1694
 KU1694.Superseded values are not recommended for survey control.
 KU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1694.See file dsdata.txt to determine how the superseded data were derived.
 KU1694
 KU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL969298(NAD 83)
 KU1694_MARKER: B = BOLT
 KU1694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1694_SP_SET: OVERPASS HEADWALL
 KU1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1694
 KU1694  HISTORY     - Date     Condition        Report By
 KU1694  HISTORY     - UNK      MONUMENTED       NYCRR
 KU1694  HISTORY     - 1965     GOOD             NGS
 KU1694  HISTORY     - 20040106 MARK NOT FOUND   BRUIN
 KU1694
 KU1694                          STATION DESCRIPTION
 KU1694
 KU1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1694'AT MT VERNON.
 KU1694'AT MT. VERNON, ALONG THE NEW YORK CENTRAL RAILROAD, NEAR THE
 KU1694'RAILROAD STATION, 212 FEET SOUTH OF THE SOUTH END OF THE MT.
 KU1694'VERNON AVENUE OVERPASS, SET IN THE TOP OF THE SOUTH END OF THE
 KU1694'CONCRETE HEAD WALL WITH IRON PIPES SERVING AS RAILINGS ON THE
 KU1694'EAST SIDE OF THE TRACK, 33 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KU1694'OF AN ABANDONED ELEVATOR SHAFT, 6.7 FEET EAST OF THE EAST RAIL
 KU1694'OF THE EASTERNMOST TRACK, 213 FEET SOUTH OF BENCH MARK R 76
 KU1694'DESCRIBED AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 KU1694
 KU1694                          STATION RECOVERY (2004)
 KU1694
 KU1694'RECOVERY NOTE BY A JAMES DE BRUIN AND SONS 2004 (BF)
 KU1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1035 ***********************************************************************
 PH1035  DESIGNATION -  BOLT
 PH1035  PID         -  PH1035
 PH1035  STATE/COUNTY-  NY/ST LAWRENCE
 PH1035  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1035
 PH1035                         *CURRENT SURVEY CONTROL
 PH1035  ___________________________________________________________________
 PH1035* NAD 83(1986)-  44 50 06.     (N)    075 17 59.     (W)     SCALED    
 PH1035* NAVD 88     -        79.751  (meters)     261.65   (feet)  ADJUSTED  
 PH1035  ___________________________________________________________________
 PH1035  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 PH1035  DYNAMIC HT  -          79.748 (meters)     261.64  (feet)  COMP
 PH1035  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 PH1035
 PH1035  VERT ORDER  -  FIRST     CLASS 0
 PH1035
 PH1035.The horizontal coordinates were scaled from a topographic map and have
 PH1035.an estimated accuracy of +/- 6 seconds.
 PH1035
 PH1035.The orthometric height was determined by differential leveling
 PH1035.and adjusted by the National Geodetic Survey in June 1991..
 PH1035
 PH1035.The geoid height was determined by GEOID03.
 PH1035
 PH1035.The dynamic height is computed by dividing the NAVD 88
 PH1035.geopotential number by the normal gravity value computed on the
 PH1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1035.degrees latitude (g = 980.6199 gals.).
 PH1035
 PH1035.The modeled gravity was interpolated from observed gravity values.
 PH1035
 PH1035;                    North         East    Units  Estimated Accuracy
 PH1035;SPC NY E     -   666,850.       86,770.      MT  (+/- 180 meters Scaled)
 PH1035
 PH1035                          SUPERSEDED SURVEY CONTROL
 PH1035
 PH1035  NGVD 29 (??/??/92)   79.861  (m)          262.01   (f) ADJ UNCH    1 0
 PH1035
 PH1035.Superseded values are not recommended for survey control.
 PH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1035.See file dsdata.txt to determine how the superseded data were derived.
 PH1035
 PH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ763646(NAD 83)
 PH1035_MARKER: B = BOLT
 PH1035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1035_SP_SET: DAM
 PH1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1035
 PH1035  HISTORY     - Date     Condition        Report By
 PH1035  HISTORY     - UNK      MONUMENTED       USLS
 PH1035  HISTORY     - 1969     GOOD             USLS
 PH1035
 PH1035                          STATION DESCRIPTION
 PH1035
 PH1035'DESCRIBED BY US LAKE SURVEY 1969
 PH1035'IN IROQUOIS DAM.
 PH1035'IS IN ST. LAWRENCE COUNTY, NEW YORK, AT IROQUOIS DAM, 6.5 FEET TOWARDS
 PH1035'RIVER FROM FENCE AT ENTRANCE TO THE DAM ON U. S. END, 2.15 FEET
 PH1035'UPRIVER EDGE OF CONCRETE ON ROADWAY PORTION OF THE DAM, BEING HIGHEST
 PH1035'POINT OVER CROSS CUT IN TOP OF MOST SOUTHEASTERLY BOLT IN A SERIES OF
 PH1035'BOLTS ANCHORING THE DOWNRIVER GANTRY CRANE TRACK TO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0607 ***********************************************************************
 PH0607  DESIGNATION -  BOLT
 PH0607  PID         -  PH0607
 PH0607  STATE/COUNTY-  NY/ST LAWRENCE
 PH0607  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0607
 PH0607                         *CURRENT SURVEY CONTROL
 PH0607  ___________________________________________________________________
 PH0607* NAD 83(1986)-  44 59 32.     (N)    074 51 48.     (W)     SCALED    
 PH0607* NAVD 88     -        77.587  (meters)     254.55   (feet)  ADJUSTED  
 PH0607  ___________________________________________________________________
 PH0607  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 PH0607  DYNAMIC HT  -          77.586 (meters)     254.55  (feet)  COMP
 PH0607  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 PH0607
 PH0607  VERT ORDER  -  FIRST     CLASS 0
 PH0607
 PH0607.The horizontal coordinates were scaled from a topographic map and have
 PH0607.an estimated accuracy of +/- 6 seconds.
 PH0607
 PH0607.The orthometric height was determined by differential leveling
 PH0607.and adjusted by the National Geodetic Survey in June 1991..
 PH0607
 PH0607.The geoid height was determined by GEOID03.
 PH0607
 PH0607.The dynamic height is computed by dividing the NAVD 88
 PH0607.geopotential number by the normal gravity value computed on the
 PH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0607.degrees latitude (g = 980.6199 gals.).
 PH0607
 PH0607.The modeled gravity was interpolated from observed gravity values.
 PH0607
 PH0607;                    North         East    Units  Estimated Accuracy
 PH0607;SPC NY E     -   684,070.      121,350.      MT  (+/- 180 meters Scaled)
 PH0607
 PH0607                          SUPERSEDED SURVEY CONTROL
 PH0607
 PH0607  NGVD 29 (??/??/92)   77.71   (m)          255.0    (f) COMPUTED    1 0
 PH0607
 PH0607.Superseded values are not recommended for survey control.
 PH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0607.See file dsdata.txt to determine how the superseded data were derived.
 PH0607
 PH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ107820(NAD 83)
 PH0607_MARKER: B = BOLT
 PH0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0607_SP_SET: RAIL
 PH0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0607
 PH0607  HISTORY     - Date     Condition        Report By
 PH0607  HISTORY     - UNK      MONUMENTED       USLS
 PH0607  HISTORY     - 1969     GOOD             USLS
 PH0607
 PH0607                          STATION DESCRIPTION
 PH0607
 PH0607'DESCRIBED BY US LAKE SURVEY 1969
 PH0607'IN LONG SAULT SPILLWAY DAM.
 PH0607'IS IN ST. LAWRENCE COUNTY, NEW YORK, AT SOUTHWEST END OF LONG SAULT
 PH0607'SPILLWAY DAM, ON NORTH SIDE OF SOUTH GANTRY RAIL, BEING THE HIGHEST
 PH0607'POINT ON TOP OF THE END BOLT ON THE NORTH SIDE OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1200 ***********************************************************************
 LX1200  DESIGNATION -  BOLT
 LX1200  PID         -  LX1200
 LX1200  STATE/COUNTY-  NY/WESTCHESTER
 LX1200  USGS QUAD   -  WHITE PLAINS (1967)
 LX1200
 LX1200                         *CURRENT SURVEY CONTROL
 LX1200  ___________________________________________________________________
 LX1200* NAD 83(1986)-  41 01 09.     (N)    073 47 16.     (W)     SCALED    
 LX1200* NAVD 88     -        53.908  (meters)     176.86   (feet)  POSTED    
 LX1200  ___________________________________________________________________
 LX1200  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX1200  DYNAMIC HT  -          53.890 (meters)     176.80  (feet)  COMP
 LX1200  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 LX1200
 LX1200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1200
 LX1200.The horizontal coordinates were scaled from a topographic map and have
 LX1200.an estimated accuracy of +/- 6 seconds.
 LX1200
 LX1200.The orthometric height was determined by differential leveling
 LX1200.and adjusted by the National Geodetic Survey in 1992..
 LX1200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1200.rate of 1.1 thru 2.0 mm/km.
 LX1200
 LX1200.The geoid height was determined by GEOID03.
 LX1200
 LX1200.The dynamic height is computed by dividing the NAVD 88
 LX1200.geopotential number by the normal gravity value computed on the
 LX1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1200.degrees latitude (g = 980.6199 gals.).
 LX1200
 LX1200.The modeled gravity was interpolated from observed gravity values.
 LX1200
 LX1200;                    North         East    Units  Estimated Accuracy
 LX1200;SPC NY E     -   242,920.      209,900.      MT  (+/- 180 meters Scaled)
 LX1200
 LX1200                          SUPERSEDED SURVEY CONTROL
 LX1200
 LX1200  NGVD 29 (??/??/92)   54.210  (m)          177.85   (f) ADJ UNCH    2 0
 LX1200
 LX1200.Superseded values are not recommended for survey control.
 LX1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1200.See file dsdata.txt to determine how the superseded data were derived.
 LX1200
 LX1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL019415(NAD 83)
 LX1200_MARKER: B = BOLT
 LX1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1200_SP_SET: SIGNAL BASE
 LX1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1200
 LX1200  HISTORY     - Date     Condition        Report By
 LX1200  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1200  HISTORY     - 1935     GOOD             NGS
 LX1200
 LX1200                          STATION DESCRIPTION
 LX1200
 LX1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1200'0.7 MI N FROM HARTSDALE.
 LX1200'0.7 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1200'STATION AT HARTSDALE, WESTCHESTER COUNTY, ABOUT 0.3 MILE NORTH OF
 LX1200'MILEPOST 21, IN THE TOP OF THE BASE OF AN ABANDONED SIGNAL
 LX1200'TOWER, 10 FEET WEST OF THE CENTER LINE OF THE WEST TRACK, AND
 LX1200'ABOUT 2 FEET LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4451 ***********************************************************************
 KV4451  DESIGNATION -  BOLT
 KV4451  PID         -  KV4451
 KV4451  STATE/COUNTY-  NY/NEW YORK
 KV4451  USGS QUAD   -  JERSEY CITY (1981)
 KV4451
 KV4451                         *CURRENT SURVEY CONTROL
 KV4451  ___________________________________________________________________
 KV4451* NAD 83(1996)-  40 41 10.57663(N)    074 01 34.73441(W)     ADJUSTED  
 KV4451* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 KV4451  ___________________________________________________________________
 KV4451  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KV4451  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4451
 KV4451  HORZ ORDER  -  THIRD
 KV4451
 KV4451.The horizontal coordinates were established by classical geodetic methods
 KV4451.and adjusted by the National Geodetic Survey in January 1999..
 KV4451
 KV4451.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4451
 KV4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4451
 KV4451.The geoid height was determined by GEOID03.
 KV4451
 KV4451;                    North         East     Units Scale Factor Converg.
 KV4451;SPC NY E     -   205,819.096   190,038.002   MT  0.99991972   +0 18 31.7
 KV4451;SPC NY E     -   675,258.15    623,483.01   sFT  0.99991972   +0 18 31.7
 KV4451;SPC NJ       -   205,819.096   190,038.002   MT  0.99991972   +0 18 31.7
 KV4451;SPC NJ       -   675,258.15    623,483.01   sFT  0.99991972   +0 18 31.7
 KV4451;UTM  18      - 4,504,386.927   582,276.044   MT  0.99968332   +0 38 05.3
 KV4451
 KV4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4451!SPC NY E     -   1.00000475  x   0.99991972  =   0.99992447
 KV4451!SPC NJ       -   1.00000475  x   0.99991972  =   0.99992447
 KV4451!UTM  18      -   1.00000475  x   0.99968332  =   0.99968807
 KV4451
 KV4451:                Primary Azimuth Mark                     Grid Az
 KV4451:SPC NY E     -  WORLD TRADE CENTER ANTENNA               020 49 38.9
 KV4451:SPC NJ       -  WORLD TRADE CENTER ANTENNA               020 49 38.9
 KV4451:UTM  18      -  WORLD TRADE CENTER ANTENNA               020 30 05.3
 KV4451
 KV4451|---------------------------------------------------------------------|
 KV4451| PID    Reference Object                     Distance      Geod. Az  |
 KV4451|                                                           dddmmss.s |
 KV4451| KV4448 WORLD TRADE CENTER ANTENNA          APPROX. 3.1 KM 0210810.6 |
 KV4451| KV4453 H 53 NY                             APPROX. 3.0 KM 2473211.5 |
 KV4451| KV4410 STATUE OF LIBERTY                   APPROX. 1.6 KM 2814902.4 |
 KV4451|---------------------------------------------------------------------|
 KV4451
 KV4451                          SUPERSEDED SURVEY CONTROL
 KV4451
 KV4451  NAD 83(1996)-  40 41 10.57643(N)    074 01 34.73485(W) AD(       ) 3
 KV4451  NAD 83(1992)-  40 41 10.57637(N)    074 01 34.73511(W) AD(       ) 3
 KV4451  NAD 83(1986)-  40 41 10.57655(N)    074 01 34.73532(W) AD(       ) 3
 KV4451  NAD 27      -  40 41 10.20392(N)    074 01 36.22502(W) AD(       ) 3
 KV4451  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 KV4451
 KV4451.Superseded values are not recommended for survey control.
 KV4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4451.See file dsdata.txt to determine how the superseded data were derived.
 KV4451
 KV4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8227604387(NAD 83)
 KV4451_MARKER: B = BOLT
 KV4451_SETTING: 0 = UNSPECIFIED SETTING
 KV4451_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4451
 KV4451  HISTORY     - Date     Condition        Report By
 KV4451  HISTORY     - 1980     MONUMENTED       NOSAMC
 KV4451
 KV4451                          STATION DESCRIPTION
 KV4451
 KV4451'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 KV4451'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF GOVERNORS
 KV4451'ISLAND NEAR THE SOUTHWEST AID.
 KV4451'
 KV4451'TO REACH FROM THE FERRY LANDING, GO SOUTH FOR 0.05 MILE
 KV4451'TO ANDES ROAD, TURN RIGHT AND GO WEST FOR 0.15 MILE TO
 KV4451'HAY ROAD, TURN LEFT AND GO SOUTH ON HAY ROAD FOR 0.05 MILE TO
 KV4451'A FORK, BEAR RIGHT AND GO SOUTHWEST FOR 0.05 MILE TO
 KV4451'INTERSECTION OF CLAYTON ROAD.  CONTINUE SOUTHWEST ON WHEELER
 KV4451'ROAD FOR 0.10 MILE TO A T-ROAD, DIVISION ROAD, TURN RIGHT AND
 KV4451'GO NORTHEAST FOR 0.05 MILE TO A T-ROAD, CRAIG ROAD NORTH, TURN
 KV4451'LEFT AND GO SOUTHWEST FOR 0.4 MILE TO THE STATION ON THE RIGHT
 KV4451'AT THE EDGE OF THE SEAWALL OPPOSITE A COAST GUARD
 KV4451'BILLBOARD.
 KV4451'
 KV4451'THE STATION IS A BRASS BOLT STAMPED---BOLT---, CEMENTED
 KV4451'IN A DRILL HOLE IN THE SEAWALL.  IT IS 4.8 FEET EAST OF THE EDGE
 KV4451'OF THE SEAWALL, 62 FEET WEST OF THE NORTH END OF A COAST GUARD
 KV4451'BILLBOARD AND 181 FEET NORTH NORTHEAST OF THE SOUTHWEST AID ON
 KV4451'GOVERNORS ISLAND.
 KV4451'
 KV4451'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 KV4451'
 KV4451'DESCRIBED BY RHW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1165 ***********************************************************************
 KU1165  DESIGNATION -  BOLT 1
 KU1165  PID         -  KU1165
 KU1165  STATE/COUNTY-  NY/WESTCHESTER
 KU1165  USGS QUAD   -  MOUNT VERNON (1979)
 KU1165
 KU1165                         *CURRENT SURVEY CONTROL
 KU1165  ___________________________________________________________________
 KU1165* NAD 83(1986)-  40 55 02.     (N)    073 50 47.     (W)     SCALED    
 KU1165* NAVD 88     -        28.527  (meters)      93.59   (feet)  POSTED    
 KU1165  ___________________________________________________________________
 KU1165  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU1165  DYNAMIC HT  -          28.520 (meters)      93.57  (feet)  COMP
 KU1165  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 KU1165
 KU1165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1165
 KU1165.The horizontal coordinates were scaled from a topographic map and have
 KU1165.an estimated accuracy of +/- 6 seconds.
 KU1165
 KU1165.The orthometric height was determined by differential leveling
 KU1165.and adjusted by the National Geodetic Survey in 1992..
 KU1165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1165.rate of 1.1 thru 2.0 mm/km.
 KU1165
 KU1165.The geoid height was determined by GEOID03.
 KU1165
 KU1165.The dynamic height is computed by dividing the NAVD 88
 KU1165.geopotential number by the normal gravity value computed on the
 KU1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1165.degrees latitude (g = 980.6199 gals.).
 KU1165
 KU1165.The modeled gravity was interpolated from observed gravity values.
 KU1165
 KU1165;                    North         East    Units  Estimated Accuracy
 KU1165;SPC NY E     -   231,560.      205,060.      MT  (+/- 180 meters Scaled)
 KU1165
 KU1165                          SUPERSEDED SURVEY CONTROL
 KU1165
 KU1165  NGVD 29 (??/??/92)   28.85   (m)           94.7    (f) COMPUTED    2 0
 KU1165
 KU1165.Superseded values are not recommended for survey control.
 KU1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1165.See file dsdata.txt to determine how the superseded data were derived.
 KU1165
 KU1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL971302(NAD 83)
 KU1165_MARKER: B = BOLT
 KU1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1165_SP_SET: ABUTMENT
 KU1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1165
 KU1165  HISTORY     - Date     Condition        Report By
 KU1165  HISTORY     - UNK      MONUMENTED       NYCRR
 KU1165  HISTORY     - 1935     GOOD             NGS
 KU1165
 KU1165                          STATION DESCRIPTION
 KU1165
 KU1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1165'AT MT VERNON.
 KU1165'AT MT. VERNON, WESTCHESTER COUNTY, ABOUT 0.2 MILE NORTH OF THE
 KU1165'NEW YORK CENTRAL RAILROAD STATION, AT BRIDGE 45 E OVER OAK
 KU1165'STREET, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 45 FEET
 KU1165'EAST OF THE CENTER LINE OF THE EAST TRACK, AND ABOUT 1 FOOT
 KU1165'LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1174 ***********************************************************************
 KU1174  DESIGNATION -  BOLT 2
 KU1174  PID         -  KU1174
 KU1174  STATE/COUNTY-  NY/WESTCHESTER
 KU1174  USGS QUAD   -  MOUNT VERNON (1979)
 KU1174
 KU1174                         *CURRENT SURVEY CONTROL
 KU1174  ___________________________________________________________________
 KU1174* NAD 83(1986)-  40 57 03.     (N)    073 49 42.     (W)     SCALED    
 KU1174* NAVD 88     -        30.520  (meters)     100.13   (feet)  POSTED    
 KU1174  ___________________________________________________________________
 KU1174  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU1174  DYNAMIC HT  -          30.510 (meters)     100.10  (feet)  COMP
 KU1174  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 KU1174
 KU1174  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KU1174
 KU1174.The horizontal coordinates were scaled from a topographic map and have
 KU1174.an estimated accuracy of +/- 6 seconds.
 KU1174
 KU1174.The orthometric height was determined by differential leveling
 KU1174.and adjusted by the National Geodetic Survey in 1992..
 KU1174.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KU1174.rate of 2.1 thru 3.0 mm/km.
 KU1174
 KU1174.The geoid height was determined by GEOID03.
 KU1174
 KU1174.The dynamic height is computed by dividing the NAVD 88
 KU1174.geopotential number by the normal gravity value computed on the
 KU1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1174.degrees latitude (g = 980.6199 gals.).
 KU1174
 KU1174.The modeled gravity was interpolated from observed gravity values.
 KU1174
 KU1174;                    North         East    Units  Estimated Accuracy
 KU1174;SPC NY E     -   235,310.      206,550.      MT  (+/- 180 meters Scaled)
 KU1174
 KU1174                          SUPERSEDED SURVEY CONTROL
 KU1174
 KU1174  NGVD 29 (??/??/92)   30.834  (m)          101.16   (f) ADJ UNCH    2 0
 KU1174
 KU1174.Superseded values are not recommended for survey control.
 KU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1174.See file dsdata.txt to determine how the superseded data were derived.
 KU1174
 KU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL986339(NAD 83)
 KU1174_MARKER: B = BOLT
 KU1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1174_SP_SET: ABUTMENT WINGWALL
 KU1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1174
 KU1174  HISTORY     - Date     Condition        Report By
 KU1174  HISTORY     - UNK      MONUMENTED       NYCRR
 KU1174  HISTORY     - 1935     GOOD             NGS
 KU1174
 KU1174                          STATION DESCRIPTION
 KU1174
 KU1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1174'AT TUCKAHOE.
 KU1174'AT TUCKAHOE, WESTCHESTER COUNTY, ABOUT 200 FEET NORTH OF THE NEW
 KU1174'YORK CENTRAL RAILROAD STATION, AT MAIN STREET BRIDGE H 51 B, AT
 KU1174'THE NORTH END OF THE WEST ABUTMENT, IN THE TOP OF THE BASE OF
 KU1174'THE WING WALL, 10 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 KU1174'ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2576 ***********************************************************************
 PG2576  DESIGNATION -  BOLT NEAR LINE
 PG2576  PID         -  PG2576
 PG2576  STATE/COUNTY-  NY/CLINTON
 PG2576  USGS QUAD   -  
 PG2576
 PG2576                         *CURRENT SURVEY CONTROL
 PG2576  ___________________________________________________________________
 PG2576* NAD 83(1996)-  45 00 09.16879(N)    073 48 44.73767(W)     ADJUSTED  
 PG2576* NAVD 88     -       310.     (meters)    1017.     (feet)  VERTCON   
 PG2576  ___________________________________________________________________
 PG2576  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 PG2576  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 PG2576
 PG2576  HORZ ORDER  -  SECOND
 PG2576
 PG2576.The horizontal coordinates were established by classical geodetic methods
 PG2576.and adjusted by the National Geodetic Survey in January 1999..
 PG2576
 PG2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2576
 PG2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2576
 PG2576.The geoid height was determined by GEOID03.
 PG2576
 PG2576;                    North         East     Units Scale Factor Converg.
 PG2576;SPC NY E     -   685,387.222   204,205.124   MT  0.99993612   +0 29 10.4
 PG2576;SPC NY E     - 2,248,641.24    669,962.98   sFT  0.99993612   +0 29 10.4
 PG2576;UTM  18      - 4,983,919.281   593,594.771   MT  0.99970771   +0 50 23.4
 PG2576
 PG2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2576!SPC NY E     -   0.99995597  x   0.99993612  =   0.99989209
 PG2576!UTM  18      -   0.99995597  x   0.99970771  =   0.99966369
 PG2576
 PG2576:                Primary Azimuth Mark                     Grid Az
 PG2576:SPC NY E     -  COVEY HILL                               037 05 12.8
 PG2576:UTM  18      -  COVEY HILL                               036 43 59.8
 PG2576
 PG2576|---------------------------------------------------------------------|
 PG2576| PID    Reference Object                     Distance      Geod. Az  |
 PG2576|                                                           dddmmss.s |
 PG2576| PG2571 COVEY HILL                          APPROX. 2.2 KM 0373423.2 |
 PG2576|---------------------------------------------------------------------|
 PG2576
 PG2576                          SUPERSEDED SURVEY CONTROL
 PG2576
 PG2576  NAD 83(1996)-  45 00 09.16830(N)    073 48 44.73922(W) AD(       ) 2
 PG2576  NAD 83(1992)-  45 00 09.16823(N)    073 48 44.73866(W) AD(       ) 2
 PG2576  NAD 83(1986)-  45 00 09.17031(N)    073 48 44.73813(W) AD(       ) 2
 PG2576  NAD 27      -  45 00 09.02100(N)    073 48 46.17600(W) AD(       ) 2
 PG2576  NGVD 29 (07/19/86)  310.     (m)         1017.     (f) VERT ANG       
 PG2576
 PG2576.Superseded values are not recommended for survey control.
 PG2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2576.See file dsdata.txt to determine how the superseded data were derived.
 PG2576
 PG2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9359583919(NAD 83)
 PG2576_MARKER: DD = SURVEY DISK
 PG2576_SETTING: 66 = SET IN ROCK OUTCROP
 PG2576_SP_SET: SET IN BEDROCK
 PG2576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2576+STABILITY: POSITION/ELEVATION WELL
 PG2576
 PG2576  HISTORY     - Date     Condition        Report By
 PG2576  HISTORY     - 1917     MONUMENTED       IBC
 PG2576  HISTORY     - 1975     GOOD             IBC
 PG2576
 PG2576                          STATION DESCRIPTION
 PG2576
 PG2576'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2576'IN MOOERS TOWNSHIP, ABOUT 2000 FEET WEST OF MONUMENT 688 AND JUST
 PG2576'SOUTH OF THE QUEBEC-NEW YORK BOUNDARY.  IT IS ABOUT THREE-FOURTHS
 PG2576'MILE WEST OF THE GULF.
 PG2576'
 PG2576'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET
 PG2576'IN SOLID ROCK.
 PG2576
 PG2576                          STATION RECOVERY (1975)
 PG2576
 PG2576'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2576'STATION WAS RECOVERED IN GOOD CONDITION.
 PG2576'
 PG2576'NEW DESCRIPTION--IN MOOERS TOWNSHIP, JUST SOUTH OF THE QUEBEC-NEW
 PG2576'YORK BOUNDARY, IN THE VISTA CLEARING 606.1 METRES WEST OF
 PG2576'MONUMENT 688.  TO REACH THE STATION FROM COVEY HILL DRIVE WEST ON
 PG2576'COVEY HILL ROAD TO BLUEBERRY FARM AND THEN THROUGH THE PROPERTY AS
 PG2576'FAR AS THE GULF AND THE BOUNDARY LINE.  FROM THE GULF WALK WESTERLY
 PG2576'FOR ABOUT THREE-FOURTHS OF A MILE.
 PG2576'
 PG2576'STATION MARK--A BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET
 PG2576'IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1746 ***********************************************************************
 OD1746  DESIGNATION -  BOLTON
 OD1746  PID         -  OD1746
 OD1746  STATE/COUNTY-  NY/WARREN
 OD1746  USGS QUAD   -  BOLTON LANDING (1966)
 OD1746
 OD1746                         *CURRENT SURVEY CONTROL
 OD1746  ___________________________________________________________________
 OD1746* NAD 83(1996)-  43 33 12.67032(N)    073 39 23.09641(W)     ADJUSTED  
 OD1746* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 OD1746  ___________________________________________________________________
 OD1746  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 OD1746  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 OD1746
 OD1746  HORZ ORDER  -  THIRD
 OD1746
 OD1746.The horizontal coordinates were established by classical geodetic methods
 OD1746.and adjusted by the National Geodetic Survey in January 1999..
 OD1746
 OD1746.The orthometric height was scaled from a topographic map.
 OD1746
 OD1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1746
 OD1746.The geoid height was determined by GEOID03.
 OD1746
 OD1746;                    North         East     Units Scale Factor Converg.
 OD1746;SPC NY E     -   524,506.524   218,159.317   MT  0.99995713   +0 34 52.6
 OD1746;SPC NY E     - 1,720,818.49    715,744.36   sFT  0.99995713   +0 34 52.6
 OD1746;UTM  18      - 4,823,162.033   608,525.700   MT  0.99974487   +0 55 33.1
 OD1746
 OD1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1746!SPC NY E     -   0.99998816  x   0.99995713  =   0.99994529
 OD1746!UTM  18      -   0.99998816  x   0.99974487  =   0.99973304
 OD1746
 OD1746|---------------------------------------------------------------------|
 OD1746| PID    Reference Object                     Distance      Geod. Az  |
 OD1746|                                                           dddmmss.s |
 OD1746| OD1747 TT 46 HO                             39.369 METERS 02501     |
 OD1746| OD1740 BLACK                               APPROX.11.7 KM 0593956.8 |
 OD1746| DA3068 BOLTON RM 3                           9.938 METERS 19436     |
 OD1746| DA3067 BOLTON RM 2                           5.552 METERS 29340     |
 OD1746|---------------------------------------------------------------------|
 OD1746
 OD1746                          SUPERSEDED SURVEY CONTROL
 OD1746
 OD1746  NAD 83(1996)-  43 33 12.67245(N)    073 39 23.09490(W) AD(       ) 3
 OD1746  NAD 83(1992)-  43 33 12.67230(N)    073 39 23.09483(W) AD(       ) 3
 OD1746  NAD 83(1986)-  43 33 12.67421(N)    073 39 23.09704(W) AD(       ) 3
 OD1746  NAD 27      -  43 33 12.42900(N)    073 39 24.68100(W) AD(       ) 3
 OD1746
 OD1746.Superseded values are not recommended for survey control.
 OD1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1746.See file dsdata.txt to determine how the superseded data were derived.
 OD1746
 OD1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP0852623162(NAD 83)
 OD1746_MARKER: DS = TRIANGULATION STATION DISK
 OD1746_SETTING: 66 = SET IN ROCK OUTCROP
 OD1746_SP_SET: PARTIALLY EXPOSED BEDROCK
 OD1746
 OD1746  HISTORY     - Date     Condition        Report By
 OD1746  HISTORY     - 1942     MONUMENTED       CGS
 OD1746  HISTORY     - 1943     GOOD             CGS
 OD1746  HISTORY     - 1982     GOOD             USCG
 OD1746  HISTORY     - 1982     GOOD             USCG
 OD1746  HISTORY     - 1982     GOOD             USCG
 OD1746  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 OD1746
 OD1746                          STATION DESCRIPTION
 OD1746
 OD1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1746'THE MARKS WERE RECOVERED IN GOOD CONDITION AND DESCRIPTION
 OD1746'FOLLOWS--THIS STATION IS IN THE SOUTHERN PART OF BOLTON LANDING,
 OD1746'A SMALL TOWN ON THE WESTERN SHORE OF LAKE GEORGE, HWY. RT. 9N,
 OD1746'ON THE PROPERTY OF THE CHURCH OF ST. SACRAMENT, 0.2 MILE SOUTH
 OD1746'OF THE TYDOL SERVICE STATION, AT MAIN INTERSECTION IN BOLTON
 OD1746'LANDING.  IT IS ON THE HIGH POINT OF A LEDGE, ON WEST SIDE OF
 OD1746'HWY. 9N, WHERE IT PASSES THROUGH A CUT IN LEDGE.  ABOUT 60 FEET
 OD1746'SOUTH OF A STEEP DRIVE LEADING WESTWARD INTO THE CHURCH
 OD1746'PROPERTY.  THE MARK IS 12 FEET WEST OF AN IRON FENCE, 15
 OD1746'PACES NORTH OF THE NORTH SIDE OF A LONE BELL TOWER, AND 22
 OD1746'PACES NORTH OF THE NORTHEAST CORNER OF THE CHURCH.  THIS
 OD1746'IS A STANDARD BRONZE DISK SET FLUSH IN BEDROCK AND IS STAMPED
 OD1746'BOLTON 1942.
 OD1746'
 OD1746'REFERENCE MARK NO.1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 OD1746'WHICH IS ABOUT 130 FEET NORTH OF THE STATION, 21 FT. WEST OF THE
 OD1746'CENTERLINE OF THE ROAD, 3 FEET EAST OF FENCE, AND 18 FT. NORTH
 OD1746'OF A SQUARE CONCRETE POST.  THE MARK IS A BRONZE DISK SET FLUSH IN
 OD1746'BEDROCK AND IS STAMPED--TT46HO 1942.
 OD1746'
 OD1746'REFERENCE MARK NO.2 IS WEST OF THE STATION AT ABOUT THE SAME
 OD1746'ELEVATION SET FLUSH IN BEDROCK AND IS 8 PACES SOUTHEAST OF A
 OD1746'FORKED WHITE PINE TREE.  THE MARK IS A STANDARD BRONZE DISK
 OD1746'STAMPED--BOLTON 1942 NO. 2.
 OD1746
 OD1746                          STATION RECOVERY (1982)
 OD1746
 OD1746'RECOVERY NOTE BY US COAST GUARD 1982 (REH)
 OD1746'BOLTON 1942 RECOVERED GOOD.
 OD1746'
 OD1746'DESCRIPTION ADEQUATE EXCEPT AS FOLLOWS--
 OD1746'
 OD1746'1. TYDOL STATION NO LONGER EXISTS TO MARK INTERSECTION, BUT THERE IS
 OD1746'A TRAFFIC LIGHT - THE ONLY ONE IN TOWN.
 OD1746'
 OD1746'2. MARK IS NOT ON HIGH POINT OF LEDGE, BUT 8 FEET EAST OF THE HIGH
 OD1746'POINT (TOWARD HIGHWAY).
 OD1746'
 OD1746'3. SINCE BELL TOWER IS EAST BY NORTH OF CHURCH, THE 22 PACES
 OD1746'SHOULD BE NORTH-NORTHEAST OF N.E. CORNER OF CHURCH, NOT NORTH.
 OD1746
 OD1746                          STATION RECOVERY (1982)
 OD1746
 OD1746'RECOVERY NOTE BY US COAST GUARD 1982 (REH)
 OD1746'BOLTON 1942 NO. 2 RECOVERED GOOD.
 OD1746'
 OD1746'REFERENCE MARK NO. 2 IS 21 FEET W. OF STATION BOLTON - (THE ARROW IS
 OD1746'IMPROPERLY ALIGNED - IT POINTS ALMOST EXACTLY THREE FEET NORTH OF
 OD1746'THE STATION MARK.) THE PINE TREE STILL STANDS.
 OD1746
 OD1746                          STATION RECOVERY (1982)
 OD1746
 OD1746'RECOVERY NOTE BY US COAST GUARD 1982 (REH)
 OD1746'BOLTON 1942 NO. 3 RECOVERED GOOD.
 OD1746'
 OD1746'REFERENCE MARK NO. 1 SEARCHED FOR.  NOT FOUND, ALTHOUGH THE CONCRETE
 OD1746'POST IN THE DESCRIPTION WAS FOUND.  IN THE 40 YEARS SINCE STATION
 OD1746'BOLTON WAS ESTABLISHED, RTE 9-N HAS BEEN WIDENED AND A NEW SIDE
 OD1746'ROAD ENTERS AT THE LOCATION OF MARK NO. 1.  (A MARK NO. 3 WAS
 OD1746'FOUND 33 FEET S. OF STATION BOLTON, DATED 1975, N.G.S. STD. REF.
 OD1746'DISC.  IT IS LOCATED 14 FEET N. OF N.E. CORNER OF BELL TOWER, 7
 OD1746'FEET W. OF IRON FENCE SET FLUSH IN SOLID BEDROCK.)
 OD1746'
 OD1746'(THE ARROW ON MARK NO. 3 POINTS ONE FOOT W. OF STATION BOLTON).
 OD1746
 OD1746                          STATION RECOVERY (1998)
 OD1746
 OD1746'RECOVERY NOTE BY US POWER SQUADRON 1998
 OD1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1694 ***********************************************************************
 PH1694  DESIGNATION -  BOMBAY
 PH1694  PID         -  PH1694
 PH1694  STATE/COUNTY-  NY/FRANKLIN
 PH1694  USGS QUAD   -  BOMBAY (1987)
 PH1694
 PH1694                         *CURRENT SURVEY CONTROL
 PH1694  ___________________________________________________________________
 PH1694* NAD 83(1996)-  44 56 12.93601(N)    074 36 58.15565(W)     ADJUSTED  
 PH1694* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 PH1694  ___________________________________________________________________
 PH1694  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 PH1694  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 PH1694
 PH1694  HORZ ORDER  -  FIRST
 PH1694
 PH1694.The horizontal coordinates were established by classical geodetic methods
 PH1694.and adjusted by the National Geodetic Survey in January 1999..
 PH1694
 PH1694.The orthometric height was scaled from a topographic map.
 PH1694
 PH1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1694
 PH1694.The geoid height was determined by GEOID03.
 PH1694
 PH1694;                    North         East     Units Scale Factor Converg.
 PH1694;SPC NY E     -   677,872.066   140,832.472   MT  0.99990103   -0 04 55.4
 PH1694;SPC NY E     - 2,223,985.27    462,047.87   sFT  0.99990103   -0 04 55.4
 PH1694;UTM  18      - 4,976,015.448   530,286.083   MT  0.99961128   +0 16 16.0
 PH1694
 PH1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1694!SPC NY E     -   0.99999269  x   0.99990103  =   0.99989372
 PH1694!UTM  18      -   0.99999269  x   0.99961128  =   0.99960397
 PH1694
 PH1694|---------------------------------------------------------------------|
 PH1694| PID    Reference Object                     Distance      Geod. Az  |
 PH1694|                                                           dddmmss.s |
 PH1694| CZ7505 BOMBAY RM 2                          34.609 METERS 09643     |
 PH1694| PH1695 BOMBAY 2                             73.807 METERS 11523     |
 PH1694| CZ7503 BOMBAY AZ MK                                       1152326.6 |
 PH1694| CZ7504 BOMBAY RM 1                          28.788 METERS 34813     |
 PH1694|---------------------------------------------------------------------|
 PH1694
 PH1694                          SUPERSEDED SURVEY CONTROL
 PH1694
 PH1694  NAD 83(1986)-  44 56 12.94051(N)    074 36 58.15557(W) AD(       ) 1
 PH1694  NAD 27      -  44 56 12.77800(N)    074 36 59.46900(W) AD(       ) 1
 PH1694
 PH1694.Superseded values are not recommended for survey control.
 PH1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1694.See file dsdata.txt to determine how the superseded data were derived.
 PH1694
 PH1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3028676015(NAD 83)
 PH1694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1694
 PH1694  HISTORY     - Date     Condition        Report By
 PH1694  HISTORY     - 1942     MONUMENTED       CGS
 PH1694  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PH1694
 PH1694                          STATION DESCRIPTION
 PH1694
 PH1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1694'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF MOIRA, 3.5
 PH1694'MILES SOUTHEAST OF HOGANSBURG, AND ABOUT 2.25 MILES WEST OF BOMBAY,
 PH1694'ON PROPERTY OWNED AND OCCUPIED BY E.A. POTTER.  IT IS 0.1 MILE
 PH1694'NORTH OF STATE ROUTE 95, 500 FEET NORTH OF THE POTTER HOME AND 98.5
 PH1694'FEET EAST OF THE SOUTHEAST CORNER OF A GRAVEL PIT RUNNING EAST
 PH1694'AND WEST, ON THE HIGHEST POINT OF A PASTURE FIELD.  THE DISK IS
 PH1694'STAMPED BOMBAY 1942, AND PROJECTS 6-INCHES.
 PH1694'
 PH1694'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 26 FEET
 PH1694'WEST OF THE NORTHWEST CORNER OF A LARGE BARN, AND 23 FEET SOUTH OF
 PH1694'THE CENTER OF STATE ROUTE 95.  THE DISK IS STAMPED BOMBAY 1942, AND
 PH1694'PROJECTS 4-INCHES.  TO REACH FROM THE STATION.  GO BACK TO STATE
 PH1694'ROUTE 95, TURN LEFT AND GO EAST ON NO 95 FOR 0.2 MILE TO THE MARK
 PH1694'ON THE RIGHT AS DESCRIBED.
 PH1694'
 PH1694'REFERENCE MARK NO.1 IS NORTH-NORTHWEST OF THE STATION, SET IN A
 PH1694'LARGE BOULDER ABOUT 5 BY 3 FEET IN DIAMETER AND PROJECTS ABOUT
 PH1694'14-INCHES, AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 PH1694'STATION.  THE DISK IS STAMPED BOMBAY NO 1 1942.
 PH1694'
 PH1694'REFERENCE MARK NO 2 IS EAST OF THE STATION, ON THE SOUTH SIDE OF
 PH1694'THE RIDGE, AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 PH1694'STATION.  THE DISK IS STAMPED BOMBAY NO 2 1942, AND PROJECTS
 PH1694'4-INCHES
 PH1694'
 PH1694'TO REACH THE STATION FROM THE POST OFFICE IN BOMBAY.  GO WEST ON
 PH1694'STATE ROUTE 95 FOR 2.5 MILES TO THE POTTER HOME ON THE RIGHT.  JUST
 PH1694'AFTER PASSING THE HOUSE AT THE FENCE CORNER TURN RIGHT THROUGH A
 PH1694'WIRE GATE INTO A PASTURE AND PICK WAY THROUGH ROCKS FOR ABOUT 0.1
 PH1694'MILE NORTH TO THE HIGHEST POINT OF THE HILL, AND STATION AS
 PH1694'DESCRIBED.
 PH1694'
 PH1694'NOTE.  A 103 FEET TOWER REQUIRED TO CLEAR ALL LINES.
 PH1694'
 PH1694'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 PH1694
 PH1694                          STATION RECOVERY (1959)
 PH1694
 PH1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 PH1694'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 PH1694'CONDITION.  THIS STATION WAS MOVED DUE TO ROAD CONSTRUCTION.  ALL
 PH1694'MARKS EXCEPT THE AZIMUTH MARK WERE DESTROYED.  A NEW STATION WAS
 PH1694'ESTABLISHED SOUTHEAST OF THE STATION MARK AND ON LINE WITH THE
 PH1694'AZIMUTH MARK.  A TRAVERSE CONNECTION WAS MADE BETWEEN THE TWO
 PH1694'STATION MARKS.  THE DISTANCE WAS FOUND TO BE 242.57 FEET AND
 PH1694'73.935 METERS.  THE 1942 STATION AND TWO REFERENCE MARKS WERE
 PH1694'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1695 ***********************************************************************
 PH1695  DESIGNATION -  BOMBAY 2
 PH1695  PID         -  PH1695
 PH1695  STATE/COUNTY-  NY/FRANKLIN
 PH1695  USGS QUAD   -  BOMBAY (1987)
 PH1695
 PH1695                         *CURRENT SURVEY CONTROL
 PH1695  ___________________________________________________________________
 PH1695* NAD 83(1996)-  44 56 11.91079(N)    074 36 55.11461(W)     ADJUSTED  
 PH1695* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1695  ___________________________________________________________________
 PH1695  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 PH1695  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 PH1695
 PH1695  HORZ ORDER  -  THIRD
 PH1695
 PH1695.The horizontal coordinates were established by classical geodetic methods
 PH1695.and adjusted by the National Geodetic Survey in January 1999..
 PH1695.No horizontal observational check was made to the station.
 PH1695
 PH1695.The orthometric height was scaled from a topographic map.
 PH1695
 PH1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1695
 PH1695.The geoid height was determined by GEOID03.
 PH1695
 PH1695;                    North         East     Units Scale Factor Converg.
 PH1695;SPC NY E     -   677,840.326   140,899.098   MT  0.99990102   -0 04 53.2
 PH1695;SPC NY E     - 2,223,881.14    462,266.46   sFT  0.99990102   -0 04 53.2
 PH1695;UTM  18      - 4,975,984.128   530,352.884   MT  0.99961133   +0 16 18.2
 PH1695
 PH1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1695!SPC NY E     -   0.99999285  x   0.99990102  =   0.99989387
 PH1695!UTM  18      -   0.99999285  x   0.99961133  =   0.99960418
 PH1695
 PH1695|---------------------------------------------------------------------|
 PH1695| PID    Reference Object                     Distance      Geod. Az  |
 PH1695|                                                           dddmmss.s |
 PH1695| CZ7506 BOMBAY 2 RM 3                        37.170 METERS 08839     |
 PH1695| CZ7503 BOMBAY AZ MK                                       1152349.3 |
 PH1695| CZ7507 BOMBAY 2 RM 4                        29.547 METERS 16358     |
 PH1695| PH1694 BOMBAY                               73.807 METERS 29523     |
 PH1695|---------------------------------------------------------------------|
 PH1695
 PH1695                          SUPERSEDED SURVEY CONTROL
 PH1695
 PH1695  NAD 83(1986)-  44 56 11.91528(N)    074 36 55.11455(W) AD(       ) 3
 PH1695  NAD 27      -  44 56 11.75300(N)    074 36 56.42800(W) AD(       ) 3
 PH1695
 PH1695.Superseded values are not recommended for survey control.
 PH1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1695.See file dsdata.txt to determine how the superseded data were derived.
 PH1695
 PH1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3035375984(NAD 83)
 PH1695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1695
 PH1695  HISTORY     - Date     Condition        Report By
 PH1695  HISTORY     - 1959     MONUMENTED       CGS
 PH1695  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1695
 PH1695                          STATION DESCRIPTION
 PH1695
 PH1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 PH1695'STATION IS LOCATED IN A PASTURE, ABOUT 2 MILES WEST OF BOMBAY,
 PH1695'221 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 95 AND IS ON
 PH1695'PROPERTY OWNED BY MR. E.A. POTTER.
 PH1695'
 PH1695'STATION IS REACHED FROM THE RAILROAD TRACKS AND DEPOT WHICH IS
 PH1695'LOCATED AT THE WEST EDGE OF BOMBAY.  GO WEST ON STATE HIGHWAY
 PH1695'95 FOR 1.8 MILES TO THE HOME OF MR. DAN MULVANA ON THE RIGHT,
 PH1695'NORTH SIDE OF THE HIGHWAY AND A VERY LARGE BARN AND THE AZIMUTH
 PH1695'MARK ON THE LEFT, SOUTH SIDE OF THE HIGHWAY, CONTINUE WEST, ON
 PH1695'HIGHWAY 95 FOR 0.05 MILE TO A ROAD FORK LEFT, KEEP RIGHT AND
 PH1695'CONTINUE ON HIGHWAY 95 FOR 0.15 MILE TO THE STATION ON THE
 PH1695'RIGHT, NORTH SIDE OF THE HIGHWAY.
 PH1695'
 PH1695'STATION MARK IS A STANDARD DISK, STAMPED BOMBAY 2 1959, SET IN
 PH1695'A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS
 PH1695'ABOUT 221 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 95 AND
 PH1695'ABOUT 124 FEET NORTHWEST OF A FENCE CORNER.
 PH1695'
 PH1695'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOMBAY 2 NO 3
 PH1695'1959, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3 X 3 FOOT
 PH1695'OUTCROPPING ROCK WHICH PROTRUDES ABOUT 3 FEET.  IT IS ABOUT
 PH1695'66 FEET NORTH OF A EAST-WEST FENCE LINE.
 PH1695'
 PH1695'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BOMBAY 2 NO 4
 PH1695'1959, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3 X 3 FOOT
 PH1695'BOULDER WHICH PROTRUDES ABOUT 6 INCHES.  IT IS ABOUT 125 FEET
 PH1695'NORTH OF THE CENTERLINE OF STATE HIGHWAY 95 AND ABOUT 60 FEET
 PH1695'NORTH-NORTHWEST OF A FENCE CORNER AND LARGE ELM TREE.
 PH1695'
 PH1695'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOMBAY 1942, SET IN
 PH1695'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 PH1695'GROUND SURFACE.  IT IS ABOUT 34 FEET SOUTH OF THE CENTERLINE
 PH1695'OF STATE HIGHWAY 95, 45 FEET NORTH-NORTHWEST OF THE NORTHWEST
 PH1695'CORNER OF A VERY LARGE BARN AND ABOUT 168 FEET SOUTHWEST OF THE
 PH1695'SOUTHWEST CORNER OF THE HOME OF MR. DAN MULVANA.
 PH1695'
 PH1695'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PH1695
 PH1695                          STATION RECOVERY (1975)
 PH1695
 PH1695'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1695'BOMBAY 2 1959 GOOD
 PH1695'
 PH1695'BOMBAY 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2428 ***********************************************************************
 MZ2428  DESIGNATION -  BONACKER
 MZ2428  PID         -  MZ2428
 MZ2428  STATE/COUNTY-  NY/RENSSELAER
 MZ2428  USGS QUAD   -  TROY SOUTH (1980)
 MZ2428
 MZ2428                         *CURRENT SURVEY CONTROL
 MZ2428  ___________________________________________________________________
 MZ2428* NAD 83(1996)-  42 38 31.94009(N)    073 44 47.71955(W)     ADJUSTED  
 MZ2428* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 MZ2428  ___________________________________________________________________
 MZ2428  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MZ2428  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ2428
 MZ2428  HORZ ORDER  -  THIRD
 MZ2428
 MZ2428.The horizontal coordinates were established by classical geodetic methods
 MZ2428.and adjusted by the National Geodetic Survey in January 1999..
 MZ2428
 MZ2428.The orthometric height was scaled from a topographic map.
 MZ2428
 MZ2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2428
 MZ2428.The geoid height was determined by GEOID03.
 MZ2428
 MZ2428;                    North         East     Units Scale Factor Converg.
 MZ2428;SPC NY E     -   423,203.984   211,783.106   MT  0.99994695   +0 30 37.4
 MZ2428;SPC NY E     - 1,388,461.74    694,825.07   sFT  0.99994695   +0 30 37.4
 MZ2428;UTM  18      - 4,721,845.022   602,754.954   MT  0.99972990   +0 50 57.0
 MZ2428
 MZ2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2428!SPC NY E     -   1.00000433  x   0.99994695  =   0.99995128
 MZ2428!UTM  18      -   1.00000433  x   0.99972990  =   0.99973423
 MZ2428
 MZ2428                          SUPERSEDED SURVEY CONTROL
 MZ2428
 MZ2428  NAD 83(1996)-  42 38 31.94248(N)    073 44 47.72062(W) AD(       ) 3
 MZ2428  NAD 83(1996)-  42 38 31.94271(N)    073 44 47.72063(W) AD(       ) 3
 MZ2428  NAD 83(1992)-  42 38 31.94295(N)    073 44 47.72035(W) AD(       ) 3
 MZ2428  NAD 83(1992)-  42 38 31.94319(N)    073 44 47.72039(W) AD(       ) 3
 MZ2428  NAD 83(1986)-  42 38 31.94344(N)    073 44 47.71971(W) AD(       ) 3
 MZ2428  NAD 27      -  42 38 31.66100(N)    073 44 49.28300(W) AD(       ) 3
 MZ2428
 MZ2428.Superseded values are not recommended for survey control.
 MZ2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2428.See file dsdata.txt to determine how the superseded data were derived.
 MZ2428
 MZ2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0275521845(NAD 83)
 MZ2428
 MZ2428  HISTORY     - Date     Condition        Report By
 MZ2428  HISTORY     - 1934     MONUMENTED       CGS
 MZ2428  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2428  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2428
 MZ2428                          STATION DESCRIPTION
 MZ2428
 MZ2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2428'ON THE E SIDE OF THE HUDSON RIVER ON BONACKERS ICE HOUSE DOCK,
 MZ2428'RENSSELAER, MARKED BY A BOLT IN A CONCRETE MONUMENT.
 MZ2428
 MZ2428                          STATION RECOVERY (1935)
 MZ2428
 MZ2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2428'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL
 MZ2428'MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE RECOVERY
 MZ2428'AND TO ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2428
 MZ2428                          STATION RECOVERY (1969)
 MZ2428
 MZ2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2428'STATION IS BELIEVED TO BE DESTROYED.  THERE IS NO LONGER A
 MZ2428'DIKE NOR BUILDINGS IN THE VICINITY.
 MZ2428'
 MZ2428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2428'AT RENSSELAER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1804 ***********************************************************************
 OF1804  DESIGNATION -  BONCKE
 OF1804  PID         -  OF1804
 OF1804  STATE/COUNTY-  NY/MONROE
 OF1804  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1804
 OF1804                         *CURRENT SURVEY CONTROL
 OF1804  ___________________________________________________________________
 OF1804* NAD 83(1996)-  43 11 03.59749(N)    077 33 10.32941(W)     ADJUSTED  
 OF1804* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 OF1804  ___________________________________________________________________
 OF1804  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OF1804  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OF1804
 OF1804  HORZ ORDER  -  FIRST
 OF1804
 OF1804.The horizontal coordinates were established by classical geodetic methods
 OF1804.and adjusted by the National Geodetic Survey in January 1999..
 OF1804
 OF1804.The orthometric height was scaled from a topographic map.
 OF1804
 OF1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1804
 OF1804.The geoid height was determined by GEOID03.
 OF1804
 OF1804;                    North         East     Units Scale Factor Converg.
 OF1804;SPC NY W     -   354,162.637   433,768.480   MT  1.00002379   +0 42 18.9
 OF1804;SPC NY W     - 1,161,948.58  1,423,122.09   sFT  1.00002379   +0 42 18.9
 OF1804;UTM  18      - 4,784,448.975   292,538.476   MT  1.00012949   -1 44 51.6
 OF1804
 OF1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1804!SPC NY W     -   0.99998305  x   1.00002379  =   1.00000684
 OF1804!UTM  18      -   0.99998305  x   1.00012949  =   1.00011253
 OF1804
 OF1804:                Primary Azimuth Mark                     Grid Az
 OF1804:SPC NY W     -  WINTON NORTH BASE 1925                   145 00 39.4
 OF1804:UTM  18      -  WINTON NORTH BASE 1925                   147 27 49.9
 OF1804
 OF1804|---------------------------------------------------------------------|
 OF1804| PID    Reference Object                     Distance      Geod. Az  |
 OF1804|                                                           dddmmss.s |
 OF1804| OF1864 WINTON NORTH BASE 1925              APPROX. 1.7 KM 1454258.3 |
 OF1804| CZ4116 BONCKE RM 1                          22.020 METERS 17403     |
 OF1804| CZ4117 BONCKE RM 2                          29.156 METERS 26410     |
 OF1804|---------------------------------------------------------------------|
 OF1804
 OF1804                          SUPERSEDED SURVEY CONTROL
 OF1804
 OF1804  NAD 83(1986)-  43 11 03.60571(N)    077 33 10.33003(W) AD(       ) 1
 OF1804  NAD 27      -  43 11 03.38100(N)    077 33 11.33600(W) AD(       ) 1
 OF1804
 OF1804.Superseded values are not recommended for survey control.
 OF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1804.See file dsdata.txt to determine how the superseded data were derived.
 OF1804
 OF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9253884449(NAD 83)
 OF1804
 OF1804  HISTORY     - Date     Condition        Report By
 OF1804  HISTORY     - 1925     MONUMENTED       CGS
 OF1804  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OF1804  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1804  HISTORY     - 19990920 GOOD             USPSQD
 OF1804
 OF1804                          STATION DESCRIPTION
 OF1804
 OF1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1804'IN IRONDEQUOIT, ROCHESTER, ON THE EAST SIDE OF PARDEE ROAD, IN
 OF1804'THE LAWN OF THE H.A. BONCKE RESIDENCE, 9.60 METERS SOUTHWEST
 OF1804'OF THE SOUTHWEST CORNER OF THE BONCKE RESIDENCE, 11.95 METERS
 OF1804'SOUTHWEST OF THE NORTHWEST CORNER OF THE PORCH, AND 7.20 METERS
 OF1804'SOUTH OF THE SOUTH EDGE OF A CEMENT WALK LEADING TO THE
 OF1804'RESIDENCE.  STATION MARK HAS NO COVER AND IS LEVEL WITH THE
 OF1804'GROUND.
 OF1804'
 OF1804'SURFACE AND REFERENCE MARKS ARE SET AS DESCRIBED IN NOTES C AND
 OF1804'11A RESPECTIVELY.
 OF1804'
 OF1804'REFERENCE MARK NO.1 IS SOUTH OF THE STATION, ON THE SOUTH SIDE
 OF1804'OF A DRIVEWAY LEADING TO AN ORCHARD.
 OF1804'
 OF1804'REFERENCE MARK NO.2 IS WEST OF THE STATION, ON THE WEST SIDE
 OF1804'OF PARDEE ROAD.
 OF1804'
 OF1804'HEIGHT OF LIGHT ABOVE STATION MARK 3.65 METERS.
 OF1804
 OF1804                          STATION RECOVERY (1968)
 OF1804
 OF1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 OF1804'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND
 OF1804'IN EXCELLENT CONDITION.
 OF1804'
 OF1804'REFERENCE MARK NO.1 HAS BEEN DESTROYED OR DEEPLY
 OF1804'COVERED WHEN A LAWN IN FRONT OF A NEW HOUSE WAS BUILT UP.
 OF1804'
 OF1804'REFERENCE MARK NO.2 WAS SEARCHED FOR BUT NOT
 OF1804'RECOVERED.  MEASUREMENTS INDICATE THAT THE MARK WAS DESTROYED
 OF1804'WHEN THE ROAD WAS MADE WIDER.
 OF1804
 OF1804                          STATION RECOVERY (1977)
 OF1804
 OF1804'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1804'BONKE.  GOOD BONCKE GOOD
 OF1804
 OF1804                          STATION RECOVERY (1999)
 OF1804
 OF1804'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2214 ***********************************************************************
 OF2214  DESIGNATION -  BONESTEEL 1925
 OF2214  PID         -  OF2214
 OF2214  STATE/COUNTY-  NY/MONROE
 OF2214  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2214
 OF2214                         *CURRENT SURVEY CONTROL
 OF2214  ___________________________________________________________________
 OF2214* NAD 83(1996)-  43 12 12.26014(N)    077 39 05.63040(W)     ADJUSTED  
 OF2214* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 OF2214  ___________________________________________________________________
 OF2214  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OF2214  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF2214
 OF2214  HORZ ORDER  -  SECOND
 OF2214
 OF2214.The horizontal coordinates were established by classical geodetic methods
 OF2214.and adjusted by the National Geodetic Survey in January 1999..
 OF2214
 OF2214.The orthometric height was scaled from a topographic map.
 OF2214
 OF2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2214
 OF2214.The geoid height was determined by GEOID03.
 OF2214
 OF2214;                    North         East     Units Scale Factor Converg.
 OF2214;SPC NY W     -   356,187.433   425,721.754   MT  1.00000801   +0 38 16.5
 OF2214;SPC NY W     - 1,168,591.60  1,396,722.12   sFT  1.00000801   +0 38 16.5
 OF2214;UTM  18      - 4,786,816.684   284,584.731   MT  1.00017087   -1 48 57.4
 OF2214
 OF2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2214!SPC NY W     -   0.99998461  x   1.00000801  =   0.99999262
 OF2214!UTM  18      -   0.99998461  x   1.00017087  =   1.00015548
 OF2214
 OF2214:                Primary Azimuth Mark                     Grid Az
 OF2214:SPC NY W     -  FLOWER 1925                              100 03 50.5
 OF2214:UTM  18      -  FLOWER 1925                              102 31 04.4
 OF2214
 OF2214|---------------------------------------------------------------------|
 OF2214| PID    Reference Object                     Distance      Geod. Az  |
 OF2214|                                                           dddmmss.s |
 OF2214| OF2242 FLOWER 1925                         APPROX. 0.7 KM 1004207.0 |
 OF2214| OF2233 FIR 1925                            APPROX. 0.8 KM 2293410.5 |
 OF2214|---------------------------------------------------------------------|
 OF2214
 OF2214                          SUPERSEDED SURVEY CONTROL
 OF2214
 OF2214  NAD 83(1986)-  43 12 12.26648(N)    077 39 05.62818(W) AD(       ) 2
 OF2214  NAD 27      -  43 12 12.04276(N)    077 39 06.61737(W) AD(       ) 2
 OF2214
 OF2214.Superseded values are not recommended for survey control.
 OF2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2214.See file dsdata.txt to determine how the superseded data were derived.
 OF2214
 OF2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8458586817(NAD 83)
 OF2214
 OF2214  HISTORY     - Date     Condition        Report By
 OF2214  HISTORY     - 1925     MONUMENTED       CGS
 OF2214  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2214
 OF2214                          STATION DESCRIPTION
 OF2214
 OF2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2214'IN ROCHESTER, AT THE NORTHEAST CORNER OF BONESTEEL STREET AND
 OF2214'LEWISTON AVENUE, 1.17 METERS NORTH OF THE NORTH EDGE OF THE
 OF2214'SIDEWALK ON THE NORTH SIDE OF LEWISTON AVENUE AND 3.35 METERS
 OF2214'EAST OF THE EAST EDGE OF THE SIDEWALK ON THE EAST SIDE OF
 OF2214'BONESTEEL STREET.  STATION IS SET AS DESCRIBED IN NOTE C.
 OF2214
 OF2214                          STATION RECOVERY (1977)
 OF2214
 OF2214'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2214'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0725 ***********************************************************************
 OG0725  DESIGNATION -  BOOM IWC
 OG0725  PID         -  OG0725
 OG0725  STATE/COUNTY-  NY/ERIE
 OG0725  USGS QUAD   -  
 OG0725
 OG0725                         *CURRENT SURVEY CONTROL
 OG0725  ___________________________________________________________________
 OG0725* NAD 83(1996)-  43 03 18.90960(N)    078 59 49.76492(W)     ADJUSTED  
 OG0725* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 OG0725  ___________________________________________________________________
 OG0725  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OG0725  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OG0725
 OG0725  HORZ ORDER  -  THIRD
 OG0725
 OG0725.The horizontal coordinates were established by classical geodetic methods
 OG0725.and adjusted by the National Geodetic Survey in January 1999..
 OG0725
 OG0725.The orthometric height was scaled from a topographic map.
 OG0725
 OG0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0725
 OG0725.The geoid height was determined by GEOID03.
 OG0725
 OG0725;                    North         East     Units Scale Factor Converg.
 OG0725;SPC NY W     -   339,390.959   316,288.762   MT  0.99995148   -0 16 57.1
 OG0725;SPC NY W     - 1,113,485.17  1,037,690.71   sFT  0.99995148   -0 16 57.1
 OG0725;UTM  17      - 4,768,897.173   663,104.396   MT  0.99992727   +1 22 03.5
 OG0725
 OG0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0725!SPC NY W     -   0.99997816  x   0.99995148  =   0.99992964
 OG0725!UTM  17      -   0.99997816  x   0.99992727  =   0.99990543
 OG0725
 OG0725|---------------------------------------------------------------------|
 OG0725| PID    Reference Object                     Distance      Geod. Az  |
 OG0725|                                                           dddmmss.s |
 OG0725| OG0724 REF MON 23 41 IWC                    49.783 METERS 05400     |
 OG0725| OG0932 NAVY SUB IBC                        APPROX. 1.2 KM 2340004.1 |
 OG0725| OG0726 BURNT SUB IBC                       APPROX. 0.6 KM 3563714.9 |
 OG0725|---------------------------------------------------------------------|
 OG0725
 OG0725                          SUPERSEDED SURVEY CONTROL
 OG0725
 OG0725  NAD 83(1986)-  43 03 18.91547(N)    078 59 49.76278(W) AD(       ) 3
 OG0725  NAD 27      -  43 03 18.71266(N)    078 59 50.61160(W) AD(       ) 3
 OG0725
 OG0725.Superseded values are not recommended for survey control.
 OG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0725.See file dsdata.txt to determine how the superseded data were derived.
 OG0725
 OG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6310468897(NAD 83)
 OG0725_MARKER: Z = SEE DESCRIPTION
 OG0725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OG0725_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OG0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0725
 OG0725  HISTORY     - Date     Condition        Report By
 OG0725  HISTORY     - 1909     MONUMENTED       IWC
 OG0725  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0725  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 OG0725
 OG0725                          STATION DESCRIPTION
 OG0725
 OG0725'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0725'ON THE UNITED STATES SIDE OF THE BOUNDARY, ON THE WESTERN SHORE OF
 OG0725'GRAND ISLAND, ABOUT 2000 FEET SOUTH OF THE MOUTH OF BURNT SHIP CREEK.
 OG0725'THE STATION IS 9 FEET FROM THE RIVERS EDGE (EDGE OF GRASS).  IT IS
 OG0725'1.1 FEET WEST OF AN 8 - INCH CYLINDER OF CONCRETE MARKED---I.W.C.
 OG0725'1909---WHOSE TOP IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IN VINES
 OG0725'UNDER FALLEN TREE IN 1956.
 OG0725'
 OG0725'STATION MARK, A 3/8-INCH BRASS PLUG, SET FLUSH WITH THE SURFACE OF
 OG0725'THE GROUND IN THE TOP OF A CONCRETE - FILLED IRON PIPE 2 INCHES IN
 OG0725'DIAMETER AND 4 FEET IN LENGTH.  A CONCRETE COLLAR WAS BUILT AROUND
 OG0725'THE PIPE AS A MARKER.  AN ELM TREE IS 63.75 FEET FROM THE STATION,
 OG0725'S 05 DEG 14 MIN W (CENTER OF TREE).
 OG0725
 OG0725                          STATION RECOVERY (1971)
 OG0725
 OG0725'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0725'STATION SEARCHED FOR BUT NOT RECOVERED.
 OG0725
 OG0725                          STATION RECOVERY (1994)
 OG0725
 OG0725'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1915 ***********************************************************************
 OE1915  DESIGNATION -  BOONVILLE CITY PARK FLAGPOLE
 OE1915  PID         -  OE1915
 OE1915  STATE/COUNTY-  NY/ONEIDA
 OE1915  USGS QUAD   -  BOONVILLE (1955)
 OE1915
 OE1915                         *CURRENT SURVEY CONTROL
 OE1915  ___________________________________________________________________
 OE1915* NAD 83(1996)-  43 28 47.91336(N)    075 19 22.50803(W)     ADJUSTED  
 OE1915* NAVD 88     -                                                        
 OE1915  ___________________________________________________________________
 OE1915  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 OE1915  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 OE1915
 OE1915  HORZ ORDER  -  THIRD
 OE1915
 OE1915.The horizontal coordinates were established by classical geodetic methods
 OE1915.and adjusted by the National Geodetic Survey in January 1999..
 OE1915
 OE1915
 OE1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1915
 OE1915.The geoid height was determined by GEOID03.
 OE1915
 OE1915;                    North         East     Units Scale Factor Converg.
 OE1915;SPC NY C     -   387,262.580   351,965.893   MT  1.00006535   +0 52 02.5
 OE1915;SPC NY C     - 1,270,543.98  1,154,741.43   sFT  1.00006535   +0 52 02.5
 OE1915;UTM  18      - 4,814,168.190   473,885.205   MT  0.99960839   -0 13 19.9
 OE1915
 OE1915                          SUPERSEDED SURVEY CONTROL
 OE1915
 OE1915  NAD 83(1986)-  43 28 47.91703(N)    075 19 22.50554(W) AD(       ) 4
 OE1915  NAD 27      -  43 28 47.66730(N)    075 19 23.88909(W) AD(       ) 3
 OE1915
 OE1915.Superseded values are not recommended for survey control.
 OE1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1915.See file dsdata.txt to determine how the superseded data were derived.
 OE1915
 OE1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP7388514168(NAD 83)
 OE1915
 OE1915  HISTORY     - Date     Condition        Report By
 OE1915  HISTORY     - 1942     MONUMENTED       CGS
 OE1915
 OE1915                          STATION DESCRIPTION
 OE1915
 OE1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1915'SEE STATION PARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2050 ***********************************************************************
 PG2050  DESIGNATION -  BOQUET RIVER POINT 1872
 PG2050  PID         -  PG2050
 PG2050  STATE/COUNTY-  NY/ESSEX
 PG2050  USGS QUAD   -  
 PG2050
 PG2050                         *CURRENT SURVEY CONTROL
 PG2050  ___________________________________________________________________
 PG2050* NAD 83(1996)-  44 21 35.49373(N)    073 21 18.78776(W)     ADJUSTED  
 PG2050* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG2050  ___________________________________________________________________
 PG2050  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 PG2050  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PG2050
 PG2050  HORZ ORDER  -  THIRD
 PG2050
 PG2050.The horizontal coordinates were established by classical geodetic methods
 PG2050.and adjusted by the National Geodetic Survey in January 1999..
 PG2050
 PG2050.The orthometric height was scaled from a topographic map.
 PG2050
 PG2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2050
 PG2050.The geoid height was determined by GEOID03.
 PG2050
 PG2050;                    North         East     Units Scale Factor Converg.
 PG2050;SPC NY E     -   614,382.782   241,252.776   MT  1.00000238   +0 48 01.6
 PG2050;SPC NY E     - 2,015,687.51    791,510.15   sFT  1.00000238   +0 48 01.6
 PG2050;SPC VT       -   206,980.838   431,824.478   MT  1.00002142   -0 35 52.7
 PG2050;UTM  18      - 4,913,158.409   631,069.652   MT  0.99981127   +1 09 00.5
 PG2050
 PG2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2050!SPC NY E     -   0.99999989  x   1.00000238  =   1.00000227
 PG2050!SPC VT       -   0.99999989  x   1.00002142  =   1.00002131
 PG2050!UTM  18      -   0.99999989  x   0.99981127  =   0.99981116
 PG2050
 PG2050:                Primary Azimuth Mark                     Grid Az
 PG2050:SPC NY E     -  PAINE USLS 1930                          352 23 30.5
 PG2050:SPC VT       -  PAINE USLS 1930                          353 47 24.8
 PG2050:UTM  18      -  PAINE USLS 1930                          352 02 31.6
 PG2050
 PG2050|---------------------------------------------------------------------|
 PG2050| PID    Reference Object                     Distance      Geod. Az  |
 PG2050|                                                           dddmmss.s |
 PG2050| PG2022 PAINE USLS 1930                     APPROX. 6.1 KM 3531132.1 |
 PG2050|---------------------------------------------------------------------|
 PG2050
 PG2050                          SUPERSEDED SURVEY CONTROL
 PG2050
 PG2050  NAD 83(1996)-  44 21 35.49373(N)    073 21 18.78777(W) AD(       ) 3
 PG2050  NAD 83(1992)-  44 21 35.49283(N)    073 21 18.78818(W) AD(       ) 3
 PG2050  NAD 83(1986)-  44 21 35.50127(N)    073 21 18.78925(W) AD(       ) 3
 PG2050  NAD 27      -  44 21 35.31000(N)    073 21 20.32200(W) AD(       ) 3
 PG2050
 PG2050.Superseded values are not recommended for survey control.
 PG2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2050.See file dsdata.txt to determine how the superseded data were derived.
 PG2050
 PG2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3107013158(NAD 83)
 PG2050_MARKER: H = DRILL HOLE
 PG2050_SETTING: 66 = SET IN ROCK OUTCROP
 PG2050_SP_SET: SET IN BEDROCK
 PG2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2050+STABILITY: POSITION/ELEVATION WELL
 PG2050
 PG2050  HISTORY     - Date     Condition        Report By
 PG2050  HISTORY     - 1872     MONUMENTED       CGS
 PG2050  HISTORY     - 1930     GOOD             USLS
 PG2050
 PG2050                          STATION DESCRIPTION
 PG2050
 PG2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (SCM)
 PG2050'STATION IS TRIPOD SIGNAL ON ROCKY LEDGE, N POINT OF ENTRANCE TO
 PG2050'BOQUET RIVER, QUITE CLOSE TO EDGE OF LAKE.
 PG2050'
 PG2050'STATION IS MARKED BY DRILL HOLE IN ROCK.
 PG2050'
 PG2050'DISTANCE TO STUMP, 17 FEET 4 INCHES NW.  TO TREE, 27 FEET 6 INCHES
 PG2050'SW. TO TREE, 44 FEET 6 INCHES SSW.  TO EDGE OF ROCK, 10 FEET 2 INCHES
 PG2050'E.
 PG2050
 PG2050                          STATION RECOVERY (1930)
 PG2050
 PG2050'RECOVERY NOTE BY US LAKE SURVEY 1930
 PG2050'STATION IS LOCATED ABOUT 3-1/2 MILES N OF ESSEX, ON THE MOST E PART
 PG2050'OF BOQUET RIVER POINT JUST N OF BOQUET RIVER.  IT IS IN LEDGE ROCK
 PG2050'WHICH SLOPES TOWARDS THE LAKE AND IS ABOUT 10 FEET W OF THE POINT OF
 PG2050'THE LEDGE.  IT IS 6 FEET ABOVE LOW WATER (STANDARD LAKE DATUM).
 PG2050'
 PG2050'STATION MARK IS A DRILL HOLE, 1 INCH IN DIAMETER.
 PG2050'
 PG2050'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS
 PG2050'SET IN DRILL HOLES IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2569 ***********************************************************************
 LY2569  DESIGNATION -  BORAK
 LY2569  PID         -  LY2569
 LY2569  STATE/COUNTY-  NY/ORANGE
 LY2569  USGS QUAD   -  GOSHEN (1957)
 LY2569
 LY2569                         *CURRENT SURVEY CONTROL
 LY2569  ___________________________________________________________________
 LY2569* NAD 83(1996)-  41 24 09.75340(N)    074 15 26.45126(W)     ADJUSTED  
 LY2569* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 LY2569  ___________________________________________________________________
 LY2569  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LY2569  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY2569
 LY2569  HORZ ORDER  -  SECOND
 LY2569
 LY2569.The horizontal coordinates were established by classical geodetic methods
 LY2569.and adjusted by the National Geodetic Survey in January 1999..
 LY2569
 LY2569.The orthometric height was scaled from a topographic map.
 LY2569
 LY2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2569
 LY2569.The geoid height was determined by GEOID03.
 LY2569
 LY2569;                    North         East     Units Scale Factor Converg.
 LY2569;SPC NY E     -   285,295.513   170,288.820   MT  0.99990506   +0 09 37.7
 LY2569;SPC NY E     -   936,007.03    558,689.24   sFT  0.99990506   +0 09 37.7
 LY2569;UTM  18      - 4,583,729.255   562,076.728   MT  0.99964742   +0 29 28.2
 LY2569
 LY2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2569!SPC NY E     -   0.99997212  x   0.99990506  =   0.99987718
 LY2569!UTM  18      -   0.99997212  x   0.99964742  =   0.99961955
 LY2569
 LY2569:                Primary Azimuth Mark                     Grid Az
 LY2569:SPC NY E     -  MT BEACON FIRE TOWER                     071 14 53.4
 LY2569:UTM  18      -  MT BEACON FIRE TOWER                     070 55 02.9
 LY2569
 LY2569|---------------------------------------------------------------------|
 LY2569| PID    Reference Object                     Distance      Geod. Az  |
 LY2569|                                                           dddmmss.s |
 LY2569| LX4382 MT BEACON FIRE TOWER                APPROX.27.6 KM 0712431.1 |
 LY2569| AI8979 BORAK AZ MK                                        1020637.1 |
 LY2569| AI8980 BORAK RM 1                           16.557 METERS 30530     |
 LY2569| AI8978 BORAK RM 2                           20.464 METERS 30531     |
 LY2569|---------------------------------------------------------------------|
 LY2569
 LY2569                          SUPERSEDED SURVEY CONTROL
 LY2569
 LY2569  NAD 83(1986)-  41 24 09.75539(N)    074 15 26.45186(W) AD(       ) 2
 LY2569  NAD 27      -  41 24 09.41319(N)    074 15 27.91453(W) AD(       ) 2
 LY2569
 LY2569.Superseded values are not recommended for survey control.
 LY2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2569.See file dsdata.txt to determine how the superseded data were derived.
 LY2569
 LY2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6207783729(NAD 83)
 LY2569_MARKER: DS = TRIANGULATION STATION DISK
 LY2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2569_STAMPING: BORAK 1942
 LY2569_MARK LOGO: CGS   
 LY2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2569+STABILITY: SURFACE MOTION
 LY2569
 LY2569  HISTORY     - Date     Condition        Report By
 LY2569  HISTORY     - 1942     MONUMENTED       CGS
 LY2569  HISTORY     - 1975     GOOD             NGS
 LY2569  HISTORY     - 19841106 GOOD             NGS
 LY2569
 LY2569                          STATION DESCRIPTION
 LY2569
 LY2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2569'STATION IS IN HAY LAND, ON A LOW HILL, ABOUT 3-1/2 MILES E
 LY2569'OF GOSHEN ON LAND OWNED BY PETER BORAK.  IT IS IN A STONE FENCE
 LY2569'LINE AT THE HIGHEST PART OF THE HILL, ABOUT 1/4 MILE N OF THE
 LY2569'BORAK FARMYARD.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 LY2569'BORAK 1942.
 LY2569'
 LY2569'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 LY2569'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY2569'
 LY2569'THE TWO REFERENCE MARKS ARE IN THE STONE FENCE LINE SW OF THE
 LY2569'STATION AND ARE ON EITHER SIDE OF A GAP IN THE FENCE AND
 LY2569'ARE DIRECTLY IN LINE WITH THE STATION.  REFERENCE MARK NO.1
 LY2569'BEING THE CLOSER MARK.
 LY2569'
 LY2569'REFERENCE MARK NO.1 PROJECTS ABOUT 6 INCHES AND IS STAMPED
 LY2569'BORAK NO.1 1942.
 LY2569'
 LY2569'REFERENCE MARK NO.2 PROJECTS ABOUT 6 INCHES AND IS STAMPED
 LY2569'BORAK NO.2 1942.
 LY2569'
 LY2569'THE AZIMUTH MARK IS LOCATED ABOUT 0.8 MILE E FROM THE STATION
 LY2569'AT THE SW CORNER OF A RED BARN AND ABOUT 25 FEET N OF THE
 LY2569'ROAD.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED BORAK 1942.
 LY2569'
 LY2569'TO REACH THE AZIMUTH MARK FROM THE ROAD PASSING IN FRONT OF
 LY2569'THE BORAK RESIDENCE, FOLLOW ROAD EASTERLY FOR 0.8 MILE TO
 LY2569'A RED BARN ON THE LEFT AND THE AZIMUTH MARK.
 LY2569'
 LY2569'TO REACH THE STATION FROM THE MONUMENT JUST N OF THE
 LY2569'COURTHOUSE IN GOSHEN, GO NORTHERLY ON HIGHWAY 207 FOR 0.4 MILE
 LY2569'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO 3.05 MILES TO A
 LY2569'CROSSROADS AT THE TOP OF A SMALL HILL.  CONTINUE STRAIGHT AHEAD
 LY2569'TO THE BORAK RESIDENCE ON THE LEFT (AZIMUTH MARK 0.8 MILE
 LY2569'STRAIGHT AHEAD).  HERE TURN LEFT TO THE BARN, ABOUT 0.05
 LY2569'MILE.  PASS TO THE LEFT OF THE BARN THENCE N UPHILL ABOUT 0.1
 LY2569'MILE TO THE HIGHEST POINT AND THE STATION AT A STONE FENCE
 LY2569'LINE.
 LY2569'
 LY2569'A 4-FOOT LIGHT AT SUGARLOAF IS VISIBLE FROM THE GROUND.
 LY2569'
 LY2569'A 47-FOOT LIGHT AT EVE IS VISIBLE FROM THE GROUND.
 LY2569'
 LY2569'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT MURRAY.
 LY2569'
 LY2569'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT SAYERS.
 LY2569'
 LY2569'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HOUSTON
 LY2569'(U.S.G.S.).
 LY2569'
 LY2569'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT KIMBALL.
 LY2569'
 LY2569'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY2569
 LY2569                          STATION RECOVERY (1975)
 LY2569
 LY2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2569'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LY2569'CONDITION, HOWEVER THE REFERENCE MARKS ARE NORTHWEST FROM STATION,
 LY2569'NOT SW AS STATED IN 1942 DESCRIPTION.  AZIMUTH MARK WAS FOUND
 LY2569'TILTED SLIGHTLY TO SOUTH.  DISTANCE AND ANGLES TO REFERENCE MARKS
 LY2569'WERE NOT CHECKED.  VIEW FROM STATION IS OBSTRUCTED FROM SOUTHWEST
 LY2569'CLOCKWISE TO NORTH, BUT THE REMAINING AREAS ARE OPEN.  AZIMUTH
 LY2569'MARK IS VISIBLE FROM STATION.
 LY2569'
 LY2569'TO REACH STATION FROM THE MONUMENT JUST NORTH OF THE COURTHOUSE IN
 LY2569'GOSHEN, GO NORTH ON NY RTE. 207 FOR 0.4 MILE.  TURN RIGHT ON
 LY2569'CRAIGVILLE RD. AND GO EASTERLY 1.9 MILES TO T-ROAD LEFT.  TURN LEFT
 LY2569'ON HASBROUCK RD. AND GO NORTHEAST 1.05 MILES TO CROSSROAD.
 LY2569'CONTINUE AHEAD, ON FARMINGDALE ROAD, FOR 0.4 MILE TO FARM HOUSE ON
 LY2569'LEFT.  GO LEFT BETWEEN HOUSE AND BARNS AND FOLLOW FARM DRIVE
 LY2569'NORTHEAST 0.25 MILE UP TO TOP OF HILL AND STATION.
 LY2569'
 LY2569'TO REACH AZIMUTH MARK FROM THE FARM HOUSE, CONTINUE EAST ON
 LY2569'FARMINGDALE RD. FOR 0.8 MILE TO JUNCTION OF RIDGE RD. ON LEFT, AND
 LY2569'THE MARK AT SOUTHWEST CORNER OF A WHITE ALUMINUM SIDED BARN ON
 LY2569'LEFT.
 LY2569'
 LY2569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4 MILES EAST
 LY2569'OF GOSHEN.
 LY2569
 LY2569                          STATION RECOVERY (1984)
 LY2569
 LY2569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LY2569'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LY2569'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 LY2569'TILTED OVER.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 LY2569'AZIMUTH MARK WAS STRAIGHTENED UP AND USED AS AZIMUTH MARK 2.  THE
 LY2569'DIRECTION TO REFERENCE MARK 2 CHECKED BUT A SHORTER DISTANCE OF 0.14
 LY2569'FT (4.27 CM) WAS NOTED TO THE MARK.  A NEW DESCRIPTION FOLLOWS.
 LY2569'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF GOSHEN, ON A HIGH
 LY2569'HILL AND IN A STONE WALL AND HEDGE ROW BETWEEN CULTIVATED FIELDS.  TO
 LY2569'REACH THE STATION FROM THE COURTHOUSE IN GOSHEN, GO NORTHEAST ON STATE
 LY2569'HIGHWAY 207 FOR 0.6 KM (0.35 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LY2569'GO EASTERLY ON CRAIGVILLE ROAD FOR 3.2 KM (2.00 MI) TO A SIDE ROAD
 LY2569'LEFT.  TURN LEFT AND GO NORTHEAST ON HASBROUCK ROAD FOR 1.7 KM (1.05
 LY2569'MI) TO A CROSSROAD.  CONTINUE AHEAD, SOUTHEAST ON FARMINGDALE ROAD FOR
 LY2569'0.6 KM (0.35 MI) TO A DRIVEWAY ON THE LEFT LEADING TO A FARM HOUSE AND
 LY2569'BARN.  TURN LEFT AND GO NORTHEAST, PASSING BETWEEN THE HOUSE AND BARN
 LY2569'AND TO THE LEFT OF A SILO, ON A FARM AND FIELD ROAD FOR 0.4 KM (0.25
 LY2569'MI) TO THE STATION, IN THE SECOND HEDGEROW FROM THE HOUSE.
 LY2569'THE STATION IS A STANDARD NGS DISK STAMPED--BORAK 1942--, SET INTO THE
 LY2569'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 LY2569'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 61.5 FT (18.7 M)
 LY2569'SE FROM THE CENTER OF A FIELD ROAD, 2.2 FT (0.7 M) ENE FROM A
 LY2569'CARSONITE WITNESS POST AND 1.5 FT (0.5 M) SW FROM A STONE FENCE.
 LY2569'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BORAK NO 2 1942--,
 LY2569'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 LY2569'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED 6.0 FT
 LY2569'(1.8 M) NW FROM THE CENTER OF THE FIELD ROAD, 2.0 FT (0.6 M) SW FROM
 LY2569'THE STONE FENCE AND 3.5 FT (1.1 M) LOWER THAN THE STATION.
 LY2569'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BORAK 1942 NO 3
 LY2569'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 LY2569'CM) IN DIAMETER, PROJECTING 8 INCHES (20 CM) ABOVE THE GROUND.
 LY2569'LOCATED 103.0 FT (31.4 M) SE FROM THE CENTER OF THE FIELD ROAD, 42.5
 LY2569'FT (13.0 M) SE FROM THE WITNESS POST, 5.0 FT (1.5 M) NW FROM A
 LY2569'MULTI-TRUNKED WILD CHERRY TREE, 5.0 FT (1.5 M) SW FROM THE STONE FENCE
 LY2569'AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 LY2569'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--BORAK 1942 NO 2
 LY2569'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 LY2569'CM) IN DIAMETER, PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND LOCATED
 LY2569'41.0 FT (12.5 M) E FROM THE CENTER OF THE NORTH-SOUTH ROAD, 29.0 FT
 LY2569'(8.8 M) N FROM THE CENTER OF THE EAST-WEST ROAD AND 2.0 FT (0.6 M) W
 LY2569'FROM THE SOUTHWEST CORNER OF A GARAGE.  TO REACH THE AZIMUTH MARK FROM
 LY2569'THE FARM HOUSE, GO EASTERLY ON FARMINGDALE ROAD FOR 1.3 KM (0.80 MI)
 LY2569'TO A SIDE ROAD LEFT AND THE MARK, AT THE SOUTHWEST CORNER OF A WHITE
 LY2569'ALUMINUM SIDED GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2093 ***********************************************************************
 PG2093  DESIGNATION -  BOREAS
 PG2093  PID         -  PG2093
 PG2093  STATE/COUNTY-  NY/ESSEX
 PG2093  USGS QUAD   -  
 PG2093
 PG2093                         *CURRENT SURVEY CONTROL
 PG2093  ___________________________________________________________________
 PG2093* NAD 83(1996)-  44 00 11.27057(N)    073 52 50.33617(W)     ADJUSTED  
 PG2093* NAVD 88     -      1151.     (meters)    3776.     (feet)  SCALED    
 PG2093  ___________________________________________________________________
 PG2093  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 PG2093  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PG2093
 PG2093  HORZ ORDER  -  SECOND
 PG2093
 PG2093.The horizontal coordinates were established by classical geodetic methods
 PG2093.and adjusted by the National Geodetic Survey in January 1999..
 PG2093
 PG2093.The orthometric height was scaled from a topographic map.
 PG2093
 PG2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2093
 PG2093.The geoid height was determined by GEOID03.
 PG2093
 PG2093;                    North         East     Units Scale Factor Converg.
 PG2093;SPC NY E     -   574,297.639   199,668.247   MT  0.99993033   +0 25 49.0
 PG2093;SPC NY E     - 1,884,174.84    655,078.24   sFT  0.99993033   +0 25 49.0
 PG2093;UTM  18      - 4,872,829.561   589,738.466   MT  0.99969904   +0 46 39.6
 PG2093
 PG2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2093!SPC NY E     -   0.99982398  x   0.99993033  =   0.99975432
 PG2093!UTM  18      -   0.99982398  x   0.99969904  =   0.99952307
 PG2093
 PG2093:                Primary Azimuth Mark                     Grid Az
 PG2093:SPC NY E     -  BOREAS AZ MK                             100 12 10.9
 PG2093:UTM  18      -  BOREAS AZ MK                             099 51 20.3
 PG2093
 PG2093|---------------------------------------------------------------------|
 PG2093| PID    Reference Object                     Distance      Geod. Az  |
 PG2093|                                                           dddmmss.s |
 PG2093| DA4903 BOREAS AZ MK                                       1003759.9 |
 PG2093| PG2094 BOREAS MT FIRE TOWER                  3.033 METERS 23921     |
 PG2093|---------------------------------------------------------------------|
 PG2093
 PG2093                          SUPERSEDED SURVEY CONTROL
 PG2093
 PG2093  NAD 83(1996)-  44 00 11.27345(N)    073 52 50.33536(W) AD(       ) 2
 PG2093  NAD 83(1992)-  44 00 11.27192(N)    073 52 50.34070(W) AD(       ) 2
 PG2093  NAD 83(1986)-  44 00 11.27590(N)    073 52 50.34042(W) AD(       ) 2
 PG2093  NAD 27      -  44 00 11.08400(N)    073 52 51.86100(W) AD(       ) 2
 PG2093
 PG2093.Superseded values are not recommended for survey control.
 PG2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2093.See file dsdata.txt to determine how the superseded data were derived.
 PG2093
 PG2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8973872830(NAD 83)
 PG2093
 PG2093  HISTORY     - Date     Condition        Report By
 PG2093  HISTORY     - 1942     MONUMENTED       CGS
 PG2093  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PG2093
 PG2093                          STATION DESCRIPTION
 PG2093
 PG2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2093'THE STATION IS ABOUT 8 MILES WEST-NORTHWEST OF SCHROON RIVER
 PG2093'POST OFFICE, ON THE SUMMIT OF BOREAS MT. AND ON THE PROPERTY OF
 PG2093'THE STATE OF NEW YORK.  THE DISK IS SET IN A DRILL HOLE IN THE
 PG2093'BEDROCK WHICH CAPS THE SUMMIT OF THE MT. AND IS NEAR THE CENTER
 PG2093'OF THE EAST SIDE OF THE NEW YORK CONSERVATION DEPARTMENTS BOREAS
 PG2093'MT. LOOKOUT TOWER.  IT IS STAMPED BOREAS 1942.  THIS STATION WAS
 PG2093'NOT OCCUPIED BUT THE REFERENCE MARKS WERE MEASURED AND THE
 PG2093'DESCRIPTION TAKEN.
 PG2093'
 PG2093'R.M. NO.1 IS 3.966 METERS, 13.01 FEET FROM THE STATION, AND
 PG2093'BENEATH THE SOUTH EDGE OF THE LOOKOUT TOWER.  IT IS STAMPED
 PG2093'BOREAS NO. 1 1942.  R.M. NO.2 IS 4.722 METERS, 15.49 FT. FROM
 PG2093'THE STATION AND 6 FT. NORTH OF THE NORTH SIDE OF THE LOOKOUT
 PG2093'TOWER.  IT IS STAMPED BOREAS NO. 2 1942.
 PG2093'
 PG2093'THE AZIMUTH MARK IS ABOUT 2 MILES FROM THE STATION, AT THE END
 PG2093'OF TRUCK TRAVEL, 20 FT. WEST OF THE CENTERLINE OF THE ROAD TO THE
 PG2093'STATION AND ABOUT 50 FT. EAST OF AN OLD LOG CABIN.  IT IS SET IN
 PG2093'A DRILL HOLE IN AN 18 X 18 INCH BOULDER WHICH PROJECTS ABOUT 12
 PG2093'INCHES.  IT IS STAMPED BOREAS 1942.
 PG2093'
 PG2093'TO REACH THE STATION FROM THE SCHROON RIVER POST OFFICE GO SOUTH
 PG2093'ON U.S. HWY. 9 FOR 0.2 MILES AND TAKE A PAVED RIGHT FORK OFF THE
 PG2093'HIGHWAY.  GO 4.75 MILES AND TAKE A RIGHT FORK AT AN ELK LAKE
 PG2093'SIGN.  GO 3.35 MILES TO A CLEARING AND OLD LOG HOUSE ON THE LEFT
 PG2093'AND THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE CONSERVATION
 PG2093'DEPARTMENT RAIL WESTERLY TO THE SUMMIT OF THE MOUNTAIN AND THE
 PG2093'STATION.  IS ABOUT 2 HOURS PACK.
 PG2093'
 PG2093'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
 PG2093
 PG2093                          STATION RECOVERY (1943)
 PG2093
 PG2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG2093'THE STATION IS LOCATED ABOUT 8.0 MILES WEST-NORTHWEST OF THE
 PG2093'SCHROON RIVER POST OFFICE ON THE SUMMIT OF BOREAS MT., AND ON
 PG2093'LAND OWNED BY THE NEW YORK CONSERVATION DEPT.  IT IS 9.95 FEET
 PG2093'EAST OF THE CENTER OF THE BOREAS MT. FIRE TOWER, SET IN
 PG2093'BEDROCK.  THE DISK IS STAMPED BOREAS 1942, AND IS SET FLUSH WITH
 PG2093'THE ROCK SURFACE.
 PG2093'
 PG2093'THE AZIMUTH MARK IS ABOUT 2.0 MILES EAST OF THE STATION AT THE
 PG2093'END OF TRUCK TRAVEL.  IT IS SET IN A BOULDER ABOUT 18 X 18 INCHES
 PG2093'IN DIAMETER THAT PROJECTS 12-INCHES.  IT IS 20-FEET WEST OF THE
 PG2093'CENTER OF THE ELK LAKE ROAD, AND 50 FT. EAST OF AN OLD LOG CABIN,
 PG2093'AND 25 FEET NORTHEAST OF THE SIGN POINTING TO THE BOREAS MT. FIRE
 PG2093'TOWER.  THE DISK IS STAMPED BOREAS 1942, AND IS SET FLUSH WITH
 PG2093'THE ROCK SURFACE.
 PG2093'
 PG2093'R.M. NO.1 IS SOUTHWEST OF THE STATION, SET IN BEDROCK BENEATH
 PG2093'THE SOUTH EDGE OF THE FIRE TOWER, AND ABOUT 6-INCHES LOWER IN
 PG2093'ELEVATION THAN THE STATION.  THE DISK IS STAMPED BOREAS NO 1
 PG2093'1942, AND IS SET FLUSH WITH THE ROCK SURFACE.
 PG2093'
 PG2093'R.M. NO.2 IS WEST-NORTHWEST OF THE STATION, SET IN BEDROCK
 PG2093'BENEATH THE NORTH EDGE OF THE FIRE TOWER, AND ABOUT 6-INCHES
 PG2093'HIGHER IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED BOREAS
 PG2093'NO. 2 1942, AND IS SET FLUSH WITH THE ROCK SURFACE.
 PG2093'
 PG2093'TO REACH THE STATION FROM THE SCHROON RIVER POST OFFICE, GO SOUTH
 PG2093'ON U.S. HIGHWAY NO.9 FOR 0.2 MILES TO A PAVED RIGHT FORK.  BEAR
 PG2093'RIGHT AND GO NORTHWEST FOR 4.65 MILES TO AN ELK LAKE SIGN AND A
 PG2093'FORK IN FRONT OF A WHITE HOUSE.  BEAR RIGHT AND FOLLOW THE ELK
 PG2093'LAKE ROAD FOR 3.25 MILES TO A CLEARING AT AN OLD LOG HOUSE JUST
 PG2093'AFTER CROSSING A BRIDGE AND PASSING THROUGH A GATE, TO THE END
 PG2093'OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW WELL BEATEN TRAIL IN A
 PG2093'WESTERLY DIRECTION TO THE SUMMIT OF BOREAS MT. AND STATION AS
 PG2093'DESCRIBED.  PACK WILL REQUIRE 2-HOURS.
 PG2093'
 PG2093'A FOUR-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 PG2093'
 PG2093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2094 ***********************************************************************
 PG2094  DESIGNATION -  BOREAS MT FIRE TOWER
 PG2094  PID         -  PG2094
 PG2094  STATE/COUNTY-  NY/ESSEX
 PG2094  USGS QUAD   -  
 PG2094
 PG2094                         *CURRENT SURVEY CONTROL
 PG2094  ___________________________________________________________________
 PG2094* NAD 83(1996)-  44 00 11.22047(N)    073 52 50.45328(W)     ADJUSTED  
 PG2094* NAVD 88     -                                                        
 PG2094  ___________________________________________________________________
 PG2094  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 PG2094  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PG2094
 PG2094  HORZ ORDER  -  THIRD
 PG2094
 PG2094.The horizontal coordinates were established by classical geodetic methods
 PG2094.and adjusted by the National Geodetic Survey in January 1999..
 PG2094
 PG2094
 PG2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2094
 PG2094.The geoid height was determined by GEOID03.
 PG2094
 PG2094;                    North         East     Units Scale Factor Converg.
 PG2094;SPC NY E     -   574,296.073   199,665.650   MT  0.99993033   +0 25 48.9
 PG2094;SPC NY E     - 1,884,169.70    655,069.72   sFT  0.99993033   +0 25 48.9
 PG2094;UTM  18      - 4,872,827.980   589,735.878   MT  0.99969904   +0 46 39.5
 PG2094
 PG2094                          SUPERSEDED SURVEY CONTROL
 PG2094
 PG2094  NAD 83(1996)-  44 00 11.22335(N)    073 52 50.45246(W) AD(       ) 4
 PG2094  NAD 83(1992)-  44 00 11.22182(N)    073 52 50.45780(W) AD(       ) 4
 PG2094  NAD 83(1986)-  44 00 11.22506(N)    073 52 50.45696(W) AD(       ) 4
 PG2094  NAD 27      -  44 00 10.99973(N)    073 52 51.74327(W) AD(       ) 3
 PG2094
 PG2094.Superseded values are not recommended for survey control.
 PG2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2094.See file dsdata.txt to determine how the superseded data were derived.
 PG2094
 PG2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8973672828(NAD 83)
 PG2094
 PG2094  HISTORY     - Date     Condition        Report By
 PG2094  HISTORY     - 1943     MONUMENTED       CGS
 PG2094
 PG2094                          STATION DESCRIPTION
 PG2094
 PG2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG2094'THE STATION IS THE BOREAS MT. FIRE TOWER, LOCATED ABOUT 8.0 MILES
 PG2094'WEST-NORTHWEST OF THE SCHROON RIVER POST OFFICE ON THE SUMMIT OF
 PG2094'BOREAS MT., AND ON LAND OWNED BY THE N.Y.S. CONSERVATION DEPT.  IT
 PG2094'IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 60 FT. HIGH WITH A GLASS
 PG2094'ENCLOSED CAB ON THE TOP.  POINT OBSERVED UPON THE CENTER OF THE
 PG2094'BASE OF THE TOWER.
 PG2094'
 PG2094'LOCATED TO TRIANGULATION STATION BOREAS BY DISTANCE AND DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4409 ***********************************************************************
 KV4409  DESIGNATION -  BORO HALL 1931
 KV4409  PID         -  KV4409
 KV4409  STATE/COUNTY-  NY/RICHMOND
 KV4409  USGS QUAD   -  JERSEY CITY (1981)
 KV4409
 KV4409                         *CURRENT SURVEY CONTROL
 KV4409  ___________________________________________________________________
 KV4409* NAD 83(1996)-  40 38 32.52783(N)    074 04 34.09504(W)     ADJUSTED  
 KV4409* NAVD 88     -        55.1    (meters)     181.     (feet)  VERTCON   
 KV4409  ___________________________________________________________________
 KV4409  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV4409  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4409
 KV4409  HORZ ORDER  -  THIRD
 KV4409
 KV4409.The horizontal coordinates were established by classical geodetic methods
 KV4409.and adjusted by the National Geodetic Survey in January 1999..
 KV4409
 KV4409.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4409
 KV4409.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4409
 KV4409.The geoid height was determined by GEOID03.
 KV4409
 KV4409;                    North         East     Units Scale Factor Converg.
 KV4409;SPC NY L     -    52,827.387   293,559.649   MT  1.00000144   -0 02 59.3
 KV4409;SPC NY L     -   173,317.85    963,120.28   sFT  1.00000144   -0 02 59.3
 KV4409;SPC NJ       -   200,922.806   185,850.274   MT  0.99991581   +0 16 33.9
 KV4409;SPC NJ       -   659,194.24    609,743.77   sFT  0.99991581   +0 16 33.9
 KV4409;SPC NY E     -   200,922.806   185,850.274   MT  0.99991581   +0 16 33.9
 KV4409;SPC NY E     -   659,194.24    609,743.77   sFT  0.99991581   +0 16 33.9
 KV4409;UTM  18      - 4,499,468.075   578,117.221   MT  0.99967511   +0 36 06.4
 KV4409
 KV4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4409!SPC NY L     -   0.99999639  x   1.00000144  =   0.99999783
 KV4409!SPC NJ       -   0.99999639  x   0.99991581  =   0.99991220
 KV4409!SPC NY E     -   0.99999639  x   0.99991581  =   0.99991220
 KV4409!UTM  18      -   0.99999639  x   0.99967511  =   0.99967151
 KV4409
 KV4409:                Primary Azimuth Mark                     Grid Az
 KV4409:SPC NY L     -  H 53 NY                                  021 00 48.6
 KV4409:SPC NJ       -  H 53 NY                                  020 41 15.4
 KV4409:SPC NY E     -  H 53 NY                                  020 41 15.4
 KV4409:UTM  18      -  H 53 NY                                  020 21 42.9
 KV4409
 KV4409|---------------------------------------------------------------------|
 KV4409| PID    Reference Object                     Distance      Geod. Az  |
 KV4409|                                                           dddmmss.s |
 KV4409| KV4453 H 53 NY                             APPROX. 4.0 KM 0205749.3 |
 KV4409| KV4410 STATUE OF LIBERTY                   APPROX. 5.8 KM 0271124.3 |
 KV4409| KV4350 ROBBINS REEF LIGHT                  APPROX. 1.9 KM 0284148.3 |
 KV4409| KU3602 EMPIRE STATE BUILDING               APPROX.14.0 KM 0325759.4 |
 KV4409|---------------------------------------------------------------------|
 KV4409
 KV4409                          SUPERSEDED SURVEY CONTROL
 KV4409
 KV4409  NAD 83(1996)-  40 38 32.52726(N)    074 04 34.09498(W) AD(       ) 3
 KV4409  NAD 83(1992)-  40 38 32.52716(N)    074 04 34.09510(W) AD(       ) 3
 KV4409  NAD 83(1986)-  40 38 32.52722(N)    074 04 34.09500(W) AD(       ) 3
 KV4409  NAD 27      -  40 38 32.15600(N)    074 04 35.58500(W) AD(       ) 3
 KV4409  NGVD 29 (07/19/86)   55.4    (m)          182.     (f) VERT ANG       
 KV4409
 KV4409.Superseded values are not recommended for survey control.
 KV4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4409.See file dsdata.txt to determine how the superseded data were derived.
 KV4409
 KV4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7811799468(NAD 83)
 KV4409_MARKER: DS = TRIANGULATION STATION DISK
 KV4409_SETTING: 0 = UNSPECIFIED SETTING
 KV4409_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4409
 KV4409  HISTORY     - Date     Condition        Report By
 KV4409  HISTORY     - 1931     MONUMENTED       CGS
 KV4409  HISTORY     - 1933     GOOD             CGS
 KV4409  HISTORY     - 1980     GOOD             NOSAMC
 KV4409
 KV4409                          STATION DESCRIPTION
 KV4409
 KV4409'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4409'THIS STATION IS ON THE NE POINT OF STATEN ISLAND, ON THE BOROUGH
 KV4409'HALL BUILDING, FRONTING ON RICHMOND TERRACE BETWEEN BOROUGH PLACE
 KV4409'AND SCHUYLER STREET ST. GEORGE.  IT IS LOCATED ATOP THE STONE
 KV4409'RAILING ON THE NE SIDE OF THE CLOCK-TOWER, A PROMINENT SQUARE
 KV4409'(5.53 BY 5.53 METERS) RED-BRICK TOWER RISING 3 STORIES ABOVE THE
 KV4409'MAIN ROOF OF THIS 3-STORY RED-BRICK BUILDING.  A WHITE, WOODEN
 KV4409'FLAGPOLE RISES CENTRALLY FROM THE PYRAMIDAL TOWER-ROOF.
 KV4409'
 KV4409'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4409'STAMPED BORO HALL-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH
 KV4409'IN THE TOP OF THE GRAY STONE RAILING.  NO REFERENCE MARK WAS
 KV4409'PLACED, NOR REFERENCE MEASUREMENTS TAKEN, EXCEPT TO THE FLAGPOLE
 KV4409'WHICH WAS USED AS AN ECCENTRIC SIGNAL.  (SEE DESCRIPTION FOR
 KV4409'RECOVERED STATION BOROUGH HALL-1930.)
 KV4409'
 KV4409'THERE IS EXCELLENT FOOTING FOR A CENTRAL SET-UP, SANS TRIPOD.
 KV4409'
 KV4409'AN OBSERVING PLATFORM IS NOT NECESSARY.
 KV4409'
 KV4409'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 KV4409
 KV4409                          STATION RECOVERY (1933)
 KV4409
 KV4409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4409'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH
 KV4409'THE FOLLOWING ADDITIONS--
 KV4409'
 KV4409'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4409'
 KV4409'TO INSIDE OF STONE COPING EDGE (SLOPE MEASUREMENT) 0.143 METER.
 KV4409'
 KV4409'TO OUTSIDE OF STONE COPING EDGE (SLOPE MEASUREMENT) 0.172 METER.
 KV4409'
 KV4409'TO W EDGE OF N COPING (OUTSIDE) 2.384 METERS.
 KV4409'
 KV4409'TO CENTER OF FLAGPOLE, 2.265 METERS.
 KV4409
 KV4409                          STATION RECOVERY (1980)
 KV4409
 KV4409'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 KV4409'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV4409'
 KV4409'HEIGHT OF LIGHT SHOWN WAS 0.14 METERS.
 KV4409'
 KV4409'DESCRIBED BY R.H.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4408 ***********************************************************************
 KV4408  DESIGNATION -  BORO HALL FLAGPOLE
 KV4408  PID         -  KV4408
 KV4408  STATE/COUNTY-  NY/RICHMOND
 KV4408  USGS QUAD   -  JERSEY CITY (1981)
 KV4408
 KV4408                         *CURRENT SURVEY CONTROL
 KV4408  ___________________________________________________________________
 KV4408* NAD 83(1996)-  40 38 32.48603(N)    074 04 34.17465(W)     ADJUSTED  
 KV4408* NAVD 88     -                                                        
 KV4408  ___________________________________________________________________
 KV4408  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV4408  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4408
 KV4408  HORZ ORDER  -  THIRD
 KV4408
 KV4408.The horizontal coordinates were established by classical geodetic methods
 KV4408.and adjusted by the National Geodetic Survey in January 1999..
 KV4408
 KV4408
 KV4408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4408
 KV4408.The geoid height was determined by GEOID03.
 KV4408
 KV4408;                    North         East     Units Scale Factor Converg.
 KV4408;SPC NY L     -    52,826.099   293,557.777   MT  1.00000144   -0 02 59.3
 KV4408;SPC NY L     -   173,313.63    963,114.14   sFT  1.00000144   -0 02 59.3
 KV4408;SPC NJ       -   200,921.508   185,848.409   MT  0.99991581   +0 16 33.8
 KV4408;SPC NJ       -   659,189.98    609,737.66   sFT  0.99991581   +0 16 33.8
 KV4408;SPC NY E     -   200,921.508   185,848.409   MT  0.99991581   +0 16 33.8
 KV4408;SPC NY E     -   659,189.98    609,737.66   sFT  0.99991581   +0 16 33.8
 KV4408;UTM  18      - 4,499,466.766   578,115.365   MT  0.99967511   +0 36 06.3
 KV4408
 KV4408                          SUPERSEDED SURVEY CONTROL
 KV4408
 KV4408  NAD 83(1996)-  40 38 32.48546(N)    074 04 34.17459(W) AD(       ) 4
 KV4408  NAD 83(1992)-  40 38 32.48535(N)    074 04 34.17471(W) AD(       ) 4
 KV4408  NAD 83(1986)-  40 38 32.48529(N)    074 04 34.17449(W) AD(       ) 4
 KV4408  NAD 27      -  40 38 32.11400(N)    074 04 35.66400(W) AD(       ) 3
 KV4408
 KV4408.Superseded values are not recommended for survey control.
 KV4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4408.See file dsdata.txt to determine how the superseded data were derived.
 KV4408
 KV4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7811599467(NAD 83)
 KV4408_MARKER: 62 = FLAGPOLE
 KV4408
 KV4408  HISTORY     - Date     Condition        Report By
 KV4408  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4408  HISTORY     - 1931     GOOD             CGS
 KV4408  HISTORY     - 1934     GOOD             CGS
 KV4408
 KV4408                          STATION DESCRIPTION
 KV4408
 KV4408'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4408'THE SQUARE RED-BRICK CLOCK-TOWER OF THE BOROUGH HALL FRONTING ON
 KV4408'RICHMOND TERRACE BETWEEN BOROUGH PLACE AND DE KALB STREET.
 KV4408'
 KV4408'THE STATION IS THE FLAGPOLE CENTERED OVER THE TOWER.
 KV4408
 KV4408                          STATION RECOVERY (1931)
 KV4408
 KV4408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4408'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4408'
 KV4408'A COMPLETE DESCRIPTION FOLLOWS--
 KV4408'
 KV4408'THIS STATION IS THE WHITE, WOODEN FLAGPOLE ATOP THE CLOCK TOWER
 KV4408'OF THE BOROUGH HALL BUILDING, ON THE NE POINT OF STATEN ISLAND,
 KV4408'FRONTING ON RICHMOND TERRACE BETWEEN BOROUGH PLACE AND SCHUYLER
 KV4408'STREET, ST. GEORGE.  THE POLE RISES CENTRALLY FROM THE
 KV4408'PYRAMIDAL-ROOFED TOWER, A PROMINENT SQUARE (5.53 BY 5.53 METERS)
 KV4408'RED-BRICK TOWER RISING 3 STORIES ABOVE THE MAIN ROOF OF THE
 KV4408'3-STORY RED-BRICK BUILDING.
 KV4408'
 KV4408'STATION IS THE FLAGPOLE BASE.
 KV4408'
 KV4408'THIS FLAGPOLE WAS USED AS AN ECCENTRIC SIGNAL FOR A MONUMENTED
 KV4408'STATION ESTABLISHED ON THE TOWER RAILING.
 KV4408'
 KV4408'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND PROMINENT
 KV4408'OBJECTS--
 KV4408'
 KV4408'SAND ISLAND LIGHT DISTANT 2703.8 METERS IN AZIMUTH 183 DEG
 KV4408'48 MIN 44 SEC.
 KV4408
 KV4408                          STATION RECOVERY (1934)
 KV4408
 KV4408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4408'STATION RECOVERED IN GOOD CONDITION, AND ORIGINAL DESCRIPTION
 KV4408'IS FULLY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3381 ***********************************************************************
 KU3381  DESIGNATION -  BORO MONUMENT 1934
 KU3381  PID         -  KU3381
 KU3381  STATE/COUNTY-  NY/KINGS
 KU3381  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU3381
 KU3381                         *CURRENT SURVEY CONTROL
 KU3381  ___________________________________________________________________
 KU3381* NAD 83(1996)-  40 37 12.12023(N)    073 52 22.73419(W)     ADJUSTED  
 KU3381* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3381  ___________________________________________________________________
 KU3381  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KU3381  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KU3381
 KU3381  HORZ ORDER  -  THIRD
 KU3381
 KU3381.The horizontal coordinates were established by classical geodetic methods
 KU3381.and adjusted by the National Geodetic Survey in January 1999..
 KU3381
 KU3381.The orthometric height was scaled from a topographic map.
 KU3381
 KU3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3381
 KU3381.The geoid height was determined by GEOID03.
 KU3381
 KU3381;                    North         East     Units Scale Factor Converg.
 KU3381;SPC NY L     -    50,352.095   310,747.869   MT  1.00000292   +0 04 59.1
 KU3381;SPC NY L     -   165,196.83  1,019,511.97   sFT  1.00000292   +0 04 59.1
 KU3381;UTM  18      - 4,497,188.984   595,327.137   MT  0.99971185   +0 44 01.6
 KU3381
 KU3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3381!SPC NY L     -   1.00000460  x   1.00000292  =   1.00000752
 KU3381!UTM  18      -   1.00000460  x   0.99971185  =   0.99971645
 KU3381
 KU3381:                Primary Azimuth Mark                     Grid Az
 KU3381:SPC NY L     -  JAMAICA BAY WABC N RADIO TOWER           081 14 23.8
 KU3381:UTM  18      -  JAMAICA BAY WABC N RADIO TOWER           080 35 21.3
 KU3381
 KU3381|---------------------------------------------------------------------|
 KU3381| PID    Reference Object                     Distance      Geod. Az  |
 KU3381|                                                           dddmmss.s |
 KU3381| KU3342 JAMAICA BAY WABC N RADIO TOWER      APPROX. 3.9 KM 0811922.9 |
 KU3381| KU3533 PUBLIC SCHOOL 115                   APPROX. 2.6 KM 3081131.2 |
 KU3381| KU3541 CANARSIE AMUSE PK LG SWING MST      APPROX. 1.6 KM 3092256.5 |
 KU3381| KU3528 CANARSIE SANITARY LAUNDRY STK       APPROX. 1.8 KM 3100901.3 |
 KU3381|---------------------------------------------------------------------|
 KU3381
 KU3381                          SUPERSEDED SURVEY CONTROL
 KU3381
 KU3381  NAD 83(1986)-  40 37 12.12210(N)    073 52 22.73305(W) AD(       ) 3
 KU3381  NAD 27      -  40 37 11.74700(N)    073 52 24.24400(W) AD(       ) 3
 KU3381
 KU3381.Superseded values are not recommended for survey control.
 KU3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3381.See file dsdata.txt to determine how the superseded data were derived.
 KU3381
 KU3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9532797189(NAD 83)
 KU3381_MARKER: Z = SEE DESCRIPTION
 KU3381_SETTING: 0 = UNSPECIFIED SETTING
 KU3381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3381
 KU3381  HISTORY     - Date     Condition        Report By
 KU3381  HISTORY     - 1934     MONUMENTED       CGS
 KU3381  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KU3381
 KU3381                          STATION DESCRIPTION
 KU3381
 KU3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MOW)
 KU3381'ON THE LARGE SANDY ISLAND JUST S OF CANARSIE.  THE STATION WAS
 KU3381'ESTABLISHED BY THE BOROUGH OF BROOKLYN FOR TOPOGRAPHIC CONTROL
 KU3381'AND IS LOCATED NEAR THE NW PART OF THE ISLAND.  THE STATION IS
 KU3381'MARKED BY A COPPER PLUG COVERED BY A PROTECTIVE COVER AND
 KU3381'SURROUNDED BY A LARGE REINFORCEMENT OF CONCRETE APPROXIMATELY
 KU3381'3 FEET IN DIAMETER.
 KU3381'
 KU3381'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 KU3381
 KU3381                          STATION RECOVERY (1947)
 KU3381
 KU3381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3381'A MONUMENT CORRESPONDING TO THAT DESCRIBED IN ORIGINAL DESCRIPTION
 KU3381'WAS FOUND LYING ON TOP OF GROUND IN APPROXIMATE CORRECT POSITION
 KU3381'AS CHECKED BY SEXTANT AND ANGLES TO CHARTED LANDMARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4508 ***********************************************************************
 KV4508  DESIGNATION -  BORO MONUMENT T 1932
 KV4508  PID         -  KV4508
 KV4508  STATE/COUNTY-  NY/RICHMOND
 KV4508  USGS QUAD   -  THE NARROWS (1981)
 KV4508
 KV4508                         *CURRENT SURVEY CONTROL
 KV4508  ___________________________________________________________________
 KV4508* NAD 83(1996)-  40 34 43.12777(N)    074 04 38.70146(W)     ADJUSTED  
 KV4508* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4508  ___________________________________________________________________
 KV4508  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 KV4508  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4508
 KV4508  HORZ ORDER  -  THIRD
 KV4508
 KV4508.The horizontal coordinates were established by classical geodetic methods
 KV4508.and adjusted by the National Geodetic Survey in January 1999..
 KV4508
 KV4508.The orthometric height was scaled from a topographic map.
 KV4508
 KV4508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4508
 KV4508.The geoid height was determined by GEOID03.
 KV4508
 KV4508;                    North         East     Units Scale Factor Converg.
 KV4508;SPC NY L     -    45,751.334   293,445.159   MT  1.00000606   -0 03 02.3
 KV4508;SPC NY L     -   150,102.50    962,744.66   sFT  1.00000606   -0 03 02.3
 KV4508;SPC NY E     -   193,846.839   185,776.016   MT  0.99991575   +0 16 29.6
 KV4508;SPC NY E     -   635,979.17    609,500.15   sFT  0.99991575   +0 16 29.6
 KV4508;UTM  18      - 4,492,393.503   578,083.170   MT  0.99967505   +0 36 00.6
 KV4508
 KV4508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4508!SPC NY L     -   1.00000494  x   1.00000606  =   1.00001100
 KV4508!SPC NY E     -   1.00000494  x   0.99991575  =   0.99992069
 KV4508!UTM  18      -   1.00000494  x   0.99967505  =   0.99967999
 KV4508
 KV4508:                Primary Azimuth Mark                     Grid Az
 KV4508:SPC NY L     -  FORT HAMILTON FLAGPOLE 1919              048 42 41.5
 KV4508:SPC NY E     -  FORT HAMILTON FLAGPOLE 1919              048 23 09.6
 KV4508:UTM  18      -  FORT HAMILTON FLAGPOLE 1919              048 03 38.6
 KV4508
 KV4508|---------------------------------------------------------------------|
 KV4508| PID    Reference Object                     Distance      Geod. Az  |
 KV4508|                                                           dddmmss.s |
 KV4508| KV4492 FORT HAMILTON FLAGPOLE 1919         APPROX. 5.1 KM 0483939.2 |
 KV4508|---------------------------------------------------------------------|
 KV4508
 KV4508                          SUPERSEDED SURVEY CONTROL
 KV4508
 KV4508  NAD 83(1986)-  40 34 43.12819(N)    074 04 38.70033(W) AD(       ) 3
 KV4508  NAD 27      -  40 34 42.74700(N)    074 04 40.19700(W) AD(       ) 3
 KV4508
 KV4508.Superseded values are not recommended for survey control.
 KV4508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4508.See file dsdata.txt to determine how the superseded data were derived.
 KV4508
 KV4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7808392394(NAD 83)
 KV4508_MARKER: Z = SEE DESCRIPTION
 KV4508_SETTING: 0 = UNSPECIFIED SETTING
 KV4508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4508
 KV4508  HISTORY     - Date     Condition        Report By
 KV4508  HISTORY     - 1932     MONUMENTED       CGS
 KV4508  HISTORY     - 1934     GOOD             CGS
 KV4508
 KV4508                          STATION DESCRIPTION
 KV4508
 KV4508'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4508'THIS STATION IS ON THE STATEN ISLAND SHORE, W OF HOFFMAN
 KV4508'ISLAND.  IT IS JUST N OF NEW CREEK ON THE SE CORNER OF THE
 KV4508'SEA-BREEZE BUNGALOW COLONY.  AN OLD CONCRETE SIDEWALK PARALLELS
 KV4508'THE CREEK JUST N OF THE STATION.
 KV4508'
 KV4508'STATION IS A T MARKED ON TOP THE CONCRETE-FILLED 6-INCH IRON
 KV4508'PIPE WHICH IS SET IN A ROUGH MASS OF CONCRETE.  THE STANDARD
 KV4508'MANHOLE COVER USED BY THE BOROUGH PROTECTS THE MARK.  NO
 KV4508'REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS
 KV4508'FOLLOWS--
 KV4508'
 KV4508'NORMAL TO NEW CREEK BULKHEAD (WOODEN), 8.3 METERS.  NORMAL TO
 KV4508'NEAR EDGE OF E-W SIDEWALK, 0.82 METER.  TO SE CORNER OF NEAREST
 KV4508'BUNGALOW (NO.8), 3.68 METERS.  TO SE CORNER OF SIDEWALK AT BEND,
 KV4508'3.8 METERS.  TO HIGH-WATER LINE, 16 METERS.
 KV4508'
 KV4508'HEIGHT OF SIGNAL ABOVE STATION MARK 1-1/2 METERS.
 KV4508
 KV4508                          STATION RECOVERY (1934)
 KV4508
 KV4508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4508'MONUMENT IS BURIED IN SAND ABOUT 2 FEET BELOW CONCRETE WALK
 KV4508'LEVEL AND HAS BEEN DISTURBED BY RECENT STORM.  THE FOLLOWING
 KV4508'REFERENCE MEASUREMENTS WERE TAKEN.
 KV4508'
 KV4508'NORMAL TO NEW CREEK BULKHEAD (WOODEN), 8.0 METERS.  NORMAL TO
 KV4508'NEAR EDGE OF E-W SIDEWALK, 1.1 METERS.  TO SE CORNER OF NEAREST
 KV4508'BUNGALOW (NO.8), 3.7 METERS.  TO SE CORNER OF SIDEWALK AT BEND,
 KV4508'4.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1762 ***********************************************************************
 NB1762  DESIGNATION -  BORODINO
 NB1762  PID         -  NB1762
 NB1762  STATE/COUNTY-  NY/ONONDAGA
 NB1762  USGS QUAD   -  MARCELLUS (1976)
 NB1762
 NB1762                         *CURRENT SURVEY CONTROL
 NB1762  ___________________________________________________________________
 NB1762* NAD 83(1996)-  42 52 59.22890(N)    076 21 31.59667(W)     ADJUSTED  
 NB1762* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 NB1762  ___________________________________________________________________
 NB1762  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 NB1762  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NB1762
 NB1762  HORZ ORDER  -  SECOND
 NB1762
 NB1762.The horizontal coordinates were established by classical geodetic methods
 NB1762.and adjusted by the National Geodetic Survey in January 1999..
 NB1762
 NB1762.The orthometric height was scaled from a topographic map.
 NB1762
 NB1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1762
 NB1762.The geoid height was determined by GEOID03.
 NB1762
 NB1762;                    North         East     Units Scale Factor Converg.
 NB1762;SPC NY C     -   320,210.822   268,344.078   MT  0.99994164   +0 09 10.1
 NB1762;SPC NY C     - 1,050,558.34    880,392.20   sFT  0.99994164   +0 09 10.1
 NB1762;UTM  18      - 4,748,730.964   389,037.859   MT  0.99975147   -0 55 29.1
 NB1762
 NB1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1762!SPC NY C     -   0.99994645  x   0.99994164  =   0.99988809
 NB1762!UTM  18      -   0.99994645  x   0.99975147  =   0.99969793
 NB1762
 NB1762|---------------------------------------------------------------------|
 NB1762| PID    Reference Object                     Distance      Geod. Az  |
 NB1762|                                                           dddmmss.s |
 NB1762| CZ7511 BORODINO RM 2                        23.652 METERS 00512     |
 NB1762| CZ7510 BORODINO RM 1                        35.213 METERS 14331     |
 NB1762| CZ7509 BORODINO AZ MK                                     3520038.7 |
 NB1762|---------------------------------------------------------------------|
 NB1762
 NB1762                          SUPERSEDED SURVEY CONTROL
 NB1762
 NB1762  NAD 83(1986)-  42 52 59.23469(N)    076 21 31.59481(W) AD(       ) 2
 NB1762  NAD 27      -  42 52 58.99000(N)    076 21 32.83500(W) AD(       ) 2
 NB1762
 NB1762.Superseded values are not recommended for survey control.
 NB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1762.See file dsdata.txt to determine how the superseded data were derived.
 NB1762
 NB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN8903848731(NAD 83)
 NB1762
 NB1762  HISTORY     - Date     Condition        Report By
 NB1762  HISTORY     - 1942     MONUMENTED       CGS
 NB1762  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1762  HISTORY     - 1975     SEE DESCRIPTION  NYDT
 NB1762
 NB1762                          STATION DESCRIPTION
 NB1762
 NB1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1762'THE STATION IS LOCATED ABOUT 5.75 MILES SE OF SKANEATELES, 2.0
 NB1762'MILES NW OF BORODINO, AND 1.25 MILES E OF LAKE SKANEATELES, ON
 NB1762'A HIGH ROUND-TOPPED HILL IN A PASTURE FIELD, AND ON PROPERTY
 NB1762'OWNED AND OCCUPIED BY JOHN BUSO.  IT IS IN THE E EDGE OF THE
 NB1762'PASTURE, 25 FEET W OF THE SINGLE STRAND WIRE FENCE ON THE W SIDE
 NB1762'OF THE ORCHARD AND ABOUT 0.05 MILE SW OF THE FARMHOUSE.  THE
 NB1762'DISK IS STAMPED BORODINO 1942, AND IS SET 1 FOOT BELOW THE
 NB1762'GROUND SURFACE.
 NB1762'
 NB1762'SUB-STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NB1762'IN CONCRETE, AS DESCRIBED IN NOTES 7A AND 11A.
 NB1762'
 NB1762'REFERENCE MARK NO.1 IS S OF THE STATION SET IN THE ORCHARD,
 NB1762'3 FEET E OF THE SINGLE STRAND WIRE FENCE AND 4 FEET N OF A SMALL
 NB1762'FRUIT TREE.  THE DISK IS STAMPED BORODINO, NO. 1 1942, AND
 NB1762'PROJECTS 3 INCHES.
 NB1762'
 NB1762'REFERENCE MARK NO.2 IS NE OF THE STATION SET IN THE ORCHARD
 NB1762'3 FEET E OF THE WIRE FENCE, AND 4 FEET S OF A SMALL FRUIT
 NB1762'TREE.  THE DISK IS STAMPED BORODINO NO. 2, 1942 AND PROJECTS
 NB1762'3 INCHES.
 NB1762'
 NB1762'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION, 10 FEET
 NB1762'W OF THE CENTER OF THE GRADED ROAD, 5 FEET S OF A 3-FOOT OAK TREE,
 NB1762'AND 200 FEET N OF A FARMHOUSE.  THE DISK IS STAMPED BORODINO
 NB1762'1942, AND PROJECTS 3 INCHES.  TO REACH FROM THE DRIVEWAY TO THE
 NB1762'BUSO FARMHOUSE, GO N ON GRADED ROAD FOR 0.45 MILE TO THE MARK ON
 NB1762'THE LEFT.
 NB1762'
 NB1762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NB1762'AND STATE ROUTE 41 IN SKANEATELES AT THE E EDGE OF TOWN.  GO S ON
 NB1762'STATE ROUTE 41 FOR 2.0 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 NB1762'AND GO E ON PAVED ROAD FOR 1.9 MILES TO A CROSS ROAD.  TURN RIGHT
 NB1762'AND GO S ON GRADED ROAD FOR 2.4 MILES TO THE BUSO FARMHOUSE ON
 NB1762'THE RIGHT.  TURN RIGHT INTO THE DRIVEWAY FOR ABOUT 200 FEET TO
 NB1762'THE BARN AND GATE ON THE LEFT, PASS THROUGH THE GATE AROUND THE S
 NB1762'END OF THE BARN CONTINUING W THROUGH BARNYARD TO ANOTHER GATE AT
 NB1762'THE W SIDE OF THE YARD, PASS THROUGH GATE, TURN SHARP LEFT
 NB1762'UPHILL TO THE HIGHEST POINT AND STATION.
 NB1762'
 NB1762'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 NB1762'
 NB1762'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NB1762
 NB1762                          STATION RECOVERY (1974)
 NB1762
 NB1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NB1762'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND AZIMUTH MARK
 NB1762'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  NO
 NB1762'MEASUREMENTS OR ANGLES TO MARKS AT THIS TIME, A WITNESS POST WAS
 NB1762'SET AT THE AZIMUTH MARK.
 NB1762'
 NB1762'STATION IS LOCATED ABOUT 5-3/4 MILES SOUTHEAST OF SKANEATELES,
 NB1762'ABOUT 2 MILES NORTHWEST OF BORODINO, ABOUT 1-1/4 MILES EAST OF
 NB1762'SKANEATELES LAKE AND IS ON THE PROPERTY OF MR. JOHN BUSO WHO LIVES
 NB1762'IN THE HOUSE BY THE STATION.
 NB1762'
 NB1762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NB1762'STATE ROAD 41 AT THE EAST EDGE OF SKANEATELES, GO SOUTH ON STATE
 NB1762'HIGHWAY 41 FOR 2.0 MILES TO A SIDE ROAD LEFT, TURN LEFT, GO EAST
 NB1762'ON COONHILL ROAD FOR 1.95 MILES TO CROSSROAD, TURN RIGHT, GO SOUTH
 NB1762'ON TOWN LINE ROAD FOR 2.05 MILES TO THE AZIMUTH MARK ON THE
 NB1762'RIGHT, CONTINUE SOUTH FOR 0.35 MILE TO THE JOHN BUSO FARM HOUSE
 NB1762'ON RIGHT, TURN RIGHT IN TO DRIVEWAY, THEN LEFT THROUGH GATE AND
 NB1762'GO SOUTHWEST TO TOP OF SMALL HILL AND THE STATION IN
 NB1762'PASTURE.  MR. BUSO KNOW WHERE ALL THE MARKS ARE
 NB1762'LOCATED.
 NB1762'
 NB1762'THE STATION MARK IS A 12 INCH CONCRETE MONUMENT ABOUT 6 INCHES
 NB1762'BELOW GROUND AND IS STAMPED BORODINO 1942.
 NB1762'
 NB1762'REFERENCE MARK 1 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NB1762'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BORODINO
 NB1762'NO 1 1942.
 NB1762'
 NB1762'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NB1762'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BORODINO
 NB1762'NO 2 1942.
 NB1762'
 NB1762'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NB1762'MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED BORODINO
 NB1762'1942.  IT IS 21 FEET SOUTH OF CENTER OF FIELD ROAD, 18 FEET WEST
 NB1762'OF CENTER OF ROAD, 1 FOOT SOUTH OF WITNESS POST AND ABOUT 200 FEET
 NB1762'NORTH OF A FARM HOUSE.
 NB1762'
 NB1762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1762'2 MILES NORTHWEST OF BORODINO.
 NB1762
 NB1762                          STATION RECOVERY (1975)
 NB1762
 NB1762'RECOVERY NOTE BY NY DEPT OF TRANSP 1975
 NB1762'STATION MARK, RM NO. 1, RM NO. 2 AND AZ. MARK WERE RECOVERED IN
 NB1762'GOOD CONDITION.
 NB1762'
 NB1762'STATION IS LOCATED ABOUT 5-3/4 MILES SE OF SKANEATELES, ABOUT 2
 NB1762'MILES NW OF BORODINO, ABOUT 1-1/4 MILES EAST OF SKANEATELES LAKE
 NB1762'AND IS ON THE PROPERTY OF MR. JOHN BUSCO WHO LIVES IN THE HOUSE
 NB1762'BY THE STATION.
 NB1762'
 NB1762'THE STATION MARK IS A 12 INCH CONCRETE MONUMENT ABOUT 6 INCHES
 NB1762'BELOW GROUND AND IS STAMPED BORODINO 1942.
 NB1762'
 NB1762'RM NO. 1 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NB1762'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BORODINO NO 1 1942.
 NB1762'
 NB1762'RM NO. 2 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 NB1762'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BORODINO NO 2 1942.
 NB1762'
 NB1762'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 NB1762'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 NB1762'BORODINO 1942.  IT IS 21 FEET SOUTH OF CENTER OF FIELD ROAD, 18
 NB1762'FEET WEST OF CENTER OF ROAD, 1 FOOT SOUTH OF WITNESS POST AND
 NB1762'ABOUT 200 FEET NORTH OF A FARM HOUSE.
 NB1762'
 NB1762'TO REACH STATION FROM MARIETTA, GO NW ON N.Y. RTE. 174 FOR 0.4
 NB1762'MILE.  TAKE T-ROAD LEFT AND GO WEST ON COON HILL RD. FOR 0.9
 NB1762'MILE TO T-JUNCTION.  GO LEFT ON ROSE HILL RD. FOR 0.9 MILE.  TAKE
 NB1762'T-ROAD RIGHT AND GO WEST ON CHURCH RD. FOR 1.0 MILE.  TAKE
 NB1762'T-ROAD LEFT AND GO SOUTH 1.0 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1290 ***********************************************************************
 NC1290  DESIGNATION -  BOS BOS 1
 NC1290  PID         -  NC1290
 NC1290  STATE/COUNTY-  NY/ERIE
 NC1290  USGS QUAD   -  COLDEN (1979)
 NC1290
 NC1290                         *CURRENT SURVEY CONTROL
 NC1290  ___________________________________________________________________
 NC1290* NAD 83(1996)-  42 38 32.43135(N)    078 42 57.72044(W)     ADJUSTED  
 NC1290* NAVD 88     -       498.     (meters)    1634.     (feet)  VERTCON   
 NC1290  ___________________________________________________________________
 NC1290  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 NC1290  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NC1290
 NC1290  HORZ ORDER  -  SECOND
 NC1290
 NC1290.The horizontal coordinates were established by classical geodetic methods
 NC1290.and adjusted by the National Geodetic Survey in January 1999..
 NC1290
 NC1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1290
 NC1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1290
 NC1290.The geoid height was determined by GEOID03.
 NC1290
 NC1290;                    North         East     Units Scale Factor Converg.
 NC1290;SPC NY W     -   293,449.094   339,117.635   MT  0.99993896   -0 05 23.6
 NC1290;SPC NY W     -   962,757.57  1,112,588.44   sFT  0.99993896   -0 05 23.6
 NC1290;UTM  17      - 4,723,627.567   687,242.623   MT  1.00003136   +1 32 51.5
 NC1290
 NC1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1290!SPC NY W     -   0.99992728  x   0.99993896  =   0.99986625
 NC1290!UTM  17      -   0.99992728  x   1.00003136  =   0.99995864
 NC1290
 NC1290:                Primary Azimuth Mark                     Grid Az
 NC1290:SPC NY W     -  BOS BOS 1 AZ MK A                        180 41 35.0
 NC1290:UTM  17      -  BOS BOS 1 AZ MK A                        179 03 19.9
 NC1290
 NC1290|---------------------------------------------------------------------|
 NC1290| PID    Reference Object                     Distance      Geod. Az  |
 NC1290|                                                           dddmmss.s |
 NC1290| CZ9743 BOS BOS 1 AZ MK A                                  1803611.4 |
 NC1290| NC1312 BOSTON RAD STA WDCX MAST            APPROX. 4.3 KM 2625021.9 |
 NC1290|---------------------------------------------------------------------|
 NC1290
 NC1290                          SUPERSEDED SURVEY CONTROL
 NC1290
 NC1290  NAD 83(1986)-  42 38 32.43760(N)    078 42 57.71669(W) AD(       ) 2
 NC1290  NAD 27      -  42 38 32.21948(N)    078 42 58.61534(W) AD(       ) 2
 NC1290  NGVD 29 (07/19/86)  498.     (m)         1634.     (f) VERT ANG       
 NC1290
 NC1290.Superseded values are not recommended for survey control.
 NC1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1290.See file dsdata.txt to determine how the superseded data were derived.
 NC1290
 NC1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8724323628(NAD 83)
 NC1290_MARKER: DD = SURVEY DISK
 NC1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1290
 NC1290  HISTORY     - Date     Condition        Report By
 NC1290  HISTORY     - 1973     MONUMENTED       NY-029
 NC1290
 NC1290                          STATION DESCRIPTION
 NC1290
 NC1290'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1290'STATION IS LOCATED ON THE SOUTH SLOPE OF EAST HILL IN THE TOWN OF
 NC1290'BOSTON ABOUT 1.5 MILES NORTHEAST OF THE COMMUNITY OF BOSTON.  IT
 NC1290'IS ALSO 1.6 MILES WEST OF THE COMMUNITY OF COLDEN.
 NC1290'
 NC1290'TO REACH FROM THE INTERSECTION OF U.S. HWY ROUTE 219 AND BOSTON
 NC1290'CROSS ROAD, WHICH IS LOCATED IN THE COMMUNITY OF BOSTON, GO EAST
 NC1290'AND THEN NORTHEAST ON BOSTON CROSS ROAD FOR 1.2 MILES TO THE
 NC1290'JUNCTION OF COLE ROAD.  TURN LEFT AND GO NORTH ON COLE ROAD FOR
 NC1290'0.7 MILES AND THE STATION MARK ON THE RIGHT.
 NC1290'
 NC1290'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1290'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1290'STAMPED BOS-BOS-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED
 NC1290'AND STAMPED THE SAME.
 NC1290'
 NC1290'AZIMUTH SIGHTED TO THE WEST WAS THE CENTERLINE OF THE LIGHT ON
 NC1290'TOP OF THE MAST OF THE WDCX RADIO TOWER WHICH IS THE MOST NORTHERLY
 NC1290'HIGHER, AND BRIGHTER OF TWO MASTS LOCATED ON ZIMMERMAN ROAD IN
 NC1290'TOWN OF BOSTON.
 NC1290'
 NC1290'DISTANCE AND DIRECTION FROM STATION
 NC1290'
 NC1290'RP-1 CENTERLINE OF DRIVEWAY LEADING TO STONE FRONT SPLIT LEVEL
 NC1290'HOME 86.3 FEET N
 NC1290'
 NC1290'RP-2 NEAR EDGE OF POLE NO. 202/NYT/15 55.1 FEET NE
 NC1290'
 NC1290'RP-3 SOUTHWEST CORNER OF STONE FRONT SPLIT LEVEL HOUSE 168.5
 NC1290'FEET E
 NC1290'
 NC1290'RP-4 NEAR EDGE OF 15 INCH TREE 7.1 FEET E
 NC1290'
 NC1290'RP-5 APPARENT SOUTH PROPERTY LINE 99.7 FEET S
 NC1290'
 NC1290'RP-6 CENTERLINE OF COLE ROAD 21.1 FEET W
 NC1290'
 NC1290'RP-7 CENTERLINE AT SOUTH EDGE OF CONCRETE PART OF DRAIN 115.8
 NC1290'FEET N
 NC1290'
 NC1290'RP-8 CENTERLINE OF JUNCTION WOHLHEITER ROAD 0.7 MILES N
 NC1290'
 NC1290'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN
 NC1290'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1290'BOS-BOS-1 AZ. A 1973.
 NC1290'
 NC1290'TO REACH FROM BOS-BOS-1, GO SOUTH ON COLE ROAD FOR 0.25 MILE AND
 NC1290'THE STATION ON THE RIGHT.
 NC1290'
 NC1290'DISTANCE AND DIRECTION FROM STATION
 NC1290'
 NC1290'RP-1 NEAR EDGE OF POLE NO. 202 NYT 10 55.4 FEET NE
 NC1290'
 NC1290'RP-2 CENTERLINE OF COLE ROAD 14.5 FEET E
 NC1290'
 NC1290'RP-3 NEAR EDGE OF MOST NORTHERLY GUARD POST ON WEST SIDE OF COLE
 NC1290'ROAD 102.8 FEET S
 NC1290'
 NC1290'RP-4 NEAR EDGE OF TWIN 6 INCH ASH TREE 24.4 FEET SW
 NC1290'
 NC1290'RP-5 NEAR EDGE OF METAL WITNESS POST 3.0 FEET W
 NC1290'
 NC1290'RP-6 NEAR EDGE OF 12 INCH PINE TREE 11.0 FEET W
 NC1290'
 NC1290'RP-7 NEAR EDGE OF 6 INCH SPRUCE TREE 12.0 FEET NW
 NC1290'
 NC1290'RP-8 WRUF-FM RADIO TOWER 0.2 MILE S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1288 ***********************************************************************
 NC1288  DESIGNATION -  BOS CHE 1
 NC1288  PID         -  NC1288
 NC1288  STATE/COUNTY-  NY/ERIE
 NC1288  USGS QUAD   -  COLDEN (1979)
 NC1288
 NC1288                         *CURRENT SURVEY CONTROL
 NC1288  ___________________________________________________________________
 NC1288* NAD 83(1996)-  42 40 49.97259(N)    078 43 05.80863(W)     ADJUSTED  
 NC1288* NAVD 88     -       457.     (meters)    1499.     (feet)  VERTCON   
 NC1288  ___________________________________________________________________
 NC1288  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 NC1288  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NC1288
 NC1288  HORZ ORDER  -  SECOND
 NC1288
 NC1288.The horizontal coordinates were established by classical geodetic methods
 NC1288.and adjusted by the National Geodetic Survey in January 1999..
 NC1288
 NC1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1288
 NC1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1288
 NC1288.The geoid height was determined by GEOID03.
 NC1288
 NC1288;                    North         East     Units Scale Factor Converg.
 NC1288;SPC NY W     -   297,693.267   338,940.161   MT  0.99993900   -0 05 29.3
 NC1288;SPC NY W     -   976,681.99  1,112,006.18   sFT  0.99993900   -0 05 29.3
 NC1288;UTM  17      - 4,727,865.321   686,943.867   MT  1.00002998   +1 32 50.1
 NC1288
 NC1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1288!SPC NY W     -   0.99993374  x   0.99993900  =   0.99987274
 NC1288!UTM  17      -   0.99993374  x   1.00002998  =   0.99996371
 NC1288
 NC1288:                Primary Azimuth Mark                     Grid Az
 NC1288:SPC NY W     -  BOS CHE 1 AZ MK B                        180 25 07.7
 NC1288:UTM  17      -  BOS CHE 1 AZ MK B                        178 46 48.3
 NC1288
 NC1288|---------------------------------------------------------------------|
 NC1288| PID    Reference Object                     Distance      Geod. Az  |
 NC1288|                                                           dddmmss.s |
 NC1288| CZ9745 BOS CHE 1 AZ MK B                                  1801938.4 |
 NC1288| CZ9744 BOS CHE 1 AZ MK A                                  3591303.9 |
 NC1288|---------------------------------------------------------------------|
 NC1288
 NC1288                          SUPERSEDED SURVEY CONTROL
 NC1288
 NC1288  NAD 83(1986)-  42 40 49.97874(N)    078 43 05.80493(W) AD(       ) 2
 NC1288  NAD 27      -  42 40 49.76207(N)    078 43 06.70260(W) AD(       ) 2
 NC1288  NGVD 29 (07/19/86)  457.     (m)         1499.     (f) VERT ANG       
 NC1288
 NC1288.Superseded values are not recommended for survey control.
 NC1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1288.See file dsdata.txt to determine how the superseded data were derived.
 NC1288
 NC1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8694427865(NAD 83)
 NC1288_MARKER: DD = SURVEY DISK
 NC1288_SETTING: 0 = UNSPECIFIED SETTING
 NC1288
 NC1288  HISTORY     - Date     Condition        Report By
 NC1288  HISTORY     - 1973     MONUMENTED       NY-029
 NC1288
 NC1288                          STATION DESCRIPTION
 NC1288
 NC1288'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1288'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 3.0 MILES NORTHWEST
 NC1288'OF THE TOWN OF COLDEN.  IT IS ALSO 2.4 MILES SOUTHWEST OF THE
 NC1288'COMMUNITY OF WEST FALLS.
 NC1288'
 NC1288'TO REACH FROM THE INTERSECTION OF LEIBER ROAD AND US RTE 219
 NC1288'(SPRINGVILLE ROAD) IN THE COMMUNITY OF PATCHIN, GO NORTHWEST ON
 NC1288'US RTE 219 FOR 1.2 MILES TO THE INTERSECTION OF OMPHALIUS ROAD,
 NC1288'TURN RIGHT AND GO EAST FOR 1.77 MILES TO COLE ROAD TURN LEFT AND
 NC1288'GO NORTH FOR 0.8 MILE TO STATION ON LEFT.
 NC1288'
 NC1288'STATION MARK IS STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1288'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED BOS-CHE-1
 NC1288'1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1288'
 NC1288'DISTANCE AND DIRECTION FROM STATION
 NC1288'
 NC1288'RP-1 CENTERLINE OF DRIVEWAY TO HOUSE NO. 7516 (EXTENDED) 37.0
 NC1288'FEET S
 NC1288'
 NC1288'RP-2 NORTHEAST CORNER OF HOUSE NO. 7516 167.9 FEET SW
 NC1288'
 NC1288'RP-3 NEAR EDGE OF POWER POLE NO. 83-84 40.5 FEET SW
 NC1288'
 NC1288'RP-4 NEAR EDGE OF POWER POLE NO. 78 77.8 FEET NW
 NC1288'
 NC1288'RP-5 CENTERLINE OF COLE ROAD 13.7 FEET W
 NC1288'
 NC1288'RP-6 NEAR EDGE OF METAL WITNESS POST 10.8 FEET E
 NC1288'
 NC1288'RP-7 FENCE LINE 22.7 FEET E
 NC1288'
 NC1288'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1288'ROUND CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1288'BOS-CHE 1 AZ. A 1973.
 NC1288'
 NC1288'TO REACH FROM BOS-CHE-1, GO SOUTH ON COLE ROAD FOR 0.3 MILE
 NC1288'TO STATION ON LEFT IN THE EAST SIDE IN LINE WITH EDDY ROAD.
 NC1288'
 NC1288'DISTANCE AND DIRECTION FROM STATION
 NC1288'
 NC1288'RP-1 NEAR EDGE OF POWER POLE NO. 238/NYT/93-1/2 19.8 FEET N
 NC1288'
 NC1288'RP-2 FENCE LINE (DIRECT) 8.7 FEET E
 NC1288'
 NC1288'RP-3 NEAR EDGE OF POWER POLE NO. 4 88.3 FEET SW
 NC1288'
 NC1288'RP-4 SOUTHEAST CORNER OF GAS VENT 55.6 FEET W
 NC1288'
 NC1288'RP-5 CENTERLINE OF COLE ROAD 15.9 FEET W
 NC1288'
 NC1288'RP-6 SOUTHEAST CORNER OF CULVERT WALL 67.0 FEET SW
 NC1288'
 NC1288'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1288'ROUND CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1288'BOS-CHE 1 AZ. B 1973.
 NC1288'
 NC1288'TO REACH FROM BOS-CHE 1, GO SOUTH ON COLE ROAD FOR 0.35 MILE TO
 NC1288'STATION ON RIGHT.
 NC1288'
 NC1288'DISTANCE AND DIRECTION FROM STATION
 NC1288'
 NC1288'RP-1 PK NAIL IN CENTERLINE OF COLE ROAD 14.55 FEET E
 NC1288'
 NC1288'RP-2 NORTHWEST CORNER OF HOUSE 132.2 FEET SE
 NC1288'
 NC1288'RP-3 CENTERLINE OF DRIVEWAY EXTENDED 71.0 FEET S
 NC1288'
 NC1288'RP-4 NEAR EDGE OF METAL WITNESS POST 6.7 FEET W
 NC1288'
 NC1288'RP-5 NEAR EDGE OF POWER POLE NYSEG 70-1 72 7.0 FEET NW
 NC1288'
 NC1288'RP-6 FENCE LINE (DIRECT) 5.2 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1291 ***********************************************************************
 NC1291  DESIGNATION -  BOS CHE 2
 NC1291  PID         -  NC1291
 NC1291  STATE/COUNTY-  NY/ERIE
 NC1291  USGS QUAD   -  COLDEN (1979)
 NC1291
 NC1291                         *CURRENT SURVEY CONTROL
 NC1291  ___________________________________________________________________
 NC1291* NAD 83(1996)-  42 40 07.78599(N)    078 43 42.11464(W)     ADJUSTED  
 NC1291* NAVD 88     -       460.     (meters)    1509.     (feet)  VERTCON   
 NC1291  ___________________________________________________________________
 NC1291  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 NC1291  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NC1291
 NC1291  HORZ ORDER  -  SECOND
 NC1291
 NC1291.The horizontal coordinates were established by classical geodetic methods
 NC1291.and adjusted by the National Geodetic Survey in January 1999..
 NC1291
 NC1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1291
 NC1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1291
 NC1291.The geoid height was determined by GEOID03.
 NC1291
 NC1291;                    North         East     Units Scale Factor Converg.
 NC1291;SPC NY W     -   296,392.951   338,111.391   MT  0.99993924   -0 05 53.9
 NC1291;SPC NY W     -   972,415.87  1,109,287.12   sFT  0.99993924   -0 05 53.9
 NC1291;UTM  17      - 4,726,541.721   686,152.546   MT  1.00002635   +1 32 24.2
 NC1291
 NC1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1291!SPC NY W     -   0.99993326  x   0.99993924  =   0.99987251
 NC1291!UTM  17      -   0.99993326  x   1.00002635  =   0.99995961
 NC1291
 NC1291:                Primary Azimuth Mark                     Grid Az
 NC1291:SPC NY W     -  BOSTON RAD STA WBUF TOWER                165 08 26.1
 NC1291:UTM  17      -  BOSTON RAD STA WBUF TOWER                163 30 08.0
 NC1291
 NC1291|---------------------------------------------------------------------|
 NC1291| PID    Reference Object                     Distance      Geod. Az  |
 NC1291|                                                           dddmmss.s |
 NC1291| NC1289 BOSTON RAD STA WBUF TOWER           APPROX. 3.7 KM 1650232.2 |
 NC1291| CZ9746 BOS CHE 2 AZ MK A                                  2711927.8 |
 NC1291|---------------------------------------------------------------------|
 NC1291
 NC1291                          SUPERSEDED SURVEY CONTROL
 NC1291
 NC1291  NAD 83(1986)-  42 40 07.79210(N)    078 43 42.11093(W) AD(       ) 2
 NC1291  NAD 27      -  42 40 07.57539(N)    078 43 43.00728(W) AD(       ) 2
 NC1291  NGVD 29 (07/19/86)  460.     (m)         1509.     (f) VERT ANG       
 NC1291
 NC1291.Superseded values are not recommended for survey control.
 NC1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1291.See file dsdata.txt to determine how the superseded data were derived.
 NC1291
 NC1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8615326542(NAD 83)
 NC1291_MARKER: DD = SURVEY DISK
 NC1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1291
 NC1291  HISTORY     - Date     Condition        Report By
 NC1291  HISTORY     - 1973     MONUMENTED       NY-029
 NC1291
 NC1291                          STATION DESCRIPTION
 NC1291
 NC1291'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1291'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 2.8 MILES NORTH
 NC1291'OF THE COMMUNITY OF BOSTON.  IT IS ALSO 2.8 MILES NORTHWEST
 NC1291'OF THE COMMUNITY OF COLDEN.
 NC1291'
 NC1291'TO REACH FROM THE INTERSECTION OF LIEBER ROAD AND US RTE 219
 NC1291'(HAMBURG-SPRINGVILLE ROAD) IN THE COMMUNITY OF PATCHIN, GO
 NC1291'NORTHWEST ON US RTE 219 FOR 1.2 MILES TO OMPHALIUS ROAD.  TURN
 NC1291'RIGHT AND GO EAST FOR 1.28 MILES TO STATION ON RIGHT.
 NC1291'
 NC1291'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1291'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1291'BOS-CHE 2 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1291'STAMPED THE SAME.
 NC1291'
 NC1291'AZIMUTH SIGHTED TO SOUTHEAST WAS THE LIGHT ON THE TOWER OF
 NC1291'WBUF-FM RADIO STATION ON BOSTON COLE ROAD NORTH OF COLDEN ROAD.
 NC1291'
 NC1291'DISTANCE AND DIRECTION FROM STATION
 NC1291'
 NC1291'RP-1 NEAR EDGE OF POWER POLE NO. NYSEG 1644-35-42 90.1 FEET NE
 NC1291'
 NC1291'RP-2 CENTER OF FIRE HYDRANT 122.6 FEET NE
 NC1291'
 NC1291'RP-3 NORTHWEST CORNER OF MAIN PART OF HOUSE 120.4 FEET SE
 NC1291'
 NC1291'RP-4 CENTERLINE OF DRIVE EXTENDED 60.3 FEET E
 NC1291'
 NC1291'RP-5 NEAR EDGE OF METAL WITNESS POST 5.1 FEET S
 NC1291'
 NC1291'RP-6 SOUTHWEST CORNER OF RED BRICK HOUSE 208.6 FEET NW
 NC1291'
 NC1291'RP-7 CENTERLINE OF OMPHALIUS ROAD 15.2 FEET N
 NC1291'
 NC1291'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1291'ROUND CONCRETE POST SET 2 INCHES BELOW GROUND.  THE DISK IS
 NC1291'STAMPED BOS-CHE 2 AZ. A 1973.
 NC1291'
 NC1291'TO REACH FROM BOS-CHE 2, GO WEST ON OMPHALIUS ROAD FOR 0.75
 NC1291'MILE TO STATION ON RIGHT.
 NC1291'
 NC1291'DISTANCE AND DIRECTION FROM STATION
 NC1291'
 NC1291'RP-1 EDGE OF A SMALL EVERGREEN TREE (FIRST IN A LINE) 52.4 FEET NW
 NC1291'
 NC1291'RP-2 CENTERLINE OF OMPHALIUS ROAD 19.0 FEET S
 NC1291'
 NC1291'RP-3 NORTHEAST CORNER OF DRAIN INLET 28.65 FEET SW
 NC1291'
 NC1291'RP-4 CENTERLINE OF DRIVEWAY LEADING TO HOUSE 62.0 FEET W
 NC1291'
 NC1291'RP-5 SOUTHEAST CORNER OF HOUSE 133.0 FEET NW
 NC1291'
 NC1291'RP-6 NEAR EDGE OF POWER POLE NO. NYSEG 28 33.4 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1305 ***********************************************************************
 NC1305  DESIGNATION -  BOS CHE 3
 NC1305  PID         -  NC1305
 NC1305  STATE/COUNTY-  NY/ERIE
 NC1305  USGS QUAD   -  HAMBURG (1965)
 NC1305
 NC1305                         *CURRENT SURVEY CONTROL
 NC1305  ___________________________________________________________________
 NC1305* NAD 83(1996)-  42 40 42.65949(N)    078 46 59.08879(W)     ADJUSTED  
 NC1305* NAVD 88     -       273.     (meters)     896.     (feet)  VERTCON   
 NC1305  ___________________________________________________________________
 NC1305  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NC1305  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 NC1305
 NC1305  HORZ ORDER  -  SECOND
 NC1305
 NC1305.The horizontal coordinates were established by classical geodetic methods
 NC1305.and adjusted by the National Geodetic Survey in January 1999..
 NC1305
 NC1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1305
 NC1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1305
 NC1305.The geoid height was determined by GEOID03.
 NC1305
 NC1305;                    North         East     Units Scale Factor Converg.
 NC1305;SPC NY W     -   297,478.134   333,628.809   MT  0.99994080   -0 08 07.5
 NC1305;SPC NY W     -   975,976.18  1,094,580.52   sFT  0.99994080   -0 08 07.5
 NC1305;UTM  17      - 4,727,498.361   681,640.425   MT  1.00000593   +1 30 11.6
 NC1305
 NC1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1305!SPC NY W     -   0.99996260  x   0.99994080  =   0.99990341
 NC1305!UTM  17      -   0.99996260  x   1.00000593  =   0.99996853
 NC1305
 NC1305:                Primary Azimuth Mark                     Grid Az
 NC1305:SPC NY W     -  BOS CHE 3 AZ MK A                        035 15 16.1
 NC1305:UTM  17      -  BOS CHE 3 AZ MK A                        033 36 57.0
 NC1305
 NC1305|---------------------------------------------------------------------|
 NC1305| PID    Reference Object                     Distance      Geod. Az  |
 NC1305|                                                           dddmmss.s |
 NC1305| CZ9747 BOS CHE 3 AZ MK A                                  0350708.6 |
 NC1305| CZ9748 BOS CHE 3 AZ MK B                                  2180500.9 |
 NC1305|---------------------------------------------------------------------|
 NC1305
 NC1305                          SUPERSEDED SURVEY CONTROL
 NC1305
 NC1305  NAD 83(1986)-  42 40 42.66550(N)    078 46 59.08516(W) AD(       ) 2
 NC1305  NAD 27      -  42 40 42.44978(N)    078 46 59.97515(W) AD(       ) 2
 NC1305  NGVD 29 (07/19/86)  273.     (m)          896.     (f) VERT ANG       
 NC1305
 NC1305.Superseded values are not recommended for survey control.
 NC1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1305.See file dsdata.txt to determine how the superseded data were derived.
 NC1305
 NC1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8164027498(NAD 83)
 NC1305_MARKER: DD = SURVEY DISK
 NC1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1305
 NC1305  HISTORY     - Date     Condition        Report By
 NC1305  HISTORY     - 1973     MONUMENTED       NY-029
 NC1305
 NC1305                          STATION DESCRIPTION
 NC1305
 NC1305'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1305'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 0.6 MILE SOUTHWEST
 NC1305'OF THE COMMUNITY OF NORTH BOSTON.  IT IS ALSO ABOUT 4.0 MILES
 NC1305'SOUTHEAST OF THE VILLAGE OF HAMBURG.
 NC1305'
 NC1305'TO REACH FROM THE INTERSECTION OF NY 277 (MAYER ROAD) AND US RTE
 NC1305'219 (HAMBURG-SPRINGVILLE ROAD) IN THE COMMUNITY OF NORTH BOSTON GO
 NC1305'SOUTHWEST ON NY RTE 277 FOR 0.60 MILE TO STATION ON LEFT.
 NC1305'
 NC1305'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1305'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED BOS-CHE-3
 NC1305'1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1305'
 NC1305'DISTANCE AND DIRECTION FROM STATION
 NC1305'
 NC1305'RP-1 CENTERLINE OF DRIVE TO HOUSE NO. 7598 EXTENDED 183.7 FEET NE
 NC1305'
 NC1305'RP-2 CORNER OF FENCE LINE 82.6 FEET NE
 NC1305'
 NC1305'RP-3 FENCE LINE (DIRECT) 13.0 FEET E
 NC1305'
 NC1305'RP-4 PK NAIL IN CENTERLINE OF NY RTE 277 14.5 FEET NW
 NC1305'
 NC1305'RP-5 EAST CORNER OF IROQUOIS GAS CO. PUMP HOUSE 136.7 FEET N
 NC1305'
 NC1305'RP-6 TOP OF SOUTHWEST END OF CULVERT PIPE 75.6 FEET N
 NC1305'
 NC1305'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1305'ROUND CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1305'BOS-CHE 3 AZ. A 1973.
 NC1305'
 NC1305'TO REACH FROM BOS-CHE 3, GO NORTHEAST ON NY RTE 277 FOR 0.45
 NC1305'MILE TO STATION ON RIGHT IN FRONT OF HOUSE NO. 7463.
 NC1305'
 NC1305'DISTANCE AND DIRECTION FROM STATION
 NC1305'
 NC1305'RP-1 CENTERLINE OF DRIVEWAY 51.2 FEET N
 NC1305'
 NC1305'RP-2 TOP AND CENTER OF CULVERT WALL 40.4 FEET N
 NC1305'
 NC1305'RP-3 NORTHWEST CORNER OF HOUSE NO. 7463 73.7 FEET NE
 NC1305'
 NC1305'RP-4 SOUTHWEST CORNER OF SAME HOUSE.  101.2 FEET SE
 NC1305'
 NC1305'RP-5 CENTERLINE OF DRIVEWAY TO HOUSE NO. 7463 44.0 FEET S
 NC1305'
 NC1305'RP-6 NEAR EDGE OF POWER POLE NO. NYSEG/1030/7/658/NYT/106 53.8
 NC1305'FEET NW
 NC1305'
 NC1305'RP-7 CENTERLINE OF ZIMMERMAN ROAD (NY RTE 277) 14.0 FEET W
 NC1305'
 NC1305'RP-8 NORTHEAST CORNER OF CULVERT WALL 52.4 FEET NW
 NC1305'
 NC1305'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1305'IN THE NORTHEAST CORNER OF A CULVERT WALL.  THE DISK IS STAMPED
 NC1305'BOS-CHE 3 AZ. B 1973.
 NC1305'
 NC1305'TO REACH FROM BOS-CHE-3, GO SOUTHWEST ON MAYER ROAD (NY RTE 277)
 NC1305'FOR 0.15 MILE TO FORK IN ROAD (ZIMMERMAN RD.).  BEAR RIGHT AND
 NC1305'CONTINUE ON MAYER RD. TO SOUTHWEST FOR 0.15 MILES TO STATION
 NC1305'ON RIGHT IN A CONCRETE CULVERT WALL NEAR HOUSE NO. 5231.
 NC1305'
 NC1305'DISTANCE AND DIRECTION FROM STATION
 NC1305'
 NC1305'RP-1 SOUTHWEST CORNER OF BARN 132.5 FEET E
 NC1305'
 NC1305'RP-2 CENTERLINE OF MAYER ROAD 21.0 FEET SE
 NC1305'
 NC1305'RP-3 NORTHEAST CORNER OF HOUSE NO. 5231 59.5 FEET W
 NC1305'
 NC1305'RP-4 NEAR EDGE OF POWER POLE NO. NYSEG/47/NYT/6) 16.0 FEET N
 NC1305'
 NC1305'RP-5 NEAR EDGE OF WOODEN ROAD MARKER 3.3 FEET NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1317 ***********************************************************************
 NC1317  DESIGNATION -  BOS COL 1
 NC1317  PID         -  NC1317
 NC1317  STATE/COUNTY-  NY/ERIE
 NC1317  USGS QUAD   -  HAMBURG (1965)
 NC1317
 NC1317                         *CURRENT SURVEY CONTROL
 NC1317  ___________________________________________________________________
 NC1317* NAD 83(1996)-  42 38 24.00744(N)    078 47 56.43237(W)     ADJUSTED  
 NC1317* NAVD 88     -       400.     (meters)    1312.     (feet)  VERTCON   
 NC1317  ___________________________________________________________________
 NC1317  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 NC1317  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NC1317
 NC1317  HORZ ORDER  -  SECOND
 NC1317
 NC1317.The horizontal coordinates were established by classical geodetic methods
 NC1317.and adjusted by the National Geodetic Survey in January 1999..
 NC1317
 NC1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1317
 NC1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1317
 NC1317.The geoid height was determined by GEOID03.
 NC1317
 NC1317;                    North         East     Units Scale Factor Converg.
 NC1317;SPC NY W     -   293,203.186   332,312.379   MT  0.99994135   -0 08 45.9
 NC1317;SPC NY W     -   961,950.79  1,090,261.53   sFT  0.99994135   -0 08 45.9
 NC1317;UTM  17      - 4,723,187.261   680,446.658   MT  1.00000061   +1 29 28.8
 NC1317
 NC1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1317!SPC NY W     -   0.99994267  x   0.99994135  =   0.99988402
 NC1317!UTM  17      -   0.99994267  x   1.00000061  =   0.99994328
 NC1317
 NC1317:                Primary Azimuth Mark                     Grid Az
 NC1317:SPC NY W     -  BOS COL 1 AZ MK A                        178 55 18.8
 NC1317:UTM  17      -  BOS COL 1 AZ MK A                        177 17 04.1
 NC1317
 NC1317|---------------------------------------------------------------------|
 NC1317| PID    Reference Object                     Distance      Geod. Az  |
 NC1317|                                                           dddmmss.s |
 NC1317| CZ9749 BOS COL 1 AZ MK A                                  1784632.9 |
 NC1317|---------------------------------------------------------------------|
 NC1317
 NC1317                          SUPERSEDED SURVEY CONTROL
 NC1317
 NC1317  NAD 83(1986)-  42 38 24.01355(N)    078 47 56.42863(W) AD(       ) 2
 NC1317  NAD 27      -  42 38 23.79656(N)    078 47 57.31804(W) AD(       ) 2
 NC1317  NGVD 29 (07/19/86)  400.     (m)         1312.     (f) VERT ANG       
 NC1317
 NC1317.Superseded values are not recommended for survey control.
 NC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1317.See file dsdata.txt to determine how the superseded data were derived.
 NC1317
 NC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8044723187(NAD 83)
 NC1317_MARKER: DD = SURVEY DISK
 NC1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1317
 NC1317  HISTORY     - Date     Condition        Report By
 NC1317  HISTORY     - 1973     MONUMENTED       NY-029
 NC1317
 NC1317                          STATION DESCRIPTION
 NC1317
 NC1317'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1317'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 2.2 MILES
 NC1317'SOUTHEAST OF THE COMMUNITY OF EAST EDEN AND ABOUT 3.2 MILES
 NC1317'NORTHWEST OF BOSTON AND ABOUT 3.6 MILES NORTH OF NEW OREGON.  IT
 NC1317'IS ON THE WEST SIDE OF SOUTH FEDICK ROAD 0.27 MILE NORTH OF
 NC1317'ZENNER ROAD.
 NC1317'
 NC1317'TO REACH FROM THE INTERSECTION OF EAST EDEN ROAD AND KELLER
 NC1317'ROAD IN THE COMMUNITY OF EAST EDEN GO EAST ON KELLER ROAD FOR 1.43
 NC1317'MILES TO INTERSECTION WITH SOUTH FEDICK ROAD.  TURN RIGHT AND GO
 NC1317'SOUTH ON SOUTH FEDICK ROAD FOR 1.64 MILES TO STATION ON THE RIGHT
 NC1317'ON THE WEST SIDE OF THE ROAD OPPOSITE THE DRIVE TO THE R. URBAN
 NC1317'RESIDENCE.
 NC1317'
 NC1317'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1317'TOP OF A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK
 NC1317'IS STAMPED BOS-COL 1 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1317'THE SAME.
 NC1317'
 NC1317'AZIMUTH MARK SIGHTED TO THE NORTHWEST WAS THE TOWN OF EDEN
 NC1317'EAST STANDPIPE.  IT IS A GREEN STANDPIPE 100 FEET HIGH.  STATION
 NC1317'IS THE CENTERLINE OF THE VENT ATOP THE STANDPIPE AND IS LOCATED
 NC1317'1.3 MILES SOUTH OF THE COMMUNITY OF EAST EDEN AND ON THE WEST
 NC1317'SIDE OF EAST EDEN ROAD.
 NC1317'
 NC1317'DISTANCE AND DIRECTION FROM STATION
 NC1317'
 NC1317'RP-1 SOUTH RANGELINE OF SHED WITH SILO BACK OF IT 24 FEET S
 NC1317'
 NC1317'RP-2 SOUTHWEST CORNER OF SAME SHED EAST SIDE OF ROAD 64.5 FEET NE
 NC1317'
 NC1317'RP-3 NEAR EDGE OF SIGN POST BY CORNER OF FENCE EAST SIDE OF
 NC1317'ROAD 45.1 FEET E
 NC1317'
 NC1317'RP-4 CENTERLINE OF SOUTH FEDICK ROAD 15.0 FEET E
 NC1317'
 NC1317'RP-5 NORTH RANGELINE OF RESIDENCE OF J.M. VONDELL 136.0 FEET S
 NC1317'
 NC1317'RP-6 CENTERLINE OF DRIVE TO R. URBAN RESIDENCE EXTENDED
 NC1317'WEST 10.0 FEET S
 NC1317'
 NC1317'RP-7 NEAR EDGE 24 IN WILD CHERRY TREE 18.2 FEET SW
 NC1317'
 NC1317'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1317'TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK
 NC1317'IS STAMPED BOS-COL 1 AZ. A 1973.
 NC1317'
 NC1317'TO REACH FROM BOS-COL 1, GO SOUTH ON SOUTH FEDICK ROAD FOR
 NC1317'0.55 MILE TO STATION ON THE LEFT ON THE EAST SIDE OF THE ROAD.  IT
 NC1317'IS ABOUT 0.10 MILE NORTH OF RICE ROAD.
 NC1317'
 NC1317'DISTANCE AND DIRECTION FROM STATION
 NC1317'
 NC1317'RP-1 NEAR EDGE OF POLE NYSEG-48 38.5 FEET NE
 NC1317'
 NC1317'RP-2 NEAR EDGE OF 14 IN TREE 44.6 FEET W
 NC1317'
 NC1317'RP-3 CENTERLINE OF SOUTH FEDICK RD.  13.7 FEET W
 NC1317'
 NC1317'RP-4 SOUTHERN MOST WOODEN GUARD POST WEST OF RD.  54.1 FEET NW
 NC1317'
 NC1317'RP-5 NEAR EDGE OF WITNESS POST 3.3 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1318 ***********************************************************************
 NC1318  DESIGNATION -  BOS MAT 1
 NC1318  PID         -  NC1318
 NC1318  STATE/COUNTY-  NY/ERIE
 NC1318  USGS QUAD   -  HAMBURG (1965)
 NC1318
 NC1318                         *CURRENT SURVEY CONTROL
 NC1318  ___________________________________________________________________
 NC1318* NAD 83(1996)-  42 40 43.89734(N)    078 47 57.86568(W)     ADJUSTED  
 NC1318* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 NC1318  ___________________________________________________________________
 NC1318  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NC1318  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NC1318
 NC1318  HORZ ORDER  -  SECOND
 NC1318
 NC1318.The horizontal coordinates were established by classical geodetic methods
 NC1318.and adjusted by the National Geodetic Survey in January 1999..
 NC1318
 NC1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1318
 NC1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1318
 NC1318.The geoid height was determined by GEOID03.
 NC1318
 NC1318;                    North         East     Units Scale Factor Converg.
 NC1318;SPC NY W     -   297,519.620   332,290.758   MT  0.99994136   -0 08 47.3
 NC1318;SPC NY W     -   976,112.29  1,090,190.60   sFT  0.99994136   -0 08 47.3
 NC1318;UTM  17      - 4,727,501.568   680,301.651   MT  0.99999997   +1 29 31.8
 NC1318
 NC1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1318!SPC NY W     -   0.99995477  x   0.99994136  =   0.99989613
 NC1318!UTM  17      -   0.99995477  x   0.99999997  =   0.99995474
 NC1318
 NC1318:                Primary Azimuth Mark                     Grid Az
 NC1318:SPC NY W     -  EDEN VALLEY TENN GAS TOWER               270 11 06.8
 NC1318:UTM  17      -  EDEN VALLEY TENN GAS TOWER               268 32 47.7
 NC1318
 NC1318|---------------------------------------------------------------------|
 NC1318| PID    Reference Object                     Distance      Geod. Az  |
 NC1318|                                                           dddmmss.s |
 NC1318| NC1295 EDEN VALLEY TENN GAS TOWER          APPROX. 2.6 KM 2700219.5 |
 NC1318| CZ9750 BOS MAT 1 AZ MK A                                  3584050.2 |
 NC1318|---------------------------------------------------------------------|
 NC1318
 NC1318                          SUPERSEDED SURVEY CONTROL
 NC1318
 NC1318  NAD 83(1986)-  42 40 43.90340(N)    078 47 57.86203(W) AD(       ) 2
 NC1318  NAD 27      -  42 40 43.68781(N)    078 47 58.75046(W) AD(       ) 2
 NC1318  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 NC1318
 NC1318.Superseded values are not recommended for survey control.
 NC1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1318.See file dsdata.txt to determine how the superseded data were derived.
 NC1318
 NC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8030227502(NAD 83)
 NC1318_MARKER: DD = SURVEY DISK
 NC1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1318
 NC1318  HISTORY     - Date     Condition        Report By
 NC1318  HISTORY     - 1973     MONUMENTED       NY-029
 NC1318
 NC1318                          STATION DESCRIPTION
 NC1318
 NC1318'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1318'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 2.95 MILES
 NC1318'SOUTHEAST OF THE VILLAGE OF HAMBURG AND ABOUT 1.25 MILES SOUTHWEST
 NC1318'OF NORTH BOSTON AND ABOUT 1.8 MILES NORTHEAST OF EAST EDEN.
 NC1318'
 NC1318'TO REACH FROM THE JUNCTION OF U.S. RTE 219 AND NY RTE 277 IN
 NC1318'NORTH BOSTON GO SOUTHWEST ON ZIMMERMAN ROAD FOR 0.72 MILE TO
 NC1318'JUNCTION WITH MAYER ROAD.  BEAR RIGHT ON MAYER ROAD AND CONTINUE
 NC1318'SOUTHWEST AND THEN WEST FOR 0.85 MILE TO JUNCTION WITH SOUTH
 NC1318'FEDICK ROAD.  TURN RIGHT AND AND GO NORTH ON SOUTH FEDICK
 NC1318'(FEDDICK) ROAD FOR 0.27 MILE TO STATION ON THE RIGHT ON EAST SIDE
 NC1318'OF ROAD JUST BEFORE DRIVE TO HOUSE NO. 7609.
 NC1318'
 NC1318'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1318'TOP OF A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK
 NC1318'IS STAMPED BOS-MAT 1 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1318'THE SAME.
 NC1318'
 NC1318'AZIMUTH MARK SIGHTED TO THE WEST WAS THE EDEN TENN. GAS RAD
 NC1318'MAST KEV 536 (NGS NO. 112).  STATION IS THE OBSTRUCTION LIGHT ATOP
 NC1318'THE MAST AND IS LOCATED 1.05 MILES NORTH OF EAST EDEN AND ABOUT
 NC1318'0.10 MILE WEST OF EAST EDEN ROAD.  THE MAST IS A TRIANGULAR SHAPED
 NC1318'STEEL STRUCTURE 350 FEET HIGH AND IS PAINTED RED AND WHITE.
 NC1318'
 NC1318'DISTANCE AND DIRECTION FROM STATION.
 NC1318'
 NC1318'RP-1 SOUTHWEST CORNER OF HOUSE NO. 7609 78.2 FEET NE
 NC1318'
 NC1318'RP-2 NEAR EDGE OF TREE 48.2 FEET SE
 NC1318'
 NC1318'RP-3 NEAR EDGE OF POLE NO. NYSEG -8/7 31.0 FEET SE
 NC1318'
 NC1318'RP-4 CENTERLINE OF SOUTH FEDICK (FEDDICK) ROAD 13.3 FEET W
 NC1318'
 NC1318'RP-5 CENTERLINE OF DRIVE TO HOUSE NO. 7609 15.6 FEET N
 NC1318'
 NC1318'RP-6 TOP OF END OF CULVERT PIPE UNDER DRIVE 6.2 FEET NE
 NC1318'
 NC1318'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1318'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1318'STAMPED BOS-MAT 1 AZ. A 1973.
 NC1318'
 NC1318'TO REACH FROM BOS-MAT 1, GO NORTH ON SOUTH FEDICK (FEDDICK)
 NC1318'ROAD FOR 0.40 MILE TO STATION ON THE LEFT IN THE NORTHWEST ANGLE
 NC1318'OF THE INTERSECTION WITH APPLE TREE ROAD.
 NC1318'
 NC1318'DISTANCE AND DIRECTION FROM STATION
 NC1318'
 NC1318'RP-1 CENTERLINE OF SOUTH FEDICK (FEDDICK) ROAD 32.9 FEET E
 NC1318'
 NC1318'RP-2 NEAR EDGE OF POLE NO. 1039/4/279/NYT/151 ON EAST SIDE OF
 NC1318'ROAD 56.5 FEET SE
 NC1318'
 NC1318'RP-3 CENTERLINE OF APPLE TREE ROAD 24.5 FEET S
 NC1318'
 NC1318'RP-4 CENTERLINE OF DRIVE NORTH 44.5 FEET W
 NC1318'
 NC1318'RP-5 NEAR CORNER OF APPLE TREE ROAD STREET SIGN 1.6 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1308 ***********************************************************************
 NC1308  DESIGNATION -  BOS MAT 2
 NC1308  PID         -  NC1308
 NC1308  STATE/COUNTY-  NY/ERIE
 NC1308  USGS QUAD   -  HAMBURG (1965)
 NC1308
 NC1308                         *CURRENT SURVEY CONTROL
 NC1308  ___________________________________________________________________
 NC1308* NAD 83(1996)-  42 39 49.99133(N)    078 47 48.74705(W)     ADJUSTED  
 NC1308* NAVD 88     -       382.     (meters)    1253.     (feet)  VERTCON   
 NC1308  ___________________________________________________________________
 NC1308  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 NC1308  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NC1308
 NC1308  HORZ ORDER  -  SECOND
 NC1308
 NC1308.The horizontal coordinates were established by classical geodetic methods
 NC1308.and adjusted by the National Geodetic Survey in January 1999..
 NC1308
 NC1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1308
 NC1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1308
 NC1308.The geoid height was determined by GEOID03.
 NC1308
 NC1308;                    North         East     Units Scale Factor Converg.
 NC1308;SPC NY W     -   295,855.800   332,494.155   MT  0.99994127   -0 08 41.0
 NC1308;SPC NY W     -   970,653.57  1,090,857.91   sFT  0.99994127   -0 08 41.0
 NC1308;UTM  17      - 4,725,844.146   680,552.552   MT  1.00000108   +1 29 36.4
 NC1308
 NC1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1308!SPC NY W     -   0.99994550  x   0.99994127  =   0.99988678
 NC1308!UTM  17      -   0.99994550  x   1.00000108  =   0.99994658
 NC1308
 NC1308:                Primary Azimuth Mark                     Grid Az
 NC1308:SPC NY W     -  BOS MAT 2 AZ MK A                        091 03 31.2
 NC1308:UTM  17      -  BOS MAT 2 AZ MK A                        089 25 13.8
 NC1308
 NC1308|---------------------------------------------------------------------|
 NC1308| PID    Reference Object                     Distance      Geod. Az  |
 NC1308|                                                           dddmmss.s |
 NC1308| CZ9751 BOS MAT 2 AZ MK A                                  0905450.2 |
 NC1308| NC1300 EAST EDEN VIL TANK                  APPROX. 2.5 KM 2754811.8 |
 NC1308|---------------------------------------------------------------------|
 NC1308
 NC1308                          SUPERSEDED SURVEY CONTROL
 NC1308
 NC1308  NAD 83(1986)-  42 39 49.99739(N)    078 47 48.74334(W) AD(       ) 2
 NC1308  NAD 27      -  42 39 49.78124(N)    078 47 49.63240(W) AD(       ) 2
 NC1308  NGVD 29 (07/19/86)  382.     (m)         1253.     (f) VERT ANG       
 NC1308
 NC1308.Superseded values are not recommended for survey control.
 NC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1308.See file dsdata.txt to determine how the superseded data were derived.
 NC1308
 NC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8055325844(NAD 83)
 NC1308_MARKER: DD = SURVEY DISK
 NC1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1308
 NC1308  HISTORY     - Date     Condition        Report By
 NC1308  HISTORY     - 1973     MONUMENTED       NY-029
 NC1308
 NC1308                          STATION DESCRIPTION
 NC1308
 NC1308'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1308'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 4 MILES SOUTHEAST
 NC1308'OF THE VILLAGE OF HAMBURG AND ABOUT 1.6 MILES EAST OF EAST EDEN
 NC1308'AND ABOUT 1.8 MILES SOUTHWEST OF NORTH BOSTON.  IT IS ON KELLER
 NC1308'ROAD 0.13 MILE EAST OF SOUTH FEDICK ROAD.
 NC1308'
 NC1308'TO REACH FROM THE JUNCTION OF U.S. RTE 219 AND NY RTE 277 IN
 NC1308'NORTH BOSTON GO SOUTHWEST, THEN SOUTH AND SOUTHEAST ON ZIMMERMAN
 NC1308'ROAD FOR 1.72 MILES TO JUNCTION WITH KELLER ROAD.  TURN RIGHT AND
 NC1308'GO WEST ON KELLER ROAD FOR 0.90 MILE TO STATION ON THE RIGHT ON
 NC1308'NORTH SIDE OF THE ROAD JUST BEFORE A BARN ON SOUTH SIDE OF ROAD.
 NC1308'
 NC1308'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1308'OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1308'STAMPED BOS-MAT 2 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1308'THE SAME.
 NC1308'
 NC1308'AZIMUTH MARK SIGHTED TO THE WEST NORTHWEST WAS THE CENTERLINE
 NC1308'OF THE VENT ON TOP OF THE EAST EDEN WATER TANK.  IT IS LOCATED
 NC1308'ON EAST SIDE OF EAST EDEN ROAD 0.15 MILE NORTH OF INTERSECTION OF
 NC1308'KELLER ROAD IN COMMUNITY OF EAST EDEN.
 NC1308'
 NC1308'DISTANCE AND DIRECTION FROM STATION
 NC1308'
 NC1308'RP-1 NEAR EDGE OF WITNESS POST 5.0 FEET N
 NC1308'
 NC1308'RP-2 CENTER OF TOP OF SOUTH END OF CULVERT PIPE UNDER KELLER
 NC1308'ROAD 111.4 FEET SE
 NC1308'
 NC1308'RP-3 NEAR EDGE OF POLE NO. NYSEG-11/62 93.2 FEET SE
 NC1308'
 NC1308'RP-4 NEAR EDGE OF POLE NO. NYSEG/114/NYT/63 81.7 FEET SW
 NC1308'
 NC1308'RP-5 CENTERLINE OF KELLER ROAD 13.9 FEET S
 NC1308'
 NC1308'RP-6 NEAR EDGE OF KELLER ROAD 5.4 FEET S
 NC1308'
 NC1308'RP-7 RANGELINE OF NEAR EDGE OF BARN SOUTH SIDE OF ROAD 45 PACES W
 NC1308'
 NC1308'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1308'OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1308'STAMPED BOX-MAT 2 AZ. A 1973.
 NC1308'
 NC1308'TO REACH FROM BOS-MAT 2, GO EAST ON KELLER ROAD FOR 0.57 MILE
 NC1308'TO STATION ON THE RIGHT ON SOUTH SIDE OF ROAD IN FRONT OF POLE
 NC1308'NO. 222/NYT/50.
 NC1308'
 NC1308'DISTANCE AND DIRECTION FROM STATION
 NC1308'
 NC1308'RP-1 PK NAIL IN YELLOW METAL DISK IN TREE 30.9 FEET SE
 NC1308'
 NC1308'RP-2 NEAR EDGE OF POLE NO. 222/NYT/50 6.35 FEET S
 NC1308'
 NC1308'RP-3 CENTERLINE OF DRIVE SOUTH 114.0 FEET W
 NC1308'
 NC1308'RP-4 CENTERLINE OF KELLER ROAD 13.9 FEET N
 NC1308'
 NC1308'RP-5 62.3 FEET E
 NC1308'
 NC1308'RP-6 NEAR EDGE OF KELLER ROAD 4.2 FEET N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1248 ***********************************************************************
 NC1248  DESIGNATION -  BOS PAX 1
 NC1248  PID         -  NC1248
 NC1248  STATE/COUNTY-  NY/ERIE
 NC1248  USGS QUAD   -  SPRINGVILLE (1954)
 NC1248
 NC1248                         *CURRENT SURVEY CONTROL
 NC1248  ___________________________________________________________________
 NC1248* NAD 83(1996)-  42 37 25.08523(N)    078 43 34.49054(W)     ADJUSTED  
 NC1248* NAVD 88     -       316.     (meters)    1037.     (feet)  VERTCON   
 NC1248  ___________________________________________________________________
 NC1248  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 NC1248  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NC1248
 NC1248  HORZ ORDER  -  SECOND
 NC1248
 NC1248.The horizontal coordinates were established by classical geodetic methods
 NC1248.and adjusted by the National Geodetic Survey in January 1999..
 NC1248
 NC1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1248
 NC1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1248
 NC1248.The geoid height was determined by GEOID03.
 NC1248
 NC1248;                    North         East     Units Scale Factor Converg.
 NC1248;SPC NY W     -   291,372.481   338,276.510   MT  0.99993919   -0 05 48.4
 NC1248;SPC NY W     -   955,944.55  1,109,828.85   sFT  0.99993919   -0 05 48.4
 NC1248;UTM  17      - 4,721,527.580   686,461.103   MT  1.00002777   +1 32 24.7
 NC1248
 NC1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1248!SPC NY W     -   0.99995582  x   0.99993919  =   0.99989501
 NC1248!UTM  17      -   0.99995582  x   1.00002777  =   0.99998359
 NC1248
 NC1248:                Primary Azimuth Mark                     Grid Az
 NC1248:SPC NY W     -  NEW OREGON W U KEL 72 TOWER              225 27 03.2
 NC1248:UTM  17      -  NEW OREGON W U KEL 72 TOWER              223 48 50.1
 NC1248
 NC1248|---------------------------------------------------------------------|
 NC1248| PID    Reference Object                     Distance      Geod. Az  |
 NC1248|                                                           dddmmss.s |
 NC1248| NC1345 NEW OREGON W U KEL 72 TOWER         APPROX. 4.1 KM 2252114.8 |
 NC1248| CZ9752 BOS PAX 1 AZ MK A                                  2630822.0 |
 NC1248|---------------------------------------------------------------------|
 NC1248
 NC1248                          SUPERSEDED SURVEY CONTROL
 NC1248
 NC1248  NAD 83(1986)-  42 37 25.09144(N)    078 43 34.48677(W) AD(       ) 2
 NC1248  NAD 27      -  42 37 24.87307(N)    078 43 35.38512(W) AD(       ) 2
 NC1248  NGVD 29 (07/19/86)  316.     (m)         1037.     (f) VERT ANG       
 NC1248
 NC1248.Superseded values are not recommended for survey control.
 NC1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1248.See file dsdata.txt to determine how the superseded data were derived.
 NC1248
 NC1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8646121528(NAD 83)
 NC1248_MARKER: DD = SURVEY DISK
 NC1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1248
 NC1248  HISTORY     - Date     Condition        Report By
 NC1248  HISTORY     - 1973     MONUMENTED       NY-029
 NC1248
 NC1248                          STATION DESCRIPTION
 NC1248
 NC1248'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1248'STATION IS LOCATED IN THE TOWN OF BOSTON ABOUT 0.7 MILE SOUTHEAST
 NC1248'OF THE COMMUNITY OF BOSTON.  IT IS ON THE BOSTON COLE ROAD ABOUT
 NC1248'0.28 MILE EAST OF U.S. RTE 219 AND ABOUT 2.6 MILES SOUTHWEST
 NC1248'OF VILLAGE OF COLDEN.
 NC1248'
 NC1248'TO REACH FROM THE INTERSECTION OF U.S. RTE 219 AND BOSTON CROSS
 NC1248'ROAD IN THE CENTER OF THE COMMUNITY OF BOSTON GO SOUTHEAST ON
 NC1248'U.S. RTE 219 FOR 0.50 MILE TO JUNCTION WITH BOSTON COLE ROAD.  TURN
 NC1248'LEFT AND GO EAST ON BOSTON COLE ROAD FOR 0.28 MILE AND STATION ON
 NC1248'THE RIGHT ON SOUTH SIDE OF ROAD.  IT IS JUST WEST OF THE
 NC1248'INTERSECTION WITH LANGO ROAD.
 NC1248'
 NC1248'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1248'OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1248'STAMPED BOS-PAX 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1248'STAMPED THE SAME.
 NC1248'
 NC1248'AZIMUTH MARK SIGHTED TO THE SW WAS THE RED LIGHT ATOP THE
 NC1248'WEST LEG OF NEW OREGON WESTERN UNION KEL 72 TOWER, TOWER IS PAINTED
 NC1248'RED AND WHITE (NGS NO. 147) AND IS LOCATED ABOUT 2.5 MILES
 NC1248'SOUTHWEST OF THE COMMUNITY OF BOSTON AND NEAR NGS STATION PAXON
 NC1248'1973.  IT IS ABOUT 0.57 MILE SOUTHWEST OF THE INTERSECTION OF
 NC1248'BROWN HILL ROAD AND EMERLING ROAD.
 NC1248'
 NC1248'DISTANCE AND DIRECTION FROM STATION
 NC1248'
 NC1248'RP-1 SOUTHWEST CORNER OF 3 FOOT HIGH WOODEN GUARD POST 6.1 FEET E
 NC1248'
 NC1248'RP-2 NEAR CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 3.2 FEET W
 NC1248'
 NC1248'RP-3 CENTERLINE OF BOSTON-COLDEN ROAD 18.0 FEET N
 NC1248'
 NC1248'RP-4 CENTERLINE OF POWER LINE CROSSING OVER CENTERLINE OF
 NC1248'ROAD 67.0 FEET NW
 NC1248'
 NC1248'RP-5 144 FEET SSW OF CENTERLINE OF LANGO ROAD MEASURED
 NC1248'PARALLEL ROAD
 NC1248'
 NC1248'RP-6 NEAR EDGE OF 8 IN MAPLE TREE 34.1 FEET SW
 NC1248'
 NC1248'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1248'OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1248'STAMPED BOS-PAX 1 AZ. A 1973.
 NC1248'
 NC1248'TO REACH FROM BOS-PAX 1, GO WEST ON THE BOSTON-COLE ROAD FOR
 NC1248'0.28 MILE TO JUNCTION WITH U.S. RTE 219 AND STATION ON THE WEST AND
 NC1248'OPPOSITE THE INTERSECTION AND JUST SOUTHEAST OF HOUSE NO. 9576 AND
 NC1248'IN LINE WITH A LINE OF SPRUCE TREES SSW.
 NC1248'
 NC1248'DISTANCE AND DIRECTION FROM STATION
 NC1248'
 NC1248'RP-1 NEAR EDGE OF WITNESS POST 2.4 FEET W
 NC1248'
 NC1248'RP-2 NEAR EDGE OF 30 IN MAPLE TREE 2.7 FEET NW
 NC1248'
 NC1248'RP-3 NEAR EDGE OF MOST SOUTHERLY LEG OF LARGE SIGN 18.4 FEET NW
 NC1248'
 NC1248'RP-4 NEAR EDGE OF MOST SOUTHERLY OF 4 APPROX. 2 FOOT HIGH STEEL
 NC1248'BEAM GUARD RAILS 13.3 FEET N
 NC1248'
 NC1248'RP-5 CENTERLINE OF U.S. RTE 219 26.0 FEET E
 NC1248'
 NC1248'RP-6 17.0 FEET SSE OF EXTENDED CENTERLINE OF BOSTON-COLDEN
 NC1248'ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1315 ***********************************************************************
 NC1315  DESIGNATION -  BOS SED 1
 NC1315  PID         -  NC1315
 NC1315  STATE/COUNTY-  NY/ERIE
 NC1315  USGS QUAD   -  HAMBURG (1965)
 NC1315
 NC1315                         *CURRENT SURVEY CONTROL
 NC1315  ___________________________________________________________________
 NC1315* NAD 83(1996)-  42 37 51.22602(N)    078 46 09.73309(W)     ADJUSTED  
 NC1315* NAVD 88     -       460.     (meters)    1509.     (feet)  VERTCON   
 NC1315  ___________________________________________________________________
 NC1315  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 NC1315  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 NC1315
 NC1315  HORZ ORDER  -  SECOND
 NC1315
 NC1315.The horizontal coordinates were established by classical geodetic methods
 NC1315.and adjusted by the National Geodetic Survey in January 1999..
 NC1315
 NC1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1315
 NC1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1315
 NC1315.The geoid height was determined by GEOID03.
 NC1315
 NC1315;                    North         East     Units Scale Factor Converg.
 NC1315;SPC NY W     -   292,185.936   334,740.832   MT  0.99994036   -0 07 33.6
 NC1315;SPC NY W     -   958,613.36  1,098,228.88   sFT  0.99994036   -0 07 33.6
 NC1315;UTM  17      - 4,722,239.752   682,903.345   MT  1.00001160   +1 30 40.2
 NC1315
 NC1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1315!SPC NY W     -   0.99993325  x   0.99994036  =   0.99987361
 NC1315!UTM  17      -   0.99993325  x   1.00001160  =   0.99994485
 NC1315
 NC1315:                Primary Azimuth Mark                     Grid Az
 NC1315:SPC NY W     -  BOSTON RAD STA WDCX MAST                 005 14 27.9
 NC1315:UTM  17      -  BOSTON RAD STA WDCX MAST                 003 36 14.1
 NC1315
 NC1315|---------------------------------------------------------------------|
 NC1315| PID    Reference Object                     Distance      Geod. Az  |
 NC1315|                                                           dddmmss.s |
 NC1315| NC1312 BOSTON RAD STA WDCX MAST            APPROX. 0.7 KM 0050654.3 |
 NC1315| CZ9753 BOS SED 1 AZ MK A                                  3590449.4 |
 NC1315|---------------------------------------------------------------------|
 NC1315
 NC1315                          SUPERSEDED SURVEY CONTROL
 NC1315
 NC1315  NAD 83(1986)-  42 37 51.23216(N)    078 46 09.72932(W) AD(       ) 2
 NC1315  NAD 27      -  42 37 51.01447(N)    078 46 10.62237(W) AD(       ) 2
 NC1315  NGVD 29 (07/19/86)  460.     (m)         1509.     (f) VERT ANG       
 NC1315
 NC1315.Superseded values are not recommended for survey control.
 NC1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1315.See file dsdata.txt to determine how the superseded data were derived.
 NC1315
 NC1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8290322240(NAD 83)
 NC1315_MARKER: DD = SURVEY DISK
 NC1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1315
 NC1315  HISTORY     - Date     Condition        Report By
 NC1315  HISTORY     - 1973     MONUMENTED       NY-029
 NC1315
 NC1315                          STATION DESCRIPTION
 NC1315
 NC1315'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1315'STATION IS LOCATED IN TOWN OF BOSTON ABOUT 1.6 MILES NORTHWEST
 NC1315'OF COMMUNITY OF BOSTON AND ABOUT 3.7 MILES SOUTHEAST OF EAST EDEN
 NC1315'AND ABOUT 3.2 MILES NORTHEAST OF NEW OREGON.
 NC1315'
 NC1315'TO REACH FROM THE COMMUNITY OF BOSTON AT THE INTERSECTION OF
 NC1315'U.S. RTE 219 AND BOSTON CROSS ROAD AND PFARNER ROAD GO WEST ON
 NC1315'PFARNER ROAD FOR 0.22 MILE TO JUNCTION WITH BACK CREEK ROAD AT
 NC1315'FOOT OF THE HILL.  TURN RIGHT AND GO NORTH ON BACK CREEK ROAD FOR
 NC1315'0.40 MILE TO JUNCTION WITH RICE ROAD.  TURN LEFT AND GO SOUTHWEST
 NC1315'AND WEST ON RICE ROAD FOR 1.37 MILES TO STATION IN THE NORTHEAST
 NC1315'ANGLE OF THE INTERSECTION WITH ZIMMERMAN ROAD.
 NC1315'
 NC1315'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1315'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1315'BOS-SED 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1315'THE SAME.
 NC1315'
 NC1315'AZIMUTH MARK SIGHTED TO THE NORTH ALSO WAS THE BOSTON RADIO
 NC1315'STATION WDCX MAST (NGS NO. 135).  IT IS A TRIANGULAR SHAPED STEEL
 NC1315'STRUCTURE 350 FEET HIGH AND IS PAINTED RED AND WHITE.  STATION
 NC1315'SIGHTED IS THE LIGHT ATOP THE MOST NORTHERLY AND TALLER OF TWO
 NC1315'MASTS AND IS LOCATED 0.45 MILE NORTH OF THE INTERSECTION OF RICE
 NC1315'ROAD AND ZIMMERMAN ROAD IN THE TOWN OF BOSTON.
 NC1315'
 NC1315'DISTANCE AND DIRECTION FROM STATION
 NC1315'
 NC1315'RP-1 NEAR EDGE OF STOP SIGN IN NORTHEAST ANGLE OF
 NC1315'INTERSECTION 25.3 FEET SE
 NC1315'
 NC1315'RP-2 EXTREME NORTHWEST CORNER OF HOUSE (FOUNDATION) IN
 NC1315'SOUTHEAST ANGLE 97.8 FEET SE
 NC1315'
 NC1315'RP-3 NEAR EDGE OF STREET SIGN IN SOUTHEAST ANGLE 58.8 FEET S
 NC1315'
 NC1315'RP-4 CENTERLINE OF RICE ROAD 33.4 FEET S
 NC1315'
 NC1315'RP-5 CENTERLINE OF ZIMMERMAN ROAD 22.1 FEET W
 NC1315'
 NC1315'RP-6 EXTREME SOUTHEAST CORNER OF HOUSE (AT FOUNDATION) IN
 NC1315'NORTHWEST ANGLE 75.4 FEET NW
 NC1315'
 NC1315'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1315'TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK
 NC1315'IS STAMPED POS-SED 1 AZ. A 1973.
 NC1315'
 NC1315'TO REACH FROM POS-SED 1, GO NORTH ON ZIMMERMAN ROAD FOR 0.38 MILE
 NC1315'TO STATION ON THE LEFT ON WEST SIDE OF THE ROAD JUST BEYOND THE
 NC1315'ROZA RESIDENCE.  IT IS NORTH OF THE RADIO TOWER WBEN AND SOUTH OF
 NC1315'THE RADIO TOWER WDCX.
 NC1315'
 NC1315'DISTANCE AND DIRECTION FROM STATION
 NC1315'
 NC1315'RP-1 NEAR EDGE OF WITNESS POST 7.7 FEET W
 NC1315'
 NC1315'RP-2 NEAR EDGE OF 13 IN MAPLE CLOSEST TO ROAD 39.5 FEET SE
 NC1315'
 NC1315'RP-3 NORTHEAST CORNER OF ROZA HOUSE 34.4 FEET SW
 NC1315'
 NC1315'RP-4 NORTHEAST CORNER OF STONE CHIMNEY 80.0 FEET SW
 NC1315'
 NC1315'RP-5 CENTERLINE OF ZIMMERMAN ROAD 13.1 FEET E
 NC1315'
 NC1315'RP-6 110 PACES SOUTH OF RADIO TOWER (WDCX)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1267 ***********************************************************************
 NC1267  DESIGNATION -  BOSTON
 NC1267  PID         -  NC1267
 NC1267  STATE/COUNTY-  NY/ERIE
 NC1267  USGS QUAD   -  COLDEN (1979)
 NC1267
 NC1267                         *CURRENT SURVEY CONTROL
 NC1267  ___________________________________________________________________
 NC1267* NAD 83(1996)-  42 39 10.35427(N)    078 42 21.32808(W)     ADJUSTED  
 NC1267* NAVD 88     -       509.0    (meters)    1670.     (feet)  VERTCON   
 NC1267  ___________________________________________________________________
 NC1267  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NC1267  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NC1267
 NC1267  HORZ ORDER  -  FIRST
 NC1267
 NC1267.The horizontal coordinates were established by classical geodetic methods
 NC1267.and adjusted by the National Geodetic Survey in January 1999..
 NC1267
 NC1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1267
 NC1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1267
 NC1267.The geoid height was determined by GEOID03.
 NC1267
 NC1267;                    North         East     Units Scale Factor Converg.
 NC1267;SPC NY W     -   294,617.964   339,948.341   MT  0.99993874   -0 04 59.0
 NC1267;SPC NY W     -   966,592.44  1,115,313.85   sFT  0.99993874   -0 04 59.0
 NC1267;UTM  17      - 4,724,819.814   688,039.660   MT  1.00003504   +1 33 17.3
 NC1267
 NC1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1267!SPC NY W     -   0.99992553  x   0.99993874  =   0.99986428
 NC1267!UTM  17      -   0.99992553  x   1.00003504  =   0.99996057
 NC1267
 NC1267|---------------------------------------------------------------------|
 NC1267| PID    Reference Object                     Distance      Geod. Az  |
 NC1267|                                                           dddmmss.s |
 NC1267| CZ9757 BOSTON RM 3                          66.913 METERS 00341     |
 NC1267| CZ9755 BOSTON RM 1                         189.068 METERS 12844     |
 NC1267| CZ9754 BOSTON AZ MK                                       1424606.5 |
 NC1267| NC1289 BOSTON RAD STA WBUF TOWER           APPROX. 2.0 KM 2051735.8 |
 NC1267| CZ9756 BOSTON RM 2                         156.878 METERS 22226     |
 NC1267| NC1312 BOSTON RAD STA WDCX MAST            APPROX. 5.4 KM 2513459.9 |
 NC1267| CZ9758 BOSTON RM 4                          25.795 METERS 26559     |
 NC1267| NC1296 HAMBURG STANDPIPE                   APPROX.12.4 KM 3035753.7 |
 NC1267|---------------------------------------------------------------------|
 NC1267
 NC1267                          SUPERSEDED SURVEY CONTROL
 NC1267
 NC1267  NAD 83(1986)-  42 39 10.36053(N)    078 42 21.32434(W) AD(       ) 1
 NC1267  NAD 27      -  42 39 10.14264(N)    078 42 22.22402(W) AD(       ) 1
 NC1267  NGVD 29 (07/19/86)  509.2    (m)         1671.     (f) VERT ANG       
 NC1267
 NC1267.Superseded values are not recommended for survey control.
 NC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1267.See file dsdata.txt to determine how the superseded data were derived.
 NC1267
 NC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8804024820(NAD 83)
 NC1267_MARKER: DS = TRIANGULATION STATION DISK
 NC1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1267
 NC1267  HISTORY     - Date     Condition        Report By
 NC1267  HISTORY     - 1929     MONUMENTED       CGS
 NC1267  HISTORY     - 1939     GOOD             CGS
 NC1267  HISTORY     - 1971     GOOD             LOCENG
 NC1267  HISTORY     - 1973     GOOD             NGS
 NC1267
 NC1267                          STATION DESCRIPTION
 NC1267
 NC1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC1267'STATION IS 1-1/2 MILES NW OF COLDEN, 2-1/2 MILES NE OF THE
 NC1267'VILLAGE OF BOSTON ON THE HIGHEST POINT OF E BOSTON HILL AND ABOUT
 NC1267'1/2 MILE W OF THE BOSTON-COLDEN TOWN LINE.  ON LAND OWNED BY
 NC1267'MR. GEO. JUNG WHO LIVES ON THE N SIDE OF THE ROAD JUST E OF THE
 NC1267'BROW OF THE HILL.  THE STATION IS IN A CULTIVATED FIELD, 111.5
 NC1267'METERS N OF THE CENTER LINE OF THE E AND W ROAD AND DUE N OF A
 NC1267'LARGE UNPAINTED BARN WHICH IS ON THE S SIDE OF THE ROAD.  THE
 NC1267'STATION IS ON RANGE WITH THE S CHIMNEY ON NORMAN SCHUNKS HOUSE
 NC1267'AND THE WHITE CHURCH STEEPLE IN COLDEN.
 NC1267'
 NC1267'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NC1267'DISKS SET IN CONCRETE.
 NC1267'
 NC1267'SURFACE MARK IS 9 INCHES BELOW THE SURFACE OF THE GROUND.
 NC1267'
 NC1267'REFERENCE MARK NO.1 IS SE OF THE STATION, 20 FEET ON S SIDE OF
 NC1267'ROAD, NO.2 IS SW OF STATION ON S SIDE OF THE ROAD.
 NC1267'
 NC1267'BOTH REFERENCE MARKS ARE SET IN A LINE OF TELEPHONE POLES THAT
 NC1267'RUNS ALONG THE S SIDE OF ROAD.  NO.2 IS ABOUT 20 FEET LOWER THAN
 NC1267'STATION.  NO.1 IS ABOUT 15 FEET LOWER.
 NC1267'
 NC1267'TO REACH STATION FROM BOSTON TAKE THE DIRT ROAD MARKED TO COLDEN
 NC1267'WHICH GOES E PAST THE HUB INN.  FOLLOW THIS ROAD IN AN EASTERLY
 NC1267'DIRECTION 1.2 MILES TO ROAD INTERSECTION, TURN N UP THE HILL AND GO
 NC1267'1.4 MILES TO THE POINT WHERE THE ROAD POSTED TO COLDEN TURNS TO
 NC1267'THE E, GO E HERE FOR 0.5 MILE TO THE HEIGHT OF THE LAND AND THE
 NC1267'STATION.
 NC1267'
 NC1267'HEIGHT OF SIGNAL ABOVE STATION MARK 30.8 METERS.
 NC1267
 NC1267                          STATION RECOVERY (1939)
 NC1267
 NC1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC1267'STATION IS LOCATED ABOUT 2-1/2 MILES NE OF THE VILLAGE OF BOSTON,
 NC1267'1 MILE NW OF ORANGE.  ON THE HIGHEST POINT OF E BOSTON HILL, ABOUT
 NC1267'1/2 MILE W OF THE BOSTON-COLDEN TOWN LINE.  THE PROPERTY NOW
 NC1267'BELONGS TO GEORGE OLSEN (1929 DESCRIPTION STATED MR. GEORGE
 NC1267'JUNG).  IT IS ABOUT 200 YARDS WNW OF MR. OLSENS HOUSE, 111.5
 NC1267'METERS N OF THE CENTER LINE OF THE ROAD AND DUE N OF A LARGE
 NC1267'UNPAINTED BARN ON THE S SIDE OF THE ROAD.  IT IS 80 FEET N OF
 NC1267'THE CENTER LINE OF AN E-W FARM LANE.  THE MARK IS
 NC1267'14 INCHES BELOW THE SURFACE.
 NC1267'
 NC1267'REFERENCE MARK NO.1 IS 20 FEET S OF
 NC1267'CENTER LINE OF ROAD.
 NC1267'
 NC1267'REFERENCE MARK NO.2 IS 14.5 FEET
 NC1267'S OF THE CENTER LINE OF ROAD AND 5 FEET ENE OF TELEPHONE POLE.
 NC1267'
 NC1267'AZIMUTH MARK WAS ESTABLISHED AND IT
 NC1267'IS 24 FEET E OF THE CENTER LINE OF THE SOUTH HILL ROAD.  19.35
 NC1267'FEET S OF A CONCRETE POST THAT IS ABOUT 3 FEET ABOVE THE GROUND
 NC1267'AND MARKED 120+00 AND 12.3 FEET N OF POWER POLE
 NC1267'NO.1058-C.L.-E-NY S.E.G. 7.  THE MARK WAS STAMPED BOSTON 1939.
 NC1267
 NC1267                          STATION RECOVERY (1971)
 NC1267
 NC1267'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 NC1267'REFERENCE MARK 1 DESTROYED BY THE HIGHWAY DEPARTMENT.
 NC1267
 NC1267                          STATION RECOVERY (1973)
 NC1267
 NC1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1267'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NC1267'CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED.  REFERENCE MARK
 NC1267'2 WAS RECOVERED.  THE WEST EDGE OF THE MONUMENT HAS BEEN BROKEN
 NC1267'OFF AND THE MONUMENT IS STILL IN A SOLID POSITION.  THE DIRECTION
 NC1267'TO REFERENCE MARK 2 CHECKED THE 1929 DATA.  A DIFFERENCE OF 0.03
 NC1267'OF A FOOT LONGER WAS NOTED IN THE DISTANCE TO REFERENCE MARK
 NC1267'2.  REFERENCE MARK 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 NC1267'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 NC1267'
 NC1267'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF BOSTON,
 NC1267'1-1/2 MILES NORTHWEST OF COLDEN, ON THE HIGHEST POINT OF EAST
 NC1267'BOSTON HILL AND ON PROPERTY OWNED BY MR. CHARLES BOLTZ, 1058 HIGH
 NC1267'STREET, NORTH COLLINS, NEW YORK.  HIS PHONE NUMBER IS (716)
 NC1267'337-2439.
 NC1267'
 NC1267'TO REACH THE STATION FROM THE POST OFFICE IN COLDEN, GO NORTHWEST
 NC1267'AND NORTH ON LOWER EAST HILL ROAD FOR 0.9 MILE TO A SIDE ROAD
 NC1267'LEFT.  TURN LEFT AND GO WEST ON WOHLHEITER ROAD FOR 0.2 MILE TO
 NC1267'A FIELD ENTRANCE ON THE RIGHT JUST AFTER PASSING BY A GARAGE.
 NC1267'TURN RIGHT AND GO NORTH ON A FIELD ROAD FOR 0.05 MILE TO THE
 NC1267'STATION.  (NOTE--THIS STATION SHOULD NOT BE DRIVEN TO IN WET
 NC1267'WEATHER.)
 NC1267'
 NC1267'THE STATION MARK, A STANDARD DISK STAMPED BOSTON 1929, IS SET IN
 NC1267'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 15 INCHES BELOW THE
 NC1267'GROUND SURFACE.  IT IS 233 FEET NORTH OF THE NORTHEAST CORNER OF
 NC1267'A HOUSE, 93 FEET EAST OF THE NORTH END OF A ROW OF PINE TREES,
 NC1267'71 FEET NORTHEAST OF THE CENTER OF THE FIELD ROAD AND 60 FEET
 NC1267'NORTH OF AN EAST-WEST FIELD ROAD.
 NC1267'
 NC1267'REFERENCE MARK 2, A STANDARD DISK STAMPED BOSTON NO 2 1929, IS
 NC1267'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NC1267'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 156 FEET WEST-NORTHWEST
 NC1267'OF THE NORTHWEST CORNER OF HOUSE NUMBER E 7684, 157 FEET SOUTHWEST
 NC1267'OF A POWER LINE POLE, 86.5 FEET SOUTHEAST OF A POWER LINE POLE
 NC1267'AND 13.5 FEET SOUTH OF THE CENTER OF WOHLHEITER ROAD.
 NC1267'
 NC1267'REFERENCE MARK 3, A STANDARD DISK STAMPED BOSTON 1929 NO 3 1973,
 NC1267'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1267'WITH THE GROUND SURFACE.  IT IS 18 FEET SOUTHEAST OF A 6-INCH PINE
 NC1267'TREE, 17 FEET WEST OF A 10-INCH PINE TREE, 10 FEET SOUTHWEST OF
 NC1267'THE SOUTHWEST CORNER OF A METAL TRUCK BED, 8 FEET NORTH OF THE
 NC1267'NORTH EDGE OF THE FIELD AND 8 FEET EAST OF A 6-INCH PINE
 NC1267'TREE.
 NC1267'
 NC1267'REFERENCE MARK 4, A STANDARD DISK STAMPED BOSTON 1929 NO 4 1973,
 NC1267'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1267'WITH THE GROUND SURFACE.  IT IS 70 FEET NORTHWEST OF THE END OF
 NC1267'THE FIELD ROAD, 21 FEET SOUTH OF A 4-INCH PINE TREE AND 10 FEET
 NC1267'NORTH OF A 5-INCH PINE TREE.
 NC1267'
 NC1267'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOSTON 1939, IS SET IN
 NC1267'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 NC1267'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE CENTER
 NC1267'OF SOUTH HILL ROAD, 13 FEET NORTH OF TELEPHONE POLE NUMBER 7E, 3.5
 NC1267'FEET NORTH OF A RIGHT-OF-WAY MARKER NUMBER 12 AND 2 FEET NORTH OF
 NC1267'A METAL WITNESS POST.
 NC1267'
 NC1267'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN COLDEN, GO
 NC1267'SOUTHWEST ON BOSTON-COLDEN ROAD FOR 0.4 MILE TO A SIDE ROAD
 NC1267'LEFT.  TURN LEFT AND GO SOUTH ON SOUTH HILL ROAD FOR 0.3 MILE TO
 NC1267'THE MARK ON THE LEFT.
 NC1267'
 NC1267'HEIGHT OF LIGHT ABOVE STATION MARK 87.6 FEET.
 NC1267'
 NC1267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1267'1-1/2 MILES NORTHWEST OF COLDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1289 ***********************************************************************
 NC1289  DESIGNATION -  BOSTON RAD STA WBUF TOWER
 NC1289  PID         -  NC1289
 NC1289  STATE/COUNTY-  NY/ERIE
 NC1289  USGS QUAD   -  COLDEN (1979)
 NC1289
 NC1289                         *CURRENT SURVEY CONTROL
 NC1289  ___________________________________________________________________
 NC1289* NAD 83(1996)-  42 38 10.45689(N)    078 42 59.66205(W)     ADJUSTED  
 NC1289* NAVD 88     -                                                        
 NC1289  ___________________________________________________________________
 NC1289  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 NC1289  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NC1289
 NC1289  HORZ ORDER  -  THIRD
 NC1289
 NC1289.The horizontal coordinates were established by classical geodetic methods
 NC1289.and adjusted by the National Geodetic Survey in January 1999..
 NC1289
 NC1289
 NC1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1289
 NC1289.The geoid height was determined by GEOID03.
 NC1289
 NC1289;                    North         East     Units Scale Factor Converg.
 NC1289;SPC NY W     -   292,771.137   339,072.338   MT  0.99993897   -0 05 24.9
 NC1289;SPC NY W     -   960,533.31  1,112,439.83   sFT  0.99993897   -0 05 24.9
 NC1289;UTM  17      - 4,722,948.529   687,216.715   MT  1.00003124   +1 32 49.6
 NC1289
 NC1289                          SUPERSEDED SURVEY CONTROL
 NC1289
 NC1289  NAD 83(1986)-  42 38 10.46358(N)    078 42 59.65869(W) AD(       ) 4
 NC1289  NAD 27      -  42 38 10.24589(N)    078 43 00.55750(W) AD(       ) 3
 NC1289
 NC1289.Superseded values are not recommended for survey control.
 NC1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1289.See file dsdata.txt to determine how the superseded data were derived.
 NC1289
 NC1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8721722949(NAD 83)
 NC1289_MARKER: 43 = RADIO/TV TOWER
 NC1289
 NC1289  HISTORY     - Date     Condition        Report By
 NC1289  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1289
 NC1289                          STATION DESCRIPTION
 NC1289
 NC1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1289'BOSTON RADIO STATION WBUF TOWER IS A 4 LEGGED STEEL STRUCTURE, 300
 NC1289'FEET HIGH AND IS PAINTED RED AND WHITE.
 NC1289'
 NC1289'STATION IS THE LIGHT ATOP THE TOWER AND IS LOCATED 0.3 MILE NORTH
 NC1289'OF THE JUNCTION OF BOSTON-COLDEN AND RICE ROADS, TOWN OF BOSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1312 ***********************************************************************
 NC1312  DESIGNATION -  BOSTON RAD STA WDCX MAST
 NC1312  PID         -  NC1312
 NC1312  STATE/COUNTY-  NY/ERIE
 NC1312  USGS QUAD   -  HAMBURG (1965)
 NC1312
 NC1312                         *CURRENT SURVEY CONTROL
 NC1312  ___________________________________________________________________
 NC1312* NAD 83(1996)-  42 38 14.84294(N)    078 46 06.86987(W)     ADJUSTED  
 NC1312* NAVD 88     -                                                        
 NC1312  ___________________________________________________________________
 NC1312  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 NC1312  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NC1312
 NC1312  HORZ ORDER  -  THIRD
 NC1312
 NC1312.The horizontal coordinates were established by classical geodetic methods
 NC1312.and adjusted by the National Geodetic Survey in January 1999..
 NC1312
 NC1312
 NC1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1312
 NC1312.The geoid height was determined by GEOID03.
 NC1312
 NC1312;                    North         East     Units Scale Factor Converg.
 NC1312;SPC NY W     -   292,914.498   334,807.664   MT  0.99994034   -0 07 31.7
 NC1312;SPC NY W     -   961,003.65  1,098,448.14   sFT  0.99994034   -0 07 31.7
 NC1312;UTM  17      - 4,722,969.978   682,949.336   MT  1.00001180   +1 30 42.8
 NC1312
 NC1312                          SUPERSEDED SURVEY CONTROL
 NC1312
 NC1312  NAD 83(1986)-  42 38 14.84953(N)    078 46 06.86645(W) AD(       ) 4
 NC1312  NAD 27      -  42 38 14.63215(N)    078 46 07.75952(W) AD(       ) 3
 NC1312
 NC1312.Superseded values are not recommended for survey control.
 NC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1312.See file dsdata.txt to determine how the superseded data were derived.
 NC1312
 NC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8294922970(NAD 83)
 NC1312_MARKER: 42 = RADIO/TV MAST
 NC1312
 NC1312  HISTORY     - Date     Condition        Report By
 NC1312  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1312  HISTORY     - 19860101 GOOD             FA
 NC1312
 NC1312                          STATION DESCRIPTION
 NC1312
 NC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1312'BOSTON RADIO STATION WDCX MAST IS A TRIANGULAR SHAPED STEEL
 NC1312'STRUCTURE, 350 FEET HIGH AND IS PAINTED RED AND WHITE.
 NC1312'
 NC1312'STATION IS THE LIGHT ATOP THE NORTH ONE OF TWO AND IS LOCATED
 NC1312'0.4 MILE NORTH OF THE JUNCTION OF BROWN HILL AND RICE ROADS,
 NC1312'TOWN OF BOSTON.
 NC1312
 NC1312                          STATION RECOVERY (1986)
 NC1312
 NC1312'RECOVERY NOTE BY FISHER ASSOCIATES 1986 (MM)
 NC1312'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5625 ***********************************************************************
 LX5625  DESIGNATION -  BOSTWICK
 LX5625  PID         -  LX5625
 LX5625  STATE/COUNTY-  NY/SUFFOLK
 LX5625  USGS QUAD   -  GARDINERS ISLAND WEST (1956)
 LX5625
 LX5625                         *CURRENT SURVEY CONTROL
 LX5625  ___________________________________________________________________
 LX5625* NAD 83(1996)-  41 07 15.76680(N)    072 07 37.54214(W)     ADJUSTED  
 LX5625* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5625  ___________________________________________________________________
 LX5625  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LX5625  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 LX5625
 LX5625  HORZ ORDER  -  THIRD
 LX5625
 LX5625.The horizontal coordinates were established by classical geodetic methods
 LX5625.and adjusted by the National Geodetic Survey in January 1999..
 LX5625
 LX5625.The orthometric height was scaled from a topographic map.
 LX5625
 LX5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5625
 LX5625.The geoid height was determined by GEOID03.
 LX5625
 LX5625;                    North         East     Units Scale Factor Converg.
 LX5625;SPC NY L     -   107,663.820   457,277.537   MT  1.00000606   +1 13 30.1
 LX5625;SPC NY L     -   353,227.05  1,500,251.39   sFT  1.00000606   +1 13 30.1
 LX5625;SPC CT       -   184,541.372   357,112.850   MT  1.00000891   +0 24 46.9
 LX5625;SPC CT       -   605,449.48  1,171,627.74   sFT  1.00000891   +0 24 46.9
 LX5625;UTM  18      - 4,556,172.948   741,186.960   MT  1.00031600   +1 53 25.0
 LX5625
 LX5625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5625!SPC NY L     -   1.00000476  x   1.00000606  =   1.00001082
 LX5625!SPC CT       -   1.00000476  x   1.00000891  =   1.00001367
 LX5625!UTM  18      -   1.00000476  x   1.00031600  =   1.00032076
 LX5625
 LX5625:                Primary Azimuth Mark                     Grid Az
 LX5625:SPC NY L     -  GREAT GULL ISLAND FLAGPOLE               002 25 56.9
 LX5625:SPC CT       -  GREAT GULL ISLAND FLAGPOLE               003 14 40.1
 LX5625:UTM  18      -  GREAT GULL ISLAND FLAGPOLE               001 46 02.0
 LX5625
 LX5625|---------------------------------------------------------------------|
 LX5625| PID    Reference Object                     Distance      Geod. Az  |
 LX5625|                                                           dddmmss.s |
 LX5625| LX5551 GREAT GULL ISLAND FLAGPOLE          APPROX. 8.9 KM 0033927.0 |
 LX5625| CZ7088 BOSTWICK RM 1                        20.288 METERS 05619     |
 LX5625| CZ7089 BOSTWICK RM 2                        21.442 METERS 13605     |
 LX5625| LX5639 PLUM ISLAND LIGHTHOUSE              APPROX. 9.2 KM 3093259.3 |
 LX5625| LX5640 PLUM ISLAND BRICK STACK             APPROX. 8.9 KM 3110233.3 |
 LX5625| LX5627 PLUM                                APPROX. 8.8 KM 3251257.0 |
 LX5625|---------------------------------------------------------------------|
 LX5625
 LX5625                          SUPERSEDED SURVEY CONTROL
 LX5625
 LX5625  NAD 83(1996)-  41 07 15.76681(N)    072 07 37.54224(W) AD(       ) 3
 LX5625  NAD 83(1992)-  41 07 15.76523(N)    072 07 37.54126(W) AD(       ) 3
 LX5625  NAD 83(1986)-  41 07 15.76688(N)    072 07 37.54749(W) AD(       ) 3
 LX5625  NAD 27      -  41 07 15.40300(N)    072 07 39.27200(W) AD(       ) 3
 LX5625
 LX5625.Superseded values are not recommended for survey control.
 LX5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5625.See file dsdata.txt to determine how the superseded data were derived.
 LX5625
 LX5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4118756173(NAD 83)
 LX5625_MARKER: DS = TRIANGULATION STATION DISK
 LX5625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5625+STABILITY: SURFACE MOTION
 LX5625
 LX5625  HISTORY     - Date     Condition        Report By
 LX5625  HISTORY     - 1933     MONUMENTED       CGS
 LX5625  HISTORY     - 1934     GOOD             CGS
 LX5625  HISTORY     - 1965     MARK NOT FOUND   CGS
 LX5625
 LX5625                          STATION DESCRIPTION
 LX5625
 LX5625'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5625'ON THE NORTHERN POINT OF GARDINERS ISLAND, ON THE EASTERN SHORE
 LX5625'OF BOSTWICK, ON THE EASTERN SIDE OF GARDINERS BAY.  THE PART OF
 LX5625'THE POINT ON WHICH THE STATION IS LOCATED IS SANDY WITH SCATTERED
 LX5625'SMALL STONES, LOW AND COVERED WITH A THIN GROWTH OF BEACH
 LX5625'GRASS.  THE STATION IS 76.90 METERS W OF HIGH WATER.  57.50
 LX5625'METERS E OF HIGH WATER, AND 416 METERS S OF HIGH WATER AT THE END
 LX5625'OF THE POINT.
 LX5625'
 LX5625'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX5625'CONCRETE.  UNDERGROUND MARK IS
 LX5625'A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A STANDARD BRONZE
 LX5625'DISK.
 LX5625'
 LX5625'THE STATION IS MARKED WITH A STANDARD TRIANGULATION DISK MARK
 LX5625'SET IN TOP OF A CONCRETE MONUMENT IN THE SHAPE OF AN INVERTED
 LX5625'MUSHROOM.  THE STOCK IS 1 FOOT IN DIAMETER, 2 FEET HIGH, AND
 LX5625'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 LX5625'UNDERSURFACE MARK IS A STANDARD TRIANGULATION DISK MARK SET IN TOP
 LX5625'OF A CONCRETE MONUMENT 1-FOOT IN DIAMETER, 6 INCHES HIGH,
 LX5625'AND IS 32 INCHES BELOW THE SURFACE OF THE GROUND.
 LX5625'
 LX5625'THE REFERENCE MARKS ARE STANDARD REFERENCE MARK DISKS SET IN
 LX5625'TOP OF CONCRETE POSTS 6 INCHES IN DIAMETER, 30 INCHES IN HEIGHT,
 LX5625'AND PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LX5625'
 LX5625'HEIGHT OF BANNER ABOVE STATION MARK - 5 METERS.
 LX5625
 LX5625                          STATION RECOVERY (1934)
 LX5625
 LX5625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LX5625'STATION RECOVERED AS DESCRIBED.  LOCATED ON NORTHERN POINT OF
 LX5625'GARDINERS ISLAND, ON THE EASTERN SHORE OF BOSTWICK, ON THE
 LX5625'EASTERN SIDE OF GARDINERS BAY.  THE PART OF THE POINT ON WHICH
 LX5625'THE STATION IS LOCATED IS SANDY WITH SCATTERED SMALL STONES,
 LX5625'LOW AND COVERED WITH A THIN GROWTH OF BEACH GRASS.  IT IS 76.9
 LX5625'METERS W OF HIGH WATER.  57 METERS E OF HIGH WATER AND 416
 LX5625'METERS S OF HIGH WATER AT THE NORTHERN END OF THE ISLAND.
 LX5625
 LX5625                          STATION RECOVERY (1965)
 LX5625
 LX5625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LX5625'THREE MEN SEARCHED FOR THIS STATION, BUT WITHOUT SUCCESS.  IT
 LX5625'IS BELIEVED THIS STATION IS COVERED WITH SAND AND HIGH
 LX5625'GRASS.  NEITHER REFERENCE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1602 ***********************************************************************
 PH1602  DESIGNATION -  BOULDER
 PH1602  PID         -  PH1602
 PH1602  STATE/COUNTY-  NY/FRANKLIN
 PH1602  USGS QUAD   -  CONSTABLE (1993)
 PH1602
 PH1602                         *CURRENT SURVEY CONTROL
 PH1602  ___________________________________________________________________
 PH1602* NAD 83(1996)-  44 59 09.05403(N)    074 19 23.80831(W)     ADJUSTED  
 PH1602* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1602  ___________________________________________________________________
 PH1602  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 PH1602  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 PH1602
 PH1602  HORZ ORDER  -  SECOND
 PH1602
 PH1602.The horizontal coordinates were established by classical geodetic methods
 PH1602.and adjusted by the National Geodetic Survey in January 1999..
 PH1602
 PH1602.The orthometric height was scaled from a topographic map.
 PH1602
 PH1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1602
 PH1602.The geoid height was determined by GEOID03.
 PH1602
 PH1602;                    North         East     Units Scale Factor Converg.
 PH1602;SPC NY E     -   683,316.867   163,935.842   MT  0.99990239   +0 07 29.7
 PH1602;SPC NY E     - 2,241,848.75    537,846.17   sFT  0.99990239   +0 07 29.7
 PH1602;UTM  18      - 4,981,601.058   553,349.011   MT  0.99963500   +0 28 42.3
 PH1602
 PH1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1602!SPC NY E     -   0.99999275  x   0.99990239  =   0.99989514
 PH1602!UTM  18      -   0.99999275  x   0.99963500  =   0.99962776
 PH1602
 PH1602:                Primary Azimuth Mark                     Grid Az
 PH1602:SPC NY E     -  LANGEVIN                                 307 01 37.2
 PH1602:UTM  18      -  LANGEVIN                                 306 40 24.6
 PH1602
 PH1602|---------------------------------------------------------------------|
 PH1602| PID    Reference Object                     Distance      Geod. Az  |
 PH1602|                                                           dddmmss.s |
 PH1602| PH2254 LANGEVIN                            APPROX. 3.1 KM 3070906.9 |
 PH1602|---------------------------------------------------------------------|
 PH1602
 PH1602                          SUPERSEDED SURVEY CONTROL
 PH1602
 PH1602  NAD 83(1986)-  44 59 09.05105(N)    074 19 23.81531(W) AD(       ) 2
 PH1602  NAD 27      -  44 59 08.88800(N)    074 19 25.07400(W) AD(       ) 2
 PH1602
 PH1602.Superseded values are not recommended for survey control.
 PH1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1602.See file dsdata.txt to determine how the superseded data were derived.
 PH1602
 PH1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5334981601(NAD 83)
 PH1602_MARKER: DD = SURVEY DISK
 PH1602_SETTING: 66 = SET IN ROCK OUTCROP
 PH1602_SP_SET: SET IN BEDROCK
 PH1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1602+STABILITY: POSITION/ELEVATION WELL
 PH1602
 PH1602  HISTORY     - Date     Condition        Report By
 PH1602  HISTORY     - 1917     MONUMENTED       IBC
 PH1602  HISTORY     - 1975     GOOD             IBC
 PH1602
 PH1602                          STATION DESCRIPTION
 PH1602
 PH1602'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PH1602'IN CONSTABLE TOWNSHIP, ABOUT THREE-FOURTHS MILE WEST OF TROUT RIVER
 PH1602'NY ON A ROCK OUTCROP ABOUT 200 FEET NORTH OF THE ROAD AND NORTH
 PH1602'OF AN ORCHARD.  TO REACH THE STATION TAKE THE ROAD LEADING SOUTHWEST
 PH1602'FROM THE VILLAGE ON THE NEW YORK SIDE OF THE LINE.  THE STATION
 PH1602'IS NEAR THE OLD FOUNDATION OF A BURNED HOUSE.  THE ROCK HAS A FLAT
 PH1602'TOP AND RISES 3 FEET ABOVE THE SURFACE OF THE GROUND.
 PH1602'
 PH1602'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PH1602'SOLID ROCK.
 PH1602
 PH1602                          STATION RECOVERY (1975)
 PH1602
 PH1602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1602'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1093 ***********************************************************************
 KU1093  DESIGNATION -  BOULE USE
 KU1093  PID         -  KU1093
 KU1093  STATE/COUNTY-  NY/QUEENS
 KU1093  USGS QUAD   -  FLUSHING (1979)
 KU1093
 KU1093                         *CURRENT SURVEY CONTROL
 KU1093  ___________________________________________________________________
 KU1093* NAD 83(1986)-  40 45 45.     (N)    073 50 09.     (W)     SCALED    
 KU1093* NAVD 88     -         3.009  (meters)       9.87   (feet)  ADJUSTED  
 KU1093  ___________________________________________________________________
 KU1093  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU1093  DYNAMIC HT  -           3.008 (meters)       9.87  (feet)  COMP
 KU1093  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 KU1093
 KU1093  VERT ORDER  -  FIRST     CLASS II
 KU1093
 KU1093.The horizontal coordinates were scaled from a topographic map and have
 KU1093.an estimated accuracy of +/- 6 seconds.
 KU1093
 KU1093.The orthometric height was determined by differential leveling
 KU1093.and adjusted by the National Geodetic Survey in June 1991..
 KU1093
 KU1093.The geoid height was determined by GEOID03.
 KU1093
 KU1093.The dynamic height is computed by dividing the NAVD 88
 KU1093.geopotential number by the normal gravity value computed on the
 KU1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1093.degrees latitude (g = 980.6199 gals.).
 KU1093
 KU1093.The modeled gravity was interpolated from observed gravity values.
 KU1093
 KU1093;                    North         East    Units  Estimated Accuracy
 KU1093;SPC NY L     -    66,180.      313,860.      MT  (+/- 180 meters Scaled)
 KU1093
 KU1093                          SUPERSEDED SURVEY CONTROL
 KU1093
 KU1093  NGVD 29 (??/??/92)    3.340  (m)           10.96   (f) ADJ UNCH    1 2
 KU1093
 KU1093.Superseded values are not recommended for survey control.
 KU1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1093.See file dsdata.txt to determine how the superseded data were derived.
 KU1093
 KU1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL982130(NAD 83)
 KU1093_MARKER: Z = SEE DESCRIPTION
 KU1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1093_SP_SET: PIER
 KU1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1093
 KU1093  HISTORY     - Date     Condition        Report By
 KU1093  HISTORY     - UNK      MONUMENTED       DOD
 KU1093  HISTORY     - 1952     GOOD             NGS
 KU1093  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1093
 KU1093                          STATION DESCRIPTION
 KU1093
 KU1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1093'AT NEW YORK.
 KU1093'AT NEW YORK, IN BOROUGH OF QUEENS, AT FLUSHING, ON EAST BANK OF
 KU1093'FLUSHING RIVER, UNDER BRIDGE OF NORTHERN BOULEVARD OVER
 KU1093'FLUSHING RIVER AND LAWRENCE STREET, 188 FEET WEST OF WEST CURB
 KU1093'OF LAWRENCE STREET, 9 FEET NORTH OF SOUTH EDGE OF BRIDGE, THE
 KU1093'LEVEL FACE OF A CUT ON THE SLANTING STONE ON NORTHWEST
 KU1093'CORNER OF SOUTH ONE OF FOUR GRANITE PIERS ON EAST BANK OF
 KU1093'FLUSHING RIVER AND 2.2 FEET ABOVE COBBLESTONE SURFACE.
 KU1093
 KU1093                          STATION RECOVERY (2006)
 KU1093
 KU1093'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1093'THE MARK WAS NOT RECOVERED AND NOT FOUND.
 KU1093' 
 KU1093'LAWRENCE STREET WAS REPLACED IN 1969 BY COLLEGE POINT BOULEVARD. THE
 KU1093'OVERPASS APPEARS TO HAVE BEEN REBUILT AND ALL THE PIERS ARE OF STEEL.
 KU1093'THERE ARE NO GRANITE PIERS SUPPORTING THE OVERPASS ON THE BANK OF THE
 KU1093'RIVER. THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1664 ***********************************************************************
 OF1664  DESIGNATION -  BOULEVARD 1925
 OF1664  PID         -  OF1664
 OF1664  STATE/COUNTY-  NY/MONROE
 OF1664  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1664
 OF1664                         *CURRENT SURVEY CONTROL
 OF1664  ___________________________________________________________________
 OF1664* NAD 83(1996)-  43 15 10.67514(N)    077 39 33.05663(W)     ADJUSTED  
 OF1664* NAVD 88     -       104.51   (+/-2cm)     342.9    (feet)  VERTCON   
 OF1664  ___________________________________________________________________
 OF1664  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 OF1664  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1664
 OF1664  HORZ ORDER  -  SECOND
 OF1664  VERT ORDER  -  THIRD ? (See Below)
 OF1664
 OF1664.The horizontal coordinates were established by classical geodetic methods
 OF1664.and adjusted by the National Geodetic Survey in January 1999..
 OF1664
 OF1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1664.The vertical order pertains to the NGVD 29 superseded value.
 OF1664
 OF1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1664
 OF1664.The geoid height was determined by GEOID03.
 OF1664
 OF1664;                    North         East     Units Scale Factor Converg.
 OF1664;SPC NY W     -   361,686.215   425,041.801   MT  1.00000675   +0 37 59.8
 OF1664;SPC NY W     - 1,186,632.19  1,394,491.31   sFT  1.00000675   +0 37 59.8
 OF1664;UTM  18      - 4,792,340.454   284,140.867   MT  1.00017322   -1 49 22.2
 OF1664
 OF1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1664!SPC NY W     -   0.99998923  x   1.00000675  =   0.99999598
 OF1664!UTM  18      -   0.99998923  x   1.00017322  =   1.00016245
 OF1664
 OF1664:                Primary Azimuth Mark                     Grid Az
 OF1664:SPC NY W     -  ROCHESTER RADIO STA WNYR MAST            186 18 39.9
 OF1664:UTM  18      -  ROCHESTER RADIO STA WNYR MAST            188 46 01.9
 OF1664
 OF1664|---------------------------------------------------------------------|
 OF1664| PID    Reference Object                     Distance      Geod. Az  |
 OF1664|                                                           dddmmss.s |
 OF1664| OF2300 ROCHESTER RADIO STA WNYR MAST       APPROX. 9.2 KM 1865639.7 |
 OF1664|---------------------------------------------------------------------|
 OF1664
 OF1664                          SUPERSEDED SURVEY CONTROL
 OF1664
 OF1664  NAD 83(1986)-  43 15 10.68150(N)    077 39 33.05500(W) AD(       ) 2
 OF1664  NAD 27      -  43 15 10.45929(N)    077 39 34.04027(W) AD(       ) 2
 OF1664  NGVD 29 (07/19/86)  104.70   (m)          343.5    (f) LEVELING    3  
 OF1664
 OF1664.Superseded values are not recommended for survey control.
 OF1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1664.See file dsdata.txt to determine how the superseded data were derived.
 OF1664
 OF1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8414192340(NAD 83)
 OF1664_MARKER: DS = TRIANGULATION STATION DISK
 OF1664_SETTING: 0 = UNSPECIFIED SETTING
 OF1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1664+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 OF1664
 OF1664  HISTORY     - Date     Condition        Report By
 OF1664  HISTORY     - 1925     MONUMENTED       CGS
 OF1664  HISTORY     - 1972     GOOD             NGS
 OF1664  HISTORY     - 1976     GOOD             NY-055
 OF1664  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1664  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1664  HISTORY     - 20051015 GOOD             USPSQD
 OF1664
 OF1664                          STATION DESCRIPTION
 OF1664
 OF1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1664'IN GREECE, ON THE NORTH SIDE OF LATTA ROAD OPPOSITE THE
 OF1664'INTERSECTION OF MT. READ BOULEVARD.  IT IS 25.12 METERS
 OF1664'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SCHOOL BUILDING AT
 OF1664'THE SOUTHWEST CORNER OF MT. READ BOULEVARD AND LATTA ROAD,
 OF1664'25.60 METERS NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH AT
 OF1664'THE SOUTHEAST CORNER OF MT. READ BOULEVARD AND LATTA ROAD,
 OF1664'4.02 METERS SOUTH OF A SLAT FENCE ON THE NORTH SIDE OF LATTA
 OF1664'ROAD, AND 3.18 METERS SOUTHWEST OF TELEPHONE POLE NO. 82 LOCATED
 OF1664'ON THE NORTH SIDE OF LATTA ROAD.
 OF1664
 OF1664                          STATION RECOVERY (1972)
 OF1664
 OF1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JFC)
 OF1664'NEW DESCRIPTION FOLLOWS--
 OF1664'
 OF1664'IN TOWN OF GREECE AT INTERSECTION OF LATTA ROAD AND MT. READ
 OF1664'BOULEVARD.
 OF1664'
 OF1664'84.0 FT NORTHWEST OF NORTHWEST CORNER OF PADDY HILL PUBLIC
 OF1664'LIBRARY (OLD CHURCH BUILDING)
 OF1664'
 OF1664'21.3 FT NORTH OF CENTERLINE LATTA ROAD.
 OF1664'
 OF1664'15.0 FT SOUTHWEST OF UTILITY POLE RGE 82, 230 RTC 100.
 OF1664'
 OF1664'5.5 FT SOUTH OF SOUTH EDGE OF SIDEWALK LINE EXTENDED EAST.
 OF1664'
 OF1664'5.0 FT EAST OF CENTERLINE MT. READ BOULEVARD EXTENDED NORTH.
 OF1664'
 OF1664'A USC AND GS STANDARD BRONZE DISK STAMPED BOULEVARD IN THE TOP
 OF1664'OF A CONCRETE POST 0.8 FT BELOW GRADE, WITH CAST IRON FRAME
 OF1664'AND COVER.
 OF1664
 OF1664                          STATION RECOVERY (1976)
 OF1664
 OF1664'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1664'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1664
 OF1664                          STATION RECOVERY (1990)
 OF1664
 OF1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFB)
 OF1664'MARK NOT FOUND.
 OF1664
 OF1664                          STATION RECOVERY (1999)
 OF1664
 OF1664'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1664'MARK NOT FOUND.
 OF1664
 OF1664                          STATION RECOVERY (2005)
 OF1664
 OF1664'RECOVERY NOTE BY US POWER SQUADRON 2005 (MRK)
 OF1664'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5108 ***********************************************************************
 KV5108  DESIGNATION -  BOUNDARY BEACON
 KV5108  PID         -  KV5108
 KV5108  STATE/COUNTY-  NY/RICHMOND
 KV5108  USGS QUAD   -  KEYPORT (1977)
 KV5108
 KV5108                         *CURRENT SURVEY CONTROL
 KV5108  ___________________________________________________________________
 KV5108* NAD 83(1996)-  40 28 35.68112(N)    074 13 31.19274(W)     ADJUSTED  
 KV5108* NAVD 88     -                                                        
 KV5108  ___________________________________________________________________
 KV5108  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KV5108  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV5108
 KV5108  HORZ ORDER  -  THIRD
 KV5108
 KV5108.The horizontal coordinates were established by classical geodetic methods
 KV5108.and adjusted by the National Geodetic Survey in January 1999..
 KV5108
 KV5108
 KV5108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5108
 KV5108.The geoid height was determined by GEOID03.
 KV5108
 KV5108;                    North         East     Units Scale Factor Converg.
 KV5108;SPC NY L     -    34,438.715   280,892.242   MT  1.00001603   -0 08 50.6
 KV5108;SPC NY L     -   112,987.68    921,560.63   sFT  1.00001603   -0 08 50.6
 KV5108;SPC NJ       -   182,464.210   173,288.831   MT  0.99990667   +0 10 41.9
 KV5108;SPC NJ       -   598,634.66    568,531.77   sFT  0.99990667   +0 10 41.9
 KV5108;UTM  18      - 4,480,943.073   565,663.807   MT  0.99965307   +0 30 10.4
 KV5108
 KV5108                          SUPERSEDED SURVEY CONTROL
 KV5108
 KV5108  NAD 83(1986)-  40 28 35.68193(N)    074 13 31.18946(W) AD(       ) 4
 KV5108  NAD 27      -  40 28 35.29600(N)    074 13 32.67200(W) AD(       ) 3
 KV5108
 KV5108.Superseded values are not recommended for survey control.
 KV5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5108.See file dsdata.txt to determine how the superseded data were derived.
 KV5108
 KV5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6566480943(NAD 83)
 KV5108_MARKER: 16 = DAYBEACON
 KV5108
 KV5108  HISTORY     - Date     Condition        Report By
 KV5108  HISTORY     - 1903     FIRST OBSERVED   CGS
 KV5108  HISTORY     - 1930     GOOD             CGS
 KV5108  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 KV5108
 KV5108                          STATION DESCRIPTION
 KV5108
 KV5108'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5108'RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV5108'
 KV5108'THE DAY BEACON, CENTRALLY ERECTED OVER A CIRCULAR ROCK-FILL, 1-1/2
 KV5108'MILES ESE OF GREAT BEDS LIGHTHOUSE, ON THE N.Y.-N.J. STATE LINE.  IT
 KV5108'IS A BLACK, IRON TARGET SURMOUNTING AN IRON PIPE SET IN A WHITE
 KV5108'CONCRETE BASE.
 KV5108'
 KV5108'THE STATION IS THE CENTER OF THE TARGET, APPROXIMATELY 20 FEET
 KV5108'HIGH.
 KV5108
 KV5108                          STATION RECOVERY (1995)
 KV5108
 KV5108'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1967 ***********************************************************************
 MZ1967  DESIGNATION -  BOUNDARY BOUND 110 MA NY
 MZ1967  PID         -  MZ1967
 MZ1967  STATE/COUNTY-  NY/RENSSELAER
 MZ1967  USGS QUAD   -  BERLIN (1973)
 MZ1967
 MZ1967                         *CURRENT SURVEY CONTROL
 MZ1967  ___________________________________________________________________
 MZ1967* NAD 83(1996)-  42 44 10.09555(N)    073 16 06.37214(W)     ADJUSTED  
 MZ1967* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 MZ1967  ___________________________________________________________________
 MZ1967  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 MZ1967  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 MZ1967
 MZ1967  HORZ ORDER  -  SECOND
 MZ1967
 MZ1967.The horizontal coordinates were established by classical geodetic methods
 MZ1967.and adjusted by the National Geodetic Survey in January 1999..
 MZ1967
 MZ1967.The orthometric height was scaled from a topographic map.
 MZ1967
 MZ1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1967
 MZ1967.The geoid height was determined by GEOID03.
 MZ1967
 MZ1967;                    North         East     Units Scale Factor Converg.
 MZ1967;SPC NY E     -   434,097.907   250,842.048   MT  1.00002507   +0 50 09.0
 MZ1967;SPC NY E     - 1,424,202.88    822,970.95   sFT  1.00002507   +0 50 09.0
 MZ1967;SPC MA M     -   944,338.971    55,193.648   MT  1.00000819   -1 11 16.5
 MZ1967;SPC MA M     - 3,098,218.77    181,081.16   sFT  1.00000819   -1 11 16.5
 MZ1967;SPC VT       -    26,516.848   437,075.570   MT  1.00001298   -0 31 17.4
 MZ1967;UTM  18      - 4,732,967.723   641,741.037   MT  0.99984717   +1 10 31.0
 MZ1967
 MZ1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1967!SPC NY E     -   0.99989480  x   1.00002507  =   0.99991986
 MZ1967!SPC MA M     -   0.99989480  x   1.00000819  =   0.99990298
 MZ1967!SPC VT       -   0.99989480  x   1.00001298  =   0.99990777
 MZ1967!UTM  18      -   0.99989480  x   0.99984717  =   0.99974198
 MZ1967
 MZ1967:                Primary Azimuth Mark                     Grid Az
 MZ1967:SPC NY E     -  BERLIN MT 2                              195 22 58.5
 MZ1967:SPC MA M     -  BERLIN MT 2                              197 24 24.0
 MZ1967:SPC VT       -  BERLIN MT 2                              196 44 24.9
 MZ1967:UTM  18      -  BERLIN MT 2                              195 02 36.5
 MZ1967
 MZ1967|---------------------------------------------------------------------|
 MZ1967| PID    Reference Object                     Distance      Geod. Az  |
 MZ1967|                                                           dddmmss.s |
 MZ1967| MZ1968 BERLIN MT 2                         APPROX. 5.1 KM 1961307.5 |
 MZ1967|---------------------------------------------------------------------|
 MZ1967
 MZ1967                          SUPERSEDED SURVEY CONTROL
 MZ1967
 MZ1967  NAD 83(1996)-  42 44 10.09562(N)    073 16 06.37212(W) AD(       ) 2
 MZ1967  NAD 83(1996)-  42 44 10.09565(N)    073 16 06.37210(W) AD(       ) 2
 MZ1967  NAD 83(1992)-  42 44 10.09605(N)    073 16 06.37264(W) AD(       ) 2
 MZ1967  NAD 83(1992)-  42 44 10.09612(N)    073 16 06.37264(W) AD(       ) 2
 MZ1967  NAD 83(1986)-  42 44 10.09640(N)    073 16 06.37291(W) AD(       ) 2
 MZ1967  NAD 27      -  42 44 09.81100(N)    073 16 07.98200(W) AD(       ) 2
 MZ1967
 MZ1967.Superseded values are not recommended for survey control.
 MZ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1967.See file dsdata.txt to determine how the superseded data were derived.
 MZ1967
 MZ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN4174132968(NAD 83)
 MZ1967_MARKER: V = STONE MONUMENT
 MZ1967_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MZ1967_SP_SET: OBJECT IMBEDDED IN GROUND
 MZ1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1967
 MZ1967  HISTORY     - Date     Condition        Report By
 MZ1967  HISTORY     - 1940     MONUMENTED       MAGS
 MZ1967
 MZ1967                          STATION DESCRIPTION
 MZ1967
 MZ1967'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1940
 MZ1967'THE STATION IS MARKED BY A LEETES ISLAND GRANITE MONUMENT 12 BY 12
 MZ1967'INCHES IN SECTION DRESSED ON TOP AND 1 FOOT DOWN, LETTERED M AND
 MZ1967'N.Y., AND EXTENDING ABOUT 18 INCHES ABOVE THE GROUND SURFACE.
 MZ1967'
 MZ1967'LOCATED AT THE EXTREME NORTHWESTERN PART OF MASSACHUSETTS ON THE
 MZ1967'NEW YORK-MASSACHUSETTS BOUNDARY BETWEEN WILLIAMSTOWN, MASSACHSETTS,
 MZ1967'AND PETERSBURG, NEW YORK, ON THE NE SLOPE OF THE BARE-TOPPED HILL
 MZ1967'OF A RANGE KNOWN AS WHITE ROCKS, ABOUT 3-1/2 MILES WNW OF
 MZ1967'WILLIAMSTOWN AND ABOUT 3/4 MILE SSW OF THE CORNER OF BOUNDARIES OF
 MZ1967'MASSACHUSETTS, NEW YORK, AND VERMONT.  THE TOP OF THIS BARE HILL IS
 MZ1967'COMPOSED OF TWO GRASSY KNOLLS, THE STATION BEING ABOUT 117 PACES E
 MZ1967'OF THE CENTER OF THE N KNOLL AND JUST E OF A FENCE MARKING THE
 MZ1967'BOUNDARY OF AN EXPERIMENTAL FOREST.
 MZ1967'
 MZ1967'REFERENCE MARKS--NONE.
 MZ1967'
 MZ1967'TO REACH STATION FROM THE OBSERVATION TOWER AND REFRESHMENT STAND ON
 MZ1967'THE TACONIC TRAIL (MASSACHUSETTS ROUTE 2 AND N.Y. ROUTE 96) AT
 MZ1967'PETERSBURG PASS WHICH IS 0.25 MILE W OF THE STATE LINE AND ABOUT
 MZ1967'6.14 MILES W ALONG ROUTE 2, OF THE JUNCTION OF ROUTES 2 AND 7 IN
 MZ1967'WILLIAMSTOWN, FOLLOW FOOT PATH NORTHERLY WHICH STARTS UP A BANK
 MZ1967'ON THE N SIDE OF THE ROAD OPPOSITE THE OBSERVATION TOWER FOR
 MZ1967'ABOUT 1-1/4 MILES TO THE FOOT OF A PROMINENT BARE HILL ON THE
 MZ1967'RIGHT AND PROCEED ACROSS FIELD UPHILL A SHORT DISTANCE TO SUMMIT
 MZ1967'AND STATION.
 MZ1967'
 MZ1967'VIEW--A 4-FOOT STAND WAS USED OVER AN ECCENTRIC TO THIS STATION FOR
 MZ1967'THE 1940 OBSERVATIONS WITH SLIGHT TRIMMING ON LINE TO STATION
 MZ1967'POWNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2520 ***********************************************************************
 PG2520  DESIGNATION -  BOUNDARY MON 650A CD US
 PG2520  PID         -  PG2520
 PG2520  STATE/COUNTY-  NY/CLINTON
 PG2520  USGS QUAD   -  
 PG2520
 PG2520                         *CURRENT SURVEY CONTROL
 PG2520  ___________________________________________________________________
 PG2520* NAD 83(1996)-  45 00 35.15667(N)    073 24 29.49421(W)     ADJUSTED  
 PG2520* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 PG2520  ___________________________________________________________________
 PG2520  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 PG2520  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 PG2520
 PG2520  HORZ ORDER  -  FIRST
 PG2520
 PG2520.The horizontal coordinates were established by classical geodetic methods
 PG2520.and adjusted by the National Geodetic Survey in January 1999..
 PG2520
 PG2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2520
 PG2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2520
 PG2520.The geoid height was determined by GEOID03.
 PG2520
 PG2520;                    North         East     Units Scale Factor Converg.
 PG2520;SPC NY E     -   686,539.342   236,062.314   MT  0.99999105   +0 46 19.9
 PG2520;SPC NY E     - 2,252,421.16    774,481.11   sFT  0.99999105   +0 46 19.9
 PG2520;UTM  18      - 4,985,267.732   625,437.459   MT  0.99979348   +1 07 33.3
 PG2520
 PG2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2520!SPC NY E     -   0.99999071  x   0.99999105  =   0.99998176
 PG2520!UTM  18      -   0.99999071  x   0.99979348  =   0.99978420
 PG2520
 PG2520|---------------------------------------------------------------------|
 PG2520| PID    Reference Object                     Distance      Geod. Az  |
 PG2520|                                                           dddmmss.s |
 PG2520| DA5194 BOUNDARY MON 650A RM 1               12.311 METERS 01119     |
 PG2520| DA5193 BOUNDARY MON 650A AZ MK                            0884505.2 |
 PG2520| PG2458 BURLINGTON MONTREAL AWY BCN 30      APPROX. 8.9 KM 0891808.5 |
 PG2520| PG1910 BURLINGTON MONTREAL AWY BN 29       APPROX.20.8 KM 1460307.9 |
 PG2520| PG1773 BURLINGTON MONTREAL AWY BN 27       APPROX.40.9 KM 1571438.3 |
 PG2520| PG2501 MONUMENT 651                        484.592 METERS 2683121.8 |
 PG2520| PG2500 BOUNDARY MON 650A RM 2               13.283 METERS 27344     |
 PG2520|---------------------------------------------------------------------|
 PG2520
 PG2520                          SUPERSEDED SURVEY CONTROL
 PG2520
 PG2520  NAD 83(1996)-  45 00 35.15662(N)    073 24 29.49433(W) AD(       ) 1
 PG2520  NAD 83(1992)-  45 00 35.15565(N)    073 24 29.49324(W) AD(       ) 1
 PG2520  NAD 83(1986)-  45 00 35.16377(N)    073 24 29.49513(W) AD(       ) 1
 PG2520  NAD 27      -  45 00 35.02000(N)    073 24 31.01000(W) AD(       ) 1
 PG2520  NGVD 29 (07/19/86)   88.8    (m)          291.     (f) VERT ANG       
 PG2520
 PG2520.Superseded values are not recommended for survey control.
 PG2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2520.See file dsdata.txt to determine how the superseded data were derived.
 PG2520
 PG2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2543785268(NAD 83)
 PG2520_MARKER: Z = SEE DESCRIPTION
 PG2520_SETTING: 0 = UNSPECIFIED SETTING
 PG2520
 PG2520  HISTORY     - Date     Condition        Report By
 PG2520  HISTORY     - 1902     MONUMENTED       IBC
 PG2520  HISTORY     - 1980     GOOD             IBC
 PG2520
 PG2520                          STATION DESCRIPTION
 PG2520
 PG2520'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1902
 PG2520'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2520'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2520'
 PG2520'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2520
 PG2520                          STATION RECOVERY (1980)
 PG2520
 PG2520'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2520'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2526 ***********************************************************************
 PG2526  DESIGNATION -  BOUNDARY MON 661 CD US
 PG2526  PID         -  PG2526
 PG2526  STATE/COUNTY-  NY/CLINTON
 PG2526  USGS QUAD   -  
 PG2526
 PG2526                         *CURRENT SURVEY CONTROL
 PG2526  ___________________________________________________________________
 PG2526* NAD 83(1996)-  45 00 23.71913(N)    073 31 55.88859(W)     ADJUSTED  
 PG2526* NAVD 88     -       107.9    (meters)     354.     (feet)  VERTCON   
 PG2526  ___________________________________________________________________
 PG2526  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 PG2526  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 PG2526
 PG2526  HORZ ORDER  -  SECOND
 PG2526
 PG2526.The horizontal coordinates were established by classical geodetic methods
 PG2526.and adjusted by the National Geodetic Survey in January 1999..
 PG2526
 PG2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2526
 PG2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2526
 PG2526.The geoid height was determined by GEOID03.
 PG2526
 PG2526;                    North         East     Units Scale Factor Converg.
 PG2526;SPC NY E     -   686,062.043   226,292.284   MT  0.99997155   +0 41 04.0
 PG2526;SPC NY E     - 2,250,855.22    742,427.27   sFT  0.99997155   +0 41 04.0
 PG2526;UTM  18      - 4,984,730.240   615,672.538   MT  0.99976453   +1 02 17.3
 PG2526
 PG2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2526!SPC NY E     -   0.99998769  x   0.99997155  =   0.99995924
 PG2526!UTM  18      -   0.99998769  x   0.99976453  =   0.99975222
 PG2526
 PG2526|---------------------------------------------------------------------|
 PG2526| PID    Reference Object                     Distance      Geod. Az  |
 PG2526|                                                           dddmmss.s |
 PG2526| DA5190 BOUNDARY MON 661 RM 1                22.432 METERS 03510     |
 PG2526| PG2525 MON.660 ECC                         APPROX. 0.5 KM 0872133.7 |
 PG2526| DA5191 BOUNDARY MON 661 RM 2                22.870 METERS 12204     |
 PG2526| DA5189 BOUNDARY MON 661 AZ MK                             1970936.9 |
 PG2526| PG2123 MOOERS ST JOSEPHS CH SPIRE OLD      APPROX. 6.0 KM 2222140.2 |
 PG2526|---------------------------------------------------------------------|
 PG2526
 PG2526                          SUPERSEDED SURVEY CONTROL
 PG2526
 PG2526  NAD 83(1996)-  45 00 23.71889(N)    073 31 55.88888(W) AD(       ) 2
 PG2526  NAD 83(1992)-  45 00 23.71829(N)    073 31 55.88799(W) AD(       ) 2
 PG2526  NAD 83(1986)-  45 00 23.72513(N)    073 31 55.88852(W) AD(       ) 2
 PG2526  NAD 27      -  45 00 23.60837(N)    073 31 57.39533(W) AD(       ) 2
 PG2526  NGVD 29 (07/19/86)  108.0    (m)          354.     (f) VERT ANG       
 PG2526
 PG2526.Superseded values are not recommended for survey control.
 PG2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2526.See file dsdata.txt to determine how the superseded data were derived.
 PG2526
 PG2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1567384730(NAD 83)
 PG2526_MARKER: Z = SEE DESCRIPTION
 PG2526_SETTING: 0 = UNSPECIFIED SETTING
 PG2526
 PG2526  HISTORY     - Date     Condition        Report By
 PG2526  HISTORY     - 1845     MONUMENTED       IBC
 PG2526  HISTORY     - 1961     GOOD             IBC
 PG2526
 PG2526                          STATION DESCRIPTION
 PG2526
 PG2526'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2526'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2526'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2526'
 PG2526'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2526
 PG2526                          STATION RECOVERY (1961)
 PG2526
 PG2526'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961 (SCM)
 PG2526'STATION IS LOCATED ON THE UNITED STATES-CANADIAN BOUNDARY ABOUT
 PG2526'4-1/2 MILES WEST-NORTHWEST OF CHAMPLAIN AND ABOUT 4.0 MILES
 PG2526'NORTHEAST OF MOOERS.  STATION IS A CROSS IN THE TOP OF A GRANITE
 PG2526'MONUMENT WHICH IS ABOUT 4.8 FEET HIGH AND SET ON A 3X3 FOOT
 PG2526'CONCRETE BASE.
 PG2526'
 PG2526'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 11 AND STATE
 PG2526'HIGHWAY NO. 22 IN THE VILLAGE OF MOOERS, GO NORTHERLY ON
 PG2526'U.S. HIGHWAY NO. 11 FOR 5.0 MILES TO A REVERSED FORK.  TURN
 PG2526'SHARP LEFT AND GO WESTERLY ON SURFACED ROAD FOR 1.3 MILES TO
 PG2526'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON GRAVEL ROAD
 PG2526'FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 PG2526'
 PG2526'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH
 PG2526'CONCRETE MONUMENT AND STAMPED MON 661 NO 1 1961 IS 43 FEET
 PG2526'NORTHEAST OF A 15 INCH OAK TREE, 24-1/2 FEET EAST OF THE
 PG2526'APPROXIMATE CENTERLINE OF ROAD AND 4-1/2 FEET EAST OF
 PG2526'FENCELINE.  THE MARK PROJECTS 3 INCHES.
 PG2526'
 PG2526'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A
 PG2526'DRILLHOLE IN OUTCROPPING ROCK AND STAMPED MON 661 NO 2 1961 IS
 PG2526'24-1/2 FEET EAST OF A 15 INCH HICKORY TREE AND 74-1/2 FEET
 PG2526'SOUTHEAST OF FENCE CORNER.
 PG2526'
 PG2526'AZIMUTH MARK, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE IN
 PG2526'OUTCROPPING ROCK AND STAMPED MON 661 1961 IS 86-1/2 FEET
 PG2526'SOUTHEAST OF A UTILITY POLE NO. 10.  69-1/2 FEET SOUTHEAST OF
 PG2526'THE APPROXIMATE CENTERLINE OF ROAD AND 43-1/2 FEET SOUTHEAST OF
 PG2526'FENCELINE.
 PG2526'
 PG2526'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3883 ***********************************************************************
 LX3883  DESIGNATION -  BOUNDARY MON E CT NY
 LX3883  PID         -  LX3883
 LX3883  STATE/COUNTY-  NY/WESTCHESTER
 LX3883  USGS QUAD   -  POUND RIDGE (1971)
 LX3883
 LX3883                         *CURRENT SURVEY CONTROL
 LX3883  ___________________________________________________________________
 LX3883* NAD 83(1996)-  41 11 58.65790(N)    073 30 43.42232(W)     ADJUSTED  
 LX3883* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 LX3883  ___________________________________________________________________
 LX3883  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 LX3883  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3883
 LX3883  HORZ ORDER  -  SECOND
 LX3883
 LX3883.The horizontal coordinates were established by classical geodetic methods
 LX3883.and adjusted by the National Geodetic Survey in January 1999..
 LX3883
 LX3883.The orthometric height was scaled from a topographic map.
 LX3883
 LX3883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3883
 LX3883.The geoid height was determined by GEOID03.
 LX3883
 LX3883;                    North         East     Units Scale Factor Converg.
 LX3883;SPC NY E     -   263,185.689   232,861.339   MT  0.99998447   +0 39 02.8
 LX3883;SPC NY E     -   863,468.38    763,979.24   sFT  0.99998447   +0 39 02.8
 LX3883;SPC CT       -   193,361.680   240,879.067   MT  1.00000004   -0 30 19.1
 LX3883;SPC CT       -   634,387.45    790,284.07   sFT  1.00000004   -0 30 19.1
 LX3883;UTM  18      - 4,561,985.151   624,761.447   MT  0.99979157   +0 58 48.7
 LX3883
 LX3883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3883!SPC NY E     -   0.99997652  x   0.99998447  =   0.99996099
 LX3883!SPC CT       -   0.99997652  x   1.00000004  =   0.99997656
 LX3883!UTM  18      -   0.99997652  x   0.99979157  =   0.99976810
 LX3883
 LX3883                          SUPERSEDED SURVEY CONTROL
 LX3883
 LX3883  NAD 83(1996)-  41 11 58.65797(N)    073 30 43.42240(W) AD(       ) 2
 LX3883  NAD 83(1992)-  41 11 58.65717(N)    073 30 43.42210(W) AD(       ) 2
 LX3883  NAD 83(1986)-  41 11 58.65964(N)    073 30 43.42273(W) AD(       ) 2
 LX3883  NAD 27      -  41 11 58.31416(N)    073 30 44.97657(W) AD(       ) 2
 LX3883
 LX3883.Superseded values are not recommended for survey control.
 LX3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3883.See file dsdata.txt to determine how the superseded data were derived.
 LX3883
 LX3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2476161985(NAD 83)
 LX3883
 LX3883  HISTORY     - Date     Condition        Report By
 LX3883  HISTORY     - 1966     MONUMENTED       CGS
 LX3883
 LX3883                          STATION DESCRIPTION
 LX3883
 LX3883'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3883'THE STATION IS LOCATED ON THE NEW YORK-CONNECTICUT STATE LINE
 LX3883'ABOUT 3.4 MILES EAST-SOUTHEAST OF THE VILLAGE OF POUND RIDGE,
 LX3883'1.8 MILES WEST-SOUTHWEST OF THE NORTHEAST-SOUTHWEST NEW
 LX3883'YORK-CONNECTICUT STATE LINE AND 0.4 MILE SOUTHWEST OF THE
 LX3883'VILLAGE OF VISTA.
 LX3883'
 LX3883'IT IS A 12-INCH SQUARE, CUT GRANITE MONUMENT WITH A 3/4 INCH
 LX3883'DRILL HOLE IN THE TOP CENTER AND IT PROJECTS 3.5 FEET ABOVE
 LX3883'THE SURFACE OF THE GROUND.  IT HAS THE FOLLOWING ENGRAVING ON
 LX3883'THE NORTH, WEST AND SOUTH SIDES RESPECTIVELY, N Y, 1909,
 LX3883'CONN.  IT IS 15.5 FEET SOUTH OF THE CENTER OF PUDDIN HILL ROAD,
 LX3883'16.5 FEET EAST OF A 24-INCH TREE AND 45.5 FEET EAST OF THE
 LX3883'CENTER OF A DRIVE WAY.
 LX3883'
 LX3883'A TRAVERSE DISTANCE FROM STATION PUDDIN TO THE MONUMENT WAS
 LX3883'MADE ON THIS DATE.  (411.76 FEET) 125.504 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2331 ***********************************************************************
 MA2331  DESIGNATION -  BOUNDARY MON NY PA NR TIE 1935
 MA2331  PID         -  MA2331
 MA2331  STATE/COUNTY-  NY/CATTARAUGUS
 MA2331  USGS QUAD   -  BRADFORD (1983)
 MA2331
 MA2331                         *CURRENT SURVEY CONTROL
 MA2331  ___________________________________________________________________
 MA2331* NAD 83(1996)-  41 59 54.56745(N)    078 43 18.59778(W)     ADJUSTED  
 MA2331* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 MA2331  ___________________________________________________________________
 MA2331  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 MA2331  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA2331
 MA2331  HORZ ORDER  -  SECOND
 MA2331
 MA2331.The horizontal coordinates were established by classical geodetic methods
 MA2331.and adjusted by the National Geodetic Survey in January 1999..
 MA2331
 MA2331.The orthometric height was scaled from a topographic map.
 MA2331
 MA2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2331
 MA2331.The geoid height was determined by GEOID03.
 MA2331
 MA2331;                    North         East     Units Scale Factor Converg.
 MA2331;SPC NY W     -   221,935.643   338,525.666   MT  0.99993912   -0 05 33.6
 MA2331;SPC NY W     -   728,133.86  1,110,646.29   sFT  0.99993912   -0 05 33.6
 MA2331;SPC PA N     -   203,889.201   519,482.044   MT  1.00000823   -0 38 34.5
 MA2331;SPC PA N     -   668,926.49  1,704,334.01   sFT  1.00000823   -0 38 34.5
 MA2331;UTM  17      - 4,652,119.311   688,682.144   MT  1.00003808   +1 31 29.3
 MA2331
 MA2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2331!SPC NY W     -   0.99989468  x   0.99993912  =   0.99983381
 MA2331!SPC PA N     -   0.99989468  x   1.00000823  =   0.99990291
 MA2331!UTM  17      -   0.99989468  x   1.00003808  =   0.99993276
 MA2331
 MA2331                          SUPERSEDED SURVEY CONTROL
 MA2331
 MA2331  NAD 83(1986)-  41 59 54.56981(N)    078 43 18.59568(W) AD(       ) 2
 MA2331  NAD 27      -  41 59 54.34459(N)    078 43 19.48405(W) AD(       ) 2
 MA2331
 MA2331.Superseded values are not recommended for survey control.
 MA2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2331.See file dsdata.txt to determine how the superseded data were derived.
 MA2331
 MA2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8868252119(NAD 83)
 MA2331_MARKER: Z = SEE DESCRIPTION
 MA2331_SETTING: 0 = UNSPECIFIED SETTING
 MA2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2331+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 MA2331
 MA2331  HISTORY     - Date     Condition        Report By
 MA2331  HISTORY     - 1935     MONUMENTED       CGS
 MA2331  HISTORY     - 20020507 GOOD             USPSQD
 MA2331  HISTORY     - 20041127 GOOD             USPSQD
 MA2331  HISTORY     - 20060524 GOOD             USPSQD
 MA2331
 MA2331                          STATION DESCRIPTION
 MA2331
 MA2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2331'THIS IS A BOUNDARY MONUMENT ON THE NEW YORK-PENNSYLVANIA
 MA2331'BOUNDARY LINE.
 MA2331'THE MONUMENT WAS CONNECTED TO TRIANGULATION STATION TIE BY TRAVERSE.
 MA2331'THE MONUMENT IS APPROXIMATELY 168 METERS
 MA2331'SOUTH-SOUTHWEST OF STATION TIE.  IT IS IN THE MIDDLE OF A CLEARED
 MA2331'STRIP OF LAND THAT FOLLOWS THE BOUNDARY LINE, AND 4 PACES SOUTH OF
 MA2331'A 5-INCH MAPLE TREE.
 MA2331'
 MA2331'THE MONUMENT IS IN THE ALLEGHANY STATE PARK.
 MA2331
 MA2331                          STATION RECOVERY (2002)
 MA2331
 MA2331'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 MA2331'RECOVERED IN GOOD CONDITION.
 MA2331
 MA2331                          STATION RECOVERY (2004)
 MA2331
 MA2331'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2331'RECOVERED IN GOOD CONDITION.
 MA2331
 MA2331                          STATION RECOVERY (2006)
 MA2331
 MA2331'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3881 ***********************************************************************
 LX3881  DESIGNATION -  BOUNDARY MON W CT NY
 LX3881  PID         -  LX3881
 LX3881  STATE/COUNTY-  NY/WESTCHESTER
 LX3881  USGS QUAD   -  POUND RIDGE (1971)
 LX3881
 LX3881                         *CURRENT SURVEY CONTROL
 LX3881  ___________________________________________________________________
 LX3881* NAD 83(1996)-  41 11 54.95758(N)    073 30 51.25257(W)     ADJUSTED  
 LX3881* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 LX3881  ___________________________________________________________________
 LX3881  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 LX3881  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3881
 LX3881  HORZ ORDER  -  SECOND
 LX3881
 LX3881.The horizontal coordinates were established by classical geodetic methods
 LX3881.and adjusted by the National Geodetic Survey in January 1999..
 LX3881
 LX3881.The orthometric height was scaled from a topographic map.
 LX3881
 LX3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3881
 LX3881.The geoid height was determined by GEOID03.
 LX3881
 LX3881;                    North         East     Units Scale Factor Converg.
 LX3881;SPC NY E     -   263,069.475   232,680.201   MT  0.99998411   +0 38 57.6
 LX3881;SPC NY E     -   863,087.10    763,384.96   sFT  0.99998411   +0 38 57.6
 LX3881;SPC CT       -   193,249.143   240,695.618   MT  1.00000014   -0 30 24.2
 LX3881;SPC CT       -   634,018.23    789,682.21   sFT  1.00000014   -0 30 24.2
 LX3881;UTM  18      - 4,561,867.921   624,581.014   MT  0.99979101   +0 58 43.5
 LX3881
 LX3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3881!SPC NY E     -   0.99997637  x   0.99998411  =   0.99996048
 LX3881!SPC CT       -   0.99997637  x   1.00000014  =   0.99997651
 LX3881!UTM  18      -   0.99997637  x   0.99979101  =   0.99976738
 LX3881
 LX3881                          SUPERSEDED SURVEY CONTROL
 LX3881
 LX3881  NAD 83(1996)-  41 11 54.95765(N)    073 30 51.25265(W) AD(       ) 2
 LX3881  NAD 83(1992)-  41 11 54.95685(N)    073 30 51.25236(W) AD(       ) 2
 LX3881  NAD 83(1986)-  41 11 54.95933(N)    073 30 51.25294(W) AD(       ) 2
 LX3881  NAD 27      -  41 11 54.61383(N)    073 30 52.80658(W) AD(       ) 2
 LX3881
 LX3881.Superseded values are not recommended for survey control.
 LX3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3881.See file dsdata.txt to determine how the superseded data were derived.
 LX3881
 LX3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2458161868(NAD 83)
 LX3881_MARKER: 71 = BOUNDARY MONUMENT
 LX3881
 LX3881  HISTORY     - Date     Condition        Report By
 LX3881  HISTORY     - 1966     FIRST OBSERVED   CGS
 LX3881  HISTORY     - 1984     GOOD             USPSQD
 LX3881
 LX3881                          STATION DESCRIPTION
 LX3881
 LX3881'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3881'THE STATION IS LOCATED ON THE NEW YORK-CONNECTICUT STATE LINE
 LX3881'ABOUT 3.3 MILES EAST-SOUTHEAST OF THE VILLAGE OF POUND RIDGE,
 LX3881'1.9 MILES WEST-SOUTHWEST OF THE NORTHWEST-SOUTHEAST NEW
 LX3881'YORK-CONNECTICUT STATE LINE AND 0.4 MILE SOUTHWEST OF THE
 LX3881'VILLAGE OF VISTA.
 LX3881'
 LX3881'IT IS A 12-INCH SQUARE, CUT GRANITE MONUMENT WITH A 3/4 INCH
 LX3881'DRILL HOLE IN THE TOP CENTER AND IT PROJECTS 4 FEET ABOVE THE
 LX3881'SURFACE OF THE GROUND.  IT HAS THE FOLLOWING ENGRAVINGS ON THE
 LX3881'NORTH, WEST AND SOUTH SIDES RESPECTIVELY, N Y, 1909, CONN.  IT IS
 LX3881'14 FEET EAST-NORTHEAST OF POWER LINE POLE 5333, 17 FEET
 LX3881'SOUTHEAST OF THE CENTER OF LUKES WOOD ROAD AND 98 FEET SOUTHWEST
 LX3881'OF THE INTERSECTION OF WEST ROAD, PUDDING HILL ROAD AND LUKES
 LX3881'WOOD ROAD.
 LX3881'
 LX3881'A TRAVERSE DISTANCE FROM STATION PUDDIN TO THE MONUMENT WAS MADE
 LX3881'ON THIS DATE.
 LX3881'303.83 FEET 92.608 METERS COMPUTED DISTANCE
 LX3881
 LX3881                          STATION RECOVERY (1984)
 LX3881
 LX3881'RECOVERY NOTE BY US POWER SQUADRON 1984 (DR)
 LX3881'STATION RECOVERED GOOD.
 LX3881'
 LX3881'CONDITION IS GOOD.
 LX3881'
 LX3881'DESCRIPTION IS OK AS STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0976 ***********************************************************************
 NC0976  DESIGNATION -  BOUNDARY MONUMENT 143 M NY PA
 NC0976  PID         -  NC0976
 NC0976  STATE/COUNTY-  NY/ALLEGANY
 NC0976  USGS QUAD   -  BOLIVAR (1965)
 NC0976
 NC0976                         *CURRENT SURVEY CONTROL
 NC0976  ___________________________________________________________________
 NC0976* NAD 83(1996)-  42 00 00.60495(N)    078 09 22.01565(W)     ADJUSTED  
 NC0976* NAVD 88     -       675.3    (meters)    2216.     (feet)  VERTCON   
 NC0976  ___________________________________________________________________
 NC0976  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 NC0976  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NC0976
 NC0976  HORZ ORDER  -  SECOND
 NC0976
 NC0976.The horizontal coordinates were established by classical geodetic methods
 NC0976.and adjusted by the National Geodetic Survey in January 1999..
 NC0976
 NC0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0976
 NC0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0976
 NC0976.The geoid height was determined by GEOID03.
 NC0976
 NC0976;                    North         East     Units Scale Factor Converg.
 NC0976;SPC NY W     -   222,200.925   385,393.056   MT  0.99995291   +0 17 09.1
 NC0976;SPC NY W     -   729,004.20  1,264,410.38   sFT  0.99995291   +0 17 09.1
 NC0976;SPC PA N     -   203,702.624   566,352.950   MT  1.00000853   -0 16 07.2
 NC0976;SPC PA N     -   668,314.36  1,858,109.64   sFT  1.00000853   -0 16 07.2
 NC0976;UTM  17      - 4,653,707.912   735,533.407   MT  1.00028268   +1 54 13.7
 NC0976
 NC0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0976!SPC NY W     -   0.99989908  x   0.99995291  =   0.99985199
 NC0976!SPC PA N     -   0.99989908  x   1.00000853  =   0.99990761
 NC0976!UTM  17      -   0.99989908  x   1.00028268  =   1.00018173
 NC0976
 NC0976                          SUPERSEDED SURVEY CONTROL
 NC0976
 NC0976  NAD 83(1986)-  42 00 00.60719(N)    078 09 22.01229(W) AD(       ) 2
 NC0976  NAD 27      -  42 00 00.36843(N)    078 09 22.97894(W) AD(       ) 2
 NC0976  NGVD 29 (07/19/86)  675.4    (m)         2216.     (f) VERT ANG       
 NC0976
 NC0976.Superseded values are not recommended for survey control.
 NC0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0976.See file dsdata.txt to determine how the superseded data were derived.
 NC0976
 NC0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3553353708(NAD 83)
 NC0976
 NC0976  HISTORY     - Date     Condition        Report By
 NC0976  HISTORY     - 1967     MONUMENTED       CGS
 NC0976
 NC0976                          STATION DESCRIPTION
 NC0976
 NC0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 NC0976'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION WAPSENA
 NC0976'1967 TO BOUNDARY MONUMENT NO 143 M NY PA AND THE DISTANCE IS
 NC0976'SHOWN ABOVE.
 NC0976'
 NC0976'THE STATION IS LOCATED ON THE SOUTHEAST SLOPE OF A HIGH WOODED
 NC0976'HILL, ON THE NEW YORK-PENNSYLVANIA STATE LINE, ABOUT 5-1/2 MILES
 NC0976'EAST OF CERES, NEW YORK, 4-1/2 MILES SOUTH OF BOLIVAR, NEW YORK AND
 NC0976'3 MILES NORTHEAST OF SHINGLEHOUSE, PENNSYLVANIA.
 NC0976'
 NC0976'TO REACH THE STATION FROM THE POST OFFICE IN SHINGLEHOUSE,
 NC0976'PENNSYLVANIA, GO WEST AND NORTH ON STATE HIGHWAY 44 FOR 0.35
 NC0976'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO IN AN EASTERLY
 NC0976'DIRECTION ON HONEOYE STREET FOR 2.1 MILES TO A SIDE ROAD
 NC0976'LEFT.  TURN LEFT AND GO NORTH ON WAPSENA ROAD 366 (GRAVELED) FOR
 NC0976'1.6 MILES TO A CROSSROAD AT TOP OF A GRADE.  CONTINUE NORTH ON
 NC0976'THE GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NC0976'AND GO EAST ON A DIRT ROAD FOR 0.1 MILE TO A LOCKED CHAIN GATE.
 NC0976'PASS THROUGH THE GATE AND CONTINUE EAST ON THE DIRT ROAD FOR 0.4
 NC0976'MILE TO AN OLD ADANDONED PUMPING STATION ON THE LEFT.  CONTINUE
 NC0976'SOUTH, UPHILL, ON THE DIRT ROAD FOR 0.2 MILE TO A DIM SIDE ROAD
 NC0976'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.5 MILE TO A
 NC0976'SIDE ROAD LEFT.  TURN RIGHT, GO SOUTH ON A VERY STEEP AND
 NC0976'ROUGH TRACK ROAD FOR 0.25 MILE TO THE TOP OF THE HILL AND A
 NC0976'TRACK ROAD LEFT.  TURN AND GO NORTHEAST ON A TRACK ROAD,
 NC0976'PASSING TO THE LEFT OF A SMALL OIL TANK FOR ABOUT 50 YARDS TO A
 NC0976'DIM TRACK ROAD LEFT.  TURN LEFT AND GO NORTH ON THE DIM
 NC0976'TRACK ROAD FOR ABOUT 150 FEET TO THE END OF TRUCK TRAVEL.
 NC0976'FROM THIS POINT, PACK SOUTH-SOUTHEAST DOWN A VERY STEEP
 NC0976'HILL FOR ABOUT 360 FEET TO THE STATION.  (4-WHEEL DRIVE VEHICLE
 NC0976'REQUIRED)
 NC0976'
 NC0976'BOUNDARY MONUMENT NO. 143 M NY PA IS A 6 INCH SQUARE GRANITE POST
 NC0976'WHICH PROJECTS 2 INCHES ON THE NORTH SIDE AND 6 INCHES ON THE
 NC0976'SOUTH SIDE.  THE POST HAS THE INSCRIPTIONS ON ITS NORTH, SOUTH
 NC0976'AND EAST SIDES RESPECTIVELY NY PA AND 143 M.  THERE IS A CROSS
 NC0976'INSCRIBED ATOP THE POST WHICH REACHES FROM SIDE TO SIDE.  IT IS
 NC0976'5 FEET EAST OF A 10 INCH OAK TREE WHICH HAS A TRIANGULAR BLAZE
 NC0976'ON THE NORTH SIDE AND 4 FEET SOUTH OF A 10 INCH OAK TREE WHICH
 NC0976'HAS A TRIANGULAR BLAZE ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2687 ***********************************************************************
 OF2687  DESIGNATION -  BOUNTY
 OF2687  PID         -  OF2687
 OF2687  STATE/COUNTY-  NY/MONROE
 OF2687  USGS QUAD   -  ROCHESTER EAST (1978)
 OF2687
 OF2687                         *CURRENT SURVEY CONTROL
 OF2687  ___________________________________________________________________
 OF2687* NAD 83(1996)-  43 10 32.32726(N)    077 31 08.87939(W)     ADJUSTED  
 OF2687* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 OF2687  ___________________________________________________________________
 OF2687  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OF2687  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF2687
 OF2687  HORZ ORDER  -  THIRD
 OF2687
 OF2687.The horizontal coordinates were established by classical geodetic methods
 OF2687.and adjusted by the National Geodetic Survey in January 1999..
 OF2687
 OF2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2687
 OF2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2687
 OF2687.The geoid height was determined by GEOID03.
 OF2687
 OF2687;                    North         East     Units Scale Factor Converg.
 OF2687;SPC NY W     -   353,231.996   436,523.242   MT  1.00002956   +0 43 41.6
 OF2687;SPC NY W     - 1,158,895.31  1,432,160.00   sFT  1.00002956   +0 43 41.6
 OF2687;UTM  18      - 4,783,401.197   295,251.148   MT  1.00011573   -1 43 27.4
 OF2687
 OF2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2687!SPC NY W     -   0.99999371  x   1.00002956  =   1.00002327
 OF2687!UTM  18      -   0.99999371  x   1.00011573  =   1.00010944
 OF2687
 OF2687                          SUPERSEDED SURVEY CONTROL
 OF2687
 OF2687  NAD 83(1986)-  43 10 32.33478(N)    077 31 08.88024(W) AD(       ) 3
 OF2687  NGVD 29 (05/23/89)   76.0    (m)          249.     (f) VERT ANG       
 OF2687
 OF2687.Superseded values are not recommended for survey control.
 OF2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2687.See file dsdata.txt to determine how the superseded data were derived.
 OF2687
 OF2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9525183401(NAD 83)
 OF2687_MARKER: DD = SURVEY DISK
 OF2687_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OF2687_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OF2687_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OF2687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2687
 OF2687  HISTORY     - Date     Condition        Report By
 OF2687  HISTORY     - 1987     MONUMENTED       NOS
 OF2687
 OF2687                          STATION DESCRIPTION
 OF2687
 OF2687'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 OF2687'THE STATION IS LOCATED AT THE SOUTH END OF IRONDEQUOIT BAY AT BOUNTY
 OF2687'1384 EMPIRE BLVD, ROCHESTER, NY 14609, AND MANAGED BY MR JOHN
 OF2687'SHEILS.
 OF2687'
 OF2687'TO REACH THE STATION FROM BOUNTY MARINA, WALK FROM THE PARKING LOT
 OF2687'TOWARD THE NORTHWEST END OF THE PROPERTY, PAST THE WOOD FLOAT DOCK AND
 OF2687'PAST THE LAST TREE TO THE AREA OF THE STATION.
 OF2687'
 OF2687'THE STATION IS A NOS ALUMINUM DISK STAMPED---BOUNTY 1987---,SET
 OF2687'INTO THE TOP OF A MASS OF CONCRETE RECESSED 2 INCHES BELOW THE
 OF2687'GROUND SURFACE.  IT IS LOCATED IN A GRASSY AREA 1.9 METERS (6.2 FT)
 OF2687'SOUTH FROM THE WATERS EDGE, 29.68 METERS (97.36 FT) WEST SOUTHWEST
 OF2687'FROM SOUTHWEST CORNER OF THE RAMP, 24.50 METERS (80.37 FT) NORTHWEST
 OF2687'FROM A 24 INCH POPLAR TREE, 11.52 METERS (37.8 FT) WEST OF THE
 OF2687'LAST POPLAR OF A ROW OF 3 TREES, AND 9.20 METERS (30.18 FT) NORTHEAST
 OF2687'FROM A WOOD SIGN ATTACHED TO A WOOD POST.
 OF2687'
 OF2687'HEIGHT OF LIGHT SHOWN WAS 1.500 METERS ABOVE THE MARK.
 OF2687'DESCRIBED BY A EBADIRAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3873 ***********************************************************************
 LX3873  DESIGNATION -  BOUTONVILLE
 LX3873  PID         -  LX3873
 LX3873  STATE/COUNTY-  NY/WESTCHESTER
 LX3873  USGS QUAD   -  POUND RIDGE (1971)
 LX3873
 LX3873                         *CURRENT SURVEY CONTROL
 LX3873  ___________________________________________________________________
 LX3873* NAD 83(1996)-  41 14 43.22906(N)    073 34 24.51487(W)     ADJUSTED  
 LX3873* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 LX3873  ___________________________________________________________________
 LX3873  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 LX3873  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3873
 LX3873  HORZ ORDER  -  FIRST
 LX3873
 LX3873.The horizontal coordinates were established by classical geodetic methods
 LX3873.and adjusted by the National Geodetic Survey in January 1999..
 LX3873
 LX3873.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3873
 LX3873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3873
 LX3873.The geoid height was determined by GEOID03.
 LX3873
 LX3873;                    North         East     Units Scale Factor Converg.
 LX3873;SPC NY E     -   268,205.518   227,656.149   MT  0.99997419   +0 36 39.1
 LX3873;SPC NY E     -   879,937.60    746,901.88   sFT  0.99997419   +0 36 39.1
 LX3873;SPC CT       -   198,485.638   235,776.158   MT  0.99999573   -0 32 45.6
 LX3873;SPC CT       -   651,198.30    773,542.28   sFT  0.99999573   -0 32 45.6
 LX3873;UTM  18      - 4,566,973.980   619,528.491   MT  0.99977583   +0 56 26.1
 LX3873
 LX3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3873!SPC NY E     -   0.99996336  x   0.99997419  =   0.99993755
 LX3873!SPC CT       -   0.99996336  x   0.99999573  =   0.99995909
 LX3873!UTM  18      -   0.99996336  x   0.99977583  =   0.99973919
 LX3873
 LX3873:                Primary Azimuth Mark                     Grid Az
 LX3873:SPC NY E     -  RIDGEFIELD WATER CO S SPIPE              043 39 17.3
 LX3873:SPC CT       -  RIDGEFIELD WATER CO S SPIPE              044 48 42.0
 LX3873:UTM  18      -  RIDGEFIELD WATER CO S SPIPE              043 19 30.3
 LX3873
 LX3873|---------------------------------------------------------------------|
 LX3873| PID    Reference Object                     Distance      Geod. Az  |
 LX3873|                                                           dddmmss.s |
 LX3873| LX3826 RIDGEFIELD WATER CO S SPIPE         APPROX. 5.9 KM 0441556.4 |
 LX3873| CF2666 BOUTONVILLE RM 2                     37.641 METERS 08612     |
 LX3873| LX3807 BALD HILL RM 4                      APPROX. 8.7 KM 1134135.7 |
 LX3873| CB3922 CROSS RIV BOUTONVILLE LOT                          15540     |
 LX3873| LX3874 BOUTONVILLE RM 3                     49.381 METERS 15543     |
 LX3873| LX3844 HOLLY                               APPROX. 6.5 KM 3065208.1 |
 LX3873| CF2665 BOUTONVILLE RM 1                     26.233 METERS 35806     |
 LX3873|---------------------------------------------------------------------|
 LX3873
 LX3873                          SUPERSEDED SURVEY CONTROL
 LX3873
 LX3873  NAD 83(1996)-  41 14 43.22932(N)    073 34 24.51495(W) AD(       ) 1
 LX3873  NAD 83(1992)-  41 14 43.22860(N)    073 34 24.51475(W) AD(       ) 1
 LX3873  NAD 83(1986)-  41 14 43.23080(N)    073 34 24.51546(W) AD(       ) 1
 LX3873  NAD 27      -  41 14 42.88740(N)    073 34 26.05989(W) AD(       ) 1
 LX3873  NGVD 29 (07/19/86)  264.0    (m)          866.     (f) VERT ANG       
 LX3873
 LX3873.Superseded values are not recommended for survey control.
 LX3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3873.See file dsdata.txt to determine how the superseded data were derived.
 LX3873
 LX3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1952866974(NAD 83)
 LX3873_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3873_SETTING: 66 = SET IN ROCK OUTCROP
 LX3873
 LX3873  HISTORY     - Date     Condition        Report By
 LX3873  HISTORY     - 1935     MONUMENTED       CGS
 LX3873  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX3873  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX3873  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX3873  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3873
 LX3873                          STATION DESCRIPTION
 LX3873
 LX3873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RC)
 LX3873'ON THE POUNDRIDGE RESERVATION (PROPERTY WESTCHESTER COUNTY
 LX3873'PARK COMM.).  ATOP HIGH ROCKY POINT.  ABOUT 162 FEET NORTHWEST
 LX3873'FROM FIRE TOWER, UNDER WHICH IS THE U.S. ARMY STATION.
 LX3873'
 LX3873'NOTE--CHURCH SPIRE IS IN NORTH SALEM, REFERENCE MARK NO.3 IS
 LX3873'THE U.S. ARMY STATION.  (BOUTONVILLE.)
 LX3873'
 LX3873'STATION AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN
 LX3873'CONCRETE AS DESCRIBED IN NOTES 2 AND 12A.
 LX3873
 LX3873                          STATION RECOVERY (1935)
 LX3873
 LX3873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (DBM)
 LX3873'RECOVERED SUBSTANTIALLY AS DESCRIBED AS FOLLOWS--
 LX3873'
 LX3873'POUNDRIDGE, 2.75 MILES NORTH OF.  ON THE POUNDRIDGE RESERVATION
 LX3873'0.7 MILE WEST OF ROUTE 124 ON SUMMIT OF HILL.  A 75 FT. STEEL
 LX3873'OBSERVATION TOWER, WITH GLASS ENCLOSURE ON TOP.  POINT IS
 LX3873'CENTER LINE OF TOWER, MARKED BY U.S.E. MAP CONTROL STATION DISK
 LX3873'SET IN ROCK OUTCROP BENEATH TOWER.  FROM CROSS RIVER, AT OLD
 LX3873'BRICK TAVERN ON ROUTE NO.121 A DIRT ROAD LEADS E. TO
 LX3873'RESERVATION HEADQUARTERS ANOTHER ROAD LEADS S.W. FROM
 LX3873'RESERVATION HEADQUARTERS TO TOWER.  THIS ROAD PASSABLE BY
 LX3873'LIGHT TRUCK OR CAR.
 LX3873
 LX3873                          STATION RECOVERY (1964)
 LX3873
 LX3873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX3873'STATION WAS RECOVERED IN GOOD CONDITION.  SET IN LEDGE ROCK
 LX3873'ATOP A HIGH MOUNTAIN WITHIN THE BOUNDARY OF WARD POUND RIDGE
 LX3873'RESERVATION, A WESTCHESTER CO., N.Y. PUBLIC PARK.
 LX3873'
 LX3873'THIS STATION MAY BE DRIVEN TO WITH ALMOST ANY VEHICLE.  FROM
 LX3873'THE INTERSECTION OF RTS. 35 AND 121, GO SOUTH ON 121 A SHORT
 LX3873'DISTANCE TO THE ENTRANCE OF THE RESERVATION.  OBTAIN PERMISSION
 LX3873'TO ENTER AND DIRECTIONS TO THE FIRE OBSERVATION TOWER.  A DIRT
 LX3873'ROAD THROUGH THE PICNIC AREA LEADS DIRECTLY TO THE TOWER.
 LX3873'BENEATH THIS TOWER IS A U.S. ARMY CORPS OF ENGRS. TRIANGULATION
 LX3873'STATION.  FROM THIS STATION GO NW 162.011 FEET TO THE
 LX3873'STATION STATION BEING DESCRIBED.
 LX3873
 LX3873                          STATION RECOVERY (1966)
 LX3873
 LX3873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3873'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 (USE) WERE
 LX3873'RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO
 LX3873'REFERENCE MARK NO.3 (USE) COULD NOT BE CHECKED DUE TO A FRAME
 LX3873'BUILDING ON LINE.  A NEW DESCRIPTION FOLLOWS--
 LX3873'
 LX3873'THE STATION IS LOCATED ON THE PROPERTY OF THE COUNTY OF
 LX3873'WESTCHESTER ON A HIGH HILL AT THE SITE OF THE CROSS RIVER,
 LX3873'BOUTONVILLE, LOOKOUT TOWER ON THE WARD POUND RIDGE RESERVATION,
 LX3873'ABOUT 2-1/2 MILES NORTH OF POUND RIDGE AND 2.1 MILES SOUTHWEST
 LX3873'OF SOUTH SALEM AND 2 MILES SOUTHEAST OF CROSS RIVER.
 LX3873'
 LX3873'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35
 LX3873'AND 121 IN CROSS RIVER, GO SOUTH ON STATE HIGHWAY 121 FOR 0.05
 LX3873'MILE TO A SIDE ROAD LEFT, JUST SOUTH OF A BRIDGE, TURN LEFT AND
 LX3873'GO EAST ON ROAD THROUGH WARD POUND RIDGE RESERVATION FOR 0.7
 LX3873'MILE TO A CROSSROAD AND A SMALL GROUP OF BUILDINGS.  CONTINUE
 LX3873'STRAIGHT AHEAD AND GO 0.7 MILE TO A SIDE ROAD RIGHT, JUST PAST
 LX3873'A HOUSE ON LEFT AND A STONE HOUSE ON RIGHT.  TURN RIGHT AND GO
 LX3873'TO A CHAIN GATE, PASS THROUGH AND CONTINUE, UPHILL, ON A
 LX3873'GRADED ROAD FOR 0.4 MILE TO A CROSSROAD ON TOP OF RIDGE AND
 LX3873'PICNIC AREA ON LEFT.  TURN LEFT AND GO 0.05 MILE, THEN
 LX3873'LEFT AGAIN AND GO 0.05 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 LX3873'STRAIGHT AHEAD ON BLADED ROAD AND GO 1.0 MILE TO THE STATION
 LX3873'ON THE RIGHT, JUST BEFORE REACHING THE LOOKOUT TOWER AT THE
 LX3873'END OF THE ROAD.
 LX3873'
 LX3873'THE STATION MARK IS A WESTCHESTER COUNTY CONTROL SURVEY DISK,
 LX3873'UNSTAMPED, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 LX3873'IS 82 FEET WEST OF THE BLADED ROAD, 51.6 FEET NORTH OF THE
 LX3873'NORTH CORNER OF A FRAME BUILDING AND 8.2 FEET SOUTH OF SOUTH
 LX3873'EDGE OF THE NORTH CONCRETE FOOTING.
 LX3873'
 LX3873'REFERENCE MARK NO.1 IS A WESTCHESTER COUNTY CONTROL SURVEY
 LX3873'REFERENCE MARK DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN
 LX3873'OUTCROPPING BEDROCK WHICH PROJECTS 2-1/2 FEET ON THE SOUTH
 LX3873'SIDE.  IT IS 10.8 FEET WEST OF A TELEPHONE POLE AND ABOUT 1-1/2
 LX3873'FEET HIGHER THAN THE STATION MARK.
 LX3873'
 LX3873'REFERENCE MARK NO.2 IS A WESTCHESTER COUNTY CONTROL SURVEY
 LX3873'REFERENCE MARK DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN
 LX3873'OUTCROPPING BEDROCK.  IT IS 42 FEET EAST OF THE CENTER OF THE
 LX3873'BLADED ROAD AND ABOUT 2 FEET LOWER THAN THE STATION MARK.
 LX3873'
 LX3873'REFERENCE MARK NO.3 IS A U.S. ARMY CORPS OF ENGINEERS MAP
 LX3873'CONTROL STATION DISK, SET IN THE TOP OF A 6-INCH SQUARE
 LX3873'CONCRETE MONUMENT WHICH IS SURROUNDED BY CONCRETE WHICH FILLS
 LX3873'IN A CRACK IN THE BEDROCK.  IT IS UNDER THE CENTER OF THE
 LX3873'LOOKOUT TOWER.
 LX3873'
 LX3873'HEIGHT OF LIGHT ABOVE STATION MARK 87.8 FEET.
 LX3873
 LX3873                          STATION RECOVERY (1975)
 LX3873
 LX3873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3873'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX3873'1966.  STATION MARK SETS IN THE MIDDLE OF 3 CONCRETE, TOWER
 LX3873'BASES, 8.2 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH ONE.  RM 1
 LX3873'IS 3 FEET NORTH FROM EDGE OF 3-FOOT LEDGE.  VIEW FROM STATION
 LX3873'IS BLOCKED BY TREES AND A 50-FOOT TOWER WOULD BE NEEDED.
 LX3873'
 LX3873'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX3873'
 LX3873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3873'2-1/2 MILES NORTH OF POUND RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3836 ***********************************************************************
 LX3836  DESIGNATION -  BOUTONVILLE AZ MK 1
 LX3836  PID         -  LX3836
 LX3836  STATE/COUNTY-  NY/WESTCHESTER
 LX3836  USGS QUAD   -  PEACH LAKE (1984)
 LX3836
 LX3836                         *CURRENT SURVEY CONTROL
 LX3836  ___________________________________________________________________
 LX3836* NAD 83(1996)-  41 15 39.45900(N)    073 33 56.44919(W)     ADJUSTED  
 LX3836* NAVD 88     -       134.     (meters)     440.     (feet)  VERTCON   
 LX3836  ___________________________________________________________________
 LX3836  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 LX3836  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3836
 LX3836  HORZ ORDER  -  SECOND
 LX3836
 LX3836.The horizontal coordinates were established by classical geodetic methods
 LX3836.and adjusted by the National Geodetic Survey in January 1999..
 LX3836
 LX3836.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3836
 LX3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3836
 LX3836.The geoid height was determined by GEOID03.
 LX3836
 LX3836;                    North         East     Units Scale Factor Converg.
 LX3836;SPC NY E     -   269,947.046   228,290.924   MT  0.99997541   +0 36 58.3
 LX3836;SPC NY E     -   885,651.27    748,984.47   sFT  0.99997541   +0 36 58.3
 LX3836;UTM  18      - 4,568,718.787   620,153.109   MT  0.99977767   +0 56 45.7
 LX3836
 LX3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3836!SPC NY E     -   0.99998374  x   0.99997541  =   0.99995915
 LX3836!UTM  18      -   0.99998374  x   0.99977767  =   0.99976141
 LX3836
 LX3836                          SUPERSEDED SURVEY CONTROL
 LX3836
 LX3836  NAD 83(1996)-  41 15 39.45925(N)    073 33 56.44924(W) AD(       ) 2
 LX3836  NAD 83(1992)-  41 15 39.45854(N)    073 33 56.44905(W) AD(       ) 2
 LX3836  NAD 83(1986)-  41 15 39.46076(N)    073 33 56.44985(W) AD(       ) 2
 LX3836  NAD 27      -  41 15 39.12013(N)    073 33 57.99369(W) AD(       ) 2
 LX3836  NGVD 29 (07/19/86)  134.     (m)          440.     (f) VERT ANG       
 LX3836
 LX3836.Superseded values are not recommended for survey control.
 LX3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3836.See file dsdata.txt to determine how the superseded data were derived.
 LX3836
 LX3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2015368719(NAD 83)
 LX3836_MARKER: DD = SURVEY DISK
 LX3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3836
 LX3836  HISTORY     - Date     Condition        Report By
 LX3836  HISTORY     - 1964     MONUMENTED       NY-119
 LX3836
 LX3836                          STATION DESCRIPTION
 LX3836
 LX3836'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX3836'STATION BOUTONVILLE AZ 1 IS A DRILL CENTER MK. HOLE IN A STANDARD
 LX3836'BRONZE DISC LOCATED ON THE WESTERLY SIDE OF ROUTE 124 IN THE TOWN OF
 LX3836'POUND RIDGE.
 LX3836'
 LX3836'THIS DISC IS SET IN A CONCRETE MONUMENT ABOUT 3.5 FT DEEP AND
 LX3836'15 IN IN DIAMETER, WITH A SQUARED HEAD 10 IN X 10 IN
 LX3836'
 LX3836'FROM THE INTERSECTION OF ROUTES 124 AND 35 TOWN OF LEWISBORO, GO
 LX3836'SOUTHERLY ON ROUTE 124, 1.4 + OR - MILES TO AN OPEN STRETCH OF
 LX3836'ROAD ON THE RIGHT SIDE BEING LANDS OF WARD POUND RIDGE RESERVATION.
 LX3836'
 LX3836'THIS DISC WAS STAMPED BOUTONVILLE AZ-1 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3887 ***********************************************************************
 LX3887  DESIGNATION -  BOUTONVILLE AZ MK 2
 LX3887  PID         -  LX3887
 LX3887  STATE/COUNTY-  NY/WESTCHESTER
 LX3887  USGS QUAD   -  POUND RIDGE (1971)
 LX3887
 LX3887                         *CURRENT SURVEY CONTROL
 LX3887  ___________________________________________________________________
 LX3887* NAD 83(1996)-  41 13 33.52632(N)    073 33 50.04451(W)     ADJUSTED  
 LX3887* NAVD 88     -       197.6    (meters)     648.     (feet)  VERTCON   
 LX3887  ___________________________________________________________________
 LX3887  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 LX3887  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3887
 LX3887  HORZ ORDER  -  SECOND
 LX3887
 LX3887.The horizontal coordinates were established by classical geodetic methods
 LX3887.and adjusted by the National Geodetic Survey in January 1999..
 LX3887
 LX3887.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3887
 LX3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3887
 LX3887.The geoid height was determined by GEOID03.
 LX3887
 LX3887;                    North         East     Units Scale Factor Converg.
 LX3887;SPC NY E     -   266,063.996   228,481.848   MT  0.99997578   +0 37 01.0
 LX3887;SPC NY E     -   872,911.63    749,610.86   sFT  0.99997578   +0 37 01.0
 LX3887;UTM  18      - 4,564,837.667   620,366.333   MT  0.99977831   +0 56 47.6
 LX3887
 LX3887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3887!SPC NY E     -   0.99997372  x   0.99997578  =   0.99994950
 LX3887!UTM  18      -   0.99997372  x   0.99977831  =   0.99975204
 LX3887
 LX3887                          SUPERSEDED SURVEY CONTROL
 LX3887
 LX3887  NAD 83(1996)-  41 13 33.52657(N)    073 33 50.04462(W) AD(       ) 2
 LX3887  NAD 83(1992)-  41 13 33.52586(N)    073 33 50.04442(W) AD(       ) 2
 LX3887  NAD 83(1986)-  41 13 33.52811(N)    073 33 50.04506(W) AD(       ) 2
 LX3887  NAD 27      -  41 13 33.18339(N)    073 33 51.59152(W) AD(       ) 2
 LX3887  NGVD 29 (07/19/86)  197.9    (m)          649.     (f) VERT ANG       
 LX3887
 LX3887.Superseded values are not recommended for survey control.
 LX3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3887.See file dsdata.txt to determine how the superseded data were derived.
 LX3887
 LX3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2036664838(NAD 83)
 LX3887_MARKER: DD = SURVEY DISK
 LX3887_SETTING: 0 = UNSPECIFIED SETTING
 LX3887
 LX3887  HISTORY     - Date     Condition        Report By
 LX3887  HISTORY     - 1965     MONUMENTED       NY-119
 LX3887
 LX3887                          STATION DESCRIPTION
 LX3887
 LX3887'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX3887'STATION BOUTONVILLE AZ-2 IS A STANDARD W.C.C.S. DISC SET IN
 LX3887'LEDGE ROCK ON THE EASTERLY SIDE OF ROUTE 124 IN THE TOWN OF
 LX3887'POUND RIDGE
 LX3887'
 LX3887'FROM THE INTERSECTION OF POUND RIDGE RD AND RT 124 GO NORTH
 LX3887'ON ROUTE 124, 1.5 MILES TO AN OPEN FIELD ON THE EASTERLY SIDE
 LX3887'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3863 ***********************************************************************
 LX3863  DESIGNATION -  BOUTONVILLE AZ MK 3
 LX3863  PID         -  LX3863
 LX3863  STATE/COUNTY-  NY/WESTCHESTER
 LX3863  USGS QUAD   -  CROTON FALLS (1981)
 LX3863
 LX3863                         *CURRENT SURVEY CONTROL
 LX3863  ___________________________________________________________________
 LX3863* NAD 83(1996)-  41 15 52.10942(N)    073 39 57.23538(W)     ADJUSTED  
 LX3863* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 LX3863  ___________________________________________________________________
 LX3863  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 LX3863  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX3863
 LX3863  HORZ ORDER  -  SECOND
 LX3863
 LX3863.The horizontal coordinates were established by classical geodetic methods
 LX3863.and adjusted by the National Geodetic Survey in January 1999..
 LX3863
 LX3863.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3863
 LX3863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3863
 LX3863.The geoid height was determined by GEOID03.
 LX3863
 LX3863;                    North         East     Units Scale Factor Converg.
 LX3863;SPC NY E     -   270,251.798   219,889.336   MT  0.99996009   +0 33 00.5
 LX3863;SPC NY E     -   886,651.11    721,420.26   sFT  0.99996009   +0 33 00.5
 LX3863;UTM  18      - 4,568,975.118   611,751.604   MT  0.99975369   +0 52 47.9
 LX3863
 LX3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3863!SPC NY E     -   0.99998865  x   0.99996009  =   0.99994874
 LX3863!UTM  18      -   0.99998865  x   0.99975369  =   0.99974234
 LX3863
 LX3863                          SUPERSEDED SURVEY CONTROL
 LX3863
 LX3863  NAD 83(1996)-  41 15 52.10974(N)    073 39 57.23543(W) AD(       ) 2
 LX3863  NAD 83(1992)-  41 15 52.10903(N)    073 39 57.23524(W) AD(       ) 2
 LX3863  NAD 83(1986)-  41 15 52.11089(N)    073 39 57.23623(W) AD(       ) 2
 LX3863  NAD 27      -  41 15 51.77021(N)    073 39 58.77016(W) AD(       ) 2
 LX3863  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 LX3863
 LX3863.Superseded values are not recommended for survey control.
 LX3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3863.See file dsdata.txt to determine how the superseded data were derived.
 LX3863
 LX3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1175268975(NAD 83)
 LX3863_MARKER: DD = SURVEY DISK
 LX3863_SETTING: 0 = UNSPECIFIED SETTING
 LX3863
 LX3863  HISTORY     - Date     Condition        Report By
 LX3863  HISTORY     - 1964     MONUMENTED       NY-119
 LX3863
 LX3863                          STATION DESCRIPTION
 LX3863
 LX3863'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX3863'STATION BOUTONVILLE AZ 3 IS A DRILL HOLE IN A STANDARD BRONZE
 LX3863'DISK SET IN A CONCRETE MOUNUMENT ON THE SOUTHERLY SIDE OF THE
 LX3863'DAM LOCATED AT THE WESTERLY END OF CROSS RIVER RESERVOIR.
 LX3863'
 LX3863'FROM THE INTERSECTION OF RT 35 AND SAW MILL RIVER PKWY GO
 LX3863'EASTERLY ON RT 35 1.36 MILES TO MT HOLLY RD TURN RIGHT
 LX3863'(SOUTHERLY) AND GO 0.32 MILES TO THE SOUTHERLY END OF THE DAM.
 LX3863'
 LX3863'THIS DISC STAMPED WESTCHESTER CO. CONTROL SURVEY WAS SET IN A
 LX3863'CONCRETE MONUMENT FORMED BY POURING CONCRETE INTO A HOLE 3.5 FT
 LX3863'DEEP AND 15 IN IN DIAMETER.
 LX3863'
 LX3863'THIS DISC WAS STAMPED BOUTONVILLE AZ-3 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3874 ***********************************************************************
 LX3874  DESIGNATION -  BOUTONVILLE RM 3
 LX3874  PID         -  LX3874
 LX3874  STATE/COUNTY-  NY/WESTCHESTER
 LX3874  USGS QUAD   -  POUND RIDGE (1971)
 LX3874
 LX3874                         *CURRENT SURVEY CONTROL
 LX3874  ___________________________________________________________________
 LX3874* NAD 83(1996)-  41 14 41.77006(N)    073 34 23.64245(W)     ADJUSTED  
 LX3874* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 LX3874  ___________________________________________________________________
 LX3874  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 LX3874  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3874
 LX3874  HORZ ORDER  -  FIRST
 LX3874
 LX3874.The horizontal coordinates were established by classical geodetic methods
 LX3874.and adjusted by the National Geodetic Survey in January 1999..
 LX3874
 LX3874.The orthometric height was scaled from a topographic map.
 LX3874
 LX3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3874
 LX3874.The geoid height was determined by GEOID03.
 LX3874
 LX3874;                    North         East     Units Scale Factor Converg.
 LX3874;SPC NY E     -   268,160.728   227,676.941   MT  0.99997423   +0 36 39.7
 LX3874;SPC NY E     -   879,790.66    746,970.10   sFT  0.99997423   +0 36 39.7
 LX3874;SPC CT       -   198,440.437   235,796.042   MT  0.99999577   -0 32 45.1
 LX3874;SPC CT       -   651,050.00    773,607.51   sFT  0.99999577   -0 32 45.1
 LX3874;UTM  18      - 4,566,929.320   619,549.536   MT  0.99977589   +0 56 26.7
 LX3874
 LX3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3874!SPC NY E     -   0.99996320  x   0.99997423  =   0.99993743
 LX3874!SPC CT       -   0.99996320  x   0.99999577  =   0.99995897
 LX3874!UTM  18      -   0.99996320  x   0.99977589  =   0.99973910
 LX3874
 LX3874                          SUPERSEDED SURVEY CONTROL
 LX3874
 LX3874  NAD 83(1996)-  41 14 41.77031(N)    073 34 23.64253(W) AD(       ) 1
 LX3874  NAD 83(1992)-  41 14 41.76960(N)    073 34 23.64233(W) AD(       ) 1
 LX3874  NAD 83(1986)-  41 14 41.77187(N)    073 34 23.64308(W) AD(       ) 1
 LX3874  NAD 27      -  41 14 41.42865(N)    073 34 25.18673(W) AD(       ) 1
 LX3874
 LX3874.Superseded values are not recommended for survey control.
 LX3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3874.See file dsdata.txt to determine how the superseded data were derived.
 LX3874
 LX3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1955066929(NAD 83)
 LX3874
 LX3874  HISTORY     - Date     Condition        Report By
 LX3874  HISTORY     - 1966     MONUMENTED       CGS
 LX3874
 LX3874                          STATION DESCRIPTION
 LX3874
 LX3874'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3874'THE POINT INTERSECTED WAS THE APEX OF THE STANDARD FIRE LOOKOUT
 LX3874'TOWER.  THE TOWER IS CONSTRUCTED OF METAL AND IS ABOUT 82 FEET
 LX3874'IN HEIGHT.
 LX3874'
 LX3874'THE FIRE TOWER IS LOCATED ON THE HIGHEST POINT OF THE WARD
 LX3874'POUND RIDGE RESERVATION ABOUT 2-1/2 MILES NORTH OF POUND RIDGE
 LX3874'AND 2.0 MILES EAST OF CROSS RIVER RESERVOIR.
 LX3874'
 LX3874'FOR THE ROUTE TO THE STATION SEE THE DESCRIPTION FOR
 LX3874'TRIANGULATION STATION BOUTONVILLE (WCCS) 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2432 ***********************************************************************
 OF2432  DESIGNATION -  BOWEN
 OF2432  PID         -  OF2432
 OF2432  STATE/COUNTY-  NY/MONROE
 OF2432  USGS QUAD   -  CLIFTON (1971)
 OF2432
 OF2432                         *CURRENT SURVEY CONTROL
 OF2432  ___________________________________________________________________
 OF2432* NAD 83(1996)-  43 04 36.28265(N)    077 48 09.93472(W)     ADJUSTED  
 OF2432* NAVD 88     -       184.6    (meters)     606.     (feet)  VERTCON   
 OF2432  ___________________________________________________________________
 OF2432  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF2432  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OF2432
 OF2432  HORZ ORDER  -  FIRST
 OF2432
 OF2432.The horizontal coordinates were established by classical geodetic methods
 OF2432.and adjusted by the National Geodetic Survey in January 1999..
 OF2432
 OF2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2432
 OF2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2432
 OF2432.The geoid height was determined by GEOID03.
 OF2432
 OF2432;                    North         East     Units Scale Factor Converg.
 OF2432;SPC NY W     -   341,991.122   413,565.623   MT  0.99998719   +0 31 59.3
 OF2432;SPC NY W     - 1,122,015.87  1,356,839.88   sFT  0.99998719   +0 31 59.3
 OF2432;UTM  18      - 4,773,150.377   271,829.962   MT  1.00024050   -1 54 54.2
 OF2432
 OF2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2432!SPC NY W     -   0.99997656  x   0.99998719  =   0.99996375
 OF2432!UTM  18      -   0.99997656  x   1.00024050  =   1.00021705
 OF2432
 OF2432|---------------------------------------------------------------------|
 OF2432| PID    Reference Object                     Distance      Geod. Az  |
 OF2432|                                                           dddmmss.s |
 OF2432| CZ4119 BOWEN RM 1                           24.228 METERS 08222     |
 OF2432| CZ4118 BOWEN AZ MK                                        1112431.6 |
 OF2432| CZ4120 BOWEN RM 2                           22.904 METERS 28828     |
 OF2432|---------------------------------------------------------------------|
 OF2432
 OF2432                          SUPERSEDED SURVEY CONTROL
 OF2432
 OF2432  NAD 83(1986)-  43 04 36.28954(N)    077 48 09.93285(W) AD(       ) 1
 OF2432  NAD 27      -  43 04 36.06743(N)    077 48 10.90737(W) AD(       ) 1
 OF2432  NGVD 29 (07/19/86)  184.8    (m)          606.     (f) VERT ANG       
 OF2432
 OF2432.Superseded values are not recommended for survey control.
 OF2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2432.See file dsdata.txt to determine how the superseded data were derived.
 OF2432
 OF2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7183073150(NAD 83)
 OF2432_MARKER: DS = TRIANGULATION STATION DISK
 OF2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2432
 OF2432  HISTORY     - Date     Condition        Report By
 OF2432  HISTORY     - 1969     MONUMENTED       CGS
 OF2432  HISTORY     - 1977     GOOD             NY-055
 OF2432
 OF2432                          STATION DESCRIPTION
 OF2432
 OF2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2432'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF CHURCHVILLE,
 OF2432'4-1/4 MILES NORTHWEST OF SCOTTSVILLE, 3-1/4 MILES SOUTH OF
 OF2432'NORTH CHILI, 1-1/4 SOUTH OF WEST CHILI, ON A HIGH POINT IN AN
 OF2432'OLD FIELD AND ON PROPERTY OWNED BY MONROE COUNTY.
 OF2432'
 OF2432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33A
 OF2432'AND 259 (CHILI AVENUE AND UNION STREET) IN THE SMALL VILLAGE OF
 OF2432'WEST CHILI, (HIGHWAY 259 ENDS AT THIS POINT) GO SOUTH ON UNION
 OF2432'STREET FOR 1.15 MILES TO A SIDE ROAD LEFT (BOWEN ROAD).  (TO REACH
 OF2432'THE AZ MK FROM HERE CONTINUE SOUTH ON UNION STREET FOR 0.15 MILE
 OF2432'TO MARK ON RIGHT AS DESCRIBED).  TURN RIGHT AND GO WEST ON A
 OF2432'FIELD ROAD JUST SOUTH OF AN EAST-WEST HEDGE ROW FOR 0.35 MILE
 OF2432'TO TOP OF A RIDGE AND A TRIANGULAR BLAZED MAPLE TREE ON RIGHT
 OF2432'IN HEDGE ROW AND STATION AS DESCRIBED.
 OF2432'
 OF2432'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF2432'
 OF2432'STATION MARK, STAMPED BOWEN 1969 IS SET ABOUT 15 INCHES BELOW
 OF2432'THE GROUND SURFACE.  IT IS 190 FEET WEST-SOUTHWEST OF A TRIPLE
 OF2432'TRUNKED TREE (EACH TRUNK IS ABOUT 30 INCHES IN DIAMETER), 81
 OF2432'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 74 FEET
 OF2432'EAST-SOUTHEAST OF A METAL WITNESS POST, 31 FEET SOUTH OF CENTER
 OF2432'OF THE EAST-WEST HEDGE ROW AND 29 FEET SOUTHEAST OF A 12-INCH
 OF2432'TRIANGLE BLAZED MAPLE TREE.
 OF2432'
 OF2432'RM 1, STAMPED BOWEN NO 1 1969 PROJECTS ABOUT 2 INCHES ABOVE THE
 OF2432'GROUND SURFACE.  IT IS 112 FEET WEST OF THE LARGE TRIPLE TRUNKED
 OF2432'TREE, 18 FEET SOUTH OF CENTER OF THE HEDGE ROW AND 2 FEET WEST OF
 OF2432'A METAL WITNESS POST.
 OF2432'
 OF2432'RM 2, STAMPED BOWEN NO 2 1969 PROJECTS ABOUT 3 INCHES ABOVE THE
 OF2432'GROUND SURFACE.  IT IS 59 FEET WEST-SOUTHWEST OF THE 12-INCH
 OF2432'TRIANGLE BLAZED MAPLE TREE, 15 FEET SOUTH OF CENTER OF THE HEDGE
 OF2432'ROW AND 2.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 OF2432'
 OF2432'AZ MK, STAMPED BOWEN 1969 PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 OF2432'SURFACE.  IT IS 31 FEET WEST OF CENTER OF UNION STREET, 16 FEET
 OF2432'NORTH OF AN ENTRANCE TO A FIELD, 16 FEET SOUTHWEST OF A
 OF2432'TELEPHONE POLE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 OF2432'
 OF2432'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO ABOUT 20 FEET
 OF2432'DIFFERENCE IN ELEVATION.
 OF2432'
 OF2432'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OF2432
 OF2432                          STATION RECOVERY (1977)
 OF2432
 OF2432'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2432'BOWEN RECOVERED IN GOOD CONDITION.
 OF2432'
 OF2432'BOWEN AZ MK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0428 ***********************************************************************
 NC0428  DESIGNATION -  BOWEN USLS
 NC0428  PID         -  NC0428
 NC0428  STATE/COUNTY-  NY/ERIE
 NC0428  USGS QUAD   -  ANGOLA (1960)
 NC0428
 NC0428                         *CURRENT SURVEY CONTROL
 NC0428  ___________________________________________________________________
 NC0428* NAD 83(1986)-  42 41 40.     (N)    079 01 32.     (W)     SCALED    
 NC0428* NAVD 88     -       182.673  (meters)     599.32   (feet)  ADJUSTED  
 NC0428  ___________________________________________________________________
 NC0428  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC0428  DYNAMIC HT  -         182.620 (meters)     599.15  (feet)  COMP
 NC0428  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 NC0428
 NC0428  VERT ORDER  -  FIRST     CLASS 0
 NC0428
 NC0428.The horizontal coordinates were scaled from a topographic map and have
 NC0428.an estimated accuracy of +/- 6 seconds.
 NC0428
 NC0428.The orthometric height was determined by differential leveling
 NC0428.and adjusted by the National Geodetic Survey in June 1991..
 NC0428
 NC0428.The geoid height was determined by GEOID03.
 NC0428
 NC0428.The dynamic height is computed by dividing the NAVD 88
 NC0428.geopotential number by the normal gravity value computed on the
 NC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0428.degrees latitude (g = 980.6199 gals.).
 NC0428
 NC0428.The modeled gravity was interpolated from observed gravity values.
 NC0428
 NC0428;                    North         East    Units  Estimated Accuracy
 NC0428;SPC NY W     -   299,320.      313,770.      MT  (+/- 180 meters Scaled)
 NC0428
 NC0428                          SUPERSEDED SURVEY CONTROL
 NC0428
 NC0428  NGVD 29 (??/??/92)  182.802  (m)          599.74   (f) ADJ UNCH    1 0
 NC0428
 NC0428.Superseded values are not recommended for survey control.
 NC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0428.See file dsdata.txt to determine how the superseded data were derived.
 NC0428
 NC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH617287(NAD 83)
 NC0428_MARKER: DB = BENCH MARK DISK
 NC0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0428_SP_SET: PILLAR
 NC0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0428
 NC0428  HISTORY     - Date     Condition        Report By
 NC0428  HISTORY     - UNK      MONUMENTED       USLS
 NC0428  HISTORY     - 1970     GOOD             USLS
 NC0428  HISTORY     - 1977     GOOD             NGS
 NC0428
 NC0428                          STATION DESCRIPTION
 NC0428
 NC0428'DESCRIBED BY US LAKE SURVEY 1970
 NC0428'IN STURGEON POINT.
 NC0428'IS IN ERIE COUNTY, NEW YORK, NORTHEASTERLY OF STURGEON POINT, ABOUT
 NC0428'2.4 MILES SOUTHWEST OF BRIDGE OVER EIGHTEEN MILE CREEK, 0.9 MILE
 NC0428'NORTHEAST O INTERSECTION OF STURGEON POINT RD., AND LAKE SHORE RD, AT
 NC0428'THE NORTHEAST END OF THE BOWEN PROPERTY, 67.3 FEET NORTHEAST OF
 NC0428'NORTHEAST ENTRANCE PILLAR, 49.1 FEET NORTHWEST OF UTILITY POLE NO. NM
 NC0428'3501, 24 FEET NORTH OF CENTERLINE OF LAKE SHORE RD., 1.3 FEET
 NC0428'SOUTHWEST OF EAST CORNER OF 2 X 2 X 6 FOOT CONCRETE PEBBLE PILLAR, 4
 NC0428'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 NC0428'SET INTO THE SOUTH FACE OF PILLAR.
 NC0428
 NC0428                          STATION RECOVERY (1977)
 NC0428
 NC0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1180 ***********************************************************************
 NC1180  DESIGNATION -  BOWENS
 NC1180  PID         -  NC1180
 NC1180  STATE/COUNTY-  NY/ERIE
 NC1180  USGS QUAD   -  ORCHARD PARK (1965)
 NC1180
 NC1180                         *CURRENT SURVEY CONTROL
 NC1180  ___________________________________________________________________
 NC1180* NAD 83(1996)-  42 59 28.98174(N)    078 43 59.47921(W)     ADJUSTED  
 NC1180* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 NC1180  ___________________________________________________________________
 NC1180  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 NC1180  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 NC1180
 NC1180  HORZ ORDER  -  FIRST
 NC1180
 NC1180.The horizontal coordinates were established by classical geodetic methods
 NC1180.and adjusted by the National Geodetic Survey in January 1999..
 NC1180
 NC1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1180
 NC1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1180
 NC1180.The geoid height was determined by GEOID03.
 NC1180
 NC1180;                    North         East     Units Scale Factor Converg.
 NC1180;SPC NY W     -   332,223.792   337,779.706   MT  0.99993934   -0 06 07.9
 NC1180;SPC NY W     - 1,089,970.89  1,108,198.92   sFT  0.99993934   -0 06 07.9
 NC1180;UTM  17      - 4,762,351.318   684,793.329   MT  1.00002011   +1 32 46.1
 NC1180
 NC1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1180!SPC NY W     -   0.99997656  x   0.99993934  =   0.99991590
 NC1180!UTM  17      -   0.99997656  x   1.00002011  =   0.99999667
 NC1180
 NC1180|---------------------------------------------------------------------|
 NC1180| PID    Reference Object                     Distance      Geod. Az  |
 NC1180|                                                           dddmmss.s |
 NC1180| CZ9762 BOWENS RM 1                          27.135 METERS 12010     |
 NC1180| CZ9764 BOWENS RM 3                                        1800456.8 |
 NC1180| CZ9763 BOWENS RM 2                          26.333 METERS 23122     |
 NC1180|---------------------------------------------------------------------|
 NC1180
 NC1180                          SUPERSEDED SURVEY CONTROL
 NC1180
 NC1180  NAD 83(1986)-  42 59 28.98793(N)    078 43 59.47668(W) AD(       ) 1
 NC1180  NAD 27      -  42 59 28.77923(N)    078 44 00.36268(W) AD(       ) 1
 NC1180  NGVD 29 (07/19/86)  184.8    (m)          606.     (f) VERT ANG       
 NC1180
 NC1180.Superseded values are not recommended for survey control.
 NC1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1180.See file dsdata.txt to determine how the superseded data were derived.
 NC1180
 NC1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8479362351(NAD 83)
 NC1180_MARKER: DS = TRIANGULATION STATION DISK
 NC1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1180
 NC1180  HISTORY     - Date     Condition        Report By
 NC1180  HISTORY     - 1972     MONUMENTED       NGS
 NC1180
 NC1180                          STATION DESCRIPTION
 NC1180
 NC1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1180'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF SWORMSVILLE, 3
 NC1180'MILES NORTHEAST OF SNYDER, 2 MILES NORTH OF WILLIAMSVILLE AND ON
 NC1180'PROPERTY OF MAPLE ELEMENTARY SCHOOL.
 NC1180'
 NC1180'TO REACH THE STATION FROM THE POST OFFICE IN SWORMSVILLE, GO SOUTH
 NC1180'ON STATE HIGHWAY 78 FOR 3.45 MILES TO A CROSSROAD.  TURN RIGHT AND
 NC1180'GO WEST ON MAPLE ROAD FOR 1.9 MILES TO A SIDE ROAD LEFT (CULPEPPER
 NC1180'ROAD) AND THE STATION ON THE RIGHT.
 NC1180'
 NC1180'STATION MARK, STAMPED BOWENS 1972 IS A STANDARD DISK SET IN A
 NC1180'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 165
 NC1180'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MAPLE ELEMENTARY SCHOOL,
 NC1180'97 FEET NORTH OF THE CENTER OF THE INTERSECTION OF MAPLE AND
 NC1180'CULPEPPER ROADS, 65 FEET NORTHEAST OF POWER POLE NUMBER 1470 AND
 NC1180'45 FEET EAST OF THE EAST EDGE OF A PAVED PARKING AREA.
 NC1180'
 NC1180'REFERENCE MARK 1, STAMPED BOWENS NO 1 1972 IS A STANDARD DISK
 NC1180'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 92 FEET
 NC1180'WEST OF POWER POLE NUMBER 1480, 74 FEET EAST OF THE CENTER OF A
 NC1180'GRAVELED DRIVEWAY AND 49 FEET NORTHEAST OF THE CENTER OF MAPLE
 NC1180'ROAD.
 NC1180'
 NC1180'REFERENCE MARK 2, STAMPED BOWENS NO 2 1972 IS A STANDARD DISK
 NC1180'CEMENTED IN A DRILL HOLE IN A 3 INCH HIGH CONCRETE CURB.  IT IS
 NC1180'65 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF MAPLE AND
 NC1180'CULPEPPER ROADS, 24 FEET WEST OF POWER POLE NUMBER 1470 AND 11.5
 NC1180'FEET EAST OF THE CENTER OF A PAVED DRIVEWAY.
 NC1180'
 NC1180'REFERENCE MARK 3, STAMPED BOWENS NO 3 1972 IS A STANDARD DISK
 NC1180'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 30.5 FEET
 NC1180'WEST OF A 2-INCH APPLE TREE, 28 FEET EAST OF THE CENTER OF
 NC1180'CULPEPPER ROAD, 27.5 FEET NORTH OF THE CENTER OF HERSHEY ROAD AND
 NC1180'14.5 FEET SOUTHWEST OF A SMALL PINE TREE.
 NC1180'
 NC1180'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON CULPEPPER
 NC1180'ROAD FOR 0.4 MILE TO A CROSSROAD (HERSHEY ROAD) AND THE MARK IN
 NC1180'THE NORTHEAST ANGLE OF THE INTERSECTION.
 NC1180'
 NC1180'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4024 ***********************************************************************
 KU4024  DESIGNATION -  BOWERY 1932
 KU4024  PID         -  KU4024
 KU4024  STATE/COUNTY-  NY/QUEENS
 KU4024  USGS QUAD   -  CENTRAL PARK (1979)
 KU4024
 KU4024                         *CURRENT SURVEY CONTROL
 KU4024  ___________________________________________________________________
 KU4024* NAD 83(1996)-  40 46 35.95807(N)    073 53 32.08467(W)     ADJUSTED  
 KU4024* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU4024  ___________________________________________________________________
 KU4024  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KU4024  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4024
 KU4024  HORZ ORDER  -  THIRD
 KU4024
 KU4024.The horizontal coordinates were established by classical geodetic methods
 KU4024.and adjusted by the National Geodetic Survey in January 1999..
 KU4024
 KU4024.The orthometric height was scaled from a topographic map.
 KU4024
 KU4024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4024
 KU4024.The geoid height was determined by GEOID03.
 KU4024
 KU4024;                    North         East     Units Scale Factor Converg.
 KU4024;SPC NY L     -    67,742.406   309,096.417   MT  0.99999572   +0 04 13.7
 KU4024;SPC NY L     -   222,251.54  1,014,093.83   sFT  0.99999572   +0 04 13.7
 KU4024;SPC NY E     -   215,924.897   201,300.746   MT  0.99993238   +0 23 49.0
 KU4024;SPC NY E     -   708,413.60    660,434.20   sFT  0.99993238   +0 23 49.0
 KU4024;UTM  18      - 4,514,554.359   593,478.470   MT  0.99970755   +0 43 24.7
 KU4024
 KU4024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4024!SPC NY L     -   1.00000452  x   0.99999572  =   1.00000024
 KU4024!SPC NY E     -   1.00000452  x   0.99993238  =   0.99993690
 KU4024!UTM  18      -   1.00000452  x   0.99970755  =   0.99971207
 KU4024
 KU4024:                Primary Azimuth Mark                     Grid Az
 KU4024:SPC NY L     -  NORTH BROTHER ISLAND LH 1908             346 08 09.8
 KU4024:SPC NY E     -  NORTH BROTHER ISLAND LH 1908             345 48 34.5
 KU4024:UTM  18      -  NORTH BROTHER ISLAND LH 1908             345 28 58.8
 KU4024
 KU4024|---------------------------------------------------------------------|
 KU4024| PID    Reference Object                     Distance      Geod. Az  |
 KU4024|                                                           dddmmss.s |
 KU4024| KU4034 NORTH BROTHER ISLAND LH 1908        APPROX. 2.6 KM 3461223.5 |
 KU4024|---------------------------------------------------------------------|
 KU4024
 KU4024                          SUPERSEDED SURVEY CONTROL
 KU4024
 KU4024  NAD 83(1996)-  40 46 35.95862(N)    073 53 32.08507(W) AD(       ) 3
 KU4024  NAD 83(1992)-  40 46 35.95771(N)    073 53 32.08562(W) AD(       ) 3
 KU4024  NAD 83(1986)-  40 46 35.96120(N)    073 53 32.08388(W) AD(       ) 3
 KU4024  NAD 27      -  40 46 35.59100(N)    073 53 33.60000(W) AD(       ) 3
 KU4024
 KU4024.Superseded values are not recommended for survey control.
 KU4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4024.See file dsdata.txt to determine how the superseded data were derived.
 KU4024
 KU4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9347814554(NAD 83)
 KU4024_MARKER: DS = TRIANGULATION STATION DISK
 KU4024_SETTING: 80 = SET IN A BOULDER
 KU4024_SP_SET: PARTIALLY EXPOSED BOULDER
 KU4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4024+STABILITY: SURFACE MOTION
 KU4024
 KU4024  HISTORY     - Date     Condition        Report By
 KU4024  HISTORY     - 1932     MONUMENTED       CGS
 KU4024  HISTORY     - 1933     GOOD             CGS
 KU4024  HISTORY     - 1940     MARK NOT FOUND   CGS
 KU4024
 KU4024                          STATION DESCRIPTION
 KU4024
 KU4024'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU4024'STATION IS S OF THE EAST RIVER ON THE W SIDE OF BOWERY BAY, IN
 KU4024'ASTORIA W OF THE LANDING FIELD OF THE GLENN CURTIS AIRPORT AND N
 KU4024'OF THE INTERSECTION OF 19TH AVENUE AND HAZEN STREET.  IT IS ON A
 KU4024'LARGE RED-STREAKED BOULDER APPROXIMATELY 10 FEET ACROSS THE TOP
 KU4024'NEAR HIGH-WATER LINE, AND E OF THE SITE OF THE OLD RIKER MANSION.
 KU4024'IT IS IN RANGE WITH THE TALLEST, YELLOW CHIMNEY AND THE LARGE
 KU4024'STANDPIPE ON COLLEGE POINT.
 KU4024'
 KU4024'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU4024'STAMPED BOWERY 1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KU4024'THE TOP OF THE BOULDER.
 KU4024'
 KU4024'NO REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KU4024'
 KU4024'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS ON
 KU4024'THE BOULDER.  AN OBSERVERS PLATFORM IS NOT NECESSARY.
 KU4024'
 KU4024'NORTH BROTHER I. LIGHT IS 2585.2 METERS DISTANT FROM THE STATION
 KU4024'IN BEARING N 13 DEG 47 MIN 35 SEC W.
 KU4024'
 KU4024'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KU4024
 KU4024                          STATION RECOVERY (1933)
 KU4024
 KU4024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU4024'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED WITH THE
 KU4024'FOLLOWING ADDITION--
 KU4024'
 KU4024'THERE IS A 10-FOOT CLIFF 8 METERS W OF THE STATION.
 KU4024
 KU4024                          STATION RECOVERY (1940)
 KU4024
 KU4024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FAR)
 KU4024'STATION COULD NOT BE FOUND.
 KU4024'
 KU4024'TWO DRILL HOLES ON SEPARATE ROCKS IN THE VICINITY OF STATION WERE
 KU4024'FOUND BUT THERE WAS NO WAY OF DETERMINING WHICH WAS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1850 ***********************************************************************
 PG1850  DESIGNATION -  BOWLDER USLS 1928
 PG1850  PID         -  PG1850
 PG1850  STATE/COUNTY-  NY/CLINTON
 PG1850  USGS QUAD   -  PLATTSBURGH (1966)
 PG1850
 PG1850                         *CURRENT SURVEY CONTROL
 PG1850  ___________________________________________________________________
 PG1850* NAD 83(1996)-  44 38 08.44760(N)    073 25 16.17802(W)     ADJUSTED  
 PG1850* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG1850  ___________________________________________________________________
 PG1850  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 PG1850  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PG1850
 PG1850  HORZ ORDER  -  THIRD
 PG1850
 PG1850.The horizontal coordinates were established by classical geodetic methods
 PG1850.and adjusted by the National Geodetic Survey in January 1999..
 PG1850
 PG1850.The orthometric height was scaled from a topographic map.
 PG1850
 PG1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1850
 PG1850.The geoid height was determined by GEOID03.
 PG1850
 PG1850;                    North         East     Units Scale Factor Converg.
 PG1850;SPC NY E     -   644,958.217   235,591.918   MT  0.99999006   +0 45 28.9
 PG1850;SPC NY E     - 2,116,000.42    772,937.82   sFT  0.99999006   +0 45 28.9
 PG1850;SPC VT       -   237,686.515   426,913.174   MT  1.00002995   -0 38 50.0
 PG1850;UTM  18      - 4,943,692.708   625,222.972   MT  0.99979283   +1 06 33.9
 PG1850
 PG1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1850!SPC NY E     -   0.99999987  x   0.99999006  =   0.99998993
 PG1850!SPC VT       -   0.99999987  x   1.00002995  =   1.00002982
 PG1850!UTM  18      -   0.99999987  x   0.99979283  =   0.99979270
 PG1850
 PG1850:                Primary Azimuth Mark                     Grid Az
 PG1850:SPC NY E     -  BLUFF PT LT USLS                         208 10 59.6
 PG1850:SPC VT       -  BLUFF PT LT USLS                         209 35 18.5
 PG1850:UTM  18      -  BLUFF PT LT USLS                         207 49 54.6
 PG1850
 PG1850|---------------------------------------------------------------------|
 PG1850| PID    Reference Object                     Distance      Geod. Az  |
 PG1850|                                                           dddmmss.s |
 PG1850| PG1826 BLUFF PT LT USLS                    APPROX. 1.7 KM 2085628.5 |
 PG1850|---------------------------------------------------------------------|
 PG1850
 PG1850                          SUPERSEDED SURVEY CONTROL
 PG1850
 PG1850  NAD 83(1996)-  44 38 08.44778(N)    073 25 16.17807(W) AD(       ) 3
 PG1850  NAD 83(1992)-  44 38 08.44956(N)    073 25 16.17927(W) AD(       ) 3
 PG1850  NAD 83(1986)-  44 38 08.45554(N)    073 25 16.17866(W) AD(       ) 3
 PG1850  NAD 27      -  44 38 08.28600(N)    073 25 17.70000(W) AD(       ) 3
 PG1850
 PG1850.Superseded values are not recommended for survey control.
 PG1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1850.See file dsdata.txt to determine how the superseded data were derived.
 PG1850
 PG1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2522343693(NAD 83)
 PG1850_MARKER: DH = HORIZONTAL CONTROL DISK
 PG1850_SETTING: 80 = SET IN A BOULDER
 PG1850_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PG1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1850+STABILITY: SURFACE MOTION
 PG1850
 PG1850  HISTORY     - Date     Condition        Report By
 PG1850  HISTORY     - 1928     MONUMENTED       USLS
 PG1850  HISTORY     - 1959     GOOD             CGS
 PG1850
 PG1850                          STATION DESCRIPTION
 PG1850
 PG1850'DESCRIBED BY US LAKE SURVEY 1928
 PG1850'STATION IS ON THE NW POINT OF VALCOUR ISLAND, ABOUT 4-1/8 MILES SE
 PG1850'OF BREAKWATER AT PLATTSBURGH, ON A LOW ROCKY POINT ABOUT 80 FEET NW
 PG1850'OF TREE LINE.  IT IS 8 FEET ABOVE LOW WATER (STANDARD LAKE DATUM).
 PG1850'
 PG1850'STATION MARK IS A CROSS ON A STANDARD U.S. LAKE SURVEY DISK SET IN
 PG1850'THE LARGEST BOULDER IN THE VICINITY.  DISK IS STAMPED 95.
 PG1850'
 PG1850'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS.
 PG1850'REFERENCE MARKS 1 AND 2 WERE SET IN BOULDERS.  REFERENCE MARK 3 IS
 PG1850'IN A 7 BY 4 FOOT ROCK PROJECTING 1 FOOT ABOVE THE GROUND.
 PG1850'
 PG1850'STATION, R.M. 1, AND R.M. 2 BOULDERS ARE 9-1/2 BY 5-1/2 BY 3-1/2
 PG1850'FEET HIGH, 3 BY 2-1/2 BY 2 FEET HIGH, AND 3 BY 2-1/2 BY 1-1/2 FEET
 PG1850'HIGH, RESPECTIVELY.
 PG1850
 PG1850                          STATION RECOVERY (1959)
 PG1850
 PG1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 PG1850'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISTANCE TO
 PG1850'R.M. NO. 1 IS NOW 85.6 FEET.  THE DISTANCE TO R.M. NO. 2 IS NOW 72.5
 PG1850'FEET.  THE DISTANCE TO R.M. NO. 3 IS NOW 108.3 FEET.  SINCE THE
 PG1850'STATION AND REFERENCE MARKS ARE ON SANDY POINT, ALL COULD HAVE
 PG1850'MOVED.  THE ANGLES TO THE REFERENCE MARKS WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1013 ***********************************************************************
 NC1013  DESIGNATION -  BOYCE
 NC1013  PID         -  NC1013
 NC1013  STATE/COUNTY-  NY/CATTARAUGUS
 NC1013  USGS QUAD   -  ASHFORD (1964)
 NC1013
 NC1013                         *CURRENT SURVEY CONTROL
 NC1013  ___________________________________________________________________
 NC1013* NAD 83(1996)-  42 19 35.04659(N)    078 31 45.52271(W)     ADJUSTED  
 NC1013* NAVD 88     -       666.7    (meters)    2187.     (feet)  VERTCON   
 NC1013  ___________________________________________________________________
 NC1013  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 NC1013  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 NC1013
 NC1013  HORZ ORDER  -  FIRST
 NC1013
 NC1013.The horizontal coordinates were established by classical geodetic methods
 NC1013.and adjusted by the National Geodetic Survey in January 1999..
 NC1013
 NC1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1013
 NC1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1013
 NC1013.The geoid height was determined by GEOID03.
 NC1013
 NC1013;                    North         East     Units Scale Factor Converg.
 NC1013;SPC NY W     -   258,348.673   354,452.496   MT  0.99993774   +0 02 11.0
 NC1013;SPC NY W     -   847,598.94  1,162,899.56   sFT  0.99993774   +0 02 11.0
 NC1013;UTM  17      - 4,688,973.736   703,573.502   MT  1.00010993   +1 39 51.2
 NC1013
 NC1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1013!SPC NY W     -   0.99990060  x   0.99993774  =   0.99983834
 NC1013!UTM  17      -   0.99990060  x   1.00010993  =   1.00001052
 NC1013
 NC1013|---------------------------------------------------------------------|
 NC1013| PID    Reference Object                     Distance      Geod. Az  |
 NC1013|                                                           dddmmss.s |
 NC1013| CZ9766 BOYCE RM 1                           25.415 METERS 01038     |
 NC1013| CZ9765 BOYCE AZ MK                                        0914941.5 |
 NC1013| DE4930 BOYCE RM 3                           33.030 METERS 15516     |
 NC1013| DE4931 BOYCE RM 4                           28.434 METERS 24858     |
 NC1013| DE4929 BOYCE RM 2                           31.423 METERS 27046     |
 NC1013|---------------------------------------------------------------------|
 NC1013
 NC1013                          SUPERSEDED SURVEY CONTROL
 NC1013
 NC1013  NAD 83(1986)-  42 19 35.05120(N)    078 31 45.51971(W) AD(       ) 1
 NC1013  NAD 27      -  42 19 34.81757(N)    078 31 46.43588(W) AD(       ) 1
 NC1013  NGVD 29 (07/19/86)  666.8    (m)         2188.     (f) VERT ANG       
 NC1013
 NC1013.Superseded values are not recommended for survey control.
 NC1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1013.See file dsdata.txt to determine how the superseded data were derived.
 NC1013
 NC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG0357488974(NAD 83)
 NC1013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1013
 NC1013  HISTORY     - Date     Condition        Report By
 NC1013  HISTORY     - 1935     MONUMENTED       CGS
 NC1013  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NC1013  HISTORY     - 20021024 GOOD             USPSQD
 NC1013
 NC1013                          STATION DESCRIPTION
 NC1013
 NC1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NC1013'THE STATION IS APPROXIMATELY 3-3/4 MILES A LITTLE SOUTH OF WEST
 NC1013'OF THE TOWN OF FRANKLINVILLE ON THE TOP OF A HILL KNOWN LOCALLY
 NC1013'AS BOYCE HILL, THE LAND BEING OWNED BY THE FEDERAL LAND BANK.
 NC1013'
 NC1013'TO REACH THE STATION FROM THE RAILROAD STATION AT ASHFORD
 NC1013'JUNCTION, TAKE THE RIGHT FORK (ROAD TO MACHIAS) AND FOLLOW IT
 NC1013'IN A NORTHEASTERLY DIRECTION FOR 3.0 MILES TO A DIRT T-ROAD
 NC1013'RIGHT (EAST), THERE IS A SCHOOLHOUSE ON THE LEFT (WEST) SIDE OF
 NC1013'THE ROAD AT THIS POINT.  TURN RIGHT (EAST) ON THE DIRT ROAD AND
 NC1013'FOLLOW IT FOR 1.9 MILES TO A Y-INTERSECTION.  HERE TURN LEFT AND
 NC1013'FOLLOW THIS ROAD 0.5 MILE TO THE TOP OF THE ROAD GRADE, HERE
 NC1013'TURN LEFT (NORTH) AND GO THROUGH A PASTURE, AND UP HILL
 NC1013'TOWARDS A GROVE OF MAPLE TREES TO A FENCE THAT IS 0.2 MILE
 NC1013'FROM THE ROAD.  GO THROUGH THE FENCE AND CONTINUE ON UP
 NC1013'THE HILL FOR 0.25 MILE TO THE STATION AT THE NORTHEAST CORNER
 NC1013'OF THE GROVE OF TREES.  THE STATION IS 21.9 METERS EAST OF
 NC1013'A 36-INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE EAST FACE
 NC1013'AND 22.8 METERS SOUTH OF A 20-INCH MAPLE TREE WITH A
 NC1013'TRIANGULAR BLAZE ON THE SOUTH FACE.  THE MARK PROJECTS 8
 NC1013'INCHES, IS 10 INCHES SQUARE, AND IS STAMPED BOYCE 1935.
 NC1013'
 NC1013'REFERENCE MARK NO.1 IS 25.415 METERS (83.38 FEET) NORTH OF THE
 NC1013'STATION, AT THE SOUTH EDGE OF THE GROVE, 12.8 METERS
 NC1013'WEST-NORTHWEST OF A 20-INCH MAPLE WITH A TRIANGULAR BLAZE.  THE
 NC1013'MARK PROJECTS 8 INCHES, IS 10 INCHES SQUARE AND IS STAMPED
 NC1013'BOYCE 1935 NO.1.
 NC1013'
 NC1013'REFERENCE NO.2 IS 31.423 METERS (103.17 FEET) WEST OF THE
 NC1013'STATION, 11.9 METERS SOUTHWEST OF A 36-INCH MAPLE TREE WITH A
 NC1013'TRIANGULAR BLAZE ON THE EAST FACE.  THE MARK PROJECTS 8 INCHES,
 NC1013'AND IS STAMPED BOYCE 1935 NO.2.
 NC1013'
 NC1013'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHEAST OF THE
 NC1013'STATION, 6 PACES NORTH OF THE CENTERLINE OF THE ROAD THAT RUNS
 NC1013'PAST THE STATION, 0.7 MILE BY ROAD FROM THE POINT WHERE YOU
 NC1013'LEAVE THE ROAD TO GO THROUGH THE PASTURE TO THE STATION, AND 1
 NC1013'PACE SOUTHWEST OF A 15-INCH MAPLE TREE, THE LAST TREE ON A ROW
 NC1013'THAT FOLLOWS THE FENCE LINE.  THE MARK PROJECTS 6 INCHES, IS 10
 NC1013'INCHES SQUARE, AND IS STAMPED BOYCE 1935.
 NC1013'
 NC1013'A 77-FOOT TOWER NECESSARY.
 NC1013'
 NC1013'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 NC1013'DESCRIBED IN NOTES 1A, 7A AND 11A.
 NC1013
 NC1013                          STATION RECOVERY (1964)
 NC1013
 NC1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC1013'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NC1013'CONDITION, REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED AND 3
 NC1013'AND 4 WERE ESTABLISHED AT THIS TIME.  THE DIRECTION TO THE
 NC1013'AZIMUTH MARK WAS FOUND TO BE 20 DEGREES HIGHER THAN THE ORIGINAL
 NC1013'DIRECTION AND AFTER DOUBLE CHECKING WE FEEL THAT THE ORIGINAL
 NC1013'DIRECTION WAS AN ERROR.
 NC1013'
 NC1013'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 NC1013'
 NC1013'THE STATION IS ON A HILL KNOWN LOCALLY AS BOYCE HILL, ABOUT 4
 NC1013'MILES WEST-SOUTHWEST OF FRANKLINVILLE, 7 MILES SOUTH-SOUTHWEST
 NC1013'OF MACHIAS AND ON THE PROPERTY OF MR. JIM CASH.  IT IS 4.1 FEET
 NC1013'SOUTHWEST OF A WITNESS POST, 42 FEET WEST OF AN 8 INCH WILD
 NC1013'CHERRY TREE AND 79 FEET SOUTH OF A 12 INCH MAPLE TREE.  THE
 NC1013'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED BOYCE
 NC1013'1935.  NOTE 1A 7A.
 NC1013'
 NC1013'TO REACH FROM THE INTERSECTION OF MAIN AND ELM STREETS AT THE
 NC1013'TRAFFIC LIGHT IN FRANKLINVILLE, GO WEST ON ELM STREET AND A
 NC1013'PAVED ROAD FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 NC1013'SOUTHWEST ON BRYANT HILL ROAD 1.5 MILES TO THE AZIMUTH MARK ON
 NC1013'THE RIGHT.  CONTINUE WEST ON BRYANT HILL ROAD (GRAVELED) FOR
 NC1013'1.15 MILES TO A DIM TRACK ROAD RIGHT AT THE EAST EDGE OF A PINE
 NC1013'WOODS.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD ALONG THE
 NC1013'EAST EDGE OF THE WOODS FOR 0.35 MILE TO A FORK.  TAKE THE
 NC1013'RIGHT FORK AND GO NORTHEAST UP HILL FOR 0.3 MILE TO THE
 NC1013'HIGHEST POINT OF THE HILL AND THE STATION.
 NC1013'
 NC1013'REFERENCE MARK 3 IS 110 FEET SOUTHEAST OF THE WITNESS
 NC1013'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NC1013'BOYCE NO 3 1935.
 NC1013'
 NC1013'REFERENCE MARK 4 IS 56 FEET SOUTH OF AN 8 INCH WILD CHERRY
 NC1013'TREE AND 97 FEET WEST OF THE WITNESS POST.  THE MONUMENT
 NC1013'PROJECTS 4 INCHES AND THE DISK IS STAMPED BOYCE NO 4 1935.
 NC1013'
 NC1013'THE AZIMUTH MARK IS 1.5 FEET NORTHWEST OF A WITNESS POST, 3
 NC1013'FEET SOUTHWEST OF A 24 INCH MAPLE TREE, 26 FEET NORTH OF THE
 NC1013'CENTERLINE OF THE GRAVELED ROAD AND 8.8 FEET EAST OF TELEPHONE
 NC1013'POLE NO. 209.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS
 NC1013'STAMPED BOYCE 1935.
 NC1013'
 NC1013'HEIGHT OF LIGHT ABOVE STATION MARK 25.89 METERS.
 NC1013
 NC1013                          STATION RECOVERY (2002)
 NC1013
 NC1013'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1376 ***********************************************************************
 OD1376  DESIGNATION -  BOYD USLS 1930
 OD1376  PID         -  OD1376
 OD1376  STATE/COUNTY-  NY/WASHINGTON
 OD1376  USGS QUAD   -  WHITEHALL (1950)
 OD1376
 OD1376                         *CURRENT SURVEY CONTROL
 OD1376  ___________________________________________________________________
 OD1376* NAD 83(1996)-  43 33 11.69920(N)    073 26 20.67977(W)     ADJUSTED  
 OD1376* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 OD1376  ___________________________________________________________________
 OD1376  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 OD1376  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 OD1376
 OD1376  HORZ ORDER  -  THIRD
 OD1376
 OD1376.The horizontal coordinates were established by classical geodetic methods
 OD1376.and adjusted by the National Geodetic Survey in January 1999..
 OD1376
 OD1376.The orthometric height was scaled from a topographic map.
 OD1376
 OD1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1376
 OD1376.The geoid height was determined by GEOID03.
 OD1376
 OD1376;                    North         East     Units Scale Factor Converg.
 OD1376;SPC NY E     -   524,677.671   235,720.109   MT  0.99999035   +0 43 51.8
 OD1376;SPC NY E     - 1,721,379.99    773,358.39   sFT  0.99999035   +0 43 51.8
 OD1376;SPC VT       -   117,433.254   424,119.826   MT  1.00003508   -0 38 49.5
 OD1376;UTM  18      - 4,823,438.737   626,081.571   MT  0.99979554   +1 04 32.4
 OD1376
 OD1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1376!SPC NY E     -   0.99999431  x   0.99999035  =   0.99998466
 OD1376!SPC VT       -   0.99999431  x   1.00003508  =   1.00002939
 OD1376!UTM  18      -   0.99999431  x   0.99979554  =   0.99978985
 OD1376
 OD1376:                Primary Azimuth Mark                     Grid Az
 OD1376:SPC NY E     -  BARBER 1872                              007 51 08.3
 OD1376:SPC VT       -  BARBER 1872                              009 13 49.6
 OD1376:UTM  18      -  BARBER 1872                              007 30 27.7
 OD1376
 OD1376|---------------------------------------------------------------------|
 OD1376| PID    Reference Object                     Distance      Geod. Az  |
 OD1376|                                                           dddmmss.s |
 OD1376| OD1377 BARBER 1872                         APPROX. 2.9 KM 0083500.1 |
 OD1376|---------------------------------------------------------------------|
 OD1376
 OD1376                          SUPERSEDED SURVEY CONTROL
 OD1376
 OD1376  NAD 83(1996)-  43 33 11.69996(N)    073 26 20.67918(W) AD(       ) 3
 OD1376  NAD 83(1992)-  43 33 11.69953(N)    073 26 20.67864(W) AD(       ) 3
 OD1376  NAD 83(1986)-  43 33 11.70270(N)    073 26 20.68337(W) AD(       ) 3
 OD1376  NAD 27      -  43 33 11.45500(N)    073 26 22.27600(W) AD(       ) 3
 OD1376
 OD1376.Superseded values are not recommended for survey control.
 OD1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1376.See file dsdata.txt to determine how the superseded data were derived.
 OD1376
 OD1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2608223439(NAD 83)
 OD1376_MARKER: DH = HORIZONTAL CONTROL DISK
 OD1376_SETTING: 66 = SET IN ROCK OUTCROP
 OD1376_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 OD1376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD1376+STABILITY: POSITION/ELEVATION WELL
 OD1376
 OD1376  HISTORY     - Date     Condition        Report By
 OD1376  HISTORY     - 1930     MONUMENTED       USLS
 OD1376
 OD1376                          STATION DESCRIPTION
 OD1376
 OD1376'DESCRIBED BY US LAKE SURVEY 1930
 OD1376'STATION IS LOCATED ON THE EAST SIDE OF SOUTH BAY, ABOUT 1-3/4 MILES
 OD1376'WEST OF WHITEHALL AND ABOUT 1-1/4 MILES SOUTH OF THE SOUTH BAY
 OD1376'HIGHWAY BRIDGE.  IT IS ON A ROCK BLUFF ABOUT 10 FEET SOUTH OF THE
 OD1376'EDGE, ABOUT 65 FEET NORTH OF A WAGON TRAIL AND ABOUT 630 FEET SOUTH
 OD1376'OF A WELL-DEFINED POINT OF THE LAKE BANK.  THE ELEVATION ABOVE
 OD1376'STANDARD LOW WATER DATUM OF THE LAKE IS 122 FEET.  THE STATION
 OD1376'MARK IS A CROSS IN A METAL TABLET, 2-1/2 INCHES IN DIAMETER BEARING
 OD1376'THE NAME U.S. LAKE SURVEY AND NUMBER 67.  IT WAS SET IN A DRILL
 OD1376'HOLE, IN THE ROCK BLUFF.  TWO REFERENCE MARKS CONSISTING OF TABLETS
 OD1376'SIMILAR TO THE STATION MARK BUT BEARING AN ARROW WHICH POINTS TO THE
 OD1376'STATION WERE SET IN THE SAME ROCK BLUFF ON WHICH THE STATION IS
 OD1376'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2197 ***********************************************************************
 KU2197  DESIGNATION -  BOYLE
 KU2197  PID         -  KU2197
 KU2197  STATE/COUNTY-  NY/SUFFOLK
 KU2197  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2197
 KU2197                         *CURRENT SURVEY CONTROL
 KU2197  ___________________________________________________________________
 KU2197* NAD 83(1996)-  40 53 03.59860(N)    073 03 11.93293(W)     ADJUSTED  
 KU2197* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 KU2197  ___________________________________________________________________
 KU2197  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 KU2197  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU2197
 KU2197  HORZ ORDER  -  FIRST
 KU2197
 KU2197.The horizontal coordinates were established by classical geodetic methods
 KU2197.and adjusted by the National Geodetic Survey in January 1999..
 KU2197
 KU2197.The orthometric height was scaled from a topographic map.
 KU2197
 KU2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2197
 KU2197.The geoid height was determined by GEOID03.
 KU2197
 KU2197;                    North         East     Units Scale Factor Converg.
 KU2197;SPC NY L     -    80,125.596   379,786.675   MT  0.99999508   +0 37 09.2
 KU2197;SPC NY L     -   262,878.73  1,246,016.78   sFT  0.99999508   +0 37 09.2
 KU2197;UTM  18      - 4,527,741.094   664,009.671   MT  0.99993109   +1 16 28.0
 KU2197
 KU2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2197!SPC NY L     -   0.99999892  x   0.99999508  =   0.99999400
 KU2197!UTM  18      -   0.99999892  x   0.99993109  =   0.99993001
 KU2197
 KU2197:                Primary Azimuth Mark                     Grid Az
 KU2197:SPC NY L     -  TERRYVILLE CO WATER AUTH TANK            005 52 12.1
 KU2197:UTM  18      -  TERRYVILLE CO WATER AUTH TANK            005 12 53.3
 KU2197
 KU2197|---------------------------------------------------------------------|
 KU2197| PID    Reference Object                     Distance      Geod. Az  |
 KU2197|                                                           dddmmss.s |
 KU2197| KU2199 TERRYVILLE CO WATER AUTH TANK       APPROX. 3.4 KM 0062921.3 |
 KU2197| KU2201 PORT JEFFERSON STA MALKNES STK      APPROX. 5.0 KM 0065534.0 |
 KU2197| CA9149 BOYLE RM 1                           22.404 METERS 05834     |
 KU2197| CA9151 BOYLE RM 3 AZIMUTH                                 11258     |
 KU2197| KU2280 FARMINGVILLE BROADWAY CATV TWR      APPROX. 5.0 KM 1584706.0 |
 KU2197| KU2282 HOLTSVILLE SANITARIUM ELEV TK       APPROX. 3.9 KM 1801020.6 |
 KU2197| KU2339 ST JAMES LUTH CHURCH SPIRE          APPROX. 8.6 KM 2634941.7 |
 KU2197| KU2230 CENTEREACH CO WATER AUTH TK         APPROX. 2.5 KM 2640606.6 |
 KU2197| KU2213 S SETAUKET FIRST CHRIST CH          APPROX. 5.2 KM 2855211.5 |
 KU2197| KU2212 S SETAUKET CO WATER AUTH SPIPE      APPROX. 5.6 KM 2944824.4 |
 KU2197| CA9150 BOYLE RM 2                           21.541 METERS 29759     |
 KU2197| KU2243 TERRYVILLE CHRIST CHURCH SPIRE      APPROX. 2.8 KM 3420858.0 |
 KU2197| KU2244 CEMETERY HILL RESET                 APPROX. 5.8 KM 3515049.1 |
 KU2197| KU2193 HOSPITAL                            APPROX. 6.1 KM 3590929.7 |
 KU2197| KU2194 PORT JEFFERSON WATER AUT SPIPE      APPROX. 6.4 KM 3591145.9 |
 KU2197|---------------------------------------------------------------------|
 KU2197
 KU2197                          SUPERSEDED SURVEY CONTROL
 KU2197
 KU2197  NAD 83(1996)-  40 53 03.60039(N)    073 03 11.93286(W) AD(       ) 1
 KU2197  NAD 83(1992)-  40 53 03.59920(N)    073 03 11.93228(W) AD(       ) 1
 KU2197  NAD 83(1986)-  40 53 03.60251(N)    073 03 11.93457(W) AD(       ) 1
 KU2197  NAD 27      -  40 53 03.25518(N)    073 03 13.53750(W) AD(       ) 1
 KU2197
 KU2197.Superseded values are not recommended for survey control.
 KU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2197.See file dsdata.txt to determine how the superseded data were derived.
 KU2197
 KU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6401027741(NAD 83)
 KU2197_MARKER: DS = TRIANGULATION STATION DISK
 KU2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2197+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002
 KU2197
 KU2197  HISTORY     - Date     Condition        Report By
 KU2197  HISTORY     - 1967     MONUMENTED       CGS
 KU2197  HISTORY     - 20020125 GOOD             LOCSUR
 KU2197
 KU2197                          STATION DESCRIPTION
 KU2197
 KU2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2197'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PORT JEFFERSON,
 KU2197'2-3/4 MILES NORTHEAST OF CENTEREACH, 1-1/2 MILES NORTHWEST OF
 KU2197'SELDEN, IN THE NORTHEAST CORNER OF A SOFTBALL FIELD AND ON
 KU2197'PROPERTY OF THE TOWN OF BROOKHAVEN.
 KU2197'
 KU2197'TO REACH THE STATION FROM THE POST OFFICE IN SELDEN, GO WEST
 KU2197'ON STATE HIGHWAY 25 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN
 KU2197'RIGHT AND GO NORTH ON BOYLE ROAD FOR 1.6 MILES TO HEMLOCK
 KU2197'STREET, REFERENCE MARK 3 (AZIMUTH MARK) ON THE RIGHT AND PARK
 KU2197'ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST FOR ABOUT 200 FEET
 KU2197'TO A LOCKED GATE.  (KEY MAY BE OBTAINED FROM THE BROOKHAVEN
 KU2197'TOWN SUPERVISOR AT 183 SOUTH OCEAN AVENUE IN PATCHOGUE, NEW
 KU2197'YORK) PASS THROUGH GATE, BEAR RIGHT AND GO NORTH FOR ABOUT 300
 KU2197'FEET TO THE STATION.
 KU2197'
 KU2197'THE STATION MARK IS A STANDARD DISK STAMPED BOYLE 1967, SET
 KU2197'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KU2197'THE GROUND.  IT IS 75.2 FEET WEST-SOUTHWEST OF A METAL WITNESS
 KU2197'POST, 58.2 FEET NORTH OF A POWER LINE POLE WITHOUT LIGHTS, 57.1
 KU2197'FEET EAST OF A POWER LINE POLE WITH FLOODLIGHTS AND 37 FEET
 KU2197'SOUTH OF THE WOODS LINE.
 KU2197'
 KU2197'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOYLE NO 1 1967,
 KU2197'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2197'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 103.6 FEET
 KU2197'NORTH-NORTHEAST OF THE POWER LINE POLE WITHOUT LIGHTS, 12 FEET
 KU2197'NORTH OF THE WOODS LINE AND 1.7 FEET SOUTHWEST OF THE METAL
 KU2197'WITNESS POST.
 KU2197'
 KU2197'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOYLE NO 2 1967,
 KU2197'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2197'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 119.8 FEET NORTHWEST
 KU2197'OF THE POWER LINE POLE WITHOUT LIGHTS, 30 FEET NORTH OF THE POWER
 KU2197'LINE POLE WITH FLOODLIGHTS AND 8.6 FEET NORTH OF THE WOODS LINE.
 KU2197'
 KU2197'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 KU2197'BOYLE NO 3 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU2197'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 49.6
 KU2197'FEET NORTHEAST OF POWER LINE POLE NO. 52, 35.6 FEET NORTH OF
 KU2197'THE CENTER OF HEMLOCK STREET AND 22 FEET EAST OF THE CENTER
 KU2197'OF BOYLE ROAD.
 KU2197'
 KU2197'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KU2197
 KU2197                          STATION RECOVERY (2002)
 KU2197
 KU2197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU2197'FOUND REFERENCE MARKS 1 AND 2 IN THE WOODS.  DISTANCES FROM MARKS ARE
 KU2197'GOOD.  STATION IS 32 FT WEST OF THE NORTHEAST CORNER (RIGHT FIELD
 KU2197'CORNER) OF THE FENCE SURROUNDING THE SOFTBALL FIELD, 6.5 FT NORTH OF
 KU2197'THE FENCE.  IT IS BURIED 11 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1613 ***********************************************************************
 OD1613  DESIGNATION -  BPA
 OD1613  PID         -  OD1613
 OD1613  STATE/COUNTY-  NY/SARATOGA
 OD1613  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1613
 OD1613                         *CURRENT SURVEY CONTROL
 OD1613  ___________________________________________________________________
 OD1613* NAD 83(1996)-  43 01 03.11921(N)    073 47 26.12221(W)     ADJUSTED  
 OD1613* NAVD 88     -       100.5    (meters)     330.     (feet)  VERTCON   
 OD1613  ___________________________________________________________________
 OD1613  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 OD1613  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 OD1613
 OD1613  HORZ ORDER  -  SECOND
 OD1613
 OD1613.The horizontal coordinates were established by classical geodetic methods
 OD1613.and adjusted by the National Geodetic Survey in January 1999..
 OD1613
 OD1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1613
 OD1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1613
 OD1613.The geoid height was determined by GEOID03.
 OD1613
 OD1613;                    North         East     Units Scale Factor Converg.
 OD1613;SPC NY E     -   464,863.777   207,823.890   MT  0.99994112   +0 29 02.4
 OD1613;SPC NY E     - 1,525,140.58    681,835.55   sFT  0.99994112   +0 29 02.4
 OD1613;UTM  18      - 4,763,471.457   598,549.542   MT  0.99971948   +0 49 30.6
 OD1613
 OD1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1613!SPC NY E     -   0.99998907  x   0.99994112  =   0.99993019
 OD1613!UTM  18      -   0.99998907  x   0.99971948  =   0.99970855
 OD1613
 OD1613|---------------------------------------------------------------------|
 OD1613| PID    Reference Object                     Distance      Geod. Az  |
 OD1613|                                                           dddmmss.s |
 OD1613| OD1617 BPA A SACGS 1973                     10.736 METERS 04602     |
 OD1613| DA3084 BPA 2                                              3503726.2 |
 OD1613| DA3083 BPA 1                                              3593702.1 |
 OD1613|---------------------------------------------------------------------|
 OD1613
 OD1613                          SUPERSEDED SURVEY CONTROL
 OD1613
 OD1613  NAD 83(1996)-  43 01 03.12144(N)    073 47 26.12300(W) AD(       ) 2
 OD1613  NAD 83(1996)-  43 01 03.12170(N)    073 47 26.12309(W) AD(       ) 2
 OD1613  NAD 83(1992)-  43 01 03.12268(N)    073 47 26.12291(W) AD(       ) 2
 OD1613  NAD 83(1992)-  43 01 03.12287(N)    073 47 26.12304(W) AD(       ) 2
 OD1613  NAD 83(1986)-  43 01 03.12385(N)    073 47 26.12222(W) AD(       ) 2
 OD1613  NAD 27      -  43 01 02.85412(N)    073 47 27.68883(W) AD(       ) 2
 OD1613  NGVD 29 (07/19/86)  100.7    (m)          330.     (f) VERT ANG       
 OD1613
 OD1613.Superseded values are not recommended for survey control.
 OD1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1613.See file dsdata.txt to determine how the superseded data were derived.
 OD1613
 OD1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9855063471(NAD 83)
 OD1613_MARKER: DD = SURVEY DISK
 OD1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1613
 OD1613  HISTORY     - Date     Condition        Report By
 OD1613  HISTORY     - 1973     MONUMENTED       NY-091
 OD1613  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 OD1613  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 OD1613  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 OD1613  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 OD1613  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 OD1613
 OD1613                          STATION DESCRIPTION
 OD1613
 OD1613'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1613'THE STATION IS LOCATED 4.5 MILES SOUTH OF SARATOGA SPRINGS, 3.5
 OD1613'MILES NORTHEAST OF BALLSTON SPA, AND 0.5 MILE NORTH OF MALTA
 OD1613'RIDGE IN THE TOWNSHIP OF MALTA.
 OD1613'
 OD1613'TO REACH THE STATION FROM THE JUNCTION OF EXIT 13 OF INTERSTATE
 OD1613'87 AND U.S. HIGHWAY 9 AND AZIMUTH MARK, BPA-2 (SACGS), LOCATED
 OD1613'ON THE OVERPASS, GO SOUTH ON U.S. HIGHWAY 9 FOR 0.30 MILE TO
 OD1613'STATION ON LEFT.
 OD1613'
 OD1613'TO REACH AZIMUTH MARK, BPA-1 (SACGS), FROM THE STATION GO NORTH
 OD1613'ON U.S. HIGHWAY 9 FOR 1.85 MILES TO THE T-INTERSECTION OF
 OD1613'COLUMBIA AVENUE AND MARK ON LEFT.
 OD1613'
 OD1613'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1613'SURVEY STAMPED BPA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1613'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1613'GROUND.  IT IS LOCATED 141.9 FEET SOUTHEAST OF POLE NM 98-1, NYT
 OD1613'1, ON THE WEST SIDE OF U.S. HIGHWAY 9, 32.5 FEET NORTH OF THE
 OD1613'NORTH RANGE OF A RED HOUSE, 23.9 FEET WEST OF POLE NM 98, 77-1,
 OD1613'BOTH ON THE EAST SIDE OF U.S. HIGHWAY 9 AND 40.2 FEET EAST OF
 OD1613'THE CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.  THE
 OD1613'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1613'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1613'
 OD1613'AZIMUTH MARK, BPA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1613'COUNTY GEODETIC SURVEY STAMPED BPA-1.  IT IS SET IN THE TOP OF A
 OD1613'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1613'THE GROUND.  IT IS LOCATED 55.0 FEET NORTHEAST OF A 12-INCH
 OD1613'NORWAY SPRUCE TREE, 35.1 FEET NORTHEAST OF A STOP SIGN, BOTH ON
 OD1613'THE SOUTH SIDE OF COLUMBIA AVENUE, 49.3 FEET SOUTHEAST OF POLE
 OD1613'NM 1/2 52, NYT 1, ON THE NORTH SIDE OF COLUMBIA AVENUE, 20.0
 OD1613'FEET NORTH OF THE CENTERLINE OF COLUMBIA AVENUE AND 56.0 FEET
 OD1613'NORTHWEST OF THE CENTERLINE OF THE CENTER MALL OF U.S.
 OD1613'HIGHWAY 9.
 OD1613'
 OD1613'AZIMUTH MARK, BPA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1613'COUNTY GEODETIC SURVEY STAMPED BPA-2.  IT IS SET IN THE
 OD1613'U.S. HIGHWAY 9 CENTER MALL BRIDGE ABUTMENT OVER INTERSTATE
 OD1613'87.  IT IS LOCATED 87.9 FEET SOUTHWEST OF A CATCH BASIN ON THE
 OD1613'EAST SIDE OF U.S. HIGHWAY 9, 57.6 FEET SOUTHEAST OF A CATCH
 OD1613'BASIN ON THE WEST SIDE OF U.S. HIGHWAY 9, 25.0 FEET EAST OF THE
 OD1613'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 9, AND 18.8
 OD1613'FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 OD1613'HIGHWAY 9.
 OD1613'
 OD1613'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 OD1613
 OD1613                          STATION RECOVERY (2001)
 OD1613
 OD1613'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1613'MARK NOT FOUND.
 OD1613
 OD1613                          STATION RECOVERY (2002)
 OD1613
 OD1613'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1613'MARK NOT FOUND.
 OD1613
 OD1613                          STATION RECOVERY (2003)
 OD1613
 OD1613'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1613'MARK NOT FOUND.
 OD1613
 OD1613                          STATION RECOVERY (2004)
 OD1613
 OD1613'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1613'MARK NOT FOUND.
 OD1613
 OD1613                          STATION RECOVERY (2005)
 OD1613
 OD1613'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1635 ***********************************************************************
 OD1635  DESIGNATION -  BPB
 OD1635  PID         -  OD1635
 OD1635  STATE/COUNTY-  NY/SARATOGA
 OD1635  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1635
 OD1635                         *CURRENT SURVEY CONTROL
 OD1635  ___________________________________________________________________
 OD1635* NAD 83(1996)-  43 03 31.52930(N)    073 47 16.90116(W)     ADJUSTED  
 OD1635* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 OD1635  ___________________________________________________________________
 OD1635  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OD1635  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 OD1635
 OD1635  HORZ ORDER  -  SECOND
 OD1635
 OD1635.The horizontal coordinates were established by classical geodetic methods
 OD1635.and adjusted by the National Geodetic Survey in January 1999..
 OD1635
 OD1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1635
 OD1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1635
 OD1635.The geoid height was determined by GEOID03.
 OD1635
 OD1635;                    North         East     Units Scale Factor Converg.
 OD1635;SPC NY E     -   469,444.942   207,993.832   MT  0.99994136   +0 29 10.0
 OD1635;SPC NY E     - 1,540,170.61    682,393.10   sFT  0.99994136   +0 29 10.0
 OD1635;UTM  18      - 4,768,052.537   598,692.160   MT  0.99971982   +0 49 39.1
 OD1635
 OD1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1635!SPC NY E     -   0.99998997  x   0.99994136  =   0.99993133
 OD1635!UTM  18      -   0.99998997  x   0.99971982  =   0.99970980
 OD1635
 OD1635|---------------------------------------------------------------------|
 OD1635| PID    Reference Object                     Distance      Geod. Az  |
 OD1635|                                                           dddmmss.s |
 OD1635| OD1636 BPB A SACGS 1973                     10.591 METERS 14308     |
 OD1635| DA3086 BPB 2                                              1795259.5 |
 OD1635| DA3085 BPB 1                                              3562105.5 |
 OD1635|---------------------------------------------------------------------|
 OD1635
 OD1635                          SUPERSEDED SURVEY CONTROL
 OD1635
 OD1635  NAD 83(1996)-  43 03 31.53154(N)    073 47 16.90223(W) AD(       ) 2
 OD1635  NAD 83(1996)-  43 03 31.53179(N)    073 47 16.90228(W) AD(       ) 2
 OD1635  NAD 83(1992)-  43 03 31.53277(N)    073 47 16.90184(W) AD(       ) 2
 OD1635  NAD 83(1992)-  43 03 31.53296(N)    073 47 16.90196(W) AD(       ) 2
 OD1635  NAD 83(1986)-  43 03 31.53395(N)    073 47 16.90104(W) AD(       ) 2
 OD1635  NAD 27      -  43 03 31.26530(N)    073 47 18.46742(W) AD(       ) 2
 OD1635  NGVD 29 (07/19/86)   94.8    (m)          311.     (f) VERT ANG       
 OD1635
 OD1635.Superseded values are not recommended for survey control.
 OD1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1635.See file dsdata.txt to determine how the superseded data were derived.
 OD1635
 OD1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9869268053(NAD 83)
 OD1635_MARKER: DD = SURVEY DISK
 OD1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1635+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1635
 OD1635  HISTORY     - Date     Condition        Report By
 OD1635  HISTORY     - 1973     MONUMENTED       NY-091
 OD1635  HISTORY     - 20020805 GOOD             USPSQD
 OD1635  HISTORY     - 20030806 GOOD             USPSQD
 OD1635  HISTORY     - 20040807 GOOD             USPSQD
 OD1635  HISTORY     - 20050807 GOOD             USPSQD
 OD1635  HISTORY     - 20060829 GOOD             USPSQD
 OD1635
 OD1635                          STATION DESCRIPTION
 OD1635
 OD1635'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1635'THE STATION IS LOCATED 1.5 MILES SOUTH OF SARATOGA SPRINGS, 5.0
 OD1635'MILES NORTHEAST OF BALLSTON SPA, AND 5.5 MILES SOUTHEAST OF
 OD1635'GREENFIELD CENTER IN THE CITY OF SARATOGA SPRINGS - OUTSIDE
 OD1635'DISTRICT.
 OD1635'
 OD1635'TO REACH THE STATION FROM THE CITY HALL IN SARATOGA SPRINGS, GO
 OD1635'SOUTH ON U.S. HIGHWAY 9 FOR 1.35 MILES TO AZIMUTH MARK, BPB-1
 OD1635'(SACGS), ON LEFT.  CONTINUE SOUTH OF U.S. HIGHWAY 9 FOR 0.40
 OD1635'MILES TO T-INTERSECTION OF CRESCENT AVENUE ON LEFT AND STATION
 OD1635'ON RIGHT.
 OD1635'
 OD1635'TO REACH AZIMUTH MARK, BPB-2 (SACGS), FROM THE STATION, GO
 OD1635'SOUTH ON U.S. HIGHWAY 9 FOR 0.55 MILE TO MARK ON LEFT.
 OD1635'
 OD1635'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1635'SURVEY STAMPED BPB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1635'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1635'GROUND.  IT IS LOCATED 83.0 FEET NORTH OF GUY POLE FOR TRAFFIC
 OD1635'LIGHT, 3.4 FEET SOUTHWEST OF POLE NM 184-1, BOTH ON THE WEST
 OD1635'SIDE OF U.S. HIGHWAY 9, 25 FEET NORTH OF THE CENTERLINE OF
 OD1635'CRESCENT AVENUE EXTENDED AND 55.0 FEET WEST OF THE CENTER OF A
 OD1635'BLACKTOP MALL IN U.S. HIGHWAY 9.  THE UNDERGROUND MARK IS SET
 OD1635'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OD1635'SURFACE.
 OD1635'
 OD1635'AZIMUTH MARK, BPB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1635'COUNTY GEODETIC SURVEY STAMPED BPB-1.  IT IS SET IN THE TOP OF A
 OD1635'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1635'THE GROUND.  IT IS LOCATED 81.6 FEET SOUTHEAST OF POLE NM 193,
 OD1635'67.8 FEET NORTH OF POLE NM 192, 4.6 FEET SOUTHEAST OF THE MOST
 OD1635'EASTERLY POLE OF A SPEED LIMIT SIGN, ALL ON THE EAST SIDE OF
 OD1635'U.S.  HIGHWAY 9 AND 28.0 FEET EAST OF THE CENTERLINE OF U.S.
 OD1635'HIGHWAY 9.
 OD1635'
 OD1635'AZIMUTH MARK, BPB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1635'COUNTY GEODETIC SURVEY STAMPED BPB-2.  IT IS SET IN THE TOP OF A
 OD1635'12-INCH CYLINDRICAL, CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1635'THE GROUND.  IT IS LOCATED 231.4 FEET SOUTH OF POLE NYT 13,
 OD1635'181.5 FEET NORTH OF A HYDRANT, 4.4 FEET NORTHEAST OF POLE NM
 OD1635'171, NYT 14, ALL ON THE EAST SIDE OF U.S. HIGHWAY 9 AND 54.0
 OD1635'EAST OF THE CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.
 OD1635'
 OD1635'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 OD1635
 OD1635                          STATION RECOVERY (2002)
 OD1635
 OD1635'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1635'MARK IS LOCATED ONE FOOT EAST OF WITNESS POST.
 OD1635
 OD1635                          STATION RECOVERY (2003)
 OD1635
 OD1635'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1635'RECOVERED IN GOOD CONDITION.
 OD1635
 OD1635                          STATION RECOVERY (2004)
 OD1635
 OD1635'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1635'RECOVERED IN GOOD CONDITION.
 OD1635
 OD1635                          STATION RECOVERY (2005)
 OD1635
 OD1635'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1635'RECOVERED IN GOOD CONDITION.
 OD1635
 OD1635                          STATION RECOVERY (2006)
 OD1635
 OD1635'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1612 ***********************************************************************
 OD1612  DESIGNATION -  BPC
 OD1612  PID         -  OD1612
 OD1612  STATE/COUNTY-  NY/SARATOGA
 OD1612  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1612
 OD1612                         *CURRENT SURVEY CONTROL
 OD1612  ___________________________________________________________________
 OD1612* NAD 83(1996)-  43 02 03.57177(N)    073 46 33.53494(W)     ADJUSTED  
 OD1612* NAVD 88     -        90.3    (meters)     296.     (feet)  VERTCON   
 OD1612  ___________________________________________________________________
 OD1612  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 OD1612  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OD1612
 OD1612  HORZ ORDER  -  SECOND
 OD1612
 OD1612.The horizontal coordinates were established by classical geodetic methods
 OD1612.and adjusted by the National Geodetic Survey in January 1999..
 OD1612
 OD1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1612
 OD1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1612
 OD1612.The geoid height was determined by GEOID03.
 OD1612
 OD1612;                    North         East     Units Scale Factor Converg.
 OD1612;SPC NY E     -   466,739.282   208,998.470   MT  0.99994281   +0 29 38.8
 OD1612;SPC NY E     - 1,531,293.79    685,689.15   sFT  0.99994281   +0 29 38.8
 OD1612;UTM  18      - 4,765,353.507   599,712.675   MT  0.99972231   +0 50 07.4
 OD1612
 OD1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1612!SPC NY E     -   0.99999066  x   0.99994281  =   0.99993347
 OD1612!UTM  18      -   0.99999066  x   0.99972231  =   0.99971297
 OD1612
 OD1612:                Primary Azimuth Mark                     Grid Az
 OD1612:SPC NY E     -  BPC 1                                    030 29 27.4
 OD1612:UTM  18      -  BPC 1                                    030 08 58.8
 OD1612
 OD1612|---------------------------------------------------------------------|
 OD1612| PID    Reference Object                     Distance      Geod. Az  |
 OD1612|                                                           dddmmss.s |
 OD1612| DA3087 BPC 1                                              0305906.2 |
 OD1612| DA3088 BPC 2                                              2100907.9 |
 OD1612| OD1629 BPC A SACGS 1973                     11.553 METERS 27318     |
 OD1612|---------------------------------------------------------------------|
 OD1612
 OD1612                          SUPERSEDED SURVEY CONTROL
 OD1612
 OD1612  NAD 83(1996)-  43 02 03.57405(N)    073 46 33.53584(W) AD(       ) 2
 OD1612  NAD 83(1996)-  43 02 03.57430(N)    073 46 33.53591(W) AD(       ) 2
 OD1612  NAD 83(1992)-  43 02 03.57524(N)    073 46 33.53563(W) AD(       ) 2
 OD1612  NAD 83(1992)-  43 02 03.57543(N)    073 46 33.53576(W) AD(       ) 2
 OD1612  NAD 83(1986)-  43 02 03.57634(N)    073 46 33.53490(W) AD(       ) 2
 OD1612  NAD 27      -  43 02 03.30700(N)    073 46 35.10306(W) AD(       ) 2
 OD1612  NGVD 29 (07/19/86)   90.5    (m)          297.     (f) VERT ANG       
 OD1612
 OD1612.Superseded values are not recommended for survey control.
 OD1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1612.See file dsdata.txt to determine how the superseded data were derived.
 OD1612
 OD1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9971365354(NAD 83)
 OD1612_MARKER: DD = SURVEY DISK
 OD1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1612+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 OD1612
 OD1612  HISTORY     - Date     Condition        Report By
 OD1612  HISTORY     - 1973     MONUMENTED       NY-091
 OD1612  HISTORY     - 20010804 GOOD             USPSQD
 OD1612  HISTORY     - 20020805 GOOD             USPSQD
 OD1612  HISTORY     - 20030805 GOOD             USPSQD
 OD1612  HISTORY     - 20040805 GOOD             USPSQD
 OD1612  HISTORY     - 20050805 GOOD             USPSQD
 OD1612  HISTORY     - 20060829 GOOD             USPSQD
 OD1612
 OD1612                          STATION DESCRIPTION
 OD1612
 OD1612'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1612'THE STATION IS LOCATED 3.0 MILES SOUTH OF SARATOGA SPRINGS, 4.5
 OD1612'MILES NORTHEAST OF BALLSTON SPA, AND 2.0 MILES NORTHEAST OF
 OD1612'MALTA RIDGE IN THE TOWNSHIP OF MALTA.
 OD1612'
 OD1612'TO REACH THE STATION FROM JUNCTION OF EXIT 13 OF INTERSTATE
 OD1612'87 AND U.S. HIGHWAY 9, GO SOUTH ON U.S. HIGHWAY 9 FOR
 OD1612'0.75 MILE TO THE INTERSECTION OF COUNTY HIGHWAY 63.  TURN LEFT
 OD1612'AND GO EAST ON COUNTY HIGHWAY 63 (CHINA TOWN ROAD) FOR 0.60
 OD1612'MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 61 (ROWLEY ROAD)
 OD1612'ON LEFT.  TURN LEFT AND GO NORTH AND NORTHEAST ON COUNTY HIGHWAY
 OD1612'61 FOR 1.40 MILES TO AZIMUTH MARK, BPC-2 (SACGS), ON
 OD1612'LEFT.  CONTINUE NORTHEAST ON COUNTY HIGHWAY 61 FOR 0.15 MILE
 OD1612'TO STATION ON RIGHT.
 OD1612'
 OD1612'TO REACH AZIMUTH MARK, BPC-1 (SACGS), FROM THE STATION, GO
 OD1612'NORTHEAST ON COUNTY HIGHWAY 61 FOR 0.40 MILE TO MARK ON LEFT.
 OD1612'
 OD1612'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1612'SURVEY STAMPED BPC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1612'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1612'THE GROUND.  IT IS LOCATED 119.0 FEET NORTHEAST OF THE CENTERLINE
 OD1612'OF A BLACKTOP DRIVE, 146.0 FEET NORTHEAST OF A 14-INCH WHITE PINE
 OD1612'TREE, 122.0 FEET NORTH OF AN 11-INCH LOCUST TREE, 2.6 FEET
 OD1612'WEST OF A ROAD SIGN, ALL ON THE SOUTHEAST SIDE OF THE COUNTY
 OD1612'HIGHWAY 61 AND 16.3 FEET SOUTHEAST OF THE CENTERLINE OF
 OD1612'COUNTY HIGHWAY 61.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 OD1612'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1612'
 OD1612'AZIMUTH MARK, BPC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1612'COUNTY GEODETIC SURVEY STAMPED BPC-1.  IT IS SET IN THE TOP OF A
 OD1612'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1612'THE GROUND.  IT IS LOCATED 52.5 FEET SOUTHWEST OF THE SOUTHWEST
 OD1612'END OF A 15-INCH CONCRETE CULVERT, 24.1 FEET NORTHEAST OF THE
 OD1612'NORTHEAST END OF A 12-INCH CONCRETE CULVERT, 31.0 FEET EAST OF
 OD1612'A N.Y.S. RIGHT-OF-WAY MONUMENT, 2.4 FEET SOUTHEAST OF A ROAD
 OD1612'SIGN, ALL ON THE NORTHWEST SIDE OF COUNTY HIGHWAY 61, AND
 OD1612'17.3 FEET NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY 61.
 OD1612'
 OD1612'AZIMUTH MARK, BPC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1612'COUNTY GEODETIC SURVEY STAMPED BPC-2.  IT IS SET IN THE TOP OF A
 OD1612'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1612'THE GROUND.  IT IS LOCATED 67.9 FEET NORTHWEST OF POLE NM 42
 OD1612'ON THE SOUTHEAST SIDE OF COUNTY HIGHWAY 61, 6.0 FEET NORTHEAST
 OD1612'OF THE NORTHEAST END OF A 15-INCH CONCRETE CULVERT, 12.3 FEET
 OD1612'SOUTHEAST OF A GUY POLE BOTH ON THE NORTHWEST SIDE OF COUNTY
 OD1612'HIGHWAY 61 AND 17.4 FEET NORTHWEST OF THE CENTERLINE OF
 OD1612'COUNTY HIGHWAY 61.
 OD1612'
 OD1612'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 OD1612
 OD1612                          STATION RECOVERY (2001)
 OD1612
 OD1612'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1612'RECOVERED IN GOOD CONDITION.
 OD1612
 OD1612                          STATION RECOVERY (2002)
 OD1612
 OD1612'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1612'RECOVERED IN GOOD CONDITION.
 OD1612
 OD1612                          STATION RECOVERY (2003)
 OD1612
 OD1612'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1612'RECOVERED IN GOOD CONDITION.
 OD1612
 OD1612                          STATION RECOVERY (2004)
 OD1612
 OD1612'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1612'RECOVERED IN GOOD CONDITION.
 OD1612
 OD1612                          STATION RECOVERY (2005)
 OD1612
 OD1612'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1612'RECOVERED IN GOOD CONDITION.
 OD1612
 OD1612                          STATION RECOVERY (2006)
 OD1612
 OD1612'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5945 ***********************************************************************
 KV5945  DESIGNATION -  BQE 1
 KV5945  PID         -  KV5945
 KV5945  STATE/COUNTY-  NY/KINGS
 KV5945  USGS QUAD   -  JERSEY CITY (1981)
 KV5945
 KV5945                         *CURRENT SURVEY CONTROL
 KV5945  ___________________________________________________________________
 KV5945* NAD 83(1996)-  40 38 04.44628(N)    074 00 57.68632(W)     ADJUSTED  
 KV5945* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 KV5945  ___________________________________________________________________
 KV5945  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KV5945  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV5945
 KV5945  HORZ ORDER  -  SECOND
 KV5945
 KV5945.The horizontal coordinates were established by GPS observations
 KV5945.and adjusted by the National Geodetic Survey in January 1999..
 KV5945
 KV5945.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5945
 KV5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5945
 KV5945.The geoid height was determined by GEOID03.
 KV5945
 KV5945;                    North         East     Units Scale Factor Converg.
 KV5945;SPC NY L     -    51,958.496   298,644.399   MT  1.00000194   -0 00 37.7
 KV5945;SPC NY L     -   170,467.17    979,802.50   sFT  1.00000194   -0 00 37.7
 KV5945;SPC NJ       -   200,082.911   190,939.456   MT  0.99992062   +0 18 54.7
 KV5945;SPC NJ       -   656,438.68    626,440.53   sFT  0.99992062   +0 18 54.7
 KV5945;SPC NY E     -   200,082.911   190,939.456   MT  0.99992062   +0 18 54.7
 KV5945;SPC NY E     -   656,438.68    626,440.53   sFT  0.99992062   +0 18 54.7
 KV5945;UTM  18      - 4,498,657.313   583,209.883   MT  0.99968522   +0 38 27.0
 KV5945
 KV5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5945!SPC NY L     -   1.00000144  x   1.00000194  =   1.00000338
 KV5945!SPC NJ       -   1.00000144  x   0.99992062  =   0.99992206
 KV5945!SPC NY E     -   1.00000144  x   0.99992062  =   0.99992206
 KV5945!UTM  18      -   1.00000144  x   0.99968522  =   0.99968666
 KV5945
 KV5945                          SUPERSEDED SURVEY CONTROL
 KV5945
 KV5945  NAD 83(1996)-  40 38 04.44646(N)    074 00 57.68602(W) AD(       ) 2
 KV5945  NAD 83(1992)-  40 38 04.44641(N)    074 00 57.68632(W) AD(       ) 2
 KV5945  NAD 83(1986)-  40 38 04.44631(N)    074 00 57.68760(W) AD(       ) 2
 KV5945  NGVD 29 (07/14/89)   23.2    (m)           76.     (f) GPS OBS        
 KV5945
 KV5945.Superseded values are not recommended for survey control.
 KV5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5945.See file dsdata.txt to determine how the superseded data were derived.
 KV5945
 KV5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8321098657(NAD 83)
 KV5945_MARKER: DS = TRIANGULATION STATION DISK
 KV5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5945+STABILITY: SURFACE MOTION
 KV5945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5945+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KV5945
 KV5945  HISTORY     - Date     Condition        Report By
 KV5945  HISTORY     - 1985     MONUMENTED       GEOHYD
 KV5945  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 KV5945
 KV5945                          STATION DESCRIPTION
 KV5945
 KV5945'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KV5945'THE STATION IS LOCATED IN A GRASS AREA BETWEEN THE NORTHBOUND GOWANUS
 KV5945'EXPRESSWAY AND 65TH STREET SOUTH OF 6TH AVENUE.
 KV5945'
 KV5945'TO REACH THE STATION FROM THE SHORE PARKWAY/GOWANUS EXPRESSWAY
 KV5945'INTERCHANGE, PROCEED SOUTH ON THE GOWANUS EXPRESSWAY FOR 0.6 MILES TO
 KV5945'THE 6TH AVENUE EXIT.  TURN LEFT ON TO 6TH AVENUE AND PROCEED NORTH ONE
 KV5945'(1) BLOCK TO 65TH STREET.  TURN RIGHT ON TO 65TH STREET AND PROCEED
 KV5945'EAST FOR 175 FEET TO THE STATION ON THE RIGHT.
 KV5945'
 KV5945'THE STATION MARK IS 9.8 FEET FROM AND NORMAL TO THE NORTHBOUND GOWANUS
 KV5945'EXPRESSWAY RIGHT CURB FACE, 36.0 FEET EAST OF THE NORTHEAST CORNER OF
 KV5945'A PARAPET WALL AND 25.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KV5945'STREET LIGHT BASE ON 65TH STREET.  IT IS A BRASS TRIANGULATION DISK
 KV5945'SET IN A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 KV5945'STAMPED BQE 1 1985.
 KV5945'
 KV5945'REFERENCE MARK NO. 1 IS LOCATED IN THE SIDEWALK ON THE EAST SIDE OF
 KV5945'65TH STREET.  IT IS 23.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 KV5945'AUTOMOBILE DEALERSHIP BUILDING, 1.0 FEET FROM AND NORMAL TO THE NORTH
 KV5945'CURB FACE OF 65TH STREET AND 14.3 FEET WEST OF THE CENTER OF A
 KV5945'HYDRANT.  IT IS A BRASS TRIANGULATION DISK DRILLED AND MORTARED INTO
 KV5945'THE SIDEWALK AND STAMPED--- RM 1.
 KV5945'
 KV5945'REFERENCE MARK NO. 2 IS LOCATED BETWEEN THE GOWANUS EXPRESSWAY AND
 KV5945'65TH STREET.  IT IS 30.1 FEET FROM AND NORMAL TO THE GOWANUS
 KV5945'EXPRESSWAY NORTHBOUND RIGHT CURB FACE AND 123.7 FEET EAST OF THE
 KV5945'NORTHWEST CORNER OF A CONCRETE PARAPET WALL.  IT IS AN ALUMINUM CAP
 KV5945'STAMPED RM 2 MOUNTED ON A 3 FOOT LONG REINFORCING ROD SET FLUSH WITH
 KV5945'THE GROUND AND PLACED WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KV5945'
 KV5945'THE AZIMUTH MARK IS LOCATED IN THE EAST SHOULDERR OF THE NORTHBOUND
 KV5945'GOWANUS EXPRESSWAY.  IT IS APPROXIMATELY 510 FEET SOUTH OF THE THIRD
 KV5945'AVENUE EXIT SIGN.  IT IS 18.9 FEET FROM AND NORMAL TO THE GOWANUS
 KV5945'EXPRESSWAY NORTHBOUND RIGHT CURB FACE AND 21.8 FEET NORTH OF THE
 KV5945'NORTHEAST CORNER OF A ROADWAY CATCH BASIN.  IT IS AN ALUMINUM CAP
 KV5945'STAMPED 1 AZ MOUNTED ON A 3 FOOT LONG REINFORCING ROD SET FLUSH WITH
 KV5945'THE GROUND AND PLACED WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KV5945
 KV5945                          STATION RECOVERY (2006)
 KV5945
 KV5945'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV5945'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KV5945' 
 KV5945'THE AREA AROUND THE INTERSECTION OF 65TH STREET AND THE GOWANUS
 KV5945'EXPRESSWAY WAS SEARCHED FOR ABOUT 20 MINUTES INCLUDING CAREFUL
 KV5945'MEASUREMENTS AND SUB-SURFACE PROBING AT THE LOCATIONS DESCRIBED ON THE
 KV5945'DATASHEET. NIETHER THE STATION MARK NOR EITHER OF THE REFERENCE MARKS
 KV5945'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4524 ***********************************************************************
 KU4524  DESIGNATION -  BQE 2
 KU4524  PID         -  KU4524
 KU4524  STATE/COUNTY-  NY/KINGS
 KU4524  USGS QUAD   -  BROOKLYN (1979)
 KU4524
 KU4524                         *CURRENT SURVEY CONTROL
 KU4524  ___________________________________________________________________
 KU4524* NAD 83(1996)-  40 40 00.11661(N)    073 59 43.94546(W)     ADJUSTED  
 KU4524* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 KU4524  ___________________________________________________________________
 KU4524  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KU4524  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KU4524
 KU4524  HORZ ORDER  -  SECOND
 KU4524
 KU4524.The horizontal coordinates were established by GPS observations
 KU4524.and adjusted by the National Geodetic Survey in January 1999..
 KU4524
 KU4524.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4524
 KU4524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4524
 KU4524.The geoid height was determined by GEOID03.
 KU4524
 KU4524;                    North         East     Units Scale Factor Converg.
 KU4524;SPC NY L     -    55,526.403   300,377.093   MT  1.00000000   +0 00 10.5
 KU4524;SPC NY L     -   182,172.87    985,487.18   sFT  1.00000000   +0 00 10.5
 KU4524;SPC NY E     -   203,660.326   192,651.702   MT  0.99992238   +0 19 43.5
 KU4524;SPC NY E     -   668,175.59    632,058.13   sFT  0.99992238   +0 19 43.5
 KU4524;SPC NJ       -   203,660.326   192,651.702   MT  0.99992238   +0 19 43.5
 KU4524;SPC NJ       -   668,175.59    632,058.13   sFT  0.99992238   +0 19 43.5
 KU4524;UTM  18      - 4,502,243.564   584,901.365   MT  0.99968872   +0 39 16.6
 KU4524
 KU4524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4524!SPC NY L     -   1.00000307  x   1.00000000  =   1.00000307
 KU4524!SPC NY E     -   1.00000307  x   0.99992238  =   0.99992545
 KU4524!SPC NJ       -   1.00000307  x   0.99992238  =   0.99992545
 KU4524!UTM  18      -   1.00000307  x   0.99968872  =   0.99969179
 KU4524
 KU4524                          SUPERSEDED SURVEY CONTROL
 KU4524
 KU4524  NAD 83(1996)-  40 40 00.11680(N)    073 59 43.94515(W) AD(       ) 2
 KU4524  NAD 83(1992)-  40 40 00.11674(N)    073 59 43.94544(W) AD(       ) 2
 KU4524  NAD 83(1986)-  40 40 00.11663(N)    073 59 43.94670(W) AD(       ) 2
 KU4524  NGVD 29 (07/14/89)   12.7    (m)           42.     (f) GPS OBS        
 KU4524
 KU4524.Superseded values are not recommended for survey control.
 KU4524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4524.See file dsdata.txt to determine how the superseded data were derived.
 KU4524
 KU4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8490102244(NAD 83)
 KU4524_MARKER: DS = TRIANGULATION STATION DISK
 KU4524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4524+STABILITY: SURFACE MOTION
 KU4524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4524+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KU4524
 KU4524  HISTORY     - Date     Condition        Report By
 KU4524  HISTORY     - 1985     MONUMENTED       GEOHYD
 KU4524  HISTORY     - 20021204 MARK NOT FOUND   INDIV
 KU4524  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 KU4524
 KU4524                          STATION DESCRIPTION
 KU4524
 KU4524'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KU4524'THE STATION IS LOCATED IN A GRASS SIDE SLOPE EAST OF THE SOUTHBOUND
 KU4524'GOWANUS EXPRESSWAY, SOUTH OF THE EASTBOUND PROSPECT EXPRESSWAY AND
 KU4524'WEST OF THIRD AVENUE.
 KU4524'
 KU4524'TO REACH THE STATION FROM THE SHORE PARKWAY/GOWANUS EXPRESSWAY
 KU4524'INTERCHANGE, PROCED NORTH ON THE GOWANUS EXPRESSWAY FOR 1.3 MILES TO
 KU4524'EXIT 38.  TURN LEFT ON TO 4TH AVENUE AND PROCEED NORTH FOR TWO (2)
 KU4524'BLOCKS TO 36TH STREET.  TURN LEFT ON TO 36TH STREET AND PROCEED WEST
 KU4524'FOR ONE (1) BLOCK TO 3RD AVENUE.  TURN RIGHT ON TO 3RD AVENUE AND
 KU4524'PROCEED NORTH FOR 0.9 MILES TO PROSPECT AVENUE.  MAKE A U-TURN TO
 KU4524'PROCEED SOUTH ON 3RD AVENUE FOR 100 FEET TO THE STATION ON THE RIGHT.
 KU4524'
 KU4524'THE STATION MARK IS 40.4 FEET NORTHEAST OF THE WEST END OF A
 KU4524'RETAINING WALL, 18.6 FEET OF THE WEST END OF A STEE GUIDE RAIL AND
 KU4524'22.0 FEET FROM AND NORMAL TO THE PROSPECT EXPRESSWAY RAMP CURB FACE.
 KU4524'IT IS A BRASS TRIANGULATION DISK SET IN A 12 INCH DIAMETER CONCRETE
 KU4524'MONUMENT FLUSH WITH THE GROUND AND STAMPED--- BQE 2 1985.
 KU4524'
 KU4524'REFERENCE MARK NO. 1 IS LOCATED BETWEEN THE PROSPECT EXPRESSWAY RAMP
 KU4524'AND THE RETAINING WALL.  IT IS 19.4 FEET FROM AND NORMAL TO THE NORTH
 KU4524'SIDE OF THE RETAINING WALL AND 35.5 FEET EAST OF THE WEST END OF A
 KU4524'STEEL GUIDE RAIL.  IT IS AN ALUMINUM CAP STAMPED--- RM 1 MOUNTED ON A
 KU4524'3 FOOT LONG REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED WITH
 KU4524'AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4524'
 KU4524'REFERENCE MARK NO. 2 IS LOCATED BETWEEN THE RETAINING WALL AND THIRD
 KU4524'AVENUE.  IT IS 17.7 FEET SOUTHEAST OF THE WEST END OF A RETAINING
 KU4524'WALL, 8.0 FEET EAST OF AN 8 INCH OAK TREE AND 80.9 FEET FROM AND
 KU4524'NORMAL TO THE NORTH CURB FACE OF THIRD AVENUE.  IT IS AN ALUMINUM
 KU4524'CAP STAMPED--- RM 2 MOUNTED ON A 3 FOOT LONG REINFORCING ROD SET FLUSH
 KU4524'WITH THE GROUND AND PLACED WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4524'
 KU4524'THE AZIMUTH MARK IS LOCATED IN A PARKING FIELD BENEATH THE GOWANUS
 KU4524'EXPRESSWAY BETWEEN 19TH AND 20TH STREETS.  IT IS 1.8 FEET FROM AND
 KU4524'NORMAL TO THE WEST CURB FACE OF THIRD AVENUE, 41.2 FEET SOUTHEAST OF
 KU4524'THE SOUTHEAST CORNER OF THE SECOND STEEL COLUMN SOUTH OF 19TH STREET
 KU4524'AND 20.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE THIRD STEEL
 KU4524'COLUMN SOUTH OF 19TH STREET.  IT IS A BRASS TRIANGULATION DISK
 KU4524'DRILLED AND MORTARED INTO THE CONCRETE SUB-BASE AND STAMPED--- 2 AZ.
 KU4524
 KU4524                          STATION RECOVERY (2002)
 KU4524
 KU4524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DB)
 KU4524'NO MONUMENTS FOUND AT TIE LOCATIONS - LARGE HOLES SHOW WHERE PREVIOUS
 KU4524'RECOVERY ATTEMPS WERE MADE.  THE MARK AND REFERENCE MONUMENTS APPEAR
 KU4524'TO HAVE BEEN INTENTIONALLY REMOVED WELL BEFORE DECEMBER 2002.
 KU4524
 KU4524                          STATION RECOVERY (2006)
 KU4524
 KU4524'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4524'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU4524' 
 KU4524'IT WAS DIFFICULT TO MAKE A CORRESPONDENCE BETWEEN THE DIRECTIONS AND
 KU4524'WHAT WAS FOUND AT THE SITE. THE LOCATION IS A COMPLICATED SERIES OF
 KU4524'INTERCHANGES AND ON AND OFF RAMPS. THE STATION MARK AND REFERENCE
 KU4524'MARKS WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5946 ***********************************************************************
 KV5946  DESIGNATION -  BQE 3
 KV5946  PID         -  KV5946
 KV5946  STATE/COUNTY-  NY/KINGS
 KV5946  USGS QUAD   -  JERSEY CITY (1981)
 KV5946
 KV5946                         *CURRENT SURVEY CONTROL
 KV5946  ___________________________________________________________________
 KV5946* NAD 83(1996)-  40 40 54.82097(N)    074 00 19.59011(W)     ADJUSTED  
 KV5946* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 KV5946  ___________________________________________________________________
 KV5946  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KV5946  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV5946
 KV5946  HORZ ORDER  -  SECOND
 KV5946
 KV5946.The horizontal coordinates were established by GPS observations
 KV5946.and adjusted by the National Geodetic Survey in January 1999..
 KV5946
 KV5946.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5946
 KV5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5946
 KV5946.The geoid height was determined by GEOID03.
 KV5946
 KV5946;                    North         East     Units Scale Factor Converg.
 KV5946;SPC NY L     -    57,213.848   299,539.968   MT  0.99999919   -0 00 12.8
 KV5946;SPC NY L     -   187,709.10    982,740.71   sFT  0.99999919   -0 00 12.8
 KV5946;SPC NJ       -   205,342.852   191,805.059   MT  0.99992150   +0 19 20.6
 KV5946;SPC NJ       -   673,695.67    629,280.43   sFT  0.99992150   +0 19 20.6
 KV5946;SPC NY E     -   205,342.852   191,805.059   MT  0.99992150   +0 19 20.6
 KV5946;SPC NY E     -   673,695.67    629,280.43   sFT  0.99992150   +0 19 20.6
 KV5946;UTM  18      - 4,503,920.854   584,045.366   MT  0.99968694   +0 38 54.1
 KV5946
 KV5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5946!SPC NY L     -   1.00000417  x   0.99999919  =   1.00000336
 KV5946!SPC NJ       -   1.00000417  x   0.99992150  =   0.99992567
 KV5946!SPC NY E     -   1.00000417  x   0.99992150  =   0.99992567
 KV5946!UTM  18      -   1.00000417  x   0.99968694  =   0.99969111
 KV5946
 KV5946                          SUPERSEDED SURVEY CONTROL
 KV5946
 KV5946  NAD 83(1996)-  40 40 54.82116(N)    074 00 19.58983(W) AD(       ) 2
 KV5946  NAD 83(1992)-  40 40 54.82102(N)    074 00 19.59020(W) AD(       ) 2
 KV5946  NAD 83(1986)-  40 40 54.82491(N)    074 00 19.58942(W) AD(       ) 2
 KV5946  NGVD 29 (07/14/89)    5.6    (m)           18.     (f) GPS OBS        
 KV5946
 KV5946.Superseded values are not recommended for survey control.
 KV5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5946.See file dsdata.txt to determine how the superseded data were derived.
 KV5946
 KV5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8404503921(NAD 83)
 KV5946_MARKER: DS = TRIANGULATION STATION DISK
 KV5946_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5946_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KV5946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5946+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 KV5946
 KV5946  HISTORY     - Date     Condition        Report By
 KV5946  HISTORY     - 1985     MONUMENTED       GEOHYD
 KV5946  HISTORY     - 20021204 GOOD             INDIV
 KV5946
 KV5946                          STATION DESCRIPTION
 KV5946
 KV5946'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KV5946'THE STATION IS LOCATED IN A GRANITE COPING AT THE NORTHWEST CORNER
 KV5946'OF THE PARAPET WALL 4 FEET ABOVE THE GRADE OF WOODHULL STREET AT THE
 KV5946'BROOKLYN ENTRANCE TO THE BROOKLYN-BATTERY TUNNEL.
 KV5946'
 KV5946'TO REACH THE STATION FROM THE SHORE PARKWAY/GOWANUS EXPRESSWAY
 KV5946'INTERCHANGE, PROCEED NORTH ON THE GOWANUS EXPRESSWAY FOR 3.0 MILES
 KV5946'TO THE HAMILTON AVENUE EXIT.  PRROCEED WEST ALONG HAMILTON AVENUE
 KV5946'EAST FOR 0.5 MILE TO WOODHULL STREET AND THE STATION ON THE LEFT.
 KV5946'
 KV5946'THE STATION MARK IS 2.8 FEET FROM AND NORMAL TO THE NORTH EDGE OF
 KV5946'THE PARAPET WALL AND 4.1 FEET FROM AND NORMAL TO THE WEST EDGE OF
 KV5946'THE PARAPET WALL.  IT IS A BRASS TRIANGULATION DISK DRILLED AND
 KV5946'MORTARED INTO THE COPING AND STAMPED--- BQE 3 1985.
 KV5946'
 KV5946'REFERENCE MARK NO. 1 IS LOCATED IN A TREE WELL ON THE WEST SIDE OF
 KV5946'WOODHULL STREET BETWEEN HAMILTON AVENUE WESTBOUND AND THE ENTRANCE
 KV5946'TO A PARKING FIELD.  IT IS 62.3 FEET SOUTH OF THE BULLNOSE OF THE
 KV5946'CURB AT THE SOUTHWEST CORNER OF HAMILTON AVENUE WESTBOUND AND
 KV5946'WOODHULL STREET AND 60.1 FEET WEST OF THE NORTHWEST CORNER OF THE
 KV5946'PARAPET WALL.  IT IS AN ALUMINUM CAP STAMPED--- RM 1 MOUNTED ON A 3
 KV5946'FOOT LONG REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED WITH
 KV5946'AN 8 INCH DIAMETER CONCRETE COLLAR.
 KV5946'
 KV5946'REFERENCE MARK NO. 2 IS LOCATED IN A TREE WELL ON THE WEST SIDE OF
 KV5946'WOODHULL STREET BETWEEN THE ENTRANCE TO A PARKING FIELD AND HAMILTON
 KV5946'AVENUE EASTBOUND.  IT IS 12.3 FEET FROM AND NORMAL TO THE WEST CURB
 KV5946'FACE OF WOODHULL STREET AND 90.4 FEET SOUTHWEST OF THE NORTHWEST
 KV5946'CORNER OF THE PARAPET WALL.  IT IS AN ALUMINUM CAP STAMPED--- RM 2
 KV5946'MOUNTED ON A 3 FOOT LONG REINFORCING ROD SET FLUSH WITH THE GROUND
 KV5946'AND PLACED WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KV5946'
 KV5946'AZIMUTH MARK IS LOCATED IN A CONCRETE SIDEWALK BETWEEN THE
 KV5946'SOUTHBOUND HAMILTON AVENUE EXIT RAMP AND THE GOWANUS EXPRESSWAY.  IT
 KV5946'IS 33.7 FEET SOUTHEAST OF THE END OF THE SOUTHBOUND HAMILTON AVENUE
 KV5946'EXIT GORE AND 5.6 FEET FROM AND NORMAL TO THE NORTH CURB FACE OF THE
 KV5946'SOUTHBOUND HAMILTON AVENUE EXIT RAMP.  IT IS A BRASS TRIANGULATION
 KV5946'DISK DRILLED AND MORTARED INTO THE SIDEWALK AND STAMPED--- 3 AZ.
 KV5946
 KV5946                          STATION RECOVERY (2002)
 KV5946
 KV5946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DB)
 KV5946'MONUMENT FOUND INTACT AT NW CORNER OF PARAPET WALL, INSIDE OF IRON
 KV5946'RAILING - ACCESSIBLE BY HAND THROUGH RAILING.  MONUMENT LOCATION IS
 KV5946'UNDER THE CONTROL OF MTA-BROOKLYN BATTERY TUNNEL, 160 HAMILTON AVENUE,
 KV5946'BROOKLYN, NY 11231 TELEPHONE 718/797-6901 FAX 718/797-6908.  APPLY TO
 KV5946'JAMES FERRARA, GM FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4525 ***********************************************************************
 KU4525  DESIGNATION -  BQE 4
 KU4525  PID         -  KU4525
 KU4525  STATE/COUNTY-  NY/KINGS
 KU4525  USGS QUAD   -  JERSEY CITY (1981)
 KU4525
 KU4525                         *CURRENT SURVEY CONTROL
 KU4525  ___________________________________________________________________
 KU4525* NAD 83(1996)-  40 41 31.12433(N)    073 59 59.39738(W)     ADJUSTED  
 KU4525* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU4525  ___________________________________________________________________
 KU4525  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KU4525  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KU4525
 KU4525  HORZ ORDER  -  SECOND
 KU4525
 KU4525.The horizontal coordinates were established by GPS observations
 KU4525.and adjusted by the National Geodetic Survey in January 1999..
 KU4525
 KU4525.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4525
 KU4525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4525
 KU4525.The geoid height was determined by GEOID03.
 KU4525
 KU4525;                    North         East     Units Scale Factor Converg.
 KU4525;SPC NY L     -    58,333.669   300,014.149   MT  0.99999869   +0 00 00.4
 KU4525;SPC NY L     -   191,383.05    984,296.42   sFT  0.99999869   +0 00 00.4
 KU4525;SPC NY E     -   206,465.266   192,272.825   MT  0.99992199   +0 19 34.0
 KU4525;SPC NY E     -   677,378.13    630,815.09   sFT  0.99992199   +0 19 34.0
 KU4525;SPC NJ       -   206,465.266   192,272.825   MT  0.99992199   +0 19 34.0
 KU4525;SPC NJ       -   677,378.13    630,815.09   sFT  0.99992199   +0 19 34.0
 KU4525;UTM  18      - 4,505,045.648   584,506.630   MT  0.99968790   +0 39 07.7
 KU4525
 KU4525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4525!SPC NY L     -   1.00000432  x   0.99999869  =   1.00000301
 KU4525!SPC NY E     -   1.00000432  x   0.99992199  =   0.99992631
 KU4525!SPC NJ       -   1.00000432  x   0.99992199  =   0.99992631
 KU4525!UTM  18      -   1.00000432  x   0.99968790  =   0.99969222
 KU4525
 KU4525                          SUPERSEDED SURVEY CONTROL
 KU4525
 KU4525  NAD 83(1996)-  40 41 31.12452(N)    073 59 59.39708(W) AD(       ) 2
 KU4525  NAD 83(1992)-  40 41 31.12437(N)    073 59 59.39750(W) AD(       ) 2
 KU4525  NAD 83(1986)-  40 41 31.12815(N)    073 59 59.39687(W) AD(       ) 2
 KU4525  NGVD 29 (07/14/89)    4.6    (m)           15.     (f) GPS OBS        
 KU4525
 KU4525.Superseded values are not recommended for survey control.
 KU4525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4525.See file dsdata.txt to determine how the superseded data were derived.
 KU4525
 KU4525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8450705046(NAD 83)
 KU4525_MARKER: DS = TRIANGULATION STATION DISK
 KU4525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4525+STABILITY: SURFACE MOTION
 KU4525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4525+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KU4525
 KU4525  HISTORY     - Date     Condition        Report By
 KU4525  HISTORY     - 1985     MONUMENTED       GEOHYD
 KU4525  HISTORY     - 20051219 MARK NOT FOUND   GEOCAC
 KU4525
 KU4525                          STATION DESCRIPTION
 KU4525
 KU4525'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KU4525'THE STATION IS LOCATED IN A GRASS SIDE SLOPE WEST OF THE
 KU4525'BROOKLYN-QUEENS EXPRESSWAY NORTH OF ATLANTIC AVENUE AND EAST OF
 KU4525'FURMAN STREET.
 KU4525'
 KU4525'TO REACH THE STATION FROM THE GOWANUS EXPRESSWAY/BROOKLYN-QUEENS
 KU4525'EXPRESSWAY INTERCHANGE, PROCEED NORTH ON THE BROOKLYN-QUEENS
 KU4525'EXPRESSWAY FOR ONE (1) MILE TO THE ATLANTIC AVENUE EXIT (EXIT 27).
 KU4525'TURN LEFT ON TO ATLANTIC AVENUE AND PROCEED WEST UNDER THE
 KU4525'BROOKLYN-QUEENS EXPRESSWAY TO THE STATION ON THE RIGHT.
 KU4525'
 KU4525'THE STATION MARK IS 59.0 FEET FROM AND NORMAL TO THE EAST CURB FACE
 KU4525'OF FURMAN STREET EXTENDED, 45.8 FEET FROM AND NORMAL TO THE NORTH
 KU4525'CURB FACE OF ATLANTIC AVENUE EXTENDED AND 125.0 FEET NORTHWEST OF
 KU4525'THE SOUTHWEST CORNER OF THE NORTH BROOKLYN-QUEENS EXPRESSWAY
 KU4525'ABUTMENT.  IT IS A BRASS TRIANGULATION DISK SET IN A 12 INCH DIAMETER
 KU4525'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED--- BQE 4 1985.
 KU4525'
 KU4525'REFERENCE MARK NO. 1 IS LOCATED IN THE GRASS SIDE SLOPE BETWEEN THE
 KU4525'BROOKLYN-QUEENS EXPRESSWAY AND FURMAN STREET.  IT IS 23.8 FEET FROM
 KU4525'AND NORMAL TO THE EAST CURB FACE OF FURMAN STREET, 27.4 FEET SOUTH
 KU4525'OF THE SOUTH END OF A STONE FACED RETAINING WALL AND 119.0 FEET FROM
 KU4525'AND NORMAL TO ATLANTIC AVENUE EXTENDED.  IT IS AN ALUMINUM CAP
 KU4525'STAMPED RM 1 MOUNTED ON A 3 FOOT LONG REINFORCING ROD SET FLUSH WITH
 KU4525'THE GROUND AND PLACED WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4525'
 KU4525'REFERENCE MARK NO. 2 IS LOCATED IN THE CONCRETE MEDIAN SEPARATING
 KU4525'FURMAN STREET NORTHBOUND AND SOUTHBOUND.  IT IS 19.5 FEET NORTH OF
 KU4525'THE SOUTH END OF THE MEDIAN AND 1.5 FEET FROM AND NORMAL TO THE EAST
 KU4525'MEDIAN CURB FACE.  IT IS A BRASS TRIANGULATION DISK DRILLED AND
 KU4525'MORTARED INTO THE CONCRETE MEDIAN AND STAMPED--- RM 2.
 KU4525'
 KU4525'THE AZIMUTH MARK IS LOCATED SOUTH OF THE STATION IN THE NORTH
 KU4525'SIDEWALK OF CONGRESS STREET WEST OF COLUMBIA STREET.  IT IS 1.9
 KU4525'FEET FROM AND NORMAL TO THE NORTH CURB FACE OF CONGRESS STREET, 54.3
 KU4525'FEET WEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING AND 111.7 FEET
 KU4525'FROM AND NORMAL TO THE WEST CURB FACE OF COLUMBIA STREET EXTENDED.
 KU4525'IT IS A BRASS TRIANGULATION DISK DRILLED AND MORTARED IN THE
 KU4525'SIDEWALK AND STAMPED--- 4 AZ.
 KU4525
 KU4525                          STATION RECOVERY (2005)
 KU4525
 KU4525'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU4525'THE MARK WAS NOT FOUND. THE AREA SHOWS SIGNS OF RECENT LANDSCAPING.
 KU4525'THE LOCATION OF THE STATION WAS DETERMINED AND A WOODEN STAKE WITH
 KU4525'FADED SURVEYORS TAPE WAS FOUND AT THE LOCATION.  A HOLE ABOUT 12
 KU4525'INCHES DEEP WAS FOUND IN FRONT OF THE STAKE.  APPROXIMATELY 1/2 HOUR
 KU4525'WAS SPENT DIGGING AND PROBING IN THE AREA AND NOTHING WAS FOUND.
 KU4525' 
 KU4525'THE STATION MAY BE BELOW THE SURFACE OR IT MAY HAVE BEEN DESTROYED
 KU4525'DURING THE LANDSCAPING.
 KU4525' 
 KU4525'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 KU4525'WAS NOT FOUND AFTER ABOUT 10 MINUTES SEARCH.  THE AZIMUTH MARK, ABOUT
 KU4525'2 BLOCKS SOUTH ON CONGRESS STREET, WAS NOT ACCESSIBLE DUE TO A LOCKED
 KU4525'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4526 ***********************************************************************
 KU4526  DESIGNATION -  BQE 5
 KU4526  PID         -  KU4526
 KU4526  STATE/COUNTY-  NY/KINGS
 KU4526  USGS QUAD   -  BROOKLYN (1979)
 KU4526
 KU4526                         *CURRENT SURVEY CONTROL
 KU4526  ___________________________________________________________________
 KU4526* NAD 83(1996)-  40 42 03.43047(N)    073 59 21.50330(W)     ADJUSTED  
 KU4526* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 KU4526  ___________________________________________________________________
 KU4526  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 KU4526  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU4526
 KU4526  HORZ ORDER  -  SECOND
 KU4526
 KU4526.The horizontal coordinates were established by GPS observations
 KU4526.and adjusted by the National Geodetic Survey in January 1999..
 KU4526
 KU4526.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4526
 KU4526.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4526
 KU4526.The geoid height was determined by GEOID03.
 KU4526
 KU4526;                    North         East     Units Scale Factor Converg.
 KU4526;SPC NY L     -    59,330.259   300,903.754   MT  0.99999827   +0 00 25.2
 KU4526;SPC NY L     -   194,652.69    987,215.07   sFT  0.99999827   +0 00 25.2
 KU4526;SPC NY E     -   207,466.826   193,156.678   MT  0.99992292   +0 19 58.9
 KU4526;SPC NY E     -   680,664.08    633,714.87   sFT  0.99992292   +0 19 58.9
 KU4526;SPC NJ       -   207,466.826   193,156.678   MT  0.99992292   +0 19 58.9
 KU4526;SPC NJ       -   680,664.08    633,714.87   sFT  0.99992292   +0 19 58.9
 KU4526;UTM  18      - 4,506,051.986   585,384.564   MT  0.99968973   +0 39 32.8
 KU4526
 KU4526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4526!SPC NY L     -   1.00000240  x   0.99999827  =   1.00000067
 KU4526!SPC NY E     -   1.00000240  x   0.99992292  =   0.99992532
 KU4526!SPC NJ       -   1.00000240  x   0.99992292  =   0.99992532
 KU4526!UTM  18      -   1.00000240  x   0.99968973  =   0.99969213
 KU4526
 KU4526                          SUPERSEDED SURVEY CONTROL
 KU4526
 KU4526  NAD 83(1996)-  40 42 03.43063(N)    073 59 21.50312(W) AD(       ) 2
 KU4526  NAD 83(1992)-  40 42 03.43046(N)    073 59 21.50363(W) AD(       ) 2
 KU4526  NAD 83(1986)-  40 42 03.43428(N)    073 59 21.50409(W) AD(       ) 2
 KU4526  NGVD 29 (07/14/89)   16.8    (m)           55.     (f) GPS OBS        
 KU4526
 KU4526.Superseded values are not recommended for survey control.
 KU4526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4526.See file dsdata.txt to determine how the superseded data were derived.
 KU4526
 KU4526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8538506052(NAD 83)
 KU4526_MARKER: DS = TRIANGULATION STATION DISK
 KU4526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4526+STABILITY: SURFACE MOTION
 KU4526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4526+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 KU4526
 KU4526  HISTORY     - Date     Condition        Report By
 KU4526  HISTORY     - 1985     MONUMENTED       GEOHYD
 KU4526  HISTORY     - 20051219 GOOD             GEOCAC
 KU4526
 KU4526                          STATION DESCRIPTION
 KU4526
 KU4526'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KU4526'THE STATION IS LOCATED IN A GRASS SIDE SLOPE OF THE BROOKLYN BRIDGE
 KU4526'ENTRANCE RAMP FROM THE NORTHBOUND BROOKLYN-QUEENS EXPRESSWAY, NORTH
 KU4526'OF PROSPECT STREET AND EAST OF CADMAN PLAZA EAST.
 KU4526'
 KU4526'TO REACH THE STATION FROM THE BROOKLYN-QUEENS EXPRESSWAY/GRAND
 KU4526'CENTRAL PARKWAY INTERCHANGE, PROCEED WEST ON THE BROOKLYN-QUEENS
 KU4526'EXPRESSWAY FOR 8.4 MILES TO THE CADMAN PLAZA WEST/BROOKLYN BRIDGE
 KU4526'EXIT (EXIT 28).  TURN LEFT ON TO OLD FULTON STREET AND PROCEED EAST
 KU4526'TO PROSPECT STREET.  TURN LEFT ON TO PROSPECT STREET AND PROCEED
 KU4526'EAST FOR ONE (1) BLOCK TO CADMAN PLAZA EAST AND THE STATION ON THE
 KU4526'LEFT.
 KU4526'
 KU4526'THE STATION MARK IS 97.4 FEET FROM AND NORMAL TO THE EAST CURB FACE
 KU4526'OF CADMAN PLAZA EAST AND 69.0 FEET FROM AND NORMAL TO THE NORTH CURB
 KU4526'FACE OF PROSPECT STREET.  IT IS A BRASS TRIANGULATION DISK SET IN A
 KU4526'12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 KU4526'STAMPED---  BQE 5 1985.
 KU4526'
 KU4526'REFERENCE MARK NO. 1 IS LOCATED IN THE SAME GRASS SIDE SLOPE.  IT IS
 KU4526'56.5 FEET FROM AND NORMAL TO THE EAST CURB FACE OF CADMAN PLAZA EAST
 KU4526'AND 13.0 FEET FROM AND NORMAL TO THE NORTH CURB FACE OF PROSPECT
 KU4526'STREET.  IT IS AN ALUMINUM CAP STAMPED--- RM 1 MOUNTED ON A 3 FOOT LON
 KU4526'REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED WITH AN 8 INCH
 KU4526'DIAMETER CONCRETE COLLAR.
 KU4526'
 KU4526'REFERENCE MARK NO. 2 IS LOCATED IN THE SAME GRASS SIDE SLOPE.  IT IS
 KU4526'16.9 FEET FROM AND NORMAL TO THE EAST CURB FACE OF CADMAN PLAZA EAST
 KU4526'AND 88.9 FEET FROM AND NORMAL TO THE NORTH CURB FACE OF PROSPECT
 KU4526'STREET.  IT IS AN ALUMINUM CAP STAMPED--- RM 2 MOUNTED ON A 3 FOOT LON
 KU4526'REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED WITH AN 8 INCH
 KU4526'DIAMETER CONCRETE COLLAR.
 KU4526'
 KU4526'THE AZIMUTH MARK IS THE CENTER OF THE RED LIGHT ATOP THE RADIO TOWER
 KU4526'OF THE WORLD TRADE CENTER BUILDING.
 KU4526
 KU4526                          STATION RECOVERY (2005)
 KU4526
 KU4526'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU4526'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU4526' 
 KU4526'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 KU4526'MARK 2 WAS NOT FOUND AFTER ABOUT 10 MINUTES SEARCH BY ONE MAN.  THE
 KU4526'AZIMUTH MARK NO LONGER EXISTS (THE WORLD TRADE CENTER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4527 ***********************************************************************
 KU4527  DESIGNATION -  BQE 6
 KU4527  PID         -  KU4527
 KU4527  STATE/COUNTY-  NY/KINGS
 KU4527  USGS QUAD   -  BROOKLYN (1979)
 KU4527
 KU4527                         *CURRENT SURVEY CONTROL
 KU4527  ___________________________________________________________________
 KU4527* NAD 83(1996)-  40 41 50.10529(N)    073 57 43.98499(W)     ADJUSTED  
 KU4527* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 KU4527  ___________________________________________________________________
 KU4527  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KU4527  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU4527
 KU4527  HORZ ORDER  -  SECOND
 KU4527
 KU4527.The horizontal coordinates were established by GPS observations
 KU4527.and adjusted by the National Geodetic Survey in January 1999..
 KU4527
 KU4527.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4527
 KU4527.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4527
 KU4527.The geoid height was determined by GEOID03.
 KU4527
 KU4527;                    North         East     Units Scale Factor Converg.
 KU4527;SPC NY L     -    58,919.856   303,193.287   MT  0.99999844   +0 01 29.0
 KU4527;SPC NY L     -   193,306.23    994,726.64   sFT  0.99999844   +0 01 29.0
 KU4527;SPC NY E     -   207,069.485   195,448.338   MT  0.99992542   +0 21 02.4
 KU4527;SPC NY E     -   679,360.47    641,233.42   sFT  0.99992542   +0 21 02.4
 KU4527;SPC NJ       -   207,069.485   195,448.338   MT  0.99992542   +0 21 02.4
 KU4527;SPC NJ       -   679,360.47    641,233.42   sFT  0.99992542   +0 21 02.4
 KU4527;UTM  18      - 4,505,667.784   587,677.916   MT  0.99969462   +0 40 36.3
 KU4527
 KU4527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4527!SPC NY L     -   1.00000370  x   0.99999844  =   1.00000214
 KU4527!SPC NY E     -   1.00000370  x   0.99992542  =   0.99992912
 KU4527!SPC NJ       -   1.00000370  x   0.99992542  =   0.99992912
 KU4527!UTM  18      -   1.00000370  x   0.99969462  =   0.99969832
 KU4527
 KU4527                          SUPERSEDED SURVEY CONTROL
 KU4527
 KU4527  NAD 83(1996)-  40 41 50.10549(N)    073 57 43.98481(W) AD(       ) 2
 KU4527  NAD 83(1992)-  40 41 50.10531(N)    073 57 43.98532(W) AD(       ) 2
 KU4527  NAD 83(1986)-  40 41 50.10996(N)    073 57 43.98585(W) AD(       ) 2
 KU4527  NGVD 29 (07/14/89)    8.5    (m)           28.     (f) GPS OBS        
 KU4527
 KU4527.Superseded values are not recommended for survey control.
 KU4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4527.See file dsdata.txt to determine how the superseded data were derived.
 KU4527
 KU4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8767805668(NAD 83)
 KU4527_MARKER: DS = TRIANGULATION STATION DISK
 KU4527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4527+STABILITY: SURFACE MOTION
 KU4527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4527+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KU4527
 KU4527  HISTORY     - Date     Condition        Report By
 KU4527  HISTORY     - 1985     MONUMENTED       GEOHYD
 KU4527  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 KU4527
 KU4527                          STATION DESCRIPTION
 KU4527
 KU4527'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KU4527'THE STATION IS LOCATED IN A GRASS AREA BETWEEN THE FLUSHING AVENUE
 KU4527'EXIT RAMP FROM THE EASTBOUND BROOKLYN-QUEENS EXPRESSWAY, THE NORTH
 KU4527'CURB OF EMERSON PLACE AND THE WEST CURB OF CLASSON AVENUE.
 KU4527'
 KU4527'TO REACH THE STATION FROM THE BROOKLYN-QUEENS EXPRESSWAY/GOWANUS
 KU4527'EXPRESSWAY INTERCHANGE, PROCEED EAST ON THE BROOKLYN-QUEENS
 KU4527'EXPRESSWAY FOR 4.0 MILES TO THE FLUSHING AVENUE EXIT (EXIT 30) AND
 KU4527'THE STATION ON THE RIGHT.
 KU4527'
 KU4527'THE STATION MARK IS 31.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KU4527'THE EXIT RAMP RETAINING WALL, AND 21.6 FEET FROM AND NORMAL TO THE
 KU4527'EXIT RAMP EAST CURB FACE.  IT IS A BRASS TRIANGULATION DISK SET IN A
 KU4527'12 INCH DIAMETE CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 KU4527'STAMPED--- BQE 6 1985.
 KU4527'
 KU4527'REFERENCE MARK NO. 1 IS LOCATED AT THE EAST END OF A RETAINING WALL
 KU4527'ALONG THE EAST CURB OF THE FLUSHING AVENUE EXIT RAMP.  IT IS 2.2 FEET
 KU4527'WEST OF THE EAST END OF THE RETAINING WALL AND 0.9 FEET FROM AND
 KU4527'NORMAL TO THE SOUTH CURB FACEOF THE FLUSHING AVENUE EXIT RAMP.  IT IS
 KU4527'A BRASS TRIANGULATION DISK DRILLED AND MORTARED INTO THE TOP OF THE
 KU4527'WALL AND STAMPED--- RM 1.
 KU4527'
 KU4527'REFERENCE MARK NO. 2 IS LOCATED ON A CONCRETE CATCH BASIN TOP SLAB IN
 KU4527'THE SAME GRASS AREA.  IT IS 29.5 FEET FROM AND NORMAL TO THE WEST
 KU4527'CURB FACE OF CLASSON AVENUE, 11.7 FEET NORTHEAST OF A 16 INH OAK
 KU4527'TREE AND 9.6 FEET NORTH OF THE SOUTH EDGE OF THE SLAB.  IT IS A BRASS
 KU4527'TRIANGULATION DISK DRILLED AND MORTARED INTO THE CONCRETE CATCH BASIN
 KU4527'TOP SLAB AND STAMPED--- RM 2.
 KU4527'
 KU4527'THE AZIMUTH MARK IS THE CENTER OF A FLASHING BEACON ATOP A STEEL
 KU4527'TOWER TO THE SOUTHWEST SITUATED ON THE HORIZON BETWEEN A WHITE 8
 KU4527'STORY FACTORY BUILDING ANDTHE DOMED WILLIAMSBURG BANK BUILDING.
 KU4527
 KU4527                          STATION RECOVERY (2006)
 KU4527
 KU4527'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4527'THE MARK WAS NOT RECOVERED, NOT FOUND AFTER CAREFUL MEASUREMENTS AND
 KU4527'PROBING BY ONE MAN FOR ABOUT 30 MINUTES. REFERENCE MARK NO. 1 WAS
 KU4527'FOUND AS DESCRIBED IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS NOT
 KU4527'FOUND AFTER A SEARCH OF ABOUT 15 MINUTES.
 KU4527' 
 KU4527'THERE WAS A HOLE ABOUT 8-12 INCHES DEEP IN THE SURFACE CLOSE TO THE
 KU4527'MEASURED LOCATION WHICH HAD SOME CONCRETE PIECES IN IT. THIS MAY HAVE
 KU4527'BEEN THE LOCATION OF THE MARK WHICH MAY HAVE BEEN DISTURBED BY
 KU4527'LANDSCAPING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4528 ***********************************************************************
 KU4528  DESIGNATION -  BQE 7
 KU4528  PID         -  KU4528
 KU4528  STATE/COUNTY-  NY/QUEENS
 KU4528  USGS QUAD   -  BROOKLYN (1979)
 KU4528
 KU4528                         *CURRENT SURVEY CONTROL
 KU4528  ___________________________________________________________________
 KU4528* NAD 83(1996)-  40 44 27.82151(N)    073 53 54.91944(W)     ADJUSTED  
 KU4528* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 KU4528  ___________________________________________________________________
 KU4528  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KU4528  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU4528
 KU4528  HORZ ORDER  -  SECOND
 KU4528
 KU4528.The horizontal coordinates were established by GPS observations
 KU4528.and adjusted by the National Geodetic Survey in January 1999..
 KU4528
 KU4528.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4528
 KU4528.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4528
 KU4528.The geoid height was determined by GEOID03.
 KU4528
 KU4528;                    North         East     Units Scale Factor Converg.
 KU4528;SPC NY L     -    63,789.154   308,565.529   MT  0.99999670   +0 03 58.8
 KU4528;SPC NY L     -   209,281.58  1,012,352.07   sFT  0.99999670   +0 03 58.8
 KU4528;SPC NY E     -   211,968.940   200,792.415   MT  0.99993174   +0 23 33.1
 KU4528;SPC NY E     -   695,434.76    658,766.45   sFT  0.99993174   +0 23 33.1
 KU4528;UTM  18      - 4,510,596.461   592,992.798   MT  0.99970644   +0 43 08.0
 KU4528
 KU4528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4528!SPC NY L     -   1.00000253  x   0.99999670  =   0.99999923
 KU4528!SPC NY E     -   1.00000253  x   0.99993174  =   0.99993427
 KU4528!UTM  18      -   1.00000253  x   0.99970644  =   0.99970896
 KU4528
 KU4528                          SUPERSEDED SURVEY CONTROL
 KU4528
 KU4528  NAD 83(1996)-  40 44 27.82169(N)    073 53 54.91929(W) AD(       ) 2
 KU4528  NAD 83(1992)-  40 44 27.82150(N)    073 53 54.91980(W) AD(       ) 2
 KU4528  NAD 83(1986)-  40 44 27.82674(N)    073 53 54.92052(W) AD(       ) 2
 KU4528  NGVD 29 (07/14/89)   15.8    (m)           52.     (f) GPS OBS        
 KU4528
 KU4528.Superseded values are not recommended for survey control.
 KU4528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4528.See file dsdata.txt to determine how the superseded data were derived.
 KU4528
 KU4528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9299310596(NAD 83)
 KU4528_MARKER: DS = TRIANGULATION STATION DISK
 KU4528_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU4528+WITH SETTING: PAVEMENT
 KU4528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4528+STABILITY: SURFACE MOTION
 KU4528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4528+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KU4528
 KU4528  HISTORY     - Date     Condition        Report By
 KU4528  HISTORY     - 1985     MONUMENTED       GEOHYD
 KU4528
 KU4528                          STATION DESCRIPTION
 KU4528
 KU4528'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KU4528'THE STATION IS IS LOCATED IN THE NORTH SIDEWALK OF THE NORTH QUEENS
 KU4528'BOULEVARD MARGINAL ROADWAY OVER THE BROOKLYN-QUEENS EXPRESSWAY.
 KU4528'
 KU4528'TO REACH THE STATION FROM THE BROOKLYN-QUEENS EXPRESSWAY/GRAND
 KU4528'CENTRAL PARKWAY INTERCHANGE, PROCEED WEST ON THE BROOKLYN-QUEENS
 KU4528'EXPRESSWAY FOR 2.2 MILES TO THE QUEENS BOULEVARD EXIT AND THE
 KU4528'STATION ON THE LEFT.
 KU4528'
 KU4528'THE STATION MARK IS 10.8 FEET FROM AND NORMAL TO THE NORTH CURB FACE
 KU4528'OF THE NORTH QUEENS BOULEVARD MARGINAL ROADWAY, 39.7 FEET EAST OF THE
 KU4528'SOUTHEAST CORNER OF THE CORNERSTONE AT THE SOUTH END OF THE EAST
 KU4528'RETAINING WALL OF THE QUEENS BOULEVARD EXIT RAMP, AND 48.8 FEET WEST
 KU4528'OF THE SOUTHWEST CORNER OF THE CORNERSTONE OF THE NORTHBOUND
 KU4528'BROOKLYN-QUEENS EXPRESSWAY RETAINING WALL.  IT IS A BRASS
 KU4528'TRIANGULATION DISK DRILLED AND MORTARED INTO THE SIDEWALK AND
 KU4528'STAMPED--- BQE 7 1985.
 KU4528'
 KU4528'REFERENCE MARK NO. 1 IS LOCATED IN A TREE WELL WITHIN THE PLAYGROUND
 KU4528'AREA WEST OF THE QUEENS BOULEVARD EXIT RAMP.  IT IS 13.2 FEET FROM
 KU4528'AND NORMAL TO THE WEST FACE OF THE EXIT RAMP RETAINING WALL, 83.5
 KU4528'FEET FROM AND NORMAL TO THE NORTH CURB FACE OF THE NORTH QUEENS
 KU4528'BOULEVARD MARGINAL ROADWAY AND 89.5 FEET SOUTHWEST OF THE
 KU4528'INTERSECTION OF THE WEST FACE OF THE EXIT RAMP RETAINING WALL AND THE
 KU4528'RAILROAD OVERPASS.  IT IS AN ALUMINUM CAP STAMPED--- RM 1 MOUNTED ON A
 KU4528'3 FOOT LONG REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED
 KU4528'WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4528'
 KU4528'REFERENCE MARK NO. 2 IS LOCATED IN A GRASS AREA NORTH OF THE NORTH
 KU4528'QUEENS BOULEVARD MARGINAL ROADWAY AND EAST OF THE BROOKLYN-QUEENS
 KU4528'EXPRESSWAY.  IT IS 1.5 FEET FROM AND NORMAL TO THE EAST FACE OF THE
 KU4528'NORTHBOUND BROOKLYN-QUEENS EXPRESSWAY RETAINING WALL AND 64.0 FEET
 KU4528'FROM AND NORMAL TO THE NORTH CURB FACE OF THE NORTH QUEENS BOULEVARD
 KU4528'MARGINAL ROADWAY.  IT IS AN ALUMINUM CAP STAMPED--- RM 2 MOUNTED ON A
 KU4528'FOOT LONG REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED WITH
 KU4528'AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4528'
 KU4528'THE AZIMUTH MARK IS LOCATED IN A TREE WELL IN THE CENTER MEDIAN OF
 KU4528'QUEENS BOULEVARD BETWEEN 60TH STREET AND 59TH PLACE.  IT IS 105.2
 KU4528'FEET WEST OF THE EAST END OF THE MEDIAN AT 60TH STREET AND 8.5 FEET
 KU4528'FROM AND NORMAL TO THE NORTH CURB FACE OF QUEENS BOULEVARD EASTBOUND.
 KU4528'IT IS AN ALUMINUM CAP STAMPED--- 7 AZ MOUNTED ON A 3 FOOT LONG
 KU4528'REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED WITH AN 8 INCH
 KU4528'DIAMETER CONCRETE COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4529 ***********************************************************************
 KU4529  DESIGNATION -  BQE 8
 KU4529  PID         -  KU4529
 KU4529  STATE/COUNTY-  NY/QUEENS
 KU4529  USGS QUAD   -  CENTRAL PARK (1979)
 KU4529
 KU4529                         *CURRENT SURVEY CONTROL
 KU4529  ___________________________________________________________________
 KU4529* NAD 83(1996)-  40 45 39.21057(N)    073 53 52.31404(W)     ADJUSTED  
 KU4529* NAVD 88     -         8.3    (meters)      27.     (feet)  VERTCON   
 KU4529  ___________________________________________________________________
 KU4529  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 KU4529  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU4529
 KU4529  HORZ ORDER  -  SECOND
 KU4529
 KU4529.The horizontal coordinates were established by GPS observations
 KU4529.and adjusted by the National Geodetic Survey in January 1999..
 KU4529
 KU4529.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4529
 KU4529.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4529
 KU4529.The geoid height was determined by GEOID03.
 KU4529
 KU4529;                    North         East     Units Scale Factor Converg.
 KU4529;SPC NY L     -    65,991.352   308,624.090   MT  0.99999611   +0 04 00.5
 KU4529;SPC NY L     -   216,506.63  1,012,544.20   sFT  0.99999611   +0 04 00.5
 KU4529;SPC NY E     -   214,171.293   200,838.431   MT  0.99993180   +0 23 35.3
 KU4529;SPC NY E     -   702,660.32    658,917.42   sFT  0.99993180   +0 23 35.3
 KU4529;UTM  18      - 4,512,798.544   593,026.259   MT  0.99970651   +0 43 10.7
 KU4529
 KU4529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4529!SPC NY L     -   1.00000364  x   0.99999611  =   0.99999975
 KU4529!SPC NY E     -   1.00000364  x   0.99993180  =   0.99993544
 KU4529!UTM  18      -   1.00000364  x   0.99970651  =   0.99971015
 KU4529
 KU4529                          SUPERSEDED SURVEY CONTROL
 KU4529
 KU4529  NAD 83(1996)-  40 45 39.21070(N)    073 53 52.31402(W) AD(       ) 2
 KU4529  NAD 83(1992)-  40 45 39.21051(N)    073 53 52.31455(W) AD(       ) 2
 KU4529  NAD 83(1986)-  40 45 39.21589(N)    073 53 52.31518(W) AD(       ) 2
 KU4529  NGVD 29 (07/14/89)    8.7    (m)           29.     (f) GPS OBS        
 KU4529
 KU4529.Superseded values are not recommended for survey control.
 KU4529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4529.See file dsdata.txt to determine how the superseded data were derived.
 KU4529
 KU4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9302612799(NAD 83)
 KU4529_MARKER: DS = TRIANGULATION STATION DISK
 KU4529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4529+STABILITY: SURFACE MOTION
 KU4529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4529+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KU4529
 KU4529  HISTORY     - Date     Condition        Report By
 KU4529  HISTORY     - 1985     MONUMENTED       GEOHYD
 KU4529  HISTORY     - 20050519 MARK NOT FOUND   INDIV
 KU4529
 KU4529                          STATION DESCRIPTION
 KU4529
 KU4529'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (PH)
 KU4529'THE STATION IS LOCATED IN A GRASS AREA BETWEEN THE NORTHBOUND
 KU4529'BROOKLYN-QUEENS EXPRESSWAY AND BOODY STREET AT ITS INTERSECTION WITH
 KU4529'70TH STREET.
 KU4529'
 KU4529'TO REACH THE STATION FROM THE BROOKLYN-QUEENS EXPRESSWAY/GRAND
 KU4529'CENTRAL PARKWAY INTERCHANGE, PROCEED WEST ON THE BROOKLYN-QUEENS
 KU4529'EXPRESSWAY FOR 0.4 MILE TO THE 30TH AVENUE/NORTH BOULEVARD EXIT
 KU4529'(EXIT 40).  TURN LEFT ON TO 30TH AVENUE AND PROCEED EAST ONE (1)
 KU4529'BLOCK TO BOODY STREET.  TURN LEFT ON TO BOODY STREET AND PROCEED
 KU4529'NORTH 400 FEET TO THE STATION ON THE LEFT.
 KU4529'
 KU4529'THE STATION MARK IS 3.4 FEET FROM AND NORMAL TO THE EAST FACE OF THE
 KU4529'BROOKLYN-QUEENS EXPRESSWAY RETAINING WALL, 54.2 FEET SOUTHWEST OF THE
 KU4529'DOUBLE CENTERLINE OF BOODY AND 70TH STREETS AND 68.0 FEET SOUTHWEST
 KU4529'OF THE NORTHEAST CORNER OF THE NORTH END OF THE BROOKLYN-QUEENS
 KU4529'EXPRESSWAY RETAINING WALL.  IT IS A BRASS TRIANGULATION DISK SET IN
 KU4529'A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 KU4529'STAMPED BQE 8 1985.
 KU4529'
 KU4529'REFERENCE MARK NO. 1 IS LOCATED IN THE GRASS STRIP ON THE EAST SIDE
 KU4529'OF BOODY STREET SOUTH OF 70TH STREET.  IT IS 2.0 FEET FROM AND NORMAL
 KU4529'TO THE EAST CURB FACE OF BOODY STREET AND 39.7 FEET FROM AND NORMAL
 KU4529'TO THE WEST CURB FACE OF 70TH STREET.  IT IS AN ALUMINUM CAP
 KU4529'SAMPED--- RM 1 MOUNTED ON A 3 FOOT LONG REINFORCING ROD SET FLUSH WITH
 KU4529'GROUND AND PLACED WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4529'
 KU4529'REFERENCE MARK NO. 2 IS LOCATED IN THE SIDEWALK AT THE NORTHEAST
 KU4529'CORNER OF BOODY AND 70TH STREETS.  IT IS 23.O FEET NORTHEAST OF THE
 KU4529'DOUBLE CENNTERLINE OF BOODY AND 70TH STREETS AND 2.7 FEET FROM AND
 KU4529'NORMAL TO THE EAST CURB FACE OF BOODY STREET.  IT IS A BRASS
 KU4529'TRIANGULATION DISK DRILLED AND MORTARED INTO THE SIDEWALK AND
 KU4529'STAMPED RM 2.
 KU4529'
 KU4529'THE AZIMUTH MARK IS LOCATED IN A TREE WELL ON THE EAST SIDE OF BOODY
 KU4529'STREET NORTH OF THE STATION IN FRONT OF THE BULOVA WATCH BUILDING.
 KU4529'IT IS 1.4 FEET FROM AND NORMAL TO THE EAST CURB FACE OF BOODY STREET,
 KU4529'75.0 FEET SOUTHEAST OF THE SOUTHEAST SUPPORT OF AN OVERHEAD SIGN
 KU4529'STRUCTURE OVER THE BROOKLYN-QUEENS EXPRESSWAY AND 12.8 FEET SOUTHWEST
 KU4529'OF A 20 INCH TREE.  IT IS AN ALUMINUM CAP STAMPED--- 8 AZ MOUNTED ON A
 KU4529'3 FOOT LONG REINFORCING ROD SET FLUSH WITH THE GROUND AND PLACED
 KU4529'WITH AN 8 INCH DIAMETER CONCRETE COLLAR.
 KU4529
 KU4529                          STATION RECOVERY (2005)
 KU4529
 KU4529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 KU4529'THE EXPRESSWAY APPEARS TO HAVE BEEN TOTALLY REBUILT. THERE IS NO
 KU4529'GRASSY AREA BETWEEN BOODY AND THE EXPRESSWAY WALL-- OR ANY SIDEWALK
 KU4529'EITHER. THE STREET PAVEMENT RUNS UP AGAINST THE WALL, SO NO PLACE FOR
 KU4529'THE MARK TO HIDE. THE SIDEWALK ON THE EAST SIDE OF BOODY DOESN'T LOOK
 KU4529'NEW, BUT THE REFERENCE MARKS AREN'T VISIBLE EITHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1167 ***********************************************************************
 KU1167  DESIGNATION -  BR 1
 KU1167  PID         -  KU1167
 KU1167  STATE/COUNTY-  NY/WESTCHESTER
 KU1167  USGS QUAD   -  MOUNT VERNON (1979)
 KU1167
 KU1167                         *CURRENT SURVEY CONTROL
 KU1167  ___________________________________________________________________
 KU1167* NAD 83(1986)-  40 55 53.     (N)    073 50 13.     (W)     SCALED    
 KU1167* NAVD 88     -        22.801  (meters)      74.81   (feet)  POSTED    
 KU1167  ___________________________________________________________________
 KU1167  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU1167  DYNAMIC HT  -          22.790 (meters)      74.77  (feet)  COMP
 KU1167  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 KU1167
 KU1167  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1167
 KU1167.The horizontal coordinates were scaled from a topographic map and have
 KU1167.an estimated accuracy of +/- 6 seconds.
 KU1167
 KU1167.The orthometric height was determined by differential leveling
 KU1167.and adjusted by the National Geodetic Survey in 1992..
 KU1167.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1167.rate of 1.1 thru 2.0 mm/km.
 KU1167
 KU1167.The geoid height was determined by GEOID03.
 KU1167
 KU1167.The dynamic height is computed by dividing the NAVD 88
 KU1167.geopotential number by the normal gravity value computed on the
 KU1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1167.degrees latitude (g = 980.6199 gals.).
 KU1167
 KU1167.The modeled gravity was interpolated from observed gravity values.
 KU1167
 KU1167;                    North         East    Units  Estimated Accuracy
 KU1167;SPC NY E     -   233,140.      205,840.      MT  (+/- 180 meters Scaled)
 KU1167
 KU1167                          SUPERSEDED SURVEY CONTROL
 KU1167
 KU1167  NGVD 29 (??/??/92)   23.123  (m)           75.86   (f) ADJ UNCH    2 0
 KU1167
 KU1167.Superseded values are not recommended for survey control.
 KU1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1167.See file dsdata.txt to determine how the superseded data were derived.
 KU1167
 KU1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL979317(NAD 83)
 KU1167_MARKER: DD = SURVEY DISK
 KU1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1167_STAMPING: BR 1
 KU1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1167+STABILITY: SURFACE MOTION
 KU1167
 KU1167  HISTORY     - Date     Condition        Report By
 KU1167  HISTORY     - UNK      MONUMENTED       NYGS
 KU1167  HISTORY     - 1935     GOOD             NGS
 KU1167
 KU1167                          STATION DESCRIPTION
 KU1167
 KU1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1167'1.3 MI N FROM MT VERNON.
 KU1167'1.3 MILES NORTH ALONG THE BRONX RIVER PARKWAY FROM THE NEW YORK
 KU1167'CENTRAL RAILROAD STATION AT MT. VERNON, WESTCHESTER COUNTY, ABOUT
 KU1167'200 FEET NORTH OF THE CROSSING OF FLEETWOD VIADUCT, 38 FEET EAST
 KU1167'OF THE CENTER LINE OF THE PARKWAY, 18 FEET SOUTHEAST OF POLE 123,
 KU1167'AND ABOUT FLUSH WITH THE ROAD.  A STATE SURVEY STANDARD DISK,
 KU1167'STAMPED BR 1 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1518 ***********************************************************************
 OD1518  DESIGNATION -  BRA
 OD1518  PID         -  OD1518
 OD1518  STATE/COUNTY-  NY/SARATOGA
 OD1518  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1518
 OD1518                         *CURRENT SURVEY CONTROL
 OD1518  ___________________________________________________________________
 OD1518* NAD 83(1996)-  43 01 01.32373(N)    073 37 39.86642(W)     ADJUSTED  
 OD1518* NAVD 88     -        74.5    (meters)     244.     (feet)  VERTCON   
 OD1518  ___________________________________________________________________
 OD1518  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OD1518  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 OD1518
 OD1518  HORZ ORDER  -  SECOND
 OD1518
 OD1518.The horizontal coordinates were established by classical geodetic methods
 OD1518.and adjusted by the National Geodetic Survey in January 1999..
 OD1518
 OD1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1518
 OD1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1518
 OD1518.The geoid height was determined by GEOID03.
 OD1518
 OD1518;                    North         East     Units Scale Factor Converg.
 OD1518;SPC NY E     -   464,933.376   221,098.303   MT  0.99996217   +0 35 42.3
 OD1518;SPC NY E     - 1,525,368.92    725,386.68   sFT  0.99996217   +0 35 42.3
 OD1518;UTM  18      - 4,763,620.065   611,820.451   MT  0.99975382   +0 56 10.6
 OD1518
 OD1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1518!SPC NY E     -   0.99999315  x   0.99996217  =   0.99995532
 OD1518!UTM  18      -   0.99999315  x   0.99975382  =   0.99974697
 OD1518
 OD1518|---------------------------------------------------------------------|
 OD1518| PID    Reference Object                     Distance      Geod. Az  |
 OD1518|                                                           dddmmss.s |
 OD1518| OD1519 BRA A SACGS 1973                      8.425 METERS 01836     |
 OD1518| DA3090 BRA 1                                              1024305.0 |
 OD1518| DA3091 BRA 2                                              3062815.2 |
 OD1518|---------------------------------------------------------------------|
 OD1518
 OD1518                          SUPERSEDED SURVEY CONTROL
 OD1518
 OD1518  NAD 83(1996)-  43 01 01.32601(N)    073 37 39.86734(W) AD(       ) 2
 OD1518  NAD 83(1996)-  43 01 01.32632(N)    073 37 39.86749(W) AD(       ) 2
 OD1518  NAD 83(1992)-  43 01 01.32693(N)    073 37 39.86721(W) AD(       ) 2
 OD1518  NAD 83(1992)-  43 01 01.32715(N)    073 37 39.86734(W) AD(       ) 2
 OD1518  NAD 83(1986)-  43 01 01.32807(N)    073 37 39.86650(W) AD(       ) 2
 OD1518  NAD 27      -  43 01 01.05667(N)    073 37 41.45079(W) AD(       ) 2
 OD1518  NGVD 29 (07/19/86)   74.7    (m)          245.     (f) VERT ANG       
 OD1518
 OD1518.Superseded values are not recommended for survey control.
 OD1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1518.See file dsdata.txt to determine how the superseded data were derived.
 OD1518
 OD1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1182063620(NAD 83)
 OD1518_MARKER: DD = SURVEY DISK
 OD1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1518+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 OD1518
 OD1518  HISTORY     - Date     Condition        Report By
 OD1518  HISTORY     - 1973     MONUMENTED       NY-091
 OD1518  HISTORY     - 20010627 GOOD             USPSQD
 OD1518  HISTORY     - 20020706 GOOD             USPSQD
 OD1518  HISTORY     - 20030814 GOOD             USPSQD
 OD1518  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OD1518  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 OD1518
 OD1518                          STATION DESCRIPTION
 OD1518
 OD1518'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1518'THE STATION IS LOCATED 2.0 MILES SOUTHEAST OF QUAKER SPRINGS,
 OD1518'4.5 MILES NORTH OF STILLWATER AND 6.0 MILES SOUTHWEST OF
 OD1518'SCHUYLERVILLE IN THE TOWNSHIP OF SARATOGA.
 OD1518'
 OD1518'TO REACH THE STATION FROM THE T-INTERSECTION OF STATE HIGHWAY
 OD1518'423 AND STATE HIGHWAY 32, GO NORTH ON STATE HIGHWAY 32
 OD1518'FOR 3.1 MILES TO THE T-INTERSECTION OF WILBUR ROAD ON RIGHT.  TURN
 OD1518'RIGHT AND GO EAST AND SOUTHEAST ON WILBUR ROAD FOR 0.95 MILE TO
 OD1518'AZIMUTH MARK, BRA-2 (SACGS), ON RIGHT.  CONTINUE SOUTHEAST ON
 OD1518'WILBUR ROAD FOR 0.15 MILE TO STATION ON RIGHT.
 OD1518'
 OD1518'TO REACH AZIMUTH MARK, BRA-1 (SACGS), FROM THE STATION GO
 OD1518'SOUTHEAST ON WILBUR ROAD FOR 0.35 MILES TO MARK ON RIGHT.
 OD1518'
 OD1518'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1518'SURVEY STAMPED BRA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1518'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1518'THE GROUND.  IT IS LOCATED 61.0 FEET NORTHWEST OF POLE NYP 15,
 OD1518'NYT 22, ON THE SOUTH SIDE OF WILBUR ROAD, 73.2 FEET SOUTHWEST
 OD1518'OF A 36-INCH MAPLE TREE, 33.0 FEET SOUTH OF A 36-INCH ELM TREE,
 OD1518'BOTH ON THE NORTH SIDE OF WILBUR ROAD AND 14.5 FEET SOUTH OF
 OD1518'THE CENTERLINE OF WILBUR ROAD.  THE UNDERGROUND MARK IS SET IN
 OD1518'THE TOP ON AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 OD1518'GROUND.
 OD1518'
 OD1518'AZIMUTH MARK, BRA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1518'COUNTY GEODETIC SURVEY STAMPED BRA-1.  IT IS SET IN THE TOP OF
 OD1518'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1518'THE GROUND.  IT IS LOCATED 103.2 FEET SOUTHEAST OF POLE NM 21,
 OD1518'NYT 28, ON THE NORTH SIDE OF WILBUR ROAD, 69.2 FEET NORTHEAST
 OD1518'OF A 24-INCH CHERRY TREE, 104.6 FEET WEST OF POLE NM 22, NYT
 OD1518'29, BOTH ON THE SOUTH SIDE OF WILBUR ROAD AND 13.5 FEET SOUTH
 OD1518'OF THE CENTERLINE OF WILBUR ROAD.
 OD1518'
 OD1518'AZIMUTH MARK, BRA-2 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 OD1518'GEODETIC SURVEY STAMPED BRA-2.  IT IS SET IN THE TOP OF A 12-INCH
 OD1518'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 OD1518'GROUND.  IT IS LOCATED 38.0 FEET SOUTH OF THE CENTER OF THE
 OD1518'NORTHEAST HEADWALL ON THE NORTHEAST SIDE OF WILBUR ROAD, 25.8
 OD1518'FEET SOUTHEAST OF THE CENTER OF THE SOUTHWEST HEADWALL, 138.6
 OD1518'FEET SOUTHEAST OF POLE NYP 12, NYT 19, BOTH ON THE SOUTHWEST
 OD1518'SIDE OF WILBUR ROAD AND 12.5 FEET SOUTHWEST OF THE CENTERLINE
 OD1518'OF WILBUR ROAD.
 OD1518'
 OD1518'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 OD1518
 OD1518                          STATION RECOVERY (2001)
 OD1518
 OD1518'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1518'RECOVERED IN GOOD CONDITION.
 OD1518
 OD1518                          STATION RECOVERY (2002)
 OD1518
 OD1518'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1518'MARK IS APPROX 5 FEET BEHIND NEW SPEED LIMIT SIGN
 OD1518' 
 OD1518
 OD1518                          STATION RECOVERY (2003)
 OD1518
 OD1518'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1518'RECOVERED IN GOOD CONDITION.
 OD1518
 OD1518                          STATION RECOVERY (2004)
 OD1518
 OD1518'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1518'MARK NOT FOUND.
 OD1518
 OD1518                          STATION RECOVERY (2005)
 OD1518
 OD1518'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1692 ***********************************************************************
 NC1692  DESIGNATION -  BRA CIM 1
 NC1692  PID         -  NC1692
 NC1692  STATE/COUNTY-  NY/ERIE
 NC1692  USGS QUAD   -  FARNHAM (1960)
 NC1692
 NC1692                         *CURRENT SURVEY CONTROL
 NC1692  ___________________________________________________________________
 NC1692* NAD 83(1996)-  42 34 27.25603(N)    079 00 53.40032(W)     ADJUSTED  
 NC1692* NAVD 88     -       232.     (meters)     761.     (feet)  VERTCON   
 NC1692  ___________________________________________________________________
 NC1692  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 NC1692  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NC1692
 NC1692  HORZ ORDER  -  SECOND
 NC1692
 NC1692.The horizontal coordinates were established by classical geodetic methods
 NC1692.and adjusted by the National Geodetic Survey in January 1999..
 NC1692
 NC1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1692
 NC1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1692
 NC1692.The geoid height was determined by GEOID03.
 NC1692
 NC1692;                    North         East     Units Scale Factor Converg.
 NC1692;SPC NY W     -   285,965.909   314,575.292   MT  0.99995293   -0 17 31.0
 NC1692;SPC NY W     -   938,206.49  1,032,069.10   sFT  0.99995293   -0 17 31.0
 NC1692;UTM  17      - 4,715,446.310   662,923.183   MT  0.99992658   +1 20 36.1
 NC1692
 NC1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1692!SPC NY W     -   0.99996905  x   0.99995293  =   0.99992198
 NC1692!UTM  17      -   0.99996905  x   0.99992658  =   0.99989563
 NC1692
 NC1692:                Primary Azimuth Mark                     Grid Az
 NC1692:SPC NY W     -  BRA CIM 1 AZ MK A                        090 34 08.6
 NC1692:UTM  17      -  BRA CIM 1 AZ MK A                        088 56 01.5
 NC1692
 NC1692|---------------------------------------------------------------------|
 NC1692| PID    Reference Object                     Distance      Geod. Az  |
 NC1692|                                                           dddmmss.s |
 NC1692| AJ2116 BRA CIM 1 AZ MK A                                  0901637.6 |
 NC1692| AJ2117 BRA CIM 1 AZ MK B                                  2710801.8 |
 NC1692|---------------------------------------------------------------------|
 NC1692
 NC1692                          SUPERSEDED SURVEY CONTROL
 NC1692
 NC1692  NAD 83(1986)-  42 34 27.26194(N)    079 00 53.39611(W) AD(       ) 2
 NC1692  NAD 27      -  42 34 27.04660(N)    079 00 54.26302(W) AD(       ) 2
 NC1692  NGVD 29 (07/19/86)  232.     (m)          761.     (f) VERT ANG       
 NC1692
 NC1692.Superseded values are not recommended for survey control.
 NC1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1692.See file dsdata.txt to determine how the superseded data were derived.
 NC1692
 NC1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6292315446(NAD 83)
 NC1692_MARKER: DD = SURVEY DISK
 NC1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1692_STAMPING: BRA CIM 1 1973
 NC1692_MARK LOGO: NY-029
 NC1692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NC1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1692+STABILITY: SURFACE MOTION
 NC1692
 NC1692  HISTORY     - Date     Condition        Report By
 NC1692  HISTORY     - 1973     MONUMENTED       NY-029
 NC1692  HISTORY     - 1988     GOOD             USPSQD
 NC1692  HISTORY     - 19981203 GOOD             NYDT
 NC1692  HISTORY     - 19991203 GOOD             NYDT
 NC1692
 NC1692                          STATION DESCRIPTION
 NC1692
 NC1692'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1692'STATION IS LOCATED IN TOWN OF BRANT ABOUT 1.0 MILE SOUTHEAST OF
 NC1692'THE COMMUNITY OF BRANT AND ABOUT 4.0 MILES SOUTHEAST OF THE
 NC1692'VILLAGE OF FARNHAM.  IT IS ON THE SOUTH SIDE OF MILESTRIP ROAD JUST
 NC1692'EAST OF THE BRANT HILL RESERVATION ROAD.
 NC1692'
 NC1692'TO REACH FROM THE INTERSECTION OF NY RTE 323 AND NY RTE 249 IN
 NC1692'THE COMMUNITY OF BRANT GO SOUTH ON NY RTE 323 (BRANT RESERVATION
 NC1692'ROAD) FOR 1.0 MILE TO INTERSECTION WITH MILESTRIP ROAD.  TURN LEFT
 NC1692'AND GO EAST ON MILESTRIP ROAD FOR 0.14 MILE AND STATION ON THE
 NC1692'RIGHT ON SOUTH SIDE OF THE ROAD.
 NC1692'
 NC1692'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP OF
 NC1692'A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1692'STAMPED BRA-CIM 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1692'STAMPED THE SAME.
 NC1692'
 NC1692'DISTANCE AND DIRECTION FROM STATION
 NC1692'
 NC1692'RP-1 CENTERLINE OF MILESTRIP ROAD 21.2 FEET N
 NC1692'
 NC1692'RP-2 NEAR EDGE OF POWER POLE NO. NM/133/NYT/306 54.1 FEET NE
 NC1692'
 NC1692'RP-3 CENTERLINE OF DRIVE TO HOUSE ON SOUTH SIDE OF ROAD 135.4
 NC1692'FEET E
 NC1692'
 NC1692'RP-4 NORTHWEST CORNER OF HOUSE ON SOUTH SIDE OF ROAD 160.4 FEET
 NC1692'SE
 NC1692'
 NC1692'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE TOP
 NC1692'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 NC1692'STAMPED BRA-CIM 1 AZ. A 1973.
 NC1692'
 NC1692'TO REACH FROM BRA-CIM 1, GO EAST ON MILESTRIP ROAD FOR 0.37
 NC1692'MILE TO STATION ON THE LEFT ON NORTH SIDE OF THE ROAD JUST BEYOND
 NC1692'DRIVEWAY NORTH TO BARN WHICH IS JUST EAST OF HOUSE NO. 1352
 NC1692'(LEONE RESIDENCE).  IT IS 0.51 MILE EAST OF BRANT RESERVATION
 NC1692'ROAD.
 NC1692'
 NC1692'DISTANCE AND DIRECTION FROM STATION
 NC1692'
 NC1692'RP-1 NEAR EDGE OF WITNESS POST 3.1 FEET N
 NC1692'
 NC1692'RP-2 NORTHEAST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST NORTH
 NC1692'SIDE OF ROAD 3.2 FEET W
 NC1692'
 NC1692'RP-3 CENTERLINE OF TOP OF NORTH END OF 36 INCH TROUGH TYPE
 NC1692'CORRUGATED METAL PIPE 13.3 FEET NW
 NC1692'
 NC1692'RP-4 CENTERLINE OF MILESTRIP ROAD 13.3 FEET S
 NC1692'
 NC1692'RP-5 NORTHWEST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST (WLY
 NC1692'OF 2) SOUTH OF ROAD 39.5 FEET S
 NC1692'
 NC1692'RP-6 CENTERLINE OF DRIVEWAY NORTH TO BARN 82.0 FEET W
 NC1692'
 NC1692'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE TOP
 NC1692'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 NC1692'STAMPED BRA-CIM 1 AZ. B 1973.
 NC1692'
 NC1692'TO REACH FROM BRA-CIM 1, GO WEST ON MILESTRIP ROAD FOR 0.14 MILES
 NC1692'TO INTERSECTION WITH THE BRANT RESERVATION ROAD (OR BRANT HILL
 NC1692'RESERVATION ROAD) AND STATION IN THE SOUTHWEST ANGLE OF THE
 NC1692'INTERSECTION.
 NC1692'
 NC1692'DISTANCE AND DIRECTION FROM STATION
 NC1692'
 NC1692'RP-1 NEAR EDGE OF WITNESS POST 4.1 FEET SW
 NC1692'
 NC1692'RP-2 CENTERLINE OF MILESTRIP ROAD 29.5 FEET N
 NC1692'
 NC1692'RP-3 CENTERLINE OF BRANT RESERVATION ROAD 28.5 FEET E
 NC1692'
 NC1692'RP-4 CENTERLINE OF DRIVEWAY SOUTH 65.5 FEET W
 NC1692'
 NC1692'RP-5 NORTHEAST CORNER OF CINDER BLOCK BUILDING IN SOUTHWEST
 NC1692'ANGLE OF INTERSECTION 99.5 FEET SW
 NC1692'
 NC1692'RP-6 CENTER OF TOP OF CONCRETE POST PROJECTING 0.6 FEET ABOVE
 NC1692'GROUND ON NORTH SIDE OF ROAD 70.7 FEET NW
 NC1692'
 NC1692'RP-7 CENTER OF TOP OF CONCRETE POST PROJECTING 0.6 FEET ABOVE
 NC1692'GROUND ON NORTH SIDE OF ROAD 84.3 FEET NE
 NC1692
 NC1692                          STATION RECOVERY (1988)
 NC1692
 NC1692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCD)
 NC1692'RECOVERED IN GOOD CONDITION.
 NC1692
 NC1692                          STATION RECOVERY (1998)
 NC1692
 NC1692'RECOVERY NOTE BY NY DEPT OF TRANSP 1998 (KJT)
 NC1692'AZIMUTH MARK A DESTROYED.  AZIMUTH MARK B FOUND.
 NC1692
 NC1692                          STATION RECOVERY (1999)
 NC1692
 NC1692'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (KJT)
 NC1692'AZIMUTH MARK A DESTROYED.  AZIMUTH MARK B FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1694 ***********************************************************************
 NC1694  DESIGNATION -  BRA CIM 2
 NC1694  PID         -  NC1694
 NC1694  STATE/COUNTY-  NY/ERIE
 NC1694  USGS QUAD   -  FARNHAM (1960)
 NC1694
 NC1694                         *CURRENT SURVEY CONTROL
 NC1694  ___________________________________________________________________
 NC1694* NAD 83(1996)-  42 36 03.21790(N)    079 01 55.99250(W)     ADJUSTED  
 NC1694* NAVD 88     -       216.     (meters)     709.     (feet)  VERTCON   
 NC1694  ___________________________________________________________________
 NC1694  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 NC1694  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NC1694
 NC1694  HORZ ORDER  -  SECOND
 NC1694
 NC1694.The horizontal coordinates were established by classical geodetic methods
 NC1694.and adjusted by the National Geodetic Survey in January 1999..
 NC1694
 NC1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1694
 NC1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1694
 NC1694.The geoid height was determined by GEOID03.
 NC1694
 NC1694;                    North         East     Units Scale Factor Converg.
 NC1694;SPC NY W     -   288,934.233   313,163.597   MT  0.99995419   -0 18 13.9
 NC1694;SPC NY W     -   947,945.06  1,027,437.57   sFT  0.99995419   -0 18 13.9
 NC1694;UTM  17      - 4,718,373.041   661,427.379   MT  0.99992061   +1 19 56.1
 NC1694
 NC1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1694!SPC NY W     -   0.99997158  x   0.99995419  =   0.99992577
 NC1694!UTM  17      -   0.99997158  x   0.99992061  =   0.99989219
 NC1694
 NC1694:                Primary Azimuth Mark                     Grid Az
 NC1694:SPC NY W     -  BRA CIM 2 AZ MK A                        298 43 16.3
 NC1694:UTM  17      -  BRA CIM 2 AZ MK A                        297 05 06.3
 NC1694
 NC1694|---------------------------------------------------------------------|
 NC1694| PID    Reference Object                     Distance      Geod. Az  |
 NC1694|                                                           dddmmss.s |
 NC1694| DE4932 BRA CIM 2 AZ MK A                                  2982502.4 |
 NC1694|---------------------------------------------------------------------|
 NC1694
 NC1694                          SUPERSEDED SURVEY CONTROL
 NC1694
 NC1694  NAD 83(1986)-  42 36 03.22378(N)    079 01 55.98835(W) AD(       ) 2
 NC1694  NAD 27      -  42 36 03.00946(N)    079 01 56.85250(W) AD(       ) 2
 NC1694  NGVD 29 (07/19/86)  216.     (m)          709.     (f) VERT ANG       
 NC1694
 NC1694.Superseded values are not recommended for survey control.
 NC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1694.See file dsdata.txt to determine how the superseded data were derived.
 NC1694
 NC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6142718373(NAD 83)
 NC1694_MARKER: DD = SURVEY DISK
 NC1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1694
 NC1694  HISTORY     - Date     Condition        Report By
 NC1694  HISTORY     - 1973     MONUMENTED       NY-029
 NC1694
 NC1694                          STATION DESCRIPTION
 NC1694
 NC1694'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1694'STATION IS LOCATED IN TOWN OF BRANT ABOUT 1.13 MILES NORTHWEST OF
 NC1694'THE COMMUNITY OF BRANT AND ABOUT 3.6 MILES SOUTH OF THE VILLAGE OF
 NC1694'ANGOLA.  IT IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 NC1694'OF THE NEW YORK STATE THRUWAY (I-90) WITH HARDPAN ROAD.
 NC1694'
 NC1694'TO REACH FROM THE INTERSECTION OF NY RTE 323 AND NY RTE 249 IN
 NC1694'THE COMMUNITY OF BRANT GO WEST ON NY RTE 249 FOR 0.78 MILE TO
 NC1694'JUNCTION WITH HARDPAN ROAD.  TURN RIGHT AND GO NORTH ON HARDPAN
 NC1694'ROAD FOR 0.87 MILE TO STATION ON THE LEFT ON WEST SIDE OF ROAD
 NC1694'JUST BEFORE BRIDGE OVER NY STATE THRUWAY.
 NC1694'
 NC1694'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1694'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1694'IS STAMPED BRA-CIM 2 1973.  AN UNDERGROUND DISK WAS SET AND
 NC1694'STAMPED THE SAME.
 NC1694'
 NC1694'AZIMUTH MARK SIGHTED TO THE SW WAS BRA-KIL 1 1973 WHICH IS
 NC1694'LOCATED ON THE NORTHWEST CORNER OF THE NY RTE 249 (BRANT-FARNHAM
 NC1694'ROAD) BRIDGE OVER THE NEW YORK STATE THRUWAY AND WHICH IS FULLY
 NC1694'DESCRIBED AS A SATELLITE STATION OFF STATION DOMIN 1973.
 NC1694'
 NC1694'DISTANCE AND DIRECTION FROM STATION
 NC1694'
 NC1694'RP-1 NORTHEAST CORNER OF 3 FOOT HIGH WOODEN GUARD POST HOLDING
 NC1694'METAL RAIL, WEST SIDE OF ROAD 2.4 FEET SW
 NC1694'
 NC1694'RP-2 SOUTHEAST CORNER OF 3 FOOT HIGH WOODEN GUARD POST HOLDING
 NC1694'METAL RAIL, WEST SIDE OF ROAD 10.3 FEET N
 NC1694'
 NC1694'RP-3 SOUTHWEST CORNER OF CONCRETE BRIDGE OVER NEW YORK STATE
 NC1694'THRUWAY 13.4 FEET N
 NC1694'
 NC1694'RP-4 CENTERLINE OF HARDPAN ROAD 14.0 FEET E
 NC1694'
 NC1694'RP-5 SOUTHEAST CORNER OF CONCRETE BRIDGE OVER NEW YORK STATE
 NC1694'THRUWAY 47.9 FEET NE
 NC1694'
 NC1694'RP-6 CENTERLINE OF EAST-BOUND LANES OF I-90 (NEW YORK STATE
 NC1694'THRUWAY)(MEASURED PARALLEL TO HARDPAN ROAD) 108.5 FEET N
 NC1694'
 NC1694'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE TOP
 NC1694'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 NC1694'STAMPED BRA-CIM 2 AZ. A 1973.
 NC1694'
 NC1694'TO REACH FROM BRA-CIM 2, GO NORTH ON HARDPAN ROAD FOR 0.60 MILE
 NC1694'TO INTERSECTION WITH US RTE 20.  TURN SHARP LEFT AND GO SOUTHWEST
 NC1694'ON U.S. RTE 20 (SOUTHWESTERN BLVD.) FOR 0.55 MILE TO STATION ON
 NC1694'THE RIGHT ON NORTHWEST SIDE OF ROAD.
 NC1694'
 NC1694'DISTANCE AND DIRECTION FROM STATION
 NC1694'
 NC1694'RP-1 NEAR EDGE OF WITNESS POST 4.2 FEET NW
 NC1694'
 NC1694'RP-2 CENTERLINE OF U.S. RTE 20 (SOUTHWESTERN BOULEVARD) 27.0
 NC1694'FEET SE
 NC1694'
 NC1694'RP-3 NEAR EDGE OF MILEAGE POST NO. 20/5302/1042 81.9 FEET E
 NC1694'
 NC1694'RP-4 SOUTH EDGE OF WOODS LINE (MEASURED PARALLEL US RTE 20) 170.0
 NC1694'FEET NE
 NC1694'
 NC1694'RP-5 (NEAR EDGE) NORTHWEST CORNER OF WEST LEG OF SIGN SOUTHEAST
 NC1694'OF ROAD 223.5 FEET SE
 NC1694'
 NC1694'RP-6 NEAR CORNER OF EAST LEG OF SAME SIGN SOUTHEAST OF ROAD 224.3
 NC1694'FEET SE
 NC1694'
 NC1694'RP-7 254.0 FEET NORTHEAST OF CENTERLINE OF DRIVE WEST MEASURED
 NC1694'PARALLEL U.S. RTE 20
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1682 ***********************************************************************
 NC1682  DESIGNATION -  BRA DOM 1
 NC1682  PID         -  NC1682
 NC1682  STATE/COUNTY-  NY/ERIE
 NC1682  USGS QUAD   -  FARNHAM (1960)
 NC1682
 NC1682                         *CURRENT SURVEY CONTROL
 NC1682  ___________________________________________________________________
 NC1682* NAD 83(1996)-  42 34 31.10084(N)    079 02 45.03742(W)     ADJUSTED  
 NC1682* NAVD 88     -       212.     (meters)     696.     (feet)  VERTCON   
 NC1682  ___________________________________________________________________
 NC1682  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NC1682  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NC1682
 NC1682  HORZ ORDER  -  SECOND
 NC1682
 NC1682.The horizontal coordinates were established by classical geodetic methods
 NC1682.and adjusted by the National Geodetic Survey in January 1999..
 NC1682
 NC1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1682
 NC1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1682
 NC1682.The geoid height was determined by GEOID03.
 NC1682
 NC1682;                    North         East     Units Scale Factor Converg.
 NC1682;SPC NY W     -   286,097.978   312,030.094   MT  0.99995523   -0 18 46.5
 NC1682;SPC NY W     -   938,639.78  1,023,718.73   sFT  0.99995523   -0 18 46.5
 NC1682;UTM  17      - 4,715,505.690   660,375.335   MT  0.99991645   +1 19 20.6
 NC1682
 NC1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1682!SPC NY W     -   0.99997220  x   0.99995523  =   0.99992743
 NC1682!UTM  17      -   0.99997220  x   0.99991645  =   0.99988865
 NC1682
 NC1682:                Primary Azimuth Mark                     Grid Az
 NC1682:SPC NY W     -  BRA DOM 1 AZ MK A                        094 01 17.5
 NC1682:UTM  17      -  BRA DOM 1 AZ MK A                        092 23 10.4
 NC1682
 NC1682|---------------------------------------------------------------------|
 NC1682| PID    Reference Object                     Distance      Geod. Az  |
 NC1682|                                                           dddmmss.s |
 NC1682| DE4933 BRA DOM 1 AZ MK A                                  0934231.0 |
 NC1682| NC1688 FARNHAM ATT MICROWAVE TOWER         APPROX. 4.7 KM 3060017.5 |
 NC1682|---------------------------------------------------------------------|
 NC1682
 NC1682                          SUPERSEDED SURVEY CONTROL
 NC1682
 NC1682  NAD 83(1986)-  42 34 31.10671(N)    079 02 45.03321(W) AD(       ) 2
 NC1682  NAD 27      -  42 34 30.89179(N)    079 02 45.89634(W) AD(       ) 2
 NC1682  NGVD 29 (07/19/86)  212.     (m)          696.     (f) VERT ANG       
 NC1682
 NC1682.Superseded values are not recommended for survey control.
 NC1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1682.See file dsdata.txt to determine how the superseded data were derived.
 NC1682
 NC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6037515506(NAD 83)
 NC1682_MARKER: DD = SURVEY DISK
 NC1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1682
 NC1682  HISTORY     - Date     Condition        Report By
 NC1682  HISTORY     - 1973     MONUMENTED       NY-029
 NC1682  HISTORY     - 19950830 GOOD             USPSQD
 NC1682
 NC1682                          STATION DESCRIPTION
 NC1682
 NC1682'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1682'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 1.7 MILES SOUTHWEST
 NC1682'OF THE COMMUNITY OF BRANT AND ABOUT 2.55 MILES SOUTHEAST OF THE
 NC1682'VILLAGE OF FARNHAM AND ABOUT 1 MILE SOUTHEAST OF THE NEW YORK
 NC1682'STATE THRUWAY (I-90).
 NC1682'
 NC1682'TO REACH FROM THE INTERSECTION OF NY RTE 249 AND NY RTE 323 IN
 NC1682'THE COMMUNITY OF BRANT GO SOUTH ON BRANT RESERVATION ROAD FOR
 NC1682'1.0 MILE TO INTERSECTION WITH MILESTRIP ROAD.  TURN RIGHT AND GO
 NC1682'WEST ON MILESTRIP ROAD FOR 1.45 MILES TO STATION ON THE RIGHT ON
 NC1682'NORTH SIDE OF ROAD AND JUST BEYOND HOUSE NO. 995 ON THE LEFT SIDE
 NC1682'OF ROAD.  TO REACH FROM THE JUNCTION OF NY RTE 249 AND US RTE 20
 NC1682'WHICH IS ABOUT 1.5 MILES SOUTHEAST OF THE VILLAGE OF FARNHAM GO
 NC1682'EAST ON NY RTE 249 FOR 0.65 MILE TO INTERSECTION WITH HAMMOND
 NC1682'ROAD.  TURN RIGHT AND GO SOUTH ON HAMMOND FOR 0.95 MILE TO
 NC1682'JUNCTION WITH MILESTRIP ROAD.  TURN LEFT AND GO EAST ON
 NC1682'MILESTRIP ROAD FOR 0.14 MILE TO STATION ON THE NORTH SIDE OF
 NC1682'ROAD.
 NC1682'
 NC1682'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1682'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1682'IS STAMPED BRA-DOM 1 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1682'THE SAME.
 NC1682'
 NC1682'AZIMUTH MARK SIGHTED TO THE NW WAS THE CENTER OF THE LIGHT ON
 NC1682'TOP OF THE FARNHAM A T AND T MICROWAVE TOWER (NGS NO. 138)
 NC1682'LOCATED ON THE SOUTH SIDE OF SHAW ROAD ABOUT 0.5 MILE NORTHWEST
 NC1682'OF THE VILLAGE OF FARNHAM AND ABOUT 0.42 MILE WEST OF NY RTE
 NC1682'5.  TOWER IS PAINTED RED AND WHITE, 4 LEGGED STEEL STRUCTURE
 NC1682'ABOUT 189 FEET HIGH.
 NC1682'
 NC1682'DISTANCE AND DIRECTION FROM STATION
 NC1682'
 NC1682'RP-1 SOUTHEAST CORNER OF WOODEN POST HOLDING METAL GUARD RAIL
 NC1682'(EAST END POST NORTH SIDE ROAD) 3.2 FEET N
 NC1682'
 NC1682'RP-2 CENTERLINE OF MILESTRIP ROAD 15.5 FEET S
 NC1682'
 NC1682'RP-3 RANGELINE OF CENTERLINE OF DRIVEWAY ON SOUTH SIDE OF
 NC1682'ROAD 39.0 FEET E
 NC1682'
 NC1682'RP-4 NORTHEAST CORNER OF WOODEN POST HOLDING METAL GUARD RAIL
 NC1682'(EAST END POST SOUTH SIDE OF ROAD) 53.9 FEET SW
 NC1682'
 NC1682'RP-5 NEAR EDGE OF 6 IN CEDAR TREE 50.5 FEET S
 NC1682'
 NC1682'RP-6 NEAR EDGE OF 48 IN WEEPING WILLOW TREE 92.0 FEET SE
 NC1682'
 NC1682'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP OF
 NC1682'A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1682'STAMPED BRA-DOM 1 AZ. A 1973.
 NC1682'
 NC1682'TO REACH FROM BRA-DOM 1, GO EAST ON MILESTRIP ROAD FOR 0.26 MILE
 NC1682'TO STATION ON THE RIGHT ON SOUTH SIDE OF THE ROAD JUST BEYOND
 NC1682'HOUSE NO. 1027.
 NC1682'
 NC1682'DISTANCE AND DIRECTION FROM STATION
 NC1682'
 NC1682'RP-1 NEAR EDGE OF WITNESS POST 10.8 FEET S
 NC1682'
 NC1682'RP-2 RANGELINE OF CENTERLINE OF WOODS ROW NORTH 7.0 FEET W
 NC1682'
 NC1682'RP-3 CENTERLINE OF MILESTRIP ROAD 16.5 FEET N
 NC1682'
 NC1682'RP-4 NEAR EDGE OF 7 IN LOCUST TREE ON NORTH SIDE OF ROAD 77.1
 NC1682'FEET NW
 NC1682'
 NC1682'RP-5 SOUTHWEST CORNER OF 1ST WOODEN POST HOLDING GUARD RAIL ON
 NC1682'NORTH SIDE OF ROAD 95.1 FEET NE
 NC1682'
 NC1682'RP-6 NEAR EDGE OF POWER POLE NO. NYT 235/NM 93 119.3 FEET NE
 NC1682'
 NC1682'RP-7 CENTERLINE OF DRIVEWAY (SOUTH SIDE OF ROAD) TO HOUSE
 NC1682'NO. 1027 380.0 FEET W
 NC1682
 NC1682                          STATION RECOVERY (1995)
 NC1682
 NC1682'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1687 ***********************************************************************
 NC1687  DESIGNATION -  BRA DOM 2
 NC1687  PID         -  NC1687
 NC1687  STATE/COUNTY-  NY/ERIE
 NC1687  USGS QUAD   -  FARNHAM (1960)
 NC1687
 NC1687                         *CURRENT SURVEY CONTROL
 NC1687  ___________________________________________________________________
 NC1687* NAD 83(1996)-  42 35 27.67943(N)    079 05 12.16831(W)     ADJUSTED  
 NC1687* NAVD 88     -       194.     (meters)     636.     (feet)  VERTCON   
 NC1687  ___________________________________________________________________
 NC1687  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 NC1687  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NC1687
 NC1687  HORZ ORDER  -  SECOND
 NC1687
 NC1687.The horizontal coordinates were established by classical geodetic methods
 NC1687.and adjusted by the National Geodetic Survey in January 1999..
 NC1687
 NC1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1687
 NC1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1687
 NC1687.The geoid height was determined by GEOID03.
 NC1687
 NC1687;                    North         East     Units Scale Factor Converg.
 NC1687;SPC NY W     -   287,862.845   308,685.257   MT  0.99995849   -0 20 26.4
 NC1687;SPC NY W     -   944,430.02  1,012,744.88   sFT  0.99995849   -0 20 26.4
 NC1687;UTM  17      - 4,717,174.293   656,981.648   MT  0.99990320   +1 17 42.4
 NC1687
 NC1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1687!SPC NY W     -   0.99997504  x   0.99995849  =   0.99993353
 NC1687!UTM  17      -   0.99997504  x   0.99990320  =   0.99987825
 NC1687
 NC1687:                Primary Azimuth Mark                     Grid Az
 NC1687:SPC NY W     -  BRA DOM 2 AZ MK A                        226 56 33.0
 NC1687:UTM  17      -  BRA DOM 2 AZ MK A                        225 18 24.2
 NC1687
 NC1687|---------------------------------------------------------------------|
 NC1687| PID    Reference Object                     Distance      Geod. Az  |
 NC1687|                                                           dddmmss.s |
 NC1687| DE4934 BRA DOM 2 AZ MK A                                  2263606.6 |
 NC1687| NC1689 FARNHAM VIL MUN TANK                APPROX. 0.5 KM 3175116.9 |
 NC1687|---------------------------------------------------------------------|
 NC1687
 NC1687                          SUPERSEDED SURVEY CONTROL
 NC1687
 NC1687  NAD 83(1986)-  42 35 27.68525(N)    079 05 12.16411(W) AD(       ) 2
 NC1687  NAD 27      -  42 35 27.47166(N)    079 05 13.02162(W) AD(       ) 2
 NC1687  NGVD 29 (07/19/86)  194.     (m)          636.     (f) VERT ANG       
 NC1687
 NC1687.Superseded values are not recommended for survey control.
 NC1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1687.See file dsdata.txt to determine how the superseded data were derived.
 NC1687
 NC1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5698217174(NAD 83)
 NC1687_MARKER: DD = SURVEY DISK
 NC1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1687
 NC1687  HISTORY     - Date     Condition        Report By
 NC1687  HISTORY     - 1973     MONUMENTED       NY-029
 NC1687  HISTORY     - 19950830 GOOD             USPSQD
 NC1687  HISTORY     - 19990715 GOOD             NYDT
 NC1687
 NC1687                          STATION DESCRIPTION
 NC1687
 NC1687'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1687'STATION IS LOCATED IN THE TOWN OF BRANT IN THE VILLAGE OF FARNHAM
 NC1687'ON RAILROAD STREET.  IT IS ABOUT 0.3 MILE SOUTHEAST OF NY RTE 5.
 NC1687'
 NC1687'TO REACH FROM THE JUNCTION OF NY RTE 249 AND NY RTE 5 IN THE
 NC1687'VILLAGE OF FARNHAM GO SOUTHEAST AND THEN EAST FOR 0.35 MILE TO
 NC1687'JUNCTION WITH RAILROAD STREET.  TURN SHARP RIGHT AND GO SOUTHWEST
 NC1687'ON RAILROAD STREET FOR 0.19 MILE TO STATION ON THE LEFT ON
 NC1687'SOUTHEAST SIDE OF STREET JUST BEYOND OLD STORE.
 NC1687'
 NC1687'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1687'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1687'IS STAMPED BRA-DOM 2 1973.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1687'AND STAMPED THE SAME.
 NC1687'
 NC1687'AZIMUTH MARK SIGHTED TO THE NW WAS THE CENTER OF THE BALL ON
 NC1687'TOP OF THE FARNHAM VILLAGE MUNICIPAL WATER TANK.  IT IS A 6
 NC1687'LEGGED STEEL TANK ABOUT 120 FEET HIGH AND IS PAINTED SILVER WITH
 NC1687'THE WORD FARNHAM PAINTED IN BLACK ON THE NORTH AND SOUTH
 NC1687'SIDES.  IT IS LOCATED ON THE NORTHWEST SIDES OF NY RTE 5 AT ITS
 NC1687'JUNCTION WITH LOTUS POINT ROAD IN THE VILLAGE OF FARNHAM.  IT IS
 NC1687'NGS NO. 139 INTERSECTION STATION.
 NC1687'
 NC1687'DISTANCE AND DIRECTION FROM STATION
 NC1687'
 NC1687'RP-1 NEAR EDGE OF CONCRETE SIDEWALK 0.7 FEET SE
 NC1687'
 NC1687'RP-2 NEAR EDGE OF 36 IN HORSE CHESTNUT TREE 5.2 FEET SE
 NC1687'
 NC1687'RP-3 CENTERLINE OF RAILROAD STREET 14.0 FEET NW
 NC1687'
 NC1687'RP-4 CENTER OF GRATE INLET 10.9 FEET SW
 NC1687'
 NC1687'RP-5 NEAR EDGE OF 24 IN MAPLE TREE 27.3 FEET S
 NC1687'
 NC1687'RP-6 CENTERLINE OF DRIVEWAY SOUTHEAST SIDE OF STREET BESIDE OLD
 NC1687'STORE 81.0 FEET NE
 NC1687'
 NC1687'RP-7 SOUTHWEST CORNER OF OLD CINDERBLOCK STOREFRONT ADJOINING
 NC1687'HOUSE NO. 713 114.8 FEET NE
 NC1687'
 NC1687'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP OF
 NC1687'A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1687'STAMPED BRA-DOM 2 AZ. A 1973.
 NC1687'
 NC1687'TO REACH FROM BRA-DOM 2, GO SOUTHWEST ON RAILROAD STREET FOR
 NC1687'0.10 MILE TO STATION ON THE RIGHT ON CURVE TO THE LEFT.  IT IS ON
 NC1687'THE WEST SIDE OF THE STREET AT THE JUNCTION WITH A DIRT ROAD
 NC1687'SOUTHWEST AND JUST BEYOND HOUSE NO. 765 ON LEFT.  IT IS 0.28 MILE
 NC1687'SOUTHWEST OF JUNCTION WITH COMMERCIAL STREET.
 NC1687'
 NC1687'DISTANCE AND DIRECTION FROM STATION
 NC1687'
 NC1687'RP-1 NEAR EDGE OF POWER POLE NO. NM 12/NYT 12 2.8 FEET W
 NC1687'
 NC1687'RP-2 CENTERLINE OF RAILROAD STREET 29.0 FEET E
 NC1687'
 NC1687'RP-3 NEAR EDGE OF 18 IN HORSE CHESTNUT TREE ON EAST SIDE OF
 NC1687'ROAD 51.2 FEET SE
 NC1687'
 NC1687'RP-4 NORTHWEST END OF METAL FENCE, NEAR EDGE OF END POST, EAST
 NC1687'SIDE OF ROAD 58.4 FEET E
 NC1687'
 NC1687'RP-5 NEAR EDGE OF 18 IN WEEPING WILLOW TREE EAST OF ROAD 76.5
 NC1687'FEET SE
 NC1687'
 NC1687'RP-6 SOUTHWEST CORNER OF FOUNDATION OF PORCH TO HOUSE NO. 765
 NC1687'EAST OF ROAD 93.8 FEET NE
 NC1687
 NC1687                          STATION RECOVERY (1995)
 NC1687
 NC1687'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1687'RECOVERED IN GOOD CONDITION.
 NC1687
 NC1687                          STATION RECOVERY (1999)
 NC1687
 NC1687'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (RSB)
 NC1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1365 ***********************************************************************
 NC1365  DESIGNATION -  BRA HEF 1
 NC1365  PID         -  NC1365
 NC1365  STATE/COUNTY-  NY/ERIE
 NC1365  USGS QUAD   -  NORTH COLLINS (1960)
 NC1365
 NC1365                         *CURRENT SURVEY CONTROL
 NC1365  ___________________________________________________________________
 NC1365* NAD 83(1996)-  42 35 33.77502(N)    078 57 26.08318(W)     ADJUSTED  
 NC1365* NAVD 88     -       239.     (meters)     784.     (feet)  VERTCON   
 NC1365  ___________________________________________________________________
 NC1365  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 NC1365  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NC1365
 NC1365  HORZ ORDER  -  SECOND
 NC1365
 NC1365.The horizontal coordinates were established by classical geodetic methods
 NC1365.and adjusted by the National Geodetic Survey in January 1999..
 NC1365
 NC1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1365
 NC1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1365
 NC1365.The geoid height was determined by GEOID03.
 NC1365
 NC1365;                    North         East     Units Scale Factor Converg.
 NC1365;SPC NY W     -   287,995.868   319,312.151   MT  0.99994908   -0 15 11.0
 NC1365;SPC NY W     -   944,866.44  1,047,609.95   sFT  0.99994908   -0 15 11.0
 NC1365;UTM  17      - 4,717,610.612   667,600.102   MT  0.99994560   +1 22 58.2
 NC1365
 NC1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1365!SPC NY W     -   0.99996794  x   0.99994908  =   0.99991703
 NC1365!UTM  17      -   0.99996794  x   0.99994560  =   0.99991355
 NC1365
 NC1365:                Primary Azimuth Mark                     Grid Az
 NC1365:SPC NY W     -  BRA HEF 1 AZ MK A                        180 26 56.5
 NC1365:UTM  17      -  BRA HEF 1 AZ MK A                        178 48 47.3
 NC1365
 NC1365|---------------------------------------------------------------------|
 NC1365| PID    Reference Object                     Distance      Geod. Az  |
 NC1365|                                                           dddmmss.s |
 NC1365| DE4935 BRA HEF 1 AZ MK A                                  1801145.5 |
 NC1365|---------------------------------------------------------------------|
 NC1365
 NC1365                          SUPERSEDED SURVEY CONTROL
 NC1365
 NC1365  NAD 83(1986)-  42 35 33.78100(N)    078 57 26.07911(W) AD(       ) 2
 NC1365  NAD 27      -  42 35 33.56545(N)    078 57 26.95217(W) AD(       ) 2
 NC1365  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 NC1365
 NC1365.Superseded values are not recommended for survey control.
 NC1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1365.See file dsdata.txt to determine how the superseded data were derived.
 NC1365
 NC1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6760017611(NAD 83)
 NC1365_MARKER: DD = SURVEY DISK
 NC1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1365
 NC1365  HISTORY     - Date     Condition        Report By
 NC1365  HISTORY     - 1973     MONUMENTED       NY-029
 NC1365
 NC1365                          STATION DESCRIPTION
 NC1365
 NC1365'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1365'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 0.85 MILE
 NC1365'SOUTHWEST OF THE VILLAGE OF NORTH COLLINS AND ABOUT 3.1 MILES
 NC1365'EAST NORTHEAST OF THE COMMUNITY OF BRANT.
 NC1365'
 NC1365'TO REACH FROM THE INTERSECTION OF U.S. RTE 62 AND NY RTE 249 IN
 NC1365'THE VILLAGE OF NORTH COLLINS GO WEST ON NY RTE 249 FOR 0.85 MILE
 NC1365'TO THE INTERSECTION WITH MILE BLOCK ROAD.  TURN LEFT AND GO SOUTH
 NC1365'ON MILE BLOCK ROAD FOR 0.15 MILE TO STATION ON THE LEFT ON EAST
 NC1365'SIDE OF ROAD.
 NC1365'
 NC1365'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1365'OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1365'STAMPED BRA-HEF 1 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1365'THE SAME.
 NC1365'
 NC1365'AZIMUTH MARK SIGHTED TO THE NE WAS THE CENTER OF THE BASE OF
 NC1365'THE CROSS ON THE SPIRE OF THE IMMACULATE CONCEPTION RC CHURCH
 NC1365'LOCATED ON SOUTH SIDE BRANT-NORTH COLLINS ROAD (NY RTE 249) AT THE
 NC1365'WEST EDGE TO THE VILLAGE OF NORTH COLLINS.  IT IS ABOUT 0.2 MILE
 NC1365'W OF U.S. RTE 62.
 NC1365'
 NC1365'DISTANCE AND DIRECTION FROM STATION
 NC1365'
 NC1365'RP-1 CENTERLINE OF DRIVE EAST 293.0 FEET N
 NC1365'
 NC1365'RP-2 NEAR EDGE OF POLE ON WEST SIDE OF ROAD 39.0 FEET NW
 NC1365'
 NC1365'RP-3 NEAR EDGE OF WITNESS POST ON WEST SIDE OF ROAD 36.7 FEET W
 NC1365'
 NC1365'RP-4 CENTERLINE OF MILE BLOCK ROAD 14.5 FEET W
 NC1365'
 NC1365'RP-5 EAST EDGE OF PAVING MILE BLOCK ROAD 4.1 FEET W
 NC1365'
 NC1365'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1365'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 NC1365'STAMPED BRA-HEF 1 AZ. A 1973.
 NC1365'
 NC1365'TO REACH FROM BRA-HEF 1, GO SOUTH ON MILE BLOCK ROAD FOR 0.30 MILE
 NC1365'TO STATION ON THE LEFT ON THE EAST SIDE OF THE ROAD AND JUST BEFORE
 NC1365'THE P.D. RENALDO RESIDENCE NO. 10786 ON THE WEST SIDE OF ROAD.
 NC1365'
 NC1365'DISTANCE AND DIRECTION FROM STATION
 NC1365'
 NC1365'RP-1 NEAR EDGE OF WITNESS POST 1.6 FEET E
 NC1365'
 NC1365'RP-2 CENTERLINE OF MILE BLOCK ROAD 14.0 FEET W
 NC1365'
 NC1365'RP-3 NEAR EDGE OF 30 IN MAPLE TREE ON WEST SIDE OF ROAD 101.8
 NC1365'FEET SW
 NC1365'
 NC1365'RP-4 NEAR EDGE OF 27 IN MAPLE TREE ON WEST SIDE OF ROAD 150.3
 NC1365'FEET SW
 NC1365'
 NC1365'RP-5 RANGELINE OF CENTERLINE OF DRIVE WEST TO HOUSE
 NC1365'NO. 10786 183.0 FEET S
 NC1365'
 NC1365'RP-6 RANGELINE OF NORTH EDGE OF HOUSE NO. 10786 127.5 FEET S
 NC1365'
 NC1365'RP-7 0.45 MILE SOUTH OF NY RTE 249
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1360 ***********************************************************************
 NC1360  DESIGNATION -  BRA HEF 2
 NC1360  PID         -  NC1360
 NC1360  STATE/COUNTY-  NY/ERIE
 NC1360  USGS QUAD   -  NORTH COLLINS (1960)
 NC1360
 NC1360                         *CURRENT SURVEY CONTROL
 NC1360  ___________________________________________________________________
 NC1360* NAD 83(1996)-  42 34 47.46016(N)    078 59 12.15707(W)     ADJUSTED  
 NC1360* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 NC1360  ___________________________________________________________________
 NC1360  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 NC1360  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 NC1360
 NC1360  HORZ ORDER  -  SECOND
 NC1360
 NC1360.The horizontal coordinates were established by classical geodetic methods
 NC1360.and adjusted by the National Geodetic Survey in January 1999..
 NC1360
 NC1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1360
 NC1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1360
 NC1360.The geoid height was determined by GEOID03.
 NC1360
 NC1360;                    North         East     Units Scale Factor Converg.
 NC1360;SPC NY W     -   286,577.925   316,887.079   MT  0.99995099   -0 16 22.6
 NC1360;SPC NY W     -   940,214.41  1,039,653.69   sFT  0.99995099   -0 16 22.6
 NC1360;UTM  17      - 4,716,124.039   665,216.514   MT  0.99993584   +1 21 45.1
 NC1360
 NC1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1360!SPC NY W     -   0.99996654  x   0.99995099  =   0.99991753
 NC1360!UTM  17      -   0.99996654  x   0.99993584  =   0.99990238
 NC1360
 NC1360:                Primary Azimuth Mark                     Grid Az
 NC1360:SPC NY W     -  BRA HEF 2 AZ MK A                        179 08 41.4
 NC1360:UTM  17      -  BRA HEF 2 AZ MK A                        177 30 33.7
 NC1360
 NC1360|---------------------------------------------------------------------|
 NC1360| PID    Reference Object                     Distance      Geod. Az  |
 NC1360|                                                           dddmmss.s |
 NC1360| AJ2118 BRA HEF 2 AZ MK A                                  1785218.8 |
 NC1360| AJ2119 BRA HEF 2 AZ MK B                                  3382424.7 |
 NC1360|---------------------------------------------------------------------|
 NC1360
 NC1360                          SUPERSEDED SURVEY CONTROL
 NC1360
 NC1360  NAD 83(1986)-  42 34 47.46611(N)    078 59 12.15294(W) AD(       ) 2
 NC1360  NAD 27      -  42 34 47.25067(N)    078 59 13.02288(W) AD(       ) 2
 NC1360  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 NC1360
 NC1360.Superseded values are not recommended for survey control.
 NC1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1360.See file dsdata.txt to determine how the superseded data were derived.
 NC1360
 NC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6521716124(NAD 83)
 NC1360_MARKER: DD = SURVEY DISK
 NC1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1360_STAMPING: BRA HEF 2 1973
 NC1360_MARK LOGO: NY-029
 NC1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1360
 NC1360  HISTORY     - Date     Condition        Report By
 NC1360  HISTORY     - 1973     MONUMENTED       NY-029
 NC1360  HISTORY     - 19981203 GOOD             NYDT
 NC1360  HISTORY     - 19991203 GOOD             NYDT
 NC1360
 NC1360                          STATION DESCRIPTION
 NC1360
 NC1360'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1360'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 1.7 MILES SOUTHEAST
 NC1360'OF THE COMMUNITY OF BRANT AND ABOUT 2.55 MILES SOUTHWEST OF THE
 NC1360'VILLAGE OF NORTH COLLINS.
 NC1360'
 NC1360'TO REACH FROM THE INTERSECTION OF NY RTE 323 AND NY RTE 249 IN
 NC1360'THE COMMUNITY OF BRANT GO EAST ON NY RTE 249 FOR 1.53 MILES TO
 NC1360'INTERSECTION WITH MORLEY ROAD.  TURN RIGHT AND GO SOUTH ON MORLEY
 NC1360'ROAD FOR 0.55 MILE TO STATION ON THE LEFT ON THE EAST SIDE OF
 NC1360'THE ROAD JUST BEYOND A CURVE TO THE RIGHT.  OR TO REACH FROM THE
 NC1360'JUNCTION OF U.S. RTE 62 AND MILESTRIP ROAD WHICH IS LOCATED
 NC1360'ABOUT 1.5 MILES SOUTH OF THE VILLAGE OF NORTH COLLINS, GO WEST
 NC1360'ON MILESTRIP ROAD FOR 2.54 MILES TO JUNCTION WITH MORLEY
 NC1360'ROAD.  TURN RIGHT AND GO NORTH ON MORLEY ROAD FOR 0.43 MILE TO
 NC1360'STATION ON THE RIGHT ON THE EAST SIDE OF THE ROAD, JUST BEFORE
 NC1360'CURVE TO THE LEFT.
 NC1360'
 NC1360'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1360'OF A CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1360'STAMPED BRA-HEF 2 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1360'THE SAME.
 NC1360'
 NC1360'DISTANCE AND DIRECTION FROM STATION
 NC1360'
 NC1360'RP-1 NEAR EDGE OF WITNESS POST 2.9 FEET W
 NC1360'
 NC1360'RP-2 CENTERLINE OF MORLEY ROAD 20.7 FEET W
 NC1360'
 NC1360'RP-3 NEAR EDGE OF CORNER POST OF FENCE LINES WEST OF ROAD 99.9
 NC1360'FEET NW
 NC1360'
 NC1360'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1360'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 NC1360'STAMPED BRA-HEF 2 AZ. A 1973.
 NC1360'
 NC1360'TO REACH FROM BRA-HEF 2, GO SOUTH ON MORLEY ROAD FOR 0.43 MILE
 NC1360'TO JUNCTION WITH MILESTRIP ROAD AND STATION ON SOUTH SIDE OF
 NC1360'MILESTRIP ROAD ACROSS THE INTERSECTION.  IT IS ABOUT 4.0 FEET
 NC1360'EAST OF THE CENTERLINE OF MORLEY ROAD EXTENDED SOUTH AND NEAR
 NC1360'THE NORTHWEST CORNER OF A GRAPE VINEYARD.
 NC1360'
 NC1360'DISTANCE AND DIRECTION FROM STATION
 NC1360'
 NC1360'RP-1 NEAR EDGE OF WITNESS POST 6.3 FEET S
 NC1360'
 NC1360'RP-2 CENTER OF TOP OF WEST END OF 12 IN CORRUGATED METAL PIPE
 NC1360'UNDER FARM ROAD 4.0 FEET E
 NC1360'
 NC1360'RP-3 NEAR EDGE OF 12 IN MAPLE TREE 42.2 FEET W
 NC1360'
 NC1360'RP-4 NORTHEAST CORNER OF ABANDONED HOUSE 81.8 FEET SW
 NC1360'
 NC1360'RP-5 CENTERLINE OF MILESTRIP ROAD 19.0 FEET N
 NC1360'
 NC1360'RP-6 CENTERLINE OF DRIVEWAY SOUTH FOR ABANDONED HOUSE 23.0 FEET W
 NC1360'
 NC1360'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1360'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NC1360'GROUND.  THE DISK IS STAMPED BRA-HEF 2 AZ. B 1973.
 NC1360'
 NC1360'TO REACH FROM BRA-HEF 2, GO NORTHWEST ON MORLEY ROAD FOR 0.10
 NC1360'MILE TO STATION ON THE LEFT ON WEST SIDE OF THE ROAD AT THE NORTH
 NC1360'END OF A CURVE TO THE RIGHT AND 260 FEET SOUTH OF THE SOUTHEAST
 NC1360'CORNER OF A GRAPE VINEYARD.
 NC1360'
 NC1360'DISTANCE AND DIRECTION FROM STATION
 NC1360'
 NC1360'RP-1 NEAR EDGE OF WITNESS POST 3.1 FEET W
 NC1360'
 NC1360'RP-2 NORTHEAST CORNER OF 2-1/2 FOOT HIGH BELL SYSTEM UNDERGROUND
 NC1360'CABLE INDICATOR BOX 29.9 FEET SW
 NC1360'
 NC1360'RP-3 CENTERLINE OF MORLEY ROAD 16.5 FEET E
 NC1360'
 NC1360'RP-4 NEAR EDGE OF 14 IN MAPLE TREE 67.1 FEET NW
 NC1360'
 NC1360'RP-5 NEAR EDGE OF POWER POLE NO. NM 43 ON EAST SIDE OF ROAD 45.5
 NC1360'FEET E
 NC1360
 NC1360                          STATION RECOVERY (1998)
 NC1360
 NC1360'RECOVERY NOTE BY NY DEPT OF TRANSP 1998 (KJT)
 NC1360'GOOD CONDITION.  AZIMUTH MARK A DESTROYED.  AZIMUTH MARK B DESTROYED.
 NC1360
 NC1360                          STATION RECOVERY (1999)
 NC1360
 NC1360'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (KJT)
 NC1360'AZIMUTH MARK A DESTROYED.  AZIMUTH MARK B DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1359 ***********************************************************************
 NC1359  DESIGNATION -  BRA HEF 3
 NC1359  PID         -  NC1359
 NC1359  STATE/COUNTY-  NY/ERIE
 NC1359  USGS QUAD   -  NORTH COLLINS (1960)
 NC1359
 NC1359                         *CURRENT SURVEY CONTROL
 NC1359  ___________________________________________________________________
 NC1359* NAD 83(1996)-  42 36 03.59139(N)    078 59 38.13273(W)     ADJUSTED  
 NC1359* NAVD 88     -       230.     (meters)     755.     (feet)  VERTCON   
 NC1359  ___________________________________________________________________
 NC1359  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 NC1359  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NC1359
 NC1359  HORZ ORDER  -  SECOND
 NC1359
 NC1359.The horizontal coordinates were established by classical geodetic methods
 NC1359.and adjusted by the National Geodetic Survey in January 1999..
 NC1359
 NC1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1359
 NC1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1359
 NC1359.The geoid height was determined by GEOID03.
 NC1359
 NC1359;                    North         East     Units Scale Factor Converg.
 NC1359;SPC NY W     -   288,929.803   316,306.159   MT  0.99995146   -0 16 40.5
 NC1359;SPC NY W     -   947,930.53  1,037,747.79   sFT  0.99995146   -0 16 40.5
 NC1359;UTM  17      - 4,718,458.336   664,568.704   MT  0.99993321   +1 21 29.5
 NC1359
 NC1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1359!SPC NY W     -   0.99996937  x   0.99995146  =   0.99992083
 NC1359!UTM  17      -   0.99996937  x   0.99993321  =   0.99990258
 NC1359
 NC1359:                Primary Azimuth Mark                     Grid Az
 NC1359:SPC NY W     -  BRA HEF 3 AZ MK A                        091 47 21.8
 NC1359:UTM  17      -  BRA HEF 3 AZ MK A                        090 09 11.8
 NC1359
 NC1359|---------------------------------------------------------------------|
 NC1359| PID    Reference Object                     Distance      Geod. Az  |
 NC1359|                                                           dddmmss.s |
 NC1359| AJ2120 BRA HEF 3 AZ MK A                                  0913041.3 |
 NC1359| AJ2121 BRA HEF 3 AZ MK B                                  2712048.7 |
 NC1359|---------------------------------------------------------------------|
 NC1359
 NC1359                          SUPERSEDED SURVEY CONTROL
 NC1359
 NC1359  NAD 83(1986)-  42 36 03.59733(N)    078 59 38.12867(W) AD(       ) 2
 NC1359  NAD 27      -  42 36 03.38266(N)    078 59 38.99708(W) AD(       ) 2
 NC1359  NGVD 29 (07/19/86)  230.     (m)          755.     (f) VERT ANG       
 NC1359
 NC1359.Superseded values are not recommended for survey control.
 NC1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1359.See file dsdata.txt to determine how the superseded data were derived.
 NC1359
 NC1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6456918458(NAD 83)
 NC1359_MARKER: DD = SURVEY DISK
 NC1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1359_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1359
 NC1359  HISTORY     - Date     Condition        Report By
 NC1359  HISTORY     - 1973     MONUMENTED       NY-029
 NC1359  HISTORY     - 19981202 MARK NOT FOUND   NYDT
 NC1359  HISTORY     - 19991202 MARK NOT FOUND   NYDT
 NC1359
 NC1359                          STATION DESCRIPTION
 NC1359
 NC1359'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1359'STATION IS LOCATED IN TOWN OF BRANT ABOUT 1.5 MILES NORTHEAST OF
 NC1359'THE COMMUNITY OF BRANT AND ABOUT 2.75 MILES WEST NORTHWEST OF THE
 NC1359'VILLAGE OF NORTH COLLINS.
 NC1359'
 NC1359'TO REACH FROM THE INTERSECTION OF NY RTE 249 AND NY RTE 323 IN
 NC1359'THE COMMUNITY OF BRANT GO NORTH ON NY RTE 323 FOR 0.75 MILE TO
 NC1359'JUNCTION WITH ELLIS ROAD.  TURN RIGHT AND GO EAST ON ELLIS ROAD
 NC1359'FOR 1.20 MILES TO STATION ON THE LEFT ON THE NORTH SIDE OF THE
 NC1359'ROAD.  IT IS 0.34 MILE WEST OF MORLEY ROAD.  STATION IS OPPOSITE
 NC1359'A SHEET METAL BUILDING ON THE SOUTH SIDE OF THE ROAD.
 NC1359'
 NC1359'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1359'TOP OF A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE
 NC1359'DISK IS STAMPED BRA-HEF 3 1973.  AN UNDERGROUND DISK WAS
 NC1359'ESTABLISHED AND STAMPED THE SAME.
 NC1359'
 NC1359'DISTANCE AND DIRECTION FROM STATION
 NC1359'
 NC1359'RP-1 NEAR EDGE OF POWER POLE NO. NM 31 19.7 FEET NW
 NC1359'
 NC1359'RP-2 12.0 FEET E OF WEST EDGE OF BUILDING ON SOUTH SIDE ROAD
 NC1359'EXTENDED NORTH 12.5 FEET S
 NC1359'
 NC1359'RP-3 CENTERLINE OF ELLIS ROAD 52.1 FEET SW
 NC1359'
 NC1359'RP-4 JUNCTION OF FENCE LINES SOUTH SIDE OF ROAD 72.3 FEET SW
 NC1359'
 NC1359'RP-5 EDGE OF 1ST ROW OF GRAPE VINES SOUTH SIDE OF ROAD 100.8
 NC1359'FEET SE
 NC1359'
 NC1359'RP-6 NEAR EDGE OF GATEPOST WEST EDGE OF DRIVEWAY SOUTH SIDE OF
 NC1359'ROAD 113.0 FEET E
 NC1359'
 NC1359'RP-7 RANGELINE OF CENTERLINE OF DRIVEWAY SOUTH 49.8 FEET SW
 NC1359'
 NC1359'RM-1 CENTER OF BRASS DISK SET IN CONCRETE POST
 NC1359'
 NC1359'NOTE--RM-1 IS A CONCRETE MONUMENT WITH BRASS DISK STAMPED
 NC1359'BRA-HEF 3 RM 1 SET 2 INCHES BELOW GROUND AND 21.3 FEET SOUTH OF
 NC1359'CENTERLINE OF ELLIS ROAD AND 16.1 FEET FROM RP-4 ABOVE AND 25.0
 NC1359'FEET FROM RP-5 ABOVE.
 NC1359'
 NC1359'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1359'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NC1359'GROUND.  THE DISK IS STAMPED BRA-HEF 3 AZ. A 1973.
 NC1359'
 NC1359'TO REACH FROM BRA-HEF 3, GO EAST ON ELLIS ROAD FOR 0.34 MILE TO
 NC1359'INTERSECTION WITH MORLEY ROAD AND STATION ACROSS THE INTERSECTION
 NC1359'ON THE EAST SIDE OF MORLEY ROAD ABOUT OPPOSITE THE CENTERLINE OF
 NC1359'ELLIS ROAD.
 NC1359'
 NC1359'DISTANCE AND DIRECTION FROM STATION
 NC1359'
 NC1359'RP-1 NEAR EDGE OF WITNESS POST 2.1 FEET E
 NC1359'
 NC1359'RP-2 NORTHEAST CORNER OF 3 FOOT HIGH WOODEN GUARD POST EAST OF
 NC1359'ROAD 9.2 FEET S
 NC1359'
 NC1359'RP-3 SOUTHEAST CORNER OF 3 FOOT HIGH WOODEN GUARD POST EAST OF
 NC1359'ROAD 7.2 FEET N
 NC1359'
 NC1359'RP-4 NEAR EDGE OF POWER POLE NO. NM 20/NYT 13 20.2 FEET NE
 NC1359'
 NC1359'RP-5 CENTERLINE OF MORLEY ROAD 14.5 FEET W
 NC1359'
 NC1359'RP-6 SOUTHEAST CORNER OF 3 FOOT HIGH WOODEN GUARD POST (NLY OF 3
 NC1359'POSTS) IN NORTHWEST ANGLE OF INTERSECTION 40.6 FEET NW
 NC1359'
 NC1359'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP OF
 NC1359'A ROUND CONCRETE POST 1 INCH ABOVE THE GROUND.  THE DISK IS
 NC1359'STAMPED BRA-HEF 3 AZ. B 1973.
 NC1359'
 NC1359'TO REACH FROM BRA-HEF 3, GO WEST ON ELLIS ROAD FOR 0.18 MILE TO
 NC1359'STATION ON THE RIGHT OR NORTH SIDE OF ROAD AND OPPOSITE A
 NC1359'VINEYARD ON NORTH.  THERE IS A YOUNG LOCUST TREE WOODS ON THE
 NC1359'SOUTH SIDE OF THE ROAD.
 NC1359'
 NC1359'DISTANCE AND DIRECTION FROM STATION
 NC1359'
 NC1359'RP-1 NEAR EDGE OF WITNESS POST 1.7 FEET N
 NC1359'
 NC1359'RP-2 CENTERLINE OF ELLIS ROAD 20.5 FEET S
 NC1359'
 NC1359'RP-3 EAST END OF 1ST LINE OF GRAPE VINES NORTH SIDE OF
 NC1359'ROAD 142.8 FEET NE
 NC1359'
 NC1359'RP-4 CENTERLINE OF DIRT ROAD NORTH BETWEEN VINEYARDS NORTH OF
 NC1359'ROAD 161.0 FEET E
 NC1359'
 NC1359'RP-5 NEAR EDGE OF CURVE SIGN 254.2 FEET W
 NC1359'
 NC1359'RP-6 RANGELINE OF EAST END OF ROWS OF GRAPE VINES IN VINEYARD
 NC1359'SOUTH OF ROAD 134.5 FEET W
 NC1359'
 NC1359'RP-7 0.52 MILE WEST OF JUNCTION WITH MORLEY ROAD
 NC1359
 NC1359                          STATION RECOVERY (1998)
 NC1359
 NC1359'RECOVERY NOTE BY NY DEPT OF TRANSP 1998 (KJT)
 NC1359'NOT FOUND.  AZIMUTH MARK A DESTROYED.
 NC1359
 NC1359                          STATION RECOVERY (1999)
 NC1359
 NC1359'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (KJT)
 NC1359'AZIMUTH MARK A DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1681 ***********************************************************************
 NC1681  DESIGNATION -  BRA KIL 1
 NC1681  PID         -  NC1681
 NC1681  STATE/COUNTY-  NY/ERIE
 NC1681  USGS QUAD   -  FARNHAM (1960)
 NC1681
 NC1681                         *CURRENT SURVEY CONTROL
 NC1681  ___________________________________________________________________
 NC1681* NAD 83(1996)-  42 35 19.66431(N)    079 03 18.95779(W)     ADJUSTED  
 NC1681* NAVD 88     -       208.     (meters)     682.     (feet)  VERTCON   
 NC1681  ___________________________________________________________________
 NC1681  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 NC1681  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NC1681
 NC1681  HORZ ORDER  -  SECOND
 NC1681
 NC1681.The horizontal coordinates were established by classical geodetic methods
 NC1681.and adjusted by the National Geodetic Survey in January 1999..
 NC1681
 NC1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1681
 NC1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1681
 NC1681.The geoid height was determined by GEOID03.
 NC1681
 NC1681;                    North         East     Units Scale Factor Converg.
 NC1681;SPC NY W     -   287,600.671   311,264.915   MT  0.99995595   -0 19 09.8
 NC1681;SPC NY W     -   943,569.87  1,021,208.31   sFT  0.99995595   -0 19 09.8
 NC1681;UTM  17      - 4,716,985.872   659,567.612   MT  0.99991327   +1 18 58.8
 NC1681
 NC1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1681!SPC NY W     -   0.99997284  x   0.99995595  =   0.99992879
 NC1681!UTM  17      -   0.99997284  x   0.99991327  =   0.99988611
 NC1681
 NC1681:                Primary Azimuth Mark                     Grid Az
 NC1681:SPC NY W     -  BRA KIL 1 AZ MK A                        092 33 10.8
 NC1681:UTM  17      -  BRA KIL 1 AZ MK A                        090 55 02.2
 NC1681
 NC1681|---------------------------------------------------------------------|
 NC1681| PID    Reference Object                     Distance      Geod. Az  |
 NC1681|                                                           dddmmss.s |
 NC1681| DE4936 BRA KIL 1 AZ MK A                                  0921401.0 |
 NC1681|---------------------------------------------------------------------|
 NC1681
 NC1681                          SUPERSEDED SURVEY CONTROL
 NC1681
 NC1681  NAD 83(1986)-  42 35 19.67017(N)    079 03 18.95360(W) AD(       ) 2
 NC1681  NAD 27      -  42 35 19.45584(N)    079 03 19.81523(W) AD(       ) 2
 NC1681  NGVD 29 (07/19/86)  208.     (m)          682.     (f) VERT ANG       
 NC1681
 NC1681.Superseded values are not recommended for survey control.
 NC1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1681.See file dsdata.txt to determine how the superseded data were derived.
 NC1681
 NC1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5956816986(NAD 83)
 NC1681_MARKER: DD = SURVEY DISK
 NC1681_SETTING: 0 = UNSPECIFIED SETTING
 NC1681_STAMPING: BRA KIL 1 1973
 NC1681_MARK LOGO: NY-029
 NC1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1681
 NC1681  HISTORY     - Date     Condition        Report By
 NC1681  HISTORY     - 1973     MONUMENTED       NY-029
 NC1681  HISTORY     - 1988     GOOD             USPSQD
 NC1681  HISTORY     - 19940910 GOOD             FA
 NC1681
 NC1681                          STATION DESCRIPTION
 NC1681
 NC1681'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1681'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 1.9 MILES WEST OF
 NC1681'THE COMMUNITY OF BRANT AND ABOUT 1.8 MILES EAST SOUTHEAST OF THE
 NC1681'VILLAGE OF FARNHAM.  IT IS ON THE NORTHWEST CORNER OF THE NY RTE
 NC1681'249 OVERPASS BRIDGE OVER THE NEW YORK STATE THRUWAY (RTE I-90).
 NC1681'
 NC1681'TO REACH FROM THE INTERSECTION OF NY RTE 323 AND NY RTE 249
 NC1681'IN THE COMMUNITY OF BRANT GO WEST ON NY RTE 249 (THE BRANT TO
 NC1681'FARNHAM ROAD) FOR 1.93 MILES TO STATION ON THE RIGHT ON NORTH
 NC1681'SIDE OF ROAD ON NORTHWEST CORNER OF CONCRETE BRIDGE OVER THE
 NC1681'NEW YORK STATE THRUWAY.
 NC1681'
 NC1681'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 NC1681'THE CONCRETE BRIDGEWALK OF OVERPASS.  THE DISK IS STAMPED
 NC1681'BRA-KIL 1 1973.  NO UNDERGROUND DISK WAS ESTABLISHED.
 NC1681'
 NC1681'BRA-CIM 2 IS VISIBLE FROM THE GROUND.
 NC1681'
 NC1681'DISTANCE AND DIRECTION FROM STATION
 NC1681'
 NC1681'RP-1 CENTERLINE OF NY RTE 249 (BRANT-FARNHAM ROAD) 14.4 FEET S
 NC1681'
 NC1681'RP-2 NORTH CURBLINE OF BRIDGE 1.0 FEET S
 NC1681'
 NC1681'RP-3 WEST END OF NORTH CONCRETE BRIDGE WALK 12.0 FEET W
 NC1681'
 NC1681'RP-4 SOUTHWEST CORNER OF NORTH CONCRETE PARAPET WALL 7.0 FEET NW
 NC1681'
 NC1681'AZIMUTH MARK IS A STANDARD ERIE COUNTRY SURVEY DISK SET FLUSH
 NC1681'IN THE TOP OF A CONCRETE HEADWALL.  THE DISK WAS FOUND TO BE
 NC1681'STAMPED BRA-KIL 2 AZ. A 1973 WHEN INSPECTED ON 6 OCTOBER 1973 WHICH
 NC1681'IS NOT CORRECT.
 NC1681'
 NC1681'TO REACH FROM BRA-KIL 1, GO EAST ON NY RTE 249 (FARNHAM-BRANT
 NC1681'ROAD) FOR 0.40 MILE TO INTERSECTION WITH HAMMOND ROAD AND STATION
 NC1681'ON HEADWALL IN SOUTHEAST ANGLE OF THE INTERSECTION.
 NC1681'
 NC1681'DISTANCE AND DIRECTION FROM STATION
 NC1681'
 NC1681'RP-1 CENTER OF EAST END OF CONCRETE HEADWALL 1.8 FEET E
 NC1681'
 NC1681'RP-2 SOUTHWEST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 5.4
 NC1681'FEET NE
 NC1681'
 NC1681'RP-3 SOUTHEAST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 4.6
 NC1681'FEET NW
 NC1681'
 NC1681'RP-4 CENTERLINE OF NY RTE 249 (FARNHAM-BRANT RD.) 19.5 FEET N
 NC1681'
 NC1681'RP-5 CENTERLINE OF HAMMOND ROAD 25.5 FEET W
 NC1681'
 NC1681'RP-6 NEAR EDGE OF 6 IN CEDAR TREE 54.3 FEET W
 NC1681'
 NC1681'RP-7 NEAR EDGE OF STOP SIGN 15.9 FEET SW
 NC1681
 NC1681                          STATION RECOVERY (1988)
 NC1681
 NC1681'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCD)
 NC1681'RECOVERED IN GOOD CONDITION.
 NC1681
 NC1681                          STATION RECOVERY (1994)
 NC1681
 NC1681'RECOVERY NOTE BY FISHER ASSOCIATES 1994 (KR)
 NC1681'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1679 ***********************************************************************
 NC1679  DESIGNATION -  BRA MIL 1
 NC1679  PID         -  NC1679
 NC1679  STATE/COUNTY-  NY/ERIE
 NC1679  USGS QUAD   -  FARNHAM (1960)
 NC1679
 NC1679                         *CURRENT SURVEY CONTROL
 NC1679  ___________________________________________________________________
 NC1679* NAD 83(1996)-  42 36 37.22989(N)    079 04 19.42259(W)     ADJUSTED  
 NC1679* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 NC1679  ___________________________________________________________________
 NC1679  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 NC1679  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NC1679
 NC1679  HORZ ORDER  -  SECOND
 NC1679
 NC1679.The horizontal coordinates were established by classical geodetic methods
 NC1679.and adjusted by the National Geodetic Survey in January 1999..
 NC1679
 NC1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1679
 NC1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1679
 NC1679.The geoid height was determined by GEOID03.
 NC1679
 NC1679;                    North         East     Units Scale Factor Converg.
 NC1679;SPC NY W     -   290,001.786   309,900.175   MT  0.99995728   -0 19 51.2
 NC1679;SPC NY W     -   951,447.53  1,016,730.82   sFT  0.99995728   -0 19 51.2
 NC1679;UTM  17      - 4,719,346.935   658,134.941   MT  0.99990767   +1 18 19.8
 NC1679
 NC1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1679!SPC NY W     -   0.99997473  x   0.99995728  =   0.99993201
 NC1679!UTM  17      -   0.99997473  x   0.99990767  =   0.99988241
 NC1679
 NC1679:                Primary Azimuth Mark                     Grid Az
 NC1679:SPC NY W     -  BRA MIL 1 AZ MK A                        086 46 04.3
 NC1679:UTM  17      -  BRA MIL 1 AZ MK A                        085 07 53.3
 NC1679
 NC1679|---------------------------------------------------------------------|
 NC1679| PID    Reference Object                     Distance      Geod. Az  |
 NC1679|                                                           dddmmss.s |
 NC1679| DE4937 BRA MIL 1 AZ MK A                                  0862613.1 |
 NC1679| NC1688 FARNHAM ATT MICROWAVE TOWER         APPROX. 2.0 KM 2362156.3 |
 NC1679|---------------------------------------------------------------------|
 NC1679
 NC1679                          SUPERSEDED SURVEY CONTROL
 NC1679
 NC1679  NAD 83(1986)-  42 36 37.23565(N)    079 04 19.41833(W) AD(       ) 2
 NC1679  NAD 27      -  42 36 37.02254(N)    079 04 20.27816(W) AD(       ) 2
 NC1679  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 NC1679
 NC1679.Superseded values are not recommended for survey control.
 NC1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1679.See file dsdata.txt to determine how the superseded data were derived.
 NC1679
 NC1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5813519347(NAD 83)
 NC1679_MARKER: DD = SURVEY DISK
 NC1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1679_STAMPING: BRA MIL 1 1973
 NC1679_MARK LOGO: NY-029
 NC1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1679+STABILITY: SURFACE MOTION
 NC1679
 NC1679  HISTORY     - Date     Condition        Report By
 NC1679  HISTORY     - 1973     MONUMENTED       NY-029
 NC1679  HISTORY     - 19940910 GOOD             FA
 NC1679  HISTORY     - 19950830 GOOD             USPSQD
 NC1679
 NC1679                          STATION DESCRIPTION
 NC1679
 NC1679'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1679'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 1.45 MILES
 NC1679'NORTHEAST OF THE VILLAGE OF FARNHAM AND ABOUT 3 MILES SOUTHWEST OF
 NC1679'THE CENTER OF THE VILLAGE OF ANGOLA.  IT IS ON THE NORTHWEST SIDE
 NC1679'OF NY RTE 5 ABOUT 0.7 MILE NORTHEAST OF THE ENTRANCE PARKWAY TO
 NC1679'EVANGOLA STATE PARK.
 NC1679'
 NC1679'TO REACH FROM THE JUNCTION OF NY RTE 249 AND NY RTE 5 IN THE
 NC1679'VILLAGE OF FARNHAM GO NORTHEAST ON NY RTE 5 FOR 1.50 MILES TO
 NC1679'STATION ON THE LEFT ON NORTHWEST SIDE OF THE ROAD AT THE
 NC1679'INTERSECTION WITH CAIN ROAD.
 NC1679'
 NC1679'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1679'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1679'BRA-MIL 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1679'THE SAME.
 NC1679'
 NC1679'AZIMUTH MARK SIGHTED TO THE SW WAS THE FARNHAM AT AND T MICROWAVE
 NC1679'TOWER KED 49.  IT IS A 4 LEGGED STRUCTURE ABOUT 189 FEET HIGH AND
 NC1679'IS PAINTED RED AND WHITE.  STATION SIGHTED IS THE LIGHT ATOP THE
 NC1679'TOWER AND IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE VILLAGE OF
 NC1679'FARNHAM AND ON THE SOUTH SIDE OF SHAW ROAD ABOUT 0.4 MILE WEST OF
 NC1679'NY RTE 5.
 NC1679'
 NC1679'DISTANCE AND DIRECTION FROM STATION
 NC1679'
 NC1679'RP-1 NEAR EDGE OF WITNESS POST 4.1 FEET W
 NC1679'
 NC1679'RP-2 NEAR EDGE OF POWER POLE NO. NYT 248 21.5 FEET N
 NC1679'
 NC1679'RP-3 CENTERLINE OF NY RTE 5 (EVANS CENTER-FARNHAM ROAD) 39.8 FEET
 NC1679'SE
 NC1679'
 NC1679'RP-4 NEAR EDGE OF MILEAGE POST NO. 5/5302/1037 66.6 FEET SW
 NC1679'
 NC1679'RP-5 NEAR EDGE OF RT. 5 WEST SIGN 31.2 FEET S
 NC1679'
 NC1679'RP-6 RANGELINE OF CENTERLINE OF CAIN ROAD EXTENDED WEST 43.0
 NC1679'FEET N
 NC1679'
 NC1679'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1679'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK
 NC1679'IS STAMPED BRA-MIL 1 AZ. A 1973.
 NC1679'
 NC1679'TO REACH FROM BRA-MIL 1, GO EAST ON CAIN ROAD FOR 0.15 MILE
 NC1679'AND STATION ON THE LEFT ON NORTH SIDE OF THE ROAD.
 NC1679'
 NC1679'DISTANCE AND DIRECTION FROM STATION
 NC1679'
 NC1679'RP-1 NEAR EDGE OF WITNESS POST 2.2 FEET N
 NC1679'
 NC1679'RP-2 NEAR EDGE OF 5 IN PINE TREE 14.3 FEET NW
 NC1679'
 NC1679'RP-3 CENTERLINE OF CAIN ROAD 19.0 FEET S
 NC1679'
 NC1679'RP-4 NEAR EDGE OF POWER POLE NO. NM 3/NYT 203 108.6 FEET E
 NC1679'
 NC1679'RP-5 NEAR EDGE OF 18 IN MAPLE TREE 182.7 FEET SW
 NC1679'
 NC1679'RP-6 RANGELINE OF CENTERLINE OF DRIVEWAY TO PARKING LOT ON SOUTH
 NC1679'SIDE OF ROAD 209.5 FEET W
 NC1679'
 NC1679'RP-7 NORTHWEST CORNER OF 4 FOOT HIGH WOODEN RIGHT-OF-WAY POST
 NC1679'NO. 10 ON SOUTH SIDE ROAD 330.1 FEET SE
 NC1679'
 NC1679'RP-8 NEAR EDGE OF NORTH LEG OF STOP AHEAD SIGN 73.9 FEET W
 NC1679
 NC1679                          STATION RECOVERY (1994)
 NC1679
 NC1679'RECOVERY NOTE BY FISHER ASSOCIATES 1994 (KR)
 NC1679'LOCATED AS DESCRIBED.
 NC1679
 NC1679                          STATION RECOVERY (1995)
 NC1679
 NC1679'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1684 ***********************************************************************
 NC1684  DESIGNATION -  BRA MIL 2
 NC1684  PID         -  NC1684
 NC1684  STATE/COUNTY-  NY/ERIE
 NC1684  USGS QUAD   -  FARNHAM (1960)
 NC1684
 NC1684                         *CURRENT SURVEY CONTROL
 NC1684  ___________________________________________________________________
 NC1684* NAD 83(1996)-  42 35 41.01672(N)    079 05 58.51595(W)     ADJUSTED  
 NC1684* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 NC1684  ___________________________________________________________________
 NC1684  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 NC1684  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC1684
 NC1684  HORZ ORDER  -  SECOND
 NC1684
 NC1684.The horizontal coordinates were established by classical geodetic methods
 NC1684.and adjusted by the National Geodetic Survey in January 1999..
 NC1684
 NC1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1684
 NC1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1684
 NC1684.The geoid height was determined by GEOID03.
 NC1684
 NC1684;                    North         East     Units Scale Factor Converg.
 NC1684;SPC NY W     -   288,280.732   307,631.107   MT  0.99995958   -0 20 57.9
 NC1684;SPC NY W     -   945,801.03  1,009,286.39   sFT  0.99995958   -0 20 57.9
 NC1684;UTM  17      - 4,717,561.894   655,916.060   MT  0.99989909   +1 17 11.3
 NC1684
 NC1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1684!SPC NY W     -   0.99997583  x   0.99995958  =   0.99993541
 NC1684!UTM  17      -   0.99997583  x   0.99989909  =   0.99987493
 NC1684
 NC1684:                Primary Azimuth Mark                     Grid Az
 NC1684:SPC NY W     -  FARNHAM ATT MICROWAVE TOWER              043 39 42.8
 NC1684:UTM  17      -  FARNHAM ATT MICROWAVE TOWER              042 01 33.6
 NC1684
 NC1684|---------------------------------------------------------------------|
 NC1684| PID    Reference Object                     Distance      Geod. Az  |
 NC1684|                                                           dddmmss.s |
 NC1684| NC1688 FARNHAM ATT MICROWAVE TOWER         APPROX. 0.9 KM 0431844.9 |
 NC1684| NC1689 FARNHAM VIL MUN TANK                APPROX. 0.7 KM 0921453.6 |
 NC1684|---------------------------------------------------------------------|
 NC1684
 NC1684                          SUPERSEDED SURVEY CONTROL
 NC1684
 NC1684  NAD 83(1986)-  42 35 41.02240(N)    079 05 58.51162(W) AD(       ) 2
 NC1684  NAD 27      -  42 35 40.80908(N)    079 05 59.36869(W) AD(       ) 2
 NC1684  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 NC1684
 NC1684.Superseded values are not recommended for survey control.
 NC1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1684.See file dsdata.txt to determine how the superseded data were derived.
 NC1684
 NC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5591617562(NAD 83)
 NC1684_MARKER: DD = SURVEY DISK
 NC1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1684_STAMPING: BRA MIL 2 1973
 NC1684_MARK LOGO: NY-029
 NC1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1684+STABILITY: SURFACE MOTION
 NC1684
 NC1684  HISTORY     - Date     Condition        Report By
 NC1684  HISTORY     - 1973     MONUMENTED       NY-029
 NC1684  HISTORY     - 1989     GOOD             USPSQD
 NC1684  HISTORY     - 19940910 GOOD             FA
 NC1684  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 NC1684  HISTORY     - 19990715 GOOD             NYDT
 NC1684
 NC1684                          STATION DESCRIPTION
 NC1684
 NC1684'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1684'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 0.5 MILE WEST
 NC1684'OF THE VILLAGE OF FARNHAM AND ON THE NORTH SIDE OF LOTUS POINT
 NC1684'RD.  IT IS ABOUT 1.1 MILES SOUTHEAST OF THE EVANGOLA STATE PARK
 NC1684'HEADQUARTERS.
 NC1684'
 NC1684'TO REACH FROM THE JUNCTION OF NY RTE 249 AND NY RTE 5 IN THE
 NC1684'VILLAGE OF FARNHAM GO WEST ON LOTUS POINT ROAD FOR 0.45 MILE TO
 NC1684'STATION ON THE RIGHT ON NORTH SIDE OF THE ROAD AND JUST BEYOND A
 NC1684'CONCRETE HEADWALL.
 NC1684'
 NC1684'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1684'TOP OF A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK
 NC1684'IS STAMPED BRA-MIL 2 1973.  NO UNDERGROUND DISK WAS SET.
 NC1684'
 NC1684'AZIMUTH MARK SIGHTED TO THE NE WAS THE FARNHAM AT AND T MICROWAVE
 NC1684'TOWER KED 49.  IT IS A 4 LEGGED STRUCTURE ABOUT 189 FEET HIGH AND
 NC1684'IS PAINTED RED AND WHITE.  STATION SIGHTED IS THE LIGHT ATOP THE
 NC1684'TOWER AND IS LOCATED ON THE SOUTH SIDE OF SHAW ROAD ABOUT 0.5
 NC1684'MILE NORTHWEST OF THE VILLAGE OF FARNHAM AND ABOUT 0.4 MILE WEST
 NC1684'OF NY RTE 5.  (IT IS NGS STATION NO. 138)
 NC1684'
 NC1684'AZIMUTH MARK SIGHTED TO THE E WAS THE CENTER OF THE BALL ON
 NC1684'TOP OF THE FARNHAM VILLAGE MUNICIPAL WATER TANK.  IT IS A 6 LEGGED
 NC1684'STEEL TANK ABOUT 120 FEET HIGH AND IS PAINTED SILVER WITH THE WORD
 NC1684'FARNHAM PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES.  IT IS
 NC1684'LOCATED ON THE NORTHWEST SIDE OF NY RTE 5 AT ITS JUNCTION WITH
 NC1684'LOTUS POINT ROAD IN THE VILLAGE OF FARNHAM.  IT IS NGS NO. 139
 NC1684'INTERSECTION STATION.
 NC1684'
 NC1684'DISTANCE AND DIRECTION FROM STATION
 NC1684'
 NC1684'RP-1 NEAR EDGE OF WITNESS POST 6.0 FEET N
 NC1684'
 NC1684'RP-2 NEAR EDGE OF POWER POLE NO. NM 19/NYT 19 17.5 FEET NW
 NC1684'
 NC1684'RP-3 CENTERLINE OF LOTUS POINT ROAD 13.5 FEET S
 NC1684'
 NC1684'RP-4 CENTER OF WEST END OF CONCRETE HEADALL ON NORTH SIDE OF
 NC1684'ROAD 80.1 FEET E
 NC1684'
 NC1684'RP-5 NORTHWEST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST
 NC1684'(WESTERLY OF 2) ON NORTH SIDE OF ROAD 80.3 FEET E
 NC1684'RP-6 CENTER OF WEST END OF CONCRETE HEADWALL ON SOUTH SIDE OF
 NC1684'ROAD 85.6 FEET SE
 NC1684'
 NC1684'RP-7 91.5 FEET EAST OF CENTERLINE OF DRIVEWAY SOUTHWEST TO HOUSE
 NC1684'(MEASURED PARALLEL LOTUS POINT ROAD)
 NC1684'
 NC1684'RP-8 0.93 MILE EAST OF LAKESHORE RD.
 NC1684
 NC1684                          STATION RECOVERY (1989)
 NC1684
 NC1684'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCD)
 NC1684'RECOVERED IN GOOD CONDITION.
 NC1684
 NC1684                          STATION RECOVERY (1994)
 NC1684
 NC1684'RECOVERY NOTE BY FISHER ASSOCIATES 1994 (KR)
 NC1684'LOCATED AS DESCRIBED.
 NC1684
 NC1684                          STATION RECOVERY (1995)
 NC1684
 NC1684'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1684'MARK NOT FOUND.
 NC1684
 NC1684                          STATION RECOVERY (1999)
 NC1684
 NC1684'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (RSB)
 NC1684'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1686 ***********************************************************************
 NC1686  DESIGNATION -  BRA MIL 3
 NC1686  PID         -  NC1686
 NC1686  STATE/COUNTY-  NY/ERIE
 NC1686  USGS QUAD   -  FARNHAM (1960)
 NC1686
 NC1686                         *CURRENT SURVEY CONTROL
 NC1686  ___________________________________________________________________
 NC1686* NAD 83(1996)-  42 36 20.52412(N)    079 06 08.36652(W)     ADJUSTED  
 NC1686* NAVD 88     -       192.     (meters)     630.     (feet)  VERTCON   
 NC1686  ___________________________________________________________________
 NC1686  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 NC1686  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NC1686
 NC1686  HORZ ORDER  -  SECOND
 NC1686
 NC1686.The horizontal coordinates were established by classical geodetic methods
 NC1686.and adjusted by the National Geodetic Survey in January 1999..
 NC1686
 NC1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1686
 NC1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1686
 NC1686.The geoid height was determined by GEOID03.
 NC1686
 NC1686;                    North         East     Units Scale Factor Converg.
 NC1686;SPC NY W     -   289,501.110   307,414.016   MT  0.99995980   -0 21 04.8
 NC1686;SPC NY W     -   949,804.89  1,008,574.15   sFT  0.99995980   -0 21 04.8
 NC1686;UTM  17      - 4,718,775.503   655,664.230   MT  0.99989813   +1 17 05.6
 NC1686
 NC1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1686!SPC NY W     -   0.99997537  x   0.99995980  =   0.99993517
 NC1686!UTM  17      -   0.99997537  x   0.99989813  =   0.99987350
 NC1686
 NC1686:                Primary Azimuth Mark                     Grid Az
 NC1686:SPC NY W     -  BRA MIL 3 AZ MK A                        025 43 36.4
 NC1686:UTM  17      -  BRA MIL 3 AZ MK A                        024 05 26.0
 NC1686
 NC1686|---------------------------------------------------------------------|
 NC1686| PID    Reference Object                     Distance      Geod. Az  |
 NC1686|                                                           dddmmss.s |
 NC1686| DE4938 BRA MIL 3 AZ MK A                                  0252231.6 |
 NC1686| NC1688 FARNHAM ATT MICROWAVE TOWER         APPROX. 1.0 KM 1262541.7 |
 NC1686|---------------------------------------------------------------------|
 NC1686
 NC1686                          SUPERSEDED SURVEY CONTROL
 NC1686
 NC1686  NAD 83(1986)-  42 36 20.52981(N)    079 06 08.36223(W) AD(       ) 2
 NC1686  NAD 27      -  42 36 20.31695(N)    079 06 09.21856(W) AD(       ) 2
 NC1686  NGVD 29 (07/19/86)  192.     (m)          630.     (f) VERT ANG       
 NC1686
 NC1686.Superseded values are not recommended for survey control.
 NC1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1686.See file dsdata.txt to determine how the superseded data were derived.
 NC1686
 NC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5566418776(NAD 83)
 NC1686_MARKER: DD = SURVEY DISK
 NC1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1686
 NC1686  HISTORY     - Date     Condition        Report By
 NC1686  HISTORY     - 1973     MONUMENTED       NY-029
 NC1686  HISTORY     - 1989     GOOD             USPSQD
 NC1686  HISTORY     - 19950830 GOOD             USPSQD
 NC1686
 NC1686                          STATION DESCRIPTION
 NC1686
 NC1686'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1686'STATION IS LOCATED IN THE TOWN OF BRANT ABOUT 1.05 MILES
 NC1686'NORTHWEST OF THE VILLAGE OF FARNHAM AND ABOUT 0.5 MILE SOUTHEAST
 NC1686'OF THE HEADQUARTERS BUILDING OF EVANGOLA STATE PARK.
 NC1686'
 NC1686'TO REACH FROM THE JUNCTION OF NY RTE 249 AND NY RTE 5 IN THE
 NC1686'VILLAGE OF FARNHAM GO NORTHEAST OF NY RTE 5 FOR 0.54 MILE TO
 NC1686'JUNCTION WITH SHAW ROAD.  TURN LEFT AND GO WEST AND NORTHWEST
 NC1686'OF SHAW ROAD FOR 1.1 MILE TO INTERSECTION WITH LAKE SHORE ROAD
 NC1686'AND STATION IN SOUTHEAST ANGLE OF THE INTERSECTION.
 NC1686'
 NC1686'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1686'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1686'IS STAMPED BRA-MIL 3 1973.  AN UNDERGROUND DISK WAS SET AND STAMPED
 NC1686'THE SAME.
 NC1686'
 NC1686'AZIMUTH MARK SIGHTED TO THE SE WAS THE FARNHAM AT AND T MICROWAVE
 NC1686'TOWER KED 49.  IT IS A 4 LEGGED STRUCTURE ABOUT 189 FEET HIGH AND
 NC1686'IS PAINTED RED AND WHITE.  STATION SIGHTED IS THE LIGHT ATOP THE
 NC1686'TOWER AND IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE VILLAGE OF
 NC1686'FARNHAM AND ON THE SOUTH SIDE OF SHAW ROAD ABOUT 0.4 MILE WEST OF
 NC1686'NY RTE 5.
 NC1686'
 NC1686'DISTANCE AND DIRECTION FROM STATION
 NC1686'
 NC1686'RP-1 NEAR DGE OF POWER POLE NO. NYT 229/NM 75 21.3 FEET NW
 NC1686'
 NC1686'RP-2 CENTER OF 9 IN DIAMETER WATER VALVE 21.1 FEET SE
 NC1686'
 NC1686'RP-3 CENTERLINE OF SHAW ROAD 20.0 FEET NE
 NC1686'
 NC1686'RP-4 NEAR EDGE OF STOP SIGN IN NORTHEAST ANGLE OF THE
 NC1686'INTERSECTION 35.1 FEET NE
 NC1686'
 NC1686'RP-5 CENTERLINE OF LAKE SHORE ROAD 46.7 FEET NW
 NC1686'
 NC1686'RP-6 NEAR EDGE OF 14 IN MAPLE TREE ON NORTHWEST SIDE OF LAKE
 NC1686'SHORE ROAD 74.1 FEET NW
 NC1686'
 NC1686'RP-7 NEAR EDGE OF STREET MARKER SIGN IN SOUTHEASTERLY ANGLE
 NC1686'INTERSECTION 24.0 FEET NW
 NC1686'
 NC1686'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN TOP
 NC1686'OF A CONCRETE HEADWALL.  THE DISK IS STAMPED BRA-MIL 3 AZ. A 1973.
 NC1686'
 NC1686'TO REACH FROM BRA-MIL-3, GO NORTHEAST OF LAKE SHORE ROAD FOR
 NC1686'0.13 MILE TO STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF THE
 NC1686'INTERSECTION WITH THE WESTBOUND ENTRANCE ROAD TO EVANGOLA
 NC1686'STATE PARK.
 NC1686'
 NC1686'DISTANCE AND DIRECTION FROM STATION
 NC1686'
 NC1686'RP-1 CENTER OF EAST END OF CONCRETE HEADWALL IN NORTHEAST ANGLE
 NC1686'OF INTERSECTION 0.8 FEET E
 NC1686'
 NC1686'RP-2 SOUTHEAST CORNER OF 4 FOOT HIGH WOODEN GUARD POST IN
 NC1686'NORTHEAST ANGLE OF INTERSECTION 6.3 FEET SW
 NC1686'
 NC1686'RP-3 NEAR EDGE OF 6 FOOT HIGH GAS LINE BREATHER PIPE 21.3 FEET NE
 NC1686'
 NC1686'RP-4 CENTERLINE OF LAKE SHORE ROAD 20.5 FEET W
 NC1686'
 NC1686'RP-5 CENTERLINE OF WEST BOUND ENTRANCE ROAD TO EVANGOLA STATE
 NC1686'PARK 34.0 FEET S
 NC1686'
 NC1686'RP-6 NEAR EDGE OF 26 IN LOCUST TREE IN NORTHWEST ANGLE OF
 NC1686'INTERSECTION 83.7 FEET NW
 NC1686'
 NC1686'RP-7 CROSS CUT IN TOP OF CONCRETE HEADWALL NEAR WEST END
 NC1686'(BETWEEN ROADS) 60.0 FEET SW
 NC1686
 NC1686                          STATION RECOVERY (1989)
 NC1686
 NC1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCD)
 NC1686'RECOVERED IN GOOD CONDITION.
 NC1686
 NC1686                          STATION RECOVERY (1995)
 NC1686
 NC1686'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2053 ***********************************************************************
 MZ2053  DESIGNATION -  BRACE
 MZ2053  PID         -  MZ2053
 MZ2053  STATE/COUNTY-  NY/DUTCHESS
 MZ2053  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2053
 MZ2053                         *CURRENT SURVEY CONTROL
 MZ2053  ___________________________________________________________________
 MZ2053* NAD 83(1996)-  42 02 40.01428(N)    073 29 33.47803(W)     ADJUSTED  
 MZ2053* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 MZ2053  ___________________________________________________________________
 MZ2053  LAPLACE CORR-          13.55  (seconds)                    DEFLEC99
 MZ2053  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 MZ2053
 MZ2053  HORZ ORDER  -  SECOND
 MZ2053
 MZ2053.The horizontal coordinates were established by classical geodetic methods
 MZ2053.and adjusted by the National Geodetic Survey in January 1999..
 MZ2053
 MZ2053.The orthometric height was scaled from a topographic map.
 MZ2053
 MZ2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2053
 MZ2053.The geoid height was determined by GEOID03.
 MZ2053
 MZ2053;                    North         East     Units Scale Factor Converg.
 MZ2053;SPC NY E     -   357,027.606   233,395.144   MT  0.99998555   +0 40 28.8
 MZ2053;SPC NY E     - 1,171,348.07    765,730.57   sFT  0.99998555   +0 40 28.8
 MZ2053;SPC CT       -   287,174.276   243,315.107   MT  1.00002284   -0 29 32.7
 MZ2053;SPC CT       -   942,170.94    798,276.31   sFT  1.00002284   -0 29 32.7
 MZ2053;SPC MA M     -   867,933.069    35,044.039   MT  0.99996825   -1 20 18.6
 MZ2053;SPC MA M     - 2,847,543.74    114,973.65   sFT  0.99996825   -1 20 18.6
 MZ2053;UTM  18      - 4,655,810.430   624,751.164   MT  0.99979150   +1 00 34.6
 MZ2053
 MZ2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2053!SPC NY E     -   0.99989440  x   0.99998555  =   0.99987995
 MZ2053!SPC CT       -   0.99989440  x   1.00002284  =   0.99991724
 MZ2053!SPC MA M     -   0.99989440  x   0.99996825  =   0.99986265
 MZ2053!UTM  18      -   0.99989440  x   0.99979150  =   0.99968592
 MZ2053
 MZ2053:                Primary Azimuth Mark                     Grid Az
 MZ2053:SPC NY E     -  BEAR MOUNTAIN                            089 41 38.5
 MZ2053:SPC CT       -  BEAR MOUNTAIN                            090 51 40.0
 MZ2053:SPC MA M     -  BEAR MOUNTAIN                            091 42 25.9
 MZ2053:UTM  18      -  BEAR MOUNTAIN                            089 21 32.7
 MZ2053
 MZ2053|---------------------------------------------------------------------|
 MZ2053| PID    Reference Object                     Distance      Geod. Az  |
 MZ2053|                                                           dddmmss.s |
 MZ2053| MZ2045 BEAR MOUNTAIN                       APPROX. 3.2 KM 0902207.3 |
 MZ2053| DA3092 BRACE RM 1                            8.330 METERS 13711     |
 MZ2053| MZ2052 BRACE MT MONUMENT                     7.008 METERS 15722     |
 MZ2053| DA3093 BRACE RM 2                            5.639 METERS 20913     |
 MZ2053| DA3094 BRACE RM 3                            5.161 METERS 25146     |
 MZ2053|---------------------------------------------------------------------|
 MZ2053
 MZ2053                          SUPERSEDED SURVEY CONTROL
 MZ2053
 MZ2053  NAD 83(1996)-  42 02 40.01428(N)    073 29 33.47803(W) AD(       ) 2
 MZ2053  NAD 83(1996)-  42 02 40.01436(N)    073 29 33.47808(W) AD(       ) 2
 MZ2053  NAD 83(1992)-  42 02 40.01525(N)    073 29 33.47905(W) AD(       ) 2
 MZ2053  NAD 83(1992)-  42 02 40.01596(N)    073 29 33.47907(W) AD(       ) 2
 MZ2053  NAD 83(1986)-  42 02 40.01252(N)    073 29 33.47578(W) AD(       ) 2
 MZ2053  NAD 83(1986)-  42 02 40.01222(N)    073 29 33.47626(W) AD(       ) 3
 MZ2053  NAD 27      -  42 02 39.67578(N)    073 29 35.04104(W) AD(       ) 3
 MZ2053
 MZ2053.Superseded values are not recommended for survey control.
 MZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2053.See file dsdata.txt to determine how the superseded data were derived.
 MZ2053
 MZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2475155810(NAD 83)
 MZ2053_MARKER: H = DRILL HOLE
 MZ2053_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2053_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2053+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 MZ2053
 MZ2053  HISTORY     - Date     Condition        Report By
 MZ2053  HISTORY     - 1973     MONUMENTED       CTGS
 MZ2053  HISTORY     - 1984     GOOD             CTGS
 MZ2053  HISTORY     - 20040824 GOOD             GEOCAC
 MZ2053
 MZ2053                          STATION DESCRIPTION
 MZ2053
 MZ2053'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1973
 MZ2053'STATION MARK IS A 1 INCH DRILL HOLE AND CHISELED TRIANGLE IN A
 MZ2053'LEDGE OUTCROP ON TOP OF BRACE MOUNTAIN (ALSO CALLED MONUMENT
 MZ2053'MOUNTAIN) IN THE TOWNSHIP OF NORTHEAST, (MILLERTON) NEW YORK.  IT
 MZ2053'IS ABOUT 1350 FEET WEST OF THE N. Y.--CONN. STATE LINE AND ABOUT
 MZ2053'1900 FEET SOUTH OF THE N. Y.--MASS. STATE LINE.  IT IS 23 FEET
 MZ2053'NORTH 10 DEG WEST (MAGNETIC) FROM CENTER OF A 7 FOOT HIGH CAIRN
 MZ2053'AND 74 FEET EAST OF A NORTH-SOUTH STONEWALL ALONG THE WEST SIDE
 MZ2053'OF TRAIL.  TO REACH FROM THE INTERSECTION OF ROUTE 44 AND
 MZ2053'ROUTE 41 WHICH IS IN THE CENTER OF SALISBURY, GO SOUTHWEST
 MZ2053'ON ROUTE 44 ABOUT 800 FEET AND TURN RIGHT ON WASHINEE
 MZ2053'STREET.  PROCEED NORTHWESTERLY FOR 0.70 MILE AND BEAR LEFT
 MZ2053'ONTO MT. RIGA ROAD.  CONTINUE NORTHWESTERLY FOR 2.90 MILES TO
 MZ2053'AN INTERSECTION NEAR THE SOUTHEAST END OF SOUTH POND.
 MZ2053'(THERE IS AN ABANDONED FORGE ABOUT 0.2 MILE SOUTHEAST OF THIS
 MZ2053'INTERSECTION).  TURN RIGHT AND FOLLOW MOUNT
 MZ2053'WASHINGTON ROAD NORTH FOR 2.05 MILES TO A DIM ROAD ON LEFT.
 MZ2053'THERE IS A WOODEN GATE ACROSS ROAD.  (THE KEY MAY BE
 MZ2053'OBTAINED FROM THE FOREST RANGER LOCATED ON MT. RIGA ROAD
 MZ2053'ABOUT 1500 FEET NORTHWEST OF ITS INTERSECTION WITH
 MZ2053'WASHINEE STREET.) PROCEED NORTHWEST FOR 0.5 MILE TO SMALL
 MZ2053'WATER-COURSE.  CONTINUE NORTHWEST FOR 0.7 MILE TO ANOTHER
 MZ2053'WATERCOURSE.  PROCEED WESTERLY UP STEEP GRADE FOR ABOUT 0.3
 MZ2053'MILE TO TOP OF GRADE.  TURN LEFT ON SOUTH TRAIL AND GO SOUTH
 MZ2053'0.2 MILE TO TOP OF HILL AND STATION.
 MZ2053'
 MZ2053'R.M. 1--SOUTHEAST OF STATION--1/4 INCH DRILL HOLE IN 2 IN
 MZ2053'CHISELED SQUARE IN LEDGE OUTCROP ABOUT 6 FEET EAST OF 7 FOOT CAIRN.
 MZ2053'
 MZ2053'R.M. 2--SOUTHWEST OF STATION--1/4 INCH DRILLHOLE IN 2 IN
 MZ2053'CHISELED SQUARE IN LEDGE OUTCROP ABOUT 14.5 FEET NORTHWEST OF
 MZ2053'7 FOOT CAIRN.
 MZ2053'
 MZ2053'R.M. 3--WEST OF STATION--1/4 INCH DRILLHOLE IN 2 IN CHISELED
 MZ2053'SQUARE IN LEDGE OUTCROP ABOUT 25 FEET NORTHWEST OF 7 FOOT CAIRN.
 MZ2053'
 MZ2053'DRILL HOLE AND CHISELED TRIANGLE MARKING STATION WERE ESTABLISHED
 MZ2053'BY AN UNKNOWN ORGANIZATION.
 MZ2053
 MZ2053                          STATION RECOVERY (1984)
 MZ2053
 MZ2053'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1984 (VDN)
 MZ2053'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 MZ2053'SOUTH OF THE MASSACHUSETTS STATE LINE, 0.5 KM (0.3 MI) WEST OF THE
 MZ2053'CONNECTICUT STATE LINE AND ON BRACE MOUNTAIN.
 MZ2053'OWNERSHIP--MR DONALD T WARNER PRESIDENT, MOUNT RIGA INC, P O BOX
 MZ2053'212, SHARON CT 06069, PHONE 203-364-0770.
 MZ2053'
 MZ2053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE
 MZ2053'ROUTE 41 IN SALISBURY, GO SOUTHWEST ON BOTH HIGHWAYS FOR 0.2 KM
 MZ2053'(0.15 MI) TO WASHINE STREET ON RIGHT. TURN RIGHT, NORTHWEST ON
 MZ2053'WASHINE STREET FOR 1.1 KM (0.7 MI) TO A FORK. BEAR LEFT,
 MZ2053'NORTHWESTERLY ON MT RIGA ROAD FOR ABOUT 50 METERS (150 FT) TO
 MZ2053'ANOTHER FORK. KEEP RIGHT FORK, MAIN ROAD AND CONTINUE NORTHWESTERLY
 MZ2053'FOR 0.8 KM (0.5 MI) TO END OF PAVEMENT AT METAL GATE (OPEN AT THIS
 MZ2053'TIME). PASS THROUGH GATE, NORTHWESTERLY ON GRAVEL ROAD FOR 3.7 KM
 MZ2053'(2.3 MI) TO A T-ROAD AT A DAM AT THE SOUTHEAST END OF CROSS POND.
 MZ2053'TURN RIGHT, NORTHERLY ON MOUNT WASHINGTON ROAD FOR 3.2 KM (2.0 MI)
 MZ2053'TO A DIM FORK AND SMALL CLEARING ON LEFT. BEAR LEFT ON DIM ROAD FOR
 MZ2053'ABOUT 22.9 METERS (75 FT) TO A LOCKED WOODEN GATE WITH SIGN
 MZ2053'(PRIVATE ROAD NO MOTORS). PASS THROUGH GATE FOR 0.6 KM (0.4 MI) TO
 MZ2053'A SMALL WOODEN BRIDGE. CROSS OVER BRIDGE AND CONTINUE FOR 1.1 KM
 MZ2053'(0.7 MI) TO A CREEK. FORD THE CREEK TO THE LEFT OF ROAD AND WASHED
 MZ2053'OUT BRIDGE. PICK UP ROAD ON OTHER SIDE AND PROCEED UPHILL FOR 0.6
 MZ2053'KM (0.35 MI) TO TOP OF RIDGE. TURN A HARD LEFT AND FOLLOW ROAD AND
 MZ2053'RIDGE SOUTHERLY TO THE TOP AND STATION JUST NORTH OF A CAIRN.
 MZ2053'
 MZ2053'THE STATION IS A 2.5 CM DRILL HOLE IN A ROCK OUTCROP SURROUNDED BY
 MZ2053'A CHISELED TRIANGLE
 MZ2053'THAT IS ---UNSTAMPED---,
 MZ2053'LOCATED
 MZ2053'21.3 METERS (70.0 FT) EAST FROM THE APPROXIMATE CENTER OF ROAD AND
 MZ2053'5.9 METERS (19.3 FT) NORTH FROM THE NORTH SIDE OF A 1.6 METER HIGH
 MZ2053'CAIRN.
 MZ2053'
 MZ2053'REFERENCE MARK NO. 1 IS A NAIL DRIVEN IN A DRILL HOLE IN ROCK OUTCROP
 MZ2053'SURROUNDED BY A CHISELED SQUARE
 MZ2053'THAT IS ---UNSTAMPED---,
 MZ2053'LOCATED
 MZ2053'4.3 METERS (14.0 FT) SOUTHWEST FROM THE EDGE OF A SMALL LEDGE AND
 MZ2053'1.6 METERS (5.2 FT) EAST FROM THE EAST SIDE OF THE CAIRN.
 MZ2053'MARK IS 0.1 METER BELOW THE STATION.
 MZ2053'
 MZ2053'REFERENCE MARK NO. 2 IS A 7 MM DRILL HOLE SURROUNDED BY A CHISELED
 MZ2053'SQUARE IN A ROCK OUTCROP
 MZ2053'THAT IS ---UNSTAMPED---,
 MZ2053'LOCATED
 MZ2053'18.6 METERS (61.0 FT) EAST FROM THE APPROXIMATE CENTER OF ROAD AND
 MZ2053'4.4 METERS (14.4 FT) NORTHWEST FROM THE NORTHWEST SIDE OF THE CAIRN.
 MZ2053'MARK IS 0.2 METER BELOW THE STATION.
 MZ2053'
 MZ2053'REFERENCE MARK NO. 3 IS A 7 MM DRILL HOLE SURROUNDED BY A CHISELED
 MZ2053'SQUARE IN A ROCK OUTCROP
 MZ2053'THAT IS ---UNSTAMPED---,
 MZ2053'LOCATED
 MZ2053'16.3 METERS (53.5 FT) EAST FROM THE APPROXIMATE CENTER OF ROAD AND
 MZ2053'7.8 METERS (25.5 FT) NORTHEAST FROM THE NORTHEAST OF THE CAIRN.
 MZ2053'MARK IS 0.2 METER BELOW THE STATION.
 MZ2053'
 MZ2053'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 MZ2053'
 MZ2053'DESCRIBED BY C. E. GEOGHEGAN.
 MZ2053
 MZ2053                          STATION RECOVERY (2004)
 MZ2053
 MZ2053'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MZ2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1854 ***********************************************************************
 PH1854  DESIGNATION -  BRAD IBC
 PH1854  PID         -  PH1854
 PH1854  STATE/COUNTY-  NY/ST LAWRENCE
 PH1854  USGS QUAD   -  LOUISVILLE (1964)
 PH1854
 PH1854                         *CURRENT SURVEY CONTROL
 PH1854  ___________________________________________________________________
 PH1854* NAD 83(1996)-  44 55 26.77438(N)    075 04 55.16631(W)     ADJUSTED  
 PH1854* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PH1854  ___________________________________________________________________
 PH1854  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 PH1854  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 PH1854
 PH1854  HORZ ORDER  -  THIRD
 PH1854
 PH1854.The horizontal coordinates were established by classical geodetic methods
 PH1854.and adjusted by the National Geodetic Survey in January 1999..
 PH1854
 PH1854.The orthometric height was scaled from a topographic map.
 PH1854
 PH1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1854
 PH1854.The geoid height was determined by GEOID03.
 PH1854
 PH1854;                    North         East     Units Scale Factor Converg.
 PH1854;SPC NY E     -   676,605.438   104,055.931   MT  0.99992595   -0 24 39.6
 PH1854;SPC NY E     - 2,219,829.67    341,390.17   sFT  0.99992595   -0 24 39.6
 PH1854;UTM  18      - 4,974,522.642   493,529.358   MT  0.99960051   -0 03 28.4
 PH1854
 PH1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1854!SPC NY E     -   0.99999253  x   0.99992595  =   0.99991848
 PH1854!UTM  18      -   0.99999253  x   0.99960051  =   0.99959304
 PH1854
 PH1854|---------------------------------------------------------------------|
 PH1854| PID    Reference Object                     Distance      Geod. Az  |
 PH1854|                                                           dddmmss.s |
 PH1854| PH1853 REF MON 29 59                        23.591 METERS 16412     |
 PH1854| PH1836 BRADFORD=76                         343.059 METERS 16833     |
 PH1854|---------------------------------------------------------------------|
 PH1854
 PH1854                          SUPERSEDED SURVEY CONTROL
 PH1854
 PH1854  NAD 83(1986)-  44 55 26.78073(N)    075 04 55.16500(W) AD(       ) 3
 PH1854  NAD 27      -  44 55 26.60200(N)    075 04 56.46400(W) AD(       ) 3
 PH1854
 PH1854.Superseded values are not recommended for survey control.
 PH1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1854.See file dsdata.txt to determine how the superseded data were derived.
 PH1854
 PH1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9352974523(NAD 83)
 PH1854_MARKER: DD = SURVEY DISK
 PH1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1854+STABILITY: SURFACE MOTION
 PH1854
 PH1854  HISTORY     - Date     Condition        Report By
 PH1854  HISTORY     - 1958     MONUMENTED       IBC
 PH1854  HISTORY     - 1963     GOOD             IBC
 PH1854
 PH1854                          STATION DESCRIPTION
 PH1854
 PH1854'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 PH1854'ON BRADFORD POINT, ABOUT ONE MILE UP STREAM FROM WILSON HILL.  THE
 PH1854'STATION IS ON THE HIGHEST PART OF THE RIDGE, AND ABOUT 160 FEET NORTH
 PH1854'OF THE TREES IN THE FENCE LINE ALONG NORTHERN SIDE OF THE OLD RIVER
 PH1854'ROAD.
 PH1854'
 PH1854'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1854'BRONZE - DISK STATION MARK SET NEARLY FLUSH WITH THE GROUND IN A
 PH1854'5 - INCH CYLINDER OF CONCRETE 24 INCHES IN LENGTH.  THE SUBSURFACE
 PH1854'MARK IS A SIMILAR MARKER ABOUT 2 FEET BELOW GROUND LEVEL.
 PH1854'
 PH1854'REFERENCE MARK 1 IS NAIL IN A BLAZE IN A LARGE TREE, FORKED 4 FEET
 PH1854'ABOVE GROUND, ON THE NORTHERN SIDE OF THE OLD ROAD NEAR THE WESTERN
 PH1854'SIDE OF THE POINT, DISTANT 172.90 FEET.  REFERENCE MARK 2 IS A
 PH1854'1/4 - INCH ROAD IN A ROCK 5 FEET ACROSS AND 2-1/2 FEET HIGH, NEAR THE
 PH1854'OLD ROAD AT THE EASTERN SIDE OF THE POINT, DISTANT 162.50 FEET.
 PH1854'REFERENCE MONUMENT 29 - 59 LIES S 07 DEG 18 MIN E,
 PH1854'DISTANT 77.35 FEET.
 PH1854
 PH1854                          STATION RECOVERY (1963)
 PH1854
 PH1854'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1854'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3690 ***********************************************************************
 KU3690  DESIGNATION -  BRADFORD 1921
 KU3690  PID         -  KU3690
 KU3690  STATE/COUNTY-  NY/WESTCHESTER
 KU3690  USGS QUAD   -  MOUNT VERNON (1979)
 KU3690
 KU3690                         *CURRENT SURVEY CONTROL
 KU3690  ___________________________________________________________________
 KU3690* NAD 83(1996)-  40 57 20.72124(N)    073 50 14.99032(W)     ADJUSTED  
 KU3690* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 KU3690  ___________________________________________________________________
 KU3690  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KU3690  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU3690
 KU3690  HORZ ORDER  -  SECOND
 KU3690
 KU3690.The horizontal coordinates were established by classical geodetic methods
 KU3690.and adjusted by the National Geodetic Survey in January 1999..
 KU3690
 KU3690.The orthometric height was scaled from a topographic map.
 KU3690
 KU3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3690
 KU3690.The geoid height was determined by GEOID03.
 KU3690
 KU3690;                    North         East     Units Scale Factor Converg.
 KU3690;SPC NY E     -   235,845.951   205,771.643   MT  0.99993827   +0 26 03.4
 KU3690;SPC NY E     -   773,771.26    675,102.47   sFT  0.99993827   +0 26 03.4
 KU3690;SPC NY L     -    87,638.798   313,681.278   MT  0.99999660   +0 06 22.6
 KU3690;SPC NY L     -   287,528.29  1,029,135.99   sFT  0.99999660   +0 06 22.6
 KU3690;SPC NJ       -   235,845.951   205,771.643   MT  0.99993827   +0 26 03.4
 KU3690;SPC NJ       -   773,771.26    675,102.47   sFT  0.99993827   +0 26 03.4
 KU3690;UTM  18      - 4,534,496.179   597,834.563   MT  0.99971781   +0 45 43.4
 KU3690
 KU3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3690!SPC NY E     -   0.99999207  x   0.99993827  =   0.99993034
 KU3690!SPC NY L     -   0.99999207  x   0.99999660  =   0.99998867
 KU3690!SPC NJ       -   0.99999207  x   0.99993827  =   0.99993034
 KU3690!UTM  18      -   0.99999207  x   0.99971781  =   0.99970988
 KU3690
 KU3690:                Primary Azimuth Mark                     Grid Az
 KU3690:SPC NY E     -  TUCKAHOE CHURCH SPIRE                    124 13 37.1
 KU3690:SPC NY L     -  TUCKAHOE CHURCH SPIRE                    124 33 17.9
 KU3690:SPC NJ       -  TUCKAHOE CHURCH SPIRE                    124 13 37.1
 KU3690:UTM  18      -  TUCKAHOE CHURCH SPIRE                    123 53 57.1
 KU3690
 KU3690|---------------------------------------------------------------------|
 KU3690| PID    Reference Object                     Distance      Geod. Az  |
 KU3690|                                                           dddmmss.s |
 KU3690| KU3706 TUCKAHOE CHURCH SPIRE               APPROX. 1.6 KM 1243940.5 |
 KU3690|---------------------------------------------------------------------|
 KU3690
 KU3690                          SUPERSEDED SURVEY CONTROL
 KU3690
 KU3690  NAD 83(1996)-  40 57 20.72188(N)    073 50 14.99099(W) AD(       ) 2
 KU3690  NAD 83(1992)-  40 57 20.72030(N)    073 50 14.99179(W) AD(       ) 2
 KU3690  NAD 83(1986)-  40 57 20.72303(N)    073 50 14.98977(W) AD(       ) 2
 KU3690  NAD 27      -  40 57 20.36700(N)    073 50 16.50700(W) AD(       ) 2
 KU3690
 KU3690.Superseded values are not recommended for survey control.
 KU3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3690.See file dsdata.txt to determine how the superseded data were derived.
 KU3690
 KU3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9783534496(NAD 83)
 KU3690
 KU3690  HISTORY     - Date     Condition        Report By
 KU3690  HISTORY     - 1921     MONUMENTED       NY6820
 KU3690
 KU3690                          STATION DESCRIPTION
 KU3690
 KU3690'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3690'THE DISTANCE TO THE NAIL IN ELECTRIC POLE IS S 9.71 FEET. NEAR
 KU3690'SOUTHERLY END OF BRADFORD BOULEVARD, COLONIAL HEIGHTS ON THE E
 KU3690'SIDE OF THE BOULEVARD BETWEEN THE SIDEWALK AND CURB.  A 2
 KU3690'1/2-STORY STUCCO HOUSE STANDS 90.62 FEET N AND ACROSS THE STREET
 KU3690'FROM THE STATION.
 KU3690'
 KU3690'ANOTHER CROSS WAS CUT IN CURB NEAR A HYDRANT, 54.82 FEET N OF THE
 KU3690'ONE NOTED BELOW.
 KU3690'
 KU3690'THE CENTER LINE (EXTENDED) OF A STONE WALL CUTS THE SIDEWALK 16.50
 KU3690'FEET S OF THE STATION.
 KU3690'
 KU3690'KIMBALL AVENUE NORTH IS IN BEARING S 16 DEG 37 MIN 48 SEC W
 KU3690'FROM STATION.
 KU3690'
 KU3690'CONCORDIA IS IN BEARING S 43 DEG 40 MIN 36 SEC E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2666 ***********************************************************************
 LY2666  DESIGNATION -  BRADLEY
 LY2666  PID         -  LY2666
 LY2666  STATE/COUNTY-  NY/SULLIVAN
 LY2666  USGS QUAD   -  DAMASCUS (1993)
 LY2666
 LY2666                         *CURRENT SURVEY CONTROL
 LY2666  ___________________________________________________________________
 LY2666* NAD 83(1996)-  41 39 09.78991(N)    075 01 17.05017(W)     ADJUSTED  
 LY2666* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 LY2666  ___________________________________________________________________
 LY2666  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LY2666  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LY2666
 LY2666  HORZ ORDER  -  THIRD
 LY2666
 LY2666.The horizontal coordinates were established by classical geodetic methods
 LY2666.and adjusted by the National Geodetic Survey in January 1999..
 LY2666
 LY2666.The orthometric height was scaled from a topographic map.
 LY2666
 LY2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2666
 LY2666.The geoid height was determined by GEOID03.
 LY2666
 LY2666;                    North         East     Units Scale Factor Converg.
 LY2666;SPC NY E     -   313,162.812   106,571.567   MT  0.99992320   -0 20 47.5
 LY2666;SPC NY E     - 1,027,434.99    349,643.55   sFT  0.99992320   -0 20 47.5
 LY2666;UTM  18      - 4,611,219.451   498,217.864   MT  0.99960004   -0 00 51.2
 LY2666
 LY2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2666!SPC NY E     -   0.99994245  x   0.99992320  =   0.99986566
 LY2666!UTM  18      -   0.99994245  x   0.99960004  =   0.99954252
 LY2666
 LY2666|---------------------------------------------------------------------|
 LY2666| PID    Reference Object                     Distance      Geod. Az  |
 LY2666|                                                           dddmmss.s |
 LY2666| CF2673 BRADLEY RM 1                         18.782 METERS 02352     |
 LY2666| CF2674 BRADLEY RM 2                         19.670 METERS 09449     |
 LY2666| CF2672 BRADLEY AZ MK                                      1133757.9 |
 LY2666|---------------------------------------------------------------------|
 LY2666
 LY2666                          SUPERSEDED SURVEY CONTROL
 LY2666
 LY2666  NAD 83(1986)-  41 39 09.79249(N)    075 01 17.05128(W) AD(       ) 3
 LY2666  NAD 27      -  41 39 09.47300(N)    075 01 18.44900(W) AD(       ) 3
 LY2666
 LY2666.Superseded values are not recommended for survey control.
 LY2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2666.See file dsdata.txt to determine how the superseded data were derived.
 LY2666
 LY2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM9821811219(NAD 83)
 LY2666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2666
 LY2666  HISTORY     - Date     Condition        Report By
 LY2666  HISTORY     - 1942     MONUMENTED       CGS
 LY2666  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LY2666
 LY2666                          STATION DESCRIPTION
 LY2666
 LY2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2666'STATION IS ABOUT 0.5 MILE E OF THE DELAWARE RIVER AND ABOUT 4.5
 LY2666'MILES SSE OF COCHECTON ON THE HIGHEST POINT OF A BRUSH-COVERED
 LY2666'KNOLL.  IT IS AT THE HIGHEST PART OF THE KNOLL.  IT PROJECTS
 LY2666'ABOUT 6 INCHES AND IS STAMPED BRADLEY 1942.
 LY2666'
 LY2666'SURFACE, UNDERGROUND, REFERENCE MARK NO.1 AND THE AZIMUTH MARKS
 LY2666'ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 LY2666'11A.
 LY2666'
 LY2666'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 LY2666'OUTCROPPING BEDROCK.
 LY2666'
 LY2666'REFERENCE MARK NO.1 IS NNE OF THE STATION.  IT PROJECTS ABOUT
 LY2666'6 INCHES AND IS STAMPED BRADLEY NO.1 1942.
 LY2666'
 LY2666'REFERENCE MARK NO.2 IS E OF THE STATION AT THE SHOULDER OF THE
 LY2666'HILL.  THE DISK IS STAMPED BRADLEY NO.2 1942.
 LY2666'
 LY2666'THE AZIMUTH MARK IS ABOUT 0.4 MILE ESE OF THE STATION, 0.35
 LY2666'MILE BY ROAD BEFORE REACHING POINT WHERE ROUTE TO STATION
 LY2666'LEAVES MAIN DIRT ROAD AND TURNS INTO THE BRADLEY FARMYARD.  IT
 LY2666'IS A FARMYARD (BARN ON S SIDE OF ROAD AND HOUSE ON N SIDE OF
 LY2666'ROAD), 13 FEET N OF CENTER OF ROAD, 18 FEET SE OF A WELL AND 10
 LY2666'FEET S OF AN APPLE TREE.  IT PROJECTS ABOUT 6 INCHES AND IS
 LY2666'STAMPED BRADLEY 1942.
 LY2666'
 LY2666'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN
 LY2666'COCHECTON CENTER, GO NORTHWESTERLY ON STATE HIGHWAY 52 FOR ABOUT
 LY2666'200 YARDS TO A DIRT ROAD LEFT AT A WHITE CHURCH.  GO LEFT,
 LY2666'WESTERLY, ON DIRT ROAD FOR 0.4 MILE TO A Y.  TAKE LEFT FORK AND
 LY2666'GO 1.65 MILES, KEEP MAIN ROAD, STRAIGHT AHEAD AT ALL SIDE ROADS,
 LY2666'TO A POINT WHERE THE ROAD PASSES THROUGH A FARMYARD (HOUSE ON
 LY2666'RIGHT, BARN ON LEFT SIDE OF ROAD) AND THE AZIMUTH MARK ON THE
 LY2666'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO THE BRADLEY
 LY2666'FARM ON THE RIGHT.  TURN RIGHT INTO FARMYARD, PASS TO RIGHT OF
 LY2666'FARMHOUSE AND FOLLOW ROAD UPHILL FOR 0.25 MILE TO A
 LY2666'TRIANGULAR-BLAZED TREE ON THE LEFT AND THE STATION ON TOP
 LY2666'OF THE KNOLL ABOUT 50 YARDS WESTERLY.  TRUCK CANNOT BE
 LY2666'DRIVEN TO STATION SITE.
 LY2666'
 LY2666'A 50-FOOT TOWER WILL SEE A 120-FOOT LIGHT AT STATION HARTMANN 1940.
 LY2666'
 LY2666'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WEBER
 LY2666'(U.S.G.S.) 1940.
 LY2666'
 LY2666'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION ATCO.
 LY2666'
 LY2666'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY2666
 LY2666                          STATION RECOVERY (1976)
 LY2666
 LY2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 LY2666'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION
 LY2666'IS BLOCKED IN ALL DIRECTIONS BY WOODS.  THERE IS NOW A
 LY2666'TELEPHONE MICROWAVE TOWER ON THE HILL.
 LY2666'
 LY2666'STATION IS LOCATED ON THE EAST END OF THE TOP OF A HILL OF
 LY2666'ABOUT 1300 FEET ELEVATION THAT LIES ABOUT 1-1/2 MILES EAST OF
 LY2666'THE DELAWARE RIVER, AND 1000 FEET NORTHWEST OF SKIPPERENE
 LY2666'ROAD.  STATION MARK IS A STANDARD DISK STAMPED BRADLEY 1942, SET
 LY2666'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES
 LY2666'FROM GROUND.  IT IS 172.0 FEET EAST OF A TELEPHONE MICRO-WAVE
 LY2666'TOWER, 20 FEET SOUTHEAST OF AN 8-INCH PINE TREE AND 10.7 FEET
 LY2666'NORTHWEST OF A 10-INCH LOCUST TREE.
 LY2666'
 LY2666'RM NO. 1 IS A STANDARD DISK STAMPED BRADLEY NO 1 1942, SET IN
 LY2666'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 LY2666'GROUND.  IT IS 7 FEET SOUTH OF A 10-INCH LOCUST AND 9.7 FEET
 LY2666'NORTHWEST OF AN 18-INCH TWIN LOCUST.
 LY2666'
 LY2666'RM NO. 2 IS A STANDARD DISK STAMPED BRADLEY NO 2 1942,
 LY2666'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS
 LY2666'7.5 FEET SOUTHWEST OF AN 8-INCH LOCUST AND 5.2 FEET
 LY2666'NORTH-NORTHWEST OF A 15-INCH, TWIN LOCUST.
 LY2666'
 LY2666'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRADLEY 1942, SET
 LY2666'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 LY2666'FROM GROUND.  IT IS 60.8 FEET EAST OF NORTH CORNER OF AN OLD
 LY2666'BARN AND 40.2 FEET NORTHEAST OF EAST CORNER OF THE BARN, AND 13
 LY2666'FEET NORTHEAST OF CENTER LINE OF SKIPPERENE ROAD.
 LY2666'
 LY2666'TO REACH STATION FROM THE CENTER OF THE VILLAGE OF COHECTON
 LY2666'CENTER, GO NORTHWEST ON NY RTE. 52 FOR 0.1 MILE.  TAKE SIDE ROAD
 LY2666'LEFT AT A CHURCH AND GO WEST 0.4 MILE TO A FORK.  TAKE LEFT
 LY2666'FORK AND FOLLOW SKIPPERENE ROAD WEST FOR 1.65 MILES TO AZIMUTH
 LY2666'MARK ON RIGHT.  CONTINUE AHEAD ON SKIPPERENE ROAD, SOUTHWEST, FOR
 LY2666'0.35 MILE TO OLD FARM ON RIGHT, AFTER CROSSING A STREAM.  TURN
 LY2666'RIGHT AND FOLLOW TRACK ROAD NORTHERLY FOR 0.25 MILE TO STATION
 LY2666'TO EAST OF TELEPHONE TOWER.
 LY2666'
 LY2666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2666'4-1/4 MILES SE OF DAMASCUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2078 ***********************************************************************
 NB2078  DESIGNATION -  BRADLEY
 NB2078  PID         -  NB2078
 NB2078  STATE/COUNTY-  NY/GENESEE
 NB2078  USGS QUAD   -  LE ROY (1976)
 NB2078
 NB2078                         *CURRENT SURVEY CONTROL
 NB2078  ___________________________________________________________________
 NB2078* NAD 83(1996)-  42 53 57.84020(N)    077 59 25.12802(W)     ADJUSTED  
 NB2078* NAVD 88     -       347.9    (meters)    1141.     (feet)  VERTCON   
 NB2078  ___________________________________________________________________
 NB2078  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NB2078  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NB2078
 NB2078  HORZ ORDER  -  SECOND
 NB2078
 NB2078.The horizontal coordinates were established by classical geodetic methods
 NB2078.and adjusted by the National Geodetic Survey in January 1999..
 NB2078
 NB2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2078
 NB2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2078
 NB2078.The geoid height was determined by GEOID03.
 NB2078
 NB2078;                    North         East     Units Scale Factor Converg.
 NB2078;SPC NY W     -   322,165.517   398,431.276   MT  0.99996635   +0 24 13.3
 NB2078;SPC NY W     - 1,056,971.37  1,307,186.61   sFT  0.99996635   +0 24 13.3
 NB2078;UTM  18      - 4,753,982.294   255,858.939   MT  1.00033334   -2 02 11.6
 NB2078;UTM  17      - 4,754,038.725   745,722.884   MT  1.00034288   +2 02 59.1
 NB2078
 NB2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2078!SPC NY W     -   0.99995080  x   0.99996635  =   0.99991716
 NB2078!UTM  18      -   0.99995080  x   1.00033334  =   1.00028413
 NB2078!UTM  17      -   0.99995080  x   1.00034288  =   1.00029367
 NB2078
 NB2078                          SUPERSEDED SURVEY CONTROL
 NB2078
 NB2078  NAD 83(1986)-  42 53 57.84698(N)    077 59 25.12532(W) AD(       ) 2
 NB2078  NAD 27      -  42 53 57.63085(N)    077 59 26.09407(W) AD(       ) 2
 NB2078  NGVD 29 (07/19/86)  348.1    (m)         1142.     (f) VERT ANG       
 NB2078
 NB2078.Superseded values are not recommended for survey control.
 NB2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2078.See file dsdata.txt to determine how the superseded data were derived.
 NB2078
 NB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5585953982(NAD 83)
 NB2078_MARKER: DD = SURVEY DISK
 NB2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB2078
 NB2078  HISTORY     - Date     Condition        Report By
 NB2078  HISTORY     - 1973     MONUMENTED       USE
 NB2078
 NB2078                          STATION DESCRIPTION
 NB2078
 NB2078'DESCRIBED BY US ENGINEERS 1973 (HRR)
 NB2078'THE STATION IS A U.S. ENGINEERS DEPARTMENT SURVEY DISK, STAMPED
 NB2078'BRADLEY.  IT IS SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST
 NB2078'FLUSH WITH THE GROUND.  IT IS 48 FEET NORTH OF A METAL WITNESS
 NB2078'POST, 20 FEET WEST OF THE CENTER OF A RIDGE AND 0.6 FOOT SOUTH OF
 NB2078'A 2-INCH PIPE.
 NB2078'
 NB2078'A TRAVERSE WAS MADE TO TRIANGULATION STATION BROOKS THE DISTANCE
 NB2078'BEING 14.0808 METERS OR (46.20) FEET.
 NB2078'
 NB2078'FOR THE TO REACH AND LOCATION SEE THE DESCRIPTION TO STATION
 NB2078'BROOKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3009 ***********************************************************************
 KU3009  DESIGNATION -  BRAGG
 KU3009  PID         -  KU3009
 KU3009  STATE/COUNTY-  NY/NASSAU
 KU3009  USGS QUAD   -  SEA CLIFF (1979)
 KU3009
 KU3009                         *CURRENT SURVEY CONTROL
 KU3009  ___________________________________________________________________
 KU3009* NAD 83(1996)-  40 49 23.78399(N)    073 42 21.76300(W)     ADJUSTED  
 KU3009* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3009  ___________________________________________________________________
 KU3009  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 KU3009  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU3009
 KU3009  HORZ ORDER  -  THIRD
 KU3009
 KU3009.The horizontal coordinates were established by classical geodetic methods
 KU3009.and adjusted by the National Geodetic Survey in January 1999..
 KU3009
 KU3009.The orthometric height was scaled from a topographic map.
 KU3009
 KU3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3009
 KU3009.The geoid height was determined by GEOID03.
 KU3009
 KU3009;                    North         East     Units Scale Factor Converg.
 KU3009;SPC NY L     -    72,955.360   324,797.706   MT  0.99999501   +0 11 32.2
 KU3009;SPC NY L     -   239,354.38  1,065,607.14   sFT  0.99999501   +0 11 32.2
 KU3009;UTM  18      - 4,519,944.569   609,115.091   MT  0.99974654   +0 50 45.5
 KU3009
 KU3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3009!SPC NY L     -   1.00000495  x   0.99999501  =   0.99999996
 KU3009!UTM  18      -   1.00000495  x   0.99974654  =   0.99975148
 KU3009
 KU3009:                Primary Azimuth Mark                     Grid Az
 KU3009:SPC NY L     -  C                                        013 53 38.2
 KU3009:UTM  18      -  C                                        013 14 24.9
 KU3009
 KU3009|---------------------------------------------------------------------|
 KU3009| PID    Reference Object                     Distance      Geod. Az  |
 KU3009|                                                           dddmmss.s |
 KU3009| KU3015 C                                   APPROX. 1.0 KM 0140510.4 |
 KU3009| CA9152 BRAGG RM 1                           76.770 METERS 10704     |
 KU3009| KU2997 DOCK HOUSE                          APPROX. 1.2 KM 2552736.8 |
 KU3009|---------------------------------------------------------------------|
 KU3009
 KU3009                          SUPERSEDED SURVEY CONTROL
 KU3009
 KU3009  NAD 83(1996)-  40 49 23.78611(N)    073 42 21.76310(W) AD(       ) 3
 KU3009  NAD 83(1992)-  40 49 23.78372(N)    073 42 21.77131(W) AD(       ) 3
 KU3009  NAD 83(1986)-  40 49 23.78678(N)    073 42 21.77076(W) AD(       ) 3
 KU3009  NAD 27      -  40 49 23.42300(N)    073 42 23.29300(W) AD(       ) 3
 KU3009
 KU3009.Superseded values are not recommended for survey control.
 KU3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3009.See file dsdata.txt to determine how the superseded data were derived.
 KU3009
 KU3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0911519945(NAD 83)
 KU3009_MARKER: N = NAIL
 KU3009_SETTING: 0 = UNSPECIFIED SETTING
 KU3009
 KU3009  HISTORY     - Date     Condition        Report By
 KU3009  HISTORY     - 1934     MONUMENTED       USE
 KU3009
 KU3009                          STATION DESCRIPTION
 KU3009
 KU3009'DESCRIBED BY US ENGINEERS 1934 (IER)
 KU3009'STATION IS THE CENTER NAIL OF FIVE IN THE C.S. BRAGG DOCK AT
 KU3009'PORT WASHINGTON.
 KU3009'
 KU3009'ONE REFERENCE MARK, A STANDARD BRONZE DISK SET IN CONCRETE, AS
 KU3009'DESCRIBED IN NOTE 11C, WAS ESTABLISHED ON THE SEA WALL OF THE
 KU3009'PORT WASHINGTON CLUB, 76.77 METERS FROM THE STATION, AND JUST S
 KU3009'OF THE SHORE END OF DOCK ON WHICH STATION IS LOCATED.  THE DOCK
 KU3009'IS NOW USED BY COHRING AND BARTELL, INC., MARINE SERVICE.
 KU3009'
 KU3009'REFERENCE MARK WAS STAMPED BRAG NO.1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2082 ***********************************************************************
 NA2082  DESIGNATION -  BRAMLEY
 NA2082  PID         -  NA2082
 NA2082  STATE/COUNTY-  NY/DELAWARE
 NA2082  USGS QUAD   -  BLOOMVILLE (1981)
 NA2082
 NA2082                         *CURRENT SURVEY CONTROL
 NA2082  ___________________________________________________________________
 NA2082* NAD 83(1996)-  42 17 50.42050(N)    074 49 04.47316(W)     ADJUSTED  
 NA2082* NAVD 88     -       858.8    (meters)    2818.     (feet)  VERTCON   
 NA2082  ___________________________________________________________________
 NA2082  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 NA2082  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 NA2082
 NA2082  HORZ ORDER  -  SECOND
 NA2082
 NA2082.The horizontal coordinates were established by classical geodetic methods
 NA2082.and adjusted by the National Geodetic Survey in January 1999..
 NA2082
 NA2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2082
 NA2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2082
 NA2082.The geoid height was determined by GEOID03.
 NA2082
 NA2082;                    North         East     Units Scale Factor Converg.
 NA2082;SPC NY E     -   384,672.966   123,786.562   MT  0.99990845   -0 12 50.2
 NA2082;SPC NY E     - 1,262,047.89    406,123.08   sFT  0.99990845   -0 12 50.2
 NA2082;UTM  18      - 4,682,806.346   515,009.920   MT  0.99960277   +0 07 21.2
 NA2082
 NA2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2082!SPC NY E     -   0.99987002  x   0.99990845  =   0.99977848
 NA2082!UTM  18      -   0.99987002  x   0.99960277  =   0.99947284
 NA2082
 NA2082:                Primary Azimuth Mark                     Grid Az
 NA2082:SPC NY E     -  BRAMLEY AZ MK                            101 01 05.7
 NA2082:UTM  18      -  BRAMLEY AZ MK                            100 40 54.3
 NA2082
 NA2082|---------------------------------------------------------------------|
 NA2082| PID    Reference Object                     Distance      Geod. Az  |
 NA2082|                                                           dddmmss.s |
 NA2082| CZ7517 BRAMLEY AZ MK                                      1004815.5 |
 NA2082| CZ7518 BRAMLEY RM 1                         11.669 METERS 23318     |
 NA2082| CZ7519 BRAMLEY RM 2                         22.537 METERS 35045     |
 NA2082|---------------------------------------------------------------------|
 NA2082
 NA2082                          SUPERSEDED SURVEY CONTROL
 NA2082
 NA2082  NAD 83(1986)-  42 17 50.42442(N)    074 49 04.47438(W) AD(       ) 2
 NA2082  NAD 27      -  42 17 50.11800(N)    074 49 05.89900(W) AD(       ) 2
 NA2082  NGVD 29 (07/19/86)  859.0    (m)         2818.     (f) VERT ANG       
 NA2082
 NA2082.Superseded values are not recommended for survey control.
 NA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2082.See file dsdata.txt to determine how the superseded data were derived.
 NA2082
 NA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM1501082806(NAD 83)
 NA2082_MARKER: Z = SEE DESCRIPTION
 NA2082_SETTING: 0 = UNSPECIFIED SETTING
 NA2082
 NA2082  HISTORY     - Date     Condition        Report By
 NA2082  HISTORY     - 1940     MONUMENTED       CGS
 NA2082  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2082
 NA2082                          STATION DESCRIPTION
 NA2082
 NA2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2082'THIS IS A U.S. GEOLOGICAL SURVEY STATION AND IS DESCRIBED ON PAGE
 NA2082'42 IN BULLETIN 181 ISSUED BY THAT ORGANIZATION.  IT IS LOCATED ON
 NA2082'THE SUMMIT OF THE BARE RIDGE KNOWN AS BRAMLEY MOUNTAIN, IN
 NA2082'DELHI TOWNSHIP, ABOUT 5-1/4 MILES EAST-NORTHEAST OF DELHI.  IT IS
 NA2082'ON THE NORTHEAST END OF THE RIDGE.
 NA2082'
 NA2082'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK CEMENTED IN BEDROCK,
 NA2082'6 INCHES BELOW THE SURFACE OF THE GROUND.  THE AZIMUTH MARK AND
 NA2082'REFERENCE MARKS ARE STANDARD BRONZE DISK MARKS CEMENTED IN
 NA2082'BEDROCK - THEY ARE STAMPED BRAMLEY - USGS 1940.
 NA2082'
 NA2082'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, IN ROCK FLUSH
 NA2082'WITH THE GROUND.  (NOTE 12A).
 NA2082'
 NA2082'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ON THE NORTH SLOPE
 NA2082'OF THE HILL.  (NOTE 12A).
 NA2082'
 NA2082'THE AZIMUTH MARK IS ABOUT 1 MILE EAST OF THE STATION, 30 PACES
 NA2082'EAST OF A GRAVEL ROAD IN A LARGE OUTCROP OF ROCK.  (NOTE 12A).  TO
 NA2082'REACH THE AZIMUTH MARK FROM MR. SCOTTS HOUSE GO EAST OF GRAVEL
 NA2082'ROAD 0.4 MILE, TURN LEFT AND GO 0.7 MILE TO MARK ON THE RIGHT.
 NA2082'
 NA2082'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 10
 NA2082'AND 28 IN DELHI, GO EAST ON HIGHWAY 28 FOR 6.4 MILES TO A FORK AT
 NA2082'THE WEST EDGE OF THE VILLAGE LAKE DELAWARE, TAKE LEFT FORK AND GO
 NA2082'0.15 MILE TO A DIRT T-ROAD LEFT, TURN LEFT AND GO 3.3 MILES TO A
 NA2082'FARM ROAD LEFT AT THE HERMAN SCOTT FARM, TURN LEFT ON THE FARM
 NA2082'ROAD AND FOLLOW ACROSS PASTURE AND UP THE EAST SIDE OF THE HILL
 NA2082'TO THE HIGHEST POINT AND THE STATION ABOUT 0.6 MILE.
 NA2082'
 NA2082'THE STATION IS ON LAND OWNED BY THE STATE OF NEW YORK.
 NA2082'
 NA2082'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NA2082
 NA2082                          STATION RECOVERY (1974)
 NA2082
 NA2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA2082'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2082'TO REFERENCE MARKS WERE NOT CHECKED.  STATION IS AT THE EAST SIDE OF
 NA2082'A FIRE TOWER, WHICH WAS ERECTED SOME TIME AFTER STATION WAS
 NA2082'ESTABLISHED, AND WHICH IS NOW ABANDONED.  VIEW FROM STATION IS
 NA2082'BLOCKED BY 25-FOOT TREES, AND A TOWER WOULD BE NEEDED AT PRESENT.
 NA2082'
 NA2082'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 NA2082'UNSTAMPED, CEMENTED IN A DRILL HOLE IN BEDROCK 16 INCHES BELOW
 NA2082'GROUND.  IT IS 13 FEET NORTH OF SOUTHEAST LEG OF THE FIRE TOWER,
 NA2082'6 FEET SOUTH-SOUTHEAST OF THE NORTHEAST LEG, 11.5 FEET NORTHEAST
 NA2082'OF THE CENTER OF A 4-FOOT SQUARE CONCRETE PAD UNDER THE FIRE
 NA2082'TOWER, 2 FEET EAST OF RANGE OF EAST SIDE OF THE FIRE TOWER, AND
 NA2082'36.4 FEET WEST OF A LARGE EYEBOLT.
 NA2082'
 NA2082'RM NO. 1 IS A STANDARD DISK STAMPED BRAMLEY NO 1 1940, CEMENTED
 NA2082'IN A DRILL HOLE IN THE MIDDLE OF AN 8-FOOT-DIAMETER BEDROCK
 NA2082'OUTCROP, 16 FEET SOUTH-SOUTHWEST OF SOUTHWEST LEG OF THE TOWER.
 NA2082'
 NA2082'RM NO. 2 IS A STANDARD DISK STAMPED BRAMLEY NO 2 1940, CEMENTED
 NA2082'IN A DRILL HOLE IN A 6 X 10-FOOT FLAT BEDROCK LEDGE THAT PROJECTS 8
 NA2082'INCHES FROM GROUND.  IT IS 64 FEET NORTH OF NORTHWEST LEG OF THE
 NA2082'FIRE TOWER AND 5 FEET LOWER THAN STATION MARK.
 NA2082'
 NA2082'AZIMUTH MARK IS A STANDARD DISK STAMPED BRAMLEY 1940, CEMENTED
 NA2082'IN A DRILL HOLE IN THE MIDDLE OF A 10-FOOT-DIAMETER ROCK THAT
 NA2082'PROJECTS 2 FEET ABOVE GROUND.  IT IS 62 FEET WEST OF THE OLD
 NA2082'STONE FENCE, 150 FEET NORTH OF A STONE FENCE T-JUNCTION, 49 FEET
 NA2082'EAST OF A BARBWIRE FENCE, 115 FEET EAST OF CENTER LINE OF
 NA2082'GRAVELED ROAD, AT A CURVE OF THE ROAD, 0.1 MILE NORTHEAST OF OLD
 NA2082'FARM BUILDINGS AND 50 YARDS NORTHWEST OF A LONE PINE.
 NA2082'
 NA2082'TO REACH STATION FROM JUNCTION OF NY RTES. 10 AND 28 IN DELHI, GO
 NA2082'EAST ON NY RTE. 28 FOR 6.35 MILES TO A SIDE ROAD LEFT AT WEST END
 NA2082'OF A BRIDGE.  TURN LEFT ON LEE HOLLOW RD. AND GO 0.05 MILE.  TAKE
 NA2082'GRAVEL ROAD RIGHT AND GO 3.45 MILES TO A T-ROAD RIGHT, AT FARM
 NA2082'BUILDINGS.  CONTINUE AHEAD FOR 0.2 MILE TO TRACK ROAD ON LEFT.
 NA2082'GO WESTERLY, UP ROUGH, STEEP AND ROCKY ROAD FOR 1 MILE TO STATION
 NA2082'AT FIRE TOWER.
 NA2082'
 NA2082'TO REACH AZIMUTH MARK FROM THE T-ROAD RIGHT, AT FARM BUILDINGS,
 NA2082'GO EAST ON THE T-ROAD FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT, AT
 NA2082'CURVE IN THE ROAD, 50 YARDS NORTHWEST OF THE LONE PINE.
 NA2082'
 NA2082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2082'5-1/4 MILES ENE OF DELHI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1991 ***********************************************************************
 NA1991  DESIGNATION -  BRANDMILL
 NA1991  PID         -  NA1991
 NA1991  STATE/COUNTY-  NY/SCHENECTADY
 NA1991  USGS QUAD   -  PATTERSONVILLE (1954)
 NA1991
 NA1991                         *CURRENT SURVEY CONTROL
 NA1991  ___________________________________________________________________
 NA1991* NAD 83(1996)-  42 54 33.67371(N)    074 02 43.55027(W)     ADJUSTED  
 NA1991* NAVD 88     -       331.6    (meters)    1088.     (feet)  VERTCON   
 NA1991  ___________________________________________________________________
 NA1991  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 NA1991  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NA1991
 NA1991  HORZ ORDER  -  FIRST
 NA1991
 NA1991.The horizontal coordinates were established by classical geodetic methods
 NA1991.and adjusted by the National Geodetic Survey in January 1999..
 NA1991
 NA1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1991
 NA1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA1991
 NA1991.The geoid height was determined by GEOID03.
 NA1991
 NA1991;                    North         East     Units Scale Factor Converg.
 NA1991;SPC NY E     -   452,703.142   187,116.784   MT  0.99991694   +0 18 34.2
 NA1991;SPC NY E     - 1,485,243.56    613,898.98   sFT  0.99991694   +0 18 34.2
 NA1991;UTM  18      - 4,751,190.717   577,919.922   MT  0.99967469   +0 38 59.8
 NA1991
 NA1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA1991!SPC NY E     -   0.99995284  x   0.99991694  =   0.99986979
 NA1991!UTM  18      -   0.99995284  x   0.99967469  =   0.99962755
 NA1991
 NA1991|---------------------------------------------------------------------|
 NA1991| PID    Reference Object                     Distance      Geod. Az  |
 NA1991|                                                           dddmmss.s |
 NA1991| CZ7521 BRANDMILL RM 1                       33.428 METERS 19312     |
 NA1991| AJ1694 BRANDMILL RM 3 RESET                 27.383 METERS 20037     |
 NA1991| NA2010 CLEVELAND ALBANY AWY BCN 42         APPROX. 7.5 KM 2452426.7 |
 NA1991| CZ7522 BRANDMILL RM 3                       12.554 METERS 25321     |
 NA1991| AJ1693 BRANDMILL RM 2                       39.503 METERS 33501     |
 NA1991| CZ7523 BRANDMILL RM 4 AZIMUTH                             3531638.0 |
 NA1991| CZ7520 BRANDMILL AZ MK                                    3542939.8 |
 NA1991|---------------------------------------------------------------------|
 NA1991
 NA1991                          SUPERSEDED SURVEY CONTROL
 NA1991
 NA1991  NAD 83(1986)-  42 54 33.67815(N)    074 02 43.55028(W) AD(       ) 1
 NA1991  NAD 27      -  42 54 33.40615(N)    074 02 45.09029(W) AD(       ) 1
 NA1991  NGVD 29 (07/19/86)  331.8    (m)         1089.     (f) VERT ANG       
 NA1991
 NA1991.Superseded values are not recommended for survey control.
 NA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1991.See file dsdata.txt to determine how the superseded data were derived.
 NA1991
 NA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7792051191(NAD 83)
 NA1991_MARKER: DS = TRIANGULATION STATION DISK
 NA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1991_STAMPING: BRANDMILL 1942
 NA1991_MARK LOGO: CGS   
 NA1991_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1991+STABILITY: SURFACE MOTION
 NA1991
 NA1991  HISTORY     - Date     Condition        Report By
 NA1991  HISTORY     - 1942     MONUMENTED       CGS
 NA1991  HISTORY     - 1973     GOOD             NGS
 NA1991  HISTORY     - 1973     GOOD             NGS
 NA1991  HISTORY     - 1975     GOOD             LOCENG
 NA1991  HISTORY     - 1984     GOOD             CTMALE
 NA1991  HISTORY     - 19950503 GOOD             TVGA
 NA1991
 NA1991                          STATION DESCRIPTION
 NA1991
 NA1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA1991'THE STATION IS LOCATED IN GLENVILLE TOWNSHIP, SCHENECTADY CO.,
 NA1991'ABOUT 1.5 MILES S OF WEST GLENVILLE AND 7.5 MILES AIRLINE ESE
 NA1991'OF AMSTERDAM IN THE W EDGE OF AN OPEN FIELD, 23 FEET E OF THE
 NA1991'CENTERLINE OF A DIRT ROAD, ABOUT 200 FEET N OF THE POINT WHERE
 NA1991'THE ROAD TURNS W, 32 FEET N OF THE N ONE OF TWO SMALL OAK TREES
 NA1991'AND 7 FEET N OF A REFERENCE POST.  THE DISK IS STAMPED BRANDMILL
 NA1991'1942.
 NA1991'
 NA1991'REFERENCE MARK NO. 1 IS 106.39 FEET SSW OF THE STATION, IN THE E
 NA1991'EDGE OF A FIELD, 21 FEET W OF THE CENTERLINE OF THE DIRT ROAD
 NA1991'AND ABOUT 90 FEET N OF THE POINT WHERE THE ROAD TURNS W.  THE
 NA1991'DISK IS STAMPED BRANDMILL NO 1 1942.
 NA1991'
 NA1991'REFERENCE MARK NO. 2 IS 129.60 FEET NW OF THE STATION, IN THE
 NA1991'EDGE OF A FIELD, 21 FEET W OF THE CENTERLINE OF THE ROAD, AND IS
 NA1991'STAMPED BRANDMILL NO. 2 1942.
 NA1991'
 NA1991'THE AZIMUTH MARK IS 0.55 MILE N OF THE STATION, 21 FEET E OF
 NA1991'THE CENTERLINE OF THE ROAD, 10 FEET S OF A FARM LANE, 2.7 FEET S
 NA1991'OF A REFERENCE POST, 70 FEET WSW OF THE SW CORNER OF THE FARM
 NA1991'HOUSE AND IS STAMPED BRANDMILL 1942.
 NA1991'
 NA1991'TO REACH THE STATION FROM THE INTERSECTION OF N.Y. HWYS. 67
 NA1991'AND 147 GO S ON NO. 147 FOR 3.3 MILES TO A T ROAD RIGHT, AND A
 NA1991'SIGN WEST GLENVILLE ROAD (THIS POINT IS 8.2 MILES N OF THE
 NA1991'INTERSECTION OF ROUTES 5 AND 147 IN SCOTIA), TURN RIGHT AND GO
 NA1991'1.75 MILES TO A DIRT T ROAD LEFT AND SIGN WATERS ROAD WHICH IS
 NA1991'0.45 MILE E OF THE ROAD FORKS IN WEST GLENVILLE, TURN LEFT AND
 NA1991'GO 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF THE
 NA1991'HILL, CONTINUE S 0.55 MILE TO THE STATION ON THE LEFT.
 NA1991'
 NA1991'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA1991
 NA1991                          STATION RECOVERY (1973)
 NA1991
 NA1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NA1991'STATION MARK AND RM NO 2 WERE RECOVERED IN GOOD CONDITION.  RM
 NA1991'NO 1 HAS BEEN DESTROYED.  A CONCRETE MONUMENT, WITH THE TOP
 NA1991'BROKEN OFF AT GROUND LEVEL, WAS FOUND ON APPROXIMATELY THE OLD
 NA1991'ANGLE, BUT THE DISTANCE WAS 126 FEET, AND THE PUBLISHED DISTANCE
 NA1991'OF 109.39 FEET FALLS IN THE PRESENT ROADSIDE DITCH.  THE AZIMUTH
 NA1991'MARK WAS FOUND PUSHED OVER TO A 45-DEGREE ANGLE, SO THE DISK WAS
 NA1991'REMOVED.  STATION IS OBSTRUCTED BY TREES SO A NEW AZIMUTH MARK
 NA1991'CANNOT BE ESTABLISHED EXCEPT BY ASTRONOMIC OBSERVATIONS.  A
 NA1991'NEW REFERENCE MARK, NO. 3, WAS ESTABLISHED.  DISTANCE TO RM
 NA1991'NO. 2 CHECKED BY 2 MILLIMETERS.  A COMPLETE DESCRIPTION
 NA1991'FOLLOWS--
 NA1991'
 NA1991'STATION IS LOCATED ALONG EAST SIDE OF WATERS ROAD, ABOUT 180
 NA1991'FEET NORTH OF A RIGHT-ANGLE TURN WHERE THE ROAD CHANGES FROM
 NA1991'SOUTH TO WEST.
 NA1991'
 NA1991'TO REACH STATION FROM THE POST OFFICE IN ROTTERDAM JUNCTION, GO
 NA1991'WEST ON STATE HIGHWAY 5S FOR 0.45 MILE TO T-JUNCTION.  TURN RIGHT
 NA1991'AND GO NORTH, CROSSING MOHAWK RIVER, FOR 0.5 MILE.  TURN LEFT AND
 NA1991'GO WEST ON STATE HIGHWAY 5 FOR 0.9 MILE.  TAKE SIDE ROAD RIGHT AT
 NA1991'SIGN WATERS RD AND GO UP GRADE FOR 2.1 MILES TO STATION ON RIGHT.
 NA1991'
 NA1991'STATION MARK IS A STANDARD DISK STAMPED BRANDMILL 1942, SET IN
 NA1991'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 8 INCHES
 NA1991'FROM GROUND.  IT IS 21.5 FEET EAST OF CENTER LINE OF ROAD, 32 FEET
 NA1991'NORTH OF A 16-INCH MAPLE WITH OLD TRIANGLE BLAZE, 193.3 FEET
 NA1991'NORTH OF POWER POLE NO. 24, WHICH SETS ON THE OUTSIDE OF THE
 NA1991'90-DEGREE BEND OF THE ROAD, 133 FEET NORTH OF HELFENSTEINS
 NA1991'MAILBOX AND 2 FEET EAST OF A METAL WITNESS POST.
 NA1991'
 NA1991'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BRANDMILL
 NA1991'NO 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 NA1991'PROJECTING 7 INCHES FROM GROUND.  IT IS 20 FEET WEST OF CENTER
 NA1991'LINE OF ROAD, 21 FEET SOUTH OF A HIGHWAY CURVE SIGN, AND 2 FEET
 NA1991'LOWER THAN STATION MARK.
 NA1991'
 NA1991'REFERENCE MARK NUMBER THREE IS A STANDARD NGS REFERENCE MARK
 NA1991'DISK, STAMPED BRANDMILL 1942 NO 3 1973, CEMENTED IN A DRILL HOLE
 NA1991'IN THE TOP OF A BOULDER PROJECTING 3 INCHES FROM GROUND.  IT IS
 NA1991'18 FEET WEST OF CENTER LINE OF ROAD, 3-1/2 FEET SOUTH OF THE
 NA1991'CENTER OF A CLUMP OF MAPLES, AND 14 INCHES LOWER THAN STATION
 NA1991'MARK.
 NA1991'
 NA1991'DISTANCE FROM RM 2 TO RM 3 = (39.624 METERS), 130.0 FEET.
 NA1991'
 NA1991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA1991'1-1/2 MILES SOUTH OF WEST GLENVILLE.
 NA1991
 NA1991                          STATION RECOVERY (1973)
 NA1991
 NA1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 NA1991'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TREES
 NA1991'ON LINE.
 NA1991'
 NA1991'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 NA1991'TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED
 NA1991'THE PREVIOUS MEASUREMENT, HOWEVER, A DIFFERENCE OF 2 MINUTES AND
 NA1991'30 SECONDS WAS NOTED IN THE DIRECTION.  REFERENCE MARK 1 AND THE
 NA1991'AZIMUTH MARK WERE FOUND LYING ON TOP OF THE GROUND.  REFERENCE
 NA1991'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 NA1991'
 NA1991'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-SOUTHEAST OF
 NA1991'AMSTERDAM, 1-1/2 MILES SOUTH OF WEST GLENVILLE, IN GLENVILLE
 NA1991'TOWNSHIP AND ON PROPERTY OF HUGO HELFENSTEIN.  RURAL ROUTE 4,
 NA1991'WATER ROAD, SCOTIA, NEW YORK.  HIS TELEPHONE NUMBER IS 887-5844.
 NA1991'
 NA1991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND
 NA1991'147 IN SCOTCH CHURCH, ABOUT 10 MILES WEST OF BALLSTON SPA, GO
 NA1991'SOUTHERLY ON STATE HIGHWAY 147 FOR 3.25 MILES TO THE JUNCTION OF
 NA1991'WEST GLENVILLE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 NA1991'WEST GLENVILLE ROAD FOR 1.7 MILES TO THE JUNCTION OF WATERS ROAD
 NA1991'ON THE LEFT.  TURN LEFT AND GO SOUTHERLY UPHILL ON WATERS ROAD
 NA1991'FOR 0.95 MILE TO THE SUMMIT OF THE HILL.  CONTINUE ON WATERS ROAD
 NA1991'FOR 0.15 MILE TO REFERENCE MARK 4 ON THE RIGHT.  CONTINUE FOR
 NA1991'0.35 MILE TO THE STATION ON THE LEFT JUST BEFORE THE ROAD
 NA1991'TURNS RIGHT.
 NA1991'
 NA1991'THE STATION MARK IS A STANDARD DISK STAMPED BRANDMILL 1942.  IT
 NA1991'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NA1991'PROJECTS ABOUT 10 INCHES.  IT IS 152 FEET NORTH OF THE APPROXIMATE
 NA1991'CENTER OF A DRIVEWAY, 31.5 FEET NORTH OF A 14-INCH TREE, 22 FEET
 NA1991'EAST OF THE APPROXIMATE CENTER OF WATERS ROAD, 15.5 FEET
 NA1991'NORTH-NORTHEAST OF POWER POLE NUMBER 25, AND 2 FEET EAST OF A
 NA1991'METAL WITNESS POST.
 NA1991'
 NA1991'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRANDMILL NO 2
 NA1991'1942.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NA1991'WHICH PROJECTS ABOUT 6 INCHES.  IT IS 79 FEET SOUTH OF THE
 NA1991'APPROXIMATE CENTER OF A DRIVEWAY, 76 FEET SOUTHWEST OF POWER POLE
 NA1991'NUMBER 26, 19.5 FEET WEST OF THE APPROXIMATE CENTER OF WATERS
 NA1991'ROAD.
 NA1991'
 NA1991'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRANDMILL 1942 NO 3
 NA1991'1973.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT
 NA1991'THAT IS FLUSH WITH THE GROUND.  IT IS 74 FEET SOUTHWEST OF POWER
 NA1991'POLE NUMBER 25, 73 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 NA1991'DRIVEWAY AT THE CURVE, 18 FEET WEST OF THE APPROXIMATE CENTER
 NA1991'OF WATERS ROAD, 3.5 FEET NORTH OF A METAL WITNESS POST.
 NA1991'
 NA1991'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BRANDMILL 1942
 NA1991'NO 4 1973.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NA1991'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 14 FEET WEST OF THE
 NA1991'APPROXIMATE CENTER OF WATERS ROAD, 2.5 FEET NORTHWEST OF A METAL
 NA1991'WITNESS POST.
 NA1991'
 NA1991'HEIGHT OF LIGHT ABOVE STATION MARK 72.2 FEET.
 NA1991'
 NA1991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA1991'1-1/2 MILES SOUTH OF WEST GLENVILLE.
 NA1991
 NA1991                          STATION RECOVERY (1975)
 NA1991
 NA1991'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NA1991'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS 32 FEET
 NA1991'NORTH OF A 12 INCH OAK TREE AND 2 FEET EAST OF A STEEL WITNESS POST.
 NA1991
 NA1991                          STATION RECOVERY (1984)
 NA1991
 NA1991'RECOVERY NOTE BY C T MALE ASSOCIATES 1984 (JC)
 NA1991'BRANDMILL 1942 RECOVERED GOOD CONC. MON. SEEMED TO BE LEANING
 NA1991'SLIGHTLY SOUTHWARD.
 NA1991'
 NA1991'RM NO. 2 RECOVERED GOOD - DIST. FROM RM NO. 2 TO STA. BRANDMILL
 NA1991'MEASURED 129.65 FEET AS COMPARED TO PUB. DIST OF 129.605 FT.
 NA1991'
 NA1991'RM NO. 3 RECOVERED GOOD - DIST. TO STA. BRANDMILL MEASURED 89.80
 NA1991'FEET AS COMPARED TO PUB. DIST. OF 89.84 FEET.
 NA1991'
 NA1991'RM NO. 4 NOT RECOVERED.  DIST. FROM STA. BRANDMILL CHECKED
 NA1991'AND LINE GIVEN FROM AZS OF OTHER REFERENCE MARKS.  POSITION FELL
 NA1991'ON EDGE OF ROAD DITCH.  MAY HAVE BEEN DUG UP.  THERE WERE 3
 NA1991'PAINTED TIES IN NEAR BY TREES TO INDICATE STA. WAS LOCATED 5
 NA1991'OR 6 YRS AGO
 NA1991'
 NA1991'WITNESS POSTS ONLY FOUND BY STA. BRANDMILL AND R.M. NO. 3.
 NA1991'
 NA1991'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES S. OF
 NA1991'WEST GLENVILLE.
 NA1991
 NA1991                          STATION RECOVERY (1995)
 NA1991
 NA1991'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 1995 (JHD)
 NA1991'FOUND AS DESCRIBED.  ALSO FOUND REFERENCE MARKS 2 AND 3.  25 FT (7.6
 NA1991'M) PINE TREES 15 FT (4.6 M) E AND 40 FT (12.2 M) W, DUE N CLEAR, DUE S
 NA1991'30 FT (9.1 M) MAPLE, QUESTIONABLE GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2291 ***********************************************************************
 MZ2291  DESIGNATION -  BRANDOW
 MZ2291  PID         -  MZ2291
 MZ2291  STATE/COUNTY-  NY/GREENE
 MZ2291  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2291
 MZ2291                         *CURRENT SURVEY CONTROL
 MZ2291  ___________________________________________________________________
 MZ2291* NAD 83(1996)-  42 15 01.49968(N)    073 49 33.16166(W)     ADJUSTED  
 MZ2291* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2291  ___________________________________________________________________
 MZ2291  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MZ2291  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2291
 MZ2291  HORZ ORDER  -  THIRD
 MZ2291
 MZ2291.The horizontal coordinates were established by classical geodetic methods
 MZ2291.and adjusted by the National Geodetic Survey in January 1999..
 MZ2291
 MZ2291.The orthometric height was scaled from a topographic map.
 MZ2291
 MZ2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2291
 MZ2291.The geoid height was determined by GEOID03.
 MZ2291
 MZ2291;                    North         East     Units Scale Factor Converg.
 MZ2291;SPC NY E     -   379,632.499   205,626.551   MT  0.99993806   +0 27 11.8
 MZ2291;SPC NY E     - 1,245,510.96    674,626.44   sFT  0.99993806   +0 27 11.8
 MZ2291;UTM  18      - 4,678,247.614   596,856.460   MT  0.99971543   +0 47 22.2
 MZ2291
 MZ2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2291!SPC NY E     -   1.00000498  x   0.99993806  =   0.99994304
 MZ2291!UTM  18      -   1.00000498  x   0.99971543  =   0.99972041
 MZ2291
 MZ2291|---------------------------------------------------------------------|
 MZ2291| PID    Reference Object                     Distance      Geod. Az  |
 MZ2291|                                                           dddmmss.s |
 MZ2291| DA3097 BRANDOW RM 1                         12.054 METERS 01826     |
 MZ2291| MZ2279 ATHENS DUTCH REFORMED CH SPIRE      APPROX. 1.9 KM 0395511.1 |
 MZ2291| MZ2264 HUDSON PUBLIC PARK FLAGPOLE         APPROX. 2.5 KM 0733023.5 |
 MZ2291| MZ2298 HUDSON NY POWER AND LT CO STK       APPROX. 2.2 KM 0805359.2 |
 MZ2291| MZ2306 HUDSON CITY LIGHTHOUSE              APPROX. 1.4 KM 0825515.1 |
 MZ2291| MZ2263 HUDSON C A VAN DUESEN CO TANK       APPROX. 2.2 KM 0852117.4 |
 MZ2291| MZ2120 HUDSON ST MARYS CATH CH CROSS       APPROX. 2.9 KM 0924334.2 |
 MZ2291| DA3098 BRANDOW RM 2                         10.289 METERS 17928     |
 MZ2291| MZ2096 PERCY REACH LIGHT                   APPROX. 0.6 KM 2080710.1 |
 MZ2291| MZ2095 ROGERS ISLAND LIGHT                 APPROX. 2.0 KM 2182205.1 |
 MZ2291|---------------------------------------------------------------------|
 MZ2291
 MZ2291                          SUPERSEDED SURVEY CONTROL
 MZ2291
 MZ2291  NAD 83(1996)-  42 15 01.49929(N)    073 49 33.16519(W) AD(       ) 3
 MZ2291  NAD 83(1996)-  42 15 01.49938(N)    073 49 33.16476(W) AD(       ) 3
 MZ2291  NAD 83(1996)-  42 15 01.49959(N)    073 49 33.16492(W) AD(       ) 3
 MZ2291  NAD 83(1992)-  42 15 01.49956(N)    073 49 33.16479(W) AD(       ) 3
 MZ2291  NAD 83(1992)-  42 15 01.49951(N)    073 49 33.16476(W) AD(       ) 3
 MZ2291  NAD 83(1992)-  42 15 01.50146(N)    073 49 33.16214(W) AD(       ) 3
 MZ2291  NAD 83(1986)-  42 15 01.50143(N)    073 49 33.16201(W) AD(       ) 3
 MZ2291  NAD 27      -  42 15 01.18600(N)    073 49 34.70600(W) AD(       ) 3
 MZ2291
 MZ2291.Superseded values are not recommended for survey control.
 MZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2291.See file dsdata.txt to determine how the superseded data were derived.
 MZ2291
 MZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9685678248(NAD 83)
 MZ2291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2291
 MZ2291  HISTORY     - Date     Condition        Report By
 MZ2291  HISTORY     - 1934     MONUMENTED       CGS
 MZ2291
 MZ2291                          STATION DESCRIPTION
 MZ2291
 MZ2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2291'ON W SIDE OF HUDSON RIVER 1 MILE S OF ATHENS IN MARSH.  STATION
 MZ2291'IS 630 METERS S OF POWER LINE ACROSS RIVER, ABOUT 250 METERS W
 MZ2291'OF EDGE OF GRASS AND 300 METERS E OF SHORE LINE.  STATION CAN BEST
 MZ2291'BE LOCATED WITH SEXTANT FROM ANGLES LISTED ABOVE.
 MZ2291'
 MZ2291'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 MZ2291'BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2291'
 MZ2291'REFERENCE MARK NO.1 IS 39 FEET N OF STATIONS.  REFERENCE MARK NO.2
 MZ2291'IS 34 FEET E OF STATION.  STATION AND REFERENCE MARKS ARE
 MZ2291'COVERED 2 FEET AT HIGH TIDE.
 MZ2291'
 MZ2291'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0450 ***********************************************************************
 OE0450  DESIGNATION -  BRANDRETH
 OE0450  PID         -  OE0450
 OE0450  STATE/COUNTY-  NY/HERKIMER
 OE0450  USGS QUAD   -  
 OE0450
 OE0450                         *CURRENT SURVEY CONTROL
 OE0450  ___________________________________________________________________
 OE0450* NAD 83(1986)-  43 56 37.     (N)    074 50 52.     (W)     SCALED    
 OE0450* NAVD 88     -       516.964  (meters)    1696.07   (feet)  ADJUSTED  
 OE0450  ___________________________________________________________________
 OE0450  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 OE0450  DYNAMIC HT  -         516.847 (meters)    1695.69  (feet)  COMP
 OE0450  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 OE0450
 OE0450  VERT ORDER  -  FIRST     CLASS I
 OE0450
 OE0450.The horizontal coordinates were scaled from a topographic map and have
 OE0450.an estimated accuracy of +/- 6 seconds.
 OE0450
 OE0450.The orthometric height was determined by differential leveling
 OE0450.and adjusted by the National Geodetic Survey in June 1991..
 OE0450
 OE0450.The geoid height was determined by GEOID03.
 OE0450
 OE0450.The dynamic height is computed by dividing the NAVD 88
 OE0450.geopotential number by the normal gravity value computed on the
 OE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0450.degrees latitude (g = 980.6199 gals.).
 OE0450
 OE0450.The modeled gravity was interpolated from observed gravity values.
 OE0450
 OE0450;                    North         East    Units  Estimated Accuracy
 OE0450;SPC NY E     -   567,560.      122,080.      MT  (+/- 180 meters Scaled)
 OE0450
 OE0450                          SUPERSEDED SURVEY CONTROL
 OE0450
 OE0450  NGVD 29 (??/??/92)  516.978  (m)         1696.12   (f) ADJ UNCH    1 1
 OE0450
 OE0450.Superseded values are not recommended for survey control.
 OE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0450.See file dsdata.txt to determine how the superseded data were derived.
 OE0450
 OE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP122656(NAD 83)
 OE0450_MARKER: Z = SEE DESCRIPTION
 OE0450_SETTING: 80 = SET IN A BOULDER
 OE0450_SP_SET: BOULDER
 OE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0450+STABILITY: SURFACE MOTION
 OE0450
 OE0450  HISTORY     - Date     Condition        Report By
 OE0450  HISTORY     - UNK      MONUMENTED       USGS
 OE0450  HISTORY     - 1975     GOOD             NGS
 OE0450
 OE0450                          STATION DESCRIPTION
 OE0450
 OE0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0450'13.20 MI N FROM BIG MOOSE.
 OE0450'13.20 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE0450'AT BIG MOOSE, ABOUT 0.50 MILE NORTH OF THE COMMUNITY OF BRANDRETH, CUT
 OE0450'IN THE TOP OF A LARGE BOULDER, 16.9 FEET SOUTHEAST OF THE SOUTHEAST
 OE0450'RAIL, 22.7 FEET NORTHEAST OF THE NORTHEAST END OF BRIDGE NO. 64 AND
 OE0450'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1048 ***********************************************************************
 PH1048  DESIGNATION -  BRANDY
 PH1048  PID         -  PH1048
 PH1048  STATE/COUNTY-  NY/ST LAWRENCE
 PH1048  USGS QUAD   -  WADDINGTON (1964)
 PH1048
 PH1048                         *CURRENT SURVEY CONTROL
 PH1048  ___________________________________________________________________
 PH1048* NAD 83(1986)-  44 52 23.     (N)    075 09 41.     (W)     SCALED    
 PH1048* NAVD 88     -        77.319  (meters)     253.67   (feet)  ADJUSTED  
 PH1048  ___________________________________________________________________
 PH1048  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 PH1048  DYNAMIC HT  -          77.317 (meters)     253.66  (feet)  COMP
 PH1048  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 PH1048
 PH1048  VERT ORDER  -  FIRST     CLASS 0
 PH1048
 PH1048.The horizontal coordinates were scaled from a topographic map and have
 PH1048.an estimated accuracy of +/- 6 seconds.
 PH1048
 PH1048.The orthometric height was determined by differential leveling
 PH1048.and adjusted by the National Geodetic Survey in June 1991..
 PH1048
 PH1048.The geoid height was determined by GEOID03.
 PH1048
 PH1048.The dynamic height is computed by dividing the NAVD 88
 PH1048.geopotential number by the normal gravity value computed on the
 PH1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1048.degrees latitude (g = 980.6199 gals.).
 PH1048
 PH1048.The modeled gravity was interpolated from observed gravity values.
 PH1048
 PH1048;                    North         East    Units  Estimated Accuracy
 PH1048;SPC NY E     -   670,980.       97,740.      MT  (+/- 180 meters Scaled)
 PH1048
 PH1048                          SUPERSEDED SURVEY CONTROL
 PH1048
 PH1048  NGVD 29 (??/??/92)   77.45   (m)          254.1    (f) COMPUTED    1 0
 PH1048
 PH1048.Superseded values are not recommended for survey control.
 PH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1048.See file dsdata.txt to determine how the superseded data were derived.
 PH1048
 PH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ872688(NAD 83)
 PH1048_MARKER: DD = SURVEY DISK
 PH1048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1048_SP_SET: BRIDGE
 PH1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1048
 PH1048  HISTORY     - Date     Condition        Report By
 PH1048  HISTORY     - UNK      MONUMENTED       USLS
 PH1048  HISTORY     - 1969     GOOD             USLS
 PH1048
 PH1048                          STATION DESCRIPTION
 PH1048
 PH1048'DESCRIBED BY US LAKE SURVEY 1969
 PH1048'2.35 MI NE FROM WADDINGTON.
 PH1048'IS IN ST. LAWRENCE COUNTY, NEW YORK, 2.35 MILES DOWNRIVER FROM
 PH1048'INTERSECTION OF HIGHWAYS 37 AND 345 IN WADDINGTON, IN WALKWAY ON RIVER
 PH1048'SIDE OF BRIDGE OVER BRANDY BROOK, 1.0 FOOT UPRIVER FROM DOWNRIVER END
 PH1048'OF BRIDGE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 PH1048'INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1054 ***********************************************************************
 PH1054  DESIGNATION -  BRANNEN
 PH1054  PID         -  PH1054
 PH1054  STATE/COUNTY-  NY/ST LAWRENCE
 PH1054  USGS QUAD   -  LOUISVILLE (1964)
 PH1054
 PH1054                         *CURRENT SURVEY CONTROL
 PH1054  ___________________________________________________________________
 PH1054* NAD 83(1986)-  44 54 06.     (N)    075 03 41.     (W)     SCALED    
 PH1054* NAVD 88     -        81.962  (meters)     268.90   (feet)  ADJUSTED  
 PH1054  ___________________________________________________________________
 PH1054  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 PH1054  DYNAMIC HT  -          81.960 (meters)     268.90  (feet)  COMP
 PH1054  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 PH1054
 PH1054  VERT ORDER  -  FIRST     CLASS 0
 PH1054
 PH1054.The horizontal coordinates were scaled from a topographic map and have
 PH1054.an estimated accuracy of +/- 6 seconds.
 PH1054
 PH1054.The orthometric height was determined by differential leveling
 PH1054.and adjusted by the National Geodetic Survey in June 1991..
 PH1054
 PH1054.The geoid height was determined by GEOID03.
 PH1054
 PH1054.The dynamic height is computed by dividing the NAVD 88
 PH1054.geopotential number by the normal gravity value computed on the
 PH1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1054.degrees latitude (g = 980.6199 gals.).
 PH1054
 PH1054.The modeled gravity was interpolated from observed gravity values.
 PH1054
 PH1054;                    North         East    Units  Estimated Accuracy
 PH1054;SPC NY E     -   674,100.      105,670.      MT  (+/- 180 meters Scaled)
 PH1054
 PH1054                          SUPERSEDED SURVEY CONTROL
 PH1054
 PH1054  NGVD 29 (??/??/92)   82.073  (m)          269.27   (f) ADJ UNCH    1 0
 PH1054
 PH1054.Superseded values are not recommended for survey control.
 PH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1054.See file dsdata.txt to determine how the superseded data were derived.
 PH1054
 PH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ951720(NAD 83)
 PH1054_MARKER: Z = SEE DESCRIPTION
 PH1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1054_SP_SET: ROD
 PH1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1054
 PH1054  HISTORY     - Date     Condition        Report By
 PH1054  HISTORY     - UNK      MONUMENTED       USLS
 PH1054  HISTORY     - 1969     GOOD             USLS
 PH1054
 PH1054                          STATION DESCRIPTION
 PH1054
 PH1054'DESCRIBED BY US LAKE SURVEY 1969
 PH1054'8.0 MI NE FROM WADDINGTON.
 PH1054'IS IN ST. LAWRENCE COUNTY, NEW YORK, 8.0 MILES NORTHEAST OF
 PH1054'INTERSECTION OF HIGHWAYS 37 AND 345 IN WADDINGTON, 0.3 MILES SOUTHWEST
 PH1054'OF CENTERLINE OF MEIN ROAD ON THE SOUTHERLY SIDE OF HIGHWAY 37, AT THE
 PH1054'BRANNEN FARM, 48.0 FEET SOUTHEAST OF A POPLAR, 45.0 FEET SOUTHERLY OF
 PH1054'A POPLAR, 30.9 WEST OF NORTHEAST CORNER OF PORCH, 26.0 FEET NORTHEAST
 PH1054'OF NORTHWEST CORNER AND 1.6 FEET NORTH OF NORTHEAST CORNER OF BRANNEN
 PH1054'DWELLING, 1/4-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT
 PH1054'OVER THE TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1852 ***********************************************************************
 OE1852  DESIGNATION -  BRANTINGHAM
 OE1852  PID         -  OE1852
 OE1852  STATE/COUNTY-  NY/LEWIS
 OE1852  USGS QUAD   -  BRANTINGHAM (1980)
 OE1852
 OE1852                         *CURRENT SURVEY CONTROL
 OE1852  ___________________________________________________________________
 OE1852* NAD 83(1996)-  43 40 48.92750(N)    075 17 42.09613(W)     ADJUSTED  
 OE1852* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 OE1852  ___________________________________________________________________
 OE1852  LAPLACE CORR-           9.54  (seconds)                    DEFLEC99
 OE1852  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 OE1852
 OE1852  HORZ ORDER  -  FIRST
 OE1852
 OE1852.The horizontal coordinates were established by classical geodetic methods
 OE1852.and adjusted by the National Geodetic Survey in January 1999..
 OE1852
 OE1852.The orthometric height was scaled from a topographic map.
 OE1852
 OE1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1852
 OE1852.The geoid height was determined by GEOID03.
 OE1852
 OE1852;                    North         East     Units Scale Factor Converg.
 OE1852;SPC NY C     -   409,548.126   353,877.394   MT  1.00007018   +0 53 23.4
 OE1852;SPC NY C     - 1,343,659.14  1,161,012.75   sFT  1.00007018   +0 53 23.4
 OE1852;SPC NY E     -   538,547.733    85,898.802   MT  0.99995052   -0 32 56.7
 OE1852;SPC NY E     - 1,766,885.35    281,819.65   sFT  0.99995052   -0 32 56.7
 OE1852;UTM  18      - 4,836,403.042   476,219.835   MT  0.99960696   -0 12 13.5
 OE1852
 OE1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1852!SPC NY C     -   0.99994237  x   1.00007018  =   1.00001255
 OE1852!SPC NY E     -   0.99994237  x   0.99995052  =   0.99989289
 OE1852!UTM  18      -   0.99994237  x   0.99960696  =   0.99954935
 OE1852
 OE1852:                Primary Azimuth Mark                     Grid Az
 OE1852:SPC NY C     -  BRANTINGHAM AZ MK                        165 21 03.6
 OE1852:SPC NY E     -  BRANTINGHAM AZ MK                        166 47 23.7
 OE1852:UTM  18      -  BRANTINGHAM AZ MK                        166 26 40.5
 OE1852
 OE1852|---------------------------------------------------------------------|
 OE1852| PID    Reference Object                     Distance      Geod. Az  |
 OE1852|                                                           dddmmss.s |
 OE1852| CZ7524 BRANTINGHAM AZ MK                                  1661427.0 |
 OE1852| CZ7525 BRANTINGHAM RM 1                     32.907 METERS 17137     |
 OE1852| CZ7526 BRANTINGHAM RM 2                     28.742 METERS 29745     |
 OE1852|---------------------------------------------------------------------|
 OE1852
 OE1852                          SUPERSEDED SURVEY CONTROL
 OE1852
 OE1852  NAD 83(1986)-  43 40 48.93460(N)    075 17 42.09277(W) AD(       ) 1
 OE1852  NAD 27      -  43 40 48.67816(N)    075 17 43.46473(W) AD(       ) 1
 OE1852
 OE1852.Superseded values are not recommended for survey control.
 OE1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1852.See file dsdata.txt to determine how the superseded data were derived.
 OE1852
 OE1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP7622036403(NAD 83)
 OE1852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1852
 OE1852  HISTORY     - Date     Condition        Report By
 OE1852  HISTORY     - 1942     MONUMENTED       CGS
 OE1852
 OE1852                          STATION DESCRIPTION
 OE1852
 OE1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1852'STATION IS ABOUT 0.6 MILE S OF BRANTINGHAM, ON A HIGH GRASSY
 OE1852'HILL, ON LAND OWNED BY MRS. G. KARMER OF NEW YORK CITY.  IT IS
 OE1852'ABOUT 0.05 MILE W OF A N-S DIRT ROAD, 85 FEET SW OF A 30-INCH
 OE1852'PINE TREE, 52 FEET S OF A TRIANGULAR-BLAZED 30-INCH PINE TREE
 OE1852'AND 6.5 FEET SE OF A WHITE REFERENCE POST.  IT IS STAMPED
 OE1852'BRANTINGHAM 1942 AND PROJECTS ABOUT 4 INCHES.
 OE1852'
 OE1852'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1852'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1852'
 OE1852'REFERENCE MARK NO.1 IS S OF THE STATION, 15 FEET N OF A SMALL
 OE1852'PINE TREE AND 12 FEET W OF A SMALL PINE TREE.  IT IS STAMPED
 OE1852'BRANTINGHAM NO.1 1942 AND PROJECTS ABOUT 4 INCHES.
 OE1852'
 OE1852'REFERENCE MARK NO.2 IS W OF THE STATION, 12 FEET N OF AN
 OE1852'8-INCH PINE TREE.  IT IS STAMPED BRANTINGHAM NO.2 1942 AND
 OE1852'PROJECTS ABOUT 4 INCHES.
 OE1852'
 OE1852'THE AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION, ABOUT
 OE1852'100 YARDS E OF THE N-S DIRT ROAD, AT THE N EDGE OF A WOODS IN A
 OE1852'PASTURE FIELD, 2 FEET N OF AN E-W FENCE AND 3 FEET E OF A WHITE
 OE1852'REFERENCE POST.  IT IS STAMPED BRANTINGHAM 1942 AND PROJECTS
 OE1852'ABOUT 6 INCHES.
 OE1852'
 OE1852'TO REACH THE STATION FROM THE CROSSROADS IN BRANTINGHAM, GO
 OE1852'S ON A DIRT ROAD FOR 0.35 MILE TO A FORKS.  TAKE THE LEFT FORK
 OE1852'AND GO 0.3 MILE TO THE TOP OF A HILL.  TURN RIGHT THROUGH FENCE AND
 OE1852'GO 0.05 MILE ACROSS PASTURE TO TWO LARGE PINE TREES AND STATION.
 OE1852'
 OE1852'A 90-FOOT SIGNAL AT RIEBENNACHT IS VISIBLE AT 37 FEET.
 OE1852'
 OE1852'A 100-FOOT SIGNAL AT DUPPERT IS VISIBLE AT 77 FEET.
 OE1852'
 OE1852'A 90-FOOT SIGNAL AT GOMER IS VISIBLE AT 77 FEET.
 OE1852'
 OE1852'A 77-FOOT SIGNAL AT FLAT ROCK IS VISIBLE AT 64 FEET.
 OE1852'
 OE1852'A 100-FOOT SIGNAL AT BEACH HILL IS VISIBLE AT 90 FEET.
 OE1852'
 OE1852'A 90-FOOT SIGNAL AT NUMBER FOUR IS VISIBLE AT 90 FEET.
 OE1852'
 OE1852'A 100-FOOT SIGNAL AT HUBBARDS IS VISIBLE AT 37 FEET.
 OE1852'
 OE1852'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1717 ***********************************************************************
 PH1717  DESIGNATION -  BRASHER
 PH1717  PID         -  PH1717
 PH1717  STATE/COUNTY-  NY/ST LAWRENCE
 PH1717  USGS QUAD   -  NORTH LAWRENCE (1980)
 PH1717
 PH1717                         *CURRENT SURVEY CONTROL
 PH1717  ___________________________________________________________________
 PH1717* NAD 83(1996)-  44 51 40.38523(N)    074 44 14.09523(W)     ADJUSTED  
 PH1717* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 PH1717  ___________________________________________________________________
 PH1717  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 PH1717  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 PH1717
 PH1717  HORZ ORDER  -  SECOND
 PH1717
 PH1717.The horizontal coordinates were established by classical geodetic methods
 PH1717.and adjusted by the National Geodetic Survey in January 1999..
 PH1717
 PH1717.The orthometric height was scaled from a topographic map.
 PH1717
 PH1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1717
 PH1717.The geoid height was determined by GEOID03.
 PH1717
 PH1717;                    North         East     Units Scale Factor Converg.
 PH1717;SPC NY E     -   669,480.250   131,250.465   MT  0.99990432   -0 10 02.5
 PH1717;SPC NY E     - 2,196,453.12    430,610.90   sFT  0.99990432   -0 10 02.5
 PH1717;UTM  18      - 4,967,567.256   520,758.755   MT  0.99960530   +0 11 07.2
 PH1717
 PH1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1717!SPC NY E     -   0.99999037  x   0.99990432  =   0.99989469
 PH1717!UTM  18      -   0.99999037  x   0.99960530  =   0.99959567
 PH1717
 PH1717:                Primary Azimuth Mark                     Grid Az
 PH1717:SPC NY E     -  BRUSHTON                                 095 15 37.3
 PH1717:UTM  18      -  BRUSHTON                                 094 54 27.6
 PH1717
 PH1717|---------------------------------------------------------------------|
 PH1717| PID    Reference Object                     Distance      Geod. Az  |
 PH1717|                                                           dddmmss.s |
 PH1717| PH1716 BRUSHTON                            APPROX.17.6 KM 0950534.8 |
 PH1717| CZ7529 BRASHER RM 2                         37.935 METERS 12215     |
 PH1717| CZ7527 BRASHER AZ MK                                      2780926.7 |
 PH1717| PH1776 MASSENA CATHOLIC CHURCH SPIRE       APPROX.14.2 KM 3003956.2 |
 PH1717| PH1779 MASSENA ALCOA TALL STACK            APPROX.14.1 KM 3082501.8 |
 PH1717| PH1778 MASSENA ALCOA TANK                  APPROX.14.3 KM 3092109.3 |
 PH1717| PH1777 MASSENA ALCOA STACK SE              APPROX.14.4 KM 3092625.1 |
 PH1717| CZ7528 BRASHER RM 1                         36.582 METERS 35153     |
 PH1717|---------------------------------------------------------------------|
 PH1717
 PH1717                          SUPERSEDED SURVEY CONTROL
 PH1717
 PH1717  NAD 83(1986)-  44 51 40.39006(N)    074 44 14.09547(W) AD(       ) 2
 PH1717  NAD 27      -  44 51 40.21100(N)    074 44 15.39500(W) AD(       ) 2
 PH1717
 PH1717.Superseded values are not recommended for survey control.
 PH1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1717.See file dsdata.txt to determine how the superseded data were derived.
 PH1717
 PH1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2075967567(NAD 83)
 PH1717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1717
 PH1717  HISTORY     - Date     Condition        Report By
 PH1717  HISTORY     - 1942     MONUMENTED       CGS
 PH1717  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PH1717  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 PH1717  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1717
 PH1717                          STATION DESCRIPTION
 PH1717
 PH1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1717'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH OF BRASHER FALLS,
 PH1717'AND 9.0 MILES SOUTHEAST OF MASSENA, ON A ROUND TOP HILL, AND ON
 PH1717'THE STATE REFORESTRATION AREA.  IT IS 0.05 MILE SOUTH OF A
 PH1717'GRAVEL ROAD RUNNING THROUGH THE REFORESTRATION AREA, 30 FEET EAST
 PH1717'OF A DIM LANE RUNNING ACROSS THE RIDGE, AND 15 FEET WEST OF A
 PH1717'NORTH AND SOUTH FENCE LINE.  THE DISK IS STAMPED BRASHER 1942,
 PH1717'AND PROJECTS 4-INCHES.
 PH1717'
 PH1717'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION,
 PH1717'30 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, AND 15 FEET
 PH1717'SOUTHEAST OF A FIELD ROAD LEADING TO THE FIELD.  THE DISK IS
 PH1717'SET IN A BOULDER ABOUT 4 BY 6 FEET IN DIAMETER AND PROJECTS
 PH1717'3 FEET.  IT IS STAMPED BRASHER 1942.  TO REACH FROM THE
 PH1717'STATION.  GO NORTH TO GRAVEL ROAD.  TURN LEFT AND GO SOUTHWEST
 PH1717'ON GRAVEL ROAD FOR 0.4 MILE TO A DIM FIELD ROAD LEFT AND A
 PH1717'LARGE BOULDER, AND MARK AS DESCRIBED.
 PH1717'
 PH1717'REFERENCE MARK NO 1 IS NORTH OF THE STATION SET IN AN EAST
 PH1717'AND WEST FENCE LINE, 15 FEET EAST OF A SMALL APPLE TREE.  THE
 PH1717'DISK IS STAMPED BRASHER NO 1 1942, AND PROJECTS 4-INCHES.
 PH1717'
 PH1717'REFERENCE MARK NO 2 IS EAST SOUTHEAST OF THE STATION, SET IN
 PH1717'THE NORTHEAST AND SOUTHWEST FENCE LINE, IN THE EDGE OF THE
 PH1717'WOODS, AND ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 PH1717'STATION.  THE DISK IS STAMPED BRASHER NO 2, 1942, AND PROJECTS
 PH1717'6-INCHES.
 PH1717'
 PH1717'TO REACH THE STATION FROM ST REGIS RIVER BRIDGE IN BRASHER
 PH1717'FALLS.  GO EAST ON U.S. HIGHWAY NO 11 FOR 0.15 MILE TO A RIGHT
 PH1717'TURN IN NO 11.  CONTINUE STRAIGHT AHEAD ON MACADAM ROAD FOR
 PH1717'3.25 MILES TO A FORK.  BEAR RIGHT ON MACADAM ROAD AND GO
 PH1717'5.7 MILES TO A GRAVEL SIDE ROAD LEFT JUST BEFORE REACHING A
 PH1717'YELLOW HOUSE ON THE LEFT.  TURN LEFT AND GO WEST ON THE GRAVEL
 PH1717'ROAD FOR 2.85 MILES TO A DIM ROAD LEFT AND A TRIANGULAR BLAZED
 PH1717'APPLE TREE ON THE LEFT.  TURN LEFT ON DIM ROAD AND GO SOUTH
 PH1717'FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL ON THE LEFT AS
 PH1717'DESCRIBED.
 PH1717'
 PH1717'NOTE.  A 90 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 PH1717'
 PH1717'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH1717
 PH1717                          STATION RECOVERY (1957)
 PH1717
 PH1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 PH1717'THE STATION RECOVERED IS IN GOOD CONDITION.  THE DESCRIPTION
 PH1717'IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 PH1717'
 PH1717'THE STATION IS LOCATED 0.15 MI. S OF A GRAVEL ROAD RUNNING
 PH1717'THROUGH THE REFORESTATION AREA, INSTEAD OF 0.05 MI. S OF THIS
 PH1717'AREA.  THE FENCE MENTIONED IN THE DESCRIPTIONS FOR REFERENCE
 PH1717'MARK 1 AND STATION ARE NOW GONE.
 PH1717
 PH1717                          STATION RECOVERY (1974)
 PH1717
 PH1717'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 PH1717'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS ON LOW RISE
 PH1717'IN REFORESTED AREA AND VIEW IS COMPLETLY BLOCKED.  A 50 FOOT
 PH1717'TOWER WOULD BE REQUIRED.
 PH1717'
 PH1717'STATION MARK IS A STANDARD DISK STAMPED BRASHER 1942, SET IN A
 PH1717'10 INCH SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS
 PH1717'12.5 FEET WSW OF OLD WOODEN WITNESS POST AND 3 FEET ESE OF A
 PH1717'6 INCH PINE WITH A METAL WITNESS SIGN NAILED ONTO IT.
 PH1717'
 PH1717'RM NO.1 IS A STANDARD DISK STAMPED BRASHER NO 1 1942, SET IN A
 PH1717'12 INCH SQUARE, CONCRETE MONUMENT PROJECTING 8 INCHES.
 PH1717'
 PH1717'RM NO.2 IS A STANDARD DISK STAMPED BRASHER NO 2 1942, SET IN A
 PH1717'10 INCH SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS
 PH1717'ABOUT 10 FEET LOWER THAN STATION MARK.
 PH1717'
 PH1717'AZIMUTH MARK IS A STANDARD DISK STAMPED BRASHER 1942, CEMENTED
 PH1717'IN A DRILL HOLE IN A 4 X 6 FOOT BOULDER PROJECTING 3 FEET.  IT
 PH1717'IS IN EDGE OF TIMBER, 27 FEET SOUTH OF CENTER LINE OF GRAVEL
 PH1717'ROAD AND 18 FEET EAST OF DIM WOODS ROAD.  THE MARK IS NOT VISIBLE
 PH1717'FROM STATION.
 PH1717'
 PH1717'TO REACH STATION FROM JUNCTION IN NORTH LAWRENCE, WHERE
 PH1717'U.S. HIGHWAY 11 MAKES A 90 DEGREE BEND FROM EAST TO SOUTH, GO NORTH
 PH1717'ON MAIN MACADAM ROAD FOR 6.6 MILES.  TURN LEFT ON BUSH RD. AND
 PH1717'SOUTHWEST ON GRAVEL ROAD FOR 2.65 MILES TO T-ROAD LEFT.  CONTINUE
 PH1717'AHEAD FOR 0.3 MILE TO DIM WOODS ROAD LEFT.  STATION IS 0.15 MILE
 PH1717'SOUTH ON THIS DIM ROAD.
 PH1717
 PH1717                          STATION RECOVERY (1975)
 PH1717
 PH1717'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1717'BRASHER 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2365 ***********************************************************************
 MZ2365  DESIGNATION -  BRB
 MZ2365  PID         -  MZ2365
 MZ2365  STATE/COUNTY-  NY/SARATOGA
 MZ2365  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2365
 MZ2365                         *CURRENT SURVEY CONTROL
 MZ2365  ___________________________________________________________________
 MZ2365* NAD 83(1996)-  42 59 09.16319(N)    073 39 17.11450(W)     ADJUSTED  
 MZ2365* NAVD 88     -        91.7    (meters)     301.     (feet)  VERTCON   
 MZ2365  ___________________________________________________________________
 MZ2365  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 MZ2365  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 MZ2365
 MZ2365  HORZ ORDER  -  SECOND
 MZ2365
 MZ2365.The horizontal coordinates were established by classical geodetic methods
 MZ2365.and adjusted by the National Geodetic Survey in January 1999..
 MZ2365
 MZ2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2365
 MZ2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2365
 MZ2365.The geoid height was determined by GEOID03.
 MZ2365
 MZ2365;                    North         East     Units Scale Factor Converg.
 MZ2365;SPC NY E     -   461,450.006   218,931.243   MT  0.99995843   +0 34 34.8
 MZ2365;SPC NY E     - 1,513,940.56    718,276.92   sFT  0.99995843   +0 34 34.8
 MZ2365;UTM  18      - 4,760,124.588   609,674.615   MT  0.99974797   +0 55 02.3
 MZ2365
 MZ2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2365!SPC NY E     -   0.99999047  x   0.99995843  =   0.99994890
 MZ2365!UTM  18      -   0.99999047  x   0.99974797  =   0.99973844
 MZ2365
 MZ2365:                Primary Azimuth Mark                     Grid Az
 MZ2365:SPC NY E     -  BRB 2                                    106 20 03.0
 MZ2365:UTM  18      -  BRB 2                                    105 59 35.5
 MZ2365
 MZ2365|---------------------------------------------------------------------|
 MZ2365| PID    Reference Object                     Distance      Geod. Az  |
 MZ2365|                                                           dddmmss.s |
 MZ2365| DA3100 BRB 2                                              1065437.8 |
 MZ2365| DA3099 BRB 1                                              2691204.4 |
 MZ2365|---------------------------------------------------------------------|
 MZ2365
 MZ2365                          SUPERSEDED SURVEY CONTROL
 MZ2365
 MZ2365  NAD 83(1996)-  42 59 09.16552(N)    073 39 17.11546(W) AD(       ) 2
 MZ2365  NAD 83(1996)-  42 59 09.16584(N)    073 39 17.11557(W) AD(       ) 2
 MZ2365  NAD 83(1992)-  42 59 09.16645(N)    073 39 17.11531(W) AD(       ) 2
 MZ2365  NAD 83(1992)-  42 59 09.16668(N)    073 39 17.11542(W) AD(       ) 2
 MZ2365  NAD 83(1986)-  42 59 09.16751(N)    073 39 17.11448(W) AD(       ) 2
 MZ2365  NAD 27      -  42 59 08.89543(N)    073 39 18.69608(W) AD(       ) 2
 MZ2365  NGVD 29 (07/19/86)   91.9    (m)          302.     (f) VERT ANG       
 MZ2365
 MZ2365.Superseded values are not recommended for survey control.
 MZ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2365.See file dsdata.txt to determine how the superseded data were derived.
 MZ2365
 MZ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0967560125(NAD 83)
 MZ2365_MARKER: DD = SURVEY DISK
 MZ2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2365+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 MZ2365
 MZ2365  HISTORY     - Date     Condition        Report By
 MZ2365  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2365  HISTORY     - 20010711 GOOD             USPSQD
 MZ2365  HISTORY     - 20020715 GOOD             USPSQD
 MZ2365  HISTORY     - 20030812 GOOD             USPSQD
 MZ2365  HISTORY     - 20040812 GOOD             USPSQD
 MZ2365  HISTORY     - 20050813 GOOD             USPSQD
 MZ2365
 MZ2365                          STATION DESCRIPTION
 MZ2365
 MZ2365'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2365'THE STATION IS LOCATED 2.5 MILES NORTH OF STILLWATER, 3.5 MILES
 MZ2365'SOUTH OF QUAKER SPRINGS AND 8.5 MILES SOUTHWEST OF SCHUYLERVILLE
 MZ2365'IN THE TOWNSHIP OF STILLWATER.
 MZ2365'
 MZ2365'TO REACH THE STATION FROM THE T-INTERSECTION OF STATE HIGHWAY
 MZ2365'32 AND STATE HIGHWAY 423 GO EAST ON STATE HIGHWAYS 423
 MZ2365'AND 32 FOR 0.25 MILE TO AZIMUTH MARK, BRB-1 (SACGS), ON
 MZ2365'RIGHT.  CONTINUE EAST ON STATE HIGHWAYS 423 AND 32 FOR
 MZ2365'0.35 MILE TO STATION ON RIGHT.
 MZ2365'
 MZ2365'TO REACH AZIMUTH MARK, BRB-2 (SACGS), FROM THE STATION GO EAST
 MZ2365'ON STATE HIGHWAY 423 AND 32 FOR 0.25 MILE TO MARK ON LEFT.
 MZ2365'
 MZ2365'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2365'SURVEY STAMPED BRB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2365'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 MZ2365'THE GROUND.  IT IS LOCATED 132.0 FEET SOUTH OF THE SOUTH RANGE
 MZ2365'LINE OF A WHITE HOUSE ON THE NORTH SIDE OF STATE HIGHWAY 423
 MZ2365'AND 32, 97.7 FEET EAST OF POLE NYS E AND G 57, NYT 9,
 MZ2365'81.3 FEET NORTHWEST OF POLE NYS E AND G E256, NYT 8, BOTH ON
 MZ2365'THE SOUTH SIDE OF STATE HIGHWAY 423 AND 32 AND 20.5 FEET
 MZ2365'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 423 AND 32.  THE
 MZ2365'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2365'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2365'
 MZ2365'AZIMUTH MARK, BRB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2365'COUNTY GEODETIC SURVEY STAMPED BRB-1.  IT IS SET IN THE TOP OF A
 MZ2365'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2365'THE GROUND.  IT IS LOCATED 43.0 FEET SOUTHWEST OF POLE NYS E AND
 MZ2365'G E269 ON THE NORTH SIDE OF STATE HIGHWAY 423 AND 32,
 MZ2365'25.0 FEET WEST OF A CURVE SIGN, 26 FEET NORTH OF THE NORTH RANGE
 MZ2365'LINE OF A RED BARN, BOTH ON THE SOUTH SIDE OF STATE HIGHWAY
 MZ2365'423 AND 32 AND 14.6 FEET SOUTH OF THE CENTER LINE OF STATE
 MZ2365'HIGHWAY 423 AND 32.
 MZ2365'
 MZ2365'AZIMUTH MARK, BRB-2 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2365'GEODETIC SURVEY STAMPED BRB-2.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2365'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 MZ2365'GROUND.  IT IS LOCATED 125.2 FEET NORTHEAST OF POLE NYS E AND G
 MZ2365'251, NYT 3, 83.5 FEET NORTHWEST OF POLE NYS E AND G 250,
 MZ2365'NYT 3, BOTH ON THE SOUTH SIDE OF STATE HIGHWAY 423 AND 32,
 MZ2365'73.5 FEET NORTHWEST OF POLE NYS E AND G 250/S ON THE NORTH
 MZ2365'SIDE OF STATE HIGHWAY 423 AND 32 AND 19.0 FEET NORTH OF THE
 MZ2365'CENTERLINE OF STATE HIGHWAY 423 AND 32.
 MZ2365'
 MZ2365'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 MZ2365
 MZ2365                          STATION RECOVERY (2001)
 MZ2365
 MZ2365'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2365'RECOVERED IN GOOD CONDITION.
 MZ2365
 MZ2365                          STATION RECOVERY (2002)
 MZ2365
 MZ2365'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2365'RECOVERED IN GOOD CONDITION.
 MZ2365
 MZ2365                          STATION RECOVERY (2003)
 MZ2365
 MZ2365'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2365'RECOVERED IN GOOD CONDITION.
 MZ2365
 MZ2365                          STATION RECOVERY (2004)
 MZ2365
 MZ2365'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2365'RECOVERED IN GOOD CONDITION.
 MZ2365
 MZ2365                          STATION RECOVERY (2005)
 MZ2365
 MZ2365'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1011 ***********************************************************************
 NC1011  DESIGNATION -  BREAD LOAF
 NC1011  PID         -  NC1011
 NC1011  STATE/COUNTY-  NY/CATTARAUGUS
 NC1011  USGS QUAD   -  WEST VALLEY (1964)
 NC1011
 NC1011                         *CURRENT SURVEY CONTROL
 NC1011  ___________________________________________________________________
 NC1011* NAD 83(1996)-  42 28 09.41192(N)    078 35 30.51961(W)     ADJUSTED  
 NC1011* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 NC1011  ___________________________________________________________________
 NC1011  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 NC1011  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NC1011
 NC1011  HORZ ORDER  -  FIRST
 NC1011
 NC1011.The horizontal coordinates were established by classical geodetic methods
 NC1011.and adjusted by the National Geodetic Survey in January 1999..
 NC1011
 NC1011.The orthometric height was scaled from a topographic map.
 NC1011
 NC1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1011
 NC1011.The geoid height was determined by GEOID03.
 NC1011
 NC1011;                    North         East     Units Scale Factor Converg.
 NC1011;SPC NY W     -   274,217.475   349,302.847   MT  0.99993751   -0 00 20.6
 NC1011;SPC NY W     -   899,661.83  1,146,004.42   sFT  0.99993751   -0 00 20.6
 NC1011;UTM  17      - 4,704,692.121   697,973.648   MT  1.00008224   +1 37 35.5
 NC1011
 NC1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1011!SPC NY W     -   0.99991132  x   0.99993751  =   0.99984883
 NC1011!UTM  17      -   0.99991132  x   1.00008224  =   0.99999355
 NC1011
 NC1011|---------------------------------------------------------------------|
 NC1011| PID    Reference Object                     Distance      Geod. Az  |
 NC1011|                                                           dddmmss.s |
 NC1011| DE4939 BREAD LOAF RM 1                      61.550 METERS 02624     |
 NC1011| DE4940 BREAD LOAF RM 2                      66.240 METERS 08544     |
 NC1011| NC1244 TOWNSEND                            APPROX.13.1 KM 3164837.2 |
 NC1011|---------------------------------------------------------------------|
 NC1011
 NC1011                          SUPERSEDED SURVEY CONTROL
 NC1011
 NC1011  NAD 83(1986)-  42 28 09.41805(N)    078 35 30.51598(W) AD(       ) 1
 NC1011  NAD 27      -  42 28 09.19140(N)    078 35 31.43234(W) AD(       ) 1
 NC1011
 NC1011.Superseded values are not recommended for survey control.
 NC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1011.See file dsdata.txt to determine how the superseded data were derived.
 NC1011
 NC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9797404692(NAD 83)
 NC1011_MARKER: DS = TRIANGULATION STATION DISK
 NC1011_SETTING: 80 = SET IN A BOULDER
 NC1011_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NC1011
 NC1011  HISTORY     - Date     Condition        Report By
 NC1011  HISTORY     - 1929     MONUMENTED       CGS
 NC1011  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NC1011
 NC1011                          STATION DESCRIPTION
 NC1011
 NC1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC1011'STATION IS IN ASHFORD TOWNSHIP ON THE HIGHEST POINT OF BREAD LOAF
 NC1011'HILL ABOUT 5 MILES SE OF SPRINGVILLE ON LAND OWNED BY A
 NC1011'MR. O DONNELL OF BUFFALO.  THE HILL IS A DISTINCTIVE LANDMARK AND
 NC1011'IS EASILY FOUND, BY APPROACHING FROM THE S, TRUCK CAN BE DRIVEN
 NC1011'WITHIN ABOUT 400 YARDS OF THE STATION.  MARK PROJECTS 10 INCHES
 NC1011'ABOVE SURFACE OF THE GROUND.
 NC1011'
 NC1011'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 NC1011'IN A BOULDER.
 NC1011'
 NC1011'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 NC1011'HOLE IN BEDROCK.
 NC1011'
 NC1011'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A BOULDER.
 NC1011'
 NC1011'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 NC1011'BEDROCK.
 NC1011'
 NC1011'REFERENCE MARK NO.1 IS NE OF THE STATION ON THE N SHOULDER OF
 NC1011'HILLTOP AND EXTENDS 10 INCHES ABOVE SURFACE OF GROUND.
 NC1011'
 NC1011'REFERENCE MARK NO.2 IS E OF THE STATION ON THE S SHOULDER
 NC1011'OF HILLTOP AND PROJECTS 2 FEET ABOVE SURFACE OF GROUND.
 NC1011'
 NC1011'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 NC1011
 NC1011                          STATION RECOVERY (1965)
 NC1011
 NC1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EPM)
 NC1011'STATION SURFACE MARK WAS DESTROYED.  UNDERGROUND MARK WAS RECOVERED
 NC1011'IN GOOD CONDITION.  RM 2 WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS
 NC1011'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4388 ***********************************************************************
 LX4388  DESIGNATION -  BREAKNECK POINT 2 RESET
 LX4388  PID         -  LX4388
 LX4388  STATE/COUNTY-  NY/DUTCHESS
 LX4388  USGS QUAD   -  WEST POINT (1981)
 LX4388
 LX4388                         *CURRENT SURVEY CONTROL
 LX4388  ___________________________________________________________________
 LX4388* NAD 83(1996)-  41 26 32.31058(N)    073 58 41.86809(W)     ADJUSTED  
 LX4388* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX4388  ___________________________________________________________________
 LX4388  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 LX4388  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 LX4388
 LX4388  HORZ ORDER  -  THIRD
 LX4388
 LX4388.The horizontal coordinates were established by classical geodetic methods
 LX4388.and adjusted by the National Geodetic Survey in January 1999..
 LX4388
 LX4388.The orthometric height was scaled from a topographic map.
 LX4388
 LX4388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4388
 LX4388.The geoid height was determined by GEOID03.
 LX4388
 LX4388;                    North         East     Units Scale Factor Converg.
 LX4388;SPC NY E     -   289,795.996   193,594.580   MT  0.99992338   +0 20 43.1
 LX4388;SPC NY E     -   950,772.36    635,151.55   sFT  0.99992338   +0 20 43.1
 LX4388;UTM  18      - 4,588,363.092   585,350.394   MT  0.99968965   +0 40 34.6
 LX4388
 LX4388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4388!SPC NY E     -   1.00000263  x   0.99992338  =   0.99992601
 LX4388!UTM  18      -   1.00000263  x   0.99968965  =   0.99969228
 LX4388
 LX4388|---------------------------------------------------------------------|
 LX4388| PID    Reference Object                     Distance      Geod. Az  |
 LX4388|                                                           dddmmss.s |
 LX4388| CB3625 BREAKNECK POINT 2 RM 1                9.751 METERS 05937     |
 LX4388| CB3626 BREAKNECK POINT 2 RM 2                7.839 METERS 13747     |
 LX4388| LY2494 CORNWALL ON HUDSON BRICK CHIM       APPROX. 1.9 KM 2775726.9 |
 LX4388| LY2506 CORNWALL ON HUDSON PRESS            APPROX. 3.4 KM 2873809.7 |
 LX4388| LY2492 NEWBURGH EPIPHANY APOS COLL TR      APPROX. 7.1 KM 3042215.9 |
 LX4388| LY2503 NEWBURGH LARGE S GAS TANK           APPROX. 4.5 KM 3184849.6 |
 LX4388| LX4415 POLLELPEL ISLAND LIGHT              APPROX. 1.8 KM 3230809.1 |
 LX4388| LX4398 CASTLE                              APPROX. 1.7 KM 3313710.0 |
 LX4388|---------------------------------------------------------------------|
 LX4388
 LX4388                          SUPERSEDED SURVEY CONTROL
 LX4388
 LX4388  NAD 83(1986)-  41 26 32.31232(N)    073 58 41.87055(W) AD(       ) 3
 LX4388  NAD 27      -  41 26 31.97600(N)    073 58 43.36600(W) AD(       ) 3
 LX4388
 LX4388.Superseded values are not recommended for survey control.
 LX4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4388.See file dsdata.txt to determine how the superseded data were derived.
 LX4388
 LX4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8535088363(NAD 83)
 LX4388
 LX4388  HISTORY     - Date     Condition        Report By
 LX4388  HISTORY     - 1933     MONUMENTED       CGS
 LX4388  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4388  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LX4388
 LX4388                          STATION DESCRIPTION
 LX4388
 LX4388'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4388'RECOVERED STATION AND THREE CROSSES AS NOTED IN ORIGINAL
 LX4388'DESCRIPTION.  A NEW DESCRIPTION ACCOMPANIES THIS RECOVERY NOTE.
 LX4388'
 LX4388'STATION IS LOCATED ON THE E SIDE OF THE HUDSON RIVER ON THE W
 LX4388'EXTREMITY OF BREAKNECK RIDGE W OF THE RAILROAD TUNNEL AND 17
 LX4388'FEET E OF THE CLIFF ON THE FIRST FLAT SPOT ABOUT 150 FEET ABOVE
 LX4388'THE OLD ROAD ALONG THE RIVER BANK.  IT IS ABOUT 1/4 MILE S OF
 LX4388'STORM KING RAILROAD STATION.
 LX4388'
 LX4388'STATION ORIGINALLY MARKED BY DRILL HOLE WITH SURROUNDING
 LX4388'TRIANGLE ON A SMALL ROCK OUTCROP.  A STANDARD DISK WAS SET IN
 LX4388'CEMENT IN THIS HOLE STAMPED 1933.  CROSSES FOUND ALSO WERE USED
 LX4388'AS REFERENCE MARKS AND STANDARD DISKS SET IN DRILL HOLES IN TWO
 LX4388'OF THEM AS SHOWN ON SKETCH.
 LX4388
 LX4388                          STATION RECOVERY (1974)
 LX4388
 LX4388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LX4388'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 LX4388'CONDITION.  DISTANCES TO THE RMS CHECKED VERY CLOSELY.  ANGLE
 LX4388'TO RM 1 WAS FOUND TO BE 2 MIN 07 SEC LOWER THAN 1933, AND
 LX4388'ANGLE TO RM 2 IS 1 MIN 39 SEC LOWER.  THE ANGLE TO POLLELPEL
 LX4388'ISLAND LIGHT, 1933 (AZ. MARK) WAS FOUND TO BE 36 SECONDS LOWER
 LX4388'THAN 1933 ANGLE.  THE LIGHT STRUCTURE IS NOTICEABLY TILTED TO
 LX4388'THE NORTHWEST, SO HAS APPARENTLY SHIFTED OVER THE YEARS.
 LX4388'
 LX4388'STATION IS LOCATED ON EAST SIDE OF THE HUDSON RIVER, ON THE
 LX4388'SOUTHWEST TIP OF BREAKNECK RIDGE, ON OPEN ROCKY BLUFF OVER
 LX4388'RAILROAD TUNNEL.
 LX4388'
 LX4388'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 9D AND
 LX4388'U.S. HIGHWAY 84, GO SOUTH ON HIGHWAY 9D FOR 0.85 MILE TO TRAFFIC
 LX4388'LIGHT AT MAIN INTERSECTION IN BEACON.  CONTINUE SOUTH ON HIGHWAY
 LX4388'9D FOR 5.35 MILES TO RAILROAD TUNNEL ON RIGHT.  LEAVE THE HIGHWAY
 LX4388'AND GO SOUTH 100 YARDS ALONG RAILROAD TRACKS TO THE TUNNEL.  FROM
 LX4388'HERE WALK UP AROUND LEFT SIDE OF TUNNEL AND UP TO TOP OF BLUFF
 LX4388'AND STATION.
 LX4388'
 LX4388'STATION MARK IS A STANDARD DISK STAMPED BREAKNECK PT 2 1933,
 LX4388'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE PROJECTING 16 INCHES
 LX4388'ON THE WEST SIDE.  IT IS 18 FEET NORTHEAST FROM EDGE OF BLUFF,
 LX4388'50 FEET NORTHWEST OF A HIGHER ROCK PINNACLE, AND ABOUT 60 YARDS
 LX4388'SOUTH OF THE SOUTHEAST CORNER OF THE OLD PUMPING STATION
 LX4388'BUILDING.
 LX4388'
 LX4388'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BREAKNECK
 LX4388'PT 2 NO 1 1933, CEMENTED IN A DRILL HOLE IN THE 45-DEGREE, SLOPING
 LX4388'SOUTHWEST FACE OF A LARGE BOULDER PROJECTING 1 FOOT FROM GROUND.
 LX4388'IT IS ABOUT 3 FEET HIGHER THAN STATION MARK.
 LX4388'
 LX4388'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BREAKNECK
 LX4388'PT 2 NO 2 1933, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT
 LX4388'PROJECTS 30 INCHES FROM GROUND.  IT IS 10 FEET NORTHEAST FROM
 LX4388'EDGE OF BLUFF AND 2-1/2 FEET HIGHER THAN STATION MARK.
 LX4388'
 LX4388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4388'4 MILES SOUTH OF BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1562 ***********************************************************************
 NC1562  DESIGNATION -  BREAKWATER IWC
 NC1562  PID         -  NC1562
 NC1562  STATE/COUNTY-  NY/ERIE
 NC1562  USGS QUAD   -  BUFFALO NW (1965)
 NC1562
 NC1562                         *CURRENT SURVEY CONTROL
 NC1562  ___________________________________________________________________
 NC1562* NAD 83(1996)-  42 53 04.47247(N)    078 54 05.71681(W)     ADJUSTED  
 NC1562* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 NC1562  ___________________________________________________________________
 NC1562  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 NC1562  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 NC1562
 NC1562  HORZ ORDER  -  THIRD
 NC1562
 NC1562.The horizontal coordinates were established by classical geodetic methods
 NC1562.and adjusted by the National Geodetic Survey in January 1999..
 NC1562
 NC1562.The orthometric height was scaled from a topographic map.
 NC1562
 NC1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1562
 NC1562.The geoid height was determined by GEOID03.
 NC1562
 NC1562;                    North         East     Units Scale Factor Converg.
 NC1562;SPC NY W     -   320,397.294   324,002.298   MT  0.99994581   -0 12 59.7
 NC1562;SPC NY W     - 1,051,170.12  1,062,997.54   sFT  0.99994581   -0 12 59.7
 NC1562;UTM  17      - 4,750,133.217   671,360.802   MT  0.99996126   +1 25 42.1
 NC1562
 NC1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1562!SPC NY W     -   0.99997840  x   0.99994581  =   0.99992422
 NC1562!UTM  17      -   0.99997840  x   0.99996126  =   0.99993967
 NC1562
 NC1562:                Primary Azimuth Mark                     Grid Az
 NC1562:SPC NY W     -  BUFFALO NIA MOHAWK BLDG DOME             079 42 36.1
 NC1562:UTM  17      -  BUFFALO NIA MOHAWK BLDG DOME             078 03 54.3
 NC1562
 NC1562|---------------------------------------------------------------------|
 NC1562| PID    Reference Object                     Distance      Geod. Az  |
 NC1562|                                                           dddmmss.s |
 NC1562| NC1434 BUFFALO NIA MOHAWK BLDG DOME        APPROX. 2.4 KM 0792936.4 |
 NC1562| NC1547 BUFF NEW CITY HALL IBC              APPROX. 1.8 KM 0825419.1 |
 NC1562| NC1403 BUFFALO RAND BUILDING TOWER         APPROX. 2.3 KM 0854011.5 |
 NC1562| NC1625 BUFF CITY HALL 1875                 APPROX. 1.9 KM 0911301.3 |
 NC1562| NC1551 BUFF LIGHTHOUSE IBC                 APPROX. 1.2 KM 1271211.0 |
 NC1562| NC1556 BUFF BREAKWATER NORTH LT IBC        APPROX. 0.8 KM 1631333.5 |
 NC1562| NC1584 BUFF NEW INTAKE LT IBC              APPROX. 1.0 KM 2372209.8 |
 NC1562| NC1587 HORSESHOE REEF LT IBC               APPROX. 1.2 KM 2514046.0 |
 NC1562| NC1636 REF MON 35 12 IWC                   APPROX. 2.3 KM 3261709.8 |
 NC1562| NC1593 FT ERIE TANK IBC                    APPROX. 3.3 KM 3335750.1 |
 NC1562|---------------------------------------------------------------------|
 NC1562
 NC1562                          SUPERSEDED SURVEY CONTROL
 NC1562
 NC1562  NAD 83(1986)-  42 53 04.47864(N)    078 54 05.71403(W) AD(       ) 3
 NC1562  NAD 27      -  42 53 04.27200(N)    078 54 06.56900(W) AD(       ) 3
 NC1562
 NC1562.Superseded values are not recommended for survey control.
 NC1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1562.See file dsdata.txt to determine how the superseded data were derived.
 NC1562
 NC1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7136150133(NAD 83)
 NC1562_MARKER: B = BOLT
 NC1562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1562+STABILITY: SURFACE MOTION
 NC1562
 NC1562  HISTORY     - Date     Condition        Report By
 NC1562  HISTORY     - 1909     MONUMENTED       IWC
 NC1562  HISTORY     - 1941     GOOD             IBC
 NC1562
 NC1562                          STATION DESCRIPTION
 NC1562
 NC1562'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1562'AT THE ENTRANCE TO BUFFALO HARBOR, ON THE NORTH END OF NORTH
 NC1562'BREAKWATER, 9 FEET FROM THE NORTHEAST CORNER AND 7 FEET FROM THE FACE
 NC1562'OF THE WALL.
 NC1562'
 NC1562'STATION MARK, A 3/8-INCH BRASS BOLT SET IN THE BOTTOM OF A HOLE 2
 NC1562'INCHES IN DIAMETER AND 1/2 INCH DEEP IN THE CONCRETE.
 NC1562
 NC1562                          STATION RECOVERY (1941)
 NC1562
 NC1562'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1562'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1407 ***********************************************************************
 OD1407  DESIGNATION -  BREEDS RESET
 OD1407  PID         -  OD1407
 OD1407  STATE/COUNTY-  NY/ESSEX
 OD1407  USGS QUAD   -  CROWN POINT (1950)
 OD1407
 OD1407                         *CURRENT SURVEY CONTROL
 OD1407  ___________________________________________________________________
 OD1407* NAD 83(1996)-  43 55 19.19676(N)    073 25 41.58049(W)     ADJUSTED  
 OD1407* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 OD1407  ___________________________________________________________________
 OD1407  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 OD1407  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 OD1407
 OD1407  HORZ ORDER  -  SECOND
 OD1407
 OD1407.The horizontal coordinates were established by classical geodetic methods
 OD1407.and adjusted by the National Geodetic Survey in January 1999..
 OD1407
 OD1407.The orthometric height was scaled from a topographic map.
 OD1407
 OD1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1407
 OD1407.The geoid height was determined by GEOID03.
 OD1407
 OD1407;                    North         East     Units Scale Factor Converg.
 OD1407;SPC NY E     -   565,655.833   236,067.780   MT  0.99999108   +0 44 36.7
 OD1407;SPC NY E     - 1,855,822.51    774,499.04   sFT  0.99999108   +0 44 36.7
 OD1407;SPC VT       -   158,392.858   425,456.332   MT  1.00003260   -0 38 38.1
 OD1407;UTM  18      - 4,864,410.258   626,181.918   MT  0.99979583   +1 05 25.6
 OD1407
 OD1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1407!SPC NY E     -   0.99996020  x   0.99999108  =   0.99995128
 OD1407!SPC VT       -   0.99996020  x   1.00003260  =   0.99999280
 OD1407!UTM  18      -   0.99996020  x   0.99979583  =   0.99975604
 OD1407
 OD1407:                Primary Azimuth Mark                     Grid Az
 OD1407:SPC NY E     -  SNAKE MOUNTAIN AIRWAY BEACON             035 06 02.9
 OD1407:SPC VT       -  SNAKE MOUNTAIN AIRWAY BEACON             036 29 17.7
 OD1407:UTM  18      -  SNAKE MOUNTAIN AIRWAY BEACON             034 45 14.0
 OD1407
 OD1407|---------------------------------------------------------------------|
 OD1407| PID    Reference Object                     Distance      Geod. Az  |
 OD1407|                                                           dddmmss.s |
 OD1407| PG2002 SNAKE MOUNTAIN AIRWAY BEACON        APPROX.20.3 KM 0355039.6 |
 OD1407| OD1347 WEST CORNWALL BAPTIST SPIRE         APPROX.15.8 KM 0804353.8 |
 OD1407| DA3101 BREEDS AZ MK                                       1120942.7 |
 OD1407| OD1406 AIRWAY BEACON 22                    APPROX. 4.8 KM 1493934.7 |
 OD1407| DA3102 BREEDS RM 1                           9.655 METERS 16716     |
 OD1407| OD1404 AIRWAY BEACON 21                    APPROX.10.7 KM 1724628.3 |
 OD1407|---------------------------------------------------------------------|
 OD1407
 OD1407                          SUPERSEDED SURVEY CONTROL
 OD1407
 OD1407  NAD 83(1996)-  43 55 19.19688(N)    073 25 41.58053(W) AD(       ) 2
 OD1407  NAD 83(1992)-  43 55 19.19534(N)    073 25 41.57986(W) AD(       ) 2
 OD1407  NAD 83(1986)-  43 55 19.20553(N)    073 25 41.58638(W) AD(       ) 2
 OD1407  NAD 27      -  43 55 18.99700(N)    073 25 43.14800(W) AD(       ) 2
 OD1407
 OD1407.Superseded values are not recommended for survey control.
 OD1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1407.See file dsdata.txt to determine how the superseded data were derived.
 OD1407
 OD1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2618264410(NAD 83)
 OD1407_MARKER: H = DRILL HOLE
 OD1407_SETTING: 66 = SET IN ROCK OUTCROP
 OD1407_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OD1407
 OD1407  HISTORY     - Date     Condition        Report By
 OD1407  HISTORY     - 1872     MONUMENTED       USLS
 OD1407  HISTORY     - 1943     GOOD             CGS
 OD1407  HISTORY     - 1978     GOOD             NGS
 OD1407
 OD1407                          STATION DESCRIPTION
 OD1407
 OD1407'DESCRIBED BY US LAKE SURVEY 1872 (REH)
 OD1407'THE STATION IS IN THE TOWNSHIP OF CROWN POINT NEAR ITS SE LIMIT AND
 OD1407'IS ON THE EASTERN SPUR OF BREEDS HILL, ABOUT 100 YARDS FROM THE
 OD1407'HIGHEST PART, A GOOD RUN N AND S CAN BE HAD FROM THE POINT.
 OD1407'
 OD1407'THE STATION IS LOCATED ON A LEDGE AND IS MARKED BY A DRILL HOLE
 OD1407'AROUND WHICH IS CUT A TRIANGLE, OVER WHICH ARE PILED SEVERAL LARGE
 OD1407'STONES.  A TRIPOD SIGNAL 25 FEET HIGH STANDS OVER THE POINT.  ACCESS
 OD1407'TO THE POINT IS BEST FROM THE WESTERN SIDE OF THE HILL, A WAGON ROAD
 OD1407'LEADS NEARLY TO THE TOP.  STATION IS ON THE LAND OF MR. BREED, WHO
 OD1407'LIVES ON THE ROAD LEADING FROM THE VILLAGE TO TOP OF HILL.  A
 OD1407'GUIDE WILL BE FOUND DESIREABLE IN REACHING THE POINT.
 OD1407
 OD1407                          STATION RECOVERY (1943)
 OD1407
 OD1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1407'STATION RECOVERED AND FOUND AS DESCRIBED.
 OD1407'
 OD1407'A STANDARD USC AND GS STATION DISK WAS SET TO MARK THE STATION AND AN
 OD1407'AZIMUTH MARK WAS ESTABLISHED.  DESCRIPTION FOLLOWS--
 OD1407'
 OD1407'STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE TOWN OF CROWN POINT
 OD1407'ON HE NORTHEAST END OF DIBBLE MT. AND ABOUT 100 YARDS NORTHEAST OF
 OD1407'THE HIGHEST POINT.  IT IS STAMPED BREEDS USLS 1872 1943.
 OD1407'
 OD1407'RM NO 1 IS SOUTH OF THE STATION.  IT IS A USLS REFERENCE MARK DISK
 OD1407'SET IN A DRILL HOLE IN BEDROCK AND IS STAMPED 1.
 OD1407'
 OD1407'RM NO 2 IS WEST OF THE STATION.  IT IS A USLS REFERENCE MARK DISK SET
 OD1407'IN A DRILL HOLE IN BEDROCK AND IS STAMPED 2.
 OD1407'
 OD1407'THE AZIMUTH MARK IS EAST OF THE STATION NEAR THE LAKE SHORE, 50 PACES
 OD1407'NORTHWEST OF A LARGE LONE OAK TREE, 30 PACES WEST OF AN 18-INCH ELM
 OD1407'TREE AND 10 INCHES SOUTH OF A WIRE FENCE.  IT IS STAMPED BREEDS
 OD1407'USLS 1943 AND PROJECTS 8 INCHES.
 OD1407'
 OD1407'TO REACH THE STATION FROM THE CITY HALL IN CROWN POINT, GO SOUTH ON
 OD1407'STATE HIGHWAYS NO 22 AND 9N FOR 1.7 MILES TO THE NIGHTINGALE LUNCH
 OD1407'ROOM ON THE RIGHT, CONTINUE AHEAD FOR 0.8 MILES TO A YELLOW FARM
 OD1407'HOUSE ON THE RIGHT, THEN CONTINUE AHEAD FOR 0.3 MILES TO A SMALL
 OD1407'MEADOW ON THE RIGHT.* END OF TRUCK TRAVEL.  PACK WEST ACROSS
 OD1407'MEADOW THEN FOLLOW AN OLD WAGON TRAIL THROUGH HEAVY TIMBER TO S POLE
 OD1407'GATE (JUST AFTER PASSING A POWER LINE), THEN BEAR WEST ALONG A
 OD1407'WIRE FENCE FOR ABOUT 100 YARDS TO ANOTHER POLE GATE, THEN FOLLOW A
 OD1407'BLAZED TRAIL NORTH AND WEST TO THE STATION.  1 HOUR PACK.
 OD1407'
 OD1407'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 OD1407'HIGHWAY FOR 0.2 MILE TO A FARM HOUSE ON THE LEFT, THEN FOLLOW A
 OD1407'ROAD THAT LEADS AROUND THE FARMHOUSE (EAST) AND ACROSS AN OVERPASS
 OD1407'FOR 0.4 MILE THEN TURN LEFT (NORTH) AND ACROSS A MEADOW FOR 0.3 MILE
 OD1407'TO A WIRE ENCE AND THE MARK JUST SOUTH OF THE FENCE LINE.
 OD1407'
 OD1407'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OD1407
 OD1407                          STATION RECOVERY (1978)
 OD1407
 OD1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OD1407'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OD1407'CONDITION.  THE STATION MARK MAY HAVE BEEN RESET IN 1972 AS THAT DATE
 OD1407'IS NOW ON THE DISK.  THE AZIMUTH MARK WAS NOT RECOVERED.  A FILTRATION
 OD1407'PLANT IS BEING CONSTRUCTED IN THE AREA WHERE THE MARK WAS AND IT IS
 OD1407'PROBABLY DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 OD1407'
 OD1407'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF CROWN POINT, ON THE
 OD1407'NORTHEAST END OF DIBBLE MOUNTAIN AND ABOUT 100 YARDS NORTHEAST OF THE
 OD1407'HIGHEST POINT OF RIDGE.
 OD1407'
 OD1407'TO REACH THE STATION FROM THE POST OFFICE IN CROWN POINT, GO SOUTH ON
 OD1407'STATE HIGHWAYS 22 AND 9N FOR 2.35 MILES TO A PAVED DRIVEWAY ON THE
 OD1407'RIGHT AND THE END OF TRUCK TRAVEL.  PACK WEST ACROSS A CLEARED FIELD
 OD1407'FOR 75 YARDS TO EDGE OF WOODS.  PACK WEST UP STEEP RIDGE FOR ABOUT ONE
 OD1407'HOUR TO THE TOP OF RIDGE AND THE STATION.
 OD1407'
 OD1407'THE STATION MARK STAMPED---BREEDS USLS 1943 1972---IS A STANDARD DISK
 OD1407'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 22 FEET NORTHEAST OF
 OD1407'A MULTIPLE TRUNKED TREE AND 2 FEET SOUTHEAST OF A 3-FEET HIGH CAIRN.
 OD1407'
 OD1407'REFERENCE MARK 1 STAMPED---1---IS A U.S. LAKE SURVEY DISK CEMENTED IN
 OD1407'A DRILL HOLE IN ROCK OUTCROP.  IT IS 21 FEET SOUTHEAST OF THE TREE AND
 OD1407'24 FEET SOUTH OF THE CAIRN.
 OD1407'
 OD1407'REFERENCE MARK 2 STAMPED---2---IS A U.S. LAKE SURVEY DISK CEMENTED IN
 OD1407'A DRILL HOLE IN ROCK OUTCROP.  IT IS 26 FEET NORTHWEST OF THE TREE AND
 OD1407'30 FEET WEST OF THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0482 ***********************************************************************
 OG0482  DESIGNATION -  BREEZE
 OG0482  PID         -  OG0482
 OG0482  STATE/COUNTY-  NY/ORLEANS
 OG0482  USGS QUAD   -  KENT (1978)
 OG0482
 OG0482                         *CURRENT SURVEY CONTROL
 OG0482  ___________________________________________________________________
 OG0482* NAD 83(1996)-  43 22 18.65231(N)    078 11 28.31848(W)     ADJUSTED  
 OG0482* NAVD 88     -        77.2    (meters)     253.     (feet)  VERTCON   
 OG0482  ___________________________________________________________________
 OG0482  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OG0482  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OG0482
 OG0482  HORZ ORDER  -  SECOND
 OG0482
 OG0482.The horizontal coordinates were established by classical geodetic methods
 OG0482.and adjusted by the National Geodetic Survey in January 1999..
 OG0482
 OG0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0482
 OG0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0482
 OG0482.The geoid height was determined by GEOID03.
 OG0482
 OG0482;                    North         East     Units Scale Factor Converg.
 OG0482;SPC NY W     -   374,553.074   381,779.501   MT  0.99994992   +0 16 09.5
 OG0482;SPC NY W     - 1,228,846.21  1,252,554.91   sFT  0.99994992   +0 16 09.5
 OG0482;UTM  17      - 4,805,941.270   727,560.598   MT  1.00023704   +1 55 47.0
 OG0482
 OG0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0482!SPC NY W     -   0.99999352  x   0.99994992  =   0.99994344
 OG0482!UTM  17      -   0.99999352  x   1.00023704  =   1.00023056
 OG0482
 OG0482:                Primary Azimuth Mark                     Grid Az
 OG0482:SPC NY W     -  BRIGHTON                                 084 03 20.8
 OG0482:UTM  17      -  BRIGHTON                                 082 23 43.3
 OG0482
 OG0482|---------------------------------------------------------------------|
 OG0482| PID    Reference Object                     Distance      Geod. Az  |
 OG0482|                                                           dddmmss.s |
 OG0482| OG0481 BRIGHTON                            APPROX. 2.4 KM 0841930.3 |
 OG0482| DE4941 BREEZE RM 1                           8.706 METERS 17621     |
 OG0482| OG0483 600 USE                               2.491 METERS 20717     |
 OG0482| DE4942 BREEZE RM 2                           8.713 METERS 25201     |
 OG0482| OG0485 BREEZE 2                             39.935 METERS 30807     |
 OG0482| OG0484 BREEZE LSC 1972 ECC                  41.259 METERS 32206     |
 OG0482|---------------------------------------------------------------------|
 OG0482
 OG0482                          SUPERSEDED SURVEY CONTROL
 OG0482
 OG0482  NAD 83(1986)-  43 22 18.65897(N)    078 11 28.31648(W) AD(       ) 2
 OG0482  NAD 27      -  43 22 18.45288(N)    078 11 29.25281(W) AD(       ) 2
 OG0482  NGVD 29 (07/19/86)   77.4    (m)          254.     (f) VERT ANG       
 OG0482
 OG0482.Superseded values are not recommended for survey control.
 OG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0482.See file dsdata.txt to determine how the superseded data were derived.
 OG0482
 OG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2756105941(NAD 83)
 OG0482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0482
 OG0482  HISTORY     - Date     Condition        Report By
 OG0482  HISTORY     - 1972     MONUMENTED       USLS
 OG0482  HISTORY     - 1979     GOOD             NGS
 OG0482  HISTORY     - 19941015 MARK NOT FOUND   USPSQD
 OG0482
 OG0482                          STATION DESCRIPTION
 OG0482
 OG0482'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OG0482'STATION IS LOCATED 9 MILES NORTH OF ALBION IN THE COMMUNITY OF
 OG0482'POINT BREEZE ON THE EASTERN BANK OF THE OAK ORCHARD RIVER NEAR THE
 OG0482'HARBOR ENTRANCE ON LAKE ONTARIO.  ON STATE OWNED PROPERTY.
 OG0482'
 OG0482'TO REACH THE STATION FROM THE POINT BREEZE EXIT OF THE LAKE
 OG0482'ONTARIO STATE PARKWAY, PROCEED NORTH 0.5 MILES ON POINT BREEZE
 OG0482'ROAD TO LAKESHORE ROAD.  CONTINUE NORTH THROUGH THE VILLAGE OF
 OG0482'POINT BREEZE FOR 0.1 MILES--BEAR LEFT ALONG THE MAIN ROAD FOR 0.05
 OG0482'MILES TO THE LAKELAND HOTEL PARKING LOT ON RIGHT AND
 OG0482'VICINITY OF STATION.
 OG0482'
 OG0482'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 OG0482'
 OG0482'STATION MARK, STAMPED BREEZE LSC 1972 AND SET 2 IN BELOW THE
 OG0482'GROUND SURFACE, IS 52.8 FEET WEST OF THE NORTHWEST CORNER OF THE
 OG0482'LAKELAND HOTEL, 31.5 FEET WEST OF A 3 IN MAPLE AND ABOUT 40 FEET
 OG0482'SOUTH OF THE WATERS EDGE.
 OG0482'
 OG0482'REFERENCE MARK NO. 1, STAMPED BREEZE LSC NO 1 1972 AND SET FLUSH
 OG0482'WITH THE GROUND SURFACE, IS 54.2 FEET WNW OF THE SOUTHWEST CORNER
 OG0482'OF THE LAKELAND HOTEL, ON THE NORTH-SOUTH STATE/PRIVATE PROPERTY
 OG0482'LINE AND ON LINE WITH A UTILITY POLE AND THE STATION MARK.
 OG0482'
 OG0482'REFERENCE MARK NO. 2, STAMPED BREEZE LSC NO 2 1972 AND SET FLUSH
 OG0482'WITH THE GROUND SURFACE, IS 44.0 FEET SOUTH OF A UTILITY POLE WITH A
 OG0482'RED HARBOR LIGHT FIXED ATOP.
 OG0482'
 OG0482'NO AZIMUTH MARK SET AT THIS STATION (BRIGHTON (LSC) VISIBLE FROM
 OG0482'THE GROUND).
 OG0482'
 OG0482'HEIGHT OF LIGHT ABOVE STATION MARK 1.66 METERS.
 OG0482
 OG0482                          STATION RECOVERY (1979)
 OG0482
 OG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OG0482'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 OG0482'AND 2 HAD BEEN DESTROYED.  THE STATION MARK WAS IN THE WAY OF
 OG0482'CONSTRUCTION WORK SO BREEZE LSC 2 WAS ESTABLISHED AT THIS TIME.  THERE
 OG0482'IS A POSSIBILITY THE MARK MAY NOT BE DISTURBED SO THE MARK WAS LEFT
 OG0482'IN PLACE AT THIS TIME.  SEE THE DESCRIPTION FOR BREEZE LSC 2.
 OG0482
 OG0482                          STATION RECOVERY (1994)
 OG0482
 OG0482'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1910 ***********************************************************************
 OF1910  DESIGNATION -  BREEZE
 OF1910  PID         -  OF1910
 OF1910  STATE/COUNTY-  NY/MONROE
 OF1910  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1910
 OF1910                         *CURRENT SURVEY CONTROL
 OF1910  ___________________________________________________________________
 OF1910* NAD 83(1996)-  43 13 03.62213(N)    077 32 43.28801(W)     ADJUSTED  
 OF1910* NAVD 88     -       123.6    (meters)     406.     (feet)  VERTCON   
 OF1910  ___________________________________________________________________
 OF1910  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OF1910  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OF1910
 OF1910  HORZ ORDER  -  FIRST
 OF1910
 OF1910.The horizontal coordinates were established by classical geodetic methods
 OF1910.and adjusted by the National Geodetic Survey in January 1999..
 OF1910
 OF1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1910
 OF1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1910
 OF1910.The geoid height was determined by GEOID03.
 OF1910
 OF1910;                    North         East     Units Scale Factor Converg.
 OF1910;SPC NY W     -   357,873.971   434,333.171   MT  1.00002496   +0 42 38.9
 OF1910;SPC NY W     - 1,174,124.85  1,424,974.75   sFT  1.00002496   +0 42 38.9
 OF1910;UTM  18      - 4,788,133.112   293,261.612   MT  1.00012580   -1 44 37.0
 OF1910
 OF1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1910!SPC NY W     -   0.99998623  x   1.00002496  =   1.00001119
 OF1910!UTM  18      -   0.99998623  x   1.00012580  =   1.00011203
 OF1910
 OF1910:                Primary Azimuth Mark                     Grid Az
 OF1910:SPC NY W     -  BREEZE AZ MK 1969                        002 15 08.6
 OF1910:UTM  18      -  BREEZE AZ MK 1969                        004 42 24.5
 OF1910
 OF1910|---------------------------------------------------------------------|
 OF1910| PID    Reference Object                     Distance      Geod. Az  |
 OF1910|                                                           dddmmss.s |
 OF1910| OF1909 BREEZE AZ MK 1969                   APPROX. 0.9 KM 0025747.5 |
 OF1910| OF1899 WEST WEBSTER STANDPIPE              APPROX. 1.3 KM 0960249.8 |
 OF1910| OF1911 SEA BREEZE MUN TANK                  61.387 METERS 18908     |
 OF1910| OF1940 140 2 MCGS 1969                     360.776 METERS 21644     |
 OF1910| CZ4122 BREEZE RM 2                          21.810 METERS 22752     |
 OF1910| OF1878 IRONDEQUOIT TOWN HALL DOME          APPROX. 3.0 KM 2573509.1 |
 OF1910| CZ4121 BREEZE RM 1                          23.143 METERS 35308     |
 OF1910|---------------------------------------------------------------------|
 OF1910
 OF1910                          SUPERSEDED SURVEY CONTROL
 OF1910
 OF1910  NAD 83(1986)-  43 13 03.62982(N)    077 32 43.28752(W) AD(       ) 1
 OF1910  NAD 27      -  43 13 03.40529(N)    077 32 44.28998(W) AD(       ) 1
 OF1910  NGVD 29 (07/19/86)  123.8    (m)          406.     (f) VERT ANG       
 OF1910
 OF1910.Superseded values are not recommended for survey control.
 OF1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1910.See file dsdata.txt to determine how the superseded data were derived.
 OF1910
 OF1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9326288133(NAD 83)
 OF1910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1910+STABILITY: SURFACE MOTION
 OF1910
 OF1910  HISTORY     - Date     Condition        Report By
 OF1910  HISTORY     - 1969     MONUMENTED       CGS
 OF1910  HISTORY     - 1970     GOOD             NY-055
 OF1910  HISTORY     - 1977     GOOD             NY-055
 OF1910  HISTORY     - 1987     GOOD             NOS
 OF1910  HISTORY     - 19950329 GOOD             USPSQD
 OF1910  HISTORY     - 20020120 GOOD             USPSQD
 OF1910
 OF1910                          STATION DESCRIPTION
 OF1910
 OF1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF1910'STATION IS LOCATED ABOUT 6-1/4 MILES WEST OF WEBSTER, 5-3/4
 OF1910'MILES NORTHEAST OF DOWNTOWN ROCHESTER, 1-1/4 MILES SOUTH OF LAKE
 OF1910'ONTARIO, 1/4 MILE WEST OF IRONDEQUOIT BAY, 300 FEET NORTH OF THE
 OF1910'SEA BREEZE MUNICIPAL WATER TANK AND ON PROPERTY OWNED BY THE SEA
 OF1910'BREEZE AND VICINITY WATER DISTRICT.
 OF1910'
 OF1910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 104, STATE
 OF1910'HIGHWAY 18, NORTH GOODMAN STREET AND KINGS HIGHWAY, GO NORTH ON
 OF1910'KINGS HIGHWAY FOR 0.85 MILE TO TITUS AVENUE.  TURN RIGHT AND GO
 OF1910'EAST ON TITUS AVENUE FOR 1.5 MILE TO THE SEA BREEZE
 OF1910'EXPRESSWAY.  TURN LEFT AND GO NORTH ON SEA BREEZE EXPRESSWAY FOR
 OF1910'0.5 MILE TO STATION ON RIGHT JUST AFTER PASSING THE SEA BREEZE
 OF1910'MUNICIPAL WATER TANK.
 OF1910'
 OF1910'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF1910'
 OF1910'STATION MARK, STAMPED BREEZE 1969 IS FLUSH WITH THE GROUND
 OF1910'SURFACE.  IT IS 96 FEET SOUTH OF POWER POLE T 48, 62 FEET SOUTHEAST
 OF1910'OF CENTER OF THE NORTH BOUND LANE OF THE EXPRESSWAY, 59
 OF1910'FEET NORTH-NORTHEAST OF THE CORNER OF A 7 FOOT MESH WIRE FENCE
 OF1910'AROUND THE WATER WORKS AND 53 FEET NORTHEAST OF POWER POLE T 47.
 OF1910'
 OF1910'RM 1, STAMPED BREEZE NO 1 1969 IS SET FLUSH WITH THE GROUND
 OF1910'SURFACE.  IT IS 29 FEET SOUTHEAST OF CENTER OF THE NORTH BOUND
 OF1910'LANE OF THE EXPRESSWAY, 23 FEET SOUTHWEST OF POWER POLE T 48
 OF1910'AND 4 FEET SOUTHEAST OF CENTER OF A SIDEWALK.
 OF1910'
 OF1910'RM 2, STAMPED BREEZE NO 2 1969 IS SET FLUSH WITH THE GROUND
 OF1910'SURFACE.  IT IS 35.5 FEET WEST-NORTHWEST OF THE FENCE CORNER, 29
 OF1910'FEET SOUTHEAST OF CENTER OF THE NORTH BOUND LANE OF THE EXPRESSWAY,
 OF1910'19 FEET SOUTHWEST OF POWER POLE T 47 AND 4 FEET SOUTHEAST
 OF1910'OF CENTER OF THE SIDEWALK.
 OF1910'
 OF1910'AZ MK, STAMPED BREEZE 1969 IS SET FLUSH WITH THE GROUND
 OF1910'SURFACE.  IT IS 64 FEET NORTHWEST OF POWER POLE 71A, 59 FEET
 OF1910'SOUTHEAST OF A 24 INCH TREE, 19 FEET EAST OF THE SOUTH BOUND
 OF1910'LANE OF THE EXPRESSWAY AND 20.5 FEET WEST OF CENTER OF THE
 OF1910'NORTH BOUND LANE OF THE EXPRESSWAY.
 OF1910'
 OF1910'TO REACH THE AZ MK FROM THE STATION, GO NORTH ON THE SEA
 OF1910'BREEZE EXPRESSWAY FOR 0.55 MILE TO THE MARK ON LEFT IN A GRASSY
 OF1910'MEDIAN AS DESCRIBED.
 OF1910'
 OF1910'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OF1910
 OF1910                          STATION RECOVERY (1970)
 OF1910
 OF1910'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1970 (JEG)
 OF1910'1969 DESCRIPTION ADEQUATE.
 OF1910
 OF1910                          STATION RECOVERY (1977)
 OF1910
 OF1910'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1910'BREEZE RECOVERED IN GOOD CONDITION
 OF1910
 OF1910                          STATION RECOVERY (1987)
 OF1910
 OF1910'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 OF1910'THE STATION WAS RECOVERED AT THIS DATE.
 OF1910'THE AZIMUTH MARK WAS ALSO RECOVERED AT THIS TIME IN GOOD CONDITION.
 OF1910'
 OF1910'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 OF1910'RECOVERED BY A EBADIRAD.
 OF1910
 OF1910                          STATION RECOVERY (1995)
 OF1910
 OF1910'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1910'RECOVERED IN GOOD CONDITION.
 OF1910
 OF1910                          STATION RECOVERY (2002)
 OF1910
 OF1910'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0485 ***********************************************************************
 OG0485  DESIGNATION -  BREEZE 2
 OG0485  PID         -  OG0485
 OG0485  STATE/COUNTY-  NY/ORLEANS
 OG0485  USGS QUAD   -  KENT (1978)
 OG0485
 OG0485                         *CURRENT SURVEY CONTROL
 OG0485  ___________________________________________________________________
 OG0485* NAD 83(1996)-  43 22 19.45101(N)    078 11 29.71410(W)     ADJUSTED  
 OG0485* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 OG0485  ___________________________________________________________________
 OG0485  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OG0485  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 OG0485
 OG0485  HORZ ORDER  -  THIRD
 OG0485
 OG0485.The horizontal coordinates were established by classical geodetic methods
 OG0485.and adjusted by the National Geodetic Survey in January 1999..
 OG0485.No horizontal observational check was made to the station.
 OG0485
 OG0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0485
 OG0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0485
 OG0485.The geoid height was determined by GEOID03.
 OG0485
 OG0485;                    North         East     Units Scale Factor Converg.
 OG0485;SPC NY W     -   374,577.573   381,747.967   MT  0.99994989   +0 16 08.5
 OG0485;SPC NY W     - 1,228,926.59  1,252,451.46   sFT  0.99994989   +0 16 08.5
 OG0485;UTM  17      - 4,805,964.853   727,528.358   MT  1.00023686   +1 55 46.0
 OG0485
 OG0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0485!SPC NY W     -   0.99999362  x   0.99994989  =   0.99994351
 OG0485!UTM  17      -   0.99999362  x   1.00023686  =   1.00023048
 OG0485
 OG0485|---------------------------------------------------------------------|
 OG0485| PID    Reference Object                     Distance      Geod. Az  |
 OG0485|                                                           dddmmss.s |
 OG0485| DE4943 BREEZE 2 RM 3                         7.684 METERS 00309     |
 OG0485| OG0481 BRIGHTON                            APPROX. 2.4 KM 0845848.8 |
 OG0485| OG0482 BREEZE                               39.935 METERS 12807     |
 OG0485| DE4944 BREEZE 2 RM 4                         7.647 METERS 18122     |
 OG0485|---------------------------------------------------------------------|
 OG0485
 OG0485                          SUPERSEDED SURVEY CONTROL
 OG0485
 OG0485  NAD 83(1986)-  43 22 19.45764(N)    078 11 29.71209(W) AD(       ) 3
 OG0485  NAD 27      -  43 22 19.25155(N)    078 11 30.64841(W) AD(       ) 3
 OG0485  NGVD 29 (07/19/86)   76.8    (m)          252.     (f) VERT ANG       
 OG0485
 OG0485.Superseded values are not recommended for survey control.
 OG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0485.See file dsdata.txt to determine how the superseded data were derived.
 OG0485
 OG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2752805965(NAD 83)
 OG0485_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OG0485_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0485+WITH SETTING: PAVEMENT
 OG0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0485+STABILITY: SURFACE MOTION
 OG0485
 OG0485  HISTORY     - Date     Condition        Report By
 OG0485  HISTORY     - 1979     MONUMENTED       NGS
 OG0485  HISTORY     - 1983     GOOD             NOS
 OG0485  HISTORY     - 19941015 GOOD             USPSQD
 OG0485
 OG0485                          STATION DESCRIPTION
 OG0485
 OG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OG0485'THIS STATION WAS ESTABLISHED DUE TO BREEZE LSC 1972 BEING IN THE WAY
 OG0485'OF CONSTRUCTION WORK.
 OG0485'
 OG0485'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF ALBION, IN THE COMMUNITY
 OG0485'OF POINT BREEZE, ON THE ROCK GROIN OF THE EAST BANK OF THE OAK ORCHARD
 OG0485'RIVER AND ON STATE OWNED PROPERTY.
 OG0485'
 OG0485'TO REACH THE STATION FROM THE POST OFFICE IN ALBION, GO NORTH ON
 OG0485'STATE HIGHWAY 98 FOR 8.1 MILES TO THE LAKE ONTARIO STATE
 OG0485'PARKWAY.  CONTINUE NORTH ON HIGHWAY 98 FOR 0.55 MILE TO LAKE
 OG0485'SHORE ROAD ON THE RIGHT.  CONTINUE NORTH ON POINT BREEZE ROAD FOR 0.1
 OG0485'MILE.  TURN LEFT AND GO WEST FOR 0.05 MILE TO A PARKING AREA ON THE
 OG0485'RIGHT.  TURN RIGHT AND GO NORTH THROUGH THE PARKING LOT FOR 0.05
 OG0485'MILE TO THE STATION ON THE CONCRETE WALKWAY ALONG THE ROCK GROIN.
 OG0485'
 OG0485'THE STATION MARK STAMPED---BREEZE LSC 2 1979---IS A STANDARD DISK
 OG0485'CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY.  IT IS 28 FEET NORTH
 OG0485'OF THE SOUTH END OF THE CONCRETE WALKWAY, 3.1 FEET NORTH OF THE
 OG0485'FIFTH IRON POST OF RAILING AND 2 FEET WEST OF THE EAST EDGE OF THE
 OG0485'CONCRETE WALKWAY.
 OG0485'
 OG0485'REFERENCE MARK 3 STAMPED---BREEZE LSC 2 NO 3 1979---IS A STANDARD
 OG0485'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY.  IT IS 53.2
 OG0485'FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE WALKWAY, 3.4 FEET
 OG0485'NORTHEAST OF THE TENTH IRON POST OF RAILING AND 1-FOOT WEST OF THE
 OG0485'EAST EDGE OF THE CONCRETE WALKWAY.
 OG0485'
 OG0485'REFERENCE MARK 4 STAMPED---BREEZE LSC 2 NO 4 1979---IS A STANDARD
 OG0485'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY.  IT IS 3 FEET
 OG0485'NORTH OF THE SOUTH EDGE OF THE CONCRETE WALKWAY, 1-FOOT WEST OF THE
 OG0485'EAST EDGE OF THE CONCRETE WALKWAY AND 0.8-FOOT SOUTHEAST OF THE
 OG0485'FIRST IRON POST OF RAILING.
 OG0485'
 OG0485'STATION BRIGHTON LSC 1972 WILL SERVE AS THE AZIMUTH.
 OG0485
 OG0485                          STATION RECOVERY (1983)
 OG0485
 OG0485'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG0485'THE STATION WAS RECOVERED AS DESCRIBED.
 OG0485'
 OG0485'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.67 METERS.
 OG0485'RECOVERED BY B. DECROIX.
 OG0485
 OG0485                          STATION RECOVERY (1994)
 OG0485
 OG0485'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1909 ***********************************************************************
 OF1909  DESIGNATION -  BREEZE AZ MK 1969
 OF1909  PID         -  OF1909
 OF1909  STATE/COUNTY-  NY/MONROE
 OF1909  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1909
 OF1909                         *CURRENT SURVEY CONTROL
 OF1909  ___________________________________________________________________
 OF1909* NAD 83(1996)-  43 13 33.19260(N)    077 32 41.19482(W)     ADJUSTED  
 OF1909* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 OF1909  ___________________________________________________________________
 OF1909  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OF1909  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1909
 OF1909  HORZ ORDER  -  SECOND
 OF1909
 OF1909.The horizontal coordinates were established by classical geodetic methods
 OF1909.and adjusted by the National Geodetic Survey in January 1999..
 OF1909
 OF1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1909
 OF1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1909
 OF1909.The geoid height was determined by GEOID03.
 OF1909
 OF1909;                    North         East     Units Scale Factor Converg.
 OF1909;SPC NY W     -   358,787.063   434,369.084   MT  1.00002503   +0 42 40.8
 OF1909;SPC NY W     - 1,177,120.56  1,425,092.57   sFT  1.00002503   +0 42 40.8
 OF1909;UTM  18      - 4,789,043.920   293,336.605   MT  1.00012542   -1 44 36.5
 OF1909
 OF1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1909!SPC NY W     -   0.99998825  x   1.00002503  =   1.00001328
 OF1909!UTM  18      -   0.99998825  x   1.00012542  =   1.00011366
 OF1909
 OF1909                          SUPERSEDED SURVEY CONTROL
 OF1909
 OF1909  NAD 83(1986)-  43 13 33.20042(N)    077 32 41.19451(W) AD(       ) 2
 OF1909  NAD 27      -  43 13 32.97609(N)    077 32 42.19700(W) AD(       ) 2
 OF1909  NGVD 29 (07/19/86)  111.0    (m)          364.     (f) VERT ANG       
 OF1909
 OF1909.Superseded values are not recommended for survey control.
 OF1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1909.See file dsdata.txt to determine how the superseded data were derived.
 OF1909
 OF1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9333789044(NAD 83)
 OF1909_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1909_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1909+STABILITY: SURFACE MOTION
 OF1909
 OF1909  HISTORY     - Date     Condition        Report By
 OF1909  HISTORY     - 1969     MONUMENTED       CGS
 OF1909  HISTORY     - 1977     GOOD             NY-055
 OF1909  HISTORY     - 1987     GOOD             NOS
 OF1909  HISTORY     - 19950329 GOOD             USPSQD
 OF1909
 OF1909                          STATION DESCRIPTION
 OF1909
 OF1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 OF1909'AZ MK, STAMPED BREEZE 1969 IS SET FLUSH WITH THE GROUND
 OF1909'SURFACE.  IT IS 64 FEET NORTHWEST OF POWER POLE 71A, 59 FEET
 OF1909'SOUTHEAST OF A 24 INCH TREE, 19 FEET EAST OF THE SOUTH BOUND
 OF1909'LANE OF THE EXPRESSWAY AND 20.5 FEET WEST OF CENTER OF THE
 OF1909'NORTH BOUND LANE OF THE EXPRESSWAY.
 OF1909'
 OF1909'STATION IS LOCATED ABOUT 6-1/4 MILES WEST OF WEBSTER, 5-3/4
 OF1909'MILES NORTHEAST OF DOWNTOWN ROCHESTER, 1-1/4 MILES SOUTH OF LAKE
 OF1909'ONTARIO, 1/4 MILE WEST OF IRONDEQUOIT BAY, 300 FEET NORTH OF THE
 OF1909'SEA BREEZE MUNICIPAL WATER TANK AND ON PROPERTY OWNED BY THE SEA
 OF1909'BREEZE AND VICINITY WATER DISTRICT.
 OF1909'
 OF1909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 104, STATE
 OF1909'HIGHWAY 18, NORTH GOODMAN STREET AND KINGS HIGHWAY, GO NORTH ON
 OF1909'KINGS HIGHWAY FOR 0.85 MILE TO TITUS AVENUE.  TURN RIGHT AND GO
 OF1909'EAST ON TITUS AVENUE FOR 1.5 MILE TO THE SEA BREEZE
 OF1909'EXPRESSWAY.  TURN LEFT AND GO NORTH ON SEA BREEZE EXPRESSWAY FOR
 OF1909'0.5 MILE TO STATION ON RIGHT JUST AFTER PASSING THE SEA BREEZE
 OF1909'MUNICIPAL WATER TANK.
 OF1909'TO REACH THE AZ MK FROM THE STATION, GO NORTH ON THE SEA
 OF1909'BREEZE EXPRESSWAY FOR 0.55 MILE TO THE MARK ON LEFT IN A GRASSY
 OF1909'MEDIAN AS DESCRIBED.
 OF1909
 OF1909                          STATION RECOVERY (1977)
 OF1909
 OF1909'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1909'BREEZE RECOVERED IN GOOD CONDITION
 OF1909
 OF1909                          STATION RECOVERY (1987)
 OF1909
 OF1909'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 OF1909'THE STATION WAS RECOVERED AT THIS DATE.
 OF1909'THE STATION WAS IN GOOD CONDITION.
 OF1909'RECOVERED BY R DECROIX.
 OF1909
 OF1909                          STATION RECOVERY (1995)
 OF1909
 OF1909'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2648 ***********************************************************************
 LY2648  DESIGNATION -  BRENNER
 LY2648  PID         -  LY2648
 LY2648  STATE/COUNTY-  NY/SULLIVAN
 LY2648  USGS QUAD   -  WOODRIDGE (1982)
 LY2648
 LY2648                         *CURRENT SURVEY CONTROL
 LY2648  ___________________________________________________________________
 LY2648* NAD 83(1996)-  41 39 15.55067(N)    074 33 14.37445(W)     ADJUSTED  
 LY2648* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 LY2648  ___________________________________________________________________
 LY2648  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LY2648  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LY2648
 LY2648  HORZ ORDER  -  SECOND
 LY2648
 LY2648.The horizontal coordinates were established by classical geodetic methods
 LY2648.and adjusted by the National Geodetic Survey in January 1999..
 LY2648
 LY2648.The orthometric height was scaled from a topographic map.
 LY2648
 LY2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2648
 LY2648.The geoid height was determined by GEOID03.
 LY2648
 LY2648;                    North         East     Units Scale Factor Converg.
 LY2648;SPC NY E     -   313,210.600   145,502.968   MT  0.99990025   -0 02 09.2
 LY2648;SPC NY E     - 1,027,591.78    477,370.99   sFT  0.99990025   -0 02 09.2
 LY2648;UTM  18      - 4,611,492.956   537,136.527   MT  0.99961697   +0 17 47.2
 LY2648
 LY2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2648!SPC NY E     -   0.99992825  x   0.99990025  =   0.99982851
 LY2648!UTM  18      -   0.99992825  x   0.99961697  =   0.99954525
 LY2648
 LY2648|---------------------------------------------------------------------|
 LY2648| PID    Reference Object                     Distance      Geod. Az  |
 LY2648|                                                           dddmmss.s |
 LY2648| CB3628 BRENNER RM 1                         28.950 METERS 09302     |
 LY2648| CB3627 BRENNER AZ MK                                      1051638.8 |
 LY2648| CB3629 BRENNER RM 2                         29.350 METERS 22251     |
 LY2648| LY2655 MONTICELLO MUN SPIPE SM OF TWO      APPROX.10.7 KM 2724529.8 |
 LY2648| LY2656 MONTICELLO MUN SPIPE LG OF TWO      APPROX.10.7 KM 2724848.4 |
 LY2648|---------------------------------------------------------------------|
 LY2648
 LY2648                          SUPERSEDED SURVEY CONTROL
 LY2648
 LY2648  NAD 83(1986)-  41 39 15.55373(N)    074 33 14.37553(W) AD(       ) 2
 LY2648  NAD 27      -  41 39 15.22600(N)    074 33 15.79500(W) AD(       ) 2
 LY2648
 LY2648.Superseded values are not recommended for survey control.
 LY2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2648.See file dsdata.txt to determine how the superseded data were derived.
 LY2648
 LY2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM3713711493(NAD 83)
 LY2648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2648
 LY2648  HISTORY     - Date     Condition        Report By
 LY2648  HISTORY     - 1942     MONUMENTED       CGS
 LY2648  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY2648
 LY2648                          STATION DESCRIPTION
 LY2648
 LY2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2648'STATION IS ON A CLEARED FLAT RIDGE ABOUT 6.5 MILES NW OF
 LY2648'WURTSBORO ON PROPERTY REPUTED TO BELONG TO MR. BRENNERMAN OF
 LY2648'NEW YORK, ADDRESS NOT KNOWN.  IT IS ON THE HIGHEST POINT OF THE
 LY2648'RIDGE, 77 FEET S OF THE S EDGE OF A TIMBERED AREA AND 77 FEET
 LY2648'NW OF A STONE FENCE LINE.  IT IS STAMPED BRENNER 1942 AND
 LY2648'PROJECTS 4 INCHES.
 LY2648'
 LY2648'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE,
 LY2648'AS DESCRIBED IN NOTES 1A AND 7A.
 LY2648'
 LY2648'REFERENCE MARK NO.1 IS E BY S OF THE STATION.  IT IS A BRONZE
 LY2648'DISK SET FLUSH IN A LEDGE OF OUTCROPPING BEDROCK AND 5 FEET
 LY2648'NW OF THE EDGE OF THE LEDGE AND ABOUT A 6-FOOT DROP-OFF.  IT IS
 LY2648'STAMPED BRENNER NO.1 1942.
 LY2648'
 LY2648'REFERENCE MARK NO.2 IS SW OF THE STATION.  IT IS A BRONZE DISK
 LY2648'SET FLUSH IN THE FLAT TOP OF A 4- BY 5-FOOT BOULDER, FLUSH WITH
 LY2648'THE SURFACE OF THE GROUND.  IT IS 16 FEET NW OF THE STONE
 LY2648'FENCE AND IS STAMPED BRENNER NO.2 1942.
 LY2648'
 LY2648'THE AZIMUTH MARK IS ABOUT 0.5 MILE SE OF THE STATION.  IT IS A
 LY2648'BRONZE DISK SET IN THE TOP OF A BOULDER PROTRUDING ABOUT 2 FEET
 LY2648'IN THE LAWN AT THE ST. MORITZ HOTEL.  IT IS 77 FEET SE OF THE SE
 LY2648'CORNER OF THE HOTEL, 90 FEET N OF THE CENTER OF THE ROAD IN FRONT
 LY2648'OF THE HOTEL AND IS STAMPED BRENNER 1942.  TO REACH FROM THE
 LY2648'STATION, RETURN 0.15 MILE TO THE MAIN ROAD, TURN LEFT AND GO
 LY2648'0.45 MILE, THEN TURN RIGHT AND GO 0.15 MILE TO THE ST. MORITZ
 LY2648'HOTEL AND THE MARK.
 LY2648'
 LY2648'TO REACH THE STATION FROM THE POST OFFICE IN WURTSBORO, GO
 LY2648'WESTERLY ALONG STATE HIGHWAY 17 FOR 4.4 MILES TO A SIDE ROAD
 LY2648'RIGHT AND CAMP AGALL ON THE LEFT.  TURN RIGHT AND GO 1.8 MILES TO
 LY2648'A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO
 LY2648'ANOTHER SIDE ROAD, CONTINUE AHEAD FOR 0.6 MILE TO THE ENTRANCE
 LY2648'TO THE WINONA HOUSE AND A GATE IN A STONE FENCE ABOUT 25 YARDS
 LY2648'TO THE RIGHT.  PASS THROUGH THE GATE AND GO 0.15 MILE ACROSS
 LY2648'FIELD TO THE HIGHEST POINT AND THE STATION.
 LY2648'
 LY2648'A 103-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HIGHVIEW.
 LY2648'
 LY2648'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION MAMAKATING.
 LY2648'
 LY2648'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MT. VERNON.
 LY2648'
 LY2648'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TOWN.
 LY2648'
 LY2648'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT STATION SAMS POINT.
 LY2648'
 LY2648'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION MONTICELLO.
 LY2648'
 LY2648'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION ROADS
 LY2648'(U.S.G.S.).
 LY2648'
 LY2648'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION WOLF (U.S.G.S.).
 LY2648'
 LY2648'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LY2648
 LY2648                          STATION RECOVERY (1973)
 LY2648
 LY2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LY2648'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 LY2648'AREA IS NOW OVERGROWN AND STATION IS IN TIMBER OVER 30 FEET
 LY2648'TALL.  THE ST. MORITZ HOTEL WHERE AZIMUTH MARK IS LOCATED IS
 LY2648'ABANDONED, BUT STILL STANDS.  THIS AREA IS ALSO OVERGROWN AND
 LY2648'TIMBER BLOCKS LINE TO STATION.
 LY2648'
 LY2648'TO REACH STATION FROM THE POST OFFICE IN WURTSBORO, GO WESTERLY
 LY2648'ON STATE HIGHWAY 17 FOR 6 MILES TO THE ROCK HILLS EXIT.  GO
 LY2648'NORTH ON GLEN WILD ROAD FOR 1.6 MILES TO T-ROAD RIGHT.  GO
 LY2648'RIGHT FOR 1.6 MILES TO T-JUNCTION.  TURN LEFT AND GO NORTH 0.6
 LY2648'MILE TO T-JUNCTION (THE ROAD TO LEFT IS BARRICADED).  TURN
 LY2648'RIGHT AND GO 100 YARDS TO LOGGING ROAD FORK LEFT.  TAKE THIS
 LY2648'FORK AND GO INTO WOODS 0.15 MILE TO TOP OF LOW RISE AND
 LY2648'STATION 75 FEET TO LEFT, SOUTHWEST.
 LY2648'
 LY2648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2648'7 MILES EAST OF MONTICELLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1348 ***********************************************************************
 NC1348  DESIGNATION -  BRENNER
 NC1348  PID         -  NC1348
 NC1348  STATE/COUNTY-  NY/ERIE
 NC1348  USGS QUAD   -  LANGFORD (1960)
 NC1348
 NC1348                         *CURRENT SURVEY CONTROL
 NC1348  ___________________________________________________________________
 NC1348* NAD 83(1996)-  42 34 59.20175(N)    078 52 16.75791(W)     ADJUSTED  
 NC1348* NAVD 88     -       414.2    (meters)    1359.     (feet)  VERTCON   
 NC1348  ___________________________________________________________________
 NC1348  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 NC1348  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NC1348
 NC1348  HORZ ORDER  -  FIRST
 NC1348
 NC1348.The horizontal coordinates were established by classical geodetic methods
 NC1348.and adjusted by the National Geodetic Survey in January 1999..
 NC1348
 NC1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1348
 NC1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1348
 NC1348.The geoid height was determined by GEOID03.
 NC1348
 NC1348;                    North         East     Units Scale Factor Converg.
 NC1348;SPC NY W     -   286,901.543   326,360.490   MT  0.99994437   -0 11 41.5
 NC1348;SPC NY W     -   941,276.15  1,070,734.37   sFT  0.99994437   -0 11 41.5
 NC1348;UTM  17      - 4,716,717.918   674,676.904   MT  0.99997541   +1 26 26.7
 NC1348
 NC1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1348!SPC NY W     -   0.99994042  x   0.99994437  =   0.99988479
 NC1348!UTM  17      -   0.99994042  x   0.99997541  =   0.99991583
 NC1348
 NC1348|---------------------------------------------------------------------|
 NC1348| PID    Reference Object                     Distance      Geod. Az  |
 NC1348|                                                           dddmmss.s |
 NC1348| DE4945 BRENNER RM 1                         30.047 METERS 10418     |
 NC1348| NC1357 GAYLORD                             APPROX. 6.2 KM 1832727.5 |
 NC1348| DE4946 BRENNER RM 2                         28.127 METERS 34448     |
 NC1348|---------------------------------------------------------------------|
 NC1348
 NC1348                          SUPERSEDED SURVEY CONTROL
 NC1348
 NC1348  NAD 83(1986)-  42 34 59.20780(N)    078 52 16.75397(W) AD(       ) 1
 NC1348  NAD 27      -  42 34 58.99010(N)    078 52 17.63643(W) AD(       ) 1
 NC1348  NGVD 29 (07/19/86)  414.3    (m)         1359.     (f) VERT ANG       
 NC1348
 NC1348.Superseded values are not recommended for survey control.
 NC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1348.See file dsdata.txt to determine how the superseded data were derived.
 NC1348
 NC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7467716718(NAD 83)
 NC1348_MARKER: DS = TRIANGULATION STATION DISK
 NC1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1348
 NC1348  HISTORY     - Date     Condition        Report By
 NC1348  HISTORY     - 1973     MONUMENTED       NGS
 NC1348
 NC1348                          STATION DESCRIPTION
 NC1348
 NC1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1348'NO MEASUREMENT BETWEEN RMS DUE TO THE TERRAIN.
 NC1348'
 NC1348'THE STATION IS LOCATED ABOUT 3-3/4 MILES EAST OF NORTH COLLINS,
 NC1348'1-1/2 MILES WEST OF LANGFORD AND ON PROPERTY OWNED BY MR. NORMAN
 NC1348'BRENNER.
 NC1348'
 NC1348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 249 AND
 NC1348'U.S. HIGHWAY 62 IN NORTH COLLINS, GO SOUTH ON STATE HIGHWAY 62
 NC1348'FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON LANGFORD
 NC1348'ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT.  CONTINUE EAST ON STATE
 NC1348'HIGHWAY 249 (LANGFORD ROAD) FOR 2.7 MILES TO A CROSSROAD.  TURN
 NC1348'RIGHT AND GO SOUTH ON JENNINGS ROAD FOR 0.3 MILE TO THE STATION
 NC1348'ON THE LEFT.
 NC1348'
 NC1348'STATION MARKS ARE STANDARD DISK STAMPED BRENNER 1973.  THE
 NC1348'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NC1348'MONUMENT 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 49
 NC1348'FEET EAST OF THE CENTER OF JENNINGS ROAD, 31 FEET NORTHEAST OF
 NC1348'A FENCE CORNER, 26 FEET NORTH OF A WIRE FENCE AND 26 FEET EAST OF
 NC1348'A WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NC1348'IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE SURFACE OF THE
 NC1348'GROUND.
 NC1348'
 NC1348'REFERENCE MARK 1, A STANDARD DISK STAMPED BRENNER NO 1 1973, IS
 NC1348'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1348'WITH THE GROUND SURFACE.  IT IS 111.5 FEET EAST OF THE FENCE CORNER
 NC1348'AND 1 FOOT NORTH OF THE WIRE FENCE.
 NC1348'
 NC1348'REFERENCE MARK 2, A STANDARD DISK STAMPED BRENNER NO 2 1973,
 NC1348'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1348'WITH THE GROUND SURFACE.  IT IS 117 FEET NORTH OF THE FENCE
 NC1348'CORNER, 25 FEET EAST OF THE CENTER OF JENNINGS ROAD AND 0.5 OF A
 NC1348'FOOT EAST OF THE WIRE FENCE.
 NC1348'
 NC1348'HEIGHT OF LIGHT ABOVE STATION MARK 34.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1814 ***********************************************************************
 OF1814  DESIGNATION -  BRENTWOOD 1925
 OF1814  PID         -  OF1814
 OF1814  STATE/COUNTY-  NY/MONROE
 OF1814  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1814
 OF1814                         *CURRENT SURVEY CONTROL
 OF1814  ___________________________________________________________________
 OF1814* NAD 83(1996)-  43 08 52.97666(N)    077 33 14.33360(W)     ADJUSTED  
 OF1814* NAVD 88     -       137.7    (meters)     452.     (feet)  VERTCON   
 OF1814  ___________________________________________________________________
 OF1814  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 OF1814  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF1814
 OF1814  HORZ ORDER  -  SECOND
 OF1814  VERT ORDER  -  THIRD ? (See Below)
 OF1814
 OF1814.The horizontal coordinates were established by classical geodetic methods
 OF1814.and adjusted by the National Geodetic Survey in January 1999..
 OF1814
 OF1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1814.The vertical order pertains to the NGVD 29 superseded value.
 OF1814
 OF1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1814
 OF1814.The geoid height was determined by GEOID03.
 OF1814
 OF1814;                    North         East     Units Scale Factor Converg.
 OF1814;SPC NY W     -   350,130.776   433,727.606   MT  1.00002371   +0 42 14.4
 OF1814;SPC NY W     - 1,148,720.72  1,422,987.99   sFT  1.00002371   +0 42 14.4
 OF1814;UTM  18      - 4,780,422.127   292,325.118   MT  1.00013058   -1 44 50.1
 OF1814
 OF1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1814!SPC NY W     -   0.99998398  x   1.00002371  =   1.00000769
 OF1814!UTM  18      -   0.99998398  x   1.00013058  =   1.00011456
 OF1814
 OF1814|---------------------------------------------------------------------|
 OF1814| PID    Reference Object                     Distance      Geod. Az  |
 OF1814|                                                           dddmmss.s |
 OF1814| OF1802 RCS BENTWOOD WINTON 1925             12.651 METERS 01929     |
 OF1814| OF1869 BALSAM 1925                         378.534 METERS 02137     |
 OF1814|---------------------------------------------------------------------|
 OF1814
 OF1814                          SUPERSEDED SURVEY CONTROL
 OF1814
 OF1814  NAD 83(1986)-  43 08 52.98524(N)    077 33 14.33312(W) AD(       ) 2
 OF1814  NAD 27      -  43 08 52.76200(N)    077 33 15.33900(W) AD(       ) 2
 OF1814  NGVD 29 (07/19/86)  137.9    (m)          452.     (f) LEVELING    3  
 OF1814
 OF1814.Superseded values are not recommended for survey control.
 OF1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1814.See file dsdata.txt to determine how the superseded data were derived.
 OF1814
 OF1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9232580422(NAD 83)
 OF1814
 OF1814  HISTORY     - Date     Condition        Report By
 OF1814  HISTORY     - 1925     MONUMENTED       CGS
 OF1814  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1814  HISTORY     - 19950415 GOOD             USPSQD
 OF1814
 OF1814                          STATION DESCRIPTION
 OF1814
 OF1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1814'IN ROCHESTER, IN THE SIDEWALK AT THE SOUTHWEST CORNER OF WINTON
 OF1814'ROAD AND A STREET LEADING TO THE BETTS, COLBURN AND NEWTON
 OF1814'WORKS.  IT IS NEARLY OPPOSITE THE INTERSECTION OF WINTON ROAD
 OF1814'AND BRENTWOOD STREET, ABOUT 90 METERS NORTH OF THE NEW YORK
 OF1814'CENTRAL RAILROAD TRACKS, 3.35 METERS WEST OF THE WEST CURB OF
 OF1814'WINTON ROAD, 2.25 METERS SOUTH OF THE SOUTH CURB OF THE STREET
 OF1814'LEADING TO THE BETTS, COLBURN AND NEWTON WORKS, AND 12.65
 OF1814'METERS SOUTH OF AN R.C.S. MARK LOCATED ON THE OPPOSITE CORNER.
 OF1814'STATION MARK IS SET AS DESCRIBED IN NOTE B-1, EXCEPT THAT THE
 OF1814'TOP OF THE MONUMENT IS 9 INCHES LOWER THAN THE LEVEL OF THE
 OF1814'SIDEWALK.  THIS MONUMENT IS 29 INCHES IN DEPTH AND RESTS ON
 OF1814'SOLID ROCK.
 OF1814
 OF1814                          STATION RECOVERY (1977)
 OF1814
 OF1814'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1814'BRENTWOOD GOOD.
 OF1814
 OF1814                          STATION RECOVERY (1995)
 OF1814
 OF1814'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2607 ***********************************************************************
 KU2607  DESIGNATION -  BRENTWOOD EDGEWOOD HOSP STACK
 KU2607  PID         -  KU2607
 KU2607  STATE/COUNTY-  NY/SUFFOLK
 KU2607  USGS QUAD   -  GREENLAWN (1979)
 KU2607
 KU2607                         *CURRENT SURVEY CONTROL
 KU2607  ___________________________________________________________________
 KU2607* NAD 83(1996)-  40 46 35.93494(N)    073 17 55.10573(W)     ADJUSTED  
 KU2607* NAVD 88     -                                                        
 KU2607  ___________________________________________________________________
 KU2607  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KU2607  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KU2607
 KU2607  HORZ ORDER  -  THIRD
 KU2607
 KU2607.The horizontal coordinates were established by classical geodetic methods
 KU2607.and adjusted by the National Geodetic Survey in January 1999..
 KU2607
 KU2607
 KU2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2607
 KU2607.The geoid height was determined by GEOID03.
 KU2607
 KU2607;                    North         East     Units Scale Factor Converg.
 KU2607;SPC NY L     -    67,973.123   359,206.873   MT  0.99999572   +0 27 31.5
 KU2607;SPC NY L     -   223,008.49  1,178,497.88   sFT  0.99999572   +0 27 31.5
 KU2607;UTM  18      - 4,515,355.838   643,572.010   MT  0.99985372   +1 06 40.9
 KU2607
 KU2607                          SUPERSEDED SURVEY CONTROL
 KU2607
 KU2607  NAD 83(1996)-  40 46 35.93733(N)    073 17 55.10500(W) AD(       ) 4
 KU2607  NAD 83(1992)-  40 46 35.93663(N)    073 17 55.10434(W) AD(       ) 4
 KU2607  NAD 83(1986)-  40 46 35.93877(N)    073 17 55.10578(W) AD(       ) 4
 KU2607  NAD 27      -  40 46 35.58485(N)    073 17 56.68220(W) AD(       ) 3
 KU2607
 KU2607.Superseded values are not recommended for survey control.
 KU2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2607.See file dsdata.txt to determine how the superseded data were derived.
 KU2607
 KU2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4357215356(NAD 83)
 KU2607_MARKER: 63 = STACK
 KU2607
 KU2607  HISTORY     - Date     Condition        Report By
 KU2607  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2607  HISTORY     - 1984     GOOD             USCG
 KU2607
 KU2607                          STATION DESCRIPTION
 KU2607
 KU2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2607'THE STATION IS THE TOP CENTER OF THE RED BRICK STACK RISING FROM
 KU2607'THE EAST FACE OF RED BRICK BUILDING (NUMBER 135) OF THE BRENTWOOD
 KU2607'EDGEWOOD DIVISION OF THE PILGRIM STATE HOSPITAL IN BRENTWOOD.  THE
 KU2607'STACK HAS AN OVER-ALL HEIGHT OF 210 FEET.
 KU2607
 KU2607                          STATION RECOVERY (1984)
 KU2607
 KU2607'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2607'STATION FOUND GOOD TO FAIR.
 KU2607'
 KU2607'THE STACK IS LOCATED 3/4 MILE EAST OF COUNTY ROAD NO. 4 (COMMACK
 KU2607'ROAD) ON THE GROUNDS OF THE NOW UNOCCUPIED EDGEWOOD STATE HOSPITAL.
 KU2607'DESCRIPTION AS NOTED GOOD.  NO ADDITIONAL COMMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2591 ***********************************************************************
 KU2591  DESIGNATION -  BRENTWOOD ITT NW TOWER
 KU2591  PID         -  KU2591
 KU2591  STATE/COUNTY-  NY/SUFFOLK
 KU2591  USGS QUAD   -  GREENLAWN (1979)
 KU2591
 KU2591                         *CURRENT SURVEY CONTROL
 KU2591  ___________________________________________________________________
 KU2591* NAD 83(1996)-  40 48 34.31419(N)    073 15 18.68668(W)     ADJUSTED  
 KU2591* NAVD 88     -                                                        
 KU2591  ___________________________________________________________________
 KU2591  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KU2591  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU2591
 KU2591  HORZ ORDER  -  THIRD
 KU2591
 KU2591.The horizontal coordinates were established by classical geodetic methods
 KU2591.and adjusted by the National Geodetic Survey in January 1999..
 KU2591
 KU2591
 KU2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2591
 KU2591.The geoid height was determined by GEOID03.
 KU2591
 KU2591;                    North         East     Units Scale Factor Converg.
 KU2591;SPC NY L     -    71,654.920   362,843.648   MT  0.99999515   +0 29 13.8
 KU2591;SPC NY L     -   235,087.85  1,190,429.54   sFT  0.99999515   +0 29 13.8
 KU2591;UTM  18      - 4,519,078.338   647,166.103   MT  0.99986658   +1 08 25.9
 KU2591
 KU2591                          SUPERSEDED SURVEY CONTROL
 KU2591
 KU2591  NAD 83(1996)-  40 48 34.31654(N)    073 15 18.68612(W) AD(       ) 4
 KU2591  NAD 83(1992)-  40 48 34.31574(N)    073 15 18.68543(W) AD(       ) 4
 KU2591  NAD 83(1986)-  40 48 34.31808(N)    073 15 18.68703(W) AD(       ) 4
 KU2591  NAD 27      -  40 48 33.96731(N)    073 15 20.26740(W) AD(       ) 3
 KU2591
 KU2591.Superseded values are not recommended for survey control.
 KU2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2591.See file dsdata.txt to determine how the superseded data were derived.
 KU2591
 KU2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4716619078(NAD 83)
 KU2591_MARKER: 45 = MICROWAVE TOWER
 KU2591
 KU2591  HISTORY     - Date     Condition        Report By
 KU2591  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2591  HISTORY     - 1984     GOOD             USCG
 KU2591  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KU2591
 KU2591                          STATION DESCRIPTION
 KU2591
 KU2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2591'THE STATION IS THE TOP CENTER OF THE NORTHWEST ONE OF TWO LARGE
 KU2591'SELF SUPPORTING METAL TOWERS PAINTED IN ALTERNATE SECTIONS OF RED
 KU2591'AND WHITE.  THE NORTHWEST TOWER HAS A 20 FOOT EXTENSION ATOP THE
 KU2591'CROSS-ARM AND HAS AN OVER-ALL HEIGHT OF 240 FEET.
 KU2591'
 KU2591'THE TOWERS ARE OWNED BY THE ITT WORLD COMMUNICATIONS INC. AND ARE
 KU2591'LOCATED ON THE NORTH SIDE OF THE VANDERBILT MOTOR PARKWAY IN THE
 KU2591'NORTH EDGE OF BRENTWOOD.
 KU2591
 KU2591                          STATION RECOVERY (1984)
 KU2591
 KU2591'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2591'STATION FOUND EXCELLENT.
 KU2591'
 KU2591'TOWERS RECOVERED AS DESCRIBED.  NOTE THE FOLLOWING IMPORTANT
 KU2591'CHANGES--THERE ARE NOW FIVE (5) TOWERS OF EXACT CONFIGURATION.  THE
 KU2591'ADDRESS IS NOW 150 ADAMS AVE, HAUPPAUGE, NY 11788.  THEY ARE
 KU2591'LOCATED IN A GENERAL AREA DESIGNATED THE JOHN V.N. KLEIN HAUPPAUGE
 KU2591'INDUSTRIAL PARK.  THE AREA IS NO LONGER CONSIDERED BRENTWOOD.
 KU2591'SUGGEST CHANGE IS DESIGNATION.  ITT WORLD COMMUNICATIONS IS STILL
 KU2591'THE PRINCIPAL OWNERS.
 KU2591
 KU2591                          STATION RECOVERY (1988)
 KU2591
 KU2591'RECOVERY NOTE BY US POWER SQUADRON 1988 (PRK)
 KU2591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2590 ***********************************************************************
 KU2590  DESIGNATION -  BRENTWOOD MUNICIPAL TANK
 KU2590  PID         -  KU2590
 KU2590  STATE/COUNTY-  NY/SUFFOLK
 KU2590  USGS QUAD   -  GREENLAWN (1979)
 KU2590
 KU2590                         *CURRENT SURVEY CONTROL
 KU2590  ___________________________________________________________________
 KU2590* NAD 83(1996)-  40 46 39.62871(N)    073 15 16.67307(W)     ADJUSTED  
 KU2590* NAVD 88     -                                                        
 KU2590  ___________________________________________________________________
 KU2590  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KU2590  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU2590
 KU2590  HORZ ORDER  -  THIRD
 KU2590
 KU2590.The horizontal coordinates were established by classical geodetic methods
 KU2590.and adjusted by the National Geodetic Survey in January 1999..
 KU2590
 KU2590
 KU2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2590
 KU2590.The geoid height was determined by GEOID03.
 KU2590
 KU2590;                    North         East     Units Scale Factor Converg.
 KU2590;SPC NY L     -    68,117.739   362,920.944   MT  0.99999570   +0 29 15.1
 KU2590;SPC NY L     -   223,482.95  1,190,683.13   sFT  0.99999570   +0 29 15.1
 KU2590;UTM  18      - 4,515,542.723   647,283.690   MT  0.99986700   +1 08 24.5
 KU2590
 KU2590                          SUPERSEDED SURVEY CONTROL
 KU2590
 KU2590  NAD 83(1996)-  40 46 39.63113(N)    073 15 16.67257(W) AD(       ) 4
 KU2590  NAD 83(1992)-  40 46 39.63034(N)    073 15 16.67202(W) AD(       ) 4
 KU2590  NAD 83(1986)-  40 46 39.63270(N)    073 15 16.67332(W) AD(       ) 4
 KU2590  NAD 27      -  40 46 39.28083(N)    073 15 18.25386(W) AD(       ) 3
 KU2590
 KU2590.Superseded values are not recommended for survey control.
 KU2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2590.See file dsdata.txt to determine how the superseded data were derived.
 KU2590
 KU2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4728415543(NAD 83)
 KU2590_MARKER: 53 = ELEVATED TANK
 KU2590
 KU2590  HISTORY     - Date     Condition        Report By
 KU2590  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2590  HISTORY     - 1951     GOOD             CGS
 KU2590  HISTORY     - 1967     GOOD             CGS
 KU2590  HISTORY     - 1984     GOOD             USCG
 KU2590  HISTORY     - 20030506 GOOD             USPSQD
 KU2590
 KU2590                          STATION DESCRIPTION
 KU2590
 KU2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2590'STATION IS TANK, ELEVATED, ALUMINUM PAINTED WITH ROUNDED TOP WITH
 KU2590'6 LEGS AND ENCLOSED LADDER OWNED BY BRENTWOOD WATER DISTRICT,
 KU2590'TOWN OF ISLIP, 0.4 MILE W OF BRENTWOOD RAILROAD STATION, JUST S OF
 KU2590'RAILROAD TRACKS BETWEEN RAILROAD TRACKS AND THIRD STREET.
 KU2590
 KU2590                          STATION RECOVERY (1951)
 KU2590
 KU2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2590'THE APEX OF THE WATER TANK WAS INTERSECTED.  THE TANK IS LOCATED
 KU2590'ON THIRD AVENUE, IN SOUTHWEST BRENTWOOD.  IT IS 200 FEET HIGH AND
 KU2590'WAS ERECTED IN 1935.
 KU2590
 KU2590                          STATION RECOVERY (1967)
 KU2590
 KU2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2590'THE STATION WAS RECOVERED AS DESCRIBED BY F.R.G. IN 1939 WITH THE
 KU2590'EXCEPTION THAT THE TANK IS PAINTED GREEN AND THE LEGS ARE PAINTED
 KU2590'BLACK.
 KU2590
 KU2590                          STATION RECOVERY (1984)
 KU2590
 KU2590'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2590'STATION FOUND EXCELLENT.
 KU2590'
 KU2590'STATION RECOVERED AS DESCRIBED.  CHANGE.  TOWER HAS BEEN RE-PAINTED
 KU2590'A UNIFORM SILVER BLUE.  LARGE LETTERS BRENTWOOD APPEAR ON TWO SIDES
 KU2590'OF TANK.  LADDER ACCESS IS ON THE SOUTH WEST LEG.
 KU2590
 KU2590                          STATION RECOVERY (2003)
 KU2590
 KU2590'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2589 ***********************************************************************
 KU2589  DESIGNATION -  BRENTWOOD PARK WATER TANK
 KU2589  PID         -  KU2589
 KU2589  STATE/COUNTY-  NY/SUFFOLK
 KU2589  USGS QUAD   -  GREENLAWN (1979)
 KU2589
 KU2589                         *CURRENT SURVEY CONTROL
 KU2589  ___________________________________________________________________
 KU2589* NAD 83(1996)-  40 47 34.30339(N)    073 15 32.85975(W)     ADJUSTED  
 KU2589* NAVD 88     -                                                        
 KU2589  ___________________________________________________________________
 KU2589  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KU2589  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU2589
 KU2589  HORZ ORDER  -  THIRD
 KU2589
 KU2589.The horizontal coordinates were established by classical geodetic methods
 KU2589.and adjusted by the National Geodetic Survey in January 1999..
 KU2589
 KU2589
 KU2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2589
 KU2589.The geoid height was determined by GEOID03.
 KU2589
 KU2589;                    North         East     Units Scale Factor Converg.
 KU2589;SPC NY L     -    69,801.010   362,527.129   MT  0.99999540   +0 29 04.5
 KU2589;SPC NY L     -   229,005.48  1,189,391.09   sFT  0.99999540   +0 29 04.5
 KU2589;UTM  18      - 4,517,221.181   646,870.777   MT  0.99986551   +1 08 15.2
 KU2589
 KU2589                          SUPERSEDED SURVEY CONTROL
 KU2589
 KU2589  NAD 83(1996)-  40 47 34.30579(N)    073 15 32.85916(W) AD(       ) 4
 KU2589  NAD 83(1992)-  40 47 34.30502(N)    073 15 32.85850(W) AD(       ) 4
 KU2589  NAD 83(1986)-  40 47 34.30733(N)    073 15 32.85998(W) AD(       ) 4
 KU2589  NAD 27      -  40 47 33.95554(N)    073 15 34.43994(W) AD(       ) 3
 KU2589
 KU2589.Superseded values are not recommended for survey control.
 KU2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2589.See file dsdata.txt to determine how the superseded data were derived.
 KU2589
 KU2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4687117221(NAD 83)
 KU2589_MARKER: 53 = ELEVATED TANK
 KU2589
 KU2589  HISTORY     - Date     Condition        Report By
 KU2589  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2589  HISTORY     - 1984     GOOD             USCG
 KU2589
 KU2589                          STATION DESCRIPTION
 KU2589
 KU2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2589'THE STATION IS THE CAP ATOP A LARGE METAL WATER TANK SUPPORTED BY
 KU2589'9 METAL LEGS PAINTED LIGHT GREEN.  THE TANK IS PAINTED LIGHT GREEN
 KU2589'WITH A DARK GREEN BAND.  WHITE LETTERING WHICH READS BRENTWOOD
 KU2589'WATER DISTRICT IS PAINTED IN THE DARK GREEN BAND.  THE OVER-ALL
 KU2589'HEIGHT IS 170 FEET.
 KU2589'
 KU2589'THE TANK IS OWNED BY THE BRENTWOOD WATER DISTRICT AND IS LOCATED
 KU2589'0.3 MILE EAST OF THE BRENTWOOD NORTH JUNIOR HIGH SCHOOL ON WICKS
 KU2589'ROAD IN BRENTWOOD PARK, NEW YORK.
 KU2589
 KU2589                          STATION RECOVERY (1984)
 KU2589
 KU2589'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2589'STATION RECOVERED GOOD.
 KU2589'
 KU2589'TANK RECOVERED AS BASICALLY DESCRIBED.  CHANGES--TANK IS PAINTED
 KU2589'LIGHT GREEN, NO BANDS.  WORD BRENTWOOD IS PAINTED IN DARK PAINT.
 KU2589'LOCATION DESCRIPTION IS CONFUSING.  TANK IS ACTUALLY LOCATED ON
 KU2589'CARROL STREET, SOUTH SIDE.  100 FT SE OF CHAPEL HILL DRIVE.  THESE
 KU2589'STREETS ARE LOCATED ABOUT 0.3 MILE EAST OF BRENTWOOD NORTH JR.
 KU2589'H.S. WHICH IS LOCATED ON COUNTRY ROAD NO. 7, (WICKS ROAD).  A
 KU2589'UTILITY POLE NO. 22 IS LOCATED OUTSIDE THE FENCE AT THE CORNER OF THE
 KU2589'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2584 ***********************************************************************
 KU2584  DESIGNATION -  BRENTWOOD PILGRIM HOSP W STK
 KU2584  PID         -  KU2584
 KU2584  STATE/COUNTY-  NY/SUFFOLK
 KU2584  USGS QUAD   -  GREENLAWN (1979)
 KU2584
 KU2584                         *CURRENT SURVEY CONTROL
 KU2584  ___________________________________________________________________
 KU2584* NAD 83(1996)-  40 47 14.19645(N)    073 16 59.88561(W)     ADJUSTED  
 KU2584* NAVD 88     -                                                        
 KU2584  ___________________________________________________________________
 KU2584  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KU2584  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU2584
 KU2584  HORZ ORDER  -  THIRD
 KU2584
 KU2584.The horizontal coordinates were established by classical geodetic methods
 KU2584.and adjusted by the National Geodetic Survey in January 1999..
 KU2584
 KU2584
 KU2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2584
 KU2584.The geoid height was determined by GEOID03.
 KU2584
 KU2584;                    North         East     Units Scale Factor Converg.
 KU2584;SPC NY L     -    69,163.817   360,492.059   MT  0.99999550   +0 28 07.6
 KU2584;SPC NY L     -   226,914.96  1,182,714.36   sFT  0.99999550   +0 28 07.6
 KU2584;SPC CT       -   147,424.309   259,784.491   MT  1.00006734   -0 21 13.0
 KU2584;SPC CT       -   483,674.59    852,309.62   sFT  1.00006734   -0 21 13.0
 KU2584;UTM  18      - 4,516,560.928   644,843.370   MT  0.99985823   +1 07 17.9
 KU2584
 KU2584                          SUPERSEDED SURVEY CONTROL
 KU2584
 KU2584  NAD 83(1996)-  40 47 14.19882(N)    073 16 59.88510(W) AD(       ) 4
 KU2584  NAD 83(1992)-  40 47 14.19801(N)    073 16 59.88447(W) AD(       ) 4
 KU2584  NAD 83(1986)-  40 47 14.20023(N)    073 16 59.88606(W) AD(       ) 4
 KU2584  NAD 27      -  40 47 13.86000(N)    073 17 01.48000(W) AD(       ) 3
 KU2584
 KU2584.Superseded values are not recommended for survey control.
 KU2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2584.See file dsdata.txt to determine how the superseded data were derived.
 KU2584
 KU2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4484316561(NAD 83)
 KU2584_MARKER: 63 = STACK
 KU2584
 KU2584  HISTORY     - Date     Condition        Report By
 KU2584  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2584  HISTORY     - 1961     GOOD             CGS
 KU2584
 KU2584                          STATION DESCRIPTION
 KU2584
 KU2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2584'STATION IS TWO TALL RED BRICKS STACKS AT THE POWER PLANT OF
 KU2584'PILGRIM STATE HOSPITAL 2.1 MILES BY ROAD NW OF BRENTWOOD RAILROAD
 KU2584'STATION AND 4.5 MILES S OF STATE HIGHWAY 25 AT COMMACK.  STACKS
 KU2584'ARE S 83 DEG 00 MIN E.
 KU2584
 KU2584                          STATION RECOVERY (1961)
 KU2584
 KU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 KU2584'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2586 ***********************************************************************
 KU2586  DESIGNATION -  BRENTWOOD PILGRIM HOSP E STK
 KU2586  PID         -  KU2586
 KU2586  STATE/COUNTY-  NY/SUFFOLK
 KU2586  USGS QUAD   -  GREENLAWN (1979)
 KU2586
 KU2586                         *CURRENT SURVEY CONTROL
 KU2586  ___________________________________________________________________
 KU2586* NAD 83(1996)-  40 47 14.50689(N)    073 16 58.87971(W)     ADJUSTED  
 KU2586* NAVD 88     -                                                        
 KU2586  ___________________________________________________________________
 KU2586  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KU2586  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU2586
 KU2586  HORZ ORDER  -  THIRD
 KU2586
 KU2586.The horizontal coordinates were established by classical geodetic methods
 KU2586.and adjusted by the National Geodetic Survey in January 1999..
 KU2586
 KU2586
 KU2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2586
 KU2586.The geoid height was determined by GEOID03.
 KU2586
 KU2586;                    North         East     Units Scale Factor Converg.
 KU2586;SPC NY L     -    69,173.586   360,515.563   MT  0.99999550   +0 28 08.3
 KU2586;SPC NY L     -   226,947.01  1,182,791.48   sFT  0.99999550   +0 28 08.3
 KU2586;SPC CT       -   147,433.740   259,808.136   MT  1.00006732   -0 21 12.3
 KU2586;SPC CT       -   483,705.53    852,387.19   sFT  1.00006732   -0 21 12.3
 KU2586;UTM  18      - 4,516,570.962   644,866.759   MT  0.99985831   +1 07 18.5
 KU2586
 KU2586                          SUPERSEDED SURVEY CONTROL
 KU2586
 KU2586  NAD 83(1996)-  40 47 14.50926(N)    073 16 58.87921(W) AD(       ) 4
 KU2586  NAD 83(1992)-  40 47 14.50845(N)    073 16 58.87858(W) AD(       ) 4
 KU2586  NAD 83(1986)-  40 47 14.51066(N)    073 16 58.88013(W) AD(       ) 4
 KU2586  NAD 27      -  40 47 14.17000(N)    073 17 00.47000(W) AD(       ) 3
 KU2586
 KU2586.Superseded values are not recommended for survey control.
 KU2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2586.See file dsdata.txt to determine how the superseded data were derived.
 KU2586
 KU2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4486716571(NAD 83)
 KU2586_MARKER: 63 = STACK
 KU2586
 KU2586  HISTORY     - Date     Condition        Report By
 KU2586  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2586  HISTORY     - 1963     GOOD             CGS
 KU2586
 KU2586                          STATION DESCRIPTION
 KU2586
 KU2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2586'STATION IS TWO TALL RED BRICKS STACKS AT THE POWER PLANT OF
 KU2586'PILGRIM STATE HOSPITAL 2.1 MILES BY ROAD NW OF BRENTWOOD RAILROAD
 KU2586'STATION AND 4.5 MILES S OF STATE HIGHWAY 25 AT COMMACK.  STACKS
 KU2586'ARE S 83 DEG 00 MIN E.
 KU2586
 KU2586                          STATION RECOVERY (1963)
 KU2586
 KU2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETC)
 KU2586'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2585 ***********************************************************************
 KU2585  DESIGNATION -  BRENTWOOD PILGRIM ST HOSP CUP
 KU2585  PID         -  KU2585
 KU2585  STATE/COUNTY-  NY/SUFFOLK
 KU2585  USGS QUAD   -  GREENLAWN (1979)
 KU2585
 KU2585                         *CURRENT SURVEY CONTROL
 KU2585  ___________________________________________________________________
 KU2585* NAD 83(1996)-  40 47 34.08083(N)    073 17 31.48523(W)     ADJUSTED  
 KU2585* NAVD 88     -                                                        
 KU2585  ___________________________________________________________________
 KU2585  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KU2585  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU2585
 KU2585  HORZ ORDER  -  THIRD
 KU2585
 KU2585.The horizontal coordinates were established by classical geodetic methods
 KU2585.and adjusted by the National Geodetic Survey in January 1999..
 KU2585
 KU2585
 KU2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2585
 KU2585.The geoid height was determined by GEOID03.
 KU2585
 KU2585;                    North         East     Units Scale Factor Converg.
 KU2585;SPC NY L     -    69,771.147   359,746.249   MT  0.99999540   +0 27 46.9
 KU2585;SPC NY L     -   228,907.50  1,180,267.49   sFT  0.99999540   +0 27 46.9
 KU2585;UTM  18      - 4,517,159.636   644,090.793   MT  0.99985555   +1 06 57.7
 KU2585
 KU2585                          SUPERSEDED SURVEY CONTROL
 KU2585
 KU2585  NAD 83(1996)-  40 47 34.08320(N)    073 17 31.48458(W) AD(       ) 4
 KU2585  NAD 83(1992)-  40 47 34.08249(N)    073 17 31.48389(W) AD(       ) 4
 KU2585  NAD 83(1986)-  40 47 34.08465(N)    073 17 31.48540(W) AD(       ) 4
 KU2585  NAD 27      -  40 47 33.73282(N)    073 17 33.06151(W) AD(       ) 3
 KU2585
 KU2585.Superseded values are not recommended for survey control.
 KU2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2585.See file dsdata.txt to determine how the superseded data were derived.
 KU2585
 KU2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4409117160(NAD 83)
 KU2585_MARKER: 86 = CUPOLA
 KU2585
 KU2585  HISTORY     - Date     Condition        Report By
 KU2585  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2585  HISTORY     - 1984     GOOD             USCG
 KU2585
 KU2585                          STATION DESCRIPTION
 KU2585
 KU2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2585'THE STATION IS THE APEX OF THE CUPOLA ATOP A LARGE RED OCTAGONAL
 KU2585'BUILDING WHICH IS ON THE ROOF OF COMBINED BUILDINGS NUMBERS 81, 82
 KU2585'AND 83 LOCATED AT THE INTERSECTION OF J AND C STREETS ON THE
 KU2585'PILGRIM STATE HOSPITAL GROUNDS IN BRENTWOOD.  THE OVER-ALL HEIGHT
 KU2585'IS ABOUT 150 FEET.  THE SMALL CUPOLA IS SILVER IN COLOR AND THE
 KU2585'OCTAGONAL BUILDING IS CONSTRUCTED OF BRICK AND TILE.
 KU2585
 KU2585                          STATION RECOVERY (1984)
 KU2585
 KU2585'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2585'STATION FOUND FAIR, RUSTING.
 KU2585'
 KU2585'MARKER RECOVERED AS DESCRIBED.  NOTE--THE BUILDING IS NOW A HIGH
 KU2585'SECURITY CORRECTIONAL FACILITY, SURROUNDED BY A 20 FOOT FENCE, WITH
 KU2585'THREE STRANDS OF RAZOR RIBBON, HI-INTENSITY LIGHTING AND REMOTE
 KU2585'OPERATED T.V., SCANNING.  ACCESS DURING DAYLIGHT HOURS CAN BE
 KU2585'DIRECTLY FROM COMMACK ROAD (COUNTY ROAD NO. 4), THROUGH D STREET,
 KU2585'EAST DIRECTLY TO THE STATION BUILDING.  THE FENCE LINE IS AT LEAST
 KU2585'1/4 MILE IN LENGTH AND COMPLETELY SURROUNDS THE BUILDING.
 KU2585'OMINOUS AND FOREBODING EVEN IN BRIGHT DAYLIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2313 ***********************************************************************
 KU2313  DESIGNATION -  BRENTWOOD ST JOSEPHS ACAD STK
 KU2313  PID         -  KU2313
 KU2313  STATE/COUNTY-  NY/SUFFOLK
 KU2313  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2313
 KU2313                         *CURRENT SURVEY CONTROL
 KU2313  ___________________________________________________________________
 KU2313* NAD 83(1996)-  40 46 26.73233(N)    073 14 27.73404(W)     ADJUSTED  
 KU2313* NAVD 88     -                                                        
 KU2313  ___________________________________________________________________
 KU2313  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KU2313  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU2313
 KU2313  HORZ ORDER  -  THIRD
 KU2313
 KU2313.The horizontal coordinates were established by classical geodetic methods
 KU2313.and adjusted by the National Geodetic Survey in January 1999..
 KU2313
 KU2313
 KU2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2313
 KU2313.The geoid height was determined by GEOID03.
 KU2313
 KU2313;                    North         East     Units Scale Factor Converg.
 KU2313;SPC NY L     -    67,729.794   364,071.926   MT  0.99999578   +0 29 47.1
 KU2313;SPC NY L     -   222,210.17  1,194,459.31   sFT  0.99999578   +0 29 47.1
 KU2313;SPC CT       -   145,938.955   263,343.673   MT  1.00007034   -0 19 32.1
 KU2313;SPC CT       -   478,801.39    863,986.70   sFT  1.00007034   -0 19 32.1
 KU2313;UTM  18      - 4,515,167.959   648,438.870   MT  0.99987121   +1 08 56.2
 KU2313
 KU2313                          SUPERSEDED SURVEY CONTROL
 KU2313
 KU2313  NAD 83(1996)-  40 46 26.73483(N)    073 14 27.73361(W) AD(       ) 4
 KU2313  NAD 83(1992)-  40 46 26.73374(N)    073 14 27.73309(W) AD(       ) 4
 KU2313  NAD 83(1986)-  40 46 26.73630(N)    073 14 27.73438(W) AD(       ) 4
 KU2313  NAD 27      -  40 46 26.42000(N)    073 14 29.32000(W) AD(       ) 3
 KU2313
 KU2313.Superseded values are not recommended for survey control.
 KU2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2313.See file dsdata.txt to determine how the superseded data were derived.
 KU2313
 KU2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4843915168(NAD 83)
 KU2313_MARKER: 63 = STACK
 KU2313
 KU2313  HISTORY     - Date     Condition        Report By
 KU2313  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2313  HISTORY     - 1963     GOOD             CGS
 KU2313
 KU2313                          STATION DESCRIPTION
 KU2313
 KU2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2313'STATION IS STACK AT ACADEMY OF ST. JOSEPH AT BRENTWOOD.  STACK
 KU2313'IS TALL ROUND YELLOW BRICK.  THERE IS A SHORT SQUARE RED
 KU2313'STACK NEARBY.
 KU2313
 KU2313                          STATION RECOVERY (1963)
 KU2313
 KU2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KU2313'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE
 KU2313'SHORT SQUARE RED STACK DESCRIBED AS NEAR THE STATION IS NO
 KU2313'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2314 ***********************************************************************
 KU2314  DESIGNATION -  BRENTWOOD ST JOSEPHS ACAD TWR
 KU2314  PID         -  KU2314
 KU2314  STATE/COUNTY-  NY/SUFFOLK
 KU2314  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2314
 KU2314                         *CURRENT SURVEY CONTROL
 KU2314  ___________________________________________________________________
 KU2314* NAD 83(1996)-  40 46 28.92683(N)    073 14 27.03566(W)     ADJUSTED  
 KU2314* NAVD 88     -                                                        
 KU2314  ___________________________________________________________________
 KU2314  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KU2314  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU2314
 KU2314  HORZ ORDER  -  THIRD
 KU2314
 KU2314.The horizontal coordinates were established by classical geodetic methods
 KU2314.and adjusted by the National Geodetic Survey in January 1999..
 KU2314
 KU2314
 KU2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2314
 KU2314.The geoid height was determined by GEOID03.
 KU2314
 KU2314;                    North         East     Units Scale Factor Converg.
 KU2314;SPC NY L     -    67,797.627   364,087.716   MT  0.99999576   +0 29 47.6
 KU2314;SPC NY L     -   222,432.71  1,194,511.11   sFT  0.99999576   +0 29 47.6
 KU2314;SPC CT       -   146,006.559   263,360.436   MT  1.00007020   -0 19 31.6
 KU2314;SPC CT       -   479,023.19    864,041.70   sFT  1.00007020   -0 19 31.6
 KU2314;UTM  18      - 4,515,235.959   648,453.885   MT  0.99987126   +1 08 56.7
 KU2314
 KU2314                          SUPERSEDED SURVEY CONTROL
 KU2314
 KU2314  NAD 83(1996)-  40 46 28.92932(N)    073 14 27.03522(W) AD(       ) 4
 KU2314  NAD 83(1992)-  40 46 28.92824(N)    073 14 27.03469(W) AD(       ) 4
 KU2314  NAD 83(1986)-  40 46 28.93079(N)    073 14 27.03599(W) AD(       ) 4
 KU2314  NAD 27      -  40 46 28.61000(N)    073 14 28.62000(W) AD(       ) 3
 KU2314
 KU2314.Superseded values are not recommended for survey control.
 KU2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2314.See file dsdata.txt to determine how the superseded data were derived.
 KU2314
 KU2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4845415236(NAD 83)
 KU2314_MARKER: 55 = TOWER
 KU2314
 KU2314  HISTORY     - Date     Condition        Report By
 KU2314  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2314
 KU2314                          STATION DESCRIPTION
 KU2314
 KU2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2314'STATION IS THE LARGE DARK, ORNATE MIDDLE DOME-LIKE TOWER ON
 KU2314'MAIN BUILDING OF ST. JOSEPH ACADEMY.  THERE IS A CROSS ON
 KU2314'TOP.  THERE IS A SMALLER DETACHED SQUARE YELLOW TOWER WITH GOLD
 KU2314'TOP NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2315 ***********************************************************************
 KU2315  DESIGNATION -  BRENTWOOD ST JOSEPH ACAD TANK
 KU2315  PID         -  KU2315
 KU2315  STATE/COUNTY-  NY/SUFFOLK
 KU2315  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2315
 KU2315                         *CURRENT SURVEY CONTROL
 KU2315  ___________________________________________________________________
 KU2315* NAD 83(1996)-  40 46 28.43132(N)    073 14 25.56460(W)     ADJUSTED  
 KU2315* NAVD 88     -                                                        
 KU2315  ___________________________________________________________________
 KU2315  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KU2315  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU2315
 KU2315  HORZ ORDER  -  THIRD
 KU2315
 KU2315.The horizontal coordinates were established by classical geodetic methods
 KU2315.and adjusted by the National Geodetic Survey in January 1999..
 KU2315
 KU2315
 KU2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2315
 KU2315.The geoid height was determined by GEOID03.
 KU2315
 KU2315;                    North         East     Units Scale Factor Converg.
 KU2315;SPC NY L     -    67,782.641   364,122.344   MT  0.99999577   +0 29 48.5
 KU2315;SPC NY L     -   222,383.55  1,194,624.72   sFT  0.99999577   +0 29 48.5
 KU2315;UTM  18      - 4,515,221.371   648,488.676   MT  0.99987139   +1 08 57.7
 KU2315
 KU2315                          SUPERSEDED SURVEY CONTROL
 KU2315
 KU2315  NAD 83(1996)-  40 46 28.43379(N)    073 14 25.56408(W) AD(       ) 4
 KU2315  NAD 83(1992)-  40 46 28.43301(N)    073 14 25.56353(W) AD(       ) 4
 KU2315  NAD 83(1986)-  40 46 28.43536(N)    073 14 25.56494(W) AD(       ) 4
 KU2315  NAD 27      -  40 46 28.08312(N)    073 14 27.14728(W) AD(       ) 3
 KU2315
 KU2315.Superseded values are not recommended for survey control.
 KU2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2315.See file dsdata.txt to determine how the superseded data were derived.
 KU2315
 KU2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4848915221(NAD 83)
 KU2315_MARKER: 53 = ELEVATED TANK
 KU2315
 KU2315  HISTORY     - Date     Condition        Report By
 KU2315  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2315  HISTORY     - 1984     GOOD             USCG
 KU2315
 KU2315                          STATION DESCRIPTION
 KU2315
 KU2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2315'THE STATION IS THE CENTER OF THE LARGER CAP ATOP A PEDESTAL SPHERE
 KU2315'WATER TANK.  THE TANK IS PAINTED GREY AND IS 160 FEET HIGH.
 KU2315'
 KU2315'THE TANK IS OWNED BY THE BRENTWOOD ST. JOSEPH ACADEMY AND IS
 KU2315'LOCATED ON THE EAST EDGE OF THE GROUNDS OF THE MARIA REJINA
 KU2315'CONVENT SISTERS OF ST. JOSEPH IN BRENTWOOD.
 KU2315
 KU2315                          STATION RECOVERY (1984)
 KU2315
 KU2315'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2315'STATION FOUND EXCELLENT.
 KU2315'
 KU2315'STATION RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2588 ***********************************************************************
 KU2588  DESIGNATION -  BRENTWOOD WATER TANK
 KU2588  PID         -  KU2588
 KU2588  STATE/COUNTY-  NY/SUFFOLK
 KU2588  USGS QUAD   -  GREENLAWN (1979)
 KU2588
 KU2588                         *CURRENT SURVEY CONTROL
 KU2588  ___________________________________________________________________
 KU2588* NAD 83(1996)-  40 47 03.34259(N)    073 16 35.73418(W)     ADJUSTED  
 KU2588* NAVD 88     -                                                        
 KU2588  ___________________________________________________________________
 KU2588  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KU2588  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KU2588
 KU2588  HORZ ORDER  -  THIRD
 KU2588
 KU2588.The horizontal coordinates were established by classical geodetic methods
 KU2588.and adjusted by the National Geodetic Survey in January 1999..
 KU2588
 KU2588
 KU2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2588
 KU2588.The geoid height was determined by GEOID03.
 KU2588
 KU2588;                    North         East     Units Scale Factor Converg.
 KU2588;SPC NY L     -    68,833.674   361,061.053   MT  0.99999556   +0 28 23.4
 KU2588;SPC NY L     -   225,831.81  1,184,581.14   sFT  0.99999556   +0 28 23.4
 KU2588;UTM  18      - 4,516,237.333   645,416.011   MT  0.99986027   +1 07 33.4
 KU2588
 KU2588                          SUPERSEDED SURVEY CONTROL
 KU2588
 KU2588  NAD 83(1996)-  40 47 03.34499(N)    073 16 35.73354(W) AD(       ) 4
 KU2588  NAD 83(1992)-  40 47 03.34425(N)    073 16 35.73290(W) AD(       ) 4
 KU2588  NAD 83(1986)-  40 47 03.34649(N)    073 16 35.73430(W) AD(       ) 4
 KU2588  NAD 27      -  40 47 02.99422(N)    073 16 37.31225(W) AD(       ) 3
 KU2588
 KU2588.Superseded values are not recommended for survey control.
 KU2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2588.See file dsdata.txt to determine how the superseded data were derived.
 KU2588
 KU2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4541616237(NAD 83)
 KU2588_MARKER: 53 = ELEVATED TANK
 KU2588
 KU2588  HISTORY     - Date     Condition        Report By
 KU2588  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2588  HISTORY     - 1984     GOOD             USCG
 KU2588
 KU2588                          STATION DESCRIPTION
 KU2588
 KU2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2588'THE STATION IS THE CENTER OF THE CAP ATOP A LARGE GREY METAL WATER
 KU2588'TANK WHICH IS SUPPORTED BY 8 LEGS AND THE OVER-ALL HEIGHT IS ABOUT
 KU2588'150 FEET.
 KU2588'
 KU2588'THE STATION IS LOCATED ABOUT 200 YARDS SOUTHWEST OF THE
 KU2588'INTERSECTION OF ST. ANDREWS STREET AND EISENHOWER AVENUE IN
 KU2588'BRENTWOOD AND OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY.
 KU2588
 KU2588                          STATION RECOVERY (1984)
 KU2588
 KU2588'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2588'STATION RECOVERED GOOD TO FAIR (RUSTING).
 KU2588'
 KU2588'TANK RECOVERED AS BASICALLY DESCRIBED.  CHANGES--LOCATION DESCRIPTION
 KU2588'IS NOT CORRECT.  ACCESS TO TANK IS ON EMJAY BLVD, WHICH INTERSECTS
 KU2588'EISENHOWER AV. LILCO UTILITY POLE ON CORNER OF PROPERTY, OUTSIDE
 KU2588'FENCE.  POLE NO. 8, LOCATED DUE SOUTH OF TANK.  ACCESS LADDER TO
 KU2588'TOP OF TANK LOCATED ON WEST LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1373 ***********************************************************************
 OF1373  DESIGNATION -  BREWER RESET
 OF1373  PID         -  OF1373
 OF1373  STATE/COUNTY-  NY/ONONDAGA
 OF1373  USGS QUAD   -  BREWERTON (1978)
 OF1373
 OF1373                         *CURRENT SURVEY CONTROL
 OF1373  ___________________________________________________________________
 OF1373* NAD 83(1996)-  43 13 59.71115(N)    076 08 28.81247(W)     ADJUSTED  
 OF1373* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 OF1373  ___________________________________________________________________
 OF1373  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 OF1373  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 OF1373
 OF1373  HORZ ORDER  -  FIRST
 OF1373
 OF1373.The horizontal coordinates were established by classical geodetic methods
 OF1373.and adjusted by the National Geodetic Survey in January 1999..
 OF1373
 OF1373.The orthometric height was scaled from a topographic map.
 OF1373
 OF1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1373
 OF1373.The geoid height was determined by GEOID03.
 OF1373
 OF1373;                    North         East     Units Scale Factor Converg.
 OF1373;SPC NY C     -   359,176.520   285,901.974   MT  0.99995335   +0 18 09.9
 OF1373;SPC NY C     - 1,178,398.30    937,996.73   sFT  0.99995335   +0 18 09.9
 OF1373;UTM  18      - 4,787,349.997   407,323.800   MT  0.99970565   -0 46 54.6
 OF1373
 OF1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1373!SPC NY C     -   0.99998495  x   0.99995335  =   0.99993830
 OF1373!UTM  18      -   0.99998495  x   0.99970565  =   0.99969060
 OF1373
 OF1373|---------------------------------------------------------------------|
 OF1373| PID    Reference Object                     Distance      Geod. Az  |
 OF1373|                                                           dddmmss.s |
 OF1373| CZ7531 BREWER RM 1                          24.570 METERS 10301     |
 OF1373| OF1375 BREWERTON USLS 1912                  17.190 METERS 11227     |
 OF1373| OF1377 NORTH SYRACUSE WATER TANK           APPROX.10.2 KM 1723100.8 |
 OF1373| CZ7530 BREWER AZ MK                                       2002846.8 |
 OF1373| OF1371 LIVERPOOL WATER TANK                APPROX.14.6 KM 2024625.6 |
 OF1373| CZ7532 BREWER RM 2                          26.924 METERS 25311     |
 OF1373| OF1343 CENTRAL SQUARE WATER TANK           APPROX. 6.0 KM 3550547.0 |
 OF1373|---------------------------------------------------------------------|
 OF1373
 OF1373                          SUPERSEDED SURVEY CONTROL
 OF1373
 OF1373  NAD 83(1986)-  43 13 59.71638(N)    076 08 28.80941(W) AD(       ) 1
 OF1373  NAD 27      -  43 13 59.46900(N)    076 08 30.08900(W) AD(       ) 1
 OF1373
 OF1373.Superseded values are not recommended for survey control.
 OF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1373.See file dsdata.txt to determine how the superseded data were derived.
 OF1373
 OF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0732487350(NAD 83)
 OF1373_MARKER: DS = TRIANGULATION STATION DISK
 OF1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1373
 OF1373  HISTORY     - Date     Condition        Report By
 OF1373  HISTORY     - 1974     MONUMENTED       NGS
 OF1373  HISTORY     - 1977     GOOD             NYDT
 OF1373
 OF1373                          STATION DESCRIPTION
 OF1373
 OF1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OF1373'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF BREWERTON, 8 MILES
 OF1373'NORTH OF SYRACUSE AND IS IN A FENCED IN AREA JUST SOUTH OF TWO
 OF1373'WATER TANKS.
 OF1373'
 OF1373'TO REACH THE STATION FROM THE BRIDGE AT BREWERTON, GO SOUTH
 OF1373'ON HIGHWAY 11 FOR 0.4 MILE TO A DIM SIDE ROAD RIGHT JUST AFTER
 OF1373'PASSING EXXON SERVICE STATION ON RIGHT, TURN RIGHT, GO WEST ON
 OF1373'DIM ROAD FOR 0.1 MILE TO STATION LOCATED INSIDE FENCE.  THE KEY
 OF1373'TO GATE MAY BE OBTAINED FROM THE WATER DEPARTMENT OFFICE IN
 OF1373'CICERO ABOUT 5 MILES SOUTH OF STATION.
 OF1373'
 OF1373'STATION AND UNDERGROUND MARK ARE STANDARD DISKS STAMPED BREWER
 OF1373'1942 1974.  SURFACE MARK IS A SQUARE CONCRETE MONUMENT FLUSH WITH
 OF1373'THE SURFACE OF GROUND, IT IS 92.0 FEET WEST OF FENCE, 55.7 FEET
 OF1373'EAST OF FENCE, 43.4 FEET SOUTH-SOUTHWEST OF CENTER PIPE OF THE
 OF1373'OLD WATER TANK, 18.7 FEET NORTH OF FENCE AND 17.7 FEET NORTH
 OF1373'OF WITNESS POST.
 OF1373'
 OF1373'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF SQUARE
 OF1373'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS
 OF1373'STAMPED BREWER NO 1 1942.  IT IS 89 FEET SOUTHEAST OF CENTER PIPE
 OF1373'OF THE OLD WATER TANK, 16.6 FEET WEST OF SOUTHEAST CORNER OF
 OF1373'FENCE AND 2.8 FEET SOUTH OF FENCE.
 OF1373'
 OF1373'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN TOP OF A SQUARE
 OF1373'CONCRETE MONUMENT AND THE DISK IS STAMPED BREWER NO 2 1942.  IT
 OF1373'IS 119 FEET SOUTHWEST OF THE CENTER PIPE OF OLD WATER TANK 32
 OF1373'FEET WEST OF THE SOUTHWEST CORNER OF FENCE AND 3.6 FEET WEST OF A
 OF1373'LARGE BOULDER.
 OF1373'
 OF1373'BREWERTON USLS 1912 IS AN IRREGULAR MASS OF CONCRETE WITH A
 OF1373'BOLT BENT OVER.  THE POINT HELD WAS A SMALL PUNCH MARK ON THE
 OF1373'NUT.  IT IS ABOUT 2 INCHES BELOW GROUND LEVEL, 43 FEET WEST OF
 OF1373'FENCE CORNER AND 5 FEET SOUTH OF FENCE.
 OF1373'
 OF1373'THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED AND IS
 OF1373'BELIEVED TO BE DESTROYED BY CONSTRUCTION OF CHURCH.
 OF1373'
 OF1373'NO NEW AZIMUTH WAS SET, UNABLE TO SEE OUT FROM THE STATION IS
 OF1373'ANY DIRECTION DUE TO THICK UNDERBRUSH AND TREES.
 OF1373
 OF1373                          STATION RECOVERY (1977)
 OF1373
 OF1373'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OF1373'STATION IS LOCATED ABOUT 0.5 MI. S OF BREWERTON, AND 7.75 MI. N
 OF1373'OF N. SYRACUSE, ON PROPERTY OWNED BY THE TOWN OF BREWERTON.  IT
 OF1373'IS 0.05 MI. W OF JUNES HOTEL, 43 FT. SW OF THE CENTER PIPE OF THE
 OF1373'BREWERTON WATER TANK, AND 0.05 MI. W OF U.S. HGWY. 11.  THE DISK
 OF1373'IS STAMPED BREWER 1942 AND PROJECTS 4 INCHES.
 OF1373'
 OF1373'RM 1 IS E OF THE STA. 10 FT. S OF THE LANE, 10 FT. W OF FENCE
 OF1373'INTER., AND 1 FT. N OF THE E AND W FENCE LINE.  THE DISK IS
 OF1373'STAMPED BREWER NO.1 1942 AND PROJECTING 3 INCHES.
 OF1373'
 OF1373'RM 2 IS W OF THE STA. ONE FOOT N OF THE E AND W FENCE LINE.  THE
 OF1373'DISK IS STAMPED BREWER NO.2 1942 AND PROJECTS 3 INCHES.
 OF1373'
 OF1373'AZ MARK IS ABOUT 0.3 MI. SSW OF THE STA. 25 FT. NE OF THE CENTER
 OF1373'OF A GRAVEL ROAD, 5 FT. W OF A 6-INCH MAPLE TREE, AND 0.25 MI. W
 OF1373'OF U.S. HGWY. 11.  THE DISK IS STAMPED BREWER 1942 AND PROJECTS 6
 OF1373'INCHES.  TO REACH FROM THE STA. GO S ON U.S. HGWY 11 FOR 0.5 MI.
 OF1373'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO W ON GRAVEL ROAD FOR 0.25
 OF1373'MI. TO THE MARK ON THE RIGHT.
 OF1373'
 OF1373'TO REACH STATION FROM THE ONONDAGA RIVER BRIDGE IN BREWERTON, GO
 OF1373'S ON U.S. HGWY 11 FOR 0.45 MI. TO A DIM LANE ON THE RIGHT JUST
 OF1373'AFTER PASSING JUNES HOTEL.  TURN RIGHT ON DIM LANE AND GO W FOR
 OF1373'0.1 MI. TO THE CITY WATER TANK AND STATION.
 OF1373'
 OF1373'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1374 ***********************************************************************
 OF1374  DESIGNATION -  BREWERTON CITY WATER TANK
 OF1374  PID         -  OF1374
 OF1374  STATE/COUNTY-  NY/ONONDAGA
 OF1374  USGS QUAD   -  BREWERTON (1978)
 OF1374
 OF1374                         *CURRENT SURVEY CONTROL
 OF1374  ___________________________________________________________________
 OF1374* NAD 83(1996)-  43 14 00.12066(N)    076 08 28.65830(W)     ADJUSTED  
 OF1374* NAVD 88     -                                                        
 OF1374  ___________________________________________________________________
 OF1374  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 OF1374  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 OF1374
 OF1374  HORZ ORDER  -  THIRD
 OF1374
 OF1374.The horizontal coordinates were established by classical geodetic methods
 OF1374.and adjusted by the National Geodetic Survey in January 1999..
 OF1374
 OF1374
 OF1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1374
 OF1374.The geoid height was determined by GEOID03.
 OF1374
 OF1374;                    North         East     Units Scale Factor Converg.
 OF1374;SPC NY C     -   359,189.175   285,905.385   MT  0.99995335   +0 18 10.0
 OF1374;SPC NY C     - 1,178,439.82    938,007.92   sFT  0.99995335   +0 18 10.0
 OF1374;UTM  18      - 4,787,362.582   407,327.450   MT  0.99970565   -0 46 54.5
 OF1374
 OF1374                          SUPERSEDED SURVEY CONTROL
 OF1374
 OF1374  NAD 83(1986)-  43 14 00.12572(N)    076 08 28.65438(W) AD(       ) 4
 OF1374  NAD 27      -  43 13 59.85000(N)    076 08 29.94000(W) AD(       ) 3
 OF1374
 OF1374.Superseded values are not recommended for survey control.
 OF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1374.See file dsdata.txt to determine how the superseded data were derived.
 OF1374
 OF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0732787363(NAD 83)
 OF1374
 OF1374  HISTORY     - Date     Condition        Report By
 OF1374  HISTORY     - 1942     MONUMENTED       CGS
 OF1374  HISTORY     - 1984     GOOD             USPSQD
 OF1374  HISTORY     - 19920727 GOOD             USPSQD
 OF1374
 OF1374                          STATION DESCRIPTION
 OF1374
 OF1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1374'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 OF1374'SUPPLY, LOCATED ABOUT 0.5 MILE SW OF THE CENTER OF TOWN, 0.1 MILE
 OF1374'W OF U.S. HIGHWAY 11, AND 0.1 MILE W OF JUNES HOTEL.  IT IS A
 OF1374'FOUR-LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH, AND THE ENTIRE
 OF1374'STRUCTURE IS PAINTED A DARK GREY.  POINT OBSERVED UPON WAS THE
 OF1374'CENTER OF THE CENTER PIPE.
 OF1374'
 OF1374'LOCATED TO TRIANGULATION STATION BREWER BY DIRECTION AND TRAVERSE.
 OF1374
 OF1374                          STATION RECOVERY (1984)
 OF1374
 OF1374'RECOVERY NOTE BY US POWER SQUADRON 1984 (HEW)
 OF1374'LANDMARK FOUND GOOD.
 OF1374
 OF1374                          STATION RECOVERY (1992)
 OF1374
 OF1374'RECOVERY NOTE BY US POWER SQUADRON 1992 (RHS)
 OF1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1375 ***********************************************************************
 OF1375  DESIGNATION -  BREWERTON USLS 1912
 OF1375  PID         -  OF1375
 OF1375  STATE/COUNTY-  NY/ONONDAGA
 OF1375  USGS QUAD   -  BREWERTON (1978)
 OF1375
 OF1375                         *CURRENT SURVEY CONTROL
 OF1375  ___________________________________________________________________
 OF1375* NAD 83(1996)-  43 13 59.49838(N)    076 08 28.10841(W)     ADJUSTED  
 OF1375* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 OF1375  ___________________________________________________________________
 OF1375  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 OF1375  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 OF1375
 OF1375  HORZ ORDER  -  SECOND
 OF1375
 OF1375.The horizontal coordinates were established by classical geodetic methods
 OF1375.and adjusted by the National Geodetic Survey in January 1999..
 OF1375
 OF1375.The orthometric height was scaled from a topographic map.
 OF1375
 OF1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1375
 OF1375.The geoid height was determined by GEOID03.
 OF1375
 OF1375;                    North         East     Units Scale Factor Converg.
 OF1375;SPC NY C     -   359,170.038   285,917.894   MT  0.99995336   +0 18 10.4
 OF1375;SPC NY C     - 1,178,377.03    938,048.96   sFT  0.99995336   +0 18 10.4
 OF1375;UTM  18      - 4,787,343.216   407,339.591   MT  0.99970562   -0 46 54.1
 OF1375
 OF1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1375!SPC NY C     -   0.99998495  x   0.99995336  =   0.99993831
 OF1375!UTM  18      -   0.99998495  x   0.99970562  =   0.99969057
 OF1375
 OF1375                          SUPERSEDED SURVEY CONTROL
 OF1375
 OF1375  NAD 83(1986)-  43 13 59.50355(N)    076 08 28.10515(W) AD(       ) 2
 OF1375  NAD 27      -  43 13 59.25600(N)    076 08 29.38500(W) AD(       ) 2
 OF1375
 OF1375.Superseded values are not recommended for survey control.
 OF1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1375.See file dsdata.txt to determine how the superseded data were derived.
 OF1375
 OF1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0734087343(NAD 83)
 OF1375
 OF1375  HISTORY     - Date     Condition        Report By
 OF1375  HISTORY     - 1912     MONUMENTED       CGS
 OF1375  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OF1375  HISTORY     - 1960     SEE DESCRIPTION  LOCENG
 OF1375  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OF1375
 OF1375                          STATION DESCRIPTION
 OF1375
 OF1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1375'THE STATION IS LOCATED ABOUT 0.5 MILE S OF BREWERTON, AND 7.75
 OF1375'MILES N OF N SYRACUSE.  IT IS 55 FEET SE OF THE LADDER LEG OF THE
 OF1375'CITY WATER TANK 0.1 MILE W OF U.S. HIGHWAY 11, 0.1 MILE W OF
 OF1375'JUNES HOTEL, AND 1 FOOT S OF THE E-AND-W WIRE FENCE.  THE MARK
 OF1375'IS AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND, WITH AN
 OF1375'IRON BOLT IN THE CENTER.  THE BOLT IS BENT OVER FLUSH WITH THE
 OF1375'CONCRETE SURFACE.  POINT OBSERVED UPON WAS THE NUT ON THE
 OF1375'BOLT.  LOCATED TO TRIANGULATION STATION BREWER BY DISTANCE AND
 OF1375'DIRECTION.
 OF1375
 OF1375                          STATION RECOVERY (1960)
 OF1375
 OF1375'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (DDR)
 OF1375'THE MARK IS STAMPED BREWERTON NO 1 1942 MAY HAVE SHIFTED, THEREBY
 OF1375'CHANGING THE ELEVATION, DUE TO EXCAVATION IN IMMEDIATE VICINITY
 OF1375'BY CONTRACTOR INSTALLING GATE VALVE AND LAYING WATER MAIN.
 OF1375
 OF1375                          STATION RECOVERY (1974)
 OF1375
 OF1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OF1375'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AN
 OF1375'IRREGULAR MASS OF CONCRETE WITH AN OLD RUSTY BOLT BENT OVER AND
 OF1375'A SMALL PUNCH HOLE IN THE NUT WAS USED AS POINT INTERSECTED, IT
 OF1375'IS ABOUT 2 INCHES UNDERGROUND, 43 FEET WEST OF FENCE CORNER AND
 OF1375'5 FEET SOUTH OF FENCE.
 OF1375'
 OF1375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1375'1/2 MILE SOUTH OF BREWERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0708 ***********************************************************************
 OG0708  DESIGNATION -  BREWERY IWC
 OG0708  PID         -  OG0708
 OG0708  STATE/COUNTY-  NY/ERIE
 OG0708  USGS QUAD   -  
 OG0708
 OG0708                         *CURRENT SURVEY CONTROL
 OG0708  ___________________________________________________________________
 OG0708* NAD 83(1996)-  43 00 43.59944(N)    078 54 03.46212(W)     ADJUSTED  
 OG0708* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 OG0708  ___________________________________________________________________
 OG0708  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OG0708  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OG0708
 OG0708  HORZ ORDER  -  THIRD
 OG0708
 OG0708.The horizontal coordinates were established by classical geodetic methods
 OG0708.and adjusted by the National Geodetic Survey in January 1999..
 OG0708
 OG0708.The orthometric height was scaled from a topographic map.
 OG0708
 OG0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0708
 OG0708.The geoid height was determined by GEOID03.
 OG0708
 OG0708;                    North         East     Units Scale Factor Converg.
 OG0708;SPC NY W     -   334,564.345   324,106.972   MT  0.99994574   -0 13 00.0
 OG0708;SPC NY W     - 1,097,649.86  1,063,340.96   sFT  0.99994574   -0 13 00.0
 OG0708;UTM  17      - 4,764,297.635   671,058.264   MT  0.99995998   +1 25 56.0
 OG0708
 OG0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0708!SPC NY W     -   0.99997845  x   0.99994574  =   0.99992419
 OG0708!UTM  17      -   0.99997845  x   0.99995998  =   0.99993843
 OG0708
 OG0708:                Primary Azimuth Mark                     Grid Az
 OG0708:SPC NY W     -  SHRUBBERY IWC                            143 47 06.3
 OG0708:UTM  17      -  SHRUBBERY IWC                            142 08 10.3
 OG0708
 OG0708|---------------------------------------------------------------------|
 OG0708| PID    Reference Object                     Distance      Geod. Az  |
 OG0708|                                                           dddmmss.s |
 OG0708| OG0700 SHRUBBERY IWC                       APPROX. 1.0 KM 1433406.3 |
 OG0708|---------------------------------------------------------------------|
 OG0708
 OG0708                          SUPERSEDED SURVEY CONTROL
 OG0708
 OG0708  NAD 83(1986)-  43 00 43.60542(N)    078 54 03.45881(W) AD(       ) 3
 OG0708  NAD 27      -  43 00 43.40200(N)    078 54 04.32000(W) AD(       ) 3
 OG0708
 OG0708.Superseded values are not recommended for survey control.
 OG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0708.See file dsdata.txt to determine how the superseded data were derived.
 OG0708
 OG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7105864298(NAD 83)
 OG0708_MARKER: B = BOLT
 OG0708_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OG0708_SP_SET: OBJECT DRIVEN INTO GROUND
 OG0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0708
 OG0708  HISTORY     - Date     Condition        Report By
 OG0708  HISTORY     - 1910     MONUMENTED       IWC
 OG0708
 OG0708                          STATION DESCRIPTION
 OG0708
 OG0708'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1910
 OG0708'THIS STATION IS SITUATED ON AMERICAN MAINLAND, EAST OF RIVER ROAD
 OG0708'ABOUT 300 YARDS SOUTH OF TONAWANDA BREWERY.  STATION ESTABLISHED IN
 OG0708'1910.
 OG0708'
 OG0708'GEODETIC POINT IS CENTER OF TOP OF 1 INCH IRON BOLT DRIVEN IN GROUND.
 OG0708'TOP OF BOLT 10 INCHES BELOW THE SURFACE OF GROUND.  NO MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1270 ***********************************************************************
 LX1270  DESIGNATION -  BREWSTER
 LX1270  PID         -  LX1270
 LX1270  STATE/COUNTY-  NY/PUTNAM
 LX1270  USGS QUAD   -  BREWSTER (1984)
 LX1270
 LX1270                         *CURRENT SURVEY CONTROL
 LX1270  ___________________________________________________________________
 LX1270* NAD 83(1986)-  41 23 40.     (N)    073 37 05.     (W)     SCALED    
 LX1270* NAVD 88     -       120.746  (meters)     396.15   (feet)  POSTED    
 LX1270  ___________________________________________________________________
 LX1270  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX1270  DYNAMIC HT  -         120.700 (meters)     396.00  (feet)  COMP
 LX1270  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX1270
 LX1270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX1270
 LX1270.The horizontal coordinates were scaled from a topographic map and have
 LX1270.an estimated accuracy of +/- 6 seconds.
 LX1270
 LX1270.The orthometric height was determined by differential leveling
 LX1270.and adjusted by the National Geodetic Survey in 1992..
 LX1270.No vertical observational check was made to the station.
 LX1270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX1270.was located on a no-check spur therefore a value was not computed.
 LX1270
 LX1270.The geoid height was determined by GEOID03.
 LX1270
 LX1270.The dynamic height is computed by dividing the NAVD 88
 LX1270.geopotential number by the normal gravity value computed on the
 LX1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1270.degrees latitude (g = 980.6199 gals.).
 LX1270
 LX1270.The modeled gravity was interpolated from observed gravity values.
 LX1270
 LX1270;                    North         East    Units  Estimated Accuracy
 LX1270;SPC NY E     -   284,730.      223,750.      MT  (+/- 180 meters Scaled)
 LX1270
 LX1270                          SUPERSEDED SURVEY CONTROL
 LX1270
 LX1270  NGVD 29 (??/??/92)  121.015  (m)          397.03   (f) ADJ UNCH    2 0
 LX1270
 LX1270.Superseded values are not recommended for survey control.
 LX1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1270.See file dsdata.txt to determine how the superseded data were derived.
 LX1270
 LX1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL155834(NAD 83)
 LX1270_MARKER: DB = BENCH MARK DISK
 LX1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1270_SP_SET: ENTRANCE PLATFORM
 LX1270_STAMPING: BREWSTER 1935
 LX1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1270
 LX1270  HISTORY     - Date     Condition        Report By
 LX1270  HISTORY     - 1935     MONUMENTED       CGS
 LX1270
 LX1270                          STATION DESCRIPTION
 LX1270
 LX1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1270'AT BREWSTER.
 LX1270'AT BREWSTER, PUTNAM COUNTY, IN THE PUTNAM COUNTY SAVINGS BANK
 LX1270'BUILDING, ON THE WEST END OF PLATFORM OF ENTRANCE, 7 FEET WEST
 LX1270'OF CENTERLINE OF ENTRANCE, 35 FEET NORTH OF CENTERLINE OF MAIN
 LX1270'STREET, 25 FEET EAST OF CENTERLINE OF PROGRESS STREET AND 2 FEET
 LX1270'ABOVE TOP OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2109 ***********************************************************************
 PG2109  DESIGNATION -  BREWSTER
 PG2109  PID         -  PG2109
 PG2109  STATE/COUNTY-  NY/ESSEX
 PG2109  USGS QUAD   -  
 PG2109
 PG2109                         *CURRENT SURVEY CONTROL
 PG2109  ___________________________________________________________________
 PG2109* NAD 83(1996)-  44 17 44.29709(N)    073 59 00.18737(W)     ADJUSTED  
 PG2109* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 PG2109  ___________________________________________________________________
 PG2109  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 PG2109  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PG2109
 PG2109  HORZ ORDER  -  SECOND
 PG2109
 PG2109.The horizontal coordinates were established by classical geodetic methods
 PG2109.and adjusted by the National Geodetic Survey in January 1999..
 PG2109
 PG2109.The orthometric height was scaled from a topographic map.
 PG2109
 PG2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2109
 PG2109.The geoid height was determined by GEOID03.
 PG2109
 PG2109;                    North         East     Units Scale Factor Converg.
 PG2109;SPC NY E     -   606,739.693   191,225.281   MT  0.99992089   +0 21 38.8
 PG2109;SPC NY E     - 1,990,611.81    627,378.28   sFT  0.99992089   +0 21 38.8
 PG2109;UTM  18      - 4,905,212.057   581,100.476   MT  0.99968089   +0 42 36.0
 PG2109
 PG2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2109!SPC NY E     -   0.99990958  x   0.99992089  =   0.99983048
 PG2109!UTM  18      -   0.99990958  x   0.99968089  =   0.99959050
 PG2109
 PG2109:                Primary Azimuth Mark                     Grid Az
 PG2109:SPC NY E     -  BREWSTER AZ MK                           173 04 59.9
 PG2109:UTM  18      -  BREWSTER AZ MK                           172 44 02.7
 PG2109
 PG2109|---------------------------------------------------------------------|
 PG2109| PID    Reference Object                     Distance      Geod. Az  |
 PG2109|                                                           dddmmss.s |
 PG2109| DA4904 BREWSTER AZ MK                                     1732638.7 |
 PG2109| PG2111 LAKE PLACID STEVENS HOUSE FLAG      386.418 METERS 22633     |
 PG2109| DA4905 BREWSTER RM 1                        18.859 METERS 24833     |
 PG2109| PG2107 BREWSTER 2                           31.017 METERS 25425     |
 PG2109| PG2108 LAKE PLACID AIRPLANE SPOT LOH        23.200 METERS 29922     |
 PG2109| DA4906 BREWSTER RM 2                        17.382 METERS 34902     |
 PG2109|---------------------------------------------------------------------|
 PG2109
 PG2109                          SUPERSEDED SURVEY CONTROL
 PG2109
 PG2109  NAD 83(1996)-  44 17 44.30018(N)    073 59 00.18970(W) AD(       ) 2
 PG2109  NAD 83(1992)-  44 17 44.30305(N)    073 59 00.19676(W) AD(       ) 2
 PG2109  NAD 83(1986)-  44 17 44.30471(N)    073 59 00.19566(W) AD(       ) 2
 PG2109  NAD 27      -  44 17 44.13600(N)    073 59 01.63200(W) AD(       ) 2
 PG2109
 PG2109.Superseded values are not recommended for survey control.
 PG2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2109.See file dsdata.txt to determine how the superseded data were derived.
 PG2109
 PG2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8110005212(NAD 83)
 PG2109
 PG2109  HISTORY     - Date     Condition        Report By
 PG2109  HISTORY     - 1942     MONUMENTED       CGS
 PG2109  HISTORY     - 1958     SEE DESCRIPTION  CGS
 PG2109
 PG2109                          STATION DESCRIPTION
 PG2109
 PG2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2109'THE STATION IS ABOUT 0.4 MILE N OF THE BUSINESS DISTRICT OF
 PG2109'LAKE PLACID, ON THE HIGHEST PART OF A PROMINENT BARE HILL AND
 PG2109'ON THE OLD STEVENS HOUSE PROPERTY ABOUT 0.2 MILE NE OF THE
 PG2109'HOTEL.  IT IS 23.20 METERS ESE OF THE CENTER OF AN AIRPLANE
 PG2109'SPOTTERS LOOKOUT HOUSE.  IT IS A NEW YORK STATE ADIRONDACK
 PG2109'SURVEY COPPER PLUG SET IN A DRILL HOLE IN A BOULDER WHICH IS
 PG2109'FLUSH WITH THE SURFACE OF THE GROUND.  THE LETTERING IS
 PG2109'PARTIALLY DESTROYED BUT SURVEY, COLVIN AND 1883 ARE STILL
 PG2109'LEGIBLE.
 PG2109'
 PG2109'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE, AS
 PG2109'DESCRIBED IN NOTE 11A.
 PG2109'
 PG2109'REFERENCE MARK NO.1 IS WSW OF THE STATION AND 45 FEET S OF THE
 PG2109'S SIDE OF THE LOOKOUT HOUSE.  IT IS STAMPED BREWSTER NO. 1 1942
 PG2109'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PG2109'
 PG2109'REFERENCE MARK NO.2 IS N BY W OF THE STATION AND 45 FEET E OF
 PG2109'THE E SIDE OF THE LOOKOUT HOUSE.  IT IS STAMPED BREWSTER NO. 2
 PG2109'1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PG2109'
 PG2109'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 PG2109'
 PG2109'THE AZIMUTH MARK IS ABOUT 0.4 MILE S OF THE STATION, 6 FEET S
 PG2109'OF THE S EDGE OF LAKE PLACID, 80 FEET NW OF THE CENTER LINE
 PG2109'OF A STREET AND 39 FEET NE OF A FOOT PATH.  IT IS 4 FEET W BY
 PG2109'N OF A WHITE REFERENCE POST.  IT IS STAMPED BREWSTER 1942 AND
 PG2109'IS IN A DRILL HOLE IN A 5- BY 5-FOOT BOULDER WHICH PROJECTS
 PG2109'ABOUT 18 INCHES.
 PG2109'
 PG2109'A 6-FOOT SIGNAL AT WHITEFACE, A 25-FOOT SIGNAL AT SENTINEL AND
 PG2109'A 4-FOOT SIGNAL AT JOHN BROWNS GRAVE ARE VISIBLE AT 37 FEET.
 PG2109'
 PG2109'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 PG2109
 PG2109                          STATION RECOVERY (1958)
 PG2109
 PG2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 PG2109'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK RECOVERED IN GOOD
 PG2109'CONDITION.  THE STATION MARK HAD BEEN DESTROYED BY ROAD
 PG2109'CONSTRUCTION IN 1949.
 PG2109'
 PG2109'A STAKE WAS SET IN THE ORIGINAL POSITION FROM THE REFERENCE
 PG2109'MARK MEASUREMENTS AND CHECKED BY OBSERVATIONS.
 PG2109'
 PG2109'A NEW STATION WAS ESTABLISHED AND REFERENCE MARK 2 WAS
 PG2109'DESTROYED BY THIS PARTY.
 PG2109'
 PG2109'SEE DESCRIPTION FOR BREWSTER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2107 ***********************************************************************
 PG2107  DESIGNATION -  BREWSTER 2
 PG2107  PID         -  PG2107
 PG2107  STATE/COUNTY-  NY/ESSEX
 PG2107  USGS QUAD   -  
 PG2107
 PG2107                         *CURRENT SURVEY CONTROL
 PG2107  ___________________________________________________________________
 PG2107* NAD 83(1996)-  44 17 44.02715(N)    073 59 01.53509(W)     ADJUSTED  
 PG2107* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 PG2107  ___________________________________________________________________
 PG2107  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 PG2107  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PG2107
 PG2107  HORZ ORDER  -  SECOND
 PG2107
 PG2107.The horizontal coordinates were established by classical geodetic methods
 PG2107.and adjusted by the National Geodetic Survey in January 1999..
 PG2107
 PG2107.The orthometric height was scaled from a topographic map.
 PG2107
 PG2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2107
 PG2107.The geoid height was determined by GEOID03.
 PG2107
 PG2107;                    North         East     Units Scale Factor Converg.
 PG2107;SPC NY E     -   606,731.174   191,195.459   MT  0.99992086   +0 21 37.9
 PG2107;SPC NY E     - 1,990,583.86    627,280.44   sFT  0.99992086   +0 21 37.9
 PG2107;UTM  18      - 4,905,203.358   581,070.714   MT  0.99968083   +0 42 35.1
 PG2107
 PG2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2107!SPC NY E     -   0.99990958  x   0.99992086  =   0.99983045
 PG2107!UTM  18      -   0.99990958  x   0.99968083  =   0.99959044
 PG2107
 PG2107|---------------------------------------------------------------------|
 PG2107| PID    Reference Object                     Distance      Geod. Az  |
 PG2107|                                                           dddmmss.s |
 PG2107| DA4905 BREWSTER RM 1                                      07320     |
 PG2107| PG2109 BREWSTER                             31.017 METERS 07425     |
 PG2107| DA4904 BREWSTER AZ MK                                     1620721.2 |
 PG2107| DA4907 BREWSTER 2 RM 3                      25.900 METERS 17013     |
 PG2107|---------------------------------------------------------------------|
 PG2107
 PG2107                          SUPERSEDED SURVEY CONTROL
 PG2107
 PG2107  NAD 83(1996)-  44 17 44.03024(N)    073 59 01.53742(W) AD(       ) 2
 PG2107  NAD 83(1992)-  44 17 44.03311(N)    073 59 01.54449(W) AD(       ) 2
 PG2107  NAD 83(1986)-  44 17 44.03478(N)    073 59 01.54338(W) AD(       ) 2
 PG2107  NAD 27      -  44 17 43.86600(N)    073 59 02.98000(W) AD(       ) 2
 PG2107
 PG2107.Superseded values are not recommended for survey control.
 PG2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2107.See file dsdata.txt to determine how the superseded data were derived.
 PG2107
 PG2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8107105203(NAD 83)
 PG2107_MARKER: DS = TRIANGULATION STATION DISK
 PG2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2107_STAMPING: BREWSTER 2 1958
 PG2107_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2107+STABILITY: SURFACE MOTION
 PG2107
 PG2107  HISTORY     - Date     Condition        Report By
 PG2107  HISTORY     - 1958     MONUMENTED       CGS
 PG2107  HISTORY     - 1963     SEE DESCRIPTION  LDA
 PG2107  HISTORY     - 19920716 GOOD             NYDEP
 PG2107
 PG2107                          STATION DESCRIPTION
 PG2107
 PG2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HEF)
 PG2107'RECOVERED BY ADIRONDACK SURVEY.
 PG2107'
 PG2107'THE STATION IS ON THE HIGHEST PART OF A PROMINENT HILL (LOCALLY
 PG2107'KNOWN AS SIGNAL HILL), BETWEEN LAKE PLACID ON THE N, MIRROR LAKE
 PG2107'AND THE VILLAGE OF LAKE PLACID ON THE S.  THIS AREA IS PART OF A
 PG2107'DEVELOPMENT KNOWN AS THE SIGNAL HILL COLONY.
 PG2107'
 PG2107'TO REACH THE STATION FROM NORTH ELBA TOWN HALL AT THE
 PG2107'T-INTERSECTION OF SHORE DRIVE AND STATE HIGHWAY 86 (MAIN ST) IN
 PG2107'THE VILLAGE OF LAKE PLACID (*), GO N AND W ON STATE HIGHWAY 86
 PG2107'FOR 0.9 MI. TO STEVENS ROAD, TURN RIGHT AND FOLLOW STEVENS ROAD
 PG2107'E AND N FOR 0.4 MI. TO A DIRT ROAD (SENECA ST.), TURN RIGHT FOR
 PG2107'160 FT. AND THE STATION ON THE RIGHT.
 PG2107'
 PG2107'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT GO E ON SHORE
 PG2107'DRIVE FOR 0.1 MI. AND THE MARK ON THE LEFT.
 PG2107'
 PG2107'STATION MARKS ARE STANDARD DISKS, STAMPED BREWSTER 2 1958.  THE
 PG2107'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 PG2107'IN.  IT IS 163 FT. E OF THE CENTERLINE OF STEVENS ROAD, AND 16 FT.
 PG2107'S OF THE CENTERLINE OF A DIRT ROAD (SENECA ST.).  THE UNDERGROUND
 PG2107'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 IN. BELOW THE
 PG2107'SURFACE OF THE GROUND.
 PG2107'
 PG2107'REFERENCE MARK 1, A STANDARD DISK, STAMPED BREWSTER NO 1 1942 IS
 PG2107'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 PG2107'GROUND.  IT IS 204 FT. E OF THE CENTERLINE OF STEVENS ROAD, AND 14
 PG2107'FT. S OF THE CENTERLINE OF A DIRT ROAD (SENECA ST.).  (ARROW DOES
 PG2107'NOT POINT TOWARD THE STATION, IT IS ABOUT 180 DEG IN ERROR.)
 PG2107'
 PG2107'REFERENCE MARK 3, A STANDARD DISK, STAMPED BREWSTER 2 NO 3 1958
 PG2107'IS SET IN A CONCRETE CYLINDER WHICH PROJECTS 3 IN.  IT IS 160 FT.
 PG2107'E OF THE CENTERLINE OF STEVENS ROAD, 101 FT. S OF THE CENTERLINE
 PG2107'OF A DIRT ROAD (SENECA ST.), AND 9 FT. N OF A 6 IN. FIR TREE.
 PG2107'
 PG2107'AZIMUTH MARK IS A STANDARD DISK, STAMPED BREWSTER 1942, CEMENTED
 PG2107'IN A DRILL HOLE IN A 5- BY 5-FT. BOULDER WHICH PROJECTS 18 IN.  IT
 PG2107'IS AT A SMALL BATHING BEACH, 80 FT. NW OF THE CENTERLINE OF
 PG2107'SHORE DRIVE, AND 6 FT. S OF THE S EDGE OF MIRROR LAKE.
 PG2107
 PG2107                          STATION RECOVERY (1963)
 PG2107
 PG2107'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PG2107'STATION WAS FOUND IN GOOD CONDITION.  MEASURED DISTANCE FROM
 PG2107'STATION TO CENTERLINE OF SENECA STREET WAS 13.9 FT.
 PG2107'
 PG2107'REFERENCE MARK NO.1 AND REFERENCE MARK NO.3 WERE FOUND AS
 PG2107'DESCRIBED, IN GOOD CONDITION.
 PG2107'
 PG2107'THE CONCRETE POST FOR REFERENCE MARK NO.2 WAS FOUND.
 PG2107
 PG2107                          STATION RECOVERY (1992)
 PG2107
 PG2107'RECOVERY NOTE BY NEW YORK DEPT OF ENVIRON PROTECTION 1992 (LD)
 PG2107'TAKE STEVENS ROAD TO ITS INTERSECTION WITH SIGNAL HILL ON LEFT.  TAKE
 PG2107'SIGNAL HILL ABOUT 200 FT (61.0 M) TO GRAVEL DRIVEWAY ON RIGHT,
 PG2107'DRIVEWAY TO BORLAND RESIDENCE.  TURN RIGHT ONTO GRAVEL DRIVE FOR 160
 PG2107'FT (48.8 M) AND THE STATION ON THE RIGHT.  STATION IS IN THE REAR YARD
 PG2107'OF THE JOHN M WILKINS RESIDENCE.  LOCAL STREET NAMES HAVE CHANGED
 PG2107'SOMEWHAT FROM ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1271 ***********************************************************************
 LX1271  DESIGNATION -  BREWSTER RESET
 LX1271  PID         -  LX1271
 LX1271  STATE/COUNTY-  NY/PUTNAM
 LX1271  USGS QUAD   -  BREWSTER (1984)
 LX1271
 LX1271                         *CURRENT SURVEY CONTROL
 LX1271  ___________________________________________________________________
 LX1271* NAD 83(1986)-  41 23 40.     (N)    073 37 05.     (W)     SCALED    
 LX1271* NAVD 88     -       120.25   (+/-2cm)     394.5    (feet)  VERTCON   
 LX1271  ___________________________________________________________________
 LX1271  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX1271
 LX1271  VERT ORDER  -  THIRD (See Below)
 LX1271
 LX1271.The horizontal coordinates were scaled from a topographic map and have
 LX1271.an estimated accuracy of +/- 6 seconds.
 LX1271
 LX1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX1271.The vertical order pertains to the NGVD 29 superseded value.
 LX1271
 LX1271.The geoid height was determined by GEOID03.
 LX1271
 LX1271;                    North         East    Units  Estimated Accuracy
 LX1271;SPC NY E     -   284,730.      223,750.      MT  (+/- 180 meters Scaled)
 LX1271
 LX1271                          SUPERSEDED SURVEY CONTROL
 LX1271
 LX1271  NGVD 29 (09/01/04)  120.52   (m)          395.4    (f) RESET       3  
 LX1271
 LX1271.Superseded values are not recommended for survey control.
 LX1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1271.See file dsdata.txt to determine how the superseded data were derived.
 LX1271
 LX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL155834(NAD 83)
 LX1271_MARKER: DB = BENCH MARK DISK
 LX1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1271_SP_SET: SIDEWALK
 LX1271_STAMPING: BREWSTER 1951
 LX1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1271
 LX1271  HISTORY     - Date     Condition        Report By
 LX1271  HISTORY     - 1951     MONUMENTED       LOCENG
 LX1271
 LX1271                          STATION DESCRIPTION
 LX1271
 LX1271'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 LX1271'AT BREWSTER.
 LX1271'AT BREWSTER, PUTNAM COUNTY, AT THE PUTNAM COUNTY SAVINGS BANK,
 LX1271'7.10 FEET EAST OF THE SOUTHWEST CORNER, 1.95 FEET SOUTH OF THE
 LX1271'SOUTH FACE, AND IN THE CONCRETE SIDEWALK.  A STANDARD DISK,
 LX1271'STAMPED BREWSTER 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4016 ***********************************************************************
 LX4016  DESIGNATION -  BRIAR
 LX4016  PID         -  LX4016
 LX4016  STATE/COUNTY-  NY/WESTCHESTER
 LX4016  USGS QUAD   -  OSSINING (1979)
 LX4016
 LX4016                         *CURRENT SURVEY CONTROL
 LX4016  ___________________________________________________________________
 LX4016* NAD 83(1996)-  41 09 33.48795(N)    073 50 39.93403(W)     ADJUSTED  
 LX4016* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 LX4016  ___________________________________________________________________
 LX4016  LAPLACE CORR-           9.61  (seconds)                    DEFLEC99
 LX4016  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LX4016
 LX4016  HORZ ORDER  -  FIRST
 LX4016
 LX4016.The horizontal coordinates were established by classical geodetic methods
 LX4016.and adjusted by the National Geodetic Survey in January 1999..
 LX4016
 LX4016.The orthometric height was scaled from a topographic map.
 LX4016
 LX4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4016
 LX4016.The geoid height was determined by GEOID03.
 LX4016
 LX4016;                    North         East     Units Scale Factor Converg.
 LX4016;SPC NY E     -   258,444.338   205,018.477   MT  0.99993724   +0 25 53.3
 LX4016;SPC NY E     -   847,912.80    672,631.45   sFT  0.99993724   +0 25 53.3
 LX4016;UTM  18      - 4,557,084.883   596,952.056   MT  0.99971568   +0 45 38.2
 LX4016
 LX4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4016!SPC NY E     -   0.99998028  x   0.99993724  =   0.99991752
 LX4016!UTM  18      -   0.99998028  x   0.99971568  =   0.99969596
 LX4016
 LX4016:                Primary Azimuth Mark                     Grid Az
 LX4016:SPC NY E     -  OSSINING TANK                            044 02 22.5
 LX4016:UTM  18      -  OSSINING TANK                            043 42 37.6
 LX4016
 LX4016|---------------------------------------------------------------------|
 LX4016| PID    Reference Object                     Distance      Geod. Az  |
 LX4016|                                                           dddmmss.s |
 LX4016| LX4003 OSSINING TANK                       APPROX. 1.9 KM 0442815.8 |
 LX4016| CB3633 BRIAR RM 1                                         05907     |
 LX4016| LX4023 PLEASANTVILLE ATT TOWER             APPROX. 5.0 KM 0990752.8 |
 LX4016| LX4024 FLAG                                APPROX. 4.8 KM 1030507.8 |
 LX4016| LX4011 BRIARCLIFF MANOR KINGS COLL TK      APPROX. 1.4 KM 1634954.5 |
 LX4016| LX4014 BRIARCLIFF MANOR S STANDPIPE        APPROX. 3.7 KM 1770806.5 |
 LX4016| CB3634 BRIAR RM 2                           30.785 METERS 19821     |
 LX4016| LX4019 OSSINING SING SING PRISON N TK      APPROX. 1.9 KM 2471113.7 |
 LX4016| LX4028 OSSINING SING SING BIG STK          APPROX. 2.2 KM 2514057.3 |
 LX4016| LX4000 OSSINING HIGHLAND AVE METH CH       APPROX. 1.4 KM 2680228.4 |
 LX4016| LX4188 HARMON RAILWAY SHOPS STACK          APPROX. 5.0 KM 3153739.1 |
 LX4016|---------------------------------------------------------------------|
 LX4016
 LX4016                          SUPERSEDED SURVEY CONTROL
 LX4016
 LX4016  NAD 83(1996)-  41 09 33.48871(N)    073 50 39.93485(W) AD(       ) 1
 LX4016  NAD 83(1992)-  41 09 33.48780(N)    073 50 39.93516(W) AD(       ) 1
 LX4016  NAD 83(1986)-  41 09 33.49008(N)    073 50 39.93467(W) AD(       ) 1
 LX4016  NAD 27      -  41 09 33.14624(N)    073 50 41.44694(W) AD(       ) 1
 LX4016
 LX4016.Superseded values are not recommended for survey control.
 LX4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4016.See file dsdata.txt to determine how the superseded data were derived.
 LX4016
 LX4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9695257085(NAD 83)
 LX4016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4016
 LX4016  HISTORY     - Date     Condition        Report By
 LX4016  HISTORY     - 1966     MONUMENTED       CGS
 LX4016  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4016  HISTORY     - 1987     GOOD             NYDT
 LX4016
 LX4016                          STATION DESCRIPTION
 LX4016
 LX4016'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4016'THE STATION IS LOCATED ON THE PROPERTY OF BRIARCLIFF MANOR
 LX4016'VILLAGE ABOUT 3/4 MILE SOUTHEAST OF THE OSSINING VILLAGE BUSINESS
 LX4016'SECTION, 1/4 MILE EAST OF THE OSSINING-BRIARCLIFF MANOR VILLAGE
 LX4016'LINE TO THE WEST, 1/4 MILE SOUTH OF THE SAME BOUNDARY LINE IN
 LX4016'BRIARCLIFF MANOR AND AT THE SITE OF A WATER TANK WHICH IS NOW
 LX4016'BEING CONSTRUCTED.
 LX4016'
 LX4016'TO REACH THE STATION FROM THE POST OFFICE IN OSSINING VILLAGE,
 LX4016'GO SOUTH ON U.S. HIGHWAY 9 (S. HIGHLAND AVENUE) FOR 0.15 MILE
 LX4016'TO A TRAFFIC LIGHT AT THE HIGHLAND AVENUE METHODIST CHURCH.  TURN
 LX4016'LEFT AND GO EAST ON EMWILTON PL. FOR 0.35 MILE TO A BLINKER
 LX4016'LIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A FORK.  BEAR RIGHT FOR
 LX4016'APPROXIMATELY 60 FEET TO A FORK.  BEAR RIGHT AND GO 0.25 MILE
 LX4016'TO AN INTERSECTION OF ORCHARD ROAD WITH FARM ROAD.  CONTINUE
 LX4016'STRAIGHT AHEAD SOUTH ON FARM ROAD FOR 0.1 MILE TO A FORK.
 LX4016'MAKE A SHARP CURVE LEFT, KEEPING ON AN OLD MACADAM ROAD MARKED
 LX4016'PRIVATE FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH AND
 LX4016'WEST FOR 0.05 MILE TO A T-ROAD (JUST PAST A DRIVEWAY).  TURN
 LX4016'LEFT AND GO IN A NORTHERLY DIRECTION ON AN OLD MACADAM ROAD
 LX4016'FOR 0.05 MILE TO A FORK.  BEAR LEFT FOR A SHORT 0.05 MILE TO
 LX4016'THE SECOND CUT BANK.  KEEP LEFT, STRAIGHT AHEAD (LEAVING
 LX4016'MACADAM ROAD) ON A TRACK ROAD UPHILL FOR ABOUT 200 FEET TO
 LX4016'THE HIGHEST POINT AND THE STATION SITE AND THE WATER TANK.
 LX4016'
 LX4016'THE STATION MARK IS A STANDARD DISK STAMPED BRIAR 1966 SET IN
 LX4016'THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 LX4016'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 38 FEET SOUTHEAST
 LX4016'OF THE CENTER OF A TRACK ROAD, 34.1 FEET SOUTH-SOUTHWEST OF THE
 LX4016'SOUTH EDGE OF THE WATER TANK AND 14.7 FEET NORTHWEST OF A
 LX4016'12-INCH OAK TREE.
 LX4016'
 LX4016'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BRIAR NO 1 1966
 LX4016'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 LX4016'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 36 FEET EAST OF
 LX4016'THE EAST EDGE OF THE WATER TANK, 11 FEET SOUTHEAST OF AN
 LX4016'OUTCROPPING OF BEDROCK WHICH IS 3 FEET ACROSS AND PROJECTS
 LX4016'3-1/2 FEET ABOVE THE GROUND, 10.8 FEET NORTH OF A 24-INCH TWIN
 LX4016'TRUNKED OAK TREE AND SET ON THE NORTHEASTERN SLOPE OF THE HILL
 LX4016'ABOUT 10 FEET LOWER THAN THE STATION MARK.
 LX4016'
 LX4016'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRIAR NO 2 1966
 LX4016'CEMENTED IN A DRILLED HOLE IN LEDGE ROCK.  IT IS 21 FEET SOUTHEAST
 LX4016'OF A 24-INCH OAK TREE, 1.4 FEET NORTH-NORTHEAST OF THE SOUTH
 LX4016'EDGE OF THE LEDGE ROCK AND ABOUT 14 FEET ABOVE THE MACADAM ROAD
 LX4016'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LX4016'
 LX4016'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX4016'
 LX4016'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 LX4016
 LX4016                          STATION RECOVERY (1975)
 LX4016
 LX4016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4016'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 LX4016'1966.  VIEW FROM STATION IS BLOCKED IN MOST DIRECTIONS BY TREES,
 LX4016'AND THE WATER TANK TO NORTH.
 LX4016'
 LX4016'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4016'
 LX4016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4016'3/4-MILE EAST OF OSSINING.
 LX4016
 LX4016                          STATION RECOVERY (1987)
 LX4016
 LX4016'RECOVERY NOTE BY NY DEPT OF TRANSP 1987 (MJP)
 LX4016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4050 ***********************************************************************
 LX4050  DESIGNATION -  BRIAR AZ 1
 LX4050  PID         -  LX4050
 LX4050  STATE/COUNTY-  NY/WESTCHESTER
 LX4050  USGS QUAD   -  OSSINING (1979)
 LX4050
 LX4050                         *CURRENT SURVEY CONTROL
 LX4050  ___________________________________________________________________
 LX4050* NAD 83(1996)-  41 10 33.81237(N)    073 50 56.88846(W)     ADJUSTED  
 LX4050* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 LX4050  ___________________________________________________________________
 LX4050  LAPLACE CORR-           9.73  (seconds)                    DEFLEC99
 LX4050  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LX4050
 LX4050  HORZ ORDER  -  SECOND
 LX4050
 LX4050.The horizontal coordinates were established by classical geodetic methods
 LX4050.and adjusted by the National Geodetic Survey in January 1999..
 LX4050
 LX4050.The orthometric height was scaled from a topographic map.
 LX4050
 LX4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4050
 LX4050.The geoid height was determined by GEOID03.
 LX4050
 LX4050;                    North         East     Units Scale Factor Converg.
 LX4050;SPC NY E     -   260,302.163   204,609.313   MT  0.99993669   +0 25 42.7
 LX4050;SPC NY E     -   854,008.01    671,289.05   sFT  0.99993669   +0 25 42.7
 LX4050;UTM  18      - 4,558,939.915   596,532.319   MT  0.99971468   +0 45 27.9
 LX4050
 LX4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4050!SPC NY E     -   0.99998953  x   0.99993669  =   0.99992622
 LX4050!UTM  18      -   0.99998953  x   0.99971468  =   0.99970422
 LX4050
 LX4050                          SUPERSEDED SURVEY CONTROL
 LX4050
 LX4050  NAD 83(1996)-  41 10 33.81314(N)    073 50 56.88928(W) AD(       ) 2
 LX4050  NAD 83(1992)-  41 10 33.81223(N)    073 50 56.88957(W) AD(       ) 2
 LX4050  NAD 83(1986)-  41 10 33.81454(N)    073 50 56.88914(W) AD(       ) 2
 LX4050  NAD 27      -  41 10 33.47194(N)    073 50 58.40077(W) AD(       ) 2
 LX4050
 LX4050.Superseded values are not recommended for survey control.
 LX4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4050.See file dsdata.txt to determine how the superseded data were derived.
 LX4050
 LX4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9653258940(NAD 83)
 LX4050_MARKER: Z = SEE DESCRIPTION
 LX4050_SETTING: 0 = UNSPECIFIED SETTING
 LX4050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4050
 LX4050  HISTORY     - Date     Condition        Report By
 LX4050  HISTORY     - 1966     MONUMENTED       NY-119
 LX4050
 LX4050                          STATION DESCRIPTION
 LX4050
 LX4050'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4050'POSITION DETERMINED BY TRAVERSE FROM STATION BRIAR 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4045 ***********************************************************************
 LX4045  DESIGNATION -  BRIAR AZ 2
 LX4045  PID         -  LX4045
 LX4045  STATE/COUNTY-  NY/WESTCHESTER
 LX4045  USGS QUAD   -  OSSINING (1979)
 LX4045
 LX4045                         *CURRENT SURVEY CONTROL
 LX4045  ___________________________________________________________________
 LX4045* NAD 83(1996)-  41 09 40.97948(N)    073 50 13.39746(W)     ADJUSTED  
 LX4045* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 LX4045  ___________________________________________________________________
 LX4045  LAPLACE CORR-           9.14  (seconds)                    DEFLEC99
 LX4045  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 LX4045
 LX4045  HORZ ORDER  -  SECOND
 LX4045
 LX4045.The horizontal coordinates were established by classical geodetic methods
 LX4045.and adjusted by the National Geodetic Survey in January 1999..
 LX4045
 LX4045.The orthometric height was scaled from a topographic map.
 LX4045
 LX4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4045
 LX4045.The geoid height was determined by GEOID03.
 LX4045
 LX4045;                    North         East     Units Scale Factor Converg.
 LX4045;SPC NY E     -   258,680.110   205,635.348   MT  0.99993808   +0 26 10.9
 LX4045;SPC NY E     -   848,686.33    674,655.30   sFT  0.99993808   +0 26 10.9
 LX4045;UTM  18      - 4,557,324.141   597,567.427   MT  0.99971716   +0 45 55.8
 LX4045
 LX4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4045!SPC NY E     -   0.99998670  x   0.99993808  =   0.99992478
 LX4045!UTM  18      -   0.99998670  x   0.99971716  =   0.99970387
 LX4045
 LX4045                          SUPERSEDED SURVEY CONTROL
 LX4045
 LX4045  NAD 83(1996)-  41 09 40.98023(N)    073 50 13.39828(W) AD(       ) 2
 LX4045  NAD 83(1992)-  41 09 40.97932(N)    073 50 13.39859(W) AD(       ) 2
 LX4045  NAD 83(1986)-  41 09 40.98156(N)    073 50 13.39814(W) AD(       ) 2
 LX4045  NAD 27      -  41 09 40.63864(N)    073 50 14.90812(W) AD(       ) 2
 LX4045
 LX4045.Superseded values are not recommended for survey control.
 LX4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4045.See file dsdata.txt to determine how the superseded data were derived.
 LX4045
 LX4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9756757324(NAD 83)
 LX4045_MARKER: Z = SEE DESCRIPTION
 LX4045_SETTING: 0 = UNSPECIFIED SETTING
 LX4045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4045
 LX4045  HISTORY     - Date     Condition        Report By
 LX4045  HISTORY     - 1966     MONUMENTED       NY-119
 LX4045
 LX4045                          STATION DESCRIPTION
 LX4045
 LX4045'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4045'POSITION DETERMINED BY TRAVERSE FROM STATION BRIAR 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4012 ***********************************************************************
 LX4012  DESIGNATION -  BRIARCLIFF LODGE FLAGPOLE
 LX4012  PID         -  LX4012
 LX4012  STATE/COUNTY-  NY/WESTCHESTER
 LX4012  USGS QUAD   -  OSSINING (1979)
 LX4012
 LX4012                         *CURRENT SURVEY CONTROL
 LX4012  ___________________________________________________________________
 LX4012* NAD 83(1996)-  41 08 52.81650(N)    073 50 23.22823(W)     ADJUSTED  
 LX4012* NAVD 88     -                                                        
 LX4012  ___________________________________________________________________
 LX4012  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 LX4012  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LX4012
 LX4012  HORZ ORDER  -  THIRD
 LX4012
 LX4012.The horizontal coordinates were established by classical geodetic methods
 LX4012.and adjusted by the National Geodetic Survey in January 1999..
 LX4012
 LX4012
 LX4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4012
 LX4012.The geoid height was determined by GEOID03.
 LX4012
 LX4012;                    North         East     Units Scale Factor Converg.
 LX4012;SPC NY E     -   257,192.717   205,417.443   MT  0.99993778   +0 26 04.0
 LX4012;SPC NY E     -   843,806.44    673,940.39   sFT  0.99993778   +0 26 04.0
 LX4012;UTM  18      - 4,555,835.850   597,358.115   MT  0.99971666   +0 45 48.6
 LX4012
 LX4012                          SUPERSEDED SURVEY CONTROL
 LX4012
 LX4012  NAD 83(1996)-  41 08 52.81730(N)    073 50 23.22889(W) AD(       ) 4
 LX4012  NAD 83(1992)-  41 08 52.81611(N)    073 50 23.22917(W) AD(       ) 4
 LX4012  NAD 83(1986)-  41 08 52.81907(N)    073 50 23.22891(W) AD(       ) 4
 LX4012  NAD 27      -  41 08 52.47822(N)    073 50 24.77589(W) AD(       ) 3
 LX4012
 LX4012.Superseded values are not recommended for survey control.
 LX4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4012.See file dsdata.txt to determine how the superseded data were derived.
 LX4012
 LX4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9735855836(NAD 83)
 LX4012
 LX4012  HISTORY     - Date     Condition        Report By
 LX4012  HISTORY     - 1932     MONUMENTED       CGS
 LX4012
 LX4012                          STATION DESCRIPTION
 LX4012
 LX4012'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4012'STATION MANOR IS THE TALL FLAGPOLE ON TOP OF THE BRIARCLIFF
 LX4012'LODGE.  THE FLAGPOLE IS NEAR THE CENTER OF THE LARGE HOTEL WHICH
 LX4012'IS LOCATED ON THE TOP OF THE HILL AND NEAR TRIANGULATION STATION
 LX4012'BRIAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4009 ***********************************************************************
 LX4009  DESIGNATION -  BRIARCLIFF LODGE TANK
 LX4009  PID         -  LX4009
 LX4009  STATE/COUNTY-  NY/WESTCHESTER
 LX4009  USGS QUAD   -  OSSINING (1979)
 LX4009
 LX4009                         *CURRENT SURVEY CONTROL
 LX4009  ___________________________________________________________________
 LX4009* NAD 83(1996)-  41 08 50.63687(N)    073 50 23.66296(W)     ADJUSTED  
 LX4009* NAVD 88     -                                                        
 LX4009  ___________________________________________________________________
 LX4009  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 LX4009  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LX4009
 LX4009  HORZ ORDER  -  THIRD
 LX4009
 LX4009.The horizontal coordinates were established by classical geodetic methods
 LX4009.and adjusted by the National Geodetic Survey in January 1999..
 LX4009
 LX4009
 LX4009.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4009
 LX4009.The geoid height was determined by GEOID03.
 LX4009
 LX4009;                    North         East     Units Scale Factor Converg.
 LX4009;SPC NY E     -   257,125.406   205,407.816   MT  0.99993777   +0 26 03.7
 LX4009;SPC NY E     -   843,585.60    673,908.81   sFT  0.99993777   +0 26 03.7
 LX4009;UTM  18      - 4,555,768.501   597,348.877   MT  0.99971663   +0 45 48.2
 LX4009
 LX4009                          SUPERSEDED SURVEY CONTROL
 LX4009
 LX4009  NAD 83(1996)-  41 08 50.63765(N)    073 50 23.66371(W) AD(       ) 4
 LX4009  NAD 83(1992)-  41 08 50.63648(N)    073 50 23.66405(W) AD(       ) 4
 LX4009  NAD 83(1986)-  41 08 50.63944(N)    073 50 23.66360(W) AD(       ) 4
 LX4009  NAD 27      -  41 08 50.29122(N)    073 50 25.17902(W) AD(       ) 3
 LX4009
 LX4009.Superseded values are not recommended for survey control.
 LX4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4009.See file dsdata.txt to determine how the superseded data were derived.
 LX4009
 LX4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9734955769(NAD 83)
 LX4009
 LX4009  HISTORY     - Date     Condition        Report By
 LX4009  HISTORY     - 1932     MONUMENTED       CGS
 LX4009
 LX4009                          STATION DESCRIPTION
 LX4009
 LX4009'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4009'STATION BRIAR IS THE LARGE BLACK TANK ON TOP OF THE HILL AT
 LX4009'BRIARCLIFF LODGE.  THE TANK IS LOCATED IN BACK OF THE HOTEL AND
 LX4009'IS A TALL BLACK TANK WITH CONICAL ROOF AND BALL ON TOP.  IT WAS
 LX4009'NOT OCCUPIED AND NO MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4011 ***********************************************************************
 LX4011  DESIGNATION -  BRIARCLIFF MANOR KINGS COLL TK
 LX4011  PID         -  LX4011
 LX4011  STATE/COUNTY-  NY/WESTCHESTER
 LX4011  USGS QUAD   -  OSSINING (1979)
 LX4011
 LX4011                         *CURRENT SURVEY CONTROL
 LX4011  ___________________________________________________________________
 LX4011* NAD 83(1996)-  41 08 50.09060(N)    073 50 23.28908(W)     ADJUSTED  
 LX4011* NAVD 88     -                                                        
 LX4011  ___________________________________________________________________
 LX4011  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 LX4011  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LX4011
 LX4011  HORZ ORDER  -  THIRD
 LX4011
 LX4011.The horizontal coordinates were established by classical geodetic methods
 LX4011.and adjusted by the National Geodetic Survey in January 1999..
 LX4011
 LX4011
 LX4011.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4011
 LX4011.The geoid height was determined by GEOID03.
 LX4011
 LX4011;                    North         East     Units Scale Factor Converg.
 LX4011;SPC NY E     -   257,108.622   205,416.661   MT  0.99993778   +0 26 03.9
 LX4011;SPC NY E     -   843,530.54    673,937.83   sFT  0.99993778   +0 26 03.9
 LX4011;UTM  18      - 4,555,751.771   597,357.817   MT  0.99971665   +0 45 48.5
 LX4011
 LX4011                          SUPERSEDED SURVEY CONTROL
 LX4011
 LX4011  NAD 83(1996)-  41 08 50.09122(N)    073 50 23.28986(W) AD(       ) 4
 LX4011  NAD 83(1992)-  41 08 50.09031(N)    073 50 23.29022(W) AD(       ) 4
 LX4011  NAD 83(1986)-  41 08 50.09251(N)    073 50 23.28984(W) AD(       ) 4
 LX4011  NAD 27      -  41 08 49.74851(N)    073 50 24.80312(W) AD(       ) 3
 LX4011
 LX4011.Superseded values are not recommended for survey control.
 LX4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4011.See file dsdata.txt to determine how the superseded data were derived.
 LX4011
 LX4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9735855752(NAD 83)
 LX4011
 LX4011  HISTORY     - Date     Condition        Report By
 LX4011  HISTORY     - 1966     MONUMENTED       CGS
 LX4011
 LX4011                          STATION DESCRIPTION
 LX4011
 LX4011'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4011'THE STATION IS LOCATED ON THE GROUNDS OF KINGS COLLEGE IN THE
 LX4011'VILLAGE OF BRIARCLIFF MANOR.  IT IS A 4-LEGGED STEEL ELLIPSOIDAL
 LX4011'WATER TANK PAINTED SILVER AND THE OVERALL HEIGHT IS 145 FEET.  THE
 LX4011'TANK IS OWNED AND OPERATED BY THE VILLAGE OF BRIARCLIFF MANOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4013 ***********************************************************************
 LX4013  DESIGNATION -  BRIARCLIFF MANOR N STANDPIPE
 LX4013  PID         -  LX4013
 LX4013  STATE/COUNTY-  NY/WESTCHESTER
 LX4013  USGS QUAD   -  OSSINING (1979)
 LX4013
 LX4013                         *CURRENT SURVEY CONTROL
 LX4013  ___________________________________________________________________
 LX4013* NAD 83(1996)-  41 09 34.09271(N)    073 50 39.80594(W)     ADJUSTED  
 LX4013* NAVD 88     -                                                        
 LX4013  ___________________________________________________________________
 LX4013  LAPLACE CORR-           9.61  (seconds)                    DEFLEC99
 LX4013  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LX4013
 LX4013  HORZ ORDER  -  THIRD
 LX4013
 LX4013.The horizontal coordinates were established by classical geodetic methods
 LX4013.and adjusted by the National Geodetic Survey in January 1999..
 LX4013
 LX4013
 LX4013.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4013
 LX4013.The geoid height was determined by GEOID03.
 LX4013
 LX4013;                    North         East     Units Scale Factor Converg.
 LX4013;SPC NY E     -   258,463.015   205,021.322   MT  0.99993725   +0 25 53.4
 LX4013;SPC NY E     -   847,974.08    672,640.79   sFT  0.99993725   +0 25 53.4
 LX4013;UTM  18      - 4,557,103.572   596,954.794   MT  0.99971569   +0 45 38.3
 LX4013
 LX4013                          SUPERSEDED SURVEY CONTROL
 LX4013
 LX4013  NAD 83(1996)-  41 09 34.09343(N)    073 50 39.80681(W) AD(       ) 4
 LX4013  NAD 83(1992)-  41 09 34.09257(N)    073 50 39.80710(W) AD(       ) 4
 LX4013  NAD 83(1986)-  41 09 34.09467(N)    073 50 39.80696(W) AD(       ) 4
 LX4013  NAD 27      -  41 09 33.75153(N)    073 50 41.31887(W) AD(       ) 3
 LX4013
 LX4013.Superseded values are not recommended for survey control.
 LX4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4013.See file dsdata.txt to determine how the superseded data were derived.
 LX4013
 LX4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9695557104(NAD 83)
 LX4013
 LX4013  HISTORY     - Date     Condition        Report By
 LX4013  HISTORY     - 1966     MONUMENTED       CGS
 LX4013
 LX4013                          STATION DESCRIPTION
 LX4013
 LX4013'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4013'THE POINT INTERSECTED WAS THE FINIAL OF A METAL STANDPIPE WHICH
 LX4013'IS PAINTED LIGHT GREEN AND THE OVERALL HEIGHT IS 65 FEET.
 LX4013'
 LX4013'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF OSSINING,
 LX4013'1/4 MILE EAST OF THE OSSINING-BRIARCLIFF MANOR VILLAGE LINE TO
 LX4013'THE WEST AND ON PROPERTY OF THE VILLAGE OF BRIARCLIFF MANOR.
 LX4013'
 LX4013'TO REACH THE STATION FROM THE POST OFFICE IN OSSINING VILLAGE,
 LX4013'GO SOUTH ON U.S. HIGHWAY 9 (S. HIGHLAND AVENUE) FOR 0.15 MILE
 LX4013'TO A TRAFFIC LIGHT AT THE HIGHLAND AVENUE METHODIST CHURCH.  TURN
 LX4013'LEFT AND GO EAST EMWILTON PL. FOR 0.35 MILE TO A BLINKER
 LX4013'LIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A FORK.  BEAR RIGHT FOR
 LX4013'ABOUT 60 FEET TO A FORK.  BEAR RIGHT AND GO 0.25 MILE TO AN
 LX4013'INTERSECTION OF ORCHARD ROAD WITH FARM ROAD.  CONTINUE STRAIGHT
 LX4013'AHEAD SOUTH ON FARM ROAD FOR 0.1 MILE TO A FORK.  MAKE A SHARP
 LX4013'CURVE LEFT, KEEPING ON AN OLD MACADAM ROAD MARKED PRIVATE FOR
 LX4013'0.2 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH AND WEST FOR
 LX4013'0.05 MILE TO A T-ROAD (JUST PAST A DRIVEWAY).  TURN LEFT
 LX4013'AND GO IN A NORTHERLY DIRECTION ON AN OLD MACADAM ROAD FOR
 LX4013'0.05 MILE TO A FORK.  BEAR LEFT FOR A SHORT 0.05 MILE TO THE
 LX4013'SECOND CUT BANK.  KEEP LEFT, STRAIGHT AHEAD (LEAVING MACADAM
 LX4013'ROAD) ON A TRACK ROAD UPHILL FOR ABOUT 200 FEET TO THE
 LX4013'HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4014 ***********************************************************************
 LX4014  DESIGNATION -  BRIARCLIFF MANOR S STANDPIPE
 LX4014  PID         -  LX4014
 LX4014  STATE/COUNTY-  NY/WESTCHESTER
 LX4014  USGS QUAD   -  OSSINING (1979)
 LX4014
 LX4014                         *CURRENT SURVEY CONTROL
 LX4014  ___________________________________________________________________
 LX4014* NAD 83(1996)-  41 07 33.91593(N)    073 50 32.02054(W)     ADJUSTED  
 LX4014* NAVD 88     -                                                        
 LX4014  ___________________________________________________________________
 LX4014  LAPLACE CORR-           8.99  (seconds)                    DEFLEC99
 LX4014  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LX4014
 LX4014  HORZ ORDER  -  THIRD
 LX4014
 LX4014.The horizontal coordinates were established by classical geodetic methods
 LX4014.and adjusted by the National Geodetic Survey in January 1999..
 LX4014
 LX4014
 LX4014.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4014
 LX4014.The geoid height was determined by GEOID03.
 LX4014
 LX4014;                    North         East     Units Scale Factor Converg.
 LX4014;SPC NY E     -   254,757.379   205,230.819   MT  0.99993753   +0 25 57.5
 LX4014;SPC NY E     -   835,816.50    673,328.11   sFT  0.99993753   +0 25 57.5
 LX4014;UTM  18      - 4,553,400.021   597,185.516   MT  0.99971624   +0 45 41.6
 LX4014
 LX4014                          SUPERSEDED SURVEY CONTROL
 LX4014
 LX4014  NAD 83(1996)-  41 07 33.91644(N)    073 50 32.02137(W) AD(       ) 4
 LX4014  NAD 83(1992)-  41 07 33.91537(N)    073 50 32.02179(W) AD(       ) 4
 LX4014  NAD 83(1986)-  41 07 33.91793(N)    073 50 32.02135(W) AD(       ) 4
 LX4014  NAD 27      -  41 07 33.57214(N)    073 50 33.53464(W) AD(       ) 3
 LX4014
 LX4014.Superseded values are not recommended for survey control.
 LX4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4014.See file dsdata.txt to determine how the superseded data were derived.
 LX4014
 LX4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9718653400(NAD 83)
 LX4014
 LX4014  HISTORY     - Date     Condition        Report By
 LX4014  HISTORY     - 1966     MONUMENTED       CGS
 LX4014
 LX4014                          STATION DESCRIPTION
 LX4014
 LX4014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4014'THE STATION IS THE CENTER OF THE TOP OF THE LARGE CAP AT THE
 LX4014'TOP OF THE LARGE STEEL STANDPIPE.  THE CAP AT THE TOP OF THE
 LX4014'STANDPIPE IS INTERSECTED BY FOUR LARGE PIPES RISING UP THE SIDES
 LX4014'AT EQUAL DISTANCES AROUND THE TANK AND OVER THE ALMOST FLAT TOP
 LX4014'OF THE TANK.  THE TANK IS PAINTED A LIGHT BLUE AND IS 95 FEET
 LX4014'IN OVER-ALL HEIGHT.  IT IS LOCATED 1 MILE EAST OF U.S. HIGHWAY
 LX4014'9, 1.8 MILES WEST OF NEW YORK STATE HIGHWAY 100 AND ON PROPERTY
 LX4014'OWNED BY THE VILLAGE OF BRIARCLIFF MANOR.
 LX4014'
 LX4014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 LX4014'SCARBOROUGH ROAD IN THE VILLAGE OF SCARBOROUGH, GO NORTHEAST ON
 LX4014'SCARBOROUGH ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 LX4014'AND GO EAST ON LONG HILL ROAD FOR 1 MILE TO WHERE LONG HILL ROAD
 LX4014'ENDS AND ASPIN WALL ROAD BEGINS.  TURN RIGHT AND PASS THROUGH
 LX4014'AN OPENING IN A STONE WALL AND GO SOUTH ON A NARROW PAVED ROAD
 LX4014'FOR 0.45 MILE TO WHERE THE ROAD ENDS AT THE ENTRANCE TO A LARGE
 LX4014'MANSION.  CONTINUE SOUTH ON A NARROW TRACK ROAD FOR 0.05 MILE
 LX4014'TO THE STATION AT THE SUMMIT OF A KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0480 ***********************************************************************
 OG0480  DESIGNATION -  BRICE
 OG0480  PID         -  OG0480
 OG0480  STATE/COUNTY-  NY/ORLEANS
 OG0480  USGS QUAD   -  KENT (1978)
 OG0480
 OG0480                         *CURRENT SURVEY CONTROL
 OG0480  ___________________________________________________________________
 OG0480* NAD 83(1996)-  43 22 17.29484(N)    078 07 42.62251(W)     ADJUSTED  
 OG0480* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 OG0480  ___________________________________________________________________
 OG0480  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OG0480  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OG0480
 OG0480  HORZ ORDER  -  SECOND
 OG0480
 OG0480.The horizontal coordinates were established by classical geodetic methods
 OG0480.and adjusted by the National Geodetic Survey in January 1999..
 OG0480
 OG0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0480
 OG0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0480
 OG0480.The geoid height was determined by GEOID03.
 OG0480
 OG0480;                    North         East     Units Scale Factor Converg.
 OG0480;SPC NY W     -   374,536.973   386,860.559   MT  0.99995421   +0 18 44.4
 OG0480;SPC NY W     - 1,228,793.39  1,269,225.02   sFT  0.99995421   +0 18 44.4
 OG0480;UTM  17      - 4,806,072.445   732,641.510   MT  1.00026580   +1 58 22.1
 OG0480
 OG0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0480!SPC NY W     -   0.99999275  x   0.99995421  =   0.99994696
 OG0480!UTM  17      -   0.99999275  x   1.00026580  =   1.00025855
 OG0480
 OG0480|---------------------------------------------------------------------|
 OG0480| PID    Reference Object                     Distance      Geod. Az  |
 OG0480|                                                           dddmmss.s |
 OG0480| DE4948 BRICE RM 1                           24.218 METERS 06425     |
 OG0480| DE4947 BRICE AZ MK                                        2700320.9 |
 OG0480| CZ9767 BRICE RM 2                           20.540 METERS 30057     |
 OG0480|---------------------------------------------------------------------|
 OG0480
 OG0480                          SUPERSEDED SURVEY CONTROL
 OG0480
 OG0480  NAD 83(1986)-  43 22 17.30247(N)    078 07 42.62034(W) AD(       ) 2
 OG0480  NAD 27      -  43 22 17.09700(N)    078 07 43.56368(W) AD(       ) 2
 OG0480  NGVD 29 (07/19/86)   82.3    (m)          270.     (f) VERT ANG       
 OG0480
 OG0480.Superseded values are not recommended for survey control.
 OG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0480.See file dsdata.txt to determine how the superseded data were derived.
 OG0480
 OG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ3264206072(NAD 83)
 OG0480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0480
 OG0480  HISTORY     - Date     Condition        Report By
 OG0480  HISTORY     - 1972     MONUMENTED       USLS
 OG0480  HISTORY     - 19941015 GOOD             USPSQD
 OG0480
 OG0480                          STATION DESCRIPTION
 OG0480
 OG0480'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OG0480'STATION IS 3 MILES NORTH OF VILLAGE OF KENT, 0.3 MILES SOUTH OF
 OG0480'LAKE ONTARIO, 0.05 MILES WEST OF THE RESIDENCE AND YARD OF
 OG0480'J. FURNESS, ON THE SOUTHERN RIGHT-OF-WAY OF LAKE SHORE ROAD.
 OG0480'
 OG0480'TO REACH THE STATION FROM THE PENN-CENTRAL RAILROAD CROSSING ON
 OG0480'KENT ROAD AT KENT, PROCEED NORTH ON KENT ROAD FOR 2.9 MILES, TURN
 OG0480'RIGHT, EAST, ON LAKE SHORE ROAD FOR 0.33 MILES AND THE STATION.
 OG0480'
 OG0480'ALL MARKS ARE STANDARD DISKS SET IN 12 INCH CONCRETE MONUMENTS.
 OG0480'
 OG0480'STATION MARK, STAMPED BRICE LSC 1972 SET 2 IN BELOW THE GROUND
 OG0480'SURFACE, IS 268 FEET WEST OF CENTERLINE OF MR. FURNESS
 OG0480'DRIVEWAY, 25.35 FEET NORTHWEST OF UTILITY POLE NO. 15334, 16.0 FEET
 OG0480'SOUTH OF THE CENTERLINE OF LAKE SHORE ROAD AND 14.27 FEET NORTH OF
 OG0480'A METAL WITNESS POST.
 OG0480'
 OG0480'REFERENCE MARK 1, STAMPED BRICE LSC NO 1 1972 SET 2 IN BELOW
 OG0480'THE GROUND SURFACE, IS 169.6 FEET NORTHWEST OF UTILITY POLE
 OG0480'NO. 15346 AND 19.0 FEET NORTH OF THE CENTERLINE OF LAKE SHORE ROAD.
 OG0480'
 OG0480'REFERENCE MARK 2, STAMPED BRICE LSC NO 2 1972 SET FLUSH WITH THE
 OG0480'GROUND SURFACE, IS 91.65 FEET NORTH-NORTHEAST OF UTILITY POLE
 OG0480'NO. 15236 AND 17.9 FEET NORTH OF THE CENTERLINE OF LAKE SHORE ROAD.
 OG0480'
 OG0480'AZIMUTH MARK, STAMPED BRICE LSC 1972 SET FLUSH WITH THE GROUND
 OG0480'SURFACE, IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF KENT
 OG0480'AND LAKE SHORE ROADS, 55.4 FEET SOUTHEAST OF THE INTERSECTED
 OG0480'CENTERLINES, 23.0 FEET SOUTH OF THE CENTERLINE OF LAKE SHORE
 OG0480'ROAD AND 11.15 FEET ENE OF AN UNNUMBERED UTILITY POLE.
 OG0480'
 OG0480'HEIGHT OF LIGHT ABOVE STATION MARK 3.30 METERS.
 OG0480
 OG0480                          STATION RECOVERY (1994)
 OG0480
 OG0480'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4620 ***********************************************************************
 LX4620  DESIGNATION -  BRICK
 LX4620  PID         -  LX4620
 LX4620  STATE/COUNTY-  NY/ULSTER
 LX4620  USGS QUAD   -  KINGSTON EAST (1980)
 LX4620
 LX4620                         *CURRENT SURVEY CONTROL
 LX4620  ___________________________________________________________________
 LX4620* NAD 83(1996)-  41 58 59.43811(N)    073 57 04.68108(W)     ADJUSTED  
 LX4620* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4620  ___________________________________________________________________
 LX4620  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LX4620  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX4620
 LX4620  HORZ ORDER  -  THIRD
 LX4620
 LX4620.The horizontal coordinates were established by classical geodetic methods
 LX4620.and adjusted by the National Geodetic Survey in January 1999..
 LX4620
 LX4620.The orthometric height was scaled from a topographic map.
 LX4620
 LX4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4620
 LX4620.The geoid height was determined by GEOID03.
 LX4620
 LX4620;                    North         East     Units Scale Factor Converg.
 LX4620;SPC NY E     -   349,877.312   195,467.687   MT  0.99992543   +0 22 01.3
 LX4620;SPC NY E     - 1,147,889.15    641,296.90   sFT  0.99992543   +0 22 01.3
 LX4620;UTM  18      - 4,648,440.261   586,874.206   MT  0.99969287   +0 42 05.5
 LX4620
 LX4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4620!SPC NY E     -   1.00000485  x   0.99992543  =   0.99993028
 LX4620!UTM  18      -   1.00000485  x   0.99969287  =   0.99969772
 LX4620
 LX4620|---------------------------------------------------------------------|
 LX4620| PID    Reference Object                     Distance      Geod. Az  |
 LX4620|                                                           dddmmss.s |
 LX4620| CB3637 BRICK RM 2                           24.170 METERS 01151     |
 LX4620| LX4598 HEATH                               APPROX. 1.6 KM 0165043.6 |
 LX4620| LX4589 ASTOR POINT LIGHT                   APPROX. 1.6 KM 0613000.2 |
 LX4620| LX4622 SMALL WINDMILL                      APPROX. 2.3 KM 0715341.1 |
 LX4620| LX4624 LARGE WINDMILL                      APPROX. 2.0 KM 0941434.6 |
 LX4620| CB3636 BRICK RM 1                           20.014 METERS 20814     |
 LX4620|---------------------------------------------------------------------|
 LX4620
 LX4620                          SUPERSEDED SURVEY CONTROL
 LX4620
 LX4620  NAD 83(1986)-  41 58 59.43814(N)    073 57 04.68090(W) AD(       ) 3
 LX4620  NAD 27      -  41 58 59.10700(N)    073 57 06.18900(W) AD(       ) 3
 LX4620
 LX4620.Superseded values are not recommended for survey control.
 LX4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4620.See file dsdata.txt to determine how the superseded data were derived.
 LX4620
 LX4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8687448440(NAD 83)
 LX4620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4620
 LX4620  HISTORY     - Date     Condition        Report By
 LX4620  HISTORY     - 1934     MONUMENTED       CGS
 LX4620  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX4620
 LX4620                          STATION DESCRIPTION
 LX4620
 LX4620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4620'ON THE WESTERN SHORE OF THE HUDSON RIVER 3 MILES N OF KINGSTON
 LX4620'ON THE NORTHERN PART OF THE GOLDRICK BRICKYARD, 8 FEET W OF
 LX4620'SEA WALL, 20 FEET N OF BREAK IN SEA WALL, 75 YARDS S OF
 LX4620'NORTHERN END OF WOODEN BRICK SHED WHICH PARALLELS RIVER AND 3
 LX4620'YARDS E OF ABOVE MENTIONED BRICK SHED.
 LX4620'
 LX4620'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 LX4620'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 LX4620
 LX4620                          STATION RECOVERY (1954)
 LX4620
 LX4620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JHB)
 LX4620'STATION MARK AND REFERENCE MARK 1 WERE FOUND BROKEN AND TILTED
 LX4620'OUT OF POSITION.  REFERENCE MARK 2 WAS FOUND IN GOOD
 LX4620'CONDITION.  STATION WAS DESTROYED, AND A NEW STATION LOCATED.  SEE
 LX4620'THE DESCRIPTION OF STATION BRICK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4619 ***********************************************************************
 LX4619  DESIGNATION -  BRICK 2
 LX4619  PID         -  LX4619
 LX4619  STATE/COUNTY-  NY/ULSTER
 LX4619  USGS QUAD   -  KINGSTON EAST (1980)
 LX4619
 LX4619                         *CURRENT SURVEY CONTROL
 LX4619  ___________________________________________________________________
 LX4619* NAD 83(1996)-  41 58 59.48411(N)    073 57 04.70781(W)     ADJUSTED  
 LX4619* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4619  ___________________________________________________________________
 LX4619  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LX4619  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX4619
 LX4619  HORZ ORDER  -  SECOND
 LX4619
 LX4619.The horizontal coordinates were established by classical geodetic methods
 LX4619.and adjusted by the National Geodetic Survey in January 1999..
 LX4619
 LX4619.The orthometric height was scaled from a topographic map.
 LX4619
 LX4619.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4619
 LX4619.The geoid height was determined by GEOID03.
 LX4619
 LX4619;                    North         East     Units Scale Factor Converg.
 LX4619;SPC NY E     -   349,878.727   195,467.063   MT  0.99992543   +0 22 01.3
 LX4619;SPC NY E     - 1,147,893.79    641,294.86   sFT  0.99992543   +0 22 01.3
 LX4619;UTM  18      - 4,648,441.672   586,873.574   MT  0.99969286   +0 42 05.5
 LX4619
 LX4619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4619!SPC NY E     -   1.00000485  x   0.99992543  =   0.99993028
 LX4619!UTM  18      -   1.00000485  x   0.99969286  =   0.99969771
 LX4619
 LX4619|---------------------------------------------------------------------|
 LX4619| PID    Reference Object                     Distance      Geod. Az  |
 LX4619|                                                           dddmmss.s |
 LX4619| CB3637 BRICK RM 2                           22.856 METERS 01408     |
 LX4619| LX1468 BECK                                APPROX. 1.4 KM 1190325.3 |
 LX4619| CB3638 BRICK 2 RM 3                         21.502 METERS 20822     |
 LX4619|---------------------------------------------------------------------|
 LX4619
 LX4619                          SUPERSEDED SURVEY CONTROL
 LX4619
 LX4619  NAD 83(1986)-  41 58 59.48415(N)    073 57 04.70772(W) AD(       ) 2
 LX4619  NAD 27      -  41 58 59.15300(N)    073 57 06.21500(W) AD(       ) 2
 LX4619
 LX4619.Superseded values are not recommended for survey control.
 LX4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4619.See file dsdata.txt to determine how the superseded data were derived.
 LX4619
 LX4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8687448442(NAD 83)
 LX4619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4619_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX4619_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LX4619
 LX4619  HISTORY     - Date     Condition        Report By
 LX4619  HISTORY     - 1954     MONUMENTED       CGS
 LX4619  HISTORY     - 1961     SEE DESCRIPTION  USE
 LX4619  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4619
 LX4619                          STATION DESCRIPTION
 LX4619
 LX4619'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JHB)
 LX4619'ON THE W SHORE OF THE HUDSON RIVER, ABOUT 3 MI. N OF KINGSTON,
 LX4619'AND IN THE N PART OF THE GOLDRICK BRICKYARD.  THE STATION IS
 LX4619'24 FT. N OF A BREAK IN THE WOOD BULKHEAD, 11 FT. W OF THE
 LX4619'BULKHEAD, AND 4 FT. E OF A WOODSHED.  A STANDARD STATION DISK,
 LX4619'SET IN A 10-IN. TILE PIPE WHICH PROJECTS 6 IN. ABOVE THE GROUND,
 LX4619'AND STAMPED BRICK 2 1954 (NOTE 6A).
 LX4619'
 LX4619'REFERENCE MARK 3 IS S OF THE STATION, SET IN A CONCRETE POST
 LX4619'FLUSH WITH THE GROUND.  IT IS 30 FT. S OF THE SHED, 15 FT. W OF
 LX4619'THE RIVER EDGE, AND STAMPED BRICK 2 NO 3 1954 (NOTE 11A).
 LX4619'
 LX4619'REFERENCE MARK 2 IS N OF THE STATION, SET IN A CONCRETE POST
 LX4619'FLUSH WITH THE GROUND.  IT IS 15 FT. W OF THE RIVER EDGE, 1 FT. E
 LX4619'OF THE EDGE OF THE SHED, AND STAMPED BRICK 1934 NO 2 1934 (NOTE
 LX4619'11A).  THE ARROW DOES NOT POINT TRUE TO THE STATION.
 LX4619'
 LX4619'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES U.S. 9 W
 LX4619'AND N.Y. 32 AT THE NE EDGE OF KINGSTON, GO E ON N.Y. 32 FOR 1.9
 LX4619'MI. TO A MACADAM ROAD RIGHT, TURN RIGHT AND GO E AND N FOR 1.9
 LX4619'MI. TO A DIRT FARM ROAD RIGHT, TURN RIGHT TOWARD THE RIVER AND GO
 LX4619'0.3 MI. TO A BRICK SHED AND THE STATION AS DESCRIBED.
 LX4619
 LX4619                          STATION RECOVERY (1961)
 LX4619
 LX4619'RECOVERY NOTE BY US ENGINEERS 1961
 LX4619'STATION DESTROYED.  DOCK REBUILT.  U.S.E. REPLACED STATION
 LX4619'WITH MARINA 1960 P.C. (EAST ZONE) X - 603,760.23 Y - 722,820.49
 LX4619
 LX4619                          STATION RECOVERY (1975)
 LX4619
 LX4619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4619'ALL MARKS HAVE BEEN LOST DUE TO EROSION OF SHORES BY THE RIVER.
 LX4619'
 LX4619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4619'4 MILES NNE OF KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2732 ***********************************************************************
 KU2732  DESIGNATION -  BRICK HOUSE EAST CHIMNEY
 KU2732  PID         -  KU2732
 KU2732  STATE/COUNTY-  NY/SUFFOLK
 KU2732  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2732
 KU2732                         *CURRENT SURVEY CONTROL
 KU2732  ___________________________________________________________________
 KU2732* NAD 83(1996)-  40 55 07.46565(N)    073 24 08.86550(W)     ADJUSTED  
 KU2732* NAVD 88     -                                                        
 KU2732  ___________________________________________________________________
 KU2732  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 KU2732  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 KU2732
 KU2732  HORZ ORDER  -  THIRD
 KU2732
 KU2732.The horizontal coordinates were established by classical geodetic methods
 KU2732.and adjusted by the National Geodetic Survey in January 1999..
 KU2732
 KU2732
 KU2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2732
 KU2732.The geoid height was determined by GEOID03.
 KU2732
 KU2732;                    North         East     Units Scale Factor Converg.
 KU2732;SPC NY L     -    83,687.139   350,334.998   MT  0.99999562   +0 23 27.0
 KU2732;SPC NY L     -   274,563.56  1,149,390.74   sFT  0.99999562   +0 23 27.0
 KU2732;SPC CT       -   162,092.865   249,836.487   MT  1.00004033   -0 25 57.4
 KU2732;SPC CT       -   531,799.67    819,671.87   sFT  1.00004033   -0 25 57.4
 KU2732;UTM  18      - 4,530,965.082   634,522.722   MT  0.99982273   +1 02 47.5
 KU2732
 KU2732                          SUPERSEDED SURVEY CONTROL
 KU2732
 KU2732  NAD 83(1996)-  40 55 07.46800(N)    073 24 08.86499(W) AD(       ) 4
 KU2732  NAD 83(1992)-  40 55 07.46753(N)    073 24 08.86273(W) AD(       ) 4
 KU2732  NAD 83(1986)-  40 55 07.46911(N)    073 24 08.86570(W) AD(       ) 4
 KU2732  NAD 27      -  40 55 07.12000(N)    073 24 10.45000(W) AD(       ) 3
 KU2732
 KU2732.Superseded values are not recommended for survey control.
 KU2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2732.See file dsdata.txt to determine how the superseded data were derived.
 KU2732
 KU2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3452330965(NAD 83)
 KU2732_MARKER: 85 = CHIMNEY
 KU2732
 KU2732  HISTORY     - Date     Condition        Report By
 KU2732  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2732  HISTORY     - 1931     GOOD             CGS
 KU2732
 KU2732                          STATION DESCRIPTION
 KU2732
 KU2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2732'STATION IS THE EASTERN OF TWO CHIMNEYS ON THE RIDGE OF A BRICK
 KU2732'HOUSE OF MODERATE SIZE AT THE SAND DIGGINGS NEAR THE S END OF THE
 KU2732'WEST BEACH OF EATON NECK, WHICH LIES BETWEEN HUNTINGTON BAY AND
 KU2732'NORTHPORT BAY.  THE HOUSE IS AT THE SOUTHEASTERN CORNER OF THE
 KU2732'GROUP OF BUILDINGS AT THE WORKS AND FACES TO THE S.  THE COLOR OF
 KU2732'THE HOUSE IS RED, AS IS ALSO THAT OF THE WESTERN CHIMNEY, BUT THE
 KU2732'EASTERN CHIMNEY, THE ONE DETERMINED, HAD APPARENTLY BEEN COATED
 KU2732'WITH CEMENT AND HAD THE GRAY COLOR OF THAT MATERIAL.
 KU2732'
 KU2732'STATION BRICKS IS DISTANT 1207.7 METERS IN BEARING S 20 DEG 58
 KU2732'MIN E. AND STATION SANDWORKS IS 297.2 METERS IN BEARING S
 KU2732'67 DEG 14 MIN W.
 KU2732
 KU2732                          STATION RECOVERY (1931)
 KU2732
 KU2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (REF)
 KU2732'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1978 ***********************************************************************
 PH1978  DESIGNATION -  BRICK IBC
 PH1978  PID         -  PH1978
 PH1978  STATE/COUNTY-  NY/ST LAWRENCE
 PH1978  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1978
 PH1978                         *CURRENT SURVEY CONTROL
 PH1978  ___________________________________________________________________
 PH1978* NAD 83(1996)-  44 50 49.64707(N)    075 17 53.54718(W)     ADJUSTED  
 PH1978* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1978  ___________________________________________________________________
 PH1978  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 PH1978  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 PH1978
 PH1978  HORZ ORDER  -  THIRD
 PH1978
 PH1978.The horizontal coordinates were established by classical geodetic methods
 PH1978.and adjusted by the National Geodetic Survey in January 1999..
 PH1978
 PH1978.The orthometric height was scaled from a topographic map.
 PH1978
 PH1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1978
 PH1978.The geoid height was determined by GEOID03.
 PH1978
 PH1978;                    North         East     Units Scale Factor Converg.
 PH1978;SPC NY E     -   668,196.743    86,903.021   MT  0.99994894   -0 33 46.5
 PH1978;SPC NY E     - 2,192,242.15    285,114.33   sFT  0.99994894   -0 33 46.5
 PH1978;UTM  18      - 4,966,011.312   476,434.267   MT  0.99960683   -0 12 37.1
 PH1978
 PH1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1978!SPC NY E     -   0.99999308  x   0.99994894  =   0.99994202
 PH1978!UTM  18      -   0.99999308  x   0.99960683  =   0.99959991
 PH1978
 PH1978:                Primary Azimuth Mark                     Grid Az
 PH1978:SPC NY E     -  YARD IBC                                 057 21 38.6
 PH1978:UTM  18      -  YARD IBC                                 057 00 29.2
 PH1978
 PH1978|---------------------------------------------------------------------|
 PH1978| PID    Reference Object                     Distance      Geod. Az  |
 PH1978|                                                           dddmmss.s |
 PH1978| PH1953 YARD IBC                            APPROX. 1.7 KM 0564752.1 |
 PH1978| PH1950 CHANNEL LIGHT 106 IBC               APPROX. 2.0 KM 0624751.1 |
 PH1978| PH1955 CHANNEL LIGHT 107 IBC               APPROX. 0.9 KM 1444800.0 |
 PH1978| PH1960 CHANNEL LIGHT 110 IBC               APPROX. 1.5 KM 2182216.5 |
 PH1978| PH1979 REF MON 41 59                         3.939 METERS 27016     |
 PH1978| PH1963 IROQUOIS CH CROSS IBC               APPROX. 1.3 KM 2764233.7 |
 PH1978| PH1965 IROQUOIS TANK IBC                   APPROX. 2.1 KM 2810155.9 |
 PH1978|---------------------------------------------------------------------|
 PH1978
 PH1978                          SUPERSEDED SURVEY CONTROL
 PH1978
 PH1978  NAD 83(1986)-  44 50 49.65410(N)    075 17 53.54950(W) AD(       ) 3
 PH1978  NAD 27      -  44 50 49.43500(N)    075 17 54.81300(W) AD(       ) 3
 PH1978
 PH1978.Superseded values are not recommended for survey control.
 PH1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1978.See file dsdata.txt to determine how the superseded data were derived.
 PH1978
 PH1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7643466011(NAD 83)
 PH1978_MARKER: DD = SURVEY DISK
 PH1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1978+STABILITY: SURFACE MOTION
 PH1978
 PH1978  HISTORY     - Date     Condition        Report By
 PH1978  HISTORY     - 1959     MONUMENTED       IBC
 PH1978  HISTORY     - 1963     SEE DESCRIPTION  IBC
 PH1978
 PH1978                          STATION DESCRIPTION
 PH1978
 PH1978'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1978'NEAR THE IROQUOIS GOLF CLUB, ON THE RIVER SIDE OF THE BRICK CLUB
 PH1978'HOUSE, AND ON THE POINT OF LAND DIRECTLY NORTH OF THE UNITED STATES
 PH1978'END OF IROQUOIS DAM.  THE STATION IS ABOUT 75 FEET FROM THE TIP OF
 PH1978'THE POINT WHICH IS IN LINE WITH THE CANADIAN END OF THE DAM, ABOUT 55
 PH1978'FEET FROM THE WATERS EDGE, AND ABOUT 54.7 FEET FROM THE NORTHERN
 PH1978'CORNER OF THE TOP OF THE CONCRETE ABUTMENT WHICH TERMINATES A SEWER
 PH1978'AT THE WATERS EDGE.  AN APPLE TREE LIES TOWARDS THE NEW IROQUOIS
 PH1978'CHURCH, DISTANT 27 FEET.
 PH1978'
 PH1978'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1978'BRONZE - DISK STATION MARK SET IN A 5 - INCH CYLINDER OF CONCRETE
 PH1978'24 INCHES IN LENGTH.  THE SUBSURFACE MARK CONSISTS OF A SIMILAR MARK
 PH1978'SET 2 FEET UNDERGROUND.  THE STATION IS REFERENCED TO THE SOUTHEASTERN
 PH1978'CORNER OF THE STONE FOUNDATION UNDER THE BRICK CLUB HOUSE, DISTANT
 PH1978'144.80 FEET.  REFERENCE MONUMENT 41 - 59 LIES N 89 DEG 45 MIN W,
 PH1978'DISTANT 12.93 FEET.
 PH1978
 PH1978                          STATION RECOVERY (1963)
 PH1978
 PH1978'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1978'IN 1963 THE STATION WAS BURIED AT LEAST ONE FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4600 ***********************************************************************
 KV4600  DESIGNATION -  BRICK SMKSTK 1 MI SW BOGART
 KV4600  PID         -  KV4600
 KV4600  STATE/COUNTY-  NY/RICHMOND
 KV4600  USGS QUAD   -  ARTHUR KILL (1981)
 KV4600
 KV4600                         *CURRENT SURVEY CONTROL
 KV4600  ___________________________________________________________________
 KV4600* NAD 83(1996)-  40 35 22.37863(N)    074 08 18.30508(W)     ADJUSTED  
 KV4600* NAVD 88     -                                                        
 KV4600  ___________________________________________________________________
 KV4600  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KV4600  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4600
 KV4600  HORZ ORDER  -  THIRD
 KV4600
 KV4600.The horizontal coordinates were established by classical geodetic methods
 KV4600.and adjusted by the National Geodetic Survey in January 1999..
 KV4600
 KV4600
 KV4600.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4600
 KV4600.The geoid height was determined by GEOID03.
 KV4600
 KV4600;                    North         East     Units Scale Factor Converg.
 KV4600;SPC NY L     -    46,968.437   288,282.169   MT  1.00000519   -0 05 25.9
 KV4600;SPC NY L     -   154,095.61    945,805.75   sFT  1.00000519   -0 05 25.9
 KV4600;SPC NJ       -   195,034.467   180,606.668   MT  0.99991153   +0 14 06.9
 KV4600;SPC NJ       -   639,875.58    592,540.38   sFT  0.99991153   +0 14 06.9
 KV4600;UTM  18      - 4,493,551.481   572,908.422   MT  0.99966543   +0 33 38.2
 KV4600
 KV4600                          SUPERSEDED SURVEY CONTROL
 KV4600
 KV4600  NAD 83(1986)-  40 35 22.37877(N)    074 08 18.30363(W) AD(       ) 4
 KV4600  NAD 27      -  40 35 22.00000(N)    074 08 19.79000(W) AD(       ) 3
 KV4600
 KV4600.Superseded values are not recommended for survey control.
 KV4600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4600.See file dsdata.txt to determine how the superseded data were derived.
 KV4600
 KV4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7290893551(NAD 83)
 KV4600_MARKER: 63 = STACK
 KV4600
 KV4600  HISTORY     - Date     Condition        Report By
 KV4600  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4600
 KV4600                          STATION DESCRIPTION
 KV4600
 KV4600'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2666 ***********************************************************************
 KU2666  DESIGNATION -  BRICKS
 KU2666  PID         -  KU2666
 KU2666  STATE/COUNTY-  NY/SUFFOLK
 KU2666  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2666
 KU2666                         *CURRENT SURVEY CONTROL
 KU2666  ___________________________________________________________________
 KU2666* NAD 83(1996)-  40 54 30.90735(N)    073 23 50.39397(W)     ADJUSTED  
 KU2666* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2666  ___________________________________________________________________
 KU2666  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 KU2666  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 KU2666
 KU2666  HORZ ORDER  -  THIRD
 KU2666
 KU2666.The horizontal coordinates were established by classical geodetic methods
 KU2666.and adjusted by the National Geodetic Survey in January 1999..
 KU2666
 KU2666.The orthometric height was scaled from a topographic map.
 KU2666
 KU2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2666
 KU2666.The geoid height was determined by GEOID03.
 KU2666
 KU2666;                    North         East     Units Scale Factor Converg.
 KU2666;SPC NY L     -    82,562.387   350,774.971   MT  0.99999542   +0 23 39.1
 KU2666;SPC NY L     -   270,873.43  1,150,834.22   sFT  0.99999542   +0 23 39.1
 KU2666;SPC CT       -   160,961.855   250,260.269   MT  1.00004223   -0 25 45.2
 KU2666;SPC CT       -   528,089.02    821,062.23   sFT  1.00004223   -0 25 45.2
 KU2666;UTM  18      - 4,529,845.631   634,975.457   MT  0.99982423   +1 02 58.8
 KU2666
 KU2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2666!SPC NY L     -   1.00000453  x   0.99999542  =   0.99999995
 KU2666!SPC CT       -   1.00000453  x   1.00004223  =   1.00004676
 KU2666!UTM  18      -   1.00000453  x   0.99982423  =   0.99982876
 KU2666
 KU2666:                Primary Azimuth Mark                     Grid Az
 KU2666:SPC NY L     -  EATON 2                                  006 51 21.0
 KU2666:SPC CT       -  EATON 2                                  007 40 45.3
 KU2666:UTM  18      -  EATON 2                                  006 12 01.3
 KU2666
 KU2666|---------------------------------------------------------------------|
 KU2666| PID    Reference Object                     Distance      Geod. Az  |
 KU2666|                                                           dddmmss.s |
 KU2666| KU2716 EATON 2                             APPROX. 3.4 KM 0071500.1 |
 KU2666| KU2663 HYDROGRAPHIC FLAG W OF PASS         APPROX. 2.4 KM 0290657.9 |
 KU2666| KU2743 DUCK ISLAND RED TANK                APPROX. 3.0 KM 0375116.6 |
 KU2666| KU2741 STEWARTS FLAGSTAFF                  APPROX. 2.0 KM 0750053.8 |
 KU2666| KU2742 STEWARTS CHIMNEY                    APPROX. 2.0 KM 0754424.1 |
 KU2666| KU2562 LARGE HOUSE ON BLUFF CHIMNEY        APPROX. 3.5 KM 0893249.4 |
 KU2666| KU2554 VANDERBILTS FLAGSTAFF               APPROX. 2.6 KM 0975852.1 |
 KU2666| CA9153 BRICKS RM                            12.626 METERS 15913     |
 KU2666| CA9154 BRICKS RM 2                          13.087 METERS 22608     |
 KU2666| KU2730 GOLF AND MARINE CLUB E TOWER        APPROX. 1.0 KM 2420100.6 |
 KU2666| KU2729 GOLF AND MARINE CLUB W TOWER        APPROX. 1.0 KM 2423625.5 |
 KU2666| KU2728 GOLF AND MARINE CLUB FLAGSTAFF      APPROX. 1.0 KM 2424753.6 |
 KU2666| KU2665 HECKSCHERS TANK                     APPROX. 2.5 KM 2581342.2 |
 KU2666| KU2667 WATCHMANS HOUSE CHIMNEY             APPROX. 3.3 KM 3001355.4 |
 KU2666| CB7295 POST ON BEACH                        13.730 METERS 33503     |
 KU2666| KU2732 BRICK HOUSE EAST CHIMNEY            APPROX. 1.2 KM 3390148.4 |
 KU2666| KU2733 HYDROGRAPHIC FLAG ON BEACH          APPROX. 2.4 KM 3500632.2 |
 KU2666| KU2723 YELLOW HOUSE WEST CHIMNEY           APPROX. 2.6 KM 3514325.9 |
 KU2666|---------------------------------------------------------------------|
 KU2666
 KU2666                          SUPERSEDED SURVEY CONTROL
 KU2666
 KU2666  NAD 83(1996)-  40 54 30.90970(N)    073 23 50.39341(W) AD(       ) 3
 KU2666  NAD 83(1992)-  40 54 30.90931(N)    073 23 50.39115(W) AD(       ) 3
 KU2666  NAD 83(1986)-  40 54 30.91090(N)    073 23 50.39398(W) AD(       ) 3
 KU2666  NAD 27      -  40 54 30.56000(N)    073 23 51.97700(W) AD(       ) 3
 KU2666
 KU2666.Superseded values are not recommended for survey control.
 KU2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2666.See file dsdata.txt to determine how the superseded data were derived.
 KU2666
 KU2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3497529846(NAD 83)
 KU2666_MARKER: DS = TRIANGULATION STATION DISK
 KU2666_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2666_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2666
 KU2666  HISTORY     - Date     Condition        Report By
 KU2666  HISTORY     - 1916     MONUMENTED       CGS
 KU2666  HISTORY     - 1931     GOOD             CGS
 KU2666  HISTORY     - 1939     GOOD             CGS
 KU2666  HISTORY     - 1957     MARK NOT FOUND   NY-103
 KU2666  HISTORY     - 19941128 MARK NOT FOUND   USPSQD
 KU2666
 KU2666                          STATION DESCRIPTION
 KU2666
 KU2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2666'THE STATION IS ON THE SITE OF AN OLD BRICKYARD OF WHICH VERY FEW
 KU2666'TRACES NOW REMAIN BUT WHICH HAS LEFT A SURFACE COMPOSED LARGELY OF
 KU2666'BRICKBATS, FROM WHICH CONDITION THE NAME OF THE STATION WAS DERIVED.
 KU2666'
 KU2666'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KU2666'CONCRETE, IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6B AND 13B.
 KU2666'
 KU2666'UNDERGROUND MARK IS A BOTTLE IN AN UPRIGHT POSITION, EMBEDDED IN
 KU2666'EARTH 3 FEET BELOW THE SURFACE OF THE GROUND, AS DESCRIBED IN NOTE
 KU2666'10A.
 KU2666'
 KU2666'THE GROUND IS NEARLY LEVEL FOR SOME LITTLE DISTANCE ON EITHER
 KU2666'SIDE OF THE STATION WHICH IS NEAR THE NORTHERN EXTREMITY OF THE
 KU2666'POINT FORMING THE WESTERN SIDE OF THE ENTRANCE TO CENTERPORT
 KU2666'HARBOR.  THE BEST GUIDE TO THE STATION IS THE LARGE DOUBLE POST,
 KU2666'PROBABLY A REMNANT OF THE OLD BRICKYARD WHARF, WHICH STANDS ON THE
 KU2666'BEACH IN FRONT OF THE STATION AND ABOUT IN RANGE WITH THE BRICK
 KU2666'HOUSE AT THE SANDWORKS ON WEST BEACH, ACROSS THE STRAIT.
 KU2666'
 KU2666'ON THE HILLSIDE TO THE SOUTHWARD, BUT NEARLY HIDDEN BY THE TREES,
 KU2666'IS THE LARGE HOUSE OF MR. MILTON LE CLUSE.
 KU2666'
 KU2666'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 KU2666
 KU2666                          STATION RECOVERY (1931)
 KU2666
 KU2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2666'THE STATION WAS FOUND AS DESCRIBED WITH THE EXCEPTION OF THE LARGE
 KU2666'DOUBLE POST, DESCRIBED AS BEING ABOUT IN RANGE WITH THE BRICK
 KU2666'HOUSE AT THE SANDWORKS ON W BEACH, WHICH IS GONE.  THERE ARE,
 KU2666'HOWEVER, NUMEROUS SMALL PILINGS TO INDICATE THE POSITION OF THE
 KU2666'OLD WHARF.  THE REFERENCE MARK WAS FOUND AS DESCRIBED.
 KU2666
 KU2666                          STATION RECOVERY (1939)
 KU2666
 KU2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2666'STATION IS ON N POINT OF A FLAT ON THE S SIDE OF THE ENTRANCE OF
 KU2666'NOTHPORT BAY, ABOUT 200 YARDS N OF LE CLUSE HOUSE, AT HIGH-WATER
 KU2666'LINE.  SHORE IS ERODED IN THE VICINITY BUT THE MARK IS STILL SOLID
 KU2666'AND IN GOOD CONDITION.  THE ORIGINAL REFERENCE MARK IS IN GOOD
 KU2666'CONDITION.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED.  NO
 KU2666'TRACE OF OLD BRICK-YARD OR LARGE DOUBLE POST MENTIONED IN ORIGINAL
 KU2666'DESCRIPTION REMAINS.  THE POINT IN THE VICINITY OF THE STATION IS
 KU2666'NEARLY LEVEL, GRASSY AND UNOBSTRUCTED.
 KU2666
 KU2666                          STATION RECOVERY (1957)
 KU2666
 KU2666'RECOVERY NOTE BY SUFFOLK COUNTY NEW YORK 1957
 KU2666'THERE HAS BEEN SOME GRADING DONE AT THIS LOCATION, AND IT SEEMS
 KU2666'THAT THE STATION AND REFERENCE MARK HAVE BEEN LOST.  THE 1939
 KU2666'REFERENCE MARK WAS FOUND.  IT IS ABOUT 8 IN. ABOVE THE GROUND,
 KU2666'117.47 FT. NW OF THE NW CORNER OF THE ENCLOSED PORCH FOUNDATION ON
 KU2666'THE LONGMAN HOME, 77.5 FT. NE OF A 5-IN. TRIPPLE APPLE TREE, AND
 KU2666'69.69 FT. NE OF A CONCRETE PROPERTY-LINE MONUMENT THAT IS 16 FT.
 KU2666'N OF THE APPLE TREE.
 KU2666
 KU2666                          STATION RECOVERY (1994)
 KU2666
 KU2666'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1230 ***********************************************************************
 NA1230  DESIGNATION -  BRIDGE
 NA1230  PID         -  NA1230
 NA1230  STATE/COUNTY-  NY/CHENANGO
 NA1230  USGS QUAD   -  GUILFORD (1943)
 NA1230
 NA1230                         *CURRENT SURVEY CONTROL
 NA1230  ___________________________________________________________________
 NA1230* NAD 83(1986)-  42 23 38.     (N)    075 23 54.     (W)     SCALED    
 NA1230* NAVD 88     -       309.946  (meters)    1016.88   (feet)  ADJUSTED  
 NA1230  ___________________________________________________________________
 NA1230  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 NA1230  DYNAMIC HT  -         309.838 (meters)    1016.53  (feet)  COMP
 NA1230  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NA1230
 NA1230  VERT ORDER  -  FIRST     CLASS II
 NA1230
 NA1230.The horizontal coordinates were scaled from a topographic map and have
 NA1230.an estimated accuracy of +/- 6 seconds.
 NA1230
 NA1230.The orthometric height was determined by differential leveling
 NA1230.and adjusted by the National Geodetic Survey in June 1991..
 NA1230
 NA1230.The geoid height was determined by GEOID03.
 NA1230
 NA1230.The dynamic height is computed by dividing the NAVD 88
 NA1230.geopotential number by the normal gravity value computed on the
 NA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1230.degrees latitude (g = 980.6199 gals.).
 NA1230
 NA1230.The modeled gravity was interpolated from observed gravity values.
 NA1230
 NA1230;                    North         East    Units  Estimated Accuracy
 NA1230;SPC NY C     -   266,520.      347,570.      MT  (+/- 180 meters Scaled)
 NA1230
 NA1230                          SUPERSEDED SURVEY CONTROL
 NA1230
 NA1230  NGVD 29 (??/??/92)  310.047  (m)         1017.21   (f) ADJ UNCH    1 2
 NA1230
 NA1230.Superseded values are not recommended for survey control.
 NA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1230.See file dsdata.txt to determine how the superseded data were derived.
 NA1230
 NA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM672935(NAD 83)
 NA1230_MARKER: Q = CHISELED SQUARE
 NA1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1230_SP_SET: BRIDGE
 NA1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1230
 NA1230  HISTORY     - Date     Condition        Report By
 NA1230  HISTORY     - UNK      MONUMENTED       USGS
 NA1230  HISTORY     - 1941     GOOD             NGS
 NA1230  HISTORY     - 1976     GOOD             NGS
 NA1230
 NA1230                          STATION DESCRIPTION
 NA1230
 NA1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NA1230'2.38 MI S FROM MOUNT UPTON.
 NA1230'IS 2.38 MILES SOUTH OF MOUNT UPTON, CHENANGO COUNTY, N.Y., AT THE
 NA1230'NORTHWEST CORNER OF THE LARGE IRON HIGHWAY BRIDGE OVER UNADILLA
 NA1230'RIVER, 150 FEET SOUTH OF THE TRACK, AND IS A CHISELED SQUARE ON THE
 NA1230'COPING, MARKED US. MOUNT UPTON, 2.38 MILES SOUTH OF, NORTHWEST CORNER
 NA1230'OF LARGE IRON HIGHWAY BRIDGE OVER UNADILLA RIVER, 150 FEET EAST OF
 NA1230'TRACK, ON COPING.  CHISELED SQUARE.
 NA1230
 NA1230                          STATION RECOVERY (1976)
 NA1230
 NA1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1259 ***********************************************************************
 NB1259  DESIGNATION -  BRIDGE
 NB1259  PID         -  NB1259
 NB1259  STATE/COUNTY-  NY/MONROE
 NB1259  USGS QUAD   -  RUSH (1976)
 NB1259
 NB1259                         *CURRENT SURVEY CONTROL
 NB1259  ___________________________________________________________________
 NB1259* NAD 83(1986)-  42 59 04.     (N)    077 43 58.     (W)     SCALED    
 NB1259* NAVD 88     -       166.598  (meters)     546.58   (feet)  ADJUSTED  
 NB1259  ___________________________________________________________________
 NB1259  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NB1259  DYNAMIC HT  -         166.554 (meters)     546.44  (feet)  COMP
 NB1259  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 NB1259
 NB1259  VERT ORDER  -  SECOND    CLASS 0
 NB1259
 NB1259.The horizontal coordinates were scaled from a topographic map and have
 NB1259.an estimated accuracy of +/- 6 seconds.
 NB1259
 NB1259.The orthometric height was determined by differential leveling
 NB1259.and adjusted by the National Geodetic Survey in June 1991..
 NB1259
 NB1259.The geoid height was determined by GEOID03.
 NB1259
 NB1259.The dynamic height is computed by dividing the NAVD 88
 NB1259.geopotential number by the normal gravity value computed on the
 NB1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1259.degrees latitude (g = 980.6199 gals.).
 NB1259
 NB1259.The modeled gravity was interpolated from observed gravity values.
 NB1259
 NB1259;                    North         East    Units  Estimated Accuracy
 NB1259;SPC NY W     -   331,790.      419,370.      MT  (+/- 180 meters Scaled)
 NB1259
 NB1259                          SUPERSEDED SURVEY CONTROL
 NB1259
 NB1259  NGVD 29 (??/??/92)  166.769  (m)          547.14   (f) ADJ UNCH    2 0
 NB1259
 NB1259.Superseded values are not recommended for survey control.
 NB1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1259.See file dsdata.txt to determine how the superseded data were derived.
 NB1259
 NB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN771627(NAD 83)
 NB1259_MARKER: DB = BENCH MARK DISK
 NB1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1259_SP_SET: BRIDGE
 NB1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1259
 NB1259  HISTORY     - Date     Condition        Report By
 NB1259  HISTORY     - UNK      MONUMENTED       CGS
 NB1259  HISTORY     - 1935     GOOD             NGS
 NB1259  HISTORY     - 1941     MARK NOT FOUND   NGS
 NB1259
 NB1259                          STATION DESCRIPTION
 NB1259
 NB1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NB1259'2.54 MI S FROM SCOTTSVILLE.
 NB1259'BRIDGE IS LOCATED 2.54 MILES SOUTH OF SCOTTSVILLE, ALONG THE
 NB1259'PENNSYLVANIA RAILROAD, AT THE CROSSING OF THE LEHIGH VALLEY RAILROAD,
 NB1259'ON AN OVERHEAD BRIDGE, ON THE SOUTHWEST CORNER, ON THE EXTREME
 NB1259'SOUTHEAST CORNER OF THE ELEVENTH STEP FROM THE TOP OF THE WING WALL.
 NB1259
 NB1259                          STATION RECOVERY (1941)
 NB1259
 NB1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NB1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0255 ***********************************************************************
 OG0255  DESIGNATION -  BRIDGE
 OG0255  PID         -  OG0255
 OG0255  STATE/COUNTY-  NY/NIAGARA
 OG0255  USGS QUAD   -  
 OG0255
 OG0255                         *CURRENT SURVEY CONTROL
 OG0255  ___________________________________________________________________
 OG0255* NAD 83(1986)-  43 09 09.     (N)    079 02 31.     (W)     SCALED    
 OG0255* NAVD 88     -       177.686  (meters)     582.96   (feet)  ADJUSTED  
 OG0255  ___________________________________________________________________
 OG0255  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OG0255  DYNAMIC HT  -         177.644 (meters)     582.82  (feet)  COMP
 OG0255  MODELED GRAV-     980,378.7   (mgal)                       NAVD 88
 OG0255
 OG0255  VERT ORDER  -  FIRST     CLASS 0
 OG0255
 OG0255.The horizontal coordinates were scaled from a topographic map and have
 OG0255.an estimated accuracy of +/- 6 seconds.
 OG0255
 OG0255.The orthometric height was determined by differential leveling
 OG0255.and adjusted by the National Geodetic Survey in June 1991..
 OG0255
 OG0255.The geoid height was determined by GEOID03.
 OG0255
 OG0255.The dynamic height is computed by dividing the NAVD 88
 OG0255.geopotential number by the normal gravity value computed on the
 OG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0255.degrees latitude (g = 980.6199 gals.).
 OG0255
 OG0255.The modeled gravity was interpolated from observed gravity values.
 OG0255
 OG0255;                    North         East    Units  Estimated Accuracy
 OG0255;SPC NY W     -   350,210.      312,700.      MT  (+/- 180 meters Scaled)
 OG0255
 OG0255                          SUPERSEDED SURVEY CONTROL
 OG0255
 OG0255.No superseded survey control is available for this station.
 OG0255
 OG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH592796(NAD 83)
 OG0255_MARKER: DD = SURVEY DISK
 OG0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0255_SP_SET: BRIDGE
 OG0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0255
 OG0255  HISTORY     - Date     Condition        Report By
 OG0255  HISTORY     - UNK      MONUMENTED       USLS
 OG0255  HISTORY     - 1970     GOOD             USLS
 OG0255  HISTORY     - 1977     GOOD             NGS
 OG0255
 OG0255                          STATION DESCRIPTION
 OG0255
 OG0255'DESCRIBED BY US LAKE SURVEY 1970
 OG0255'1 MI S FROM LEWISTON.
 OG0255'IS IN NIAGARA COUNTY, NEW YORK, ABOUT 1 MILE SOUTH OF LEWISTON, ON
 OG0255'WEST SIDE OF ROBERT MOSES PARKWAY, JUST NORTH OF LEWISTON-QUEENSTON
 OG0255'BRIDGE, 11.2 FEET EAST OF WEST FACE OF PARKWAY CURB, 10.3 FEET NORTH
 OG0255'OF NORTH FACE OF BRIDGE PIER, 4-FEET ABOVE THE GROUND SURFACE, BEING
 OG0255'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE TOP OF
 OG0255'A CONCRETE RETAINING WALL.
 OG0255
 OG0255                          STATION RECOVERY (1977)
 OG0255
 OG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4508 ***********************************************************************
 LX4508  DESIGNATION -  BRIDGE
 LX4508  PID         -  LX4508
 LX4508  STATE/COUNTY-  NY/ULSTER
 LX4508  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4508
 LX4508                         *CURRENT SURVEY CONTROL
 LX4508  ___________________________________________________________________
 LX4508* NAD 83(1996)-  41 42 37.92978(N)    073 56 58.58955(W)     ADJUSTED  
 LX4508* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4508  ___________________________________________________________________
 LX4508  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 LX4508  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LX4508
 LX4508  HORZ ORDER  -  THIRD
 LX4508
 LX4508.The horizontal coordinates were established by classical geodetic methods
 LX4508.and adjusted by the National Geodetic Survey in January 1999..
 LX4508
 LX4508.The orthometric height was scaled from a topographic map.
 LX4508
 LX4508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4508
 LX4508.The geoid height was determined by GEOID03.
 LX4508
 LX4508;                    North         East     Units Scale Factor Converg.
 LX4508;SPC NY E     -   319,598.740   195,801.959   MT  0.99992581   +0 21 58.4
 LX4508;SPC NY E     - 1,048,550.20    642,393.59   sFT  0.99992581   +0 21 58.4
 LX4508;UTM  18      - 4,618,171.180   587,384.651   MT  0.99969397   +0 41 56.2
 LX4508
 LX4508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4508!SPC NY E     -   1.00000470  x   0.99992581  =   0.99993051
 LX4508!UTM  18      -   1.00000470  x   0.99969397  =   0.99969867
 LX4508
 LX4508|---------------------------------------------------------------------|
 LX4508| PID    Reference Object                     Distance      Geod. Az  |
 LX4508|                                                           dddmmss.s |
 LX4508| CB3640 BRIDGE RM 2                          19.290 METERS 00026     |
 LX4508| LX4537 POUGHKEEPSIE HUD R ST HOSP FP       APPROX. 2.9 KM 0325213.0 |
 LX4508| LX4483 POUGHKEEPSIE TK STEEL BANDS TK      APPROX. 2.0 KM 0393447.3 |
 LX4508| LX4546 POUGHKEEPSIE FLAG TOP 2 SEC         APPROX. 2.8 KM 0513405.4 |
 LX4508| LX4480 POUGHKEEPSIE GRAY BLDG FLAG         APPROX. 1.7 KM 0661017.3 |
 LX4508| LX4495 POUGHKEEPSIE CENT HUD GAS STK       APPROX. 0.8 KM 0922023.6 |
 LX4508| LX4502 POUGHKEEPSIE CH PETER CROSS         APPROX. 1.1 KM 0982734.9 |
 LX4508| LX4490 TOLL                                APPROX. 1.2 KM 1394947.8 |
 LX4508| LX4507 CORNELL                             APPROX. 0.6 KM 1845145.9 |
 LX4508| CB3639 BRIDGE RM 1                           5.370 METERS 26816     |
 LX4508|---------------------------------------------------------------------|
 LX4508
 LX4508                          SUPERSEDED SURVEY CONTROL
 LX4508
 LX4508  NAD 83(1986)-  41 42 37.93197(N)    073 56 58.59061(W) AD(       ) 3
 LX4508  NAD 27      -  41 42 37.59500(N)    073 57 00.09300(W) AD(       ) 3
 LX4508
 LX4508.Superseded values are not recommended for survey control.
 LX4508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4508.See file dsdata.txt to determine how the superseded data were derived.
 LX4508
 LX4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8738518171(NAD 83)
 LX4508_MARKER: Z = SEE DESCRIPTION
 LX4508_SETTING: 0 = UNSPECIFIED SETTING
 LX4508
 LX4508  HISTORY     - Date     Condition        Report By
 LX4508  HISTORY     - 1933     MONUMENTED       CGS
 LX4508
 LX4508                          STATION DESCRIPTION
 LX4508
 LX4508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4508'THIS STATION IS LOCATED ON THE W SIDE OF THE HUDSON RIVER IN THE
 LX4508'VILLAGE OF HIGHLAND LANDING.  IT IS ON THE SE CORNER OF THE CEMENT
 LX4508'FOUNDATION FOR PIER NO. 1 OF THE RAILROAD BRIDGE ACROSS THE HUDSON
 LX4508'RIVER.  IT IS MARKED BY A STANDARD DISK STAMPED BRIDGE 1933
 LX4508'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ABUTMENT.  REFERENCE
 LX4508'MARK NO.1 IS A SIMILAR MARK IN THE SW CORNER OF THE ABUTMENT AND
 LX4508'REFERENCE MARK NO.2 IS A SIMILAR MARK IN THE NE CORNER OF THE
 LX4508'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2902 ***********************************************************************
 KU2902  CBN         -  This is a Cooperative Base Network Control Station.
 KU2902  TIDAL BM    -  This is a Tidal Bench Mark.
 KU2902  DESIGNATION -  BRIDGE
 KU2902  PID         -  KU2902
 KU2902  STATE/COUNTY-  NY/NASSAU
 KU2902  USGS QUAD   -  BAYVILLE (1975)
 KU2902
 KU2902                         *CURRENT SURVEY CONTROL
 KU2902  ___________________________________________________________________
 KU2902* NAD 83(1996)-  40 54 05.22677(N)    073 32 54.74137(W)     ADJUSTED  
 KU2902* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 KU2902  ___________________________________________________________________
 KU2902  X           -   1,367,231.438 (meters)                     COMP
 KU2902  Y           -  -4,630,096.330 (meters)                     COMP
 KU2902  Z           -   4,154,140.393 (meters)                     COMP
 KU2902  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KU2902  ELLIP HEIGHT-         -26.04  (meters)          (09/18/02) GPS OBS
 KU2902  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU2902
 KU2902  HORZ ORDER  -  A
 KU2902  ELLP ORDER  -  FOURTH    CLASS II
 KU2902
 KU2902.The horizontal coordinates were established by GPS observations
 KU2902.and adjusted by the National Geodetic Survey in September 2002..
 KU2902
 KU2902.The orthometric height was determined by GPS observations and a
 KU2902.high-resolution geoid model.
 KU2902
 KU2902.This Tidal Bench Mark is designated as VM 7079
 KU2902.by the Center for Operational Oceanographic Products and Services.
 KU2902
 KU2902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU2902
 KU2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2902
 KU2902.The ellipsoidal height was determined by GPS observations
 KU2902.and is referenced to NAD 83.
 KU2902
 KU2902.The geoid height was determined by GEOID03.
 KU2902
 KU2902;                    North         East     Units Scale Factor Converg.
 KU2902;SPC NY L     -    81,693.560   338,039.903   MT  0.99999530   +0 17 43.1
 KU2902;SPC NY L     -   268,022.95  1,109,052.58   sFT  0.99999530   +0 17 43.1
 KU2902;UTM  18      - 4,528,831.400   622,253.597   MT  0.99978396   +0 57 01.7
 KU2902
 KU2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2902!SPC NY L     -   1.00000408  x   0.99999530  =   0.99999938
 KU2902!UTM  18      -   1.00000408  x   0.99978396  =   0.99978804
 KU2902
 KU2902|---------------------------------------------------------------------|
 KU2902| PID    Reference Object                     Distance      Geod. Az  |
 KU2902|                                                           dddmmss.s |
 KU2902| AE4709 BRIDGE RM 1                           5.863 METERS 01559     |
 KU2902| KU4934 12E 24N                             396.401 METERS 02347     |
 KU2902| CA9155 BRIDGE RM 2                           6.203 METERS 14129     |
 KU2902| KU2951 EAST NORWICH PLANT NO 5 TANK        APPROX. 5.5 KM 1564044.0 |
 KU2902| KU2912 ROCK 1914 RM                        140.856 METERS 17139     |
 KU2902| KU2859 BAYVILLE MUNICIPAL TANK             APPROX. 1.6 KM 2892443.1 |
 KU2902|---------------------------------------------------------------------|
 KU2902
 KU2902                          SUPERSEDED SURVEY CONTROL
 KU2902
 KU2902  NAD 83(1996)-  40 54 05.22559(N)    073 32 54.74164(W) AD(       ) 1
 KU2902  ELLIP H (01/11/99)  -26.02   (m)                       GP(       ) 4 1
 KU2902  NAD 83(1996)-  40 54 05.22814(N)    073 32 54.74080(W) AD(       ) 1
 KU2902  NAD 83(1992)-  40 54 05.22797(N)    073 32 54.74058(W) AD(       ) 1
 KU2902  NAD 83(1986)-  40 54 05.22859(N)    073 32 54.74272(W) AD(       ) 1
 KU2902  NAD 27      -  40 54 04.87607(N)    073 32 56.29721(W) AD(       ) 1
 KU2902  NGVD 29 (03/24/92)    5.1    (m)           17.     (f) GPS OBS        
 KU2902
 KU2902.Superseded values are not recommended for survey control.
 KU2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2902.See file dsdata.txt to determine how the superseded data were derived.
 KU2902
 KU2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2225428831(NAD 83)
 KU2902_MARKER: DS = TRIANGULATION STATION DISK
 KU2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2902_STAMPING: BRIDGE 1966
 KU2902_MARK LOGO: CGS   
 KU2902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2902+STABILITY: SURFACE MOTION
 KU2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2902+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 KU2902
 KU2902  HISTORY     - Date     Condition        Report By
 KU2902  HISTORY     - 1966     MONUMENTED       CGS
 KU2902  HISTORY     - 1967     GOOD             CGS
 KU2902  HISTORY     - 1988     GOOD             USPSQD
 KU2902  HISTORY     - 19900201 GOOD
 KU2902  HISTORY     - 19900327 GOOD             NOSAMC
 KU2902  HISTORY     - 19910716 GOOD             NYDT
 KU2902  HISTORY     - 20030903 GOOD             BURAN
 KU2902  HISTORY     - 20050310 GOOD             AME
 KU2902
 KU2902                          STATION DESCRIPTION
 KU2902
 KU2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2902'THE STATION IS LOCATED IN THE VILLAGE OF BAYVILLE, AT THE
 KU2902'SOUTHERN END OF THE BAYVILLE DRAW BRIDGE.
 KU2902'
 KU2902'THE STATION MARK IS A STANDARD DISK STAMPED BRIDGE 1966,
 KU2902'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 KU2902'MONUMENT PROJECTING 2 INCHES.  IT IS 22 FEET EAST OF THE
 KU2902'CENTER OF THE WEST SHORE ROAD (COUNTY HIGHWAY 9), 8.4 FEET WEST
 KU2902'OF THE SOUTHWEST CORNER OF THE THIRD PIER FROM THE SOUTH END
 KU2902'OF BRIDGE, 6.7 FEET EAST OF THE EAST CURB OF WEST SHORE ROAD
 KU2902'AND 4.4 FEET WEST OF THE EDGE OF SIDEWALK.
 KU2902'
 KU2902'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BRIDGE NO
 KU2902'1 1966 CEMENTED IN A DRILL HOLE IN THE COPING OF BRIDGE.  IT
 KU2902'IS 31 FEET EAST OF THE CENTER OF WEST SHORE ROAD, 15.6 FEET
 KU2902'EAST OF THE EAST CURB OF HIGHWAY, 11.3 FEET NORTH OF THE
 KU2902'NORTHWEST CORNER OF THE THIRD PIER FROM THE SOUTH END OF
 KU2902'BRIDGE AND 1.5 FEET WEST OF THE EAST EDGE OF COPING.
 KU2902'
 KU2902'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRIDGE NO
 KU2902'2 1966 CEMENTED IN A DRILL HOLE IN THE COPING OF BRIDGE.  IT
 KU2902'IS 31 FEET EAST OF THE CENTER OF WEST SHORE ROAD, 19.6 FEET
 KU2902'SOUTH OF THE SOUTHWEST CORNER OF THE THIRD PIER FROM THE
 KU2902'SOUTH END OF BRIDGE, 15.6 FEET EAST OF THE EAST CURB OF
 KU2902'HIGHWAY AND 1.6 FEET WEST OF THE EAST EDGE OF COPING.
 KU2902'
 KU2902'ROCK R.M. 1914-1939 (AZ.MK.) IS A STANDARD REFERENCE MARK
 KU2902'DISK STAMPED ROCK 1914-1939, CEMENTED IN A DRILL HOLE IN A
 KU2902'CONCRETE SEA WALL WHICH PROJECTS 6 FEET ABOVE THE HIGH
 KU2902'WATER MARK.  IT IS 35.0 FEET EAST OF THE CENTER OF WEST
 KU2902'SHORE ROAD AND 14.0 FEET SOUTHEAST OF A POWER LINE POLE WITH
 KU2902'TRANSFORMER.
 KU2902'
 KU2902'GEODIMETER DISTANCE--BRIDGE-TEDDY (9805.42 FT.) 2988.699 M.
 KU2902'
 KU2902'GEODIMETER DISTANCE--BRIDGE-OYSTER 1939 RM 3.  (8292.03 FT.)
 KU2902'2527.417 M.
 KU2902'
 KU2902'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KU2902
 KU2902                          STATION RECOVERY (1967)
 KU2902
 KU2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DJF)
 KU2902'STATION RECOVERED AS DESCRIBED.
 KU2902
 KU2902                          STATION RECOVERY (1988)
 KU2902
 KU2902'RECOVERY NOTE BY US POWER SQUADRON 1988 (IM)
 KU2902'RECOVERED IN GOOD CONDITION.
 KU2902
 KU2902                          STATION RECOVERY (1990)
 KU2902
 KU2902'RECOVERED 1990
 KU2902'RECOVERED IN GOOD CONDITION.
 KU2902
 KU2902                          STATION RECOVERY (1990)
 KU2902
 KU2902'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU2902'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE SOUTH SHORE
 KU2902'OF LONG ISLAND SOUND ABOUT 2 NAUTICAL MILES NORTH-NORTHWEST OF THE
 KU2902'TOWN OF OYSTER BAY NEAR THE NORTHEAST TIP OF MILL NECK IN A GRASSY
 KU2902'MEDIAN BETWEEN A ROAD (SHORE DRIVE) AND A SIDEWALK JUST SOUTH OF THE
 KU2902'BAYVILLE BRIDGE. TO REACH THE STATION FROM THE U. S. POST OFFICE IN
 KU2902'OYSTER BAY ON SHORE DRIVE, GO WEST ON SHORE DRIVE FOR 0.25 KM (0.15
 KU2902'MI) TO LARRABEE ROAD, TURN LEFT AND FOLLOW LARRABEE ROAD FOR 0.25 KM
 KU2902'(0.15 MI) TO WEST MAIN STREET, TURN RIGHT ON WEST MAIN STREET AND
 KU2902'CONTINUE ON IT AS IT BECOMES SHORE DRIVE FOR 3.25 KM (2.00 MI) TO THE
 KU2902'BAYVILLE DRAWBRIDGE AND THE STATION MARK JUST WEST OF THE FOURTH LAMP
 KU2902'POST SOUTH OF THE SOUTH END OF THE BRIDGE.  THE STATION MARK IS A
 KU2902'BRONZE COAST AND GEODETIC SURVEY DISK STAMPED ---BRIDGE 1966--- WHICH
 KU2902'IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 KU2902'IS 113.5 M (372.4 FT) SOUTH FROM THE CENTERSPAN OF THE BAYVILLE
 KU2902'DRAWBRIDGE (1938), 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF SHORE
 KU2902'DRIVE, 6.205 M (20.358 FT) NORTHWEST OF REFERENCE MARK NO 2 WHICH IS A
 KU2902'COAST AND GEODETIC SURVEY BRONZE REFERENCE MARK DISK STAMPED ---BRIDGE
 KU2902'NO 2 1966--- WHICH IS SET IN A DRILL HOLE IN THE TOP OF A GRANITE
 KU2902'BULKHEAD JUST EAST OF THE SIDEWALK, AND 5.865 M (19.242 FT) NORTHWEST
 KU2902'OF REFERENCE MARK NO 1 WHICH IS A COAST AND GEODETIC SURVEY BRONZE
 KU2902'REFERENCE MARK DISK STAMPED ---BRIDGE NO 1 1966--- WHICH IS SET INTO A
 KU2902'DRILL HOLE IN THE TOP OF A GRANITE BULKHEAD JUST EAST OF THE SIDEWALK.
 KU2902'DESCRIBED BY JACK CLAYTON.
 KU2902
 KU2902                          STATION RECOVERY (1991)
 KU2902
 KU2902'RECOVERY NOTE BY NY DEPT OF TRANSP 1991 (KR)
 KU2902'RECOVERY NOTE FROM NY FBN/CBN SURVEY.  STATION IS AT BAYVILLE, NY,  ON
 KU2902'COUNTY RIGHT OF
 KU2902'WAY,AT THE SOUTH END OF THE BAYVILLE DRAW BRIDGE, IN A GRASS AREA
 KU2902'BETWEEN THE SEAWALL
 KU2902'SIDEWALK AND THE WEST SHORE ROAD.
 KU2902' 
 KU2902'TO REACH FROM THE JUNCTION OF THE L.I.E. (I-495) AND ROUTE 106, TAKE
 KU2902'106 NORTH TO LEXINGTON
 KU2902'AVE, THEN WEST TO WEST SHORE RD, THEN WEST TO THE MARK AT THE BRIDGE.
 KU2902'TO REACH  FROM
 KU2902'THE POST OFFICE IN BAYVILLE,  GO 0.1 KM EAST ALONG BAYVILLE AVENUE  TO
 KU2902'SHORE ROAD, TURN
 KU2902'RIGHT, SOUTH, GO 0.65 KM ALONG THE SHORE ROAD CROSSING THE BRIDGE TO
 KU2902'THE STATION ON THE
 KU2902'RIGHT.
 KU2902' 
 KU2902'STATION IS 57.0 M SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE
 KU2902'ABUTMENT,  33.5 M NORTH OF
 KU2902'THE SOUTH LIGHT PILLAR ON THE SEAWALL, 6.4 M EASTOF THE ROAD
 KU2902'CENTERLINE, 2.6 M WEST OFTHE
 KU2902'SOUTHWEST CORNER OF THE 3 RD LIGHT PILLAR SOUTH OF THE ABUTMENT, 1.4 M
 KU2902'WEST OF THE
 KU2902'WEST EDGE OF THE SIDEWALK, 0.3 M ABOVE THE LEVEL OF THE ROAD, AND THE
 KU2902'MONUMENT IS
 KU2902'FLUSH WITH THE GROUND. OTHER TIES--22 FT EAST OF THE CENTER OF WEST
 KU2902'SHORE RD, 8.4 FT
 KU2902'WEST OF THE SW CORNER OF THE THIRD PIER FROM THE SOUTH END OF A
 KU2902'CONCRETE BULKHEAD
 KU2902'SOUTH OF THE BRIDGE, 6.7 FT EAST OF THE EAST CURB OF WEST SHORE RD AND
 KU2902'4.4 FT WEST OF THE
 KU2902'EDGE OF SIDEWALK.
 KU2902' 
 KU2902' 
 KU2902'
 KU2902
 KU2902                          STATION RECOVERY (2003)
 KU2902
 KU2902'RECOVERY NOTE BY BURGESS AND NIPLE 2003 (GCP)
 KU2902'RECOVERED
 KU2902
 KU2902                          STATION RECOVERY (2005)
 KU2902
 KU2902'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2005 (MB)
 KU2902'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4206 ***********************************************************************
 KU4206  DESIGNATION -  BRIDGE
 KU4206  PID         -  KU4206
 KU4206  STATE/COUNTY-  NY/SUFFOLK
 KU4206  USGS QUAD   -  SAG HARBOR (1956)
 KU4206
 KU4206                         *CURRENT SURVEY CONTROL
 KU4206  ___________________________________________________________________
 KU4206* NAD 83(1996)-  40 56 14.50547(N)    072 18 03.81060(W)     ADJUSTED  
 KU4206* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU4206  ___________________________________________________________________
 KU4206  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KU4206  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU4206
 KU4206  HORZ ORDER  -  FIRST
 KU4206
 KU4206.The horizontal coordinates were established by classical geodetic methods
 KU4206.and adjusted by the National Geodetic Survey in January 1999..
 KU4206
 KU4206.The orthometric height was scaled from a topographic map.
 KU4206
 KU4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4206
 KU4206.The geoid height was determined by GEOID03.
 KU4206
 KU4206;                    North         East     Units Scale Factor Converg.
 KU4206;SPC NY L     -    86,970.915   443,066.459   MT  0.99999606   +1 06 40.5
 KU4206;SPC NY L     -   285,337.08  1,453,627.21   sFT  0.99999606   +1 06 40.5
 KU4206;UTM  18      - 4,535,311.610   727,211.897   MT  1.00023545   +1 46 09.1
 KU4206
 KU4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4206!SPC NY L     -   1.00000309  x   0.99999606  =   0.99999915
 KU4206!UTM  18      -   1.00000309  x   1.00023545  =   1.00023854
 KU4206
 KU4206|---------------------------------------------------------------------|
 KU4206| PID    Reference Object                     Distance      Geod. Az  |
 KU4206|                                                           dddmmss.s |
 KU4206| KU4207 BRIDGEHAMPTON FLAGSTAFF 1965          3.300 METERS 01057     |
 KU4206| CB8330 BRIDGE RM 4                          10.311 METERS 03826     |
 KU4206| KU0020 E 324                                43.495 METERS 04452     |
 KU4206| CB8328 BRIDGE RM 1                          27.300 METERS 14053     |
 KU4206| CB8329 BRIDGE RM 2 AZIMUTH                                1830112.3 |
 KU4206|---------------------------------------------------------------------|
 KU4206
 KU4206                          SUPERSEDED SURVEY CONTROL
 KU4206
 KU4206  NAD 83(1996)-  40 56 14.50560(N)    072 18 03.81097(W) AD(       ) 1
 KU4206  NAD 83(1992)-  40 56 14.50427(N)    072 18 03.81049(W) AD(       ) 1
 KU4206  NAD 83(1986)-  40 56 14.50735(N)    072 18 03.81677(W) AD(       ) 1
 KU4206  NAD 27      -  40 56 14.15050(N)    072 18 05.51719(W) AD(       ) 1
 KU4206
 KU4206.Superseded values are not recommended for survey control.
 KU4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4206.See file dsdata.txt to determine how the superseded data were derived.
 KU4206
 KU4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2721235312(NAD 83)
 KU4206_MARKER: DS = TRIANGULATION STATION DISK
 KU4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4206+STABILITY: SURFACE MOTION
 KU4206
 KU4206  HISTORY     - Date     Condition        Report By
 KU4206  HISTORY     - 1965     MONUMENTED       CGS
 KU4206  HISTORY     - 1975     GOOD             NGS
 KU4206  HISTORY     - 19941011 GOOD             USPSQD
 KU4206
 KU4206                          STATION DESCRIPTION
 KU4206
 KU4206'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4206'THE STATION IS LOCATED IN A SMALL ELEVATED TRAFFIC ISLAND AT THE
 KU4206'INTERSECTIONS OF STATE HIGHWAY 27, OCEAN ROAD AND COUNTY ROAD 79
 KU4206'IN THE CENTRAL PART OF BRIDGEHAMPTON.  THE ISLAND IS ALSO
 KU4206'OCCUPIED BY A LARGE STONE MONUMENT AND A TALL FLAGSTAFF.
 KU4206'
 KU4206'THE STATION MARK IS A STANDARD DISK, STAMPED BRIDGE 1965, SET IN
 KU4206'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KU4206'WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE CENTER OF
 KU4206'STATE HIGHWAY 27, 34 FEET WEST-NORTHWEST OF THE CENTER OF OCEAN
 KU4206'ROAD, 12.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KU4206'LARGE STONE MONUMENT AND 10.83 FEET SOUTH OF THE FLAGSTAFF.
 KU4206'
 KU4206'B.M. E 324 IS A STANDARD BENCH MARK DISK, STAMPED E 324 1943, SET
 KU4206'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 KU4206'INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE
 KU4206'INTERSECTION OF STATE HIGHWAY 27 AND COUNTY ROAD 79 AND 2.0
 KU4206'FEET SOUTHWEST OF POWER LINE POLE NUMBER 262-5.  THIS MARK WAS
 KU4206'USED AS REFERENCE MARK NUMBER 3.
 KU4206'
 KU4206'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIDGE NO 1 1965, SET
 KU4206'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU4206'1 INCH ABOVE THE GROUND SURFACE.  IT IS 34.6 FEET EAST-SOUTHEAST
 KU4206'OF THE CENTER OF OCEAN ROAD, 30.0 FEET SOUTH-SOUTHWEST OF THE
 KU4206'CENTER OF A GRAVELED DRIVEWAY AND 5.0 FEET SOUTHWEST OF THE
 KU4206'CENTER OF A 24 INCH MAPLE TREE.
 KU4206'
 KU4206'TO REACH REFERENCE MARK 2 (AZIMUTH MARK) FROM THE STATION, GO
 KU4206'SOUTH ON OCEAN ROAD FOR 0.1 MILE TO THE MARK ON THE EAST SIDE OF
 KU4206'THE ROAD.
 KU4206'
 KU4206'REFERENCE MARK 2 (AZIMUTH MARK) IS A STANDARD REFERENCE MARK DISK,
 KU4206'STAMPED BRIDGE NO 2 1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KU4206'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KU4206'29.3 FEET EAST OF THE CENTER OF OCEAN ROAD AND 3.3 FEET NORTHWEST
 KU4206'OF TELEPHONE POLE NUMBER 7.
 KU4206'
 KU4206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KU4206
 KU4206                          STATION RECOVERY (1975)
 KU4206
 KU4206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KU4206'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 (AZ) WERE
 KU4206'RECOVERED.  B.M. E 324 1943 (RM 3) WAS FOUND LYING OUT ON TOP OF THE
 KU4206'GROUND AND THE DISK WAS REMOVED AT THIS TIME.  REFERENCE MARK 4
 KU4206'WAS ESTABLISHED.
 KU4206'
 KU4206'THE STATION IS LOCATED IN THE CENTER OF BRIDGEHAMPTON, ON A
 KU4206'SMALL ELEVATED TRAFFIC ISLAND AT THE JUNCTION OF STATE HIGHWAY
 KU4206'27, COUNTY ROAD 79 AND OCEAN ROAD.
 KU4206'
 KU4206'STATION IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 KU4206'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS
 KU4206'STAMPED BRIDGE 1965.  IT IS 48 FEET SOUTH OF CENTER OF STATE
 KU4206'HIGHWAY 27, 34 FEET WEST-NORTHWEST OF CENTER OF OCEAN ROAD,
 KU4206'12.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 KU4206'STONE MONUMENT AND IS 10.8 FEET SOUTH OF FLAGPOLE.
 KU4206'
 KU4206'REFERENCE MARK 1 IS A STANDARD DISK SET IN 12 INCH ROUND
 KU4206'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 KU4206'BRIDGE NO 1 1965.  IT IS 76 FEET NORTH-NORTHEAST OF CENTER OF
 KU4206'GRAVEL DRIVEWAY, 35 FEET EAST-SOUTHEAST OF CENTER OF OCEAN ROAD,
 KU4206'24 FEET SOUTH-SOUTHWEST OF PAVED DRIVEWAY AND 5 FEET SOUTHWEST
 KU4206'OF A 24 INCH MAPLE TREE.
 KU4206'
 KU4206'REFERENCE MARK 4 A STANDARD DISK SET IN A DRILL HOLE IN GRANITE
 KU4206'CURBING AROUND THE TRAFFIC ISLAND ABOUT 2 FEET HIGHER THAN THE
 KU4206'STREET LEVEL AND THE DISK IS STAMPED BRIDGE NO 4 1965 1975.  IT
 KU4206'IS 38.5 FEET SOUTH OF CENTER OF STATE HIGHWAY 27, 33.5 FEET
 KU4206'EAST-NORTHEAST OF NORTHEAST CORNER OF MONUMENT, 25 FEET NORTHEAST
 KU4206'OF FLAG POLE AND 22 FEET WEST OF CENTER OF OCEAN ROAD.
 KU4206'
 KU4206'REFERENCE MARK 2 (AZ) IS A STANDARD DISK SET IN TOP OF A 12
 KU4206'INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE DISK
 KU4206'IS BRIDGE 1965.  IT IS 29.5 FEET EAST OF CENTER OF OCEAN ROAD
 KU4206'AND 3.5 FEET NORTHWEST OF TELEPHONE POLE NO 7.
 KU4206'
 KU4206'REFERENCE MARK 1 WAS MEASURED WITH HEWLETT-PACKARD 3800 AS IT IS
 KU4206'ACROSS A BUSY ROAD.
 KU4206'
 KU4206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4206'IN BRIDGEHAMPTON.
 KU4206
 KU4206                          STATION RECOVERY (1994)
 KU4206
 KU4206'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU4206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2143 ***********************************************************************
 MZ2143  DESIGNATION -  BRIDGE
 MZ2143  PID         -  MZ2143
 MZ2143  STATE/COUNTY-  NY/DUTCHESS
 MZ2143  USGS QUAD   -  SAUGERTIES (1978)
 MZ2143
 MZ2143                         *CURRENT SURVEY CONTROL
 MZ2143  ___________________________________________________________________
 MZ2143* NAD 83(1996)-  42 00 55.59299(N)    073 55 36.66971(W)     ADJUSTED  
 MZ2143* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 MZ2143  ___________________________________________________________________
 MZ2143  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MZ2143  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MZ2143
 MZ2143  HORZ ORDER  -  THIRD
 MZ2143
 MZ2143.The horizontal coordinates were established by classical geodetic methods
 MZ2143.and adjusted by the National Geodetic Survey in January 1999..
 MZ2143
 MZ2143.The orthometric height was scaled from a topographic map.
 MZ2143
 MZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2143
 MZ2143.The geoid height was determined by GEOID03.
 MZ2143
 MZ2143;                    North         East     Units Scale Factor Converg.
 MZ2143;SPC NY E     -   353,474.046   197,469.544   MT  0.99992772   +0 23 01.1
 MZ2143;SPC NY E     - 1,159,689.43    647,864.66   sFT  0.99992772   +0 23 01.1
 MZ2143;UTM  18      - 4,652,047.789   588,854.566   MT  0.99969715   +0 43 06.0
 MZ2143
 MZ2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2143!SPC NY E     -   1.00000469  x   0.99992772  =   0.99993241
 MZ2143!UTM  18      -   1.00000469  x   0.99969715  =   0.99970184
 MZ2143
 MZ2143|---------------------------------------------------------------------|
 MZ2143| PID    Reference Object                     Distance      Geod. Az  |
 MZ2143|                                                           dddmmss.s |
 MZ2143| DA3106 BRIDGE RM 1                                        01035     |
 MZ2143| DA3107 BRIDGE RM 2                                        05330     |
 MZ2143| MZ2133 TURKEY PT LIGHT                     APPROX. 1.0 KM 2673025.7 |
 MZ2143|---------------------------------------------------------------------|
 MZ2143
 MZ2143                          SUPERSEDED SURVEY CONTROL
 MZ2143
 MZ2143  NAD 83(1986)-  42 00 55.59200(N)    073 55 36.67149(W) AD(       ) 3
 MZ2143  NAD 27      -  42 00 55.26300(N)    073 55 38.18200(W) AD(       ) 3
 MZ2143
 MZ2143.Superseded values are not recommended for survey control.
 MZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2143.See file dsdata.txt to determine how the superseded data were derived.
 MZ2143
 MZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8885552048(NAD 83)
 MZ2143_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2143
 MZ2143  HISTORY     - Date     Condition        Report By
 MZ2143  HISTORY     - 1934     MONUMENTED       CGS
 MZ2143  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2143
 MZ2143                          STATION DESCRIPTION
 MZ2143
 MZ2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2143'ON E SHORE OF HUDSON RIVER, ABOUT MIDWAY BETWEEN BARRYTOWN AND
 MZ2143'CRUGER ISLAND.  STATION IS 18 METERS (SCALED FROM TOPO. SHEET)
 MZ2143'S OF THIRD RAILROAD BRIDGE S OF CRUGER ISLAND AND 15 FEET W OF
 MZ2143'W RAIL.
 MZ2143'
 MZ2143'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2143'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 MZ2143'
 MZ2143'REFERENCE MARK NO.1 IS N OF STATION EMBEDDED IN SW WING WALL
 MZ2143'OF RAILROAD BRIDGE.  REFERENCE MARK NO.2 IS NE OF STATION ACROSS
 MZ2143'TRACKS IN LARGE BLOCK OF CONCRETE NEAR SE WING WALL OF BRIDGE.
 MZ2143
 MZ2143                          STATION RECOVERY (1935)
 MZ2143
 MZ2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2143'RECOVERED IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS WERE
 MZ2143'TAKEN, AS PER SKETCH, TO SUPPLEMENT THE DESCRIPTION AND TO
 MZ2143'ASSIST IN LOCATING THE STATION ON THE AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3302 ***********************************************************************
 KU3302  DESIGNATION -  BRIDGE 19 1964
 KU3302  PID         -  KU3302
 KU3302  STATE/COUNTY-  NY/QUEENS
 KU3302  USGS QUAD   -  JAMAICA (1979)
 KU3302
 KU3302                         *CURRENT SURVEY CONTROL
 KU3302  ___________________________________________________________________
 KU3302* NAD 83(1996)-  40 44 20.81246(N)    073 50 51.33692(W)     ADJUSTED  
 KU3302* NAVD 88     -        10.4    (meters)      34.     (feet)  VERTCON   
 KU3302  ___________________________________________________________________
 KU3302  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KU3302  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU3302
 KU3302  HORZ ORDER  -  SECOND
 KU3302
 KU3302.The horizontal coordinates were established by classical geodetic methods
 KU3302.and adjusted by the National Geodetic Survey in January 1999..
 KU3302
 KU3302.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3302
 KU3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3302
 KU3302.The geoid height was determined by GEOID03.
 KU3302
 KU3302;                    North         East     Units Scale Factor Converg.
 KU3302;SPC NY L     -    63,579.188   312,873.120   MT  0.99999677   +0 05 58.9
 KU3302;SPC NY L     -   208,592.72  1,026,484.56   sFT  0.99999677   +0 05 58.9
 KU3302;SPC NY E     -   211,783.508   205,100.862   MT  0.99993736   +0 25 32.8
 KU3302;SPC NY E     -   694,826.39    672,901.74   sFT  0.99993736   +0 25 32.8
 KU3302;UTM  18      - 4,510,435.609   597,301.271   MT  0.99971653   +0 45 07.7
 KU3302
 KU3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3302!SPC NY L     -   1.00000332  x   0.99999677  =   1.00000009
 KU3302!SPC NY E     -   1.00000332  x   0.99993736  =   0.99994068
 KU3302!UTM  18      -   1.00000332  x   0.99971653  =   0.99971985
 KU3302
 KU3302:                Primary Azimuth Mark                     Grid Az
 KU3302:SPC NY L     -  TIME 1964                                027 41 22.4
 KU3302:SPC NY E     -  TIME 1964                                027 21 48.5
 KU3302:UTM  18      -  TIME 1964                                027 02 13.6
 KU3302
 KU3302|---------------------------------------------------------------------|
 KU3302| PID    Reference Object                     Distance      Geod. Az  |
 KU3302|                                                           dddmmss.s |
 KU3302| KU3300 TIME 1964                           458.430 METERS 0274721.3 |
 KU3302|---------------------------------------------------------------------|
 KU3302
 KU3302                          SUPERSEDED SURVEY CONTROL
 KU3302
 KU3302  NAD 83(1996)-  40 44 20.81282(N)    073 50 51.33602(W) AD(       ) 2
 KU3302  NAD 83(1992)-  40 44 20.81259(N)    073 50 51.33666(W) AD(       ) 2
 KU3302  NAD 83(1986)-  40 44 20.81829(N)    073 50 51.33757(W) AD(       ) 2
 KU3302  NAD 27      -  40 44 20.44290(N)    073 50 52.84650(W) AD(       ) 2
 KU3302  NGVD 29 (07/19/86)   10.7    (m)           35.     (f) VERT ANG       
 KU3302
 KU3302.Superseded values are not recommended for survey control.
 KU3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3302.See file dsdata.txt to determine how the superseded data were derived.
 KU3302
 KU3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9730110436(NAD 83)
 KU3302_MARKER: DE = TRAVERSE STATION DISK
 KU3302_SETTING: 0 = UNSPECIFIED SETTING
 KU3302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3302+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 KU3302
 KU3302  HISTORY     - Date     Condition        Report By
 KU3302  HISTORY     - 1964     MONUMENTED       CGS
 KU3302  HISTORY     - 19851011 GOOD             GEOHYD
 KU3302  HISTORY     - 19920822 GOOD             USPSQD
 KU3302  HISTORY     - 20010508 GOOD             INDIV
 KU3302
 KU3302                          STATION DESCRIPTION
 KU3302
 KU3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH)
 KU3302'THE STATION IS LOCATED IN BRIDGE 19 (WALK-OVER) AT THE
 KU3302'INTERSECTION OF CORONA AVE. AND HORACE HARDING EXP. AND JUST
 KU3302'EAST OF THE FAIR MOTOR INN.
 KU3302'
 KU3302'THE STATION MARK IS 96.4 FEET SOUTH OF THE SOUTH EDGE OF THE
 KU3302'NORTH RAMP, 6.9 FEET EAST OF THE WEST EDGE OF BRIDGE FLOOR AND
 KU3302'5.0 FEET WEST OF THE EAST EDGE OF BRIDGE FLOOR.  IT IS A
 KU3302'STANDARD TRAVERSE DISK CEMENTED IN A DRILLED HOLE IN BRIDGE
 KU3302'FLOOR AND IS STAMPED BRIDGE 19 1964.
 KU3302
 KU3302                          STATION RECOVERY (1985)
 KU3302
 KU3302'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KU3302'RECOVERED IN GOOD CONDITION.
 KU3302
 KU3302                          STATION RECOVERY (1992)
 KU3302
 KU3302'RECOVERY NOTE BY US POWER SQUADRON 1992 (JS)
 KU3302'RECOVERED IN GOOD CONDITION.
 KU3302
 KU3302                          STATION RECOVERY (2001)
 KU3302
 KU3302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RG)
 KU3302'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2100 ***********************************************************************
 OF2100  DESIGNATION -  BRIDGE 1925
 OF2100  PID         -  OF2100
 OF2100  STATE/COUNTY-  NY/MONROE
 OF2100  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2100
 OF2100                         *CURRENT SURVEY CONTROL
 OF2100  ___________________________________________________________________
 OF2100* NAD 83(1996)-  43 07 27.39278(N)    077 37 54.00830(W)     ADJUSTED  
 OF2100* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 OF2100  ___________________________________________________________________
 OF2100  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 OF2100  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2100
 OF2100  HORZ ORDER  -  SECOND
 OF2100
 OF2100.The horizontal coordinates were established by classical geodetic methods
 OF2100.and adjusted by the National Geodetic Survey in January 1999..
 OF2100
 OF2100.The orthometric height was scaled from a topographic map.
 OF2100
 OF2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2100
 OF2100.The geoid height was determined by GEOID03.
 OF2100
 OF2100;                    North         East     Units Scale Factor Converg.
 OF2100;SPC NY W     -   347,415.095   427,438.456   MT  1.00001124   +0 39 02.1
 OF2100;SPC NY W     - 1,139,811.02  1,402,354.33   sFT  1.00001124   +0 39 02.1
 OF2100;UTM  18      - 4,777,977.539   285,924.767   MT  1.00016380   -1 47 58.7
 OF2100
 OF2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2100!SPC NY W     -   0.99998018  x   1.00001124  =   0.99999142
 OF2100!UTM  18      -   0.99998018  x   1.00016380  =   1.00014398
 OF2100
 OF2100                          SUPERSEDED SURVEY CONTROL
 OF2100
 OF2100  NAD 83(1986)-  43 07 27.40184(N)    077 37 54.00491(W) AD(       ) 2
 OF2100  NAD 27      -  43 07 27.17900(N)    077 37 54.99800(W) AD(       ) 2
 OF2100
 OF2100.Superseded values are not recommended for survey control.
 OF2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2100.See file dsdata.txt to determine how the superseded data were derived.
 OF2100
 OF2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8592577978(NAD 83)
 OF2100
 OF2100  HISTORY     - Date     Condition        Report By
 OF2100  HISTORY     - 1925     MONUMENTED       CGS
 OF2100  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2100  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 OF2100
 OF2100                          STATION DESCRIPTION
 OF2100
 OF2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2100'IN ROCHESTER, AT THE EAST END OF THE BRIDGE WHERE ELMWOOD AVENUE
 OF2100'CROSSES THE GENESEE RIVER, ABOUT IN LINE WITH THE NORTH EDGE OF
 OF2100'THE ROADWAY OVER THE BRIDGE.  IT IS 4.95 METERS EAST OF THE
 OF2100'EAST EDGE OF THE EAST BRIDGE ABUTMENT, 5.00 METERS SOUTHEAST OF
 OF2100'THE NORTHEAST CORNER OF THE TOP STONE OF THE NORTHEAST ABUTMENT
 OF2100'WING, 9.80 METERS NORTHEAST OF THE SOUTHEAST CORNER OF THE TOP
 OF2100'STONE OF THE SOUTHEAST ABUTMENT WING, AND 3.15 METERS SOUTHEAST OF
 OF2100'THE SOUTHEAST CORNER OF THE SECOND CONCRETE POST EAST OF THE
 OF2100'BRIDGE ON THE NORTH SIDE OF ELMWOOD AVENUE.  STATION IS SET AS
 OF2100'DESCRIBED IN NOTE D-2.
 OF2100'
 OF2100'IN 1940 STATION REPORTED DESTROYED DUE TO ROAD CONSTRUCTION.
 OF2100
 OF2100                          STATION RECOVERY (1977)
 OF2100
 OF2100'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2100'DESTROYED IN CONSTRUCTION AND REPLACED BY BRIDGE R ABOUT 1935.
 OF2100
 OF2100                          STATION RECOVERY (1995)
 OF2100
 OF2100'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0531 ***********************************************************************
 NC0531  DESIGNATION -  BRIDGE 195 USGS
 NC0531  PID         -  NC0531
 NC0531  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0531  USGS QUAD   -  NORTH OF DUNKIRK (1976)
 NC0531
 NC0531                         *CURRENT SURVEY CONTROL
 NC0531  ___________________________________________________________________
 NC0531* NAD 83(1986)-  42 31 08.     (N)    079 15 19.     (W)     SCALED    
 NC0531* NAVD 88     -       189.867  (meters)     622.92   (feet)  ADJUSTED  
 NC0531  ___________________________________________________________________
 NC0531  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NC0531  DYNAMIC HT  -         189.808 (meters)     622.73  (feet)  COMP
 NC0531  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 NC0531
 NC0531  VERT ORDER  -  FIRST     CLASS II
 NC0531
 NC0531.The horizontal coordinates were scaled from a topographic map and have
 NC0531.an estimated accuracy of +/- 6 seconds.
 NC0531
 NC0531.The orthometric height was determined by differential leveling
 NC0531.and adjusted by the National Geodetic Survey in November 1993..
 NC0531
 NC0531.The geoid height was determined by GEOID03.
 NC0531
 NC0531.The dynamic height is computed by dividing the NAVD 88
 NC0531.geopotential number by the normal gravity value computed on the
 NC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0531.degrees latitude (g = 980.6199 gals.).
 NC0531
 NC0531.The modeled gravity was interpolated from observed gravity values.
 NC0531
 NC0531;                    North         East    Units  Estimated Accuracy
 NC0531;SPC NY W     -   279,950.      294,790.      MT  (+/- 180 meters Scaled)
 NC0531
 NC0531                          SUPERSEDED SURVEY CONTROL
 NC0531
 NC0531  NAVD 88 (??/??/92)  189.846  (m)          622.85   (f) POSTED      3  
 NC0531  NGVD 29 (??/??/92)  190.010  (m)          623.39   (f) ADJ UNCH    1 2
 NC0531
 NC0531.Superseded values are not recommended for survey control.
 NC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0531.See file dsdata.txt to determine how the superseded data were derived.
 NC0531
 NC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH433088(NAD 83)
 NC0531_MARKER: Q = CHISELED SQUARE
 NC0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0531_SP_SET: BRIDGE
 NC0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0531
 NC0531  HISTORY     - Date     Condition        Report By
 NC0531  HISTORY     - UNK      MONUMENTED       USGS
 NC0531  HISTORY     - 1934     GOOD             NGS
 NC0531  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0531
 NC0531                          STATION DESCRIPTION
 NC0531
 NC0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NC0531'4 MI E FROM DUNKIRK.
 NC0531'4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT
 NC0531'DUNKIRK, CHAUTAUQUA COUNTY, ABOUT 120 YARDS EAST OF MILEPOST C 502,
 NC0531'11-1/2 RAILS EAST OF AUTOMATIC BLOCK SIGNAL 371, AT A BRIDGE, ON THE
 NC0531'TOP OF THE SOUTHEAST CORNER OF THE CAPSTONE OF THE SOUTHWEST WING
 NC0531'WALL, 9.6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT ONE FOOT LOWER THAN
 NC0531'THE BASE OF THE RAIL.  A CHISELED SQUARE.
 NC0531
 NC0531                          STATION RECOVERY (1983)
 NC0531
 NC0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0531'NOT RECOVERED, COULD NOT LOCATE A BRIDGE WITH A CAPSTONE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0239 ***********************************************************************
 OG0239  DESIGNATION -  BRIDGE 2
 OG0239  PID         -  OG0239
 OG0239  STATE/COUNTY-  NY/NIAGARA
 OG0239  USGS QUAD   -  
 OG0239
 OG0239                         *CURRENT SURVEY CONTROL
 OG0239  ___________________________________________________________________
 OG0239* NAD 83(1986)-  43 06 35.     (N)    079 03 21.     (W)     SCALED    
 OG0239* NAVD 88     -       104.97   (+/-2cm)     344.4    (feet)  VERTCON   
 OG0239  ___________________________________________________________________
 OG0239  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OG0239
 OG0239  VERT ORDER  -  ? (See Below)
 OG0239
 OG0239.The horizontal coordinates were scaled from a topographic map and have
 OG0239.an estimated accuracy of +/- 6 seconds.
 OG0239
 OG0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0239.The vertical order pertains to the NGVD 29 superseded value.
 OG0239
 OG0239.The geoid height was determined by GEOID03.
 OG0239
 OG0239;                    North         East    Units  Estimated Accuracy
 OG0239;SPC NY W     -   345,470.      311,540.      MT  (+/- 180 meters Scaled)
 OG0239
 OG0239                          SUPERSEDED SURVEY CONTROL
 OG0239
 OG0239  NGVD 29 (??/??/92)  105.130  (m)          344.91   (f) ADJ UNCH    ?  
 OG0239
 OG0239.Superseded values are not recommended for survey control.
 OG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0239.See file dsdata.txt to determine how the superseded data were derived.
 OG0239
 OG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH581748(NAD 83)
 OG0239_MARKER: B = BOLT
 OG0239_SETTING: 80 = SET IN A BOULDER
 OG0239_SP_SET: BOULDER
 OG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0239+STABILITY: SURFACE MOTION
 OG0239
 OG0239  HISTORY     - Date     Condition        Report By
 OG0239  HISTORY     - UNK      MONUMENTED       USLS
 OG0239  HISTORY     - 1943     GOOD             USLS
 OG0239
 OG0239                          STATION DESCRIPTION
 OG0239
 OG0239'DESCRIBED BY US LAKE SURVEY 1943
 OG0239'IN NIAGARA FALLS.
 OG0239'IN THE GORGE AT NIAGARA FALLS, NIAGARA COUNTY, ABOUT 486 FEET SOUTH
 OG0239'OF THE SOUTH SIDE OF THE EAST ABUTMENT OF THE NEW YORK CENTRAL
 OG0239'RAILROAD CANTILEVER BRIDGE, ABOUT 6 FEET FROM THE EDGE OF THE WATER,
 OG0239'81 FEET NORTH OF THE CENTER OF A CONCRETE RETAINING WALL AT THE
 OG0239'OUTLET OF A CONCRETE PIPE SEWER, AND IN THE TOP OF A BOULDER.  THE
 OG0239'TOP OF A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2495 ***********************************************************************
 MZ2495  DESIGNATION -  BRIDGE 340
 MZ2495  PID         -  MZ2495
 MZ2495  STATE/COUNTY-  NY/RENSSELAER
 MZ2495  USGS QUAD   -  DELMAR (1980)
 MZ2495
 MZ2495                         *CURRENT SURVEY CONTROL
 MZ2495  ___________________________________________________________________
 MZ2495* NAD 83(1996)-  42 31 34.96624(N)    073 45 32.02739(W)     ADJUSTED  
 MZ2495* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2495  ___________________________________________________________________
 MZ2495  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MZ2495  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2495
 MZ2495  HORZ ORDER  -  THIRD
 MZ2495
 MZ2495.The horizontal coordinates were established by classical geodetic methods
 MZ2495.and adjusted by the National Geodetic Survey in January 1999..
 MZ2495
 MZ2495.The orthometric height was scaled from a topographic map.
 MZ2495
 MZ2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2495
 MZ2495.The geoid height was determined by GEOID03.
 MZ2495
 MZ2495;                    North         East     Units Scale Factor Converg.
 MZ2495;SPC NY E     -   410,329.763   210,886.423   MT  0.99994560   +0 30 03.4
 MZ2495;SPC NY E     - 1,346,223.56    691,883.21   sFT  0.99994560   +0 30 03.4
 MZ2495;UTM  18      - 4,708,968.530   601,934.501   MT  0.99972784   +0 50 20.3
 MZ2495
 MZ2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2495!SPC NY E     -   1.00000450  x   0.99994560  =   0.99995010
 MZ2495!UTM  18      -   1.00000450  x   0.99972784  =   0.99973233
 MZ2495
 MZ2495|---------------------------------------------------------------------|
 MZ2495| PID    Reference Object                     Distance      Geod. Az  |
 MZ2495|                                                           dddmmss.s |
 MZ2495| MZ2496 LANSING                             246.170 METERS 00350     |
 MZ2495| MZ2497 LANSINGS DOCK                       259.671 METERS 00523     |
 MZ2495| MZ2518 BEAN DOCK                           331.309 METERS 20637     |
 MZ2495| MZ2541 SCHERMERHORN                        399.325 METERS 30448     |
 MZ2495|---------------------------------------------------------------------|
 MZ2495
 MZ2495                          SUPERSEDED SURVEY CONTROL
 MZ2495
 MZ2495  NAD 83(1996)-  42 31 34.96814(N)    073 45 32.02889(W) AD(       ) 3
 MZ2495  NAD 83(1996)-  42 31 34.96835(N)    073 45 32.02884(W) AD(       ) 3
 MZ2495  NAD 83(1992)-  42 31 34.96864(N)    073 45 32.02848(W) AD(       ) 3
 MZ2495  NAD 83(1992)-  42 31 34.96911(N)    073 45 32.02817(W) AD(       ) 3
 MZ2495  NAD 83(1986)-  42 31 34.96925(N)    073 45 32.02755(W) AD(       ) 3
 MZ2495  NAD 27      -  42 31 34.66500(N)    073 45 33.59200(W) AD(       ) 3
 MZ2495
 MZ2495.Superseded values are not recommended for survey control.
 MZ2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2495.See file dsdata.txt to determine how the superseded data were derived.
 MZ2495
 MZ2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0193508969(NAD 83)
 MZ2495
 MZ2495  HISTORY     - Date     Condition        Report By
 MZ2495  HISTORY     - 1934     MONUMENTED       CGS
 MZ2495  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2495  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2495
 MZ2495                          STATION DESCRIPTION
 MZ2495
 MZ2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2495'ON THE E SIDE OF THE HUDSON RIVER ON FIRST BRIDGE S OF
 MZ2495'CASTLETON LOWER DOCK, MARKED BY A BRONZE SPIKE SET IN CONCRETE OF
 MZ2495'SW WING WALL OF NEW YORK CITY BRIDGE 340.
 MZ2495
 MZ2495                          STATION RECOVERY (1935)
 MZ2495
 MZ2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2495'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING
 MZ2495'SUPPLEMENT--ADDITIONAL MEASUREMENTS WERE TAKEN, AS PER SKETCH,
 MZ2495'TO AID IN FUTURE RECOVERY AND TO ASSIST IN LOCATING STATION ON THE
 MZ2495'AERIAL PHOTOGRAPHS.
 MZ2495
 MZ2495                          STATION RECOVERY (1969)
 MZ2495
 MZ2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2495'STATION MARK WAS RECOVERED IN GOOD CONDITION.  LOCATED AT SOUTH END
 MZ2495'OF VILLAGE OF CASTLETON-ON-HUDSON, AT RAILROAD BRIDGE NO. 340, ON
 MZ2495'SOUTH SIDE OF THE MOUTH OF VLOCKIE KILL.
 MZ2495'
 MZ2495'THE MARK IS A BRONZE PIN, WITH CROSS IN CENTER, CEMENTED IN
 MZ2495'DRILL HOLE IN THE CONCRETE, SOUTHWEST WING-WALL OF THE BRIDGE, ON
 MZ2495'TOP OF THE FIRST STEP ABOVE THE LOWER, SLOPING SECTION OF THE
 MZ2495'WING-WALL.
 MZ2495'
 MZ2495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2495'AT CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0987 ***********************************************************************
 OE0987  DESIGNATION -  BRIDGE 586
 OE0987  PID         -  OE0987
 OE0987  STATE/COUNTY-  NY/ONONDAGA
 OE0987  USGS QUAD   -  MANLIUS (1993)
 OE0987
 OE0987                         *CURRENT SURVEY CONTROL
 OE0987  ___________________________________________________________________
 OE0987* NAD 83(1986)-  43 04 49.     (N)    075 53 11.     (W)     SCALED    
 OE0987* NAVD 88     -       126.057  (meters)     413.57   (feet)  ADJUSTED  
 OE0987  ___________________________________________________________________
 OE0987  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 OE0987  DYNAMIC HT  -         126.027 (meters)     413.47  (feet)  COMP
 OE0987  MODELED GRAV-     980,375.5   (mgal)                       NAVD 88
 OE0987
 OE0987  VERT ORDER  -  FIRST     CLASS II
 OE0987
 OE0987.The horizontal coordinates were scaled from a topographic map and have
 OE0987.an estimated accuracy of +/- 6 seconds.
 OE0987
 OE0987.The orthometric height was determined by differential leveling
 OE0987.and adjusted by the National Geodetic Survey in June 1991..
 OE0987
 OE0987.The geoid height was determined by GEOID03.
 OE0987
 OE0987.The dynamic height is computed by dividing the NAVD 88
 OE0987.geopotential number by the normal gravity value computed on the
 OE0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0987.degrees latitude (g = 980.6199 gals.).
 OE0987
 OE0987.The modeled gravity was interpolated from observed gravity values.
 OE0987
 OE0987;                    North         East    Units  Estimated Accuracy
 OE0987;SPC NY C     -   342,320.      306,750.      MT  (+/- 180 meters Scaled)
 OE0987
 OE0987                          SUPERSEDED SURVEY CONTROL
 OE0987
 OE0987  NGVD 29 (??/??/92)  126.242  (m)          414.18   (f) ADJ UNCH    1 2
 OE0987
 OE0987.Superseded values are not recommended for survey control.
 OE0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0987.See file dsdata.txt to determine how the superseded data were derived.
 OE0987
 OE0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN278701(NAD 83)
 OE0987_MARKER: O = CHISELED CIRCLE
 OE0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0987_SP_SET: BRIDGE ABUTMENT
 OE0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0987
 OE0987  HISTORY     - Date     Condition        Report By
 OE0987  HISTORY     - UNK      MONUMENTED       NYCRR
 OE0987  HISTORY     - 1942     GOOD             NGS
 OE0987
 OE0987                          STATION DESCRIPTION
 OE0987
 OE0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0987'0.6 MI W FROM NORTH CHITTENANGO.
 OE0987'ALONG THE NEW YORK CENTRAL RAILROAD, ON THE SOUTHEAST CORNER OF STONE
 OE0987'BLOCK IN THE WEST CONCRETE AND STONE ABUTMENT OF BRIDGE NO. 586, ON
 OE0987'THE THIRD STEP DOWN FROM THE TOP OF THE ABUTMENT (MARK IS ON THE
 OE0987'SECOND STONE STEP, FIRST STEP IS CONCRETE STEP.), 8.5 FEET SOUTH OF
 OE0987'THE SOUTH RAIL OF THE EAST BOUND PASSENGER TRACK, 3.34 FEET BELOW THE
 OE0987'TOP OF THE RAIL, A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1033 ***********************************************************************
 LX1033  DESIGNATION -  BRIDGE 88
 LX1033  PID         -  LX1033
 LX1033  STATE/COUNTY-  NY/WESTCHESTER
 LX1033  USGS QUAD   -  OSSINING (1979)
 LX1033
 LX1033                         *CURRENT SURVEY CONTROL
 LX1033  ___________________________________________________________________
 LX1033* NAD 83(1986)-  41 09 48.     (N)    073 52 11.     (W)     SCALED    
 LX1033* NAVD 88     -         1.673  (meters)       5.49   (feet)  ADJUSTED  
 LX1033  ___________________________________________________________________
 LX1033  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1033  DYNAMIC HT  -           1.672 (meters)       5.49  (feet)  COMP
 LX1033  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 LX1033
 LX1033  VERT ORDER  -  FIRST     CLASS II
 LX1033
 LX1033.The horizontal coordinates were scaled from a topographic map and have
 LX1033.an estimated accuracy of +/- 6 seconds.
 LX1033
 LX1033.The orthometric height was determined by differential leveling
 LX1033.and adjusted by the National Geodetic Survey in June 1991..
 LX1033
 LX1033.The geoid height was determined by GEOID03.
 LX1033
 LX1033.The dynamic height is computed by dividing the NAVD 88
 LX1033.geopotential number by the normal gravity value computed on the
 LX1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1033.degrees latitude (g = 980.6199 gals.).
 LX1033
 LX1033.The modeled gravity was interpolated from observed gravity values.
 LX1033
 LX1033;                    North         East    Units  Estimated Accuracy
 LX1033;SPC NY E     -   258,880.      202,890.      MT  (+/- 180 meters Scaled)
 LX1033
 LX1033                          SUPERSEDED SURVEY CONTROL
 LX1033
 LX1033  NGVD 29 (??/??/92)    1.969  (m)            6.46   (f) ADJ UNCH    1 2
 LX1033
 LX1033.Superseded values are not recommended for survey control.
 LX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1033.See file dsdata.txt to determine how the superseded data were derived.
 LX1033
 LX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL948575(NAD 83)
 LX1033_MARKER: B = BOLT
 LX1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1033_SP_SET: CULVERT
 LX1033_STAMPING: BRIDGE 88
 LX1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1033
 LX1033  HISTORY     - Date     Condition        Report By
 LX1033  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1033  HISTORY     - 1955     GOOD             NGS
 LX1033  HISTORY     - 1985     GOOD             USPSQD
 LX1033
 LX1033                          STATION DESCRIPTION
 LX1033
 LX1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1033'0.5 MI N FROM OSSINING.
 LX1033'0.5 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1033'STATION AT OSSINING, ACROSS TRACKS FROM A POINT BETWEEN POWER
 LX1033'TRANSMISSION TOWERS NO. 949 AND 950, THE TOP OF A HEXAGONAL
 LX1033'IRON BOLT SET IN THE TOP OF THE SOUTH END OF EAST HEAD WALL OF A
 LX1033'CONCRETE AND STONE CULVERT, 6.8 FEET EAST OF EAST RAIL, 0.5
 LX1033'FOOT NORTHWEST OF SOUTHEAST CORNER OF HEAD WALL AND ABOUT 2
 LX1033'FEET BELOW LEVEL OF TRACK.
 LX1033
 LX1033                          STATION RECOVERY (1985)
 LX1033
 LX1033'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3478 ***********************************************************************
 KU3478  DESIGNATION -  BRIDGE NORTH
 KU3478  PID         -  KU3478
 KU3478  STATE/COUNTY-  NY/KINGS
 KU3478  USGS QUAD   -  CONEY ISLAND (1979)
 KU3478
 KU3478                         *CURRENT SURVEY CONTROL
 KU3478  ___________________________________________________________________
 KU3478* NAD 83(1996)-  40 34 27.04588(N)    073 53 07.23211(W)     ADJUSTED  
 KU3478* NAVD 88     -                                                        
 KU3478  ___________________________________________________________________
 KU3478  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 KU3478  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KU3478
 KU3478  HORZ ORDER  -  THIRD
 KU3478
 KU3478.The horizontal coordinates were established by classical geodetic methods
 KU3478.and adjusted by the National Geodetic Survey in January 1999..
 KU3478
 KU3478
 KU3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3478
 KU3478.The geoid height was determined by GEOID03.
 KU3478
 KU3478;                    North         East     Units Scale Factor Converg.
 KU3478;SPC NY L     -    45,258.726   309,708.627   MT  1.00000643   +0 04 30.0
 KU3478;SPC NY L     -   148,486.34  1,016,102.39   sFT  1.00000643   +0 04 30.0
 KU3478;UTM  18      - 4,492,085.646   594,346.066   MT  0.99970956   +0 43 30.2
 KU3478
 KU3478                          SUPERSEDED SURVEY CONTROL
 KU3478
 KU3478  NAD 83(1986)-  40 34 27.04757(N)    073 53 07.23060(W) AD(       ) 4
 KU3478  NAD 27      -  40 34 26.66966(N)    073 53 08.74121(W) AD(       ) 3
 KU3478
 KU3478.Superseded values are not recommended for survey control.
 KU3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3478.See file dsdata.txt to determine how the superseded data were derived.
 KU3478
 KU3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9434692086(NAD 83)
 KU3478_MARKER: 14 = NAVIGATION LIGHT
 KU3478_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3478
 KU3478  HISTORY     - Date     Condition        Report By
 KU3478  HISTORY     - 1940     FIRST OBSERVED   CGS
 KU3478  HISTORY     - 1962     GOOD             CGS
 KU3478  HISTORY     - 1971     GOOD             NGS
 KU3478  HISTORY     - 1979     GOOD             NOS
 KU3478  HISTORY     - 1986     GOOD             NOS
 KU3478
 KU3478                          STATION DESCRIPTION
 KU3478
 KU3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3478'AN INTERSECTION STATION.  THE RED LIGHT ON THE TOP OF THE STEEL
 KU3478'STRUCTURE OF THE N END OF THE LEFT SPAN NEAR THE CENTER OF THE
 KU3478'MARINE BRIDGE NEAR ROCKAWAY POINT.
 KU3478
 KU3478                          STATION RECOVERY (1962)
 KU3478
 KU3478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3478'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KU3478'CONDITION.  THE POINT INTERSECTED WAS THE LIGHT AT THE TOP OF
 KU3478'THE NORTH SUPERSTRUCTURE OF THE MARINE PARKWAY BRIDGE.
 KU3478
 KU3478                          STATION RECOVERY (1971)
 KU3478
 KU3478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 KU3478'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KU3478'DESCRIBED.
 KU3478
 KU3478                          STATION RECOVERY (1979)
 KU3478
 KU3478'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 KU3478'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION
 KU3478'IS THE RED LIGHT ON TOP OF THE STEEL STRUCTURE OF THE
 KU3478'NORTH END OF THE LIFT SPAN NEAR THE CENTER OF THE MARINE
 KU3478'BRIDGE NEAR ROCKAWAY POINT.
 KU3478
 KU3478                          STATION RECOVERY (1986)
 KU3478
 KU3478'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU3478'THE STATION WAS RECOVERED AT THIS DATE.
 KU3478'THE STATIONS POSITION WAS VERIFIED FROM TWO GROUND STATIONS
 KU3478'AT FORT TILDEN, NEW YORK.
 KU3478'
 KU3478'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3430 ***********************************************************************
 KU3430  DESIGNATION -  BRIDGE S AZIMUTH INSTR
 KU3430  PID         -  KU3430
 KU3430  STATE/COUNTY-  NY/QUEENS
 KU3430  USGS QUAD   -  CONEY ISLAND (1979)
 KU3430
 KU3430                         *CURRENT SURVEY CONTROL
 KU3430  ___________________________________________________________________
 KU3430* NAD 83(1996)-  40 34 21.90811(N)    073 53 03.87496(W)     ADJUSTED  
 KU3430* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KU3430  ___________________________________________________________________
 KU3430  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KU3430  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KU3430
 KU3430  HORZ ORDER  -  THIRD
 KU3430
 KU3430.The horizontal coordinates were established by classical geodetic methods
 KU3430.and adjusted by the National Geodetic Survey in January 1999..
 KU3430
 KU3430.The orthometric height was scaled from a topographic map.
 KU3430
 KU3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3430
 KU3430.The geoid height was determined by GEOID03.
 KU3430
 KU3430;                    North         East     Units Scale Factor Converg.
 KU3430;SPC NY L     -    45,100.349   309,787.799   MT  1.00000655   +0 04 32.2
 KU3430;SPC NY L     -   147,966.73  1,016,362.14   sFT  1.00000655   +0 04 32.2
 KU3430;UTM  18      - 4,491,928.224   594,427.006   MT  0.99970975   +0 43 32.3
 KU3430
 KU3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3430!SPC NY L     -   1.00000401  x   1.00000655  =   1.00001056
 KU3430!UTM  18      -   1.00000401  x   0.99970975  =   0.99971375
 KU3430
 KU3430:                Primary Azimuth Mark                     Grid Az
 KU3430:SPC NY L     -  DUNE 1940                                221 33 50.3
 KU3430:UTM  18      -  DUNE 1940                                220 54 50.2
 KU3430
 KU3430|---------------------------------------------------------------------|
 KU3430| PID    Reference Object                     Distance      Geod. Az  |
 KU3430|                                                           dddmmss.s |
 KU3430| KU3482 DUNE 1940                           APPROX. 1.8 KM 2213822.5 |
 KU3430| KU3474 BRIDGE SOUTH                          7.646 METERS 29154     |
 KU3430|---------------------------------------------------------------------|
 KU3430
 KU3430                          SUPERSEDED SURVEY CONTROL
 KU3430
 KU3430  NAD 83(1986)-  40 34 21.90971(N)    073 53 03.87344(W) AD(       ) 3
 KU3430  NAD 27      -  40 34 21.53192(N)    073 53 05.38374(W) AD(       ) 3
 KU3430
 KU3430.Superseded values are not recommended for survey control.
 KU3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3430.See file dsdata.txt to determine how the superseded data were derived.
 KU3430
 KU3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9442791928(NAD 83)
 KU3430_MARKER: X = CHISELED CROSS
 KU3430_SETTING: 0 = UNSPECIFIED SETTING
 KU3430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3430
 KU3430  HISTORY     - Date     Condition        Report By
 KU3430  HISTORY     - 1940     MONUMENTED       CGS
 KU3430
 KU3430                          STATION DESCRIPTION
 KU3430
 KU3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3430'A POINT MARKED ON THE FLOOR OF THE SOUTH TOWER OF THE MARINE
 KU3430'BRIDGE AT ROCKAWAY POINT.  THE POINT IS A SMALL DRILL HOLE IN THE
 KU3430'CENTER OF A CROSS CHISELED IN THE CONCRETE FLOOR OF THE
 KU3430'ROOM IN THE TOP OF THE TOWER.  IT IS UNDER THE TOP OF THE MIDDLE
 KU3430'PANE OF THE MOST EASTERLY OF THE THREE WINDOWS ON THE SOUTH SIDE
 KU3430'OF THE TOWER.  THE DRILL HOLE 0.670 METERS FROM THE CRACK
 KU3430'(EXPANSION JOINT) ALONG THE SOUTH EDGE OF THE FLOOR AND 2.458
 KU3430'METERS WEST OF THE CRACK ALONG THE EAST EDGE OF THE FLOOR.
 KU3430'
 KU3430'THE STATION WAS CONNECTED BY TRAVERSE TO BRIDGE SOUTH WHICH IS
 KU3430'THE LIGHT ON THE CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0294 ***********************************************************************
 NC0294  DESIGNATION -  BRIDGE SG USLS
 NC0294  PID         -  NC0294
 NC0294  STATE/COUNTY-  NY/ERIE
 NC0294  USGS QUAD   -  BUFFALO NW (1965)
 NC0294
 NC0294                         *CURRENT SURVEY CONTROL
 NC0294  ___________________________________________________________________
 NC0294* NAD 83(1986)-  42 59 43.     (N)    078 55 48.     (W)     SCALED    
 NC0294* NAVD 88     -       175.091  (meters)     574.44   (feet)  ADJUSTED  
 NC0294  ___________________________________________________________________
 NC0294  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 NC0294  DYNAMIC HT  -         175.047 (meters)     574.30  (feet)  COMP
 NC0294  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 NC0294
 NC0294  VERT ORDER  -  FIRST     CLASS 0
 NC0294
 NC0294.The horizontal coordinates were scaled from a topographic map and have
 NC0294.an estimated accuracy of +/- 6 seconds.
 NC0294
 NC0294.The orthometric height was determined by differential leveling
 NC0294.and adjusted by the National Geodetic Survey in June 1991..
 NC0294
 NC0294.The geoid height was determined by GEOID03.
 NC0294
 NC0294.The dynamic height is computed by dividing the NAVD 88
 NC0294.geopotential number by the normal gravity value computed on the
 NC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0294.degrees latitude (g = 980.6199 gals.).
 NC0294
 NC0294.The modeled gravity was interpolated from observed gravity values.
 NC0294
 NC0294;                    North         East    Units  Estimated Accuracy
 NC0294;SPC NY W     -   332,700.      321,730.      MT  (+/- 180 meters Scaled)
 NC0294
 NC0294                          SUPERSEDED SURVEY CONTROL
 NC0294
 NC0294  NGVD 29 (??/??/92)  175.264  (m)          575.01   (f) ADJ UNCH    1 0
 NC0294
 NC0294.Superseded values are not recommended for survey control.
 NC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0294.See file dsdata.txt to determine how the superseded data were derived.
 NC0294
 NC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH687623(NAD 83)
 NC0294_MARKER: B = BOLT
 NC0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0294_SP_SET: WALL
 NC0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0294
 NC0294  HISTORY     - Date     Condition        Report By
 NC0294  HISTORY     - UNK      MONUMENTED       USLS
 NC0294  HISTORY     - 1970     GOOD             USLS
 NC0294  HISTORY     - 1977     GOOD             NGS
 NC0294
 NC0294                          STATION DESCRIPTION
 NC0294
 NC0294'DESCRIBED BY US LAKE SURVEY 1970
 NC0294'3.4 MI SW FROM TONAWANDA.
 NC0294'IS IN TONAWANDA TOWNSHIP, ERIE COUNTY, N.Y., ABOUT 1-3/4 MILES
 NC0294'SOUTHWEST OF TWO MILE CREEK, AT THE SOUTHERLY END AND UNDER
 NC0294'SOUTHEASTERLY BOUND LANE OF THE GRAND ISLAND BRIDGE, 44.0 FT. NW OF
 NC0294'WESTERLY CORNER OF BRIDGE ABUTMENT, 18.6 FT. SE OF S CORNER OF MOST
 NC0294'SOUTHERLY BRIDGE PIER, 16.4 FT. NE OF A TRIANGULAR BLAZE IN A 6-INCH
 NC0294'BLACK WALNUT, FLUSH WITH THE GROUND SURFACE, BEING THE HIGHEST POINT
 NC0294'ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF THE NW
 NC0294'SIDE WALL OF A CONCRETE DRAINAGE DITCH.
 NC0294
 NC0294                          STATION RECOVERY (1977)
 NC0294
 NC0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0294'FROM THE JUNCTION OF STATE HIGHWAYS 266, 356 AND 265 IN TONAWANDA
 NC0294'GO SOUTH 3.3 MILES ALONG STATE HIGHWAY 266 TO THE MARK UNDER
 NC0294'INTERSTATE HIGHWAY 190 BRIDGE LEADING TO GRAND ISLAND, 414.8 FEET
 NC0294'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF STATE
 NC0294'BLACK WALNUT TREE, 18.9 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 NC0294'MOST SOUTHERLY BRIDGE PIER, THE HIGHEST POINT BEING THE TOP OF A
 NC0294'1/2 INCH STEEL BOLT SET IN THE TOP OF THE NORTHWEST SIDE WALL OF A
 NC0294'CONCRETE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3474 ***********************************************************************
 KU3474  DESIGNATION -  BRIDGE SOUTH
 KU3474  PID         -  KU3474
 KU3474  STATE/COUNTY-  NY/QUEENS
 KU3474  USGS QUAD   -  CONEY ISLAND (1979)
 KU3474
 KU3474                         *CURRENT SURVEY CONTROL
 KU3474  ___________________________________________________________________
 KU3474* NAD 83(1996)-  40 34 22.00057(N)    073 53 04.17657(W)     ADJUSTED  
 KU3474* NAVD 88     -                                                        
 KU3474  ___________________________________________________________________
 KU3474  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KU3474  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KU3474
 KU3474  HORZ ORDER  -  THIRD
 KU3474
 KU3474.The horizontal coordinates were established by classical geodetic methods
 KU3474.and adjusted by the National Geodetic Survey in January 1999..
 KU3474
 KU3474
 KU3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3474
 KU3474.The geoid height was determined by GEOID03.
 KU3474
 KU3474;                    North         East     Units Scale Factor Converg.
 KU3474;SPC NY L     -    45,103.192   309,780.701   MT  1.00000655   +0 04 32.0
 KU3474;SPC NY L     -   147,976.06  1,016,338.85   sFT  1.00000655   +0 04 32.0
 KU3474;UTM  18      - 4,491,930.986   594,419.878   MT  0.99970973   +0 43 32.1
 KU3474
 KU3474                          SUPERSEDED SURVEY CONTROL
 KU3474
 KU3474  NAD 83(1986)-  40 34 22.00217(N)    073 53 04.17505(W) AD(       ) 4
 KU3474  NAD 27      -  40 34 21.62438(N)    073 53 05.68534(W) AD(       ) 3
 KU3474
 KU3474.Superseded values are not recommended for survey control.
 KU3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3474.See file dsdata.txt to determine how the superseded data were derived.
 KU3474
 KU3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9442091931(NAD 83)
 KU3474_MARKER: 14 = NAVIGATION LIGHT
 KU3474_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3474
 KU3474  HISTORY     - Date     Condition        Report By
 KU3474  HISTORY     - 1940     FIRST OBSERVED   CGS
 KU3474  HISTORY     - 1971     GOOD             NGS
 KU3474  HISTORY     - 1979     GOOD             NOS
 KU3474  HISTORY     - 1986     GOOD             NOS
 KU3474
 KU3474                          STATION DESCRIPTION
 KU3474
 KU3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3474'AN INTERSECTION STATION.  THE RED LIGHT ON TOP OF THE TALL STEEL
 KU3474'STRUCTURE AT THE SOUTH END OF THE LIFT SPAN ON THE MARINE BRIDGE
 KU3474'AT ROCKAWAY POINT.  THIS IS A STRONG STATION.  SIXTEEN POSITIONS
 KU3474'WERE OBSERVED UPON IT FROM ALL SURROUNDING STATIONS.  THE LIGHT
 KU3474'CAN BE OCCUPIED IF IT IS ESSENTIAL.
 KU3474
 KU3474                          STATION RECOVERY (1971)
 KU3474
 KU3474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 KU3474'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KU3474'DESCRIBED.
 KU3474
 KU3474                          STATION RECOVERY (1979)
 KU3474
 KU3474'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 KU3474'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION
 KU3474'IS THE RED LIGHT ON TOP OF THE TALL STEEL STRUCTURE AT
 KU3474'THE SOUTH END OF THE LIFT SPAN ON THE MARINE BRIDGE AT
 KU3474'ROCKAWAY POINT.
 KU3474'
 KU3474'DESCRIBED BY RHW.
 KU3474
 KU3474                          STATION RECOVERY (1986)
 KU3474
 KU3474'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU3474'THE STATION WAS RECOVERED AT THIS DATE.
 KU3474'THE STATIONS POSITION WAS VERIFIED FROM TWO GROUND STATIONS
 KU3474'ON FORT TILDEN, NEW YORK.
 KU3474'
 KU3474'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4207 ***********************************************************************
 KU4207  DESIGNATION -  BRIDGEHAMPTON FLAGSTAFF 1965
 KU4207  PID         -  KU4207
 KU4207  STATE/COUNTY-  NY/SUFFOLK
 KU4207  USGS QUAD   -  SAG HARBOR (1956)
 KU4207
 KU4207                         *CURRENT SURVEY CONTROL
 KU4207  ___________________________________________________________________
 KU4207* NAD 83(1996)-  40 56 14.61050(N)    072 18 03.78382(W)     ADJUSTED  
 KU4207* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU4207  ___________________________________________________________________
 KU4207  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KU4207  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU4207
 KU4207  HORZ ORDER  -  THIRD
 KU4207
 KU4207.The horizontal coordinates were established by classical geodetic methods
 KU4207.and adjusted by the National Geodetic Survey in January 1999..
 KU4207
 KU4207.The orthometric height was scaled from a topographic map.
 KU4207
 KU4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4207
 KU4207.The geoid height was determined by GEOID03.
 KU4207
 KU4207;                    North         East     Units Scale Factor Converg.
 KU4207;SPC NY L     -    86,974.167   443,067.023   MT  0.99999606   +1 06 40.5
 KU4207;SPC NY L     -   285,347.75  1,453,629.06   sFT  0.99999606   +1 06 40.5
 KU4207;UTM  18      - 4,535,314.868   727,212.423   MT  1.00023545   +1 46 09.1
 KU4207
 KU4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4207!SPC NY L     -   1.00000309  x   0.99999606  =   0.99999915
 KU4207!UTM  18      -   1.00000309  x   1.00023545  =   1.00023854
 KU4207
 KU4207                          SUPERSEDED SURVEY CONTROL
 KU4207
 KU4207  NAD 83(1996)-  40 56 14.61063(N)    072 18 03.78420(W) AD(       ) 4
 KU4207  NAD 83(1992)-  40 56 14.60930(N)    072 18 03.78372(W) AD(       ) 4
 KU4207  NAD 83(1986)-  40 56 14.61239(N)    072 18 03.79003(W) AD(       ) 4
 KU4207  NAD 27      -  40 56 14.25554(N)    072 18 05.49043(W) AD(       ) 3
 KU4207
 KU4207.Superseded values are not recommended for survey control.
 KU4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4207.See file dsdata.txt to determine how the superseded data were derived.
 KU4207
 KU4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2721235315(NAD 83)
 KU4207_MARKER: 83 = FLAGSTAFF
 KU4207
 KU4207  HISTORY     - Date     Condition        Report By
 KU4207  HISTORY     - 1965     FIRST OBSERVED   CGS
 KU4207  HISTORY     - 1989     GOOD             USPSQD
 KU4207  HISTORY     - 20020501 GOOD             USPSQD
 KU4207
 KU4207                          STATION DESCRIPTION
 KU4207
 KU4207'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4207'A TRAVERSE CONNECTION WAS MADE TO THE FLAGSTAFF FROM STATION
 KU4207'BRIDGE 1965.  IT IS 10.83 FEET AND 3.300 METERS NORTH OF THE
 KU4207'STATION.
 KU4207'
 KU4207'THIS STATION IS LOCATED IN THE CENTER OF BRIDGEHAMPTON IN AN
 KU4207'ELEVATED TRAFFIC ISLAND NEAR A LARGE HISTORICAL MONUMENT.  THE
 KU4207'POLE IS ABOUT 90 FEET HIGH AND PAINTED WHITE.
 KU4207'
 KU4207'THE POINT INTERSECTED IS THE GOLD BALL ON THE TOP.
 KU4207
 KU4207                          STATION RECOVERY (1989)
 KU4207
 KU4207'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU4207'RECOVERED IN GOOD CONDITION.
 KU4207
 KU4207                          STATION RECOVERY (2002)
 KU4207
 KU4207'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU4207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4189 ***********************************************************************
 KU4189  DESIGNATION -  BRIDGEHAMPTON HS BELFRY
 KU4189  PID         -  KU4189
 KU4189  STATE/COUNTY-  NY/SUFFOLK
 KU4189  USGS QUAD   -  SAG HARBOR (1956)
 KU4189
 KU4189                         *CURRENT SURVEY CONTROL
 KU4189  ___________________________________________________________________
 KU4189* NAD 83(1996)-  40 56 18.44261(N)    072 17 41.56638(W)     ADJUSTED  
 KU4189* NAVD 88     -                                                        
 KU4189  ___________________________________________________________________
 KU4189  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KU4189  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4189
 KU4189  HORZ ORDER  -  THIRD
 KU4189
 KU4189.The horizontal coordinates were established by classical geodetic methods
 KU4189.and adjusted by the National Geodetic Survey in January 1999..
 KU4189
 KU4189
 KU4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4189
 KU4189.The geoid height was determined by GEOID03.
 KU4189
 KU4189;                    North         East     Units Scale Factor Converg.
 KU4189;SPC NY L     -    87,102.455   443,584.354   MT  0.99999609   +1 06 55.0
 KU4189;SPC NY L     -   285,768.64  1,455,326.33   sFT  0.99999609   +1 06 55.0
 KU4189;UTM  18      - 4,535,449.121   727,728.371   MT  1.00023834   +1 46 23.8
 KU4189
 KU4189                          SUPERSEDED SURVEY CONTROL
 KU4189
 KU4189  NAD 83(1996)-  40 56 18.44275(N)    072 17 41.56675(W) AD(       ) 4
 KU4189  NAD 83(1992)-  40 56 18.44140(N)    072 17 41.56627(W) AD(       ) 4
 KU4189  NAD 83(1986)-  40 56 18.44430(N)    072 17 41.57252(W) AD(       ) 4
 KU4189  NAD 27      -  40 56 18.08264(N)    072 17 43.26881(W) AD(       ) 3
 KU4189
 KU4189.Superseded values are not recommended for survey control.
 KU4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4189.See file dsdata.txt to determine how the superseded data were derived.
 KU4189
 KU4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2772835449(NAD 83)
 KU4189_MARKER: 75 = BELFRY
 KU4189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4189+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 KU4189
 KU4189  HISTORY     - Date     Condition        Report By
 KU4189  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU4189  HISTORY     - 1958     GOOD             CGS
 KU4189  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU4189  HISTORY     - 1965     GOOD             CGS
 KU4189  HISTORY     - 1989     GOOD             USPSQD
 KU4189  HISTORY     - 20020825 GOOD             USPSQD
 KU4189
 KU4189                          STATION DESCRIPTION
 KU4189
 KU4189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KU4189'NO PREVIOUS DESCRIPTION.  INTERSECTION STATION RECOVERED WAS
 KU4189'THE BELFRY ON THE BRIDGEHAMPTON GRADE AND HIGH SCHOOL.  BELFRY
 KU4189'IS HEXAGONAL IN SHAPE AND PAINTED WHITE WITH A TARMISHED METAL
 KU4189'ROOF.
 KU4189
 KU4189                          STATION RECOVERY (1962)
 KU4189
 KU4189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4189'(NO ORIGINAL DESCRIPTION) PROBABLY RECOVERED.  THE BRIDGEHAMPTON
 KU4189'GRADE 8 AND HIGH SCHOOL BUILDING IS ON MONTAUK HIGHWAY 0.3 MILE
 KU4189'EAST OF THE CENTER OF TOWN.  A LARGE BRICK TWO-STORY BUILDING
 KU4189'WITH A TALL LOUVERED CUPOLA RISING FROM THE CENTER OF THE ROOF,
 KU4189'CAPPED BY AN OCTAGONAL DOME WITH WIND VANE ATOP.
 KU4189
 KU4189                          STATION RECOVERY (1965)
 KU4189
 KU4189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4189'THIS STATION WAS ESTABLISHED IN 1933 BUT WAS NOT DESCRIBED.  IT
 KU4189'IS PRESENTLY THE BRIDGEHAMPTON, GRADE 8 HIGH SCHOOL BELFRY.  A
 KU4189'COMPLETE DESCRIPTION FOLLOWS--
 KU4189'
 KU4189'THE POINT INTERSECTED WAS THE TOP CENTER OF THE GREEN TOPPED
 KU4189'BELFRY WHICH HAS AN OVERALL HEIGHT OF 70 FEET.
 KU4189'
 KU4189'THE STATION IS LOCATED IN THE EAST EDGE OF BRIDGEHAMPTON,
 KU4189'0.25 MILE NORTHEAST OF THE TRAFFIC LIGHT ALONG STATE HIGHWAY 27
 KU4189'(MONTAUK HIGHWAY) AND ON THE SOUTHEAST SIDE OF THE HIGHWAY.
 KU4189
 KU4189                          STATION RECOVERY (1989)
 KU4189
 KU4189'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU4189'RECOVERED IN GOOD CONDITION.
 KU4189
 KU4189                          STATION RECOVERY (2002)
 KU4189
 KU4189'RECOVERY NOTE BY US POWER SQUADRON 2002 (KSK)
 KU4189'BELFRY HAS A WEATHER VANE ON TOP.  SCHOOL WAS BUILT IN 1930, CLASSES
 KU4189'FROM K TO 12.  TWO STORY LARGE RED BRICK BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4186 ***********************************************************************
 KU4186  DESIGNATION -  BRIDGEHAMPTON PRESB CH SPIRE
 KU4186  PID         -  KU4186
 KU4186  STATE/COUNTY-  NY/SUFFOLK
 KU4186  USGS QUAD   -  SAG HARBOR (1956)
 KU4186
 KU4186                         *CURRENT SURVEY CONTROL
 KU4186  ___________________________________________________________________
 KU4186* NAD 83(1996)-  40 56 09.46035(N)    072 18 11.63952(W)     ADJUSTED  
 KU4186* NAVD 88     -                                                        
 KU4186  ___________________________________________________________________
 KU4186  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KU4186  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU4186
 KU4186  HORZ ORDER  -  THIRD
 KU4186
 KU4186.The horizontal coordinates were established by classical geodetic methods
 KU4186.and adjusted by the National Geodetic Survey in January 1999..
 KU4186
 KU4186
 KU4186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4186
 KU4186.The geoid height was determined by GEOID03.
 KU4186
 KU4186;                    North         East     Units Scale Factor Converg.
 KU4186;SPC NY L     -    86,811.764   442,886.367   MT  0.99999602   +1 06 35.4
 KU4186;SPC NY L     -   284,814.93  1,453,036.36   sFT  0.99999602   +1 06 35.4
 KU4186;UTM  18      - 4,535,150.362   727,033.601   MT  1.00023445   +1 46 03.8
 KU4186
 KU4186                          SUPERSEDED SURVEY CONTROL
 KU4186
 KU4186  NAD 83(1996)-  40 56 09.46048(N)    072 18 11.63988(W) AD(       ) 4
 KU4186  NAD 83(1992)-  40 56 09.45915(N)    072 18 11.63942(W) AD(       ) 4
 KU4186  NAD 83(1986)-  40 56 09.46217(N)    072 18 11.64565(W) AD(       ) 4
 KU4186  NAD 27      -  40 56 09.10399(N)    072 18 13.34425(W) AD(       ) 3
 KU4186
 KU4186.Superseded values are not recommended for survey control.
 KU4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4186.See file dsdata.txt to determine how the superseded data were derived.
 KU4186
 KU4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2703435150(NAD 83)
 KU4186_MARKER: 90 = CHURCH SPIRE
 KU4186
 KU4186  HISTORY     - Date     Condition        Report By
 KU4186  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU4186  HISTORY     - 1958     GOOD             CGS
 KU4186  HISTORY     - 1962     GOOD             CGS
 KU4186  HISTORY     - 1965     GOOD             CGS
 KU4186  HISTORY     - 1989     GOOD             USPSQD
 KU4186
 KU4186                          STATION DESCRIPTION
 KU4186
 KU4186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KU4186'NO PREVIOUS DESCRIPTION.  INTERSECTION STATION RECOVERED WAS
 KU4186'THE TALL STEEPLE ON THE PRESBYTERIAN CHURCH IN BRIDGEHAMPTON.  MAIN
 KU4186'BUILDING HAS A STEEPLE ATOP A COMBINATION BELL AND CLOCK TOWER
 KU4186'WITH A CLOCK IN EACH ONE OF THE FOUR SIDES.  ENTIRE STRUCTURE
 KU4186'IS OF WOOD AND PAINTED WHITE.
 KU4186
 KU4186                          STATION RECOVERY (1962)
 KU4186
 KU4186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4186'(NO ORIGINAL DESCRIPTION) PROBABLY RECOVERED.  THE CHURCH IS LOCATED
 KU4186'ON MONTAUK HIGHWAY BETWEEN OCEAN ROAD AND SCHOOL LANE.  IT IS A
 KU4186'WHITE CLAPBOARD BUILDING WITH A SQUARE TOWER RISING FROM THE CENTER
 KU4186'FRONT SUPPORTING A SMALLER SQUARE TOWER WITH LOUVERED WINDOWS,
 KU4186'WHICH SUPPORTS A SMALLER SQUARE TOWER WITH 4 CLOCK FACES
 KU4186'SURMOUNTED BY A SMALLER SQUARE TOWER WITH AN OCTAGONAL SPIRE ABOVE
 KU4186'CAPPED BY A GILDED BALL WITH WIND VANE AND CARDINAL POINTS.
 KU4186'POINTED SPINDLES ADORN THE FOUR CORNERS OF THE TOP 3 TIERS OF
 KU4186'THE TOWER.
 KU4186
 KU4186                          STATION RECOVERY (1965)
 KU4186
 KU4186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4186'THIS STATION WAS ESTABLISHED IN 1933 BUT NOT DESCRIBED.  THE
 KU4186'FOLLOWING IS A DESCRIPTION.
 KU4186'
 KU4186'THE POINT INTERSECTED WAS THE GOLD BALL ATOP THE WHITE SPIRE
 KU4186'OF THE CHURCH, ABOUT 85 FEET HIGH.
 KU4186'
 KU4186'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BRIDGEHAMPTON,
 KU4186'PROCEED SOUTH-WEST ON THE MONTAUK HIGHWAY (STATE HIGHWAY 27) FOR
 KU4186'0.15 MILE TO THE STATION ON THE LEFT.
 KU4186
 KU4186                          STATION RECOVERY (1989)
 KU4186
 KU4186'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU4186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1978 ***********************************************************************
 OE1978  DESIGNATION -  BRIDGEPORT
 OE1978  PID         -  OE1978
 OE1978  STATE/COUNTY-  NY/MADISON
 OE1978  USGS QUAD   -  CLEVELAND (1993)
 OE1978
 OE1978                         *CURRENT SURVEY CONTROL
 OE1978  ___________________________________________________________________
 OE1978* NAD 83(1996)-  43 09 23.10609(N)    075 58 09.99172(W)     ADJUSTED  
 OE1978* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 OE1978  ___________________________________________________________________
 OE1978  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 OE1978  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OE1978
 OE1978  HORZ ORDER  -  FIRST
 OE1978
 OE1978.The horizontal coordinates were established by classical geodetic methods
 OE1978.and adjusted by the National Geodetic Survey in January 1999..
 OE1978
 OE1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1978
 OE1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1978
 OE1978.The geoid height was determined by GEOID03.
 OE1978
 OE1978;                    North         East     Units Scale Factor Converg.
 OE1978;SPC NY C     -   350,729.076   299,927.060   MT  0.99996815   +0 25 11.7
 OE1978;SPC NY C     - 1,150,683.64    984,010.70   sFT  0.99996815   +0 25 11.7
 OE1978;UTM  18      - 4,778,641.130   421,182.855   MT  0.99967642   -0 39 47.3
 OE1978
 OE1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1978!SPC NY C     -   0.99998663  x   0.99996815  =   0.99995478
 OE1978!UTM  18      -   0.99998663  x   0.99967642  =   0.99966305
 OE1978
 OE1978:                Primary Azimuth Mark                     Grid Az
 OE1978:SPC NY C     -  CAMDEN RAD STA AF2X KM W MAST            036 43 05.3
 OE1978:UTM  18      -  CAMDEN RAD STA AF2X KM W MAST            037 48 04.3
 OE1978
 OE1978|---------------------------------------------------------------------|
 OE1978| PID    Reference Object                     Distance      Geod. Az  |
 OE1978|                                                           dddmmss.s |
 OE1978| OE1984 CAMDEN RAD STA AF2X KM W MAST       APPROX.20.5 KM 0370817.0 |
 OE1978| CZ7535 BRIDGEPORT RM 1                      38.664 METERS 04032     |
 OE1978| CZ7536 BRIDGEPORT RM 2                      39.735 METERS 08916     |
 OE1978| NB1736 SYRACUSE TV STATION WHEN MAST       APPROX.25.1 KM 2070329.2 |
 OE1978| NB1735 SYRACUSE TV STATION WSYR MAST       APPROX.26.3 KM 2072421.1 |
 OE1978| OF1356 SYRACUSE RAD WFBL TALLER MAST       APPROX.12.0 KM 2330729.2 |
 OE1978| OF1377 NORTH SYRACUSE WATER TANK           APPROX.12.8 KM 2630726.6 |
 OE1978| OF1347 CICERO CENTER MUNICIPAL TANK        APPROX. 5.1 KM 3100204.1 |
 OE1978| CZ7534 BRIDGEPORT AZ MK RESET                             3510545.2 |
 OE1978| CZ7533 BRIDGEPORT AZ MK                                   3510541.2 |
 OE1978|---------------------------------------------------------------------|
 OE1978
 OE1978                          SUPERSEDED SURVEY CONTROL
 OE1978
 OE1978  NAD 83(1986)-  43 09 23.11192(N)    075 58 09.98952(W) AD(       ) 1
 OE1978  NAD 27      -  43 09 22.87000(N)    075 58 11.28700(W) AD(       ) 1
 OE1978  NGVD 29 (07/19/86)  118.9    (m)          390.     (f) VERT ANG       
 OE1978
 OE1978.Superseded values are not recommended for survey control.
 OE1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1978.See file dsdata.txt to determine how the superseded data were derived.
 OE1978
 OE1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2118378641(NAD 83)
 OE1978_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1978
 OE1978  HISTORY     - Date     Condition        Report By
 OE1978  HISTORY     - 1942     MONUMENTED       CGS
 OE1978  HISTORY     - 1956     SEE DESCRIPTION  CGS
 OE1978  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OE1978  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OE1978  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OE1978  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1978  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OE1978  HISTORY     - 20040925 POOR             USPSQD
 OE1978
 OE1978                          STATION DESCRIPTION
 OE1978
 OE1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1978'STATION IS ABOUT 12 MILES NE OF SYRACUSE AND ABOUT 3/4 MILE S
 OE1978'OF ONEIDA LAKE IN THE TOWN OF BRIDGEPORT.  MARK IS 22.5 FEET E
 OE1978'OF A TRIANGULAR-BLAZED POPLAR TREE, 9 PACES NE OF A 16-INCH
 OE1978'POPLAR TREE, 11 PACES NE OF POWER POLE S Y R 102/91842, 151
 OE1978'FEET S OF THE SW CORNER OF THE HOUSE OWNED BY MRS. HENRY J. FOX
 OE1978'WHO OWNS THE LAND ON WHICH THE STATION IS LOCATED.  MARK IS
 OE1978'STAMPED BRIDGEPORT 1942 AND IS FLUSH WITH THE GROUND.
 OE1978'
 OE1978'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1978'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1978'
 OE1978'REFERENCE MARK NO.1 IS 1 FOOT W OF THE FENCE LINE, 5 FEET S OF
 OE1978'A 30-INCH POPLAR TREE, AND 8 PACES S OF THE SW CORNER OF A
 OE1978'SMALL BARN.  MARK IS STAMPED BRIDGEPORT NO.1 1942 AND PROJECTS
 OE1978'ABOUT 2 INCHES.
 OE1978'
 OE1978'REFERENCE MARK NO.2 IS 2 FEET W OF A FENCE, 3 FEET S OF A
 OE1978'12-INCH POPLAR TREE, AND 8 FEET N OF A 12-INCH POPLAR TREE.  MARK
 OE1978'IS STAMPED BRIDGEPORT NO.2 1942 AND PROJECTS ABOUT 5 INCHES.
 OE1978'
 OE1978'AZIMUTH MARK IS ABOUT 0.2 MILE N OF THE STATION ON THE E SIDE
 OE1978'OF THE ROAD.  MARK IS OPPOSITE THE HOME OF T.L. SLEETH 30 PACES
 OE1978'N OF POWER POLE S Y R 210 110 486, 4 PACES S OF AN 8-FOOT
 OE1978'POPLAR TREE, AND 7 PACES E OF THE CENTER LINE OF THE ROAD.  MARK
 OE1978'IS STAMPED BRIDGEPORT 1942 AND PROJECTS ABOUT 6 INCHES.
 OE1978'
 OE1978'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 31
 OE1978'AND 298 IN BRIDGEPORT GO E ON ROUTE 31 FOR ABOUT 0.2 MILE TO A
 OE1978'SIDE ROAD LEFT, TURN LEFT AND GO N ON PAVED ROAD FOR 0.05 MILE
 OE1978'TO STATION ON THE RIGHT OPPOSITE THE METHODIST CHURCH.
 OE1978'
 OE1978'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 OE1978
 OE1978                          STATION RECOVERY (1956)
 OE1978
 OE1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 OE1978'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OE1978'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OE1978'
 OE1978'THE STATION IS LOCATED IN THE VILLAGE OF BRIDGEPORT AND JUST
 OE1978'NORTH OF THE BRIDGEPORT GRANGE HALL, 44 FEET EAST OF THE CENTERLINE
 OE1978'OF THE PAVED ROAD AND 39.5 FEET NORTH OF THE EAST-WEST FENCELINE.
 OE1978'
 OE1978'THE STATION MARK IS A STANDARD DISK, STAMPED BRIDGEPORT 1942,
 OE1978'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 OE1978'ABOUT FLUSH WITH GROUND.
 OE1978'
 OE1978'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRIDGEPORT
 OE1978'NO 1 1942, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 OE1978'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 OE1978'AS THE STATION.  IT IS LOCATED 20 FEET SOUTH OF THE SOUTHWEST
 OE1978'CORNER OF A SMALL BARN AND 12 INCHES SOUTH OF THE CORNER POST
 OE1978'OF A WHITE BOARD FENCE.
 OE1978'
 OE1978'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRIDGEPORT
 OE1978'NO 2 1942, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 OE1978'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 OE1978'AS THE STATION.  IT IS LOCATED AT THE EASTERN EDGE OF A GROUP
 OE1978'OF SMALL TREES 12 INCHES WEST OF A NORTH-SOUTH FENCELINE AND
 OE1978'12 INCHES WEST OF TRAINGULAR BLAZED ELM TREE.
 OE1978'
 OE1978'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIDGEPORT 1942,
 OE1978'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 OE1978'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF
 OE1978'A NORTH-SOUTH PAVED ROAD AND ACROSS THE ROAD FROM THE MAIL
 OE1978'BOX OF W. OSTROWSKI, ABOUT 21 FEET EAST OF THE CENTERLINE OF
 OE1978'THE PAVED ROAD AND 4 FEET EAST OF A NORTH-SOUTH FENCELINE.  TO
 OE1978'REACH THE AZIMUTH FROM THE STATION GO NORTH ON PAVED ROAD 0.2
 OE1978'MILES TO THE AZIMUTH MARK.
 OE1978'
 OE1978'TO REACH.  FROM THE JUNCTION OF STATE ROUTES 31 AND 298 IN
 OE1978'BRIDGEPORT, GO EAST, ON STATE ROUTE 31 FOR 0.2 MILE TO A SIDE
 OE1978'ROAD LEFT.  TURN LEFT AND GO NORTH 0.05 MILE TO THE STATION.
 OE1978'
 OE1978'NOTE--THERE SEEMS TO BE A TYPOGRAPHICAL ERROR OF 10 DEGREES
 OE1978'OF R.M. NO. 2, 1942.
 OE1978
 OE1978                          STATION RECOVERY (1962)
 OE1978
 OE1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 OE1978'STATION BRIDGEPORT, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK
 OE1978'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IN WAY OF
 OE1978'A NEW HOME HAD TO BE RELOCATED.  IT WAS MOVED IN LINE AND
 OE1978'45.855 FEET CLOSER TO THE STATION.  IT IS A STANDARD DISK,
 OE1978'STAMPED BRIDGEPORT 1942 RESET 1962, SET IN A CONCRETE POST
 OE1978'PROJECTING 2 INCHES ABOVE THE GROUND.  A NEW DESCRIPTION
 OE1978'FOLLOWS--
 OE1978'
 OE1978'THE STATION IS LOCATED IN THE VILLAGE OF BRIDGEPORT AND JUST
 OE1978'NORTH OF THE BRIDGEPORT GRANGE HALL, 44 FT. E. OF THE CENTERLINE
 OE1978'OF THE PAVED ROAD, AND 39.5 FT. N. OF THE E-W FENCE LINE.  THE
 OE1978'STATION IS A STANDARD DISK, STAMPED BRIDGEPORT 1942 AND SET IN
 OE1978'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 OE1978'FLUSH WITH THE GROUND.  AT PRESENT THE MARK IS TEMPORARILY
 OE1978'COVERED WITH ABOUT 3 FT. OF FILL.
 OE1978'
 OE1978'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIDGEPORT NO. 1
 OE1978'1942 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 OE1978'PROJECTS ABOUT 3 INCHES, AND IS ABOUT THE SAME ELEVATION AS THE
 OE1978'STATION.  IT IS LOCATED 20 FT. S. OF THE SW CORNER OF A SMALL
 OE1978'BARN, AND 12 INCHES S. OF THE CORNER POST OF A WHITE BOARD FENCE.
 OE1978'
 OE1978'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRIDGEPORT NO. 2
 OE1978'1942 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 OE1978'PROJECTS ABOUT 4 INCHES, AND IS ABOUT THE SAME ELEVATION AS
 OE1978'THE STATION.  IT IS LOCATED AT THE E. EDGE OF A GROUP OF SMALL
 OE1978'TREES, 12 INCHES W. OF A N-S FENCE LINE, AND 12 INCHES W. OF A
 OE1978'TRIANGULAR-BLAZED ELM TREE.
 OE1978'
 OE1978'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIDGEPORT 1942
 OE1978'RESET 1962, AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 OE1978'2 INCHES ABOVE THE GROUND ON THE S-E CORNER OF THE PROPERTY OF
 OE1978'MR. LEE.  IT IS LOCATED ALONG THE E. SIDE OF A N-S PAVED ROAD
 OE1978'45 FT. SOUTH OF THE CENTERLINE OF THE DRIVEWAY OF THE NEW HOME,
 OE1978'40.5 FT. NORTH OF TRANSFORMER POWER POLE 2200 AND 22 FT. EAST
 OE1978'OF THE CENTERLINE OF THE ROAD.  TO REACH THE AZIMUTH FROM THE
 OE1978'STATION GO N. ON THE PAVED ROAD FOR 0.3 MI. TO THE AZIMUTH
 OE1978'MARK.
 OE1978'
 OE1978'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 31 AND
 OE1978'298 IN BRIDGEPORT, GO E. ON STATE ROUTE 31 FOR 0.2 MI. TO A
 OE1978'SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.05 MI. TO THE
 OE1978'STATION.
 OE1978
 OE1978                          STATION RECOVERY (1967)
 OE1978
 OE1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 OE1978'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.  A NEW
 OE1978'PARKING LOT FOR THE CHURCH IS BEING CONSTRUCTED AT THE SITE,
 OE1978'AND THE STATION MARK WILL BE BURIED ABOUT 2 FEET BENEATH THE
 OE1978'GRAVEL TOP.
 OE1978'
 OE1978'STATION MARK IS ABOUT 138 FEET NORTH OF THE NORTHWEST CORNER
 OE1978'OF THE METHODIST CHURCH, 112 FEET NORTHWEST OF THE NORTHWEST
 OE1978'CORNER OF BRIDGEPORT GRANGE, 44 FEET EAST OF THE CENTER OF PAVED
 OE1978'NORTH ROAD, 34.6 FEET NORTHEAST OF POLE 40A NYT 2 98142, 25.7
 OE1978'FEET NORTH OF 24-INCH DIAMETER MAPLE TREE AND 38.7 FEET
 OE1978'NORTHEAST OF THE CENTER OF A CATCH BASIN.
 OE1978'
 OE1978'RM 1 IS 137 FEET EAST OF THE CENTER OF NORTH ROAD, 28 FEET
 OE1978'SOUTH OF THE CENTER OF A PAVED DRIVEWAY, AND 21.7 FEET SOUTH OF
 OE1978'THE SOUTHWEST CORNER OF A GARAGE.
 OE1978'
 OE1978'RM 2 IS WILL BE FLUSH IN THE PARKING AREA, 174 FEET EAST OF
 OE1978'THE CENTER OF THE ROAD AND 59.6 FEET NORTH OF THE NORTHEAST
 OE1978'CORNER OF THE SMALL ELL ON THE GRANGE HALL.
 OE1978'
 OE1978'AZIMUTH IS STAMPED BRIDGEPORT 1942 RESET 1962, IN THE YARD OF
 OE1978'A DWELLING OWNED BY LEO, 22 FEET EAST OF THE CENTER OF THE ROAD,
 OE1978'61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE ATTACHED
 OE1978'TO HOUSE, 40.4 FEET NORTH OF POLE NO. LI 16 NM 109-1/2 2200 NYT
 OE1978'10 AND 43 FEET SOUTH OF THE CENTER OF GRAVELED DRIVEWAY.
 OE1978'
 OE1978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1978'0.2 MILE EAST OF BRIDGEPORT.
 OE1978
 OE1978                          STATION RECOVERY (1972)
 OE1978
 OE1978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OE1978'STATION MARK NOT RECOVERED.  R.M. 1 RECOVERED IN GOOD
 OE1978'CONDITION.  STATION MARK MAY BE UNDER GRAVEL PARKING LOT.
 OE1978
 OE1978                          STATION RECOVERY (1974)
 OE1978
 OE1978'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1978'THE REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OE1978'CONDITION.  STATION MARK IS BURIED ABOUT 2 FEET BENEATH SURFACE
 OE1978'OF PARKING LOT, SO WAS NOT DUG UP AT THIS TIME, BUT ASSUMED TO
 OE1978'BE INTACT.  AZIMUTH MARK WAS RESET IN 1962, 48.855 FT. CLOSER
 OE1978'TO STATION AND ON THE SAME LINE.  THE ANGLE WAS NOT CHECKED AT
 OE1978'THIS TIME, NOR WERE THE DISTANCES AND ANGLES TO REFERENCE MARKS.
 OE1978'
 OE1978'STATION MARK IS REPORTED TO BE A STANDARD DISK STAMPED
 OE1978'BRIDGEPORT 1942, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 OE1978'MONUMENT 2 FEET BELOW GROUND LEVEL.
 OE1978'
 OE1978'RM NO. 1 IS A STANDARD DISK STAMPED BRIDGEPORT NO 1 1942, SET IN
 OE1978'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 OE1978'
 OE1978'RM NO. 2 IS A STANDARD DISK STAMPED BRIDGEPORT NO 2 1942, SET
 OE1978'IN THE TOP OF A 12-INCH-SQUARE CONCRETW MONUMENT FLUSH WITH
 OE1978'PARKING AREA SURFACE.
 OE1978'
 OE1978'AZIMUTH MARK IS A STANDARD DISK STAMPED BRIDGEPORT 1942 RESET
 OE1978'1962, SET IN THE TOP OF A CONCRETE POST FLUSH WITH SURFACE.  IT
 OE1978'IS IN THE YARD OF A HOME, 22 FEET EAST OF CENTER LINE OF NORTH
 OE1978'ROAD, 61 FEET SOUTHWEST OF SOUTHWEST CORNER OF GARAGE ATTACHED
 OE1978'TO HOUSE, 40.4 FEET NORTH OF POWER POLE NO. LI 16 NM 109-1/2 2200
 OE1978'NYT 10, AND 43 FEET SOUTH OF CENTER LINE OF DRIVEWAY.
 OE1978'
 OE1978'TO REACH STATION FROM MAIN CROSSROAD IN VILLAGE OF BRIDGEPORT,
 OE1978'GO NORTH ON NORTH ROAD FOR 0.05 MILE TO STATION ON RIGHT, AT
 OE1978'CHURCH.  TO REACH THE AZIMUTH MARK FROM STATION, CONTINUE NORTH
 OE1978'ON NORTH RD. FOR 0.2 MILE TO THE MARK ON RIGHT.
 OE1978
 OE1978                          STATION RECOVERY (1997)
 OE1978
 OE1978'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE1978'MARK NOT FOUND.
 OE1978
 OE1978                          STATION RECOVERY (2004)
 OE1978
 OE1978'RECOVERY NOTE BY US POWER SQUADRON 2004 (EKS)
 OE1978'NOT FOUND.  THE PARKING LOT HAS BEEN PAVED, UTILITY POLES HAVE BEEN
 OE1978'MOVED AND RENUMBERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1977 ***********************************************************************
 OE1977  DESIGNATION -  BRIDGEPORT ME CHURCH BELFRY
 OE1977  PID         -  OE1977
 OE1977  STATE/COUNTY-  NY/MADISON
 OE1977  USGS QUAD   -  CLEVELAND (1993)
 OE1977
 OE1977                         *CURRENT SURVEY CONTROL
 OE1977  ___________________________________________________________________
 OE1977* NAD 83(1996)-  43 09 23.26761(N)    075 58 11.22745(W)     ADJUSTED  
 OE1977* NAVD 88     -                                                        
 OE1977  ___________________________________________________________________
 OE1977  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 OE1977  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OE1977
 OE1977  HORZ ORDER  -  THIRD
 OE1977
 OE1977.The horizontal coordinates were established by classical geodetic methods
 OE1977.and adjusted by the National Geodetic Survey in January 1999..
 OE1977
 OE1977
 OE1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1977
 OE1977.The geoid height was determined by GEOID03.
 OE1977
 OE1977;                    North         East     Units Scale Factor Converg.
 OE1977;SPC NY C     -   350,733.856   299,899.106   MT  0.99996812   +0 25 10.8
 OE1977;SPC NY C     - 1,150,699.33    983,918.98   sFT  0.99996812   +0 25 10.8
 OE1977;UTM  18      - 4,778,646.435   421,155.005   MT  0.99967647   -0 39 48.1
 OE1977
 OE1977                          SUPERSEDED SURVEY CONTROL
 OE1977
 OE1977  NAD 83(1986)-  43 09 23.27344(N)    075 58 11.22525(W) AD(       ) 4
 OE1977  NAD 27      -  43 09 23.03200(N)    075 58 12.52300(W) AD(       ) 3
 OE1977
 OE1977.Superseded values are not recommended for survey control.
 OE1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1977.See file dsdata.txt to determine how the superseded data were derived.
 OE1977
 OE1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2115578646(NAD 83)
 OE1977
 OE1977  HISTORY     - Date     Condition        Report By
 OE1977  HISTORY     - 1942     MONUMENTED       CGS
 OE1977  HISTORY     - 19970419 GOOD             USPSQD
 OE1977
 OE1977                          STATION DESCRIPTION
 OE1977
 OE1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1977'THE METHODIST CHURCH IS 0.05 MILE S OF STATE ROUTE NO. 31 ON THE
 OE1977'W SIDE OF THE STREET.  IT IS A FRAME BUILDING WITH A SQUARE BELFRY
 OE1977'AT THE FRONT OF THE BUILDING.  THE APEX OF THE BELFRY IS
 OE1977'THE STATION.  HEIGHT ABOUT 40 FEET.
 OE1977
 OE1977                          STATION RECOVERY (1997)
 OE1977
 OE1977'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE1977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2203 ***********************************************************************
 PH2203  DESIGNATION -  BRIER
 PH2203  PID         -  PH2203
 PH2203  STATE/COUNTY-  NY/ST LAWRENCE
 PH2203  USGS QUAD   -  MORRISTOWN (1982)
 PH2203
 PH2203                         *CURRENT SURVEY CONTROL
 PH2203  ___________________________________________________________________
 PH2203* NAD 83(1996)-  44 32 24.20330(N)    075 40 22.22464(W)     ADJUSTED  
 PH2203* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 PH2203  ___________________________________________________________________
 PH2203  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 PH2203  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 PH2203
 PH2203  HORZ ORDER  -  FIRST
 PH2203
 PH2203.The horizontal coordinates were established by classical geodetic methods
 PH2203.and adjusted by the National Geodetic Survey in January 1999..
 PH2203
 PH2203.The orthometric height was scaled from a topographic map.
 PH2203
 PH2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2203
 PH2203.The geoid height was determined by GEOID03.
 PH2203
 PH2203;                    North         East     Units Scale Factor Converg.
 PH2203;SPC NY E     -   634,436.187    56,797.626   MT  1.00000679   -0 49 21.7
 PH2203;SPC NY E     - 2,081,479.39    186,343.54   sFT  1.00000679   -0 49 21.7
 PH2203;UTM  18      - 4,932,078.715   446,547.334   MT  0.99963514   -0 28 19.0
 PH2203
 PH2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2203!SPC NY E     -   0.99998538  x   1.00000679  =   0.99999217
 PH2203!UTM  18      -   0.99998538  x   0.99963514  =   0.99962053
 PH2203
 PH2203|---------------------------------------------------------------------|
 PH2203| PID    Reference Object                     Distance      Geod. Az  |
 PH2203|                                                           dddmmss.s |
 PH2203| CZ7538 BRIER RM 1                           24.841 METERS 00925     |
 PH2203| PH2208 MORRISTOWN STANDPIPE IBC            APPROX. 5.7 KM 0220421.6 |
 PH2203| CZ7539 BRIER RM 2                           36.881 METERS 07527     |
 PH2203| CZ7537 BRIER AZ MK                                        2760241.4 |
 PH2203| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 5.7 KM 3490812.4 |
 PH2203|---------------------------------------------------------------------|
 PH2203
 PH2203                          SUPERSEDED SURVEY CONTROL
 PH2203
 PH2203  NAD 83(1986)-  44 32 24.21098(N)    075 40 22.22533(W) AD(       ) 1
 PH2203  NAD 27      -  44 32 23.98600(N)    075 40 23.38000(W) AD(       ) 1
 PH2203
 PH2203.Superseded values are not recommended for survey control.
 PH2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2203.See file dsdata.txt to determine how the superseded data were derived.
 PH2203
 PH2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4654732079(NAD 83)
 PH2203_MARKER: Z = SEE DESCRIPTION
 PH2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH2203
 PH2203  HISTORY     - Date     Condition        Report By
 PH2203  HISTORY     - 1939     MONUMENTED       IBC
 PH2203  HISTORY     - 1940     GOOD             IBC
 PH2203  HISTORY     - 1957     GOOD             IBC
 PH2203  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 PH2203  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH2203
 PH2203                          STATION DESCRIPTION
 PH2203
 PH2203'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939
 PH2203'ABOUT 1 MILE NE OF THE VILLAGE OF BRIER HILL, ON THE HIGHEST
 PH2203'LAND IN THE VICINITY, ABOUT 120 METERS E OF A FARM ROAD LEADING
 PH2203'N FROM N.Y. HIGHWAY NO. 37 JUST E OF BRIER HILL.  THE STATION
 PH2203'IS ON RANGE WITH THE N END OF AN OLD BARN AND THE S END OF
 PH2203'A MILK BARN.  THE FARMHOUSE ON THE PROPERTY IS DISTINGUISHED
 PH2203'BY A CUPOLA.
 PH2203'
 PH2203'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION BRONZE
 PH2203'DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A
 PH2203'CYLINDER OF CONCRETE 9 INCHES IN DIAMETER AND 2 FEET IN
 PH2203'DEPTH.  THE SUBSURFACE MARK IS A LIKE BRONZE DISK SET IN A
 PH2203'DRILL HOLE IN BEDROCK 2-1/2 FEET UNDERGROUND.
 PH2203'
 PH2203'REFERENCE MARK NO. 1 IS A 3/4-INCH DRILL HOLE AND AN ARROW
 PH2203'CUT IN AN OUTCROP OF ROCK SHOWING A SURFACE 1-1/2 BY 2-1/2 FEET
 PH2203'IN AREA, 4.9 METERS E OF THE NE CORNER OF AN OLD SHED AND
 PH2203'10.7 METERS N OF THE SE CORNER OF THE SAME SHED.
 PH2203'
 PH2203'REFERENCE MARK NO. 2 IS A LIKE MARK IN THE SE CORNER OF THE
 PH2203'OLD BARN AND 21.64 METERS S OF THE SW CORNER OF THE OLD SHED.
 PH2203
 PH2203                          STATION RECOVERY (1940)
 PH2203
 PH2203'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2203'ABOUT 1 MILE NORTHEAST OF THE VILLAGE OF BRIER HILL, ON THE HIGHEST
 PH2203'LAND IN THE VICINITY, ABOUT 400 FEET EAST OF A FARM ROAD LEADING
 PH2203'NORTH FROM NY HIGHWAY NO 37 JUST EAST OF BRIER HILL.  THE STATION IS
 PH2203'ON RANGE WITH THE NORTH END OF AN OLD BARN AND THE SOUTH END OF A
 PH2203'MILK HOUSE, AND IS ABOUT 33 FEET FROM THE NORTHEAST CORNER OF THE OLD
 PH2203'BARN.  THE FARMHOUSE ON THE PROPERTY IS DISTINGUISHED BY A CUPOLA.
 PH2203'
 PH2203'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2203'BRONZE - DISK STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A
 PH2203'CYLINDER OF CONCRETE 9 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE
 PH2203'SUBSURFACE MARK IS A LIKE BRONZE DISK SET IN A DRILL HOLE IN BEDROCK
 PH2203'2-1/2 FEET UNDERGROUND.  REFERENCE MARK 1 IS A 3/4 - INCH DRILL HOLE
 PH2203'AND AN ARROW CUT IN AN OUTCROP OF ROCK SHOWING A SURFACE 1-1/2 BY
 PH2203'2-1/2 FEET IN AREA, 16.1 FEET EAST OF THE NORTHEAST CORNER OF AN OLD
 PH2203'SHED AND 35.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE SAME SHED.
 PH2203'REFERENCE MARK 2 IS A LIKE MARK IN OUTCROP OF ROCK 3 BY 3 FEET IN
 PH2203'AREA, 73.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD BARN
 PH2203'AND 71.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD SHED.
 PH2203
 PH2203                          STATION RECOVERY (1957)
 PH2203
 PH2203'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2203'STATION RECOVERED IN GOOD CONDITION.
 PH2203
 PH2203                          STATION RECOVERY (1974)
 PH2203
 PH2203'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 PH2203'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THERE ARE SPARSE
 PH2203'TREES IN VICINITY OF STATION AND VIEW IS OPEN IN SEVERAL
 PH2203'DIRECTIONS THROUGH GAPS IN TREES.  STATION IS LOCATED IN A
 PH2203'PASTURE NEAR OLD ABANDONED FARM BUILDINGS.
 PH2203'
 PH2203'STATION MARK IS AN I.B.C. BRONZE DISK SET IN A 9 INCH DIAMETER
 PH2203'CONCRETE MONUMENT PROJECTING 1 INCH.
 PH2203'
 PH2203'R.M. NO. 1 IS A STANDARD DISK STAMPED BRIER IBC NO 1 1939 1942,
 PH2203'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 PH2203'
 PH2203'R.M. NO. 2 IS A STANDARD DISK STAMPED BRIER IBC NO 2 1939 1942,
 PH2203'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 PH2203'
 PH2203'AZIMUTH MARK IS A STANDARD DISK STAMPED BRIER IBC 1942, SET
 PH2203'IN A 10 INCH SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES.  IT
 PH2203'IS IN THE EAST ANGLE OF CROSSROAD INTERSECTION OF WORDEN
 PH2203'RD. AND OAK POINT ROAD.  29 FEET SE OF CENTER LINE OF OAK
 PH2203'POINT RD., 102 FEET NE OF CENTER LINE OF WORDEN RD., 81 FEET
 PH2203'N OF TELEPHONE POLE 48, AND IN A FENCE LINE, 5 FEET S OF A FENCE
 PH2203'CORNER.
 PH2203'
 PH2203'TO REACH STATION FROM VILLAGE OF BRIER HILL, GO NORTH ON
 PH2203'N.Y. RTE. 37 FOR 0.3 MILE.  TAKE T-ROAD LEFT AND GO WEST ON
 PH2203'WORDEN RD. FOR 0.5 MILE.  PASS THROUGH WIRE GATE ON RIGHT AND GO
 PH2203'NORTH ON OLD FARM ROAD 0.1 MILE TO STATION.  TO REACH AZIMUTH MARK
 PH2203'FROM THE WIRE GATE CONTINUE WEST ON WORDEN RD. FOR 0.7 MILE TO
 PH2203'CROSSROAD AND MARK ON RIGHT.
 PH2203
 PH2203                          STATION RECOVERY (1975)
 PH2203
 PH2203'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH2203'NOT STAMPED
 PH2203'
 PH2203'BRIER IBC NO. 1 1939 GOOD
 PH2203'
 PH2203'BRIER IBC NO. 2 1939 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2214 ***********************************************************************
 PH2214  DESIGNATION -  BRIER IBC ECC
 PH2214  PID         -  PH2214
 PH2214  STATE/COUNTY-  NY/ST LAWRENCE
 PH2214  USGS QUAD   -  MORRISTOWN (1982)
 PH2214
 PH2214                         *CURRENT SURVEY CONTROL
 PH2214  ___________________________________________________________________
 PH2214* NAD 83(1996)-  44 32 25.61035(N)    075 40 13.59909(W)     ADJUSTED  
 PH2214* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 PH2214  ___________________________________________________________________
 PH2214  LAPLACE CORR-           7.39  (seconds)                    DEFLEC99
 PH2214  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 PH2214
 PH2214  HORZ ORDER  -  THIRD
 PH2214
 PH2214.The horizontal coordinates were established by classical geodetic methods
 PH2214.and adjusted by the National Geodetic Survey in January 1999..
 PH2214.No horizontal observational check was made to the station.
 PH2214
 PH2214.The orthometric height was scaled from a topographic map.
 PH2214
 PH2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2214
 PH2214.The geoid height was determined by GEOID03.
 PH2214
 PH2214;                    North         East     Units Scale Factor Converg.
 PH2214;SPC NY E     -   634,476.883    56,988.652   MT  1.00000635   -0 49 15.7
 PH2214;SPC NY E     - 2,081,612.91    186,970.27   sFT  1.00000635   -0 49 15.7
 PH2214;UTM  18      - 4,932,120.565   446,738.035   MT  0.99963489   -0 28 13.0
 PH2214
 PH2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2214!SPC NY E     -   0.99998507  x   1.00000635  =   0.99999142
 PH2214!UTM  18      -   0.99998507  x   0.99963489  =   0.99961996
 PH2214
 PH2214|---------------------------------------------------------------------|
 PH2214| PID    Reference Object                     Distance      Geod. Az  |
 PH2214|                                                           dddmmss.s |
 PH2214| PH2203 BRIER                               195.311 METERS 25709     |
 PH2214| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 5.7 KM 3471030.5 |
 PH2214|---------------------------------------------------------------------|
 PH2214
 PH2214                          SUPERSEDED SURVEY CONTROL
 PH2214
 PH2214  NAD 83(1986)-  44 32 25.61799(N)    075 40 13.59994(W) AD(       ) 3
 PH2214  NAD 27      -  44 32 25.39315(N)    075 40 14.75477(W) AD(       ) 3
 PH2214
 PH2214.Superseded values are not recommended for survey control.
 PH2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2214.See file dsdata.txt to determine how the superseded data were derived.
 PH2214
 PH2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4673832121(NAD 83)
 PH2214_MARKER: H = DRILL HOLE
 PH2214_SETTING: 66 = SET IN ROCK OUTCROP
 PH2214_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH2214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2214+STABILITY: POSITION/ELEVATION WELL
 PH2214
 PH2214  HISTORY     - Date     Condition        Report By
 PH2214  HISTORY     - 1939     MONUMENTED       IBC
 PH2214
 PH2214                          STATION DESCRIPTION
 PH2214
 PH2214'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2214'A DRILL HOLE AND TRIANGLE IN OUTCROPPING ROCK.  DISTANCE TO STATION
 PH2214'BRIER IS 640.82 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4607 ***********************************************************************
 LX4607  DESIGNATION -  BRIG
 LX4607  PID         -  LX4607
 LX4607  STATE/COUNTY-  NY/ULSTER
 LX4607  USGS QUAD   -  KINGSTON EAST (1980)
 LX4607
 LX4607                         *CURRENT SURVEY CONTROL
 LX4607  ___________________________________________________________________
 LX4607* NAD 83(1996)-  41 57 17.76872(N)    073 57 38.68825(W)     ADJUSTED  
 LX4607* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LX4607  ___________________________________________________________________
 LX4607  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 LX4607  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX4607
 LX4607  HORZ ORDER  -  THIRD
 LX4607
 LX4607.The horizontal coordinates were established by classical geodetic methods
 LX4607.and adjusted by the National Geodetic Survey in January 1999..
 LX4607
 LX4607.The orthometric height was scaled from a topographic map.
 LX4607
 LX4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4607
 LX4607.The geoid height was determined by GEOID03.
 LX4607
 LX4607;                    North         East     Units Scale Factor Converg.
 LX4607;SPC NY E     -   346,735.780   194,704.653   MT  0.99992458   +0 21 37.9
 LX4607;SPC NY E     - 1,137,582.30    638,793.52   sFT  0.99992458   +0 21 37.9
 LX4607;UTM  18      - 4,645,295.063   586,129.693   MT  0.99969128   +0 41 41.4
 LX4607
 LX4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4607!SPC NY E     -   1.00000219  x   0.99992458  =   0.99992677
 LX4607!UTM  18      -   1.00000219  x   0.99969128  =   0.99969346
 LX4607
 LX4607:                Primary Azimuth Mark                     Grid Az
 LX4607:SPC NY E     -  YALE                                     016 09 03.8
 LX4607:UTM  18      -  YALE                                     015 49 00.3
 LX4607
 LX4607|---------------------------------------------------------------------|
 LX4607| PID    Reference Object                     Distance      Geod. Az  |
 LX4607|                                                           dddmmss.s |
 LX4607| LX4604 YALE                                APPROX. 1.3 KM 0163041.7 |
 LX4607| LX4624 LARGE WINDMILL                      APPROX. 4.1 KM 0431622.0 |
 LX4607| CB3641 BRIG RM 1                            10.450 METERS 34940     |
 LX4607|---------------------------------------------------------------------|
 LX4607
 LX4607                          SUPERSEDED SURVEY CONTROL
 LX4607
 LX4607  NAD 83(1986)-  41 57 17.76940(N)    073 57 38.68745(W) AD(       ) 3
 LX4607  NAD 27      -  41 57 17.43700(N)    073 57 40.19400(W) AD(       ) 3
 LX4607
 LX4607.Superseded values are not recommended for survey control.
 LX4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4607.See file dsdata.txt to determine how the superseded data were derived.
 LX4607
 LX4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8613045295(NAD 83)
 LX4607_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4607
 LX4607  HISTORY     - Date     Condition        Report By
 LX4607  HISTORY     - 1934     MONUMENTED       CGS
 LX4607  HISTORY     - 1961     SEE DESCRIPTION  USE
 LX4607  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX4607
 LX4607                          STATION DESCRIPTION
 LX4607
 LX4607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4607'ON W SHORE HUDSON RIVER AT E KINGSTON.  STATION IS NEAR EDGE
 LX4607'OF BLUFF, IN RUINS OF OLD BRICK KILN AND MILL FOUNDATIONS ABOUT
 LX4607'100 FEET S OF CINDER ROAD THAT LEADS TO BRIGHAM BROTHERS STORE
 LX4607'ON BLUFF.  BRIGHAM BROTHERS STORE FACES RIVER AND HAS HIGH
 LX4607'MASONRY RETAINING WALL ALONG EDGE OF BLUFF.
 LX4607'
 LX4607'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 LX4607'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 LX4607'
 LX4607'REFERENCE MARK NO.1 IS 10.450 METERS (34.28 FEET) N OF
 LX4607'STATION AND SET IN OLD CONCRETE ENGINE FOUNDATION.
 LX4607
 LX4607                          STATION RECOVERY (1961)
 LX4607
 LX4607'RECOVERY NOTE BY US ENGINEERS 1961
 LX4607'STATION DESTROYED.  R.M. NORTH OF STATION REMAINS
 LX4607'O.K.  U.S.E. REPLACED STATION WITH BRIGHAM 1960.  P.C. (EAST
 LX4607'ZONE) X - 600,906.16 Y - 711,072.93
 LX4607
 LX4607                          STATION RECOVERY (1990)
 LX4607
 LX4607'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 LX4607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0309 ***********************************************************************
 NC0309  DESIGNATION -  BRIGGS USLS
 NC0309  PID         -  NC0309
 NC0309  STATE/COUNTY-  NY/ERIE
 NC0309  USGS QUAD   -  BUFFALO NW (1965)
 NC0309
 NC0309                         *CURRENT SURVEY CONTROL
 NC0309  ___________________________________________________________________
 NC0309* NAD 83(1986)-  42 56 58.     (N)    078 54 31.     (W)     SCALED    
 NC0309* NAVD 88     -       179.057  (meters)     587.46   (feet)  ADJUSTED  
 NC0309  ___________________________________________________________________
 NC0309  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 NC0309  DYNAMIC HT  -         179.011 (meters)     587.31  (feet)  COMP
 NC0309  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 NC0309
 NC0309  VERT ORDER  -  FIRST     CLASS 0
 NC0309
 NC0309.The horizontal coordinates were scaled from a topographic map and have
 NC0309.an estimated accuracy of +/- 6 seconds.
 NC0309
 NC0309.The orthometric height was determined by differential leveling
 NC0309.and adjusted by the National Geodetic Survey in June 1991..
 NC0309.WARNING-Repeat measurements at this control monument indicate possible
 NC0309.vertical movement.
 NC0309
 NC0309.The geoid height was determined by GEOID03.
 NC0309
 NC0309.The dynamic height is computed by dividing the NAVD 88
 NC0309.geopotential number by the normal gravity value computed on the
 NC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0309.degrees latitude (g = 980.6199 gals.).
 NC0309
 NC0309.The modeled gravity was interpolated from observed gravity values.
 NC0309
 NC0309;                    North         East    Units  Estimated Accuracy
 NC0309;SPC NY W     -   327,610.      323,460.      MT  (+/- 180 meters Scaled)
 NC0309
 NC0309                          SUPERSEDED SURVEY CONTROL
 NC0309
 NC0309  NGVD 29 (??/??/92)  179.227  (m)          588.01   (f) ADJ UNCH    1 0
 NC0309
 NC0309.Superseded values are not recommended for survey control.
 NC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0309.See file dsdata.txt to determine how the superseded data were derived.
 NC0309
 NC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH706573(NAD 83)
 NC0309_MARKER: Z = SEE DESCRIPTION
 NC0309_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NC0309+WITH SETTING: INTO GROUND
 NC0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0309+STABILITY: SURFACE MOTION
 NC0309
 NC0309  HISTORY     - Date     Condition        Report By
 NC0309  HISTORY     - UNK      MONUMENTED       USLS
 NC0309  HISTORY     - 1970     GOOD             USLS
 NC0309  HISTORY     - 1977     GOOD             NGS
 NC0309
 NC0309                          STATION DESCRIPTION
 NC0309
 NC0309'DESCRIBED BY US LAKE SURVEY 1970
 NC0309'IN BUFFALO.
 NC0309'IS IN TONAWANDA TOWNSHIP, ERIE COUNTY, NEW YORK, ON THE WEST SIDE OF
 NC0309'RIVER ROAD, AT THE T-INTERSECTION OF BRIGGS STREET, 49.7 FEET NORTH OF
 NC0309'A LIGHT POLE NO. 2408, 39.3 FEET NORTH OF A UTILITY POLE, 12.7 FEET
 NC0309'WEST OF RIVER ROAD CURB, 1.2 FEET EAST OF CYCLONE FENCE POST, 1/4-FOOT
 NC0309'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 NC0309'DIAMETER COPPER-COATED STEEL ROD, 23 FEET LONG.
 NC0309
 NC0309                          STATION RECOVERY (1977)
 NC0309
 NC0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2442 ***********************************************************************
 KU2442  DESIGNATION -  BRIGHT
 KU2442  PID         -  KU2442
 KU2442  STATE/COUNTY-  NY/SUFFOLK
 KU2442  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2442
 KU2442                         *CURRENT SURVEY CONTROL
 KU2442  ___________________________________________________________________
 KU2442* NAD 83(1996)-  40 42 04.18057(N)    073 15 11.54319(W)     ADJUSTED  
 KU2442* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2442  ___________________________________________________________________
 KU2442  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 KU2442  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU2442
 KU2442  HORZ ORDER  -  SECOND
 KU2442
 KU2442.The horizontal coordinates were established by classical geodetic methods
 KU2442.and adjusted by the National Geodetic Survey in January 1999..
 KU2442
 KU2442.The orthometric height was scaled from a topographic map.
 KU2442
 KU2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2442
 KU2442.The geoid height was determined by GEOID03.
 KU2442
 KU2442;                    North         East     Units Scale Factor Converg.
 KU2442;SPC NY L     -    59,622.376   363,113.667   MT  0.99999826   +0 29 18.5
 KU2442;SPC NY L     -   195,611.08  1,191,315.42   sFT  0.99999826   +0 29 18.5
 KU2442;UTM  18      - 4,507,051.199   647,572.995   MT  0.99986806   +1 08 21.5
 KU2442
 KU2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2442!SPC NY L     -   1.00000480  x   0.99999826  =   1.00000306
 KU2442!UTM  18      -   1.00000480  x   0.99986806  =   0.99987286
 KU2442
 KU2442|---------------------------------------------------------------------|
 KU2442| PID    Reference Object                     Distance      Geod. Az  |
 KU2442|                                                           dddmmss.s |
 KU2442| CB6641 BRIGHT RM 4                         116.790 METERS 04419     |
 KU2442| KU2377 FIRE ISLAND LIGHTHOUSE 1865         APPROX. 8.2 KM 1585936.2 |
 KU2442| KU2413 WHIG EAST FLAGPOLE                  APPROX. 5.6 KM 1712127.5 |
 KU2442| KU2417 WHIG WEST FLAGPOLE                  APPROX. 5.7 KM 1720700.8 |
 KU2442| KU2437 FIRE ISLAND LOOKOUT TOWER           APPROX. 8.4 KM 1835504.9 |
 KU2442| CA9156 BRIGHT RM 1                          30.458 METERS 27301     |
 KU2442| CA9157 BRIGHT RM 2                          43.350 METERS 28638     |
 KU2442| CA9158 BRIGHT RM 3                          37.660 METERS 31658     |
 KU2442|---------------------------------------------------------------------|
 KU2442
 KU2442                          SUPERSEDED SURVEY CONTROL
 KU2442
 KU2442  NAD 83(1996)-  40 42 04.18329(N)    073 15 11.54287(W) AD(       ) 2
 KU2442  NAD 83(1992)-  40 42 04.18260(N)    073 15 11.54265(W) AD(       ) 2
 KU2442  NAD 83(1986)-  40 42 04.18475(N)    073 15 11.54302(W) AD(       ) 2
 KU2442  NAD 27      -  40 42 03.82841(N)    073 15 13.11987(W) AD(       ) 2
 KU2442
 KU2442.Superseded values are not recommended for survey control.
 KU2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2442.See file dsdata.txt to determine how the superseded data were derived.
 KU2442
 KU2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4757307051(NAD 83)
 KU2442_MARKER: DS = TRIANGULATION STATION DISK
 KU2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2442
 KU2442  HISTORY     - Date     Condition        Report By
 KU2442  HISTORY     - 1933     MONUMENTED       CGS
 KU2442  HISTORY     - 1938     GOOD             CGS
 KU2442  HISTORY     - 1949     GOOD             CGS
 KU2442  HISTORY     - 1951     GOOD             CGS
 KU2442  HISTORY     - 1967     GOOD             CGS
 KU2442
 KU2442                          STATION DESCRIPTION
 KU2442
 KU2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2442'THE STATION IS LOCATED ON THE N SHORE OF GREAT SOUTH BAY ON THE
 KU2442'BEACH S OF THE TOWN OF BRIGHTWATERS, AT THE SW CORNER OF THE BEACH
 KU2442'SETTLEMENT.  IT IS APPROXIMATELY 100 METERS W OF THE SOUTHERN
 KU2442'EXTREMITY OF GIRARD AVENUE, 14 METERS FROM HIGH WATER, 21 METERS
 KU2442'E OF THE BULKHEAD AT THE WESTERN EXTREMITY OF THE SETTLEMENT, AND
 KU2442'30 METERS S OF THE CENTER LINE OF WATERVIEW AVENUE, WHICH RUNS
 KU2442'PARALLEL TO THE BEACH.
 KU2442'
 KU2442'THE CENTER MARK IS A STANDARD DISK STAMPED BRIGHT 1933 SET IN THE
 KU2442'TOP OF A MONUMENT 12 INCHES BY 12 INCHES BY 40 INCHES.  IT IS ONE
 KU2442'FOOT BELOW THE LEVEL OF THE BEACH.
 KU2442'
 KU2442'THE REFERENCE MARKS ARE CONCRETE PROPERTY MONUMENTS 6 INCHES
 KU2442'SQUARE, ONE ON N, AND THE OTHER ON THE S OF THE WESTERN EXTREMITY
 KU2442'OF WATERVIEW AVENUE, AT THE EDGE OF THE BULKHEAD.  THE CENTER OF
 KU2442'THE MONUMENTS MARKS THE REFERENCE POINT.
 KU2442
 KU2442                          STATION RECOVERY (1938)
 KU2442
 KU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RJB)
 KU2442'STATION AND REFERENCES RECOVERED IN GOOD CONDITION.  BEACH IN
 KU2442'VICINITY OF STATION NOW BEING USED AS A SUMMER COLONY.  CABANAS
 KU2442'AND OTHER STRUCTURES PREVENT FULL AZIMUTH RANGE AS A GROUND STATION.
 KU2442
 KU2442                          STATION RECOVERY (1949)
 KU2442
 KU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2442'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH THE
 KU2442'FOLLOWING CORRECTION AND ADDITIONS--
 KU2442'
 KU2442'21 METERS NW OF MEAN HIGH-WATER LINE INSTEAD OF 14 METERS FROM
 KU2442'MEAN HIGH-WATER LINE.
 KU2442'
 KU2442'AT THE N EDGE OF BRICK WALKWAY IN FRONT OF NE-SW LINE OF CABANAS
 KU2442'AND 7 METERS NE OF THE SW END OF THE WALK.  STATION IS DIRECTLY IN
 KU2442'LINE WITH THE OPENING BETWEEN CABANAS 53 AND 55.
 KU2442'
 KU2442'R.M.S RECOVERED IN GOOD CONDITION.  CHECKING OF DISTANCES
 KU2442'PREVENTED BY BUILDINGS BETWEEN STATION AND REFERENCE MARKS.
 KU2442
 KU2442                          STATION RECOVERY (1951)
 KU2442
 KU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2442'THE STATION WAS RECOVERED AND THE MARK WAS FOUND IN GOOD CONDITION.
 KU2442'
 KU2442'THE REFERENCE MARKS CAN NO LONGER BE USED FOR STATION R.M.S AS A
 KU2442'ROW OF CABANAS ARE NOW BETWEEN SAME.
 KU2442'
 KU2442'WATERVIEW AVENUE IS NOW WITHIN THE FENCED-IN LIMITS OF THE SUMMER
 KU2442'SUN AND BATH CLUB ON WHOSE PROPERTY THE STATION IS LOCATED.
 KU2442'
 KU2442'THE STATION IS ON THE NORTH SHORE OF GREAT SOUTH BAY AT THE
 KU2442'SOUTHWEST EDGE OF THE VILLAGE OF BRIGHTWATERS, 34 FEET EAST OF
 KU2442'CABANA 69, 1 FOOT WEST OF AN IMAGINARY CENTER LINE, BETWEEN
 KU2442'CABANAS 55 AND 53, 18.5 FEET SOUTH OF THE SOUTHEAST PORCH PAST OF
 KU2442'CABANA 55, AND 1 FOOT NORTH OF THE NORTH EDGE OF AN EAST-WEST
 KU2442'BRICK WALK - THE MARK IS 18 INCHES BELOW THE SURFACE.
 KU2442'
 KU2442'TWO NEW REFERENCE MARKS WERE ESTABLISHED DURING THIS OCCUPATION.
 KU2442'
 KU2442'REFERENCE MARK NO. 3 IS NORTH WEST ON A LINE BETWEEN CABANAS NO.
 KU2442'53 AND 55 AND IN THE NORTHWEST CORNER OF THE PARKING AREA.  THE
 KU2442'MARK IS 11 FEET SOUTH OF THE BOUNDARY FENCE AND FLUSH WITH THE
 KU2442'SURFACE.  IT IS STAMPED BRIGHT NO. 3 - 1933.
 KU2442'
 KU2442'REFERENCE MARK NO. 4 IS IN THE CONCRETE PATIO FLOOR ON THE BAY
 KU2442'SIDE OF THE CAFETERIA.  IT IS 9 FEET EAST OF THE WEST EDGE OF THE
 KU2442'PATIO, 17 FEET SOUTH OF THE CABANAS AND ABOUT 18 FEET NORTHWEST OF
 KU2442'THE FLAGPOLE.  THE MARK IS FLUSH IN A DRILL HOLE AND IS STAMPED
 KU2442'BRIGHT NO. 4 - 1933.
 KU2442'
 KU2442'FIRE ISLAND LIGHTHOUSE WAS OBSERVED FOR THE AZIMUTH MARK FOR THIS
 KU2442'STATION.
 KU2442'
 KU2442'TO REACH FROM THE WEST LIMITS OF BRIGHTWATERS AT MERRICK ROAD
 KU2442'SIGN, VILLAGE OF BRIGHTWATERS, GO SOUTH ON BAYWAY AVENUE FOR 0.75
 KU2442'MILE TO SHORE DRIVE, THENCE RIGHT FOR 0.1 MILE TO ENTRANCE TO THE
 KU2442'SUN AND BATH CLUB.
 KU2442
 KU2442                          STATION RECOVERY (1967)
 KU2442
 KU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2442'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 KU2442'THE STATION IS NOW ON PROPERTY OF BAYWAY BEACH AND CABANA CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2081 ***********************************************************************
 NA2081  DESIGNATION -  BRIGHT
 NA2081  PID         -  NA2081
 NA2081  STATE/COUNTY-  NY/DELAWARE
 NA2081  USGS QUAD   -  DAVENPORT (1981)
 NA2081
 NA2081                         *CURRENT SURVEY CONTROL
 NA2081  ___________________________________________________________________
 NA2081* NAD 83(1996)-  42 25 48.39140(N)    074 45 09.14640(W)     ADJUSTED  
 NA2081* NAVD 88     -       664.9    (meters)    2181.     (feet)  VERTCON   
 NA2081  ___________________________________________________________________
 NA2081  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NA2081  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 NA2081
 NA2081  HORZ ORDER  -  SECOND
 NA2081
 NA2081.The horizontal coordinates were established by classical geodetic methods
 NA2081.and adjusted by the National Geodetic Survey in January 1999..
 NA2081
 NA2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2081
 NA2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2081
 NA2081.The geoid height was determined by GEOID03.
 NA2081
 NA2081;                    North         East     Units Scale Factor Converg.
 NA2081;SPC NY E     -   399,401.552   129,220.376   MT  0.99990531   -0 10 13.4
 NA2081;SPC NY E     - 1,310,369.93    423,950.52   sFT  0.99990531   -0 10 13.4
 NA2081;UTM  18      - 4,697,562.157   520,355.411   MT  0.99960510   +0 10 01.1
 NA2081
 NA2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2081!SPC NY E     -   0.99990048  x   0.99990531  =   0.99980580
 NA2081!UTM  18      -   0.99990048  x   0.99960510  =   0.99950562
 NA2081
 NA2081|---------------------------------------------------------------------|
 NA2081| PID    Reference Object                     Distance      Geod. Az  |
 NA2081|                                                           dddmmss.s |
 NA2081| CZ7542 BRIGHT RM 1                          17.992 METERS 06215     |
 NA2081| CZ7541 BRIGHT AZ MK 2                                     1234601.6 |
 NA2081| CZ7540 BRIGHT AZ MK                                       1291020.7 |
 NA2081| CZ7543 BRIGHT RM 2                          17.409 METERS 21325     |
 NA2081|---------------------------------------------------------------------|
 NA2081
 NA2081                          SUPERSEDED SURVEY CONTROL
 NA2081
 NA2081  NAD 83(1986)-  42 25 48.39551(N)    074 45 09.14768(W) AD(       ) 2
 NA2081  NAD 27      -  42 25 48.11500(N)    074 45 10.59200(W) AD(       ) 2
 NA2081  NGVD 29 (07/19/86)  665.0    (m)         2182.     (f) VERT ANG       
 NA2081
 NA2081.Superseded values are not recommended for survey control.
 NA2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2081.See file dsdata.txt to determine how the superseded data were derived.
 NA2081
 NA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM2035597562(NAD 83)
 NA2081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2081_SETTING: 80 = SET IN A BOULDER
 NA2081_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NA2081
 NA2081  HISTORY     - Date     Condition        Report By
 NA2081  HISTORY     - 1942     MONUMENTED       CGS
 NA2081  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NA2081
 NA2081                          STATION DESCRIPTION
 NA2081
 NA2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2081'STATION IS ABOUT 6.5 MILES W BY N OF STAMFORD ON A BARE
 NA2081'RIDGE.  IT IS ABOUT 0.2 MILE W OF A ROAD THROUGH A SADDLE OF
 NA2081'THE RIDGE AND ABOUT 150 FEET W OF THE E SHOULDER OF THE
 NA2081'HILLTOP.  IT IS SET IN A FLAT-TOPPED ROCK ABOUT 6 FEET IN
 NA2081'DIAMETER AND PROJECTING ABOUT 2 FEET ABOVE THE SURFACE OF THE
 NA2081'GROUND.  THE DISK IS STAMPED BRIGHT 1942.
 NA2081'
 NA2081'REFERENCE MARK NO.1 IS LOCATED NORTHEASTERLY OF THE STATION
 NA2081'NEAR THE N SHOULDER OF THE HILLTOP, IN A BOULDER THAT IS FLUSH
 NA2081'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BRIGHT
 NA2081'NO.1 1942.
 NA2081'
 NA2081'REFERENCE MARK NO.2 IS LOCATED SOUTHWESTERLY OF THE STATION
 NA2081'IN A BOULDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 NA2081'DISK IS STAMPED BRIGHT NO.2 1942.
 NA2081'
 NA2081'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE EASTERLY OF THE
 NA2081'STATION, ABOUT 0.1 MILE E OF THE ROAD THROUGH THE SADDLE OF THE
 NA2081'RIDGE.  IT IS SET IN A BOULDER ABOUT 3 FEET BY 2 FEET AND
 NA2081'PROJECTING ABOUT 1-1/2 FEET.  IT IS ABOUT 50 FEET S OF THE
 NA2081'HIGHEST PART OF THE KNOLL.  THE DISK IS STAMPED BRIGHT
 NA2081'1942.  TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE ROUTE
 NA2081'TO THE STATION LEAVES THE PAVED ROAD AT A GRAVEL PILE, TURN
 NA2081'LEFT FOR 150 FEET THEN PASS THROUGH GATE IN ELECTRIFIED FENCE
 NA2081'AND GO UPHILL TO THE AZIMUTH MARK.
 NA2081'
 NA2081'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23
 NA2081'AND 10 IN STAMFORD, GO WESTERLY ON STATE HIGHWAY 23 FOR
 NA2081'5.9 MILES TO WEST HAVERSFIELD.  HERE TURN LEFT AS PER SIGN
 NA2081'DOONANS CORNERS AND FOLLOW MAIN PAVED ROAD FOR 1.6 MILES TO
 NA2081'THE SUMMIT OF A SADDLE BY A GRAVEL PILE.  TURN RIGHT THROUGH
 NA2081'POLE GATE ABOUT 150 FEET S OF THE GRAVEL PILE AND GO WESTERLY,
 NA2081'UPHILL, FOR 0.2 MILE TO THE STATION.
 NA2081'
 NA2081'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS, AS
 NA2081'DESCRIBED IN NOTES 4 AND 12C.
 NA2081'
 NA2081'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION TEEPLE.
 NA2081'
 NA2081'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT STATION DUGAN.
 NA2081'
 NA2081'A 4-FOOT STAND WILL SEE A 30-FOOT LIGHT AT STATION WILSON.
 NA2081'
 NA2081'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 NA2081
 NA2081                          STATION RECOVERY (1969)
 NA2081
 NA2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NA2081'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 NA2081'HOWEVER THE AZIMUTH MARK WAS IN THE WAY OF A HOUSE TO BE BUILT
 NA2081'SOON, SO A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE
 NA2081'REMOVED.  A COMPLETE DESCRIPTION FOLLOWS--
 NA2081'
 NA2081'STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF STAMFORD
 NA2081'AND 1-1/2 MILES SOUTHWEST OF WEST HARPERSFIELD, ON A
 NA2081'FLAT-TOPPED HILL SPARSELY COVERED WITH LOW BRUSH.
 NA2081'
 NA2081'TO REACH STATION FROM THE POST OFFICE IN STAMFORD, GO WEST ON
 NA2081'STATE HIGHWAY 23 FOR 5.85 MILES.  TAKE LEFT FORK AT SIGN
 NA2081'DOONANS CORNERS AND GO 1.5 MILES TO TOP OF HILL.  GO RIGHT,
 NA2081'THROUGH GATE OPPOSITE A HOUSE, AND FOLLOW TRACK ROAD UPHILL FOR
 NA2081'0.25 MILE TO STATION ON LEFT.
 NA2081'
 NA2081'STATION MARK IS A STANDARD DISK STAMPED BRIGHT 1942, CEMENTED
 NA2081'IN A DRILL HOLE IN A FLAT, 6 X 12-FOOT BEDROCK OUTCROP
 NA2081'PROJECTING 1 FOOT FROM GROUND.  IT IS 51 FEET SOUTHWEST OF
 NA2081'CENTER LINE OF TRACK ROAD AND 5 FEET SOUTHWEST OF A METAL
 NA2081'WITNESS POST.
 NA2081'
 NA2081'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BRIGHT
 NA2081'NO 1 1942, CEMENTED IN A DRILL HOLE IN A FLAT, 3-FOOT-DIAMETER,
 NA2081'BEDROCK, FLUSH WITH GROUND.  IT IS 8 FEET NORTHEAST OF CENTER
 NA2081'LINE OF TRACK ROAD AND ABOUT 2 FEET LOWER THAN STATION MARK.
 NA2081'
 NA2081'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BRIGHT
 NA2081'NO 2 1942, CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT, FLAT
 NA2081'BEDROCK SLAB THAT IS FLUSH WITH GROUND ON NORTH SIDE AND
 NA2081'PROJECTS 4 INCHES FROM GROUND ON SOUTH SIDE.  IT IS 2.1 FEET
 NA2081'LOWER THAN STATION MARK.
 NA2081'
 NA2081'AZIMUTH MARK IS A STANDARD DISK STAMPED BRIGHT 1942 1969,
 NA2081'CEMENTED IN A DRILL HOLE IN THE 16 X 20-INCH TOP OF A BOULDER
 NA2081'PROJECTING 6 INCHES FROM GROUND.  IT IS 5 FEET WEST OF A FENCE
 NA2081'LINE, 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 100 YARDS
 NA2081'SOUTHEAST OF MACADAM ROAD, AND ABOUT 75 YARDS NORTH OF HOME
 NA2081'SITE.  TO REACH FROM STATION, GO DOWN TRACK ROAD 0.25 MILE TO
 NA2081'MACADAM ROAD.  TURN LEFT FOR 100 FEET, THEN GO RIGHT, ON TRACK
 NA2081'ROAD IN FRONT OF HOUSE, AND FOLLOW IT FOR 0.15 MILE TO
 NA2081'HOUSE.  WALK NORTH ACROSS LOW HILL ABOUT 75 YARDS TO FENCE
 NA2081'AND AZIMUTH MARK.
 NA2081'
 NA2081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2081'6 MILES WEST-NORTHWEST OF STAMFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0481 ***********************************************************************
 OG0481  DESIGNATION -  BRIGHTON
 OG0481  PID         -  OG0481
 OG0481  STATE/COUNTY-  NY/ORLEANS
 OG0481  USGS QUAD   -  KENT (1978)
 OG0481
 OG0481                         *CURRENT SURVEY CONTROL
 OG0481  ___________________________________________________________________
 OG0481* NAD 83(1996)-  43 22 26.28695(N)    078 09 42.81011(W)     ADJUSTED  
 OG0481* NAVD 88     -        84.3    (meters)     277.     (feet)  VERTCON   
 OG0481  ___________________________________________________________________
 OG0481  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OG0481  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OG0481
 OG0481  HORZ ORDER  -  SECOND
 OG0481
 OG0481.The horizontal coordinates were established by classical geodetic methods
 OG0481.and adjusted by the National Geodetic Survey in January 1999..
 OG0481
 OG0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0481
 OG0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0481
 OG0481.The geoid height was determined by GEOID03.
 OG0481
 OG0481;                    North         East     Units Scale Factor Converg.
 OG0481;SPC NY W     -   374,800.254   384,153.497   MT  0.99995184   +0 17 22.0
 OG0481;SPC NY W     - 1,229,657.17  1,260,343.60   sFT  0.99995184   +0 17 22.0
 OG0481;UTM  17      - 4,806,257.229   729,927.128   MT  1.00025036   +1 56 59.8
 OG0481
 OG0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0481!SPC NY W     -   0.99999241  x   0.99995184  =   0.99994425
 OG0481!UTM  17      -   0.99999241  x   1.00025036  =   1.00024277
 OG0481
 OG0481|---------------------------------------------------------------------|
 OG0481| PID    Reference Object                     Distance      Geod. Az  |
 OG0481|                                                           dddmmss.s |
 OG0481| CZ9768 BRIGHTON RM 1                        18.418 METERS 00240     |
 OG0481| CZ9770 BRIGHTON RM 3                        22.286 METERS 12039     |
 OG0481| CZ9769 BRIGHTON RM 2                        54.285 METERS 22937     |
 OG0481| OG0482 BREEZE                              APPROX. 2.4 KM 2642042.8 |
 OG0481|---------------------------------------------------------------------|
 OG0481
 OG0481                          SUPERSEDED SURVEY CONTROL
 OG0481
 OG0481  NAD 83(1986)-  43 22 26.29428(N)    078 09 42.80803(W) AD(       ) 2
 OG0481  NAD 27      -  43 22 26.08851(N)    078 09 43.74799(W) AD(       ) 2
 OG0481  NGVD 29 (07/19/86)   84.5    (m)          277.     (f) VERT ANG       
 OG0481
 OG0481.Superseded values are not recommended for survey control.
 OG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0481.See file dsdata.txt to determine how the superseded data were derived.
 OG0481
 OG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2992706257(NAD 83)
 OG0481_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0481+STABILITY: SURFACE MOTION
 OG0481
 OG0481  HISTORY     - Date     Condition        Report By
 OG0481  HISTORY     - 1972     MONUMENTED       USLS
 OG0481  HISTORY     - 1977     GOOD             NGS
 OG0481  HISTORY     - 1983     GOOD             NOS
 OG0481
 OG0481                          STATION DESCRIPTION
 OG0481
 OG0481'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OG0481'STATION IS LOCATED 6.5 MILES NORTHEAST OF THE VILLAGE OF WEST
 OG0481'KENDALL, 1.6 MILES EAST OF POINT BREEZE, 0.2 MILES NORTH OF
 OG0481'LAKESHORE ROAD, ABOUT 350 FEET SOUTH OF LAKE ONTARIO ON PRIVATE
 OG0481'PROPERTY IN AN AREA KNOWN LOCALLY AS BRIGHTON CLIFF.
 OG0481'
 OG0481'TO REACH THE STATION FROM THE INTERSECTION OF POINT BREEZE ROAD AND
 OG0481'LAKESHORE ROAD IN THE VILLAGE OF POINT BREEZE, PROCEED EAST ON
 OG0481'LAKESHORE ROAD FOR 1.6 MILES TO SAWYER ROAD ON LEFT.  TURN NORTH
 OG0481'ON SAWYER ROAD FOR 0.2 MILES TO A T INTERSECTIION NEAR THE
 OG0481'LAKE.  TURN LEFT, WEST, FOR ABOUT 500 FEET AND THE VICINITY OF
 OG0481'THE STATION.
 OG0481'
 OG0481'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS FLUSH WITH
 OG0481'THE GROUND SURFACE.
 OG0481'
 OG0481'STATION MARK, STAMPED BRIGHTON LSC 1972, IS 42.3 FEET SW OF THE
 OG0481'SOUTHWEST CORNER OF A SMALL, GREY HOUSE PORCH AND 85.3 FEET NORTH
 OG0481'OF A FENCELINE ADJACENT TO THE ROAD.
 OG0481'
 OG0481'REFERENCE MARK NO. 1, STAMPED BRIGHTON LSC RM 1 1972, IS 18.2
 OG0481'FEET WSW OF THE NW CORNER OF THE HOUSE AND 27.72 FEET WNW OF THE
 OG0481'SW PORCH CORNER.
 OG0481'
 OG0481'REFERENCE MARK NO. 2, STAMPED BRIGHTON LSC RM 2 1972, IS 6.0 FEET
 OG0481'NORTH OF THE WESTERLY FENCE POST ON THE SOUTHERN SIDE OF THE ROAD
 OG0481'AND 12.0 FEET SOUTH OF THE ROADS CENTERLINE.
 OG0481'
 OG0481'NO AZIMUTH MARK WAS SET AT THIS STATION (BREEZE (LSC) EASILY
 OG0481'VISIBLE FROM GROUND.)
 OG0481'
 OG0481'HEIGHT OF LIGHT ABOVE STATION MARK 6.37 METERS.
 OG0481
 OG0481                          STATION RECOVERY (1977)
 OG0481
 OG0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OG0481'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 OG0481'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 OG0481'CHECKED.  THE 1977 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 OG0481
 OG0481                          STATION RECOVERY (1983)
 OG0481
 OG0481'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG0481'RECOVERED AS DESCRIBED.
 OG0481'
 OG0481'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.70 METERS.
 OG0481'RECOVERED BY B. DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3472 ***********************************************************************
 KU3472  DESIGNATION -  BRIGHTON BEACH APT BLDG S CUP
 KU3472  PID         -  KU3472
 KU3472  STATE/COUNTY-  NY/KINGS
 KU3472  USGS QUAD   -  CONEY ISLAND (1979)
 KU3472
 KU3472                         *CURRENT SURVEY CONTROL
 KU3472  ___________________________________________________________________
 KU3472* NAD 83(1996)-  40 34 30.75499(N)    073 57 40.27903(W)     ADJUSTED  
 KU3472* NAVD 88     -                                                        
 KU3472  ___________________________________________________________________
 KU3472  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 KU3472  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU3472
 KU3472  HORZ ORDER  -  THIRD
 KU3472
 KU3472.The horizontal coordinates were established by classical geodetic methods
 KU3472.and adjusted by the National Geodetic Survey in January 1999..
 KU3472
 KU3472
 KU3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3472
 KU3472.The geoid height was determined by GEOID03.
 KU3472
 KU3472;                    North         East     Units Scale Factor Converg.
 KU3472;SPC NY L     -    45,367.512   303,286.298   MT  1.00000635   +0 01 31.4
 KU3472;SPC NY L     -   148,843.25    995,031.80   sFT  1.00000635   +0 01 31.4
 KU3472;UTM  18      - 4,492,121.534   587,924.870   MT  0.99969516   +0 40 32.6
 KU3472
 KU3472                          SUPERSEDED SURVEY CONTROL
 KU3472
 KU3472  NAD 83(1986)-  40 34 30.75603(N)    073 57 40.27783(W) AD(       ) 4
 KU3472  NAD 27      -  40 34 30.37700(N)    073 57 41.78300(W) AD(       ) 3
 KU3472
 KU3472.Superseded values are not recommended for survey control.
 KU3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3472.See file dsdata.txt to determine how the superseded data were derived.
 KU3472
 KU3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8792592122(NAD 83)
 KU3472_MARKER: 61 = POLE
 KU3472
 KU3472  HISTORY     - Date     Condition        Report By
 KU3472  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU3472
 KU3472                          STATION DESCRIPTION
 KU3472
 KU3472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MOW)
 KU3472'THE S CUPOLA ON THE APARTMENT BUILDING ON THE BOARDWALK AT THE
 KU3472'S END OF BRIGHTON 6TH STREET, BRIGHTON BEACH.  THE BUILDING IS A
 KU3472'SIX-STORY BRICK STRUCTURE.
 KU3472'
 KU3472'THE STATION IS THE POLE ATOP THE CUPOLA ON THE SE CORNER OF THE
 KU3472'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4430 ***********************************************************************
 KV4430  DESIGNATION -  BRIGHTON HTS REFORMED CH SPIRE
 KV4430  PID         -  KV4430
 KV4430  STATE/COUNTY-  NY/RICHMOND
 KV4430  USGS QUAD   -  JERSEY CITY (1981)
 KV4430
 KV4430                         *CURRENT SURVEY CONTROL
 KV4430  ___________________________________________________________________
 KV4430* NAD 83(1996)-  40 38 30.83393(N)    074 04 41.71454(W)     ADJUSTED  
 KV4430* NAVD 88     -                                                        
 KV4430  ___________________________________________________________________
 KV4430  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KV4430  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4430
 KV4430  HORZ ORDER  -  THIRD
 KV4430
 KV4430.The horizontal coordinates were established by classical geodetic methods
 KV4430.and adjusted by the National Geodetic Survey in January 1999..
 KV4430
 KV4430
 KV4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4430
 KV4430.The geoid height was determined by GEOID03.
 KV4430
 KV4430;                    North         East     Units Scale Factor Converg.
 KV4430;SPC NY L     -    52,775.294   293,380.568   MT  1.00000147   -0 03 04.3
 KV4430;SPC NY L     -   173,146.94    962,532.75   sFT  1.00000147   -0 03 04.3
 KV4430;SPC NJ       -   200,869.700   185,671.508   MT  0.99991566   +0 16 28.9
 KV4430;SPC NJ       -   659,020.01    609,157.27   sFT  0.99991566   +0 16 28.9
 KV4430;SPC NY E     -   200,869.700   185,671.508   MT  0.99991566   +0 16 28.9
 KV4430;SPC NY E     -   659,020.01    609,157.27   sFT  0.99991566   +0 16 28.9
 KV4430;UTM  18      - 4,499,413.966   577,938.803   MT  0.99967477   +0 36 01.4
 KV4430
 KV4430                          SUPERSEDED SURVEY CONTROL
 KV4430
 KV4430  NAD 83(1996)-  40 38 30.83294(N)    074 04 41.71508(W) AD(       ) 4
 KV4430  NAD 83(1992)-  40 38 30.83289(N)    074 04 41.71531(W) AD(       ) 4
 KV4430  NAD 83(1986)-  40 38 30.83346(N)    074 04 41.71442(W) AD(       ) 4
 KV4430  NAD 27      -  40 38 30.45900(N)    074 04 43.20000(W) AD(       ) 3
 KV4430
 KV4430.Superseded values are not recommended for survey control.
 KV4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4430.See file dsdata.txt to determine how the superseded data were derived.
 KV4430
 KV4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7793999414(NAD 83)
 KV4430_MARKER: 90 = CHURCH SPIRE
 KV4430
 KV4430  HISTORY     - Date     Condition        Report By
 KV4430  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4430  HISTORY     - 1934     GOOD             CGS
 KV4430  HISTORY     - 1985     GOOD             USPSQD
 KV4430  HISTORY     - 19940901 GOOD             USPSQD
 KV4430  HISTORY     - 20010515 MARK NOT FOUND   INDIV
 KV4430
 KV4430                          STATION DESCRIPTION
 KV4430
 KV4430'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4430'THE SPIRE OF BRIGHTON HEIGHTS REFORMED CHURCH ON THE SW CORNER OF
 KV4430'FORT AND ST. MARKS PLACES.  THIS IS THE LARGEST BUILDING IN THE
 KV4430'BLOCK, AN OLD WOODEN STRUCTURE, BROWN IN COLOR, SURMOUNTED BY A
 KV4430'TALL 8-SIDED, COPPER-SHEATHED SPIRE.
 KV4430'
 KV4430'THE STATION IS THE SPIRE APEX.
 KV4430'
 KV4430'CENTER LINE OF ST. MARKS PLACE, 16.5 METERS.  CENTER LINE OF FORT
 KV4430'PLACE, 21.8 METERS.
 KV4430
 KV4430                          STATION RECOVERY (1934)
 KV4430
 KV4430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4430'STATION RECOVERED IN GOOD CONDITION, AND ORIGINAL DESCRIPTION IS
 KV4430'FULLY ADEQUATE.
 KV4430
 KV4430                          STATION RECOVERY (1985)
 KV4430
 KV4430'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4430'STATION FOUND GOOD.
 KV4430'
 KV4430'DESCRIPTION AND CONDITION GOOD.
 KV4430
 KV4430                          STATION RECOVERY (1994)
 KV4430
 KV4430'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4430'RECOVERED IN GOOD CONDITION.
 KV4430
 KV4430                          STATION RECOVERY (2001)
 KV4430
 KV4430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KV4430'THERE IS A PROMINENT WHITE SPIRE ON THIS CORNER, BUT THE BUILDING
 KV4430'APPEARS TO BE ONLY A FEW YEARS OLD. A CURSORY CHECK INDICATES THAT THE
 KV4430'WHITE SPIRE IS ABOUT 11 METERS SOUTHEAST OF THE POSITION GIVEN FOR
 KV4430'KV4430.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2020 ***********************************************************************
 OF2020  DESIGNATION -  BRIGHTON MUN STANDPIPE
 OF2020  PID         -  OF2020
 OF2020  STATE/COUNTY-  NY/MONROE
 OF2020  USGS QUAD   -  PITTSFORD (1978)
 OF2020
 OF2020                         *CURRENT SURVEY CONTROL
 OF2020  ___________________________________________________________________
 OF2020* NAD 83(1996)-  43 06 12.00778(N)    077 33 08.94046(W)     ADJUSTED  
 OF2020* NAVD 88     -                                                        
 OF2020  ___________________________________________________________________
 OF2020  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OF2020  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OF2020
 OF2020  HORZ ORDER  -  THIRD
 OF2020
 OF2020.The horizontal coordinates were established by classical geodetic methods
 OF2020.and adjusted by the National Geodetic Survey in January 1999..
 OF2020
 OF2020
 OF2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2020
 OF2020.The geoid height was determined by GEOID03.
 OF2020
 OF2020;                    North         East     Units Scale Factor Converg.
 OF2020;SPC NY W     -   345,165.067   433,910.561   MT  1.00002409   +0 42 16.0
 OF2020;SPC NY W     - 1,132,429.06  1,423,588.23   sFT  1.00002409   +0 42 16.0
 OF2020;UTM  18      - 4,775,452.606   292,295.611   MT  1.00013074   -1 44 41.2
 OF2020
 OF2020                          SUPERSEDED SURVEY CONTROL
 OF2020
 OF2020  NAD 83(1986)-  43 06 12.01599(N)    077 33 08.93862(W) AD(       ) 4
 OF2020  NAD 27      -  43 06 11.79035(N)    077 33 09.94495(W) AD(       ) 3
 OF2020
 OF2020.Superseded values are not recommended for survey control.
 OF2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2020.See file dsdata.txt to determine how the superseded data were derived.
 OF2020
 OF2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9229675453(NAD 83)
 OF2020_MARKER: 52 = STANDPIPE TANK
 OF2020
 OF2020  HISTORY     - Date     Condition        Report By
 OF2020  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2020  HISTORY     - 19951228 MARK NOT FOUND   USPSQD
 OF2020  HISTORY     - 20020120 MARK NOT FOUND   USPSQD
 OF2020
 OF2020                          STATION DESCRIPTION
 OF2020
 OF2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2020'THE STATION, BRIGHTON MUNICIPAL STANDPIPE, IS THE TOP CENTER OF
 OF2020'THE LIGHT GREEN CYLINDRICAL TANK WHICH IS ABOUT 60 FEET IN HEIGHT.
 OF2020'
 OF2020'THE STATION IS LOCATED IN THE EAST SECTION OF BRIGHTON AND 0.4 MILE
 OF2020'NORTHWEST OF THE INTERSECTION OF FRENCH ROAD AND N. CLOVER STREET.
 OF2020
 OF2020                          STATION RECOVERY (1995)
 OF2020
 OF2020'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2020'MARK NOT FOUND.
 OF2020
 OF2020                          STATION RECOVERY (2002)
 OF2020
 OF2020'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2020'DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2443 ***********************************************************************
 KU2443  DESIGNATION -  BRIGHTWATERS FAIRCHILD H TANK
 KU2443  PID         -  KU2443
 KU2443  STATE/COUNTY-  NY/SUFFOLK
 KU2443  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2443
 KU2443                         *CURRENT SURVEY CONTROL
 KU2443  ___________________________________________________________________
 KU2443* NAD 83(1996)-  40 43 03.21370(N)    073 16 46.03136(W)     ADJUSTED  
 KU2443* NAVD 88     -                                                        
 KU2443  ___________________________________________________________________
 KU2443  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KU2443  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU2443
 KU2443  HORZ ORDER  -  THIRD
 KU2443
 KU2443.The horizontal coordinates were established by classical geodetic methods
 KU2443.and adjusted by the National Geodetic Survey in January 1999..
 KU2443
 KU2443
 KU2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2443
 KU2443.The geoid height was determined by GEOID03.
 KU2443
 KU2443;                    North         East     Units Scale Factor Converg.
 KU2443;SPC NY L     -    61,424.712   360,880.554   MT  0.99999756   +0 28 16.7
 KU2443;SPC NY L     -   201,524.24  1,183,988.95   sFT  0.99999756   +0 28 16.7
 KU2443;UTM  18      - 4,508,827.807   645,319.848   MT  0.99985993   +1 07 21.2
 KU2443
 KU2443                          SUPERSEDED SURVEY CONTROL
 KU2443
 KU2443  NAD 83(1996)-  40 43 03.21638(N)    073 16 46.03092(W) AD(       ) 4
 KU2443  NAD 83(1992)-  40 43 03.21570(N)    073 16 46.03063(W) AD(       ) 4
 KU2443  NAD 83(1986)-  40 43 03.21783(N)    073 16 46.03131(W) AD(       ) 4
 KU2443  NAD 27      -  40 43 02.86274(N)    073 16 47.60516(W) AD(       ) 3
 KU2443
 KU2443.Superseded values are not recommended for survey control.
 KU2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2443.See file dsdata.txt to determine how the superseded data were derived.
 KU2443
 KU2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4532008828(NAD 83)
 KU2443_MARKER: 53 = ELEVATED TANK
 KU2443_SETTING: 0 = UNSPECIFIED SETTING
 KU2443
 KU2443  HISTORY     - Date     Condition        Report By
 KU2443  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2443  HISTORY     - 1985     GOOD             USPSQD
 KU2443  HISTORY     - 20030915 MARK NOT FOUND   USPSQD
 KU2443  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 KU2443
 KU2443                          STATION DESCRIPTION
 KU2443
 KU2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2443'THE STATION IS THE CAP AT THE TOP OF A SMALL GREY TANK HAVING
 KU2443'STRAIGHT SIDES AND A CONICAL TOP.  THE BOTTOM OF THE TANK IS A
 KU2443'BLUE COLOR WITH 4 ROUND LEGS.  THE HEIGHT OF THE STRUCTURE IS
 KU2443'APPROXIMATELY 110 FEET.
 KU2443'
 KU2443'TO REACH FROM THE INTERSECTION OF MANOR LANES AND ORINOCO DRIVE IN
 KU2443'BRIGHTWATERS, GO NORTHEAST FOR 0.2 MILES TO THE FAIRCHILD HILLER
 KU2443'STARTO PLANT.  THE STATION IS LOCATED ON THE WEST SIDE OF THE MAIN
 KU2443'BUILDING OF THE STARTO PLANT.  THE STATION IS OWNED BY THE
 KU2443'FAIRCHILD-HILLER CO.
 KU2443
 KU2443                          STATION RECOVERY (1985)
 KU2443
 KU2443'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU2443'STATION WAS RECOVERED.
 KU2443'
 KU2443'DESCRIPTION NEEDS CORRECTION.
 KU2443'1.  THE CONICAL TOP OF TANK IS LACKING PAINT AND IS RUSTY.
 KU2443'2.  THE STATION IS NO LONGER OWNED BY THE FAIRCHILD - HILLER CO.
 KU2443
 KU2443                          STATION RECOVERY (2003)
 KU2443
 KU2443'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2443'THE TANK AND BUILDING HAVE BEEN TORN DOWN.
 KU2443
 KU2443                          STATION RECOVERY (2003)
 KU2443
 KU2443'RECOVERY NOTE BY US POWER SQUADRON 2003 (AGA)
 KU2443'BUILDINGS DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2426 ***********************************************************************
 KU2426  DESIGNATION -  BRIGHTWATERS WATER TANK
 KU2426  PID         -  KU2426
 KU2426  STATE/COUNTY-  NY/SUFFOLK
 KU2426  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2426
 KU2426                         *CURRENT SURVEY CONTROL
 KU2426  ___________________________________________________________________
 KU2426* NAD 83(1996)-  40 43 03.44445(N)    073 16 27.71762(W)     ADJUSTED  
 KU2426* NAVD 88     -                                                        
 KU2426  ___________________________________________________________________
 KU2426  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 KU2426  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU2426
 KU2426  HORZ ORDER  -  THIRD
 KU2426
 KU2426.The horizontal coordinates were established by classical geodetic methods
 KU2426.and adjusted by the National Geodetic Survey in January 1999..
 KU2426
 KU2426
 KU2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2426
 KU2426.The geoid height was determined by GEOID03.
 KU2426
 KU2426;                    North         East     Units Scale Factor Converg.
 KU2426;SPC NY L     -    61,435.378   361,310.309   MT  0.99999756   +0 28 28.6
 KU2426;SPC NY L     -   201,559.24  1,185,398.91   sFT  0.99999756   +0 28 28.6
 KU2426;UTM  18      - 4,508,843.354   645,749.396   MT  0.99986147   +1 07 33.2
 KU2426
 KU2426                          SUPERSEDED SURVEY CONTROL
 KU2426
 KU2426  NAD 83(1996)-  40 43 03.44713(N)    073 16 27.71719(W) AD(       ) 4
 KU2426  NAD 83(1992)-  40 43 03.44645(N)    073 16 27.71688(W) AD(       ) 4
 KU2426  NAD 83(1986)-  40 43 03.44857(N)    073 16 27.71760(W) AD(       ) 4
 KU2426  NAD 27      -  40 43 03.09069(N)    073 16 29.29253(W) AD(       ) 3
 KU2426
 KU2426.Superseded values are not recommended for survey control.
 KU2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2426.See file dsdata.txt to determine how the superseded data were derived.
 KU2426
 KU2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4574908843(NAD 83)
 KU2426_MARKER: 53 = ELEVATED TANK
 KU2426_SETTING: 0 = UNSPECIFIED SETTING
 KU2426
 KU2426  HISTORY     - Date     Condition        Report By
 KU2426  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2426  HISTORY     - 1985     GOOD             USPSQD
 KU2426  HISTORY     - 20030915 GOOD             USPSQD
 KU2426  HISTORY     - 20050806 GOOD             USPSQD
 KU2426
 KU2426                          STATION DESCRIPTION
 KU2426
 KU2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2426'THE STATION IS THE CAP AT THE TOP OF A GREY CONICAL SHAPED METAL
 KU2426'WATER TANK SUPPORTED BY 8 GREY ROUND METAL LEGS.  THE OVER-ALL
 KU2426'HEIGHT OF THE STRUCTURE IS 145 FEET.
 KU2426'
 KU2426'TO REACH THE STATION FROM THE INTERSECTION OF NORTH WINDSOR AVENUE
 KU2426'AND ORINOCO DRIVE IN THE EAST EDGE OF BRIGHTWATERS.  GO WEST ON
 KU2426'ORINOCO DRIVE FOR 0.5 MILES TO THE TANK ON THE LEFT.
 KU2426'
 KU2426'(THE ABOVE TANK IS OWNED BY SUFFOLK COUNTY WATER AUTHORITY.)
 KU2426
 KU2426                          STATION RECOVERY (1985)
 KU2426
 KU2426'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU2426'STATION RECOVERED IN GOOD CONDITION.
 KU2426'DESCRIPTION ADEQUATE.
 KU2426
 KU2426                          STATION RECOVERY (2003)
 KU2426
 KU2426'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2426'RECOVERED IN GOOD CONDITION.
 KU2426
 KU2426                          STATION RECOVERY (2005)
 KU2426
 KU2426'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1395 ***********************************************************************
 OD1395  DESIGNATION -  BRIMSTONE RESET
 OD1395  PID         -  OD1395
 OD1395  STATE/COUNTY-  NY/WASHINGTON
 OD1395  USGS QUAD   -  PUTNAM (1950)
 OD1395
 OD1395                         *CURRENT SURVEY CONTROL
 OD1395  ___________________________________________________________________
 OD1395* NAD 83(1996)-  43 44 45.11590(N)    073 24 58.83132(W)     ADJUSTED  
 OD1395* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 OD1395  ___________________________________________________________________
 OD1395  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OD1395  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 OD1395
 OD1395  HORZ ORDER  -  SECOND
 OD1395
 OD1395.The horizontal coordinates were established by classical geodetic methods
 OD1395.and adjusted by the National Geodetic Survey in January 1999..
 OD1395
 OD1395.The orthometric height was scaled from a topographic map.
 OD1395
 OD1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1395
 OD1395.The geoid height was determined by GEOID03.
 OD1395
 OD1395;                    North         East     Units Scale Factor Converg.
 OD1395;SPC NY E     -   546,100.060   237,277.721   MT  0.99999366   +0 44 57.7
 OD1395;SPC NY E     - 1,791,663.28    778,468.66   sFT  0.99999366   +0 44 57.7
 OD1395;SPC VT       -   138,812.776   426,193.203   MT  1.00003126   -0 38 01.1
 OD1395;UTM  18      - 4,844,865.959   627,509.802   MT  0.99979998   +1 05 42.7
 OD1395
 OD1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1395!SPC NY E     -   0.99996023  x   0.99999366  =   0.99995389
 OD1395!SPC VT       -   0.99996023  x   1.00003126  =   0.99999149
 OD1395!UTM  18      -   0.99996023  x   0.99979998  =   0.99976022
 OD1395
 OD1395:                Primary Azimuth Mark                     Grid Az
 OD1395:SPC NY E     -  AIRWAY BEACON 21                         001 43 30.0
 OD1395:SPC VT       -  AIRWAY BEACON 21                         003 06 28.8
 OD1395:UTM  18      -  AIRWAY BEACON 21                         001 22 45.0
 OD1395
 OD1395|---------------------------------------------------------------------|
 OD1395| PID    Reference Object                     Distance      Geod. Az  |
 OD1395|                                                           dddmmss.s |
 OD1395| OD1404 AIRWAY BEACON 21                    APPROX. 9.0 KM 0022827.7 |
 OD1395| OD1369 WILCOX RESET                        APPROX. 6.3 KM 1152154.3 |
 OD1395| DA3109 BRIMSTONE RM 1                       17.255 METERS 13632     |
 OD1395| DA3110 BRIMSTONE RM 2                       22.745 METERS 26830     |
 OD1395|---------------------------------------------------------------------|
 OD1395
 OD1395                          SUPERSEDED SURVEY CONTROL
 OD1395
 OD1395  NAD 83(1996)-  43 44 45.11590(N)    073 24 58.83132(W) AD(       ) 2
 OD1395  NAD 83(1992)-  43 44 45.11485(N)    073 24 58.83025(W) AD(       ) 2
 OD1395  NAD 83(1986)-  43 44 45.12208(N)    073 24 58.83823(W) AD(       ) 2
 OD1395  NAD 27      -  43 44 44.90400(N)    073 25 00.41700(W) AD(       ) 2
 OD1395
 OD1395.Superseded values are not recommended for survey control.
 OD1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1395.See file dsdata.txt to determine how the superseded data were derived.
 OD1395
 OD1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2751044866(NAD 83)
 OD1395_MARKER: H = DRILL HOLE
 OD1395_SETTING: 66 = SET IN ROCK OUTCROP
 OD1395
 OD1395  HISTORY     - Date     Condition        Report By
 OD1395  HISTORY     - 1872     MONUMENTED       CGS
 OD1395  HISTORY     - 1930     GOOD             USLS
 OD1395  HISTORY     - 1942     GOOD             CGS
 OD1395  HISTORY     - 1943     GOOD             CGS
 OD1395  HISTORY     - 1975     GOOD             ACFPS
 OD1395
 OD1395                          STATION DESCRIPTION
 OD1395
 OD1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (REH)
 OD1395'THIS STATION IS ON THE WEST SIDE OF LAKE, IN THE TOWNSHIP OF PUTNAM,
 OD1395'ON THE HILL CALLED BRIMSTONE HILL AND ON THE LAND OF MR. ROBERT
 OD1395'MOORE. STATION IS ON A BARE LEDGE OF ROCK, WHICH CROPS OUT IN
 OD1395'CULTIVATED FIELD AND IS MARKED WITH A DRILL HOLE WITH TRIANGLE
 OD1395'CUT AROUND IT.  A TRIPOD SIGNAL 25 FEET HIGH STANDS OVER THE POINT.
 OD1395
 OD1395                          STATION RECOVERY (1930)
 OD1395
 OD1395'RECOVERY NOTE BY US LAKE SURVEY 1930
 OD1395'STATION IS ABOUT 1 MILE W OF PUTNAM AND THE MAIN HIGHWAY BETWEEN
 OD1395'TICONDEROGA AND WHITEHALL, ABOUT 375 FEET W OF A N AND S ROAD AND ON
 OD1395'BRIMSTONE HILL.  IT IS IN THE BARE ROCK OUTCROP IN A FIELD, ABOUT
 OD1395'80 FEET W OF A N AND S FENCE.  THE ELEVATION ABOVE STANDARD LOW
 OD1395'WATER DATUM OF THE LAKE IS ABOUT 830 FEET.
 OD1395'
 OD1395'THE STATION MARK IS A 3/4 INCH DRILL HOLE IN THE CENTER OF A TRIANGLE
 OD1395'CUT IN A 6 BY 9 FOOT OUTCROP OF SOLID ROCK.
 OD1395'
 OD1395'TWO REFERENCE MARKS, CONSISTING OF METAL TABLETS, 2-1/2 INCHES IN
 OD1395'DIAMETER, BEARING THE NAME U.S. LAKE SURVEY AND AN ARROW WHICH
 OD1395'POINTS TO THE STATION WERE SET IN SOLID ROCK.
 OD1395
 OD1395                          STATION RECOVERY (1942)
 OD1395
 OD1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1395'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  A
 OD1395'NEW STATION MARK WAS SET IN THE ORIGINAL DRILL HOLE.  A COMPLETE NEW
 OD1395'DESCRIPTION FOLLOWS--
 OD1395'
 OD1395'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE VILLAGE OF PUTNAM AND
 OD1395'THE MAIN HIGHWAY BETWEEN TICONDEROGA AND WHITEHALL, ABOUT 375 FEET
 OD1395'WEST OF A NORTH-SOUTH ROAD, 87 FEET WEST-NORTHWEST OF TELEPHONE
 OD1395'POLE NUMBER 29.  IT IS ON THE HIGHEST POINT OF BRIMSTONE HILL AND
 OD1395'ON PROPERTY OWNED BY HENRY ODELL, SET FLUSH IN A 6 BY 9 FOOT
 OD1395'OUTCROP OF SOLID ROCK THAT PROJECTS ABOUT 18 INCHES AND IS STAMPED
 OD1395'BRIMSTONE 1872 1942.
 OD1395'
 OD1395'RM NO 1 IS SOUTHEAST OF THE STATION.  IT IS A STANDARD U.S. LAKE
 OD1395'SURVEY DISK SET FLUSH IN A 8 BY 5 FOOT OUTCROP OF SOLID ROCK THAT IS
 OD1395'FLUSH WITH THE SURFACE OF THE GROUND.  STAMPED 1.
 OD1395'
 OD1395'RM NO 2 IS WEST OF THE STATION.  IT IS A STANDARD U.S. LAKE SURVEY
 OD1395'DISK SET FLSUH IN A 4 BY 5 OUTCROP OF SOLID ROCK THAT PROJECTS 14
 OD1395'INCHES.  STAMPED 2.
 OD1395'
 OD1395'TRIANGULATION STATION WILCOX 1872 IS THE AZIMUTH MARK FOR THIS
 OD1395'STATION.
 OD1395'
 OD1395'TO REACH THE STATION FROM THE INTERSECTION OF CHAMPLAIN AVENUE AND
 OD1395'MONTCALM STREET IN TICONDEROGA, GO EAST ON MONTCALM STREET AND
 OD1395'STATE HIGHWAY NO 22 FOR 6.25 MILES, TURN RIGHT, WEST, AS PER SIGN
 OD1395'GLEN URNEY AT BAINS GENERAL STORE AND GO 0.45 MILE.  TURN LEFT,
 OD1395'SOUTH, GO 1.65 MILES, TURN SHARP RIGHT THROUGH A POLE GATE AND
 OD1395'GO ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE STATION AS
 OD1395'DESCRIBED.
 OD1395'
 OD1395'A 4-FOOT STAND WILL SEE A 8 FOOT LIGHT AT STATIONS WILCOX 1872, MT.
 OD1395'DEFIANCE 1872 AND MT. TOM 1872.
 OD1395'
 OD1395'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION FORBES 1872.
 OD1395
 OD1395                          STATION RECOVERY (1943)
 OD1395
 OD1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1395'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION
 OD1395'SUBMITTED BY G.W.L. IN 1942 IS ACCURATE AND ADEQUATE.  THE DIRECTION
 OD1395'TO WILCOX 1872 (AZIMUTH MARK) DID NOT CHECK BY 04.02 SECONDS.
 OD1395'
 OD1395'DISTANCES AND DIRECTIONS TAKEN IN 1943.
 OD1395'
 OD1395'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OD1395
 OD1395                          STATION RECOVERY (1975)
 OD1395
 OD1395'RECOVERY NOTE BY ACF PRECISION SURVEYS INCORPORATED 1975 (MJ)
 OD1395'MARK STAMPED BRIMSTONE 1872-1942 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2327 ***********************************************************************
 KU2327  DESIGNATION -  BRINK
 KU2327  PID         -  KU2327
 KU2327  STATE/COUNTY-  NY/SUFFOLK
 KU2327  USGS QUAD   -  SAINT JAMES (1979)
 KU2327
 KU2327                         *CURRENT SURVEY CONTROL
 KU2327  ___________________________________________________________________
 KU2327* NAD 83(1996)-  40 53 16.10171(N)    073 10 57.21831(W)     ADJUSTED  
 KU2327* NAVD 88     -        69.5    (meters)     228.     (feet)  VERTCON   
 KU2327  ___________________________________________________________________
 KU2327  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KU2327  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KU2327
 KU2327  HORZ ORDER  -  FIRST
 KU2327
 KU2327.The horizontal coordinates were established by classical geodetic methods
 KU2327.and adjusted by the National Geodetic Survey in January 1999..
 KU2327
 KU2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2327
 KU2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2327
 KU2327.The geoid height was determined by GEOID03.
 KU2327
 KU2327;                    North         East     Units Scale Factor Converg.
 KU2327;SPC NY L     -    80,401.583   368,890.565   MT  0.99999512   +0 32 04.8
 KU2327;SPC NY L     -   263,784.19  1,210,268.46   sFT  0.99999512   +0 32 04.8
 KU2327;UTM  18      - 4,527,892.445   653,112.049   MT  0.99988855   +1 11 23.6
 KU2327
 KU2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2327!SPC NY L     -   0.99999390  x   0.99999512  =   0.99998902
 KU2327!UTM  18      -   0.99999390  x   0.99988855  =   0.99988246
 KU2327
 KU2327:                Primary Azimuth Mark                     Grid Az
 KU2327:SPC NY L     -  BRINK AZ MK                              004 35 10.2
 KU2327:UTM  18      -  BRINK AZ MK                              003 55 51.4
 KU2327
 KU2327|---------------------------------------------------------------------|
 KU2327| PID    Reference Object                     Distance      Geod. Az  |
 KU2327|                                                           dddmmss.s |
 KU2327| CB6642 BRINK AZ MK                                        0050715.0 |
 KU2327| KU2325 STONY BROOK HARBOR WINDMILL         APPROX. 1.1 KM 0284105.3 |
 KU2327| KU2330 STONY BROOK METH CHURCH SPIRE       APPROX. 5.3 KM 0394250.4 |
 KU2327| KU2324 ST JAMES SCHOOL CUPOLA              APPROX. 2.1 KM 0995715.6 |
 KU2327| KU2323 ST JAMES CHURCH CUPOLA              APPROX. 2.2 KM 1185236.0 |
 KU2327| KU2263 RONKONKOMA WALL PAPER CORP TK       APPROX.10.7 KM 1475118.4 |
 KU2327| KU2304 SMITHTOWN STANDPIPE                 APPROX. 2.8 KM 1791016.4 |
 KU2327| KU2313 BRENTWOOD ST JOSEPHS ACAD STK       APPROX.13.6 KM 2012117.0 |
 KU2327| KU2314 BRENTWOOD ST JOSEPHS ACAD TWR       APPROX.13.5 KM 2012340.0 |
 KU2327| KU2590 BRENTWOOD MUNICIPAL TANK            APPROX.13.7 KM 2062711.5 |
 KU2327| KU2296 CENTRAL ISLIP MACKAY RAD MST 1      APPROX. 9.5 KM 2074411.0 |
 KU2327| KU2311 CENTRAL ISLIP MACKAY RAD MST 2      APPROX. 9.6 KM 2080343.0 |
 KU2327| KU2310 CENTRAL ISLIP MACKAY RAD MST 3      APPROX. 9.6 KM 2081044.0 |
 KU2327| KU2316 CENTRAL ISLIP MACKAY RAD MST 4      APPROX. 9.6 KM 2083001.0 |
 KU2327| CB6644 BRINK RM 2                           19.587 METERS 21601     |
 KU2327| KU2586 BRENTWOOD PILGRIM HOSP E STK        APPROX.14.0 KM 2171514.6 |
 KU2327| KU2584 BRENTWOOD PILGRIM HOSP W STK        APPROX.14.0 KM 2171825.7 |
 KU2327| KU2576 KINGS PK ST JOSEPH CATH CHURCH      APPROX. 6.0 KM 2683412.9 |
 KU2327| KU2318 KINGS PK HOSP BLDG 93 W PEAK        APPROX. 4.9 KM 2804517.7 |
 KU2327| CB6643 BRINK RM 1                           24.906 METERS 33934     |
 KU2327|---------------------------------------------------------------------|
 KU2327
 KU2327                          SUPERSEDED SURVEY CONTROL
 KU2327
 KU2327  NAD 83(1996)-  40 53 16.10374(N)    073 10 57.21779(W) AD(       ) 1
 KU2327  NAD 83(1992)-  40 53 16.10266(N)    073 10 57.21697(W) AD(       ) 1
 KU2327  NAD 83(1986)-  40 53 16.10543(N)    073 10 57.21920(W) AD(       ) 1
 KU2327  NAD 27      -  40 53 15.75884(N)    073 10 58.80932(W) AD(       ) 1
 KU2327  NGVD 29 (07/19/86)   69.8    (m)          229.     (f) VERT ANG       
 KU2327
 KU2327.Superseded values are not recommended for survey control.
 KU2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2327.See file dsdata.txt to determine how the superseded data were derived.
 KU2327
 KU2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5311227892(NAD 83)
 KU2327_MARKER: DS = TRIANGULATION STATION DISK
 KU2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2327+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 KU2327
 KU2327  HISTORY     - Date     Condition        Report By
 KU2327  HISTORY     - 1939     MONUMENTED       CGS
 KU2327  HISTORY     - 1951     GOOD             CGS
 KU2327  HISTORY     - 1951     GOOD             CGS
 KU2327  HISTORY     - 1966     GOOD             CGS
 KU2327  HISTORY     - 1967     GOOD             CGS
 KU2327  HISTORY     - 19950714 GOOD             USPSQD
 KU2327  HISTORY     - 20001116 GOOD             LOCSUR
 KU2327
 KU2327                          STATION DESCRIPTION
 KU2327
 KU2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2327'STATION IS ABOUT 1 MILE W OF ST. JAMES IN THE VILLAGE OF
 KU2327'NISSEQUOGUE, 0.2 MILE SOUTHERLY OF MORICHES AVENUE ON
 KU2327'BRANGLEBRINK DAIRY FARM PROPERTY OF C.S. BUTLER.  THE STATION IS
 KU2327'ON THE W SIDE OF THE HIGHEST HILL, IN A WOODED SECTION OF THE
 KU2327'FARM, SE OF A COW PASTURE, AND JUST W OF A CULTIVATED FIELD, 132
 KU2327'METERS EASTERLY OF PRIVATE DRIVEWAY OF FARM, ON A RIDGE BETWEEN
 KU2327'TWO SMALL PONDS OR SINK-HOLES.
 KU2327'
 KU2327'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KU2327'BRONZE DISKS SET IN CONCRETE.
 KU2327'
 KU2327'REFERENCE MARK NO.1 IS NORTHERLY ON HILLSIDE NEAR E EDGE OF
 KU2327'WOODS.  REFERENCE MARK NO.2 IS SOUTHWESTERLY OF STATION AND NEAR
 KU2327'THE BASE OF A TREE.
 KU2327'
 KU2327'AZIMUTH MARK IS NEAR A FENCE LINE 0.2 MILE NORTHERLY OF STATION,
 KU2327'80 FEET S OF CENTER LINE OF MORICHES AVENUE, AND 20 FEET E OF
 KU2327'CENTER LINE OF PRIVATE DRIVEWAY.
 KU2327'
 KU2327'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KU2327
 KU2327                          STATION RECOVERY (1951)
 KU2327
 KU2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 KU2327'STATION, REFERENCE MARKS AND AZIMUTH STATION ALL RECOVERED IN GOOD
 KU2327'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 KU2327
 KU2327                          STATION RECOVERY (1951)
 KU2327
 KU2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2327'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 KU2327'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS STILL
 KU2327'ADEQUATE EXCEPT THAT THE OBSERVED ANGLES TO THE TWO REFERENCE
 KU2327'MARKS WERE REVERSED.
 KU2327'
 KU2327'TO REACH FROM THE CITY HALL IN SMITHTOWN BRANCH, GO WEST ON
 KU2327'MAIN STREET FOR 0.3 MILE TO EDGEWOOD AVENUE ON THE RIGHT, TURN
 KU2327'RIGHT AND GO 2.1 MILES TO FIFTY ACRE ROAD ON THE LEFT, TURN LEFT
 KU2327'AND GO 1.0 MILE TO MORICHES ROAD.  TURN LEFT ON MORICHES ROAD AND
 KU2327'GO 0.5 MILE TO A MACADAM DRIVE ON THE LEFT (AZIMUTH MARK IS 80
 KU2327'FEET SOUTH OF THIS INTERSECTION ON EAST SIDE OF DRIVE), TURN
 KU2327'LEFT INTO DRIVE AND GO 0.15 MILE TO A GATE ON LEFT, PASS THROUGH
 KU2327'GATE AND FOLLOW DIM ROAD TO SUMMIT OF HILL IN SMALL CLEARED
 KU2327'FIELD AND STATION ON RIGHT.  STATIONS IS 45 FEET WEST OF THE
 KU2327'WEST EDGE OF CLEARED FIELD, IN WOODED AREA.
 KU2327
 KU2327                          STATION RECOVERY (1966)
 KU2327
 KU2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU2327'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 KU2327'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE VERIFIED.
 KU2327'
 KU2327'THE ORIGINAL DESCRIPTION PLUS THE RECOVERY NOTE BY F.R.G., IS
 KU2327'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KU2327'
 KU2327'THE STATION IS NOW 4.0 FEET SOUTH OF A METAL WITNESS POST AND IS
 KU2327'STAMPED BRINK 1939 AND PROJECTS 2 INCHES.
 KU2327'
 KU2327'REFERENCE MARK 1 IS STAMPED BRINK NO 1 1939 AND PROJECTS 3 INCHES.
 KU2327'
 KU2327'REFERENCE MARK 2 IS STAMPED BRINK NO 2 1939 AND IS 1 INCH
 KU2327'UNDERGROUND.
 KU2327'
 KU2327'AZIMUTH MARK IS STAMPED BRINK 1939 AZ AND PROJECTS 2 INCHES.
 KU2327'
 KU2327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2327'1.25 MILES NORTHWEST FROM ST. JAMES.
 KU2327
 KU2327                          STATION RECOVERY (1967)
 KU2327
 KU2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2327'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KU2327'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 KU2327'REFERENCE MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK DID
 KU2327'NOT CHECK BY 11 IN (LOWER).  THE DISTANCES TO THE REFERENCE MARKS
 KU2327'DID NOT CHECK.  THE 1939 DISTANCES WERE.  REFERENCE MARK 1,
 KU2327'24.941 METERS AND REFERENCE MARK 2, 19.608 METERS.
 KU2327'
 KU2327'THE STATION IS LOCATED ON A LOW WOODED RIDGE 5-3/4 MILES
 KU2327'SOUTH-SOUTHWEST OF CRANE NECK POINT, 2-1/2 MILES NORTH-NORTHEAST
 KU2327'OF SMITHTOWN AND 2 MILES SOUTH-SOUTHEAST OF THE NORTH SHORE OF
 KU2327'LONG ISLAND.  IT IS ON THE PROPERTY OWNED BY THE WILLIAM
 KU2327'HUNTINGTON FAMILY.
 KU2327'
 KU2327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25, 25A
 KU2327'AND 111 IN THE EAST EDGE OF SMITHTOWN, GO NORTHEAST ON STATE
 KU2327'HIGHWAY 25A FOR 2.8 MILES TO A 5-WAY INTERSECTION.  TURN LEFT AND
 KU2327'GO WEST ON MORICHES ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT AND THE
 KU2327'AZIMUTH MARK.  TURN LEFT AND GO SOUTHWEST ON THE NARROW PAVED
 KU2327'ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK FOR ABOUT 75
 KU2327'YARDS TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO EAST ON THE
 KU2327'DIM TRACK ROAD, FOLLOWING THE RIDGE THROUGH THE WOODS, FOR 0.1
 KU2327'MILE TO THE STATION NEAR THE SUMMIT OF THE LOW RIDGE.
 KU2327'
 KU2327'THE STATION MARK IS A STANDARD DISK STAMPED BRINK 1939, SET IN
 KU2327'THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 KU2327'ABOVE THE GROUND.  IT IS 75 YARDS WEST-SOUTHWEST OF THE HIGH POINT
 KU2327'OF THE RIDGE, 47-1/2 FEET SOUTHWEST OF THE NORTHWEST EDGE OF THE
 KU2327'CLEARING IN THE WOODS, 14-1/2 FEET SOUTH OF A 4-TRUNKED OAK TREE
 KU2327'AND 4.0 FEET WEST OF A METAL WITNESS POST.
 KU2327'
 KU2327'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRINK NO 1 1939, SET
 KU2327'IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KU2327'WITH THE GROUND.  IT IS LOCATED ON THE NORTHWEST SLOPE OF THE
 KU2327'STATION RIDGE AND IS ABOUT 15 FEET LOWER THAN THE STATION MARK.
 KU2327'IT IS 68.2 FEET NORTH OF THE 4-TRUNKED OAK TREE, 61.3 FEET SOUTH
 KU2327'OF POWER POLE NUMBER 77 AND ON THE SOUTHWEST EDGE OF THE
 KU2327'CLEARING.
 KU2327'
 KU2327'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRINK NO 2 1939, SET
 KU2327'IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KU2327'WITH THE GROUND.  IT IS 75 FEET SOUTHWEST OF THE 4-TRUNKED OAK
 KU2327'TREE, 66.7 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST, 3-1/2
 KU2327'FEET SOUTH OF A 14 INCH HICKORY TREE AND 2-1/2 FEET LOWER THAN
 KU2327'THE STATION MARK.
 KU2327'
 KU2327'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BRINK
 KU2327'1939 AZ, SET IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT
 KU2327'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 80.0 FEET SOUTHWEST OF
 KU2327'THE CENTER OF MORICHES ROAD, 21.0 FEET EAST-SOUTHEAST OF THE
 KU2327'CENTER OF THE NARROW PAVED ROAD, 2.6 FEET EAST-SOUTHEAST OF A
 KU2327'METAL WITNESS POST AND 1.4 FEET EAST-SOUTHEAST OF A WOODEN
 KU2327'RAIL AND WIRE FENCE.
 KU2327'
 KU2327'HEIGHT OF LIGHT ABOVE STATION MARK 100.1 METERS.
 KU2327
 KU2327                          STATION RECOVERY (1995)
 KU2327
 KU2327'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2327'RECOVERED IN GOOD CONDITION.
 KU2327
 KU2327                          STATION RECOVERY (2000)
 KU2327
 KU2327'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (FPF)
 KU2327'ORIGINAL DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0669 ***********************************************************************
 OG0669  DESIGNATION -  BRINKWORTH
 OG0669  PID         -  OG0669
 OG0669  STATE/COUNTY-  NY/ERIE
 OG0669  USGS QUAD   -  
 OG0669
 OG0669                         *CURRENT SURVEY CONTROL
 OG0669  ___________________________________________________________________
 OG0669* NAD 83(1996)-  43 03 11.28712(N)    078 59 48.52838(W)     ADJUSTED  
 OG0669* NAVD 88     -       173.7    (meters)     570.     (feet)  VERTCON   
 OG0669  ___________________________________________________________________
 OG0669  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OG0669  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OG0669
 OG0669  HORZ ORDER  -  FIRST
 OG0669
 OG0669.The horizontal coordinates were established by classical geodetic methods
 OG0669.and adjusted by the National Geodetic Survey in January 1999..
 OG0669
 OG0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0669
 OG0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0669
 OG0669.The geoid height was determined by GEOID03.
 OG0669
 OG0669;                    North         East     Units Scale Factor Converg.
 OG0669;SPC NY W     -   339,155.610   316,315.584   MT  0.99995145   -0 16 56.2
 OG0669;SPC NY W     - 1,112,713.03  1,037,778.71   sFT  0.99995145   -0 16 56.2
 OG0669;UTM  17      - 4,768,662.700   663,137.984   MT  0.99992741   +1 22 04.2
 OG0669
 OG0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0669!SPC NY W     -   0.99997833  x   0.99995145  =   0.99992978
 OG0669!UTM  17      -   0.99997833  x   0.99992741  =   0.99990574
 OG0669
 OG0669|---------------------------------------------------------------------|
 OG0669| PID    Reference Object                     Distance      Geod. Az  |
 OG0669|                                                           dddmmss.s |
 OG0669| CZ9771 BRINKWORTH RM 1                      19.921 METERS 08141     |
 OG0669| CZ9773 BRINKWORTH RM 3                                    0843632.2 |
 OG0669| OG0723 GRAND IS RAD STA WHLD E MAST        APPROX. 5.3 KM 1745630.7 |
 OG0669| OG0644 GRAND IS RAD STA WHLD W MAST        APPROX. 5.4 KM 1762301.5 |
 OG0669| CZ9772 BRINKWORTH RM 2                      25.383 METERS 18108     |
 OG0669| OG0730 HOOKER                              415.203 METERS 2061553.2 |
 OG0669|---------------------------------------------------------------------|
 OG0669
 OG0669                          SUPERSEDED SURVEY CONTROL
 OG0669
 OG0669  NAD 83(1986)-  43 03 11.29300(N)    078 59 48.52619(W) AD(       ) 1
 OG0669  NAD 27      -  43 03 11.09165(N)    078 59 49.37579(W) AD(       ) 1
 OG0669  NGVD 29 (07/19/86)  173.9    (m)          571.     (f) VERT ANG       
 OG0669
 OG0669.Superseded values are not recommended for survey control.
 OG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0669.See file dsdata.txt to determine how the superseded data were derived.
 OG0669
 OG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6313868663(NAD 83)
 OG0669_MARKER: DS = TRIANGULATION STATION DISK
 OG0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0669_STAMPING: BRINKWORTH 1972
 OG0669_PROJECTION: FLUSH
 OG0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0669
 OG0669  HISTORY     - Date     Condition        Report By
 OG0669  HISTORY     - 1972     MONUMENTED       NGS
 OG0669  HISTORY     - 1973     GOOD             IBC
 OG0669  HISTORY     - 1974     GOOD             NGS
 OG0669  HISTORY     - 1980     GOOD             NOS
 OG0669  HISTORY     - 1987     GOOD             USPSQD
 OG0669  HISTORY     - 19940709 GOOD             USPSQD
 OG0669  HISTORY     - 19960302 GOOD             FA
 OG0669  HISTORY     - 20020922 POOR             USPSQD
 OG0669
 OG0669                          STATION DESCRIPTION
 OG0669
 OG0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0669'THE STATION IS LOCATED 6 MILES WEST OF NORTH TONAWANDA, 1 MILE
 OG0669'SOUTH OF THE NIAGARA-ERIE COUNTY LINE, 0.3 MILE WEST OF INTERSTATE
 OG0669'190 AND IN THE NORTHWEST CORNER OF GRAND ISLAND ON PROPERTY OWNED
 OG0669'BY THE TOWN OF GRAND ISLAND.
 OG0669'
 OG0669'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 190 AND WEST
 OG0669'RIVER ROAD, WHICH IS THE LAST EXIT OF THE INTERSTATE GOING NORTH
 OG0669'IN THE TOWN OF GRAND ISLAND, GO WEST ON WEST RIVER ROAD FOR 0.35
 OG0669'MILE TO THE STATION ON THE RIGHT AT A WATER PUMP STATION.
 OG0669'
 OG0669'STATION MARK, STAMPED BRINKWORTH 1972, IS A STANDARD DISK SET IN
 OG0669'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT
 OG0669'IS 125 FEET EAST OF THE STEPS TO THE PUMPHOUSE, 79 FEET NORTH OF
 OG0669'THE CENTER OF WEST RIVER ROAD, 65.5 FEET WEST OF A METAL WITNESS
 OG0669'POST AND 35 FEET NORTHWEST OF A 6-INCH BY 6-INCH CONCRETE POST.
 OG0669'
 OG0669'REFERENCE MARK 1, STAMPED BRINKWORTH NO 1 1972, IS A STANDARD
 OG0669'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 OG0669'THE GROUND.  IT IS 54 FEET NORTH OF THE CENTER OF WEST RIVER ROAD,
 OG0669'51 FEET EAST OF A 6X6 INCH CONCRETE POST AND 1.6 FEET SOUTH OF
 OG0669'A METAL WITNESS POST.
 OG0669'
 OG0669'REFERENCE MARK 2, STAMPED BRINKWORTH NO 2 1972 IS A STANDARD DISK
 OG0669'SET IN A DRILL HOLE IN THE TOP OF A CONCRETE ROAD CURB.  THE
 OG0669'CURB PROJECTS ABOUT 6 INCHES.  IT IS 65.5 FEET SOUTHWEST OF THE
 OG0669'CONCRETE POST AND 12.3 FEET NORTH OF THE CENTER OF WEST RIVER
 OG0669'ROAD.
 OG0669'
 OG0669'REFERENCE MARK 3, STAMPED BRINKWORTH NO 3 1972 IS A STANDARD DISK
 OG0669'SET IN A DRILL HOLE IN A CONCRETE SIDEWALK OF A BRIDGE, PROJECTING
 OG0669'8 INCHES.  IT IS 12.8 FEET SOUTH OF THE CENTER OF WEST RIVER ROAD,
 OG0669'7 FEET EAST OF THE WEST END OF THE BRIDGE AND 4.3 FEET NORTH OF
 OG0669'THE SOUTH SIDE OF THE BRIDGE.
 OG0669'
 OG0669'TO REACH THE REFERENCE MARK 3 FROM THE STATION GO EAST ON WEST
 OG0669'RIVER ROAD FOR 0.35 MILE TO A BRIDGE THAT CROSSES OVER INTERSTATE
 OG0669'190 AND THE MARK AS DESCRIBED.
 OG0669'
 OG0669'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OG0669
 OG0669                          STATION RECOVERY (1973)
 OG0669
 OG0669'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0669'STATION RECOVERED IN GOOD CONDITION.
 OG0669
 OG0669                          STATION RECOVERY (1974)
 OG0669
 OG0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 OG0669'STATION MARK, RM NO. 1 AND RM NO. 3 WERE RECOVERED IN GOOD
 OG0669'CONDITION.  RM NO. 2 HAS BEEN BATTERED AND TURNED SO THAT THE
 OG0669'ARROW POINTS EAST, PARALLEL WITH THE CURB OF WEST RIVER ROAD
 OG0669'INSTEAD OF TOWARDS THE STATION MARK, HOWEVER THE MARK IS SOLID.
 OG0669'DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT CHECKED.
 OG0669'VIEW FROM STATION IS LIMITED TO ABOUT 1/2-MILE SOUTH ALONG
 OG0669'WEST RIVER ROAD, AND TO RM NO. 3 TO THE EAST.
 OG0669'
 OG0669'THE 1972 DESCRIPTION TO REACH STATION IS ADEQUATE.
 OG0669'
 OG0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OG0669'6 MILES WEST OF NORTH TONAWANDA.
 OG0669
 OG0669                          STATION RECOVERY (1980)
 OG0669
 OG0669'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0669'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AS DESCRIBED. NO
 OG0669'OTHER REFERENCE MARKS WERE SEARCHED FOR.
 OG0669'
 OG0669'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.77 METERS.
 OG0669'
 OG0669'RECOVERED BY B DECROIX
 OG0669
 OG0669                          STATION RECOVERY (1987)
 OG0669
 OG0669'RECOVERY NOTE BY US POWER SQUADRON 1987 (GGH)
 OG0669'RECOVERED IN GOOD CONDITION.
 OG0669
 OG0669                          STATION RECOVERY (1994)
 OG0669
 OG0669'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0669'RECOVERED IN GOOD CONDITION.
 OG0669
 OG0669                          STATION RECOVERY (1996)
 OG0669
 OG0669'RECOVERY NOTE BY FISHER ASSOCIATES 1996 (RHF)
 OG0669'RM 1 - UNABLE TO LOCATE/ NEW WATERLINE CONST IN AREA/ FOUND WITNESS
 OG0669'POST LAYING IN WOODS.  RM 2 - UNABLE TO LOCATE/POSSIBLY PAVED OVER. RM
 OG0669'3 - RECOVERED AS DESCRIBED.  NEW TIES NE COR CHAIN LINK FENCE - 39.40
 OG0669'FT (12.01 M) NW.  SE CONCRETE CHAIN LINK FENCE - 59.80 FT (18.23 M)
 OG0669'SW.  6 INCHES X 6 INCHES CONCRETE POST - 34.90 S-SE. CENTERLINE
 OG0669'WATERLINE MANHOLE - 50.15 FT (15.29 M) NNW.  GPS VISIBILITY GOOD.
 OG0669
 OG0669                          STATION RECOVERY (2002)
 OG0669
 OG0669'RECOVERY NOTE BY US POWER SQUADRON 2002 (MM)
 OG0669'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2054 ***********************************************************************
 PG2054  DESIGNATION -  BRISTOL
 PG2054  PID         -  PG2054
 PG2054  STATE/COUNTY-  NY/ESSEX
 PG2054  USGS QUAD   -  
 PG2054
 PG2054                         *CURRENT SURVEY CONTROL
 PG2054  ___________________________________________________________________
 PG2054* NAD 83(1996)-  44 21 05.71742(N)    073 26 19.46493(W)     ADJUSTED  
 PG2054* NAVD 88     -       367.8    (meters)    1207.     (feet)  VERTCON   
 PG2054  ___________________________________________________________________
 PG2054  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 PG2054  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 PG2054
 PG2054  HORZ ORDER  -  SECOND
 PG2054
 PG2054.The horizontal coordinates were established by classical geodetic methods
 PG2054.and adjusted by the National Geodetic Survey in January 1999..
 PG2054
 PG2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2054
 PG2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2054
 PG2054.The geoid height was determined by GEOID03.
 PG2054
 PG2054;                    North         East     Units Scale Factor Converg.
 PG2054;SPC NY E     -   613,374.159   234,607.000   MT  0.99998801   +0 44 30.9
 PG2054;SPC NY E     - 2,012,378.39    769,706.47   sFT  0.99998801   +0 44 30.9
 PG2054;SPC VT       -   206,134.662   425,155.854   MT  1.00003315   -0 39 22.6
 PG2054;UTM  18      - 4,912,109.452   624,431.445   MT  0.99979041   +1 05 29.6
 PG2054
 PG2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2054!SPC NY E     -   0.99994687  x   0.99998801  =   0.99993488
 PG2054!SPC VT       -   0.99994687  x   1.00003315  =   0.99998002
 PG2054!UTM  18      -   0.99994687  x   0.99979041  =   0.99973730
 PG2054
 PG2054:                Primary Azimuth Mark                     Grid Az
 PG2054:SPC NY E     -  BRISTOL AZ MK                            095 50 58.3
 PG2054:SPC VT       -  BRISTOL AZ MK                            097 14 51.8
 PG2054:UTM  18      -  BRISTOL AZ MK                            095 29 59.6
 PG2054
 PG2054|---------------------------------------------------------------------|
 PG2054| PID    Reference Object                     Distance      Geod. Az  |
 PG2054|                                                           dddmmss.s |
 PG2054| PG0732 BRISTOL AZ MK                                      0963529.2 |
 PG2054| PG1935 EAST CHARLOTTE ATT RELAY MAST       APPROX.20.6 KM 1015933.5 |
 PG2054| DA4912 BRISTOL RM 1                         14.526 METERS 14413     |
 PG2054| DA4913 BRISTOL RM 2                         23.884 METERS 22931     |
 PG2054|---------------------------------------------------------------------|
 PG2054
 PG2054                          SUPERSEDED SURVEY CONTROL
 PG2054
 PG2054  NAD 83(1996)-  44 21 05.71897(N)    073 26 19.46570(W) AD(       ) 2
 PG2054  NAD 83(1992)-  44 21 05.71764(N)    073 26 19.46697(W) AD(       ) 2
 PG2054  NAD 83(1986)-  44 21 05.72355(N)    073 26 19.46632(W) AD(       ) 2
 PG2054  NAD 27      -  44 21 05.54660(N)    073 26 20.99750(W) AD(       ) 2
 PG2054  NGVD 29 (07/19/86)  368.0    (m)         1207.     (f) VERT ANG       
 PG2054
 PG2054.Superseded values are not recommended for survey control.
 PG2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2054.See file dsdata.txt to determine how the superseded data were derived.
 PG2054
 PG2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2443112109(NAD 83)
 PG2054_MARKER: DS = TRIANGULATION STATION DISK
 PG2054_SETTING: 66 = SET IN ROCK OUTCROP
 PG2054
 PG2054  HISTORY     - Date     Condition        Report By
 PG2054  HISTORY     - 1961     MONUMENTED       CGS
 PG2054  HISTORY     - 1972     GOOD             LOCSUR
 PG2054
 PG2054                          STATION DESCRIPTION
 PG2054
 PG2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2054'STATION IS LOCATED ON THE SUMMIT OF A HIGH PROMINENT MOUNTAIN,
 PG2054'LOCALLY KNOWN AS BRISTOL MOUNTAIN ABOUT 2-1/2 MILES WEST-SOUTHWEST OF
 PG2054'WILLSBORO AND ABOUT 5.0 MILES NORTHWEST OF ESSEX.  STATION,
 PG2054'A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN
 PG2054'OUTCROPPING ROCK AND STAMPED BRISTOL 1961 IS 10.3 FEET WEST OF AN
 PG2054'OAK TREE WITH METAL WITNESS SIGN.
 PG2054'
 PG2054'TO REACH FROM THE WEST END OF THE BRIDGE OVER THE BOQUET RIVER IN
 PG2054'WILLSBORO, GO WESTERLY ON STATE HIGHWAY NO. 22 FOR 0.1 MILE TO SIDE
 PG2054'ROAD LEFT.  TURN LEFT AND GO WESTERLY ON SURFACED ROAD FOR 1.7
 PG2054'MILES TO A SIDE ROAD RIGHT AND AZIMUTH MARK ON RIGHT AS DESCRIBED.
 PG2054'TURN RIGHT AND GO NORTHWESTERLY FOR 1.5 MILES TO OLD FARM
 PG2054'BUILDINGS ON EACH SIDE OF ROAD.  CONTINUE NORTHWESTERLY 0.05
 PG2054'MILE TO A DIM SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON TRACK
 PG2054'ROAD FOR 0.25 MILE TO OLD BUILDING SITE IN MEADOW.  TURN LEFT AND
 PG2054'GO SOUTHERLY ON WOODS ROAD FOR 0.15 MILE TO A 3 WAY FORK.  TAKE
 PG2054'CENTER FORK AND GO 0.5 MILE TO FORK.  TAKE LEFT FORK AND GO 0.15
 PG2054'MILE TO TRIANGLE BLAZED TREE AND END OF TRUCK TRAVEL.  PACK ALONG
 PG2054'CLEARED TRAIL FOR ABOUT 10 MINUTES TO THE TOP OF MOUNTAIN AND
 PG2054'STATION AS DESCRIBED.
 PG2054'
 PG2054'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 PG2054'IN OUTCROPPING ROCK AND STAMPED BRISTOL NO 1 1961 IS 10 FEET SOUTH
 PG2054'OF A 12 INCH OAK TREE.
 PG2054'
 PG2054'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE
 PG2054'IN OUTCROPPING ROCK AND STAMPED BRISTOL NO 2 1961, IS 13-1/2 FEET
 PG2054'NORTH OF A PINE TREE.
 PG2054'
 PG2054'AZIMUTH MARK, A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN A
 PG2054'BOULDER AND STAMPED BRISTOL 1961, IS 24-1/2 FEET NORTHEAST OF THE
 PG2054'APPROXIMATE CENTERLINE OF SURFACED ROAD, 3.5 FEET WEST OF STEEL
 PG2054'WITNESS POST WITH METAL SIGN, 34 FEET NORTHEAST OF A LARGE PINE
 PG2054'TREE AND ABOUT 25 YARDS EAST OF SIDE ROAD.
 PG2054'
 PG2054'HEIGHT OF LIGHT ABOVE STATION MARK 18.75 METERS.
 PG2054
 PG2054                          STATION RECOVERY (1972)
 PG2054
 PG2054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 PG2054'RECOVERY BY JOHN DEMING, LAND SURVEYOR.
 PG2054'
 PG2054'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 PG2054'CONDITION. THE STATION AND AZIMUTH MARK ARE NOT USABLE BY ANYONE
 PG2054'WITHOUT THE TOWER RESOURCES OF YOUR ORGANIZATION, OR WITHOUT
 PG2054'EXTENSIVE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1894 ***********************************************************************
 NB1894  DESIGNATION -  BRISTOL
 NB1894  PID         -  NB1894
 NB1894  STATE/COUNTY-  NY/ONTARIO
 NB1894  USGS QUAD   -  BRISTOL SPRINGS (1978)
 NB1894
 NB1894                         *CURRENT SURVEY CONTROL
 NB1894  ___________________________________________________________________
 NB1894* NAD 83(1996)-  42 42 00.77553(N)    077 24 30.32168(W)     ADJUSTED  
 NB1894* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 NB1894  ___________________________________________________________________
 NB1894  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NB1894  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NB1894
 NB1894  HORZ ORDER  -  FIRST
 NB1894
 NB1894.The horizontal coordinates were established by classical geodetic methods
 NB1894.and adjusted by the National Geodetic Survey in January 1999..
 NB1894
 NB1894.The orthometric height was scaled from a topographic map.
 NB1894
 NB1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1894
 NB1894.The geoid height was determined by GEOID03.
 NB1894
 NB1894;                    North         East     Units Scale Factor Converg.
 NB1894;SPC NY C     -   300,199.200   182,399.295   MT  0.99999370   -0 33 34.4
 NB1894;SPC NY C     -   984,903.54    598,421.69   sFT  0.99999370   -0 33 34.4
 NB1894;SPC NY W     -   300,538.479   446,262.325   MT  1.00005146   +0 47 48.6
 NB1894;SPC NY W     -   986,016.66  1,464,112.31   sFT  1.00005146   +0 47 48.6
 NB1894;UTM  18      - 4,730,337.609   302,737.021   MT  1.00007876   -1 38 01.8
 NB1894
 NB1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1894!SPC NY C     -   0.99989681  x   0.99999370  =   0.99989051
 NB1894!SPC NY W     -   0.99989681  x   1.00005146  =   0.99994826
 NB1894!UTM  18      -   0.99989681  x   1.00007876  =   0.99997556
 NB1894
 NB1894:                Primary Azimuth Mark                     Grid Az
 NB1894:SPC NY C     -  WILLIAMS                                 092 04 06.7
 NB1894:SPC NY W     -  WILLIAMS                                 090 42 43.7
 NB1894:UTM  18      -  WILLIAMS                                 093 08 34.1
 NB1894
 NB1894|---------------------------------------------------------------------|
 NB1894| PID    Reference Object                     Distance      Geod. Az  |
 NB1894|                                                           dddmmss.s |
 NB1894| NB1888 WILLIAMS                            APPROX. 6.9 KM 0913032.3 |
 NB1894| NB1893 NO 424 NYSS 1939                      2.660 METERS 14639     |
 NB1894| CZ4123 BRISTOL RM 1                         27.055 METERS 30747     |
 NB1894|---------------------------------------------------------------------|
 NB1894
 NB1894                          SUPERSEDED SURVEY CONTROL
 NB1894
 NB1894  NAD 83(1986)-  42 42 00.78356(N)    077 24 30.31510(W) AD(       ) 1
 NB1894  NAD 27      -  42 42 00.53800(N)    077 24 31.36200(W) AD(       ) 1
 NB1894
 NB1894.Superseded values are not recommended for survey control.
 NB1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1894.See file dsdata.txt to determine how the superseded data were derived.
 NB1894
 NB1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0273730338(NAD 83)
 NB1894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1894
 NB1894  HISTORY     - Date     Condition        Report By
 NB1894  HISTORY     - 1939     MONUMENTED       CGS
 NB1894  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1894  HISTORY     - 19951013 GOOD             USPSQD
 NB1894
 NB1894                          STATION DESCRIPTION
 NB1894
 NB1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1894'STATION IS LOCATED ON THE WOODED SUMMIT OF GANNETT HILL, ABOUT
 NB1894'6 MILES NORTH OF NAPLES AND 2-1/4 MILES WEST OF THE WEST SHORE
 NB1894'OF CANANDAIGUA LAKE ON THE PROPERTY OF MR. JOHN SINGLETON.  IT
 NB1894'IS 15 FEET WEST OF A 6-INCH TREE WITH A TRIANGULAR BLAZE, IN
 NB1894'THICK WOODS.
 NB1894'
 NB1894'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NB1894'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1894'
 NB1894'REFERENCE MARK NO.1 IS AT THE NORTH END OF A CLEARING NORTH OF
 NB1894'THE STATION.
 NB1894'
 NB1894'NYSS NO.424 IS A GRANITE MONUMENT ABOUT 5- BY 5 INCHES,
 NB1894'PROJECTING 6 INCHES ABOVE THE GROUND, WITH DIAGONAL GROOVES CUT
 NB1894'ACROSS THE TOP, THE LETTERS NYSS CUT ON TWO OF ITS SIDES AND
 NB1894'THE FIGURES 424 CUT ON A THIRD SIDE.
 NB1894'
 NB1894'NO SUITABLE PLACE COULD BE SELECTED FOR AN AZIMUTH DUE TO
 NB1894'THICK BRUSH.
 NB1894'
 NB1894'STATION IS REACHED AS FOLLOWS--FROM THE TRAFFIC LIGHT AT THE
 NB1894'INTERSECTION OF MAIN AND MECHANIC STREETS IN NAPLES GO
 NB1894'NORTHEAST ON STATE HIGHWAY NO.39 AND 21 FOR 0.85 MILE TO A Y,
 NB1894'CONTINUE ON ROUTE NO.21 AND GO 0.4 MILE TO Y AT RAILROAD
 NB1894'CROSSING.  BEAR LEFT ON GRAVEL ROAD AND GO 2.6 MILES TO
 NB1894'CROSSROADS (SEAMAN CORNERS).  CONTINUE STRAIGHT AHEAD
 NB1894'2.7 MILES TO SMALL WHITE SCHOOL ON THE RIGHT.  CONTINUE
 NB1894'0.5 MILE TO FARM ROAD ON THE LEFT.  TURN LEFT AND GO PAST
 NB1894'ABANDONED FARM BUILDINGS ON RIGHT AND THEN BEAR RIGHT AND GO
 NB1894'0.4 MILE TO THE NORTHWEST CORNER OF FIELD AT THE EDGE OF
 NB1894'WOODS (A STRIP OF TREES EXTENDS EAST FROM THE WOODS AT THIS
 NB1894'POINT).  THIS IS THE END OF TRUCK TRAVEL.  GO THROUGH
 NB1894'STRIP OF TREES AND FOLLOW THE EDGE OF WOODS NORTH ALONG
 NB1894'EDGE OF ADJACENT FIELD AND GO 300 YARDS TO ANOTHER STRIP
 NB1894'OF TREES, PUSH THROUGH THESE, THEN TURN LEFT AND FOLLOW
 NB1894'EDGE OF WOODS ABOUT 60 YARDS TO 12-INCH TREE WITH
 NB1894'TRIANGULAR BLAZE AT SOUTHWEST CORNER OF THIRD FIELD.
 NB1894'PICK UP BLAZED TRAIL AND FOLLOW IT WEST ABOUT 300 YARDS
 NB1894'TO STATION IN CLEARING ON SUMMIT OF HILL.
 NB1894'
 NB1894'A 4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED
 NB1894'U.S. TRIANGULATION WAS SET AT STATION.  IT PROJECTS 2 FEET ABOVE
 NB1894'THE GROUND.
 NB1894
 NB1894                          STATION RECOVERY (1974)
 NB1894
 NB1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1894'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  NO AZIMUTH MARK
 NB1894'WAS ESTABLISHED FOR THIS STATION.  DISTANCE AND ANGLES TO THE
 NB1894'REFERENCE MARKS WERE NOT CHECKED.  STATION IS COMPLETELY
 NB1894'BLOCKED BY TREES AND AN OBSERVATORY BUILDING.
 NB1894'
 NB1894'STATION IS LOCATED AT THE SITE OF AN OBSERVATORY OF THE
 NB1894'UNIVERSITY OF ROCHESTER, ON A 5-FOOT-HIGH MOUND SOUTHEAST OF
 NB1894'THE OBSERVATORY BUILDING.  STATION MARK IS A STANDARD DISK
 NB1894'STAMPED BRISTOL 1939, SET IN THE TOP OF A SQUARE CONCRETE
 NB1894'MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 31.2 FEET
 NB1894'SOUTHEAST OF SOUTHEAST CORNER OF THE OBSERVATORY BUILDING,
 NB1894'42.7 FEET SOUTHEAST OF SOUTHWEST CORNER OF THE BUILDING, AND
 NB1894'2 FEET NORTH-NORTHWEST OF A WITNESS POST.
 NB1894'
 NB1894'RM NO.1 IS A STANDARD DISK STAMPED BRISTOL NO 1 1939, SET IN
 NB1894'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NB1894'GROUND.  IT IS 36.0 FEET NORTHEAST OF NORTHWEST CORNER OF THE
 NB1894'OBSERVATORY, 31.8 FEET NORTHWEST OF NORTHEAST CORNER OF THE
 NB1894'BUILDING AND 8 FEET WEST-SOUTHWEST OF RANGE OF EAST SIDE OF THE
 NB1894'BUILDING.
 NB1894'
 NB1894'NYSS NO 424 IS A 5-INCH-SQUARE GRANITE POST WITH AN X CHISELED
 NB1894'INTO THE TOP, THE NUMBERS 424 CHISELED INTO THE NORTH SIDE, AND
 NB1894'NY CHISELED INTO THE WEST SIDE.  THE POST PROJECTS 6 INCHES
 NB1894'ABOVE GROUND AND IS 0.4 FOOT EAST-NORTHEAST OF RANGE OF EAST
 NB1894'SIDE OF THE OBSERVATORY BUILDING.
 NB1894'
 NB1894'TO REACH STATION FROM THE JUNCTION OF NY RTES. 21 AND 245 IN
 NB1894'NAPLES, GO NORTH ON RTE. 21 FOR 0.3 MILE TO FORK.  BEAR LEFT
 NB1894'AND GO NORTH ON COUNTY RTE. 12 FOR 2.0 MILES TO A FORK.  TAKE
 NB1894'LEFT FORK AND FOLLOW RINE RD. NORTH, THROUGH SEAMAN CORNERS,
 NB1894'FOR 3.5 MILES TO THE ENTRANCE TO THE UNIVERSITY OF
 NB1894'ROCHESTER OBSERVATORY ON LEFT.  FOLLOW WINDING DRIVEWAY TO
 NB1894'STATION BY OBSERVATORY.
 NB1894'
 NB1894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1894'6 MILES NORTH OF NAPLES.
 NB1894
 NB1894                          STATION RECOVERY (1995)
 NB1894
 NB1894'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1902 ***********************************************************************
 NB1902  DESIGNATION -  BRISTOL
 NB1902  PID         -  NB1902
 NB1902  STATE/COUNTY-  NY/ONTARIO
 NB1902  USGS QUAD   -  BRISTOL CENTER (1976)
 NB1902
 NB1902                         *CURRENT SURVEY CONTROL
 NB1902  ___________________________________________________________________
 NB1902* NAD 83(1996)-  42 48 13.71031(N)    077 27 10.48799(W)     ADJUSTED  
 NB1902* NAVD 88     -       471.4    (meters)    1547.     (feet)  VERTCON   
 NB1902  ___________________________________________________________________
 NB1902  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 NB1902  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 NB1902
 NB1902  HORZ ORDER  -  FIRST
 NB1902
 NB1902.The horizontal coordinates were established by classical geodetic methods
 NB1902.and adjusted by the National Geodetic Survey in January 1999..
 NB1902
 NB1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1902
 NB1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1902
 NB1902.The geoid height was determined by GEOID03.
 NB1902
 NB1902;                    North         East     Units Scale Factor Converg.
 NB1902;SPC NY C     -   311,743.077   178,872.657   MT  0.99999972   -0 35 27.2
 NB1902;SPC NY C     - 1,022,777.08    586,851.38   sFT  0.99999972   -0 35 27.2
 NB1902;SPC NY W     -   311,996.130   442,462.958   MT  1.00004264   +0 46 05.4
 NB1902;SPC NY W     - 1,023,607.30  1,451,647.22   sFT  1.00004264   +0 46 05.4
 NB1902;UTM  18      - 4,741,946.683   299,427.348   MT  1.00009495   -1 40 02.2
 NB1902
 NB1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1902!SPC NY C     -   0.99993145  x   0.99999972  =   0.99993117
 NB1902!SPC NY W     -   0.99993145  x   1.00004264  =   0.99997409
 NB1902!UTM  18      -   0.99993145  x   1.00009495  =   1.00002640
 NB1902
 NB1902|---------------------------------------------------------------------|
 NB1902| PID    Reference Object                     Distance      Geod. Az  |
 NB1902|                                                           dddmmss.s |
 NB1902| CZ4127 BRISTOL RM 2                          7.235 METERS 23354     |
 NB1902| CZ4125 BRISTOL AZ MK RESET                                2394309.5 |
 NB1902| CZ4124 BRISTOL AZ MK                                      2402030.9 |
 NB1902| CZ4126 BRISTOL RM 1                          6.368 METERS 32200     |
 NB1902|---------------------------------------------------------------------|
 NB1902
 NB1902                          SUPERSEDED SURVEY CONTROL
 NB1902
 NB1902  NAD 83(1986)-  42 48 13.71900(N)    077 27 10.48152(W) AD(       ) 1
 NB1902  NAD 27      -  42 48 13.48559(N)    077 27 11.50737(W) AD(       ) 1
 NB1902  NGVD 29 (07/19/86)  471.5    (m)         1547.     (f) VERT ANG       
 NB1902
 NB1902.Superseded values are not recommended for survey control.
 NB1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1902.See file dsdata.txt to determine how the superseded data were derived.
 NB1902
 NB1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9942741947(NAD 83)
 NB1902_MARKER: DD = SURVEY DISK
 NB1902_SETTING: 0 = UNSPECIFIED SETTING
 NB1902
 NB1902  HISTORY     - Date     Condition        Report By
 NB1902  HISTORY     - 1929     MONUMENTED       NY5230
 NB1902  HISTORY     - 1943     GOOD             CGS
 NB1902  HISTORY     - 1953     GOOD             NYDPW
 NB1902  HISTORY     - 1974     GOOD             NGS
 NB1902
 NB1902                          STATION DESCRIPTION
 NB1902
 NB1902'DESCRIBED BY CITY OF ROCHESTER NEW YORK 1929 (AHW)
 NB1902'LOCATED ABOUT 3 MILES ALONG THE SULLIVAN HIGHWAY OUT OF THE
 NB1902'VILLAGE OF HONEOYE TO THE INTERSECTION OF SAID HIGHWAY AND THE
 NB1902'BRISTOL CENTER HONEOYE ROAD.  FROM THIS INTERSECTION 1.3 MILES
 NB1902'TO THE LEON PESTLE FARM LOCATED NEAR GLADDINGS CORNERS.  THE POINT
 NB1902'IS A STANDARD DISK SET IN AN UNDERGROUND MARKER LOCATED ON THE
 NB1902'HIGH POINT OF THE HILL NORTH OF THE BARNS OF SAID FARM.  IT IS
 NB1902'NEAR A FENCE LINE DIVIDING THE FIELD AND PASTURE LANDS OF THE
 NB1902'FARM, SAID FENCE LINE RUNNING NORTH AND SOUTH.
 NB1902'
 NB1902'TWO REFERENCE MARKERS OF 4 INCH IRON PIPE FILLED AND EMBEDDED IN
 NB1902'CONCRETE AND PROJECTING 6 INCHES ABOVE THE GROUND ARE ON THE
 NB1902'EAST SIDE OF THE FENCE LINE.
 NB1902
 NB1902                          STATION RECOVERY (1943)
 NB1902
 NB1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1902'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 NB1902'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 NB1902'
 NB1902'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF EAST BLOOMFIELD,
 NB1902'6.5 MILES WEST OF CHESHIRE, AND 4.0 MILES EAST OF HONEOYE, ON
 NB1902'LAND OWNED AND OCCUPIED BY MRS. ELSIE A. PESTLE.  IT IS 0.15
 NB1902'MILE NORTH OF THE PESTLE FARM HOUSE, ON THE HIGHEST POINT OF A
 NB1902'HILL, 1 FOOT NORTH OF AN EAST AND WEST FENCE LINE, 10-FEET EAST
 NB1902'OF THE CORNER OF THE NORTH, SOUTH, EAST AND WEST FENCE LINES.
 NB1902'THE DISK IS A BRONZE DISK OF THE ROCHESTER WATER WORKS, SET IN
 NB1902'CONCRETE 1 FOOT BELOW THE SURFACE OF THE GROUND.
 NB1902'
 NB1902'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 1 FOOT EAST
 NB1902'OF THE NORTH AND SOUTH FENCE LINE.  THE MARK IS A FOUR-INCH
 NB1902'CAST IRON PIPE FILLED AND EMBEDDED IN CONCRETE, WITH A COPPER
 NB1902'BOLT IN THE CENTER, THE PIPE PROJECTS 1 FOOT.
 NB1902'
 NB1902'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION, 1 FOOT EAST
 NB1902'OF THE NORTH AND SOUTH FENCE LINE.  THE MARK IS A FOUR-INCH CAST
 NB1902'IRON PIPE FILLED AND EMBEDDED IN CONCRETE, WITH A COPPER BOLT
 NB1902'IN THE CENTER, THE PIPE PROJECTS 1 FOOT.
 NB1902'
 NB1902'A NEW AZIMUTH MARK WAS SET 0.35 MILE SOUTHWEST OF THE STATION,
 NB1902'ON THE HIGHEST POINT OF A HILL, 30 FEET SOUTH OF THE CENTER OF THE
 NB1902'GRAVEL ROAD, 10 FEET SOUTH OF A TELEPHONE POLE, IN THE NORTH EDGE
 NB1902'OF A FIELD.  IT IS A STANDARD U.S.C. AND G.S BRONZE DISK SET IN
 NB1902'A 12 BY 12 CONCRETE BLOCK.  THE DISK IS STAMPED
 NB1902'BRISTOL 1943, AND PROJECTS 6-INCHES.  TO REACH FROM THE
 NB1902'STATION.  GO BACK TO THE PESTLE FARM HOUSE AND GRAVEL ROAD.
 NB1902'TURN RIGHT AND GO WEST FOR 0.35 MILE TO THE TOP OF THE HILL, AND
 NB1902'MARK ON THE LEFT AS DESCRIBED.
 NB1902'
 NB1902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20A, AND
 NB1902'STATE ROUTE 64, WHICH IS 0.2 MILE WEST OF THE SMALL SETTLEMENT
 NB1902'OF VINCENT.  GO WEST AND SOUTHWEST ON 20A FOR 3.75 MILE TO A
 NB1902'SIDE ROAD LEFT AT GLENNS GARAGE ON THE RIGHT.  TURN LEFT AND
 NB1902'GO SOUTH ON MACADAM ROAD FOR 0.75 MILE TO CROSS-ROADS.  TURN
 NB1902'LEFT AND GO EAST ON ASPHALT AND GRAVEL ROAD FOR 0.5 MILE TO THE
 NB1902'PESTLE FARM HOUSE ON THE LEFT.  TURN LEFT INTO THE DRIVEWAY,
 NB1902'PASSING BETWEEN HOUSE AND BARN, THEN NORTH BETWEEN TWO BARNS,
 NB1902'AND THROUGH A POLE GATE, CONTINUING IN A NORTHERLY DIRECTION FOR
 NB1902'0.2 MILE TO THE HIGHEST PART OF THE HILL AND STATION AS DESCRIBED.
 NB1902'
 NB1902'NOTE--OBSERVATIONS MADE FROM A 12-FOOT WOODEN STAND.
 NB1902
 NB1902                          STATION RECOVERY (1953)
 NB1902
 NB1902'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1953 (EGY)
 NB1902'THE AZIMUTH MARK WAS DESTROYED DUE TO HIGHWAY CONSTRUCTION.  A
 NB1902'NEW AZIMUTH MARK WAS SET.  MARK IS LOCATED 81.47 FT. SW OF ITS
 NB1902'OLD LOCATION, AND 63.5 FT. S OF THE CENTER LINE OF A NEW PAVED
 NB1902'HIGHWAY.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED BRISTOL 1943
 NB1902'RESET 1953.
 NB1902
 NB1902                          STATION RECOVERY (1974)
 NB1902
 NB1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1902'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NB1902'TO REFERENCE MARKS WERE NOT CHECKED.  DIRECTION LISTED FOR RM 2
 NB1902'IN THE 1943 DESCRIPTION IS INCORRECT.  IT IS SW FROM STATION
 NB1902'INSTEAD OF NE.  VIEW FROM STATION IS GOOD IN ALL DIRECTIONS.
 NB1902'
 NB1902'STATION IS LOCATED ON THE PESTLE FARM, ON A HILL AT A FENCE
 NB1902'CORNER, ABOUT 600 FEET NORTHEAST OF LARGE BARN.  STATION IS MARKED
 NB1902'BY A USC AND GS-ROCHESTER WATER WORKS BRONZE DISK STAMPED RWW,
 NB1902'SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES BELOW GROUND.  IT
 NB1902'IS 18 FEET EAST OF T-FENCE CORNER AND 1 FOOT NORTH OF THE
 NB1902'EAST-WEST FENCE.
 NB1902'
 NB1902'RM NO. 1 IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE, PROJECTING
 NB1902'12 INCHES FROM GROUND, WITH A COPPER BOLT IN THE CENTER.  IT IS 1
 NB1902'FOOT EAST OF NORTH-SOUTH FENCE.
 NB1902'
 NB1902'RM NO. 2 IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE, PROJECTING
 NB1902'12 INCHES FROM GROUND, WITH A COPPER BOLT IN THE CENTER.  IT IS 1
 NB1902'FOOT EAST OF THE NORTH-SOUTH FENCE.
 NB1902'
 NB1902'AZIMUTH MARK IS A STANDARD DISK STAMPED BRISTOL 1943 RESET 1953,
 NB1902'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 NB1902'FROM GROUND.  IT IS 65 FEET SOUTH OF THE CENTER LINE OF COUNTY
 NB1902'RTE. 32, 5 FEET SOUTH OF EDGE OF CUTBANK, AND 20 FEET HIGHER THAN
 NB1902'ROAD, AT THE BEGINNING OF A CURVE IN THE ROAD TO THE NORTH.
 NB1902'
 NB1902'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 20A AND
 NB1902'NY RTE. 64 IN BRISTOL VALLEY, GO WEST ON U.S. HIGHWAY 20A FOR
 NB1902'3.75 MILES TO A CROSSROAD.  GO LEFT ON COUNTY RTE. 32 FOR
 NB1902'0.5 MILE.  TAKE LEFT FORK AND GO EAST 0.15 MILE TO AZIMUTH MARK
 NB1902'ON RIGHT.  CONTINUE AHEAD FOR 0.35 MILE TO THE PESTLE FARM ON
 NB1902'LEFT AND STATION TO NORTHEAST.
 NB1902'
 NB1902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1902'4 MILES EAST OF HONEOYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0732 ***********************************************************************
 PG0732  DESIGNATION -  BRISTOL AZ MK
 PG0732  PID         -  PG0732
 PG0732  STATE/COUNTY-  NY/ESSEX
 PG0732  USGS QUAD   -  
 PG0732
 PG0732                         *CURRENT SURVEY CONTROL
 PG0732  ___________________________________________________________________
 PG0732* NAD 83(1986)-  44 20 57.     (N)    073 24 59.     (W)     SCALED    
 PG0732* NAVD 88     -        82.885  (meters)     271.93   (feet)  ADJUSTED  
 PG0732  ___________________________________________________________________
 PG0732  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PG0732  DYNAMIC HT  -          82.875 (meters)     271.90  (feet)  COMP
 PG0732  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 PG0732
 PG0732  VERT ORDER  -  FIRST     CLASS I
 PG0732
 PG0732.The horizontal coordinates were scaled from a topographic map and have
 PG0732.an estimated accuracy of +/- 6 seconds.
 PG0732
 PG0732.The orthometric height was determined by differential leveling
 PG0732.and adjusted by the National Geodetic Survey in June 1991..
 PG0732
 PG0732.The geoid height was determined by GEOID03.
 PG0732
 PG0732.The dynamic height is computed by dividing the NAVD 88
 PG0732.geopotential number by the normal gravity value computed on the
 PG0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0732.degrees latitude (g = 980.6199 gals.).
 PG0732
 PG0732.The modeled gravity was interpolated from observed gravity values.
 PG0732
 PG0732;                    North         East    Units  Estimated Accuracy
 PG0732;SPC NY E     -   613,130.      236,390.      MT  (+/- 180 meters Scaled)
 PG0732
 PG0732                          SUPERSEDED SURVEY CONTROL
 PG0732
 PG0732  NGVD 29 (??/??/??)   83.035  (m)          272.42   (f) ADJUSTED    1 1
 PG0732
 PG0732.Superseded values are not recommended for survey control.
 PG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0732.See file dsdata.txt to determine how the superseded data were derived.
 PG0732
 PG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ262118(NAD 83)
 PG0732_MARKER: DZ = AZIMUTH MARK DISK
 PG0732_SETTING: 80 = SET IN A BOULDER
 PG0732_SP_SET: BOULDER
 PG0732_STAMPING: BRISTOL 1961
 PG0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0732+STABILITY: SURFACE MOTION
 PG0732
 PG0732  HISTORY     - Date     Condition        Report By
 PG0732  HISTORY     - 1961     MONUMENTED       CGS
 PG0732  HISTORY     - 1973     GOOD             NGS
 PG0732
 PG0732                          STATION DESCRIPTION
 PG0732
 PG0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0732'1.9 MI SW FROM WILLSBORO.
 PG0732'ABOUT 0.95 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0732'STATION AT WILLSBORO TO AN ASPHALT ROAD CROSSING AND INTERPACE
 PG0732'CORPORATION BUILDING, THENCE 0.95 MILE SOUTHWEST ALONG ASPHALT ROAD
 PG0732'(REBER ROAD) 0.15 MILE SOUTHWEST OF A SET OF FARM BUILDINGS WITH ROAD
 PG0732'SEPARATING HOUSE FROM BARN AND SILO, 111 FEET NORTHEAST OF CENTER OF
 PG0732'JUNCTION WITH A NARROW DIRT ROAD LEADING WEST, 33 1/2 FEET NORTHEAST
 PG0732'OF A 36-INCH PINE TREE, 24 FEET NORTHWEST OF CENTER OF THE ROAD, SET
 PG0732'IN TOP OF A 6 X 7 FOOT BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND,
 PG0732'ABOUT 4 1/2 FEET ABOVE THE ROAD.  NOTE--DISK IS LEANING SLIGHTLY TO
 PG0732'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2518 ***********************************************************************
 KU2518  DESIGNATION -  BROAD
 KU2518  PID         -  KU2518
 KU2518  STATE/COUNTY-  NY/NASSAU
 KU2518  USGS QUAD   -  AMITYVILLE (1979)
 KU2518
 KU2518                         *CURRENT SURVEY CONTROL
 KU2518  ___________________________________________________________________
 KU2518* NAD 83(1996)-  40 42 22.43858(N)    073 27 39.72698(W)     ADJUSTED  
 KU2518* NAVD 88     -        17.9    (meters)      59.     (feet)  VERTCON   
 KU2518  ___________________________________________________________________
 KU2518  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KU2518  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU2518
 KU2518  HORZ ORDER  -  FIRST
 KU2518
 KU2518.The horizontal coordinates were established by classical geodetic methods
 KU2518.and adjusted by the National Geodetic Survey in January 1999..
 KU2518
 KU2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2518
 KU2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2518
 KU2518.The geoid height was determined by GEOID03.
 KU2518
 KU2518;                    North         East     Units Scale Factor Converg.
 KU2518;SPC NY L     -    60,056.659   345,546.255   MT  0.99999804   +0 21 09.1
 KU2518;SPC NY L     -   197,035.89  1,133,679.67   sFT  0.99999804   +0 21 09.1
 KU2518;UTM  18      - 4,507,285.796   630,004.607   MT  0.99980803   +1 00 13.8
 KU2518
 KU2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2518!SPC NY L     -   1.00000208  x   0.99999804  =   1.00000012
 KU2518!UTM  18      -   1.00000208  x   0.99980803  =   0.99981011
 KU2518
 KU2518:                Primary Azimuth Mark                     Grid Az
 KU2518:SPC NY L     -  BROAD AZ MK                              000 12 30.6
 KU2518:UTM  18      -  BROAD AZ MK                              359 33 25.9
 KU2518
 KU2518|---------------------------------------------------------------------|
 KU2518| PID    Reference Object                     Distance      Geod. Az  |
 KU2518|                                                           dddmmss.s |
 KU2518| CB6645 BROAD AZ MK                                        0003339.7 |
 KU2518| CB6646 BROAD RM 1                           28.127 METERS 05935     |
 KU2518| KU2517 BROAD RM 2                           19.514 METERS 20521     |
 KU2518|---------------------------------------------------------------------|
 KU2518
 KU2518                          SUPERSEDED SURVEY CONTROL
 KU2518
 KU2518  NAD 83(1996)-  40 42 22.44123(N)    073 27 39.72569(W) AD(       ) 1
 KU2518  NAD 83(1992)-  40 42 22.44090(N)    073 27 39.72525(W) AD(       ) 1
 KU2518  NAD 83(1986)-  40 42 22.44214(N)    073 27 39.72641(W) AD(       ) 1
 KU2518  NAD 27      -  40 42 22.08242(N)    073 27 41.27790(W) AD(       ) 1
 KU2518  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 KU2518
 KU2518.Superseded values are not recommended for survey control.
 KU2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2518.See file dsdata.txt to determine how the superseded data were derived.
 KU2518
 KU2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3000507286(NAD 83)
 KU2518_MARKER: DS = TRIANGULATION STATION DISK
 KU2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2518
 KU2518  HISTORY     - Date     Condition        Report By
 KU2518  HISTORY     - 1965     MONUMENTED       CGS
 KU2518
 KU2518                          STATION DESCRIPTION
 KU2518
 KU2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2518'THE STATION IS LOCATED IN THE NORTHEAST CLOVERLEAF OF INTERCHANGE
 KU2518'30 OF THE SOUTHERN STATE PARKWAY AND BROADWAY IN NORTH MASSAPEQUA
 KU2518'AND ON THE PROPERTY OF THE LONG ISLAND PARK COMMISSION.
 KU2518'
 KU2518'THE STATION MARK IS A STANDARD DISK STAMPED BROAD 1965, SET IN THE
 KU2518'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 KU2518'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 103.9 FEET
 KU2518'SOUTH-SOUTHEAST OF POWER LINE POLE NO. 113X WITH STREET LAMP, 19.5
 KU2518'FEET NORTHEAST OF THE NORTH END OF THE EAST RAILING OF A OVERPASS
 KU2518'OVER PARKWAY, 19.1 FEET EAST OF THE EAST CURB OF BROADWAY, 18.4
 KU2518'FEET EAST OF A CHAIN LINK FENCE AND 1.6 FEET NORTHWEST OF A METAL
 KU2518'WITNESS POST.
 KU2518'
 KU2518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROAD NO 1 1965, SET
 KU2518'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2518'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 94.2 FEET SOUTHEAST
 KU2518'OF POWER LINE POLE NO. 113X WITH STREET LAMP, 88 FEET EAST OF THE
 KU2518'CHAIN LINK FENCE AND 61.8 FEET NORTHEAST OF A 12-INCH PINE TREE.
 KU2518'
 KU2518'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROAD NO 2 1965,
 KU2518'CEMENTED IN A DRILL HOLE IN THE 10TH. SECTION OF THE CONCRETE
 KU2518'SIDEWALK ON THE EAST SIDE OF THE OVERPASS.  IT IS 49.3 FEET
 KU2518'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF OVERPASS, 3.4 FEET
 KU2518'EAST OF THE EAST CURB OF BROADWAY AND 2.5 FEET WEST OF THE EAST
 KU2518'SIDE OF THE OVERPASS.
 KU2518'
 KU2518'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROAD 1965, CEMENTED
 KU2518'IN A DRILL HOLE IN A SIDEWALK.  IT IS 73.6 FEET SOUTHWEST OF THE
 KU2518'NORTHWEST CORNER OF DELWAY MOBIL SERVICE STATION, 66.6 FEET
 KU2518'NORTHWEST OF THE SOUTHWEST CORNER OF DELWAY MOBIL SERVICE STATION,
 KU2518'4.7 FEET EAST OF THE EAST CURB OF BROADWAY AND 2.6 FEET EAST OF
 KU2518'POWER LINE POLE NO. 125X.
 KU2518'
 KU2518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON BROADWAY
 KU2518'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 KU2518'
 KU2518'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1781 ***********************************************************************
 OE1781  DESIGNATION -  BROAD
 OE1781  PID         -  OE1781
 OE1781  STATE/COUNTY-  NY/FULTON
 OE1781  USGS QUAD   -  BROADALBIN (1970)
 OE1781
 OE1781                         *CURRENT SURVEY CONTROL
 OE1781  ___________________________________________________________________
 OE1781* NAD 83(1996)-  43 05 27.11400(N)    074 11 25.99939(W)     ADJUSTED  
 OE1781* NAVD 88     -       267.3    (meters)     877.     (feet)  VERTCON   
 OE1781  ___________________________________________________________________
 OE1781  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 OE1781  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OE1781
 OE1781  HORZ ORDER  -  FIRST
 OE1781
 OE1781.The horizontal coordinates were established by classical geodetic methods
 OE1781.and adjusted by the National Geodetic Survey in January 1999..
 OE1781
 OE1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1781
 OE1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1781
 OE1781.The geoid height was determined by GEOID03.
 OE1781
 OE1781;                    North         East     Units Scale Factor Converg.
 OE1781;SPC NY E     -   472,811.931   175,192.689   MT  0.99990781   +0 12 41.0
 OE1781;SPC NY E     - 1,551,217.14    574,778.01   sFT  0.99990781   +0 12 41.0
 OE1781;UTM  18      - 4,771,223.201   565,879.342   MT  0.99965339   +0 33 10.8
 OE1781
 OE1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1781!SPC NY E     -   0.99996286  x   0.99990781  =   0.99987067
 OE1781!UTM  18      -   0.99996286  x   0.99965339  =   0.99961626
 OE1781
 OE1781|---------------------------------------------------------------------|
 OE1781| PID    Reference Object                     Distance      Geod. Az  |
 OE1781|                                                           dddmmss.s |
 OE1781| CZ7545 BROAD RM 1                           10.807 METERS 07515     |
 OE1781| OE0241 BROAD AZ MK                                        1072839.3 |
 OE1781| OE1780 BROADALBIN MUNICIPAL TANK           APPROX. 5.1 KM 1840616.2 |
 OE1781| OE1788 MAYFIELD MUNICIPAL TANK             APPROX. 6.1 KM 2863419.2 |
 OE1781| CZ7546 BROAD RM 2                           14.554 METERS 29223     |
 OE1781| OE1784 MAYFIELD                            APPROX.11.4 KM 3121944.6 |
 OE1781|---------------------------------------------------------------------|
 OE1781
 OE1781                          SUPERSEDED SURVEY CONTROL
 OE1781
 OE1781  NAD 83(1986)-  43 05 27.11834(N)    074 11 25.99954(W) AD(       ) 1
 OE1781  NAD 27      -  43 05 26.85361(N)    074 11 27.52279(W) AD(       ) 1
 OE1781  NGVD 29 (07/19/86)  267.4    (m)          877.     (f) VERT ANG       
 OE1781
 OE1781.Superseded values are not recommended for survey control.
 OE1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1781.See file dsdata.txt to determine how the superseded data were derived.
 OE1781
 OE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6587971223(NAD 83)
 OE1781_MARKER: DS = TRIANGULATION STATION DISK
 OE1781_SETTING: 80 = SET IN A BOULDER
 OE1781_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OE1781
 OE1781  HISTORY     - Date     Condition        Report By
 OE1781  HISTORY     - 1942     MONUMENTED       CGS
 OE1781  HISTORY     - 1973     GOOD             NGS
 OE1781  HISTORY     - 1975     GOOD             NGS
 OE1781
 OE1781                          STATION DESCRIPTION
 OE1781
 OE1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1781'THE STATION IS LOCATED ABOUT 2.25 MILES N AND 0.25 MILE E OF
 OE1781'BROADALBIN ON LAND POSTED BY E. MANCHESTER.  IT IS 0.25 MILE E OF A
 OE1781'GRAVELED ROAD, 50 FEET N OF THE SUMMIT OF A LOW RIDGE LYING ALONG
 OE1781'THE SE EDGE OF THE SACANDAGA RESERVOIR.  THE MARK IS SET IN A
 OE1781'DRILLED HOLE IN THE TOP OF A LARGE BOULDER THAT PROJECTS 1 FOOT,
 OE1781'6.5 FEET E OF A BRONZE REFERENCE POST.  THE DISK IS STAMPED BROAD
 OE1781'1942.
 OE1781'
 OE1781'REFERENCE MARK NO. 1 IS 35.38 FEET E OF THE STATION AND THE DISK
 OE1781'IS SET IN A DRILLED HOLE IN THE TOP OF A BOULDER THAT IS 3 FEET
 OE1781'LONG BY 2 FEET WIDE AND PROJECTS 6 INCHES.  THE MARK IS ABOUT 4
 OE1781'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 OE1781'STAMPED BROAD NO. 1 1942.
 OE1781'
 OE1781'REFERENCE MARK NO. 2 IS 47.75 FEET NE OF THE STATION AND THE DISK
 OE1781'IS SET IN A DRILLED HOLE IN THE TOP OF A BOULDER THAT IS FLUSH
 OE1781'WITH THE GROUND.  THE MARK IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 OE1781'THE STATION MARK.  THE DISK IS STAMPED BROAD NO. 2 1942.
 OE1781'
 OE1781'THE AZIMUTH MARK IS 0.6 MILE E OF THE STATION, ABOUT 80 YARDS
 OE1781'NE OF THE NE CORNER OF A LARGE WHITE HOUSE, 186 FEET N OF LEON
 OE1781'BROWNS MAIL BOX, 20 FEET E OF THE CENTERLINE OF A MACADAM ROAD,
 OE1781'3.5 FEET S OF A BRONZE REFERENCE POST, 2 FEET N OF A TELEPHONE
 OE1781'POLE NO. 72.  THE DISK IS STAMPED BROAD 1942.
 OE1781'
 OE1781'TO REACH THE STATION FROM THE BROADALBIN POST OFFICE, GO
 OE1781'NORTHEASTERLY ON MAIN STREET FOR 0.25 MILE TO NORTH STREET, HERE
 OE1781'TURN RIGHT ON NORTH STREET AND GO 0.3 MILE TO A TRAFFIC LIGHT
 OE1781'AND A LEFT FORK, KEEP LEFT ON MACADAM ROAD FOR 0.45 MILE TO A T
 OE1781'GRAVELED ROAD LEFT.  *THENCE LEFT ON GRAVELED ROAD FOR 1.5 MILES
 OE1781'TO A BOARD GATE ON THE RIGHT WHICH IS ABOUT 0.2 MILE BEFORE
 OE1781'REACHING A YELLOW HOUSE ON THE LEFT SIDE OF THE ROAD.  PASS
 OE1781'THROUGH BOARD GATE AND GO NE UP HILL FOR 0.2 MILE TO THE
 OE1781'STATION AS DESCRIBED.
 OE1781'
 OE1781'*TO REACH THE AZIMUTH FROM THE GRAVELED T ROAD LEFT, CONTINUE
 OE1781'ENE ON MACADAM ROAD FOR 1.55 MILES TO THE AZIMUTH MARK ON THE
 OE1781'RIGHT AS DESCRIBED.
 OE1781'
 OE1781'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE1781
 OE1781                          STATION RECOVERY (1973)
 OE1781
 OE1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OE1781'RM 1 TO RM 2 OBSTRUCTED.
 OE1781'
 OE1781'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 OE1781'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY
 OE1781'COUNTY ROAD CLEARING.  A DIFFERENCE OF 2 MINUTES AND 35 SECONDS IS
 OE1781'NOTED IN THE DIRECTION TO REFERENCE MARK 1 AND 3 MINUTES AND 48
 OE1781'SECONDS IN THE DIRECTION TO REFERENCE MARK 2.  A DIFFERENCE OF
 OE1781'0.07 FEET OR 0.023 METERS IS NOTED IN THE DISTANCE TO REFERENCE
 OE1781'MARK 1.  A DIFFERENCE OF 0.04 FEET OR 0.013 METERS IN THE
 OE1781'DISTANCE TO REFERENCE MARK 2.  BOTH DISTANCES ARE LONGER.  THE
 OE1781'BROADALBIN MUNICIPAL WATER TANK IS NOT VISIBLE FROM THE
 OE1781'GROUND.  BECAUSE OF THE NOTED DIFFERENCES AND ROAD CHANGES A
 OE1781'COMPLETELY NEW DESCRIPTION FOLLOWS.
 OE1781'
 OE1781'THE STATION IS ABOUT 2 MILES NORTH OF THE TOWN OF BROADALBIN,
 OE1781'1/2 MILE EAST OF THE EAST SHORE OF THE SACANDAGA RESERVOIR, 3-3/4
 OE1781'MILES WEST OF THE FULTON/SARATOGA COUNTY LINE, AND ON PROPERTY
 OE1781'OWNED BY ERNEST MANCHESTER.  LAKE VIEW DRIVE, BROADALBIN
 OE1781'TOWNSHIP, BROADALBIN NEW YORK.
 OE1781'
 OE1781'TO REACH THE STATION FROM THE POST OFFICE IN BROADALBIN, GO
 OE1781'NORTH FOR 150 FEET TO A FORK.  BEAR RIGHT AND GO NORTHERLY ON
 OE1781'MAIN STREET FOR 0.25 MILE TO NORTH STREET ON THE RIGHT.  TURN RIGHT
 OE1781'AND GO NORTHEASTERLY FOR 0.65 MILE TO A FORK.  BEAR LEFT AND GO
 OE1781'NORTHERLY ON LAKE VIEW DRIVE FOR 1.45 MILE TO A TRACK ROAD ON THE
 OE1781'RIGHT.  TURN RIGHT AND GO EASTERLY AND UPHILL ON THE TRACK ROAD
 OE1781'FOR 0.05 MILE TO THE END OF THE TRACK ROAD AND THE STATION.
 OE1781'
 OE1781'STATION IS A STANDARD DISK STAMPED, BROAD 1942, CEMENTED IN A
 OE1781'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1 FOOT ABOVE THE
 OE1781'GROUND.  IT IS 4.0 FEET NORTH OF A METAL WITNESS POST AND ABOUT
 OE1781'50 FEET NORTH OF THE HIGHEST POINT OF THE HILL.
 OE1781'
 OE1781'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROAD 1942 NO 1,
 OE1781'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 OE1781'GROUND.  IT IS 33.0 FEET EAST-NORTHEAST OF THE METAL WITNESS POST
 OE1781'AND ABOUT 4 FEET LOWER THAN THE STATION.
 OE1781'
 OE1781'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROAD 1942 NO 2,
 OE1781'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 OE1781'GROUND.  IT IS 17.0 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 OE1781'ROAD, 52.0 FEET NORTHWEST OF THE METAL WITNESS POST AND ABOUT
 OE1781'1 FOOT LOWER THAN THE STATION.
 OE1781'
 OE1781'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 WAS NOT MEASURED
 OE1781'DUE TO TREES, BRUSH AND TERRAIN.
 OE1781'
 OE1781'THERE WAS NO SUITABLE LOCATION FOR A REFERENCE MARK 3.
 OE1781'
 OE1781'HEIGHT OF LIGHT ABOVE STATION MARK 74.9 FEET.
 OE1781'
 OE1781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1781'2 MILES NORTH OF BROADALBIN.
 OE1781
 OE1781                          STATION RECOVERY (1975)
 OE1781
 OE1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1781'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OE1781'CONDITION, AS DESCRIBED IN 1973.  THE AZIMUTH MARK IS DESTROYED,
 OE1781'AS DESCRIBED, AND THE MONUMENT WAS FOUND LAYING ON THE ROAD
 OE1781'BANK.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT
 OE1781'CHECKED.  VIEW FROM STATION IS COMPLETELY BLOCKED BY ASPENS 6 TO
 OE1781'8 INCHES IN DIAMETER.  THE 1973 DESCRIPTION TO REACH STATION IS
 OE1781'ADEQUATE.
 OE1781'
 OE1781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1781'2 MILES NORTH OF BROADALBIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9613 ***********************************************************************
 AA9613  DESIGNATION -  BROAD PK
 AA9613  PID         -  AA9613
 AA9613  STATE/COUNTY-  NY/NASSAU
 AA9613  USGS QUAD   -  SEA CLIFF (1979)
 AA9613
 AA9613                         *CURRENT SURVEY CONTROL
 AA9613  ___________________________________________________________________
 AA9613* NAD 83(1996)-  40 49 27.21387(N)    073 43 39.80396(W)     ADJUSTED  
 AA9613* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 AA9613  ___________________________________________________________________
 AA9613  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA9613  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AA9613
 AA9613  HORZ ORDER  -  THIRD
 AA9613
 AA9613.The horizontal coordinates were established by classical geodetic methods
 AA9613.and adjusted by the National Geodetic Survey in January 1999..
 AA9613
 AA9613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9613
 AA9613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9613
 AA9613.The geoid height was determined by GEOID03.
 AA9613
 AA9613;                    North         East     Units Scale Factor Converg.
 AA9613;SPC NY L     -    73,055.251   322,968.647   MT  0.99999500   +0 10 41.1
 AA9613;SPC NY L     -   239,682.10  1,059,606.30   sFT  0.99999500   +0 10 41.1
 AA9613;UTM  18      - 4,520,023.565   607,285.470   MT  0.99974167   +0 49 54.5
 AA9613
 AA9613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9613!SPC NY L     -   1.00000450  x   0.99999500  =   0.99999950
 AA9613!UTM  18      -   1.00000450  x   0.99974167  =   0.99974617
 AA9613
 AA9613                          SUPERSEDED SURVEY CONTROL
 AA9613
 AA9613  NAD 83(1996)-  40 49 27.21612(N)    073 43 39.80358(W) AD(       ) 3
 AA9613  NAD 83(1986)-  40 49 27.21945(N)    073 43 39.81165(W) AD(       ) 3
 AA9613  NGVD 29 (01/19/96)    2.8    (m)            9.     (f) VERT ANG       
 AA9613
 AA9613.Superseded values are not recommended for survey control.
 AA9613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9613.See file dsdata.txt to determine how the superseded data were derived.
 AA9613
 AA9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0728520024(NAD 83)
 AA9613_MARKER: N = NAIL
 AA9613_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AA9613_STAMPING: BROAD
 AA9613_MARK LOGO: NONE  
 AA9613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9613+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9613
 AA9613  HISTORY     - Date     Condition        Report By
 AA9613  HISTORY     - 1990     MONUMENTED       NOS
 AA9613
 AA9613                          STATION DESCRIPTION
 AA9613
 AA9613'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9613'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9613'OF THE ISLAND ABOUT 1 NAUTICAL MILE WEST OF THE VILLAGE OF PORT
 AA9613'WASHINGTON ALONG THE NORTHEAST SHORELINE OF GREAT NECK ON THE WEST
 AA9613'SHORE OF MANHASSET BAY NEAR THE EAST SIDE OF A SMALL COVE DUE SOUTH OF
 AA9613'PLUM POINT ON A PIER AT THE BROADLAWN HARBOR YACHT CLUB IN THE VILLAGE
 AA9613'OF KINGS POINT.  TO REACH THE STATION FROM THE INTERSECTION OF N.Y.
 AA9613'HWY 25A (NORTHERN BOULEVARD) AND EAST SHORE ROAD IN THE VILLAGE OF
 AA9613'THOMASTON GO NORTH ON EAST SHORE ROAD FOR 2.65 KM (1.65 MI) TO A POINT
 AA9613'WHERE EAST SHORE ROAD MAKES A 90 DEGREE TURN TO THE RIGHT, TURN RIGHT
 AA9613'AND CONTINUE ON NORTH ON EAST SHORE ROAD FOR 2.1 KM (1.30 MI) TO
 AA9613'HARBOR ROAD ON THE RIGHT, TURN RIGHT ON HARBOR ROAD AND GO EAST FOR
 AA9613'0.1 KM (0.05 MI) TO A GATE LEFT AT BROADLAWN HARBOR YACHT CLUB AND THE
 AA9613'STATION ON THE PIER.  THE STATION MARK IS A PK NAIL AND WASHER WHICH
 AA9613'IS STAMPED ---BROAD--- DRIVEN INTO THE SURFACE OF THE PIER NEAR THE
 AA9613'SOUTHEAST CORNER OF THE L ANGLE IN THE PIER.  IT IS 5.4 M (17.7 FT)
 AA9613'EAST OF THE WEST EDGE OF THE L, 1.7 M (5.6 FT) NORTH OF THE SOUTH EDGE
 AA9613'OF THE PIER AND 0.7 M (2.3 FT) WEST OF THE EAST OUTSIDE EDGE OF THE
 AA9613'PIER.  THE NAME AND TELEPHONE NUMBER OF THE YACHT CLUB COMMODORE MAY
 AA9613'BE OBTAINED THROUGH THE KINGS POINT TOWN HALL.  DESCRIBED BY P B
 AA9613'WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2517 ***********************************************************************
 KU2517  DESIGNATION -  BROAD RM 2
 KU2517  PID         -  KU2517
 KU2517  STATE/COUNTY-  NY/NASSAU
 KU2517  USGS QUAD   -  AMITYVILLE (1979)
 KU2517
 KU2517                         *CURRENT SURVEY CONTROL
 KU2517  ___________________________________________________________________
 KU2517* NAD 83(1996)-  40 42 21.86690(N)    073 27 40.08295(W)     ADJUSTED  
 KU2517* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 KU2517  ___________________________________________________________________
 KU2517  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KU2517  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU2517
 KU2517  HORZ ORDER  -  SECOND
 KU2517
 KU2517.The horizontal coordinates were established by classical geodetic methods
 KU2517.and adjusted by the National Geodetic Survey in January 1999..
 KU2517
 KU2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2517
 KU2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2517
 KU2517.The geoid height was determined by GEOID03.
 KU2517
 KU2517;                    North         East     Units Scale Factor Converg.
 KU2517;SPC NY L     -    60,038.974   345,538.007   MT  0.99999804   +0 21 08.9
 KU2517;SPC NY L     -   196,977.87  1,133,652.61   sFT  0.99999804   +0 21 08.9
 KU2517;UTM  18      - 4,507,268.021   629,996.563   MT  0.99980801   +1 00 13.5
 KU2517
 KU2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2517!SPC NY L     -   1.00000199  x   0.99999804  =   1.00000003
 KU2517!UTM  18      -   1.00000199  x   0.99980801  =   0.99981000
 KU2517
 KU2517:                Primary Azimuth Mark                     Grid Az
 KU2517:SPC NY L     -  BROAD AZ MK                              001 06 42.0
 KU2517:UTM  18      -  BROAD AZ MK                              000 27 37.4
 KU2517
 KU2517|---------------------------------------------------------------------|
 KU2517| PID    Reference Object                     Distance      Geod. Az  |
 KU2517|                                                           dddmmss.s |
 KU2517| CB6645 BROAD AZ MK                                        0012750.9 |
 KU2517| KU2518 BROAD                                19.514 METERS 02521     |
 KU2517|---------------------------------------------------------------------|
 KU2517
 KU2517                          SUPERSEDED SURVEY CONTROL
 KU2517
 KU2517  NAD 83(1996)-  40 42 21.86955(N)    073 27 40.08166(W) AD(       ) 2
 KU2517  NAD 83(1992)-  40 42 21.86922(N)    073 27 40.08122(W) AD(       ) 2
 KU2517  NAD 83(1986)-  40 42 21.87047(N)    073 27 40.08237(W) AD(       ) 2
 KU2517  NAD 27      -  40 42 21.51073(N)    073 27 41.63384(W) AD(       ) 2
 KU2517  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 KU2517
 KU2517.Superseded values are not recommended for survey control.
 KU2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2517.See file dsdata.txt to determine how the superseded data were derived.
 KU2517
 KU2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2999707268(NAD 83)
 KU2517_MARKER: DR = REFERENCE MARK DISK
 KU2517_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU2517+WITH SETTING: PAVEMENT
 KU2517
 KU2517  HISTORY     - Date     Condition        Report By
 KU2517  HISTORY     - 1965     MONUMENTED       CGS
 KU2517  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 KU2517
 KU2517                          STATION DESCRIPTION
 KU2517
 KU2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU2517'THE STATION IS LOCATED IN THE NORTHEAST CLOVERLEAF OF INTERCHANGE
 KU2517'30 OF THE SOUTHERN STATE PARKWAY AND BROADWAY IN NORTH MASSAPEQUA
 KU2517'AND ON THE PROPERTY OF THE LONG ISLAND PARK COMMISSION.
 KU2517'
 KU2517'STATION MARK IS A STANDARD REFERENCE DISK STAMPED BROAD NO 2 1965,
 KU2517'CEMENTED IN A DRILL HOLE IN THE 10TH. SECTION OF THE CONCRETE
 KU2517'SIDEWALK ON THE EAST SIDE OF THE OVERPASS.  IT IS 49.3 FEET
 KU2517'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF OVERPASS, 3.4 FEET
 KU2517'EAST OF THE EAST CURB OF BROADWAY AND 2.5 FEET WEST OF THE EAST
 KU2517'SIDE OF THE OVERPASS.
 KU2517
 KU2517                          STATION RECOVERY (1991)
 KU2517
 KU2517'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU2517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1780 ***********************************************************************
 OE1780  DESIGNATION -  BROADALBIN MUNICIPAL TANK
 OE1780  PID         -  OE1780
 OE1780  STATE/COUNTY-  NY/FULTON
 OE1780  USGS QUAD   -  BROADALBIN (1970)
 OE1780
 OE1780                         *CURRENT SURVEY CONTROL
 OE1780  ___________________________________________________________________
 OE1780* NAD 83(1996)-  43 02 41.37190(N)    074 11 42.21540(W)     ADJUSTED  
 OE1780* NAVD 88     -                                                        
 OE1780  ___________________________________________________________________
 OE1780  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OE1780  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 OE1780
 OE1780  HORZ ORDER  -  THIRD
 OE1780
 OE1780.The horizontal coordinates were established by classical geodetic methods
 OE1780.and adjusted by the National Geodetic Survey in January 1999..
 OE1780
 OE1780
 OE1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1780
 OE1780.The geoid height was determined by GEOID03.
 OE1780
 OE1780;                    North         East     Units Scale Factor Converg.
 OE1780;SPC NY E     -   467,696.382   174,844.557   MT  0.99990759   +0 12 29.3
 OE1780;SPC NY E     - 1,534,433.88    573,635.85   sFT  0.99990759   +0 12 29.3
 OE1780;UTM  18      - 4,766,106.972   565,561.783   MT  0.99965288   +0 32 58.0
 OE1780
 OE1780                          SUPERSEDED SURVEY CONTROL
 OE1780
 OE1780  NAD 83(1986)-  43 02 41.37602(N)    074 11 42.21545(W) AD(       ) 4
 OE1780  NAD 27      -  43 02 41.10990(N)    074 11 43.73896(W) AD(       ) 3
 OE1780
 OE1780.Superseded values are not recommended for survey control.
 OE1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1780.See file dsdata.txt to determine how the superseded data were derived.
 OE1780
 OE1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6556266107(NAD 83)
 OE1780_MARKER: 53 = ELEVATED TANK
 OE1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE1780+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 OE1780
 OE1780  HISTORY     - Date     Condition        Report By
 OE1780  HISTORY     - 1942     FIRST OBSERVED   CGS
 OE1780  HISTORY     - 1973     GOOD             NGS
 OE1780  HISTORY     - 20040927 GOOD             USPSQD
 OE1780
 OE1780                          STATION DESCRIPTION
 OE1780
 OE1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1780'THE WATER TANK IS LOCATED 1 MILE SSW OF BROADALBIN, ABOUT 100
 OE1780'YARDS W OF MYRON CHAPMANS FARM HOUSE, ON LAND OWNED BY THE CITY OF
 OE1780'BROADALBIN.  IT IS A 6 LEGGED STEEL STRUCTURE ABOUT 100 FEET IN
 OE1780'HEIGHT.  THE POINT OBSERVED WAS THE IRON BALL ON THE HIGHEST POINT
 OE1780'OF THE TANK.
 OE1780'
 OE1780'TO REACH THE WATER TANK FROM THE BROADALBIN POST OFFICE, GO W ON
 OE1780'W MAIN STREET FOR 2 BLOCKS TO SOUTH SECOND AVE., HERE TURN LEFT ON
 OE1780'SOUTH SECOND AVE. AND GO 0.9 MILE TO THE CHAPMAN FARM HOUSE ON THE
 OE1780'RIGHT AND THE TANK AS DESCRIBED.
 OE1780
 OE1780                          STATION RECOVERY (1973)
 OE1780
 OE1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OE1780'THE STATION, BROADALBIN MUNICIPAL WATER TANK, WAS RECOVERED AS
 OE1780'DESCRIBED IN 1942 BY K.B. JEFFERS.
 OE1780
 OE1780                          STATION RECOVERY (2004)
 OE1780
 OE1780'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2078 ***********************************************************************
 NA2078  DESIGNATION -  BROCK
 NA2078  PID         -  NA2078
 NA2078  STATE/COUNTY-  NY/DELAWARE
 NA2078  USGS QUAD   -  DOWNSVILLE (1965)
 NA2078
 NA2078                         *CURRENT SURVEY CONTROL
 NA2078  ___________________________________________________________________
 NA2078* NAD 83(1996)-  42 02 37.43069(N)    074 53 47.26384(W)     ADJUSTED  
 NA2078* NAVD 88     -       844.     (meters)    2769.     (feet)  SCALED    
 NA2078  ___________________________________________________________________
 NA2078  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 NA2078  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 NA2078
 NA2078  HORZ ORDER  -  FIRST
 NA2078
 NA2078.The horizontal coordinates were established by classical geodetic methods
 NA2078.and adjusted by the National Geodetic Survey in January 1999..
 NA2078
 NA2078.The orthometric height was scaled from a topographic map.
 NA2078
 NA2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2078
 NA2078.The geoid height was determined by GEOID03.
 NA2078
 NA2078;                    North         East     Units Scale Factor Converg.
 NA2078;SPC NY E     -   356,532.945   117,178.561   MT  0.99991325   -0 15 55.8
 NA2078;SPC NY E     - 1,169,725.17    384,443.33   sFT  0.99991325   -0 15 55.8
 NA2078;UTM  18      - 4,654,636.803   508,568.883   MT  0.99960090   +0 04 09.6
 NA2078
 NA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2078!SPC NY E     -   0.99987233  x   0.99991325  =   0.99978559
 NA2078!UTM  18      -   0.99987233  x   0.99960090  =   0.99947328
 NA2078
 NA2078|---------------------------------------------------------------------|
 NA2078| PID    Reference Object                     Distance      Geod. Az  |
 NA2078|                                                           dddmmss.s |
 NA2078| CZ7547 BROCK RM 1                           13.610 METERS 02709     |
 NA2078| CZ7548 BROCK RM 2                           21.700 METERS 15940     |
 NA2078| NA2079 ACID                                APPROX. 4.7 KM 2014750.5 |
 NA2078|---------------------------------------------------------------------|
 NA2078
 NA2078                          SUPERSEDED SURVEY CONTROL
 NA2078
 NA2078  NAD 83(1986)-  42 02 37.43453(N)    074 53 47.26566(W) AD(       ) 1
 NA2078  NAD 27      -  42 02 37.11700(N)    074 53 48.68700(W) AD(       ) 1
 NA2078
 NA2078.Superseded values are not recommended for survey control.
 NA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2078.See file dsdata.txt to determine how the superseded data were derived.
 NA2078
 NA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM0856954637(NAD 83)
 NA2078_MARKER: DS = TRIANGULATION STATION DISK
 NA2078_SETTING: 66 = SET IN ROCK OUTCROP
 NA2078_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NA2078
 NA2078  HISTORY     - Date     Condition        Report By
 NA2078  HISTORY     - 1940     MONUMENTED       CGS
 NA2078  HISTORY     - 1973     GOOD             NGS
 NA2078  HISTORY     - 1976     GOOD             NGS
 NA2078
 NA2078                          STATION DESCRIPTION
 NA2078
 NA2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2078'THE STATION IS LOCATED ON THE HIGHEST POINT OF BROCK MOUNTAIN
 NA2078'IN COLCHESTER TOWNSHIP, ON THE PROPERTY OF MR. W.S. BROCK.  IT
 NA2078'IS APPROXIMATELY 6-1/2 MILES SOUTHEAST OF DOWNSVILLE AND 9 MILES
 NA2078'NORTH OF ROSCOE.
 NA2078'
 NA2078'REFERENCE MARKS NO. 1 AND NO. 2 ARE
 NA2078'NORTHEAST AND SOUTH OF THE STATION RSPECTIVELY.
 NA2078'
 NA2078'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF DENSE WOODS
 NA2078'SURROUNDING STATION.  STATION ACID CAN BE USED FOR AN AZIMUTH
 NA2078'BUT CONSIDERABLE CLEARING OR A 30-FOOT STAND AT BROCK WILL BE
 NA2078'NECESSARY.
 NA2078'
 NA2078'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 30 AND 206 IN
 NA2078'DOWNSVILLE, GO SOUTHEAST ON STATE HIGHWAY 30 FOR 0.3 MILE TO
 NA2078'THE EDGE OF TOWN WHERE STATE HIGHWAY 30 MAKES A LEFT TURN, HERE
 NA2078'CONTINUE STRAIGHT AHEAD ON THE ASPHALT ROAD TO ROSCOE, GO 0.25
 NA2078'MILE TO A T-INTERSECTION (JUST AFTER CROSSING A BRIDGE), TURN
 NA2078'LEFT AND GO 1.65 MILES TO A Y-INTERSECTION JUST BEYOND A SMALL
 NA2078'BRIDGE AND A RED BARN, TAKE RIGHT FORK UP THE HILL (THIS IS
 NA2078'THE ROAD TO ROSCOE AND IS A GRAVEL ROAD), GO 4.8 MILES TO THE
 NA2078'TOP OF THE GRADE AND A HOUSE ON THE LEFT, TURN LEFT AT THIS
 NA2078'HOUSE ON A FARM ROAD AND FOLLOW UPHILL ALONG THE EDGE OF THE
 NA2078'FIELD 0.25 MILE TO A STEEP INCLINE AT THE EDGE OF THE
 NA2078'WOODS, WHICH IS THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NA2078'UPHILL ALONG AN OLD LOGGING ROAD TO THE TOP OF THE MOUNTAIN
 NA2078'AND THE STATION.  THE PACK REQUIRES ABOUT 20 MINUTES.
 NA2078'
 NA2078'A ROCK CAIRN WAS BUILT OVER THE STATION MARK.
 NA2078'
 NA2078'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 NA2078
 NA2078                          STATION RECOVERY (1973)
 NA2078
 NA2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NA2078'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 NA2078'3-FOOT CAIRN IS BUILT OVER STATION MARK.  RM 1 IS AT
 NA2078'NORTHWEST SIDE OF A SMALL CAIRN.  RM 2 IS 1 FOOT SOUTHWEST OF
 NA2078'A SMALL CAIRN.  HILL IS HEAVILY COVERED WITH TALL TIMBER.
 NA2078'
 NA2078'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 206 AND
 NA2078'30 IN DOWNSVILLE, GO SOUTHEAST ON HIGHWAY 30 FOR 2.5 MILES TO
 NA2078'T-ROAD RIGHT AND SIGN ROSCOE.  GO RIGHT FOR 3.4 MILES TO
 NA2078'SUMMIT OF GRADE AND END OF TRUCK TRAVEL AT WHITE CULVERT MARKER
 NA2078'POSTS, AND A YELLOW-PAINTED PROPERTY LINE ON LEFT.  PACK
 NA2078'EASTERLY ALONG THIS LINE AND CONTINUE ON TO TOP OF MOUNTAIN
 NA2078'AND STATION.  A 1/2-HOUR PACK.
 NA2078'
 NA2078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2078'6-1/2 MILES SOUTHEAST OF DOWNSVILLE.
 NA2078
 NA2078                          STATION RECOVERY (1976)
 NA2078
 NA2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2078'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2078'CONDITION.  NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  VIEW
 NA2078'FROM STATION IS BLOCKED IN ALL DIRECTIONS BY WOODS.  THE
 NA2078'OLD LOGGING ROAD IS OVERGROWN AND IT IS NECESSARY TO PACK IN
 NA2078'TO STATION FROM THE HIGHWAY.
 NA2078'
 NA2078'STATION IS LOCATED ON THE SUMMIT OF BROCK MOUNTAIN, ABOUT 2000
 NA2078'FEET EAST-NORTHEAST OF COUNTY RTE. 7.  STATION MARK IS A
 NA2078'STANDARD DISK STAMPED BROCK 1940, CEMENTED IN A DRILL HOLE IN
 NA2078'BEDROCK PROJECTING 20 INCHES FROM GROUND.  IT IS 11.7 FEET SOUTH
 NA2078'OF A 10-INCH CHERRY TREE AND 42.6 FEET NORTHEAST OF AN 18-INCH
 NA2078'MAPLE.  A 3-FOOT CAIRN IS BUILT OVER THE STATION MARK.
 NA2078'
 NA2078'RM NO. 1 IS A STANDARD DISK STAMPED BROCK NO 1 1940, CEMENTED
 NA2078'IN A DRILL HOLE IN BEDROCK PROJECTING 6 INCHES FROM GROUND.  IT
 NA2078'IS 27.1 FEET SOUTH-SOUTHWEST OF A 15-INCH MAPLE TREE, 32.4 FEET
 NA2078'NORTHWEST OF A 20-INCH CHERRY TREE, AND AT THE NORTHWEST SIDE
 NA2078'OF A SMALL CAIRN.
 NA2078'
 NA2078'RM NO. 2 IS A STANDARD DISK STAMPED BROCK NO 2 1940, CEMENTED
 NA2078'IN A DRILL HOLE IN BEDROCK PROJECTING 5 INCHES FROM GROUND.  IT
 NA2078'IS 15.2 FEET WEST OF A 20-INCH MAPLE TREE, 40.9 FEET SOUTHEAST
 NA2078'OF AN 18-INCH MAPLE TREE, AND 1 FOOT SOUTHWEST OF A SMALL CAIRN.
 NA2078'
 NA2078'TO REACH STATION FROM THE JUNCTION OF NY RTES. 206 AND 30 IN
 NA2078'DOWNSVILLE, GO SOUTHEAST ON RTE. 30 FOR 2.5 MILES TO A T-ROAD
 NA2078'RIGHT, AND SIGN ROSCOE TURN RIGHT AND GO SOUTHEAST FOR 3.4 MILES
 NA2078'TO THE SUMMIT OF GRADE AND END OF TRUCK TRAVEL AT WHITE CULVERT
 NA2078'MARKER POSTS, AND YELLOW-PAINTED PROPERTY LINE ON LEFT.  PACK
 NA2078'EASTERLY ALONG THE PAINTED PROPERTY LINE, AND CONTINUE ON
 NA2078'TO TOP OF HILL AND STATION.  A 1/2 HOUR PACK.
 NA2078'
 NA2078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2078'6 MILES ESE OF DOWNSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0784 ***********************************************************************
 OG0784  DESIGNATION -  BROCK ECC
 OG0784  PID         -  OG0784
 OG0784  STATE/COUNTY-  NY/NIAGARA
 OG0784  USGS QUAD   -  
 OG0784
 OG0784                         *CURRENT SURVEY CONTROL
 OG0784  ___________________________________________________________________
 OG0784* NAD 83(1996)-  43 09 36.41775(N)    079 03 10.99237(W)     ADJUSTED  
 OG0784* NAVD 88     -       225.11   (+/-2cm)     738.5    (feet)  VERTCON   
 OG0784  ___________________________________________________________________
 OG0784  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OG0784  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OG0784
 OG0784  HORZ ORDER  -  FIRST
 OG0784  VERT ORDER  -  THIRD ? (See Below)
 OG0784
 OG0784.The horizontal coordinates were established by classical geodetic methods
 OG0784.and adjusted by the National Geodetic Survey in January 1999..
 OG0784
 OG0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0784.The vertical order pertains to the NGVD 29 superseded value.
 OG0784
 OG0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0784
 OG0784.The geoid height was determined by GEOID03.
 OG0784
 OG0784;                    North         East     Units Scale Factor Converg.
 OG0784;SPC NY W     -   351,064.006   311,800.531   MT  0.99995544   -0 19 16.7
 OG0784;SPC NY W     - 1,151,782.49  1,022,965.58   sFT  0.99995544   -0 19 16.7
 OG0784;UTM  17      - 4,780,435.585   658,281.729   MT  0.99990820   +1 19 55.4
 OG0784
 OG0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0784!SPC NY W     -   0.99997032  x   0.99995544  =   0.99992576
 OG0784!UTM  17      -   0.99997032  x   0.99990820  =   0.99987852
 OG0784
 OG0784:                Primary Azimuth Mark                     Grid Az
 OG0784:SPC NY W     -  STAMFORD                                 205 23 12.2
 OG0784:UTM  17      -  STAMFORD                                 203 44 00.1
 OG0784
 OG0784|---------------------------------------------------------------------|
 OG0784| PID    Reference Object                     Distance      Geod. Az  |
 OG0784|                                                           dddmmss.s |
 OG0784| OG1081 STAMFORD                            APPROX. 8.8 KM 2050355.5 |
 OG0784|---------------------------------------------------------------------|
 OG0784
 OG0784                          SUPERSEDED SURVEY CONTROL
 OG0784
 OG0784  NAD 83(1986)-  43 09 36.42371(N)    079 03 10.99041(W) AD(       ) 1
 OG0784  NAD 27      -  43 09 36.22697(N)    079 03 11.78835(W) AD(       ) 1
 OG0784  NGVD 29 (07/19/86)  225.28   (m)          739.1    (f) LEVELING    3  
 OG0784
 OG0784.Superseded values are not recommended for survey control.
 OG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0784.See file dsdata.txt to determine how the superseded data were derived.
 OG0784
 OG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5828280436(NAD 83)
 OG0784_MARKER: DD = SURVEY DISK
 OG0784_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0784+WITH SETTING: PAVEMENT
 OG0784
 OG0784  HISTORY     - Date     Condition        Report By
 OG0784  HISTORY     - 1966     MONUMENTED       GSC
 OG0784  HISTORY     - 1972     GOOD             NGS
 OG0784  HISTORY     - 1973     GOOD             IBC
 OG0784
 OG0784                          STATION DESCRIPTION
 OG0784
 OG0784'DESCRIBED BY GEODETIC SURVEY OF CANADA 1966 (MD)
 OG0784'THIS STATION IS SITUATED ON THE CONCRETE PLATFORM AT THE BASE OF THE
 OG0784'FIGURE ON BROCKS MONUMENT, QUEENSTON PARK, QUEENSTON, ONTARIO.
 OG0784'
 OG0784'TO REACH, GO UP THE 235 STEP SPIRAL STAIRWAY ON THE INSIDE OF THE
 OG0784'TOWER TO THE SIGHTSEEING ROOM.  ACCESS TO THE OUTER PLATFORM IS
 OG0784'THROUGH A SMALL WINDOW COVERED BY A HEAVY WIRE NET.  A 4 - FOOT
 OG0784'LADDER LEADS FROM THE WINDOW TO THE OUTER PLATFORM.
 OG0784'
 OG0784'THE STATION IS MARKED BY A TRIANGULATION TABLET CEMENTED IN THE
 OG0784'PLATFORM, OPPOSITE THE WINDOW AND BELOW THE SAFETY RAILING.
 OG0784
 OG0784                          STATION RECOVERY (1972)
 OG0784
 OG0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0784'STATION IS LOCATED 1-1/2 MILES SOUTH OF LEWISTON, NEW YORK, 1/2
 OG0784'MILE SOUTHEAST OF QUEENSTON, ONTARIO, 1/2 MILE NORTHWEST OF THE
 OG0784'LEWISTON-QUEENSTON BRIDGE, ON THE CANADIAN SIDE OF THE NIAGARA
 OG0784'RIVER, ON QUEENSTON HEIGHTS, IN QUEENSTON PARK, IN THE SOUTHEAST
 OG0784'CORNER OF THE CONCRETE PLATFORM AT THE BASE OF THE FIGURE ON TOP
 OG0784'OF BROCKS MONUMENT (A MEMORIAL TO GENERAL BROCK).  PERMISSION TO
 OG0784'USE THE MONUMENT WAS OBTAINED THROUGH MR. WALTER HALDERSON,
 OG0784'SUPERINTENDENT, NIAGARA NATIONAL HISTORIC SITES, POST
 OG0784'OFFICE BOX 787, NIAGARA-ON-THE-LAKE, ONTARIO.
 OG0784'
 OG0784'BROCK ECC (G.S. OF C.), STAMPED 663053, IS A GEODETIC SURVEY OF
 OG0784'CANADA TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE
 OG0784'SOUTHWEST CORNER OF THE PLATFORM.  IT IS 1.6 FEET SOUTHWEST OF
 OG0784'CENTER OF A LADDER LEADING FROM THE OBSERVATION ROOM AND 1.3 FEET
 OG0784'NORTHEAST OF THE BASE OF A LARGE FLOOD LIGHT.
 OG0784'
 OG0784'NEAREST TOWN--QUEENSTON.
 OG0784
 OG0784                          STATION RECOVERY (1973)
 OG0784
 OG0784'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0784'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0783 ***********************************************************************
 OG0783  DESIGNATION -  BROCK MONUMENT
 OG0783  PID         -  OG0783
 OG0783  STATE/COUNTY-  NY/NIAGARA
 OG0783  USGS QUAD   -  
 OG0783
 OG0783                         *CURRENT SURVEY CONTROL
 OG0783  ___________________________________________________________________
 OG0783* NAD 83(1996)-  43 09 36.45668(N)    079 03 10.93469(W)     ADJUSTED  
 OG0783* NAVD 88     -       226.4    (meters)     743.     (feet)  VERTCON   
 OG0783  ___________________________________________________________________
 OG0783  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OG0783  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OG0783
 OG0783  HORZ ORDER  -  FIRST
 OG0783
 OG0783.The horizontal coordinates were established by classical geodetic methods
 OG0783.and adjusted by the National Geodetic Survey in January 1999..
 OG0783
 OG0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0783
 OG0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0783
 OG0783.The geoid height was determined by GEOID03.
 OG0783
 OG0783;                    North         East     Units Scale Factor Converg.
 OG0783;SPC NY W     -   351,065.200   311,801.841   MT  0.99995544   -0 19 16.7
 OG0783;SPC NY W     - 1,151,786.41  1,022,969.87   sFT  0.99995544   -0 19 16.7
 OG0783;UTM  17      - 4,780,436.816   658,283.004   MT  0.99990820   +1 19 55.5
 OG0783
 OG0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0783!SPC NY W     -   0.99997011  x   0.99995544  =   0.99992556
 OG0783!UTM  17      -   0.99997011  x   0.99990820  =   0.99987832
 OG0783
 OG0783:                Primary Azimuth Mark                     Grid Az
 OG0783:SPC NY W     -  HEIGHTS SUB                              088 50 28.0
 OG0783:UTM  17      -  HEIGHTS SUB                              087 11 15.8
 OG0783
 OG0783|---------------------------------------------------------------------|
 OG0783| PID    Reference Object                     Distance      Geod. Az  |
 OG0783|                                                           dddmmss.s |
 OG0783| OG0778 HEIGHTS SUB                         APPROX. 0.8 KM 0883111.3 |
 OG0783| OG0769 FT NIAGARA TANK IBC                 APPROX.11.3 KM 3572021.2 |
 OG0783|---------------------------------------------------------------------|
 OG0783
 OG0783                          SUPERSEDED SURVEY CONTROL
 OG0783
 OG0783  NAD 83(1986)-  43 09 36.46256(N)    079 03 10.93305(W) AD(       ) 1
 OG0783  NAD 27      -  43 09 36.26000(N)    079 03 11.79400(W) AD(       ) 1
 OG0783  NGVD 29 (07/19/86)  226.6    (m)          743.     (f) VERT ANG       
 OG0783
 OG0783.Superseded values are not recommended for survey control.
 OG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0783.See file dsdata.txt to determine how the superseded data were derived.
 OG0783
 OG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5828380437(NAD 83)
 OG0783_MARKER: 70 = MONUMENT
 OG0783
 OG0783  HISTORY     - Date     Condition        Report By
 OG0783  HISTORY     - 1875     FIRST OBSERVED   USLS
 OG0783  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OG0783  HISTORY     - 1972     GOOD             NGS
 OG0783  HISTORY     - 1973     GOOD             IBC
 OG0783
 OG0783                          STATION DESCRIPTION
 OG0783
 OG0783'DESCRIBED BY US LAKE SURVEY 1875
 OG0783'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON QUEENSTON HEIGHTS.  THE
 OG0783'STATION IS THE CENTER OF THE MONUMENT AT THE ELEVATION OF THE WINDOW
 OG0783'OPENINGS JUST ABOVE THE LANDING AT THE HEAD OF THE STAIRS INSIDE THE
 OG0783'MONUMENT.
 OG0783'
 OG0783'THE MONUMENT, A MEMORIAL TO GENERAL BROCK, IS A TRIANGULATION
 OG0783'STATION OF THE USLS, THE GS OF C, AND THE USC + GS, DIRECTLY
 OG0783'CONNECTED WITH THE FIRST - ORDER TRIANGULATION OF THE THREE SYSTEMS.
 OG0783'
 OG0783'THE CHAMBER AT THE TOP OF THE MONUMENT IS 4.5 FEET IN DIAMETER.  THE
 OG0783'STAIR AND A SEAT OCCUPY ONE - HALF OF THE FLOOR SPACE.  THE CENTER OF
 OG0783'THE CHAMBER IS MARKED BY A TACK IN THE WOODEN SEAT.  THE TACK IS 0.1
 OG0783'FOOT FROM THE IRON POST SUPPORTING THE SEAT AND 0.15 FOOT FROM THE
 OG0783'STRAIGHT EDGE OF THE SEAT.  THE MASONRY WALLS AT THE CHAMBER
 OG0783'ELEVATION ARE 1.15 FEET THICK.  THERE ARE EIGHT WINDOWS IN THE
 OG0783'CHAMBER, EQUALLY SPACED AROUND THE TOWER AT AN ELEVATION OF 4.5 FEET
 OG0783'ABOVE THE FLOOR.  SEVEN OF THE WINDOWS ARE 0.8 FOOT IN DIAMETER, THE
 OG0783'EIGHTH ON IS 1.4 FEET IN DIAMETER.  THE MONUMENT CAN BE OCCUPIED
 OG0783'WITH THE TRANSIT BY MAKING ECCENTRIC STATIONS WHERE TWO OR MORE
 OG0783'POINTS CAN BE SEEN AT THE SAME TIME THROUGH THE WINDOW OPENINGS.
 OG0783
 OG0783                          STATION RECOVERY (1941)
 OG0783
 OG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OG0783'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON QUEENSTON
 OG0783'HEIGHTS.  THE STATION IS THE CENTER OF THE MONUMENT AT THE
 OG0783'ELEVATION OF THE WINDOW OPENINGS JUST ABOVE THE LANDING AT THE
 OG0783'HEAD OF THE STAIRS INSIDE THE MONUMENT.
 OG0783'
 OG0783'THE MONUMENT, A MEMORIAL TO GENERAL BROCK, IS A TRIANGULATION
 OG0783'STATION OF THE U. S. L. S., THE G. S. OF C., AND THE U. S. C. AND
 OG0783'G. S., DIRECTLY CONNECTED WITH THE FIRST-ORDER TRIANGULATION OF
 OG0783'THE THREE SYSTEMS.
 OG0783'
 OG0783'THE CHAMBER AT THE TOP OF THE MONUMENT IS 4.5 FEET IN
 OG0783'DIAMETER.  THE STAIR AND A SEAT OCCUPY ONE-HALF OF THE FLOOR
 OG0783'SPACE.  THE CENTER OF THE CHAMBER IS MARKED BY A TACK IN THE
 OG0783'WOODEN SEAT.  THE TACK IS 0.1 FOOT FROM THE IRON POST SUPPORTING
 OG0783'THE SEAT AND 0.15 FOOT FROM THE STRAIGHT EDGE OF THE SEAT.  THE
 OG0783'MASONRY WALLS AT THE CHAMBER ELEVATION ARE 1.15 FEET THICK.
 OG0783'THERE ARE EIGHT WINDOWS IN THE CHAMBER, EQUALLY SPACED AROUND THE
 OG0783'TOWER AT AN ELEVATION OF 4.5 FEET ABOVE THE FLOOR.  SEVEN
 OG0783'OF THE WINDOWS ARE 0.8 FOOT IN DIAMETER.  THE EIGHTH ONE IS
 OG0783'1.4 FEET IN DIAMETER.  THE MONUMENT CAN BE OCCUPIED WITH THE
 OG0783'TRANSIT BY MAKING ECCENTRIC STATIONS WHERE TWO OR MORE POINTS
 OG0783'CAN BE SEEN AT THE SAME TIME THROUGH THE WINDOW OPENINGS.
 OG0783
 OG0783                          STATION RECOVERY (1972)
 OG0783
 OG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0783'THE STATION WAS RECOVERED.  THE TACK AND WOODEN SEAT MENTIONED
 OG0783'IN THE ORIGINAL DESCRIPTION IS NO LONGER THERE.  THE MONUMENT
 OG0783'WAS UNDER REPAIR AT TIME OF RECOVERY.  DUE TO SCAFFOLDING
 OG0783'APPARATUS ON TOP OF THE MONUMENT AND IN THE OBSERVATION ROOM,
 OG0783'THE CENTER OF THE ROOM WAS FOUND ON THE SAME LEVEL AS THE
 OG0783'BOTTOM OF AN ACCESS WINDOW AND THE TOP OF A METAL PIPE IN THE
 OG0783'APPROXIMATE CENTER OF THE ROOM WHICH IS ABOUT 2 FEET LOWER THAN
 OG0783'WHERE CENTER WAS FOUND IN THE ORIGINAL DESCRIPTION.
 OG0783'
 OG0783'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF LEWISTON, NEW
 OG0783'YORK, 1/2 MILE NORTHWEST OF THE LEWISTON-QUEENSTON BRIDGE, 1/2
 OG0783'MILE SOUTHEAST OF QUEENSTON, ON THE CANADIAN SIDE OF THE
 OG0783'NIAGARA RIVER, ON QUEENSTON HEIGHTS, IN QUEENSTON PARK, IN THE
 OG0783'CENTER OF THE OBSERVATION ROOM ATOP BROCKS MONUMENT (A MEMORIAL
 OG0783'TO GENERAL BROCK).  PERMISSION TO USE THE MONUMENT WAS OBTAINED
 OG0783'THROUGH MR. WALTER HALDERSON, SUPERINTENDENT, NIAGARA NATIONAL
 OG0783'HISTORIC SITES, POST OFFICE BOX 787, NIAGARA-ON-THE-LAKE,
 OG0783'ONTARIO.
 OG0783'
 OG0783'STATION IS THE CENTER OF THE OBSERVATION ROOM WHICH IS 0.005
 OG0783'METERS EAST OF A PUNCH HOLE IN TOP OF THE METAL PIPE.
 OG0783'
 OG0783'A TAPE MEASUREMENT WAS MADE TO BROCKS MONUMENT REFERENCE
 OG0783'POINT, THE DISTANCE BEING 5.450 FEET OR 1.663 METERS.  A TRAVERSE
 OG0783'MEASUREMENT WAS MADE TO BROCK ECC, THE DISTANCE BEING (5.76 FEET)
 OG0783'OR 1.7562 METERS.  FOR ADDITIONAL INFORMATION ON BROCKS MONUMENT
 OG0783'REFERENCE POINT AND BROCK ECC REFER TO THE DESCRIPTION TO
 OG0783'STATION BROCKS MONUMENT REFERENCE POINT.
 OG0783'
 OG0783'NOTE--CENTER OF THE OBSERVATION ROOM WAS DETERMINED BY MEASURING
 OG0783'THE CIRCUMFERENCE.
 OG0783'
 OG0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OG0783'1/2 MILE SOUTHEAST OF QUEENSTON, ONTARIO, CANADA.
 OG0783
 OG0783                          STATION RECOVERY (1973)
 OG0783
 OG0783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0783'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2480 ***********************************************************************
 OF2480  DESIGNATION -  BROCKPORT RESET
 OF2480  PID         -  OF2480
 OF2480  STATE/COUNTY-  NY/MONROE
 OF2480  USGS QUAD   -  BROCKPORT (1978)
 OF2480
 OF2480                         *CURRENT SURVEY CONTROL
 OF2480  ___________________________________________________________________
 OF2480* NAD 83(1996)-  43 11 28.89293(N)    077 56 01.67321(W)     ADJUSTED  
 OF2480* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 OF2480  ___________________________________________________________________
 OF2480  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 OF2480  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OF2480
 OF2480  HORZ ORDER  -  FIRST
 OF2480
 OF2480.The horizontal coordinates were established by classical geodetic methods
 OF2480.and adjusted by the National Geodetic Survey in January 1999..
 OF2480
 OF2480.The orthometric height was scaled from a topographic map.
 OF2480
 OF2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2480
 OF2480.The geoid height was determined by GEOID03.
 OF2480
 OF2480;                    North         East     Units Scale Factor Converg.
 OF2480;SPC NY W     -   354,632.498   402,795.846   MT  0.99997178   +0 26 40.5
 OF2480;SPC NY W     - 1,163,490.12  1,321,506.04   sFT  0.99997178   +0 26 40.5
 OF2480;UTM  18      - 4,786,244.532   261,607.644   MT  1.00029916   -2 00 32.2
 OF2480;UTM  17      - 4,786,630.472   749,151.767   MT  1.00036370   +2 05 58.9
 OF2480
 OF2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2480!SPC NY W     -   0.99997107  x   0.99997178  =   0.99994286
 OF2480!UTM  18      -   0.99997107  x   1.00029916  =   1.00027023
 OF2480!UTM  17      -   0.99997107  x   1.00036370  =   1.00033476
 OF2480
 OF2480:                Primary Azimuth Mark                     Grid Az
 OF2480:SPC NY W     -  HILTON MUNICIPAL TANK 1939               048 49 42.5
 OF2480:UTM  18      -  HILTON MUNICIPAL TANK 1939               051 16 55.2
 OF2480:UTM  17      -  HILTON MUNICIPAL TANK 1939               047 10 24.1
 OF2480
 OF2480|---------------------------------------------------------------------|
 OF2480| PID    Reference Object                     Distance      Geod. Az  |
 OF2480|                                                           dddmmss.s |
 OF2480| OF2555 HILTON MUNICIPAL TANK 1939          APPROX.15.4 KM 0491623.0 |
 OF2480| DA1586 BROCKPORT RM 1                       32.894 METERS 08758     |
 OF2480| OF2273 ROCHESTER RADIO STATION WHEC TOWER  APPROX.22.3 KM 0954204.4 |
 OF2480| DA1590 BROCKPORT RM EAST                    41.681 METERS 11113     |
 OF2480| OF2467 CHURCHVILLE MUN WATER TANK          APPROX.10.2 KM 1563115.1 |
 OF2480| DA1588 BROCKPORT RM 4                       22.740 METERS 15710     |
 OF2480| OF2468 BERGEN MUN TANK                     APPROX.12.5 KM 1844152.9 |
 OF2480| OG0486 CLEVELAND ALBANY AIRWAY BCN 23      APPROX.15.2 KM 2023656.5 |
 OF2480| CZ4128 BROCKPORT AZ MK                                    2380015.8 |
 OF2480| CZ4129 728                                                3145105.8 |
 OF2480| DA1589 BROCKPORT RM 5                       24.710 METERS 32350     |
 OF2480| OF2510 BROCKPORT STATE COLLEGE DOME        APPROX. 2.4 KM 3401036.0 |
 OF2480| OF2493 BROCKPORT ROCHESTER TEL MAST        APPROX. 2.6 KM 3483740.4 |
 OF2480| DA1587 BROCKPORT RM 2                       29.433 METERS 34953     |
 OF2480|---------------------------------------------------------------------|
 OF2480
 OF2480                          SUPERSEDED SURVEY CONTROL
 OF2480
 OF2480  NAD 83(1986)-  43 11 28.89966(N)    077 56 01.67197(W) AD(       ) 1
 OF2480  NAD 27      -  43 11 28.67880(N)    077 56 02.63173(W) AD(       ) 1
 OF2480
 OF2480.Superseded values are not recommended for survey control.
 OF2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2480.See file dsdata.txt to determine how the superseded data were derived.
 OF2480
 OF2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6160886245(NAD 83)
 OF2480_MARKER: V = STONE MONUMENT
 OF2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2480
 OF2480  HISTORY     - Date     Condition        Report By
 OF2480  HISTORY     - 1875     MONUMENTED       USLS
 OF2480  HISTORY     - 1939     SEE DESCRIPTION  CGS
 OF2480  HISTORY     - 1969     GOOD             CGS
 OF2480  HISTORY     - 1977     GOOD             NY-055
 OF2480  HISTORY     - 1990     GOOD             USPSQD
 OF2480
 OF2480                          STATION DESCRIPTION
 OF2480
 OF2480'DESCRIBED BY US LAKE SURVEY 1875
 OF2480'THIS STATION IS SITUATED IN LOT 13, SECTION 7, DISTRICT NO.3,
 OF2480'SWEDEN TOWNSHIP, MONROE COUNTY, NEW YORK, ABOUT 1-1/2 MILES SOUTH
 OF2480'AND HALF A MILE EAST OF THE VILLAGE OF BROCKPORT.  THE HEIGHT OF
 OF2480'STATION USED WAS 38 FEET.  THE GEODETIC POINT IS MARKED BY A CUT
 OF2480'MARBLE POST OF THE USUAL FORM, SET 3 FEET BELOW THE SURFACE, WITH
 OF2480'A STONE OF THE SAME FORM SET DIRECTLY OVER IT AND PROJECTING 6
 OF2480'INCHES ABOVE THE SURFACE.  TWO STONE REFERENCE POSTS ARE SET IN
 OF2480'THE ROAD TO THE SOUTH OF THE STATION AS FOLLOWS--ONE BEARING SOUTH
 OF2480'22 DEG 24 MIN WEST, DISTANT 471.64 METERS.  AND ONE BEARING
 OF2480'SOUTH 0 DEG 31 MIN EAST, DISTANT 451.51 METERS FROM THE GEODETIC
 OF2480'POINT.  THE INTERSECTION OF AN EAST-AND-WEST ROAD ABOUT
 OF2480'HALF A MILE NORTH OF THE STATION, AND A NORTH-AND-SOUTH ROAD,
 OF2480'WHICH IS A PROLONGATION OF MAIN STREET, OF BROCKPORT, IS AT THE
 OF2480'CORNER OF LOTS 5, 11, 8, AND 14, AND BEARS NORTH 45 DEG 55 MIN
 OF2480'WEST, AND IS DISTANT 1118.8 METERS FROM THE GEODETIC POINT.  THE
 OF2480'HEIGHT OF GROUND AT THE STATION ABOVE MEAN LEVEL OF LAKE ONTARIO
 OF2480'IS 481.1 FEET.
 OF2480
 OF2480                          STATION RECOVERY (1939)
 OF2480
 OF2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF2480'STATION IS LOCATED IN SWEDEN TOWNSHIP ON THE HIGHEST PART OF A
 OF2480'HILL IN THE EASTERN END OF THE LAKE VIEW CEMETERY PROPERTY.  IT IS
 OF2480'ABOUT 1-1/2 MILES SOUTH OF BROCKPORT VILLAGE AND 0.6 MILE SOUTHEAST
 OF2480'OF INTERSECTION OF STATE HIGHWAYS 31 AND 63.  IT IS 140 FEET WEST
 OF2480'OF SOUTHEAST CORNER OF THICK GROVE OF TREES AND IS ON THE NORTH
 OF2480'EDGE OF A CULTIVATED FIELD.  THE UNDERGROUND MARK IS A MARBLE
 OF2480'POST WITH A 3/8-INCH HOLE MARKING THE POINT.  THE STATION MARK IS
 OF2480'A ROUND CONCRETE MONUMENT 9 INCHES IN DIAMETER WITH A BRASS
 OF2480'PLATE IN IT AND STAMPED U.S. LAKE SURVEY, 1875, 1935.
 OF2480'
 OF2480'THE TWO STONE REFERENCE POSTS MENTIONED IN 1875 DESCRIPTION
 OF2480'COULD NOT BE FOUND.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 OF2480'
 OF2480'REFERENCE MARK NO.1 IS DESCRIBED, AND STAMPED
 OF2480'BROCKPORT, 1939.  IT IS 19 FEET WEST OF NORTH-SOUTH FENCE AND
 OF2480'PROJECTS 4 INCHES ABOVE THE SURFACE.
 OF2480'
 OF2480'REFERENCE MARK NO.2 IS DESCRIBED, AND STAMPED
 OF2480'BROCKPORT, 1939.  IT IS 6 FEET NORTH OF CENTER LINE OF LANE AND
 OF2480'PROJECTS 4 INCHES ABOVE THE SURFACE.
 OF2480'
 OF2480'U.S. LAKE SURVEY REFERENCE MARK IS A 6- BY 6-INCH CONCRETE
 OF2480'MONUMENT SET FLUSH WITH THE GROUND AND STAMPED U.S.L.S.-R.M. 1875,
 OF2480'1935.  IT IS 2 FEET WEST OF NORTH-SOUTH FENCE.
 OF2480'
 OF2480'U.S.C. AND G.S. AND S.S. NO.728 IS A BRONZE DISK SET IN A
 OF2480'6- BY 6-INCH PRECAST CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 OF2480'IS 40.8 FEET EAST OF CENTER LINE OF STATE HIGHWAY 63 AND 17.5 FEET
 OF2480'NORTH OF CENTER LINE OF STATE HIGHWAY 31.
 OF2480
 OF2480                          STATION RECOVERY (1969)
 OF2480
 OF2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2480'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 OF2480'MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT RECOVERED AND HAVE
 OF2480'EVIDENTLY BEEN DESTROYED.  REFERENCE MARK (USLS) WAS NOT RECOVERED
 OF2480'AND 728 (USGS) MARK LOCATION IS NOW UNDER A PAVED ROAD.  AN AZ MK,
 OF2480'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.  DUE TO
 OF2480'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 OF2480'
 OF2480'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF BROCKPORT, 1/2
 OF2480'MILE EAST OF STATE HIGHWAY 19, 1/2 MILE SOUTH OF STATE HIGHWAY 31,
 OF2480'1/4 MILE NORTH OF SHUMWAY ROAD AND ON PROPERTY OWNED BY THE
 OF2480'LAKEVIEW CEMETERY AND JUST WEST OF THE U.S. AIR FORCE INSTALLATION.
 OF2480'
 OF2480'TO REACH THE STATION FROM THE POST OFFICE IN BROCKPORT, GO SOUTH
 OF2480'ON STATE HIGHWAY 19 AND 31 FOR 1.25 MILES TO THE JUNCTION OF STATE
 OF2480'HIGHWAY 31A.  CONTINUE SOUTH ON STATE HIGHWAY 19 FOR 0.4 MILE TO
 OF2480'THE ENTRANCE TO THE LAKEVIEW CEMETERY ON LEFT.  CONTINUE SOUTH ON
 OF2480'STATE HIGHWAY 19 FOR 0.15 MILE TO THE MOST SOUTHERLY DRIVE
 OF2480'INTO CEMETERY.  (TO REACH THE AZ MK FROM HERE, CONTINUE SOUTH
 OF2480'ON STATE HIGHWAY 19 FOR 0.2 MILE TO SHUMWAY ROAD ON LEFT.  TURN
 OF2480'LEFT AND GO EAST ON SHUMWAY ROAD FOR 0.1 MILE TO MARK ON LEFT AS
 OF2480'DESCRIBED.) TURN LEFT INTO CEMETERY DRIVEWAY AND GO
 OF2480'EAST ON CROOKED DRIVE THROUGH CEMETERY FOR 0.6 MILE TO THE U.S. AIR
 OF2480'FORCE INSTALLATION AND STATION AS DESCRIBED.
 OF2480'
 OF2480'STATION MARK, STAMPED BROCKPORT 1875 1935, IS A U.S. LAKE SURVEY
 OF2480'DISK SET IN A 10-INCH ROUND CONCRETE POST THAT IS SET FLUSH.  IT IS
 OF2480'75.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF FENCE AROUND
 OF2480'U.S. AIR FORCE INSTALLATION, 38.5 FEET SOUTHWEST OF THE NORTHWEST
 OF2480'CORNER OF THE FENCE, 30.5 FEET WEST OF THE WEST SIDE OF THE
 OF2480'FENCE, 22.5 FEET EAST OF CENTER OF GRAVELED ROAD AND 7 FEET SOUTH
 OF2480'OF A CONCRETE POST THAT PROJECTS ABOUT 3 FEET.
 OF2480'
 OF2480'RM 4, STAMPED BROCKPORT USLS 1875 NO 4 1969, PROJECTS ABOUT 4
 OF2480'INCHES AND IS SET IN A ROUND CONCRETE POST.  IT IS ABOUT 5.5 FEET
 OF2480'LOWER IN ELEVATION THAN THE STATION MARK, 2.5 FEET SOUTH OF A
 OF2480'METAL WITNESS POST AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF FENCE.
 OF2480'
 OF2480'RM 5, STAMPED BROCKPORT USLS 1875 NO 5 1969, IS SET IN TOP OF A
 OF2480'ROUND CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 OF2480'GROUND.  IT IS 89 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 OF2480'FENCE AROUND THE AIR FORCE INSTALLATION, 12 FEET NORTH OF CENTER
 OF2480'OF GRAVELED ROAD AND 1.9 FEET SOUTHEAST OF THE METAL WITNESS POST.
 OF2480'
 OF2480'AZ MK, STAMPED BROCKPORT USLS 1875 1969, IS SET IN A CONCRETE POST
 OF2480'THAT PROJECTS 1 INCH.  IT IS 33 FEET NORTH OF CENTER OF SHUMWAY
 OF2480'ROAD, 12 FEET EAST OF POWER POLE 839, 1.5 FEET EAST OF A METAL
 OF2480'WITNESS POST AND AT THE SOUTHEAST CORNER OF AN ORCHARD.
 OF2480'
 OF2480'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 OF2480'
 OF2480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF2480'1-1/2 MILES SOUTH OF BROCKPORT.
 OF2480
 OF2480                          STATION RECOVERY (1977)
 OF2480
 OF2480'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2480'BROCKPORT RECOVERED IN GOOD CONDITION.
 OF2480'
 OF2480'BROCKPORT AZ MK RECOVERED IN GOOD CONDITION.
 OF2480
 OF2480                          STATION RECOVERY (1990)
 OF2480
 OF2480'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 OF2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2493 ***********************************************************************
 OF2493  DESIGNATION -  BROCKPORT ROCHESTER TEL MAST
 OF2493  PID         -  OF2493
 OF2493  STATE/COUNTY-  NY/MONROE
 OF2493  USGS QUAD   -  BROCKPORT (1978)
 OF2493
 OF2493                         *CURRENT SURVEY CONTROL
 OF2493  ___________________________________________________________________
 OF2493* NAD 83(1996)-  43 12 51.88354(N)    077 56 24.49490(W)     ADJUSTED  
 OF2493* NAVD 88     -                                                        
 OF2493  ___________________________________________________________________
 OF2493  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OF2493  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OF2493
 OF2493  HORZ ORDER  -  THIRD
 OF2493
 OF2493.The horizontal coordinates were established by classical geodetic methods
 OF2493.and adjusted by the National Geodetic Survey in January 1999..
 OF2493
 OF2493
 OF2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2493
 OF2493.The geoid height was determined by GEOID03.
 OF2493
 OF2493;                    North         East     Units Scale Factor Converg.
 OF2493;SPC NY W     -   357,189.476   402,260.884   MT  0.99997109   +0 26 25.5
 OF2493;SPC NY W     - 1,171,879.14  1,319,750.92   sFT  0.99997109   +0 26 25.5
 OF2493;UTM  18      - 4,788,822.919   261,182.517   MT  1.00030165   -2 00 50.9
 OF2493;UTM  17      - 4,789,171.920   748,542.921   MT  1.00035997   +2 05 46.5
 OF2493
 OF2493                          SUPERSEDED SURVEY CONTROL
 OF2493
 OF2493  NAD 83(1986)-  43 12 51.89038(N)    077 56 24.49371(W) AD(       ) 4
 OF2493  NAD 27      -  43 12 51.67400(N)    077 56 25.44532(W) AD(       ) 3
 OF2493
 OF2493.Superseded values are not recommended for survey control.
 OF2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2493.See file dsdata.txt to determine how the superseded data were derived.
 OF2493
 OF2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6118388823(NAD 83)
 OF2493
 OF2493  HISTORY     - Date     Condition        Report By
 OF2493  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2493  HISTORY     - 1974     GOOD             NY-055
 OF2493  HISTORY     - 19980802 GOOD             USPSQD
 OF2493
 OF2493                          STATION DESCRIPTION
 OF2493
 OF2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2493'THE STATION, BROCKPORT ROCHESTER TELEPHONE COMPANY RELAY MAST,
 OF2493'IS THE TOP CENTER OF THE RED LIGHT ATOP THE MAST WHICH IS
 OF2493'PAINTED IN ALTERNATING RED AND WHITE AND IS SUPPORTED BY 4 STEEL
 OF2493'LEGS.  THE MAST IS ABOUT 250 FEET IN HEIGHT.
 OF2493'
 OF2493'THE STATION IS LOCATED IN THE CENTER OF BROCKPORT ABOUT 0.05
 OF2493'MILE EAST OF THE INTERSECTION OF UTICA STREET AND ERIE STREET ON
 OF2493'THE SOUTH SIDE OF ERIE STREET.
 OF2493
 OF2493                          STATION RECOVERY (1974)
 OF2493
 OF2493'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1974 (JEG)
 OF2493'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF2493
 OF2493                          STATION RECOVERY (1998)
 OF2493
 OF2493'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2510 ***********************************************************************
 OF2510  DESIGNATION -  BROCKPORT STATE COLLEGE DOME
 OF2510  PID         -  OF2510
 OF2510  STATE/COUNTY-  NY/MONROE
 OF2510  USGS QUAD   -  BROCKPORT (1978)
 OF2510
 OF2510                         *CURRENT SURVEY CONTROL
 OF2510  ___________________________________________________________________
 OF2510* NAD 83(1996)-  43 12 42.79501(N)    077 56 38.09596(W)     ADJUSTED  
 OF2510* NAVD 88     -                                                        
 OF2510  ___________________________________________________________________
 OF2510  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OF2510  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OF2510
 OF2510  HORZ ORDER  -  THIRD
 OF2510
 OF2510.The horizontal coordinates were established by classical geodetic methods
 OF2510.and adjusted by the National Geodetic Survey in January 1999..
 OF2510
 OF2510
 OF2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2510
 OF2510.The geoid height was determined by GEOID03.
 OF2510
 OF2510;                    North         East     Units Scale Factor Converg.
 OF2510;SPC NY W     -   356,906.665   401,956.051   MT  0.99997069   +0 26 16.1
 OF2510;SPC NY W     - 1,170,951.28  1,318,750.81   sFT  0.99997069   +0 26 16.1
 OF2510;UTM  18      - 4,788,553.333   260,865.747   MT  1.00030352   -2 00 59.9
 OF2510;UTM  17      - 4,788,880.306   748,246.272   MT  1.00035816   +2 05 36.8
 OF2510
 OF2510                          SUPERSEDED SURVEY CONTROL
 OF2510
 OF2510  NAD 83(1986)-  43 12 42.80185(N)    077 56 38.09475(W) AD(       ) 4
 OF2510  NAD 27      -  43 12 42.58467(N)    077 56 39.04581(W) AD(       ) 3
 OF2510
 OF2510.Superseded values are not recommended for survey control.
 OF2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2510.See file dsdata.txt to determine how the superseded data were derived.
 OF2510
 OF2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6086688553(NAD 83)
 OF2510_MARKER: 87 = DOME
 OF2510
 OF2510  HISTORY     - Date     Condition        Report By
 OF2510  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2510  HISTORY     - 19980802 GOOD             USPSQD
 OF2510
 OF2510                          STATION DESCRIPTION
 OF2510
 OF2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2510'THE STATION, BROCKPORT STATE COLLEGE DOME, IS THE TOP CENTER OF THE
 OF2510'YELLOW DOME ATOP THE ADMINISTRATION BUILDING AND IS ABOUT 100
 OF2510'FEET IN HEIGHT.
 OF2510'
 OF2510'THE STATION IS LOCATED IN THE CENTER OF BROCKPORT JUST WEST
 OF2510'OF THE INTERSECTION OF UTICA STREET AND COLLEGE STREET.
 OF2510
 OF2510                          STATION RECOVERY (1998)
 OF2510
 OF2510'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF2510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2659 ***********************************************************************
 OF2659  DESIGNATION -  BROCKPORT WATER WORKS TANK
 OF2659  PID         -  OF2659
 OF2659  STATE/COUNTY-  NY/MONROE
 OF2659  USGS QUAD   -  HAMLIN (1978)
 OF2659
 OF2659                         *CURRENT SURVEY CONTROL
 OF2659  ___________________________________________________________________
 OF2659* NAD 83(1996)-  43 21 23.64713(N)    077 55 20.11387(W)     ADJUSTED  
 OF2659* NAVD 88     -                                                        
 OF2659  ___________________________________________________________________
 OF2659  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OF2659  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF2659
 OF2659  HORZ ORDER  -  THIRD
 OF2659
 OF2659.The horizontal coordinates were established by classical geodetic methods
 OF2659.and adjusted by the National Geodetic Survey in January 1999..
 OF2659
 OF2659
 OF2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2659
 OF2659.The geoid height was determined by GEOID03.
 OF2659
 OF2659;                    North         East     Units Scale Factor Converg.
 OF2659;SPC NY W     -   372,993.230   403,589.029   MT  0.99997281   +0 27 13.9
 OF2659;SPC NY W     - 1,223,728.62  1,324,108.34   sFT  0.99997281   +0 27 13.9
 OF2659;UTM  18      - 4,804,560.274   263,187.812   MT  1.00028990   -2 00 25.8
 OF2659;UTM  17      - 4,805,013.673   749,413.587   MT  1.00036528   +2 06 50.7
 OF2659
 OF2659                          SUPERSEDED SURVEY CONTROL
 OF2659
 OF2659  NAD 83(1986)-  43 21 23.65451(N)    077 55 20.11334(W) AD(       ) 4
 OF2659  NAD 27      -  43 21 23.44040(N)    077 55 21.06314(W) AD(       ) 3
 OF2659
 OF2659.Superseded values are not recommended for survey control.
 OF2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2659.See file dsdata.txt to determine how the superseded data were derived.
 OF2659
 OF2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP6318804560(NAD 83)
 OF2659_MARKER: 53 = ELEVATED TANK
 OF2659
 OF2659  HISTORY     - Date     Condition        Report By
 OF2659  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2659  HISTORY     - 19980828 GOOD             USPSQD
 OF2659
 OF2659                          STATION DESCRIPTION
 OF2659
 OF2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2659'THE STATION, BROCKPORT WATER WORKS PUMPING STATION TANK, IS THE
 OF2659'TOP CENTER OF THE SILVER CYLINDRICAL TANK WHICH IS SUPPORTED BY
 OF2659'4 STEEL LEGS AND IS ABOUT 70 FEET IN HEIGHT.
 OF2659'
 OF2659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 OF2659'LAKE ONTARIO STATE PARKWAY, ABOUT 4-1/2 MILES NORTH OF HAMLIN
 OF2659'CENTER, GO WEST ON LAKE ONTARIO STATE PARKWAY FOR 1.2 MILES TO
 OF2659'THE STATION ON THE RIGHT.
 OF2659
 OF2659                          STATION RECOVERY (1998)
 OF2659
 OF2659'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0781 ***********************************************************************
 OG0781  DESIGNATION -  BROCKS MON REF PT 1972
 OG0781  PID         -  OG0781
 OG0781  STATE/COUNTY-  NY/NIAGARA
 OG0781  USGS QUAD   -  
 OG0781
 OG0781                         *CURRENT SURVEY CONTROL
 OG0781  ___________________________________________________________________
 OG0781* NAD 83(1996)-  43 09 36.41724(N)    079 03 10.88455(W)     ADJUSTED  
 OG0781* NAVD 88     -       225.4    (meters)     739.     (feet)  VERTCON   
 OG0781  ___________________________________________________________________
 OG0781  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OG0781  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OG0781
 OG0781  HORZ ORDER  -  FIRST
 OG0781
 OG0781.The horizontal coordinates were established by classical geodetic methods
 OG0781.and adjusted by the National Geodetic Survey in January 1999..
 OG0781
 OG0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0781
 OG0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0781
 OG0781.The geoid height was determined by GEOID03.
 OG0781
 OG0781;                    North         East     Units Scale Factor Converg.
 OG0781;SPC NY W     -   351,063.977   311,802.967   MT  0.99995544   -0 19 16.6
 OG0781;SPC NY W     - 1,151,782.40  1,022,973.57   sFT  0.99995544   -0 19 16.6
 OG0781;UTM  17      - 4,780,435.626   658,284.164   MT  0.99990821   +1 19 55.5
 OG0781
 OG0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0781!SPC NY W     -   0.99997027  x   0.99995544  =   0.99992571
 OG0781!UTM  17      -   0.99997027  x   0.99990821  =   0.99987848
 OG0781
 OG0781:                Primary Azimuth Mark                     Grid Az
 OG0781:SPC NY W     -  LEWISTON MUN TANK                        116 24 19.7
 OG0781:UTM  17      -  LEWISTON MUN TANK                        114 45 07.6
 OG0781
 OG0781|---------------------------------------------------------------------|
 OG0781| PID    Reference Object                     Distance      Geod. Az  |
 OG0781|                                                           dddmmss.s |
 OG0781| OG0777 LEWISTON MUN TANK                   APPROX. 1.4 KM 1160503.1 |
 OG0781| OG0780 NIAGARA UNIV POWER AUTH TOWER       APPROX. 2.8 KM 1424631.3 |
 OG0781| OG0784 BROCK ECC                             2.436 METERS 27022     |
 OG0781| OG0783 BROCK MONUMENT                        1.663 METERS 31703     |
 OG0781|---------------------------------------------------------------------|
 OG0781
 OG0781                          SUPERSEDED SURVEY CONTROL
 OG0781
 OG0781  NAD 83(1986)-  43 09 36.42323(N)    079 03 10.88305(W) AD(       ) 1
 OG0781  NAD 27      -  43 09 36.22569(N)    079 03 11.71994(W) AD(       ) 1
 OG0781  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 OG0781
 OG0781.Superseded values are not recommended for survey control.
 OG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0781.See file dsdata.txt to determine how the superseded data were derived.
 OG0781
 OG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5828480436(NAD 83)
 OG0781_MARKER: X = CHISELED CROSS
 OG0781_SETTING: 0 = UNSPECIFIED SETTING
 OG0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0781
 OG0781  HISTORY     - Date     Condition        Report By
 OG0781  HISTORY     - 1972     MONUMENTED       NGS
 OG0781  HISTORY     - 1983     GOOD             USPSQD
 OG0781
 OG0781                          STATION DESCRIPTION
 OG0781
 OG0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0781'STATION IS LOCATED 1-1/2 MILES SOUTH OF LEWISTON, NEW YORK, 1/2
 OG0781'MILE SOUTHEAST OF QUEENSTON, ONTARIO, 1/2 MILE NORTHWEST OF THE
 OG0781'LEWISTON-QUEENSTON BRIDGE, ON THE CANADIAN SIDE OF THE NIAGARA
 OG0781'RIVER, ON QUEENSTON HEIGHTS, IN QUEENSTON PARK, IN THE SOUTHEAST
 OG0781'CORNER OF THE CONCRETE PLATFORM AT THE BASE OF THE FIGURE ON TOP
 OG0781'OF BROCKS MONUMENT (A MEMORIAL TO GENERAL BROCK).  PERMISSION TO
 OG0781'USE THE MONUMENT WAS OBTAINED THROUGH MR. WALKER HALDERSON,
 OG0781'SUPERINTENDENT, NIAGARA NATIONAL HISTORIC SITES, POST OFFICE
 OG0781'BOX 787, NIAGARA-ON-THE-LAKE, ONTARIO.
 OG0781'
 OG0781'STATION MARK, IS A CHISELED CROSS IN THE SOUTHEAST CORNER OF THE
 OG0781'PLATFORM ATOP THE MONUMENT.  IT IS 1.7 FEET SOUTHEAST OF THE EDGE OF
 OG0781'THE OBSERVATION ROOM OF THE MONUMENT, 1.6 FEET SOUTH OF THE SOUTH
 OG0781'LADDER LEG LEADING UP TO THE FIGURE ATOP THE MONUMENT AND 1.5 FEET
 OG0781'NORTHWEST OF THE BASE OF A LARGE FLOOD LIGHT.
 OG0781'
 OG0781'BROCKS MONUMENT (USLS) 1875, IS THE CENTER OF THE OBSERVATION ROOM
 OG0781'ATOP THE MONUMENT ON THE SAME LEVEL AS THE BOTTOM OF AN ACCESS
 OG0781'WINDOW AND A METAL PIPE IN THE APPROXIMATE CENTER OF THE ROOM.  THE
 OG0781'POINT IS 0.005 METERS EAST OF A PUNCH HOLE IN TOP OF THE METAL
 OG0781'PIPE.
 OG0781'
 OG0781'BROCK ECC (G.S. OF C.), STAMPED 663053, IS A GEODETIC SURVEY OF
 OG0781'CANADA TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE
 OG0781'CENTER OF A LADDER LEADING FROM THE OBSERVATION ROOM AND 1.3 FEET
 OG0781'NORTHEAST OF THE BASE OF A LARGE FLOOD LIGHT.
 OG0781'
 OG0781'NEAREST TOWN--QUEENSTON.
 OG0781'
 OG0781'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OG0781
 OG0781                          STATION RECOVERY (1983)
 OG0781
 OG0781'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 OG0781'BROCKS MONUMENT HAT RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0782 ***********************************************************************
 OG0782  DESIGNATION -  BROCKS MONUMENT HAT
 OG0782  PID         -  OG0782
 OG0782  STATE/COUNTY-  NY/NIAGARA
 OG0782  USGS QUAD   -  
 OG0782
 OG0782                         *CURRENT SURVEY CONTROL
 OG0782  ___________________________________________________________________
 OG0782* NAD 83(1996)-  43 09 36.44922(N)    079 03 10.94031(W)     ADJUSTED  
 OG0782* NAVD 88     -                                                        
 OG0782  ___________________________________________________________________
 OG0782  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OG0782  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OG0782
 OG0782  HORZ ORDER  -  THIRD
 OG0782
 OG0782.The horizontal coordinates were established by classical geodetic methods
 OG0782.and adjusted by the National Geodetic Survey in January 1999..
 OG0782
 OG0782
 OG0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0782
 OG0782.The geoid height was determined by GEOID03.
 OG0782
 OG0782;                    North         East     Units Scale Factor Converg.
 OG0782;SPC NY W     -   351,064.971   311,801.713   MT  0.99995544   -0 19 16.7
 OG0782;SPC NY W     - 1,151,785.66  1,022,969.45   sFT  0.99995544   -0 19 16.7
 OG0782;UTM  17      - 4,780,436.583   658,282.882   MT  0.99990820   +1 19 55.5
 OG0782
 OG0782                          SUPERSEDED SURVEY CONTROL
 OG0782
 OG0782  NAD 83(1986)-  43 09 36.45490(N)    079 03 10.93842(W) AD(       ) 4
 OG0782  NAD 27      -  43 09 36.25405(N)    079 03 11.77609(W) AD(       ) 3
 OG0782
 OG0782.Superseded values are not recommended for survey control.
 OG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0782.See file dsdata.txt to determine how the superseded data were derived.
 OG0782
 OG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5828380437(NAD 83)
 OG0782_MARKER: Z = SEE DESCRIPTION
 OG0782_SETTING: 0 = UNSPECIFIED SETTING
 OG0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0782
 OG0782  HISTORY     - Date     Condition        Report By
 OG0782  HISTORY     - 1972     MONUMENTED       NGS
 OG0782  HISTORY     - 19971012 GOOD             USPSQD
 OG0782
 OG0782                          STATION DESCRIPTION
 OG0782
 OG0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0782'THE STATION IS THE CROWN OF THE HAT OR THE HIGHEST PART OF
 OG0782'BROCKS MONUMENT.
 OG0782'
 OG0782'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF LEWISTON, NEW YORK,
 OG0782'1/2 MILE NORTHWEST OF THE LEWISTON-QUEENSTON BRIDGE, 1/2 MILE
 OG0782'SOUTHEAST OF QUEENSTON, ON THE CANADIAN SIDE OF THE NIAGARA
 OG0782'RIVER, ON QUEENSTON HEIGHTS AND IN QUEENSTON PARK.
 OG0782'
 OG0782'THE MONUMENT IS APPROXIMATELY 280 FEET HIGH.
 OG0782
 OG0782                          STATION RECOVERY (1997)
 OG0782
 OG0782'RECOVERY NOTE BY US POWER SQUADRON 1997
 OG0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2217 ***********************************************************************
 PH2217  DESIGNATION -  BROCKVILLE PRESBY CH SPIRE IBC
 PH2217  PID         -  PH2217
 PH2217  STATE/COUNTY-  NY/ST LAWRENCE
 PH2217  USGS QUAD   -  MORRISTOWN (1982)
 PH2217
 PH2217                         *CURRENT SURVEY CONTROL
 PH2217  ___________________________________________________________________
 PH2217* NAD 83(1996)-  44 35 25.58071(N)    075 41 10.93525(W)     ADJUSTED  
 PH2217* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 PH2217  ___________________________________________________________________
 PH2217  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 PH2217  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 PH2217
 PH2217  HORZ ORDER  -  THIRD
 PH2217
 PH2217.The horizontal coordinates were established by classical geodetic methods
 PH2217.and adjusted by the National Geodetic Survey in January 1999..
 PH2217
 PH2217.The orthometric height was scaled from a topographic map.
 PH2217
 PH2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2217
 PH2217.The geoid height was determined by GEOID03.
 PH2217
 PH2217;                    North         East     Units Scale Factor Converg.
 PH2217;SPC NY E     -   640,049.858    55,803.726   MT  1.00000908   -0 49 58.6
 PH2217;SPC NY E     - 2,099,896.91    183,082.72   sFT  1.00000908   -0 49 58.6
 PH2217;UTM  18      - 4,937,684.108   445,519.454   MT  0.99963650   -0 28 54.7
 PH2217
 PH2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2217!SPC NY E     -   0.99999088  x   1.00000908  =   0.99999996
 PH2217!UTM  18      -   0.99999088  x   0.99963650  =   0.99962738
 PH2217
 PH2217                          SUPERSEDED SURVEY CONTROL
 PH2217
 PH2217  NAD 83(1986)-  44 35 25.58831(N)    075 41 10.93579(W) AD(       ) 4
 PH2217  NAD 27      -  44 35 25.38300(N)    075 41 12.09900(W) AD(       ) 3
 PH2217
 PH2217.Superseded values are not recommended for survey control.
 PH2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2217.See file dsdata.txt to determine how the superseded data were derived.
 PH2217
 PH2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4551937684(NAD 83)
 PH2217_MARKER: 90 = CHURCH SPIRE
 PH2217
 PH2217  HISTORY     - Date     Condition        Report By
 PH2217  HISTORY     - 1939     FIRST OBSERVED   IBC
 PH2217  HISTORY     - 1957     GOOD             IBC
 PH2217
 PH2217                          STATION DESCRIPTION
 PH2217
 PH2217'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1939 (JGH)
 PH2217'THE TALLEST AND MOST CONSPICUOUS SPIRE IN THE CITY OF BROCKVILLE.
 PH2217'
 PH2217'STATION MARK--THE CENTER OF THE TIP OF THE SPIRE.  IT IS NOT FEASIBLE
 PH2217'TO OCCUPY THE STATION.
 PH2217
 PH2217                          STATION RECOVERY (1957)
 PH2217
 PH2217'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2217'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1983 ***********************************************************************
 OE1983  DESIGNATION -  BROCKWAY
 OE1983  PID         -  OE1983
 OE1983  STATE/COUNTY-  NY/ONEIDA
 OE1983  USGS QUAD   -  CAMDEN WEST (1980)
 OE1983
 OE1983                         *CURRENT SURVEY CONTROL
 OE1983  ___________________________________________________________________
 OE1983* NAD 83(1996)-  43 15 49.32632(N)    075 49 07.81110(W)     ADJUSTED  
 OE1983* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 OE1983  ___________________________________________________________________
 OE1983  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 OE1983  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 OE1983
 OE1983  HORZ ORDER  -  FIRST
 OE1983
 OE1983.The horizontal coordinates were established by classical geodetic methods
 OE1983.and adjusted by the National Geodetic Survey in January 1999..
 OE1983
 OE1983.The orthometric height was scaled from a topographic map.
 OE1983
 OE1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1983
 OE1983.The geoid height was determined by GEOID03.
 OE1983
 OE1983;                    North         East     Units Scale Factor Converg.
 OE1983;SPC NY C     -   362,748.026   312,066.806   MT  0.99998487   +0 31 26.3
 OE1983;SPC NY C     - 1,190,115.82  1,023,839.18   sFT  0.99998487   +0 31 26.3
 OE1983;UTM  18      - 4,790,424.575   433,543.981   MT  0.99965433   -0 33 40.4
 OE1983
 OE1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1983!SPC NY C     -   0.99997528  x   0.99998487  =   0.99996015
 OE1983!UTM  18      -   0.99997528  x   0.99965433  =   0.99962962
 OE1983
 OE1983:                Primary Azimuth Mark                     Grid Az
 OE1983:SPC NY C     -  BROCKWAY AZ MK                           117 44 51.2
 OE1983:UTM  18      -  BROCKWAY AZ MK                           118 49 57.9
 OE1983
 OE1983|---------------------------------------------------------------------|
 OE1983| PID    Reference Object                     Distance      Geod. Az  |
 OE1983|                                                           dddmmss.s |
 OE1983| AI7714 BROCKWAY AZ MK                                     1181617.5 |
 OE1983|---------------------------------------------------------------------|
 OE1983
 OE1983                          SUPERSEDED SURVEY CONTROL
 OE1983
 OE1983  NAD 83(1986)-  43 15 49.33122(N)    075 49 07.80894(W) AD(       ) 1
 OE1983  NAD 27      -  43 15 49.08300(N)    075 49 09.12800(W) AD(       ) 1
 OE1983
 OE1983.Superseded values are not recommended for survey control.
 OE1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1983.See file dsdata.txt to determine how the superseded data were derived.
 OE1983
 OE1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3354490425(NAD 83)
 OE1983_MARKER: DS = TRIANGULATION STATION DISK
 OE1983_SETTING: 66 = SET IN ROCK OUTCROP
 OE1983_STAMPING: BROCKWAY 1942
 OE1983_MARK LOGO: CGS   
 OE1983_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1983+STABILITY: SURFACE MOTION
 OE1983
 OE1983  HISTORY     - Date     Condition        Report By
 OE1983  HISTORY     - 1942     MONUMENTED       CGS
 OE1983  HISTORY     - 19810826 GOOD             NGS
 OE1983
 OE1983                          STATION DESCRIPTION
 OE1983
 OE1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1983'THE STATION IS LOCATED ABOUT 6.0 MILES SW OF CAMDEN, 4.0 MILES
 OE1983'NE OF CLEVELAND, AND 3.0 MILES N OF ONEIDA LAKE, ON PROPERTY
 OE1983'OWNED BY MRS. LILLIAN JONES.  IT IS 0.1 MILE W OF A DESERTED
 OE1983'FARMHOUSE, ON THE HIGHEST PART OF A DENSELY WOODED HILL, 30
 OE1983'FEET N OF A TRIANGULAR-BLAZED 2-INCH MAPLE TREE, AND 5 FEET W
 OE1983'OF A TRIANGULAR-BLAZED 2-INCH MAPLE TREE, AND 60 FEET E OF A
 OE1983'ONE-STRAND WIRE FENCE.  THE BRONZE DISK IS SET IN A DRILL HOLE
 OE1983'IN A BOULDER ABOUT 1 BY 2 FEET IN DIAMETER AND PROJECTS 1
 OE1983'FOOT.  IT IS STAMPED BROCKWAY 1942.
 OE1983'
 OE1983'NO UNDERGROUND MARK WAS SET.
 OE1983'
 OE1983'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE
 OE1983'AS DESCRIBED IN NOTE 11A.
 OE1983'
 OE1983'REFERENCE MARK NO.1 IS N OF THE STATION, 40 FEET E OF THE
 OE1983'N-AND-S FENCE LINE IN MIDDLE OF THE FIELD.  THE DISK IS STAMPED
 OE1983'BROCKWAY NO.1 1942, AND PROJECTS 4 INCHES.
 OE1983'
 OE1983'REFERENCE MARK NO.2 IS E OF THE STATION, AND ABOUT THE SAME
 OE1983'ELEVATION AS THE STATION MARK.  THE DISK IS STAMPED BROCKWAY
 OE1983'NO.2 1942, AND PROJECTS 5 INCHES.
 OE1983'
 OE1983'THE AZIMUTH MARK IS ABOUT 0.5 MILE SE OF THE STATION, 4 FEET N
 OE1983'OF AN E-AND-W STONE FENCE, 5 FEET E OF A TRIANGULAR-BLAZED
 OE1983'8-INCH ASH TREE, 0.05 MILE W OF THE HIGHEST PART OF THE HILL,
 OE1983'AND 0.3 MILE W OF A DESERTED FARMHOUSE.  THE DISK IS STAMPED
 OE1983'BROCKWAY 1942, AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION
 OE1983'RETURN TO THE DESERTED FARM AND GRAVEL ROAD.  TURN LEFT AND GO
 OE1983'0.25 MILE TO A FORK.  BEAR RIGHT AND GO 0.35 MILE TO THE
 OE1983'DRIVEWAY RIGHT TO A FARMHOUSE ON THE HILL.  TURN RIGHT INTO
 OE1983'DRIVEWAY AND GO 0.05 MILE TO FARMHOUSE.  BEAR LEFT AROUND
 OE1983'HOUSE AND FOLLOW FENCE LINE W FOR 0.3 MILE TO THE MARK ON
 OE1983'THE RIGHT.
 OE1983'
 OE1983'TO REACH THE STATION FROM HOTEL CLEVELAND IN CLEVELAND.  GO E
 OE1983'ON STATE ROUTE 49 FOR 2.85 MILES TO A GRAVEL SIDE ROAD
 OE1983'LEFT.  TURN LEFT AND GO N ON GRAVEL ROAD FOR 1.4 MILES TO
 OE1983'CROSSROADS.  CONTINUE STRAIGHT AHEAD N ON GRAVEL ROAD FOR 0.7
 OE1983'MILE TO A FORK.  BEAR RIGHT AND CONTINUE N ON GRAVEL ROAD FOR
 OE1983'0.5 MILE TO DRIVEWAY TO AN OLD ABANDONED FARMHOUSE ON THE LEFT
 OE1983'AND TRIANGULAR-BLAZED TREE.  TURN LEFT INTO DRIVEWAY, THEN
 OE1983'SHARP LEFT AND GO W ACROSS FIELD FOR 0.1 MILE TO THE HIGHEST
 OE1983'POINT AND STATION.
 OE1983'
 OE1983'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 OE1983'
 OE1983'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1983
 OE1983                          STATION RECOVERY (1981)
 OE1983
 OE1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OE1983'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 OE1983'RECOVERED IN GOOD CONDITION.  THE BOULDER THE STATION MARK IS SET IN
 OE1983'APPEARS TO BE LEANING TO THE NORTHWEST.  THE DISTANCE AND DIRECTION TO
 OE1983'THE REFERENCE MARKS CHECKED SO MAYBE THE MARK WAS SET THAT WAY. THE
 OE1983'AZIMUTH MARK IS BLOCKED BY A HEAVY GROWTH OF TREES ON BOTH ENDS. A NEW
 OE1983'DESCRIPTION FOLLOWS.
 OE1983'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF CAMDEN, 6.4
 OE1983'KM (3.95 MI) NORTHEAST OF CLEVELAND, 4.8 KM (3.00 MI) NORTH OF ONEIDA
 OE1983'LAKE AND ON A HIGH HILL COVERED WITH HEAVY TIMBER.  OWNERSHIP--MR AND
 OE1983'MRS MICHAEL FALTISCO, O/O R.C.  NORTON, RFD 1, CAMDEN, NEW YORK, 13316
 OE1983'TO REACH THE STATION FROM THE POST OFFICE IN CLEVELAND, GO EAST ON
 OE1983'STATE HIGHWAY 49 FOR 4.4 KM (2.75 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 OE1983'AND GO NORTH ON HALL ROAD FOR 2.3 KM (1.40 MI) TO A CROSSROAD.
 OE1983'CONTINUE NORTH ON HALL ROAD FOR 1.0 KM (0.60 MI) TO A SIDE ROAD LEFT.
 OE1983'CONTINUE NORTH ON HALL ROAD FOR 0.9 KM (0.55 MI) TO POWERLINE POLE
 OE1983'NUMBER 39 20153 50 ON THE LEFT AND THE END OF TRUCK TRAVEL. PACK
 OE1983'NORTHWEST UP A STEEP HILL FOR 125 YARDS TO THE HIGHEST PART OF HILL
 OE1983'AND THE STATION.
 OE1983'THE STATION IS A STANDARD NGS DISK STAMPED--BROCKWAY 1942--, CEMENTED
 OE1983'IN A DRILL HOLE IN A BOULDER THAT IS SUROUNDED BY A PIPE OF LOOSE
 OE1983'BOULDERS THAT PROJECT 3 FEET.  (0.9 M) LOCATED 8.1 METERS (26.6 FT)
 OE1983'SOUTH-SOUTHWEST FROM A TRIPLE TRUNKED MAPLE TREE WITH A TRIANGLE BLAZE
 OE1983'ON THE MOST EASTERLY TREE.  1.2 METER (3.9 FT) WEST FROM A
 OE1983'MULTI-TRUNCKED MAPLE TREE THAT HAS A METAL WITNESS SIGN ATTACHED.
 OE1983'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BROCKWAY NO 1
 OE1983'1942--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 OE1983'CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED
 OE1983'24.1 METERS (79.1 FT) NORTHEAST FROM THE TRIPLE TRUNKED MAPLE TREE
 OE1983'WITH TRIANGLE BLAZE AND 3.0 METERS (9.8 FT) SOUTH-SOUTHEAST FROM A
 OE1983'5-INCH SPRUCE TREE.  0.8 METER (2.6 FT) NORTH FROM A 5-INCH MAPLE TREE
 OE1983'A METAL WITNESS SIGN ATTACHED AND 0.6 MT LOWER THAN THE STATION.
 OE1983'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BROCKWAY NO 2
 OE1983'1942--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 OE1983'CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED
 OE1983'8.1 METERS (26.6 FT) EAST-NORTHEAST FROM A 8-INCH PINE TREE WITH A
 OE1983'TRIANGLE BLAZE AND 0.5 METER (1.6 FT) SOUTHWEST FROM A 8-INCH MAPLE
 OE1983'TREE WITH A TRIANGLE BLAZE AND A METAL WITNESS SIGN ATTACHED AND 0.6
 OE1983'MT LOWER THAN THE STATION.
 OE1983'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--BROCKWAY 1942--, SET
 OE1983'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 OE1983'DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 1.5
 OE1983'METER (4.9 FT) EAST-NORTHEAST FROM A 24-INCH ASH TREE AND 1.2 METER
 OE1983'(3.9 FT) NORTHWEST FROM A STONE WALL.  TO REACH THE AZIMUTH MARK FROM
 OE1983'THE END OF TRUCK TRAVEL, CONTINUE NORTH ON HALL ROAD FOR 0.5 KM (0.30
 OE1983'MI) TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON A PAVED ROAD
 OE1983'FOR 0.4 KM (0.25 MI) TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND
 OE1983'THEN LEFT AND GO SOUTHEAST ON A TRACK ROAD FOR 0.2 KM (0.10 MI) TO A
 OE1983'BUILDING NEAR THE OLD FARMHOUSE FOUNDATION AND THE END OF TRUCK
 OE1983'TRAVEL.  PACK WEST ABOUT 50 YARDS TO A STONE WALL.  PACK
 OE1983'SOUTH-SOUTHWEST ALONG THE WALL FOR ABOUT 0.4 KM (0.25 MI) TO THE MARK.
 OE1983'NOTE, THERE IS A COUPLE OF BREAKS IN THE WALL BUT IF YOU CONTINUE
 OE1983'SOUTH-SOUTHWEST YOU WILL SEE THE WALL AGAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2757 ***********************************************************************
 OF2757  DESIGNATION -  BROCPORT
 OF2757  PID         -  OF2757
 OF2757  STATE/COUNTY-  NY/MONROE
 OF2757  USGS QUAD   -  BROCKPORT (1978)
 OF2757
 OF2757                         *CURRENT SURVEY CONTROL
 OF2757  ___________________________________________________________________
 OF2757* NAD 83(1996)-  43 10 57.13661(N)    077 54 41.71986(W)     ADJUSTED  
 OF2757* NAVD 88     -       203.1    (meters)     666.     (feet)  VERTCON   
 OF2757  ___________________________________________________________________
 OF2757  X           -     975,528.520 (meters)                     COMP
 OF2757  Y           -  -4,554,928.767 (meters)                     COMP
 OF2757  Z           -   4,342,425.752 (meters)                     COMP
 OF2757  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OF2757  ELLIP HEIGHT-         167.98  (meters)          (01/11/99) GPS OBS
 OF2757  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OF2757
 OF2757  HORZ ORDER  -  THIRD
 OF2757  ELLP ORDER  -  FOURTH    CLASS I
 OF2757
 OF2757.This mark is at Brockport Airport (7G0)
 OF2757
 OF2757.The horizontal coordinates were established by GPS observations
 OF2757.and adjusted by the National Geodetic Survey in January 1999..
 OF2757
 OF2757.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2757
 OF2757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF2757
 OF2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2757
 OF2757.The ellipsoidal height was determined by GPS observations
 OF2757.and is referenced to NAD 83.
 OF2757
 OF2757.The geoid height was determined by GEOID03.
 OF2757
 OF2757;                    North         East     Units Scale Factor Converg.
 OF2757;SPC NY W     -   353,666.799   404,608.939   MT  0.99997417   +0 27 34.9
 OF2757;SPC NY W     - 1,160,321.82  1,327,454.49   sFT  0.99997417   +0 27 34.9
 OF2757;UTM  18      - 4,785,201.773   263,378.306   MT  1.00028881   -1 59 36.2
 OF2757
 OF2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2757!SPC NY W     -   0.99997366  x   0.99997417  =   0.99994783
 OF2757!UTM  18      -   0.99997366  x   1.00028881  =   1.00026246
 OF2757
 OF2757:                Primary Azimuth Mark                     Grid Az
 OF2757:SPC NY W     -  BROCPORT AZ MK                           259 43 54.1
 OF2757:UTM  18      -  BROCPORT AZ MK                           262 11 05.2
 OF2757
 OF2757|---------------------------------------------------------------------|
 OF2757| PID    Reference Object                     Distance      Geod. Az  |
 OF2757|                                                           dddmmss.s |
 OF2757| OF2758 BROCPORT AZ MK                      488.933 METERS 2601129.0 |
 OF2757|---------------------------------------------------------------------|
 OF2757
 OF2757                          SUPERSEDED SURVEY CONTROL
 OF2757
 OF2757  NAD 83(1986)-  43 10 57.14356(N)    077 54 41.71603(W) AD(       ) 3
 OF2757  NAD 27      -  43 10 56.92291(N)    077 54 42.67686(W) AD(       ) 3
 OF2757  NGVD 29 (04/21/89)  203.3    (m)          667.     (f) GPS OBS        
 OF2757
 OF2757.Superseded values are not recommended for survey control.
 OF2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2757.See file dsdata.txt to determine how the superseded data were derived.
 OF2757
 OF2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6337885202(NAD 83)
 OF2757_MARKER: DH = HORIZONTAL CONTROL DISK
 OF2757_SETTING: 66 = SET IN ROCK OUTCROP
 OF2757_SP_SET: IN A DRILL HOLE IN BEDROCK
 OF2757_STAMPING: BROCPORT 1988
 OF2757_MARK LOGO: NGS   
 OF2757_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF2757+STABILITY: POSITION/ELEVATION WELL
 OF2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2757+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OF2757
 OF2757  HISTORY     - Date     Condition        Report By
 OF2757  HISTORY     - 1988     MONUMENTED       NGS
 OF2757  HISTORY     - 1989     MARK NOT FOUND   NGS
 OF2757
 OF2757                          STATION DESCRIPTION
 OF2757
 OF2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OF2757'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF BROCKPORT,
 OF2757'AT THE BROCKPORT-LEDGEDALE AIRPARK, 0.3 KM (0.20 MI) NORTHEAST ACROSS
 OF2757'THE RUNWAY FROM THE PRESENT DAY AIRPORT ADMINISTRATION BUILDING, NEAR
 OF2757'THE NORTHEAST CORNER OF A LONG METAL HANGAR BUILDING.
 OF2757'OWNERSHIP--BIG FELLER ENTERPRISES, LEDGEDALE AIRCRAFT SERVICE, C/O
 OF2757'AIRPORT MANAGER BILL RINGWOOD, 2400 COLBY STREET, BROCKPORT NY 14420.
 OF2757'PHONE 716-637-5050.
 OF2757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 31, AT
 OF2757'THE SOUTH EDGE OF BROCKPORT, GO SOUTH FOR 2.0 KM (1.25 MI) ON HIGHWAY
 OF2757'19 TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 2.5 KM
 OF2757'(1.55 MI) ON COLBY ROAD TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 OF2757'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) PASSING TO THE EAST OF A HANGAR
 OF2757'AND ACROSS APRON TO THE SINGLE ASPHALT RUNWAY.  GO NORTH FOR 0.2 KM
 OF2757'(0.10 MI) ACROSS THE RUNWAY TO A PAVED ROAD ON THE RIGHT ON THE NORTH
 OF2757'SIDE OF THE WEST END OF A HANGAR.  TURN RIGHT AND GO EAST FOR 0.1 KM
 OF2757'(0.05 MI) ALONG PAVED ROAD TO THE STATION ON THE LEFT JUST BEFORE
 OF2757'REACHING THE EAST END OF THE HANGAR.
 OF2757'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 OF2757'A LARGE FLAT EXPOSURE OF LIMESTONE OUTCROP.  LOCATED 25.5 M (83.7 FT)
 OF2757'NORTHWEST FROM THE NORTHEAST CORNER OF A METAL HANGAR, 23.9 M
 OF2757'(78.4 FT) NORTH FROM THE NORTH SIDE OF A METAL HANGAR, 8.8 M
 OF2757'(28.9 FT) WEST FROM THE EXTENDED EAST FACE OF A METAL HANGAR, AND 0.7
 OF2757'M (2.3 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 OF2757'DESCRIBED BY K.L. FANCHER, TYPED BY G.A. MEANS.
 OF2757
 OF2757                          STATION RECOVERY (1989)
 OF2757
 OF2757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GRH)
 OF2757'THE STATION NOT RECOVERED AT THIS DATE.
 OF2757'MANAGER AT THE AIRPORT STATED THAT THE MARK IS DESTROYED, BUT THIS
 OF2757'PARTY BELIEVES THAT THE MARK IS IN PLACE UNDER ABOUT TWO FEET OF
 OF2757'FILL.  REFERENCE MEASUREMENTS ARE LOOSE AND A TELEPHONE POLE OR
 OF2757'TREE TRUNK HAS BEEN DUMPED OVER THE MARK AREA. ALSO MARK IS NOT
 OF2757'INTERVISIBLE WITH THE AZIMUTH SO A NEW STATION MARK WAS SET.
 OF2757'
 OF2757'DESCRIBED BY G.R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2165 ***********************************************************************
 AE2165  CBN         -  This is a Cooperative Base Network Control Station.
 AE2165  DESIGNATION -  BROCPORT
 AE2165  PID         -  AE2165
 AE2165  STATE/COUNTY-  NY/MONROE
 AE2165  USGS QUAD   -  BROCKPORT (1978)
 AE2165
 AE2165                         *CURRENT SURVEY CONTROL
 AE2165  ___________________________________________________________________
 AE2165* NAD 83(1996)-  43 10 56.62482(N)    077 54 39.98452(W)     ADJUSTED  
 AE2165* NAVD 88     -       202.9    (meters)     666.     (feet)  GPS OBS   
 AE2165  ___________________________________________________________________
 AE2165  X           -     975,569.030 (meters)                     COMP
 AE2165  Y           -  -4,554,930.779 (meters)                     COMP
 AE2165  Z           -   4,342,413.900 (meters)                     COMP
 AE2165  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AE2165  ELLIP HEIGHT-         167.49  (meters)          (12/03/02) GPS OBS
 AE2165  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 AE2165
 AE2165  HORZ ORDER  -  B
 AE2165  ELLP ORDER  -  THIRD     CLASS I
 AE2165
 AE2165.This mark is at Brockport Airport (7G0)
 AE2165
 AE2165.The horizontal coordinates were established by GPS observations
 AE2165.and adjusted by the National Geodetic Survey in July 1997..
 AE2165
 AE2165.The orthometric height was determined by GPS observations and a
 AE2165.high-resolution geoid model.
 AE2165
 AE2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2165
 AE2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2165
 AE2165.The ellipsoidal height was determined by GPS observations
 AE2165.and is referenced to NAD 83.
 AE2165
 AE2165.The geoid height was determined by GEOID03.
 AE2165
 AE2165;                    North         East     Units Scale Factor Converg.
 AE2165;SPC NY W     -   353,651.321   404,648.253   MT  0.99997422   +0 27 36.1
 AE2165;SPC NY W     - 1,160,271.04  1,327,583.48   sFT  0.99997422   +0 27 36.1
 AE2165;UTM  18      - 4,785,184.621   263,416.934   MT  1.00028859   -1 59 35.0
 AE2165
 AE2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2165!SPC NY W     -   0.99997373  x   0.99997422  =   0.99994796
 AE2165!UTM  18      -   0.99997373  x   1.00028859  =   1.00026232
 AE2165
 AE2165                          SUPERSEDED SURVEY CONTROL
 AE2165
 AE2165  ELLIP H (07/22/97)  167.53   (m)                       GP(       ) 1 1
 AE2165
 AE2165.Superseded values are not recommended for survey control.
 AE2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2165.See file dsdata.txt to determine how the superseded data were derived.
 AE2165
 AE2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6341785185(NAD 83)
 AE2165_MARKER: DD = SURVEY DISK
 AE2165_SETTING: 66 = SET IN ROCK OUTCROP
 AE2165_STAMPING: BROCPORT CBN 1995
 AE2165_MARK LOGO: NYDT  
 AE2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE2165+STABILITY: POSITION/ELEVATION WELL
 AE2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2165+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 AE2165
 AE2165  HISTORY     - Date     Condition        Report By
 AE2165  HISTORY     - 1995     MONUMENTED       NYDT
 AE2165  HISTORY     - 20000406 GOOD             NGS
 AE2165
 AE2165                          STATION DESCRIPTION
 AE2165
 AE2165'DESCRIBED BY NY DEPT OF TRANSP 1995 (KDS)
 AE2165'THE STATION IS LOCATED AT THE LEDGEDALE/BROCKPORT AIRPORT, 4.0 KM
 AE2165'(2.49 MI) SOUTHEAST OF BROCKPORT, ON THE NORTH SIDE OF THE FIELD,
 AE2165'NORTH OF THE RUNWAY AND PARALLEL TAXIWAY.  TO REACH THE STATION FROM
 AE2165'THE JUNCTION OF STATE ROUTES 19, 31, AND 31A ON THE SOUTH SIDE OF
 AE2165'BROCKPORT, GO SOUTH ON ROUTE 19 FOR 2 KM (1.24 MI) TO COLBY STREET ON
 AE2165'LEFT.  TURN LEFT, GO EAST ON COLBY STREET TO THE AIRPORT ENTRANCE ON
 AE2165'THE LEFT.  CONTINUE EAST FOR 0.8 KM (0.50 MI) TO SWEDEN-WALKER ROAD.
 AE2165'TURN LEFT AND GO NORTH ON SWEDEN-WALKER ROAD FOR 0.5 KM (0.31 MI) TO
 AE2165'EISENHAUER ROAD ON LEFT.  TURN LEFT ONTO EISENHAUER ROAD AND GO WEST
 AE2165'FOR 0.6 KM (0.37 MI) TO A GRAVEL ROAD ON LEFT, BEFORE REACHING AIRPORT
 AE2165'BEACON MAST.  TURN LEFT ON GRAVEL ROAD AND GO SOUTH FOR 0.2 KM (0.12
 AE2165'MI) TO A LOW SHEET METAL AIRCRAFT HANGAR.  TURN LEFT AND GO EASTWARD
 AE2165'ALONG THE NORTH SIDE OF THE HANGAR FOR 0.08 KM (0.05 MI) IT TO THE END
 AE2165'OF THE PAVING AND STATION STRAIGHT AHEAD.  THE STATION IS A BRONZE
 AE2165'DISK AT THE WEST EDGE OF A FLUSH EXPOSED ROCK LEDGE, BELOW AND EAST OF
 AE2165'THE GRADED AND MOWED AREA AROUND THE HANGAR.  IT IS 19.7 M (64.63 FT)
 AE2165'EAST AND 0.8 M (2.62 FT) NORTH OF THE EASTERLY EXTENSION OF THE
 AE2165'CENTERLINE OF THE PAVEMENT, 31.7 M (104.00 FT) EAST NORTHEAST OF THE
 AE2165'NORTHEAST CORNER OF THE SHEET METAL HANGAR.  THE RED AND WHITE AIRPORT
 AE2165'OFFICE BUILDING IS JUST VISIBLE ACROSS THE FIELD PAST THE SOUTHEAST
 AE2165'CORNER OF THE HANGAR FROM THE STATION.
 AE2165
 AE2165                          STATION RECOVERY (2000)
 AE2165
 AE2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AE2165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2765 ***********************************************************************
 OF2765  DESIGNATION -  BROCPORT 2
 OF2765  PID         -  OF2765
 OF2765  STATE/COUNTY-  NY/MONROE
 OF2765  USGS QUAD   -  BROCKPORT (1978)
 OF2765
 OF2765                         *CURRENT SURVEY CONTROL
 OF2765  ___________________________________________________________________
 OF2765* NAD 83(1996)-  43 10 55.10087(N)    077 54 45.93247(W)     ADJUSTED  
 OF2765* NAVD 88     -       203.6    (meters)     668.     (feet)  VERTCON   
 OF2765  ___________________________________________________________________
 OF2765  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 OF2765  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2765
 OF2765  HORZ ORDER  -  THIRD
 OF2765
 OF2765.This mark is at Brockport Airport (7G0)
 OF2765
 OF2765.The horizontal coordinates were established by classical geodetic methods
 OF2765.and adjusted by the National Geodetic Survey in January 1999..
 OF2765
 OF2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2765
 OF2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2765
 OF2765.The geoid height was determined by GEOID03.
 OF2765
 OF2765;                    North         East     Units Scale Factor Converg.
 OF2765;SPC NY W     -   353,603.217   404,514.314   MT  0.99997404   +0 27 32.0
 OF2765;SPC NY W     - 1,160,113.22  1,327,144.05   sFT  0.99997404   +0 27 32.0
 OF2765;UTM  18      - 4,785,142.281   263,281.016   MT  1.00028938   -1 59 39.0
 OF2765
 OF2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2765!SPC NY W     -   0.99997362  x   0.99997404  =   0.99994766
 OF2765!UTM  18      -   0.99997362  x   1.00028938  =   1.00026300
 OF2765
 OF2765                          SUPERSEDED SURVEY CONTROL
 OF2765
 OF2765  NAD 83(1986)-  43 10 55.10933(N)    077 54 45.92973(W) AD(       ) 3
 OF2765  NGVD 29 (09/11/89)  203.7    (m)          668.     (f) VERT ANG       
 OF2765
 OF2765.Superseded values are not recommended for survey control.
 OF2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2765.See file dsdata.txt to determine how the superseded data were derived.
 OF2765
 OF2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6328185142(NAD 83)
 OF2765_MARKER: DH = HORIZONTAL CONTROL DISK
 OF2765_SETTING: 66 = SET IN ROCK OUTCROP
 OF2765_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OF2765_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF2765+STABILITY: POSITION/ELEVATION WELL
 OF2765
 OF2765  HISTORY     - Date     Condition        Report By
 OF2765  HISTORY     - 1989     MONUMENTED       NGS
 OF2765
 OF2765                          STATION DESCRIPTION
 OF2765
 OF2765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (GRH)
 OF2765'THE STATION IS LOCATED ABOUT 5.0 KM (3 MI) SOUTH-SOUTHEAST OF
 OF2765'BROCKPORT, AT THE BROCKPORT-LEDGEDALE APT, ALONG A RAMP
 OF2765'LEADING NORTH FROM THE RUNWAY.
 OF2765'OWNERSHIP--BIG FELLER ENTERPRISES, LEDGEDALE AIRCRAFT SERVICE,
 OF2765'BROCKPORT, NY  14220.
 OF2765'THIS STATION WAS ESTABLISHED BECAUSE BROCPORT 1988 WAS NOT
 OF2765'RECOVERED AT THIS TIME.
 OF2765'
 OF2765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 31 IN
 OF2765'BROCKPORT, GO SOUTH ON HIGHWAY 19 FOR 2.O KM (1.2 MI) TO A PAVED ROAD
 OF2765'LEFT.  TURN LEFT, EAST, ON COLBY STREET FOR 2.51 (1.5 MI) TO A PAVED
 OF2765'LEFT AT AIRPORT .
 OF2765'TURN LEFT AND LEFT AGAIN ON GRAVEL FOR 0.06 KM (0.05 MI) TO A GATE
 OF2765'ON WEST SIDE OF A CINDERBLOCK BUILDING.  PASS THROUGH GATE AND GO
 OF2765'NORTHEAST ON APRON FOR 0.09 KM (0.05 MI) TO MIDDLE OF THE RUNWAY.
 OF2765'CONTINUE NORTHERLY ON RAMP FOR 0.09 KM (0.05 MI) TO THE MARK ON THE
 OF2765'RIGHT JUST BEFORE REACHING A T-HANGER.
 OF2765'
 OF2765'THE STATION IS A STANDARD NGS DISK
 OF2765'STAMPED---BROCPORT 2---,
 OF2765'SET INTO DRILL HOLE
 OF2765'FLUSH IN THE MIDDLE OF A 0.4 METER ROUNDED ROCK OUTCROP THAT
 OF2765'PROJECTS 1 CM.
 OF2765'9.4 METERS (30.8 FT) WEST FROM THE RAMP CENTER
 OF2765'1.3 METERS (4.3 FT) NORTH FROM A FIBERGLASS WITNESS POST
 OF2765'27.3 METERS (89.57 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 OF2765'THE T-HANGER, AND
 OF2765'6.0 METERS (19.7 FEET) WEST OF THE EXTENDED FACE OF THE T-HANGER
 OF2765'WALL.
 OF2765'
 OF2765'THIS MARK IS INTERVISIBLE WITH BROCPORT AZ MK 1988.
 OF2765'
 OF2765'DESCRIBED BY G. R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2758 ***********************************************************************
 OF2758  DESIGNATION -  BROCPORT AZ MK
 OF2758  PID         -  OF2758
 OF2758  STATE/COUNTY-  NY/MONROE
 OF2758  USGS QUAD   -  BROCKPORT (1978)
 OF2758
 OF2758                         *CURRENT SURVEY CONTROL
 OF2758  ___________________________________________________________________
 OF2758* NAD 83(1996)-  43 10 54.43699(N)    077 55 03.05349(W)     ADJUSTED  
 OF2758* NAVD 88     -       199.8    (meters)     656.     (feet)  VERTCON   
 OF2758  ___________________________________________________________________
 OF2758  X           -     975,068.840 (meters)                     COMP
 OF2758  Y           -  -4,555,083.058 (meters)                     COMP
 OF2758  Z           -   4,342,362.764 (meters)                     COMP
 OF2758  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OF2758  ELLIP HEIGHT-         164.71  (meters)          (01/11/99) GPS OBS
 OF2758  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2758
 OF2758  HORZ ORDER  -  THIRD
 OF2758  ELLP ORDER  -  FOURTH    CLASS I
 OF2758
 OF2758.This mark is at Brockport Airport (7G0)
 OF2758
 OF2758.The horizontal coordinates were established by GPS observations
 OF2758.and adjusted by the National Geodetic Survey in January 1999..
 OF2758
 OF2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2758
 OF2758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF2758
 OF2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2758
 OF2758.The ellipsoidal height was determined by GPS observations
 OF2758.and is referenced to NAD 83.
 OF2758
 OF2758.The geoid height was determined by GEOID03.
 OF2758
 OF2758;                    North         East     Units Scale Factor Converg.
 OF2758;SPC NY W     -   353,579.645   404,127.850   MT  0.99997353   +0 27 20.3
 OF2758;SPC NY W     - 1,160,035.89  1,325,876.12   sFT  0.99997353   +0 27 20.3
 OF2758;UTM  18      - 4,785,135.269   262,893.774   MT  1.00029164   -1 59 50.7
 OF2758;UTM  17      - 4,785,616.127   750,514.161   MT  1.00037208   +2 06 37.7
 OF2758
 OF2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2758!SPC NY W     -   0.99997417  x   0.99997353  =   0.99994770
 OF2758!UTM  18      -   0.99997417  x   1.00029164  =   1.00026580
 OF2758!UTM  17      -   0.99997417  x   1.00037208  =   1.00034624
 OF2758
 OF2758:                Primary Azimuth Mark                     Grid Az
 OF2758:SPC NY W     -  BROCPORT                                 079 43 54.1
 OF2758:UTM  18      -  BROCPORT                                 082 11 05.1
 OF2758:UTM  17      -  BROCPORT                                 078 04 36.7
 OF2758
 OF2758|---------------------------------------------------------------------|
 OF2758| PID    Reference Object                     Distance      Geod. Az  |
 OF2758|                                                           dddmmss.s |
 OF2758| OF2757 BROCPORT                            488.933 METERS 0801114.4 |
 OF2758|---------------------------------------------------------------------|
 OF2758
 OF2758                          SUPERSEDED SURVEY CONTROL
 OF2758
 OF2758  NAD 83(1986)-  43 10 54.44553(N)    077 55 03.05078(W) AD(       ) 3
 OF2758  NAD 27      -  43 10 54.22371(N)    077 55 04.01036(W) AD(       ) 3
 OF2758  NGVD 29 (04/21/89)  200.0    (m)          656.     (f) GPS OBS        
 OF2758
 OF2758.Superseded values are not recommended for survey control.
 OF2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2758.See file dsdata.txt to determine how the superseded data were derived.
 OF2758
 OF2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6289485135(NAD 83)
 OF2758_MARKER: DZ = AZIMUTH MARK DISK
 OF2758_SETTING: 80 = SET IN A BOULDER
 OF2758_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 OF2758_STAMPING: BROCPORT 1988
 OF2758_MARK LOGO: NGS   
 OF2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2758+STABILITY: SURFACE MOTION
 OF2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF2758+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OF2758
 OF2758  HISTORY     - Date     Condition        Report By
 OF2758  HISTORY     - 1988     MONUMENTED       NGS
 OF2758  HISTORY     - 1989     GOOD             NGS
 OF2758
 OF2758                          STATION DESCRIPTION
 OF2758
 OF2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OF2758'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF BROCKPORT,
 OF2758'AT THE BROCKPORT-LEDGEDALE AIRPARK, 0.25 KM (0.15 MI) NORTHWEST AND
 OF2758'ACROSS THE SINGLE ASPHALT RUNWAY FROM THE PRESENT DAY AIRPORT OFFICE
 OF2758'BUILDING, ON THE NORTH SIDE OF THE RUNWAY, ON THE NORTH SIDE OF AND
 OF2758'NEAR THE WEST END OF THE GRASS PARALLEL TAXIWAY, AND JUST EAST OF A
 OF2758'SHALLOW POND.
 OF2758'OWNERSHIP--BIG FELLER ENTERPRISES, LEDGEDALE AIRCRAFT SERVICE, C/O
 OF2758'AIRPORT MANAGER BILL RINGWOOD, 2400 COLBY STREET, BROCKPORT NY 14420.
 OF2758'PHONE 716-637-5050.
 OF2758'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 31, AT
 OF2758'THE SOUTH EDGE OF BROCKPORT, GO SOUTH FOR 2.0 KM (1.25 MI) ON HIGHWAY
 OF2758'19 TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 2.5 KM
 OF2758'(1.55 MI) ON COLBY ROAD TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 OF2758'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE ENTRANCE ROAD AND
 OF2758'ASPHALT APRON, PASSING TO THE EAST OF A HANGAR, TO THE RUNWAY.
 OF2758'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 OF2758'RUNWAY AND ON A CONNECTING TAXIWAY TO THE PARALLEL GRASS TAXIWAY.
 OF2758'TURN LEFT AND GO WEST FOR 0.3 KM (0.20 MI) ON THE GRASS PARALLEL
 OF2758'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE THE CURVE IN THE GRASS
 OF2758'TAXIWAY TO THE RUNWAY.
 OF2758'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 OF2758'THE HIGHEST PART OF THE SOUTHEAST CORNER OF A SLIGHTLY SLOPING 0.8 BY
 OF2758'1.3 METER EXPOSURE OF A BURIED BOULDER FLUSH WITH THE SURROUNDING
 OF2758'GROUND.  LOCATED 58.8 M (192.9 FT) NORTH FROM THE CENTER OF THE
 OF2758'RUNWAY, 51.6 M (169.3 FT) NORTH-NORTHEAST FROM THE SECOND WHITE RUNWAY
 OF2758'LIGHT ON THE NORTH SIDE OF THE RUNWAY FROM THE WEST END OF THE RUNWAY,
 OF2758'30.5 M (100.1 FT) EAST FROM THE EXTENDED CENTER OF THE GRASS
 OF2758'CONNECTING TAXIWAY WHERE IT MEETS THE RUNWAY AT THE WEST END OF THE
 OF2758'GRASS PARALLEL TAXIWAY, 13.5 M (44.3 FT) NORTH FROM THE CENTER OF THE
 OF2758'GRASS PARALLEL TAXIWAY, AND 0.5 M (1.6 FT) SOUTH FROM A FIBERGLASS
 OF2758'WITNESS POST.
 OF2758'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 OF2758
 OF2758                          STATION RECOVERY (1989)
 OF2758
 OF2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GRH)
 OF2758'THE STATION WAS RECOVERED AT THIS DATE.
 OF2758'
 OF2758'THIS MARK IS INTERVISIBLE WITH BROCPORT 2 1989
 OF2758'
 OF2758'RECOVERD BY G. R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2245 ***********************************************************************
 MZ2245  DESIGNATION -  BRONK 195
 MZ2245  PID         -  MZ2245
 MZ2245  STATE/COUNTY-  NY/GREENE
 MZ2245  USGS QUAD   -  RAVENA (1980)
 MZ2245
 MZ2245                         *CURRENT SURVEY CONTROL
 MZ2245  ___________________________________________________________________
 MZ2245* NAD 83(1996)-  42 25 37.78277(N)    073 47 24.42903(W)     ADJUSTED  
 MZ2245* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 MZ2245  ___________________________________________________________________
 MZ2245  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MZ2245  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 MZ2245
 MZ2245  HORZ ORDER  -  THIRD
 MZ2245
 MZ2245.The horizontal coordinates were established by classical geodetic methods
 MZ2245.and adjusted by the National Geodetic Survey in January 1999..
 MZ2245.No horizontal observational check was made to the station.
 MZ2245
 MZ2245.The orthometric height was scaled from a topographic map.
 MZ2245
 MZ2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2245
 MZ2245.The geoid height was determined by GEOID03.
 MZ2245
 MZ2245;                    North         East     Units Scale Factor Converg.
 MZ2245;SPC NY E     -   399,287.486   208,413.476   MT  0.99994197   +0 28 44.2
 MZ2245;SPC NY E     - 1,309,995.69    683,769.88   sFT  0.99994197   +0 28 44.2
 MZ2245;UTM  18      - 4,697,914.290   599,527.206   MT  0.99972187   +0 48 58.7
 MZ2245
 MZ2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2245!SPC NY E     -   0.99999431  x   0.99994197  =   0.99993628
 MZ2245!UTM  18      -   0.99999431  x   0.99972187  =   0.99971618
 MZ2245
 MZ2245:                Primary Azimuth Mark                     Grid Az
 MZ2245:SPC NY E     -  TRACY 2                                  095 29 15.1
 MZ2245:UTM  18      -  TRACY 2                                  095 09 00.6
 MZ2245
 MZ2245|---------------------------------------------------------------------|
 MZ2245| PID    Reference Object                     Distance      Geod. Az  |
 MZ2245|                                                           dddmmss.s |
 MZ2245| MZ2079 TRACY 2                             APPROX. 4.0 KM 0955759.3 |
 MZ2245|---------------------------------------------------------------------|
 MZ2245
 MZ2245                          SUPERSEDED SURVEY CONTROL
 MZ2245
 MZ2245  NAD 83(1996)-  42 25 37.78383(N)    073 47 24.43105(W) AD(       ) 3
 MZ2245  NAD 83(1996)-  42 25 37.78400(N)    073 47 24.43098(W) AD(       ) 3
 MZ2245  NAD 83(1992)-  42 25 37.78442(N)    073 47 24.43062(W) AD(       ) 3
 MZ2245  NAD 83(1992)-  42 25 37.78529(N)    073 47 24.42953(W) AD(       ) 3
 MZ2245  NAD 83(1986)-  42 25 37.78530(N)    073 47 24.42903(W) AD(       ) 3
 MZ2245  NAD 27      -  42 25 37.48700(N)    073 47 25.98500(W) AD(       ) 3
 MZ2245
 MZ2245.Superseded values are not recommended for survey control.
 MZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2245.See file dsdata.txt to determine how the superseded data were derived.
 MZ2245
 MZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9952797914(NAD 83)
 MZ2245
 MZ2245  HISTORY     - Date     Condition        Report By
 MZ2245  HISTORY     - 1934     MONUMENTED       NYSS
 MZ2245  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2245  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2245
 MZ2245                          STATION DESCRIPTION
 MZ2245
 MZ2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2245'ON THE W SIDE OF HUDSON RIVER 1.3 MILES S OF NEW BALTIMORE AND
 MZ2245'ABOUT 150 METERS E OF ROUTE 385, NEW BALTIMORE-COXSACKIE RIVER
 MZ2245'ROAD, AND ABOUT 500 METERS W OF THE RIVER ON THE HIGHEST POINT
 MZ2245'OF A GRASSY KNOLL.
 MZ2245'
 MZ2245'STANDARD N.Y.S.S. GRANITE MONUMENT WAS FOUND IN GOOD CONDITION
 MZ2245'PROTRUDING 8 INCHES, WITH A 6-INCH SQUARE TOP WITH AN X CUT IN
 MZ2245'TOP AND N.Y.S.S. 195 CUT IN THE SIDES.  NO DIGGING WAS DONE FOR
 MZ2245'REFERENCE POTS.
 MZ2245'
 MZ2245'STATION WAS TIED INTO THE 1934 C.S. RIVER SCHEME WITH AZIMUTH
 MZ2245'FROM BRONK 2 OF 352 DEG 25 MIN 36.2 SEC AND 19.80 FEET DISTANCE.
 MZ2245
 MZ2245                          STATION RECOVERY (1969)
 MZ2245
 MZ2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 MZ2245'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS STATION
 MZ2245'USED TO ESTABLISH TRIANGULATION STATION TRACY 2.  DUE TO VARIOUS
 MZ2245'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 MZ2245'
 MZ2245'STATION IS LOCATED ABOUT 15 MILES SOUTH OF ALBANY, 12 MILES NORTH
 MZ2245'OF HUDSON, 4 MILES SOUTHEAST OF RAVENA, 1-1/4 MILE SOUTH OF NEW
 MZ2245'BALTIMORE, 1/3 MILE WEST OF THE HUDSON RIVER AND ON PROPERTY OWNED
 MZ2245'BY MR. AND MRS. DONALD MOON.
 MZ2245'
 MZ2245'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 144 AND
 MZ2245'143 IN COEYMANS, WHICH IS ABOUT 12 MILES SOUTH OF ALBANY, GO
 MZ2245'SOUTHERLY ON STATE HIGHWAY 144 FOR 1.65 MILES TO FORK AT SIGN
 MZ2245'NEW BALTIMORE.  KEEP LEFT, STRAIGHT AHEAD ON MAIN STREET FOR 0.35
 MZ2245'MILE TO THE POST OFFICE IN NEW BALTIMORE.  CONTINUE SOUTH ON MAIN
 MZ2245'STREET FOR 1.15 MILES TO A LARGE RED BARN AND DRIVEWAY ON
 MZ2245'LEFT.  CONTINUE AHEAD SOUTHERLY FOR 0.1 MILE TO AN APPLE
 MZ2245'ORCHARD ON LEFT.  TURN LEFT WORKING WAY THROUGH ORCHARD IN A
 MZ2245'SOUTHEASTERLY DIRECTION FOR 0.05 MILE TO THE SOUTHEAST CORNER OF
 MZ2245'ORCHARD AND OPENING IN ROCK FENCE.  PASS THROUGH OPENING AND
 MZ2245'WORK WAY NORTHEAST FOR 150 FEET TO STATION AS DESCRIBED.
 MZ2245'
 MZ2245'STANDARD N.Y.S.S. GRANITE MONUMENT WAS FOUND IN GOOD
 MZ2245'CONDITION.  THE MONUMENT PROJECTS ABOUT 1 FOOT, WITH A 6-INCH
 MZ2245'SQUARE TOP WITH AN X CUT IN TOP AND NYSS 195 CUT IN THE SIDES.  NO
 MZ2245'DIGGING WAS DONE FOR REFERENCE POTS.  THE STATION IS ON HIGHEST
 MZ2245'POINT OF SMALL KNOLL OVER LOOKING RIVER BOTTOM, 72 FEET EAST OF
 MZ2245'ROCK FENCE, 42 FEET SOUTH OF ROCK FENCE, 36 FEET WEST OF EDGE
 MZ2245'OF EMBANKMENT AND 13.5 FEET NORTH-NORTHEAST OF A SMALL CHERRY
 MZ2245'TREE.
 MZ2245'
 MZ2245'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MZ2245'
 MZ2245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2245'1.2 MILES SOUTH OF NEW BALTIMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2244 ***********************************************************************
 MZ2244  DESIGNATION -  BRONK 2
 MZ2244  PID         -  MZ2244
 MZ2244  STATE/COUNTY-  NY/GREENE
 MZ2244  USGS QUAD   -  RAVENA (1980)
 MZ2244
 MZ2244                         *CURRENT SURVEY CONTROL
 MZ2244  ___________________________________________________________________
 MZ2244* NAD 83(1996)-  42 25 37.97656(N)    073 47 24.46381(W)     ADJUSTED  
 MZ2244* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 MZ2244  ___________________________________________________________________
 MZ2244  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MZ2244  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 MZ2244
 MZ2244  HORZ ORDER  -  THIRD
 MZ2244
 MZ2244.The horizontal coordinates were established by classical geodetic methods
 MZ2244.and adjusted by the National Geodetic Survey in January 1999..
 MZ2244
 MZ2244.The orthometric height was scaled from a topographic map.
 MZ2244
 MZ2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2244
 MZ2244.The geoid height was determined by GEOID03.
 MZ2244
 MZ2244;                    North         East     Units Scale Factor Converg.
 MZ2244;SPC NY E     -   399,293.459   208,412.631   MT  0.99994197   +0 28 44.1
 MZ2244;SPC NY E     - 1,310,015.29    683,767.11   sFT  0.99994197   +0 28 44.1
 MZ2244;UTM  18      - 4,697,920.256   599,526.326   MT  0.99972187   +0 48 58.7
 MZ2244
 MZ2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2244!SPC NY E     -   0.99999431  x   0.99994197  =   0.99993628
 MZ2244!UTM  18      -   0.99999431  x   0.99972187  =   0.99971618
 MZ2244
 MZ2244:                Primary Azimuth Mark                     Grid Az
 MZ2244:SPC NY E     -  MOSLEY                                   003 55 02.0
 MZ2244:UTM  18      -  MOSLEY                                   003 34 47.4
 MZ2244
 MZ2244|---------------------------------------------------------------------|
 MZ2244| PID    Reference Object                     Distance      Geod. Az  |
 MZ2244|                                                           dddmmss.s |
 MZ2244| MZ2190 MOSLEY                              APPROX. 1.3 KM 0042346.1 |
 MZ2244| DA3117 BRONK 2 RM 1                          7.440 METERS 03602     |
 MZ2244| MZ2221 STUYVESANT LH ABANDONED             APPROX. 2.0 KM 1505253.4 |
 MZ2244| MZ2234 BRONK ISLAND UPPER LIGHT            APPROX. 2.2 KM 1643821.3 |
 MZ2244| MZ2245 BRONK 195                             6.032 METERS 17226     |
 MZ2244| DA3118 BRONK 2 RM 2                         18.235 METERS 28500     |
 MZ2244|---------------------------------------------------------------------|
 MZ2244
 MZ2244                          SUPERSEDED SURVEY CONTROL
 MZ2244
 MZ2244  NAD 83(1996)-  42 25 37.97764(N)    073 47 24.46583(W) AD(       ) 3
 MZ2244  NAD 83(1996)-  42 25 37.97780(N)    073 47 24.46576(W) AD(       ) 3
 MZ2244  NAD 83(1992)-  42 25 37.97823(N)    073 47 24.46541(W) AD(       ) 3
 MZ2244  NAD 83(1992)-  42 25 37.97908(N)    073 47 24.46431(W) AD(       ) 3
 MZ2244  NAD 83(1986)-  42 25 37.97910(N)    073 47 24.46382(W) AD(       ) 3
 MZ2244  NAD 27      -  42 25 37.68100(N)    073 47 26.02000(W) AD(       ) 3
 MZ2244
 MZ2244.Superseded values are not recommended for survey control.
 MZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2244.See file dsdata.txt to determine how the superseded data were derived.
 MZ2244
 MZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9952697920(NAD 83)
 MZ2244_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2244
 MZ2244  HISTORY     - Date     Condition        Report By
 MZ2244  HISTORY     - 1934     MONUMENTED       CGS
 MZ2244  HISTORY     - 1948     SEE DESCRIPTION  LOCENG
 MZ2244  HISTORY     - 1950     SEE DESCRIPTION  AMS
 MZ2244  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2244
 MZ2244                          STATION DESCRIPTION
 MZ2244
 MZ2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2244'STATION IS ON W SIDE OF HUDSON RIVER APPROXIMATELY 1-1/4 MILES
 MZ2244'S OF NEW BALTIMORE ON A HIGH PROMINENT HILL HALFWAY BETWEEN
 MZ2244'MATHEW POINT AND BRONKS APPROXIMATELY 150 METERS E OF ROUTE
 MZ2244'385.  BRONK S.S. 195 IS 19.80 FEET N OF STATION ON TOP OF KNOLL.
 MZ2244'A ROCK FENCE IS 22 FEET N OF MARK.  A CEDAR TREE IS 69.9 FEET SE
 MZ2244'OF MARK.  REFERENCE MARK NO.1 IS 2 FEET S OF STONE FENCE N OF
 MZ2244'MARK.  REFERENCE MARK NO.2 IS 5 FEET E OF ROCK FENCE W OF
 MZ2244'MARK AND 2.4 FEET S OF ROCK FENCE N OF MARK.  STATION IS ON
 MZ2244'PROPERTY OF L.R. ARMSTRONG.
 MZ2244'
 MZ2244'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 MZ2244'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2244
 MZ2244                          STATION RECOVERY (1948)
 MZ2244
 MZ2244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (RJ)
 MZ2244'STATION IS 1-1/2 MILES S OF NEW BALTIMORE.  THE BRONZE DISK IS
 MZ2244'OUT OF FOUNDATION.
 MZ2244
 MZ2244                          STATION RECOVERY (1950)
 MZ2244
 MZ2244'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1950
 MZ2244'STATION DISK WAS FOUND IN MASS OF RUBBLE.  TRACES OF THE FORM
 MZ2244'WERE PRESENT.  MONUMENT COMPLETELY DESTROYED.  RM 2 RECOVERED,
 MZ2244'BUT IN LOOSE IN THE CONCRETE.  R.M. 1 NOT SEARCHED FOR.
 MZ2244'
 MZ2244'BRONK ISLAND (NYSS 1880), 19 FEET SOUTH OF LOCATION OF BRONK
 MZ2244'2, WAS FOUND IN GOOD CONDITION.
 MZ2244
 MZ2244                          STATION RECOVERY (1969)
 MZ2244
 MZ2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 MZ2244'THIS STATION FOUND DESTROYED.  ALL MARKS LOST.  ALL MARKS APPEARED
 MZ2244'TO BE CONSTRUCTED OF VERY POOR ROCK AND CEMENT MIXTURE AND WERE
 MZ2244'VERY SHALLOW.  REFERENCE MARK 1 DISK WAS RECOVERED.  WE DUG UP
 MZ2244'STATION MARK REMAINS IN CASE AN UNDERGROUND MARK WAS SET AND NOT
 MZ2244'NOTED.  NO UNDERGROUND MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2237 ***********************************************************************
 MZ2237  DESIGNATION -  BRONK ISLAND
 MZ2237  PID         -  MZ2237
 MZ2237  STATE/COUNTY-  NY/GREENE
 MZ2237  USGS QUAD   -  RAVENA (1980)
 MZ2237
 MZ2237                         *CURRENT SURVEY CONTROL
 MZ2237  ___________________________________________________________________
 MZ2237* NAD 83(1996)-  42 24 16.37643(N)    073 47 10.60147(W)     ADJUSTED  
 MZ2237* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2237  ___________________________________________________________________
 MZ2237  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MZ2237  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ2237
 MZ2237  HORZ ORDER  -  THIRD
 MZ2237
 MZ2237.The horizontal coordinates were established by classical geodetic methods
 MZ2237.and adjusted by the National Geodetic Survey in January 1999..
 MZ2237
 MZ2237.The orthometric height was scaled from a topographic map.
 MZ2237
 MZ2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2237
 MZ2237.The geoid height was determined by GEOID03.
 MZ2237
 MZ2237;                    North         East     Units Scale Factor Converg.
 MZ2237;SPC NY E     -   396,778.500   208,750.642   MT  0.99994245   +0 28 52.8
 MZ2237;SPC NY E     - 1,301,764.13    684,876.06   sFT  0.99994245   +0 28 52.8
 MZ2237;UTM  18      - 4,695,407.883   599,879.060   MT  0.99972274   +0 49 06.8
 MZ2237
 MZ2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2237!SPC NY E     -   1.00000482  x   0.99994245  =   0.99994727
 MZ2237!UTM  18      -   1.00000482  x   0.99972274  =   0.99972756
 MZ2237
 MZ2237:                Primary Azimuth Mark                     Grid Az
 MZ2237:SPC NY E     -  STUYVESANT LT                            039 52 06.0
 MZ2237:UTM  18      -  STUYVESANT LT                            039 31 52.0
 MZ2237
 MZ2237|---------------------------------------------------------------------|
 MZ2237| PID    Reference Object                     Distance      Geod. Az  |
 MZ2237|                                                           dddmmss.s |
 MZ2237| MZ2216 STUYVESANT LT                       APPROX. 1.0 KM 0402058.8 |
 MZ2237| MZ2211 STUYVESANT DIKE 3                   475.262 METERS 1165709.9 |
 MZ2237|---------------------------------------------------------------------|
 MZ2237
 MZ2237                          SUPERSEDED SURVEY CONTROL
 MZ2237
 MZ2237  NAD 83(1996)-  42 24 16.37730(N)    073 47 10.60359(W) AD(       ) 3
 MZ2237  NAD 83(1996)-  42 24 16.37747(N)    073 47 10.60350(W) AD(       ) 3
 MZ2237  NAD 83(1992)-  42 24 16.37790(N)    073 47 10.60318(W) AD(       ) 3
 MZ2237  NAD 83(1992)-  42 24 16.37891(N)    073 47 10.60190(W) AD(       ) 3
 MZ2237  NAD 83(1986)-  42 24 16.37897(N)    073 47 10.60145(W) AD(       ) 3
 MZ2237  NAD 27      -  42 24 16.08500(N)    073 47 12.16000(W) AD(       ) 3
 MZ2237
 MZ2237.Superseded values are not recommended for survey control.
 MZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2237.See file dsdata.txt to determine how the superseded data were derived.
 MZ2237
 MZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9987995408(NAD 83)
 MZ2237
 MZ2237  HISTORY     - Date     Condition        Report By
 MZ2237  HISTORY     - 1880     MONUMENTED       NYSS
 MZ2237  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2237
 MZ2237                          STATION DESCRIPTION
 MZ2237
 MZ2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2237'ON W SIDE OF HUDSON RIVER ON BRONK ISLAND, APPROXIMATELY 2.5 MILES
 MZ2237'S OF NEW BALTIMORE AND 550 METERS SW OF BRONK ISLAND UPPER
 MZ2237'LIGHT.  THE STATION IS A STANDARD N.Y.S.S. GRANITE MONUMENT
 MZ2237'279, 30 FEET BACK FROM HIGH-WATER LINE, 12.14 FEET SE FROM A
 MZ2237'LARGE MAPLE TREE AND 23.35 FEET ENE FROM A LARGE OAK TREE.  BOTH
 MZ2237'TREES ARE MARKED WITH 3 NAILS DRIVEN INTO THEIR TRUNKS IN
 MZ2237'THE FORM OF A TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2234 ***********************************************************************
 MZ2234  DESIGNATION -  BRONK ISLAND UPPER LIGHT
 MZ2234  PID         -  MZ2234
 MZ2234  STATE/COUNTY-  NY/COLUMBIA
 MZ2234  USGS QUAD   -  RAVENA (1980)
 MZ2234
 MZ2234                         *CURRENT SURVEY CONTROL
 MZ2234  ___________________________________________________________________
 MZ2234* NAD 83(1996)-  42 24 29.76743(N)    073 46 59.17946(W)     ADJUSTED  
 MZ2234* NAVD 88     -                                                        
 MZ2234  ___________________________________________________________________
 MZ2234  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MZ2234  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ2234
 MZ2234  HORZ ORDER  -  THIRD
 MZ2234
 MZ2234.The horizontal coordinates were established by classical geodetic methods
 MZ2234.and adjusted by the National Geodetic Survey in January 1999..
 MZ2234
 MZ2234
 MZ2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2234
 MZ2234.The geoid height was determined by GEOID03.
 MZ2234
 MZ2234;                    North         East     Units Scale Factor Converg.
 MZ2234;SPC NY E     -   397,193.852   209,008.327   MT  0.99994283   +0 29 00.6
 MZ2234;SPC NY E     - 1,303,126.83    685,721.49   sFT  0.99994283   +0 29 00.6
 MZ2234;UTM  18      - 4,695,824.653   600,134.240   MT  0.99972337   +0 49 14.7
 MZ2234
 MZ2234                          SUPERSEDED SURVEY CONTROL
 MZ2234
 MZ2234  NAD 83(1996)-  42 24 29.76834(N)    073 46 59.18152(W) AD(       ) 4
 MZ2234  NAD 83(1996)-  42 24 29.76850(N)    073 46 59.18144(W) AD(       ) 4
 MZ2234  NAD 83(1992)-  42 24 29.76893(N)    073 46 59.18111(W) AD(       ) 4
 MZ2234  NAD 83(1992)-  42 24 29.76992(N)    073 46 59.17989(W) AD(       ) 4
 MZ2234  NAD 83(1986)-  42 24 29.76996(N)    073 46 59.17945(W) AD(       ) 4
 MZ2234  NAD 27      -  42 24 29.47800(N)    073 47 00.74100(W) AD(       ) 3
 MZ2234
 MZ2234.Superseded values are not recommended for survey control.
 MZ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2234.See file dsdata.txt to determine how the superseded data were derived.
 MZ2234
 MZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0013495825(NAD 83)
 MZ2234
 MZ2234  HISTORY     - Date     Condition        Report By
 MZ2234  HISTORY     - 1934     MONUMENTED       CGS
 MZ2234
 MZ2234                          STATION DESCRIPTION
 MZ2234
 MZ2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2234'ON W SIDE OF RIVER 1-1/8 MILES N OF STUYVESANT.
 MZ2234'
 MZ2234'WHITE FLASHING LIGHT, ON BLACK PYRAMIDAL, SKELETON TOWER, WHITE
 MZ2234'TANK HOUSE WITH BLACK SQUARE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3978 ***********************************************************************
 KU3978  DESIGNATION -  BRONX
 KU3978  PID         -  KU3978
 KU3978  STATE/COUNTY-  NY/BRONX
 KU3978  USGS QUAD   -  CENTRAL PARK (1979)
 KU3978
 KU3978                         *CURRENT SURVEY CONTROL
 KU3978  ___________________________________________________________________
 KU3978* NAD 83(1996)-  40 49 00.22703(N)    073 52 30.10051(W)     ADJUSTED  
 KU3978* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU3978  ___________________________________________________________________
 KU3978  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KU3978  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU3978
 KU3978  HORZ ORDER  -  THIRD
 KU3978
 KU3978.The horizontal coordinates were established by classical geodetic methods
 KU3978.and adjusted by the National Geodetic Survey in January 1999..
 KU3978
 KU3978.The orthometric height was scaled from a topographic map.
 KU3978
 KU3978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3978
 KU3978.The geoid height was determined by GEOID03.
 KU3978
 KU3978;                    North         East     Units Scale Factor Converg.
 KU3978;SPC NY E     -   220,384.999   202,722.402   MT  0.99993420   +0 24 30.7
 KU3978;SPC NY E     -   723,046.45    665,098.41   sFT  0.99993420   +0 24 30.7
 KU3978;SPC NY L     -    72,194.607   310,543.564   MT  0.99999507   +0 04 54.3
 KU3978;SPC NY L     -   236,858.47  1,018,841.68   sFT  0.99999507   +0 04 54.3
 KU3978;SPC NJ       -   220,384.999   202,722.402   MT  0.99993420   +0 24 30.7
 KU3978;SPC NJ       -   723,046.45    665,098.41   sFT  0.99993420   +0 24 30.7
 KU3978;UTM  18      - 4,519,021.494   594,874.356   MT  0.99971079   +0 44 07.4
 KU3978
 KU3978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3978!SPC NY E     -   1.00000403  x   0.99993420  =   0.99993823
 KU3978!SPC NY L     -   1.00000403  x   0.99999507  =   0.99999910
 KU3978!SPC NJ       -   1.00000403  x   0.99993420  =   0.99993823
 KU3978!UTM  18      -   1.00000403  x   0.99971079  =   0.99971482
 KU3978
 KU3978|---------------------------------------------------------------------|
 KU3978| PID    Reference Object                     Distance      Geod. Az  |
 KU3978|                                                           dddmmss.s |
 KU3978| CB6647 BRONX RM 1                            4.570 METERS 09422     |
 KU3978| KU4013 MORRIS HS 1908                      APPROX. 2.7 KM 2950123.8 |
 KU3978| CB6648 BRONX RM 2                           17.220 METERS 31124     |
 KU3978|---------------------------------------------------------------------|
 KU3978
 KU3978                          SUPERSEDED SURVEY CONTROL
 KU3978
 KU3978  NAD 83(1996)-  40 49 00.22768(N)    073 52 30.10120(W) AD(       ) 3
 KU3978  NAD 83(1992)-  40 49 00.22656(N)    073 52 30.10198(W) AD(       ) 3
 KU3978  NAD 83(1986)-  40 49 00.23018(N)    073 52 30.10012(W) AD(       ) 3
 KU3978  NAD 27      -  40 48 59.86600(N)    073 52 31.61400(W) AD(       ) 3
 KU3978
 KU3978.Superseded values are not recommended for survey control.
 KU3978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3978.See file dsdata.txt to determine how the superseded data were derived.
 KU3978
 KU3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9487419021(NAD 83)
 KU3978_MARKER: DS = TRIANGULATION STATION DISK
 KU3978_SETTING: 80 = SET IN A BOULDER
 KU3978_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU3978
 KU3978  HISTORY     - Date     Condition        Report By
 KU3978  HISTORY     - 1932     MONUMENTED       CGS
 KU3978  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KU3978
 KU3978                          STATION DESCRIPTION
 KU3978
 KU3978'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3978'THIS STATION IS APPROXIMATELY 1/2 MILE N OF THE EAST RIVER AND 100
 KU3978'METERS E OF BRONX RIVER, ATOP A PROMINENT MOUND OF ROCKS AND DIRT
 KU3978'FORMED BY THE SPOIL FROM A SEWER EXCAVATION PASSING ABOUT 30
 KU3978'METERS TO WESTWARD OF THE STATION.  THE SEWER CUT IS COVERED WITH
 KU3978'CINDERS, FORMING THE ONLY PATH THROUGH THE MARSH LAND BY WHICH THE
 KU3978'STATION MAY BE REACHED.  IT MAY BEST BE REACHED BY WALKING S ON
 KU3978'THIS PATH FROM THE EASTERN BOULEVARD BRIDGE OVER BRONX RIVER.  THE
 KU3978'STATION IS LOCATED ON A LARGE BOULDER OUTCROPPING FROM THE HIGHEST
 KU3978'PART OF THE MOUND NEAR ITS NORTHERN SIDE.
 KU3978'
 KU3978'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KU3978'BRONX-1932 CEMENTED IN A DRILL HOLE ATOP THE BOULDER.
 KU3978'
 KU3978'ONE REFERENCE DISK STAMPED NO.1 IS SET IN AN OUTCROPPING BOULDER
 KU3978'E OF THE STATION, ANOTHER STAMPED NO.2 IN A SIMILAR BOULDER NW OF
 KU3978'THE STATION.
 KU3978'
 KU3978'ONE OR MORE TRIPOD STAKES WILL BE REQUIRED FOR A FIRM SET-UP ON
 KU3978'THE IRREGULARLY FILLED GROUND.
 KU3978'
 KU3978'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KU3978
 KU3978                          STATION RECOVERY (1933)
 KU3978
 KU3978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3978'RECOVERED IN THE FOLLOWING CONDITION--THE STATION MARK HAS BEEN
 KU3978'REMOVED SO THAT ALL THAT REMAINS TO STATION MARK IS ABOUT 1/2
 KU3978'INCH OF THE 3/4-INCH DRILL HOLE.  REFERENCE MARK NO.2 IS BADLY
 KU3978'MULTILATED.  REFERENCE MARK NO.1 WAS RECOVERED IN GOOD CONDITION
 KU3978'AND IS LOCATED IN A SHALLOW DIRT-FILLED CUP FORMED BY A JUTTING
 KU3978'ROCK 3.4 METERS E OF THE CENTER OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3983 ***********************************************************************
 KU3983  DESIGNATION -  BRONX ARCTIC HYGEA ICE CO CHIM
 KU3983  PID         -  KU3983
 KU3983  STATE/COUNTY-  NY/BRONX
 KU3983  USGS QUAD   -  CENTRAL PARK (1979)
 KU3983
 KU3983                         *CURRENT SURVEY CONTROL
 KU3983  ___________________________________________________________________
 KU3983* NAD 83(1996)-  40 48 25.03109(N)    073 55 45.26261(W)     ADJUSTED  
 KU3983* NAVD 88     -                                                        
 KU3983  ___________________________________________________________________
 KU3983  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KU3983  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU3983
 KU3983  HORZ ORDER  -  THIRD
 KU3983
 KU3983.The horizontal coordinates were established by classical geodetic methods
 KU3983.and adjusted by the National Geodetic Survey in January 1999..
 KU3983
 KU3983
 KU3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3983
 KU3983.The geoid height was determined by GEOID03.
 KU3983
 KU3983;                    North         East     Units Scale Factor Converg.
 KU3983;SPC NY E     -   219,268.206   198,156.169   MT  0.99992853   +0 22 22.8
 KU3983;SPC NY E     -   719,382.44    650,117.36   sFT  0.99992853   +0 22 22.8
 KU3983;SPC NY L     -    71,103.804   305,970.745   MT  0.99999518   +0 02 46.6
 KU3983;SPC NY L     -   233,279.73  1,003,839.02   sFT  0.99999518   +0 02 46.6
 KU3983;SPC NJ       -   219,268.206   198,156.169   MT  0.99992853   +0 22 22.8
 KU3983;SPC NJ       -   719,382.44    650,117.36   sFT  0.99992853   +0 22 22.8
 KU3983;UTM  18      - 4,517,878.931   590,315.598   MT  0.99970040   +0 41 59.3
 KU3983
 KU3983                          SUPERSEDED SURVEY CONTROL
 KU3983
 KU3983  NAD 83(1996)-  40 48 25.03132(N)    073 55 45.26340(W) AD(       ) 4
 KU3983  NAD 83(1992)-  40 48 25.03063(N)    073 55 45.26428(W) AD(       ) 4
 KU3983  NAD 83(1986)-  40 48 25.03537(N)    073 55 45.26255(W) AD(       ) 4
 KU3983  NAD 27      -  40 48 24.67500(N)    073 55 46.77900(W) AD(       ) 3
 KU3983
 KU3983.Superseded values are not recommended for survey control.
 KU3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3983.See file dsdata.txt to determine how the superseded data were derived.
 KU3983
 KU3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9031617879(NAD 83)
 KU3983_MARKER: 85 = CHIMNEY
 KU3983
 KU3983  HISTORY     - Date     Condition        Report By
 KU3983  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3983
 KU3983                          STATION DESCRIPTION
 KU3983
 KU3983'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3983'THE PROMINENT CHIMNEY, N OF THE EAST RIVER ON THE E SIDE AND NEAR
 KU3983'THE MOUTH OF HARLEM RIVER ON THE E SIDE OF LINCOLN AVENUE BETWEEN
 KU3983'132ND AND 133RD STREETS, ATOP THE ARCTIC HYGEA ICE COMPANY
 KU3983'BUILDING, RISING FROM THE ROOF AT THE SW CORNER OF THIS 3-STORY,
 KU3983'RED-BRICK BUILDING.  IT IS A YELLOW-BRICK CHIMNEY.
 KU3983'
 KU3983'THE STATION IS THE CHIMNEYS TOP-CENTER, APPROXIMATELY 200 FEET
 KU3983'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4032 ***********************************************************************
 KU4032  DESIGNATION -  BRONX ARTHUR GRASON WORKS CHIM
 KU4032  PID         -  KU4032
 KU4032  STATE/COUNTY-  NY/BRONX
 KU4032  USGS QUAD   -  CENTRAL PARK (1979)
 KU4032
 KU4032                         *CURRENT SURVEY CONTROL
 KU4032  ___________________________________________________________________
 KU4032* NAD 83(1996)-  40 50 29.42910(N)    073 53 21.89767(W)     ADJUSTED  
 KU4032* NAVD 88     -                                                        
 KU4032  ___________________________________________________________________
 KU4032  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 KU4032  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4032
 KU4032  HORZ ORDER  -  THIRD
 KU4032
 KU4032.The horizontal coordinates were established by classical geodetic methods
 KU4032.and adjusted by the National Geodetic Survey in January 1999..
 KU4032
 KU4032
 KU4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4032
 KU4032.The geoid height was determined by GEOID03.
 KU4032
 KU4032;                    North         East     Units Scale Factor Converg.
 KU4032;SPC NY E     -   223,127.843   201,489.449   MT  0.99993262   +0 23 57.5
 KU4032;SPC NY E     -   732,045.26    661,053.30   sFT  0.99993262   +0 23 57.5
 KU4032;SPC NY L     -    74,944.610   309,326.205   MT  0.99999491   +0 04 20.4
 KU4032;SPC NY L     -   245,880.77  1,014,847.72   sFT  0.99999491   +0 04 20.4
 KU4032;SPC NJ       -   223,127.843   201,489.449   MT  0.99993262   +0 23 57.5
 KU4032;SPC NJ       -   732,045.26    661,053.30   sFT  0.99993262   +0 23 57.5
 KU4032;UTM  18      - 4,521,756.645   593,626.052   MT  0.99970789   +0 43 34.8
 KU4032
 KU4032                          SUPERSEDED SURVEY CONTROL
 KU4032
 KU4032  NAD 83(1996)-  40 50 29.42985(N)    073 53 21.89851(W) AD(       ) 4
 KU4032  NAD 83(1992)-  40 50 29.42872(N)    073 53 21.89930(W) AD(       ) 4
 KU4032  NAD 83(1986)-  40 50 29.43202(N)    073 53 21.89747(W) AD(       ) 4
 KU4032  NAD 27      -  40 50 29.07300(N)    073 53 23.41600(W) AD(       ) 3
 KU4032
 KU4032.Superseded values are not recommended for survey control.
 KU4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4032.See file dsdata.txt to determine how the superseded data were derived.
 KU4032
 KU4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9362621757(NAD 83)
 KU4032_MARKER: 85 = CHIMNEY
 KU4032
 KU4032  HISTORY     - Date     Condition        Report By
 KU4032  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU4032  HISTORY     - 1934     GOOD             CGS
 KU4032
 KU4032                          STATION DESCRIPTION
 KU4032
 KU4032'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU4032'THE PROMINENT CHIMNEY W OF THE BRONX RIVER, IN THE EAST TREMONT
 KU4032'SECTION OF THE BRONX ON THE SE CORNER OF MARMON AVENUE AND 176TH
 KU4032'STREET IN THE PLANT OF THE ARTHUR GRASON WORKS, RISING FROM THE
 KU4032'GROUND JUST W OF A SMALL 1-STORY BROWN BRICK BUILDING.  IT IS A
 KU4032'TALL, YELLOW BRICK CHIMNEY.  A WATER TANK IS LOCATED JUST SW OF
 KU4032'THE CHIMNEY.
 KU4032'
 KU4032'THE STATION IS THE CHIMNEYS TOP-CENTER, APPROXIMATELY 160 FEET
 KU4032'ABOVE GROUND.
 KU4032
 KU4032                          STATION RECOVERY (1934)
 KU4032
 KU4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU4032'STATION IS A ROUND YELLOW BRICK STACK ABOUT 130 FEET HIGH,
 KU4032'LOCATED ON THE GERSON PROPERTY, WHICH IS IN THE VICINITY OF AND
 KU4032'SOUTHEASTERLY OF THE INTERSECTION OF PROSPECT AVENUE AND E 176TH
 KU4032'STREET, IN THE CITY OF NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4035 ***********************************************************************
 KU4035  DESIGNATION -  BRONX ARTHUR GRASON WORKS TANK
 KU4035  PID         -  KU4035
 KU4035  STATE/COUNTY-  NY/BRONX
 KU4035  USGS QUAD   -  CENTRAL PARK (1979)
 KU4035
 KU4035                         *CURRENT SURVEY CONTROL
 KU4035  ___________________________________________________________________
 KU4035* NAD 83(1996)-  40 50 29.69237(N)    073 53 21.78583(W)     ADJUSTED  
 KU4035* NAVD 88     -                                                        
 KU4035  ___________________________________________________________________
 KU4035  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 KU4035  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4035
 KU4035  HORZ ORDER  -  THIRD
 KU4035
 KU4035.The horizontal coordinates were established by classical geodetic methods
 KU4035.and adjusted by the National Geodetic Survey in January 1999..
 KU4035
 KU4035
 KU4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4035
 KU4035.The geoid height was determined by GEOID03.
 KU4035
 KU4035;                    North         East     Units Scale Factor Converg.
 KU4035;SPC NY E     -   223,135.982   201,492.013   MT  0.99993262   +0 23 57.6
 KU4035;SPC NY E     -   732,071.97    661,061.71   sFT  0.99993262   +0 23 57.6
 KU4035;SPC NY L     -    74,952.735   309,328.815   MT  0.99999491   +0 04 20.5
 KU4035;SPC NY L     -   245,907.43  1,014,856.29   sFT  0.99999491   +0 04 20.5
 KU4035;SPC NJ       -   223,135.982   201,492.013   MT  0.99993262   +0 23 57.6
 KU4035;SPC NJ       -   732,071.97    661,061.71   sFT  0.99993262   +0 23 57.6
 KU4035;UTM  18      - 4,521,764.797   593,628.568   MT  0.99970790   +0 43 34.9
 KU4035
 KU4035                          SUPERSEDED SURVEY CONTROL
 KU4035
 KU4035  NAD 83(1996)-  40 50 29.69311(N)    073 53 21.78660(W) AD(       ) 4
 KU4035  NAD 83(1992)-  40 50 29.69197(N)    073 53 21.78735(W) AD(       ) 4
 KU4035  NAD 83(1986)-  40 50 29.69530(N)    073 53 21.78566(W) AD(       ) 4
 KU4035  NAD 27      -  40 50 29.33500(N)    073 53 23.30300(W) AD(       ) 3
 KU4035
 KU4035.Superseded values are not recommended for survey control.
 KU4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4035.See file dsdata.txt to determine how the superseded data were derived.
 KU4035
 KU4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9362921765(NAD 83)
 KU4035_MARKER: 53 = ELEVATED TANK
 KU4035
 KU4035  HISTORY     - Date     Condition        Report By
 KU4035  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU4035  HISTORY     - 1934     GOOD             CGS
 KU4035
 KU4035                          STATION DESCRIPTION
 KU4035
 KU4035'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU4035'THE FAIRLY PROMINENT TANK W OF THE BRONX RIVER, IN THE EAST
 KU4035'TREMONT SECTION OF THE BRONX OF THE NE CORNER OF MARMION AVENUE
 KU4035'AND 176TH STREET, IN THE PLANT OF THE ARTHUR GRASON WORKS, RISING
 KU4035'FROM THE GROUND JUST S OF THE SW CORNER OF A SMALL, 1-STORY BROWN
 KU4035'BRICK BUILDING.  IT IS A BLACK, STEEL TANK SURMOUNTING 4
 KU4035'STRUCTURAL STEEL COLUMNS.
 KU4035'
 KU4035'THE STATION IS THE TANK-APEX, APPROXIMATELY 150 FEET ABOVE GROUND.
 KU4035
 KU4035                          STATION RECOVERY (1934)
 KU4035
 KU4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU4035'STATION IS AN ELEVATED CYLINDRICAL TANK WITH CONICAL TOP, MOUNTED
 KU4035'ON 4 BUILT-UP STEEL COLUMNS, PAINTED BLACK.  IT IS ON GERSONS
 KU4035'PROPERTY WHICH IS IN THE VICINITY OF AND SOUTHEASTERLY OF THE
 KU4035'INTERSECTION OF PROSPECT AVENUE AND E 176TH STREET, IN THE CITY OF
 KU4035'NEW YORK.  THE TANK IS ABOUT 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3818 ***********************************************************************
 KU3818  DESIGNATION -  BRONX CATH PROTECT ASSOC SIS
 KU3818  PID         -  KU3818
 KU3818  STATE/COUNTY-  NY/BRONX
 KU3818  USGS QUAD   -  FLUSHING (1979)
 KU3818
 KU3818                         *CURRENT SURVEY CONTROL
 KU3818  ___________________________________________________________________
 KU3818* NAD 83(1996)-  40 50 14.12634(N)    073 51 36.24822(W)     ADJUSTED  
 KU3818* NAVD 88     -                                                        
 KU3818  ___________________________________________________________________
 KU3818  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KU3818  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU3818
 KU3818  HORZ ORDER  -  THIRD
 KU3818
 KU3818.The horizontal coordinates were established by classical geodetic methods
 KU3818.and adjusted by the National Geodetic Survey in January 1999..
 KU3818
 KU3818
 KU3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3818
 KU3818.The geoid height was determined by GEOID03.
 KU3818
 KU3818;                    North         East     Units Scale Factor Converg.
 KU3818;SPC NY E     -   222,673.497   203,967.697   MT  0.99993584   +0 25 06.5
 KU3818;SPC NY E     -   730,554.63    669,184.02   sFT  0.99993584   +0 25 06.5
 KU3818;SPC NY L     -    74,476.101   311,801.970   MT  0.99999493   +0 05 29.5
 KU3818;SPC NY L     -   244,343.67  1,022,970.30   sFT  0.99999493   +0 05 29.5
 KU3818;UTM  18      - 4,521,316.550   596,106.298   MT  0.99971368   +0 44 43.7
 KU3818
 KU3818                          SUPERSEDED SURVEY CONTROL
 KU3818
 KU3818  NAD 83(1996)-  40 50 14.12732(N)    073 51 36.24898(W) AD(       ) 4
 KU3818  NAD 83(1992)-  40 50 14.12634(N)    073 51 36.24987(W) AD(       ) 4
 KU3818  NAD 83(1986)-  40 50 14.12926(N)    073 51 36.24799(W) AD(       ) 4
 KU3818  NAD 27      -  40 50 13.76500(N)    073 51 37.76600(W) AD(       ) 3
 KU3818
 KU3818.Superseded values are not recommended for survey control.
 KU3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3818.See file dsdata.txt to determine how the superseded data were derived.
 KU3818
 KU3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9610621317(NAD 83)
 KU3818_MARKER: 90 = CHURCH SPIRE
 KU3818
 KU3818  HISTORY     - Date     Condition        Report By
 KU3818  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3818  HISTORY     - 1934     GOOD             CGS
 KU3818
 KU3818                          STATION DESCRIPTION
 KU3818
 KU3818'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3818'THE SPIRE N OF THE EAST RIVER, IN THE BRONX ON THE W SIDE OF
 KU3818'UNIONPORT ROAD 1/4 MILE S FROM EAST TREMONT AVENUE, ATOP THE
 KU3818'BUILDING OF THE CATHOLIC PROTECTIVE ASSOCIATION FOR SISTERS,
 KU3818'RISING FROM THE ROOF ON THE N SIDE OF THIS 4-STORY RED BRICK
 KU3818'BUILDING.  THE SPIRE SURMOUNTS A SQUARE BELFRY.
 KU3818'
 KU3818'THE STATION IS THE BASE OF CROSS AT THE SPIRE-APEX, APPROXIMATELY
 KU3818'175 FEET ABOVE GROUND.
 KU3818
 KU3818                          STATION RECOVERY (1934)
 KU3818
 KU3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3818'STATION IS A SPIRE ON A BUILDING DESIGNATED AS THE GIRLS DIVISION
 KU3818'OF THE NEW YORK CATHOLIC PROTECTIVE AGENCY, THE MAIN BUILDING OF
 KU3818'WHICH IS IN THE CITY OF NEW YORK, AT THE INTERSECTION OF STORROW
 KU3818'STREET AND UNIONPORT ROAD.
 KU3818'
 KU3818'THE SPIRE IS SOUTHEASTERLY OF THIS STREET INTERSECTION, MOUNTED ON
 KU3818'TOP OF A SQUARE BRICK TOWER WHICH RISES ONE STORY ABOVE A 4
 KU3818'1/2-STORY RED BRICK BUILDING.  THE ROOF OF THE SPIRE IS COVERED
 KU3818'WITH GREY SLATE AND HAS AN OPEN BELFRY IN WHICH A BELL CAN BE SEEN
 KU3818'FROM THE GROUND.  AT THE TOP OF THE SPIRE, WHICH IS ABOUT 35 FEET
 KU3818'ABOVE THE ROOF OF THE MAIN BUILDING, THERE IS A SMALL IRON CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3957 ***********************************************************************
 KU3957  DESIGNATION -  BRONX GAS ELECTRIC CO STACK
 KU3957  PID         -  KU3957
 KU3957  STATE/COUNTY-  NY/BRONX
 KU3957  USGS QUAD   -  CENTRAL PARK (1979)
 KU3957
 KU3957                         *CURRENT SURVEY CONTROL
 KU3957  ___________________________________________________________________
 KU3957* NAD 83(1996)-  40 47 54.45439(N)    073 54 36.68190(W)     ADJUSTED  
 KU3957* NAVD 88     -                                                        
 KU3957  ___________________________________________________________________
 KU3957  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 KU3957  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU3957
 KU3957  HORZ ORDER  -  THIRD
 KU3957
 KU3957.The horizontal coordinates were established by classical geodetic methods
 KU3957.and adjusted by the National Geodetic Survey in January 1999..
 KU3957
 KU3957
 KU3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3957
 KU3957.The geoid height was determined by GEOID03.
 KU3957
 KU3957;                    North         East     Units Scale Factor Converg.
 KU3957;SPC NY E     -   218,335.725   199,769.824   MT  0.99993048   +0 23 07.4
 KU3957;SPC NY E     -   716,323.12    655,411.50   sFT  0.99993048   +0 23 07.4
 KU3957;SPC NY L     -    70,162.075   307,579.163   MT  0.99999530   +0 03 31.5
 KU3957;SPC NY L     -   230,190.07  1,009,115.97   sFT  0.99999530   +0 03 31.5
 KU3957;SPC NJ       -   218,335.725   199,769.824   MT  0.99993048   +0 23 07.4
 KU3957;SPC NJ       -   716,323.12    655,411.50   sFT  0.99993048   +0 23 07.4
 KU3957;UTM  18      - 4,516,955.877   591,934.176   MT  0.99970403   +0 42 43.7
 KU3957
 KU3957                          SUPERSEDED SURVEY CONTROL
 KU3957
 KU3957  NAD 83(1996)-  40 47 54.45496(N)    073 54 36.68262(W) AD(       ) 4
 KU3957  NAD 83(1992)-  40 47 54.45402(N)    073 54 36.68332(W) AD(       ) 4
 KU3957  NAD 83(1986)-  40 47 54.45737(N)    073 54 36.68119(W) AD(       ) 4
 KU3957  NAD 27      -  40 47 54.09300(N)    073 54 38.19500(W) AD(       ) 3
 KU3957
 KU3957.Superseded values are not recommended for survey control.
 KU3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3957.See file dsdata.txt to determine how the superseded data were derived.
 KU3957
 KU3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9193416956(NAD 83)
 KU3957_MARKER: 63 = STACK
 KU3957
 KU3957  HISTORY     - Date     Condition        Report By
 KU3957  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3957
 KU3957                          STATION DESCRIPTION
 KU3957
 KU3957'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3957'THE SOUTHWESTERLY OF A GROUP OF FIVE STACKS, ON THE N SHORE OF THE
 KU3957'EAST RIVER, IN THE PORT MORRIS SECTION OF THE BRONX ON THE NE
 KU3957'CORNER OF LOCUST AVENUE AND 132ND STREET, ATOP THE BUILDING OF THE
 KU3957'GAS AND ELECTRIC COMPANY, RISING FROM THE SW CORNER OF THIS LONG,
 KU3957'6-STORY, RED-BRICK, FLAT-ROOFED BUILDING.  IT IS A GREY, STEEL
 KU3957'STACK WITH A FLANGED TOP.
 KU3957'
 KU3957'THE STATION IS THE STACKS TOP-CENTER, APPROXIMATELY 300 FEET ABOVE
 KU3957'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3990 ***********************************************************************
 KU3990  DESIGNATION -  BRONX IMM CON CATH CH SPIRE
 KU3990  PID         -  KU3990
 KU3990  STATE/COUNTY-  NY/BRONX
 KU3990  USGS QUAD   -  CENTRAL PARK (1979)
 KU3990
 KU3990                         *CURRENT SURVEY CONTROL
 KU3990  ___________________________________________________________________
 KU3990* NAD 83(1996)-  40 49 01.34913(N)    073 55 05.14666(W)     ADJUSTED  
 KU3990* NAVD 88     -                                                        
 KU3990  ___________________________________________________________________
 KU3990  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KU3990  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU3990
 KU3990  HORZ ORDER  -  THIRD
 KU3990
 KU3990.The horizontal coordinates were established by classical geodetic methods
 KU3990.and adjusted by the National Geodetic Survey in January 1999..
 KU3990
 KU3990
 KU3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3990
 KU3990.The geoid height was determined by GEOID03.
 KU3990
 KU3990;                    North         East     Units Scale Factor Converg.
 KU3990;SPC NY E     -   220,394.597   199,088.921   MT  0.99992965   +0 22 49.3
 KU3990;SPC NY E     -   723,077.94    653,177.57   sFT  0.99992965   +0 22 49.3
 KU3990;SPC NY L     -    72,224.930   306,909.968   MT  0.99999507   +0 03 12.9
 KU3990;SPC NY L     -   236,957.96  1,006,920.45   sFT  0.99999507   +0 03 12.9
 KU3990;SPC NJ       -   220,394.597   199,088.921   MT  0.99992965   +0 22 49.3
 KU3990;SPC NJ       -   723,077.94    653,177.57   sFT  0.99992965   +0 22 49.3
 KU3990;UTM  18      - 4,519,010.366   591,241.699   MT  0.99970247   +0 42 26.0
 KU3990
 KU3990                          SUPERSEDED SURVEY CONTROL
 KU3990
 KU3990  NAD 83(1996)-  40 49 01.34926(N)    073 55 05.14770(W) AD(       ) 4
 KU3990  NAD 83(1992)-  40 49 01.34778(N)    073 55 05.14863(W) AD(       ) 4
 KU3990  NAD 83(1986)-  40 49 01.35216(N)    073 55 05.14628(W) AD(       ) 4
 KU3990  NAD 27      -  40 49 00.98900(N)    073 55 06.66100(W) AD(       ) 3
 KU3990
 KU3990.Superseded values are not recommended for survey control.
 KU3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3990.See file dsdata.txt to determine how the superseded data were derived.
 KU3990
 KU3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9124219010(NAD 83)
 KU3990_MARKER: 90 = CHURCH SPIRE
 KU3990
 KU3990  HISTORY     - Date     Condition        Report By
 KU3990  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3990
 KU3990                          STATION DESCRIPTION
 KU3990
 KU3990'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3990'THE SPIRE, E OF THE HARLEM RIVER, IN THE MELROSE SECTION OF THE
 KU3990'BRONX ON THE NW CORNER OF MELROSE AVENUE AND 150TH STREET, ATOP
 KU3990'THE IMMACULATE CONCEPTION ROMAN CATHOLIC CHURCH, RISING FROM THE
 KU3990'SW CORNER OF THIS RED-BRICK BUILDING.  IT IS A 3-SIDED, SLATE
 KU3990'SHINGLED SPIRE SURMOUNTED BY A CROSS.
 KU3990'
 KU3990'STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX, APPROXIMATELY
 KU3990'150 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3814 ***********************************************************************
 KU3814  DESIGNATION -  BRONX NY CATH PROTECTORY AGCY
 KU3814  PID         -  KU3814
 KU3814  STATE/COUNTY-  NY/BRONX
 KU3814  USGS QUAD   -  FLUSHING (1979)
 KU3814
 KU3814                         *CURRENT SURVEY CONTROL
 KU3814  ___________________________________________________________________
 KU3814* NAD 83(1996)-  40 50 25.68822(N)    073 51 42.96613(W)     ADJUSTED  
 KU3814* NAVD 88     -                                                        
 KU3814  ___________________________________________________________________
 KU3814  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KU3814  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU3814
 KU3814  HORZ ORDER  -  THIRD
 KU3814
 KU3814.The horizontal coordinates were established by classical geodetic methods
 KU3814.and adjusted by the National Geodetic Survey in January 1999..
 KU3814
 KU3814
 KU3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3814
 KU3814.The geoid height was determined by GEOID03.
 KU3814
 KU3814;                    North         East     Units Scale Factor Converg.
 KU3814;SPC NY E     -   223,028.972   203,807.725   MT  0.99993562   +0 25 02.2
 KU3814;SPC NY E     -   731,720.89    668,659.18   sFT  0.99993562   +0 25 02.2
 KU3814;SPC NY L     -    74,832.504   311,644.020   MT  0.99999491   +0 05 25.1
 KU3814;SPC NY L     -   245,512.97  1,022,452.09   sFT  0.99999491   +0 05 25.1
 KU3814;UTM  18      - 4,521,671.026   595,944.336   MT  0.99971330   +0 44 39.5
 KU3814
 KU3814                          SUPERSEDED SURVEY CONTROL
 KU3814
 KU3814  NAD 83(1996)-  40 50 25.68923(N)    073 51 42.96691(W) AD(       ) 4
 KU3814  NAD 83(1992)-  40 50 25.68826(N)    073 51 42.96780(W) AD(       ) 4
 KU3814  NAD 83(1986)-  40 50 25.69111(N)    073 51 42.96590(W) AD(       ) 4
 KU3814  NAD 27      -  40 50 25.32800(N)    073 51 44.48000(W) AD(       ) 3
 KU3814
 KU3814.Superseded values are not recommended for survey control.
 KU3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3814.See file dsdata.txt to determine how the superseded data were derived.
 KU3814
 KU3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9594421671(NAD 83)
 KU3814_MARKER: 90 = CHURCH SPIRE
 KU3814
 KU3814  HISTORY     - Date     Condition        Report By
 KU3814  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3814  HISTORY     - 1934     GOOD             CGS
 KU3814
 KU3814                          STATION DESCRIPTION
 KU3814
 KU3814'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3814'THE SPIRE N OF THE EAST RIVER, IN THE BRONX NEAR THE SE CORNER OF
 KU3814'EAST TREMONT AVENUE AND UNIONPORT ROAD OPPOSITE THE END OF GORLAIN
 KU3814'STREET, ATOP THE BUILDING OF THE NEW YORK CATHOLIC PROTECTORY
 KU3814'AGENCY, RISING AT THE N SIDE OF THIS 4-STORY, BROWN BRICK CHURCH
 KU3814'BUILDING.  IT IS A TALL PYRAMIDAL GREEN-SHINGLED SPIRE SURMOUNTED
 KU3814'BY A CROSS.
 KU3814'
 KU3814'THE STATION IS THE BASE OF CROSS AT THE SPIRE-APEX, APPROXIMATELY
 KU3814'185 FEET ABOVE GROUND.
 KU3814
 KU3814                          STATION RECOVERY (1934)
 KU3814
 KU3814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CCM)
 KU3814'STATION IS A SPIRE ON A BUILDING DESIGNATED AS THE BOYS DIVISION
 KU3814'OF THE NEW YORK CATHOLIC PROTECTIVE AGENCY, THE MAIN BUILDING OF
 KU3814'WHICH IS LOCATED IN THE CITY OF NEW YORK AT THE INTERSECTION OF
 KU3814'STORROW STREET AND UNIONPORT ROAD.
 KU3814'
 KU3814'THE SPIRE IS SOUTHEASTERLY OF THE INTERSECTION OF UNIONPORT ROAD
 KU3814'AND EAST TREMONT AVENUE, AND NORTHERLY OF THE INTERSECTION OF
 KU3814'STORROW STREET, AND UNIONPORT ROAD, SITUATED ABOUT ON LINE AND
 KU3814'ABOUT MIDWAY BETWEEN THE LATTER STREET INTERSECTION AND A POINT ON
 KU3814'EAST TREMONT AVENUE WHERE STORROW STREET WOULD INTERSECT IT, IF
 KU3814'PROLONGED.
 KU3814'
 KU3814'TE SPIRE IS A FOUR-SIDED PYRAMID MOUNTED ON A SQUARE RED BRICK
 KU3814'TOWER, 6 STORIES HIGH, AND PROJECTS ABOUT 20 FEET ABOVE THE TOP OF
 KU3814'THE TOWER.  THE ROOF OF THE SPIRE IS COVERED WITH GREY SLATE AND
 KU3814'AT THE APEX OF THE ROOF THERE IS A GREY CROSS MOUNTED.  ON EACH OF
 KU3814'THE FOUR SIDES OF THE PYRAMID THERE IS A SMALL CUPOLA ON THE ROOF
 KU3814'OF WHICH THERE IS A CROSS MOUNTED.  THERE ARE CLOCKS ON THREE
 KU3814'FACES OF THE TOWER NEAR THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4016 ***********************************************************************
 KU4016  DESIGNATION -  BRONX NYCRR POWERHOUSE N CHIM
 KU4016  PID         -  KU4016
 KU4016  STATE/COUNTY-  NY/BRONX
 KU4016  USGS QUAD   -  CENTRAL PARK (1979)
 KU4016
 KU4016                         *CURRENT SURVEY CONTROL
 KU4016  ___________________________________________________________________
 KU4016* NAD 83(1996)-  40 48 18.17844(N)    073 54 11.45534(W)     ADJUSTED  
 KU4016* NAVD 88     -                                                        
 KU4016  ___________________________________________________________________
 KU4016  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KU4016  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU4016
 KU4016  HORZ ORDER  -  THIRD
 KU4016
 KU4016.The horizontal coordinates were established by classical geodetic methods
 KU4016.and adjusted by the National Geodetic Survey in January 1999..
 KU4016
 KU4016
 KU4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4016
 KU4016.The geoid height was determined by GEOID03.
 KU4016
 KU4016;                    North         East     Units Scale Factor Converg.
 KU4016;SPC NY E     -   219,071.480   200,356.148   MT  0.99993120   +0 23 24.1
 KU4016;SPC NY E     -   718,737.01    657,335.13   sFT  0.99993120   +0 23 24.1
 KU4016;SPC NY L     -    70,894.522   308,169.710   MT  0.99999521   +0 03 48.0
 KU4016;SPC NY L     -   232,593.11  1,011,053.46   sFT  0.99999521   +0 03 48.0
 KU4016;SPC NJ       -   219,071.480   200,356.148   MT  0.99993120   +0 23 24.1
 KU4016;SPC NJ       -   718,737.01    657,335.13   sFT  0.99993120   +0 23 24.1
 KU4016;UTM  18      - 4,517,694.797   592,516.163   MT  0.99970535   +0 43 00.5
 KU4016
 KU4016                          SUPERSEDED SURVEY CONTROL
 KU4016
 KU4016  NAD 83(1996)-  40 48 18.17905(N)    073 54 11.45607(W) AD(       ) 4
 KU4016  NAD 83(1992)-  40 48 18.17805(N)    073 54 11.45676(W) AD(       ) 4
 KU4016  NAD 83(1986)-  40 48 18.18144(N)    073 54 11.45470(W) AD(       ) 4
 KU4016  NAD 27      -  40 48 17.81500(N)    073 54 12.96900(W) AD(       ) 3
 KU4016
 KU4016.Superseded values are not recommended for survey control.
 KU4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4016.See file dsdata.txt to determine how the superseded data were derived.
 KU4016
 KU4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9251617695(NAD 83)
 KU4016_MARKER: 85 = CHIMNEY
 KU4016
 KU4016  HISTORY     - Date     Condition        Report By
 KU4016  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU4016
 KU4016                          STATION DESCRIPTION
 KU4016
 KU4016'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU4016'THE NORTHERLY OF TWIN CHIMNEYS, ON THE N SIDE OF THE EAST RIVER,
 KU4016'NW OF NORTH BROTHER ISLAND AT THE FOOT OF 149TH STREET NEAR THE
 KU4016'RIVER, ON THE PROPERTY OF THE NEW YORK CENTRAL RAILROAD, RISING
 KU4016'FROM THE ROOF OF THE BROWN BRICK POWER HOUSE.  IT IS A YELLOW
 KU4016'BRICK CHIMNEY.
 KU4016'
 KU4016'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4019 ***********************************************************************
 KU4019  DESIGNATION -  BRONX NYCRR POWERHOUSE S CHIM
 KU4019  PID         -  KU4019
 KU4019  STATE/COUNTY-  NY/BRONX
 KU4019  USGS QUAD   -  CENTRAL PARK (1979)
 KU4019
 KU4019                         *CURRENT SURVEY CONTROL
 KU4019  ___________________________________________________________________
 KU4019* NAD 83(1996)-  40 48 17.49963(N)    073 54 10.37398(W)     ADJUSTED  
 KU4019* NAVD 88     -                                                        
 KU4019  ___________________________________________________________________
 KU4019  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KU4019  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU4019
 KU4019  HORZ ORDER  -  THIRD
 KU4019
 KU4019.The horizontal coordinates were established by classical geodetic methods
 KU4019.and adjusted by the National Geodetic Survey in January 1999..
 KU4019
 KU4019
 KU4019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4019
 KU4019.The geoid height was determined by GEOID03.
 KU4019
 KU4019;                    North         East     Units Scale Factor Converg.
 KU4019;SPC NY E     -   219,050.715   200,381.635   MT  0.99993123   +0 23 24.8
 KU4019;SPC NY E     -   718,668.89    657,418.75   sFT  0.99993123   +0 23 24.8
 KU4019;SPC NY L     -    70,873.611   308,195.080   MT  0.99999521   +0 03 48.7
 KU4019;SPC NY L     -   232,524.51  1,011,136.69   sFT  0.99999521   +0 03 48.7
 KU4019;SPC NJ       -   219,050.715   200,381.635   MT  0.99993123   +0 23 24.8
 KU4019;SPC NJ       -   718,668.89    657,418.75   sFT  0.99993123   +0 23 24.8
 KU4019;UTM  18      - 4,517,674.183   592,541.762   MT  0.99970541   +0 43 01.2
 KU4019
 KU4019                          SUPERSEDED SURVEY CONTROL
 KU4019
 KU4019  NAD 83(1996)-  40 48 17.50031(N)    073 54 10.37466(W) AD(       ) 4
 KU4019  NAD 83(1992)-  40 48 17.49931(N)    073 54 10.37532(W) AD(       ) 4
 KU4019  NAD 83(1986)-  40 48 17.50245(N)    073 54 10.37356(W) AD(       ) 4
 KU4019  NAD 27      -  40 48 17.12900(N)    073 54 11.89100(W) AD(       ) 3
 KU4019
 KU4019.Superseded values are not recommended for survey control.
 KU4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4019.See file dsdata.txt to determine how the superseded data were derived.
 KU4019
 KU4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9254217674(NAD 83)
 KU4019_MARKER: 85 = CHIMNEY
 KU4019
 KU4019  HISTORY     - Date     Condition        Report By
 KU4019  HISTORY     - 1915     FIRST OBSERVED   CGS
 KU4019  HISTORY     - 1932     GOOD             CGS
 KU4019  HISTORY     - 19940911 GOOD             USPSQD
 KU4019
 KU4019                          STATION DESCRIPTION
 KU4019
 KU4019'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU4019'THE SOUTHERLY OF TWIN CHIMNEYS, ON THE N SIDE OF THE EAST RIVER,
 KU4019'NW OF NORTH BROTHER ISLAND AT THE FOOT OF 149TH STREET NEAR THE
 KU4019'RIVER, ON THE PROPERTY OF THE NEW YORK CENTRAL RAILROAD, RISING
 KU4019'FROM THE ROOF OF THE BROWN BRICK POWER HOUSE.  IT IS A YELLOW
 KU4019'BRICK CHIMNEY.
 KU4019'
 KU4019'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
 KU4019
 KU4019                          STATION RECOVERY (1994)
 KU4019
 KU4019'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU4019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3816 ***********************************************************************
 KU3816  DESIGNATION -  BRONX PS 69 FLAGPOLE
 KU3816  PID         -  KU3816
 KU3816  STATE/COUNTY-  NY/BRONX
 KU3816  USGS QUAD   -  FLUSHING (1979)
 KU3816
 KU3816                         *CURRENT SURVEY CONTROL
 KU3816  ___________________________________________________________________
 KU3816* NAD 83(1996)-  40 49 00.60744(N)    073 51 38.64370(W)     ADJUSTED  
 KU3816* NAVD 88     -                                                        
 KU3816  ___________________________________________________________________
 KU3816  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 KU3816  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU3816
 KU3816  HORZ ORDER  -  THIRD
 KU3816
 KU3816.The horizontal coordinates were established by classical geodetic methods
 KU3816.and adjusted by the National Geodetic Survey in January 1999..
 KU3816
 KU3816
 KU3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3816
 KU3816.The geoid height was determined by GEOID03.
 KU3816
 KU3816;                    North         East     Units Scale Factor Converg.
 KU3816;SPC NY E     -   220,405.428   203,928.122   MT  0.99993578   +0 25 04.3
 KU3816;SPC NY E     -   723,113.48    669,054.18   sFT  0.99993578   +0 25 04.3
 KU3816;SPC NY L     -    72,208.161   311,749.454   MT  0.99999507   +0 05 27.9
 KU3816;SPC NY L     -   236,902.94  1,022,798.00   sFT  0.99999507   +0 05 27.9
 KU3816;UTM  18      - 4,519,048.796   596,079.672   MT  0.99971362   +0 44 41.0
 KU3816
 KU3816                          SUPERSEDED SURVEY CONTROL
 KU3816
 KU3816  NAD 83(1996)-  40 49 00.60837(N)    073 51 38.64434(W) AD(       ) 4
 KU3816  NAD 83(1992)-  40 49 00.60748(N)    073 51 38.64515(W) AD(       ) 4
 KU3816  NAD 83(1986)-  40 49 00.61035(N)    073 51 38.64331(W) AD(       ) 4
 KU3816  NAD 27      -  40 49 00.23700(N)    073 51 40.15700(W) AD(       ) 3
 KU3816
 KU3816.Superseded values are not recommended for survey control.
 KU3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3816.See file dsdata.txt to determine how the superseded data were derived.
 KU3816
 KU3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9608019049(NAD 83)
 KU3816_MARKER: 62 = FLAGPOLE
 KU3816
 KU3816  HISTORY     - Date     Condition        Report By
 KU3816  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3816
 KU3816                          STATION DESCRIPTION
 KU3816
 KU3816'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3816'THE FLAGPOLE N OF THE EAST RIVER, IN THE CLASON POINT SECTION OF
 KU3816'BRONX E OF THE BRONX RIVER MOUTH ON THE NE CORNER OF RANDALL AND
 KU3816'THIERIOT AVENUES, ATOP THE BUILDING OF PUBLIC SCHOOL NO.69, RISING
 KU3816'FROM THE ROOF ON THE S SIDE OF THIS 3-STORY, BROWN BRICK BUILDING.
 KU3816'
 KU3816'IT IS A WHITE, STEEL FLAGPOLE APPROXIMATELY 75 FEET HIGH.
 KU3816'
 KU3816'THE STATION IS THE BASE OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3752 ***********************************************************************
 KU3752  DESIGNATION -  BRONX PS 71 FLAGPOLE
 KU3752  PID         -  KU3752
 KU3752  STATE/COUNTY-  NY/BRONX
 KU3752  USGS QUAD   -  FLUSHING (1979)
 KU3752
 KU3752                         *CURRENT SURVEY CONTROL
 KU3752  ___________________________________________________________________
 KU3752* NAD 83(1996)-  40 50 44.28733(N)    073 49 47.01089(W)     ADJUSTED  
 KU3752* NAVD 88     -                                                        
 KU3752  ___________________________________________________________________
 KU3752  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KU3752  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU3752
 KU3752  HORZ ORDER  -  THIRD
 KU3752
 KU3752.The horizontal coordinates were established by classical geodetic methods
 KU3752.and adjusted by the National Geodetic Survey in January 1999..
 KU3752
 KU3752
 KU3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3752
 KU3752.The geoid height was determined by GEOID03.
 KU3752
 KU3752;                    North         East     Units Scale Factor Converg.
 KU3752;SPC NY E     -   223,622.937   206,519.591   MT  0.99993931   +0 26 18.2
 KU3752;SPC NY E     -   733,669.59    677,556.36   sFT  0.99993931   +0 26 18.2
 KU3752;SPC NY L     -    75,411.016   314,359.387   MT  0.99999490   +0 06 40.9
 KU3752;SPC NY L     -   247,410.97  1,031,360.76   sFT  0.99999490   +0 06 40.9
 KU3752;UTM  18      - 4,522,280.327   598,652.169   MT  0.99971979   +0 45 55.6
 KU3752
 KU3752                          SUPERSEDED SURVEY CONTROL
 KU3752
 KU3752  NAD 83(1996)-  40 50 44.28848(N)    073 49 47.01156(W) AD(       ) 4
 KU3752  NAD 83(1992)-  40 50 44.28758(N)    073 49 47.01251(W) AD(       ) 4
 KU3752  NAD 83(1986)-  40 50 44.29028(N)    073 49 47.01077(W) AD(       ) 4
 KU3752  NAD 27      -  40 50 43.92700(N)    073 49 48.52800(W) AD(       ) 3
 KU3752
 KU3752.Superseded values are not recommended for survey control.
 KU3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3752.See file dsdata.txt to determine how the superseded data were derived.
 KU3752
 KU3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9865222280(NAD 83)
 KU3752_MARKER: 62 = FLAGPOLE
 KU3752
 KU3752  HISTORY     - Date     Condition        Report By
 KU3752  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3752  HISTORY     - 1934     GOOD             CGS
 KU3752  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KU3752
 KU3752                          STATION DESCRIPTION
 KU3752
 KU3752'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3752'THE FLAGPOLE W OF EAST CHESTER BAY, IN THE BRONX ON THE S SIDE OF
 KU3752'ROBERTS AVENUE BETWEEN HOBART AND JARVIS AVENUES, ATOP PUBLIC
 KU3752'SCHOOL NO. 71, RISING FROM THE ROOF ON THE N SIDE OF THIS 5-STORY,
 KU3752'RED BRICK BUILDING.  THE STEEL FLAGPOLE IS APPROXIMATELY 75 FEET HIGH.
 KU3752'
 KU3752'THE STATION IS THE BASE OF THE FLAGPOLE.
 KU3752
 KU3752                          STATION RECOVERY (1934)
 KU3752
 KU3752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3752'STATION IS A WHITE FLAGPOLE WHICH RISES ABOUT 25 FEET ABOVE THE
 KU3752'ROOF OF A 5-STORY RED BRICK SCHOOLHOUSE, KNOWN AS PUBLIC SCHOOL
 KU3752'NO.71, LOCATED ON ROBERTS AVENUE, BETWEEN HOBART AVENUE AND JARVIS
 KU3752'STREET, IN THE CITY OF NEW YORK.
 KU3752
 KU3752                          STATION RECOVERY (2001)
 KU3752
 KU3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KU3752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3772 ***********************************************************************
 KU3772  DESIGNATION -  BRONX ST JOSEPHS SCH FOR DEAF
 KU3772  PID         -  KU3772
 KU3772  STATE/COUNTY-  NY/BRONX
 KU3772  USGS QUAD   -  FLUSHING (1979)
 KU3772
 KU3772                         *CURRENT SURVEY CONTROL
 KU3772  ___________________________________________________________________
 KU3772* NAD 83(1996)-  40 49 30.42645(N)    073 50 16.03860(W)     ADJUSTED  
 KU3772* NAVD 88     -                                                        
 KU3772  ___________________________________________________________________
 KU3772  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KU3772  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU3772
 KU3772  HORZ ORDER  -  THIRD
 KU3772
 KU3772.The horizontal coordinates were established by classical geodetic methods
 KU3772.and adjusted by the National Geodetic Survey in January 1999..
 KU3772
 KU3772
 KU3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3772
 KU3772.The geoid height was determined by GEOID03.
 KU3772
 KU3772;                    North         East     Units Scale Factor Converg.
 KU3772;SPC NY E     -   221,339.554   205,856.887   MT  0.99993839   +0 25 58.6
 KU3772;SPC NY E     -   726,178.19    675,382.14   sFT  0.99993839   +0 25 58.6
 KU3772;SPC NY L     -    73,131.323   313,683.627   MT  0.99999499   +0 06 22.0
 KU3772;SPC NY L     -   239,931.68  1,029,143.70   sFT  0.99999499   +0 06 22.0
 KU3772;UTM  18      - 4,519,993.701   598,002.650   MT  0.99971821   +0 45 35.5
 KU3772
 KU3772                          SUPERSEDED SURVEY CONTROL
 KU3772
 KU3772  NAD 83(1996)-  40 49 30.42747(N)    073 50 16.03921(W) AD(       ) 4
 KU3772  NAD 83(1992)-  40 49 30.42656(N)    073 50 16.04008(W) AD(       ) 4
 KU3772  NAD 83(1986)-  40 49 30.42945(N)    073 50 16.03834(W) AD(       ) 4
 KU3772  NAD 27      -  40 49 30.06500(N)    073 50 17.55700(W) AD(       ) 3
 KU3772
 KU3772.Superseded values are not recommended for survey control.
 KU3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3772.See file dsdata.txt to determine how the superseded data were derived.
 KU3772
 KU3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9800319994(NAD 83)
 KU3772_MARKER: 75 = BELFRY
 KU3772
 KU3772  HISTORY     - Date     Condition        Report By
 KU3772  HISTORY     - 1915     FIRST OBSERVED   CGS
 KU3772  HISTORY     - 1932     GOOD             CGS
 KU3772
 KU3772                          STATION DESCRIPTION
 KU3772
 KU3772'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3772'STATION RECOVERED IN GOOD CONDITION, RENAMED BELFRY (ST. JOSEPHS
 KU3772'SCHOOL).
 KU3772'
 KU3772'THE BELFRY, N OF THE EAST RIVER AND W OF WESTCHESTER CREEK, IN THE
 KU3772'BRONX ON THE W SIDE OF FARRIS AVENUE NEAR OLD FERRY POINT, ATOP
 KU3772'THE BUILDING OF ST. JOSEPH SCHOOL FOR THE DEAF, RISING FROM THE E
 KU3772'SIDE OF THE ROOF OF THIS 3-STORY, RED BRICK STRUCTURE.  IT IS A
 KU3772'LIGHT BROWN, DOME-SHAPED BELFRY SURMOUNTED BY A CROSS.
 KU3772'
 KU3772'THE STATION IS THE BASE OF THE CROSS AT THE BELFRY-APEX,
 KU3772'APPROXIMATELY 125 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3851 ***********************************************************************
 KU3851  DESIGNATION -  BRONX WESTCHESTER CR GAS HOLD
 KU3851  PID         -  KU3851
 KU3851  STATE/COUNTY-  NY/BRONX
 KU3851  USGS QUAD   -  FLUSHING (1979)
 KU3851
 KU3851                         *CURRENT SURVEY CONTROL
 KU3851  ___________________________________________________________________
 KU3851* NAD 83(1996)-  40 49 48.30124(N)    073 50 43.81647(W)     ADJUSTED  
 KU3851* NAVD 88     -                                                        
 KU3851  ___________________________________________________________________
 KU3851  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 KU3851  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU3851
 KU3851  HORZ ORDER  -  THIRD
 KU3851
 KU3851.The horizontal coordinates were established by classical geodetic methods
 KU3851.and adjusted by the National Geodetic Survey in January 1999..
 KU3851
 KU3851
 KU3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3851
 KU3851.The geoid height was determined by GEOID03.
 KU3851
 KU3851;                    North         East     Units Scale Factor Converg.
 KU3851;SPC NY E     -   221,886.005   205,201.921   MT  0.99993749   +0 25 40.6
 KU3851;SPC NY E     -   727,971.00    673,233.30   sFT  0.99993749   +0 25 40.6
 KU3851;SPC NY L     -    73,681.533   313,031.753   MT  0.99999496   +0 06 03.8
 KU3851;SPC NY L     -   241,736.83  1,027,005.01   sFT  0.99999496   +0 06 03.8
 KU3851;UTM  18      - 4,520,536.287   597,344.722   MT  0.99971663   +0 45 17.6
 KU3851
 KU3851                          SUPERSEDED SURVEY CONTROL
 KU3851
 KU3851  NAD 83(1996)-  40 49 48.30225(N)    073 50 43.81715(W) AD(       ) 4
 KU3851  NAD 83(1992)-  40 49 48.30132(N)    073 50 43.81806(W) AD(       ) 4
 KU3851  NAD 83(1986)-  40 49 48.30421(N)    073 50 43.81628(W) AD(       ) 4
 KU3851  NAD 27      -  40 49 47.94000(N)    073 50 45.33200(W) AD(       ) 3
 KU3851
 KU3851.Superseded values are not recommended for survey control.
 KU3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3851.See file dsdata.txt to determine how the superseded data were derived.
 KU3851
 KU3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9734520536(NAD 83)
 KU3851_MARKER: 51 = TANK
 KU3851
 KU3851  HISTORY     - Date     Condition        Report By
 KU3851  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3851  HISTORY     - 1932     GOOD             CGS
 KU3851  HISTORY     - 1934     GOOD             CGS
 KU3851
 KU3851                          STATION DESCRIPTION
 KU3851
 KU3851'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU3851'STATION IS A LARGE, REDDISH, CYLINDRICAL, CONSTANT PRESSURE GAS
 KU3851'TANK, ENCIRCLED EXTERNALLY BY A REINFORCING FRAMEWORK OF STEEL.
 KU3851'IT IS LOCATED IN UNIONPORT, W OF WESTCHESTER CREEK AND ABOUT 1-1/8
 KU3851'MILES DUE N OF CASTLE HILL POINT, N SHORE OF EAST RIVER.  IT IS
 KU3851'VERY PROMINENT AND SHOULD BE CHARTED AS A LANDMARK.
 KU3851
 KU3851                          STATION RECOVERY (1932)
 KU3851
 KU3851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3851'STATION RECOVERED IN GOOD CONDITION.  STATION RENAMED, GAS HOLDER.
 KU3851'
 KU3851'A COMPLETE DESCRIPTION FOLLOWS--
 KU3851'
 KU3851'THE GAS HOLDER, N OF EAST RIVER AND E OF WESTCHESTER CREEK, IN THE
 KU3851'BRONX OF THE NW CORNER OF ZARAGA AND CHATTERTON AVENUES.  IT IS AN
 KU3851'ORDINARY EXPANSION-TYPE, BROWN, GAS HOLDER (APPROXIMATELY 100
 KU3851'FEET IN DIAMETER).
 KU3851'
 KU3851'THE STATION IS THE TOP-CENTER OF THE GAS HOLDER, APPROXIMATELY 200
 KU3851'FEET ABOVE GROUND.
 KU3851
 KU3851                          STATION RECOVERY (1934)
 KU3851
 KU3851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3851'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3753 ***********************************************************************
 KU3753  DESIGNATION -  BRONX WHITE MARBLE MONUMENT
 KU3753  PID         -  KU3753
 KU3753  STATE/COUNTY-  NY/BRONX
 KU3753  USGS QUAD   -  FLUSHING (1979)
 KU3753
 KU3753                         *CURRENT SURVEY CONTROL
 KU3753  ___________________________________________________________________
 KU3753* NAD 83(1996)-  40 51 15.72534(N)    073 49 23.24971(W)     ADJUSTED  
 KU3753* NAVD 88     -                                                        
 KU3753  ___________________________________________________________________
 KU3753  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KU3753  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU3753
 KU3753  HORZ ORDER  -  THIRD
 KU3753
 KU3753.The horizontal coordinates were established by classical geodetic methods
 KU3753.and adjusted by the National Geodetic Survey in January 1999..
 KU3753
 KU3753
 KU3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3753
 KU3753.The geoid height was determined by GEOID03.
 KU3753
 KU3753;                    North         East     Units Scale Factor Converg.
 KU3753;SPC NY E     -   224,596.914   207,068.661   MT  0.99994007   +0 26 34.0
 KU3753;SPC NY E     -   736,865.04    679,357.77   sFT  0.99994007   +0 26 34.0
 KU3753;SPC NY L     -    76,381.896   314,914.038   MT  0.99999490   +0 06 56.5
 KU3753;SPC NY L     -   250,596.27  1,033,180.47   sFT  0.99999490   +0 06 56.5
 KU3753;UTM  18      - 4,523,257.208   599,195.550   MT  0.99972111   +0 46 11.6
 KU3753
 KU3753                          SUPERSEDED SURVEY CONTROL
 KU3753
 KU3753  NAD 83(1996)-  40 51 15.72657(N)    073 49 23.25038(W) AD(       ) 4
 KU3753  NAD 83(1992)-  40 51 15.72563(N)    073 49 23.25141(W) AD(       ) 4
 KU3753  NAD 83(1986)-  40 51 15.72824(N)    073 49 23.24968(W) AD(       ) 4
 KU3753  NAD 27      -  40 51 15.36100(N)    073 49 24.76300(W) AD(       ) 3
 KU3753
 KU3753.Superseded values are not recommended for survey control.
 KU3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3753.See file dsdata.txt to determine how the superseded data were derived.
 KU3753
 KU3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9919623257(NAD 83)
 KU3753_MARKER: 70 = MONUMENT
 KU3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3753+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 KU3753
 KU3753  HISTORY     - Date     Condition        Report By
 KU3753  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3753  HISTORY     - 1934     GOOD             CGS
 KU3753  HISTORY     - 20010331 GOOD             NGS
 KU3753  HISTORY     - 20050420 GOOD             GEOCAC
 KU3753
 KU3753                          STATION DESCRIPTION
 KU3753
 KU3753'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3753'THE TALL MONUMENT, W OF EAST CHESTER BAY, IN THE PELHAM BAY PARK
 KU3753'SECTION OF THE BRONX ON THE SE CORNER OF EASTERN BOULEVARD AND BAY
 KU3753'CHESTER AVENUE, RISING CENTRALLY FROM A RECTANGULAR, WHITE MARBLE
 KU3753'BASE ON A GRASS PLOT BORDERED BY EVERGREEN SHRUBBERY.  IT IS A
 KU3753'WHITE-MARBLE COLUMN ERECTED IN 1932.
 KU3753'
 KU3753'THE STATION IS THE TOP-CENTER OF THE COLUMN, APPROXIMATELY 150
 KU3753'FEET ABOVE GROUND.
 KU3753
 KU3753                          STATION RECOVERY (1934)
 KU3753
 KU3753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3753'RECOVERED.
 KU3753
 KU3753                          STATION RECOVERY (2001)
 KU3753
 KU3753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KU3753'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KU3753
 KU3753                          STATION RECOVERY (2005)
 KU3753
 KU3753'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3753'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1169 ***********************************************************************
 KU1169  DESIGNATION -  BRONXVILLE
 KU1169  PID         -  KU1169
 KU1169  STATE/COUNTY-  NY/WESTCHESTER
 KU1169  USGS QUAD   -  MOUNT VERNON (1979)
 KU1169
 KU1169                         *CURRENT SURVEY CONTROL
 KU1169  ___________________________________________________________________
 KU1169* NAD 83(1986)-  40 56 32.     (N)    073 50 04.     (W)     SCALED    
 KU1169* NAVD 88     -        33.683  (meters)     110.51   (feet)  POSTED    
 KU1169  ___________________________________________________________________
 KU1169  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU1169  DYNAMIC HT  -          33.670 (meters)     110.47  (feet)  COMP
 KU1169  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 KU1169
 KU1169  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1169
 KU1169.The horizontal coordinates were scaled from a topographic map and have
 KU1169.an estimated accuracy of +/- 6 seconds.
 KU1169
 KU1169.The orthometric height was determined by differential leveling
 KU1169.and adjusted by the National Geodetic Survey in 1992..
 KU1169.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1169.rate of 1.1 thru 2.0 mm/km.
 KU1169
 KU1169.The geoid height was determined by GEOID03.
 KU1169
 KU1169.The dynamic height is computed by dividing the NAVD 88
 KU1169.geopotential number by the normal gravity value computed on the
 KU1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1169.degrees latitude (g = 980.6199 gals.).
 KU1169
 KU1169.The modeled gravity was interpolated from observed gravity values.
 KU1169
 KU1169;                    North         East    Units  Estimated Accuracy
 KU1169;SPC NY E     -   234,350.      206,040.      MT  (+/- 180 meters Scaled)
 KU1169
 KU1169                          SUPERSEDED SURVEY CONTROL
 KU1169
 KU1169  NGVD 29 (??/??/92)   34.004  (m)          111.56   (f) ADJ UNCH    2 0
 KU1169
 KU1169.Superseded values are not recommended for survey control.
 KU1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1169.See file dsdata.txt to determine how the superseded data were derived.
 KU1169
 KU1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL981329(NAD 83)
 KU1169_MARKER: DB = BENCH MARK DISK
 KU1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1169_SP_SET: RETAINING WALL
 KU1169_STAMPING: BRONXVILLE 1935
 KU1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1169
 KU1169  HISTORY     - Date     Condition        Report By
 KU1169  HISTORY     - 1935     MONUMENTED       CGS
 KU1169
 KU1169                          STATION DESCRIPTION
 KU1169
 KU1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KU1169'AT BRONXVILLE.
 KU1169'AT BRONXVILLE, WESTCHESTER COUNTY, ABOUT 100 YARDS NORTH OF THE
 KU1169'NEW YORK CENTRAL RAILROAD STATION, 5 FEET NORTH OF THE NORTHWEST
 KU1169'CORNER OF THE LAWRENCE MANAGEMENT BUILDING, IN THE TOP OF THE
 KU1169'SOUTH END OF A RETAINING WALL, 12 FEET EAST OF THE CENTER LINE
 KU1169'OF THE EAST TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A
 KU1169'STANDARD DISK, STAMPED BRONXVILLE 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3692 ***********************************************************************
 KU3692  DESIGNATION -  BRONXVILLE CHRIST CH EPIS
 KU3692  PID         -  KU3692
 KU3692  STATE/COUNTY-  NY/WESTCHESTER
 KU3692  USGS QUAD   -  MOUNT VERNON (1979)
 KU3692
 KU3692                         *CURRENT SURVEY CONTROL
 KU3692  ___________________________________________________________________
 KU3692* NAD 83(1996)-  40 56 34.47512(N)    073 50 02.38890(W)     ADJUSTED  
 KU3692* NAVD 88     -                                                        
 KU3692  ___________________________________________________________________
 KU3692  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KU3692  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU3692
 KU3692  HORZ ORDER  -  THIRD
 KU3692
 KU3692.The horizontal coordinates were established by classical geodetic methods
 KU3692.and adjusted by the National Geodetic Survey in January 1999..
 KU3692
 KU3692
 KU3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3692
 KU3692.The geoid height was determined by GEOID03.
 KU3692
 KU3692;                    North         East     Units Scale Factor Converg.
 KU3692;SPC NY E     -   234,421.717   206,077.187   MT  0.99993869   +0 26 11.2
 KU3692;SPC NY E     -   769,098.58    676,104.90   sFT  0.99993869   +0 26 11.2
 KU3692;SPC NY L     -    86,212.757   313,978.683   MT  0.99999621   +0 06 30.9
 KU3692;SPC NY L     -   282,849.69  1,030,111.73   sFT  0.99999621   +0 06 30.9
 KU3692;SPC NJ       -   234,421.717   206,077.187   MT  0.99993869   +0 26 11.2
 KU3692;SPC NJ       -   769,098.58    676,104.90   sFT  0.99993869   +0 26 11.2
 KU3692;UTM  18      - 4,533,074.029   598,148.180   MT  0.99971856   +0 45 50.9
 KU3692
 KU3692                          SUPERSEDED SURVEY CONTROL
 KU3692
 KU3692  NAD 83(1996)-  40 56 34.47597(N)    073 50 02.38942(W) AD(       ) 4
 KU3692  NAD 83(1992)-  40 56 34.47460(N)    073 50 02.39004(W) AD(       ) 4
 KU3692  NAD 83(1986)-  40 56 34.47731(N)    073 50 02.38869(W) AD(       ) 4
 KU3692  NAD 27      -  40 56 34.12131(N)    073 50 03.90623(W) AD(       ) 3
 KU3692
 KU3692.Superseded values are not recommended for survey control.
 KU3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3692.See file dsdata.txt to determine how the superseded data were derived.
 KU3692
 KU3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9814833074(NAD 83)
 KU3692_MARKER: 90 = CHURCH SPIRE
 KU3692
 KU3692  HISTORY     - Date     Condition        Report By
 KU3692  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU3692  HISTORY     - 1984     GOOD             USPSQD
 KU3692
 KU3692                          STATION DESCRIPTION
 KU3692
 KU3692'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3692'THE STATION IS THE BASE OF THE CROSS ATOP A VERY SLIM GREEN
 KU3692'COLORED SPIRE RISING FROM THE SOUTHWEST CORNER OF A GRAY STONE
 KU3692'BUILDING.  THE OVERALL HEIGHT IS ABOUT 135 FEET.
 KU3692'
 KU3692'IT IS LOCATED JUST NORTH OF THE INTERSECTION OF SAGAMORE AND
 KU3692'KENSINGTON ROADS IN BRONXVILLE.
 KU3692
 KU3692                          STATION RECOVERY (1984)
 KU3692
 KU3692'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 KU3692'STATION FOUND GOOD.
 KU3692'DESCRIPTION AS PREVIOUSLY REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1170 ***********************************************************************
 KU1170  DESIGNATION -  BRONXVILLE RESET 1971
 KU1170  PID         -  KU1170
 KU1170  STATE/COUNTY-  NY/WESTCHESTER
 KU1170  USGS QUAD   -  MOUNT VERNON (1979)
 KU1170
 KU1170                         *CURRENT SURVEY CONTROL
 KU1170  ___________________________________________________________________
 KU1170* NAD 83(1986)-  40 56 32.     (N)    073 50 04.     (W)     SCALED    
 KU1170* NAVD 88     -        33.60   (+/-2cm)     110.2    (feet)  VERTCON   
 KU1170  ___________________________________________________________________
 KU1170  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU1170
 KU1170  VERT ORDER  -  THIRD (See Below)
 KU1170
 KU1170.The horizontal coordinates were scaled from a topographic map and have
 KU1170.an estimated accuracy of +/- 6 seconds.
 KU1170
 KU1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU1170.The vertical order pertains to the NGVD 29 superseded value.
 KU1170
 KU1170.The geoid height was determined by GEOID03.
 KU1170
 KU1170;                    North         East    Units  Estimated Accuracy
 KU1170;SPC NY E     -   234,350.      206,040.      MT  (+/- 180 meters Scaled)
 KU1170
 KU1170                          SUPERSEDED SURVEY CONTROL
 KU1170
 KU1170  NGVD 29 (09/01/04)   33.92   (m)          111.3    (f) RESET       3  
 KU1170
 KU1170.Superseded values are not recommended for survey control.
 KU1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1170.See file dsdata.txt to determine how the superseded data were derived.
 KU1170
 KU1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL981329(NAD 83)
 KU1170_MARKER: DB = BENCH MARK DISK
 KU1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1170_SP_SET: FOUNDATION EXTENSION
 KU1170_STAMPING: BRONXVILLE RESET 1971
 KU1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1170
 KU1170  HISTORY     - Date     Condition        Report By
 KU1170  HISTORY     - 1971     MONUMENTED       NGS
 KU1170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1170
 KU1170                          STATION DESCRIPTION
 KU1170
 KU1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KU1170'AT BRONXVILLE.
 KU1170'ABOUT 150 YARDS NORTH OF THE NEW YORK CENTRAL RAILROAD STATION,
 KU1170'10.5 FEET EAST OF EAST RAIL OF THE NORTHBOUND TRACK, 35 FEET
 KU1170'SOUTH OF NORTHWEST CORNER OF THE BRAMATAN PARKING GARAGE, 116.8
 KU1170'FEET NORTH OF BRONXVILLE 1935, ABOUT 2-1/2 FEET HIGHER THAN THE
 KU1170'RAILROAD TRACKS, AND CEMENTED IN A DRILL HOLE IN THE MIDDLE OF
 KU1170'A 1.8-FOOT-WIDE, CONCRETE EXTENSION OF THE FOUNDATION ALONG WEST
 KU1170'SIDE OF THE GRAMATAN PARKING GARAGE.
 KU1170
 KU1170                          STATION RECOVERY (1989)
 KU1170
 KU1170'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 KU1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1047 ***********************************************************************
 PH1047  DESIGNATION -  BROOK
 PH1047  PID         -  PH1047
 PH1047  STATE/COUNTY-  NY/ST LAWRENCE
 PH1047  USGS QUAD   -  MORRISBURG (1964)
 PH1047
 PH1047                         *CURRENT SURVEY CONTROL
 PH1047  ___________________________________________________________________
 PH1047* NAD 83(1986)-  44 52 31.     (N)    075 10 35.     (W)     SCALED    
 PH1047* NAVD 88     -        75.472  (meters)     247.61   (feet)  ADJUSTED  
 PH1047  ___________________________________________________________________
 PH1047  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 PH1047  DYNAMIC HT  -          75.470 (meters)     247.60  (feet)  COMP
 PH1047  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 PH1047
 PH1047  VERT ORDER  -  FIRST     CLASS 0
 PH1047
 PH1047.The horizontal coordinates were scaled from a topographic map and have
 PH1047.an estimated accuracy of +/- 6 seconds.
 PH1047
 PH1047.The orthometric height was determined by differential leveling
 PH1047.and adjusted by the National Geodetic Survey in June 1991..
 PH1047
 PH1047.The geoid height was determined by GEOID03.
 PH1047
 PH1047.The dynamic height is computed by dividing the NAVD 88
 PH1047.geopotential number by the normal gravity value computed on the
 PH1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1047.degrees latitude (g = 980.6199 gals.).
 PH1047
 PH1047.The modeled gravity was interpolated from observed gravity values.
 PH1047
 PH1047;                    North         East    Units  Estimated Accuracy
 PH1047;SPC NY E     -   671,240.       96,560.      MT  (+/- 180 meters Scaled)
 PH1047
 PH1047                          SUPERSEDED SURVEY CONTROL
 PH1047
 PH1047  NGVD 29 (??/??/92)   75.60   (m)          248.0    (f) COMPUTED    1 0
 PH1047
 PH1047.Superseded values are not recommended for survey control.
 PH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1047.See file dsdata.txt to determine how the superseded data were derived.
 PH1047
 PH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ860691(NAD 83)
 PH1047_MARKER: Z = SEE DESCRIPTION
 PH1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1047_SP_SET: ROD
 PH1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1047
 PH1047  HISTORY     - Date     Condition        Report By
 PH1047  HISTORY     - UNK      MONUMENTED       USLS
 PH1047  HISTORY     - 1969     GOOD             USLS
 PH1047
 PH1047                          STATION DESCRIPTION
 PH1047
 PH1047'DESCRIBED BY US LAKE SURVEY 1969
 PH1047'1.55 MI NE FROM WADDINGTON.
 PH1047'IS IN ST. LAWRENCE COUNTY, NEW YORK, 1.55 MILES DOWNRIVER FROM
 PH1047'INTERSECTION OF HIGHWAYS 37 AND 345 IN WADDINGTON, ON SOUTH SIDE OF
 PH1047'HIGHWAY 37 AT CURVE JUST DOWNRIVER FROM LITTLE SUCKER BROOK, IN LINE
 PH1047'BETWEEN DOWNRIVER END OF A GUARD RAIL AND UTILITY POLE NO. 41 ON THE
 PH1047'SOUTH SIDE OF THE HIGHWAY ON THE SLOPE OF THE ROAD FILL, 57.6 FEET
 PH1047'NORTHEASTERLY OF THE POLE, 35.0 FEET SOUTH OF CENTERLINE OF 37, 13.9
 PH1047'FEET SOUTHWESTERLY OF THE END POST OF GUARD RAIL, JUST BELOW THE
 PH1047'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1 INCH DIAMETER IRON
 PH1047'ROD, 10 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2929 ***********************************************************************
 KU2929  DESIGNATION -  BROOK
 KU2929  PID         -  KU2929
 KU2929  STATE/COUNTY-  NY/NASSAU
 KU2929  USGS QUAD   -  HICKSVILLE (1979)
 KU2929
 KU2929                         *CURRENT SURVEY CONTROL
 KU2929  ___________________________________________________________________
 KU2929* NAD 83(1996)-  40 49 36.70655(N)    073 34 59.71329(W)     ADJUSTED  
 KU2929* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 KU2929  ___________________________________________________________________
 KU2929  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KU2929  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU2929
 KU2929  HORZ ORDER  -  FIRST
 KU2929
 KU2929.The horizontal coordinates were established by classical geodetic methods
 KU2929.and adjusted by the National Geodetic Survey in January 1999..
 KU2929
 KU2929.The orthometric height was scaled from a topographic map.
 KU2929
 KU2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2929
 KU2929.The geoid height was determined by GEOID03.
 KU2929
 KU2929;                    North         East     Units Scale Factor Converg.
 KU2929;SPC NY L     -    73,396.001   335,154.310   MT  0.99999498   +0 16 21.3
 KU2929;SPC NY L     -   240,800.05  1,099,585.43   sFT  0.99999498   +0 16 21.3
 KU2929;UTM  18      - 4,520,503.215   619,463.570   MT  0.99977566   +0 55 34.8
 KU2929
 KU2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2929!SPC NY L     -   0.99999724  x   0.99999498  =   0.99999222
 KU2929!UTM  18      -   0.99999724  x   0.99977566  =   0.99977290
 KU2929
 KU2929|---------------------------------------------------------------------|
 KU2929| PID    Reference Object                     Distance      Geod. Az  |
 KU2929|                                                           dddmmss.s |
 KU2929| AI7730 BROOK RM 1                           21.252 METERS 05810     |
 KU2929| AI7732 BROOK AZ MK                                        2455204.2 |
 KU2929| AI7731 BROOK RM 2                           17.658 METERS 27822     |
 KU2929|---------------------------------------------------------------------|
 KU2929
 KU2929                          SUPERSEDED SURVEY CONTROL
 KU2929
 KU2929  NAD 83(1996)-  40 49 36.70904(N)    073 34 59.71240(W) AD(       ) 1
 KU2929  NAD 83(1992)-  40 49 36.70861(N)    073 34 59.71208(W) AD(       ) 1
 KU2929  NAD 83(1986)-  40 49 36.70958(N)    073 34 59.71356(W) AD(       ) 1
 KU2929  NAD 27      -  40 49 36.35266(N)    073 35 01.25976(W) AD(       ) 1
 KU2929
 KU2929.Superseded values are not recommended for survey control.
 KU2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2929.See file dsdata.txt to determine how the superseded data were derived.
 KU2929
 KU2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1946420503(NAD 83)
 KU2929_MARKER: DS = TRIANGULATION STATION DISK
 KU2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2929_STAMPING: BROOK 1966
 KU2929_MARK LOGO: CGS   
 KU2929_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2929+STABILITY: SURFACE MOTION
 KU2929
 KU2929  HISTORY     - Date     Condition        Report By
 KU2929  HISTORY     - 1966     MONUMENTED       CGS
 KU2929  HISTORY     - 19820902 GOOD             NGS
 KU2929  HISTORY     - 19920902 GOOD             USPSQD
 KU2929
 KU2929                          STATION DESCRIPTION
 KU2929
 KU2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2929'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF
 KU2929'GLEN COVE, 2-1/2 MILES NORTHEAST OF GREENVALE, 1-1/2 MILES
 KU2929'NORTHWEST OF BROOKVILLE, ON THE NORTH SIDE OF NORTH HEMPSTEAD
 KU2929'TURNPIKE (STATE HIGHWAY 25A) AND ON PROPERTY OF MR. FRED
 KU2929'FILSKY.
 KU2929'
 KU2929'TO REACH THE STATION FROM THE INTERSECTION OF GLEN COVE
 KU2929'ROAD AND NORTH HEMPSTEAD TURNPIKE IN GREENVALE, GO
 KU2929'EAST-NORTHEAST ON NORTH HEMPSTEAD TURNPIKE (NORTHERN
 KU2929'BLVD. AND STATE HIGHWAY 25A) FOR 2.3 MILES TO THE AZIMUTH
 KU2929'MARK ON THE LEFT.  CONTINUE EAST-NORTHEAST ON HIGHWAY 25A
 KU2929'FOR 0.05 MILE TO CEDAR SWAMP ROAD.  CONTINUE EAST-NORTHEAST
 KU2929'ON HIGHWAY 25A FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT AND A
 KU2929'WHITE FARMHOUSE.  TURN LEFT ON DRIVEWAY FOR ABOUT 20 FEET TO A
 KU2929'TRACK ROAD LEFT.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR
 KU2929'ABOUT 100 FEET TO THE STATION ON THE LEFT.
 KU2929'
 KU2929'THE STATION MARK IS A STANDARD DISK STAMPED BROOK 1966,
 KU2929'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU2929'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 KU2929'100 FEET EAST-SOUTHEAST OF A RAIL FENCE CORNER, 41 FEET
 KU2929'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 25A, 23 FEET
 KU2929'SOUTH OF A RAIL FENCE, 11 FEET SOUTH OF THE CENTER OF A
 KU2929'TRACK ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 KU2929'
 KU2929'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROOK NO 1
 KU2929'1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU2929'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KU2929'GROUND.  IT IS 69 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 KU2929'68.3 FEET WEST OF THE CENTER OF A DRIVEWAY, 46.7 FEET WEST
 KU2929'OF A RAIL FENCE CORNER, 11 FEET NORTH OF THE CENTER OF THE
 KU2929'TRACK ROAD AND 1.2 FEET SOUTH OF THE RAIL FENCE.
 KU2929'
 KU2929'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROOK NO 2 1966,
 KU2929'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU2929'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 KU2929'IS 57.5 FEET WEST-NORTHWEST OF THE METAL WITNESS POST, 11.6
 KU2929'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 43.8 FEET EAST
 KU2929'OF THE RAIL FENCE CORNER AND 1 FOOT SOUTH OF THE RAIL FENCE.
 KU2929'
 KU2929'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROOK 1966,
 KU2929'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU2929'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 128
 KU2929'FEET WEST-SOUTHWEST OF THE CENTER OF CEDAR SWAMP ROAD, 7.6
 KU2929'FEET SOUTH OF A RAIL FENCE, 37.4 FEET NORTH OF THE CENTER OF
 KU2929'STATE HIGHWAY 25A, 33.9 FEET EAST-NORTHEAST OF POWER LINE
 KU2929'POLE NO. 155 AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST.
 KU2929'
 KU2929'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU2929
 KU2929                          STATION RECOVERY (1982)
 KU2929
 KU2929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KU2929'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU2929'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT WAS
 KU2929'PROBABLY DESTROYED BY ROAD CONSTRUCTION.  AZIMUTH MARK 2 WAS
 KU2929'ESTABLISHED AT THIS TIME.  THE DIRECTIONS TO THE REFERENCE MARKS
 KU2929'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT A SHORTER
 KU2929'DISTANCE OF 0.05 FOOT (1.52 CM) WAS NOTED TO REFERENCE MARK 2, ALSO A
 KU2929'SHORTER DISTANCE OF 0.05 FOOT (1.52 CM) WAS NOTED FROM REFERENCE MARK
 KU2929'1 TO 2.  THE STATION MARK IS NORTH OF THE HIGHWAY AND NOT SOUTH AS
 KU2929'NOTED BEFORE AND REFERENCE MARK 2 IS NORTH OF THE TRACK ROAD AND NOT
 KU2929'SOUTH AS NOTED BEFORE.  A NEW DESCRIPTION FOLLOWS.
 KU2929'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTHEAST OF GLEN COVE,
 KU2929'4.0 KM (2.50 MI) NORTHEAST OF GREENVALE, 2.4 KM (1.50 MI) NORTHWEST OF
 KU2929'BROOKVILLE AND ON A CUT-BANK ON THE NORTH SIDE OF STATE HIGHWAY 25A.
 KU2929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25A, NORTH
 KU2929'HEMPSTEAD TURNPIKE AND 107, CEDAR SWAMP ROAD, ABOUT 1.6 KM (1.00 MI)
 KU2929'NORTHWEST OF BROOKVILLE, GO EAST ON HIGHWAY 25A FOR 0.5 KM (0.30 MI)
 KU2929'TO A DRIVEWAY ON THE LEFT LEADING TO A FARM HOUSE.  TURN LEFT AND GO
 KU2929'NORTH ON THE DRIVEWAY FOR ABOUT 20 FEET (6.1 M) TO A DIRT TRACK ROAD
 KU2929'ON THE LEFT.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR ABOUT 130
 KU2929'FEET (39.6 M) TO THE STATION ON THE LEFT.
 KU2929'THE STATION IS A STANDARD CGS DISK STAMPED--BROOK 1966--, SET INTO THE
 KU2929'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER
 KU2929'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 12.5 METERS
 KU2929'(41.0 FT) NORTH FROM THE CENTER OF HIGHWAY 25A.  4.6 METERS (15.1 FT)
 KU2929'SOUTH FROM THE CENTER OF A DIRT TRACK ROAD.  4.1 METERS (13.5 FT) WEST
 KU2929'FROM A 14-INCH OAK TREE AND 0.5 METER (1.6 FT) SOUTH FROM A METAL
 KU2929'WITNESS POST.
 KU2929'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BROOK NO 1 1966--,
 KU2929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KU2929'DIAMETER, FLUSH WITH GROUND.  LOCATED 20.4 METERS (66.9 FT) WEST FROM
 KU2929'THE CENTER OF A DRIVEWAY.  14.3 METERS (46.9 FT) WEST FROM THE
 KU2929'SOUTHEAST CORNER OF A RAIL FENCE.  2.7 METERS (8.9 FT) NORTH FROM THE
 KU2929'CENTER OF DIRT TRACK ROAD.  0.3 MT SOUTH FROM THE RAIL FENCE AND 0.3
 KU2929'MT LOWER THAN THE STATION.
 KU2929'REFERENCE MARK NO 2 IS A STANDARD NGS DISKSTAMPED--BROOK NO 2 1966--,
 KU2929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KU2929'DIAMETER, FLUSH WITH GROUND.  LOCATED 13.4 METERS (44.0 FT) EAST FROM
 KU2929'THE SOUTHWEST CORNER OF A RAIL FENCE.  8.5 METERS (27.9 FT) NORTHWEST
 KU2929'FROM A 14-INCH OAK TREE.  2.7 METERS (8.9 FT) NORTH FROM THE CENTER OF
 KU2929'THE DIRT TRACK ROAD.  0.3 METER (1.0 FT) SOUTH FROM THE RAIL FENCE 0.6
 KU2929'METER (2.0 FT) LOWER THAN THE STATION.
 KU2929'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--BROOK 1966 NO 2
 KU2929'1982--, CEMENTED IN A DRILL HOLE IN THE ROUNDED SECTION OF THE
 KU2929'CONCRETE CURB ON THE WEST SIDE OF CEDAR SWAMP ROAD AND THE NORTH SIDE
 KU2929'OF HIGHWAY 25A.  IT IS 16.8 METERS (55.1 FT) NORTH-NORTHWEST OF THE
 KU2929'CENTER OF HIGHWAY 25A, 15.8 METERS (51.8 FT) WEST-SOUTHWEST OF THE
 KU2929'CENTER OF HIGHWAY 107, 11.4 METERS (37.4 FT) EAST-NORTHEAST OF
 KU2929'POWERLINE POLE NUMBER 155 AND 9.8 METERS (32.2 FT) SOUTH OF A FIRE
 KU2929'HYDRANT.  THE STATION IS LOCATED ABOUT 1.0 MI) NORTHWEST OF BROOKVILLE
 KU2929'AND AT THE NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 25A,
 KU2929'NORTH HEMPSTEAD TURNPIKE AND 107, CEDAR SWAMP ROAD.
 KU2929
 KU2929                          STATION RECOVERY (1992)
 KU2929
 KU2929'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2334 ***********************************************************************
 KU2334  DESIGNATION -  BROOK 1931
 KU2334  PID         -  KU2334
 KU2334  STATE/COUNTY-  NY/SUFFOLK
 KU2334  USGS QUAD   -  SAINT JAMES (1979)
 KU2334
 KU2334                         *CURRENT SURVEY CONTROL
 KU2334  ___________________________________________________________________
 KU2334* NAD 83(1996)-  40 55 24.24797(N)    073 07 47.90207(W)     ADJUSTED  
 KU2334* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 KU2334  ___________________________________________________________________
 KU2334  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KU2334  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KU2334
 KU2334  HORZ ORDER  -  SECOND
 KU2334
 KU2334.The horizontal coordinates were established by classical geodetic methods
 KU2334.and adjusted by the National Geodetic Survey in January 1999..
 KU2334
 KU2334.The orthometric height was scaled from a topographic map.
 KU2334
 KU2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2334
 KU2334.The geoid height was determined by GEOID03.
 KU2334
 KU2334;                    North         East     Units Scale Factor Converg.
 KU2334;SPC NY L     -    84,397.088   373,283.058   MT  0.99999572   +0 34 08.6
 KU2334;SPC NY L     -   276,892.78  1,224,679.50   sFT  0.99999572   +0 34 08.6
 KU2334;UTM  18      - 4,531,937.555   657,458.104   MT  0.99990516   +1 13 30.8
 KU2334
 KU2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2334!SPC NY L     -   0.99999794  x   0.99999572  =   0.99999366
 KU2334!UTM  18      -   0.99999794  x   0.99990516  =   0.99990310
 KU2334
 KU2334:                Primary Azimuth Mark                     Grid Az
 KU2334:SPC NY L     -  OLD FIELD POINT LIGHT NEW                008 49 20.7
 KU2334:UTM  18      -  OLD FIELD POINT LIGHT NEW                008 09 58.5
 KU2334
 KU2334|---------------------------------------------------------------------|
 KU2334| PID    Reference Object                     Distance      Geod. Az  |
 KU2334|                                                           dddmmss.s |
 KU2334| KU2249 OLD FIELD POINT LIGHT NEW           APPROX. 6.0 KM 0092329.3 |
 KU2334| KU2214 SETAUKET CAROLINE EPIS CHURCH       APPROX. 3.0 KM 0295450.2 |
 KU2334| KU2215 POLE                                APPROX. 3.0 KM 0312143.1 |
 KU2334| KU2216 SETAUKET PRESB CHURCH SPIRE         APPROX. 3.0 KM 0323025.0 |
 KU2334| KU2218 EAST SETAUKET CATH CH SPIRE         APPROX. 2.9 KM 0395109.9 |
 KU2334| KU2219 SETAUKET METH CHURCH SPIRE          APPROX. 2.8 KM 0443839.3 |
 KU2334| KU2191 TOWER                               APPROX. 6.7 KM 0622246.2 |
 KU2334| KU2246 PORT JEFFERSON ST CHARLES HOSP      APPROX. 6.4 KM 0684156.8 |
 KU2334| KU2244 CEMETERY HILL RESET                 APPROX. 5.8 KM 0760702.5 |
 KU2334| KU2211 STONY BROOK WOODEN TANK             APPROX. 1.3 KM 0920042.5 |
 KU2334| KU2337 CHAPEL                               50.765 METERS 18543     |
 KU2334| KU2304 SMITHTOWN STANDPIPE                 APPROX. 8.1 KM 2125442.3 |
 KU2334| KU2330 STONY BROOK METH CHURCH SPIRE       APPROX. 1.1 KM 2752836.3 |
 KU2334| KU2333 STONY BROOK SCHOOL TOWER CLOCK      164.611 METERS 29953     |
 KU2334|---------------------------------------------------------------------|
 KU2334
 KU2334                          SUPERSEDED SURVEY CONTROL
 KU2334
 KU2334  NAD 83(1996)-  40 55 24.24979(N)    073 07 47.90174(W) AD(       ) 2
 KU2334  NAD 83(1992)-  40 55 24.24861(N)    073 07 47.90099(W) AD(       ) 2
 KU2334  NAD 83(1986)-  40 55 24.25164(N)    073 07 47.90349(W) AD(       ) 2
 KU2334  NAD 27      -  40 55 23.90747(N)    073 07 49.49854(W) AD(       ) 2
 KU2334
 KU2334.Superseded values are not recommended for survey control.
 KU2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2334.See file dsdata.txt to determine how the superseded data were derived.
 KU2334
 KU2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5745831938(NAD 83)
 KU2334_MARKER: 53 = ELEVATED TANK
 KU2334
 KU2334  HISTORY     - Date     Condition        Report By
 KU2334  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2334  HISTORY     - 1939     GOOD             CGS
 KU2334  HISTORY     - 1951     GOOD             CGS
 KU2334  HISTORY     - 1966     GOOD             CGS
 KU2334  HISTORY     - 1967     GOOD             CGS
 KU2334  HISTORY     - 1984     POOR             USCG
 KU2334  HISTORY     - 19940924 MARK NOT FOUND   USPSQD
 KU2334
 KU2334                          STATION DESCRIPTION
 KU2334
 KU2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 KU2334'STATION IS THE CENTER OF THE 110-FOOT STEEL WATER TANK ON THE
 KU2334'GROUNDS OF THE STONY BROOK BOYS PREPARATORY SCHOOL, AT STONY
 KU2334'BROOK STATION.
 KU2334'
 KU2334'AN OBSERVING STAND WAS ERECTED ON TOP THE TANK.
 KU2334'
 KU2334'NO REFERENCE MARKS WERE SET AS THE TANK IS SUPPORTED ON CONCRETE
 KU2334'PIERS SYMMETRICALLY PLACED WHICH WOULD SERVE FOR REFERENCE MARKS
 KU2334'IN CASE OF THE UNLIKELY REMOVAL OF THE TANK.
 KU2334
 KU2334                          STATION RECOVERY (1939)
 KU2334
 KU2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2334'STATION FOUND AS DESCRIBED.  STATION IS THE CENTER OF THE
 KU2334'110-FOOT STEEL ELEVATED TANK ON THE GROUNDS OF STONY BROOK
 KU2334'SCHOOL AT STONY BROOK STATION.  A SMALL TEMPORARY OBSERVING
 KU2334'STAND WAS ERECTED ON THE CENTER OF TOP OF TANK.
 KU2334
 KU2334                          STATION RECOVERY (1951)
 KU2334
 KU2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2334'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 KU2334
 KU2334                          STATION RECOVERY (1966)
 KU2334
 KU2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU2334'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 KU2334'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--IT IS 4
 KU2334'LEGGED AND GRAY IN COLOR.  TANK IS 103.0 FEET HIGH.
 KU2334'
 KU2334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2334'AT STONY BROOK STATION.
 KU2334
 KU2334                          STATION RECOVERY (1967)
 KU2334
 KU2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2334'THE STATION WAS RECOVERED AS DESCRIBED, HOWEVER, IT COULD NOT BE
 KU2334'OCCUPIED.  THE LADDER FROM THE CATWALK OF THE WATER TANK TO THE
 KU2334'ROOF OF THE TANK HAS BEEN REMOVED.
 KU2334'
 KU2334'BROOK 2 1967 WAS ESTABLISHED AND A 90 FOOT BILBY TOWER WAS
 KU2334'ERECTED OVER IT.
 KU2334'
 KU2334'A SHORT BASE WAS MEASURED BETWEEN BROOK 2 AND BROOK 2
 KU2334'R.M. 1.  REFERENCE MARK 1 WAS OCCUPIED AND THE ANGLE BETWEEN
 KU2334'BROOK 2 AND THE FINIAL (BROOK 1931) OF THE WATER TANK WAS
 KU2334'MEASURED.  COMPUTED DISTANCE BROOK 1931 TO BROOK 2 IS 23.659
 KU2334'METERS.
 KU2334
 KU2334                          STATION RECOVERY (1984)
 KU2334
 KU2334'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2334'STATION FOUND POOR.
 KU2334'
 KU2334'WATER TANK AND 4 LEGS ARE RUSTING BADLY.  LADDER ON S.E. LEG HAS
 KU2334'BEEN REMOVED.  NOTE--TITLE OF THE SCHOOL HAS CHANGED.  IT IS NO
 KU2334'LONGER STONY BROOK BOYS PREPARATORY SCHOOL, IT IS NOW CO-ED.
 KU2334
 KU2334                          STATION RECOVERY (1994)
 KU2334
 KU2334'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2343 ***********************************************************************
 KU2343  DESIGNATION -  BROOK 1933
 KU2343  PID         -  KU2343
 KU2343  STATE/COUNTY-  NY/SUFFOLK
 KU2343  USGS QUAD   -  SAYVILLE (1976)
 KU2343
 KU2343                         *CURRENT SURVEY CONTROL
 KU2343  ___________________________________________________________________
 KU2343* NAD 83(1996)-  40 43 43.70133(N)    073 03 06.34312(W)     ADJUSTED  
 KU2343* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2343  ___________________________________________________________________
 KU2343  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 KU2343  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU2343
 KU2343  HORZ ORDER  -  SECOND
 KU2343
 KU2343.The horizontal coordinates were established by classical geodetic methods
 KU2343.and adjusted by the National Geodetic Survey in January 1999..
 KU2343
 KU2343.The orthometric height was scaled from a topographic map.
 KU2343
 KU2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2343
 KU2343.The geoid height was determined by GEOID03.
 KU2343
 KU2343;                    North         East     Units Scale Factor Converg.
 KU2343;SPC NY L     -    62,856.799   380,104.491   MT  0.99999713   +0 37 12.8
 KU2343;SPC NY L     -   206,222.68  1,247,059.48   sFT  0.99999713   +0 37 12.8
 KU2343;UTM  18      - 4,510,478.136   664,524.316   MT  0.99993318   +1 16 17.3
 KU2343
 KU2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2343!SPC NY L     -   1.00000497  x   0.99999713  =   1.00000210
 KU2343!UTM  18      -   1.00000497  x   0.99993318  =   0.99993815
 KU2343
 KU2343:                Primary Azimuth Mark                     Grid Az
 KU2343:SPC NY L     -  BLUE POINT 2                             084 23 43.0
 KU2343:UTM  18      -  BLUE POINT 2                             083 44 38.5
 KU2343
 KU2343|---------------------------------------------------------------------|
 KU2343| PID    Reference Object                     Distance      Geod. Az  |
 KU2343|                                                           dddmmss.s |
 KU2343| KU2351 BLUE POINT 2                        APPROX. 1.4 KM 0850055.8 |
 KU2343|---------------------------------------------------------------------|
 KU2343
 KU2343                          SUPERSEDED SURVEY CONTROL
 KU2343
 KU2343  NAD 83(1996)-  40 43 43.70359(N)    073 03 06.34341(W) AD(       ) 2
 KU2343  NAD 83(1992)-  40 43 43.70251(N)    073 03 06.34314(W) AD(       ) 2
 KU2343  NAD 83(1986)-  40 43 43.70597(N)    073 03 06.34412(W) AD(       ) 2
 KU2343  NAD 27      -  40 43 43.33800(N)    073 03 07.96300(W) AD(       ) 2
 KU2343
 KU2343.Superseded values are not recommended for survey control.
 KU2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2343.See file dsdata.txt to determine how the superseded data were derived.
 KU2343
 KU2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6452410478(NAD 83)
 KU2343_MARKER: V = STONE MONUMENT
 KU2343_SETTING: 0 = UNSPECIFIED SETTING
 KU2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2343
 KU2343  HISTORY     - Date     Condition        Report By
 KU2343  HISTORY     - 1933     MONUMENTED       CGS
 KU2343  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2343  HISTORY     - 1958     SEE DESCRIPTION  LOCSUR
 KU2343  HISTORY     - 19941018 MARK NOT FOUND   USPSQD
 KU2343
 KU2343                          STATION DESCRIPTION
 KU2343
 KU2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2343'THE STATION IS LOCATED ON THE N SHORE OF GREAT SOUTH BAY, S OF
 KU2343'BAYPORT, ABOUT 200 METERS E OF A DREDGED CHANNEL AT HAWKINS POINT
 KU2343'JUST W OF THE ROAD BORDERING THE ESTATE OF W.K. POST.  THE CHANNEL
 KU2343'IS KNOWN LOCALLY AS POSTS CANAL.  IT IS THE CENTER OF A SQUARE
 KU2343'DRESSED GRANITE PROPERTY MONUMENT 8 INCHES SQUARE WITH A
 KU2343'PYRAMIDAL TOP, LOCATED BETWEEN HIGH AND LOW WATER, PROJECTING
 KU2343'ABOUT 1/2 METER ABOVE GROUND.
 KU2343
 KU2343                          STATION RECOVERY (1951)
 KU2343
 KU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2343'THIS STATION IS LOST.  A THOROUGH SEARCH WAS MADE.  MR. POST
 KU2343'STATES THAT HIS PROPERTY HAS RECEDED 90 FEET IN THE PAST FOUR YEARS.
 KU2343
 KU2343                          STATION RECOVERY (1958)
 KU2343
 KU2343'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 KU2343'ORIGINAL DESCRIPTION ADEQUATE.  STATION UNDERMINED BY EROSION OF
 KU2343'THE SHORE AND FOUND LYING DOWN SOME DISTANCE BELOW LOW
 KU2343'WATER.  STATION RESET AS SHOWN ON SKETCH BELOW BY NORTON
 KU2343'BROTHERS - ENGINEERS AND SURVEYORS OF PATCHOQUE AND SAYVILLE,
 KU2343'N.Y. FOR THE TRUSTEES OF THE FREEHOLDERS AND COMMONALITY OF THE
 KU2343'TOWN OF BROOKHAVEN.
 KU2343
 KU2343                          STATION RECOVERY (1994)
 KU2343
 KU2343'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2336 ***********************************************************************
 KU2336  DESIGNATION -  BROOK 2
 KU2336  PID         -  KU2336
 KU2336  STATE/COUNTY-  NY/SUFFOLK
 KU2336  USGS QUAD   -  SAINT JAMES (1979)
 KU2336
 KU2336                         *CURRENT SURVEY CONTROL
 KU2336  ___________________________________________________________________
 KU2336* NAD 83(1996)-  40 55 23.56797(N)    073 07 48.36926(W)     ADJUSTED  
 KU2336* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 KU2336  ___________________________________________________________________
 KU2336  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KU2336  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KU2336
 KU2336  HORZ ORDER  -  FIRST
 KU2336
 KU2336.The horizontal coordinates were established by classical geodetic methods
 KU2336.and adjusted by the National Geodetic Survey in January 1999..
 KU2336
 KU2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2336
 KU2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2336
 KU2336.The geoid height was determined by GEOID03.
 KU2336
 KU2336;                    North         East     Units Scale Factor Converg.
 KU2336;SPC NY L     -    84,376.004   373,272.336   MT  0.99999571   +0 34 08.3
 KU2336;SPC NY L     -   276,823.61  1,224,644.32   sFT  0.99999571   +0 34 08.3
 KU2336;UTM  18      - 4,531,916.351   657,447.625   MT  0.99990512   +1 13 30.4
 KU2336
 KU2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2336!SPC NY L     -   0.99999798  x   0.99999571  =   0.99999369
 KU2336!UTM  18      -   0.99999798  x   0.99990512  =   0.99990310
 KU2336
 KU2336:                Primary Azimuth Mark                     Grid Az
 KU2336:SPC NY L     -  OLD FIELD POINT BEACON                   008 40 06.0
 KU2336:UTM  18      -  OLD FIELD POINT BEACON                   008 00 43.9
 KU2336
 KU2336|---------------------------------------------------------------------|
 KU2336| PID    Reference Object                     Distance      Geod. Az  |
 KU2336|                                                           dddmmss.s |
 KU2336| KU2184 OLD FIELD POINT BEACON              APPROX. 6.1 KM 0091414.3 |
 KU2336| KU2334 BROOK 1931                           23.654 METERS 02731     |
 KU2336| KU2189 PORT JEFFERSON LILCO SW STACK       APPROX. 5.2 KM 0552036.4 |
 KU2336| KU2245 PORT JEFFERSON ST CHARLES HOSP      APPROX. 6.4 KM 0660043.7 |
 KU2336| KU2221 E SETAUKET FLAGPOLE CO FLAG         APPROX. 3.0 KM 0720210.3 |
 KU2336| KU2194 PORT JEFFERSON WATER AUT SPIPE      APPROX. 6.7 KM 0720646.8 |
 KU2336| KU2244 CEMETERY HILL RESET                 APPROX. 5.8 KM 0755633.5 |
 KU2336| KU2199 TERRYVILLE CO WATER AUTH TANK       APPROX. 6.9 KM 0974513.4 |
 KU2336| CB6649 BROOK 2 RM 1                         37.225 METERS 12947     |
 KU2336| KU2212 S SETAUKET CO WATER AUTH SPIPE      APPROX. 2.5 KM 1441807.7 |
 KU2336| CB6650 BROOK 2 RM 2                         24.183 METERS 20618     |
 KU2336|---------------------------------------------------------------------|
 KU2336
 KU2336                          SUPERSEDED SURVEY CONTROL
 KU2336
 KU2336  NAD 83(1996)-  40 55 23.56976(N)    073 07 48.36896(W) AD(       ) 1
 KU2336  NAD 83(1992)-  40 55 23.56855(N)    073 07 48.36822(W) AD(       ) 1
 KU2336  NAD 83(1986)-  40 55 23.57153(N)    073 07 48.37076(W) AD(       ) 1
 KU2336  NAD 27      -  40 55 23.22732(N)    073 07 49.96581(W) AD(       ) 1
 KU2336  NGVD 29 (07/19/86)   43.8    (m)          144.     (f) VERT ANG       
 KU2336
 KU2336.Superseded values are not recommended for survey control.
 KU2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2336.See file dsdata.txt to determine how the superseded data were derived.
 KU2336
 KU2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5744831916(NAD 83)
 KU2336_MARKER: DS = TRIANGULATION STATION DISK
 KU2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2336+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 KU2336
 KU2336  HISTORY     - Date     Condition        Report By
 KU2336  HISTORY     - 1967     MONUMENTED       CGS
 KU2336  HISTORY     - 1984     MARK NOT FOUND   USCG
 KU2336  HISTORY     - 19940924 GOOD             USPSQD
 KU2336  HISTORY     - 20001116 GOOD             LOCSUR
 KU2336
 KU2336                          STATION DESCRIPTION
 KU2336
 KU2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2336'THE STATION IS LOCATED 1/2 MILE EAST OF STONY BROOK, 0.2 MILE
 KU2336'NORTHWEST OF THE RAILROAD STATION IN STONY BROOK STATION AND ON
 KU2336'THE GROUNDS OF THE STONY BROOK BOYS PREPARATORY SCHOOL.
 KU2336'
 KU2336'TO REACH THE STATION FROM THE MAIN ENTRANCE INTO THE STONY BROOK
 KU2336'BOYS PREPARATORY SCHOOL WHICH IS OPPOSITE THE RAILROAD STATION IN
 KU2336'STONY BROOK STATION, GO NORTHWEST ON A PAVED ROAD FOR 0.15 MILE TO
 KU2336'A T-ROAD.  TURN RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR 0.05
 KU2336'MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE
 KU2336'DRIVEWAY (ALONG NORTHEAST SIDE OF A LARGE BRICK BUILDING) FOR
 KU2336'ABOUT 100 YARDS TO A SMALL CLEARING AND THE STATION.
 KU2336'
 KU2336'THE STATION MARK IS A STANDARD DISK STAMPED BROOK 2 1967, SET
 KU2336'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2336'FLUSH WITH THE GROUND SURFACE.  IT IS 77.2 FEET SOUTHEAST OF THE
 KU2336'RISER OF THE WATER TANK, 52.7 FEET NORTHWEST OF THE NORTHWEST
 KU2336'CORNER OF THE BRICK CHAPEL AND 47.6 FEET EAST OF THE NORTHEAST
 KU2336'CORNER OF THE CONCRETE PORCH FOUNDATION WHICH IS ATTACHED TO A
 KU2336'LARGE BRICK BUILDING.
 KU2336'
 KU2336'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROOK 2 NO 1 1967,
 KU2336'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2336'FLUSH WITH THE GROUND.  IT IS 71.1 FEET EAST-NORTHEAST OF THE
 KU2336'SOUTHEAST CORNER OF THE BRICK CHAPEL, 36.3 FEET SOUTHEAST OF THE
 KU2336'NORTHEAST CORNER OF THE CHAPEL AND 21.3 FEET WEST-SOUTHWEST OF
 KU2336'POWER POLE NUMBER 6 WHICH HAS A TRANSFORMER ATTACHED AT THE TOP.
 KU2336'
 KU2336'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROOK 2 NO 2 1967,
 KU2336'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2336'FLUSH WITH THE GROUND.  IT IS 42.7 FEET NORTHWEST OF THE SOUTHWEST
 KU2336'CORNER OF THE BRICK CHAPEL, 41.1 FEET SOUTH OF THE CENTER OF THE
 KU2336'CONCRETE STEPS LEADING UP TO THE PORCH, 38.7 FEET SOUTHEAST OF
 KU2336'THE SOUTHEAST CORNER OF THE PORCH AND 4.3 FEET WEST OF THE
 KU2336'SOUTHWEST EDGE OF A CONCRETE SIDEWALK.
 KU2336'
 KU2336'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 KU2336
 KU2336                          STATION RECOVERY (1984)
 KU2336
 KU2336'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2336'UNABLE TO LOCATE ANY SURFACE MARKERS.
 KU2336'
 KU2336'STATION MARK BROOK 2 1967.  REFERENCE MARK 1 AND REFERENCE MARK 2
 KU2336'COULD NOT BE LOCATED BY THIS OBSERVER.  ALL WERE SURFACE MOUNTED.
 KU2336'IT APPEARS THAT THE GROUND LEVEL IN THIS AREA HAS BEEN RAISED BY
 KU2336'THE ADDITION OF TOP SOIL MAKING IT A PARK LIKE AREA.  THE BUILDING
 KU2336'REFERENCED ARE STILL ON LOCATION.  POWER POLE IS NOW NYT NO.
 KU2336'8, WHICH STILL HAS A TRANSFORMER ATTACHED ON TOP.  BELIEVE ALL
 KU2336'MARKERS HAVE BEEN BURIED WITH NO ATTEMPT TO PROTECT.
 KU2336
 KU2336                          STATION RECOVERY (1994)
 KU2336
 KU2336'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2336'RECOVERED IN GOOD CONDITION.
 KU2336
 KU2336                          STATION RECOVERY (2000)
 KU2336
 KU2336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (FPF)
 KU2336'ORIGINAL DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2140 ***********************************************************************
 NA2140  DESIGNATION -  BROOKFIELD
 NA2140  PID         -  NA2140
 NA2140  STATE/COUNTY-  NY/MADISON
 NA2140  USGS QUAD   -  BROOKFIELD (1943)
 NA2140
 NA2140                         *CURRENT SURVEY CONTROL
 NA2140  ___________________________________________________________________
 NA2140* NAD 83(1996)-  42 48 46.23913(N)    075 18 04.16413(W)     ADJUSTED  
 NA2140* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 NA2140  ___________________________________________________________________
 NA2140  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 NA2140  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 NA2140
 NA2140  HORZ ORDER  -  SECOND
 NA2140
 NA2140.The horizontal coordinates were established by classical geodetic methods
 NA2140.and adjusted by the National Geodetic Survey in January 1999..
 NA2140
 NA2140.The orthometric height was scaled from a topographic map.
 NA2140
 NA2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2140
 NA2140.The geoid height was determined by GEOID03.
 NA2140
 NA2140;                    North         East     Units Scale Factor Converg.
 NA2140;SPC NY C     -   313,177.470   354,860.812   MT  1.00007273   +0 52 17.2
 NA2140;SPC NY C     - 1,027,483.08  1,164,239.18   sFT  1.00007273   +0 52 17.2
 NA2140;SPC NY E     -   442,194.029    84,481.369   MT  0.99995279   -0 32 40.2
 NA2140;SPC NY E     - 1,450,764.91    277,169.29   sFT  0.99995279   -0 32 40.2
 NA2140;UTM  18      - 4,740,075.779   475,378.835   MT  0.99960746   -0 12 16.8
 NA2140
 NA2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2140!SPC NY C     -   0.99991652  x   1.00007273  =   0.99998925
 NA2140!SPC NY E     -   0.99991652  x   0.99995279  =   0.99986932
 NA2140!UTM  18      -   0.99991652  x   0.99960746  =   0.99952402
 NA2140
 NA2140|---------------------------------------------------------------------|
 NA2140| PID    Reference Object                     Distance      Geod. Az  |
 NA2140|                                                           dddmmss.s |
 NA2140| CZ7550 BROOKFIELD RM 1                      22.869 METERS 08556     |
 NA2140| CZ7551 BROOKFIELD RM 2                      21.389 METERS 20229     |
 NA2140| CZ7549 BROOKFIELD AZ MK                                   2063749.3 |
 NA2140|---------------------------------------------------------------------|
 NA2140
 NA2140                          SUPERSEDED SURVEY CONTROL
 NA2140
 NA2140  NAD 83(1986)-  42 48 46.24362(N)    075 18 04.16402(W) AD(       ) 2
 NA2140  NAD 27      -  42 48 45.98900(N)    075 18 05.57200(W) AD(       ) 2
 NA2140
 NA2140.Superseded values are not recommended for survey control.
 NA2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2140.See file dsdata.txt to determine how the superseded data were derived.
 NA2140
 NA2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN7537940076(NAD 83)
 NA2140_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2140
 NA2140  HISTORY     - Date     Condition        Report By
 NA2140  HISTORY     - 1942     MONUMENTED       CGS
 NA2140
 NA2140                          STATION DESCRIPTION
 NA2140
 NA2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2140'STATION IS ON THE NORTHERN END OF A PROMINENT RIDGE, 1.0 MILE
 NA2140'E OF THE VILLAGE OF BROOKFIELD AND 2-1/2 MILES W OF LEONARDSVILLE
 NA2140'ON PROPERTY OWNED BY MRS. CHARLES MERRILL OF BROOKFIELD.  THE MARK
 NA2140'IS ABOUT 250 YARDS SW OF CORNER OF FENCED TIMBERLAND AND 4.7 FEET
 NA2140'S OF A STANDARD REFERENE POST.  IT IS STAMPED, BROOKFIELD 1942.
 NA2140'
 NA2140'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NA2140'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2140'
 NA2140'REFERENCE MARK NO.1 IS 75.02 FEET S OF STATION.  IT IS STAMPED,
 NA2140'BROOKFIELD NO.1, 1942.
 NA2140'
 NA2140'REFERENCE MARK NO.2 IS 70.16 FEET E OF THE STATION.  IT IS
 NA2140'STAMPED BROOKFIELD NO.2, 1942.
 NA2140'
 NA2140'THE AZIMUTH MARK IS APPROXIMAMTELY 0.7 MILE W OF THE STATION,
 NA2140'14 FEET W OF THE CENTER LINE OF THE DIRT ROAD, AND 4.4 FEET S
 NA2140'OF A STANDARD REFERENCE POST.  IT IS STAMPED BROOKFIELD 1942.
 NA2140'
 NA2140'TO REACH THE STATION FROM CROSSROADS IN THE CENTER OF THE VILLAGE
 NA2140'OF BROOKFIELD, GO E ON HARD SURFACED ROAD FOR 0.9 MILE TO A
 NA2140'T-ROAD* LEFT, TURN RIGHT AND FOLLOW DIRT ROAD FOR 0.25 MILE TO A
 NA2140'HOUSE AND BARN ON THE LEFT, TURN RIGHT THROUGH A WIRE GATE AND
 NA2140'FOLLOW A DIM LANE UPHILL TO A FENCED TIMBERLAND CORNER, FROM THIS
 NA2140'CORNER DRIVE APPROXIMATELY 250 YARDS TO A LARGE LONE TREE, THE
 NA2140'HIGHEST POINT OF RIDGE AND STATION.
 NA2140'
 NA2140'*FROM THIS T-ROAD, GO W DOWNHILL FOR 0.2 MILE TO A T-ROAD LEFT,
 NA2140'TURN LEFT AND FOLLOW DIRT ROAD S FOR 0.7 MILE TO THE AZIMUTH MARK
 NA2140'ON THE RIGHT SIDE OF THE ROAD.
 NA2140'
 NA2140'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4450 ***********************************************************************
 KU4450  DESIGNATION -  BROOKHAVEN NATL LAB STACK
 KU4450  PID         -  KU4450
 KU4450  STATE/COUNTY-  NY/SUFFOLK
 KU4450  USGS QUAD   -  BELLPORT (1967)
 KU4450
 KU4450                         *CURRENT SURVEY CONTROL
 KU4450  ___________________________________________________________________
 KU4450* NAD 83(1996)-  40 52 14.30697(N)    072 52 33.34296(W)     ADJUSTED  
 KU4450* NAVD 88     -                                                        
 KU4450  ___________________________________________________________________
 KU4450  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KU4450  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4450
 KU4450  HORZ ORDER  -  THIRD
 KU4450
 KU4450.The horizontal coordinates were established by classical geodetic methods
 KU4450.and adjusted by the National Geodetic Survey in January 1999..
 KU4450
 KU4450
 KU4450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4450
 KU4450.The geoid height was determined by GEOID03.
 KU4450
 KU4450;                    North         East     Units Scale Factor Converg.
 KU4450;SPC NY L     -    78,781.904   394,755.539   MT  0.99999496   +0 44 06.8
 KU4450;SPC NY L     -   258,470.30  1,295,127.13   sFT  0.99999496   +0 44 06.8
 KU4450;UTM  18      - 4,526,568.683   678,992.429   MT  0.99999434   +1 23 24.9
 KU4450
 KU4450                          SUPERSEDED SURVEY CONTROL
 KU4450
 KU4450  NAD 83(1996)-  40 52 14.30851(N)    072 52 33.34328(W) AD(       ) 4
 KU4450  NAD 83(1992)-  40 52 14.30726(N)    072 52 33.34284(W) AD(       ) 4
 KU4450  NAD 83(1986)-  40 52 14.31093(N)    072 52 33.34549(W) AD(       ) 4
 KU4450  NAD 27      -  40 52 13.95944(N)    072 52 34.96554(W) AD(       ) 3
 KU4450
 KU4450.Superseded values are not recommended for survey control.
 KU4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4450.See file dsdata.txt to determine how the superseded data were derived.
 KU4450
 KU4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7899226569(NAD 83)
 KU4450_MARKER: 63 = STACK
 KU4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU4450+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2000
 KU4450
 KU4450  HISTORY     - Date     Condition        Report By
 KU4450  HISTORY     - 1954     FIRST OBSERVED   CGS
 KU4450  HISTORY     - 1967     GOOD             CGS
 KU4450  HISTORY     - 1980     GOOD             NGS
 KU4450  HISTORY     - 20000507 GOOD             LOCENG
 KU4450
 KU4450                          STATION DESCRIPTION
 KU4450
 KU4450'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JHB)
 KU4450'THE STATION IS THE CENTER OF A LARGE BRICK CHIMNEY 320 FT. IN
 KU4450'HEIGHT LOCATED ON THE GROUNDS OF THE BROOKHAVEN NATIONAL LABORATORY.
 KU4450
 KU4450                          STATION RECOVERY (1967)
 KU4450
 KU4450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4450'RECOVERED AS DESCRIBED BY J.H.B IN 1954 DESCRIPTION WITH THE
 KU4450'EXCEPTION THAT THE STACK IS PRESENTLY PAINTED IN ALTERNATE SECTIONS
 KU4450'OF RED AND WHITE AND THE STACK HAS THREE CATWALKS EQUIDISTANT
 KU4450'FROM BOTTOM TO TOP.
 KU4450
 KU4450                          STATION RECOVERY (1980)
 KU4450
 KU4450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KU4450'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  VERIFIED BY AN
 KU4450'AZIMUTH CHECK.
 KU4450'
 KU4450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BROOKHAVEN
 KU4450'NATIONAL LABORATORIES SE OF RIDGE.
 KU4450
 KU4450                          STATION RECOVERY (2000)
 KU4450
 KU4450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU4450'VERIFIED BY AN AZIMUTH CHECK FROM BROOKPORT KU4530/31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4460 ***********************************************************************
 KU4460  DESIGNATION -  BROOKHAVEN NATL LAB MET TOWER
 KU4460  PID         -  KU4460
 KU4460  STATE/COUNTY-  NY/SUFFOLK
 KU4460  USGS QUAD   -  BELLPORT (1967)
 KU4460
 KU4460                         *CURRENT SURVEY CONTROL
 KU4460  ___________________________________________________________________
 KU4460* NAD 83(1996)-  40 52 17.54255(N)    072 53 19.98025(W)     ADJUSTED  
 KU4460* NAVD 88     -                                                        
 KU4460  ___________________________________________________________________
 KU4460  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 KU4460  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU4460
 KU4460  HORZ ORDER  -  THIRD
 KU4460
 KU4460.The horizontal coordinates were established by classical geodetic methods
 KU4460.and adjusted by the National Geodetic Survey in January 1999..
 KU4460
 KU4460
 KU4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4460
 KU4460.The geoid height was determined by GEOID03.
 KU4460
 KU4460;                    North         East     Units Scale Factor Converg.
 KU4460;SPC NY L     -    78,867.772   393,662.284   MT  0.99999497   +0 43 36.3
 KU4460;SPC NY L     -   258,752.02  1,291,540.34   sFT  0.99999497   +0 43 36.3
 KU4460;UTM  18      - 4,526,642.048   677,898.268   MT  0.99998954   +1 22 54.5
 KU4460
 KU4460                          SUPERSEDED SURVEY CONTROL
 KU4460
 KU4460  NAD 83(1996)-  40 52 17.54411(N)    072 53 19.98055(W) AD(       ) 4
 KU4460  NAD 83(1992)-  40 52 17.54286(N)    072 53 19.98010(W) AD(       ) 4
 KU4460  NAD 83(1986)-  40 52 17.54655(N)    072 53 19.98286(W) AD(       ) 4
 KU4460  NAD 27      -  40 52 17.19605(N)    072 53 21.60280(W) AD(       ) 3
 KU4460
 KU4460.Superseded values are not recommended for survey control.
 KU4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4460.See file dsdata.txt to determine how the superseded data were derived.
 KU4460
 KU4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7789826642(NAD 83)
 KU4460_MARKER: 43 = RADIO/TV TOWER
 KU4460
 KU4460  HISTORY     - Date     Condition        Report By
 KU4460  HISTORY     - 1951     FIRST OBSERVED   CGS
 KU4460  HISTORY     - 1967     GOOD             CGS
 KU4460  HISTORY     - 20000916 POOR             LOCENG
 KU4460
 KU4460                          STATION DESCRIPTION
 KU4460
 KU4460'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4460'THE STATION IS THE STATIONARY RED BLINKER LIGHT ON TOP OF THE
 KU4460'TOWER.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE 420 FEET HIGH,
 KU4460'ORANGE AND WHITE IN ALTERNATE SECTIONS AND DESIGNATED ACE.  THE
 KU4460'LIGHT IS AUTOMATICALLY CONTROLLED AND IS THE PROPERTY OF
 KU4460'U.S. ATOMIC ENERGY COMMISSION.  THE TOWER IS MIDWAY BETWEEN THE
 KU4460'NORTH AND SOUTH GUARD GATES AND WAS ERECTED IN 1948.
 KU4460'
 KU4460'ACCESS TO THIS TOWER IS STRICTLY LIMITED TO OFFICIAL BUSINESS.
 KU4460
 KU4460                          STATION RECOVERY (1967)
 KU4460
 KU4460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KU4460'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 KU4460
 KU4460                          STATION RECOVERY (2000)
 KU4460
 KU4460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU4460'AZIMUTH TO TOWER FROM BROOKPORT KU4530/31 DID NOT CHECK. IT APPEARS
 KU4460'THAT THE TOWER HAS BEEN RAZED AND A NEW TOWER HAS BEEN ERECTED NEARBY.
 KU4460'THERE IS EVIDENCE OF DEMOLITION AND INCOMPLETE RESTORATION AT THE OLD
 KU4460'STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4461 ***********************************************************************
 KU4461  DESIGNATION -  BROOKHAVEN NATL LAB TANK
 KU4461  PID         -  KU4461
 KU4461  STATE/COUNTY-  NY/SUFFOLK
 KU4461  USGS QUAD   -  BELLPORT (1967)
 KU4461
 KU4461                         *CURRENT SURVEY CONTROL
 KU4461  ___________________________________________________________________
 KU4461* NAD 83(1996)-  40 51 51.61343(N)    072 53 12.69278(W)     ADJUSTED  
 KU4461* NAVD 88     -                                                        
 KU4461  ___________________________________________________________________
 KU4461  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 KU4461  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4461
 KU4461  HORZ ORDER  -  THIRD
 KU4461
 KU4461.The horizontal coordinates were established by classical geodetic methods
 KU4461.and adjusted by the National Geodetic Survey in January 1999..
 KU4461
 KU4461
 KU4461.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4461
 KU4461.The geoid height was determined by GEOID03.
 KU4461
 KU4461;                    North         East     Units Scale Factor Converg.
 KU4461;SPC NY L     -    78,070.156   393,843.078   MT  0.99999493   +0 43 41.1
 KU4461;SPC NY L     -   256,135.17  1,292,133.50   sFT  0.99999493   +0 43 41.1
 KU4461;UTM  18      - 4,525,846.554   678,088.166   MT  0.99999037   +1 22 58.5
 KU4461
 KU4461                          SUPERSEDED SURVEY CONTROL
 KU4461
 KU4461  NAD 83(1996)-  40 51 51.61502(N)    072 53 12.69311(W) AD(       ) 4
 KU4461  NAD 83(1992)-  40 51 51.61376(N)    072 53 12.69267(W) AD(       ) 4
 KU4461  NAD 83(1986)-  40 51 51.61765(N)    072 53 12.69541(W) AD(       ) 4
 KU4461  NAD 27      -  40 51 51.26755(N)    072 53 14.31582(W) AD(       ) 3
 KU4461
 KU4461.Superseded values are not recommended for survey control.
 KU4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4461.See file dsdata.txt to determine how the superseded data were derived.
 KU4461
 KU4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7808825847(NAD 83)
 KU4461_MARKER: 53 = ELEVATED TANK
 KU4461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4461+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 KU4461
 KU4461  HISTORY     - Date     Condition        Report By
 KU4461  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4461  HISTORY     - 1967     GOOD             CGS
 KU4461  HISTORY     - 20041202 GOOD             USPSQD
 KU4461
 KU4461                          STATION DESCRIPTION
 KU4461
 KU4461'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4461'THE STATION IS THE FINIAL OF A LARGE SIX-LEGGED METAL WATER TANK
 KU4461'WHICH IS PAINTED GREEN IS ITS ENTIRETY AND HAS AN OVERALL HEIGHT
 KU4461'OF 150 FEET.
 KU4461'
 KU4461'THE WATER TANK IS LOCATED ABOUT 0.1 MILE NORTH OF THE INTERSECTION
 KU4461'OF UPTON AND PRINCETON AVENUES, ON THE GROUNDS OF THE BROOKHAVEN
 KU4461'NATIONAL LABORATORY.
 KU4461
 KU4461                          STATION RECOVERY (1967)
 KU4461
 KU4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KU4461'THE STATION WAS RECOVERED.  THIS IS A 1967 STATION ESTABLISHED BY
 KU4461'J.L. COOK BUT WE HAVE NO DESCRIPTION AVAILABLE.
 KU4461'
 KU4461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KU4461'NORTHEAST OF YAPHANK.
 KU4461
 KU4461                          STATION RECOVERY (2004)
 KU4461
 KU4461'RECOVERY NOTE BY US POWER SQUADRON 2004 (KSK)
 KU4461'THIS STATION LOCATION IS THE SAME AS KU0251 THERE IS ONLY ONE WATER
 KU4461'TANK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4510 ***********************************************************************
 KU4510  DESIGNATION -  BROOKHAVEN NATL LAB MICROWAVE
 KU4510  PID         -  KU4510
 KU4510  STATE/COUNTY-  NY/SUFFOLK
 KU4510  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU4510
 KU4510                         *CURRENT SURVEY CONTROL
 KU4510  ___________________________________________________________________
 KU4510* NAD 83(1996)-  40 53 22.34099(N)    072 52 51.01076(W)     ADJUSTED  
 KU4510* NAVD 88     -                                                        
 KU4510  ___________________________________________________________________
 KU4510  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 KU4510  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU4510
 KU4510  HORZ ORDER  -  THIRD
 KU4510
 KU4510.The horizontal coordinates were established by classical geodetic methods
 KU4510.and adjusted by the National Geodetic Survey in January 1999..
 KU4510
 KU4510
 KU4510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4510
 KU4510.The geoid height was determined by GEOID03.
 KU4510
 KU4510;                    North         East     Units Scale Factor Converg.
 KU4510;SPC NY L     -    80,875.115   394,315.044   MT  0.99999514   +0 43 55.3
 KU4510;SPC NY L     -   265,337.77  1,293,681.94   sFT  0.99999514   +0 43 55.3
 KU4510;UTM  18      - 4,528,656.717   678,528.025   MT  0.99999230   +1 23 15.3
 KU4510
 KU4510                          SUPERSEDED SURVEY CONTROL
 KU4510
 KU4510  NAD 83(1996)-  40 53 22.34251(N)    072 52 51.01102(W) AD(       ) 4
 KU4510  NAD 83(1992)-  40 53 22.34125(N)    072 52 51.01057(W) AD(       ) 4
 KU4510  NAD 83(1986)-  40 53 22.34509(N)    072 52 51.01340(W) AD(       ) 4
 KU4510  NAD 27      -  40 53 21.99453(N)    072 52 52.63271(W) AD(       ) 3
 KU4510
 KU4510.Superseded values are not recommended for survey control.
 KU4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4510.See file dsdata.txt to determine how the superseded data were derived.
 KU4510
 KU4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7852828657(NAD 83)
 KU4510_MARKER: 44 = MICROWAVE MAST
 KU4510
 KU4510  HISTORY     - Date     Condition        Report By
 KU4510  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4510  HISTORY     - 1967     GOOD             CGS
 KU4510
 KU4510                          STATION DESCRIPTION
 KU4510
 KU4510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4510'THE STATION IS THE RED LIGHT ATOP A GUYED LACED STEEL MAST,
 KU4510'3-LEGGED, WHICH IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 KU4510'AND HAS AN OVER-ALL HEIGHT OF 280 FEET.
 KU4510'
 KU4510'THE MAST IS LOCATED ON THE NORTH EDGE OF THE BROOKHAVEN NATIONAL
 KU4510'LABORATORY (0.4 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 25
 KU4510'AND THE WILLIAM FLOYD PARKWAY) AND IS OWNED BY THE FEDERAL
 KU4510'AVIATION AGENCY.
 KU4510
 KU4510                          STATION RECOVERY (1967)
 KU4510
 KU4510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KU4510'THE STATION WAS RECOVERED.  THIS STATION WAS ESTABLISHED IN 1967
 KU4510'BY J.L. COOK AND WE HAD NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4469 ***********************************************************************
 KU4469  DESIGNATION -  BROOKHAVEN PRESB CH SPIRE
 KU4469  PID         -  KU4469
 KU4469  STATE/COUNTY-  NY/SUFFOLK
 KU4469  USGS QUAD   -  BELLPORT (1967)
 KU4469
 KU4469                         *CURRENT SURVEY CONTROL
 KU4469  ___________________________________________________________________
 KU4469* NAD 83(1996)-  40 46 22.41086(N)    072 55 14.44023(W)     ADJUSTED  
 KU4469* NAVD 88     -                                                        
 KU4469  ___________________________________________________________________
 KU4469  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 KU4469  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU4469
 KU4469  HORZ ORDER  -  THIRD
 KU4469
 KU4469.The horizontal coordinates were established by classical geodetic methods
 KU4469.and adjusted by the National Geodetic Survey in January 1999..
 KU4469
 KU4469
 KU4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4469
 KU4469.The geoid height was determined by GEOID03.
 KU4469
 KU4469;                    North         East     Units Scale Factor Converg.
 KU4469;SPC NY L     -    67,880.275   391,117.265   MT  0.99999580   +0 42 21.5
 KU4469;SPC NY L     -   222,703.87  1,283,190.56   sFT  0.99999580   +0 42 21.5
 KU4469;UTM  18      - 4,515,626.351   675,478.790   MT  0.99997902   +1 21 29.8
 KU4469
 KU4469                          SUPERSEDED SURVEY CONTROL
 KU4469
 KU4469  NAD 83(1996)-  40 46 22.41268(N)    072 55 14.44085(W) AD(       ) 4
 KU4469  NAD 83(1992)-  40 46 22.41146(N)    072 55 14.44048(W) AD(       ) 4
 KU4469  NAD 83(1986)-  40 46 22.41551(N)    072 55 14.44263(W) AD(       ) 4
 KU4469  NAD 27      -  40 46 22.06192(N)    072 55 16.06117(W) AD(       ) 3
 KU4469
 KU4469.Superseded values are not recommended for survey control.
 KU4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4469.See file dsdata.txt to determine how the superseded data were derived.
 KU4469
 KU4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7547915626(NAD 83)
 KU4469_MARKER: 90 = CHURCH SPIRE
 KU4469
 KU4469  HISTORY     - Date     Condition        Report By
 KU4469  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4469  HISTORY     - 19990320 GOOD             USPSQD
 KU4469  HISTORY     - 20020718 GOOD             USPSQD
 KU4469
 KU4469                          STATION DESCRIPTION
 KU4469
 KU4469'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4469'THE STATION IS THE APEX OF THE WHITE SPIRE ATOP AN OCTAGON TOWER
 KU4469'WHICH RISES FROM THE SOUTH FACE OF THE CHURCH.  THE CHURCH AND
 KU4469'TOWER ARE PAINTED WHITE AND HAVE GREEN WINDOW SHUTTERS.  THE
 KU4469'OVER-ALL HEIGHT OF THE SPIRE IS 80 FEET.
 KU4469'
 KU4469'THE CHURCH (OLD SOUTH HAVEN PRESBYTERIAN CHURCH) IS LOCATED ABOUT
 KU4469'300 FEET NORTHWEST OF THE INTERSECTION OF BEAVER DAM ROAD AND
 KU4469'SOUTH COUNTRY ROAD IN BROOKHAVEN.
 KU4469
 KU4469                          STATION RECOVERY (1999)
 KU4469
 KU4469'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU4469'RECOVERED IN GOOD CONDITION.
 KU4469
 KU4469                          STATION RECOVERY (2002)
 KU4469
 KU4469'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU4469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3596 ***********************************************************************
 KU3596  DESIGNATION -  BROOKLYN AMER BAG CO ROOF TANK
 KU3596  PID         -  KU3596
 KU3596  STATE/COUNTY-  NY/KINGS
 KU3596  USGS QUAD   -  BROOKLYN (1979)
 KU3596
 KU3596                         *CURRENT SURVEY CONTROL
 KU3596  ___________________________________________________________________
 KU3596* NAD 83(1996)-  40 43 58.89312(N)    073 56 32.60237(W)     ADJUSTED  
 KU3596* NAVD 88     -                                                        
 KU3596  ___________________________________________________________________
 KU3596  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 KU3596  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU3596
 KU3596  HORZ ORDER  -  THIRD
 KU3596
 KU3596.The horizontal coordinates were established by classical geodetic methods
 KU3596.and adjusted by the National Geodetic Survey in January 1999..
 KU3596
 KU3596
 KU3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3596
 KU3596.The geoid height was determined by GEOID03.
 KU3596
 KU3596;                    North         East     Units Scale Factor Converg.
 KU3596;SPC NY L     -    62,893.448   304,866.556   MT  0.99999698   +0 02 15.7
 KU3596;SPC NY L     -   206,342.92  1,000,216.36   sFT  0.99999698   +0 02 15.7
 KU3596;SPC NY E     -   211,052.252   197,098.849   MT  0.99992730   +0 21 49.9
 KU3596;SPC NY E     -   692,427.26    646,648.47   sFT  0.99992730   +0 21 49.9
 KU3596;SPC NJ       -   211,052.252   197,098.849   MT  0.99992730   +0 21 49.9
 KU3596;SPC NJ       -   692,427.26    646,648.47   sFT  0.99992730   +0 21 49.9
 KU3596;UTM  18      - 4,509,658.964   589,305.352   MT  0.99969816   +0 41 24.6
 KU3596
 KU3596                          SUPERSEDED SURVEY CONTROL
 KU3596
 KU3596  NAD 83(1996)-  40 43 58.89296(N)    073 56 32.60279(W) AD(       ) 4
 KU3596  NAD 83(1992)-  40 43 58.89210(N)    073 56 32.60341(W) AD(       ) 4
 KU3596  NAD 83(1986)-  40 43 58.89505(N)    073 56 32.60195(W) AD(       ) 4
 KU3596  NAD 27      -  40 43 58.52900(N)    073 56 34.10800(W) AD(       ) 3
 KU3596
 KU3596.Superseded values are not recommended for survey control.
 KU3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3596.See file dsdata.txt to determine how the superseded data were derived.
 KU3596
 KU3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8930509659(NAD 83)
 KU3596_MARKER: 51 = TANK
 KU3596
 KU3596  HISTORY     - Date     Condition        Report By
 KU3596  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3596  HISTORY     - 1949     GOOD             CGS
 KU3596
 KU3596                          STATION DESCRIPTION
 KU3596
 KU3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3596'THE TALLER OF TWO ROOF TANKS, E OF THE EAST RIVER, IN THE
 KU3596'GREENPOINT SECTION OF BROOKLYN N OF GREENPOINT AVENUE, BETWEEN
 KU3596'KINGSLAND AVENUE AND NEWTOWN CREEK, ATOP THE AMERICAN BAG
 KU3596'COMPANY FACTORY BUILDING (NOW USED AS A STORAGE PLACE FOR
 KU3596'AUTOMOBILES), RISING FROM THE ROOF OF THE 4-STORY PENTHOUSE
 KU3596'WHICH SURMOUNTS THE S SIDE OF THIS 4-STORY LIGHT-YELLOW,
 KU3596'CONCRETE BUILDING.  IT IS A LIGHT-GREY-SIDED TANK WITH A BLACK,
 KU3596'CONICAL TOP.
 KU3596'
 KU3596'THE STATION IS THE TANK-APEX, APPROXIMATELY 175 FEET ABOVE GROUND.
 KU3596
 KU3596                          STATION RECOVERY (1949)
 KU3596
 KU3596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3596'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 KU3596'ADEQUATE.  BUILDING IS NOW USED BY THE MANHATTAN PASTE AND GLUE
 KU3596'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3608 ***********************************************************************
 KU3608  DESIGNATION -  BROOKLYN ATT BLDG FLAGPOLE
 KU3608  PID         -  KU3608
 KU3608  STATE/COUNTY-  NY/KINGS
 KU3608  USGS QUAD   -  BROOKLYN (1979)
 KU3608
 KU3608                         *CURRENT SURVEY CONTROL
 KU3608  ___________________________________________________________________
 KU3608* NAD 83(1996)-  40 41 33.19908(N)    073 59 05.83261(W)     ADJUSTED  
 KU3608* NAVD 88     -                                                        
 KU3608  ___________________________________________________________________
 KU3608  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 KU3608  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU3608
 KU3608  HORZ ORDER  -  THIRD
 KU3608
 KU3608.The horizontal coordinates were established by classical geodetic methods
 KU3608.and adjusted by the National Geodetic Survey in January 1999..
 KU3608
 KU3608
 KU3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3608
 KU3608.The geoid height was determined by GEOID03.
 KU3608
 KU3608;                    North         East     Units Scale Factor Converg.
 KU3608;SPC NY L     -    58,397.777   301,271.802   MT  0.99999866   +0 00 35.4
 KU3608;SPC NY L     -   191,593.37    988,422.57   sFT  0.99999866   +0 00 35.4
 KU3608;SPC NY E     -   206,536.523   193,529.998   MT  0.99992332   +0 20 08.9
 KU3608;SPC NY E     -   677,611.91    634,939.67   sFT  0.99992332   +0 20 08.9
 KU3608;SPC NJ       -   206,536.523   193,529.998   MT  0.99992332   +0 20 08.9
 KU3608;SPC NJ       -   677,611.91    634,939.67   sFT  0.99992332   +0 20 08.9
 KU3608;UTM  18      - 4,505,124.039   585,763.083   MT  0.99969053   +0 39 42.7
 KU3608
 KU3608                          SUPERSEDED SURVEY CONTROL
 KU3608
 KU3608  NAD 83(1996)-  40 41 33.19899(N)    073 59 05.83306(W) AD(       ) 4
 KU3608  NAD 83(1992)-  40 41 33.19841(N)    073 59 05.83351(W) AD(       ) 4
 KU3608  NAD 83(1986)-  40 41 33.19999(N)    073 59 05.83328(W) AD(       ) 4
 KU3608  NAD 27      -  40 41 32.83100(N)    073 59 07.33200(W) AD(       ) 3
 KU3608
 KU3608.Superseded values are not recommended for survey control.
 KU3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3608.See file dsdata.txt to determine how the superseded data were derived.
 KU3608
 KU3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8576305124(NAD 83)
 KU3608_MARKER: 62 = FLAGPOLE
 KU3608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3608+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 KU3608
 KU3608  HISTORY     - Date     Condition        Report By
 KU3608  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3608  HISTORY     - 1949     GOOD             CGS
 KU3608  HISTORY     - 20051217 GOOD             GEOCAC
 KU3608
 KU3608                          STATION DESCRIPTION
 KU3608
 KU3608'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3608'THE TALL FLAGPOLE E OF THE EAST RIVER, IN BROOKLYN ON THE NE
 KU3608'CORNER OF BRIDGE AND WILLOUGHBY STREETS, ATOP THE AMERICAN
 KU3608'TELEPHONE AND TELEGRAPH BUILDING, RISING FROM THE ROOF OF THIS
 KU3608'28-STORY, ORANGE BRICK STRUCTURE.  IT IS A 100-FOOT, WHITE, STEEL
 KU3608'FLAGPOLE.
 KU3608'
 KU3608'THE STATION IS THE BASE OF THE FLAGPOLE.
 KU3608
 KU3608                          STATION RECOVERY (1949)
 KU3608
 KU3608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3608'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 KU3608'ADEQUATE.
 KU3608
 KU3608                          STATION RECOVERY (2005)
 KU3608
 KU3608'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3608'FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6479 ***********************************************************************
 KV6479  DESIGNATION -  BROOKLYN BAY RIDGE PIER LT 2
 KV6479  PID         -  KV6479
 KV6479  STATE/COUNTY-  NY/NEW YORK
 KV6479  USGS QUAD   -  JERSEY CITY (1981)
 KV6479
 KV6479                         *CURRENT SURVEY CONTROL
 KV6479  ___________________________________________________________________
 KV6479* NAD 83(1996)-  40 38 22.84957(N)    074 02 19.18094(W)     ADJUSTED  
 KV6479* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 KV6479  ___________________________________________________________________
 KV6479  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 KV6479  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV6479
 KV6479  HORZ ORDER  -  THIRD
 KV6479
 KV6479.The horizontal coordinates were established by classical geodetic methods
 KV6479.and adjusted by the National Geodetic Survey in January 1999..
 KV6479
 KV6479.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6479
 KV6479.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6479
 KV6479.The geoid height was determined by GEOID03.
 KV6479
 KV6479;                    North         East     Units Scale Factor Converg.
 KV6479;SPC NY E     -   200,640.244   189,021.580   MT  0.99991874   +0 18 01.7
 KV6479;SPC NY E     -   658,267.20    620,148.30   sFT  0.99991874   +0 18 01.7
 KV6479;SPC NY L     -    52,526.770   296,729.564   MT  1.00000161   -0 01 31.0
 KV6479;SPC NY L     -   172,331.58    973,520.24   sFT  1.00000161   -0 01 31.0
 KV6479;SPC NJ       -   200,640.244   189,021.580   MT  0.99991874   +0 18 01.7
 KV6479;SPC NJ       -   658,267.20    620,148.30   sFT  0.99991874   +0 18 01.7
 KV6479;UTM  18      - 4,499,203.607   581,289.324   MT  0.99968133   +0 37 34.2
 KV6479
 KV6479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6479!SPC NY E     -   1.00000350  x   0.99991874  =   0.99992224
 KV6479!SPC NY L     -   1.00000350  x   1.00000161  =   1.00000511
 KV6479!SPC NJ       -   1.00000350  x   0.99991874  =   0.99992224
 KV6479!UTM  18      -   1.00000350  x   0.99968133  =   0.99968482
 KV6479
 KV6479                          SUPERSEDED SURVEY CONTROL
 KV6479
 KV6479  NAD 83(1996)-  40 38 22.84936(N)    074 02 19.18094(W) AD(       ) 4
 KV6479  NAD 83(1992)-  40 38 22.84956(N)    074 02 19.18148(W) AD(       ) 4
 KV6479  NAD 83(1986)-  40 38 22.85024(N)    074 02 19.18263(W) AD(       ) 4
 KV6479  NGVD 29 (09/24/91)   10.1    (m)           33.     (f) VERT ANG       
 KV6479
 KV6479.Superseded values are not recommended for survey control.
 KV6479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6479.See file dsdata.txt to determine how the superseded data were derived.
 KV6479
 KV6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8128999204(NAD 83)
 KV6479_MARKER: 14 = NAVIGATION LIGHT
 KV6479
 KV6479  HISTORY     - Date     Condition        Report By
 KV6479  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6479  HISTORY     - 20060626 MARK NOT FOUND   GEOCAC
 KV6479
 KV6479                          STATION DESCRIPTION
 KV6479
 KV6479'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6479'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1775.
 KV6479'
 KV6479'STATION IS LOCATED IN THE BAY RIDGE SECTION OF BROOKLYN ON THE
 KV6479'NORTHWEST CORNER OF A PIER AT OWLS HEAD PARK.
 KV6479'
 KV6479'STATION IS THE CENTER OF THE RED LIGHT MOUNTED ON A 20-FOOT POLE.
 KV6479'
 KV6479'A TR MARKER IS ATTACHED TO THE POLE.
 KV6479
 KV6479                          STATION RECOVERY (2006)
 KV6479
 KV6479'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV6479'NOT RECOVERD, NOT FOUND, PRESUMED DESTROYED.
 KV6479' 
 KV6479'THE MUNICIPAL PIER IN THE BAY RIDGE SECTION OF BROOKLYN (KNOWN LOCALLY
 KV6479'AS THE 69TH STREET PIER) WAS REPLACED BY AN ALL CONCRETE PIER IN 1997
 KV6479'DUE TO DAMAGE BY MARINE ORGANISMS OF THE WOODEN PILINGS OF THE
 KV6479'ORIGINAL PIER.  THE NAVIGATIONAL LIGHT, WHICH WAS MOUNTED ON THE OLD
 KV6479'PIER IS LOST AND NO LONGER APPEARS IN THE COAST GUARD LIGHTS LIST
 KV6479'(2005 VERSION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3607 ***********************************************************************
 KU3607  DESIGNATION -  BROOKLYN CH HOLY TRIN E SPIRE
 KU3607  PID         -  KU3607
 KU3607  STATE/COUNTY-  NY/KINGS
 KU3607  USGS QUAD   -  BROOKLYN (1979)
 KU3607
 KU3607                         *CURRENT SURVEY CONTROL
 KU3607  ___________________________________________________________________
 KU3607* NAD 83(1996)-  40 42 25.55624(N)    073 56 38.80011(W)     ADJUSTED  
 KU3607* NAVD 88     -                                                        
 KU3607  ___________________________________________________________________
 KU3607  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KU3607  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU3607
 KU3607  HORZ ORDER  -  THIRD
 KU3607
 KU3607.The horizontal coordinates were established by classical geodetic methods
 KU3607.and adjusted by the National Geodetic Survey in January 1999..
 KU3607
 KU3607
 KU3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3607
 KU3607.The geoid height was determined by GEOID03.
 KU3607
 KU3607;                    North         East     Units Scale Factor Converg.
 KU3607;SPC NY L     -    60,014.217   304,722.964   MT  0.99999800   +0 02 11.6
 KU3607;SPC NY L     -   196,896.64    999,745.26   sFT  0.99999800   +0 02 11.6
 KU3607;SPC NY E     -   208,172.452   196,971.655   MT  0.99992715   +0 21 45.2
 KU3607;SPC NY E     -   682,979.12    646,231.17   sFT  0.99992715   +0 21 45.2
 KU3607;SPC NJ       -   208,172.452   196,971.655   MT  0.99992715   +0 21 45.2
 KU3607;SPC NJ       -   682,979.12    646,231.17   sFT  0.99992715   +0 21 45.2
 KU3607;UTM  18      - 4,506,779.147   589,194.582   MT  0.99969792   +0 41 19.3
 KU3607
 KU3607                          SUPERSEDED SURVEY CONTROL
 KU3607
 KU3607  NAD 83(1996)-  40 42 25.55623(N)    073 56 38.80061(W) AD(       ) 4
 KU3607  NAD 83(1992)-  40 42 25.55558(N)    073 56 38.80137(W) AD(       ) 4
 KU3607  NAD 83(1986)-  40 42 25.55754(N)    073 56 38.79941(W) AD(       ) 4
 KU3607  NAD 27      -  40 42 25.18900(N)    073 56 40.30300(W) AD(       ) 3
 KU3607
 KU3607.Superseded values are not recommended for survey control.
 KU3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3607.See file dsdata.txt to determine how the superseded data were derived.
 KU3607
 KU3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8919506779(NAD 83)
 KU3607_MARKER: 90 = CHURCH SPIRE
 KU3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3607+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU3607
 KU3607  HISTORY     - Date     Condition        Report By
 KU3607  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3607  HISTORY     - 1949     GOOD             CGS
 KU3607  HISTORY     - 20051227 GOOD             GEOCAC
 KU3607
 KU3607                          STATION DESCRIPTION
 KU3607
 KU3607'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3607'THE EASTERLY OF TWIN SPIRES, E OF THE EAST RIVER IN THE
 KU3607'WILLIAMSBURG SECTION OF BROOKLYN ON THE S SIDE OF MONTROSE
 KU3607'AVENUE, BETWEEN MANHATTAN AND GRAHAM AVENUES, ATOP THE CHURCH
 KU3607'OF THE HOLY TRINITY (A CATHOLIC CHURCH ERECTED IN 1882),
 KU3607'RISING FROM THE NE CORNER OF THIS BROWN STONE STRUCTURE.  IT IS
 KU3607'A BROWN STONE, HEXAGONAL-PYRAMIDAL SPIRE SURMOUNTING A SQUARE
 KU3607'CLOCK-TOWER.
 KU3607'
 KU3607'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KU3607'APPROXIMATELY 175 FEET ABOVE GROUND.
 KU3607
 KU3607                          STATION RECOVERY (1949)
 KU3607
 KU3607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3607'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 KU3607'DESCRIPTION IS ADEQUATE.
 KU3607
 KU3607                          STATION RECOVERY (2005)
 KU3607
 KU3607'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3607'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3611 ***********************************************************************
 KU3611  DESIGNATION -  BROOKLYN CH HOLY TRIN W SPIRE
 KU3611  PID         -  KU3611
 KU3611  STATE/COUNTY-  NY/KINGS
 KU3611  USGS QUAD   -  BROOKLYN (1979)
 KU3611
 KU3611                         *CURRENT SURVEY CONTROL
 KU3611  ___________________________________________________________________
 KU3611* NAD 83(1996)-  40 42 25.47545(N)    073 56 39.57133(W)     ADJUSTED  
 KU3611* NAVD 88     -                                                        
 KU3611  ___________________________________________________________________
 KU3611  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KU3611  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU3611
 KU3611  HORZ ORDER  -  THIRD
 KU3611
 KU3611.The horizontal coordinates were established by classical geodetic methods
 KU3611.and adjusted by the National Geodetic Survey in January 1999..
 KU3611
 KU3611
 KU3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3611
 KU3611.The geoid height was determined by GEOID03.
 KU3611
 KU3611;                    North         East     Units Scale Factor Converg.
 KU3611;SPC NY L     -    60,011.713   304,704.862   MT  0.99999800   +0 02 11.1
 KU3611;SPC NY L     -   196,888.43    999,685.87   sFT  0.99999800   +0 02 11.1
 KU3611;SPC NY E     -   208,169.846   196,953.569   MT  0.99992713   +0 21 44.7
 KU3611;SPC NY E     -   682,970.57    646,171.83   sFT  0.99992713   +0 21 44.7
 KU3611;SPC NJ       -   208,169.846   196,953.569   MT  0.99992713   +0 21 44.7
 KU3611;SPC NJ       -   682,970.57    646,171.83   sFT  0.99992713   +0 21 44.7
 KU3611;UTM  18      - 4,506,776.438   589,176.515   MT  0.99969788   +0 41 18.8
 KU3611
 KU3611                          SUPERSEDED SURVEY CONTROL
 KU3611
 KU3611  NAD 83(1996)-  40 42 25.47544(N)    073 56 39.57182(W) AD(       ) 4
 KU3611  NAD 83(1992)-  40 42 25.47479(N)    073 56 39.57258(W) AD(       ) 4
 KU3611  NAD 83(1986)-  40 42 25.47675(N)    073 56 39.57063(W) AD(       ) 4
 KU3611  NAD 27      -  40 42 25.10900(N)    073 56 41.07500(W) AD(       ) 3
 KU3611
 KU3611.Superseded values are not recommended for survey control.
 KU3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3611.See file dsdata.txt to determine how the superseded data were derived.
 KU3611
 KU3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8917706776(NAD 83)
 KU3611_MARKER: 90 = CHURCH SPIRE
 KU3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3611+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU3611
 KU3611  HISTORY     - Date     Condition        Report By
 KU3611  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3611  HISTORY     - 1949     GOOD             CGS
 KU3611  HISTORY     - 20051227 GOOD             GEOCAC
 KU3611
 KU3611                          STATION DESCRIPTION
 KU3611
 KU3611'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3611'THE WESTERLY OF TWIN SPIRES E OF THE EAST RIVER, IN THE
 KU3611'WILLIAMSBURG SECTION OF BROOKLYN ON THE S SIDE OF MONTROSE
 KU3611'AVENUE BETWEEN MANHATTAN AND GRAHAM AVENUES, ATOP THE CHURCH
 KU3611'OF THE HOLY TRINITY (A CATHOLIC CHURCH ERECTED IN 1882), RISING
 KU3611'FROM THE NW CORNER OF THIS BROWN STONE STRUCTURE.  IT IS A
 KU3611'BROWN STONE, HEXAGONAL-PYRAMIDAL SPIRE SURMOUNTING A SQUARE
 KU3611'CLOCK-TOWER.
 KU3611'
 KU3611'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KU3611'APPROXIMATELY 175 FEET ABOVE GROUND.
 KU3611
 KU3611                          STATION RECOVERY (1949)
 KU3611
 KU3611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3611'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 KU3611'ADEQUATE.
 KU3611
 KU3611                          STATION RECOVERY (2005)
 KU3611
 KU3611'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3611'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3583 ***********************************************************************
 KU3583  DESIGNATION -  BROOKLYN EDISON CO E STACK
 KU3583  PID         -  KU3583
 KU3583  STATE/COUNTY-  NY/KINGS
 KU3583  USGS QUAD   -  BROOKLYN (1979)
 KU3583
 KU3583                         *CURRENT SURVEY CONTROL
 KU3583  ___________________________________________________________________
 KU3583* NAD 83(1996)-  40 42 18.99789(N)    073 58 46.85778(W)     ADJUSTED  
 KU3583* NAVD 88     -                                                        
 KU3583  ___________________________________________________________________
 KU3583  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 KU3583  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU3583
 KU3583  HORZ ORDER  -  THIRD
 KU3583
 KU3583.The horizontal coordinates were established by classical geodetic methods
 KU3583.and adjusted by the National Geodetic Survey in January 1999..
 KU3583
 KU3583
 KU3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3583
 KU3583.The geoid height was determined by GEOID03.
 KU3583
 KU3583;                    North         East     Units Scale Factor Converg.
 KU3583;SPC NY L     -    59,810.606   301,716.987   MT  0.99999808   +0 00 47.8
 KU3583;SPC NY L     -   196,228.63    989,883.15   sFT  0.99999808   +0 00 47.8
 KU3583;SPC NY E     -   207,951.756   193,967.103   MT  0.99992379   +0 20 21.6
 KU3583;SPC NY E     -   682,255.05    636,373.74   sFT  0.99992379   +0 20 21.6
 KU3583;SPC NJ       -   207,951.756   193,967.103   MT  0.99992379   +0 20 21.6
 KU3583;SPC NJ       -   682,255.05    636,373.74   sFT  0.99992379   +0 20 21.6
 KU3583;UTM  18      - 4,506,541.408   586,192.028   MT  0.99969144   +0 39 55.7
 KU3583
 KU3583                          SUPERSEDED SURVEY CONTROL
 KU3583
 KU3583  NAD 83(1996)-  40 42 18.99775(N)    073 58 46.85807(W) AD(       ) 4
 KU3583  NAD 83(1992)-  40 42 18.99711(N)    073 58 46.85855(W) AD(       ) 4
 KU3583  NAD 83(1986)-  40 42 18.99883(N)    073 58 46.85785(W) AD(       ) 4
 KU3583  NAD 27      -  40 42 18.63100(N)    073 58 48.35900(W) AD(       ) 3
 KU3583
 KU3583.Superseded values are not recommended for survey control.
 KU3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3583.See file dsdata.txt to determine how the superseded data were derived.
 KU3583
 KU3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8619206541(NAD 83)
 KU3583_MARKER: 63 = STACK
 KU3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3583+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 KU3583
 KU3583  HISTORY     - Date     Condition        Report By
 KU3583  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3583  HISTORY     - 1949     GOOD             CGS
 KU3583  HISTORY     - 20051217 GOOD             GEOCAC
 KU3583
 KU3583                          STATION DESCRIPTION
 KU3583
 KU3583'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3583'THE EASTERLY OF 4 STACKS-IN-LINE, ON THE E SIDE OF THE EAST
 KU3583'RIVER IN BROOKLYN ON THE NW CORNER OF LITTLE AND MARSHALL
 KU3583'STREETS, IN THE PLANT OF THE BROOKLYN EDISON COMPANY, RISING
 KU3583'APPROXIMATELY 100 FEET ABOVE THE ROOF NEAR THE E END OF THIS
 KU3583'3-STORY, BROWN BRICK BUILDING.  IT IS A GREY, STEEL STACK.
 KU3583'
 KU3583'THE STATION IS THE STACK-TOP, APPROXIMATELY 100 FEET ABOVE THE
 KU3583'ROOF.
 KU3583
 KU3583                          STATION RECOVERY (1949)
 KU3583
 KU3583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3583'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 KU3583'ADEQUATE.
 KU3583
 KU3583                          STATION RECOVERY (2005)
 KU3583
 KU3583'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3583'THE STATION WAS RECOVERED FROM GROUND LEVEL IN GOOD CONDITION AS
 KU3583'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3588 ***********************************************************************
 KU3588  DESIGNATION -  BROOKLYN EDISON CO W STACK
 KU3588  PID         -  KU3588
 KU3588  STATE/COUNTY-  NY/KINGS
 KU3588  USGS QUAD   -  BROOKLYN (1979)
 KU3588
 KU3588                         *CURRENT SURVEY CONTROL
 KU3588  ___________________________________________________________________
 KU3588* NAD 83(1996)-  40 42 19.08033(N)    073 58 50.36099(W)     ADJUSTED  
 KU3588* NAVD 88     -                                                        
 KU3588  ___________________________________________________________________
 KU3588  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 KU3588  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU3588
 KU3588  HORZ ORDER  -  THIRD
 KU3588
 KU3588.The horizontal coordinates were established by classical geodetic methods
 KU3588.and adjusted by the National Geodetic Survey in January 1999..
 KU3588
 KU3588
 KU3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3588
 KU3588.The geoid height was determined by GEOID03.
 KU3588
 KU3588;                    North         East     Units Scale Factor Converg.
 KU3588;SPC NY L     -    59,813.131   301,634.750   MT  0.99999808   +0 00 45.5
 KU3588;SPC NY L     -   196,236.91    989,613.34   sFT  0.99999808   +0 00 45.5
 KU3588;SPC NY E     -   207,953.813   193,884.859   MT  0.99992370   +0 20 19.3
 KU3588;SPC NY E     -   682,261.80    636,103.91   sFT  0.99992370   +0 20 19.3
 KU3588;SPC NJ       -   207,953.813   193,884.859   MT  0.99992370   +0 20 19.3
 KU3588;SPC NJ       -   682,261.80    636,103.91   sFT  0.99992370   +0 20 19.3
 KU3588;UTM  18      - 4,506,542.995   586,109.792   MT  0.99969127   +0 39 53.4
 KU3588
 KU3588                          SUPERSEDED SURVEY CONTROL
 KU3588
 KU3588  NAD 83(1996)-  40 42 19.08018(N)    073 58 50.36127(W) AD(       ) 4
 KU3588  NAD 83(1992)-  40 42 19.07954(N)    073 58 50.36176(W) AD(       ) 4
 KU3588  NAD 83(1986)-  40 42 19.08128(N)    073 58 50.36106(W) AD(       ) 4
 KU3588  NAD 27      -  40 42 18.71400(N)    073 58 51.86000(W) AD(       ) 3
 KU3588
 KU3588.Superseded values are not recommended for survey control.
 KU3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3588.See file dsdata.txt to determine how the superseded data were derived.
 KU3588
 KU3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8611006543(NAD 83)
 KU3588_MARKER: 63 = STACK
 KU3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3588+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 KU3588
 KU3588  HISTORY     - Date     Condition        Report By
 KU3588  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3588  HISTORY     - 1949     GOOD             CGS
 KU3588  HISTORY     - 20051017 GOOD             GEOCAC
 KU3588
 KU3588                          STATION DESCRIPTION
 KU3588
 KU3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3588'THE WESTERLY OF 4 STACKS-IN-LINE ON THE E SIDE OF THE EAST
 KU3588'RIVER, IN BROOKLYN, ON THE NE CORNER OF HUDSON AVENUE AND
 KU3588'MARSHALL STREET, IN THE PLANT OF THE BROOKLYN EDISON COMPANY,
 KU3588'RISING APPROXIMATELY 100 FEET ABOVE THE ROOF NEAR THE W END OF
 KU3588'THIS 3-STORY BUILDING.  IT IS A GREY, STEEL STACK.
 KU3588'
 KU3588'THE STATION IS THE STACK TOP, APPROXIMATELY 100 FEET ABOVE
 KU3588'THE ROOF.
 KU3588
 KU3588                          STATION RECOVERY (1949)
 KU3588
 KU3588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3588'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 KU3588'ADEQUATE.
 KU3588
 KU3588                          STATION RECOVERY (2005)
 KU3588
 KU3588'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3588'THE STATION WAS RECOVERED FROM GROUND LEVEL IN GOOD CONDITION AS
 KU3588'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3581 ***********************************************************************
 KU3581  DESIGNATION -  BROOKLYN GREEN RANGE LIGHT
 KU3581  PID         -  KU3581
 KU3581  STATE/COUNTY-  NY/KINGS
 KU3581  USGS QUAD   -  BROOKLYN (1979)
 KU3581
 KU3581                         *CURRENT SURVEY CONTROL
 KU3581  ___________________________________________________________________
 KU3581* NAD 83(1996)-  40 41 55.74899(N)    073 59 49.79895(W)     ADJUSTED  
 KU3581* NAVD 88     -                                                        
 KU3581  ___________________________________________________________________
 KU3581  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 KU3581  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KU3581
 KU3581  HORZ ORDER  -  THIRD
 KU3581
 KU3581.The horizontal coordinates were established by classical geodetic methods
 KU3581.and adjusted by the National Geodetic Survey in January 1999..
 KU3581
 KU3581
 KU3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3581
 KU3581.The geoid height was determined by GEOID03.
 KU3581
 KU3581;                    North         East     Units Scale Factor Converg.
 KU3581;SPC NY L     -    59,093.260   300,239.489   MT  0.99999837   +0 00 06.7
 KU3581;SPC NY L     -   193,875.14    985,035.72   sFT  0.99999837   +0 00 06.7
 KU3581;SPC NY E     -   207,226.069   192,493.823   MT  0.99992222   +0 19 40.4
 KU3581;SPC NY E     -   679,874.19    631,540.15   sFT  0.99992222   +0 19 40.4
 KU3581;SPC NJ       -   207,226.069   192,493.823   MT  0.99992222   +0 19 40.4
 KU3581;SPC NJ       -   679,874.19    631,540.15   sFT  0.99992222   +0 19 40.4
 KU3581;UTM  18      - 4,505,807.518   584,723.244   MT  0.99968835   +0 39 14.3
 KU3581
 KU3581                          SUPERSEDED SURVEY CONTROL
 KU3581
 KU3581  NAD 83(1996)-  40 41 55.74882(N)    073 59 49.79916(W) AD(       ) 4
 KU3581  NAD 83(1992)-  40 41 55.74823(N)    073 59 49.79956(W) AD(       ) 4
 KU3581  NAD 83(1986)-  40 41 55.74976(N)    073 59 49.79924(W) AD(       ) 4
 KU3581  NAD 27      -  40 41 55.38200(N)    073 59 51.29800(W) AD(       ) 3
 KU3581
 KU3581.Superseded values are not recommended for survey control.
 KU3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3581.See file dsdata.txt to determine how the superseded data were derived.
 KU3581
 KU3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8472305808(NAD 83)
 KU3581_MARKER: 14 = NAVIGATION LIGHT
 KU3581
 KU3581  HISTORY     - Date     Condition        Report By
 KU3581  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU3581  HISTORY     - 20051219 MARK NOT FOUND   GEOCAC
 KU3581
 KU3581                          STATION DESCRIPTION
 KU3581
 KU3581'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3581'THE RANGE LIGHT ON THE E SIDE OF LOWER EAST RIVER IN BROOKLYN,
 KU3581'ON THE SIDEWALL OF THE NEW YORK DOCK COMPANYS WAREHOUSE NO.36.  IT
 KU3581'IS A FIXED GREEN LIGHT FORMING THE REAR RANGE FOR EAST RIVER
 KU3581'DEEP CHANNEL.  THERE IS ALSO A WHITE TARGET WITH A BLACK VERTICAL
 KU3581'STRIPE DOWN THE CENTER, AND A SQUARE SLATTED TARGET WITH BLACK
 KU3581'CENTER AND WHITE MARGIN.  IT WAS ESTABLISHED IN 1929.
 KU3581'
 KU3581'THE STATION IS THE LIGHT-CENTER, 81 FEET ABOVE HIGH WATER.
 KU3581
 KU3581                          STATION RECOVERY (2005)
 KU3581
 KU3581'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3581'THE MARK WAS NOT FOUND AND IS PRESUMED DESTROYED.
 KU3581' 
 KU3581'THE BUILDING HAS BEEN DEMOLISHED AND THE BROOKLYN-QUEENS EXPRESSWAY,
 KU3581'BUILT IN THE 1950S, NOW RUNS THROUGH THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3591 ***********************************************************************
 KU3591  DESIGNATION -  BROOKLYN NATL CITY BK BLDG FP
 KU3591  PID         -  KU3591
 KU3591  STATE/COUNTY-  NY/KINGS
 KU3591  USGS QUAD   -  BROOKLYN (1979)
 KU3591
 KU3591                         *CURRENT SURVEY CONTROL
 KU3591  ___________________________________________________________________
 KU3591* NAD 83(1996)-  40 41 36.97958(N)    073 59 27.12124(W)     ADJUSTED  
 KU3591* NAVD 88     -                                                        
 KU3591  ___________________________________________________________________
 KU3591  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KU3591  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KU3591
 KU3591  HORZ ORDER  -  THIRD
 KU3591
 KU3591.The horizontal coordinates were established by classical geodetic methods
 KU3591.and adjusted by the National Geodetic Survey in January 1999..
 KU3591
 KU3591
 KU3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3591
 KU3591.The geoid height was determined by GEOID03.
 KU3591
 KU3591;                    North         East     Units Scale Factor Converg.
 KU3591;SPC NY L     -    58,514.324   300,771.952   MT  0.99999861   +0 00 21.5
 KU3591;SPC NY L     -   191,975.74    986,782.65   sFT  0.99999861   +0 00 21.5
 KU3591;SPC NY E     -   206,650.215   193,029.530   MT  0.99992278   +0 19 55.1
 KU3591;SPC NY E     -   677,984.91    633,297.72   sFT  0.99992278   +0 19 55.1
 KU3591;SPC NJ       -   206,650.215   193,029.530   MT  0.99992278   +0 19 55.1
 KU3591;SPC NJ       -   677,984.91    633,297.72   sFT  0.99992278   +0 19 55.1
 KU3591;UTM  18      - 4,505,234.856   585,262.094   MT  0.99968948   +0 39 28.8
 KU3591
 KU3591                          SUPERSEDED SURVEY CONTROL
 KU3591
 KU3591  NAD 83(1996)-  40 41 36.97941(N)    073 59 27.12150(W) AD(       ) 4
 KU3591  NAD 83(1992)-  40 41 36.97884(N)    073 59 27.12197(W) AD(       ) 4
 KU3591  NAD 83(1986)-  40 41 36.98024(N)    073 59 27.12134(W) AD(       ) 4
 KU3591  NAD 27      -  40 41 36.61200(N)    073 59 28.62000(W) AD(       ) 3
 KU3591
 KU3591.Superseded values are not recommended for survey control.
 KU3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3591.See file dsdata.txt to determine how the superseded data were derived.
 KU3591
 KU3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8526205235(NAD 83)
 KU3591_MARKER: 62 = FLAGPOLE
 KU3591
 KU3591  HISTORY     - Date     Condition        Report By
 KU3591  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3591  HISTORY     - 20051217 MARK NOT FOUND   GEOCAC
 KU3591
 KU3591                          STATION DESCRIPTION
 KU3591
 KU3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3591'THE TALL FLAGPOLE E OF THE EAST RIVER, IN BROOKLYN ON THE SW
 KU3591'CORNER OF COURT STREET AND MONTAGUE STREET, ATOP THE NATIONAL
 KU3591'CITY BANK BUILDING, RISING FROM THE ROOF OF THIS 39-STORY,
 KU3591'YELLOW BRICK BUILDING.  IT IS A STEEL FLAGPOLE (APPROXIMATELY
 KU3591'125 FEET HIGH) PAINTED A DULL GRAY.
 KU3591'
 KU3591'THE STATION IS THE BASE OF THE FLAGPOLE.
 KU3591
 KU3591                          STATION RECOVERY (2005)
 KU3591
 KU3591'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3591'THE FLAGPOLE IS NOT READILY VISIBLE FROM GROUND LEVEL FROM ANY
 KU3591'DIRECTION. THERE ARE AT LEAST A DOZEN COMMUNICATIONS TOWERS ON THE TOP
 KU3591'OF THE BUILDING WHICH WOULD MAKE THE SITING OF A FLAGPOLE NEXT TO
 KU3591'IMPOSSIBLE.
 KU3591' 
 KU3591'ALTHOUGH THE STATION IS THE BASE OF THE FLAGPOLE WHICH MAY STILL BE
 KU3591'THERE, THE USEFULLNESS OF THIS MARK AS AN INTERSECTION STATION WOULD
 KU3591'BE NILL, CONSIDERING THE CONFUSING VISUAL PICTURE ONE WOULD GET OF THE
 KU3591'TOP OF THIS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4378 ***********************************************************************
 KV4378  DESIGNATION -  BROOKLYN PIER 11 RED RANGE LT
 KV4378  PID         -  KV4378
 KV4378  STATE/COUNTY-  NY/KINGS
 KV4378  USGS QUAD   -  JERSEY CITY (1981)
 KV4378
 KV4378                         *CURRENT SURVEY CONTROL
 KV4378  ___________________________________________________________________
 KV4378* NAD 83(1996)-  40 41 54.07575(N)    074 00 02.21691(W)     ADJUSTED  
 KV4378* NAVD 88     -                                                        
 KV4378  ___________________________________________________________________
 KV4378  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV4378  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV4378
 KV4378  HORZ ORDER  -  THIRD
 KV4378
 KV4378.The horizontal coordinates were established by classical geodetic methods
 KV4378.and adjusted by the National Geodetic Survey in January 1999..
 KV4378
 KV4378
 KV4378.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4378
 KV4378.The geoid height was determined by GEOID03.
 KV4378
 KV4378;                    North         East     Units Scale Factor Converg.
 KV4378;SPC NY L     -    59,041.643   299,947.953   MT  0.99999839   -0 00 01.5
 KV4378;SPC NY L     -   193,705.79    984,079.24   sFT  0.99999839   -0 00 01.5
 KV4378;SPC NY E     -   207,172.797   192,202.608   MT  0.99992192   +0 19 32.3
 KV4378;SPC NY E     -   679,699.42    630,584.72   sFT  0.99992192   +0 19 32.3
 KV4378;SPC NJ       -   207,172.797   192,202.608   MT  0.99992192   +0 19 32.3
 KV4378;SPC NJ       -   679,699.42    630,584.72   sFT  0.99992192   +0 19 32.3
 KV4378;UTM  18      - 4,505,752.603   584,432.405   MT  0.99968774   +0 39 06.2
 KV4378
 KV4378                          SUPERSEDED SURVEY CONTROL
 KV4378
 KV4378  NAD 83(1996)-  40 41 54.07554(N)    074 00 02.21715(W) AD(       ) 4
 KV4378  NAD 83(1992)-  40 41 54.07494(N)    074 00 02.21753(W) AD(       ) 4
 KV4378  NAD 83(1986)-  40 41 54.07643(N)    074 00 02.21731(W) AD(       ) 4
 KV4378  NAD 27      -  40 41 53.71000(N)    074 00 03.72000(W) AD(       ) 3
 KV4378
 KV4378.Superseded values are not recommended for survey control.
 KV4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4378.See file dsdata.txt to determine how the superseded data were derived.
 KV4378
 KV4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8443205753(NAD 83)
 KV4378_MARKER: 14 = NAVIGATION LIGHT
 KV4378
 KV4378  HISTORY     - Date     Condition        Report By
 KV4378  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4378  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV4378
 KV4378                          STATION DESCRIPTION
 KV4378
 KV4378'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4378'THE RANGE LIGHT ON THE E SIDE OF LOWER EAST RIVER IN BROOKLYN,
 KV4378'ON THE SW CORNER OF THE NEW YORK DOCK COMPANYS PIER 11.  IT IS
 KV4378'A VERY POWERFUL, FIXED RED LIGHT, LIGHTED THROUGHOUT THE 24
 KV4378'HOURS EACH DAY, AND IS VERY CONSPICUOUS FROM THE WATERFRONT.  IT
 KV4378'FORMS THE FRONT RANGE FOR EAST RIVER DEEP CHANNEL.  THERE IS
 KV4378'ALSO A WHITE SLATTED DIAMOND TARGET.  IT WAS ESTABLISHED IN
 KV4378'1929.
 KV4378'
 KV4378'THE STATION IS THE LIGHT-CENTER, 40 FEET ABOVE HIGH-WATER LINE.
 KV4378
 KV4378                          STATION RECOVERY (1984)
 KV4378
 KV4378'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 KV4378'STATION CENTER OF RED LIGHT NOT RECOVERED - DESTROYED (1958).
 KV4378'
 KV4378'AN EXAMINATION OF CHART 12327, NEW YORK HARBOR, 78TH ED, JUNE 19/82
 KV4378'SHOWED THE EAST RIVER DEEPWATER RANGE FRONT LIGHT WAS NOW GREEN.
 KV4378'THIS WAS CONFIRMED BY CONSULTATION WITH TWO HARBOR PILOTS.
 KV4378'
 KV4378'AN INQUIRY MADE TO THE OFFICE OF THE THIRD COAST GUARD DISTRICT
 KV4378'OFFICE YIELD THE INFORMATION THAT PIER 11 WAS DESTROYED IN 1958 AND
 KV4378'THE RED RANGE LIGHT LOST.  THE NEW FRONT RANGE LIGHT WAS BUILT IN
 KV4378'1959 ON PIER 2 AND IS NOT IN THE SAME LOCATION AS THE ONE IN THE 1933
 KV4378'DESCRIPTION.  THIS HISTORY WAS FURNISHED BY LT R.J. PAPP JR,
 KV4378'ASSISTANT BRANCH CHIEF, AIDS TO NAVIGATION BRANCH (212-668-7170) -
 KV4378'3RD COAST GUARD DISTRICT, GOVENORS ISLAND, NEW YORK CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3563 ***********************************************************************
 KU3563  DESIGNATION -  BROOKLYN ST ALOYSIUS CH E SP
 KU3563  PID         -  KU3563
 KU3563  STATE/COUNTY-  NY/QUEENS
 KU3563  USGS QUAD   -  BROOKLYN (1979)
 KU3563
 KU3563                         *CURRENT SURVEY CONTROL
 KU3563  ___________________________________________________________________
 KU3563* NAD 83(1996)-  40 42 28.10955(N)    073 54 50.50537(W)     ADJUSTED  
 KU3563* NAVD 88     -                                                        
 KU3563  ___________________________________________________________________
 KU3563  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 KU3563  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU3563
 KU3563  HORZ ORDER  -  THIRD
 KU3563
 KU3563.The horizontal coordinates were established by classical geodetic methods
 KU3563.and adjusted by the National Geodetic Survey in January 1999..
 KU3563
 KU3563
 KU3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3563
 KU3563.The geoid height was determined by GEOID03.
 KU3563
 KU3563;                    North         East     Units Scale Factor Converg.
 KU3563;SPC NY L     -    60,095.037   307,264.996   MT  0.99999797   +0 03 22.4
 KU3563;SPC NY L     -   197,161.80  1,008,085.24   sFT  0.99999797   +0 03 22.4
 KU3563;SPC NY E     -   208,267.726   199,513.010   MT  0.99993017   +0 22 55.8
 KU3563;SPC NY E     -   683,291.70    654,568.93   sFT  0.99993017   +0 22 55.8
 KU3563;UTM  18      - 4,506,888.860   591,734.773   MT  0.99970358   +0 42 30.0
 KU3563
 KU3563                          SUPERSEDED SURVEY CONTROL
 KU3563
 KU3563  NAD 83(1996)-  40 42 28.10958(N)    073 54 50.50611(W) AD(       ) 4
 KU3563  NAD 83(1992)-  40 42 28.10887(N)    073 54 50.50713(W) AD(       ) 4
 KU3563  NAD 83(1986)-  40 42 28.11130(N)    073 54 50.50453(W) AD(       ) 4
 KU3563  NAD 27      -  40 42 27.74400(N)    073 54 52.01000(W) AD(       ) 3
 KU3563
 KU3563.Superseded values are not recommended for survey control.
 KU3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3563.See file dsdata.txt to determine how the superseded data were derived.
 KU3563
 KU3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9173506889(NAD 83)
 KU3563_MARKER: 90 = CHURCH SPIRE
 KU3563
 KU3563  HISTORY     - Date     Condition        Report By
 KU3563  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3563  HISTORY     - 1949     GOOD             CGS
 KU3563
 KU3563                          STATION DESCRIPTION
 KU3563
 KU3563'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3563'THE EASTERLY OF TWIN SPIRES E OF THE EAST RIVER, LOCATED ON A HILL
 KU3563'IN RIDGEWOOD SECTION OF BROOKLYN AT THE SE CORNER OF ONDERDOONK
 KU3563'AVENUE, AND STOCKHOLM STREET, ATOP THE ST. ALOYACIOUS CATHOLIC
 KU3563'CHURCH, RISING FROM THE NE CORNER OF THIS YELLOW-BRICK BUILDING.
 KU3563'IT IS A SQUARE, YELLOW-BRICK, CLOCK-TOWER SURMOUNTED BY A BLACK,
 KU3563'CYLINDRICAL SPIRE TOPPED WITH A SMALL, YELLOW CROSS.  THESE
 KU3563'SPIRES ARE QUITE PROMINENT IN THE VICINITY.
 KU3563'
 KU3563'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KU3563'APPROXIMATELY 150 FEET ABOVE GROUND.
 KU3563
 KU3563                          STATION RECOVERY (1949)
 KU3563
 KU3563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3563'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3566 ***********************************************************************
 KU3566  DESIGNATION -  BROOKLYN ST ALOYSIUS CH W SP
 KU3566  PID         -  KU3566
 KU3566  STATE/COUNTY-  NY/QUEENS
 KU3566  USGS QUAD   -  BROOKLYN (1979)
 KU3566
 KU3566                         *CURRENT SURVEY CONTROL
 KU3566  ___________________________________________________________________
 KU3566* NAD 83(1996)-  40 42 28.41197(N)    073 54 51.00894(W)     ADJUSTED  
 KU3566* NAVD 88     -                                                        
 KU3566  ___________________________________________________________________
 KU3566  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KU3566  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU3566
 KU3566  HORZ ORDER  -  THIRD
 KU3566
 KU3566.The horizontal coordinates were established by classical geodetic methods
 KU3566.and adjusted by the National Geodetic Survey in January 1999..
 KU3566
 KU3566
 KU3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3566
 KU3566.The geoid height was determined by GEOID03.
 KU3566
 KU3566;                    North         East     Units Scale Factor Converg.
 KU3566;SPC NY L     -    60,104.354   307,253.166   MT  0.99999797   +0 03 22.1
 KU3566;SPC NY L     -   197,192.37  1,008,046.43   sFT  0.99999797   +0 03 22.1
 KU3566;SPC NY E     -   208,276.975   199,501.128   MT  0.99993015   +0 22 55.5
 KU3566;SPC NY E     -   683,322.04    654,529.95   sFT  0.99993015   +0 22 55.5
 KU3566;UTM  18      - 4,506,898.039   591,722.842   MT  0.99970355   +0 42 29.6
 KU3566
 KU3566                          SUPERSEDED SURVEY CONTROL
 KU3566
 KU3566  NAD 83(1996)-  40 42 28.41200(N)    073 54 51.00968(W) AD(       ) 4
 KU3566  NAD 83(1992)-  40 42 28.41128(N)    073 54 51.01069(W) AD(       ) 4
 KU3566  NAD 83(1986)-  40 42 28.41371(N)    073 54 51.00807(W) AD(       ) 4
 KU3566  NAD 27      -  40 42 28.04700(N)    073 54 52.51400(W) AD(       ) 3
 KU3566
 KU3566.Superseded values are not recommended for survey control.
 KU3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3566.See file dsdata.txt to determine how the superseded data were derived.
 KU3566
 KU3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9172306898(NAD 83)
 KU3566_MARKER: 90 = CHURCH SPIRE
 KU3566
 KU3566  HISTORY     - Date     Condition        Report By
 KU3566  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3566  HISTORY     - 1949     GOOD             CGS
 KU3566
 KU3566                          STATION DESCRIPTION
 KU3566
 KU3566'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3566'THE WESTERLY OF TWIN SPIRES E OF THE EAST RIVER, LOCATED ON A HILL
 KU3566'IN THE RIDGEWOOD SECTION OF BROOKLYN AT THE SE CORNER OF ONDERDOONK
 KU3566'AVENUE AND STOCKHOLM STREET, ATOP THE ST. ALOYACIOUS CATHOLIC
 KU3566'CHURCH, RISING FROM THE NW CORNER OF THIS YELLOW-BRICK
 KU3566'BUILDING.  IT IS A SQUARE, YELLOW-BRICK, CLOCK-TOWER SURMOUNTED
 KU3566'BY A BLACK, CONICAL SPIRE TOPPED WITH A SMALL YELLOW CROSS.
 KU3566'THESE SPIRES ARE QUITE PROMINENT IN THIS VICINITY.
 KU3566'
 KU3566'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KU3566'APPROXIMATELY 150 FEET ABOVE GROUND.
 KU3566
 KU3566                          STATION RECOVERY (1949)
 KU3566
 KU3566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3566'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 KU3566'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3562 ***********************************************************************
 KU3562  DESIGNATION -  BROOKLYN ST ANTHONY CATH CH
 KU3562  PID         -  KU3562
 KU3562  STATE/COUNTY-  NY/KINGS
 KU3562  USGS QUAD   -  BROOKLYN (1979)
 KU3562
 KU3562                         *CURRENT SURVEY CONTROL
 KU3562  ___________________________________________________________________
 KU3562* NAD 83(1996)-  40 43 46.20245(N)    073 57 13.47559(W)     ADJUSTED  
 KU3562* NAVD 88     -                                                        
 KU3562  ___________________________________________________________________
 KU3562  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 KU3562  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU3562
 KU3562  HORZ ORDER  -  THIRD
 KU3562
 KU3562.The horizontal coordinates were established by classical geodetic methods
 KU3562.and adjusted by the National Geodetic Survey in January 1999..
 KU3562
 KU3562
 KU3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3562
 KU3562.The geoid height was determined by GEOID03.
 KU3562
 KU3562;                    North         East     Units Scale Factor Converg.
 KU3562;SPC NY L     -    62,501.413   303,907.679   MT  0.99999711   +0 01 48.9
 KU3562;SPC NY L     -   205,056.72    997,070.44   sFT  0.99999711   +0 01 48.9
 KU3562;SPC NY E     -   210,654.792   196,142.287   MT  0.99992620   +0 21 23.2
 KU3562;SPC NY E     -   691,123.26    643,510.15   sFT  0.99992620   +0 21 23.2
 KU3562;SPC NJ       -   210,654.792   196,142.287   MT  0.99992620   +0 21 23.2
 KU3562;SPC NJ       -   691,123.26    643,510.15   sFT  0.99992620   +0 21 23.2
 KU3562;UTM  18      - 4,509,256.156   588,351.287   MT  0.99969608   +0 40 57.8
 KU3562
 KU3562                          SUPERSEDED SURVEY CONTROL
 KU3562
 KU3562  NAD 83(1996)-  40 43 46.20231(N)    073 57 13.47602(W) AD(       ) 4
 KU3562  NAD 83(1992)-  40 43 46.20150(N)    073 57 13.47660(W) AD(       ) 4
 KU3562  NAD 83(1986)-  40 43 46.20435(N)    073 57 13.47531(W) AD(       ) 4
 KU3562  NAD 27      -  40 43 45.84000(N)    073 57 14.97800(W) AD(       ) 3
 KU3562
 KU3562.Superseded values are not recommended for survey control.
 KU3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3562.See file dsdata.txt to determine how the superseded data were derived.
 KU3562
 KU3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8835109256(NAD 83)
 KU3562_MARKER: 90 = CHURCH SPIRE
 KU3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3562+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU3562
 KU3562  HISTORY     - Date     Condition        Report By
 KU3562  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3562  HISTORY     - 1949     GOOD             CGS
 KU3562  HISTORY     - 20051227 GOOD             GEOCAC
 KU3562
 KU3562                          STATION DESCRIPTION
 KU3562
 KU3562'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3562'THE SPIRE, E OF THE EAST RIVER, IN BROOKLYN ON THE E SIDE OF
 KU3562'MANHATTAN AVENUE AT THE FOOT OF MILTON STREET, ATOP THE
 KU3562'ST. ANTHONYS CATHOLIC CHURCH (ERECTED 1875), RISING FROM THE
 KU3562'SQUARE, RED-BRICK CLOCK-TOWER AT THE FRONT OF THIS LARGE,
 KU3562'ORNATE, RED-BRICK STRUCTURE.  IT IS A SLATE-SHINGLED SPIRE
 KU3562'SURMOUNTED BY A CROSS.
 KU3562'
 KU3562'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE APEX,
 KU3562'APPROXIMATELY 150 FEET ABOVE GROUND.
 KU3562
 KU3562                          STATION RECOVERY (1949)
 KU3562
 KU3562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3562'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 KU3562'IS ADEQUATE.
 KU3562
 KU3562                          STATION RECOVERY (2005)
 KU3562
 KU3562'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3562'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3593 ***********************************************************************
 KU3593  DESIGNATION -  BROOKLYN ST CATHERINE HOSPITAL
 KU3593  PID         -  KU3593
 KU3593  STATE/COUNTY-  NY/KINGS
 KU3593  USGS QUAD   -  BROOKLYN (1979)
 KU3593
 KU3593                         *CURRENT SURVEY CONTROL
 KU3593  ___________________________________________________________________
 KU3593* NAD 83(1996)-  40 42 39.14632(N)    073 56 24.38308(W)     ADJUSTED  
 KU3593* NAVD 88     -                                                        
 KU3593  ___________________________________________________________________
 KU3593  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 KU3593  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU3593
 KU3593  HORZ ORDER  -  THIRD
 KU3593
 KU3593.The horizontal coordinates were established by classical geodetic methods
 KU3593.and adjusted by the National Geodetic Survey in January 1999..
 KU3593
 KU3593
 KU3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3593
 KU3593.The geoid height was determined by GEOID03.
 KU3593
 KU3593;                    North         East     Units Scale Factor Converg.
 KU3593;SPC NY L     -    60,433.650   305,061.103   MT  0.99999784   +0 02 21.0
 KU3593;SPC NY L     -   198,272.73  1,000,854.64   sFT  0.99999784   +0 02 21.0
 KU3593;SPC NY E     -   208,593.772   197,307.378   MT  0.99992754   +0 21 54.7
 KU3593;SPC NY E     -   684,361.40    647,332.62   sFT  0.99992754   +0 21 54.7
 KU3593;SPC NJ       -   208,593.772   197,307.378   MT  0.99992754   +0 21 54.7
 KU3593;SPC NJ       -   684,361.40    647,332.62   sFT  0.99992754   +0 21 54.7
 KU3593;UTM  18      - 4,507,202.274   589,527.824   MT  0.99969865   +0 41 28.9
 KU3593
 KU3593                          SUPERSEDED SURVEY CONTROL
 KU3593
 KU3593  NAD 83(1996)-  40 42 39.14627(N)    073 56 24.38361(W) AD(       ) 4
 KU3593  NAD 83(1992)-  40 42 39.14556(N)    073 56 24.38438(W) AD(       ) 4
 KU3593  NAD 83(1986)-  40 42 39.14784(N)    073 56 24.38252(W) AD(       ) 4
 KU3593  NAD 27      -  40 42 38.78100(N)    073 56 25.88600(W) AD(       ) 3
 KU3593
 KU3593.Superseded values are not recommended for survey control.
 KU3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3593.See file dsdata.txt to determine how the superseded data were derived.
 KU3593
 KU3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8952807202(NAD 83)
 KU3593_MARKER: 89 = SPIRE
 KU3593
 KU3593  HISTORY     - Date     Condition        Report By
 KU3593  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3593  HISTORY     - 1949     GOOD             CGS
 KU3593  HISTORY     - 20051227 MARK NOT FOUND   GEOCAC
 KU3593
 KU3593                          STATION DESCRIPTION
 KU3593
 KU3593'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3593'THE SPIRE E OF THE EAST RIVER, IN THE WILLIAMSBURG SECTION OF
 KU3593'BROOKLYN, ON THE SE CORNER OF BUSHWICK AVENUE, AND MAUJER ST.,
 KU3593'ATOP THE ST. CATHERINES HOSPITAL (ERECTED IN 1874), RISING
 KU3593'FROM THE ROOF NEAR THE W (FRONT) END OF THIS 5-STORY,
 KU3593'RED-BRICK, BUILDING.  IT IS THE CENTER ONE OF THREE SPIRES,
 KU3593'AND IS A HEXAGONAL-PYRAMIDAL, DARK-GREEN-SLATE SHINGLED SPIRE
 KU3593'(SURMOUNTING A SQUARE BASE AND FOUR SMALL RED COLUMNS, FORMING
 KU3593'A BELFRY).  THIS BUILDING IS THE MOST PROMINENT IN THE
 KU3593'VICINITY.
 KU3593'
 KU3593'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KU3593'APPROXIMATELY 100 FEET ABOVE GROUND.
 KU3593
 KU3593                          STATION RECOVERY (1949)
 KU3593
 KU3593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3593'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 KU3593
 KU3593                          STATION RECOVERY (2005)
 KU3593
 KU3593'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3593'THE BUILDING HAS BEEN DEMOLISHED, THE STATION IS LOST.
 KU3593' 
 KU3593'THE OLD HOSPITAL HAS BEEN REPLACED BY A COMPLEX OF HIGH SCHOOLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3568 ***********************************************************************
 KU3568  DESIGNATION -  BROOKLYN ST MARYS EVAN LUTH CH
 KU3568  PID         -  KU3568
 KU3568  STATE/COUNTY-  NY/KINGS
 KU3568  USGS QUAD   -  BROOKLYN (1979)
 KU3568
 KU3568                         *CURRENT SURVEY CONTROL
 KU3568  ___________________________________________________________________
 KU3568* NAD 83(1996)-  40 41 52.96022(N)    073 56 02.24064(W)     ADJUSTED  
 KU3568* NAVD 88     -                                                        
 KU3568  ___________________________________________________________________
 KU3568  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KU3568  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU3568
 KU3568  HORZ ORDER  -  THIRD
 KU3568
 KU3568.The horizontal coordinates were established by classical geodetic methods
 KU3568.and adjusted by the National Geodetic Survey in January 1999..
 KU3568
 KU3568
 KU3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3568
 KU3568.The geoid height was determined by GEOID03.
 KU3568
 KU3568;                    North         East     Units Scale Factor Converg.
 KU3568;SPC NY L     -    59,009.336   305,581.919   MT  0.99999841   +0 02 35.5
 KU3568;SPC NY L     -   193,599.80  1,002,563.35   sFT  0.99999841   +0 02 35.5
 KU3568;SPC NY E     -   207,172.545   197,836.252   MT  0.99992816   +0 22 08.8
 KU3568;SPC NY E     -   679,698.59    649,067.77   sFT  0.99992816   +0 22 08.8
 KU3568;UTM  18      - 4,505,784.404   590,064.656   MT  0.99969984   +0 41 42.7
 KU3568
 KU3568                          SUPERSEDED SURVEY CONTROL
 KU3568
 KU3568  NAD 83(1996)-  40 41 52.96024(N)    073 56 02.24110(W) AD(       ) 4
 KU3568  NAD 83(1992)-  40 41 52.95961(N)    073 56 02.24191(W) AD(       ) 4
 KU3568  NAD 83(1986)-  40 41 52.96253(N)    073 56 02.24100(W) AD(       ) 4
 KU3568  NAD 27      -  40 41 52.59700(N)    073 56 03.74900(W) AD(       ) 3
 KU3568
 KU3568.Superseded values are not recommended for survey control.
 KU3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3568.See file dsdata.txt to determine how the superseded data were derived.
 KU3568
 KU3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9006505784(NAD 83)
 KU3568_MARKER: 90 = CHURCH SPIRE
 KU3568
 KU3568  HISTORY     - Date     Condition        Report By
 KU3568  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3568  HISTORY     - 1949     GOOD             CGS
 KU3568
 KU3568                          STATION DESCRIPTION
 KU3568
 KU3568'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3568'THE PROMINENT SPIRE, E OF THE EAST RIVER, IN THE RIDGEWOOD
 KU3568'SECTION OF BROOKLYN AT THE SW CORNER OF JEFFERSON STREET AND
 KU3568'BUSHWICK AVENUE, ATOP THE ST. MARYS EVANGELICAL LUTHERAN
 KU3568'CHURCH (ERECTED IN 1868), RISING FROM A SQUARE, BRICK BASE NEAR
 KU3568'THE E (FRONT) END OF THE ROOF OF THIS 3-STORY, RED BRICK,
 KU3568'STRUCTURE.  IT IS A SLIM METAL-SHEATHED, BROWN SPIRE
 KU3568'SURMOUNTED BY A SMALL CROSS.
 KU3568'
 KU3568'STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KU3568'APPROXIMATELY 150 FEET ABOVE GROUND.
 KU3568
 KU3568                          STATION RECOVERY (1949)
 KU3568
 KU3568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3568'STATION RECOVERED AS ORIGINALLY DESCRIBED WITH THE FOLLOWING
 KU3568'EXCEPTION--THE NAME OF THE CHURCH IS ST. MARKS
 KU3568'EVANGELICAL LUTHERAN CHURCH, NOT ST. MARYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3567 ***********************************************************************
 KU3567  DESIGNATION -  BROOKLYN TECH HS RADIO TOWER
 KU3567  PID         -  KU3567
 KU3567  STATE/COUNTY-  NY/KINGS
 KU3567  USGS QUAD   -  BROOKLYN (1979)
 KU3567
 KU3567                         *CURRENT SURVEY CONTROL
 KU3567  ___________________________________________________________________
 KU3567* NAD 83(1996)-  40 41 21.89589(N)    073 58 35.66773(W)     ADJUSTED  
 KU3567* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 KU3567  ___________________________________________________________________
 KU3567  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KU3567  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KU3567
 KU3567  HORZ ORDER  -  THIRD
 KU3567
 KU3567.The horizontal coordinates were established by classical geodetic methods
 KU3567.and adjusted by the National Geodetic Survey in January 1999..
 KU3567
 KU3567.The orthometric height was scaled from a topographic map.
 KU3567
 KU3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3567
 KU3567.The geoid height was determined by GEOID03.
 KU3567
 KU3567;                    North         East     Units Scale Factor Converg.
 KU3567;SPC NY L     -    58,049.267   301,980.140   MT  0.99999881   +0 00 55.2
 KU3567;SPC NY L     -   190,449.97    990,746.51   sFT  0.99999881   +0 00 55.2
 KU3567;SPC NY E     -   206,192.074   194,240.253   MT  0.99992408   +0 20 28.5
 KU3567;SPC NY E     -   676,481.83    637,269.90   sFT  0.99992408   +0 20 28.5
 KU3567;SPC NJ       -   206,192.074   194,240.253   MT  0.99992408   +0 20 28.5
 KU3567;SPC NJ       -   676,481.83    637,269.90   sFT  0.99992408   +0 20 28.5
 KU3567;UTM  18      - 4,504,783.717   586,475.122   MT  0.99969204   +0 40 02.2
 KU3567
 KU3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3567!SPC NY L     -   0.99996677  x   0.99999881  =   0.99996558
 KU3567!SPC NY E     -   0.99996677  x   0.99992408  =   0.99989085
 KU3567!SPC NJ       -   0.99996677  x   0.99992408  =   0.99989085
 KU3567!UTM  18      -   0.99996677  x   0.99969204  =   0.99965882
 KU3567
 KU3567:                Primary Azimuth Mark                     Grid Az
 KU3567:SPC NY L     -  CHRYSLER BUILDING                        000 50 40.0
 KU3567:SPC NY E     -  CHRYSLER BUILDING                        000 31 06.7
 KU3567:SPC NJ       -  CHRYSLER BUILDING                        000 31 06.7
 KU3567:UTM  18      -  CHRYSLER BUILDING                        000 11 33.0
 KU3567
 KU3567|---------------------------------------------------------------------|
 KU3567| PID    Reference Object                     Distance      Geod. Az  |
 KU3567|                                                           dddmmss.s |
 KU3567| KU3994 CHRYSLER BUILDING                   APPROX. 6.9 KM 0005135.2 |
 KU3567| KV4364 MANHATTAN BANK TRUST BLDG           APPROX. 3.4 KM 3045219.9 |
 KU3567| KU3588 BROOKLYN EDISON CO W STACK          APPROX. 1.8 KM 3485610.1 |
 KU3567| KU3602 EMPIRE STATE BUILDING               APPROX. 6.6 KM 3531934.0 |
 KU3567|---------------------------------------------------------------------|
 KU3567
 KU3567                          SUPERSEDED SURVEY CONTROL
 KU3567
 KU3567  NAD 83(1996)-  40 41 21.89616(N)    073 58 35.66807(W) AD(       ) 3
 KU3567  NAD 83(1992)-  40 41 21.89586(N)    073 58 35.66850(W) AD(       ) 3
 KU3567  NAD 83(1986)-  40 41 21.89696(N)    073 58 35.66723(W) AD(       ) 3
 KU3567  NAD 27      -  40 41 21.53200(N)    073 58 37.17300(W) AD(       ) 3
 KU3567
 KU3567.Superseded values are not recommended for survey control.
 KU3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3567.See file dsdata.txt to determine how the superseded data were derived.
 KU3567
 KU3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8647504784(NAD 83)
 KU3567_MARKER: 43 = RADIO/TV TOWER
 KU3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3567+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU3567
 KU3567  HISTORY     - Date     Condition        Report By
 KU3567  HISTORY     - 1941     FIRST OBSERVED   CGS
 KU3567  HISTORY     - 20060216 GOOD             GEOCAC
 KU3567
 KU3567                          STATION DESCRIPTION
 KU3567
 KU3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (TJM)
 KU3567'AT DEKALB AND SOUTH ELLIOT STREETS.  THE RADIO TOWER IS IN THE N
 KU3567'CENTRAL PART OF BUILDING ON THE ROOF APPROXIMATELY 800 FEET
 KU3567'ELEVATION.
 KU3567'
 KU3567'OBSERVATIONS MADE FROM APPROXIMATELY CENTER AT TOWER.
 KU3567
 KU3567                          STATION RECOVERY (2006)
 KU3567
 KU3567'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3567'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3572 ***********************************************************************
 KU3572  DESIGNATION -  BROOKLYN UNION GAS CO GAS HOLD
 KU3572  PID         -  KU3572
 KU3572  STATE/COUNTY-  NY/KINGS
 KU3572  USGS QUAD   -  BROOKLYN (1979)
 KU3572
 KU3572                         *CURRENT SURVEY CONTROL
 KU3572  ___________________________________________________________________
 KU3572* NAD 83(1996)-  40 43 05.82620(N)    073 55 58.05560(W)     ADJUSTED  
 KU3572* NAVD 88     -                                                        
 KU3572  ___________________________________________________________________
 KU3572  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KU3572  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU3572
 KU3572  HORZ ORDER  -  THIRD
 KU3572
 KU3572.The horizontal coordinates were established by classical geodetic methods
 KU3572.and adjusted by the National Geodetic Survey in January 1999..
 KU3572
 KU3572
 KU3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3572
 KU3572.The geoid height was determined by GEOID03.
 KU3572
 KU3572;                    North         East     Units Scale Factor Converg.
 KU3572;SPC NY L     -    61,257.084   305,678.447   MT  0.99999753   +0 02 38.3
 KU3572;SPC NY L     -   200,974.28  1,002,880.04   sFT  0.99999753   +0 02 38.3
 KU3572;SPC NY E     -   209,420.649   197,919.984   MT  0.99992826   +0 22 12.1
 KU3572;SPC NY E     -   687,074.25    649,342.48   sFT  0.99992826   +0 22 12.1
 KU3572;SPC NJ       -   209,420.649   197,919.984   MT  0.99992826   +0 22 12.1
 KU3572;SPC NJ       -   687,074.25    649,342.48   sFT  0.99992826   +0 22 12.1
 KU3572;UTM  18      - 4,508,032.435   590,135.574   MT  0.99970000   +0 41 46.4
 KU3572
 KU3572                          SUPERSEDED SURVEY CONTROL
 KU3572
 KU3572  NAD 83(1996)-  40 43 05.82624(N)    073 55 58.05582(W) AD(       ) 4
 KU3572  NAD 83(1992)-  40 43 05.82553(N)    073 55 58.05643(W) AD(       ) 4
 KU3572  NAD 83(1986)-  40 43 05.82785(N)    073 55 58.05511(W) AD(       ) 4
 KU3572  NAD 27      -  40 43 05.46100(N)    073 55 59.56100(W) AD(       ) 3
 KU3572
 KU3572.Superseded values are not recommended for survey control.
 KU3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3572.See file dsdata.txt to determine how the superseded data were derived.
 KU3572
 KU3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9013608032(NAD 83)
 KU3572_MARKER: 51 = TANK
 KU3572
 KU3572  HISTORY     - Date     Condition        Report By
 KU3572  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3572  HISTORY     - 1961     GOOD             CGS
 KU3572  HISTORY     - 20011008 MARK NOT FOUND   INDIV
 KU3572
 KU3572                          STATION DESCRIPTION
 KU3572
 KU3572'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3572'THE LARGE GAS HOLDER E OF THE EAST RIVER, IN THE GREENPOINT
 KU3572'SECTION OF BROOKLYN ON THE N SIDE OF MASPETH AVENUE, 0.2 MILE
 KU3572'E OF MORGAN AVENUE, ON THE PROPERTY OF THE BROOKLYN UNION GAS
 KU3572'COMPANY.  IT IS AN ORDINARY-TYPE, CYLINDRICAL, GREY STEEL
 KU3572'GAS-HOLDER (APPROXIMATELY 250-FOOT DIAMETER).
 KU3572'
 KU3572'THE STATION IS THE SMALL VENT AT THE HOLDERS TOP-CENTER,
 KU3572'401 FEET ABOVE GROUND.
 KU3572'
 KU3572'THIS CIRCULAR STRUCTURE IS SUFFICIENTLY LARGE TO PERMIT OF
 KU3572'READY AIR-PHOTO IDENTIFICATION.
 KU3572
 KU3572                          STATION RECOVERY (1961)
 KU3572
 KU3572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 KU3572'RECOVERED AS DESCRIBED BY RWW.
 KU3572
 KU3572                          STATION RECOVERY (2001)
 KU3572
 KU3572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KU3572'THE GASHOLDER IS GONE. BELIEVE IT AND THE NEIGHBORING TANK WERE
 KU3572'REMOVED EARLIER THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3549 ***********************************************************************
 KU3549  DESIGNATION -  BROOKLYN WILLIAMSBURG SAV BANK
 KU3549  PID         -  KU3549
 KU3549  STATE/COUNTY-  NY/KINGS
 KU3549  USGS QUAD   -  BROOKLYN (1979)
 KU3549
 KU3549                         *CURRENT SURVEY CONTROL
 KU3549  ___________________________________________________________________
 KU3549* NAD 83(1996)-  40 42 36.82141(N)    073 57 44.63257(W)     ADJUSTED  
 KU3549* NAVD 88     -                                                        
 KU3549  ___________________________________________________________________
 KU3549  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KU3549  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KU3549
 KU3549  HORZ ORDER  -  THIRD
 KU3549
 KU3549.The horizontal coordinates were established by classical geodetic methods
 KU3549.and adjusted by the National Geodetic Survey in January 1999..
 KU3549
 KU3549
 KU3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3549
 KU3549.The geoid height was determined by GEOID03.
 KU3549
 KU3549;                    North         East     Units Scale Factor Converg.
 KU3549;SPC NY L     -    60,360.885   303,177.465   MT  0.99999787   +0 01 28.5
 KU3549;SPC NY L     -   198,034.00    994,674.73   sFT  0.99999787   +0 01 28.5
 KU3549;SPC NY E     -   208,510.297   195,424.319   MT  0.99992539   +0 21 02.3
 KU3549;SPC NY E     -   684,087.53    641,154.62   sFT  0.99992539   +0 21 02.3
 KU3549;SPC NJ       -   208,510.297   195,424.319   MT  0.99992539   +0 21 02.3
 KU3549;SPC NJ       -   684,087.53    641,154.62   sFT  0.99992539   +0 21 02.3
 KU3549;UTM  18      - 4,507,108.102   587,645.704   MT  0.99969455   +0 40 36.5
 KU3549
 KU3549                          SUPERSEDED SURVEY CONTROL
 KU3549
 KU3549  NAD 83(1996)-  40 42 36.82132(N)    073 57 44.63295(W) AD(       ) 4
 KU3549  NAD 83(1992)-  40 42 36.82066(N)    073 57 44.63354(W) AD(       ) 4
 KU3549  NAD 83(1986)-  40 42 36.82263(N)    073 57 44.63235(W) AD(       ) 4
 KU3549  NAD 27      -  40 42 36.45500(N)    073 57 46.13400(W) AD(       ) 3
 KU3549
 KU3549.Superseded values are not recommended for survey control.
 KU3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3549.See file dsdata.txt to determine how the superseded data were derived.
 KU3549
 KU3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8764607108(NAD 83)
 KU3549_MARKER: 87 = DOME
 KU3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3549+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 KU3549
 KU3549  HISTORY     - Date     Condition        Report By
 KU3549  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3549  HISTORY     - 1949     GOOD             CGS
 KU3549  HISTORY     - 20051222 GOOD             GEOCAC
 KU3549
 KU3549                          STATION DESCRIPTION
 KU3549
 KU3549'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3549'THE GOLDEN DOME E OF THE EAST RIVER IN THE WILLIAMSBURG
 KU3549'SECTION OF BROOKLYN JUST S OF THE APPROACH TO THE WILLIAMSBURG
 KU3549'BRIDGE AT THE NW CORNER OF BROADWAY AND DRIGGS AVENUE, ATOP THE
 KU3549'WILLIAMSBURG SAVINGS BANK, RISING CENTRALLY FROM THIS 2-STORY,
 KU3549'LIGHT-GRAY BUILDING.  A GRAY STONE CYLINDER (COVERING
 KU3549'APPROXIMATELY HALF THE ROOF) HAVING PORT-LIKE WINDOWS IS
 KU3549'SURMOUNTED BY A DARK-BROWN DOME HAVING NUMEROUS GOLDEN
 KU3549'RIBS.  AT THE DOME-APEX IS A ROUND, GILDED BELFRY HAVING AN
 KU3549'OVAL TOP SURMOUNTED BY AN ORNAMENTED WEATHER VANE.
 KU3549'
 KU3549'THE STATION IS THE BASE OF THE WEATHER VANE AT THE DOME-APEX,
 KU3549'APPROXIMATELY 100 FEET ABOVE GROUND.
 KU3549
 KU3549                          STATION RECOVERY (1949)
 KU3549
 KU3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3549'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KU3549
 KU3549                          STATION RECOVERY (2005)
 KU3549
 KU3549'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3549'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU3549' 
 KU3549'THE BUILDING IS NOW OWNED BY HSBC BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3574 ***********************************************************************
 KU3574  DESIGNATION -  BROOKLYN WILLIAMSBURG BK BLDG
 KU3574  PID         -  KU3574
 KU3574  STATE/COUNTY-  NY/KINGS
 KU3574  USGS QUAD   -  BROOKLYN (1979)
 KU3574
 KU3574                         *CURRENT SURVEY CONTROL
 KU3574  ___________________________________________________________________
 KU3574* NAD 83(1996)-  40 41 07.78577(N)    073 58 39.86015(W)     ADJUSTED  
 KU3574* NAVD 88     -                                                        
 KU3574  ___________________________________________________________________
 KU3574  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 KU3574  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU3574
 KU3574  HORZ ORDER  -  THIRD
 KU3574
 KU3574.The horizontal coordinates were established by classical geodetic methods
 KU3574.and adjusted by the National Geodetic Survey in January 1999..
 KU3574
 KU3574
 KU3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3574
 KU3574.The geoid height was determined by GEOID03.
 KU3574
 KU3574;                    North         East     Units Scale Factor Converg.
 KU3574;SPC NY L     -    57,613.992   301,881.812   MT  0.99999901   +0 00 52.4
 KU3574;SPC NY L     -   189,021.91    990,423.91   sFT  0.99999901   +0 00 52.4
 KU3574;SPC NY E     -   205,756.280   194,144.410   MT  0.99992398   +0 20 25.7
 KU3574;SPC NY E     -   675,052.06    636,955.45   sFT  0.99992398   +0 20 25.7
 KU3574;SPC NJ       -   205,756.280   194,144.410   MT  0.99992398   +0 20 25.7
 KU3574;SPC NJ       -   675,052.06    636,955.45   sFT  0.99992398   +0 20 25.7
 KU3574;UTM  18      - 4,504,347.485   586,381.781   MT  0.99969184   +0 39 59.3
 KU3574
 KU3574                          SUPERSEDED SURVEY CONTROL
 KU3574
 KU3574  NAD 83(1996)-  40 41 07.78576(N)    073 58 39.86030(W) AD(       ) 4
 KU3574  NAD 83(1992)-  40 41 07.78529(N)    073 58 39.86081(W) AD(       ) 4
 KU3574  NAD 83(1986)-  40 41 07.78649(N)    073 58 39.85976(W) AD(       ) 4
 KU3574  NAD 27      -  40 41 07.41400(N)    073 58 41.36000(W) AD(       ) 3
 KU3574
 KU3574.Superseded values are not recommended for survey control.
 KU3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3574.See file dsdata.txt to determine how the superseded data were derived.
 KU3574
 KU3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8638204347(NAD 83)
 KU3574_MARKER: 87 = DOME
 KU3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3574+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 KU3574
 KU3574  HISTORY     - Date     Condition        Report By
 KU3574  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3574  HISTORY     - 1932     GOOD             CGS
 KU3574  HISTORY     - 1949     GOOD             CGS
 KU3574  HISTORY     - 20060216 GOOD             GEOCAC
 KU3574
 KU3574                          STATION DESCRIPTION
 KU3574
 KU3574'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3574'THE TALLEST AND MOST PROMINENT BUILDING IN BROOKLYN, AT 4TH AND
 KU3574'FLATBUSH AVENUES, A STEP-BACK SKYSCRAPER, SHOWING CLOCK-DIALS IN
 KU3574'ITS UPPER TOWER.  IT WAS NOT VISITED.
 KU3574'
 KU3574'THE STATION IS THE DOME APEX.
 KU3574
 KU3574                          STATION RECOVERY (1932)
 KU3574
 KU3574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3574'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  STATION WAS
 KU3574'RENAMED TOWER (WILLIAMSBURG BANK).  A COMPLETE DESCRIPTION
 KU3574'FOLLOWS--THE GILDED DOME E OF THE EAST RIVER, IN BROOKLYN ON THE NE
 KU3574'CORNER OF HANSON PLACE AND ASHLAND PLACE, ATOP THE WILLIAMSBURG
 KU3574'SAVINGS BANK BUILDING, RISING CENTRALLY FROM THE SQUARE TOWER OF
 KU3574'THIS 26-STORY, GRAY-BRICK BUILDING.  THE TOWER HAS A CLOCK ON
 KU3574'ALL 4 SIDES.  THIS IS THE TALLEST AND MOST PROMINENT BUILDING IN
 KU3574'BROOKLYN.
 KU3574'
 KU3574'STATION IS THE DOME-APEX.
 KU3574
 KU3574                          STATION RECOVERY (1949)
 KU3574
 KU3574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU3574'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 KU3574
 KU3574                          STATION RECOVERY (2006)
 KU3574
 KU3574'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3574'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4530 ***********************************************************************
 KU4530  CBN         -  This is a Cooperative Base Network Control Station.
 KU4530  SACS        -  This is a Secondary Airport Control Station.
 KU4530  DESIGNATION -  BROOKPORT
 KU4530  PID         -  KU4530
 KU4530  STATE/COUNTY-  NY/SUFFOLK
 KU4530  USGS QUAD   -  MORICHES (1967)
 KU4530
 KU4530                         *CURRENT SURVEY CONTROL
 KU4530  ___________________________________________________________________
 KU4530* NAD 83(1996)-  40 49 01.87192(N)    072 51 59.32186(W)     ADJUSTED  
 KU4530* NAVD 88     -        19.91   (meters)      65.3    (feet)  GPS OBS   
 KU4530  ___________________________________________________________________
 KU4530  X           -   1,424,057.637 (meters)                     COMP
 KU4530  Y           -  -4,619,353.530 (meters)                     COMP
 KU4530  Z           -   4,147,072.487 (meters)                     COMP
 KU4530  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KU4530  ELLIP HEIGHT-         -11.50  (meters)          (09/18/02) GPS OBS
 KU4530  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4530
 KU4530  HORZ ORDER  -  A
 KU4530  ELLP ORDER  -  FOURTH    CLASS II
 KU4530
 KU4530.This mark is at Brookhaven Airport (HWV)
 KU4530
 KU4530.The horizontal coordinates were established by GPS observations
 KU4530.and adjusted by the National Geodetic Survey in September 2002..
 KU4530
 KU4530.The orthometric height was determined by GPS observations and a
 KU4530.high-resolution geoid model.
 KU4530
 KU4530.GPS derived orthometric heights for airport stations designated as
 KU4530.PACS or SACS are published to 2 decimal places.  This maintains
 KU4530.centimeter relative accuracy between the PACS and SACS.  It does
 KU4530.not indicate centimeter accuracy relative to other marks which are
 KU4530.part of the NAVD 88 network.
 KU4530
 KU4530.Photographs are available for this station.
 KU4530
 KU4530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4530
 KU4530.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4530
 KU4530.The ellipsoidal height was determined by GPS observations
 KU4530.and is referenced to NAD 83.
 KU4530
 KU4530.The geoid height was determined by GEOID03.
 KU4530
 KU4530;                    North         East     Units Scale Factor Converg.
 KU4530;SPC NY L     -    72,856.562   395,628.936   MT  0.99999506   +0 44 29.1
 KU4530;SPC NY L     -   239,030.24  1,297,992.60   sFT  0.99999506   +0 44 29.1
 KU4530;UTM  18      - 4,520,653.692   679,933.433   MT  0.99999851   +1 23 41.8
 KU4530
 KU4530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4530!SPC NY L     -   1.00000180  x   0.99999506  =   0.99999686
 KU4530!UTM  18      -   1.00000180  x   0.99999851  =   1.00000031
 KU4530
 KU4530:                Primary Azimuth Mark                     Grid Az
 KU4530:SPC NY L     -  BROOKPORT AZ MK                          314 50 42.5
 KU4530:UTM  18      -  BROOKPORT AZ MK                          314 11 29.8
 KU4530
 KU4530|---------------------------------------------------------------------|
 KU4530| PID    Reference Object                     Distance      Geod. Az  |
 KU4530|                                                           dddmmss.s |
 KU4530| KU4531 BROOKPORT AZ MK                     APPROX. 0.7 KM 3153511.6 |
 KU4530|---------------------------------------------------------------------|
 KU4530
 KU4530                          SUPERSEDED SURVEY CONTROL
 KU4530
 KU4530  NAD 83(1996)-  40 49 01.96158(N)    072 51 59.28989(W) AD(       ) 3
 KU4530  ELLIP H (01/11/99)  -14.16   (m)                       GP(       ) 4 1
 KU4530  NAD 83(1996)-  40 49 01.96161(N)    072 51 59.28994(W) AD(       ) 3
 KU4530  NAD 83(1992)-  40 49 01.96023(N)    072 51 59.28918(W) AD(       ) 3
 KU4530  NAD 83(1986)-  40 49 01.96139(N)    072 51 59.29515(W) AD(       ) 3
 KU4530  NAD 27      -  40 49 01.60422(N)    072 52 00.93324(W) AD(       ) 3
 KU4530  NGVD 29 (03/22/89)   17.0    (m)           56.     (f) GPS OBS        
 KU4530
 KU4530.Superseded values are not recommended for survey control.
 KU4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4530.See file dsdata.txt to determine how the superseded data were derived.
 KU4530
 KU4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7993320654(NAD 83)
 KU4530_MARKER: F = FLANGE-ENCASED ROD
 KU4530_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4530_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4530_STAMPING: BROOKPORT 1988
 KU4530_MARK LOGO: NGS   
 KU4530_PROJECTION: FLUSH
 KU4530_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU4530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4530+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 KU4530_ROD/PIPE-DEPTH: 45.1 meters
 KU4530_SLEEVE-DEPTH  : 1.00 meters
 KU4530
 KU4530  HISTORY     - Date     Condition        Report By
 KU4530  HISTORY     - 1988     MONUMENTED       NGS
 KU4530  HISTORY     - 20000916 GOOD             LOCENG
 KU4530  HISTORY     - 20010716 GOOD             LOCENG
 KU4530  HISTORY     - 20030314 GOOD             NGS
 KU4530  HISTORY     - 20030611 GOOD             NGS
 KU4530
 KU4530                          STATION DESCRIPTION
 KU4530
 KU4530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KU4530'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE TOWN OF
 KU4530'SHIRLEY, AT THE BROOKHAVEN MUNICIPAL AIRPORT, ABOUT 0.2 KM (0.10 MI)
 KU4530'NORTH OF THE AIRPORT TERMINAL BUILDING, NEAR THE WINDSOCK.
 KU4530'OWNERSHIP--TOWN OF BROOKHAVEN, C/O JOHN RAUH, DIRECTOR OF STREET
 KU4530'LIGHTING AND GENERAL AVIATION, DAWN DRIVE, SHIRLEY NY 11927. PHONE
 KU4530'516-281-5100.
 KU4530'TO REACH THE STATION FROM THE NORTH END OF THE CONCRETE BRIDGE OVER
 KU4530'STATE HIGHWAY 27, EXIT 58, AT THE JUNCTION OF COUNTY ROAD 46, WILLIAM
 KU4530'FLOYD PARKWAY, GO NORTH FOR 1.0 KM (0.60 MI) ON COUNTY ROAD 46 TO A
 KU4530'PAVED CROSSROAD, DAWN DRIVE.  TURN RIGHT AND GO EAST FOR 0.7 KM
 KU4530'(0.45 MI) ON DAWN DRIVE TO THE PAVED AIRPORT ENTRANCE DRIVE ON THE
 KU4530'LEFT.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE DRIVE TO A
 KU4530'GATE AT THE NORTHWEST CORNER OF THE TERMINAL BUILDING.  PASS THROUGH
 KU4530'THE GATE, A KEY CARD IS NEEDED FOR THE GATE, AND GO NORTHEAST FOR 0.2
 KU4530'KM (0.10 MI) ON TH PAVED AIRPLAND PARKING RAMP AND MAIN CONNECTING
 KU4530'TAXIWAY TO THE STATION ON THE RIGHT, JUST AFTER CROSSING THE PARALLEL
 KU4530'TAXIWAY.
 KU4530'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 KU4530'GROUND DRIVEN UNTIL THE SLOW DRIVING TIME WAS MET AT A DEPTH OF 45.1
 KU4530'METERS IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER
 KU4530'ENCASED INA PVC PIPE COVERED BY A STANDARD NGS LOGO CAP
 KU4530'STAMPED---BROOKPORT 1988---, FLUSH WITH THE GROUND.  LOCATED 73.0 M
 KU4530'(239.5 FT) SOUTHWEEST FROM THE SOUTHWEST EDGE OF THE CONCRETE RUNWAY
 KU4530'15-33, 54.0 M (177.2 FT) NORTHWEST FROM THE WINDSOCK, 31.0 M
 KU4530'(101.7 FT) SOUTHEAST FROM THE CENTER OF THE CONNECTING TAXIWAY, AND
 KU4530'20.8 M (68.2 FT) NORTHEAST FROM THE CENTER OF THE PARALLEL TAXIWAY.
 KU4530'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KU4530
 KU4530                          STATION RECOVERY (2000)
 KU4530
 KU4530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU4530'RECOVERED IN GOOD CONDITION.
 KU4530
 KU4530                          STATION RECOVERY (2001)
 KU4530
 KU4530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (DH)
 KU4530'RECOVERD AS DESCRIBED. OCCUPATIONS DURING 2001 NY FBN-CBN SURVEY
 KU4530'SHOULD CORRECT 3-M
 KU4530'ERROR IN POSITION FROM ORIGINAL 1986 SURVEY.
 KU4530' 
 KU4530'
 KU4530
 KU4530                          STATION RECOVERY (2003)
 KU4530
 KU4530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (VCP)
 KU4530'THE STATION IS LOCATED ABOUT 3.2 KM NORTH OF THE TOWN OF SHIRLEY, AT
 KU4530'THE BROOKHAVEN
 KU4530'MUNICIPAL AIRPORT, IN A GRASS AREA IN THE EAST QUADRANT OF THE
 KU4530'JUNCTION OF PARALLEL
 KU4530'TAXIWAY L AND CONECTOR TAXIWAY E IN FRONT OF THE TERMINAL.
 KU4530'OWNERSHIP--TOWN OF BROOKHAVEN,   PASQUALE PULSONETTI, BROOKHAVEN
 KU4530'AIRPORT, DAWN
 KU4530'DRIVE SHIRLEY NEW YORK, 11967.   AIRPORT MANAGER.  PHONE NUMBER,
 KU4530'516-281-5100.
 KU4530'TO REACH THE STATION FROM THE  JUNCTION OF STATE HIGHWAY 27 , EXIT 58,
 KU4530'AND COUNTY ROAD
 KU4530'46, WILLIAM FLOYD PARKWAY, GO NORTH 1.0 KM ALONG ROAD 46 TO A PAVED
 KU4530'CROSS ROAD, DAWN
 KU4530'DRIVE.  TURN RIGHT, EAST, GO GO 0.7 KM ON DAWN DRIVE TO THE AIRPORT
 KU4530'ENTRANCE DRIVE ON
 KU4530'THE LEFT, TURN LEFT, NORTH, GO 0.2 KM ALONG THE ENTRANCE DRIVE,  NEED
 KU4530'PERMISSION TO PASS
 KU4530'THRU GATE,   THEN GO NORTH EAST 0.2 KM OVER THE PARKING RAMP TO THE
 KU4530'JUNCTION  OF
 KU4530'TAXIWAY L  AND TAXIWAY E.  TO THE STATION ON THE RIGHT.
 KU4530'THE STATION IS 73 M SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE
 KU4530'RUNWAY,  54.0 M
 KU4530'NORTHWEST OF THE WINDSOCK, 31.0 M SOUTHEAST OF THE CENTER LINE OF THE
 KU4530'CONNECTING
 KU4530'TAXIWAY E, 20.8 M NORTHEAST OF THE CENTER OF PARALLEL TAXIWAY L, 9.1 M
 KU4530'SOUTHEAST OF THE
 KU4530'SOUTHEAST END  OF TAXIWAY E-L- TAXI SIGN,  6.4 M  SOUTH OF THE
 KU4530'NORTHEAST END OF L-E TAXI
 KU4530'SIGN, AND 0.3 M BELOW THE LEVEL OF THE TAXIWAYS.
 KU4530'NOTE--ACCESS TO THE DATUM POINT IS THRU A 5-INCH LOGO CAP.  THIS IS A
 KU4530'SECONDARY AIRPORT
 KU4530'CONTROL STATION, --SACS.
 KU4530' 
 KU4530' 
 KU4530' 
 KU4530' 
 KU4530'
 KU4530
 KU4530                          STATION RECOVERY (2003)
 KU4530
 KU4530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SWA)
 KU4530'RECOVERED AS DESCRIBED
 KU4530'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4531 ***********************************************************************
 KU4531  CBN         -  This is a Cooperative Base Network Control Station.
 KU4531  PACS        -  This is a Primary Airport Control Station.
 KU4531  DESIGNATION -  BROOKPORT AZ MK
 KU4531  PID         -  KU4531
 KU4531  STATE/COUNTY-  NY/SUFFOLK
 KU4531  USGS QUAD   -  MORICHES (1967)
 KU4531
 KU4531                         *CURRENT SURVEY CONTROL
 KU4531  ___________________________________________________________________
 KU4531* NAD 83(1996)-  40 49 17.16759(N)    072 52 19.04897(W)     ADJUSTED  
 KU4531* NAVD 88     -        20.64   (meters)      67.7    (feet)  GPS OBS   
 KU4531  ___________________________________________________________________
 KU4531  X           -   1,423,525.173 (meters)                     COMP
 KU4531  Y           -  -4,619,195.510 (meters)                     COMP
 KU4531  Z           -   4,147,430.053 (meters)                     COMP
 KU4531  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 KU4531  ELLIP HEIGHT-         -10.74  (meters)          (09/18/02) GPS OBS
 KU4531  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU4531
 KU4531  HORZ ORDER  -  A
 KU4531  ELLP ORDER  -  FOURTH    CLASS II
 KU4531
 KU4531.This mark is at Brookhaven Airport (HWV)
 KU4531
 KU4531.The horizontal coordinates were established by GPS observations
 KU4531.and adjusted by the National Geodetic Survey in September 2002..
 KU4531
 KU4531.The orthometric height was determined by GPS observations and a
 KU4531.high-resolution geoid model.
 KU4531
 KU4531.GPS derived orthometric heights for airport stations designated as
 KU4531.PACS or SACS are published to 2 decimal places.  This maintains
 KU4531.centimeter relative accuracy between the PACS and SACS.  It does
 KU4531.not indicate centimeter accuracy relative to other marks which are
 KU4531.part of the NAVD 88 network.
 KU4531
 KU4531.Photographs are available for this station.
 KU4531
 KU4531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4531
 KU4531.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4531
 KU4531.The ellipsoidal height was determined by GPS observations
 KU4531.and is referenced to NAD 83.
 KU4531
 KU4531.The geoid height was determined by GEOID03.
 KU4531
 KU4531;                    North         East     Units Scale Factor Converg.
 KU4531;SPC NY L     -    73,322.383   395,160.590   MT  0.99999502   +0 44 16.2
 KU4531;SPC NY L     -   240,558.52  1,296,456.04   sFT  0.99999502   +0 44 16.2
 KU4531;UTM  18      - 4,521,114.142   679,459.802   MT  0.99999641   +1 23 29.3
 KU4531
 KU4531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4531!SPC NY L     -   1.00000168  x   0.99999502  =   0.99999670
 KU4531!UTM  18      -   1.00000168  x   0.99999641  =   0.99999809
 KU4531
 KU4531:                Primary Azimuth Mark                     Grid Az
 KU4531:SPC NY L     -  BROOKPORT                                134 50 42.5
 KU4531:UTM  18      -  BROOKPORT                                134 11 29.4
 KU4531
 KU4531|---------------------------------------------------------------------|
 KU4531| PID    Reference Object                     Distance      Geod. Az  |
 KU4531|                                                           dddmmss.s |
 KU4531| KU4530 BROOKPORT                           APPROX. 0.7 KM 1353458.7 |
 KU4531|---------------------------------------------------------------------|
 KU4531
 KU4531                          SUPERSEDED SURVEY CONTROL
 KU4531
 KU4531  NAD 83(1996)-  40 49 17.25292(N)    072 52 19.01750(W) AD(       ) 3
 KU4531  ELLIP H (01/11/99)  -13.27   (m)                       GP(       ) 4 1
 KU4531  NAD 83(1996)-  40 49 17.25295(N)    072 52 19.01754(W) AD(       ) 3
 KU4531  NAD 83(1992)-  40 49 17.25157(N)    072 52 19.01678(W) AD(       ) 3
 KU4531  NAD 83(1986)-  40 49 17.25272(N)    072 52 19.02274(W) AD(       ) 3
 KU4531  NAD 27      -  40 49 16.89581(N)    072 52 20.66006(W) AD(       ) 3
 KU4531  NGVD 29 (03/22/89)   17.9    (m)           59.     (f) GPS OBS        
 KU4531
 KU4531.Superseded values are not recommended for survey control.
 KU4531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4531.See file dsdata.txt to determine how the superseded data were derived.
 KU4531
 KU4531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7946021114(NAD 83)
 KU4531_MARKER: F = FLANGE-ENCASED ROD
 KU4531_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU4531_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU4531_STAMPING: BROOKPORT AZ MK 1988
 KU4531_MARK LOGO: NGS   
 KU4531_PROJECTION: FLUSH
 KU4531_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU4531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4531+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 KU4531_ROD/PIPE-DEPTH: 42.7 meters
 KU4531_SLEEVE-DEPTH  : 1.00 meters
 KU4531
 KU4531  HISTORY     - Date     Condition        Report By
 KU4531  HISTORY     - 1988     MONUMENTED       NGS
 KU4531  HISTORY     - 20000916 GOOD             LOCENG
 KU4531  HISTORY     - 20010716 GOOD             LOCENG
 KU4531  HISTORY     - 20030314 GOOD             NGS
 KU4531  HISTORY     - 20030317 GOOD             NGS
 KU4531  HISTORY     - 20030611 GOOD             NGS
 KU4531
 KU4531                          STATION DESCRIPTION
 KU4531
 KU4531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KU4531'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE TOWN OF
 KU4531'SHIRLEY, AT THE BROOKHAVEN MUNICIPAL AIRPORT, IN A SQUARE GRASS AREA
 KU4531'IN THE NORTH CORNR OF THE JUNCTION OF THE PARALLEL TAXIWAYS AT THE
 KU4531'SOUTHWEST END OF RUNWAY 6-24.
 KU4531'OWNERSHIP--TOWN OF BROOKHAVEN, C/O JOHN RAUH DIRECTOR OF STREET
 KU4531'LIGHTING AND GENERAL AVIATION, DAWN DRIVE, SHIRLEY NY 11967.  PHONE
 KU4531'516-281-5100.
 KU4531'TO REACH THE STATION FROM THE NORTH END OF THE CONCRETE BRIDGE OVER
 KU4531'STATE HIGHWAY 27, EXIT 58, AT THE JUNCTION OF COUNTY ROAD 46, WILLIAM
 KU4531'FLOYD PARKWAY, GO NORTH FOR 1.0 KM (0.60 MI) ON COUNTY ROAD 46 TO A
 KU4531'PAVED CROSSROAD, DAWN DRIVE.  TURN RIGHT AND GO EAST FOR 0.7 KM
 KU4531'(0.45 MI) ON DAWN DRIVE TO THE PAVED AIRPORT ENTRANCE DRIVE ON THE
 KU4531'LEFT.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE DRIVE TO A
 KU4531'GATE AT THE NORTHWEST CORNER OF THE TERMINAL BUILDING.  PASS THROUGH
 KU4531'THE GATE, A KEY CARD IS NEEDED FOR THE GATE, AND GO NORTHEAST FOR 0.2
 KU4531'KM (0.10 MI) ON TH PAVE AIRPLANE PARKING RAMP AND MAIN CONNECTING
 KU4531'TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.6
 KU4531'KM (0.35 MI) TO THE STATION ON THE RIGHT, JUST PASS THE JUNCTION OF
 KU4531'THE OTHER PARALLEL TAXIWAY.
 KU4531'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 KU4531'GROUND DRIVEN UNTIL THE SLOW DRIVING RATE WAS MET AT A DEPTH OF 42.7
 KU4531'METERS IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER
 KU4531'ENCASED IN A PVC PIPE COVERED BY A STANDARD NGS LOGO CAP
 KU4531'STAMPED---BROOKPORT AZ MK 1988---, FLUSH WITH THE GROUND.  LOCATED
 KU4531'69.8 M (229.0 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 6-24, 46.2 M
 KU4531'(151.6 FT) NORTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY ALONG
 KU4531'RUNWAY 6-24, 27.6 M (90.6 FT) NORTHEAST FROM THE CENTER OF THE
 KU4531'PARALLEL TAXIWAY ALONG RUNWAY 15-33, AND 22.2 M (72.8 FT) SOUTH FROM
 KU4531'THE SOUTH CORNER OF AN IRON GRATE COVER FOR A DRAIN.
 KU4531'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KU4531
 KU4531                          STATION RECOVERY (2000)
 KU4531
 KU4531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU4531'RECOVERED IN GOOD CONDITION.
 KU4531
 KU4531                          STATION RECOVERY (2001)
 KU4531
 KU4531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (DH)
 KU4531'RECOVERD AS DESCRIBED. OCCUPATIONS DURING 2001 NY FBN-CBN SURVEY
 KU4531'SHOULD CORRECT 3-M
 KU4531'ERROR IN POSITION FROM ORIGINAL 1986 SURVEY.
 KU4531' 
 KU4531' 
 KU4531'
 KU4531
 KU4531                          STATION RECOVERY (2003)
 KU4531
 KU4531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (VCP)
 KU4531'RECOVERED AS DESCRIBED.
 KU4531
 KU4531                          STATION RECOVERY (2003)
 KU4531
 KU4531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (VCP)
 KU4531'THE STATION IS LOCATED ABOUT 3.2 KM NORTH OF THE TOWN OF SHIRLEY, AT
 KU4531'THE BROOKHAVEN
 KU4531'MUNICIPAL AIRPORT, IN A SQUARE GRASS AREA IN THE NORTH CORNER OF THE
 KU4531'JUNCTION OF
 KU4531'THE PARALLEL TAXIWAYS AT THE SOUTHWEST END OF RUNWAY 6-24.
 KU4531'OWNERSHIP--TOWN OF BROOKHAVEN,   PASQUALE PULSONETTI, BROOKHAVEN
 KU4531'AIRPORT, DAWN
 KU4531'DRIVE SHIRLEY NEW YORK, 11967.   AIRPORT MANAGER.  PHONE NUMBER,
 KU4531'516-281-5100.
 KU4531'TO REACH THE STATION FROM THE  JUNCTION OF STATE HIGHWAY 27 , EXIT 58,
 KU4531'AND COUNTY ROAD
 KU4531'46, WILLIAM FLOYD PARKWAY, GO NORTH 1.0 KM ALONG ROAD 46 TO A PAVED
 KU4531'CROSS ROAD, DAWN
 KU4531'DRIVE.  TURN RIGHT, EAST, GO GO 0.7 KM ON DAWN DRIVE TO THE AIRPORT
 KU4531'ENTRANCE DRIVE ON
 KU4531'THE LEFT, TURN LEFT, NORTH, GO 0.2 KM ALONG THE ENTRANCE DRIVE,  NEED
 KU4531'PERMISSION TO PASS
 KU4531'THRU GATE,   THEN GO NORTH EAST 0.2 KM OVER THE PARKING RAMP THE
 KU4531'JUNCTION  OF TAXIWAY L
 KU4531'AND TAXIWAY E.  TURN LEFT, NORTHWEST, GO 0.6 KM ALONG TAXIWAY L TO THE
 KU4531'STATION ON THE
 KU4531'RIGHT. JUST PAST TAXI WAY A.
 KU4531'THE STATION IS 69.8 M SOUTHEAST OF THE CENTER OF RUNWAY 6-24, 46.2 M
 KU4531'NORTHWEST OF THE
 KU4531'CENTER LINE OF TAXIWAY A, 27.6 M NORTHEAST OF THE CENTER LINE OF
 KU4531'TAXIWAY L. 22.2 M SOUTH
 KU4531'OF THE SOUTH CORNER OF AN IRON GRATE ON TOP OF A STORM DRAIN, AND 0.4
 KU4531'M BELOW THE LEVEL
 KU4531'OF THE TAXIWAYS.
 KU4531'NOTE--ACCESS TO THE DATUM POINT IS THRU A 5-INCH LOGO CAP.  THIS IS A
 KU4531'PRIMARY AIRPORT
 KU4531'CONTROL STATION, --PACS.
 KU4531' 
 KU4531' 
 KU4531' 
 KU4531'
 KU4531
 KU4531                          STATION RECOVERY (2003)
 KU4531
 KU4531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SWA)
 KU4531'RECOVERED AS DESCRIBED
 KU4531'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0223 ***********************************************************************
 OE0223  DESIGNATION -  BROOKS
 OE0223  PID         -  OE0223
 OE0223  STATE/COUNTY-  NY/SARATOGA
 OE0223  USGS QUAD   -  NORTHVILLE (1970)
 OE0223
 OE0223                         *CURRENT SURVEY CONTROL
 OE0223  ___________________________________________________________________
 OE0223* NAD 83(1986)-  43 13 06.     (N)    074 08 01.     (W)     SCALED    
 OE0223* NAVD 88     -       321.154  (meters)    1053.65   (feet)  ADJUSTED  
 OE0223  ___________________________________________________________________
 OE0223  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OE0223  DYNAMIC HT  -         321.074 (meters)    1053.39  (feet)  COMP
 OE0223  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 OE0223
 OE0223  VERT ORDER  -  SECOND    CLASS 0
 OE0223
 OE0223.The horizontal coordinates were scaled from a topographic map and have
 OE0223.an estimated accuracy of +/- 6 seconds.
 OE0223
 OE0223.The orthometric height was determined by differential leveling
 OE0223.and adjusted by the National Geodetic Survey in June 1991..
 OE0223
 OE0223.The geoid height was determined by GEOID03.
 OE0223
 OE0223.The dynamic height is computed by dividing the NAVD 88
 OE0223.geopotential number by the normal gravity value computed on the
 OE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0223.degrees latitude (g = 980.6199 gals.).
 OE0223
 OE0223.The modeled gravity was interpolated from observed gravity values.
 OE0223
 OE0223;                    North         East    Units  Estimated Accuracy
 OE0223;SPC NY E     -   486,990.      179,770.      MT  (+/- 180 meters Scaled)
 OE0223
 OE0223                          SUPERSEDED SURVEY CONTROL
 OE0223
 OE0223  NGVD 29 (??/??/92)  321.274  (m)         1054.05   (f) ADJ UNCH    2 0
 OE0223
 OE0223.Superseded values are not recommended for survey control.
 OE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0223.See file dsdata.txt to determine how the superseded data were derived.
 OE0223
 OE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN703854(NAD 83)
 OE0223_MARKER: DB = BENCH MARK DISK
 OE0223_SETTING: 66 = SET IN ROCK OUTCROP
 OE0223_SP_SET: ROCK OUTCROP
 OE0223_STAMPING: BROOKS 1955
 OE0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0223+STABILITY: POSITION/ELEVATION WELL
 OE0223
 OE0223  HISTORY     - Date     Condition        Report By
 OE0223  HISTORY     - 1955     MONUMENTED       CGS
 OE0223
 OE0223                          STATION DESCRIPTION
 OE0223
 OE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OE0223'2.75 MI SE FROM NORTHVILLE.
 OE0223'ABOUT 2.75 MILES SOUTHEAST ALONG HADLEY ROAD FROM THE INTERSECTION OF
 OE0223'BRIDGE STREET AT NORTHVILLE, 1.55 MILES WEST OF THE METHODIST CHURCH
 OE0223'AT EDINBURG, AT A SHALLOW CUT, IN THE TOP OF OUTCROPPING ROCK, 21 FEET
 OE0223'SOUTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF POWER POLE
 OE0223'L-12-85 AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2077 ***********************************************************************
 NB2077  DESIGNATION -  BROOKS
 NB2077  PID         -  NB2077
 NB2077  STATE/COUNTY-  NY/GENESEE
 NB2077  USGS QUAD   -  LE ROY (1976)
 NB2077
 NB2077                         *CURRENT SURVEY CONTROL
 NB2077  ___________________________________________________________________
 NB2077* NAD 83(1996)-  42 53 57.38419(N)    077 59 25.14901(W)     ADJUSTED  
 NB2077* NAVD 88     -       348.0    (meters)    1142.     (feet)  VERTCON   
 NB2077  ___________________________________________________________________
 NB2077  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NB2077  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NB2077
 NB2077  HORZ ORDER  -  SECOND
 NB2077
 NB2077.The horizontal coordinates were established by classical geodetic methods
 NB2077.and adjusted by the National Geodetic Survey in January 1999..
 NB2077
 NB2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2077
 NB2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2077
 NB2077.The geoid height was determined by GEOID03.
 NB2077
 NB2077;                    North         East     Units Scale Factor Converg.
 NB2077;SPC NY W     -   322,151.443   398,430.899   MT  0.99996635   +0 24 13.2
 NB2077;SPC NY W     - 1,056,925.19  1,307,185.37   sFT  0.99996635   +0 24 13.2
 NB2077;UTM  18      - 4,753,968.243   255,857.963   MT  1.00033335   -2 02 11.6
 NB2077;UTM  17      - 4,754,024.641   745,722.911   MT  1.00034288   +2 02 59.1
 NB2077
 NB2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2077!SPC NY W     -   0.99995079  x   0.99996635  =   0.99991714
 NB2077!UTM  18      -   0.99995079  x   1.00033335  =   1.00028412
 NB2077!UTM  17      -   0.99995079  x   1.00034288  =   1.00029365
 NB2077
 NB2077|---------------------------------------------------------------------|
 NB2077| PID    Reference Object                     Distance      Geod. Az  |
 NB2077|                                                           dddmmss.s |
 NB2077| NB2078 BRADLEY                              14.080 METERS 00156     |
 NB2077| DA1592 BROOKS RM 2                                        0830123.7 |
 NB2077| DA1591 BROOKS RM 1                           8.992 METERS 18051     |
 NB2077|---------------------------------------------------------------------|
 NB2077
 NB2077                          SUPERSEDED SURVEY CONTROL
 NB2077
 NB2077  NAD 83(1986)-  42 53 57.39096(N)    077 59 25.14631(W) AD(       ) 2
 NB2077  NAD 27      -  42 53 57.17483(N)    077 59 26.11507(W) AD(       ) 2
 NB2077  NGVD 29 (07/19/86)  348.2    (m)         1142.     (f) VERT ANG       
 NB2077
 NB2077.Superseded values are not recommended for survey control.
 NB2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2077.See file dsdata.txt to determine how the superseded data were derived.
 NB2077
 NB2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN5585853968(NAD 83)
 NB2077_MARKER: DS = TRIANGULATION STATION DISK
 NB2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB2077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NB2077
 NB2077  HISTORY     - Date     Condition        Report By
 NB2077  HISTORY     - 1973     MONUMENTED       NGS
 NB2077  HISTORY     - 1985     GOOD             LOCENG
 NB2077
 NB2077                          STATION DESCRIPTION
 NB2077
 NB2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NB2077'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF BATAVIA, 5
 NB2077'MILES SOUTH OF LEROY, 2-1/2 MILES NORTHEAST OF PAVILION AND ON
 NB2077'PROPERTY OWNED BY MR. BROOKS.
 NB2077'
 NB2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NB2077'STATE HIGHWAY 19 JUST EAST OF PAVILION CENTER, GO EAST ON
 NB2077'U.S. HIGHWAY 20 FOR 2 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NB2077'SOUTH ON SOUTH STREET ROAD FOR 0.85 MILE TO A FARM HOUSE AND A
 NB2077'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY
 NB2077'FOR 0.05 MILE TO REFERENCE MARK 2 ON THE LEFT.  CONTINUE WEST
 NB2077'FOR 0.5 MILE TO THE BASE OF A RIDGE.  TURN RIGHT AND GO NORTH
 NB2077'AND WEST FOR 0.05 MILE TO THE NORTH END OF A RIDGE.  TURN LEFT
 NB2077'AND GO SOUTH TO THE TOP OF THE RIDGE AND THE STATION LOCATED IN
 NB2077'THE CENTER OF THE RIDGE.
 NB2077'
 NB2077'STATION MARKS ARE STAMPED BROOKS 1973.  THE SURFACE MARK IS A
 NB2077'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 NB2077'THE GROUND.  IT IS 47 FEET SOUTH OF A 2-INCH PIPE, 20 FEET WEST OF
 NB2077'THE CENTER OF THE RIDGE AND 5.8 FEET EAST OF A METAL WITNESS POST.
 NB2077'
 NB2077'REFERENCE MARK 1, STAMPED BROOKS NO 1 1973, IS A STANDARD DISK
 NB2077'SET IN THE TOP OF ROUND CONCRETE POST FLUSH WITH THE
 NB2077'GROUND.  IT IS 30 FEET NORTH OF A METAL WITNESS POST AND 20 FEET
 NB2077'WEST OF THE CENTER OF THE RIDGE.
 NB2077'
 NB2077'REFERENCE MARK 2, STAMPED BROOKS NO 2 1973, IS A STANDARD DISK
 NB2077'SET IN A DRILL HOLE IN A CONCRETE SLAB.  IT IS SET IN THE NORTHEAST
 NB2077'CORNER OF A 6 FOOT SQUARE CONCRETE SLAB ABOUT 11 FEET SOUTH OF THE
 NB2077'CENTER OF THE DRIVEWAY.
 NB2077'
 NB2077'BRADLEY (USE), STAMPED BRADLEY, IS A U.S. ENGINEERS DEPARTMENT
 NB2077'SURVEY DISK.  IT IS SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 NB2077'POST FLUSH WITH THE GROUND.  IT IS 48 FEET NORTH OF A METAL
 NB2077'WITNESS POST, 20 FEET WEST OF THE CENTER OF THE RIDGE AND 0.6 FOOT
 NB2077'SOUTH OF A 2-INCH PIPE.
 NB2077'
 NB2077'HEIGHT OF LIGHT ABOVE STATION MARK 2.1 METERS.
 NB2077
 NB2077                          STATION RECOVERY (1985)
 NB2077
 NB2077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JEM)
 NB2077'BROOKS FOUND GOOD.
 NB2077'
 NB2077'R.M. 1 FOUND GOOD.
 NB2077'
 NB2077'R.M. 2 FOUND GOOD.
 NB2077'
 NB2077'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NORTHEAST OF
 NB2077'PAVILION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2223 ***********************************************************************
 OF2223  DESIGNATION -  BROOKS 1925
 OF2223  PID         -  OF2223
 OF2223  STATE/COUNTY-  NY/MONROE
 OF2223  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2223
 OF2223                         *CURRENT SURVEY CONTROL
 OF2223  ___________________________________________________________________
 OF2223* NAD 83(1996)-  43 07 50.23925(N)    077 38 10.03305(W)     ADJUSTED  
 OF2223* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 OF2223  ___________________________________________________________________
 OF2223  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 OF2223  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF2223
 OF2223  HORZ ORDER  -  SECOND
 OF2223
 OF2223.The horizontal coordinates were established by classical geodetic methods
 OF2223.and adjusted by the National Geodetic Survey in January 1999..
 OF2223
 OF2223.The orthometric height was scaled from a topographic map.
 OF2223
 OF2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2223
 OF2223.The geoid height was determined by GEOID03.
 OF2223
 OF2223;                    North         East     Units Scale Factor Converg.
 OF2223;SPC NY W     -   348,115.991   427,068.275   MT  1.00001054   +0 38 51.4
 OF2223;SPC NY W     - 1,142,110.55  1,401,139.83   sFT  1.00001054   +0 38 51.4
 OF2223;UTM  18      - 4,778,693.732   285,584.838   MT  1.00016559   -1 48 10.5
 OF2223
 OF2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2223!SPC NY W     -   0.99998034  x   1.00001054  =   0.99999088
 OF2223!UTM  18      -   0.99998034  x   1.00016559  =   1.00014593
 OF2223
 OF2223:                Primary Azimuth Mark                     Grid Az
 OF2223:SPC NY W     -  TERRACE 1925                             359 28 28.7
 OF2223:UTM  18      -  TERRACE 1925                             001 55 30.6
 OF2223
 OF2223|---------------------------------------------------------------------|
 OF2223| PID    Reference Object                     Distance      Geod. Az  |
 OF2223|                                                           dddmmss.s |
 OF2223| OF2256 TERRACE 1925                        APPROX. 0.6 KM 0000720.1 |
 OF2223| OF2225 SIPE 1925                           234.761 METERS 19752     |
 OF2223|---------------------------------------------------------------------|
 OF2223
 OF2223                          SUPERSEDED SURVEY CONTROL
 OF2223
 OF2223  NAD 83(1986)-  43 07 50.24770(N)    077 38 10.02910(W) AD(       ) 2
 OF2223  NAD 27      -  43 07 50.02500(N)    077 38 11.02200(W) AD(       ) 2
 OF2223
 OF2223.Superseded values are not recommended for survey control.
 OF2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2223.See file dsdata.txt to determine how the superseded data were derived.
 OF2223
 OF2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8558578694(NAD 83)
 OF2223
 OF2223  HISTORY     - Date     Condition        Report By
 OF2223  HISTORY     - 1925     MONUMENTED       CGS
 OF2223  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2223  HISTORY     - 20030130 GOOD             SEAR
 OF2223
 OF2223                          STATION DESCRIPTION
 OF2223
 OF2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2223'IN ROCHESTER, 0.33 METER EAST OF THE EAST EDGE OF THE SIDEWALK ON
 OF2223'THE EAST SIDE OF GENESEE STREET, 3.92 METERS EAST OF THE EAST
 OF2223'CURB, ABOUT 55 METERS SOUTH OF BROOKS AVENUE, 13.87 METERS
 OF2223'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AT NO.998
 OF2223'GENESEE STREET, AND 17.33 METERS NORTH OF THE NORTH EDGE OF
 OF2223'THE WALK LEADING TO THE FRONT DOOR OF THE HOUSE.  STATION IS SET
 OF2223'AS DESCRIBED IN NOTE C.
 OF2223
 OF2223                          STATION RECOVERY (1977)
 OF2223
 OF2223'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2223'BROOKS RECOVERED IN GOOD CONDITION.
 OF2223
 OF2223                          STATION RECOVERY (2003)
 OF2223
 OF2223'RECOVERY NOTE BY SEAR-BROWN 2003 (MJG)
 OF2223'THE HOUSE AT 998 BROOKS AVE. AND THE SIDEWALK TO IT HAVE BEEN
 OF2223'DEMOLISHED AND REPLACED WITH A ONE STORY MASONRY BUILDING. THE
 OF2223'BUILDING CURRENTLY HOUSES A POLICE DEPT. SUB-STATION. THE MONUMENT IS
 OF2223'ABOUT 7.8 METERS NORTHWESTERLY OF THE NORTHWEST CORNER OF THE
 OF2223'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3400 ***********************************************************************
 LW3400  DESIGNATION -  BROOKS POINT 1934
 LW3400  PID         -  LW3400
 LW3400  STATE/COUNTY-  NY/SUFFOLK
 LW3400  USGS QUAD   -  MYSTIC (1984)
 LW3400
 LW3400                         *CURRENT SURVEY CONTROL
 LW3400  ___________________________________________________________________
 LW3400* NAD 83(1996)-  41 17 01.05684(N)    071 57 59.33332(W)     ADJUSTED  
 LW3400* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 LW3400  ___________________________________________________________________
 LW3400  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LW3400  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW3400
 LW3400  HORZ ORDER  -  THIRD
 LW3400
 LW3400.The horizontal coordinates were established by classical geodetic methods
 LW3400.and adjusted by the National Geodetic Survey in January 1999..
 LW3400
 LW3400.The orthometric height was scaled from a topographic map.
 LW3400
 LW3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3400
 LW3400.The geoid height was determined by GEOID03.
 LW3400
 LW3400;                    North         East     Units Scale Factor Converg.
 LW3400;SPC NY L     -   126,015.792   470,343.638   MT  1.00002348   +1 19 48.3
 LW3400;SPC NY L     -   413,436.81  1,543,119.09   sFT  1.00002348   +1 19 48.3
 LW3400;SPC CT       -   202,706.244   370,437.305   MT  0.99999261   +0 31 10.3
 LW3400;SPC CT       -   665,045.40  1,215,343.06   sFT  0.99999261   +0 31 10.3
 LW3400;UTM  19      - 4,574,488.341   251,572.349   MT  1.00035961   -1 57 29.7
 LW3400;UTM  18      - 4,574,682.487   754,042.339   MT  1.00039434   +2 00 09.2
 LW3400
 LW3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3400!SPC NY L     -   1.00000299  x   1.00002348  =   1.00002647
 LW3400!SPC CT       -   1.00000299  x   0.99999261  =   0.99999560
 LW3400!UTM  19      -   1.00000299  x   1.00035961  =   1.00036260
 LW3400!UTM  18      -   1.00000299  x   1.00039434  =   1.00039733
 LW3400
 LW3400                          SUPERSEDED SURVEY CONTROL
 LW3400
 LW3400  NAD 83(1996)-  41 17 01.05685(N)    071 57 59.33333(W) AD(       ) 3
 LW3400  NAD 83(1992)-  41 17 01.05562(N)    071 57 59.33241(W) AD(       ) 3
 LW3400  NAD 83(1986)-  41 17 01.05567(N)    071 57 59.33751(W) AD(       ) 3
 LW3400  NAD 27      -  41 17 00.69900(N)    071 58 01.07700(W) AD(       ) 3
 LW3400
 LW3400.Superseded values are not recommended for survey control.
 LW3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3400.See file dsdata.txt to determine how the superseded data were derived.
 LW3400
 LW3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5157274488(NAD 83)
 LW3400_MARKER: DS = TRIANGULATION STATION DISK
 LW3400_SETTING: 80 = SET IN A BOULDER
 LW3400_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3400+STABILITY: SURFACE MOTION
 LW3400
 LW3400  HISTORY     - Date     Condition        Report By
 LW3400  HISTORY     - 1934     MONUMENTED       CGS
 LW3400  HISTORY     - 1948     GOOD             CGS
 LW3400  HISTORY     - 1954     GOOD             CGS
 LW3400  HISTORY     - 20011212 MARK NOT FOUND   USPSQD
 LW3400
 LW3400                          STATION DESCRIPTION
 LW3400
 LW3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3400'THE STATION IS LOCATED ON THE N SIDE OF FISHERS ISLAND ON WHAT
 LW3400'IS KNOWN AS BROOKS POINT, AND JUST E OF CHOCOMOUNT COVE.  IT IS
 LW3400'MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A LARGE
 LW3400'BOULDER ON THE EASTERN SLOPE OF THE HIGHEST PART OF THE HILL,
 LW3400'ABOUT 120 METERS SOUTHERLY OF THE SHORE LINE.
 LW3400'
 LW3400'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LW3400'A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND NO.2
 LW3400'ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN NOTE
 LW3400'12C.
 LW3400'
 LW3400'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN A DRILL HOLE IN A
 LW3400'LARGE BOULDER S 20 DEG E OF THE STATION.  REFERENCE
 LW3400'MARK NO.2 IS A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A
 LW3400'SMALL BOULDER S 45 DEG W OF THE STATION.
 LW3400'
 LW3400'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3400
 LW3400                          STATION RECOVERY (1948)
 LW3400
 LW3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3400'STATION RECOVERED IN GOOD CONDITION, BUT IT IS APPROXIMATELY 300
 LW3400'METERS FROM WATER, INSTEAD OF 120 METERS AS ORIGINALLY DESCRIBED.
 LW3400
 LW3400                          STATION RECOVERY (1954)
 LW3400
 LW3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3400'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 LW3400'DESCRIPTION WITH 1948 CORRECTION BY R.J.S. ADEQUATE AND COMPLETE.
 LW3400
 LW3400                          STATION RECOVERY (2001)
 LW3400
 LW3400'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3400'BELIEVED DESTROYED BY LAND CLEARING AND ROAD BUILDING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2202 ***********************************************************************
 PH2202  DESIGNATION -  BROOKS PT USLS
 PH2202  PID         -  PH2202
 PH2202  STATE/COUNTY-  NY/ST LAWRENCE
 PH2202  USGS QUAD   -  EDWARDSVILLE (1980)
 PH2202
 PH2202                         *CURRENT SURVEY CONTROL
 PH2202  ___________________________________________________________________
 PH2202* NAD 83(1996)-  44 36 54.50360(N)    075 36 36.41618(W)     ADJUSTED  
 PH2202* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2202  ___________________________________________________________________
 PH2202  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 PH2202  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 PH2202
 PH2202  HORZ ORDER  -  THIRD
 PH2202
 PH2202.The horizontal coordinates were established by classical geodetic methods
 PH2202.and adjusted by the National Geodetic Survey in January 1999..
 PH2202
 PH2202.The orthometric height was scaled from a topographic map.
 PH2202
 PH2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2202
 PH2202.The geoid height was determined by GEOID03.
 PH2202
 PH2202;                    North         East     Units Scale Factor Converg.
 PH2202;SPC NY E     -   642,709.249    61,895.653   MT  0.99999543   -0 46 47.0
 PH2202;SPC NY E     - 2,108,621.93    203,069.32   sFT  0.99999543   -0 46 47.0
 PH2202;UTM  18      - 4,940,379.787   451,592.723   MT  0.99962882   -0 25 42.7
 PH2202
 PH2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2202!SPC NY E     -   0.99999320  x   0.99999543  =   0.99998863
 PH2202!UTM  18      -   0.99999320  x   0.99962882  =   0.99962202
 PH2202
 PH2202                          SUPERSEDED SURVEY CONTROL
 PH2202
 PH2202  NAD 83(1986)-  44 36 54.51097(N)    075 36 36.41675(W) AD(       ) 3
 PH2202  NAD 27      -  44 36 54.30000(N)    075 36 37.57800(W) AD(       ) 3
 PH2202
 PH2202.Superseded values are not recommended for survey control.
 PH2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2202.See file dsdata.txt to determine how the superseded data were derived.
 PH2202
 PH2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ5159340380(NAD 83)
 PH2202_MARKER: H = DRILL HOLE
 PH2202_SETTING: 80 = SET IN A BOULDER
 PH2202_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 PH2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2202+STABILITY: SURFACE MOTION
 PH2202
 PH2202  HISTORY     - Date     Condition        Report By
 PH2202  HISTORY     - 1873     MONUMENTED       USLS
 PH2202  HISTORY     - 1957     GOOD             IBC
 PH2202
 PH2202                          STATION DESCRIPTION
 PH2202
 PH2202'DESCRIBED BY US LAKE SURVEY 1873
 PH2202'ABOUT 2-3/4 MILES NORTHEAST OF MORRISTOWN, ON BROOKS POINT ON THE
 PH2202'SOUTH SHORE OF THE ST LAWRENCE RIVER.  THE STATION IS ON TOP OF A LOW
 PH2202'BANK ON THE BROAD ROCKY POINT, ABOUT 16 FEET FROM THE EDGE OF THE
 PH2202'BANK, ABOUT 27.9 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A COTTAGE,
 PH2202'AND ABOUT 325 FEET NORTHWEST OF A RAILROAD CROSSING.  IT IS 29.89
 PH2202'FEET WEST OF A DRILL HOLE WITHIN A TRIANGLE CUT ON A 3 BY 3 FOOT
 PH2202'BOULDER, 18.21 FEET SOUTH OF A DRILL HOLE WITHIN A TRIANGLE CUT ON A
 PH2202'2 BY 2 FOOT BOULDER ON THE BANK, 12.86 FEET EAST - SOUTHEAST OF A
 PH2202'DRILL HOLE WITHIN A TRIANGLE CUT ON A 3 BY 3 FOOT BOULDER ON THE BANK,
 PH2202'AND 1.38 FEET EAST OF A SQUARE HOLE IN A FLAT ROCK.  THE ELEVATION
 PH2202'ABOVE THE RIVER IS ABOUT 7 FEET.
 PH2202'
 PH2202'STATION MARK--A DRILL HOLE WITHIN A TRIANGLE BETWEEN THE LETTERS US
 PH2202'CUT IN A 3-1/2 BY 5 - INCH SANDSTONE POST SET 2 FEET UNDERGROUND.
 PH2202
 PH2202                          STATION RECOVERY (1957)
 PH2202
 PH2202'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2202'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2934 ***********************************************************************
 KU2934  DESIGNATION -  BROOKVILLE C W POST COLL CUP
 KU2934  PID         -  KU2934
 KU2934  STATE/COUNTY-  NY/NASSAU
 KU2934  USGS QUAD   -  HICKSVILLE (1979)
 KU2934
 KU2934                         *CURRENT SURVEY CONTROL
 KU2934  ___________________________________________________________________
 KU2934* NAD 83(1996)-  40 49 12.09052(N)    073 35 47.61261(W)     ADJUSTED  
 KU2934* NAVD 88     -                                                        
 KU2934  ___________________________________________________________________
 KU2934  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 KU2934  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KU2934
 KU2934  HORZ ORDER  -  THIRD
 KU2934
 KU2934.The horizontal coordinates were established by classical geodetic methods
 KU2934.and adjusted by the National Geodetic Survey in January 1999..
 KU2934
 KU2934
 KU2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2934
 KU2934.The geoid height was determined by GEOID03.
 KU2934
 KU2934;                    North         East     Units Scale Factor Converg.
 KU2934;SPC NY L     -    72,631.419   334,035.451   MT  0.99999504   +0 15 50.0
 KU2934;SPC NY L     -   238,291.58  1,095,914.64   sFT  0.99999504   +0 15 50.0
 KU2934;UTM  18      - 4,519,726.089   618,353.752   MT  0.99977241   +0 55 03.1
 KU2934
 KU2934                          SUPERSEDED SURVEY CONTROL
 KU2934
 KU2934  NAD 83(1996)-  40 49 12.09306(N)    073 35 47.61167(W) AD(       ) 4
 KU2934  NAD 83(1992)-  40 49 12.09270(N)    073 35 47.61121(W) AD(       ) 4
 KU2934  NAD 83(1986)-  40 49 12.09357(N)    073 35 47.61279(W) AD(       ) 4
 KU2934  NAD 27      -  40 49 11.73592(N)    073 35 49.15752(W) AD(       ) 3
 KU2934
 KU2934.Superseded values are not recommended for survey control.
 KU2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2934.See file dsdata.txt to determine how the superseded data were derived.
 KU2934
 KU2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1835419726(NAD 83)
 KU2934_MARKER: 86 = CUPOLA
 KU2934
 KU2934  HISTORY     - Date     Condition        Report By
 KU2934  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU2934  HISTORY     - 19920902 GOOD             USPSQD
 KU2934
 KU2934                          STATION DESCRIPTION
 KU2934
 KU2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2934'THE STATION IS LOCATED ON THE C.W. POST COLLEGE GROUNDS.  IT
 KU2934'IS REACHED BY PROCEEDING WEST ON NORTH HEMPSTEAD TURNPIKE,
 KU2934'(STATE ROUTE 25-A), FROM THE INTERSECTION OF CEDAR SWAMP
 KU2934'ROAD, (STATE ROUTE 107), A DISTANCE OF 0.55 MILE AND TURNING
 KU2934'SOUTH INTO COLLEGE GROUNDS FOR A DISTANCE OF 0.10 MILE TO
 KU2934'JOHN H. G. PELL HALL.  THE CUPOLA IS CENTERED OVER THE SOUTH
 KU2934'ENTRY OF A TWO-STORY BRICK BUILDING.
 KU2934'
 KU2934'AN ORNATE WEATHER VANE OF GOLD RESTS ON A SLATE-COLORED
 KU2934'METALLIC, TAPERED SECTION OF MANY SIDES.  THE NEXT SECTION
 KU2934'BELOW IS WHITE PANELLED, THE ALTERNATE SECTIONS OF WHICH
 KU2934'CONTAIN LOUVRES.  THIS SECTION RESTS ON A WHITE BASE OF WOOD
 KU2934'WITH VERTICAL LINES, AND IT ADJOINS THE ROOF LINE.  THE POINT
 KU2934'SIGHTED WAS THE TOP, CENTER OF THE CUPOLA.  THE HEIGHT OF THE
 KU2934'CUPOLA IS APPROXIMATELY 58 FEET.
 KU2934
 KU2934                          STATION RECOVERY (1992)
 KU2934
 KU2934'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2932 ***********************************************************************
 KU2932  DESIGNATION -  BROOKVILLE JERICHO DISTRICT TK
 KU2932  PID         -  KU2932
 KU2932  STATE/COUNTY-  NY/NASSAU
 KU2932  USGS QUAD   -  HICKSVILLE (1979)
 KU2932
 KU2932                         *CURRENT SURVEY CONTROL
 KU2932  ___________________________________________________________________
 KU2932* NAD 83(1996)-  40 48 45.59378(N)    073 34 39.53014(W)     ADJUSTED  
 KU2932* NAVD 88     -                                                        
 KU2932  ___________________________________________________________________
 KU2932  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 KU2932  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU2932
 KU2932  HORZ ORDER  -  THIRD
 KU2932
 KU2932.The horizontal coordinates were established by classical geodetic methods
 KU2932.and adjusted by the National Geodetic Survey in January 1999..
 KU2932
 KU2932
 KU2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2932
 KU2932.The geoid height was determined by GEOID03.
 KU2932
 KU2932;                    North         East     Units Scale Factor Converg.
 KU2932;SPC NY L     -    71,821.599   335,634.834   MT  0.99999511   +0 16 34.5
 KU2932;SPC NY L     -   235,634.70  1,101,161.95   sFT  0.99999511   +0 16 34.5
 KU2932;UTM  18      - 4,518,934.740   619,961.914   MT  0.99977713   +0 55 47.1
 KU2932
 KU2932                          SUPERSEDED SURVEY CONTROL
 KU2932
 KU2932  NAD 83(1996)-  40 48 45.59643(N)    073 34 39.52937(W) AD(       ) 4
 KU2932  NAD 83(1992)-  40 48 45.59612(N)    073 34 39.52892(W) AD(       ) 4
 KU2932  NAD 83(1986)-  40 48 45.59690(N)    073 34 39.53029(W) AD(       ) 4
 KU2932  NAD 27      -  40 48 45.23809(N)    073 34 41.07676(W) AD(       ) 3
 KU2932
 KU2932.Superseded values are not recommended for survey control.
 KU2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2932.See file dsdata.txt to determine how the superseded data were derived.
 KU2932
 KU2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1996218935(NAD 83)
 KU2932_MARKER: 53 = ELEVATED TANK
 KU2932
 KU2932  HISTORY     - Date     Condition        Report By
 KU2932  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU2932  HISTORY     - 19920902 GOOD             USPSQD
 KU2932
 KU2932                          STATION DESCRIPTION
 KU2932
 KU2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2932'THE STATION IS LOCATED IN THE VILLAGE OF BROOKVILLE, ON THE
 KU2932'NORTH SIDE OF WHEATLEY ROAD, (NASSAU COUNTY ROUTE NO. 4),
 KU2932'AND 0.35 MILE SOUTHWEST OF THE INTERSECTION OF CEDAR
 KU2932'SWAMP ROAD, (STATE ROUTE NO. 107).
 KU2932'
 KU2932'THE TANK IS OF THE OLDER TYPE WITH A CONICAL TOP, WITH A
 KU2932'BALL AND OBSTRUCTION LIGHT STRUCTURE AT ITS APEX.  THERE ARE
 KU2932'SEVEN HORIZONTAL PLATE SECTIONS ON THE BODY ABOVE THE
 KU2932'RAILING.  THE TANK HAS A DEEP BOTTOM AND RESTS ON TEN LEGS
 KU2932'OF TRUSS CONSTRUCTION WITH TWO HORIZONTAL TIE SECTIONS.  THE
 KU2932'STRUCTURE IS DARK GREEN IN COLOR AND A LADDER FAVORS THE
 KU2932'SOUTH SIDE OF THE TANK.  THE HEIGHT OF THE TANK IS
 KU2932'APPROXIMATELY 160 FEET.
 KU2932'
 KU2932'THE POINT INTERSECTED WAS THE APEX AT THE BASE OF THE BALL.
 KU2932
 KU2932                          STATION RECOVERY (1992)
 KU2932
 KU2932'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3021 ***********************************************************************
 KU3021  DESIGNATION -  BROWN
 KU3021  PID         -  KU3021
 KU3021  STATE/COUNTY-  NY/NASSAU
 KU3021  USGS QUAD   -  SEA CLIFF (1979)
 KU3021
 KU3021                         *CURRENT SURVEY CONTROL
 KU3021  ___________________________________________________________________
 KU3021* NAD 83(1996)-  40 51 39.94697(N)    073 41 21.91176(W)     ADJUSTED  
 KU3021* NAVD 88     -                                                        
 KU3021  ___________________________________________________________________
 KU3021  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 KU3021  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU3021
 KU3021  HORZ ORDER  -  THIRD
 KU3021
 KU3021.The horizontal coordinates were established by classical geodetic methods
 KU3021.and adjusted by the National Geodetic Survey in January 1999..
 KU3021
 KU3021
 KU3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3021
 KU3021.The geoid height was determined by GEOID03.
 KU3021
 KU3021;                    North         East     Units Scale Factor Converg.
 KU3021;SPC NY L     -    77,160.434   326,185.304   MT  0.99999492   +0 12 11.3
 KU3021;SPC NY L     -   253,150.52  1,070,159.62   sFT  0.99999492   +0 12 11.3
 KU3021;SPC CT       -   155,914.136   225,594.121   MT  1.00005153   -0 37 22.4
 KU3021;SPC CT       -   511,528.29    740,136.71   sFT  1.00005153   -0 37 22.4
 KU3021;UTM  18      - 4,524,164.167   610,454.269   MT  0.99975016   +0 51 27.0
 KU3021
 KU3021                          SUPERSEDED SURVEY CONTROL
 KU3021
 KU3021  NAD 83(1996)-  40 51 39.94828(N)    073 41 21.91141(W) AD(       ) 4
 KU3021  NAD 83(1992)-  40 51 39.94637(N)    073 41 21.91177(W) AD(       ) 4
 KU3021  NAD 83(1986)-  40 51 39.94925(N)    073 41 21.91232(W) AD(       ) 4
 KU3021  NAD 27      -  40 51 39.59200(N)    073 41 23.44400(W) AD(       ) 3
 KU3021
 KU3021.Superseded values are not recommended for survey control.
 KU3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3021.See file dsdata.txt to determine how the superseded data were derived.
 KU3021
 KU3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1045424164(NAD 83)
 KU3021_MARKER: 85 = CHIMNEY
 KU3021
 KU3021  HISTORY     - Date     Condition        Report By
 KU3021  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3021
 KU3021                          STATION DESCRIPTION
 KU3021
 KU3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU3021'STATION IS A LIGHT-COLORED CHIMNEY RISING ALONG THE SHORE WALL
 KU3021'OF A LARGE BROWN, SLOPING ROOFED HOUSE, LOCATED ON THE BLUFF AT
 KU3021'THE WESTERN SHORE ENTRANCE TO HEMPSTEAD HARBOR, BETWEEN PROSPECT
 KU3021'POINT AND MOTT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1037 ***********************************************************************
 NC1037  DESIGNATION -  BROWN
 NC1037  PID         -  NC1037
 NC1037  STATE/COUNTY-  NY/CATTARAUGUS
 NC1037  USGS QUAD   -  STEAMBURG (1980)
 NC1037
 NC1037                         *CURRENT SURVEY CONTROL
 NC1037  ___________________________________________________________________
 NC1037* NAD 83(1996)-  42 00 40.36481(N)    078 54 35.64927(W)     ADJUSTED  
 NC1037* NAVD 88     -       664.4    (meters)    2180.     (feet)  VERTCON   
 NC1037  ___________________________________________________________________
 NC1037  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 NC1037  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 NC1037
 NC1037  HORZ ORDER  -  FIRST
 NC1037
 NC1037.The horizontal coordinates were established by classical geodetic methods
 NC1037.and adjusted by the National Geodetic Survey in January 1999..
 NC1037
 NC1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1037
 NC1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1037
 NC1037.The geoid height was determined by GEOID03.
 NC1037
 NC1037;                    North         East     Units Scale Factor Converg.
 NC1037;SPC NY W     -   223,390.888   322,949.915   MT  0.99994650   -0 13 06.8
 NC1037;SPC NY W     -   732,908.27  1,059,544.85   sFT  0.99994650   -0 13 06.8
 NC1037;SPC PA N     -   205,493.865   503,919.923   MT  1.00001051   -0 46 02.4
 NC1037;SPC PA N     -   674,191.12  1,653,277.28   sFT  1.00001051   -0 46 02.4
 NC1037;UTM  17      - 4,653,134.350   673,070.575   MT  0.99996858   +1 23 57.1
 NC1037
 NC1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1037!SPC NY W     -   0.99990092  x   0.99994650  =   0.99984742
 NC1037!SPC PA N     -   0.99990092  x   1.00001051  =   0.99991142
 NC1037!UTM  17      -   0.99990092  x   0.99996858  =   0.99986950
 NC1037
 NC1037:                Primary Azimuth Mark                     Grid Az
 NC1037:SPC NY W     -  BEAR                                     049 13 11.0
 NC1037:SPC PA N     -  BEAR                                     049 46 06.6
 NC1037:UTM  17      -  BEAR                                     047 36 07.1
 NC1037
 NC1037|---------------------------------------------------------------------|
 NC1037| PID    Reference Object                     Distance      Geod. Az  |
 NC1037|                                                           dddmmss.s |
 NC1037| NC1035 BEAR                                APPROX. 9.0 KM 0490004.2 |
 NC1037| CZ9774 BROWN AZ MK                                        0755119.9 |
 NC1037| CZ9775 BROWN RM 1                           26.154 METERS 09605     |
 NC1037| CZ9776 BROWN RM 2                           32.085 METERS 15951     |
 NC1037|---------------------------------------------------------------------|
 NC1037
 NC1037                          SUPERSEDED SURVEY CONTROL
 NC1037
 NC1037  NAD 83(1986)-  42 00 40.36685(N)    078 54 35.64801(W) AD(       ) 1
 NC1037  NAD 27      -  42 00 40.14850(N)    078 54 36.51030(W) AD(       ) 1
 NC1037  NGVD 29 (07/19/86)  664.6    (m)         2180.     (f) VERT ANG       
 NC1037
 NC1037.Superseded values are not recommended for survey control.
 NC1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1037.See file dsdata.txt to determine how the superseded data were derived.
 NC1037
 NC1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7307153134(NAD 83)
 NC1037_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1037
 NC1037  HISTORY     - Date     Condition        Report By
 NC1037  HISTORY     - 1935     MONUMENTED       CGS
 NC1037  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NC1037
 NC1037                          STATION DESCRIPTION
 NC1037
 NC1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NC1037'THE STATION IS LOCATED IN THE ALLEGANY STATE PARK, ON THE
 NC1037'SUMMIT OF A FLAT-TOP HILL, AND ABOUT 2 MILES SOUTHWEST OF A RED
 NC1037'BRICK SCHOOLHOUSE, DISTRICT NO. 3 ELKO, N.Y.  STATION IS IN A
 NC1037'SMALL CLEARING, 16 FEET SOUTHEAST OF AN 8-INCH OAK TREE WITH A
 NC1037'TRIANGULAR BLAZE ON THE NORTH SIDE.  NOTES 1A AND 7A.
 NC1037'
 NC1037'TO REACH FROM THE SMALL VILLAGE OF QUAKER BRIDGE, N.Y., GO
 NC1037'IN A NORTHEASTERLY DIRECTION FROM THE BRIDGE TOWARDS THE STATE
 NC1037'PARK HEADQUARTERS AND INDIAN SCHOOL FOR 0.9 MILE TO A T-ROAD
 NC1037'RIGHT, 0.2 MILE SOUTHWEST OF A LARGE FRAME BUILDING, WHICH IS AN
 NC1037'INDIAN SCHOOL.  HERE TURN RIGHT ONTO T-ROAD AND GO 3.1 MILES TO
 NC1037'A DIM T-ROAD RIGHT WHICH IS 0.1 MILE NORTH OF THE RED BRICK
 NC1037'SCHOOL MENTIONED ABOVE, TURN RIGHT HERE ONTO DIM T-ROAD AND GO
 NC1037'0.6 MILE TO AN OLD STONE FOUNDATION OF A BARN.  LEAVE TRUCK
 NC1037'HERE AND WALK UP AN OLD WAGON TRAIL FOR ABOUT 0.4 MILE TO A
 NC1037'FORK, TAKE RIGHT FORK AND FOLLOW THE TRAIL FOR ABOUT 1.0
 NC1037'MILE TO TOP OF HILL AND STATION SITE.  THE STATION MARK
 NC1037'PROJECTS ABOUT 5 INCHES ABOVE GROUND, AND IS STAMPED BROWN
 NC1037'1935.
 NC1037'
 NC1037'REFERENCE MARK NO. 1 (NOTE 12A) IS 26.152 METERS (85.80 FEET)
 NC1037'NORTHEAST OF STATION.  IT IS CEMENTED IN THE TOP OF AN
 NC1037'OUTCROPPING ROCK, WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  MARK
 NC1037'IS STAMPED BROWN NO. 1 1935.
 NC1037'
 NC1037'REFERENCE MARK NO. 2 (NOTE 12) IS 32.141 METERS (105.45 FEET)
 NC1037'EAST OF STATION.  IT IS CEMENTED IN THE TOP OF AN OUTCROPPING
 NC1037'ROCK AND IS FLUSH WITH THE GROUND.  MARK IS STAMPED BROWN NO. 2
 NC1037'1935.  DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 102.10
 NC1037'FEET.
 NC1037'
 NC1037'AZIMUTH MARK (NOTE 11A) IS APPROXIMATELY 2.0 MILES NORTHEAST
 NC1037'OF THE STATION, 0.1 MILE SOUTH OF THE RED BRICK SCHOOL MENTIONED
 NC1037'ABOVE, 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY
 NC1037'HOUSE, THE LOWER STORY BEING MADE OF CEMENT BLOCKS AND UPPER
 NC1037'STORY COVERED WITH SHINGLES.  THE MARK IS 5 PACES EAST OF THE
 NC1037'CENTERLINE OF THE ROAD, PROJECTS 6 INCHES ABOVE THE GROUND, AND
 NC1037'IS STAMPED BROWN 1935.
 NC1037'
 NC1037'A 37-FOOT TOWER WAS ERECTED TO SEE OUT OVER TREES.
 NC1037
 NC1037                          STATION RECOVERY (1967)
 NC1037
 NC1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 NC1037'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NC1037'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 NC1037'PRESUMED DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE
 NC1037'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT
 NC1037'A DIFFERENCE OF 0.26 FOOT WAS FOUND IN THE DISTANCE.  FOLLOWING
 NC1037'IS A NEW DESCRIPTION.
 NC1037'
 NC1037'THE STATION IS LOCATED IN THE ALLEGHENY NATIONAL FOREST, ON THE
 NC1037'SUMMIT OF A HEAVILY TIMBERED FLAT-TOPPED HILL, ABOUT 16 MILES
 NC1037'NORTHWEST OF BRADFORD, PENNSYLVANIA, 12-1/2 MILES NORTHEAST OF
 NC1037'KINZUA DAM, 2-1/2 MILES SOUTHEAST OF ONOVILLE, NEW YORK, 2-1/4
 NC1037'MILES NORTHEAST OF CORYDON, PENNSYLVANIA AND 1 MILE NORTH OF THE
 NC1037'NEW YORK-PENNSYLVANIA STATE LINE.
 NC1037'
 NC1037'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NC1037'46, 346 AND WEST WASHINGTON STREET IN BRADFORD, PENNSYLVANIA,
 NC1037'GO WEST ON STATE HIGHWAY 46 AND 346 FOR 0.3 MILE TO WHERE STATE
 NC1037'HIGHWAY 46 TURNS RIGHT.  CONTINUE WEST ON STATE HIGHWAY 346 FOR
 NC1037'7.8 MILES TO A LARGE SIGN ON THE RIGHT WHICH READS ENTERING
 NC1037'ALLEGHENY NATIONAL FOREST.  CONTINUE AHEAD IN A WESTERLY
 NC1037'DIRECTION ON STATE HIGHWAY 346 FOR 7.05 MILES TO A SIDE ROAD
 NC1037'LEFT (MAIN ENTRANCE TO THE WILLOW BAY RECREATION AREA).
 NC1037'CONTINUE IN A WESTERLY DIRECTION ON STATE HIGHWAY 346 FOR 0.75
 NC1037'MILE TO A DIM TRACK ROAD RIGHT AT A TRIANGULAR BLAZED OAK
 NC1037'TREE.  (FROM THIS POINT A FOUR-WHEEL DRIVE VEHICLE WITH A
 NC1037'WINCH IS REQUIRED) TURN SHARP RIGHT, ACROSS A DEEP DITCH AND
 NC1037'GO NORTHEAST AND NORTH ON A DIM TRACK ROAD FOR 0.2 MILE TO A
 NC1037'DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE TRACK
 NC1037'ROAD FOR 0.25 MILE TO A FORK.  BEAR LEFT AND GO NORTHEAST
 NC1037'ON A DIM TRACK ROAD FOR 0.1 MILE TO A TRACK ROAD RIGHT.
 NC1037'CONTINUE STRAIGHT AHEAD NORTH-NORTHEAST ON A DIM
 NC1037'TRACK ROAD FOR 0.15 MILE TO A TRIANGULAR BLAZED OAK
 NC1037'TREE ON THE LEFT.  CONTINUE STRAIGHT AHEAD IN A NORTHERLY
 NC1037'DIRECTION ON THE DIM TRACK ROAD FOR 1.4 MILES TO THE TOP OF
 NC1037'THE HILL AND THE STATION.
 NC1037'
 NC1037'THE STATION MARK IS A STANDARD DISK STAMPED BROWN 1935, SET IN
 NC1037'THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 NC1037'INCHES ABOVE THE GROUND.  IT IS 19 FEET EAST-SOUTHEAST OF AN
 NC1037'8-INCH TRIANGULAR BLAZED TREE, 16 FEET SOUTHWEST OF AN 18-INCH
 NC1037'TRIANGULAR BLAZED TREE AND 3.8 FEET SOUTH OF A METAL WITNESS
 NC1037'POST.  (NOTES 1A 7A)
 NC1037'
 NC1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWN 1935 NO 1,
 NC1037'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 NC1037'6 INCHES ABOVE THE GROUND.  IT IS 85 FEET EAST OF THE METAL
 NC1037'WITNESS POST.  (NOTE 12A)
 NC1037'
 NC1037'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROWN 1935 NO 2,
 NC1037'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 NC1037'8 INCHES ABOVE THE GROUND.  IT IS 4 FEET NORTH-NORTHWEST OF A
 NC1037'METAL WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION
 NC1037'MARK.  (NOTE 12A)
 NC1037'
 NC1037'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1785 ***********************************************************************
 OF1785  DESIGNATION -  BROWN 1925
 OF1785  PID         -  OF1785
 OF1785  STATE/COUNTY-  NY/MONROE
 OF1785  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1785
 OF1785                         *CURRENT SURVEY CONTROL
 OF1785  ___________________________________________________________________
 OF1785* NAD 83(1996)-  43 09 42.59803(N)    077 37 11.40683(W)     ADJUSTED  
 OF1785* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 OF1785  ___________________________________________________________________
 OF1785  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 OF1785  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OF1785
 OF1785  HORZ ORDER  -  SECOND
 OF1785
 OF1785.The horizontal coordinates were established by classical geodetic methods
 OF1785.and adjusted by the National Geodetic Survey in January 1999..
 OF1785
 OF1785.The orthometric height was scaled from a topographic map.
 OF1785
 OF1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1785
 OF1785.The geoid height was determined by GEOID03.
 OF1785
 OF1785;                    North         East     Units Scale Factor Converg.
 OF1785;SPC NY W     -   351,598.292   428,353.411   MT  1.00001300   +0 39 32.9
 OF1785;SPC NY W     - 1,153,535.40  1,405,356.15   sFT  1.00001300   +0 39 32.9
 OF1785;UTM  18      - 4,782,118.396   287,017.947   MT  1.00015805   -1 47 34.1
 OF1785
 OF1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1785!SPC NY W     -   0.99998193  x   1.00001300  =   0.99999493
 OF1785!UTM  18      -   0.99998193  x   1.00015805  =   1.00013998
 OF1785
 OF1785|---------------------------------------------------------------------|
 OF1785| PID    Reference Object                     Distance      Geod. Az  |
 OF1785|                                                           dddmmss.s |
 OF1785| OF1856 EASTMAN A                           108.619 METERS 17320     |
 OF1785| OF1768 SPILBERG 1925                       APPROX. 0.5 KM 3193513.0 |
 OF1785|---------------------------------------------------------------------|
 OF1785
 OF1785                          SUPERSEDED SURVEY CONTROL
 OF1785
 OF1785  NAD 83(1986)-  43 09 42.60610(N)    077 37 11.40518(W) AD(       ) 2
 OF1785  NAD 27      -  43 09 42.38200(N)    077 37 12.40100(W) AD(       ) 2
 OF1785
 OF1785.Superseded values are not recommended for survey control.
 OF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1785.See file dsdata.txt to determine how the superseded data were derived.
 OF1785
 OF1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8701882118(NAD 83)
 OF1785
 OF1785  HISTORY     - Date     Condition        Report By
 OF1785  HISTORY     - 1925     MONUMENTED       CGS
 OF1785  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1785  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OF1785
 OF1785                          STATION DESCRIPTION
 OF1785
 OF1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1785'IN ROCHESTER, IN THE SIDEWALK AT THE SOUTHEAST CORNER OF STATE
 OF1785'AND BROWN STREETS, 2.65 METERS EAST OF THE EAST CURB OF STATE
 OF1785'STREET, 3.07 METERS SOUTH OF THE SOUTH CURB OF BROWN STREET,
 OF1785'5.24 METERS SOUTHWEST OF A HYDRANT LOCATED NEAR THE CURB ON THE
 OF1785'SOUTH SIDE OF BROWN STREET, AND 4.24 METERS NORTHWEST OF THE
 OF1785'NORTHWEST CORNER OF THE ENTRANCE TO THE BUILDING AT NO.372 STATE
 OF1785'STREET.  STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF1785
 OF1785                          STATION RECOVERY (1977)
 OF1785
 OF1785'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1785'BROWN RECOVERED IN GOOD CONDITION.
 OF1785
 OF1785                          STATION RECOVERY (1983)
 OF1785
 OF1785'RECOVERY NOTE BY US POWER SQUADRON 1983 (WAT)
 OF1785'BROWN NOT RECOVERED - BELIEVED PAVED OVER WITH CONCRETE - AREA HAS
 OF1785'HAD EXTENSIVE SIDEWALK AND STREET RECONSTRUCTION OVER THE LAST 5
 OF1785'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2940 ***********************************************************************
 KU2940  DESIGNATION -  BROWN BOATHOUSE CUPOLA
 KU2940  PID         -  KU2940
 KU2940  STATE/COUNTY-  NY/NASSAU
 KU2940  USGS QUAD   -  HICKSVILLE (1979)
 KU2940
 KU2940                         *CURRENT SURVEY CONTROL
 KU2940  ___________________________________________________________________
 KU2940* NAD 83(1996)-  40 52 26.69140(N)    073 30 49.15504(W)     ADJUSTED  
 KU2940* NAVD 88     -                                                        
 KU2940  ___________________________________________________________________
 KU2940  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 KU2940  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KU2940
 KU2940  HORZ ORDER  -  THIRD
 KU2940
 KU2940.The horizontal coordinates were established by classical geodetic methods
 KU2940.and adjusted by the National Geodetic Survey in January 1999..
 KU2940
 KU2940
 KU2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2940
 KU2940.The geoid height was determined by GEOID03.
 KU2940
 KU2940;                    North         East     Units Scale Factor Converg.
 KU2940;SPC NY L     -    78,669.766   340,996.154   MT  0.99999499   +0 19 05.2
 KU2940;SPC NY L     -   258,102.39  1,118,751.55   sFT  0.99999499   +0 19 05.2
 KU2940;SPC CT       -   157,210.067   240,425.992   MT  1.00004892   -0 30 22.9
 KU2940;SPC CT       -   515,780.03    788,797.61   sFT  1.00004892   -0 30 22.9
 KU2940;UTM  18      - 4,525,842.212   625,243.600   MT  0.99979307   +0 58 22.0
 KU2940
 KU2940                          SUPERSEDED SURVEY CONTROL
 KU2940
 KU2940  NAD 83(1996)-  40 52 26.69385(N)    073 30 49.15421(W) AD(       ) 4
 KU2940  NAD 83(1992)-  40 52 26.69421(N)    073 30 49.15463(W) AD(       ) 4
 KU2940  NAD 83(1986)-  40 52 26.69527(N)    073 30 49.15607(W) AD(       ) 4
 KU2940  NAD 27      -  40 52 26.35000(N)    073 30 50.72000(W) AD(       ) 3
 KU2940
 KU2940.Superseded values are not recommended for survey control.
 KU2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2940.See file dsdata.txt to determine how the superseded data were derived.
 KU2940
 KU2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2524425842(NAD 83)
 KU2940_MARKER: 86 = CUPOLA
 KU2940
 KU2940  HISTORY     - Date     Condition        Report By
 KU2940  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2940  HISTORY     - 1916     GOOD             CGS
 KU2940
 KU2940                          STATION DESCRIPTION
 KU2940
 KU2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2940'STATION IS LOCATED 200 METERS SE OF STATION TOWNSEND.
 KU2940
 KU2940                          STATION RECOVERY (1916)
 KU2940
 KU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2940'STATION WAS RECOVERED AND THE POSITION WORKED PERFECTLY ON THE
 KU2940'PLANE TABLE.  THERE WAS A MISTAKE IN THE DESIGNATION OF THIS
 KU2940'OBJECT.  THERE IS NO BRICK ABOUT THE BOATHOUSE IN ANY FORM.  THE
 KU2940'BUILDING AND CUPOLA ARE, HOWEVER, PAINTED BROWN, AND IT SEEMS
 KU2940'POSSIBLE THAT THIS MAY HAVE BEEN WRITTEN BR.  IN THE FIELD NOTES
 KU2940'AND AFTERWARD INTERPRETED AS BRICK, INSTEAD OF BROWN.
 KU2940'
 KU2940'IT IS SUGGESTED THAT THE RECORDS BE CORRECTED ACCORDINGLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2372 ***********************************************************************
 KU2372  DESIGNATION -  BROWN POINT JETTY LIGHT
 KU2372  PID         -  KU2372
 KU2372  STATE/COUNTY-  NY/SUFFOLK
 KU2372  USGS QUAD   -  SAYVILLE (1976)
 KU2372
 KU2372                         *CURRENT SURVEY CONTROL
 KU2372  ___________________________________________________________________
 KU2372* NAD 83(1996)-  40 43 19.28190(N)    073 04 10.77258(W)     ADJUSTED  
 KU2372* NAVD 88     -                                                        
 KU2372  ___________________________________________________________________
 KU2372  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KU2372  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU2372
 KU2372  HORZ ORDER  -  THIRD
 KU2372
 KU2372.The horizontal coordinates were established by classical geodetic methods
 KU2372.and adjusted by the National Geodetic Survey in January 1999..
 KU2372
 KU2372
 KU2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2372
 KU2372.The geoid height was determined by GEOID03.
 KU2372
 KU2372;                    North         East     Units Scale Factor Converg.
 KU2372;SPC NY L     -    62,087.370   378,600.654   MT  0.99999739   +0 36 30.7
 KU2372;SPC NY L     -   203,698.31  1,242,125.65   sFT  0.99999739   +0 36 30.7
 KU2372;UTM  18      - 4,509,691.719   663,029.421   MT  0.99992715   +1 15 34.6
 KU2372
 KU2372                          SUPERSEDED SURVEY CONTROL
 KU2372
 KU2372  NAD 83(1996)-  40 43 19.28424(N)    073 04 10.77283(W) AD(       ) 4
 KU2372  NAD 83(1992)-  40 43 19.28316(N)    073 04 10.77254(W) AD(       ) 4
 KU2372  NAD 83(1986)-  40 43 19.28677(N)    073 04 10.77340(W) AD(       ) 4
 KU2372  NAD 27      -  40 43 18.93242(N)    073 04 12.37684(W) AD(       ) 3
 KU2372
 KU2372.Superseded values are not recommended for survey control.
 KU2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2372.See file dsdata.txt to determine how the superseded data were derived.
 KU2372
 KU2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6302909692(NAD 83)
 KU2372_MARKER: 14 = NAVIGATION LIGHT
 KU2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2372+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 KU2372
 KU2372  HISTORY     - Date     Condition        Report By
 KU2372  HISTORY     - 1962     FIRST OBSERVED   CGS
 KU2372  HISTORY     - 19960731 GOOD             USPSQD
 KU2372  HISTORY     - 20021016 GOOD             USPSQD
 KU2372
 KU2372                          STATION DESCRIPTION
 KU2372
 KU2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2372'THE STATION IS A SMALL STEEL TOWER APPROXIMATELY 25 FEET IN HEIGHT
 KU2372'WITH A SOLID COVERED SECTION IN THE MIDDLE WHICH IS COLORED WHITE.
 KU2372'IT IS LOCATED ON BROWNS POINT APPROXIMATELY 1.0 MILE
 KU2372'SOUTH-SOUTHEAST OF THE SAYVILLE BUSINESS DISTRICT, AND IS ON THE
 KU2372'SOUTH END AND WEST EDGE OF A ROCK JETTY WHICH EXTENDS INTO THE BAY
 KU2372'ABOUT 150 YARDS.
 KU2372'
 KU2372'THE POINT INTERSECTED WAS THE LIGHT ON THE TOP OF THE TOWER.
 KU2372
 KU2372                          STATION RECOVERY (1996)
 KU2372
 KU2372'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU2372'RECOVERED IN GOOD CONDITION.
 KU2372
 KU2372                          STATION RECOVERY (2002)
 KU2372
 KU2372'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2369 ***********************************************************************
 KU2369  DESIGNATION -  BROWN PT FLAGPOLE
 KU2369  PID         -  KU2369
 KU2369  STATE/COUNTY-  NY/SUFFOLK
 KU2369  USGS QUAD   -  SAYVILLE (1976)
 KU2369
 KU2369                         *CURRENT SURVEY CONTROL
 KU2369  ___________________________________________________________________
 KU2369* NAD 83(1996)-  40 43 26.66174(N)    073 04 12.72591(W)     ADJUSTED  
 KU2369* NAVD 88     -                                                        
 KU2369  ___________________________________________________________________
 KU2369  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 KU2369  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU2369
 KU2369  HORZ ORDER  -  THIRD
 KU2369
 KU2369.The horizontal coordinates were established by classical geodetic methods
 KU2369.and adjusted by the National Geodetic Survey in January 1999..
 KU2369
 KU2369
 KU2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2369
 KU2369.The geoid height was determined by GEOID03.
 KU2369
 KU2369;                    North         East     Units Scale Factor Converg.
 KU2369;SPC NY L     -    62,314.514   378,552.398   MT  0.99999731   +0 36 29.4
 KU2369;SPC NY L     -   204,443.53  1,241,967.33   sFT  0.99999731   +0 36 29.4
 KU2369;UTM  18      - 4,509,918.284   662,978.590   MT  0.99992695   +1 15 33.5
 KU2369
 KU2369                          SUPERSEDED SURVEY CONTROL
 KU2369
 KU2369  NAD 83(1996)-  40 43 26.66407(N)    073 04 12.72615(W) AD(       ) 4
 KU2369  NAD 83(1992)-  40 43 26.66301(N)    073 04 12.72590(W) AD(       ) 4
 KU2369  NAD 83(1986)-  40 43 26.66645(N)    073 04 12.72668(W) AD(       ) 4
 KU2369  NAD 27      -  40 43 26.29700(N)    073 04 14.34610(W) AD(       ) 3
 KU2369
 KU2369.Superseded values are not recommended for survey control.
 KU2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2369.See file dsdata.txt to determine how the superseded data were derived.
 KU2369
 KU2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6297909918(NAD 83)
 KU2369_MARKER: 62 = FLAGPOLE
 KU2369
 KU2369  HISTORY     - Date     Condition        Report By
 KU2369  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2369  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 KU2369  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 KU2369
 KU2369                          STATION DESCRIPTION
 KU2369
 KU2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2369'THE WHITE WOODEN FLAGPOLE LOCATED ON THE LAWN S OF THE LARGE
 KU2369'HOUSE ON THE W SIDE OF BROWN POINT APPROXIMATELY 20 METERS FROM
 KU2369'THE CREEK.
 KU2369
 KU2369                          STATION RECOVERY (1996)
 KU2369
 KU2369'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU2369'MARK NOT FOUND.
 KU2369
 KU2369                          STATION RECOVERY (2002)
 KU2369
 KU2369'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1378 ***********************************************************************
 OD1378  DESIGNATION -  BROWN USLS 1915
 OD1378  PID         -  OD1378
 OD1378  STATE/COUNTY-  NY/WASHINGTON
 OD1378  USGS QUAD   -  WHITEHALL (1950)
 OD1378
 OD1378                         *CURRENT SURVEY CONTROL
 OD1378  ___________________________________________________________________
 OD1378* NAD 83(1996)-  43 30 54.26218(N)    073 25 23.04184(W)     ADJUSTED  
 OD1378* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 OD1378  ___________________________________________________________________
 OD1378  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 OD1378  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 OD1378
 OD1378  HORZ ORDER  -  THIRD
 OD1378
 OD1378.The horizontal coordinates were established by classical geodetic methods
 OD1378.and adjusted by the National Geodetic Survey in January 1999..
 OD1378
 OD1378.The orthometric height was scaled from a topographic map.
 OD1378
 OD1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1378
 OD1378.The geoid height was determined by GEOID03.
 OD1378
 OD1378;                    North         East     Units Scale Factor Converg.
 OD1378;SPC NY E     -   520,453.107   237,068.647   MT  0.99999322   +0 44 29.6
 OD1378;SPC NY E     - 1,707,519.90    777,782.72   sFT  0.99999322   +0 44 29.6
 OD1378;SPC VT       -   113,177.310   425,366.459   MT  1.00003278   -0 38 08.2
 OD1378;UTM  18      - 4,819,223.176   627,455.218   MT  0.99979982   +1 05 09.4
 OD1378
 OD1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1378!SPC NY E     -   0.99998633  x   0.99999322  =   0.99997955
 OD1378!SPC VT       -   0.99998633  x   1.00003278  =   1.00001911
 OD1378!UTM  18      -   0.99998633  x   0.99979982  =   0.99978615
 OD1378
 OD1378:                Primary Azimuth Mark                     Grid Az
 OD1378:SPC NY E     -  GRANITE USLS 1915                        032 07 47.4
 OD1378:SPC VT       -  GRANITE USLS 1915                        033 30 25.2
 OD1378:UTM  18      -  GRANITE USLS 1915                        031 47 07.6
 OD1378
 OD1378|---------------------------------------------------------------------|
 OD1378| PID    Reference Object                     Distance      Geod. Az  |
 OD1378|                                                           dddmmss.s |
 OD1378| OD1381 GRANITE USLS 1915                   APPROX. 1.1 KM 0325217.0 |
 OD1378|---------------------------------------------------------------------|
 OD1378
 OD1378                          SUPERSEDED SURVEY CONTROL
 OD1378
 OD1378  NAD 83(1996)-  43 30 54.26331(N)    073 25 23.04186(W) AD(       ) 3
 OD1378  NAD 83(1992)-  43 30 54.26313(N)    073 25 23.04140(W) AD(       ) 3
 OD1378  NAD 83(1986)-  43 30 54.26587(N)    073 25 23.04517(W) AD(       ) 3
 OD1378  NAD 27      -  43 30 54.01954(N)    073 25 24.63457(W) AD(       ) 3
 OD1378
 OD1378.Superseded values are not recommended for survey control.
 OD1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1378.See file dsdata.txt to determine how the superseded data were derived.
 OD1378
 OD1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2745519223(NAD 83)
 OD1378_MARKER: H = DRILL HOLE
 OD1378_SETTING: 66 = SET IN ROCK OUTCROP
 OD1378_SP_SET: SET IN BEDROCK
 OD1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD1378+STABILITY: POSITION/ELEVATION WELL
 OD1378
 OD1378  HISTORY     - Date     Condition        Report By
 OD1378  HISTORY     - 1915     MONUMENTED       USLS
 OD1378
 OD1378                          STATION DESCRIPTION
 OD1378
 OD1378'DESCRIBED BY US LAKE SURVEY 1915
 OD1378'STATION IS ON THE FARM OF WM. BROWN, ON THE GRANITE SHOULDER ABOUT
 OD1378'1/4 MILE SW OF HIS HOUSE, 3 MILES S OF WHITEHALL.
 OD1378'
 OD1378'IT IS MARKED BY A 3/4 INCH HOLE 3-1/4 INCHES DEEP DRILLED IN THE
 OD1378'ROCK. THE S POINT OF THE ROCK, WHICH MARKS THE HIGHEST POINT ON THE
 OD1378'SHOULDER IS S12W, DISTANT 67-1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4550 ***********************************************************************
 LX4550  DESIGNATION -  BROWNIE
 LX4550  PID         -  LX4550
 LX4550  STATE/COUNTY-  NY/DUTCHESS
 LX4550  USGS QUAD   -  SALT POINT (1978)
 LX4550
 LX4550                         *CURRENT SURVEY CONTROL
 LX4550  ___________________________________________________________________
 LX4550* NAD 83(1996)-  41 51 51.06430(N)    073 50 20.27004(W)     ADJUSTED  
 LX4550* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LX4550  ___________________________________________________________________
 LX4550  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 LX4550  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LX4550
 LX4550  HORZ ORDER  -  FIRST
 LX4550
 LX4550.The horizontal coordinates were established by classical geodetic methods
 LX4550.and adjusted by the National Geodetic Survey in January 1999..
 LX4550
 LX4550.The orthometric height was scaled from a topographic map.
 LX4550
 LX4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4550
 LX4550.The geoid height was determined by GEOID03.
 LX4550
 LX4550;                    North         East     Units Scale Factor Converg.
 LX4550;SPC NY E     -   336,727.539   204,878.295   MT  0.99993705   +0 26 28.2
 LX4550;SPC NY E     - 1,104,746.93    672,171.54   sFT  0.99993705   +0 26 28.2
 LX4550;UTM  18      - 4,635,348.570   596,359.175   MT  0.99971425   +0 46 29.6
 LX4550
 LX4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4550!SPC NY E     -   0.99997174  x   0.99993705  =   0.99990879
 LX4550!UTM  18      -   0.99997174  x   0.99971425  =   0.99968600
 LX4550
 LX4550|---------------------------------------------------------------------|
 LX4550| PID    Reference Object                     Distance      Geod. Az  |
 LX4550|                                                           dddmmss.s |
 LX4550| CB3663 BROWNIE RM 2                         20.079 METERS 18357     |
 LX4550| LX4536 BEACON                              APPROX.26.5 KM 1871208.1 |
 LX4550| LX4552 FLASHING WHITE BEACON               APPROX. 9.4 KM 2054051.1 |
 LX4550| CB3661 BROWNIE AZ MK                                      2582445.1 |
 LX4550| LY2417 ULSTER COUNTY TB HOSP TANK          APPROX.16.1 KM 2911310.8 |
 LX4550| CB3662 BROWNIE RM 1                         20.889 METERS 33908     |
 LX4550|---------------------------------------------------------------------|
 LX4550
 LX4550                          SUPERSEDED SURVEY CONTROL
 LX4550
 LX4550  NAD 83(1996)-  41 51 51.06575(N)    073 50 20.27094(W) AD(       ) 1
 LX4550  NAD 83(1996)-  41 51 51.06573(N)    073 50 20.27100(W) AD(       ) 1
 LX4550  NAD 83(1992)-  41 51 51.06576(N)    073 50 20.27090(W) AD(       ) 1
 LX4550  NAD 83(1992)-  41 51 51.06594(N)    073 50 20.27102(W) AD(       ) 1
 LX4550  NAD 83(1986)-  41 51 51.06593(N)    073 50 20.27049(W) AD(       ) 1
 LX4550  NAD 27      -  41 51 50.73100(N)    073 50 21.79400(W) AD(       ) 1
 LX4550
 LX4550.Superseded values are not recommended for survey control.
 LX4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4550.See file dsdata.txt to determine how the superseded data were derived.
 LX4550
 LX4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9635935349(NAD 83)
 LX4550_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4550_SETTING: 66 = SET IN ROCK OUTCROP
 LX4550
 LX4550  HISTORY     - Date     Condition        Report By
 LX4550  HISTORY     - 1938     MONUMENTED       CGS
 LX4550  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4550  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4550  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX4550
 LX4550                          STATION DESCRIPTION
 LX4550
 LX4550'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4550'STATION IS ON SUMMIT OF A SHARP, PROMINENT AND WOODED PEAK,
 LX4550'LOCALLY KNOWN AS JIM COOKINGHAM MT., 7-1/2 MILES NE OF HYDE
 LX4550'PARK, 6 MILES SE OF RHINEBECK, 2 MILES SW OF SCHULTZVILLE, ABOUT
 LX4550'1/2 MILE E OF LENT CROSSROADS, ON HIGHEST PART OF SUMMIT, ON
 LX4550'PROPERTY OF J.H. BROWNE OF RHINEBECK, IS STAMPED BROWNIE 1938,
 LX4550'IS ABOUT 4 INCHES ABOVE SURFACE, AND IS A STANDARD BRONZE DISK
 LX4550'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 LX4550'
 LX4550'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS AS
 LX4550'DESCRIBED IN NOTE 12C.  REFERENCE MARK NO. 1 IS ABOUT 12 INCHES
 LX4550'ABOVE SURFACE AND IS STAMPED BROWNIE NO. 1 1938.  REFERENCE
 LX4550'MARK NO. 2 IS A STANDARD BRONZE DISK ABOUT 6 INCHES ABOVE
 LX4550'SURFACE AND IS STAMPED BROWNIE NO. 2 1938.
 LX4550'
 LX4550'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN A BOULDER AS
 LX4550'DESCRIBED IN NOTE 12C, IS ABOUT 24 INCHES ABOVE SURFACE, IS
 LX4550'STAMPED BROWNIE 1938, IS ABOUT 3/4 MILE W OF STATION AND W SIDE
 LX4550'OF ROAD EXACTLY 0.1 MILE BEFORE REACHING OAK TREE MENTIONED IN
 LX4550'DESCRIPTION, 139 PACES W OF ROAD, AND IN LARGEST BOULDER IN NEAR
 LX4550'VICINITY.
 LX4550'
 LX4550'TO REACH STATION FROM TRAFFIC LIGHT AT MAIN INTERSECTION ON
 LX4550'U.S.9 AT HYDE PARK, GO E, FOLLOWING ARROW EAST PARK 1 1.3 MILES
 LX4550'AND KEEP STRAIGHT AHEAD AT CROSSROADS AT EAST PARK.  CONTINUE
 LX4550'0.25 MILE AND KEEP R FORK, THENCE 1.55 MILES AND TAKE L
 LX4550'FORK.  THENCE 0.95 MILE AND TURN L AT CROSSROADS.  THENCE 2.4
 LX4550'MILES AND KEEP STRAIGHT AHEAD AT JOGGED CROSSROADS AT WHITE
 LX4550'SCHOOLHOUSE ON L.  THENCE 1.55 MILES AND TURN R AT
 LX4550'T-JUNCTION.  THENCE 0.2 MILE AND TAKE L FORK AT ARROW
 LX4550'SCHULTZVILLE.  THENCE 0.4 MILE AND TAKE R FORK.  THENCE 1.1
 LX4550'MILES AND TAKE R FORK.  THENCE 0.05 MILE AND TAKE L
 LX4550'FORK.  CONTINUE ON THIS MAIN ROAD 0.6 MILE AND TURN SHARP R
 LX4550'OFF ROAD ON DIM TRACKS AT A LARGE OAK TREE ON R WITH SIGN
 LX4550'HUNTING FORBIDDEN.  J.H. BROWNE, RHINEBECK.  TRUCK CAN BE
 LX4550'DRIVEN ACROSS FIELD IN A GENERALLY SOUTH-SOUTHWESTERLY
 LX4550'DIRECTION.  KEEP ABOUT PARALLEL TO STONE FENCE ON L
 LX4550'ABOUT 0.1 MILE TO BASE OF HILL.  STATION IS ABOUT 350 PACES
 LX4550'SW FROM HERE AND ABOUT 100 FEET HIGHER.  FOLLOW TRAIL TO TOP.
 LX4550'IN REAL DRY WEATHER TRUCK CAN BE DRIVEN TO WITHIN ABOUT 50
 LX4550'PACES OF STATION.
 LX4550'
 LX4550'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LX4550
 LX4550                          STATION RECOVERY (1961)
 LX4550
 LX4550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX4550'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX4550'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LX4550
 LX4550                          STATION RECOVERY (1963)
 LX4550
 LX4550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX4550'STATION WAS NOT RECOVERED.  A MORE INTENSIVE SEARCH MIGHT
 LX4550'LOCATE THE STATION.
 LX4550
 LX4550                          STATION RECOVERY (1976)
 LX4550
 LX4550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 LX4550'STATION MARK WAS FOUND SLIGHTLY RAISED ABOVE ROCK SURFACE,
 LX4550'EITHER BY EROSION OF ROCK, OR BY PRYING.  IT WAS RE-ENFORCED
 LX4550'WITH CEMENT AT THIS TIME.  BOTH REFERENCE MARKS AND THE
 LX4550'AZIMUTH MARK WERE FOUND IN GOOD CONDITION, HOWEVER THE OLD
 LX4550'DESCRIPTION TO REACH STATION AND AZIMUTH MARK IS ERRONEOUS
 LX4550'AND AMBIGUOUS.  THE STATION HILL IS COVERED WITH DENSE TREES
 LX4550'AND THE VIEW IS COMPLETELY BLOCKED, INCLUDING TO THE AZIMUTH
 LX4550'MARK.
 LX4550'
 LX4550'STATION IS LOCATED ON THE WEST EDGE OF THE NARROW TOP OF A
 LX4550'HILL, JUST SOUTHWEST FROM THE HIGHEST POINT.  THE STATION MARK
 LX4550'IS A STANDARD DISK STAMPED BROWNIE 1938, CEMENTED IN A DRILL
 LX4550'HOLE IN A 20 X 20-INCH BEDROCK KNOB THAT PROJECTS 6 INCHES
 LX4550'FROM GROUND.  IT IS 30 FEET NORTHWEST OF SOUTHERN EDGE OF THE
 LX4550'HILLTOP AND 12.7 FEET SOUTH OF A METAL WITNESS SIGN NAILED
 LX4550'ONTO A 16-INCH HARDWOOD TREE.
 LX4550'
 LX4550'RM NO. 1 IS A STANDARD DISK STAMPED BROWNIE NO 1 1938, CEMENTED
 LX4550'IN A DRILL HOLE IN A WHITE, POINTED BEDROCK OUTCROP PROJECTING
 LX4550'30 INCHES ABOVE GROUND.
 LX4550'
 LX4550'RM NO. 2 IS A STANDARD DISK STAMPED BROWNIE NO 2 1938, CEMENTED
 LX4550'IN A DRILL HOLE IN A 36-INCH-DIAMETER BEDROCK DOME PROJECTING
 LX4550'12 INCHES FROM GROUND.  IT IS 7 FEET NORTHWEST OF A PAIR OF
 LX4550'MAPLES THAT HAVE 3 WOODEN CROSSBARS NAILED BETWEEN THEM 12
 LX4550'FEET NORTHWEST OF ANOTHER PAIR OF MAPLES THAT HAVE 6 CROSSBARS
 LX4550'NAILED BETWEEN THEM, AND 10 FEET LOWER THAN STATION.
 LX4550'
 LX4550'AZIMUTH MARK IS LOCATED ALONG THE NORTHWEST SIDE OF FIDDLERS
 LX4550'BRIDGE ROAD, AMONG DENSE CEDAR TREES ALONG A RISE, ABOUT 150
 LX4550'YARDS NORTHWEST OF THE ROAD, 175 YARDS ALMOST DUE WEST FROM A
 LX4550'DRIVEWAY TO AN UNPAINTED HOUSE ON SOUTHEAST SIDE OF THE ROAD,
 LX4550'90 YARDS WEST OF AN OLD NORTH-SOUTH STONE FENCE, 10 FEET SOUTH
 LX4550'OF A METAL WITNESS SIGN NAILED ONTO A 6-INCH OAK, 75 FEET SOUTH
 LX4550'OF A STONE PILE AND TRACES OF OLD STONE FENCE JUNCTION.  THE
 LX4550'MARK IS A STANDARD AZIMUTH DISK STAMPED BROWNIE 1938, CEMENTED
 LX4550'IN A DRILL HOLE IN THE NORTH END OF A 12-FOOT-LONG BEDROCK
 LX4550'FORMATION 2 TO 2-1/2 FEET HIGH, WHICH IS THE ONLY PROJECTING
 LX4550'ROCK FORMATION IN THE AREA.  THE SOUTH END OF THIS ROCK IS
 LX4550'QUITE THIN, AND THERE IS A 3-INCH-DIAMETER HOLE WORN
 LX4550'THROUGH THE ROCK, 10 FEET SOUTH OF THE MARK.
 LX4550'
 LX4550'TO REACH STATION FROM THE PRESBYTERIAN CHURCH IN PLEASANT
 LX4550'PLAINS, GO NORTHEAST OF FIDDLERS BRIDGE ROAD FOR 0.4 MILE TO
 LX4550'JUNCTION OF BROWNS POND ROAD ON LEFT.  CONTINUE AHEAD ON
 LX4550'FIDDLERS BRIDGE ROAD FOR 0.8 MILE TO AN UNPAINTED HOUSE ON
 LX4550'RIGHT.  CONTINUE AHEAD FOR 0.35 MILE TO A CROSSROAD.  KEEP
 LX4550'AHEAD ON FIDDLERS BRIDGE ROAD FOR 0.4 MILE TO A SIDE ROAD
 LX4550'RIGHT AT SIGN CLUB HIGH VIEW.  TURN RIGHT AND GO 0.1 MILE TO
 LX4550'THE CAMP OFFICE JUST ABOVE SMALL POND.  KEEP AHEAD ON ROAD,
 LX4550'BEARING RIGHT, AND GO SOUTHERLY 0.1 MILE TO CABIN NO. 5.
 LX4550'HERE FOLLOW TRACK ROAD SOUTHEAST UP INTO WOODS FOR 0.2 MILE
 LX4550'TO END OF TRAVEL AT A HUGE, SPIRAL-TRUNKED PINE, WHERE THE
 LX4550'ROAD DROPS DOWNGRADE TO NORTHEAST.  WALK NORTHWEST UP STEEP
 LX4550'HILLSIDE ABOUT 150 YARDS TO STATION ON TOP OF HILL.
 LX4550'NOTE--CONTACT CAMP MANAGER AT CAMP OFFICE ON WAY THROUGH.
 LX4550'
 LX4550'TO REACH THE AZIMUTH MARK FROM THE PREVIOUSLY MENTIONED
 LX4550'UNPAINTED HOUSE, WALK DUE WEST ACROSS CORNER OF MEADOW AND UP
 LX4550'INTO CEDARS FOR ABOUT 175 YARDS TO THE MARK, 90 YARDS AFTER
 LX4550'CROSSING THE OLD STONE FENCE.
 LX4550'
 LX4550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4550'5-1/2 MILES SE OF RHINEBECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2084 ***********************************************************************
 PH2084  DESIGNATION -  BROWNS
 PH2084  PID         -  PH2084
 PH2084  STATE/COUNTY-  NY/JEFFERSON
 PH2084  USGS QUAD   -  REDWOOD (1982)
 PH2084
 PH2084                         *CURRENT SURVEY CONTROL
 PH2084  ___________________________________________________________________
 PH2084* NAD 83(1996)-  44 18 00.07404(N)    075 51 35.75546(W)     ADJUSTED  
 PH2084* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 PH2084  ___________________________________________________________________
 PH2084  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 PH2084  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 PH2084
 PH2084  HORZ ORDER  -  SECOND
 PH2084
 PH2084.The horizontal coordinates were established by classical geodetic methods
 PH2084.and adjusted by the National Geodetic Survey in January 1999..
 PH2084
 PH2084.The orthometric height was scaled from a topographic map.
 PH2084
 PH2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2084
 PH2084.The geoid height was determined by GEOID03.
 PH2084
 PH2084;                    North         East     Units Scale Factor Converg.
 PH2084;SPC NY C     -   477,854.839   307,724.519   MT  0.99997846   +0 30 18.9
 PH2084;SPC NY C     - 1,567,762.08  1,009,592.86   sFT  0.99997846   +0 30 18.9
 PH2084;SPC NY E     -   607,996.324    41,486.755   MT  1.00004477   -0 56 59.6
 PH2084;SPC NY E     - 1,994,734.61    136,111.13   sFT  1.00004477   -0 56 59.6
 PH2084;UTM  18      - 4,905,555.877   431,404.011   MT  0.99965787   -0 36 02.2
 PH2084
 PH2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2084!SPC NY C     -   0.99998703  x   0.99997846  =   0.99996549
 PH2084!SPC NY E     -   0.99998703  x   1.00004477  =   1.00003180
 PH2084!UTM  18      -   0.99998703  x   0.99965787  =   0.99964491
 PH2084
 PH2084:                Primary Azimuth Mark                     Grid Az
 PH2084:SPC NY C     -  BROWNS AZ MK                             115 28 31.1
 PH2084:SPC NY E     -  BROWNS AZ MK                             116 55 49.6
 PH2084:UTM  18      -  BROWNS AZ MK                             116 34 52.2
 PH2084
 PH2084|---------------------------------------------------------------------|
 PH2084| PID    Reference Object                     Distance      Geod. Az  |
 PH2084|                                                           dddmmss.s |
 PH2084| CZ7555 BROWNS AZ MK                                       1155850.0 |
 PH2084|---------------------------------------------------------------------|
 PH2084
 PH2084                          SUPERSEDED SURVEY CONTROL
 PH2084
 PH2084  NAD 83(1986)-  44 18 00.07957(N)    075 51 35.75737(W) AD(       ) 2
 PH2084  NAD 27      -  44 17 59.89900(N)    075 51 36.93100(W) AD(       ) 2
 PH2084
 PH2084.Superseded values are not recommended for survey control.
 PH2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2084.See file dsdata.txt to determine how the superseded data were derived.
 PH2084
 PH2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3140405556(NAD 83)
 PH2084
 PH2084  HISTORY     - Date     Condition        Report By
 PH2084  HISTORY     - 1942     MONUMENTED       CGS
 PH2084  HISTORY     - 1947     SEE DESCRIPTION  AMS
 PH2084  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PH2084  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH2084
 PH2084                          STATION DESCRIPTION
 PH2084
 PH2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH2084'THE STATION IS LOCATED ABOUT 3.0 MILES W OF REDWOOD, 4.0 MILES SE
 PH2084'OF ALEXANDRIA BAY AND 0.15 MILE NW OF THE JUNCTION OF STATE ROUTES
 PH2084'26 AND 26B AT BROWNS CORNERS, ON SCHOOL PROPERTY.  IT IS 53 FEET
 PH2084'S OF THE CENTER OF STATE ROUTE 26 AND 32 FEET W OF THE NW CORNER
 PH2084'OF THE SCHOOL HOUSE, 100 FEET S OF TRANSFORMER STATION.  THE DISK
 PH2084'IS SET IN BEDROCK 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 PH2084'STAMPED BROWNS 1942.
 PH2084'
 PH2084'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, SET IN
 PH2084'THE CONCRETE CULVERT 30 FEET N OF THE CENTER OF STATE ROUTE 26B,
 PH2084'18 FEET SW OF THE CENTER OF THE OLD MACADAM ROAD BED.  THE DISK
 PH2084'IS STAMPED BROWNS 1942 AND IS SET FLUSH WITH THE CONCRETE CULVERT
 PH2084'SURFACE.  TO REACH FROM THE STATION GO E ON PAVED ROAD FOR 0.35
 PH2084'MILE TO A MACADAM FORK AT THE CEMETERY AND MARK AS DESCRIBED.
 PH2084'
 PH2084'REFERENCE MARK NO. 1 IS SSE OF THE STATION SET IN A BOULDER ABOUT
 PH2084'1.5 BY 4 FEET IN DIAMETER, 50 FEET S OF THE SCHOOL HOUSE AND 4 FEET
 PH2084'W OF N AND S RAIL FENCE LINE.  THE DISK IS STAMPED BROWNS NO. 1
 PH2084'1942 AND IS SET FLUSH WITH ROCK SURFACE.
 PH2084'
 PH2084'REFERENCE MARK NO. 2 IS WSW OF THE STATION, SET IN BEDROCK FLUSH
 PH2084'WITH THE GROUND, 30 FEET E OF THE OLD BARN, 100 FEET S OF THE CENTER
 PH2084'OF STATE ROUTE 26 AND 30 FEET N OF AN E AND W FENCE LINE.  THE
 PH2084'DISK IS STAMPED BROWNS NO. 2 1942 AND IS SET FLUSH WITH THE ROCK
 PH2084'SURFACE.
 PH2084'
 PH2084'TO REACH THE STATION FROM THE INTERSECTION OF JAMES AND CHURCH
 PH2084'STREETS IN ALEXANDRIA BAY, GO SE ON CHURCH STREET AND STATE ROUTE
 PH2084'26 FOR 4.2 MILES TO A SMALL WHITE SCHOOL HOUSE ON THE RIGHT
 PH2084'AND STATION AS DESCRIBED.
 PH2084'
 PH2084'NOTE--A 90-FT. TOWER REQUIRED TO CLEAR ALL LINES.
 PH2084'
 PH2084'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH2084
 PH2084                          STATION RECOVERY (1947)
 PH2084
 PH2084'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH2084'STATION COVERED WITH A MOUND OF SMALL BOULDERS.
 PH2084
 PH2084                          STATION RECOVERY (1974)
 PH2084
 PH2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PH2084'STATION MARK, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 PH2084'CONDITION.  RM NO. 2 WAS NOT FOUND, ALTHOUGH IT IS BELIEVED TO STILL
 PH2084'EXIST.  THE OLD SCHOOLHOUSE HAS BEEN REMOVED, BUT THE FOUNDATION
 PH2084'REMAINS.  DISTANCE AND ANGLES TO REFERENCE MARK AND AZIMUTH MARK
 PH2084'WERE NOT CHECKED.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 PH2084'
 PH2084'STATION IS LOCATED ALONG SOUTHWEST SIDE OF NY RTE. 26, AT SITE
 PH2084'OF THE OLD SCHOOLHOUSE.  STATION MARK IS A STANDARD DISK STAMPED
 PH2084'BROWNS 1942, CEMENTED IN A DRILL HOLE IN BEDROCK 8 INCHES BELOW
 PH2084'GROUND.  IT IS 32 FEET WEST OF NORTHWEST CORNER OF OLD SCHOOL
 PH2084'FOUNDATION, 105.5 FEET SOUTH OF A POWER POLE, 52 FEET NORTHWEST
 PH2084'OF A FENCE CORNER, 73 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER
 PH2084'AT A FENCE CORNER, AND 53 FEET SOUTHWEST OF CENTER LINE OF THE
 PH2084'HIGHWAY.
 PH2084'
 PH2084'RM NO. 1 IS A STANDARD DISK STAMPED BROWNS NO 1 1942, CEMENTED IN
 PH2084'A DRILL HOLE IN A 1-1/2 X 4-FOOT BOULDER, 50 FEET SOUTH OF THE OLD
 PH2084'SCHOOL FOUNDATION.
 PH2084'
 PH2084'RM NO. 2 IS A STANDARD DISK STAMPED BROWNS NO 2 1942, SET IN
 PH2084'BEDROCK FLUSH WITH GROUND, 30 FEET EAST OF AN OLD BARN, 100 FEET
 PH2084'SOUTHWEST OF CENTER LINE OF HIGHWAY AND 30 FEET NORTHEAST OF A
 PH2084'FENCE.  NOTE--THIS PARAGRAGH DESCRIBING RM NO. 2 WAS COPIED FROM
 PH2084'THE 1942 DESCRIPTION.
 PH2084'
 PH2084'AZIMUTH MARK IS A STANDARD DISK STAMPED BROWNS 1942, CEMENTED IN
 PH2084'A DRILL HOLE IN THE SOUTH CONCRETE CULVERT ABUTMENT OF A CULVERT
 PH2084'UNDER THE CEMETERY ROAD, 30 FEET NORTH OF CENTER LINE OF NY
 PH2084'RTE. 26B.  TO REACH FROM STATION, GO SOUTHEAST ON NY RTES. 26 AND
 PH2084'26B FOR 0.35 MILE TO AZIMUTH MARK AT CEMETERY DRIVE ON LEFT.
 PH2084'
 PH2084'TO REACH STATION FROM INTERSECTION OF NY RTES. 26 AND 12 IN
 PH2084'ALEXANDRIA BAY, GO SOUTHEAST ON NY RTE. 26 FOR 4.2 MILES TO STATION
 PH2084'ON RIGHT.
 PH2084'
 PH2084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PH2084'3 MILES WEST OF REDWOOD.
 PH2084
 PH2084                          STATION RECOVERY (1975)
 PH2084
 PH2084'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH2084'BROWNS 1942 GOOD
 PH2084'
 PH2084'BROWNS NO. 1 1942 GOOD
 PH2084'
 PH2084'BROWNS 1942 (AZ MK) GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0255 ***********************************************************************
 LX0255  DESIGNATION -  BROWNS HILL 2 RESET
 LX0255  PID         -  LX0255
 LX0255  STATE/COUNTY-  NY/SUFFOLK
 LX0255  USGS QUAD   -  ORIENT (1976)
 LX0255
 LX0255                         *CURRENT SURVEY CONTROL
 LX0255  ___________________________________________________________________
 LX0255* NAD 83(1996)-  41 09 10.42536(N)    072 17 35.77383(W)     ADJUSTED  
 LX0255* NAVD 88     -        36.064  (meters)     118.32   (feet)  ADJUSTED  
 LX0255  ___________________________________________________________________
 LX0255  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX0255  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LX0255  DYNAMIC HT  -          36.051 (meters)     118.28  (feet)  COMP
 LX0255  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 LX0255
 LX0255  HORZ ORDER  -  SECOND
 LX0255  VERT ORDER  -  SECOND    CLASS 0
 LX0255
 LX0255.The horizontal coordinates were established by classical geodetic methods
 LX0255.and adjusted by the National Geodetic Survey in January 1999..
 LX0255
 LX0255.The orthometric height was determined by differential leveling
 LX0255.and adjusted by the National Geodetic Survey in June 1991..
 LX0255
 LX0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0255
 LX0255.The geoid height was determined by GEOID03.
 LX0255
 LX0255.The dynamic height is computed by dividing the NAVD 88
 LX0255.geopotential number by the normal gravity value computed on the
 LX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0255.degrees latitude (g = 980.6199 gals.).
 LX0255
 LX0255.The modeled gravity was interpolated from observed gravity values.
 LX0255
 LX0255;                    North         East     Units Scale Factor Converg.
 LX0255;SPC NY L     -   110,915.155   443,255.860   MT  1.00000883   +1 06 58.8
 LX0255;SPC NY L     -   363,894.14  1,454,248.60   sFT  1.00000883   +1 06 58.8
 LX0255;UTM  18      - 4,559,262.041   727,124.706   MT  1.00023493   +1 46 55.1
 LX0255
 LX0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0255!SPC NY L     -   0.99999919  x   1.00000883  =   1.00000802
 LX0255!UTM  18      -   0.99999919  x   1.00023493  =   1.00023412
 LX0255
 LX0255|---------------------------------------------------------------------|
 LX0255| PID    Reference Object                     Distance      Geod. Az  |
 LX0255|                                                           dddmmss.s |
 LX0255| LX5681 BROWNS HILL                          29.840 METERS 04256     |
 LX0255| CZ7115 BROWNS HILL 2 RM 2                                 05814     |
 LX0255| LX5639 PLUM ISLAND LIGHTHOUSE              APPROX. 7.2 KM 0712321.4 |
 LX0255| CZ7116 BROWNS HILL 2 RM 3                   10.995 METERS 13846     |
 LX0255| CZ7114 BROWNS HILL 2 RM                      3.320 METERS 27558     |
 LX0255| LX0256 BROWNS HILL 2 RM 1                   25.550 METERS 34542     |
 LX0255| CZ7117 BROWNS HILL 2 RM 4                   13.705 METERS 34555     |
 LX0255|---------------------------------------------------------------------|
 LX0255
 LX0255                          SUPERSEDED SURVEY CONTROL
 LX0255
 LX0255  NAD 83(1996)-  41 09 10.42541(N)    072 17 35.77390(W) AD(       ) 2
 LX0255  NAD 83(1992)-  41 09 10.42406(N)    072 17 35.77301(W) AD(       ) 2
 LX0255  NAD 83(1986)-  41 09 10.42587(N)    072 17 35.77874(W) AD(       ) 2
 LX0255  NAD 27      -  41 09 10.00690(N)    072 17 37.48600(W) AD(       ) 2
 LX0255  NGVD 29 (??/??/92)   36.35   (m)          119.3    (f) COMPUTED    2 0
 LX0255
 LX0255.Superseded values are not recommended for survey control.
 LX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0255.See file dsdata.txt to determine how the superseded data were derived.
 LX0255
 LX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2712559262(NAD 83)
 LX0255_MARKER: DS = TRIANGULATION STATION DISK
 LX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0255_STAMPING: BROWNS HILL 2 1917 1932
 LX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0255+STABILITY: SURFACE MOTION
 LX0255
 LX0255  HISTORY     - Date     Condition        Report By
 LX0255  HISTORY     - 1917     MONUMENTED       CGS
 LX0255  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1956     GOOD             NGS
 LX0255  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX0255  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LX0255
 LX0255                          STATION DESCRIPTION
 LX0255
 LX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (IW)
 LX0255'THIS STATION IS ON LAND OWNED BY MR. W.R. WESTERFIELD, A LAWYER OF
 LX0255'MONTCLAIR, NEW JERSEY, WHO BOUGHT THE LAND TO BUILD A RESIDENCE,
 LX0255'WHICH WILL BE ON TOP OF HILL OVER THE ORIGINAL STATION.  THE HILL
 LX0255'IS ON OYSTER POND POINT ON LONG ISLAND, 3/4 OF A MILE FROM ORIENT,
 LX0255'NEW YORK, AND 2-3/4 MILES FROM ORIENT POINT.  IT IS 120 FEET HIGH
 LX0255'ON THE SHORE OF LONG ISLAND AND HAS A STEEP BARE BLUFF FACE ON
 LX0255'THE SOUND.  THE STATION IS LOCATED ON THE WESTERN SLOPE OF THE
 LX0255'HILL ABOUT 10 FEET BELOW THE HIGHEST POINT, 29.84 METERS FROM
 LX0255'STATION BROWNS HILL AND 2.85 METERS E OF THE W BOUNDARY OF THE
 LX0255'LAND OWNED BY MR. WESTERFIELD.
 LX0255'
 LX0255'THE POSITION OF THE STATION WAS DETERMINED BY MEASURING AN AZIMUTH
 LX0255'AND DISTANCE FROM BROWNS HILL STATION.
 LX0255'
 LX0255'THE UNDERGROUND MARK IS THE CENTER OF THE BOTTOM OF A BLACK
 LX0255'GLASS BOTTLE EMBEDDED IN A MASS OF CEMENT AND SAND WITH ITS TOP
 LX0255'3-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 LX0255'
 LX0255'THE SURFACE MARK IS A 4-INCH SEWER PIPE FILLED WITH CEMENT AND
 LX0255'SAND WITH A STANDARD STATION MARK IN THE TOP AND WITH A MASS OF
 LX0255'CEMENT AND SAND AROUND THE BOTTOM.  THE TOP OF THIS PIPE IS 3
 LX0255'INCHES BELOW THE NATURAL SURFACE OF THE HILL.  A SIMILAR PIPE WAS
 LX0255'USED AS THE REFERENCE MARK FILLED WITH CEMENT AND SAND AND WITH A
 LX0255'MASS OF THIS MATERIAL AROUND THE BOTTOM.
 LX0255'
 LX0255'A STANDARD REFERENCE MARK WAS PLACED IN THE TOP OF THE PIPE WHICH
 LX0255'IS AT THE SURFACE OF THE GROUND.  THE REFERENCE MARK IS 1 METER E
 LX0255'OF THE W BOUNDARY OF MR. WESTERFIELDS LAND.
 LX0255
 LX0255                          STATION RECOVERY (1931)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LX0255'STATION RECOVERED AS DESCRIBED.  REFERENCE INTACT.  DISTANCE
 LX0255'CHECKED.
 LX0255
 LX0255                          STATION RECOVERY (1932)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX0255'RECOVERED AS DESCRIBED.  THE UNDERGROUND MARK WAS NOT DISTURBED
 LX0255'BUT WAS REINFORCED BY PLACING A MASS OF CONCRETE AROUND IT.
 LX0255'
 LX0255'A NEW SURFACE MARK AND 2 NEW REFERENCE MARKS WERE ESTABLISHED AND
 LX0255'ARE MARKED, AS DESCRIBED IN NOTES 1A AND 11A, BY STANDARD BRONZE
 LX0255'DISKS SET IN CONCRETE.  REFERENCE MARK NO.1 IS 83.84 FEET, 359
 LX0255'DEGREES (MAGNETIC), FROM STATION.  REFERENCE MARK NO.2 IS 100.4
 LX0255'FEET, 73 DEGREES (MAGNETIC), FROM STATION.
 LX0255
 LX0255                          STATION RECOVERY (1933)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX0255'STATION WAS RECOVERED AS DESCRIBED.  ADDITIONAL NOTE--THE HILL IS
 LX0255'BARE (GRASS ONLY) AT PRESENT, BUT SMALL TREES AND SCRUB OAKS
 LX0255'SURROUND THE HILL.  THERE ARE SEVERAL LARGE ROCKS JUST A SHORT
 LX0255'DISTANCE S OF THE STATION.  STATION SETS BACK FROM THE BLUFFS EDGE
 LX0255'ABOUT 130 METERS AND AT PRESENT IS ABOUT 100 METERS N OF THE
 LX0255'NORTHERN EDGE OF A CULTIVATED FIELD.
 LX0255
 LX0255                          STATION RECOVERY (1934)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LX0255'STATION RECOVERED.  IT IS ON THE WESTERN SLOPE OF A BARE PEAK
 LX0255'ABOUT 10 FEET BELOW AND 80 FEET W OF ITS HIGHEST POINT.  STATION
 LX0255'SETS BACK FROM THE BLUFFS EDGE 130 METERS AND AT PRESENT IS ABOUT
 LX0255'100 METERS N OF THE NORTHERN EDGE OF A CULTIVATED FIELD.  THE
 LX0255'HILL IS BARE (GRASS ONLY) AT PRESENT, BUT SMALL TREES AND SCRUB
 LX0255'OAKS SURROUND THE HILL.  THERE ARE SEVERAL CEDAR TREES ON THE
 LX0255'SOUTHERN SLOPE OF THE HILL.
 LX0255'
 LX0255'SURFACE STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE
 LX0255'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.  ALL MARKS
 LX0255'ARE STAMPED BROWNS HILL 2, 1932.  REFERENCE MARKS ARE ALSO STAMPED
 LX0255'NO.1 AND NO.2 RESPECTIVELY.
 LX0255'
 LX0255'UNDERGROUND MARK IS THE CENTER OF THE BOTTOM OF A BLACK GLASS
 LX0255'BOTTLE EMBEDDED IN A MASS OF CEMENT MORTAR WITH ITS TOP 3-1/2 FEET
 LX0255'BELOW SURFACE OF GROUND.
 LX0255'
 LX0255'DISTANCE FROM STATION TO REFERENCE MARK NO.1 IS 83.84 FEET, TO
 LX0255'REFERENCE MARK NO.2, 100.40 FEET.
 LX0255'
 LX0255'STATION IS MOST EASILY REACHED FROM THE S SIDE.  FOLLOW THE MAIN
 LX0255'CONCRETE HIGHWAY ABOUT 3/4 MILE E OF THE ORIENT CHURCH AND TURN
 LX0255'OFF TO THE N AT THE MAILBOX OF J. DROSKOSKI GO THROUGH THE YARD
 LX0255'AND FOLLOW THE WAGON ROAD ACROSS THE FIELDS.  A PATH LEADS UP
 LX0255'THROUGH THE WOODS TO THE TOP OF THE HILL.  THE WOODS IS POSTED BY
 LX0255'THE ORIENT GUN CLUB.
 LX0255
 LX0255                          STATION RECOVERY (1939)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX0255'STATION IS 9 FEET E OF STONE FENCE ROW ALONG THE W BOUNDARY OF
 LX0255'WESTERFIELD PROPERTY.  SURFACE MARKS RECOVERED AS
 LX0255'DESCRIBED.  (STANDARD BRONZE DISKS SET IN CONCRETE MONUMENTS.)
 LX0255'
 LX0255'TO REACH BY ROAD, FROM SOLDIERS MONUMENT IN ORIENT VILLAGE
 LX0255'CONTINUE EASTERLY ALONG STATE HIGHWAY 25 FOR 0.9 MILE, TURN LEFT
 LX0255'THROUGH FARMYARD (WHITE SHINGLE HOUSE, GREEN TRIMMINGS, HAS
 LX0255'CONSPICUOUS WHITE WINDMILL TOWER) AND CONTINUE ALONG FIELD ROAD
 LX0255'TOWARD SOUND, WHEN ROAD ENTERS BRUSH BEAR TO RIGHT THEN CURVE
 LX0255'GRADUALLY TO LEFT AS ROAD ASCENDS HILL, CROSS CLEARED SPACE ON
 LX0255'HILLTOP TO W SIDE OF FIELD.
 LX0255
 LX0255                          STATION RECOVERY (1951)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX0255'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A NEW
 LX0255'HOUSE HAS NOW BEEN BUILT ON SUMMIT OF HILL BUT CARE WAS TAKEN NOT
 LX0255'TO DISTURB MARKS.
 LX0255'
 LX0255'TO REACH FROM SOLDIERS MONUMENT IN ORIENT VILLAGE GO EASTERLY ON
 LX0255'STATE ROUTE 25 FOR 0.9 MILE, TURN LEFT THRU FARMYARD (WHITE
 LX0255'SHINGLE HOUSE WITH GREEN TRIMMINGS, HAS CONSPICUOUS WHITE WIND
 LX0255'MILL TOWER) AND CONTINUE ALONG FIELD ROAD TO TOP OF HILL AND NEW
 LX0255'HOUSE ON SUMMIT.  STATION IS ABOUT 100 FEET SOUTHWEST OF THE
 LX0255'SOUTHWEST CORNER OF HOUSE, 9 FEET EAST OF OLD STONE FENCE, ON
 LX0255'THE SOUTHWEST SLOPE OF HILL, ABOUT 10 FEET LOWER THAN THE
 LX0255'SUMMIT.
 LX0255
 LX0255                          STATION RECOVERY (1954)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JHB)
 LX0255'THE STATION MARK AND REFERENCE MARKS NOS.1 AND 2 RECOVERED IN
 LX0255'GOOD CONDITION.  DESCRIPTION ADEQUATE WITH ADDITIONS NOTED
 LX0255'BELOW.  REFERENCE MARK NO. 2 WAS REMOVED DUE TO NEW CONSTRUCTION
 LX0255'AND REFERENCE MARK NO. 3 ESTABLISHED.
 LX0255'
 LX0255'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION AND ABOUT 5 FT. LOWER
 LX0255'THAN THE STATION.  IT IS 2 FT. NE OF A SE-NW FENCE LINE SET
 LX0255'FLUSH WITH THE GROUND AND STAMPED BROWNS NEEDLE 2 1932 RM 3
 LX0255'1954 (NOTE 11A).
 LX0255'
 LX0255'TO REACH THE STATION FROM THE MEMORIAL SHAFT ON STATE ROUTE 27
 LX0255'IN ORIENT CONTINUE EASTWARD ON STATE ROUTE 27 FOR 1.1 MILES TO T
 LX0255'ROAD LEFT.  TURN LEFT AND GO UPHILL 0.6 MILE TO RESIDENCE OF
 LX0255'D.M. ROBERTSON AND STATION IS
 LX0255
 LX0255                          STATION RECOVERY (1956)
 LX0255
 LX0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LX0255'1.8 MI NE FROM ORIENT.
 LX0255'0.2 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 LX0255'ORIENT, THENCE 1 MILE EAST ALONG STATE HIGHWAY NO. 25, THENCE
 LX0255'0.55 MILE NORTHWEST ALONG AN OIL ROAD TO THE HOME OF
 LX0255'D.M. ROBERTSON, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LX0255'HOUSE, SET IN TOP OF A CONCRETE POST ON THE WEST SLOPE OF HILL,
 LX0255'FLUSH WITH THE GROUND.
 LX0255
 LX0255                          STATION RECOVERY (1962)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX0255'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE
 LX0255'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH THE
 LX0255'FOLLOWING ADDITIONS.
 LX0255'
 LX0255'THE STATION IS 46.6 FEET SW OF SW CORNER OF HOUSE.
 LX0255'
 LX0255'REFERENCE MARK NO. 1 IS 56.0 FEET NORTH OF CENTER OF FIREPLACE
 LX0255'CHIMNEY, 58.8 FEET NE OF NE CORNER OF HOUSE.
 LX0255'
 LX0255'THE DESCRIPTION FOR REFERENCE MARK NO. 3 IS ADEQUATE FOR FUTURE
 LX0255'RECOVERY.
 LX0255'
 LX0255'TO REACH THE STATION FROM THE MEMORIAL SHAFT ON STATE ROUTE
 LX0255'27 IN ORIENT CONTINUE EASTWARD ON STATE ROUTE 27 FOR 1.1 MILES TO
 LX0255'T ROAD LEFT.  TURN LEFT AND GO UPHILL 1.4 MILES TO RESIDENCE OF
 LX0255'D.M. ROBERTSON AND STATION.
 LX0255
 LX0255                          STATION RECOVERY (1964)
 LX0255
 LX0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LX0255'STATION MARK, RMS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.  AT
 LX0255'THE REQUEST OF THE OWNER, MR. D.M. ROBERTSON, RM 1 WAS MOVED OUT
 LX0255'OF THE WAY OF CONSTRUCTION OF A NEW DRIVEWAY, AND AS THERE WAS
 LX0255'NOTHING WHATEVER VISIBLE BEYOND THE TOP OF THE HILL FROM THE
 LX0255'STATION, THE MARK WAS MOVED ON LINE WITH AND CLOSER TO THE
 LX0255'STATION.
 LX0255'
 LX0255'RM 4 IS A STANDARD DISK STAMPED BROWNS HILL 2 NO 4 1932, SET IN
 LX0255'A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  (NOTE 11A) IT IS
 LX0255'44.96 FEET (13.705 METERS) NORTHWEST OF THE STATION
 LX0255'MARK.  RM 3 TO RM 4--207 DEG 09 MIN 20 SEC.
 LX0255'
 LX0255'TO REACH FROM THE MEMORIAL SHAFT ON STATE HIGHWAY 27, IN ORIENT
 LX0255'VILLAGE, GO EAST ON 27 FOR 1.1 MILES TO A PAVED ROAD ON THE
 LX0255'LEFT, TURN LEFT AND GO NORTHWARD ON THE PRIVATE ROAD FOR 0.4 MILE
 LX0255'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE UPGRADE FOR 0.15
 LX0255'MILE TO A PAVED DRIVEWAY ON THE LEFT, TURN LEFT AND CONTINUE TO
 LX0255'THE TOP OF THE HILL, ROBERTSONS HOUSE, AND THE MARK ON THE
 LX0255'RIGHT.
 LX0255
 LX0255                          STATION RECOVERY (2001)
 LX0255
 LX0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LX0255'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0256 ***********************************************************************
 LX0256  DESIGNATION -  BROWNS HILL 2 RM 1
 LX0256  PID         -  LX0256
 LX0256  STATE/COUNTY-  NY/SUFFOLK
 LX0256  USGS QUAD   -  ORIENT (1976)
 LX0256
 LX0256                         *CURRENT SURVEY CONTROL
 LX0256  ___________________________________________________________________
 LX0256* NAD 83(1986)-  41 09 10.     (N)    072 17 36.     (W)     SCALED    
 LX0256* NAVD 88     -        36.639  (meters)     120.21   (feet)  ADJUSTED  
 LX0256  ___________________________________________________________________
 LX0256  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LX0256  DYNAMIC HT  -          36.625 (meters)     120.16  (feet)  COMP
 LX0256  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 LX0256
 LX0256  VERT ORDER  -  SECOND    CLASS 0
 LX0256
 LX0256.The horizontal coordinates were scaled from a topographic map and have
 LX0256.an estimated accuracy of +/- 6 seconds.
 LX0256
 LX0256.The orthometric height was determined by differential leveling
 LX0256.and adjusted by the National Geodetic Survey in June 1991..
 LX0256
 LX0256.The geoid height was determined by GEOID03.
 LX0256
 LX0256.The dynamic height is computed by dividing the NAVD 88
 LX0256.geopotential number by the normal gravity value computed on the
 LX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0256.degrees latitude (g = 980.6199 gals.).
 LX0256
 LX0256.The modeled gravity was interpolated from observed gravity values.
 LX0256
 LX0256;                    North         East    Units  Estimated Accuracy
 LX0256;SPC NY L     -   110,900.      443,250.      MT  (+/- 180 meters Scaled)
 LX0256
 LX0256                          SUPERSEDED SURVEY CONTROL
 LX0256
 LX0256  NGVD 29 (??/??/92)   36.93   (m)          121.2    (f) COMPUTED    2 0
 LX0256
 LX0256.Superseded values are not recommended for survey control.
 LX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0256.See file dsdata.txt to determine how the superseded data were derived.
 LX0256
 LX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL271592(NAD 83)
 LX0256_MARKER: DR = REFERENCE MARK DISK
 LX0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0256_STAMPING: BROWN HILL 2 NO 1 1932
 LX0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0256+STABILITY: SURFACE MOTION
 LX0256
 LX0256  HISTORY     - Date     Condition        Report By
 LX0256  HISTORY     - 1932     MONUMENTED       CGS
 LX0256  HISTORY     - 1956     GOOD             NGS
 LX0256
 LX0256                          STATION DESCRIPTION
 LX0256
 LX0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LX0256'1.8 MI NE FROM ORIENT.
 LX0256'0.2 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 LX0256'ORIENT, THENCE 1 MILE EAST ALONG STATE HIGHWAY NO. 25, THENCE
 LX0256'0.55 MILE NORTHWEST ALONG AN OIL ROAD TO THE HOME OF D.M.
 LX0256'ROBERTSON, 58 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE, 36
 LX0256'FEET WEST OF THE CENTERLINE OF TRAIL ROAD AT THE NORTHWEST
 LX0256'SIDE OF HOUSE, SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0257 ***********************************************************************
 LX0257  DESIGNATION -  BROWNS HILL 2 RM 3
 LX0257  PID         -  LX0257
 LX0257  STATE/COUNTY-  NY/SUFFOLK
 LX0257  USGS QUAD   -  ORIENT (1976)
 LX0257
 LX0257                         *CURRENT SURVEY CONTROL
 LX0257  ___________________________________________________________________
 LX0257* NAD 83(1986)-  41 09 10.     (N)    072 17 35.     (W)     SCALED    
 LX0257* NAVD 88     -        34.404  (meters)     112.87   (feet)  ADJUSTED  
 LX0257  ___________________________________________________________________
 LX0257  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LX0257  DYNAMIC HT  -          34.392 (meters)     112.83  (feet)  COMP
 LX0257  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 LX0257
 LX0257  VERT ORDER  -  SECOND    CLASS 0
 LX0257
 LX0257.The horizontal coordinates were scaled from a topographic map and have
 LX0257.an estimated accuracy of +/- 6 seconds.
 LX0257
 LX0257.The orthometric height was determined by differential leveling
 LX0257.and adjusted by the National Geodetic Survey in June 1991..
 LX0257
 LX0257.The geoid height was determined by GEOID03.
 LX0257
 LX0257.The dynamic height is computed by dividing the NAVD 88
 LX0257.geopotential number by the normal gravity value computed on the
 LX0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0257.degrees latitude (g = 980.6199 gals.).
 LX0257
 LX0257.The modeled gravity was interpolated from observed gravity values.
 LX0257
 LX0257;                    North         East    Units  Estimated Accuracy
 LX0257;SPC NY L     -   110,900.      443,270.      MT  (+/- 180 meters Scaled)
 LX0257
 LX0257                          SUPERSEDED SURVEY CONTROL
 LX0257
 LX0257  NGVD 29 (??/??/92)   34.69   (m)          113.8    (f) COMPUTED    2 0
 LX0257
 LX0257.Superseded values are not recommended for survey control.
 LX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0257.See file dsdata.txt to determine how the superseded data were derived.
 LX0257
 LX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL271592(NAD 83)
 LX0257_MARKER: DR = REFERENCE MARK DISK
 LX0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0257_STAMPING: BROWNS HILL 2 NO 3 1932
 LX0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0257+STABILITY: SURFACE MOTION
 LX0257
 LX0257  HISTORY     - Date     Condition        Report By
 LX0257  HISTORY     - 1932     MONUMENTED       CGS
 LX0257  HISTORY     - 1956     GOOD             NGS
 LX0257
 LX0257                          STATION DESCRIPTION
 LX0257
 LX0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LX0257'1.8 MI NE FROM ORIENT.
 LX0257'0.2 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT ORIENT,
 LX0257'THENCE 1 MILE EAST ALONG STATE HIGHWAY NO. 25, THENCE 0.55 MILE
 LX0257'NORTHWEST ALONG AN OIL ROAD TO THE HOME OF D.M. ROBERTSON, 61
 LX0257'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 35 FEET SOUTH
 LX0257'OF THE STATION, 3 FEET NORTHEAST OF AN OLD ROCKWALL FENCE, SET IN
 LX0257'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2680 ***********************************************************************
 KU2680  DESIGNATION -  BROWNS TOWER
 KU2680  PID         -  KU2680
 KU2680  STATE/COUNTY-  NY/SUFFOLK
 KU2680  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2680
 KU2680                         *CURRENT SURVEY CONTROL
 KU2680  ___________________________________________________________________
 KU2680* NAD 83(1996)-  40 53 34.87842(N)    073 26 15.15929(W)     ADJUSTED  
 KU2680* NAVD 88     -                                                        
 KU2680  ___________________________________________________________________
 KU2680  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KU2680  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU2680
 KU2680  HORZ ORDER  -  THIRD
 KU2680
 KU2680.The horizontal coordinates were established by classical geodetic methods
 KU2680.and adjusted by the National Geodetic Survey in January 1999..
 KU2680
 KU2680
 KU2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2680
 KU2680.The geoid height was determined by GEOID03.
 KU2680
 KU2680;                    North         East     Units Scale Factor Converg.
 KU2680;SPC NY L     -    80,811.531   347,398.195   MT  0.99999518   +0 22 04.4
 KU2680;SPC NY L     -   265,129.16  1,139,755.58   sFT  0.99999518   +0 22 04.4
 KU2680;SPC CT       -   159,259.636   246,858.511   MT  1.00004520   -0 27 21.2
 KU2680;SPC CT       -   522,504.32    809,901.63   sFT  1.00004520   -0 27 21.2
 KU2680;UTM  18      - 4,528,056.586   631,619.519   MT  0.99981322   +1 01 22.8
 KU2680
 KU2680                          SUPERSEDED SURVEY CONTROL
 KU2680
 KU2680  NAD 83(1996)-  40 53 34.88086(N)    073 26 15.15864(W) AD(       ) 4
 KU2680  NAD 83(1992)-  40 53 34.88010(N)    073 26 15.15657(W) AD(       ) 4
 KU2680  NAD 83(1986)-  40 53 34.88132(N)    073 26 15.15916(W) AD(       ) 4
 KU2680  NAD 27      -  40 53 34.53900(N)    073 26 16.73700(W) AD(       ) 3
 KU2680
 KU2680.Superseded values are not recommended for survey control.
 KU2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2680.See file dsdata.txt to determine how the superseded data were derived.
 KU2680
 KU2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3162028057(NAD 83)
 KU2680_MARKER: 55 = TOWER
 KU2680
 KU2680  HISTORY     - Date     Condition        Report By
 KU2680  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2680  HISTORY     - 1939     GOOD             CGS
 KU2680
 KU2680                          STATION DESCRIPTION
 KU2680
 KU2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2680'STATION IS A LARGE, SQUARE TOWER ON THE ESTATE OF MR. GEO. MCK.
 KU2680'BROWN, ON THE SOUTHWESTERN SIDE OF HUNTINGTON HARBOR, FACING THE
 KU2680'ENTRANCE.  IT IS VERY CONSPICUOUS FROM THE ENTRANCE TO THE HARBOR
 KU2680'AND FROM MANY POINTS OUTSIDE IN THE BAY BUT NOT FROM THE UPPER
 KU2680'PART OF THE HARBOR.  TWO POINTS WERE DETERMINED, THE FIRST THE
 KU2680'CENTER OF THE TOWER (THE MIDDLE POINT OF THE VERY SHORT RIDGE
 KU2680'WHICH TERMINATES THE STEEP ROOF), AND THE SECOND THE APEX OF THE
 KU2680'ROUND TURRET WHICH DECORATES ONE CORNER OF THE TOWER.  FOR
 KU2680'TOPOGRAPHIC WORK, THE LAST-MENTIONED WOULD PROBABLY PROVE MOST
 KU2680'USEFUL.  BUT FOR HYDROGRAPHIC WORK THE CENTER OF THE WHOLE MASS OF
 KU2680'THE TOWER MIGHT BE MORE CONVENIENT.
 KU2680'
 KU2680'FROM CENTER OF TOWER, TRIANGULATION STATION FLINSCH IS DISTANT
 KU2680'3876.6 METERS IN BEARING 188 DEG 54 MIN 01 SEC. AND STATION
 KU2680'SANDWORKS IS DISTANT 3935.8 METERS IN BEARING 222 DEG 00 MIN 09 SEC.
 KU2680'
 KU2680'FROM ECCENTRIC TURRET, TRIANGULATION STATION GILBERT IS DISTANT
 KU2680'2880.8 METERS IN BEARING N 82 DEG 4 MIN 17 SEC E.  AND STATION
 KU2680'TITUS IS 1982.4 METERS DISTANT IN BEARING 7 DEG 29 MIN 08 SEC.
 KU2680
 KU2680                          STATION RECOVERY (1939)
 KU2680
 KU2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2680'STATION IS ON SPIRE ON BROWNS GATE TOWER ADJACENT TO STEEP SQUARE
 KU2680'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2681 ***********************************************************************
 KU2681  DESIGNATION -  BROWNS TWIN CHIMNEYS
 KU2681  PID         -  KU2681
 KU2681  STATE/COUNTY-  NY/SUFFOLK
 KU2681  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2681
 KU2681                         *CURRENT SURVEY CONTROL
 KU2681  ___________________________________________________________________
 KU2681* NAD 83(1996)-  40 53 35.00007(N)    073 26 14.68919(W)     ADJUSTED  
 KU2681* NAVD 88     -                                                        
 KU2681  ___________________________________________________________________
 KU2681  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 KU2681  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU2681
 KU2681  HORZ ORDER  -  THIRD
 KU2681
 KU2681.The horizontal coordinates were established by classical geodetic methods
 KU2681.and adjusted by the National Geodetic Survey in January 1999..
 KU2681
 KU2681
 KU2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2681
 KU2681.The geoid height was determined by GEOID03.
 KU2681
 KU2681;                    North         East     Units Scale Factor Converg.
 KU2681;SPC NY L     -    80,815.354   347,409.175   MT  0.99999518   +0 22 04.7
 KU2681;SPC NY L     -   265,141.71  1,139,791.60   sFT  0.99999518   +0 22 04.7
 KU2681;SPC CT       -   159,263.301   246,869.545   MT  1.00004520   -0 27 20.9
 KU2681;SPC CT       -   522,516.35    809,937.83   sFT  1.00004520   -0 27 20.9
 KU2681;UTM  18      - 4,528,060.534   631,630.452   MT  0.99981326   +1 01 23.1
 KU2681
 KU2681                          SUPERSEDED SURVEY CONTROL
 KU2681
 KU2681  NAD 83(1996)-  40 53 35.00233(N)    073 26 14.68854(W) AD(       ) 4
 KU2681  NAD 83(1992)-  40 53 35.00181(N)    073 26 14.68620(W) AD(       ) 4
 KU2681  NAD 83(1986)-  40 53 35.00314(N)    073 26 14.68875(W) AD(       ) 4
 KU2681  NAD 27      -  40 53 34.65300(N)    073 26 16.26700(W) AD(       ) 3
 KU2681
 KU2681.Superseded values are not recommended for survey control.
 KU2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2681.See file dsdata.txt to determine how the superseded data were derived.
 KU2681
 KU2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3163028061(NAD 83)
 KU2681_MARKER: 85 = CHIMNEY
 KU2681
 KU2681  HISTORY     - Date     Condition        Report By
 KU2681  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2681
 KU2681                          STATION DESCRIPTION
 KU2681
 KU2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2681'TWO TALL CHIMNEYS AT OR NEAR THE MIDDLE OF THE ROOF OF THE HOUSE
 KU2681'OF MR. GEO. MC K. BROWN, WHICH IS SITUATED ON HIGH GROUND ON THE
 KU2681'SOUTHWESTERN SIDE OF HUNTINGTON HARBOR, FACING THE ENTRANCE, FROM
 KU2681'WHICH DIRECTION THE HOUSE IS CONSPICUOUS.  THE HOUSE IS VERY LARGE
 KU2681'AND HAS SEVERAL OTHER CHIMNEYS BUT THE TWO IN QUESTION ARE THE
 KU2681'MOST NOTICEABLE AND ARE DISTINGUISHED FROM ALL THE OTHERS BY BEING
 KU2681'VERY CLOSE TOGETHER AND BY BEING CONNECTED BY AN ORNAMENTAL TIE,
 KU2681'ABOUT HALF THE WAY UP FROM THE ROOF.
 KU2681'
 KU2681'TRIANGULATION STATION GILBERT IS DISTANT 2894.5 METERS IN BEARING
 KU2681'N 8S 5 DEG 4S 5 MIN 17 SEC E. AND STATION TITUS IS DISTANT 2160.8
 KU2681'METERS IN BEARING S 5 DEG 58 MIN 17 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3539 ***********************************************************************
 KU3539  DESIGNATION -  BROWNSVILLE BKLYN INCIN CHIM
 KU3539  PID         -  KU3539
 KU3539  STATE/COUNTY-  NY/KINGS
 KU3539  USGS QUAD   -  BROOKLYN (1979)
 KU3539
 KU3539                         *CURRENT SURVEY CONTROL
 KU3539  ___________________________________________________________________
 KU3539* NAD 83(1996)-  40 39 12.40469(N)    073 53 23.59827(W)     ADJUSTED  
 KU3539* NAVD 88     -                                                        
 KU3539  ___________________________________________________________________
 KU3539  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 KU3539  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KU3539
 KU3539  HORZ ORDER  -  THIRD
 KU3539
 KU3539.The horizontal coordinates were established by classical geodetic methods
 KU3539.and adjusted by the National Geodetic Survey in January 1999..
 KU3539
 KU3539
 KU3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3539
 KU3539.The geoid height was determined by GEOID03.
 KU3539
 KU3539;                    North         East     Units Scale Factor Converg.
 KU3539;SPC NY L     -    54,060.500   309,312.617   MT  1.00000076   +0 04 19.3
 KU3539;SPC NY L     -   177,363.49  1,014,803.14   sFT  1.00000076   +0 04 19.3
 KU3539;UTM  18      - 4,500,879.766   593,850.276   MT  0.99970841   +0 43 23.8
 KU3539
 KU3539                          SUPERSEDED SURVEY CONTROL
 KU3539
 KU3539  NAD 83(1996)-  40 39 12.40630(N)    073 53 23.59766(W) AD(       ) 4
 KU3539  NAD 83(1992)-  40 39 12.40620(N)    073 53 23.59766(W) AD(       ) 4
 KU3539  NAD 83(1986)-  40 39 12.40673(N)    073 53 23.59766(W) AD(       ) 4
 KU3539  NAD 27      -  40 39 12.03900(N)    073 53 25.10300(W) AD(       ) 3
 KU3539
 KU3539.Superseded values are not recommended for survey control.
 KU3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3539.See file dsdata.txt to determine how the superseded data were derived.
 KU3539
 KU3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9385000880(NAD 83)
 KU3539_MARKER: 85 = CHIMNEY
 KU3539
 KU3539  HISTORY     - Date     Condition        Report By
 KU3539  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU3539
 KU3539                          STATION DESCRIPTION
 KU3539
 KU3539'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3539'THE PROMINENT CHIMNEY -- IN THE BROWNSVILLE SECTION OF BROOKLYN,
 KU3539'AT THE INTERSECTION OF GEORGIA AVENUE AND COSINE STREET--RISING
 KU3539'FROM THE W SIDE OF THE TRUCK-RAMP OF THE BROOKLYN ASH
 KU3539'INCINERATOR.  IT IS AN ORDINARY TYPE, ROUND, YELLOW-BRICK
 KU3539'CHIMNEY.
 KU3539'
 KU3539'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 125 FEET ABOVE
 KU3539'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2060 ***********************************************************************
 NB2060  DESIGNATION -  BR+PRR ROW MON
 NB2060  PID         -  NB2060
 NB2060  STATE/COUNTY-  NY/LIVINGSTON
 NB2060  USGS QUAD   -  CALEDONIA (1976)
 NB2060
 NB2060                         *CURRENT SURVEY CONTROL
 NB2060  ___________________________________________________________________
 NB2060* NAD 83(1996)-  42 59 09.60964(N)    077 51 53.26864(W)     ADJUSTED  
 NB2060* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 NB2060  ___________________________________________________________________
 NB2060  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 NB2060  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NB2060
 NB2060  HORZ ORDER  -  SECOND
 NB2060
 NB2060.The horizontal coordinates were established by classical geodetic methods
 NB2060.and adjusted by the National Geodetic Survey in January 1999..
 NB2060
 NB2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2060
 NB2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2060
 NB2060.The geoid height was determined by GEOID03.
 NB2060
 NB2060;                    North         East     Units Scale Factor Converg.
 NB2060;SPC NY W     -   331,865.666   408,599.907   MT  0.99997973   +0 29 23.7
 NB2060;SPC NY W     - 1,088,795.94  1,340,548.19   sFT  0.99997973   +0 29 23.7
 NB2060;UTM  18      - 4,763,243.387   266,435.146   MT  1.00027116   -1 57 15.0
 NB2060
 NB2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2060!SPC NY W     -   0.99997412  x   0.99997973  =   0.99995385
 NB2060!UTM  18      -   0.99997412  x   1.00027116  =   1.00024527
 NB2060
 NB2060                          SUPERSEDED SURVEY CONTROL
 NB2060
 NB2060  NAD 83(1986)-  42 59 09.61654(N)    077 51 53.26608(W) AD(       ) 2
 NB2060  NAD 27      -  42 59 09.39269(N)    077 51 54.22662(W) AD(       ) 2
 NB2060  NGVD 29 (07/19/86)  199.9    (m)          656.     (f) VERT ANG       
 NB2060
 NB2060.Superseded values are not recommended for survey control.
 NB2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2060.See file dsdata.txt to determine how the superseded data were derived.
 NB2060
 NB2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6643563243(NAD 83)
 NB2060_MARKER: H = DRILL HOLE
 NB2060_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NB2060_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2060
 NB2060  HISTORY     - Date     Condition        Report By
 NB2060  HISTORY     - 1978     MONUMENTED       NY-055
 NB2060  HISTORY     - 19910714 GOOD             USPSQD
 NB2060
 NB2060                          STATION DESCRIPTION
 NB2060
 NB2060'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 NB2060'IN THE TOWN OF CALEDONIA, LIVINGSTON COUNTY, ON THE E SIDE OF SPRING
 NB2060'ST ABOUT 0.5 MI S OF GEORGE ST, COUNTY RT 147.  STATION IS ASSUMED TO
 NB2060'BE A ROW MON OF THE BR+PRR.  IT IS ABOUT 6 IN SQUARE AND STANDS 1.5 FT
 NB2060'ABOVE GRADE, 47.75 FT N OF N RAIL, 27.5 E OF CL OF PVMT, 55.60 E OF
 NB2060'POLE NM 34, 5.82 FT SE OF POLE RTC 31
 NB2060
 NB2060                          STATION RECOVERY (1991)
 NB2060
 NB2060'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0095 ***********************************************************************
 PJ0095  DESIGNATION -  BRUN
 PJ0095  PID         -  PJ0095
 PJ0095  STATE/COUNTY-  NY/JEFFERSON
 PJ0095  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0095
 PJ0095                         *CURRENT SURVEY CONTROL
 PJ0095  ___________________________________________________________________
 PJ0095* NAD 83(1986)-  44 09 40.     (N)    076 15 53.     (W)     SCALED    
 PJ0095* NAVD 88     -        88.379  (meters)     289.96   (feet)  ADJUSTED  
 PJ0095  ___________________________________________________________________
 PJ0095  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 PJ0095  DYNAMIC HT  -          88.367 (meters)     289.92  (feet)  COMP
 PJ0095  MODELED GRAV-     980,484.7   (mgal)                       NAVD 88
 PJ0095
 PJ0095  VERT ORDER  -  FIRST     CLASS 0
 PJ0095
 PJ0095.The horizontal coordinates were scaled from a topographic map and have
 PJ0095.an estimated accuracy of +/- 6 seconds.
 PJ0095
 PJ0095.The orthometric height was determined by differential leveling
 PJ0095.and adjusted by the National Geodetic Survey in June 1991..
 PJ0095
 PJ0095.The geoid height was determined by GEOID03.
 PJ0095
 PJ0095.The dynamic height is computed by dividing the NAVD 88
 PJ0095.geopotential number by the normal gravity value computed on the
 PJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0095.degrees latitude (g = 980.6199 gals.).
 PJ0095
 PJ0095.The modeled gravity was interpolated from observed gravity values.
 PJ0095
 PJ0095;                    North         East    Units  Estimated Accuracy
 PJ0095;SPC NY C     -   462,220.      275,480.      MT  (+/- 180 meters Scaled)
 PJ0095
 PJ0095                          SUPERSEDED SURVEY CONTROL
 PJ0095
 PJ0095  NGVD 29 (??/??/92)   88.52   (m)          290.4    (f) COMPUTED    1 0
 PJ0095
 PJ0095.Superseded values are not recommended for survey control.
 PJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0095.See file dsdata.txt to determine how the superseded data were derived.
 PJ0095
 PJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP988905(NAD 83)
 PJ0095_MARKER: Z = SEE DESCRIPTION
 PJ0095_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PJ0095+WITH SETTING: INTO GROUND
 PJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0095+STABILITY: SURFACE MOTION
 PJ0095
 PJ0095  HISTORY     - Date     Condition        Report By
 PJ0095  HISTORY     - UNK      MONUMENTED       CGS
 PJ0095  HISTORY     - 1968     GOOD             NGS
 PJ0095
 PJ0095                          STATION DESCRIPTION
 PJ0095
 PJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 PJ0095'4.3 MI NE FROM CAPE VINCENT.
 PJ0095'BRUN BM IS AT JEFFERSON COUNTY, NEW YORK, APPROXIMATELY 4.3 MILES
 PJ0095'NORTHEASTERLY OF THE INTERSECTION OF MARKET AND BROADWAY STREETS IN
 PJ0095'CAPE VINCENT, 207.5 FEET NORHTEASTERLY OF UTILITY POLE NO. 286, 70
 PJ0095'FEET NORTHWEST OF CENTERLINE OF NEW YORK HIGHWAY 12E, 31.2 FEET
 PJ0095'SOUTHEAST OF UTILITY POLE NO. 285, 27 FEET SOUTHWEST OF CENTERLINE
 PJ0095'OF BARNHAM POINT STATE PARK ENTRANCE ROAD, 2.6 FEET NORTHWEST OF AN
 PJ0095'8-INCH BY 8-INCH BY 12 FOOT WOODEN SIGN POST, 1/2 FOOT BELOW THE
 PJ0095'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 PJ0095'COPPER-COATED STEEL ROD, 10 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1686 ***********************************************************************
 PH1686  DESIGNATION -  BRUNNER
 PH1686  PID         -  PH1686
 PH1686  STATE/COUNTY-  NY/ST LAWRENCE
 PH1686  USGS QUAD   -  STARK (1968)
 PH1686
 PH1686                         *CURRENT SURVEY CONTROL
 PH1686  ___________________________________________________________________
 PH1686* NAD 83(1996)-  44 25 26.44469(N)    074 47 34.09544(W)     ADJUSTED  
 PH1686* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 PH1686  ___________________________________________________________________
 PH1686  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 PH1686  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PH1686
 PH1686  HORZ ORDER  -  THIRD
 PH1686
 PH1686.The horizontal coordinates were established by classical geodetic methods
 PH1686.and adjusted by the National Geodetic Survey in January 1999..
 PH1686
 PH1686.The orthometric height was scaled from a topographic map.
 PH1686
 PH1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1686
 PH1686.The geoid height was determined by GEOID03.
 PH1686
 PH1686;                    North         East     Units Scale Factor Converg.
 PH1686;SPC NY E     -   620,915.031   126,685.508   MT  0.99990668   -0 12 17.8
 PH1686;SPC NY E     - 2,037,118.73    415,634.04   sFT  0.99990668   -0 12 17.8
 PH1686;UTM  18      - 4,918,989.594   516,492.973   MT  0.99960335   +0 08 42.1
 PH1686
 PH1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1686!SPC NY E     -   0.99992820  x   0.99990668  =   0.99983489
 PH1686!UTM  18      -   0.99992820  x   0.99960335  =   0.99953158
 PH1686
 PH1686|---------------------------------------------------------------------|
 PH1686| PID    Reference Object                     Distance      Geod. Az  |
 PH1686|                                                           dddmmss.s |
 PH1686| CZ7558 BRUNNER RM 1                         19.491 METERS 12559     |
 PH1686| CZ7559 BRUNNER RM 2                         28.971 METERS 25522     |
 PH1686| PH1687 FIKE                                APPROX. 6.3 KM 3410859.6 |
 PH1686|---------------------------------------------------------------------|
 PH1686
 PH1686                          SUPERSEDED SURVEY CONTROL
 PH1686
 PH1686  NAD 83(1986)-  44 25 26.45169(N)    074 47 34.09732(W) AD(       ) 3
 PH1686  NAD 27      -  44 25 26.22569(N)    074 47 35.42118(W) AD(       ) 3
 PH1686
 PH1686.Superseded values are not recommended for survey control.
 PH1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1686.See file dsdata.txt to determine how the superseded data were derived.
 PH1686
 PH1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1649318990(NAD 83)
 PH1686_MARKER: DS = TRIANGULATION STATION DISK
 PH1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1686
 PH1686  HISTORY     - Date     Condition        Report By
 PH1686  HISTORY     - 1963     MONUMENTED       CGS
 PH1686
 PH1686                          STATION DESCRIPTION
 PH1686
 PH1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1686'ABOUT 7-1/2 MILES SOUTHEAST OF SOUTH COLTON, 22 MILES NORTHWEST OF
 PH1686'TUPPER LAKE, ON THE NORTHEAST AND LOWER END OF BRUNNER HILL, AND
 PH1686'ON THE PROPERTY OF MR. ED. MARTIN.  IT IS 54 FEET EAST OF A ROAD
 PH1686'FORK INTERSECTION, 27 FEET NORTH OF THE CENTERLINE OF A WOODS ROAD,
 PH1686'10 FEET SOUTHEAST OF A 10 INCH MAPLE TREE AND 4 FEET WEST OF A
 PH1686'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 PH1686'STAMPED BRUNNER 1963.
 PH1686'
 PH1686'TO REACH THE STATION FROM THE RAQUETTE RIVER BRIDGE IN SOUTH COLTON,
 PH1686'GO SOUTHEAST ON STATE HIGHWAY 56 FOR 2.5 MILES TO AN OLD FRAME
 PH1686'SCHOOL BUILDING ON THE LEFT.  CONTINUE SOUTHEASTERLY ON HIGHWAY 56
 PH1686'FOR 3.25 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEASTERLY ON THE
 PH1686'HIGHWAY FOR 2.2 MILES TO A LOCKED CABLE GATE ON THE RIGHT (AT
 PH1686'THE NORTH END OF A WHITE CONCRETE GUARD RAIL).  TURN RIGHT
 PH1686'PASSING THROUGH THE GATE AND GO WEST FOR 0.05 MILE TO A DIM ROAD
 PH1686'FORK.  KEEP THE RIGHT FORK AND CONTINUE WESTERLY ON THE WOODS
 PH1686'ROAD FOR 0.4 MILE TO A DIM ROAD FORK.  KEEP THE LEFT FORK AND GO
 PH1686'SOUTHERLY FOR 0.2 MILE TO A ROAD FORK.  KEEP THE LEFT FORK AND GO
 PH1686'SOUTHEAST ON THE WOODS ROAD FOR 0.4 MILE TO A ROAD FORK WITH
 PH1686'A LEANING TREE IN THE CENTER OF THE FORKS.  TURN LEFT AND GO UP
 PH1686'HILL ON THE WOODS ROAD FOR 0.3 MILE TO A ROAD FORK AND THE
 PH1686'STATION ON A SMALL BANK ON THE LEFT.
 PH1686'
 PH1686'REFERENCE MARK 1 IS 63 FEET SOUTH OF THE WITNESS POST, 13 FEET WEST
 PH1686'OF A 10 INCH BEECH TREE AND 12 FEET SOUTH OF THE CENTERLINE OF THE
 PH1686'ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PH1686'BRUNNER NO 1 1963.
 PH1686'
 PH1686'REFERENCE MARK 2 IS 41 FEET NORTHWEST OF THE INTERSECTION, 13 FEET
 PH1686'SOUTHWEST OF THE CENTERLINE OF THE WOODS ROAD AND 6 FEET NORTHWEST
 PH1686'OF AN 8 INCH BEECH TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 PH1686'DISK IS STAMPED BRUNNER NO 2 1963.
 PH1686'
 PH1686'NO AVAILABLE PLACE FOR THE AZIMUTH MARK OR REFERENCE MARK 3.
 PH1686'
 PH1686'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1716 ***********************************************************************
 PH1716  DESIGNATION -  BRUSHTON
 PH1716  PID         -  PH1716
 PH1716  STATE/COUNTY-  NY/FRANKLIN
 PH1716  USGS QUAD   -  BRUSHTON (1964)
 PH1716
 PH1716                         *CURRENT SURVEY CONTROL
 PH1716  ___________________________________________________________________
 PH1716* NAD 83(1996)-  44 50 48.98871(N)    074 30 55.68714(W)     ADJUSTED  
 PH1716* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 PH1716  ___________________________________________________________________
 PH1716  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 PH1716  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PH1716
 PH1716  HORZ ORDER  -  FIRST
 PH1716
 PH1716.The horizontal coordinates were established by classical geodetic methods
 PH1716.and adjusted by the National Geodetic Survey in January 1999..
 PH1716
 PH1716.The orthometric height was scaled from a topographic map.
 PH1716
 PH1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1716
 PH1716.The geoid height was determined by GEOID03.
 PH1716
 PH1716;                    North         East     Units Scale Factor Converg.
 PH1716;SPC NY E     -   667,866.576   148,777.225   MT  0.99990002   -0 00 39.3
 PH1716;SPC NY E     - 2,191,158.92    488,113.28   sFT  0.99990002   -0 00 39.3
 PH1716;UTM  18      - 4,966,061.926   538,290.021   MT  0.99961803   +0 20 30.1
 PH1716
 PH1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1716!SPC NY E     -   0.99998542  x   0.99990002  =   0.99988544
 PH1716!UTM  18      -   0.99998542  x   0.99961803  =   0.99960345
 PH1716
 PH1716|---------------------------------------------------------------------|
 PH1716| PID    Reference Object                     Distance      Geod. Az  |
 PH1716|                                                           dddmmss.s |
 PH1716| CZ7561 BRUSHTON RM 1                        31.980 METERS 03807     |
 PH1716| CZ7562 BRUSHTON RM 2                        47.967 METERS 10017     |
 PH1716| CZ7560 BRUSHTON AZ MK                                     1780959.4 |
 PH1716| PH1776 MASSENA CATHOLIC CHURCH SPIRE       APPROX.31.0 KM 2863748.4 |
 PH1716| PH1779 MASSENA ALCOA TALL STACK            APPROX.30.4 KM 2900250.0 |
 PH1716| PH1778 MASSENA ALCOA TANK                  APPROX.30.5 KM 2903324.8 |
 PH1716| PH1777 MASSENA ALCOA STACK SE              APPROX.30.6 KM 2903823.1 |
 PH1716| CZ7563 BRUSHTON RM 3                         9.506 METERS 34704     |
 PH1716|---------------------------------------------------------------------|
 PH1716
 PH1716                          SUPERSEDED SURVEY CONTROL
 PH1716
 PH1716  NAD 83(1986)-  44 50 48.99252(N)    074 30 55.68853(W) AD(       ) 1
 PH1716  NAD 27      -  44 50 48.82500(N)    074 30 57.00000(W) AD(       ) 1
 PH1716
 PH1716.Superseded values are not recommended for survey control.
 PH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1716.See file dsdata.txt to determine how the superseded data were derived.
 PH1716
 PH1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3829066062(NAD 83)
 PH1716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1716_SETTING: 80 = SET IN A BOULDER
 PH1716_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PH1716
 PH1716  HISTORY     - Date     Condition        Report By
 PH1716  HISTORY     - 1942     MONUMENTED       CGS
 PH1716  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PH1716
 PH1716                          STATION DESCRIPTION
 PH1716
 PH1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1716'STATION IS LOCATED ABOUT 1 MILE NORTH OF BRUSHTON.  ABOUT 7 MILES
 PH1716'SOUTH-SOUTHEAST OF BOMBAY ON THE PROPERTY OF MRS. AMELIA
 PH1716'TRUSHAW.  MARK IS SET IN A LARGE BOULDER 17 PACES NORTHWEST OF THE
 PH1716'NORTHWEST CORNER OF THE HOUSE, 6 PACES SOUTH OF A CRABAPPLE
 PH1716'TREE.  MARK IS STAMPED BRUSHTON 1942.
 PH1716'
 PH1716'REFERENCE MARK NO.1 IS SET IN A LARGE BOULDER WHICH IS ABOUT
 PH1716'6 FEET HIGH AND ABOUT 21 PACES NORTH OF THE NORTHWEST CORNER OF THE
 PH1716'BARN AND 25 PACES EAST OF THE ROAD FENCE.  MARK IS STAMPED BRUSHTON
 PH1716'NO 1 1942.
 PH1716'
 PH1716'REFERENCE MARK NO.2 IS SET IN A BOULDER 11 PACES SOUTHEAST OF
 PH1716'THE SOUTHEAST CORNER OF A BARN, 6 PACES SOUTH OF THE SOUTHWEST
 PH1716'CORNER OF A SMALL SHED.  BOULDER PROJECTS ABOUT 1 FOOT.  MARK
 PH1716'IS STAMPED BRUSHTON NO 2 1942.
 PH1716'
 PH1716'AZIMUTH MARK IS 13 PACES WEST OF THE CENTER LINE OF THE ROAD
 PH1716'LEADING TO THE STATION, 10 FEET SOUTH OF THE CENTER LINE OF THE
 PH1716'DRIVE TO JOHN LA TRAYS HOUSE.  MARK IS SET IN A BOULDER WHICH
 PH1716'PROJECTS ABOUT 10 INCHES AND IS STAMPED BRUSHTON 1942.
 PH1716'
 PH1716'TO REACH THE STATION FROM THE HIGH SCHOOL IN BRUSHTON GO NORTH ON
 PH1716'A NARROW PAVED ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK NORTH
 PH1716'ON A GRAVEL ROAD AND GO 0.3 MILE TO THE MAIL BOX OF JOHN LA TRAY
 PH1716'AND THE AZIMUTH ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 PH1716'TO THE STATION ON THE RIGHT.
 PH1716'
 PH1716'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH1716
 PH1716                          STATION RECOVERY (1971)
 PH1716
 PH1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PH1716'STATION MARK, RM NO.1, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PH1716'CONDITION.  RM NO.2 HAS BEEN LOST.  THE BARN AND HOUSE HAVE BEEN
 PH1716'REMOVED.  A NEW RM, NO.3, WAS ESTABLISHED.  COMPLETE DESCRIPTION
 PH1716'FOLLOWS--
 PH1716'
 PH1716'STATION IS LOCATED ON A RISE, ALONG EAST SIDE OF MACADAM ROAD, IN
 PH1716'WEST EDGE OF PASTURE LOT, ACROSS ROAD FROM MR. BURTON PECKS FARM
 PH1716'HOUSE.
 PH1716'
 PH1716'TO REACH STATION FROM THE POST OFFICE IN BRUSHTON, GO EAST ON
 PH1716'U.S. HIGHWAY 11 FOR 0.05 MILE.  TURN LEFT AT EAST SIDE OF BRUSHTON
 PH1716'HIGH SCHOOL AND GO NORTH 0.5 MILE.  TAKE LEFT FORK, NORTHWOOD
 PH1716'ROAD, STRAIGHT AHEAD, FOR 0.25 MILE TO AZIMUTH MARK ON
 PH1716'LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO STATION ON RIGHT.
 PH1716'
 PH1716'STATION MARK IS A STANDARD DISK STAMPED BRUSHTON 1942, CEMENTED
 PH1716'IN A DRILL HOLE IN A ROUND, 5-FOOT-DIAMETER BOULDER PROJECTING 2
 PH1716'FEET FROM GROUND.  IT IS 38 FEET EAST OF CENTER LINE OF ROAD, 2.8
 PH1716'FEET EAST OF FENCE, 5.8 FEET NORTH-NORTHEAST OF A METAL WITNESS
 PH1716'POST, 48 FEET NORTH-NORTHEAST OF A LARGE, DOUBLE-TRUNKED MAPLE,
 PH1716'AND 99 FEET WEST-NORTHWEST OF POWER TRANSFORMER POLE NO. 11.
 PH1716'
 PH1716'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BRUSHTON NO 1
 PH1716'1942, CEMENTED IN A DRILL HOLE IN TOP OF THE WEST END OF A VERY
 PH1716'HUGE RED ROCK ABOUT 10 X 12 FEET AND PROJECTING 5 FEET.  68.5 FEET
 PH1716'EAST OF THE FENCE, 97 FEET NORTH-NORTHWEST OF POWER POLE NO. 11
 PH1716'AND ABOUT 1-1/2 FEET HIGHER THAN STATION MARK.
 PH1716'
 PH1716'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BRUSHTON
 PH1716'1942 NO 3 1971, CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 PH1716'BOULDER PROJECTING 2 FEET FROM GROUND.  IT IS 34 FEET EAST OF
 PH1716'CENTER LINE OF ROAD, 3 FEET WEST OF FENCE, 1-1/2 FEET LOWER THAN
 PH1716'STATION MARK, AND SET UNDER A CLUMP OF HICKORY TREES.
 PH1716'
 PH1716'AZIMUTH MARK IS A STANDARD DISK STAMPED BRUSHTON 1942, CEMENTED IN
 PH1716'A DRILL HOLE IN THE TOP OF A 4-FOOT BOULDER PROJECTING 1 FOOT FROM
 PH1716'GROUND.  IT IS 36.5 FEET WEST OF CENTER LINE OF MAIN ROAD, 12 FEET
 PH1716'SOUTH OF CENTER LINE OF DRIVEWAY TO MR. LATRAYS HOUSE, AND 6 FEET
 PH1716'WEST OF A LARGER, MORE PROMINENT BOULDER.
 PH1716'
 PH1716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PH1716'1 MILE NORTH OF BRUSHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1836 ***********************************************************************
 OF1836  DESIGNATION -  BRYAN 1925
 OF1836  PID         -  OF1836
 OF1836  STATE/COUNTY-  NY/MONROE
 OF1836  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1836
 OF1836                         *CURRENT SURVEY CONTROL
 OF1836  ___________________________________________________________________
 OF1836* NAD 83(1996)-  43 11 41.97234(N)    077 34 35.76972(W)     ADJUSTED  
 OF1836* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 OF1836  ___________________________________________________________________
 OF1836  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF1836  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OF1836
 OF1836  HORZ ORDER  -  SECOND
 OF1836
 OF1836.The horizontal coordinates were established by classical geodetic methods
 OF1836.and adjusted by the National Geodetic Survey in January 1999..
 OF1836
 OF1836.The orthometric height was scaled from a topographic map.
 OF1836
 OF1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1836
 OF1836.The geoid height was determined by GEOID03.
 OF1836
 OF1836;                    North         East     Units Scale Factor Converg.
 OF1836;SPC NY W     -   355,323.352   431,824.888   MT  1.00001983   +0 41 20.9
 OF1836;SPC NY W     - 1,165,756.70  1,416,745.49   sFT  1.00001983   +0 41 20.9
 OF1836;UTM  18      - 4,785,691.957   290,646.133   MT  1.00013919   -1 45 51.4
 OF1836
 OF1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1836!SPC NY W     -   0.99998430  x   1.00001983  =   1.00000413
 OF1836!UTM  18      -   0.99998430  x   1.00013919  =   1.00012349
 OF1836
 OF1836|---------------------------------------------------------------------|
 OF1836| PID    Reference Object                     Distance      Geod. Az  |
 OF1836|                                                           dddmmss.s |
 OF1836| OF1837 CORKHILL 1925                       323.118 METERS 17757     |
 OF1836| OF1838 WALZER 1925                         483.763 METERS 3190103.9 |
 OF1836|---------------------------------------------------------------------|
 OF1836
 OF1836                          SUPERSEDED SURVEY CONTROL
 OF1836
 OF1836  NAD 83(1986)-  43 11 41.98016(N)    077 34 35.77024(W) AD(       ) 2
 OF1836  NAD 27      -  43 11 41.75500(N)    077 34 36.77300(W) AD(       ) 2
 OF1836
 OF1836.Superseded values are not recommended for survey control.
 OF1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1836.See file dsdata.txt to determine how the superseded data were derived.
 OF1836
 OF1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9064685692(NAD 83)
 OF1836
 OF1836  HISTORY     - Date     Condition        Report By
 OF1836  HISTORY     - 1925     MONUMENTED       CGS
 OF1836  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1836
 OF1836                          STATION DESCRIPTION
 OF1836
 OF1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1836'IN IRONDEQUOIT, ON THE EAST SIDE OF GOODMAN STREET NORTH, ABOUT
 OF1836'950 METERS NORTH OF NORTON STREET, 12.88 METERS NORTHWEST OF THE
 OF1836'NORTHWEST CORNER OF THE HOUSE AT NO.546 GOODMAN STREET NORTH,
 OF1836'1.82 METERS NORTHEAST OF THE CENTER OF A HYDRANT, AND 1.70
 OF1836'METERS WEST OF A FENCE LOCATED ON THE EAST SIDE OF THE
 OF1836'STREET.  STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF1836
 OF1836                          STATION RECOVERY (1977)
 OF1836
 OF1836'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1836'NOT RECOVERED, NO EXISTING TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3636 ***********************************************************************
 KU3636  DESIGNATION -  BRYN MAWR 1921
 KU3636  PID         -  KU3636
 KU3636  STATE/COUNTY-  NY/WESTCHESTER
 KU3636  USGS QUAD   -  MOUNT VERNON (1979)
 KU3636
 KU3636                         *CURRENT SURVEY CONTROL
 KU3636  ___________________________________________________________________
 KU3636* NAD 83(1996)-  40 56 45.95514(N)    073 51 15.21807(W)     ADJUSTED  
 KU3636* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 KU3636  ___________________________________________________________________
 KU3636  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KU3636  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU3636
 KU3636  HORZ ORDER  -  SECOND
 KU3636
 KU3636.The horizontal coordinates were established by classical geodetic methods
 KU3636.and adjusted by the National Geodetic Survey in January 1999..
 KU3636
 KU3636.The orthometric height was scaled from a topographic map.
 KU3636
 KU3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3636
 KU3636.The geoid height was determined by GEOID03.
 KU3636
 KU3636;                    North         East     Units Scale Factor Converg.
 KU3636;SPC NY E     -   234,763.042   204,371.176   MT  0.99993637   +0 25 23.6
 KU3636;SPC NY E     -   770,218.41    670,507.77   sFT  0.99993637   +0 25 23.6
 KU3636;SPC NY L     -    86,563.859   312,274.553   MT  0.99999630   +0 05 43.3
 KU3636;SPC NY L     -   284,001.59  1,024,520.76   sFT  0.99999630   +0 05 43.3
 KU3636;SPC NJ       -   234,763.042   204,371.176   MT  0.99993637   +0 25 23.6
 KU3636;SPC NJ       -   770,218.41    670,507.77   sFT  0.99993637   +0 25 23.6
 KU3636;UTM  18      - 4,533,405.518   596,440.622   MT  0.99971447   +0 45 03.4
 KU3636
 KU3636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3636!SPC NY E     -   0.99999302  x   0.99993637  =   0.99992939
 KU3636!SPC NY L     -   0.99999302  x   0.99999630  =   0.99998932
 KU3636!SPC NJ       -   0.99999302  x   0.99993637  =   0.99992939
 KU3636!UTM  18      -   0.99999302  x   0.99971447  =   0.99970749
 KU3636
 KU3636:                Primary Azimuth Mark                     Grid Az
 KU3636:SPC NY E     -  KESSMAN 1921                             024 08 34.6
 KU3636:SPC NY L     -  KESSMAN 1921                             024 28 14.9
 KU3636:SPC NJ       -  KESSMAN 1921                             024 08 34.6
 KU3636:UTM  18      -  KESSMAN 1921                             023 48 54.8
 KU3636
 KU3636|---------------------------------------------------------------------|
 KU3636| PID    Reference Object                     Distance      Geod. Az  |
 KU3636|                                                           dddmmss.s |
 KU3636| KU3700 KESSMAN 1921                        APPROX. 2.6 KM 0243358.2 |
 KU3636| KU3706 TUCKAHOE CHURCH SPIRE               APPROX. 2.8 KM 0870806.0 |
 KU3636| KU3634 MONUMENT 1 BRYN MAWR 1921            42.489 METERS 22708     |
 KU3636| KU3635 MONUMENT 2 BRYN MAWR 1921            38.451 METERS 31727     |
 KU3636|---------------------------------------------------------------------|
 KU3636
 KU3636                          SUPERSEDED SURVEY CONTROL
 KU3636
 KU3636  NAD 83(1996)-  40 56 45.95578(N)    073 51 15.21867(W) AD(       ) 2
 KU3636  NAD 83(1992)-  40 56 45.95422(N)    073 51 15.21940(W) AD(       ) 2
 KU3636  NAD 83(1986)-  40 56 45.95698(N)    073 51 15.21775(W) AD(       ) 2
 KU3636  NAD 27      -  40 56 45.60000(N)    073 51 16.73600(W) AD(       ) 2
 KU3636
 KU3636.Superseded values are not recommended for survey control.
 KU3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3636.See file dsdata.txt to determine how the superseded data were derived.
 KU3636
 KU3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9644133406(NAD 83)
 KU3636_MARKER: H = DRILL HOLE
 KU3636_SETTING: 66 = SET IN ROCK OUTCROP
 KU3636_SP_SET: SET IN A ROCK LEDGE
 KU3636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU3636+STABILITY: POSITION/ELEVATION WELL
 KU3636
 KU3636  HISTORY     - Date     Condition        Report By
 KU3636  HISTORY     - 1921     MONUMENTED       NY6820
 KU3636
 KU3636                          STATION DESCRIPTION
 KU3636
 KU3636'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3636'E OF MAPLE AVENUE AND N OF PALMER AVENUE.  MAPLE AVENUE IS THE
 KU3636'SECOND STREET E OF BRYN MAWR STATION ON THE PUTMAN RAILROAD.  THE
 KU3636'CENTER LINE OF THE CATSKILL AQUEDUCT LIES IN MAPLE AVENUE.
 KU3636'MARKED BY A 1/4-INCH DRILL HOLE IN LEDGE ROCK.
 KU3636'
 KU3636'WITNESS MARK NO.2 IS A NAIL IN W CORNER OF ONE-STORY FRAME
 KU3636'DWELLING, NO.16 MAPLE AVENUE.
 KU3636'
 KU3636'WITNESS MARK NO.1 IS THE CENTER OF THE BRASS NUT ON TOP OF HYDRANT.
 KU3636'
 KU3636'WITNESS MARK NO.3 IS A NAIL IN S CORNER OF SAME DWELLING.
 KU3636'
 KU3636'DISTANCE BETWEEN NAILS IS 30.1 FEET.
 KU3636'
 KU3636'KESSMAN IS IN BEARING N 24 DEG 33 MIN 58 SEC E FROM STATION.
 KU3636'
 KU3636'CONCORDIA IS IN BEARING S 82 DEG 45 MIN 13 SEC E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1172 ***********************************************************************
 NB1172  DESIGNATION -  BS
 NB1172  PID         -  NB1172
 NB1172  STATE/COUNTY-  NY/STEUBEN
 NB1172  USGS QUAD   -  ADDISON (1976)
 NB1172
 NB1172                         *CURRENT SURVEY CONTROL
 NB1172  ___________________________________________________________________
 NB1172* NAD 83(1986)-  42 06 00.     (N)    077 14 23.     (W)     SCALED    
 NB1172* NAVD 88     -       301.334  (meters)     988.63   (feet)  ADJUSTED  
 NB1172  ___________________________________________________________________
 NB1172  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 NB1172  DYNAMIC HT  -         301.221 (meters)     988.26  (feet)  COMP
 NB1172  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 NB1172
 NB1172  VERT ORDER  -  SECOND    CLASS 0
 NB1172
 NB1172.The horizontal coordinates were scaled from a topographic map and have
 NB1172.an estimated accuracy of +/- 6 seconds.
 NB1172
 NB1172.The orthometric height was determined by differential leveling
 NB1172.and adjusted by the National Geodetic Survey in June 1991..
 NB1172
 NB1172.The geoid height was determined by GEOID03.
 NB1172
 NB1172.The dynamic height is computed by dividing the NAVD 88
 NB1172.geopotential number by the normal gravity value computed on the
 NB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1172.degrees latitude (g = 980.6199 gals.).
 NB1172
 NB1172.The modeled gravity was interpolated from observed gravity values.
 NB1172
 NB1172;                    North         East    Units  Estimated Accuracy
 NB1172;SPC NY C     -   233,410.      195,710.      MT  (+/- 180 meters Scaled)
 NB1172
 NB1172                          SUPERSEDED SURVEY CONTROL
 NB1172
 NB1172  NGVD 29 (??/??/92)  301.489  (m)          989.14   (f) ADJ UNCH    2 0
 NB1172
 NB1172.Superseded values are not recommended for survey control.
 NB1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1172.See file dsdata.txt to determine how the superseded data were derived.
 NB1172
 NB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM147633(NAD 83)
 NB1172_MARKER: Q = CHISELED SQUARE
 NB1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1172_SP_SET: BRIDGE ABUTMENT
 NB1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1172
 NB1172  HISTORY     - Date     Condition        Report By
 NB1172  HISTORY     - UNK      MONUMENTED       BORR
 NB1172  HISTORY     - 1941     GOOD             NGS
 NB1172  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1172
 NB1172                          STATION DESCRIPTION
 NB1172
 NB1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1172'0.7 MI S FROM ADDISON.
 NB1172'0.7 MILE SOUTH ALONG BALTIMORE AND OHIO RAILROAD FROM STATION AT
 NB1172'ADDISON, CUT IN THE WEST CORNER OF THE NORTH ABUTMENT OF BRIDGE NO.
 NB1172'188-0, 5.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 2.5 FEET WEST OF
 NB1172'BM U-68 1934, 1.6 FEET NORTH OF THE NORTH CORNER OF THE WEST STEEL
 NB1172'BRIDGE WALL, ABOUT 1.5 FEET BELOW TRACK LEVEL. A CHISELED CIRCLE.
 NB1172
 NB1172                          STATION RECOVERY (1990)
 NB1172
 NB1172'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1509 ***********************************************************************
 OD1509  DESIGNATION -  BSA
 OD1509  PID         -  OD1509
 OD1509  STATE/COUNTY-  NY/SARATOGA
 OD1509  USGS QUAD   -  SCHUYLERVILLE (1967)
 OD1509
 OD1509                         *CURRENT SURVEY CONTROL
 OD1509  ___________________________________________________________________
 OD1509* NAD 83(1996)-  43 03 57.20587(N)    073 35 14.87474(W)     ADJUSTED  
 OD1509* NAVD 88     -        48.1    (meters)     158.     (feet)  VERTCON   
 OD1509  ___________________________________________________________________
 OD1509  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OD1509  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 OD1509
 OD1509  HORZ ORDER  -  SECOND
 OD1509
 OD1509.The horizontal coordinates were established by classical geodetic methods
 OD1509.and adjusted by the National Geodetic Survey in January 1999..
 OD1509
 OD1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1509
 OD1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1509
 OD1509.The geoid height was determined by GEOID03.
 OD1509
 OD1509;                    North         East     Units Scale Factor Converg.
 OD1509;SPC NY E     -   470,395.371   224,322.196   MT  0.99996793   +0 37 23.3
 OD1509;SPC NY E     - 1,543,288.81    735,963.74   sFT  0.99996793   +0 37 23.3
 OD1509;UTM  18      - 4,769,100.035   615,011.088   MT  0.99976272   +0 57 52.7
 OD1509
 OD1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1509!SPC NY E     -   0.99999726  x   0.99996793  =   0.99996519
 OD1509!UTM  18      -   0.99999726  x   0.99976272  =   0.99975998
 OD1509
 OD1509|---------------------------------------------------------------------|
 OD1509| PID    Reference Object                     Distance      Geod. Az  |
 OD1509|                                                           dddmmss.s |
 OD1509| OD1510 BSA A SACGS 1973                     21.167 METERS 00744     |
 OD1509| DA3125 BSA 2                                              0291321.1 |
 OD1509| DA3124 BSA 1                                              2182223.4 |
 OD1509| OD1513 HATHAWAY 2                          APPROX. 0.9 KM 3255621.8 |
 OD1509|---------------------------------------------------------------------|
 OD1509
 OD1509                          SUPERSEDED SURVEY CONTROL
 OD1509
 OD1509  NAD 83(1996)-  43 03 57.20795(N)    073 35 14.87557(W) AD(       ) 2
 OD1509  NAD 83(1996)-  43 03 57.20818(N)    073 35 14.87577(W) AD(       ) 2
 OD1509  NAD 83(1992)-  43 03 57.20876(N)    073 35 14.87554(W) AD(       ) 2
 OD1509  NAD 83(1992)-  43 03 57.20891(N)    073 35 14.87569(W) AD(       ) 2
 OD1509  NAD 83(1986)-  43 03 57.20993(N)    073 35 14.87505(W) AD(       ) 2
 OD1509  NAD 27      -  43 03 56.93994(N)    073 35 16.46307(W) AD(       ) 2
 OD1509  NGVD 29 (07/19/86)   48.3    (m)          158.     (f) VERT ANG       
 OD1509
 OD1509.Superseded values are not recommended for survey control.
 OD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1509.See file dsdata.txt to determine how the superseded data were derived.
 OD1509
 OD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1501169100(NAD 83)
 OD1509_MARKER: DD = SURVEY DISK
 OD1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1509+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 OD1509
 OD1509  HISTORY     - Date     Condition        Report By
 OD1509  HISTORY     - 1973     MONUMENTED       NY-091
 OD1509  HISTORY     - 20010731 GOOD             USPSQD
 OD1509  HISTORY     - 20020801 GOOD             USPSQD
 OD1509  HISTORY     - 20030814 GOOD             USPSQD
 OD1509  HISTORY     - 20040814 GOOD             USPSQD
 OD1509  HISTORY     - 20050815 GOOD             USPSQD
 OD1509
 OD1509                          STATION DESCRIPTION
 OD1509
 OD1509'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1509'THE STATION IS LOCATED 2.0 MILES SOUTH OF SCHUYLERVILLE, 3.5 MILES
 OD1509'NORTHEAST OF QUAKER SPRINGS, AND 3.5 MILES SOUTHEAST OF
 OD1509'GRANGERVILLE IN THE TOWNSHIP OF SARATOGA.
 OD1509'
 OD1509'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE, GO
 OD1509'SOUTH ON U.S. HIGHWAY 4 FOR 2.35 MILES TO AZIMUTH MARK, BSA-2
 OD1509'(SACGS), ON LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 4 FOR 0.15
 OD1509'MILE TO STATION ON LEFT.
 OD1509'
 OD1509'TO REACH AZIMUTH MARK, BSA-1 (SACGS), FROM THE STATION GO SOUTH
 OD1509'ON U.S. HIGHWAY 4 FOR 0.15 MILE TO THE T-ROAD INTERSECTION OF HAAS
 OD1509'ROAD ON RIGHT AND MARK ON LEFT.
 OD1509'
 OD1509'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1509'SURVEY STAMPED BSA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1509'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1509'GROUND.  IT IS LOCATED 147.5 FEET SOUTH OF A POLE (UNMARKED), 73.8
 OD1509'FEET NORTHEAST OF A GREEN ROAD SIGN, 16.2 FEET SOUTHWEST OF A
 OD1509'CORNER FENCE POST, ALL ON THE SOUTHEAST SIDE OF U.S. HIGHWAY
 OD1509'4 AND 50.7 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 OD1509'4.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OD1509'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1509'
 OD1509'AZIMUTH MARK, BSA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1509'COUNTY GEODETIC SURVEY STAMPED BSA-1.  IT IS SET IN THE TOP OF A
 OD1509'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1509'GROUND.  IT IS LOCATED 54.0 FEET SOUTHEAST OF A CATCH BASIN ON THE
 OD1509'NORTHWEST SIDE OF THE U.S. HIGHWAY 4, 27.5 FEET NORTH OF THE
 OD1509'CENTERLINE OF THE SOUTHEAST END OF A HEADWALL ON THE SOUTHEAST
 OD1509'SIDE OF U.S. HIGHWAY 4, 40.0 FEET NORTHEAST OF THE CENTERLINE
 OD1509'OF HAAS ROAD EXTENDED AND 24.5 FEET SOUTHEAST OF THE
 OD1509'CENTERLINE OF U.S. HIGHWAY 4.
 OD1509'
 OD1509'AZIMUTH MARK, BSA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1509'COUNTY GEODETIC SURVEY STAMPED BSA-2.  IT IS SET IN THE TOP OF A
 OD1509'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 OD1509'GROUND.  IT IS LOCATED 237.0 FEET SOUTHWEST OF THE SOUTHERLY
 OD1509'MOST GUARD POST, 63.0 FEET NORTHWEST OF AN APPLE TREE, 11.6 FEET
 OD1509'SOUTHWEST OF A POLE (UNMARKED), ALL ON THE SOUTHWEST SIDE OF
 OD1509'U.S.  HIGHWAY 4 AND 40.2 FEET SOUTHEAST OF CENTERLINE OF U.S.
 OD1509'HIGHWAY 4.
 OD1509'
 OD1509'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 OD1509
 OD1509                          STATION RECOVERY (2001)
 OD1509
 OD1509'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1509'RECOVERED IN GOOD CONDITION.
 OD1509
 OD1509                          STATION RECOVERY (2002)
 OD1509
 OD1509'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1509'MARK IS 8 INCHES WEST OF WITNESS POST.
 OD1509
 OD1509                          STATION RECOVERY (2003)
 OD1509
 OD1509'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1509'RECOVERED IN GOOD CONDITION.
 OD1509
 OD1509                          STATION RECOVERY (2004)
 OD1509
 OD1509'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1509'RECOVERED IN GOOD CONDITION.
 OD1509
 OD1509                          STATION RECOVERY (2005)
 OD1509
 OD1509'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1512 ***********************************************************************
 OD1512  DESIGNATION -  BSB
 OD1512  PID         -  OD1512
 OD1512  STATE/COUNTY-  NY/SARATOGA
 OD1512  USGS QUAD   -  SCHUYLERVILLE (1967)
 OD1512
 OD1512                         *CURRENT SURVEY CONTROL
 OD1512  ___________________________________________________________________
 OD1512* NAD 83(1996)-  43 03 32.96637(N)    073 35 58.50384(W)     ADJUSTED  
 OD1512* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 OD1512  ___________________________________________________________________
 OD1512  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OD1512  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 OD1512
 OD1512  HORZ ORDER  -  SECOND
 OD1512
 OD1512.The horizontal coordinates were established by classical geodetic methods
 OD1512.and adjusted by the National Geodetic Survey in January 1999..
 OD1512
 OD1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1512
 OD1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1512
 OD1512.The geoid height was determined by GEOID03.
 OD1512
 OD1512;                    North         East     Units Scale Factor Converg.
 OD1512;SPC NY E     -   469,636.757   223,343.159   MT  0.99996615   +0 36 53.2
 OD1512;SPC NY E     - 1,540,799.93    732,751.68   sFT  0.99996615   +0 36 53.2
 OD1512;UTM  18      - 4,768,335.758   614,036.789   MT  0.99975998   +0 57 22.5
 OD1512
 OD1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1512!SPC NY E     -   0.99999532  x   0.99996615  =   0.99996147
 OD1512!UTM  18      -   0.99999532  x   0.99975998  =   0.99975530
 OD1512
 OD1512:                Primary Azimuth Mark                     Grid Az
 OD1512:SPC NY E     -  BSB 2                                    082 38 00.3
 OD1512:UTM  18      -  BSB 2                                    082 17 31.0
 OD1512
 OD1512|---------------------------------------------------------------------|
 OD1512| PID    Reference Object                     Distance      Geod. Az  |
 OD1512|                                                           dddmmss.s |
 OD1512| DA3127 BSB 2                                              0831453.5 |
 OD1512| DA3126 BSB 1                                              1444711.6 |
 OD1512| OD1511 BSB A SACGS 1973                     10.611 METERS 33412     |
 OD1512|---------------------------------------------------------------------|
 OD1512
 OD1512                          SUPERSEDED SURVEY CONTROL
 OD1512
 OD1512  NAD 83(1996)-  43 03 32.96847(N)    073 35 58.50468(W) AD(       ) 2
 OD1512  NAD 83(1996)-  43 03 32.96870(N)    073 35 58.50489(W) AD(       ) 2
 OD1512  NAD 83(1992)-  43 03 32.96928(N)    073 35 58.50466(W) AD(       ) 2
 OD1512  NAD 83(1992)-  43 03 32.96944(N)    073 35 58.50482(W) AD(       ) 2
 OD1512  NAD 83(1986)-  43 03 32.97047(N)    073 35 58.50413(W) AD(       ) 2
 OD1512  NAD 27      -  43 03 32.70037(N)    073 36 00.09080(W) AD(       ) 2
 OD1512  NGVD 29 (07/19/86)   60.7    (m)          199.     (f) VERT ANG       
 OD1512
 OD1512.Superseded values are not recommended for survey control.
 OD1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1512.See file dsdata.txt to determine how the superseded data were derived.
 OD1512
 OD1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1403768336(NAD 83)
 OD1512_MARKER: DD = SURVEY DISK
 OD1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1512+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 OD1512
 OD1512  HISTORY     - Date     Condition        Report By
 OD1512  HISTORY     - 1973     MONUMENTED       NY-091
 OD1512  HISTORY     - 20010731 MARK NOT FOUND   USPSQD
 OD1512  HISTORY     - 20020801 GOOD             USPSQD
 OD1512  HISTORY     - 20030814 GOOD             USPSQD
 OD1512  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OD1512  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 OD1512
 OD1512                          STATION DESCRIPTION
 OD1512
 OD1512'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1512'THE STATION IS LOCATED 3.0 MILES SOUTHWEST OF SCHUYLERVILLE,
 OD1512'2.5 MILES NORTHEAST OF QUAKER SPRINGS AND 3.5 MILES SOUTHEAST OF
 OD1512'GRANGERVILLE IN THE TOWNSHIP OF SARATOGA.
 OD1512'
 OD1512'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE GO
 OD1512'SOUTH ON U.S. HIGHWAY 4 FOR 3.1 MILES TO THE JUNCTION OF
 OD1512'COUNTY HIGHWAY 69 AND AZIMUTH MARK, BSB-2 (SACGS), BOTH ON
 OD1512'RIGHT.  TURN RIGHT AND GO WEST ON COUNTY HIGHWAY 69 FOR 0.25
 OD1512'MILE TO STATION ON LEFT.
 OD1512'
 OD1512'TO REACH AZIMUTH MARK, BSB-1 (SACGS), FROM THE JUNCTION OF U.S.
 OD1512'HIGHWAY 4 AND COUNTY HIGHWAY 69, GO SOUTH ON U.S. HIGHWAY
 OD1512'4 FOR 0.75 MILE TO MARK ON LEFT.
 OD1512'
 OD1512'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1512'SURVEY STAMPED BSB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1512'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 OD1512'GROUND.  IT IS LOCATED 247.0 FEET SOUTHWEST OF A HIGHWAY ROAD
 OD1512'SIGN OF THE NORTH SIDE OF COUNTY HIGHWAY 69, 172.0 FEET EAST OF
 OD1512'THE CENTERLINE OF A TRACK ROAD, 6.0 FEET NORTH OF A FENCE, BOTH
 OD1512'ON THE SOUTH SIDE OF COUNTY HIGHWAY 69 AND 21.0 FEET SOUTH OF
 OD1512'THE CENTERLINE OF COUNTY HIGHWAY 69.
 OD1512'
 OD1512'AZIMUTH MARK BSB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1512'COUNTY GEODETIC SURVEY STAMPED BSB-1.  IT IS SET IN THE TOP OF A
 OD1512'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1512'GROUND.  IT IS LOCATED 195.0 FEET NORTHEAST OF A 36-INCH POPLAR
 OD1512'TREE, 120.8 FEET NORTH OF A POLE (UNMARKED), 40.0 FEET SOUTHEAST
 OD1512'OF THE EASTERN POST OF A SPEED LIMIT SIGN ALL ON THE EAST SIDE
 OD1512'OF U.S. HIGHWAY 4 AND 64.7 FEET EAST OF THE CENTERLINE OF
 OD1512'U.S. HIGHWAY 4.
 OD1512'
 OD1512'AZIMUTH MARK, BSB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1512'COUNTY GEODETIC SURVEY STAMPED BSB-2.  IT IS SET IN THE TOP OF A
 OD1512'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1512'GROUND.  IT IS LOCATED 139.4 FEET NORTHEAST OF POLE NM 38,
 OD1512'NYT 9, ON THE SOUTH SIDE OF COUNTY HIGHWAY 69, 37.8 FEET
 OD1512'NORTHEAST OF A NYS RIGHT-OF-WAY MONUMENT, 74.2 FEET SOUTHWEST
 OD1512'OF A NYS RIGHT-OF-WAY MONUMENT BOTH ON THE WEST SIDE OF U.S.
 OD1512'HIGHWAY 4 AND 34.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 OD1512'4.
 OD1512'
 OD1512'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 OD1512
 OD1512                          STATION RECOVERY (2001)
 OD1512
 OD1512'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1512'MARK NOT FOUND.
 OD1512
 OD1512                          STATION RECOVERY (2002)
 OD1512
 OD1512'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1512'DUG OUT MARK 5 INCHES BELOW GRADE.
 OD1512
 OD1512                          STATION RECOVERY (2003)
 OD1512
 OD1512'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1512'RECOVERED IN GOOD CONDITION.
 OD1512
 OD1512                          STATION RECOVERY (2004)
 OD1512
 OD1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1512'ROAD SHOULDER BEING REBUILT.
 OD1512
 OD1512                          STATION RECOVERY (2005)
 OD1512
 OD1512'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1515 ***********************************************************************
 OD1515  DESIGNATION -  BSC
 OD1515  PID         -  OD1515
 OD1515  STATE/COUNTY-  NY/SARATOGA
 OD1515  USGS QUAD   -  SCHUYLERVILLE (1967)
 OD1515
 OD1515                         *CURRENT SURVEY CONTROL
 OD1515  ___________________________________________________________________
 OD1515* NAD 83(1996)-  43 04 25.29195(N)    073 37 09.22452(W)     ADJUSTED  
 OD1515* NAVD 88     -        84.3    (meters)     277.     (feet)  VERTCON   
 OD1515  ___________________________________________________________________
 OD1515  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 OD1515  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 OD1515
 OD1515  HORZ ORDER  -  SECOND
 OD1515
 OD1515.The horizontal coordinates were established by classical geodetic methods
 OD1515.and adjusted by the National Geodetic Survey in January 1999..
 OD1515
 OD1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1515
 OD1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1515
 OD1515.The geoid height was determined by GEOID03.
 OD1515
 OD1515;                    North         East     Units Scale Factor Converg.
 OD1515;SPC NY E     -   471,234.365   221,726.051   MT  0.99996327   +0 36 05.5
 OD1515;SPC NY E     - 1,546,041.41    727,446.22   sFT  0.99996327   +0 36 05.5
 OD1515;UTM  18      - 4,769,923.370   612,410.525   MT  0.99975545   +0 56 35.1
 OD1515
 OD1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1515!SPC NY E     -   0.99999159  x   0.99996327  =   0.99995486
 OD1515!UTM  18      -   0.99999159  x   0.99975545  =   0.99974704
 OD1515
 OD1515:                Primary Azimuth Mark                     Grid Az
 OD1515:SPC NY E     -  SCHUYLERVILLE SARATOGA BTL MON           036 51 02.8
 OD1515:UTM  18      -  SCHUYLERVILLE SARATOGA BTL MON           036 30 33.2
 OD1515
 OD1515|---------------------------------------------------------------------|
 OD1515| PID    Reference Object                     Distance      Geod. Az  |
 OD1515|                                                           dddmmss.s |
 OD1515| OD1504 SCHUYLERVILLE SARATOGA BTL MON      APPROX. 3.5 KM 0372708.3 |
 OD1515| OD1514 BSC A SACGS 1973                     14.754 METERS 13624     |
 OD1515| DA3128 BSC 1                                              2084231.3 |
 OD1515|---------------------------------------------------------------------|
 OD1515
 OD1515                          SUPERSEDED SURVEY CONTROL
 OD1515
 OD1515  NAD 83(1996)-  43 04 25.29408(N)    073 37 09.22533(W) AD(       ) 2
 OD1515  NAD 83(1996)-  43 04 25.29433(N)    073 37 09.22552(W) AD(       ) 2
 OD1515  NAD 83(1992)-  43 04 25.29490(N)    073 37 09.22530(W) AD(       ) 2
 OD1515  NAD 83(1992)-  43 04 25.29507(N)    073 37 09.22544(W) AD(       ) 2
 OD1515  NAD 83(1986)-  43 04 25.29613(N)    073 37 09.22489(W) AD(       ) 2
 OD1515  NAD 27      -  43 04 25.02655(N)    073 37 10.80883(W) AD(       ) 2
 OD1515  NGVD 29 (07/19/86)   84.5    (m)          277.     (f) VERT ANG       
 OD1515
 OD1515.Superseded values are not recommended for survey control.
 OD1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1515.See file dsdata.txt to determine how the superseded data were derived.
 OD1515
 OD1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1241169923(NAD 83)
 OD1515_MARKER: DD = SURVEY DISK
 OD1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1515
 OD1515  HISTORY     - Date     Condition        Report By
 OD1515  HISTORY     - 1973     MONUMENTED       NY-091
 OD1515  HISTORY     - 20010731 MARK NOT FOUND   USPSQD
 OD1515  HISTORY     - 20020801 MARK NOT FOUND   USPSQD
 OD1515  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 OD1515  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OD1515  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 OD1515
 OD1515                          STATION DESCRIPTION
 OD1515
 OD1515'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1515'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF SCHUYLERVILLE,
 OD1515'2.5 SOUTH OF GRANGERVILLE AND 2.5 MILES NORTHEAST OF QUAKER
 OD1515'SPRINGS IN THE TOWNSHIP OF SARATOGA.
 OD1515'
 OD1515'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE,
 OD1515'GO SOUTH ON U.S. HIGHWAY 4 (STATE HIGHWAY 32) FOR 0.25 MILE TO
 OD1515'THE Y-INTERSECTION OF STATE HIGHWAY 32 ON RIGHT.  TURN RIGHT
 OD1515'AND GO SOUTHWEST AND SOUTH ON STATE HIGHWAY 32 FOR 2.7 MILES TO
 OD1515'THE Y-INTERSECTION OF HATHAWAY ROAD ON LEFT AND STATION ON RIGHT.
 OD1515'
 OD1515'TO REACH AZIMUTH MARK, BSC-1 (SACGS), FROM THE STATION GO
 OD1515'SOUTHWEST ON STATE HIGHWAY 32 FOR 0.15 MILE TO Y-INTERSECTION
 OD1515'OF OLD STATE HIGHWAY 5230.  TURN LEFT AND GO WEST ON OLD STATE
 OD1515'HIGHWAY 5230 FOR 352 FEET TO MARK ON LEFT.
 OD1515'
 OD1515'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1515'SURVEY STAMPED BSC.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 OD1515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OD1515'IS LOCATED 67.0 FEET NORTH OF A 5-INCH DOUBLE RED PINE
 OD1515'TREE LOCATED BETWEEN STATE HIGHWAY 32 AND HATHAWAY ROAD, 77.7
 OD1515'FEET WEST OF POLE 62 ON THE EAST SIDE OF HATHAWAY ROAD, 16.0
 OD1515'FEET WEST OF THE CENTERLINE OF HATHAWAY ROAD AND 20.5 FEET EAST
 OD1515'OF THE CENTERLINE OF STATE HIGHWAY 32.  THE UNDERGROUND MARK
 OD1515'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OD1515'BELOW THE GROUND.
 OD1515'
 OD1515'AZIMUTH MARK, BSC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1515'COUNTY GEODETIC SURVEY STAMPED BSC-1.  IT IS SET IN THE TOP OF
 OD1515'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1515'THE GROUND.  IT IS LOCATED 157.3 FEET EAST OF POLE NM 67,
 OD1515'120.6 FEET SOUTHEAST OF THE CENTER OF A HEADWALL, 4.0 FEET
 OD1515'SOUTHEAST OF A POLE NM 66 ALL LOCATED ON THE NORTH SIDE OF
 OD1515'OLD STATE HIGHWAY 5230, AND 16.0 FEET NORTH OF THE CENTERLINE
 OD1515'OF OLD STATE HIGHWAY 5230.
 OD1515'
 OD1515'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 OD1515
 OD1515                          STATION RECOVERY (2001)
 OD1515
 OD1515'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1515'MARK NOT FOUND.
 OD1515
 OD1515                          STATION RECOVERY (2002)
 OD1515
 OD1515'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1515'MARK NOT FOUND.
 OD1515
 OD1515                          STATION RECOVERY (2003)
 OD1515
 OD1515'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1515'MARK NOT FOUND.
 OD1515
 OD1515                          STATION RECOVERY (2004)
 OD1515
 OD1515'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1515'MARK NOT FOUND.
 OD1515
 OD1515                          STATION RECOVERY (2005)
 OD1515
 OD1515'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1547 ***********************************************************************
 OD1547  DESIGNATION -  BTA
 OD1547  PID         -  OD1547
 OD1547  STATE/COUNTY-  NY/SARATOGA
 OD1547  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1547
 OD1547                         *CURRENT SURVEY CONTROL
 OD1547  ___________________________________________________________________
 OD1547* NAD 83(1996)-  43 00 19.41959(N)    073 41 11.04636(W)     ADJUSTED  
 OD1547* NAVD 88     -       152.0    (meters)     499.     (feet)  VERTCON   
 OD1547  ___________________________________________________________________
 OD1547  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 OD1547  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 OD1547
 OD1547  HORZ ORDER  -  SECOND
 OD1547
 OD1547.The horizontal coordinates were established by classical geodetic methods
 OD1547.and adjusted by the National Geodetic Survey in January 1999..
 OD1547
 OD1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1547
 OD1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1547
 OD1547.The geoid height was determined by GEOID03.
 OD1547
 OD1547;                    North         East     Units Scale Factor Converg.
 OD1547;SPC NY E     -   463,592.376   216,329.309   MT  0.99995411   +0 33 17.8
 OD1547;SPC NY E     - 1,520,969.32    709,740.41   sFT  0.99995411   +0 33 17.8
 OD1547;UTM  18      - 4,762,250.983   607,060.529   MT  0.99974100   +0 53 45.8
 OD1547
 OD1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1547!SPC NY E     -   0.99998100  x   0.99995411  =   0.99993511
 OD1547!UTM  18      -   0.99998100  x   0.99974100  =   0.99972201
 OD1547
 OD1547|---------------------------------------------------------------------|
 OD1547| PID    Reference Object                     Distance      Geod. Az  |
 OD1547|                                                           dddmmss.s |
 OD1547| OD1548 BTA A SACGS 1973                     28.572 METERS 06839     |
 OD1547| DA3129 BTA 1                                              1133147.5 |
 OD1547| DA3130 BTA 2                                              1862141.9 |
 OD1547|---------------------------------------------------------------------|
 OD1547
 OD1547                          SUPERSEDED SURVEY CONTROL
 OD1547
 OD1547  NAD 83(1996)-  43 00 19.42197(N)    073 41 11.04728(W) AD(       ) 2
 OD1547  NAD 83(1996)-  43 00 19.42230(N)    073 41 11.04739(W) AD(       ) 2
 OD1547  NAD 83(1992)-  43 00 19.42290(N)    073 41 11.04713(W) AD(       ) 2
 OD1547  NAD 83(1992)-  43 00 19.42313(N)    073 41 11.04724(W) AD(       ) 2
 OD1547  NAD 83(1986)-  43 00 19.42390(N)    073 41 11.04642(W) AD(       ) 2
 OD1547  NAD 27      -  43 00 19.15257(N)    073 41 12.62388(W) AD(       ) 2
 OD1547  NGVD 29 (07/19/86)  152.2    (m)          499.     (f) VERT ANG       
 OD1547
 OD1547.Superseded values are not recommended for survey control.
 OD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1547.See file dsdata.txt to determine how the superseded data were derived.
 OD1547
 OD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0706162251(NAD 83)
 OD1547_MARKER: DD = SURVEY DISK
 OD1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1547
 OD1547  HISTORY     - Date     Condition        Report By
 OD1547  HISTORY     - 1973     MONUMENTED       NY-091
 OD1547  HISTORY     - 20010711 MARK NOT FOUND   USPSQD
 OD1547  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OD1547  HISTORY     - 20030812 MARK NOT FOUND   USPSQD
 OD1547  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 OD1547  HISTORY     - 20050813 MARK NOT FOUND   USPSQD
 OD1547
 OD1547                          STATION DESCRIPTION
 OD1547
 OD1547'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1547'THE STATION IS LOCATED 4.5 MILES NORTH NORTHWEST OF STILLWATER,
 OD1547'6.0 MILES EAST NORTHEAST OF MALTA AND 3.5 MILES SOUTH SOUTHWEST
 OD1547'OF QUAKER SPRINGS IN THE TOWNSHIP OF STILLWATER.
 OD1547'
 OD1547'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OD1547'423 AND 32 GO EAST ON STATE HIGHWAY 423 FOR 0.3 MILE TO THE
 OD1547'INTERSECTION OF GRONCZNIAK ROAD ON THE RIGHT.  TURN RIGHT ON
 OD1547'GRONCZNIAK ROAD AND GO NORTHERLY 1.15 MILES TO THE
 OD1547'INTERSECTION OF HENRY ROBENS ROAD ON THE LEFT.  TURN LEFT AND GO
 OD1547'WESTERLY ON HENRY ROBENS ROAD FOR 0.40 MILE TO AZIMUTH
 OD1547'MARK, BTA-1 (SACGS), ON THE LEFT.  CONTINUE WESTERLY ALONG
 OD1547'HENRY ROBENS ROAD TO THE T-INTERSECTION OF BRICKHOUSE ROAD
 OD1547'AND THE STATION AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 OD1547'
 OD1547'TO REACH AZIMUTH MARK, BTA-2 (SACGS), CONTINUE SOUTHERLY ALONG
 OD1547'BRICKHOUSE ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 OD1547'
 OD1547'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1547'SURVEY STAMPED BTA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1547'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 FOOT BELOW
 OD1547'THE GROUND.  IT IS LOCATED 13.0 FEET EAST OF THE CENTERLINE OF
 OD1547'BRICKHOUSE ROAD, 125.0 FEET SOUTHEAST OF A 30-INCH MAPLE TREE,
 OD1547'4.3 FEET SOUTHWEST OF POLE NYS E AND G E17, 1383, 115.7 FEET
 OD1547'SOUTHWEST OF POLE 215, NYT 13, AND 68.0 FEET SOUTHWEST OF A
 OD1547'24-INCH APPLE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP
 OD1547'OF AN IRREGULAR MASS OF CONCRETE 36-INCHES BELOW THE GROUND.
 OD1547'
 OD1547'AZIMUTH MARK, BTA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1547'COUNTY GEODETIC SURVEY STAMPED BTA-1.  IT IS SET IN THE TOP OF
 OD1547'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.25 FOOT BELOW
 OD1547'THE GROUND.  IT IS LOCATED 17.8 FEET SOUTHWEST OF THE CENTERLINE
 OD1547'OF HENRY ROBENS ROAD, 46.2 FEET SOUTHWEST OF A TELEPHONE CABLE
 OD1547'JUNCTION BOX, 6.0 FEET NORTHWEST OF POLE NYT 8, NYS E AND G 12,
 OD1547'L141, 11.3 FEET SOUTHEAST OF THE EAST RANGE LINE OF THE BARN ON
 OD1547'THE SOUTH SIDE OF HENRY ROBENS ROAD, AND 70.5 FEET SOUTHEAST
 OD1547'OF A 26-INCH MAPLE TREE.
 OD1547'
 OD1547'AZIMUTH MARK, BTA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1547'COUNTY GEODETIC SURVEY STAMPED BTA-2.  IT IS SET IN THE TOP OF A
 OD1547'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW
 OD1547'THE GROUND.  IT IS LOCATED 15.0 FEET WEST OF THE CENTERLINE OF
 OD1547'BRICKHOUSE ROAD, 29.0 FEET SOUTHEAST OF A 10-INCH CHERRY TREE,
 OD1547'68.0 FEET SOUTH OF A 32-INCH OAK TREE, 76.6 FEET SOUTH OF A
 OD1547'GUY POLE NYS E AND G 13, AND 80.0 FEET SOUTH SOUTHWEST OF POLE
 OD1547'NYS E AND G E13.
 OD1547'
 OD1547'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 OD1547
 OD1547                          STATION RECOVERY (2001)
 OD1547
 OD1547'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1547'TO REACH THE STATION FRON JCT OF 423 AND 32 GO WEST, NOT EAST.
 OD1547
 OD1547                          STATION RECOVERY (2002)
 OD1547
 OD1547'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1547'MARK NOT FOUND.
 OD1547
 OD1547                          STATION RECOVERY (2003)
 OD1547
 OD1547'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1547'MARK NOT FOUND.
 OD1547
 OD1547                          STATION RECOVERY (2004)
 OD1547
 OD1547'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1547'MARK NOT FOUND.
 OD1547
 OD1547                          STATION RECOVERY (2005)
 OD1547
 OD1547'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2364 ***********************************************************************
 MZ2364  DESIGNATION -  BTB
 MZ2364  PID         -  MZ2364
 MZ2364  STATE/COUNTY-  NY/SARATOGA
 MZ2364  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2364
 MZ2364                         *CURRENT SURVEY CONTROL
 MZ2364  ___________________________________________________________________
 MZ2364* NAD 83(1996)-  42 59 46.59598(N)    073 40 18.40738(W)     ADJUSTED  
 MZ2364* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 MZ2364  ___________________________________________________________________
 MZ2364  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 MZ2364  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 MZ2364
 MZ2364  HORZ ORDER  -  SECOND
 MZ2364
 MZ2364.The horizontal coordinates were established by classical geodetic methods
 MZ2364.and adjusted by the National Geodetic Survey in January 1999..
 MZ2364
 MZ2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2364
 MZ2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2364
 MZ2364.The geoid height was determined by GEOID03.
 MZ2364
 MZ2364;                    North         East     Units Scale Factor Converg.
 MZ2364;SPC NY E     -   462,591.213   217,531.367   MT  0.99995609   +0 33 53.4
 MZ2364;SPC NY E     - 1,517,684.67    713,684.16   sFT  0.99995609   +0 33 53.4
 MZ2364;UTM  18      - 4,761,257.204   608,268.269   MT  0.99974420   +0 54 21.1
 MZ2364
 MZ2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2364!SPC NY E     -   0.99998171  x   0.99995609  =   0.99993780
 MZ2364!UTM  18      -   0.99998171  x   0.99974420  =   0.99972591
 MZ2364
 MZ2364:                Primary Azimuth Mark                     Grid Az
 MZ2364:SPC NY E     -  MUNGER                                   081 55 15.7
 MZ2364:UTM  18      -  MUNGER                                   081 34 48.0
 MZ2364
 MZ2364|---------------------------------------------------------------------|
 MZ2364| PID    Reference Object                     Distance      Geod. Az  |
 MZ2364|                                                           dddmmss.s |
 MZ2364| MZ2363 MUNGER                              442.988 METERS 0822909.1 |
 MZ2364| DA3132 BTB 2                                              1770557.7 |
 MZ2364| MZ2358 BTB A                                11.759 METERS 21633     |
 MZ2364| DA3131 BTB 1                                              3404455.8 |
 MZ2364|---------------------------------------------------------------------|
 MZ2364
 MZ2364                          SUPERSEDED SURVEY CONTROL
 MZ2364
 MZ2364  NAD 83(1996)-  42 59 46.59834(N)    073 40 18.40831(W) AD(       ) 2
 MZ2364  NAD 83(1996)-  42 59 46.59867(N)    073 40 18.40842(W) AD(       ) 2
 MZ2364  NAD 83(1992)-  42 59 46.59927(N)    073 40 18.40815(W) AD(       ) 2
 MZ2364  NAD 83(1992)-  42 59 46.59951(N)    073 40 18.40826(W) AD(       ) 2
 MZ2364  NAD 83(1986)-  42 59 46.60028(N)    073 40 18.40741(W) AD(       ) 2
 MZ2364  NAD 27      -  42 59 46.32863(N)    073 40 19.98676(W) AD(       ) 2
 MZ2364  NGVD 29 (07/19/86)  147.7    (m)          485.     (f) VERT ANG       
 MZ2364
 MZ2364.Superseded values are not recommended for survey control.
 MZ2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2364.See file dsdata.txt to determine how the superseded data were derived.
 MZ2364
 MZ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0826861257(NAD 83)
 MZ2364_MARKER: DD = SURVEY DISK
 MZ2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2364+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 MZ2364
 MZ2364  HISTORY     - Date     Condition        Report By
 MZ2364  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2364  HISTORY     - 20010702 GOOD             USPSQD
 MZ2364  HISTORY     - 20020706 GOOD             USPSQD
 MZ2364  HISTORY     - 20030812 GOOD             USPSQD
 MZ2364  HISTORY     - 20040812 GOOD             USPSQD
 MZ2364  HISTORY     - 20050813 GOOD             USPSQD
 MZ2364
 MZ2364                          STATION DESCRIPTION
 MZ2364
 MZ2364'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2364'THE STATION IS LOCATED 4.0 MILES NORTHWEST OF STILLWATER, 6.5
 MZ2364'MILES NORTHEAST OF MALTA, AND 3.5 MILES SOUTHEAST OF QUAKER
 MZ2364'SPRINGS IN THE TOWNSHIP OF STILLWATER.
 MZ2364'
 MZ2364'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 MZ2364'423 AND 32 GO WEST ON STATE HIGHWAY 423 FOR 0.3 MILE TO THE
 MZ2364'INTERSECTION OF GRONCZNIAK ROAD ON THE RIGHT.  TURN RIGHT ON
 MZ2364'GRONCZNIAK ROAD AND GO NORTH FOR 0.65 MILE TO AZIMUTH MARK,
 MZ2364'BTB-2 (SACGS), ON THE RIGHT.  CONTINUE NORTHERLY ALONG
 MZ2364'GRONCZNIAK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 MZ2364'
 MZ2364'TO REACH AZIMUTH MARK, BTB-1 (SACGS), FROM THE STATION
 MZ2364'CONTINUE NORTHERLY ON GRONCZNIAK ROAD FOR 0.4 MILE TO THE
 MZ2364'T-INTERSECTION OF HENRY ROBENS ROAD ON THE LEFT.  TURN LEFT AND
 MZ2364'GO WEST ABOUT 64 FEET TO THE MARK ON THE RIGHT.
 MZ2364'
 MZ2364'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2364'SURVEY STAMPED BTB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2364'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.4 FOOT BELOW
 MZ2364'THE GROUND.  IT IS LOCATED 16.0 FEET EAST OF THE CENTERLINE OF
 MZ2364'GRONCZNIAK ROAD, 99.4 FEET SOUTHEAST OF A 5-INCH ELDER TREE,
 MZ2364'91.0 FEET SOUTH OF A 24-INCH MAPLE TREE, 10.0 FEET WEST OF THE
 MZ2364'CENTERLINE OF A STONE WALL, AND 51.3 FEET NORTHWEST OF A
 MZ2364'26-INCH ASH TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 MZ2364'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 MZ2364'
 MZ2364'AZIMUTH MARK, BTB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2364'COUNTY GEODETIC SURVEY STAMPED BTB-1.  IT IS SET IN THE TOP OF
 MZ2364'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.4 FOOT BELOW
 MZ2364'THE GROUND.  IT IS LOCATED 14.0 FEET NORTH OF THE CENTERLINE
 MZ2364'OF HENRY ROBENS ROAD, 54.0 FEET SOUTHEAST OF THE EAST RANGE
 MZ2364'LINE OF A HOUSE UNDER CONSTRUCTION ON THE SOUTH SIDE OF
 MZ2364'HENRY ROBENS ROAD, 89.6 FEET SOUTHWEST OF A 40-INCH MAPLE TREE
 MZ2364'AND 63.5 FEET WEST OF THE CENTERLINE OF GRONCZNIAK ROAD.
 MZ2364'
 MZ2364'AZIMUTH MARK, BTB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2364'COUNTY GEODETIC SURVEY STAMPED BTB-2.  IT IS SET IN THE TOP OF
 MZ2364'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.25 FOOT BELOW
 MZ2364'THE GROUND.  IT IS LOCATED 18.0 FEET EAST OF THE CENTERLINE OF
 MZ2364'GRONCZNIAK ROAD, 67.8 FEET SOUTHEAST OF POLE E17, 172.5 FEET
 MZ2364'NORTH OF THE RANGE LINE OF AN EAST-WEST STONE WALL, AND 70.0
 MZ2364'FEET NORTHEAST OF A 38-INCH ELM TREE.
 MZ2364'
 MZ2364'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 MZ2364
 MZ2364                          STATION RECOVERY (2001)
 MZ2364
 MZ2364'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2364'RECOVERED IN GOOD CONDITION.
 MZ2364
 MZ2364                          STATION RECOVERY (2002)
 MZ2364
 MZ2364'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2364'RECOVERED IN GOOD CONDITION.
 MZ2364
 MZ2364                          STATION RECOVERY (2003)
 MZ2364
 MZ2364'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2364'RECOVERED IN GOOD CONDITION.
 MZ2364
 MZ2364                          STATION RECOVERY (2004)
 MZ2364
 MZ2364'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2364'RECOVERED IN GOOD CONDITION.
 MZ2364
 MZ2364                          STATION RECOVERY (2005)
 MZ2364
 MZ2364'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1538 ***********************************************************************
 OD1538  DESIGNATION -  BTC
 OD1538  PID         -  OD1538
 OD1538  STATE/COUNTY-  NY/SARATOGA
 OD1538  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1538
 OD1538                         *CURRENT SURVEY CONTROL
 OD1538  ___________________________________________________________________
 OD1538* NAD 83(1996)-  43 01 25.58592(N)    073 40 51.93946(W)     ADJUSTED  
 OD1538* NAVD 88     -       161.2    (meters)     529.     (feet)  VERTCON   
 OD1538  ___________________________________________________________________
 OD1538  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 OD1538  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 OD1538
 OD1538  HORZ ORDER  -  SECOND
 OD1538
 OD1538.The horizontal coordinates were established by classical geodetic methods
 OD1538.and adjusted by the National Geodetic Survey in January 1999..
 OD1538
 OD1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1538
 OD1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1538
 OD1538.The geoid height was determined by GEOID03.
 OD1538
 OD1538;                    North         East     Units Scale Factor Converg.
 OD1538;SPC NY E     -   465,638.230   216,742.100   MT  0.99995478   +0 33 31.5
 OD1538;SPC NY E     - 1,527,681.43    711,094.71   sFT  0.99995478   +0 33 31.5
 OD1538;UTM  18      - 4,764,298.822   607,461.046   MT  0.99974206   +0 53 59.9
 OD1538
 OD1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1538!SPC NY E     -   0.99997955  x   0.99995478  =   0.99993433
 OD1538!UTM  18      -   0.99997955  x   0.99974206  =   0.99972162
 OD1538
 OD1538:                Primary Azimuth Mark                     Grid Az
 OD1538:SPC NY E     -  BTC 2                                    078 29 34.7
 OD1538:UTM  18      -  BTC 2                                    078 09 06.3
 OD1538
 OD1538|---------------------------------------------------------------------|
 OD1538| PID    Reference Object                     Distance      Geod. Az  |
 OD1538|                                                           dddmmss.s |
 OD1538| DA3134 BTC 2                                              0790306.2 |
 OD1538| DA3133 BTC 1                                              0920454.1 |
 OD1538| OD1539 BTC A SACGS 1973                     13.408 METERS 11338     |
 OD1538|---------------------------------------------------------------------|
 OD1538
 OD1538                          SUPERSEDED SURVEY CONTROL
 OD1538
 OD1538  NAD 83(1996)-  43 01 25.58829(N)    073 40 51.94033(W) AD(       ) 2
 OD1538  NAD 83(1996)-  43 01 25.58862(N)    073 40 51.94044(W) AD(       ) 2
 OD1538  NAD 83(1992)-  43 01 25.58923(N)    073 40 51.94018(W) AD(       ) 2
 OD1538  NAD 83(1992)-  43 01 25.58946(N)    073 40 51.94028(W) AD(       ) 2
 OD1538  NAD 83(1986)-  43 01 25.59026(N)    073 40 51.93956(W) AD(       ) 2
 OD1538  NAD 27      -  43 01 25.31940(N)    073 40 53.51737(W) AD(       ) 2
 OD1538  NGVD 29 (07/19/86)  161.4    (m)          530.     (f) VERT ANG       
 OD1538
 OD1538.Superseded values are not recommended for survey control.
 OD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1538.See file dsdata.txt to determine how the superseded data were derived.
 OD1538
 OD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0746164299(NAD 83)
 OD1538_MARKER: DD = SURVEY DISK
 OD1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1538
 OD1538  HISTORY     - Date     Condition        Report By
 OD1538  HISTORY     - 1973     MONUMENTED       NY-091
 OD1538  HISTORY     - 20010702 MARK NOT FOUND   USPSQD
 OD1538  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OD1538  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 OD1538
 OD1538                          STATION DESCRIPTION
 OD1538
 OD1538'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1538'THE STATION IS LOCATED 2.5 MILES SOUTHWEST OF QUAKER SPRINGS,
 OD1538'6.5 MILES SOUTHWEST OF GRANGERVILLE, AND 6.0 MILES NORTHWEST
 OD1538'OF STILLWATER IN THE TOWNSHIP OF SARATOGA.
 OD1538'
 OD1538'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OD1538'423 AND 32 GO NORTH ON STATE HIGHWAY 32 FOR 3.15 MILES TO THE
 OD1538'T-INTERSECTION OF COUNTY HIGHWAY 71 ON THE LEFT.  TURN LEFT ON
 OD1538'COUNTY HIGHWAY 71 AND GO 1.50 MILES TO AZIMUTH MARK, BTC-1
 OD1538'(SACGS), ON THE LEFT AT THE SOUTHWEST CORNER OF THE INTERSECTION
 OD1538'OF SWEET ROAD AND COUNTY HIGHWAY 71.  CONTINUE WEST ON COUNTY
 OD1538'HIGHWAY 71 FOR 0.35 MILE TO AZIMUTH MARK, BTC-2 (SACGS), ON THE
 OD1538'RIGHT.  CONTINUE WEST ON COUNTY HIGHWAY 71 FOR 0.20 MILE TO
 OD1538'THE STATION ON THE RIGHT.
 OD1538'
 OD1538'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1538'SURVEY STAMPED BTC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1538'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1538'THE GROUND.  IT IS LOCATED 15.0 FEET NORTH OF THE CENTERLINE OF
 OD1538'COUNTY HIGHWAY 71, 37.0 FEET EAST OF THE WEST RANGE LINE OF A
 OD1538'WOOD FRAME HOUSE ON THE SOUTH SIDE OF COUNTY HIGHWAY 71, 123.6
 OD1538'FEET NORTHWEST OF POLE NM 35, AND 115.0 FEET NORTHWEST OF A
 OD1538'10-INCH ELM TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 OD1538'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1538'
 OD1538'AZMIMUTH MARK, BTC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1538'COUNTY GEODETIC SURVEY STAMPED BTC-1.  IT IS SET IN THE TOP OF
 OD1538'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1538'THE GROUND.  IT IS LOCATED 21.0 FEET SOUTH OF THE CENTERLINE
 OD1538'OF COUNTY HIGHWAY 71, 111.4 FEET WEST OF A GRANITE MONUMENT
 OD1538'SIGN TO BATTLEFIELD 1777, 48.3 FEET NORTHWEST OF POLE 42, 234
 OD1538'NYT 1, 17.4 FEET EAST OF THE CENTERLINE FACE OF A HEADWALL ON
 OD1538'THE SOUTH SIDE OF COUNTY HIGHWAY 71, AND 40.5 FEET SOUTHEAST
 OD1538'OF THE CENTERLINE FACE OF A HEADWALL ON THE NORTH SIDE OF
 OD1538'COUNTY HIGHWAY 71.
 OD1538'
 OD1538'AZIMUTH MARK BTC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1538'COUNTY GEODETIC SURVEY STAMPED BTC-2.  IT IS SET IN THE TOP OF
 OD1538'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1538'THE GROUND.  IT IS LOCATED 14.0 FEET NORTH OF THE CENTERLINE OF
 OD1538'COUNTY HIGHWAY 71, 145.5 FEET NORTHEAST OF THE CENTERLINE OF
 OD1538'A HEADWALL ON THE SOUTH SIDE OF COUNTY HIGHWAY 71, 43.5 FEET
 OD1538'SOUTHEAST OF A 10-INCH SHAGBARK HICKORY TREE, 9.0 FEET SOUTH OF
 OD1538'A 20-INCH TWIN ELM TREE, AND 125.4 FEET SOUTHWEST OF AN
 OD1538'8-INCH TWIN ASH TREE.
 OD1538'
 OD1538'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 OD1538
 OD1538                          STATION RECOVERY (2001)
 OD1538
 OD1538'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1538'MARK NOT FOUND.
 OD1538
 OD1538                          STATION RECOVERY (2002)
 OD1538
 OD1538'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1538'MARK NOT FOUND.
 OD1538
 OD1538                          STATION RECOVERY (2005)
 OD1538
 OD1538'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1304 ***********************************************************************
 KU1304  DESIGNATION -  BTHS
 KU1304  PID         -  KU1304
 KU1304  STATE/COUNTY-  NY/KINGS
 KU1304  USGS QUAD   -  BROOKLYN (1979)
 KU1304
 KU1304                         *CURRENT SURVEY CONTROL
 KU1304  ___________________________________________________________________
 KU1304* NAD 83(1986)-  40 41 23.     (N)    073 58 37.     (W)     SCALED    
 KU1304* NAVD 88     -        11.915  (meters)      39.09   (feet)  ADJUSTED  
 KU1304  ___________________________________________________________________
 KU1304  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KU1304  DYNAMIC HT  -          11.910 (meters)      39.07  (feet)  COMP
 KU1304  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 KU1304
 KU1304  VERT ORDER  -  FIRST     CLASS II
 KU1304
 KU1304.The horizontal coordinates were scaled from a topographic map and have
 KU1304.an estimated accuracy of +/- 6 seconds.
 KU1304
 KU1304.The orthometric height was determined by differential leveling
 KU1304.and adjusted by the National Geodetic Survey in June 1991..
 KU1304
 KU1304.The geoid height was determined by GEOID03.
 KU1304
 KU1304.The dynamic height is computed by dividing the NAVD 88
 KU1304.geopotential number by the normal gravity value computed on the
 KU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1304.degrees latitude (g = 980.6199 gals.).
 KU1304
 KU1304.The modeled gravity was interpolated from observed gravity values.
 KU1304
 KU1304;                    North         East    Units  Estimated Accuracy
 KU1304;SPC NY L     -    58,080.      301,950.      MT  (+/- 180 meters Scaled)
 KU1304
 KU1304                          SUPERSEDED SURVEY CONTROL
 KU1304
 KU1304  NGVD 29 (??/??/92)   12.254  (m)           40.20   (f) ADJ UNCH    1 2
 KU1304
 KU1304.Superseded values are not recommended for survey control.
 KU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1304.See file dsdata.txt to determine how the superseded data were derived.
 KU1304
 KU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL864048(NAD 83)
 KU1304_MARKER: X = CHISELED CROSS
 KU1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1304_SP_SET: CURB
 KU1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1304+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 KU1304
 KU1304  HISTORY     - Date     Condition        Report By
 KU1304  HISTORY     - UNK      MONUMENTED       RBNF
 KU1304  HISTORY     - 1952     GOOD             NGS
 KU1304  HISTORY     - 20060321 GOOD             GEOCAC
 KU1304
 KU1304                          STATION DESCRIPTION
 KU1304
 KU1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1304'AT NEW YORK.
 KU1304'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT DE KALB AVENUE AND FORT
 KU1304'GREENE PLACE, A 3/4-INCH CHISELED CROSS ON TOP OF BROWN STONE
 KU1304'CURBING AROUND NORTHEAST CORNER OF BUILDING NO 4 FORT GREENE PLACE,
 KU1304'14 FEET WEST OF WEST CURB OF FORT GREENE PLACE, 15 FEET SOUTH OF
 KU1304'SOUTH CURB OF DE KALB AVENUE AND ABOUT 1/2 FOOT ABOVE SIDE WALK.
 KU1304
 KU1304                          STATION RECOVERY (2006)
 KU1304
 KU1304'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1304'FOUND IN GOOD CONDITION AS DESCRIBED.
 KU1304' 
 KU1304'THE CHISELED CROSS IS GETTING A LITTLE FAINT BUT IT HAS RECENTLY BEEN
 KU1304'OUTLINED WITH CHALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0546 ***********************************************************************
 OG0546  DESIGNATION -  BU 09
 OG0546  PID         -  OG0546
 OG0546  STATE/COUNTY-  NY/ERIE
 OG0546  USGS QUAD   -  
 OG0546
 OG0546                         *CURRENT SURVEY CONTROL
 OG0546  ___________________________________________________________________
 OG0546* NAD 83(1996)-  43 03 18.95723(N)    078 43 05.91997(W)     ADJUSTED  
 OG0546* NAVD 88     -       176.3    (meters)     578.     (feet)  VERTCON   
 OG0546  ___________________________________________________________________
 OG0546  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OG0546  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OG0546
 OG0546  HORZ ORDER  -  FIRST
 OG0546
 OG0546.The horizontal coordinates were established by classical geodetic methods
 OG0546.and adjusted by the National Geodetic Survey in January 1999..
 OG0546
 OG0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0546
 OG0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0546
 OG0546.The geoid height was determined by GEOID03.
 OG0546
 OG0546;                    North         East     Units Scale Factor Converg.
 OG0546;SPC NY W     -   339,318.157   339,004.338   MT  0.99993899   -0 05 31.7
 OG0546;SPC NY W     - 1,113,246.32  1,112,216.73   sFT  0.99993899   -0 05 31.7
 OG0546;UTM  17      - 4,769,478.585   685,813.347   MT  1.00002476   +1 33 29.4
 OG0546
 OG0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0546!SPC NY W     -   0.99997790  x   0.99993899  =   0.99991689
 OG0546!UTM  17      -   0.99997790  x   1.00002476  =   1.00000266
 OG0546
 OG0546:                Primary Azimuth Mark                     Grid Az
 OG0546:SPC NY W     -  BU 09 AZ MK 1                            035 18 16.0
 OG0546:UTM  17      -  BU 09 AZ MK 1                            033 39 14.9
 OG0546
 OG0546|---------------------------------------------------------------------|
 OG0546| PID    Reference Object                     Distance      Geod. Az  |
 OG0546|                                                           dddmmss.s |
 OG0546| CZ9777 BU 09 AZ MK 1                                      0351244.3 |
 OG0546| OG0549 SWORMSVILLE ST MARYS CATH CH        APPROX. 2.6 KM 1373632.8 |
 OG0546| NC1151 RNG BUFFALO RADIO BUF               APPROX.11.1 KM 1801621.4 |
 OG0546| NC1403 BUFFALO RAND BUILDING TOWER         APPROX.22.7 KM 2140112.5 |
 OG0546| CZ9779 BU 09 RM 1                           83.713 METERS 22828     |
 OG0546| CZ9778 BU 09 AZ MK 2                                      3111331.9 |
 OG0546| OG0547 PENDLETON GOOD SHEPHERDS CH         APPROX. 3.1 KM 3253035.1 |
 OG0546| CZ9780 BU 09 RM 2                           27.618 METERS 32620     |
 OG0546|---------------------------------------------------------------------|
 OG0546
 OG0546                          SUPERSEDED SURVEY CONTROL
 OG0546
 OG0546  NAD 83(1986)-  43 03 18.96350(N)    078 43 05.91766(W) AD(       ) 1
 OG0546  NAD 27      -  43 03 18.75564(N)    078 43 06.80300(W) AD(       ) 1
 OG0546  NGVD 29 (07/19/86)  176.4    (m)          579.     (f) VERT ANG       
 OG0546
 OG0546.Superseded values are not recommended for survey control.
 OG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0546.See file dsdata.txt to determine how the superseded data were derived.
 OG0546
 OG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8581369479(NAD 83)
 OG0546_MARKER: DS = TRIANGULATION STATION DISK
 OG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0546
 OG0546  HISTORY     - Date     Condition        Report By
 OG0546  HISTORY     - 1958     MONUMENTED       CGS
 OG0546  HISTORY     - 1972     GOOD             NGS
 OG0546  HISTORY     - 20020802 GOOD             USPSQD
 OG0546
 OG0546                          STATION DESCRIPTION
 OG0546
 OG0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 OG0546'STATION IS LOCATED IN THE CONTROL AREA OF THE NIKE SITE BU 09,
 OG0546'ABOUT 10.0 MILES NORTH OF LANCASTER, 8.0 MILES EAST-NORTHEAST OF
 OG0546'TONAWANDA, 7.0 MILES SOUTH OF LOCKPORT AND 2.0 MILES SOUTHWEST OF
 OG0546'THE INTERSECTION OF STATE HIGHWAYS 263 AND 78.
 OG0546'
 OG0546'TO REACH FROM THE POST OFFICE AND CROSSROAD (SMITH ROAD) IN THE
 OG0546'VILLAGE OF SWORMVILLE, GO NORTHWESTERLY ON SMITH ROAD FOR 1.5
 OG0546'MILES TO ENTRANCE TO NIKE SITE ON THE RIGHT, TURN RIGHT, PASS
 OG0546'THROUGH GATE AND GO 0.2 MILE TO THE STATION ON THE RIGHT.  STATION
 OG0546'MARKS, ARE STANDARD DISKS STAMPED BU 09 1958.  THE SURFACE DISK
 OG0546'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 OG0546'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28
 OG0546'INCHES BELOW THE SURFACE OF THE GROUND.
 OG0546'
 OG0546'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BU 09 NO 1 1958, IS
 OG0546'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 OG0546'
 OG0546'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BU 09 NO 2 1958.
 OG0546'
 OG0546'AZIMUTH MARK 1, A STANDARD DISK STAMPED BU 09 1 1958, IS SET IN
 OG0546'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37.6 FEET
 OG0546'NORTH OF THE SOUTHWEST CORNER OF A METAL STORM FENCE AND 1 FOOT
 OG0546'WEST OF A METAL STORM FENCE.  A STANDARD WITNESS POST WAS SET
 OG0546'2 FEET SOUTH OF THE MARK.
 OG0546'
 OG0546'TO REACH AZIMUTH MARK 1 FROM THE JUNCTION OF STATE HIGHWAY 263
 OG0546'AND NEW ROAD, GO NORTHEAST ON STATE HIGHWAY 263 FOR 0.65 MILE
 OG0546'TO AN ATLANTIC SERVICE STATION, CONTINUE STRAIGHT AHEAD FOR 0.05
 OG0546'MILE TO A SIDE ROAD RIGHT AND SIGN LAUNCHING PLATOON, TURN RIGHT
 OG0546'AND GO 0.15 MILE TO A GATE TO LAUNCHING AREA, PASS THROUGH GATE,
 OG0546'THEN BEAR RIGHT FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OG0546'
 OG0546'AZIMUTH MARK 2, A STANDARD DISK STAMPED BU 09 2 1958, IS SET IN A
 OG0546'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 32 FEET WEST
 OG0546'OF THE CENTER OF SURFACED ROAD AND 2 FEET WEST-SOUTHWEST OF POWER
 OG0546'POLE NO. TP-69.  A STANDARD WITNESS POST WAS SET 2 FEET SOUTH
 OG0546'OF THE MARK.
 OG0546'
 OG0546'TO REACH THE AZIMUTH MARK 2 FROM THE JUNCTION OF STATE HIGHWAY
 OG0546'263 AND NEW ROAD GO NORTH ON NEW ROAD FOR 0.2 MILE TO THE AZIMUTH
 OG0546'MARK ON THE LEFT.
 OG0546'
 OG0546'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OG0546
 OG0546                          STATION RECOVERY (1972)
 OG0546
 OG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0546'THE STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK 2 WERE
 OG0546'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK 1 WAS NOT
 OG0546'RECOVERED.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED.  THE
 OG0546'OBSERVED ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK 1 CHECKED,
 OG0546'AZIMUTH MARK TO REFERENCE MARK 2 WAS MISSED BY 01 MINUTE AND 12.2
 OG0546'SECONDS.  A SECOND OBSERVATION WAS MADE AND THE RESULTS
 OG0546'MEANED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OG0546'
 OG0546'STATION IS LOCATED 2 MILES SOUTH OF TONAWANDA CREEK (ERIE AND
 OG0546'NIAGARA COUNTY LINE), 1-1/2 MILES NORTHWEST OF SWORMSVILLE, 1
 OG0546'MILE WEST OF STATE HIGHWAY 78, 1/4 MILE SOUTHEAST OF THE JUNCTION
 OG0546'OF STATE HIGHWAY 263 (MILLERSPORT HIGHWAY) AND NEW ROAD, AT THE
 OG0546'REAR OF AN ABANDONED NIKE SITE WHICH NOW BELONGS TO THE TOWN OF
 OG0546'AMHERST MUSEUM AND ON PROPERTY OWNED BY RAYMOND BITTERMAN.
 OG0546'
 OG0546'TO REACH THE STATION FROM THE POST OFFICE IN SWORMSVILLE, GO
 OG0546'NORTHWEST ON STAHLEY ROAD FOR 0.05 MILE TO THE JUNCTION OF STATE
 OG0546'HIGHWAY 78 (TRANSIT ROAD).  CONTINUE NORTHWEST ACROSS HIGHWAY 78
 OG0546'NOW ON SMITH ROAD FOR 1.65 MILES TO THE ENTRANCE TO THE TOWN OF
 OG0546'AMHERST MUSEUM (ANBANDONED NIKE SITE).  (TO REACH THE AZIMUTH
 OG0546'MARK FROM HERE, GO WEST ON SMITH ROAD FOR 0.2 MILE TO THE
 OG0546'JUNCTION OF NEW ROAD.  TURN RIGHT AND GO NORTH ON NEW ROAD FOR
 OG0546'0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 263.  CONTINUE
 OG0546'NORTH ON NEW ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 OG0546'DESCRIBED).  TURN RIGHT INTO ENTRANCE OF THE TOWN OF AMHERST
 OG0546'MUSEUM AND GO NORTHEAST ON A PAVED ROAD FOR 0.15 MILE TO THE END
 OG0546'OF THE ROAD AND THE STATION AS DESCRIBED.
 OG0546'
 OG0546'STATION MARK, STAMPED BU 09 1958, IS A STANDARD DISK SET IN A
 OG0546'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 OG0546'178 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING NUMBERED
 OG0546'P-19-09CL, 155 FEET EAST OF A STREET LIGHT POLE, 112 FEET EAST OF
 OG0546'THE END OF THE PAVED ROAD AND 76 FEET SOUTHEAST OF THE SOUTHWEST
 OG0546'CORNER OF A CONCRETE FOUNDATION THAT IS 16 BY 28 FEET IN
 OG0546'SIZE.
 OG0546'
 OG0546'REFERENCE MARK 1, STAMPED BU 09 NO 1 1958, IS A STANDARD DISK
 OG0546'SET IN A SQUARE CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW
 OG0546'THE GROUND.  IT IS 56 FEET SOUTHEAST OF CENTER OF THE PAVED ROAD,
 OG0546'40 FEET SOUTH OF A POWER POLE, 25 FEET EAST OF THE NORTH CORNER
 OG0546'OF A BUILDING NUMBERED P-24-09CL AND 3 FEET NORTHEAST OF THE
 OG0546'NORTH CORNER OF A CONCRETE FOUNDATION THAT IS 11 BY 11 FEET AND
 OG0546'PROJECTS 4 FEET ABOVE THE GROUND.
 OG0546'
 OG0546'REFERENCE MARK 2, STAMPED BU 09 NO 2 1958, IS A STANDARD DISK
 OG0546'CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A CONCRETE
 OG0546'FOUNDATION THAT IS 16 BY 28 FEET IN SIZE.  IT IS 129 FEET EAST OF
 OG0546'THE SOUTHEAST CORNER OF THE BUILDING NUMBERED P-19-09 CL AND 105
 OG0546'FEET NORTHEAST OF THE END OF THE PAVED ROAD.
 OG0546'
 OG0546'AZIMUTH MARK 2, STAMPED BU 09 2 1958, IS A STANDARD DISK SET IN A
 OG0546'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 OG0546'IS 32 FEET WEST OF CENTER OF NEW ROAD, 14 FEET EAST OF A GUYLINE
 OG0546'ANCHOR AND 3 FEET WEST OF A POWER POLE NUMBERED 850 200.
 OG0546'
 OG0546'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 OG0546'
 OG0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OG0546'1-1/2 MILES NORTHWEST OF SWORMSVILLE.
 OG0546
 OG0546                          STATION RECOVERY (2002)
 OG0546
 OG0546'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 OG0546'STATION, RM1 AND AZ 2 FOUND. RM 2 IS PROBABLY UNDER A LARGE SECTION OF
 OG0546'ANOTHER FOUNDATION PLACED ON THE CENTER OF THE FOUNDATION MENTIONED IN
 OG0546'THE TEXT. ALL ITEMS USED TO FIND AZ 1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1062 ***********************************************************************
 NC1062  DESIGNATION -  BU 18
 NC1062  PID         -  NC1062
 NC1062  STATE/COUNTY-  NY/ERIE
 NC1062  USGS QUAD   -  EAST AURORA (1965)
 NC1062
 NC1062                         *CURRENT SURVEY CONTROL
 NC1062  ___________________________________________________________________
 NC1062* NAD 83(1996)-  42 55 45.71848(N)    078 37 05.67944(W)     ADJUSTED  
 NC1062* NAVD 88     -       236.0    (meters)     774.     (feet)  VERTCON   
 NC1062  ___________________________________________________________________
 NC1062  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 NC1062  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1062
 NC1062  HORZ ORDER  -  SECOND
 NC1062
 NC1062.The horizontal coordinates were established by classical geodetic methods
 NC1062.and adjusted by the National Geodetic Survey in January 1999..
 NC1062
 NC1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1062
 NC1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1062
 NC1062.The geoid height was determined by GEOID03.
 NC1062
 NC1062;                    North         East     Units Scale Factor Converg.
 NC1062;SPC NY W     -   325,324.262   347,150.246   MT  0.99993760   -0 01 25.6
 NC1062;SPC NY W     - 1,067,334.68  1,138,942.10   sFT  0.99993760   -0 01 25.6
 NC1062;UTM  17      - 4,755,723.343   694,359.343   MT  1.00006474   +1 37 21.8
 NC1062
 NC1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1062!SPC NY W     -   0.99996845  x   0.99993760  =   0.99990606
 NC1062!UTM  17      -   0.99996845  x   1.00006474  =   1.00003319
 NC1062
 NC1062:                Primary Azimuth Mark                     Grid Az
 NC1062:SPC NY W     -  COLDEN RAD STA WBEN FM MAST              181 12 59.0
 NC1062:UTM  17      -  COLDEN RAD STA WBEN FM MAST              179 34 11.6
 NC1062
 NC1062|---------------------------------------------------------------------|
 NC1062| PID    Reference Object                     Distance      Geod. Az  |
 NC1062|                                                           dddmmss.s |
 NC1062| NC1268 COLDEN RAD STA WBEN FM MAST         APPROX.30.0 KM 1811133.4 |
 NC1062| NC1119 EAST AURORA MOOG VALVE TANK         APPROX.14.3 KM 1925130.2 |
 NC1062| NC1121 WEST SENECA WATER TANK              APPROX.13.1 KM 2094511.4 |
 NC1062| CZ9781 BU 18 AZ MK                                        2120447.3 |
 NC1062| NC1403 BUFFALO RAND BUILDING TOWER         APPROX.21.4 KM 2570642.5 |
 NC1062| CZ9782 BU 18 RM 1                           34.534 METERS 26623     |
 NC1062| CZ9784 BU 18 RM 3                           36.887 METERS 32456     |
 NC1062| CZ9783 BU 18 RM 2                           18.264 METERS 35845     |
 NC1062|---------------------------------------------------------------------|
 NC1062
 NC1062                          SUPERSEDED SURVEY CONTROL
 NC1062
 NC1062  NAD 83(1986)-  42 55 45.72488(N)    078 37 05.67663(W) AD(       ) 2
 NC1062  NAD 27      -  42 55 45.51286(N)    078 37 06.57946(W) AD(       ) 2
 NC1062  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG       
 NC1062
 NC1062.Superseded values are not recommended for survey control.
 NC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1062.See file dsdata.txt to determine how the superseded data were derived.
 NC1062
 NC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9435955723(NAD 83)
 NC1062_MARKER: DS = TRIANGULATION STATION DISK
 NC1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1062
 NC1062  HISTORY     - Date     Condition        Report By
 NC1062  HISTORY     - 1958     MONUMENTED       CGS
 NC1062  HISTORY     - 1961     GOOD             LOCSUR
 NC1062  HISTORY     - 1972     GOOD             NGS
 NC1062
 NC1062                          STATION DESCRIPTION
 NC1062
 NC1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1062'STATION IS LOCATED IN THE CONTROL AREA OF NIKE SITE BU 18,
 NC1062'APPROXIMATELY 3.5 MILES NORTHEAST OF LANCASTER AND 1.0 MILE SOUTH
 NC1062'OF STATE HIGHWAY 33.
 NC1062'
 NC1062'TO REACH FROM THE POST OFFICE IN LANCASTER, GO EAST ON
 NC1062'U.S. HIGHWAY 20 FOR 1.7 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 NC1062'GO NORTHERLY ON PAVED ROAD FOR 1.7 MILES TO A T ROAD, TURN RIGHT
 NC1062'(WALDEN ROAD) AND GO 0.75 MILE TO CROSSROAD, TURN LEFT AND TO 0.05
 NC1062'MILE TO AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.35
 NC1062'MILE TO NIKE SITE ON RIGHT, TURN RIGHT AND GO 0.1 MILE TO
 NC1062'ORDERLY ROOM ON RIGHT.
 NC1062'
 NC1062'STATION MARKS ARE STANDARD DISK STAMPED BU 18 1958.  THE SURFACE
 NC1062'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 NC1062'GROUND.
 NC1062'
 NC1062'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 NC1062'INCHES BELOW THE SURFACE OF THE GROUND.
 NC1062'
 NC1062'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED BU 18 NO 1 1958,
 NC1062'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 NC1062'GROUND.  IT IS 85.5 FEET EAST OF EAST CORNER OF CONCRETE BUILDING,
 NC1062'21 FEET NORTH OF CENTER OF ROAD AND 5 FEET WEST OF NORTH END
 NC1062'OF CONCRETE CULVERT.
 NC1062'
 NC1062'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BU 18 NO 2 1958.
 NC1062'
 NC1062'AZIMUTH MARK, A STANDARD DISK STAMPED BU 18 1958, IS CEMENTED IN A
 NC1062'DRILL HOLE IN A CONCRETE CULVERT.  IT IS 32 FEET NORTH-NORTHWEST
 NC1062'OF POWER POLE, 18 FEET EAST OF CENTER OF BLACK TOP ROAD AND 11
 NC1062'FEET WEST OF FENCE CORNER.
 NC1062
 NC1062                          STATION RECOVERY (1961)
 NC1062
 NC1062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 NC1062'RECOVERED BY OBRIEN AND GERE.
 NC1062'
 NC1062'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 NC1062
 NC1062                          STATION RECOVERY (1972)
 NC1062
 NC1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1062'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 NC1062'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 NC1062'RECOVERED.  THE DISTANCE TO RM 1 WAS FOUND SHORTER BY .016
 NC1062'METERS.  THE DIRECTION BETWEEN THE AZIMUTH MARK AND RM 1
 NC1062'CHECKED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 NC1062'DESCRIPTION FOLLOWS.
 NC1062'
 NC1062'THE STATION IS ABOUT 4 MILES EAST OF STATE HIGHWAY 78, 3-3/4
 NC1062'MILES SOUTHWEST OF CLARENCE, 1-1/2 MILES SOUTH OF THE NEW YORK
 NC1062'THRUWAY, 0.2 MILE EAST OF PAVEMENT ROAD AND ON AN OLD ABANDONED
 NC1062'NIKE SITE.
 NC1062'
 NC1062'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 NC1062'CLARENCE, GO EAST ON STATE HIGHWAY 5 (MAIN STREET) FOR 0.2 MILE
 NC1062'TO THE JUNCTION OF RANSOM ROAD ON THE RIGHT.  TURN RIGHT AND GO
 NC1062'SOUTH ON RANSOM ROAD FOR 1.85 MILES TO WHERE RANSOM ROAD CROSSES
 NC1062'THE NEW YORK THRUWAY.  CONTINUE SOUTH ON RANSON ROAD FOR 1.5
 NC1062'MILES TO THE JUNCTION OF PEPPERMINT ROAD ON THE RIGHT.  TURN
 NC1062'RIGHT AND GO WEST ON PEPPERMINT ROAD FOR 1.5 MILES TO A
 NC1062'T-JUNCTION.  TURN LEFT AND GO SOUTH ON PAVEMENT ROAD FOR 0.3 MILE
 NC1062'TO PLEASANT VIEW DRIVE ON THE RIGHT AND THE ENTRANCE TO AN
 NC1062'ABANDONED NIKE SITE ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 NC1062'FROM HERE, GO SOUTH ON PAVEMENT ROAD FOR 0.35 MILE TO THE
 NC1062'MARK ON THE LEFT CEMENTED IN A DRILL HOLE IN THE EAST END OF A
 NC1062'CONCRETE CULVERT JUST BEFORE REACHING THE JUNCTION OF WALDEN
 NC1062'ROAD.) TURN LEFT AND GO EAST FOR ABOUT 100 YARDS TO A GATE INTO
 NC1062'THE NIKE SITE.  PASS THROUGH THE GATE AND CONTINUE EAST ON A
 NC1062'PAVED ROAD FOR 0.15 MILE TO WHERE THE ROAD TURNS LEFT AND GOES
 NC1062'NORTH AND THE STATION ON THE LEFT AS DESCRIBED.
 NC1062'
 NC1062'STATION MARK, STAMPED BU 18 1958, IS A STANDARD DISK SET IN A
 NC1062'SQUARE CONCRETE POST ABOUT 2 INCHES BELOW THE GROUND.  IT IS 119
 NC1062'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER 14, 51
 NC1062'FEET SOUTH OF THE SOUTHEAST CORNER OF A METAL SIDED TOWER
 NC1062'BUILDING, 46 FEET WEST OF CENTER OF THE PAVED ROAD, 32 FEET WEST
 NC1062'OF A STREET LIGHT, 27 FEET SOUTHWEST OF A POWER POLE AND 27 FEET
 NC1062'NORTH OF CENTER OF THE PAVED ROAD.
 NC1062'
 NC1062'REFERENCE MARK 1, STAMPED BU 18 NO 1 1958, IS A STANDARD DISK SET
 NC1062'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 20.5 FEET
 NC1062'NORTH OF CENTER OF THE PAVED ROAD, 12 FEET NORTHWEST OF A POWER
 NC1062'POLE AND 7 FEET WEST OF CENTER OF A CONCRETE DITCH.
 NC1062'
 NC1062'REFERENCE MARK 3, STAMPED BU 18 NO 3 1958 1972, IS A STANDARD
 NC1062'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 NC1062'APRON IN FRONT OF BUILDING NUMBER 14.  IT IS 4.6 FEET SOUTH OF THE
 NC1062'SOUTHEAST CORNER OF BUILDING NUMBER 14.
 NC1062'
 NC1062'AZIMUTH MARK, STAMPED BU 18 1958, IS A STANDARD DISK CEMENTED IN A
 NC1062'DRILL HOLE IN THE EAST END OF A CONCRETE CULVERT ABUTMENT UNDER
 NC1062'PAVEMENT ROAD.  THE CULVERT ABUTMENT IS ABOUT 2 FEET LOWER THAN THE
 NC1062'ROAD.  IT IS 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF RIPAS
 NC1062'RESTAURANT, 42 FEET NORTH OF CENTER OF THE DRIVEWAY LEADING TO
 NC1062'THE RESTAURANT, 32.5 FEET NORTH OF POWER POLE NUMBER 522 41, 18
 NC1062'FEET EAST OF CENTER OF PAVEMENT ROAD AND 5 FEET NORTH OF THE
 NC1062'SOUTH END OF THE ABUTMENT.
 NC1062'
 NC1062'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 NC1062'
 NC1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1062'3-3/4 MILES SOUTHWEST OF CLARENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1120 ***********************************************************************
 NC1120  DESIGNATION -  BU 34 DC
 NC1120  PID         -  NC1120
 NC1120  STATE/COUNTY-  NY/ERIE
 NC1120  USGS QUAD   -  ORCHARD PARK (1965)
 NC1120
 NC1120                         *CURRENT SURVEY CONTROL
 NC1120  ___________________________________________________________________
 NC1120* NAD 83(1996)-  42 47 32.05837(N)    078 41 56.60883(W)     ADJUSTED  
 NC1120* NAVD 88     -       277.8    (meters)     911.     (feet)  VERTCON   
 NC1120  ___________________________________________________________________
 NC1120  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 NC1120  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NC1120
 NC1120  HORZ ORDER  -  FIRST
 NC1120
 NC1120.The horizontal coordinates were established by classical geodetic methods
 NC1120.and adjusted by the National Geodetic Survey in January 1999..
 NC1120
 NC1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1120
 NC1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1120
 NC1120.The geoid height was determined by GEOID03.
 NC1120
 NC1120;                    North         East     Units Scale Factor Converg.
 NC1120;SPC NY W     -   310,097.587   340,532.558   MT  0.99993860   -0 04 43.0
 NC1120;SPC NY W     - 1,017,378.50  1,117,230.57   sFT  0.99993860   -0 04 43.0
 NC1120;UTM  17      - 4,740,311.313   688,180.621   MT  1.00003568   +1 33 48.9
 NC1120
 NC1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1120!SPC NY W     -   0.99996187  x   0.99993860  =   0.99990047
 NC1120!UTM  17      -   0.99996187  x   1.00003568  =   0.99999755
 NC1120
 NC1120:                Primary Azimuth Mark                     Grid Az
 NC1120:SPC NY W     -  WEST SENECA WATER TANK                   001 28 06.7
 NC1120:UTM  17      -  WEST SENECA WATER TANK                   359 49 34.8
 NC1120
 NC1120|---------------------------------------------------------------------|
 NC1120| PID    Reference Object                     Distance      Geod. Az  |
 NC1120|                                                           dddmmss.s |
 NC1120| NC1121 WEST SENECA WATER TANK              APPROX. 3.8 KM 0012323.7 |
 NC1120| NC1119 EAST AURORA MOOG VALVE TANK         APPROX. 3.6 KM 0695115.7 |
 NC1120| CZ9786 BU 34 DC RM 1                        69.430 METERS 08444     |
 NC1120| CZ9789 BU 34 DC RM 5                        31.394 METERS 10043     |
 NC1120| CZ9785 BU 34 DC AZ MK                                     1494257.3 |
 NC1120| CZ9787 BU 34 DC RM 2                        65.598 METERS 21351     |
 NC1120| CZ9788 BU 34 DC RM 4                        24.392 METERS 34639     |
 NC1120|---------------------------------------------------------------------|
 NC1120
 NC1120                          SUPERSEDED SURVEY CONTROL
 NC1120
 NC1120  NAD 83(1986)-  42 47 32.06461(N)    078 41 56.60562(W) AD(       ) 1
 NC1120  NAD 27      -  42 47 31.85088(N)    078 41 57.50272(W) AD(       ) 1
 NC1120  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 NC1120
 NC1120.Superseded values are not recommended for survey control.
 NC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1120.See file dsdata.txt to determine how the superseded data were derived.
 NC1120
 NC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8818140311(NAD 83)
 NC1120_MARKER: DS = TRIANGULATION STATION DISK
 NC1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1120
 NC1120  HISTORY     - Date     Condition        Report By
 NC1120  HISTORY     - 1958     MONUMENTED       CGS
 NC1120  HISTORY     - 1973     GOOD             NGS
 NC1120
 NC1120                          STATION DESCRIPTION
 NC1120
 NC1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1120'THE STATION IS LOCATED IN THE CONTROL AREA OF THE NIKE SITE BU
 NC1120'34 DC, ABOUT 10.5 MILES SOUTHEAST OF THE CENTER OF DOWNTOWN
 NC1120'BUFFALO, 7.0 MILES SOUTH-SOUTHWEST OF LANCASTER, 4.5 MILES
 NC1120'WEST-NORTHWEST OF EAST AURORA AND 2.5 MILES NORTHEAST OF
 NC1120'ORCHARD PARK.
 NC1120'
 NC1120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NC1120'STATE HIGHWAYS 78 AND 130 WHICH IS APPROXIMATELY 1.0 MILE WEST
 NC1120'OF LANCASTER, GO SOUTH ON U.S. HIGHWAY 20 AND STATE HIGHWAY 78
 NC1120'FOR 2.9 MILES TO THE JUNCTION OF STATE HIGHWAY 354, CONTINUE SOUTH
 NC1120'ON U.S. HIGHWAY 20 FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY
 NC1120'16, CONTINUE SOUTH ON U.S. HIGHWAY 20 FOR 1.0 MILE TO WHERE THE
 NC1120'HIGHWAY TURNS RIGHT (JUST SOUTH OF CONCRETE BRIDGE) AND STATE
 NC1120'HIGHWAY 187 ON THE LEFT.  TURN LEFT, THEN RIGHT, ON STATE
 NC1120'HIGHWAY 187 AND GO SOUTHERLY FOR 1.5 MILES TO THE TOP OF HILL
 NC1120'AND THE ENTRANCE TO NIKE SITE ON THE RIGHT (CONTINUE SOUTH FOR
 NC1120'0.2 MILE TO CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT IN
 NC1120'THE NORTHWEST ANGLE OF CROSSROAD.) TURN RIGHT, PASS
 NC1120'THROUGH GATE, AND GO ABOUT 0.1 MILE TO WHERE THE ROAD TURNS RIGHT
 NC1120'AND THE STATION ON THE RIGHT.
 NC1120'
 NC1120'STATION MARKS ARE STANDARD DISKS STAMPED BU 34 DC 1958.  THE
 NC1120'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 NC1120'THE SURFACE OF THE GROUND.  IT IS 110 FEET EAST OF THE CENTER OF
 NC1120'SURFACED ROAD, 89.5 FEET NORTH OF THE NORTHEAST CORNER OF
 NC1120'M.T.R. AND 72 FEET WEST OF THE SOUTH ONE OF TWO STEEL ANTENNAS.
 NC1120'
 NC1120'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BU 34 DC NO 1 1958.
 NC1120'
 NC1120'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BU 34 DC NO 2 1958.
 NC1120'
 NC1120'AZIMUTH MARK, A STANDARD DISK STAMPED BU 34 DC 1958, IS SET IN A
 NC1120'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 82.5 FEET
 NC1120'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE CROSSROADS, 72
 NC1120'FEET SOUTH OF THE CENTER OF MILESTRIP ROAD, 38 FEET WEST OF THE
 NC1120'CENTER OF STATE HIGHWAY 187 AND 3 FEET NORTH OF POWER POLE.  A
 NC1120'STANDARD WITNESS POST WAS SET 1.5 FEET NORTH OF THE MARK.
 NC1120'
 NC1120'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NC1120
 NC1120                          STATION RECOVERY (1973)
 NC1120
 NC1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1120'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD
 NC1120'CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT THE
 NC1120'DIRECTION WAS FOUND TO BE 14 SECONDS LARGER.  THE REFERENCE MARKS
 NC1120'WERE NOT FOUND AND NEW MARKS NUMBER 4 AND NUMBER 5 WERE
 NC1120'ESTABLISHED AT THIS TIME.  DUE TO CHANGES A NEW DESCRIPTION
 NC1120'FOLLOWS.
 NC1120'
 NC1120'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF THE VILLAGE
 NC1120'OF EAST AURORA, 3 MILES NORTHEAST OF THE VILLAGE OF ORCHARD PARK,
 NC1120'ON THE ORCHARD PARK-ELMA TOWN LINE, ON PROPERTY OWNED BY HEALTH
 NC1120'RESEARCH INC. AND ON THE OLD NIKE SITE BU 34 DC.
 NC1120'
 NC1120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NC1120'STATE HIGHWAY 187 IN THE EAST EDGE OF THE TOWN OF ORCHARD PARK,
 NC1120'GO SOUTHERLY ON STATE HIGHWAY 187 FOR 1.55 MILES TO ROSWELL PARK
 NC1120'MEMORIAL INSTITUTE ON THE RIGHT.  (CONTINUE SOUTHERLY ON 187 FOR
 NC1120'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AT THE JUNCTION OF
 NC1120'MILESTRIP ROAD.) TURN RIGHT AND GO WESTERLY ON A PAVED STREET
 NC1120'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 NC1120'
 NC1120'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED BU
 NC1120'34 DC 1958.  THE SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 NC1120'POST THAT IS FLUSH WITH THE GROUND.  IT IS 110 FEET EAST OF THE
 NC1120'CENTER OF THE PAVED STREET, 89.5 FEET NORTH OF THE NORTHEAST
 NC1120'CORNER OF A BUILDING AND 72 FEET WEST OF A STEEL ANTENNA.
 NC1120'
 NC1120'REFERENCE MARK 4, STAMPED BU 34 DC NO 4 1973, IS A STANDARD DISK
 NC1120'SET IN A DRILL HOLE IN A CONCRETE SIDEWALK AND IS FLUSH WITH THE
 NC1120'GROUND.  IT IS 5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 NC1120'BUILDING, 2 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK AND 1.2
 NC1120'FEET EAST OF THE WEST EDGE OF THE SIDEWALK.
 NC1120'
 NC1120'REFERENCE MARK 5, STAMPED BU 34 DC 1958 NO 5 1973, IS A STANDARD
 NC1120'DISK SET IN A DRILL HOLE IN A CONCRETE FOUNDATION OF A THREE LEGGED
 NC1120'STEEL STRUCTURE AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 9
 NC1120'FEET SOUTHEAST OF THE WEST LEG OF THE STRUCTURE, 64 FEET SOUTH OF
 NC1120'AN ANTENNA AND 8 FEET NORTHWEST OF THE SOUTH LEG OF THE
 NC1120'STRUCTURE.
 NC1120'
 NC1120'AZIMUTH MARK, STAMPED BU 34 DC 1958, IS A STANDARD DISK SET IN
 NC1120'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 NC1120'37 FEET WEST OF THE CENTER OF STATE HIGHWAY 187, 2.5 FEET NORTH OF
 NC1120'A POWER POLE NUMBER 648-130 AND 2 FEET SOUTHWEST OF A METAL
 NC1120'WITNESS POST.
 NC1120'
 NC1120'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 NC1120'
 NC1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1120'3 MILES NORTHEAST OF ORCHARD PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1374 ***********************************************************************
 NC1374  DESIGNATION -  BU 52 DC
 NC1374  PID         -  NC1374
 NC1374  STATE/COUNTY-  NY/ERIE
 NC1374  USGS QUAD   -  EDEN (1965)
 NC1374
 NC1374                         *CURRENT SURVEY CONTROL
 NC1374  ___________________________________________________________________
 NC1374* NAD 83(1996)-  42 42 55.47221(N)    078 53 17.76815(W)     ADJUSTED  
 NC1374* NAVD 88     -       234.6    (meters)     770.     (feet)  VERTCON   
 NC1374  ___________________________________________________________________
 NC1374  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 NC1374  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NC1374
 NC1374  HORZ ORDER  -  FIRST
 NC1374
 NC1374.The horizontal coordinates were established by classical geodetic methods
 NC1374.and adjusted by the National Geodetic Survey in January 1999..
 NC1374
 NC1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1374
 NC1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1374
 NC1374.The geoid height was determined by GEOID03.
 NC1374
 NC1374;                    North         East     Units Scale Factor Converg.
 NC1374;SPC NY W     -   301,601.884   325,022.361   MT  0.99994517   -0 12 24.7
 NC1374;SPC NY W     -   989,505.51  1,066,344.20   sFT  0.99994517   -0 12 24.7
 NC1374;UTM  17      - 4,731,374.405   672,919.155   MT  0.99996788   +1 25 58.3
 NC1374
 NC1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1374!SPC NY W     -   0.99996866  x   0.99994517  =   0.99991383
 NC1374!UTM  17      -   0.99996866  x   0.99996788  =   0.99993654
 NC1374
 NC1374:                Primary Azimuth Mark                     Grid Az
 NC1374:SPC NY W     -  RADIO STATION WEBR CEN TOWER             002 26 10.9
 NC1374:UTM  17      -  RADIO STATION WEBR CEN TOWER             000 47 47.9
 NC1374
 NC1374|---------------------------------------------------------------------|
 NC1374| PID    Reference Object                     Distance      Geod. Az  |
 NC1374|                                                           dddmmss.s |
 NC1374| NC1375 RADIO STATION WEBR CEN TOWER        APPROX. 3.3 KM 0021346.2 |
 NC1374| NC1403 BUFFALO RAND BUILDING TOWER         APPROX.19.0 KM 0033852.7 |
 NC1374| NC1450 BUFFALO RADIO STA WGR TOWER         APPROX. 7.2 KM 0313012.1 |
 NC1374| CZ9793 BU 52 DC RM 3                        30.495 METERS 08106     |
 NC1374| NC1295 EDEN VALLEY TENN GAS TOWER          APPROX. 6.2 KM 1305243.2 |
 NC1374| CZ9794 BU 52 DC RM 4                        26.451 METERS 20936     |
 NC1374| CZ9790 BU 52 DC AZ MK                                     2152104.7 |
 NC1374| CZ9792 BU 52 DC RM 2                       102.927 METERS 25329     |
 NC1374| CZ9791 BU 52 DC RM 1                        46.682 METERS 30558     |
 NC1374|---------------------------------------------------------------------|
 NC1374
 NC1374                          SUPERSEDED SURVEY CONTROL
 NC1374
 NC1374  NAD 83(1986)-  42 42 55.47812(N)    078 53 17.76462(W) AD(       ) 1
 NC1374  NAD 27      -  42 42 55.26499(N)    078 53 18.64155(W) AD(       ) 1
 NC1374  NGVD 29 (07/19/86)  234.7    (m)          770.     (f) VERT ANG       
 NC1374
 NC1374.Superseded values are not recommended for survey control.
 NC1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1374.See file dsdata.txt to determine how the superseded data were derived.
 NC1374
 NC1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7291931374(NAD 83)
 NC1374_MARKER: DS = TRIANGULATION STATION DISK
 NC1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1374
 NC1374  HISTORY     - Date     Condition        Report By
 NC1374  HISTORY     - 1958     MONUMENTED       CGS
 NC1374  HISTORY     - 1973     GOOD             NGS
 NC1374
 NC1374                          STATION DESCRIPTION
 NC1374
 NC1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1374'THE STATION IS LOCATED IN THE CONTROL AREA OF NIKE SITE BU 52 DC,
 NC1374'ABOUT 11.0 MILES SOUTH OF THE CENTER OF DOWNTOWN BUFFALO, 2.5
 NC1374'MILES WEST OF HAMBURG, AND 2.0 MILES EAST OF THE EAST SHORE OF
 NC1374'LAKE ERIE.
 NC1374'
 NC1374'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 219 AND 62 IN THE
 NC1374'CENTER OF HAMBURG, GO WEST ON HIGHWAY 62 AND STATE HIGHWAY 18
 NC1374'FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 75.  KEEP
 NC1374'STRAIGHT AHEAD, WEST, ON HIGHWAYS FOR 0.05 MILE TO WHERE
 NC1374'HIGHWAYS TURN LEFT.  KEEP STRAIGHT AHEAD ON EVANS STREET FOR 1.55
 NC1374'MILES TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD FOR 0.15 MILE
 NC1374'TO SIDE ROAD RIGHT.  TURN RIGHT RIGHT AND GO 0.1 MILE TO A
 NC1374'CROSSROAD.  TURN LEFT AND GO SOUTHWEST FOR 0.85 MILE TO
 NC1374'ENTRANCE TO NIKE SITE ON THE RIGHT (CONTINUE STRAIGHT AHEAD FOR
 NC1374'0.45 MILE TO A SIDE ROAD LEFT AND AZIMUTH MARK ON THE LEFT
 NC1374'IN THE SOUTHWEST ANGLE OF SIDE ROAD).  TURN RIGHT, PASSING
 NC1374'THROUGH GATE, AND GO 0.2 MILE TO ORDERLY ROOM ON THE RIGHT.
 NC1374'TURN LEFT AND GO 0.1 MILE TO A T-ROAD AND STATION TO THE
 NC1374'NORTHWEST.
 NC1374'
 NC1374'STATION MARKS ARE STANDARD DISKS STAMPED BU 52 DC 1958.  THE
 NC1374'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 NC1374'3 INCHES.  IT IS 66 FEET EAST-SOUTHEAST OF A POWER POLE USED
 NC1374'AS AN ANTENNA MOUNT AND 29 FEET WEST OF THE CENTER OF THE
 NC1374'GRAVEL ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 NC1374'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 NC1374'
 NC1374'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BU 52 DC NO 1 1958.
 NC1374'
 NC1374'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BU 52 DC NO 2 1958.
 NC1374'
 NC1374'AZIMUTH MARK, A STANDARD DISK STAMPED BU 52 DC 1958, IS SET
 NC1374'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS SET
 NC1374'IN THE NORTH-SOUTH FENCE LINE IN THE NORTHEAST CORNER OF
 NC1374'BARNYARD, 28.5 FEET SOUTH OF LAKEVIEW RD. AND 24 FEET WEST
 NC1374'OF NO. CREEK RD.  A STANDARD WITNESS POST WAS SET 1.7 FEET
 NC1374'NORTH OF THE MARK.
 NC1374
 NC1374                          STATION RECOVERY (1973)
 NC1374
 NC1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1374'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NC1374'CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND REFERENCE
 NC1374'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  THE DIRECTION TO
 NC1374'THE AZIMUTH MARK CHECKED.
 NC1374'
 NC1374'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NC1374'
 NC1374'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF THE VILLAGE OF
 NC1374'HAMBURG, 2 MILES NORTHEAST OF NORTH EVANS, 1/4 MILE EAST OF
 NC1374'INTERSTATE 90 AND ON AN OLD NIKI SITE THAT HAD BEEN TURNED OVER
 NC1374'TO THE TOWN OF HAMBURG.
 NC1374'
 NC1374'TO REACH THE STATION FROM THE POST OFFICE IN LAKEVIEW, GO
 NC1374'EASTERLY ON LAKEVIEW ROAD FOR 0.85 MILE TO THE JUNCTION OF
 NC1374'U.S. HIGHWAY 20.  CONTINUE EASTERLY ON LAKEVIEW ROAD FOR 1.3 MILES
 NC1374'TO THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE
 NC1374'JUNCTION WITH NORTH CREEK ROAD.  CONTINUE EASTERLY ON LAKEVIEW
 NC1374'ROAD FOR 0.4 MILE TO SIDE ROAD LEFT AND THE ENTRANCE TO AN
 NC1374'OLD NIKI SITE ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED
 NC1374'ROAD FOR 0.15 MILE TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NC1374'WESTERLY ON THE GRAVEL ROAD FOR 0.05 MILE TO THE STATION AT
 NC1374'THE END OF THE ROAD AS DESCRIBED.
 NC1374'
 NC1374'STATION SURFACE MARK, STAMPED BU 52 DC 1958, IS A STANDARD DISK
 NC1374'SET IN THE TOP OF A SQUARE CONCRETE POST 3 INCHES BELOW THE
 NC1374'GROUND.  IT IS 79 FEET NORTHWEST OF THE INTERSECTION OF GRAVEL
 NC1374'ROAD AND A GARAGE ENTRANCE ROAD, 66 FEET EAST OF AN OLD TARGET
 NC1374'POLE AND 29 FEET WEST OF THE CENTER OF THE GRAVEL
 NC1374'ROAD.
 NC1374'
 NC1374'REFERNCE MARK 3, STAMPED BU 52 DC 1958 NO 3 1973, IS A
 NC1374'STANDARD DISK SET IN A DRILL HOLE IN A 4 FOOT BY 7 FOOT CONCRETE
 NC1374'SLAB.  IT IS 87 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 71
 NC1374'FEET EAST OF THE CENTER OF THE GRAVEL DRIVEWAY AND 11 FEET WEST
 NC1374'OF THE SOUTHWEST CORNER OF A SMALL BLOCK BUILDING.
 NC1374'
 NC1374'REFERENCE MARK 4, STAMPED BU 52 DC 1958 NO 4 1973, IS A
 NC1374'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 NC1374'FLUSH WITH THE GROUND.  IT IS 91 FEET SOUTHEAST OF THE TARGET
 NC1374'POLE, 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BLOCK
 NC1374'BUILDING AND 76 FEET WEST OF THE INTERSECTION OF THE GRAVEL ROAD
 NC1374'AND THE GRAVEL DRIVEWAY.
 NC1374'
 NC1374'AZIMUTH MARK, STAMPED BU 52 DC 1958, IS A STANDARD DISK SET IN
 NC1374'THE TOP OF A SQUARE CONCRETE POST THAT IS 3 INCHES BELOW THE
 NC1374'GROUND.  IT IS 54 FEET WEST OF LIGHT POLE NUMBER 167-1, 29 FEET
 NC1374'SOUTH OF THE CENTER OF LAKEVIEW ROAD, 26 FEET WEST OF THE CENTER
 NC1374'OF NORTH CREEK ROAD AND 1.8 FEET NORTHEAST OF A METAL WITNESS
 NC1374'POST.
 NC1374'
 NC1374'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 NC1374'
 NC1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1374'2 MILES NORTHEAST OF NORTH EVANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1637 ***********************************************************************
 OD1637  DESIGNATION -  BUA
 OD1637  PID         -  OD1637
 OD1637  STATE/COUNTY-  NY/SARATOGA
 OD1637  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1637
 OD1637                         *CURRENT SURVEY CONTROL
 OD1637  ___________________________________________________________________
 OD1637* NAD 83(1996)-  43 01 02.14118(N)    073 45 46.36926(W)     ADJUSTED  
 OD1637* NAVD 88     -        63.9    (meters)     210.     (feet)  VERTCON   
 OD1637  ___________________________________________________________________
 OD1637  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 OD1637  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 OD1637
 OD1637  HORZ ORDER  -  SECOND
 OD1637
 OD1637.The horizontal coordinates were established by classical geodetic methods
 OD1637.and adjusted by the National Geodetic Survey in January 1999..
 OD1637
 OD1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1637
 OD1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1637
 OD1637.The geoid height was determined by GEOID03.
 OD1637
 OD1637;                    North         East     Units Scale Factor Converg.
 OD1637;SPC NY E     -   464,853.051   210,082.731   MT  0.99994440   +0 30 10.4
 OD1637;SPC NY E     - 1,525,105.38    689,246.43   sFT  0.99994440   +0 30 10.4
 OD1637;UTM  18      - 4,763,474.180   600,807.908   MT  0.99972501   +0 50 38.6
 OD1637
 OD1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1637!SPC NY E     -   0.99999481  x   0.99994440  =   0.99993921
 OD1637!UTM  18      -   0.99999481  x   0.99972501  =   0.99971982
 OD1637
 OD1637:                Primary Azimuth Mark                     Grid Az
 OD1637:SPC NY E     -  BUA 2                                    085 00 11.1
 OD1637:UTM  18      -  BUA 2                                    084 39 42.9
 OD1637
 OD1637|---------------------------------------------------------------------|
 OD1637| PID    Reference Object                     Distance      Geod. Az  |
 OD1637|                                                           dddmmss.s |
 OD1637| DA3136 BUA 2                                              0853021.5 |
 OD1637| OD1639 BUA A SACGS 1973                      8.433 METERS 19959     |
 OD1637| DA3135 BUA 1                                              2623128.3 |
 OD1637|---------------------------------------------------------------------|
 OD1637
 OD1637                          SUPERSEDED SURVEY CONTROL
 OD1637
 OD1637  NAD 83(1996)-  43 01 02.14373(N)    073 45 46.37002(W) AD(       ) 2
 OD1637  NAD 83(1996)-  43 01 02.14402(N)    073 45 46.37017(W) AD(       ) 2
 OD1637  NAD 83(1992)-  43 01 02.14470(N)    073 45 46.36978(W) AD(       ) 2
 OD1637  NAD 83(1992)-  43 01 02.14492(N)    073 45 46.36989(W) AD(       ) 2
 OD1637  NAD 83(1986)-  43 01 02.14549(N)    073 45 46.36902(W) AD(       ) 2
 OD1637  NAD 27      -  43 01 01.87480(N)    073 45 47.93776(W) AD(       ) 2
 OD1637  NGVD 29 (07/19/86)   64.1    (m)          210.     (f) VERT ANG       
 OD1637
 OD1637.Superseded values are not recommended for survey control.
 OD1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1637.See file dsdata.txt to determine how the superseded data were derived.
 OD1637
 OD1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0080863474(NAD 83)
 OD1637_MARKER: DD = SURVEY DISK
 OD1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1637
 OD1637  HISTORY     - Date     Condition        Report By
 OD1637  HISTORY     - 1973     MONUMENTED       NY-091
 OD1637  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 OD1637  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 OD1637  HISTORY     - 20030806 MARK NOT FOUND   USPSQD
 OD1637  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 OD1637  HISTORY     - 20050807 MARK NOT FOUND   USPSQD
 OD1637
 OD1637                          STATION DESCRIPTION
 OD1637
 OD1637'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1637'THE STATION IS LOCATED 4.5 MILES SOUTHEAST OF SARATOGA SPRINGS,
 OD1637'1.5 MILES NORTHEAST OF MALTA RIDGE, AND 3.5 MILES NORTHEAST OF
 OD1637'MALTA IN THE TOWNSHIP OF MALTA.
 OD1637'
 OD1637'TO REACH THE STATION FROM THE JUNCTION OF EXIT 13 OF
 OD1637'INTERSTATE HIGHWAY 87 AND U.S. HIGHWAY 9, GO SOUTH ON U.S.
 OD1637'HIGHWAY 9 FOR 0.50 MILE TO THE INTERSECTION OF COUNTY HIGHWAY
 OD1637'63.  TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY 63 (CHINA
 OD1637'TOWN ROAD) FOR 1.05 MILES TO THE T-INTERSECTION OF COUNTY
 OD1637'HIGHWAY 64 AND AZIMUTH MARK, BUA-1 (SACGS), ON THE LEFT.
 OD1637'CONTINUE NORTHEAST ON COUNTY HIGHWAY 63 FOR 0.40 MILE TO STATION
 OD1637'ON LEFT.
 OD1637'
 OD1637'TO REACH AZIMUTH MARK, BUA-2 (SACGS), FROM THE STATION GO
 OD1637'EAST ON MANNING ROAD FOR 0.05 MILE TO MARK ON RIGHT.
 OD1637'
 OD1637'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1637'SURVEY STAMPED BUA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1637'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1637'THE GROUND.  IT IS LOCATED 83.1 FEET EAST OF POLE NH 138, 216
 OD1637'NYT 1 ON THE NORTH SIDE OF COUNTY HIGHWAY 63, 73.4 FEET
 OD1637'NORTHEAST OF A 26-INCH MAPLE TREE, 53.7 FEET NORTHEAST OF A
 OD1637'26-INCH MAPLE TREE BOTH ON THE SOUTH SIDE OF COUNTY HIGHWAY 63
 OD1637'AND 15.7 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 63.
 OD1637'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1637'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1637'
 OD1637'AZIMUTH MARK, BUA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1637'COUNTY GEODETIC SURVEY STAMPED BUA-1.  IT IS SET IN THE TOP OF
 OD1637'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1637'THE GROUND.  IT IS LOCATED 77.0 FEET SOUTHEAST OF POLE NYP 130
 OD1637'ON THE WEST SIDE OF COUNTY HIGHWAY 61, 127.7 FEET SOUTHWEST OF
 OD1637'POLE NYP 31 ON THE NORTH SIDE OF COUNTY HIGHWAY 63, 159.0 FEET
 OD1637'NORTHWEST OF THE CENTER OF THE SOUTH HEADWALL ON THE SOUTH SIDE
 OD1637'OF COUNTY HIGHWAY 63 AND 19.0 FEET NORTH OF THE CENTERLINE
 OD1637'OF COUNTY HIGHWAY 63.
 OD1637'
 OD1637'AZIMUTH MARK, BUA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1637'COUNTY GEODETIC SURVEY STAMPED BUA-2.  IT IS SET IN THE TOP OF
 OD1637'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1637'THE GROUND.  IT IS LOCATED 29.2 FEET NORTHWEST OF THE NORTHEAST
 OD1637'CORNER, 18.2 FEET NORTHWEST OF THE NORTHWEST CORNER, 55.7 FEET
 OD1637'NORTHWEST OF THE SOUTHWEST CORNER OF A GREEN WOOD FRAME
 OD1637'STRUCTURE LOCATED ON THE SOUTH SIDE OF MANNING ROAD, 49.4 FEET
 OD1637'SOUTH OF POLE NM 70, NYT, ON THE NORTH SIDE OF MANNING ROAD AND
 OD1637'14.0 FEET SOUTHEAST OF THE CENTERLINE OF MANNING ROAD.
 OD1637'
 OD1637'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 OD1637
 OD1637                          STATION RECOVERY (2001)
 OD1637
 OD1637'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1637'SEWER LINE INSTALLED ALONG HIGHWAY.
 OD1637
 OD1637                          STATION RECOVERY (2002)
 OD1637
 OD1637'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1637'MARK NOT FOUND.
 OD1637
 OD1637                          STATION RECOVERY (2003)
 OD1637
 OD1637'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1637'MARK NOT FOUND.
 OD1637
 OD1637                          STATION RECOVERY (2004)
 OD1637
 OD1637'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1637'MARK NOT FOUND.
 OD1637
 OD1637                          STATION RECOVERY (2005)
 OD1637
 OD1637'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1626 ***********************************************************************
 OD1626  DESIGNATION -  BUB
 OD1626  PID         -  OD1626
 OD1626  STATE/COUNTY-  NY/SARATOGA
 OD1626  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD1626
 OD1626                         *CURRENT SURVEY CONTROL
 OD1626  ___________________________________________________________________
 OD1626* NAD 83(1996)-  43 00 36.39665(N)    073 47 05.69462(W)     ADJUSTED  
 OD1626* NAVD 88     -       100.2    (meters)     329.     (feet)  VERTCON   
 OD1626  ___________________________________________________________________
 OD1626  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 OD1626  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 OD1626
 OD1626  HORZ ORDER  -  SECOND
 OD1626
 OD1626.The horizontal coordinates were established by classical geodetic methods
 OD1626.and adjusted by the National Geodetic Survey in January 1999..
 OD1626
 OD1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1626
 OD1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1626
 OD1626.The geoid height was determined by GEOID03.
 OD1626
 OD1626;                    North         East     Units Scale Factor Converg.
 OD1626;SPC NY E     -   464,043.142   208,293.426   MT  0.99994179   +0 29 16.1
 OD1626;SPC NY E     - 1,522,448.21    683,376.02   sFT  0.99994179   +0 29 16.1
 OD1626;UTM  18      - 4,762,653.812   599,023.850   MT  0.99972063   +0 49 44.1
 OD1626
 OD1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1626!SPC NY E     -   0.99998912  x   0.99994179  =   0.99993091
 OD1626!UTM  18      -   0.99998912  x   0.99972063  =   0.99970975
 OD1626
 OD1626|---------------------------------------------------------------------|
 OD1626| PID    Reference Object                     Distance      Geod. Az  |
 OD1626|                                                           dddmmss.s |
 OD1626| OD1627 BUB A SACGS 1973                      7.749 METERS 09508     |
 OD1626| DA3138 BUB 2                                              1014402.7 |
 OD1626| DA3137 BUB 1                                              2853024.9 |
 OD1626|---------------------------------------------------------------------|
 OD1626
 OD1626                          SUPERSEDED SURVEY CONTROL
 OD1626
 OD1626  NAD 83(1996)-  43 00 36.39922(N)    073 47 05.69538(W) AD(       ) 2
 OD1626  NAD 83(1996)-  43 00 36.39950(N)    073 47 05.69553(W) AD(       ) 2
 OD1626  NAD 83(1992)-  43 00 36.40019(N)    073 47 05.69514(W) AD(       ) 2
 OD1626  NAD 83(1992)-  43 00 36.40041(N)    073 47 05.69526(W) AD(       ) 2
 OD1626  NAD 83(1986)-  43 00 36.40105(N)    073 47 05.69421(W) AD(       ) 2
 OD1626  NAD 27      -  43 00 36.13024(N)    073 47 07.26051(W) AD(       ) 2
 OD1626  NGVD 29 (07/19/86)  100.4    (m)          329.     (f) VERT ANG       
 OD1626
 OD1626.Superseded values are not recommended for survey control.
 OD1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1626.See file dsdata.txt to determine how the superseded data were derived.
 OD1626
 OD1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9902462654(NAD 83)
 OD1626_MARKER: DD = SURVEY DISK
 OD1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1626
 OD1626  HISTORY     - Date     Condition        Report By
 OD1626  HISTORY     - 1973     MONUMENTED       NY-091
 OD1626  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 OD1626  HISTORY     - 20020805 MARK NOT FOUND   USPSQD
 OD1626  HISTORY     - 20030806 MARK NOT FOUND   USPSQD
 OD1626  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 OD1626  HISTORY     - 20050807 MARK NOT FOUND   USPSQD
 OD1626
 OD1626                          STATION DESCRIPTION
 OD1626
 OD1626'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1626'THE STATION IS LOCATED 0.5 MILE SOUTHEAST OF MALTA RIDGE, 5.0
 OD1626'MILES SOUTH OF SARATOGA SPRINGS AND 2.5 MILES NORTH OF MALTA
 OD1626'IN THE TOWNSHIP OF MALTA.
 OD1626'
 OD1626'TO REACH THE STATION FROM THE JUNCTION OF EXIT 13 OF
 OD1626'INTERSTATE 87 AND U.S. HIGHWAY 9, GO SOUTH ON U.S. HIGHWAY 9
 OD1626'FOR 0.50 MILE TO THE INTERSECTION OF COUNTY HIGHWAY 63.  TURN
 OD1626'LEFT AND GO EAST ON COUNTY HIGHWAY 63 FOR 0.05 MILE TO THE
 OD1626'T-INTERSECTION OF OLD ROUTE 9.  TURN RIGHT AND GO SOUTH ON OLD
 OD1626'ROUTE 9 FOR 0.05 MILE TO Y-INTERSECTION OF SILVER BEACH ROAD ON
 OD1626'LEFT AND AZIMUTH MARK, BUB-1 (SACGS), ON RIGHT.  TURN LEFT AND
 OD1626'GO SOUTHEAST ON SILVER BEACH ROAD FOR 0.25 MILE TO STATION ON
 OD1626'RIGHT.
 OD1626'
 OD1626'TO REACH AZIMUTH MARK, BUB-2 (SACGS), FROM THE STATION GO
 OD1626'SOUTHEAST ON SILVER BEACH ROAD FOR 0.15 MILE TO MARK ON LEFT.
 OD1626'
 OD1626'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1626'SURVEY STAMPED BUB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1626'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1626'THE GROUND.  IT IS LOCATED 122.7 FEET SOUTHWEST OF POLE NYP AND
 OD1626'L 207, NYT 1, 64.3 FEET SOUTHEAST OF POLE NYP 6 1/2, NYT 2,
 OD1626'BOTH ON THE NORTHEAST SIDE OF SILVER BEACH ROAD, 46.0 FEET
 OD1626'NORTHEAST OF A 10-INCH ELM TREE ON THE SOUTHWEST SIDE OF
 OD1626'SILVER BEACH ROAD AND 14.3 FEET SOUTHWEST OF THE CENTERLINE OF
 OD1626'SILVER BEACH ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 OD1626'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1626'
 OD1626'AZIMUTH MARK, BUB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1626'COUNTY GEODETIC SURVEY STAMPED BUB-1.  IT IS SET IN THE TOP OF
 OD1626'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1626'THE GROUND.  IT IS LOCATED 67.9 FEET SOUTHWEST OF A 22-INCH
 OD1626'MAPLE TREE, 50.2 FEET WEST OF A 6-INCH SPRUCE TREE, 74.9 FEET
 OD1626'NORTHWEST OF A 20-INCH SILVER MAPLE TREE, ALL ON THE EAST SIDE
 OD1626'OF OLD ROUTE 9, AND 21.0 FEET SOUTHWEST OF THE CENTERLINE OF
 OD1626'OLD ROUTE 9.
 OD1626'
 OD1626'AZIMUTH MARK, BUB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1626'COUNTY GEODETIC SURVEY STAMPED BUB-2.  IT IS SET IN THE TOP OF
 OD1626'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1626'THE GROUND.  IT IS LOCATED 62.9 FEET SOUTHEAST OF A 26-INCH
 OD1626'MAPLE TREE, 28.0 FEET EAST OF THE EAST RANGE LINE OF A RED
 OD1626'FRAME HOUSE, 5.4 FEET WEST OF THE WEST RANGE LINE OF A CONCRETE
 OD1626'BLOCK GARAGE, ALL ON THE NORTH SIDE OF SILVER BEACH ROAD, AND
 OD1626'15.0 FEET NORTH OF THE CENTERLINE OF SILVER BEACH ROAD
 OD1626'
 OD1626'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 OD1626
 OD1626                          STATION RECOVERY (2001)
 OD1626
 OD1626'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1626'MARK NOT FOUND.
 OD1626
 OD1626                          STATION RECOVERY (2002)
 OD1626
 OD1626'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1626'WITNESS POST IS MISSING THIS YEAR.  DID NOT DIG LAST YEAR OR THIS YEAR
 OD1626'DUE TO STEEP SLOPE OF LAWN DOWN TO ROAD.
 OD1626
 OD1626                          STATION RECOVERY (2003)
 OD1626
 OD1626'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1626'MARK NOT FOUND.
 OD1626
 OD1626                          STATION RECOVERY (2004)
 OD1626
 OD1626'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1626'MARK NOT FOUND.
 OD1626
 OD1626                          STATION RECOVERY (2005)
 OD1626
 OD1626'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4347 ***********************************************************************
 LX4347  DESIGNATION -  BUCHANAN ATOM ENERGY STA 1 STK
 LX4347  PID         -  LX4347
 LX4347  STATE/COUNTY-  NY/WESTCHESTER
 LX4347  USGS QUAD   -  PEEKSKILL (1981)
 LX4347
 LX4347                         *CURRENT SURVEY CONTROL
 LX4347  ___________________________________________________________________
 LX4347* NAD 83(1996)-  41 16 12.08030(N)    073 57 08.98591(W)     ADJUSTED  
 LX4347* NAVD 88     -                                                        
 LX4347  ___________________________________________________________________
 LX4347  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 LX4347  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LX4347
 LX4347  HORZ ORDER  -  THIRD
 LX4347
 LX4347.The horizontal coordinates were established by classical geodetic methods
 LX4347.and adjusted by the National Geodetic Survey in January 1999..
 LX4347
 LX4347
 LX4347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4347
 LX4347.The geoid height was determined by GEOID03.
 LX4347
 LX4347;                    North         East     Units Scale Factor Converg.
 LX4347;SPC NY E     -   270,676.870   195,871.342   MT  0.99992589   +0 21 40.1
 LX4347;SPC NY E     -   888,045.70    642,621.23   sFT  0.99992589   +0 21 40.1
 LX4347;UTM  18      - 4,569,261.854   587,736.816   MT  0.99969473   +0 41 27.6
 LX4347
 LX4347                          SUPERSEDED SURVEY CONTROL
 LX4347
 LX4347  NAD 83(1986)-  41 16 12.08181(N)    073 57 08.98783(W) AD(       ) 4
 LX4347  NAD 27      -  41 16 11.74557(N)    073 57 10.48537(W) AD(       ) 3
 LX4347
 LX4347.Superseded values are not recommended for survey control.
 LX4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4347.See file dsdata.txt to determine how the superseded data were derived.
 LX4347
 LX4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8773769262(NAD 83)
 LX4347
 LX4347  HISTORY     - Date     Condition        Report By
 LX4347  HISTORY     - 1966     MONUMENTED       CGS
 LX4347
 LX4347                          STATION DESCRIPTION
 LX4347
 LX4347'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4347'THE STATION IS THE CENTER OF THE TOP OF THE STEEL SMOKE STACK
 LX4347'WHICH HAS ITS TOP 50 FEET PAINTED IN ALTERNATE SECTIONS OF RED
 LX4347'AND WHITE.  IT IS LOCATED ON THE BUILDING WHICH HOUSES THE ATOMIC
 LX4347'SUPER HEATERS AT THE INDIAN POINT ATOMIC ENERGY STATION
 LX4347'NUMBER 1.  IT IS 0.95 MILE WEST-NORTHWEST OF BUCHHANAN AND ON
 LX4347'PROPERTY OF CONSOLIDATED-EDISON POWER COMPANY.  THE OVER-ALL
 LX4347'HEIGHT OF THE STRUCTURE IS 319 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4288 ***********************************************************************
 LX4288  DESIGNATION -  BUCHANAN STD TEXTILE PROD STK
 LX4288  PID         -  LX4288
 LX4288  STATE/COUNTY-  NY/WESTCHESTER
 LX4288  USGS QUAD   -  PEEKSKILL (1981)
 LX4288
 LX4288                         *CURRENT SURVEY CONTROL
 LX4288  ___________________________________________________________________
 LX4288* NAD 83(1996)-  41 15 50.87557(N)    073 56 09.37229(W)     ADJUSTED  
 LX4288* NAVD 88     -                                                        
 LX4288  ___________________________________________________________________
 LX4288  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 LX4288  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LX4288
 LX4288  HORZ ORDER  -  THIRD
 LX4288
 LX4288.The horizontal coordinates were established by classical geodetic methods
 LX4288.and adjusted by the National Geodetic Survey in January 1999..
 LX4288
 LX4288
 LX4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4288
 LX4288.The geoid height was determined by GEOID03.
 LX4288
 LX4288;                    North         East     Units Scale Factor Converg.
 LX4288;SPC NY E     -   270,031.648   197,262.981   MT  0.99992748   +0 22 19.3
 LX4288;SPC NY E     -   885,928.83    647,186.96   sFT  0.99992748   +0 22 19.3
 LX4288;UTM  18      - 4,568,624.801   589,131.824   MT  0.99969777   +0 42 06.6
 LX4288
 LX4288                          SUPERSEDED SURVEY CONTROL
 LX4288
 LX4288  NAD 83(1986)-  41 15 50.87691(N)    073 56 09.37426(W) AD(       ) 4
 LX4288  NAD 27      -  41 15 50.53976(N)    073 56 10.86682(W) AD(       ) 3
 LX4288
 LX4288.Superseded values are not recommended for survey control.
 LX4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4288.See file dsdata.txt to determine how the superseded data were derived.
 LX4288
 LX4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8913268625(NAD 83)
 LX4288
 LX4288  HISTORY     - Date     Condition        Report By
 LX4288  HISTORY     - 1932     MONUMENTED       CGS
 LX4288
 LX4288                          STATION DESCRIPTION
 LX4288
 LX4288'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4288'STATION STAN IS THE LARGE DOUBLE TANK OF THE STANDARD TEXTILE
 LX4288'PRODUCTS COMPANY, AT THE VILLAGE OF BUCHANAN.  THE TANK IS A
 LX4288'LARGE BLACK TANK AND HAS THE NAME OF THE COMPANY PAINTED ON
 LX4288'IT.  THERE IS A SMALL SECONDARY TANK JUST UNDERNEATH THE MAIN
 LX4288'TANK.  THE TANK IS EASILY REACHED BY U.S. HIGHWAY NO. 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4329 ***********************************************************************
 LX4329  DESIGNATION -  BUCHANAN STD TEXTILE PROD TANK
 LX4329  PID         -  LX4329
 LX4329  STATE/COUNTY-  NY/WESTCHESTER
 LX4329  USGS QUAD   -  PEEKSKILL (1981)
 LX4329
 LX4329                         *CURRENT SURVEY CONTROL
 LX4329  ___________________________________________________________________
 LX4329* NAD 83(1996)-  41 15 52.76727(N)    073 56 11.49367(W)     ADJUSTED  
 LX4329* NAVD 88     -                                                        
 LX4329  ___________________________________________________________________
 LX4329  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 LX4329  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 LX4329
 LX4329  HORZ ORDER  -  THIRD
 LX4329
 LX4329.The horizontal coordinates were established by classical geodetic methods
 LX4329.and adjusted by the National Geodetic Survey in January 1999..
 LX4329
 LX4329
 LX4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4329
 LX4329.The geoid height was determined by GEOID03.
 LX4329
 LX4329;                    North         East     Units Scale Factor Converg.
 LX4329;SPC NY E     -   270,089.681   197,213.227   MT  0.99992742   +0 22 17.9
 LX4329;SPC NY E     -   886,119.23    647,023.73   sFT  0.99992742   +0 22 17.9
 LX4329;UTM  18      - 4,568,682.533   589,081.748   MT  0.99969766   +0 42 05.2
 LX4329
 LX4329                          SUPERSEDED SURVEY CONTROL
 LX4329
 LX4329  NAD 83(1986)-  41 15 52.76862(N)    073 56 11.49562(W) AD(       ) 4
 LX4329  NAD 27      -  41 15 52.43438(N)    073 56 12.99096(W) AD(       ) 3
 LX4329
 LX4329.Superseded values are not recommended for survey control.
 LX4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4329.See file dsdata.txt to determine how the superseded data were derived.
 LX4329
 LX4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8908268683(NAD 83)
 LX4329
 LX4329  HISTORY     - Date     Condition        Report By
 LX4329  HISTORY     - 1932     MONUMENTED       CGS
 LX4329
 LX4329                          STATION DESCRIPTION
 LX4329
 LX4329'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4329'STATION TEX IS THE STACK AT THE STANDARD TEXTILE PRODUCTS PLANT
 LX4329'AT BUCHANAN, NEW YORK.  IT IS A TALL YELLOW BRICK STRUCTURE AND
 LX4329'IS EASILY REACHED BY U.S. HIGHWAY NO.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2170 ***********************************************************************
 NA2170  DESIGNATION -  BUCK
 NA2170  PID         -  NA2170
 NA2170  STATE/COUNTY-  NY/BROOME
 NA2170  USGS QUAD   -  DEPOSIT (1965)
 NA2170
 NA2170                         *CURRENT SURVEY CONTROL
 NA2170  ___________________________________________________________________
 NA2170* NAD 83(1996)-  42 01 41.99117(N)    075 28 50.67829(W)     ADJUSTED  
 NA2170* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 NA2170  ___________________________________________________________________
 NA2170  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 NA2170  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NA2170
 NA2170  HORZ ORDER  -  FIRST
 NA2170
 NA2170.The horizontal coordinates were established by classical geodetic methods
 NA2170.and adjusted by the National Geodetic Survey in January 1999..
 NA2170
 NA2170.The orthometric height was scaled from a topographic map.
 NA2170
 NA2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2170
 NA2170.The geoid height was determined by GEOID03.
 NA2170
 NA2170;                    North         East     Units Scale Factor Converg.
 NA2170;SPC NY E     -   355,211.908    68,788.371   MT  0.99998113   -0 39 23.9
 NA2170;SPC NY E     - 1,165,391.07    225,683.18   sFT  0.99998113   -0 39 23.9
 NA2170;SPC PA N     -   209,213.733   787,907.237   MT  1.00001365   +1 30 04.3
 NA2170;SPC PA N     -   686,395.39  2,584,992.33   sFT  1.00001365   +1 30 04.3
 NA2170;UTM  18      - 4,653,033.557   460,203.544   MT  0.99961949   -0 19 18.7
 NA2170
 NA2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2170!SPC NY E     -   0.99990966  x   0.99998113  =   0.99989079
 NA2170!SPC PA N     -   0.99990966  x   1.00001365  =   0.99992331
 NA2170!UTM  18      -   0.99990966  x   0.99961949  =   0.99952918
 NA2170
 NA2170|---------------------------------------------------------------------|
 NA2170| PID    Reference Object                     Distance      Geod. Az  |
 NA2170|                                                           dddmmss.s |
 NA2170| CZ7566 BUCK RM 2                            14.503 METERS 08508     |
 NA2170| CZ7564 BUCK AZ MK                                         1621540.7 |
 NA2170| CZ7565 BUCK RM 1                            24.678 METERS 34016     |
 NA2170|---------------------------------------------------------------------|
 NA2170
 NA2170                          SUPERSEDED SURVEY CONTROL
 NA2170
 NA2170  NAD 83(1986)-  42 01 41.99680(N)    075 28 50.68135(W) AD(       ) 1
 NA2170  NAD 27      -  42 01 41.69800(N)    075 28 52.04000(W) AD(       ) 1
 NA2170
 NA2170.Superseded values are not recommended for survey control.
 NA2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2170.See file dsdata.txt to determine how the superseded data were derived.
 NA2170
 NA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6020453034(NAD 83)
 NA2170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2170_SETTING: 66 = SET IN ROCK OUTCROP
 NA2170
 NA2170  HISTORY     - Date     Condition        Report By
 NA2170  HISTORY     - 1940     MONUMENTED       CGS
 NA2170  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 NA2170
 NA2170                          STATION DESCRIPTION
 NA2170
 NA2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2170'THIS STATION IS LOCATED ON A HILL IN SANFORD TOWNSHIP, ABOUT
 NA2170'3-3/4 MILES SOUTHWEST OF DEPOSIT AND 2 MILES NORTH OF THE
 NA2170'PENNSYLVANIA-NEW YORK STATE LINE.  THE EXACT POINT IS ON THE
 NA2170'HIGHEST POINT OF A ROCK-COVERED BARE HILL WHICH IS USED AS
 NA2170'PASTURE LAND AND IS THE PROPERTY OF JOHN BUCK OF DEPOSIT.  (NOTE
 NA2170'2).  THERE IS NO UNDERGROUND MARK.
 NA2170'
 NA2170'REFERENCE MARK NO. 1 IS NORTH OF THE STATION IN A LARGE ROCK
 NA2170'OUTCROP.  (NOTE 12A).
 NA2170'
 NA2170'REFERENCE MARK NO. 2 IS EAST OF THE STATION IN A LARGE ROCK
 NA2170'OUTCROP.  (NOTE 12A).
 NA2170'
 NA2170'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 46
 NA2170'PACES SOUTH OF THE GATE WHERE THE ROUTE TO THE STATION LEAVES
 NA2170'THE GRAVEL ROAD AND 6 PACES EAST OF THE CENTERLINE OF THE ROAD,
 NA2170'(NOTE 12A).
 NA2170'
 NA2170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 NA2170'17 IN DEPOSIT, GO WEST ON HIGHWAY 17 FOR 5.25 MILES TO A GRAVEL
 NA2170'ROAD LEFT AT AN INN AND SHELL SERVICE STATION, TURN LEFT ON
 NA2170'GRAVEL ROAD AND GO 2.9 MILES TO A POINT WHERE MAIN ROAD TURNS
 NA2170'RIGHT AND A DIM ROAD KEEPS STRAIGHT AHEAD, TURN LEFT THROUGH
 NA2170'GATE IN FENCE AND CONTINUE THROUGH OPEN FIELD FOR 0.15 MILE TO
 NA2170'GATE IN FENCE CORNER, PASS THROUGH GATE AND GO NORTH 0.2 MILE
 NA2170'TO TOP OF LOW RIDGE, TURN LEFT UPHILL 0.2 MILE TO STATION.
 NA2170'
 NA2170'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NA2170
 NA2170                          STATION RECOVERY (1968)
 NA2170
 NA2170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (CG)
 NA2170'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NA2170'
 NA2170'THE HILL IS NOW WOODED AND A TOWER IS NECESSARY IN ALL
 NA2170'DIRECTIONS BUT THE NORTHEAST.
 NA2170'
 NA2170'DESCRIPTION ON REACHING STATION IS ADEQUATE TO POINT WHERE YOU
 NA2170'TURN LEFT AT A SHELL STATION AND INN.  THE SHELL STATION IS
 NA2170'NONEXISTANT.  FROM THIS POINT DRIVE ON THE GRAVEL ROAD 2.65
 NA2170'MILES TO THE POINT WHERE THERE IS A DIM ROAD PROCEEDING STRAIGHT
 NA2170'AHEAD.  FROM THIS POINT WALK NORTH 0.5 MILES TO THE HIGHEST
 NA2170'POINT ON THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2270 ***********************************************************************
 NA2270  DESIGNATION -  BUCK
 NA2270  PID         -  NA2270
 NA2270  STATE/COUNTY-  NY/MADISON
 NA2270  USGS QUAD   -  ERIEVILLE (1943)
 NA2270
 NA2270                         *CURRENT SURVEY CONTROL
 NA2270  ___________________________________________________________________
 NA2270* NAD 83(1996)-  42 45 18.22336(N)    075 46 54.93408(W)     ADJUSTED  
 NA2270* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 NA2270  ___________________________________________________________________
 NA2270  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 NA2270  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NA2270
 NA2270  HORZ ORDER  -  SECOND
 NA2270
 NA2270.The horizontal coordinates were established by classical geodetic methods
 NA2270.and adjusted by the National Geodetic Survey in January 1999..
 NA2270
 NA2270.The orthometric height was scaled from a topographic map.
 NA2270
 NA2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2270
 NA2270.The geoid height was determined by GEOID03.
 NA2270
 NA2270;                    North         East     Units Scale Factor Converg.
 NA2270;SPC NY C     -   306,272.959   315,602.559   MT  0.99999043   +0 32 38.6
 NA2270;SPC NY C     - 1,004,830.53  1,035,439.40   sFT  0.99999043   +0 32 38.6
 NA2270;UTM  18      - 4,733,911.850   436,013.758   MT  0.99965037   -0 31 51.0
 NA2270
 NA2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2270!SPC NY C     -   0.99990705  x   0.99999043  =   0.99989748
 NA2270!UTM  18      -   0.99990705  x   0.99965037  =   0.99955745
 NA2270
 NA2270|---------------------------------------------------------------------|
 NA2270| PID    Reference Object                     Distance      Geod. Az  |
 NA2270|                                                           dddmmss.s |
 NA2270| CZ7569 BUCK RM 2                            28.828 METERS 10408     |
 NA2270| CZ7567 BUCK AZ MK                                         1782406.0 |
 NA2270| NA2261 DERUYTER                            APPROX. 7.4 KM 2533427.9 |
 NA2270| CZ7568 BUCK RM 1                            29.694 METERS 35644     |
 NA2270|---------------------------------------------------------------------|
 NA2270
 NA2270                          SUPERSEDED SURVEY CONTROL
 NA2270
 NA2270  NAD 83(1986)-  42 45 18.22843(N)    075 46 54.93284(W) AD(       ) 2
 NA2270  NAD 27      -  42 45 17.98700(N)    075 46 56.25000(W) AD(       ) 2
 NA2270
 NA2270.Superseded values are not recommended for survey control.
 NA2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2270.See file dsdata.txt to determine how the superseded data were derived.
 NA2270
 NA2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3601433912(NAD 83)
 NA2270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2270
 NA2270  HISTORY     - Date     Condition        Report By
 NA2270  HISTORY     - 1942     MONUMENTED       CGS
 NA2270  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2270
 NA2270                          STATION DESCRIPTION
 NA2270
 NA2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2270'THE STATION IS ABOUT 3 MILES W OF THE OTSELIC POST OFFICE, ON
 NA2270'THE HIGHEST POINT OF A HILL THAT IS COVERED WITH YOUNG TIMBER,
 NA2270'3.2 FEET E OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED
 NA2270'BUCK 1942.
 NA2270'
 NA2270'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NA2270'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 NA2270'1A, 7A, AND 11A.
 NA2270'
 NA2270'REFERENCE MARK NO.1 IS 97.42 FEET N OF THE STATION, ABOUT
 NA2270'3 FEET LOWER THAN THE STATION MARK.  THE DISK IS STAMPED BUCK
 NA2270'NO.1 1942.
 NA2270'
 NA2270'REFERENCE MARK NO.2 IS 94.58 FEET E OF THE STATION, ABOUT 4
 NA2270'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 NA2270'STAMPED BUCK NO.2 1942.
 NA2270'
 NA2270'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION, ABOUT 50 YARDS
 NA2270'NW OF A T-INTERSECTION, 21.7 FEET W OF THE CENTER LINE OF A
 NA2270'GRAVELED ROAD, 2.8 FEET W OF A STANDARD REFERENCE MARK.  THE
 NA2270'DISK IS STAMPED BUCK 1942.
 NA2270'
 NA2270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26
 NA2270'AND 80 AT THE OTSELIC STORE AND POST OFFICE, GO S ON STATE
 NA2270'HIGHWAY 26 FOR 1.4 MILES TO A T-ROAD RIGHT, HERE TURN RIGHT AND
 NA2270'GO 2.85 MILES TO A GRAVELED T-ROAD RIGHT, TURN RIGHT AND GO
 NA2270'1.8 MILES TO A T-ROAD, TURN LEFT AND GO 0.6 MILE TO A T-ROAD
 NA2270'RIGHT.  *HERE TURN RIGHT AND GO 0.1 MILE TO A DIM ROAD LEFT,
 NA2270'TURN LEFT AND GO 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND
 NA2270'STATION.
 NA2270'
 NA2270'*THE AZIMUTH MARK IS ABOUT 50 YARDS NW OF THE T-ROAD INTERSECTION.
 NA2270'
 NA2270'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA2270
 NA2270                          STATION RECOVERY (1975)
 NA2270
 NA2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2270'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND
 NA2270'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  STATION IS LOCATED
 NA2270'IN A HEAVY GROWTH OF 12-INCH PINES, AND THE VIEW IS BLOCKED
 NA2270'COMPLETELY.  THE AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 NA2270'
 NA2270'STATION IS LOCATED ON THE SUMMIT OF A TIMBERED HILL OF 2040
 NA2270'FEET ELEVATION, ABOUT 1-3/4 MILES NORTH OF A NEW YORK STATE
 NA2270'DEPT. OF CONSERVATION WORK CAMP, AND 400 FEET WEST OF A
 NA2270'NORTH-SOUTH ROAD.  STATION MARK IS A STANDARD DISK STAMPED
 NA2270'BUCK 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NA2270'PROJECTING 3 INCHES FROM GROUND.  IT IS 1 FOOT EAST OF A METAL
 NA2270'WITNESS POST.
 NA2270'
 NA2270'RM NO. 1 IS A STANDARD DISK STAMPED BUCK NO 1 1942, SET IN THE
 NA2270'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NA2270'GROUND.  IT IS 6 FEET NORTHWEST OF A 12-INCH PINE WITH RED
 NA2270'RIBBON, AND ABOUT 3 FEET LOWER THAN STATION MARK.
 NA2270'
 NA2270'RM NO. 2 IS A STANDARD DISK STAMPED BUCK NO 2 1942, SET IN THE
 NA2270'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NA2270'GROUND.  IT IS 6 FEET SOUTH OF A 12-INCH PINE WITH RED RIBBON
 NA2270'AND ABOUT 4 FEET LOWER THAN STATION MARK.
 NA2270'
 NA2270'AZIMUTH MARK IS A STANDARD DISK STAMPED BUCK 1942, SET IN THE
 NA2270'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 NA2270'GROUND.  IT IS 22 FEET WEST OF CENTER LINE OF MAIN ROAD,
 NA2270'3 FEET NORTHWEST OF THE OLD WOODEN WITNESS POST, AND 1 FOOT
 NA2270'EAST OF A METAL WITNESS POST.
 NA2270'
 NA2270'TO REACH STATION FROM THE CROSSROAD INTERSECTION OF NY
 NA2270'RTES. 26 AND 80 IN GEORGETOWN, GO WEST ON RTE. 80 FOR 0.1 MILE
 NA2270'TO A FORK.  TAKE LEFT FORK AND FOLLOW THE COUNTY ROAD WEST FOR
 NA2270'1.5 MILES TO A CROSSROAD.  CONTINUE AHEAD FOR 1.3 MILES TO A
 NA2270'CROSSROAD NEAR CREST OF HILL.  TURN LEFT AND GO SOUTH FOR
 NA2270'1.2 MILES TO CREST OF RISE AND DIM SIDE ROAD RIGHT.  GO WEST ON
 NA2270'THE DIM ROAD ABOUT 125 YARDS TO HIGH POINT OF RISE.  FROM HERE
 NA2270'PACK NORTH ABOUT 75 YARDS TO STATION.
 NA2270'
 NA2270'TO REACH AZIMUTH MARK FROM THE DIM SIDE ROAD RIGHT, CONTINUE
 NA2270'SOUTH ON THE MAIN ROAD FOR 0.3 MILE TO THE MARK ON RIGHT, ABOUT
 NA2270'50 YARDS NORTH OF A T-JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1742 ***********************************************************************
 OE1742  DESIGNATION -  BUCK
 OE1742  PID         -  OE1742
 OE1742  STATE/COUNTY-  NY/SARATOGA
 OE1742  USGS QUAD   -  BROADALBIN (1970)
 OE1742
 OE1742                         *CURRENT SURVEY CONTROL
 OE1742  ___________________________________________________________________
 OE1742* NAD 83(1996)-  43 20 08.41228(N)    074 08 33.20016(W)     ADJUSTED  
 OE1742* NAVD 88     -       824.4    (meters)    2705.     (feet)  VERTCON   
 OE1742  ___________________________________________________________________
 OE1742  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 OE1742  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OE1742
 OE1742  HORZ ORDER  -  FIRST
 OE1742
 OE1742.The horizontal coordinates were established by classical geodetic methods
 OE1742.and adjusted by the National Geodetic Survey in January 1999..
 OE1742
 OE1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1742
 OE1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1742
 OE1742.The geoid height was determined by GEOID03.
 OE1742
 OE1742;                    North         East     Units Scale Factor Converg.
 OE1742;SPC NY E     -   500,021.865   178,984.313   MT  0.99991033   +0 14 43.1
 OE1742;SPC NY E     - 1,640,488.40    587,217.70   sFT  0.99991033   +0 14 43.1
 OE1742;UTM  18      - 4,798,448.426   569,507.386   MT  0.99965943   +0 35 18.5
 OE1742
 OE1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1742!SPC NY E     -   0.99987534  x   0.99991033  =   0.99978568
 OE1742!UTM  18      -   0.99987534  x   0.99965943  =   0.99953482
 OE1742
 OE1742|---------------------------------------------------------------------|
 OE1742| PID    Reference Object                     Distance      Geod. Az  |
 OE1742|                                                           dddmmss.s |
 OE1742| CZ7570 BUCK RM 1                             9.469 METERS 02558     |
 OE1742| OE1737 TENANT                              APPROX. 4.6 KM 0383643.5 |
 OE1742| CZ7571 BUCK RM 2                            19.388 METERS 27120     |
 OE1742|---------------------------------------------------------------------|
 OE1742
 OE1742                          SUPERSEDED SURVEY CONTROL
 OE1742
 OE1742  NAD 83(1986)-  43 20 08.41679(N)    074 08 33.20036(W) AD(       ) 1
 OE1742  NAD 27      -  43 20 08.15959(N)    074 08 34.72570(W) AD(       ) 1
 OE1742  NGVD 29 (07/19/86)  824.5    (m)         2705.     (f) VERT ANG       
 OE1742
 OE1742.Superseded values are not recommended for survey control.
 OE1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1742.See file dsdata.txt to determine how the superseded data were derived.
 OE1742
 OE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6950798448(NAD 83)
 OE1742_MARKER: DD = SURVEY DISK
 OE1742_SETTING: 66 = SET IN ROCK OUTCROP
 OE1742
 OE1742  HISTORY     - Date     Condition        Report By
 OE1742  HISTORY     - 1973     MONUMENTED       USGS
 OE1742
 OE1742                          STATION DESCRIPTION
 OE1742
 OE1742'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (ILC)
 OE1742'RM 1 TO RM 2 OBSTRUCTED.
 OE1742'
 OE1742'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OE1742'
 OE1742'THE STATION IS ON THE HIGHEST POINT OF BUCK MOUNTAIN, ABOUT 8
 OE1742'MILES NORTH AND 1-1/2 MILES WEST OF EDINBURG, 1/2 MILE EAST
 OE1742'OF THE SARATOGA-HAMILTON COUNTY LINE, ON PROPERTY OWNED BY THE
 OE1742'INTERNATIONAL PAPER COMPANY AND IN DAY TOWNSHIP.  PERMISSION
 OE1742'WAS GRANTED BY ROBERT R. EASTMENT, REGIONAL MANAGER, WHOSE
 OE1742'ADDRESS IS POST OFFICE BOX 1500, SOUTH GLENS FALLS, NEW YORK
 OE1742'12801, PHONE 793-4481.  KEY TO LOCKED GATE CAN BE OBTAINED
 OE1742'FROM RONALD BROWNELL AT THE BROWNELL LUMBER COMPANY IN
 OE1742'EDINBURG, NEW YORK, WHOSE PROPERTY YOU WILL HAVE TO CROSS TO REACH
 OE1742'THE STATION.
 OE1742'
 OE1742'TO REACH THE STATION FROM THE JUNCTION OF SARATOGA COUNTY ROADS
 OE1742'4 AND 98 IN EDINBURG, GO WESTERLY ON COUNTY ROAD 4 FOR 0.85 MILE
 OE1742'TO A SIDE ROAD RIGHT AT A CEMETERY.  TURN RIGHT AND GO NORTHERLY
 OE1742'ON WHEELER ROAD FOR 0.75 MILE TO A T-INTERSECTION.  TURN LEFT
 OE1742'AND GO NORTHWESTERLY ON AIRPORT ROAD FOR 0.45 MILE TO A
 OE1742'FORK.  BEAR RIGHT AND GO NORTHERLY ON THE PAVED ROAD, NOW
 OE1742'TENANTVILLE ROAD, FOR 4.0 MILES TO THE END OF PAVEMENT AT A
 OE1742'LOCKED GATE.  PASS THROUGH THE GATE AND GO NORTHWEST ON A
 OE1742'GRADED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT AT A LAKE ON
 OE1742'THE LEFT.  TURN RIGHT AND GO NORTHERLY ON A WOODS ROAD FOR
 OE1742'0.35 MILE TO A BRIDGE.  CONTINUE NORTHERLY FOR 0.45 MILE TO A
 OE1742'SIDE ROAD LEFT.  CONTINUE NORTHERLY ON WOODS ROAD FOR 0.55
 OE1742'MILE TO A FORK.  BEAR LEFT AND GO NORTHERLY ON WOODS ROAD
 OE1742'FOR 0.65 MILE TO A SIDE ROAD RIGHT AT A SIGN COBBLE
 OE1742'MOUNTAIN.  CONTINUE NORTHERLY FOR 0.15 MILE TO A SIDE
 OE1742'ROAD RIGHT.  CONTINUE NORTHERLY ON WOODS ROAD FOR 0.2 MILE TO A
 OE1742'SIDE ROAD LEFT AND A LARGE BOULDER ON THE RIGHT.
 OE1742'CONTINUE NORTHERLY FOR 0.1 MILE TO A SMALL BRIDGE.
 OE1742'CONTINUE NORTHERLY ON WOODS ROAD FOR 0.3 MILE TO A DIM
 OE1742'FORK.  BEAR LEFT AND GO NORTHWESTERLY ON TRACK ROAD FOR 0.7
 OE1742'MILE TO A DIM FORK.  BEAR LEFT AND GO NORTHWESTERLY FOR 0.1
 OE1742'MILE TO A DIM WOODS ROAD LEFT AND END OF TRUCK TRAVEL.  FROM
 OE1742'THIS POINT PACK NORTHWESTERLY ON THE DIM WOOD ROAD TO A
 OE1742'SMALL CREEK AND A DIM FORK.  BEAR RIGHT AND PACK NORTHERLY TO
 OE1742'A SWAMPY AREA BETWEEN TWO RIDGES.  PACK WESTERLY UP THE LEFT
 OE1742'RIDGE TO THE HIGHEST POINT AND THE STATION.  ABOUT A 1-1/2 HOUR
 OE1742'PACK WITH INSTRUMENTS.  IT IS POSSIBLE TO LAND A HELICOPTER AT
 OE1742'THE STATION.
 OE1742'
 OE1742'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, NOT
 OE1742'STAMPED, CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP THAT
 OE1742'FORMS THE SUMMIT OF THE MOUNTAIN.
 OE1742'
 OE1742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCK USGS NO 1
 OE1742'1973, CEMENTED IN A DRILL HOLE IN THE NORTH SLOPE OF THE ROCK
 OE1742'OUTCROP THAT FORMS THE SUMMIT OF THE MOUNTAIN AND ABOUT 2
 OE1742'FEET LOWER THAN THE STATION.
 OE1742'
 OE1742'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCK USGS NO 2
 OE1742'1972.  CEMENTED IN A DRILL HOLE IN A 12 FOOT BY 20 FOOT ROCK
 OE1742'OUTCROP THAT PROJECTS 4 FEET ON ITS WEST SIDE AND IS ABOUT 1
 OE1742'FOOT LOWER THAN THE STATION.
 OE1742'
 OE1742'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OE1742'
 OE1742'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1745 ***********************************************************************
 OD1745  DESIGNATION -  BUCK
 OD1745  PID         -  OD1745
 OD1745  STATE/COUNTY-  NY/WASHINGTON
 OD1745  USGS QUAD   -  SHELVING ROCK (1966)
 OD1745
 OD1745                         *CURRENT SURVEY CONTROL
 OD1745  ___________________________________________________________________
 OD1745* NAD 83(1996)-  43 31 13.24885(N)    073 35 45.77764(W)     ADJUSTED  
 OD1745* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 OD1745  ___________________________________________________________________
 OD1745  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 OD1745  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 OD1745
 OD1745  HORZ ORDER  -  FIRST
 OD1745
 OD1745.The horizontal coordinates were established by classical geodetic methods
 OD1745.and adjusted by the National Geodetic Survey in January 1999..
 OD1745
 OD1745.The orthometric height was scaled from a topographic map.
 OD1745
 OD1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1745
 OD1745.The geoid height was determined by GEOID03.
 OD1745
 OD1745;                    North         East     Units Scale Factor Converg.
 OD1745;SPC NY E     -   520,872.538   223,076.825   MT  0.99996567   +0 37 21.0
 OD1745;SPC NY E     - 1,708,895.99    731,877.88   sFT  0.99996567   +0 37 21.0
 OD1745;UTM  18      - 4,819,558.435   613,463.932   MT  0.99975836   +0 58 00.8
 OD1745
 OD1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1745!SPC NY E     -   0.99989316  x   0.99996567  =   0.99985883
 OD1745!UTM  18      -   0.99989316  x   0.99975836  =   0.99965154
 OD1745
 OD1745:                Primary Azimuth Mark                     Grid Az
 OD1745:SPC NY E     -  AIRWAY BEACON 19                         147 56 20.2
 OD1745:UTM  18      -  AIRWAY BEACON 19                         147 35 40.4
 OD1745
 OD1745|---------------------------------------------------------------------|
 OD1745| PID    Reference Object                     Distance      Geod. Az  |
 OD1745|                                                           dddmmss.s |
 OD1745| OD1445 AIRWAY BEACON 19                    APPROX. 7.8 KM 1483341.2 |
 OD1745| DA3139 BUCK RM 1                             3.298 METERS 22715     |
 OD1745| DA3140 BUCK RM 2                             4.737 METERS 29100     |
 OD1745|---------------------------------------------------------------------|
 OD1745
 OD1745                          SUPERSEDED SURVEY CONTROL
 OD1745
 OD1745  NAD 83(1996)-  43 31 13.25101(N)    073 35 45.77679(W) AD(       ) 1
 OD1745  NAD 83(1992)-  43 31 13.25100(N)    073 35 45.77688(W) AD(       ) 1
 OD1745  NAD 83(1986)-  43 31 13.25311(N)    073 35 45.77850(W) AD(       ) 1
 OD1745  NAD 27      -  43 31 13.00400(N)    073 35 47.36700(W) AD(       ) 1
 OD1745
 OD1745.Superseded values are not recommended for survey control.
 OD1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1745.See file dsdata.txt to determine how the superseded data were derived.
 OD1745
 OD1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP1346419558(NAD 83)
 OD1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1745+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 OD1745
 OD1745  HISTORY     - Date     Condition        Report By
 OD1745  HISTORY     - 1942     MONUMENTED       CGS
 OD1745  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OD1745  HISTORY     - 20020725 GOOD             USPSQD
 OD1745
 OD1745                          STATION DESCRIPTION
 OD1745
 OD1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1745'THE STATION IS LOCATED AT THE HIGHEST POINT AND AT THE NW EDGE
 OD1745'OF A MOSTLY BARE ROCKY-TOPPED MOUNTAIN KNOWN AS BUCK
 OD1745'MOUNTAIN, 4 MILES, AIR LINE, SE OF BOLTON LANDING.  THE STATION
 OD1745'WAS ORIGINALLY MARKED BY THE U.S. GEOLOGICAL SURVEY BY A DRILL
 OD1745'HOLE.  A BRONZE U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 OD1745'DISK WAS SET IN THE DRILL HOLE IN OUTCROPPING BEDROCK AND
 OD1745'STAMPED BUCK U.S.G.S. 1942.
 OD1745'
 OD1745'REFERENCE MARK NO. 1 IS SW OF THE STATION.  IT IS A BRONZE DISK
 OD1745'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 OD1745'STAMPED BUCK U.S.G.S. NO. 1 1942.
 OD1745'
 OD1745'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS A BRONZE DISK
 OD1745'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 OD1745'BUCK U.S.G.S. NO. 2 1942.
 OD1745'
 OD1745'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  AIRWAY BEACON
 OD1745'NO. 19 BURLINGTON-NEW YORK IS SUITABLE FOR AN AZIMUTH MARK.
 OD1745'
 OD1745'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9L AND
 OD1745'U.S. HIGHWAY 9 IN THE CENTER OF THE TOWN OF LAKE GEORGE GO
 OD1745'NORTHERLY ON HIGHWAY 9L FOR 7.4 MILES TO WHERE HIGHWAY 9L MAKES
 OD1745'A U TURN TO THE RIGHT AND GOES TO GLENS FALLS AND A MACADAM
 OD1745'ROAD GOES LEFT TO PILOT KNOB.  TURN LEFT ON THE PILOT KNOB ROAD
 OD1745'AND GO 3.45 MILES TO A WOODS ROAD RIGHT, TURN RIGHT INTO WOODS
 OD1745'AND GO 0.15 MILE TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR
 OD1745'1.3 MILES TO END OT TRUCK TRAVEL WHERE A HIKING TRAIL LEADS
 OD1745'LEFT DOWN GRADE ACROSS A CREEK.  FOLLOW THIS MARKED TRAIL FOR
 OD1745'3.5 MILES TO THE NW SUMMIT OF BUCK MOUNTAIN AND THE STATION.  A 1
 OD1745'1/2-HOUR PACK.
 OD1745'
 OD1745'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT KINGSBURY (U.S.G.S.).
 OD1745'
 OD1745'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT GLENS FALLS.
 OD1745'
 OD1745'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT LAKE GEORGE AND BUCK
 OD1745'(U.S.G.S.).
 OD1745'
 OD1745'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT HOUSE.
 OD1745'
 OD1745'A 4-FOOT STAND WILL SEE A 40-FOOT LIGHT AT PROSPECT 1878.
 OD1745'
 OD1745'A 4-FOOT STAND WILL SEE A 30-FOOT LIGHT AT CRANE.
 OD1745'
 OD1745'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 OD1745
 OD1745                          STATION RECOVERY (1943)
 OD1745
 OD1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1745'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF
 OD1745'MILEAGE CHANGES IN THE DESCRIPTION TO REACH THE STATION.  ALL
 OD1745'MARKS ARE IN GOOD CONDITION.
 OD1745'
 OD1745'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OD1745'NO. 9L AND U.S. HIGHWAY NO. 9 IN THE TOWN OF LAKE GEORGE, GO
 OD1745'EAST-NORTHEAST ON NO. 9L FOR 7.1 MILES TO WHERE THE HIGHWAY
 OD1745'MAKES A U TURN TO THE RIGHT TOWARD GLEN FALLS AND A MACADAM ROAD
 OD1745'TURNS SHARP LEFT.  SIGN PILOT KNOB POINTS NORTH.  TURN NORTH
 OD1745'ON THE PILOT KNOB ROAD FOR 3.05 MILES TO THE END OF THE
 OD1745'ROAD.  STUARTS TEXACO SIGN ON THE LEFT AND YMCA AND BSA CAMP ON
 OD1745'THE RIGHT.  THIS IS THE END OF TRUCK TRAVEL.  PACK TO THE
 OD1745'RIGHT FOR ABOUT 50 YARDS TO THE CAMP OFFICE ON THE RIGHT AND A
 OD1745'MESS HALL ON THE LEFT.  THEN CONTINUE ON THE SOUTH SIDE OF
 OD1745'THE MESS HALL ACROSS A MEADOW TO THE EDGE OF THE WOODS AND AN
 OD1745'ARROW SIGN BUCK.  FOLLOW TRAIL THROUGH WOODS FOR ABOUT
 OD1745'0.25 MILE TO A HIGH ROCK LEDGE AT THE FOOT OF THE MOUNTAIN.
 OD1745'THEN TURN LEFT (NORTH) CROSSING FOOT BRIDGES OVER TWO
 OD1745'STREAMS AND CONTINUE UNTIL REACHING A BSA SIGN LOOKOUT 1
 OD1745'ON A SMALL PINE TREE.  THEN BEAR RIGHT ON A DIM TRAIL EAST AND
 OD1745'NORTH TO THE SUMMIT AND THE STATION.  TWO HOUR AND 10 MINUTE
 OD1745'PACK.
 OD1745'
 OD1745'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OD1745
 OD1745                          STATION RECOVERY (2002)
 OD1745
 OD1745'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1745'RM 1 AND RM 2 ALSO GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0915 ***********************************************************************
 OG0915  DESIGNATION -  BUCKHORN IS DIKE LT 2
 OG0915  PID         -  OG0915
 OG0915  STATE/COUNTY-  NY/ERIE
 OG0915  USGS QUAD   -  
 OG0915
 OG0915                         *CURRENT SURVEY CONTROL
 OG0915  ___________________________________________________________________
 OG0915* NAD 83(1996)-  43 04 01.87006(N)    079 00 21.31758(W)     ADJUSTED  
 OG0915* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 OG0915  ___________________________________________________________________
 OG0915  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 OG0915  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OG0915
 OG0915  HORZ ORDER  -  THIRD
 OG0915
 OG0915.The horizontal coordinates were established by classical geodetic methods
 OG0915.and adjusted by the National Geodetic Survey in January 1999..
 OG0915
 OG0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0915
 OG0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0915
 OG0915.The geoid height was determined by GEOID03.
 OG0915
 OG0915;                    North         East     Units Scale Factor Converg.
 OG0915;SPC NY W     -   340,720.172   315,581.446   MT  0.99995207   -0 17 18.9
 OG0915;SPC NY W     - 1,117,846.10  1,035,370.13   sFT  0.99995207   -0 17 18.9
 OG0915;UTM  17      - 4,770,205.430   662,359.111   MT  0.99992429   +1 21 43.1
 OG0915
 OG0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0915!SPC NY W     -   0.99997763  x   0.99995207  =   0.99992970
 OG0915!UTM  17      -   0.99997763  x   0.99992429  =   0.99990192
 OG0915
 OG0915                          SUPERSEDED SURVEY CONTROL
 OG0915
 OG0915  NAD 83(1986)-  43 04 01.87567(N)    079 00 21.31541(W) AD(       ) 4
 OG0915  NAD 27      -  43 04 01.67448(N)    079 00 22.16285(W) AD(       ) 3
 OG0915  NGVD 29 (07/19/86)  178.4    (m)          585.     (f) VERT ANG       
 OG0915
 OG0915.Superseded values are not recommended for survey control.
 OG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0915.See file dsdata.txt to determine how the superseded data were derived.
 OG0915
 OG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6235970205(NAD 83)
 OG0915_MARKER: 14 = NAVIGATION LIGHT
 OG0915_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0915+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 OG0915
 OG0915  HISTORY     - Date     Condition        Report By
 OG0915  HISTORY     - 1980     FIRST OBSERVED   NOS
 OG0915  HISTORY     - 20031130 GOOD             USPSQD
 OG0915
 OG0915                          STATION DESCRIPTION
 OG0915
 OG0915'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0915'THE STATION, THE FLASHING WHITE LIGHT ATOP THE I BEAM SUPPORT ON
 OG0915'THE SOUTH END OF THE DETACHED BREAKWATER WEST OF THE WESTERLY END
 OG0915'OF BUCKHORN ISLAND STATE PARK.
 OG0915'
 OG0915'DESCRIBED BY B DECROIX.
 OG0915
 OG0915                          STATION RECOVERY (2003)
 OG0915
 OG0915'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 OG0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0916 ***********************************************************************
 OG0916  DESIGNATION -  BUCKHORN IS DIKE LT 1
 OG0916  PID         -  OG0916
 OG0916  STATE/COUNTY-  NY/NIAGARA
 OG0916  USGS QUAD   -  
 OG0916
 OG0916                         *CURRENT SURVEY CONTROL
 OG0916  ___________________________________________________________________
 OG0916* NAD 83(1996)-  43 04 10.75492(N)    079 00 26.65261(W)     ADJUSTED  
 OG0916* NAVD 88     -                                                        
 OG0916  ___________________________________________________________________
 OG0916  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OG0916  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OG0916
 OG0916  HORZ ORDER  -  THIRD
 OG0916
 OG0916.The horizontal coordinates were established by classical geodetic methods
 OG0916.and adjusted by the National Geodetic Survey in January 1999..
 OG0916.No horizontal observational check was made to the station.
 OG0916
 OG0916
 OG0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0916
 OG0916.The geoid height was determined by GEOID03.
 OG0916
 OG0916;                    North         East     Units Scale Factor Converg.
 OG0916;SPC NY W     -   340,994.946   315,462.130   MT  0.99995217   -0 17 22.5
 OG0916;SPC NY W     - 1,118,747.59  1,034,978.67   sFT  0.99995217   -0 17 22.5
 OG0916;UTM  17      - 4,770,476.646   662,231.935   MT  0.99992378   +1 21 39.7
 OG0916
 OG0916                          SUPERSEDED SURVEY CONTROL
 OG0916
 OG0916  NAD 83(1986)-  43 04 10.76087(N)    079 00 26.65047(W) AD(       ) 4
 OG0916  NAD 27      -  43 04 10.56000(N)    079 00 27.49812(W) AD(       ) 3
 OG0916
 OG0916.Superseded values are not recommended for survey control.
 OG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0916.See file dsdata.txt to determine how the superseded data were derived.
 OG0916
 OG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6223270477(NAD 83)
 OG0916_MARKER: 14 = NAVIGATION LIGHT
 OG0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0916+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 OG0916
 OG0916  HISTORY     - Date     Condition        Report By
 OG0916  HISTORY     - 1980     FIRST OBSERVED   NOS
 OG0916  HISTORY     - 20031130 GOOD             USPSQD
 OG0916
 OG0916                          STATION DESCRIPTION
 OG0916
 OG0916'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0916'THE STATION, THE FLASHING WHITE LIGHT ATOP THE I BEAM SUPPORT
 OG0916'ON THE NORTH END OF THE DETACHED BREAKWATER, IS LOCATED ON THE
 OG0916'NIAGRAR FALLS CHANNEL OF THE NIAGARA RIVER, JUST WESTERLY OF
 OG0916'BUCKHORN ISLAND STATE PARK.
 OG0916'
 OG0916'DESCRIBED BY B DECROIX.
 OG0916
 OG0916                          STATION RECOVERY (2003)
 OG0916
 OG0916'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 OG0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0921 ***********************************************************************
 OG0921  DESIGNATION -  BUCKHORN IS DIKE LT 3
 OG0921  PID         -  OG0921
 OG0921  STATE/COUNTY-  NY/ERIE
 OG0921  USGS QUAD   -  
 OG0921
 OG0921                         *CURRENT SURVEY CONTROL
 OG0921  ___________________________________________________________________
 OG0921* NAD 83(1996)-  43 04 01.98363(N)    079 00 17.74604(W)     ADJUSTED  
 OG0921* NAVD 88     -                                                        
 OG0921  ___________________________________________________________________
 OG0921  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OG0921  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OG0921
 OG0921  HORZ ORDER  -  THIRD
 OG0921
 OG0921.The horizontal coordinates were established by classical geodetic methods
 OG0921.and adjusted by the National Geodetic Survey in January 1999..
 OG0921
 OG0921
 OG0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0921
 OG0921.The geoid height was determined by GEOID03.
 OG0921
 OG0921;                    North         East     Units Scale Factor Converg.
 OG0921;SPC NY W     -   340,723.270   315,662.266   MT  0.99995200   -0 17 16.4
 OG0921;SPC NY W     - 1,117,856.26  1,035,635.28   sFT  0.99995200   -0 17 16.4
 OG0921;UTM  17      - 4,770,210.854   662,439.807   MT  0.99992461   +1 21 45.5
 OG0921
 OG0921                          SUPERSEDED SURVEY CONTROL
 OG0921
 OG0921  NAD 83(1986)-  43 04 01.98851(N)    079 00 17.74369(W) AD(       ) 4
 OG0921  NAD 27      -  43 04 01.78736(N)    079 00 18.59142(W) AD(       ) 3
 OG0921
 OG0921.Superseded values are not recommended for survey control.
 OG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0921.See file dsdata.txt to determine how the superseded data were derived.
 OG0921
 OG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6244070211(NAD 83)
 OG0921_MARKER: 14 = NAVIGATION LIGHT
 OG0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0921+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 OG0921
 OG0921  HISTORY     - Date     Condition        Report By
 OG0921  HISTORY     - 1980     FIRST OBSERVED   NOS
 OG0921  HISTORY     - 20031130 GOOD             USPSQD
 OG0921
 OG0921                          STATION DESCRIPTION
 OG0921
 OG0921'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0921'THE STATION, THE FLASHING WHITE LIGHT, IS LOCATED ON THE
 OG0921'NORTHERLY END OF THE SOUTHERLY, ATTACCHED, BREAKWATER ON THE WEST
 OG0921'END OF BUCKHORN ISLAND STATE PARK. THE POINT INTERSECTED WAS THE
 OG0921'HIGHEST VERTICAL POINT OF THE LIGHT.
 OG0921'
 OG0921'DESCRIBED BY B DECROIX.
 OG0921
 OG0921                          STATION RECOVERY (2003)
 OG0921
 OG0921'RECOVERY NOTE BY US POWER SQUADRON 2003 (VC)
 OG0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0912 ***********************************************************************
 OG0912  DESIGNATION -  BUCKHORN IS INTAKE CRIB LT
 OG0912  PID         -  OG0912
 OG0912  STATE/COUNTY-  NY/ERIE
 OG0912  USGS QUAD   -  
 OG0912
 OG0912                         *CURRENT SURVEY CONTROL
 OG0912  ___________________________________________________________________
 OG0912* NAD 83(1996)-  43 03 39.69400(N)    079 00 11.42960(W)     ADJUSTED  
 OG0912* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 OG0912  ___________________________________________________________________
 OG0912  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OG0912  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OG0912
 OG0912  HORZ ORDER  -  THIRD
 OG0912
 OG0912.The horizontal coordinates were established by classical geodetic methods
 OG0912.and adjusted by the National Geodetic Survey in January 1999..
 OG0912
 OG0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0912
 OG0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0912
 OG0912.The geoid height was determined by GEOID03.
 OG0912
 OG0912;                    North         East     Units Scale Factor Converg.
 OG0912;SPC NY W     -   340,034.749   315,801.729   MT  0.99995188   -0 17 12.0
 OG0912;SPC NY W     - 1,115,597.34  1,036,092.84   sFT  0.99995188   -0 17 12.0
 OG0912;UTM  17      - 4,769,526.655   662,599.038   MT  0.99992525   +1 21 49.3
 OG0912
 OG0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0912!SPC NY W     -   0.99997766  x   0.99995188  =   0.99992954
 OG0912!UTM  17      -   0.99997766  x   0.99992525  =   0.99990291
 OG0912
 OG0912                          SUPERSEDED SURVEY CONTROL
 OG0912
 OG0912  NAD 83(1986)-  43 03 39.69989(N)    079 00 11.42754(W) AD(       ) 4
 OG0912  NAD 27      -  43 03 39.49864(N)    079 00 12.27564(W) AD(       ) 3
 OG0912  NGVD 29 (07/19/86)  178.2    (m)          585.     (f) VERT ANG       
 OG0912
 OG0912.Superseded values are not recommended for survey control.
 OG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0912.See file dsdata.txt to determine how the superseded data were derived.
 OG0912
 OG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6259969527(NAD 83)
 OG0912_MARKER: 14 = NAVIGATION LIGHT
 OG0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0912
 OG0912  HISTORY     - Date     Condition        Report By
 OG0912  HISTORY     - 1980     FIRST OBSERVED   NOS
 OG0912
 OG0912                          STATION DESCRIPTION
 OG0912
 OG0912'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0912'THE STATION, THE FLASHING RED LIGHT ATOP THE BLACK AND GREY
 OG0912'CONCRETE CRIB, MARKS THE INTAKE CRIB FOR THE BUCKHORN ISLAND
 OG0912'CRIB.  THE POINT INTERSECTED IS THE HIGHEST VERTICAL POINT OF
 OG0912'THE LIGHT.
 OG0912'
 OG0912'THE STATION IS LOCATED ON THE NIAGARA FALLS CHANNEL OF THE NIAGARA
 OG0912'RIVER NORTHWESTERLY OF GRAND ISLAND.
 OG0912'
 OG0912'DESCRIBED BY B DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0722 ***********************************************************************
 OG0722  DESIGNATION -  BUCKHORN IWC
 OG0722  PID         -  OG0722
 OG0722  STATE/COUNTY-  NY/ERIE
 OG0722  USGS QUAD   -  
 OG0722
 OG0722                         *CURRENT SURVEY CONTROL
 OG0722  ___________________________________________________________________
 OG0722* NAD 83(1996)-  43 03 50.23485(N)    078 58 49.76748(W)     ADJUSTED  
 OG0722* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 OG0722  ___________________________________________________________________
 OG0722  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 OG0722  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OG0722
 OG0722  HORZ ORDER  -  THIRD
 OG0722
 OG0722.The horizontal coordinates were established by classical geodetic methods
 OG0722.and adjusted by the National Geodetic Survey in January 1999..
 OG0722
 OG0722.The orthometric height was scaled from a topographic map.
 OG0722
 OG0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0722
 OG0722.The geoid height was determined by GEOID03.
 OG0722
 OG0722;                    North         East     Units Scale Factor Converg.
 OG0722;SPC NY W     -   340,351.019   317,650.994   MT  0.99995037   -0 16 16.3
 OG0722;SPC NY W     - 1,116,634.97  1,042,159.97   sFT  0.99995037   -0 16 16.3
 OG0722;UTM  17      - 4,769,896.046   664,438.386   MT  0.99993265   +1 22 45.3
 OG0722
 OG0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0722!SPC NY W     -   0.99997832  x   0.99995037  =   0.99992869
 OG0722!UTM  17      -   0.99997832  x   0.99993265  =   0.99991097
 OG0722
 OG0722:                Primary Azimuth Mark                     Grid Az
 OG0722:SPC NY W     -  LOWER IWC                                272 35 10.0
 OG0722:UTM  17      -  LOWER IWC                                270 56 08.4
 OG0722
 OG0722|---------------------------------------------------------------------|
 OG0722| PID    Reference Object                     Distance      Geod. Az  |
 OG0722|                                                           dddmmss.s |
 OG0722| OG0728 LOWER IWC                           APPROX. 1.5 KM 2721853.7 |
 OG0722|---------------------------------------------------------------------|
 OG0722
 OG0722                          SUPERSEDED SURVEY CONTROL
 OG0722
 OG0722  NAD 83(1986)-  43 03 50.24072(N)    078 58 49.76513(W) AD(       ) 3
 OG0722  NAD 27      -  43 03 50.04037(N)    078 58 50.62861(W) AD(       ) 3
 OG0722
 OG0722.Superseded values are not recommended for survey control.
 OG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0722.See file dsdata.txt to determine how the superseded data were derived.
 OG0722
 OG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6443869896(NAD 83)
 OG0722_MARKER: Z = SEE DESCRIPTION
 OG0722_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OG0722_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OG0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0722
 OG0722  HISTORY     - Date     Condition        Report By
 OG0722  HISTORY     - 1909     MONUMENTED       IWC
 OG0722
 OG0722                          STATION DESCRIPTION
 OG0722
 OG0722'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0722'THIS STATION IS SITUATED ON UPPER END OF BUCKHORN ISLAND AT RIVERS
 OG0722'EDGE ABOUT 150 YARDS ABOVE LARGE RED BARN.  STATION WAS ESTABLISHED
 OG0722'IN 1909.
 OG0722'
 OG0722'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN TOP OF
 OG0722'2 - INCH GALVANIZED IRON PIPE THAT HAS BEEN DRIVEN IN GROUND AND
 OG0722'FILLED WITH CONCRETE.  TOP OF PIPE IS 4 INCHES BELOW SURFACE OF THE
 OG0722'GROUND.  MARKER IS CONCRETE, 8 INCHES DIAMETER, MARKER---I.W.C.
 OG0722'1909---.  IS 1.0 FOOT SOUTHWEST OF STATION AND 2 INCHES BELOW
 OG0722'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2043 ***********************************************************************
 PH2043  DESIGNATION -  BUCKMINSTER
 PH2043  PID         -  PH2043
 PH2043  STATE/COUNTY-  NY/JEFFERSON
 PH2043  USGS QUAD   -  BROWNVILLE (1982)
 PH2043
 PH2043                         *CURRENT SURVEY CONTROL
 PH2043  ___________________________________________________________________
 PH2043* NAD 83(1996)-  44 01 32.57506(N)    075 59 23.32544(W)     ADJUSTED  
 PH2043* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 PH2043  ___________________________________________________________________
 PH2043  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 PH2043  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 PH2043
 PH2043  HORZ ORDER  -  FIRST
 PH2043
 PH2043.The horizontal coordinates were established by classical geodetic methods
 PH2043.and adjusted by the National Geodetic Survey in January 1999..
 PH2043
 PH2043.The orthometric height was scaled from a topographic map.
 PH2043
 PH2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2043
 PH2043.The geoid height was determined by GEOID03.
 PH2043
 PH2043;                    North         East     Units Scale Factor Converg.
 PH2043;SPC NY C     -   447,293.958   297,580.528   MT  0.99996533   +0 24 45.0
 PH2043;SPC NY C     - 1,467,496.93    976,312.12   sFT  0.99996533   +0 24 45.0
 PH2043;UTM  18      - 4,875,205.195   420,676.796   MT  0.99967739   -0 41 16.6
 PH2043
 PH2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2043!SPC NY C     -   0.99998161  x   0.99996533  =   0.99994694
 PH2043!UTM  18      -   0.99998161  x   0.99967739  =   0.99965901
 PH2043
 PH2043|---------------------------------------------------------------------|
 PH2043| PID    Reference Object                     Distance      Geod. Az  |
 PH2043|                                                           dddmmss.s |
 PH2043| CZ7573 BUCKMINSTER RM 1                     38.416 METERS 07448     |
 PH2043| OE2007 WATERTOWN FIRST BAP CH TOWER        APPROX. 8.7 KM 1305654.8 |
 PH2043| OE2010 WATERTOWN ST PATRICKS CATH CH       APPROX. 8.1 KM 1333054.8 |
 PH2043| CZ7574 BUCKMINSTER RM 2                     29.903 METERS 14345     |
 PH2043| OE2009 WATERTOWN WWNY RADIO MAST           APPROX. 9.3 KM 1465154.9 |
 PH2043| CZ7572 BUCKMINSTER AZ MK                                  3194328.8 |
 PH2043|---------------------------------------------------------------------|
 PH2043
 PH2043                          SUPERSEDED SURVEY CONTROL
 PH2043
 PH2043  NAD 83(1986)-  44 01 32.57894(N)    075 59 23.32396(W) AD(       ) 1
 PH2043  NAD 27      -  44 01 32.37100(N)    075 59 24.58400(W) AD(       ) 1
 PH2043
 PH2043.Superseded values are not recommended for survey control.
 PH2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2043.See file dsdata.txt to determine how the superseded data were derived.
 PH2043
 PH2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP2067775205(NAD 83)
 PH2043
 PH2043  HISTORY     - Date     Condition        Report By
 PH2043  HISTORY     - 1942     MONUMENTED       CGS
 PH2043  HISTORY     - 1969     SEE DESCRIPTION  USAF
 PH2043  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PH2043  HISTORY     - 1981     GOOD             NGS
 PH2043
 PH2043                          STATION DESCRIPTION
 PH2043
 PH2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH2043'STATION IS ABOUT 2 MILES N OF BROWNVILLE, ON LAND OWNED BY LEWIS
 PH2043'BUCKMINSTER, WHO LIVES ABOUT 400 FEET SW OF THE STATION.  IT IS A
 PH2043'U.S.G.S. MARK, A 6- BY 6-INCH GRANITE POST PROJECTING ABOUT 12
 PH2043'INCHES AND HAS A COPPER BOLT SET IN THE TOP AND HAS A CROSS
 PH2043'SCRATCHED ON THE BOLT.  IT IS 157 FEET N OF THE NE CORNER OF THE
 PH2043'BARN, 400 FEET NE OF THE NE CORNER OF THE HOUSE AND 7 FEET S OF
 PH2043'A WHITE REFERENCE POST.  IT IS NOT STAMPED.
 PH2043'
 PH2043'REFERENCE MARK NO.1 IS NE OF THE STATION, 66 FEET W OF A ROCK
 PH2043'FENCE.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK AND IS
 PH2043'FLUSH WITH THE GROUND.  IT IS STAMPED BUCKMINSTER NO.1 1942.
 PH2043'
 PH2043'REFERENCE MARK NO.2 IS SE OF THE STATION, 21 FEET NW OF A
 PH2043'GATE, 59 FEET N OF THE NE CORNER OF THE BARN AND 12 FEET E OF A
 PH2043'ROCK FENCE.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK,
 PH2043'FLUSH WITH THE GROUND AND IS STAMPED BUCKMINSTER NO.2 (U.S.G.S.)
 PH2043'1942.
 PH2043'
 PH2043'THE AZIMUTH MARK IS NW OF THE STATION.  IT IS A BRONZE DISK SET
 PH2043'IN A DRILL HOLE IN A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT
 PH2043'2 FEET.  IT IS 120 FEET N OF A CULVERT, 27 FEET W OF THE CENTER
 PH2043'LINE OF A PAVED ROAD AND 2.5 FEET E OF A WHITE REFERENCE POST.  IT
 PH2043'IS STAMPED BUCKMINSTER 1942 (U.S.G.S.).
 PH2043'
 PH2043'TO REACH THE STATION FROM THE POST OFFICE IN BROWNVILLE, GO N
 PH2043'ON PAVED ROAD FOR 2 MILES TO THE BUCKMINSTER FARM ON THE RIGHT AND
 PH2043'STATION.
 PH2043'
 PH2043'TO REACH THE AZIMUTH MARK FROM THE BUCKMINSTER FARM, CONTINUE
 PH2043'N ON PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PH2043'
 PH2043'A 77-FOOT SIGNAL AT JOHNSON (U.S.G.S.) IS VISIBLE AT 12 FEET.
 PH2043'
 PH2043'A 64-FOOT SIGNAL AT SANFORD IS VISIBLE AT 37 FEET.
 PH2043'
 PH2043'A 77-FOOT SIGNAL AT EVANS IS VISIBLE AT 37 FEET.
 PH2043'
 PH2043'A 64-FOOT SIGNAL AT MILLER (USGS) SEEN AT 37 FEET.
 PH2043'
 PH2043'A 90-FOOT SIGNAL AT LAFARGEVILLE IS VISIBLE AT 37 FEET.
 PH2043'
 PH2043'A 100-FOOT SIGNAL AT DEPAUVILLE IS VISIBLE AT 37 FEET.
 PH2043'
 PH2043'A 50-FOOT SIGNAL AT WATERTOWN MAG IS VISIBLE AT 24 FEET.
 PH2043'
 PH2043'A 77-FOOT SIGNAL AT IVES IS VISIBLE AT 12 FEET.
 PH2043'
 PH2043'A 50-FOOT SIGNAL AT DEXTER IS VISIBLE AT 24 FEET.
 PH2043'
 PH2043'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PH2043
 PH2043                          STATION RECOVERY (1969)
 PH2043
 PH2043'RECOVERY NOTE BY US AIR FORCE 1969
 PH2043'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PH2043'CONDITION AS DESCRIBED.  THE LAND OWNER SAID THE AZIMUTH MARK WAS
 PH2043'DESTROYED SEVERAL YEARS AGO DURING ROAD CONSTRUCTION.
 PH2043'
 PH2043'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 PH2043'
 PH2043'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROWNVILLE,
 PH2043'NEW YORK, GO NORTH ON PAVED ROAD FOR 1.85 MILES TO THE BUCKMINSTER
 PH2043'FARM ON THE RIGHT AND THE STATION AS DESCRIBED.
 PH2043
 PH2043                          STATION RECOVERY (1974)
 PH2043
 PH2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 PH2043'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 PH2043'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE STATION MARK IS
 PH2043'2 FEET EAST OF ROCK FENCE AND REFERENCE MARK 1 IS EAST-SOUTHEAST
 PH2043'OF STATION AND 66 FEET EAST OF ROCK FENCE INSTEAD OF WEST OF ROCK
 PH2043'FENCE.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 PH2043'RECOVERED.  ALL MARKS RECOVERED WERE IN GOOD CONDITION.
 PH2043'
 PH2043'THE DISTANCE AND DIRECTION TO THE MARKS WERE NOT CHECKED AT THIS
 PH2043'TIME.
 PH2043'
 PH2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PH2043'2 MILES NORTH OF BROWNVILLE.
 PH2043
 PH2043                          STATION RECOVERY (1981)
 PH2043
 PH2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JWG)
 PH2043'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, THE REFERENCE
 PH2043'MARKS WERE NOT SEARCHED FOR AND ARE BELIEVED TO BE STILL IN PLACE.
 PH2043'
 PH2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 PH2043'BROWNSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1850 ***********************************************************************
 OE1850  DESIGNATION -  BUCKS
 OE1850  PID         -  OE1850
 OE1850  STATE/COUNTY-  NY/ONEIDA
 OE1850  USGS QUAD   -  REMSEN (1979)
 OE1850
 OE1850                         *CURRENT SURVEY CONTROL
 OE1850  ___________________________________________________________________
 OE1850* NAD 83(1996)-  43 32 30.54515(N)    075 14 56.57738(W)     ADJUSTED  
 OE1850* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 OE1850  ___________________________________________________________________
 OE1850  LAPLACE CORR-           8.78  (seconds)                    DEFLEC99
 OE1850  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 OE1850
 OE1850  HORZ ORDER  -  FIRST
 OE1850
 OE1850.The horizontal coordinates were established by classical geodetic methods
 OE1850.and adjusted by the National Geodetic Survey in January 1999..
 OE1850
 OE1850.The orthometric height was scaled from a topographic map.
 OE1850
 OE1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1850
 OE1850.The geoid height was determined by GEOID03.
 OE1850
 OE1850;                    North         East     Units Scale Factor Converg.
 OE1850;SPC NY C     -   394,226.208   357,831.730   MT  1.00008048   +0 55 09.3
 OE1850;SPC NY C     - 1,293,390.48  1,173,986.27   sFT  1.00008048   +0 55 09.3
 OE1850;SPC NY E     -   523,133.428    89,467.173   MT  0.99994506   -0 30 57.7
 OE1850;SPC NY E     - 1,716,313.59    293,526.88   sFT  0.99994506   -0 30 57.7
 OE1850;UTM  18      - 4,821,015.758   479,879.677   MT  0.99960498   -0 10 17.6
 OE1850
 OE1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1850!SPC NY C     -   0.99994330  x   1.00008048  =   1.00002377
 OE1850!SPC NY E     -   0.99994330  x   0.99994506  =   0.99988836
 OE1850!UTM  18      -   0.99994330  x   0.99960498  =   0.99954830
 OE1850
 OE1850:                Primary Azimuth Mark                     Grid Az
 OE1850:SPC NY C     -  BUCKS AZ MK                              248 16 22.3
 OE1850:SPC NY E     -  BUCKS AZ MK                              249 42 29.3
 OE1850:UTM  18      -  BUCKS AZ MK                              249 21 49.2
 OE1850
 OE1850|---------------------------------------------------------------------|
 OE1850| PID    Reference Object                     Distance      Geod. Az  |
 OE1850|                                                           dddmmss.s |
 OE1850| CZ7575 BUCKS AZ MK                                        2491131.6 |
 OE1850|---------------------------------------------------------------------|
 OE1850
 OE1850                          SUPERSEDED SURVEY CONTROL
 OE1850
 OE1850  NAD 83(1986)-  43 32 30.55011(N)    075 14 56.57348(W) AD(       ) 1
 OE1850  NAD 27      -  43 32 30.29616(N)    075 14 57.96527(W) AD(       ) 1
 OE1850
 OE1850.Superseded values are not recommended for survey control.
 OE1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1850.See file dsdata.txt to determine how the superseded data were derived.
 OE1850
 OE1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP7988021016(NAD 83)
 OE1850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1850
 OE1850  HISTORY     - Date     Condition        Report By
 OE1850  HISTORY     - 1942     MONUMENTED       CGS
 OE1850  HISTORY     - 1972     SEE DESCRIPTION  SELLS
 OE1850  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1850
 OE1850                          STATION DESCRIPTION
 OE1850
 OE1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1850'STATION IS ABOUT 5 MILES NE OF BOONVILLE, NEAR THE HIGHEST POINT
 OE1850'OF A LONG RIDGE, ON CUT-OVER LAND AND ON LAND OWNED BY THE
 OE1850'STATE.  IT IS 45 FEET NW OF THE CENTER LINE OF A DIRT ROAD, 120
 OE1850'FEET S OF THE SW CORNER OF A SUMMER COTTAGE AND 6 FEET W OF A WHITE
 OE1850'REFERENCE POST.  IT IS STAMPED BUCKS 1942 AND PROJECTS ABOUT
 OE1850'4 INCHES.
 OE1850'
 OE1850'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1850'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1850'
 OE1850'REFERENCE MARK NO.1 IS NW OFTHE STATION, 18 FEET E OF A 30-INCH
 OE1850'HICKORY TREE.  IT IS STAMPED BUCKS NO.1 1942 AND PROJECTS ABOUT 6
 OE1850'INCHES.
 OE1850'
 OE1850'REFERENCE MARK NO.2 IS NNE OF THE STATION, 36 FEET SW OF THE SW
 OE1850'CORNER OF THE SUMMER COTTAGE, 21 FEET N OF AN 18-INCH MAPLE TREE
 OE1850'AND 5 FEET S OF A 14-INCH MAPLE TREE.  IT IS STAMPED BUCKS NO.2
 OE1850'1942 AND PROJECTS ABOUT 4 INCHES.
 OE1850'
 OE1850'THE AZIMUTH MARK IS SW OF THE STATION, 55 FEET E OF THE SE
 OE1850'CORNER OF AN OLD HOUSE, 42 FEET N OF THE CENTER LINE OF THE DIRT
 OE1850'ROAD AND 12 FEET NE OF A WHITE REFERENCE POST.  IT IS STAMPED BUCKS
 OE1850'1942 AND PROJECTS ABOUT 8 INCHES.
 OE1850'
 OE1850'TO REACH THE STATION FROM THE POST OFFICE IN BOONVILLE, GO E
 OE1850'0.2 MILE TO STATE HIGHWAY 12, CROSS STATE HIGHWAY 12 AND CONTINUE
 OE1850'E ON BLACK TOP ROAD FOR 2.45 MILES TO THE BRIDGE OVER BLACK RIVER,
 OE1850'CONTINUE ON DIRT ROAD FOR 2.3 MILES TO A FORKS.  TAKE RIGHT FORK
 OE1850'AND GO 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.3
 OE1850'MILE TO THE STATION ON THE LEFT NEAR A WHITE SUMMER COTTAGE.
 OE1850'
 OE1850'A 37-FOOT SIGNAL AT PEN MOUNTAIN (N.Y.S.S.) 1882 IS VISIBLE AT
 OE1850'THE GROUND.
 OE1850'
 OE1850'A 110-FOOT SIGNAL AT REAMS IS VISIBLE AT 90 FEET.
 OE1850'
 OE1850'A 100-FOOT SIGNAL AT DUPPERT IS VISIBLE AT 90 FEET.
 OE1850'
 OE1850'A 90-FOOT SIGNAL AT GOMER IS VISIBLE AT 90 FEET.
 OE1850'
 OE1850'A 90-FOOT SIGNAL AT RIEBENNACHT IS VISIBLE AT 90 FEET.
 OE1850'
 OE1850'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1850
 OE1850                          STATION RECOVERY (1972)
 OE1850
 OE1850'RECOVERY NOTE BY SELLS INC CONS ENG 1972
 OE1850'STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK RECOVERED IN GOOD
 OE1850'CONDITION.  DID NOT RECOVER REFERENCE MARK 1.
 OE1850'
 OE1850'STATION IS LOCATED 5 FEET INSIDE PINE REFORESTATION AREA.  THE
 OE1850'NAME OF THE ROAD BY THE STATION IS FURMAN ROAD.  THE WHITE COTTAGE
 OE1850'MENTIONED IN THE DESCRIPTION IS NOW THE ONEIDA COUNTY
 OE1850'REFORESTATION OFFICE.  THE STATION CANNOT BE USED WITHOUT
 OE1850'OFFSETTING.
 OE1850
 OE1850                          STATION RECOVERY (1974)
 OE1850
 OE1850'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1850'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLE TO RMS
 OE1850'AND AZIMUTH MARK NOT CHECKED.  STATION IS IN A REFORESTED AREA, AND
 OE1850'VIEW IS COMPLETELY BLOCKED.
 OE1850'
 OE1850'STATION MARK IS A STANDARD DISK STAMPED BUCKS 1942, SET IN A SQUARE
 OE1850'CONCRETE MONUMENT PROJECTING 4 INCHES.
 OE1850'
 OE1850'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUCKS NO. 1
 OE1850'1942, SET IN A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 OE1850'
 OE1850'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUCKS NO. 2
 OE1850'1942, SET IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 OE1850'
 OE1850'AZIMUTH MARK IS A STANDARD DISK STAMPED BUCKS 1942, SET IN A SQUARE
 OE1850'CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS 12 FEET NE OF A
 OE1850'WOODEN WITNESS POST, AND 42 FEET NORTH OF CENTER LINE OF ROAD.
 OE1850'
 OE1850'TO REACH STATION FROM BOONVILLE, GO EAST ON MOOSE RIVER RD. FOR 2.5
 OE1850'MILES TO BRIDGE OVER BLACK RIVER.  CONTINUE FOR 2.3 MILES TO
 OE1850'FORK.  TAKE RIGHT FORK, FURMAN ROAD, AND GO 1.1 MILES TO AZIMUTH
 OE1850'MARK ON LEFT.  CONTINUE FOR 0.3 MILE TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1751 ***********************************************************************
 PH1751  DESIGNATION -  BUCKTON
 PH1751  PID         -  PH1751
 PH1751  STATE/COUNTY-  NY/ST LAWRENCE
 PH1751  USGS QUAD   -  PARISHVILLE (1980)
 PH1751
 PH1751                         *CURRENT SURVEY CONTROL
 PH1751  ___________________________________________________________________
 PH1751* NAD 83(1996)-  44 44 53.49169(N)    074 46 11.55735(W)     ADJUSTED  
 PH1751* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 PH1751  ___________________________________________________________________
 PH1751  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 PH1751  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 PH1751
 PH1751  HORZ ORDER  -  FIRST
 PH1751
 PH1751.The horizontal coordinates were established by classical geodetic methods
 PH1751.and adjusted by the National Geodetic Survey in January 1999..
 PH1751
 PH1751.The orthometric height was scaled from a topographic map.
 PH1751
 PH1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1751
 PH1751.The geoid height was determined by GEOID03.
 PH1751
 PH1751;                    North         East     Units Scale Factor Converg.
 PH1751;SPC NY E     -   656,929.208   128,630.189   MT  0.99990561   -0 11 24.0
 PH1751;SPC NY E     - 2,155,275.24    422,014.21   sFT  0.99990561   -0 11 24.0
 PH1751;UTM  18      - 4,955,004.111   518,216.476   MT  0.99960408   +0 09 43.2
 PH1751
 PH1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1751!SPC NY E     -   0.99998394  x   0.99990561  =   0.99988955
 PH1751!UTM  18      -   0.99998394  x   0.99960408  =   0.99958802
 PH1751
 PH1751:                Primary Azimuth Mark                     Grid Az
 PH1751:SPC NY E     -  BUCKTON AZ MK                            231 30 56.2
 PH1751:UTM  18      -  BUCKTON AZ MK                            231 09 49.0
 PH1751
 PH1751|---------------------------------------------------------------------|
 PH1751| PID    Reference Object                     Distance      Geod. Az  |
 PH1751|                                                           dddmmss.s |
 PH1751| CZ7578 BUCKTON AZ MK                                      2311932.2 |
 PH1751| CZ7579 BUCKTON RM 1                         35.652 METERS 23945     |
 PH1751| CZ7580 BUCKTON RM 2                         54.504 METERS 30647     |
 PH1751|---------------------------------------------------------------------|
 PH1751
 PH1751                          SUPERSEDED SURVEY CONTROL
 PH1751
 PH1751  NAD 83(1986)-  44 44 53.49727(N)    074 46 11.55846(W) AD(       ) 1
 PH1751  NAD 27      -  44 44 53.30200(N)    074 46 12.84900(W) AD(       ) 1
 PH1751
 PH1751.Superseded values are not recommended for survey control.
 PH1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1751.See file dsdata.txt to determine how the superseded data were derived.
 PH1751
 PH1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1821655004(NAD 83)
 PH1751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PH1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1751
 PH1751  HISTORY     - Date     Condition        Report By
 PH1751  HISTORY     - 1942     MONUMENTED       CGS
 PH1751  HISTORY     - 1964     SEE DESCRIPTION  USGS
 PH1751  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 PH1751  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1751
 PH1751                          STATION DESCRIPTION
 PH1751
 PH1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1751'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF BUCKTON, AND
 PH1751'3.0 MILES SOUTH OF WINTHROP, ON LOW FLAT FARM LAND, AND ON
 PH1751'PROPERTY OWNED AND OCCUPIED BY WILLIAM SEARLES.  IT IS 250 FEET
 PH1751'WEST-SOUTHWEST OF THE SEARLES FARM HOUSE, 44 FEET SOUTH OF THE
 PH1751'SOUTHWEST CORNER OF THE BARN, AND 50 FEET NORTH OF THE CENTER OF
 PH1751'A GRAVEL ROAD, IN THE SOUTHEAST CORNER OF A PASTURE FIELD AND
 PH1751'BARN YARD.  THE DISK IS STAMPED BUCKTON 1942, AND IS SET FLUSH
 PH1751'WITH THE GROUND.
 PH1751'
 PH1751'THE AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION SET IN A
 PH1751'BOULDER ABOUT 4 BY 6 FEET IN DIAMETER AND PROJECTS 6-INCHES, 40
 PH1751'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 15 FEET NORTHWEST
 PH1751'OF A GAP IN WIRE FENCE.  THE DISK IS STAMPED BUCKTON 1942.  TO
 PH1751'REACH FROM THE STATION.  GO WEST ON GRAVEL ROAD FOR 0.2 MILE TO
 PH1751'A GAP IN THE WIRE FENCE ON THE RIGHT, AND MARK AS DESCRIBED.
 PH1751'
 PH1751'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, 75 FEET
 PH1751'NORTH OF AN EAST AND WEST FENCE LINE, SET IN A LARGE BOULDER
 PH1751'ABOUT 4 BY 6 FEET IN DIAMETER AND PROJECTS 1 FOOT.  THE DISK IS
 PH1751'STAMPED BUCKTON NO 1, 1942.
 PH1751'
 PH1751'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET IN A
 PH1751'LARGE BOULDER ABOUT 4 BY 4 FEET IN DIAMETER, AND PROJECTS 1
 PH1751'FOOT.  IT IS 109 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 PH1751'BARN.  THE DISK IS STAMPED BUCKTON NO 2 1942.
 PH1751'
 PH1751'TO REACH THE STATION FROM THE RAILROAD STATION IN WINTHROP.  GO
 PH1751'SOUTH ON U.S. HIGHWAY NO 11 FOR 0.1 MILE.  TURN LEFT AND GO
 PH1751'SOUTHEAST ON PAVED STREET FOR 0.2 MILE TO BRIDGE, CONTINUE ON
 PH1751'FOR 0.1 TO T ROADS.  BEAR LEFT ACROSS BRIDGE AND CONTINUE
 PH1751'EAST ON MACADAM ROAD FOR 3.2 MILES TO CROSS-ROADS AT A SCHOOL,
 PH1751'CEMETERY AND AN AMOCO SERVICE STATION.  TURN RIGHT AND GO WEST
 PH1751'ON GRAVEL ROAD FOR 0.85 MILE TO A GREY PAINTED FARM HOUSE AND
 PH1751'OLD BARN ON THE RIGHT AND STATION AS DESCRIBED.
 PH1751'
 PH1751'NOTE.  A 103 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 PH1751'
 PH1751'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 PH1751
 PH1751                          STATION RECOVERY (1964)
 PH1751
 PH1751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PH1751'STATION WAS RECOVERED.  IT IS LOCATED ABOUT 1.0 MILE NE OF
 PH1751'BUCKTON AND 3.0 MILES S OF WINTHROP, ON LOW FLAT FARM LAND AND
 PH1751'ON PROPERTY OWNED AND OCCUPIED BY B.R. DOUGAN.  IT IS 250 FEET
 PH1751'WSW OF THE DOUGAN FARM HOUSE, 55 FT. NORTH AND 147 FT. SW OF
 PH1751'CENTERLINE OF NARROW HARDSURFACE RD. AND DRIVEWAY TO
 PH1751'FARMHOUSE.  THE DISC IS 3 INCHES BELOW GROUND.
 PH1751'
 PH1751'RM 1 IS 1.1 MI. NE ALONG BLACK-TOP RD. FROM X-RDS. AT.  ABOUT
 PH1751'0.15 MI. NE. OF T-RD SE, 266.3 FT. SW 71.7 FT. NW AND 0.6
 PH1751'FT. LOWER THAN NE-SW BLACKTOP RD. AT PVT. DRIVE N. TO BILL DOUGAN
 PH1751'RESIDENCE, 190.0 FT. SSW OF RM 2, 46.7 FT. S OF EW FE. LINE, 37.0
 PH1751'FT. E. OF N-S FE. LINE, IN W. END OF GARDEN, IN TOP OF A 2 X 3
 PH1751'FT. BOULDER, PROJECTING 12 IN.
 PH1751'
 PH1751'RM 2 IS 190.0 FT. NNE OF RM 1, 51.2 FT S OF E-W FE LINE, 44.0
 PH1751'FT. NW OF A 6 IN FORKED APPLE TREE IN TOP OF A 2.5 BY 3.0 FT
 PH1751'BOULDER, PROJECTING 5 IN.
 PH1751
 PH1751                          STATION RECOVERY (1974)
 PH1751
 PH1751'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 PH1751'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION MARK IS
 PH1751'COVERED OVER AT PRESENT.  VIEW IS OPEN IN MOST DIRECTIONS FROM
 PH1751'STATION, AND AZIMUTH MARK IS VISIBLE.
 PH1751'
 PH1751'STATION MARK IS A STANDARD DISK STAMPED BUCKTON 1942, SET IN
 PH1751'CONCRETE MONUMENT 3 INCHES BELOW GROUND.
 PH1751'
 PH1751'RM NO. 1 IS A STANDARD DISK STAMPED BUCKTON NO 1 1942, CEMENTED
 PH1751'IN A DRILL HOLE IN A 4 X 6 FOOT BOULDER PROJECTING 1 FOOT.
 PH1751'
 PH1751'RM NO. 2 IS A STANDARD DISK STAMPED BUCKTON NO 2 1942, CEMENTED IN
 PH1751'A DRILL HOLE IN A 4 X 4 FOOT BOULDER PROJECTING 1 FOOT.
 PH1751'
 PH1751'AZIMUTH MARK IS A STANDARD DISK STAMPED BUCKTON 1942, CEMENTED IN
 PH1751'A DRILL HOLE IN A 4 X 6 FOOT BOULDER PROJECTING 6 INCHES.  IT IS
 PH1751'40 FEET NORTHWEST OF CENTER LINE OF ROAD AND 15 FEET NORTHWEST OF
 PH1751'A FENCE.
 PH1751'
 PH1751'TO REACH STATION FROM VILLAGE OF BUCKTON, GO NE ON BUCKTON RD. FOR
 PH1751'0.4 MILE TO ST. REGIS RIVER BRIDGE.  CONTINUE AHEAD FOR 0.7
 PH1751'MILE TO STATION ON LEFT.
 PH1751
 PH1751                          STATION RECOVERY (1975)
 PH1751
 PH1751'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 PH1751'STATION MARK, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2161 ***********************************************************************
 NA2161  DESIGNATION -  BUDINE
 NA2161  PID         -  NA2161
 NA2161  STATE/COUNTY-  NY/DELAWARE
 NA2161  USGS QUAD   -  WALTON WEST (1965)
 NA2161
 NA2161                         *CURRENT SURVEY CONTROL
 NA2161  ___________________________________________________________________
 NA2161* NAD 83(1996)-  42 12 03.79983(N)    075 10 22.54282(W)     ADJUSTED  
 NA2161* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 NA2161  ___________________________________________________________________
 NA2161  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 NA2161  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 NA2161
 NA2161  HORZ ORDER  -  FIRST
 NA2161
 NA2161.The horizontal coordinates were established by classical geodetic methods
 NA2161.and adjusted by the National Geodetic Survey in January 1999..
 NA2161
 NA2161.The orthometric height was scaled from a topographic map.
 NA2161
 NA2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2161
 NA2161.The geoid height was determined by GEOID03.
 NA2161
 NA2161;                    North         East     Units Scale Factor Converg.
 NA2161;SPC NY E     -   374,149.319    94,428.634   MT  0.99993799   -0 27 07.3
 NA2161;SPC NY E     - 1,227,521.56    309,804.61   sFT  0.99993799   -0 27 07.3
 NA2161;UTM  18      - 4,672,114.052   485,723.637   MT  0.99960251   -0 06 58.2
 NA2161
 NA2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2161!SPC NY E     -   0.99990003  x   0.99993799  =   0.99983803
 NA2161!UTM  18      -   0.99990003  x   0.99960251  =   0.99950258
 NA2161
 NA2161:                Primary Azimuth Mark                     Grid Az
 NA2161:SPC NY E     -  HOLLEY                                   091 51 49.5
 NA2161:UTM  18      -  HOLLEY                                   091 31 40.4
 NA2161
 NA2161|---------------------------------------------------------------------|
 NA2161| PID    Reference Object                     Distance      Geod. Az  |
 NA2161|                                                           dddmmss.s |
 NA2161| NA2156 HOLLEY                              APPROX.10.9 KM 0912442.2 |
 NA2161| CZ7581 BUDINE RM 1                          37.343 METERS 15042     |
 NA2161| NA2159 PINES FIRE TOWER                    APPROX.11.7 KM 2022442.0 |
 NA2161| CZ7582 BUDINE RM 2                          23.900 METERS 27645     |
 NA2161|---------------------------------------------------------------------|
 NA2161
 NA2161                          SUPERSEDED SURVEY CONTROL
 NA2161
 NA2161  NAD 83(1986)-  42 12 03.80454(N)    075 10 22.54477(W) AD(       ) 1
 NA2161  NAD 27      -  42 12 03.49800(N)    075 10 23.92700(W) AD(       ) 1
 NA2161
 NA2161.Superseded values are not recommended for survey control.
 NA2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2161.See file dsdata.txt to determine how the superseded data were derived.
 NA2161
 NA2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM8572472114(NAD 83)
 NA2161_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2161
 NA2161  HISTORY     - Date     Condition        Report By
 NA2161  HISTORY     - 1940     MONUMENTED       CGS
 NA2161  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NA2161
 NA2161                          STATION DESCRIPTION
 NA2161
 NA2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2161'STATION IS LOCATED IN WALTON TOWNSHIP, ON THE EAST END OF THE
 NA2161'HIGHEST PART OF A HEAVILY TIMBERED HILL ABOUT 3 MILES NORTHWEST
 NA2161'OF WALTON ON LAND OWNED BY MRS. JANET BUDINE.  IT IS 6 PACES
 NA2161'WEST OF WIRE FENCE AND THE MARK PROJECTS ABOUT 8 INCHES
 NA2161'ABOVE THE GROUND.
 NA2161'
 NA2161'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 NA2161'206 ON THE WEST EDGE OF WALTON, GO NORTH ON HIGHWAY 206 FOR 3.7
 NA2161'MILES TO A TRACK ROAD LEFT, TURN SHARP LEFT ON THE TRACK ROAD
 NA2161'AND GO UP A STEEP GRADE 0.4 MILE TO TOP OF HILL AND ROAD LEFT,
 NA2161'TURN LEFT ON THIS FARM ROAD, PASSING THROUGH GATE AND CROSSING
 NA2161'A PASTURE TO THE EDGE OF THE TIMBER, A DISTANCE OF 0.25 MILE.
 NA2161'FROM HERE PACK ALONG WELL-MARKED TRAIL WHICH LEADS ALONG THE SIDE
 NA2161'OF THE HILL ABOUT 100 YARDS THEN UP A STEEP GRADE ABOUT 1/4
 NA2161'MILE TO THE TOP OF THE HILL AND THE STATION.
 NA2161'
 NA2161'REFERENCE MARK NO. 1 IS ON SOUTH SLOPE OF THE HILL, IN A ROCK
 NA2161'OUTCROP ABOUT 4- BY 6-FEET AT THE SURFACE OF THE GROUND.  NO
 NA2161'AZIMUTH MARK WAS SET BECAUSE OF THE HEAVY TIMBER AT THE STATION.  A
 NA2161'ROCK CAIRN WAS BUILT AT THE STATION.
 NA2161'
 NA2161'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND NO. 2 ARE
 NA2161'STANDARD DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 12A AND 11A.
 NA2161'
 NA2161'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA2161
 NA2161                          STATION RECOVERY (1976)
 NA2161
 NA2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2161'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2161'CONDITION.  VIEW FROM STATION IS COMPLETELY BLOCKED BY WOODS.
 NA2161'
 NA2161'STATION IS LOCATED ON A HILL OF ABOUT 2200 FEET ELEVATION, AT
 NA2161'THE NORTHWEST END OF PINES BROOK RIDGE, AND ABOUT 1/2-MILE
 NA2161'SOUTHEAST OF LEIGHT ROAD.  STATION MARK IS A STANDARD DISK
 NA2161'STAMPED BUDINE 1940, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NA2161'PROJECTING 6 INCHES FROM GROUND.  IT IS 37.2 FEET WEST
 NA2161'OF A 12-INCH, TWIN-TRUNKED CHERRY TREE AND 18.9 FEET SOUTHWEST
 NA2161'OF A 10-INCH, TWIN-TRUNKED MAPLE TREE.
 NA2161'
 NA2161'RM NO. 1 IS A STANDARD DISK STAMPED BUDINE NO 1 1940,
 NA2161'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP FLUSH WITH GROUND.  IT
 NA2161'IS ON THE SOUTH SLOPE OF THE HILL AND SOUTH-SOUTHEAST OF STATION.
 NA2161'
 NA2161'RM NO. 2 IS A STANDARD DISK STAMPED BUDINE NO 2 1940, SET IN
 NA2161'THE TOP OF A SQUARE CONCRETE MONUMENT, AND IS WEST OF STATION.
 NA2161'
 NA2161'TO REACH STATION FROM THE JUNCTION OF NY RTES. 206 AND 10, AT
 NA2161'WEST EDGE OF WALTON, GO NORTHERLY ON RTE. 206 FOR 3.7 MILES TO A
 NA2161'TRACK ROAD LEFT.  TURN SHARP LEFT AND GO SOUTH ON LEIGH ROAD,
 NA2161'UPHILL, FOR 0.4 MILE TO A T-ROAD LEFT, IN A SADDLE.  GO LEFT,
 NA2161'SOUTHEAST, ALONG RIDGE LINE FOR 0.25 MILE TO EDGE OF TIMBER.
 NA2161'FROM HERE WALK SOUTHEAST ABOUT 1/4-MILE TO TOP OF HILL AND
 NA2161'STATION.
 NA2161'
 NA2161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2161'3 MILES NORTHWEST OF WALTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1441 ***********************************************************************
 NC1441  DESIGNATION -  BUF CEN 1
 NC1441  PID         -  NC1441
 NC1441  STATE/COUNTY-  NY/ERIE
 NC1441  USGS QUAD   -  BUFFALO NE (1965)
 NC1441
 NC1441                         *CURRENT SURVEY CONTROL
 NC1441  ___________________________________________________________________
 NC1441* NAD 83(1996)-  42 53 52.65750(N)    078 48 13.02365(W)     ADJUSTED  
 NC1441* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 NC1441  ___________________________________________________________________
 NC1441  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 NC1441  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 NC1441
 NC1441  HORZ ORDER  -  SECOND
 NC1441
 NC1441.The horizontal coordinates were established by classical geodetic methods
 NC1441.and adjusted by the National Geodetic Survey in January 1999..
 NC1441
 NC1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1441
 NC1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1441
 NC1441.The geoid height was determined by GEOID03.
 NC1441
 NC1441;                    North         East     Units Scale Factor Converg.
 NC1441;SPC NY W     -   321,858.524   332,009.228   MT  0.99994148   -0 08 59.8
 NC1441;SPC NY W     - 1,055,964.17  1,089,266.94   sFT  0.99994148   -0 08 59.8
 NC1441;UTM  17      - 4,751,823.782   679,322.756   MT  0.99999561   +1 29 43.7
 NC1441
 NC1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1441!SPC NY W     -   0.99997479  x   0.99994148  =   0.99991627
 NC1441!UTM  17      -   0.99997479  x   0.99999561  =   0.99997040
 NC1441
 NC1441                          SUPERSEDED SURVEY CONTROL
 NC1441
 NC1441  NAD 83(1986)-  42 53 52.66355(N)    078 48 13.02083(W) AD(       ) 2
 NC1441  NAD 27      -  42 53 52.45437(N)    078 48 13.90156(W) AD(       ) 2
 NC1441  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 NC1441
 NC1441.Superseded values are not recommended for survey control.
 NC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1441.See file dsdata.txt to determine how the superseded data were derived.
 NC1441
 NC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7932351824(NAD 83)
 NC1441_MARKER: DD = SURVEY DISK
 NC1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1441_STAMPING: BUF-CEN 1 1972
 NC1441_MARK LOGO: NY-029
 NC1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1441+STABILITY: SURFACE MOTION
 NC1441
 NC1441  HISTORY     - Date     Condition        Report By
 NC1441  HISTORY     - 1972     MONUMENTED       NY-029
 NC1441  HISTORY     - 19910101 GOOD             HAYDEN
 NC1441  HISTORY     - 19910730 MARK NOT FOUND   USPSQD
 NC1441
 NC1441                          STATION DESCRIPTION
 NC1441
 NC1441'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1441'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 0.2 MILES WEST
 NC1441'OF THE NORTHWEST CORNER OF THE VILLAGE OF SLOAN.  IT IS ALSO 2
 NC1441'MILES SOUTHWEST OF INTERCHANGE 52 ON THE NY THRUWAY (INTERSTATE
 NC1441'90).
 NC1441'
 NC1441'TO REACH FROM BROADWAY (NY RET. 130) AND BAILEY AVE. (US RTE. 62)
 NC1441'IN BUFFALO, GO EAST ON BROADWAY FOR 0.55 MILES TO THE
 NC1441'ERIE-LACKAWANNA RAILROAD OVERPASS.  STATION IS AT TRACK LEVEL AT
 NC1441'THE NORTHEAST CORNER OF THE INTERSECTION.
 NC1441'
 NC1441'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1441'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1441'BUF-CEN-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1441'THE SAME.
 NC1441'
 NC1441'AZIMUTH TO WEST IS THE CENTERLINE OF THE GOLD CROSS ATOP THE
 NC1441'GRAY SHINGLED SPIRE OF ST. JOHN CANTIUS R.C. CHURCH ON
 NC1441'BROADWAY BETWEEN FILLMORE ST. AND BAILEY AVE. IN BUFFALO.  LINE OF
 NC1441'SIGHT FROM STATION IS ABOUT TWO FEET TO THE LEFT OF THE CENTER
 NC1441'OF A POWER LINE TOWER, AND TO THE RIGHT OF THE LINDE STACK.
 NC1441'
 NC1441'AZIMUTH TO NORTH NORTH EAST IS THE CENTERLINE OF THE GOLD
 NC1441'CROSS ATOP THE GREEN (COPPER) SPIRE AT THE VILLA MARIA ACADEMY
 NC1441'AT 240 PINE RIDGE ROAD IN THE TOWN OF CHEEKTOWAGA.  LINE OF
 NC1441'SIGHT FROM STATION IS JUST NORTHWEST OF A BRICK TOWER WITH FOUR
 NC1441'CROSSES ALSO LOCATED AT VILLA MARIA ACADEMY.
 NC1441'
 NC1441'DISTANCE AND DIRECTION FROM STATION
 NC1441'
 NC1441'RP-1 NORTHEAST CORNER OF BASE OF EAST RR BRIDGE WALL 3.98 FEET S
 NC1441'
 NC1441'RP-2 NORTHWEST CORNER OF BASE OF WEST RR BRIDGE WALL 39.77 FEET
 NC1441'SW
 NC1441'
 NC1441'RP-3 GAUGE FACE OF EAST RAIL OF EAST TRACK 9.51 FEET W
 NC1441'
 NC1441'RP-4 SOUTHEAST CORNER OF WEST RR BRIDGE GIRDER 54.30 FEET NW
 NC1441'
 NC1441'RP-5 SOUTHEAST CORNER OF EAST RR BRIDGE GIRDER 42.71 FEET NW
 NC1441
 NC1441                          STATION RECOVERY (1991)
 NC1441
 NC1441'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1441'BUF-CEN 1 1972 IS IN GOOD CONDITION.  ST JOHN CANTIUS CHURCH SPIRE IS
 NC1441'IS IN GOOD CONDITION AND VILLA MARIA ACADEMY SPIRE IS IN GOOD
 NC1441'CONDITION.
 NC1441
 NC1441                          STATION RECOVERY (1991)
 NC1441
 NC1441'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1487 ***********************************************************************
 NC1487  DESIGNATION -  BUF CEN 3
 NC1487  PID         -  NC1487
 NC1487  STATE/COUNTY-  NY/ERIE
 NC1487  USGS QUAD   -  BUFFALO SE (1965)
 NC1487
 NC1487                         *CURRENT SURVEY CONTROL
 NC1487  ___________________________________________________________________
 NC1487* NAD 83(1996)-  42 52 23.42099(N)    078 49 56.43504(W)     ADJUSTED  
 NC1487* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 NC1487  ___________________________________________________________________
 NC1487  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 NC1487  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 NC1487
 NC1487  HORZ ORDER  -  SECOND
 NC1487
 NC1487.The horizontal coordinates were established by classical geodetic methods
 NC1487.and adjusted by the National Geodetic Survey in January 1999..
 NC1487
 NC1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1487
 NC1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1487
 NC1487.The geoid height was determined by GEOID03.
 NC1487
 NC1487;                    North         East     Units Scale Factor Converg.
 NC1487;SPC NY W     -   319,111.532   329,655.061   MT  0.99994259   -0 10 09.9
 NC1487;SPC NY W     - 1,046,951.75  1,081,543.31   sFT  0.99994259   -0 10 09.9
 NC1487;UTM  17      - 4,749,010.203   677,048.306   MT  0.99998564   +1 28 30.7
 NC1487
 NC1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1487!SPC NY W     -   0.99997588  x   0.99994259  =   0.99991847
 NC1487!UTM  17      -   0.99997588  x   0.99998564  =   0.99996152
 NC1487
 NC1487:                Primary Azimuth Mark                     Grid Az
 NC1487:SPC NY W     -  BUF CEN 3 AZ MK B                        027 50 27.3
 NC1487:UTM  17      -  BUF CEN 3 AZ MK B                        026 11 46.7
 NC1487
 NC1487|---------------------------------------------------------------------|
 NC1487| PID    Reference Object                     Distance      Geod. Az  |
 NC1487|                                                           dddmmss.s |
 NC1487| CZ9797 BUF CEN 3 AZ MK B                                  0274017.4 |
 NC1487| CZ9796 BUF CEN 3 AZ MK A                                  2101351.5 |
 NC1487| NC1496 BUFFALO RAD STA WSYL TOWER          APPROX. 1.5 KM 2774218.0 |
 NC1487|---------------------------------------------------------------------|
 NC1487
 NC1487                          SUPERSEDED SURVEY CONTROL
 NC1487
 NC1487  NAD 83(1986)-  42 52 23.42699(N)    078 49 56.43210(W) AD(       ) 2
 NC1487  NAD 27      -  42 52 23.21784(N)    078 49 57.31036(W) AD(       ) 2
 NC1487  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 NC1487
 NC1487.Superseded values are not recommended for survey control.
 NC1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1487.See file dsdata.txt to determine how the superseded data were derived.
 NC1487
 NC1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7704849010(NAD 83)
 NC1487_MARKER: DD = SURVEY DISK
 NC1487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC1487_SP_SET: BRIDGE
 NC1487_STAMPING: BUF CEN 3 1972
 NC1487_MARK LOGO: NY-029
 NC1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC1487
 NC1487  HISTORY     - Date     Condition        Report By
 NC1487  HISTORY     - 1972     MONUMENTED       NY-029
 NC1487  HISTORY     - 19970418 GOOD             LOCENG
 NC1487
 NC1487                          STATION DESCRIPTION
 NC1487
 NC1487'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1487'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 1 MILE SOUTH
 NC1487'OF THE MAIN POST OFFICE.  IT IS ALSO ABOUT 2 MILES WEST OF
 NC1487'INTERCHANGE 53 ON THE NY THRUWAY (INTERSTATE 90) AND 0.4 MILES
 NC1487'NORTHWEST OF THE NIAGARA THRUWAY (INTERSTATE 190) CROSSING AT
 NC1487'SENECA ST.
 NC1487'
 NC1487'TO REACH FROM CLINTON ST. (NY RTE. 354) AND BAILEY AVE. (US
 NC1487'RTE. 62) IN BUFFALO, GO NORTHWEST ON CLINTON ST. FOR 0.6 MILES
 NC1487'TO BABCOCK ST.  TURN LEFT AND GO SOUTHWEST ON BABCOCK ST. FOR
 NC1487'0.2 MILES TO STATION ON LEFT IN SIDEWALK NEAR JOINT OVER BRIDGE
 NC1487'CENTER PIER.
 NC1487'
 NC1487'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1487'IN THE EAST BRIDGE WALK OVER THE CENTER PIER.  THE DISK IS
 NC1487'STAMPED BUF-CEN-3 1972.  NO UNDERGROUND DISK WAS ESTABLISHED.
 NC1487'
 NC1487'AZIMUTH TO WEST NORTH WEST IS THE CENTERLINE OF THE LIGHT
 NC1487'ATOP THE MAST OF BUFFALO RADIO STA. WYSL LOCATED AT 189 VAN
 NC1487'RESSLER ST. IN BUFFALO.
 NC1487'
 NC1487'DISTANCE AND DIRECTION FROM STATION
 NC1487'
 NC1487'RP-1 JOINT IN EAST SIDEWALK OVER CENTER PIER 1.05 FEET N
 NC1487'
 NC1487'RP-2 EAST EDGE OF BRIDGE OVER RAILROAD YARD 3.24 FEET E
 NC1487'
 NC1487'RP-3 EAST EDGE OF CONCRETE AT BASE OF BRIDGE GIRDER BRIDGE
 NC1487'IS OVER THE PENN-CENTRAL RAILROAD YARDS 2.31 FEET W
 NC1487'
 NC1487'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1487'IN THE CONCRETE SIDEWALK AT THE NORTH CORNER OF THE INTERSECTION
 NC1487'OF SENECA ST. AND BABCOCK ST.  THE DISK IS STAMPED BUF-CEN-3 AZ. A
 NC1487'1972.
 NC1487'
 NC1487'TO REACH FROM BUF-CEN-3, GO SOUTHWEST ON BABCOCK ST. FOR 0.2
 NC1487'MILES TO SENECA ST. AND STATION ON RIGHT AS DESCRIBED.
 NC1487'
 NC1487'DISTANCE AND DIRECTION FROM STATION
 NC1487'
 NC1487'RP-1 CENTERLINE OF BABCOCK ST.  25.0 FEET SE
 NC1487'
 NC1487'RP-2 CENTERLINE OF SENECA ST.  30.0 FEET SW
 NC1487'
 NC1487'RP-3 FACE OF ROUNDED CURBLINE 5.3 FEET S
 NC1487'
 NC1487'RP-4 EDGE OF TRAFFIC LIGHT SUPPORT POLE 11.5 FEET NE
 NC1487'
 NC1487'RP-5 SOUTH CORNER OF STEPS TO THE BABCOCK GRILLE, BUILDING
 NC1487'NO. 1192 8.6 FEET NW
 NC1487'
 NC1487'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1487'IN THE CONCRETE WALK AT THE SOUTHEAST CORNER OF CLINTON ST.  (NY
 NC1487'RTE 354) AND BABCOCK ST.  THE DISK IS STAMPED BUF-CEN-3 AZ. B 1972.
 NC1487'
 NC1487'TO REACH FROM BUF-CEN-3, GO NORTHEAST ON BABCOCK ST. FOR 0.2
 NC1487'MILES TO CLINTON ST. AND STATION ON RIGHT AS DESCRIBED.
 NC1487'
 NC1487'DISTANCE AND DIRECTION FROM STATION
 NC1487'
 NC1487'RP-1 CENTERLINE OF CLINTON ST.  29.0 FEET NE
 NC1487'
 NC1487'RP-2 CENTERLINE OF BABCOCK ST.  27.0 FEET NW
 NC1487'
 NC1487'RP-3 FACE OF ROUNDED CURB ON CLINTON ST.  5.3 FEET N
 NC1487'
 NC1487'RP-4 NORTH CORNER OF BUILDING NO. 1221 32.6 FEET S
 NC1487'
 NC1487'RP-5 CENTER OF MANHOLE IN BABCOCK ST.  26.3 FEET NW
 NC1487
 NC1487                          STATION RECOVERY (1997)
 NC1487
 NC1487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (DFS)
 NC1487'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1438 ***********************************************************************
 NC1438  DESIGNATION -  BUF CEN 4
 NC1438  PID         -  NC1438
 NC1438  STATE/COUNTY-  NY/ERIE
 NC1438  USGS QUAD   -  BUFFALO NE (1965)
 NC1438
 NC1438                         *CURRENT SURVEY CONTROL
 NC1438  ___________________________________________________________________
 NC1438* NAD 83(1996)-  42 54 20.72140(N)    078 50 23.16665(W)     ADJUSTED  
 NC1438* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 NC1438  ___________________________________________________________________
 NC1438  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 NC1438  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC1438
 NC1438  HORZ ORDER  -  SECOND
 NC1438
 NC1438.The horizontal coordinates were established by classical geodetic methods
 NC1438.and adjusted by the National Geodetic Survey in January 1999..
 NC1438
 NC1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1438
 NC1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1438
 NC1438.The geoid height was determined by GEOID03.
 NC1438
 NC1438;                    North         East     Units Scale Factor Converg.
 NC1438;SPC NY W     -   322,732.843   329,059.401   MT  0.99994289   -0 10 28.5
 NC1438;SPC NY W     - 1,058,832.67  1,079,589.05   sFT  0.99994289   -0 10 28.5
 NC1438;UTM  17      - 4,752,613.070   676,348.900   MT  0.99998260   +1 28 15.8
 NC1438
 NC1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1438!SPC NY W     -   0.99997479  x   0.99994289  =   0.99991769
 NC1438!UTM  17      -   0.99997479  x   0.99998260  =   0.99995740
 NC1438
 NC1438:                Primary Azimuth Mark                     Grid Az
 NC1438:SPC NY W     -  BUF CEN 4 AZ MK A                        172 15 32.7
 NC1438:UTM  17      -  BUF CEN 4 AZ MK A                        170 36 48.4
 NC1438
 NC1438|---------------------------------------------------------------------|
 NC1438| PID    Reference Object                     Distance      Geod. Az  |
 NC1438|                                                           dddmmss.s |
 NC1438| CZ9798 BUF CEN 4 AZ MK A                                  1720504.2 |
 NC1438|---------------------------------------------------------------------|
 NC1438
 NC1438                          SUPERSEDED SURVEY CONTROL
 NC1438
 NC1438  NAD 83(1986)-  42 54 20.72740(N)    078 50 23.16383(W) AD(       ) 2
 NC1438  NAD 27      -  42 54 20.51918(N)    078 50 24.03991(W) AD(       ) 2
 NC1438  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 NC1438
 NC1438.Superseded values are not recommended for survey control.
 NC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1438.See file dsdata.txt to determine how the superseded data were derived.
 NC1438
 NC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7634952613(NAD 83)
 NC1438_MARKER: DD = SURVEY DISK
 NC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1438
 NC1438  HISTORY     - Date     Condition        Report By
 NC1438  HISTORY     - 1973     MONUMENTED       NY-029
 NC1438
 NC1438                          STATION DESCRIPTION
 NC1438
 NC1438'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1438'STATION IS LOCATED IN THE CITY OF BUFFALO IN HUMBOLDT PARK ON
 NC1438'THE NORTH SIDE OF THE POND.  IT IS ALSO 0.3 MILES EAST OF THE
 NC1438'KENSINGTON EXPRESSWAY (NY RTE 33) AND 0.15 MILES NORTH OF
 NC1438'WALDEN AVE.
 NC1438'
 NC1438'TO REACH FROM WALDEN AVE. AND FILLMORE ST. IN BUFFALO JUST
 NC1438'NORTH OF GENESEE ST., GO NORTH ON FILLMORE ST. FOR 0.15 MILES
 NC1438'TO HUMBOLDT PARK DRIVE ON THE LEFT.  TURN LEFT AND GO WEST ON
 NC1438'HUMBOLDT PARK DRIVE FOR ABOUT 200 FEET AND STATION ON LEFT NEAR
 NC1438'STEPS LEADING TO POND.
 NC1438'
 NC1438'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1438'CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1438'BUF-CEN-4 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1438'THE SAME.
 NC1438'
 NC1438'SECOND AZIMUTH TO SOUTH IS THE CENTERLINE OF THE EAST CROSS ATOP
 NC1438'ST. STANISLAUS R.C. CHURCH AT PECKHAM ST. AND WILSON ST. IN
 NC1438'BUFFALO.
 NC1438'
 NC1438'THIRD AZIMUTH TO SOUTH IS THE CENTERLINE OF THE WEST CROSS ATOP
 NC1438'THE ABOVE MENTIONED CHURCH.  BOTH CROSSES ARE GOLD COLORED AND
 NC1438'ARE ATOP TWIN GREEN (COPPER) ROOFED STONE TOWERS ON ST. STANISLAUS
 NC1438'CHURCH.
 NC1438'
 NC1438'DISTANCE AND DIRECTION FROM STATION
 NC1438'
 NC1438'RP-1 CENTER OF THREE PUNCH MARKS ON LAMP POST 29.22 FEET N
 NC1438'
 NC1438'RP-2 SOUTHWEST CORNER OF RIM OF BPD MANHOLE 66.11 FEET NE
 NC1438'
 NC1438'RP-3 PK NAIL IN CENTERLINE OF BLACKTOP OPPOSITE CATCH
 NC1438'BASIN 83.25 FEET SE
 NC1438'
 NC1438'RP-4 TOP CENTER OF GRANITE POST AT EAST SIDE OF STEPS TO
 NC1438'POND 71.55 FEET SW
 NC1438'
 NC1438'RP-5 CENTERLINE OF HUMBOLDT PARK DRIVE 48.0 FEET N
 NC1438'
 NC1438'RP-6 NORTHEAST EDGE OF ROUNDED BLACKTOP PAVING 9.6 FEET SW
 NC1438'
 NC1438'RP-7 EDGE OF 18 IN DIA. ELM TREE 20.2 FEET E
 NC1438'
 NC1438'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 NC1438'THE CONCRETE SIDEWALK AT THE NORTHEAST CORNER OF GENESEE
 NC1438'ST. AND FILLMORE STREET.  THE DISK IS STAMPED BUF-CEN-4 AZ. A 1972.
 NC1438'
 NC1438'TO REACH FROM BUF-CEN-4, GO SOUTH ON FILLMORE ST. FOR 0.2 MILES
 NC1438'TO GENESEE ST. AND STATION ON LEFT AS DESCRIBED.
 NC1438'
 NC1438'DISTANCE AND DIRECTION FROM STATION
 NC1438'
 NC1438'RP-1 CENTERLINE OF GENESEE ST.  31.0 FEET SE
 NC1438'
 NC1438'RP-2 CENTERLINE OF FILLMORE ST.  42.0 FEET W
 NC1438'
 NC1438'RP-3 FACE OF CURB ON NORTH SIDE OF GENESEE ST.  7.9 FEET SE
 NC1438'
 NC1438'RP-4 FACE OF EXTENDED CURB ON EAST SIDE OF FILLMORE
 NC1438'ST.  17.1 FT. W
 NC1438'
 NC1438'RP-5 SOUTHWEST CORNER OF BASE OF MOBIL SIGN POST 14.8 FEET NE
 NC1438'
 NC1438'RP-6 SOUTHEAST CORNER OF MOBIL STA. BLACKTOP PAVING 9.0 FEET NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1522 ***********************************************************************
 NC1522  DESIGNATION -  BUF CRU 1
 NC1522  PID         -  NC1522
 NC1522  STATE/COUNTY-  NY/ERIE
 NC1522  USGS QUAD   -  BUFFALO NW (1965)
 NC1522
 NC1522                         *CURRENT SURVEY CONTROL
 NC1522  ___________________________________________________________________
 NC1522* NAD 83(1996)-  42 57 40.18946(N)    078 53 32.74140(W)     ADJUSTED  
 NC1522* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 NC1522  ___________________________________________________________________
 NC1522  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 NC1522  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 NC1522
 NC1522  HORZ ORDER  -  SECOND
 NC1522
 NC1522.The horizontal coordinates were established by classical geodetic methods
 NC1522.and adjusted by the National Geodetic Survey in January 1999..
 NC1522
 NC1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1522
 NC1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1522
 NC1522.The geoid height was determined by GEOID03.
 NC1522
 NC1522;                    North         East     Units Scale Factor Converg.
 NC1522;SPC NY W     -   328,902.245   324,781.808   MT  0.99994532   -0 12 38.3
 NC1522;SPC NY W     - 1,079,073.45  1,065,554.98   sFT  0.99994532   -0 12 38.3
 NC1522;UTM  17      - 4,758,657.194   671,895.681   MT  0.99996352   +1 26 12.0
 NC1522
 NC1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1522!SPC NY W     -   0.99999239  x   0.99994532  =   0.99993771
 NC1522!UTM  17      -   0.99999239  x   0.99996352  =   0.99995591
 NC1522
 NC1522:                Primary Azimuth Mark                     Grid Az
 NC1522:SPC NY W     -  BUF CRU 1 AZ MK A                        095 51 59.2
 NC1522:UTM  17      -  BUF CRU 1 AZ MK A                        094 13 08.9
 NC1522
 NC1522|---------------------------------------------------------------------|
 NC1522| PID    Reference Object                     Distance      Geod. Az  |
 NC1522|                                                           dddmmss.s |
 NC1522| CZ9799 BUF CRU 1 AZ MK A                                  0953920.9 |
 NC1522|---------------------------------------------------------------------|
 NC1522
 NC1522                          SUPERSEDED SURVEY CONTROL
 NC1522
 NC1522  NAD 83(1986)-  42 57 40.19550(N)    078 53 32.73880(W) AD(       ) 2
 NC1522  NAD 27      -  42 57 39.98961(N)    078 53 33.60602(W) AD(       ) 2
 NC1522  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 NC1522
 NC1522.Superseded values are not recommended for survey control.
 NC1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1522.See file dsdata.txt to determine how the superseded data were derived.
 NC1522
 NC1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7189658657(NAD 83)
 NC1522_MARKER: DD = SURVEY DISK
 NC1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1522_STAMPING: BUF CRU 1 1972
 NC1522_MARK LOGO: NY-029
 NC1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1522+STABILITY: SURFACE MOTION
 NC1522
 NC1522  HISTORY     - Date     Condition        Report By
 NC1522  HISTORY     - 1972     MONUMENTED       NY-029
 NC1522  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 NC1522  HISTORY     - 19920101 GOOD             HAYDEN
 NC1522
 NC1522                          STATION DESCRIPTION
 NC1522
 NC1522'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1522'STATION IS LOCATED IN THE EXTREME NORTHWEST CORNER OF THE CITY
 NC1522'OF BUFFALO, 1 MILES NORTHEAST OF THE NIAGARA RIVER.  IT IS ALSO
 NC1522'2 MILES SOUTHEAST OF THE JUNCTION OF THE YOUNGMANN EXPRESSWAY
 NC1522'(INTERSTATE 290) AND THE NIAGARA THRUWAY (INTERSTATE 190).
 NC1522'
 NC1522'TO REACH FROM THE INTERSECTION OF SHERIDAN DRIVE (NY RTE. 324)
 NC1522'AND MILITARY ROAD (NY RTE. 265), GO SOUTH ON MILITARY ROAD FOR
 NC1522'1.4 MILES TO KENMORE AVE.  TURN RIGHT AND GO WEST ON KENMORE
 NC1522'AVE. FOR 0.25 MILES TO STATION ON LEFT AT THE SOUTHEAST CORNER
 NC1522'OF THE CROSSING OF THE PENN-CENTRAL RAILROAD.
 NC1522'
 NC1522'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1522'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1522'BUF-CRU-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1522'THE SAME.
 NC1522'
 NC1522'AZIMUTH TO EAST WAS THE CENTERLINE OF THE STEM ON TOP OF THE
 NC1522'BALL ATOP THE WATER TANK OF THE KENMORE DEPT. OF PUBLIC WORKS
 NC1522'AT ELMWOOD AVE. AND MANG ST. IN THE VILLAGE OF KENMORE.
 NC1522'
 NC1522'STATION IS INTERVISIBLE WITH CRUICKSHANK 1972.
 NC1522'
 NC1522'DISTANCE AND DIRECTION FROM STATION
 NC1522'
 NC1522'RP-1 CHISELED CROSS ON NORTHWEST CORNER OF STEEL AT THE
 NC1522'NORTH END OF THE EAST RR BRIDGE WALL 68.61 FEET N
 NC1522'
 NC1522'RP-2 CHISELED CROSS ON SOUTHWEST CORNER OF STEEL AT THE
 NC1522'SOUTH END OF THE EAST RR BRIDGE WALL 12.49 FEET NE
 NC1522'
 NC1522'RP-3 NORTHWEST CORNER OF BUILDING OF SENECA STEEL SERVICE 88.54
 NC1522'FEET SE
 NC1522'
 NC1522'RP-4 EAST RAIL OF EAST RR TRACK 12.4 FEET W
 NC1522'
 NC1522'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1522'IN THE TOP OF THE CURB ON THE EAST SIDE OF MILITARY RD. AND NEAR
 NC1522'THE CENTERLINE OF KENMORE AVE. EXTENDED.  THE DISK IS STAMPED
 NC1522'BUF-CRU-1 AZ. 1972.
 NC1522'
 NC1522'TO REACH FROM BUF-CRU-1, GO EAST ON KENMORE AVE. FOR 0.25 MILES
 NC1522'TO MILITARY ROAD AND STATION AS DESCRIBED ABOVE.
 NC1522'
 NC1522'DISTANCE AND DIRECTION FROM STATION
 NC1522'
 NC1522'RP-1 CENTERLINE OF KENMORE AVE. EXTENDED 2.0 FEET N
 NC1522'
 NC1522'RP-2 NEAR EDGE OF POLE NO. NYT 867 4.1 FEET SE
 NC1522
 NC1522                          STATION RECOVERY (1991)
 NC1522
 NC1522'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1522'MARK NOT FOUND.
 NC1522
 NC1522                          STATION RECOVERY (1992)
 NC1522
 NC1522'RECOVERY NOTE BY HAYDEN-WEGMAN 1992 (RHF)
 NC1522'STATION MARK FOUND IN GOOD CONDITION, BUT AZIMUTH MARKS ARE NO LONGER
 NC1522'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1480 ***********************************************************************
 NC1480  DESIGNATION -  BUF KEA 1
 NC1480  PID         -  NC1480
 NC1480  STATE/COUNTY-  NY/ERIE
 NC1480  USGS QUAD   -  BUFFALO SE (1965)
 NC1480
 NC1480                         *CURRENT SURVEY CONTROL
 NC1480  ___________________________________________________________________
 NC1480* NAD 83(1996)-  42 50 14.68853(N)    078 49 26.08783(W)     ADJUSTED  
 NC1480* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NC1480  ___________________________________________________________________
 NC1480  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 NC1480  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NC1480
 NC1480  HORZ ORDER  -  SECOND
 NC1480
 NC1480.The horizontal coordinates were established by classical geodetic methods
 NC1480.and adjusted by the National Geodetic Survey in January 1999..
 NC1480
 NC1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1480
 NC1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1480
 NC1480.The geoid height was determined by GEOID03.
 NC1480
 NC1480;                    North         East     Units Scale Factor Converg.
 NC1480;SPC NY W     -   315,137.309   330,332.458   MT  0.99994226   -0 09 48.9
 NC1480;SPC NY W     - 1,033,912.99  1,083,765.74   sFT  0.99994226   -0 09 48.9
 NC1480;UTM  17      - 4,745,056.874   677,839.484   MT  0.99998910   +1 28 47.8
 NC1480
 NC1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1480!SPC NY W     -   0.99997728  x   0.99994226  =   0.99991954
 NC1480!UTM  17      -   0.99997728  x   0.99998910  =   0.99996638
 NC1480
 NC1480:                Primary Azimuth Mark                     Grid Az
 NC1480:SPC NY W     -  BUF KEA 1 AZ MK A                        000 31 09.2
 NC1480:UTM  17      -  BUF KEA 1 AZ MK A                        358 52 32.5
 NC1480
 NC1480|---------------------------------------------------------------------|
 NC1480| PID    Reference Object                     Distance      Geod. Az  |
 NC1480|                                                           dddmmss.s |
 NC1480| CZ9800 BUF KEA 1 AZ MK A                                  0002120.3 |
 NC1480|---------------------------------------------------------------------|
 NC1480
 NC1480                          SUPERSEDED SURVEY CONTROL
 NC1480
 NC1480  NAD 83(1986)-  42 50 14.69455(N)    078 49 26.08476(W) AD(       ) 2
 NC1480  NAD 27      -  42 50 14.48428(N)    078 49 26.96547(W) AD(       ) 2
 NC1480  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NC1480
 NC1480.Superseded values are not recommended for survey control.
 NC1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1480.See file dsdata.txt to determine how the superseded data were derived.
 NC1480
 NC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7783945057(NAD 83)
 NC1480_MARKER: DD = SURVEY DISK
 NC1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1480
 NC1480  HISTORY     - Date     Condition        Report By
 NC1480  HISTORY     - 1972     MONUMENTED       NY-029
 NC1480  HISTORY     - 20041209 MARK NOT FOUND   NYDT
 NC1480
 NC1480                          STATION DESCRIPTION
 NC1480
 NC1480'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1480'STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF BUFFALO
 NC1480'ABOUT 0.4 MILES NORTH OF BUFFALOS SOUTH PARK AND THE LACKAWANNA
 NC1480'CITY LINE, 1.7 MILES EAST OF LAKE ERIE, AND 1.6 MILES SOUTH OF THE
 NC1480'BUFFALO RIVER.
 NC1480'
 NC1480'TO REACH FROM SOUTH PARK AVENUE (U.S. RTE. 62) AT THE
 NC1480'BUFFALO-LACKAWANNA CITY LINE, GO NORTH ON SOUTH PARK AVENUE 0.4
 NC1480'MILES TO STATION ON THE LEFT, JUST PAST MARILLA STREET.
 NC1480'
 NC1480'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1480'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1480'BUF-KEA-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1480'THE SAME.
 NC1480'
 NC1480'AZIMUTH TO SOUTH IS THE CENTERLINE OF THE CROSS ATOP THE DOMED
 NC1480'BELL TOWER OF THE ADMINISTRATION BUILDING OF OUR LADY OF VICTORY
 NC1480'BASILICA, AT THE NORTHEAST CORNER OF RIDGE ROAD AND SOUTH PARK
 NC1480'AVENUE (NOT TO BE CONFUSED WITH THE MAIN DOME OF OUR LADY OF
 NC1480'VICTORY BASILICA AT THE SOUTHEAST CORNER OF THE SAME
 NC1480'INTERSECTION), IN THE CITY OF LACKAWANNA.
 NC1480'
 NC1480'DISTANCE AND DIRECTION FROM STATION
 NC1480'
 NC1480'RP-1 FACE OF WEST CURB OF SOUTH PARK AVENUE 2.08 FEET E
 NC1480'
 NC1480'RP-2 NORTH EDGE OF BASE OF LIGHT POLE NO. 2249 30.37 FEET S
 NC1480'
 NC1480'RP-3 NORTH EDGE OF CONCRETE SIDEWALK 1.26 FEET S
 NC1480'
 NC1480'RP-4 SOUTHEAST CORNER OF BRICK AT NORTH SIDE OF ENTRANCE TO
 NC1480'SOUTH PARK ELECTRIC COMPANY 32.22 FEET SW
 NC1480'
 NC1480'RP-5 CORNER OF BRICK AT NORTHEAST CORNER OF SOUTH PARK
 NC1480'ELECTRIC COMPANY BUILDING 7.10 FEET W
 NC1480'
 NC1480'RP-6 EAST EDGE OF CONCRETE SIDEWALK 0.87 FEET W
 NC1480'
 NC1480'RP-7 SOUTHEAST EDGE OF RIM OF TELEPHONE MANHOLE 9.64 FEET NW
 NC1480'
 NC1480'RP-8 CENTERLINE OF SOUTH PARK AVENUE 24.5 FEET E
 NC1480'
 NC1480'RP-9 CENTERLINE OF MARILLA STREET 64 FEET S
 NC1480'
 NC1480'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN CONCRETE
 NC1480'SIDEWALK, FLUSH.  THE DISK IS STAMPED BUF-KEA-1 AZ. A 1972.
 NC1480'
 NC1480'TO REACH FROM BUF-KEA-1, GO NORTH ON SOUTH PARK AVENUE 0.2
 NC1480'MILES TO HARDING AVENUE ON RIGHT AND STATION ON LEFT.
 NC1480'
 NC1480'DISTANCE AND DIRECTION FROM STATION
 NC1480'
 NC1480'RP-1 EXTENDED CENTERLINE OF HARDING AVENUE 4.0 FEET N
 NC1480'
 NC1480'RP-2 FACE OF WEST CURB OF SOUTH PARK AVENUE 7.5 FEET E
 NC1480'
 NC1480'RP-3 INSIDE CORNER OF CONCRETE SIDEWALK 1.9 FEET N
 NC1480'
 NC1480'RP-4 NORTHEAST CORNER OF VANOTT MACHINE CORPORATION CONCRETE
 NC1480'BLOCK BUILDING 2.9 FEET NW
 NC1480'
 NC1480'RP-5 NORTH CORNER OF TRUCK ENTRANCE 2.8 FEET SW
 NC1480
 NC1480                          STATION RECOVERY (2004)
 NC1480
 NC1480'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (KJT)
 NC1480'CONCRETE SIDEWALK WHERE MARK USED TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1468 ***********************************************************************
 NC1468  DESIGNATION -  BUF KEA 2 1972
 NC1468  PID         -  NC1468
 NC1468  STATE/COUNTY-  NY/ERIE
 NC1468  USGS QUAD   -  BUFFALO SE (1965)
 NC1468
 NC1468                         *CURRENT SURVEY CONTROL
 NC1468  ___________________________________________________________________
 NC1468* NAD 83(1996)-  42 50 43.95576(N)    078 50 27.94455(W)     ADJUSTED  
 NC1468* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 NC1468  ___________________________________________________________________
 NC1468  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 NC1468  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NC1468
 NC1468  HORZ ORDER  -  SECOND
 NC1468
 NC1468.The horizontal coordinates were established by classical geodetic methods
 NC1468.and adjusted by the National Geodetic Survey in January 1999..
 NC1468
 NC1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1468
 NC1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1468
 NC1468.The geoid height was determined by GEOID03.
 NC1468
 NC1468;                    North         East     Units Scale Factor Converg.
 NC1468;SPC NY W     -   316,044.542   328,930.548   MT  0.99994296   -0 10 31.0
 NC1468;SPC NY W     - 1,036,889.47  1,079,166.31   sFT  0.99994296   -0 10 31.0
 NC1468;UTM  17      - 4,745,923.560   676,412.066   MT  0.99998288   +1 28 06.5
 NC1468
 NC1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1468!SPC NY W     -   0.99999187  x   0.99994296  =   0.99993483
 NC1468!UTM  17      -   0.99999187  x   0.99998288  =   0.99997475
 NC1468
 NC1468:                Primary Azimuth Mark                     Grid Az
 NC1468:SPC NY W     -  LACKAWANNA LADY BASILICA DO              147 46 51.9
 NC1468:UTM  17      -  LACKAWANNA LADY BASILICA DO              146 08 14.4
 NC1468
 NC1468|---------------------------------------------------------------------|
 NC1468| PID    Reference Object                     Distance      Geod. Az  |
 NC1468|                                                           dddmmss.s |
 NC1468| NC1472 LACKAWANNA LADY BASILICA DO         APPROX. 2.7 KM 1473620.9 |
 NC1468| NC1494 LACKAWANNA ST BARBARAS CH DO        APPROX. 2.3 KM 1610148.6 |
 NC1468|---------------------------------------------------------------------|
 NC1468
 NC1468                          SUPERSEDED SURVEY CONTROL
 NC1468
 NC1468  NAD 83(1986)-  42 50 43.96171(N)    078 50 27.94154(W) AD(       ) 2
 NC1468  NAD 27      -  42 50 43.75212(N)    078 50 28.81988(W) AD(       ) 2
 NC1468  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 NC1468
 NC1468.Superseded values are not recommended for survey control.
 NC1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1468.See file dsdata.txt to determine how the superseded data were derived.
 NC1468
 NC1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7641245924(NAD 83)
 NC1468_MARKER: DD = SURVEY DISK
 NC1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1468+STABILITY: SURFACE MOTION
 NC1468
 NC1468  HISTORY     - Date     Condition        Report By
 NC1468  HISTORY     - 1972     MONUMENTED       NY-029
 NC1468
 NC1468                          STATION DESCRIPTION
 NC1468
 NC1468'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1468'STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF BUFFALO
 NC1468'ABOUT 0.9 MILES NORTH OF LACKAWANNA CITY LINE, 1.0 MILES EAST
 NC1468'OF LAKE ERIE, AND 0.8 MILES SOUTH OF THE BUFFALO RIVER.
 NC1468'
 NC1468'TO REACH FROM SOUTH PARK AVENUE (U.S. RTE. 62) AT THE
 NC1468'BUFFALO-LACKAWANNA CITY LINE, GO NORTH ON SOUTH PARK AVENUE
 NC1468'1.0 MILES, THEN TURN LEFT AND GO WEST ON TIFFT STREET 0.9 MILES,
 NC1468'TO EAST END OF BRIDGE OVER RAILROAD YARDS AND STATION ON THE
 NC1468'RIGHT.  THE STATION IS ALSO 1.0 MILES EAST ALONG TIFFT STREET
 NC1468'FROM N.Y. RTE. 5.
 NC1468'
 NC1468'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1468'CONCRETE POST.  THE DISK IS STAMPED BUF-KEA-2 1972.  AN
 NC1468'UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1468'
 NC1468'AZIMUTH TO THE SOUTHEAST IS THE CENTERINE OF THE CROSS ATOP
 NC1468'THE LARGE GREEN DOME OF OUR LADY OF VICTORY BASILICA, AT THE
 NC1468'SOUTHEAST CORNER OF RIDGE ROAD AND SOUTH PARK AVENUE, IN THE
 NC1468'CITY OF LACKAWANNA.
 NC1468'
 NC1468'AZIMUTH TO THE SOUTH-SOUTHEAST IS THE CENTERLINE OF THE CROSS
 NC1468'ATOP THE YELLOW BRICK BELFRY OF ST. BARBARAS R.C. CHURCH AT THE
 NC1468'SOUTHEAST CORNER OF RIDGE ROAD AND CENTER STREET, IN THE CITY OF
 NC1468'LACKAWANNA.
 NC1468'
 NC1468'DISTANCE AND DIRECTION FROM STATION
 NC1468'
 NC1468'RP-1 PK NAIL IN POLE NO. NM 456 34.42 FEET NE
 NC1468'
 NC1468'RP-2 FACE OF NW CURB OF TIFFT STREET 8.48 FEET SE
 NC1468'
 NC1468'RP-3 NORTH CORNER OF CONCRETE SIDEWALK OF BRIDGE 10.09 FEET SW
 NC1468'
 NC1468'RP-4 CENTERLINE OF TIFFT STREET 27.0 FEET SE
 NC1468'
 NC1468'RP-5 GUARDRAIL 1.7 FEET SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1473 ***********************************************************************
 NC1473  DESIGNATION -  BUF KEA 3
 NC1473  PID         -  NC1473
 NC1473  STATE/COUNTY-  NY/ERIE
 NC1473  USGS QUAD   -  BUFFALO SE (1965)
 NC1473
 NC1473                         *CURRENT SURVEY CONTROL
 NC1473  ___________________________________________________________________
 NC1473* NAD 83(1996)-  42 51 37.62364(N)    078 50 19.73030(W)     ADJUSTED  
 NC1473* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 NC1473  ___________________________________________________________________
 NC1473  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 NC1473  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 NC1473
 NC1473  HORZ ORDER  -  SECOND
 NC1473
 NC1473.The horizontal coordinates were established by classical geodetic methods
 NC1473.and adjusted by the National Geodetic Survey in January 1999..
 NC1473
 NC1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1473
 NC1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1473
 NC1473.The geoid height was determined by GEOID03.
 NC1473
 NC1473;                    North         East     Units Scale Factor Converg.
 NC1473;SPC NY W     -   317,699.971   329,122.079   MT  0.99994286   -0 10 25.6
 NC1473;SPC NY W     - 1,042,320.65  1,079,794.69   sFT  0.99994286   -0 10 25.6
 NC1473;UTM  17      - 4,747,583.869   676,556.031   MT  0.99998350   +1 28 13.6
 NC1473
 NC1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1473!SPC NY W     -   0.99997776  x   0.99994286  =   0.99992062
 NC1473!UTM  17      -   0.99997776  x   0.99998350  =   0.99996126
 NC1473
 NC1473:                Primary Azimuth Mark                     Grid Az
 NC1473:SPC NY W     -  BUF KEA 3 AZ MK A                        312 42 19.8
 NC1473:UTM  17      -  BUF KEA 3 AZ MK A                        311 03 40.6
 NC1473
 NC1473|---------------------------------------------------------------------|
 NC1473| PID    Reference Object                     Distance      Geod. Az  |
 NC1473|                                                           dddmmss.s |
 NC1473| CZ9801 BUF KEA 3 AZ MK A                                  3123154.2 |
 NC1473|---------------------------------------------------------------------|
 NC1473
 NC1473                          SUPERSEDED SURVEY CONTROL
 NC1473
 NC1473  NAD 83(1986)-  42 51 37.62963(N)    078 50 19.72732(W) AD(       ) 2
 NC1473  NAD 27      -  42 51 37.42031(N)    078 50 20.60535(W) AD(       ) 2
 NC1473  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 NC1473
 NC1473.Superseded values are not recommended for survey control.
 NC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1473.See file dsdata.txt to determine how the superseded data were derived.
 NC1473
 NC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7655647584(NAD 83)
 NC1473_MARKER: DD = SURVEY DISK
 NC1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1473
 NC1473  HISTORY     - Date     Condition        Report By
 NC1473  HISTORY     - 1972     MONUMENTED       NY-029
 NC1473
 NC1473                          STATION DESCRIPTION
 NC1473
 NC1473'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1473'STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF BUFFALO ABOUT
 NC1473'1.3 MILES EAST OF LAKE ERIE AND 0.2 MILE SOUTH OF THE BUFFALO RIVER.
 NC1473'
 NC1473'TO REACH FROM SOUTH PARK AVENUE (U.S. RTE. 62) AT THE
 NC1473'BUFFALO-LACKAWANNA CITY LINE, GO NORTH ON SOUTH PARK AVENUE
 NC1473'1.2 MILES, THEN BEAR LEFT AND CONTINUE NORTH-NORTHWEST ON SOUTH
 NC1473'PARK AVENUE 0.6 MILE, THEN BEAR LEFT AND CONTINUE NORTHWEST ON
 NC1473'SOUTH PARK AVENUE 0.5 MILES TO REPUBLIC STEEL PARKING AREA AND
 NC1473'STATION ON RIGHT, ABOUT 100 FEET NORTHWEST OF SOUTHEAST DRIVE
 NC1473'TO PARKING AREA, AND 0.25 MILES SOUTHEAST OF THE CENTERLINE OF
 NC1473'THE BUFFALO RIVER ALONG SOUTH PARK AVENUE.
 NC1473'
 NC1473'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1473'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1473'BUF-KEA-3 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1473'THE SAME.
 NC1473'
 NC1473'SECOND AZIMUTH TO NORTHWEST IS THE CENTER LINE OF THE STEM
 NC1473'UNDER THE BALL ATOP THE ALLIED CHEMICAL WATER TANK AT THE
 NC1473'INDUSTRIAL CHEMICAL DIVISION, 35 LEE STREET, BUFFALO.
 NC1473'
 NC1473'DISTANCE AND DIRECTION FROM STATION
 NC1473'
 NC1473'RP-1 NORTHWEST EDGE OF RIM OF MANHOLE 82.94 FEET SE
 NC1473'
 NC1473'RP-2 NORTHWEST EDGE OF RIM OF MANHOLE (WEST OF RP-1) 74.75 FT. SE
 NC1473'
 NC1473'RP-3 NORTHEAST EDGE OF CONCRETE SIDEWALK 0.96 FEET SW
 NC1473'
 NC1473'RP-4 FACE OF NORTHEAST CURB OF SOUTH PARK AVENUE 8.89 FEET SW
 NC1473'
 NC1473'RP-5 EAST CORNER OF STEEL BASE OF LIGHT POLE NO. 1220 8.96 FT. W
 NC1473'
 NC1473'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1473'CONCRETE SIDEWALK, FLUSH.  THE DISK IS STAMPED BUF-KEA-3 AZ. A 1972.
 NC1473'
 NC1473'TO REACH FROM BUF-KEA-3, GO NORTHWEST ON SOUTH PARK AVENUE
 NC1473'0.2 MILES TO STATION ON RIGHT, ABOUT 250 FEET SOUTHEAST OF
 NC1473'SOUTHEAST END OF BRIDGE OVER THE BUFFALO RIVER.
 NC1473'
 NC1473'DISTANCE AND DIRECTION FROM STATION
 NC1473'
 NC1473'RP-1 FACE OF NORTHEAST CURB OF SOUTH PARK AVENUE 4.1 FEET SW
 NC1473'
 NC1473'RP-2 BASE OF LIGHT POLE NO. 1906 57.7 FEET NW
 NC1473'
 NC1473'RP-3 SOUTHEAST END OF NORTHEAST BRIDGE RAIL 10.5 FEET NW
 NC1473'
 NC1473'RP-4 NORTHEAST END OF CONCRETE SIDEWALK 4.6 FEET NE
 NC1473'
 NC1473'RP-5 FENCE CORNER 100.6 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1439 ***********************************************************************
 NC1439  DESIGNATION -  BUF MOS 1
 NC1439  PID         -  NC1439
 NC1439  STATE/COUNTY-  NY/ERIE
 NC1439  USGS QUAD   -  BUFFALO NE (1965)
 NC1439
 NC1439                         *CURRENT SURVEY CONTROL
 NC1439  ___________________________________________________________________
 NC1439* NAD 83(1996)-  42 52 36.04009(N)    078 48 04.26519(W)     ADJUSTED  
 NC1439* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 NC1439  ___________________________________________________________________
 NC1439  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 NC1439  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NC1439
 NC1439  HORZ ORDER  -  SECOND
 NC1439
 NC1439.The horizontal coordinates were established by classical geodetic methods
 NC1439.and adjusted by the National Geodetic Survey in January 1999..
 NC1439
 NC1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1439
 NC1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1439
 NC1439.The geoid height was determined by GEOID03.
 NC1439
 NC1439;                    North         East     Units Scale Factor Converg.
 NC1439;SPC NY W     -   319,493.856   332,201.807   MT  0.99994140   -0 08 53.6
 NC1439;SPC NY W     - 1,048,206.09  1,089,898.76   sFT  0.99994140   -0 08 53.6
 NC1439;UTM  17      - 4,749,465.488   679,583.155   MT  0.99999677   +1 29 47.5
 NC1439
 NC1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1439!SPC NY W     -   0.99997650  x   0.99994140  =   0.99991791
 NC1439!UTM  17      -   0.99997650  x   0.99999677  =   0.99997327
 NC1439
 NC1439:                Primary Azimuth Mark                     Grid Az
 NC1439:SPC NY W     -  BUF MOS 1 AZ MK A                        266 47 55.4
 NC1439:UTM  17      -  BUF MOS 1 AZ MK A                        265 09 14.3
 NC1439
 NC1439|---------------------------------------------------------------------|
 NC1439| PID    Reference Object                     Distance      Geod. Az  |
 NC1439|                                                           dddmmss.s |
 NC1439| CZ9802 BUF MOS 1 AZ MK A                                  2663901.8 |
 NC1439| NC1496 BUFFALO RAD STA WSYL TOWER          APPROX. 4.0 KM 2671932.1 |
 NC1439|---------------------------------------------------------------------|
 NC1439
 NC1439                          SUPERSEDED SURVEY CONTROL
 NC1439
 NC1439  NAD 83(1986)-  42 52 36.04615(N)    078 48 04.26225(W) AD(       ) 2
 NC1439  NAD 27      -  42 52 35.83638(N)    078 48 05.14422(W) AD(       ) 2
 NC1439  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 NC1439
 NC1439.Superseded values are not recommended for survey control.
 NC1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1439.See file dsdata.txt to determine how the superseded data were derived.
 NC1439
 NC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7958349465(NAD 83)
 NC1439_MARKER: DD = SURVEY DISK
 NC1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1439
 NC1439  HISTORY     - Date     Condition        Report By
 NC1439  HISTORY     - 1972     MONUMENTED       NY-029
 NC1439
 NC1439                          STATION DESCRIPTION
 NC1439
 NC1439'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1439'STATION IS LOCATED IN THE CITY OF BUFFALO ON THE EAST SIDE
 NC1439'ABOUT 0.5 MILES SOUTH OF THE VILLAGE OF SLOAN.  IT IS ALSO 0.7
 NC1439'MILES WEST OF INTERCHANGE 53 ON THE NY THRUWAY (INTERSTATE 90).
 NC1439'
 NC1439'TO REACH FROM HARLEM RD. AND CLINTON ST. (NY RTE. 354) IN
 NC1439'CHEEKTOWAGA, GO WEST ON CLINTON ST. FOR 0.75 MILES TO SOUTH
 NC1439'OGDEN ST.  TURN RIGHT AND GO NORTH ON SOUTH OGDEN ST. FOR 0.35
 NC1439'MILES TO THE NIAGARA THRUWAY (INTERSTATE 190) AND THE STATION ON
 NC1439'THE LEFT AT THE NORTHEAST CORNER OF THE INTERSECTION.
 NC1439'
 NC1439'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1439'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1439'BUF-MOS-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1439'THE SAME.
 NC1439'
 NC1439'SECOND AZIMUTH TO WEST IS THE CENTERLINE OF THE LIGHT ATOP
 NC1439'THE MAST OF BUFFALO RADIO STATION WYSL LOCATED AT 189 VAN RESSLER
 NC1439'ST. IN BUFFALO.
 NC1439'
 NC1439'AZIMUTH TO NORTH NORTH WEST IS THE CENTERLINE OF THE FINIAL
 NC1439'ON THE DARK GRAY SHINGLED SPIRE OF THE TRINITY UNITED CHURCH
 NC1439'OF CHRIST ON GOLD ST. BETWEEN LUDINGTON ST. AND LOVEJOY ST. IN
 NC1439'BUFFALO.
 NC1439'
 NC1439'DISTANCE AND DIRECTION FROM STATION
 NC1439'
 NC1439'RP-1 CHISELED CROSS ON NORTHEAST CORNER OF EAST BRIDGE
 NC1439'WALL 26.13 FEET S
 NC1439'
 NC1439'RP-2 CHISELED CROSS ON NORTHWEST CORNER OF WEST BRIDGE
 NC1439'WALL 67.19 FEET SW
 NC1439'RP-3 CHISELED CROSS ON EAST SIDE OF EAST SIDEWALK 3.31 FEET W
 NC1439'
 NC1439'RP-4 PK NAIL IN TOP CENTER OF THIRD GUARD RAIL POST NORTH OF
 NC1439'THE BRIDGE 2.37 FEET NW
 NC1439'
 NC1439'RP-5 CENTERLINE OF SOUTH OGDEN ST.  32.0 FEET W
 NC1439'
 NC1439'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1439'IN A CONCRETE SIDEWALK AT THE NORTHEAST CORNER OF THE WEISS STREET
 NC1439'BRIDGE OVER THE NIAGARA THRUWAY (INTERSTATE 190).
 NC1439'
 NC1439'TO REACH FROM BUF-MOS-1, GO NORTH ON SOUTH OGDEN ST. FOR
 NC1439'0.1 MILES TO DINGENS ST.  TURN LEFT AND GO WEST ON DINGENS
 NC1439'ST. FOR 0.35 MILES TO WEISS ST.  TURN LEFT AND GO SOUTH ON WEISS
 NC1439'ST. FOR 0.1 MILES TO STATION ON LEFT AS DESCRIBED ABOVE.
 NC1439'
 NC1439'DISTANCE AND DIRECTION FROM STATION
 NC1439'
 NC1439'RP-1 FACE OF CURB ON EAST SIDE OF WEISS ST.  2.2 FEET W
 NC1439'
 NC1439'RP-2 EDGE OF BRIDGE RAILING ON EAST SIDE OF WEISS ST.  2.6 FEET E
 NC1439'
 NC1439'RP-3 BRIDGE EXPANSION JOINT 2.9 FEET S
 NC1439'
 NC1439'RP-4 NORTH END OF CONCRETE SIDEWALK ON EAST SIDE OF WEISS
 NC1439'ST.  9.7 FEET N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1440 ***********************************************************************
 NC1440  DESIGNATION -  BUF RAT 1
 NC1440  PID         -  NC1440
 NC1440  STATE/COUNTY-  NY/ERIE
 NC1440  USGS QUAD   -  BUFFALO NE (1965)
 NC1440
 NC1440                         *CURRENT SURVEY CONTROL
 NC1440  ___________________________________________________________________
 NC1440* NAD 83(1996)-  42 56 24.55794(N)    078 49 21.36910(W)     ADJUSTED  
 NC1440* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 NC1440  ___________________________________________________________________
 NC1440  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 NC1440  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 NC1440
 NC1440  HORZ ORDER  -  SECOND
 NC1440
 NC1440.The horizontal coordinates were established by classical geodetic methods
 NC1440.and adjusted by the National Geodetic Survey in January 1999..
 NC1440
 NC1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1440
 NC1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1440
 NC1440.The geoid height was determined by GEOID03.
 NC1440
 NC1440;                    North         East     Units Scale Factor Converg.
 NC1440;SPC NY W     -   326,549.910   330,472.051   MT  0.99994219   -0 09 46.8
 NC1440;SPC NY W     - 1,071,355.83  1,084,223.72   sFT  0.99994219   -0 09 46.8
 NC1440;UTM  17      - 4,756,469.309   677,651.368   MT  0.99998827   +1 29 01.3
 NC1440
 NC1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1440!SPC NY W     -   0.99997386  x   0.99994219  =   0.99991605
 NC1440!UTM  17      -   0.99997386  x   0.99998827  =   0.99996213
 NC1440
 NC1440:                Primary Azimuth Mark                     Grid Az
 NC1440:SPC NY W     -  BUF RAT 1 AZ MK A                        091 09 09.0
 NC1440:UTM  17      -  BUF RAT 1 AZ MK A                        089 30 20.9
 NC1440
 NC1440|---------------------------------------------------------------------|
 NC1440| PID    Reference Object                     Distance      Geod. Az  |
 NC1440|                                                           dddmmss.s |
 NC1440| CZ9803 BUF RAT 1 AZ MK A                                  0905922.2 |
 NC1440| CZ9804 BUF RAT 1 AZ MK B                                  2670342.8 |
 NC1440|---------------------------------------------------------------------|
 NC1440
 NC1440                          SUPERSEDED SURVEY CONTROL
 NC1440
 NC1440  NAD 83(1986)-  42 56 24.56398(N)    078 49 21.36637(W) AD(       ) 2
 NC1440  NAD 27      -  42 56 24.35621(N)    078 49 22.24317(W) AD(       ) 2
 NC1440  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 NC1440
 NC1440.Superseded values are not recommended for survey control.
 NC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1440.See file dsdata.txt to determine how the superseded data were derived.
 NC1440
 NC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7765156469(NAD 83)
 NC1440_MARKER: DD = SURVEY DISK
 NC1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1440
 NC1440  HISTORY     - Date     Condition        Report By
 NC1440  HISTORY     - 1972     MONUMENTED       NY-029
 NC1440  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NC1440
 NC1440                          STATION DESCRIPTION
 NC1440
 NC1440'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1440'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 0.7 MILES NORTHWEST
 NC1440'OF THE INTERSECTION OF THE KENSINGTON EXPRESSWAY (NY RTE. 33) AND
 NC1440'BAILEY AVE. (U.S. RTE. 62).  IT IS ALSO 0.8 MILES EAST OF THE
 NC1440'INTERSECTION OF MAIN ST. (NY RTE 5) AND EAST AMHERST ST.
 NC1440'
 NC1440'TO REACH FROM MAIN ST. AND EAST AMHERST ST. (0.7 MILES
 NC1440'EAST OF THE BUFFALO ZOO) GO EAST ON EAST AMHERST ST. FOR 0.8
 NC1440'MILES TO CLARENCE AVE. AND BERKSHIRE AVE. AND STATION ON LEFT
 NC1440'AT NORTH SIDE OF EAST AMHERST JUST EAST OF BERKSHIRE AVE.
 NC1440'
 NC1440'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1440'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1440'BUF-RAT-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1440'THE SAME.
 NC1440'
 NC1440'AZIMUTH TO SOUTHWEST IS THE NGS STATION RATH 1972.
 NC1440'
 NC1440'DISTANCE AND DIRECTION FROM STATION
 NC1440'
 NC1440'RP-1 SOUTH EDGE OF EAST-WEST SIDEWALK 2.25 FEET N
 NC1440'
 NC1440'RP-2 SOUTHWEST EDGE OF RIM OF MANHOLE IN SIDEWALK 8.86 FEET NE
 NC1440'
 NC1440'RP-3 FACE OF CURB ON NORTH SIDE OF EAST AMHERST ST.  1.77 FEET S
 NC1440'
 NC1440'RP-4 EAST EDGE OF CONCRETE WALK NEAR SOUTH CURB LINE 4.86 FEET W
 NC1440'
 NC1440'RP-5 EXTENDED EAST CURB LINE OF CLARENCE AVENUE 10.7 FEET E
 NC1440'
 NC1440'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1440'IN THE CONCRETE WALK AT THE SOUTHWEST CORNER OF EAST AMHERST
 NC1440'ST. AND THATCHER ST.  THE DISK IS STAMPED BUF-RAT-1 AZ. A 1972.
 NC1440'
 NC1440'TO REACH FROM BUF-RAT-1, GO EAST ON EAST AMHERST ST. FOR 0.2
 NC1440'MILES TO THATCHER ST. AND STATION AS DESCRIBED.
 NC1440'
 NC1440'DISTANCE AND DIRECTION FROM STATION
 NC1440'
 NC1440'RP-1 FACE OF CURB ON SOUTH SIDE OF EAST AMHERST ST.  2.1 FEET N
 NC1440'
 NC1440'RP-2 FACE OF EXTENDED CURB LINE OF WEST SIDE
 NC1440'OF THATCHER ST.  11.4 FEET E
 NC1440'
 NC1440'RP-3 WEST EDGE OF NORTH-SOUTH SIDEWALK 1.3 FEET W
 NC1440'
 NC1440'RP-4 CENTER OF TOP NUT OF FIRE HYDRANT 11.4 FEET SE
 NC1440'
 NC1440'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1440'IN THE TOP OF A LIMESTONE LEDGE AT THE SOUTHWEST CORNER OF THE
 NC1440'CROSSING OF THE ERIE-LACKAWANNA RAILROAD AND EAST AMHERST
 NC1440'ST.  THE DISK IS STAMPED BUF-RAT-1 AZ. B 1972.
 NC1440'
 NC1440'TO REACH FROM BUF-RAT-1, GO WEST ON EAST AMHERST ST. FOR 0.2
 NC1440'MILES TO STATION ON LEFT AS DESCRIBED.
 NC1440'
 NC1440'DISTANCE AND DIRECTION FROM STATION
 NC1440'
 NC1440'RP-1 CENTERLINE OF EAST AMHERST ST.  37.0 FEET N
 NC1440'
 NC1440'RP-2 WEST EDGE OF SOUTHWEST BRIDGE ABUTMENT 9.9 FEET E
 NC1440'
 NC1440'RP-3 SOUTHWEST CORNER OF SOUTHWEST BRIDGE ABUTMENT 13.0 FEET SE
 NC1440'
 NC1440'RP-4 GAUGE FACE OF WEST RAIL OF WEST TRACK 17.6 FEET E
 NC1440'
 NC1440'RP-5 NORTH EDGE OF LIMESTONE LEDGE 3.0 FEET N
 NC1440
 NC1440                          STATION RECOVERY (1990)
 NC1440
 NC1440'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEE)
 NC1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1428 ***********************************************************************
 NC1428  DESIGNATION -  BUF REG 1 1972
 NC1428  PID         -  NC1428
 NC1428  STATE/COUNTY-  NY/ERIE
 NC1428  USGS QUAD   -  BUFFALO NE (1965)
 NC1428
 NC1428                         *CURRENT SURVEY CONTROL
 NC1428  ___________________________________________________________________
 NC1428* NAD 83(1996)-  42 54 01.63746(N)    078 52 09.88747(W)     ADJUSTED  
 NC1428* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 NC1428  ___________________________________________________________________
 NC1428  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 NC1428  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 NC1428
 NC1428  HORZ ORDER  -  SECOND
 NC1428
 NC1428.The horizontal coordinates were established by classical geodetic methods
 NC1428.and adjusted by the National Geodetic Survey in January 1999..
 NC1428
 NC1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1428
 NC1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1428
 NC1428.The geoid height was determined by GEOID03.
 NC1428
 NC1428;                    North         East     Units Scale Factor Converg.
 NC1428;SPC NY W     -   322,151.779   326,636.603   MT  0.99994421   -0 11 41.1
 NC1428;SPC NY W     - 1,056,926.29  1,071,640.26   sFT  0.99994421   -0 11 41.1
 NC1428;UTM  17      - 4,751,962.650   673,943.704   MT  0.99997224   +1 27 02.6
 NC1428
 NC1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1428!SPC NY W     -   0.99997386  x   0.99994421  =   0.99991807
 NC1428!UTM  17      -   0.99997386  x   0.99997224  =   0.99994610
 NC1428
 NC1428                          SUPERSEDED SURVEY CONTROL
 NC1428
 NC1428  NAD 83(1986)-  42 54 01.64336(N)    078 52 09.88469(W) AD(       ) 2
 NC1428  NAD 27      -  42 54 01.43567(N)    078 52 10.75723(W) AD(       ) 2
 NC1428  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 NC1428
 NC1428.Superseded values are not recommended for survey control.
 NC1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1428.See file dsdata.txt to determine how the superseded data were derived.
 NC1428
 NC1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7394451963(NAD 83)
 NC1428_MARKER: DD = SURVEY DISK
 NC1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1428+STABILITY: SURFACE MOTION
 NC1428
 NC1428  HISTORY     - Date     Condition        Report By
 NC1428  HISTORY     - 1972     MONUMENTED       NY-029
 NC1428  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NC1428
 NC1428                          STATION DESCRIPTION
 NC1428
 NC1428'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1428'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 1 MILE
 NC1428'NORTHEAST OF THE DOWNTOWN AREA.
 NC1428'
 NC1428'TO REACH FROM MAIN STREET AND BROADWAY IN THE DOWNTOWN AREA,
 NC1428'GO NORTHEAST ON MAIN ST. FOR 1.1 MILES TO HIGH ST. AND STATION
 NC1428'ON RIGHT AT NORTHEAST CORNER OF INTERSECTION.  STATION IS AT A
 NC1428'MOBIL GAS STATION AND ACROSS THE STREET FROM A TRAVELODGE MOTEL.
 NC1428'
 NC1428'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1428'ROUND CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1428'BUF-REG-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1428'THE SAME.
 NC1428'
 NC1428'AZIMUTH MARK TO SOUTHWEST IS NGS STATION REGAN 1972.
 NC1428'
 NC1428'AZIMUTH MARKS SIGHTED TO SOUTH WERE BOTH ON THE ROOF OF THE
 NC1428'LIBERTY NATIONAL BANK BUILDING AT MAIN STREET AND COURT STREET IN
 NC1428'DOWNTOWN BUFFALO.  ONE AZIMUTH MARK WAS THE CENTERLINE OF THE
 NC1428'LIGHT IN THE TORCH OF THE EASTERLY STATUE OF LIBERTY.  THE OTHER
 NC1428'AZIMUTH MARK WAS THE CENTERLINE OF THE LIGHT IN THE TORCH OF THE
 NC1428'WESTERLY STATUE OF LIBERTY.
 NC1428'
 NC1428'DISTANCE AND DIRECTION FROM STATION
 NC1428'
 NC1428'RP-1 CENTER OF METAL TRAFFIC LIGHT POST 8.07 FEET S
 NC1428'
 NC1428'RP-2 NORTH CORNER OF IRON GRATE INLET 15.22 FEET S
 NC1428'
 NC1428'RP-3 CENTER OF MANHOLE IN WALK 9.29 FEET SW
 NC1428'
 NC1428'RP-4 CENTER OF FIRE HYDRANT 5.00 FEET NW
 NC1428'
 NC1428'RP-5 CENTERLINE OF HIGH STREET 33.7 FEET S
 NC1428
 NC1428                          STATION RECOVERY (1990)
 NC1428
 NC1428'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1414 ***********************************************************************
 NC1414  DESIGNATION -  BUF REG 2 1973
 NC1414  PID         -  NC1414
 NC1414  STATE/COUNTY-  NY/ERIE
 NC1414  USGS QUAD   -  BUFFALO NE (1965)
 NC1414
 NC1414                         *CURRENT SURVEY CONTROL
 NC1414  ___________________________________________________________________
 NC1414* NAD 83(1996)-  42 53 05.84289(N)    078 51 15.13242(W)     ADJUSTED  
 NC1414* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 NC1414  ___________________________________________________________________
 NC1414  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NC1414  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 NC1414
 NC1414  HORZ ORDER  -  SECOND
 NC1414
 NC1414.The horizontal coordinates were established by classical geodetic methods
 NC1414.and adjusted by the National Geodetic Survey in January 1999..
 NC1414
 NC1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1414
 NC1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1414
 NC1414.The geoid height was determined by GEOID03.
 NC1414
 NC1414;                    North         East     Units Scale Factor Converg.
 NC1414;SPC NY W     -   320,426.038   327,873.203   MT  0.99994352   -0 11 03.6
 NC1414;SPC NY W     - 1,051,264.43  1,075,697.33   sFT  0.99994352   -0 11 03.6
 NC1414;UTM  17      - 4,750,273.071   675,229.382   MT  0.99997776   +1 27 38.3
 NC1414
 NC1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1414!SPC NY W     -   0.99999251  x   0.99994352  =   0.99993603
 NC1414!UTM  17      -   0.99999251  x   0.99997776  =   0.99997027
 NC1414
 NC1414:                Primary Azimuth Mark                     Grid Az
 NC1414:SPC NY W     -  BUFFALO RAD STA WSYL TOWER               164 46 41.4
 NC1414:UTM  17      -  BUFFALO RAD STA WSYL TOWER               163 07 59.5
 NC1414
 NC1414|---------------------------------------------------------------------|
 NC1414| PID    Reference Object                     Distance      Geod. Az  |
 NC1414|                                                           dddmmss.s |
 NC1414| NC1496 BUFFALO RAD STA WSYL TOWER          APPROX. 1.2 KM 1643537.8 |
 NC1414|---------------------------------------------------------------------|
 NC1414
 NC1414                          SUPERSEDED SURVEY CONTROL
 NC1414
 NC1414  NAD 83(1986)-  42 53 05.84881(N)    078 51 15.12967(W) AD(       ) 2
 NC1414  NAD 27      -  42 53 05.64047(N)    078 51 16.00464(W) AD(       ) 2
 NC1414  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 NC1414
 NC1414.Superseded values are not recommended for survey control.
 NC1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1414.See file dsdata.txt to determine how the superseded data were derived.
 NC1414
 NC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7522950273(NAD 83)
 NC1414_MARKER: DD = SURVEY DISK
 NC1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1414_STAMPING: BUF-REG 2 1973
 NC1414_MARK LOGO: NY-029
 NC1414_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1414+STABILITY: SURFACE MOTION
 NC1414
 NC1414  HISTORY     - Date     Condition        Report By
 NC1414  HISTORY     - 1973     MONUMENTED       NY-029
 NC1414  HISTORY     - 19910101 GOOD             HAYDEN
 NC1414
 NC1414                          STATION DESCRIPTION
 NC1414
 NC1414'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1414'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 1.2 MILES
 NC1414'DUE EAST OF THE DOWNTOWN AREA.
 NC1414'
 NC1414'TO REACH FROM THE INTERSECTION OF MAIN ST. AND BROADWAY IN
 NC1414'THE DOWNTOWN AREA, GO NORTH AND EAST ON BROADWAY FOR 1.1 MILES
 NC1414'TO JEFFERSON STREET.  TURN RIGHT AND GO SOUTH ON JEFFERSON STREET
 NC1414'FOR 0.3 MILES TO WILLIAM ST. AND STATION NEAR THE SOUTHWEST CORNER
 NC1414'OF THE INTERSECTION.
 NC1414'
 NC1414'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1414'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED BUF-REG-2
 NC1414'1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1414'
 NC1414'FIRST AZIMUTH MARK TO WEST IS NGS STATION REGAN 1972.
 NC1414'
 NC1414'SECOND AZIMUTH MARK TO WEST IS THE CENTERLINE OF THE WHITE
 NC1414'TIP AT THE TOP OF A CROSS ON THE SPIRE ATOP THE U.S. POST OFFICE
 NC1414'BUILDING AT SWAN ST. AND ELLICOTT ST. IN DOWNTOWN BUFFALO.
 NC1414'
 NC1414'AZIMUTH MARK TO SOUTH IS THE CENTERLINE OF THE LIGHT ATOP
 NC1414'THE MAST OF BUFFALO ROAD STATION WYSL LOCATED AT 189 VAN RESSLER
 NC1414'ST. IN BUFFALO.
 NC1414'
 NC1414'DISTANCE AND DIRECTION FROM STATION
 NC1414'
 NC1414'RP-1 CENTER OF A BASE OF METAL LAMP POST 102.8 FEET W
 NC1414'
 NC1414'RP-2 CENTERLINE OF EAST-BOUND LANE OF WILLIAM ST.  24.9 FEET N
 NC1414'
 NC1414'RP-3 CENTER OF BASE OF METAL SUPPORT POLE 58.0 FEET NE
 NC1414'
 NC1414'RP-4 CENTER OF METAL LAMP POST 17.1 FEET E
 NC1414'
 NC1414'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 41.4 FEET SE
 NC1414'
 NC1414'RP-6 NORTH EDGE OF AN EAST-WEST SIDEWALK 1.0 FEET S
 NC1414
 NC1414                          STATION RECOVERY (1991)
 NC1414
 NC1414'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1414'BUF-REG 2 1973 IS IN GOOD CONDITION.  POST OFFICE SPIRE AZ IS IN GOOD
 NC1414'CONDITION, AND WYSL RADIO TOWER IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1537 ***********************************************************************
 NC1537  DESIGNATION -  BUF REG 3
 NC1537  PID         -  NC1537
 NC1537  STATE/COUNTY-  NY/ERIE
 NC1537  USGS QUAD   -  BUFFALO NW (1965)
 NC1537
 NC1537                         *CURRENT SURVEY CONTROL
 NC1537  ___________________________________________________________________
 NC1537* NAD 83(1996)-  42 53 54.94241(N)    078 53 51.76505(W)     ADJUSTED  
 NC1537* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 NC1537  ___________________________________________________________________
 NC1537  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 NC1537  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 NC1537
 NC1537  HORZ ORDER  -  SECOND
 NC1537
 NC1537.The horizontal coordinates were established by classical geodetic methods
 NC1537.and adjusted by the National Geodetic Survey in January 1999..
 NC1537
 NC1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1537
 NC1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1537
 NC1537.The geoid height was determined by GEOID03.
 NC1537
 NC1537;                    North         East     Units Scale Factor Converg.
 NC1537;SPC NY W     -   321,953.436   324,324.697   MT  0.99994561   -0 12 50.4
 NC1537;SPC NY W     - 1,056,275.56  1,064,055.28   sFT  0.99994561   -0 12 50.4
 NC1537;UTM  17      - 4,751,697.999   671,638.396   MT  0.99996243   +1 25 53.0
 NC1537
 NC1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1537!SPC NY W     -   0.99999221  x   0.99994561  =   0.99993782
 NC1537!UTM  17      -   0.99999221  x   0.99996243  =   0.99995464
 NC1537
 NC1537:                Primary Azimuth Mark                     Grid Az
 NC1537:SPC NY W     -  BUFFALO TV STA WNED TOWER                126 36 26.2
 NC1537:UTM  17      -  BUFFALO TV STA WNED TOWER                124 57 42.8
 NC1537
 NC1537|---------------------------------------------------------------------|
 NC1537| PID    Reference Object                     Distance      Geod. Az  |
 NC1537|                                                           dddmmss.s |
 NC1537| NC1435 BUFFALO TV STA WNED TOWER           APPROX. 2.6 KM 1262335.8 |
 NC1537| NC1625 BUFF CITY HALL 1875                 APPROX. 2.3 KM 1343301.1 |
 NC1537|---------------------------------------------------------------------|
 NC1537
 NC1537                          SUPERSEDED SURVEY CONTROL
 NC1537
 NC1537  NAD 83(1986)-  42 53 54.94827(N)    078 53 51.76227(W) AD(       ) 2
 NC1537  NAD 27      -  42 53 54.74124(N)    078 53 52.63152(W) AD(       ) 2
 NC1537  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 NC1537
 NC1537.Superseded values are not recommended for survey control.
 NC1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1537.See file dsdata.txt to determine how the superseded data were derived.
 NC1537
 NC1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7163851698(NAD 83)
 NC1537_MARKER: DD = SURVEY DISK
 NC1537_SETTING: 0 = UNSPECIFIED SETTING
 NC1537_STAMPING: BUF-REG 3 1972
 NC1537_MARK LOGO: NY-029
 NC1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1537
 NC1537  HISTORY     - Date     Condition        Report By
 NC1537  HISTORY     - 1972     MONUMENTED       NY-029
 NC1537  HISTORY     - 1990     GOOD             USPSQD
 NC1537  HISTORY     - 19910101 GOOD             HAYDEN
 NC1537  HISTORY     - 19950531 GOOD             USPSQD
 NC1537
 NC1537                          STATION DESCRIPTION
 NC1537
 NC1537'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1537'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 1.4 MILES
 NC1537'NORTHWEST OF THE DOWNTOWN AREA.  IT IS ALSO 0.2 MILES EAST OF
 NC1537'LAKE ERIE.
 NC1537'
 NC1537'TO REACH FROM THE INTERSECTION OF NIAGARA ST. AND DELAWARE
 NC1537'AVE. AT NIAGARA SQUARE TRAFFIC CIRCLE IN DOWNTOWN BUFFALO, GO
 NC1537'NORTHWEST ON NIAGARA ST. FOR 1.3 MILES TO PORTER AVENUE.  TURN
 NC1537'LEFT AND GO SOUTHWEST ON PORTER AVENUE FOR 0.3 MILES TO STATION
 NC1537'ON RIGHT AT THE NORTHEAST CORNER OF THE OVERPASS OVER THE NIAGARA
 NC1537'THRUWAY (INTERSTATE 190).
 NC1537'
 NC1537'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1537'IN THE EAST END OF THE NORTH SIDEWALK OF THE OVERPASS.  THE DISK
 NC1537'IS STAMPED BUF-REG-3 1972.  NO UNDERGROUND DISK WAS ESTABLISHED.
 NC1537'
 NC1537'FIRST AZIMUTH MARK IS NGS STATION REGAN 1972.
 NC1537'
 NC1537'SECOND AZIMUTH MARK TO SOUTHEAST IS THE CENTERLINE OF THE
 NC1537'LIGHT ATOP THE MAST ON THE ROOF OF THE LAFAYETTE HOTEL LOCATED
 NC1537'AT WASHINGTON ST. AND CLINTON ST. IN DOWNTOWN BUFFALO.
 NC1537'
 NC1537'THIRD AZIMUTH MARK TO SOUTHEAST IS THE CENTERLINE OF THE
 NC1537'LIGHT IN THE TORCH OF THE EAST STATUE OF LIBERTY ON THE ROOF
 NC1537'OF THE LIBERTY NATIONAL BANK BLDG. AT COURT ST. AND MAIN ST. IN
 NC1537'DOWNTOWN BUFFALO.
 NC1537'
 NC1537'FOURTH AZIMUTH MARK TO SOUTHEAST IS THE CENTERLINE OF THE
 NC1537'TOP OF THE SPIRE ON THE OLD COUNTY HALL BUILDING AT FRANKLIN
 NC1537'STREET AND WEST EAGLE STREET IN DOWNTOWN BUFFALO.
 NC1537'
 NC1537'DISTANCE AND DIRECTION FROM STATION
 NC1537'
 NC1537'RP-1 CENTERLINE OF PORTER AVE.  27.6 FEET S
 NC1537'
 NC1537'RP-2 FACE OF NORTH CURB 2.48 FEET S
 NC1537'
 NC1537'RP-3 SOUTH FACE OF CONCRETE BRIDGE WALL 2.46 FEET N
 NC1537'
 NC1537'RP-4 CENTER OF EAST END OF BRIDGE SIDEWALK 3.75 FEET E
 NC1537
 NC1537                          STATION RECOVERY (1990)
 NC1537
 NC1537'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1537'RECOVERED IN GOOD CONDITION.
 NC1537
 NC1537                          STATION RECOVERY (1991)
 NC1537
 NC1537'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1537'BUF-REG 3 1972 IS IN GOOD CONDITION.  LIBERTY BANK TORCH AZ IS IN GOOD
 NC1537'CONDITION AND LAFAYETTE HOTEL LIGHT IS IN GOOD CONDITION.
 NC1537
 NC1537                          STATION RECOVERY (1995)
 NC1537
 NC1537'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1517 ***********************************************************************
 NC1517  DESIGNATION -  BUF REG 4
 NC1517  PID         -  NC1517
 NC1517  STATE/COUNTY-  NY/ERIE
 NC1517  USGS QUAD   -  BUFFALO NW (1965)
 NC1517
 NC1517                         *CURRENT SURVEY CONTROL
 NC1517  ___________________________________________________________________
 NC1517* NAD 83(1996)-  42 54 56.43828(N)    078 52 56.37562(W)     ADJUSTED  
 NC1517* NAVD 88     -       191.     (meters)     627.     (feet)  VERTCON   
 NC1517  ___________________________________________________________________
 NC1517  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 NC1517  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 NC1517
 NC1517  HORZ ORDER  -  SECOND
 NC1517
 NC1517.The horizontal coordinates were established by classical geodetic methods
 NC1517.and adjusted by the National Geodetic Survey in January 1999..
 NC1517
 NC1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1517
 NC1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1517
 NC1517.The geoid height was determined by GEOID03.
 NC1517
 NC1517;                    North         East     Units Scale Factor Converg.
 NC1517;SPC NY W     -   323,846.417   325,588.008   MT  0.99994483   -0 12 12.9
 NC1517;SPC NY W     - 1,062,486.12  1,068,199.99   sFT  0.99994483   -0 12 12.9
 NC1517;UTM  17      - 4,753,626.517   672,846.847   MT  0.99996755   +1 26 32.4
 NC1517
 NC1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1517!SPC NY W     -   0.99997559  x   0.99994483  =   0.99992042
 NC1517!UTM  17      -   0.99997559  x   0.99996755  =   0.99994314
 NC1517
 NC1517:                Primary Azimuth Mark                     Grid Az
 NC1517:SPC NY W     -  BUF REG 4 AZ MK A                        007 02 54.9
 NC1517:UTM  17      -  BUF REG 4 AZ MK A                        005 24 09.6
 NC1517
 NC1517|---------------------------------------------------------------------|
 NC1517| PID    Reference Object                     Distance      Geod. Az  |
 NC1517|                                                           dddmmss.s |
 NC1517| CZ9805 BUF REG 4 AZ MK A                                  0065042.0 |
 NC1517|---------------------------------------------------------------------|
 NC1517
 NC1517                          SUPERSEDED SURVEY CONTROL
 NC1517
 NC1517  NAD 83(1986)-  42 54 56.44417(N)    078 52 56.37289(W) AD(       ) 2
 NC1517  NAD 27      -  42 54 56.23716(N)    078 52 57.24328(W) AD(       ) 2
 NC1517  NGVD 29 (07/19/86)  191.     (m)          627.     (f) VERT ANG       
 NC1517
 NC1517.Superseded values are not recommended for survey control.
 NC1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1517.See file dsdata.txt to determine how the superseded data were derived.
 NC1517
 NC1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7284753627(NAD 83)
 NC1517_MARKER: DD = SURVEY DISK
 NC1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1517
 NC1517  HISTORY     - Date     Condition        Report By
 NC1517  HISTORY     - 1972     MONUMENTED       NY-029
 NC1517  HISTORY     - 20010331 GOOD             NGS
 NC1517
 NC1517                          STATION DESCRIPTION
 NC1517
 NC1517'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1517'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 2.5 MILES
 NC1517'NORTH OF THE DOWNTOWN AREA.  IT IS ALSO 1 MILE EAST OF THE
 NC1517'NIAGARA RIVER AND 1 MILE SOUTHWEST OF DELAWARE PARK.
 NC1517'
 NC1517'TO REACH FROM THE INTERSECTION OF NIAGARA ST. AND ELMWOOD
 NC1517'AVE. IN THE DOWNTOWN AREA, GO NORTH ON ELMWOOD AVE. FOR 1.95
 NC1517'MILES TO FERRY ST.  TURN LEFT AND GO WEST ON WEST FERRY ST. FOR
 NC1517'0.3 MILES TO RICHMOND ST. AND STATION ON RIGHT AT NORTHWEST CORNER
 NC1517'OF INTERSECTION.
 NC1517'
 NC1517'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1517'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1517'BUF-REG-4 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1517'THE SAME.
 NC1517'
 NC1517'FIRST AZIMUTH TO SOUTH IS NGS STATION REGAN 1972.
 NC1517'
 NC1517'SECOND AZIMUTH MARK TO SOUTH IS THE CENTERLINE OF THE WEATHERVANE
 NC1517'ATOP THE CUPOLA ON THE BUILDING AT NO. 375 RICHMOND AVE. IN BUFFALO.
 NC1517'
 NC1517'THIRD AZIMUTH MARK TO SOUTH IS THE CENTERLINE OF DOUBLE RED LIGHTS
 NC1517'(APPEARS TO BE ONE FROM STATION) ATOP A MAST ON THE ROOF OF THE
 NC1517'RATH BUILDING LOCATED AT 95 FRANKLIN ST. IN DOWNTOWN BUFFALO.
 NC1517'
 NC1517'DISTANCE AND DIRECTION FROM STATION
 NC1517'
 NC1517'RP-1 CENTER OF METAL LAMP POST 6.18 FEET W
 NC1517'
 NC1517'RP-2 SOUTHEAST CORNER OF STONE PORCH OF HOUSE NO. 490 78.90
 NC1517'FEET NW
 NC1517'
 NC1517'RP-3 CENTER OF METAL TRAFFIC LIGHT POLE 20.85 FEET NE
 NC1517'
 NC1517'RP-4 FACE OF CURB ON NORTH SIDE OF FERRY ST.  4.55 FEET SE
 NC1517'
 NC1517'RP-5 CENTER OF 8 IN DIA. EVERGREEN TREE 52.56 FEET N
 NC1517'
 NC1517'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1517'IN A CONCRETE SIDEWALK ON THE EAST SIDE OF A STATUE OF GENERAL
 NC1517'DANIEL DAVIDSON BIDWELL IN THE CENTER OF A TRAFFIC ROTARY KNOWN
 NC1517'AS COLONIAL CIRCLE.  THE DISK IS STAMPED BUF-REG-4 AZ. A 1972.
 NC1517'
 NC1517'TO REACH FROM BUF-REG-4, GO NORTH ON RICHMOND AVENUE FOR
 NC1517'0.35 MILES TO COLONIAL CIRCLE AND STATION NEAR STATUE AS DESCRIBED.
 NC1517'
 NC1517'DISTANCE AND DIRECTION FROM STATION
 NC1517'
 NC1517'RP-1 EAST CORNER OF BASE OF STATUE 38.3 FEET W
 NC1517'
 NC1517'RP-2 NORTH EDGE OF EAST-WEST SIDEWALK 3.2 FEET N
 NC1517'
 NC1517'RP-3 FACE OF CURB ON COLONIAL CIRCLE 55.6 FEET E
 NC1517'
 NC1517'RP-4 SOUTH EDGE OF EAST-WEST SIDEWALK 3.3 FEET S
 NC1517
 NC1517                          STATION RECOVERY (2001)
 NC1517
 NC1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NC1517'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1413 ***********************************************************************
 NC1413  DESIGNATION -  BUF SED 1
 NC1413  PID         -  NC1413
 NC1413  STATE/COUNTY-  NY/ERIE
 NC1413  USGS QUAD   -  BUFFALO NE (1965)
 NC1413
 NC1413                         *CURRENT SURVEY CONTROL
 NC1413  ___________________________________________________________________
 NC1413* NAD 83(1996)-  42 55 30.76142(N)    078 51 11.43240(W)     ADJUSTED  
 NC1413* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 NC1413  ___________________________________________________________________
 NC1413  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 NC1413  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 NC1413
 NC1413  HORZ ORDER  -  SECOND
 NC1413
 NC1413.The horizontal coordinates were established by classical geodetic methods
 NC1413.and adjusted by the National Geodetic Survey in January 1999..
 NC1413
 NC1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1413
 NC1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1413
 NC1413.The geoid height was determined by GEOID03.
 NC1413
 NC1413;                    North         East     Units Scale Factor Converg.
 NC1413;SPC NY W     -   324,897.472   327,971.498   MT  0.99994347   -0 11 01.6
 NC1413;SPC NY W     - 1,065,934.46  1,076,019.82   sFT  0.99994347   -0 11 01.6
 NC1413;UTM  17      - 4,754,745.638   675,199.228   MT  0.99997763   +1 27 44.8
 NC1413
 NC1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1413!SPC NY W     -   0.99996963  x   0.99994347  =   0.99991310
 NC1413!UTM  17      -   0.99996963  x   0.99997763  =   0.99994726
 NC1413
 NC1413:                Primary Azimuth Mark                     Grid Az
 NC1413:SPC NY W     -  BUF SED 1 AZ MK A                        029 02 37.2
 NC1413:UTM  17      -  BUF SED 1 AZ MK A                        027 23 50.8
 NC1413
 NC1413|---------------------------------------------------------------------|
 NC1413| PID    Reference Object                     Distance      Geod. Az  |
 NC1413|                                                           dddmmss.s |
 NC1413| CZ9806 BUF SED 1 AZ MK A                                  0285135.6 |
 NC1413| CZ9807 BUF SED 1 AZ MK B                                  2233825.4 |
 NC1413|---------------------------------------------------------------------|
 NC1413
 NC1413                          SUPERSEDED SURVEY CONTROL
 NC1413
 NC1413  NAD 83(1986)-  42 55 30.76741(N)    078 51 11.42969(W) AD(       ) 2
 NC1413  NAD 27      -  42 55 30.55992(N)    078 51 12.30324(W) AD(       ) 2
 NC1413  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 NC1413
 NC1413.Superseded values are not recommended for survey control.
 NC1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1413.See file dsdata.txt to determine how the superseded data were derived.
 NC1413
 NC1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7519954746(NAD 83)
 NC1413_MARKER: DD = SURVEY DISK
 NC1413_SETTING: 0 = UNSPECIFIED SETTING
 NC1413
 NC1413  HISTORY     - Date     Condition        Report By
 NC1413  HISTORY     - 1972     MONUMENTED       NY-029
 NC1413
 NC1413                          STATION DESCRIPTION
 NC1413
 NC1413'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1413'STATION IS LOCATED IN THE CITY OF BUFFALO ON THE GROUNDS OF
 NC1413'CANISIUS COLLEGE.  IT IS ON THE EAST SIDE OF NY RTE. 5 (MAIN
 NC1413'STREET) ABOUT 0.2 MILE SOUTHWEST OF ITS INTERSECTION WITH NY
 NC1413'RTE. 198 (SCAJAQUADA CREEK EXPRESSWAY).  IT IS AT THE SOUTHEAST
 NC1413'EDGE OF THE FOREST LAWN CEMETERY AND ABOUT 0.3 MILE SOUTHWEST
 NC1413'OF THE STATE UNIVERSITY AT BUFFALO SCHOOL OF MEDICINE AND ABOUT
 NC1413'0.5 MILE NORTHWEST OF THE JUNCTION OF NY RTES. 33 AND 198.  THE
 NC1413'STATION IS LOCATED ON THE ROOF OF THE CHURCHILL ACADEMIC TOWER
 NC1413'OF CANISIUS COLLEGE.
 NC1413'
 NC1413'TO REACH FROM THE INTERSECTION OF FERRY STREET AND MAIN
 NC1413'STREET (NY RTE. 5) GO NORTHEAST ON MAIN STREET FOR 0.90 MILE TO
 NC1413'STATION ON THE RIGHT ON THE SOUTHEAST SIDE OF THE ROAD AND IN
 NC1413'THE SOUTHEAST ANGLE OF THE INTERSECTION WITH JEFFERSON STREET.
 NC1413'
 NC1413'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1413'IN MASTIC ON ROOF OF BUILDING.  THE DISK IS STAMPED BUF-SED-1
 NC1413'1972.  NO UNDERGROUND DISK WAS SET.
 NC1413'
 NC1413'FOR AZIMUTH MARK TO THE SOUTHWEST SEE ALSO THE DESCRIPTION
 NC1413'FOR NGS SEDITA 1972 WHICH IS VISIBLE FROM THE STATION.
 NC1413'
 NC1413'DISTANCE AND DIRECTION FROM STATION
 NC1413'
 NC1413'RP-1 GRAY VENT PIPE 8.0 FEET SW
 NC1413'
 NC1413'RP-2 YELLOW VENT PIPE 16.0 FEET NE
 NC1413'
 NC1413'RP-3 NORTHWEST EDGE OF ROOF ACCESS STRUCTURE 8.0 FEET SE
 NC1413'
 NC1413'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1413'IN CONCRETE SIDEWALK.  THE DISK IS STAMPED BUF-SED-1 AZ. A 1972.
 NC1413'
 NC1413'TO REACH FROM BUF-SED-1, GO NORTHEAST ON MAIN STREET
 NC1413'(NY RTE. 5) FOR 0.28 MILES TO STATION ON THE LEFT ON THE
 NC1413'NORTHWEST SIDE OF THE STREET IN FRONT OF NO. 2142 MAINWAY CHILD
 NC1413'NURSERY CENTER.  IT IS ABOUT 0.1 MILE SOUTHWEST OF ROBIE STREET.
 NC1413'
 NC1413'DISTANCE AND DIRECTION FROM STATION
 NC1413'
 NC1413'RP-1 MOST EASTERLY CORNER OF NO. 2136 CANISIUS COLLEGE
 NC1413'CAMPTION HALL 63.42 FEET W
 NC1413'
 NC1413'RP-2 SOUTHWEST CORNER OF PORCH ON BUILDING NO. 2148 57.77 FEET N
 NC1413'
 NC1413'RP-3 FACE OF CURB OF MAIN STREET 1.81 FEET SE
 NC1413'
 NC1413'RP-4 CENTERLINE OF MAIN STREET 31.6 FEET SE
 NC1413'
 NC1413'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1413'IN CONCRETE SIDEWALK.  THE DISK IS STAMPED BUF-SED 1 AZ. B 1972.
 NC1413'
 NC1413'TO REACH FROM BUF-SED-1, GO SOUTHWEST ON MAIN STREET (NY RTE. 5)
 NC1413'FOR 0.28 MILE TO STATION ON THE LEFT IN THE NORTHEAST ANGLE OF
 NC1413'THE INTERSECTION WITH EAST DELAVAN AVENUE AND IN FRONT OF AN
 NC1413'EXXON GAS STATION.
 NC1413'
 NC1413'DISTANCE AND DIRECTION FROM STATION
 NC1413'
 NC1413'RP-1 CENTERLINE OF MAIN STREET (NY RTE. 5) 49.0 FEET NW
 NC1413'
 NC1413'RP-2 CENTERLINE OF EAST DELAVAN AVENUE 37.0 FEET S
 NC1413'
 NC1413'RP-3 SOUTHEAST CURB LINE OF MAIN STREET 18.4 FEET NW
 NC1413'
 NC1413'RP-4 NORTH CURB LINE OF EAST DELAVAN AVENUE EXTENDED
 NC1413'WEST 17.5 FEET S
 NC1413'
 NC1413'RP-5 CENTER OF TOP OF FIRE HYDRANT IN NORTHEAST ANGLE 16.2 FEET NW
 NC1413'
 NC1413'RP-6 CENTER OF MANHOLE IN NORTHEAST ANGLE OF INTERSECTION 8.9
 NC1413'FEET NW
 NC1413'
 NC1413'RP-7 NORTHEAST EDGE OF CONCRETE WALK 2.3 FEET NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1511 ***********************************************************************
 NC1511  DESIGNATION -  BUF SED 2
 NC1511  PID         -  NC1511
 NC1511  STATE/COUNTY-  NY/ERIE
 NC1511  USGS QUAD   -  BUFFALO NW (1965)
 NC1511
 NC1511                         *CURRENT SURVEY CONTROL
 NC1511  ___________________________________________________________________
 NC1511* NAD 83(1996)-  42 54 08.39686(N)    078 52 45.30483(W)     ADJUSTED  
 NC1511* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 NC1511  ___________________________________________________________________
 NC1511  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 NC1511  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 NC1511
 NC1511  HORZ ORDER  -  SECOND
 NC1511
 NC1511.The horizontal coordinates were established by classical geodetic methods
 NC1511.and adjusted by the National Geodetic Survey in January 1999..
 NC1511
 NC1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1511
 NC1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1511
 NC1511.The geoid height was determined by GEOID03.
 NC1511
 NC1511;                    North         East     Units Scale Factor Converg.
 NC1511;SPC NY W     -   322,363.129   325,833.879   MT  0.99994468   -0 12 05.2
 NC1511;SPC NY W     - 1,057,619.70  1,069,006.65   sFT  0.99994468   -0 12 05.2
 NC1511;UTM  17      - 4,752,150.868   673,135.222   MT  0.99996878   +1 26 38.6
 NC1511
 NC1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1511!SPC NY W     -   0.99997417  x   0.99994468  =   0.99991886
 NC1511!UTM  17      -   0.99997417  x   0.99996878  =   0.99994295
 NC1511
 NC1511:                Primary Azimuth Mark                     Grid Az
 NC1511:SPC NY W     -  SEDITA                                   023 25 04.4
 NC1511:UTM  17      -  SEDITA                                   021 46 20.6
 NC1511
 NC1511|---------------------------------------------------------------------|
 NC1511| PID    Reference Object                     Distance      Geod. Az  |
 NC1511|                                                           dddmmss.s |
 NC1511| NC1521 SEDITA                              APPROX. 0.8 KM 0231259.2 |
 NC1511| CZ9808 BUF SED 2 AZ MK A                                  2664153.8 |
 NC1511|---------------------------------------------------------------------|
 NC1511
 NC1511                          SUPERSEDED SURVEY CONTROL
 NC1511
 NC1511  NAD 83(1986)-  42 54 08.40280(N)    078 52 45.30205(W) AD(       ) 2
 NC1511  NAD 27      -  42 54 08.19527(N)    078 52 46.17335(W) AD(       ) 2
 NC1511  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 NC1511
 NC1511.Superseded values are not recommended for survey control.
 NC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1511.See file dsdata.txt to determine how the superseded data were derived.
 NC1511
 NC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7313552151(NAD 83)
 NC1511_MARKER: DD = SURVEY DISK
 NC1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1511
 NC1511  HISTORY     - Date     Condition        Report By
 NC1511  HISTORY     - 1972     MONUMENTED       NY-029
 NC1511  HISTORY     - 1990     GOOD             USPSQD
 NC1511
 NC1511                          STATION DESCRIPTION
 NC1511
 NC1511'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1511'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 1.2 MILES
 NC1511'SOUTHEAST OF THE EAST END OF THE PEACE BRIDGE TO CANADA.  IT IS
 NC1511'ON THE NORTH SIDE OF NORTH STREET JUST WEST OF COLLEGE STREET.
 NC1511'
 NC1511'TO REACH FROM NIAGARA SQUARE IN DOWNTOWN BUFFALO, GO NORTH
 NC1511'NORTHEAST ON DELAWARE AVENUE FOR 1.1 MILES TO INTERSECTION WITH
 NC1511'NORTH STREET.  TURN LEFT AND GO WEST ON NORTH STREET FOR 0.33
 NC1511'MILE TO STATION ON THE RIGHT ON THE NORTH SIDE OF THE STREET JUST
 NC1511'BEYOND THE INTERSECTION WITH COLLEGE STREET AND JUST BEFORE
 NC1511'NO. 291 THE NAZARETH NURSING HOME.
 NC1511'
 NC1511'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN
 NC1511'THE TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE
 NC1511'DISK IS STAMPED BUF-SED-2 1972.  AN UNDERGROUND DISK WAS SET
 NC1511'AND STAMPED THE SAME.
 NC1511'
 NC1511'FOR AZIMUTH MARK TO THE NE SEE DESCRIPTION OF NGS SEDITA
 NC1511'1972 WHICH IS VISIBLE FROM THE GROUND.
 NC1511'
 NC1511'DISTANCE AND DIRECTION FROM STATION
 NC1511'
 NC1511'RP-1 SOUTHEAST CORNER OF BUILDING NO. 291 NAZARETH NURSING
 NC1511'HOME 102.69 FEET NW
 NC1511'
 NC1511'RP-2 CENTER OF METAL STREET LIGHT POST 25.47 FEET E
 NC1511'
 NC1511'RP-3 CENTER OF TOP OF FIREPLUG IN SOUTHEAST ANGLE OF
 NC1511'INTERSECTION 88.95 FEET SE
 NC1511'
 NC1511'RP-4 CENTERLINE OF NORTH STREET 18.6 FEET S
 NC1511'RP-5 SOUTH EDGE OF CONCRETE WALK 10.11 FEET N
 NC1511'
 NC1511'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1511'IN CONCRETE SIDEWALK IN FRONT OF KLEINHANS MUSIC HALL.
 NC1511'
 NC1511'TO REACH FROM BUF-SED-2, GO WEST ON NORTH STREET FOR 0.17
 NC1511'MILES TO STATION ON THE LEFT.  NORTH STREET BECOMES PORTER AVENUE
 NC1511'WEST OF RICHMOND SO THAT THE MUSIC HALL IS ACTUALLY LOCATED IN
 NC1511'THE WESTERLY ANGLE OF THE INTERSECTION OF PORTER AVENUE AND
 NC1511'PENNSYLVANIA STREET.
 NC1511'
 NC1511'DISTANCE AND DIRECTION FROM STATION
 NC1511'
 NC1511'RP-1 NEAR EDGE OF 24 IN ELM TREE IN WALK 22.53 FEET NW
 NC1511'
 NC1511'RP-2 CENTER OF MANHOLE IN WALK 17.52 FEET SE
 NC1511'
 NC1511'RP-3 NORTHEAST CORNER OF WALL 68.19 FEET S
 NC1511'
 NC1511'RP-4 SOUTHEAST CORNER OF WALL 54.85 FEET SW
 NC1511'
 NC1511'RP-5 SOUTHWEST EDGE OF CONCRETE WALK 2.60 FEET SW
 NC1511
 NC1511                          STATION RECOVERY (1990)
 NC1511
 NC1511'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1483 ***********************************************************************
 NC1483  DESIGNATION -  BUF TEL 1 1972
 NC1483  PID         -  NC1483
 NC1483  STATE/COUNTY-  NY/ERIE
 NC1483  USGS QUAD   -  BUFFALO SE (1965)
 NC1483
 NC1483                         *CURRENT SURVEY CONTROL
 NC1483  ___________________________________________________________________
 NC1483* NAD 83(1996)-  42 50 20.68931(N)    078 51 27.54622(W)     ADJUSTED  
 NC1483* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NC1483  ___________________________________________________________________
 NC1483  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NC1483  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NC1483
 NC1483  HORZ ORDER  -  SECOND
 NC1483
 NC1483.The horizontal coordinates were established by classical geodetic methods
 NC1483.and adjusted by the National Geodetic Survey in January 1999..
 NC1483
 NC1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1483
 NC1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1483
 NC1483.The geoid height was determined by GEOID03.
 NC1483
 NC1483;                    North         East     Units Scale Factor Converg.
 NC1483;SPC NY W     -   315,330.897   327,574.924   MT  0.99994368   -0 11 11.5
 NC1483;SPC NY W     - 1,034,548.12  1,074,718.73   sFT  0.99994368   -0 11 11.5
 NC1483;UTM  17      - 4,745,171.297   675,077.420   MT  0.99997711   +1 27 25.3
 NC1483
 NC1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1483!SPC NY W     -   0.99997728  x   0.99994368  =   0.99992096
 NC1483!UTM  17      -   0.99997728  x   0.99997711  =   0.99995439
 NC1483
 NC1483                          SUPERSEDED SURVEY CONTROL
 NC1483
 NC1483  NAD 83(1986)-  42 50 20.69524(N)    078 51 27.54318(W) AD(       ) 2
 NC1483  NAD 27      -  42 50 20.48570(N)    078 51 28.41959(W) AD(       ) 2
 NC1483  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NC1483
 NC1483.Superseded values are not recommended for survey control.
 NC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1483.See file dsdata.txt to determine how the superseded data were derived.
 NC1483
 NC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7507745171(NAD 83)
 NC1483_MARKER: DD = SURVEY DISK
 NC1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1483+STABILITY: SURFACE MOTION
 NC1483
 NC1483  HISTORY     - Date     Condition        Report By
 NC1483  HISTORY     - 1972     MONUMENTED       NY-029
 NC1483
 NC1483                          STATION DESCRIPTION
 NC1483
 NC1483'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1483'STATION IS LOCATED IN THE CITY OF BUFFALO NEAR THE SHORE OF
 NC1483'LAKE ERIE AND JUST WEST OF THE INTERSECTION OF TIFFT STREET AND
 NC1483'FUHRMANN BOULEVARD.  IT IS LOCATED TO THE WEST OF N.Y. RTE. 5
 NC1483'ABOUT 0.5 MILE NORTHWEST OF THE NORTH BOUNDARY OF THE CITY
 NC1483'OF LACKAWANNA.
 NC1483'
 NC1483'TO REACH FROM THE INTERSECTION OF U.S. RTE. 62 (SOUTH PARK
 NC1483'AVENUE) AND TIFFT STREET IN BUFFALO GO WEST AND SOUTHWEST ON TIFFT
 NC1483'STREET FOR 1.87 MILES PASSING UNDER THE FATHER BAKER BRIDGE ON
 NC1483'N.Y. RTE. 5 TO THE STATION ON THE WEST SIDE OF INTERSECTION WITH
 NC1483'FUHRMAN BOULEVARD.
 NC1483'
 NC1483'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1483'TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE
 NC1483'DISK IS STAMPED BUF-TEL-1 1972.  UNDERGROUND DISK WAS SET AND
 NC1483'STAMPED THE SAME.
 NC1483'
 NC1483'AZIMUTH MARK SIGHTED TO THE ENE WAS THE CENTER OF THE CROSS
 NC1483'ON THE SPIRE OF THE ST. THOMAS ACQUINAS ROMAN CATHOLIC CHURCH.  IT
 NC1483'IS LOCATED IN THE CITY OF BUFFALO AT THE INTERSECTION OF TAMARACK
 NC1483'AVENUE AND ABBOTT ROAD.
 NC1483'
 NC1483'AZIMUTH MARK SIGHTED TO THE NNW WAS THE CENTER OF THE BALL ON
 NC1483'TOP OF THE FREEZER QUEEN FOODS WATER TANK ATOP BUILDING AT 975
 NC1483'FUHRMAN BOULEVARD IN BUFFALO.  IT IS A SILVER COLORED TANK.
 NC1483'
 NC1483'NGS TELESCO 1972 IS ALSO VISIBLE FROM THE GROUND.
 NC1483'
 NC1483'DISTANCE AND DIRECTION FROM STATION
 NC1483'
 NC1483'RP-1 NEAR EDGE OF METAL GUARD RAIL 0.4 FEET W
 NC1483'
 NC1483'RP-2 CENTER OF METAL TRAFFIC LIGHT POST 17.52 FEET N
 NC1483'
 NC1483'RP-3 SOUTHEAST CORNER OF INLET AT BACK EDGE OF CURB
 NC1483'LINE 74.30 FEET NE
 NC1483'
 NC1483'RP-4 CENTERLINE OF FUHRMAN BOULEVARD 27.4 FEET E
 NC1483'
 NC1483'RP-5 SOUTHEAST CORNER OF INLET AT CURB LINE 82.51 FEET SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1505 ***********************************************************************
 NC1505  DESIGNATION -  BUF TEL 2 1972
 NC1505  PID         -  NC1505
 NC1505  STATE/COUNTY-  NY/ERIE
 NC1505  USGS QUAD   -  NORTH COLLINS (1960)
 NC1505
 NC1505                         *CURRENT SURVEY CONTROL
 NC1505  ___________________________________________________________________
 NC1505* NAD 83(1996)-  42 52 00.75089(N)    078 52 39.18060(W)     ADJUSTED  
 NC1505* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NC1505  ___________________________________________________________________
 NC1505  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NC1505  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 NC1505
 NC1505  HORZ ORDER  -  SECOND
 NC1505
 NC1505.The horizontal coordinates were established by classical geodetic methods
 NC1505.and adjusted by the National Geodetic Survey in January 1999..
 NC1505
 NC1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1505
 NC1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1505
 NC1505.The geoid height was determined by GEOID03.
 NC1505
 NC1505;                    North         East     Units Scale Factor Converg.
 NC1505;SPC NY W     -   318,423.925   325,959.041   MT  0.99994461   -0 12 00.6
 NC1505;SPC NY W     - 1,044,695.83  1,069,417.29   sFT  0.99994461   -0 12 00.6
 NC1505;UTM  17      - 4,748,216.783   673,373.417   MT  0.99996980   +1 26 39.3
 NC1505
 NC1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1505!SPC NY W     -   0.99997730  x   0.99994461  =   0.99992191
 NC1505!UTM  17      -   0.99997730  x   0.99996980  =   0.99994710
 NC1505
 NC1505:                Primary Azimuth Mark                     Grid Az
 NC1505:SPC NY W     -  BUFFALO RAD STA WSYL TOWER               068 04 08.3
 NC1505:UTM  17      -  BUFFALO RAD STA WSYL TOWER               066 25 28.4
 NC1505
 NC1505|---------------------------------------------------------------------|
 NC1505| PID    Reference Object                     Distance      Geod. Az  |
 NC1505|                                                           dddmmss.s |
 NC1505| NC1496 BUFFALO RAD STA WSYL TOWER          APPROX. 2.4 KM 0675207.7 |
 NC1505|---------------------------------------------------------------------|
 NC1505
 NC1505                          SUPERSEDED SURVEY CONTROL
 NC1505
 NC1505  NAD 83(1986)-  42 52 00.75677(N)    078 52 39.17767(W) AD(       ) 2
 NC1505  NAD 27      -  42 52 00.54843(N)    078 52 40.05063(W) AD(       ) 2
 NC1505  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NC1505
 NC1505.Superseded values are not recommended for survey control.
 NC1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1505.See file dsdata.txt to determine how the superseded data were derived.
 NC1505
 NC1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7337348217(NAD 83)
 NC1505_MARKER: DD = SURVEY DISK
 NC1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1505+STABILITY: SURFACE MOTION
 NC1505
 NC1505  HISTORY     - Date     Condition        Report By
 NC1505  HISTORY     - 1972     MONUMENTED       NY-029
 NC1505  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 NC1505
 NC1505                          STATION DESCRIPTION
 NC1505
 NC1505'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1505'STATION IS LOCATED IN THE CITY OF BUFFALO NEAR THE SHORE OF
 NC1505'LAKE ERIE AND SOUTHWEST OF THE BUFFALO SKYWAY (N.Y. RTE. 5).  IT
 NC1505'IS 0.9 MILE SOUTHEAST OF THE U.S. COAST GUARD STATION AT THE
 NC1505'ENTRANCE TO BUFFALO RIVER AND IS ON THE WEST SIDE OF FUHRMAN
 NC1505'BOULEVARD SOUTH BOUND AND OPPOSITE CENTER OF TRAFFIC ISLAND WHICH
 NC1505'IS JUST SOUTH OF PIER A.
 NC1505'
 NC1505'TO REACH FROM THE U.S. COAST GUARD STATION AT THE ENTRANCE TO
 NC1505'BUFFALO RIVER GO SOUTHEAST ON FUHRMAN BOULEVARD FOR 0.90 MILES
 NC1505'TO STATION ON THE RIGHT ON THE WEST SIDE OF THE ROAD.  THE
 NC1505'STATION MAY BE REACHED FROM THE INTERSECTION OF U.S. RTE. 62
 NC1505'(SOUTH PARK AVENUE) AND TIFFT STREET IN BUFFALO BY GOING WEST
 NC1505'AND SOUTHWEST ON TIFFT STREET FOR 1.87 MILES PASSING UNDER THE
 NC1505'FATHER BAKER BRIDGE ON N.Y. RTE. 5 TO THE INTERSECTION WITH
 NC1505'FUHRMAN BOULEVARD.  TURN RIGHT AND GO NORTHWEST ON FUHRMAN
 NC1505'BOULEVARD FOR 2.2 MILES TO STATION WHICH IS LOCATED AS IN
 NC1505'FIRST PARAGRAPH ABOVE.
 NC1505'
 NC1505'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1505'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1505'IS STAMPED BUF-TEL-2 1972.  AN UNDERGROUND DISK WAS SET AND
 NC1505'STAMPED THE SAME.
 NC1505'
 NC1505'AZIMUTH MARK SIGHTED TO THE SE WAS THE CENTER OF THE BALL ATOP
 NC1505'THE FREEZER QUEEN FOODS WATER TANK ON TOP OF THE BUILDING AT
 NC1505'NO. 975 FUHRMAN BOULEVARD IN BUFFALO.  IT IS A SILVER TANK.
 NC1505'
 NC1505'AZIMUTH MARK SIGHTED TO THE NE WAS THE LIGHT ON TOP OF THE
 NC1505'WYSL RADIO MAST LOCATED AT NO. 189 VAN RESSLER STREET, BUFFALO.
 NC1505'
 NC1505'NGS TELESCO 1972 IS ALSO VISIBLE FROM THE GROUND.
 NC1505'
 NC1505'DISTANCE AND DIRECTION FROM STATION
 NC1505'
 NC1505'RP-1 CYCLONE FENCE 37.13 FT.W
 NC1505'
 NC1505'RP-2 WEST END OF METAL GUARD RAIL IN TRIANGLE IN
 NC1505'INTERSECTION 131.00 FEET E
 NC1505'
 NC1505'RP-3 FACE OF CONCRETE CURB OF ISLAND IN INTERSECTION 49.55 FEET E
 NC1505'
 NC1505'RP-4 CENTERLINE OF FUHRMAN BOULEVARD SOUTHBOUND 19.6 FEET E
 NC1505'
 NC1505'RP-5 CENTER OF METAL POST FOR YIELD SIGN ON TRIANGLE IN
 NC1505'INTERSECTION 55.15 FEET SE
 NC1505'
 NC1505'RP-6 IT IS 0.27 MILE SOUTH OF DRIVEWAY ENTRANCE TO
 NC1505'MID-CONTINENT COAL AND COKE CO.
 NC1505
 NC1505                          STATION RECOVERY (1995)
 NC1505
 NC1505'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1509 ***********************************************************************
 NC1509  DESIGNATION -  BUF TUT 1
 NC1509  PID         -  NC1509
 NC1509  STATE/COUNTY-  NY/ERIE
 NC1509  USGS QUAD   -  BUFFALO NW (1965)
 NC1509
 NC1509                         *CURRENT SURVEY CONTROL
 NC1509  ___________________________________________________________________
 NC1509* NAD 83(1996)-  42 56 38.74647(N)    078 52 41.57244(W)     ADJUSTED  
 NC1509* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 NC1509  ___________________________________________________________________
 NC1509  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 NC1509  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 NC1509
 NC1509  HORZ ORDER  -  SECOND
 NC1509
 NC1509.The horizontal coordinates were established by classical geodetic methods
 NC1509.and adjusted by the National Geodetic Survey in January 1999..
 NC1509
 NC1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1509
 NC1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1509
 NC1509.The geoid height was determined by GEOID03.
 NC1509
 NC1509;                    North         East     Units Scale Factor Converg.
 NC1509;SPC NY W     -   327,002.137   325,934.808   MT  0.99994462   -0 12 03.2
 NC1509;SPC NY W     - 1,072,839.51  1,069,337.78   sFT  0.99994462   -0 12 03.2
 NC1509;UTM  17      - 4,756,790.972   673,102.844   MT  0.99996864   +1 26 45.2
 NC1509
 NC1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1509!SPC NY W     -   0.99997638  x   0.99994462  =   0.99992100
 NC1509!UTM  17      -   0.99997638  x   0.99996864  =   0.99994502
 NC1509
 NC1509:                Primary Azimuth Mark                     Grid Az
 NC1509:SPC NY W     -  BUFFALO TV STA WNED MAST                 006 12 58.8
 NC1509:UTM  17      -  BUFFALO TV STA WNED MAST                 004 34 10.4
 NC1509
 NC1509|---------------------------------------------------------------------|
 NC1509| PID    Reference Object                     Distance      Geod. Az  |
 NC1509|                                                           dddmmss.s |
 NC1509| NC1512 BUFFALO TV STA WNED MAST            APPROX. 1.1 KM 0060055.6 |
 NC1509|---------------------------------------------------------------------|
 NC1509
 NC1509                          SUPERSEDED SURVEY CONTROL
 NC1509
 NC1509  NAD 83(1986)-  42 56 38.75247(N)    078 52 41.56979(W) AD(       ) 2
 NC1509  NAD 27      -  42 56 38.54595(N)    078 52 42.43949(W) AD(       ) 2
 NC1509  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 NC1509
 NC1509.Superseded values are not recommended for survey control.
 NC1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1509.See file dsdata.txt to determine how the superseded data were derived.
 NC1509
 NC1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7310356791(NAD 83)
 NC1509_MARKER: DD = SURVEY DISK
 NC1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1509_STAMPING: BUF TUT 1 1972
 NC1509_MARK LOGO: NY-029
 NC1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1509+STABILITY: SURFACE MOTION
 NC1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1509+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 NC1509
 NC1509  HISTORY     - Date     Condition        Report By
 NC1509  HISTORY     - 1972     MONUMENTED       NY-029
 NC1509  HISTORY     - 1990     GOOD             USPSQD
 NC1509  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 NC1509  HISTORY     - 19930101 GOOD             URS
 NC1509  HISTORY     - 20000616 GOOD             LOCENG
 NC1509
 NC1509                          STATION DESCRIPTION
 NC1509
 NC1509'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1509'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 1 MILE NORTHWEST
 NC1509'OF DELAWARE PARK.  IT IS ALSO 1.4 MILES SOUTHWEST OF THE
 NC1509'VILLAGE OF KENMORE IN TONAWANDA.
 NC1509'
 NC1509'TO REACH FROM THE INTERSECTION OF ELMWOOD AVE. AND THE
 NC1509'SCAJAQUADA EXPRESSWAY (NY RTE. 198) IN BUFFALO, GO NORTH ON
 NC1509'ELMWOOD AVE. FOR 0.7 MILES TO THE CROSSING OF THE PENN-CENTRAL
 NC1509'RAILROAD AND THE STATION ON THE RIGHT AT THE NORTHEAST CORNER
 NC1509'OF THE INTERSECTION.  STATION IS AT TRACK LEVEL.
 NC1509'
 NC1509'STATION IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1509'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1509'BUF-TUT-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1509'THE SAME.
 NC1509'
 NC1509'STATION IS INTERVISIBLE WITH STATION TUTUSKA 1972.
 NC1509'
 NC1509'AZIMUTH TO NORTH WAS THE CENTERLINE OF THE STEM ON TOP OF
 NC1509'THE BALL ATOP THE KENMORE DEPT. OF PUBLIC WORKS WATER TANK AT
 NC1509'ELMWOOD AVE. AND MANG ST. IN THE VILLAGE OF KENMORE.
 NC1509'
 NC1509'ANOTHER AZIMUTH TO THE NORTH WAS THE CENTERLINE OF THE LIGHT
 NC1509'ATOP THE MAST OF BUFFALO RADIO STATION WBEN AT 2077 ELMWOOD AVE.,
 NC1509'BUFFALO N.Y.
 NC1509'
 NC1509'DISTANCE AND DIRECTION FROM STATION
 NC1509'
 NC1509'RP-1 CHISELED CROSS ON SOUTHWEST CORNER OF STAIRWAY RETAINING
 NC1509'WALL 6.55 FEET N
 NC1509'
 NC1509'RP-2 PK NAIL IN TELEGRAPH POLE 43.35 FEET E
 NC1509'
 NC1509'RP-3 CHISELED CROSS ON TOP OF EAST END OF HORIZONTAL PART
 NC1509'OF SECOND BRIDGE GIRDER 13.79 FEET SW
 NC1509'
 NC1509'RP-4 CENTER OF 3 PUNCH MARKS ON EAST END OF NORTH BRIDGE
 NC1509'RAIL 7.74 FEET NW
 NC1509'
 NC1509'RP-5 CENTERLINE OF ELMWOOD AVE.  42.0 FEET W
 NC1509'
 NC1509'RP-6 GAUGE FACE OF NORTH RAIL OF NORTH TRACK 13.5 FEET S
 NC1509
 NC1509                          STATION RECOVERY (1990)
 NC1509
 NC1509'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEE)
 NC1509'RECOVERED IN GOOD CONDITION.
 NC1509
 NC1509                          STATION RECOVERY (1991)
 NC1509
 NC1509'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1509'MARK NOT FOUND.
 NC1509
 NC1509                          STATION RECOVERY (1993)
 NC1509
 NC1509'RECOVERY NOTE BY URS COMPANY 1993 (ECN)
 NC1509'GOOD.
 NC1509
 NC1509                          STATION RECOVERY (2000)
 NC1509
 NC1509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (MAF)
 NC1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1412 ***********************************************************************
 NC1412  DESIGNATION -  BUF TUT 2 1972
 NC1412  PID         -  NC1412
 NC1412  STATE/COUNTY-  NY/ERIE
 NC1412  USGS QUAD   -  BUFFALO NE (1965)
 NC1412
 NC1412                         *CURRENT SURVEY CONTROL
 NC1412  ___________________________________________________________________
 NC1412* NAD 83(1996)-  42 56 15.02223(N)    078 51 10.48319(W)     ADJUSTED  
 NC1412* NAVD 88     -       190.     (meters)     623.     (feet)  VERTCON   
 NC1412  ___________________________________________________________________
 NC1412  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NC1412  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NC1412
 NC1412  HORZ ORDER  -  SECOND
 NC1412
 NC1412.The horizontal coordinates were established by classical geodetic methods
 NC1412.and adjusted by the National Geodetic Survey in January 1999..
 NC1412
 NC1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1412
 NC1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1412
 NC1412.The geoid height was determined by GEOID03.
 NC1412
 NC1412;                    North         East     Units Scale Factor Converg.
 NC1412;SPC NY W     -   326,263.151   327,997.400   MT  0.99994345   -0 11 01.1
 NC1412;SPC NY W     - 1,070,415.02  1,076,104.80   sFT  0.99994345   -0 11 01.1
 NC1412;UTM  17      - 4,756,111.543   675,185.881   MT  0.99997757   +1 27 46.7
 NC1412
 NC1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1412!SPC NY W     -   0.99997575  x   0.99994345  =   0.99991920
 NC1412!UTM  17      -   0.99997575  x   0.99997757  =   0.99995332
 NC1412
 NC1412                          SUPERSEDED SURVEY CONTROL
 NC1412
 NC1412  NAD 83(1986)-  42 56 15.02826(N)    078 51 10.48053(W) AD(       ) 2
 NC1412  NAD 27      -  42 56 14.82098(N)    078 51 11.35357(W) AD(       ) 2
 NC1412  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 NC1412
 NC1412.Superseded values are not recommended for survey control.
 NC1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1412.See file dsdata.txt to determine how the superseded data were derived.
 NC1412
 NC1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7518656112(NAD 83)
 NC1412_MARKER: DD = SURVEY DISK
 NC1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1412+STABILITY: SURFACE MOTION
 NC1412
 NC1412  HISTORY     - Date     Condition        Report By
 NC1412  HISTORY     - 1972     MONUMENTED       NY-029
 NC1412  HISTORY     - 1990     GOOD             USPSQD
 NC1412  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NC1412
 NC1412                          STATION DESCRIPTION
 NC1412
 NC1412'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1412'STATION IS LOCATED IN THE CITY OF BUFFALO IN DELAWARE PARK
 NC1412'NEAR ENTRANCE GATE NO. 7 TO THE ZOOLOGICAL GARDENS.  IT IS ALSO
 NC1412'0.6 MILES NORTH OF THE JUNCTION OF MAIN ST. (N.Y. RTE. 5) AND THE
 NC1412'SCAJAQUADA EXPRESSWAY (N.Y. RTE. 198).
 NC1412'
 NC1412'TO REACH FROM THE INTERSECTION OF MAIN ST. AND THE SCAJAQUADA
 NC1412'EXPRESSWAY, GO NORTHEAST ON MAIN ST. FOR 0.6 MILES TO THE
 NC1412'JEWETT PARKWAY.  TURN LEFT AND GO NORTHWEST ON JEWETT PKWY. FOR
 NC1412'0.4 MILES TO MEADOW DRIVE IN DELAWARE PARK.  TURN RIGHT AND GO
 NC1412'NORTH FOR 0.05 MILES TO STATION ON LEFT OPPOSITE GATE NO. 7 TO
 NC1412'THE ZOO.
 NC1412'
 NC1412'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1412'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1412'BUF-TUT-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1412'STAMPED THE SAME.
 NC1412'
 NC1412'STATION IS INTERVISIBLE WITH TUTUSKA 1972.
 NC1412'
 NC1412'AZIMUTH TO SOUTHWEST IS THE CENTERLINE OF THE LIGHT ON THE
 NC1412'RADIO MAST OF THE BUFFALO POLICE RADIO.  THE MAST IS THE SOUTH
 NC1412'ONE OF TWO MASTS AND IS LOCATED SOUTH OF SOUTH MEADOW DRIVE AND
 NC1412'NORTH OF N.Y. RTE. 198.
 NC1412'
 NC1412'DISTANCE AND DIRECTION FROM STATION
 NC1412'
 NC1412'RP-1 NEAR EDGE OF 14 IN DIA. MAPLE TREE 40.70 FEET NW
 NC1412'
 NC1412'RP-2 FACE OF CURB ON WEST SIDE OF MEADOW DRIVE 6.40 FEET NE
 NC1412'
 NC1412'RP-3 SOUTH CORNER OF STONE BASE OF STATUE OF A RAM AT THE
 NC1412'ENTRANCE TO ZOO 66.85 FEET NE
 NC1412'
 NC1412'RP-4 CENTERLINE OF MEADOW DRIVE 22.5 FEET NE
 NC1412'
 NC1412'RP-5 CHISELED CROSS ON BASE OF LIGHT POLE 66.60 FEET SE
 NC1412'
 NC1412'RP-6 NEAR EDGE OF 24 IN DIA. MAPLE TREE 43.65 FEET S
 NC1412
 NC1412                          STATION RECOVERY (1990)
 NC1412
 NC1412'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEE)
 NC1412'RECOVERED IN GOOD CONDITION.
 NC1412
 NC1412                          STATION RECOVERY (2001)
 NC1412
 NC1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NC1412'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1523 ***********************************************************************
 NC1523  DESIGNATION -  BUF TUT 3
 NC1523  PID         -  NC1523
 NC1523  STATE/COUNTY-  NY/ERIE
 NC1523  USGS QUAD   -  BUFFALO NW (1965)
 NC1523
 NC1523                         *CURRENT SURVEY CONTROL
 NC1523  ___________________________________________________________________
 NC1523* NAD 83(1996)-  42 56 15.15419(N)    078 53 29.59223(W)     ADJUSTED  
 NC1523* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 NC1523  ___________________________________________________________________
 NC1523  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NC1523  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 NC1523
 NC1523  HORZ ORDER  -  SECOND
 NC1523
 NC1523.The horizontal coordinates were established by classical geodetic methods
 NC1523.and adjusted by the National Geodetic Survey in January 1999..
 NC1523
 NC1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1523
 NC1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1523
 NC1523.The geoid height was determined by GEOID03.
 NC1523
 NC1523;                    North         East     Units Scale Factor Converg.
 NC1523;SPC NY W     -   326,278.056   324,843.560   MT  0.99994528   -0 12 35.9
 NC1523;SPC NY W     - 1,070,463.92  1,065,757.58   sFT  0.99994528   -0 12 35.9
 NC1523;UTM  17      - 4,756,035.816   672,032.832   MT  0.99996410   +1 26 11.9
 NC1523
 NC1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1523!SPC NY W     -   0.99999269  x   0.99994528  =   0.99993797
 NC1523!UTM  17      -   0.99999269  x   0.99996410  =   0.99995679
 NC1523
 NC1523:                Primary Azimuth Mark                     Grid Az
 NC1523:SPC NY W     -  BUFF ST JOHNS CH SPIRE IBC               247 46 27.3
 NC1523:UTM  17      -  BUFF ST JOHNS CH SPIRE IBC               246 07 39.5
 NC1523
 NC1523|---------------------------------------------------------------------|
 NC1523| PID    Reference Object                     Distance      Geod. Az  |
 NC1523|                                                           dddmmss.s |
 NC1523| NC1557 BUFF ST JOHNS CH SPIRE IBC          APPROX. 0.7 KM 2473351.4 |
 NC1523| CZ9809 BUF TUT 3 AZ MK A                                  2492136.4 |
 NC1523|---------------------------------------------------------------------|
 NC1523
 NC1523                          SUPERSEDED SURVEY CONTROL
 NC1523
 NC1523  NAD 83(1986)-  42 56 15.16017(N)    078 53 29.58960(W) AD(       ) 2
 NC1523  NAD 27      -  42 56 14.95385(N)    078 53 30.45797(W) AD(       ) 2
 NC1523  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 NC1523
 NC1523.Superseded values are not recommended for survey control.
 NC1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1523.See file dsdata.txt to determine how the superseded data were derived.
 NC1523
 NC1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7203356036(NAD 83)
 NC1523_MARKER: DD = SURVEY DISK
 NC1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC1523+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 NC1523
 NC1523  HISTORY     - Date     Condition        Report By
 NC1523  HISTORY     - 1972     MONUMENTED       NY-029
 NC1523  HISTORY     - 19920101 MARK NOT FOUND   HAYDEN
 NC1523  HISTORY     - 20000616 GOOD             LOCENG
 NC1523
 NC1523                          STATION DESCRIPTION
 NC1523
 NC1523'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1523'STATION IS LOCATED IN THE CITY OF BUFFALO ABOUT 0.7 MILES
 NC1523'NORTHEAST OF SQUAW ISLAND IN THE NIAGARA RIVER.  IT IS ALSO 2 MILES
 NC1523'SOUTHWEST OF THE VILLAGE OF KENMORE.
 NC1523'
 NC1523'TO REACH FROM THE INTERSECTION OF ELMWOOD AVE. AND AMHERST
 NC1523'ST. JUST NORTH OF DELAWARE PARK IN BUFFALO, GO WEST ON AMHERST
 NC1523'ST. FOR 1.3 MILES TO TEXACO SERVICE STATION ON LEFT AT NO. 324
 NC1523'ELMWOOD AVE.
 NC1523'
 NC1523'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IS A
 NC1523'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1523'BUF-TUT-3 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1523'THE SAME.
 NC1523'
 NC1523'STATION IS INTERVISIBLE WITH STATION TUTUSKA 1972.
 NC1523'
 NC1523'AZIMUTH TO SOUTHWEST WAS THE CENTERLINE OF THE BASE OF
 NC1523'THE CROSS ON THE SPIRE OF ST. JOHNS UNITED CHURCH OF CHRIST AT
 NC1523'83-89 AMHERST ST. IN BUFFALO, N.Y.
 NC1523'
 NC1523'DISTANCE AND DIRECTION FROM STATION
 NC1523'
 NC1523'RP-1 CHISELED CROSS ON EAST END OF STONE CURB 9.46 FEET N
 NC1523'
 NC1523'RP-2 CENTER OF 3 PUNCH MARKS IN METAL SIGN POLE 5.02 FEET S
 NC1523'
 NC1523'RP-3 NORTHEAST CORNER OF FOUNDATION OF HOUSE NO. 325 12.94 FEET S
 NC1523'
 NC1523'RP-4 NORTHEAST CORNER OF FOUNDATION OF HOUSE NO. 321 31.50 FEET SW
 NC1523'
 NC1523'RP-5 EAST EDGE OF RIM OF GATE VALVE BOX 1.10 FEET W
 NC1523'
 NC1523'RP-6 SOUTH EDGE OF EAST-WEST SIDEWALK 1.64 FEET N
 NC1523'
 NC1523'RP-7 CENTERLINE OF AMHERST ST.  29.5 FEET N
 NC1523'
 NC1523'RP-8 WEST EDGE OF WEST DRIVE INTO GAS STATION 1.0 FEET E
 NC1523'
 NC1523'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1523'IN A CONCRETE SIDEWALK NEAR THE AMHERST ST. UNDERPASS OF THE
 NC1523'PENN-CENTRAL RAILROAD.  THE DISK IS STAMPED BUF-TUT-3
 NC1523'AZ. A 1972.
 NC1523'
 NC1523'TO REACH FROM BUF-TUT-3, GO SOUTHWEST ON AMHERST ST. FOR
 NC1523'0.25 MILES AND STATION ON RIGHT BEFORE RAILROAD UNDERPASS.
 NC1523'
 NC1523'DISTANCE AND DIRECTION FROM STATION
 NC1523'
 NC1523'RP-1 CENTER OF TOP NUT ON FIRE HYDRANT 36.45 FEET NW
 NC1523'
 NC1523'RP-2 NEAR EDGE OF CORNER FENCE POST 22.82 FEET NW
 NC1523'
 NC1523'RP-3 CROSS CUT IN CONCRETE BASE OF FENCE POST 9.40 FEET NE
 NC1523'
 NC1523'RP-4 CENTERLINE OF SERVICE ROAD 21.4 FEET S
 NC1523'
 NC1523'RP-5 FACE OF CURB ON NORTH SIDE OF SERVICE ROAD 6.95 FEET S
 NC1523
 NC1523                          STATION RECOVERY (1992)
 NC1523
 NC1523'RECOVERY NOTE BY HAYDEN-WEGMAN 1992 (RHF)
 NC1523'POSSIBLY DESTROYED DUE TO NEWLY CONSTRUCTED SIDEWALK.
 NC1523
 NC1523                          STATION RECOVERY (2000)
 NC1523
 NC1523'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (MAF)
 NC1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2472 ***********************************************************************
 OF2472  DESIGNATION -  BUFF
 OF2472  PID         -  OF2472
 OF2472  STATE/COUNTY-  NY/MONROE
 OF2472  USGS QUAD   -  CHURCHVILLE (1978)
 OF2472
 OF2472                         *CURRENT SURVEY CONTROL
 OF2472  ___________________________________________________________________
 OF2472* NAD 83(1996)-  43 05 13.84904(N)    077 55 38.89921(W)     ADJUSTED  
 OF2472* NAVD 88     -       187.18   (+/-2cm)     614.1    (feet)  VERTCON   
 OF2472  ___________________________________________________________________
 OF2472  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OF2472  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OF2472
 OF2472  HORZ ORDER  -  FIRST
 OF2472  VERT ORDER  -  THIRD ? (See Below)
 OF2472
 OF2472.The horizontal coordinates were established by classical geodetic methods
 OF2472.and adjusted by the National Geodetic Survey in January 1999..
 OF2472
 OF2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2472.The vertical order pertains to the NGVD 29 superseded value.
 OF2472
 OF2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2472
 OF2472.The geoid height was determined by GEOID03.
 OF2472
 OF2472;                    North         East     Units Scale Factor Converg.
 OF2472;SPC NY W     -   343,063.383   403,400.638   MT  0.99997257   +0 26 52.9
 OF2472;SPC NY W     - 1,125,533.78  1,323,490.26   sFT  0.99997257   +0 26 52.9
 OF2472;UTM  18      - 4,774,656.352   261,717.136   MT  1.00029854   -2 00 02.6
 OF2472;UTM  17      - 4,775,079.072   750,090.509   MT  1.00036949   +2 05 59.9
 OF2472
 OF2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2472!SPC NY W     -   0.99997614  x   0.99997257  =   0.99994871
 OF2472!UTM  18      -   0.99997614  x   1.00029854  =   1.00027468
 OF2472!UTM  17      -   0.99997614  x   1.00036949  =   1.00034562
 OF2472
 OF2472|---------------------------------------------------------------------|
 OF2472| PID    Reference Object                     Distance      Geod. Az  |
 OF2472|                                                           dddmmss.s |
 OF2472| DA1594 BUFF RM 1                            21.701 METERS 05259     |
 OF2472| OF2467 CHURCHVILLE MUN WATER TANK          APPROX. 4.2 KM 0581845.3 |
 OF2472| OF2475 RIGA CENTER STANDPIPE               APPROX. 4.3 KM 1314845.6 |
 OF2472| OF2476 801 NYGS 1969                        31.142 METERS 21906     |
 OF2472| OF2468 BERGEN MUN TANK                     APPROX. 1.8 KM 2385735.3 |
 OF2472| DA1593 BUFF AZ MK                                         2464039.8 |
 OF2472| OF2473 BERGEN C AND B FOOD INC STACK       APPROX. 1.8 KM 2612235.0 |
 OF2472|---------------------------------------------------------------------|
 OF2472
 OF2472                          SUPERSEDED SURVEY CONTROL
 OF2472
 OF2472  NAD 83(1986)-  43 05 13.85560(N)    077 55 38.89735(W) AD(       ) 1
 OF2472  NAD 27      -  43 05 13.63612(N)    077 55 39.85636(W) AD(       ) 1
 OF2472  NGVD 29 (07/19/86)  187.36   (m)          614.7    (f) LEVELING    3  
 OF2472
 OF2472.Superseded values are not recommended for survey control.
 OF2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2472.See file dsdata.txt to determine how the superseded data were derived.
 OF2472
 OF2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6171774656(NAD 83)
 OF2472_MARKER: DS = TRIANGULATION STATION DISK
 OF2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2472
 OF2472  HISTORY     - Date     Condition        Report By
 OF2472  HISTORY     - 1969     MONUMENTED       CGS
 OF2472  HISTORY     - 1977     GOOD             NY-055
 OF2472
 OF2472                          STATION DESCRIPTION
 OF2472
 OF2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2472'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF RIGA CENTER,
 OF2472'2-1/2 MILES SOUTHWEST OF CHURCHVILLE, 3/4 MILE EAST-NORTHEAST
 OF2472'OF BERGEN AND ON PROPERTY OWNED BY MR. CARL ROBINSON.
 OF2472'
 OF2472'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OF2472'262 IN BERGEN, GO EASTERLY ON HIGHWAY 262 FOR 0.4 MILE TO THE
 OF2472'AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY 262 FOR
 OF2472'0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO NORTHEASTERLY ON
 OF2472'STATE HIGHWAY 33 FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OF2472'
 OF2472'STATION MARK, STAMPED BUFF 1969 IS A STANDARD DISK SET IN A
 OF2472'ROUND CONCRETE MONUMENT WHICH IS SET 14 INCHES BELOW THE GROUND
 OF2472'SURFACE.  IT IS 78 FEET NORTHWEST OF POWER POLE NUMBER 106, 74
 OF2472'FEET WEST OF THE METAL WITNESS POST AT RM 1, 45 FEET NORTHWEST OF
 OF2472'THE CENTER OF HIGHWAY 33 AND IN THE CENTER OF A DIM FIELD ROAD.
 OF2472'
 OF2472'RM 1, STAMPED BUFF NO 1 1969 IS A STANDARD DISK SET IN A ROUND
 OF2472'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 93.5 FEET
 OF2472'WEST-NORTHWEST OF POWER POLE NUMBER 105, 89 FEET NORTH OF POWER
 OF2472'POLE NUMBER 106, 34 FEET NORTHWEST OF THE CENTER OF HIGHWAY 33
 OF2472'AND 3.1 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 OF2472'
 OF2472'801 (NYGS), STAMPED 801 IS A STANDARD USC AND GS AND SS DISK SET
 OF2472'IN A 6 BY 6 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 OF2472'IS 68 FEET NORTHWEST OF POWER POLE NUMBER 107, 35 FEET NORTHWEST
 OF2472'OF THE CENTER OF HIGHWAY 33, 4 FEET NORTHWEST OF A METAL WITNESS
 OF2472'POST AND 1.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CULTIVATED
 OF2472'FIELD.
 OF2472'
 OF2472'AZ MK, STAMPED BUFF 1969 IS A STANDARD DISK SET IN A ROUND
 OF2472'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT
 OF2472'IS 63.5 FEET NORTHWEST OF A FIRE HYDRANT, 20.5 FEET NORTH OF THE
 OF2472'CENTER OF HIGHWAY 262, 2.4 FEET WEST OF A METAL WITNESS POST
 OF2472'AND 2.2 FEET EAST OF POWER POLE NUMBER 128.
 OF2472'
 OF2472'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OF2472
 OF2472                          STATION RECOVERY (1977)
 OF2472
 OF2472'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2472'BUFF RECOVERED IN GOOD CONDITION
 OF2472'
 OF2472'BUFF AZ MK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1625 ***********************************************************************
 NC1625  DESIGNATION -  BUFF CITY HALL 1875
 NC1625  PID         -  NC1625
 NC1625  STATE/COUNTY-  NY/ERIE
 NC1625  USGS QUAD   -  BUFFALO NW (1965)
 NC1625
 NC1625                         *CURRENT SURVEY CONTROL
 NC1625  ___________________________________________________________________
 NC1625* NAD 83(1996)-  42 53 03.12758(N)    078 52 40.19899(W)     ADJUSTED  
 NC1625* NAVD 88     -                                                        
 NC1625  ___________________________________________________________________
 NC1625  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 NC1625  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC1625
 NC1625  HORZ ORDER  -  THIRD
 NC1625
 NC1625.The horizontal coordinates were established by classical geodetic methods
 NC1625.and adjusted by the National Geodetic Survey in January 1999..
 NC1625
 NC1625
 NC1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1625
 NC1625.The geoid height was determined by GEOID03.
 NC1625
 NC1625;                    North         East     Units Scale Factor Converg.
 NC1625;SPC NY W     -   320,348.734   325,942.658   MT  0.99994462   -0 12 01.5
 NC1625;SPC NY W     - 1,051,010.80  1,069,363.54   sFT  0.99994462   -0 12 01.5
 NC1625;UTM  17      - 4,750,140.377   673,301.794   MT  0.99996949   +1 26 40.3
 NC1625
 NC1625                          SUPERSEDED SURVEY CONTROL
 NC1625
 NC1625  NAD 83(1986)-  42 53 03.13390(N)    078 52 40.19661(W) AD(       ) 4
 NC1625  NAD 27      -  42 53 02.92800(N)    078 52 41.06000(W) AD(       ) 3
 NC1625
 NC1625.Superseded values are not recommended for survey control.
 NC1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1625.See file dsdata.txt to determine how the superseded data were derived.
 NC1625
 NC1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7330250140(NAD 83)
 NC1625_MARKER: 55 = TOWER
 NC1625
 NC1625  HISTORY     - Date     Condition        Report By
 NC1625  HISTORY     - 1909     FIRST OBSERVED   USLS
 NC1625  HISTORY     - 1971     GOOD             IBC
 NC1625  HISTORY     - 19970203 GOOD             USPSQD
 NC1625  HISTORY     - 19980729 GOOD             USPSQD
 NC1625
 NC1625                          STATION DESCRIPTION
 NC1625
 NC1625'DESCRIBED BY US LAKE SURVEY 1909 (GCB)
 NC1625'THE OLD CITY HALL IS A LARGE GRANITE BUILDING ON THE SQUARE INCLOSED
 NC1625'BY EAGLE, FRANKLIN, CHURCH, AND DELAWARE STREETS IN THE CITY OF
 NC1625'BUFFALO, NEW YORK.
 NC1625'
 NC1625'THE GEODETIC POINT IS THE APEX OF THE TALL TOWER.
 NC1625
 NC1625                          STATION RECOVERY (1971)
 NC1625
 NC1625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1625'STATION RECOVERED IN GOOD CONDITION.
 NC1625
 NC1625                          STATION RECOVERY (1997)
 NC1625
 NC1625'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1625'RECOVERED IN GOOD CONDITION.
 NC1625
 NC1625                          STATION RECOVERY (1998)
 NC1625
 NC1625'RECOVERY NOTE BY US POWER SQUADRON 1998
 NC1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0370 ***********************************************************************
 NC0370  DESIGNATION -  BUFFALO
 NC0370  PID         -  NC0370
 NC0370  STATE/COUNTY-  NY/ERIE
 NC0370  USGS QUAD   -  BUFFALO NW (1965)
 NC0370
 NC0370                         *CURRENT SURVEY CONTROL
 NC0370  ___________________________________________________________________
 NC0370* NAD 83(1986)-  42 53 11.     (N)    078 52 44.     (W)     SCALED    
 NC0370* NAVD 88     -       183.668  (meters)     602.58   (feet)  ADJUSTED  
 NC0370  ___________________________________________________________________
 NC0370  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC0370  DYNAMIC HT  -         183.619 (meters)     602.42  (feet)  COMP
 NC0370  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 NC0370
 NC0370  VERT ORDER  -  FIRST     CLASS 0
 NC0370
 NC0370.The horizontal coordinates were scaled from a topographic map and have
 NC0370.an estimated accuracy of +/- 6 seconds.
 NC0370
 NC0370.The orthometric height was determined by differential leveling
 NC0370.and adjusted by the National Geodetic Survey in June 1991..
 NC0370
 NC0370.The geoid height was determined by GEOID03.
 NC0370
 NC0370.The dynamic height is computed by dividing the NAVD 88
 NC0370.geopotential number by the normal gravity value computed on the
 NC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0370.degrees latitude (g = 980.6199 gals.).
 NC0370
 NC0370.The modeled gravity was interpolated from observed gravity values.
 NC0370
 NC0370;                    North         East    Units  Estimated Accuracy
 NC0370;SPC NY W     -   320,590.      325,860.      MT  (+/- 180 meters Scaled)
 NC0370
 NC0370                          SUPERSEDED SURVEY CONTROL
 NC0370
 NC0370  NGVD 29 (??/??/92)  183.828  (m)          603.11   (f) ADJ UNCH    1 0
 NC0370
 NC0370.Superseded values are not recommended for survey control.
 NC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0370.See file dsdata.txt to determine how the superseded data were derived.
 NC0370
 NC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH732503(NAD 83)
 NC0370_MARKER: DB = BENCH MARK DISK
 NC0370_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NC0370_SP_SET: WALL
 NC0370_STAMPING: BUFFALO 1934
 NC0370_MARK LOGO: CGS   
 NC0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0370+STABILITY: SURFACE MOTION
 NC0370
 NC0370  HISTORY     - Date     Condition        Report By
 NC0370  HISTORY     - UNK      MONUMENTED       CGS
 NC0370  HISTORY     - 1970     GOOD             USLS
 NC0370  HISTORY     - 1977     GOOD             NGS
 NC0370  HISTORY     - 19970415 GOOD             LOCENG
 NC0370
 NC0370                          STATION DESCRIPTION
 NC0370
 NC0370'DESCRIBED BY US LAKE SURVEY 1970
 NC0370'IN BUFFALO.
 NC0370'A BENCH MARK ESTABLISHED BY THE UNITED STATES COAST AND GEODETIC
 NC0370'SURVEY, IS AT BUFFALO, ERIE COUNTY, NEW YORK, IN EAST WALL OF CITY
 NC0370'HALL, 44.9 FEET SOUTH OF SOUTH END OF CONCRETE STEPS, 5.2 FEET SOUTH
 NC0370'OF A 10-INCH OFFSET IN SIDE OF BUILDING, 3 FEET ABOVE THE GROUND
 NC0370'SURFACE, BEING HORIZONTAL LINE OF CROSS IN BRONZE DISC SET INTO THE
 NC0370'CONCRETE WALL.
 NC0370
 NC0370                          STATION RECOVERY (1977)
 NC0370
 NC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0370'RECOVERED IN GOOD CONDITION.
 NC0370
 NC0370                          STATION RECOVERY (1997)
 NC0370
 NC0370'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (DFS)
 NC0370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0220 ***********************************************************************
 OG0220  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0220  DESIGNATION -  BUFFALO AVE
 OG0220  PID         -  OG0220
 OG0220  STATE/COUNTY-  NY/NIAGARA
 OG0220  USGS QUAD   -  
 OG0220
 OG0220                         *CURRENT SURVEY CONTROL
 OG0220  ___________________________________________________________________
 OG0220* NAD 83(1986)-  43 04 49.     (N)    079 03 03.     (W)     SCALED    
 OG0220* NAVD 88     -       178.971  (meters)     587.17   (feet)  ADJUSTED  
 OG0220  ___________________________________________________________________
 OG0220  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OG0220  DYNAMIC HT  -         178.927 (meters)     587.03  (feet)  COMP
 OG0220  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 OG0220
 OG0220  VERT ORDER  -  FIRST     CLASS 0
 OG0220
 OG0220.The horizontal coordinates were scaled from a topographic map and have
 OG0220.an estimated accuracy of +/- 6 seconds.
 OG0220
 OG0220.The orthometric height was determined by differential leveling
 OG0220.and adjusted by the National Geodetic Survey in July 1997..
 OG0220
 OG0220.This Tidal Bench Mark is designated as VM 13022
 OG0220.by the Center for Operational Oceanographic Products and Services.
 OG0220
 OG0220.This Tidal Bench Mark is designated as VM 17005
 OG0220.by the Center for Operational Oceanographic Products and Services.
 OG0220
 OG0220.The geoid height was determined by GEOID03.
 OG0220
 OG0220.The dynamic height is computed by dividing the NAVD 88
 OG0220.geopotential number by the normal gravity value computed on the
 OG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0220.degrees latitude (g = 980.6199 gals.).
 OG0220
 OG0220.The modeled gravity was interpolated from observed gravity values.
 OG0220
 OG0220;                    North         East    Units  Estimated Accuracy
 OG0220;SPC NY W     -   342,190.      311,930.      MT  (+/- 180 meters Scaled)
 OG0220
 OG0220                          SUPERSEDED SURVEY CONTROL
 OG0220
 OG0220  NAVD 88 (06/15/91)  178.980  (m)          587.20   (f) UNKNOWN     1 0
 OG0220
 OG0220.Superseded values are not recommended for survey control.
 OG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0220.See file dsdata.txt to determine how the superseded data were derived.
 OG0220
 OG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH586715(NAD 83)
 OG0220_MARKER: Z = SEE DESCRIPTION
 OG0220_SETTING: 0 = UNSPECIFIED SETTING
 OG0220_SP_SET: STONE
 OG0220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0220
 OG0220  HISTORY     - Date     Condition        Report By
 OG0220  HISTORY     - 1964     MONUMENTED       USLS
 OG0220  HISTORY     - 1970     GOOD             USLS
 OG0220  HISTORY     - 1977     GOOD             NGS
 OG0220  HISTORY     - 19950615 GOOD             NOS
 OG0220
 OG0220                          STATION DESCRIPTION
 OG0220
 OG0220'DESCRIBED BY US LAKE SURVEY 1970
 OG0220'IN NIAGARA FALLS.
 OG0220'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN NIAGARA FRONTIER
 OG0220'STATE PARK, 0.6 MILE EAST OF GOAT ISLAND BRIDGE OVER ROBERT MOSES
 OG0220'PARKWAY, AT THE SOUTHWEST END OF BUFFALO AVE. EXIT OVERPASS, 57.2
 OG0220'FEET EAST OF LIGHT POLE NO. B-9, 41.4 FEET WEST OF LIGHT POLE NO.
 OG0220'B-10, 7.5 FEET SOUTH OF PARKWAY CURB, 4 FEET ABOVE THE GROUND
 OG0220'SURFACE, BEING HIGHEST POINT IN A 1-INCH SQUARE CUT IN THE TOP OF THE
 OG0220'SOUTHWEST CORNER OF THE STONE GUARD POST.
 OG0220
 OG0220                          STATION RECOVERY (1977)
 OG0220
 OG0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0220'RECOVERED IN GOOD CONDITION.
 OG0220
 OG0220                          STATION RECOVERY (1995)
 OG0220
 OG0220'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 OG0220'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, IN NIAGARA FRONTIER
 OG0220'STATE PARK, 0.6 MILE (1.0 KM) EAST OF GOAT ISLAND BRIDGE OVER ROBERT
 OG0220'MOSES PARKWAY, AT THE SOUTHWEST END OF BUFFALO AVE.  EXIT OVERPASS,
 OG0220'57.2 FEET (17.4 M) EAST OF LIGHT POLE NO.  B-9, 41.4 FEET (12.6 M)
 OG0220'WEST OF LIGHT POLE NO.  B-10, 7.5 FEET (2.3 M) SOUTH OF PARKWAY CURB,
 OG0220'4 FEET (1.2 M) ABOVE THE GROUND SURFACE, BEING HIGHEST POINT IN A
 OG0220'1-INCH SQUARE CUT IN THE TOP OF THE SOUTHWEST CORNER OF THE STONE
 OG0220'GUARD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7164 ***********************************************************************
 DE7164  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7164  DESIGNATION -  BUFFALO CORS ARP
 DE7164  CORS_ID     -  BFNY
 DE7164  PID         -  DE7164
 DE7164  STATE/COUNTY-  NY/ERIE
 DE7164  USGS QUAD   -  BUFFALO NW (1965)
 DE7164
 DE7164                         *CURRENT SURVEY CONTROL
 DE7164  ___________________________________________________________________
 DE7164* NAD 83(CORS)-  42 52 39.17348(N)    078 53 25.58496(W)     ADJUSTED  
 DE7164* NAVD 88     -                                                        
 DE7164  ___________________________________________________________________
 DE7164  EPOCH DATE  -        2002.00
 DE7164  X           -     902,024.844 (meters)                     COMP
 DE7164  Y           -  -4,593,601.987 (meters)                     COMP
 DE7164  Z           -   4,317,642.757 (meters)                     COMP
 DE7164  ELLIP HEIGHT-         146.63  (meters)          (09/??/02) GPS OBS
 DE7164  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DE7164
 DE7164  HORZ ORDER  -  SPECIAL (CORS)
 DE7164  ELLP ORDER  -  SPECIAL (CORS)
 DE7164
 DE7164.ITRF positions are available for this station.
 DE7164.The coordinates were established by GPS observations
 DE7164.and adjusted by the National Geodetic Survey in September 2002..
 DE7164.The coordinates are valid at the epoch date displayed above.
 DE7164.The epoch date for horizontal control is a decimal equivalence
 DE7164.of Year/Month/Day.
 DE7164
 DE7164
 DE7164.The PID for the CORS L1 Phase Center is DE7165.
 DE7164
 DE7164.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7164
 DE7164.The ellipsoidal height was determined by GPS observations
 DE7164.and is referenced to NAD 83.
 DE7164
 DE7164.The geoid height was determined by GEOID03.
 DE7164
 DE7164;                    North         East     Units Scale Factor Converg.
 DE7164;SPC NY W     -   319,613.272   324,910.092   MT  0.99994524   -0 12 32.3
 DE7164;SPC NY W     - 1,048,597.88  1,065,975.86   sFT  0.99994524   -0 12 32.3
 DE7164
 DE7164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7164!SPC NY W     -   0.99997701  x   0.99994524  =   0.99992225
 DE7164
 DE7164                          SUPERSEDED SURVEY CONTROL
 DE7164
 DE7164.No superseded survey control is available for this station.
 DE7164
 DE7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7229149376(NAD 83)
 DE7164_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7164
 DE7164                          STATION DESCRIPTION
 DE7164
 DE7164'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE7164'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE7164'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE7164'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE7164'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE7164'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7165 ***********************************************************************
 DE7165  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7165  DESIGNATION -  BUFFALO CORS L1 PHASE CENTER
 DE7165  CORS_ID     -  BFNY
 DE7165  PID         -  DE7165
 DE7165  STATE/COUNTY-  NY/ERIE
 DE7165  USGS QUAD   -  BUFFALO NW (1965)
 DE7165
 DE7165                         *CURRENT SURVEY CONTROL
 DE7165  ___________________________________________________________________
 DE7165* NAD 83(CORS)-  42 52 39.17349(N)    078 53 25.58494(W)     ADJUSTED  
 DE7165* NAVD 88     -                                                        
 DE7165  ___________________________________________________________________
 DE7165  EPOCH DATE  -        2002.00
 DE7165  X           -     902,024.854 (meters)                     COMP
 DE7165  Y           -  -4,593,602.037 (meters)                     COMP
 DE7165  Z           -   4,317,642.805 (meters)                     COMP
 DE7165  ELLIP HEIGHT-         146.70  (meters)          (09/??/02) GPS OBS
 DE7165  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DE7165
 DE7165  HORZ ORDER  -  SPECIAL (CORS)
 DE7165  ELLP ORDER  -  SPECIAL (CORS)
 DE7165
 DE7165.ITRF positions are available for this station.
 DE7165.The coordinates were established by GPS observations
 DE7165.and adjusted by the National Geodetic Survey in September 2002..
 DE7165.The coordinates are valid at the epoch date displayed above.
 DE7165.The epoch date for horizontal control is a decimal equivalence
 DE7165.of Year/Month/Day.
 DE7165
 DE7165
 DE7165.The PID for the CORS ARP is DE7164.
 DE7165
 DE7165.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7165
 DE7165.The ellipsoidal height was determined by GPS observations
 DE7165.and is referenced to NAD 83.
 DE7165
 DE7165.The geoid height was determined by GEOID03.
 DE7165
 DE7165;                    North         East     Units Scale Factor Converg.
 DE7165;SPC NY W     -   319,613.273   324,910.093   MT  0.99994524   -0 12 32.3
 DE7165;SPC NY W     - 1,048,597.88  1,065,975.86   sFT  0.99994524   -0 12 32.3
 DE7165
 DE7165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7165!SPC NY W     -   0.99997699  x   0.99994524  =   0.99992224
 DE7165
 DE7165                          SUPERSEDED SURVEY CONTROL
 DE7165
 DE7165.No superseded survey control is available for this station.
 DE7165
 DE7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7229149376(NAD 83)
 DE7165_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE7165
 DE7165                          STATION DESCRIPTION
 DE7165
 DE7165'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE7165'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE7165'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE7165'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE7165'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE7165'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1407 ***********************************************************************
 NC1407  DESIGNATION -  BUFFALO COURIER CABLE CO MAST
 NC1407  PID         -  NC1407
 NC1407  STATE/COUNTY-  NY/ERIE
 NC1407  USGS QUAD   -  BUFFALO NE (1965)
 NC1407
 NC1407                         *CURRENT SURVEY CONTROL
 NC1407  ___________________________________________________________________
 NC1407* NAD 83(1996)-  42 56 44.53143(N)    078 49 35.36016(W)     ADJUSTED  
 NC1407* NAVD 88     -                                                        
 NC1407  ___________________________________________________________________
 NC1407  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NC1407  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 NC1407
 NC1407  HORZ ORDER  -  THIRD
 NC1407
 NC1407.The horizontal coordinates were established by classical geodetic methods
 NC1407.and adjusted by the National Geodetic Survey in January 1999..
 NC1407
 NC1407
 NC1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1407
 NC1407.The geoid height was determined by GEOID03.
 NC1407
 NC1407;                    North         East     Units Scale Factor Converg.
 NC1407;SPC NY W     -   327,167.139   330,156.643   MT  0.99994234   -0 09 56.4
 NC1407;SPC NY W     - 1,073,380.86  1,083,188.92   sFT  0.99994234   -0 09 56.4
 NC1407;UTM  17      - 4,757,077.246   677,318.339   MT  0.99998682   +1 28 52.4
 NC1407
 NC1407                          SUPERSEDED SURVEY CONTROL
 NC1407
 NC1407  NAD 83(1986)-  42 56 44.53763(N)    078 49 35.35760(W) AD(       ) 4
 NC1407  NAD 27      -  42 56 44.32942(N)    078 49 36.23305(W) AD(       ) 3
 NC1407
 NC1407.Superseded values are not recommended for survey control.
 NC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1407.See file dsdata.txt to determine how the superseded data were derived.
 NC1407
 NC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7731857077(NAD 83)
 NC1407_MARKER: 42 = RADIO/TV MAST
 NC1407_SETTING: 0 = UNSPECIFIED SETTING
 NC1407
 NC1407  HISTORY     - Date     Condition        Report By
 NC1407  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1407  HISTORY     - 1983     GOOD             USPSQD
 NC1407  HISTORY     - 1990     GOOD             USPSQD
 NC1407  HISTORY     - 19950906 GOOD             USPSQD
 NC1407
 NC1407                          STATION DESCRIPTION
 NC1407
 NC1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1407'THE STATION IS THE LIGHT ATOP A 400 FOOT HIGH TAPERED RED AND
 NC1407'WHITE MAST THAT IS OWNED BY BUFFALO COURIER CABLE CO.
 NC1407'
 NC1407'THE STATION IS LOCATED SOUTHWEST OF THE INTERSECTION OF CORDOVA
 NC1407'AVENUE AND LASALLE AVENUE IN BUFFALO.
 NC1407
 NC1407                          STATION RECOVERY (1983)
 NC1407
 NC1407'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1407'STATION RECOVERED GOOD.
 NC1407'
 NC1407'DESCRIPTION ACCURATE.
 NC1407
 NC1407                          STATION RECOVERY (1990)
 NC1407
 NC1407'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1407'RECOVERED IN GOOD CONDITION.
 NC1407
 NC1407                          STATION RECOVERY (1995)
 NC1407
 NC1407'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1400 ***********************************************************************
 NC1400  DESIGNATION -  BUFFALO E BASE USLS 1875
 NC1400  PID         -  NC1400
 NC1400  STATE/COUNTY-  NY/ERIE
 NC1400  USGS QUAD   -  BUFFALO NE (1965)
 NC1400
 NC1400                         *CURRENT SURVEY CONTROL
 NC1400  ___________________________________________________________________
 NC1400* NAD 83(1996)-  42 59 19.66782(N)    078 48 31.15719(W)     ADJUSTED  
 NC1400* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 NC1400  ___________________________________________________________________
 NC1400  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 NC1400  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC1400
 NC1400  HORZ ORDER  -  FIRST
 NC1400
 NC1400.The horizontal coordinates were established by classical geodetic methods
 NC1400.and adjusted by the National Geodetic Survey in January 1999..
 NC1400
 NC1400.The orthometric height was scaled from a topographic map.
 NC1400
 NC1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1400
 NC1400.The geoid height was determined by GEOID03.
 NC1400
 NC1400;                    North         East     Units Scale Factor Converg.
 NC1400;SPC NY W     -   331,950.130   331,624.879   MT  0.99994165   -0 09 13.1
 NC1400;SPC NY W     - 1,089,073.05  1,088,005.96   sFT  0.99994165   -0 09 13.1
 NC1400;UTM  17      - 4,761,900.703   678,648.514   MT  0.99999264   +1 29 40.5
 NC1400
 NC1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1400!SPC NY W     -   0.99997717  x   0.99994165  =   0.99991882
 NC1400!UTM  17      -   0.99997717  x   0.99999264  =   0.99996981
 NC1400
 NC1400                          SUPERSEDED SURVEY CONTROL
 NC1400
 NC1400  NAD 83(1986)-  42 59 19.67335(N)    078 48 31.15313(W) AD(       ) 1
 NC1400  NAD 27      -  42 59 19.46632(N)    078 48 32.02939(W) AD(       ) 1
 NC1400
 NC1400.Superseded values are not recommended for survey control.
 NC1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1400.See file dsdata.txt to determine how the superseded data were derived.
 NC1400
 NC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7864961901(NAD 83)
 NC1400_MARKER: V = STONE MONUMENT
 NC1400_SETTING: 0 = UNSPECIFIED SETTING
 NC1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1400
 NC1400  HISTORY     - Date     Condition        Report By
 NC1400  HISTORY     - 1875     MONUMENTED       USLS
 NC1400  HISTORY     - 1958     MARK NOT FOUND   CGS
 NC1400
 NC1400                          STATION DESCRIPTION
 NC1400
 NC1400'DESCRIBED BY US LAKE SURVEY 1875
 NC1400'THIS STATION, MARKING THE NORTHEASTERN END OF THE BUFFALO BASE
 NC1400'LINE, IS SITUATED IN THE SOUTHWESTERN PART OF AMHERST TOWNSHIP,
 NC1400'ERIE COUNTY, NEW YORK, ABOUT 8 MILES NORTHEAST OF THE BUFFALO
 NC1400'CITY HALL, 4-1/2 MILES SOUTHEAST OF TONAWANDA, AND ABOUT 1-3/4
 NC1400'MILES IN A NORTHERLY DIRECTION FROM THE POST OFFICE OF
 NC1400'EGGERTSVILLE.  THE HEIGHT OF STATION USED WAS 75 FEET.  THE
 NC1400'GEODETIC POINT IS MARKED BY A CROSS ON A PIECE OF BRASS LEADED
 NC1400'INTO A STONE POST SET 3 FEET BELOW THE SURFACE.  TWO STONE
 NC1400'POSTS ARE SET ON A LINE AT RIGHT ANGLES TO THE BASE LINE
 NC1400'THROUGH THE GEODETIC POINT, AT A DEPTH BELOW THE SURFACE OF THE
 NC1400'GROUND ABOUT THE SAME AS THAT OF THE GEODETIC POINT, AS
 NC1400'FOLLOWS--ONE BEARING NORTH 32 DEG 46 MIN WEST, DISTANT 3.66
 NC1400'METERS.  AND ONE BEARING SOUTH 32 DEG 46 MIN EAST, DISTANT
 NC1400'3.86 METERS FROM THE GEODETIC POINT.  THREE STONE REFERENCE
 NC1400'POSTS ARE SET AS FOLLOWS--ONE ON THE NORTH SIDE OF THE ROAD, SOUTH
 NC1400'OF THE STATION, AT A BEND TOWARDS THE EAST, BEARING
 NC1400'SOUTH 49 DEG 10 MIN EAST, DISTANT 105.0 METERS.  ONE ON THE
 NC1400'NORTH SIDE OF THE SAME ROAD, 65.0 METERS NORTHEAST OF THE FIRST,
 NC1400'BEARING SOUTH 77 DEG 08 MIN EAST, DISTANT 135.1 METERS
 NC1400'FROM THE GEODETIC POINT.  AND ONE ON THE WEST SIDE OF THE
 NC1400'SAME ROAD 60.96 METERS SOUTH OF THE FIRST, BEARING SOUTH
 NC1400'29 DEG 37 MIN EAST, AND DISTANT 148.8 METERS FROM THE
 NC1400'GEODETIC POINT.  THE HEIGHT OF GROUND AT THE STATION ABOVE
 NC1400'MEAN LEVEL OF LAKE ONTARIO IS 346.2 FEET.
 NC1400
 NC1400                          STATION RECOVERY (1958)
 NC1400
 NC1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFR)
 NC1400'THE STATION OR NONE OF THE REFERENCE STONES WERE RECOVERED.  THE
 NC1400'VICINITY THAT THE STATION WAS DESCRIBED AS BEING IN, IS AT
 NC1400'PRESENT A HOUSING DEVELOPED AREA AND IT IS POSSIBLE THAT THE
 NC1400'STATION HAS BEEN DESTROYED.  WITH ONLY THE VAGUE 1875 DESCRIPTION
 NC1400'OF THIS STATION, ITS POSITION WOULD HAVE TO BE DETERMINED BY
 NC1400'AN INVERSE POSITION FROM ANOTHER STATION THAT COULD BE
 NC1400'ESTABLISHED IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1419 ***********************************************************************
 NC1419  DESIGNATION -  BUFFALO HARRISON GMC TANK
 NC1419  PID         -  NC1419
 NC1419  STATE/COUNTY-  NY/ERIE
 NC1419  USGS QUAD   -  BUFFALO NE (1965)
 NC1419
 NC1419                         *CURRENT SURVEY CONTROL
 NC1419  ___________________________________________________________________
 NC1419* NAD 83(1996)-  42 56 17.49595(N)    078 49 26.77114(W)     ADJUSTED  
 NC1419* NAVD 88     -                                                        
 NC1419  ___________________________________________________________________
 NC1419  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 NC1419  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 NC1419
 NC1419  HORZ ORDER  -  THIRD
 NC1419
 NC1419.The horizontal coordinates were established by classical geodetic methods
 NC1419.and adjusted by the National Geodetic Survey in January 1999..
 NC1419
 NC1419
 NC1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1419
 NC1419.The geoid height was determined by GEOID03.
 NC1419
 NC1419;                    North         East     Units Scale Factor Converg.
 NC1419;SPC NY W     -   326,332.349   330,348.958   MT  0.99994225   -0 09 50.5
 NC1419;SPC NY W     - 1,070,642.05  1,083,819.87   sFT  0.99994225   -0 09 50.5
 NC1419;UTM  17      - 4,756,248.290   677,534.573   MT  0.99998776   +1 28 57.5
 NC1419
 NC1419                          SUPERSEDED SURVEY CONTROL
 NC1419
 NC1419  NAD 83(1986)-  42 56 17.50212(N)    078 49 26.76858(W) AD(       ) 4
 NC1419  NAD 27      -  42 56 17.29376(N)    078 49 27.64452(W) AD(       ) 3
 NC1419
 NC1419.Superseded values are not recommended for survey control.
 NC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1419.See file dsdata.txt to determine how the superseded data were derived.
 NC1419
 NC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7753556248(NAD 83)
 NC1419_MARKER: 53 = ELEVATED TANK
 NC1419
 NC1419  HISTORY     - Date     Condition        Report By
 NC1419  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1419  HISTORY     - 1989     GOOD             USPSQD
 NC1419  HISTORY     - 19950906 GOOD             USPSQD
 NC1419
 NC1419                          STATION DESCRIPTION
 NC1419
 NC1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1419'THE STATION IS THE VENT ATOP A 4 LEGGED BLUE TANK WITH HARRISON
 NC1419'GMC PAINTED ON THE NORTHEAST AND SOUTHWEST SIDES.  IT IS 135
 NC1419'FEET TALL AND OWNED BY HARRISON GMC COMPANY.
 NC1419'
 NC1419'IT IS LOCATED AT THE HARRISON GMC RADIATOR PLANT IN BUFFALO,
 NC1419'SOUTHWEST OF THE INTERSECTION OF AMHERST STREET AND CLARENCE
 NC1419'STREET IN BUFFALO.
 NC1419
 NC1419                          STATION RECOVERY (1989)
 NC1419
 NC1419'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1419'RECOVERED IN GOOD CONDITION.
 NC1419
 NC1419                          STATION RECOVERY (1995)
 NC1419
 NC1419'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1172 ***********************************************************************
 NC1172  DESIGNATION -  BUFFALO I A ARP 2
 NC1172  PID         -  NC1172
 NC1172  STATE/COUNTY-  NY/ERIE
 NC1172  USGS QUAD   -  ORCHARD PARK (1965)
 NC1172
 NC1172                         *CURRENT SURVEY CONTROL
 NC1172  ___________________________________________________________________
 NC1172* NAD 83(1996)-  42 56 21.61842(N)    078 44 02.60076(W)     ADJUSTED  
 NC1172* NAVD 88     -       216.2    (meters)     709.     (feet)  VERTCON   
 NC1172  ___________________________________________________________________
 NC1172  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NC1172  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 NC1172
 NC1172  HORZ ORDER  -  SECOND
 NC1172
 NC1172.This mark is at Greater Buffalo Int'l Airport (BUF)
 NC1172
 NC1172.The horizontal coordinates were established by classical geodetic methods
 NC1172.and adjusted by the National Geodetic Survey in January 1999..
 NC1172
 NC1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1172
 NC1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1172
 NC1172.The geoid height was determined by GEOID03.
 NC1172
 NC1172;                    North         East     Units Scale Factor Converg.
 NC1172;SPC NY W     -   326,442.451   337,698.631   MT  0.99993936   -0 06 09.6
 NC1172;SPC NY W     - 1,071,003.27  1,107,932.93   sFT  0.99993936   -0 06 09.6
 NC1172;UTM  17      - 4,756,569.568   684,878.512   MT  1.00002051   +1 32 38.6
 NC1172
 NC1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1172!SPC NY W     -   0.99997160  x   0.99993936  =   0.99991096
 NC1172!UTM  17      -   0.99997160  x   1.00002051  =   0.99999211
 NC1172
 NC1172:                Primary Azimuth Mark                     Grid Az
 NC1172:SPC NY W     -  RNG BUFFALO RADIO BUF                    035 01 28.9
 NC1172:UTM  17      -  RNG BUFFALO RADIO BUF                    033 22 40.7
 NC1172
 NC1172|---------------------------------------------------------------------|
 NC1172| PID    Reference Object                     Distance      Geod. Az  |
 NC1172|                                                           dddmmss.s |
 NC1172| NC1151 RNG BUFFALO RADIO BUF               APPROX. 2.2 KM 0345519.3 |
 NC1172| NC1175 BUFFALO I A ARP 2 RM 1               21.712 METERS 07532     |
 NC1172| NC1194 LANCASTER CO WATER AUTH TANK        APPROX. 3.2 KM 0980710.8 |
 NC1172| NC1197 AIRPORT BCN BUFFALO INTL APT        APPROX. 0.6 KM 1374000.8 |
 NC1172| NC1182 BUFFALO NOAA NWS RADAR DOME         APPROX. 0.8 KM 1582927.7 |
 NC1172| NC1165 WILLIAMSVILLE SS PETER PAUL CH      APPROX. 2.8 KM 3342040.5 |
 NC1172| CZ9694 BUFFALO I A ARP 2 RM 2               22.851 METERS 34523     |
 NC1172|---------------------------------------------------------------------|
 NC1172
 NC1172                          SUPERSEDED SURVEY CONTROL
 NC1172
 NC1172  NAD 83(1986)-  42 56 21.62456(N)    078 44 02.59793(W) AD(       ) 2
 NC1172  NAD 27      -  42 56 21.41481(N)    078 44 03.48566(W) AD(       ) 2
 NC1172  NGVD 29 (07/19/86)  216.3    (m)          710.     (f) VERT ANG       
 NC1172
 NC1172.Superseded values are not recommended for survey control.
 NC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1172.See file dsdata.txt to determine how the superseded data were derived.
 NC1172
 NC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8487956570(NAD 83)
 NC1172_MARKER: DT = TOPOGRAPHIC STATION DISK
 NC1172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NC1172_STAMPING: ARP 2 1962
 NC1172_MARK LOGO: CGS   
 NC1172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NC1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1172
 NC1172  HISTORY     - Date     Condition        Report By
 NC1172  HISTORY     - 1962     MONUMENTED       CGS
 NC1172  HISTORY     - 1972     GOOD             NGS
 NC1172  HISTORY     - 1980     GOOD             NGS
 NC1172
 NC1172                          STATION DESCRIPTION
 NC1172
 NC1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VES)
 NC1172'LOCATED NEAR THE GEOMETRIC CENTER OF THE AIRPORT, IN THE NORTHERN
 NC1172'QUADRANT FORMED BY THE INTERSECTION OF OLD NS RUNWAY AND OLD EW RWY,
 NC1172'264 FT (80.5 M) NORTH OF THE NORTH EDGE OF THE OLD EW RUNWAY, AND 141
 NC1172'FT (43.0 M) EAST OF THE OLD NS RUNWAY.  A TOPOGRAPHIC DISK STAMPED ARP
 NC1172'2 1962 IN TOP OF A 6 INCH DRAIN TILE ABOUT FLUSH WITH THE GROUND.
 NC1172
 NC1172                          STATION RECOVERY (1972)
 NC1172
 NC1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1172'RECOVERED IN GOOD CONDITION.
 NC1172
 NC1172                          STATION RECOVERY (1980)
 NC1172
 NC1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RPD)
 NC1172'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE
 NC1172'WIND T DESCRIBED HAS BEEN DESTROYED.  THE RM NO. 1 AND NO. 2 WERE
 NC1172'NOT SEARCHED FOR THIS SURVEY.
 NC1172'
 NC1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREATER
 NC1172'BUFFALO INTL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1175 ***********************************************************************
 NC1175  DESIGNATION -  BUFFALO I A ARP 2 RM 1
 NC1175  PID         -  NC1175
 NC1175  STATE/COUNTY-  NY/ERIE
 NC1175  USGS QUAD   -  ORCHARD PARK (1965)
 NC1175
 NC1175                         *CURRENT SURVEY CONTROL
 NC1175  ___________________________________________________________________
 NC1175* NAD 83(1996)-  42 56 21.79420(N)    078 44 01.67349(W)     ADJUSTED  
 NC1175* NAVD 88     -       216.4    (meters)     710.     (feet)  VERTCON   
 NC1175  ___________________________________________________________________
 NC1175  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NC1175  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 NC1175
 NC1175  HORZ ORDER  -  SECOND
 NC1175
 NC1175.This mark is at Greater Buffalo Int'l Airport (BUF)
 NC1175
 NC1175.The horizontal coordinates were established by classical geodetic methods
 NC1175.and adjusted by the National Geodetic Survey in January 1999..
 NC1175
 NC1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1175
 NC1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1175
 NC1175.The geoid height was determined by GEOID03.
 NC1175
 NC1175;                    North         East     Units Scale Factor Converg.
 NC1175;SPC NY W     -   326,447.837   337,719.663   MT  0.99993935   -0 06 09.0
 NC1175;SPC NY W     - 1,071,020.95  1,108,001.93   sFT  0.99993935   -0 06 09.0
 NC1175;UTM  17      - 4,756,575.557   684,899.383   MT  1.00002060   +1 32 39.2
 NC1175
 NC1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1175!SPC NY W     -   0.99997157  x   0.99993935  =   0.99991092
 NC1175!UTM  17      -   0.99997157  x   1.00002060  =   0.99999217
 NC1175
 NC1175:                Primary Azimuth Mark                     Grid Az
 NC1175:SPC NY W     -  FRANK                                    030 10 18.6
 NC1175:UTM  17      -  FRANK                                    028 31 30.4
 NC1175
 NC1175|---------------------------------------------------------------------|
 NC1175| PID    Reference Object                     Distance      Geod. Az  |
 NC1175|                                                           dddmmss.s |
 NC1175| NC1191 FRANK                               APPROX. 2.2 KM 0300409.6 |
 NC1175| NC1172 BUFFALO I A ARP 2                    21.712 METERS 25532     |
 NC1175|---------------------------------------------------------------------|
 NC1175
 NC1175                          SUPERSEDED SURVEY CONTROL
 NC1175
 NC1175  NAD 83(1986)-  42 56 21.80031(N)    078 44 01.67083(W) AD(       ) 2
 NC1175  NAD 27      -  42 56 21.59059(N)    078 44 02.55843(W) AD(       ) 2
 NC1175  NGVD 29 (07/19/86)  216.5    (m)          710.     (f) VERT ANG       
 NC1175
 NC1175.Superseded values are not recommended for survey control.
 NC1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1175.See file dsdata.txt to determine how the superseded data were derived.
 NC1175
 NC1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8489956576(NAD 83)
 NC1175_MARKER: DS = TRIANGULATION STATION DISK
 NC1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1175
 NC1175  HISTORY     - Date     Condition        Report By
 NC1175  HISTORY     - 1972     MONUMENTED       NGS
 NC1175
 NC1175                          STATION DESCRIPTION
 NC1175
 NC1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NC1175'THE STATION IS LOCATED 4 MILES NORTHEAST OF BUFFALO, 2 1/4 MILES
 NC1175'SOUTHEAST OF SNYDER, 2 MILES NORTHWEST OF DEPEW AND ON THE BUFFALO
 NC1175'INTERNATIONAL AIRPORT.
 NC1175'
 NC1175'TO REACH THE STATION FROM THE ENTRANCE TO THE WEST TERMINAL OF THE
 NC1175'AIRPORT, GO SW ON GENESEE STREET FOR 0.55 MILE TO A CROSSROAD.  TURN
 NC1175'RIGHT AND GO NORTH ON CAYUGA ROAD FOR 0.35 MILE TO THE ENTRANCE TO
 NC1175'NIAGARA FRONTIER PORT AUTHORITY ON THE RIGHT.  TURN RIGHT AND GO
 NC1175'EASTERLY ON A PAVED ROAD FRO 0.15 MILE TO A GREEN METAL AIRPORT ESCORT
 NC1175'GUARD BUILDING ON THE RIGHT.  (CHECK IN AT THIS BUILDING BEFORE
 NC1175'PROCEEDING TO THE STATION.)  CONTINUE NORTHEASTERLY ON THE PAVED ROAD
 NC1175'FOR 0.2 MILE TO A FIRE STATION ON THE LEFT.  TURN RIGHT AND GO EAST ON
 NC1175'A PAVED TAXIWAY FOR 0.2 MILE TO A JUNCTION WITH A NORTH-SOUTH RUNWAY.
 NC1175'TURN LEFT AND GO NORTH ON THE RUNWAY FOR 0.05 MILE TO THE STATION ON
 NC1175'THE RIGHT AS DESCRIBED.
 NC1175'
 NC1175'RM 1, STAMPED ARP 2 NO 1 1962 1972 IS A STANDARD DISK SET IN A ROUND
 NC1175'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 320.5 FT SOUTH
 NC1175'OF THE NEW WIND T, 282 FT NORTH OF THE EAST-WEST TAXIWAY, 212 FT
 NC1175'EAST OF THE N-S RUNWAY AND 138 FT SW OF THE OLD WIND T FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1444 ***********************************************************************
 NC1444  DESIGNATION -  BUFFALO MOTOR TIRE INC TANK
 NC1444  PID         -  NC1444
 NC1444  STATE/COUNTY-  NY/ERIE
 NC1444  USGS QUAD   -  BUFFALO NE (1965)
 NC1444
 NC1444                         *CURRENT SURVEY CONTROL
 NC1444  ___________________________________________________________________
 NC1444* NAD 83(1996)-  42 55 55.47227(N)    078 49 15.35853(W)     ADJUSTED  
 NC1444* NAVD 88     -                                                        
 NC1444  ___________________________________________________________________
 NC1444  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 NC1444  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 NC1444
 NC1444  HORZ ORDER  -  THIRD
 NC1444
 NC1444.The horizontal coordinates were established by classical geodetic methods
 NC1444.and adjusted by the National Geodetic Survey in January 1999..
 NC1444
 NC1444
 NC1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1444
 NC1444.The geoid height was determined by GEOID03.
 NC1444
 NC1444;                    North         East     Units Scale Factor Converg.
 NC1444;SPC NY W     -   325,652.032   330,605.780   MT  0.99994213   -0 09 42.6
 NC1444;SPC NY W     - 1,068,410.04  1,084,662.46   sFT  0.99994213   -0 09 42.6
 NC1444;UTM  17      - 4,755,575.602   677,810.850   MT  0.99998897   +1 29 04.6
 NC1444
 NC1444                          SUPERSEDED SURVEY CONTROL
 NC1444
 NC1444  NAD 83(1986)-  42 55 55.47845(N)    078 49 15.35597(W) AD(       ) 4
 NC1444  NAD 27      -  42 55 55.26973(N)    078 49 16.23255(W) AD(       ) 3
 NC1444
 NC1444.Superseded values are not recommended for survey control.
 NC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1444.See file dsdata.txt to determine how the superseded data were derived.
 NC1444
 NC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7781155576(NAD 83)
 NC1444_MARKER: 53 = ELEVATED TANK
 NC1444
 NC1444  HISTORY     - Date     Condition        Report By
 NC1444  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1444  HISTORY     - 1989     GOOD             USPSQD
 NC1444  HISTORY     - 1990     GOOD             USPSQD
 NC1444  HISTORY     - 19950906 GOOD             USPSQD
 NC1444
 NC1444                          STATION DESCRIPTION
 NC1444
 NC1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1444'THE STATION IS THE VENT ATOP A 4 LEGGED BLUE TANK WITH MOTOR TIRE
 NC1444'PAINTED ON THE NORTHWEST AND SOUTHEAST SIDES IN WHITE.  IT IS 150
 NC1444'FEET TALL AND OWNED BY THE BUFFALO MOTOR TIRE COMPANY INCORPORATED.
 NC1444'
 NC1444'IT IS LOCATED JUST SOUTH OF THE INTERSECTION OF KENSINGTON
 NC1444'AVENUE AND NORTHUMBERLAND ROAD IN BUFFALO.
 NC1444
 NC1444                          STATION RECOVERY (1989)
 NC1444
 NC1444'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1444'RECOVERED IN GOOD CONDITION.
 NC1444
 NC1444                          STATION RECOVERY (1990)
 NC1444
 NC1444'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLS)
 NC1444'RECOVERED IN GOOD CONDITION.
 NC1444
 NC1444                          STATION RECOVERY (1995)
 NC1444
 NC1444'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1501 ***********************************************************************
 NC1501  DESIGNATION -  BUFFALO NAT ANILINE TANK
 NC1501  PID         -  NC1501
 NC1501  STATE/COUNTY-  NY/ERIE
 NC1501  USGS QUAD   -  BUFFALO SE (1965)
 NC1501
 NC1501                         *CURRENT SURVEY CONTROL
 NC1501  ___________________________________________________________________
 NC1501* NAD 83(1996)-  42 51 38.45743(N)    078 50 49.38374(W)     ADJUSTED  
 NC1501* NAVD 88     -                                                        
 NC1501  ___________________________________________________________________
 NC1501  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NC1501  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 NC1501
 NC1501  HORZ ORDER  -  THIRD
 NC1501
 NC1501.The horizontal coordinates were established by classical geodetic methods
 NC1501.and adjusted by the National Geodetic Survey in January 1999..
 NC1501
 NC1501
 NC1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1501
 NC1501.The geoid height was determined by GEOID03.
 NC1501
 NC1501;                    North         East     Units Scale Factor Converg.
 NC1501;SPC NY W     -   317,727.773   328,449.025   MT  0.99994321   -0 10 45.8
 NC1501;SPC NY W     - 1,042,411.87  1,077,586.51   sFT  0.99994321   -0 10 45.8
 NC1501;UTM  17      - 4,747,592.348   675,882.430   MT  0.99998058   +1 27 53.5
 NC1501
 NC1501                          SUPERSEDED SURVEY CONTROL
 NC1501
 NC1501  NAD 83(1986)-  42 51 38.46351(N)    078 50 49.38084(W) AD(       ) 4
 NC1501  NAD 27      -  42 51 38.25457(N)    078 50 50.25812(W) AD(       ) 3
 NC1501
 NC1501.Superseded values are not recommended for survey control.
 NC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1501.See file dsdata.txt to determine how the superseded data were derived.
 NC1501
 NC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7588247592(NAD 83)
 NC1501_MARKER: 53 = ELEVATED TANK
 NC1501
 NC1501  HISTORY     - Date     Condition        Report By
 NC1501  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1501  HISTORY     - 1983     GOOD             USPSQD
 NC1501  HISTORY     - 1989     GOOD             USPSQD
 NC1501
 NC1501                          STATION DESCRIPTION
 NC1501
 NC1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1501'BUFFALO NATIONAL ANILINE DIVISION ALLIED CHEMICAL
 NC1501'AND DYE CORPORATION WATER TANK IS A 6 LEGGED STEEL TANK, 160
 NC1501'FEET HIGH, PAINTED BLACK WITH THE WORDS NATIONAL ANILINE
 NC1501'DIV. ALLIED CHEM. AND DYE CORP. PAINTED IN WHITE ON THE
 NC1501'NORTHWEST AND SOUTHEAST SIDES.
 NC1501'
 NC1501'STATION IS THE VENT ATOP THE TANK AND IS LOCATED IN THE SOUTHWEST
 NC1501'SECTION OF THE CITY OF BUFFALO AND ON THE NORTH EDGE OF THE
 NC1501'BUFFALO RIVER.
 NC1501
 NC1501                          STATION RECOVERY (1983)
 NC1501
 NC1501'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1501'6 LEGGED STEEL TANK 160 FEET HIGH FOUND GOOD.
 NC1501'
 NC1501'PAINTED BLACK STATION IS THE VENT SURFACE LANDMARK.
 NC1501
 NC1501                          STATION RECOVERY (1989)
 NC1501
 NC1501'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 NC1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0918 ***********************************************************************
 NC0918  DESIGNATION -  BUFFALO NEW YORK AIRWAY BCN 4A
 NC0918  PID         -  NC0918
 NC0918  STATE/COUNTY-  NY/WYOMING
 NC0918  USGS QUAD   -  CASTILE (1976)
 NC0918
 NC0918                         *CURRENT SURVEY CONTROL
 NC0918  ___________________________________________________________________
 NC0918* NAD 83(1996)-  42 38 34.08454(N)    078 03 02.24090(W)     ADJUSTED  
 NC0918* NAVD 88     -                                                        
 NC0918  ___________________________________________________________________
 NC0918  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NC0918  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NC0918
 NC0918  HORZ ORDER  -  THIRD
 NC0918
 NC0918.The horizontal coordinates were established by classical geodetic methods
 NC0918.and adjusted by the National Geodetic Survey in January 1999..
 NC0918
 NC0918
 NC0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0918
 NC0918.The geoid height was determined by GEOID03.
 NC0918
 NC0918;                    North         East     Units Scale Factor Converg.
 NC0918;SPC NY W     -   293,629.144   393,685.853   MT  0.99996097   +0 21 39.2
 NC0918;SPC NY W     -   963,348.28  1,291,617.67   sFT  0.99996097   +0 21 39.2
 NC0918;UTM  17      - 4,725,367.555   741,795.696   MT  1.00031936   +1 59 56.2
 NC0918;UTM  18      - 4,725,662.258   249,903.404   MT  1.00036961   -2 04 03.5
 NC0918
 NC0918                          SUPERSEDED SURVEY CONTROL
 NC0918
 NC0918  NAD 83(1986)-  42 38 34.09272(N)    078 03 02.23650(W) AD(       ) 4
 NC0918  NAD 27      -  42 38 33.86893(N)    078 03 03.21434(W) AD(       ) 3
 NC0918
 NC0918.Superseded values are not recommended for survey control.
 NC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0918.See file dsdata.txt to determine how the superseded data were derived.
 NC0918
 NC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH4179625368(NAD 83)
 NC0918_MARKER: 22 = AIRWAY BEACON
 NC0918
 NC0918  HISTORY     - Date     Condition        Report By
 NC0918  HISTORY     - 1939     FIRST OBSERVED   CGS
 NC0918
 NC0918                          STATION DESCRIPTION
 NC0918
 NC0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC0918'STATION IS THE ROTATING BEACON NO. 4A, LOCATED ABOUT 1 MILE
 NC0918'NORTHEAST OF CASTILE.  THIS BEACON IS ON THE BUFFALO-NEW YORK ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1919 ***********************************************************************
 NB1919  DESIGNATION -  BUFFALO NEW YORK AIRWAY BCN 9
 NB1919  PID         -  NB1919
 NB1919  STATE/COUNTY-  NY/STEUBEN
 NB1919  USGS QUAD   -  CAMPBELL (1978)
 NB1919
 NB1919                         *CURRENT SURVEY CONTROL
 NB1919  ___________________________________________________________________
 NB1919* NAD 83(1996)-  42 14 19.98458(N)    077 14 32.10289(W)     ADJUSTED  
 NB1919* NAVD 88     -                                                        
 NB1919  ___________________________________________________________________
 NB1919  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 NB1919  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 NB1919
 NB1919  HORZ ORDER  -  THIRD
 NB1919
 NB1919.The horizontal coordinates were established by classical geodetic methods
 NB1919.and adjusted by the National Geodetic Survey in January 1999..
 NB1919
 NB1919
 NB1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1919
 NB1919.The geoid height was determined by GEOID03.
 NB1919
 NB1919;                    North         East     Units Scale Factor Converg.
 NB1919;SPC NY C     -   248,836.780   195,616.125   MT  0.99997388   -0 26 34.6
 NB1919;SPC NY C     -   816,392.00    641,783.90   sFT  0.99997388   -0 26 34.6
 NB1919;UTM  18      - 4,678,734.020   314,993.652   MT  1.00002116   -1 30 27.8
 NB1919
 NB1919                          SUPERSEDED SURVEY CONTROL
 NB1919
 NB1919  NAD 83(1986)-  42 14 19.99099(N)    077 14 32.09687(W) AD(       ) 4
 NB1919  NAD 27      -  42 14 19.72300(N)    077 14 33.18600(W) AD(       ) 3
 NB1919
 NB1919.Superseded values are not recommended for survey control.
 NB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1919.See file dsdata.txt to determine how the superseded data were derived.
 NB1919
 NB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM1499478734(NAD 83)
 NB1919
 NB1919  HISTORY     - Date     Condition        Report By
 NB1919  HISTORY     - 1939     MONUMENTED       CGS
 NB1919  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1919
 NB1919                          STATION DESCRIPTION
 NB1919
 NB1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1919'STATION IS THE ROTATING BEACON LIGHT NO.9, ON THE BUFFALO-NEW
 NB1919'YORK ROUTE, LOCATED ABOUT 1-1/2 MILES NORTHEAST OF THURSTON.
 NB1919
 NB1919                          STATION RECOVERY (2001)
 NB1919
 NB1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1919'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1929 ***********************************************************************
 NB1929  DESIGNATION -  BUFFALO NEW YORK AIRWAY BCN 7
 NB1929  PID         -  NB1929
 NB1929  STATE/COUNTY-  NY/STEUBEN
 NB1929  USGS QUAD   -  TOWLESVILLE (1978)
 NB1929
 NB1929                         *CURRENT SURVEY CONTROL
 NB1929  ___________________________________________________________________
 NB1929* NAD 83(1996)-  42 20 05.74486(N)    077 27 23.52584(W)     ADJUSTED  
 NB1929* NAVD 88     -                                                        
 NB1929  ___________________________________________________________________
 NB1929  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NB1929  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 NB1929
 NB1929  HORZ ORDER  -  THIRD
 NB1929
 NB1929.The horizontal coordinates were established by classical geodetic methods
 NB1929.and adjusted by the National Geodetic Survey in January 1999..
 NB1929
 NB1929
 NB1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1929
 NB1929.The geoid height was determined by GEOID03.
 NB1929
 NB1929;                    North         East     Units Scale Factor Converg.
 NB1929;SPC NY C     -   259,663.717   178,039.427   MT  1.00000119   -0 35 17.1
 NB1929;SPC NY C     -   851,913.38    584,117.69   sFT  1.00000119   -0 35 17.1
 NB1929;UTM  18      - 4,689,886.863   297,620.080   MT  1.00010397   -1 39 17.8
 NB1929
 NB1929                          SUPERSEDED SURVEY CONTROL
 NB1929
 NB1929  NAD 83(1986)-  42 20 05.75250(N)    077 27 23.51848(W) AD(       ) 4
 NB1929  NAD 27      -  42 20 05.49500(N)    077 27 24.57500(W) AD(       ) 3
 NB1929
 NB1929.Superseded values are not recommended for survey control.
 NB1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1929.See file dsdata.txt to determine how the superseded data were derived.
 NB1929
 NB1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9762089887(NAD 83)
 NB1929
 NB1929  HISTORY     - Date     Condition        Report By
 NB1929  HISTORY     - 1939     MONUMENTED       CGS
 NB1929
 NB1929                          STATION DESCRIPTION
 NB1929
 NB1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1929'STATION IS THE ROTATING BEACON LIGHT NO.7, ON THE BUFFALO-NEW
 NB1929'YORK ROUTE, AND IS LOCATED IN THE TOWN OF TOWLESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1938 ***********************************************************************
 NB1938  DESIGNATION -  BUFFALO NEW YORK AIRWAY BCN 6
 NB1938  PID         -  NB1938
 NB1938  STATE/COUNTY-  NY/STEUBEN
 NB1938  USGS QUAD   -  ARKPORT (1978)
 NB1938
 NB1938                         *CURRENT SURVEY CONTROL
 NB1938  ___________________________________________________________________
 NB1938* NAD 83(1996)-  42 25 54.77157(N)    077 38 38.28355(W)     ADJUSTED  
 NB1938* NAVD 88     -                                                        
 NB1938  ___________________________________________________________________
 NB1938  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 NB1938  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 NB1938
 NB1938  HORZ ORDER  -  THIRD
 NB1938
 NB1938.The horizontal coordinates were established by classical geodetic methods
 NB1938.and adjusted by the National Geodetic Survey in January 1999..
 NB1938
 NB1938
 NB1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1938
 NB1938.The geoid height was determined by GEOID03.
 NB1938
 NB1938;                    North         East     Units Scale Factor Converg.
 NB1938;SPC NY C     -   270,608.271   162,727.335   MT  1.00003118   -0 42 56.4
 NB1938;SPC NY C     -   887,820.64    533,881.26   sFT  1.00003118   -0 42 56.4
 NB1938;SPC NY W     -   270,490.753   427,294.174   MT  1.00001098   +0 38 01.8
 NB1938;SPC NY W     -   887,435.08  1,401,880.97   sFT  1.00001098   +0 38 01.8
 NB1938;UTM  18      - 4,701,116.315   282,512.709   MT  1.00018201   -1 47 04.6
 NB1938
 NB1938                          SUPERSEDED SURVEY CONTROL
 NB1938
 NB1938  NAD 83(1986)-  42 25 54.77943(N)    077 38 38.27755(W) AD(       ) 4
 NB1938  NAD 27      -  42 25 54.52900(N)    077 38 39.31300(W) AD(       ) 3
 NB1938
 NB1938.Superseded values are not recommended for survey control.
 NB1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1938.See file dsdata.txt to determine how the superseded data were derived.
 NB1938
 NB1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8251301116(NAD 83)
 NB1938
 NB1938  HISTORY     - Date     Condition        Report By
 NB1938  HISTORY     - 1939     MONUMENTED       CGS
 NB1938
 NB1938                          STATION DESCRIPTION
 NB1938
 NB1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1938'STATION IS THE ROTATING BEACON LIGHT NO. 6 ON THE BUFFALO-NEW
 NB1938'YORK ROUTE, LOCATED 3 MILES SOUTH-SOUTHEAST OF SOUTH DANSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2024 ***********************************************************************
 NB2024  DESIGNATION -  BUFFALO NEW YORK AIRWAY BCN 5
 NB2024  PID         -  NB2024
 NB2024  STATE/COUNTY-  NY/LIVINGSTON
 NB2024  USGS QUAD   -  OSSIAN (1972)
 NB2024
 NB2024                         *CURRENT SURVEY CONTROL
 NB2024  ___________________________________________________________________
 NB2024* NAD 83(1996)-  42 31 53.53434(N)    077 50 59.40662(W)     ADJUSTED  
 NB2024* NAVD 88     -                                                        
 NB2024  ___________________________________________________________________
 NB2024  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NB2024  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NB2024
 NB2024  HORZ ORDER  -  THIRD
 NB2024
 NB2024.The horizontal coordinates were established by classical geodetic methods
 NB2024.and adjusted by the National Geodetic Survey in January 1999..
 NB2024
 NB2024
 NB2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2024
 NB2024.The geoid height was determined by GEOID03.
 NB2024
 NB2024;                    North         East     Units Scale Factor Converg.
 NB2024;SPC NY W     -   281,393.367   410,258.894   MT  0.99998216   +0 29 45.1
 NB2024;SPC NY W     -   923,204.74  1,345,991.05   sFT  0.99998216   +0 29 45.1
 NB2024;SPC NY C     -   281,910.053   145,952.891   MT  1.00007065   -0 51 22.4
 NB2024;SPC NY C     -   924,899.90    478,847.11   sFT  1.00007065   -0 51 22.4
 NB2024;UTM  18      - 4,712,731.438   265,949.313   MT  1.00027403   -1 55 38.5
 NB2024
 NB2024                          SUPERSEDED SURVEY CONTROL
 NB2024
 NB2024  NAD 83(1986)-  42 31 53.54225(N)    077 50 59.40248(W) AD(       ) 4
 NB2024  NAD 27      -  42 31 53.30900(N)    077 51 00.40600(W) AD(       ) 3
 NB2024
 NB2024.Superseded values are not recommended for survey control.
 NB2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2024.See file dsdata.txt to determine how the superseded data were derived.
 NB2024
 NB2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6594912731(NAD 83)
 NB2024
 NB2024  HISTORY     - Date     Condition        Report By
 NB2024  HISTORY     - 1939     MONUMENTED       CGS
 NB2024
 NB2024                          STATION DESCRIPTION
 NB2024
 NB2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB2024'STATION IS THE ROTATING BEACON LIGHT NO.5 ON THE
 NB2024'BUFFALO-NEW YORK ROUTE, LOCATED ABOUT 4 MILES EAST OF DALTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2027 ***********************************************************************
 NB2027  DESIGNATION -  BUFFALO NEW YORK AIRWAY BCN 4B
 NB2027  PID         -  NB2027
 NB2027  STATE/COUNTY-  NY/LIVINGSTON
 NB2027  USGS QUAD   -  MOUNT MORRIS (1972)
 NB2027
 NB2027                         *CURRENT SURVEY CONTROL
 NB2027  ___________________________________________________________________
 NB2027* NAD 83(1996)-  42 39 36.64921(N)    077 55 13.54869(W)     ADJUSTED  
 NB2027* NAVD 88     -                                                        
 NB2027  ___________________________________________________________________
 NB2027  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NB2027  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NB2027
 NB2027  HORZ ORDER  -  THIRD
 NB2027
 NB2027.The horizontal coordinates were established by classical geodetic methods
 NB2027.and adjusted by the National Geodetic Survey in January 1999..
 NB2027
 NB2027
 NB2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2027
 NB2027.The geoid height was determined by GEOID03.
 NB2027
 NB2027;                    North         East     Units Scale Factor Converg.
 NB2027;SPC NY W     -   295,635.072   404,347.393   MT  0.99997383   +0 26 57.2
 NB2027;SPC NY W     -   969,929.40  1,326,596.41   sFT  0.99997383   +0 26 57.2
 NB2027;UTM  18      - 4,727,215.135   260,644.346   MT  1.00030491   -1 58 47.9
 NB2027;UTM  17      - 4,727,678.381   752,399.597   MT  1.00038384   +2 05 16.7
 NB2027
 NB2027                          SUPERSEDED SURVEY CONTROL
 NB2027
 NB2027  NAD 83(1986)-  42 39 36.65786(N)    077 55 13.54383(W) AD(       ) 4
 NB2027  NAD 27      -  42 39 36.43073(N)    077 55 14.53615(W) AD(       ) 3
 NB2027
 NB2027.Superseded values are not recommended for survey control.
 NB2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2027.See file dsdata.txt to determine how the superseded data were derived.
 NB2027
 NB2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6064427215(NAD 83)
 NB2027_MARKER: 22 = AIRWAY BEACON
 NB2027
 NB2027  HISTORY     - Date     Condition        Report By
 NB2027  HISTORY     - 1939     FIRST OBSERVED   CGS
 NB2027
 NB2027                          STATION DESCRIPTION
 NB2027
 NB2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB2027'STATION IS THE LIGHTED AIRPORT BEACON NO.4B, OPERATED BY THE
 NB2027'AMERICAN AIR LINES ON THE BUFFALO-NEW YORK ROUTE, AND LOCATED
 NB2027'ABOUT 4 MILES SOUTHWEST OF MOUNT MORRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1434 ***********************************************************************
 NC1434  DESIGNATION -  BUFFALO NIA MOHAWK BLDG DOME
 NC1434  PID         -  NC1434
 NC1434  STATE/COUNTY-  NY/ERIE
 NC1434  USGS QUAD   -  BUFFALO NE (1965)
 NC1434
 NC1434                         *CURRENT SURVEY CONTROL
 NC1434  ___________________________________________________________________
 NC1434* NAD 83(1996)-  42 53 18.93452(N)    078 52 19.56820(W)     ADJUSTED  
 NC1434* NAVD 88     -                                                        
 NC1434  ___________________________________________________________________
 NC1434  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NC1434  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC1434
 NC1434  HORZ ORDER  -  THIRD
 NC1434
 NC1434.The horizontal coordinates were established by classical geodetic methods
 NC1434.and adjusted by the National Geodetic Survey in January 1999..
 NC1434
 NC1434
 NC1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1434
 NC1434.The geoid height was determined by GEOID03.
 NC1434
 NC1434;                    North         East     Units Scale Factor Converg.
 NC1434;SPC NY W     -   320,834.860   326,412.471   MT  0.99994434   -0 11 47.5
 NC1434;SPC NY W     - 1,052,605.70  1,070,904.92   sFT  0.99994434   -0 11 47.5
 NC1434;UTM  17      - 4,750,639.803   673,757.471   MT  0.99997144   +1 26 54.8
 NC1434
 NC1434                          SUPERSEDED SURVEY CONTROL
 NC1434
 NC1434  NAD 83(1986)-  42 53 18.94074(N)    078 52 19.56554(W) AD(       ) 4
 NC1434  NAD 27      -  42 53 18.73311(N)    078 52 20.43742(W) AD(       ) 3
 NC1434
 NC1434.Superseded values are not recommended for survey control.
 NC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1434.See file dsdata.txt to determine how the superseded data were derived.
 NC1434
 NC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7375750640(NAD 83)
 NC1434_MARKER: 87 = DOME
 NC1434
 NC1434  HISTORY     - Date     Condition        Report By
 NC1434  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1434  HISTORY     - 1982     GOOD             USPSQD
 NC1434  HISTORY     - 19950715 GOOD             USPSQD
 NC1434
 NC1434                          STATION DESCRIPTION
 NC1434
 NC1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1434'BUFFALO NIAGARA MOHAWK BUILDING DOME IS ATOP THE NIAGARA MOHAWK
 NC1434'BUILDING, 130 FEET HIGH AND IS PAINTED WHITE WITH A GOLD BALL.
 NC1434'
 NC1434'STATION IS THE BALL ATOP THE BUILDING AND IS LOCATED AT THE
 NC1434'JUNCTION OF WASHINGTON AND HURON STREETS, DOWNTOWN BUFFALO.
 NC1434
 NC1434                          STATION RECOVERY (1982)
 NC1434
 NC1434'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1434'DESCRIPTION OF STATION O.K.
 NC1434
 NC1434                          STATION RECOVERY (1995)
 NC1434
 NC1434'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1182 ***********************************************************************
 NC1182  DESIGNATION -  BUFFALO NOAA NWS RADAR DOME
 NC1182  PID         -  NC1182
 NC1182  STATE/COUNTY-  NY/ERIE
 NC1182  USGS QUAD   -  ORCHARD PARK (1965)
 NC1182
 NC1182                         *CURRENT SURVEY CONTROL
 NC1182  ___________________________________________________________________
 NC1182* NAD 83(1996)-  42 55 58.35296(N)    078 43 50.12297(W)     ADJUSTED  
 NC1182* NAVD 88     -                                                        
 NC1182  ___________________________________________________________________
 NC1182  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 NC1182  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 NC1182
 NC1182  HORZ ORDER  -  THIRD
 NC1182
 NC1182.This mark is at Greater Buffalo Int'l Airport (BUF)
 NC1182
 NC1182.The horizontal coordinates were established by classical geodetic methods
 NC1182.and adjusted by the National Geodetic Survey in January 1999..
 NC1182
 NC1182
 NC1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1182
 NC1182.The geoid height was determined by GEOID03.
 NC1182
 NC1182;                    North         East     Units Scale Factor Converg.
 NC1182;SPC NY W     -   325,724.052   337,980.260   MT  0.99993928   -0 06 01.1
 NC1182;SPC NY W     - 1,068,646.33  1,108,856.90   sFT  0.99993928   -0 06 01.1
 NC1182;UTM  17      - 4,755,859.500   685,180.693   MT  1.00002188   +1 32 46.4
 NC1182
 NC1182                          SUPERSEDED SURVEY CONTROL
 NC1182
 NC1182  NAD 83(1986)-  42 55 58.35922(N)    078 43 50.12028(W) AD(       ) 4
 NC1182  NAD 27      -  42 55 58.14821(N)    078 43 51.00970(W) AD(       ) 3
 NC1182
 NC1182.Superseded values are not recommended for survey control.
 NC1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1182.See file dsdata.txt to determine how the superseded data were derived.
 NC1182
 NC1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8518155859(NAD 83)
 NC1182_MARKER: 87 = DOME
 NC1182
 NC1182  HISTORY     - Date     Condition        Report By
 NC1182  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1182  HISTORY     - 1982     GOOD             USPSQD
 NC1182  HISTORY     - 1990     GOOD             USPSQD
 NC1182  HISTORY     - 19950906 GOOD             USPSQD
 NC1182
 NC1182                          STATION DESCRIPTION
 NC1182
 NC1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1182'THE STATION IS THE TOP CENTER OF THE BUFFALO NOAA NATIONAL WEATHER
 NC1182'SERVICE RADAR DOME, OWNED BY THE NATIONAL WEATHER SERVICE.  IT IS
 NC1182'A 3 LEGGED STEEL STRUCTURE 100 FEET HIGH, PAINTED RED AND WHITE
 NC1182'AND HAS A WHITE BALL ATOP.
 NC1182'
 NC1182'THE STATION IS LOCATED AT THE ENTRANCE TO THE BUFFALO INTERNATIONAL
 NC1182'AIRPORT.
 NC1182
 NC1182                          STATION RECOVERY (1982)
 NC1182
 NC1182'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1182'BUFFALO NOAA NWS RADAR DOME RECOVERED EXCELLENT.
 NC1182'
 NC1182'HORIZ. CONTROL DATA SHEET ATTACHED.
 NC1182
 NC1182                          STATION RECOVERY (1990)
 NC1182
 NC1182'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEE)
 NC1182'RECOVERED IN GOOD CONDITION.
 NC1182
 NC1182                          STATION RECOVERY (1995)
 NC1182
 NC1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1515 ***********************************************************************
 NC1515  DESIGNATION -  BUFFALO NY TELEPHONE TOWER
 NC1515  PID         -  NC1515
 NC1515  STATE/COUNTY-  NY/ERIE
 NC1515  USGS QUAD   -  BUFFALO NW (1965)
 NC1515
 NC1515                         *CURRENT SURVEY CONTROL
 NC1515  ___________________________________________________________________
 NC1515* NAD 83(1996)-  42 52 59.53425(N)    078 52 38.08466(W)     ADJUSTED  
 NC1515* NAVD 88     -                                                        
 NC1515  ___________________________________________________________________
 NC1515  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NC1515  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1515
 NC1515  HORZ ORDER  -  THIRD
 NC1515
 NC1515.The horizontal coordinates were established by classical geodetic methods
 NC1515.and adjusted by the National Geodetic Survey in January 1999..
 NC1515
 NC1515
 NC1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1515
 NC1515.The geoid height was determined by GEOID03.
 NC1515
 NC1515;                    North         East     Units Scale Factor Converg.
 NC1515;SPC NY W     -   320,237.688   325,990.247   MT  0.99994459   -0 12 00.0
 NC1515;SPC NY W     - 1,050,646.48  1,069,519.67   sFT  0.99994459   -0 12 00.0
 NC1515;UTM  17      - 4,750,030.740   673,352.553   MT  0.99996971   +1 26 41.7
 NC1515
 NC1515                          SUPERSEDED SURVEY CONTROL
 NC1515
 NC1515  NAD 83(1986)-  42 52 59.54034(N)    078 52 38.08195(W) AD(       ) 4
 NC1515  NAD 27      -  42 52 59.33215(N)    078 52 38.95427(W) AD(       ) 3
 NC1515
 NC1515.Superseded values are not recommended for survey control.
 NC1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1515.See file dsdata.txt to determine how the superseded data were derived.
 NC1515
 NC1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7335350031(NAD 83)
 NC1515_MARKER: 43 = RADIO/TV TOWER
 NC1515
 NC1515  HISTORY     - Date     Condition        Report By
 NC1515  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1515  HISTORY     - 1982     GOOD             USPSQD
 NC1515  HISTORY     - 1990     GOOD             USPSQD
 NC1515  HISTORY     - 19950906 GOOD             USPSQD
 NC1515  HISTORY     - 19970203 GOOD             USPSQD
 NC1515
 NC1515                          STATION DESCRIPTION
 NC1515
 NC1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1515'BUFFALO NEW YORK TELEPHONE TOWER IS A RED AND WHITE TOWER ATOP THE
 NC1515'16 STORY TELEPHONE BUILDING.
 NC1515'
 NC1515'STATION IS THE BASE OF THE ANTENNA ATOP THE TOWER AND IS LOCATED
 NC1515'DOWNTOWN BUFFALO, INTERSECTION OF SWAN AND FRANKLIN STREETS.
 NC1515
 NC1515                          STATION RECOVERY (1982)
 NC1515
 NC1515'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1515'STATION RECOVERED EXCELLENT.
 NC1515'
 NC1515'PICTURE ATTACHED.  PICT. NO. 2 SHOWING STA. 1014 - 1132.
 NC1515
 NC1515                          STATION RECOVERY (1990)
 NC1515
 NC1515'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1515'RECOVERED IN GOOD CONDITION.
 NC1515
 NC1515                          STATION RECOVERY (1995)
 NC1515
 NC1515'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1515'RECOVERED IN GOOD CONDITION.
 NC1515
 NC1515                          STATION RECOVERY (1997)
 NC1515
 NC1515'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1401 ***********************************************************************
 NC1401  DESIGNATION -  BUFFALO PLAINS USLS 1875
 NC1401  PID         -  NC1401
 NC1401  STATE/COUNTY-  NY/ERIE
 NC1401  USGS QUAD   -  BUFFALO NE (1965)
 NC1401
 NC1401                         *CURRENT SURVEY CONTROL
 NC1401  ___________________________________________________________________
 NC1401* NAD 83(1996)-  42 56 58.31583(N)    078 49 01.96405(W)     ADJUSTED  
 NC1401* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 NC1401  ___________________________________________________________________
 NC1401  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NC1401  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 NC1401
 NC1401  HORZ ORDER  -  FIRST
 NC1401
 NC1401.The horizontal coordinates were established by classical geodetic methods
 NC1401.and adjusted by the National Geodetic Survey in January 1999..
 NC1401
 NC1401.The orthometric height was scaled from a topographic map.
 NC1401
 NC1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1401
 NC1401.The geoid height was determined by GEOID03.
 NC1401
 NC1401;                    North         East     Units Scale Factor Converg.
 NC1401;SPC NY W     -   327,590.336   330,914.876   MT  0.99994198   -0 09 33.7
 NC1401;SPC NY W     - 1,074,769.29  1,085,676.56   sFT  0.99994198   -0 09 33.7
 NC1401;UTM  17      - 4,757,522.081   678,064.130   MT  0.99999008   +1 29 15.5
 NC1401
 NC1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1401!SPC NY W     -   0.99997292  x   0.99994198  =   0.99991490
 NC1401!UTM  17      -   0.99997292  x   0.99999008  =   0.99996300
 NC1401
 NC1401:                Primary Azimuth Mark                     Grid Az
 NC1401:SPC NY W     -  BUFFALO USLS 1875                        214 28 10.9
 NC1401:UTM  17      -  BUFFALO USLS 1875                        212 49 21.7
 NC1401
 NC1401|---------------------------------------------------------------------|
 NC1401| PID    Reference Object                     Distance      Geod. Az  |
 NC1401|                                                           dddmmss.s |
 NC1401| NC1507 BUFFALO USLS 1875                   APPROX. 8.8 KM 2141837.2 |
 NC1401|---------------------------------------------------------------------|
 NC1401
 NC1401                          SUPERSEDED SURVEY CONTROL
 NC1401
 NC1401  NAD 83(1986)-  42 56 58.32132(N)    078 49 01.96013(W) AD(       ) 1
 NC1401  NAD 27      -  42 56 58.11374(N)    078 49 02.83685(W) AD(       ) 1
 NC1401
 NC1401.Superseded values are not recommended for survey control.
 NC1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1401.See file dsdata.txt to determine how the superseded data were derived.
 NC1401
 NC1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7806457522(NAD 83)
 NC1401_MARKER: V = STONE MONUMENT
 NC1401_SETTING: 0 = UNSPECIFIED SETTING
 NC1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1401
 NC1401  HISTORY     - Date     Condition        Report By
 NC1401  HISTORY     - 1875     MONUMENTED       USLS
 NC1401  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NC1401
 NC1401                          STATION DESCRIPTION
 NC1401
 NC1401'DESCRIBED BY US LAKE SURVEY 1875
 NC1401'THIS STATION IS SITUATED IN THE NORTHEAST CORNER OF BUFFALO
 NC1401'TOWNSHIP, ERIE COUNTY, NEW YORK, ON THE GROUNDS OF THE ERIE
 NC1401'COUNTY POOR HOUSE.  THE HEIGHT OF STATION USED WAS 50 FEET.  THE
 NC1401'GEODETIC POINT IS MARKED BY A STONE POST OF THE USUAL FORM,
 NC1401'SET 2 FEET BELOW THE SURFACE OF THE GROUND.  THREE STONE
 NC1401'REFERENCE POSTS ARE SET AS FOLLOWS--ONE BEARING SOUTH 78 DEG 12
 NC1401'MIN WEST, DISTANT 22.10 METERS.  ONE BY THE RESERVOIR OF THE
 NC1401'COUNTY HOUSE, BEARING NORTH 34 DEG 17 MIN EAST, DISTANT 127.56
 NC1401'METERS.  AND ONE BEARING SOUTH 82 DEG 38 MIN EAST, DISTANT 28.19
 NC1401'METERS FROM THE GEODETIC POINT.  THE BUILDINGS OF THE COUNTY
 NC1401'HOUSE ARE DISTANT ABOUT 470 METERS IN A NORTHWESTERLY
 NC1401'DIRECTION.  THE HEIGHT OF GROUND AT THE STATION ABOVE MEAN
 NC1401'LEVEL OF LAKE ONTARIO IS 435 FEET.
 NC1401
 NC1401                          STATION RECOVERY (1958)
 NC1401
 NC1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFR)
 NC1401'THIS STATION OR NONE OF THE REFERENCE STONES WERE RECOVERED.  THE
 NC1401'ERIE COUNTY POOR HOUSE DESCRIBED IN THE DESCRIPTION HAS LONG
 NC1401'SINCE BEEN DESTROYED AND THE UNIVERSITY OF BUFFALO NOW OCCUPYS
 NC1401'THIS LOCATION.
 NC1401'
 NC1401'IT IS POSSIBLE THAT THIS STATION IS STILL IN POSITION, SINCE
 NC1401'IT WAS SET 2 FEET BELOW THE SURFACE OF THE GROUND AND THE HIGHER
 NC1401'GROUND IN THE VICINITY SEEMS TO HAVE HAD ONLY THE SURFACE
 NC1401'LANDSCAPED.
 NC1401'
 NC1401'TO LOCATE THIS STATION, IT WILL BE NECESSARY TO ESTABLISH
 NC1401'ANOTHER STATION IN THE VICINITY AND ITS LOCATION DETERMINED
 NC1401'BY A INVERSE POSITION.
 NC1401'
 NC1401'THE U.S.E. DEPARTMENT OFFICE, IN BUFFALO, HAS NO DATA ON THIS
 NC1401'STATION EXCEPT THE ORIGINAL 1875 WORK BY THE U.S.L. SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1495 ***********************************************************************
 NC1495  DESIGNATION -  BUFFALO R IMPROVEMENT CORP TK
 NC1495  PID         -  NC1495
 NC1495  STATE/COUNTY-  NY/ERIE
 NC1495  USGS QUAD   -  BUFFALO SE (1965)
 NC1495
 NC1495                         *CURRENT SURVEY CONTROL
 NC1495  ___________________________________________________________________
 NC1495* NAD 83(1996)-  42 51 21.54900(N)    078 51 04.09180(W)     ADJUSTED  
 NC1495* NAVD 88     -                                                        
 NC1495  ___________________________________________________________________
 NC1495  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 NC1495  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 NC1495
 NC1495  HORZ ORDER  -  THIRD
 NC1495
 NC1495.The horizontal coordinates were established by classical geodetic methods
 NC1495.and adjusted by the National Geodetic Survey in January 1999..
 NC1495
 NC1495
 NC1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1495
 NC1495.The geoid height was determined by GEOID03.
 NC1495
 NC1495;                    North         East     Units Scale Factor Converg.
 NC1495;SPC NY W     -   317,207.093   328,113.493   MT  0.99994339   -0 10 55.7
 NC1495;SPC NY W     - 1,040,703.60  1,076,485.68   sFT  0.99994339   -0 10 55.7
 NC1495;UTM  17      - 4,747,062.236   675,561.964   MT  0.99997920   +1 27 43.0
 NC1495
 NC1495                          SUPERSEDED SURVEY CONTROL
 NC1495
 NC1495  NAD 83(1986)-  42 51 21.55513(N)    078 51 04.08895(W) AD(       ) 4
 NC1495  NAD 27      -  42 51 21.34729(N)    078 51 04.96597(W) AD(       ) 3
 NC1495
 NC1495.Superseded values are not recommended for survey control.
 NC1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1495.See file dsdata.txt to determine how the superseded data were derived.
 NC1495
 NC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7556247062(NAD 83)
 NC1495_MARKER: 53 = ELEVATED TANK
 NC1495
 NC1495  HISTORY     - Date     Condition        Report By
 NC1495  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1495  HISTORY     - 1982     GOOD             USPSQD
 NC1495  HISTORY     - 1989     GOOD             USPSQD
 NC1495
 NC1495                          STATION DESCRIPTION
 NC1495
 NC1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1495'BUFFALO RIVER IMPROVEMENT CORPORATION TANK IS LOCATED 1 MILE NORTH
 NC1495'OF TIFT STREET IN BUFFALO, WITHIN THE CONFINES OF REPUBLIC
 NC1495'STEEL CORPORATION AND OWNED BY THE CITY OF BUFFALO.
 NC1495'
 NC1495'THE TANK IS A LARGE STEEL CYLINDRICAL STRUCTURE, BLUE IN COLOR AND
 NC1495'SUPPORTED BY 14 TUBULAR LEGS.  THE TANK HAS AN OVER-ALL HEIGHT OF
 NC1495'148 FEET.
 NC1495'
 NC1495'THE POINT INTERSECTED WAS THE CENTER OF THE VENT CAP ATOP.
 NC1495
 NC1495                          STATION RECOVERY (1982)
 NC1495
 NC1495'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1495'BUFFALO RIVER IMPROVEMENT CORP TANK RECOVERED GOOD.
 NC1495
 NC1495                          STATION RECOVERY (1989)
 NC1495
 NC1495'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1496 ***********************************************************************
 NC1496  DESIGNATION -  BUFFALO RAD STA WSYL TOWER
 NC1496  PID         -  NC1496
 NC1496  STATE/COUNTY-  NY/ERIE
 NC1496  USGS QUAD   -  BUFFALO SE (1965)
 NC1496
 NC1496                         *CURRENT SURVEY CONTROL
 NC1496  ___________________________________________________________________
 NC1496* NAD 83(1996)-  42 52 29.90708(N)    078 51 01.66867(W)     ADJUSTED  
 NC1496* NAVD 88     -                                                        
 NC1496  ___________________________________________________________________
 NC1496  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 NC1496  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 NC1496
 NC1496  HORZ ORDER  -  THIRD
 NC1496
 NC1496.The horizontal coordinates were established by classical geodetic methods
 NC1496.and adjusted by the National Geodetic Survey in January 1999..
 NC1496
 NC1496
 NC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1496
 NC1496.The geoid height was determined by GEOID03.
 NC1496
 NC1496;                    North         East     Units Scale Factor Converg.
 NC1496;SPC NY W     -   319,316.207   328,175.192   MT  0.99994336   -0 10 54.3
 NC1496;SPC NY W     - 1,047,623.26  1,076,688.11   sFT  0.99994336   -0 10 54.3
 NC1496;UTM  17      - 4,749,172.327   675,563.115   MT  0.99997920   +1 27 46.5
 NC1496
 NC1496                          SUPERSEDED SURVEY CONTROL
 NC1496
 NC1496  NAD 83(1986)-  42 52 29.91316(N)    078 51 01.66590(W) AD(       ) 4
 NC1496  NAD 27      -  42 52 29.70445(N)    078 51 02.54159(W) AD(       ) 3
 NC1496
 NC1496.Superseded values are not recommended for survey control.
 NC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1496.See file dsdata.txt to determine how the superseded data were derived.
 NC1496
 NC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7556349172(NAD 83)
 NC1496_MARKER: 43 = RADIO/TV TOWER
 NC1496
 NC1496  HISTORY     - Date     Condition        Report By
 NC1496  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1496  HISTORY     - 1983     GOOD             USPSQD
 NC1496  HISTORY     - 1989     GOOD             USPSQD
 NC1496  HISTORY     - 19910101 GOOD             HAYDEN
 NC1496  HISTORY     - 19910723 GOOD             USPSQD
 NC1496  HISTORY     - 19970203 GOOD             USPSQD
 NC1496
 NC1496                          STATION DESCRIPTION
 NC1496
 NC1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1496'THE STATION IS THE CENTER OF RED LIGHT ATOP THE TOWER OF BUFFALO
 NC1496'RADIO STATION WYSL.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE
 NC1496'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS WYSL ON THE
 NC1496'EAST AND WEST SIDE OF THE TOWER.  THE OVER-ALL HEIGHT OF THE TOWER
 NC1496'IS 423 FEET ABOVE THE GROUND SURFACE.
 NC1496'
 NC1496'THE STATION IS LOCATED AT 189 VAN RENSSELAER IN BUFFALO AND
 NC1496'ATOP THE GRAPHIC CONTROLS CORPORATION BUILDING.
 NC1496
 NC1496                          STATION RECOVERY (1983)
 NC1496
 NC1496'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1496'WYSL RADIO TOWER CTR. RED LIGHT RECOVERED GOOD.
 NC1496'
 NC1496'DESCRIPTION OF LOCATION ACCURATE.
 NC1496
 NC1496                          STATION RECOVERY (1989)
 NC1496
 NC1496'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1496'RECOVERED IN GOOD CONDITION.
 NC1496
 NC1496                          STATION RECOVERY (1991)
 NC1496
 NC1496'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1496'WSYL RADIO TOWER IS IN GOOD CONDITION.
 NC1496
 NC1496                          STATION RECOVERY (1991)
 NC1496
 NC1496'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1496'RECOVERED IN GOOD CONDITION.
 NC1496
 NC1496                          STATION RECOVERY (1997)
 NC1496
 NC1496'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1450 ***********************************************************************
 NC1450  DESIGNATION -  BUFFALO RADIO STA WGR TOWER
 NC1450  PID         -  NC1450
 NC1450  STATE/COUNTY-  NY/ERIE
 NC1450  USGS QUAD   -  BUFFALO SE (1965)
 NC1450
 NC1450                         *CURRENT SURVEY CONTROL
 NC1450  ___________________________________________________________________
 NC1450* NAD 83(1996)-  42 46 14.88210(N)    078 50 31.85591(W)     ADJUSTED  
 NC1450* NAVD 88     -                                                        
 NC1450  ___________________________________________________________________
 NC1450  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 NC1450  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NC1450
 NC1450  HORZ ORDER  -  THIRD
 NC1450
 NC1450.The horizontal coordinates were established by classical geodetic methods
 NC1450.and adjusted by the National Geodetic Survey in January 1999..
 NC1450
 NC1450
 NC1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1450
 NC1450.The geoid height was determined by GEOID03.
 NC1450
 NC1450;                    North         East     Units Scale Factor Converg.
 NC1450;SPC NY W     -   307,742.236   328,816.249   MT  0.99994302   -0 10 32.8
 NC1450;SPC NY W     - 1,009,650.99  1,078,791.31   sFT  0.99994302   -0 10 32.8
 NC1450;UTM  17      - 4,737,621.056   676,535.806   MT  0.99998342   +1 27 56.5
 NC1450
 NC1450                          SUPERSEDED SURVEY CONTROL
 NC1450
 NC1450  NAD 83(1986)-  42 46 14.88825(N)    078 50 31.85273(W) AD(       ) 4
 NC1450  NAD 27      -  42 46 14.67612(N)    078 50 32.73338(W) AD(       ) 3
 NC1450
 NC1450.Superseded values are not recommended for survey control.
 NC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1450.See file dsdata.txt to determine how the superseded data were derived.
 NC1450
 NC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7653637621(NAD 83)
 NC1450_MARKER: 43 = RADIO/TV TOWER
 NC1450
 NC1450  HISTORY     - Date     Condition        Report By
 NC1450  HISTORY     - 1958     FIRST OBSERVED   CGS
 NC1450  HISTORY     - 1973     GOOD             NGS
 NC1450  HISTORY     - 1983     GOOD             USPSQD
 NC1450  HISTORY     - 1989     GOOD             USPSQD
 NC1450  HISTORY     - 19910723 GOOD             USPSQD
 NC1450  HISTORY     - 19970203 GOOD             USPSQD
 NC1450
 NC1450                          STATION DESCRIPTION
 NC1450
 NC1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1450'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS LOCATED ABOUT 1.5
 NC1450'MILES WEST OF THE JUNCTION OF U.S. 20 AND 20A AND ON THE SOUTH SIDE
 NC1450'OF BIG TREE ROAD.
 NC1450'
 NC1450'THE TOWER IS A SLENDER ORANGE AND WHITE STEEL STRUCTURE ABOUT 250
 NC1450'FEET HIGH.  IT IS NORTH OF THE WEST ONE OF FIVE MASTS OWNED BY
 NC1450'RADIO STATION WBKW.
 NC1450
 NC1450                          STATION RECOVERY (1973)
 NC1450
 NC1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1450'RECOVERED AS DESCRIBED.
 NC1450'
 NC1450'THE POINT INTERSECTED WAS THE CENTER OF THE RED LIGHT ATOP THE
 NC1450'TOWER.
 NC1450
 NC1450                          STATION RECOVERY (1983)
 NC1450
 NC1450'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1450'LIGHT ATOP TOWER RECOVERED GOOD.
 NC1450'
 NC1450'DESCRIPTION OF LOCATION ACCURATE.
 NC1450
 NC1450                          STATION RECOVERY (1989)
 NC1450
 NC1450'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1450'RECOVERED IN GOOD CONDITION.
 NC1450
 NC1450                          STATION RECOVERY (1991)
 NC1450
 NC1450'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1450'RECOVERED IN GOOD CONDITION.
 NC1450
 NC1450                          STATION RECOVERY (1997)
 NC1450
 NC1450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1403 ***********************************************************************
 NC1403  DESIGNATION -  BUFFALO RAND BUILDING TOWER
 NC1403  PID         -  NC1403
 NC1403  STATE/COUNTY-  NY/ERIE
 NC1403  USGS QUAD   -  BUFFALO NE (1965)
 NC1403
 NC1403                         *CURRENT SURVEY CONTROL
 NC1403  ___________________________________________________________________
 NC1403* NAD 83(1996)-  42 53 10.09695(N)    078 52 24.48085(W)     ADJUSTED  
 NC1403* NAVD 88     -                                                        
 NC1403  ___________________________________________________________________
 NC1403  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NC1403  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1403
 NC1403  HORZ ORDER  -  THIRD
 NC1403
 NC1403.The horizontal coordinates were established by classical geodetic methods
 NC1403.and adjusted by the National Geodetic Survey in January 1999..
 NC1403
 NC1403
 NC1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1403
 NC1403.The geoid height was determined by GEOID03.
 NC1403
 NC1403;                    North         East     Units Scale Factor Converg.
 NC1403;SPC NY W     -   320,562.546   326,300.065   MT  0.99994441   -0 11 50.8
 NC1403;SPC NY W     - 1,051,712.29  1,070,536.13   sFT  0.99994441   -0 11 50.8
 NC1403;UTM  17      - 4,750,364.367   673,652.925   MT  0.99997099   +1 26 51.2
 NC1403
 NC1403                          SUPERSEDED SURVEY CONTROL
 NC1403
 NC1403  NAD 83(1986)-  42 53 10.10322(N)    078 52 24.47815(W) AD(       ) 4
 NC1403  NAD 27      -  42 53 09.89259(N)    078 52 25.35180(W) AD(       ) 3
 NC1403
 NC1403.Superseded values are not recommended for survey control.
 NC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1403.See file dsdata.txt to determine how the superseded data were derived.
 NC1403
 NC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7365350364(NAD 83)
 NC1403_MARKER: Z = SEE DESCRIPTION
 NC1403_SETTING: 0 = UNSPECIFIED SETTING
 NC1403
 NC1403  HISTORY     - Date     Condition        Report By
 NC1403  HISTORY     - UNK      MONUMENTED
 NC1403  HISTORY     - 1958     GOOD             CGS
 NC1403  HISTORY     - 1972     GOOD             NGS
 NC1403  HISTORY     - 1982     GOOD             USPSQD
 NC1403  HISTORY     - 1989     GOOD             USPSQD
 NC1403  HISTORY     - 1991     GOOD             USPSQD
 NC1403  HISTORY     - 19910723 GOOD             USPSQD
 NC1403
 NC1403                          STATION DESCRIPTION
 NC1403
 NC1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1403'STATION IS THE TOP CENTER OF THE TOWER ON THE RAND BUILDING
 NC1403'WHICH IS LOCATED AT BROADWAY AND WASHINGTON STREET ON LAFAYETTE
 NC1403'SQUARE IN DOWNTOWN BUFFALO.
 NC1403'
 NC1403'STATION IS 40 FEET HIGH FROM THE ROOF OF THE RAND BUILDING AND
 NC1403'IS 391 FEET ABOVE THE STREET.  IT IS 5 FEET IN DIAMETER AND HAS
 NC1403'NEON TUBES RUNNING VERTICALLY FROM THE ROOF 25 FEET UP THE TOWER
 NC1403'AND SPACED SIX INCHES APART.  AT THE TOP ARE TWELVE 24-INCH
 NC1403'LOUDSPEAKERS CIRCLING THE TOWER.
 NC1403'
 NC1403'NOTE--THIS STATION WAS NOT VISITED BY THIS PARTY.
 NC1403
 NC1403                          STATION RECOVERY (1972)
 NC1403
 NC1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WOM)
 NC1403'BUFFALO RAND BUILDING TOWER WAS RECOVERED AS DESCRIBED.
 NC1403
 NC1403                          STATION RECOVERY (1982)
 NC1403
 NC1403'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1403'STATION EXCELLENT.
 NC1403
 NC1403                          STATION RECOVERY (1989)
 NC1403
 NC1403'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1403'RECOVERED IN GOOD CONDITION.
 NC1403
 NC1403                          STATION RECOVERY (1991)
 NC1403
 NC1403'RECOVERY NOTE BY US POWER SQUADRON 1991 (NAZ)
 NC1403'RECOVERED IN GOOD CONDITION.
 NC1403
 NC1403                          STATION RECOVERY (1991)
 NC1403
 NC1403'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1524 ***********************************************************************
 NC1524  DESIGNATION -  BUFFALO ST ELIZBETHS CATH CH
 NC1524  PID         -  NC1524
 NC1524  STATE/COUNTY-  NY/ERIE
 NC1524  USGS QUAD   -  BUFFALO NW (1965)
 NC1524
 NC1524                         *CURRENT SURVEY CONTROL
 NC1524  ___________________________________________________________________
 NC1524* NAD 83(1996)-  42 56 20.78661(N)    078 53 26.79329(W)     ADJUSTED  
 NC1524* NAVD 88     -                                                        
 NC1524  ___________________________________________________________________
 NC1524  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NC1524  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 NC1524
 NC1524  HORZ ORDER  -  THIRD
 NC1524
 NC1524.The horizontal coordinates were established by classical geodetic methods
 NC1524.and adjusted by the National Geodetic Survey in January 1999..
 NC1524
 NC1524
 NC1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1524
 NC1524.The geoid height was determined by GEOID03.
 NC1524
 NC1524;                    North         East     Units Scale Factor Converg.
 NC1524;SPC NY W     -   326,451.623   324,907.652   MT  0.99994524   -0 12 34.0
 NC1524;SPC NY W     - 1,071,033.37  1,065,967.85   sFT  0.99994524   -0 12 34.0
 NC1524;UTM  17      - 4,756,211.156   672,091.911   MT  0.99996435   +1 26 13.9
 NC1524
 NC1524                          SUPERSEDED SURVEY CONTROL
 NC1524
 NC1524  NAD 83(1986)-  42 56 20.79272(N)    078 53 26.79071(W) AD(       ) 4
 NC1524  NAD 27      -  42 56 20.58732(N)    078 53 27.66063(W) AD(       ) 3
 NC1524
 NC1524.Superseded values are not recommended for survey control.
 NC1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1524.See file dsdata.txt to determine how the superseded data were derived.
 NC1524
 NC1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7209256211(NAD 83)
 NC1524_MARKER: 90 = CHURCH SPIRE
 NC1524
 NC1524  HISTORY     - Date     Condition        Report By
 NC1524  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1524  HISTORY     - 1983     GOOD             USPSQD
 NC1524  HISTORY     - 1990     GOOD             USPSQD
 NC1524  HISTORY     - 19910628 GOOD             USPSQD
 NC1524  HISTORY     - 19950901 GOOD             USPSQD
 NC1524  HISTORY     - 19950906 GOOD             USPSQD
 NC1524
 NC1524                          STATION DESCRIPTION
 NC1524
 NC1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1524'THE STATION IS THE BASE OF CROSS ATOP A BLACK SHINGLED SPIRE ATOP
 NC1524'A RED BRICK CHURCH.  IT IS 150 FEET TALL.
 NC1524'
 NC1524'IT IS LOCATED JUST NORTH OF THE INTERSECTION OF AMHERST STREET
 NC1524'AND GRANT STREET IN BUFFALO.
 NC1524
 NC1524                          STATION RECOVERY (1983)
 NC1524
 NC1524'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1524'LAND MARK BASE OF CROSS ON CH. SPIRE RECOVERED GOOD.
 NC1524
 NC1524                          STATION RECOVERY (1990)
 NC1524
 NC1524'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1524'RECOVERED IN GOOD CONDITION.
 NC1524
 NC1524                          STATION RECOVERY (1991)
 NC1524
 NC1524'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1524'RECOVERED IN GOOD CONDITION.
 NC1524
 NC1524                          STATION RECOVERY (1995)
 NC1524
 NC1524'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1524'RECOVERED IN GOOD CONDITION.
 NC1524
 NC1524                          STATION RECOVERY (1995)
 NC1524
 NC1524'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1422 ***********************************************************************
 NC1422  DESIGNATION -  BUFFALO ST MARYS CATH CH SPIRE
 NC1422  PID         -  NC1422
 NC1422  STATE/COUNTY-  NY/ERIE
 NC1422  USGS QUAD   -  BUFFALO NE (1965)
 NC1422
 NC1422                         *CURRENT SURVEY CONTROL
 NC1422  ___________________________________________________________________
 NC1422* NAD 83(1996)-  42 53 14.11209(N)    078 51 52.60401(W)     ADJUSTED  
 NC1422* NAVD 88     -                                                        
 NC1422  ___________________________________________________________________
 NC1422  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 NC1422  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1422
 NC1422  HORZ ORDER  -  THIRD
 NC1422
 NC1422.The horizontal coordinates were established by classical geodetic methods
 NC1422.and adjusted by the National Geodetic Survey in January 1999..
 NC1422
 NC1422
 NC1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1422
 NC1422.The geoid height was determined by GEOID03.
 NC1422
 NC1422;                    North         East     Units Scale Factor Converg.
 NC1422;SPC NY W     -   320,683.985   327,023.785   MT  0.99994399   -0 11 29.1
 NC1422;SPC NY W     - 1,052,110.71  1,072,910.53   sFT  0.99994399   -0 11 29.1
 NC1422;UTM  17      - 4,750,506.536   674,372.881   MT  0.99997408   +1 27 13.0
 NC1422
 NC1422                          SUPERSEDED SURVEY CONTROL
 NC1422
 NC1422  NAD 83(1986)-  42 53 14.11826(N)    078 51 52.60132(W) AD(       ) 4
 NC1422  NAD 27      -  42 53 13.91006(N)    078 51 53.47541(W) AD(       ) 3
 NC1422
 NC1422.Superseded values are not recommended for survey control.
 NC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1422.See file dsdata.txt to determine how the superseded data were derived.
 NC1422
 NC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7437350507(NAD 83)
 NC1422_MARKER: 90 = CHURCH SPIRE
 NC1422
 NC1422  HISTORY     - Date     Condition        Report By
 NC1422  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1422  HISTORY     - 1989     GOOD             USPSQD
 NC1422  HISTORY     - 19910722 MARK NOT FOUND   USPSQD
 NC1422
 NC1422                          STATION DESCRIPTION
 NC1422
 NC1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1422'BUFFALO ST. MARYS CATHOLIC CHURCH SPIRE IS ATOP THE CHURCH,
 NC1422'180 FEET HIGH AND IS PAINTED GOLD.
 NC1422'
 NC1422'STATION IS THE BASE OF THE CROSS AND IS LOCATED IN THE
 NC1422'SOUTHWEST ANGLE OF PINE STREET AND BROADWAY, CITY OF BUFFALO.
 NC1422
 NC1422                          STATION RECOVERY (1989)
 NC1422
 NC1422'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1422'RECOVERED IN GOOD CONDITION.
 NC1422
 NC1422                          STATION RECOVERY (1991)
 NC1422
 NC1422'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1433 ***********************************************************************
 NC1433  DESIGNATION -  BUFFALO ST MARYS OF SORROWS CH
 NC1433  PID         -  NC1433
 NC1433  STATE/COUNTY-  NY/ERIE
 NC1433  USGS QUAD   -  BUFFALO NE (1965)
 NC1433
 NC1433                         *CURRENT SURVEY CONTROL
 NC1433  ___________________________________________________________________
 NC1433* NAD 83(1996)-  42 54 03.40343(N)    078 50 34.96072(W)     ADJUSTED  
 NC1433* NAVD 88     -                                                        
 NC1433  ___________________________________________________________________
 NC1433  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NC1433  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1433
 NC1433  HORZ ORDER  -  THIRD
 NC1433
 NC1433.The horizontal coordinates were established by classical geodetic methods
 NC1433.and adjusted by the National Geodetic Survey in January 1999..
 NC1433
 NC1433
 NC1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1433
 NC1433.The geoid height was determined by GEOID03.
 NC1433
 NC1433;                    North         East     Units Scale Factor Converg.
 NC1433;SPC NY W     -   322,199.289   328,790.222   MT  0.99994303   -0 10 36.5
 NC1433;SPC NY W     - 1,057,082.17  1,078,705.92   sFT  0.99994303   -0 10 36.5
 NC1433;UTM  17      - 4,752,071.985   676,095.143   MT  0.99998150   +1 28 07.3
 NC1433
 NC1433                          SUPERSEDED SURVEY CONTROL
 NC1433
 NC1433  NAD 83(1986)-  42 54 03.40956(N)    078 50 34.95801(W) AD(       ) 4
 NC1433  NAD 27      -  42 54 03.20049(N)    078 50 35.83451(W) AD(       ) 3
 NC1433
 NC1433.Superseded values are not recommended for survey control.
 NC1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1433.See file dsdata.txt to determine how the superseded data were derived.
 NC1433
 NC1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7609552072(NAD 83)
 NC1433_MARKER: 90 = CHURCH SPIRE
 NC1433
 NC1433  HISTORY     - Date     Condition        Report By
 NC1433  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1433  HISTORY     - 1990     GOOD             USPSQD
 NC1433  HISTORY     - 1990     GOOD             USPSQD
 NC1433  HISTORY     - 19910722 GOOD             USPSQD
 NC1433  HISTORY     - 19950906 GOOD             USPSQD
 NC1433
 NC1433                          STATION DESCRIPTION
 NC1433
 NC1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1433'THE STATION IS THE BASE OF CROSS ATOP A BLACK SHINGLED SPIRE ATOP
 NC1433'A GRAY BRICK CHURCH.  IT IS 150 FEET TALL.
 NC1433'
 NC1433'IT IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 NC1433'RICH STREET AND GENESEE STREET IN BUFFALO.
 NC1433
 NC1433                          STATION RECOVERY (1990)
 NC1433
 NC1433'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEE)
 NC1433'RECOVERED IN GOOD CONDITION.
 NC1433
 NC1433                          STATION RECOVERY (1990)
 NC1433
 NC1433'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1433'RECOVERED IN GOOD CONDITION.
 NC1433
 NC1433                          STATION RECOVERY (1991)
 NC1433
 NC1433'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1433'RECOVERED IN GOOD CONDITION.
 NC1433
 NC1433                          STATION RECOVERY (1995)
 NC1433
 NC1433'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1445 ***********************************************************************
 NC1445  DESIGNATION -  BUFFALO STATE UNIV OF NY DOME
 NC1445  PID         -  NC1445
 NC1445  STATE/COUNTY-  NY/ERIE
 NC1445  USGS QUAD   -  BUFFALO NE (1965)
 NC1445
 NC1445                         *CURRENT SURVEY CONTROL
 NC1445  ___________________________________________________________________
 NC1445* NAD 83(1996)-  42 57 10.23534(N)    078 49 14.98684(W)     ADJUSTED  
 NC1445* NAVD 88     -                                                        
 NC1445  ___________________________________________________________________
 NC1445  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NC1445  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 NC1445
 NC1445  HORZ ORDER  -  THIRD
 NC1445
 NC1445.The horizontal coordinates were established by classical geodetic methods
 NC1445.and adjusted by the National Geodetic Survey in January 1999..
 NC1445
 NC1445
 NC1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1445
 NC1445.The geoid height was determined by GEOID03.
 NC1445
 NC1445;                    North         East     Units Scale Factor Converg.
 NC1445;SPC NY W     -   327,958.963   330,620.722   MT  0.99994212   -0 09 42.6
 NC1445;SPC NY W     - 1,075,978.70  1,084,711.49   sFT  0.99994212   -0 09 42.6
 NC1445;UTM  17      - 4,757,882.118   677,759.488   MT  0.99998874   +1 29 07.0
 NC1445
 NC1445                          SUPERSEDED SURVEY CONTROL
 NC1445
 NC1445  NAD 83(1986)-  42 57 10.24155(N)    078 49 14.98431(W) AD(       ) 4
 NC1445  NAD 27      -  42 57 10.03407(N)    078 49 15.86048(W) AD(       ) 3
 NC1445
 NC1445.Superseded values are not recommended for survey control.
 NC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1445.See file dsdata.txt to determine how the superseded data were derived.
 NC1445
 NC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7775957882(NAD 83)
 NC1445_MARKER: 87 = DOME
 NC1445
 NC1445  HISTORY     - Date     Condition        Report By
 NC1445  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1445  HISTORY     - 1983     GOOD             USPSQD
 NC1445  HISTORY     - 1990     GOOD             USPSQD
 NC1445  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 NC1445  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 NC1445
 NC1445                          STATION DESCRIPTION
 NC1445
 NC1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1445'THE STATION IS THE BALL ATOP THE DOME OF THE STATE UNIVERSITY
 NC1445'AT BUFFALO OWNED BY THE UNIVERSITY.  IT IS A GOLD BALL ATOP
 NC1445'A GRAY AND TAN CLOCK TOWER ON A GRAY BRICK BUILDING.  IT IS
 NC1445'150 FEET TALL.
 NC1445'
 NC1445'THE STATION IS LOCATED ON THE CAMPUS OF THE STATE UNIVERSITY
 NC1445'OF NEW YORK AT BUFFALO.
 NC1445
 NC1445                          STATION RECOVERY (1983)
 NC1445
 NC1445'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1445'GOLD BALL RECOVERED GOOD.
 NC1445'
 NC1445'TOP OF BUFFALO STATE UNIV OF NEW YORK DOME.
 NC1445'
 NC1445'DESCRIPTION ACCURATE.
 NC1445
 NC1445                          STATION RECOVERY (1990)
 NC1445
 NC1445'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1445'RECOVERED IN GOOD CONDITION.
 NC1445
 NC1445                          STATION RECOVERY (1991)
 NC1445
 NC1445'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1445'MARK NOT FOUND.
 NC1445
 NC1445                          STATION RECOVERY (1991)
 NC1445
 NC1445'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1435 ***********************************************************************
 NC1435  DESIGNATION -  BUFFALO TV STA WNED TOWER
 NC1435  PID         -  NC1435
 NC1435  STATE/COUNTY-  NY/ERIE
 NC1435  USGS QUAD   -  BUFFALO NE (1965)
 NC1435
 NC1435                         *CURRENT SURVEY CONTROL
 NC1435  ___________________________________________________________________
 NC1435* NAD 83(1996)-  42 53 05.67051(N)    078 52 20.88105(W)     ADJUSTED  
 NC1435* NAVD 88     -                                                        
 NC1435  ___________________________________________________________________
 NC1435  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 NC1435  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1435
 NC1435  HORZ ORDER  -  THIRD
 NC1435
 NC1435.The horizontal coordinates were established by classical geodetic methods
 NC1435.and adjusted by the National Geodetic Survey in January 1999..
 NC1435
 NC1435
 NC1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1435
 NC1435.The geoid height was determined by GEOID03.
 NC1435
 NC1435;                    North         East     Units Scale Factor Converg.
 NC1435;SPC NY W     -   320,425.680   326,381.277   MT  0.99994436   -0 11 48.4
 NC1435;SPC NY W     - 1,051,263.25  1,070,802.57   sFT  0.99994436   -0 11 48.4
 NC1435;UTM  17      - 4,750,229.885   673,738.036   MT  0.99997136   +1 26 53.5
 NC1435
 NC1435                          SUPERSEDED SURVEY CONTROL
 NC1435
 NC1435  NAD 83(1986)-  42 53 05.67661(N)    078 52 20.87838(W) AD(       ) 4
 NC1435  NAD 27      -  42 53 05.46858(N)    078 52 21.75276(W) AD(       ) 3
 NC1435
 NC1435.Superseded values are not recommended for survey control.
 NC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1435.See file dsdata.txt to determine how the superseded data were derived.
 NC1435
 NC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7373850230(NAD 83)
 NC1435_MARKER: 43 = RADIO/TV TOWER
 NC1435
 NC1435  HISTORY     - Date     Condition        Report By
 NC1435  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1435  HISTORY     - 1990     GOOD             USPSQD
 NC1435  HISTORY     - 19910723 POOR             USPSQD
 NC1435  HISTORY     - 19950906 GOOD             USPSQD
 NC1435
 NC1435                          STATION DESCRIPTION
 NC1435
 NC1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1435'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE BUFFALO
 NC1435'TELEVISION STATION WNED.  THE TOWER IS A 3 LEGGED STEEL
 NC1435'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS
 NC1435'AN OVER-ALL HEIGHT OF 379 FEET ABOVE THE GROUND SURFACE.
 NC1435'
 NC1435'THE STATION IS LOCATED ATOP THE HOTEL LAFAYETTE IN LAFAYETTE
 NC1435'SQUARE IN DOWNTOWN BUFFALO.
 NC1435
 NC1435                          STATION RECOVERY (1990)
 NC1435
 NC1435'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1435'RECOVERED IN GOOD CONDITION.
 NC1435
 NC1435                          STATION RECOVERY (1991)
 NC1435
 NC1435'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1435'MARK RECOVERED IN POOR CONDITION.
 NC1435
 NC1435                          STATION RECOVERY (1995)
 NC1435
 NC1435'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1512 ***********************************************************************
 NC1512  DESIGNATION -  BUFFALO TV STA WNED MAST
 NC1512  PID         -  NC1512
 NC1512  STATE/COUNTY-  NY/ERIE
 NC1512  USGS QUAD   -  BUFFALO NW (1965)
 NC1512
 NC1512                         *CURRENT SURVEY CONTROL
 NC1512  ___________________________________________________________________
 NC1512* NAD 83(1996)-  42 57 14.00332(N)    078 52 36.51454(W)     ADJUSTED  
 NC1512* NAVD 88     -                                                        
 NC1512  ___________________________________________________________________
 NC1512  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 NC1512  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 NC1512
 NC1512  HORZ ORDER  -  THIRD
 NC1512
 NC1512.The horizontal coordinates were established by classical geodetic methods
 NC1512.and adjusted by the National Geodetic Survey in January 1999..
 NC1512
 NC1512
 NC1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1512
 NC1512.The geoid height was determined by GEOID03.
 NC1512
 NC1512;                    North         East     Units Scale Factor Converg.
 NC1512;SPC NY W     -   328,089.653   326,053.264   MT  0.99994455   -0 11 59.9
 NC1512;SPC NY W     - 1,076,407.47  1,069,726.42   sFT  0.99994455   -0 11 59.9
 NC1512;UTM  17      - 4,757,881.470   673,189.998   MT  0.99996901   +1 26 49.6
 NC1512
 NC1512                          SUPERSEDED SURVEY CONTROL
 NC1512
 NC1512  NAD 83(1986)-  42 57 14.00942(N)    078 52 36.51200(W) AD(       ) 4
 NC1512  NAD 27      -  42 57 13.80167(N)    078 52 37.38209(W) AD(       ) 3
 NC1512
 NC1512.Superseded values are not recommended for survey control.
 NC1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1512.See file dsdata.txt to determine how the superseded data were derived.
 NC1512
 NC1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7319057881(NAD 83)
 NC1512_MARKER: 42 = RADIO/TV MAST
 NC1512
 NC1512  HISTORY     - Date     Condition        Report By
 NC1512  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1512  HISTORY     - 19910628 GOOD             USPSQD
 NC1512  HISTORY     - 19950901 GOOD             USPSQD
 NC1512  HISTORY     - 19950906 GOOD             USPSQD
 NC1512  HISTORY     - 20021221 GOOD             USPSQD
 NC1512
 NC1512                          STATION DESCRIPTION
 NC1512
 NC1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1512'THE STATION IS THE LIGHT ATOP A 3 LEGGED TAPERED RED AND WHITE
 NC1512'MAST.  IT IS 742 FEET TALL AND OWNED BY WBEN TV STATION AND
 NC1512'LEASED TO WNED TV STATION AT THIS TIME.
 NC1512'
 NC1512'IT IS LOCATED AT WBEN TV TRANSMITTING STATION IN BUFFALO JUST
 NC1512'SOUTH OF THE INTERSECTION OF ELMWOOD AVENUE AND KENMORE AVENUE
 NC1512'IN BUFFALO.
 NC1512
 NC1512                          STATION RECOVERY (1991)
 NC1512
 NC1512'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1512'RECOVERED IN GOOD CONDITION.
 NC1512
 NC1512                          STATION RECOVERY (1995)
 NC1512
 NC1512'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1512'RECOVERED IN GOOD CONDITION.
 NC1512
 NC1512                          STATION RECOVERY (1995)
 NC1512
 NC1512'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1512'RECOVERED IN GOOD CONDITION.
 NC1512
 NC1512                          STATION RECOVERY (2002)
 NC1512
 NC1512'RECOVERY NOTE BY US POWER SQUADRON 2002 (CV)
 NC1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1507 ***********************************************************************
 NC1507  DESIGNATION -  BUFFALO USLS 1875
 NC1507  PID         -  NC1507
 NC1507  STATE/COUNTY-  NY/ERIE
 NC1507  USGS QUAD   -  BUFFALO NW (1965)
 NC1507
 NC1507                         *CURRENT SURVEY CONTROL
 NC1507  ___________________________________________________________________
 NC1507* NAD 83(1996)-  42 53 03.27868(N)    078 52 40.02107(W)     ADJUSTED  
 NC1507* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 NC1507  ___________________________________________________________________
 NC1507  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NC1507  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC1507
 NC1507  HORZ ORDER  -  FIRST
 NC1507
 NC1507.The horizontal coordinates were established by classical geodetic methods
 NC1507.and adjusted by the National Geodetic Survey in January 1999..
 NC1507
 NC1507.The orthometric height was scaled from a topographic map.
 NC1507
 NC1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1507
 NC1507.The geoid height was determined by GEOID03.
 NC1507
 NC1507;                    North         East     Units Scale Factor Converg.
 NC1507;SPC NY W     -   320,353.382   325,946.711   MT  0.99994462   -0 12 01.4
 NC1507;SPC NY W     - 1,051,026.05  1,069,376.83   sFT  0.99994462   -0 12 01.4
 NC1507;UTM  17      - 4,750,145.140   673,305.713   MT  0.99996951   +1 26 40.4
 NC1507
 NC1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1507!SPC NY W     -   0.99997668  x   0.99994462  =   0.99992130
 NC1507!UTM  17      -   0.99997668  x   0.99996951  =   0.99994619
 NC1507
 NC1507:                Primary Azimuth Mark                     Grid Az
 NC1507:SPC NY W     -  HAMBURG RESET                            172 19 47.4
 NC1507:UTM  17      -  HAMBURG RESET                            170 41 05.6
 NC1507
 NC1507|---------------------------------------------------------------------|
 NC1507| PID    Reference Object                     Distance      Geod. Az  |
 NC1507|                                                           dddmmss.s |
 NC1507| NC1448 HAMBURG RESET                       APPROX.11.6 KM 1720746.0 |
 NC1507|---------------------------------------------------------------------|
 NC1507
 NC1507                          SUPERSEDED SURVEY CONTROL
 NC1507
 NC1507  NAD 83(1986)-  42 53 03.28461(N)    078 52 40.01733(W) AD(       ) 1
 NC1507  NAD 27      -  42 53 03.07697(N)    078 52 40.88901(W) AD(       ) 1
 NC1507
 NC1507.Superseded values are not recommended for survey control.
 NC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1507.See file dsdata.txt to determine how the superseded data were derived.
 NC1507
 NC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7330650145(NAD 83)
 NC1507_MARKER: X = CHISELED CROSS
 NC1507_SETTING: 0 = UNSPECIFIED SETTING
 NC1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1507
 NC1507  HISTORY     - Date     Condition        Report By
 NC1507  HISTORY     - 1875     MONUMENTED       USLS
 NC1507  HISTORY     - 1958     GOOD             CGS
 NC1507  HISTORY     - 1964     GOOD             CGS
 NC1507  HISTORY     - 1971     GOOD             IBC
 NC1507  HISTORY     - 1982     GOOD             USPSQD
 NC1507
 NC1507                          STATION DESCRIPTION
 NC1507
 NC1507'DESCRIBED BY US LAKE SURVEY 1875
 NC1507'THE NEW CITY HALL TOWER WAS USED AS A STATION AT THIS POINT.  THE
 NC1507'CITY HALL IS A LARGE GRANITE BUILDING ON THE SQUARE INCLOSED BY
 NC1507'EAGLE, FRANKLIN, CHURCH, AND DELAWARE STREETS IN THE CITY OF
 NC1507'BUFFALO, NEW YORK.  THE GEODETIC POINT IS MARKED BY A CROSS CUT
 NC1507'IN A PIECE OF BRASS LEADED INTO THE GRANITE SHELF AT THE BASE
 NC1507'OF THE PEDESTALS OF THE STATUES ON THE TOP OF THE TOWER ON
 NC1507'THE NORTH SIDE.  IT IS 0.175 METER FROM THE INNER EDGE OF THE
 NC1507'STONE SHELF, 0.744 METER FROM THE OUTER EDGE, AND 1.212 METERS
 NC1507'FROM THE BASE OF THE PEDESTAL OF THE STATUE ON THE NORTHEAST
 NC1507'CORNER OF THE TOWER.  ITS HEIGHT ABOVE THE GROUND IS 160.5
 NC1507'FEET.  THE HEIGHT OF GROUND AT THE STATION ABOVE THE MEAN
 NC1507'LEVEL OF LAKE ONTARIO IS 358.6 FEET.  (U.S.E., PROFESSIONAL
 NC1507'PAPERS, NO.24).
 NC1507
 NC1507                          STATION RECOVERY (1958)
 NC1507
 NC1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFR)
 NC1507'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 NC1507'IS AS DESCRIBED IN THE ORIGINAL 1875 DESCRIPTION.  WITH THE
 NC1507'FOLLOWING EXCEPTION.  A NEW AND MUCH LARGER CITY HALL BUILDING
 NC1507'WAS BUILT TO THE NORTH OF THIS BUILDING.  THE BUILDING THAT THE
 NC1507'STATION IS ON IS THE ERIE COUNTY BUILDING.
 NC1507'
 NC1507'DUE TO THE CONSTRUCTION OF NEWER AND TALLER BUILDINGS WITHIN
 NC1507'THE CITY, THE VISIBILITY FROM THIS STATION IS HAMPERED IN THE
 NC1507'NORTHWEST AND WESTERLY DIRECTION.  THIS STATION CANNOT BE
 NC1507'OCCUPIED SAFELY WITHOUT A SCAFFOLD.
 NC1507
 NC1507                          STATION RECOVERY (1964)
 NC1507
 NC1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LN)
 NC1507'STATION WAS RECOVERED IN GOOD CONDITION.
 NC1507'
 NC1507'THIS POINT IS A BRASS PLUG IN LEDGE WHICH CHECKS TO TIES.  THE
 NC1507'BUILDING IS NO LONGER CITY HALL BUT IS ERIE CO. BUILDING.  THE
 NC1507'POINT IS QUITE CONFINED BECAUSE OF HIGHER BUILDINGS IN AREA.
 NC1507
 NC1507                          STATION RECOVERY (1971)
 NC1507
 NC1507'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1507'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NC1507'GO TO THE LIBRARY ON THE FOURTH FLOOR AND TAKE SPIRAL STAIRCASE
 NC1507'THREE FLIGHTS.  DOOR IN NORTHEAST CORNER OPENS TO LEDGE BY THE
 NC1507'STATION.  THE BUILDING IN NOW USED BY ERIE COUNTY.
 NC1507
 NC1507                          STATION RECOVERY (1982)
 NC1507
 NC1507'RECOVERY NOTE BY US POWER SQUADRON 1982 (HEW)
 NC1507'STATION RECOVERED GOOD.
 NC1507'
 NC1507'PICTURE NO. 2 SHOWING STATION 1014-1132.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1508 ***********************************************************************
 NC1508  DESIGNATION -  BUFFALO W BASE USLS 1875
 NC1508  PID         -  NC1508
 NC1508  STATE/COUNTY-  NY/ERIE
 NC1508  USGS QUAD   -  BUFFALO NW (1965)
 NC1508
 NC1508                         *CURRENT SURVEY CONTROL
 NC1508  ___________________________________________________________________
 NC1508* NAD 83(1996)-  42 57 20.66748(N)    078 52 42.72207(W)     ADJUSTED  
 NC1508* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 NC1508  ___________________________________________________________________
 NC1508  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 NC1508  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 NC1508
 NC1508  HORZ ORDER  -  FIRST
 NC1508
 NC1508.The horizontal coordinates were established by classical geodetic methods
 NC1508.and adjusted by the National Geodetic Survey in January 1999..
 NC1508
 NC1508.The orthometric height was scaled from a topographic map.
 NC1508
 NC1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1508
 NC1508.The geoid height was determined by GEOID03.
 NC1508
 NC1508;                    North         East     Units Scale Factor Converg.
 NC1508;SPC NY W     -   328,295.782   325,913.287   MT  0.99994463   -0 12 04.2
 NC1508;SPC NY W     - 1,077,083.74  1,069,267.18   sFT  0.99994463   -0 12 04.2
 NC1508;UTM  17      - 4,758,083.495   673,044.151   MT  0.99996839   +1 26 45.6
 NC1508
 NC1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1508!SPC NY W     -   0.99997686  x   0.99994463  =   0.99992149
 NC1508!UTM  17      -   0.99997686  x   0.99996839  =   0.99994525
 NC1508
 NC1508:                Primary Azimuth Mark                     Grid Az
 NC1508:SPC NY W     -  BUFFALO E BASE USLS 1875                 057 23 18.0
 NC1508:UTM  17      -  BUFFALO E BASE USLS 1875                 055 44 28.2
 NC1508
 NC1508|---------------------------------------------------------------------|
 NC1508| PID    Reference Object                     Distance      Geod. Az  |
 NC1508|                                                           dddmmss.s |
 NC1508| NC1400 BUFFALO E BASE USLS 1875            APPROX. 6.8 KM 0571113.8 |
 NC1508|---------------------------------------------------------------------|
 NC1508
 NC1508                          SUPERSEDED SURVEY CONTROL
 NC1508
 NC1508  NAD 83(1986)-  42 57 20.67303(N)    078 52 42.71826(W) AD(       ) 1
 NC1508  NAD 27      -  42 57 20.46696(N)    078 52 43.58683(W) AD(       ) 1
 NC1508
 NC1508.Superseded values are not recommended for survey control.
 NC1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1508.See file dsdata.txt to determine how the superseded data were derived.
 NC1508
 NC1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7304458083(NAD 83)
 NC1508_MARKER: H = DRILL HOLE
 NC1508_SETTING: 0 = UNSPECIFIED SETTING
 NC1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1508
 NC1508  HISTORY     - Date     Condition        Report By
 NC1508  HISTORY     - 1875     MONUMENTED       USLS
 NC1508  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NC1508
 NC1508                          STATION DESCRIPTION
 NC1508
 NC1508'DESCRIBED BY US LAKE SURVEY 1875
 NC1508'THIS STATION, MARKING THE SOUTHWESTERN END OF THE BUFFALO BASE
 NC1508'LINE, IS SITUATED IN BUFFALO TOWNSHIP, ERIE COUNTY, NEW YORK,
 NC1508'ABOUT 5 MILES NEARLY NORTH OF THE BUFFALO CITY HALL, ON THE
 NC1508'NORTH SIDE OF THE ERIE RAILWAY, AND THE WEST SIDE OF DELAWARE
 NC1508'STREET.  THE HEIGHT OF STATION USED WAS 87 FEET.  THE GEODETIC
 NC1508'POINT IS MARKED BY A SMALL HOLE DRILLED IN A PIECE OF BRASS
 NC1508'LEADED INTO THE TOP OF A STONE POST, SET 3-1/2 FEET BELOW THE
 NC1508'SURFACE OF THE GROUND.  TWO STONE POSTS ARE SET ON A LINE AT
 NC1508'RIGHT ANGLES TO THE BASE LINE THROUGH THE GEODETIC POINT, AT
 NC1508'A DEPTH BELOW THE SURFACE OF THE GROUND ABOUT THE SAME AS
 NC1508'THAT OF THE GEODETIC POINT, AS FOLLOWS--ONE BEARING SOUTH 32
 NC1508'DEG 49 MIN EAST, DISTANT 3.68 METERS.  AND ONE BEARING NORTH 32
 NC1508'DEG 49 MIN WEST, DISTANT 3.71 METERS FROM THE GEODETIC POINT.
 NC1508'THREE STONE REFERENCE POSTS ARE SET AS FOLLOWS--ONE AT THE
 NC1508'INTERSECTION OF THE BASE LINE AND THE TOWN LINE BETWEEN
 NC1508'TONAWANDA AND BUFFALO ON THE WEST OF DELAWARE STREET,
 NC1508'BEARING NORTH 57 DEG 11 MIN EAST, DISTANT 605.02 METERS.  ONE 1.8
 NC1508'METERS EAST OF THE EAST SIDE OF DELAWARE STREET, AND 8.02
 NC1508'METERS SOUTH OF THE ERIE RAILWAY TRACK, BEARING SOUTH 84
 NC1508'DEG 46 MIN EAST, DISTANT 775.54 METERS.  AND ONE IN THE EDGE
 NC1508'OF A PIECE OF WOODS, BEARING SOUTH 25 DEG 36 MIN EAST,
 NC1508'DISTANT 88.23 METERS FROM THE GEODETIC POINT.  THE
 NC1508'HEIGHT OF GROUND AT THE STATION ABOVE MEAN LEVEL OF LAKE
 NC1508'ERIE IS 32.3 FEET.  ABOVE MEAN LEVEL OF LAKE ONTARIO, 358.4
 NC1508'FEET.  (U.S.E., PROFESSIONAL PAPERS, NO. 24).
 NC1508
 NC1508                          STATION RECOVERY (1935)
 NC1508
 NC1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ATF)
 NC1508'THIS STATION IS IN THE SOUTHWEST CORNER OF THE UNDERGRADE
 NC1508'CROSSING OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD AT
 NC1508'ELMWOOD AVENUE, BUFFALO, ABOUT 1/2 MILE NORTH OF THE ERIE
 NC1508'RAILROAD CROSSING OF ELMWOOD AVENUE, AND ABOUT 1/2 MILE WEST
 NC1508'OF DELAWARE AVENUE.  THE REFERENCE POSTS AT THE INTERSECTION
 NC1508'OF THE BUFFALO-TONAWANDA TOWNSHIP LINE AND THE BASE LINE AND
 NC1508'AT THE EASTERN EDGE OF DELAWARE AVENUE HAVE BEEN DESTROYED.
 NC1508'THE REFERENCE POST ORIGINALLY DESCRIBED AS IN THE EDGE OF A
 NC1508'PIECE OF WOODS, BEARING SOUTH 25 DEG 36 MIN EAST, DISTANT
 NC1508'88.23 METERS IS INTACT.  IT IS ON THE SOUTH SIDE OF ELMWOOD
 NC1508'AVENUE IN THE NORTHWEST CORNER OF THE LAWN OF THE OFFICE OF
 NC1508'THE TAYLOR AND CRATE LUMBER COMPANY, NO.2101 ELMWOOD
 NC1508'AVENUE, 48 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NC1508'OFFICE BUILDING, 3 POLES SOUTH OF THE DELAWARE, LACKAWANNA AND
 NC1508'WESTERN CROSSING AT ELMWOOD AVENUE, 68 FEET EAST OF THE CENTER
 NC1508'OF ELMWOOD AVENUE, AND IS A LIMESTONE POST DRESSED TO
 NC1508'6 BY 6 INCHES, PROJECTING 9 INCHES ABOVE THE GROUND, WITH
 NC1508'THE LETTERS U.S. CUT IN THE TOP.
 NC1508'
 NC1508'THE GEODETIC POINT WAS NOT ACTUALLY RECOVERED AS WORK WAS
 NC1508'ORDERED DISCONTINUED WHILE THE SEARCH WAS IN PROGRESS.  ITS
 NC1508'APPROXIMATE LOCATION, OBTAINED BY DIRECTION AND DISTANCE FROM
 NC1508'THE REFERENCE POST RECOVERED IS 90 FEET SOUTH OF THE DELAWARE,
 NC1508'LACKAWANNA AND WESTERN RAILROAD TRACKS AND 90 FEET WEST OF THE
 NC1508'CENTER OF ELMWOOD AVENUE.  A 4- BY 4- BY 4-FOOT EXCAVATION AT
 NC1508'THIS POINT DID NOT DISCLOSE THE MARK PROBABLY DUE TO ERROR IN
 NC1508'THE DIRECTION, BUT THERE IS NOTHING TO INDICATE THAT CONTINUED
 NC1508'SEARCH WOULD NOT RECOVER IT.  THE LOCATION IS IN A 9-ACRE
 NC1508'VACANT LOT OWNED BY THE TAYLOR AND CRATE LUMBER COMPANY.  THERE
 NC1508'ARE NO TREES OR TALL BUILDINGS IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1457 ***********************************************************************
 NC1457  DESIGNATION -  BUFFALO WATER DEPT TANK
 NC1457  PID         -  NC1457
 NC1457  STATE/COUNTY-  NY/ERIE
 NC1457  USGS QUAD   -  BUFFALO SE (1965)
 NC1457
 NC1457                         *CURRENT SURVEY CONTROL
 NC1457  ___________________________________________________________________
 NC1457* NAD 83(1996)-  42 49 58.97329(N)    078 48 43.27231(W)     ADJUSTED  
 NC1457* NAVD 88     -                                                        
 NC1457  ___________________________________________________________________
 NC1457  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 NC1457  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NC1457
 NC1457  HORZ ORDER  -  THIRD
 NC1457
 NC1457.The horizontal coordinates were established by classical geodetic methods
 NC1457.and adjusted by the National Geodetic Survey in January 1999..
 NC1457
 NC1457
 NC1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1457
 NC1457.The geoid height was determined by GEOID03.
 NC1457
 NC1457;                    North         East     Units Scale Factor Converg.
 NC1457;SPC NY W     -   314,649.688   331,303.418   MT  0.99994180   -0 09 19.7
 NC1457;SPC NY W     - 1,032,313.18  1,086,951.30   sFT  0.99994180   -0 09 19.7
 NC1457;UTM  17      - 4,744,597.278   678,824.078   MT  0.99999342   +1 29 16.5
 NC1457
 NC1457                          SUPERSEDED SURVEY CONTROL
 NC1457
 NC1457  NAD 83(1986)-  42 49 58.97943(N)    078 48 43.26931(W) AD(       ) 4
 NC1457  NAD 27      -  42 49 58.76915(N)    078 48 44.15251(W) AD(       ) 3
 NC1457
 NC1457.Superseded values are not recommended for survey control.
 NC1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1457.See file dsdata.txt to determine how the superseded data were derived.
 NC1457
 NC1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7882444597(NAD 83)
 NC1457_MARKER: 53 = ELEVATED TANK
 NC1457
 NC1457  HISTORY     - Date     Condition        Report By
 NC1457  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1457  HISTORY     - 19880622 GOOD             USPSQD
 NC1457
 NC1457                          STATION DESCRIPTION
 NC1457
 NC1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1457'BUFFALO WATER DEPARTMENT TANK IS A STEEL TANK WITH A LATTICE
 NC1457'WORK OF LEGS, 150 FEET HIGH AND IS PAINTED GRAY.
 NC1457'
 NC1457'STATION IS THE VENT ATOP THE TANK AND IS LOCATED IN THE
 NC1457'SOUTHEAST SECTION OF THE CITY OF BUFFALO AND ABOUT 0.3 MILE
 NC1457'NORTH OF RIDGE ROAD.
 NC1457
 NC1457                          STATION RECOVERY (1988)
 NC1457
 NC1457'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCM)
 NC1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1795 ***********************************************************************
 NC1795  CBN         -  This is a Cooperative Base Network Control Station.
 NC1795  DESIGNATION -  BUFPORT
 NC1795  PID         -  NC1795
 NC1795  STATE/COUNTY-  NY/ERIE
 NC1795  USGS QUAD   -  ORCHARD PARK (1965)
 NC1795
 NC1795                         *CURRENT SURVEY CONTROL
 NC1795  ___________________________________________________________________
 NC1795* NAD 83(1996)-  42 51 35.07201(N)    078 43 09.99620(W)     ADJUSTED  
 NC1795* NAVD 88     -       201.6    (meters)     661.     (feet)  GPS OBS   
 NC1795  ___________________________________________________________________
 NC1795  X           -     915,996.350 (meters)                     COMP
 NC1795  Y           -  -4,592,223.678 (meters)                     COMP
 NC1795  Z           -   4,316,206.639 (meters)                     COMP
 NC1795  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 NC1795  ELLIP HEIGHT-         166.73  (meters)          (12/03/02) GPS OBS
 NC1795  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1795
 NC1795  HORZ ORDER  -  B
 NC1795  ELLP ORDER  -  THIRD     CLASS I
 NC1795
 NC1795.This mark is at Buffalo Airfield Airport (9G0)
 NC1795
 NC1795.The horizontal coordinates were established by GPS observations
 NC1795.and adjusted by the National Geodetic Survey in July 1997..
 NC1795
 NC1795.The orthometric height was determined by GPS observations and a
 NC1795.high-resolution geoid model.
 NC1795
 NC1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC1795
 NC1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1795
 NC1795.The ellipsoidal height was determined by GPS observations
 NC1795.and is referenced to NAD 83.
 NC1795
 NC1795.The geoid height was determined by GEOID03.
 NC1795
 NC1795;                    North         East     Units Scale Factor Converg.
 NC1795;SPC NY W     -   317,598.561   338,876.938   MT  0.99993902   -0 05 33.3
 NC1795;SPC NY W     - 1,041,987.95  1,111,798.75   sFT  0.99993902   -0 05 33.3
 NC1795;UTM  17      - 4,747,762.416   686,310.411   MT  1.00002705   +1 33 06.1
 NC1795
 NC1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1795!SPC NY W     -   0.99997385  x   0.99993902  =   0.99991287
 NC1795!UTM  17      -   0.99997385  x   1.00002705  =   1.00000090
 NC1795
 NC1795:                Primary Azimuth Mark                     Grid Az
 NC1795:SPC NY W     -  BUFPORT AZ MK                            047 47 49.4
 NC1795:UTM  17      -  BUFPORT AZ MK                            046 09 10.0
 NC1795
 NC1795|---------------------------------------------------------------------|
 NC1795| PID    Reference Object                     Distance      Geod. Az  |
 NC1795|                                                           dddmmss.s |
 NC1795| NC1796 BUFPORT AZ MK                       APPROX. 0.5 KM 0474216.1 |
 NC1795|---------------------------------------------------------------------|
 NC1795
 NC1795                          SUPERSEDED SURVEY CONTROL
 NC1795
 NC1795  ELLIP H (07/22/97)  166.76   (m)                       GP(       ) 1 1
 NC1795  NAD 83(1986)-  42 51 35.07122(N)    078 43 09.98870(W) AD(       ) 3
 NC1795  NAD 27      -  42 51 34.86012(N)    078 43 10.88381(W) AD(       ) 3
 NC1795  NGVD 29 (04/21/89)  201.8    (m)          662.     (f) GPS OBS        
 NC1795
 NC1795.Superseded values are not recommended for survey control.
 NC1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1795.See file dsdata.txt to determine how the superseded data were derived.
 NC1795
 NC1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8631047762(NAD 83)
 NC1795_MARKER: I = METAL ROD
 NC1795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC1795_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC1795_STAMPING: BUFPORT 1988
 NC1795_MARK LOGO: NGS   
 NC1795_PROJECTION: FLUSH
 NC1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC1795+STABILITY: POSITION/ELEVATION WELL
 NC1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1795+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 NC1795_ROD/PIPE-DEPTH: 4.9  meters
 NC1795_SLEEVE-DEPTH  : 1.0 meters
 NC1795
 NC1795  HISTORY     - Date     Condition        Report By
 NC1795  HISTORY     - 1988     MONUMENTED       NGS
 NC1795  HISTORY     - 19951116 GOOD             NYDT
 NC1795  HISTORY     - 19970801 GOOD             FA
 NC1795  HISTORY     - 19971210 GOOD             FA
 NC1795  HISTORY     - 19991201 GOOD             JCLS
 NC1795  HISTORY     - 20011127 GOOD             LOCSUR
 NC1795  HISTORY     - 20040309 GOOD             INDIV
 NC1795
 NC1795                          STATION DESCRIPTION
 NC1795
 NC1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NC1795'THE STAION IS LOCATED ABOUT 9.6 KM (5.95 MI) EAST-SOUTHEAST OF
 NC1795'BUFFALO, AT THE BUFFALO AIRPARK, IN THE SOUTHWEST END OF THE GRASS
 NC1795'STRIP BETWEEN THE SOUTHWEST END OF THE SINGLE ASPHALT RUNWAY AND
 NC1795'PARALLEL TAXIWAY.
 NC1795'OWNERSHIP--BOB JACOBS, 4500 CLINTON STREET, BUFFALO NY 14224. PHONE
 NC1795'716 668-4900.
 NC1795'TO REACH THE STATTION FROM THE JUNCTION OF U.S. HIGHWAY 20, STATE
 NC1795'HIGHWAYS 78 AND 354, ON THE SOUTHEAST SIDE OF BUFFALO, GO WEST FOR 1.8
 NC1795'KM (1.10 MI) ON HIGHWAY 354, CLINTON STREET, TO THE AIRPORT ENTRANCE
 NC1795'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON
 NC1795'THE ENTRANCE DRIVE, PASSING THROUGHT A GATE, THEN ON THE APRON AND
 NC1795'CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST AFTER CROSSING THE
 NC1795'PARALLEL TAXIWAY AND JUST BEFORE REACHING THE SOUTHWEST END OF THE
 NC1795'RUWNAY.
 NC1795'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROAD RECESSED 8 CM
 NC1795'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.9 METERS IN A GREASE
 NC1795'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NC1795'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NC1795'27.9 M (91.5 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY, 14.0 M
 NC1795'(45.9 FT) NORTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY, 13.6 M
 NC1795'(44.6 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE CONNECTING TAXIWAY,
 NC1795'AND 8.5 M (27.9 FT) NORTH-NORTHEAST FROM THE CENTER OF A 40 CM METAL
 NC1795'DRAIN COVER.
 NC1795'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 NC1795
 NC1795                          STATION RECOVERY (1995)
 NC1795
 NC1795'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NC1795'RECOVERED AS DESCRIBED.  CONTACT NAME AND PHONE NUMBER STILL CURRENT
 NC1795'IN 1995.
 NC1795
 NC1795                          STATION RECOVERY (1997)
 NC1795
 NC1795'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 NC1795'GOOD.
 NC1795
 NC1795                          STATION RECOVERY (1997)
 NC1795
 NC1795'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 NC1795'GOOD.
 NC1795
 NC1795                          STATION RECOVERY (1999)
 NC1795
 NC1795'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 NC1795'RECOVERED IN GOOD CONDITION.
 NC1795
 NC1795                          STATION RECOVERY (2001)
 NC1795
 NC1795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SN)
 NC1795'DESCRIPTION ADEQUATE
 NC1795
 NC1795                          STATION RECOVERY (2004)
 NC1795
 NC1795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MJM)
 NC1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1796 ***********************************************************************
 NC1796  DESIGNATION -  BUFPORT AZ MK
 NC1796  PID         -  NC1796
 NC1796  STATE/COUNTY-  NY/ERIE
 NC1796  USGS QUAD   -  ORCHARD PARK (1965)
 NC1796
 NC1796                         *CURRENT SURVEY CONTROL
 NC1796  ___________________________________________________________________
 NC1796* NAD 83(1996)-  42 51 46.85876(N)    078 42 52.38435(W)     ADJUSTED  
 NC1796* NAVD 88     -       203.6    (meters)     668.     (feet)  VERTCON   
 NC1796  ___________________________________________________________________
 NC1796  X           -     916,340.314 (meters)                     COMP
 NC1796  Y           -  -4,591,904.224 (meters)                     COMP
 NC1796  Z           -   4,316,474.587 (meters)                     COMP
 NC1796  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NC1796  ELLIP HEIGHT-         168.69  (meters)          (01/11/99) GPS OBS
 NC1796  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1796
 NC1796  HORZ ORDER  -  THIRD
 NC1796  ELLP ORDER  -  FOURTH    CLASS I
 NC1796
 NC1796.This mark is at Buffalo Airfield Airport (9G0)
 NC1796
 NC1796.The horizontal coordinates were established by GPS observations
 NC1796.and adjusted by the National Geodetic Survey in January 1999..
 NC1796
 NC1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1796
 NC1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC1796
 NC1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1796
 NC1796.The ellipsoidal height was determined by GPS observations
 NC1796.and is referenced to NAD 83.
 NC1796
 NC1796.The geoid height was determined by GEOID03.
 NC1796
 NC1796;                    North         East     Units Scale Factor Converg.
 NC1796;SPC NY W     -   317,961.624   339,277.299   MT  0.99993891   -0 05 21.3
 NC1796;SPC NY W     - 1,043,179.09  1,113,112.27   sFT  0.99993891   -0 05 21.3
 NC1796;UTM  17      - 4,748,136.851   686,700.223   MT  1.00002884   +1 33 18.4
 NC1796
 NC1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1796!SPC NY W     -   0.99997355  x   0.99993891  =   0.99991246
 NC1796!UTM  17      -   0.99997355  x   1.00002884  =   1.00000238
 NC1796
 NC1796:                Primary Azimuth Mark                     Grid Az
 NC1796:SPC NY W     -  BUFPORT                                  227 47 49.4
 NC1796:UTM  17      -  BUFPORT                                  226 09 09.7
 NC1796
 NC1796|---------------------------------------------------------------------|
 NC1796| PID    Reference Object                     Distance      Geod. Az  |
 NC1796|                                                           dddmmss.s |
 NC1796| NC1795 BUFPORT                             APPROX. 0.5 KM 2274228.1 |
 NC1796|---------------------------------------------------------------------|
 NC1796
 NC1796                          SUPERSEDED SURVEY CONTROL
 NC1796
 NC1796  NAD 83(1986)-  42 51 46.85245(N)    078 42 52.37407(W) AD(       ) 3
 NC1796  NAD 27      -  42 51 46.64812(N)    078 42 53.27148(W) AD(       ) 3
 NC1796  NGVD 29 (04/21/89)  203.8    (m)          669.     (f) GPS OBS        
 NC1796
 NC1796.Superseded values are not recommended for survey control.
 NC1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1796.See file dsdata.txt to determine how the superseded data were derived.
 NC1796
 NC1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8670048137(NAD 83)
 NC1796_MARKER: I = METAL ROD
 NC1796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC1796_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC1796_STAMPING: BUFPORT AZ MK 1988
 NC1796_MARK LOGO: NGS   
 NC1796_PROJECTION: FLUSH
 NC1796_MAGNETIC: I = MARKER IS A STEEL ROD
 NC1796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC1796+STABILITY: POSITION/ELEVATION WELL
 NC1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1796+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NC1796_ROD/PIPE-DEPTH: 4.3  meters
 NC1796_SLEEVE-DEPTH  : 1.0 meters
 NC1796
 NC1796  HISTORY     - Date     Condition        Report By
 NC1796  HISTORY     - 1988     MONUMENTED       NGS
 NC1796
 NC1796                          STATION DESCRIPTION
 NC1796
 NC1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NC1796'THE STATION IS LOCATED 9.6 KM (5.95 MI) EAST-SOUTHEAST OF BUFFALO, AT
 NC1796'THE BUFFALO AIRPARK, IN THE NORTHEAST END OF THE SECOND GRASS STRIP
 NC1796'FROM THE NORTHEAST END OF THE SINGLE ASPHALT RUNWAY BETWEEN THE RUNWAY
 NC1796'AND THE PARALLEL TAXIWAY.
 NC1796'OWNERSHIP--BOB JACOBS, 4500 CLINTON STREET, BUFFALO NY 14224.  PHONE
 NC1796'716 668-4900.
 NC1796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20, STATE
 NC1796'HIGHWAYS 78 AND 354, ON THE SOUTHEAST SIDE OF BUFFALO, GO WEST FOR 1.8
 NC1796'KM (1.10 MI) ON HIGHWAY 354, CLINTON STREET, TO THE AIRPORT ENTRANCE
 NC1796'ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE
 NC1796'ENTRANCE DRIVE, PASSING THROUGH A GATE, THEN ON THE APRON AND
 NC1796'CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY.  TURN RIGHT AND GO
 NC1796'NORTHEAST FOR 0.6 KM (0.35 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 NC1796'ON THE LEFT JUST BEFORE THE SECOND CONNECTING TAXIWAY FROM THE
 NC1796'NORTHEAST END OF THE RUNWAY.
 NC1796'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 NC1796'GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.3 METERS IN A GREASE FILLED
 NC1796'SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE COVERED
 NC1796'BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 28.6 M
 NC1796'(93.8 FT) SOUTHWEST FROM THE CENTER OF THE CONNECTING TAXIWAY, 27.9 M
 NC1796'(91.5 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY, 17.0 M (55.8 FT)
 NC1796'SOUTH-SOUTHWEST FROM THE SOUTHWEST END OF A 20 CM CORRUGATED METAL
 NC1796'CULVERT PIPE UNDER THE CONNECTING TAXIWAY, AND 13.5 M (44.3 FT)
 NC1796'NORTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY.
 NC1796'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3385 ***********************************************************************
 KU3385  DESIGNATION -  BULKHEAD
 KU3385  PID         -  KU3385
 KU3385  STATE/COUNTY-  NY/QUEENS
 KU3385  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU3385
 KU3385                         *CURRENT SURVEY CONTROL
 KU3385  ___________________________________________________________________
 KU3385* NAD 83(1996)-  40 35 32.04746(N)    073 45 15.95925(W)     ADJUSTED  
 KU3385* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3385  ___________________________________________________________________
 KU3385  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 KU3385  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KU3385
 KU3385  HORZ ORDER  -  THIRD
 KU3385
 KU3385.The horizontal coordinates were established by classical geodetic methods
 KU3385.and adjusted by the National Geodetic Survey in January 1999..
 KU3385
 KU3385.The orthometric height was scaled from a topographic map.
 KU3385
 KU3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3385
 KU3385.The geoid height was determined by GEOID03.
 KU3385
 KU3385;                    North         East     Units Scale Factor Converg.
 KU3385;SPC NY L     -    47,286.564   320,787.695   MT  1.00000497   +0 09 38.2
 KU3385;SPC NY L     -   155,139.34  1,052,450.96   sFT  1.00000497   +0 09 38.2
 KU3385;UTM  18      - 4,494,238.427   605,398.291   MT  0.99973674   +0 48 37.9
 KU3385
 KU3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3385!SPC NY L     -   1.00000461  x   1.00000497  =   1.00000958
 KU3385!UTM  18      -   1.00000461  x   0.99973674  =   0.99974135
 KU3385
 KU3385|---------------------------------------------------------------------|
 KU3385| PID    Reference Object                     Distance      Geod. Az  |
 KU3385|                                                           dddmmss.s |
 KU3385| CB6652 BULKHEAD RM 2                        24.510 METERS 03459     |
 KU3385| KU1333 LONG BEACH                          APPROX. 1.2 KM 0875131.2 |
 KU3385| CB6651 BULKHEAD RM 1                        23.785 METERS 32136     |
 KU3385|---------------------------------------------------------------------|
 KU3385
 KU3385                          SUPERSEDED SURVEY CONTROL
 KU3385
 KU3385  NAD 83(1986)-  40 35 32.05101(N)    073 45 15.95803(W) AD(       ) 3
 KU3385  NAD 27      -  40 35 31.67500(N)    073 45 17.47400(W) AD(       ) 3
 KU3385
 KU3385.Superseded values are not recommended for survey control.
 KU3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3385.See file dsdata.txt to determine how the superseded data were derived.
 KU3385
 KU3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0539894238(NAD 83)
 KU3385_MARKER: N = NAIL
 KU3385_SETTING: 0 = UNSPECIFIED SETTING
 KU3385
 KU3385  HISTORY     - Date     Condition        Report By
 KU3385  HISTORY     - 1934     MONUMENTED       USE
 KU3385  HISTORY     - 1947     GOOD             CGS
 KU3385  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU3385
 KU3385                          STATION DESCRIPTION
 KU3385
 KU3385'DESCRIBED BY US ENGINEERS 1934 (MOW)
 KU3385'STATION IS SITUATED ON THE BEACH AT FAR ROCKAWAY, NEW YORK, NEAR
 KU3385'THE E END OF THE BOARDWALK.  STATION MARK IS THE CENTER OF FIVE
 KU3385'NAILS IN THE TOP OF PILE OF GROYNE.
 KU3385'
 KU3385'TWO STANDARD REFERENCE MARKS WERE SET, STAMPED BULKHEAD NO.1
 KU3385'AND NO.2.  NO.1 IS SET IN THE SIDE OF CONCRETE PILE SUPPORTING
 KU3385'BOARDWALK, 3 FEET ABOVE SAND, NW OF STATION.  NO.2 IS SET IN
 KU3385'CONCRETE PILE SUPPORTING BOARDWALK, 3 FEET ABOVE SAND, NE OF
 KU3385'STATION.
 KU3385'
 KU3385'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 KU3385
 KU3385                          STATION RECOVERY (1947)
 KU3385
 KU3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3385'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 KU3385'TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE CORRECT.  ANGLES
 KU3385'TO REFERENCE MARKS WERE NOT CHECKED.  A COMPLETE NEW DESCRIPTION
 KU3385'FOLLOWS--
 KU3385'
 KU3385'STATION IS SITUATED IN EDGEMERE, ON THE N SIDE OF EAST ROCKAWAY
 KU3385'INLET, AND NEAR THE E END OF THE BOARDWALK.  IT IS THE CENTER OF
 KU3385'FIVE NAILS, IN THE TOP OF A WOODEN PILE, AND IN THE FIRST WOODEN
 KU3385'JETTY W OF THE E END OF SECTION OF BOARDWALK SUPPORTED BY
 KU3385'CONCRETE PILES.
 KU3385'
 KU3385'REFERENCE MARK 2 IS SET IN THE W FACE OF THE CONCRETE PILE UNDER
 KU3385'THE SE CORNER OF THE BOARDWALK.  IT IS A BRONZE DISK STAMPED
 KU3385'BULKHEAD NO 2 AND IS ABOUT 3 FEET BELOW THE BOTTOM OF CONCRETE
 KU3385'GIRDER SUPPORTING WOODEN STRINGERS OF BOARDWALK.
 KU3385'
 KU3385'REFERENCE MARK 1 IS SET IN THE E FACE OF THE FIRST CONCRETE
 KU3385'PILE OF BOARDWALK E OF THE FIRST SET OF STEPS W OF THE E END OF
 KU3385'BOARDWALK.  IT IS A BRONZE DISK STAMPED BULKHEAD NO 1 AND IS
 KU3385'ABOUT 3 FEET BELOW THE BOTTOM OF CONCRETE GIRDER SUPPORTING WOODEN
 KU3385'STRINGERS OF BOARDWALK.
 KU3385
 KU3385                          STATION RECOVERY (1962)
 KU3385
 KU3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU3385'RMS 1 AND 2 ONLY WERE RECOVERED.  STATION MARK MAY BE RECOVERABLE
 KU3385'MORE THAN 5 FEET BENEATH THE SAND.  RM 1 WAS 3 FEET BELOW THE
 KU3385'SURFACE, RM 2 ABOUT 18 INCHES, BOTH WERE ORIGINALLY SET 3 FEET
 KU3385'ABOVE THE SAND.  A HOLE WAS DUG AT THE INDICATED DISTANCE FROM
 KU3385'THE RMS TO A DEPTH OF 4 FEET, THEN WAS PROBED.  DUE TO THE
 KU3385'GRAVELLY CHARACTER OF THE FILL, DEEP PROBING WAS NOT POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4436 ***********************************************************************
 KU4436  DESIGNATION -  BULKHEAD
 KU4436  PID         -  KU4436
 KU4436  STATE/COUNTY-  NY/SUFFOLK
 KU4436  USGS QUAD   -  MORICHES (1967)
 KU4436
 KU4436                         *CURRENT SURVEY CONTROL
 KU4436  ___________________________________________________________________
 KU4436* NAD 83(1996)-  40 47 01.22832(N)    072 48 10.69174(W)     ADJUSTED  
 KU4436* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU4436  ___________________________________________________________________
 KU4436  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KU4436  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU4436
 KU4436  HORZ ORDER  -  SECOND
 KU4436
 KU4436.The horizontal coordinates were established by classical geodetic methods
 KU4436.and adjusted by the National Geodetic Survey in January 1999..
 KU4436
 KU4436.The orthometric height was scaled from a topographic map.
 KU4436
 KU4436.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4436
 KU4436.The geoid height was determined by GEOID03.
 KU4436
 KU4436;                    North         East     Units Scale Factor Converg.
 KU4436;SPC NY L     -    69,206.679   401,037.313   MT  0.99999557   +0 46 58.6
 KU4436;SPC NY L     -   227,055.58  1,315,736.58   sFT  0.99999557   +0 46 58.6
 KU4436;UTM  18      - 4,517,065.634   685,383.143   MT  1.00002302   +1 26 07.9
 KU4436
 KU4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4436!SPC NY L     -   1.00000500  x   0.99999557  =   1.00000057
 KU4436!UTM  18      -   1.00000500  x   1.00002302  =   1.00002802
 KU4436
 KU4436|---------------------------------------------------------------------|
 KU4436| PID    Reference Object                     Distance      Geod. Az  |
 KU4436|                                                           dddmmss.s |
 KU4436| CB8332 BULKHEAD RM 2                        62.525 METERS 01718     |
 KU4436| KU4423 EAST MORICHES WEST RADIO TOWER      APPROX. 3.2 KM 0875205.7 |
 KU4436| KU4424 EAST MORICHES EAST RADIO TOWER      APPROX. 3.3 KM 0891512.0 |
 KU4436| KU4427 EAST BAY HOTEL TANK                 APPROX. 3.7 KM 1374310.0 |
 KU4436| KU4426 CHIMNEY NEAR EAST BAY HOTEL         APPROX. 3.6 KM 1423549.9 |
 KU4436| KU4386 FORGE RIVER CG STA WATCH TOWER      APPROX. 3.9 KM 1880619.9 |
 KU4436| KU4439 MASURY WINDMILL                     APPROX. 0.6 KM 2605216.5 |
 KU4436| CB8331 BULKHEAD RM 1                        88.848 METERS 32146     |
 KU4436|---------------------------------------------------------------------|
 KU4436
 KU4436                          SUPERSEDED SURVEY CONTROL
 KU4436
 KU4436  NAD 83(1996)-  40 47 01.22977(N)    072 48 10.69249(W) AD(       ) 2
 KU4436  NAD 83(1992)-  40 47 01.22852(N)    072 48 10.69211(W) AD(       ) 2
 KU4436  NAD 83(1986)-  40 47 01.23280(N)    072 48 10.69475(W) AD(       ) 2
 KU4436  NAD 27      -  40 47 00.86700(N)    072 48 12.34400(W) AD(       ) 2
 KU4436
 KU4436.Superseded values are not recommended for survey control.
 KU4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4436.See file dsdata.txt to determine how the superseded data were derived.
 KU4436
 KU4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8538317066(NAD 83)
 KU4436_MARKER: Z = SEE DESCRIPTION
 KU4436_SETTING: 0 = UNSPECIFIED SETTING
 KU4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4436
 KU4436  HISTORY     - Date     Condition        Report By
 KU4436  HISTORY     - 1930     MONUMENTED       CGS
 KU4436  HISTORY     - 1933     GOOD             CGS
 KU4436  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU4436
 KU4436                          STATION DESCRIPTION
 KU4436
 KU4436'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (AD)
 KU4436'BULKHEAD IS A CONCRETE MONUMENT SET IN THE FILL BETWEEN THE
 KU4436'SIDES OF A WOODEN PILE JETTY AT THE MOUTH OF SENIX CREEK CENTER
 KU4436'MORICHES.  IT IS LOCATED AT THE S END OF THE JETTY AND IS
 KU4436'WITNESSED AS PER THE SKETCH.
 KU4436
 KU4436                          STATION RECOVERY (1933)
 KU4436
 KU4436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4436'ON THE END OF A BULKHEAD JETTY WHICH PROJECTS S INTO MORICHES
 KU4436'BAY ABOUT 40 METERS FROM THE W SIDE OF SENIX CREEK.
 KU4436'
 KU4436'STATION IS MARKED BY A SHAFT OF CONCRETE 6 INCHES SQUARE WITH
 KU4436'TOP LEVEL WITH BULKHEAD SIDES.  THE INTERSECTION OF THE DEEP
 KU4436'V-SHAPED CROSSCUT IN THE TOP MARKS THE CENTER.
 KU4436'
 KU4436'REFERENCE MARK NO.1 IS A PYRAMID TOPPED GRANITE SHAFT 7 INCHES
 KU4436'SQUARE PROJECTING ABOUT 18 INCHES ABOVE GROUND.  THE LETTERS S
 KU4436'AND B ARE CUT ON OPPOSITE SIDES.  IT IS NW OF THE STATION, ABOUT
 KU4436'25 METERS N OF THE BEACH AND 75 METERS W OF THE BULKHEAD.
 KU4436'REFERENCE MARK NO.2 IS A STANDARD C. AND G.S. REFERENCE DISK SET IN
 KU4436'A TRUNCATED CONICAL CONCRETE MONUMENT 42 INCHES DEEP WITH
 KU4436'12-INCH TOP AND 18-INCH BOTTOM.  IT IS N OF THE STATION ALONG
 KU4436'THE JETTY AND ABOUT 2 METERS W OF THE EDGE OF THE BULKHEAD.
 KU4436'ADDITIONAL REFERENCE MEASUREMENTS--TO W EDGE OF BULKHEAD -
 KU4436'1.40 METERS.  TO E EDGE OF BULKHEAD - 1.42 METERS.  TO S EDGE
 KU4436'OF BULKHEAD - 3.37 METERS.
 KU4436
 KU4436                          STATION RECOVERY (1962)
 KU4436
 KU4436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4436'RECOVERED RM 2 ONLY.  THE STATION MARK HAS BEEN REPLACED BY AN
 KU4436'IRON PIPE.  THE FILL HAS SUNK TO 12 AND 18 INCHES BELOW THE LEVEL
 KU4436'OF THE BULKHEADS THAT CONTAIN IT.  NO SUB-SURFACE MARK WAS
 KU4436'LOCATED.
 KU4436'
 KU4436'RM 1 COULD NOT BE FOUND IN THE REEDS, ALTHOUGH ANGLE AND DISTANCE
 KU4436'WERE MEASURED.  THE CARETAKER OF THIS PRIVATE BEACH DID NOT
 KU4436'REMEMBER OF SEEING IT FOR THE PAST SEVERAL YEARS.
 KU4436'
 KU4436'RM 2 IS IN GOOD CONDITION AS DESCRIBED AND IS 71 FEET SOUTH OF
 KU4436'A 10 FOOT CONCRETE LIGHT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4373 ***********************************************************************
 LX4373  DESIGNATION -  BULL HILL RESET
 LX4373  PID         -  LX4373
 LX4373  STATE/COUNTY-  NY/PUTNAM
 LX4373  USGS QUAD   -  WEST POINT (1981)
 LX4373
 LX4373                         *CURRENT SURVEY CONTROL
 LX4373  ___________________________________________________________________
 LX4373* NAD 83(1996)-  41 26 18.07429(N)    073 57 21.45769(W)     ADJUSTED  
 LX4373* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 LX4373  ___________________________________________________________________
 LX4373  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 LX4373  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 LX4373
 LX4373  HORZ ORDER  -  SECOND
 LX4373
 LX4373.The horizontal coordinates were established by classical geodetic methods
 LX4373.and adjusted by the National Geodetic Survey in January 1999..
 LX4373
 LX4373.The orthometric height was scaled from a topographic map.
 LX4373
 LX4373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4373
 LX4373.The geoid height was determined by GEOID03.
 LX4373
 LX4373;                    North         East     Units Scale Factor Converg.
 LX4373;SPC NY E     -   289,368.328   195,463.807   MT  0.99992543   +0 21 36.2
 LX4373;SPC NY E     -   949,369.26    641,284.17   sFT  0.99992543   +0 21 36.2
 LX4373;UTM  18      - 4,587,946.325   587,221.624   MT  0.99969362   +0 41 27.6
 LX4373
 LX4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4373!SPC NY E     -   0.99993706  x   0.99992543  =   0.99986250
 LX4373!UTM  18      -   0.99993706  x   0.99969362  =   0.99963070
 LX4373
 LX4373:                Primary Azimuth Mark                     Grid Az
 LX4373:SPC NY E     -  MT BEACON BEACON                         006 41 02.7
 LX4373:UTM  18      -  MT BEACON BEACON                         006 21 11.3
 LX4373
 LX4373|---------------------------------------------------------------------|
 LX4373| PID    Reference Object                     Distance      Geod. Az  |
 LX4373|                                                           dddmmss.s |
 LX4373| LX4375 MT BEACON BEACON                    APPROX. 5.6 KM 0070238.9 |
 LX4373| LX4382 MT BEACON FIRE TOWER                APPROX. 4.9 KM 0111248.6 |
 LX4373| CB3679 BULL HILL RM 1                        8.525 METERS 15005     |
 LX4373| CB3680 BULL HILL RM 2                        7.125 METERS 24105     |
 LX4373| LY2493 BUTTER HILL RESET                   APPROX. 4.0 KM 2514730.2 |
 LX4373|---------------------------------------------------------------------|
 LX4373
 LX4373                          SUPERSEDED SURVEY CONTROL
 LX4373
 LX4373  NAD 83(1986)-  41 26 18.07623(N)    073 57 21.46025(W) AD(       ) 2
 LX4373  NAD 27      -  41 26 17.74400(N)    073 57 22.95600(W) AD(       ) 2
 LX4373
 LX4373.Superseded values are not recommended for survey control.
 LX4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4373.See file dsdata.txt to determine how the superseded data were derived.
 LX4373
 LX4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8722287946(NAD 83)
 LX4373
 LX4373  HISTORY     - Date     Condition        Report By
 LX4373  HISTORY     - 1933     MONUMENTED       CGS
 LX4373  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4373  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX4373
 LX4373                          STATION DESCRIPTION
 LX4373
 LX4373'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4373'THIS STATION WAS RECOVERED FROM THE DESCRIPTION GIVEN IN
 LX4373'1852.  IT IS LOCATED NEAR THE WESTERN END OF THE HIGHEST PART
 LX4373'OF BULL HILL.  THERE IS AN OLD ROAD IN VERY POOR CONDITION, BUT
 LX4373'PASSABLE, WHICH LEADS FROM THE VILLAGE OF COLD SPRINGS.  FROM
 LX4373'THE CITY COURTHOUSE TAKE THE FIRST STREET E OF CEDAR STREET
 LX4373'(THE NAME OF THIS STREET COULD NOT BE OBTAINED) AND PROCEED
 LX4373'N.  THE STREET CONTINUES ONTO A ROUGH ROAD WHICH LEADS UP THE
 LX4373'HILL SO THAT A TRUCK CAN BE DRIVEN TO WITHIN ABOUT 400 METERS OF
 LX4373'THE STATION.  A TRAIL CONTINUES ACROSS THE HILL FROM WHERE THE
 LX4373'ROAD ENDS AND THE STATION IS ABOUT 5 METERS N OF THIS TRAIL.
 LX4373'THE STATION IS LOCATED ON A LARGE ROCK ABOUT 3 FEET HIGH
 LX4373'AND 15 FEET IN DIAMETER.  A STANDARD DISK STAMPED BULL HILL
 LX4373'1852-1933 IS CEMENTED IN THE DRILL HOLE MARKING THE
 LX4373'STATION.  THIS MARK IS IN A SMALL DEPRESSION IN THE ROCK AND
 LX4373'WAS COVERED WITH ABOUT 2 INCHES OF DIRT WHEN FOUND.  TWO
 LX4373'STANDARD DISKS WERE SET FOR REFERENCE MARKS SET IN DRILL
 LX4373'HOLES IN OUTCROPPING ROCKS NEARBY.
 LX4373'
 LX4373'REFERENCE MARK NO.1 IS IN A ROCK IN THE PATH MENTIONED
 LX4373'ABOVE AND CAN EASILY BE SEEN IN PASSING BY.  FROM THIS MARK 60
 LX4373'PACES ALONG THE TRAIL YOU COME TO AND IMMENSE TABLE ROCK AND THE
 LX4373'SLOPE DROPS OFF RAPIDLY TO THE NEXT BENCH BELOW.
 LX4373'
 LX4373'NO AZIMUTH MARK AVAILABLE AS 20 FEET ELEVATION IS REQUIRED
 LX4373'TO SEE SEVERAL OBJECTS NOTED ON LIST OF DIRECTIONS.
 LX4373
 LX4373                          STATION RECOVERY (1951)
 LX4373
 LX4373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (SS)
 LX4373'I MADE A CAREFUL AND CLOSE STUDY OF THE SURROUNDING AREA FOR THE
 LX4373'TRIANGULATION STATION.  I FOUND ONLY A HOLE IN A NEARBY ROCK IN
 LX4373'WHICH THE DISK PROBABLY RESTED.  BOTH THE DISK AND CEMENT ARE
 LX4373'GONE, AND FROM THE MUTILATION OF REFERENCE MARK 1, IT IS MY
 LX4373'OPINION THAT IT HAS BEEN REMOVED BY A SOUVENIR HUNTER.
 LX4373'
 LX4373'REFERENCE MARK 1 IS IN FAIR CONDITION.  IT IS A STANDARD
 LX4373'MONEL-METAL DISK, STAMPED BULL HILL 1852 1933 WHICH HAS BEEN
 LX4373'BADLY MUTILATED IN AN ATTEMPT AT REMOVAL.  THE LETTERING IS STILL
 LX4373'LEGIBLE AND CAN BE READ.  THE CONCRETE SURROUNDING THE DISK IS
 LX4373'GONE, BUT THE PLUG IS STILL SET IN SECURELY.
 LX4373'
 LX4373'REFERENCE MARK 2 IS A STANDARD MONEL-METAL DISK, STAMPED
 LX4373'BULL HILL 1852 1933.  FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1507 ***********************************************************************
 OD1507  DESIGNATION -  BULLARD USLS 1915
 OD1507  PID         -  OD1507
 OD1507  STATE/COUNTY-  NY/SARATOGA
 OD1507  USGS QUAD   -  SCHUYLERVILLE (1967)
 OD1507
 OD1507                         *CURRENT SURVEY CONTROL
 OD1507  ___________________________________________________________________
 OD1507* NAD 83(1996)-  43 06 50.31778(N)    073 35 08.76279(W)     ADJUSTED  
 OD1507* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 OD1507  ___________________________________________________________________
 OD1507  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OD1507  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 OD1507
 OD1507  HORZ ORDER  -  THIRD
 OD1507
 OD1507.The horizontal coordinates were established by classical geodetic methods
 OD1507.and adjusted by the National Geodetic Survey in January 1999..
 OD1507
 OD1507.The orthometric height was scaled from a topographic map.
 OD1507
 OD1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1507
 OD1507.The geoid height was determined by GEOID03.
 OD1507
 OD1507;                    North         East     Units Scale Factor Converg.
 OD1507;SPC NY E     -   475,738.549   224,402.241   MT  0.99996808   +0 37 29.5
 OD1507;SPC NY E     - 1,560,818.89    736,226.35   sFT  0.99996808   +0 37 29.5
 OD1507;UTM  18      - 4,774,442.500   615,059.260   MT  0.99976286   +0 57 60.0
 OD1507
 OD1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1507!SPC NY E     -   0.99999196  x   0.99996808  =   0.99996004
 OD1507!UTM  18      -   0.99999196  x   0.99976286  =   0.99975482
 OD1507
 OD1507:                Primary Azimuth Mark                     Grid Az
 OD1507:SPC NY E     -  HARRIS USLS 1915                         356 39 59.5
 OD1507:UTM  18      -  HARRIS USLS 1915                         356 19 29.0
 OD1507
 OD1507|---------------------------------------------------------------------|
 OD1507| PID    Reference Object                     Distance      Geod. Az  |
 OD1507|                                                           dddmmss.s |
 OD1507| OD1490 HARRIS USLS 1915                    APPROX. 5.1 KM 3571729.0 |
 OD1507|---------------------------------------------------------------------|
 OD1507
 OD1507                          SUPERSEDED SURVEY CONTROL
 OD1507
 OD1507  NAD 83(1996)-  43 06 50.31999(N)    073 35 08.76355(W) AD(       ) 3
 OD1507  NAD 83(1996)-  43 06 50.31988(N)    073 35 08.76355(W) AD(       ) 3
 OD1507  NAD 83(1992)-  43 06 50.32060(N)    073 35 08.76341(W) AD(       ) 3
 OD1507  NAD 83(1992)-  43 06 50.32047(N)    073 35 08.76342(W) AD(       ) 3
 OD1507  NAD 83(1986)-  43 06 50.32163(N)    073 35 08.76301(W) AD(       ) 3
 OD1507  NAD 27      -  43 06 50.05293(N)    073 35 10.34954(W) AD(       ) 3
 OD1507
 OD1507.Superseded values are not recommended for survey control.
 OD1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1507.See file dsdata.txt to determine how the superseded data were derived.
 OD1507
 OD1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1505974442(NAD 83)
 OD1507_MARKER: U = CONCRETE POST
 OD1507_SETTING: 0 = UNSPECIFIED SETTING
 OD1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1507
 OD1507  HISTORY     - Date     Condition        Report By
 OD1507  HISTORY     - 1915     MONUMENTED       USLS
 OD1507  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 OD1507  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OD1507  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 OD1507
 OD1507                          STATION DESCRIPTION
 OD1507
 OD1507'DESCRIBED BY US LAKE SURVEY 1915
 OD1507'STATION IS ON THE FARM OF C.H. BULLARD, 1 MILE N OF
 OD1507'SCHULYLERVILLE, ON THE NE CORNER OF THE HILL.  IT IS MARKED BY A
 OD1507'CONCRETE MONUMENT, BOTTOM 3-1/2 FEET BELOW, TOP 6 INCHES
 OD1507'ABOVE THE SURFACE.
 OD1507
 OD1507                          STATION RECOVERY (2003)
 OD1507
 OD1507'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1507'THE PROPERTY THE MARK WAS LOCATED ON HAS BEEN SOLD BY THE BULLARD
 OD1507'ORCHARDS TO THE SCHULYERVILLE SCHOOL DISTRICT.
 OD1507
 OD1507                          STATION RECOVERY (2004)
 OD1507
 OD1507'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1507'MARK NOT FOUND.
 OD1507
 OD1507                          STATION RECOVERY (2005)
 OD1507
 OD1507'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1869 ***********************************************************************
 PH1869  DESIGNATION -  BUMP IBC
 PH1869  PID         -  PH1869
 PH1869  STATE/COUNTY-  NY/ST LAWRENCE
 PH1869  USGS QUAD   -  WADDINGTON (1964)
 PH1869
 PH1869                         *CURRENT SURVEY CONTROL
 PH1869  ___________________________________________________________________
 PH1869* NAD 83(1996)-  44 52 17.73459(N)    075 11 33.66560(W)     ADJUSTED  
 PH1869* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1869  ___________________________________________________________________
 PH1869  LAPLACE CORR-           7.31  (seconds)                    DEFLEC99
 PH1869  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 PH1869
 PH1869  HORZ ORDER  -  THIRD
 PH1869
 PH1869.The horizontal coordinates were established by classical geodetic methods
 PH1869.and adjusted by the National Geodetic Survey in January 1999..
 PH1869
 PH1869.The orthometric height was scaled from a topographic map.
 PH1869
 PH1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1869
 PH1869.The geoid height was determined by GEOID03.
 PH1869
 PH1869;                    North         East     Units Scale Factor Converg.
 PH1869;SPC NY E     -   670,839.123    95,267.602   MT  0.99993682   -0 29 19.4
 PH1869;SPC NY E     - 2,200,911.36    312,557.12   sFT  0.99993682   -0 29 19.4
 PH1869;UTM  18      - 4,968,704.221   484,779.601   MT  0.99960285   -0 08 09.4
 PH1869
 PH1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1869!SPC NY E     -   0.99999304  x   0.99993682  =   0.99992986
 PH1869!UTM  18      -   0.99999304  x   0.99960285  =   0.99959589
 PH1869
 PH1869:                Primary Azimuth Mark                     Grid Az
 PH1869:SPC NY E     -  MORRISBURG TANK IBC                      004 11 27.9
 PH1869:UTM  18      -  MORRISBURG TANK IBC                      003 50 17.9
 PH1869
 PH1869|---------------------------------------------------------------------|
 PH1869| PID    Reference Object                     Distance      Geod. Az  |
 PH1869|                                                           dddmmss.s |
 PH1869| PH1894 MORRISBURG TANK IBC                 APPROX. 3.1 KM 0034208.5 |
 PH1869| PH1893 CHANNEL LIGHT 88 IBC                APPROX. 1.6 KM 0145350.6 |
 PH1869| PH1868 WAD IBC                             270.239 METERS 08920     |
 PH1869| PH1865 WADDINGTON CITY WATER TANK          APPROX. 1.1 KM 1941812.8 |
 PH1869| PH1870 WADDINGTON CATH CH CROSS IBC        APPROX. 1.0 KM 2175425.3 |
 PH1869| PH1877 LEISH IBC                           APPROX. 4.4 KM 2472308.4 |
 PH1869| PH1900 CHANNEL LIGHT 92 IBC                APPROX. 1.4 KM 3261835.6 |
 PH1869| PH1895 CHANNEL LIGHT 91 IBC                APPROX. 1.1 KM 3551418.5 |
 PH1869|---------------------------------------------------------------------|
 PH1869
 PH1869                          SUPERSEDED SURVEY CONTROL
 PH1869
 PH1869  NAD 83(1986)-  44 52 17.74150(N)    075 11 33.66568(W) AD(       ) 3
 PH1869  NAD 27      -  44 52 17.54711(N)    075 11 34.94116(W) AD(       ) 3
 PH1869
 PH1869.Superseded values are not recommended for survey control.
 PH1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1869.See file dsdata.txt to determine how the superseded data were derived.
 PH1869
 PH1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8478068704(NAD 83)
 PH1869_MARKER: DD = SURVEY DISK
 PH1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1869+STABILITY: SURFACE MOTION
 PH1869
 PH1869  HISTORY     - Date     Condition        Report By
 PH1869  HISTORY     - 1959     MONUMENTED       IBC
 PH1869  HISTORY     - 1960     GOOD             IBC
 PH1869
 PH1869                          STATION DESCRIPTION
 PH1869
 PH1869'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1869'IN THE TOWN OF WADDINGTON, NEW YORK.  AT THE WESTERN END OF THE
 PH1869'NORFOLD AND ST LAWRENCE RAILROAD TRACKS ON THE LAKE FRONT.  THE
 PH1869'STATION IS ABOUT THE CENTER OF THE RAILWAY FILL AND WEST OF THE
 PH1869'RAILWAY SNUBBING POSTS.  IT IS 11.07 FEET FROM THE CENTER OF THE END
 PH1869'OF THE NORTHERN RAIL OF THE SOUTHERN TRACK, AND 11.52 FEET FROM THE
 PH1869'END OF THE SOUTHERN RAIL OF THE NORTHERN TRACK.
 PH1869'
 PH1869'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1869'BRONZE - DISK STATION MARK SET FLUSH WITH THE GRAVEL IN A 5 - INCH
 PH1869'CYLINDER OF CONCRETE 24 INCHES IN LENGTH.  THERE IS NO SUBSURFACE
 PH1869'MARK.
 PH1869
 PH1869                          STATION RECOVERY (1960)
 PH1869
 PH1869'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 PH1869'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2738 ***********************************************************************
 KU2738  DESIGNATION -  BUNGALOW
 KU2738  PID         -  KU2738
 KU2738  STATE/COUNTY-  NY/SUFFOLK
 KU2738  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2738
 KU2738                         *CURRENT SURVEY CONTROL
 KU2738  ___________________________________________________________________
 KU2738* NAD 83(1996)-  40 57 06.58558(N)    073 24 07.94284(W)     ADJUSTED  
 KU2738* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2738  ___________________________________________________________________
 KU2738  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 KU2738  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 KU2738
 KU2738  HORZ ORDER  -  THIRD
 KU2738
 KU2738.The horizontal coordinates were established by classical geodetic methods
 KU2738.and adjusted by the National Geodetic Survey in January 1999..
 KU2738
 KU2738.The orthometric height was scaled from a topographic map.
 KU2738
 KU2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2738
 KU2738.The geoid height was determined by GEOID03.
 KU2738
 KU2738;                    North         East     Units Scale Factor Converg.
 KU2738;SPC NY L     -    87,361.793   350,331.511   MT  0.99999647   +0 23 27.6
 KU2738;SPC NY L     -   286,619.48  1,149,379.30   sFT  0.99999647   +0 23 27.6
 KU2738;SPC CT       -   165,767.342   249,885.812   MT  1.00003435   -0 25 56.8
 KU2738;SPC CT       -   543,855.02    819,833.70   sFT  1.00003435   -0 25 56.8
 KU2738;UTM  18      - 4,534,638.818   634,477.169   MT  0.99982258   +1 02 50.6
 KU2738
 KU2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2738!SPC NY L     -   1.00000467  x   0.99999647  =   1.00000114
 KU2738!SPC CT       -   1.00000467  x   1.00003435  =   1.00003902
 KU2738!UTM  18      -   1.00000467  x   0.99982258  =   0.99982725
 KU2738
 KU2738:                Primary Azimuth Mark                     Grid Az
 KU2738:SPC NY L     -  EATONS NECK LIGHTHOUSE 1833              066 39 29.7
 KU2738:SPC CT       -  EATONS NECK LIGHTHOUSE 1833              067 28 54.1
 KU2738:UTM  18      -  EATONS NECK LIGHTHOUSE 1833              066 00 06.7
 KU2738
 KU2738|---------------------------------------------------------------------|
 KU2738| PID    Reference Object                     Distance      Geod. Az  |
 KU2738|                                                           dddmmss.s |
 KU2738| KU2715 EATONS NECK LIGHTHOUSE 1833         APPROX. 0.6 KM 0670257.3 |
 KU2738| CB6653 BUNGALOW RM                          18.080 METERS 18309     |
 KU2738| KU2737 RED HOUSE AT INLET CHIMNEY          APPROX. 0.6 KM 1851947.1 |
 KU2738| KU2652 CEDAR HYDROGRAPHIC SIGNAL           APPROX. 3.8 KM 2420855.4 |
 KU2738|---------------------------------------------------------------------|
 KU2738
 KU2738                          SUPERSEDED SURVEY CONTROL
 KU2738
 KU2738  NAD 83(1996)-  40 57 06.58805(N)    073 24 07.94246(W) AD(       ) 3
 KU2738  NAD 83(1992)-  40 57 06.58716(N)    073 24 07.94072(W) AD(       ) 3
 KU2738  NAD 83(1986)-  40 57 06.58863(N)    073 24 07.94417(W) AD(       ) 3
 KU2738  NAD 27      -  40 57 06.23100(N)    073 24 09.53100(W) AD(       ) 3
 KU2738
 KU2738.Superseded values are not recommended for survey control.
 KU2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2738.See file dsdata.txt to determine how the superseded data were derived.
 KU2738
 KU2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3447734639(NAD 83)
 KU2738_MARKER: DS = TRIANGULATION STATION DISK
 KU2738_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2738_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2738
 KU2738  HISTORY     - Date     Condition        Report By
 KU2738  HISTORY     - 1916     MONUMENTED       CGS
 KU2738  HISTORY     - 1931     MARK NOT FOUND   CGS
 KU2738  HISTORY     - 1939     MARK NOT FOUND   CGS
 KU2738
 KU2738                          STATION DESCRIPTION
 KU2738
 KU2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2738'THIS STATION IS IN THE NORTHWESTERN CORNER OF THE DOOR-YARD OF A
 KU2738'SMALL SUMMER COTTAGE OF THE BUNGALOW TYPE ON THE SAND RIDGE LYING
 KU2738'BETWEEN THE ENTRANCE TO HUNTINGTON BAY AND THE ARTIFICIAL HARBOR
 KU2738'OR LAGOON WHICH HAS BEEN EXCAVATED HERE FOR OBTAINING BUILDING
 KU2738'SAND.  THE HOUSE WAS THE ONLY ONE IN THE VICINITY AND WAS
 KU2738'UNOCCUPIED WHEN THE PARTY WAS THERE.  IT WAS PAINTED A DARK GREEN
 KU2738'AND WAS SOMEWHAT NOTICEABLE ON ACCOUNT OF ITS LOCATION. THE
 KU2738'REFERENCE MARK WAS PLACED CLOSE TO THE SOUTHWESTERN CORNER OF THE
 KU2738'HOUSE.
 KU2738'
 KU2738'THE DOOR-YARD MENTIONED HAS BEEN BUILT UP BY SPREADING A LAYER OF
 KU2738'BEACH SHINGLE ON THE SURFACE TO CHECK THE DRIFT OF THE SAND, AND
 KU2738'THERE ARE A FEW STUNTED BUSHES IN THE YARD. ABOUT 500 METERS TO
 KU2738'THE SOUTHWARD OF THIS STATION A NARROW INLET, PROTECTED BY JETTIES
 KU2738'CONNECTS THE LAGOON WITH THE BAY.
 KU2738'
 KU2738'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KU2738'CONCRETE, IN THE TOP OF A TILE, AS DESCRIBED IN NOTES 6B AND 13B,
 KU2738'RESPECTIVELY.  UNDERGROUND MARK IS A BOTTLE IN AN UPRIGHT POSITION
 KU2738'EMBEDDED IN EARTH 3 FEET BELOW THE SURFACE OF THE GROUND, AS
 KU2738'DESCRIBED IN NOTE 10A.
 KU2738'
 KU2738'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 KU2738
 KU2738                          STATION RECOVERY (1931)
 KU2738
 KU2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2738'SAND DREDGING HAS SO ERODED THE BEACH LINE THAT THE SAND SPIT AT
 KU2738'THIS POINT IS ENTIRELY UNDER WATER.  ALL TRACE OF THE STATION IS LOST.
 KU2738
 KU2738                          STATION RECOVERY (1939)
 KU2738
 KU2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2738'STATION LOST.  ENTIRE AREA IN VICINITY OF STATION CHANGED BY
 KU2738'STORMS.  ALL POINTS OF REFERENCE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4583 ***********************************************************************
 LX4583  DESIGNATION -  BUNNY
 LX4583  PID         -  LX4583
 LX4583  STATE/COUNTY-  NY/DUTCHESS
 LX4583  USGS QUAD   -  HYDE PARK (1997)
 LX4583
 LX4583                         *CURRENT SURVEY CONTROL
 LX4583  ___________________________________________________________________
 LX4583* NAD 83(1996)-  41 45 48.95536(N)    073 56 34.21013(W)     ADJUSTED  
 LX4583* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX4583  ___________________________________________________________________
 LX4583  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LX4583  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX4583
 LX4583  HORZ ORDER  -  THIRD
 LX4583
 LX4583.The horizontal coordinates were established by classical geodetic methods
 LX4583.and adjusted by the National Geodetic Survey in January 1999..
 LX4583
 LX4583.The orthometric height was scaled from a topographic map.
 LX4583
 LX4583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4583
 LX4583.The geoid height was determined by GEOID03.
 LX4583
 LX4583;                    North         East     Units Scale Factor Converg.
 LX4583;SPC NY E     -   325,495.381   196,327.361   MT  0.99992640   +0 22 16.0
 LX4583;SPC NY E     - 1,067,896.10    644,117.35   sFT  0.99992640   +0 22 16.0
 LX4583;UTM  18      - 4,624,069.407   587,875.671   MT  0.99969502   +0 42 15.0
 LX4583
 LX4583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4583!SPC NY E     -   1.00000501  x   0.99992640  =   0.99993141
 LX4583!UTM  18      -   1.00000501  x   0.99969502  =   0.99970003
 LX4583
 LX4583|---------------------------------------------------------------------|
 LX4583| PID    Reference Object                     Distance      Geod. Az  |
 LX4583|                                                           dddmmss.s |
 LX4583| LX1421 BUNNY RM 1                           29.227 METERS 08133     |
 LX4583| LX1420 BUNNY RM 2                            9.896 METERS 19601     |
 LX4583| LX4573 SPENCER                             APPROX. 0.5 KM 2290558.9 |
 LX4583| LX4571 CAST                                APPROX. 1.2 KM 3044033.9 |
 LX4583|---------------------------------------------------------------------|
 LX4583
 LX4583                          SUPERSEDED SURVEY CONTROL
 LX4583
 LX4583  NAD 83(1986)-  41 45 48.95737(N)    073 56 34.21072(W) AD(       ) 3
 LX4583  NAD 27      -  41 45 48.61800(N)    073 56 35.71600(W) AD(       ) 3
 LX4583
 LX4583.Superseded values are not recommended for survey control.
 LX4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4583.See file dsdata.txt to determine how the superseded data were derived.
 LX4583
 LX4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8787624069(NAD 83)
 LX4583
 LX4583  HISTORY     - Date     Condition        Report By
 LX4583  HISTORY     - 1933     MONUMENTED       CGS
 LX4583  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX4583
 LX4583                          STATION DESCRIPTION
 LX4583
 LX4583'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4583'THIS STATION IS LOCATED ON THE E SHORE OF THE HUDSON RIVER ON
 LX4583'A SMALL FLAT POINT OF LAND BETWEEN THE RIVER AND THE RAILROAD,
 LX4583'ABOUT 1/2 MILE S OF GREER POINT LIGHT.  THERE IS A SMALL SIDING
 LX4583'MAKING OFF THE MAIN LINE OF THE RAILROAD TO THE EASTWARD JUST
 LX4583'S OF THE STATION AND S OF THIS SPUR THERE IS SWAMP LAND.  THERE
 LX4583'IS A STEEP ROCK CUT JUST E OF THE STATION.  STATION IS MARKED BY
 LX4583'STANDARD DISK IN ROCK BURIED 2 FEET, WITH SURFACE MARK A
 LX4583'STANDARD DISK IN ROCK PROJECTING 4 INCHES ABOVE SURFACE.
 LX4583'STATION IS 4.6 METERS E OF HIGH-WATER LINE AND 11.48 METERS W
 LX4583'OF MOST WESTERLY RAIL OF NEW YORK CENTRAL RAILROAD.  REFERENCE
 LX4583'MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LX4583'THE FACE OF THE CLIFF ON THE OPPOSITE SIDE OF THE RAILROAD
 LX4583'FROM THE STATION, IT IS ABOUT 4 FEET ABOVE THE LEVEL OF THE
 LX4583'TRACKS.  REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A
 LX4583'DRILL HOLE IN THE TOP OF A ROCK AT THE HIGH-WATER LINE.  THIS
 LX4583'DRILL HOLE WAS MADE IN THE CENTER OF A CROSS WHICH WAS
 LX4583'FOUND CUT IN THE ROCK, AND MIGHT BE A REFERENCE MARK FOR
 LX4583'OLD STATION CELLER.
 LX4583'
 LX4583'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4583
 LX4583                          STATION RECOVERY (1972)
 LX4583
 LX4583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX4583'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 LX4583'CONDITION.  DISTANCE TO RM 2 CHECKED CLOSELY BUT RM 1 DISTANCE WAS
 LX4583'FOUND TO BE 0.033 METER SHORTER THAN 1933 DISTANCE, WHICH IS
 LX4583'BELIEVED TO BE SLOPE DISTANCE.  ANGLE TO RM 1 IS 48 SECONDS
 LX4583'GREATER THAN 1933 ANGLE AND ANGLE TO RM 2 IS 3 MIN 15 SEC GREATER.
 LX4583'THE OLD RAILROAD SIDING IS GONE AND THE MAIN LINE HAS
 LX4583'APPARENTLY BEEN CHANGED BECAUSE STATION IS NOW 50.6 FEET FROM
 LX4583'WEST RAIL INSTEAD OF 37.7 FEET.  A COMPLETE DESCRIPTION
 LX4583'FOLLOWS--
 LX4583'
 LX4583'STATION IS LOCATED ALONG THE EAST BANK OF THE HUDSON RIVER, ON A
 LX4583'FLAT, BRUSHY POINT OF LAND BETWEEN RIVER AND RAILROAD, AND
 LX4583'OPPOSITE A HIGH, BROWN, ROCK CUTBANK.
 LX4583'
 LX4583'TO REACH STATION FROM THE ENTRANCE BOOTH AT THE FRANKLIN
 LX4583'D. ROOSEVELT HOME AND HISTORIC SITE AT HYDE PARK, GO WEST 0.1
 LX4583'MILE TO SOUTHWEST CORNER OF PARKING AREA.  GO LEFT ON MACADAM
 LX4583'SERVICE ROAD 0.05 MILE, THEN TURN BACK SHARP RIGHT DOWN SMALL
 LX4583'RAVINE AT NORTH SIDE OF OLD ROOSEVELT HOME AND GO 0.05 MILE TO
 LX4583'FORK.  TAKE LEFT FORK, AHEAD, AND GO 0.15 MILE.  TAKE RIGHT FORK,
 LX4583'DOWNHILL, AND GO 0.2 MILE.  TAKE LEFT FORK FOR 0.15 MILE TO END OF
 LX4583'ROAD AT RAILROAD TRACKS.  GO RIGHT, NORTH, ALONG RAILROAD
 LX4583'75 YARDS TO RM NO.1 ON RIGHT AND STATION TO LEFT.
 LX4583'
 LX4583'STATION MARK IS A STANDARD DISK STAMPED BUNNY 1933, CEMENTED
 LX4583'IN A DRILL HOLE IN A ROCK 4 INCHES BELOW GROUND.  IT IS 50.6
 LX4583'FEET WEST OF WEST RAIL OF RAILROAD TRACKS, 275 FEET NORTHWEST
 LX4583'OF END OF THE TRACK ROAD, 18 FEET EAST OF EXTREME WEST POINT
 LX4583'OF ROCK AT RIVER EDGE, AND 4.8 FEET EAST OF A METAL WITNESS SIGN
 LX4583'NAILED ONTO A TREE.
 LX4583'
 LX4583'REFERENCE MARK NUMBER ONE IS A STANDARD DISK CEMENTED VERTICALLY
 LX4583'IN A DRILL HOLE IN FACE OF ROCK CUTBANK, 2 FEET ABOVE GROUND AND
 LX4583'19 FEET EAST OF EAST RAIL OF RAILROAD TRACKS.
 LX4583'
 LX4583'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUNNY 2 1933,
 LX4583'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF A PROMINENT BEDROCK
 LX4583'LEDGE EXTENDING SOUTHWEST 20 FEET INTO THE RIVER.
 LX4583'
 LX4583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4583'2 MILES SOUTH OF HYDE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1421 ***********************************************************************
 LX1421  DESIGNATION -  BUNNY RM 1
 LX1421  PID         -  LX1421
 LX1421  STATE/COUNTY-  NY/DUTCHESS
 LX1421  USGS QUAD   -  HYDE PARK (1997)
 LX1421
 LX1421                         *CURRENT SURVEY CONTROL
 LX1421  ___________________________________________________________________
 LX1421* NAD 83(1986)-  41 45 48.     (N)    073 56 33.     (W)     SCALED    
 LX1421* NAVD 88     -         2.889  (meters)       9.48   (feet)  ADJUSTED  
 LX1421  ___________________________________________________________________
 LX1421  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX1421  DYNAMIC HT  -           2.888 (meters)       9.47  (feet)  COMP
 LX1421  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 LX1421
 LX1421  VERT ORDER  -  FIRST     CLASS II
 LX1421
 LX1421.The horizontal coordinates were scaled from a topographic map and have
 LX1421.an estimated accuracy of +/- 6 seconds.
 LX1421
 LX1421.The orthometric height was determined by differential leveling
 LX1421.and adjusted by the National Geodetic Survey in June 1991..
 LX1421
 LX1421.The geoid height was determined by GEOID03.
 LX1421
 LX1421.The dynamic height is computed by dividing the NAVD 88
 LX1421.geopotential number by the normal gravity value computed on the
 LX1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1421.degrees latitude (g = 980.6199 gals.).
 LX1421
 LX1421.The modeled gravity was interpolated from observed gravity values.
 LX1421
 LX1421;                    North         East    Units  Estimated Accuracy
 LX1421;SPC NY E     -   325,470.      196,360.      MT  (+/- 180 meters Scaled)
 LX1421
 LX1421                          SUPERSEDED SURVEY CONTROL
 LX1421
 LX1421  NGVD 29 (??/??/92)    3.148  (m)           10.33   (f) ADJ UNCH    1 2
 LX1421
 LX1421.Superseded values are not recommended for survey control.
 LX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1421.See file dsdata.txt to determine how the superseded data were derived.
 LX1421
 LX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879240(NAD 83)
 LX1421_MARKER: DR = REFERENCE MARK DISK
 LX1421_SETTING: 66 = SET IN ROCK OUTCROP
 LX1421_SP_SET: ROCK CUT
 LX1421_STAMPING: BUNNY 1 1933
 LX1421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1421+STABILITY: POSITION/ELEVATION WELL
 LX1421
 LX1421  HISTORY     - Date     Condition        Report By
 LX1421  HISTORY     - 1933     MONUMENTED       CGS
 LX1421  HISTORY     - 1955     GOOD             NGS
 LX1421
 LX1421                          STATION DESCRIPTION
 LX1421
 LX1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1421'1.6 MI S FROM HYDE PARK.
 LX1421'ABOUT 1.65 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1421'FROM THE STATION AT HYDE PARK, ABOUT 0.4 MILE SOUTH OF MILE
 LX1421'POST NY 78, SET VERTICALLY IN FACE OF A HIGH ROCK CUT AND
 LX1421'NEAR THE CENTER OF CUT, 6.8 FEET EAST OF EAST RAIL OF EAST
 LX1421'TRACK, 202 FEET NORTH OF SOUTH END OF CUT, 113 FEET EAST AND
 LX1421'ACROSS TRACKS FROM RM NO. 2, AND ABOUT 2 FEET ABOVE LEVEL OF
 LX1421'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1420 ***********************************************************************
 LX1420  DESIGNATION -  BUNNY RM 2
 LX1420  PID         -  LX1420
 LX1420  STATE/COUNTY-  NY/DUTCHESS
 LX1420  USGS QUAD   -  HYDE PARK (1997)
 LX1420
 LX1420                         *CURRENT SURVEY CONTROL
 LX1420  ___________________________________________________________________
 LX1420* NAD 83(1986)-  41 45 48.     (N)    073 56 33.     (W)     SCALED    
 LX1420* NAVD 88     -         1.007  (meters)       3.30   (feet)  ADJUSTED  
 LX1420  ___________________________________________________________________
 LX1420  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX1420  DYNAMIC HT  -           1.007 (meters)       3.30  (feet)  COMP
 LX1420  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 LX1420
 LX1420  VERT ORDER  -  FIRST     CLASS II
 LX1420
 LX1420.The horizontal coordinates were scaled from a topographic map and have
 LX1420.an estimated accuracy of +/- 6 seconds.
 LX1420
 LX1420.The orthometric height was determined by differential leveling
 LX1420.and adjusted by the National Geodetic Survey in June 1991..
 LX1420
 LX1420.The geoid height was determined by GEOID03.
 LX1420
 LX1420.The dynamic height is computed by dividing the NAVD 88
 LX1420.geopotential number by the normal gravity value computed on the
 LX1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1420.degrees latitude (g = 980.6199 gals.).
 LX1420
 LX1420.The modeled gravity was interpolated from observed gravity values.
 LX1420
 LX1420;                    North         East    Units  Estimated Accuracy
 LX1420;SPC NY E     -   325,470.      196,360.      MT  (+/- 180 meters Scaled)
 LX1420
 LX1420                          SUPERSEDED SURVEY CONTROL
 LX1420
 LX1420  NGVD 29 (??/??/92)    1.269  (m)            4.16   (f) ADJ UNCH    1 2
 LX1420
 LX1420.Superseded values are not recommended for survey control.
 LX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1420.See file dsdata.txt to determine how the superseded data were derived.
 LX1420
 LX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM879240(NAD 83)
 LX1420_MARKER: DR = REFERENCE MARK DISK
 LX1420_SETTING: 66 = SET IN ROCK OUTCROP
 LX1420_SP_SET: ROCK LEDGE
 LX1420_STAMPING: BUNNY 2 1933
 LX1420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1420+STABILITY: POSITION/ELEVATION WELL
 LX1420
 LX1420  HISTORY     - Date     Condition        Report By
 LX1420  HISTORY     - 1933     MONUMENTED       CGS
 LX1420  HISTORY     - 1955     GOOD             NGS
 LX1420
 LX1420                          STATION DESCRIPTION
 LX1420
 LX1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1420'1.6 MI S FROM HYDE PARK.
 LX1420'ABOUT 1.65 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1420'THE STATION AT HYDE PARK, ABOUT 0.4 MILE SOUTH OF MILE POST NY 78,
 LX1420'ON EAST BANK OF HUDSON RIVER, IN THE TOP OF AN OUTCROPPING ROCK
 LX1420'LEDGE ABOUT 24 BY 8 FEET AND ABOUT 3 1/2 FEET HIGH, (ROCK IS PARTLY
 LX1420'IN WATER AND MARK IS UNDERWATER AT HIGH TIDE), 61 FEET WEST OF
 LX1420'WEST RAIL OF WEST TRACK, 206 FEET SOUTH OF SOUTHWEST CORNER OF
 LX1420'BASE OF SEMAPHORE NO. 77/62 - 77/64, 113 FEET WEST AND ACROSS
 LX1420'TRACK FROM RM NO. 1 WHICH IS SET NEAR CENTER OF DEEP BENCH CUT,
 LX1420'AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1428 ***********************************************************************
 OD1428  DESIGNATION -  BURCH
 OD1428  PID         -  OD1428
 OD1428  STATE/COUNTY-  NY/WASHINGTON
 OD1428  USGS QUAD   -  WEST PAWLET (1944)
 OD1428
 OD1428                         *CURRENT SURVEY CONTROL
 OD1428  ___________________________________________________________________
 OD1428* NAD 83(1996)-  43 20 22.39682(N)    073 19 33.97400(W)     ADJUSTED  
 OD1428* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 OD1428  ___________________________________________________________________
 OD1428  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 OD1428  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 OD1428
 OD1428  HORZ ORDER  -  SECOND
 OD1428
 OD1428.The horizontal coordinates were established by classical geodetic methods
 OD1428.and adjusted by the National Geodetic Survey in January 1999..
 OD1428
 OD1428.The orthometric height was scaled from a topographic map.
 OD1428
 OD1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1428
 OD1428.The geoid height was determined by GEOID03.
 OD1428
 OD1428;                    North         East     Units Scale Factor Converg.
 OD1428;SPC NY E     -   501,060.610   245,182.725   MT  1.00001141   +0 48 20.6
 OD1428;SPC NY E     - 1,643,896.35    804,403.66   sFT  1.00001141   +0 48 20.6
 OD1428;SPC VT       -    93,595.232   433,013.060   MT  1.00001946   -0 34 01.2
 OD1428;UTM  18      - 4,799,883.378   635,683.964   MT  0.99982647   +1 08 56.4
 OD1428
 OD1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1428!SPC NY E     -   0.99994038  x   1.00001141  =   0.99995179
 OD1428!SPC VT       -   0.99994038  x   1.00001946  =   0.99995983
 OD1428!UTM  18      -   0.99994038  x   0.99982647  =   0.99976686
 OD1428
 OD1428:                Primary Azimuth Mark                     Grid Az
 OD1428:SPC NY E     -  NORTHEAST                                049 35 51.4
 OD1428:SPC VT       -  NORTHEAST                                050 58 13.2
 OD1428:UTM  18      -  NORTHEAST                                049 15 15.6
 OD1428
 OD1428|---------------------------------------------------------------------|
 OD1428| PID    Reference Object                     Distance      Geod. Az  |
 OD1428|                                                           dddmmss.s |
 OD1428| OD1412 NORTHEAST                           APPROX.16.7 KM 0502412.0 |
 OD1428| DA3143 BURCH RM 1                           16.768 METERS 21521     |
 OD1428| DA3144 BURCH RM 2                           13.565 METERS 33005     |
 OD1428|---------------------------------------------------------------------|
 OD1428
 OD1428                          SUPERSEDED SURVEY CONTROL
 OD1428
 OD1428  NAD 83(1996)-  43 20 22.39722(N)    073 19 33.97408(W) AD(       ) 2
 OD1428  NAD 83(1992)-  43 20 22.39718(N)    073 19 33.97376(W) AD(       ) 2
 OD1428  NAD 83(1986)-  43 20 22.39963(N)    073 19 33.97511(W) AD(       ) 2
 OD1428  NAD 27      -  43 20 22.13606(N)    073 19 35.58096(W) AD(       ) 2
 OD1428
 OD1428.Superseded values are not recommended for survey control.
 OD1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1428.See file dsdata.txt to determine how the superseded data were derived.
 OD1428
 OD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN3568499883(NAD 83)
 OD1428_MARKER: DH = HORIZONTAL CONTROL DISK
 OD1428_SETTING: 66 = SET IN ROCK OUTCROP
 OD1428_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OD1428
 OD1428  HISTORY     - Date     Condition        Report By
 OD1428  HISTORY     - 1942     MONUMENTED       CGS
 OD1428  HISTORY     - 1974     GOOD             DBA
 OD1428
 OD1428                          STATION DESCRIPTION
 OD1428
 OD1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1428'THE STATION IS LOCATED ABOUT 1.25 MILES N OF NORTH HEBRON, ON THE
 OD1428'HIGHEST POINT OF A TIMBER-COVERED HILL SHOWN ON U.S. GEOLOGICAL
 OD1428'SURVEY TOPOGRAPHIC SHEETS AS MT. TOM AND ON LAND OWNED BY ELMER
 OD1428'BURCH. IT IS A BRONZE DISK SET FLUSH IN A DRILL HOLE IN BEDROCK FLUSH
 OD1428'WITH THE SURFACE OF THE GROUND, ABOUT 100 YARDS OF THE NE END OF
 OD1428'THE RIDGE, 15 FEET NW OF THE SE EDGE OF THE RIDGE, 32 FEET SE OF THE
 OD1428'NW EDGE OF THE RIDGE AND IS STAMPED BURCH 1942.
 OD1428'
 OD1428'REFERENCE MARK NO. 1 IS SW OF THE STATION.  IT IS A BRONZE DISK SET
 OD1428'FLUSH IN A DRILL HOLE IN BEDROCK 16 FEET NW OF THE SE EDGE OF THE
 OD1428'RIDGE AND IS STAMPED BURCH NO. 1 1942.
 OD1428'
 OD1428'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  IT IS A BRONZE DISK SET
 OD1428'FLUSH IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 OD1428'GROUND AT THE NW EDGE OF THE RIDGE AND IS STAMPED BURCH NO. 2 1942.
 OD1428'
 OD1428'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  THE SPIRE OF THE
 OD1428'ONLY CHURCH IN NORTH HEBRON MAY BE USED AS AN AZIMUTH MARK.  IT IS
 OD1428'ABOUT 1.25 MILES SE OF THE STATION AND THE POINT OBSERVED UPON WAS
 OD1428'THE BALL AT THE TIP OF THE SPIRE.
 OD1428'
 OD1428'TO REACH THE STATION FROM THE GENERAL STORE IN NORTH HEBRON GO W ON A
 OD1428'GRAVEL ROAD FOR 0.3 MILE TO A FORKS, TAKE THE RIGHT FORK AND GO 0.25
 OD1428'MILE TO A CROSS ROAD, TURN LEFT AND GO 0.6 MILE TO THE BURCH
 OD1428'RESIDENCE ON THE RIGHT.  TURN RIGHT ON FARM ROAD AND PASS BETWEEN
 OD1428'HOUSE AND BARN TO A GATE BESIDE ANOTHER BARN, PASS THROUGH GATE AND
 OD1428'BEAR NE TO A GAP IN A FENCE, GO THROUGH GAP AND FOLLOW DIM ROAD
 OD1428'NORTHERLY FOR 0.2 MILE TO A GAP IN A STONE FENCE.  GO THROUGH GAP
 OD1428'AND BEAR NE TO 2 LARGE HAYSTACKS AND A GAP IN A HEDGE ON THE RIGHT.
 OD1428'PASS THROUGH GAP AND BEAR RIGHT THEN LEFT UP SPINE OF RIDGE TO
 OD1428'WOODS AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW BLAZED TRAIL
 OD1428'NORTHEASTERLY TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 OD1428'ABOUT A 5 MINUTE PACK.
 OD1428'
 OD1428'A 20 FOOT TOWER WILL SEE A 4-FOOT LIGHT AT RUPERT AND TIPLADY.
 OD1428'
 OD1428'A 20 FOOT TOWER WILL SEE A 35-FOOT LIGHT AT NORTH EAST 1878.
 OD1428'
 OD1428'A 20 FOOT TOWER WILL SEE A 74-FOOT LIGHT AT PUMPKIN AND STODDARD.
 OD1428'
 OD1428'20 FOOT TOWER WILL SEE A 100-FOOT LIGHT AT MCNEIL.
 OD1428'
 OD1428'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 OD1428
 OD1428                          STATION RECOVERY (1974)
 OD1428
 OD1428'RECOVERY NOTE BY DBA SYSTEMS INCORPORATED 1974
 OD1428'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 OD1428'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2116 ***********************************************************************
 MZ2116  DESIGNATION -  BURDEN
 MZ2116  PID         -  MZ2116
 MZ2116  STATE/COUNTY-  NY/COLUMBIA
 MZ2116  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2116
 MZ2116                         *CURRENT SURVEY CONTROL
 MZ2116  ___________________________________________________________________
 MZ2116* NAD 83(1996)-  42 11 42.95858(N)    073 51 05.19586(W)     ADJUSTED  
 MZ2116* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2116  ___________________________________________________________________
 MZ2116  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MZ2116  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2116
 MZ2116  HORZ ORDER  -  THIRD
 MZ2116
 MZ2116.The horizontal coordinates were established by classical geodetic methods
 MZ2116.and adjusted by the National Geodetic Survey in January 1999..
 MZ2116
 MZ2116.The orthometric height was scaled from a topographic map.
 MZ2116
 MZ2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2116
 MZ2116.The geoid height was determined by GEOID03.
 MZ2116
 MZ2116;                    North         East     Units Scale Factor Converg.
 MZ2116;SPC NY E     -   373,490.735   203,563.585   MT  0.99993529   +0 26 08.2
 MZ2116;SPC NY E     - 1,225,360.85    667,858.20   sFT  0.99993529   +0 26 08.2
 MZ2116;UTM  18      - 4,672,095.233   594,830.007   MT  0.99971065   +0 46 17.4
 MZ2116
 MZ2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2116!SPC NY E     -   1.00000483  x   0.99993529  =   0.99994012
 MZ2116!UTM  18      -   1.00000483  x   0.99971065  =   0.99971547
 MZ2116
 MZ2116|---------------------------------------------------------------------|
 MZ2116| PID    Reference Object                     Distance      Geod. Az  |
 MZ2116|                                                           dddmmss.s |
 MZ2116| DA3146 BURDEN RM 2                          12.689 METERS 11613     |
 MZ2116| MZ2087 MOON                                APPROX. 1.6 KM 2641316.8 |
 MZ2116| DA3145 BURDEN RM 1                          18.322 METERS 32048     |
 MZ2116|---------------------------------------------------------------------|
 MZ2116
 MZ2116                          SUPERSEDED SURVEY CONTROL
 MZ2116
 MZ2116  NAD 83(1996)-  42 11 42.95690(N)    073 51 05.19980(W) AD(       ) 3
 MZ2116  NAD 83(1996)-  42 11 42.95719(N)    073 51 05.19923(W) AD(       ) 3
 MZ2116  NAD 83(1992)-  42 11 42.95722(N)    073 51 05.19924(W) AD(       ) 3
 MZ2116  NAD 83(1992)-  42 11 42.95721(N)    073 51 05.19923(W) AD(       ) 3
 MZ2116  NAD 83(1986)-  42 11 42.95740(N)    073 51 05.19756(W) AD(       ) 3
 MZ2116  NAD 27      -  42 11 42.64000(N)    073 51 06.73200(W) AD(       ) 3
 MZ2116
 MZ2116.Superseded values are not recommended for survey control.
 MZ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2116.See file dsdata.txt to determine how the superseded data were derived.
 MZ2116
 MZ2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9483072095(NAD 83)
 MZ2116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2116
 MZ2116  HISTORY     - Date     Condition        Report By
 MZ2116  HISTORY     - 1934     MONUMENTED       CGS
 MZ2116  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2116  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2116
 MZ2116                          STATION DESCRIPTION
 MZ2116
 MZ2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2116'ON E SHORE OF HUDSON RIVER, ON FIRST DOCK N OF BURDEN DOCK
 MZ2116'LIGHT.  STATION IS ON SW CORNER OF DOCK, 10 FEET E OF RETAINING
 MZ2116'WALL, 7 FEET N OF RETAINING WALL AND 6 FEET FROM CORNER OF OLD
 MZ2116'BUILDING.
 MZ2116'
 MZ2116'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 MZ2116'BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 11A AND 11C.
 MZ2116'
 MZ2116'REFERENCE MARK NO.2 IS 60 FEET N OF STATION AND ABOUT 16 FEET
 MZ2116'E OF RETAINING WALL.  REFERENCE MARK NO.1 IS 42 FEET E OF STATION
 MZ2116'AND EMBEDDED IN CONCRETE WALL ALONG S EDGE OF DOCK.
 MZ2116
 MZ2116                          STATION RECOVERY (1935)
 MZ2116
 MZ2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2116'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS REVISED AND
 MZ2116'SUPPLEMENTED AS FOLLOWS--STATION IS A STANDARD BRASS DISC ON THE
 MZ2116'SW CORNER OF OAK HILL LANDING.  CORRECTED AND ADDITIONAL DISTANCES
 MZ2116'ARE SHOWN ON THE SKETCH BELOW.
 MZ2116
 MZ2116                          STATION RECOVERY (1975)
 MZ2116
 MZ2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 MZ2116'STATION BELIEVED DESTROYED.  THE OLD DOCK IS IN RUINS DUE TO
 MZ2116'EROSION, AND NONE OF THE MARKS COULD BE FOUND.
 MZ2116'
 MZ2116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2116'1-1/2 MILES NNW OF LINLITHGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1021 ***********************************************************************
 PH1021  DESIGNATION -  BURG
 PH1021  PID         -  PH1021
 PH1021  STATE/COUNTY-  NY/ST LAWRENCE
 PH1021  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH1021
 PH1021                         *CURRENT SURVEY CONTROL
 PH1021  ___________________________________________________________________
 PH1021* NAD 83(1986)-  44 43 29.     (N)    075 25 53.     (W)     SCALED    
 PH1021* NAVD 88     -        81.479  (meters)     267.32   (feet)  ADJUSTED  
 PH1021  ___________________________________________________________________
 PH1021  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 PH1021  DYNAMIC HT  -          81.474 (meters)     267.30  (feet)  COMP
 PH1021  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 PH1021
 PH1021  VERT ORDER  -  FIRST     CLASS 0
 PH1021
 PH1021.The horizontal coordinates were scaled from a topographic map and have
 PH1021.an estimated accuracy of +/- 6 seconds.
 PH1021
 PH1021.The orthometric height was determined by differential leveling
 PH1021.and adjusted by the National Geodetic Survey in June 1991..
 PH1021
 PH1021.The geoid height was determined by GEOID03.
 PH1021
 PH1021.The dynamic height is computed by dividing the NAVD 88
 PH1021.geopotential number by the normal gravity value computed on the
 PH1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1021.degrees latitude (g = 980.6199 gals.).
 PH1021
 PH1021.The modeled gravity was interpolated from observed gravity values.
 PH1021
 PH1021;                    North         East    Units  Estimated Accuracy
 PH1021;SPC NY E     -   654,710.       76,220.      MT  (+/- 180 meters Scaled)
 PH1021
 PH1021                          SUPERSEDED SURVEY CONTROL
 PH1021
 PH1021  NGVD 29 (??/??/92)   81.61   (m)          267.7    (f) COMPUTED    1 0
 PH1021
 PH1021.Superseded values are not recommended for survey control.
 PH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1021.See file dsdata.txt to determine how the superseded data were derived.
 PH1021
 PH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ658524(NAD 83)
 PH1021_MARKER: DD = SURVEY DISK
 PH1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1021_SP_SET: CULVERT
 PH1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1021
 PH1021  HISTORY     - Date     Condition        Report By
 PH1021  HISTORY     - UNK      MONUMENTED       USLS
 PH1021  HISTORY     - 1969     GOOD             USLS
 PH1021  HISTORY     - 1989     GOOD             USPSQD
 PH1021
 PH1021                          STATION DESCRIPTION
 PH1021
 PH1021'DESCRIBED BY US LAKE SURVEY 1969
 PH1021'IN OGDENSBURG.
 PH1021'IS IN ST. LAWRENCE COUNTY, NEW YORK, 3.55 MILES DOWNRIVER FROM THE
 PH1021'INTERSECTION OF HIGHWAYS 37 AND 87 JUST SOUTHEAST OF OGDENSBURG, JUST
 PH1021'DOWNRIVER FROM THE DOWNRIVER CITY LIMITS OF OGDENSBURG, JUST UPRIVER
 PH1021'FROM INTERSECTION OF HIGHWAYS 37 AND 37A, ON THE SOUTHEASTERLY SIDE OF
 PH1021'HIGHWAY 37, 1.5 FEET FROM DOWNRIVER END OF A LARGE CONCRETE CULVERT
 PH1021'HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 PH1021'INTO THE CONCRETE.
 PH1021
 PH1021                          STATION RECOVERY (1989)
 PH1021
 PH1021'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1898 ***********************************************************************
 PH1898  DESIGNATION -  BURG 2 IBC
 PH1898  PID         -  PH1898
 PH1898  STATE/COUNTY-  NY/ST LAWRENCE
 PH1898  USGS QUAD   -  MORRISBURG (1964)
 PH1898
 PH1898                         *CURRENT SURVEY CONTROL
 PH1898  ___________________________________________________________________
 PH1898* NAD 83(1996)-  44 52 57.56147(N)    075 12 05.94234(W)     ADJUSTED  
 PH1898* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1898  ___________________________________________________________________
 PH1898  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 PH1898  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 PH1898
 PH1898  HORZ ORDER  -  THIRD
 PH1898
 PH1898.The horizontal coordinates were established by classical geodetic methods
 PH1898.and adjusted by the National Geodetic Survey in January 1999..
 PH1898
 PH1898.The orthometric height was scaled from a topographic map.
 PH1898
 PH1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1898
 PH1898.The geoid height was determined by GEOID03.
 PH1898
 PH1898;                    North         East     Units Scale Factor Converg.
 PH1898;SPC NY E     -   672,074.509    94,569.796   MT  0.99993777   -0 29 42.5
 PH1898;SPC NY E     - 2,204,964.45    310,267.74   sFT  0.99993777   -0 29 42.5
 PH1898;UTM  18      - 4,969,934.875   484,074.437   MT  0.99960312   -0 08 32.3
 PH1898
 PH1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1898!SPC NY E     -   0.99999304  x   0.99993777  =   0.99993081
 PH1898!UTM  18      -   0.99999304  x   0.99960312  =   0.99959616
 PH1898
 PH1898:                Primary Azimuth Mark                     Grid Az
 PH1898:SPC NY E     -  WADDINGTON CITY WATER TANK               169 52 18.2
 PH1898:UTM  18      -  WADDINGTON CITY WATER TANK               169 31 08.0
 PH1898
 PH1898|---------------------------------------------------------------------|
 PH1898| PID    Reference Object                     Distance      Geod. Az  |
 PH1898|                                                           dddmmss.s |
 PH1898| PH1865 WADDINGTON CITY WATER TANK          APPROX. 2.3 KM 1692235.7 |
 PH1898|---------------------------------------------------------------------|
 PH1898
 PH1898                          SUPERSEDED SURVEY CONTROL
 PH1898
 PH1898  NAD 83(1986)-  44 52 57.56877(N)    075 12 05.94242(W) AD(       ) 3
 PH1898  NAD 27      -  44 52 57.37600(N)    075 12 07.21800(W) AD(       ) 3
 PH1898
 PH1898.Superseded values are not recommended for survey control.
 PH1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1898.See file dsdata.txt to determine how the superseded data were derived.
 PH1898
 PH1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8407469935(NAD 83)
 PH1898_MARKER: DD = SURVEY DISK
 PH1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1898+STABILITY: SURFACE MOTION
 PH1898
 PH1898  HISTORY     - Date     Condition        Report By
 PH1898  HISTORY     - 1963     MONUMENTED       IBC
 PH1898
 PH1898                          STATION DESCRIPTION
 PH1898
 PH1898'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1898'NEAR THE SOUTHERN SHORE AT THE VILLAGE OF MARIATOWN, ONTARIO.  THE
 PH1898'STATION IS NEAR THE WESTERN END OF THE PROMINENT POINT AND OPPOSITE
 PH1898'THE EASTERN WOODS ON OGDEN ISLAND.  IT IS EAST OF THE ROAD LEADING TO
 PH1898'THE WATER, ABOUT 42 FEET FROM THE ERODING RIVER BANK, ABOUT 4.5 FEET
 PH1898'SOUTH OF AN OLD FENCE, AND ABOUT 15 FEET EAST OF THE 10 - INCH FENCE
 PH1898'CORNER POST.
 PH1898'
 PH1898'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1898'BRONZE - DISK STATION MARK SET IN A 6 - INCH CYLINDER OF CONCRETE
 PH1898'FLUSH WITH THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A
 PH1898'SIMILAR BRONZE - DISK SET IN A 6 - INCH CYLINDER OF CONCRETE ABOUT
 PH1898'20 INCHES UNDERGROUND.
 PH1898'
 PH1898'REFERENCE MARK 1 IS A SHALLOW 3/4 - INCH DRILL HOLE IN A 2 - BY 2 - BY
 PH1898'1 - FOOT ROCK, ABOUT 2 FEET SOUTH OF THE FENCE.
 PH1898'
 PH1898'REFERENCE MARK 2 IS A STANDARD INTERNATIONAL BOUNDARY COMMISSION
 PH1898'BRONZE - DISK REFERENCE MARK SET ABOUT 3 INCHES ABOVE GROUND IN A
 PH1898'CYLINDER OF CONCRETE, WITH THE ARROW POINTING TO STATION---BURG---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1719 ***********************************************************************
 OE1719  DESIGNATION -  BURGEY
 OE1719  PID         -  OE1719
 OE1719  STATE/COUNTY-  NY/WARREN
 OE1719  USGS QUAD   -  
 OE1719
 OE1719                         *CURRENT SURVEY CONTROL
 OE1719  ___________________________________________________________________
 OE1719* NAD 83(1996)-  43 43 29.59468(N)    074 05 35.56342(W)     ADJUSTED  
 OE1719* NAVD 88     -       591.36   (+/-2cm)    1940.2    (feet)  VERTCON   
 OE1719  ___________________________________________________________________
 OE1719  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 OE1719  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 OE1719
 OE1719  HORZ ORDER  -  FIRST
 OE1719  VERT ORDER  -  THIRD ? (See Below)
 OE1719
 OE1719.The horizontal coordinates were established by classical geodetic methods
 OE1719.and adjusted by the National Geodetic Survey in January 1999..
 OE1719
 OE1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1719.The vertical order pertains to the NGVD 29 superseded value.
 OE1719
 OE1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1719
 OE1719.The geoid height was determined by GEOID03.
 OE1719
 OE1719;                    North         East     Units Scale Factor Converg.
 OE1719;SPC NY E     -   543,279.155   182,774.029   MT  0.99991321   +0 16 52.2
 OE1719;SPC NY E     - 1,782,408.36    599,651.13   sFT  0.99991321   +0 16 52.2
 OE1719;UTM  18      - 4,841,716.925   573,036.146   MT  0.99966561   +0 37 36.5
 OE1719
 OE1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1719!SPC NY E     -   0.99991173  x   0.99991321  =   0.99982495
 OE1719!UTM  18      -   0.99991173  x   0.99966561  =   0.99957737
 OE1719
 OE1719|---------------------------------------------------------------------|
 OE1719| PID    Reference Object                     Distance      Geod. Az  |
 OE1719|                                                           dddmmss.s |
 OE1719| CZ7584 BURGEY RM 1                          12.845 METERS 07537     |
 OE1719| CZ7585 BURGEY RM 2                           5.754 METERS 18847     |
 OE1719| CZ7583 BURGEY AZ MK                                       1920941.9 |
 OE1719| OE1714 266                                 APPROX. 2.2 KM 3271743.4 |
 OE1719|---------------------------------------------------------------------|
 OE1719
 OE1719                          SUPERSEDED SURVEY CONTROL
 OE1719
 OE1719  NAD 83(1986)-  43 43 29.60001(N)    074 05 35.56430(W) AD(       ) 1
 OE1719  NAD 27      -  43 43 29.37096(N)    074 05 37.06943(W) AD(       ) 1
 OE1719  NGVD 29 (07/19/86)  591.44   (m)         1940.4    (f) LEVELING    3  
 OE1719
 OE1719.Superseded values are not recommended for survey control.
 OE1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1719.See file dsdata.txt to determine how the superseded data were derived.
 OE1719
 OE1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP7303641717(NAD 83)
 OE1719_MARKER: DB = BENCH MARK DISK
 OE1719_SETTING: 0 = UNSPECIFIED SETTING
 OE1719
 OE1719  HISTORY     - Date     Condition        Report By
 OE1719  HISTORY     - 1942     MONUMENTED       USGS
 OE1719  HISTORY     - 1981     GOOD             LOCSUR
 OE1719
 OE1719                          STATION DESCRIPTION
 OE1719
 OE1719'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (GWL)
 OE1719'THE STATION IS LOCATED ON THE SUMMIT OF A LOW BALD HILL ABOUT
 OE1719'2.2 MILES SW OF THE VILLAGE OF NORTH RIVER ON LAND OWNED BY JOHN
 OE1719'BURGEY.  IT IS SET IN A LARGE ROCK OUTCROP AT THE HIGHEST PART OF
 OE1719'AND NEAR THE SOUTHWESTERN END OF THE HILL AND ABOUT 100 FEET NE OF
 OE1719'A STONE AND WOVEN WIRE FENCE.  IT IS MARKED BY A BRONZE
 OE1719'U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED BURGEY.
 OE1719'
 OE1719'REFERENCE MARK NO.1 IS ENE OF THE STATION.  IT IS A BRONZE DISK
 OE1719'SET IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS STAMPED BURGEY
 OE1719'U.S.G.S. NO. 1 1942.
 OE1719'
 OE1719'REFERENCE MARK NO.2 IS S OF THE STATION.  IT IS A BRONZE DISK
 OE1719'SET IN A DRILL HOLE IN ROCK OUTCROP.  IT IS STAMPED BURGEY
 OE1719'U.S.G.S. NO. 2 1942.
 OE1719'
 OE1719'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 OE1719'BEDROCK.
 OE1719'
 OE1719'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE S OF THE STATION IN AN
 OE1719'OPEN FIELD.  IT IS ABOUT 200 FEET E OF THE MAIN ROAD AND 27 FEET
 OE1719'N OF THE TREES AT THE S SIDE OF THE FIELD.  THE ROCK OUTCROP IN
 OE1719'WHICH IT IS SET IS ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 1
 OE1719'FOOT ABOVE THE SURFACE OF THE GROUND.  TO REACH THE AZIMUTH MARK
 OE1719'FROM THE TRIANGULAR-BLAZED ELM TREE MENTIONED IN THE DIRECTION
 OE1719'TO REACH THE STATION, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO
 OE1719'AN OPENING INTO A FIELD ON THE LEFT.  WALK TO THE LEFT ACROSS
 OE1719'THE FIELD FOR ABOUT 200 FEET TO THE AZIMUTH MARK.
 OE1719'
 OE1719'TO REACH THE STATION FROM THE POST OFFICE IN NORTH CREEK GO
 OE1719'WESTERLY ON STATE HIGHWAY 28 FOR 5.1 MILES TO A ROAD LEFT
 OE1719'(THIRTEENTH LAKE ROAD).  TURN LEFT AND GO 1.05 MILES TO A ROAD
 OE1719'LEFT.  TAKE LEFT FORK ACROSS CREEK FOR 0.05 MILE TO A FORK.  KEEP
 OE1719'STRAIGHT AHEAD, RIGHT, AND GO 0.1 MILE TO ANOTHER FORK.  KEEP
 OE1719'STRAIGHT AHEAD, RIGHT, AND GO 1.2 MILES TO A TRIANGULAR-BLAZED
 OE1719'18-INCH ELM TREE ON THE LEFT AND THE END OF TRUCK TRAVEL
 OE1719'(AZIMUTH MARK 0.15 MILE STRAIGHT AHEAD).  FROM HERE THE STATION
 OE1719'IS ON THE TOP OF THE RIDGE TO THE W (RIGHT) A DISTANCE OF ABOUT
 OE1719'0.1 MILE.
 OE1719'
 OE1719'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION STA. NO.266
 OE1719'(N.Y.S.S.).
 OE1719'
 OE1719'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION MAXAM
 OE1719'(N.Y.S.S.).
 OE1719'
 OE1719'A 4-FOOT STAND WILL SEE A 40-FOOT LIGHT AT STATION GORE.
 OE1719'
 OE1719'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 OE1719
 OE1719                          STATION RECOVERY (1981)
 OE1719
 OE1719'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (WEB)
 OE1719'BURGEY RECOVERED GOOD.
 OE1719'
 OE1719'BURGEY USGS NO 1 1942 RECOVERED GOOD DIST AND DIRECTION NOT
 OE1719'CHECKED.
 OE1719'
 OE1719'BURGEY USGS NO 2 1942 RECOVERED GOOD.
 OE1719'
 OE1719'I TRIMED VISTA TO NO. 266, MAXAM AND GORE AND 2 OPENED VISTA TO
 OE1719'147-D, THE AZI MARK IS NOW OBSCURED BY TREES AND THE OPEN FIELDS TO
 OE1719'THE EAST ARE RAPIDLY GROWING INTO ASPEN TREE COVER.  I SET A SIGHT
 OE1719'STAFF OVER STATION AND ENCLOSED BASE WITH A CAIRN OF STONES.
 OE1719'
 OE1719'DISTANCE AND DIRECTION FROM NEAREST TOWN--S.W. OF NORTH RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1764 ***********************************************************************
 NB1764  DESIGNATION -  BURKE
 NB1764  PID         -  NB1764
 NB1764  STATE/COUNTY-  NY/ONONDAGA
 NB1764  USGS QUAD   -  SPAFFORD (1955)
 NB1764
 NB1764                         *CURRENT SURVEY CONTROL
 NB1764  ___________________________________________________________________
 NB1764* NAD 83(1996)-  42 50 39.11370(N)    076 17 34.01910(W)     ADJUSTED  
 NB1764* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 NB1764  ___________________________________________________________________
 NB1764  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 NB1764  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB1764
 NB1764  HORZ ORDER  -  FIRST
 NB1764
 NB1764.The horizontal coordinates were established by classical geodetic methods
 NB1764.and adjusted by the National Geodetic Survey in January 1999..
 NB1764
 NB1764.The orthometric height was scaled from a topographic map.
 NB1764
 NB1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1764
 NB1764.The geoid height was determined by GEOID03.
 NB1764
 NB1764;                    North         East     Units Scale Factor Converg.
 NB1764;SPC NY C     -   315,903.854   273,750.044   MT  0.99994444   +0 11 51.3
 NB1764;SPC NY C     - 1,036,427.89    898,128.27   sFT  0.99994444   +0 11 51.3
 NB1764;UTM  18      - 4,744,324.007   394,360.845   MT  0.99973729   -0 52 45.1
 NB1764
 NB1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1764!SPC NY C     -   0.99992477  x   0.99994444  =   0.99986922
 NB1764!UTM  18      -   0.99992477  x   0.99973729  =   0.99966208
 NB1764
 NB1764:                Primary Azimuth Mark                     Grid Az
 NB1764:SPC NY C     -  SYRACUSE TV STATION WHEN MAST            050 16 10.3
 NB1764:UTM  18      -  SYRACUSE TV STATION WHEN MAST            051 20 46.7
 NB1764
 NB1764|---------------------------------------------------------------------|
 NB1764| PID    Reference Object                     Distance      Geod. Az  |
 NB1764|                                                           dddmmss.s |
 NB1764| NB1736 SYRACUSE TV STATION WHEN MAST       APPROX.19.4 KM 0502801.6 |
 NB1764| NB1740 SYRACUSE TV STA MAST                APPROX.18.2 KM 0513549.6 |
 NB1764| CZ7589 BURKE RM 3                                         09832     |
 NB1764| CZ7587 BURKE RM 1                           49.073 METERS 10749     |
 NB1764| CZ7590 BURKE RM 4                                         11531     |
 NB1764| CZ7591 BURKE RM 5 AZIMUTH                                 1740734.6 |
 NB1764| CZ7586 BURKE AZ MK                                        1772934.0 |
 NB1764| CZ7588 BURKE RM 2                           32.153 METERS 23237     |
 NB1764|---------------------------------------------------------------------|
 NB1764
 NB1764                          SUPERSEDED SURVEY CONTROL
 NB1764
 NB1764  NAD 83(1986)-  42 50 39.11939(N)    076 17 34.01759(W) AD(       ) 1
 NB1764  NAD 27      -  42 50 38.87500(N)    076 17 35.26700(W) AD(       ) 1
 NB1764
 NB1764.Superseded values are not recommended for survey control.
 NB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1764.See file dsdata.txt to determine how the superseded data were derived.
 NB1764
 NB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9436144324(NAD 83)
 NB1764_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1764
 NB1764  HISTORY     - Date     Condition        Report By
 NB1764  HISTORY     - 1934     MONUMENTED       CGS
 NB1764  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NB1764  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1764
 NB1764                          STATION DESCRIPTION
 NB1764
 NB1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 NB1764'THE STATION IS 2.5 MILES BY ROAD NW OF SPAFFORD, NEW YORK, AND
 NB1764'3 MILES SE OF BORODINO, NEW YORK.  ON A HIGH BARE HILL BETWEEN
 NB1764'LAKES OTISCO, AND SKANEATELES.  ABOUT 1 MILE NW OF THE SE END OF
 NB1764'LAKE OTISCO, AND ABOUT 0.4 MILE NE OF STATE HIGHWAY 41.  IT IS
 NB1764'ON THE PROPERTY OWNED BY MR. JAMES B. BURKE.
 NB1764'
 NB1764'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NB1764'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1764'
 NB1764'REFERENCE MARK NO.1 IS 161.20 FEET (SLOPE) ESE OF THE
 NB1764'STATION.  IN THE CORNER OF THE OLD WIRE FENCE, AT THE POINT
 NB1764'WHERE THE E-W FENCE MEETS THE N-S FENCE.  THE MARK PROJECTS
 NB1764'3 INCHES ABOVE THE GROUND.
 NB1764'
 NB1764'REFERENCE MARK NO.2 IS 105.55 FEET SW OF THE STATION, IN THE
 NB1764'OLD E-W WIRE FENCE.  123 FEET E OF THE OLD MAPLE TREE IN THE
 NB1764'FENCE.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 NB1764'
 NB1764'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE S OF THE STATION.  ON
 NB1764'THE NE SIDE OF HIGHWAY 41.  20 FEET NE OF THE CENTER LINE OF THE
 NB1764'HIGHWAY.  125 FEET NW OF A SMALL CULVERT UNDER THE HIGHWAY.  THE
 NB1764'MARK PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS IN THE
 NB1764'FENCE LINE THAT PARALLELS THE HIGHWAY.
 NB1764'
 NB1764'TO REACH THE STATION FROM SPAFFORD, NEW YORK, WHICH IS A SMALL
 NB1764'VILLAGE 15 MILES NW OF CORTLAND, NEW YORK, ON STATE HIGHWAY 41,
 NB1764'GO 2.5 MILES NW ON NO.41 (TOWARDS BORODINO) TO A T-ROAD LEFT,
 NB1764'WITH A LARGE BARN-LIKE BUILDING IN THE NW ANGLE.  JUST OPPOSITE
 NB1764'THE BUILDING, AND ON THE NE SIDE OF THE HIGHWAY IS A GATE OPENING
 NB1764'INTO A PASTURE.  TURN RIGHT (NE) INTO THE PASTURE AND GO 0.4
 NB1764'MILE NE TO THE TOP OF THE HILL TO THE STATION.  THE STATION IS
 NB1764'59 FEET N OF AN OLD E-W FENCE.  219 FEET ENE OF AN OLD MAPLE
 NB1764'TREE IN THE FENCE.  THE MARK PROJECTS 3 INCHES ABOVE THE
 NB1764'GROUND.
 NB1764'
 NB1764'64-FOOT TOWER NECESSARY.
 NB1764
 NB1764                          STATION RECOVERY (1942)
 NB1764
 NB1764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1764'THE STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AND FOUND
 NB1764'IN GOOD CONDITION.  DUE TO SOME MINOR CHANGES, FOLLOWING IS A
 NB1764'NEW DESCRIPTION--
 NB1764'
 NB1764'THE STATION IS LOCATED ABOUT 3.0 MILES SE OF BORODINE, 2.5
 NB1764'MILES NW OF SPAFFORD, ON A HIGH BARE HILL BETWEEN LAKES OTISCO,
 NB1764'AND SKANEATELES, AND ON PROPERTY OWNED BY JAMES B. BURKE.  IT IS
 NB1764'ABOUT 0.4 MILE NE OF STATE ROUTE 41.  THE DISK IS STAMPED BURKE
 NB1764'1934, AND PROJECTS 4 INCHES.  NOTES 1A AND 7A.
 NB1764'
 NB1764'REFERENCE MARK NO.1 IS SSE OF THE STATION, 1 FOOT N OF THE
 NB1764'OLD FENCE CORNER POST.  THE DISK IS STAMPED BURKE NO.1 1934, AND
 NB1764'PROJECTS 4 INCHES.  NOTE 11A.
 NB1764'
 NB1764'REFERENCE MARK NO.2 IS WSW OF THE STATION, SET IN THE OLD FENCE
 NB1764'LINE.  THE DISK IS STAMPED BURKE NO.2 1934, AND PROJECTS 8
 NB1764'INCHES.  NOTE 11A.
 NB1764'
 NB1764'THE AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION, 20 FEET
 NB1764'NE OF THE CENTER OF STATE ROUTE 41, AND 125 FEET NW OF A SMALL
 NB1764'CULVERT UNDER THE HIGHWAY.  THE DISK IS STAMPED BURKE 1934, AND
 NB1764'PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO BACK TO STATE
 NB1764'ROUTE 41.  TURN LEFT AND GO S ON 41 FOR 0.4 MILE TO THE MARK ON
 NB1764'THE LEFT SIDE.  NOTE 11A.
 NB1764'
 NB1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NB1764'STATE ROUTE 41 AT THE E EDGE OF THE TOWN OF SKANEATELES.  GO S
 NB1764'ON STATE ROUTE 41 FOR 7.55 MILES TO THE JUNCTION OF STATE ROUTES
 NB1764'41 AND 174.  CONTINUE S ON 41 FOR 2.5 MILES TO THE TOP OF THE HILL
 NB1764'AND A TRIANGULAR-BLAZED TREE LEFT AND A FARM ROAD.  TURN LEFT
 NB1764'ON FARM ROAD AND GO E ACROSS FIELD FOR 0.35 MILE TO THE HIGHEST
 NB1764'POINT AND STATION.
 NB1764
 NB1764                          STATION RECOVERY (1974)
 NB1764
 NB1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NB1764'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE
 NB1764'MARK 1 WAS RECOVERED AND HAS BEEN HIT BY FARM MACHINERY, THE
 NB1764'SURFACE MARK AND REFERENCE MARK 2 WERE DESTROYED BY FARM MACHINERY
 NB1764'AND THE AZIMUTH MARK HAD BEEN DESTROYED BY WIDENING OF ROAD.  A
 NB1764'NEW SURFACE MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND
 NB1764'REFERENCE MARK 5 AZ WERE ESTABLISHED AT THIS TIME.
 NB1764'
 NB1764'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF BORODINO, ABOUT 2-1/2
 NB1764'MILES NORTHWEST OF SPAFFORD, IN AN OPEN CULTIVATED FIELD WHICH IS
 NB1764'OWNED AND FARMED BY MR. GEORGE FESCO TELEPHONE 607-749-2769 AND
 NB1764'LIVES ON FARM ABOUT 150 YARDS SOUTH OF THE AZIMUTH MARK.
 NB1764'
 NB1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NB1764'STATE HIGHWAY 41 IN THE EAST EDGE OF SKANEATELES, GO SOUTH ON STATE
 NB1764'HIGHWAY 41 FOR 7.5 MILES TO THE JUNCTION OF STATE HIGHWAY 174 IN
 NB1764'BORODINO, CONTINUE SOUTH ON STATE HIGHWAY 41 FOR 2.6 MILES TO A
 NB1764'SIDE ROAD LEFT.  (TO REACH AZIMUTH MARK (RM 5) FROM HERE, CONTINUE
 NB1764'SOUTH FOR 0.25 MILE TO THE MARK ON THE RIGHT).  TURN LEFT, GO
 NB1764'SOUTHEASTERLY ON STANTON ROAD FOR 0.15 MILE, TURN LEFT, GO
 NB1764'NORTH ON FIELD ROAD ALONG WEST SIDE OF TREE FOR 0.45 MILE
 NB1764'TO TOP OF HILL AND STATION ON LEFT ON THE HIGHEST POINT OF OPEN
 NB1764'FIELD.
 NB1764'
 NB1764'STATION DISK IS SET IN TOP OF 14 INCH CONCRETE MONUMENT SET
 NB1764'FLUSH WITH GROUND AND IS STAMPED BURKE 1934 1974.  IT IS ON THE
 NB1764'HIGHEST PART OF OPEN CULTIVATED FIELD.  THE UNDERGROUND MARK IS
 NB1764'ABOUT 2 FEET BELOW THE SURFACE AND IS STAMPED BURKE 1934.
 NB1764'
 NB1764'REFERENCE MARK 1 IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT
 NB1764'PROJECTING ABOUT 8 INCHES AND IS STAMPED BURKE NO 1 1934.  THIS
 NB1764'MARK WILL BE DESTROYED SOMETIME IN THE FUTURE AS THE PROPERTY
 NB1764'OWNER IS GOING TO CLEAR ALL THE TREES AND BRUSH IN AREA AND MARK
 NB1764'WOULD BE SETTING IN MIDDLE OF FIELD.
 NB1764'
 NB1764'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A CONCRETE
 NB1764'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BURKE NO 3 1934
 NB1764'1974.  IT IS 1.5 FEET SOUTH OF WITNESS POST AND IS AT THE EDGE
 NB1764'OF SOME SMALL TREES EAST OF THE STATION.
 NB1764'
 NB1764'REFERENCE MARK 4 A STANDARD DISK SET IN TOP OF A CONCRETE MONUMENT
 NB1764'FLUSH WITH THE GROUND AND IS STAMPED BURKE NO 1934 1974.  IT IS 1.5
 NB1764'FEET NORTH OF WITNESS POST AND IS AT THE EDGE OF SOME SMALL TREES
 NB1764'AND BRUSH EAST-SOUTHEAST OF STATION.
 NB1764'
 NB1764'REFERENCE MARK 5 IS A STANDARD DISK SET IN TOP OF 12 INCH CONCRETE
 NB1764'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BURKE NO 5 AZ 1934
 NB1764'1974.  IT IS 109 FEET NORTH OF A SMALL CONCRETE CULVERT, 28 FEET
 NB1764'WEST OF CENTER OF STATE HIGHWAY 41, 2 FEET NORTH OF WITNESS POST
 NB1764'AND 1 FOOT EAST OF FENCE.
 NB1764'
 NB1764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1764'3 MILE SOUTHEAST OF BORODINO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3851 ***********************************************************************
 AB3851  CBN         -  This is a Cooperative Base Network Control Station.
 AB3851  DESIGNATION -  BURNHAM
 AB3851  PID         -  AB3851
 AB3851  STATE/COUNTY-  NY/JEFFERSON
 AB3851  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 AB3851
 AB3851                         *CURRENT SURVEY CONTROL
 AB3851  ___________________________________________________________________
 AB3851* NAD 83(1996)-  44 09 51.33696(N)    076 15 27.71365(W)     ADJUSTED  
 AB3851* NAVD 88     -        89.2    (meters)     293.     (feet)  GPS OBS   
 AB3851  ___________________________________________________________________
 AB3851  X           -   1,088,673.179 (meters)                     COMP
 AB3851  Y           -  -4,451,630.654 (meters)                     COMP
 AB3851  Z           -   4,421,240.877 (meters)                     COMP
 AB3851  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 AB3851  ELLIP HEIGHT-          55.06  (meters)          (09/18/02) GPS OBS
 AB3851  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AB3851
 AB3851  HORZ ORDER  -  B
 AB3851  ELLP ORDER  -  FOURTH    CLASS II
 AB3851
 AB3851.The horizontal coordinates were established by GPS observations
 AB3851.and adjusted by the National Geodetic Survey in July 1997..
 AB3851
 AB3851.The orthometric height was determined by GPS observations and a
 AB3851.high-resolution geoid model.
 AB3851
 AB3851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3851
 AB3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3851
 AB3851.The ellipsoidal height was determined by GPS observations
 AB3851.and is referenced to NAD 83.
 AB3851
 AB3851.The geoid height was determined by GEOID03.
 AB3851
 AB3851;                    North         East     Units Scale Factor Converg.
 AB3851;SPC NY C     -   462,567.584   276,044.163   MT  0.99994584   +0 13 36.8
 AB3851;SPC NY C     - 1,517,607.15    905,654.89   sFT  0.99994584   +0 13 36.8
 AB3851;UTM  18      - 4,890,886.130   399,443.522   MT  0.99972436   -0 52 34.8
 AB3851
 AB3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3851!SPC NY C     -   0.99999137  x   0.99994584  =   0.99993721
 AB3851!UTM  18      -   0.99999137  x   0.99972436  =   0.99971573
 AB3851
 AB3851                          SUPERSEDED SURVEY CONTROL
 AB3851
 AB3851  ELLIP H (07/24/97)   55.13   (m)                       GP(       ) 1 1
 AB3851  NAD 83(1992)-  44 09 51.33585(N)    076 15 27.71301(W) AD(       ) B
 AB3851  NAD 83(1992)-  44 09 51.33590(N)    076 15 27.71312(W) AD(       ) B
 AB3851  ELLIP H (06/10/96)   55.08   (m)                       GP(       ) 1 1
 AB3851
 AB3851.Superseded values are not recommended for survey control.
 AB3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3851.See file dsdata.txt to determine how the superseded data were derived.
 AB3851
 AB3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9944490886(NAD 83)
 AB3851_MARKER: DD = SURVEY DISK
 AB3851_SETTING: 66 = SET IN ROCK OUTCROP
 AB3851_STAMPING: BURNHAM CBN 1995
 AB3851_MARK LOGO: NYDT  
 AB3851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3851+STABILITY: POSITION/ELEVATION WELL
 AB3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3851+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AB3851
 AB3851  HISTORY     - Date     Condition        Report By
 AB3851  HISTORY     - 1995     MONUMENTED       NYDT
 AB3851  HISTORY     - 20010716 GOOD             NYDT
 AB3851
 AB3851                          STATION DESCRIPTION
 AB3851
 AB3851'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3851'THE STATION IS LOCATED ABOUT 7 KM (4.3 MI) NORTHEAST OF THE VILLAGE OF
 AB3851'CAPE VINCENT ON STATE HIGHWAY 12E, ON THE TOP OF A LONG ROCK CUT.  TO
 AB3851'REACH THE STATION FROM THE CENTER OF CAPE VINCENT, GO NORTHEAST ON
 AB3851'HIGHWAY 12E FOR 7 KM (4.3 MI) TO THE JUNCTION OF HELL STREET ON THE
 AB3851'RIGHT AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD DISK SET
 AB3851'IN A DRILL HOLE IN A HIGHWAY ROCK CUT.  IT IS 47.3 M (155.2 FT) WEST
 AB3851'FROM REFERENCE MARKER 12E/7301/2290, 45.4 M (148.9 FT) NORTHEAST FROM
 AB3851'UTILITY POLE NM 1/2 A-16 1, AND 16.4 M (53.8 FT) NORTHWEST FROM THE
 AB3851'CENTERLINE OF THE HIGHWAY.
 AB3851
 AB3851                          STATION RECOVERY (2001)
 AB3851
 AB3851'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DEH)
 AB3851'RECOVERED AS DESCRIBED.
 AB3851'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0184 ***********************************************************************
 PJ0184  DESIGNATION -  BURNHAM PT
 PJ0184  PID         -  PJ0184
 PJ0184  STATE/COUNTY-  NY/JEFFERSON
 PJ0184  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0184
 PJ0184                         *CURRENT SURVEY CONTROL
 PJ0184  ___________________________________________________________________
 PJ0184* NAD 83(1996)-  44 09 50.50817(N)    076 15 52.08678(W)     ADJUSTED  
 PJ0184* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0184  ___________________________________________________________________
 PJ0184  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 PJ0184  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 PJ0184
 PJ0184  HORZ ORDER  -  THIRD
 PJ0184
 PJ0184.The horizontal coordinates were established by classical geodetic methods
 PJ0184.and adjusted by the National Geodetic Survey in January 1999..
 PJ0184.No horizontal observational check was made to the station.
 PJ0184
 PJ0184.The orthometric height was scaled from a topographic map.
 PJ0184
 PJ0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0184
 PJ0184.The geoid height was determined by GEOID03.
 PJ0184
 PJ0184;                    North         East     Units Scale Factor Converg.
 PJ0184;SPC NY C     -   462,539.883   275,502.775   MT  0.99994550   +0 13 19.8
 PJ0184;SPC NY C     - 1,517,516.27    903,878.69   sFT  0.99994550   +0 13 19.8
 PJ0184;UTM  18      - 4,890,868.861   398,901.821   MT  0.99972570   -0 52 51.8
 PJ0184
 PJ0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0184!SPC NY C     -   0.99999342  x   0.99994550  =   0.99993892
 PJ0184!UTM  18      -   0.99999342  x   0.99972570  =   0.99971912
 PJ0184
 PJ0184                          SUPERSEDED SURVEY CONTROL
 PJ0184
 PJ0184  NAD 83(1986)-  44 09 50.51150(N)    076 15 52.08130(W) AD(       ) 3
 PJ0184
 PJ0184.Superseded values are not recommended for survey control.
 PJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0184.See file dsdata.txt to determine how the superseded data were derived.
 PJ0184
 PJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9890290869(NAD 83)
 PJ0184_MARKER: H = DRILL HOLE
 PJ0184_SETTING: 0 = UNSPECIFIED SETTING
 PJ0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0184
 PJ0184  HISTORY     - Date     Condition        Report By
 PJ0184  HISTORY     - 1985     MONUMENTED       NOS
 PJ0184  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 PJ0184
 PJ0184                          STATION DESCRIPTION
 PJ0184
 PJ0184'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0184'THE STATION IS LOCATED ON BURNHAM POINT STATE PARK NEAR
 PJ0184'THE NORTHEASTERN CORNER OF THE EASTERLY OF TWO L SHAPED
 PJ0184'CONCRETE PIERS.
 PJ0184'
 PJ0184'TO REACH THE STATION FROM CAPE VINCENT DRIVE NORTHEASTERLY
 PJ0184'ON STATE HIGHWAY 12E FOR APPROXIMATELY 4.0 MILES TO THE AREA
 PJ0184'OF THE BURNHAM POINT STATE PARK AND THE STATION ON THE
 PJ0184'EASTERLY OF TWO CONCRETE PIERS.
 PJ0184'
 PJ0184'THE STATION IS A THREE QUARTER INCH HOLE IN THE CONCRETE
 PJ0184'PIER.  IT IS LOCATED 1.20 METERS (3.95 FEET) NORTH FROM THE
 PJ0184'SOUTH FACE OF THE PIER, 1.07 METERS (3.50 FEET) SOUTH FROM
 PJ0184'THE NORTH FACE OF THE PIER, AND 1.06 METERS (3.47 FEET)
 PJ0184'WEST FROM THE EAST FACE OF THE PIER.
 PJ0184'
 PJ0184'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0184'
 PJ0184'DESCRIBED BY M JOHNSON.
 PJ0184
 PJ0184                          STATION RECOVERY (1995)
 PJ0184
 PJ0184'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1028 ***********************************************************************
 PH1028  DESIGNATION -  BURNS
 PH1028  PID         -  PH1028
 PH1028  STATE/COUNTY-  NY/ST LAWRENCE
 PH1028  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1028
 PH1028                         *CURRENT SURVEY CONTROL
 PH1028  ___________________________________________________________________
 PH1028* NAD 83(1986)-  44 48 27.     (N)    075 18 59.     (W)     SCALED    
 PH1028* NAVD 88     -        82.188  (meters)     269.65   (feet)  ADJUSTED  
 PH1028  ___________________________________________________________________
 PH1028  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 PH1028  DYNAMIC HT  -          82.184 (meters)     269.63  (feet)  COMP
 PH1028  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 PH1028
 PH1028  VERT ORDER  -  FIRST     CLASS 0
 PH1028
 PH1028.The horizontal coordinates were scaled from a topographic map and have
 PH1028.an estimated accuracy of +/- 6 seconds.
 PH1028
 PH1028.The orthometric height was determined by differential leveling
 PH1028.and adjusted by the National Geodetic Survey in June 1991..
 PH1028
 PH1028.The geoid height was determined by GEOID03.
 PH1028
 PH1028.The dynamic height is computed by dividing the NAVD 88
 PH1028.geopotential number by the normal gravity value computed on the
 PH1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1028.degrees latitude (g = 980.6199 gals.).
 PH1028
 PH1028.The modeled gravity was interpolated from observed gravity values.
 PH1028
 PH1028;                    North         East    Units  Estimated Accuracy
 PH1028;SPC NY E     -   663,810.       85,420.      MT  (+/- 180 meters Scaled)
 PH1028
 PH1028                          SUPERSEDED SURVEY CONTROL
 PH1028
 PH1028  NGVD 29 (??/??/92)   82.31   (m)          270.0    (f) COMPUTED    1 0
 PH1028
 PH1028.Superseded values are not recommended for survey control.
 PH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1028.See file dsdata.txt to determine how the superseded data were derived.
 PH1028
 PH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ749616(NAD 83)
 PH1028_MARKER: Z = SEE DESCRIPTION
 PH1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1028_SP_SET: ROD
 PH1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1028
 PH1028  HISTORY     - Date     Condition        Report By
 PH1028  HISTORY     - UNK      MONUMENTED       USLS
 PH1028  HISTORY     - 1969     GOOD             USLS
 PH1028  HISTORY     - 19920719 GOOD             USPSQD
 PH1028
 PH1028                          STATION DESCRIPTION
 PH1028
 PH1028'DESCRIBED BY US LAKE SURVEY 1969
 PH1028'IN OGDENSBURG.
 PH1028'IS IN ST. LAWRENCE COUNTY, NEW YORK, 11.8 MILES DOWNRIVER FROM
 PH1028'INTERSECTION OF HIGHWAYS 37 AND 87 JUST SOUTHEAST OF OGDENSBURG, ON
 PH1028'SOUTH SIDE OF HIGHWAY 37, ABOUT 515 FEET DOWNRIVER FROM 1-1/2 STORY
 PH1028'FRAME FARM DWELLING OF MR. BURNS, AT THE SOUTHWEST CORNER OF AN
 PH1028'INTERSECTION OF HIGHWAY 37 AND KEYSTONE ROAD, 23.0 FEET SOUTH OF SOUTH
 PH1028'EDGE OF PAVEMENT, 9.9 FEET UPRIVER FROM A 36-INCH ELM, 5.7 FEET
 PH1028'DOWNRIVER FROM A 9-INCH ELM, JUST BELOW THE GROUND SURFACE, BEING
 PH1028'HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 10 FEET LONG.
 PH1028
 PH1028                          STATION RECOVERY (1992)
 PH1028
 PH1028'RECOVERY NOTE BY US POWER SQUADRON 1992 (JWW)
 PH1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2135 ***********************************************************************
 PG2135  DESIGNATION -  BURNT HILL
 PG2135  PID         -  PG2135
 PG2135  STATE/COUNTY-  NY/CLINTON
 PG2135  USGS QUAD   -  DANNEMORA (1966)
 PG2135
 PG2135                         *CURRENT SURVEY CONTROL
 PG2135  ___________________________________________________________________
 PG2135* NAD 83(1996)-  44 38 20.83609(N)    073 39 44.23094(W)     ADJUSTED  
 PG2135* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 PG2135  ___________________________________________________________________
 PG2135  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 PG2135  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 PG2135
 PG2135  HORZ ORDER  -  SECOND
 PG2135
 PG2135.The horizontal coordinates were established by classical geodetic methods
 PG2135.and adjusted by the National Geodetic Survey in January 1999..
 PG2135
 PG2135.The orthometric height was scaled from a topographic map.
 PG2135
 PG2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2135
 PG2135.The geoid height was determined by GEOID03.
 PG2135
 PG2135;                    North         East     Units Scale Factor Converg.
 PG2135;SPC NY E     -   645,115.766   216,457.761   MT  0.99995430   +0 35 19.1
 PG2135;SPC NY E     - 2,116,517.31    710,161.84   sFT  0.99995430   +0 35 19.1
 PG2135;UTM  18      - 4,943,732.899   606,092.161   MT  0.99973841   +0 56 24.1
 PG2135
 PG2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2135!SPC NY E     -   0.99993959  x   0.99995430  =   0.99989389
 PG2135!UTM  18      -   0.99993959  x   0.99973841  =   0.99967802
 PG2135
 PG2135:                Primary Azimuth Mark                     Grid Az
 PG2135:SPC NY E     -  BURNT HILL AZ MK                         003 36 25.3
 PG2135:UTM  18      -  BURNT HILL AZ MK                         003 15 20.3
 PG2135
 PG2135|---------------------------------------------------------------------|
 PG2135| PID    Reference Object                     Distance      Geod. Az  |
 PG2135|                                                           dddmmss.s |
 PG2135| DA4922 BURNT HILL AZ MK                                   0041144.4 |
 PG2135| PG2137 CADYVILLE ST JAMES CATH CH          APPROX. 7.0 KM 0174940.4 |
 PG2135| DA4923 BURNT HILL RM 1                      17.783 METERS 17013     |
 PG2135| DA4924 BURNT HILL RM 2                      21.642 METERS 27410     |
 PG2135| PG2136 DANNEMORA CLINTON PRIS PWR HSE      APPROX.10.0 KM 3323447.7 |
 PG2135|---------------------------------------------------------------------|
 PG2135
 PG2135                          SUPERSEDED SURVEY CONTROL
 PG2135
 PG2135  NAD 83(1996)-  44 38 20.83771(N)    073 39 44.23127(W) AD(       ) 2
 PG2135  NAD 83(1992)-  44 38 20.83734(N)    073 39 44.23194(W) AD(       ) 2
 PG2135  NAD 83(1986)-  44 38 20.84244(N)    073 39 44.23295(W) AD(       ) 2
 PG2135  NAD 27      -  44 38 20.68800(N)    073 39 45.73000(W) AD(       ) 2
 PG2135
 PG2135.Superseded values are not recommended for survey control.
 PG2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2135.See file dsdata.txt to determine how the superseded data were derived.
 PG2135
 PG2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0609243733(NAD 83)
 PG2135_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2135
 PG2135  HISTORY     - Date     Condition        Report By
 PG2135  HISTORY     - 1942     MONUMENTED       CGS
 PG2135  HISTORY     - 1963     SEE DESCRIPTION  CGS
 PG2135
 PG2135                          STATION DESCRIPTION
 PG2135
 PG2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2135'THE STATION IS ON THE ARMY MANEUVER GROUNDS, ABOUT 5.25 MILES W
 PG2135'OF SCHUYLER FALLS AND AT THE NE END OF A LONG TIMBERED HILL
 PG2135'KNOWN AS BURNT HILL.  IT IS 30 FEET W OF THE CENTER LINE OF A
 PG2135'N-S TRACK ROAD AND 5 FEET NW OF A WHITE REFERENCE POST.  IT IS
 PG2135'STAMPED BURNT HILL 1942 AND PROJECTS 4 INCHES.
 PG2135'
 PG2135'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 PG2135'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PG2135'
 PG2135'REFERENCE MARK NO. 1 IS S BY E OF THE STATION AND ABOUT
 PG2135'35 FEET W OF THE CENTER LINE OF THE TRACK ROAD.  IT IS STAMPED
 PG2135'BURNT HILL NO. 1 1942 AND PROJECTS 6 INCHES.
 PG2135'
 PG2135'REFERENCE MARK NO. 2 IS W OF THE STATION AND ABOUT 100 FEET W
 PG2135'OF THE CENTER LINE OF THE TRACK ROAD.  IT IS STAMPED BURNT HILL
 PG2135'NO. 2 1942 AND PROJECTS ABOUT 6 INCHES.
 PG2135'
 PG2135'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 0.05 MILE
 PG2135'E OF THE N-S TRACK ROAD AND AT THE W END OF AN ABANDONED HOUSE,
 PG2135'ABOUT 4 FEET NW OF THE SW CORNER.  IT IS STAMPED BURNT HILL
 PG2135'1942 AND PROJECTS 4 INCHES.
 PG2135'
 PG2135'TO REACH THE STATION FROM NEW YORK HIGHWAY 22B IN SCHUYLER
 PG2135'FALLS TURN W OFF THE HIGHWAY AT THE METHODIST CHURCH AND GO
 PG2135'2.7 MILES TO A CROSSROADS AT ARMY BUILDINGS AND KEEP STRAIGHT
 PG2135'AHEAD, WESTERLY.  GO 1.5 MILES AND TURN RIGHT ON A TRAIL ROAD
 PG2135'LEADING N.  GO 1.4 MILES TO THE SUMMIT OF THE HILL AND THE
 PG2135'STATION ON THE W SIDE OF THE ROAD.
 PG2135'
 PG2135'A 64-FOOT SIGNAL AT RAND HILL IS VISIBLE AT 77 FEET.  A
 PG2135'77-FOOT SIGNAL AT HOTEL IS VISIBLE AT 77 FEET.  A 90-FOOT
 PG2135'SIGNAL AT PLATTSBURG N BASE IS VISIBLE AT 77 FEET.
 PG2135'
 PG2135'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PG2135
 PG2135                          STATION RECOVERY (1963)
 PG2135
 PG2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 PG2135'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 PG2135'FOLLOWS.  TO REACH THE STATION FROM NEW YORK ROUTE 22B IN
 PG2135'SCHUYLER FALLS TURN WEST OFF 22B AT THE METHODIST CHURCH
 PG2135'(MACOMB RESERVATION ROAD) AND GO 4.3 MILES, TURN NORTH ON
 PG2135'BLACKTOP ROAD WHICH BECOMES GRAVEL SURFACED AND GO 0.4 MILE TO
 PG2135'T INTERSECTION, TURN WEST AT T INTERSECTION WHICH IS A GRAVEL
 PG2135'ROAD THAT BECOMES BLACKTOP SURFACED AND GO 0.8 MILE TO A TRAIL
 PG2135'TO THE LEFT, TURN NORTH ON THE TRAIL AND GO 1.3 MILES TO THE
 PG2135'STATION.  THE STATION IS 25 FEET SOUTHWEST OF A 3-1/2 FOOT
 PG2135'BOULDER AND 23 FEET SOUTHWEST OF A BLAZE IN A 18 INCH FORKED
 PG2135'BIRCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0969 ***********************************************************************
 OG0969  DESIGNATION -  BURR SUB IBC
 OG0969  PID         -  OG0969
 OG0969  STATE/COUNTY-  NY/NIAGARA
 OG0969  USGS QUAD   -  
 OG0969
 OG0969                         *CURRENT SURVEY CONTROL
 OG0969  ___________________________________________________________________
 OG0969* NAD 83(1996)-  43 06 51.91906(N)    079 03 31.86884(W)     ADJUSTED  
 OG0969* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 OG0969  ___________________________________________________________________
 OG0969  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OG0969  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OG0969
 OG0969  HORZ ORDER  -  THIRD
 OG0969
 OG0969.The horizontal coordinates were established by classical geodetic methods
 OG0969.and adjusted by the National Geodetic Survey in January 1999..
 OG0969
 OG0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0969
 OG0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0969
 OG0969.The geoid height was determined by GEOID03.
 OG0969
 OG0969;                    North         East     Units Scale Factor Converg.
 OG0969;SPC NY W     -   345,990.570   311,300.126   MT  0.99995592   -0 19 30.0
 OG0969;SPC NY W     - 1,135,137.40  1,021,323.83   sFT  0.99995592   -0 19 30.0
 OG0969;UTM  17      - 4,775,350.072   657,927.869   MT  0.99990683   +1 19 37.1
 OG0969
 OG0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0969!SPC NY W     -   0.99997975  x   0.99995592  =   0.99993567
 OG0969!UTM  17      -   0.99997975  x   0.99990683  =   0.99988658
 OG0969
 OG0969:                Primary Azimuth Mark                     Grid Az
 OG0969:SPC NY W     -  CUSTOM IBC                               153 33 18.2
 OG0969:UTM  17      -  CUSTOM IBC                               151 54 11.1
 OG0969
 OG0969|---------------------------------------------------------------------|
 OG0969| PID    Reference Object                     Distance      Geod. Az  |
 OG0969|                                                           dddmmss.s |
 OG0969| OG0957 CUSTOM IBC                          APPROX. 0.6 KM 1531348.2 |
 OG0969| OG1048 RAPID IBC                           408.129 METERS 1980352.7 |
 OG0969| OG1052 REF MON 16 41 IWC                   297.096 METERS 26438     |
 OG0969| OG1057 POOL SUB IBC                        APPROX. 0.8 KM 3163858.9 |
 OG0969|---------------------------------------------------------------------|
 OG0969
 OG0969                          SUPERSEDED SURVEY CONTROL
 OG0969
 OG0969  NAD 83(1986)-  43 06 51.92466(N)    079 03 31.86656(W) AD(       ) 3
 OG0969  NAD 27      -  43 06 51.72604(N)    079 03 32.70341(W) AD(       ) 3
 OG0969  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 OG0969
 OG0969.Superseded values are not recommended for survey control.
 OG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0969.See file dsdata.txt to determine how the superseded data were derived.
 OG0969
 OG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5792875350(NAD 83)
 OG0969_MARKER: DD = SURVEY DISK
 OG0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0969+STABILITY: SURFACE MOTION
 OG0969
 OG0969  HISTORY     - Date     Condition        Report By
 OG0969  HISTORY     - 1941     MONUMENTED       IBC
 OG0969  HISTORY     - 1971     GOOD             IBC
 OG0969  HISTORY     - 1973     GOOD             IBC
 OG0969
 OG0969                          STATION DESCRIPTION
 OG0969
 OG0969'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0969'ON THE UNITED STATES SIDE OF THE NIAGARA RIVER IN THE NORTH END OF
 OG0969'THE CITY OF NIAGARA FALLS, NEW YORK, ON THE TOP OF THE HIGH CLIFF
 OG0969'OVERLOOKING THE RIVER.  IT IS ABOUT 3/8 MILE NORTH OF THE WHIRLPOOL
 OG0969'RAPIDS BRIDGE, AND IS SITUATED ON PROPERTY OWNED BY THE NEW YORK
 OG0969'STATE PARK COMMISSION.  THE STATION IS WEST OF THE END OF CHESTNUT
 OG0969'STREET, ABOUT 15 FEET EAST OF THE EDGE OF THE CLIFF AND 6 FEET EAST
 OG0969'OF A GRAVEL FOOTPATH RUNNING ALONG THE EDGE.
 OG0969'
 OG0969'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0969'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0969'8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG0969'A BRONZE PLUG SET 18 INCHES UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0969'CONCRETE 8 INCHES IN DIAMETER AND 15 INCHES IN DEPTH.  THERE ARE
 OG0969'TWO REFERENCES.  NO 1 IS A DRILL HOLE IN THE EAST END OF A 2 BY 4
 OG0969'FOOT ROCK WHOSE TOP IS 1 FOOT ABOVE THE SURFACE OF THE GROUND.  NO 2
 OG0969'IS THE TOP OF THE SOUTH END OF THE IRON FENCE WHICH RUNS ALONG THE
 OG0969'WESTERN EDGE OF THE FOOTPATH.
 OG0969
 OG0969                          STATION RECOVERY (1971)
 OG0969
 OG0969'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0969'THE STATION AND REFERENCE NO 1 WERE RECOVERED AS DESCRIBED AND
 OG0969'FOUND IN GOOD CONDITION.  REFERENCE NO 2 WAS NOT RECOVERED.  AN ARROW
 OG0969'WAS CHISELED IN THE ROAD CURB 78.3 FEET EAST OF THE STATION.  THE
 OG0969'STATION IS 14.3 FEET EAST OF A STEEL, WITNESS POST WITH METAL SIGN
 OG0969'ATTACHED.
 OG0969
 OG0969                          STATION RECOVERY (1973)
 OG0969
 OG0969'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0969'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STEEL
 OG0969'WITNESS POST MENTIONED IN THE 1971 RECOVERY NOTE REMAINS, BUT THE
 OG0969'METAL SIGN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2227 ***********************************************************************
 MZ2227  DESIGNATION -  BUSH
 MZ2227  PID         -  MZ2227
 MZ2227  STATE/COUNTY-  NY/GREENE
 MZ2227  USGS QUAD   -  RAVENA (1980)
 MZ2227
 MZ2227                         *CURRENT SURVEY CONTROL
 MZ2227  ___________________________________________________________________
 MZ2227* NAD 83(1996)-  42 27 15.78425(N)    073 47 25.22077(W)     ADJUSTED  
 MZ2227* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 MZ2227  ___________________________________________________________________
 MZ2227  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MZ2227  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ2227
 MZ2227  HORZ ORDER  -  THIRD
 MZ2227
 MZ2227.The horizontal coordinates were established by classical geodetic methods
 MZ2227.and adjusted by the National Geodetic Survey in January 1999..
 MZ2227
 MZ2227.The orthometric height was scaled from a topographic map.
 MZ2227
 MZ2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2227
 MZ2227.The geoid height was determined by GEOID03.
 MZ2227
 MZ2227;                    North         East     Units Scale Factor Converg.
 MZ2227;SPC NY E     -   402,310.994   208,370.104   MT  0.99994191   +0 28 44.5
 MZ2227;SPC NY E     - 1,319,915.32    683,627.58   sFT  0.99994191   +0 28 44.5
 MZ2227;UTM  18      - 4,700,936.825   599,466.041   MT  0.99972172   +0 48 59.7
 MZ2227
 MZ2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2227!SPC NY E     -   0.99999870  x   0.99994191  =   0.99994061
 MZ2227!UTM  18      -   0.99999870  x   0.99972172  =   0.99972042
 MZ2227
 MZ2227:                Primary Azimuth Mark                     Grid Az
 MZ2227:SPC NY E     -  FIVE HOOK ISLAND LIGHT                   034 42 55.7
 MZ2227:UTM  18      -  FIVE HOOK ISLAND LIGHT                   034 22 40.5
 MZ2227
 MZ2227|---------------------------------------------------------------------|
 MZ2227| PID    Reference Object                     Distance      Geod. Az  |
 MZ2227|                                                           dddmmss.s |
 MZ2227| MZ2233 FIVE HOOK ISLAND LIGHT              APPROX. 1.2 KM 0351140.2 |
 MZ2227| MZ2219 SCHODACK LANDING AVIATION BCN       APPROX. 1.9 KM 0653010.7 |
 MZ2227| MZ2200 WEST DIKE A                         348.374 METERS 08347     |
 MZ2227| MZ2241 KNOB                                APPROX. 1.5 KM 0850430.6 |
 MZ2227| DA3150 BUSH RM 2                            15.185 METERS 10653     |
 MZ2227| DA3149 BUSH RM 1                             9.130 METERS 27232     |
 MZ2227|---------------------------------------------------------------------|
 MZ2227
 MZ2227                          SUPERSEDED SURVEY CONTROL
 MZ2227
 MZ2227  NAD 83(1996)-  42 27 15.78554(N)    073 47 25.22270(W) AD(       ) 3
 MZ2227  NAD 83(1996)-  42 27 15.78571(N)    073 47 25.22264(W) AD(       ) 3
 MZ2227  NAD 83(1992)-  42 27 15.78610(N)    073 47 25.22226(W) AD(       ) 3
 MZ2227  NAD 83(1992)-  42 27 15.78683(N)    073 47 25.22137(W) AD(       ) 3
 MZ2227  NAD 83(1986)-  42 27 15.78685(N)    073 47 25.22086(W) AD(       ) 3
 MZ2227  NAD 27      -  42 27 15.48300(N)    073 47 26.77800(W) AD(       ) 3
 MZ2227
 MZ2227.Superseded values are not recommended for survey control.
 MZ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2227.See file dsdata.txt to determine how the superseded data were derived.
 MZ2227
 MZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9946600937(NAD 83)
 MZ2227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2227
 MZ2227  HISTORY     - Date     Condition        Report By
 MZ2227  HISTORY     - 1934     MONUMENTED       CGS
 MZ2227  HISTORY     - 1979     GOOD             NGS
 MZ2227
 MZ2227                          STATION DESCRIPTION
 MZ2227
 MZ2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2227'ON W SIDE OF HUDSON RIVER APPROXIMATELY 1/2 MILE N OF NEW
 MZ2227'BALTIMORE ON E SIDE OF A HIGH HILL ABOUT HALFWAY UP SLOPE AND
 MZ2227'ABOUT 300 METERS W OF ROUTE 385.  IT IS LOCATED IN A LIGHTLY
 MZ2227'WOODED VICINITY AND IS 25 METERS N OF THE MOST NORTHERLY
 MZ2227'ROW OF APPLE TREES FORMING A SMALL ORCHARD.  THIS IS THE ONLY
 MZ2227'ORCHARD IN THE NEAR VICINITY.  STATION AND REFERENCE MARKS ARE
 MZ2227'STANDARD BRASS DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 MZ2227'1A AND 11A.
 MZ2227'
 MZ2227'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 MZ2227
 MZ2227                          STATION RECOVERY (1979)
 MZ2227
 MZ2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MZ2227'THE STATION MARK WAS RECOVERED.  THE CONCRETE POSTS FOR THE REFERENCE
 MZ2227'MARKS WERE FOUND WITH THE TOPS BROKEN OFF.  REFERENCE MARKS 3 AND 4
 MZ2227'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MZ2227'
 MZ2227'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF NEW BALTIMORE, ON THE
 MZ2227'WEST BANK OF THE HUDSON RIVER AND JUST NORTH OF A HOUSE OWNED BY
 MZ2227'MR. RICHARD D STRAUSS.  THE PROPERTY IS OWNED BY A MR. CRANDALL.
 MZ2227'
 MZ2227'TO REACH THE STATION FROM THE POST OFFICE IN NEW BALTIMORE, GO NORTH
 MZ2227'ON STATE HIGHWAY 144 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 MZ2227'GO WEST AND NORTH ON WHITE BIRCH LANE FOR 0.15 MILE TO THE END OF ROAD
 MZ2227'AND THE STATION ON THE LEFT, JUST NORTH OF MR. STRAUSS HOUSE.
 MZ2227'
 MZ2227'THE STATION MARK STAMPED---BUSH 1934---IS A STANDARD DISK SET IN THE
 MZ2227'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2227'GROUND.  IT IS 57 FEET NORTHEAST OF THE NORTHWEST CORNER OF HOUSE, 49
 MZ2227'FEET NORTH OF THE NORTHEAST CORNER OF HOUSE AND 40 FEET EAST OF A
 MZ2227'14-INCH OAK TREE.
 MZ2227'
 MZ2227'REFERENCE MARK 3 STAMPED---BUSH 1934 NO 3 1979---IS A STANDARD DISK
 MZ2227'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MZ2227'WITH THE GROUND.  IT IS 84 FEET NORTH OF THE NORTHEAST CORNER OF THE
 MZ2227'HOUSE, 64 FEET NORTHEAST OF THE 14-INCH OAK TREE AND 11 FEET SOUTH OF
 MZ2227'A TWIN TRUNK TREE.
 MZ2227'
 MZ2227'REFERENCE MARK 4 STAMPED---BUSH 1934 NO 4 1979---IS A STANDARD DISK
 MZ2227'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MZ2227'WITH THE GROUND.  IT IS 74 FEET NORTH OF THE CENTER OF DRIVEWAY
 MZ2227'LEADING TO HOUSE, 62 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 MZ2227'HOUSE AND 1.5 FEET SOUTHEAST OF A 4-INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2461 ***********************************************************************
 KU2461  DESIGNATION -  BUSS 1950
 KU2461  PID         -  KU2461
 KU2461  STATE/COUNTY-  NY/SUFFOLK
 KU2461  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2461
 KU2461                         *CURRENT SURVEY CONTROL
 KU2461  ___________________________________________________________________
 KU2461* NAD 83(1996)-  40 38 21.95461(N)    073 19 37.60028(W)     ADJUSTED  
 KU2461* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU2461  ___________________________________________________________________
 KU2461  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KU2461  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU2461
 KU2461  HORZ ORDER  -  SECOND
 KU2461
 KU2461.The horizontal coordinates were established by classical geodetic methods
 KU2461.and adjusted by the National Geodetic Survey in January 1999..
 KU2461
 KU2461.The orthometric height was scaled from a topographic map.
 KU2461
 KU2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2461
 KU2461.The geoid height was determined by GEOID03.
 KU2461
 KU2461;                    North         East     Units Scale Factor Converg.
 KU2461;SPC NY L     -    52,717.064   356,920.550   MT  1.00000163   +0 26 24.4
 KU2461;SPC NY L     -   172,955.90  1,170,996.84   sFT  1.00000163   +0 26 24.4
 KU2461;UTM  18      - 4,500,077.047   641,459.513   MT  0.99984631   +1 05 23.0
 KU2461
 KU2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2461!SPC NY L     -   1.00000435  x   1.00000163  =   1.00000598
 KU2461!UTM  18      -   1.00000435  x   0.99984631  =   0.99985066
 KU2461
 KU2461                          SUPERSEDED SURVEY CONTROL
 KU2461
 KU2461  NAD 83(1996)-  40 38 21.95797(N)    073 19 37.59957(W) AD(       ) 2
 KU2461  NAD 83(1992)-  40 38 21.95764(N)    073 19 37.59973(W) AD(       ) 2
 KU2461  NAD 83(1986)-  40 38 21.95866(N)    073 19 37.59905(W) AD(       ) 2
 KU2461  NAD 27      -  40 38 21.60003(N)    073 19 39.16027(W) AD(       ) 2
 KU2461
 KU2461.Superseded values are not recommended for survey control.
 KU2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2461.See file dsdata.txt to determine how the superseded data were derived.
 KU2461
 KU2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4146000077(NAD 83)
 KU2461_MARKER: DT = TOPOGRAPHIC STATION DISK
 KU2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2461+STABILITY: SURFACE MOTION
 KU2461
 KU2461  HISTORY     - Date     Condition        Report By
 KU2461  HISTORY     - 1950     MONUMENTED       CGS
 KU2461  HISTORY     - 1962     GOOD             CGS
 KU2461  HISTORY     - 1962     GOOD             CGS
 KU2461  HISTORY     - 1967     GOOD             CGS
 KU2461
 KU2461                          STATION DESCRIPTION
 KU2461
 KU2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (ERM)
 KU2461'LOCATED 10.7 MILES E OF JONES BEACH WATER TOWER, N AND ACROSS THE
 KU2461'HIGHWAY FROM THE SECOND GROUP OF SCRUB PINES E OF CEDAR (HIGHWAY
 KU2461'SIGN), ON THE CREST OF A LOW SAND RIDGE PARALLELING THE HIGHWAY.
 KU2461'A STANDARD TOPOGRAPHIC STATION DISK, STAMPED BUSS, 1950, SET IN
 KU2461'THE TOP OF A CONCRETE-FILLED NAIL KEG, PROJECTING 4 INCHES ABOVE
 KU2461'GROUND.
 KU2461'
 KU2461'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 7 FEET.
 KU2461
 KU2461                          STATION RECOVERY (1962)
 KU2461
 KU2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2461'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITION AS FOLLOWS.
 KU2461'
 KU2461'STATION IS 125 FEET NORTHEAST OF LIGHT POLE 402, 100 FEET NORTH OF
 KU2461'THE CENTER OF THE WESTBOUND LANE OF THE HIGHWAY, 4.2 FEET NORTH OF
 KU2461'A WITNESS POST AND 5 FEET LOWER THAN THE ROAD, BEHIND A ROW OF
 KU2461'SEEDLING PINES.
 KU2461
 KU2461                          STATION RECOVERY (1962)
 KU2461
 KU2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2461'THE STATION WAS RECOVERED AS DESCRIBED.  A TRAVERSE TIE WAS MADE
 KU2461'TO DRAKE 3, THE DISTANCE IS 448.131 METERS.
 KU2461
 KU2461                          STATION RECOVERY (1967)
 KU2461
 KU2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2461'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION
 KU2461'IS 132 FEET NORTHEAST OF LAMP POST NO. 402, 88.4 FEET NORTH OF THE
 KU2461'NORTH EDGE OF PAVEMENT OF THE WEST BOUND LANE OF TRAFFIC OF THE
 KU2461'OCEAN STATE PARKWAY AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 KU2461'THE MARK PROJECTS 6 INCHES.
 KU2461'
 KU2461'TO REACH FROM A POINT WHERE THE ROBERT MOSES PARKWAY CROSSES OVER
 KU2461'THE OCEAN STATE PARKWAY AT CAPTREE STATE PARK, GO WEST TOWARD
 KU2461'JONES BEACH ON OCEAN STATE PARKWAY FOR 3.3 MILES TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1724 ***********************************************************************
 NC1724  DESIGNATION -  BUSTI
 NC1724  PID         -  NC1724
 NC1724  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1724  USGS QUAD   -  LAKEWOOD (1979)
 NC1724
 NC1724                         *CURRENT SURVEY CONTROL
 NC1724  ___________________________________________________________________
 NC1724* NAD 83(1996)-  42 00 32.75892(N)    079 16 24.68441(W)     ADJUSTED  
 NC1724* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 NC1724  ___________________________________________________________________
 NC1724  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 NC1724  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NC1724
 NC1724  HORZ ORDER  -  THIRD
 NC1724
 NC1724.The horizontal coordinates were established by classical geodetic methods
 NC1724.and adjusted by the National Geodetic Survey in January 1999..
 NC1724
 NC1724.The orthometric height was scaled from a topographic map.
 NC1724
 NC1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1724
 NC1724.The geoid height was determined by GEOID03.
 NC1724
 NC1724;                    North         East     Units Scale Factor Converg.
 NC1724;SPC NY W     -   223,335.097   292,828.798   MT  0.99997770   -0 27 42.9
 NC1724;SPC NY W     -   732,725.23    960,722.48   sFT  0.99997770   -0 27 42.9
 NC1724;SPC PA N     -   205,725.833   473,798.138   MT  1.00001013   -1 00 28.3
 NC1724;SPC PA N     -   674,952.17  1,554,452.72   sFT  1.00001013   -1 00 28.3
 NC1724;UTM  17      - 4,652,228.317   642,964.605   MT  0.99985150   +1 09 20.3
 NC1724
 NC1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1724!SPC NY W     -   0.99992414  x   0.99997770  =   0.99990185
 NC1724!SPC PA N     -   0.99992414  x   1.00001013  =   0.99993427
 NC1724!UTM  17      -   0.99992414  x   0.99985150  =   0.99977566
 NC1724
 NC1724:                Primary Azimuth Mark                     Grid Az
 NC1724:SPC NY W     -  NELSON                                   161 40 29.8
 NC1724:SPC PA N     -  NELSON                                   162 13 15.2
 NC1724:UTM  17      -  NELSON                                   160 03 26.6
 NC1724
 NC1724|---------------------------------------------------------------------|
 NC1724| PID    Reference Object                     Distance      Geod. Az  |
 NC1724|                                                           dddmmss.s |
 NC1724| MA1849 NELSON                              APPROX. 7.1 KM 1611246.9 |
 NC1724|---------------------------------------------------------------------|
 NC1724
 NC1724                          SUPERSEDED SURVEY CONTROL
 NC1724
 NC1724  NAD 83(1986)-  42 00 32.76021(N)    079 16 24.68326(W) AD(       ) 3
 NC1724  NAD 27      -  42 00 32.55734(N)    079 16 25.49732(W) AD(       ) 3
 NC1724
 NC1724.Superseded values are not recommended for survey control.
 NC1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1724.See file dsdata.txt to determine how the superseded data were derived.
 NC1724
 NC1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4296552228(NAD 83)
 NC1724_MARKER: DD = SURVEY DISK
 NC1724_SETTING: 0 = UNSPECIFIED SETTING
 NC1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1724
 NC1724  HISTORY     - Date     Condition        Report By
 NC1724  HISTORY     - 1902     MONUMENTED       USGS
 NC1724  HISTORY     - 1954     MARK NOT FOUND   USGS
 NC1724
 NC1724                          STATION DESCRIPTION
 NC1724
 NC1724'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (JJM)
 NC1724'LOCATED IN SOUTHEASTERN CORNER OF BUSTI TOWNSHIP ABOUT 2.0 MI
 NC1724'A LITTLE E. OF S. FROM THE VILLAGE OF BUSTI, ON A COMMANDING RIDGE
 NC1724'ON LAND OWNED BY C. MEREDITH.
 NC1724'
 NC1724'STATION MARK, A STONE POST 30- BY 6- BY 6-IN. SUNK IN GROUND, IN
 NC1724'CENTER OF TOP OF WHICH IS CEMENTED A BRONZE TRIANGULATION DISK.
 NC1724'THIS STONE WAS SUNK BELOW SURFACE IN 1909 BY JOHN J. MEREDITH,
 NC1724'PROBABLY PRESENT OWNER, WHO ALSO SET REFERENCE MARK.
 NC1724'
 NC1724'REFERENCE MARK, A HICKORY TREE IN WHICH IS BORED A 1-IN. HOLE, 206
 NC1724'FT SW. OF STATION.
 NC1724
 NC1724                          STATION RECOVERY (1954)
 NC1724
 NC1724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 NC1724'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1406 ***********************************************************************
 OF1406  DESIGNATION -  BUTLER
 OF1406  PID         -  OF1406
 OF1406  STATE/COUNTY-  NY/WAYNE
 OF1406  USGS QUAD   -  MONTEZUMA (1978)
 OF1406
 OF1406                         *CURRENT SURVEY CONTROL
 OF1406  ___________________________________________________________________
 OF1406* NAD 83(1996)-  43 07 10.68773(N)    076 44 53.39451(W)     ADJUSTED  
 OF1406* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 OF1406  ___________________________________________________________________
 OF1406  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 OF1406  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OF1406
 OF1406  HORZ ORDER  -  SECOND
 OF1406
 OF1406.The horizontal coordinates were established by classical geodetic methods
 OF1406.and adjusted by the National Geodetic Survey in January 1999..
 OF1406
 OF1406.The orthometric height was scaled from a topographic map.
 OF1406
 OF1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1406
 OF1406.The geoid height was determined by GEOID03.
 OF1406
 OF1406;                    North         East     Units Scale Factor Converg.
 OF1406;SPC NY C     -   346,473.159   236,586.398   MT  0.99993971   -0 06 45.6
 OF1406;SPC NY C     - 1,136,720.69    776,200.54   sFT  0.99993971   -0 06 45.6
 OF1406;UTM  18      - 4,775,583.447   357,785.216   MT  0.99984880   -1 11 42.4
 OF1406
 OF1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1406!SPC NY C     -   0.99998037  x   0.99993971  =   0.99992008
 OF1406!UTM  18      -   0.99998037  x   0.99984880  =   0.99982917
 OF1406
 OF1406|---------------------------------------------------------------------|
 OF1406| PID    Reference Object                     Distance      Geod. Az  |
 OF1406|                                                           dddmmss.s |
 OF1406| CZ7593 BUTLER RM 1                          56.818 METERS 04745     |
 OF1406| CZ7594 BUTLER RM 2                          62.062 METERS 12936     |
 OF1406| OF1405 SAVANNAH AIRWAY BEACON              APPROX. 3.6 KM 1423717.0 |
 OF1406| CZ7592 BUTLER AZ MK                                       2170040.8 |
 OF1406|---------------------------------------------------------------------|
 OF1406
 OF1406                          SUPERSEDED SURVEY CONTROL
 OF1406
 OF1406  NAD 83(1986)-  43 07 10.69449(N)    076 44 53.39004(W) AD(       ) 2
 OF1406  NAD 27      -  43 07 10.45800(N)    076 44 54.55700(W) AD(       ) 2
 OF1406
 OF1406.Superseded values are not recommended for survey control.
 OF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1406.See file dsdata.txt to determine how the superseded data were derived.
 OF1406
 OF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN5778575583(NAD 83)
 OF1406
 OF1406  HISTORY     - Date     Condition        Report By
 OF1406  HISTORY     - 1943     MONUMENTED       CGS
 OF1406  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OF1406
 OF1406                          STATION DESCRIPTION
 OF1406
 OF1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1406'STATION IS LOCATED ABOUT 3.75 MILES NORTH OF SAVANNAH ON HIGH
 OF1406'RIDGE IN A PASTURE OWNED BY MR. ROBERT E. WEEKS, 60 PACES
 OF1406'SOUTHWEST OF A LARGE ELM TREE WITH A TRIANGULAR BLAZE AND
 OF1406'50 PACES WEST OF A WIRE FENCE.  IT IS STAMPED BUTLER 1943 AND
 OF1406'IS SET ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 OF1406'
 OF1406'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AT THE EAST
 OF1406'EDGE OF THE PASTURE, 12 FEET NORTH OF THE TRIANGULAR BLAZED
 OF1406'ELM TREE AND 4 FEET EAST OF THE WIRE FENCE.  IT IS STAMPED
 OF1406'BUTLER NO 1 1943 AND PROJECTS 8 INCHES.
 OF1406'
 OF1406'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AT THE EAST
 OF1406'EDGE OF THE PASTURE, 12 FEET NORTH OF A 10-INCH BLACK CHERRY
 OF1406'TREE AND 3 FEET EAST OF THE WIRE FENCE.  IT IS STAMPED BUTLER
 OF1406'NO 2 1943 AND PROJECTS 2 INCHES.
 OF1406'
 OF1406'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 40 FEET
 OF1406'SOUTHEAST OF A T INTERSECTION, 20 FEET SOUTH OF A GRAVEL ROAD
 OF1406'AND 1 FOOT EAST OF A TELEPHONE POLE.  IT IS STAMPED BUTLER
 OF1406'1943, AND PROJECTS 8 INCHES.
 OF1406'
 OF1406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OF1406'NO. 31 AND 414 IN SAVANNAH, GO NORTH ON NO. 414 FOR 3.6 MILES
 OF1406'TO A CROSSROAD.  THEN TURN RIGHT, EAST, ON A GRAVEL ROAD FOR
 OF1406'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THEN CONTINUE AHEAD
 OF1406'FOR 0.05 MILE TO THE FARMYARD OF MR. WEEKS ON THE LEFT.  THEN
 OF1406'LEFT, NORTH, FOR 0.05 MILE TO A GATE JUST NORTH OF THE BARN.
 OF1406'THEN THROUGH GATE, EAST, FOR 0.1 MILE TO THE TOP OF A RIDGE.
 OF1406'THEN LEFT, NORTH, FOR 0.15 MILE.  THEN LEFT, WEST, FOR 50
 OF1406'PACES TO THE STATION.
 OF1406'
 OF1406'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OF1406
 OF1406                          STATION RECOVERY (1975)
 OF1406
 OF1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OF1406'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OF1406'CONDITION.  AZIMUTH MARK WAS NOT FOUND.
 OF1406'
 OF1406'STATION MARK IS A STANDARD DISK STAMPED BUTLER 1943, SET IN
 OF1406'THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES BELOW GROUND LEVEL.
 OF1406'
 OF1406'RM NO. 1 IS A STANDARD DISK STAMPED BUTLER NO 1 1943, SET IN
 OF1406'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 OF1406'GROUND.  IT IS ALONG EAST SIDE OF OLD FENCE LINE.
 OF1406'
 OF1406'RM NO. 2 IS A STANDARD DISK STAMPED BUTLER NO 2 1943, SET IN
 OF1406'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 OF1406'GROUND.  IT IS ALONG EAST SIDE OF OLD FENCE LINE.
 OF1406'
 OF1406'TO REACH STATION FROM THE JUNCTION OF NY RTES. 31 AND 414 IN
 OF1406'SAVANNAH, GO NORTH ON RTE. 414 FOR 3.6 MILES TO A
 OF1406'CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO WHERE THE
 OF1406'AZIMUTH MARK SHOULD BE.  CONTINUE AHEAD FOR 0.05 MILE TO FARM
 OF1406'HOME ON LEFT.  GO LEFT, NORTH, 0.05 MILE TO GATE JUST NORTH OF
 OF1406'BARN.  PASS THROUGH GATE AND CNTINUE EAST FOR 0.1 MILE TO TOP OF
 OF1406'RIDGE, THEN GO LEFT, NORTH, 0.15 MILE TO TOP OF HILL AND
 OF1406'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1479 ***********************************************************************
 OD1479  DESIGNATION -  BUTLER
 OD1479  PID         -  OD1479
 OD1479  STATE/COUNTY-  NY/SARATOGA
 OD1479  USGS QUAD   -  GLENS FALLS (1966)
 OD1479
 OD1479                         *CURRENT SURVEY CONTROL
 OD1479  ___________________________________________________________________
 OD1479* NAD 83(1996)-  43 15 32.64265(N)    073 40 41.92204(W)     ADJUSTED  
 OD1479* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 OD1479  ___________________________________________________________________
 OD1479  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OD1479  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 OD1479
 OD1479  HORZ ORDER  -  FIRST
 OD1479
 OD1479.The horizontal coordinates were established by classical geodetic methods
 OD1479.and adjusted by the National Geodetic Survey in January 1999..
 OD1479
 OD1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1479
 OD1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1479
 OD1479.The geoid height was determined by GEOID03.
 OD1479
 OD1479;                    North         East     Units Scale Factor Converg.
 OD1479;SPC NY E     -   491,778.061   216,712.552   MT  0.99995473   +0 33 47.2
 OD1479;SPC NY E     - 1,613,441.86    710,997.76   sFT  0.99995473   +0 33 47.2
 OD1479;UTM  18      - 4,790,432.446   607,275.525   MT  0.99974156   +0 54 21.0
 OD1479
 OD1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1479!SPC NY E     -   0.99998785  x   0.99995473  =   0.99994258
 OD1479!UTM  18      -   0.99998785  x   0.99974156  =   0.99972942
 OD1479
 OD1479:                Primary Azimuth Mark                     Grid Az
 OD1479:SPC NY E     -  MOREAU MUN TANK                          053 41 21.7
 OD1479:UTM  18      -  MOREAU MUN TANK                          053 20 47.9
 OD1479
 OD1479|---------------------------------------------------------------------|
 OD1479| PID    Reference Object                     Distance      Geod. Az  |
 OD1479|                                                           dddmmss.s |
 OD1479| OD1476 MOREAU MUN TANK                     APPROX. 2.1 KM 0541508.9 |
 OD1479| AI8430 BUTLER RM 1                          19.946 METERS 07958     |
 OD1479| AI8432 BUTLER RM 3 AZIMUTH                                10228     |
 OD1479| AI8431 BUTLER RM 2                          21.383 METERS 23149     |
 OD1479| OD1693 WEST MTN RAD STA WWSC FM MAST       APPROX. 7.7 KM 3100524.0 |
 OD1479|---------------------------------------------------------------------|
 OD1479
 OD1479                          SUPERSEDED SURVEY CONTROL
 OD1479
 OD1479  NAD 83(1996)-  43 15 32.64500(N)    073 40 41.92208(W) AD(       ) 1
 OD1479  NAD 83(1992)-  43 15 32.64556(N)    073 40 41.92186(W) AD(       ) 1
 OD1479  NAD 83(1986)-  43 15 32.64660(N)    073 40 41.92210(W) AD(       ) 1
 OD1479  NAD 27      -  43 15 32.38400(N)    073 40 43.49644(W) AD(       ) 1
 OD1479  NGVD 29 (07/19/86)  107.8    (m)          354.     (f) VERT ANG       
 OD1479
 OD1479.Superseded values are not recommended for survey control.
 OD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1479.See file dsdata.txt to determine how the superseded data were derived.
 OD1479
 OD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0727690432(NAD 83)
 OD1479_MARKER: DS = TRIANGULATION STATION DISK
 OD1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1479_STAMPING: BUTLER 1973
 OD1479_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1479
 OD1479  HISTORY     - Date     Condition        Report By
 OD1479  HISTORY     - 1973     MONUMENTED       NGS
 OD1479  HISTORY     - 19831121 GOOD             NGS
 OD1479
 OD1479                          STATION DESCRIPTION
 OD1479
 OD1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OD1479'THE STATION IS ABOUT 3-1/4 MILES SOUTH AND 3 MILES WEST OF
 OD1479'SOUTH GLENS FALLS, 1/2 MILE SOUTH OF THE HUDSON RIVER, IN
 OD1479'MOREAU TOWNSHIP AND ON PROPERTY OF JOSEPH SIKORA, WHOSE PHONE
 OD1479'NUMBER IS 792-9779 IN SOUTH GLENS FALLS.
 OD1479'
 OD1479'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS WHERE
 OD1479'U.S. HIGHWAY 9 CROSSES OVER INTERSTATE HIGHWAY 87, ABOUT 5-1/2
 OD1479'MILES SOUTHWEST OF SOUTH GLENS FALLS, GO NORTHEAST ON U.S.
 OD1479'HIGHWAY 9 FOR 2.4 MILES TO BUTLER ROAD ON THE LEFT.  TURN SHARP
 OD1479'LEFT AND GO WEST ON BUTLER ROAD FOR 0.9 MILE TO REFERENCE MARK 3
 OD1479'ON RIGHT.  CONTINUE WEST ON BUTLER ROAD FOR 0.15 MILE TO THE
 OD1479'STATION ON THE RIGHT, JUST BEFORE REACHING AN OVERPASS OVER
 OD1479'INTERSTATE HIGHWAY 87.
 OD1479'
 OD1479'STATION MARKS ARE STANDARD DISKS, STAMPED BUTLER 1973.  SURFACE
 OD1479'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OD1479'THAT IS FLUSH WITH THE GROUND.  IT IS 55.4 FEET NORTH OF THE CENTER
 OD1479'OF BUTLER ROAD, 36.1 FEET NORTH OF A STEEL GUARD RAIL, 35.0 FEET
 OD1479'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE AND 10 FEET EAST
 OD1479'OF THE RIGHT-OF-WAY FENCE FOR INTERSTATE 87.  UNDERGROUND MARK IS
 OD1479'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 OD1479'SURFACE.
 OD1479'
 OD1479'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTLER NO 1 1973,
 OD1479'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OD1479'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 79 FEET NORTH OF THE
 OD1479'CENTER OF BUTLER ROAD, 60 FEET NORTH OF THE STEEL GUARD RAIL
 OD1479'AND ABOUT THE SAME ELEVATION AS THE STATION.
 OD1479'
 OD1479'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUTLER NO 2
 OD1479'1973, CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST CORNER OF THE
 OD1479'BRIDGE OVER INTERSTATE 87.  IT IS 16 FEET SOUTH OF THE CENTER
 OD1479'OF BUTLER ROAD, 12.8 FEET WEST OF THE SOUTHEAST CORNER OF THE
 OD1479'BRIDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 OD1479'
 OD1479'REFERENCE MARK 3, WHICH SERVES AS THE AZIMUTH MARK, IS A
 OD1479'STANDARD DISK, STAMPED BUTLER NO 3 1973, SET IN THE TOP OF A
 OD1479'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 OD1479'ABOVE THE GROUND.  IT IS 47 FEET NORTH OF THE CENTER OF BUTLER
 OD1479'ROAD AND 1.3 FEET SOUTH OF A WITNESS POST.
 OD1479'
 OD1479'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 OD1479
 OD1479                          STATION RECOVERY (1983)
 OD1479
 OD1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OD1479'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 OD1479'CONDITION.  THE PROPERTY OWNER REQUESTED THAT REFERENCE MARK 1 BE
 OD1479'REMOVED.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE
 OD1479'AND DIRECTION TO REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 OD1479'THE STATION LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHWEST OF SOUTH GLENS
 OD1479'FALLS, 0.8 KM (0.50 MI) SOUTH OF THE HUDSON RIVER AND AT A OVERPASS
 OD1479'BRIDGE WHERE BUTLER ROAD PASSES OVER INTERSTATE HIGHWAY 87.
 OD1479'OWNERSHIP--EARL R.  PLUMMER, ROUTE 2, BUTLER ROAD, FORT EDWARD, NEW
 OD1479'YORK, 12828.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 OD1479'9 AND STATE HIGHWAY 197, AT MOREAU AND 2.4 KM (1.50 MI) NORTH OF EXIT
 OD1479'17 ON THE INTERSTATE HIGHWAY 87, GO NORTH ON HIGHWAY 9 FOR 1.4 KM
 OD1479'(0.85 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON BUTLER ROAD
 OD1479'FOR 1.4 KM (0.85 MI) TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE WEST
 OD1479'ON BUTLER ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT, JUST
 OD1479'BEFORE OVERPASS BRIDGE.
 OD1479'STATION IS A STANDARD NGS DISK STAMPED--BUTLER 1973--, SET INTO THE
 OD1479'TOP OF AROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH
 OD1479'WITH GROUND.  LOCATED 13.7 METERS (44.9 FT) NORTH FROM THE CENTER OF
 OD1479'BUTLER ROAD.  10.7 METERS (35.1 FT) NORTHEAST FROM THE NORTHEAST
 OD1479'CORNER OF OVERPASS BRIDGE.  2.9 METERS (9.5 FT) NORTHWEST FROM A SMALL
 OD1479'PINE TREE AND 4.3 METERS (14.1 FT) NORTHEAST FROM A CONCRETE RIGHT OF
 OD1479'WAY POST.  0.8 METER (2.6 FT) NORTH FROM A SARATOGA COUNTY WITNESS
 OD1479'POST AND SIGN.
 OD1479'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BUTLER NO 2
 OD1479'1973--, CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT OF THE
 OD1479'SOUTHEAST CORNER OF A OVERPASS BRIDGE.  LOCATED 7.5 METERS (24.6 FT)
 OD1479'WEST FROM POWERLINE POLE NUMBER 8, 4.9 METERS (16.1 FT) SOUTH FROM THE
 OD1479'CENTER OF BUTLER ROAD.  4.0 METERS (13.1 FT) WEST FROM THE EAST END OF
 OD1479'BRIDGE AND 0.3 METER (1.0 FT) LOWER THAN THE STATION.
 OD1479'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BUTLER NO 3
 OD1479'1973--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 OD1479'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 33.5 METERS (109.9 FT)
 OD1479'NORTHEAST FROM POWERLINE POLE NUMBER 11, 14.0 METERS (45.9 FT) NORTH
 OD1479'FROM THE CENTER OF BUTLER ROAD.  4.7 METERS (15.4 FT) SOUTHWEST FROM A
 OD1479'14-INCH PINE TREE AND 0.5 METER (1.6 FT) SOUTH FROM A METAL WITNESS
 OD1479'POST.
 OD1479'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BUTLER 1973 NO 4
 OD1479'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 OD1479'CM) IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 29.0 METERS (95.1 FT)
 OD1479'EAST FROM THE EAST END OF BRIDGE, 5.8 METERS (19.0 FT) NORTH FROM
 OD1479'CENTER OF BUTLER ROAD.  0.5 METER (1.6 FT) SOUTHWEST FROM THE SEVENTH
 OD1479'GUARD RAIL POST FROM THE EAST END OF GUARD RAIL.  0.2 METER (0.7 FT)
 OD1479'SOUTH FROM THE GUARDRAIL 0.9 METER (3.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2493 ***********************************************************************
 LY2493  DESIGNATION -  BUTTER HILL RESET
 LY2493  PID         -  LY2493
 LY2493  STATE/COUNTY-  NY/ORANGE
 LY2493  USGS QUAD   -  CORNWALL (1981)
 LY2493
 LY2493                         *CURRENT SURVEY CONTROL
 LY2493  ___________________________________________________________________
 LY2493* NAD 83(1996)-  41 25 37.62843(N)    074 00 04.69563(W)     ADJUSTED  
 LY2493* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 LY2493  ___________________________________________________________________
 LY2493  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 LY2493  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LY2493
 LY2493  HORZ ORDER  -  SECOND
 LY2493
 LY2493.The horizontal coordinates were established by classical geodetic methods
 LY2493.and adjusted by the National Geodetic Survey in January 1999..
 LY2493
 LY2493.The orthometric height was scaled from a topographic map.
 LY2493
 LY2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2493
 LY2493.The geoid height was determined by GEOID03.
 LY2493
 LY2493;                    North         East     Units Scale Factor Converg.
 LY2493;SPC NY E     -   288,097.846   191,681.724   MT  0.99992137   +0 19 47.9
 LY2493;SPC NY E     -   945,201.02    628,875.79   sFT  0.99992137   +0 19 47.9
 LY2493;UTM  18      - 4,586,654.324   583,447.825   MT  0.99968570   +0 39 39.0
 LY2493
 LY2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2493!SPC NY E     -   0.99993896  x   0.99992137  =   0.99986033
 LY2493!UTM  18      -   0.99993896  x   0.99968570  =   0.99962468
 LY2493
 LY2493:                Primary Azimuth Mark                     Grid Az
 LY2493:SPC NY E     -  MONUMENT                                 034 08 31.0
 LY2493:UTM  18      -  MONUMENT                                 033 48 39.9
 LY2493
 LY2493|---------------------------------------------------------------------|
 LY2493| PID    Reference Object                     Distance      Geod. Az  |
 LY2493|                                                           dddmmss.s |
 LY2493| LX4376 MONUMENT                            APPROX. 8.3 KM 0342818.9 |
 LY2493| CB3703 BUTTER HILL RM 2                      3.140 METERS 15434     |
 LY2493| CB3702 BUTTER HILL RM 1                      8.670 METERS 24829     |
 LY2493|---------------------------------------------------------------------|
 LY2493
 LY2493                          SUPERSEDED SURVEY CONTROL
 LY2493
 LY2493  NAD 83(1986)-  41 25 37.63035(N)    074 00 04.69862(W) AD(       ) 2
 LY2493  NAD 27      -  41 25 37.29800(N)    074 00 06.18800(W) AD(       ) 2
 LY2493
 LY2493.Superseded values are not recommended for survey control.
 LY2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2493.See file dsdata.txt to determine how the superseded data were derived.
 LY2493
 LY2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8344886654(NAD 83)
 LY2493
 LY2493  HISTORY     - Date     Condition        Report By
 LY2493  HISTORY     - 1933     MONUMENTED       CGS
 LY2493  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LY2493  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LY2493  HISTORY     - 20050817 GOOD             INDIV
 LY2493
 LY2493                          STATION DESCRIPTION
 LY2493
 LY2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2493'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 LY2493'ACCOMPANIES THE RECORDS.
 LY2493'
 LY2493'TO REACH STATION -- IN CORNWALL ON HUDSON TURN OFF ON
 LY2493'MOUNTAIN ROAD (ACROSS FROM STATION OIL FILLING STATION) OLD
 LY2493'WEST POINT ROAD.  GO UP ABOUT 1-1/4 MILES.  ON LEFT OF ROAD
 LY2493'COME TO GATEWAY, ENTRANCE ABOUT 1/4 MILE FROM STORM KING SCHOOL,
 LY2493'WITH TWO LARGE ROCK PILLARS ONE ON EACH SIDE, STORM KING PARK
 LY2493'ON EACH PILLAR.  GO IN, ROAD DIVIDES, TAKE LEFT FORK.  CONTINUE
 LY2493'UP TO BIG HOUSE.  ESTATE OWNED BY MR. RUDOLPH PAGENSTECHER,
 LY2493'OFFICE 122 E FORTY-SECOND STREET, NEW YORK CITY.  TAKE TRAIL
 LY2493'TO RIGHT OF HOUSE FACING ENTRANCE.  (1) WHEN SMALL BRIDGE
 LY2493'ABOVE CONCRETE SWIMMING POOL IS REACHED TURN SHARP RIGHT
 LY2493'UPSIDE OF HILL.  GO UP ABOUT 1/2 MILE, TRAIL, DIVIDES NEAR
 LY2493'THE TOP.  TAKE RIGHT-HAND FORK WHICH LEADS TO TOP OF BUTTER
 LY2493'HILL.  TRAIL VERY STEEP.  15 MINUTES REQUIRED FOR DESCENT.
 LY2493'(2) CONTINUE ON OVER SMALL BRIDGE ABOVE SWIMMING POOL.  TRAIL
 LY2493'LEADS ON UP TO STORM KING MOUNTAIN.  FOLLOW TRAIL ON RIDGE
 LY2493'LEADING TOWARDS THE W 1/2 MILE.  LEADS TO BUTTER HILL.
 LY2493'DISTANCE FROM HOUSE, 2-2-1/2 MILES.  TRAIL MORE GRADUAL.
 LY2493'
 LY2493'ALL MARKS ARE STANDARD DISKS, SET IN DRILL HOLES.  STAMPED
 LY2493'BUTTER HILL 1880, REFERENCE MARKS ALSO STAMPED 1 AND 2.
 LY2493
 LY2493                          STATION RECOVERY (1975)
 LY2493
 LY2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 LY2493'STATION, RM 1 AND 2 WERE ALL RECOVERED IN FAIR CONDITION.  THE
 LY2493'DISKS HAVE BEEN STRUCK WITH A HEAVY INSTRUMENT AND 1880 HAS BEEN
 LY2493'STRUCK OUT ON ALL 3 DISKS AND THE DISKS NOW READ.  STATION IS NOW
 LY2493'STAMPED BUTTER HILL 1852 1933.  RM NO. 1 IS STAMPED BUTTERHILL
 LY2493'1 1852 1933 AND RM NO. 2 IS STAMPED BUTTER HILL 2 1852 1933.  THE
 LY2493'ORIGINAL DESCRIPTION IS NO LONGER APPLICABLE TO REACH STATION
 LY2493'AND THE TO REACH SHOULD READ AS FOLLOWS.  TO REACH THE STATION
 LY2493'FROM THE INTERSECTION OF MOUNTAIN ROAD AND N.Y. ROUTE 9W, 2
 LY2493'MILES SOUTH OF CORNWALL-ON-HUDSON, GO EAST ON N.Y. ROUTE 9W
 LY2493'SOUTH FOR ABOUT 0.6 MILE TO A SHARP CURVE AND A PARKING AREA ON
 LY2493'THE LEFT.  PARK AT MOST WESTERLY END OF PARKING AREA AND
 LY2493'FOLLOW WELL MARKED YELLOW BLAZED TRAIL TO THE SUMMIT OF BUTTER
 LY2493'HILL AND THE STATION.
 LY2493
 LY2493                          STATION RECOVERY (2005)
 LY2493
 LY2493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 LY2493'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN FAIR
 LY2493'CONDITION AS PREVIOUSLY DESCRIBED.  ROUTE 9W IS NOW DIVIDED AND THE
 LY2493'PARKING AREA CANNOT BE ACCESSED FROM THE EASTBOUND LANES.  THE TRAIL
 LY2493'IS NOW MARKED WITH ORANGE BLAZES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4113 ***********************************************************************
 LX4113  DESIGNATION -  BUTTERMILK
 LX4113  PID         -  LX4113
 LX4113  STATE/COUNTY-  NY/WESTCHESTER
 LX4113  USGS QUAD   -  WHITE PLAINS (1967)
 LX4113
 LX4113                         *CURRENT SURVEY CONTROL
 LX4113  ___________________________________________________________________
 LX4113* NAD 83(1996)-  41 06 36.37123(N)    073 48 37.47542(W)     ADJUSTED  
 LX4113* NAVD 88     -       216.8    (meters)     711.     (feet)  VERTCON   
 LX4113  ___________________________________________________________________
 LX4113  LAPLACE CORR-           7.78  (seconds)                    DEFLEC99
 LX4113  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 LX4113
 LX4113  HORZ ORDER  -  FIRST
 LX4113
 LX4113.The horizontal coordinates were established by classical geodetic methods
 LX4113.and adjusted by the National Geodetic Survey in January 1999..
 LX4113
 LX4113.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4113
 LX4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4113
 LX4113.The geoid height was determined by GEOID03.
 LX4113
 LX4113;                    North         East     Units Scale Factor Converg.
 LX4113;SPC NY E     -   253,003.008   207,916.540   MT  0.99994127   +0 27 12.3
 LX4113;SPC NY E     -   830,060.70    682,139.51   sFT  0.99994127   +0 27 12.3
 LX4113;SPC CT       -   183,684.012   215,732.781   MT  1.00001030   -0 42 11.2
 LX4113;SPC CT       -   602,636.63    707,783.30   sFT  1.00001030   -0 42 11.2
 LX4113;UTM  18      - 4,551,661.476   599,880.669   MT  0.99972278   +0 46 56.0
 LX4113
 LX4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4113!SPC NY E     -   0.99997083  x   0.99994127  =   0.99991210
 LX4113!SPC CT       -   0.99997083  x   1.00001030  =   0.99998113
 LX4113!UTM  18      -   0.99997083  x   0.99972278  =   0.99969362
 LX4113
 LX4113:                Primary Azimuth Mark                     Grid Az
 LX4113:SPC NY E     -  VALHALLA WATER DIST OLD TANK             105 49 55.8
 LX4113:SPC CT       -  VALHALLA WATER DIST OLD TANK             106 59 19.3
 LX4113:UTM  18      -  VALHALLA WATER DIST OLD TANK             105 30 12.1
 LX4113
 LX4113|---------------------------------------------------------------------|
 LX4113| PID    Reference Object                     Distance      Geod. Az  |
 LX4113|                                                           dddmmss.s |
 LX4113| LX4061 VALHALLA WATER DIST OLD TANK        APPROX. 3.6 KM 1061708.1 |
 LX4113| CB3705 BUTTERMILK RM 1                       8.500 METERS 12938     |
 LX4113| LX4062 NORTH WHITE PLAINS STANDPIPE        APPROX. 6.3 KM 1460329.7 |
 LX4113| LX4078 SQUAT TANK                          APPROX. 4.4 KM 1644746.0 |
 LX4113| LX4058 BLACK TANK IN TREES                 APPROX.12.4 KM 2035111.7 |
 LX4113| CB3704 BUTTERMILK AZ MK                                   2240644.5 |
 LX4113| CB3706 BUTTERMILK RM 2                      14.708 METERS 22411     |
 LX4113| CB3707 BUTTERMILK RM 3                      14.935 METERS 29346     |
 LX4113| LX4006 BLITHDALE HOME CHILDREN TWR         APPROX. 2.9 KM 3061347.1 |
 LX4113| LX4009 BRIARCLIFF LODGE TANK               APPROX. 4.8 KM 3290750.1 |
 LX4113| LX4005 MARYKNOLL SEM CONV CUP CROSS        APPROX. 7.9 KM 3473446.8 |
 LX4113|---------------------------------------------------------------------|
 LX4113
 LX4113                          SUPERSEDED SURVEY CONTROL
 LX4113
 LX4113  NAD 83(1996)-  41 06 36.37168(N)    073 48 37.47606(W) AD(       ) 1
 LX4113  NAD 83(1992)-  41 06 36.37053(N)    073 48 37.47645(W) AD(       ) 1
 LX4113  NAD 83(1986)-  41 06 36.37333(N)    073 48 37.47546(W) AD(       ) 1
 LX4113  NAD 27      -  41 06 36.02678(N)    073 48 38.99281(W) AD(       ) 1
 LX4113  NGVD 29 (07/19/86)  217.1    (m)          712.     (f) VERT ANG       
 LX4113
 LX4113.Superseded values are not recommended for survey control.
 LX4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4113.See file dsdata.txt to determine how the superseded data were derived.
 LX4113
 LX4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9988151661(NAD 83)
 LX4113_MARKER: H = DRILL HOLE
 LX4113_SETTING: 66 = SET IN ROCK OUTCROP
 LX4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4113+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 LX4113
 LX4113  HISTORY     - Date     Condition        Report By
 LX4113  HISTORY     - 1833     MONUMENTED       CGS
 LX4113  HISTORY     - 1852     GOOD             CGS
 LX4113  HISTORY     - 1868     GOOD             CGS
 LX4113  HISTORY     - 1881     GOOD             CGS
 LX4113  HISTORY     - 1897     GOOD             CGS
 LX4113  HISTORY     - 1906     GOOD             CGS
 LX4113  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4113  HISTORY     - 1932     GOOD             CGS
 LX4113  HISTORY     - 1932     MARK NOT FOUND   CGS
 LX4113  HISTORY     - 1934     GOOD             CGS
 LX4113  HISTORY     - 1938     GOOD             CGS
 LX4113  HISTORY     - 1939     GOOD             CGS
 LX4113  HISTORY     - 1964     GOOD             CGS
 LX4113  HISTORY     - 1966     GOOD             CGS
 LX4113  HISTORY     - 20001001 GOOD             PORANY
 LX4113  HISTORY     - 20060905 GOOD             NGS
 LX4113
 LX4113                          STATION DESCRIPTION
 LX4113
 LX4113'DESCRIBED BY COAST AND GEODETIC SURVEY 1833 (FRH)
 LX4113'CENTRE OF STATION IN FIRST INSTANCE WAS MARKED BY DRILLING A
 LX4113'HOLE OF 2-1/2 INCHES IN DIAMETER AND 10 INCHES DEEP INTO ROCK
 LX4113'WHICH SUPPORTS STAND OF INSTRUMENT.  INTO THIS HOLE IT IS
 LX4113'DESIGNED TO POUR BRIMSTONE AND TO PREVENT HOLE FROM BEING
 LX4113'FILLED BY DIRT, ETC.
 LX4113
 LX4113                          STATION RECOVERY (1852)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1852 (EB)
 LX4113'POLE WAS NOT STANDING.  POINT WAS SECURED BY HOLE DRILLED IN
 LX4113'ROCK 3 INCHES IN DIAMETER.  STATION IS ON FARM OF DAVID RIDER.
 LX4113
 LX4113                          STATION RECOVERY (1868)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1868 (JF)
 LX4113'SIGNAL POINT WAS FOUND AS DESCRIBED WITH A POLE STILL
 LX4113'STANDING AND PROPPED UP AT ITS BASE BY A PILE OF
 LX4113'BOULDERS.  FOOT OF POLE RESTED IN A HOLE IN A LARGE FLAT ROCK
 LX4113'WHICH WAS CUT WITH A COLD CHISEL 10 INCHES IN DEPTH AND 2 INCHES
 LX4113'IN DIAMETER.  THIS POINT WAS LEFT IN PERFECT CONDITION AND
 LX4113'SECURE AS FOUND.
 LX4113
 LX4113                          STATION RECOVERY (1881)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (FRG)
 LX4113'THIS STATION IS IN WESTCHESTER COUNTY, MOUNT PLEASANT
 LX4113'TOWNSHIP, 3 MILES NNE OF TARRYTOWN, AND IS BEST REACHED BY
 LX4113'BEDFORD AVE.  INQUIRE FOR JOHN GIBNEYS FARM.  THIS LIES ON R OF
 LX4113'ROAD AND HOUSE IS ABOUT 200 YARDS FROM IT.  STATION IS ON
 LX4113'SOUTHERN SUMMIT OF BUTTERMILK HILL.  SIGNAL POLE WAS FOUND
 LX4113'STANDING AND PROPPED UP BY A PILE OF BOULDERS.  FOOT OF POLE
 LX4113'RESTED IN A HOLE AND IN LARGE FLAT ROCK WHICH WAS CUT BY A
 LX4113'COLD CHISEL, 10 BY 2 INCHES.
 LX4113
 LX4113                          STATION RECOVERY (1897)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1897 (JBB)
 LX4113'STATION WAS RECOVERED.  MARK WAS IN GOOD CONDITION.  SIGNAL
 LX4113'POLE ABOUT 45 FEET HIGH WAS ERECTED.  LINE WAS OPENED TO HOOK
 LX4113'MT. 2.
 LX4113
 LX4113                          STATION RECOVERY (1906)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906 (FEW)
 LX4113'EXTRACT FROM LETTER OF FRANK E. WINDSOR, DIVISION ENGINEER,
 LX4113'BOARD OF WATER SUPPLY, CITY OF NEW YORK, WHITE PLAINS, NEW
 LX4113'YORK., DATED JULY 17, 1906--ONE OF OUR PARTIES HAS FOUND THE
 LX4113'OLD STATION AT BUTTERMILK BUT THE VIEW FROM THIS POINT TO THE
 LX4113'NORTH AND NORTHEAST IS NOW SERIOUSLY OBSTRUCTED BY TWO WATER
 LX4113'TANKS UNDER CONSTRUCTION HERE.  ADDITIONAL TIES, AS FOLLOWS
 LX4113'HAVE BEEN TAKEN TO POINTS NOW ON THE GROUND--THE TIE POINT ON
 LX4113'THE LARGER TANK IS A CROSS (X) MARKED ON THE HEAD OF THE 15TH
 LX4113'RIVET FROM THE TOP OF THE LOWER PLATES, EAST ROW OF RIVETS,
 LX4113'AND THE LAP JOINT IS THE ONE ON THE SOUTH SIDE OF THE TANK,
 LX4113'DISTANT 19.33 FEET.  TIE POINT ON THE SMALLER TANK IS ON
 LX4113'THE LOWER SOUTHERLY BOLT IN THE LADDER CONNECTION WITH THE
 LX4113'TANK PLATES, DISTANT 25.02 FEET.
 LX4113
 LX4113                          STATION RECOVERY (1932)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4113'A THREE-INCH DRILL HOLE WAS FOUND IN LEDGE ROCK ON HIGHEST PART
 LX4113'OF N HILL OF RIDGE KNOWN AS BUTTERMILK HILL WHICH IS ON ESTATE
 LX4113'OF JOHN D. ROCKEFELLER.  THERE HAVE RECENTLY BEEN
 LX4113'EXCAVATING OPERATIONS IN THIS AREA AND NOT ONLY ABOUT 3 FEET
 LX4113'OF LEDGE IS BARE AND THIS IS ALMOST FLUSH WITH SURROUNDING
 LX4113'GROUND.  DRILL HOLE WAS FOUND TO BE FILLED WITH CEMENT WITH A
 LX4113'3/4-INCH IRON PIPE IN CENTER WHICH PROJECTS ABOUT 1 INCH ABOVE
 LX4113'ROCK.  A REFERENCE MARK WAS ALSO FOUND WHICH WAS NOT MENTIONED
 LX4113'IN DESCRIPTION.  THIS CONSISTS OF A 1/2-INCH IRON BOLT LEADED
 LX4113'IN A DRILL HOLE IN A BOULDER.
 LX4113'
 LX4113'ACCORDING TO INFORMATION FROM U.S. ENGINEERS THIS STATION WAS
 LX4113'RECOVERED AND REMARKED IN JULY 1906 BY FRANK E. WINDSOR OF
 LX4113'NEW YORK STATE SURVEY BOARD OF WATER SUPPLY, CITY OF NEW
 LX4113'YORK.  A STANDARD U.S.G.S. BENCH MARK WAS FOUND CEMENTED IN A
 LX4113'DRILL HOLE 1 FOOT S 80 DEG W FROM STATION.  IT WAS STAMPED
 LX4113'TT57K 1932, WHICH WAS PLACED BY C.B. KENDALL, U.S.G.S. IN
 LX4113'1932.  INFORMATION REGARDING ABOVE CAN BE HAD BY WRITING TO
 LX4113'STANLEY J. HORN, 1ST. LIEU. 29TH ENGINEERS, FORT SCHUYLER,
 LX4113'NEW YORK.
 LX4113
 LX4113                          STATION RECOVERY (1932)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4113'STATION IS ON N HILL OF RIDGE KNOWN AS BUTTERMILK HILL, WHICH
 LX4113'IS ON ESTATE OF JOHN D. ROCKEFELLER, ON HIGHEST PART OF HILL,
 LX4113'AND NEAR FORKS OF A ROAD UP HILL WHICH IS LITTLE MORE THAN A
 LX4113'TRAIL AT THIS PART.  MARK IS A 3-INCH DRILL HOLE FILLED WITH
 LX4113'CEMENT WITH A 3/4-INCH IRON PIPE IN CENTER AND EXTENDING ABOUT
 LX4113'1/2-INCH ABOVE THE SURFACE OF ROCK, IN AN OUTCROPPING LEDGE
 LX4113'WHICH IS FLUSH WITH SURROUNDING GROUND AND BARE PORTION BEING
 LX4113'ABOUT 4 FEET SQUARE.  STATION IS SURROUNDED BY TREES AND BRUSH
 LX4113'ABOUT 25 FEET HIGH.  THERE IS A RESERVOIR FOR HURTHORN WATER
 LX4113'DISTRICT BEING CONSTRUCTED ABOUT 300 METERS E OF STATION.
 LX4113'THERE IS A STANDARD U.S.G.S. BENCH MARK MARKED TT57K 1932
 LX4113'CEMENTED IN SAME LEDGE 1 FOOT S 80 DEG W OF STATION.
 LX4113'
 LX4113'REFERENCE MARKS NOS.1 AND 2 (STAMPED NO.1 AND NO.2 1932) ARE
 LX4113'STANDARD BRONZE DISKS CEMENTED IN DRILL HOLES IN OUTCROPPING
 LX4113'ROCK WHICH IS ALMOST FLUSH WITH SURROUNDING GROUND.  REFERENCE
 LX4113'MARK NO.3 IS IN IRON BOLT LEADED IN A DRILL HOLE IN TOP OF A
 LX4113'3-FOOT BOULDER WHICH IS AT EDGE OF ROAD.
 LX4113'
 LX4113'HEIGHT OF SIGNAL ABOVE STATION MARK - 9 METERS.
 LX4113
 LX4113                          STATION RECOVERY (1932)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (FLG)
 LX4113'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  HILL IS NOW
 LX4113'ON ESTATE OF MR. J.D. ROCKEFELLER.  IN ABOUT 1904 TWO LARGE
 LX4113'WATER TANKS WERE ON THIS HILL UPON LARGE CEMENT PIERS.  WHEN
 LX4113'THESE WERE REMOVED A FEW YEARS AGO, PIER FOUNDATIONS WERE
 LX4113'BLASTED OUT AND STATION WAS UNDOUBTEDLY LOST.
 LX4113
 LX4113                          STATION RECOVERY (1934)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (DBM)
 LX4113'STATION WAS RECOVERED SUBSTANTIALLY AS DESCRIBED BY C.A. EGNER,
 LX4113'1932.  NOTE--CARE SHOULD BE TAKEN NOT TO CONFUSE TRIANGULATION
 LX4113'POINT (WHICH IS A 3/4-INCH PIPE CEMENTED IN ROCK) WITH A
 LX4113'U.S.G.S. BENCH MARK DISK WHICH IS ABOUT A FOOT SW OF STATION.
 LX4113
 LX4113                          STATION RECOVERY (1938)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4113'STATION WAS FOUND AS DESCRIBED BY C.A. EGNER, 1932.  STATION IS
 LX4113'ON N HILL OF RIDGE KNOWN AS BUTTERMILK HILL, ON JOHN
 LX4113'D. ROCKEFELLER ESTATE, ON HIGHEST PART OF HILL, AND NEAR FORKS
 LX4113'OF A ROAD WHICH IS LITTLE MORE THAN A TRAIL AT THIS POINT.  MARK
 LX4113'IS A 3/4-INCH IRON PIPE SET WITH CEMENT IN A 3-INCH DRILL HOLE
 LX4113'IN LEDGE ROCK WHICH IS ALMOST FLUSH WITH SURROUNDING
 LX4113'GROUND.  BARE PART IS ABOUT 4 FEET SQUARE.  STATION IS
 LX4113'SURROUNDED BY TREES ABOUT 25 FEET HIGH.
 LX4113'
 LX4113'REFERENCE MARKS NOS.1 AND 2, STAMPED NO.1, 1932 AND NO.2, 1932,
 LX4113'ARE STANDARD BRONZE DISKS CEMENTED IN DRILL HOLES IN LEDGE ROCK
 LX4113'WHICH IS ABOUT FLUSH WITH GROUND.  REFERENCE MARK NO.1 IS SE OF
 LX4113'STATION AND REFERENCE MARK NO.2 IS SW OF STATION.  REFERENCE
 LX4113'MARK NO.3 IS AN IRON BOLT LEADED IN A DRILL HOLE IN A 3-FOOT
 LX4113'BOULDER, WNW OF STATION.
 LX4113'
 LX4113'AZIMUTH MARK IS APPROXIMATELY 1/4 MILE SW OF STATION IN TOP OF
 LX4113'WESTERLY OF TWO CONCRETE PEDESTALS, 31 PACES S OF A MACADAM
 LX4113'ROAD, AT EDGE OF A ROW OF PINE TREES.
 LX4113'
 LX4113'THERE IS STANDARD U.S.G.S. DISK STAMPED TT57K 1932 CEMENTED
 LX4113'IN LEDGE 0.995 FOOT S 80 DEG W OF STATION.
 LX4113'
 LX4113'TO REACH STATION FROM JUNCTION OF U.S.9 AND N.Y.117 IN NORTH
 LX4113'TARRYTOWN, GO NE ON 117, 0.35 MILE TO JUNCTION WITH 9A
 LX4113'(U.S.).  CONTINUE STRAIGHT ON 117, 1.05 MILES TO T-INTERSECTION
 LX4113'AT POCANTICO HILLS.  TURN L AND GO 1.2 MILES.  TURN R AT STONE
 LX4113'ENTRANCE GATEWAY OF ROCKEFELLER ESTATE, AND GO 0.25 MILE TO
 LX4113'LOCKED GATE.  CONTINUE STRAIGHT 0.2 MILE TO T-JUNCTION ON TOP
 LX4113'OF RIDGE.  TURN L ON CINDER ROAD.  CONTINUE 0.2K MILE TO
 LX4113'Y.  TURN R AND GO 0.05 MILE.  TURN R ON DIRT ROAD AND CONTINUE
 LX4113'0.05 MILE TO CLEARING ON TOP OF HILL AND STATION.
 LX4113'
 LX4113'STATION MARK IS AN IRON PIPE SET IN LEDGE ROCK.  REFERENCE
 LX4113'MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 LX4113'BEDROCK.  REFERENCE MARK NO. 3 IS AN
 LX4113'IRON BOLT SET IN A BOULDER.  AZIMUTH MARK IS A STANDARD DISK IN
 LX4113'TOP OF CONCRETE PEDESTAL.
 LX4113'
 LX4113'NOTE--25-FOOT STAND SEES MAIN SCHEME STATIONS AND AZIMUTH
 LX4113'MARK.  PERMISSION MAY BE OBTAINED FROM SUPERINTENDENT OF
 LX4113'ESTATE, ALTHOUGH IN 1938 IT WAS NECESSARY TO DEAL WITH
 LX4113'MR. ROCKEFELLER IN NEW YORK CITY.
 LX4113'
 LX4113'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LX4113
 LX4113                          STATION RECOVERY (1939)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (MAH)
 LX4113'ALL MARKS WERE RECOVERED AS DESCRIBED BY C.D. MEANEY IN
 LX4113'1938.  STATION WAS NOT OCCUPIED IN 1939 AND DISTANCES AND
 LX4113'DIRECTIONS WERE NOT CHECKED.
 LX4113
 LX4113                          STATION RECOVERY (1964)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX4113'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON A
 LX4113'HIGH HILL ALMOST DUE WEST OF THE HAWTHORNE TRAFFIC
 LX4113'CIRCLE.  STATION IS A 3/4 IN PIPE CEMENTED IN ROCK ON THE
 LX4113'HIGHEST PART OF THE NORTH HILL ON THE ESTATE OF JOHN
 LX4113'D. ROCKEFELLER, JR.
 LX4113'
 LX4113'THIS STATION MAY BE DRIVEN TO WITH ALMOST ANY VEHICLE.  GO TO
 LX4113'THE ROCKEFELLER ESTATE OFF ROUTE 117 IN NORTH TARRYTOWN.  OBTAIN
 LX4113'PERMISSION AND KEY TO GATE.
 LX4113
 LX4113                          STATION RECOVERY (1966)
 LX4113
 LX4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4113'THE STATION AND ALL THE MARKS WERE RECOVERED AND FOUND TO BE IN
 LX4113'GOOD CONDITION BUT THERE WAS A DISCREPANCY IN THE DISTANCES
 LX4113'AND DIRECTIONS TO THE MARKS AS COMPARED TO ANY PREVIOUS
 LX4113'MEASUREMENTS AND OBSERVATIONS.  THE AZIMUTH MARK IS NO LONGER
 LX4113'VISIBLE FROM THE GROUND BECAUSE OF DENSE TREE GROWTH IN THE
 LX4113'AREA OF THE STATION.  A NEW DESCRIPTION FOLLOWS.
 LX4113'
 LX4113'THE STATION IS LOCATED IN THE TOWN OF MOUNT PLEASANT ABOUT 2.5
 LX4113'MILES EAST OF THE EAST SHORE OF THE HUDSON RIVER, 2.2 MILES
 LX4113'EAST-NORTHEAST OF THE VILLAGE OF NORTH TARRYTOWN, 1.7 MILES
 LX4113'SOUTHWEST OF THE VILLAGE OF HAWTHORNE STATION, 1.3 MILES
 LX4113'SOUTHEAST OF THE SOUTHEAST SHORE OF POCANTICO LAKE AND ON
 LX4113'PROPERTY OWNED BY MR. JOHN D. ROCKEFELLER.
 LX4113'
 LX4113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 LX4113'STATE HIGHWAY 117 IN NORTH TARRYTOWN, GO NORTHEAST ON STATE
 LX4113'HIGHWAY 117 FOR 0.35 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 LX4113'AHEAD ON STATE HIGHWAY 117 FOR 1.15 MILES TO A CROSSROAD AND A
 LX4113'SMALL PARK ON THE RIGHT IN THE VILLAGE OF POCANTICO HILLS.  (TO
 LX4113'GET KEY TO THE STATION, TURN RIGHT HERE AND GO SOUTH FOR 0.2
 LX4113'MILE TO THE ENTRANCE TO THE ROCKEFELLER ESTATES HEADQUARTERS,
 LX4113'INSIDE THE GATE AND FENCED AREA.) TURN LEFT AND GO NORTHEAST
 LX4113'FOR 0.15 MILE TO A SIDE ROAD RIGHT JUST BEFORE REACHING A
 LX4113'STONE CHURCH ON THE RIGHT.  TURN RIGHT AND GO EAST ON A
 LX4113'PAVED ROAD FOR 0.05 MILE TO A LOCKED GATE.  PASS THROUGH THE
 LX4113'GATE AND CONTINUE EAST ON THE ROAD FOR 0.05 MILE TO A THREE
 LX4113'WAY FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON A
 LX4113'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  CONTINUE AHEAD
 LX4113'ON THE ROAD FOR 0.3 MILE TO A CROSSROAD.  CONTINUE AHEAD ON THE
 LX4113'ROAD FOR 0.3 MILE TO A REVERSE Y-FORK.  CONTINUE IN A
 LX4113'NORTHEASTERLY DIRECTION FOR 0.2 MILE TO A FORK, KEEP THE
 LX4113'RIGHT FORK AND GO NORTHEAST FOR 0.1 MILE TO A REVERSE
 LX4113'Y-FORK.  CONTINUE STRAIGHT FOR 0.35 MILE TO A ROAD LEFT.**
 LX4113'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORK.  TURN
 LX4113'SHARP LEFT AND GO SOUTHWEST UPHILL FOR 0.05 MILE ON A TRACK
 LX4113'ROAD TO THE STATION ON THE LEFT.
 LX4113'
 LX4113'THE STATION MARK IS A 3-INCH DRILL HOLE FILLED WITH CEMENT WITH
 LX4113'A 3/4-INCH IRON PIPE IN THE CENTER WHICH IS FLUSH WITH THE
 LX4113'SURFACE OF THE ROCK IN WHICH IT IS SET.  IT IS 0.99 FEET EAST
 LX4113'OF A U.S. GEOLOGICAL SURVEY DISK WHICH IS STAMPED, TT57K 1932.
 LX4113'
 LX4113'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO 1 1932, CEMENTED
 LX4113'IN A DRILL HOLE IN OUTCROP WHICH IS FLUSH WITH THE GROUND AND
 LX4113'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 LX4113'
 LX4113'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO 2 1932 CEMENTED
 LX4113'IN A DRILL HOLE IN OUTCROP WHICH IS FLUSH WITH THE GROUND.  IT
 LX4113'IS ON THE SOUTHWEST SLOPE OF THE HIGHEST PART OF THE HILL AND
 LX4113'ABOUT 2 FEET LOWER IN ELEVATION THATN THE STATION.
 LX4113'
 LX4113'REFERENCE MARK 3 IS A 3/4-INCH IRON BOLT LEADED IN A DRILL HOLE
 LX4113'IN A 3-FOOT BOULDER WHICH PROJECTS 3 FEET ABOVE THE GROUND AND
 LX4113'THE SAME ELEVATION AS THE STATION.
 LX4113'
 LX4113'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTERMILK 1938
 LX4113'SET IN A DRILL HOLE IN THE TOP CENTER OF A 21 X 21 X 52-INCH
 LX4113'CONCRETE PEDESTAL.  IT IS 20 FEET NORTHWEST OF A TRACK
 LX4113'ROAD.
 LX4113'
 LX4113'**TURN LEFT AND GO WEST ON A TRACK ROAD FOR 0.05 MILE TO AN
 LX4113'OLD PAVED ROAD.  TURN LEFT AND GO SOUTHWEST ON THE OLD PAVED
 LX4113'ROAD THROUGH A MEADOW FOR 0.1 MILE TO 2 CONCRETE PEDESTALS WHERE
 LX4113'THE PAVED ROAD ENDS AND A TRACK ROAD CONTINUES BETWEEN THE
 LX4113'PEDESTALS AND THE AZIMUTH MARK IN THE PEDESTAL ON THE RIGHT.
 LX4113'
 LX4113'HEIGHT OF LIGHT ABOVE STATION MARK 87.4 FEET.
 LX4113
 LX4113                          STATION RECOVERY (2000)
 LX4113
 LX4113'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 LX4113'RECOVERED IN GOOD CONDITION.
 LX4113
 LX4113                          STATION RECOVERY (2006)
 LX4113
 LX4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (GEL)
 LX4113'REQUEST PERMISSION FROM THE GREENROCK CORP. PRIOR TO VISITING THE
 LX4113'STATION.  CALL 914-631-4581 AND ASK FOR JERRY CALLAHAN.  THE MARK IS
 LX4113'IN A CLEARING BUT HAS SOME TREES NEARBY. A BRONZE PLAQUE COMMEMORATING
 LX4113'STATION BUTTERMILK IS SET IN A STONE BRIDGE ON BEDFORD ROAD ABOUT
 LX4113'0.5 MI W OF THE STATION. THE PLAQUE WAS SET BY NGS IN 1976 AS PART OF
 LX4113'THE US 200TH BICENTENNIAL CELEBRATION.  THE PLAQUE STATES THAT
 LX4113'BUTTERMILK IS THE OLDEST EXISTING FIRST ORDER MARK IN THE US.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4128 ***********************************************************************
 LX4128  DESIGNATION -  BUTTERMILK AZ 1
 LX4128  PID         -  LX4128
 LX4128  STATE/COUNTY-  NY/WESTCHESTER
 LX4128  USGS QUAD   -  WHITE PLAINS (1967)
 LX4128
 LX4128                         *CURRENT SURVEY CONTROL
 LX4128  ___________________________________________________________________
 LX4128* NAD 83(1996)-  41 06 47.83835(N)    073 47 37.49546(W)     ADJUSTED  
 LX4128* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 LX4128  ___________________________________________________________________
 LX4128  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 LX4128  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 LX4128
 LX4128  HORZ ORDER  -  SECOND
 LX4128
 LX4128.The horizontal coordinates were established by classical geodetic methods
 LX4128.and adjusted by the National Geodetic Survey in January 1999..
 LX4128
 LX4128.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4128
 LX4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4128
 LX4128.The geoid height was determined by GEOID03.
 LX4128
 LX4128;                    North         East     Units Scale Factor Converg.
 LX4128;SPC NY E     -   253,367.933   209,312.997   MT  0.99994328   +0 27 51.9
 LX4128;SPC NY E     -   831,257.96    686,721.06   sFT  0.99994328   +0 27 51.9
 LX4128;UTM  18      - 4,552,034.327   601,274.705   MT  0.99972623   +0 47 35.7
 LX4128
 LX4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4128!SPC NY E     -   0.99999295  x   0.99994328  =   0.99993623
 LX4128!UTM  18      -   0.99999295  x   0.99972623  =   0.99971919
 LX4128
 LX4128                          SUPERSEDED SURVEY CONTROL
 LX4128
 LX4128  NAD 83(1996)-  41 06 47.83881(N)    073 47 37.49610(W) AD(       ) 2
 LX4128  NAD 83(1992)-  41 06 47.83766(N)    073 47 37.49650(W) AD(       ) 2
 LX4128  NAD 83(1986)-  41 06 47.84040(N)    073 47 37.49566(W) AD(       ) 2
 LX4128  NAD 27      -  41 06 47.49406(N)    073 47 39.01397(W) AD(       ) 2
 LX4128  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 LX4128
 LX4128.Superseded values are not recommended for survey control.
 LX4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4128.See file dsdata.txt to determine how the superseded data were derived.
 LX4128
 LX4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0127552034(NAD 83)
 LX4128_MARKER: DD = SURVEY DISK
 LX4128_SETTING: 0 = UNSPECIFIED SETTING
 LX4128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4128
 LX4128  HISTORY     - Date     Condition        Report By
 LX4128  HISTORY     - 1964     MONUMENTED       NY-119
 LX4128
 LX4128                          STATION DESCRIPTION
 LX4128
 LX4128'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4128'STATION BUTTERMILK AZ-1 IS THE CENTER MARK ON A BRONZE DISC SET
 LX4128'IN A CONCRETE MONUMENT ON THE EASTERLY SIDE OF THE SAW MILL
 LX4128'RIVER PARKWAY 0.5 MILES NORTH OF HAWTHORNE CIRCLE.
 LX4128'
 LX4128'THIS DISC IS STAMPED WESTCHESTER CO. CONTROL SURVEY.
 LX4128'
 LX4128'THIS MONUMENT WAS FORMED BY POURING CONCRETE INTO A 15 IN DIA X
 LX4128'3.5 FT DEEP HOLE DUG IN EARTH.  A SQUARED, TAPERED HEAD WAS FORMED.
 LX4128'
 LX4128'THIS DISC WAS STAMPED BUTTERMILK AZ-1 1964 IN DECEMBER 1964
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4125 ***********************************************************************
 LX4125  DESIGNATION -  BUTTERMILK AZ 2
 LX4125  PID         -  LX4125
 LX4125  STATE/COUNTY-  NY/WESTCHESTER
 LX4125  USGS QUAD   -  WHITE PLAINS (1967)
 LX4125
 LX4125                         *CURRENT SURVEY CONTROL
 LX4125  ___________________________________________________________________
 LX4125* NAD 83(1996)-  41 06 38.40604(N)    073 47 51.87611(W)     ADJUSTED  
 LX4125* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 LX4125  ___________________________________________________________________
 LX4125  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 LX4125  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LX4125
 LX4125  HORZ ORDER  -  SECOND
 LX4125
 LX4125.The horizontal coordinates were established by classical geodetic methods
 LX4125.and adjusted by the National Geodetic Survey in January 1999..
 LX4125
 LX4125.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4125
 LX4125.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4125
 LX4125.The geoid height was determined by GEOID03.
 LX4125
 LX4125;                    North         East     Units Scale Factor Converg.
 LX4125;SPC NY E     -   253,074.271   208,979.859   MT  0.99994280   +0 27 42.3
 LX4125;SPC NY E     -   830,294.50    685,628.09   sFT  0.99994280   +0 27 42.3
 LX4125;UTM  18      - 4,551,738.822   600,943.330   MT  0.99972541   +0 47 26.0
 LX4125
 LX4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4125!SPC NY E     -   0.99999358  x   0.99994280  =   0.99993638
 LX4125!UTM  18      -   0.99999358  x   0.99972541  =   0.99971900
 LX4125
 LX4125                          SUPERSEDED SURVEY CONTROL
 LX4125
 LX4125  NAD 83(1996)-  41 06 38.40649(N)    073 47 51.87675(W) AD(       ) 2
 LX4125  NAD 83(1992)-  41 06 38.40534(N)    073 47 51.87715(W) AD(       ) 2
 LX4125  NAD 83(1986)-  41 06 38.40811(N)    073 47 51.87633(W) AD(       ) 2
 LX4125  NAD 27      -  41 06 38.06158(N)    073 47 53.39245(W) AD(       ) 2
 LX4125  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 LX4125
 LX4125.Superseded values are not recommended for survey control.
 LX4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4125.See file dsdata.txt to determine how the superseded data were derived.
 LX4125
 LX4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0094351739(NAD 83)
 LX4125_MARKER: DD = SURVEY DISK
 LX4125_SETTING: 0 = UNSPECIFIED SETTING
 LX4125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4125
 LX4125  HISTORY     - Date     Condition        Report By
 LX4125  HISTORY     - 1964     MONUMENTED       NY-119
 LX4125
 LX4125                          STATION DESCRIPTION
 LX4125
 LX4125'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4125'STATION BUTTERMILK AZ-2 IS THE CENTER MARK ON A STANDARD BRONZE
 LX4125'DISC SET IN A CONCRETE MONUMENT ON THE EASTERLY SIDE OF THE SAW
 LX4125'MILL RIVER PKWY ABOUT 0.2 + OR - MILES NORTH OF HAWTHORNE CIRCLE.
 LX4125'
 LX4125'THIS MONUMENT WAS FORMED BY POURING CONCRETE INTO A HOLE DUG
 LX4125'3.5 FT DEEP AND 15 IN IN DIAMETER.  A 10 IN X 10 IN SQUARE HEAD WAS
 LX4125'FORMED AND THE DISC CENTERED.
 LX4125'
 LX4125'THE DISC IS STAMPED WESTCHESTER CO. CONTROL SURVEY.
 LX4125'
 LX4125'THIS DISC WAS STAMPED BUTTERMILK AZ-2, 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4150 ***********************************************************************
 LX4150  DESIGNATION -  BUTTERMILK AZ 3
 LX4150  PID         -  LX4150
 LX4150  STATE/COUNTY-  NY/WESTCHESTER
 LX4150  USGS QUAD   -  WHITE PLAINS (1967)
 LX4150
 LX4150                         *CURRENT SURVEY CONTROL
 LX4150  ___________________________________________________________________
 LX4150* NAD 83(1996)-  41 05 57.71183(N)    073 46 36.41601(W)     ADJUSTED  
 LX4150* NAVD 88     -       137.1    (meters)     450.     (feet)  VERTCON   
 LX4150  ___________________________________________________________________
 LX4150  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 LX4150  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LX4150
 LX4150  HORZ ORDER  -  SECOND
 LX4150
 LX4150.The horizontal coordinates were established by classical geodetic methods
 LX4150.and adjusted by the National Geodetic Survey in January 1999..
 LX4150
 LX4150.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4150
 LX4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4150
 LX4150.The geoid height was determined by GEOID03.
 LX4150
 LX4150;                    North         East     Units Scale Factor Converg.
 LX4150;SPC NY E     -   251,833.412   210,750.736   MT  0.99994541   +0 28 31.6
 LX4150;SPC NY E     -   826,223.45    691,438.04   sFT  0.99994541   +0 28 31.6
 LX4150;UTM  18      - 4,550,508.412   602,720.913   MT  0.99972986   +0 48 15.0
 LX4150
 LX4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4150!SPC NY E     -   0.99998332  x   0.99994541  =   0.99992873
 LX4150!UTM  18      -   0.99998332  x   0.99972986  =   0.99971318
 LX4150
 LX4150                          SUPERSEDED SURVEY CONTROL
 LX4150
 LX4150  NAD 83(1996)-  41 05 57.71227(N)    073 46 36.41661(W) AD(       ) 2
 LX4150  NAD 83(1992)-  41 05 57.71112(N)    073 46 36.41700(W) AD(       ) 2
 LX4150  NAD 83(1986)-  41 05 57.71385(N)    073 46 36.41608(W) AD(       ) 2
 LX4150  NAD 27      -  41 05 57.36655(N)    073 46 37.93781(W) AD(       ) 2
 LX4150  NGVD 29 (07/19/86)  137.4    (m)          451.     (f) VERT ANG       
 LX4150
 LX4150.Superseded values are not recommended for survey control.
 LX4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4150.See file dsdata.txt to determine how the superseded data were derived.
 LX4150
 LX4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0272150508(NAD 83)
 LX4150_MARKER: Z = SEE DESCRIPTION
 LX4150_SETTING: 0 = UNSPECIFIED SETTING
 LX4150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4150
 LX4150  HISTORY     - Date     Condition        Report By
 LX4150  HISTORY     - 1966     MONUMENTED       NY-119
 LX4150
 LX4150                          STATION DESCRIPTION
 LX4150
 LX4150'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4150'POSITION DETERMINED BY TRAVERSE FROM STATION BUTTERMILK 1833
 LX4150'AND CHECKED BY ADDITIONAL OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4127 ***********************************************************************
 LX4127  DESIGNATION -  BUTTERMILK AZ 4
 LX4127  PID         -  LX4127
 LX4127  STATE/COUNTY-  NY/WESTCHESTER
 LX4127  USGS QUAD   -  WHITE PLAINS (1967)
 LX4127
 LX4127                         *CURRENT SURVEY CONTROL
 LX4127  ___________________________________________________________________
 LX4127* NAD 83(1996)-  41 06 26.97447(N)    073 47 47.87450(W)     ADJUSTED  
 LX4127* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 LX4127  ___________________________________________________________________
 LX4127  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 LX4127  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LX4127
 LX4127  HORZ ORDER  -  SECOND
 LX4127
 LX4127.The horizontal coordinates were established by classical geodetic methods
 LX4127.and adjusted by the National Geodetic Survey in January 1999..
 LX4127
 LX4127.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4127
 LX4127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4127
 LX4127.The geoid height was determined by GEOID03.
 LX4127
 LX4127;                    North         East     Units Scale Factor Converg.
 LX4127;SPC NY E     -   252,722.404   209,076.062   MT  0.99994294   +0 27 44.9
 LX4127;SPC NY E     -   829,140.09    685,943.71   sFT  0.99994294   +0 27 44.9
 LX4127;UTM  18      - 4,551,387.590   601,041.529   MT  0.99972565   +0 47 28.5
 LX4127
 LX4127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4127!SPC NY E     -   0.99999107  x   0.99994294  =   0.99993402
 LX4127!UTM  18      -   0.99999107  x   0.99972565  =   0.99971673
 LX4127
 LX4127                          SUPERSEDED SURVEY CONTROL
 LX4127
 LX4127  NAD 83(1996)-  41 06 26.97492(N)    073 47 47.87514(W) AD(       ) 2
 LX4127  NAD 83(1992)-  41 06 26.97377(N)    073 47 47.87553(W) AD(       ) 2
 LX4127  NAD 83(1986)-  41 06 26.97657(N)    073 47 47.87472(W) AD(       ) 2
 LX4127  NAD 27      -  41 06 26.62949(N)    073 47 49.39258(W) AD(       ) 2
 LX4127  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 LX4127
 LX4127.Superseded values are not recommended for survey control.
 LX4127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4127.See file dsdata.txt to determine how the superseded data were derived.
 LX4127
 LX4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0104251388(NAD 83)
 LX4127_MARKER: DD = SURVEY DISK
 LX4127_SETTING: 0 = UNSPECIFIED SETTING
 LX4127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4127
 LX4127  HISTORY     - Date     Condition        Report By
 LX4127  HISTORY     - 1964     MONUMENTED       NY-119
 LX4127
 LX4127                          STATION DESCRIPTION
 LX4127
 LX4127'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4127'STATION BUTTERMILK AZ 4 IS THE CENTER MARK OF A STANDARD
 LX4127'BRONZE DISC SET IN THE CONCRETE SIDEWALK OF THE NORTHWEST CORNER
 LX4127'OF THE BRIDGE CROSSING THE NEW YORK CENTRAL R.R. AT NEW BROADWAY
 LX4127'IN THE VILLAGE OF HAWTHORNE.
 LX4127'
 LX4127'THIS DISC IS STAMPED WESTCHESTER CO. CONTROL SURVEY
 LX4127'
 LX4127'THIS DISC WAS STAMPED BUTTERMILK AZ-4 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4132 ***********************************************************************
 LX4132  DESIGNATION -  BUTTERMILK AZ 5
 LX4132  PID         -  LX4132
 LX4132  STATE/COUNTY-  NY/WESTCHESTER
 LX4132  USGS QUAD   -  WHITE PLAINS (1967)
 LX4132
 LX4132                         *CURRENT SURVEY CONTROL
 LX4132  ___________________________________________________________________
 LX4132* NAD 83(1996)-  41 05 24.95539(N)    073 48 05.84862(W)     ADJUSTED  
 LX4132* NAVD 88     -       132.3    (meters)     434.     (feet)  VERTCON   
 LX4132  ___________________________________________________________________
 LX4132  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 LX4132  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LX4132
 LX4132  HORZ ORDER  -  SECOND
 LX4132
 LX4132.The horizontal coordinates were established by classical geodetic methods
 LX4132.and adjusted by the National Geodetic Survey in January 1999..
 LX4132
 LX4132.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4132
 LX4132.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4132
 LX4132.The geoid height was determined by GEOID03.
 LX4132
 LX4132;                    North         East     Units Scale Factor Converg.
 LX4132;SPC NY E     -   250,805.986   208,672.041   MT  0.99994235   +0 27 32.5
 LX4132;SPC NY E     -   822,852.64    684,618.19   sFT  0.99994235   +0 27 32.5
 LX4132;UTM  18      - 4,549,469.303   600,648.595   MT  0.99972468   +0 47 15.7
 LX4132
 LX4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4132!SPC NY E     -   0.99998408  x   0.99994235  =   0.99992644
 LX4132!UTM  18      -   0.99998408  x   0.99972468  =   0.99970877
 LX4132
 LX4132                          SUPERSEDED SURVEY CONTROL
 LX4132
 LX4132  NAD 83(1996)-  41 05 24.95583(N)    073 48 05.84928(W) AD(       ) 2
 LX4132  NAD 83(1992)-  41 05 24.95465(N)    073 48 05.84970(W) AD(       ) 2
 LX4132  NAD 83(1986)-  41 05 24.95756(N)    073 48 05.84862(W) AD(       ) 2
 LX4132  NAD 27      -  41 05 24.60936(N)    073 48 07.36735(W) AD(       ) 2
 LX4132  NGVD 29 (07/19/86)  132.6    (m)          435.     (f) VERT ANG       
 LX4132
 LX4132.Superseded values are not recommended for survey control.
 LX4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4132.See file dsdata.txt to determine how the superseded data were derived.
 LX4132
 LX4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0064949469(NAD 83)
 LX4132_MARKER: DD = SURVEY DISK
 LX4132_SETTING: 0 = UNSPECIFIED SETTING
 LX4132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4132
 LX4132  HISTORY     - Date     Condition        Report By
 LX4132  HISTORY     - 1964     MONUMENTED       NY-119
 LX4132
 LX4132                          STATION DESCRIPTION
 LX4132
 LX4132'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4132'STATION BUTTERMILK AZ-5 IS THE CENTER MARK OF A STANDARD BRONZE
 LX4132'DISC SET IN A CONCRETE MONUMENT ON THE WESTERLY SIDE OF
 LX4132'BRADHURST AVE ROUTE 100 ON LANDS OF GRASSLANDS HOSPITAL, WEST CO.
 LX4132'
 LX4132'FROM THE ENTRANCE TO GRASSLANDS HOSPITAL ON ROUTE 100 GO NORTH
 LX4132'ON ROUTE 100 ABOUT 169 FT + OR - FROM THE INTERSECTION.  THE
 LX4132'MONUMENT, STAMPED WESTCHESTER CO. CONTROL SURVEY LIES ABOUT 7.5
 LX4132'FEET OFF EDGE OF ROAD.
 LX4132'
 LX4132'THIS MONUMENT WAS FORMED BY POURING CONCRETE INTO A HOLE, 15 IN
 LX4132'DIA X 3.5 FT DEEP.  A SQUARED, TAPERED HEAD WAS FORMED.
 LX4132'
 LX4132'THIS MONUMENT WAS STAMPED BUTTERMILK AZ-5, 1964, IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4121 ***********************************************************************
 LX4121  DESIGNATION -  BUTTERMILK AZ 6
 LX4121  PID         -  LX4121
 LX4121  STATE/COUNTY-  NY/WESTCHESTER
 LX4121  USGS QUAD   -  WHITE PLAINS (1967)
 LX4121
 LX4121                         *CURRENT SURVEY CONTROL
 LX4121  ___________________________________________________________________
 LX4121* NAD 83(1996)-  41 06 08.56896(N)    073 49 35.93064(W)     ADJUSTED  
 LX4121* NAVD 88     -       150.     (meters)     492.     (feet)  VERTCON   
 LX4121  ___________________________________________________________________
 LX4121  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 LX4121  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX4121
 LX4121  HORZ ORDER  -  SECOND
 LX4121
 LX4121.The horizontal coordinates were established by classical geodetic methods
 LX4121.and adjusted by the National Geodetic Survey in January 1999..
 LX4121
 LX4121.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4121
 LX4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4121
 LX4121.The geoid height was determined by GEOID03.
 LX4121
 LX4121;                    North         East     Units Scale Factor Converg.
 LX4121;SPC NY E     -   252,134.752   206,559.415   MT  0.99993936   +0 26 33.6
 LX4121;SPC NY E     -   827,212.10    677,687.01   sFT  0.99993936   +0 26 33.6
 LX4121;UTM  18      - 4,550,785.638   598,528.845   MT  0.99971948   +0 46 17.2
 LX4121
 LX4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4121!SPC NY E     -   0.99998137  x   0.99993936  =   0.99992073
 LX4121!UTM  18      -   0.99998137  x   0.99971948  =   0.99970085
 LX4121
 LX4121                          SUPERSEDED SURVEY CONTROL
 LX4121
 LX4121  NAD 83(1996)-  41 06 08.56943(N)    073 49 35.93128(W) AD(       ) 2
 LX4121  NAD 83(1992)-  41 06 08.56827(N)    073 49 35.93167(W) AD(       ) 2
 LX4121  NAD 83(1986)-  41 06 08.57106(N)    073 49 35.93073(W) AD(       ) 2
 LX4121  NAD 27      -  41 06 08.22401(N)    073 49 37.44717(W) AD(       ) 2
 LX4121  NGVD 29 (07/19/86)  150.     (m)          492.     (f) VERT ANG       
 LX4121
 LX4121.Superseded values are not recommended for survey control.
 LX4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4121.See file dsdata.txt to determine how the superseded data were derived.
 LX4121
 LX4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9852950786(NAD 83)
 LX4121_MARKER: DD = SURVEY DISK
 LX4121_SETTING: 0 = UNSPECIFIED SETTING
 LX4121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4121
 LX4121  HISTORY     - Date     Condition        Report By
 LX4121  HISTORY     - 1964     MONUMENTED       NY-119
 LX4121
 LX4121                          STATION DESCRIPTION
 LX4121
 LX4121'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4121'STATION BUTTERMILK AZ 6 IS THE CENTER MARK OF A STANDARD
 LX4121'BRONZE DISC SET IN LEDGE ROCK ON THE WESTERLY SIDE OF ROUTE 117,
 LX4121'BEDFORD ROCK, ON LANDS OF ROCKEFELLER.
 LX4121'
 LX4121'FROM THE INTERSECTION OF RT 117 AND RT 100 (9-A) GO SOUTHWESTERLY
 LX4121'ON RT 117 ABOUT 3 MILES + OR - TO POLE NYT 116 AND GENERAL LOCATION
 LX4121'OF STATION.
 LX4121'
 LX4121'THIS STATION WAS STAMPED BUTTERMILK AZ 6, 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1076 ***********************************************************************
 OF1076  DESIGNATION -  BUTTON
 OF1076  PID         -  OF1076
 OF1076  STATE/COUNTY-  NY/MONROE
 OF1076  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1076
 OF1076                         *CURRENT SURVEY CONTROL
 OF1076  ___________________________________________________________________
 OF1076* NAD 83(1986)-  43 18 08.     (N)    077 43 21.     (W)     SCALED    
 OF1076* NAVD 88     -        77.230  (meters)     253.38   (feet)  ADJUSTED  
 OF1076  ___________________________________________________________________
 OF1076  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OF1076  DYNAMIC HT  -          77.213 (meters)     253.32  (feet)  COMP
 OF1076  MODELED GRAV-     980,401.6   (mgal)                       NAVD 88
 OF1076
 OF1076  VERT ORDER  -  FIRST     CLASS II
 OF1076
 OF1076.The horizontal coordinates were scaled from a topographic map and have
 OF1076.an estimated accuracy of +/- 6 seconds.
 OF1076
 OF1076.The orthometric height was determined by differential leveling
 OF1076.and adjusted by the National Geodetic Survey in June 1991..
 OF1076
 OF1076.The geoid height was determined by GEOID03.
 OF1076
 OF1076.The dynamic height is computed by dividing the NAVD 88
 OF1076.geopotential number by the normal gravity value computed on the
 OF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1076.degrees latitude (g = 980.6199 gals.).
 OF1076
 OF1076.The modeled gravity was interpolated from observed gravity values.
 OF1076
 OF1076;                    North         East    Units  Estimated Accuracy
 OF1076;SPC NY W     -   367,100.      419,840.      MT  (+/- 180 meters Scaled)
 OF1076
 OF1076                          SUPERSEDED SURVEY CONTROL
 OF1076
 OF1076  NGVD 29 (??/??/92)   77.428  (m)          254.03   (f) ADJ UNCH    1 2
 OF1076
 OF1076.Superseded values are not recommended for survey control.
 OF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1076.See file dsdata.txt to determine how the superseded data were derived.
 OF1076
 OF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN791979(NAD 83)
 OF1076_MARKER: Z = SEE DESCRIPTION
 OF1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1076_SP_SET: ROD
 OF1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1076
 OF1076  HISTORY     - Date     Condition        Report By
 OF1076  HISTORY     - UNK      MONUMENTED       USLS
 OF1076  HISTORY     - 1968     GOOD             NGS
 OF1076  HISTORY     - 19990424 GOOD             USPSQD
 OF1076  HISTORY     - 20001031 GOOD             NYDT
 OF1076
 OF1076                          STATION DESCRIPTION
 OF1076
 OF1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1076'6.75 MI NW FROM ROCHESTER.
 OF1076'BUTTON IS IN MONROE COUNTY, NEW YORK, ABOUT 1.2 MILES SOUTHERLY
 OF1076'OF MANITOU BEACH RD. (HWY. 261), ON WESTERLY SIDE OF LAKE ONTARIO
 OF1076'STATE PARKWAY, AT NORTHERLY END OF SMALL BRIDGE OVER BUTTONWOOD
 OF1076'CREEK, 24 FEET FROM CENTERLINE OF SOUTH BOUND LANE OF THE PARKWAY,
 OF1076'1.5 FEEET EASTERLY OF GUARD RAIL POST, 1.2 FEET NORTHEASTERLY OF
 OF1076'NORTHEAST CORNER OF BRIDGE, 1/2-FOOT BELOW THE GROUND SURFACE,
 OF1076'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 OF1076'STEEL ROD, 18 FEET LONG.
 OF1076
 OF1076                          STATION RECOVERY (1999)
 OF1076
 OF1076'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1076'RECOVERED IN GOOD CONDITION.
 OF1076
 OF1076                          STATION RECOVERY (2000)
 OF1076
 OF1076'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PTS)
 OF1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8783 ***********************************************************************
 AI8783  DESIGNATION -  BWA RESET
 AI8783  PID         -  AI8783
 AI8783  STATE/COUNTY-  NY/SARATOGA
 AI8783  USGS QUAD   -  MECHANICVILLE (1980)
 AI8783
 AI8783                         *CURRENT SURVEY CONTROL
 AI8783  ___________________________________________________________________
 AI8783* NAD 83(1996)-  42 57 17.55025(N)    073 40 32.53685(W)     ADJUSTED  
 AI8783* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 AI8783  ___________________________________________________________________
 AI8783  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AI8783  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AI8783
 AI8783  HORZ ORDER  -  SECOND
 AI8783
 AI8783.The horizontal coordinates were established by classical geodetic methods
 AI8783.and adjusted by the National Geodetic Survey in January 1999..
 AI8783
 AI8783.The orthometric height was scaled from a topographic map.
 AI8783
 AI8783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8783
 AI8783.The geoid height was determined by GEOID03.
 AI8783
 AI8783;                    North         East     Units Scale Factor Converg.
 AI8783;SPC NY E     -   457,989.094   217,256.447   MT  0.99995563   +0 33 42.2
 AI8783;SPC NY E     - 1,502,585.89    712,782.19   sFT  0.99995563   +0 33 42.2
 AI8783;UTM  18      - 4,756,654.508   608,020.789   MT  0.99974355   +0 54 09.0
 AI8783
 AI8783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8783!SPC NY E     -   0.99998921  x   0.99995563  =   0.99994484
 AI8783!UTM  18      -   0.99998921  x   0.99974355  =   0.99973276
 AI8783
 AI8783|---------------------------------------------------------------------|
 AI8783| PID    Reference Object                     Distance      Geod. Az  |
 AI8783|                                                           dddmmss.s |
 AI8783| MZ2359 BWA A                                11.014 METERS 19728     |
 AI8783| MZ2355 MECHANICVILLE COLLINS CO MAST       APPROX. 4.7 KM 2153810.9 |
 AI8783| AI8691 BWA 1                                              2903603.3 |
 AI8783|---------------------------------------------------------------------|
 AI8783
 AI8783                          SUPERSEDED SURVEY CONTROL
 AI8783
 AI8783  NAD 83(1996)-  42 57 17.55272(N)    073 40 32.53768(W) AD(       ) 2
 AI8783  NAD 83(1996)-  42 57 17.55308(N)    073 40 32.53781(W) AD(       ) 2
 AI8783  NAD 83(1992)-  42 57 17.55363(N)    073 40 32.53743(W) AD(       ) 2
 AI8783  NAD 83(1992)-  42 57 17.55388(N)    073 40 32.53752(W) AD(       ) 2
 AI8783  NAD 83(1986)-  42 57 17.55458(N)    073 40 32.53657(W) AD(       ) 2
 AI8783
 AI8783.Superseded values are not recommended for survey control.
 AI8783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8783.See file dsdata.txt to determine how the superseded data were derived.
 AI8783
 AI8783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0802156655(NAD 83)
 AI8783_MARKER: DS = TRIANGULATION STATION DISK
 AI8783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8783_STAMPING: BWA 1973 1984
 AI8783_MARK LOGO: NY-091
 AI8783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8783+STABILITY: SURFACE MOTION
 AI8783
 AI8783  HISTORY     - Date     Condition        Report By
 AI8783  HISTORY     - 1984     MONUMENTED       NGS
 AI8783  HISTORY     - 20020710 MARK NOT FOUND   USPSQD
 AI8783
 AI8783                          STATION DESCRIPTION
 AI8783
 AI8783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI8783'THE STATION MARK WAS RECOVERED BROKEN OFF.  A NEW SURFACE MARK WAS SET
 AI8783'OVER THE UNDERGROUND MARK.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 AI8783'CONDITION.  THE STATION MARK WAS PROBABLY BROKE OFF BY THE TELEPHONE
 AI8783'COMPANY AS THERE IS TWO CABLES OVER THE STATION MARK AT PRESENT.  THE
 AI8783'MARK IS 12-INCHES UNDERGROUND SO BE CAREFUL WHEN YOU DIG THE MARK OUT.
 AI8783'A NEW DESCRIPTION FOLLOWS.
 AI8783'THE STATION IS LOCATED IN THE TOWNSHIP OF STILLWATER, 12.1 KM (7.50
 AI8783'MI) SOUTHWEST OF QUAKER SPRINGS, 8.0 KM (4.95 MI) EAST OF ROUND LAKE,
 AI8783'3.2 KM (2.00 MI) WEST OF STILLWATER AND AT THE INTERSECTION OF JOLLY
 AI8783'AND FLIKE ROADS.  TO REACH THE STATION FROM THE POST OFFICE IN
 AI8783'STILLWATER, GO SOUTHWEST ON US HIGHWAY 4 AND STATE HIGHWAY 32 FOR 0.1
 AI8783'KM (0.05 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 AI8783'COUNTY ROAD FOR 2.7 KM (1.65 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND
 AI8783'GO SOUTHWEST ON FLIKE ROAD FOR 0.3 KM (0.20 MI) TO JOLLY ROAD AND THE
 AI8783'STATION AS DESCRIBED.
 AI8783'THE STATION IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED--BWA
 AI8783'1973 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 AI8783'(30 CM) IN DIAMETER, RECESSED 12 INCHES (30 CM) BELOW THE GROUND.
 AI8783'LOCATED 32.5 FT (9.9 M) WNW FROM THE CENTER OF FLIKE ROAD, 30.5 FT
 AI8783'(9.3 M) SSW FROM THE CENTER OF JOLLY ROAD, 3.5 FT (1.1 M) N FROM A
 AI8783'CUT-OFF TELEPHONE POLE NUMBER 013, AND 1.0 FT (0.3 M) NE FROM A METAL
 AI8783'WITNESS POST AND SIGN.  THE UNDERGROUND MARK IS A STANDARD SACGS DISK
 AI8783'STAMPED--BWA--, SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M)
 AI8783'BELOW THE SURFACE.
 AI8783'AZIMUTH MARK NO 1 IS A SARATOGA COUNTY GEODETIC SURVEY DISK STAMPED
 AI8783'BWA-1, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 AI8783'CM) IN DIAMETER, FLUSH WITH GROUND LOCATED 15.0 FT (4.6 M) NE FROM THE
 AI8783'CENTER OF JOLLY ROAD, 7.8 FT (2.4 M) SE FROM A POWERLINE POLE NUMBER
 AI8783'10, AND 2.0 FT (0.6 M) WNW FROM A METAL WITNESS POST AND SIGN.  TO
 AI8783'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST NORTHWEST ON JOLLY
 AI8783'ROAD FOR 0.5 KM (0.30 MI) TO THE MARK ON THE RIGHT.
 AI8783
 AI8783                          STATION RECOVERY (2002)
 AI8783
 AI8783'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AI8783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1092 ***********************************************************************
 KU1092  DESIGNATION -  BWAY USE
 KU1092  PID         -  KU1092
 KU1092  STATE/COUNTY-  NY/QUEENS
 KU1092  USGS QUAD   -  FLUSHING (1979)
 KU1092
 KU1092                         *CURRENT SURVEY CONTROL
 KU1092  ___________________________________________________________________
 KU1092* NAD 83(1986)-  40 45 45.     (N)    073 50 09.     (W)     SCALED    
 KU1092* NAVD 88     -         2.527  (meters)       8.29   (feet)  ADJUSTED  
 KU1092  ___________________________________________________________________
 KU1092  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU1092  DYNAMIC HT  -           2.526 (meters)       8.29  (feet)  COMP
 KU1092  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 KU1092
 KU1092  VERT ORDER  -  FIRST     CLASS II
 KU1092
 KU1092.The horizontal coordinates were scaled from a topographic map and have
 KU1092.an estimated accuracy of +/- 6 seconds.
 KU1092
 KU1092.The orthometric height was determined by differential leveling
 KU1092.and adjusted by the National Geodetic Survey in June 1991..
 KU1092
 KU1092.The geoid height was determined by GEOID03.
 KU1092
 KU1092.The dynamic height is computed by dividing the NAVD 88
 KU1092.geopotential number by the normal gravity value computed on the
 KU1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1092.degrees latitude (g = 980.6199 gals.).
 KU1092
 KU1092.The modeled gravity was interpolated from observed gravity values.
 KU1092
 KU1092;                    North         East    Units  Estimated Accuracy
 KU1092;SPC NY L     -    66,180.      313,860.      MT  (+/- 180 meters Scaled)
 KU1092
 KU1092                          SUPERSEDED SURVEY CONTROL
 KU1092
 KU1092  NGVD 29 (??/??/92)    2.859  (m)            9.38   (f) ADJ UNCH    1 2
 KU1092
 KU1092.Superseded values are not recommended for survey control.
 KU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1092.See file dsdata.txt to determine how the superseded data were derived.
 KU1092
 KU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL982130(NAD 83)
 KU1092_MARKER: Q = CHISELED SQUARE
 KU1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1092_SP_SET: BRIDGE
 KU1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1092
 KU1092  HISTORY     - Date     Condition        Report By
 KU1092  HISTORY     - UNK      MONUMENTED       DOD
 KU1092  HISTORY     - 1952     GOOD             NGS
 KU1092  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1092
 KU1092                          STATION DESCRIPTION
 KU1092
 KU1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1092'AT NEW YORK.
 KU1092'AT NEW YORK, IN BOROUGH OF QUEENS, AT FLUSHING, ON EAST BANK
 KU1092'OF FLUSHING RIVER, AT NORTHERN BOULEVARD BRIDGE OVER FLUSHING
 KU1092'RIVER AND LAWRENCE STREET, 199 FEET WEST OF WEST CURB OF
 KU1092'LAWRENCE STREET, 36 FEET SOUTH OF SOUTH EDGE OF BRIDGE, A
 KU1092'1 1/2-INCH OUTLINED SQUARE ON TOP OF THE SOUTHWEST CORNER OF
 KU1092'A GRANITE RETAINING WALL RUNNING NORTH-SOUTH UNDER BRIDGE AND
 KU1092'FORMING EAST BANK OF FLUSHING RIVER, 4 INCHES SOUTHWEST OF
 KU1092'SOUTHWEST CORNER OF A HEAVY CONCRETE AND GRANITE RAILING THAT
 KU1092'IS ON TOP OF RETAINING WALL AND ABOUT 1/2 FOOT ABOVE THE
 KU1092'LEVEL OF INSIDE SIDE WALK.
 KU1092
 KU1092                          STATION RECOVERY (2006)
 KU1092
 KU1092'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1092'THE MARK WAS NOT RECOVERED AND NOT FOUND.
 KU1092' 
 KU1092'LAWRENCE STREET WAS REPLACED IN 1969 BY COLLEGE POINT BOULEVARD. THE
 KU1092'OVERPASS APPEARS TO HAVE BEEN REBUILT AND ALL THE PIERS ARE OF STEEL.
 KU1092'THE RIVER BANK IS NOW OCCUPIED BY CEMENT AND GRAVEL WORKS AND NO
 KU1092'RETAINING WALL IS EVIDENT. THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2352 ***********************************************************************
 MZ2352  DESIGNATION -  BWB
 MZ2352  PID         -  MZ2352
 MZ2352  STATE/COUNTY-  NY/SARATOGA
 MZ2352  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2352
 MZ2352                         *CURRENT SURVEY CONTROL
 MZ2352  ___________________________________________________________________
 MZ2352* NAD 83(1996)-  42 56 17.71133(N)    073 41 52.64683(W)     ADJUSTED  
 MZ2352* NAVD 88     -        96.7    (meters)     317.     (feet)  VERTCON   
 MZ2352  ___________________________________________________________________
 MZ2352  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 MZ2352  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ2352
 MZ2352  HORZ ORDER  -  SECOND
 MZ2352
 MZ2352.The horizontal coordinates were established by classical geodetic methods
 MZ2352.and adjusted by the National Geodetic Survey in January 1999..
 MZ2352
 MZ2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2352
 MZ2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2352
 MZ2352.The geoid height was determined by GEOID03.
 MZ2352
 MZ2352;                    North         East     Units Scale Factor Converg.
 MZ2352;SPC NY E     -   456,125.148   215,458.386   MT  0.99995270   +0 32 47.0
 MZ2352;SPC NY E     - 1,496,470.59    706,883.05   sFT  0.99995270   +0 32 47.0
 MZ2352;UTM  18      - 4,754,780.300   606,234.224   MT  0.99973884   +0 53 13.4
 MZ2352
 MZ2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2352!SPC NY E     -   0.99998970  x   0.99995270  =   0.99994241
 MZ2352!UTM  18      -   0.99998970  x   0.99973884  =   0.99972855
 MZ2352
 MZ2352:                Primary Azimuth Mark                     Grid Az
 MZ2352:SPC NY E     -  BWB 1                                    017 11 17.4
 MZ2352:UTM  18      -  BWB 1                                    016 50 51.0
 MZ2352
 MZ2352|---------------------------------------------------------------------|
 MZ2352| PID    Reference Object                     Distance      Geod. Az  |
 MZ2352|                                                           dddmmss.s |
 MZ2352| DA3156 BWB 1                                              0174404.4 |
 MZ2352| DA3157 BWB 2                                              2062449.8 |
 MZ2352| MZ2351 BWB A                                 9.228 METERS 31140     |
 MZ2352|---------------------------------------------------------------------|
 MZ2352
 MZ2352                          SUPERSEDED SURVEY CONTROL
 MZ2352
 MZ2352  NAD 83(1996)-  42 56 17.71383(N)    073 41 52.64769(W) AD(       ) 2
 MZ2352  NAD 83(1996)-  42 56 17.71418(N)    073 41 52.64781(W) AD(       ) 2
 MZ2352  NAD 83(1992)-  42 56 17.71473(N)    073 41 52.64743(W) AD(       ) 2
 MZ2352  NAD 83(1992)-  42 56 17.71498(N)    073 41 52.64753(W) AD(       ) 2
 MZ2352  NAD 83(1986)-  42 56 17.71557(N)    073 41 52.64646(W) AD(       ) 2
 MZ2352  NAD 27      -  42 56 17.44191(N)    073 41 54.22365(W) AD(       ) 2
 MZ2352  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 MZ2352
 MZ2352.Superseded values are not recommended for survey control.
 MZ2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2352.See file dsdata.txt to determine how the superseded data were derived.
 MZ2352
 MZ2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0623454780(NAD 83)
 MZ2352_MARKER: DD = SURVEY DISK
 MZ2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2352+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 MZ2352
 MZ2352  HISTORY     - Date     Condition        Report By
 MZ2352  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2352  HISTORY     - 20020606 MARK NOT FOUND   USPSQD
 MZ2352  HISTORY     - 20030707 GOOD             USPSQD
 MZ2352  HISTORY     - 20040707 GOOD             USPSQD
 MZ2352  HISTORY     - 20050707 GOOD             USPSQD
 MZ2352  HISTORY     - 20060821 GOOD             USPSQD
 MZ2352
 MZ2352                          STATION DESCRIPTION
 MZ2352
 MZ2352'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2352'THE STATION IS LOCATED 2.0 MILES WEST OF STILLWATER, 5.0
 MZ2352'MILES EAST OF ROUND LAKE, AND 7.5 MILES SOUTHWEST OF QUAKER
 MZ2352'SPRINGS IN THE TOWNSHIP OF STILLWATER.
 MZ2352'
 MZ2352'TO REACH THE STATION FROM THE POST OFFICE IN STILLWATER, GO
 MZ2352'NORTHWEST ON LAKE STREET FOR 0.30 MILE TO T-INTERSECTION OF
 MZ2352'KELLOGG ROAD ON LEFT.  TURN LEFT AND GO SOUTHWEST ON KELLOGG
 MZ2352'ROAD FOR 1.1 MILES TO T-INTERSECTION OF VAN NESS ROAD.  BEAR RIGHT
 MZ2352'AND GO NORTHWEST ON VAN NESS ROAD FOR 1.2 MILES TO THE
 MZ2352'INTERSECTION OF COUNTY HIGHWAY 75.  1 TURN LEFT AND GO SOUTHWEST
 MZ2352'ON COUNTY HIGHWAY 75 FOR 0.05 MILE TO STATION ON LEFT.
 MZ2352'
 MZ2352'TO REACH AZIMUTH MARK, BWB-1 (SACGS), FROM THE STATION, GO
 MZ2352'NORTHEAST ON COUNTY HIGHWAY 75 FOR 0.075 MILE TO MARK ON RIGHT.
 MZ2352'
 MZ2352'TO REACH AZIMUTH MARK, BWB-2 (SACGS), FROM THE STATION CONTINUE
 MZ2352'SOUTHWEST ON COUNTY HIGHWAY 75 FOR 0.25 MILE TO THE JUNCTION OF
 MZ2352'GRAVES ROAD ON RIGHT.  THE MARK IS LOCATED AT THE JUNCTION
 MZ2352'BETWEEN GRAVES ROAD AND COUNTY HIGHWAY 75.
 MZ2352'
 MZ2352'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2352'SURVEY STAMPED BWB.  THE SURFACE MARK IS SET IN THE TOP OF
 MZ2352'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW
 MZ2352'THE GROUND.  IT IS LOCATED 14.8 FEET EAST OF THE CENTERLINE OF
 MZ2352'COUNTY HIGHWAY 75, 59.5 FEET NORTH OF THE NORTH RANGE LINE OF
 MZ2352'A WHITE WOOD FRAME HOUSE ON THE EAST SIDE OF COUNTY HIGHWAY 75,
 MZ2352'40.6 FEET SOUTHEAST OF POLE NYS E AND G E81, NYT 69, AND 79.5
 MZ2352'FEET SOUTH OF THE SOUTH RANGE LINE OF A WOOD FRAME HOUSE ON
 MZ2352'THE EAST SIDE OF COUNTY HIGHWAY 75.  THE UNDERGROUND MARK
 MZ2352'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2352'BELOW THE GROUND.
 MZ2352'
 MZ2352'AZIMUTH MARK, BWB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2352'COUNTY GEODETIC SURVEY STAMPED BWB-1.  IT IS SET IN THE TOP
 MZ2352'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 MZ2352'BELOW THE GROUND.  IT IS LOCATED 16.4 FEET EAST OF THE
 MZ2352'CENTERLINE OF COUNTY HIGHWAY 75, 68.7 FEET SOUTH OF POLE 130,
 MZ2352'NTY 1/2, L143, 1, 14.1 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MZ2352'SOUTH END OF A CULVERT PIPE, 135.0 FEET NORTH OF THE CENTERLINE
 MZ2352'OF VAN NESS ROAD, AND 2.0 FEET NORTH OF THE NORTH RANGE LINE
 MZ2352'OF A RED WOOD FRAME HOUSE ON THE NORTH SIDE OF VAN NESS ROAD.
 MZ2352'
 MZ2352'AZIMUTH MARK, BWB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2352'COUNTY GEODETIC SURVEY STAMPED BWB-2.  IT IS SET IN THE TOP
 MZ2352'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 MZ2352'BELOW THE GROUND.  IT IS LOCATED 12.9 FEET EAST OF THE
 MZ2352'CENTERLINE OF GRAVES ROAD, 24.8 FEET SOUTHWEST OF THE
 MZ2352'CENTERLINE OF COUNTY HIGHWAY 75, 46.0 FEET WEST OF THE
 MZ2352'CENTERLINE OF FACE OF A HEADWALL ON THE EAST SIDE OF COUNTY
 MZ2352'HIGHWAY 75, 23.7 FEET NORTHWEST OF THE CENTERLINE OF THE FACE
 MZ2352'OF A HEADWALL ON THE WEST SIDE OF COUNTY HIGHWAY 75, AND 45.5
 MZ2352'FEET NORTHWEST OF POLE NYS E AND G 71.
 MZ2352'
 MZ2352'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 MZ2352
 MZ2352                          STATION RECOVERY (2002)
 MZ2352
 MZ2352'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2352'MARK NOT FOUND.
 MZ2352
 MZ2352                          STATION RECOVERY (2003)
 MZ2352
 MZ2352'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2352'MARK IS 14 INCHES FROM EDGE OF MACADAM,
 MZ2352' 
 MZ2352
 MZ2352                          STATION RECOVERY (2004)
 MZ2352
 MZ2352'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2352'RECOVERED IN GOOD CONDITION.
 MZ2352
 MZ2352                          STATION RECOVERY (2005)
 MZ2352
 MZ2352'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2352'RECOVERED IN GOOD CONDITION.
 MZ2352
 MZ2352                          STATION RECOVERY (2006)
 MZ2352
 MZ2352'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0822 ***********************************************************************
 MZ0822  DESIGNATION -  BWB 1
 MZ0822  PID         -  MZ0822
 MZ0822  STATE/COUNTY-  NY/SARATOGA
 MZ0822  USGS QUAD   -  MECHANICVILLE (1980)
 MZ0822
 MZ0822                         *CURRENT SURVEY CONTROL
 MZ0822  ___________________________________________________________________
 MZ0822* NAD 83(1986)-  42 56 21.     (N)    073 41 49.     (W)     SCALED    
 MZ0822* NAVD 88     -        95.288  (meters)     312.62   (feet)  ADJUSTED  
 MZ0822  ___________________________________________________________________
 MZ0822  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ0822  DYNAMIC HT  -          95.263 (meters)     312.54  (feet)  COMP
 MZ0822  MODELED GRAV-     980,359.5   (mgal)                       NAVD 88
 MZ0822
 MZ0822  VERT ORDER  -  FIRST     CLASS I
 MZ0822
 MZ0822.The horizontal coordinates were scaled from a topographic map and have
 MZ0822.an estimated accuracy of +/- 6 seconds.
 MZ0822
 MZ0822.The orthometric height was determined by differential leveling
 MZ0822.and adjusted by the National Geodetic Survey in June 1991..
 MZ0822
 MZ0822.The geoid height was determined by GEOID03.
 MZ0822
 MZ0822.The dynamic height is computed by dividing the NAVD 88
 MZ0822.geopotential number by the normal gravity value computed on the
 MZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0822.degrees latitude (g = 980.6199 gals.).
 MZ0822
 MZ0822.The modeled gravity was interpolated from observed gravity values.
 MZ0822
 MZ0822;                    North         East    Units  Estimated Accuracy
 MZ0822;SPC NY E     -   456,230.      215,540.      MT  (+/- 180 meters Scaled)
 MZ0822
 MZ0822                          SUPERSEDED SURVEY CONTROL
 MZ0822
 MZ0822.No superseded survey control is available for this station.
 MZ0822
 MZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN063548(NAD 83)
 MZ0822_MARKER: DD = SURVEY DISK
 MZ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0822_STAMPING: BWB-1
 MZ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0822+STABILITY: SURFACE MOTION
 MZ0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ0822+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 MZ0822
 MZ0822  HISTORY     - Date     Condition        Report By
 MZ0822  HISTORY     - UNK      MONUMENTED       NY-091
 MZ0822  HISTORY     - 1974     GOOD             NGS
 MZ0822  HISTORY     - 20020606 POOR             USPSQD
 MZ0822  HISTORY     - 20030616 POOR             USPSQD
 MZ0822  HISTORY     - 20040616 GOOD             USPSQD
 MZ0822  HISTORY     - 20050616 GOOD             USPSQD
 MZ0822  HISTORY     - 20060821 GOOD             USPSQD
 MZ0822
 MZ0822                          STATION DESCRIPTION
 MZ0822
 MZ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0822'3.0 MI NW FROM MECHANICVILLE.
 MZ0822'0.55 MILES NORTHEAST ALONG MULBERRY AVENUE FROM THE JUNCTION OF STATE
 MZ0822'HIGHWAY 67 AT MECHANICVILLE, THENCE 1.3 MILES NORTH ALONG BRICKYARD
 MZ0822'ROAD, THENCE 1.15 MILES WEST ALONG VANNESS ROAD, 145 FEET
 MZ0822'NORTH-NORTHWEST OF THE JUNCTION OF VANNESS ROAD AND COUNTY ROAD 75,
 MZ0822'17.2 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 77.9 FEET
 MZ0822'SOUTHWEST OF THE SOUTHWEST CORNER OF A IRON FENCE AROUND CEMETERY,
 MZ0822'69.5 FEET SOUTH OF A POWER POLE, 3 FEET NORTH-NORTHEAST OF A METAL
 MZ0822'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE COUNTY ROAD AND
 MZ0822'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE
 MZ0822'GROUND.
 MZ0822
 MZ0822                          STATION RECOVERY (2002)
 MZ0822
 MZ0822'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ0822'CONCRETE WITH MARK EXPOSED AND TILTED AT A 45 DEGREE ANGLE
 MZ0822
 MZ0822                          STATION RECOVERY (2003)
 MZ0822
 MZ0822'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0822'MARK RECOVERED IN POOR CONDITION.
 MZ0822
 MZ0822                          STATION RECOVERY (2004)
 MZ0822
 MZ0822'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0822'MONUMENT HAS BEEN STRAIGHTENED.
 MZ0822
 MZ0822                          STATION RECOVERY (2005)
 MZ0822
 MZ0822'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0822'RECOVERED IN GOOD CONDITION.
 MZ0822
 MZ0822                          STATION RECOVERY (2006)
 MZ0822
 MZ0822'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2573 ***********************************************************************
 MZ2573  DESIGNATION -  BWC
 MZ2573  PID         -  MZ2573
 MZ2573  STATE/COUNTY-  NY/SARATOGA
 MZ2573  USGS QUAD   -  ROUND LAKE (1980)
 MZ2573
 MZ2573                         *CURRENT SURVEY CONTROL
 MZ2573  ___________________________________________________________________
 MZ2573* NAD 83(1996)-  42 56 13.54023(N)    073 48 12.64934(W)     ADJUSTED  
 MZ2573* NAVD 88     -        84.9    (meters)     279.     (feet)  VERTCON   
 MZ2573  ___________________________________________________________________
 MZ2573  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MZ2573  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ2573
 MZ2573  HORZ ORDER  -  SECOND
 MZ2573
 MZ2573.The horizontal coordinates were established by classical geodetic methods
 MZ2573.and adjusted by the National Geodetic Survey in January 1999..
 MZ2573
 MZ2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2573
 MZ2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2573
 MZ2573.The geoid height was determined by GEOID03.
 MZ2573
 MZ2573;                    North         East     Units Scale Factor Converg.
 MZ2573;SPC NY E     -   455,919.696   206,844.486   MT  0.99993974   +0 28 28.0
 MZ2573;SPC NY E     - 1,495,796.54    678,622.28   sFT  0.99993974   +0 28 28.0
 MZ2573;UTM  18      - 4,754,523.694   597,623.578   MT  0.99971724   +0 48 54.4
 MZ2573
 MZ2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2573!SPC NY E     -   0.99999155  x   0.99993974  =   0.99993129
 MZ2573!UTM  18      -   0.99999155  x   0.99971724  =   0.99970880
 MZ2573
 MZ2573:                Primary Azimuth Mark                     Grid Az
 MZ2573:SPC NY E     -  BWC 1                                    090 12 53.6
 MZ2573:UTM  18      -  BWC 1                                    089 52 27.2
 MZ2573
 MZ2573|---------------------------------------------------------------------|
 MZ2573| PID    Reference Object                     Distance      Geod. Az  |
 MZ2573|                                                           dddmmss.s |
 MZ2573| DA3158 BWC 1                                              0904121.6 |
 MZ2573| MZ2572 BWC A                                18.010 METERS 13221     |
 MZ2573| DA3159 BWC 2                                              2591953.7 |
 MZ2573|---------------------------------------------------------------------|
 MZ2573
 MZ2573                          SUPERSEDED SURVEY CONTROL
 MZ2573
 MZ2573  NAD 83(1996)-  42 56 13.54284(N)    073 48 12.65020(W) AD(       ) 2
 MZ2573  NAD 83(1996)-  42 56 13.54317(N)    073 48 12.65032(W) AD(       ) 2
 MZ2573  NAD 83(1992)-  42 56 13.54371(N)    073 48 12.64996(W) AD(       ) 2
 MZ2573  NAD 83(1992)-  42 56 13.54395(N)    073 48 12.65005(W) AD(       ) 2
 MZ2573  NAD 83(1986)-  42 56 13.54449(N)    073 48 12.64901(W) AD(       ) 2
 MZ2573  NAD 27      -  42 56 13.27136(N)    073 48 14.21335(W) AD(       ) 2
 MZ2573  NGVD 29 (07/19/86)   85.1    (m)          279.     (f) VERT ANG       
 MZ2573
 MZ2573.Superseded values are not recommended for survey control.
 MZ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2573.See file dsdata.txt to determine how the superseded data were derived.
 MZ2573
 MZ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9762454524(NAD 83)
 MZ2573_MARKER: DD = SURVEY DISK
 MZ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2573
 MZ2573  HISTORY     - Date     Condition        Report By
 MZ2573  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2573  HISTORY     - 20010905 MARK NOT FOUND   USPSQD
 MZ2573  HISTORY     - 20020905 MARK NOT FOUND   USPSQD
 MZ2573  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 MZ2573
 MZ2573                          STATION DESCRIPTION
 MZ2573
 MZ2573'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2573'THE STATION IS LOCATED 0.5 MILE WEST OF ROUND LAKE, 2.5 MILES
 MZ2573'SOUTH OF MALTA, AND 2.0 MILES NORTHEAST OF JONESVILLE IN THE
 MZ2573'TOWNSHIP OF MALTA.
 MZ2573'
 MZ2573'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 MZ2573'ROUND LAKE GO NORTH ON BURLINGTON AVENUE FOR 0.1 MILE TO THE
 MZ2573'INTERSECTION OF COUNTY HIGHWAY 80 (GEORGE ROAD).  TURN LEFT AND
 MZ2573'GO WEST FOR 0.15 MILE TO AZIMUTH MARK, BWC-1 (SACGS), ON THE
 MZ2573'LEFT (ON THE CORNER OF GEORGE ROAD, LAKE AVENUE, AND ASBURY
 MZ2573'AVENUE).  CONTINUE WEST ON COUNTY HIGHWAY 80 FOR 0.35 MILE TO
 MZ2573'THE STATION ON THE RIGHT, WEST OF THE NORTHBOUND ENTRANCE
 MZ2573'RAMP OF INTERSTATE 87 (ADIRONDACK NORTHWAY) AT EXIT 11.
 MZ2573'
 MZ2573'TO REACH AZIMUTH MARK, BWC-2 (SACGS), FROM THE STATION
 MZ2573'CONTINUE WEST ON COUNTY HIGHWAY 80 FOR 0.15 MILE TO THE MARK
 MZ2573'ON THE RIGHT.
 MZ2573'
 MZ2573'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2573'SURVEY STAMPED BWC.  THE SURFACE MARK IS SET IN THE TOP OF
 MZ2573'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2573'THE GROUND.  IT IS LOCATED 28.0 FEET NORTH OF THE CENTERLINE
 MZ2573'OF COUNTY HIGHWAY 80, 85.6 FEET EAST OF THE CENTERLINE OF THE
 MZ2573'FACE OF A HEADWALL ON THE NORTH SIDE OF COUNTY HIGHWAY 80, AND
 MZ2573'75.2 FEET WEST OF THE CENTERLINE OF THE FACE OF A HEADWALL ON
 MZ2573'THE NORTH SIDE OF COUNTY HIGHWAY 80 AND WEST SIDE OF INTERSTATE
 MZ2573'87 ENTRANCE RAMP.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 MZ2573'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2573'
 MZ2573'AZIMUTH MARK, BWC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2573'COUNTY GEODETIC SURVEY STAMPED BWC-1.  IT IS SET IN THE TOP
 MZ2573'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 MZ2573'BELOW THE GROUND.  IT IS LOCATED 18.0 FEET EAST OF THE CENTERLINE
 MZ2573'OF LAKE AVENUE, 63.0 FEET SOUTHEAST OF A CATCH BASIN ON THE
 MZ2573'NORTH SIDE OF COUNTY HIGHWAY 80, 16.0 FEET SOUTHWEST OF
 MZ2573'A 12-INCH CEDAR TREE, 16.0 FEET NORTHWEST OF A 12-INCH CEDAR
 MZ2573'TREE, AND 42.0 FEET NORTHEAST OF A 28-INCH ELM TREE.
 MZ2573'
 MZ2573'AZIMUTH MARK, BWC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2573'COUNTY GEODETIC SURVEY STAMPED BWC-2.  IT IS SET IN THE TOP
 MZ2573'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 MZ2573'BELOW THE GROUND.  IT IS LOCATED 59.0 FEET NORTH OF THE
 MZ2573'CENTERLINE OF COUNTY HIGHWAY 80, 117.0 FEET SOUTHEAST OF
 MZ2573'WESTERLY END OF A 6 FEET HIGH CHAIN LINK FENCE, 21.5 FEET
 MZ2573'SOUTHEAST OF A MOBIL SIGN POST, AND 81.0 FEET NORTHWEST OF THE
 MZ2573'END OF THE CENTERLINE OF A BLACKTOP DRAINAGE DITCH.
 MZ2573'
 MZ2573'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 MZ2573
 MZ2573                          STATION RECOVERY (2001)
 MZ2573
 MZ2573'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2573'MARK NOT FOUND.
 MZ2573
 MZ2573                          STATION RECOVERY (2002)
 MZ2573
 MZ2573'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2573'MARK NOT FOUND.
 MZ2573
 MZ2573                          STATION RECOVERY (2005)
 MZ2573
 MZ2573'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2360 ***********************************************************************
 MZ2360  DESIGNATION -  BXA
 MZ2360  PID         -  MZ2360
 MZ2360  STATE/COUNTY-  NY/SARATOGA
 MZ2360  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2360
 MZ2360                         *CURRENT SURVEY CONTROL
 MZ2360  ___________________________________________________________________
 MZ2360* NAD 83(1996)-  42 54 14.75916(N)    073 44 44.71008(W)     ADJUSTED  
 MZ2360* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 MZ2360  ___________________________________________________________________
 MZ2360  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MZ2360  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 MZ2360
 MZ2360  HORZ ORDER  -  SECOND
 MZ2360
 MZ2360.The horizontal coordinates were established by classical geodetic methods
 MZ2360.and adjusted by the National Geodetic Survey in January 1999..
 MZ2360
 MZ2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2360
 MZ2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2360
 MZ2360.The geoid height was determined by GEOID03.
 MZ2360
 MZ2360;                    North         East     Units Scale Factor Converg.
 MZ2360;SPC NY E     -   452,295.271   211,591.582   MT  0.99994665   +0 30 48.6
 MZ2360;SPC NY E     - 1,483,905.40    694,196.72   sFT  0.99994665   +0 30 48.6
 MZ2360;UTM  18      - 4,750,928.340   602,391.082   MT  0.99972898   +0 51 14.2
 MZ2360
 MZ2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2360!SPC NY E     -   0.99998879  x   0.99994665  =   0.99993544
 MZ2360!UTM  18      -   0.99998879  x   0.99972898  =   0.99971778
 MZ2360
 MZ2360:                Primary Azimuth Mark                     Grid Az
 MZ2360:SPC NY E     -  BXA 2                                    173 06 26.7
 MZ2360:UTM  18      -  BXA 2                                    172 46 01.1
 MZ2360
 MZ2360|---------------------------------------------------------------------|
 MZ2360| PID    Reference Object                     Distance      Geod. Az  |
 MZ2360|                                                           dddmmss.s |
 MZ2360| DA3161 BXA 2                                              1733715.3 |
 MZ2360| MZ2361 BXA A                                11.780 METERS 31544     |
 MZ2360| DA3160 BXA 1                                              3534438.1 |
 MZ2360|---------------------------------------------------------------------|
 MZ2360
 MZ2360                          SUPERSEDED SURVEY CONTROL
 MZ2360
 MZ2360  NAD 83(1996)-  42 54 14.76184(N)    073 44 44.71096(W) AD(       ) 2
 MZ2360  NAD 83(1996)-  42 54 14.76218(N)    073 44 44.71102(W) AD(       ) 2
 MZ2360  NAD 83(1992)-  42 54 14.76265(N)    073 44 44.71072(W) AD(       ) 2
 MZ2360  NAD 83(1992)-  42 54 14.76290(N)    073 44 44.71079(W) AD(       ) 2
 MZ2360  NAD 83(1986)-  42 54 14.76339(N)    073 44 44.70992(W) AD(       ) 2
 MZ2360  NAD 27      -  42 54 14.48867(N)    073 44 46.28185(W) AD(       ) 2
 MZ2360  NGVD 29 (07/19/86)  102.8    (m)          337.     (f) VERT ANG       
 MZ2360
 MZ2360.Superseded values are not recommended for survey control.
 MZ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2360.See file dsdata.txt to determine how the superseded data were derived.
 MZ2360
 MZ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0239150928(NAD 83)
 MZ2360_MARKER: DD = SURVEY DISK
 MZ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2360
 MZ2360  HISTORY     - Date     Condition        Report By
 MZ2360  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2360  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2360
 MZ2360                          STATION DESCRIPTION
 MZ2360
 MZ2360'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2360'THE STATION IS LOCATED 1.5 MILES EAST OF USHERS, 2.5 MILES WEST
 MZ2360'OF MECHANICVILLE, AND 3.0 MILES NORTHEAST OF CLIFTON PARK IN THE
 MZ2360'TOWNSHIP OF HALFMOON.
 MZ2360'
 MZ2360'TO REACH THE STATION FROM EXIT 10, INTERSTATE 87 (ADIRONDACK
 MZ2360'NORTHWAY) GO EAST ON JONESVILLE ROAD 0.45 MILE TO THE
 MZ2360'INTERSECTION OF U.S. HIGHWAY 9, CONTINUE EASTERLY ACROSS U.S.
 MZ2360'HIGHWAY 9 TO USHERS ROAD.  GO EAST ON USHERS ROAD FOR 0.3
 MZ2360'MILE TO A Y-INTERSECTION OF TABOR ROAD ON THE RIGHT.  BEAR RIGHT
 MZ2360'ON TABOR ROAD AND GO SOUTHWEST 1.65 MILE TO THE INTERSECTION OF
 MZ2360'TABOR ROAD AND CARY ROAD.  TURN LEFT ON CARY ROAD AND GO NORTH
 MZ2360'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 MZ2360'
 MZ2360'TO REACH AZIMUTH MARK, BXA-1 (SACGS), FROM THE STATION CONTINUE
 MZ2360'NORTHERLY ALONG CARY ROAD FOR 0.40 MILE TO THE MARK ON THE LEFT.
 MZ2360'
 MZ2360'TO REACH AZIMUTH MARK, BXA-2 (SACGS), FROM THE INTERSECTION
 MZ2360'OF TABOR ROAD AND CARY ROAD GO SOUTHERLY ON CARY ROAD FOR
 MZ2360'0.3 MILE TO THE MARK ON THE LEFT.
 MZ2360'
 MZ2360'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2360'SURVEY STAMPED BXA.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2360'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.50 FOOT BELOW THE
 MZ2360'GROUND.  IT IS LOCATED 89.7 FEET NORTHWEST OF THE NORTHWEST
 MZ2360'RANGE LINE OF A WHITE HOUSE, 105.0 FEET NORTHEAST OF A 28-INCH
 MZ2360'APPLE TREE, 119.0 FEET SOUTHEAST OF A CEDAR TREE, ALL
 MZ2360'ON THE WEST SIDE OF CARY ROAD, AND 12.4 FEET EAST OF THE
 MZ2360'CENTERLINE OF CARY ROAD.  THE UNDERGROUND MARK IS SET IN THE
 MZ2360'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 MZ2360'GROUND.
 MZ2360'
 MZ2360'AZIMUTH MARK, BXA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2360'COUNTY GEODETIC SURVEY STAMPED BXA-1.  IT IS SET IN THE TOP OF
 MZ2360'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 MZ2360'BELOW THE GROUND.  IT IS LOCATED 126.0 FEET SOUTHWEST OF AN
 MZ2360'18-INCH MAPLE TREE, 98.2 FEET SOUTHWEST OF AN 18-INCH MAPLE TREE,
 MZ2360'82.5 FEET SOUTHWEST OF THE SOUTHWEST RANGE LINE OF A
 MZ2360'WHITE HOUSE, ALL ON THE NORTHWEST SIDE OF CARY ROAD, AND
 MZ2360'12.4 FEET NORTHWEST OF THE CENTERLINE OF CARY ROAD.
 MZ2360'
 MZ2360'AZIMUTH MARK, BXA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2360'COUNTY GEODETIC SURVEY STAMPED BXA-2.  IT IS SET IN THE TOP OF
 MZ2360'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2360'THE GROUND.  IT IS LOCATED 2.0 FEET WEST OF A BARBED WIRE FENCE
 MZ2360'ON THE EAST SIDE OF CARY ROAD, 46.0 FEET NORTHEAST OF A 12-INCH
 MZ2360'OAK TREE, 39.0 FEET SOUTHEAST OF TRIPLE 12-INCH OAK
 MZ2360'TREES BOTH ON THE WEST SIDE OF CARY ROAD AND 14.0 FEET EAST
 MZ2360'OF THE CENTERLINE OF CARY ROAD.
 MZ2360'
 MZ2360'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 MZ2360
 MZ2360                          STATION RECOVERY (2005)
 MZ2360
 MZ2360'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2360'LAWN ESTABLISHED AT LOCATION.  PROBED BUT DI NOT DIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2560 ***********************************************************************
 MZ2560  DESIGNATION -  BXB
 MZ2560  PID         -  MZ2560
 MZ2560  STATE/COUNTY-  NY/SARATOGA
 MZ2560  USGS QUAD   -  ROUND LAKE (1980)
 MZ2560
 MZ2560                         *CURRENT SURVEY CONTROL
 MZ2560  ___________________________________________________________________
 MZ2560* NAD 83(1996)-  42 56 20.10811(N)    073 46 21.71504(W)     ADJUSTED  
 MZ2560* NAVD 88     -        49.2    (meters)     161.     (feet)  VERTCON   
 MZ2560  ___________________________________________________________________
 MZ2560  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MZ2560  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MZ2560
 MZ2560  HORZ ORDER  -  SECOND
 MZ2560
 MZ2560.The horizontal coordinates were established by classical geodetic methods
 MZ2560.and adjusted by the National Geodetic Survey in January 1999..
 MZ2560
 MZ2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2560
 MZ2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2560
 MZ2560.The geoid height was determined by GEOID03.
 MZ2560
 MZ2560;                    North         East     Units Scale Factor Converg.
 MZ2560;SPC NY E     -   456,143.641   209,357.750   MT  0.99994333   +0 29 43.7
 MZ2560;SPC NY E     - 1,496,531.26    686,867.88   sFT  0.99994333   +0 29 43.7
 MZ2560;UTM  18      - 4,754,762.525   600,134.910   MT  0.99972335   +0 50 10.1
 MZ2560
 MZ2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2560!SPC NY E     -   0.99999715  x   0.99994333  =   0.99994048
 MZ2560!UTM  18      -   0.99999715  x   0.99972335  =   0.99972051
 MZ2560
 MZ2560|---------------------------------------------------------------------|
 MZ2560| PID    Reference Object                     Distance      Geod. Az  |
 MZ2560|                                                           dddmmss.s |
 MZ2560| MZ2558 BXB A                                 7.523 METERS 12424     |
 MZ2560| DA3162 BXB 1                                              1354933.9 |
 MZ2560| DA3163 BXB 2                                              3303802.8 |
 MZ2560|---------------------------------------------------------------------|
 MZ2560
 MZ2560                          SUPERSEDED SURVEY CONTROL
 MZ2560
 MZ2560  NAD 83(1996)-  42 56 20.11087(N)    073 46 21.71566(W) AD(       ) 2
 MZ2560  NAD 83(1996)-  42 56 20.11119(N)    073 46 21.71580(W) AD(       ) 2
 MZ2560  NAD 83(1992)-  42 56 20.11166(N)    073 46 21.71552(W) AD(       ) 2
 MZ2560  NAD 83(1992)-  42 56 20.11190(N)    073 46 21.71562(W) AD(       ) 2
 MZ2560  NAD 83(1986)-  42 56 20.11228(N)    073 46 21.71475(W) AD(       ) 2
 MZ2560  NAD 27      -  42 56 19.83874(N)    073 46 23.28304(W) AD(       ) 2
 MZ2560  NGVD 29 (07/19/86)   49.4    (m)          162.     (f) VERT ANG       
 MZ2560
 MZ2560.Superseded values are not recommended for survey control.
 MZ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2560.See file dsdata.txt to determine how the superseded data were derived.
 MZ2560
 MZ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0013554763(NAD 83)
 MZ2560_MARKER: DD = SURVEY DISK
 MZ2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2560
 MZ2560  HISTORY     - Date     Condition        Report By
 MZ2560  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2560  HISTORY     - 20020610 MARK NOT FOUND   USPSQD
 MZ2560  HISTORY     - 20030710 MARK NOT FOUND   USPSQD
 MZ2560  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 MZ2560  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 MZ2560
 MZ2560                          STATION DESCRIPTION
 MZ2560
 MZ2560'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2560'THE STATION IS LOCATED 1.5 MILES EAST OF ROUND LAKE, 2.5 MILES
 MZ2560'SOUTHEAST OF MALTA AND 5.0 MILES NORTHWEST OF MECHANICVILLE
 MZ2560'IN THE TOWNSHIP OF MALTA.
 MZ2560'
 MZ2560'TO REACH THE STATION FROM THE T-INTERSECTION OF U.S. HIGHWAY
 MZ2560'9 AND STATE HIGHWAY 67, JUST NORTH OF THE VILLAGE OF ROUND LAKE,
 MZ2560'GO SOUTHEAST ON STATE HIGHWAY 67 FOR 0.90 MILE TO AZIMUTH MARK,
 MZ2560'BXB-2 (SACGS), ON LEFT.  CONTINUE SOUTHEAST ON STATE HIGHWAY
 MZ2560'67 FOR 0.20 MILE TO STATION ON RIGHT.
 MZ2560'
 MZ2560'TO REACH AZIMUTH MARK, BXB-1 (SACGS), FROM THE STATION GO
 MZ2560'SOUTHEAST OF STATE HIGHWAY 67 FOR 0.30 MILE TO MARK ON LEFT.
 MZ2560'
 MZ2560'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2560'SURVEY STAMPED BXB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2560'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 MZ2560'THE GROUND.  IT IS LOCATED 69.6 FEET SOUTHEAST OF THE CENTER
 MZ2560'OF THE NORTHEAST END OF A CULVERT ON THE NORTHEAST SIDE OF STATE
 MZ2560'HIGHWAY 67, 57.0 FEET SOUTHEAST OF THE CENTER OF THE SOUTHWEST
 MZ2560'END OF THE AFOREMENTIONED CULVERT, 70.0 FEET NORTHWEST OF POLE
 MZ2560'NYS E AND G E208 BOTH ON THE SOUTHWEST SIDE OF STATE HIGHWAY 67
 MZ2560'AND 22.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 67.  THE
 MZ2560'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 MZ2560'OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2560'
 MZ2560'AZIMUTH MARK, BXB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2560'COUNTY GEODETIC SURVEY STAMPED BXB-1.  IT IS SET IN THE TOP OF
 MZ2560'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2560'THE GROUND.  IT IS LOCATED 48.2 FEET SOUTH OF POLE NYS E AND G
 MZ2560'L150, 50A, 031, NYT 1, 53.3 FEET WEST OF THE CENTER OF THE
 MZ2560'NORTHWEST END OF A CULVERT BOTH ON THE NORTHEAST SIDE OF
 MZ2560'PAYNE ROAD, 13.0 FEET SOUTHWEST OF THE CENTERLINE OF PAYNE
 MZ2560'ROAD, AND 38.0 FEET NORTHEAST OF THE CENTERLINE OF STATE
 MZ2560'HIGHWAY 67.
 MZ2560'
 MZ2560'AZIMUTH MARK, BXB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2560'COUNTY GEODETIC SURVEY STAMPED BXB-2.  IT IS SET IN THE TOP OF A
 MZ2560'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2560'GROUND.  IT IS LOCATED 26.0 FEET SOUTHEAST OF A 6-INCH TRIPLE ASH
 MZ2560'TREE, 41.0 FEET NORTHWEST OF A 10-INCH HICKORY TREE BOTH ON THE
 MZ2560'NORTHEAST SIDE OF STATE HIGHWAY 67, 61.6 FEET NORTH OF POLE
 MZ2560'E219, NYT 198, ON THE SOUTHWEST SIDE OF STATE HIGHWAY 67 AND
 MZ2560'22.2 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 67.
 MZ2560'
 MZ2560'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 MZ2560
 MZ2560                          STATION RECOVERY (2002)
 MZ2560
 MZ2560'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2560'MARK NOT FOUND.
 MZ2560
 MZ2560                          STATION RECOVERY (2003)
 MZ2560
 MZ2560'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2560' 
 MZ2560' 
 MZ2560
 MZ2560                          STATION RECOVERY (2004)
 MZ2560
 MZ2560'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2560'MARK NOT FOUND.
 MZ2560
 MZ2560                          STATION RECOVERY (2005)
 MZ2560
 MZ2560'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2565 ***********************************************************************
 MZ2565  DESIGNATION -  BXC
 MZ2565  PID         -  MZ2565
 MZ2565  STATE/COUNTY-  NY/SARATOGA
 MZ2565  USGS QUAD   -  ROUND LAKE (1980)
 MZ2565
 MZ2565                         *CURRENT SURVEY CONTROL
 MZ2565  ___________________________________________________________________
 MZ2565* NAD 83(1996)-  42 54 22.29501(N)    073 46 45.29675(W)     ADJUSTED  
 MZ2565* NAVD 88     -        70.8    (meters)     232.     (feet)  VERTCON   
 MZ2565  ___________________________________________________________________
 MZ2565  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MZ2565  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 MZ2565
 MZ2565  HORZ ORDER  -  SECOND
 MZ2565
 MZ2565.The horizontal coordinates were established by classical geodetic methods
 MZ2565.and adjusted by the National Geodetic Survey in January 1999..
 MZ2565
 MZ2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2565
 MZ2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2565
 MZ2565.The geoid height was determined by GEOID03.
 MZ2565
 MZ2565;                    North         East     Units Scale Factor Converg.
 MZ2565;SPC NY E     -   452,503.825   208,854.283   MT  0.99994260   +0 29 26.5
 MZ2565;SPC NY E     - 1,484,589.63    685,216.09   sFT  0.99994260   +0 29 26.5
 MZ2565;UTM  18      - 4,751,120.583   599,653.192   MT  0.99972217   +0 49 52.2
 MZ2565
 MZ2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2565!SPC NY E     -   0.99999378  x   0.99994260  =   0.99993638
 MZ2565!UTM  18      -   0.99999378  x   0.99972217  =   0.99971595
 MZ2565
 MZ2565:                Primary Azimuth Mark                     Grid Az
 MZ2565:SPC NY E     -  BXC 2                                    137 34 50.6
 MZ2565:UTM  18      -  BXC 2                                    137 14 24.9
 MZ2565
 MZ2565|---------------------------------------------------------------------|
 MZ2565| PID    Reference Object                     Distance      Geod. Az  |
 MZ2565|                                                           dddmmss.s |
 MZ2565| DA3165 BXC 2                                              1380417.1 |
 MZ2565| MZ2564 BXC A                                21.066 METERS 14251     |
 MZ2565| DA3164 BXC 1                                              3303152.2 |
 MZ2565|---------------------------------------------------------------------|
 MZ2565
 MZ2565                          SUPERSEDED SURVEY CONTROL
 MZ2565
 MZ2565  NAD 83(1996)-  42 54 22.29781(N)    073 46 45.29761(W) AD(       ) 2
 MZ2565  NAD 83(1996)-  42 54 22.29812(N)    073 46 45.29768(W) AD(       ) 2
 MZ2565  NAD 83(1992)-  42 54 22.29859(N)    073 46 45.29738(W) AD(       ) 2
 MZ2565  NAD 83(1992)-  42 54 22.29882(N)    073 46 45.29745(W) AD(       ) 2
 MZ2565  NAD 83(1986)-  42 54 22.29924(N)    073 46 45.29650(W) AD(       ) 2
 MZ2565  NAD 27      -  42 54 22.02481(N)    073 46 46.86442(W) AD(       ) 2
 MZ2565  NGVD 29 (07/19/86)   71.0    (m)          233.     (f) VERT ANG       
 MZ2565
 MZ2565.Superseded values are not recommended for survey control.
 MZ2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2565.See file dsdata.txt to determine how the superseded data were derived.
 MZ2565
 MZ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9965351121(NAD 83)
 MZ2565_MARKER: DD = SURVEY DISK
 MZ2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2565
 MZ2565  HISTORY     - Date     Condition        Report By
 MZ2565  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2565  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 MZ2565  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2565
 MZ2565                          STATION DESCRIPTION
 MZ2565
 MZ2565'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2565'THE STATION IS LOCATED 0.30 MILE SOUTHWEST OF USHERS, 2.5 MILES
 MZ2565'SOUTHEAST OF ROUND LAKE, AND 3.0 MILES NORTH OF CLIFTON PARK
 MZ2565'IN THE TOWNSHIP OF CLIFTON PARK.
 MZ2565'
 MZ2565'TO REACH THE STATION FROM THE JUNCTION OF EXIT 10 INTERSTATE 87
 MZ2565'(ADIRONDACK NORTHWAY) AND JONESVILLE ROAD, GO NORTHEAST ON
 MZ2565'JONESVILLE ROAD FOR 0.45 MILE TO INTERSECTION OF U.S. HIGHWAY
 MZ2565'9.  TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 9 FOR 0.10 MILE
 MZ2565'TO THE Y-INTERSECTION OF WOOD ROAD AND STATION ON LEFT.
 MZ2565'
 MZ2565'TO REACH AZIMUTH MARK, BXC-1 (SACGS), FROM THE STATION GO
 MZ2565'NORTHWEST ON U.S. HIGHWAY 9 FOR 1.45 MILES TO MARK ON LEFT.
 MZ2565'
 MZ2565'TO REACH AZIMUTH MARK, BXC-2 (SACGS), FROM THE STATION GO
 MZ2565'SOUTHEAST ON U.S. HIGHWAY 9 FOR 0.60 MILE TO MARK ON LEFT.
 MZ2565'
 MZ2565'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2565'SURVEY STAMPED BXC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2565'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW
 MZ2565'THE GROUND.  IT IS LOCATED 50.1 FEET NORTHEAST OF A 12-INCH
 MZ2565'ASH TREE, 16.3 FEET EAST OF THE CENTER OF THE SOUTHEAST END OF
 MZ2565'A CULVERT BOTH ON THE SOUTH SIDE OF WOOD ROAD, 33 FEET
 MZ2565'SOUTHEAST OF THE CENTERLINE OF WOOD ROAD, AND 24.0 FEET
 MZ2565'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF U.S.
 MZ2565'HIGHWAY 9.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 MZ2565'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2565'
 MZ2565'AZIMUTH MARK, BXC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2565'COUNTY GEODETIC SURVEY STAMPED BXC-1.  IT IS SET IN THE TOP OF
 MZ2565'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2565'THE GROUND.  IT IS LOCATED 110.0 FEET SOUTHEAST OF A 24-INCH
 MZ2565'OAK TREE, 79.0 FEET NORTH OF A 24-INCH OAK TREE, 54.0 FEET
 MZ2565'NORTHEAST OF A TWIN 28-INCH OAK TREE (SOUTH SPROUT) ALL ON THE
 MZ2565'WEST SIDE OF U.S. HIGHWAY 9 AND 37.0 FEET WEST OF THE
 MZ2565'CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.
 MZ2565'
 MZ2565'AZIMUTH MARK, BXC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2565'COUNTY GEODETIC SURVEY STAMPED BXC-2.  IT IS SET IN THE TOP
 MZ2565'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT
 MZ2565'BELOW THE GROUND.  IT IS LOCATED 61.0 FEET SOUTHWEST OF POLE
 MZ2565'NYS E AND G 322, 65.4 FEET WEST OF A 12-INCH OAK TREE, 34.0 FEET
 MZ2565'NORTH OF THE CENTER CONCRETE BASE FOR THE GUARD RAILS ALL ON THE
 MZ2565'EAST SIDE OF U.S. HIGHWAY 9, AND 39.6 FEET EAST OF THE
 MZ2565'CENTERLINE OF THE CENTER MALL OF U.S. HIGHWAY 9.
 MZ2565'
 MZ2565'HEIGHT OF LIGHT ABOVE STATION MARK 1.61 METERS.
 MZ2565
 MZ2565                          STATION RECOVERY (2001)
 MZ2565
 MZ2565'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2565'ROAD UPGRADED AND WIDENED.  MARK MAY BE UNDER MACADAM
 MZ2565
 MZ2565                          STATION RECOVERY (2005)
 MZ2565
 MZ2565'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2354 ***********************************************************************
 MZ2354  DESIGNATION -  BYA
 MZ2354  PID         -  MZ2354
 MZ2354  STATE/COUNTY-  NY/SARATOGA
 MZ2354  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2354
 MZ2354                         *CURRENT SURVEY CONTROL
 MZ2354  ___________________________________________________________________
 MZ2354* NAD 83(1996)-  42 54 18.56224(N)    073 41 25.03768(W)     ADJUSTED  
 MZ2354* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 MZ2354  ___________________________________________________________________
 MZ2354  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 MZ2354  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 MZ2354
 MZ2354  HORZ ORDER  -  SECOND
 MZ2354
 MZ2354.The horizontal coordinates were established by classical geodetic methods
 MZ2354.and adjusted by the National Geodetic Survey in January 1999..
 MZ2354
 MZ2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2354
 MZ2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2354
 MZ2354.The geoid height was determined by GEOID03.
 MZ2354
 MZ2354;                    North         East     Units Scale Factor Converg.
 MZ2354;SPC NY E     -   452,454.703   216,119.693   MT  0.99995377   +0 33 04.5
 MZ2354;SPC NY E     - 1,484,428.47    709,052.69   sFT  0.99995377   +0 33 04.5
 MZ2354;UTM  18      - 4,751,114.634   606,917.190   MT  0.99974063   +0 53 30.2
 MZ2354
 MZ2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2354!SPC NY E     -   1.00000008  x   0.99995377  =   0.99995385
 MZ2354!UTM  18      -   1.00000008  x   0.99974063  =   0.99974071
 MZ2354
 MZ2354:                Primary Azimuth Mark                     Grid Az
 MZ2354:SPC NY E     -  BYA 1                                    110 27 03.6
 MZ2354:UTM  18      -  BYA 1                                    110 06 37.9
 MZ2354
 MZ2354|---------------------------------------------------------------------|
 MZ2354| PID    Reference Object                     Distance      Geod. Az  |
 MZ2354|                                                           dddmmss.s |
 MZ2354| DA3167 BYA 1                                              1110008.1 |
 MZ2354| DA3166 BYA RM 1                                           11100     |
 MZ2354| MZ2353 BYA A                                17.482 METERS 28158     |
 MZ2354| MZ2355 MECHANICVILLE COLLINS CO MAST       APPROX. 2.3 KM 3172601.6 |
 MZ2354| MZ2374 BYAA                                263.898 METERS 32250     |
 MZ2354|---------------------------------------------------------------------|
 MZ2354
 MZ2354                          SUPERSEDED SURVEY CONTROL
 MZ2354
 MZ2354  NAD 83(1996)-  42 54 18.56476(N)    073 41 25.03861(W) AD(       ) 2
 MZ2354  NAD 83(1996)-  42 54 18.56516(N)    073 41 25.03870(W) AD(       ) 2
 MZ2354  NAD 83(1992)-  42 54 18.56562(N)    073 41 25.03833(W) AD(       ) 2
 MZ2354  NAD 83(1992)-  42 54 18.56588(N)    073 41 25.03841(W) AD(       ) 2
 MZ2354  NAD 83(1986)-  42 54 18.56640(N)    073 41 25.03747(W) AD(       ) 2
 MZ2354  NAD 27      -  42 54 18.29148(N)    073 41 26.61566(W) AD(       ) 2
 MZ2354  NGVD 29 (07/19/86)   30.8    (m)          101.     (f) VERT ANG       
 MZ2354
 MZ2354.Superseded values are not recommended for survey control.
 MZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2354.See file dsdata.txt to determine how the superseded data were derived.
 MZ2354
 MZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0691751115(NAD 83)
 MZ2354_MARKER: DD = SURVEY DISK
 MZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2354_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2354+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 MZ2354
 MZ2354  HISTORY     - Date     Condition        Report By
 MZ2354  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2354  HISTORY     - 1976     GOOD             NY-091
 MZ2354  HISTORY     - 20020705 GOOD             USPSQD
 MZ2354  HISTORY     - 20030705 GOOD             USPSQD
 MZ2354  HISTORY     - 20040706 GOOD             USPSQD
 MZ2354  HISTORY     - 20050707 GOOD             USPSQD
 MZ2354  HISTORY     - 20060821 GOOD             USPSQD
 MZ2354
 MZ2354                          STATION DESCRIPTION
 MZ2354
 MZ2354'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2354'THE STATION IS LOCATED IN THE CITY OF MECHANICVILLE.
 MZ2354'
 MZ2354'TO REACH THE STATION FROM T-INTERSECTION OF U.S. HIGHWAY 4
 MZ2354'(STATE HIGHWAY 32) (N. CENTRAL AVENUE) AND STATE HIGHWAY 67
 MZ2354'(SARATOGA AVENUE) GO SOUTH ON U.S. HIGHWAY 4 (STATE HIGHWAY 32)
 MZ2354'FOR 0.30 MILE TO INTERSECTION OF MABBETT STREET AND AZIMUTH
 MZ2354'MARK, BYA-1 (SACGS), ON THE RIGHT.  TURN RIGHT AND GO
 MZ2354'NORTHWEST ON MABBETT STREET FOR 0.15 MILE TO STATION LOCATED
 MZ2354'IN GRASS ISLAND ON LEFT.
 MZ2354'
 MZ2354'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2354'SURVEY STAMPED BYA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2354'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2354'THE GROUND.  IT IS LOCATED 67.7 FEET SOUTH OF POLE NYT 7, 42.9
 MZ2354'FEET SOUTHWEST OF POLE NYT 6, 10.9 FEET EAST OF POLE L42 ALL
 MZ2354'LOCATED INSIDE THE GRASS ISLAND, 30.4 FEET EAST OF THE
 MZ2354'CENTERLINE OF RAILROAD STREET, AND 32.7 FEET NORTH OF THE
 MZ2354'CENTERLINE OF BROADWAY.  THE UNDERGROUND MARK IS SET IN
 MZ2354'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2354'BELOW THE GROUND.
 MZ2354'
 MZ2354'AZIMUTH MARK, BYA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2354'COUNTY GEODETIC SURVEY STAMPED BYA-1.  IT IS SET IN THE TOP OF
 MZ2354'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 MZ2354'GROUND.  IT IS LOCATED 22.5 FEET NORTHEAST OF POLE NYS E AND G L40
 MZ2354'ON THE NORTH SIDE OF MABBETT STREET, 12.0 FEET NORTHWEST OF A
 MZ2354'STEEL POWER POLE ON THE WEST SIDE OF U.S. HIGHWAY 4 (STATE HIGHWAY
 MZ2354'32), 34.5 FEET NORTH OF THE CENTERLINE OF MABBETT STREET, AND
 MZ2354'35.9 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 4 (STATE
 MZ2354'HIGHWAY 32).
 MZ2354'
 MZ2354'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 MZ2354
 MZ2354                          STATION RECOVERY (1976)
 MZ2354
 MZ2354'RECOVERY NOTE BY SARATOGA COUNTY NEW YORK 1976 (DHB)
 MZ2354'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MZ2354
 MZ2354                          STATION RECOVERY (2002)
 MZ2354
 MZ2354'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2354'RECOVERED IN GOOD CONDITION.
 MZ2354
 MZ2354                          STATION RECOVERY (2003)
 MZ2354
 MZ2354'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2354' 
 MZ2354' 
 MZ2354
 MZ2354                          STATION RECOVERY (2004)
 MZ2354
 MZ2354'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2354'RECOVERED IN GOOD CONDITION.
 MZ2354
 MZ2354                          STATION RECOVERY (2005)
 MZ2354
 MZ2354'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2354'RECOVERED IN GOOD CONDITION.
 MZ2354
 MZ2354                          STATION RECOVERY (2006)
 MZ2354
 MZ2354'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2374 ***********************************************************************
 MZ2374  DESIGNATION -  BYAA
 MZ2374  PID         -  MZ2374
 MZ2374  STATE/COUNTY-  NY/SARATOGA
 MZ2374  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2374
 MZ2374                         *CURRENT SURVEY CONTROL
 MZ2374  ___________________________________________________________________
 MZ2374* NAD 83(1996)-  42 54 25.37641(N)    073 41 32.06694(W)     ADJUSTED  
 MZ2374* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 MZ2374  ___________________________________________________________________
 MZ2374  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MZ2374  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 MZ2374
 MZ2374  HORZ ORDER  -  SECOND
 MZ2374
 MZ2374.The horizontal coordinates were established by classical geodetic methods
 MZ2374.and adjusted by the National Geodetic Survey in January 1999..
 MZ2374
 MZ2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2374
 MZ2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2374
 MZ2374.The geoid height was determined by GEOID03.
 MZ2374
 MZ2374;                    North         East     Units Scale Factor Converg.
 MZ2374;SPC NY E     -   452,663.427   215,958.230   MT  0.99995350   +0 32 59.8
 MZ2374;SPC NY E     - 1,485,113.26    708,522.96   sFT  0.99995350   +0 32 59.8
 MZ2374;UTM  18      - 4,751,322.351   606,754.525   MT  0.99974020   +0 53 25.5
 MZ2374
 MZ2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2374!SPC NY E     -   1.00000018  x   0.99995350  =   0.99995368
 MZ2374!UTM  18      -   1.00000018  x   0.99974020  =   0.99974038
 MZ2374
 MZ2374|---------------------------------------------------------------------|
 MZ2374| PID    Reference Object                     Distance      Geod. Az  |
 MZ2374|                                                           dddmmss.s |
 MZ2374| MZ2375 BYAB                                361.079 METERS 01231     |
 MZ2374| MZ2354 BYA                                 263.898 METERS 14250     |
 MZ2374|---------------------------------------------------------------------|
 MZ2374
 MZ2374                          SUPERSEDED SURVEY CONTROL
 MZ2374
 MZ2374  NAD 83(1996)-  42 54 25.37894(N)    073 41 32.06788(W) AD(       ) 2
 MZ2374  NAD 83(1996)-  42 54 25.37933(N)    073 41 32.06797(W) AD(       ) 2
 MZ2374  NAD 83(1992)-  42 54 25.37979(N)    073 41 32.06761(W) AD(       ) 2
 MZ2374  NAD 83(1992)-  42 54 25.38005(N)    073 41 32.06769(W) AD(       ) 2
 MZ2374  NAD 83(1986)-  42 54 25.38058(N)    073 41 32.06674(W) AD(       ) 2
 MZ2374  NAD 27      -  42 54 25.10572(N)    073 41 33.64467(W) AD(       ) 2
 MZ2374  NGVD 29 (07/19/86)   30.2    (m)           99.     (f) VERT ANG       
 MZ2374
 MZ2374.Superseded values are not recommended for survey control.
 MZ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2374.See file dsdata.txt to determine how the superseded data were derived.
 MZ2374
 MZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0675551322(NAD 83)
 MZ2374_MARKER: DE = TRAVERSE STATION DISK
 MZ2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2374_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2374+STABILITY: SURFACE MOTION
 MZ2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2374+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 MZ2374
 MZ2374  HISTORY     - Date     Condition        Report By
 MZ2374  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2374  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 MZ2374  HISTORY     - 20020715 GOOD             USPSQD
 MZ2374  HISTORY     - 20030705 GOOD             USPSQD
 MZ2374  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 MZ2374  HISTORY     - 20050707 GOOD             USPSQD
 MZ2374  HISTORY     - 20050910 GOOD             USPSQD
 MZ2374
 MZ2374                          STATION DESCRIPTION
 MZ2374
 MZ2374'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2374'THE STATION IS LOCATED IN THE CITY OF MECHANICVILLE.
 MZ2374'
 MZ2374'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2374'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO WEST ON NY 67 FOR 0.25
 MZ2374'MILES TO A CROSSROADS, TURN LEFT AND GO SOUTHWEST ON VIALL AVENUE FOR
 MZ2374'0.2 MILES TO THE INTERSECTION OF RAILROAD STREET.  TURN LEFT ON
 MZ2374'RAILROAD STREET AND STATION ON IMMEDIATE RIGHT.
 MZ2374'
 MZ2374'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2374'SURVEY STAMPED BYAA.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2374'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  TT IS 69.7 FEET
 MZ2374'NORTHWEST OF POLE NO 4 ON THE EAST SIDE OF RAILROAD STREET, 59.3 FEET
 MZ2374'EAST OF THE CENTERLINE OF THE DELAWARE AND HUDSON RAILROAD TRACKS,
 MZ2374'56.7 FEET NORTH OF A POLE ON THE WEST SIDE OF RAILROAD STREET, 45.7
 MZ2374'FEET SOUTHWEST OF A POLE AT THE INTERSECTION OF RAILROAD STREET AND
 MZ2374'VIALL AVENUE, 21.3 FEET WEST OF THE CENTERLINE OF RAILROAD STREET AND
 MZ2374'6.4 FEET SOUTH OF POLE NYSEG E-15.
 MZ2374
 MZ2374                          STATION RECOVERY (1998)
 MZ2374
 MZ2374'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2374'MARK NOT FOUND.
 MZ2374
 MZ2374                          STATION RECOVERY (2002)
 MZ2374
 MZ2374'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2374'RECOVERED IN GOOD CONDITION.
 MZ2374
 MZ2374                          STATION RECOVERY (2003)
 MZ2374
 MZ2374'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2374' 
 MZ2374' 
 MZ2374
 MZ2374                          STATION RECOVERY (2004)
 MZ2374
 MZ2374'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2374'MARK HAS BEEN COVERED OVER WITH MACADAM.  METAL DETECTOR RESPONDS TO
 MZ2374'THE EXACT LOCATION PREVIOUS REPORTED.
 MZ2374
 MZ2374                          STATION RECOVERY (2005)
 MZ2374
 MZ2374'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2374'ERROR IN 2004 REPORT.  MARK IS ADJACENT TO MACCADAM.
 MZ2374
 MZ2374                          STATION RECOVERY (2005)
 MZ2374
 MZ2374'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 MZ2374'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2375 ***********************************************************************
 MZ2375  DESIGNATION -  BYAB
 MZ2375  PID         -  MZ2375
 MZ2375  STATE/COUNTY-  NY/SARATOGA
 MZ2375  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2375
 MZ2375                         *CURRENT SURVEY CONTROL
 MZ2375  ___________________________________________________________________
 MZ2375* NAD 83(1996)-  42 54 36.79959(N)    073 41 28.61843(W)     ADJUSTED  
 MZ2375* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 MZ2375  ___________________________________________________________________
 MZ2375  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 MZ2375  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 MZ2375
 MZ2375  HORZ ORDER  -  SECOND
 MZ2375
 MZ2375.The horizontal coordinates were established by classical geodetic methods
 MZ2375.and adjusted by the National Geodetic Survey in January 1999..
 MZ2375
 MZ2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2375
 MZ2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2375
 MZ2375.The geoid height was determined by GEOID03.
 MZ2375
 MZ2375;                    North         East     Units Scale Factor Converg.
 MZ2375;SPC NY E     -   453,016.649   216,033.063   MT  0.99995363   +0 33 02.3
 MZ2375;SPC NY E     - 1,486,272.12    708,768.47   sFT  0.99995363   +0 33 02.3
 MZ2375;UTM  18      - 4,751,675.936   606,827.242   MT  0.99974039   +0 53 28.1
 MZ2375
 MZ2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2375!SPC NY E     -   0.99999978  x   0.99995363  =   0.99995341
 MZ2375!UTM  18      -   0.99999978  x   0.99974039  =   0.99974017
 MZ2375
 MZ2375|---------------------------------------------------------------------|
 MZ2375| PID    Reference Object                     Distance      Geod. Az  |
 MZ2375|                                                           dddmmss.s |
 MZ2375| MZ2376 BYAC                                351.951 METERS 11658     |
 MZ2375| MZ2374 BYAA                                361.079 METERS 19231     |
 MZ2375|---------------------------------------------------------------------|
 MZ2375
 MZ2375                          SUPERSEDED SURVEY CONTROL
 MZ2375
 MZ2375  NAD 83(1996)-  42 54 36.80211(N)    073 41 28.61938(W) AD(       ) 2
 MZ2375  NAD 83(1996)-  42 54 36.80250(N)    073 41 28.61948(W) AD(       ) 2
 MZ2375  NAD 83(1992)-  42 54 36.80297(N)    073 41 28.61912(W) AD(       ) 2
 MZ2375  NAD 83(1992)-  42 54 36.80323(N)    073 41 28.61921(W) AD(       ) 2
 MZ2375  NAD 83(1986)-  42 54 36.80376(N)    073 41 28.61824(W) AD(       ) 2
 MZ2375  NAD 27      -  42 54 36.52899(N)    073 41 30.19623(W) AD(       ) 2
 MZ2375  NGVD 29 (07/19/86)   32.7    (m)          107.     (f) VERT ANG       
 MZ2375
 MZ2375.Superseded values are not recommended for survey control.
 MZ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2375.See file dsdata.txt to determine how the superseded data were derived.
 MZ2375
 MZ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0682751676(NAD 83)
 MZ2375_MARKER: DE = TRAVERSE STATION DISK
 MZ2375_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MZ2375+WITH SETTING: PAVEMENT
 MZ2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2375+STABILITY: SURFACE MOTION
 MZ2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ2375+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2005
 MZ2375
 MZ2375  HISTORY     - Date     Condition        Report By
 MZ2375  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2375  HISTORY     - 19981115 GOOD             USPSQD
 MZ2375  HISTORY     - 20010618 GOOD             USPSQD
 MZ2375  HISTORY     - 20020619 GOOD             USPSQD
 MZ2375  HISTORY     - 20030620 GOOD             USPSQD
 MZ2375  HISTORY     - 20040620 GOOD             USPSQD
 MZ2375  HISTORY     - 20050620 GOOD             USPSQD
 MZ2375  HISTORY     - 20050910 GOOD             USPSQD
 MZ2375
 MZ2375                          STATION DESCRIPTION
 MZ2375
 MZ2375'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2375'THE STATION IS LOCATED IN THE CITY OF MECHANICVILLE.
 MZ2375'
 MZ2375'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2375'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO WEST ON NY 67 FOR 0.25
 MZ2375'MILES TO A CROSSROADS AND STATION ON SOUTHWEST CORNER OF INTERSECTION.
 MZ2375'
 MZ2375'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2375'SURVEY STAMPED BYAB.  THE SURFACE DISK IS SET FLUSH IN THE SIDEWALK.
 MZ2375'IS IS 99.0 FEET EAST OF POLE 449 NYT 20 E-21, 23.9 FEET WEST OF THE
 MZ2375'CENTERLINE OF VIALL STREET, 21.2 FEET SOUTH OF THE CENTERLINE OF NY
 MZ2375'STATE HIGHWAY 67, 12.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 MZ2375'STORE, AND 3.8 FEET SOUTHWEST OF POLE 200 NYT 19.
 MZ2375
 MZ2375                          STATION RECOVERY (1998)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2375'RECOVERED IN GOOD CONDITION.
 MZ2375
 MZ2375                          STATION RECOVERY (2001)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2375'RECOVERED IN GOOD CONDITION.
 MZ2375
 MZ2375                          STATION RECOVERY (2002)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2375'RECOVERED IN GOOD CONDITION.
 MZ2375
 MZ2375                          STATION RECOVERY (2003)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2375'RECOVERED IN GOOD CONDITION.
 MZ2375
 MZ2375                          STATION RECOVERY (2004)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2375'RECOVERED IN GOOD CONDITION.
 MZ2375
 MZ2375                          STATION RECOVERY (2005)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2375'RECOVERED IN GOOD CONDITION.
 MZ2375
 MZ2375                          STATION RECOVERY (2005)
 MZ2375
 MZ2375'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 MZ2375'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2376 ***********************************************************************
 MZ2376  DESIGNATION -  BYAC
 MZ2376  PID         -  MZ2376
 MZ2376  STATE/COUNTY-  NY/SARATOGA
 MZ2376  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2376
 MZ2376                         *CURRENT SURVEY CONTROL
 MZ2376  ___________________________________________________________________
 MZ2376* NAD 83(1996)-  42 54 31.62656(N)    073 41 14.79046(W)     ADJUSTED  
 MZ2376* NAVD 88     -        30.7    (meters)     101.     (feet)  VERTCON   
 MZ2376  ___________________________________________________________________
 MZ2376  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MZ2376  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 MZ2376
 MZ2376  HORZ ORDER  -  SECOND
 MZ2376
 MZ2376.The horizontal coordinates were established by classical geodetic methods
 MZ2376.and adjusted by the National Geodetic Survey in January 1999..
 MZ2376
 MZ2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2376
 MZ2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2376
 MZ2376.The geoid height was determined by GEOID03.
 MZ2376
 MZ2376;                    North         East     Units Scale Factor Converg.
 MZ2376;SPC NY E     -   452,860.053   216,348.238   MT  0.99995414   +0 33 11.7
 MZ2376;SPC NY E     - 1,485,758.36    709,802.51   sFT  0.99995414   +0 33 11.7
 MZ2376;UTM  18      - 4,751,521.248   607,143.275   MT  0.99974123   +0 53 37.4
 MZ2376
 MZ2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2376!SPC NY E     -   1.00000007  x   0.99995414  =   0.99995421
 MZ2376!UTM  18      -   1.00000007  x   0.99974123  =   0.99974130
 MZ2376
 MZ2376|---------------------------------------------------------------------|
 MZ2376| PID    Reference Object                     Distance      Geod. Az  |
 MZ2376|                                                           dddmmss.s |
 MZ2376| MZ2377 BYAD                                280.200 METERS 02012     |
 MZ2376| MZ2375 BYAB                                351.951 METERS 29658     |
 MZ2376|---------------------------------------------------------------------|
 MZ2376
 MZ2376                          SUPERSEDED SURVEY CONTROL
 MZ2376
 MZ2376  NAD 83(1996)-  42 54 31.62908(N)    073 41 14.79142(W) AD(       ) 2
 MZ2376  NAD 83(1996)-  42 54 31.62948(N)    073 41 14.79151(W) AD(       ) 2
 MZ2376  NAD 83(1992)-  42 54 31.62995(N)    073 41 14.79115(W) AD(       ) 2
 MZ2376  NAD 83(1992)-  42 54 31.63021(N)    073 41 14.79124(W) AD(       ) 2
 MZ2376  NAD 83(1986)-  42 54 31.63074(N)    073 41 14.79028(W) AD(       ) 2
 MZ2376  NAD 27      -  42 54 31.35589(N)    073 41 16.36875(W) AD(       ) 2
 MZ2376  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG       
 MZ2376
 MZ2376.Superseded values are not recommended for survey control.
 MZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2376.See file dsdata.txt to determine how the superseded data were derived.
 MZ2376
 MZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0714351521(NAD 83)
 MZ2376_MARKER: DE = TRAVERSE STATION DISK
 MZ2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2376+STABILITY: SURFACE MOTION
 MZ2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2376+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 MZ2376
 MZ2376  HISTORY     - Date     Condition        Report By
 MZ2376  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2376  HISTORY     - 20010618 GOOD             USPSQD
 MZ2376  HISTORY     - 20020619 GOOD             USPSQD
 MZ2376  HISTORY     - 20030620 GOOD             USPSQD
 MZ2376  HISTORY     - 20040620 GOOD             USPSQD
 MZ2376  HISTORY     - 20050620 GOOD             USPSQD
 MZ2376  HISTORY     - 20060821 GOOD             USPSQD
 MZ2376
 MZ2376                          STATION DESCRIPTION
 MZ2376
 MZ2376'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2376'THE STATION IS LOCATED IN THE CITY OF MECHANICVILLE.
 MZ2376'
 MZ2376'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2376'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO WEST ON NY 67 FOR 0.05
 MZ2376'MILES TO STATION ON RIGHT.
 MZ2376'
 MZ2376'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2376'SURVEY STAMPED BYAC.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2376'CONCRETE MONUMENT THAT IS 0.1 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2376'90.3 FEET WEST OF POLE 8, 40.2 FEET NORTHEAST OF POLE NYSEG 10-1 NYT
 MZ2376'9, 30.9 FEET SOUTHEAST OF A POLE, 27.4 FEET SOUTHWEST OF A ONE STORY
 MZ2376'BUILDING, 21.4 FEET NORTH OF THE CENTERLINE OF NY STATE HIGHWAY 67,
 MZ2376'AND 16.8 FEET EAST OF A POLE.
 MZ2376
 MZ2376                          STATION RECOVERY (2001)
 MZ2376
 MZ2376'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2376'RECOVERED IN GOOD CONDITION.
 MZ2376
 MZ2376                          STATION RECOVERY (2002)
 MZ2376
 MZ2376'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2376'RECOVERED IN GOOD CONDITION.
 MZ2376
 MZ2376                          STATION RECOVERY (2003)
 MZ2376
 MZ2376'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2376'RECOVERED IN GOOD CONDITION.
 MZ2376
 MZ2376                          STATION RECOVERY (2004)
 MZ2376
 MZ2376'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2376'RECOVERED IN GOOD CONDITION.
 MZ2376
 MZ2376                          STATION RECOVERY (2005)
 MZ2376
 MZ2376'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2376'RECOVERED IN GOOD CONDITION.
 MZ2376
 MZ2376                          STATION RECOVERY (2006)
 MZ2376
 MZ2376'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2377 ***********************************************************************
 MZ2377  DESIGNATION -  BYAD
 MZ2377  PID         -  MZ2377
 MZ2377  STATE/COUNTY-  NY/SARATOGA
 MZ2377  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2377
 MZ2377                         *CURRENT SURVEY CONTROL
 MZ2377  ___________________________________________________________________
 MZ2377* NAD 83(1996)-  42 54 40.14783(N)    073 41 10.52372(W)     ADJUSTED  
 MZ2377* NAVD 88     -        33.4    (meters)     110.     (feet)  VERTCON   
 MZ2377  ___________________________________________________________________
 MZ2377  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MZ2377  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MZ2377
 MZ2377  HORZ ORDER  -  SECOND
 MZ2377
 MZ2377.The horizontal coordinates were established by classical geodetic methods
 MZ2377.and adjusted by the National Geodetic Survey in January 1999..
 MZ2377
 MZ2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2377
 MZ2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2377
 MZ2377.The geoid height was determined by GEOID03.
 MZ2377
 MZ2377;                    North         East     Units Scale Factor Converg.
 MZ2377;SPC NY E     -   453,123.918   216,442.472   MT  0.99995429   +0 33 14.6
 MZ2377;SPC NY E     - 1,486,624.05    710,111.68   sFT  0.99995429   +0 33 14.6
 MZ2377;UTM  18      - 4,751,785.613   607,235.919   MT  0.99974147   +0 53 40.4
 MZ2377
 MZ2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2377!SPC NY E     -   0.99999964  x   0.99995429  =   0.99995393
 MZ2377!UTM  18      -   0.99999964  x   0.99974147  =   0.99974111
 MZ2377
 MZ2377|---------------------------------------------------------------------|
 MZ2377| PID    Reference Object                     Distance      Geod. Az  |
 MZ2377|                                                           dddmmss.s |
 MZ2377| MZ2378 BYAE                                369.890 METERS 03046     |
 MZ2377| MZ2376 BYAC                                280.200 METERS 20012     |
 MZ2377|---------------------------------------------------------------------|
 MZ2377
 MZ2377                          SUPERSEDED SURVEY CONTROL
 MZ2377
 MZ2377  NAD 83(1996)-  42 54 40.15036(N)    073 41 10.52469(W) AD(       ) 2
 MZ2377  NAD 83(1996)-  42 54 40.15075(N)    073 41 10.52478(W) AD(       ) 2
 MZ2377  NAD 83(1992)-  42 54 40.15123(N)    073 41 10.52443(W) AD(       ) 2
 MZ2377  NAD 83(1992)-  42 54 40.15149(N)    073 41 10.52452(W) AD(       ) 2
 MZ2377  NAD 83(1986)-  42 54 40.15203(N)    073 41 10.52355(W) AD(       ) 2
 MZ2377  NAD 27      -  42 54 39.87724(N)    073 41 12.10212(W) AD(       ) 2
 MZ2377  NGVD 29 (07/19/86)   33.6    (m)          110.     (f) VERT ANG       
 MZ2377
 MZ2377.Superseded values are not recommended for survey control.
 MZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2377.See file dsdata.txt to determine how the superseded data were derived.
 MZ2377
 MZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0723651786(NAD 83)
 MZ2377_MARKER: DE = TRAVERSE STATION DISK
 MZ2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2377_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2377+STABILITY: SURFACE MOTION
 MZ2377
 MZ2377  HISTORY     - Date     Condition        Report By
 MZ2377  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2377  HISTORY     - 20010618 MARK NOT FOUND   USPSQD
 MZ2377  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MZ2377  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 MZ2377  HISTORY     - 20040620 MARK NOT FOUND   USPSQD
 MZ2377  HISTORY     - 20050620 MARK NOT FOUND   USPSQD
 MZ2377
 MZ2377                          STATION DESCRIPTION
 MZ2377
 MZ2377'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2377'THE STATION IS LOCATED 0.05 MILES NORTH OF THE CITY OF MECHANICVILLE
 MZ2377'CITY LINE, AND 2.5 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2377'
 MZ2377'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2377'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO WEST ON NY 67 FOR 0.05
 MZ2377'TO A T-INTERSECTION NORTH, TURN RIGHT ON MULLBERRY AVENUE AND GO NORTH
 MZ2377'FOR 0.3 MILES TO STATION ON LEFT.
 MZ2377'
 MZ2377'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2377'SURVEY STAMPED BYAD.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2377'CONCRETE MONUMENT THAT IS 0.35 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2377'68.9 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 50.7 FEET
 MZ2377'NORTHEAST OF THE NORTH RANGE LINE OF A TWO STORY BUILDING, 26.9 FEET
 MZ2377'WEST OF A MULTI-TRUNKED MAPLE ON THE EAST SIDE OF MULLBERRY STREET,
 MZ2377'14.9 FEET EAST OF POLE NYSEG 9, AND 12.1 FEET WEST OF THE CENTERLINE
 MZ2377'OF MULLBERRY STREET.
 MZ2377
 MZ2377                          STATION RECOVERY (2001)
 MZ2377
 MZ2377'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2377'ABOUT 2 FEET OF FILL ADDED TO LOCATION FOR LAWN.
 MZ2377
 MZ2377                          STATION RECOVERY (2002)
 MZ2377
 MZ2377'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2377'NO LONGER AN ENTRANCE FROM 67 TO MULBERRY AVENUE.  67 TO LEONARD
 MZ2377'STREET AND TURN RIGHT.  AT WARSAW AVENUE TURN RIGHT AND AT MULBERRY
 MZ2377'AVENUE TURN LEFT TO LOCATION OF MARK.
 MZ2377
 MZ2377                          STATION RECOVERY (2003)
 MZ2377
 MZ2377'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2377'MARK NOT FOUND.
 MZ2377
 MZ2377                          STATION RECOVERY (2004)
 MZ2377
 MZ2377'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2377'MARK NOT FOUND.
 MZ2377
 MZ2377                          STATION RECOVERY (2005)
 MZ2377
 MZ2377'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2378 ***********************************************************************
 MZ2378  DESIGNATION -  BYAE
 MZ2378  PID         -  MZ2378
 MZ2378  STATE/COUNTY-  NY/SARATOGA
 MZ2378  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2378
 MZ2378                         *CURRENT SURVEY CONTROL
 MZ2378  ___________________________________________________________________
 MZ2378* NAD 83(1996)-  42 54 50.44817(N)    073 41 02.18356(W)     ADJUSTED  
 MZ2378* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 MZ2378  ___________________________________________________________________
 MZ2378  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MZ2378  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MZ2378
 MZ2378  HORZ ORDER  -  SECOND
 MZ2378
 MZ2378.The horizontal coordinates were established by classical geodetic methods
 MZ2378.and adjusted by the National Geodetic Survey in January 1999..
 MZ2378
 MZ2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2378
 MZ2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2378
 MZ2378.The geoid height was determined by GEOID03.
 MZ2378
 MZ2378;                    North         East     Units Scale Factor Converg.
 MZ2378;SPC NY E     -   453,443.575   216,628.551   MT  0.99995460   +0 33 20.4
 MZ2378;SPC NY E     - 1,487,672.80    710,722.17   sFT  0.99995460   +0 33 20.4
 MZ2378;UTM  18      - 4,752,106.301   607,420.056   MT  0.99974196   +0 53 46.3
 MZ2378
 MZ2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2378!SPC NY E     -   1.00000000  x   0.99995460  =   0.99995460
 MZ2378!UTM  18      -   1.00000000  x   0.99974196  =   0.99974196
 MZ2378
 MZ2378|---------------------------------------------------------------------|
 MZ2378| PID    Reference Object                     Distance      Geod. Az  |
 MZ2378|                                                           dddmmss.s |
 MZ2378| MZ2379 BYAF RESET                          158.370 METERS 13041     |
 MZ2378| MZ2377 BYAD                                369.890 METERS 21046     |
 MZ2378|---------------------------------------------------------------------|
 MZ2378
 MZ2378                          SUPERSEDED SURVEY CONTROL
 MZ2378
 MZ2378  NAD 83(1996)-  42 54 50.45069(N)    073 41 02.18454(W) AD(       ) 2
 MZ2378  NAD 83(1996)-  42 54 50.45108(N)    073 41 02.18464(W) AD(       ) 2
 MZ2378  NAD 83(1992)-  42 54 50.45157(N)    073 41 02.18430(W) AD(       ) 2
 MZ2378  NAD 83(1992)-  42 54 50.45183(N)    073 41 02.18440(W) AD(       ) 2
 MZ2378  NAD 83(1986)-  42 54 50.45238(N)    073 41 02.18340(W) AD(       ) 2
 MZ2378  NAD 27      -  42 54 50.17766(N)    073 41 03.76220(W) AD(       ) 2
 MZ2378  NGVD 29 (07/19/86)   31.3    (m)          103.     (f) VERT ANG       
 MZ2378
 MZ2378.Superseded values are not recommended for survey control.
 MZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2378.See file dsdata.txt to determine how the superseded data were derived.
 MZ2378
 MZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0742052106(NAD 83)
 MZ2378_MARKER: DE = TRAVERSE STATION DISK
 MZ2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2378+STABILITY: SURFACE MOTION
 MZ2378
 MZ2378  HISTORY     - Date     Condition        Report By
 MZ2378  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2378  HISTORY     - 19981115 GOOD             USPSQD
 MZ2378  HISTORY     - 20020814 MARK NOT FOUND   USPSQD
 MZ2378  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 MZ2378  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2378  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 MZ2378
 MZ2378                          STATION DESCRIPTION
 MZ2378
 MZ2378'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2378'THE STATION IS LOCATED 0.4 MILES NORTH OF MECHANICVILLE AND 2.4 MILES
 MZ2378'SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2378'
 MZ2378'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2378'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2378'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2378'4 FOR 0.35 MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTHWEST ON
 MZ2378'BEST AVENUE FOR 0.15 MILES TO THE END OF THE STREET, CONTINUE ON FOOT
 MZ2378'IN A WESTERLY DIRECTION FOR 100 FEET AND STATION ON RIGHT.
 MZ2378'
 MZ2378'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2378'SURVEY STAMPED BYAE.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2378'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED 41.6
 MZ2378'FEET NORTHWEST OF A FIRE HYDRANT, 27.8 FEET EAST OF THE CENTERLINE OF
 MZ2378'THE BOSTON AND MAINE RAILROAD TRACKS, 21.5 FEET NORTH OF A BEND POINT
 MZ2378'IN THE CHAIN LINK FENCE OF SARATOGA BOARD MILLS, 21.2 FEET WEST OF A
 MZ2378'CONCRETE SUPPORT FOR AN OVERHEAD WALKWAY OVER THE RAILROAD TRACK, AND
 MZ2378'2.8 FEET SOUTHWEST OF ANOTHER CONCRETE SUPPORT FOR THE ABOVE DESCRIBED
 MZ2378'WALKWAY.
 MZ2378
 MZ2378                          STATION RECOVERY (1998)
 MZ2378
 MZ2378'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2378'RECOVERED IN GOOD CONDITION.
 MZ2378
 MZ2378                          STATION RECOVERY (2002)
 MZ2378
 MZ2378'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2378'MARK NOT FOUND.
 MZ2378
 MZ2378                          STATION RECOVERY (2003)
 MZ2378
 MZ2378'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2378'MARK NOT FOUND.
 MZ2378
 MZ2378                          STATION RECOVERY (2004)
 MZ2378
 MZ2378'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2378'MARK NOT FOUND.
 MZ2378
 MZ2378                          STATION RECOVERY (2005)
 MZ2378
 MZ2378'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2379 ***********************************************************************
 MZ2379  DESIGNATION -  BYAF RESET
 MZ2379  PID         -  MZ2379
 MZ2379  STATE/COUNTY-  NY/SARATOGA
 MZ2379  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2379
 MZ2379                         *CURRENT SURVEY CONTROL
 MZ2379  ___________________________________________________________________
 MZ2379* NAD 83(1996)-  42 54 47.10311(N)    073 40 56.88829(W)     ADJUSTED  
 MZ2379* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 MZ2379  ___________________________________________________________________
 MZ2379  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MZ2379  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MZ2379
 MZ2379  HORZ ORDER  -  SECOND
 MZ2379
 MZ2379.The horizontal coordinates were established by classical geodetic methods
 MZ2379.and adjusted by the National Geodetic Survey in January 1999..
 MZ2379
 MZ2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2379
 MZ2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2379
 MZ2379.The geoid height was determined by GEOID03.
 MZ2379
 MZ2379;                    North         East     Units Scale Factor Converg.
 MZ2379;SPC NY E     -   453,341.526   216,749.649   MT  0.99995480   +0 33 24.0
 MZ2379;SPC NY E     - 1,487,337.99    711,119.47   sFT  0.99995480   +0 33 24.0
 MZ2379;UTM  18      - 4,752,004.996   607,541.733   MT  0.99974228   +0 53 49.8
 MZ2379
 MZ2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2379!SPC NY E     -   1.00000022  x   0.99995480  =   0.99995502
 MZ2379!UTM  18      -   1.00000022  x   0.99974228  =   0.99974250
 MZ2379
 MZ2379|---------------------------------------------------------------------|
 MZ2379| PID    Reference Object                     Distance      Geod. Az  |
 MZ2379|                                                           dddmmss.s |
 MZ2379| MZ2380 BYAG                                326.811 METERS 02518     |
 MZ2379| MZ2378 BYAE                                158.370 METERS 31041     |
 MZ2379|---------------------------------------------------------------------|
 MZ2379
 MZ2379                          SUPERSEDED SURVEY CONTROL
 MZ2379
 MZ2379  NAD 83(1996)-  42 54 47.10564(N)    073 40 56.88928(W) AD(       ) 2
 MZ2379  NAD 83(1996)-  42 54 47.10603(N)    073 40 56.88938(W) AD(       ) 2
 MZ2379  NAD 83(1992)-  42 54 47.10652(N)    073 40 56.88904(W) AD(       ) 2
 MZ2379  NAD 83(1992)-  42 54 47.10678(N)    073 40 56.88913(W) AD(       ) 2
 MZ2379  NAD 83(1986)-  42 54 47.10733(N)    073 40 56.88814(W) AD(       ) 2
 MZ2379  NAD 27      -  42 54 46.83256(N)    073 40 58.46712(W) AD(       ) 2
 MZ2379  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 MZ2379
 MZ2379.Superseded values are not recommended for survey control.
 MZ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2379.See file dsdata.txt to determine how the superseded data were derived.
 MZ2379
 MZ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0754252005(NAD 83)
 MZ2379_MARKER: DE = TRAVERSE STATION DISK
 MZ2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2379_STAMPING: BYAF RESET 1982 SACGS
 MZ2379_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2379+STABILITY: SURFACE MOTION
 MZ2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2379+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2379
 MZ2379  HISTORY     - Date     Condition        Report By
 MZ2379  HISTORY     - 1982     MONUMENTED       CTMALE
 MZ2379  HISTORY     - 20020812 GOOD             USPSQD
 MZ2379  HISTORY     - 20030816 GOOD             USPSQD
 MZ2379  HISTORY     - 20040816 GOOD             USPSQD
 MZ2379  HISTORY     - 20050816 GOOD             USPSQD
 MZ2379  HISTORY     - 20050824 GOOD             USPSQD
 MZ2379
 MZ2379                          STATION DESCRIPTION
 MZ2379
 MZ2379'DESCRIBED BY C T MALE ASSOCIATES 1982 (PKM)
 MZ2379'THE STATION IS LOCATED 0.4 MILES NORTHEAST OF THE CITY OF
 MZ2379'MECHANICVILLE AND 2.4 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2379'
 MZ2379'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2379'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2379'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2379'4 FOR 0.35 MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTHWEST ON
 MZ2379'BEST AVENUE FOR 0.05 MILES TO A T-INTERSECTION AND STATION ON RIGHT.
 MZ2379'
 MZ2379'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2379'SURVEY STAMPED-- BYAF RESET 1982--.  THE SURFACE DISK IS SET IN THE
 MZ2379'TOP OF A 12-INCH
 MZ2379'CONCRETE MONUMENT THAT IS 0.3 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2379'122.1 FEET SOUTHWEST OF POLE 8 ON THE EAST SIDE OF EAST STREET, 76.7
 MZ2379'FEET EAST OF POLE 73 E-1 NYT 4, 52.8 FEET NORTHWEST OF POLE A ON THE
 MZ2379'EAST SIDE OF EAST STREET, 27.7 FEET NORTHEAST OF THE CENTERLINE OF
 MZ2379'BEST AVENUE, 22.5 FEET NORTHWEST OF THE CENTERLINE OF EAST STREET, AND
 MZ2379'8.2 FEET NORTH OF A CATCH BASIN.
 MZ2379
 MZ2379                          STATION RECOVERY (2002)
 MZ2379
 MZ2379'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2379'THREE FEET NORTH OF STREET SIGN AND FOUR INCHES NW OF STOP SIGN.
 MZ2379
 MZ2379                          STATION RECOVERY (2003)
 MZ2379
 MZ2379'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2379'RECOVERED IN GOOD CONDITION.
 MZ2379
 MZ2379                          STATION RECOVERY (2004)
 MZ2379
 MZ2379'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2379'RECOVERED IN GOOD CONDITION.
 MZ2379
 MZ2379                          STATION RECOVERY (2005)
 MZ2379
 MZ2379'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2379'RECOVERED IN GOOD CONDITION.
 MZ2379
 MZ2379                          STATION RECOVERY (2005)
 MZ2379
 MZ2379'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2380 ***********************************************************************
 MZ2380  DESIGNATION -  BYAG
 MZ2380  PID         -  MZ2380
 MZ2380  STATE/COUNTY-  NY/SARATOGA
 MZ2380  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2380
 MZ2380                         *CURRENT SURVEY CONTROL
 MZ2380  ___________________________________________________________________
 MZ2380* NAD 83(1996)-  42 54 56.67829(N)    073 40 50.73185(W)     ADJUSTED  
 MZ2380* NAVD 88     -        33.7    (meters)     111.     (feet)  VERTCON   
 MZ2380  ___________________________________________________________________
 MZ2380  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MZ2380  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 MZ2380
 MZ2380  HORZ ORDER  -  SECOND
 MZ2380
 MZ2380.The horizontal coordinates were established by classical geodetic methods
 MZ2380.and adjusted by the National Geodetic Survey in January 1999..
 MZ2380
 MZ2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2380
 MZ2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2380
 MZ2380.The geoid height was determined by GEOID03.
 MZ2380
 MZ2380;                    North         East     Units Scale Factor Converg.
 MZ2380;SPC NY E     -   453,638.334   216,886.401   MT  0.99995502   +0 33 28.3
 MZ2380;SPC NY E     - 1,488,311.77    711,568.13   sFT  0.99995502   +0 33 28.3
 MZ2380;UTM  18      - 4,752,302.548   607,676.689   MT  0.99974263   +0 53 54.2
 MZ2380
 MZ2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2380!SPC NY E     -   0.99999959  x   0.99995502  =   0.99995461
 MZ2380!UTM  18      -   0.99999959  x   0.99974263  =   0.99974222
 MZ2380
 MZ2380:                Primary Azimuth Mark                     Grid Az
 MZ2380:SPC NY E     -  BYAH                                     020 34 22.0
 MZ2380:UTM  18      -  BYAH                                     020 13 56.1
 MZ2380
 MZ2380|---------------------------------------------------------------------|
 MZ2380| PID    Reference Object                     Distance      Geod. Az  |
 MZ2380|                                                           dddmmss.s |
 MZ2380| MZ2381 BYAH                                400.326 METERS 0210750.3 |
 MZ2380| MZ2379 BYAF RESET                          326.811 METERS 20518     |
 MZ2380|---------------------------------------------------------------------|
 MZ2380
 MZ2380                          SUPERSEDED SURVEY CONTROL
 MZ2380
 MZ2380  NAD 83(1996)-  42 54 56.68081(N)    073 40 50.73286(W) AD(       ) 2
 MZ2380  NAD 83(1996)-  42 54 56.68120(N)    073 40 50.73296(W) AD(       ) 2
 MZ2380  NAD 83(1992)-  42 54 56.68170(N)    073 40 50.73263(W) AD(       ) 2
 MZ2380  NAD 83(1992)-  42 54 56.68196(N)    073 40 50.73273(W) AD(       ) 2
 MZ2380  NAD 83(1986)-  42 54 56.68251(N)    073 40 50.73171(W) AD(       ) 2
 MZ2380  NAD 27      -  42 54 56.40782(N)    073 40 52.31087(W) AD(       ) 2
 MZ2380  NGVD 29 (07/19/86)   33.9    (m)          111.     (f) VERT ANG       
 MZ2380
 MZ2380.Superseded values are not recommended for survey control.
 MZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2380.See file dsdata.txt to determine how the superseded data were derived.
 MZ2380
 MZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0767752303(NAD 83)
 MZ2380_MARKER: DE = TRAVERSE STATION DISK
 MZ2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2380_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2380+STABILITY: SURFACE MOTION
 MZ2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2380+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2380
 MZ2380  HISTORY     - Date     Condition        Report By
 MZ2380  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2380  HISTORY     - 20030816 GOOD             USPSQD
 MZ2380  HISTORY     - 20040816 GOOD             USPSQD
 MZ2380  HISTORY     - 20050816 GOOD             USPSQD
 MZ2380  HISTORY     - 20050824 GOOD             USPSQD
 MZ2380
 MZ2380                          STATION DESCRIPTION
 MZ2380
 MZ2380'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2380'THE STATION IS LOCATED 0.6 MILES NORTHEAST OF THE CITY OF
 MZ2380'MECHANICVILLE AND 2.2 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2380'
 MZ2380'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2380'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2380'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2380'4 FOR 0.35 MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTHWEST ON
 MZ2380'BEST AVENUE FOR 0.05 MILES TO A T-INTERSECTION, TURN RIGHT AND GO
 MZ2380'NORTHEAST ON EAST STREET FOR 0.20 MILE TO STATION ON RIGHT.
 MZ2380'
 MZ2380'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2380'SURVEY STAMPED BYAG.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2380'CONCRETE MONUMENT THAT IS 0.1 FOOT BELOW THE GROUND.  IT IS LOCATED
 MZ2380'126.7 FEET NORTHEAST OF POLE E-4 NYT, 102.0 FEET SOUTHEAST OF THE
 MZ2380'SOUTHEAST CORNER OF THE RIVERSIDE FIRE DEPARTMENT, 82.2 FEET EAST OF A
 MZ2380'12-INCH POPLAR, 36.7 FEET SOUTHWEST OF A TRIPLE MAPLE, 20.1 FEET
 MZ2380'SOUTHEAST OF THE CENTERLINE OF EAST STREET, AND 16.1 FEET SOUTH OF
 MZ2380'POLE NYT 8 E45.
 MZ2380
 MZ2380                          STATION RECOVERY (2003)
 MZ2380
 MZ2380'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2380'RECOVERED IN GOOD CONDITION.
 MZ2380
 MZ2380                          STATION RECOVERY (2004)
 MZ2380
 MZ2380'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2380'RECOVERED IN GOOD CONDITION.
 MZ2380
 MZ2380                          STATION RECOVERY (2005)
 MZ2380
 MZ2380'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2380'RECOVERED IN GOOD CONDITION.
 MZ2380
 MZ2380                          STATION RECOVERY (2005)
 MZ2380
 MZ2380'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2381 ***********************************************************************
 MZ2381  DESIGNATION -  BYAH
 MZ2381  PID         -  MZ2381
 MZ2381  STATE/COUNTY-  NY/SARATOGA
 MZ2381  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2381
 MZ2381                         *CURRENT SURVEY CONTROL
 MZ2381  ___________________________________________________________________
 MZ2381* NAD 83(1996)-  42 55 08.77886(N)    073 40 44.36870(W)     ADJUSTED  
 MZ2381* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 MZ2381  ___________________________________________________________________
 MZ2381  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MZ2381  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 MZ2381
 MZ2381  HORZ ORDER  -  SECOND
 MZ2381
 MZ2381.The horizontal coordinates were established by classical geodetic methods
 MZ2381.and adjusted by the National Geodetic Survey in January 1999..
 MZ2381
 MZ2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2381
 MZ2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2381
 MZ2381.The geoid height was determined by GEOID03.
 MZ2381
 MZ2381;                    North         East     Units Scale Factor Converg.
 MZ2381;SPC NY E     -   454,013.113   217,027.068   MT  0.99995525   +0 33 32.8
 MZ2381;SPC NY E     - 1,489,541.35    712,029.64   sFT  0.99995525   +0 33 32.8
 MZ2381;UTM  18      - 4,752,678.077   607,815.097   MT  0.99974300   +0 53 58.7
 MZ2381
 MZ2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2381!SPC NY E     -   0.99999981  x   0.99995525  =   0.99995506
 MZ2381!UTM  18      -   0.99999981  x   0.99974300  =   0.99974281
 MZ2381
 MZ2381|---------------------------------------------------------------------|
 MZ2381| PID    Reference Object                     Distance      Geod. Az  |
 MZ2381|                                                           dddmmss.s |
 MZ2381| MZ2382 BYAJ                                227.042 METERS 12740     |
 MZ2381| MZ2380 BYAG                                400.326 METERS 2010754.7 |
 MZ2381|---------------------------------------------------------------------|
 MZ2381
 MZ2381                          SUPERSEDED SURVEY CONTROL
 MZ2381
 MZ2381  NAD 83(1996)-  42 55 08.78137(N)    073 40 44.36973(W) AD(       ) 2
 MZ2381  NAD 83(1996)-  42 55 08.78176(N)    073 40 44.36983(W) AD(       ) 2
 MZ2381  NAD 83(1992)-  42 55 08.78226(N)    073 40 44.36951(W) AD(       ) 2
 MZ2381  NAD 83(1992)-  42 55 08.78252(N)    073 40 44.36961(W) AD(       ) 2
 MZ2381  NAD 83(1986)-  42 55 08.78309(N)    073 40 44.36859(W) AD(       ) 2
 MZ2381  NAD 27      -  42 55 08.50848(N)    073 40 45.94790(W) AD(       ) 2
 MZ2381  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG       
 MZ2381
 MZ2381.Superseded values are not recommended for survey control.
 MZ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2381.See file dsdata.txt to determine how the superseded data were derived.
 MZ2381
 MZ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0781552678(NAD 83)
 MZ2381_MARKER: DE = TRAVERSE STATION DISK
 MZ2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2381+STABILITY: SURFACE MOTION
 MZ2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2381+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 MZ2381
 MZ2381  HISTORY     - Date     Condition        Report By
 MZ2381  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2381  HISTORY     - 20020814 GOOD             USPSQD
 MZ2381  HISTORY     - 20030816 GOOD             USPSQD
 MZ2381  HISTORY     - 20040816 GOOD             USPSQD
 MZ2381  HISTORY     - 20050816 GOOD             USPSQD
 MZ2381  HISTORY     - 20060825 GOOD             USPSQD
 MZ2381
 MZ2381                          STATION DESCRIPTION
 MZ2381
 MZ2381'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2381'THE STATION IS LOCATED 0.9 MILES NORTHEAST OF THE CITY OF
 MZ2381'MECHANICVILLE AND 2.0 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2381'
 MZ2381'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2381'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2381'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2381'4 FOR 0.7 MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTHWEST ON
 MZ2381'CHAMPLAIN AVENUE FOR 0.15 MILE TO A CROSSROADS AND STATION ON RIGHT.
 MZ2381'
 MZ2381'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2381'SURVEY STAMPED BYAH.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2381'CONCRETE MONUMENT THAT IS 0.2 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2381'101.5 FEET NORTHEAST OF POLE NYSEG 175 E-2 NYT 5, 81.9 FEET SOUTHWEST
 MZ2381'OF POLE E55 NYT 8, 72.4 FEET SOUTH OF POLE NYT, 64.6 FEET NORTHWEST OF
 MZ2381'POLE E54 NYT 17, 21.5 FEET WEST OF THE CENTERLINE OF EAST AVENUE, AND
 MZ2381'18.9 FEET NORTH OF THE CENTERLINE OF CHAMPLAIN AVENUE.
 MZ2381
 MZ2381                          STATION RECOVERY (2002)
 MZ2381
 MZ2381'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2381'SIX INCHES FROM MACADAM AND BETWEEN STOP SIGN AND STREET SIGN.
 MZ2381
 MZ2381                          STATION RECOVERY (2003)
 MZ2381
 MZ2381'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2381'RECOVERED IN GOOD CONDITION.
 MZ2381
 MZ2381                          STATION RECOVERY (2004)
 MZ2381
 MZ2381'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2381'RECOVERED IN GOOD CONDITION.
 MZ2381
 MZ2381                          STATION RECOVERY (2005)
 MZ2381
 MZ2381'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2381'RECOVERED IN GOOD CONDITION.
 MZ2381
 MZ2381                          STATION RECOVERY (2006)
 MZ2381
 MZ2381'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2382 ***********************************************************************
 MZ2382  DESIGNATION -  BYAJ
 MZ2382  PID         -  MZ2382
 MZ2382  STATE/COUNTY-  NY/SARATOGA
 MZ2382  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2382
 MZ2382                         *CURRENT SURVEY CONTROL
 MZ2382  ___________________________________________________________________
 MZ2382* NAD 83(1996)-  42 55 04.28252(N)    073 40 36.44497(W)     ADJUSTED  
 MZ2382* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 MZ2382  ___________________________________________________________________
 MZ2382  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 MZ2382  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 MZ2382
 MZ2382  HORZ ORDER  -  SECOND
 MZ2382
 MZ2382.The horizontal coordinates were established by classical geodetic methods
 MZ2382.and adjusted by the National Geodetic Survey in January 1999..
 MZ2382
 MZ2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2382
 MZ2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2382
 MZ2382.The geoid height was determined by GEOID03.
 MZ2382
 MZ2382;                    North         East     Units Scale Factor Converg.
 MZ2382;SPC NY E     -   453,876.131   217,208.119   MT  0.99995555   +0 33 38.1
 MZ2382;SPC NY E     - 1,489,091.94    712,623.64   sFT  0.99995555   +0 33 38.1
 MZ2382;UTM  18      - 4,752,542.202   607,996.920   MT  0.99974348   +0 54 04.1
 MZ2382
 MZ2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2382!SPC NY E     -   1.00000111  x   0.99995555  =   0.99995666
 MZ2382!UTM  18      -   1.00000111  x   0.99974348  =   0.99974459
 MZ2382
 MZ2382:                Primary Azimuth Mark                     Grid Az
 MZ2382:SPC NY E     -  CQAJ                                     042 07 39.7
 MZ2382:UTM  18      -  CQAJ                                     041 47 13.7
 MZ2382
 MZ2382|---------------------------------------------------------------------|
 MZ2382| PID    Reference Object                     Distance      Geod. Az  |
 MZ2382|                                                           dddmmss.s |
 MZ2382| MZ2383 CQAJ                                427.687 METERS 0424117.8 |
 MZ2382| MZ2381 BYAH                                227.042 METERS 30740     |
 MZ2382|---------------------------------------------------------------------|
 MZ2382
 MZ2382                          SUPERSEDED SURVEY CONTROL
 MZ2382
 MZ2382  NAD 83(1996)-  42 55 04.28505(N)    073 40 36.44600(W) AD(       ) 2
 MZ2382  NAD 83(1996)-  42 55 04.28544(N)    073 40 36.44610(W) AD(       ) 2
 MZ2382  NAD 83(1992)-  42 55 04.28594(N)    073 40 36.44578(W) AD(       ) 2
 MZ2382  NAD 83(1992)-  42 55 04.28621(N)    073 40 36.44589(W) AD(       ) 2
 MZ2382  NAD 83(1986)-  42 55 04.28677(N)    073 40 36.44486(W) AD(       ) 2
 MZ2382  NAD 27      -  42 55 04.01210(N)    073 40 38.02446(W) AD(       ) 2
 MZ2382  NGVD 29 (07/19/86)   24.2    (m)           79.     (f) VERT ANG       
 MZ2382
 MZ2382.Superseded values are not recommended for survey control.
 MZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2382.See file dsdata.txt to determine how the superseded data were derived.
 MZ2382
 MZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0799752542(NAD 83)
 MZ2382_MARKER: DE = TRAVERSE STATION DISK
 MZ2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2382_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2382+STABILITY: SURFACE MOTION
 MZ2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2382+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 MZ2382
 MZ2382  HISTORY     - Date     Condition        Report By
 MZ2382  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2382  HISTORY     - 20030816 GOOD             USPSQD
 MZ2382  HISTORY     - 20040816 GOOD             USPSQD
 MZ2382  HISTORY     - 20050816 GOOD             USPSQD
 MZ2382  HISTORY     - 20060825 GOOD             USPSQD
 MZ2382
 MZ2382                          STATION DESCRIPTION
 MZ2382
 MZ2382'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2382'THE STATION IS LOCATED 0.9 MILES NORTHEAST OF THE CITY OF
 MZ2382'MECHANICVILLE AND 1.9 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2382'
 MZ2382'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2382'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2382'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2382'4 FOR 0.7 MILES TO A T-INTERSECTION WITH CHAMPLAIN AVENUE AND STATION
 MZ2382'ON LEFT.
 MZ2382'
 MZ2382'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2382'SURVEY STAMPED BYAJ.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2382'CONCRETE MONUMENT THAT IS 0.1 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2382'51.9 FEET NORTHWEST OF A POLE, 28.6 FEET NORTH OF POLE NYSEG 12 NYT
 MZ2382'49, 25.7 FEET NORTHWEST OF THE CENTERLINE OF US HIGHWAY 4, 14.4 FEET
 MZ2382'EAST OF A CATCH BASIN, AND 13.9 FEET NORTHEAST OF THE CENTERLINE OF
 MZ2382'CHAMPLAIN AVENUE.
 MZ2382
 MZ2382                          STATION RECOVERY (2003)
 MZ2382
 MZ2382'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2382'RECOVERED IN GOOD CONDITION.
 MZ2382
 MZ2382                          STATION RECOVERY (2004)
 MZ2382
 MZ2382'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2382'RECOVERED IN GOOD CONDITION.
 MZ2382
 MZ2382                          STATION RECOVERY (2005)
 MZ2382
 MZ2382'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2382'RECOVERED IN GOOD CONDITION.
 MZ2382
 MZ2382                          STATION RECOVERY (2006)
 MZ2382
 MZ2382'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2350 ***********************************************************************
 MZ2350  DESIGNATION -  BYB
 MZ2350  PID         -  MZ2350
 MZ2350  STATE/COUNTY-  NY/SARATOGA
 MZ2350  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2350
 MZ2350                         *CURRENT SURVEY CONTROL
 MZ2350  ___________________________________________________________________
 MZ2350* NAD 83(1996)-  42 55 18.77006(N)    073 43 32.70655(W)     ADJUSTED  
 MZ2350* NAVD 88     -        44.5    (meters)     146.     (feet)  VERTCON   
 MZ2350  ___________________________________________________________________
 MZ2350  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 MZ2350  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 MZ2350
 MZ2350  HORZ ORDER  -  SECOND
 MZ2350
 MZ2350.The horizontal coordinates were established by classical geodetic methods
 MZ2350.and adjusted by the National Geodetic Survey in January 1999..
 MZ2350
 MZ2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2350
 MZ2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2350
 MZ2350.The geoid height was determined by GEOID03.
 MZ2350
 MZ2350;                    North         East     Units Scale Factor Converg.
 MZ2350;SPC NY E     -   454,285.207   213,206.689   MT  0.99994913   +0 31 38.2
 MZ2350;SPC NY E     - 1,490,434.05    699,495.61   sFT  0.99994913   +0 31 38.2
 MZ2350;UTM  18      - 4,752,927.405   603,993.987   MT  0.99973304   +0 52 04.2
 MZ2350
 MZ2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2350!SPC NY E     -   0.99999790  x   0.99994913  =   0.99994703
 MZ2350!UTM  18      -   0.99999790  x   0.99973304  =   0.99973094
 MZ2350
 MZ2350:                Primary Azimuth Mark                     Grid Az
 MZ2350:SPC NY E     -  MECHANICVILLE COLLINS CO MAST            096 29 18.0
 MZ2350:UTM  18      -  MECHANICVILLE COLLINS CO MAST            096 08 52.0
 MZ2350
 MZ2350|---------------------------------------------------------------------|
 MZ2350| PID    Reference Object                     Distance      Geod. Az  |
 MZ2350|                                                           dddmmss.s |
 MZ2350| MZ2355 MECHANICVILLE COLLINS CO MAST       APPROX. 1.4 KM 0970056.2 |
 MZ2350| DA3168 BYB 1                                              1250655.8 |
 MZ2350| MZ2349 BYB A                                20.852 METERS 33433     |
 MZ2350|---------------------------------------------------------------------|
 MZ2350
 MZ2350                          SUPERSEDED SURVEY CONTROL
 MZ2350
 MZ2350  NAD 83(1996)-  42 55 18.77263(N)    073 43 32.70744(W) AD(       ) 2
 MZ2350  NAD 83(1996)-  42 55 18.77300(N)    073 43 32.70756(W) AD(       ) 2
 MZ2350  NAD 83(1992)-  42 55 18.77348(N)    073 43 32.70717(W) AD(       ) 2
 MZ2350  NAD 83(1992)-  42 55 18.77373(N)    073 43 32.70726(W) AD(       ) 2
 MZ2350  NAD 83(1986)-  42 55 18.77425(N)    073 43 32.70619(W) AD(       ) 2
 MZ2350  NAD 27      -  42 55 18.50004(N)    073 43 34.28001(W) AD(       ) 2
 MZ2350  NGVD 29 (07/19/86)   44.7    (m)          147.     (f) VERT ANG       
 MZ2350
 MZ2350.Superseded values are not recommended for survey control.
 MZ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2350.See file dsdata.txt to determine how the superseded data were derived.
 MZ2350
 MZ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0399452927(NAD 83)
 MZ2350_MARKER: DD = SURVEY DISK
 MZ2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2350
 MZ2350  HISTORY     - Date     Condition        Report By
 MZ2350  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2350  HISTORY     - 1976     GOOD             NGS
 MZ2350  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2350
 MZ2350                          STATION DESCRIPTION
 MZ2350
 MZ2350'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2350'THE STATION IS LOCATED 2.5 MILES NORTHWEST OF MECHANICVILLE, 2.5
 MZ2350'MILES NORTHEAST OF USHERS, AND 4.5 MILES SOUTHEAST OF ROUND
 MZ2350'LAKE IN THE TOWNSHIP OF STILLWATER.
 MZ2350'
 MZ2350'TO REACH THE STATION FROM THE TOWN HALL IN STILLWATER, GO
 MZ2350'NORTHWEST ON STATE HIGHWAY 67 FOR 0.10 MILE TO AZIMUTH MARK
 MZ2350'BYB-1 (SACGS), ON THE LEFT.  CONTINUE NORTHWEST ON STATE HIGHWAY
 MZ2350'67 FOR 0.15 MILE TO STATION ON LEFT.
 MZ2350'
 MZ2350'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2350'SURVEY STAMPED BYB.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2350'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 MZ2350'IS LOCATED 77.6 FEET SOUTHEAST OF A 12-INCH MAPLE TREE,
 MZ2350'59.2 FEET SOUTHEAST OF A 28-INCH MAPLE TREE BOTH ON THE NORTH
 MZ2350'SIDE OF STATE HIGHWAY 67, 8.4 FEET WEST OF POLE L71, 84 NYT 2,
 MZ2350'ON THE SOUTH SIDE OF STATE HIGHWAY 67 AND 28.1 FEET SOUTHWEST OF
 MZ2350'THE CENTERLINE OF STATE HIGHWAY 67.  THE UNDERGROUND MARK IS
 MZ2350'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2350'BELOW THE GROUND.
 MZ2350'
 MZ2350'AZIMUTH MARK, BYB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2350'COUNTY GEODETIC SURVEY STAMPED BYB-1.  IT IS SET IN THE TOP OF A
 MZ2350'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2350'THE GROUND.  IT IS LOCATED 39.4 FEET SOUTHEAST OF POLE 78, NYT
 MZ2350'99, 16.5 FEET NORTH OF A 14-INCH WHITE OAK TREE, 27.6 FEET
 MZ2350'NORTHWEST OF AN 11-INCH WHITE OAK TREE, 79.1 FEET WEST OF POLE
 MZ2350'77, NYT 98, ALL ON THE SOUTH SIDE OF STATE HIGHWAY 67, AND 21.9
 MZ2350'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 67.
 MZ2350'
 MZ2350'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 MZ2350
 MZ2350                          STATION RECOVERY (1976)
 MZ2350
 MZ2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DHB)
 MZ2350'RECOVERED AS DESCRIBED.
 MZ2350
 MZ2350                          STATION RECOVERY (2005)
 MZ2350
 MZ2350'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2348 ***********************************************************************
 MZ2348  DESIGNATION -  BYC
 MZ2348  PID         -  MZ2348
 MZ2348  STATE/COUNTY-  NY/SARATOGA
 MZ2348  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2348
 MZ2348                         *CURRENT SURVEY CONTROL
 MZ2348  ___________________________________________________________________
 MZ2348* NAD 83(1996)-  42 53 56.54781(N)    073 42 49.92184(W)     ADJUSTED  
 MZ2348* NAVD 88     -        90.5    (meters)     297.     (feet)  VERTCON   
 MZ2348  ___________________________________________________________________
 MZ2348  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MZ2348  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 MZ2348
 MZ2348  HORZ ORDER  -  SECOND
 MZ2348
 MZ2348.The horizontal coordinates were established by classical geodetic methods
 MZ2348.and adjusted by the National Geodetic Survey in January 1999..
 MZ2348
 MZ2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2348
 MZ2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2348
 MZ2348.The geoid height was determined by GEOID03.
 MZ2348
 MZ2348;                    North         East     Units Scale Factor Converg.
 MZ2348;SPC NY E     -   451,757.177   214,200.613   MT  0.99995069   +0 32 06.5
 MZ2348;SPC NY E     - 1,482,140.00    702,756.51   sFT  0.99995069   +0 32 06.5
 MZ2348;UTM  18      - 4,750,405.869   605,002.699   MT  0.99973564   +0 52 32.0
 MZ2348
 MZ2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2348!SPC NY E     -   0.99999069  x   0.99995069  =   0.99994138
 MZ2348!UTM  18      -   0.99999069  x   0.99973564  =   0.99972633
 MZ2348
 MZ2348:                Primary Azimuth Mark                     Grid Az
 MZ2348:SPC NY E     -  FARRELL                                  034 20 10.3
 MZ2348:UTM  18      -  FARRELL                                  033 59 44.8
 MZ2348
 MZ2348|---------------------------------------------------------------------|
 MZ2348| PID    Reference Object                     Distance      Geod. Az  |
 MZ2348|                                                           dddmmss.s |
 MZ2348| MZ2344 FARRELL                             APPROX. 2.1 KM 0345216.8 |
 MZ2348| MZ2356 BYC A                                15.485 METERS 07934     |
 MZ2348| DA3169 BYC 1                                              0845157.3 |
 MZ2348| DA3170 BYC 2                                              2510246.5 |
 MZ2348|---------------------------------------------------------------------|
 MZ2348
 MZ2348                          SUPERSEDED SURVEY CONTROL
 MZ2348
 MZ2348  NAD 83(1996)-  42 53 56.55036(N)    073 42 49.92279(W) AD(       ) 2
 MZ2348  NAD 83(1996)-  42 53 56.55074(N)    073 42 49.92287(W) AD(       ) 2
 MZ2348  NAD 83(1992)-  42 53 56.55122(N)    073 42 49.92250(W) AD(       ) 2
 MZ2348  NAD 83(1992)-  42 53 56.55147(N)    073 42 49.92258(W) AD(       ) 2
 MZ2348  NAD 83(1986)-  42 53 56.55200(N)    073 42 49.92154(W) AD(       ) 2
 MZ2348  NAD 27      -  42 53 56.27705(N)    073 42 51.49703(W) AD(       ) 2
 MZ2348  NGVD 29 (07/19/86)   90.7    (m)          298.     (f) VERT ANG       
 MZ2348
 MZ2348.Superseded values are not recommended for survey control.
 MZ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2348.See file dsdata.txt to determine how the superseded data were derived.
 MZ2348
 MZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0500350406(NAD 83)
 MZ2348_MARKER: DD = SURVEY DISK
 MZ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2348+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2348
 MZ2348  HISTORY     - Date     Condition        Report By
 MZ2348  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2348  HISTORY     - 20020723 GOOD             USPSQD
 MZ2348  HISTORY     - 20030818 GOOD             USPSQD
 MZ2348  HISTORY     - 20040816 GOOD             USPSQD
 MZ2348  HISTORY     - 20050818 GOOD             USPSQD
 MZ2348  HISTORY     - 20050824 GOOD             USPSQD
 MZ2348
 MZ2348                          STATION DESCRIPTION
 MZ2348
 MZ2348'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2348'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF MECHANICVILLE,
 MZ2348'3.5 MILES EAST OF USHERS, AND 3.8 MILES NORTHEAST OF CLIFTON
 MZ2348'PARK IN THE TOWNSHIP OF HALFMOON.
 MZ2348'
 MZ2348'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 146 AND
 MZ2348'236, GO NORTH ON STATE HIGHWAY 146 FOR 0.90 MILE TO THE
 MZ2348'Y-INTERSECTION OF COUNTY HIGHWAY 1345 ON LEFT.  TURN LEFT AND GO
 MZ2348'NORTH ON COUNTY HIGHWAY 1345 FOR 1.20 MILES TO THE Y-INTERSECTION
 MZ2348'OF MC BRIDE ROAD AND AZIMUTH MARK, BYC-2 (SACGS), ON THE
 MZ2348'LEFT.  CONTINUE NORTHEAST ON COUNTY HIGHWAY 1345 FOR 0.20 MILE
 MZ2348'TO STATION ON LEFT.
 MZ2348'
 MZ2348'TO REACH AZIMUTH MARK, BYC-1 (SACGS) FROM THE STATION GO
 MZ2348'NORTHEAST ON COUNTY HIGHWAY 1345 TO MARK ON RIGHT.
 MZ2348'
 MZ2348'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2348'SURVEY STAMPED BYC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2348'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2348'THE GROUND.  IT IS LOCATED 91.1 FEET NORTHEAST OF POLE NYS
 MZ2348'E AND G 54, 115.5 FEET NORTHWEST OF POLE NYS E AND G 53 BOTH ON
 MZ2348'THE SOUTH SIDE OF COUNTY HIGHWAY 1345, 7.3 FEET SOUTH OF A WIRE
 MZ2348'MESH FENCE ON THE NORTH SIDE OF COUNTY HIGHWAY 1345 AND 32.8
 MZ2348'FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 1345.  THE
 MZ2348'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2348'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2348'
 MZ2348'AZIMUTH MARK, BYC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2348'COUNTY GEODETIC SURVEY.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2348'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2348'GROUND.  IT IS LOCATED 107.2 FEET SOUTHEAST OF POLE NYT 31, 40.6
 MZ2348'FEET SOUTHEAST OF THE WESTERLYMOST WOODEN GUARD POST, BOTH
 MZ2348'ON THE NORTH SIDE OF COUNTY HIGHWAY 1345, 49.5 FEET NORTHEAST OF
 MZ2348'A 4-INCH ELM TREE AT A FENCE CORNER ON THE SOUTH SIDE OF COUNTY
 MZ2348'HIGHWAY 1345 AND 19.6 FEET SOUTH OF THE CENTERLINE OF COUNTY
 MZ2348'HIGHWAY 1345.
 MZ2348'
 MZ2348'AZIMUTH MARK, BYC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2348'COUNTY GEODETIC SURVEY STAMPED BYC-2.  IT IS SET IN THE TOP OF
 MZ2348'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 MZ2348'BELOW THE GROUND.  IT IS LOCATED 62.0 FEET SOUTHEAST OF A 30-INCH
 MZ2348'ELM TREE, 61.6 FEET SOUTHWEST OF POLE NYS E AND G 58 BOTH
 MZ2348'ON THE NORTH SIDE OF MC BRIDE ROAD, 37.7 FEET NORTHEAST OF POLE
 MZ2348'17 E 67-2/3 ON THE SOUTH SIDE OF MC BRIDE ROAD, 18.5 FEET SOUTH
 MZ2348'OF THE CENTERLINE OF MC BRIDE ROAD, AND 56.0 FEET NORTHWEST
 MZ2348'OF THE CENTERLINE OF COUNTY HIGHWAY 1345.
 MZ2348'
 MZ2348'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 MZ2348
 MZ2348                          STATION RECOVERY (2002)
 MZ2348
 MZ2348'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2348'RECOVERED IN GOOD CONDITION.
 MZ2348
 MZ2348                          STATION RECOVERY (2003)
 MZ2348
 MZ2348'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2348'RECOVERED IN GOOD CONDITION.
 MZ2348
 MZ2348                          STATION RECOVERY (2004)
 MZ2348
 MZ2348'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2348'RECOVERED IN GOOD CONDITION.
 MZ2348
 MZ2348                          STATION RECOVERY (2005)
 MZ2348
 MZ2348'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2348'RECOVERED IN GOOD CONDITION.
 MZ2348
 MZ2348                          STATION RECOVERY (2005)
 MZ2348
 MZ2348'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3962 ***********************************************************************
 LX3962  DESIGNATION -  BYRAM
 LX3962  PID         -  LX3962
 LX3962  STATE/COUNTY-  NY/WESTCHESTER
 LX3962  USGS QUAD   -  MOUNT KISCO (1975)
 LX3962
 LX3962                         *CURRENT SURVEY CONTROL
 LX3962  ___________________________________________________________________
 LX3962* NAD 83(1996)-  41 11 07.88777(N)    073 40 53.35959(W)     ADJUSTED  
 LX3962* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 LX3962  ___________________________________________________________________
 LX3962  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 LX3962  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3962
 LX3962  HORZ ORDER  -  FIRST
 LX3962
 LX3962.The horizontal coordinates were established by classical geodetic methods
 LX3962.and adjusted by the National Geodetic Survey in January 1999..
 LX3962
 LX3962.The orthometric height was scaled from a topographic map.
 LX3962
 LX3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3962
 LX3962.The geoid height was determined by GEOID03.
 LX3962
 LX3962;                    North         East     Units Scale Factor Converg.
 LX3962;SPC NY E     -   261,472.029   218,665.580   MT  0.99995801   +0 32 20.4
 LX3962;SPC NY E     -   857,846.15    717,405.32   sFT  0.99995801   +0 32 20.4
 LX3962;UTM  18      - 4,560,190.273   610,578.613   MT  0.99975049   +0 52 06.0
 LX3962
 LX3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3962!SPC NY E     -   0.99996591  x   0.99995801  =   0.99992393
 LX3962!UTM  18      -   0.99996591  x   0.99975049  =   0.99971641
 LX3962
 LX3962:                Primary Azimuth Mark                     Grid Az
 LX3962:SPC NY E     -  BEDFORD VILLAGE PRESB CH SPIRE           058 25 03.1
 LX3962:UTM  18      -  BEDFORD VILLAGE PRESB CH SPIRE           058 05 17.5
 LX3962
 LX3962|---------------------------------------------------------------------|
 LX3962| PID    Reference Object                     Distance      Geod. Az  |
 LX3962|                                                           dddmmss.s |
 LX3962| LX3974 BEDFORD VILLAGE PRESB CH SPIRE      APPROX. 3.8 KM 0585723.5 |
 LX3962| CB3712 BYRAM RM 2                           27.194 METERS 21254     |
 LX3962| LX3963 SEVEN                               APPROX. 2.7 KM 2173305.2 |
 LX3962| CB3711 BYRAM RM 1                           21.494 METERS 34420     |
 LX3962|---------------------------------------------------------------------|
 LX3962
 LX3962                          SUPERSEDED SURVEY CONTROL
 LX3962
 LX3962  NAD 83(1996)-  41 11 07.88822(N)    073 40 53.35979(W) AD(       ) 1
 LX3962  NAD 83(1992)-  41 11 07.88744(N)    073 40 53.35977(W) AD(       ) 1
 LX3962  NAD 83(1986)-  41 11 07.88947(N)    073 40 53.35991(W) AD(       ) 1
 LX3962  NAD 27      -  41 11 07.54555(N)    073 40 54.89074(W) AD(       ) 1
 LX3962
 LX3962.Superseded values are not recommended for survey control.
 LX3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3962.See file dsdata.txt to determine how the superseded data were derived.
 LX3962
 LX3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1057960190(NAD 83)
 LX3962_MARKER: Z = SEE DESCRIPTION
 LX3962_SETTING: 0 = UNSPECIFIED SETTING
 LX3962
 LX3962  HISTORY     - Date     Condition        Report By
 LX3962  HISTORY     - 1966     MONUMENTED       CGS
 LX3962  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3962
 LX3962                          STATION DESCRIPTION
 LX3962
 LX3962'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3962'THE STATION IS LOCATED ON A HIGH HILL, ABOUT 3 MILES SOUTHEAST
 LX3962'OF MOUNT KISCO (VILLAGE), 2-1/4 MILES SOUTHWEST OF BEDFORD,
 LX3962'0.9 MILE NORTH-NORTHEAST OF THE BYRAM LAKE RESERVOIR AND ON THE
 LX3962'PROPERTY OWNED BY MR. RICHARD C. STEADMAN.
 LX3962'
 LX3962'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT KISCO (VILLAGE),
 LX3962'GO SOUTHEAST ON STATE HIGHWAY 117 (MAIN STREET) FOR 0.6 MILE TO ITS
 LX3962'JUNCTION WITH STATE HIGHWAY 172.  KEEP LEFT AND GO IN AN EASTERLY
 LX3962'DIRECTION ON STATE HIGHWAY 172 FOR 1.75 MILES TO A SIDE ROAD ON
 LX3962'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON CHESTNUT RIDGE ROAD FOR
 LX3962'0.95 MILE TO A TRACK ROAD ON THE LEFT JUST BEFORE REACHING A
 LX3962'SHARP CURVE TO THE RIGHT.  TURN LEFT ON THE TRACK ROAD
 LX3962'PASSING THROUGH A CHAIN GATE AND GO UPHILL FOR 0.05 MILE TO
 LX3962'AN OLD ABANDONED FRAME HOUSE ON THE RIGHT.  CONTINUE ON
 LX3962'WINDING TRACK ROAD IN AN EASTERLY DIRECTION UPHILL FOR 0.05
 LX3962'MILE TO A FORK.  KEEP RIGHT GOING EAST FOR 0.1 MILE TO
 LX3962'A POND ON THE LEFT.  CONTINUE IN A NORTHEASTERLY
 LX3962'DIRECTION FOR 0.1 MILE TO THE SECOND GAP IN ROCK FENCE.  HERE
 LX3962'CONTINUE IN A SOUTHERLY DIRECTION ON THE TRACK ROAD FOR 0.1 MILE
 LX3962'TO THE STATION ON THE LEFT.
 LX3962'
 LX3962'THE STATION MARK IS A WESTCHESTER COUNTY CONTROL SURVEY STATION
 LX3962'DISK UNSTAMPED SET IN THE TOP OF A 10-INCH CYLINDRICAL SHAPED
 LX3962'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 40 FEET EAST OF
 LX3962'THE CENTER OF A TRACK ROAD, 24 FEET SOUTHWEST OF A TRIPLE TRUNKED
 LX3962'ASH TREE, 12 FEET NORTH OF THE NORTH CORNER OF A PILE OF ROCKS,
 LX3962'10.7 FEET SOUTHEAST OF A SLAB OF CONCRETE WITH 5 EMBEDDED BOLTS,
 LX3962'AND 10.4 FEET NORTHEAST OF A SLAB OF CONCRETE WITH 5 EMBEDDED
 LX3962'BOLTS.  THE LAST TWO MEASUREMENTS WERE MADE FROM THE CENTER 1
 LX3962'OF 5 BOLTS.
 LX3962'
 LX3962'REFERENCE MARK NO. 1 IS A WESTCHESTER COUNTY CONTROL SURVEY
 LX3962'REFERENCE DISK STAMPED 1 SET IN A DRILL HOLE IN BEDROCK.  IT IS
 LX3962'47 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND ABOUT
 LX3962'3-1/2 FEET LOWER THAN THE STATION MARK.
 LX3962'
 LX3962'REFERENCE MARK NO. 2 IS A WESTCHESTER COUNTY CONTROL SURVEY
 LX3962'REFERENCE DISK STAMPED 2 SET IN A DRILL HOLE IN BEDROCK.  IT IS
 LX3962'43 FEET WEST OF THE CENTER OF THE TRACK ROAD, 35 FEET SOUTHWEST
 LX3962'OF THE CORNER OF STONE FENCE AND 21 FEET SOUTH OF THE SOUTH EDGE
 LX3962'OF THE STONE FENCE.
 LX3962'
 LX3962'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX3962'
 LX3962'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 LX3962
 LX3962                          STATION RECOVERY (1975)
 LX3962
 LX3962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3962'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX3962'1966.  VIEW FROM STATION IS COMPLETELY BLOCKED BY TREES.
 LX3962'
 LX3962'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX3962'
 LX3962'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3962'3 MILES SE OF MOUNT KISCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3982 ***********************************************************************
 LX3982  DESIGNATION -  BYRAM AZ 1
 LX3982  PID         -  LX3982
 LX3982  STATE/COUNTY-  NY/WESTCHESTER
 LX3982  USGS QUAD   -  MOUNT KISCO (1975)
 LX3982
 LX3982                         *CURRENT SURVEY CONTROL
 LX3982  ___________________________________________________________________
 LX3982* NAD 83(1996)-  41 11 34.39075(N)    073 40 43.28509(W)     ADJUSTED  
 LX3982* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 LX3982  ___________________________________________________________________
 LX3982  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 LX3982  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX3982
 LX3982  HORZ ORDER  -  SECOND
 LX3982
 LX3982.The horizontal coordinates were established by classical geodetic methods
 LX3982.and adjusted by the National Geodetic Survey in January 1999..
 LX3982
 LX3982.The orthometric height was scaled from a topographic map.
 LX3982
 LX3982.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3982
 LX3982.The geoid height was determined by GEOID03.
 LX3982
 LX3982;                    North         East     Units Scale Factor Converg.
 LX3982;SPC NY E     -   262,291.770   218,892.630   MT  0.99995839   +0 32 27.4
 LX3982;SPC NY E     -   860,535.58    718,150.24   sFT  0.99995839   +0 32 27.4
 LX3982;UTM  18      - 4,561,011.136   610,800.902   MT  0.99975109   +0 52 13.1
 LX3982
 LX3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3982!SPC NY E     -   0.99997924  x   0.99995839  =   0.99993764
 LX3982!UTM  18      -   0.99997924  x   0.99975109  =   0.99973034
 LX3982
 LX3982                          SUPERSEDED SURVEY CONTROL
 LX3982
 LX3982  NAD 83(1996)-  41 11 34.39120(N)    073 40 43.28526(W) AD(       ) 2
 LX3982  NAD 83(1992)-  41 11 34.39041(N)    073 40 43.28524(W) AD(       ) 2
 LX3982  NAD 83(1986)-  41 11 34.39247(N)    073 40 43.28541(W) AD(       ) 2
 LX3982  NAD 27      -  41 11 34.05311(N)    073 40 44.81498(W) AD(       ) 2
 LX3982
 LX3982.Superseded values are not recommended for survey control.
 LX3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3982.See file dsdata.txt to determine how the superseded data were derived.
 LX3982
 LX3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1080161011(NAD 83)
 LX3982_MARKER: Z = SEE DESCRIPTION
 LX3982_SETTING: 0 = UNSPECIFIED SETTING
 LX3982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3982
 LX3982  HISTORY     - Date     Condition        Report By
 LX3982  HISTORY     - 1966     MONUMENTED       NY-119
 LX3982
 LX3982                          STATION DESCRIPTION
 LX3982
 LX3982'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3982'POSITION DETERMINED BY TRAVERSE FROM STATION BYRAM WCCS 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3981 ***********************************************************************
 LX3981  DESIGNATION -  BYRAM AZ 2
 LX3981  PID         -  LX3981
 LX3981  STATE/COUNTY-  NY/WESTCHESTER
 LX3981  USGS QUAD   -  MOUNT KISCO (1975)
 LX3981
 LX3981                         *CURRENT SURVEY CONTROL
 LX3981  ___________________________________________________________________
 LX3981* NAD 83(1996)-  41 11 38.65942(N)    073 40 29.73203(W)     ADJUSTED  
 LX3981* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 LX3981  ___________________________________________________________________
 LX3981  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 LX3981  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3981
 LX3981  HORZ ORDER  -  SECOND
 LX3981
 LX3981.The horizontal coordinates were established by classical geodetic methods
 LX3981.and adjusted by the National Geodetic Survey in January 1999..
 LX3981
 LX3981.The orthometric height was scaled from a topographic map.
 LX3981
 LX3981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3981
 LX3981.The geoid height was determined by GEOID03.
 LX3981
 LX3981;                    North         East     Units Scale Factor Converg.
 LX3981;SPC NY E     -   262,426.433   219,207.176   MT  0.99995893   +0 32 36.3
 LX3981;SPC NY E     -   860,977.39    719,182.21   sFT  0.99995893   +0 32 36.3
 LX3981;UTM  18      - 4,561,147.576   611,114.603   MT  0.99975195   +0 52 22.1
 LX3981
 LX3981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3981!SPC NY E     -   0.99998238  x   0.99995893  =   0.99994131
 LX3981!UTM  18      -   0.99998238  x   0.99975195  =   0.99973433
 LX3981
 LX3981                          SUPERSEDED SURVEY CONTROL
 LX3981
 LX3981  NAD 83(1996)-  41 11 38.65987(N)    073 40 29.73220(W) AD(       ) 2
 LX3981  NAD 83(1992)-  41 11 38.65908(N)    073 40 29.73217(W) AD(       ) 2
 LX3981  NAD 83(1986)-  41 11 38.66113(N)    073 40 29.73235(W) AD(       ) 2
 LX3981  NAD 27      -  41 11 38.32013(N)    073 40 31.26198(W) AD(       ) 2
 LX3981
 LX3981.Superseded values are not recommended for survey control.
 LX3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3981.See file dsdata.txt to determine how the superseded data were derived.
 LX3981
 LX3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1111561148(NAD 83)
 LX3981_MARKER: Z = SEE DESCRIPTION
 LX3981_SETTING: 0 = UNSPECIFIED SETTING
 LX3981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3981
 LX3981  HISTORY     - Date     Condition        Report By
 LX3981  HISTORY     - 1966     MONUMENTED       NY-119
 LX3981
 LX3981                          STATION DESCRIPTION
 LX3981
 LX3981'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3981'POSITION DETERMINED BY TRAVERSE FROM STATION BYRAM WCCS 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3994 ***********************************************************************
 LX3994  DESIGNATION -  BYRAM AZ 3
 LX3994  PID         -  LX3994
 LX3994  STATE/COUNTY-  NY/WESTCHESTER
 LX3994  USGS QUAD   -  MOUNT KISCO (1975)
 LX3994
 LX3994                         *CURRENT SURVEY CONTROL
 LX3994  ___________________________________________________________________
 LX3994* NAD 83(1996)-  41 09 53.44123(N)    073 40 10.44481(W)     ADJUSTED  
 LX3994* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 LX3994  ___________________________________________________________________
 LX3994  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 LX3994  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX3994
 LX3994  HORZ ORDER  -  SECOND
 LX3994
 LX3994.The horizontal coordinates were established by classical geodetic methods
 LX3994.and adjusted by the National Geodetic Survey in January 1999..
 LX3994
 LX3994.The orthometric height was scaled from a topographic map.
 LX3994
 LX3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3994
 LX3994.The geoid height was determined by GEOID03.
 LX3994
 LX3994;                    North         East     Units Scale Factor Converg.
 LX3994;SPC NY E     -   259,185.083   219,687.547   MT  0.99995975   +0 32 47.9
 LX3994;SPC NY E     -   850,343.06    720,758.23   sFT  0.99995975   +0 32 47.9
 LX3994;UTM  18      - 4,557,909.710   611,613.491   MT  0.99975332   +0 52 32.9
 LX3994
 LX3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3994!SPC NY E     -   0.99997924  x   0.99995975  =   0.99993900
 LX3994!UTM  18      -   0.99997924  x   0.99975332  =   0.99973257
 LX3994
 LX3994                          SUPERSEDED SURVEY CONTROL
 LX3994
 LX3994  NAD 83(1996)-  41 09 53.44166(N)    073 40 10.44506(W) AD(       ) 2
 LX3994  NAD 83(1992)-  41 09 53.44088(N)    073 40 10.44506(W) AD(       ) 2
 LX3994  NAD 83(1986)-  41 09 53.44299(N)    073 40 10.44514(W) AD(       ) 2
 LX3994  NAD 27      -  41 09 53.09675(N)    073 40 11.97692(W) AD(       ) 2
 LX3994
 LX3994.Superseded values are not recommended for survey control.
 LX3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3994.See file dsdata.txt to determine how the superseded data were derived.
 LX3994
 LX3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1161357910(NAD 83)
 LX3994_MARKER: Z = SEE DESCRIPTION
 LX3994_SETTING: 0 = UNSPECIFIED SETTING
 LX3994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3994
 LX3994  HISTORY     - Date     Condition        Report By
 LX3994  HISTORY     - 1966     MONUMENTED       NY-119
 LX3994
 LX3994                          STATION DESCRIPTION
 LX3994
 LX3994'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3994'POSITION DETERMINED BY TRAVERSE FROM STATION BYRAM WCCS 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2327 ***********************************************************************
 MZ2327  DESIGNATION -  BZA
 MZ2327  PID         -  MZ2327
 MZ2327  STATE/COUNTY-  NY/SARATOGA
 MZ2327  USGS QUAD   -  TROY NORTH (1980)
 MZ2327
 MZ2327                         *CURRENT SURVEY CONTROL
 MZ2327  ___________________________________________________________________
 MZ2327* NAD 83(1996)-  42 52 07.46296(N)    073 43 34.89630(W)     ADJUSTED  
 MZ2327* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 MZ2327  ___________________________________________________________________
 MZ2327  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MZ2327  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MZ2327
 MZ2327  HORZ ORDER  -  SECOND
 MZ2327
 MZ2327.The horizontal coordinates were established by classical geodetic methods
 MZ2327.and adjusted by the National Geodetic Survey in January 1999..
 MZ2327
 MZ2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2327
 MZ2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2327
 MZ2327.The geoid height was determined by GEOID03.
 MZ2327
 MZ2327;                    North         East     Units Scale Factor Converg.
 MZ2327;SPC NY E     -   448,381.845   213,211.288   MT  0.99994914   +0 31 34.8
 MZ2327;SPC NY E     - 1,471,066.10    699,510.70   sFT  0.99994914   +0 31 34.8
 MZ2327;UTM  18      - 4,747,025.450   604,033.648   MT  0.99973315   +0 51 59.6
 MZ2327
 MZ2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2327!SPC NY E     -   0.99999079  x   0.99994914  =   0.99993994
 MZ2327!UTM  18      -   0.99999079  x   0.99973315  =   0.99972395
 MZ2327
 MZ2327:                Primary Azimuth Mark                     Grid Az
 MZ2327:SPC NY E     -  BZA 1                                    180 34 39.0
 MZ2327:UTM  18      -  BZA 1                                    180 14 14.2
 MZ2327
 MZ2327|---------------------------------------------------------------------|
 MZ2327| PID    Reference Object                     Distance      Geod. Az  |
 MZ2327|                                                           dddmmss.s |
 MZ2327| DA3171 BZA 1                                              1810613.8 |
 MZ2327| MZ2326 BZA A                                11.135 METERS 21657     |
 MZ2327| DA3172 BZA 2                                              2413117.9 |
 MZ2327|---------------------------------------------------------------------|
 MZ2327
 MZ2327                          SUPERSEDED SURVEY CONTROL
 MZ2327
 MZ2327  NAD 83(1996)-  42 52 07.46561(N)    073 43 34.89733(W) AD(       ) 2
 MZ2327  NAD 83(1996)-  42 52 07.46600(N)    073 43 34.89734(W) AD(       ) 2
 MZ2327  NAD 83(1992)-  42 52 07.46640(N)    073 43 34.89703(W) AD(       ) 2
 MZ2327  NAD 83(1992)-  42 52 07.46666(N)    073 43 34.89708(W) AD(       ) 2
 MZ2327  NAD 83(1986)-  42 52 07.46718(N)    073 43 34.89601(W) AD(       ) 2
 MZ2327  NAD 27      -  42 52 07.19095(N)    073 43 36.47061(W) AD(       ) 2
 MZ2327  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 MZ2327
 MZ2327.Superseded values are not recommended for survey control.
 MZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2327.See file dsdata.txt to determine how the superseded data were derived.
 MZ2327
 MZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0403447025(NAD 83)
 MZ2327_MARKER: DD = SURVEY DISK
 MZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2327
 MZ2327  HISTORY     - Date     Condition        Report By
 MZ2327  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2327  HISTORY     - 20010716 MARK NOT FOUND   USPSQD
 MZ2327  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 MZ2327  HISTORY     - 20030818 MARK NOT FOUND   USPSQD
 MZ2327  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 MZ2327  HISTORY     - 20050818 MARK NOT FOUND   USPSQD
 MZ2327
 MZ2327                          STATION DESCRIPTION
 MZ2327
 MZ2327'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2327'THE STATION IS LOCATED 3.5 MILES SOUTHWEST OF MECHANICVILLE,
 MZ2327'2.5 MILES EAST OF CLIFTON PARK, AND 3.0 MILES NORTH OF HALFMOON
 MZ2327'IN THE TOWNSHIP OF HALFMOON.
 MZ2327'
 MZ2327'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS 146
 MZ2327'AND 236.
 MZ2327'
 MZ2327'TO REACH AZIMUTH MARK, BZA-1 (SACGS), FROM THE JUNCTION OF
 MZ2327'STATE HIGHWAYS 146 AND 236, GO SOUTH ON STATE HIGHWAY 236 FOR 0.95
 MZ2327'MILE TO MARK ON LEFT.
 MZ2327'
 MZ2327'TO REACH AZIMUTH MARK, BZA-2 (SACGS), FROM THE JUNCTION OF
 MZ2327'STATE HIGHWAYS 146 AND 236 GO SOUTHWEST ON STATE HIGHWAY 146 FOR
 MZ2327'0.40 MILE TO MARK ON LEFT.
 MZ2327'
 MZ2327'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2327'SURVEY STAMPED BZA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2327'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2327'THE GROUND.  IT IS LOCATED 178.0 FEET NORTHEAST OF POLE 157, 57.0
 MZ2327'FEET NORTH OF THE MOST NORTHERLY GUARD RAIL, BOTH ON THE WEST
 MZ2327'SIDE OF STATE HIGHWAY 236, 78.3 FEET SOUTHWEST OF POLE NYS E AND
 MZ2327'G 156-5 ON THE EAST SIDE OF STATE HIGHWAY 236, AND 26.0 FEET
 MZ2327'WEST OF THE CENTERLINE OF STATE HIGHWAY 236.  THE UNDERGROUND
 MZ2327'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 MZ2327'INCHES BELOW THE GROUND.
 MZ2327'
 MZ2327'AZIMUTH MARK, BZA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2327'COUNTY GEODETIC SURVEY STAMPED BZA-1.  IT IS SET IN THE TOP OF A
 MZ2327'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2327'GROUND.  IT IS LOCATED 102.7 FEET SOUTHEAST OF POLE E20-3 ON
 MZ2327'THE WEST SIDE OF STATE HIGHWAY 236, 3.6 FEET NORTHEAST OF POLE
 MZ2327'(UNMARKED), 5.0 FEET NORTHWEST OF A CONCRETE PROPERTY MONUMENT
 MZ2327'BOTH ON THE EAST SIDE OF STATE HIGHWAY 236, AND 37.0 FEET
 MZ2327'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 236.
 MZ2327'
 MZ2327'AZIMUTH MARK, BZA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2327'COUNTY GEODETIC SURVEY STAMPED BZA-2.  IT IS SET IN THE TOP OF
 MZ2327'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW
 MZ2327'THE GROUND.  IT IS LOCATED 159.4 FEET NORTHEAST OF A FENCE LINE
 MZ2327'INTERSECTION, 138.0 FEET EAST OF POLE 361, 56.0 FEET NORTHEAST OF
 MZ2327'THE SOUTHEAST CORNER OF A CONCRETE HEADWALL ALL ON THE SOUTH
 MZ2327'SIDE OF STATE HIGHWAY 146, AND 43.8 FEET SOUTHEAST OF THE
 MZ2327'CENTERLINE OF STATE HIGHWAY 236.
 MZ2327'
 MZ2327'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 MZ2327
 MZ2327                          STATION RECOVERY (2001)
 MZ2327
 MZ2327'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2327'SHOULDER WIDENED.  MAY BE UNDER NEW MACADAM.
 MZ2327
 MZ2327                          STATION RECOVERY (2002)
 MZ2327
 MZ2327'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2327'MARK NOT FOUND.
 MZ2327
 MZ2327                          STATION RECOVERY (2003)
 MZ2327
 MZ2327'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2327'MARK NOT FOUND.
 MZ2327
 MZ2327                          STATION RECOVERY (2004)
 MZ2327
 MZ2327'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2327'MARK NOT FOUND.
 MZ2327
 MZ2327                          STATION RECOVERY (2005)
 MZ2327
 MZ2327'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2330 ***********************************************************************
 MZ2330  DESIGNATION -  BZB
 MZ2330  PID         -  MZ2330
 MZ2330  STATE/COUNTY-  NY/SARATOGA
 MZ2330  USGS QUAD   -  TROY NORTH (1980)
 MZ2330
 MZ2330                         *CURRENT SURVEY CONTROL
 MZ2330  ___________________________________________________________________
 MZ2330* NAD 83(1996)-  42 51 51.61605(N)    073 44 54.94973(W)     ADJUSTED  
 MZ2330* NAVD 88     -        97.3    (meters)     319.     (feet)  VERTCON   
 MZ2330  ___________________________________________________________________
 MZ2330  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MZ2330  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ2330
 MZ2330  HORZ ORDER  -  SECOND
 MZ2330
 MZ2330.The horizontal coordinates were established by classical geodetic methods
 MZ2330.and adjusted by the National Geodetic Survey in January 1999..
 MZ2330
 MZ2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2330
 MZ2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2330
 MZ2330.The geoid height was determined by GEOID03.
 MZ2330
 MZ2330;                    North         East     Units Scale Factor Converg.
 MZ2330;SPC NY E     -   447,876.430   211,398.733   MT  0.99994636   +0 30 40.2
 MZ2330;SPC NY E     - 1,469,407.92    693,564.01   sFT  0.99994636   +0 30 40.2
 MZ2330;UTM  18      - 4,746,509.393   602,224.519   MT  0.99972856   +0 51 04.9
 MZ2330
 MZ2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2330!SPC NY E     -   0.99998964  x   0.99994636  =   0.99993600
 MZ2330!UTM  18      -   0.99998964  x   0.99972856  =   0.99971820
 MZ2330
 MZ2330:                Primary Azimuth Mark                     Grid Az
 MZ2330:SPC NY E     -  BZB 1                                    080 57 12.0
 MZ2330:UTM  18      -  BZB 1                                    080 36 47.3
 MZ2330
 MZ2330|---------------------------------------------------------------------|
 MZ2330| PID    Reference Object                     Distance      Geod. Az  |
 MZ2330|                                                           dddmmss.s |
 MZ2330| DA3173 BZB 1                                              0812752.2 |
 MZ2330| MZ2331 BZB A                                 9.472 METERS 11555     |
 MZ2330| DA3174 BZB 2                                              2624455.2 |
 MZ2330|---------------------------------------------------------------------|
 MZ2330
 MZ2330                          SUPERSEDED SURVEY CONTROL
 MZ2330
 MZ2330  NAD 83(1996)-  42 51 51.61875(N)    073 44 54.95078(W) AD(       ) 2
 MZ2330  NAD 83(1996)-  42 51 51.61912(N)    073 44 54.95079(W) AD(       ) 2
 MZ2330  NAD 83(1992)-  42 51 51.61952(N)    073 44 54.95048(W) AD(       ) 2
 MZ2330  NAD 83(1992)-  42 51 51.61978(N)    073 44 54.95052(W) AD(       ) 2
 MZ2330  NAD 83(1986)-  42 51 51.62015(N)    073 44 54.94938(W) AD(       ) 2
 MZ2330  NAD 27      -  42 51 51.34406(N)    073 44 56.52139(W) AD(       ) 2
 MZ2330  NGVD 29 (07/19/86)   97.5    (m)          320.     (f) VERT ANG       
 MZ2330
 MZ2330.Superseded values are not recommended for survey control.
 MZ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2330.See file dsdata.txt to determine how the superseded data were derived.
 MZ2330
 MZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0222546509(NAD 83)
 MZ2330_MARKER: DD = SURVEY DISK
 MZ2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2330
 MZ2330  HISTORY     - Date     Condition        Report By
 MZ2330  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2330  HISTORY     - 20010813 MARK NOT FOUND   USPSQD
 MZ2330  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2330  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2330  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2330
 MZ2330                          STATION DESCRIPTION
 MZ2330
 MZ2330'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2330'THE STATION IS LOCATED 1.0 MILE EAST OF CLIFTON PARK, 3.0 MILES
 MZ2330'NORTHWEST OF CRESCENT AND 4.5 MILES SOUTHWEST OF MECHANICVILLE IN
 MZ2330'THE TOWNSHIP OF HALFMOON.
 MZ2330'
 MZ2330'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND
 MZ2330'STATE HIGHWAY 146, GO EAST ON STATE HIGHWAY 146 FOR 0.60 MILE TO
 MZ2330'THE Y-INTERSECTION OF OLD STATE ROUTE 146 AND AZIMUTH MARK,
 MZ2330'BZB-2 (SACGS), ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY 146
 MZ2330'FOR 0.50 MILE TO STATION ON RIGHT.
 MZ2330'
 MZ2330'TO REACH AZIMUTH MARK, BZB-1 (SACGS), FROM THE STATION GO EAST ON
 MZ2330'STATE HIGHWAY 146 TO T-INTERSECTION OF WERNER ROAD AND MARK ON LEFT.
 MZ2330'
 MZ2330'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2330'SURVEY STAMPED BZB.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2330'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2330'GROUND.  IT IS LOCATED 91.1 FEET EAST OF THE EAST RANGE LINE OF A
 MZ2330'HOUSE, 137.6 FEET WEST OF THE WEST RANGE LINE OF A HOUSE, 60.0
 MZ2330'FEET SOUTH OF POLE NYS E AND G 209, 97.6 FEET SOUTHEAST OF
 MZ2330'CONCRETE SURVEY MONUMENT, ALL ON THE NORTH SIDE OF STATE
 MZ2330'HIGHWAY 146 AND 24.6 FEET SOUTH OF THE CENTERLINE OF STATE
 MZ2330'HIGHWAY 146.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 MZ2330'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2330'
 MZ2330'AZIMUTH MARK, BZB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2330'COUNTY GEODETIC SURVEY STAMPED BZB-1.  IT IS SET IN THE TOP OF A
 MZ2330'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2330'GROUND.  IT IS LOCATED IN THE TRIANGULAR GRASS ISLAND AT THE
 MZ2330'JUNCTION OF WERNER ROAD AND STATE HIGHWAY 146, 142.2 FEET EAST
 MZ2330'OF POLE NYS E AND G 17/189, 3.8 FEET WEST OF POLE L17, NYS E
 MZ2330'AND G E188/250W, BOTH ON THE NORTH SIDE OF STATE HIGHWAY 146
 MZ2330'AND 26.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 146.
 MZ2330'
 MZ2330'AZIMUTH MARK, BZB-2 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2330'GEODETIC SURVEY STAMPED BZB-2.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2330'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW THE
 MZ2330'GROUND.  IT IS LOCATED 93.2 FEET SOUTHEAST OF A CATCH BASIN, 92.4
 MZ2330'FEET SOUTHWEST OF POLE NYS E AND G 227-1/175W BOTH ON THE NORTH
 MZ2330'SIDE OF STATE HIGHWAY 146, 36.1 FEET EAST OF POLE NYS E AND G 6/9,
 MZ2330'NYT 1, ON THE SOUTH SIDE OF STATE HIGHWAY 146 AND 30.0 FEET
 MZ2330'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 146.
 MZ2330'
 MZ2330'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 MZ2330
 MZ2330                          STATION RECOVERY (2001)
 MZ2330
 MZ2330'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2330'MARK NOT FOUND.
 MZ2330
 MZ2330                          STATION RECOVERY (2002)
 MZ2330
 MZ2330'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2330'MARK NOT FOUND.
 MZ2330
 MZ2330                          STATION RECOVERY (2004)
 MZ2330
 MZ2330'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2330'MARK NOT FOUND.
 MZ2330
 MZ2330                          STATION RECOVERY (2005)
 MZ2330
 MZ2330'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2568 ***********************************************************************
 MZ2568  DESIGNATION -  BZC
 MZ2568  PID         -  MZ2568
 MZ2568  STATE/COUNTY-  NY/SARATOGA
 MZ2568  USGS QUAD   -  ROUND LAKE (1980)
 MZ2568
 MZ2568                         *CURRENT SURVEY CONTROL
 MZ2568  ___________________________________________________________________
 MZ2568* NAD 83(1996)-  42 52 50.46935(N)    073 44 59.29802(W)     ADJUSTED  
 MZ2568* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 MZ2568  ___________________________________________________________________
 MZ2568  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 MZ2568  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MZ2568
 MZ2568  HORZ ORDER  -  SECOND
 MZ2568
 MZ2568.The horizontal coordinates were established by classical geodetic methods
 MZ2568.and adjusted by the National Geodetic Survey in January 1999..
 MZ2568
 MZ2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2568
 MZ2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2568
 MZ2568.The geoid height was determined by GEOID03.
 MZ2568
 MZ2568;                    North         East     Units Scale Factor Converg.
 MZ2568;SPC NY E     -   449,691.499   211,283.858   MT  0.99994619   +0 30 37.8
 MZ2568;SPC NY E     - 1,475,362.86    693,187.12   sFT  0.99994619   +0 30 37.8
 MZ2568;UTM  18      - 4,748,323.353   602,098.895   MT  0.99972824   +0 51 02.9
 MZ2568
 MZ2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2568!SPC NY E     -   0.99998544  x   0.99994619  =   0.99993163
 MZ2568!UTM  18      -   0.99998544  x   0.99972824  =   0.99971369
 MZ2568
 MZ2568:                Primary Azimuth Mark                     Grid Az
 MZ2568:SPC NY E     -  BZC 1                                    016 40 50.0
 MZ2568:UTM  18      -  BZC 1                                    016 20 24.9
 MZ2568
 MZ2568|---------------------------------------------------------------------|
 MZ2568| PID    Reference Object                     Distance      Geod. Az  |
 MZ2568|                                                           dddmmss.s |
 MZ2568| DA3175 BZC 1                                              0171127.8 |
 MZ2568| DA3176 BZC 2                                              2470035.5 |
 MZ2568| MZ2566 BZC A                                14.470 METERS 27751     |
 MZ2568|---------------------------------------------------------------------|
 MZ2568
 MZ2568                          SUPERSEDED SURVEY CONTROL
 MZ2568
 MZ2568  NAD 83(1996)-  42 52 50.47204(N)    073 44 59.29900(W) AD(       ) 2
 MZ2568  NAD 83(1996)-  42 52 50.47241(N)    073 44 59.29904(W) AD(       ) 2
 MZ2568  NAD 83(1992)-  42 52 50.47282(N)    073 44 59.29872(W) AD(       ) 2
 MZ2568  NAD 83(1992)-  42 52 50.47307(N)    073 44 59.29878(W) AD(       ) 2
 MZ2568  NAD 83(1986)-  42 52 50.47349(N)    073 44 59.29784(W) AD(       ) 2
 MZ2568  NAD 27      -  42 52 50.19783(N)    073 45 00.86935(W) AD(       ) 2
 MZ2568  NGVD 29 (07/19/86)  124.2    (m)          407.     (f) VERT ANG       
 MZ2568
 MZ2568.Superseded values are not recommended for survey control.
 MZ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2568.See file dsdata.txt to determine how the superseded data were derived.
 MZ2568
 MZ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0209948323(NAD 83)
 MZ2568_MARKER: DD = SURVEY DISK
 MZ2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2568
 MZ2568  HISTORY     - Date     Condition        Report By
 MZ2568  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2568  HISTORY     - 20010716 MARK NOT FOUND   USPSQD
 MZ2568  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 MZ2568  HISTORY     - 20030818 MARK NOT FOUND   USPSQD
 MZ2568  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2568  HISTORY     - 20050818 MARK NOT FOUND   USPSQD
 MZ2568
 MZ2568                          STATION DESCRIPTION
 MZ2568
 MZ2568'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2568'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF CLIFTON PARK, 4.0
 MZ2568'MILES SOUTHWEST OF MECHANICVILLE, AND 4.0 MILES NORTHWEST OF
 MZ2568'CRESCENT IN THE TOWNSHIP OF HALFMOON.
 MZ2568'
 MZ2568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146
 MZ2568'AND 236 GO WEST ON STATE HIGHWAY 146 FOR 0.65 MILE TO THE
 MZ2568'JUNCTION OF WERNER ROAD ON RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 MZ2568'WERNER ROAD (CEMETERY ROAD) FOR 1.25 MILES TO THE JUNCTION OF
 MZ2568'ANTHONY ROAD AND VOSBURGH ROAD AND AZIMUTH MARK, BZC-2 (SACGS),
 MZ2568'LOCATED IN THE GRASS ISLAND.  CONTINUE EAST ON VOSBURGH ROAD FOR
 MZ2568'0.10 MILE TO JUNCTION OF SMITH ROAD AND STATION, IN GRASS
 MZ2568'ISLAND, ON LEFT.
 MZ2568'
 MZ2568'TO REACH AZIMUTH MARK, BZC-1 (SACGS), FROM THE STATION GO NORTHEAST
 MZ2568'ON SMITH ROAD FOR 0.20 MILE TO MARK ON LEFT.
 MZ2568'
 MZ2568'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC SURVEY
 MZ2568'STAMPED BZC.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2568'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2568'GROUND.  IT IS LOCATED 56.0 FEET SOUTH OF POLE NYS E AND G
 MZ2568'1A-1 ON THE WEST SIDE OF SMITH ROAD, 74.5 FEET SOUTHWEST OF A
 MZ2568'12-INCH ASH TREE ON THE EAST SIDE OF SMITH ROAD, 111.6 FEET
 MZ2568'NORTHEAST OF POLE NYS E AND G 190 ON THE SOUTH SIDE OF
 MZ2568'VOSBURGH ROAD, AND 17.4 FEET NORTH OF THE CENTERLINE OF
 MZ2568'VOSBURGH ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 MZ2568'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2568'
 MZ2568'AZIMUTH MARK, BZC-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2568'GEODETIC SURVEY STAMPED BZC-1.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2568'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.50 FOOT BELOW THE
 MZ2568'GROUND.  IT IS LOCATED 91.8 FEET NORTHWEST OF POLE WITH METER
 MZ2568'(UNMARKED), 101.0 FEET NORTHWEST OF POLE L342, A1-4, BOTH
 MZ2568'ON THE SOUTHEAST SIDE OF SMITH ROAD, 141.4 FEET NORTHEAST OF THE
 MZ2568'NORTHERN LEG OF A TRANSMISSION TOWER, ON THE WEST SIDE OF SMITH
 MZ2568'ROAD AND 12.3 FEET NORTHWEST OF THE CENTERLINE OF SMITH ROAD.
 MZ2568'
 MZ2568'AZIMUTH MARK, BZC-2 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2568'GEODETIC SURVEY STAMPED BZC-2.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2568'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2568'GROUND.  IT IS LOCATED 47.7 FEET SOUTH OF POLE (UNMARKED) ON THE
 MZ2568'NORTH SIDE OF ANTHONY ROAD, 23.0 FEET SOUTH OF THE CENTERLINE OF
 MZ2568'ANTHONY ROAD, 31.0 FEET NORTHEAST OF THE CENTERLINE OF THE WEST
 MZ2568'BRANCH OF CEMETERY ROAD, AND 27.0 FEET NORTHWEST OF THE
 MZ2568'CENTERLINE OF THE EAST BRANCH OF CEMETERY ROAD.
 MZ2568'
 MZ2568'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 MZ2568
 MZ2568                          STATION RECOVERY (2001)
 MZ2568
 MZ2568'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2568'JCT WIDENED.  MAY BE UNDER NEW MACADAM.
 MZ2568
 MZ2568                          STATION RECOVERY (2002)
 MZ2568
 MZ2568'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2568'MARK NOT FOUND.
 MZ2568
 MZ2568                          STATION RECOVERY (2003)
 MZ2568
 MZ2568'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2568'MARK NOT FOUND.
 MZ2568
 MZ2568                          STATION RECOVERY (2004)
 MZ2568
 MZ2568'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2568'MARK NOT FOUND.
 MZ2568
 MZ2568                          STATION RECOVERY (2005)
 MZ2568
 MZ2568'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0324 ***********************************************************************
 PH0324  DESIGNATION -  C
 PH0324  PID         -  PH0324
 PH0324  STATE/COUNTY-  NY/ST LAWRENCE
 PH0324  USGS QUAD   -  
 PH0324
 PH0324                         *CURRENT SURVEY CONTROL
 PH0324  ___________________________________________________________________
 PH0324* NAD 83(1986)-  44 10 58.     (N)    074 35 53.     (W)     SCALED    
 PH0324* NAVD 88     -       511.483  (meters)    1678.09   (feet)  ADJUSTED  
 PH0324  ___________________________________________________________________
 PH0324  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH0324  DYNAMIC HT  -         511.384 (meters)    1677.77  (feet)  COMP
 PH0324  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 PH0324
 PH0324  VERT ORDER  -  FIRST     CLASS II
 PH0324
 PH0324.The horizontal coordinates were scaled from a topographic map and have
 PH0324.an estimated accuracy of +/- 6 seconds.
 PH0324
 PH0324.The orthometric height was determined by differential leveling
 PH0324.and adjusted by the National Geodetic Survey in June 1991..
 PH0324
 PH0324.The geoid height was determined by GEOID03.
 PH0324
 PH0324.The dynamic height is computed by dividing the NAVD 88
 PH0324.geopotential number by the normal gravity value computed on the
 PH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0324.degrees latitude (g = 980.6199 gals.).
 PH0324
 PH0324.The modeled gravity was interpolated from observed gravity values.
 PH0324
 PH0324;                    North         East    Units  Estimated Accuracy
 PH0324;SPC NY E     -   594,080.      142,160.      MT  (+/- 180 meters Scaled)
 PH0324
 PH0324                          SUPERSEDED SURVEY CONTROL
 PH0324
 PH0324  NGVD 29 (??/??/92)  511.534  (m)         1678.26   (f) ADJ UNCH    1 2
 PH0324
 PH0324.Superseded values are not recommended for survey control.
 PH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0324.See file dsdata.txt to determine how the superseded data were derived.
 PH0324
 PH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP321922(NAD 83)
 PH0324_MARKER: Q = CHISELED SQUARE
 PH0324_SETTING: 66 = SET IN ROCK OUTCROP
 PH0324_SP_SET: BROAD ROCK
 PH0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0324+STABILITY: POSITION/ELEVATION WELL
 PH0324
 PH0324  HISTORY     - Date     Condition        Report By
 PH0324  HISTORY     - UNK      MONUMENTED       USGS
 PH0324  HISTORY     - 1931     GOOD             NGS
 PH0324  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0324
 PH0324                          STATION DESCRIPTION
 PH0324
 PH0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0324'IN MT. ARAB STATION.
 PH0324'IN SMALL ROCK CUT, 13 RAILS NORTH OF MT ARAB STATION AND MILEPOST
 PH0324'H-104.  ON TOP OF BROAD ROCK ON EAST SIDE OF TRACK AND ABOUT 3 FEET
 PH0324'ABOVE LEVEL OF TRACK.
 PH0324
 PH0324                          STATION RECOVERY (1975)
 PH0324
 PH0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0769 ***********************************************************************
 PH0769  DESIGNATION -  C
 PH0769  PID         -  PH0769
 PH0769  STATE/COUNTY-  NY/ST LAWRENCE
 PH0769  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0769
 PH0769                         *CURRENT SURVEY CONTROL
 PH0769  ___________________________________________________________________
 PH0769* NAD 83(1986)-  44 41 45.     (N)    075 29 29.     (W)     SCALED    
 PH0769* NAVD 88     -        88.275  (meters)     289.62   (feet)  ADJUSTED  
 PH0769  ___________________________________________________________________
 PH0769  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 PH0769  DYNAMIC HT  -          88.269 (meters)     289.60  (feet)  COMP
 PH0769  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 PH0769
 PH0769  VERT ORDER  -  FIRST     CLASS 0
 PH0769
 PH0769.The horizontal coordinates were scaled from a topographic map and have
 PH0769.an estimated accuracy of +/- 6 seconds.
 PH0769
 PH0769.The orthometric height was determined by differential leveling
 PH0769.and adjusted by the National Geodetic Survey in June 1991..
 PH0769.WARNING-Repeat measurements at this control monument indicate possible
 PH0769.vertical movement.
 PH0769
 PH0769.The geoid height was determined by GEOID03.
 PH0769
 PH0769.The dynamic height is computed by dividing the NAVD 88
 PH0769.geopotential number by the normal gravity value computed on the
 PH0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0769.degrees latitude (g = 980.6199 gals.).
 PH0769
 PH0769.The modeled gravity was interpolated from observed gravity values.
 PH0769
 PH0769;                    North         East    Units  Estimated Accuracy
 PH0769;SPC NY E     -   651,550.       71,430.      MT  (+/- 180 meters Scaled)
 PH0769
 PH0769                          SUPERSEDED SURVEY CONTROL
 PH0769
 PH0769  NGVD 29 (??/??/92)   88.40   (m)          290.0    (f) COMPUTED    1 0
 PH0769
 PH0769.Superseded values are not recommended for survey control.
 PH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0769.See file dsdata.txt to determine how the superseded data were derived.
 PH0769
 PH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ610492(NAD 83)
 PH0769_MARKER: B = BOLT
 PH0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0769_SP_SET: STONE
 PH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0769+STABILITY: SURFACE MOTION
 PH0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH0769+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PH0769
 PH0769  HISTORY     - Date     Condition        Report By
 PH0769  HISTORY     - UNK      MONUMENTED       USLS
 PH0769  HISTORY     - 1969     GOOD             USLS
 PH0769  HISTORY     - 20050810 GOOD             NGS
 PH0769
 PH0769                          STATION DESCRIPTION
 PH0769
 PH0769'DESCRIBED BY US LAKE SURVEY 1969
 PH0769'IN OGDENSBURG.
 PH0769'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ON THE SOUTHWEST SIDE
 PH0769'OF STATE STREET, ON NORTHWEST FACE OF THE POST OFFICE BUILDING, 0.6
 PH0769'FEET FROM THE NORTH CORNER, 4 FEET ABOVE THE SIDEWALK, BEING CENTER
 PH0769'PUNCH MARK IN END OF 1/4-INCH BRASS BOLT SET INTO THE CORNER COPING
 PH0769'STONE, WITH THE LETTERS US C CUT IN STONE AROUND THE MARK.
 PH0769
 PH0769                          STATION RECOVERY (2005)
 PH0769
 PH0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH0769'AT WEST CORNER OF KNOX ST. AND STATE ST.  POST OFFICE BUILT IN 1870.
 PH0769'SETTING CODE IS WRONG.  ITS SHOULD BE 36 = SET INTO A MASSIVE
 PH0769'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0113 ***********************************************************************
 PJ0113  DESIGNATION -  C
 PJ0113  PID         -  PJ0113
 PJ0113  STATE/COUNTY-  NY/JEFFERSON
 PJ0113  USGS QUAD   -  CLAYTON (1980)
 PJ0113
 PJ0113                         *CURRENT SURVEY CONTROL
 PJ0113  ___________________________________________________________________
 PJ0113* NAD 83(1986)-  44 14 30.     (N)    076 05 09.     (W)     SCALED    
 PJ0113* NAVD 88     -        79.332  (meters)     260.28   (feet)  ADJUSTED  
 PJ0113  ___________________________________________________________________
 PJ0113  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0113  DYNAMIC HT  -          79.322 (meters)     260.24  (feet)  COMP
 PJ0113  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 PJ0113
 PJ0113  VERT ORDER  -  FIRST     CLASS 0
 PJ0113
 PJ0113.The horizontal coordinates were scaled from a topographic map and have
 PJ0113.an estimated accuracy of +/- 6 seconds.
 PJ0113
 PJ0113.The orthometric height was determined by differential leveling
 PJ0113.and adjusted by the National Geodetic Survey in June 1991..
 PJ0113
 PJ0113.The geoid height was determined by GEOID03.
 PJ0113
 PJ0113.The dynamic height is computed by dividing the NAVD 88
 PJ0113.geopotential number by the normal gravity value computed on the
 PJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0113.degrees latitude (g = 980.6199 gals.).
 PJ0113
 PJ0113.The modeled gravity was interpolated from observed gravity values.
 PJ0113
 PJ0113;                    North         East    Units  Estimated Accuracy
 PJ0113;SPC NY C     -   471,240.      289,740.      MT  (+/- 180 meters Scaled)
 PJ0113
 PJ0113                          SUPERSEDED SURVEY CONTROL
 PJ0113
 PJ0113  NGVD 29 (??/??/92)   79.480  (m)          260.76   (f) ADJ UNCH    1 0
 PJ0113
 PJ0113.Superseded values are not recommended for survey control.
 PJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0113.See file dsdata.txt to determine how the superseded data were derived.
 PJ0113
 PJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP132992(NAD 83)
 PJ0113_MARKER: B = BOLT
 PJ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0113_SP_SET: STONE
 PJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0113+STABILITY: SURFACE MOTION
 PJ0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0113+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 PJ0113
 PJ0113  HISTORY     - Date     Condition        Report By
 PJ0113  HISTORY     - UNK      MONUMENTED       CGS
 PJ0113  HISTORY     - 1899     GOOD             NGS
 PJ0113  HISTORY     - 19940828 POOR             USPSQD
 PJ0113  HISTORY     - 20050601 GOOD             USPSQD
 PJ0113
 PJ0113                          STATION DESCRIPTION
 PJ0113
 PJ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1899
 PJ0113'AT CLAYTON.
 PJ0113'C BM IS AT CLAYTON, JEFFERSON COUNTY, NEW YORK, AT THE SOUTHWESTERLY
 PJ0113'CORNER OF HUGUNIN AND MERRICK STREETS, ON UPRIVER FACE OF THE STONE
 PJ0113'DWELLING AT 403 HUGUNIN STREET, 3.6 FEET FROM THE CORNER NEARER
 PJ0113'HUGUNIN STREET, 2 FEET ABOVE THE GROUND, BEING CENTER PUNCHMARK IN
 PJ0113'END OF A 1/4-INCH BRASS BOLT SET INTO THE STONE, WITH LETTERS US C
 PJ0113'CUT AROUND THE MARK.
 PJ0113
 PJ0113                          STATION RECOVERY (1994)
 PJ0113
 PJ0113'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0113'MARK RECOVERED IN POOR CONDITION.
 PJ0113
 PJ0113                          STATION RECOVERY (2005)
 PJ0113
 PJ0113'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0113'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1428 ***********************************************************************
 PH1428  DESIGNATION -  C
 PH1428  PID         -  PH1428
 PH1428  STATE/COUNTY-  NY/ST LAWRENCE
 PH1428  USGS QUAD   -  MORRISTOWN (1982)
 PH1428
 PH1428                         *CURRENT SURVEY CONTROL
 PH1428  ___________________________________________________________________
 PH1428* NAD 83(1986)-  44 35 09.     (N)    075 39 05.     (W)     SCALED    
 PH1428* NAVD 88     -        78.558  (meters)     257.74   (feet)  ADJUSTED  
 PH1428  ___________________________________________________________________
 PH1428  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 PH1428  DYNAMIC HT  -          78.551 (meters)     257.71  (feet)  COMP
 PH1428  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 PH1428
 PH1428  VERT ORDER  -  FIRST     CLASS 0
 PH1428
 PH1428.The horizontal coordinates were scaled from a topographic map and have
 PH1428.an estimated accuracy of +/- 6 seconds.
 PH1428
 PH1428.The orthometric height was determined by differential leveling
 PH1428.and adjusted by the National Geodetic Survey in June 1991..
 PH1428
 PH1428.The geoid height was determined by GEOID03.
 PH1428
 PH1428.The dynamic height is computed by dividing the NAVD 88
 PH1428.geopotential number by the normal gravity value computed on the
 PH1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1428.degrees latitude (g = 980.6199 gals.).
 PH1428
 PH1428.The modeled gravity was interpolated from observed gravity values.
 PH1428
 PH1428;                    North         East    Units  Estimated Accuracy
 PH1428;SPC NY E     -   639,500.       58,570.      MT  (+/- 180 meters Scaled)
 PH1428
 PH1428                          SUPERSEDED SURVEY CONTROL
 PH1428
 PH1428  NGVD 29 (??/??/92)   78.676  (m)          258.12   (f) ADJ UNCH    1 0
 PH1428
 PH1428.Superseded values are not recommended for survey control.
 PH1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1428.See file dsdata.txt to determine how the superseded data were derived.
 PH1428
 PH1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ482371(NAD 83)
 PH1428_MARKER: B = BOLT
 PH1428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1428_SP_SET: STONE DWELLING
 PH1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1428
 PH1428  HISTORY     - Date     Condition        Report By
 PH1428  HISTORY     - UNK      MONUMENTED       USLS
 PH1428  HISTORY     - 1969     GOOD             USLS
 PH1428
 PH1428                          STATION DESCRIPTION
 PH1428
 PH1428'DESCRIBED BY US LAKE SURVEY 1969
 PH1428'IN MORRISTOWN.
 PH1428'IS AT MORRISTOWN, ST. LAWRENCE COUNTY, NEW YORK, ON THE UPRIVER SIDE
 PH1428'OF MORRISTOWN BAY, ON THE RIVER SIDE OF RIVER ROAD, 350 FEET TOWARD
 PH1428'RIVER FROM CENTERLINE OF THE ROAD, IN DOWNRIVER FACE OF THE SOUTH WING
 PH1428'OF A VERY OLD LARGE STONE DWELLING, 3.3 FEET FROM THE SOUTHEAST
 PH1428'CORNER, 1-1/2 FEET ABOVE THE GROUND, BEING CENTERPUNCH MARK IN END OF
 PH1428'1/4-INCH BRASS BOLT SET INTO THE STONE, WITH LETTERS USC CUT AROUND
 PH1428'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3015 ***********************************************************************
 KU3015  DESIGNATION -  C
 KU3015  PID         -  KU3015
 KU3015  STATE/COUNTY-  NY/NASSAU
 KU3015  USGS QUAD   -  SEA CLIFF (1979)
 KU3015
 KU3015                         *CURRENT SURVEY CONTROL
 KU3015  ___________________________________________________________________
 KU3015* NAD 83(1996)-  40 49 55.80169(N)    073 42 11.18547(W)     ADJUSTED  
 KU3015* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3015  ___________________________________________________________________
 KU3015  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KU3015  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU3015
 KU3015  HORZ ORDER  -  THIRD
 KU3015
 KU3015.The horizontal coordinates were established by classical geodetic methods
 KU3015.and adjusted by the National Geodetic Survey in January 1999..
 KU3015
 KU3015.The orthometric height was scaled from a topographic map.
 KU3015
 KU3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3015
 KU3015.The geoid height was determined by GEOID03.
 KU3015
 KU3015;                    North         East     Units Scale Factor Converg.
 KU3015;SPC NY L     -    73,943.847   325,042.221   MT  0.99999495   +0 11 39.1
 KU3015;SPC NY L     -   242,597.44  1,066,409.35   sFT  0.99999495   +0 11 39.1
 KU3015;UTM  18      - 4,520,935.536   609,348.253   MT  0.99974717   +0 50 53.0
 KU3015
 KU3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3015!SPC NY L     -   1.00000431  x   0.99999495  =   0.99999926
 KU3015!UTM  18      -   1.00000431  x   0.99974717  =   0.99975148
 KU3015
 KU3015|---------------------------------------------------------------------|
 KU3015| PID    Reference Object                     Distance      Geod. Az  |
 KU3015|                                                           dddmmss.s |
 KU3015| CB6656 C RM 1                              103.420 METERS 10038     |
 KU3015| KU2989 OSCAR                               APPROX. 2.5 KM 2580020.3 |
 KU3015|---------------------------------------------------------------------|
 KU3015
 KU3015                          SUPERSEDED SURVEY CONTROL
 KU3015
 KU3015  NAD 83(1996)-  40 49 55.80368(N)    073 42 11.18584(W) AD(       ) 3
 KU3015  NAD 83(1992)-  40 49 55.80045(N)    073 42 11.19327(W) AD(       ) 3
 KU3015  NAD 83(1986)-  40 49 55.80342(N)    073 42 11.19274(W) AD(       ) 3
 KU3015  NAD 27      -  40 49 55.44000(N)    073 42 12.71700(W) AD(       ) 3
 KU3015
 KU3015.Superseded values are not recommended for survey control.
 KU3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3015.See file dsdata.txt to determine how the superseded data were derived.
 KU3015
 KU3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0934820936(NAD 83)
 KU3015_MARKER: H = DRILL HOLE
 KU3015_SETTING: 0 = UNSPECIFIED SETTING
 KU3015
 KU3015  HISTORY     - Date     Condition        Report By
 KU3015  HISTORY     - 1912     MONUMENTED       USE
 KU3015  HISTORY     - 1934     GOOD             CGS
 KU3015
 KU3015                          STATION DESCRIPTION
 KU3015
 KU3015'DESCRIBED BY US ENGINEERS 1912
 KU3015'THE STATION IS A DRILL HOLE BORED IN THE NW CORNER OF THE TOWN
 KU3015'DOCK AT PORT WASHINGTON.  THE DRILL HOLE IS MARKED BY A TRIANGLE
 KU3015'CUT AROUND IT.  IT IS 1.8 FEET FROM THE MOST WESTERLY SIDE OF THE
 KU3015'DOCK.  2.27 FEET FROM THE MOST NORTHERLY SIDE.  4.67 FEET FROM THE
 KU3015'NORTHWESTERN CORNER OF MOORING POST AND 17.40 FEET FROM THE END
 KU3015'OF THE NORTHWESTERN CORNER OF CAP-LOG, AT THE RAMP.
 KU3015
 KU3015                          STATION RECOVERY (1934)
 KU3015
 KU3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU3015'STATION IS A DRILL HOLE BORED IN THE NW CORNER OF THE TOWN DOCK
 KU3015'AT PORT WASHINGTON.  THE DRILL HOLE IS MARKED BY A TRIANGLE CUT
 KU3015'AROUND IT.
 KU3015'
 KU3015'REFERENCE MARK, A STANDARD BRONZE DISK SET IN CONCRETE, AS
 KU3015'DESCRIBED IN NOTE 11C, WAS ESTABLISHED JUST N OF THE INSHORE END
 KU3015'OF THE DOCK IN THE CONCRETE RIM OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0714 ***********************************************************************
 OD0714  DESIGNATION -  C 1
 OD0714  PID         -  OD0714
 OD0714  STATE/COUNTY-  NY/SARATOGA
 OD0714  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD0714
 OD0714                         *CURRENT SURVEY CONTROL
 OD0714  ___________________________________________________________________
 OD0714* NAD 83(1986)-  43 06 16.     (N)    073 52 07.     (W)     SCALED    
 OD0714* NAVD 88     -       181.887  (meters)     596.74   (feet)  ADJUSTED  
 OD0714  ___________________________________________________________________
 OD0714  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 OD0714  DYNAMIC HT  -         181.841 (meters)     596.59  (feet)  COMP
 OD0714  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 OD0714
 OD0714  VERT ORDER  -  FIRST     CLASS II
 OD0714
 OD0714.The horizontal coordinates were scaled from a topographic map and have
 OD0714.an estimated accuracy of +/- 6 seconds.
 OD0714
 OD0714.The orthometric height was determined by differential leveling
 OD0714.and adjusted by the National Geodetic Survey in June 1991..
 OD0714
 OD0714.The geoid height was determined by GEOID03.
 OD0714
 OD0714.The dynamic height is computed by dividing the NAVD 88
 OD0714.geopotential number by the normal gravity value computed on the
 OD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0714.degrees latitude (g = 980.6199 gals.).
 OD0714
 OD0714.The modeled gravity was interpolated from observed gravity values.
 OD0714
 OD0714;                    North         East    Units  Estimated Accuracy
 OD0714;SPC NY E     -   474,470.      201,390.      MT  (+/- 180 meters Scaled)
 OD0714
 OD0714                          SUPERSEDED SURVEY CONTROL
 OD0714
 OD0714  NGVD 29 (??/??/92)  182.040  (m)          597.24   (f) ADJ UNCH    1 2
 OD0714
 OD0714.Superseded values are not recommended for survey control.
 OD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0714.See file dsdata.txt to determine how the superseded data were derived.
 OD0714
 OD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN920730(NAD 83)
 OD0714_MARKER: DD = SURVEY DISK
 OD0714_SETTING: 80 = SET IN A BOULDER
 OD0714_SP_SET: BOULDER
 OD0714_STAMPING: C 1 1934 598
 OD0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0714+STABILITY: SURFACE MOTION
 OD0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0714+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 OD0714
 OD0714  HISTORY     - Date     Condition        Report By
 OD0714  HISTORY     - 1934     MONUMENTED       USGS
 OD0714  HISTORY     - 1955     GOOD             NGS
 OD0714  HISTORY     - 20030804 GOOD             USPSQD
 OD0714  HISTORY     - 20040805 GOOD             USPSQD
 OD0714  HISTORY     - 20050805 GOOD             USPSQD
 OD0714  HISTORY     - 20060828 GOOD             USPSQD
 OD0714
 OD0714                          STATION DESCRIPTION
 OD0714
 OD0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0714'3.45 MI S FROM KINGS.
 OD0714'ABOUT 3.45 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0714'OVERPASS OVER STATE HIGHWAY 9N AT KINGS, ABOUT 12 RAILS SOUTHEAST OF
 OD0714'MILE POST NC 51 - A 44, ABOUT 0.25 MILE WEST OF CROSSING OF A
 OD0714'NORTH-SOUTH BLACK TOP ROAD, ABOUT 0.2 MILE SOUTH-SOUTHEAST OF AN
 OD0714'EAST-WEST GRAVEL ROAD CROSSING, ON THE OUTSIDE AND NEAR THE EAST END
 OD0714'OF A LONG CURVE IN TRACK WITH TANGENTS EXTENDING EAST AND NORTH, IN
 OD0714'THE TOP OF A LARGE BOULDER ABOUT 15 BY 12 FEET BY 4 1/2 FEET HIGH, 21
 OD0714'FEET SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 22 1/2 FEET
 OD0714'SOUTHEAST OF A WHISTLE POST, AND ABOUT 3 FEET ABOVE LEVEL OF TRACK.
 OD0714
 OD0714                          STATION RECOVERY (2003)
 OD0714
 OD0714'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0714'RECOVERED IN GOOD CONDITION.
 OD0714
 OD0714                          STATION RECOVERY (2004)
 OD0714
 OD0714'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD0714'RECOVERED IN GOOD CONDITION.
 OD0714
 OD0714                          STATION RECOVERY (2005)
 OD0714
 OD0714'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD0714'RECOVERED IN GOOD CONDITION.
 OD0714
 OD0714                          STATION RECOVERY (2006)
 OD0714
 OD0714'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1196 ***********************************************************************
 LX1196  DESIGNATION -  C 1
 LX1196  PID         -  LX1196
 LX1196  STATE/COUNTY-  NY/WESTCHESTER
 LX1196  USGS QUAD   -  WHITE PLAINS (1967)
 LX1196
 LX1196                         *CURRENT SURVEY CONTROL
 LX1196  ___________________________________________________________________
 LX1196* NAD 83(1986)-  41 00 36.     (N)    073 47 46.     (W)     SCALED    
 LX1196* NAVD 88     -        50.340  (meters)     165.16   (feet)  POSTED    
 LX1196  ___________________________________________________________________
 LX1196  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX1196  DYNAMIC HT  -          50.320 (meters)     165.09  (feet)  COMP
 LX1196  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 LX1196
 LX1196  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1196
 LX1196.The horizontal coordinates were scaled from a topographic map and have
 LX1196.an estimated accuracy of +/- 6 seconds.
 LX1196
 LX1196.The orthometric height was determined by differential leveling
 LX1196.and adjusted by the National Geodetic Survey in 1992..
 LX1196.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1196.rate of 1.1 thru 2.0 mm/km.
 LX1196
 LX1196.The geoid height was determined by GEOID03.
 LX1196
 LX1196.The dynamic height is computed by dividing the NAVD 88
 LX1196.geopotential number by the normal gravity value computed on the
 LX1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1196.degrees latitude (g = 980.6199 gals.).
 LX1196
 LX1196.The modeled gravity was interpolated from observed gravity values.
 LX1196
 LX1196;                    North         East    Units  Estimated Accuracy
 LX1196;SPC NY E     -   241,900.      209,210.      MT  (+/- 180 meters Scaled)
 LX1196
 LX1196                          SUPERSEDED SURVEY CONTROL
 LX1196
 LX1196  NGVD 29 (??/??/92)   50.64   (m)          166.1    (f) COMPUTED    2 0
 LX1196
 LX1196.Superseded values are not recommended for survey control.
 LX1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1196.See file dsdata.txt to determine how the superseded data were derived.
 LX1196
 LX1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL012405(NAD 83)
 LX1196_MARKER: B = BOLT
 LX1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1196_SP_SET: OVERPASS WING WALL
 LX1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1196
 LX1196  HISTORY     - Date     Condition        Report By
 LX1196  HISTORY     - UNK      MONUMENTED       NYCRR
 LX1196  HISTORY     - 1935     GOOD             NGS
 LX1196
 LX1196                          STATION DESCRIPTION
 LX1196
 LX1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1196'AT HARTSDALE.
 LX1196'AT HARTSDALE, WESTCHESTER COUNTY, ABOUT 290 FEET SOUTH OF THE
 LX1196'NEW YORK CENTRAL RAILROAD STATION, AT FENNIMORE ROAD OVERPASS
 LX1196'H 55 A, IN THE TOP OF THE BASE OF THE SOUTHEAST WING WALL, 12 FEET
 LX1196'EAST OF THE CENTER LINE OF THE EAST TRACK, AND ABOUT 2 FEET
 LX1196'HIGHER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5314 ***********************************************************************
 LX5314  DESIGNATION -  C 1
 LX5314  PID         -  LX5314
 LX5314  STATE/COUNTY-  NY/SUFFOLK
 LX5314  USGS QUAD   -  NEW LONDON (1984)
 LX5314
 LX5314                         *CURRENT SURVEY CONTROL
 LX5314  ___________________________________________________________________
 LX5314* NAD 83(1996)-  41 15 22.37232(N)    072 00 33.19865(W)     ADJUSTED  
 LX5314* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LX5314  ___________________________________________________________________
 LX5314  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX5314  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5314
 LX5314  HORZ ORDER  -  THIRD
 LX5314
 LX5314.The horizontal coordinates were established by classical geodetic methods
 LX5314.and adjusted by the National Geodetic Survey in January 1999..
 LX5314
 LX5314.The orthometric height was scaled from a topographic map.
 LX5314
 LX5314.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5314
 LX5314.The geoid height was determined by GEOID03.
 LX5314
 LX5314;                    North         East     Units Scale Factor Converg.
 LX5314;SPC NY L     -   122,889.878   466,833.173   MT  1.00001998   +1 18 07.7
 LX5314;SPC NY L     -   403,181.21  1,531,601.84   sFT  1.00001998   +1 18 07.7
 LX5314;SPC CT       -   199,630.402   366,883.059   MT  0.99999480   +0 29 28.2
 LX5314;SPC CT       -   654,954.08  1,203,682.17   sFT  0.99999480   +0 29 28.2
 LX5314;UTM  18      - 4,571,514.484   750,567.507   MT  1.00037276   +1 58 23.6
 LX5314;UTM  19      - 4,571,567.892   247,887.093   MT  1.00038232   -1 59 07.5
 LX5314
 LX5314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5314!SPC NY L     -   0.99999986  x   1.00001998  =   1.00001984
 LX5314!SPC CT       -   0.99999986  x   0.99999480  =   0.99999466
 LX5314!UTM  18      -   0.99999986  x   1.00037276  =   1.00037262
 LX5314!UTM  19      -   0.99999986  x   1.00038232  =   1.00038218
 LX5314
 LX5314                          SUPERSEDED SURVEY CONTROL
 LX5314
 LX5314  NAD 83(1996)-  41 15 22.37234(N)    072 00 33.19870(W) AD(       ) 4
 LX5314  NAD 83(1992)-  41 15 22.37098(N)    072 00 33.19794(W) AD(       ) 4
 LX5314  NAD 83(1986)-  41 15 22.37226(N)    072 00 33.20356(W) AD(       ) 4
 LX5314  NAD 27      -  41 15 22.01500(N)    072 00 34.93900(W) AD(       ) 3
 LX5314
 LX5314.Superseded values are not recommended for survey control.
 LX5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5314.See file dsdata.txt to determine how the superseded data were derived.
 LX5314
 LX5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5056871514(NAD 83)
 LX5314
 LX5314  HISTORY     - Date     Condition        Report By
 LX5314  HISTORY     - 1940     MONUMENTED       CGS
 LX5314  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5314  HISTORY     - 20001231 MARK NOT FOUND   NGS
 LX5314
 LX5314                          STATION DESCRIPTION
 LX5314
 LX5314'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5314'STATION RECOVERED IN POOR CONDITION.  NAIL COULD NOT BE
 LX5314'FOUND.  INSTRUMENT PEDESTAL HAS BEEN REMOVED, BUT POSITION IS
 LX5314'RECOVERABLE AS THE CENTER OF 3 BOLTS PROJECTING FROM A RAISED
 LX5314'CONCRETE PLATFORM ON FLOOR.  ORIGINAL DESCRIPTION IS OTHERWISE
 LX5314'ADEQUATE AND COMPLETE.
 LX5314
 LX5314                          STATION RECOVERY (2000)
 LX5314
 LX5314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5314'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1032 ***********************************************************************
 MZ1032  DESIGNATION -  C 10
 MZ1032  PID         -  MZ1032
 MZ1032  STATE/COUNTY-  NY/ALBANY
 MZ1032  USGS QUAD   -  ALBANY (1980)
 MZ1032
 MZ1032                         *CURRENT SURVEY CONTROL
 MZ1032  ___________________________________________________________________
 MZ1032* NAD 83(1986)-  42 44 21.     (N)    073 48 41.     (W)     SCALED    
 MZ1032* NAVD 88     -        83.625  (meters)     274.36   (feet)  ADJUSTED  
 MZ1032  ___________________________________________________________________
 MZ1032  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 MZ1032  DYNAMIC HT  -          83.601 (meters)     274.28  (feet)  COMP
 MZ1032  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 MZ1032
 MZ1032  VERT ORDER  -  SECOND    CLASS 0
 MZ1032
 MZ1032.The horizontal coordinates were scaled from a topographic map and have
 MZ1032.an estimated accuracy of +/- 6 seconds.
 MZ1032
 MZ1032.The orthometric height was determined by differential leveling
 MZ1032.and adjusted by the National Geodetic Survey in June 1991..
 MZ1032
 MZ1032.The geoid height was determined by GEOID03.
 MZ1032
 MZ1032.The dynamic height is computed by dividing the NAVD 88
 MZ1032.geopotential number by the normal gravity value computed on the
 MZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1032.degrees latitude (g = 980.6199 gals.).
 MZ1032
 MZ1032.The modeled gravity was interpolated from observed gravity values.
 MZ1032
 MZ1032;                    North         East    Units  Estimated Accuracy
 MZ1032;SPC NY E     -   433,930.      206,380.      MT  (+/- 180 meters Scaled)
 MZ1032
 MZ1032                          SUPERSEDED SURVEY CONTROL
 MZ1032
 MZ1032  NGVD 29 (??/??/92)   83.796  (m)          274.92   (f) ADJ UNCH    2 0
 MZ1032
 MZ1032.Superseded values are not recommended for survey control.
 MZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1032.See file dsdata.txt to determine how the superseded data were derived.
 MZ1032
 MZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN972325(NAD 83)
 MZ1032_MARKER: DD = SURVEY DISK
 MZ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ1032_STAMPING: C 10 1925
 MZ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1032+STABILITY: SURFACE MOTION
 MZ1032
 MZ1032  HISTORY     - Date     Condition        Report By
 MZ1032  HISTORY     - 1925     MONUMENTED       USGS
 MZ1032  HISTORY     - 1962     GOOD             NGS
 MZ1032  HISTORY     - 1981     MARK NOT FOUND   NGS
 MZ1032  HISTORY     - 20050822 MARK NOT FOUND   NYDT
 MZ1032
 MZ1032                          STATION DESCRIPTION
 MZ1032
 MZ1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MZ1032'AT SHAKERS.
 MZ1032'THE MARK IS LOCATED ON SHAKER ROAD, AT THE MAIN ENTRANCE TO THE ANN
 MZ1032'LEE COUNTY HOME, 10 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 MZ1032'DRIVEWAY. A U.S. GEOLOGICAL SURVEY BENCHMARK DISK STAMPED, C 10 1925,
 MZ1032'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES
 MZ1032'ABOVE GROUND LEVEL.
 MZ1032
 MZ1032                          STATION RECOVERY (1981)
 MZ1032
 MZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MZ1032'NOT RECOVERED, AREA CHANGED, DESCRIPTION MEASUREMENTS INADEQUATE.
 MZ1032
 MZ1032                          STATION RECOVERY (2005)
 MZ1032
 MZ1032'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 MZ1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0449 ***********************************************************************
 PH0449  DESIGNATION -  C 10
 PH0449  PID         -  PH0449
 PH0449  STATE/COUNTY-  NY/FRANKLIN
 PH0449  USGS QUAD   -  BRUSHTON (1964)
 PH0449
 PH0449                         *CURRENT SURVEY CONTROL
 PH0449  ___________________________________________________________________
 PH0449* NAD 83(1986)-  44 49 45.     (N)    074 31 26.     (W)     SCALED    
 PH0449* NAVD 88     -       128.632  (meters)     422.02   (feet)  POSTED    
 PH0449  ___________________________________________________________________
 PH0449  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PH0449  DYNAMIC HT  -         128.630 (meters)     422.01  (feet)  COMP
 PH0449  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 PH0449
 PH0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PH0449
 PH0449.The horizontal coordinates were scaled from a topographic map and have
 PH0449.an estimated accuracy of +/- 6 seconds.
 PH0449
 PH0449.The orthometric height was determined by differential leveling
 PH0449.and adjusted by the National Geodetic Survey in 1992..
 PH0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PH0449.rate of 0.0 thru 1.0 mm/km.
 PH0449
 PH0449.The geoid height was determined by GEOID03.
 PH0449
 PH0449.The dynamic height is computed by dividing the NAVD 88
 PH0449.geopotential number by the normal gravity value computed on the
 PH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0449.degrees latitude (g = 980.6199 gals.).
 PH0449
 PH0449.The modeled gravity was interpolated from observed gravity values.
 PH0449
 PH0449;                    North         East    Units  Estimated Accuracy
 PH0449;SPC NY E     -   665,890.      148,110.      MT  (+/- 180 meters Scaled)
 PH0449
 PH0449                          SUPERSEDED SURVEY CONTROL
 PH0449
 PH0449.No superseded survey control is available for this station.
 PH0449
 PH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ376640(NAD 83)
 PH0449_MARKER: Q = CHISELED SQUARE
 PH0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0449_SP_SET: BRIDGE ABUTMENT
 PH0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0449
 PH0449  HISTORY     - Date     Condition        Report By
 PH0449  HISTORY     - UNK      MONUMENTED       CGS
 PH0449  HISTORY     - 1919     GOOD             NGS
 PH0449  HISTORY     - 1935     MARK NOT FOUND   NGS
 PH0449
 PH0449                          STATION DESCRIPTION
 PH0449
 PH0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH0449'0.75 MI W FROM BRUSHTON.
 PH0449'ABOUT 0.75 MI W OF BRUSHTON, FRANKLIN CO, ON THE RUTLAND RAILROAD, ON
 PH0449'THE NORTH END OF THE EAST ABUTMENT OF BRIDGE NO. 348 AND ON THE NW
 PH0449'CORNER OF THE CAPSTONE.  A CHISELED SQUARE MARKED W/WHITE PAINT.
 PH0449
 PH0449                          STATION RECOVERY (1935)
 PH0449
 PH0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PH0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0607 ***********************************************************************
 OD0607  DESIGNATION -  C 100
 OD0607  PID         -  OD0607
 OD0607  STATE/COUNTY-  NY/WASHINGTON
 OD0607  USGS QUAD   -  GRANVILLE (1944)
 OD0607
 OD0607                         *CURRENT SURVEY CONTROL
 OD0607  ___________________________________________________________________
 OD0607* NAD 83(1986)-  43 24 50.     (N)    073 15 51.     (W)     SCALED    
 OD0607* NAVD 88     -       117.059  (meters)     384.05   (feet)  ADJUSTED  
 OD0607  ___________________________________________________________________
 OD0607  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OD0607  DYNAMIC HT  -         117.033 (meters)     383.97  (feet)  COMP
 OD0607  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 OD0607
 OD0607  VERT ORDER  -  SECOND    CLASS 0
 OD0607
 OD0607.The horizontal coordinates were scaled from a topographic map and have
 OD0607.an estimated accuracy of +/- 6 seconds.
 OD0607
 OD0607.The orthometric height was determined by differential leveling
 OD0607.and adjusted by the National Geodetic Survey in June 1991..
 OD0607
 OD0607.The geoid height was determined by GEOID03.
 OD0607
 OD0607.The dynamic height is computed by dividing the NAVD 88
 OD0607.geopotential number by the normal gravity value computed on the
 OD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0607.degrees latitude (g = 980.6199 gals.).
 OD0607
 OD0607.The modeled gravity was interpolated from observed gravity values.
 OD0607
 OD0607;                    North         East    Units  Estimated Accuracy
 OD0607;SPC NY E     -   509,390.      250,080.      MT  (+/- 180 meters Scaled)
 OD0607
 OD0607                          SUPERSEDED SURVEY CONTROL
 OD0607
 OD0607  NGVD 29 (??/??/92)  117.191  (m)          384.48   (f) ADJ UNCH    2 0
 OD0607
 OD0607.Superseded values are not recommended for survey control.
 OD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0607.See file dsdata.txt to determine how the superseded data were derived.
 OD0607
 OD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP405082(NAD 83)
 OD0607_MARKER: DB = BENCH MARK DISK
 OD0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0607_SP_SET: CONCRETE POST
 OD0607_STAMPING: C-100 1935
 OD0607_MARK LOGO: CGS   
 OD0607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0607+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 OD0607
 OD0607  HISTORY     - Date     Condition        Report By
 OD0607  HISTORY     - 1935     MONUMENTED       CGS
 OD0607  HISTORY     - 1974     GOOD             LOCSUR
 OD0607  HISTORY     - 19940405 GOOD             NGS
 OD0607
 OD0607                          STATION DESCRIPTION
 OD0607
 OD0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0607'IN GRANVILLE.
 OD0607'IS LOCATED AT GRANVILLE, 0.4 MILE NORTH OF STATION, ALONG DELAWARE AND
 OD0607'HUDSON R.R.  93.5 FT. NORTH OF CROSSING OF STATE HIGHWAY 22.  80.0 FT.
 OD0607'NORTHWEST OF METTOWEE VALLEY CEMETARY.  14.0 FT. EAST OF EAST RAIL.
 OD0607'1.0 FT. WEST OF R/W FENCE.  STANDARD TABLET SET IN CONCRETE POST 6 IN.
 OD0607'HIGH.
 OD0607
 OD0607                          STATION RECOVERY (1974)
 OD0607
 OD0607'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 OD0607'RECOVERED IN GOOD CONDITION.
 OD0607
 OD0607                          STATION RECOVERY (1994)
 OD0607
 OD0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JMR)
 OD0607'GENERAL LOCATION IS GRANVILLE, NY. ABOUT 0.4 MILE (0.6 KM) NORTH OF
 OD0607'THE FORMER RAILROAD STATION IN GRANVILLE.
 OD0607' 
 OD0607'THE MARK IS LOCATED AT THE JUNCTION OF THE RECREATION PATH (THE OLD
 OD0607'RAILROAD) AND OLD STATE HIGHWAY 22, AND ACROSS THE STREET FROM A NYSEG
 OD0607'SERVICE CENTER.
 OD0607' 
 OD0607'IT IS 94 FT (28.7 M) NORTH OF OLD STATE HIGHWAY 22, 80 FT (24.4 M)
 OD0607'NORTHWEST OF METTOWEE VALLEY CEMETERY, 37 FT (11.3 M) SOUTH EAST OF A
 OD0607'NYSEG UTILITY POLE, 14 FT (4.3 M) EAST OF RECREATION PATH, 1.0 FT (0.3
 OD0607'M) WEST OF RIGHT OF WAY FENCE, 1 FT (0.3 M) WEST OF A FIBERGLASS
 OD0607'WITNESS AND PROJECTING ABOUT 5-10 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0968 ***********************************************************************
 OF0968  DESIGNATION -  C 101
 OF0968  PID         -  OF0968
 OF0968  STATE/COUNTY-  NY/WAYNE
 OF0968  USGS QUAD   -  SODUS (1978)
 OF0968
 OF0968                         *CURRENT SURVEY CONTROL
 OF0968  ___________________________________________________________________
 OF0968* NAD 83(1986)-  43 09 01.     (N)    077 02 33.     (W)     SCALED    
 OF0968* NAVD 88     -       134.123  (meters)     440.04   (feet)  ADJUSTED  
 OF0968  ___________________________________________________________________
 OF0968  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OF0968  DYNAMIC HT  -         134.091 (meters)     439.93  (feet)  COMP
 OF0968  MODELED GRAV-     980,382.0   (mgal)                       NAVD 88
 OF0968
 OF0968  VERT ORDER  -  SECOND    CLASS 0
 OF0968
 OF0968.The horizontal coordinates were scaled from a topographic map and have
 OF0968.an estimated accuracy of +/- 6 seconds.
 OF0968
 OF0968.The orthometric height was determined by differential leveling
 OF0968.and adjusted by the National Geodetic Survey in June 1991..
 OF0968
 OF0968.The geoid height was determined by GEOID03.
 OF0968
 OF0968.The dynamic height is computed by dividing the NAVD 88
 OF0968.geopotential number by the normal gravity value computed on the
 OF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0968.degrees latitude (g = 980.6199 gals.).
 OF0968
 OF0968.The modeled gravity was interpolated from observed gravity values.
 OF0968
 OF0968;                    North         East    Units  Estimated Accuracy
 OF0968;SPC NY C     -   349,970.      212,650.      MT  (+/- 180 meters Scaled)
 OF0968
 OF0968                          SUPERSEDED SURVEY CONTROL
 OF0968
 OF0968  NGVD 29 (??/??/92)  134.324  (m)          440.69   (f) ADJ UNCH    2 0
 OF0968
 OF0968.Superseded values are not recommended for survey control.
 OF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0968.See file dsdata.txt to determine how the superseded data were derived.
 OF0968
 OF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN339795(NAD 83)
 OF0968_MARKER: DB = BENCH MARK DISK
 OF0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0968_STAMPING: C 101 1935
 OF0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0968+STABILITY: SURFACE MOTION
 OF0968
 OF0968  HISTORY     - Date     Condition        Report By
 OF0968  HISTORY     - 1935     MONUMENTED       CGS
 OF0968  HISTORY     - 1942     GOOD             NGS
 OF0968  HISTORY     - 19950602 GOOD             USPSQD
 OF0968
 OF0968                          STATION DESCRIPTION
 OF0968
 OF0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0968'AT ZURICH.
 OF0968'BENCH MARK IS 63.0 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OF0968'PENNSYLVANIA RAILROAD STATION AT ZURICK, 36.0 FEET WEST OF AND
 OF0968'LEVEL WITH THE CENTERLINE OF MAIN TRACK. IT IS 27.0 FEET SOUTHWEST
 OF0968'OF THE CENTERLINE OF ASPHALT ROAD, AND 1.0 FOOT SOUTH OF RIGHT
 OF0968'OF WAY FENCE CORNER. MONUMENT IS 2.0 FEET NORTH OF A 4X4 INCH
 OF0968'WHITE WOODEN MARKER POST, AND PROJECTS 0.2 FOOT. A DISK SET
 OF0968'HORIZONTALLY IN TOP OF A PRECAST CONCRETE POST.
 OF0968
 OF0968                          STATION RECOVERY (1995)
 OF0968
 OF0968'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0663 ***********************************************************************
 NB0663  DESIGNATION -  C 102
 NB0663  PID         -  NB0663
 NB0663  STATE/COUNTY-  NY/YATES
 NB0663  USGS QUAD   -  DUNDEE (1942)
 NB0663
 NB0663                         *CURRENT SURVEY CONTROL
 NB0663  ___________________________________________________________________
 NB0663* NAD 83(1986)-  42 32 10.     (N)    076 55 32.     (W)     SCALED    
 NB0663* NAVD 88     -       246.481  (meters)     808.66   (feet)  ADJUSTED  
 NB0663  ___________________________________________________________________
 NB0663  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NB0663  DYNAMIC HT  -         246.405 (meters)     808.41  (feet)  COMP
 NB0663  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 NB0663
 NB0663  VERT ORDER  -  SECOND    CLASS 0
 NB0663
 NB0663.The horizontal coordinates were scaled from a topographic map and have
 NB0663.an estimated accuracy of +/- 6 seconds.
 NB0663
 NB0663.The orthometric height was determined by differential leveling
 NB0663.and adjusted by the National Geodetic Survey in June 1991..
 NB0663.WARNING-Repeat measurements at this control monument indicate possible
 NB0663.vertical movement.
 NB0663
 NB0663.The geoid height was determined by GEOID03.
 NB0663
 NB0663.The dynamic height is computed by dividing the NAVD 88
 NB0663.geopotential number by the normal gravity value computed on the
 NB0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0663.degrees latitude (g = 980.6199 gals.).
 NB0663
 NB0663.The modeled gravity was interpolated from observed gravity values.
 NB0663
 NB0663;                    North         East    Units  Estimated Accuracy
 NB0663;SPC NY C     -   281,700.      221,890.      MT  (+/- 180 meters Scaled)
 NB0663
 NB0663                          SUPERSEDED SURVEY CONTROL
 NB0663
 NB0663  NGVD 29 (??/??/92)  246.641  (m)          809.19   (f) ADJ UNCH    2 0
 NB0663
 NB0663.Superseded values are not recommended for survey control.
 NB0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0663.See file dsdata.txt to determine how the superseded data were derived.
 NB0663
 NB0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN418111(NAD 83)
 NB0663_MARKER: DB = BENCH MARK DISK
 NB0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0663_STAMPING: C 102 1935
 NB0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0663+STABILITY: SURFACE MOTION
 NB0663
 NB0663  HISTORY     - Date     Condition        Report By
 NB0663  HISTORY     - 1935     MONUMENTED       CGS
 NB0663  HISTORY     - 1942     GOOD             NGS
 NB0663  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0663  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0663  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0663
 NB0663                          STATION DESCRIPTION
 NB0663
 NB0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0663'AT STARKEY.
 NB0663'BENCH MARK IS ABOUT 195.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NB0663'THE PENNSYLVANIA RAILROAD STATION AT STARKEY AND 15.0 FEET EAST OF
 NB0663'THE EAST RAIL, 5.0 FEET WEST OF THE RIGHT OF WAY FENCE, 3.0 FEET
 NB0663'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.2
 NB0663'FOOT. A STANDARD DISK SET HORIZONTALLY IN TOP OF A PRECAST CONCRETE
 NB0663'POST.
 NB0663
 NB0663                          STATION RECOVERY (1985)
 NB0663
 NB0663'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0663'MARK NOT FOUND.
 NB0663
 NB0663                          STATION RECOVERY (1994)
 NB0663
 NB0663'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0663'MARK NOT FOUND.
 NB0663
 NB0663                          STATION RECOVERY (1999)
 NB0663
 NB0663'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1501 ***********************************************************************
 NB1501  DESIGNATION -  C 103
 NB1501  PID         -  NB1501
 NB1501  STATE/COUNTY-  NY/TOMPKINS
 NB1501  USGS QUAD   -  MECKLENBURG (1976)
 NB1501
 NB1501                         *CURRENT SURVEY CONTROL
 NB1501  ___________________________________________________________________
 NB1501* NAD 83(1986)-  42 27 03.     (N)    076 37 41.     (W)     SCALED    
 NB1501* NAVD 88     -       346.280  (meters)    1136.09   (feet)  ADJUSTED  
 NB1501  ___________________________________________________________________
 NB1501  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB1501  DYNAMIC HT  -         346.158 (meters)    1135.69  (feet)  COMP
 NB1501  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 NB1501
 NB1501  VERT ORDER  -  SECOND    CLASS 0
 NB1501
 NB1501.The horizontal coordinates were scaled from a topographic map and have
 NB1501.an estimated accuracy of +/- 6 seconds.
 NB1501
 NB1501.The orthometric height was determined by differential leveling
 NB1501.and adjusted by the National Geodetic Survey in June 1991..
 NB1501
 NB1501.The geoid height was determined by GEOID03.
 NB1501
 NB1501.The dynamic height is computed by dividing the NAVD 88
 NB1501.geopotential number by the normal gravity value computed on the
 NB1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1501.degrees latitude (g = 980.6199 gals.).
 NB1501
 NB1501.The modeled gravity was interpolated from observed gravity values.
 NB1501
 NB1501;                    North         East    Units  Estimated Accuracy
 NB1501;SPC NY C     -   272,170.      246,320.      MT  (+/- 180 meters Scaled)
 NB1501
 NB1501                          SUPERSEDED SURVEY CONTROL
 NB1501
 NB1501  NGVD 29 (??/??/92)  346.464  (m)         1136.69   (f) ADJ UNCH    2 0
 NB1501
 NB1501.Superseded values are not recommended for survey control.
 NB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1501.See file dsdata.txt to determine how the superseded data were derived.
 NB1501
 NB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN661011(NAD 83)
 NB1501_MARKER: DB = BENCH MARK DISK
 NB1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1501_STAMPING: C 103 1935
 NB1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1501+STABILITY: SURFACE MOTION
 NB1501
 NB1501  HISTORY     - Date     Condition        Report By
 NB1501  HISTORY     - 1935     MONUMENTED       CGS
 NB1501  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NB1501  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 NB1501
 NB1501                          STATION DESCRIPTION
 NB1501
 NB1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB1501'6.1 MI W FROM ITHACA.
 NB1501'IS LOCATED 5.5 MILES WEST OF THE LEHIGH VALLEY R.R. STATION. 7
 NB1501'TELEPHONE POLES EAST OF THE CROSSING OF STATE HY. 327. 44 FT. EAST
 NB1501'OF NORTHEAST CORNER OF A FARM HOUSE YARD. 28 FT. SOUTH OF CENTERLINE
 NB1501'OF STATE HY. 79. AT NORTHEAST CORNER OF A SMALL GARDEN. 1 FT. NORTH
 NB1501'OF FENCE LINE. TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 NB1501
 NB1501                          STATION RECOVERY (1984)
 NB1501
 NB1501'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB1501'MARK NOT FOUND.
 NB1501
 NB1501                          STATION RECOVERY (1995)
 NB1501
 NB1501'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0381 ***********************************************************************
 PH0381  DESIGNATION -  C 104
 PH0381  PID         -  PH0381
 PH0381  STATE/COUNTY-  NY/ST LAWRENCE
 PH0381  USGS QUAD   -  CRANBERRY LAKE (1968)
 PH0381
 PH0381                         *CURRENT SURVEY CONTROL
 PH0381  ___________________________________________________________________
 PH0381* NAD 83(1986)-  44 12 40.     (N)    074 51 40.     (W)     SCALED    
 PH0381* NAVD 88     -       455.097  (meters)    1493.10   (feet)  ADJUSTED  
 PH0381  ___________________________________________________________________
 PH0381  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PH0381  DYNAMIC HT  -         455.014 (meters)    1492.83  (feet)  COMP
 PH0381  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 PH0381
 PH0381  VERT ORDER  -  SECOND    CLASS 0
 PH0381
 PH0381.The horizontal coordinates were scaled from a topographic map and have
 PH0381.an estimated accuracy of +/- 6 seconds.
 PH0381
 PH0381.The orthometric height was determined by differential leveling
 PH0381.and adjusted by the National Geodetic Survey in June 1991..
 PH0381
 PH0381.The geoid height was determined by GEOID03.
 PH0381
 PH0381.The dynamic height is computed by dividing the NAVD 88
 PH0381.geopotential number by the normal gravity value computed on the
 PH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0381.degrees latitude (g = 980.6199 gals.).
 PH0381
 PH0381.The modeled gravity was interpolated from observed gravity values.
 PH0381
 PH0381;                    North         East    Units  Estimated Accuracy
 PH0381;SPC NY E     -   597,280.      121,140.      MT  (+/- 180 meters Scaled)
 PH0381
 PH0381                          SUPERSEDED SURVEY CONTROL
 PH0381
 PH0381  NGVD 29 (??/??/92)  455.189  (m)         1493.40   (f) ADJ UNCH    2 0
 PH0381
 PH0381.Superseded values are not recommended for survey control.
 PH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0381.See file dsdata.txt to determine how the superseded data were derived.
 PH0381
 PH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP110953(NAD 83)
 PH0381_MARKER: DB = BENCH MARK DISK
 PH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0381_STAMPING: C-104--1935
 PH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0381+STABILITY: SURFACE MOTION
 PH0381
 PH0381  HISTORY     - Date     Condition        Report By
 PH0381  HISTORY     - 1935     MONUMENTED       CGS
 PH0381  HISTORY     - 1970     GOOD             LDA
 PH0381
 PH0381                          STATION DESCRIPTION
 PH0381
 PH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PH0381'1.7 MI W FROM CRANBERRY LAKE.
 PH0381'IS LOCATED 1.7 MILES WEST OF THE POST OFFICE AT CRANBERRY LAKE. 41.5
 PH0381'FT. NORTHEAST OF THE NORTHEAST CORNER OF A 2 FT. CONCRETE CULVERT.
 PH0381'28.9 FT. NORTHWEST OF CENTERLINE OF HIGHWAY. ON LINE TANGENT TO
 PH0381'NORTHWEST EDGE OF PAVEMENT LOOKING SOUTHWEST. TABLET SET IN TOP OF
 PH0381'POST 3 IN. HIGH.
 PH0381
 PH0381                          STATION RECOVERY (1970)
 PH0381
 PH0381'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 PH0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0760 ***********************************************************************
 PH0760  DESIGNATION -  C 105
 PH0760  PID         -  PH0760
 PH0760  STATE/COUNTY-  NY/ST LAWRENCE
 PH0760  USGS QUAD   -  COLTON (1980)
 PH0760
 PH0760                         *CURRENT SURVEY CONTROL
 PH0760  ___________________________________________________________________
 PH0760* NAD 83(1986)-  44 36 40.     (N)    074 58 27.     (W)     SCALED    
 PH0760* NAVD 88     -       170.528  (meters)     559.47   (feet)  ADJUSTED  
 PH0760  ___________________________________________________________________
 PH0760  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 PH0760  DYNAMIC HT  -         170.513 (meters)     559.42  (feet)  COMP
 PH0760  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 PH0760
 PH0760  VERT ORDER  -  SECOND    CLASS 0
 PH0760
 PH0760.The horizontal coordinates were scaled from a topographic map and have
 PH0760.an estimated accuracy of +/- 6 seconds.
 PH0760
 PH0760.The orthometric height was determined by differential leveling
 PH0760.and adjusted by the National Geodetic Survey in June 1991..
 PH0760
 PH0760.The geoid height was determined by GEOID03.
 PH0760
 PH0760.The dynamic height is computed by dividing the NAVD 88
 PH0760.geopotential number by the normal gravity value computed on the
 PH0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0760.degrees latitude (g = 980.6199 gals.).
 PH0760
 PH0760.The modeled gravity was interpolated from observed gravity values.
 PH0760
 PH0760;                    North         East    Units  Estimated Accuracy
 PH0760;SPC NY E     -   641,770.      112,370.      MT  (+/- 180 meters Scaled)
 PH0760
 PH0760                          SUPERSEDED SURVEY CONTROL
 PH0760
 PH0760  NGVD 29 (??/??/92)  170.656  (m)          559.89   (f) ADJ UNCH    2 0
 PH0760
 PH0760.Superseded values are not recommended for survey control.
 PH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0760.See file dsdata.txt to determine how the superseded data were derived.
 PH0760
 PH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ020397(NAD 83)
 PH0760_MARKER: DB = BENCH MARK DISK
 PH0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0760_SP_SET: BRIDGE ABUTMENT
 PH0760_STAMPING: C 105 1935
 PH0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0760
 PH0760  HISTORY     - Date     Condition        Report By
 PH0760  HISTORY     - 1935     MONUMENTED       CGS
 PH0760  HISTORY     - 1942     GOOD             NGS
 PH0760  HISTORY     - 1967     GOOD             LDA
 PH0760  HISTORY     - 20060523 MARK NOT FOUND   NYDT
 PH0760
 PH0760                          STATION DESCRIPTION
 PH0760
 PH0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0760'IN HANNAWA FALLS.
 PH0760'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE
 PH0760'SOUTHWEST ABUTMENT OF A LARGE BRIDGE OVER RAQUETTE RIVER AT HANNAWA
 PH0760'FALLS.  IT IS 15.1 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 PH0760'THE CENTERLINE OF HIGHWAY.  A DISK SET IN A DRILL HOLE.
 PH0760
 PH0760                          STATION RECOVERY (1967)
 PH0760
 PH0760'RECOVERY NOTE BY L DICKERSON ASSOC 1967
 PH0760'RECOVERED IN GOOD CONDITION.
 PH0760
 PH0760                          STATION RECOVERY (2006)
 PH0760
 PH0760'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0635 ***********************************************************************
 PG0635  DESIGNATION -  C 106
 PG0635  PID         -  PG0635
 PG0635  STATE/COUNTY-  NY/CLINTON
 PG0635  USGS QUAD   -  KEESEVILLE (1966)
 PG0635
 PG0635                         *CURRENT SURVEY CONTROL
 PG0635  ___________________________________________________________________
 PG0635* NAD 83(1986)-  44 36 18.     (N)    073 29 45.     (W)     SCALED    
 PG0635* NAVD 88     -        79.417  (meters)     260.55   (feet)  ADJUSTED  
 PG0635  ___________________________________________________________________
 PG0635  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG0635  DYNAMIC HT  -          79.411 (meters)     260.53  (feet)  COMP
 PG0635  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 PG0635
 PG0635  VERT ORDER  -  SECOND    CLASS 0
 PG0635
 PG0635.The horizontal coordinates were scaled from a topographic map and have
 PG0635.an estimated accuracy of +/- 6 seconds.
 PG0635
 PG0635.The orthometric height was determined by differential leveling
 PG0635.and adjusted by the National Geodetic Survey in June 1991..
 PG0635
 PG0635.The geoid height was determined by GEOID03.
 PG0635
 PG0635.The dynamic height is computed by dividing the NAVD 88
 PG0635.geopotential number by the normal gravity value computed on the
 PG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0635.degrees latitude (g = 980.6199 gals.).
 PG0635
 PG0635.The modeled gravity was interpolated from observed gravity values.
 PG0635
 PG0635;                    North         East    Units  Estimated Accuracy
 PG0635;SPC NY E     -   641,470.      229,710.      MT  (+/- 180 meters Scaled)
 PG0635
 PG0635                          SUPERSEDED SURVEY CONTROL
 PG0635
 PG0635  NGVD 29 (??/??/??)   79.536  (m)          260.94   (f) ADJUSTED    2 0
 PG0635
 PG0635.Superseded values are not recommended for survey control.
 PG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0635.See file dsdata.txt to determine how the superseded data were derived.
 PG0635
 PG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ193401(NAD 83)
 PG0635_MARKER: DB = BENCH MARK DISK
 PG0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0635_STAMPING: C 106 1935
 PG0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0635+STABILITY: SURFACE MOTION
 PG0635
 PG0635  HISTORY     - Date     Condition        Report By
 PG0635  HISTORY     - 1935     MONUMENTED       CGS
 PG0635
 PG0635                          STATION DESCRIPTION
 PG0635
 PG0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG0635'3.5 MI SW FROM SOUTH JUNCTION.
 PG0635'3.5 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILRAOD FROM THE
 PG0635'STATION AT SOUTH JUNCTION, CLINTON COUNTY, 7-1/2 POLES SOUTHWEST OF
 PG0635'MILEPOST P 8, 107 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, AND
 PG0635'28 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED C
 PG0635'106 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 PG0635'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0446 ***********************************************************************
 KU0446  DESIGNATION -  C 107
 KU0446  PID         -  KU0446
 KU0446  STATE/COUNTY-  NY/SUFFOLK
 KU0446  USGS QUAD   -  NORTHPORT (1979)
 KU0446
 KU0446                         *CURRENT SURVEY CONTROL
 KU0446  ___________________________________________________________________
 KU0446* NAD 83(1986)-  40 53 08.     (N)    073 19 41.     (W)     SCALED    
 KU0446* NAVD 88     -        63.552  (meters)     208.50   (feet)  ADJUSTED  
 KU0446  ___________________________________________________________________
 KU0446  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KU0446  DYNAMIC HT  -          63.529 (meters)     208.43  (feet)  COMP
 KU0446  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 KU0446
 KU0446  VERT ORDER  -  SECOND    CLASS 0
 KU0446
 KU0446.The horizontal coordinates were scaled from a topographic map and have
 KU0446.an estimated accuracy of +/- 6 seconds.
 KU0446
 KU0446.The orthometric height was determined by differential leveling
 KU0446.and adjusted by the National Geodetic Survey in June 1991..
 KU0446
 KU0446.The geoid height was determined by GEOID03.
 KU0446
 KU0446.The dynamic height is computed by dividing the NAVD 88
 KU0446.geopotential number by the normal gravity value computed on the
 KU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0446.degrees latitude (g = 980.6199 gals.).
 KU0446
 KU0446.The modeled gravity was interpolated from observed gravity values.
 KU0446
 KU0446;                    North         East    Units  Estimated Accuracy
 KU0446;SPC NY L     -    80,050.      356,630.      MT  (+/- 180 meters Scaled)
 KU0446
 KU0446                          SUPERSEDED SURVEY CONTROL
 KU0446
 KU0446  NGVD 29 (??/??/92)   63.862  (m)          209.52   (f) ADJ UNCH    2 0
 KU0446
 KU0446.Superseded values are not recommended for survey control.
 KU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0446.See file dsdata.txt to determine how the superseded data were derived.
 KU0446
 KU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL408273(NAD 83)
 KU0446_MARKER: DB = BENCH MARK DISK
 KU0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0446_SP_SET: BUILDING
 KU0446_STAMPING: C 107 1958
 KU0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0446
 KU0446  HISTORY     - Date     Condition        Report By
 KU0446  HISTORY     - 1958     MONUMENTED       CGS
 KU0446  HISTORY     - 1975     GOOD             NY-103
 KU0446  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0446
 KU0446                          STATION DESCRIPTION
 KU0446
 KU0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KU0446'0.4 MI N FROM EAST NORTHPORT.
 KU0446'ABOUT 0.4 MILES NORTH ALONG LAUREL AVENUE FROM THE LONG ISLAND
 KU0446'RAILROAD STATION AT EAST NORTHPORT, AT THE JUNCTION OF UPLAND
 KU0446'DRIVE AND LAUREL ROAD, SET IN THE SOUTH FACE OF A ONE STORY
 KU0446'BRICK FRONT STORE BUILDING, 87 1/2 FEET EAST OF THE CENTER LINE
 KU0446'OF LAUREL AVENUE, 1 FOOT EAST OF THE SOUTHWEST CORNER OF THE
 KU0446'BUILDING, ABOUT 1/2 FOOT ABOVE THE SIDEWALK AROUND THE BUILDING,
 KU0446'ABOUT 1 FOOT ABOVE THE LEVEL OF LAUREL AVENUE.  NOTE-- THE MARK
 KU0446'MAY BE REACHED FROM NORTHPORT, SUFFOLK COUNTY, BY GOING 0.4 MILES
 KU0446'SOUTH ALONG CHURCH STREET FROM THE JUNCTION OF CHURCH STREET,
 KU0446'MAIN STREET, AND OCEAN DRIVE, THENCE 0.2 MILES EAST ALONG SCUDDER
 KU0446'AVENUE, THENCE 0.9 MILES SOUTH ALONG LAUREL AVENUE.
 KU0446
 KU0446                          STATION RECOVERY (1975)
 KU0446
 KU0446'RECOVERY NOTE BY SUFFOLK COUNTY NEW YORK 1975
 KU0446'RECOVERED IN GOOD CONDITION.
 KU0446
 KU0446                          STATION RECOVERY (1986)
 KU0446
 KU0446'RECOVERY NOTE BY US POWER SQUADRON 1986 (SMH)
 KU0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1486 ***********************************************************************
 NA1486  DESIGNATION -  C 109
 NA1486  PID         -  NA1486
 NA1486  STATE/COUNTY-  NY/BROOME
 NA1486  USGS QUAD   -  CASTLE CREEK (1976)
 NA1486
 NA1486                         *CURRENT SURVEY CONTROL
 NA1486  ___________________________________________________________________
 NA1486* NAD 83(1986)-  42 10 17.     (N)    075 52 30.     (W)     SCALED    
 NA1486* NAVD 88     -       271.843  (meters)     891.87   (feet)  ADJUSTED  
 NA1486  ___________________________________________________________________
 NA1486  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NA1486  DYNAMIC HT  -         271.743 (meters)     891.54  (feet)  COMP
 NA1486  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NA1486
 NA1486  VERT ORDER  -  SECOND    CLASS 0
 NA1486
 NA1486.The horizontal coordinates were scaled from a topographic map and have
 NA1486.an estimated accuracy of +/- 6 seconds.
 NA1486
 NA1486.The orthometric height was determined by differential leveling
 NA1486.and adjusted by the National Geodetic Survey in June 1991..
 NA1486
 NA1486.The geoid height was determined by GEOID03.
 NA1486
 NA1486.The dynamic height is computed by dividing the NAVD 88
 NA1486.geopotential number by the normal gravity value computed on the
 NA1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1486.degrees latitude (g = 980.6199 gals.).
 NA1486
 NA1486.The modeled gravity was interpolated from observed gravity values.
 NA1486
 NA1486;                    North         East    Units  Estimated Accuracy
 NA1486;SPC NY E     -   371,550.       36,400.      MT  (+/- 180 meters Scaled)
 NA1486
 NA1486                          SUPERSEDED SURVEY CONTROL
 NA1486
 NA1486  NGVD 29 (??/??/92)  271.978  (m)          892.31   (f) ADJ UNCH    2 0
 NA1486
 NA1486.Superseded values are not recommended for survey control.
 NA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1486.See file dsdata.txt to determine how the superseded data were derived.
 NA1486
 NA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM277691(NAD 83)
 NA1486_MARKER: DB = BENCH MARK DISK
 NA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1486_STAMPING: C 109 1935
 NA1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1486+STABILITY: SURFACE MOTION
 NA1486
 NA1486  HISTORY     - Date     Condition        Report By
 NA1486  HISTORY     - 1935     MONUMENTED       CGS
 NA1486  HISTORY     - 1958     GOOD             NGS
 NA1486  HISTORY     - 20040106 GOOD             INDIV
 NA1486
 NA1486                          STATION DESCRIPTION
 NA1486
 NA1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NA1486'AT CHENANGO BRIDGE.
 NA1486'AT CHENANGO BRIDGE, BROOME COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 NA1486'300 YARDS NORTH OF THE NORTH END OF THE STATION, 60 FEET NORTHEAST OF
 NA1486'MILEPOST 197, AT A ROAD CROSSING, 81 FEET NORTH OF THE CENTERLINE OF
 NA1486'THE ROAD, 34 FEET EAST OF THE EAST RAIL, 37.5 FEET SOUTH OF A POLE,
 NA1486'AND IN LINE WITH THE ROW OF POLES.  A STANDARD DISK, STAMPED C 109
 NA1486'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NA1486'GROUND.
 NA1486
 NA1486                          STATION RECOVERY (2004)
 NA1486
 NA1486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BMK)
 NA1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0423 ***********************************************************************
 PH0423  DESIGNATION -  C 11
 PH0423  PID         -  PH0423
 PH0423  STATE/COUNTY-  NY/ST LAWRENCE
 PH0423  USGS QUAD   -  NORFOLK (1964)
 PH0423
 PH0423                         *CURRENT SURVEY CONTROL
 PH0423  ___________________________________________________________________
 PH0423* NAD 83(1986)-  44 45 58.     (N)    074 56 16.     (W)     SCALED    
 PH0423* NAVD 88     -       107.760  (meters)     353.54   (feet)  ADJUSTED  
 PH0423  ___________________________________________________________________
 PH0423  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 PH0423  DYNAMIC HT  -         107.755 (meters)     353.53  (feet)  COMP
 PH0423  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 PH0423
 PH0423  VERT ORDER  -  FIRST     CLASS II
 PH0423
 PH0423.The horizontal coordinates were scaled from a topographic map and have
 PH0423.an estimated accuracy of +/- 6 seconds.
 PH0423
 PH0423.The orthometric height was determined by differential leveling
 PH0423.and adjusted by the National Geodetic Survey in June 1991..
 PH0423
 PH0423.The geoid height was determined by GEOID03.
 PH0423
 PH0423.The dynamic height is computed by dividing the NAVD 88
 PH0423.geopotential number by the normal gravity value computed on the
 PH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0423.degrees latitude (g = 980.6199 gals.).
 PH0423
 PH0423.The modeled gravity was interpolated from observed gravity values.
 PH0423
 PH0423;                    North         East    Units  Estimated Accuracy
 PH0423;SPC NY E     -   658,980.      115,350.      MT  (+/- 180 meters Scaled)
 PH0423
 PH0423                          SUPERSEDED SURVEY CONTROL
 PH0423
 PH0423  NGVD 29 (??/??/92)  107.887  (m)          353.96   (f) ADJ UNCH    1 2
 PH0423
 PH0423.Superseded values are not recommended for survey control.
 PH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0423.See file dsdata.txt to determine how the superseded data were derived.
 PH0423
 PH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ049569(NAD 83)
 PH0423_MARKER: Q = CHISELED SQUARE
 PH0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0423_SP_SET: BRIDGE ABUTMENT
 PH0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0423
 PH0423  HISTORY     - Date     Condition        Report By
 PH0423  HISTORY     - UNK      MONUMENTED       CGS
 PH0423  HISTORY     - 1919     GOOD             NGS
 PH0423  HISTORY     - 1935     GOOD             NGS
 PH0423
 PH0423                          STATION DESCRIPTION
 PH0423
 PH0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH0423'0.1 MI W FROM KNAPPS.
 PH0423'0.1 MILE WEST ALONG THE RUTLAND RAILROAD FROM THE STATION AT KNAPPS,
 PH0423'ST. LAWRENCE COUNTY, AT THE WEST ABUTMENT OF BRIDGE NO. 364, ON THE
 PH0423'SOUTHWEST CORNER OF THE RETAINING WALL, 5-1/2 FEET SOUTH OF THE SOTUH
 PH0423'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 PH0423'SQUARE.
 PH0423
 PH0423                          STATION RECOVERY (1935)
 PH0423
 PH0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PH0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0202 ***********************************************************************
 NB0202  DESIGNATION -  C 110
 NB0202  PID         -  NB0202
 NB0202  STATE/COUNTY-  NY/CORTLAND
 NB0202  USGS QUAD   -  HOMER (1978)
 NB0202
 NB0202                         *CURRENT SURVEY CONTROL
 NB0202  ___________________________________________________________________
 NB0202* NAD 83(1986)-  42 43 06.     (N)    076 08 34.     (W)     SCALED    
 NB0202* NAVD 88     -       360.557  (meters)    1182.93   (feet)  ADJUSTED  
 NB0202  ___________________________________________________________________
 NB0202  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 NB0202  DYNAMIC HT  -         360.443 (meters)    1182.55  (feet)  COMP
 NB0202  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 NB0202
 NB0202  VERT ORDER  -  SECOND    CLASS 0
 NB0202
 NB0202.The horizontal coordinates were scaled from a topographic map and have
 NB0202.an estimated accuracy of +/- 6 seconds.
 NB0202
 NB0202.The orthometric height was determined by differential leveling
 NB0202.and adjusted by the National Geodetic Survey in June 1991..
 NB0202
 NB0202.The geoid height was determined by GEOID03.
 NB0202
 NB0202.The dynamic height is computed by dividing the NAVD 88
 NB0202.geopotential number by the normal gravity value computed on the
 NB0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0202.degrees latitude (g = 980.6199 gals.).
 NB0202
 NB0202.The modeled gravity was interpolated from observed gravity values.
 NB0202
 NB0202;                    North         East    Units  Estimated Accuracy
 NB0202;SPC NY C     -   301,980.      286,090.      MT  (+/- 180 meters Scaled)
 NB0202
 NB0202                          SUPERSEDED SURVEY CONTROL
 NB0202
 NB0202  NGVD 29 (??/??/92)  360.693  (m)         1183.37   (f) ADJ UNCH    2 0
 NB0202
 NB0202.Superseded values are not recommended for survey control.
 NB0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0202.See file dsdata.txt to determine how the superseded data were derived.
 NB0202
 NB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN064301(NAD 83)
 NB0202_MARKER: DB = BENCH MARK DISK
 NB0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0202_STAMPING: C 110 1935
 NB0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0202+STABILITY: SURFACE MOTION
 NB0202
 NB0202  HISTORY     - Date     Condition        Report By
 NB0202  HISTORY     - 1935     MONUMENTED       CGS
 NB0202  HISTORY     - 1936     GOOD             NGS
 NB0202  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 NB0202
 NB0202                          STATION DESCRIPTION
 NB0202
 NB0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NB0202'0.9 MI S FROM PREBLE.
 NB0202'0.9 MILE SOUTH ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE STATION
 NB0202'AT PREBLE, CORTLAND COUNTY, 0.3 MILE NORTH OF MILEPOST 243, AT A
 NB0202'GRADED-ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NB0202'18.8 FEET EAST OF THE EAST RAIL, 42 FEET SOUTHEAST OF SIGNAL TOWER
 NB0202'2433, AND 3 FEET ABOVE THE LEVEL OF THE RAIL. A STANDARD DISK,
 NB0202'STAMPED C 110 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NB0202'4 INCHES ABOVE GROUND.
 NB0202
 NB0202                          STATION RECOVERY (1991)
 NB0202
 NB0202'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0278 ***********************************************************************
 OF0278  DESIGNATION -  C 111
 OF0278  PID         -  OF0278
 OF0278  STATE/COUNTY-  NY/ONONDAGA
 OF0278  USGS QUAD   -  BREWERTON (1978)
 OF0278
 OF0278                         *CURRENT SURVEY CONTROL
 OF0278  ___________________________________________________________________
 OF0278* NAD 83(1986)-  43 13 29.     (N)    076 09 14.     (W)     SCALED    
 OF0278* NAVD 88     -       121.654  (meters)     399.13   (feet)  ADJUSTED  
 OF0278  ___________________________________________________________________
 OF0278  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OF0278  DYNAMIC HT  -         121.626 (meters)     399.03  (feet)  COMP
 OF0278  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 OF0278
 OF0278  VERT ORDER  -  SECOND    CLASS 0
 OF0278
 OF0278.The horizontal coordinates were scaled from a topographic map and have
 OF0278.an estimated accuracy of +/- 6 seconds.
 OF0278
 OF0278.The orthometric height was determined by differential leveling
 OF0278.and adjusted by the National Geodetic Survey in June 1991..
 OF0278
 OF0278.The geoid height was determined by GEOID03.
 OF0278
 OF0278.The dynamic height is computed by dividing the NAVD 88
 OF0278.geopotential number by the normal gravity value computed on the
 OF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0278.degrees latitude (g = 980.6199 gals.).
 OF0278
 OF0278.The modeled gravity was interpolated from observed gravity values.
 OF0278
 OF0278;                    North         East    Units  Estimated Accuracy
 OF0278;SPC NY C     -   358,220.      284,890.      MT  (+/- 180 meters Scaled)
 OF0278
 OF0278                          SUPERSEDED SURVEY CONTROL
 OF0278
 OF0278  NGVD 29 (??/??/92)  121.837  (m)          399.73   (f) ADJ UNCH    2 0
 OF0278
 OF0278.Superseded values are not recommended for survey control.
 OF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0278.See file dsdata.txt to determine how the superseded data were derived.
 OF0278
 OF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN062864(NAD 83)
 OF0278_MARKER: DB = BENCH MARK DISK
 OF0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0278_STAMPING: C 111 1935
 OF0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0278+STABILITY: SURFACE MOTION
 OF0278
 OF0278  HISTORY     - Date     Condition        Report By
 OF0278  HISTORY     - 1935     MONUMENTED       CGS
 OF0278  HISTORY     - 20010827 MARK NOT FOUND   NGS
 OF0278
 OF0278                          STATION DESCRIPTION
 OF0278
 OF0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OF0278'1.2 MI SW FROM BREWERTON.
 OF0278'1.2 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 OF0278'STATION AT BREWERTON, ONONDAGA COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST
 OF0278'14, 0.2 MILE SOUTHWEST OF A COUNTY-ROAD CROSSING, 87 FEET NORTHEAST
 OF0278'OF THE NORTHEAST CORNER OF A POWERLINE STEEL TOWER, 31 FEET WEST OF
 OF0278'THE WEST RAIL, AND 3.1 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 OF0278'STANDARD DISK, STAMPED C 111 1935 AND SET IN THE TOP OF A CONCRETE
 OF0278'POST PROJECTING 4 INCHES ABOVE GROUND.
 OF0278
 OF0278                          STATION RECOVERY (2001)
 OF0278
 OF0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 OF0278'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OF0278' 
 OF0278' 
 OF0278' 
 OF0278' 
 OF0278'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1497 ***********************************************************************
 NA1497  DESIGNATION -  C 112
 NA1497  PID         -  NA1497
 NA1497  STATE/COUNTY-  NY/CHENANGO
 NA1497  USGS QUAD   -  TYNER (1976)
 NA1497
 NA1497                         *CURRENT SURVEY CONTROL
 NA1497  ___________________________________________________________________
 NA1497* NAD 83(1986)-  42 23 17.     (N)    075 37 31.     (W)     SCALED    
 NA1497* NAVD 88     -       292.333  (meters)     959.10   (feet)  ADJUSTED  
 NA1497  ___________________________________________________________________
 NA1497  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 NA1497  DYNAMIC HT  -         292.231 (meters)     958.76  (feet)  COMP
 NA1497  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 NA1497
 NA1497  VERT ORDER  -  SECOND    CLASS 0
 NA1497
 NA1497.The horizontal coordinates were scaled from a topographic map and have
 NA1497.an estimated accuracy of +/- 6 seconds.
 NA1497
 NA1497.The orthometric height was determined by differential leveling
 NA1497.and adjusted by the National Geodetic Survey in June 1991..
 NA1497
 NA1497.The geoid height was determined by GEOID03.
 NA1497
 NA1497.The dynamic height is computed by dividing the NAVD 88
 NA1497.geopotential number by the normal gravity value computed on the
 NA1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1497.degrees latitude (g = 980.6199 gals.).
 NA1497
 NA1497.The modeled gravity was interpolated from observed gravity values.
 NA1497
 NA1497;                    North         East    Units  Estimated Accuracy
 NA1497;SPC NY C     -   265,640.      328,890.      MT  (+/- 180 meters Scaled)
 NA1497
 NA1497                          SUPERSEDED SURVEY CONTROL
 NA1497
 NA1497.No superseded survey control is available for this station.
 NA1497
 NA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM485930(NAD 83)
 NA1497_MARKER: DB = BENCH MARK DISK
 NA1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1497_STAMPING: C-112--1935
 NA1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1497+STABILITY: SURFACE MOTION
 NA1497
 NA1497  HISTORY     - Date     Condition        Report By
 NA1497  HISTORY     - 1935     MONUMENTED       CGS
 NA1497  HISTORY     - 1945     GOOD             LOCENG
 NA1497
 NA1497                          STATION DESCRIPTION
 NA1497
 NA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1497'AT COVENTRY.
 NA1497'IS LOCATED 198 FT. NORTH OF THE NORTH END OF THE D.L. AND W.
 NA1497'STATION.  84 FT. SOUTH OF THE SOUTHEAST CORNER OF A SMALL CONCRETE AND
 NA1497'STEEL TRESTLE OVER A STREAM.  16.1 FT. EAST OF EAST RAIL.  6.9 FT.
 NA1497'SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY GREEN HOUSE.  TABLET
 NA1497'SET IN TOP OF CONCRETE POST 3 IN. HIGH.  NOTE--DEL., LAC., AND WESTERN
 NA1497'RR HAS BEEN TORN DOWN.
 NA1497
 NA1497                          STATION RECOVERY (1945)
 NA1497
 NA1497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 NA1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1032 ***********************************************************************
 NA1032  DESIGNATION -  C 113
 NA1032  PID         -  NA1032
 NA1032  STATE/COUNTY-  NY/ONEIDA
 NA1032  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1032
 NA1032                         *CURRENT SURVEY CONTROL
 NA1032  ___________________________________________________________________
 NA1032* NAD 83(1986)-  42 52 33.     (N)    075 23 56.     (W)     SCALED    
 NA1032* NAVD 88     -       368.913  (meters)    1210.34   (feet)  ADJUSTED  
 NA1032  ___________________________________________________________________
 NA1032  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA1032  DYNAMIC HT  -         368.797 (meters)    1209.96  (feet)  COMP
 NA1032  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 NA1032
 NA1032  VERT ORDER  -  SECOND    CLASS 0
 NA1032
 NA1032.The horizontal coordinates were scaled from a topographic map and have
 NA1032.an estimated accuracy of +/- 6 seconds.
 NA1032
 NA1032.The orthometric height was determined by differential leveling
 NA1032.and adjusted by the National Geodetic Survey in June 1991..
 NA1032
 NA1032.The geoid height was determined by GEOID03.
 NA1032
 NA1032.The dynamic height is computed by dividing the NAVD 88
 NA1032.geopotential number by the normal gravity value computed on the
 NA1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1032.degrees latitude (g = 980.6199 gals.).
 NA1032
 NA1032.The modeled gravity was interpolated from observed gravity values.
 NA1032
 NA1032;                    North         East    Units  Estimated Accuracy
 NA1032;SPC NY C     -   320,060.      346,770.      MT  (+/- 180 meters Scaled)
 NA1032
 NA1032                          SUPERSEDED SURVEY CONTROL
 NA1032
 NA1032  NGVD 29 (??/??/92)  369.024  (m)         1210.71   (f) ADJ UNCH    2 0
 NA1032
 NA1032.Superseded values are not recommended for survey control.
 NA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1032.See file dsdata.txt to determine how the superseded data were derived.
 NA1032
 NA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN674471(NAD 83)
 NA1032_MARKER: DB = BENCH MARK DISK
 NA1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1032_STAMPING: C-113--1935
 NA1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1032+STABILITY: SURFACE MOTION
 NA1032
 NA1032  HISTORY     - Date     Condition        Report By
 NA1032  HISTORY     - 1935     MONUMENTED       CGS
 NA1032  HISTORY     - 19901016 MARK NOT FOUND   USGS
 NA1032
 NA1032                          STATION DESCRIPTION
 NA1032
 NA1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1032'1.6 MI NE FROM NORTH BROOKFIELD.
 NA1032'C-113 IS LOCATED 1.6 MILES NORTHEAST OF STATION AT NORTH BROOKFIELD.
 NA1032'0.2 OF MILE NORTH OF M.P. 261.  37 FEET NORTHEAST OF CENTERLINE OF A
 NA1032'FARM ROAD CROSSING TRACK.  25 FEET SOUTHEAST OF SOUTHEAST RAIL.  6.5
 NA1032'FEET NORTHEAST OF A TELEGRAPH POLES AND IN LINE WITH POLES.  STANDARD
 NA1032'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 NA1032
 NA1032                          STATION RECOVERY (1990)
 NA1032
 NA1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (KDC)
 NA1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0425 ***********************************************************************
 OE0425  DESIGNATION -  C 114
 OE0425  PID         -  OE0425
 OE0425  STATE/COUNTY-  NY/HERKIMER
 OE0425  USGS QUAD   -  HERKIMER (1943)
 OE0425
 OE0425                         *CURRENT SURVEY CONTROL
 OE0425  ___________________________________________________________________
 OE0425* NAD 83(1986)-  43 21 48.     (N)    074 57 40.     (W)     SCALED    
 OE0425* NAVD 88     -       389.123  (meters)    1276.65   (feet)  ADJUSTED  
 OE0425  ___________________________________________________________________
 OE0425  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 OE0425  DYNAMIC HT  -         389.020 (meters)    1276.31  (feet)  COMP
 OE0425  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 OE0425
 OE0425  VERT ORDER  -  SECOND    CLASS 0
 OE0425
 OE0425.The horizontal coordinates were scaled from a topographic map and have
 OE0425.an estimated accuracy of +/- 6 seconds.
 OE0425
 OE0425.The orthometric height was determined by differential leveling
 OE0425.and adjusted by the National Geodetic Survey in June 1991..
 OE0425
 OE0425.The geoid height was determined by GEOID03.
 OE0425
 OE0425.The dynamic height is computed by dividing the NAVD 88
 OE0425.geopotential number by the normal gravity value computed on the
 OE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0425.degrees latitude (g = 980.6199 gals.).
 OE0425
 OE0425.The modeled gravity was interpolated from observed gravity values.
 OE0425
 OE0425;                    North         East    Units  Estimated Accuracy
 OE0425;SPC NY E     -   503,140.      112,630.      MT  (+/- 180 meters Scaled)
 OE0425
 OE0425                          SUPERSEDED SURVEY CONTROL
 OE0425
 OE0425  NGVD 29 (??/??/92)  389.245  (m)         1277.05   (f) ADJ UNCH    2 0
 OE0425
 OE0425.Superseded values are not recommended for survey control.
 OE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0425.See file dsdata.txt to determine how the superseded data were derived.
 OE0425
 OE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP031011(NAD 83)
 OE0425_MARKER: DB = BENCH MARK DISK
 OE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0425_STAMPING: C-114 1935
 OE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0425+STABILITY: SURFACE MOTION
 OE0425
 OE0425  HISTORY     - Date     Condition        Report By
 OE0425  HISTORY     - 1935     MONUMENTED       CGS
 OE0425  HISTORY     - 1976     MARK NOT FOUND   NGS
 OE0425
 OE0425                          STATION DESCRIPTION
 OE0425
 OE0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0425'3.3 MI NE FROM OHIO.
 OE0425'IS LOCATED 3.3 MILES N.E. OF POST OFFICE AT OHIO, ALONG STATE HIGHWAY
 OE0425'NO. 8.  172.5 FT. EAST OF S.E. CORNER OF RED FARMHOUSE WITH CEDAR
 OE0425'TREES IN FRONT.  120 FT. S.W. OF COUNTY T ROAD TO SOUTHEAST.  25 FT.
 OE0425'N.W. OF CENTERLINE OF HIGHWAY.  3 FT. N.E. OF WIRE FENCE CORNER.
 OE0425'STANDARD TABLET SET IN CONCRETE POST 3 IN. ABOVE GROUND.
 OE0425
 OE0425                          STATION RECOVERY (1976)
 OE0425
 OE0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0244 ***********************************************************************
 PH0244  DESIGNATION -  C 115
 PH0244  PID         -  PH0244
 PH0244  STATE/COUNTY-  NY/FRANKLIN
 PH0244  USGS QUAD   -  
 PH0244
 PH0244                         *CURRENT SURVEY CONTROL
 PH0244  ___________________________________________________________________
 PH0244* NAD 83(1986)-  44 19 51.     (N)    074 07 59.     (W)     SCALED    
 PH0244* NAVD 88     -       471.315  (meters)    1546.31   (feet)  ADJUSTED  
 PH0244  ___________________________________________________________________
 PH0244  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 PH0244  DYNAMIC HT  -         471.234 (meters)    1546.04  (feet)  COMP
 PH0244  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 PH0244
 PH0244  VERT ORDER  -  SECOND    CLASS 0
 PH0244
 PH0244.The horizontal coordinates were scaled from a topographic map and have
 PH0244.an estimated accuracy of +/- 6 seconds.
 PH0244
 PH0244.The orthometric height was determined by differential leveling
 PH0244.and adjusted by the National Geodetic Survey in June 1991..
 PH0244
 PH0244.The geoid height was determined by GEOID03.
 PH0244
 PH0244.The dynamic height is computed by dividing the NAVD 88
 PH0244.geopotential number by the normal gravity value computed on the
 PH0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0244.degrees latitude (g = 980.6199 gals.).
 PH0244
 PH0244.The modeled gravity was interpolated from observed gravity values.
 PH0244
 PH0244;                    North         East    Units  Estimated Accuracy
 PH0244;SPC NY E     -   610,590.      179,260.      MT  (+/- 180 meters Scaled)
 PH0244
 PH0244                          SUPERSEDED SURVEY CONTROL
 PH0244
 PH0244  NGVD 29 (??/??/92)  471.38   (m)         1546.5    (f) COMPUTED    2 0
 PH0244
 PH0244.Superseded values are not recommended for survey control.
 PH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0244.See file dsdata.txt to determine how the superseded data were derived.
 PH0244
 PH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ691089(NAD 83)
 PH0244_MARKER: DB = BENCH MARK DISK
 PH0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0244_STAMPING: C 115 1935
 PH0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0244+STABILITY: SURFACE MOTION
 PH0244
 PH0244  HISTORY     - Date     Condition        Report By
 PH0244  HISTORY     - 1935     MONUMENTED       CGS
 PH0244  HISTORY     - 1955     GOOD             NGS
 PH0244  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 PH0244  HISTORY     - 20041126 MARK NOT FOUND   NGS
 PH0244
 PH0244                          STATION DESCRIPTION
 PH0244
 PH0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PH0244'IN SARANAC LAKE.
 PH0244'ABOUT 0.1 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 PH0244'PASSENGER STATION AT SARANAC LAKE, ABOUT 0.2 MILE SOUTHEAST OF MILE
 PH0244'POST LP 10, 21 1/2 FEET SOUTH OF THE SOUTH RAIL, 84 FEET WEST OF THE
 PH0244'CENTER OF THE CROSSING OF BLOOMINGDALE AVENUE, 70 1/2 FEET EAST OF THE
 PH0244'EAST CURB OF MARGARET STREET, 7 3/4 FEET NORTH OF THE NORTH CURB OF
 PH0244'BLOOMINGDALE AVENUE ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 PH0244'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PH0244
 PH0244                          STATION RECOVERY (1980)
 PH0244
 PH0244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 PH0244'MARK NOT FOUND.
 PH0244
 PH0244                          STATION RECOVERY (2004)
 PH0244
 PH0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 PH0244'DIGING DID NOT REVEAL MARK AT THIS TIME, PROBABLY DUE TO RENOVATIONS
 PH0244'OF NEW PARK AND RAILROAD RECENTLY.  MARK WAS RECOVERED IN GOOD
 PH0244'CONDITION BY THIS PARTY CIRCA 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0894 ***********************************************************************
 PG0894  DESIGNATION -  C 116
 PG0894  PID         -  PG0894
 PG0894  STATE/COUNTY-  NY/ESSEX
 PG0894  USGS QUAD   -  
 PG0894
 PG0894                         *CURRENT SURVEY CONTROL
 PG0894  ___________________________________________________________________
 PG0894* NAD 83(1986)-  44 12 03.     (N)    073 29 10.     (W)     SCALED    
 PG0894* NAVD 88     -       134.629  (meters)     441.70   (feet)  ADJUSTED  
 PG0894  ___________________________________________________________________
 PG0894  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PG0894  DYNAMIC HT  -         134.609 (meters)     441.63  (feet)  COMP
 PG0894  MODELED GRAV-     980,470.5   (mgal)                       NAVD 88
 PG0894
 PG0894  VERT ORDER  -  SECOND    CLASS 0
 PG0894
 PG0894.The horizontal coordinates were scaled from a topographic map and have
 PG0894.an estimated accuracy of +/- 6 seconds.
 PG0894
 PG0894.The orthometric height was determined by differential leveling
 PG0894.and adjusted by the National Geodetic Survey in June 1991..
 PG0894
 PG0894.The geoid height was determined by GEOID03.
 PG0894
 PG0894.The dynamic height is computed by dividing the NAVD 88
 PG0894.geopotential number by the normal gravity value computed on the
 PG0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0894.degrees latitude (g = 980.6199 gals.).
 PG0894
 PG0894.The modeled gravity was interpolated from observed gravity values.
 PG0894
 PG0894;                    North         East    Units  Estimated Accuracy
 PG0894;SPC NY E     -   596,580.      231,040.      MT  (+/- 180 meters Scaled)
 PG0894
 PG0894                          SUPERSEDED SURVEY CONTROL
 PG0894
 PG0894  NGVD 29 (??/??/??)  134.780  (m)          442.19   (f) ADJUSTED    2 0
 PG0894
 PG0894.Superseded values are not recommended for survey control.
 PG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0894.See file dsdata.txt to determine how the superseded data were derived.
 PG0894
 PG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP209952(NAD 83)
 PG0894_MARKER: DB = BENCH MARK DISK
 PG0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0894_STAMPING: C 116 1935
 PG0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0894+STABILITY: SURFACE MOTION
 PG0894
 PG0894  HISTORY     - Date     Condition        Report By
 PG0894  HISTORY     - 1935     MONUMENTED       CGS
 PG0894  HISTORY     - 1973     MARK NOT FOUND   NGS
 PG0894  HISTORY     - 20051007 MARK NOT FOUND   NYDT
 PG0894
 PG0894                          STATION DESCRIPTION
 PG0894
 PG0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0894'2.0 MI NW FROM WESTPORT.
 PG0894'C-116 IS LOCATED 2.0 MILES WEST OF DELAWARE AND HUDSON RAILROAD
 PG0894'STATION AT WESTPORT, 0.3 MILE EAST OF T ROAD NORTH, 38 FEET EAST OF
 PG0894'TELEPHONE POLE, 27 FEET NORTH OF CENTERLINE OF ROAD, AND ON EXTENSION
 PG0894'OF TANGENT OF NORTH EDGE OF ASPHALT HIGHWAY FROM EAST.  STANDARD
 PG0894'TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.  NOTE--THE HIGHWAY
 PG0894'HAS BEEN WIDENED AND MARK MAY HAVE BEEN DESTROYED BY HIGHWAY
 PG0894'CONTRUCTION.
 PG0894
 PG0894                          STATION RECOVERY (2005)
 PG0894
 PG0894'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1012 ***********************************************************************
 OD1012  DESIGNATION -  C 117
 OD1012  PID         -  OD1012
 OD1012  STATE/COUNTY-  NY/WARREN
 OD1012  USGS QUAD   -  CHESTERTOWN (1968)
 OD1012
 OD1012                         *CURRENT SURVEY CONTROL
 OD1012  ___________________________________________________________________
 OD1012* NAD 83(1986)-  43 44 18.     (N)    073 48 45.     (W)     SCALED    
 OD1012* NAVD 88     -       262.320  (meters)     860.63   (feet)  ADJUSTED  
 OD1012  ___________________________________________________________________
 OD1012  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 OD1012  DYNAMIC HT  -         262.271 (meters)     860.47  (feet)  COMP
 OD1012  MODELED GRAV-     980,426.8   (mgal)                       NAVD 88
 OD1012
 OD1012  VERT ORDER  -  SECOND    CLASS 0
 OD1012
 OD1012.The horizontal coordinates were scaled from a topographic map and have
 OD1012.an estimated accuracy of +/- 6 seconds.
 OD1012
 OD1012.The orthometric height was determined by differential leveling
 OD1012.and adjusted by the National Geodetic Survey in June 1991..
 OD1012
 OD1012.The geoid height was determined by GEOID03.
 OD1012
 OD1012.The dynamic height is computed by dividing the NAVD 88
 OD1012.geopotential number by the normal gravity value computed on the
 OD1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD1012.degrees latitude (g = 980.6199 gals.).
 OD1012
 OD1012.The modeled gravity was interpolated from observed gravity values.
 OD1012
 OD1012;                    North         East    Units  Estimated Accuracy
 OD1012;SPC NY E     -   544,920.      205,380.      MT  (+/- 180 meters Scaled)
 OD1012
 OD1012                          SUPERSEDED SURVEY CONTROL
 OD1012
 OD1012  NGVD 29 (??/??/92)  262.435  (m)          861.01   (f) ADJ UNCH    2 0
 OD1012
 OD1012.Superseded values are not recommended for survey control.
 OD1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1012.See file dsdata.txt to determine how the superseded data were derived.
 OD1012
 OD1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP956434(NAD 83)
 OD1012_MARKER: DB = BENCH MARK DISK
 OD1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1012_STAMPING: C 117 1935
 OD1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1012+STABILITY: SURFACE MOTION
 OD1012
 OD1012  HISTORY     - Date     Condition        Report By
 OD1012  HISTORY     - 1935     MONUMENTED       CGS
 OD1012
 OD1012                          STATION DESCRIPTION
 OD1012
 OD1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD1012'1.1 MI NE FROM POTTERSVILLE.
 OD1012'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE JUNCTION OF THE
 OD1012'OLMSTEADVILLE ROAD AT POTTERSVILLE, WARREN COUNTY, ABOUT 175 YARDS
 OD1012'EAST OF A CURVE, 75 FEET EAST OF THE CENTERLINE OF A FARM DRIVE, 28
 OD1012'FEET NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT SOUTH OF A WIRE FENCE.  A
 OD1012'STANDARD DISK, STAMPED C 117 1935 AND SET IN THE TOP OF A CONCRETE
 OD1012'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0543 ***********************************************************************
 OD0543  DESIGNATION -  C 118
 OD0543  PID         -  OD0543
 OD0543  STATE/COUNTY-  NY/ESSEX
 OD0543  USGS QUAD   -  TICONDEROGA (1950)
 OD0543
 OD0543                         *CURRENT SURVEY CONTROL
 OD0543  ___________________________________________________________________
 OD0543* NAD 83(1986)-  43 50 53.     (N)    073 26 05.     (W)     SCALED    
 OD0543* NAVD 88     -        77.145  (meters)     253.10   (feet)  ADJUSTED  
 OD0543  ___________________________________________________________________
 OD0543  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OD0543  DYNAMIC HT  -          77.132 (meters)     253.06  (feet)  COMP
 OD0543  MODELED GRAV-     980,457.0   (mgal)                       NAVD 88
 OD0543
 OD0543  VERT ORDER  -  SECOND    CLASS 0
 OD0543
 OD0543.The horizontal coordinates were scaled from a topographic map and have
 OD0543.an estimated accuracy of +/- 6 seconds.
 OD0543
 OD0543.The orthometric height was determined by differential leveling
 OD0543.and adjusted by the National Geodetic Survey in June 1991..
 OD0543
 OD0543.The geoid height was determined by GEOID03.
 OD0543
 OD0543.The dynamic height is computed by dividing the NAVD 88
 OD0543.geopotential number by the normal gravity value computed on the
 OD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0543.degrees latitude (g = 980.6199 gals.).
 OD0543
 OD0543.The modeled gravity was interpolated from observed gravity values.
 OD0543
 OD0543;                    North         East    Units  Estimated Accuracy
 OD0543;SPC NY E     -   557,430.      235,650.      MT  (+/- 180 meters Scaled)
 OD0543
 OD0543                          SUPERSEDED SURVEY CONTROL
 OD0543
 OD0543  NGVD 29 (??/??/92)   77.302  (m)          253.62   (f) ADJ UNCH    2 0
 OD0543
 OD0543.Superseded values are not recommended for survey control.
 OD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0543.See file dsdata.txt to determine how the superseded data were derived.
 OD0543
 OD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP258561(NAD 83)
 OD0543_MARKER: DB = BENCH MARK DISK
 OD0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0543_STAMPING: C-118--1935
 OD0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0543+STABILITY: SURFACE MOTION
 OD0543
 OD0543  HISTORY     - Date     Condition        Report By
 OD0543  HISTORY     - 1935     MONUMENTED       CGS
 OD0543  HISTORY     - 19941130 MARK NOT FOUND   LOCENG
 OD0543
 OD0543                          STATION DESCRIPTION
 OD0543
 OD0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0543'IN TICONDEROGA.
 OD0543'IS LOCATED AT JUNCTION OF STATE ROADS NO. 8 AND 22 AT TICONDEROGA. 56
 OD0543'FEET WEST OF CENTERLINE OF LORD HOWE ST.  19 FEET WEST OF A STREET
 OD0543'LIGHT POST.  2.9 FEET NORTH OF NORTH EDGE OF STREET SIDE WALK.  1.5
 OD0543'FEET SOUTH OF SOUTH EDGE OF STREET CURB OF MONTCALM STREET (STATE ROAD
 OD0543'NO. 8 ).  STANDARD TABLET SET IN TOP OF CONCRETE POST 1 INCH BELOW
 OD0543'SURFACE.
 OD0543
 OD0543                          STATION RECOVERY (1994)
 OD0543
 OD0543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DRS)
 OD0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0557 ***********************************************************************
 NC0557  DESIGNATION -  C 119
 NC0557  PID         -  NC0557
 NC0557  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0557  USGS QUAD   -  PERRYSBURG (1979)
 NC0557
 NC0557                         *CURRENT SURVEY CONTROL
 NC0557  ___________________________________________________________________
 NC0557* NAD 83(1986)-  42 28 36.     (N)    079 04 51.     (W)     SCALED    
 NC0557* NAVD 88     -       331.186  (meters)    1086.57   (feet)  ADJUSTED  
 NC0557  ___________________________________________________________________
 NC0557  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NC0557  DYNAMIC HT  -         331.075 (meters)    1086.20  (feet)  COMP
 NC0557  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NC0557
 NC0557  VERT ORDER  -  FIRST     CLASS II
 NC0557
 NC0557.The horizontal coordinates were scaled from a topographic map and have
 NC0557.an estimated accuracy of +/- 6 seconds.
 NC0557
 NC0557.The orthometric height was determined by differential leveling
 NC0557.and adjusted by the National Geodetic Survey in November 1993..
 NC0557
 NC0557.The geoid height was determined by GEOID03.
 NC0557
 NC0557.The dynamic height is computed by dividing the NAVD 88
 NC0557.geopotential number by the normal gravity value computed on the
 NC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0557.degrees latitude (g = 980.6199 gals.).
 NC0557
 NC0557.The modeled gravity was interpolated from observed gravity values.
 NC0557
 NC0557;                    North         East    Units  Estimated Accuracy
 NC0557;SPC NY W     -   275,160.      309,090.      MT  (+/- 180 meters Scaled)
 NC0557
 NC0557                          SUPERSEDED SURVEY CONTROL
 NC0557
 NC0557  NAVD 88 (06/15/91)  331.157  (m)         1086.47   (f) UNKNOWN     1 2
 NC0557  NGVD 29 (??/??/92)  331.321  (m)         1087.01   (f) ADJ UNCH    1 2
 NC0557
 NC0557.Superseded values are not recommended for survey control.
 NC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0557.See file dsdata.txt to determine how the superseded data were derived.
 NC0557
 NC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH577044(NAD 83)
 NC0557_MARKER: DB = BENCH MARK DISK
 NC0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0557_SP_SET: CULVERT
 NC0557_STAMPING: C 119 1936
 NC0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0557
 NC0557  HISTORY     - Date     Condition        Report By
 NC0557  HISTORY     - 1936     MONUMENTED       CGS
 NC0557  HISTORY     - 1977     GOOD             LOCSUR
 NC0557  HISTORY     - 19960420 GOOD             USPSQD
 NC0557  HISTORY     - 19970909 GOOD             FA
 NC0557
 NC0557                          STATION DESCRIPTION
 NC0557
 NC0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NC0557'2.1 MI E FROM SMITHS MILLS.
 NC0557'ALONG THE DUNKIRK TO SALAMANCA BRANCH OF THE ERIE RAILROAD, 0.4 MILES
 NC0557'WEST OF MILEPOST JC445, 0.2 MILES WEST OF AN OVERHEAD WOODEN BRIDGE,
 NC0557'55 YARDS WEST OF INTERSECTION  OF CENTER LINE OF FARM ROAD AND THE
 NC0557'RAILROAD, SET ON TOP OF NORTH HEADWALL OF CONCRETE CATTLE PASS NO.
 NC0557'445.35, 1.8 FEET EAST OF THE WEST END OF THE HEADWALL, 5.6 FEET NORTH
 NC0557'OF THE NORTH RAIL, 1 FOOT BELOW THE LEVEL OF THE TRACK.
 NC0557
 NC0557                          STATION RECOVERY (1977)
 NC0557
 NC0557'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NC0557'RECOVERED IN GOOD CONDITION.
 NC0557
 NC0557                          STATION RECOVERY (1996)
 NC0557
 NC0557'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0557'RECOVERED IN GOOD CONDITION.
 NC0557
 NC0557                          STATION RECOVERY (1997)
 NC0557
 NC0557'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 NC0557'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0973 ***********************************************************************
 NC0973  DESIGNATION -  C 12 MCM=ALMA
 NC0973  PID         -  NC0973
 NC0973  STATE/COUNTY-  NY/ALLEGANY
 NC0973  USGS QUAD   -  ALLENTOWN (1976)
 NC0973
 NC0973                         *CURRENT SURVEY CONTROL
 NC0973  ___________________________________________________________________
 NC0973* NAD 83(1996)-  42 02 59.41252(N)    078 00 44.09748(W)     ADJUSTED  
 NC0973* NAVD 88     -       776.50   (+/-2cm)    2547.6    (feet)  VERTCON   
 NC0973  ___________________________________________________________________
 NC0973  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 NC0973  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NC0973
 NC0973  HORZ ORDER  -  FIRST
 NC0973  VERT ORDER  -  THIRD ? (See Below)
 NC0973
 NC0973.The horizontal coordinates were established by classical geodetic methods
 NC0973.and adjusted by the National Geodetic Survey in January 1999..
 NC0973
 NC0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0973.The vertical order pertains to the NGVD 29 superseded value.
 NC0973
 NC0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0973
 NC0973.The geoid height was determined by GEOID03.
 NC0973
 NC0973;                    North         East     Units Scale Factor Converg.
 NC0973;SPC NY W     -   227,786.987   397,274.937   MT  0.99996499   +0 22 57.0
 NC0973;SPC NY W     -   747,331.14  1,303,392.86   sFT  0.99996499   +0 22 57.0
 NC0973;SPC PA N     -   209,173.577   578,289.056   MT  1.00001773   -0 10 24.6
 NC0973;SPC PA N     -   686,263.64  1,897,270.01   sFT  1.00001773   -0 10 24.6
 NC0973;UTM  17      - 4,659,629.523   747,256.946   MT  1.00035233   +2 00 07.7
 NC0973;UTM  18      - 4,659,700.696   250,715.432   MT  1.00036472   -2 01 06.9
 NC0973
 NC0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0973!SPC NY W     -   0.99988320  x   0.99996499  =   0.99984820
 NC0973!SPC PA N     -   0.99988320  x   1.00001773  =   0.99990093
 NC0973!UTM  17      -   0.99988320  x   1.00035233  =   1.00023549
 NC0973!UTM  18      -   0.99988320  x   1.00036472  =   1.00024788
 NC0973
 NC0973:                Primary Azimuth Mark                     Grid Az
 NC0973:SPC NY W     -  WILLING                                  121 22 15.6
 NC0973:SPC PA N     -  WILLING                                  121 55 37.2
 NC0973:UTM  17      -  WILLING                                  119 45 04.9
 NC0973:UTM  18      -  WILLING                                  123 46 19.5
 NC0973
 NC0973|---------------------------------------------------------------------|
 NC0973| PID    Reference Object                     Distance      Geod. Az  |
 NC0973|                                                           dddmmss.s |
 NC0973| NB1948 WILLING                             APPROX. 8.9 KM 1214512.6 |
 NC0973| CZ9642 ALMA RM 4                            25.292 METERS 12208     |
 NC0973| CZ9639 ALMA RM 1                           104.300 METERS 15220     |
 NC0973| NC0974 ALMA ATT MICROWAVE RELAY TOWER      APPROX. 1.0 KM 1540433.7 |
 NC0973| CZ9640 ALMA RM 2                           105.430 METERS 17602     |
 NC0973| NC0971 ALMA MICROWAVE TOWER                371.428 METERS 33136     |
 NC0973| CZ9641 ALMA RM 3                            23.668 METERS 34928     |
 NC0973|---------------------------------------------------------------------|
 NC0973
 NC0973                          SUPERSEDED SURVEY CONTROL
 NC0973
 NC0973  NAD 83(1986)-  42 02 59.41461(N)    078 00 44.09366(W) AD(       ) 1
 NC0973  NAD 27      -  42 02 59.17414(N)    078 00 45.08071(W) AD(       ) 1
 NC0973  NGVD 29 (07/19/86)  776.61   (m)         2547.9    (f) LEVELING    3  
 NC0973
 NC0973.Superseded values are not recommended for survey control.
 NC0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0973.See file dsdata.txt to determine how the superseded data were derived.
 NC0973
 NC0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4725759630(NAD 83)
 NC0973
 NC0973  HISTORY     - Date     Condition        Report By
 NC0973  HISTORY     - 1929     MONUMENTED       CGS
 NC0973  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NC0973  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NC0973  HISTORY     - 20031117 POOR             USPSQD
 NC0973
 NC0973                          STATION DESCRIPTION
 NC0973
 NC0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC0973'STATION ALMA IS THE SAME AS THE U.S.G.S. STATION B.M. 475
 NC0973'N.Y. AND IS ON ALMA HILL ON PROPERTY BELONGING TO JOHN MISLER.
 NC0973'
 NC0973'STATION MARK IS A STANDARD U.S.G.S. BRASS CAP ON TOP OF AN IRON
 NC0973'PIPE PROJECTING 2 FEET ABOVE GROUND.
 NC0973'
 NC0973'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS AS
 NC0973'DESCRIBED IN NOTE 12C.
 NC0973'
 NC0973'REFERENCE MARK NO. 1 IS SE OF STATION IN A LARGE FLAT ROCK TO
 NC0973'THE LEFT OF WAGON ROAD LEADING TO HILLTOP.  REFERENCE MARK NO. 2
 NC0973'IS S OF STATION IN A LARGE FLAT ROCK.
 NC0973'
 NC0973'TO REACH THE STATION FROM WELLSVILLE GO S ON SOUTH BROOKLYN
 NC0973'STREET TO PINE STREET AND TURN W ON PINE STREET, BEARING LEFT ON
 NC0973'DIRT ROAD AT END OF CITY PAVEMENT.  AT A DISTANCE OF 3.5 MILES
 NC0973'FROM SOUTH BROOKLYN STREET TURN LEFT AT A T-ROAD INTERSECTION
 NC0973'AND GO 3.1 MILES TO ANOTHER T-INTERSECTION JUST N OF A
 NC0973'SCHOOLHOUSE.  GO STRAIGHT AHEAD PAST SCHOOLHOUSE TO A POINT
 NC0973'ABOUT 50 YARDS S OF AN OLD HOUSE THAT SETS JUST S OF
 NC0973'SCHOOLHOUSE.  TURN RIGHT ON DIM WAGON ROAD AT THIS POINT AND
 NC0973'FOLLOW 0.2 MILE TO TOP OF HILL.  THERE IS A 4- OR 5-ACRE
 NC0973'CLEARING ON THE HILLTOP WITH HEAVY WOODS ON ALL SIDES.  THE
 NC0973'STATION IS NOT ON THE HIGHEST PART OF THE HILL BUT IS BACK IN
 NC0973'THE TIMBER ABOUT 50 YARDS FROM THE N SIDE OF THE CLEARING.  A
 NC0973'ROAD HAS BEEN CLEARED THROUGH THE TIMBER TO THE STATION AND
 NC0973'AFFORDS AN EASY MEANS OF LOCATING THE MARK.
 NC0973'
 NC0973'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 NC0973
 NC0973                          STATION RECOVERY (1967)
 NC0973
 NC0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 NC0973'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 NC0973'GOOD CONDITION.  NO MEASUREMENTS WERE MADE FROM THE STATION MARK
 NC0973'TO REFERENCE MARKS NO.1 AND 2 AND NO MEASUREMENTS WERE MADE
 NC0973'BETWEEN THE REFERENCE MARKS DUE TO TREES ON LINE.  REFERENCE
 NC0973'MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW
 NC0973'DESCRIPTION FOLLOWS.
 NC0973'
 NC0973'THE STATION IS LOCATED ON PROPERTY OWNED BY FLORENCE C. WOEFEL,
 NC0973'ABOUT 6 MILES SOUTH-SOUTHWEST OF WELLSVILLE, 3-1/2 MILES SOUTHEAST
 NC0973'OF ALLENTOWN AND 3-1/2 MILES NORTH OF THE NEW YORK-PENNSYLVANIA
 NC0973'STATE LINE.
 NC0973'
 NC0973'TO REACH THE STATION FROM THE INTERSECTION OF S. MAIN STREET AND
 NC0973'W. STATE STREET IN WELLSVILLE, GO WEST ON W. STATE STREET FOR
 NC0973'0.3 MILE TO THE INTERSECTION OF W. STATE STREET AND S. BROOKLYN
 NC0973'AVENUE.  TURN LEFT, SOUTH, ON S. BROOKLYN AVENUE AND GO 0.15 MILE
 NC0973'TO PINE STREET.  TURN RIGHT, WEST, ON PINE STREET AND GO 0.35
 NC0973'MILE TO HIGHLAND AVENUE.  BEAR LEFT ON A PAVED ROAD AND GO 2.1
 NC0973'MILES TO A SIDE ROAD ON THE LEFT, HANCHETT ROAD.  CONTINUE
 NC0973'STRAIGHT AHEAD AND GO 0.9 MILE TO A SIDE ROAD ON THE LEFT,
 NC0973'BELLAMY ROAD.  TURN LEFT AND GO 0.95 MILE IN A SOUTHERLY
 NC0973'DIRECTION TO A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT
 NC0973'AHEAD FOR 0.4 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD FOR 1.5
 NC0973'MILES TO A SIDE ROAD ON THE LEFT, FORD BROOK-S. BR, WITH A
 NC0973'WHITE HOUSE IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 NC0973'KEEP STRAIGHT AHEAD, SOUTH, ON ALMA HILL ROAD FOR 0.15 MILE TO A
 NC0973'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A DIRT ROAD
 NC0973'FOR 0.1 MILE TO SOME PUMPING CABLES ACROSS THE ROAD.  TURN
 NC0973'RIGHT, ON A DIM TRACK ROAD AND GO 0.05 MILE TO AN OLD PUMPING
 NC0973'STATION AND THE STATION AS DESCRIBED.
 NC0973'
 NC0973'THE STATION MARK IS A U.S.G.S. B.M. DISK STAMPED C 12 2548 MCM
 NC0973'1923, ATTACHED TO A 4-INCH IRON PIPE WHICH PROJECTS 12-INCHES
 NC0973'ABOVE THE GROUND.  IT IS 139 FEET WEST-NORTHWEST OF THE NORTHWEST
 NC0973'CORNER OF THE PUMPING STATION BUILDING, 18 FEET SOUTH OF A 36-INCH
 NC0973'BEECH TREE AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 NC0973'
 NC0973'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ALMA USGS NO 1
 NC0973'1929, CEMENTED IN A DRILL HOLE IN THE NORTH EDGE OF A 4 BY 6 FOOT
 NC0973'FLAT BOULDER WHICH PROJECTS 12-INCHES ABOVE THE GROUND.  IT IS
 NC0973'30 FEET NORTH OF A FOUR TRUNKED MAPLE TREE, 20 FEET SOUTH OF A
 NC0973'DIM WOODS TRAIL AND 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 NC0973'POST.  NOTE 12C
 NC0973'
 NC0973'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ALMA USGS NO 2
 NC0973'1929, CEMENTED IN A DRILL HOLE IN THE NORTH ONE QUARTER SECTION
 NC0973'OF A 54 BY 25 INCH BOULDER WHICH PROJECTS 15 INCHES ABOVE THE
 NC0973'GROUND.  IT IS 98 FEET SOUTHEAST OF A DIM WOODS TRAIL AND 3 FEET
 NC0973'NORTH OF A METAL WITNESS POST.  NOTE 12C
 NC0973'
 NC0973'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALMA USGS 1929 NO
 NC0973'3 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NC0973'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 76.4 FEET NORTH
 NC0973'OF THE METAL WITNESS POST, 73 FEET NORTH-NORTHWEST OF THE 36-INCH
 NC0973'BEECH TREE AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.  NOTE
 NC0973'11B
 NC0973'
 NC0973'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ALMA USGS 1929 NO
 NC0973'4 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NC0973'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 62 FEET
 NC0973'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE PUMPING STATION
 NC0973'BUILDING, 61 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING
 NC0973'AND 11 FEET EAST OF A 30-INCH WILD CHERRY TREE.  NOTE 11B
 NC0973'
 NC0973'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 NC0973'
 NC0973'HEIGHT OF LIGHT ABOVE STATION MARK 99.9 FEET.
 NC0973
 NC0973                          STATION RECOVERY (1974)
 NC0973
 NC0973'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NC0973'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW IS COMPLETELY
 NC0973'BLOCKED BY HEAVY BRUSH AND LIGHT WOODS.  STATION IS ON PROPERTY
 NC0973'OF FLORENCE C. WOEFEL.
 NC0973'
 NC0973'STATION MARK IS A USGS BM DISK STAMPED C 12 2548 MCM 1923,
 NC0973'ATTACHED TO A 4 INCH IRON PIPE PROJECTING 18 INCHES.  IT IS 2 FEET
 NC0973'SOUTHWEST OF A METAL WITNESS POST.
 NC0973'
 NC0973'RM NO. 1 IS A STANDARD DISK STAMPED ALMA USGS NO 1 1929, CEMENTED
 NC0973'IN A DRILL HOLE IN A 4 X 6-FOOT FLAT BOULDER PROJECTING 12 INCHES.
 NC0973'
 NC0973'RM NO. 2 IS A STANDARD DISK STAMPED ALMA USGS NO 2 1929, CEMENTED
 NC0973'IN A DRILL HOLE IN A 24 X 54-INCH BOULDER PROJECTING 15
 NC0973'INCHES.  IT IS 3 FEET NORTH OF A METAL WITNESS POST.
 NC0973'
 NC0973'RM NO. 3 IS A STANDARD DISK STAMPED ALMA USGS 1929 NO 3 1967,
 NC0973'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT PROJECTING
 NC0973'8 INCHES.  IT IS 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 NC0973'
 NC0973'RM NO. 4 IS A STANDARD DISK STAMPED ALMA USGS 1929 NO 4 1967,
 NC0973'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT PROJECTING
 NC0973'2 INCHES.
 NC0973'
 NC0973'TO REACH STATION FROM ALMA, GO NORTHEAST ON ALMA HILL RD. FOR
 NC0973'4.0 MILES TO SIDE ROAD LEFT, 0.2 MILE BEFORE JUNCTION OF FORD
 NC0973'BROOK RD.  GO LEFT ON TRACK ROAD 0.15 MILE TO STATION.
 NC0973
 NC0973                          STATION RECOVERY (2003)
 NC0973
 NC0973'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0973'STATION MARK POST LEANS SEVERAL INCHES TO THE NORTH. RM 1 RM 2 RM 3
 NC0973'AND RM 4 FOUND GOOD. VIEW FROM  STATION IS BLOCKED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0186 ***********************************************************************
 NC0186  DESIGNATION -  C 120
 NC0186  PID         -  NC0186
 NC0186  STATE/COUNTY-  NY/CATTARAUGUS
 NC0186  USGS QUAD   -  SALAMANCA (1961)
 NC0186
 NC0186                         *CURRENT SURVEY CONTROL
 NC0186  ___________________________________________________________________
 NC0186* NAD 83(1986)-  42 09 25.     (N)    078 42 06.     (W)     SCALED    
 NC0186* NAVD 88     -       425.052  (meters)    1394.52   (feet)  ADJUSTED  
 NC0186  ___________________________________________________________________
 NC0186  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 NC0186  DYNAMIC HT  -         424.888 (meters)    1393.99  (feet)  COMP
 NC0186  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 NC0186
 NC0186  VERT ORDER  -  FIRST     CLASS I
 NC0186
 NC0186.The horizontal coordinates were scaled from a topographic map and have
 NC0186.an estimated accuracy of +/- 6 seconds.
 NC0186
 NC0186.The orthometric height was determined by differential leveling
 NC0186.and adjusted by the National Geodetic Survey in June 1991..
 NC0186.WARNING-Repeat measurements at this control monument indicate possible
 NC0186.vertical movement.
 NC0186
 NC0186.The geoid height was determined by GEOID03.
 NC0186
 NC0186.The dynamic height is computed by dividing the NAVD 88
 NC0186.geopotential number by the normal gravity value computed on the
 NC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0186.degrees latitude (g = 980.6199 gals.).
 NC0186
 NC0186.The modeled gravity was interpolated from observed gravity values.
 NC0186
 NC0186;                    North         East    Units  Estimated Accuracy
 NC0186;SPC NY W     -   239,530.      340,220.      MT  (+/- 180 meters Scaled)
 NC0186
 NC0186                          SUPERSEDED SURVEY CONTROL
 NC0186
 NC0186  NGVD 29 (??/??/92)  425.197  (m)         1395.00   (f) ADJ UNCH    1 1
 NC0186
 NC0186.Superseded values are not recommended for survey control.
 NC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0186.See file dsdata.txt to determine how the superseded data were derived.
 NC0186
 NC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG898697(NAD 83)
 NC0186_MARKER: DB = BENCH MARK DISK
 NC0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0186_SP_SET: OVERPASS
 NC0186_STAMPING: C 120 1936
 NC0186_MARK LOGO: CGS   
 NC0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0186+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 NC0186
 NC0186  HISTORY     - Date     Condition        Report By
 NC0186  HISTORY     - 1936     MONUMENTED       CGS
 NC0186  HISTORY     - 1967     GOOD             NGS
 NC0186  HISTORY     - 1968     GOOD             NGS
 NC0186  HISTORY     - 1983     GOOD             NGS
 NC0186  HISTORY     - 20020507 GOOD             USPSQD
 NC0186  HISTORY     - 20040422 GOOD             DLB
 NC0186  HISTORY     - 20060510 GOOD             INDIV
 NC0186
 NC0186                          STATION DESCRIPTION
 NC0186
 NC0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0186'0.8 MI E FROM SALAMANCA.
 NC0186'ABOUT 0.8 MILE EAST ALONG THE ERIE RAILROAD FROM THE PASSENGER STATION
 NC0186'AT SALAMANCA, 0.1 MILE EAST OF MILEPOST 412, SET ON THE TOP OF THE
 NC0186'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE OVERPASS OVER
 NC0186'STATE HIGHWAY 17 (WILDWOOD AVENUE), 6.5 FEET SOUTHWEST OF THE
 NC0186'SOUTHWEST RAIL OF THE EASTBOUND MAIN TRACK, 4.8 FEET NORTHWEST OF THE
 NC0186'NORTHWEST END OF THE SOUTHWEST STEEL GIRDER OF THE OVERPASS AND 2 1/2
 NC0186'FEET BELOW THE LEVEL OF THE TRACK.
 NC0186
 NC0186                          STATION RECOVERY (1968)
 NC0186
 NC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NC0186'RECOVERED IN GOOD CONDITION.
 NC0186
 NC0186                          STATION RECOVERY (1983)
 NC0186
 NC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0186'RECOVERED IN GOOD CONDITION.
 NC0186
 NC0186                          STATION RECOVERY (2002)
 NC0186
 NC0186'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0186'RECOVERED IN GOOD CONDITION.
 NC0186
 NC0186                          STATION RECOVERY (2004)
 NC0186
 NC0186'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2004 (DLB)
 NC0186'RECOVERED ON THE RAILROAD BRIDGE OVER WILDWOOD AVENUE, SALAMANCA
 NC0186'BRIDGE AT HANDHELD GPS 42 09 25.4, 078 42 05.1
 NC0186' 
 NC0186'ABUTMENT CONCRETE IS SPALLING, BUT THE MONUMENT APPEARS TO BE STABLE
 NC0186
 NC0186                          STATION RECOVERY (2006)
 NC0186
 NC0186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PJF)
 NC0186'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0318 ***********************************************************************
 OF0318  DESIGNATION -  C 121
 OF0318  PID         -  OF0318
 OF0318  STATE/COUNTY-  NY/OSWEGO
 OF0318  USGS QUAD   -  OSWEGO EAST (1978)
 OF0318
 OF0318                         *CURRENT SURVEY CONTROL
 OF0318  ___________________________________________________________________
 OF0318* NAD 83(1986)-  43 22 44.     (N)    076 26 41.     (W)     SCALED    
 OF0318* NAVD 88     -       108.600  (meters)     356.30   (feet)  ADJUSTED  
 OF0318  ___________________________________________________________________
 OF0318  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OF0318  DYNAMIC HT  -         108.576 (meters)     356.22  (feet)  COMP
 OF0318  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OF0318
 OF0318  VERT ORDER  -  FIRST     CLASS I
 OF0318
 OF0318.The horizontal coordinates were scaled from a topographic map and have
 OF0318.an estimated accuracy of +/- 6 seconds.
 OF0318
 OF0318.The orthometric height was determined by differential leveling
 OF0318.and adjusted by the National Geodetic Survey in June 1991..
 OF0318
 OF0318.The geoid height was determined by GEOID03.
 OF0318
 OF0318.The dynamic height is computed by dividing the NAVD 88
 OF0318.geopotential number by the normal gravity value computed on the
 OF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0318.degrees latitude (g = 980.6199 gals.).
 OF0318
 OF0318.The modeled gravity was interpolated from observed gravity values.
 OF0318
 OF0318;                    North         East    Units  Estimated Accuracy
 OF0318;SPC NY C     -   375,270.      261,230.      MT  (+/- 180 meters Scaled)
 OF0318
 OF0318                          SUPERSEDED SURVEY CONTROL
 OF0318
 OF0318  NGVD 29 (??/??/92)  108.799  (m)          356.95   (f) ADJ UNCH    1 1
 OF0318
 OF0318.Superseded values are not recommended for survey control.
 OF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0318.See file dsdata.txt to determine how the superseded data were derived.
 OF0318
 OF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP829039(NAD 83)
 OF0318_MARKER: DB = BENCH MARK DISK
 OF0318_SETTING: 0 = UNSPECIFIED SETTING
 OF0318_STAMPING: C 121 1941
 OF0318_MARK LOGO: CGS   
 OF0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0318
 OF0318  HISTORY     - Date     Condition        Report By
 OF0318  HISTORY     - 1941     MONUMENTED       CGS
 OF0318  HISTORY     - 1975     GOOD             NGS
 OF0318  HISTORY     - 1982     GOOD             NGS
 OF0318
 OF0318                          STATION DESCRIPTION
 OF0318
 OF0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0318'6.95 MI S FROM OSWEGO.
 OF0318'2.50 MILES SOUTH ALONG STATE HWY. 57 FROM THE JUNCTION OF U.S. HWY.
 OF0318'104 (E. BRIDGE ST.), THENCE 4.45 MILES SOUTH ALONG COUNTY ROAD 57,
 OF0318'ON THE NORTHWEST PART OF THE LAWN ON THE GARDNER RESIDENCE, 62.0
 OF0318'FT. SOUTHWEST OF THE NORTHWEST CORNER OF THE ONE STORY HOUSE, 27.8
 OF0318'FT. NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 57, 3.6 FT. SOUTH
 OF0318'OF THE SOUTH CORNER OF STONE GARAGE, SET ABOUT LEVEL WITH THE
 OF0318'GROUND.
 OF0318
 OF0318                          STATION RECOVERY (1982)
 OF0318
 OF0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0318'RECOVERED IN GOOD CONDITION.
 OF0318'THE MARK IS 0.75 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0348 ***********************************************************************
 OF0348  DESIGNATION -  C 122
 OF0348  PID         -  OF0348
 OF0348  STATE/COUNTY-  NY/OSWEGO
 OF0348  USGS QUAD   -  MALLORY (1978)
 OF0348
 OF0348                         *CURRENT SURVEY CONTROL
 OF0348  ___________________________________________________________________
 OF0348* NAD 83(1986)-  43 15 14.     (N)    076 00 50.     (W)     SCALED    
 OF0348* NAVD 88     -       124.239  (meters)     407.61   (feet)  ADJUSTED  
 OF0348  ___________________________________________________________________
 OF0348  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OF0348  DYNAMIC HT  -         124.210 (meters)     407.51  (feet)  COMP
 OF0348  MODELED GRAV-     980,390.2   (mgal)                       NAVD 88
 OF0348
 OF0348  VERT ORDER  -  FIRST     CLASS II
 OF0348
 OF0348.The horizontal coordinates were scaled from a topographic map and have
 OF0348.an estimated accuracy of +/- 6 seconds.
 OF0348
 OF0348.The orthometric height was determined by differential leveling
 OF0348.and adjusted by the National Geodetic Survey in June 1991..
 OF0348
 OF0348.The geoid height was determined by GEOID03.
 OF0348
 OF0348.The dynamic height is computed by dividing the NAVD 88
 OF0348.geopotential number by the normal gravity value computed on the
 OF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0348.degrees latitude (g = 980.6199 gals.).
 OF0348
 OF0348.The modeled gravity was interpolated from observed gravity values.
 OF0348
 OF0348;                    North         East    Units  Estimated Accuracy
 OF0348;SPC NY C     -   361,530.      296,240.      MT  (+/- 180 meters Scaled)
 OF0348
 OF0348                          SUPERSEDED SURVEY CONTROL
 OF0348
 OF0348  NGVD 29 (??/??/92)  124.430  (m)          408.23   (f) ADJ UNCH    1 2
 OF0348
 OF0348.Superseded values are not recommended for survey control.
 OF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0348.See file dsdata.txt to determine how the superseded data were derived.
 OF0348
 OF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN177895(NAD 83)
 OF0348_MARKER: DB = BENCH MARK DISK
 OF0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0348_SP_SET: CULVERT
 OF0348_STAMPING: C 122 1941
 OF0348_MARK LOGO: CGS   
 OF0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0348
 OF0348  HISTORY     - Date     Condition        Report By
 OF0348  HISTORY     - 1941     MONUMENTED       CGS
 OF0348  HISTORY     - 1942     GOOD             NGS
 OF0348  HISTORY     - 1982     GOOD             NGS
 OF0348
 OF0348                          STATION DESCRIPTION
 OF0348
 OF0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0348'0.6 MI W FROM CONSTANTIA.
 OF0348'0.6 MILE WEST ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD
 OF0348'(NOW ABANDONED) FROM THE STATION AT CONSTANTIA, OSWEGO COUNTY, ABOUT
 OF0348'140 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 OF0348'39, 85 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET EAST OF
 OF0348'THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE HIGHWAY CULVERT, AND
 OF0348'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL. A STANDARD DISK,
 OF0348'STAMPED C 122 1941.
 OF0348
 OF0348                          STATION RECOVERY (1982)
 OF0348
 OF0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0348'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OF0348'1.6 KM (1.0 MI) WEST ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 OF0348'LINIMENT STREET IN CONSTANTIA, TO THE MARK ON THE RIGHT, IN TOP OF THE
 OF0348'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT UNDER
 OF0348'THE HIGHWAY, 5.64 METERS (18.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 OF0348'HIGHWAY, 4.42 METERS (14.5 FT) SOUTH OF UTILITY POLE NUMBER 73,
 OF0348'0.21 METER (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 OF0348'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0952 ***********************************************************************
 OE0952  DESIGNATION -  C 123
 OE0952  PID         -  OE0952
 OE0952  STATE/COUNTY-  NY/ONEIDA
 OE0952  USGS QUAD   -  VERONA (1955)
 OE0952
 OE0952                         *CURRENT SURVEY CONTROL
 OE0952  ___________________________________________________________________
 OE0952* NAD 83(1986)-  43 12 20.     (N)    075 35 15.     (W)     SCALED    
 OE0952* NAVD 88     -       131.222  (meters)     430.52   (feet)  ADJUSTED  
 OE0952  ___________________________________________________________________
 OE0952  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 OE0952  DYNAMIC HT  -         131.191 (meters)     430.42  (feet)  COMP
 OE0952  MODELED GRAV-     980,381.2   (mgal)                       NAVD 88
 OE0952
 OE0952  VERT ORDER  -  FIRST     CLASS II
 OE0952
 OE0952.The horizontal coordinates were scaled from a topographic map and have
 OE0952.an estimated accuracy of +/- 6 seconds.
 OE0952
 OE0952.The orthometric height was determined by differential leveling
 OE0952.and adjusted by the National Geodetic Survey in June 1991..
 OE0952
 OE0952.The geoid height was determined by GEOID03.
 OE0952
 OE0952.The dynamic height is computed by dividing the NAVD 88
 OE0952.geopotential number by the normal gravity value computed on the
 OE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0952.degrees latitude (g = 980.6199 gals.).
 OE0952
 OE0952.The modeled gravity was interpolated from observed gravity values.
 OE0952
 OE0952;                    North         East    Units  Estimated Accuracy
 OE0952;SPC NY C     -   356,490.      330,930.      MT  (+/- 180 meters Scaled)
 OE0952
 OE0952                          SUPERSEDED SURVEY CONTROL
 OE0952
 OE0952  NGVD 29 (??/??/92)  131.394  (m)          431.08   (f) ADJ UNCH    1 2
 OE0952
 OE0952.Superseded values are not recommended for survey control.
 OE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0952.See file dsdata.txt to determine how the superseded data were derived.
 OE0952
 OE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN522838(NAD 83)
 OE0952_MARKER: DB = BENCH MARK DISK
 OE0952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0952_SP_SET: BRIDGE
 OE0952_STAMPING: C 123 1941
 OE0952_MARK LOGO: CGS   
 OE0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0952
 OE0952  HISTORY     - Date     Condition        Report By
 OE0952  HISTORY     - 1941     MONUMENTED       CGS
 OE0952  HISTORY     - 1982     GOOD             NGS
 OE0952
 OE0952                          STATION DESCRIPTION
 OE0952
 OE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OE0952'IN NEW LONDON.
 OE0952'AT NEW LONDON, ONEIDA COUNTY, JUST SOUTH OF THE JUNCTION OF STATE
 OE0952'HIGHWAY 46 AND A TAR-PAVED ROAD CROSSING THE BARGE CANAL AND LEADING
 OE0952'SOUTH TO CHURCHVILLE, AT THE BRIDGE OVER THE OLD ERIE CANAL, AND IN
 OE0952'THE NORTHWEST ABUTMENT OF THE WEST END.  A STANDARD DISK, STAMPED C
 OE0952'123 1941.
 OE0952
 OE0952                          STATION RECOVERY (1982)
 OE0952
 OE0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0977 ***********************************************************************
 NA0977  DESIGNATION -  C 124
 NA0977  PID         -  NA0977
 NA0977  STATE/COUNTY-  NY/ONEIDA
 NA0977  USGS QUAD   -  WEST WINFIELD (1981)
 NA0977
 NA0977                         *CURRENT SURVEY CONTROL
 NA0977  ___________________________________________________________________
 NA0977* NAD 83(1986)-  42 54 20.     (N)    075 14 55.     (W)     SCALED    
 NA0977* NAVD 88     -       376.406  (meters)    1234.93   (feet)  ADJUSTED  
 NA0977  ___________________________________________________________________
 NA0977  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 NA0977  DYNAMIC HT  -         376.288 (meters)    1234.54  (feet)  COMP
 NA0977  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NA0977
 NA0977  VERT ORDER  -  FIRST     CLASS II
 NA0977
 NA0977.The horizontal coordinates were scaled from a topographic map and have
 NA0977.an estimated accuracy of +/- 6 seconds.
 NA0977
 NA0977.The orthometric height was determined by differential leveling
 NA0977.and adjusted by the National Geodetic Survey in June 1991..
 NA0977
 NA0977.The geoid height was determined by GEOID03.
 NA0977
 NA0977.The dynamic height is computed by dividing the NAVD 88
 NA0977.geopotential number by the normal gravity value computed on the
 NA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0977.degrees latitude (g = 980.6199 gals.).
 NA0977
 NA0977.The modeled gravity was interpolated from observed gravity values.
 NA0977
 NA0977;                    North         East    Units  Estimated Accuracy
 NA0977;SPC NY C     -   323,540.      359,000.      MT  (+/- 180 meters Scaled)
 NA0977
 NA0977                          SUPERSEDED SURVEY CONTROL
 NA0977
 NA0977  NGVD 29 (??/??/92)  376.526  (m)         1235.32   (f) ADJ UNCH    1 2
 NA0977
 NA0977.Superseded values are not recommended for survey control.
 NA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0977.See file dsdata.txt to determine how the superseded data were derived.
 NA0977
 NA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN797503(NAD 83)
 NA0977_MARKER: DB = BENCH MARK DISK
 NA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0977_STAMPING: C 124 1941
 NA0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0977+STABILITY: SURFACE MOTION
 NA0977
 NA0977  HISTORY     - Date     Condition        Report By
 NA0977  HISTORY     - 1941     MONUMENTED       CGS
 NA0977  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0977  HISTORY     - 19900701 MARK NOT FOUND   USGS
 NA0977
 NA0977                          STATION DESCRIPTION
 NA0977
 NA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA0977'1.1 MI S FROM NORTH BRIDGEWATER.
 NA0977'THIS MARK IS ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD, 1.1
 NA0977'MILES SOUTH OF NORTH BRIDGEWATER, ONEIDA COUNTY, 495 FEET SOUTH OF
 NA0977'MILEPOST NUMBER 276, ABOUT 200 YARDS WEST OF A GRAVE YARD, 32.3 FEET
 NA0977'WEST OF THE WEST RAIL OF THE TRACK, 65 FEET SOUTHWEST OF A TAR PAVED
 NA0977'ROAD CROSSING, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, JUST
 NA0977'NORTHEAST OF A CORNER FENCE POST, SET, IN THE TOP OF A CONCRETE POST,
 NA0977'ABOUT 1.6 FEET LOWER THAN THE RAIL.
 NA0977
 NA0977                          STATION RECOVERY (1982)
 NA0977
 NA0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0977'NOT RECOVERED, MARK LOCATION IS NOW A PLOWED FIELD.
 NA0977
 NA0977                          STATION RECOVERY (1990)
 NA0977
 NA0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RRB)
 NA0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1004 ***********************************************************************
 NA1004  DESIGNATION -  C 125
 NA1004  PID         -  NA1004
 NA1004  STATE/COUNTY-  NY/CHENANGO
 NA1004  USGS QUAD   -  NEW BERLIN SOUTH (1994)
 NA1004
 NA1004                         *CURRENT SURVEY CONTROL
 NA1004  ___________________________________________________________________
 NA1004* NAD 83(1986)-  42 33 46.     (N)    075 21 27.     (W)     SCALED    
 NA1004* NAVD 88     -       326.802  (meters)    1072.18   (feet)  ADJUSTED  
 NA1004  ___________________________________________________________________
 NA1004  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NA1004  DYNAMIC HT  -         326.690 (meters)    1071.82  (feet)  COMP
 NA1004  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 NA1004
 NA1004  VERT ORDER  -  FIRST     CLASS II
 NA1004
 NA1004.The horizontal coordinates were scaled from a topographic map and have
 NA1004.an estimated accuracy of +/- 6 seconds.
 NA1004
 NA1004.The orthometric height was determined by differential leveling
 NA1004.and adjusted by the National Geodetic Survey in June 1991..
 NA1004
 NA1004.The geoid height was determined by GEOID03.
 NA1004
 NA1004.The dynamic height is computed by dividing the NAVD 88
 NA1004.geopotential number by the normal gravity value computed on the
 NA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1004.degrees latitude (g = 980.6199 gals.).
 NA1004
 NA1004.The modeled gravity was interpolated from observed gravity values.
 NA1004
 NA1004;                    North         East    Units  Estimated Accuracy
 NA1004;SPC NY C     -   285,330.      350,660.      MT  (+/- 180 meters Scaled)
 NA1004
 NA1004                          SUPERSEDED SURVEY CONTROL
 NA1004
 NA1004  NGVD 29 (??/??/92)  326.911  (m)         1072.54   (f) ADJ UNCH    1 2
 NA1004
 NA1004.Superseded values are not recommended for survey control.
 NA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1004.See file dsdata.txt to determine how the superseded data were derived.
 NA1004
 NA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN706123(NAD 83)
 NA1004_MARKER: DB = BENCH MARK DISK
 NA1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1004_STAMPING: C 125 1941
 NA1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1004+STABILITY: SURFACE MOTION
 NA1004
 NA1004  HISTORY     - Date     Condition        Report By
 NA1004  HISTORY     - 1941     MONUMENTED       CGS
 NA1004  HISTORY     - 1976     MARK NOT FOUND   NGS
 NA1004  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1004
 NA1004                          STATION DESCRIPTION
 NA1004
 NA1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1004'2.7 MI N FROM SOUTH NEW BERLIN.
 NA1004'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 2.7
 NA1004'MILES NORTH OF SOUTH NEW BERLIN, CHENANGO COUNTY, 144 FEET NORTHWEST
 NA1004'OF A DIRT ROAD CROSSING, KNOWN AS THE DAVIS CROSSING, 132 FEET NORTH
 NA1004'OF THE CENTER LINE OF THE ROAD, 29.2 FEET WEST OF THE WEST RAIL OF
 NA1004'THE TRACK, 9 FEET EAST OF A FENCE ROW, SET IN THE TOP OF A CONCRETE
 NA1004'POST ABOUT FLUSH WITH THE GROUND.
 NA1004
 NA1004                          STATION RECOVERY (1976)
 NA1004
 NA1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1004'MARK NOT FOUND.
 NA1004
 NA1004                          STATION RECOVERY (1982)
 NA1004
 NA1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1004'NOT RECOVERED, NEW STATE HIGHWAY 8 IS ALONG OLD RAILROAD BED AT TIMES,
 NA1004'DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1244 ***********************************************************************
 NA1244  DESIGNATION -  C 126
 NA1244  PID         -  NA1244
 NA1244  STATE/COUNTY-  NY/DELAWARE
 NA1244  USGS QUAD   -  UNADILLA (1982)
 NA1244
 NA1244                         *CURRENT SURVEY CONTROL
 NA1244  ___________________________________________________________________
 NA1244* NAD 83(1986)-  42 17 56.     (N)    075 18 59.     (W)     SCALED    
 NA1244* NAVD 88     -       377.270  (meters)    1237.76   (feet)  ADJUSTED  
 NA1244  ___________________________________________________________________
 NA1244  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NA1244  DYNAMIC HT  -         377.132 (meters)    1237.31  (feet)  COMP
 NA1244  MODELED GRAV-     980,246.4   (mgal)                       NAVD 88
 NA1244
 NA1244  VERT ORDER  -  FIRST     CLASS II
 NA1244
 NA1244.The horizontal coordinates were scaled from a topographic map and have
 NA1244.an estimated accuracy of +/- 6 seconds.
 NA1244
 NA1244.The orthometric height was determined by differential leveling
 NA1244.and adjusted by the National Geodetic Survey in June 1991..
 NA1244
 NA1244.The geoid height was determined by GEOID03.
 NA1244
 NA1244.The dynamic height is computed by dividing the NAVD 88
 NA1244.geopotential number by the normal gravity value computed on the
 NA1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1244.degrees latitude (g = 980.6199 gals.).
 NA1244
 NA1244.The modeled gravity was interpolated from observed gravity values.
 NA1244
 NA1244;                    North         East    Units  Estimated Accuracy
 NA1244;SPC NY E     -   385,120.       82,690.      MT  (+/- 180 meters Scaled)
 NA1244
 NA1244                          SUPERSEDED SURVEY CONTROL
 NA1244
 NA1244  NGVD 29 (??/??/92)  377.389  (m)         1238.15   (f) ADJ UNCH    1 2
 NA1244
 NA1244.Superseded values are not recommended for survey control.
 NA1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1244.See file dsdata.txt to determine how the superseded data were derived.
 NA1244
 NA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM739830(NAD 83)
 NA1244_MARKER: DB = BENCH MARK DISK
 NA1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1244_STAMPING: C 126 1941
 NA1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1244+STABILITY: SURFACE MOTION
 NA1244
 NA1244  HISTORY     - Date     Condition        Report By
 NA1244  HISTORY     - 1941     MONUMENTED       CGS
 NA1244
 NA1244                          STATION DESCRIPTION
 NA1244
 NA1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1244'AT YOUNGS.
 NA1244'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, AT THE
 NA1244'STATION IN YOUNGS, DELAWARE COUNTY, 5.6 FEET EAST OF THE SOUTHEAST
 NA1244'CORNER OF THE STATION, 14.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 NA1244'TRACK, IN LINE WITH THE SOUTH FACE OF THE STATION, AND IS SET IN THE
 NA1244'TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE THE SURFACE
 NA1244'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1271 ***********************************************************************
 NA1271  DESIGNATION -  C 127
 NA1271  PID         -  NA1271
 NA1271  STATE/COUNTY-  NY/DELAWARE
 NA1271  USGS QUAD   -  READBURN (1965)
 NA1271
 NA1271                         *CURRENT SURVEY CONTROL
 NA1271  ___________________________________________________________________
 NA1271* NAD 83(1986)-  42 05 07.     (N)    075 11 40.     (W)     SCALED    
 NA1271* NAVD 88     -       384.798  (meters)    1262.46   (feet)  ADJUSTED  
 NA1271  ___________________________________________________________________
 NA1271  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NA1271  DYNAMIC HT  -         384.659 (meters)    1262.00  (feet)  COMP
 NA1271  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 NA1271
 NA1271  VERT ORDER  -  FIRST     CLASS II
 NA1271
 NA1271.The horizontal coordinates were scaled from a topographic map and have
 NA1271.an estimated accuracy of +/- 6 seconds.
 NA1271
 NA1271.The orthometric height was determined by differential leveling
 NA1271.and adjusted by the National Geodetic Survey in June 1991..
 NA1271
 NA1271.The geoid height was determined by GEOID03.
 NA1271
 NA1271.The dynamic height is computed by dividing the NAVD 88
 NA1271.geopotential number by the normal gravity value computed on the
 NA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1271.degrees latitude (g = 980.6199 gals.).
 NA1271
 NA1271.The modeled gravity was interpolated from observed gravity values.
 NA1271
 NA1271;                    North         East    Units  Estimated Accuracy
 NA1271;SPC NY E     -   361,310.       92,550.      MT  (+/- 180 meters Scaled)
 NA1271
 NA1271                          SUPERSEDED SURVEY CONTROL
 NA1271
 NA1271  NGVD 29 (??/??/92)  384.930  (m)         1262.89   (f) ADJ UNCH    1 2
 NA1271
 NA1271.Superseded values are not recommended for survey control.
 NA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1271.See file dsdata.txt to determine how the superseded data were derived.
 NA1271
 NA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM839592(NAD 83)
 NA1271_MARKER: DB = BENCH MARK DISK
 NA1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1271_STAMPING: C 127 1941
 NA1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1271+STABILITY: SURFACE MOTION
 NA1271
 NA1271  HISTORY     - Date     Condition        Report By
 NA1271  HISTORY     - 1941     MONUMENTED       CGS
 NA1271  HISTORY     - 1964     GOOD             NGS
 NA1271
 NA1271                          STATION DESCRIPTION
 NA1271
 NA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1271'AT ROCK RIFT.
 NA1271'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 0.5
 NA1271'MILE SOUTH OF THE STATION IN ROCK RIFT, DELAWARE COUNTY, 30.5 FEET
 NA1271'SOUTHEAST OF A ROAD CROSSING, 18 FEET SOUTH OF THE CENTER LINE OF THE
 NA1271'ROAD, 10 FEET EAST OF THE EAST RAIL OF THE TRACK, SET IN THE TOP OF A
 NA1271'CONCRETE POST ABOUT 225 FEET NORTH OF MILEPOST 171.
 NA1271
 NA1271                          STATION RECOVERY (1964)
 NA1271
 NA1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NA1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1336 ***********************************************************************
 NA1336  DESIGNATION -  C 128 RESET 1962
 NA1336  PID         -  NA1336
 NA1336  STATE/COUNTY-  NY/DELAWARE
 NA1336  USGS QUAD   -  DEPOSIT (1965)
 NA1336
 NA1336                         *CURRENT SURVEY CONTROL
 NA1336  ___________________________________________________________________
 NA1336* NAD 83(1986)-  42 01 17.     (N)    075 24 19.     (W)     SCALED    
 NA1336* NAVD 88     -       297.576  (meters)     976.30   (feet)  ADJUSTED  
 NA1336  ___________________________________________________________________
 NA1336  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 NA1336  DYNAMIC HT  -         297.466 (meters)     975.94  (feet)  COMP
 NA1336  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 NA1336
 NA1336  VERT ORDER  -  FIRST     CLASS II
 NA1336
 NA1336.The horizontal coordinates were scaled from a topographic map and have
 NA1336.an estimated accuracy of +/- 6 seconds.
 NA1336
 NA1336.The orthometric height was determined by differential leveling
 NA1336.and adjusted by the National Geodetic Survey in June 1991..
 NA1336
 NA1336.The geoid height was determined by GEOID03.
 NA1336
 NA1336.The dynamic height is computed by dividing the NAVD 88
 NA1336.geopotential number by the normal gravity value computed on the
 NA1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1336.degrees latitude (g = 980.6199 gals.).
 NA1336
 NA1336.The modeled gravity was interpolated from observed gravity values.
 NA1336
 NA1336;                    North         East    Units  Estimated Accuracy
 NA1336;SPC NY E     -   354,370.       75,030.      MT  (+/- 180 meters Scaled)
 NA1336
 NA1336                          SUPERSEDED SURVEY CONTROL
 NA1336
 NA1336.No superseded survey control is available for this station.
 NA1336
 NA1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM664522(NAD 83)
 NA1336_MARKER: DB = BENCH MARK DISK
 NA1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1336_SP_SET: CULVERT
 NA1336_STAMPING: C 128 RESET 1962
 NA1336_MARK LOGO: CGS   
 NA1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1336
 NA1336  HISTORY     - Date     Condition        Report By
 NA1336  HISTORY     - 1962     MONUMENTED       NYHD
 NA1336  HISTORY     - 1963     GOOD             NGS
 NA1336  HISTORY     - 1982     GOOD             NGS
 NA1336
 NA1336                          STATION DESCRIPTION
 NA1336
 NA1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NA1336'3.1 MI S FROM DEPOSIT.
 NA1336'IN DELAWARE COUNTY, ABOUT 3.1 MILES SOUTH ALONG THE ERIE LACKAWANNA
 NA1336'RAILROAD FROM THE STATION AT DEPOSIT, BROOME COUNTY, 250+ FEET SOUTH
 NA1336'MILEPOST 173, ABOUT 70 FEET WEST OF STATION 14 + 00 OF STATE
 NA1336'HIGHWAY 17, 38 FEET EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK,
 NA1336'AND IN THE SOUTHEAST CORNER OF A CULVERT HEADWALL.
 NA1336
 NA1336                          STATION RECOVERY (1982)
 NA1336
 NA1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1336'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.4 KM (2.1 MI)
 NA1336'SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE HIGHWAY 10
 NA1336'IN DEPOSIT TO THE MARK ON THE RIGHT, ABOUT 76 METERS (250 FT) SOUTH
 NA1336'OF MILEPOST 173, 24.65 METERS (80.8 FT) WEST OF THE CENTER LINE OF THE
 NA1336'SOUTHBOUND LANE OF STATE HIGHWAY 17 AND 12.10 METERS (39.6 FT) EAST
 NA1336'OF THE EAST RAIL OF A SINGLE SET OF TRACKS.
 NA1336'THE MARK IS 0.65 METERS  SE FROM A WITNESS POST.
 NA1336'THE MARK IS 9.14 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1023 ***********************************************************************
 OF1023  DESIGNATION -  C 129
 OF1023  PID         -  OF1023
 OF1023  STATE/COUNTY-  NY/MONROE
 OF1023  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1023
 OF1023                         *CURRENT SURVEY CONTROL
 OF1023  ___________________________________________________________________
 OF1023* NAD 83(1986)-  43 14 30.     (N)    077 37 42.     (W)     SCALED    
 OF1023* NAVD 88     -       100.362  (meters)     329.27   (feet)  ADJUSTED  
 OF1023  ___________________________________________________________________
 OF1023  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OF1023  DYNAMIC HT  -         100.338 (meters)     329.19  (feet)  COMP
 OF1023  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 OF1023
 OF1023  VERT ORDER  -  FIRST     CLASS II
 OF1023
 OF1023.The horizontal coordinates were scaled from a topographic map and have
 OF1023.an estimated accuracy of +/- 6 seconds.
 OF1023
 OF1023.The orthometric height was determined by differential leveling
 OF1023.and adjusted by the National Geodetic Survey in September 1994..
 OF1023
 OF1023.The geoid height was determined by GEOID03.
 OF1023
 OF1023.The dynamic height is computed by dividing the NAVD 88
 OF1023.geopotential number by the normal gravity value computed on the
 OF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1023.degrees latitude (g = 980.6199 gals.).
 OF1023
 OF1023.The modeled gravity was interpolated from observed gravity values.
 OF1023
 OF1023;                    North         East    Units  Estimated Accuracy
 OF1023;SPC NY W     -   360,460.      427,560.      MT  (+/- 180 meters Scaled)
 OF1023
 OF1023                          SUPERSEDED SURVEY CONTROL
 OF1023
 OF1023  NAVD 88 (06/15/91)  100.377  (m)          329.32   (f) UNKNOWN     1 2
 OF1023  NGVD 29 (??/??/92)  100.559  (m)          329.92   (f) ADJ UNCH    1 2
 OF1023
 OF1023.Superseded values are not recommended for survey control.
 OF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1023.See file dsdata.txt to determine how the superseded data were derived.
 OF1023
 OF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN866910(NAD 83)
 OF1023_MARKER: DB = BENCH MARK DISK
 OF1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1023_STAMPING: C 129 1941
 OF1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1023+STABILITY: SURFACE MOTION
 OF1023
 OF1023  HISTORY     - Date     Condition        Report By
 OF1023  HISTORY     - 1941     MONUMENTED       CGS
 OF1023
 OF1023                          STATION DESCRIPTION
 OF1023
 OF1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF1023'AT CHARLOTTE.
 OF1023'AT CHARLOTTE, 1.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
 OF1023'RAILROAD FROM THE N.Y.C. DRAW BRIDGE OVER GENESEE RIVER, AT THE
 OF1023'CROSSING OF THE TRACKS AND DENISE ROAD, 20.0 FEET NORTH OF THE
 OF1023'CENTER-LINE OF THE STREET, 12.5 FEET EAST OF THE EAST RAIL OF THE
 OF1023'TRACK, 2.4 FEET NORTHWEST OF THE CROSSING SIGN POST, 1 FOOT WEST OF
 OF1023'A WHITE MARKER POST STENCILED USBM, ABOUT 1 FOOT BELOW TRACK LEVEL,
 OF1023'FLUSH WITH THE GROUND. A STANDARD DISK STAMPED C-129 1941 AND SET
 OF1023'IN THE TOP OF A PRE-CAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1066 ***********************************************************************
 MZ1066  DESIGNATION -  C 13
 MZ1066  PID         -  MZ1066
 MZ1066  STATE/COUNTY-  NY/ALBANY
 MZ1066  USGS QUAD   -  DELMAR (1980)
 MZ1066
 MZ1066                         *CURRENT SURVEY CONTROL
 MZ1066  ___________________________________________________________________
 MZ1066* NAD 83(1986)-  42 31 54.     (N)    073 50 49.     (W)     SCALED    
 MZ1066* NAVD 88     -        66.516  (meters)     218.23   (feet)  ADJUSTED  
 MZ1066  ___________________________________________________________________
 MZ1066  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 MZ1066  DYNAMIC HT  -          66.496 (meters)     218.16  (feet)  COMP
 MZ1066  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 MZ1066
 MZ1066  VERT ORDER  -  SECOND    CLASS 0
 MZ1066
 MZ1066.The horizontal coordinates were scaled from a topographic map and have
 MZ1066.an estimated accuracy of +/- 6 seconds.
 MZ1066
 MZ1066.The orthometric height was determined by differential leveling
 MZ1066.and adjusted by the National Geodetic Survey in June 1991..
 MZ1066
 MZ1066.The geoid height was determined by GEOID03.
 MZ1066
 MZ1066.The dynamic height is computed by dividing the NAVD 88
 MZ1066.geopotential number by the normal gravity value computed on the
 MZ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1066.degrees latitude (g = 980.6199 gals.).
 MZ1066
 MZ1066.The modeled gravity was interpolated from observed gravity values.
 MZ1066
 MZ1066;                    North         East    Units  Estimated Accuracy
 MZ1066;SPC NY E     -   410,860.      203,650.      MT  (+/- 180 meters Scaled)
 MZ1066
 MZ1066                          SUPERSEDED SURVEY CONTROL
 MZ1066
 MZ1066  NGVD 29 (??/??/92)   66.736  (m)          218.95   (f) ADJ UNCH    2 0
 MZ1066
 MZ1066.Superseded values are not recommended for survey control.
 MZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1066.See file dsdata.txt to determine how the superseded data were derived.
 MZ1066
 MZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN946094(NAD 83)
 MZ1066_MARKER: DD = SURVEY DISK
 MZ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ1066_STAMPING: C 13 1925
 MZ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1066+STABILITY: SURFACE MOTION
 MZ1066
 MZ1066  HISTORY     - Date     Condition        Report By
 MZ1066  HISTORY     - 1925     MONUMENTED       USGS
 MZ1066  HISTORY     - 1942     GOOD             NGS
 MZ1066
 MZ1066                          STATION DESCRIPTION
 MZ1066
 MZ1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ1066'AT SOUTH BETHLEHEM.
 MZ1066'AT SOUTH BETHLEHEM, AT THE JUNCTION OF A ROAD SOUTH TO RAVENA AND
 MZ1066'HIGHWAY NO 396, 55 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 MZ1066'HOUSE, 77.5 FEET WEST OF THE SOUTHWEST CORNER OF FOLSING GARAGE, 21
 MZ1066'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF POLE NO.
 MZ1066'375.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1062 ***********************************************************************
 PH1062  DESIGNATION -  C 13
 PH1062  PID         -  PH1062
 PH1062  STATE/COUNTY-  NY/ST LAWRENCE
 PH1062  USGS QUAD   -  GOUVERNEUR (1982)
 PH1062
 PH1062                         *CURRENT SURVEY CONTROL
 PH1062  ___________________________________________________________________
 PH1062* NAD 83(1986)-  44 20 58.     (N)    075 26 21.     (W)     SCALED    
 PH1062* NAVD 88     -       140.188  (meters)     459.93   (feet)  ADJUSTED  
 PH1062  ___________________________________________________________________
 PH1062  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 PH1062  DYNAMIC HT  -         140.173 (meters)     459.88  (feet)  COMP
 PH1062  MODELED GRAV-     980,511.3   (mgal)                       NAVD 88
 PH1062
 PH1062  VERT ORDER  -  FIRST     CLASS II
 PH1062
 PH1062.The horizontal coordinates were scaled from a topographic map and have
 PH1062.an estimated accuracy of +/- 6 seconds.
 PH1062
 PH1062.The orthometric height was determined by differential leveling
 PH1062.and adjusted by the National Geodetic Survey in June 1991..
 PH1062
 PH1062.The geoid height was determined by GEOID03.
 PH1062
 PH1062.The dynamic height is computed by dividing the NAVD 88
 PH1062.geopotential number by the normal gravity value computed on the
 PH1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1062.degrees latitude (g = 980.6199 gals.).
 PH1062
 PH1062.The modeled gravity was interpolated from observed gravity values.
 PH1062
 PH1062;                    North         East    Units  Estimated Accuracy
 PH1062;SPC NY E     -   613,020.       75,120.      MT  (+/- 180 meters Scaled)
 PH1062
 PH1062                          SUPERSEDED SURVEY CONTROL
 PH1062
 PH1062  NGVD 29 (??/??/92)  140.330  (m)          460.40   (f) ADJ UNCH    1 2
 PH1062
 PH1062.Superseded values are not recommended for survey control.
 PH1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1062.See file dsdata.txt to determine how the superseded data were derived.
 PH1062
 PH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ649107(NAD 83)
 PH1062_MARKER: Q = CHISELED SQUARE
 PH1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1062_SP_SET: CULVERT
 PH1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1062
 PH1062  HISTORY     - Date     Condition        Report By
 PH1062  HISTORY     - UNK      MONUMENTED       CGS
 PH1062  HISTORY     - 1961     GOOD             NGS
 PH1062
 PH1062                          STATION DESCRIPTION
 PH1062
 PH1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PH1062'1.1 MI NE FROM GOUVERNEUR.
 PH1062'1.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH1062'GOUVERNEUR, ST. LAWRENCE COUNTY, 10 POLES NORTHEAST OF MILEPOST S 109,
 PH1062'AT THE WEST END OF A CONCRETE CULVERT, ON THE TOP STEP OF THE NORTH
 PH1062'WING WALL, AND 7-1/2 FEET NORTHWEST OF THE NORTHWEST RAIL.  A CHISELED
 PH1062'CROSS WITHIN A CHISELED SQUARE ABOVE THE LETTERS RCF WASH DC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1230 ***********************************************************************
 LX1230  DESIGNATION -  C 13
 LX1230  PID         -  LX1230
 LX1230  STATE/COUNTY-  NY/WESTCHESTER
 LX1230  USGS QUAD   -  OSSINING (1979)
 LX1230
 LX1230                         *CURRENT SURVEY CONTROL
 LX1230  ___________________________________________________________________
 LX1230* NAD 83(1986)-  41 08 02.     (N)    073 47 29.     (W)     SCALED    
 LX1230* NAVD 88     -        92.387  (meters)     303.11   (feet)  POSTED    
 LX1230  ___________________________________________________________________
 LX1230  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LX1230  DYNAMIC HT  -          92.350 (meters)     302.99  (feet)  COMP
 LX1230  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 LX1230
 LX1230  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX1230
 LX1230.The horizontal coordinates were scaled from a topographic map and have
 LX1230.an estimated accuracy of +/- 6 seconds.
 LX1230
 LX1230.The orthometric height was determined by differential leveling
 LX1230.and adjusted by the National Geodetic Survey in 1992..
 LX1230.No vertical observational check was made to the station.
 LX1230.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX1230.was located on a no-check spur therefore a value was not computed.
 LX1230
 LX1230.The geoid height was determined by GEOID03.
 LX1230
 LX1230.The dynamic height is computed by dividing the NAVD 88
 LX1230.geopotential number by the normal gravity value computed on the
 LX1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1230.degrees latitude (g = 980.6199 gals.).
 LX1230
 LX1230.The modeled gravity was interpolated from observed gravity values.
 LX1230
 LX1230;                    North         East    Units  Estimated Accuracy
 LX1230;SPC NY E     -   255,660.      209,490.      MT  (+/- 180 meters Scaled)
 LX1230
 LX1230                          SUPERSEDED SURVEY CONTROL
 LX1230
 LX1230  NGVD 29 (??/??/92)   92.666  (m)          304.02   (f) ADJ UNCH    2 0
 LX1230
 LX1230.Superseded values are not recommended for survey control.
 LX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1230.See file dsdata.txt to determine how the superseded data were derived.
 LX1230
 LX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL014543(NAD 83)
 LX1230_MARKER: DD = SURVEY DISK
 LX1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1230_SP_SET: PARAPET
 LX1230_STAMPING: C 13 1932
 LX1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1230
 LX1230  HISTORY     - Date     Condition        Report By
 LX1230  HISTORY     - 1932     MONUMENTED       USGS
 LX1230  HISTORY     - 1935     GOOD             NGS
 LX1230  HISTORY     - 1942     GOOD             NGS
 LX1230
 LX1230                          STATION DESCRIPTION
 LX1230
 LX1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1230'AT PLEASANTVILLE.
 LX1230'AT PLEASANTVILLE, WESTCHESTER COUNTY, 40 FEET FROM THE
 LX1230'CENTER OF THE CROSSING OF WHEELER AVENUE AND BEDFORD ROAD, AT
 LX1230'THE MT. PLEASANT BANK AND TRUST CO. BUILDING, IN THE TOP OF
 LX1230'THE PARAPET AT THE SOUTH SIDE OF THE STEPS, AND 3 FEET ABOVE
 LX1230'THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LX1230'DISK, STAMPED C 13 1932.
 LX1230
 LX1230                          STATION RECOVERY (1942)
 LX1230
 LX1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LX1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1263 ***********************************************************************
 NB1263  DESIGNATION -  C 130
 NB1263  PID         -  NB1263
 NB1263  STATE/COUNTY-  NY/MONROE
 NB1263  USGS QUAD   -  RUSH (1976)
 NB1263
 NB1263                         *CURRENT SURVEY CONTROL
 NB1263  ___________________________________________________________________
 NB1263* NAD 83(1986)-  42 57 21.     (N)    077 43 25.     (W)     SCALED    
 NB1263* NAVD 88     -       173.161  (meters)     568.11   (feet)  ADJUSTED  
 NB1263  ___________________________________________________________________
 NB1263  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NB1263  DYNAMIC HT  -         173.115 (meters)     567.96  (feet)  COMP
 NB1263  MODELED GRAV-     980,349.4   (mgal)                       NAVD 88
 NB1263
 NB1263  VERT ORDER  -  FIRST     CLASS II
 NB1263
 NB1263.The horizontal coordinates were scaled from a topographic map and have
 NB1263.an estimated accuracy of +/- 6 seconds.
 NB1263
 NB1263.The orthometric height was determined by differential leveling
 NB1263.and adjusted by the National Geodetic Survey in June 1991..
 NB1263
 NB1263.The geoid height was determined by GEOID03.
 NB1263
 NB1263.The dynamic height is computed by dividing the NAVD 88
 NB1263.geopotential number by the normal gravity value computed on the
 NB1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1263.degrees latitude (g = 980.6199 gals.).
 NB1263
 NB1263.The modeled gravity was interpolated from observed gravity values.
 NB1263
 NB1263;                    North         East    Units  Estimated Accuracy
 NB1263;SPC NY W     -   328,620.      420,150.      MT  (+/- 180 meters Scaled)
 NB1263
 NB1263                          SUPERSEDED SURVEY CONTROL
 NB1263
 NB1263  NGVD 29 (??/??/92)  173.327  (m)          568.66   (f) ADJ UNCH    1 2
 NB1263
 NB1263.Superseded values are not recommended for survey control.
 NB1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1263.See file dsdata.txt to determine how the superseded data were derived.
 NB1263
 NB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN778595(NAD 83)
 NB1263_MARKER: DB = BENCH MARK DISK
 NB1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1263_SP_SET: CULVERT
 NB1263_STAMPING: C 130 1941
 NB1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1263
 NB1263  HISTORY     - Date     Condition        Report By
 NB1263  HISTORY     - 1941     MONUMENTED       CGS
 NB1263  HISTORY     - 1971     GOOD             USGS
 NB1263  HISTORY     - 19910602 GOOD             USPSQD
 NB1263
 NB1263                          STATION DESCRIPTION
 NB1263
 NB1263'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NB1263'AT MEADOW WOOD.
 NB1263'IN MONROE COUNTY, 3.2 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM
 NB1263'THE STATION AT AVON, LIVINGSTON COUNTY, 275 FEET SOUTHWEST OF THE
 NB1263'CROSSING OF STULL RD. AT MEADOW WOOD, AT A STONE CULVERT UNDER THE
 NB1263'TRACK, IN THE SW CORNER OF THE SE HEADWALL, 4.5 FEET SW OF THE
 NB1263'CENTERLINE OF THE SE END OF THE CULVERT, 1 FOOT NW OF THE SE EDGE
 NB1263'OF THE WALL, 10.5 FEET SE OF THE SE RAIL, AND ABOUT 3 FEET LOWER
 NB1263'THAN THE TRACK.
 NB1263
 NB1263                          STATION RECOVERY (1991)
 NB1263
 NB1263'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1296 ***********************************************************************
 NB1296  DESIGNATION -  C 131
 NB1296  PID         -  NB1296
 NB1296  STATE/COUNTY-  NY/LIVINGSTON
 NB1296  USGS QUAD   -  SONYEA (1976)
 NB1296
 NB1296                         *CURRENT SURVEY CONTROL
 NB1296  ___________________________________________________________________
 NB1296* NAD 83(1986)-  42 42 49.     (N)    077 52 00.     (W)     SCALED    
 NB1296* NAVD 88     -       183.911  (meters)     603.38   (feet)  ADJUSTED  
 NB1296  ___________________________________________________________________
 NB1296  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NB1296  DYNAMIC HT  -         183.859 (meters)     603.21  (feet)  COMP
 NB1296  MODELED GRAV-     980,337.9   (mgal)                       NAVD 88
 NB1296
 NB1296  VERT ORDER  -  FIRST     CLASS II
 NB1296
 NB1296.The horizontal coordinates were scaled from a topographic map and have
 NB1296.an estimated accuracy of +/- 6 seconds.
 NB1296
 NB1296.The orthometric height was determined by differential leveling
 NB1296.and adjusted by the National Geodetic Survey in June 1991..
 NB1296
 NB1296.The geoid height was determined by GEOID03.
 NB1296
 NB1296.The dynamic height is computed by dividing the NAVD 88
 NB1296.geopotential number by the normal gravity value computed on the
 NB1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1296.degrees latitude (g = 980.6199 gals.).
 NB1296
 NB1296.The modeled gravity was interpolated from observed gravity values.
 NB1296
 NB1296;                    North         East    Units  Estimated Accuracy
 NB1296;SPC NY W     -   301,610.      408,710.      MT  (+/- 180 meters Scaled)
 NB1296
 NB1296                          SUPERSEDED SURVEY CONTROL
 NB1296
 NB1296  NGVD 29 (??/??/92)  184.078  (m)          603.93   (f) ADJ UNCH    1 2
 NB1296
 NB1296.Superseded values are not recommended for survey control.
 NB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1296.See file dsdata.txt to determine how the superseded data were derived.
 NB1296
 NB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN652329(NAD 83)
 NB1296_MARKER: DB = BENCH MARK DISK
 NB1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1296_SP_SET: BRIDGE ABUTMENT
 NB1296_STAMPING: C-131 1941
 NB1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1296
 NB1296  HISTORY     - Date     Condition        Report By
 NB1296  HISTORY     - 1941     MONUMENTED       CGS
 NB1296
 NB1296                          STATION DESCRIPTION
 NB1296
 NB1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1296'1 MI SE FROM MT. MORRIS.
 NB1296'1 MILE SOUTEAST ALONG PENNSYLVANIA RAILROAD FROM STATION AT MT.
 NB1296'MORRIS, SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT OF
 NB1296'BRIDGE NO. 37-67, 8.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK,
 NB1296'2.2 FEET SOUTH OF THE SOUTH GUARD RAIL POST, ABOUT 2 FEET BELOW
 NB1296'TRACK LEVEL. A STANDARD DISK STAMPED C-131 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1182 ***********************************************************************
 NB1182  DESIGNATION -  C 132
 NB1182  PID         -  NB1182
 NB1182  STATE/COUNTY-  NY/ALLEGANY
 NB1182  USGS QUAD   -  CANASERAGA (1964)
 NB1182
 NB1182                         *CURRENT SURVEY CONTROL
 NB1182  ___________________________________________________________________
 NB1182* NAD 83(1986)-  42 27 46.     (N)    077 45 52.     (W)     SCALED    
 NB1182* NAVD 88     -       381.033  (meters)    1250.11   (feet)  ADJUSTED  
 NB1182  ___________________________________________________________________
 NB1182  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB1182  DYNAMIC HT  -         380.901 (meters)    1249.67  (feet)  COMP
 NB1182  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 NB1182
 NB1182  VERT ORDER  -  FIRST     CLASS II
 NB1182
 NB1182.The horizontal coordinates were scaled from a topographic map and have
 NB1182.an estimated accuracy of +/- 6 seconds.
 NB1182
 NB1182.The orthometric height was determined by differential leveling
 NB1182.and adjusted by the National Geodetic Survey in June 1991..
 NB1182
 NB1182.The geoid height was determined by GEOID03.
 NB1182
 NB1182.The dynamic height is computed by dividing the NAVD 88
 NB1182.geopotential number by the normal gravity value computed on the
 NB1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1182.degrees latitude (g = 980.6199 gals.).
 NB1182
 NB1182.The modeled gravity was interpolated from observed gravity values.
 NB1182
 NB1182;                    North         East    Units  Estimated Accuracy
 NB1182;SPC NY W     -   273,820.      417,350.      MT  (+/- 180 meters Scaled)
 NB1182
 NB1182                          SUPERSEDED SURVEY CONTROL
 NB1182
 NB1182  NGVD 29 (??/??/92)  381.168  (m)         1250.55   (f) ADJ UNCH    1 2
 NB1182
 NB1182.Superseded values are not recommended for survey control.
 NB1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1182.See file dsdata.txt to determine how the superseded data were derived.
 NB1182
 NB1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN727048(NAD 83)
 NB1182_MARKER: DB = BENCH MARK DISK
 NB1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1182_STAMPING: C-132 1941
 NB1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1182+STABILITY: SURFACE MOTION
 NB1182
 NB1182  HISTORY     - Date     Condition        Report By
 NB1182  HISTORY     - 1941     MONUMENTED       CGS
 NB1182
 NB1182                          STATION DESCRIPTION
 NB1182
 NB1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1182'1.3 MI NE FROM CANASERAGA.
 NB1182'1.3 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB1182'CANASERAGA, SET BETWEEN THE TRACKS AND STATE HIGHWAY NO. 70, 31.3
 NB1182'FEET NORTH-NORTHEAST OF MILE-POST NO. 343, 42 FEET NORTH OF THE NORTH
 NB1182'RAIL OF THE NORTH TRACK, 33 FEET SOUTH OF THE CENTER-LINE OF THE
 NB1182'HIGHWAY, 3 FEET SOUTH OF THE NINETH TELEPHONE POLE EAST OF WHERE THE
 NB1182'PITTSBURGH, SHAWMUT AND NORTHERN RAILROAD CROSSES THE HIGHWAY, 1 FOOT
 NB1182'SOUTH OF A WHITE MARKER POST STENCILED USBM. A STANDARD DISK STAMPED
 NB1182'C-132 1941, AND SET IN THE TOP OF A PRE-CAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1219 ***********************************************************************
 NB1219  DESIGNATION -  C 133
 NB1219  PID         -  NB1219
 NB1219  STATE/COUNTY-  NY/ALLEGANY
 NB1219  USGS QUAD   -  ANDOVER (1976)
 NB1219
 NB1219                         *CURRENT SURVEY CONTROL
 NB1219  ___________________________________________________________________
 NB1219* NAD 83(1986)-  42 14 11.     (N)    077 46 45.     (W)     SCALED    
 NB1219* NAVD 88     -       528.716  (meters)    1734.63   (feet)  ADJUSTED  
 NB1219  ___________________________________________________________________
 NB1219  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 NB1219  DYNAMIC HT  -         528.507 (meters)    1733.94  (feet)  COMP
 NB1219  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 NB1219
 NB1219  VERT ORDER  -  FIRST     CLASS II
 NB1219
 NB1219.The horizontal coordinates were scaled from a topographic map and have
 NB1219.an estimated accuracy of +/- 6 seconds.
 NB1219
 NB1219.The orthometric height was determined by differential leveling
 NB1219.and adjusted by the National Geodetic Survey in June 1991..
 NB1219
 NB1219.The geoid height was determined by GEOID03.
 NB1219
 NB1219.The dynamic height is computed by dividing the NAVD 88
 NB1219.geopotential number by the normal gravity value computed on the
 NB1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1219.degrees latitude (g = 980.6199 gals.).
 NB1219
 NB1219.The modeled gravity was interpolated from observed gravity values.
 NB1219
 NB1219;                    North         East    Units  Estimated Accuracy
 NB1219;SPC NY W     -   248,660.      416,380.      MT  (+/- 180 meters Scaled)
 NB1219
 NB1219                          SUPERSEDED SURVEY CONTROL
 NB1219
 NB1219  NGVD 29 (??/??/92)  528.848  (m)         1735.06   (f) ADJ UNCH    1 2
 NB1219
 NB1219.Superseded values are not recommended for survey control.
 NB1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1219.See file dsdata.txt to determine how the superseded data were derived.
 NB1219
 NB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM706797(NAD 83)
 NB1219_MARKER: DB = BENCH MARK DISK
 NB1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1219_SP_SET: CULVERT
 NB1219_STAMPING: C-133 1941
 NB1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1219
 NB1219  HISTORY     - Date     Condition        Report By
 NB1219  HISTORY     - 1941     MONUMENTED       CGS
 NB1219  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1219
 NB1219                          STATION DESCRIPTION
 NB1219
 NB1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1219'2.5 MI SW FROM ALFRED.
 NB1219'2.5 MILES SOUTHWEST ALONG ERIE RAILROAD FROM STATION AT ALFRED, SET
 NB1219'IN THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT ON
 NB1219'STATE HIGHWAY NO. 36, 56 FEET SOUTHEAST OF THE SOUTHEAST TRACK, 21.2
 NB1219'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTHWEST
 NB1219'OF THE NORTHEAST END OF HEADWALL, 0.8 FOOT SOUTHEAST OF THE NORTHWEST
 NB1219'EDGE OF HEADWALL. A STANDARD DISK STAMPED C-133 1941.
 NB1219
 NB1219                          STATION RECOVERY (1983)
 NB1219
 NB1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1219'NOT RECOVERED, THE HEADWALLS HAVE BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1060 ***********************************************************************
 NB1060  DESIGNATION -  C 134
 NB1060  PID         -  NB1060
 NB1060  STATE/COUNTY-  NY/STEUBEN
 NB1060  USGS QUAD   -  CAMERON (1976)
 NB1060
 NB1060                         *CURRENT SURVEY CONTROL
 NB1060  ___________________________________________________________________
 NB1060* NAD 83(1986)-  42 13 45.     (N)    077 25 59.     (W)     SCALED    
 NB1060* NAVD 88     -       324.074  (meters)    1063.23   (feet)  POSTED    
 NB1060  ___________________________________________________________________
 NB1060  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NB1060  DYNAMIC HT  -         323.950 (meters)    1062.83  (feet)  COMP
 NB1060  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 NB1060
 NB1060  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NB1060
 NB1060.The horizontal coordinates were scaled from a topographic map and have
 NB1060.an estimated accuracy of +/- 6 seconds.
 NB1060
 NB1060.The orthometric height was determined by differential leveling
 NB1060.and adjusted by the National Geodetic Survey in 1992..
 NB1060.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NB1060.rate greater than 8.0 mm/km.
 NB1060
 NB1060.The geoid height was determined by GEOID03.
 NB1060
 NB1060.The dynamic height is computed by dividing the NAVD 88
 NB1060.geopotential number by the normal gravity value computed on the
 NB1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1060.degrees latitude (g = 980.6199 gals.).
 NB1060
 NB1060.The modeled gravity was interpolated from observed gravity values.
 NB1060
 NB1060;                    North         East    Units  Estimated Accuracy
 NB1060;SPC NY C     -   247,900.      179,860.      MT  (+/- 180 meters Scaled)
 NB1060
 NB1060                          SUPERSEDED SURVEY CONTROL
 NB1060
 NB1060  NGVD 29 (??/??/92)  324.233  (m)         1063.75   (f) ADJ UNCH    1 2
 NB1060
 NB1060.Superseded values are not recommended for survey control.
 NB1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1060.See file dsdata.txt to determine how the superseded data were derived.
 NB1060
 NB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM992780(NAD 83)
 NB1060_MARKER: DB = BENCH MARK DISK
 NB1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1060_SP_SET: SIGNAL TOWER BASE
 NB1060_STAMPING: C-134 1941
 NB1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1060
 NB1060  HISTORY     - Date     Condition        Report By
 NB1060  HISTORY     - 1941     MONUMENTED       CGS
 NB1060  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1060  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NB1060
 NB1060                          STATION DESCRIPTION
 NB1060
 NB1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1060'2.9 MI NW FROM CAMERON.
 NB1060'2.9 MILES NORTHWEST ALONG ERIE RAILROAD FROM STATION AT CAMERON, 3
 NB1060'RAILS EAST OF MILE POST NO. 317, SET IN THE SOUTHEAST CORNER OF
 NB1060'SIGNAL TOWER BASE NO. 316-1, 6.7 FEET NORTH OF THE NORTH RAIL OF THE
 NB1060'NORTH TRACK, A STANDARD DISK STAMPED C-134 1941.
 NB1060
 NB1060                          STATION RECOVERY (1983)
 NB1060
 NB1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1060'NOT RECOVERED, THE SIGNAL HAS A NEW BASE.
 NB1060
 NB1060                          STATION RECOVERY (2002)
 NB1060
 NB1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1078 ***********************************************************************
 NB1078  DESIGNATION -  C 135
 NB1078  PID         -  NB1078
 NB1078  STATE/COUNTY-  NY/STEUBEN
 NB1078  USGS QUAD   -  CORNING (1976)
 NB1078
 NB1078                         *CURRENT SURVEY CONTROL
 NB1078  ___________________________________________________________________
 NB1078* NAD 83(1986)-  42 08 22.     (N)    077 07 01.     (W)     SCALED    
 NB1078* NAVD 88     -       288.327  (meters)     945.95   (feet)  ADJUSTED  
 NB1078  ___________________________________________________________________
 NB1078  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 NB1078  DYNAMIC HT  -         288.220 (meters)     945.60  (feet)  COMP
 NB1078  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 NB1078
 NB1078  VERT ORDER  -  FIRST     CLASS II
 NB1078
 NB1078.The horizontal coordinates were scaled from a topographic map and have
 NB1078.an estimated accuracy of +/- 6 seconds.
 NB1078
 NB1078.The orthometric height was determined by differential leveling
 NB1078.and adjusted by the National Geodetic Survey in June 1991..
 NB1078
 NB1078.The geoid height was determined by GEOID03.
 NB1078
 NB1078.The dynamic height is computed by dividing the NAVD 88
 NB1078.geopotential number by the normal gravity value computed on the
 NB1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1078.degrees latitude (g = 980.6199 gals.).
 NB1078
 NB1078.The modeled gravity was interpolated from observed gravity values.
 NB1078
 NB1078;                    North         East    Units  Estimated Accuracy
 NB1078;SPC NY C     -   237,720.      205,890.      MT  (+/- 180 meters Scaled)
 NB1078
 NB1078                          SUPERSEDED SURVEY CONTROL
 NB1078
 NB1078  NGVD 29 (??/??/92)  288.480  (m)          946.45   (f) ADJ UNCH    1 2
 NB1078
 NB1078.Superseded values are not recommended for survey control.
 NB1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1078.See file dsdata.txt to determine how the superseded data were derived.
 NB1078
 NB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM250674(NAD 83)
 NB1078_MARKER: DB = BENCH MARK DISK
 NB1078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1078_SP_SET: BRIDGE
 NB1078_STAMPING: C-135 1941
 NB1078_MARK LOGO: CGS   
 NB1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1078
 NB1078  HISTORY     - Date     Condition        Report By
 NB1078  HISTORY     - 1941     MONUMENTED       CGS
 NB1078  HISTORY     - 1983     POOR             NGS
 NB1078  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1078
 NB1078                          STATION DESCRIPTION
 NB1078
 NB1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1078'2 MI SW FROM PAINTED POST.
 NB1078'2 MILES SOUTHWEST ALONG ERIE RAILROAD FROM STATION AT PAINTED POST,
 NB1078'0.1 MILE SOUTHWEST OF MILE POST NO. 294, SET AT THE OVERHEAD BRIDGE
 NB1078'OF STATE HIGHWAY NO. 17, IN THE SOUTH CORNER OF THE SECOND CONCRETE
 NB1078'PILLAR BASE SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE BRIDGE, 36.3
 NB1078'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 34 FEET
 NB1078'WEST NORTHWEST OF SIGNAL TOWER NO. 294-1, 26.3 FEET NORTHEAST OF THE
 NB1078'EAST END OF THE NORTHEAST CONCRETE PILLAR ABOUT 1.5 FEET BELOW TRACK
 NB1078'LEVEL. A STANDARD DISK STAMPED C-135 1941.
 NB1078
 NB1078                          STATION RECOVERY (1983)
 NB1078
 NB1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1078'RECOVERED IN VERY POOR CONDITION, NOT LEVELED TO IN 1983.
 NB1078
 NB1078                          STATION RECOVERY (2001)
 NB1078
 NB1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0264 ***********************************************************************
 NB0264  DESIGNATION -  C 136
 NB0264  PID         -  NB0264
 NB0264  STATE/COUNTY-  NY/TIOGA
 NB0264  USGS QUAD   -  BARTON (1976)
 NB0264
 NB0264                         *CURRENT SURVEY CONTROL
 NB0264  ___________________________________________________________________
 NB0264* NAD 83(1986)-  42 00 56.     (N)    076 27 55.     (W)     SCALED    
 NB0264* NAVD 88     -       241.914  (meters)     793.68   (feet)  ADJUSTED  
 NB0264  ___________________________________________________________________
 NB0264  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NB0264  DYNAMIC HT  -         241.819 (meters)     793.37  (feet)  COMP
 NB0264  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 NB0264
 NB0264  VERT ORDER  -  FIRST     CLASS II
 NB0264
 NB0264.The horizontal coordinates were scaled from a topographic map and have
 NB0264.an estimated accuracy of +/- 6 seconds.
 NB0264
 NB0264.The orthometric height was determined by differential leveling
 NB0264.and adjusted by the National Geodetic Survey in June 1991..
 NB0264
 NB0264.The geoid height was determined by GEOID03.
 NB0264
 NB0264.The dynamic height is computed by dividing the NAVD 88
 NB0264.geopotential number by the normal gravity value computed on the
 NB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0264.degrees latitude (g = 980.6199 gals.).
 NB0264
 NB0264.The modeled gravity was interpolated from observed gravity values.
 NB0264
 NB0264;                    North         East    Units  Estimated Accuracy
 NB0264;SPC NY C     -   223,830.      259,780.      MT  (+/- 180 meters Scaled)
 NB0264
 NB0264                          SUPERSEDED SURVEY CONTROL
 NB0264
 NB0264  NGVD 29 (??/??/92)  242.095  (m)          794.27   (f) ADJ UNCH    1 2
 NB0264
 NB0264.Superseded values are not recommended for survey control.
 NB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0264.See file dsdata.txt to determine how the superseded data were derived.
 NB0264
 NB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM786525(NAD 83)
 NB0264_MARKER: DB = BENCH MARK DISK
 NB0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0264_SP_SET: CULVERT
 NB0264_STAMPING: C 136 1941
 NB0264_MARK LOGO: CGS   
 NB0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0264
 NB0264  HISTORY     - Date     Condition        Report By
 NB0264  HISTORY     - 1941     MONUMENTED       CGS
 NB0264  HISTORY     - 1982     GOOD             NGS
 NB0264
 NB0264                          STATION DESCRIPTION
 NB0264
 NB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0264'4.5 MI NE FROM WAVERLY.
 NB0264'4.5 MILES NORTHEAST ALONG THE
 NB0264'ERIE RAILROAD FROM THE STATION AT  WAVERLY,
 NB0264'TIOGA COUNTY, 0.1 MILE EAST OF MILEPOST 251, AT A LONG CURVE
 NB0264'FROM SOUTHWEST TO NORTHWEST, AT A 6-INCH TILE-PIPE CULVERT UNDER THE
 NB0264'TRACKS, IN THE CENTER OF THE TOP OF THE WEST HEADWALL, 3.9 FEET SOUTH
 NB0264'OF THE NORTH END OF THE HEADWALL, 0.8 FOOT EAST OF THE WEST EDGE, 6.9
 NB0264'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT 1 FOOT LOWER
 NB0264'THAN THE TRACK. A STANDARD DISK,  STAMPED C 136 1941.
 NB0264
 NB0264                          STATION RECOVERY (1982)
 NB0264
 NB0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0264'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.63 KM (3.5
 NB0264'MI) EAST-NORTHEAST ALONG THE CONRAIL RAILROAD FROM THE EAST END OF THE
 NB0264'STATE HIGHWAY 34 BRIDGE IN WAVERLY, TO THE MARK ON THE LEFT, IN TOP
 NB0264'AND CENTERED IN THE WEST HEADWALL OF A CULVERT UNDER THE TRACKS, 0.2
 NB0264'KM (0.1 MI) NORTH OF MILEPOST 251, 2.10 METERS (6.9 MI) WEST OF THE
 NB0264'WEST RAIL OF THE TRACKS.
 NB0264'THE MARK IS 0.30 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1441 ***********************************************************************
 NA1441  DESIGNATION -  C 138
 NA1441  PID         -  NA1441
 NA1441  STATE/COUNTY-  NY/BROOME
 NA1441  USGS QUAD   -  CASTLE CREEK (1976)
 NA1441
 NA1441                         *CURRENT SURVEY CONTROL
 NA1441  ___________________________________________________________________
 NA1441* NAD 83(1986)-  42 08 19.     (N)    075 53 12.     (W)     SCALED    
 NA1441* NAVD 88     -       286.143  (meters)     938.79   (feet)  ADJUSTED  
 NA1441  ___________________________________________________________________
 NA1441  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 NA1441  DYNAMIC HT  -         286.035 (meters)     938.43  (feet)  COMP
 NA1441  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 NA1441
 NA1441  VERT ORDER  -  FIRST     CLASS II
 NA1441
 NA1441.The horizontal coordinates were scaled from a topographic map and have
 NA1441.an estimated accuracy of +/- 6 seconds.
 NA1441
 NA1441.The orthometric height was determined by differential leveling
 NA1441.and adjusted by the National Geodetic Survey in June 1991..
 NA1441
 NA1441.The geoid height was determined by GEOID03.
 NA1441
 NA1441.The dynamic height is computed by dividing the NAVD 88
 NA1441.geopotential number by the normal gravity value computed on the
 NA1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1441.degrees latitude (g = 980.6199 gals.).
 NA1441
 NA1441.The modeled gravity was interpolated from observed gravity values.
 NA1441
 NA1441;                    North         East    Units  Estimated Accuracy
 NA1441;SPC NY E     -   367,930.       35,370.      MT  (+/- 180 meters Scaled)
 NA1441
 NA1441                          SUPERSEDED SURVEY CONTROL
 NA1441
 NA1441  NGVD 29 (??/??/92)  286.286  (m)          939.26   (f) ADJ UNCH    1 2
 NA1441
 NA1441.Superseded values are not recommended for survey control.
 NA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1441.See file dsdata.txt to determine how the superseded data were derived.
 NA1441
 NA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM267655(NAD 83)
 NA1441_MARKER: DB = BENCH MARK DISK
 NA1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1441_SP_SET: CULVERT
 NA1441_STAMPING: C 138 1941
 NA1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1441
 NA1441  HISTORY     - Date     Condition        Report By
 NA1441  HISTORY     - 1941     MONUMENTED       CGS
 NA1441
 NA1441                          STATION DESCRIPTION
 NA1441
 NA1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1441'2.8 MI N FROM BINGHAMTON.
 NA1441'2.6 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 NA1441'FROM THE STATION AT BINGHAMTON, BROOME COUNTY, THENCE 0.2 MILE
 NA1441'NORTHEAST TO THE CROSSING OF PHELPS STREET, AND THE DELAWARE AND
 NA1441'HUDSON RAILROAD.  AT A TWIN-PIPE CULVERT UNDER THE TRACKS, IN THE
 NA1441'CENTER OF THE TOP OF THE SOUTHEAST HEADWALL, 6 FEET NORTHEAST OF THE
 NA1441'SOUTHWEST END OF THE HEADWALL, 37.4 FEET NORTHEAST OF A
 NA1441'CROSSING-WARNING SIGN, 20.3 FEET NORTH OF THE CENTERLINE OF PHELPS
 NA1441'STREET, AND 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 NA1441'TRACK.  A STANDARD DISK, STAMPED C 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1472 ***********************************************************************
 NA1472  DESIGNATION -  C 139
 NA1472  PID         -  NA1472
 NA1472  STATE/COUNTY-  NY/CHENANGO
 NA1472  USGS QUAD   -  AFTON (1957)
 NA1472
 NA1472                         *CURRENT SURVEY CONTROL
 NA1472  ___________________________________________________________________
 NA1472* NAD 83(1986)-  42 13 51.     (N)    075 31 17.     (W)     SCALED    
 NA1472* NAVD 88     -       300.594  (meters)     986.20   (feet)  ADJUSTED  
 NA1472  ___________________________________________________________________
 NA1472  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 NA1472  DYNAMIC HT  -         300.486 (meters)     985.84  (feet)  COMP
 NA1472  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NA1472
 NA1472  VERT ORDER  -  FIRST     CLASS II
 NA1472
 NA1472.The horizontal coordinates were scaled from a topographic map and have
 NA1472.an estimated accuracy of +/- 6 seconds.
 NA1472
 NA1472.The orthometric height was determined by differential leveling
 NA1472.and adjusted by the National Geodetic Survey in June 1991..
 NA1472
 NA1472.The geoid height was determined by GEOID03.
 NA1472
 NA1472.The dynamic height is computed by dividing the NAVD 88
 NA1472.geopotential number by the normal gravity value computed on the
 NA1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1472.degrees latitude (g = 980.6199 gals.).
 NA1472
 NA1472.The modeled gravity was interpolated from observed gravity values.
 NA1472
 NA1472;                    North         East    Units  Estimated Accuracy
 NA1472;SPC NY C     -   248,280.      337,660.      MT  (+/- 180 meters Scaled)
 NA1472
 NA1472                          SUPERSEDED SURVEY CONTROL
 NA1472
 NA1472  NGVD 29 (??/??/92)  300.723  (m)          986.62   (f) ADJ UNCH    1 2
 NA1472
 NA1472.Superseded values are not recommended for survey control.
 NA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1472.See file dsdata.txt to determine how the superseded data were derived.
 NA1472
 NA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM569755(NAD 83)
 NA1472_MARKER: DB = BENCH MARK DISK
 NA1472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1472_SP_SET: BRIDGE
 NA1472_STAMPING: C 139 1941
 NA1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1472
 NA1472  HISTORY     - Date     Condition        Report By
 NA1472  HISTORY     - 1941     MONUMENTED       CGS
 NA1472  HISTORY     - 1970     GOOD             LDA
 NA1472
 NA1472                          STATION DESCRIPTION
 NA1472
 NA1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1472'AT AFTON.
 NA1472'AT AFTON, CHENANGO COUNTY, 0.3 MILE NORTHEAST OF THE DELAWARE AND
 NA1472'HUDSON RAILROAD STATION, 0.1 MILE WEST OF MILEPOST A-114, AT BRIDGE
 NA1472'114.07 OVER KELSEY BRANCH, IN THE EAST ABUTMENT, 1.4 FEET NORTH OF
 NA1472'THE SOUTH END OF THE ABUTMENT, 0.9 FOOT EAST OF THE WEST (INSIDE)
 NA1472'EDGE, AND 7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.  A
 NA1472'STANDARD DISK, STAMPED C 139 1941.
 NA1472
 NA1472                          STATION RECOVERY (1970)
 NA1472
 NA1472'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 NA1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1351 ***********************************************************************
 LX1351  DESIGNATION -  C 14
 LX1351  PID         -  LX1351
 LX1351  STATE/COUNTY-  NY/WESTCHESTER
 LX1351  USGS QUAD   -  WHITE PLAINS (1967)
 LX1351
 LX1351                         *CURRENT SURVEY CONTROL
 LX1351  ___________________________________________________________________
 LX1351* NAD 83(1986)-  41 04 24.     (N)    073 51 34.     (W)     SCALED    
 LX1351* NAVD 88     -        46.782  (meters)     153.48   (feet)  ADJUSTED  
 LX1351  ___________________________________________________________________
 LX1351  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1351  DYNAMIC HT  -          46.765 (meters)     153.43  (feet)  COMP
 LX1351  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LX1351
 LX1351  VERT ORDER  -  FIRST     CLASS I
 LX1351
 LX1351.The horizontal coordinates were scaled from a topographic map and have
 LX1351.an estimated accuracy of +/- 6 seconds.
 LX1351
 LX1351.The orthometric height was determined by differential leveling
 LX1351.and adjusted by the National Geodetic Survey in June 1991..
 LX1351
 LX1351.The geoid height was determined by GEOID03.
 LX1351
 LX1351.The dynamic height is computed by dividing the NAVD 88
 LX1351.geopotential number by the normal gravity value computed on the
 LX1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1351.degrees latitude (g = 980.6199 gals.).
 LX1351
 LX1351.The modeled gravity was interpolated from observed gravity values.
 LX1351
 LX1351;                    North         East    Units  Estimated Accuracy
 LX1351;SPC NY E     -   248,890.      203,830.      MT  (+/- 180 meters Scaled)
 LX1351
 LX1351                          SUPERSEDED SURVEY CONTROL
 LX1351
 LX1351.No superseded survey control is available for this station.
 LX1351
 LX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL958475(NAD 83)
 LX1351_MARKER: DD = SURVEY DISK
 LX1351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1351_SP_SET: FOUNDATION
 LX1351_STAMPING: C 14 1932 155
 LX1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1351+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 LX1351
 LX1351  HISTORY     - Date     Condition        Report By
 LX1351  HISTORY     - 1932     MONUMENTED       USGS
 LX1351  HISTORY     - 1974     GOOD             NGS
 LX1351  HISTORY     - 1978     GOOD             NGS
 LX1351  HISTORY     - 1988     GOOD             USPSQD
 LX1351  HISTORY     - 1989     GOOD             USPSQD
 LX1351  HISTORY     - 20040429 GOOD             INDIV
 LX1351
 LX1351                          STATION DESCRIPTION
 LX1351
 LX1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1351'AT TARRYTOWN.
 LX1351'AT TARRYTOWN, 0.35 MILE SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST
 LX1351'OFFICE, AT THE WASHINGTON IRVING HIGH SCHOOL, SET IN THE TOP
 LX1351'OF THE CONCRETE FOUNDATION SUPPORTING A GRANITE AND BRICK WALL ON
 LX1351'THE NORTH END OF STEPS TO THE WALKWAY LEADING TO MAIN EAST
 LX1351'ENTRANCE TO SCHOOL BUILDING, 16 FEET WEST OF THE WEST CURB OF
 LX1351'THE HIGHWAY, 110.6 FEET NORTHEAST OF THE CENTER DOOR OF THE
 LX1351'EAST ENTRANCE TO BUILDING, 24 FEET NORTH OF CENTER OF WALKWAY
 LX1351'LEADING WEST TO SCHOOL, 7 FOOT NORTH OF BRICK COLUM SUPPORTING
 LX1351'A LIGHT, 0.9 FEET SOUTHEAST OF THE SOUTHEAST FACE OF GRANITE
 LX1351'PORTION OF WALL AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 LX1351'HIGHWAY.
 LX1351
 LX1351                          STATION RECOVERY (1978)
 LX1351
 LX1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1351'RECOVERED IN GOOD CONDITION.
 LX1351
 LX1351                          STATION RECOVERY (1988)
 LX1351
 LX1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1351'RECOVERED IN GOOD CONDITION.
 LX1351
 LX1351                          STATION RECOVERY (1989)
 LX1351
 LX1351'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1351'RECOVERED IN GOOD CONDITION.
 LX1351
 LX1351                          STATION RECOVERY (2004)
 LX1351
 LX1351'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLM)
 LX1351'RECOVERED AS DESCRIBED.  ECCENTRIC POINT SET NEARBY THAT IS SUITABLE
 LX1351'FOR  GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1312 ***********************************************************************
 NA1312  DESIGNATION -  C 140
 NA1312  PID         -  NA1312
 NA1312  STATE/COUNTY-  NY/OTSEGO
 NA1312  USGS QUAD   -  OTEGO (1982)
 NA1312
 NA1312                         *CURRENT SURVEY CONTROL
 NA1312  ___________________________________________________________________
 NA1312* NAD 83(1986)-  42 23 25.     (N)    075 10 45.     (W)     SCALED    
 NA1312* NAVD 88     -       320.161  (meters)    1050.39   (feet)  ADJUSTED  
 NA1312  ___________________________________________________________________
 NA1312  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 NA1312  DYNAMIC HT  -         320.048 (meters)    1050.02  (feet)  COMP
 NA1312  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 NA1312
 NA1312  VERT ORDER  -  FIRST     CLASS II
 NA1312
 NA1312.The horizontal coordinates were scaled from a topographic map and have
 NA1312.an estimated accuracy of +/- 6 seconds.
 NA1312
 NA1312.The orthometric height was determined by differential leveling
 NA1312.and adjusted by the National Geodetic Survey in June 1991..
 NA1312
 NA1312.The geoid height was determined by GEOID03.
 NA1312
 NA1312.The dynamic height is computed by dividing the NAVD 88
 NA1312.geopotential number by the normal gravity value computed on the
 NA1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1312.degrees latitude (g = 980.6199 gals.).
 NA1312
 NA1312.The modeled gravity was interpolated from observed gravity values.
 NA1312
 NA1312;                    North         East    Units  Estimated Accuracy
 NA1312;SPC NY E     -   395,170.       94,080.      MT  (+/- 180 meters Scaled)
 NA1312
 NA1312                          SUPERSEDED SURVEY CONTROL
 NA1312
 NA1312  NGVD 29 (??/??/92)  320.292  (m)         1050.82   (f) ADJ UNCH    1 2
 NA1312
 NA1312.Superseded values are not recommended for survey control.
 NA1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1312.See file dsdata.txt to determine how the superseded data were derived.
 NA1312
 NA1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM852931(NAD 83)
 NA1312_MARKER: DB = BENCH MARK DISK
 NA1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1312_STAMPING: C 140 1941
 NA1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1312+STABILITY: SURFACE MOTION
 NA1312
 NA1312  HISTORY     - Date     Condition        Report By
 NA1312  HISTORY     - 1941     MONUMENTED       CGS
 NA1312  HISTORY     - 1942     GOOD             NGS
 NA1312
 NA1312                          STATION DESCRIPTION
 NA1312
 NA1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1312'0.5 MI SW FROM OTEGO.
 NA1312'0.5 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1312'STATION AT OTEGO, OTSEGO COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST A-90,
 NA1312'IN THE WEST QUARTER OF A PRIVATE-ROAD CROSSING, 51.4 FEET NORTHWEST
 NA1312'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 11.3 FEET SOUTHWEST
 NA1312'OF THE CENTERLINE OF THE ROAD, 6 FEET WEST OF A THREE-WAY FENCE POST,
 NA1312'3.4 FEET SOUTHWEST OF THE NORTHWEST-TO-SOUTHEAST FENCE LINE, 3.3 FEET
 NA1312'NORTHWEST OF THE NORTHEAST-TO-SOUTHWEST FENCE LINE, AND 0.8 FOOT
 NA1312'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 NA1312'140 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0590 ***********************************************************************
 LY0590  DESIGNATION -  C 141
 LY0590  PID         -  LY0590
 LY0590  STATE/COUNTY-  NY/ORANGE
 LY0590  USGS QUAD   -  OTISVILLE (1976)
 LY0590
 LY0590                         *CURRENT SURVEY CONTROL
 LY0590  ___________________________________________________________________
 LY0590* NAD 83(1986)-  41 28 25.     (N)    074 33 38.     (W)     SCALED    
 LY0590* NAVD 88     -       270.947  (meters)     888.93   (feet)  ADJUSTED  
 LY0590  ___________________________________________________________________
 LY0590  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY0590  DYNAMIC HT  -         270.838 (meters)     888.57  (feet)  COMP
 LY0590  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 LY0590
 LY0590  VERT ORDER  -  FIRST     CLASS II
 LY0590
 LY0590.The horizontal coordinates were scaled from a topographic map and have
 LY0590.an estimated accuracy of +/- 6 seconds.
 LY0590
 LY0590.The orthometric height was determined by differential leveling
 LY0590.and adjusted by the National Geodetic Survey in June 1991..
 LY0590
 LY0590.The geoid height was determined by GEOID03.
 LY0590
 LY0590.The dynamic height is computed by dividing the NAVD 88
 LY0590.geopotential number by the normal gravity value computed on the
 LY0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0590.degrees latitude (g = 980.6199 gals.).
 LY0590
 LY0590.The modeled gravity was interpolated from observed gravity values.
 LY0590
 LY0590;                    North         East    Units  Estimated Accuracy
 LY0590;SPC NY E     -   293,140.      144,940.      MT  (+/- 180 meters Scaled)
 LY0590
 LY0590                          SUPERSEDED SURVEY CONTROL
 LY0590
 LY0590  NGVD 29 (??/??/92)  271.145  (m)          889.58   (f) ADJ UNCH    1 2
 LY0590
 LY0590.Superseded values are not recommended for survey control.
 LY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0590.See file dsdata.txt to determine how the superseded data were derived.
 LY0590
 LY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL366914(NAD 83)
 LY0590_MARKER: DB = BENCH MARK DISK
 LY0590_SETTING: 80 = SET IN A BOULDER
 LY0590_SP_SET: BOULDER
 LY0590_STAMPING: C 141 1941
 LY0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0590+STABILITY: SURFACE MOTION
 LY0590
 LY0590  HISTORY     - Date     Condition        Report By
 LY0590  HISTORY     - 1941     MONUMENTED       CGS
 LY0590  HISTORY     - 1969     MARK NOT FOUND   USGS
 LY0590
 LY0590                          STATION DESCRIPTION
 LY0590
 LY0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0590'1.1 MI SW FROM OTISVILLE.
 LY0590'1.1 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE
 LY0590'STATION AT OTISVILLE, ORANGE COUNTY, ABOUT 0.2 MILE
 LY0590'NORTHEAST OF MILEPOST 76, 66.5 FEET NORTHWEST OF POLE 75-45,
 LY0590'21.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 LY0590'TRACK, 5.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3.3
 LY0590'FEET EAST OF THE SECOND POLE SOUTHWEST OF A SMALL FRAME
 LY0590'FARMHOUSE, IN A LARGE ROCK BOULDER, AND ABOUT LEVEL WITH THE
 LY0590'TRACK.  A STANDARD DISK, STAMPED C 141 1941.
 LY0590
 LY0590                          STATION RECOVERY (1969)
 LY0590
 LY0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LY0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1007 ***********************************************************************
 LY1007  DESIGNATION -  C 142
 LY1007  PID         -  LY1007
 LY1007  STATE/COUNTY-  NY/SULLIVAN
 LY1007  USGS QUAD   -  CALLICOON (1992)
 LY1007
 LY1007                         *CURRENT SURVEY CONTROL
 LY1007  ___________________________________________________________________
 LY1007* NAD 83(1986)-  41 50 40.     (N)    075 06 51.     (W)     SCALED    
 LY1007* NAVD 88     -       253.095  (meters)     830.36   (feet)  ADJUSTED  
 LY1007  ___________________________________________________________________
 LY1007  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LY1007  DYNAMIC HT  -         253.007 (meters)     830.07  (feet)  COMP
 LY1007  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LY1007
 LY1007  VERT ORDER  -  FIRST     CLASS II
 LY1007
 LY1007.The horizontal coordinates were scaled from a topographic map and have
 LY1007.an estimated accuracy of +/- 6 seconds.
 LY1007
 LY1007.The orthometric height was determined by differential leveling
 LY1007.and adjusted by the National Geodetic Survey in June 1991..
 LY1007
 LY1007.The geoid height was determined by GEOID03.
 LY1007
 LY1007.The dynamic height is computed by dividing the NAVD 88
 LY1007.geopotential number by the normal gravity value computed on the
 LY1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1007.degrees latitude (g = 980.6199 gals.).
 LY1007
 LY1007.The modeled gravity was interpolated from observed gravity values.
 LY1007
 LY1007;                    North         East    Units  Estimated Accuracy
 LY1007;SPC NY E     -   334,510.       99,000.      MT  (+/- 180 meters Scaled)
 LY1007
 LY1007                          SUPERSEDED SURVEY CONTROL
 LY1007
 LY1007  NGVD 29 (??/??/92)  253.266  (m)          830.92   (f) ADJ UNCH    1 2
 LY1007
 LY1007.Superseded values are not recommended for survey control.
 LY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1007.See file dsdata.txt to determine how the superseded data were derived.
 LY1007
 LY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM905325(NAD 83)
 LY1007_MARKER: DB = BENCH MARK DISK
 LY1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1007_SP_SET: ABUTMENT
 LY1007_STAMPING: C 142 1941
 LY1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1007
 LY1007  HISTORY     - Date     Condition        Report By
 LY1007  HISTORY     - 1941     MONUMENTED       CGS
 LY1007  HISTORY     - 1983     GOOD             USPSQD
 LY1007
 LY1007                          STATION DESCRIPTION
 LY1007
 LY1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1007'1.2 MI E FROM LONG EDDY.
 LY1007'1.2 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT LONG
 LY1007'EDDY, SULLIVAN COUNTY, ABOUT 0.1 MILE WEST OF MILEPOST 145,
 LY1007'AT A BRIDGE, IN THE SOUTH WALL OF THE EAST ABUTMENT, 8.9 FEET
 LY1007'SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND ABOUT
 LY1007'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 142 1941.
 LY1007
 LY1007                          STATION RECOVERY (1983)
 LY1007
 LY1007'RECOVERY NOTE BY US POWER SQUADRON 1983
 LY1007'1.2 MILES EAST ALONG CONRAIL TRACKS FROM RAILROAD CROSSING SIGNAL IN
 LY1007'LONG EDDY, SULLIVAN COUNTY, ABOUT 1.0 MILE WEST OF MILEPOST 145 AT A
 LY1007'BRIDGE IN SOUTH WALL OF EAST ABUTMENT. ABOUT 23 FEET SOUTH OF SOUTH
 LY1007'RAIL OF TRACK 1 FOOT LOWER THAN TRACK. STANDARD DISK STAMPED C-142
 LY1007'1941, ONLY STAMP IS VISABLE, THE REST IS ERODED. NOTE: ONLY ONE SET
 LY1007'OF TRACKS NOW, NO RAILROAD STATION IN LONG EDDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0265 ***********************************************************************
 LY0265  DESIGNATION -  C 143
 LY0265  PID         -  LY0265
 LY0265  STATE/COUNTY-  NY/ORANGE
 LY0265  USGS QUAD   -  MAYBROOK (1981)
 LY0265
 LY0265                         *CURRENT SURVEY CONTROL
 LY0265  ___________________________________________________________________
 LY0265* NAD 83(1986)-  41 29 02.     (N)    074 14 42.     (W)     SCALED    
 LY0265* NAVD 88     -       113.172  (meters)     371.30   (feet)  ADJUSTED  
 LY0265  ___________________________________________________________________
 LY0265  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0265  DYNAMIC HT  -         113.128 (meters)     371.15  (feet)  COMP
 LY0265  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 LY0265
 LY0265  VERT ORDER  -  FIRST     CLASS II
 LY0265
 LY0265.The horizontal coordinates were scaled from a topographic map and have
 LY0265.an estimated accuracy of +/- 6 seconds.
 LY0265
 LY0265.The orthometric height was determined by differential leveling
 LY0265.and adjusted by the National Geodetic Survey in June 1991..
 LY0265
 LY0265.The geoid height was determined by GEOID03.
 LY0265
 LY0265.The dynamic height is computed by dividing the NAVD 88
 LY0265.geopotential number by the normal gravity value computed on the
 LY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0265.degrees latitude (g = 980.6199 gals.).
 LY0265
 LY0265.The modeled gravity was interpolated from observed gravity values.
 LY0265
 LY0265;                    North         East    Units  Estimated Accuracy
 LY0265;SPC NY E     -   294,310.      171,300.      MT  (+/- 180 meters Scaled)
 LY0265
 LY0265                          SUPERSEDED SURVEY CONTROL
 LY0265
 LY0265  NGVD 29 (??/??/92)  113.402  (m)          372.05   (f) ADJ UNCH    1 2
 LY0265
 LY0265.Superseded values are not recommended for survey control.
 LY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0265.See file dsdata.txt to determine how the superseded data were derived.
 LY0265
 LY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL630927(NAD 83)
 LY0265_MARKER: DB = BENCH MARK DISK
 LY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0265_STAMPING: C 143 1941
 LY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0265+STABILITY: SURFACE MOTION
 LY0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0265+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 LY0265
 LY0265  HISTORY     - Date     Condition        Report By
 LY0265  HISTORY     - 1941     MONUMENTED       CGS
 LY0265  HISTORY     - 1950     GOOD             NGS
 LY0265  HISTORY     - 19950727 MARK NOT FOUND   USPSQD
 LY0265  HISTORY     - 20030724 GOOD             NYDT
 LY0265
 LY0265                          STATION DESCRIPTION
 LY0265
 LY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0265'1.8 MI NE FROM CAMPBELL HALL.
 LY0265'ABOUT 1.8 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE
 LY0265'STATION AT CAMPBELL HALL, ORANGE COUNTY, IN THE SOUTH QUARTER
 LY0265'OF A ROAD CROSSING, 57.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LY0265'20.4 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTHWEST
 LY0265'OF AN 18-INCH MAPLE TREE AT A FENCE CORNER, 2.6 FEET NORTHWEST
 LY0265'OF THE RIGHT-OF-WAY FENCE, 0.3 FOOT NORTHWEST OF A WHITE MARKER
 LY0265'POST STENCILED USBM, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 LY0265'STANDARD DISK, STAMPED C 143 1941 AND SET IN THE TOP OF A
 LY0265'CONCRETE POST.
 LY0265
 LY0265                          STATION RECOVERY (1950)
 LY0265
 LY0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LY0265'RECOVERED IN GOOD CONDITION.
 LY0265
 LY0265                          STATION RECOVERY (1995)
 LY0265
 LY0265'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0265'MARK NOT FOUND.
 LY0265
 LY0265                          STATION RECOVERY (2003)
 LY0265
 LY0265'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (JRB)
 LY0265'MARK RECOVERED, ABOUT 1.3 MILES NOTHEAST ALONG THE FORMER ERIE
 LY0265'RAILROAD FROM THE METRO-NORTH CAMPBELL HALL STATION, ORANGE COUNTY.
 LY0265'LOCATED IN THE SOUTH QUARTER OF THE NEELEYTOWN ROAD CROSSING, 57.3
 LY0265'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20.4 FEET SOUTH OF THE ROAD
 LY0265'CENTERLINE, 12 FEET SOUTH OF A 25 INCH MAPLE TREE AT THE SOUTH EDGE OF
 LY0265'THE ROAD, A STANDARD DISK STAMPED C 143 1941 AND SET IN THE TOP OF A
 LY0265'CONCRETE POST. POST IS ABOUT 8 INCHES ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1547 ***********************************************************************
 LX1547  DESIGNATION -  C 144
 LX1547  PID         -  LX1547
 LX1547  STATE/COUNTY-  NY/ULSTER
 LX1547  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1547
 LX1547                         *CURRENT SURVEY CONTROL
 LX1547  ___________________________________________________________________
 LX1547* NAD 83(1986)-  41 44 01.     (N)    073 58 28.     (W)     SCALED    
 LX1547* NAVD 88     -        96.166  (meters)     315.50   (feet)  ADJUSTED  
 LX1547  ___________________________________________________________________
 LX1547  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX1547  DYNAMIC HT  -          96.131 (meters)     315.39  (feet)  COMP
 LX1547  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 LX1547
 LX1547  VERT ORDER  -  FIRST     CLASS II
 LX1547
 LX1547.The horizontal coordinates were scaled from a topographic map and have
 LX1547.an estimated accuracy of +/- 6 seconds.
 LX1547
 LX1547.The orthometric height was determined by differential leveling
 LX1547.and adjusted by the National Geodetic Survey in June 1991..
 LX1547
 LX1547.The geoid height was determined by GEOID03.
 LX1547
 LX1547.The dynamic height is computed by dividing the NAVD 88
 LX1547.geopotential number by the normal gravity value computed on the
 LX1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1547.degrees latitude (g = 980.6199 gals.).
 LX1547
 LX1547.The modeled gravity was interpolated from observed gravity values.
 LX1547
 LX1547;                    North         East    Units  Estimated Accuracy
 LX1547;SPC NY E     -   322,150.      193,720.      MT  (+/- 180 meters Scaled)
 LX1547
 LX1547                          SUPERSEDED SURVEY CONTROL
 LX1547
 LX1547  NGVD 29 (??/??/92)   96.431  (m)          316.37   (f) ADJ UNCH    1 2
 LX1547
 LX1547.Superseded values are not recommended for survey control.
 LX1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1547.See file dsdata.txt to determine how the superseded data were derived.
 LX1547
 LX1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM852207(NAD 83)
 LX1547_MARKER: DB = BENCH MARK DISK
 LX1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1547_SP_SET: CULVERT
 LX1547_STAMPING: C 144 1941
 LX1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1547
 LX1547  HISTORY     - Date     Condition        Report By
 LX1547  HISTORY     - 1941     MONUMENTED       CGS
 LX1547  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX1547  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX1547
 LX1547                          STATION DESCRIPTION
 LX1547
 LX1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LX1547'1.1 MI NW FROM HIGHLAND.
 LX1547'ABOUT 1.1 MILES NORTHWEST ALONG THE NEW YORK, NEW HAVEN AND
 LX1547'HARTFORD RAILROAD FROM THE STATION AT HIGHLAND, ULSTER COUNTY,
 LX1547'IN THE NORTH QUARTER OF A ROAD CROSSING, ABOUT 250 FEET WEST
 LX1547'OF A ROAD LEADING NORTH FROM STATE HIGHWAY 299, ABOUT 250 FEET
 LX1547'SOUTH OF A HIGHWAY GARAGE, AT A CONCRETE CULVERT UNDER THE
 LX1547'TRACKS, IN THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL,
 LX1547'0.6 FOOT SOUTHEAST OF THE NORTHWEST END, 0.5 FOOT SOUTHWEST OF
 LX1547'THE NORTHEAST EDGE, 7.4 FEET NORTHEAST OF THE NORTHEAST RAIL
 LX1547'OF THE NORTHEAST TRACK, AND 23 FEET NORTHWEST OF THE CENTER
 LX1547'LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 144 1941.
 LX1547
 LX1547                          STATION RECOVERY (1978)
 LX1547
 LX1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1547'NOT RECOVERED DUE TO CONSTRUCTION.
 LX1547
 LX1547                          STATION RECOVERY (1984)
 LX1547
 LX1547'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0935 ***********************************************************************
 OF0935  DESIGNATION -  C 145 RESET 1961
 OF0935  PID         -  OF0935
 OF0935  STATE/COUNTY-  NY/WAYNE
 OF0935  USGS QUAD   -  PALMYRA (1952)
 OF0935
 OF0935                         *CURRENT SURVEY CONTROL
 OF0935  ___________________________________________________________________
 OF0935* NAD 83(1986)-  43 05 46.     (N)    077 12 19.     (W)     SCALED    
 OF0935* NAVD 88     -       142.25   (+/-2cm)     466.7    (feet)  VERTCON   
 OF0935  ___________________________________________________________________
 OF0935  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OF0935
 OF0935  VERT ORDER  -  THIRD (See Below)
 OF0935
 OF0935.The horizontal coordinates were scaled from a topographic map and have
 OF0935.an estimated accuracy of +/- 6 seconds.
 OF0935
 OF0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0935.The vertical order pertains to the NGVD 29 superseded value.
 OF0935
 OF0935.The geoid height was determined by GEOID03.
 OF0935
 OF0935;                    North         East    Units  Estimated Accuracy
 OF0935;SPC NY C     -   344,030.      199,370.      MT  (+/- 180 meters Scaled)
 OF0935
 OF0935                          SUPERSEDED SURVEY CONTROL
 OF0935
 OF0935  NGVD 29 (09/01/04)  142.44   (m)          467.3    (f) RESET       3  
 OF0935
 OF0935.Superseded values are not recommended for survey control.
 OF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0935.See file dsdata.txt to determine how the superseded data were derived.
 OF0935
 OF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN205738(NAD 83)
 OF0935_MARKER: DB = BENCH MARK DISK
 OF0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0935_SP_SET: CULVERT
 OF0935_STAMPING: C 145 RESET 1961
 OF0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0935
 OF0935  HISTORY     - Date     Condition        Report By
 OF0935  HISTORY     - 1961     MONUMENTED       NYDPW
 OF0935  HISTORY     - 20031018 GOOD             USPSQD
 OF0935
 OF0935                          STATION DESCRIPTION
 OF0935
 OF0935'DESCRIBED BY NY DEPT OF PUB WORKS 1961
 OF0935'2.9 MI NE FROM PALMYRA.
 OF0935'THIS MARK IS LOCATED ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY
 OF0935'21, FROM THE CITY HALL AT PALMYRA, AT THE NORTH END OF A SHARP
 OF0935'CURVE, ABOUT 65 FEET SOUTHWEST OF A FARMHOUSE, AT A 30 IN. PIPE
 OF0935'CULVERT, AND SET HORIZONTALLY IN THE CENTER OF THE EAST HEADWALL OF
 OF0935'THE CULVERT, 29 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 OF0935'CENTERLINE OF THE HIGHWAY.
 OF0935
 OF0935                          STATION RECOVERY (2003)
 OF0935
 OF0935'RECOVERY NOTE BY US POWER SQUADRON 2003
 OF0935'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0806 ***********************************************************************
 NB0806  DESIGNATION -  C 146
 NB0806  PID         -  NB0806
 NB0806  STATE/COUNTY-  NY/ONTARIO
 NB0806  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0806
 NB0806                         *CURRENT SURVEY CONTROL
 NB0806  ___________________________________________________________________
 NB0806* NAD 83(1996)-  42 58 51.15272(N)    077 11 17.90098(W)     ADJUSTED  
 NB0806* NAVD 88     -       179.642  (meters)     589.38   (feet)  ADJUSTED  
 NB0806  ___________________________________________________________________
 NB0806  X           -   1,036,338.821 (meters)                     COMP
 NB0806  Y           -  -4,557,156.881 (meters)                     COMP
 NB0806  Z           -   4,326,046.491 (meters)                     COMP
 NB0806  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 NB0806  ELLIP HEIGHT-         144.89  (meters)          (01/11/99) GPS OBS
 NB0806  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NB0806  DYNAMIC HT  -         179.594 (meters)     589.22  (feet)  COMP
 NB0806  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 NB0806
 NB0806  HORZ ORDER  -  THIRD
 NB0806  VERT ORDER  -  SECOND    CLASS 0
 NB0806  ELLP ORDER  -  FOURTH    CLASS I
 NB0806
 NB0806.The horizontal coordinates were established by GPS observations
 NB0806.and adjusted by the National Geodetic Survey in January 1999..
 NB0806
 NB0806.The orthometric height was determined by differential leveling
 NB0806.and adjusted by the National Geodetic Survey in June 1991..
 NB0806
 NB0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB0806
 NB0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB0806
 NB0806.The ellipsoidal height was determined by GPS observations
 NB0806.and is referenced to NAD 83.
 NB0806
 NB0806.The geoid height was determined by GEOID03.
 NB0806
 NB0806.The dynamic height is computed by dividing the NAVD 88
 NB0806.geopotential number by the normal gravity value computed on the
 NB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0806.degrees latitude (g = 980.6199 gals.).
 NB0806
 NB0806.The modeled gravity was interpolated from observed gravity values.
 NB0806
 NB0806;                    North         East     Units Scale Factor Converg.
 NB0806;SPC NY C     -   331,223.199   200,657.679   MT  0.99996744   -0 24 44.8
 NB0806;SPC NY C     - 1,086,688.11    658,324.40   sFT  0.99996744   -0 24 44.8
 NB0806;UTM  18      - 4,761,014.601   321,576.362   MT  0.99999165   -1 29 32.2
 NB0806
 NB0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB0806!SPC NY C     -   0.99997728  x   0.99996744  =   0.99994472
 NB0806!UTM  18      -   0.99997728  x   0.99999165  =   0.99996893
 NB0806
 NB0806                          SUPERSEDED SURVEY CONTROL
 NB0806
 NB0806  NAD 83(1986)-  42 58 51.16299(N)    077 11 17.90017(W) AD(       ) 3
 NB0806  NAD 27      -  42 58 50.91670(N)    077 11 18.96730(W) AD(       ) 3
 NB0806  NGVD 29 (??/??/92)  179.808  (m)          589.92   (f) ADJ UNCH    2 0
 NB0806
 NB0806.Superseded values are not recommended for survey control.
 NB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0806.See file dsdata.txt to determine how the superseded data were derived.
 NB0806
 NB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN2157661015(NAD 83)
 NB0806_MARKER: DB = BENCH MARK DISK
 NB0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0806_STAMPING: C 146 1942
 NB0806_MARK LOGO: CGS   
 NB0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0806+STABILITY: SURFACE MOTION
 NB0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB0806+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1988
 NB0806
 NB0806  HISTORY     - Date     Condition        Report By
 NB0806  HISTORY     - 1942     MONUMENTED       CGS
 NB0806  HISTORY     - 1968     GOOD             USE
 NB0806  HISTORY     - 1974     GOOD             NGS
 NB0806  HISTORY     - 19880802 GOOD             NGS
 NB0806  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0806  HISTORY     - 20020116 GOOD             NGS
 NB0806
 NB0806                          STATION DESCRIPTION
 NB0806
 NB0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0806'2.5 MI E FROM MANCHESTER.
 NB0806'TO REACH FROM THE HIGH SCHOOL AT MANCHESTER, PROCEED NORTH ON STATE
 NB0806'HIGHWAY NO. 21, GO 0.6 MILE TO INTERSECTION OF ROAD TO GYPSON, TURN
 NB0806'EAST AND GO 1.9 MILES TO THE SUNNYSIDE CEMETERY AND SITE OF BENCH
 NB0806'MARK. BENCH MARK IS AT THE NORTHWEST CORNER OF THE CEMETERY, 30 FEET
 NB0806'SOUTH AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE ROAD, 2 FEET WEST
 NB0806'OF THE CORNER FENCE POST AND 2 FEET EAST OF A 4 BY 4 INCH WOODEN
 NB0806'MARKER POST. MONUMENT PROJECTS 0.5 FEET.
 NB0806
 NB0806                          STATION RECOVERY (1968)
 NB0806
 NB0806'RECOVERY NOTE BY US ENGINEERS 1968
 NB0806'RECOVERED IN GOOD CONDITION.
 NB0806
 NB0806                          STATION RECOVERY (1974)
 NB0806
 NB0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NB0806'RECOVERED IN GOOD CONDITION.
 NB0806
 NB0806                          STATION RECOVERY (1988)
 NB0806
 NB0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NB0806'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 NB0806'FOLLOWS.
 NB0806'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTHWEST OF NEWARK, 10
 NB0806'KM (6.20 MI) SOUTH OF PALMYRA, 3 KM (1.85 MI) NORTHEAST OF MANCHESTER,
 NB0806'AT THE NORTHWEST CORNER OF THE SUNNY SIDE CEMETERY.
 NB0806'OWNERSHIP--NEW YORK DEPARTMENT OF HIGHWAYS.
 NB0806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 96 ON
 NB0806'THE NORTH SIDE OF MANCHESTER, GO NORTH ON STATE HIGHWAY 21 FOR 0.6 KM
 NB0806'(0.35 MI) TO A ROAD RIGHT. TURN RIGHT, EAST, ON OUTLET ROAD FOR 1.7 KM
 NB0806'(1.05 MI) TO CURRAN ROAD ON THE LEFT.  CONTINUE EAST FOR 1.4 KM
 NB0806'(0.85 MI) TO THE CEMETERY AND STATION ON THE RIGHT.
 NB0806'THE STATION IS A STANDARD CGS DISK SET IN TOP OF A SQUARE CONCRETE
 NB0806'POST 15 CM ON A SIDE FLUSH WITH THE GROUND.  IT IS 10.0 M (32.8 FT)
 NB0806'SOUTHEAST FROM THE CENTERLINE OF THE PAVED ROAD, 2.5 M (8.2 FT)
 NB0806'WEST-SOUTHWEST FROM THE CENTER OF THE DIRT ENTRANCE ROAD TO CEMETERY,
 NB0806'0.6 M (2.0 FT) WEST-SOUTHWEST FROM THE METAL CORNER POST, AND 0.2 M
 NB0806'(0.7 FT) NORTH FROM THE CARSONITE WITNESS POST.
 NB0806'DESCRIBED BY B.L. LAMBERT, TYPED BY R.L. ZURFLUH.
 NB0806
 NB0806                          STATION RECOVERY (1989)
 NB0806
 NB0806'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0806'MARK NOT FOUND.
 NB0806
 NB0806                          STATION RECOVERY (2002)
 NB0806
 NB0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB0806'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0890 ***********************************************************************
 OF0890  DESIGNATION -  C 147
 OF0890  PID         -  OF0890
 OF0890  STATE/COUNTY-  NY/WAYNE
 OF0890  USGS QUAD   -  MACEDON (1976)
 OF0890
 OF0890                         *CURRENT SURVEY CONTROL
 OF0890  ___________________________________________________________________
 OF0890* NAD 83(1986)-  43 03 11.     (N)    077 19 47.     (W)     SCALED    
 OF0890* NAVD 88     -       149.905  (meters)     491.81   (feet)  ADJUSTED  
 OF0890  ___________________________________________________________________
 OF0890  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OF0890  DYNAMIC HT  -         149.865 (meters)     491.68  (feet)  COMP
 OF0890  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 OF0890
 OF0890  VERT ORDER  -  SECOND    CLASS 0
 OF0890
 OF0890.The horizontal coordinates were scaled from a topographic map and have
 OF0890.an estimated accuracy of +/- 6 seconds.
 OF0890
 OF0890.The orthometric height was determined by differential leveling
 OF0890.and adjusted by the National Geodetic Survey in June 1991..
 OF0890
 OF0890.The geoid height was determined by GEOID03.
 OF0890
 OF0890.The dynamic height is computed by dividing the NAVD 88
 OF0890.geopotential number by the normal gravity value computed on the
 OF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0890.degrees latitude (g = 980.6199 gals.).
 OF0890
 OF0890.The modeled gravity was interpolated from observed gravity values.
 OF0890
 OF0890;                    North         East    Units  Estimated Accuracy
 OF0890;SPC NY C     -   339,330.      189,200.      MT  (+/- 180 meters Scaled)
 OF0890
 OF0890                          SUPERSEDED SURVEY CONTROL
 OF0890
 OF0890  NGVD 29 (??/??/92)  150.078  (m)          492.38   (f) ADJ UNCH    2 0
 OF0890
 OF0890.Superseded values are not recommended for survey control.
 OF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0890.See file dsdata.txt to determine how the superseded data were derived.
 OF0890
 OF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN102693(NAD 83)
 OF0890_MARKER: DB = BENCH MARK DISK
 OF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0890_STAMPING: C 147 1942
 OF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0890+STABILITY: SURFACE MOTION
 OF0890
 OF0890  HISTORY     - Date     Condition        Report By
 OF0890  HISTORY     - 1942     MONUMENTED       CGS
 OF0890  HISTORY     - 19890910 GOOD             USPSQD
 OF0890  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 OF0890
 OF0890                          STATION DESCRIPTION
 OF0890
 OF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0890'1.8 MI SW FROM MACEDON.
 OF0890'1.8 MILES SOUTHWEST ALONG ROAD TO VICTOR VIA BROWNSVILLE.
 OF0890'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 31 AND NO. 350
 OF0890'AT MACEDON, PROCEED WESTERLY ON STATE HIGHWAY NO. 31, GO 0.8 MILE
 OF0890'TO INTERSECTION OF ROAD TO BROWNSVILLE, TURN SOUTHWESTERLY AND
 OF0890'GO ONE MILE TO A LARGE HOUSE ON TOP OF A SMALL HILL AND SITE OF
 OF0890'BENCH MARK.
 OF0890'BENCH MARK IS ABOUT 200 FEET NORTHWEST AND ACROSS THE ROAD FROM
 OF0890'A LARGE BANK BARN, 30 FEET NORTHEAST OF THE CENTER LINE OF A
 OF0890'PRIVATE DRIVEWAY, 22 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION
 OF0890'AS THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A TELEPHONE LINE
 OF0890'POLE, 3 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST,
 OF0890'MONUMENT PROJECTS 0.5 FEET.
 OF0890
 OF0890                          STATION RECOVERY (1989)
 OF0890
 OF0890'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0890'RECOVERED IN GOOD CONDITION.
 OF0890
 OF0890                          STATION RECOVERY (2001)
 OF0890
 OF0890'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 OF0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0920 ***********************************************************************
 OF0920  DESIGNATION -  C 148
 OF0920  PID         -  OF0920
 OF0920  STATE/COUNTY-  NY/WAYNE
 OF0920  USGS QUAD   -  MACEDON (1976)
 OF0920
 OF0920                         *CURRENT SURVEY CONTROL
 OF0920  ___________________________________________________________________
 OF0920* NAD 83(1986)-  43 03 34.     (N)    077 16 38.     (W)     SCALED    
 OF0920* NAVD 88     -       148.811  (meters)     488.22   (feet)  ADJUSTED  
 OF0920  ___________________________________________________________________
 OF0920  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OF0920  DYNAMIC HT  -         148.772 (meters)     488.10  (feet)  COMP
 OF0920  MODELED GRAV-     980,355.4   (mgal)                       NAVD 88
 OF0920
 OF0920  VERT ORDER  -  SECOND    CLASS II
 OF0920
 OF0920.The horizontal coordinates were scaled from a topographic map and have
 OF0920.an estimated accuracy of +/- 6 seconds.
 OF0920
 OF0920.The orthometric height was determined by differential leveling
 OF0920.and adjusted by the National Geodetic Survey in June 1991..
 OF0920
 OF0920.The geoid height was determined by GEOID03.
 OF0920
 OF0920.The dynamic height is computed by dividing the NAVD 88
 OF0920.geopotential number by the normal gravity value computed on the
 OF0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0920.degrees latitude (g = 980.6199 gals.).
 OF0920
 OF0920.The modeled gravity was interpolated from observed gravity values.
 OF0920
 OF0920;                    North         East    Units  Estimated Accuracy
 OF0920;SPC NY C     -   340,010.      193,480.      MT  (+/- 180 meters Scaled)
 OF0920
 OF0920                          SUPERSEDED SURVEY CONTROL
 OF0920
 OF0920  NGVD 29 (??/??/92)  148.988  (m)          488.80   (f) ADJ UNCH    2 0
 OF0920
 OF0920.Superseded values are not recommended for survey control.
 OF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0920.See file dsdata.txt to determine how the superseded data were derived.
 OF0920
 OF0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN145699(NAD 83)
 OF0920_MARKER: DB = BENCH MARK DISK
 OF0920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF0920_SP_SET: CULVERT HEADWALL
 OF0920_STAMPING: C 148 1942
 OF0920_MARK LOGO: CGS   
 OF0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0920+STABILITY: SURFACE MOTION
 OF0920
 OF0920  HISTORY     - Date     Condition        Report By
 OF0920  HISTORY     - 1942     MONUMENTED       CGS
 OF0920  HISTORY     - 1988     GOOD             USPSQD
 OF0920  HISTORY     - 19890917 GOOD             USPSQD
 OF0920  HISTORY     - 2003     GOOD             TVGA
 OF0920
 OF0920                          STATION DESCRIPTION
 OF0920
 OF0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0920'2.3 MI W FROM PALMYRA.
 OF0920'TO REACH FROM THE CITY HALL AT PALMYRA, PROCEED WEST ON STATE
 OF0920'HIGHWAY NO. 31, GO 0.8 MILE TO THE INTERSECTION OF THE OLD HIGHWAY,
 OF0920'CONTINUE WESTERLY ON THE OLD HIGHWAY AND GO 1.5 MILES TO INTERSECTION
 OF0920'OF NORTH-SOUTH ROAD AND SITE OF BENCH MARK.
 OF0920'BENCH MARK IS AT THE EAST POINT OF THE Y SET HORIZONTALLY IN TOP
 OF0920'OF THE NORTHEAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT,
 OF0920'20 FEET SOUTH OF THE NORTH LEG OF THE Y, 18 FEET NORTH OF THE SOUTH
 OF0920'LEG.
 OF0920
 OF0920                          STATION RECOVERY (1988)
 OF0920
 OF0920'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 OF0920'RECOVERED IN GOOD CONDITION.
 OF0920
 OF0920                          STATION RECOVERY (1989)
 OF0920
 OF0920'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0920'RECOVERED IN GOOD CONDITION.
 OF0920
 OF0920                          STATION RECOVERY (2003)
 OF0920
 OF0920'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2003 (DD)
 OF0920'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0859 ***********************************************************************
 OF0859  DESIGNATION -  C 149
 OF0859  PID         -  OF0859
 OF0859  STATE/COUNTY-  NY/WAYNE
 OF0859  USGS QUAD   -  PULTNEYVILLE (1978)
 OF0859
 OF0859                         *CURRENT SURVEY CONTROL
 OF0859  ___________________________________________________________________
 OF0859* NAD 83(1986)-  43 16 52.     (N)    077 13 31.     (W)     SCALED    
 OF0859* NAVD 88     -        81.548  (meters)     267.55   (feet)  ADJUSTED  
 OF0859  ___________________________________________________________________
 OF0859  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF0859  DYNAMIC HT  -          81.530 (meters)     267.49  (feet)  COMP
 OF0859  MODELED GRAV-     980,401.8   (mgal)                       NAVD 88
 OF0859
 OF0859  VERT ORDER  -  FIRST     CLASS II
 OF0859
 OF0859.The horizontal coordinates were scaled from a topographic map and have
 OF0859.an estimated accuracy of +/- 6 seconds.
 OF0859
 OF0859.The orthometric height was determined by differential leveling
 OF0859.and adjusted by the National Geodetic Survey in June 1991..
 OF0859
 OF0859.The geoid height was determined by GEOID03.
 OF0859
 OF0859.The dynamic height is computed by dividing the NAVD 88
 OF0859.geopotential number by the normal gravity value computed on the
 OF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0859.degrees latitude (g = 980.6199 gals.).
 OF0859
 OF0859.The modeled gravity was interpolated from observed gravity values.
 OF0859
 OF0859;                    North         East    Units  Estimated Accuracy
 OF0859;SPC NY C     -   364,600.      197,900.      MT  (+/- 180 meters Scaled)
 OF0859
 OF0859                          SUPERSEDED SURVEY CONTROL
 OF0859
 OF0859  NGVD 29 (??/??/92)   81.751  (m)          268.21   (f) ADJ UNCH    1 2
 OF0859
 OF0859.Superseded values are not recommended for survey control.
 OF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0859.See file dsdata.txt to determine how the superseded data were derived.
 OF0859
 OF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN194944(NAD 83)
 OF0859_MARKER: DB = BENCH MARK DISK
 OF0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0859_SP_SET: CULVERT
 OF0859_STAMPING: C 149 1942
 OF0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0859
 OF0859  HISTORY     - Date     Condition        Report By
 OF0859  HISTORY     - 1942     MONUMENTED       CGS
 OF0859  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF0859
 OF0859                          STATION DESCRIPTION
 OF0859
 OF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0859'2.0 MI W FROM PULTNEYVILLE.
 OF0859'2.0 MILES WEST ALONG ROAD TO SEABREEZE. TO REACH FROM THE
 OF0859'INTERSECTION OF STATE HIGHWAY NO. 21 AT PULTNEYVILLE, PROCEED WEST
 OF0859'ON PAVED ROAD AND GO 2.0 MILES TO A CONCRETE CULVERT AT THE EAST
 OF0859'END OF A CURVE AND SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY
 OF0859'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF THE CONCRETE
 OF0859'CULVERT, 18 FEET NORTH OF AND ABOUT 2 FEET BELOW THE CENTER LINE
 OF0859'OF THE ROAD.
 OF0859
 OF0859                          STATION RECOVERY (1984)
 OF0859
 OF0859'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1002 ***********************************************************************
 OF1002  DESIGNATION -  C 150
 OF1002  PID         -  OF1002
 OF1002  STATE/COUNTY-  NY/MONROE
 OF1002  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1002
 OF1002                         *CURRENT SURVEY CONTROL
 OF1002  ___________________________________________________________________
 OF1002* NAD 83(1996)-  43 15 53.60165(N)    077 41 46.36273(W)     ADJUSTED  
 OF1002* NAVD 88     -        83.157  (meters)     272.82   (feet)  ADJUSTED  
 OF1002  ___________________________________________________________________
 OF1002  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OF1002  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OF1002  DYNAMIC HT  -          83.139 (meters)     272.77  (feet)  COMP
 OF1002  MODELED GRAV-     980,392.8   (mgal)                       NAVD 88
 OF1002
 OF1002  HORZ ORDER  -  SECOND
 OF1002  VERT ORDER  -  FIRST     CLASS II
 OF1002
 OF1002.The horizontal coordinates were established by classical geodetic methods
 OF1002.and adjusted by the National Geodetic Survey in January 1999..
 OF1002
 OF1002.The orthometric height was determined by differential leveling
 OF1002.and adjusted by the National Geodetic Survey in September 1994..
 OF1002
 OF1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1002
 OF1002.The geoid height was determined by GEOID03.
 OF1002
 OF1002.The dynamic height is computed by dividing the NAVD 88
 OF1002.geopotential number by the normal gravity value computed on the
 OF1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1002.degrees latitude (g = 980.6199 gals.).
 OF1002
 OF1002.The modeled gravity was interpolated from observed gravity values.
 OF1002
 OF1002;                    North         East     Units Scale Factor Converg.
 OF1002;SPC NY W     -   362,978.306   422,020.907   MT  1.00000128   +0 36 28.9
 OF1002;SPC NY W     - 1,190,871.33  1,384,580.26   sFT  1.00000128   +0 36 28.9
 OF1002;UTM  18      - 4,793,761.082   281,177.600   MT  1.00018906   -1 50 55.1
 OF1002
 OF1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1002!SPC NY W     -   0.99999258  x   1.00000128  =   0.99999386
 OF1002!UTM  18      -   0.99999258  x   1.00018906  =   1.00018164
 OF1002
 OF1002:                Primary Azimuth Mark                     Grid Az
 OF1002:SPC NY W     -  221 1                                    181 10 54.4
 OF1002:UTM  18      -  221 1                                    183 38 18.4
 OF1002
 OF1002|---------------------------------------------------------------------|
 OF1002| PID    Reference Object                     Distance      Geod. Az  |
 OF1002|                                                           dddmmss.s |
 OF1002| OF1682 221 1                               APPROX. 0.7 KM 1814723.3 |
 OF1002|---------------------------------------------------------------------|
 OF1002
 OF1002                          SUPERSEDED SURVEY CONTROL
 OF1002
 OF1002  NAD 83(1986)-  43 15 53.60829(N)    077 41 46.36164(W) AD(       ) 2
 OF1002  NAD 27      -  43 15 53.38759(N)    077 41 47.34169(W) AD(       ) 2
 OF1002  NAVD 88 (06/15/91)   83.167  (m)          272.86   (f) UNKNOWN     1 2
 OF1002  NGVD 29 (??/??/92)   83.355  (m)          273.47   (f) ADJ UNCH    1 2
 OF1002
 OF1002.Superseded values are not recommended for survey control.
 OF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1002.See file dsdata.txt to determine how the superseded data were derived.
 OF1002
 OF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8117893761(NAD 83)
 OF1002_MARKER: DB = BENCH MARK DISK
 OF1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1002_SP_SET: CONCRETE DRAIN
 OF1002_STAMPING: C 150 1942
 OF1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1002
 OF1002  HISTORY     - Date     Condition        Report By
 OF1002  HISTORY     - 1942     MONUMENTED       CGS
 OF1002  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1002
 OF1002                          STATION DESCRIPTION
 OF1002
 OF1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF1002'2.0 MI E FROM GREECE STATION.
 OF1002'TO REACH FROM GREECE STATION GO ABOUT 2.0 MILES EASTERLY ALONG NEW
 OF1002'YORK CENTRAL RAILROAD TO INTERSECTION OF RAILROAD AND LONG POND
 OF1002'ROAD. AND SITE OF BENCH MARK. BENCH MARK IS ABOUT 27.0 FEET EAST OF
 OF1002'CENTERLINE OF LONG POND ROAD. ABOUT 13.0 FEET NORTH OF AND ABOUT
 OF1002'3.0 FEET BELOW CENTERLINE OF RAILROAD. SET IN NORTHEAST CORNER
 OF1002'OF EAST HEADWALL OF CONCRETE DRAIN.
 OF1002
 OF1002                          STATION RECOVERY (1999)
 OF1002
 OF1002'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0547 ***********************************************************************
 NB0547  DESIGNATION -  C 151
 NB0547  PID         -  NB0547
 NB0547  STATE/COUNTY-  NY/SENECA
 NB0547  USGS QUAD   -  SENECA FALLS (1978)
 NB0547
 NB0547                         *CURRENT SURVEY CONTROL
 NB0547  ___________________________________________________________________
 NB0547* NAD 83(1986)-  42 58 03.     (N)    076 51 55.     (W)     SCALED    
 NB0547* NAVD 88     -       155.828  (meters)     511.25   (feet)  ADJUSTED  
 NB0547  ___________________________________________________________________
 NB0547  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NB0547  DYNAMIC HT  -         155.787 (meters)     511.11  (feet)  COMP
 NB0547  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 NB0547
 NB0547  VERT ORDER  -  SECOND    CLASS 0
 NB0547
 NB0547.The horizontal coordinates were scaled from a topographic map and have
 NB0547.an estimated accuracy of +/- 6 seconds.
 NB0547
 NB0547.The orthometric height was determined by differential leveling
 NB0547.and adjusted by the National Geodetic Survey in June 1991..
 NB0547
 NB0547.The geoid height was determined by GEOID03.
 NB0547
 NB0547.The dynamic height is computed by dividing the NAVD 88
 NB0547.geopotential number by the normal gravity value computed on the
 NB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0547.degrees latitude (g = 980.6199 gals.).
 NB0547
 NB0547.The modeled gravity was interpolated from observed gravity values.
 NB0547
 NB0547;                    North         East    Units  Estimated Accuracy
 NB0547;SPC NY C     -   329,600.      227,000.      MT  (+/- 180 meters Scaled)
 NB0547
 NB0547                          SUPERSEDED SURVEY CONTROL
 NB0547
 NB0547  NGVD 29 (??/??/92)  155.996  (m)          511.80   (f) ADJ UNCH    2 0
 NB0547
 NB0547.Superseded values are not recommended for survey control.
 NB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0547.See file dsdata.txt to determine how the superseded data were derived.
 NB0547
 NB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN478588(NAD 83)
 NB0547_MARKER: DB = BENCH MARK DISK
 NB0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0547_STAMPING: C 151 1942
 NB0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0547+STABILITY: SURFACE MOTION
 NB0547
 NB0547  HISTORY     - Date     Condition        Report By
 NB0547  HISTORY     - 1942     MONUMENTED       CGS
 NB0547  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0547  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0547
 NB0547                          STATION DESCRIPTION
 NB0547
 NB0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0547'4.9 MI N FROM WATERLOO.
 NB0547'TO REACH FROM WATERLOO POST OFFICE, GO ABOUT 0.3 MILES EASTERLY TO
 NB0547'INTERSECTION OF ROAD TO CLYDE (SWIFT ST.) THENCE GO ABOUT 0.8 MILES
 NB0547'NORTH EASTERLY TO OIL ROAD. THENCE GO ABOUT 0.5 MILES NORTHERLY
 NB0547'(RIGHT) TO A TWO STORY STONE HOUSE EAST OF ROAD AND SITE OF BENCH
 NB0547'MARK. BENCH MARK IS ABOUT 275.0 FEET NORTH WEST OF NORTH WEST CORNER
 NB0547'OF HOUSE, ABOUT 30.0 FEET SOUTH OF ENTRANCE TO BARN, ABOUT 24.0 FEET
 NB0547'EAST OF AND LEVEL WITH CENTER LINE OF OIL ROAD. ABOUT 3.0 FEET NORTH
 NB0547'OF FENCE CORNER, AND ABOUT 3.0 FEET SOUTH OF A WHITE WOODEN MARKER
 NB0547'POST. A MONUMENT PROJECTS 0.5 OF FOOT ABOVE GROUND.
 NB0547
 NB0547                          STATION RECOVERY (1985)
 NB0547
 NB0547'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0547'MARK NOT FOUND.
 NB0547
 NB0547                          STATION RECOVERY (1995)
 NB0547
 NB0547'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0817 ***********************************************************************
 OF0817  DESIGNATION -  C 152
 OF0817  PID         -  OF0817
 OF0817  STATE/COUNTY-  NY/WAYNE
 OF0817  USGS QUAD   -  ONTARIO (1978)
 OF0817
 OF0817                         *CURRENT SURVEY CONTROL
 OF0817  ___________________________________________________________________
 OF0817* NAD 83(1986)-  43 13 49.     (N)    077 16 18.     (W)     SCALED    
 OF0817* NAVD 88     -       124.115  (meters)     407.20   (feet)  ADJUSTED  
 OF0817  ___________________________________________________________________
 OF0817  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OF0817  DYNAMIC HT  -         124.086 (meters)     407.11  (feet)  COMP
 OF0817  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 OF0817
 OF0817  VERT ORDER  -  SECOND    CLASS 0
 OF0817
 OF0817.The horizontal coordinates were scaled from a topographic map and have
 OF0817.an estimated accuracy of +/- 6 seconds.
 OF0817
 OF0817.The orthometric height was determined by differential leveling
 OF0817.and adjusted by the National Geodetic Survey in June 1991..
 OF0817
 OF0817.The geoid height was determined by GEOID03.
 OF0817
 OF0817.The dynamic height is computed by dividing the NAVD 88
 OF0817.geopotential number by the normal gravity value computed on the
 OF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0817.degrees latitude (g = 980.6199 gals.).
 OF0817
 OF0817.The modeled gravity was interpolated from observed gravity values.
 OF0817
 OF0817;                    North         East    Units  Estimated Accuracy
 OF0817;SPC NY C     -   358,980.      194,090.      MT  (+/- 180 meters Scaled)
 OF0817
 OF0817                          SUPERSEDED SURVEY CONTROL
 OF0817
 OF0817  NGVD 29 (??/??/92)  124.317  (m)          407.86   (f) ADJ UNCH    2 0
 OF0817
 OF0817.Superseded values are not recommended for survey control.
 OF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0817.See file dsdata.txt to determine how the superseded data were derived.
 OF0817
 OF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN155888(NAD 83)
 OF0817_MARKER: DB = BENCH MARK DISK
 OF0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0817_SP_SET: CULVERT
 OF0817_STAMPING: C 152 1942
 OF0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0817+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 OF0817
 OF0817  HISTORY     - Date     Condition        Report By
 OF0817  HISTORY     - 1942     MONUMENTED       CGS
 OF0817  HISTORY     - 1967     GOOD             LOCENG
 OF0817  HISTORY     - 1976     GOOD             LOCENG
 OF0817  HISTORY     - 20010331 GOOD             NGS
 OF0817  HISTORY     - 20060506 GOOD             USPSQD
 OF0817
 OF0817                          STATION DESCRIPTION
 OF0817
 OF0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0817'0.6 MI E FROM ONTARIO.
 OF0817'0.6 MILE EAST ALONG NEW YORK CENTRAL R.R. FROM STATION.
 OF0817'BENCH IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE NORTH
 OF0817'CONCRETE HEADWALL OF A 36 INCH CAST IRON PIPE CULVERT, ABOUT 0.34
 OF0817'MILE EAST OF MILE POST NO. 76, 8.5 FEET NORTH OF AND ABOUT 1.5 FEET
 OF0817'BELOW THE CENTER LINE OF THE RAILROAD.
 OF0817
 OF0817                          STATION RECOVERY (1967)
 OF0817
 OF0817'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OF0817'RECOVERED IN GOOD CONDITION.
 OF0817
 OF0817                          STATION RECOVERY (1976)
 OF0817
 OF0817'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 OF0817'RECOVERED IN GOOD CONDITION.
 OF0817
 OF0817                          STATION RECOVERY (2001)
 OF0817
 OF0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0817'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OF0817
 OF0817                          STATION RECOVERY (2006)
 OF0817
 OF0817'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0697 ***********************************************************************
 OF0697  DESIGNATION -  C 153
 OF0697  PID         -  OF0697
 OF0697  STATE/COUNTY-  NY/WAYNE
 OF0697  USGS QUAD   -  WOLCOTT (1978)
 OF0697
 OF0697                         *CURRENT SURVEY CONTROL
 OF0697  ___________________________________________________________________
 OF0697* NAD 83(1986)-  43 08 54.     (N)    076 46 24.     (W)     SCALED    
 OF0697* NAVD 88     -       130.166  (meters)     427.05   (feet)  ADJUSTED  
 OF0697  ___________________________________________________________________
 OF0697  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OF0697  DYNAMIC HT  -         130.135 (meters)     426.95  (feet)  COMP
 OF0697  MODELED GRAV-     980,381.3   (mgal)                       NAVD 88
 OF0697
 OF0697  VERT ORDER  -  SECOND    CLASS 0
 OF0697
 OF0697.The horizontal coordinates were scaled from a topographic map and have
 OF0697.an estimated accuracy of +/- 6 seconds.
 OF0697
 OF0697.The orthometric height was determined by differential leveling
 OF0697.and adjusted by the National Geodetic Survey in June 1991..
 OF0697
 OF0697.The geoid height was determined by GEOID03.
 OF0697
 OF0697.The dynamic height is computed by dividing the NAVD 88
 OF0697.geopotential number by the normal gravity value computed on the
 OF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0697.degrees latitude (g = 980.6199 gals.).
 OF0697
 OF0697.The modeled gravity was interpolated from observed gravity values.
 OF0697
 OF0697;                    North         East    Units  Estimated Accuracy
 OF0697;SPC NY C     -   349,670.      234,550.      MT  (+/- 180 meters Scaled)
 OF0697
 OF0697                          SUPERSEDED SURVEY CONTROL
 OF0697
 OF0697  NGVD 29 (??/??/92)  130.358  (m)          427.68   (f) ADJ UNCH    2 0
 OF0697
 OF0697.Superseded values are not recommended for survey control.
 OF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0697.See file dsdata.txt to determine how the superseded data were derived.
 OF0697
 OF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN558788(NAD 83)
 OF0697_MARKER: DB = BENCH MARK DISK
 OF0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0697_SP_SET: CULVERT
 OF0697_STAMPING: C 153 1942
 OF0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0697
 OF0697  HISTORY     - Date     Condition        Report By
 OF0697  HISTORY     - 1942     MONUMENTED       CGS
 OF0697  HISTORY     - 1969     GOOD             KONSKI
 OF0697  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF0697
 OF0697                          STATION DESCRIPTION
 OF0697
 OF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0697'1.2 MI N FROM SOUTH BUTLER.
 OF0697'TO REACH FROM THE FIRE STATION AT SOUTH BUTLER, PROCEED NORTHERLY
 OF0697'ON STATE HIGHWAY NO.89 AND GO 1.2 MILE TO A CONCRETE CULVERT AND
 OF0697'SITE OF BENCH MARK.
 OF0697'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST
 OF0697'HEADWALL OF THE CONCRETE CULVERT, IT IS 0.9 MILE SOUTH OF THE
 OF0697'INTERSECTION OF THE ROAD TO BUTLER CENTER, ABOUT 200 FEET SOUTH OF
 OF0697'A CURVE, 14 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 OF0697'LINE OF THE HIGHWAY.
 OF0697
 OF0697                          STATION RECOVERY (1969)
 OF0697
 OF0697'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0697'RECOVERED IN GOOD CONDITION.
 OF0697
 OF0697                          STATION RECOVERY (1990)
 OF0697
 OF0697'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0768 ***********************************************************************
 OF0768  DESIGNATION -  C 154
 OF0768  PID         -  OF0768
 OF0768  STATE/COUNTY-  NY/WAYNE
 OF0768  USGS QUAD   -  LYONS (1978)
 OF0768
 OF0768                         *CURRENT SURVEY CONTROL
 OF0768  ___________________________________________________________________
 OF0768* NAD 83(1986)-  43 04 39.     (N)    076 56 39.     (W)     SCALED    
 OF0768* NAVD 88     -       121.207  (meters)     397.66   (feet)  ADJUSTED  
 OF0768  ___________________________________________________________________
 OF0768  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OF0768  DYNAMIC HT  -         121.177 (meters)     397.56  (feet)  COMP
 OF0768  MODELED GRAV-     980,374.8   (mgal)                       NAVD 88
 OF0768
 OF0768  VERT ORDER  -  SECOND    CLASS 0
 OF0768
 OF0768.The horizontal coordinates were scaled from a topographic map and have
 OF0768.an estimated accuracy of +/- 6 seconds.
 OF0768
 OF0768.The orthometric height was determined by differential leveling
 OF0768.and adjusted by the National Geodetic Survey in June 1991..
 OF0768
 OF0768.The geoid height was determined by GEOID03.
 OF0768
 OF0768.The dynamic height is computed by dividing the NAVD 88
 OF0768.geopotential number by the normal gravity value computed on the
 OF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0768.degrees latitude (g = 980.6199 gals.).
 OF0768
 OF0768.The modeled gravity was interpolated from observed gravity values.
 OF0768
 OF0768;                    North         East    Units  Estimated Accuracy
 OF0768;SPC NY C     -   341,840.      220,620.      MT  (+/- 180 meters Scaled)
 OF0768
 OF0768                          SUPERSEDED SURVEY CONTROL
 OF0768
 OF0768  NGVD 29 (??/??/92)  121.397  (m)          398.28   (f) ADJ UNCH    2 0
 OF0768
 OF0768.Superseded values are not recommended for survey control.
 OF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0768.See file dsdata.txt to determine how the superseded data were derived.
 OF0768
 OF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN417712(NAD 83)
 OF0768_MARKER: DB = BENCH MARK DISK
 OF0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0768_SP_SET: BRIDGE ABUTMENT
 OF0768_STAMPING: C 154 1942
 OF0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0768
 OF0768  HISTORY     - Date     Condition        Report By
 OF0768  HISTORY     - 1942     MONUMENTED       CGS
 OF0768  HISTORY     - 1969     GOOD             KONSKI
 OF0768
 OF0768                          STATION DESCRIPTION
 OF0768
 OF0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0768'3.2 MI E FROM LYONS.
 OF0768'TO REACH FROM INTERSECTION OF STATE HIGH WAY NUMBER 31 AND STATE HIGH
 OF0768'WAY NUMBER 14. PROCEED ALONG STATE HIGH WAY NUMBER 31. ABOUT 3.1
 OF0768'MILES TO INTERSECTION OF DIRT ROAD LEADING NORTH TO BERLIN, THENCE
 OF0768'PROCEED ABOUT 0.1 MILE ALONG STATE HIGH WAY NUMBER 31 TO A 15.0 FOOT
 OF0768'HIGH WAY BRIDGE OVER A 16.0 FOOT STREAM AND SITE OF BENCH MARK. BENCH
 OF0768'MARK IS IN SOUTH WEST WING WALL OF SOUTH ABUTMENT. ABOUT 0.1 MILES
 OF0768'EAST OF ROAD LEADING NORTH TO BERLIN. ABOUT 15.0 FEET SOUTH OF AND
 OF0768'LEVEL WITH CENTER LINE OF PAVEMENT. NOTE--ALSO 4.0 MILES WEST FROM
 OF0768'CLYDE.
 OF0768
 OF0768                          STATION RECOVERY (1969)
 OF0768
 OF0768'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1384 ***********************************************************************
 NB1384  DESIGNATION -  C 156
 NB1384  PID         -  NB1384
 NB1384  STATE/COUNTY-  NY/LIVINGSTON
 NB1384  USGS QUAD   -  HONEOYE (1951)
 NB1384
 NB1384                         *CURRENT SURVEY CONTROL
 NB1384  ___________________________________________________________________
 NB1384* NAD 83(1986)-  42 51 07.     (N)    077 36 53.     (W)     SCALED    
 NB1384* NAVD 88     -       309.176  (meters)    1014.35   (feet)  ADJUSTED  
 NB1384  ___________________________________________________________________
 NB1384  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NB1384  DYNAMIC HT  -         309.084 (meters)    1014.05  (feet)  COMP
 NB1384  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 NB1384
 NB1384  VERT ORDER  -  SECOND    CLASS 0
 NB1384
 NB1384.The horizontal coordinates were scaled from a topographic map and have
 NB1384.an estimated accuracy of +/- 6 seconds.
 NB1384
 NB1384.The orthometric height was determined by differential leveling
 NB1384.and adjusted by the National Geodetic Survey in June 1991..
 NB1384
 NB1384.The geoid height was determined by GEOID03.
 NB1384
 NB1384.The dynamic height is computed by dividing the NAVD 88
 NB1384.geopotential number by the normal gravity value computed on the
 NB1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1384.degrees latitude (g = 980.6199 gals.).
 NB1384
 NB1384.The modeled gravity was interpolated from observed gravity values.
 NB1384
 NB1384;                    North         East    Units  Estimated Accuracy
 NB1384;SPC NY W     -   317,180.      429,170.      MT  (+/- 180 meters Scaled)
 NB1384
 NB1384                          SUPERSEDED SURVEY CONTROL
 NB1384
 NB1384  NGVD 29 (??/??/92)  309.326  (m)         1014.85   (f) ADJ UNCH    2 0
 NB1384
 NB1384.Superseded values are not recommended for survey control.
 NB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1384.See file dsdata.txt to determine how the superseded data were derived.
 NB1384
 NB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN863476(NAD 83)
 NB1384_MARKER: DB = BENCH MARK DISK
 NB1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1384_SP_SET: CULVERT
 NB1384_STAMPING: C 156-1942
 NB1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1384
 NB1384  HISTORY     - Date     Condition        Report By
 NB1384  HISTORY     - 1942     MONUMENTED       CGS
 NB1384  HISTORY     - 19910405 GOOD             USPSQD
 NB1384
 NB1384                          STATION DESCRIPTION
 NB1384
 NB1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1384'3.8 MI S FROM LIMA.
 NB1384'TO REACH FROM POST OFFICE IN LIMA--GO 3.8 MILES SOUTH ON U.S. HWY.
 NB1384'NO. 15A, TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.1 MILE NORTH
 NB1384'OF A BIG TWO-STORY HOUSE, 2.8 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 NB1384'11.0 FEET SOUTHEAST OF A TELEPHONE POLE, 28.0 FEET EAST OF AND
 NB1384'ABOUT 2.0 FEET BELOW THE CENTER LINE OF HIGHWAY, IN THE CENTER OF
 NB1384'THE EAST HEADWALL OF A CONCRETE CULVERT.
 NB1384
 NB1384                          STATION RECOVERY (1991)
 NB1384
 NB1384'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1488 ***********************************************************************
 NB1488  DESIGNATION -  C 157
 NB1488  PID         -  NB1488
 NB1488  STATE/COUNTY-  NY/LIVINGSTON
 NB1488  USGS QUAD   -  OSSIAN (1972)
 NB1488
 NB1488                         *CURRENT SURVEY CONTROL
 NB1488  ___________________________________________________________________
 NB1488* NAD 83(1986)-  42 33 25.     (N)    077 49 52.     (W)     SCALED    
 NB1488* NAVD 88     -       516.881  (meters)    1695.80   (feet)  ADJUSTED  
 NB1488  ___________________________________________________________________
 NB1488  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NB1488  DYNAMIC HT  -         516.692 (meters)    1695.18  (feet)  COMP
 NB1488  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 NB1488
 NB1488  VERT ORDER  -  SECOND    CLASS 0
 NB1488
 NB1488.The horizontal coordinates were scaled from a topographic map and have
 NB1488.an estimated accuracy of +/- 6 seconds.
 NB1488
 NB1488.The orthometric height was determined by differential leveling
 NB1488.and adjusted by the National Geodetic Survey in June 1991..
 NB1488
 NB1488.The geoid height was determined by GEOID03.
 NB1488
 NB1488.The dynamic height is computed by dividing the NAVD 88
 NB1488.geopotential number by the normal gravity value computed on the
 NB1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1488.degrees latitude (g = 980.6199 gals.).
 NB1488
 NB1488.The modeled gravity was interpolated from observed gravity values.
 NB1488
 NB1488;                    North         East    Units  Estimated Accuracy
 NB1488;SPC NY W     -   284,230.      411,770.      MT  (+/- 180 meters Scaled)
 NB1488
 NB1488                          SUPERSEDED SURVEY CONTROL
 NB1488
 NB1488  NGVD 29 (??/??/92)  517.009  (m)         1696.22   (f) ADJ UNCH    2 0
 NB1488
 NB1488.Superseded values are not recommended for survey control.
 NB1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1488.See file dsdata.txt to determine how the superseded data were derived.
 NB1488
 NB1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN675155(NAD 83)
 NB1488_MARKER: DB = BENCH MARK DISK
 NB1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1488_STAMPING: C 157-1942
 NB1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1488+STABILITY: SURFACE MOTION
 NB1488
 NB1488  HISTORY     - Date     Condition        Report By
 NB1488  HISTORY     - 1942     MONUMENTED       CGS
 NB1488  HISTORY     - 1957     MARK NOT FOUND   LOCENG
 NB1488
 NB1488                          STATION DESCRIPTION
 NB1488
 NB1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1488'8.6 MI E FROM DALTON.
 NB1488'TO REACH FROM THE ERIE RAILROAD STATION IN DALTON--GO 3.6 MILES
 NB1488'SOUTHEAST ALONG RAILROAD AND STATE HIGHWAY NO. 408A TO AN IMPROVED
 NB1488'COUNTRY ROAD GOING NORTHEAST, THENCE GO 2.1 MILES NORTHEAST TO
 NB1488'CROSSROADS, THENCE GO 2.6 MILES EAST ON DIRT ROAD TO A T ROAD
 NB1488'INTERSECTION, THENCE TURN RIGHT AND CONTINUE ON EASTERLY 0.3 MILE, TO
 NB1488'SITE OF BENCH MARK. BENCH MARK IS AT A SMALL SETTLEMENT CALLED
 NB1488'WESTVIEW, 79.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE,
 NB1488'TWO-STORY HOUSE. 9.0 FEET EAST OF A FENCE CORNER. 20.0 FEET EAST OF
 NB1488'CENTER OF DRIVE-WAY. 1.0 FOOT NORTH OF FENCE. 22.0 FEET SOUTH OF AND
 NB1488'ABOUT 3.0 FEET ABOVE CENTER OF ROAD. AND 3.0 FEET EAST OF A 4X4 IN.
 NB1488'MARKER POST. MONUMENT PROJECTS 0.4 FOOT.
 NB1488
 NB1488                          STATION RECOVERY (1957)
 NB1488
 NB1488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB1488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0196 ***********************************************************************
 NB0196  DESIGNATION -  C 158
 NB0196  PID         -  NB0196
 NB0196  STATE/COUNTY-  NY/CORTLAND
 NB0196  USGS QUAD   -  CORTLAND (1955)
 NB0196
 NB0196                         *CURRENT SURVEY CONTROL
 NB0196  ___________________________________________________________________
 NB0196* NAD 83(1986)-  42 35 43.     (N)    076 12 57.     (W)     SCALED    
 NB0196* NAVD 88     -       357.993  (meters)    1174.52   (feet)  ADJUSTED  
 NB0196  ___________________________________________________________________
 NB0196  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB0196  DYNAMIC HT  -         357.872 (meters)    1174.12  (feet)  COMP
 NB0196  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NB0196
 NB0196  VERT ORDER  -  SECOND    CLASS 0
 NB0196
 NB0196.The horizontal coordinates were scaled from a topographic map and have
 NB0196.an estimated accuracy of +/- 6 seconds.
 NB0196
 NB0196.The orthometric height was determined by differential leveling
 NB0196.and adjusted by the National Geodetic Survey in June 1991..
 NB0196
 NB0196.The geoid height was determined by GEOID03.
 NB0196
 NB0196.The dynamic height is computed by dividing the NAVD 88
 NB0196.geopotential number by the normal gravity value computed on the
 NB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0196.degrees latitude (g = 980.6199 gals.).
 NB0196
 NB0196.The modeled gravity was interpolated from observed gravity values.
 NB0196
 NB0196;                    North         East    Units  Estimated Accuracy
 NB0196;SPC NY C     -   288,280.      280,160.      MT  (+/- 180 meters Scaled)
 NB0196
 NB0196                          SUPERSEDED SURVEY CONTROL
 NB0196
 NB0196  NGVD 29 (??/??/92)  358.130  (m)         1174.96   (f) ADJ UNCH    2 0
 NB0196
 NB0196.Superseded values are not recommended for survey control.
 NB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0196.See file dsdata.txt to determine how the superseded data were derived.
 NB0196
 NB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN002165(NAD 83)
 NB0196_MARKER: DB = BENCH MARK DISK
 NB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0196_STAMPING: C 158 1942
 NB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0196+STABILITY: SURFACE MOTION
 NB0196
 NB0196  HISTORY     - Date     Condition        Report By
 NB0196  HISTORY     - 1942     MONUMENTED       CGS
 NB0196  HISTORY     - 19910110 MARK NOT FOUND   USPSQD
 NB0196  HISTORY     - 20060307 MARK NOT FOUND   NYDT
 NB0196
 NB0196                          STATION DESCRIPTION
 NB0196
 NB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0196'2.2 MI W FROM CORTLAND.
 NB0196'2.2 MILES WEST ALONG STATE HIGHWAY 222 FROM THE ERIE-LACKAWANNA
 NB0196'RAILROAD STATION AT CORTLAND, CORTLAND COUNTY, 91 FEET NORTH OF THE
 NB0196'NORTHEAST CORNER OF CORTLAND AIRPORT, 43 FEET WEST OF THE CENTERLINE
 NB0196'OF THE DRIVEWAY LEADING INTO THE AIRPORT, 34.5 FEET SOUTH OF THE
 NB0196'CENTERLINE OF THE HIGHWAY, 2.6 FEET WEST OF POWER POLE NO. SYR 68,
 NB0196'3 FEET EAST OF A WHITE WOODEN POST. AND 2 FEET HIGHER THAN THE
 NB0196'HIGHWAY. A STANDARD DISK, STAMPED C 158 1942 AND SET IN THE TOP OF
 NB0196'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 NB0196
 NB0196                          STATION RECOVERY (1991)
 NB0196
 NB0196'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0196'MARK NOT FOUND.
 NB0196
 NB0196                          STATION RECOVERY (2006)
 NB0196
 NB0196'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 NB0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0634 ***********************************************************************
 NB0634  DESIGNATION -  C 159
 NB0634  PID         -  NB0634
 NB0634  STATE/COUNTY-  NY/CAYUGA
 NB0634  USGS QUAD   -  GENOA (1976)
 NB0634
 NB0634                         *CURRENT SURVEY CONTROL
 NB0634  ___________________________________________________________________
 NB0634* NAD 83(1986)-  42 39 54.     (N)    076 37 00.     (W)     SCALED    
 NB0634* NAVD 88     -       291.888  (meters)     957.64   (feet)  ADJUSTED  
 NB0634  ___________________________________________________________________
 NB0634  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NB0634  DYNAMIC HT  -         291.799 (meters)     957.34  (feet)  COMP
 NB0634  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 NB0634
 NB0634  VERT ORDER  -  SECOND    CLASS 0
 NB0634
 NB0634.The horizontal coordinates were scaled from a topographic map and have
 NB0634.an estimated accuracy of +/- 6 seconds.
 NB0634
 NB0634.The orthometric height was determined by differential leveling
 NB0634.and adjusted by the National Geodetic Survey in June 1991..
 NB0634
 NB0634.The geoid height was determined by GEOID03.
 NB0634
 NB0634.The dynamic height is computed by dividing the NAVD 88
 NB0634.geopotential number by the normal gravity value computed on the
 NB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0634.degrees latitude (g = 980.6199 gals.).
 NB0634
 NB0634.The modeled gravity was interpolated from observed gravity values.
 NB0634
 NB0634;                    North         East    Units  Estimated Accuracy
 NB0634;SPC NY C     -   295,960.      247,270.      MT  (+/- 180 meters Scaled)
 NB0634
 NB0634                          SUPERSEDED SURVEY CONTROL
 NB0634
 NB0634  NGVD 29 (??/??/92)  292.033  (m)          958.11   (f) ADJ UNCH    2 0
 NB0634
 NB0634.Superseded values are not recommended for survey control.
 NB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0634.See file dsdata.txt to determine how the superseded data were derived.
 NB0634
 NB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN675248(NAD 83)
 NB0634_MARKER: DB = BENCH MARK DISK
 NB0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0634_SP_SET: SIDEWALK
 NB0634_STAMPING: C 159 1942
 NB0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0634
 NB0634  HISTORY     - Date     Condition        Report By
 NB0634  HISTORY     - 1942     MONUMENTED       CGS
 NB0634  HISTORY     - 1985     GOOD             USPSQD
 NB0634  HISTORY     - 1986     GOOD             USPSQD
 NB0634  HISTORY     - 1990     GOOD             USPSQD
 NB0634  HISTORY     - 20060917 GOOD             GEOCAC
 NB0634
 NB0634                          STATION DESCRIPTION
 NB0634
 NB0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0634'AT KING FERRY.
 NB0634'BENCH MARK IS SET VERTICALLY IN THE NORTH SIDE OF THE RED AND WHITE
 NB0634'STORE OWNED BY ROY A. TUTTLE. IT IS ABOUT 165.0 FEET SOUTHEAST OF
 NB0634'THE POST OFFICE, ABOUT 96.0 FEET SOUTHEAST OF THE CENTER OF THE
 NB0634'INTERSECTION OF STATE HIGHWAY NO. 90 AND STATE HIGHWAY NO. 34 B,
 NB0634'36.9 FEET SOUTH OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF STATE
 NB0634'HIGHWAY NO. 90, 16.2 FEET WEST OF THE CENTER OF A DOOR, 4.0 FEET
 NB0634'EAST OF THE NORTHWEST CORNER, AND 3.0 FEET ABOVE THE SIDEWALK.
 NB0634
 NB0634                          STATION RECOVERY (1985)
 NB0634
 NB0634'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0634'THE FORMER RED AND WHITE STORE IS NOW THE VCS GROCERY. THE MARK IS
 NB0634'LOCATED AS DESCRIBED EXCEPT THAT IT IS NOW 4.0 FEET ABOVE THE GROUND
 NB0634'LEVEL.
 NB0634
 NB0634                          STATION RECOVERY (1986)
 NB0634
 NB0634'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0634'RECOVERED IN GOOD CONDITION.
 NB0634
 NB0634                          STATION RECOVERY (1990)
 NB0634
 NB0634'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0634'RECOVERED IN GOOD CONDITION.
 NB0634
 NB0634                          STATION RECOVERY (2006)
 NB0634
 NB0634'RECOVERY NOTE BY GEOCACHING 2006 (RGS)
 NB0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0048 ***********************************************************************
 PJ0048  DESIGNATION -  C 16
 PJ0048  PID         -  PJ0048
 PJ0048  STATE/COUNTY-  NY/JEFFERSON
 PJ0048  USGS QUAD   -  DEXTER (1982)
 PJ0048
 PJ0048                         *CURRENT SURVEY CONTROL
 PJ0048  ___________________________________________________________________
 PJ0048* NAD 83(1986)-  44 02 18.     (N)    076 03 52.     (W)     SCALED    
 PJ0048* NAVD 88     -        98.553  (meters)     323.34   (feet)  ADJUSTED  
 PJ0048  ___________________________________________________________________
 PJ0048  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 PJ0048  DYNAMIC HT  -          98.538 (meters)     323.29  (feet)  COMP
 PJ0048  MODELED GRAV-     980,465.9   (mgal)                       NAVD 88
 PJ0048
 PJ0048  VERT ORDER  -  FIRST     CLASS II
 PJ0048
 PJ0048.The horizontal coordinates were scaled from a topographic map and have
 PJ0048.an estimated accuracy of +/- 6 seconds.
 PJ0048
 PJ0048.The orthometric height was determined by differential leveling
 PJ0048.and adjusted by the National Geodetic Survey in June 1991..
 PJ0048
 PJ0048.The geoid height was determined by GEOID03.
 PJ0048
 PJ0048.The dynamic height is computed by dividing the NAVD 88
 PJ0048.geopotential number by the normal gravity value computed on the
 PJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0048.degrees latitude (g = 980.6199 gals.).
 PJ0048
 PJ0048.The modeled gravity was interpolated from observed gravity values.
 PJ0048
 PJ0048;                    North         East    Units  Estimated Accuracy
 PJ0048;SPC NY C     -   448,660.      291,590.      MT  (+/- 180 meters Scaled)
 PJ0048
 PJ0048                          SUPERSEDED SURVEY CONTROL
 PJ0048
 PJ0048  NGVD 29 (??/??/92)   98.692  (m)          323.79   (f) ADJ UNCH    1 2
 PJ0048
 PJ0048.Superseded values are not recommended for survey control.
 PJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0048.See file dsdata.txt to determine how the superseded data were derived.
 PJ0048
 PJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP147766(NAD 83)
 PJ0048_MARKER: Q = CHISELED SQUARE
 PJ0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0048_SP_SET: CULVERT
 PJ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0048
 PJ0048  HISTORY     - Date     Condition        Report By
 PJ0048  HISTORY     - UNK      MONUMENTED       NYCRR
 PJ0048  HISTORY     - 1943     GOOD             NGS
 PJ0048
 PJ0048                          STATION DESCRIPTION
 PJ0048
 PJ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0048'1.1 MI NW FROM LIMERICK.
 PJ0048'C 16 ABOUT 1.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 PJ0048'FROM THE STATION AT LIMERICK, JEFFERSON COUNTY, ABOUT 1/3 MILE
 PJ0048'SOUTHEAST OF MILEPOST W 10, ABOUT 250 FEET NORTHWEST OF A ROAD
 PJ0048'CROSSING, AND ON THE SOUTH CORNER OF THE CAPSTONE OF CULVERT V 11.
 PJ0048'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0881 ***********************************************************************
 NB0881  DESIGNATION -  C 160
 NB0881  PID         -  NB0881
 NB0881  STATE/COUNTY-  NY/ONTARIO
 NB0881  USGS QUAD   -  BRISTOL CENTER (1976)
 NB0881
 NB0881                         *CURRENT SURVEY CONTROL
 NB0881  ___________________________________________________________________
 NB0881* NAD 83(1986)-  42 51 53.     (N)    077 23 23.     (W)     SCALED    
 NB0881* NAVD 88     -       262.170  (meters)     860.14   (feet)  ADJUSTED  
 NB0881  ___________________________________________________________________
 NB0881  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NB0881  DYNAMIC HT  -         262.090 (meters)     859.87  (feet)  COMP
 NB0881  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 NB0881
 NB0881  VERT ORDER  -  SECOND    CLASS 0
 NB0881
 NB0881.The horizontal coordinates were scaled from a topographic map and have
 NB0881.an estimated accuracy of +/- 6 seconds.
 NB0881
 NB0881.The orthometric height was determined by differential leveling
 NB0881.and adjusted by the National Geodetic Survey in June 1991..
 NB0881
 NB0881.The geoid height was determined by GEOID03.
 NB0881
 NB0881.The dynamic height is computed by dividing the NAVD 88
 NB0881.geopotential number by the normal gravity value computed on the
 NB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0881.degrees latitude (g = 980.6199 gals.).
 NB0881
 NB0881.The modeled gravity was interpolated from observed gravity values.
 NB0881
 NB0881;                    North         East    Units  Estimated Accuracy
 NB0881;SPC NY C     -   318,460.      184,110.      MT  (+/- 180 meters Scaled)
 NB0881
 NB0881                          SUPERSEDED SURVEY CONTROL
 NB0881
 NB0881  NGVD 29 (??/??/92)  262.306  (m)          860.58   (f) ADJ UNCH    2 0
 NB0881
 NB0881.Superseded values are not recommended for survey control.
 NB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0881.See file dsdata.txt to determine how the superseded data were derived.
 NB0881
 NB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN047485(NAD 83)
 NB0881_MARKER: DB = BENCH MARK DISK
 NB0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0881_SP_SET: BRIDGE
 NB0881_STAMPING: C 160 1942
 NB0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0881
 NB0881  HISTORY     - Date     Condition        Report By
 NB0881  HISTORY     - 1942     MONUMENTED       CGS
 NB0881  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NB0881  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0881
 NB0881                          STATION DESCRIPTION
 NB0881
 NB0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0881'3.7 MI SE FROM HOLCOMB.
 NB0881'TO REACH FROM THE N.Y. CENTRAL R.R. STATION AT HOLCOMB. PROCEED
 NB0881'EASTERLY ALONG N.Y.C.R.R. TRACK 1.7 MILES, THENCE SOUTHERLY
 NB0881'ALONG COUNTY ROAD 0.9 MILE, THENCE SOUTHERLY ALONG U.S. HIGHWAY
 NB0881'NO. 20 1.1 MILE TO THE SITE OF THE BENCH MARK. BENCH MARK IS AT TOP
 NB0881'OF SOUTH WING WALL ON WEST END OF LARGE CONCRETE BRIDGE ACROSS
 NB0881'MUD CREEK.
 NB0881
 NB0881                          STATION RECOVERY (1986)
 NB0881
 NB0881'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0881'MARK NOT FOUND.
 NB0881
 NB0881                          STATION RECOVERY (1988)
 NB0881
 NB0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1390 ***********************************************************************
 NB1390  CBN         -  This is a Cooperative Base Network Control Station.
 NB1390  DESIGNATION -  C 161
 NB1390  PID         -  NB1390
 NB1390  STATE/COUNTY-  NY/LIVINGSTON
 NB1390  USGS QUAD   -  GENESEO (1978)
 NB1390
 NB1390                         *CURRENT SURVEY CONTROL
 NB1390  ___________________________________________________________________
 NB1390* NAD 83(1996)-  42 47 36.87529(N)    077 48 06.87314(W)     ADJUSTED  
 NB1390* NAVD 88     -       263.887  (meters)     865.77   (feet)  ADJUSTED  
 NB1390  ___________________________________________________________________
 NB1390  X           -     990,481.141 (meters)                     COMP
 NB1390  Y           -  -4,581,895.881 (meters)                     COMP
 NB1390  Z           -   4,310,858.513 (meters)                     COMP
 NB1390  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NB1390  ELLIP HEIGHT-         229.78  (meters)          (09/18/02) GPS OBS
 NB1390  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NB1390  DYNAMIC HT  -         263.813 (meters)     865.53  (feet)  COMP
 NB1390  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 NB1390
 NB1390  HORZ ORDER  -  B
 NB1390  VERT ORDER  -  SECOND    CLASS 0
 NB1390  ELLP ORDER  -  FOURTH    CLASS II
 NB1390
 NB1390.The horizontal coordinates were established by GPS observations
 NB1390.and adjusted by the National Geodetic Survey in July 1997..
 NB1390
 NB1390.The orthometric height was determined by differential leveling
 NB1390.and adjusted by the National Geodetic Survey in June 1991..
 NB1390
 NB1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB1390
 NB1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1390
 NB1390.The ellipsoidal height was determined by GPS observations
 NB1390.and is referenced to NAD 83.
 NB1390
 NB1390.The geoid height was determined by GEOID03.
 NB1390
 NB1390.The dynamic height is computed by dividing the NAVD 88
 NB1390.geopotential number by the normal gravity value computed on the
 NB1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1390.degrees latitude (g = 980.6199 gals.).
 NB1390
 NB1390.The modeled gravity was interpolated from observed gravity values.
 NB1390
 NB1390;                    North         East     Units Scale Factor Converg.
 NB1390;SPC NY W     -   310,535.887   413,927.125   MT  0.99998776   +0 31 51.2
 NB1390;SPC NY W     - 1,018,816.49  1,358,025.91   sFT  0.99998776   +0 31 51.2
 NB1390;UTM  18      - 4,741,700.257   270,850.803   MT  1.00024605   -1 54 15.6
 NB1390
 NB1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1390!SPC NY W     -   0.99996397  x   0.99998776  =   0.99995173
 NB1390!UTM  18      -   0.99996397  x   1.00024605  =   1.00021001
 NB1390
 NB1390                          SUPERSEDED SURVEY CONTROL
 NB1390
 NB1390  ELLIP H (07/22/97)  229.86   (m)                       GP(       ) 1 1
 NB1390  NAVD 88 (07/22/97)  263.88   (m)          865.7    (f) LEVELING    3  
 NB1390  NGVD 29 (??/??/92)  264.049  (m)          866.30   (f) ADJ UNCH    2 0
 NB1390
 NB1390.Superseded values are not recommended for survey control.
 NB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1390.See file dsdata.txt to determine how the superseded data were derived.
 NB1390
 NB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7085141700(NAD 83)
 NB1390_MARKER: DB = BENCH MARK DISK
 NB1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1390_STAMPING: C161 1942
 NB1390_MARK LOGO: CGS   
 NB1390_PROJECTION: FLUSH
 NB1390_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1390+STABILITY: SURFACE MOTION
 NB1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1390+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 NB1390
 NB1390  HISTORY     - Date     Condition        Report By
 NB1390  HISTORY     - 1942     MONUMENTED       CGS
 NB1390  HISTORY     - 1942     GOOD             NGS
 NB1390  HISTORY     - 19951101 GOOD             NYDT
 NB1390  HISTORY     - 19980730 GOOD             FA
 NB1390  HISTORY     - 20010725 GOOD             NYDT
 NB1390
 NB1390                          STATION DESCRIPTION
 NB1390
 NB1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1390'1.0 MI E FROM GENESEO.
 NB1390'TO REACH FROM THE GENESEO HIGH SCHOOL AT GENESEO. PROCEED EASTERLY
 NB1390'ALONG U.S. HIGHWAY NO. 20A 1.0 MILE TO THE SITE OF THE BENCH MARK.
 NB1390'BENCH MARK IS ABOUT 0.7 MILE EAST OF AND ACROSS THE ROAD FROM
 NB1390'CEMETERY IT IS 27.5 FEET SOUTH OF AND ABOUT 0.5 FEET ABOVE THE CENTER
 NB1390'LINE OF THE PAVEMENT, 13.5 FEET SOUTHWEST OF POWER POLE, 1.5 FOOT
 NB1390'NORTH OF ROAD FENCE AND 3.0 FEET EAST OF A 4X4 WOODEN MARKER POST.
 NB1390'THE MONUMENT PROJECTS 0.5 FOOT.
 NB1390
 NB1390                          STATION RECOVERY (1995)
 NB1390
 NB1390'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NB1390'NEW DESCRIPTION FOLLOWS.  THE STATION IS ON THE EAST SIDE OF GENESEO,
 NB1390'ALONG US ROUTE 20A.  TO REACH THE STATION FROM THE JUNCTION OF NY
 NB1390'ROUTE 39 AND US ROUTE 20A IN GENESEO, GO EAST ON US ROUTE 20A FOR 1.1
 NB1390'KM (0.68 MI) TO THE STATION ON THE RIGHT, SOUTH, SIDE OF HIGHWAY. THE
 NB1390'STATION IS IN THE FRONT YARD OF NUMBER 38 EAST SOUTH STREET, US ROUTE
 NB1390'20A.  IT IS 0.2 KM (0.12 MI) EAST OF THE EAST EDGE OF A LARGE CEMETERY
 NB1390'ON THE NORTH SIDE OF THE HIGHWAY, 2.8 M (9.19 FT) SOUTH OF THE SOUTH
 NB1390'EDGE OF THE PAVEMENT, 4.8 M (15.75 FT) WEST OF THE WEST EDGE OF THE
 NB1390'DRIVEWAY, BETWEEN MILE MARKERS 20A/4203/1094 AND 20A/4203/1093.
 NB1390
 NB1390                          STATION RECOVERY (1998)
 NB1390
 NB1390'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 NB1390'GOOD.
 NB1390
 NB1390                          STATION RECOVERY (2001)
 NB1390
 NB1390'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (MC)
 NB1390'RECOVERED AS DESCRIBED.
 NB1390'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1431 ***********************************************************************
 NB1431  DESIGNATION -  C 162
 NB1431  PID         -  NB1431
 NB1431  STATE/COUNTY-  NY/ONTARIO
 NB1431  USGS QUAD   -  SPRINGWATER (1942)
 NB1431
 NB1431                         *CURRENT SURVEY CONTROL
 NB1431  ___________________________________________________________________
 NB1431* NAD 83(1986)-  42 42 08.     (N)    077 31 39.     (W)     SCALED    
 NB1431* NAVD 88     -       597.354  (meters)    1959.82   (feet)  ADJUSTED  
 NB1431  ___________________________________________________________________
 NB1431  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NB1431  DYNAMIC HT  -         597.130 (meters)    1959.08  (feet)  COMP
 NB1431  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 NB1431
 NB1431  VERT ORDER  -  SECOND    CLASS 0
 NB1431
 NB1431.The horizontal coordinates were scaled from a topographic map and have
 NB1431.an estimated accuracy of +/- 6 seconds.
 NB1431
 NB1431.The orthometric height was determined by differential leveling
 NB1431.and adjusted by the National Geodetic Survey in June 1991..
 NB1431
 NB1431.The geoid height was determined by GEOID03.
 NB1431
 NB1431.The dynamic height is computed by dividing the NAVD 88
 NB1431.geopotential number by the normal gravity value computed on the
 NB1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1431.degrees latitude (g = 980.6199 gals.).
 NB1431
 NB1431.The modeled gravity was interpolated from observed gravity values.
 NB1431
 NB1431;                    North         East    Units  Estimated Accuracy
 NB1431;SPC NY C     -   300,520.      172,650.      MT  (+/- 180 meters Scaled)
 NB1431
 NB1431                          SUPERSEDED SURVEY CONTROL
 NB1431
 NB1431  NGVD 29 (??/??/92)  597.468  (m)         1960.19   (f) ADJ UNCH    2 0
 NB1431
 NB1431.Superseded values are not recommended for survey control.
 NB1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1431.See file dsdata.txt to determine how the superseded data were derived.
 NB1431
 NB1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN929308(NAD 83)
 NB1431_MARKER: DB = BENCH MARK DISK
 NB1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1431_STAMPING: C 162 1942
 NB1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1431+STABILITY: SURFACE MOTION
 NB1431
 NB1431  HISTORY     - Date     Condition        Report By
 NB1431  HISTORY     - 1942     MONUMENTED       CGS
 NB1431
 NB1431                          STATION DESCRIPTION
 NB1431
 NB1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1431'6.9 MI S FROM HONEOYE.
 NB1431'TO REACH FROM THE U.S. POST OFFICE AT HONEOYE--PROCEED WESTERLY
 NB1431'ALONG U.S. HIGHWAY NO.20A 0.8 MILE, THENCE SOUTHERLY ALONG COUNTY
 NB1431'ROAD 6.1 MILES TO THE SITE OF THE BENCH MARK. BENCH MARK IS 32.FEET
 NB1431'SOUTHWEST OF A SMALL PINE TREE AT THE NORTHWEST CORNER OF A WOODED
 NB1431'AREA. IT IS 19.6 FEET EAST OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE
 NB1431'OF THE ROAD AND 3.FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 NB1431'MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0168 ***********************************************************************
 NB0168  DESIGNATION -  C 163
 NB0168  PID         -  NB0168
 NB0168  STATE/COUNTY-  NY/TOMPKINS
 NB0168  USGS QUAD   -  GROTON (1970)
 NB0168
 NB0168                         *CURRENT SURVEY CONTROL
 NB0168  ___________________________________________________________________
 NB0168* NAD 83(1986)-  42 35 48.     (N)    076 22 11.     (W)     SCALED    
 NB0168* NAVD 88     -       296.837  (meters)     973.87   (feet)  ADJUSTED  
 NB0168  ___________________________________________________________________
 NB0168  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB0168  DYNAMIC HT  -         296.738 (meters)     973.55  (feet)  COMP
 NB0168  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 NB0168
 NB0168  VERT ORDER  -  SECOND    CLASS 0
 NB0168
 NB0168.The horizontal coordinates were scaled from a topographic map and have
 NB0168.an estimated accuracy of +/- 6 seconds.
 NB0168
 NB0168.The orthometric height was determined by differential leveling
 NB0168.and adjusted by the National Geodetic Survey in June 1991..
 NB0168
 NB0168.The geoid height was determined by GEOID03.
 NB0168
 NB0168.The dynamic height is computed by dividing the NAVD 88
 NB0168.geopotential number by the normal gravity value computed on the
 NB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0168.degrees latitude (g = 980.6199 gals.).
 NB0168
 NB0168.The modeled gravity was interpolated from observed gravity values.
 NB0168
 NB0168;                    North         East    Units  Estimated Accuracy
 NB0168;SPC NY C     -   288,390.      267,530.      MT  (+/- 180 meters Scaled)
 NB0168
 NB0168                          SUPERSEDED SURVEY CONTROL
 NB0168
 NB0168  NGVD 29 (??/??/92)  296.981  (m)          974.35   (f) ADJ UNCH    2 0
 NB0168
 NB0168.Superseded values are not recommended for survey control.
 NB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0168.See file dsdata.txt to determine how the superseded data were derived.
 NB0168
 NB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN876169(NAD 83)
 NB0168_MARKER: DB = BENCH MARK DISK
 NB0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0168_SP_SET: CULVERT
 NB0168_STAMPING: C 163 1942
 NB0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0168
 NB0168  HISTORY     - Date     Condition        Report By
 NB0168  HISTORY     - 1942     MONUMENTED       CGS
 NB0168  HISTORY     - 19901116 MARK NOT FOUND   USPSQD
 NB0168
 NB0168                          STATION DESCRIPTION
 NB0168
 NB0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0168'0.6 MI N FROM GROTON.
 NB0168'TO REACH FROM THE U.S. POST OFFICE AT GROTON-- PROCEED NORTHERLY
 NB0168'ALONG NEW YORK STATE HIGHWAY NO. 38 0.6 MILE TO THE SITE OF THE BENCH
 NB0168'MARK. BENCH MARK IS AT THE NORTH EDGE OF THE TOWN OF GROTON AND 37.4
 NB0168'FEET SOUTHEAST OF A STREET POLE. IT IS SET HORIZONTALLY IN THE MIDDLE
 NB0168'OF THE EAST HEADWALL OF A CONCRETE ROAD CULVERT. A STANDARD DISK,
 NB0168'STAMPED C 163 1942.
 NB0168
 NB0168                          STATION RECOVERY (1990)
 NB0168
 NB0168'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2126 ***********************************************************************
 NB2126  DESIGNATION -  C 164 RESET
 NB2126  PID         -  NB2126
 NB2126  STATE/COUNTY-  NY/CAYUGA
 NB2126  USGS QUAD   -  MORAVIA (1976)
 NB2126
 NB2126                         *CURRENT SURVEY CONTROL
 NB2126  ___________________________________________________________________
 NB2126* NAD 83(1986)-  42 40 18.     (N)    076 25 48.     (W)     SCALED    
 NB2126* NAVD 88     -       242.51   (+/-2cm)     795.6    (feet)  VERTCON   
 NB2126  ___________________________________________________________________
 NB2126  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB2126
 NB2126  VERT ORDER  -  THIRD (See Below)
 NB2126
 NB2126.The horizontal coordinates were scaled from a topographic map and have
 NB2126.an estimated accuracy of +/- 6 seconds.
 NB2126
 NB2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2126.The vertical order pertains to the NGVD 29 superseded value.
 NB2126
 NB2126.The geoid height was determined by GEOID03.
 NB2126
 NB2126;                    North         East    Units  Estimated Accuracy
 NB2126;SPC NY C     -   296,710.      262,570.      MT  (+/- 180 meters Scaled)
 NB2126
 NB2126                          SUPERSEDED SURVEY CONTROL
 NB2126
 NB2126  NGVD 29 (09/01/04)  242.65   (m)          796.1    (f) RESET       3  
 NB2126
 NB2126.Superseded values are not recommended for survey control.
 NB2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2126.See file dsdata.txt to determine how the superseded data were derived.
 NB2126
 NB2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN828253(NAD 83)
 NB2126_MARKER: DV = VERTICAL CONTROL DISK
 NB2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB2126_SP_SET: CONCRETE POST
 NB2126_STAMPING: C 164 RESET 1990
 NB2126_MARK LOGO: NGS   
 NB2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB2126+STABILITY: SURFACE MOTION
 NB2126
 NB2126  HISTORY     - Date     Condition        Report By
 NB2126  HISTORY     - 1990     MONUMENTED       NYDT
 NB2126  HISTORY     - 20001113 GOOD             NYSE+S
 NB2126  HISTORY     - 20051002 GOOD             GEOCAC
 NB2126
 NB2126                          STATION DESCRIPTION
 NB2126
 NB2126'DESCRIBED BY NY DEPT OF TRANSP 1990
 NB2126'FROM THE US POST OFFICE IN MORAVIS, PROCEED SOUTHERLY ALONG STATE
 NB2126'HIGHWAY 38, 2.7 MILES (4.3 KM) TO THE SITE OF THE MARK, 0.6 MILES
 NB2126'(1.0 KM) NORTH OF THE VILLAGE OF LOCKE, AT THE JUNCTION OF A T-ROAD
 NB2126'LEADING EAST, 31 FEET (9.4 M) NORTH OF THE CENTERLINE OF HARRIS HILL
 NB2126'ROAD, 33 FEET (10.1 M) EAST OF THE CENTERLINE OF NY ROUTE 38, 8.5
 NB2126'FEET (2.6 M) NORTHWEST OF THE EAST END OF CENTERLINE OF A 60-INCH
 NB2126'CULVERT PASSING UNDER NY ROUTE 38, 11.5 FEET (3.5 M) NORTHEAST OF
 NB2126'SIGN POST, (NY ROUTE 38 AND HARRIS HILL ROAD).
 NB2126
 NB2126                          STATION RECOVERY (2000)
 NB2126
 NB2126'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2000 (RLC)
 NB2126'RECOVERED IN GOOD CONDITION.
 NB2126
 NB2126                          STATION RECOVERY (2005)
 NB2126
 NB2126'RECOVERY NOTE BY GEOCACHING 2005 (DE)
 NB2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1405 ***********************************************************************
 NB1405  DESIGNATION -  C 165
 NB1405  PID         -  NB1405
 NB1405  STATE/COUNTY-  NY/LIVINGSTON
 NB1405  USGS QUAD   -  HONEOYE (1951)
 NB1405
 NB1405                         *CURRENT SURVEY CONTROL
 NB1405  ___________________________________________________________________
 NB1405* NAD 83(1986)-  42 46 31.     (N)    077 36 35.     (W)     SCALED    
 NB1405* NAVD 88     -       274.809  (meters)     901.60   (feet)  ADJUSTED  
 NB1405  ___________________________________________________________________
 NB1405  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NB1405  DYNAMIC HT  -         274.722 (meters)     901.32  (feet)  COMP
 NB1405  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 NB1405
 NB1405  VERT ORDER  -  SECOND    CLASS 0
 NB1405
 NB1405.The horizontal coordinates were scaled from a topographic map and have
 NB1405.an estimated accuracy of +/- 6 seconds.
 NB1405
 NB1405.The orthometric height was determined by differential leveling
 NB1405.and adjusted by the National Geodetic Survey in June 1991..
 NB1405
 NB1405.The geoid height was determined by GEOID03.
 NB1405
 NB1405.The dynamic height is computed by dividing the NAVD 88
 NB1405.geopotential number by the normal gravity value computed on the
 NB1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1405.degrees latitude (g = 980.6199 gals.).
 NB1405
 NB1405.The modeled gravity was interpolated from observed gravity values.
 NB1405
 NB1405;                    North         East    Units  Estimated Accuracy
 NB1405;SPC NY W     -   308,670.      429,670.      MT  (+/- 180 meters Scaled)
 NB1405
 NB1405                          SUPERSEDED SURVEY CONTROL
 NB1405
 NB1405  NGVD 29 (??/??/92)  274.957  (m)          902.09   (f) ADJ UNCH    2 0
 NB1405
 NB1405.Superseded values are not recommended for survey control.
 NB1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1405.See file dsdata.txt to determine how the superseded data were derived.
 NB1405
 NB1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN865391(NAD 83)
 NB1405_MARKER: DB = BENCH MARK DISK
 NB1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1405_SP_SET: BUILDING
 NB1405_STAMPING: C 165 1942
 NB1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1405
 NB1405  HISTORY     - Date     Condition        Report By
 NB1405  HISTORY     - 1942     MONUMENTED       CGS
 NB1405  HISTORY     - 1988     GOOD             USPSQD
 NB1405  HISTORY     - 19910405 GOOD             USPSQD
 NB1405  HISTORY     - 19950823 GOOD             USPSQD
 NB1405  HISTORY     - 20040925 MARK NOT FOUND   USPSQD
 NB1405
 NB1405                          STATION DESCRIPTION
 NB1405
 NB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1405'1.7 MI S FROM HEMLOCK.
 NB1405'TO REACH FROM THE POST OFFICE AT HEMLOCK--PROCEED 1.7 MILES SOUTHERLY
 NB1405'ALONG STATE HIGHWAY NO.15-A TO LAKE HEMLOCK AND SITE OF THE BENCH
 NB1405'MARK. BENCH MARK IS NEAR THE NORTHEAST CORNER OF LAKE HEMLOCK, ON
 NB1405'THE PROPERTY OF THE CITY OF ROCHESTER AND SET HORIZONTALLY IN
 NB1405'FOUNDATION OF BRICK BUILDING. IT IS ON THE WEST SIDE AT THE
 NB1405'SOUTHWEST CORNER OF BUILDING, 2.0 FEET ABOVE THE GROUND AND 0.4 FOOT
 NB1405'WEST OF BRICK WALL.
 NB1405
 NB1405                          STATION RECOVERY (1988)
 NB1405
 NB1405'RECOVERY NOTE BY US POWER SQUADRON 1988 (HDL)
 NB1405'RECOVERED IN GOOD CONDITION.
 NB1405
 NB1405                          STATION RECOVERY (1991)
 NB1405
 NB1405'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1405'RECOVERED IN GOOD CONDITION.
 NB1405
 NB1405                          STATION RECOVERY (1995)
 NB1405
 NB1405'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1405'RECOVERED IN GOOD CONDITION.
 NB1405
 NB1405                          STATION RECOVERY (2004)
 NB1405
 NB1405'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 NB1405'THE BUILDING IS GONE AND A LARGE HORIZONTAL TANK ON A CONCRETE
 NB1405'FOUNDATION IS IN THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0943 ***********************************************************************
 NB0943  DESIGNATION -  C 166
 NB0943  PID         -  NB0943
 NB0943  STATE/COUNTY-  NY/YATES
 NB0943  USGS QUAD   -  PENN YAN (1976)
 NB0943
 NB0943                         *CURRENT SURVEY CONTROL
 NB0943  ___________________________________________________________________
 NB0943* NAD 83(1986)-  42 40 55.     (N)    077 06 32.     (W)     SCALED    
 NB0943* NAVD 88     -       348.256  (meters)    1142.57   (feet)  ADJUSTED  
 NB0943  ___________________________________________________________________
 NB0943  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NB0943  DYNAMIC HT  -         348.143 (meters)    1142.20  (feet)  COMP
 NB0943  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NB0943
 NB0943  VERT ORDER  -  SECOND    CLASS 0
 NB0943
 NB0943.The horizontal coordinates were scaled from a topographic map and have
 NB0943.an estimated accuracy of +/- 6 seconds.
 NB0943
 NB0943.The orthometric height was determined by differential leveling
 NB0943.and adjusted by the National Geodetic Survey in June 1991..
 NB0943
 NB0943.The geoid height was determined by GEOID03.
 NB0943
 NB0943.The dynamic height is computed by dividing the NAVD 88
 NB0943.geopotential number by the normal gravity value computed on the
 NB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0943.degrees latitude (g = 980.6199 gals.).
 NB0943
 NB0943.The modeled gravity was interpolated from observed gravity values.
 NB0943
 NB0943;                    North         East    Units  Estimated Accuracy
 NB0943;SPC NY C     -   297,970.      206,930.      MT  (+/- 180 meters Scaled)
 NB0943
 NB0943                          SUPERSEDED SURVEY CONTROL
 NB0943
 NB0943  NGVD 29 (??/??/92)  348.412  (m)         1143.08   (f) ADJ UNCH    2 0
 NB0943
 NB0943.Superseded values are not recommended for survey control.
 NB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0943.See file dsdata.txt to determine how the superseded data were derived.
 NB0943
 NB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN272276(NAD 83)
 NB0943_MARKER: DB = BENCH MARK DISK
 NB0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0943_SP_SET: CULVERT
 NB0943_STAMPING: C-166 1942
 NB0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0943
 NB0943  HISTORY     - Date     Condition        Report By
 NB0943  HISTORY     - 1942     MONUMENTED       CGS
 NB0943  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0943
 NB0943                          STATION DESCRIPTION
 NB0943
 NB0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0943'3.3 MI W FROM PENN YAN.
 NB0943'TO REACH FROM THE POST OFFICE AT PENN YAN, PROCEED 0.5 MILE NORTH
 NB0943'ON STATE HIGHWAY NO. 54 TO INTERSECTION OF STATE HIGHWAY NO. 364,
 NB0943'THENCE GO 2.8 MILES (WESTERLY) ON STATE HIGHWAY NO. 364 TO A CULVERT
 NB0943'AND SITE OF BENCH MARK. BENCH MARK IS SET IN THE CENTER OF THE TOP
 NB0943'OF A 10.0 FOOT CONCRETE CULVERT HEADWALL OF A 3 X 3 CULVERT, ABOUT
 NB0943'400.0 FEET WEST OF A 1 STORY BROWN HOUSE, 13.5 FEET NORTH OF AND
 NB0943'2.5 FEET ABOVE CENTER LINE OF ROAD.
 NB0943
 NB0943                          STATION RECOVERY (1985)
 NB0943
 NB0943'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0995 ***********************************************************************
 NB0995  DESIGNATION -  C 167
 NB0995  PID         -  NB0995
 NB0995  STATE/COUNTY-  NY/STEUBEN
 NB0995  USGS QUAD   -  PULTENEY (1942)
 NB0995
 NB0995                         *CURRENT SURVEY CONTROL
 NB0995  ___________________________________________________________________
 NB0995* NAD 83(1986)-  42 30 33.     (N)    077 09 25.     (W)     SCALED    
 NB0995* NAVD 88     -       224.077  (meters)     735.16   (feet)  ADJUSTED  
 NB0995  ___________________________________________________________________
 NB0995  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NB0995  DYNAMIC HT  -         224.001 (meters)     734.91  (feet)  COMP
 NB0995  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 NB0995
 NB0995  VERT ORDER  -  SECOND    CLASS 0
 NB0995
 NB0995.The horizontal coordinates were scaled from a topographic map and have
 NB0995.an estimated accuracy of +/- 6 seconds.
 NB0995
 NB0995.The orthometric height was determined by differential leveling
 NB0995.and adjusted by the National Geodetic Survey in June 1991..
 NB0995
 NB0995.The geoid height was determined by GEOID03.
 NB0995
 NB0995.The dynamic height is computed by dividing the NAVD 88
 NB0995.geopotential number by the normal gravity value computed on the
 NB0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0995.degrees latitude (g = 980.6199 gals.).
 NB0995
 NB0995.The modeled gravity was interpolated from observed gravity values.
 NB0995
 NB0995;                    North         East    Units  Estimated Accuracy
 NB0995;SPC NY C     -   278,810.      202,860.      MT  (+/- 180 meters Scaled)
 NB0995
 NB0995                          SUPERSEDED SURVEY CONTROL
 NB0995
 NB0995  NGVD 29 (??/??/92)  224.238  (m)          735.69   (f) ADJ UNCH    2 0
 NB0995
 NB0995.Superseded values are not recommended for survey control.
 NB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0995.See file dsdata.txt to determine how the superseded data were derived.
 NB0995
 NB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN227085(NAD 83)
 NB0995_MARKER: DB = BENCH MARK DISK
 NB0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0995_STAMPING: C-167 1942
 NB0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0995+STABILITY: SURFACE MOTION
 NB0995
 NB0995  HISTORY     - Date     Condition        Report By
 NB0995  HISTORY     - 1942     MONUMENTED       CGS
 NB0995  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0995  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0995  HISTORY     - 19941010 MARK NOT FOUND   USPSQD
 NB0995
 NB0995                          STATION DESCRIPTION
 NB0995
 NB0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0995'6.3 MI S FROM BRANCHPORT.
 NB0995'TO REACH FROM THE POST OFFICE AT BRANCHPORT, PROCEED 6.3 MILES SOUTH
 NB0995'ALONG STATE HIGHWAY NO 54-A TO LAKE SIDE PARK AND SITE OF BENCH MARK.
 NB0995'BENCH MARK IS OPPOSITE THE LAKE SIDE HOTEL, 20.0 FEET WEST OF AND
 NB0995'LEVEL WITH THE CENTER LINE OF THE PAVEMENT, 10.0 FEET SOUTH OF A
 NB0995'SMALL CREEK 28.0 FEET EAST OF THE NORTHEAST CORNER OF A STORE HOUSE,
 NB0995'2.0 FEET NORTH OF A FOUR BY FOUR WHITE WOODEN MARKER POST. MONUMENT
 NB0995'PROJECTS 0.4 FOOT ABOVE GROUND.
 NB0995
 NB0995                          STATION RECOVERY (1988)
 NB0995
 NB0995'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWM)
 NB0995'MARK NOT FOUND.
 NB0995
 NB0995                          STATION RECOVERY (1989)
 NB0995
 NB0995'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0995'MARK NOT FOUND.
 NB0995
 NB0995                          STATION RECOVERY (1994)
 NB0995
 NB0995'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1008 ***********************************************************************
 NB1008  DESIGNATION -  C 168
 NB1008  PID         -  NB1008
 NB1008  STATE/COUNTY-  NY/YATES
 NB1008  USGS QUAD   -  PRATTSBURG (1942)
 NB1008
 NB1008                         *CURRENT SURVEY CONTROL
 NB1008  ___________________________________________________________________
 NB1008* NAD 83(1986)-  42 34 35.     (N)    077 20 06.     (W)     SCALED    
 NB1008* NAVD 88     -       566.263  (meters)    1857.81   (feet)  ADJUSTED  
 NB1008  ___________________________________________________________________
 NB1008  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NB1008  DYNAMIC HT  -         566.055 (meters)    1857.13  (feet)  COMP
 NB1008  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 NB1008
 NB1008  VERT ORDER  -  SECOND    CLASS 0
 NB1008
 NB1008.The horizontal coordinates were scaled from a topographic map and have
 NB1008.an estimated accuracy of +/- 6 seconds.
 NB1008
 NB1008.The orthometric height was determined by differential leveling
 NB1008.and adjusted by the National Geodetic Survey in June 1991..
 NB1008
 NB1008.The geoid height was determined by GEOID03.
 NB1008
 NB1008.The dynamic height is computed by dividing the NAVD 88
 NB1008.geopotential number by the normal gravity value computed on the
 NB1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1008.degrees latitude (g = 980.6199 gals.).
 NB1008
 NB1008.The modeled gravity was interpolated from observed gravity values.
 NB1008
 NB1008;                    North         East    Units  Estimated Accuracy
 NB1008;SPC NY C     -   286,390.      188,290.      MT  (+/- 180 meters Scaled)
 NB1008
 NB1008                          SUPERSEDED SURVEY CONTROL
 NB1008
 NB1008  NGVD 29 (??/??/92)  566.393  (m)         1858.24   (f) ADJ UNCH    2 0
 NB1008
 NB1008.Superseded values are not recommended for survey control.
 NB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1008.See file dsdata.txt to determine how the superseded data were derived.
 NB1008
 NB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN083164(NAD 83)
 NB1008_MARKER: DB = BENCH MARK DISK
 NB1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1008_STAMPING: C-168 1942
 NB1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1008+STABILITY: SURFACE MOTION
 NB1008
 NB1008  HISTORY     - Date     Condition        Report By
 NB1008  HISTORY     - 1942     MONUMENTED       CGS
 NB1008  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1008  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1008
 NB1008                          STATION DESCRIPTION
 NB1008
 NB1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1008'3.1 MI S FROM ITALY.
 NB1008'TO REACH FROM THE TOWN HALL IN ITALY, PROCEED 1.2 MILES SOUTHWEST
 NB1008'ALONG AN ASPHALT COUNTY ROAD TO A T- DIRT ROAD, TURN LEFT (SOUTHERLY)
 NB1008'GO 1.9 MILE TO A T- DIRT ROAD LEADING EAST AND SITE OF BENCH MARK.
 NB1008'BENCH MARK IS ABOAUT 400.0 FEET SOUTH OF AN ABANDONED FARM HOUSE,
 NB1008'24.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTER LINE OF THE
 NB1008'NORTH AND SOUTH ROAD, 24.0 FEET NORTH OF THE EAST ROAD, 3.0 FEET
 NB1008'NORTH OF A 4 X 4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.6
 NB1008'FOOT ABOVE GROUND.
 NB1008
 NB1008                          STATION RECOVERY (1990)
 NB1008
 NB1008'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1008'MARK NOT FOUND.
 NB1008
 NB1008                          STATION RECOVERY (1994)
 NB1008
 NB1008'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1045 ***********************************************************************
 NB1045  DESIGNATION -  C 169
 NB1045  PID         -  NB1045
 NB1045  STATE/COUNTY-  NY/STEUBEN
 NB1045  USGS QUAD   -  PRATTSBURG (1942)
 NB1045
 NB1045                         *CURRENT SURVEY CONTROL
 NB1045  ___________________________________________________________________
 NB1045* NAD 83(1986)-  42 31 40.     (N)    077 18 30.     (W)     SCALED    
 NB1045* NAVD 88     -       563.054  (meters)    1847.29   (feet)  ADJUSTED  
 NB1045  ___________________________________________________________________
 NB1045  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NB1045  DYNAMIC HT  -         562.847 (meters)    1846.61  (feet)  COMP
 NB1045  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 NB1045
 NB1045  VERT ORDER  -  SECOND    CLASS 0
 NB1045
 NB1045.The horizontal coordinates were scaled from a topographic map and have
 NB1045.an estimated accuracy of +/- 6 seconds.
 NB1045
 NB1045.The orthometric height was determined by differential leveling
 NB1045.and adjusted by the National Geodetic Survey in June 1991..
 NB1045
 NB1045.The geoid height was determined by GEOID03.
 NB1045
 NB1045.The dynamic height is computed by dividing the NAVD 88
 NB1045.geopotential number by the normal gravity value computed on the
 NB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1045.degrees latitude (g = 980.6199 gals.).
 NB1045
 NB1045.The modeled gravity was interpolated from observed gravity values.
 NB1045
 NB1045;                    North         East    Units  Estimated Accuracy
 NB1045;SPC NY C     -   280,970.      190,440.      MT  (+/- 180 meters Scaled)
 NB1045
 NB1045                          SUPERSEDED SURVEY CONTROL
 NB1045
 NB1045  NGVD 29 (??/??/92)  563.181  (m)         1847.70   (f) ADJ UNCH    2 0
 NB1045
 NB1045.Superseded values are not recommended for survey control.
 NB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1045.See file dsdata.txt to determine how the superseded data were derived.
 NB1045
 NB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN104109(NAD 83)
 NB1045_MARKER: DB = BENCH MARK DISK
 NB1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1045_STAMPING: C-169 1942
 NB1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1045+STABILITY: SURFACE MOTION
 NB1045
 NB1045  HISTORY     - Date     Condition        Report By
 NB1045  HISTORY     - 1942     MONUMENTED       CGS
 NB1045  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1045  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1045
 NB1045                          STATION DESCRIPTION
 NB1045
 NB1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1045'1.0 MI W FROM PRATTSBURG.
 NB1045'TO REACH FROM THE POST OFFICE AT PRATTSBURG, PROCEED 1.0 MILE WEST
 NB1045'ALONG COUNTY IMPROVED ROAD NO. 7 TO A T- DIRT ROAD LEADING SOUTH AND
 NB1045'SITE OF BENCH MARK. BENCH MARK IS 22.0 FEET NORTH OF AND 1.0 FOOT
 NB1045'BELOW THE CENTER LINE OF IMPROVED COUNTY ROAD, 66.0 FEET NORTHWEST OF
 NB1045'THE INTERSECTION OF A T- DIRT ROAD, 28.0 FEET WEST OF THE NORTH END
 NB1045'OF A SMALL PIPE CULVERT, 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 NB1045'MARKER POST. MONUMENT PROJECTS 0.5 FOOT ABOVE THE GROUND.
 NB1045
 NB1045                          STATION RECOVERY (1989)
 NB1045
 NB1045'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1045'MARK NOT FOUND.
 NB1045
 NB1045                          STATION RECOVERY (1994)
 NB1045
 NB1045'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1017 ***********************************************************************
 MZ1017  DESIGNATION -  C 17
 MZ1017  PID         -  MZ1017
 MZ1017  STATE/COUNTY-  NY/ALBANY
 MZ1017  USGS QUAD   -  CLARKSVILLE (1980)
 MZ1017
 MZ1017                         *CURRENT SURVEY CONTROL
 MZ1017  ___________________________________________________________________
 MZ1017* NAD 83(1986)-  42 33 04.     (N)    073 56 10.     (W)     SCALED    
 MZ1017* NAVD 88     -       173.948  (meters)     570.69   (feet)  ADJUSTED  
 MZ1017  ___________________________________________________________________
 MZ1017  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MZ1017  DYNAMIC HT  -         173.895 (meters)     570.52  (feet)  COMP
 MZ1017  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 MZ1017
 MZ1017  VERT ORDER  -  SECOND    CLASS 0
 MZ1017
 MZ1017.The horizontal coordinates were scaled from a topographic map and have
 MZ1017.an estimated accuracy of +/- 6 seconds.
 MZ1017
 MZ1017.The orthometric height was determined by differential leveling
 MZ1017.and adjusted by the National Geodetic Survey in June 1991..
 MZ1017
 MZ1017.The geoid height was determined by GEOID03.
 MZ1017
 MZ1017.The dynamic height is computed by dividing the NAVD 88
 MZ1017.geopotential number by the normal gravity value computed on the
 MZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1017.degrees latitude (g = 980.6199 gals.).
 MZ1017
 MZ1017.The modeled gravity was interpolated from observed gravity values.
 MZ1017
 MZ1017;                    North         East    Units  Estimated Accuracy
 MZ1017;SPC NY E     -   412,970.      196,310.      MT  (+/- 180 meters Scaled)
 MZ1017
 MZ1017                          SUPERSEDED SURVEY CONTROL
 MZ1017
 MZ1017  NGVD 29 (??/??/92)  174.149  (m)          571.35   (f) ADJ UNCH    2 0
 MZ1017
 MZ1017.Superseded values are not recommended for survey control.
 MZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1017.See file dsdata.txt to determine how the superseded data were derived.
 MZ1017
 MZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN873115(NAD 83)
 MZ1017_MARKER: DD = SURVEY DISK
 MZ1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ1017_SP_SET: CULVERT
 MZ1017_STAMPING: C 17 1925
 MZ1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1017
 MZ1017  HISTORY     - Date     Condition        Report By
 MZ1017  HISTORY     - 1925     MONUMENTED       USGS
 MZ1017  HISTORY     - 1942     GOOD             NGS
 MZ1017
 MZ1017                          STATION DESCRIPTION
 MZ1017
 MZ1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ1017'3.0 MI NW FROM ALCOVE.
 MZ1017'ABOUT 3.0 MILES NORTHWEST ALONG HIGHWAY NO. 143 FROM THE JUNCTION AT
 MZ1017'ALCOVE, THENCE ABOUT 2.4 MILES NORTH ALONG HIGHWAY NO. 32.  A DISK SET
 MZ1017'IN THE SOUTH END OF THE WEST HEAD WALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0075 ***********************************************************************
 PJ0075  DESIGNATION -  C 17
 PJ0075  PID         -  PJ0075
 PJ0075  STATE/COUNTY-  NY/JEFFERSON
 PJ0075  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0075
 PJ0075                         *CURRENT SURVEY CONTROL
 PJ0075  ___________________________________________________________________
 PJ0075* NAD 83(1986)-  44 07 53.     (N)    076 18 42.     (W)     SCALED    
 PJ0075* NAVD 88     -        85.279  (meters)     279.79   (feet)  ADJUSTED  
 PJ0075  ___________________________________________________________________
 PJ0075  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PJ0075  DYNAMIC HT  -          85.268 (meters)     279.75  (feet)  COMP
 PJ0075  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 PJ0075
 PJ0075  VERT ORDER  -  FIRST     CLASS II
 PJ0075
 PJ0075.The horizontal coordinates were scaled from a topographic map and have
 PJ0075.an estimated accuracy of +/- 6 seconds.
 PJ0075
 PJ0075.The orthometric height was determined by differential leveling
 PJ0075.and adjusted by the National Geodetic Survey in June 1991..
 PJ0075
 PJ0075.The geoid height was determined by GEOID03.
 PJ0075
 PJ0075.The dynamic height is computed by dividing the NAVD 88
 PJ0075.geopotential number by the normal gravity value computed on the
 PJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0075.degrees latitude (g = 980.6199 gals.).
 PJ0075
 PJ0075.The modeled gravity was interpolated from observed gravity values.
 PJ0075
 PJ0075;                    North         East    Units  Estimated Accuracy
 PJ0075;SPC NY C     -   458,900.      271,740.      MT  (+/- 180 meters Scaled)
 PJ0075
 PJ0075                          SUPERSEDED SURVEY CONTROL
 PJ0075
 PJ0075  NGVD 29 (??/??/92)   85.423  (m)          280.26   (f) ADJ UNCH    1 2
 PJ0075
 PJ0075.Superseded values are not recommended for survey control.
 PJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0075.See file dsdata.txt to determine how the superseded data were derived.
 PJ0075
 PJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP950873(NAD 83)
 PJ0075_MARKER: Q = CHISELED SQUARE
 PJ0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0075_SP_SET: PARAPET WALL
 PJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0075
 PJ0075  HISTORY     - Date     Condition        Report By
 PJ0075  HISTORY     - UNK      MONUMENTED       CGS
 PJ0075  HISTORY     - 1943     GOOD             NGS
 PJ0075  HISTORY     - 1958     MARK NOT FOUND   USGS
 PJ0075  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 PJ0075
 PJ0075                          STATION DESCRIPTION
 PJ0075
 PJ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0075'1.3 MI E FROM CAPE VINCENT.
 PJ0075'C 17.--ABOUT 1.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD
 PJ0075'FROM THE STATION AT CAPE VINCENT, JEFFERSON COUNTY, ABOUT 3/8 MILE
 PJ0075'WEST OF MILEPOST W 23, AT THE NORTHEAST CORNER OF CULVERT V 42, AND
 PJ0075'ON THE CAPSTONE OF THE NORTH PARAPET WALL. A CHISELED SQUARE.
 PJ0075
 PJ0075                          STATION RECOVERY (1958)
 PJ0075
 PJ0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PJ0075'MARK NOT FOUND.
 PJ0075
 PJ0075                          STATION RECOVERY (1999)
 PJ0075
 PJ0075'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1182 ***********************************************************************
 KU1182  DESIGNATION -  C 17 A
 KU1182  PID         -  KU1182
 KU1182  STATE/COUNTY-  NY/WESTCHESTER
 KU1182  USGS QUAD   -  MOUNT VERNON (1979)
 KU1182
 KU1182                         *CURRENT SURVEY CONTROL
 KU1182  ___________________________________________________________________
 KU1182* NAD 83(1986)-  40 59 31.     (N)    073 48 25.     (W)     SCALED    
 KU1182* NAVD 88     -        54.715  (meters)     179.51   (feet)  POSTED    
 KU1182  ___________________________________________________________________
 KU1182  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KU1182  DYNAMIC HT  -          54.690 (meters)     179.43  (feet)  COMP
 KU1182  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 KU1182
 KU1182  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1182
 KU1182.The horizontal coordinates were scaled from a topographic map and have
 KU1182.an estimated accuracy of +/- 6 seconds.
 KU1182
 KU1182.The orthometric height was determined by differential leveling
 KU1182.and adjusted by the National Geodetic Survey in 1992..
 KU1182.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1182.rate of 1.1 thru 2.0 mm/km.
 KU1182
 KU1182.The geoid height was determined by GEOID03.
 KU1182
 KU1182.The dynamic height is computed by dividing the NAVD 88
 KU1182.geopotential number by the normal gravity value computed on the
 KU1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1182.degrees latitude (g = 980.6199 gals.).
 KU1182
 KU1182.The modeled gravity was interpolated from observed gravity values.
 KU1182
 KU1182;                    North         East    Units  Estimated Accuracy
 KU1182;SPC NY E     -   239,880.      208,310.      MT  (+/- 180 meters Scaled)
 KU1182
 KU1182                          SUPERSEDED SURVEY CONTROL
 KU1182
 KU1182  NGVD 29 (??/??/92)   55.026  (m)          180.53   (f) ADJ UNCH    2 0
 KU1182
 KU1182.Superseded values are not recommended for survey control.
 KU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1182.See file dsdata.txt to determine how the superseded data were derived.
 KU1182
 KU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL003385(NAD 83)
 KU1182_MARKER: DD = SURVEY DISK
 KU1182_SETTING: 66 = SET IN ROCK OUTCROP
 KU1182_SP_SET: ROCK OUTCROP
 KU1182_STAMPING: C 17 A
 KU1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1182+STABILITY: POSITION/ELEVATION WELL
 KU1182
 KU1182  HISTORY     - Date     Condition        Report By
 KU1182  HISTORY     - UNK      MONUMENTED       NYGS
 KU1182  HISTORY     - 1935     GOOD             NGS
 KU1182
 KU1182                          STATION DESCRIPTION
 KU1182
 KU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1182'AT SCARSDALE.
 KU1182'AT SCARSDALE, WESTCHESTER COUNTY, ON THE BRONX RIVER PARKWAY, AT
 KU1182'THE CROSSING OF CRANE ROAD, 93 FEET EAST OF THE CENTER LINE OF
 KU1182'THE PARKWAY, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8
 KU1182'FEET EAST OF A 30-INCH OAK TREE, IN THE TOP OF A GRANITE OUTCROP,
 KU1182'AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 KU1182'DISK, STAMPED C 17 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0355 ***********************************************************************
 OF0355  DESIGNATION -  C 170
 OF0355  PID         -  OF0355
 OF0355  STATE/COUNTY-  NY/OSWEGO
 OF0355  USGS QUAD   -  FULTON (1978)
 OF0355
 OF0355                         *CURRENT SURVEY CONTROL
 OF0355  ___________________________________________________________________
 OF0355* NAD 83(1986)-  43 15 47.     (N)    076 27 47.     (W)     SCALED    
 OF0355* NAVD 88     -       132.766  (meters)     435.58   (feet)  ADJUSTED  
 OF0355  ___________________________________________________________________
 OF0355  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OF0355  DYNAMIC HT  -         132.737 (meters)     435.49  (feet)  COMP
 OF0355  MODELED GRAV-     980,395.2   (mgal)                       NAVD 88
 OF0355
 OF0355  VERT ORDER  -  SECOND    CLASS 0
 OF0355
 OF0355.The horizontal coordinates were scaled from a topographic map and have
 OF0355.an estimated accuracy of +/- 6 seconds.
 OF0355
 OF0355.The orthometric height was determined by differential leveling
 OF0355.and adjusted by the National Geodetic Survey in June 1991..
 OF0355
 OF0355.The geoid height was determined by GEOID03.
 OF0355
 OF0355.The dynamic height is computed by dividing the NAVD 88
 OF0355.geopotential number by the normal gravity value computed on the
 OF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0355.degrees latitude (g = 980.6199 gals.).
 OF0355
 OF0355.The modeled gravity was interpolated from observed gravity values.
 OF0355
 OF0355;                    North         East    Units  Estimated Accuracy
 OF0355;SPC NY C     -   362,400.      259,770.      MT  (+/- 180 meters Scaled)
 OF0355
 OF0355                          SUPERSEDED SURVEY CONTROL
 OF0355
 OF0355  NGVD 29 (??/??/92)  132.946  (m)          436.17   (f) ADJ UNCH    2 0
 OF0355
 OF0355.Superseded values are not recommended for survey control.
 OF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0355.See file dsdata.txt to determine how the superseded data were derived.
 OF0355
 OF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN812910(NAD 83)
 OF0355_MARKER: DB = BENCH MARK DISK
 OF0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0355_SP_SET: CULVERT
 OF0355_STAMPING: C 170 1942
 OF0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0355
 OF0355  HISTORY     - Date     Condition        Report By
 OF0355  HISTORY     - 1942     MONUMENTED       CGS
 OF0355  HISTORY     - 1982     GOOD             NGS
 OF0355
 OF0355                          STATION DESCRIPTION
 OF0355
 OF0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0355'4.4 MI S FROM GRANBY CENTER.
 OF0355'TO REACH FROM THE SCHOOL HOUSE AT GRANBY CENTER, PROCEED 4.4 MILES
 OF0355'SOUTH ALONG COUNTY ASPHALT ROAD TO A CONCRETE CULVERT AND SITE OF
 OF0355'BENCH MARK.
 OF0355'BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE WEST HEADWALL OF
 OF0355'A 5X5 FOOT CONCRETE CULVERT UNDER COUNTY ASPHALT ROAD. IT IS ABOUT
 OF0355'120.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN, 20.0
 OF0355'FEET WEST OF AND ABOUT 1.0 FOOT BELOW CENTER LINE OF PAVEMENT AND
 OF0355'ABOUT 8.0 FEET EAST OF RIGHT OF WAY FENCE.
 OF0355
 OF0355                          STATION RECOVERY (1982)
 OF0355
 OF0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0372 ***********************************************************************
 OF0372  DESIGNATION -  C 171
 OF0372  PID         -  OF0372
 OF0372  STATE/COUNTY-  NY/ONONDAGA
 OF0372  USGS QUAD   -  LYSANDER (1976)
 OF0372
 OF0372                         *CURRENT SURVEY CONTROL
 OF0372  ___________________________________________________________________
 OF0372* NAD 83(1986)-  43 12 47.     (N)    076 25 17.     (W)     SCALED    
 OF0372* NAVD 88     -       133.491  (meters)     437.96   (feet)  ADJUSTED  
 OF0372  ___________________________________________________________________
 OF0372  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OF0372  DYNAMIC HT  -         133.460 (meters)     437.86  (feet)  COMP
 OF0372  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 OF0372
 OF0372  VERT ORDER  -  SECOND    CLASS 0
 OF0372
 OF0372.The horizontal coordinates were scaled from a topographic map and have
 OF0372.an estimated accuracy of +/- 6 seconds.
 OF0372
 OF0372.The orthometric height was determined by differential leveling
 OF0372.and adjusted by the National Geodetic Survey in June 1991..
 OF0372
 OF0372.The geoid height was determined by GEOID03.
 OF0372
 OF0372.The dynamic height is computed by dividing the NAVD 88
 OF0372.geopotential number by the normal gravity value computed on the
 OF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0372.degrees latitude (g = 980.6199 gals.).
 OF0372
 OF0372.The modeled gravity was interpolated from observed gravity values.
 OF0372
 OF0372;                    North         East    Units  Estimated Accuracy
 OF0372;SPC NY C     -   356,850.      263,160.      MT  (+/- 180 meters Scaled)
 OF0372
 OF0372                          SUPERSEDED SURVEY CONTROL
 OF0372
 OF0372  NGVD 29 (??/??/92)  133.668  (m)          438.54   (f) ADJ UNCH    2 0
 OF0372
 OF0372.Superseded values are not recommended for survey control.
 OF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0372.See file dsdata.txt to determine how the superseded data were derived.
 OF0372
 OF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN845854(NAD 83)
 OF0372_MARKER: DB = BENCH MARK DISK
 OF0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0372_SP_SET: CULVERT
 OF0372_STAMPING: C 171 1942
 OF0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0372
 OF0372  HISTORY     - Date     Condition        Report By
 OF0372  HISTORY     - 1942     MONUMENTED       CGS
 OF0372  HISTORY     - 19950422 GOOD             USPSQD
 OF0372
 OF0372                          STATION DESCRIPTION
 OF0372
 OF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0372'2.0 MI E FROM LYSANDER.
 OF0372'TO REACH FROM THE POST OFFICE AT LYSANDER, PROCEED 2.0 MILES EASTERLY
 OF0372'ALONG COUNTY ASPHALT ROAD TO THE INTERSECTION OF A COUNTY ASPHALT
 OF0372'ROAD RUNNING NORTH AND SOUTH AND SITE OF BENCH MARK.
 OF0372'BENCH MARK IS ABOUT 195.0 FEET EAST OF AND ACROSS ROAD FROM A SMALL
 OF0372'GROCERY STORE, SET HORIZONTALLY IN TOP OF AND CENTER OF THE NORTH
 OF0372'HEADWALL OF A TERRA COTTA PIPE CULVERT UNDER THE EAST AND WEST COUNTY
 OF0372'ASPHALT ROAD. IT IS 14.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OF0372'CENTER LINE OF ROAD, 10.0 FEET SOUTH OF RIGHT OF WAY FENCE.
 OF0372
 OF0372                          STATION RECOVERY (1995)
 OF0372
 OF0372'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0238 ***********************************************************************
 OF0238  DESIGNATION -  C 172
 OF0238  PID         -  OF0238
 OF0238  STATE/COUNTY-  NY/ONONDAGA
 OF0238  USGS QUAD   -  CAMILLUS (1978)
 OF0238
 OF0238                         *CURRENT SURVEY CONTROL
 OF0238  ___________________________________________________________________
 OF0238* NAD 83(1986)-  43 05 08.     (N)    076 20 56.     (W)     SCALED    
 OF0238* NAVD 88     -       128.256  (meters)     420.79   (feet)  ADJUSTED  
 OF0238  ___________________________________________________________________
 OF0238  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 OF0238  DYNAMIC HT  -         128.225 (meters)     420.68  (feet)  COMP
 OF0238  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 OF0238
 OF0238  VERT ORDER  -  SECOND    CLASS 0
 OF0238
 OF0238.The horizontal coordinates were scaled from a topographic map and have
 OF0238.an estimated accuracy of +/- 6 seconds.
 OF0238
 OF0238.The orthometric height was determined by differential leveling
 OF0238.and adjusted by the National Geodetic Survey in June 1991..
 OF0238
 OF0238.The geoid height was determined by GEOID03.
 OF0238
 OF0238.The dynamic height is computed by dividing the NAVD 88
 OF0238.geopotential number by the normal gravity value computed on the
 OF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0238.degrees latitude (g = 980.6199 gals.).
 OF0238
 OF0238.The modeled gravity was interpolated from observed gravity values.
 OF0238
 OF0238;                    North         East    Units  Estimated Accuracy
 OF0238;SPC NY C     -   342,700.      269,090.      MT  (+/- 180 meters Scaled)
 OF0238
 OF0238                          SUPERSEDED SURVEY CONTROL
 OF0238
 OF0238  NGVD 29 (??/??/92)  128.423  (m)          421.33   (f) ADJ UNCH    2 0
 OF0238
 OF0238.Superseded values are not recommended for survey control.
 OF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0238.See file dsdata.txt to determine how the superseded data were derived.
 OF0238
 OF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN902711(NAD 83)
 OF0238_MARKER: DB = BENCH MARK DISK
 OF0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0238_STAMPING: C 172 1942
 OF0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0238+STABILITY: SURFACE MOTION
 OF0238
 OF0238  HISTORY     - Date     Condition        Report By
 OF0238  HISTORY     - 1942     MONUMENTED       CGS
 OF0238  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 OF0238
 OF0238                          STATION DESCRIPTION
 OF0238
 OF0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0238'1.0 MI W FROM WARNERS.
 OF0238'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT WARNERS,
 OF0238'PROCEED 1.0 MILE WEST ALONG TRACKS TO A PRIVATE ROAD CROSSING AND
 OF0238'SITE OF BENCH MARK.
 OF0238'BENCH MARK IS 6 TELEGRAPH POLES WEST OF MILE POST NO. 301, 24.0 FEET
 OF0238'NORTH OF AND LEVEL WITH THE CENTER LINE OF THE NORTH TRACKS. IT IS
 OF0238'ABOUT 9.0 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 2.0 FEET
 OF0238'WEST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.3
 OF0238'FOOT.
 OF0238
 OF0238                          STATION RECOVERY (1995)
 OF0238
 OF0238'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1031 ***********************************************************************
 NB1031  DESIGNATION -  C 173
 NB1031  PID         -  NB1031
 NB1031  STATE/COUNTY-  NY/YATES
 NB1031  USGS QUAD   -  KEUKA PARK (1942)
 NB1031
 NB1031                         *CURRENT SURVEY CONTROL
 NB1031  ___________________________________________________________________
 NB1031* NAD 83(1986)-  42 31 26.     (N)    077 06 02.     (W)     SCALED    
 NB1031* NAVD 88     -       238.495  (meters)     782.46   (feet)  ADJUSTED  
 NB1031  ___________________________________________________________________
 NB1031  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NB1031  DYNAMIC HT  -         238.411 (meters)     782.19  (feet)  COMP
 NB1031  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 NB1031
 NB1031  VERT ORDER  -  SECOND    CLASS 0
 NB1031
 NB1031.The horizontal coordinates were scaled from a topographic map and have
 NB1031.an estimated accuracy of +/- 6 seconds.
 NB1031
 NB1031.The orthometric height was determined by differential leveling
 NB1031.and adjusted by the National Geodetic Survey in June 1991..
 NB1031
 NB1031.The geoid height was determined by GEOID03.
 NB1031
 NB1031.The dynamic height is computed by dividing the NAVD 88
 NB1031.geopotential number by the normal gravity value computed on the
 NB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1031.degrees latitude (g = 980.6199 gals.).
 NB1031
 NB1031.The modeled gravity was interpolated from observed gravity values.
 NB1031
 NB1031;                    North         East    Units  Estimated Accuracy
 NB1031;SPC NY C     -   280,410.      207,500.      MT  (+/- 180 meters Scaled)
 NB1031
 NB1031                          SUPERSEDED SURVEY CONTROL
 NB1031
 NB1031  NGVD 29 (??/??/92)  238.645  (m)          782.95   (f) ADJ UNCH    2 0
 NB1031
 NB1031.Superseded values are not recommended for survey control.
 NB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1031.See file dsdata.txt to determine how the superseded data were derived.
 NB1031
 NB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN274100(NAD 83)
 NB1031_MARKER: DB = BENCH MARK DISK
 NB1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1031_SP_SET: CULVERT
 NB1031_STAMPING: C 173 1942
 NB1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1031
 NB1031  HISTORY     - Date     Condition        Report By
 NB1031  HISTORY     - 1942     MONUMENTED       CGS
 NB1031  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NB1031  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB1031  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB1031  HISTORY     - 20010723 MARK NOT FOUND   USPSQD
 NB1031
 NB1031                          STATION DESCRIPTION
 NB1031
 NB1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1031'1.7 MI S FROM CROSBY.
 NB1031'1.7 MILES SOUTH ALONG STATE HIGHWAY 54 FROM THE JUNCTION OF A GRAVEL
 NB1031'ROAD AT CROSBY, YATES COUNTY, 60 YARDS SOUTH OF A DOUBLE GARAGE WEST
 NB1031'ON THE HIGHWAY, 40 FEET NORTH OF HIGHWAY RIGHT-OF-WAY MARKER POST
 NB1031'230, AT A 3-FOOT IRON PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 NB1031'EAST CONCRETE HEAD WALL, 18 FEET EAST OF THE CENTERLINE OF THE
 NB1031'HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED
 NB1031'C 173 1942.
 NB1031
 NB1031                          STATION RECOVERY (1987)
 NB1031
 NB1031'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHS)
 NB1031'MARK NOT FOUND.
 NB1031
 NB1031                          STATION RECOVERY (1988)
 NB1031
 NB1031'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1031'MARK NOT FOUND.
 NB1031
 NB1031                          STATION RECOVERY (1994)
 NB1031
 NB1031'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1031'MARK NOT FOUND.
 NB1031
 NB1031                          STATION RECOVERY (2001)
 NB1031
 NB1031'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NB1031'HEADWALL REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0692 ***********************************************************************
 NB0692  DESIGNATION -  C 174
 NB0692  PID         -  NB0692
 NB0692  STATE/COUNTY-  NY/SENECA
 NB0692  USGS QUAD   -  LODI (1942)
 NB0692
 NB0692                         *CURRENT SURVEY CONTROL
 NB0692  ___________________________________________________________________
 NB0692* NAD 83(1986)-  42 36 06.     (N)    076 51 29.     (W)     SCALED    
 NB0692* NAVD 88     -       245.441  (meters)     805.25   (feet)  ADJUSTED  
 NB0692  ___________________________________________________________________
 NB0692  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NB0692  DYNAMIC HT  -         245.367 (meters)     805.01  (feet)  COMP
 NB0692  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 NB0692
 NB0692  VERT ORDER  -  SECOND    CLASS 0
 NB0692
 NB0692.The horizontal coordinates were scaled from a topographic map and have
 NB0692.an estimated accuracy of +/- 6 seconds.
 NB0692
 NB0692.The orthometric height was determined by differential leveling
 NB0692.and adjusted by the National Geodetic Survey in June 1991..
 NB0692
 NB0692.The geoid height was determined by GEOID03.
 NB0692
 NB0692.The dynamic height is computed by dividing the NAVD 88
 NB0692.geopotential number by the normal gravity value computed on the
 NB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0692.degrees latitude (g = 980.6199 gals.).
 NB0692
 NB0692.The modeled gravity was interpolated from observed gravity values.
 NB0692
 NB0692;                    North         East    Units  Estimated Accuracy
 NB0692;SPC NY C     -   288,960.      227,460.      MT  (+/- 180 meters Scaled)
 NB0692
 NB0692                          SUPERSEDED SURVEY CONTROL
 NB0692
 NB0692  NGVD 29 (??/??/92)  245.621  (m)          805.84   (f) ADJ UNCH    2 0
 NB0692
 NB0692.Superseded values are not recommended for survey control.
 NB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0692.See file dsdata.txt to determine how the superseded data were derived.
 NB0692
 NB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN475182(NAD 83)
 NB0692_MARKER: DB = BENCH MARK DISK
 NB0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0692_SP_SET: CONCRETE BASE
 NB0692_STAMPING: C 174 1942
 NB0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0692
 NB0692  HISTORY     - Date     Condition        Report By
 NB0692  HISTORY     - 1942     MONUMENTED       CGS
 NB0692  HISTORY     - 1985     GOOD             USPSQD
 NB0692  HISTORY     - 1990     GOOD             USPSQD
 NB0692  HISTORY     - 20011107 GOOD             USPSQD
 NB0692  HISTORY     - 20050926 GOOD             USPSQD
 NB0692
 NB0692                          STATION DESCRIPTION
 NB0692
 NB0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0692'1.0 MI S FROM LODI.
 NB0692'1.0 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 NB0692'AT LODI, SENECA COUNTY, 330 FEET NORTH OF MILEPOST 322, 48 FEET
 NB0692'NORTH OF A ROAD CROSSING, IN THE NORTHEAST CORNER OF THE BASE OF
 NB0692'SIGNAL TOWER 3222, 10 FEET WEST OF THE CENTERLINE OF THE WEST TRACK,
 NB0692'AND LEVEL WITH THE TRACK. A STANDARD DISK, STAMPED C 174 1942.
 NB0692
 NB0692                          STATION RECOVERY (1985)
 NB0692
 NB0692'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0692'LVRR STATION, RAILS, TIES, MILEPOST NO LONGER EXIST. TO REACH STATION
 NB0692'FROM CORNER OF SHAW ROAD AND UPPER LAKE ROAD, PROCEED WEST ON SHAW
 NB0692'ROAD TO THE INTERSECTION OF THE FORMER LVRR RIGHT-OF-WAY AND THE MARK
 NB0692'ON THE RIGHT. THE FOUNDATION OF FORMER SIGNAL TOWER IS IN GOOD
 NB0692'CONDITION, AND THE MARK DISK IS IN THE TOP SURFACE, 6-INCHES FROM
 NB0692'NORTH EDGE, AND 7-INCHES FROM EAST EDGE, 2-FEET ABOVE GROUND LEVEL.
 NB0692
 NB0692                          STATION RECOVERY (1990)
 NB0692
 NB0692'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0692'RECOVERED IN GOOD CONDITION.
 NB0692
 NB0692                          STATION RECOVERY (2001)
 NB0692
 NB0692'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0692'RECOVERED IN GOOD CONDITION.
 NB0692
 NB0692                          STATION RECOVERY (2005)
 NB0692
 NB0692'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0752 ***********************************************************************
 NB0752  DESIGNATION -  C 175
 NB0752  PID         -  NB0752
 NB0752  STATE/COUNTY-  NY/SENECA
 NB0752  USGS QUAD   -  OVID (1970)
 NB0752
 NB0752                         *CURRENT SURVEY CONTROL
 NB0752  ___________________________________________________________________
 NB0752* NAD 83(1986)-  42 40 54.     (N)    076 47 35.     (W)     SCALED    
 NB0752* NAVD 88     -       265.327  (meters)     870.49   (feet)  ADJUSTED  
 NB0752  ___________________________________________________________________
 NB0752  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NB0752  DYNAMIC HT  -         265.249 (meters)     870.24  (feet)  COMP
 NB0752  MODELED GRAV-     980,318.7   (mgal)                       NAVD 88
 NB0752
 NB0752  VERT ORDER  -  SECOND    CLASS 0
 NB0752
 NB0752.The horizontal coordinates were scaled from a topographic map and have
 NB0752.an estimated accuracy of +/- 6 seconds.
 NB0752
 NB0752.The orthometric height was determined by differential leveling
 NB0752.and adjusted by the National Geodetic Survey in June 1991..
 NB0752
 NB0752.The geoid height was determined by GEOID03.
 NB0752
 NB0752.The dynamic height is computed by dividing the NAVD 88
 NB0752.geopotential number by the normal gravity value computed on the
 NB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0752.degrees latitude (g = 980.6199 gals.).
 NB0752
 NB0752.The modeled gravity was interpolated from observed gravity values.
 NB0752
 NB0752;                    North         East    Units  Estimated Accuracy
 NB0752;SPC NY C     -   297,830.      232,810.      MT  (+/- 180 meters Scaled)
 NB0752
 NB0752                          SUPERSEDED SURVEY CONTROL
 NB0752
 NB0752  NGVD 29 (??/??/92)  265.507  (m)          871.08   (f) ADJ UNCH    2 0
 NB0752
 NB0752.Superseded values are not recommended for survey control.
 NB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0752.See file dsdata.txt to determine how the superseded data were derived.
 NB0752
 NB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN530270(NAD 83)
 NB0752_MARKER: DB = BENCH MARK DISK
 NB0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0752_STAMPING: C 175 1942
 NB0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0752+STABILITY: SURFACE MOTION
 NB0752
 NB0752  HISTORY     - Date     Condition        Report By
 NB0752  HISTORY     - 1942     MONUMENTED       CGS
 NB0752  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0752  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0752  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 NB0752
 NB0752                          STATION DESCRIPTION
 NB0752
 NB0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0752'0.4 MI N FROM OVID.
 NB0752'0.4 MILE NORTH ALONG STATE HIGHWAY 414 FROM THE POST OFFICE AT OVID,
 NB0752'SENECA COUNTY, THENCE 1.4 MILES EAST ALONG AN ASPHALT ROAD, 91 FEET
 NB0752'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE FARMHOUSE NORTH OF THE
 NB0752'ROAD, AT THE SOUTHWEST CORNER OF A PLOWED FIELD, 23 FEET NORTH OF THE
 NB0752'CENTERLINE OF THE ROAD, 7 FEET EAST OF A POWER-TRANSMISSION LINE
 NB0752'POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 0.5 FOOT HIGHER
 NB0752'THAN THE ROAD. A STANDARD DISK, STAMPED C 175 1942 AND SET IN THE TOP
 NB0752'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 NB0752
 NB0752                          STATION RECOVERY (1985)
 NB0752
 NB0752'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0752'MARK NOT FOUND.
 NB0752
 NB0752                          STATION RECOVERY (1985)
 NB0752
 NB0752'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0752'MARK NOT FOUND.
 NB0752
 NB0752                          STATION RECOVERY (2001)
 NB0752
 NB0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0056 ***********************************************************************
 NB0056  DESIGNATION -  C 176
 NB0056  PID         -  NB0056
 NB0056  STATE/COUNTY-  NY/CAYUGA
 NB0056  USGS QUAD   -  OWASCO (1976)
 NB0056
 NB0056                         *CURRENT SURVEY CONTROL
 NB0056  ___________________________________________________________________
 NB0056* NAD 83(1986)-  42 45 01.     (N)    076 23 36.     (W)     SCALED    
 NB0056* NAVD 88     -       335.827  (meters)    1101.79   (feet)  ADJUSTED  
 NB0056  ___________________________________________________________________
 NB0056  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NB0056  DYNAMIC HT  -         335.720 (meters)    1101.44  (feet)  COMP
 NB0056  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NB0056
 NB0056  VERT ORDER  -  SECOND    CLASS 0
 NB0056
 NB0056.The horizontal coordinates were scaled from a topographic map and have
 NB0056.an estimated accuracy of +/- 6 seconds.
 NB0056
 NB0056.The orthometric height was determined by differential leveling
 NB0056.and adjusted by the National Geodetic Survey in June 1991..
 NB0056
 NB0056.The geoid height was determined by GEOID03.
 NB0056
 NB0056.The dynamic height is computed by dividing the NAVD 88
 NB0056.geopotential number by the normal gravity value computed on the
 NB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0056.degrees latitude (g = 980.6199 gals.).
 NB0056
 NB0056.The modeled gravity was interpolated from observed gravity values.
 NB0056
 NB0056;                    North         East    Units  Estimated Accuracy
 NB0056;SPC NY C     -   305,450.      265,550.      MT  (+/- 180 meters Scaled)
 NB0056
 NB0056                          SUPERSEDED SURVEY CONTROL
 NB0056
 NB0056  NGVD 29 (??/??/92)  335.96   (m)         1102.2    (f) COMPUTED    2 0
 NB0056
 NB0056.Superseded values are not recommended for survey control.
 NB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0056.See file dsdata.txt to determine how the superseded data were derived.
 NB0056
 NB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN859340(NAD 83)
 NB0056_MARKER: DB = BENCH MARK DISK
 NB0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0056_SP_SET: CULVERT
 NB0056_STAMPING: C 176 1942
 NB0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0056
 NB0056  HISTORY     - Date     Condition        Report By
 NB0056  HISTORY     - 1942     MONUMENTED       CGS
 NB0056  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 NB0056
 NB0056                          STATION DESCRIPTION
 NB0056
 NB0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0056'3.9 MI NE FROM MORAVIA.
 NB0056'TO REACH FROM THE POST OFFICE IN MORAVIA--PROCEED 3.9 MILES
 NB0056'NORTHEAST ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK
 NB0056'IS ABOUT 225.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 NB0056'WHITE TWO-STORY FRAME HOUSE, AND 11.0 FEET EAST OF AND ABOUT 1.0
 NB0056'BELOW THE CENTERLINE OF HIGHWAY. IT IS SET HORIZONTALLY IN THE CENTER
 NB0056'OF THE EAST HEADWALL OF A CONCRETE CULVERT. A STANDARD DISK, STAMPED
 NB0056'C 176 1942.
 NB0056
 NB0056                          STATION RECOVERY (1954)
 NB0056
 NB0056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 NB0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0591 ***********************************************************************
 NB0591  DESIGNATION -  C 177
 NB0591  PID         -  NB0591
 NB0591  STATE/COUNTY-  NY/CAYUGA
 NB0591  USGS QUAD   -  AUBURN (1978)
 NB0591
 NB0591                         *CURRENT SURVEY CONTROL
 NB0591  ___________________________________________________________________
 NB0591* NAD 83(1986)-  42 53 14.     (N)    076 31 01.     (W)     SCALED    
 NB0591* NAVD 88     -       252.789  (meters)     829.36   (feet)  ADJUSTED  
 NB0591  ___________________________________________________________________
 NB0591  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NB0591  DYNAMIC HT  -         252.720 (meters)     829.13  (feet)  COMP
 NB0591  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 NB0591
 NB0591  VERT ORDER  -  SECOND    CLASS 0
 NB0591
 NB0591.The horizontal coordinates were scaled from a topographic map and have
 NB0591.an estimated accuracy of +/- 6 seconds.
 NB0591
 NB0591.The orthometric height was determined by differential leveling
 NB0591.and adjusted by the National Geodetic Survey in June 1991..
 NB0591
 NB0591.The geoid height was determined by GEOID03.
 NB0591
 NB0591.The dynamic height is computed by dividing the NAVD 88
 NB0591.geopotential number by the normal gravity value computed on the
 NB0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0591.degrees latitude (g = 980.6199 gals.).
 NB0591
 NB0591.The modeled gravity was interpolated from observed gravity values.
 NB0591
 NB0591;                    North         East    Units  Estimated Accuracy
 NB0591;SPC NY C     -   320,640.      255,420.      MT  (+/- 180 meters Scaled)
 NB0591
 NB0591                          SUPERSEDED SURVEY CONTROL
 NB0591
 NB0591  NGVD 29 (??/??/92)  252.94   (m)          829.9    (f) COMPUTED    2 0
 NB0591
 NB0591.Superseded values are not recommended for survey control.
 NB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0591.See file dsdata.txt to determine how the superseded data were derived.
 NB0591
 NB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN761494(NAD 83)
 NB0591_MARKER: DB = BENCH MARK DISK
 NB0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0591_SP_SET: CULVERT
 NB0591_STAMPING: C 177 1942
 NB0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0591
 NB0591  HISTORY     - Date     Condition        Report By
 NB0591  HISTORY     - 1942     MONUMENTED       CGS
 NB0591  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 NB0591
 NB0591                          STATION DESCRIPTION
 NB0591
 NB0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0591'4.6 MI SE FROM AUBURN.
 NB0591'TO REACH FROM THE POST OFFICE IN AUBURN--PROCEED 4.6 MILES SOUTHEAST
 NB0591'ON STATE HIGHWAY NO.38A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0591'110.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE TWO-STORY
 NB0591'FRAME HOUSE, AND 24.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 NB0591'CENTERLINE OF HIGHWAY. IT IS SET HORIZONTALLY IN THE CENTER OF THE
 NB0591'EAST HEADWALL OF A CONCRETE CULVERT.
 NB0591
 NB0591                          STATION RECOVERY (1994)
 NB0591
 NB0591'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0099 ***********************************************************************
 NB0099  DESIGNATION -  C 178
 NB0099  PID         -  NB0099
 NB0099  STATE/COUNTY-  NY/ONONDAGA
 NB0099  USGS QUAD   -  OTISCO VALLEY (1955)
 NB0099
 NB0099                         *CURRENT SURVEY CONTROL
 NB0099  ___________________________________________________________________
 NB0099* NAD 83(1986)-  42 49 46.     (N)    076 13 59.     (W)     SCALED    
 NB0099* NAVD 88     -       254.732  (meters)     835.73   (feet)  ADJUSTED  
 NB0099  ___________________________________________________________________
 NB0099  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NB0099  DYNAMIC HT  -         254.656 (meters)     835.48  (feet)  COMP
 NB0099  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 NB0099
 NB0099  VERT ORDER  -  SECOND    CLASS 0
 NB0099
 NB0099.The horizontal coordinates were scaled from a topographic map and have
 NB0099.an estimated accuracy of +/- 6 seconds.
 NB0099
 NB0099.The orthometric height was determined by differential leveling
 NB0099.and adjusted by the National Geodetic Survey in June 1991..
 NB0099
 NB0099.The geoid height was determined by GEOID03.
 NB0099
 NB0099.The dynamic height is computed by dividing the NAVD 88
 NB0099.geopotential number by the normal gravity value computed on the
 NB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0099.degrees latitude (g = 980.6199 gals.).
 NB0099
 NB0099.The modeled gravity was interpolated from observed gravity values.
 NB0099
 NB0099;                    North         East    Units  Estimated Accuracy
 NB0099;SPC NY C     -   314,280.      278,640.      MT  (+/- 180 meters Scaled)
 NB0099
 NB0099                          SUPERSEDED SURVEY CONTROL
 NB0099
 NB0099  NGVD 29 (??/??/92)  254.872  (m)          836.19   (f) ADJ UNCH    2 0
 NB0099
 NB0099.Superseded values are not recommended for survey control.
 NB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0099.See file dsdata.txt to determine how the superseded data were derived.
 NB0099
 NB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN992426(NAD 83)
 NB0099_MARKER: DB = BENCH MARK DISK
 NB0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0099_SP_SET: CULVERT
 NB0099_STAMPING: C 178 1942
 NB0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0099
 NB0099  HISTORY     - Date     Condition        Report By
 NB0099  HISTORY     - 1942     MONUMENTED       CGS
 NB0099  HISTORY     - 19910419 MARK NOT FOUND   USPSQD
 NB0099
 NB0099                          STATION DESCRIPTION
 NB0099
 NB0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0099'11.7 MI NW FROM TULLY.
 NB0099'TO REACH FROM THE POST OFFICE IN TULLY-- PROCEED 7.8 MILES NORTHWEST
 NB0099'ON STATE HIGHWAY NO. 80 TO A CROSS ROAD INTERSECTION AT THE VILLAGE
 NB0099'OF OTISCO, THENCE GO 2.2 MILES WEST ON AN IMPROVED COUNTY ROAD TO
 NB0099'THE INTERSECTION OF A CONCRETE PAVED ROAD, THENCE GO 1.9 MILES
 NB0099'SOUTH TO
 NB0099'SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.1 MILE NORTH OF THE
 NB0099'INTERSECTION OF A SIDE ROAD AT THE VILLAGE OF OTISCO VALLEY, AND
 NB0099'16.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD.
 NB0099'IT IS 12.0 FEET EAST OF THE NORTHEAST CORNER OF AN IMPLEMENT SHED,
 NB0099'AND SET HORIZONTALLY IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 NB0099'CULVERT. A STANDARD DISK, STAMPED C 178 1942. NOTE--BENCH MARK IS
 NB0099'ALSO 16.8 MILES NORTH OF HOMER.
 NB0099
 NB0099                          STATION RECOVERY (1991)
 NB0099
 NB0099'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0024 ***********************************************************************
 NB0024  DESIGNATION -  C 179
 NB0024  PID         -  NB0024
 NB0024  STATE/COUNTY-  NY/ONONDAGA
 NB0024  USGS QUAD   -  MARCELLUS (1976)
 NB0024
 NB0024                         *CURRENT SURVEY CONTROL
 NB0024  ___________________________________________________________________
 NB0024* NAD 83(1986)-  42 58 29.     (N)    076 19 47.     (W)     SCALED    
 NB0024* NAVD 88     -       245.698  (meters)     806.09   (feet)  ADJUSTED  
 NB0024  ___________________________________________________________________
 NB0024  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NB0024  DYNAMIC HT  -         245.630 (meters)     805.87  (feet)  COMP
 NB0024  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NB0024
 NB0024  VERT ORDER  -  SECOND    CLASS 0
 NB0024
 NB0024.The horizontal coordinates were scaled from a topographic map and have
 NB0024.an estimated accuracy of +/- 6 seconds.
 NB0024
 NB0024.The orthometric height was determined by differential leveling
 NB0024.and adjusted by the National Geodetic Survey in June 1991..
 NB0024
 NB0024.The geoid height was determined by GEOID03.
 NB0024
 NB0024.The dynamic height is computed by dividing the NAVD 88
 NB0024.geopotential number by the normal gravity value computed on the
 NB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0024.degrees latitude (g = 980.6199 gals.).
 NB0024
 NB0024.The modeled gravity was interpolated from observed gravity values.
 NB0024
 NB0024;                    North         East    Units  Estimated Accuracy
 NB0024;SPC NY C     -   330,390.      270,690.      MT  (+/- 180 meters Scaled)
 NB0024
 NB0024                          SUPERSEDED SURVEY CONTROL
 NB0024
 NB0024  NGVD 29 (??/??/92)  245.850  (m)          806.59   (f) ADJ UNCH    2 0
 NB0024
 NB0024.Superseded values are not recommended for survey control.
 NB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0024.See file dsdata.txt to determine how the superseded data were derived.
 NB0024
 NB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN915588(NAD 83)
 NB0024_MARKER: DB = BENCH MARK DISK
 NB0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0024_SP_SET: CULVERT
 NB0024_STAMPING: C 179 1942
 NB0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0024
 NB0024  HISTORY     - Date     Condition        Report By
 NB0024  HISTORY     - 1942     MONUMENTED       CGS
 NB0024  HISTORY     - 19910419 GOOD             USPSQD
 NB0024
 NB0024                          STATION DESCRIPTION
 NB0024
 NB0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0024'1.0 MI SE FROM MARCELLUS.
 NB0024'TO REACH FROM THE POST OFFICE IN MARCELLUS--  PROCEED 0.3 MILE EAST
 NB0024'ON STATE HIGHWAY NO. 175 TO A SIDE ROAD INTERSECTION LEADING SOUTH,
 NB0024'THENCE GO 0.7 MILE SOUTH ON AN IMPROVED COUNTY ROAD TO SITE OF BENCH
 NB0024'MARK. BENCH MARK IS ON A HILLSIDE ABOUT 0.1 MILE EAST OF A CURVE AND
 NB0024'SIDE ROAD INTERSECTION, AND 16.0 FEET SOUTH OF AND ABOUT THE SAME
 NB0024'ELEVATION AS THE CENTERLINE OF ROAD. IT IS SET HORIZONTALLY IN THE
 NB0024'NORTHWEST CORNER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 NB0024'A STANDARD DISK, STAMPED C 179 1942.
 NB0024
 NB0024                          STATION RECOVERY (1991)
 NB0024
 NB0024'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1183 ***********************************************************************
 KU1183  DESIGNATION -  C 18
 KU1183  PID         -  KU1183
 KU1183  STATE/COUNTY-  NY/WESTCHESTER
 KU1183  USGS QUAD   -  MOUNT VERNON (1979)
 KU1183
 KU1183                         *CURRENT SURVEY CONTROL
 KU1183  ___________________________________________________________________
 KU1183* NAD 83(1986)-  40 59 43.     (N)    073 48 19.     (W)     SCALED    
 KU1183* NAVD 88     -        47.669  (meters)     156.39   (feet)  POSTED    
 KU1183  ___________________________________________________________________
 KU1183  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KU1183  DYNAMIC HT  -          47.650 (meters)     156.33  (feet)  COMP
 KU1183  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 KU1183
 KU1183  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KU1183
 KU1183.The horizontal coordinates were scaled from a topographic map and have
 KU1183.an estimated accuracy of +/- 6 seconds.
 KU1183
 KU1183.The orthometric height was determined by differential leveling
 KU1183.and adjusted by the National Geodetic Survey in 1992..
 KU1183.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KU1183.rate of 1.1 thru 2.0 mm/km.
 KU1183
 KU1183.The geoid height was determined by GEOID03.
 KU1183
 KU1183.The dynamic height is computed by dividing the NAVD 88
 KU1183.geopotential number by the normal gravity value computed on the
 KU1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1183.degrees latitude (g = 980.6199 gals.).
 KU1183
 KU1183.The modeled gravity was interpolated from observed gravity values.
 KU1183
 KU1183;                    North         East    Units  Estimated Accuracy
 KU1183;SPC NY E     -   240,260.      208,450.      MT  (+/- 180 meters Scaled)
 KU1183
 KU1183                          SUPERSEDED SURVEY CONTROL
 KU1183
 KU1183  NGVD 29 (??/??/92)   47.977  (m)          157.40   (f) ADJ UNCH    2 0
 KU1183
 KU1183.Superseded values are not recommended for survey control.
 KU1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1183.See file dsdata.txt to determine how the superseded data were derived.
 KU1183
 KU1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL004389(NAD 83)
 KU1183_MARKER: DD = SURVEY DISK
 KU1183_SETTING: 66 = SET IN ROCK OUTCROP
 KU1183_SP_SET: ROCK OUTCROP
 KU1183_STAMPING: C 18
 KU1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1183+STABILITY: POSITION/ELEVATION WELL
 KU1183
 KU1183  HISTORY     - Date     Condition        Report By
 KU1183  HISTORY     - UNK      MONUMENTED       NYGS
 KU1183  HISTORY     - 1935     GOOD             NGS
 KU1183
 KU1183                          STATION DESCRIPTION
 KU1183
 KU1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KU1183'AT SCARSDALE.
 KU1183'AT SCARSDALE, WESTCHESTER COUNTY, ON THE BRONX RIVER PARKWAY,
 KU1183'ABOUT 0.3 MILE NORTH OF THE CROSSING OF CRANE ROAD, ABOUT 110
 KU1183'FEET EAST OF THE BRONX RIVER, 75 FEET WEST OF THE CENTER LINE OF
 KU1183'THE PARKWAY, 35 FEET WEST OF THE NORTH ONE OF FOUR MAPLE TREES,
 KU1183'IN THE TOP OF A GRANITE OUTCROP, AND ABOUT FLUSH WITH THE
 KU1183'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED C 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0012 ***********************************************************************
 NB0012  DESIGNATION -  C 180
 NB0012  PID         -  NB0012
 NB0012  STATE/COUNTY-  NY/ONONDAGA
 NB0012  USGS QUAD   -  MARCELLUS (1976)
 NB0012
 NB0012                         *CURRENT SURVEY CONTROL
 NB0012  ___________________________________________________________________
 NB0012* NAD 83(1986)-  42 59 02.     (N)    076 15 00.     (W)     SCALED    
 NB0012* NAVD 88     -       261.523  (meters)     858.01   (feet)  ADJUSTED  
 NB0012  ___________________________________________________________________
 NB0012  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NB0012  DYNAMIC HT  -         261.450 (meters)     857.77  (feet)  COMP
 NB0012  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NB0012
 NB0012  VERT ORDER  -  SECOND    CLASS 0
 NB0012
 NB0012.The horizontal coordinates were scaled from a topographic map and have
 NB0012.an estimated accuracy of +/- 6 seconds.
 NB0012
 NB0012.The orthometric height was determined by differential leveling
 NB0012.and adjusted by the National Geodetic Survey in June 1991..
 NB0012
 NB0012.The geoid height was determined by GEOID03.
 NB0012
 NB0012.The dynamic height is computed by dividing the NAVD 88
 NB0012.geopotential number by the normal gravity value computed on the
 NB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0012.degrees latitude (g = 980.6199 gals.).
 NB0012
 NB0012.The modeled gravity was interpolated from observed gravity values.
 NB0012
 NB0012;                    North         East    Units  Estimated Accuracy
 NB0012;SPC NY C     -   331,430.      277,190.      MT  (+/- 180 meters Scaled)
 NB0012
 NB0012                          SUPERSEDED SURVEY CONTROL
 NB0012
 NB0012  NGVD 29 (??/??/92)  261.682  (m)          858.53   (f) ADJ UNCH    2 0
 NB0012
 NB0012.Superseded values are not recommended for survey control.
 NB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0012.See file dsdata.txt to determine how the superseded data were derived.
 NB0012
 NB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN980597(NAD 83)
 NB0012_MARKER: DB = BENCH MARK DISK
 NB0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0012_SP_SET: CULVERT
 NB0012_STAMPING: C 180 1942
 NB0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0012
 NB0012  HISTORY     - Date     Condition        Report By
 NB0012  HISTORY     - 1942     MONUMENTED       CGS
 NB0012  HISTORY     - 1973     MARK NOT FOUND   USGS
 NB0012
 NB0012                          STATION DESCRIPTION
 NB0012
 NB0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0012'7.9 MI SW FROM SYRACUSE.
 NB0012'TO REACH FROM THE COURT HOSE IN SYRACUSE--  PROCEED 7.6 MILES
 NB0012'SOUTHWEST ON STATE HIGHWAY NO. 175 TO A PAVED COUNTY ROAD
 NB0012'INTERSECTION, THENCE GO 0.3 MILE SOUTH ON A CONCRETE PAVED ROAD TO
 NB0012'SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.1 MILE NORTH OF A CURVE
 NB0012'AND A DIRT ROAD INTERSECTION, AND 14.5 FEET EAST OF AND ABOUT THE
 NB0012'SAME ELEVATION AS THE CENTERLINE OF ROAD. IT IS SET HORIZONTALLY
 NB0012'IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT. A STANDARD
 NB0012'DISK, STAMPED C 180 1942. NOTE-- CULV. EXTENDED, ROAD WIDENED.
 NB0012
 NB0012                          STATION RECOVERY (1973)
 NB0012
 NB0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NB0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0756 ***********************************************************************
 OE0756  DESIGNATION -  C 181
 OE0756  PID         -  OE0756
 OE0756  STATE/COUNTY-  NY/ONEIDA
 OE0756  USGS QUAD   -  NORTH WESTERN (1980)
 OE0756
 OE0756                         *CURRENT SURVEY CONTROL
 OE0756  ___________________________________________________________________
 OE0756* NAD 83(1986)-  43 18 52.     (N)    075 22 15.     (W)     SCALED    
 OE0756* NAVD 88     -       192.226  (meters)     630.66   (feet)  ADJUSTED  
 OE0756  ___________________________________________________________________
 OE0756  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 OE0756  DYNAMIC HT  -         192.178 (meters)     630.50  (feet)  COMP
 OE0756  MODELED GRAV-     980,367.1   (mgal)                       NAVD 88
 OE0756
 OE0756  VERT ORDER  -  SECOND    CLASS 0
 OE0756
 OE0756.The horizontal coordinates were scaled from a topographic map and have
 OE0756.an estimated accuracy of +/- 6 seconds.
 OE0756
 OE0756.The orthometric height was determined by differential leveling
 OE0756.and adjusted by the National Geodetic Survey in June 1991..
 OE0756
 OE0756.The geoid height was determined by GEOID03.
 OE0756
 OE0756.The dynamic height is computed by dividing the NAVD 88
 OE0756.geopotential number by the normal gravity value computed on the
 OE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0756.degrees latitude (g = 980.6199 gals.).
 OE0756
 OE0756.The modeled gravity was interpolated from observed gravity values.
 OE0756
 OE0756;                    North         East    Units  Estimated Accuracy
 OE0756;SPC NY C     -   368,820.      348,360.      MT  (+/- 180 meters Scaled)
 OE0756
 OE0756                          SUPERSEDED SURVEY CONTROL
 OE0756
 OE0756  NGVD 29 (??/??/92)  192.352  (m)          631.07   (f) ADJ UNCH    2 0
 OE0756
 OE0756.Superseded values are not recommended for survey control.
 OE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0756.See file dsdata.txt to determine how the superseded data were derived.
 OE0756
 OE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN699958(NAD 83)
 OE0756_MARKER: DB = BENCH MARK DISK
 OE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0756_STAMPING: C 181 1942
 OE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0756+STABILITY: SURFACE MOTION
 OE0756
 OE0756  HISTORY     - Date     Condition        Report By
 OE0756  HISTORY     - 1942     MONUMENTED       CGS
 OE0756
 OE0756                          STATION DESCRIPTION
 OE0756
 OE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0756'0.9 MI NE FROM WESTERNVILLE.
 OE0756'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 46 FROM THE SCHOOL AT
 OE0756'WESTERNVILLE, ONEIDA COUNTY, 0.1 MILE SOUTHWEST OF A 2-STORY WHITE
 OE0756'FRAME HOUSE ON THE COLD SPRING FARM, 75 FEET SOUTHWEST OF A FENCE
 OE0756'CORNER, AT THE INSIDE OF A CURVE, 28 FEET NORTHWEST OF THE CENTER LINE
 OE0756'OF THE HIGHWAY, 4.2 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE
 OE0756'198, 0.7 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF
 OE0756'A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE HIGHWAY. A
 OE0756'STANDARD DISK, STAMPED C 181 1942 AND SET IN THE TOP OF A CONCRETE
 OE0756'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC8393 ***********************************************************************
 AC8393  DESIGNATION -  C 182 RESET
 AC8393  PID         -  AC8393
 AC8393  STATE/COUNTY-  NY/LEWIS
 AC8393  USGS QUAD   -  LOWVILLE (1980)
 AC8393
 AC8393                         *CURRENT SURVEY CONTROL
 AC8393  ___________________________________________________________________
 AC8393* NAD 83(1986)-  43 51 35.     (N)    075 24 16.     (W)     SCALED    
 AC8393* NAVD 88     -       374.76   (+/-2cm)    1229.5    (feet)  VERTCON   
 AC8393  ___________________________________________________________________
 AC8393  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 AC8393
 AC8393  VERT ORDER  -  THIRD (See Below)
 AC8393
 AC8393.The horizontal coordinates were scaled from a topographic map and have
 AC8393.an estimated accuracy of +/- 6 seconds.
 AC8393
 AC8393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8393.The vertical order pertains to the NGVD 29 superseded value.
 AC8393
 AC8393.The geoid height was determined by GEOID03.
 AC8393
 AC8393;                    North         East    Units  Estimated Accuracy
 AC8393;SPC NY C     -   429,360.      344,770.      MT  (+/- 180 meters Scaled)
 AC8393
 AC8393                          SUPERSEDED SURVEY CONTROL
 AC8393
 AC8393  NGVD 29 (09/01/04)  374.87   (m)         1229.9    (f) RESET       3  
 AC8393
 AC8393.Superseded values are not recommended for survey control.
 AC8393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8393.See file dsdata.txt to determine how the superseded data were derived.
 AC8393
 AC8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP674563(NAD 83)
 AC8393_MARKER: DV = VERTICAL CONTROL DISK
 AC8393_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8393_SP_SET: CULVERT WINGWALL
 AC8393_STAMPING: C 182 RESET 1995
 AC8393_MARK LOGO: NGS   
 AC8393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8393+STABILITY: SURFACE MOTION
 AC8393
 AC8393  HISTORY     - Date     Condition        Report By
 AC8393  HISTORY     - 1995     MONUMENTED       LOCENG
 AC8393
 AC8393                          STATION DESCRIPTION
 AC8393
 AC8393'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (BW)
 AC8393'ON NYS ROUTE 26, IN THE TOWN OF WEST TURNIN, COUNTY OF LEWIS, 1 MILE
 AC8393'(1.6 KM) SOUTHWEST OF INTERSECTION OF STATE ROUTE 26, AND STATE ROUTE
 AC8393'12D.  ON HIGHEST POINT OF SOUTHWEST WINGWALL OF BOX CULVERT OVER WHITE
 AC8393'RIVER.  20.55 FEET (6.26 M) NORTHWEST OF CENTERLINE OF ROUTE 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0703 ***********************************************************************
 OE0703  DESIGNATION -  C 183
 OE0703  PID         -  OE0703
 OE0703  STATE/COUNTY-  NY/ONEIDA
 OE0703  USGS QUAD   -  ROME (1955)
 OE0703
 OE0703                         *CURRENT SURVEY CONTROL
 OE0703  ___________________________________________________________________
 OE0703* NAD 83(1986)-  43 13 36.     (N)    075 27 19.     (W)     SCALED    
 OE0703* NAVD 88     -       142.896  (meters)     468.82   (feet)  ADJUSTED  
 OE0703  ___________________________________________________________________
 OE0703  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 OE0703  DYNAMIC HT  -         142.861 (meters)     468.70  (feet)  COMP
 OE0703  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 OE0703
 OE0703  VERT ORDER  -  SECOND    CLASS 0
 OE0703
 OE0703.The horizontal coordinates were scaled from a topographic map and have
 OE0703.an estimated accuracy of +/- 6 seconds.
 OE0703
 OE0703.The orthometric height was determined by differential leveling
 OE0703.and adjusted by the National Geodetic Survey in June 1991..
 OE0703
 OE0703.The geoid height was determined by GEOID03.
 OE0703
 OE0703.The dynamic height is computed by dividing the NAVD 88
 OE0703.geopotential number by the normal gravity value computed on the
 OE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0703.degrees latitude (g = 980.6199 gals.).
 OE0703
 OE0703.The modeled gravity was interpolated from observed gravity values.
 OE0703
 OE0703;                    North         East    Units  Estimated Accuracy
 OE0703;SPC NY C     -   358,970.      341,640.      MT  (+/- 180 meters Scaled)
 OE0703
 OE0703                          SUPERSEDED SURVEY CONTROL
 OE0703
 OE0703  NGVD 29 (??/??/92)  143.063  (m)          469.37   (f) ADJ UNCH    2 0
 OE0703
 OE0703.Superseded values are not recommended for survey control.
 OE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0703.See file dsdata.txt to determine how the superseded data were derived.
 OE0703
 OE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN630860(NAD 83)
 OE0703_MARKER: DB = BENCH MARK DISK
 OE0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0703_SP_SET: STEP
 OE0703_STAMPING: C 183 1942
 OE0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0703
 OE0703  HISTORY     - Date     Condition        Report By
 OE0703  HISTORY     - 1942     MONUMENTED       CGS
 OE0703  HISTORY     - 1956     GOOD             NGS
 OE0703  HISTORY     - 1982     GOOD             NGS
 OE0703  HISTORY     - 19890329 GOOD             LOCSUR
 OE0703  HISTORY     - 19890506 GOOD             USPSQD
 OE0703
 OE0703                          STATION DESCRIPTION
 OE0703
 OE0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OE0703'IN ROME.
 OE0703'AT ROME, ONEIDA COUNTY, AT LINDEN AND TURIN STREETS, AT THE ROME FREE
 OE0703'ACADEMY, ON THE WEST SIDE OF THE BUILDING, AND IN THE SOUTH END OF THE
 OE0703'TOP STEP AT THE MAIN ENTRANCE.  A STANDARD DISK, STAMPED C 183 1942.
 OE0703
 OE0703                          STATION RECOVERY (1982)
 OE0703
 OE0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0703'RECOVERED IN GOOD CONDITION.
 OE0703
 OE0703                          STATION RECOVERY (1989)
 OE0703
 OE0703'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (GJF)
 OE0703'RECOVERED IN GOOD CONDITION.
 OE0703
 OE0703                          STATION RECOVERY (1989)
 OE0703
 OE0703'RECOVERY NOTE BY US POWER SQUADRON 1989 (EES)
 OE0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0663 ***********************************************************************
 OE0663  DESIGNATION -  C 184
 OE0663  PID         -  OE0663
 OE0663  STATE/COUNTY-  NY/ONEIDA
 OE0663  USGS QUAD   -  BOONVILLE (1955)
 OE0663
 OE0663                         *CURRENT SURVEY CONTROL
 OE0663  ___________________________________________________________________
 OE0663* NAD 83(1986)-  43 28 01.     (N)    075 18 16.     (W)     SCALED    
 OE0663* NAVD 88     -       355.202  (meters)    1165.36   (feet)  ADJUSTED  
 OE0663  ___________________________________________________________________
 OE0663  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 OE0663  DYNAMIC HT  -         355.113 (meters)    1165.07  (feet)  COMP
 OE0663  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 OE0663
 OE0663  VERT ORDER  -  FIRST     CLASS II
 OE0663
 OE0663.The horizontal coordinates were scaled from a topographic map and have
 OE0663.an estimated accuracy of +/- 6 seconds.
 OE0663
 OE0663.The orthometric height was determined by differential leveling
 OE0663.and adjusted by the National Geodetic Survey in June 1991..
 OE0663
 OE0663.The geoid height was determined by GEOID03.
 OE0663
 OE0663.The dynamic height is computed by dividing the NAVD 88
 OE0663.geopotential number by the normal gravity value computed on the
 OE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0663.degrees latitude (g = 980.6199 gals.).
 OE0663
 OE0663.The modeled gravity was interpolated from observed gravity values.
 OE0663
 OE0663;                    North         East    Units  Estimated Accuracy
 OE0663;SPC NY C     -   385,840.      353,480.      MT  (+/- 180 meters Scaled)
 OE0663
 OE0663                          SUPERSEDED SURVEY CONTROL
 OE0663
 OE0663  NGVD 29 (??/??/92)  355.294  (m)         1165.66   (f) ADJ UNCH    1 2
 OE0663
 OE0663.Superseded values are not recommended for survey control.
 OE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0663.See file dsdata.txt to determine how the superseded data were derived.
 OE0663
 OE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP753127(NAD 83)
 OE0663_MARKER: DB = BENCH MARK DISK
 OE0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0663_SP_SET: BRIDGE
 OE0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0663
 OE0663  HISTORY     - Date     Condition        Report By
 OE0663  HISTORY     - UNK      MONUMENTED       CGS
 OE0663  HISTORY     - 1942     GOOD             NGS
 OE0663  HISTORY     - 1973     GOOD             LDA
 OE0663  HISTORY     - 20050801 GOOD             NYDT
 OE0663
 OE0663                          STATION DESCRIPTION
 OE0663
 OE0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0663'2.0 MI S FROM BOONVILLE.
 OE0663'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT BOONVILLE,
 OE0663'PROCEED SOUTHERLY ALONG RAILROAD TRACK 2.0 MILES TO THE SITE OF THE
 OE0663'BENCH MARK. BENCH MARK IS 198.0 FEET SOUTH WEST OF MILE POST U33 AND
 OE0663'AT BRIDGE NUMBERED U73.  IT IS SET HORIZONTALLY IN THE TOP OF THE
 OE0663'NORTHWEST WINGWALL OF THE SOUTHWEST END OF A CONCRETE RAILROAD BRIDGE
 OE0663'AND 10.9 FEET SOUTHWEST OF AND ABOUT 1.9 FEET BELOW THE CENTERLINE OF
 OE0663'THE RAILROAD.
 OE0663
 OE0663                          STATION RECOVERY (1973)
 OE0663
 OE0663'RECOVERY NOTE BY L DICKERSON ASSOC 1973
 OE0663'RECOVERED IN GOOD CONDITION.
 OE0663
 OE0663                          STATION RECOVERY (2005)
 OE0663
 OE0663'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1090 ***********************************************************************
 OE1090  DESIGNATION -  C 185
 OE1090  PID         -  OE1090
 OE1090  STATE/COUNTY-  NY/ONEIDA
 OE1090  USGS QUAD   -  LEE CENTER (1955)
 OE1090
 OE1090                         *CURRENT SURVEY CONTROL
 OE1090  ___________________________________________________________________
 OE1090* NAD 83(1986)-  43 22 00.     (N)    075 32 19.     (W)     SCALED    
 OE1090* NAVD 88     -       349.166  (meters)    1145.56   (feet)  ADJUSTED  
 OE1090  ___________________________________________________________________
 OE1090  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 OE1090  DYNAMIC HT  -         349.078 (meters)    1145.27  (feet)  COMP
 OE1090  MODELED GRAV-     980,359.4   (mgal)                       NAVD 88
 OE1090
 OE1090  VERT ORDER  -  SECOND    CLASS 0
 OE1090
 OE1090.The horizontal coordinates were scaled from a topographic map and have
 OE1090.an estimated accuracy of +/- 6 seconds.
 OE1090
 OE1090.The orthometric height was determined by differential leveling
 OE1090.and adjusted by the National Geodetic Survey in June 1991..
 OE1090
 OE1090.The geoid height was determined by GEOID03.
 OE1090
 OE1090.The dynamic height is computed by dividing the NAVD 88
 OE1090.geopotential number by the normal gravity value computed on the
 OE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1090.degrees latitude (g = 980.6199 gals.).
 OE1090
 OE1090.The modeled gravity was interpolated from observed gravity values.
 OE1090
 OE1090;                    North         East    Units  Estimated Accuracy
 OE1090;SPC NY C     -   374,430.      334,670.      MT  (+/- 180 meters Scaled)
 OE1090
 OE1090                          SUPERSEDED SURVEY CONTROL
 OE1090
 OE1090  NGVD 29 (??/??/92)  349.302  (m)         1146.00   (f) ADJ UNCH    2 0
 OE1090
 OE1090.Superseded values are not recommended for survey control.
 OE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1090.See file dsdata.txt to determine how the superseded data were derived.
 OE1090
 OE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP563016(NAD 83)
 OE1090_MARKER: DB = BENCH MARK DISK
 OE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1090_STAMPING: C 185 1942
 OE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1090+STABILITY: SURFACE MOTION
 OE1090
 OE1090  HISTORY     - Date     Condition        Report By
 OE1090  HISTORY     - 1942     MONUMENTED       CGS
 OE1090
 OE1090                          STATION DESCRIPTION
 OE1090
 OE1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1090'3.3 MI SW FROM WEST BRANCH.
 OE1090'0.3 MILE SOUTH ALONG STATE HIGHWAY 26 FROM THE SCHOOL AT WEST BRANCH,
 OE1090'ONEIDA COUNTY, THENCE 3.0 MILES WEST ALONG A COUNTY ROAD. 300 FEET
 OE1090'WEST OF A BARN, 26 FEET SOUTHWEST OF A 6-INCH TREE, 23 FEET NORTH OF
 OE1090'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE ROAD FENCE, 3 FEET
 OE1090'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 OE1090'STANDARD DISK, STAMPED C 185 1942 AND SET IN THE TOP OF A CONCRETE
 OE1090'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0719 ***********************************************************************
 OF0719  DESIGNATION -  C 186
 OF0719  PID         -  OF0719
 OF0719  STATE/COUNTY-  NY/CAYUGA
 OF0719  USGS QUAD   -  MONTEZUMA (1978)
 OF0719
 OF0719                         *CURRENT SURVEY CONTROL
 OF0719  ___________________________________________________________________
 OF0719* NAD 83(1986)-  43 01 10.     (N)    076 40 06.     (W)     SCALED    
 OF0719* NAVD 88     -       133.864  (meters)     439.19   (feet)  ADJUSTED  
 OF0719  ___________________________________________________________________
 OF0719  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OF0719  DYNAMIC HT  -         133.831 (meters)     439.08  (feet)  COMP
 OF0719  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 OF0719
 OF0719  VERT ORDER  -  SECOND    CLASS 0
 OF0719
 OF0719.The horizontal coordinates were scaled from a topographic map and have
 OF0719.an estimated accuracy of +/- 6 seconds.
 OF0719
 OF0719.The orthometric height was determined by differential leveling
 OF0719.and adjusted by the National Geodetic Survey in June 1991..
 OF0719
 OF0719.The geoid height was determined by GEOID03.
 OF0719
 OF0719.The dynamic height is computed by dividing the NAVD 88
 OF0719.geopotential number by the normal gravity value computed on the
 OF0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0719.degrees latitude (g = 980.6199 gals.).
 OF0719
 OF0719.The modeled gravity was interpolated from observed gravity values.
 OF0719
 OF0719;                    North         East    Units  Estimated Accuracy
 OF0719;SPC NY C     -   335,330.      243,070.      MT  (+/- 180 meters Scaled)
 OF0719
 OF0719                          SUPERSEDED SURVEY CONTROL
 OF0719
 OF0719  NGVD 29 (??/??/92)  134.053  (m)          439.81   (f) ADJ UNCH    2 0
 OF0719
 OF0719.Superseded values are not recommended for survey control.
 OF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0719.See file dsdata.txt to determine how the superseded data were derived.
 OF0719
 OF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN640643(NAD 83)
 OF0719_MARKER: DB = BENCH MARK DISK
 OF0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0719_SP_SET: CULVERT
 OF0719_STAMPING: C 186 1942
 OF0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0719
 OF0719  HISTORY     - Date     Condition        Report By
 OF0719  HISTORY     - 1942     MONUMENTED       CGS
 OF0719  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 OF0719
 OF0719                          STATION DESCRIPTION
 OF0719
 OF0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0719'2.5 MI SW FROM PORT BYRON.
 OF0719'TO REACH FROM THE HIGH SCHOOL AT PORT BYRON, PROCEED SOUTHWESTERLY
 OF0719'ON STATE HIGHWAY NO.31, GO 2.5 MILES TO A CONCRETE CULVERT AT THE
 OF0719'BASE OF A SMALL HILL AND SITE OF BENCH MARK.
 OF0719'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 OF0719'HEADWALL OF CONCRETE CULVERT, IT IS ABOUT 100 FEET EAST OF THE EAST
 OF0719'SIDE OF A SMALL GROVE OF TREES, 18 FEET SOUTH OF AND ABOUT 3.0 FEET
 OF0719'BELOW THE CENTER LINE OF THE HIGHWAY.
 OF0719
 OF0719                          STATION RECOVERY (1994)
 OF0719
 OF0719'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7453 ***********************************************************************
 AE7453  DESIGNATION -  C 186 RESET
 AE7453  PID         -  AE7453
 AE7453  STATE/COUNTY-  NY/CAYUGA
 AE7453  USGS QUAD   -  MONTEZUMA (1978)
 AE7453
 AE7453                         *CURRENT SURVEY CONTROL
 AE7453  ___________________________________________________________________
 AE7453* NAD 83(1986)-  43 01 10.     (N)    076 40 06.     (W)     SCALED    
 AE7453* NAVD 88     -       133.97   (+/-2cm)     439.5    (feet)  VERTCON   
 AE7453  ___________________________________________________________________
 AE7453  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AE7453
 AE7453  VERT ORDER  -  THIRD (See Below)
 AE7453
 AE7453.The horizontal coordinates were scaled from a topographic map and have
 AE7453.an estimated accuracy of +/- 6 seconds.
 AE7453
 AE7453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7453.The vertical order pertains to the NGVD 29 superseded value.
 AE7453
 AE7453.The geoid height was determined by GEOID03.
 AE7453
 AE7453;                    North         East    Units  Estimated Accuracy
 AE7453;SPC NY C     -   335,330.      243,070.      MT  (+/- 180 meters Scaled)
 AE7453
 AE7453                          SUPERSEDED SURVEY CONTROL
 AE7453
 AE7453  NGVD 29 (09/01/04)  134.15   (m)          440.1    (f) RESET       3  
 AE7453
 AE7453.Superseded values are not recommended for survey control.
 AE7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7453.See file dsdata.txt to determine how the superseded data were derived.
 AE7453
 AE7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN640643(NAD 83)
 AE7453_MARKER: DV = VERTICAL CONTROL DISK
 AE7453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE7453_SP_SET: HEADWALL
 AE7453_STAMPING: C 186 RESET 1996
 AE7453_MARK LOGO: NGS   
 AE7453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7453+STABILITY: SURFACE MOTION
 AE7453
 AE7453  HISTORY     - Date     Condition        Report By
 AE7453  HISTORY     - 1996     MONUMENTED       NYDT
 AE7453
 AE7453                          STATION DESCRIPTION
 AE7453
 AE7453'DESCRIBED BY NY DEPT OF TRANSP 1996 (CAR)
 AE7453'2.5 MILES (4.0 KM) SOUTHWEST ALONG STATE HIGHWAY 31 FROM THE HIGH
 AE7453'SCHOOL AT PORT BYRON, IN TOP OF A HEADWALL, 12 M (39.4 FT) NORTH OF
 AE7453'CENTERLINE OF NEW YORK ROUTE 31 AND 45 M (147.6 FT) EAST OF CENTERLINE
 AE7453'OF A PRIVATE ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0561 ***********************************************************************
 OF0561  DESIGNATION -  C 187
 OF0561  PID         -  OF0561
 OF0561  STATE/COUNTY-  NY/WAYNE
 OF0561  USGS QUAD   -  VICTORY (1978)
 OF0561
 OF0561                         *CURRENT SURVEY CONTROL
 OF0561  ___________________________________________________________________
 OF0561* NAD 83(1986)-  43 14 21.     (N)    076 43 04.     (W)     SCALED    
 OF0561* NAVD 88     -       110.998  (meters)     364.17   (feet)  ADJUSTED  
 OF0561  ___________________________________________________________________
 OF0561  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OF0561  DYNAMIC HT  -         110.973 (meters)     364.08  (feet)  COMP
 OF0561  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 OF0561
 OF0561  VERT ORDER  -  SECOND    CLASS 0
 OF0561
 OF0561.The horizontal coordinates were scaled from a topographic map and have
 OF0561.an estimated accuracy of +/- 6 seconds.
 OF0561
 OF0561.The orthometric height was determined by differential leveling
 OF0561.and adjusted by the National Geodetic Survey in June 1991..
 OF0561
 OF0561.The geoid height was determined by GEOID03.
 OF0561
 OF0561.The dynamic height is computed by dividing the NAVD 88
 OF0561.geopotential number by the normal gravity value computed on the
 OF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0561.degrees latitude (g = 980.6199 gals.).
 OF0561
 OF0561.The modeled gravity was interpolated from observed gravity values.
 OF0561
 OF0561;                    North         East    Units  Estimated Accuracy
 OF0561;SPC NY C     -   359,750.      239,080.      MT  (+/- 180 meters Scaled)
 OF0561
 OF0561                          SUPERSEDED SURVEY CONTROL
 OF0561
 OF0561  NGVD 29 (??/??/92)  111.202  (m)          364.84   (f) ADJ UNCH    2 0
 OF0561
 OF0561.Superseded values are not recommended for survey control.
 OF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0561.See file dsdata.txt to determine how the superseded data were derived.
 OF0561
 OF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN605888(NAD 83)
 OF0561_MARKER: DB = BENCH MARK DISK
 OF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0561_STAMPING: C 187 1942
 OF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0561+STABILITY: SURFACE MOTION
 OF0561
 OF0561  HISTORY     - Date     Condition        Report By
 OF0561  HISTORY     - 1942     MONUMENTED       CGS
 OF0561  HISTORY     - 1957     MARK NOT FOUND   NGS
 OF0561  HISTORY     - 19980406 MARK NOT FOUND   USPSQD
 OF0561
 OF0561                          STATION DESCRIPTION
 OF0561
 OF0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0561'0.6 MI S FROM RED CREEK.
 OF0561'TO REACH FROM RED CREEK POST OFFICE. GO ABOUT 0.1 MILES SOUTH
 OF0561'EASTERLY TO INTERSECTION OF SOUTH STREET AND BRIDGE. THENCE GO
 OF0561'ABOUT 0.4 MILES SOUTHERLY ALONG SOUTH STREET TO, TWO CEMETERIES.
 OF0561'THENCE GO ABOUT 0.1 MILES EASTERLY TO AIR PORT AND SITE OF
 OF0561'BENCH MARK.
 OF0561'BENCH MARK IS AT THE RED CREEK AIR PORT. ABOUT 28.0 FEET SOUTH
 OF0561'OF AND LEVEL WITH CENTER LINE OF MAIN DRIVE TO BUILDING. ABOUT 21.0
 OF0561'FEET EAST OF GAS TANK. ABOUT 14.0 FEET SOUTH OF NORTH WEST
 OF0561'CORNER OF BUILDING. ABOUT 5.0 FEET WEST OF WEST SIDE OF BUILDING.
 OF0561'ABOUT 3.0 FEET EAST OF 4X4 WOODEN MARKER POST. MONUMENT PROJECTS 0.5
 OF0561
 OF0561                          STATION RECOVERY (1957)
 OF0561
 OF0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OF0561'MARK NOT FOUND.
 OF0561
 OF0561                          STATION RECOVERY (1998)
 OF0561
 OF0561'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0562 ***********************************************************************
 OF0562  DESIGNATION -  C 187 RESET
 OF0562  PID         -  OF0562
 OF0562  STATE/COUNTY-  NY/WAYNE
 OF0562  USGS QUAD   -  VICTORY (1978)
 OF0562
 OF0562                         *CURRENT SURVEY CONTROL
 OF0562  ___________________________________________________________________
 OF0562* NAD 83(1986)-  43 14 21.     (N)    076 43 04.     (W)     SCALED    
 OF0562* NAVD 88     -       110.55   (+/-2cm)     362.7    (feet)  VERTCON   
 OF0562  ___________________________________________________________________
 OF0562  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OF0562
 OF0562  VERT ORDER  -  THIRD (See Below)
 OF0562
 OF0562.The horizontal coordinates were scaled from a topographic map and have
 OF0562.an estimated accuracy of +/- 6 seconds.
 OF0562
 OF0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0562.The vertical order pertains to the NGVD 29 superseded value.
 OF0562
 OF0562.The geoid height was determined by GEOID03.
 OF0562
 OF0562;                    North         East    Units  Estimated Accuracy
 OF0562;SPC NY C     -   359,750.      239,080.      MT  (+/- 180 meters Scaled)
 OF0562
 OF0562                          SUPERSEDED SURVEY CONTROL
 OF0562
 OF0562  NGVD 29 (09/01/04)  110.75   (m)          363.4    (f) RESET       3  
 OF0562
 OF0562.Superseded values are not recommended for survey control.
 OF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0562.See file dsdata.txt to determine how the superseded data were derived.
 OF0562
 OF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN605888(NAD 83)
 OF0562_MARKER: DB = BENCH MARK DISK
 OF0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0562_SP_SET: BUILDING
 OF0562_STAMPING: C 187 RESET 1972
 OF0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0562
 OF0562  HISTORY     - Date     Condition        Report By
 OF0562  HISTORY     - 1972     MONUMENTED       CGS
 OF0562
 OF0562                          STATION DESCRIPTION
 OF0562
 OF0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1972
 OF0562'0.6 MI SE FROM RED CREEK.
 OF0562'0.6 MILE SOUTHEAST OF THE POST OFFICE AT RED CREEK, AT THE RED
 OF0562'CREEK JUNIOR-SENIOR HIGHWAY SCHOOL, SET IN THE TOP OF CENRETE AT THE
 OF0562'SOUTHEAST CORNER OF THE BOILER ROOM, AT THE SOUTH WALL OF THE
 OF0562'KITCHEN, WEST OF THE MAIN ENTRANCE. THIS AREAWAY IS COVERED BY
 OF0562'A STEEL GRATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0531 ***********************************************************************
 OF0531  DESIGNATION -  C 188
 OF0531  PID         -  OF0531
 OF0531  STATE/COUNTY-  NY/WAYNE
 OF0531  USGS QUAD   -  ROSE (1978)
 OF0531
 OF0531                         *CURRENT SURVEY CONTROL
 OF0531  ___________________________________________________________________
 OF0531* NAD 83(1986)-  43 11 07.     (N)    076 56 24.     (W)     SCALED    
 OF0531* NAVD 88     -       118.041  (meters)     387.27   (feet)  ADJUSTED  
 OF0531  ___________________________________________________________________
 OF0531  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OF0531  DYNAMIC HT  -         118.013 (meters)     387.18  (feet)  COMP
 OF0531  MODELED GRAV-     980,389.1   (mgal)                       NAVD 88
 OF0531
 OF0531  VERT ORDER  -  SECOND    CLASS 0
 OF0531
 OF0531.The horizontal coordinates were scaled from a topographic map and have
 OF0531.an estimated accuracy of +/- 6 seconds.
 OF0531
 OF0531.The orthometric height was determined by differential leveling
 OF0531.and adjusted by the National Geodetic Survey in June 1991..
 OF0531
 OF0531.The geoid height was determined by GEOID03.
 OF0531
 OF0531.The dynamic height is computed by dividing the NAVD 88
 OF0531.geopotential number by the normal gravity value computed on the
 OF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0531.degrees latitude (g = 980.6199 gals.).
 OF0531
 OF0531.The modeled gravity was interpolated from observed gravity values.
 OF0531
 OF0531;                    North         East    Units  Estimated Accuracy
 OF0531;SPC NY C     -   353,810.      221,010.      MT  (+/- 180 meters Scaled)
 OF0531
 OF0531                          SUPERSEDED SURVEY CONTROL
 OF0531
 OF0531  NGVD 29 (??/??/92)  118.249  (m)          387.96   (f) ADJ UNCH    2 0
 OF0531
 OF0531.Superseded values are not recommended for survey control.
 OF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0531.See file dsdata.txt to determine how the superseded data were derived.
 OF0531
 OF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN423832(NAD 83)
 OF0531_MARKER: DB = BENCH MARK DISK
 OF0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0531_SP_SET: CULVERT
 OF0531_STAMPING: C 188 1942
 OF0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0531
 OF0531  HISTORY     - Date     Condition        Report By
 OF0531  HISTORY     - 1942     MONUMENTED       CGS
 OF0531  HISTORY     - 1984     GOOD             USPSQD
 OF0531  HISTORY     - 20060429 GOOD             USPSQD
 OF0531
 OF0531                          STATION DESCRIPTION
 OF0531
 OF0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0531'2.5 MI W FROM NORTH ROSE.
 OF0531'C 188 -- 2.5 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD
 OF0531'FROM THE STATION AT NORTH ROSE, WAYNE COUNTY, 0.2 MILE EAST OF
 OF0531'MILEPOST 58, 330 FEET EAST OF A ROAD CROSSING, AT AN IRON-PIPE
 OF0531'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL,
 OF0531'21 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET
 OF0531'LOWER THAN THE TRACK. A STANDARD DISK. STAMPED C 188 1942.
 OF0531
 OF0531                          STATION RECOVERY (1984)
 OF0531
 OF0531'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0531'RECOVERED IN GOOD CONDITION.
 OF0531
 OF0531                          STATION RECOVERY (2006)
 OF0531
 OF0531'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0494 ***********************************************************************
 OF0494  DESIGNATION -  C 189
 OF0494  PID         -  OF0494
 OF0494  STATE/COUNTY-  NY/OSWEGO
 OF0494  USGS QUAD   -  MALLORY (1978)
 OF0494
 OF0494                         *CURRENT SURVEY CONTROL
 OF0494  ___________________________________________________________________
 OF0494* NAD 83(1986)-  43 21 29.     (N)    076 01 26.     (W)     SCALED    
 OF0494* NAVD 88     -       189.202  (meters)     620.74   (feet)  ADJUSTED  
 OF0494  ___________________________________________________________________
 OF0494  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 OF0494  DYNAMIC HT  -         189.160 (meters)     620.60  (feet)  COMP
 OF0494  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 OF0494
 OF0494  VERT ORDER  -  SECOND    CLASS 0
 OF0494
 OF0494.The horizontal coordinates were scaled from a topographic map and have
 OF0494.an estimated accuracy of +/- 6 seconds.
 OF0494
 OF0494.The orthometric height was determined by differential leveling
 OF0494.and adjusted by the National Geodetic Survey in June 1991..
 OF0494
 OF0494.The geoid height was determined by GEOID03.
 OF0494
 OF0494.The dynamic height is computed by dividing the NAVD 88
 OF0494.geopotential number by the normal gravity value computed on the
 OF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0494.degrees latitude (g = 980.6199 gals.).
 OF0494
 OF0494.The modeled gravity was interpolated from observed gravity values.
 OF0494
 OF0494;                    North         East    Units  Estimated Accuracy
 OF0494;SPC NY C     -   373,100.      295,350.      MT  (+/- 180 meters Scaled)
 OF0494
 OF0494                          SUPERSEDED SURVEY CONTROL
 OF0494
 OF0494  NGVD 29 (??/??/92)  189.371  (m)          621.29   (f) ADJ UNCH    2 0
 OF0494
 OF0494.Superseded values are not recommended for survey control.
 OF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0494.See file dsdata.txt to determine how the superseded data were derived.
 OF0494
 OF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP170010(NAD 83)
 OF0494_MARKER: DB = BENCH MARK DISK
 OF0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0494_STAMPING: 189 1942
 OF0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0494+STABILITY: SURFACE MOTION
 OF0494
 OF0494  HISTORY     - Date     Condition        Report By
 OF0494  HISTORY     - 1942     MONUMENTED       CGS
 OF0494  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0494
 OF0494                          STATION DESCRIPTION
 OF0494
 OF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0494'2.9 MI SW FROM WEST AMBOY.
 OF0494'TO REACH FROM THE WEST AMBOY CEMETERY, PROCEED SOUTHWESTERLY ON ROAD
 OF0494'TO POTTERS CORNERS AND GO 2.9 MILES TO A SHARP CURVE AND SITE OF
 OF0494'BENCH MARK.
 OF0494'BENCH MARK IS ON THE OUTSIDE AND ABOUT THE CENTER OF THE CURVE, 36
 OF0494'FEET SOUTH OF AND ABOUT ONE FOOT ABOVE THE CENTER LINE OF THE ROAD,
 OF0494'12 FEET WEST OF A LARGE MAPLE TREE, 3.0 FEET EAST OF A 4 BY 4 INCH
 OF0494'WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FEET.
 OF0494
 OF0494                          STATION RECOVERY (1982)
 OF0494
 OF0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1041 ***********************************************************************
 MZ1041  DESIGNATION -  C 19
 MZ1041  PID         -  MZ1041
 MZ1041  STATE/COUNTY-  NY/ALBANY
 MZ1041  USGS QUAD   -  CLARKSVILLE (1980)
 MZ1041
 MZ1041                         *CURRENT SURVEY CONTROL
 MZ1041  ___________________________________________________________________
 MZ1041* NAD 83(1986)-  42 35 35.     (N)    073 59 09.     (W)     SCALED    
 MZ1041* NAVD 88     -       282.542  (meters)     926.97   (feet)  ADJUSTED  
 MZ1041  ___________________________________________________________________
 MZ1041  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 MZ1041  DYNAMIC HT  -         282.452 (meters)     926.68  (feet)  COMP
 MZ1041  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 MZ1041
 MZ1041  VERT ORDER  -  SECOND    CLASS 0
 MZ1041
 MZ1041.The horizontal coordinates were scaled from a topographic map and have
 MZ1041.an estimated accuracy of +/- 6 seconds.
 MZ1041
 MZ1041.The orthometric height was determined by differential leveling
 MZ1041.and adjusted by the National Geodetic Survey in June 1991..
 MZ1041
 MZ1041.The geoid height was determined by GEOID03.
 MZ1041
 MZ1041.The dynamic height is computed by dividing the NAVD 88
 MZ1041.geopotential number by the normal gravity value computed on the
 MZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1041.degrees latitude (g = 980.6199 gals.).
 MZ1041
 MZ1041.The modeled gravity was interpolated from observed gravity values.
 MZ1041
 MZ1041;                    North         East    Units  Estimated Accuracy
 MZ1041;SPC NY E     -   417,600.      192,200.      MT  (+/- 180 meters Scaled)
 MZ1041
 MZ1041                          SUPERSEDED SURVEY CONTROL
 MZ1041
 MZ1041  NGVD 29 (??/??/92)  282.713  (m)          927.53   (f) ADJ UNCH    2 0
 MZ1041
 MZ1041.Superseded values are not recommended for survey control.
 MZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1041.See file dsdata.txt to determine how the superseded data were derived.
 MZ1041
 MZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN832161(NAD 83)
 MZ1041_MARKER: DD = SURVEY DISK
 MZ1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1041_SP_SET: BRIDGE
 MZ1041_STAMPING: C 19 1925
 MZ1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1041
 MZ1041  HISTORY     - Date     Condition        Report By
 MZ1041  HISTORY     - 1925     MONUMENTED       USGS
 MZ1041  HISTORY     - 1942     GOOD             NGS
 MZ1041  HISTORY     - 19950906 GOOD             USPSQD
 MZ1041  HISTORY     - 19981008 MARK NOT FOUND   USPSQD
 MZ1041
 MZ1041                          STATION DESCRIPTION
 MZ1041
 MZ1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ1041'3.0 MI SW FROM NEW SALEM.
 MZ1041'ABOUT 3.0 MILES SOUTHWEST ALONG HIGHWAY NO. 85 FROM THE HIGHWAY
 MZ1041'JUNCTION IN NEW SALEM, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 MZ1041'THE NORTHEAST WING WALL OF CONCRETE HIGHWAY BRIDGE NO. 366 B 4.
 MZ1041
 MZ1041                          STATION RECOVERY (1995)
 MZ1041
 MZ1041'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ1041'RECOVERED IN GOOD CONDITION.
 MZ1041
 MZ1041                          STATION RECOVERY (1998)
 MZ1041
 MZ1041'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1134 ***********************************************************************
 OE1134  DESIGNATION -  C 190
 OE1134  PID         -  OE1134
 OE1134  STATE/COUNTY-  NY/OSWEGO
 OE1134  USGS QUAD   -  PANTHER LAKE (1959)
 OE1134
 OE1134                         *CURRENT SURVEY CONTROL
 OE1134  ___________________________________________________________________
 OE1134* NAD 83(1986)-  43 22 03.     (N)    075 53 40.     (W)     SCALED    
 OE1134* NAVD 88     -       223.141  (meters)     732.09   (feet)  ADJUSTED  
 OE1134  ___________________________________________________________________
 OE1134  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1134  DYNAMIC HT  -         223.090 (meters)     731.92  (feet)  COMP
 OE1134  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 OE1134
 OE1134  VERT ORDER  -  SECOND    CLASS 0
 OE1134
 OE1134.The horizontal coordinates were scaled from a topographic map and have
 OE1134.an estimated accuracy of +/- 6 seconds.
 OE1134
 OE1134.The orthometric height was determined by differential leveling
 OE1134.and adjusted by the National Geodetic Survey in June 1991..
 OE1134
 OE1134.The geoid height was determined by GEOID03.
 OE1134
 OE1134.The dynamic height is computed by dividing the NAVD 88
 OE1134.geopotential number by the normal gravity value computed on the
 OE1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1134.degrees latitude (g = 980.6199 gals.).
 OE1134
 OE1134.The modeled gravity was interpolated from observed gravity values.
 OE1134
 OE1134;                    North         East    Units  Estimated Accuracy
 OE1134;SPC NY C     -   374,230.      305,830.      MT  (+/- 180 meters Scaled)
 OE1134
 OE1134                          SUPERSEDED SURVEY CONTROL
 OE1134
 OE1134  NGVD 29 (??/??/92)  223.300  (m)          732.61   (f) ADJ UNCH    2 0
 OE1134
 OE1134.Superseded values are not recommended for survey control.
 OE1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1134.See file dsdata.txt to determine how the superseded data were derived.
 OE1134
 OE1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP275020(NAD 83)
 OE1134_MARKER: DB = BENCH MARK DISK
 OE1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1134_SP_SET: CULVERT
 OE1134_STAMPING: C 190 1942
 OE1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1134
 OE1134  HISTORY     - Date     Condition        Report By
 OE1134  HISTORY     - 1942     MONUMENTED       CGS
 OE1134  HISTORY     - 1970     GOOD             NGS
 OE1134  HISTORY     - 19980812 MARK NOT FOUND   USPSQD
 OE1134
 OE1134                          STATION DESCRIPTION
 OE1134
 OE1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1134'2.4 MI E FROM AMBOY CENTER.
 OE1134'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 183 AND NO. 69 AT
 OE1134'AMBOY CENTER, PROCEED EASTERLY ON STATE HIGHWAY NO. 69 AND GO 2.4
 OE1134'MILES TO A CONCRETE CULVERT NEAR A DIVISION FENCE CORNER AND SITE OF
 OE1134'BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF
 OE1134'THE SOUTH HEADWALL OF THE CONCRETE CULVERT, IT IS ABOUT 90 FEET
 OE1134'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A STONE FENCE CORNER, 16 FEET
 OE1134'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 OE1134'HIGHWAY.
 OE1134
 OE1134                          STATION RECOVERY (1970)
 OE1134
 OE1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OE1134'RECOVERED IN GOOD CONDITION.
 OE1134
 OE1134                          STATION RECOVERY (1998)
 OE1134
 OE1134'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1135 ***********************************************************************
 OE1135  DESIGNATION -  C 190 RESET 1970
 OE1135  PID         -  OE1135
 OE1135  STATE/COUNTY-  NY/OSWEGO
 OE1135  USGS QUAD   -  PANTHER LAKE (1959)
 OE1135
 OE1135                         *CURRENT SURVEY CONTROL
 OE1135  ___________________________________________________________________
 OE1135* NAD 83(1986)-  43 22 03.     (N)    075 53 40.     (W)     SCALED    
 OE1135* NAVD 88     -       222.82   (+/-2cm)     731.0    (feet)  VERTCON   
 OE1135  ___________________________________________________________________
 OE1135  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1135
 OE1135  VERT ORDER  -  THIRD (See Below)
 OE1135
 OE1135.The horizontal coordinates were scaled from a topographic map and have
 OE1135.an estimated accuracy of +/- 6 seconds.
 OE1135
 OE1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1135.The vertical order pertains to the NGVD 29 superseded value.
 OE1135
 OE1135.The geoid height was determined by GEOID03.
 OE1135
 OE1135;                    North         East    Units  Estimated Accuracy
 OE1135;SPC NY C     -   374,230.      305,830.      MT  (+/- 180 meters Scaled)
 OE1135
 OE1135                          SUPERSEDED SURVEY CONTROL
 OE1135
 OE1135  NGVD 29 (09/01/04)  222.99   (m)          731.6    (f) RESET       3  
 OE1135
 OE1135.Superseded values are not recommended for survey control.
 OE1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1135.See file dsdata.txt to determine how the superseded data were derived.
 OE1135
 OE1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP275020(NAD 83)
 OE1135_MARKER: DB = BENCH MARK DISK
 OE1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1135_STAMPING: C 190 RESET 1970
 OE1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1135+STABILITY: SURFACE MOTION
 OE1135
 OE1135  HISTORY     - Date     Condition        Report By
 OE1135  HISTORY     - 1970     MONUMENTED       NGS
 OE1135
 OE1135                          STATION DESCRIPTION
 OE1135
 OE1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OE1135'2.4 MI E FROM AMBOY CENTER.
 OE1135'2.4 MILES EAST ON STATE HIGHWAY 69 FROM THE FIREHOUSE IN AMBOY CENTER.
 OE1135'ON THE SOUTH RIGHT-OF-WAY LINE OF NEW STATE HIGHWAY 69, 1 FOOT NORTH
 OE1135'OF FENCE LINE, 1 FOOT EAST OF A METAL WITNESS POST, 70 FEET SOUTH OF
 OE1135'CENTER LINE OF NEW STATE HIGHWAY 69, 0.15 MILE WEST OF A DRIVEWAY TO A
 OE1135'MICRO-WAVE STATION, ABOUT 150 YARDS DUE NORTH OF A LARGE, LONE MAPLE
 OE1135'TREE SETTING IN A VERY LARGE STONE PILE IN PASTURE, AND SET IN THE TOP
 OE1135'OF A 10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 OE1135'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0037 ***********************************************************************
 OF0037  DESIGNATION -  C 191
 OF0037  PID         -  OF0037
 OF0037  STATE/COUNTY-  NY/JEFFERSON
 OF0037  USGS QUAD   -  HENDERSON (1980)
 OF0037
 OF0037                         *CURRENT SURVEY CONTROL
 OF0037  ___________________________________________________________________
 OF0037* NAD 83(1986)-  43 47 34.     (N)    076 12 00.     (W)     SCALED    
 OF0037* NAVD 88     -        88.666  (meters)     290.90   (feet)  ADJUSTED  
 OF0037  ___________________________________________________________________
 OF0037  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OF0037  DYNAMIC HT  -          88.651 (meters)     290.85  (feet)  COMP
 OF0037  MODELED GRAV-     980,454.5   (mgal)                       NAVD 88
 OF0037
 OF0037  VERT ORDER  -  FIRST     CLASS II
 OF0037
 OF0037.The horizontal coordinates were scaled from a topographic map and have
 OF0037.an estimated accuracy of +/- 6 seconds.
 OF0037
 OF0037.The orthometric height was determined by differential leveling
 OF0037.and adjusted by the National Geodetic Survey in June 1991..
 OF0037
 OF0037.The geoid height was determined by GEOID03.
 OF0037
 OF0037.The dynamic height is computed by dividing the NAVD 88
 OF0037.geopotential number by the normal gravity value computed on the
 OF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0037.degrees latitude (g = 980.6199 gals.).
 OF0037
 OF0037.The modeled gravity was interpolated from observed gravity values.
 OF0037
 OF0037;                    North         East    Units  Estimated Accuracy
 OF0037;SPC NY C     -   421,310.      280,850.      MT  (+/- 180 meters Scaled)
 OF0037
 OF0037                          SUPERSEDED SURVEY CONTROL
 OF0037
 OF0037  NGVD 29 (??/??/92)   88.828  (m)          291.43   (f) ADJ UNCH    1 2
 OF0037
 OF0037.Superseded values are not recommended for survey control.
 OF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0037.See file dsdata.txt to determine how the superseded data were derived.
 OF0037
 OF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP034495(NAD 83)
 OF0037_MARKER: DB = BENCH MARK DISK
 OF0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0037_SP_SET: CULVERT
 OF0037_STAMPING: C 191 1942
 OF0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0037
 OF0037  HISTORY     - Date     Condition        Report By
 OF0037  HISTORY     - 1942     MONUMENTED       CGS
 OF0037  HISTORY     - 1968     GOOD             USLS
 OF0037  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0037
 OF0037                          STATION DESCRIPTION
 OF0037
 OF0037'DESCRIBED BY US LAKE SURVEY 1968
 OF0037'4.9 MI NW FROM WOODVILLE.
 OF0037'C 191 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 OF0037'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 2.2 MILES NORTH OF
 OF0037'INTERSECTION OF HIGHWAYS NO. 3 AND 193, AT NORTHEAST CORNER OF
 OF0037'INTERSECTION OF HIGHWAY 3 AND COUNTY ROAD 79, 34 FEET NORTH OF
 OF0037'CENTERLINE OF COUNTY ROAD 79, 19 FEET NORTH OF CENTERLINE OF
 OF0037'HIGHWAY NO. 3, 17.2 FEET NORTHWEST OF UTILITY POLE NO. 112, AT
 OF0037'NORTHEAST END OF HEAD WALL OF CONCRETE CULVERT, 1-FOOT BELOW THE
 OF0037'ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OF0037'DISC SET INTO THE CONCRETE. STAMPED C 191 1942.
 OF0037
 OF0037                          STATION RECOVERY (2001)
 OF0037
 OF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1138 ***********************************************************************
 OE1138  DESIGNATION -  C 192
 OE1138  PID         -  OE1138
 OE1138  STATE/COUNTY-  NY/OSWEGO
 OE1138  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1138
 OE1138                         *CURRENT SURVEY CONTROL
 OE1138  ___________________________________________________________________
 OE1138* NAD 83(1986)-  43 23 51.     (N)    075 53 14.     (W)     SCALED    
 OE1138* NAVD 88     -       199.486  (meters)     654.48   (feet)  ADJUSTED  
 OE1138  ___________________________________________________________________
 OE1138  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 OE1138  DYNAMIC HT  -         199.440 (meters)     654.33  (feet)  COMP
 OE1138  MODELED GRAV-     980,383.9   (mgal)                       NAVD 88
 OE1138
 OE1138  VERT ORDER  -  SECOND    CLASS 0
 OE1138
 OE1138.The horizontal coordinates were scaled from a topographic map and have
 OE1138.an estimated accuracy of +/- 6 seconds.
 OE1138
 OE1138.The orthometric height was determined by differential leveling
 OE1138.and adjusted by the National Geodetic Survey in June 1991..
 OE1138
 OE1138.The geoid height was determined by GEOID03.
 OE1138
 OE1138.The dynamic height is computed by dividing the NAVD 88
 OE1138.geopotential number by the normal gravity value computed on the
 OE1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1138.degrees latitude (g = 980.6199 gals.).
 OE1138
 OE1138.The modeled gravity was interpolated from observed gravity values.
 OE1138
 OE1138;                    North         East    Units  Estimated Accuracy
 OE1138;SPC NY C     -   377,560.      306,390.      MT  (+/- 180 meters Scaled)
 OE1138
 OE1138                          SUPERSEDED SURVEY CONTROL
 OE1138
 OE1138  NGVD 29 (??/??/92)  199.644  (m)          655.00   (f) ADJ UNCH    2 0
 OE1138
 OE1138.Superseded values are not recommended for survey control.
 OE1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1138.See file dsdata.txt to determine how the superseded data were derived.
 OE1138
 OE1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP281053(NAD 83)
 OE1138_MARKER: DB = BENCH MARK DISK
 OE1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1138_SP_SET: CULVERT
 OE1138_STAMPING: C 192 1942
 OE1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1138
 OE1138  HISTORY     - Date     Condition        Report By
 OE1138  HISTORY     - 1942     MONUMENTED       CGS
 OE1138
 OE1138                          STATION DESCRIPTION
 OE1138
 OE1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1138'1.9 MI S FROM WILLIAMSTOWN.
 OE1138'TO REACH FROM THE POST OFFICE AT WILLIAMSTOWN, PROCEED EASTERLY ON
 OE1138'STATE HIGHWAY NO. 13, GO 0.2 MILE TO THE INTERSECTION OF THE ROAD TO
 OE1138'PANTHER LAKE, TURN RIGHT (SOUTHERLY) AND GO 1.7 MILES TO A CONCRETE
 OE1138'CULVERT ABOUT THE CENTER OF A CURVE AND SITE OF BENCH MARK. BENCH MARK
 OE1138'IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 OE1138'OF THE CONCRETE CULVERT, IT IS ABOUT 0.1 MILE NORTH OF A LARGE HOUSE
 OE1138'ON THE EAST SIDE OF THE ROAD, 21 FEET EAST OF AND ABOUT 2.0 FEET BELOW
 OE1138'THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0151 ***********************************************************************
 OF0151  DESIGNATION -  C 193
 OF0151  PID         -  OF0151
 OF0151  STATE/COUNTY-  NY/JEFFERSON
 OF0151  USGS QUAD   -  ADAMS (1982)
 OF0151
 OF0151                         *CURRENT SURVEY CONTROL
 OF0151  ___________________________________________________________________
 OF0151* NAD 83(1986)-  43 52 24.     (N)    076 02 25.     (W)     SCALED    
 OF0151* NAVD 88     -       158.082  (meters)     518.64   (feet)  ADJUSTED  
 OF0151  ___________________________________________________________________
 OF0151  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 OF0151  DYNAMIC HT  -         158.054 (meters)     518.55  (feet)  COMP
 OF0151  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 OF0151
 OF0151  VERT ORDER  -  SECOND    CLASS 0
 OF0151
 OF0151.The horizontal coordinates were scaled from a topographic map and have
 OF0151.an estimated accuracy of +/- 6 seconds.
 OF0151
 OF0151.The orthometric height was determined by differential leveling
 OF0151.and adjusted by the National Geodetic Survey in June 1991..
 OF0151
 OF0151.The geoid height was determined by GEOID03.
 OF0151
 OF0151.The dynamic height is computed by dividing the NAVD 88
 OF0151.geopotential number by the normal gravity value computed on the
 OF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0151.degrees latitude (g = 980.6199 gals.).
 OF0151
 OF0151.The modeled gravity was interpolated from observed gravity values.
 OF0151
 OF0151;                    North         East    Units  Estimated Accuracy
 OF0151;SPC NY C     -   430,340.      293,650.      MT  (+/- 180 meters Scaled)
 OF0151
 OF0151                          SUPERSEDED SURVEY CONTROL
 OF0151
 OF0151  NGVD 29 (??/??/92)  158.217  (m)          519.08   (f) ADJ UNCH    2 0
 OF0151
 OF0151.Superseded values are not recommended for survey control.
 OF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0151.See file dsdata.txt to determine how the superseded data were derived.
 OF0151
 OF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP164583(NAD 83)
 OF0151_MARKER: DB = BENCH MARK DISK
 OF0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0151_SP_SET: CULVERT
 OF0151_STAMPING: C 193 1942
 OF0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0151
 OF0151  HISTORY     - Date     Condition        Report By
 OF0151  HISTORY     - 1942     MONUMENTED       CGS
 OF0151  HISTORY     - 19950507 MARK NOT FOUND   USPSQD
 OF0151
 OF0151                          STATION DESCRIPTION
 OF0151
 OF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0151'1.9 MI W FROM ADAMS CENTER.
 OF0151'TO REACH FROM THE NEW YORK CENTRAL R.R. STATION AT ADAMS CENTER,
 OF0151'PROCEED WESTERLY ON PAVED ROAD AND GO 1.9 MILES TO A LARGE CONCRETE
 OF0151'CULVERT AT A T ROAD INTERSECTION AND SITE OF BENCH MARK.
 OF0151'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 OF0151'HEADWALL OF A CONCRETE CULVERT, IT IS 30 FEET EAST OF THE CENTER
 OF0151'OF THE INTERSECTION, 16 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 OF0151'THE CENTER LINE OF THE EAST-WEST ROAD.
 OF0151
 OF0151                          STATION RECOVERY (1995)
 OF0151
 OF0151'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0126 ***********************************************************************
 OF0126  DESIGNATION -  C 194
 OF0126  PID         -  OF0126
 OF0126  STATE/COUNTY-  NY/JEFFERSON
 OF0126  USGS QUAD   -  ADAMS (1982)
 OF0126
 OF0126                         *CURRENT SURVEY CONTROL
 OF0126  ___________________________________________________________________
 OF0126* NAD 83(1986)-  43 46 29.     (N)    076 02 32.     (W)     SCALED    
 OF0126* NAVD 88     -       168.445  (meters)     552.64   (feet)  ADJUSTED  
 OF0126  ___________________________________________________________________
 OF0126  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 OF0126  DYNAMIC HT  -         168.411 (meters)     552.53  (feet)  COMP
 OF0126  MODELED GRAV-     980,416.8   (mgal)                       NAVD 88
 OF0126
 OF0126  VERT ORDER  -  SECOND    CLASS 0
 OF0126
 OF0126.The horizontal coordinates were scaled from a topographic map and have
 OF0126.an estimated accuracy of +/- 6 seconds.
 OF0126
 OF0126.The orthometric height was determined by differential leveling
 OF0126.and adjusted by the National Geodetic Survey in June 1991..
 OF0126
 OF0126.The geoid height was determined by GEOID03.
 OF0126
 OF0126.The dynamic height is computed by dividing the NAVD 88
 OF0126.geopotential number by the normal gravity value computed on the
 OF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0126.degrees latitude (g = 980.6199 gals.).
 OF0126
 OF0126.The modeled gravity was interpolated from observed gravity values.
 OF0126
 OF0126;                    North         East    Units  Estimated Accuracy
 OF0126;SPC NY C     -   419,380.      293,560.      MT  (+/- 180 meters Scaled)
 OF0126
 OF0126                          SUPERSEDED SURVEY CONTROL
 OF0126
 OF0126  NGVD 29 (??/??/92)  168.584  (m)          553.10   (f) ADJ UNCH    2 0
 OF0126
 OF0126.Superseded values are not recommended for survey control.
 OF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0126.See file dsdata.txt to determine how the superseded data were derived.
 OF0126
 OF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP161473(NAD 83)
 OF0126_MARKER: DB = BENCH MARK DISK
 OF0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0126_SP_SET: BRIDGE
 OF0126_STAMPING: C 194 1942
 OF0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0126
 OF0126  HISTORY     - Date     Condition        Report By
 OF0126  HISTORY     - 1942     MONUMENTED       CGS
 OF0126
 OF0126                          STATION DESCRIPTION
 OF0126
 OF0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0126'2.7 MI S FROM ADAMS.
 OF0126'C 194 -- 2.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 OF0126'FROM THE STATION AT ADAMS, JEFFERSON COUNTY, AT THE BRIDGE OVER
 OF0126'SOUTH SANDY CREEK, IN THE TOP OF THE NORTH CONCRETE ABUTMENT,
 OF0126'1 FOOT EAST OF THE WEST END, 23 FEET WEST OF THE CENTERLINE
 OF0126'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A STANDARD DISK,
 OF0126'STAMPED C 194 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0850 ***********************************************************************
 OE0850  DESIGNATION -  C 196
 OE0850  PID         -  OE0850
 OE0850  STATE/COUNTY-  NY/ONEIDA
 OE0850  USGS QUAD   -  ROME (1955)
 OE0850
 OE0850                         *CURRENT SURVEY CONTROL
 OE0850  ___________________________________________________________________
 OE0850* NAD 83(1986)-  43 13 42.     (N)    075 23 48.     (W)     SCALED    
 OE0850* NAVD 88     -       159.844  (meters)     524.42   (feet)  ADJUSTED  
 OE0850  ___________________________________________________________________
 OE0850  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 OE0850  DYNAMIC HT  -         159.804 (meters)     524.29  (feet)  COMP
 OE0850  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 OE0850
 OE0850  VERT ORDER  -  SECOND    CLASS 0
 OE0850
 OE0850.The horizontal coordinates were scaled from a topographic map and have
 OE0850.an estimated accuracy of +/- 6 seconds.
 OE0850
 OE0850.The orthometric height was determined by differential leveling
 OE0850.and adjusted by the National Geodetic Survey in June 1991..
 OE0850
 OE0850.The geoid height was determined by GEOID03.
 OE0850
 OE0850.The dynamic height is computed by dividing the NAVD 88
 OE0850.geopotential number by the normal gravity value computed on the
 OE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0850.degrees latitude (g = 980.6199 gals.).
 OE0850
 OE0850.The modeled gravity was interpolated from observed gravity values.
 OE0850
 OE0850;                    North         East    Units  Estimated Accuracy
 OE0850;SPC NY C     -   359,220.      346,400.      MT  (+/- 180 meters Scaled)
 OE0850
 OE0850                          SUPERSEDED SURVEY CONTROL
 OE0850
 OE0850  NGVD 29 (??/??/92)  160.007  (m)          524.96   (f) ADJ UNCH    2 0
 OE0850
 OE0850.Superseded values are not recommended for survey control.
 OE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0850.See file dsdata.txt to determine how the superseded data were derived.
 OE0850
 OE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN677862(NAD 83)
 OE0850_MARKER: DB = BENCH MARK DISK
 OE0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0850_STAMPING: C 196 1942
 OE0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0850+STABILITY: SURFACE MOTION
 OE0850
 OE0850  HISTORY     - Date     Condition        Report By
 OE0850  HISTORY     - 1942     MONUMENTED       CGS
 OE0850  HISTORY     - 1955     GOOD             NGS
 OE0850  HISTORY     - 1974     MARK NOT FOUND   USGS
 OE0850
 OE0850                          STATION DESCRIPTION
 OE0850
 OE0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0850'3.5 MI W FROM FLOYD.
 OE0850'3.5 MILES WEST ALONG STATE HIGHWAY 46A FROM FLOYD, ONEIDA COUNTY, 0.7
 OE0850'MILE OF THE ROME AIRPORT, 31 FEET NORTH OF THE CENTERLINE OF THE
 OE0850'HIGHWAY, 36 FEET SOUTH OF A SMALL APPLE TREE, 3 FEET WEST OF A WHITE
 OE0850'WOODEN WITNESS POST, AND 1.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 OE0850'DISK, STAMPED C 196 1942 AND SET IN THE TOP OF A CONCRETE POST
 OE0850'PROJECTING 0.5 FOOT ABOVE GROUND. NOTE--CONSIDERABLE CONSTRUCTION IN
 OE0850'THIS AREA FOR GRIFFISS AFB HAS BEEN DESTROYED REFERENCE POINTS. BM WAS
 OE0850'NOT PUBLISHED ON 1949 EDITION.
 OE0850
 OE0850                          STATION RECOVERY (1974)
 OE0850
 OE0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OE0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1120 ***********************************************************************
 OE1120  DESIGNATION -  C 197
 OE1120  PID         -  OE1120
 OE1120  STATE/COUNTY-  NY/ONEIDA
 OE1120  USGS QUAD   -  LEE CENTER (1955)
 OE1120
 OE1120                         *CURRENT SURVEY CONTROL
 OE1120  ___________________________________________________________________
 OE1120* NAD 83(1986)-  43 15 42.     (N)    075 32 49.     (W)     SCALED    
 OE1120* NAVD 88     -       138.733  (meters)     455.16   (feet)  ADJUSTED  
 OE1120  ___________________________________________________________________
 OE1120  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 OE1120  DYNAMIC HT  -         138.700 (meters)     455.05  (feet)  COMP
 OE1120  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 OE1120
 OE1120  VERT ORDER  -  SECOND    CLASS 0
 OE1120
 OE1120.The horizontal coordinates were scaled from a topographic map and have
 OE1120.an estimated accuracy of +/- 6 seconds.
 OE1120
 OE1120.The orthometric height was determined by differential leveling
 OE1120.and adjusted by the National Geodetic Survey in June 1991..
 OE1120
 OE1120.The geoid height was determined by GEOID03.
 OE1120
 OE1120.The dynamic height is computed by dividing the NAVD 88
 OE1120.geopotential number by the normal gravity value computed on the
 OE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1120.degrees latitude (g = 980.6199 gals.).
 OE1120
 OE1120.The modeled gravity was interpolated from observed gravity values.
 OE1120
 OE1120;                    North         East    Units  Estimated Accuracy
 OE1120;SPC NY C     -   362,760.      334,140.      MT  (+/- 180 meters Scaled)
 OE1120
 OE1120                          SUPERSEDED SURVEY CONTROL
 OE1120
 OE1120  NGVD 29 (??/??/92)  138.908  (m)          455.73   (f) ADJ UNCH    2 0
 OE1120
 OE1120.Superseded values are not recommended for survey control.
 OE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1120.See file dsdata.txt to determine how the superseded data were derived.
 OE1120
 OE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN556900(NAD 83)
 OE1120_MARKER: DB = BENCH MARK DISK
 OE1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1120_SP_SET: CULVERT
 OE1120_STAMPING: C 197 1942
 OE1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1120
 OE1120  HISTORY     - Date     Condition        Report By
 OE1120  HISTORY     - 1942     MONUMENTED       CGS
 OE1120  HISTORY     - 1955     GOOD             USGS
 OE1120  HISTORY     - 1958     MARK NOT FOUND   NY-065
 OE1120
 OE1120                          STATION DESCRIPTION
 OE1120
 OE1120'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OE1120'5.9 MI NW FROM ROME.
 OE1120'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 69 FROM THE COUNTY COURT-
 OE1120'HOUSE AT ROME, ONEIDA COUNTY, 300 FEET EAST OF A LARGE YELLOW FRAME
 OE1120'HOUSE, 35.5 FEET SOUTHEAST OF POWER-TRANSMISSION LINE POLE 254, AT A
 OE1120'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTHEAST HEAD WALL,
 OE1120'18.8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET HIGHER
 OE1120'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 197 1942. NOTE--THOROUGH
 OE1120'INVESTIGATION - THIS MONUMENT WAS LOST IN THE IMPROVEMENT OF HIGHWAY
 OE1120'69 - ROME TABERG ROAD, OLD CULVERTS HAVE BEEN REPLACED - GRADES
 OE1120'CHANGED.  THERE ARE PROBABLY MORE THAN THE 1 ABOVE MISSING.
 OE1120
 OE1120                          STATION RECOVERY (1958)
 OE1120
 OE1120'RECOVERY NOTE BY ONEIDA COUNTY NEW YORK 1958
 OE1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1054 ***********************************************************************
 OE1054  DESIGNATION -  C 198
 OE1054  PID         -  OE1054
 OE1054  STATE/COUNTY-  NY/OSWEGO
 OE1054  USGS QUAD   -  WESTDALE (1980)
 OE1054
 OE1054                         *CURRENT SURVEY CONTROL
 OE1054  ___________________________________________________________________
 OE1054* NAD 83(1986)-  43 29 59.     (N)    075 51 08.     (W)     SCALED    
 OE1054* NAVD 88     -       280.603  (meters)     920.61   (feet)  ADJUSTED  
 OE1054  ___________________________________________________________________
 OE1054  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 OE1054  DYNAMIC HT  -         280.537 (meters)     920.40  (feet)  COMP
 OE1054  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 OE1054
 OE1054  VERT ORDER  -  SECOND    CLASS 0
 OE1054
 OE1054.The horizontal coordinates were scaled from a topographic map and have
 OE1054.an estimated accuracy of +/- 6 seconds.
 OE1054
 OE1054.The orthometric height was determined by differential leveling
 OE1054.and adjusted by the National Geodetic Survey in June 1991..
 OE1054
 OE1054.The geoid height was determined by GEOID03.
 OE1054
 OE1054.The dynamic height is computed by dividing the NAVD 88
 OE1054.geopotential number by the normal gravity value computed on the
 OE1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1054.degrees latitude (g = 980.6199 gals.).
 OE1054
 OE1054.The modeled gravity was interpolated from observed gravity values.
 OE1054
 OE1054;                    North         East    Units  Estimated Accuracy
 OE1054;SPC NY C     -   388,940.      309,130.      MT  (+/- 180 meters Scaled)
 OE1054
 OE1054                          SUPERSEDED SURVEY CONTROL
 OE1054
 OE1054  NGVD 29 (??/??/92)  280.742  (m)          921.07   (f) ADJ UNCH    2 0
 OE1054
 OE1054.Superseded values are not recommended for survey control.
 OE1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1054.See file dsdata.txt to determine how the superseded data were derived.
 OE1054
 OE1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP311166(NAD 83)
 OE1054_MARKER: DB = BENCH MARK DISK
 OE1054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1054_SP_SET: CULVERT
 OE1054_STAMPING: C 198 1942
 OE1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1054
 OE1054  HISTORY     - Date     Condition        Report By
 OE1054  HISTORY     - 1942     MONUMENTED       CGS
 OE1054
 OE1054                          STATION DESCRIPTION
 OE1054
 OE1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1054'5.6 MI NE FROM WILLIAMSTOWN.
 OE1054'5.6 MILES NORTHEAST ALONG AN IMPROVED COUNTY ROAD FROM THE RAILROAD
 OE1054'STATION AT WILLIAMSTOWN, OSWEGO COUNTY, 350 FEET NORTHEAST OF A YELLOW
 OE1054'FRAME HOUSE, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST HEAD
 OE1054'WALL, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 0.5 FOOT
 OE1054'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 198 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1305 ***********************************************************************
 OE1305  DESIGNATION -  C 199
 OE1305  PID         -  OE1305
 OE1305  STATE/COUNTY-  NY/JEFFERSON
 OE1305  USGS QUAD   -  BARNES CORNERS (1980)
 OE1305
 OE1305                         *CURRENT SURVEY CONTROL
 OE1305  ___________________________________________________________________
 OE1305* NAD 83(1986)-  43 46 03.     (N)    075 49 24.     (W)     SCALED    
 OE1305* NAVD 88     -       471.827  (meters)    1547.99   (feet)  ADJUSTED  
 OE1305  ___________________________________________________________________
 OE1305  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE1305  DYNAMIC HT  -         471.714 (meters)    1547.62  (feet)  COMP
 OE1305  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 OE1305
 OE1305  VERT ORDER  -  SECOND    CLASS 0
 OE1305
 OE1305.The horizontal coordinates were scaled from a topographic map and have
 OE1305.an estimated accuracy of +/- 6 seconds.
 OE1305
 OE1305.The orthometric height was determined by differential leveling
 OE1305.and adjusted by the National Geodetic Survey in June 1991..
 OE1305
 OE1305.The geoid height was determined by GEOID03.
 OE1305
 OE1305.The dynamic height is computed by dividing the NAVD 88
 OE1305.geopotential number by the normal gravity value computed on the
 OE1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1305.degrees latitude (g = 980.6199 gals.).
 OE1305
 OE1305.The modeled gravity was interpolated from observed gravity values.
 OE1305
 OE1305;                    North         East    Units  Estimated Accuracy
 OE1305;SPC NY C     -   418,720.      311,190.      MT  (+/- 180 meters Scaled)
 OE1305
 OE1305                          SUPERSEDED SURVEY CONTROL
 OE1305
 OE1305  NGVD 29 (??/??/92)  471.930  (m)         1548.32   (f) ADJ UNCH    2 0
 OE1305
 OE1305.Superseded values are not recommended for survey control.
 OE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1305.See file dsdata.txt to determine how the superseded data were derived.
 OE1305
 OE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP337463(NAD 83)
 OE1305_MARKER: DB = BENCH MARK DISK
 OE1305_SETTING: 80 = SET IN A BOULDER
 OE1305_SP_SET: BOULDER
 OE1305_STAMPING: C 199 1942
 OE1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1305+STABILITY: SURFACE MOTION
 OE1305
 OE1305  HISTORY     - Date     Condition        Report By
 OE1305  HISTORY     - 1942     MONUMENTED       CGS
 OE1305
 OE1305                          STATION DESCRIPTION
 OE1305
 OE1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1305'3.9 MILES SW FROM BARNES CORNERS.
 OE1305'IN JEFFERSON COUNTY, 3.6 MILES SOUTH ALONG AN IMPROVED COUNTY ROAD
 OE1305'FROM THE POST OFFICE AT BARNES CORNERS, LEWIS COUNTY, THENCE 0.3 MILE
 OE1305'WEST ALONG A ROAD. 65 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 47
 OE1305'FEET SOUTHEAST OF A POLE, 2 FEET HIGHER THAN THE ROAD, AND IN THE TOP
 OE1305'OF A 6-FOOT BOULDER PROJECTING 2.4 FEET ABOVE GROUND.  A STANDARD
 OE1305'DISK, STAMPED C 199 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0274 ***********************************************************************
 LX0274  DESIGNATION -  C 2
 LX0274  PID         -  LX0274
 LX0274  STATE/COUNTY-  NY/SUFFOLK
 LX0274  USGS QUAD   -  PLUM ISLAND (1954)
 LX0274
 LX0274                         *CURRENT SURVEY CONTROL
 LX0274  ___________________________________________________________________
 LX0274* NAD 83(1996)-  41 11 08.61912(N)    072 11 11.72258(W)     ADJUSTED  
 LX0274* NAVD 88     -        33.474  (meters)     109.82   (feet)  ADJUSTED  
 LX0274  ___________________________________________________________________
 LX0274  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LX0274  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX0274  DYNAMIC HT  -          33.462 (meters)     109.78  (feet)  COMP
 LX0274  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 LX0274
 LX0274  HORZ ORDER  -  FIRST
 LX0274  VERT ORDER  -  SECOND    CLASS 0
 LX0274
 LX0274.The horizontal coordinates were established by classical geodetic methods
 LX0274.and adjusted by the National Geodetic Survey in January 1999..
 LX0274
 LX0274.The orthometric height was determined by differential leveling
 LX0274.and adjusted by the National Geodetic Survey in June 1991..
 LX0274
 LX0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0274
 LX0274.The geoid height was determined by GEOID03.
 LX0274
 LX0274.The dynamic height is computed by dividing the NAVD 88
 LX0274.geopotential number by the normal gravity value computed on the
 LX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0274.degrees latitude (g = 980.6199 gals.).
 LX0274
 LX0274.The modeled gravity was interpolated from observed gravity values.
 LX0274
 LX0274;                    North         East     Units Scale Factor Converg.
 LX0274;SPC NY L     -   114,740.513   452,133.498   MT  1.00001202   +1 11 10.0
 LX0274;SPC NY L     -   376,444.50  1,483,374.65   sFT  1.00001202   +1 11 10.0
 LX0274;UTM  18      - 4,563,191.388   735,959.449   MT  1.00028528   +1 51 12.6
 LX0274
 LX0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0274!SPC NY L     -   0.99999959  x   1.00001202  =   1.00001161
 LX0274!UTM  18      -   0.99999959  x   1.00028528  =   1.00028487
 LX0274
 LX0274:                Primary Azimuth Mark                     Grid Az
 LX0274:SPC NY L     -  FT TERRY FLAGPOLE                        228 11 48.0
 LX0274:UTM  18      -  FT TERRY FLAGPOLE                        227 31 45.4
 LX0274
 LX0274|---------------------------------------------------------------------|
 LX0274| PID    Reference Object                     Distance      Geod. Az  |
 LX0274|                                                           dddmmss.s |
 LX0274| LX5628 FT TERRY FLAGPOLE                   APPROX. 0.6 KM 2292258.0 |
 LX0274| LX5639 PLUM ISLAND LIGHTHOUSE              APPROX. 2.5 KM 2372147.2 |
 LX0274| LX5635 PLUM ISLAND WATER TANK              APPROX. 0.9 KM 2424828.0 |
 LX0274| CZ7778 PLUM RM 2                             3.783 METERS 25320     |
 LX0274| LX5661 B 2 STONEMAN                          8.326 METERS 29339     |
 LX0274| LX5627 PLUM                                  3.855 METERS 33423     |
 LX0274|---------------------------------------------------------------------|
 LX0274
 LX0274                          SUPERSEDED SURVEY CONTROL
 LX0274
 LX0274  NAD 83(1996)-  41 11 08.61916(N)    072 11 11.72266(W) AD(       ) 1
 LX0274  NAD 83(1992)-  41 11 08.61773(N)    072 11 11.72165(W) AD(       ) 1
 LX0274  NAD 83(1986)-  41 11 08.61931(N)    072 11 11.72735(W) AD(       ) 1
 LX0274  NAD 27      -  41 11 08.26769(N)    072 11 13.43987(W) AD(       ) 1
 LX0274  NGVD 29 (??/??/92)   33.763  (m)          110.77   (f) ADJ UNCH    2 0
 LX0274
 LX0274.Superseded values are not recommended for survey control.
 LX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0274.See file dsdata.txt to determine how the superseded data were derived.
 LX0274
 LX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3595963191(NAD 83)
 LX0274_MARKER: DS = TRIANGULATION STATION DISK
 LX0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0274_SP_SET: BUILDING
 LX0274_STAMPING: C 2 1943
 LX0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0274
 LX0274  HISTORY     - Date     Condition        Report By
 LX0274  HISTORY     - 1940     MONUMENTED       CGS
 LX0274  HISTORY     - 1943     GOOD             CGS
 LX0274  HISTORY     - 1943     GOOD             CGS
 LX0274  HISTORY     - 1962     GOOD             CGS
 LX0274  HISTORY     - 1962     GOOD             CGS
 LX0274  HISTORY     - 1965     GOOD             CGS
 LX0274  HISTORY     - 1987     GOOD             USPSQD
 LX0274  HISTORY     - 19980402 MARK NOT FOUND   USPSQD
 LX0274  HISTORY     - 20001231 GOOD             NGS
 LX0274
 LX0274                          STATION DESCRIPTION
 LX0274
 LX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX0274'STATION IS ON PLUM ISLAND, ABOUT 0.3 MI. NE OF THE FLAGPOLE AT
 LX0274'FORT TERRY.  IT IS ON TOP OF THE HIGH HILL KNOWN AS C 2, AND ON
 LX0274'TOP OF THE HIGHEST PART OF THE CONCRETE ROOF OF THE SE END OF THE
 LX0274'BUILDING.  THE NW END OF THIS BUILDING IS SLIGHTLY HIGHER.  THE
 LX0274'STATION IS A CROSS IN THE CONCRETE ROOF WHICH IS COVERED WITH TAR
 LX0274'AND GRAVEL.
 LX0274'
 LX0274'TRIANGULATION STATION PLUM IS IN THE NW CORNER OF THIS SECTION OF
 LX0274'THE BUILDING.  IT IS 3.8553 M., HORIZONTAL DISTANCE, NW OF THIS
 LX0274'STATION.  IT IS STAMPED PLUM 1932 AND IS A STANDARD TRIANGULATION
 LX0274'STATION DISK, SET IN A DRILL HOLE IN THE CORNER OF THE CONCRETE
 LX0274'ROOF.
 LX0274'
 LX0274'REFERENCE MARK 2 FOR TRIANGULATION STATION PLUM IS IN THE SW
 LX0274'CORNER OF THIS SECTION OF THE BUILDING, AND IS 12.41 FT., 3.78 M.,
 LX0274'SLOPE DISTANCE, FROM THIS STATION.  IT IS A STANDARD REFERENCE-MARK
 LX0274'DISK, SET IN A DRILL HOLE IN THE CORNER OF THE CONCRETE ROOF, AND
 LX0274'THE DISK IS STAMPED PLUM NO 2 1932.
 LX0274'
 LX0274'FORT TERRY FLAGPOLE IS A GOOD AZIMUTH MARK.  THE KNOB ON TOP OF
 LX0274'THE LOWER SECTION OF THE FLAGPOLE WAS OBSERVED UPON.
 LX0274'
 LX0274'ORIENT POINT LIGHTHOUSE IS ANOTHER GOOD AZIMUTH MARK.  THE FINIAL
 LX0274'OVER THE LIGHT WAS OBSERVED UPON.
 LX0274'
 LX0274'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 M.
 LX0274
 LX0274                          STATION RECOVERY (1943)
 LX0274
 LX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0274'STATION IS ON ABOUT THE CENTRAL PART OF PLUM ISLAND ON TOP OF A
 LX0274'HIGH HILL KNOWN AS C2, ON THE ROOF AT THE SOUTHEAST END OF THE
 LX0274'FIRE CONTROL BUILDING ON THE HILL.
 LX0274'
 LX0274'A TRIANGULATION DISK STAMPED C 2 1940 1943, SET IN A DRILL HOLE
 LX0274'IN THE CONCRETE ROOF OF THE BUILDING DIRECTLY OVER THE CENTER OF
 LX0274'THE INSTRUMENT HOUSED IN THE BUILDING.
 LX0274
 LX0274                          STATION RECOVERY (1943)
 LX0274
 LX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LX0274'AT PLUM ISLAND.
 LX0274'AT FORT TERRY, SUFFOLK COUNTY, 0.3 MILE NORTHEAST OF THE
 LX0274'FLAGPOLE ON THE PARADE GROUNDS, AT THE CENTRAL PART OF PLUM
 LX0274'ISLAND AT THE TOP OF A HIGH HILL KNOWN AS C 2, AT THE SOUTHEAST
 LX0274'END OF A FIRE-CONTROL BUILDING, DIRECTLY OVER THE CENTER OF THE
 LX0274'INSTRUMENT, AND IN THE CONCRETE ROOF.  A STANDARD TRIANGULATION
 LX0274'STATION DISK, STAMPED C 2 1940 1943.
 LX0274
 LX0274                          STATION RECOVERY (1962)
 LX0274
 LX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX0274'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 LX0274'ORIGINAL DESCRIPTION.  HOWEVER, THE MARK WAS EITHER MOVED OR
 LX0274'RE-OBSERVED IN 1943 AS THE DISK IS STAMPED C2 1940 1943.
 LX0274'
 LX0274'STATION PLUM WHICH IS SUPPOSED TO BE ON THE SAME ROOF ONLY 3.855
 LX0274'METERS AWAY COULD NOT BE FOUND.
 LX0274
 LX0274                          STATION RECOVERY (1962)
 LX0274
 LX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 LX0274'THE STATION WAS LOCATED AND FOUND IN GOOD CONDITION.  THE
 LX0274'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION, PLUM ISLAND NOW IS
 LX0274'UNDER THE CONTROL OF PLUM ISLAND ANIMAL RESEARCH CENTER,
 LX0274'DEPARTMENT OF AGRICULTURE.
 LX0274
 LX0274                          STATION RECOVERY (1965)
 LX0274
 LX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX0274'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 LX0274'APPARENTLY REMARKED IN 1943 AS THE MARK IS NOW SET IN A DRILL HOLE
 LX0274'IN THE CONCRETE ROOF OF WHAT WAS ONCE THE FIRE CONTROL TOWER.  A
 LX0274'COMPLETE DESCRIPTION FOLLOWS--
 LX0274'
 LX0274'THE STATION IS NEAR THE CENTER OF PLUM ISLAND, ON THE SUMMIT OF A
 LX0274'HILL KNOWN AS C 2 AND ON THE LOWER AND SOUTHEAST ONE OF TWO
 LX0274'BUILDINGS WHICH WAS ONCE THE FIRE CONTROL TOWER.  PLUM ISLAND IS
 LX0274'NOW OCCUPIED BY THE U. S. DEPARTMENT OF AGRICULTURE AND IS THE
 LX0274'ANIMAL DISEASE TESTING LABORATORY, WHICH IS RESTRICTED TO THE
 LX0274'PUBLIC.  PERMISSION TO VISIT THE ISLAND MAY BE OBTAINED FROM THE
 LX0274'U. S. DEPARTMENT OF AGRICULTURE OFFICE AT ORIENT POINT.
 LX0274'
 LX0274'THE STATION MARK IS A STANDARD DISK STAMPED C 2 1940 1943 CEMENTED
 LX0274'IN A DRILL HOLE IN THE LOWER AND SOUTHEAST ONE OF TWO ROOFS.  IT
 LX0274'IS 15.10 FEET SOUTH OF THE NORTH CORNER OF THE ROOF, 7.75 FEET
 LX0274'NORTH OF THE SOUTH EDGE OF THE ROOF, 15.28 FEET EAST OF THE WEST
 LX0274'CORNER OF THE ROOF AND 7.76 FEET WEST OF THE EAST EDGE OF THE
 LX0274'ROOF.
 LX0274'
 LX0274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX0274'3-3/4 MILES NE OF ORIENT POINT.
 LX0274
 LX0274                          STATION RECOVERY (1987)
 LX0274
 LX0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0274'RECOVERED IN GOOD CONDITION.
 LX0274
 LX0274                          STATION RECOVERY (1998)
 LX0274
 LX0274'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0274'MARK NOT FOUND.
 LX0274
 LX0274                          STATION RECOVERY (2000)
 LX0274
 LX0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX0274'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0444 ***********************************************************************
 NC0444  DESIGNATION -  C 20
 NC0444  PID         -  NC0444
 NC0444  STATE/COUNTY-  NY/ERIE
 NC0444  USGS QUAD   -  BUFFALO NW (1965)
 NC0444
 NC0444                         *CURRENT SURVEY CONTROL
 NC0444  ___________________________________________________________________
 NC0444* NAD 83(1986)-  42 56 42.     (N)    078 53 47.     (W)     SCALED    
 NC0444* NAVD 88     -       182.010  (meters)     597.14   (feet)  POSTED    
 NC0444  ___________________________________________________________________
 NC0444  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 NC0444  DYNAMIC HT  -         181.960 (meters)     596.98  (feet)  COMP
 NC0444  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 NC0444
 NC0444  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NC0444
 NC0444.The horizontal coordinates were scaled from a topographic map and have
 NC0444.an estimated accuracy of +/- 6 seconds.
 NC0444
 NC0444.The orthometric height was determined by differential leveling
 NC0444.and adjusted by the National Geodetic Survey in 1992..
 NC0444.No vertical observational check was made to the station.
 NC0444.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NC0444.was located on a no-check spur therefore a value was not computed.
 NC0444
 NC0444.The geoid height was determined by GEOID03.
 NC0444
 NC0444.The dynamic height is computed by dividing the NAVD 88
 NC0444.geopotential number by the normal gravity value computed on the
 NC0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0444.degrees latitude (g = 980.6199 gals.).
 NC0444
 NC0444.The modeled gravity was interpolated from observed gravity values.
 NC0444
 NC0444;                    North         East    Units  Estimated Accuracy
 NC0444;SPC NY W     -   327,110.      324,450.      MT  (+/- 180 meters Scaled)
 NC0444
 NC0444                          SUPERSEDED SURVEY CONTROL
 NC0444
 NC0444  NGVD 29 (??/??/92)  182.175  (m)          597.69   (f) ADJ UNCH    1 2
 NC0444
 NC0444.Superseded values are not recommended for survey control.
 NC0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0444.See file dsdata.txt to determine how the superseded data were derived.
 NC0444
 NC0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH716568(NAD 83)
 NC0444_MARKER: DB = BENCH MARK DISK
 NC0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0444_SP_SET: ABUTMENT
 NC0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0444
 NC0444  HISTORY     - Date     Condition        Report By
 NC0444  HISTORY     - UNK      MONUMENTED       CGS
 NC0444  HISTORY     - 1942     GOOD             NGS
 NC0444  HISTORY     - 1962     POOR             NGS
 NC0444
 NC0444                          STATION DESCRIPTION
 NC0444
 NC0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NC0444'IN BUFFALO.
 NC0444'AT BUFFALO, ERIE COUNTY, AT THE NEW YORK CENTRAL RAILROAD VIADUCT OVER
 NC0444'HERTEL AVENUE, AT THE NORTHWEST ABUTMENT, 14 FEET NORTHEAST OF THE
 NC0444'NORTHEAST RAIL OF THE NORTHEAST TRACK, AND 1 FOOT FROM THE NORTH END
 NC0444'OF THE NORTH WING WALL.  A STANDARD DISK.
 NC0444
 NC0444                          STATION RECOVERY (1962)
 NC0444
 NC0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NC0444'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1276 ***********************************************************************
 OE1276  DESIGNATION -  C 200
 OE1276  PID         -  OE1276
 OE1276  STATE/COUNTY-  NY/LEWIS
 OE1276  USGS QUAD   -  NEW BOSTON (1980)
 OE1276
 OE1276                         *CURRENT SURVEY CONTROL
 OE1276  ___________________________________________________________________
 OE1276* NAD 83(1986)-  43 49 55.     (N)    075 41 25.     (W)     SCALED    
 OE1276* NAVD 88     -       433.707  (meters)    1422.92   (feet)  ADJUSTED  
 OE1276  ___________________________________________________________________
 OE1276  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 OE1276  DYNAMIC HT  -         433.604 (meters)    1422.58  (feet)  COMP
 OE1276  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 OE1276
 OE1276  VERT ORDER  -  SECOND    CLASS 0
 OE1276
 OE1276.The horizontal coordinates were scaled from a topographic map and have
 OE1276.an estimated accuracy of +/- 6 seconds.
 OE1276
 OE1276.The orthometric height was determined by differential leveling
 OE1276.and adjusted by the National Geodetic Survey in June 1991..
 OE1276
 OE1276.The geoid height was determined by GEOID03.
 OE1276
 OE1276.The dynamic height is computed by dividing the NAVD 88
 OE1276.geopotential number by the normal gravity value computed on the
 OE1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1276.degrees latitude (g = 980.6199 gals.).
 OE1276
 OE1276.The modeled gravity was interpolated from observed gravity values.
 OE1276
 OE1276;                    North         East    Units  Estimated Accuracy
 OE1276;SPC NY C     -   425,980.      321,830.      MT  (+/- 180 meters Scaled)
 OE1276
 OE1276                          SUPERSEDED SURVEY CONTROL
 OE1276
 OE1276  NGVD 29 (??/??/92)  433.804  (m)         1423.24   (f) ADJ UNCH    2 0
 OE1276
 OE1276.Superseded values are not recommended for survey control.
 OE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1276.See file dsdata.txt to determine how the superseded data were derived.
 OE1276
 OE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP445534(NAD 83)
 OE1276_MARKER: DB = BENCH MARK DISK
 OE1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1276_STAMPING: C 200 1942
 OE1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1276+STABILITY: SURFACE MOTION
 OE1276
 OE1276  HISTORY     - Date     Condition        Report By
 OE1276  HISTORY     - 1942     MONUMENTED       CGS
 OE1276
 OE1276                          STATION DESCRIPTION
 OE1276
 OE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1276'4.7 MI SE FROM COPENHAGEN.
 OE1276'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 OE1276'COPENHAGEN, LEWIS COUNTY, THENCE 4.4 MILES SOUTH ALONG AN IMPROVED
 OE1276'COUNTY ROAD, 37.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 OE1276'WHITE FRAME HOUSE, 29 FEET EAST OF THE CENTERLINE OF THE ROAD, 6.4
 OE1276'FEET EAST OF A FENCE, 2.5 FEET NORTHWEST OF A POLE, 3 FEET NORTH OF A
 OE1276'WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD
 OE1276'DISK, STAMPED C 200 1942 AND SET IN THE TOP OF A CONCRETE POST
 OE1276'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1319 ***********************************************************************
 OE1319  DESIGNATION -  C 201
 OE1319  PID         -  OE1319
 OE1319  STATE/COUNTY-  NY/OSWEGO
 OE1319  USGS QUAD   -  REDFIELD (1980)
 OE1319
 OE1319                         *CURRENT SURVEY CONTROL
 OE1319  ___________________________________________________________________
 OE1319* NAD 83(1986)-  43 33 30.     (N)    075 50 00.     (W)     SCALED    
 OE1319* NAVD 88     -       345.978  (meters)    1135.10   (feet)  ADJUSTED  
 OE1319  ___________________________________________________________________
 OE1319  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 OE1319  DYNAMIC HT  -         345.892 (meters)    1134.81  (feet)  COMP
 OE1319  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 OE1319
 OE1319  VERT ORDER  -  SECOND    CLASS 0
 OE1319
 OE1319.The horizontal coordinates were scaled from a topographic map and have
 OE1319.an estimated accuracy of +/- 6 seconds.
 OE1319
 OE1319.The orthometric height was determined by differential leveling
 OE1319.and adjusted by the National Geodetic Survey in June 1991..
 OE1319
 OE1319.The geoid height was determined by GEOID03.
 OE1319
 OE1319.The dynamic height is computed by dividing the NAVD 88
 OE1319.geopotential number by the normal gravity value computed on the
 OE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1319.degrees latitude (g = 980.6199 gals.).
 OE1319
 OE1319.The modeled gravity was interpolated from observed gravity values.
 OE1319
 OE1319;                    North         East    Units  Estimated Accuracy
 OE1319;SPC NY C     -   395,470.      310,600.      MT  (+/- 180 meters Scaled)
 OE1319
 OE1319                          SUPERSEDED SURVEY CONTROL
 OE1319
 OE1319  NGVD 29 (??/??/92)  346.104  (m)         1135.51   (f) ADJ UNCH    2 0
 OE1319
 OE1319.Superseded values are not recommended for survey control.
 OE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1319.See file dsdata.txt to determine how the superseded data were derived.
 OE1319
 OE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP326231(NAD 83)
 OE1319_MARKER: DB = BENCH MARK DISK
 OE1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1319_SP_SET: CULVERT
 OE1319_STAMPING: C 201 1942
 OE1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1319
 OE1319  HISTORY     - Date     Condition        Report By
 OE1319  HISTORY     - 1942     MONUMENTED       CGS
 OE1319  HISTORY     - 19980615 MARK NOT FOUND   USPSQD
 OE1319  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1319
 OE1319                          STATION DESCRIPTION
 OE1319
 OE1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1319'1.8 MI NW FROM REDFIELD.
 OE1319'1.8 MILES NORTHWEST ALONG THE LORRAINE ROAD FROM THE POST OFFICE AT
 OE1319'REDFIELD, OSWEGO COUNTY, 0.4 MILE SOUTHEAST OF AN OLD ROCK QUARRY, AT
 OE1319'A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE WEST HEAD WALL, 17
 OE1319'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 0.7 FOOT LOWER THAN THE
 OE1319'ROAD.  A STANDARD DISK, STAMPED C 201 1942.
 OE1319
 OE1319                          STATION RECOVERY (1998)
 OE1319
 OE1319'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1319'MARK NOT FOUND.
 OE1319
 OE1319                          STATION RECOVERY (2002)
 OE1319
 OE1319'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 OE1319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1082 ***********************************************************************
 OE1082  DESIGNATION -  C 202
 OE1082  PID         -  OE1082
 OE1082  STATE/COUNTY-  NY/ONEIDA
 OE1082  USGS QUAD   -  POINT ROCK (1955)
 OE1082
 OE1082                         *CURRENT SURVEY CONTROL
 OE1082  ___________________________________________________________________
 OE1082* NAD 83(1986)-  43 22 35.     (N)    075 35 10.     (W)     SCALED    
 OE1082* NAVD 88     -       321.209  (meters)    1053.83   (feet)  ADJUSTED  
 OE1082  ___________________________________________________________________
 OE1082  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 OE1082  DYNAMIC HT  -         321.129 (meters)    1053.57  (feet)  COMP
 OE1082  MODELED GRAV-     980,362.5   (mgal)                       NAVD 88
 OE1082
 OE1082  VERT ORDER  -  SECOND    CLASS 0
 OE1082
 OE1082.The horizontal coordinates were scaled from a topographic map and have
 OE1082.an estimated accuracy of +/- 6 seconds.
 OE1082
 OE1082.The orthometric height was determined by differential leveling
 OE1082.and adjusted by the National Geodetic Survey in June 1991..
 OE1082
 OE1082.The geoid height was determined by GEOID03.
 OE1082
 OE1082.The dynamic height is computed by dividing the NAVD 88
 OE1082.geopotential number by the normal gravity value computed on the
 OE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1082.degrees latitude (g = 980.6199 gals.).
 OE1082
 OE1082.The modeled gravity was interpolated from observed gravity values.
 OE1082
 OE1082;                    North         East    Units  Estimated Accuracy
 OE1082;SPC NY C     -   375,470.      330,810.      MT  (+/- 180 meters Scaled)
 OE1082
 OE1082                          SUPERSEDED SURVEY CONTROL
 OE1082
 OE1082  NGVD 29 (??/??/92)  321.361  (m)         1054.33   (f) ADJ UNCH    2 0
 OE1082
 OE1082.Superseded values are not recommended for survey control.
 OE1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1082.See file dsdata.txt to determine how the superseded data were derived.
 OE1082
 OE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP525027(NAD 83)
 OE1082_MARKER: DB = BENCH MARK DISK
 OE1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1082_SP_SET: CULVERT
 OE1082_STAMPING: C 202 1942
 OE1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1082
 OE1082  HISTORY     - Date     Condition        Report By
 OE1082  HISTORY     - 1942     MONUMENTED       CGS
 OE1082
 OE1082                          STATION DESCRIPTION
 OE1082
 OE1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1082'3.9 MI NW FROM POINT ROCK.
 OE1082'0.9 MILE NORTHWEST ALONG THE OSCEOLA ROAD FROM THE WILLSON STORE AT
 OE1082'POINT ROCK, ONEIDA COUNTY, THENCE 3.0 MILES WEST ALONG THE TABERG
 OE1082'ROAD.  0.8 MILE WEST OF ANNSVILLE DISTRICT SCHOOL NO. 15, 700 FEET
 OE1082'NORTHWEST OF A LARGE YELLOW BARN, AT A CONCRETE CULVERT, IN THE CENTER
 OE1082'OF THE TOP OF THE NORTH HEAD WALL, 16.8 FEET NORTH OF THE CENTERLINE
 OE1082'OF THE ROAD, AND 0.9 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 OE1082'STAMPED C 202 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0590 ***********************************************************************
 OE0590  DESIGNATION -  C 203
 OE0590  PID         -  OE0590
 OE0590  STATE/COUNTY-  NY/LEWIS
 OE0590  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE0590
 OE0590                         *CURRENT SURVEY CONTROL
 OE0590  ___________________________________________________________________
 OE0590* NAD 83(1986)-  43 34 26.     (N)    075 28 42.     (W)     SCALED    
 OE0590* NAVD 88     -       515.577  (meters)    1691.52   (feet)  ADJUSTED  
 OE0590  ___________________________________________________________________
 OE0590  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 OE0590  DYNAMIC HT  -         515.436 (meters)    1691.06  (feet)  COMP
 OE0590  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 OE0590
 OE0590  VERT ORDER  -  SECOND    CLASS 0
 OE0590
 OE0590.The horizontal coordinates were scaled from a topographic map and have
 OE0590.an estimated accuracy of +/- 6 seconds.
 OE0590
 OE0590.The orthometric height was determined by differential leveling
 OE0590.and adjusted by the National Geodetic Survey in June 1991..
 OE0590
 OE0590.The geoid height was determined by GEOID03.
 OE0590
 OE0590.The dynamic height is computed by dividing the NAVD 88
 OE0590.geopotential number by the normal gravity value computed on the
 OE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0590.degrees latitude (g = 980.6199 gals.).
 OE0590
 OE0590.The modeled gravity was interpolated from observed gravity values.
 OE0590
 OE0590;                    North         East    Units  Estimated Accuracy
 OE0590;SPC NY C     -   397,520.      339,250.      MT  (+/- 180 meters Scaled)
 OE0590
 OE0590                          SUPERSEDED SURVEY CONTROL
 OE0590
 OE0590  NGVD 29 (??/??/92)  515.674  (m)         1691.84   (f) ADJ UNCH    2 0
 OE0590
 OE0590.Superseded values are not recommended for survey control.
 OE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0590.See file dsdata.txt to determine how the superseded data were derived.
 OE0590
 OE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP613246(NAD 83)
 OE0590_MARKER: DB = BENCH MARK DISK
 OE0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0590_STAMPING: C 203 1942
 OE0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0590+STABILITY: SURFACE MOTION
 OE0590
 OE0590  HISTORY     - Date     Condition        Report By
 OE0590  HISTORY     - 1942     MONUMENTED       CGS
 OE0590
 OE0590                          STATION DESCRIPTION
 OE0590
 OE0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0590'2.9 MI NW FROM CONSTABLEVILLE.
 OE0590'2.9 MILES NORTHWEST ALONG THE HIGHMARKET ROAD FROM THE JUNCTION OF
 OE0590'STATE HIGHWAY 26, 0.2 MILE SOUTH OF THE CATHOLIC CHURCH AT
 OE0590'CONSTABLEVILLE, LEWIS COUNTY, 300 FEET NORTHWEST OF A LARGE T-SHAPED
 OE0590'BARN AND SILO, 280 FEET SOUTHEAST OF A LARGE 2-STORY WHITE HOUSE, 25
 OE0590'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE
 OE0590'CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER
 OE0590'THAN THE ROAD.  A STANDARD DISK STAMPED C 203 1942 AND SET IN THE TOP
 OE0590'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1367 ***********************************************************************
 OE1367  DESIGNATION -  C 204
 OE1367  PID         -  OE1367
 OE1367  STATE/COUNTY-  NY/JEFFERSON
 OE1367  USGS QUAD   -  BOYLSTON CENTER (1980)
 OE1367
 OE1367                         *CURRENT SURVEY CONTROL
 OE1367  ___________________________________________________________________
 OE1367* NAD 83(1986)-  43 44 39.     (N)    075 56 56.     (W)     SCALED    
 OE1367* NAVD 88     -       330.625  (meters)    1084.73   (feet)  ADJUSTED  
 OE1367  ___________________________________________________________________
 OE1367  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1367  DYNAMIC HT  -         330.551 (meters)    1084.48  (feet)  COMP
 OE1367  MODELED GRAV-     980,385.5   (mgal)                       NAVD 88
 OE1367
 OE1367  VERT ORDER  -  SECOND    CLASS 0
 OE1367
 OE1367.The horizontal coordinates were scaled from a topographic map and have
 OE1367.an estimated accuracy of +/- 6 seconds.
 OE1367
 OE1367.The orthometric height was determined by differential leveling
 OE1367.and adjusted by the National Geodetic Survey in June 1991..
 OE1367
 OE1367.The geoid height was determined by GEOID03.
 OE1367
 OE1367.The dynamic height is computed by dividing the NAVD 88
 OE1367.geopotential number by the normal gravity value computed on the
 OE1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1367.degrees latitude (g = 980.6199 gals.).
 OE1367
 OE1367.The modeled gravity was interpolated from observed gravity values.
 OE1367
 OE1367;                    North         East    Units  Estimated Accuracy
 OE1367;SPC NY C     -   416,040.      301,100.      MT  (+/- 180 meters Scaled)
 OE1367
 OE1367                          SUPERSEDED SURVEY CONTROL
 OE1367
 OE1367  NGVD 29 (??/??/92)  330.746  (m)         1085.12   (f) ADJ UNCH    2 0
 OE1367
 OE1367.Superseded values are not recommended for survey control.
 OE1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1367.See file dsdata.txt to determine how the superseded data were derived.
 OE1367
 OE1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP235438(NAD 83)
 OE1367_MARKER: DB = BENCH MARK DISK
 OE1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1367_STAMPING: C 204 1942
 OE1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1367+STABILITY: SURFACE MOTION
 OE1367
 OE1367  HISTORY     - Date     Condition        Report By
 OE1367  HISTORY     - 1942     MONUMENTED       CGS
 OE1367
 OE1367                          STATION DESCRIPTION
 OE1367
 OE1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1367'1.6 MI SE FROM LORRAINE.
 OE1367'1.6 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 OE1367'LORRAINE, JEFFERSON COUNTY, IN THE NORTHEAST CORNER OF A PASTURE, 240
 OE1367'FEET NORTHEAST OF A GREEN FARMHOUSE, 160 FEET NORTH OF AN OLD BARN,
 OE1367'120 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE AEL-44, 42 FEET
 OE1367'EAST OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTH OF THE CENTERLINE OF
 OE1367'A ROAD LEADING EAST, 11 FEET SOUTHEAST OF A FENCE CORNER, 3 FEET NORTH
 OE1367'OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE ROAD. A
 OE1367'STANDARD DISK, STAMPED C 204 1942 AND SET IN THE TOP OF A CONCRETE
 OE1367'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2036 ***********************************************************************
 OE2036  DESIGNATION -  C 205 RESET
 OE2036  PID         -  OE2036
 OE2036  STATE/COUNTY-  NY/JEFFERSON
 OE2036  USGS QUAD   -  RUTLAND CENTER (1959)
 OE2036
 OE2036                         *CURRENT SURVEY CONTROL
 OE2036  ___________________________________________________________________
 OE2036* NAD 83(1986)-  43 54 54.     (N)    075 45 40.     (W)     SCALED    
 OE2036* NAVD 88     -       329.97   (meters)    1082.6    (feet)  RESET     
 OE2036  ___________________________________________________________________
 OE2036  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OE2036
 OE2036  VERT ORDER  -  THIRD
 OE2036
 OE2036.The horizontal coordinates were scaled from a topographic map and have
 OE2036.an estimated accuracy of +/- 6 seconds.
 OE2036
 OE2036.The orthometric height was computed from unverified reset data.
 OE2036.No vertical observational check was made to the station.
 OE2036
 OE2036.The geoid height was determined by GEOID03.
 OE2036
 OE2036;                    North         East    Units  Estimated Accuracy
 OE2036;SPC NY C     -   435,150.      316,040.      MT  (+/- 180 meters Scaled)
 OE2036
 OE2036                          SUPERSEDED SURVEY CONTROL
 OE2036
 OE2036  NGVD 29 (09/01/04)  330.08   (m)         1082.9    (f) RESET       3  
 OE2036
 OE2036.Superseded values are not recommended for survey control.
 OE2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2036.See file dsdata.txt to determine how the superseded data were derived.
 OE2036
 OE2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP388627(NAD 83)
 OE2036_MARKER: DB = BENCH MARK DISK
 OE2036_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OE2036_SP_SET: ABUTMENT
 OE2036_STAMPING: C 205 RESET 1984
 OE2036_MARK LOGO: NYDT  
 OE2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE2036
 OE2036  HISTORY     - Date     Condition        Report By
 OE2036  HISTORY     - 1984     MONUMENTED       NYDT
 OE2036  HISTORY     - 19950522 GOOD             USPSQD
 OE2036
 OE2036                          STATION DESCRIPTION
 OE2036
 OE2036'DESCRIBED BY NY DEPT OF TRANSP 1984
 OE2036'7.9 KM (4.90 MI) WEST FROM COPENHAGEN.
 OE2036'4.9 MILES WEST ALONG S.H. 12 FROM THE MARINE MIDLAND BANK BLDG. AT
 OE2036'COPENHAGEN, 0.15 MILES EAST OF THE INTERSECTION OF CHURCHILL ROAD
 OE2036'WITH S.H. 12, AT THE SOUTHSIDE OF A CONCRETE BRIDGE SET IN THE TOP OF
 OE2036'THE WEST ABUTMENT, 23 FT SOUTH OF THE CENTERLINE OF THE ROAD AND
 OE2036'LEVEL WITH THE ROAD.
 OE2036
 OE2036                          STATION RECOVERY (1995)
 OE2036
 OE2036'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0704 ***********************************************************************
 NB0704  DESIGNATION -  C 207
 NB0704  PID         -  NB0704
 NB0704  STATE/COUNTY-  NY/SENECA
 NB0704  USGS QUAD   -  UNION SPRINGS (1955)
 NB0704
 NB0704                         *CURRENT SURVEY CONTROL
 NB0704  ___________________________________________________________________
 NB0704* NAD 83(1986)-  42 51 06.     (N)    076 44 53.     (W)     SCALED    
 NB0704* NAVD 88     -       136.068  (meters)     446.42   (feet)  ADJUSTED  
 NB0704  ___________________________________________________________________
 NB0704  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NB0704  DYNAMIC HT  -         136.032 (meters)     446.30  (feet)  COMP
 NB0704  MODELED GRAV-     980,356.1   (mgal)                       NAVD 88
 NB0704
 NB0704  VERT ORDER  -  SECOND    CLASS 0
 NB0704
 NB0704.The horizontal coordinates were scaled from a topographic map and have
 NB0704.an estimated accuracy of +/- 6 seconds.
 NB0704
 NB0704.The orthometric height was determined by differential leveling
 NB0704.and adjusted by the National Geodetic Survey in June 1991..
 NB0704
 NB0704.The geoid height was determined by GEOID03.
 NB0704
 NB0704.The dynamic height is computed by dividing the NAVD 88
 NB0704.geopotential number by the normal gravity value computed on the
 NB0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0704.degrees latitude (g = 980.6199 gals.).
 NB0704
 NB0704.The modeled gravity was interpolated from observed gravity values.
 NB0704
 NB0704;                    North         East    Units  Estimated Accuracy
 NB0704;SPC NY C     -   316,710.      236,540.      MT  (+/- 180 meters Scaled)
 NB0704
 NB0704                          SUPERSEDED SURVEY CONTROL
 NB0704
 NB0704  NGVD 29 (??/??/92)  136.246  (m)          447.00   (f) ADJ UNCH    2 0
 NB0704
 NB0704.Superseded values are not recommended for survey control.
 NB0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0704.See file dsdata.txt to determine how the superseded data were derived.
 NB0704
 NB0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN571458(NAD 83)
 NB0704_MARKER: DB = BENCH MARK DISK
 NB0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0704_SP_SET: CULVERT
 NB0704_STAMPING: C 207 1942
 NB0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0704
 NB0704  HISTORY     - Date     Condition        Report By
 NB0704  HISTORY     - 1942     MONUMENTED       CGS
 NB0704  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0704  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0704  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0704
 NB0704                          STATION DESCRIPTION
 NB0704
 NB0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0704'AT CANOGA.
 NB0704'AT CANOGA, SENECA COUNTY, 140 FEET NORTHWEST OF HE NORTHWEST CORNER
 NB0704'OF THE PRESBYTERIAN CHURCH, AT A 2-FOOT IRON PIPE CULVERT, IN THE
 NB0704'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL, 16 FEET EAST OF
 NB0704'THE CENTERLINE OF STATE HIGHWAY 89, AND LEVEL WITH THE HIGHWAY. A
 NB0704'STANDARD DISK, STAMPED C 207 1942.
 NB0704
 NB0704                          STATION RECOVERY (1985)
 NB0704
 NB0704'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0704'MARK NOT FOUND.
 NB0704
 NB0704                          STATION RECOVERY (1985)
 NB0704
 NB0704'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0704'MARK NOT FOUND.
 NB0704
 NB0704                          STATION RECOVERY (1995)
 NB0704
 NB0704'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0830 ***********************************************************************
 PH0830  DESIGNATION -  C 208
 PH0830  PID         -  PH0830
 PH0830  STATE/COUNTY-  NY/ST LAWRENCE
 PH0830  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0830
 PH0830                         *CURRENT SURVEY CONTROL
 PH0830  ___________________________________________________________________
 PH0830* NAD 83(1986)-  44 35 23.     (N)    075 19 14.     (W)     SCALED    
 PH0830* NAVD 88     -        95.653  (meters)     313.82   (feet)  ADJUSTED  
 PH0830  ___________________________________________________________________
 PH0830  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 PH0830  DYNAMIC HT  -          95.647 (meters)     313.80  (feet)  COMP
 PH0830  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 PH0830
 PH0830  VERT ORDER  -  FIRST     CLASS II
 PH0830
 PH0830.The horizontal coordinates were scaled from a topographic map and have
 PH0830.an estimated accuracy of +/- 6 seconds.
 PH0830
 PH0830.The orthometric height was determined by differential leveling
 PH0830.and adjusted by the National Geodetic Survey in June 1991..
 PH0830
 PH0830.The geoid height was determined by GEOID03.
 PH0830
 PH0830.The dynamic height is computed by dividing the NAVD 88
 PH0830.geopotential number by the normal gravity value computed on the
 PH0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0830.degrees latitude (g = 980.6199 gals.).
 PH0830
 PH0830.The modeled gravity was interpolated from observed gravity values.
 PH0830
 PH0830;                    North         East    Units  Estimated Accuracy
 PH0830;SPC NY E     -   639,610.       84,850.      MT  (+/- 180 meters Scaled)
 PH0830
 PH0830                          SUPERSEDED SURVEY CONTROL
 PH0830
 PH0830  NGVD 29 (??/??/92)   95.795  (m)          314.29   (f) ADJ UNCH    1 2
 PH0830
 PH0830.Superseded values are not recommended for survey control.
 PH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0830.See file dsdata.txt to determine how the superseded data were derived.
 PH0830
 PH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ745374(NAD 83)
 PH0830_MARKER: DB = BENCH MARK DISK
 PH0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0830_SP_SET: BRIDGE
 PH0830_STAMPING: C 208 1942
 PH0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0830
 PH0830  HISTORY     - Date     Condition        Report By
 PH0830  HISTORY     - 1942     MONUMENTED       CGS
 PH0830  HISTORY     - 1963     GOOD             NGS
 PH0830
 PH0830                          STATION DESCRIPTION
 PH0830
 PH0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0830'0.3 MI S FROM RENSSELAER FALLS.
 PH0830'TO REACH FROM THE RAILROAD STATION AT RENSSELAER FALLS, PROCEED 0.3
 PH0830'MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD, TO THE CROSSING OF
 PH0830'STATE HIGHWAY NO. 186, AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH0830'HORIZONTALLY IN THE TOP OF THE SOUTHEAST WINGWALL OF A 20X20 FOOT
 PH0830'CONCRETE BRIDGE ALONG HIGHWAY.  IT IS 25.5 FEET WEST OF THE CENTERLINE
 PH0830'OF RAILROAD, 19.0 FEET SOUTH OF AND ABOUT 0.6 FOOT ABOVE THE
 PH0830'CENTERLINE OF HIGHWAY.
 PH0830
 PH0830                          STATION RECOVERY (1963)
 PH0830
 PH0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0933 ***********************************************************************
 PH0933  DESIGNATION -  C 209
 PH0933  PID         -  PH0933
 PH0933  STATE/COUNTY-  NY/ST LAWRENCE
 PH0933  USGS QUAD   -  MORLEY (1964)
 PH0933
 PH0933                         *CURRENT SURVEY CONTROL
 PH0933  ___________________________________________________________________
 PH0933* NAD 83(1986)-  44 39 28.     (N)    075 11 26.     (W)     SCALED    
 PH0933* NAVD 88     -       112.090  (meters)     367.75   (feet)  ADJUSTED  
 PH0933  ___________________________________________________________________
 PH0933  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 PH0933  DYNAMIC HT  -         112.083 (meters)     367.73  (feet)  COMP
 PH0933  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 PH0933
 PH0933  VERT ORDER  -  SECOND    CLASS 0
 PH0933
 PH0933.The horizontal coordinates were scaled from a topographic map and have
 PH0933.an estimated accuracy of +/- 6 seconds.
 PH0933
 PH0933.The orthometric height was determined by differential leveling
 PH0933.and adjusted by the National Geodetic Survey in June 1991..
 PH0933
 PH0933.The geoid height was determined by GEOID03.
 PH0933
 PH0933.The dynamic height is computed by dividing the NAVD 88
 PH0933.geopotential number by the normal gravity value computed on the
 PH0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0933.degrees latitude (g = 980.6199 gals.).
 PH0933
 PH0933.The modeled gravity was interpolated from observed gravity values.
 PH0933
 PH0933;                    North         East    Units  Estimated Accuracy
 PH0933;SPC NY E     -   647,080.       95,230.      MT  (+/- 180 meters Scaled)
 PH0933
 PH0933                          SUPERSEDED SURVEY CONTROL
 PH0933
 PH0933  NGVD 29 (??/??/92)  112.226  (m)          368.19   (f) ADJ UNCH    2 0
 PH0933
 PH0933.Superseded values are not recommended for survey control.
 PH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0933.See file dsdata.txt to determine how the superseded data were derived.
 PH0933
 PH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ848449(NAD 83)
 PH0933_MARKER: DB = BENCH MARK DISK
 PH0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0933_STAMPING: C 209 1942
 PH0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0933+STABILITY: SURFACE MOTION
 PH0933
 PH0933  HISTORY     - Date     Condition        Report By
 PH0933  HISTORY     - 1942     MONUMENTED       CGS
 PH0933  HISTORY     - 1963     MARK NOT FOUND   USGS
 PH0933  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 PH0933
 PH0933                          STATION DESCRIPTION
 PH0933
 PH0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0933'0.6 MI SE FROM MORLEY.
 PH0933'TO REACH FROM THE POST OFFICE AT MORLEY, PROCEED 0.2 MILE SOUTHEAST
 PH0933'ALONG STATE HIGHWAY NO. 345, TO THE INTERSECTION OF A DIRT ROAD, AT A
 PH0933'CURVE, CONTINUE 0.4 MILE SOUTHEAST ON DIRT ROAD TO A SMALL PASTURE,
 PH0933'NORTHWEST OF A LARGE RED BARN, AND SITE OF BENCH MARK.  BENCH MARK IS
 PH0933'ABOUT 400.0 FEET NORTH OF BARN, 23.5 FEET SOUTHEAST OF A FENCE CORNER.
 PH0933'IT IS 19.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PH0933'ROAD, 1.0 FOOT SOUTHWEST OF RIGHT-OF-WAY FENCE. MONUMENT IS 2.0 FEET
 PH0933'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4
 PH0933'FOOT.
 PH0933
 PH0933                          STATION RECOVERY (1963)
 PH0933
 PH0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0933'MARK NOT FOUND.
 PH0933
 PH0933                          STATION RECOVERY (1995)
 PH0933
 PH0933'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0002 ***********************************************************************
 OG0002  DESIGNATION -  C 21
 OG0002  PID         -  OG0002
 OG0002  STATE/COUNTY-  NY/ORLEANS
 OG0002  USGS QUAD   -  
 OG0002
 OG0002                         *CURRENT SURVEY CONTROL
 OG0002  ___________________________________________________________________
 OG0002* NAD 83(1986)-  43 19 33.     (N)    078 26 50.     (W)     SCALED    
 OG0002* NAVD 88     -       103.736  (meters)     340.34   (feet)  ADJUSTED  
 OG0002  ___________________________________________________________________
 OG0002  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OG0002  DYNAMIC HT  -         103.713 (meters)     340.27  (feet)  COMP
 OG0002  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OG0002
 OG0002  VERT ORDER  -  FIRST     CLASS II
 OG0002
 OG0002.The horizontal coordinates were scaled from a topographic map and have
 OG0002.an estimated accuracy of +/- 6 seconds.
 OG0002
 OG0002.The orthometric height was determined by differential leveling
 OG0002.and adjusted by the National Geodetic Survey in June 1991..
 OG0002
 OG0002.The geoid height was determined by GEOID03.
 OG0002
 OG0002.The dynamic height is computed by dividing the NAVD 88
 OG0002.geopotential number by the normal gravity value computed on the
 OG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0002.degrees latitude (g = 980.6199 gals.).
 OG0002
 OG0002.The modeled gravity was interpolated from observed gravity values.
 OG0002
 OG0002;                    North         East    Units  Estimated Accuracy
 OG0002;SPC NY W     -   369,380.      361,040.      MT  (+/- 180 meters Scaled)
 OG0002
 OG0002                          SUPERSEDED SURVEY CONTROL
 OG0002
 OG0002  NGVD 29 (??/??/92)  103.905  (m)          340.89   (f) ADJ UNCH    1 2
 OG0002
 OG0002.Superseded values are not recommended for survey control.
 OG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0002.See file dsdata.txt to determine how the superseded data were derived.
 OG0002
 OG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ069001(NAD 83)
 OG0002_MARKER: DB = BENCH MARK DISK
 OG0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0002_SP_SET: CULVERT
 OG0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0002
 OG0002  HISTORY     - Date     Condition        Report By
 OG0002  HISTORY     - UNK      MONUMENTED       CGS
 OG0002  HISTORY     - 1942     GOOD             NGS
 OG0002
 OG0002                          STATION DESCRIPTION
 OG0002
 OG0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OG0002'1 MI E FROM MILLERS.
 OG0002'ABOUT 1 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 OG0002'MILLERS (COUNTY LINE), ORLEANS COUNTY, 9 POLES WEST OF MILEPOST P
 OG0002'137, 625 FEET WEST OF A COUNTY-ROAD CROSSING, 30 FEET NORTH OF THE
 OG0002'CENTERLINE OF THE ROAD, 12-1/2 FEET SOUTH OF THE SOUTH RAIL, AND ON
 OG0002'THE CENTER OF THE TOP OF THE SOUTHEAST WING WALL OF A CONCRETE
 OG0002'CULVERT.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0940 ***********************************************************************
 PH0940  DESIGNATION -  C 210
 PH0940  PID         -  PH0940
 PH0940  STATE/COUNTY-  NY/ST LAWRENCE
 PH0940  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0940
 PH0940                         *CURRENT SURVEY CONTROL
 PH0940  ___________________________________________________________________
 PH0940* NAD 83(1986)-  44 35 40.     (N)    075 18 14.     (W)     SCALED    
 PH0940* NAVD 88     -       107.520  (meters)     352.76   (feet)  ADJUSTED  
 PH0940  ___________________________________________________________________
 PH0940  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 PH0940  DYNAMIC HT  -         107.512 (meters)     352.73  (feet)  COMP
 PH0940  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 PH0940
 PH0940  VERT ORDER  -  SECOND    CLASS 0
 PH0940
 PH0940.The horizontal coordinates were scaled from a topographic map and have
 PH0940.an estimated accuracy of +/- 6 seconds.
 PH0940
 PH0940.The orthometric height was determined by differential leveling
 PH0940.and adjusted by the National Geodetic Survey in June 1991..
 PH0940
 PH0940.The geoid height was determined by GEOID03.
 PH0940
 PH0940.The dynamic height is computed by dividing the NAVD 88
 PH0940.geopotential number by the normal gravity value computed on the
 PH0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0940.degrees latitude (g = 980.6199 gals.).
 PH0940
 PH0940.The modeled gravity was interpolated from observed gravity values.
 PH0940
 PH0940;                    North         East    Units  Estimated Accuracy
 PH0940;SPC NY E     -   640,130.       86,180.      MT  (+/- 180 meters Scaled)
 PH0940
 PH0940                          SUPERSEDED SURVEY CONTROL
 PH0940
 PH0940  NGVD 29 (??/??/92)  107.659  (m)          353.21   (f) ADJ UNCH    2 0
 PH0940
 PH0940.Superseded values are not recommended for survey control.
 PH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0940.See file dsdata.txt to determine how the superseded data were derived.
 PH0940
 PH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ758379(NAD 83)
 PH0940_MARKER: DB = BENCH MARK DISK
 PH0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0940_SP_SET: CULVERT
 PH0940_STAMPING: C 210 1942
 PH0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0940
 PH0940  HISTORY     - Date     Condition        Report By
 PH0940  HISTORY     - 1942     MONUMENTED       CGS
 PH0940  HISTORY     - 1963     GOOD             NGS
 PH0940  HISTORY     - 1989     GOOD             USPSQD
 PH0940  HISTORY     - 19920723 GOOD             USPSQD
 PH0940
 PH0940                          STATION DESCRIPTION
 PH0940
 PH0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0940'0.9 MI NE FROM RENSSELAER FALLS.
 PH0940'TO REACH FROM THE POST OFFICE AT RENSSELAER FALLS, PROCEED 0.9 MILE
 PH0940'NORTHEAST ALONG STATE HIGHWAY NO. 186, TO A CONCRETE CULVERT AND SITE
 PH0940'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTHWEST END OF
 PH0940'THE SOUTHEAST HEADWALL OF A 2.0 FOOT CONCRETE CULVERT UNDER HIGHWAY.
 PH0940'IT IS 153.0 FEET NORTH OF THE NORTH CORNER OF A SMALL UNPAINTED BARN,
 PH0940'20.5 FEET SOUTHEAST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF
 PH0940'HIGHWAY.
 PH0940
 PH0940                          STATION RECOVERY (1963)
 PH0940
 PH0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0940'RECOVERED IN GOOD CONDITION.
 PH0940
 PH0940                          STATION RECOVERY (1989)
 PH0940
 PH0940'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0940'RECOVERED IN GOOD CONDITION.
 PH0940
 PH0940                          STATION RECOVERY (1992)
 PH0940
 PH0940'RECOVERY NOTE BY US POWER SQUADRON 1992 (JWW)
 PH0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0984 ***********************************************************************
 PH0984  DESIGNATION -  C 211
 PH0984  PID         -  PH0984
 PH0984  STATE/COUNTY-  NY/ST LAWRENCE
 PH0984  USGS QUAD   -  WEST POTSDAM (1964)
 PH0984
 PH0984                         *CURRENT SURVEY CONTROL
 PH0984  ___________________________________________________________________
 PH0984* NAD 83(1986)-  44 44 07.     (N)    075 06 52.     (W)     SCALED    
 PH0984* NAVD 88     -        97.773  (meters)     320.78   (feet)  ADJUSTED  
 PH0984  ___________________________________________________________________
 PH0984  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 PH0984  DYNAMIC HT  -          97.768 (meters)     320.76  (feet)  COMP
 PH0984  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 PH0984
 PH0984  VERT ORDER  -  SECOND    CLASS 0
 PH0984
 PH0984.The horizontal coordinates were scaled from a topographic map and have
 PH0984.an estimated accuracy of +/- 6 seconds.
 PH0984
 PH0984.The orthometric height was determined by differential leveling
 PH0984.and adjusted by the National Geodetic Survey in June 1991..
 PH0984
 PH0984.The geoid height was determined by GEOID03.
 PH0984
 PH0984.The dynamic height is computed by dividing the NAVD 88
 PH0984.geopotential number by the normal gravity value computed on the
 PH0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0984.degrees latitude (g = 980.6199 gals.).
 PH0984
 PH0984.The modeled gravity was interpolated from observed gravity values.
 PH0984
 PH0984;                    North         East    Units  Estimated Accuracy
 PH0984;SPC NY E     -   655,640.      101,340.      MT  (+/- 180 meters Scaled)
 PH0984
 PH0984                          SUPERSEDED SURVEY CONTROL
 PH0984
 PH0984  NGVD 29 (??/??/92)   97.905  (m)          321.21   (f) ADJ UNCH    2 0
 PH0984
 PH0984.Superseded values are not recommended for survey control.
 PH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0984.See file dsdata.txt to determine how the superseded data were derived.
 PH0984
 PH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ909535(NAD 83)
 PH0984_MARKER: DB = BENCH MARK DISK
 PH0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0984_STAMPING: C 211 1942
 PH0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0984+STABILITY: SURFACE MOTION
 PH0984
 PH0984  HISTORY     - Date     Condition        Report By
 PH0984  HISTORY     - 1942     MONUMENTED       CGS
 PH0984  HISTORY     - 1963     POOR             USGS
 PH0984
 PH0984                          STATION DESCRIPTION
 PH0984
 PH0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0984'1.3 MI SE FROM MADRID.
 PH0984'TO REACH FROM THE METHODIST CHURCH IN MADRID, PROCEED 1.3 MILE
 PH0984'SOUTHEAST ALONG STATE HIGHWAY NO. 56-A, TO THE RAILROAD CROSSING AND
 PH0984'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 90.0 FEET WEST OF THE WEST
 PH0984'CORNER OF A BROWN FRAME HOUSE.  IT IS 31.5 FEET SOUTH OF THE
 PH0984'CENTERLINE OF RAILROAD, 22.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 PH0984'BELOW THE CENTERLINE OF HIGHWAY.  IT IS 13.5 FEET EAST OF A RAILROAD
 PH0984'CROSSING SIGN, 2.0 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE.  MONUMENT IS
 PH0984'2.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 PH0984'PROJECTS 0.2 FOOT.
 PH0984
 PH0984                          STATION RECOVERY (1963)
 PH0984
 PH0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0984'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0706 ***********************************************************************
 PH0706  DESIGNATION -  C 212
 PH0706  PID         -  PH0706
 PH0706  STATE/COUNTY-  NY/FRANKLIN
 PH0706  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0706
 PH0706                         *CURRENT SURVEY CONTROL
 PH0706  ___________________________________________________________________
 PH0706* NAD 83(1986)-  44 39 52.     (N)    074 34 30.     (W)     SCALED    
 PH0706* NAVD 88     -       388.008  (meters)    1272.99   (feet)  ADJUSTED  
 PH0706  ___________________________________________________________________
 PH0706  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 PH0706  DYNAMIC HT  -         387.962 (meters)    1272.84  (feet)  COMP
 PH0706  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 PH0706
 PH0706  VERT ORDER  -  SECOND    CLASS 0
 PH0706
 PH0706.The horizontal coordinates were scaled from a topographic map and have
 PH0706.an estimated accuracy of +/- 6 seconds.
 PH0706
 PH0706.The orthometric height was determined by differential leveling
 PH0706.and adjusted by the National Geodetic Survey in June 1991..
 PH0706
 PH0706.The geoid height was determined by GEOID03.
 PH0706
 PH0706.The dynamic height is computed by dividing the NAVD 88
 PH0706.geopotential number by the normal gravity value computed on the
 PH0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0706.degrees latitude (g = 980.6199 gals.).
 PH0706
 PH0706.The modeled gravity was interpolated from observed gravity values.
 PH0706
 PH0706;                    North         East    Units  Estimated Accuracy
 PH0706;SPC NY E     -   647,590.      144,050.      MT  (+/- 180 meters Scaled)
 PH0706
 PH0706                          SUPERSEDED SURVEY CONTROL
 PH0706
 PH0706  NGVD 29 (??/??/92)  388.094  (m)         1273.27   (f) ADJ UNCH    2 0
 PH0706
 PH0706.Superseded values are not recommended for survey control.
 PH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0706.See file dsdata.txt to determine how the superseded data were derived.
 PH0706
 PH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ336457(NAD 83)
 PH0706_MARKER: DB = BENCH MARK DISK
 PH0706_SETTING: 80 = SET IN A BOULDER
 PH0706_SP_SET: BOULDER
 PH0706_STAMPING: C 212 1942
 PH0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0706+STABILITY: SURFACE MOTION
 PH0706
 PH0706  HISTORY     - Date     Condition        Report By
 PH0706  HISTORY     - 1942     MONUMENTED       CGS
 PH0706  HISTORY     - 1962     GOOD             LDA
 PH0706  HISTORY     - 19950909 GOOD             USPSQD
 PH0706
 PH0706                          STATION DESCRIPTION
 PH0706
 PH0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0706'2.3 MI SW FROM ST REGIS FALLS.
 PH0706'TO REACH FROM THE U.S. POST OFFICE AT ST. REGIS FALLS-- PROCEED
 PH0706'SOUTHERLY 0.1 MILE THENCE SOUTHWESTERLY ALONG NEW YORK STATE HIGHWAY
 PH0706'NO. 72 2.2 MILES TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 PH0706'105.0 FEET NORTH OF A ONE STORY FRAME FARM HOUSE AND 9.8 FEET EAST OF
 PH0706'A DRIVEWAY.  IT IS SET HORIZONTALLY IN THE TOP OF A LARGE GRANITE
 PH0706'BOULDER, 50.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 PH0706'LINE OF THE ROAD.
 PH0706
 PH0706                          STATION RECOVERY (1962)
 PH0706
 PH0706'RECOVERY NOTE BY L DICKERSON ASSOC 1962
 PH0706'RECOVERED IN GOOD CONDITION.
 PH0706
 PH0706                          STATION RECOVERY (1995)
 PH0706
 PH0706'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0741 ***********************************************************************
 PH0741  DESIGNATION -  C 213
 PH0741  PID         -  PH0741
 PH0741  STATE/COUNTY-  NY/ST LAWRENCE
 PH0741  USGS QUAD   -  RAINBOW FALLS (1980)
 PH0741
 PH0741                         *CURRENT SURVEY CONTROL
 PH0741  ___________________________________________________________________
 PH0741* NAD 83(1986)-  44 34 51.     (N)    074 46 21.     (W)     SCALED    
 PH0741* NAVD 88     -       372.023  (meters)    1220.55   (feet)  ADJUSTED  
 PH0741  ___________________________________________________________________
 PH0741  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 PH0741  DYNAMIC HT  -         371.978 (meters)    1220.40  (feet)  COMP
 PH0741  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 PH0741
 PH0741  VERT ORDER  -  SECOND    CLASS 0
 PH0741
 PH0741.The horizontal coordinates were scaled from a topographic map and have
 PH0741.an estimated accuracy of +/- 6 seconds.
 PH0741
 PH0741.The orthometric height was determined by differential leveling
 PH0741.and adjusted by the National Geodetic Survey in June 1991..
 PH0741
 PH0741.The geoid height was determined by GEOID03.
 PH0741
 PH0741.The dynamic height is computed by dividing the NAVD 88
 PH0741.geopotential number by the normal gravity value computed on the
 PH0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0741.degrees latitude (g = 980.6199 gals.).
 PH0741
 PH0741.The modeled gravity was interpolated from observed gravity values.
 PH0741
 PH0741;                    North         East    Units  Estimated Accuracy
 PH0741;SPC NY E     -   638,330.      128,360.      MT  (+/- 180 meters Scaled)
 PH0741
 PH0741                          SUPERSEDED SURVEY CONTROL
 PH0741
 PH0741  NGVD 29 (??/??/92)  372.127  (m)         1220.89   (f) ADJ UNCH    2 0
 PH0741
 PH0741.Superseded values are not recommended for survey control.
 PH0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0741.See file dsdata.txt to determine how the superseded data were derived.
 PH0741
 PH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ180364(NAD 83)
 PH0741_MARKER: DB = BENCH MARK DISK
 PH0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0741_STAMPING: C 213 1942
 PH0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0741+STABILITY: SURFACE MOTION
 PH0741
 PH0741  HISTORY     - Date     Condition        Report By
 PH0741  HISTORY     - 1942     MONUMENTED       CGS
 PH0741
 PH0741                          STATION DESCRIPTION
 PH0741
 PH0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0741'4.6 MI SE FROM PARISHVILLE.
 PH0741'TO REACH FROM THE TOWN HALL OF PARISHVILLE-- PROCEED WESTERLY ALONG
 PH0741'NEW YORK STATE HIGHWAY NO. 72 0.2 MILE, THENCE SOUTHEASTERLY ALONG
 PH0741'COUNTY ROAD 4.4 MILES TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 PH0741'ABOUT 1.5 MILES SOUTH OF SCHOOLHOUSE (HOPKINTON DISTRICT NO. 11). 54.7
 PH0741'FEET NORTHWEST OF TINE COVERED FRAME HOUSE.  IT IS 21.1 FEET EAST OF
 PH0741'AND ABOUT 0.7 FEET ABOVE THE CENTER LINE OF THE ROAD 90.0 FEET EAST OF
 PH0741'OLD GRAVEL PIT,  24.4 FEET NORTH OF THE DRIVEWAY AND 3.5 FEET NORTH OF
 PH0741'A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0352 ***********************************************************************
 PH0352  DESIGNATION -  C 214
 PH0352  PID         -  PH0352
 PH0352  STATE/COUNTY-  NY/FRANKLIN
 PH0352  USGS QUAD   -  MOUNT MATUMBLA (1968)
 PH0352
 PH0352                         *CURRENT SURVEY CONTROL
 PH0352  ___________________________________________________________________
 PH0352* NAD 83(1986)-  44 16 30.     (N)    074 30 29.     (W)     SCALED    
 PH0352* NAVD 88     -       491.909  (meters)    1613.87   (feet)  ADJUSTED  
 PH0352  ___________________________________________________________________
 PH0352  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PH0352  DYNAMIC HT  -         491.821 (meters)    1613.58  (feet)  COMP
 PH0352  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 PH0352
 PH0352  VERT ORDER  -  FIRST     CLASS II
 PH0352
 PH0352.The horizontal coordinates were scaled from a topographic map and have
 PH0352.an estimated accuracy of +/- 6 seconds.
 PH0352
 PH0352.The orthometric height was determined by differential leveling
 PH0352.and adjusted by the National Geodetic Survey in June 1991..
 PH0352
 PH0352.The geoid height was determined by GEOID03.
 PH0352
 PH0352.The dynamic height is computed by dividing the NAVD 88
 PH0352.geopotential number by the normal gravity value computed on the
 PH0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0352.degrees latitude (g = 980.6199 gals.).
 PH0352
 PH0352.The modeled gravity was interpolated from observed gravity values.
 PH0352
 PH0352;                    North         East    Units  Estimated Accuracy
 PH0352;SPC NY E     -   604,320.      149,360.      MT  (+/- 180 meters Scaled)
 PH0352
 PH0352                          SUPERSEDED SURVEY CONTROL
 PH0352
 PH0352  NGVD 29 (??/??/92)  491.969  (m)         1614.07   (f) ADJ UNCH    1 2
 PH0352
 PH0352.Superseded values are not recommended for survey control.
 PH0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0352.See file dsdata.txt to determine how the superseded data were derived.
 PH0352
 PH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ392025(NAD 83)
 PH0352_MARKER: DB = BENCH MARK DISK
 PH0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0352_STAMPING: C 214 1942
 PH0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0352+STABILITY: SURFACE MOTION
 PH0352
 PH0352  HISTORY     - Date     Condition        Report By
 PH0352  HISTORY     - 1942     MONUMENTED       CGS
 PH0352  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0352
 PH0352                          STATION DESCRIPTION
 PH0352
 PH0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0352'3.0 MI N FROM TUPPER LAKE.
 PH0352'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT TUPPER LAKE--
 PH0352'PROCEED 0.6 MILE NORTHWESTERLY ON STATE HIGHWAY NO. 3 TO A SIDE ROAD
 PH0352'INTERSECTION LEADING NORTH, THENCE 2.4 MILES NORTHERLY ON A DIRT ROAD
 PH0352'PREVIOUSLY USED AS A RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT
 PH0352'AN 8-FOOT CUT, 40.8 FEET SOUTHEAST OF AND ABOUT 2.0 FEET ABOVE THE
 PH0352'CENTERLINE OF ROAD.  IT IS 36.0 FEET NORTHEAST OF TELEPHONE NO.
 PH0352'NYCL-WUT-241, AND 3.5 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 PH0352'IT IS ABOUT 0.85 MILE SOUTH OF A SIDE ROAD INTERSECTION LEADING EAST.
 PH0352
 PH0352                          STATION RECOVERY (1975)
 PH0352
 PH0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0024 ***********************************************************************
 PJ0024  DESIGNATION -  C 216
 PJ0024  PID         -  PJ0024
 PJ0024  STATE/COUNTY-  NY/JEFFERSON
 PJ0024  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0024
 PJ0024                         *CURRENT SURVEY CONTROL
 PJ0024  ___________________________________________________________________
 PJ0024* NAD 83(1986)-  44 03 48.     (N)    076 17 28.     (W)     SCALED    
 PJ0024* NAVD 88     -        76.861  (meters)     252.17   (feet)  ADJUSTED  
 PJ0024  ___________________________________________________________________
 PJ0024  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 PJ0024  DYNAMIC HT  -          76.850 (meters)     252.13  (feet)  COMP
 PJ0024  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 PJ0024
 PJ0024  VERT ORDER  -  FIRST     CLASS II
 PJ0024
 PJ0024.The horizontal coordinates were scaled from a topographic map and have
 PJ0024.an estimated accuracy of +/- 6 seconds.
 PJ0024
 PJ0024.The orthometric height was determined by differential leveling
 PJ0024.and adjusted by the National Geodetic Survey in June 1991..
 PJ0024.WARNING-Repeat measurements at this control monument indicate possible
 PJ0024.vertical movement.
 PJ0024
 PJ0024.The geoid height was determined by GEOID03.
 PJ0024
 PJ0024.The dynamic height is computed by dividing the NAVD 88
 PJ0024.geopotential number by the normal gravity value computed on the
 PJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0024.degrees latitude (g = 980.6199 gals.).
 PJ0024
 PJ0024.The modeled gravity was interpolated from observed gravity values.
 PJ0024
 PJ0024;                    North         East    Units  Estimated Accuracy
 PJ0024;SPC NY C     -   451,340.      273,410.      MT  (+/- 180 meters Scaled)
 PJ0024
 PJ0024                          SUPERSEDED SURVEY CONTROL
 PJ0024
 PJ0024  NGVD 29 (??/??/92)   77.001  (m)          252.63   (f) ADJ UNCH    1 2
 PJ0024
 PJ0024.Superseded values are not recommended for survey control.
 PJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0024.See file dsdata.txt to determine how the superseded data were derived.
 PJ0024
 PJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP965797(NAD 83)
 PJ0024_MARKER: DB = BENCH MARK DISK
 PJ0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0024_SP_SET: WALL
 PJ0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0024
 PJ0024  HISTORY     - Date     Condition        Report By
 PJ0024  HISTORY     - UNK      MONUMENTED       CGS
 PJ0024  HISTORY     - 1967     GOOD             NGS
 PJ0024  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 PJ0024
 PJ0024                          STATION DESCRIPTION
 PJ0024
 PJ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0024'5.1 MI SE FROM CAPE VINCENT.
 PJ0024'C 216 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 PJ0024'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 5.1 MILES SOUTHEAST
 PJ0024'OF INTERSECTION OF TIBBETTS POINT AND PLEASANT VALLEY ROADS AT
 PJ0024'SOUTHWEST END OF CAPE VINCENT, AT NORTH END OF NORTHEAST WALL OF
 PJ0024'BRIDGE OVER FOX CREEK, 12 FEET NORTHEAST OF CENTERLINE OF PLEASANT
 PJ0024'VALLEY ROAD, ABOUT FLUSH WITH THE ROAD SURFACE, BEING HIGHEST POINT
 PJ0024'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE WALL.
 PJ0024
 PJ0024                          STATION RECOVERY (1995)
 PJ0024
 PJ0024'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0060 ***********************************************************************
 PJ0060  DESIGNATION -  C 217
 PJ0060  PID         -  PJ0060
 PJ0060  STATE/COUNTY-  NY/JEFFERSON
 PJ0060  USGS QUAD   -  CHAUMONT (1958)
 PJ0060
 PJ0060                         *CURRENT SURVEY CONTROL
 PJ0060  ___________________________________________________________________
 PJ0060* NAD 83(1986)-  44 05 12.     (N)    076 10 23.     (W)     SCALED    
 PJ0060* NAVD 88     -        94.429  (meters)     309.81   (feet)  ADJUSTED  
 PJ0060  ___________________________________________________________________
 PJ0060  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 PJ0060  DYNAMIC HT  -          94.416 (meters)     309.76  (feet)  COMP
 PJ0060  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 PJ0060
 PJ0060  VERT ORDER  -  SECOND    CLASS 0
 PJ0060
 PJ0060.The horizontal coordinates were scaled from a topographic map and have
 PJ0060.an estimated accuracy of +/- 6 seconds.
 PJ0060
 PJ0060.The orthometric height was determined by differential leveling
 PJ0060.and adjusted by the National Geodetic Survey in June 1991..
 PJ0060
 PJ0060.The geoid height was determined by GEOID03.
 PJ0060
 PJ0060.The dynamic height is computed by dividing the NAVD 88
 PJ0060.geopotential number by the normal gravity value computed on the
 PJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0060.degrees latitude (g = 980.6199 gals.).
 PJ0060
 PJ0060.The modeled gravity was interpolated from observed gravity values.
 PJ0060
 PJ0060;                    North         East    Units  Estimated Accuracy
 PJ0060;SPC NY C     -   453,980.      282,860.      MT  (+/- 180 meters Scaled)
 PJ0060
 PJ0060                          SUPERSEDED SURVEY CONTROL
 PJ0060
 PJ0060  NGVD 29 (??/??/92)   94.569  (m)          310.27   (f) ADJ UNCH    2 0
 PJ0060
 PJ0060.Superseded values are not recommended for survey control.
 PJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0060.See file dsdata.txt to determine how the superseded data were derived.
 PJ0060
 PJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP060821(NAD 83)
 PJ0060_MARKER: DB = BENCH MARK DISK
 PJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0060_STAMPING: C 217 1942
 PJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0060+STABILITY: SURFACE MOTION
 PJ0060
 PJ0060  HISTORY     - Date     Condition        Report By
 PJ0060  HISTORY     - 1942     MONUMENTED       CGS
 PJ0060
 PJ0060                          STATION DESCRIPTION
 PJ0060
 PJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0060'0.9 MI SE FROM THREE MILE BAY.
 PJ0060'BENCH MARK IS ALONG THE NEW YORK CENTRAL RAILROAD AT A ROAD CROSSING,
 PJ0060'IT IS 28.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 23.0 FEET SOUTH
 PJ0060'OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF THE RAILROAD, 3.0
 PJ0060'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND AT THE NORTH EDGE
 PJ0060'OF A PILE OF ROCKS.
 PJ0060'MONUMENT PROJECT 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0140 ***********************************************************************
 PJ0140  DESIGNATION -  C 218
 PJ0140  PID         -  PJ0140
 PJ0140  STATE/COUNTY-  NY/JEFFERSON
 PJ0140  USGS QUAD   -  CLAYTON (1980)
 PJ0140
 PJ0140                         *CURRENT SURVEY CONTROL
 PJ0140  ___________________________________________________________________
 PJ0140* NAD 83(1986)-  44 11 06.     (N)    076 04 55.     (W)     SCALED    
 PJ0140* NAVD 88     -       117.339  (meters)     384.97   (feet)  ADJUSTED  
 PJ0140  ___________________________________________________________________
 PJ0140  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PJ0140  DYNAMIC HT  -         117.324 (meters)     384.92  (feet)  COMP
 PJ0140  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 PJ0140
 PJ0140  VERT ORDER  -  SECOND    CLASS 0
 PJ0140
 PJ0140.The horizontal coordinates were scaled from a topographic map and have
 PJ0140.an estimated accuracy of +/- 6 seconds.
 PJ0140
 PJ0140.The orthometric height was determined by differential leveling
 PJ0140.and adjusted by the National Geodetic Survey in June 1991..
 PJ0140
 PJ0140.The geoid height was determined by GEOID03.
 PJ0140
 PJ0140.The dynamic height is computed by dividing the NAVD 88
 PJ0140.geopotential number by the normal gravity value computed on the
 PJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0140.degrees latitude (g = 980.6199 gals.).
 PJ0140
 PJ0140.The modeled gravity was interpolated from observed gravity values.
 PJ0140
 PJ0140;                    North         East    Units  Estimated Accuracy
 PJ0140;SPC NY C     -   464,940.      290,090.      MT  (+/- 180 meters Scaled)
 PJ0140
 PJ0140                          SUPERSEDED SURVEY CONTROL
 PJ0140
 PJ0140  NGVD 29 (??/??/92)  117.484  (m)          385.45   (f) ADJ UNCH    2 0
 PJ0140
 PJ0140.Superseded values are not recommended for survey control.
 PJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0140.See file dsdata.txt to determine how the superseded data were derived.
 PJ0140
 PJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP135929(NAD 83)
 PJ0140_MARKER: DB = BENCH MARK DISK
 PJ0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0140_SP_SET: CULVERT
 PJ0140_STAMPING: C 218 1942
 PJ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0140
 PJ0140  HISTORY     - Date     Condition        Report By
 PJ0140  HISTORY     - 1942     MONUMENTED       CGS
 PJ0140  HISTORY     - 19940828 MARK NOT FOUND   USPSQD
 PJ0140  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PJ0140
 PJ0140                          STATION DESCRIPTION
 PJ0140
 PJ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0140'3.4 MI N FROM DEPAUVILLE.
 PJ0140'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 12 AND NO. 179
 PJ0140'AT DEPAUVILLE, PROCEED NORTHERLY ON STATE HIGHWAY NO. 12 AND GO 3.4
 PJ0140'MILES TO A CONCRETE CULVERT NEAR THE INTERSECTION OF A T ROAD AND
 PJ0140'SITE OF BENCH MARK.
 PJ0140'BENCH MARK IS SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL
 PJ0140'OF THE CONCRETE CULVERT, IT IS ABOUT 100.0 FEET SOUTH OF THE POINT
 PJ0140'OF THE INTERSECTION, 23.0 FEET EAST OF AND ABOUT ONE FOOT BELOW THE
 PJ0140'CENTER LINE OF THE HIGHWAY.
 PJ0140
 PJ0140                          STATION RECOVERY (1994)
 PJ0140
 PJ0140'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0140'MARK NOT FOUND.
 PJ0140
 PJ0140                          STATION RECOVERY (2005)
 PJ0140
 PJ0140'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 PJ0140'CULVERT HAS BEEN REPLACED. NO SIGN OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1356 ***********************************************************************
 PH1356  DESIGNATION -  C 219
 PH1356  PID         -  PH1356
 PH1356  STATE/COUNTY-  NY/JEFFERSON
 PH1356  USGS QUAD   -  THERESA (1958)
 PH1356
 PH1356                         *CURRENT SURVEY CONTROL
 PH1356  ___________________________________________________________________
 PH1356* NAD 83(1986)-  44 12 36.     (N)    075 46 23.     (W)     SCALED    
 PH1356* NAVD 88     -       142.887  (meters)     468.79   (feet)  ADJUSTED  
 PH1356  ___________________________________________________________________
 PH1356  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 PH1356  DYNAMIC HT  -         142.868 (meters)     468.73  (feet)  COMP
 PH1356  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PH1356
 PH1356  VERT ORDER  -  SECOND    CLASS 0
 PH1356
 PH1356.The horizontal coordinates were scaled from a topographic map and have
 PH1356.an estimated accuracy of +/- 6 seconds.
 PH1356
 PH1356.The orthometric height was determined by differential leveling
 PH1356.and adjusted by the National Geodetic Survey in June 1991..
 PH1356
 PH1356.The geoid height was determined by GEOID03.
 PH1356
 PH1356.The dynamic height is computed by dividing the NAVD 88
 PH1356.geopotential number by the normal gravity value computed on the
 PH1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1356.degrees latitude (g = 980.6199 gals.).
 PH1356
 PH1356.The modeled gravity was interpolated from observed gravity values.
 PH1356
 PH1356;                    North         East    Units  Estimated Accuracy
 PH1356;SPC NY C     -   467,920.      314,760.      MT  (+/- 180 meters Scaled)
 PH1356
 PH1356                          SUPERSEDED SURVEY CONTROL
 PH1356
 PH1356  NGVD 29 (??/??/92)  143.037  (m)          469.28   (f) ADJ UNCH    2 0
 PH1356
 PH1356.Superseded values are not recommended for survey control.
 PH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1356.See file dsdata.txt to determine how the superseded data were derived.
 PH1356
 PH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP382954(NAD 83)
 PH1356_MARKER: DB = BENCH MARK DISK
 PH1356_SETTING: 66 = SET IN ROCK OUTCROP
 PH1356_SP_SET: ROCK OUTCROP
 PH1356_STAMPING: C 219 1942
 PH1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1356+STABILITY: POSITION/ELEVATION WELL
 PH1356
 PH1356  HISTORY     - Date     Condition        Report By
 PH1356  HISTORY     - 1942     MONUMENTED       CGS
 PH1356  HISTORY     - 1965     MARK NOT FOUND   LDA
 PH1356  HISTORY     - 19970819 MARK NOT FOUND   USPSQD
 PH1356
 PH1356                          STATION DESCRIPTION
 PH1356
 PH1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1356'1.3 MI SE FROM THERESA.
 PH1356'TO REACH FROM THE POST OFFICE AT THERESA, PROCEED SOUTHEASTERLY ON
 PH1356'STATE HIGHWAY NO. 26, GO 0.7 MILE TO THE INTERSECTION OF STATE HIGHWAY
 PH1356'NO. 411, CONTINUE SOUTHWESTERLY ON STATE HIGHWAY NO. 411 AND GO 0.6
 PH1356'MILE TO A LARGE STONE OUTCROP AT TOP OF A SMALL HILL AND SITE OF BENCH
 PH1356'MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTHWEST END OF
 PH1356'THE OUTCROP, IT IS ABOUT THE CENTER OF THE SUMMIT OF THE HILL, 24.0
 PH1356'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 PH1356'THE HIGHWAY, 8.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 7.0
 PH1356'FEET SOUTHWEST OF THE EDGE OF HIGHWAY CUT.
 PH1356
 PH1356                          STATION RECOVERY (1965)
 PH1356
 PH1356'RECOVERY NOTE BY L DICKERSON ASSOC 1965
 PH1356'MARK NOT FOUND.
 PH1356
 PH1356                          STATION RECOVERY (1997)
 PH1356
 PH1356'RECOVERY NOTE BY US POWER SQUADRON 1997
 PH1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0805 ***********************************************************************
 OF0805  DESIGNATION -  C 22 RESET 1975
 OF0805  PID         -  OF0805
 OF0805  STATE/COUNTY-  NY/MONROE
 OF0805  USGS QUAD   -  WEBSTER (1978)
 OF0805
 OF0805                         *CURRENT SURVEY CONTROL
 OF0805  ___________________________________________________________________
 OF0805* NAD 83(1986)-  43 13 05.     (N)    077 25 48.     (W)     SCALED    
 OF0805* NAVD 88     -       123.89   (+/-2cm)     406.5    (feet)  VERTCON   
 OF0805  ___________________________________________________________________
 OF0805  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OF0805
 OF0805  VERT ORDER  -  THIRD (See Below)
 OF0805
 OF0805.The horizontal coordinates were scaled from a topographic map and have
 OF0805.an estimated accuracy of +/- 6 seconds.
 OF0805
 OF0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0805.The vertical order pertains to the NGVD 29 superseded value.
 OF0805
 OF0805.The geoid height was determined by GEOID03.
 OF0805
 OF0805;                    North         East    Units  Estimated Accuracy
 OF0805;SPC NY W     -   358,040.      443,710.      MT  (+/- 180 meters Scaled)
 OF0805
 OF0805                          SUPERSEDED SURVEY CONTROL
 OF0805
 OF0805  NGVD 29 (09/01/04)  124.09   (m)          407.1    (f) RESET       3  
 OF0805
 OF0805.Superseded values are not recommended for survey control.
 OF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0805.See file dsdata.txt to determine how the superseded data were derived.
 OF0805
 OF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN026878(NAD 83)
 OF0805_MARKER: DB = BENCH MARK DISK
 OF0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0805_STAMPING: C 22 RESET 1975
 OF0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0805+STABILITY: SURFACE MOTION
 OF0805
 OF0805  HISTORY     - Date     Condition        Report By
 OF0805  HISTORY     - 1975     MONUMENTED       NGS
 OF0805
 OF0805                          STATION DESCRIPTION
 OF0805
 OF0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0805'AT WEBSTER.
 OF0805'STANDARD DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 OF0805'FLUSH WITH THE GROUND, 0.4 MILE NORTH ALONG NORTH STREET FROM MAIN
 OF0805'STREET IN WEBSTER TO MARK ON RIGHT, 46.2 FEET NORTH OF NORTH RAIL
 OF0805'OF RAILROAD TRACKS, 20.6 FEET EAST OF CENTER OF NORTH AVENUE, 3.8
 OF0805'FEET SOUTH OF POWER POLE RG AND E 99, 2.2 FEET EAST OF CURB AND
 OF0805'1 FOOT WEST OF WEST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1256 ***********************************************************************
 PH1256  DESIGNATION -  C 220
 PH1256  PID         -  PH1256
 PH1256  STATE/COUNTY-  NY/JEFFERSON
 PH1256  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1256
 PH1256                         *CURRENT SURVEY CONTROL
 PH1256  ___________________________________________________________________
 PH1256* NAD 83(1986)-  44 18 19.     (N)    075 55 12.     (W)     SCALED    
 PH1256* NAVD 88     -        99.138  (meters)     325.26   (feet)  ADJUSTED  
 PH1256  ___________________________________________________________________
 PH1256  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 PH1256  DYNAMIC HT  -          99.127 (meters)     325.22  (feet)  COMP
 PH1256  MODELED GRAV-     980,501.1   (mgal)                       NAVD 88
 PH1256
 PH1256  VERT ORDER  -  SECOND    CLASS 0
 PH1256
 PH1256.The horizontal coordinates were scaled from a topographic map and have
 PH1256.an estimated accuracy of +/- 6 seconds.
 PH1256
 PH1256.The orthometric height was determined by differential leveling
 PH1256.and adjusted by the National Geodetic Survey in June 1991..
 PH1256
 PH1256.The geoid height was determined by GEOID03.
 PH1256
 PH1256.The dynamic height is computed by dividing the NAVD 88
 PH1256.geopotential number by the normal gravity value computed on the
 PH1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1256.degrees latitude (g = 980.6199 gals.).
 PH1256
 PH1256.The modeled gravity was interpolated from observed gravity values.
 PH1256
 PH1256;                    North         East    Units  Estimated Accuracy
 PH1256;SPC NY C     -   478,400.      302,930.      MT  (+/- 180 meters Scaled)
 PH1256
 PH1256                          SUPERSEDED SURVEY CONTROL
 PH1256
 PH1256  NGVD 29 (??/??/92)   99.276  (m)          325.71   (f) ADJ UNCH    2 0
 PH1256
 PH1256.Superseded values are not recommended for survey control.
 PH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1256.See file dsdata.txt to determine how the superseded data were derived.
 PH1256
 PH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ266061(NAD 83)
 PH1256_MARKER: DB = BENCH MARK DISK
 PH1256_SETTING: 66 = SET IN ROCK OUTCROP
 PH1256_SP_SET: ROCK OUTCROP
 PH1256_STAMPING: C 220 1942
 PH1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1256+STABILITY: POSITION/ELEVATION WELL
 PH1256
 PH1256  HISTORY     - Date     Condition        Report By
 PH1256  HISTORY     - 1942     MONUMENTED       CGS
 PH1256  HISTORY     - 19970729 MARK NOT FOUND   USPSQD
 PH1256
 PH1256                          STATION DESCRIPTION
 PH1256
 PH1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1256'2.4 MI S FROM ALEXANDRIA BAY.
 PH1256'TO REACH FROM THE REFORMED CHURCH AT ALEXANDRIA BAY, PROCEED
 PH1256'SOUTHEASTERLY ON STATE HIGHWAY NO. 20, GO 1.0 MILE TO THE INTERSECTION
 PH1256'OF PAVED COUNTY ROAD, TURN SOUTHWESTERLY (RIGHT) ON TO COUNTY ROAD AND
 PH1256'GO 1.4 MILES TO A LARGE FLAT SANDSTONE OUTCROP AND SITE OF BENCH MARK.
 PH1256'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SANDSTONE OUTCROP, IT IS
 PH1256'ABOUT 100.0 FEET NORTHEAST OF A SMALL HOUSE, 27.0 FEET SOUTHWEST OF A
 PH1256'TELEPHONE POLE WITH BRACE, 18.0 FEET EAST OF AND ABOUT THE SAME
 PH1256'ELEVATION AS THE CENTER LINE OF THE ROAD, 6.0 FEET WEST OF THE
 PH1256'RIGHT-OF-WAY FENCE.
 PH1256
 PH1256                          STATION RECOVERY (1997)
 PH1256
 PH1256'RECOVERY NOTE BY US POWER SQUADRON 1997
 PH1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1278 ***********************************************************************
 PH1278  DESIGNATION -  C 221
 PH1278  PID         -  PH1278
 PH1278  STATE/COUNTY-  NY/JEFFERSON
 PH1278  USGS QUAD   -  REDWOOD (1982)
 PH1278
 PH1278                         *CURRENT SURVEY CONTROL
 PH1278  ___________________________________________________________________
 PH1278* NAD 83(1986)-  44 18 40.     (N)    075 48 13.     (W)     SCALED    
 PH1278* NAVD 88     -       103.776  (meters)     340.47   (feet)  ADJUSTED  
 PH1278  ___________________________________________________________________
 PH1278  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 PH1278  DYNAMIC HT  -         103.764 (meters)     340.43  (feet)  COMP
 PH1278  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 PH1278
 PH1278  VERT ORDER  -  SECOND    CLASS 0
 PH1278
 PH1278.The horizontal coordinates were scaled from a topographic map and have
 PH1278.an estimated accuracy of +/- 6 seconds.
 PH1278
 PH1278.The orthometric height was determined by differential leveling
 PH1278.and adjusted by the National Geodetic Survey in June 1991..
 PH1278
 PH1278.The geoid height was determined by GEOID03.
 PH1278
 PH1278.The dynamic height is computed by dividing the NAVD 88
 PH1278.geopotential number by the normal gravity value computed on the
 PH1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1278.degrees latitude (g = 980.6199 gals.).
 PH1278
 PH1278.The modeled gravity was interpolated from observed gravity values.
 PH1278
 PH1278;                    North         East    Units  Estimated Accuracy
 PH1278;SPC NY C     -   479,130.      312,210.      MT  (+/- 180 meters Scaled)
 PH1278
 PH1278                          SUPERSEDED SURVEY CONTROL
 PH1278
 PH1278  NGVD 29 (??/??/92)  103.915  (m)          340.93   (f) ADJ UNCH    2 0
 PH1278
 PH1278.Superseded values are not recommended for survey control.
 PH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1278.See file dsdata.txt to determine how the superseded data were derived.
 PH1278
 PH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ359067(NAD 83)
 PH1278_MARKER: DB = BENCH MARK DISK
 PH1278_SETTING: 66 = SET IN ROCK OUTCROP
 PH1278_SP_SET: ROCK LEDGE
 PH1278_STAMPING: C 221 1942
 PH1278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1278+STABILITY: POSITION/ELEVATION WELL
 PH1278
 PH1278  HISTORY     - Date     Condition        Report By
 PH1278  HISTORY     - 1942     MONUMENTED       CGS
 PH1278  HISTORY     - 19950918 GOOD             USPSQD
 PH1278
 PH1278                          STATION DESCRIPTION
 PH1278
 PH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1278'0.8 MI N FROM REDWOOD.
 PH1278'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT REDWOOD,
 PH1278'PROCEED NORTHERLY ON STATE HIGHWAY NO. 37 AND GO 0.8 MILE TO THE SOUTH
 PH1278'END OF A LONG ROCK LEDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1278'HORIZONTALLY IN TOP OF THE SOUTH END OF THE LEDGE, IT IS ABOUT 0.1
 PH1278'MILE SOUTH OF A LARGE SQUARE FARM HOUSE, 45.0 FEET NORTHEAST OF A
 PH1278'FENCH CORNER, 42.0 FEET EAST OF AND ABOUT 4.0 FEET ABOVE THE CENTER
 PH1278'LINE OF THE HIGHWAY, 21.0 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 PH1278
 PH1278                          STATION RECOVERY (1995)
 PH1278
 PH1278'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1288 ***********************************************************************
 PH1288  DESIGNATION -  C 222
 PH1288  PID         -  PH1288
 PH1288  STATE/COUNTY-  NY/JEFFERSON
 PH1288  USGS QUAD   -  ANTWERP (1982)
 PH1288
 PH1288                         *CURRENT SURVEY CONTROL
 PH1288  ___________________________________________________________________
 PH1288* NAD 83(1986)-  44 13 53.     (N)    075 37 05.     (W)     SCALED    
 PH1288* NAVD 88     -       171.611  (meters)     563.03   (feet)  ADJUSTED  
 PH1288  ___________________________________________________________________
 PH1288  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 PH1288  DYNAMIC HT  -         171.590 (meters)     562.96  (feet)  COMP
 PH1288  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 PH1288
 PH1288  VERT ORDER  -  SECOND    CLASS 0
 PH1288
 PH1288.The horizontal coordinates were scaled from a topographic map and have
 PH1288.an estimated accuracy of +/- 6 seconds.
 PH1288
 PH1288.The orthometric height was determined by differential leveling
 PH1288.and adjusted by the National Geodetic Survey in June 1991..
 PH1288
 PH1288.The geoid height was determined by GEOID03.
 PH1288
 PH1288.The dynamic height is computed by dividing the NAVD 88
 PH1288.geopotential number by the normal gravity value computed on the
 PH1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1288.degrees latitude (g = 980.6199 gals.).
 PH1288
 PH1288.The modeled gravity was interpolated from observed gravity values.
 PH1288
 PH1288;                    North         East    Units  Estimated Accuracy
 PH1288;SPC NY C     -   470,430.      327,120.      MT  (+/- 180 meters Scaled)
 PH1288
 PH1288                          SUPERSEDED SURVEY CONTROL
 PH1288
 PH1288  NGVD 29 (??/??/92)  171.759  (m)          563.51   (f) ADJ UNCH    2 0
 PH1288
 PH1288.Superseded values are not recommended for survey control.
 PH1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1288.See file dsdata.txt to determine how the superseded data were derived.
 PH1288
 PH1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP506977(NAD 83)
 PH1288_MARKER: DB = BENCH MARK DISK
 PH1288_SETTING: 66 = SET IN ROCK OUTCROP
 PH1288_SP_SET: ROCK OUTCROP
 PH1288_STAMPING: C 222 1942
 PH1288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1288+STABILITY: POSITION/ELEVATION WELL
 PH1288
 PH1288  HISTORY     - Date     Condition        Report By
 PH1288  HISTORY     - 1942     MONUMENTED       CGS
 PH1288  HISTORY     - 1954     GOOD             AMS
 PH1288
 PH1288                          STATION DESCRIPTION
 PH1288
 PH1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1288'2.1 MI N FROM ANTWERP.
 PH1288'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 11 AND STATE
 PH1288'HIGHWAY NO. 26 AT ANTWERP, PROCEED NORTHERLY ON U.S. HIGHWAY NO. 11,
 PH1288'GO 1.1 MILES TO THE INTERSECTION OF THE ROAD TO OXBOW, CONTINUE
 PH1288'NORTHERLY ON THE OXBOW ROAD AND GO 1.0 MILE TO SITE OF BENCH MARK.
 PH1288'BENCH MARK IS SET HORIZONTALLY IN TOP OF A GRAY GRANITE OUTCROP, IT IS
 PH1288'ABOUT 125.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 29.0
 PH1288'FEET EAST OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF THE ROAD, 9.0
 PH1288'FEET EAST OF A 2.5 FOOT ELM TREE.
 PH1288
 PH1288                          STATION RECOVERY (1954)
 PH1288
 PH1288'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 PH1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1216 ***********************************************************************
 PH1216  DESIGNATION -  C 223
 PH1216  PID         -  PH1216
 PH1216  STATE/COUNTY-  NY/JEFFERSON
 PH1216  USGS QUAD   -  BLACK RIVER (1982)
 PH1216
 PH1216                         *CURRENT SURVEY CONTROL
 PH1216  ___________________________________________________________________
 PH1216* NAD 83(1986)-  44 07 22.     (N)    075 45 00.     (W)     SCALED    
 PH1216* NAVD 88     -       151.021  (meters)     495.47   (feet)  ADJUSTED  
 PH1216  ___________________________________________________________________
 PH1216  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 PH1216  DYNAMIC HT  -         150.999 (meters)     495.40  (feet)  COMP
 PH1216  MODELED GRAV-     980,467.9   (mgal)                       NAVD 88
 PH1216
 PH1216  VERT ORDER  -  FIRST     CLASS II
 PH1216
 PH1216.The horizontal coordinates were scaled from a topographic map and have
 PH1216.an estimated accuracy of +/- 6 seconds.
 PH1216
 PH1216.The orthometric height was determined by differential leveling
 PH1216.and adjusted by the National Geodetic Survey in June 1991..
 PH1216
 PH1216.The geoid height was determined by GEOID03.
 PH1216
 PH1216.The dynamic height is computed by dividing the NAVD 88
 PH1216.geopotential number by the normal gravity value computed on the
 PH1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1216.degrees latitude (g = 980.6199 gals.).
 PH1216
 PH1216.The modeled gravity was interpolated from observed gravity values.
 PH1216
 PH1216;                    North         East    Units  Estimated Accuracy
 PH1216;SPC NY C     -   458,250.      316,700.      MT  (+/- 180 meters Scaled)
 PH1216
 PH1216                          SUPERSEDED SURVEY CONTROL
 PH1216
 PH1216  NGVD 29 (??/??/92)  151.152  (m)          495.90   (f) ADJ UNCH    1 2
 PH1216
 PH1216.Superseded values are not recommended for survey control.
 PH1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1216.See file dsdata.txt to determine how the superseded data were derived.
 PH1216
 PH1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP399857(NAD 83)
 PH1216_MARKER: DB = BENCH MARK DISK
 PH1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1216_SP_SET: CULVERT
 PH1216_STAMPING: C 223 1942
 PH1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1216
 PH1216  HISTORY     - Date     Condition        Report By
 PH1216  HISTORY     - 1942     MONUMENTED       CGS
 PH1216
 PH1216                          STATION DESCRIPTION
 PH1216
 PH1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1216'2.9 MI SW FROM PHILADELPHIA.
 PH1216'BENCH MARK IS ALONG THE NEW YORK CENTRAL RAILROAD SET HORIZONTALLY IN
 PH1216'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 PH1216'CULVERT NO. 93, IT IS 525.0 FEET SOUTHWEST OF MILE POST NO. 87, 15.4
 PH1216'FEET SOUTHEAST OF AND ABOUT 4.0 FEET BELOW THE CENTER LINE OF THE
 PH1216'SOUTHEAST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1327 ***********************************************************************
 PH1327  DESIGNATION -  C 224
 PH1327  PID         -  PH1327
 PH1327  STATE/COUNTY-  NY/ST LAWRENCE
 PH1327  USGS QUAD   -  POPE MILLS (1980)
 PH1327
 PH1327                         *CURRENT SURVEY CONTROL
 PH1327  ___________________________________________________________________
 PH1327* NAD 83(1986)-  44 29 04.     (N)    075 34 51.     (W)     SCALED    
 PH1327* NAVD 88     -        86.195  (meters)     282.79   (feet)  ADJUSTED  
 PH1327  ___________________________________________________________________
 PH1327  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 PH1327  DYNAMIC HT  -          86.188 (meters)     282.77  (feet)  COMP
 PH1327  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 PH1327
 PH1327  VERT ORDER  -  SECOND    CLASS 0
 PH1327
 PH1327.The horizontal coordinates were scaled from a topographic map and have
 PH1327.an estimated accuracy of +/- 6 seconds.
 PH1327
 PH1327.The orthometric height was determined by differential leveling
 PH1327.and adjusted by the National Geodetic Survey in June 1991..
 PH1327
 PH1327.The geoid height was determined by GEOID03.
 PH1327
 PH1327.The dynamic height is computed by dividing the NAVD 88
 PH1327.geopotential number by the normal gravity value computed on the
 PH1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1327.degrees latitude (g = 980.6199 gals.).
 PH1327
 PH1327.The modeled gravity was interpolated from observed gravity values.
 PH1327
 PH1327;                    North         East    Units  Estimated Accuracy
 PH1327;SPC NY E     -   628,160.       64,030.      MT  (+/- 180 meters Scaled)
 PH1327
 PH1327                          SUPERSEDED SURVEY CONTROL
 PH1327
 PH1327  NGVD 29 (??/??/92)   86.330  (m)          283.23   (f) ADJ UNCH    2 0
 PH1327
 PH1327.Superseded values are not recommended for survey control.
 PH1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1327.See file dsdata.txt to determine how the superseded data were derived.
 PH1327
 PH1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ538258(NAD 83)
 PH1327_MARKER: DB = BENCH MARK DISK
 PH1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1327_SP_SET: BRIDGE
 PH1327_STAMPING: C 224 1942
 PH1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1327
 PH1327  HISTORY     - Date     Condition        Report By
 PH1327  HISTORY     - 1942     MONUMENTED       CGS
 PH1327  HISTORY     - 1963     GOOD             LDA
 PH1327
 PH1327                          STATION DESCRIPTION
 PH1327
 PH1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1327'IN POPE MILLS.
 PH1327'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTHWEST WINGWALL OF THE
 PH1327'CONCRETE BRIDGE OVER FISH CREEK, IT IS 22.0 FEET NORTH OF AND ABOUT
 PH1327'0.5 FOOT ABOVE THE CENTER LINE OF STATE HIGHWAY NO. 184, AND 0.6 FEET
 PH1327'NORTH OF THE NORTH GUARD RAIL.
 PH1327
 PH1327                          STATION RECOVERY (1963)
 PH1327
 PH1327'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PH1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1088 ***********************************************************************
 PH1088  DESIGNATION -  C 225
 PH1088  PID         -  PH1088
 PH1088  STATE/COUNTY-  NY/ST LAWRENCE
 PH1088  USGS QUAD   -  RICHVILLE (1980)
 PH1088
 PH1088                         *CURRENT SURVEY CONTROL
 PH1088  ___________________________________________________________________
 PH1088* NAD 83(1986)-  44 27 01.     (N)    075 27 27.     (W)     SCALED    
 PH1088* NAVD 88     -       127.609  (meters)     418.66   (feet)  ADJUSTED  
 PH1088  ___________________________________________________________________
 PH1088  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 PH1088  DYNAMIC HT  -         127.597 (meters)     418.62  (feet)  COMP
 PH1088  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 PH1088
 PH1088  VERT ORDER  -  SECOND    CLASS 0
 PH1088
 PH1088.The horizontal coordinates were scaled from a topographic map and have
 PH1088.an estimated accuracy of +/- 6 seconds.
 PH1088
 PH1088.The orthometric height was determined by differential leveling
 PH1088.and adjusted by the National Geodetic Survey in June 1991..
 PH1088
 PH1088.The geoid height was determined by GEOID03.
 PH1088
 PH1088.The dynamic height is computed by dividing the NAVD 88
 PH1088.geopotential number by the normal gravity value computed on the
 PH1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1088.degrees latitude (g = 980.6199 gals.).
 PH1088
 PH1088.The modeled gravity was interpolated from observed gravity values.
 PH1088
 PH1088;                    North         East    Units  Estimated Accuracy
 PH1088;SPC NY E     -   624,240.       73,790.      MT  (+/- 180 meters Scaled)
 PH1088
 PH1088                          SUPERSEDED SURVEY CONTROL
 PH1088
 PH1088  NGVD 29 (??/??/92)  127.747  (m)          419.12   (f) ADJ UNCH    2 0
 PH1088
 PH1088.Superseded values are not recommended for survey control.
 PH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1088.See file dsdata.txt to determine how the superseded data were derived.
 PH1088
 PH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ635219(NAD 83)
 PH1088_MARKER: DB = BENCH MARK DISK
 PH1088_SETTING: 66 = SET IN ROCK OUTCROP
 PH1088_SP_SET: ROCK OUTCROP
 PH1088_STAMPING: C 225 1942
 PH1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1088+STABILITY: POSITION/ELEVATION WELL
 PH1088
 PH1088  HISTORY     - Date     Condition        Report By
 PH1088  HISTORY     - 1942     MONUMENTED       CGS
 PH1088
 PH1088                          STATION DESCRIPTION
 PH1088
 PH1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1088'8.8 MI N FROM GOUVERNEUR.
 PH1088'TO REACH FROM THE INTERSECTION OF MAIN AND CLINTON STREETS AT
 PH1088'GOUVERNEUR, PROCEED NORTHERLY ON ROAD TO NORTH GOUVERNEUR, GO 7.2
 PH1088'MILES TO THE BILLINGS SCHOOL, CONTINUE NORTHEASTERLY ON TRACK ROAD
 PH1088'ALONG THE NORTHWEST SIDE OF THE SCHOOL HOUSE, GO 0.6 MILE TO
 PH1088'INTERSECTION OF PAVED ROAD AT STAPLIN CORNERS, TURN NORTHERLY (LEFT)
 PH1088'ON TO PAVED ROAD AND GO 1.0 MILE TO A FARM HOUSE AND SITE OF BENCH
 PH1088'MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A ROCK OUTCROP ON THE
 PH1088'NORTH SIDE OF THE ROAD, IT IS ABOUT 225.0 FEET SOUTH OF THE HOUSE,
 PH1088'ABOUT 80.0 FEET SOUTH OF A PILE OF BOULDERS, 25.0 FEET WEST OF AND
 PH1088'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD, 4.0 FEET WEST
 PH1088'OF AN 18 INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1340 ***********************************************************************
 OE1340  DESIGNATION -  C 226
 OE1340  PID         -  OE1340
 OE1340  STATE/COUNTY-  NY/LEWIS
 OE1340  USGS QUAD   -  SEARS POND (1980)
 OE1340
 OE1340                         *CURRENT SURVEY CONTROL
 OE1340  ___________________________________________________________________
 OE1340* NAD 83(1986)-  43 41 32.     (N)    075 44 38.     (W)     SCALED    
 OE1340* NAVD 88     -       538.597  (meters)    1767.05   (feet)  ADJUSTED  
 OE1340  ___________________________________________________________________
 OE1340  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 OE1340  DYNAMIC HT  -         538.456 (meters)    1766.58  (feet)  COMP
 OE1340  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 OE1340
 OE1340  VERT ORDER  -  SECOND    CLASS 0
 OE1340
 OE1340.The horizontal coordinates were scaled from a topographic map and have
 OE1340.an estimated accuracy of +/- 6 seconds.
 OE1340
 OE1340.The orthometric height was determined by differential leveling
 OE1340.and adjusted by the National Geodetic Survey in June 1991..
 OE1340
 OE1340.The geoid height was determined by GEOID03.
 OE1340
 OE1340.The dynamic height is computed by dividing the NAVD 88
 OE1340.geopotential number by the normal gravity value computed on the
 OE1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1340.degrees latitude (g = 980.6199 gals.).
 OE1340
 OE1340.The modeled gravity was interpolated from observed gravity values.
 OE1340
 OE1340;                    North         East    Units  Estimated Accuracy
 OE1340;SPC NY C     -   410,410.      317,670.      MT  (+/- 180 meters Scaled)
 OE1340
 OE1340                          SUPERSEDED SURVEY CONTROL
 OE1340
 OE1340  NGVD 29 (??/??/92)  538.696  (m)         1767.37   (f) ADJ UNCH    2 0
 OE1340
 OE1340.Superseded values are not recommended for survey control.
 OE1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1340.See file dsdata.txt to determine how the superseded data were derived.
 OE1340
 OE1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP400379(NAD 83)
 OE1340_MARKER: DB = BENCH MARK DISK
 OE1340_SETTING: 66 = SET IN ROCK OUTCROP
 OE1340_SP_SET: ROCK OUTCROP
 OE1340_STAMPING: C 226 1942
 OE1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE1340+STABILITY: POSITION/ELEVATION WELL
 OE1340
 OE1340  HISTORY     - Date     Condition        Report By
 OE1340  HISTORY     - 1942     MONUMENTED       CGS
 OE1340
 OE1340                          STATION DESCRIPTION
 OE1340
 OE1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1340'8.2 MI S FROM NEW BOSTON.
 OE1340'8.2 MILES SOUTH ALONG AN IMPROVED COUNTY AND DIRT ROAD FROM THE
 OE1340'INTERSECTION OF STATE HIGHWAY 177 AT NEW BOSTON, LEWIS COUNTY, AT
 OE1340'HOOKER, 0.15 MILE SOUTHWEST OF A STEEL BRIDGE OVER MAD RIVER, 150 FEET
 OE1340'NORTHWEST ACROSS THE ROAD FROM AN OLD ABANDONED BARN, 120 FEET EAST OF
 OE1340'THE EAST CORNER OF A SMALL CABIN, 17.5 FEET NORTHWEST OF THE
 OE1340'CENTERLINE OF THE ROAD, LEVEL WITH THE ROAD, AND IN THE TOP OF THE
 OE1340'NORTHEAST END OF A 2-BY-4-FOOT GRANITE OUTCROP.  A STANDARD DISK,
 OE1340'STAMPED C 226 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1235 ***********************************************************************
 OE1235  DESIGNATION -  C 227
 OE1235  PID         -  OE1235
 OE1235  STATE/COUNTY-  NY/JEFFERSON
 OE1235  USGS QUAD   -  RODMAN (1980)
 OE1235
 OE1235                         *CURRENT SURVEY CONTROL
 OE1235  ___________________________________________________________________
 OE1235* NAD 83(1986)-  43 51 30.     (N)    075 57 15.     (W)     SCALED    
 OE1235* NAVD 88     -       210.933  (meters)     692.04   (feet)  ADJUSTED  
 OE1235  ___________________________________________________________________
 OE1235  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OE1235  DYNAMIC HT  -         210.892 (meters)     691.90  (feet)  COMP
 OE1235  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 OE1235
 OE1235  VERT ORDER  -  SECOND    CLASS 0
 OE1235
 OE1235.The horizontal coordinates were scaled from a topographic map and have
 OE1235.an estimated accuracy of +/- 6 seconds.
 OE1235
 OE1235.The orthometric height was determined by differential leveling
 OE1235.and adjusted by the National Geodetic Survey in June 1991..
 OE1235
 OE1235.The geoid height was determined by GEOID03.
 OE1235
 OE1235.The dynamic height is computed by dividing the NAVD 88
 OE1235.geopotential number by the normal gravity value computed on the
 OE1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1235.degrees latitude (g = 980.6199 gals.).
 OE1235
 OE1235.The modeled gravity was interpolated from observed gravity values.
 OE1235
 OE1235;                    North         East    Units  Estimated Accuracy
 OE1235;SPC NY C     -   428,720.      300,580.      MT  (+/- 180 meters Scaled)
 OE1235
 OE1235                          SUPERSEDED SURVEY CONTROL
 OE1235
 OE1235  NGVD 29 (??/??/92)  211.057  (m)          692.44   (f) ADJ UNCH    2 0
 OE1235
 OE1235.Superseded values are not recommended for survey control.
 OE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1235.See file dsdata.txt to determine how the superseded data were derived.
 OE1235
 OE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP233565(NAD 83)
 OE1235_MARKER: DB = BENCH MARK DISK
 OE1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1235_SP_SET: BRIDGE
 OE1235_STAMPING: C 227 1942
 OE1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1235
 OE1235  HISTORY     - Date     Condition        Report By
 OE1235  HISTORY     - 1942     MONUMENTED       CGS
 OE1235  HISTORY     - 19940911 POOR             USPSQD
 OE1235  HISTORY     - 20011212 MARK NOT FOUND   NGS
 OE1235
 OE1235                          STATION DESCRIPTION
 OE1235
 OE1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1235'2.5 MI E FROM ADAMS CENTER.
 OE1235'2.5 MILES EAST ALONG STATE HIGHWAY 177 FROM THE POST OFFICE AT ADAMS
 OE1235'CENTER, JEFFERSON COUNTY, AT A CONCRETE BRIDGE OVER NORTH BRANCH SANDY
 OE1235'CREEK, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 10.3 FEET
 OE1235'WEST OF THE NORTHEAST END OF THE NORTHEAST WING WALL, 11 FEET NORTH OF
 OE1235'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A STANDARD
 OE1235'DISK, STAMPED C 227 1942.
 OE1235
 OE1235                          STATION RECOVERY (1994)
 OE1235
 OE1235'RECOVERY NOTE BY US POWER SQUADRON 1994
 OE1235'MARK RECOVERED IN POOR CONDITION.
 OE1235
 OE1235                          STATION RECOVERY (2001)
 OE1235
 OE1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OE1235'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1513 ***********************************************************************
 PH1513  DESIGNATION -  C 228 RESET 1978
 PH1513  PID         -  PH1513
 PH1513  STATE/COUNTY-  NY/ST LAWRENCE
 PH1513  USGS QUAD   -  MASSENA (1964)
 PH1513
 PH1513                         *CURRENT SURVEY CONTROL
 PH1513  ___________________________________________________________________
 PH1513* NAD 83(1986)-  44 55 13.     (N)    074 52 37.     (W)     SCALED    
 PH1513* NAVD 88     -        59.55   (+/-2cm)     195.4    (feet)  VERTCON   
 PH1513  ___________________________________________________________________
 PH1513  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 PH1513
 PH1513  VERT ORDER  -  THIRD (See Below)
 PH1513
 PH1513.The horizontal coordinates were scaled from a topographic map and have
 PH1513.an estimated accuracy of +/- 6 seconds.
 PH1513
 PH1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1513.The vertical order pertains to the NGVD 29 superseded value.
 PH1513
 PH1513.The geoid height was determined by GEOID03.
 PH1513
 PH1513;                    North         East    Units  Estimated Accuracy
 PH1513;SPC NY E     -   676,090.      120,240.      MT  (+/- 180 meters Scaled)
 PH1513
 PH1513                          SUPERSEDED SURVEY CONTROL
 PH1513
 PH1513  NGVD 29 (09/01/04)   59.67   (m)          195.8    (f) RESET       3  
 PH1513
 PH1513.Superseded values are not recommended for survey control.
 PH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1513.See file dsdata.txt to determine how the superseded data were derived.
 PH1513
 PH1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ097741(NAD 83)
 PH1513_MARKER: DB = BENCH MARK DISK
 PH1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1513_SP_SET: CONCRETE FOOTING
 PH1513_STAMPING: C 228 RESET 1978
 PH1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1513
 PH1513  HISTORY     - Date     Condition        Report By
 PH1513  HISTORY     - 1978     MONUMENTED       NGS
 PH1513
 PH1513                          STATION DESCRIPTION
 PH1513
 PH1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PH1513'IN MASSENA.
 PH1513'FROM THE POST OFFICE IN MASSENA, GO SOUTH ON MAIN STREET FOR 0.8 MILE
 PH1513'TO A CROSS STREET, TURN LEFT AND GO EAST ON EAST HATFIELD STREET
 PH1513'FOR 0.5 MILE TO A RAILROAD OVERPASS, IN THE NORTHEAST CORNER OF THE
 PH1513'CONCRETE FOOTING FOR RAILROAD OVERPASS, 24 FEET NORTH OF THE CENTER
 PH1513'OF EAST HATFIELD STREET.
 PH1513'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0551 ***********************************************************************
 OF0551  DESIGNATION -  C 23
 OF0551  PID         -  OF0551
 OF0551  STATE/COUNTY-  NY/WAYNE
 OF0551  USGS QUAD   -  WOLCOTT (1978)
 OF0551
 OF0551                         *CURRENT SURVEY CONTROL
 OF0551  ___________________________________________________________________
 OF0551* NAD 83(1986)-  43 14 19.     (N)    076 47 44.     (W)     SCALED    
 OF0551* NAVD 88     -       118.476  (meters)     388.70   (feet)  ADJUSTED  
 OF0551  ___________________________________________________________________
 OF0551  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OF0551  DYNAMIC HT  -         118.448 (meters)     388.61  (feet)  COMP
 OF0551  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 OF0551
 OF0551  VERT ORDER  -  FIRST     CLASS II
 OF0551
 OF0551.The horizontal coordinates were scaled from a topographic map and have
 OF0551.an estimated accuracy of +/- 6 seconds.
 OF0551
 OF0551.The orthometric height was determined by differential leveling
 OF0551.and adjusted by the National Geodetic Survey in June 1991..
 OF0551
 OF0551.The geoid height was determined by GEOID03.
 OF0551
 OF0551.The dynamic height is computed by dividing the NAVD 88
 OF0551.geopotential number by the normal gravity value computed on the
 OF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0551.degrees latitude (g = 980.6199 gals.).
 OF0551
 OF0551.The modeled gravity was interpolated from observed gravity values.
 OF0551
 OF0551;                    North         East    Units  Estimated Accuracy
 OF0551;SPC NY C     -   359,700.      232,760.      MT  (+/- 180 meters Scaled)
 OF0551
 OF0551                          SUPERSEDED SURVEY CONTROL
 OF0551
 OF0551  NGVD 29 (??/??/92)  118.682  (m)          389.38   (f) ADJ UNCH    1 2
 OF0551
 OF0551.Superseded values are not recommended for survey control.
 OF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0551.See file dsdata.txt to determine how the superseded data were derived.
 OF0551
 OF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN542888(NAD 83)
 OF0551_MARKER: Q = CHISELED SQUARE
 OF0551_SETTING: 80 = SET IN A BOULDER
 OF0551_SP_SET: BOULDER
 OF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0551+STABILITY: SURFACE MOTION
 OF0551
 OF0551  HISTORY     - Date     Condition        Report By
 OF0551  HISTORY     - UNK      MONUMENTED       CGS
 OF0551  HISTORY     - 1919     GOOD             NGS
 OF0551  HISTORY     - 1935     MARK NOT FOUND   NGS
 OF0551
 OF0551                          STATION DESCRIPTION
 OF0551
 OF0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0551'1 2/3 MI NE FROM WOLCOTT.
 OF0551'C 23 -- 1-2/3 MILES NORTHEAST ALONG THE NEW YORK CENTRAL
 OF0551'RAILROAD FROM THE STATION AT WOLCOTT, WAYNE COUNTY, 160 FEET WEST
 OF0551'OF A ROAD CROSSING, ON THE NORTH SIDE OF THE TRACK, 5 FEET LOWER
 OF0551'THAN THE TRACK, AND ON A LARGE GRANITE BOULDER AT THE FOOT OF A DUMP.
 OF0551'A CHISELED SQUARE.
 OF0551
 OF0551                          STATION RECOVERY (1935)
 OF0551
 OF0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 OF0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0492 ***********************************************************************
 PH0492  DESIGNATION -  C 230
 PH0492  PID         -  PH0492
 PH0492  STATE/COUNTY-  NY/FRANKLIN
 PH0492  USGS QUAD   -  BRUSHTON (1964)
 PH0492
 PH0492                         *CURRENT SURVEY CONTROL
 PH0492  ___________________________________________________________________
 PH0492* NAD 83(1986)-  44 52 06.     (N)    074 33 37.     (W)     SCALED    
 PH0492* NAVD 88     -        87.905  (meters)     288.40   (feet)  ADJUSTED  
 PH0492  ___________________________________________________________________
 PH0492  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PH0492  DYNAMIC HT  -          87.902 (meters)     288.39  (feet)  COMP
 PH0492  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 PH0492
 PH0492  VERT ORDER  -  FIRST     CLASS II
 PH0492
 PH0492.The horizontal coordinates were scaled from a topographic map and have
 PH0492.an estimated accuracy of +/- 6 seconds.
 PH0492
 PH0492.The orthometric height was determined by differential leveling
 PH0492.and adjusted by the National Geodetic Survey in June 1991..
 PH0492
 PH0492.The geoid height was determined by GEOID03.
 PH0492
 PH0492.The dynamic height is computed by dividing the NAVD 88
 PH0492.geopotential number by the normal gravity value computed on the
 PH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0492.degrees latitude (g = 980.6199 gals.).
 PH0492
 PH0492.The modeled gravity was interpolated from observed gravity values.
 PH0492
 PH0492;                    North         East    Units  Estimated Accuracy
 PH0492;SPC NY E     -   670,250.      145,240.      MT  (+/- 180 meters Scaled)
 PH0492
 PH0492                          SUPERSEDED SURVEY CONTROL
 PH0492
 PH0492  NGVD 29 (??/??/92)   88.020  (m)          288.78   (f) ADJ UNCH    1 2
 PH0492
 PH0492.Superseded values are not recommended for survey control.
 PH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0492.See file dsdata.txt to determine how the superseded data were derived.
 PH0492
 PH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ347684(NAD 83)
 PH0492_MARKER: DB = BENCH MARK DISK
 PH0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0492_SP_SET: CULVERT
 PH0492_STAMPING: C 230 1942
 PH0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0492
 PH0492  HISTORY     - Date     Condition        Report By
 PH0492  HISTORY     - 1942     MONUMENTED       CGS
 PH0492  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0492
 PH0492                          STATION DESCRIPTION
 PH0492
 PH0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0492'2.9 MI N FROM MOIRA.
 PH0492'TO REACH FROM THE RUTLAND RAILROAD STATION AT MOIRA-- PROCEED 2.9
 PH0492'MILES NORTHERLY ON STATE HIGHWAY NO. 95 TO SITE OF BENCH MARK.  BENCH
 PH0492'MARK IS ABOUT 336.0 FEET NORTH OF A SIDE ROAD INTERSECTION LEADING
 PH0492'EAST, AND ABOUT 250.0 FEET SOUTH OF SCHOOL NO. 9.  IT IS ABOUT 58.0
 PH0492'FEET NORTHWEST OF HIGHLINE POLE NO. 100, 13.0 FEET WEST OF AND ABOUT
 PH0492'THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY
 PH0492'IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 PH0492
 PH0492                          STATION RECOVERY (1975)
 PH0492
 PH0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0671 ***********************************************************************
 OD0671  DESIGNATION -  C 231
 OD0671  PID         -  OD0671
 OD0671  STATE/COUNTY-  NY/WASHINGTON
 OD0671  USGS QUAD   -  CAMBRIDGE (1944)
 OD0671
 OD0671                         *CURRENT SURVEY CONTROL
 OD0671  ___________________________________________________________________
 OD0671* NAD 83(1986)-  43 06 02.     (N)    073 26 58.     (W)     SCALED    
 OD0671* NAVD 88     -       126.400  (meters)     414.70   (feet)  ADJUSTED  
 OD0671  ___________________________________________________________________
 OD0671  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 OD0671  DYNAMIC HT  -         126.367 (meters)     414.59  (feet)  COMP
 OD0671  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 OD0671
 OD0671  VERT ORDER  -  SECOND    CLASS 0
 OD0671
 OD0671.The horizontal coordinates were scaled from a topographic map and have
 OD0671.an estimated accuracy of +/- 6 seconds.
 OD0671
 OD0671.The orthometric height was determined by differential leveling
 OD0671.and adjusted by the National Geodetic Survey in June 1991..
 OD0671
 OD0671.The geoid height was determined by GEOID03.
 OD0671
 OD0671.The dynamic height is computed by dividing the NAVD 88
 OD0671.geopotential number by the normal gravity value computed on the
 OD0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0671.degrees latitude (g = 980.6199 gals.).
 OD0671
 OD0671.The modeled gravity was interpolated from observed gravity values.
 OD0671
 OD0671;                    North         East    Units  Estimated Accuracy
 OD0671;SPC NY E     -   474,380.      235,520.      MT  (+/- 180 meters Scaled)
 OD0671
 OD0671                          SUPERSEDED SURVEY CONTROL
 OD0671
 OD0671  NGVD 29 (??/??/92)  126.564  (m)          415.24   (f) ADJ UNCH    2 0
 OD0671
 OD0671.Superseded values are not recommended for survey control.
 OD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0671.See file dsdata.txt to determine how the superseded data were derived.
 OD0671
 OD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN261731(NAD 83)
 OD0671_MARKER: DB = BENCH MARK DISK
 OD0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0671_SP_SET: BUILDING
 OD0671_STAMPING: C 231 1942
 OD0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0671
 OD0671  HISTORY     - Date     Condition        Report By
 OD0671  HISTORY     - 1942     MONUMENTED       CGS
 OD0671
 OD0671                          STATION DESCRIPTION
 OD0671
 OD0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0671'2.9 MI E FROM GREENWICH.
 OD0671'TO REACH FROM THE POST OFFICE IN GREENWICH-- PROCEED 2.9 MILES
 OD0671'EASTERLY ON STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK. BENCH MARK IS
 OD0671'SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER OF
 OD0671'SCHOOLHOUSE DISTRICT NO. 11.  IT IS ABOUT 0.6 MILE EAST OF THE VILLAGE
 OD0671'OF CENTER FALLS, 51.0 FEET NORTH OF AND ABOUT 3.5 FEET ABOVE THE
 OD0671'CENTERLINE OF HIGHWAY, AND ABOUT 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0127 ***********************************************************************
 OE0127  DESIGNATION -  C 233
 OE0127  PID         -  OE0127
 OE0127  STATE/COUNTY-  NY/WARREN
 OE0127  USGS QUAD   -  
 OE0127
 OE0127                         *CURRENT SURVEY CONTROL
 OE0127  ___________________________________________________________________
 OE0127* NAD 83(1986)-  43 35 58.     (N)    074 04 09.     (W)     SCALED    
 OE0127* NAVD 88     -       574.650  (meters)    1885.33   (feet)  ADJUSTED  
 OE0127  ___________________________________________________________________
 OE0127  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OE0127  DYNAMIC HT  -         574.504 (meters)    1884.85  (feet)  COMP
 OE0127  MODELED GRAV-     980,346.6   (mgal)                       NAVD 88
 OE0127
 OE0127  VERT ORDER  -  SECOND    CLASS 0
 OE0127
 OE0127.The horizontal coordinates were scaled from a topographic map and have
 OE0127.an estimated accuracy of +/- 6 seconds.
 OE0127
 OE0127.The orthometric height was determined by differential leveling
 OE0127.and adjusted by the National Geodetic Survey in June 1991..
 OE0127
 OE0127.The geoid height was determined by GEOID03.
 OE0127
 OE0127.The dynamic height is computed by dividing the NAVD 88
 OE0127.geopotential number by the normal gravity value computed on the
 OE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0127.degrees latitude (g = 980.6199 gals.).
 OE0127
 OE0127.The modeled gravity was interpolated from observed gravity values.
 OE0127
 OE0127;                    North         East    Units  Estimated Accuracy
 OE0127;SPC NY E     -   529,350.      184,780.      MT  (+/- 180 meters Scaled)
 OE0127
 OE0127                          SUPERSEDED SURVEY CONTROL
 OE0127
 OE0127  NGVD 29 (??/??/92)  574.741  (m)         1885.63   (f) ADJ UNCH    2 0
 OE0127
 OE0127.Superseded values are not recommended for survey control.
 OE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0127.See file dsdata.txt to determine how the superseded data were derived.
 OE0127
 OE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP751278(NAD 83)
 OE0127_MARKER: DB = BENCH MARK DISK
 OE0127_SETTING: 80 = SET IN A BOULDER
 OE0127_SP_SET: BOULDER
 OE0127_STAMPING: C 233 1942
 OE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0127+STABILITY: SURFACE MOTION
 OE0127
 OE0127  HISTORY     - Date     Condition        Report By
 OE0127  HISTORY     - 1942     MONUMENTED       CGS
 OE0127
 OE0127                          STATION DESCRIPTION
 OE0127
 OE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0127'8.4 MI SW FROM WEVERTOWN.
 OE0127'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 8 AND STATE
 OE0127'HIGHWAY NO. 28 AT WEVERTOWN.  PROCEED 8.4 MILES SOUTHWESTERLY ON STATE
 OE0127'HIGHWAY NO. 8 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.2 MILE
 OE0127'NORTHEAST OF A TOURIST CAMP KNOWN AS THE ELEVENTH MOUNTAIN LODGE, AND
 OE0127'34.5 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 OE0127'HIGHWAY.  IT IS 29.0 FEET SOUTH OF THE SOUTHWEST END OF A CONCRETE
 OE0127'CULVERT, 9.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND SET
 OE0127'HORIZONTALLY IN THE TOP OF A 9X13-FOOT ROCK BOULDER, 4.0 FEET ABOVE
 OE0127'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0875 ***********************************************************************
 PH0875  DESIGNATION -  C 236
 PH0875  PID         -  PH0875
 PH0875  STATE/COUNTY-  NY/ST LAWRENCE
 PH0875  USGS QUAD   -  HEUVELTON (1963)
 PH0875
 PH0875                         *CURRENT SURVEY CONTROL
 PH0875  ___________________________________________________________________
 PH0875* NAD 83(1986)-  44 31 16.     (N)    075 23 34.     (W)     SCALED    
 PH0875* NAVD 88     -       105.384  (meters)     345.75   (feet)  ADJUSTED  
 PH0875  ___________________________________________________________________
 PH0875  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 PH0875  DYNAMIC HT  -         105.375 (meters)     345.72  (feet)  COMP
 PH0875  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 PH0875
 PH0875  VERT ORDER  -  SECOND    CLASS 0
 PH0875
 PH0875.The horizontal coordinates were scaled from a topographic map and have
 PH0875.an estimated accuracy of +/- 6 seconds.
 PH0875
 PH0875.The orthometric height was determined by differential leveling
 PH0875.and adjusted by the National Geodetic Survey in June 1991..
 PH0875
 PH0875.The geoid height was determined by GEOID03.
 PH0875
 PH0875.The dynamic height is computed by dividing the NAVD 88
 PH0875.geopotential number by the normal gravity value computed on the
 PH0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0875.degrees latitude (g = 980.6199 gals.).
 PH0875
 PH0875.The modeled gravity was interpolated from observed gravity values.
 PH0875
 PH0875;                    North         East    Units  Estimated Accuracy
 PH0875;SPC NY E     -   632,050.       79,030.      MT  (+/- 180 meters Scaled)
 PH0875
 PH0875                          SUPERSEDED SURVEY CONTROL
 PH0875
 PH0875  NGVD 29 (??/??/92)  105.522  (m)          346.20   (f) ADJ UNCH    2 0
 PH0875
 PH0875.Superseded values are not recommended for survey control.
 PH0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0875.See file dsdata.txt to determine how the superseded data were derived.
 PH0875
 PH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ687298(NAD 83)
 PH0875_MARKER: DB = BENCH MARK DISK
 PH0875_SETTING: 66 = SET IN ROCK OUTCROP
 PH0875_SP_SET: ROCK OUTCROP
 PH0875_STAMPING: C 236 1942
 PH0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0875+STABILITY: POSITION/ELEVATION WELL
 PH0875
 PH0875  HISTORY     - Date     Condition        Report By
 PH0875  HISTORY     - 1942     MONUMENTED       CGS
 PH0875
 PH0875                          STATION DESCRIPTION
 PH0875
 PH0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0875'2.7 MI NW FROM DE KALB.
 PH0875'TO REACH FROM THE BRIDGE OVER THE OSWEGATCHIE RIVER AT DEKALB, PROCEED
 PH0875'NORTHWESTERLY ON PAVED ROAD TO DEPEYSTER AND GO 2.7 MILES TO THE
 PH0875'INTERSECTION OF A GRAVELED ROAD AND SITE OF BENCH MARK.  BENCH MARK IS
 PH0875'SET HORIZONTALLY IN TOP OF A RED ROCK OUTCROP IN THE POINT OF
 PH0875'INTERSECTION, IT IS 45.0 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 PH0875'ROAD, 36.0 FEET NORTHWEST OF A GARAGE, 34.0 FEET SOUTHWEST OF AND
 PH0875'ABOUT 5.5 FEET ABOVE THE CENTER LINE OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1095 ***********************************************************************
 PH1095  DESIGNATION -  C 237
 PH1095  PID         -  PH1095
 PH1095  STATE/COUNTY-  NY/ST LAWRENCE
 PH1095  USGS QUAD   -  GOUVERNEUR (1982)
 PH1095
 PH1095                         *CURRENT SURVEY CONTROL
 PH1095  ___________________________________________________________________
 PH1095* NAD 83(1986)-  44 19 44.     (N)    075 28 05.     (W)     SCALED    
 PH1095* NAVD 88     -       138.533  (meters)     454.50   (feet)  ADJUSTED  
 PH1095  ___________________________________________________________________
 PH1095  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 PH1095  DYNAMIC HT  -         138.518 (meters)     454.45  (feet)  COMP
 PH1095  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 PH1095
 PH1095  VERT ORDER  -  SECOND    CLASS 0
 PH1095
 PH1095.The horizontal coordinates were scaled from a topographic map and have
 PH1095.an estimated accuracy of +/- 6 seconds.
 PH1095
 PH1095.The orthometric height was determined by differential leveling
 PH1095.and adjusted by the National Geodetic Survey in June 1991..
 PH1095
 PH1095.The geoid height was determined by GEOID03.
 PH1095
 PH1095.The dynamic height is computed by dividing the NAVD 88
 PH1095.geopotential number by the normal gravity value computed on the
 PH1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1095.degrees latitude (g = 980.6199 gals.).
 PH1095
 PH1095.The modeled gravity was interpolated from observed gravity values.
 PH1095
 PH1095;                    North         East    Units  Estimated Accuracy
 PH1095;SPC NY E     -   610,760.       72,790.      MT  (+/- 180 meters Scaled)
 PH1095
 PH1095                          SUPERSEDED SURVEY CONTROL
 PH1095
 PH1095  NGVD 29 (??/??/92)  138.676  (m)          454.97   (f) ADJ UNCH    2 0
 PH1095
 PH1095.Superseded values are not recommended for survey control.
 PH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1095.See file dsdata.txt to determine how the superseded data were derived.
 PH1095
 PH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ626085(NAD 83)
 PH1095_MARKER: DB = BENCH MARK DISK
 PH1095_SETTING: 80 = SET IN A BOULDER
 PH1095_SP_SET: BOULDER
 PH1095_STAMPING: C 237 1942
 PH1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1095+STABILITY: SURFACE MOTION
 PH1095
 PH1095  HISTORY     - Date     Condition        Report By
 PH1095  HISTORY     - 1942     MONUMENTED       CGS
 PH1095
 PH1095                          STATION DESCRIPTION
 PH1095
 PH1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1095'IN GOUVERNEUR.
 PH1095'AT GOUVERNEUR, ST. LAWRENCE COUNTY, ON STATE HIGHWAY 58, AT ABOUT THE
 PH1095'CENTER OF GOUVERNEUR CEMETERY, 60 FEET EAST OF THE CENTERLINE OF THE
 PH1095'HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A
 PH1095'LARGE FLAT GRANITE BOULDER.  A STANDARD DISK, STAMPED C 237 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0286 ***********************************************************************
 PH0286  DESIGNATION -  C 238
 PH0286  PID         -  PH0286
 PH0286  STATE/COUNTY-  NY/FRANKLIN
 PH0286  USGS QUAD   -  
 PH0286
 PH0286                         *CURRENT SURVEY CONTROL
 PH0286  ___________________________________________________________________
 PH0286* NAD 83(1986)-  44 10 32.     (N)    074 10 09.     (W)     SCALED    
 PH0286* NAVD 88     -       648.232  (meters)    2126.74   (feet)  ADJUSTED  
 PH0286  ___________________________________________________________________
 PH0286  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 PH0286  DYNAMIC HT  -         648.090 (meters)    2126.28  (feet)  COMP
 PH0286  MODELED GRAV-     980,377.6   (mgal)                       NAVD 88
 PH0286
 PH0286  VERT ORDER  -  SECOND    CLASS 0
 PH0286
 PH0286.The horizontal coordinates were scaled from a topographic map and have
 PH0286.an estimated accuracy of +/- 6 seconds.
 PH0286
 PH0286.The orthometric height was determined by differential leveling
 PH0286.and adjusted by the National Geodetic Survey in June 1991..
 PH0286
 PH0286.The geoid height was determined by GEOID03.
 PH0286
 PH0286.The dynamic height is computed by dividing the NAVD 88
 PH0286.geopotential number by the normal gravity value computed on the
 PH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0286.degrees latitude (g = 980.6199 gals.).
 PH0286
 PH0286.The modeled gravity was interpolated from observed gravity values.
 PH0286
 PH0286;                    North         East    Units  Estimated Accuracy
 PH0286;SPC NY E     -   593,320.      176,450.      MT  (+/- 180 meters Scaled)
 PH0286
 PH0286                          SUPERSEDED SURVEY CONTROL
 PH0286
 PH0286  NGVD 29 (??/??/92)  648.284  (m)         2126.91   (f) ADJ UNCH    2 0
 PH0286
 PH0286.Superseded values are not recommended for survey control.
 PH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0286.See file dsdata.txt to determine how the superseded data were derived.
 PH0286
 PH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP664917(NAD 83)
 PH0286_MARKER: DB = BENCH MARK DISK
 PH0286_SETTING: 80 = SET IN A BOULDER
 PH0286_SP_SET: BOULDER
 PH0286_STAMPING: C 238 1942
 PH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0286+STABILITY: SURFACE MOTION
 PH0286
 PH0286  HISTORY     - Date     Condition        Report By
 PH0286  HISTORY     - 1942     MONUMENTED       CGS
 PH0286
 PH0286                          STATION DESCRIPTION
 PH0286
 PH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0286'10.9 MI SE FROM COREYS POST OFFICE.
 PH0286'TO REACH FROM THE COREYS POST OFFICE, PROCEED SOUTH-SOUTHEASTERLY ON
 PH0286'GRADED ROAD TO DUCK HOLE POND, GO 5.8 MILES TO THE CARETAKERS
 PH0286'RESIDENCE AT THE ENTRANCE TO THE AMPERSAND PRIVATE PARK, PASS THE
 PH0286'HOUSE AND CONTINUE EASTERLY 3.5 MILES TO THE ENTRANCE TO THE STATE
 PH0286'PARK, PASS THROUTH GATE AND CONTINUE 1.6 MILES TO A BRIDGE OVER SMALL
 PH0286'CREEK AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP
 PH0286'OF THE EAST END OF A BOULDER ABOUT 5 FEET BY 8 FEET BY 3 FEET, IT IS
 PH0286'63.0 FEET SOUTHEAST OF THE BRIDGE, 0.8 FEET SOUTHWEST OF AND ABOUT 2.5
 PH0286'FEET ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0025 ***********************************************************************
 OE0025  DESIGNATION -  C 239
 OE0025  PID         -  OE0025
 OE0025  STATE/COUNTY-  NY/HAMILTON
 OE0025  USGS QUAD   -  
 OE0025
 OE0025                         *CURRENT SURVEY CONTROL
 OE0025  ___________________________________________________________________
 OE0025* NAD 83(1986)-  43 58 37.     (N)    074 22 24.     (W)     SCALED    
 OE0025* NAVD 88     -       565.421  (meters)    1855.05   (feet)  ADJUSTED  
 OE0025  ___________________________________________________________________
 OE0025  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 OE0025  DYNAMIC HT  -         565.304 (meters)    1854.67  (feet)  COMP
 OE0025  MODELED GRAV-     980,393.9   (mgal)                       NAVD 88
 OE0025
 OE0025  VERT ORDER  -  SECOND    CLASS 0
 OE0025
 OE0025.The horizontal coordinates were scaled from a topographic map and have
 OE0025.an estimated accuracy of +/- 6 seconds.
 OE0025
 OE0025.The orthometric height was determined by differential leveling
 OE0025.and adjusted by the National Geodetic Survey in June 1991..
 OE0025
 OE0025.The geoid height was determined by GEOID03.
 OE0025
 OE0025.The dynamic height is computed by dividing the NAVD 88
 OE0025.geopotential number by the normal gravity value computed on the
 OE0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0025.degrees latitude (g = 980.6199 gals.).
 OE0025
 OE0025.The modeled gravity was interpolated from observed gravity values.
 OE0025
 OE0025;                    North         East    Units  Estimated Accuracy
 OE0025;SPC NY E     -   571,210.      160,160.      MT  (+/- 180 meters Scaled)
 OE0025
 OE0025                          SUPERSEDED SURVEY CONTROL
 OE0025
 OE0025  NGVD 29 (??/??/92)  565.480  (m)         1855.25   (f) ADJ UNCH    2 0
 OE0025
 OE0025.Superseded values are not recommended for survey control.
 OE0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0025.See file dsdata.txt to determine how the superseded data were derived.
 OE0025
 OE0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP502695(NAD 83)
 OE0025_MARKER: DB = BENCH MARK DISK
 OE0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0025_STAMPING: C 239 1942
 OE0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0025+STABILITY: SURFACE MOTION
 OE0025
 OE0025  HISTORY     - Date     Condition        Report By
 OE0025  HISTORY     - 1942     MONUMENTED       CGS
 OE0025  HISTORY     - 20000921 MARK NOT FOUND   NYDT
 OE0025
 OE0025                          STATION DESCRIPTION
 OE0025
 OE0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0025'2.5 MI E FROM LONG LAKE.
 OE0025'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 10 AND STATE
 OE0025'HIGHWAY NUMBER 28N AT LONG LAKE, PROCEED EASTERLY ON STATE HIGHWAY
 OE0025'NUMBER 28N AND GO 2.5 MILES TO TOP OF A LOW GRADE AND SITE OF BENCH
 OE0025'MARK. BENCH MARK IS ABOUT 400.0 FEET WEST OF A CURVE, ABOUT 200.0 FEET
 OE0025'EAST OF A LARGE ROUND BOULDER ON THE NORTH SIDE OF THE HIGHWAY, 18.0
 OE0025'FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY,
 OE0025'12.0 FEET WEST OF A TELEPHONE POLE AND 4.0 FEET EAST OF A 4 BY 4 INCH
 OE0025'WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
 OE0025
 OE0025                          STATION RECOVERY (2000)
 OE0025
 OE0025'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 OE0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0837 ***********************************************************************
 OF0837  DESIGNATION -  C 24
 OF0837  PID         -  OF0837
 OF0837  STATE/COUNTY-  NY/WAYNE
 OF0837  USGS QUAD   -  SODUS (1978)
 OF0837
 OF0837                         *CURRENT SURVEY CONTROL
 OF0837  ___________________________________________________________________
 OF0837* NAD 83(1986)-  43 14 21.     (N)    077 03 41.     (W)     SCALED    
 OF0837* NAVD 88     -       130.433  (meters)     427.93   (feet)  ADJUSTED  
 OF0837  ___________________________________________________________________
 OF0837  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OF0837  DYNAMIC HT  -         130.404 (meters)     427.83  (feet)  COMP
 OF0837  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 OF0837
 OF0837  VERT ORDER  -  FIRST     CLASS II
 OF0837
 OF0837.The horizontal coordinates were scaled from a topographic map and have
 OF0837.an estimated accuracy of +/- 6 seconds.
 OF0837
 OF0837.The orthometric height was determined by differential leveling
 OF0837.and adjusted by the National Geodetic Survey in June 1991..
 OF0837
 OF0837.The geoid height was determined by GEOID03.
 OF0837
 OF0837.The dynamic height is computed by dividing the NAVD 88
 OF0837.geopotential number by the normal gravity value computed on the
 OF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0837.degrees latitude (g = 980.6199 gals.).
 OF0837
 OF0837.The modeled gravity was interpolated from observed gravity values.
 OF0837
 OF0837;                    North         East    Units  Estimated Accuracy
 OF0837;SPC NY C     -   359,850.      211,170.      MT  (+/- 180 meters Scaled)
 OF0837
 OF0837                          SUPERSEDED SURVEY CONTROL
 OF0837
 OF0837  NGVD 29 (??/??/92)  130.635  (m)          428.59   (f) ADJ UNCH    1 2
 OF0837
 OF0837.Superseded values are not recommended for survey control.
 OF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0837.See file dsdata.txt to determine how the superseded data were derived.
 OF0837
 OF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN326894(NAD 83)
 OF0837_MARKER: Z = SEE DESCRIPTION
 OF0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0837_SP_SET: RAIL
 OF0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0837
 OF0837  HISTORY     - Date     Condition        Report By
 OF0837  HISTORY     - UNK      MONUMENTED       CGS
 OF0837  HISTORY     - 1919     GOOD             NGS
 OF0837  HISTORY     - 1964     MARK NOT FOUND   NGS
 OF0837  HISTORY     - 20001009 MARK NOT FOUND   LOCSUR
 OF0837
 OF0837                          STATION DESCRIPTION
 OF0837
 OF0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0837'AT SODUS.
 OF0837'C 24-- AT SODUS, WAYNE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 OF0837'3 RAILS EAST OF THE CROSSING OF MAPLE AVENUE, IN FRONT OF MILEPOST
 OF0837'P 65, AND 6-3/4 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.
 OF0837'THE TOP OF A VERTICAL RAIL PROJECTING 9 INCHES ABOVE GROUND.
 OF0837
 OF0837                          STATION RECOVERY (1964)
 OF0837
 OF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OF0837'MARK NOT FOUND.
 OF0837
 OF0837                          STATION RECOVERY (2000)
 OF0837
 OF0837'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (RJB)
 OF0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0064 ***********************************************************************
 OE0064  DESIGNATION -  C 240
 OE0064  PID         -  OE0064
 OE0064  STATE/COUNTY-  NY/ESSEX
 OE0064  USGS QUAD   -  
 OE0064
 OE0064                         *CURRENT SURVEY CONTROL
 OE0064  ___________________________________________________________________
 OE0064* NAD 83(1986)-  43 57 46.     (N)    074 03 00.     (W)     SCALED    
 OE0064* NAVD 88     -       537.114  (meters)    1762.18   (feet)  ADJUSTED  
 OE0064  ___________________________________________________________________
 OE0064  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OE0064  DYNAMIC HT  -         537.005 (meters)    1761.82  (feet)  COMP
 OE0064  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 OE0064
 OE0064  VERT ORDER  -  SECOND    CLASS 0
 OE0064
 OE0064.The horizontal coordinates were scaled from a topographic map and have
 OE0064.an estimated accuracy of +/- 6 seconds.
 OE0064
 OE0064.The orthometric height was determined by differential leveling
 OE0064.and adjusted by the National Geodetic Survey in June 1991..
 OE0064
 OE0064.The geoid height was determined by GEOID03.
 OE0064
 OE0064.The dynamic height is computed by dividing the NAVD 88
 OE0064.geopotential number by the normal gravity value computed on the
 OE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0064.degrees latitude (g = 980.6199 gals.).
 OE0064
 OE0064.The modeled gravity was interpolated from observed gravity values.
 OE0064
 OE0064;                    North         East    Units  Estimated Accuracy
 OE0064;SPC NY E     -   569,730.      186,110.      MT  (+/- 180 meters Scaled)
 OE0064
 OE0064                          SUPERSEDED SURVEY CONTROL
 OE0064
 OE0064  NGVD 29 (??/??/92)  537.19   (m)         1762.4    (f) COMPUTED    2 0
 OE0064
 OE0064.Superseded values are not recommended for survey control.
 OE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0064.See file dsdata.txt to determine how the superseded data were derived.
 OE0064
 OE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP762681(NAD 83)
 OE0064_MARKER: DB = BENCH MARK DISK
 OE0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0064_STAMPING: C 240 1942
 OE0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0064+STABILITY: SURFACE MOTION
 OE0064
 OE0064  HISTORY     - Date     Condition        Report By
 OE0064  HISTORY     - 1942     MONUMENTED       CGS
 OE0064
 OE0064                          STATION DESCRIPTION
 OE0064
 OE0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0064'0.1 MI SW FROM TAHAWAS.
 OE0064'BENCH MARK IS AT THE INTERSECTION OF THE ROAD TO THE TAHAWAS POST
 OE0064'OFFICE AND THE PAVED ROAD TO THE TAHAWAS CLUB, IT IS 31.0 FEET WEST OF
 OE0064'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE PAVED ROAD AT
 OE0064'THE CENTER OF THE INTERSECTION, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 OE0064'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0767 ***********************************************************************
 PH0767  DESIGNATION -  C 246
 PH0767  PID         -  PH0767
 PH0767  STATE/COUNTY-  NY/FRANKLIN
 PH0767  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0767
 PH0767                         *CURRENT SURVEY CONTROL
 PH0767  ___________________________________________________________________
 PH0767* NAD 83(1986)-  44 41 02.     (N)    074 30 48.     (W)     SCALED    
 PH0767* NAVD 88     -       381.528  (meters)    1251.73   (feet)  ADJUSTED  
 PH0767  ___________________________________________________________________
 PH0767  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 PH0767  DYNAMIC HT  -         381.485 (meters)    1251.59  (feet)  COMP
 PH0767  MODELED GRAV-     980,492.8   (mgal)                       NAVD 88
 PH0767
 PH0767  VERT ORDER  -  SECOND    CLASS 0
 PH0767
 PH0767.The horizontal coordinates were scaled from a topographic map and have
 PH0767.an estimated accuracy of +/- 6 seconds.
 PH0767
 PH0767.The orthometric height was determined by differential leveling
 PH0767.and adjusted by the National Geodetic Survey in June 1991..
 PH0767
 PH0767.The geoid height was determined by GEOID03.
 PH0767
 PH0767.The dynamic height is computed by dividing the NAVD 88
 PH0767.geopotential number by the normal gravity value computed on the
 PH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0767.degrees latitude (g = 980.6199 gals.).
 PH0767
 PH0767.The modeled gravity was interpolated from observed gravity values.
 PH0767
 PH0767;                    North         East    Units  Estimated Accuracy
 PH0767;SPC NY E     -   649,750.      148,940.      MT  (+/- 180 meters Scaled)
 PH0767
 PH0767                          SUPERSEDED SURVEY CONTROL
 PH0767
 PH0767  NGVD 29 (??/??/92)  381.613  (m)         1252.01   (f) ADJ UNCH    2 0
 PH0767
 PH0767.Superseded values are not recommended for survey control.
 PH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0767.See file dsdata.txt to determine how the superseded data were derived.
 PH0767
 PH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ385479(NAD 83)
 PH0767_MARKER: DB = BENCH MARK DISK
 PH0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0767_SP_SET: CULVERT
 PH0767_STAMPING: C 246 1942
 PH0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0767
 PH0767  HISTORY     - Date     Condition        Report By
 PH0767  HISTORY     - 1942     MONUMENTED       CGS
 PH0767
 PH0767                          STATION DESCRIPTION
 PH0767
 PH0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0767'2.0 MI E FROM ST. REGIS FALLS.
 PH0767'TO REACH FROM THE ST. REGIS CENTRAL SCHOOL BUILDING IN ST. REGIS
 PH0767'FALLS, PROCEED 2.0 MILES EAST ALONG A COUNTY ASPHALT ROAD, TO A
 PH0767'CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS SET
 PH0767'HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A 2.0 FOOT
 PH0767'CONCRETE PIPE CULVERT UNDER ASPHALT ROAD. IT IS 0.1 MILE EAST OF A
 PH0767'FARM HOUSE ON THE SOUTH SIDE OF ROAD, 15.6 FEET SOUTH OF AND ABOUT 2.0
 PH0767'FEET BELOW THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0167 ***********************************************************************
 PH0167  DESIGNATION -  C 247
 PH0167  PID         -  PH0167
 PH0167  STATE/COUNTY-  NY/FRANKLIN
 PH0167  USGS QUAD   -  LOON LAKE (1980)
 PH0167
 PH0167                         *CURRENT SURVEY CONTROL
 PH0167  ___________________________________________________________________
 PH0167* NAD 83(1986)-  44 34 21.     (N)    074 06 08.     (W)     SCALED    
 PH0167* NAVD 88     -       525.084  (meters)    1722.71   (feet)  ADJUSTED  
 PH0167  ___________________________________________________________________
 PH0167  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 PH0167  DYNAMIC HT  -         525.004 (meters)    1722.45  (feet)  COMP
 PH0167  MODELED GRAV-     980,449.9   (mgal)                       NAVD 88
 PH0167
 PH0167  VERT ORDER  -  SECOND    CLASS 0
 PH0167
 PH0167.The horizontal coordinates were scaled from a topographic map and have
 PH0167.an estimated accuracy of +/- 6 seconds.
 PH0167
 PH0167.The orthometric height was determined by differential leveling
 PH0167.and adjusted by the National Geodetic Survey in June 1991..
 PH0167
 PH0167.The geoid height was determined by GEOID03.
 PH0167
 PH0167.The dynamic height is computed by dividing the NAVD 88
 PH0167.geopotential number by the normal gravity value computed on the
 PH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0167.degrees latitude (g = 980.6199 gals.).
 PH0167
 PH0167.The modeled gravity was interpolated from observed gravity values.
 PH0167
 PH0167;                    North         East    Units  Estimated Accuracy
 PH0167;SPC NY E     -   637,450.      181,590.      MT  (+/- 180 meters Scaled)
 PH0167
 PH0167                          SUPERSEDED SURVEY CONTROL
 PH0167
 PH0167  NGVD 29 (??/??/92)  525.118  (m)         1722.82   (f) ADJ UNCH    2 0
 PH0167
 PH0167.Superseded values are not recommended for survey control.
 PH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0167.See file dsdata.txt to determine how the superseded data were derived.
 PH0167
 PH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ712358(NAD 83)
 PH0167_MARKER: DB = BENCH MARK DISK
 PH0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0167_SP_SET: BRIDGE ABUTMENT
 PH0167_STAMPING: C 247 1942
 PH0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0167
 PH0167  HISTORY     - Date     Condition        Report By
 PH0167  HISTORY     - 1942     MONUMENTED       CGS
 PH0167
 PH0167                          STATION DESCRIPTION
 PH0167
 PH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0167'0.3 MI N FROM INMAN.
 PH0167'TO REACH FROM THE STATION AT INMAN, PROCEED 0.3 MILE NORTH ALONG THE
 PH0167'NEW YORK CENTRAL RAILROAD TO AN OVERHEAD BRIDGE OVER HIGHWAY NO. 99,
 PH0167'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE WEST
 PH0167'END OF THE NORTH ABUTMENT OF OVERHEAD BRIDGE, IN THE THIRD STEP.  IT
 PH0167'IS 13.0 FEET WEST OF AND 4.0 FEET BELOW THE CENTERLINE OF TRACK.  IT
 PH0167'IS ABOUT 0.1 MILE NORTH OF MILE POST NO. 149, AT BRIDGE NO. M-104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0013 ***********************************************************************
 OE0013  DESIGNATION -  C 248
 OE0013  PID         -  OE0013
 OE0013  STATE/COUNTY-  NY/HAMILTON
 OE0013  USGS QUAD   -  
 OE0013
 OE0013                         *CURRENT SURVEY CONTROL
 OE0013  ___________________________________________________________________
 OE0013* NAD 83(1986)-  43 54 41.     (N)    074 26 37.     (W)     SCALED    
 OE0013* NAVD 88     -       557.457  (meters)    1828.92   (feet)  ADJUSTED  
 OE0013  ___________________________________________________________________
 OE0013  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OE0013  DYNAMIC HT  -         557.335 (meters)    1828.52  (feet)  COMP
 OE0013  MODELED GRAV-     980,382.8   (mgal)                       NAVD 88
 OE0013
 OE0013  VERT ORDER  -  SECOND    CLASS 0
 OE0013
 OE0013.The horizontal coordinates were scaled from a topographic map and have
 OE0013.an estimated accuracy of +/- 6 seconds.
 OE0013
 OE0013.The orthometric height was determined by differential leveling
 OE0013.and adjusted by the National Geodetic Survey in June 1991..
 OE0013
 OE0013.The geoid height was determined by GEOID03.
 OE0013
 OE0013.The dynamic height is computed by dividing the NAVD 88
 OE0013.geopotential number by the normal gravity value computed on the
 OE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0013.degrees latitude (g = 980.6199 gals.).
 OE0013
 OE0013.The modeled gravity was interpolated from observed gravity values.
 OE0013
 OE0013;                    North         East    Units  Estimated Accuracy
 OE0013;SPC NY E     -   563,920.      154,530.      MT  (+/- 180 meters Scaled)
 OE0013
 OE0013                          SUPERSEDED SURVEY CONTROL
 OE0013
 OE0013  NGVD 29 (??/??/92)  557.516  (m)         1829.12   (f) ADJ UNCH    2 0
 OE0013
 OE0013.Superseded values are not recommended for survey control.
 OE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0013.See file dsdata.txt to determine how the superseded data were derived.
 OE0013
 OE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP446621(NAD 83)
 OE0013_MARKER: DB = BENCH MARK DISK
 OE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0013_STAMPING: C 248 1942
 OE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0013+STABILITY: SURFACE MOTION
 OE0013
 OE0013  HISTORY     - Date     Condition        Report By
 OE0013  HISTORY     - 1942     MONUMENTED       CGS
 OE0013
 OE0013                          STATION DESCRIPTION
 OE0013
 OE0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0013'5.4 MI N FROM BLUE MOUNTAIN LAKE.
 OE0013'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 28, PROCEED 5.4
 OE0013'MILES NORTH ALONG STATE HIGHWAY NO. 10, TO SITE OF BENCH MARK. BENCH
 OE0013'MARK IS 100.0 FEET SOUTH OF A BANK CUT, 33.6 FEET EAST OF AND ABOUT
 OE0013'4.0 FEET ABOVE THE CENTERLINE OF HIGHWAY.  IT IS 8.0 FEET NORTH OF A
 OE0013'TELEPHONE POLE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 OE0013'MARKER POST, AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1587 ***********************************************************************
 OE1587  DESIGNATION -  C 248 RESET 1980
 OE1587  PID         -  OE1587
 OE1587  STATE/COUNTY-  NY/HAMILTON
 OE1587  USGS QUAD   -  
 OE1587
 OE1587                         *CURRENT SURVEY CONTROL
 OE1587  ___________________________________________________________________
 OE1587* NAD 83(1986)-  43 54 41.     (N)    074 26 37.     (W)     SCALED    
 OE1587* NAVD 88     -       557.24   (meters)    1828.2    (feet)  RESET     
 OE1587  ___________________________________________________________________
 OE1587  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OE1587
 OE1587  VERT ORDER  -  THIRD
 OE1587
 OE1587.The horizontal coordinates were scaled from a topographic map and have
 OE1587.an estimated accuracy of +/- 6 seconds.
 OE1587
 OE1587.The orthometric height was computed from unverified reset data.
 OE1587.No vertical observational check was made to the station.
 OE1587
 OE1587.The geoid height was determined by GEOID03.
 OE1587
 OE1587;                    North         East    Units  Estimated Accuracy
 OE1587;SPC NY E     -   563,920.      154,530.      MT  (+/- 180 meters Scaled)
 OE1587
 OE1587                          SUPERSEDED SURVEY CONTROL
 OE1587
 OE1587  NGVD 29 (09/01/04)  557.30   (m)         1828.4    (f) RESET       3  
 OE1587
 OE1587.Superseded values are not recommended for survey control.
 OE1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1587.See file dsdata.txt to determine how the superseded data were derived.
 OE1587
 OE1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP446621(NAD 83)
 OE1587_MARKER: DB = BENCH MARK DISK
 OE1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1587_STAMPING: C 248 RESET 1980
 OE1587_PROJECTION: FLUSH
 OE1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1587+STABILITY: SURFACE MOTION
 OE1587
 OE1587  HISTORY     - Date     Condition        Report By
 OE1587  HISTORY     - 1980     MONUMENTED       LOCENG
 OE1587
 OE1587                          STATION DESCRIPTION
 OE1587
 OE1587'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 OE1587'5.45 MI NORTH FROM BLUE MOUNTAIN LAKE.
 OE1587'5.45 MILES NORTH ALONG STATE ROUTES 28N AND 30 FROM THE INTERSECTION
 OE1587'OF STATE ROUTES 28 AND 30, 40.0 FEET EAST OF THE CENTERLINE OF STATE
 OE1587'ROUTES 28N AND 30, 101.0 FEET SOUTHEAST OF POWER POLE NO NYSE AND G
 OE1587'NO 105, 108.5 FEET NORTH OF BIKE ROUTE SIGN WITH MARKER WITH NUMBERS
 OE1587'30 2206 1667 ON IT, AND 90.0 FEET SOUTH OF ROCK SLOPE PROTECTION.
 OE1587'THE MARK IS 4.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1048 ***********************************************************************
 OD1048  DESIGNATION -  C 249
 OD1048  PID         -  OD1048
 OD1048  STATE/COUNTY-  NY/ESSEX
 OD1048  USGS QUAD   -  PARADOX LAKE (1973)
 OD1048
 OD1048                         *CURRENT SURVEY CONTROL
 OD1048  ___________________________________________________________________
 OD1048* NAD 83(1986)-  43 57 12.     (N)    073 44 37.     (W)     SCALED    
 OD1048* NAVD 88     -       268.933  (meters)     882.32   (feet)  ADJUSTED  
 OD1048  ___________________________________________________________________
 OD1048  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OD1048  DYNAMIC HT  -         268.881 (meters)     882.15  (feet)  COMP
 OD1048  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 OD1048
 OD1048  VERT ORDER  -  SECOND    CLASS II
 OD1048
 OD1048.The horizontal coordinates were scaled from a topographic map and have
 OD1048.an estimated accuracy of +/- 6 seconds.
 OD1048
 OD1048.The orthometric height was determined by differential leveling
 OD1048.and adjusted by the National Geodetic Survey in August 2004..
 OD1048.No vertical observational check was made to the station.
 OD1048
 OD1048.The geoid height was determined by GEOID03.
 OD1048
 OD1048.The dynamic height is computed by dividing the NAVD 88
 OD1048.geopotential number by the normal gravity value computed on the
 OD1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD1048.degrees latitude (g = 980.6199 gals.).
 OD1048
 OD1048.The modeled gravity was interpolated from observed gravity values.
 OD1048
 OD1048;                    North         East    Units  Estimated Accuracy
 OD1048;SPC NY E     -   568,860.      210,710.      MT  (+/- 180 meters Scaled)
 OD1048
 OD1048                          SUPERSEDED SURVEY CONTROL
 OD1048
 OD1048  NAVD 88 (06/15/91)  268.945  (m)          882.36   (f) UNKNOWN     2 0
 OD1048  NGVD 29 (??/??/92)  269.046  (m)          882.70   (f) ADJ UNCH    2 0
 OD1048
 OD1048.Superseded values are not recommended for survey control.
 OD1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1048.See file dsdata.txt to determine how the superseded data were derived.
 OD1048
 OD1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP008674(NAD 83)
 OD1048_MARKER: DB = BENCH MARK DISK
 OD1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD1048_STAMPING: C 249 1942
 OD1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD1048+STABILITY: SURFACE MOTION
 OD1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD1048+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 OD1048
 OD1048  HISTORY     - Date     Condition        Report By
 OD1048  HISTORY     - 1942     MONUMENTED       CGS
 OD1048  HISTORY     - 20030623 GOOD             NYDT
 OD1048
 OD1048                          STATION DESCRIPTION
 OD1048
 OD1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD1048'1.0 MI W FROM SCHROON RIVER.
 OD1048'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 9 AT SCHROON
 OD1048'RIVER, PROCEED 1.0 MILE WEST ALONG A COUNTY ROAD LEADING TO BLUE
 OD1048'RIDGE, TO A SMALL HOUSE ON THE NORTH SIDE OF ROAD, AND SITE OF BENCH
 OD1048'MARK.  BENCH MARK IS 39.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 OD1048'SMALL HOUSE, AND ON THE OUTSIDE OF A CURVE IN ROAD.  IT IS 32.0 FEET
 OD1048'NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF GRAVEL ROAD.
 OD1048'MONUMENT IS 2.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST,
 OD1048'AND PROJECTS 0.5 FOOT.
 OD1048
 OD1048                          STATION RECOVERY (2003)
 OD1048
 OD1048'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 OD1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0418 ***********************************************************************
 OF0418  DESIGNATION -  C 25
 OF0418  PID         -  OF0418
 OF0418  STATE/COUNTY-  NY/OSWEGO
 OF0418  USGS QUAD   -  NEW HAVEN (1982)
 OF0418
 OF0418                         *CURRENT SURVEY CONTROL
 OF0418  ___________________________________________________________________
 OF0418* NAD 83(1986)-  43 29 44.     (N)    076 19 13.     (W)     SCALED    
 OF0418* NAVD 88     -        91.805  (meters)     301.20   (feet)  ADJUSTED  
 OF0418  ___________________________________________________________________
 OF0418  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OF0418  DYNAMIC HT  -          91.786 (meters)     301.13  (feet)  COMP
 OF0418  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 OF0418
 OF0418  VERT ORDER  -  FIRST     CLASS II
 OF0418
 OF0418.The horizontal coordinates were scaled from a topographic map and have
 OF0418.an estimated accuracy of +/- 6 seconds.
 OF0418
 OF0418.The orthometric height was determined by differential leveling
 OF0418.and adjusted by the National Geodetic Survey in June 1991..
 OF0418
 OF0418.The geoid height was determined by GEOID03.
 OF0418
 OF0418.The dynamic height is computed by dividing the NAVD 88
 OF0418.geopotential number by the normal gravity value computed on the
 OF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0418.degrees latitude (g = 980.6199 gals.).
 OF0418
 OF0418.The modeled gravity was interpolated from observed gravity values.
 OF0418
 OF0418;                    North         East    Units  Estimated Accuracy
 OF0418;SPC NY C     -   388,260.      271,280.      MT  (+/- 180 meters Scaled)
 OF0418
 OF0418                          SUPERSEDED SURVEY CONTROL
 OF0418
 OF0418  NGVD 29 (??/??/92)   92.004  (m)          301.85   (f) ADJ UNCH    1 2
 OF0418
 OF0418.Superseded values are not recommended for survey control.
 OF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0418.See file dsdata.txt to determine how the superseded data were derived.
 OF0418
 OF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP932166(NAD 83)
 OF0418_MARKER: O = CHISELED CIRCLE
 OF0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0418_SP_SET: BRIDGE
 OF0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0418
 OF0418  HISTORY     - Date     Condition        Report By
 OF0418  HISTORY     - UNK      MONUMENTED       CGS
 OF0418  HISTORY     - 1968     GOOD             NGS
 OF0418
 OF0418                          STATION DESCRIPTION
 OF0418
 OF0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0418'AT NEW HAVEN.
 OF0418'C 25--AT NEW HAVEN, OSWEGO COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 OF0418'800 FEET WEST OF THE STATION, AT THE NORTHEAST CORNER OF BRIDGE NO.
 OF0418'243 OVER CATFISH CREEK, ON THE NORTHWEST CORNER OF THE TOP STONE,
 OF0418'5-1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE TOP
 OF0418'OF THE RAIL. A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1198 ***********************************************************************
 LX1198  DESIGNATION -  C 25 A
 LX1198  PID         -  LX1198
 LX1198  STATE/COUNTY-  NY/WESTCHESTER
 LX1198  USGS QUAD   -  WHITE PLAINS (1967)
 LX1198
 LX1198                         *CURRENT SURVEY CONTROL
 LX1198  ___________________________________________________________________
 LX1198* NAD 83(1986)-  41 00 41.     (N)    073 47 41.     (W)     SCALED    
 LX1198* NAVD 88     -        48.588  (meters)     159.41   (feet)  POSTED    
 LX1198  ___________________________________________________________________
 LX1198  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LX1198  DYNAMIC HT  -          48.570 (meters)     159.35  (feet)  COMP
 LX1198  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 LX1198
 LX1198  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX1198
 LX1198.The horizontal coordinates were scaled from a topographic map and have
 LX1198.an estimated accuracy of +/- 6 seconds.
 LX1198
 LX1198.The orthometric height was determined by differential leveling
 LX1198.and adjusted by the National Geodetic Survey in 1992..
 LX1198.No vertical observational check was made to the station.
 LX1198.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX1198.was located on a no-check spur therefore a value was not computed.
 LX1198
 LX1198.The geoid height was determined by GEOID03.
 LX1198
 LX1198.The dynamic height is computed by dividing the NAVD 88
 LX1198.geopotential number by the normal gravity value computed on the
 LX1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1198.degrees latitude (g = 980.6199 gals.).
 LX1198
 LX1198.The modeled gravity was interpolated from observed gravity values.
 LX1198
 LX1198;                    North         East    Units  Estimated Accuracy
 LX1198;SPC NY E     -   242,050.      209,320.      MT  (+/- 180 meters Scaled)
 LX1198
 LX1198                          SUPERSEDED SURVEY CONTROL
 LX1198
 LX1198  NGVD 29 (??/??/92)   48.891  (m)          160.40   (f) ADJ UNCH    2 0
 LX1198
 LX1198.Superseded values are not recommended for survey control.
 LX1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1198.See file dsdata.txt to determine how the superseded data were derived.
 LX1198
 LX1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL013407(NAD 83)
 LX1198_MARKER: DD = SURVEY DISK
 LX1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1198_STAMPING: C 25 A
 LX1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1198+STABILITY: SURFACE MOTION
 LX1198
 LX1198  HISTORY     - Date     Condition        Report By
 LX1198  HISTORY     - UNK      MONUMENTED       NYGS
 LX1198  HISTORY     - 1935     GOOD             NGS
 LX1198
 LX1198                          STATION DESCRIPTION
 LX1198
 LX1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1198'AT HARTSDALE.
 LX1198'AT HARTSDALE, WESTCHESTER COUNTY, ABOUT 400 FEET NORTHEAST OF
 LX1198'THE NEW YORK CENTRAL RAILROAD STATION, 75 FEET NORTH OF A
 LX1198'BRIDGE, 75 FEET EAST OF THE BRONX RIVER, 48 FEET WEST OF THE
 LX1198'CENTER LINE OF THE PARKWAY, 26 FEET NORTH OF THE CENTER LINE OF
 LX1198'A 3-FOOT BROOK, AND ABOUT FLUSH WITH THE ROAD.  A STATE SURVEY
 LX1198'STANDARD DISK, STAMPED C 25 A AND SET IN THE TOP OF A CONCRETE
 LX1198'POST ABOUT 1 INCH UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1197 ***********************************************************************
 PG1197  DESIGNATION -  C 250
 PG1197  PID         -  PG1197
 PG1197  STATE/COUNTY-  NY/CLINTON
 PG1197  USGS QUAD   -  LYON MOUNTAIN (1968)
 PG1197
 PG1197                         *CURRENT SURVEY CONTROL
 PG1197  ___________________________________________________________________
 PG1197* NAD 83(1986)-  44 43 35.     (N)    073 55 24.     (W)     SCALED    
 PG1197* NAVD 88     -       525.015  (meters)    1722.49   (feet)  ADJUSTED  
 PG1197  ___________________________________________________________________
 PG1197  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PG1197  DYNAMIC HT  -         524.958 (meters)    1722.30  (feet)  COMP
 PG1197  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PG1197
 PG1197  VERT ORDER  -  SECOND    CLASS 0
 PG1197
 PG1197.The horizontal coordinates were scaled from a topographic map and have
 PG1197.an estimated accuracy of +/- 6 seconds.
 PG1197
 PG1197.The orthometric height was determined by differential leveling
 PG1197.and adjusted by the National Geodetic Survey in June 1991..
 PG1197
 PG1197.The geoid height was determined by GEOID03.
 PG1197
 PG1197.The dynamic height is computed by dividing the NAVD 88
 PG1197.geopotential number by the normal gravity value computed on the
 PG1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1197.degrees latitude (g = 980.6199 gals.).
 PG1197
 PG1197.The modeled gravity was interpolated from observed gravity values.
 PG1197
 PG1197;                    North         East    Units  Estimated Accuracy
 PG1197;SPC NY E     -   654,630.      195,680.      MT  (+/- 180 meters Scaled)
 PG1197
 PG1197                          SUPERSEDED SURVEY CONTROL
 PG1197
 PG1197  NGVD 29 (??/??/??)  525.059  (m)         1722.63   (f) ADJUSTED    2 0
 PG1197
 PG1197.Superseded values are not recommended for survey control.
 PG1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1197.See file dsdata.txt to determine how the superseded data were derived.
 PG1197
 PG1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ852531(NAD 83)
 PG1197_MARKER: DB = BENCH MARK DISK
 PG1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1197_SP_SET: CULVERT
 PG1197_STAMPING: C 250 1942
 PG1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1197
 PG1197  HISTORY     - Date     Condition        Report By
 PG1197  HISTORY     - 1942     MONUMENTED       CGS
 PG1197
 PG1197                          STATION DESCRIPTION
 PG1197
 PG1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1197'0.9 MI W FROM LYON MOUNTAIN.
 PG1197'0.9 MILE WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 PG1197'AT LYON MOUNTAIN, ABOUT 480 FEET EAST OF MILEPOST P-37, AT A CONCRETE
 PG1197'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 36 FEET
 PG1197'NORTH OF THE RIGHT-OF-WAY FENCE, 15 FEET SOUTH OF THE CENTERLINE OF
 PG1197'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 PG1197'STAMPED C 250 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0851 ***********************************************************************
 LY0851  DESIGNATION -  C 251
 LY0851  PID         -  LY0851
 LY0851  STATE/COUNTY-  NY/ORANGE
 LY0851  USGS QUAD   -  UNIONVILLE (1969)
 LY0851
 LY0851                         *CURRENT SURVEY CONTROL
 LY0851  ___________________________________________________________________
 LY0851* NAD 83(1986)-  41 18 22.     (N)    074 31 57.     (W)     SCALED    
 LY0851* NAVD 88     -       139.363  (meters)     457.23   (feet)  ADJUSTED  
 LY0851  ___________________________________________________________________
 LY0851  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY0851  DYNAMIC HT  -         139.306 (meters)     457.04  (feet)  COMP
 LY0851  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 LY0851
 LY0851  VERT ORDER  -  SECOND    CLASS 0
 LY0851
 LY0851.The horizontal coordinates were scaled from a topographic map and have
 LY0851.an estimated accuracy of +/- 6 seconds.
 LY0851
 LY0851.The orthometric height was determined by differential leveling
 LY0851.and adjusted by the National Geodetic Survey in June 1991..
 LY0851
 LY0851.The geoid height was determined by GEOID03.
 LY0851
 LY0851.The dynamic height is computed by dividing the NAVD 88
 LY0851.geopotential number by the normal gravity value computed on the
 LY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0851.degrees latitude (g = 980.6199 gals.).
 LY0851
 LY0851.The modeled gravity was interpolated from observed gravity values.
 LY0851
 LY0851;                    North         East    Units  Estimated Accuracy
 LY0851;SPC NY E     -   274,540.      147,280.      MT  (+/- 180 meters Scaled)
 LY0851
 LY0851                          SUPERSEDED SURVEY CONTROL
 LY0851
 LY0851  NGVD 29 (??/??/92)  139.566  (m)          457.89   (f) ADJ UNCH    2 0
 LY0851
 LY0851.Superseded values are not recommended for survey control.
 LY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0851.See file dsdata.txt to determine how the superseded data were derived.
 LY0851
 LY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL391728(NAD 83)
 LY0851_MARKER: DB = BENCH MARK DISK
 LY0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0851_SP_SET: CONC FOUNDATION
 LY0851_STAMPING: C 251 1942
 LY0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0851
 LY0851  HISTORY     - Date     Condition        Report By
 LY0851  HISTORY     - 1942     MONUMENTED       CGS
 LY0851
 LY0851                          STATION DESCRIPTION
 LY0851
 LY0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0851'2.4 MI NE FROM UNIONVILLE.
 LY0851'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 LY0851'UNIONVILLE, ORANGE COUNTY, THENCE 2.2 MILES NORTHEAST ALONG A
 LY0851'GRAVEL ROAD, AT THE FRANK WATCH DAIRY BARN, IN THE TOP OF THE
 LY0851'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, 30 FEET NORTHWEST
 LY0851'OF THE CENTERLINE OF THE ROAD, AND ABOUT 2.5 FEET HIGHER THAN THE
 LY0851'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0506 ***********************************************************************
 LY0506  DESIGNATION -  C 252
 LY0506  PID         -  LY0506
 LY0506  STATE/COUNTY-  NY/ORANGE
 LY0506  USGS QUAD   -  PINE ISLAND (1969)
 LY0506
 LY0506                         *CURRENT SURVEY CONTROL
 LY0506  ___________________________________________________________________
 LY0506* NAD 83(1986)-  41 18 05.     (N)    074 28 47.     (W)     SCALED    
 LY0506* NAVD 88     -       119.474  (meters)     391.97   (feet)  ADJUSTED  
 LY0506  ___________________________________________________________________
 LY0506  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0506  DYNAMIC HT  -         119.426 (meters)     391.82  (feet)  COMP
 LY0506  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 LY0506
 LY0506  VERT ORDER  -  SECOND    CLASS 0
 LY0506
 LY0506.The horizontal coordinates were scaled from a topographic map and have
 LY0506.an estimated accuracy of +/- 6 seconds.
 LY0506
 LY0506.The orthometric height was determined by differential leveling
 LY0506.and adjusted by the National Geodetic Survey in June 1991..
 LY0506
 LY0506.The geoid height was determined by GEOID03.
 LY0506
 LY0506.The dynamic height is computed by dividing the NAVD 88
 LY0506.geopotential number by the normal gravity value computed on the
 LY0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0506.degrees latitude (g = 980.6199 gals.).
 LY0506
 LY0506.The modeled gravity was interpolated from observed gravity values.
 LY0506
 LY0506;                    North         East    Units  Estimated Accuracy
 LY0506;SPC NY E     -   274,020.      151,700.      MT  (+/- 180 meters Scaled)
 LY0506
 LY0506                          SUPERSEDED SURVEY CONTROL
 LY0506
 LY0506  NGVD 29 (??/??/92)  119.687  (m)          392.67   (f) ADJ UNCH    2 0
 LY0506
 LY0506.Superseded values are not recommended for survey control.
 LY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0506.See file dsdata.txt to determine how the superseded data were derived.
 LY0506
 LY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL435723(NAD 83)
 LY0506_MARKER: DB = BENCH MARK DISK
 LY0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0506_SP_SET: BRIDGE
 LY0506_STAMPING: C 252 1942
 LY0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0506
 LY0506  HISTORY     - Date     Condition        Report By
 LY0506  HISTORY     - 1942     MONUMENTED       CGS
 LY0506  HISTORY     - 1984     GOOD             USPSQD
 LY0506
 LY0506                          STATION DESCRIPTION
 LY0506
 LY0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0506'1.2 MI NW FROM PINE ISLAND.
 LY0506'1.2 MILES WEST ALONG A PAVED ROAD FROM THE ERIE RAILROAD STATION
 LY0506'AT PINE ISLAND, ORANGE COUNTY, 165 FEET NORTHWEST OF THE
 LY0506'CENTERLINE OF A RAILROAD CROSSING, AT A BRIDGE, IN THE TOP OF
 LY0506'THE SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1.5 FEET
 LY0506'HIGHER THAN THE ROAD.
 LY0506
 LY0506                          STATION RECOVERY (1984)
 LY0506
 LY0506'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0506'THE ERIE RAILROAD STATION IS NO LONGER A PRINCIPAL LAND MARK IN PINE
 LY0506'ISLAND, AND NO RAILROAD TRACKS OR ROAD BED WERE FOUND IN THE VICINITY
 LY0506'OF THE BENCH MARK. TO REACH THE BENCH MARK LOCATION GO 1.1 MILES
 LY0506'NORTHWEST ALONG ORANGE COUNTY ROUTE 1 FROM THE INTERSECTION OF ROUTE
 LY0506'ONE WITH GLENWOOD ROAD. THE BENCH MARK IS SET IN THE TOP OF THE SOUTH
 LY0506'END OF A CONCRETE CULVERT WALL ON THE WEST SIDE OF THE HWY. 200 FEET
 LY0506'SOUTH OF MISSION LAND ROAD AND 6 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0507 ***********************************************************************
 LY0507  DESIGNATION -  C 252 RESET 1956
 LY0507  PID         -  LY0507
 LY0507  STATE/COUNTY-  NY/ORANGE
 LY0507  USGS QUAD   -  PINE ISLAND (1969)
 LY0507
 LY0507                         *CURRENT SURVEY CONTROL
 LY0507  ___________________________________________________________________
 LY0507* NAD 83(1986)-  41 18 05.     (N)    074 28 47.     (W)     SCALED    
 LY0507* NAVD 88     -       118.42   (+/-2cm)     388.5    (feet)  VERTCON   
 LY0507  ___________________________________________________________________
 LY0507  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0507
 LY0507  VERT ORDER  -  THIRD (See Below)
 LY0507
 LY0507.The horizontal coordinates were scaled from a topographic map and have
 LY0507.an estimated accuracy of +/- 6 seconds.
 LY0507
 LY0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0507.The vertical order pertains to the NGVD 29 superseded value.
 LY0507
 LY0507.The geoid height was determined by GEOID03.
 LY0507
 LY0507;                    North         East    Units  Estimated Accuracy
 LY0507;SPC NY E     -   274,020.      151,700.      MT  (+/- 180 meters Scaled)
 LY0507
 LY0507                          SUPERSEDED SURVEY CONTROL
 LY0507
 LY0507  NGVD 29 (??/??/??)  118.64   (m)          389.2    (f) RESET       3  
 LY0507
 LY0507.Superseded values are not recommended for survey control.
 LY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0507.See file dsdata.txt to determine how the superseded data were derived.
 LY0507
 LY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL435723(NAD 83)
 LY0507_MARKER: DB = BENCH MARK DISK
 LY0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0507_SP_SET: CULVERT
 LY0507_STAMPING: C 252 RESET 1956
 LY0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0507
 LY0507  HISTORY     - Date     Condition        Report By
 LY0507  HISTORY     - 1956     MONUMENTED       LOCENG
 LY0507
 LY0507                          STATION DESCRIPTION
 LY0507
 LY0507'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 LY0507'1.2 MI W FROM PINE ISLAND.
 LY0507'THIS MARK IS LOCATED 1.2 MILES WEST ALONG A PAVED ROAD KNOWN
 LY0507'AS COUNTY ROAD NO. 1 FROM THE ERIE RAILROAD STATION AT PINE
 LY0507'ISLAND, ABOUT 165 FEET NORTHWEST OF THE CENTER OF A RAILROAD
 LY0507'CROSSING AT A CULVERT, IN THE TOP AND THE SOUTHWEST CORNER OF THE
 LY0507'WEST CONCRETE HEADWALL, ABOUT 24 FEET FROM THE CENTERLINE OF THE
 LY0507'ROAD AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0527 ***********************************************************************
 LY0527  DESIGNATION -  C 253
 LY0527  PID         -  LY0527
 LY0527  STATE/COUNTY-  NY/ORANGE
 LY0527  USGS QUAD   -  WARWICK (1976)
 LY0527
 LY0527                         *CURRENT SURVEY CONTROL
 LY0527  ___________________________________________________________________
 LY0527* NAD 83(1986)-  41 15 00.     (N)    074 18 37.     (W)     SCALED    
 LY0527* NAVD 88     -       194.945  (meters)     639.58   (feet)  ADJUSTED  
 LY0527  ___________________________________________________________________
 LY0527  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY0527  DYNAMIC HT  -         194.863 (meters)     639.31  (feet)  COMP
 LY0527  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 LY0527
 LY0527  VERT ORDER  -  SECOND    CLASS 0
 LY0527
 LY0527.The horizontal coordinates were scaled from a topographic map and have
 LY0527.an estimated accuracy of +/- 6 seconds.
 LY0527
 LY0527.The orthometric height was determined by differential leveling
 LY0527.and adjusted by the National Geodetic Survey in June 1991..
 LY0527
 LY0527.The geoid height was determined by GEOID03.
 LY0527
 LY0527.The dynamic height is computed by dividing the NAVD 88
 LY0527.geopotential number by the normal gravity value computed on the
 LY0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0527.degrees latitude (g = 980.6199 gals.).
 LY0527
 LY0527.The modeled gravity was interpolated from observed gravity values.
 LY0527
 LY0527;                    North         East    Units  Estimated Accuracy
 LY0527;SPC NY E     -   268,330.      165,900.      MT  (+/- 180 meters Scaled)
 LY0527
 LY0527                          SUPERSEDED SURVEY CONTROL
 LY0527
 LY0527  NGVD 29 (??/??/92)  195.178  (m)          640.35   (f) ADJ UNCH    2 0
 LY0527
 LY0527.Superseded values are not recommended for survey control.
 LY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0527.See file dsdata.txt to determine how the superseded data were derived.
 LY0527
 LY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL577667(NAD 83)
 LY0527_MARKER: DB = BENCH MARK DISK
 LY0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0527_SP_SET: BRIDGE
 LY0527_STAMPING: C 253 1942
 LY0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0527
 LY0527  HISTORY     - Date     Condition        Report By
 LY0527  HISTORY     - 1942     MONUMENTED       CGS
 LY0527
 LY0527                          STATION DESCRIPTION
 LY0527
 LY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0527'AT BELLVALE.
 LY0527'AT BELLVALE, ORANGE COUNTY, 335 FEET SOUTHWAST OF THE POST
 LY0527'OFFICE, AT A STEEL BRIDGE, IN THE TOP OF THE NORTHEAST WING
 LY0527'WALL, 17 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 17A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0211 ***********************************************************************
 LY0211  DESIGNATION -  C 254
 LY0211  PID         -  LY0211
 LY0211  STATE/COUNTY-  NY/ORANGE
 LY0211  USGS QUAD   -  PINE BUSH (1956)
 LY0211
 LY0211                         *CURRENT SURVEY CONTROL
 LY0211  ___________________________________________________________________
 LY0211* NAD 83(1986)-  41 35 24.     (N)    074 18 36.     (W)     SCALED    
 LY0211* NAVD 88     -       115.603  (meters)     379.27   (feet)  ADJUSTED  
 LY0211  ___________________________________________________________________
 LY0211  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY0211  DYNAMIC HT  -         115.559 (meters)     379.13  (feet)  COMP
 LY0211  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 LY0211
 LY0211  VERT ORDER  -  SECOND    CLASS 0
 LY0211
 LY0211.The horizontal coordinates were scaled from a topographic map and have
 LY0211.an estimated accuracy of +/- 6 seconds.
 LY0211
 LY0211.The orthometric height was determined by differential leveling
 LY0211.and adjusted by the National Geodetic Survey in June 1991..
 LY0211
 LY0211.The geoid height was determined by GEOID03.
 LY0211
 LY0211.The dynamic height is computed by dividing the NAVD 88
 LY0211.geopotential number by the normal gravity value computed on the
 LY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0211.degrees latitude (g = 980.6199 gals.).
 LY0211
 LY0211.The modeled gravity was interpolated from observed gravity values.
 LY0211
 LY0211;                    North         East    Units  Estimated Accuracy
 LY0211;SPC NY E     -   306,080.      165,840.      MT  (+/- 180 meters Scaled)
 LY0211
 LY0211                          SUPERSEDED SURVEY CONTROL
 LY0211
 LY0211  NGVD 29 (??/??/92)  115.830  (m)          380.02   (f) ADJ UNCH    2 0
 LY0211
 LY0211.Superseded values are not recommended for survey control.
 LY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0211.See file dsdata.txt to determine how the superseded data were derived.
 LY0211
 LY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM575044(NAD 83)
 LY0211_MARKER: DB = BENCH MARK DISK
 LY0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0211_SP_SET: BRIDGE
 LY0211_STAMPING: C 254 1942
 LY0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0211
 LY0211  HISTORY     - Date     Condition        Report By
 LY0211  HISTORY     - 1942     MONUMENTED       CGS
 LY0211
 LY0211                          STATION DESCRIPTION
 LY0211
 LY0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0211'1.5 MI SW FROM PINE BUSH.
 LY0211'THIS MARK IS ALONG THE MIDDLETOWN AND CRAWFORD BRANCH OF THE ERIE
 LY0211'RAILROAD ABOUT 1.5 MILES SOUTHWEST OF THE STATION AT PINE BUSH,
 LY0211'ORANGE COUNTY, AT THE VAN REUREN CROSSING, 150 FEET SOUTHWEST
 LY0211'OF A DIRT ROAD CROSSING, SET IN THE WEST END OF THE NORTH BRIDGE
 LY0211'SEAT OF BRIDGE NUMBER 8.48, 3 FEET LOWER THEN THE TRACK AND IS
 LY0211'A STANDARD DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0191 ***********************************************************************
 LY0191  DESIGNATION -  C 255
 LY0191  PID         -  LY0191
 LY0191  STATE/COUNTY-  NY/ULSTER
 LY0191  USGS QUAD   -  ROSENDALE (1980)
 LY0191
 LY0191                         *CURRENT SURVEY CONTROL
 LY0191  ___________________________________________________________________
 LY0191* NAD 83(1986)-  41 45 18.     (N)    074 05 02.     (W)     SCALED    
 LY0191* NAVD 88     -        59.580  (meters)     195.47   (feet)  ADJUSTED  
 LY0191  ___________________________________________________________________
 LY0191  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LY0191  DYNAMIC HT  -          59.558 (meters)     195.40  (feet)  COMP
 LY0191  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 LY0191
 LY0191  VERT ORDER  -  SECOND    CLASS 0
 LY0191
 LY0191.The horizontal coordinates were scaled from a topographic map and have
 LY0191.an estimated accuracy of +/- 6 seconds.
 LY0191
 LY0191.The orthometric height was determined by differential leveling
 LY0191.and adjusted by the National Geodetic Survey in June 1991..
 LY0191
 LY0191.The geoid height was determined by GEOID03.
 LY0191
 LY0191.The dynamic height is computed by dividing the NAVD 88
 LY0191.geopotential number by the normal gravity value computed on the
 LY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0191.degrees latitude (g = 980.6199 gals.).
 LY0191
 LY0191.The modeled gravity was interpolated from observed gravity values.
 LY0191
 LY0191;                    North         East    Units  Estimated Accuracy
 LY0191;SPC NY E     -   324,470.      184,600.      MT  (+/- 180 meters Scaled)
 LY0191
 LY0191                          SUPERSEDED SURVEY CONTROL
 LY0191
 LY0191  NGVD 29 (??/??/92)   59.833  (m)          196.30   (f) ADJ UNCH    2 0
 LY0191
 LY0191.Superseded values are not recommended for survey control.
 LY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0191.See file dsdata.txt to determine how the superseded data were derived.
 LY0191
 LY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM761229(NAD 83)
 LY0191_MARKER: DB = BENCH MARK DISK
 LY0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0191_SP_SET: BRIDGE
 LY0191_STAMPING: C 255 1942
 LY0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0191
 LY0191  HISTORY     - Date     Condition        Report By
 LY0191  HISTORY     - 1942     MONUMENTED       CGS
 LY0191  HISTORY     - 1987     GOOD             USPSQD
 LY0191  HISTORY     - 1990     GOOD             USPSQD
 LY0191  HISTORY     - 19970329 GOOD             USPSQD
 LY0191
 LY0191                          STATION DESCRIPTION
 LY0191
 LY0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0191'0.9 MI N FROM NEW PALTZ.
 LY0191'THIS MARK IS ALONG HIGHWAY 32 ABOUT 0.9 MILE NORTH OF THE WALLKILL
 LY0191'RIVER BRIDGE AT NEW PALTZ, ULSTER COUNTY, IN THE NORTH EDGE OF THE
 LY0191'CITY LIMIT, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LY0191'CONCRETE HIGHWAY BRIDGE OVER A SMALL STREAM, AND IS A STANDARD
 LY0191'DISK SET IN A DRILL HOLE ABOUT LEVEL WITH THE PAVEMENT.
 LY0191
 LY0191                          STATION RECOVERY (1987)
 LY0191
 LY0191'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY0191'RECOVERED IN GOOD CONDITION.
 LY0191
 LY0191                          STATION RECOVERY (1990)
 LY0191
 LY0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 LY0191'RECOVERED IN GOOD CONDITION.
 LY0191
 LY0191                          STATION RECOVERY (1997)
 LY0191
 LY0191'RECOVERY NOTE BY US POWER SQUADRON 1997
 LY0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0176 ***********************************************************************
 LY0176  DESIGNATION -  C 256
 LY0176  PID         -  LY0176
 LY0176  STATE/COUNTY-  NY/ULSTER
 LY0176  USGS QUAD   -  GARDINER (1957)
 LY0176
 LY0176                         *CURRENT SURVEY CONTROL
 LY0176  ___________________________________________________________________
 LY0176* NAD 83(1986)-  41 39 37.     (N)    074 13 35.     (W)     SCALED    
 LY0176* NAVD 88     -        93.659  (meters)     307.28   (feet)  ADJUSTED  
 LY0176  ___________________________________________________________________
 LY0176  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LY0176  DYNAMIC HT  -          93.623 (meters)     307.16  (feet)  COMP
 LY0176  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 LY0176
 LY0176  VERT ORDER  -  SECOND    CLASS 0
 LY0176
 LY0176.The horizontal coordinates were scaled from a topographic map and have
 LY0176.an estimated accuracy of +/- 6 seconds.
 LY0176
 LY0176.The orthometric height was determined by differential leveling
 LY0176.and adjusted by the National Geodetic Survey in June 1991..
 LY0176
 LY0176.The geoid height was determined by GEOID03.
 LY0176
 LY0176.The dynamic height is computed by dividing the NAVD 88
 LY0176.geopotential number by the normal gravity value computed on the
 LY0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0176.degrees latitude (g = 980.6199 gals.).
 LY0176
 LY0176.The modeled gravity was interpolated from observed gravity values.
 LY0176
 LY0176;                    North         East    Units  Estimated Accuracy
 LY0176;SPC NY E     -   313,910.      172,790.      MT  (+/- 180 meters Scaled)
 LY0176
 LY0176                          SUPERSEDED SURVEY CONTROL
 LY0176
 LY0176  NGVD 29 (??/??/92)   93.894  (m)          308.05   (f) ADJ UNCH    2 0
 LY0176
 LY0176.Superseded values are not recommended for survey control.
 LY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0176.See file dsdata.txt to determine how the superseded data were derived.
 LY0176
 LY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM644123(NAD 83)
 LY0176_MARKER: DB = BENCH MARK DISK
 LY0176_SETTING: 80 = SET IN A BOULDER
 LY0176_SP_SET: BOULDER
 LY0176_STAMPING: C 256 1942
 LY0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0176+STABILITY: SURFACE MOTION
 LY0176
 LY0176  HISTORY     - Date     Condition        Report By
 LY0176  HISTORY     - 1942     MONUMENTED       CGS
 LY0176
 LY0176                          STATION DESCRIPTION
 LY0176
 LY0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0176'9.7 MI SW FROM NEW PALTZ.
 LY0176'THIS MARK IS ALONG A TAR ROAD ABOUT 9.7 MILES SOUTHWEST OF NEW
 LY0176'PALTZ, ULSTER COUNTY, ABOUT 0.1 MILE NORTH OF VINCES TAVERN, ABOUT
 LY0176'2.4 MILES NORTHEAST OF THE JUNCTION AT DWAARKILL, 210 FEET
 LY0176'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN AN OPEN PASTURE,
 LY0176'SET IN THE TOP OF A LARGE OUTCROPPING BOULDER PAINTED WITH THE
 LY0176'LETTERS BM, 2 1/2 FEET HIGHER THAN THE GROUND, AND IS A STANDARD
 LY0176'DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0645 ***********************************************************************
 NA0645  DESIGNATION -  C 257
 NA0645  PID         -  NA0645
 NA0645  STATE/COUNTY-  NY/DELAWARE
 NA0645  USGS QUAD   -  MARGARETVILLE (1982)
 NA0645
 NA0645                         *CURRENT SURVEY CONTROL
 NA0645  ___________________________________________________________________
 NA0645* NAD 83(1986)-  42 10 15.     (N)    074 40 41.     (W)     SCALED    
 NA0645* NAVD 88     -       452.568  (meters)    1484.80   (feet)  ADJUSTED  
 NA0645  ___________________________________________________________________
 NA0645  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NA0645  DYNAMIC HT  -         452.406 (meters)    1484.27  (feet)  COMP
 NA0645  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 NA0645
 NA0645  VERT ORDER  -  SECOND    CLASS 0
 NA0645
 NA0645.The horizontal coordinates were scaled from a topographic map and have
 NA0645.an estimated accuracy of +/- 6 seconds.
 NA0645
 NA0645.The orthometric height was determined by differential leveling
 NA0645.and adjusted by the National Geodetic Survey in June 1991..
 NA0645
 NA0645.The geoid height was determined by GEOID03.
 NA0645
 NA0645.The dynamic height is computed by dividing the NAVD 88
 NA0645.geopotential number by the normal gravity value computed on the
 NA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0645.degrees latitude (g = 980.6199 gals.).
 NA0645
 NA0645.The modeled gravity was interpolated from observed gravity values.
 NA0645
 NA0645;                    North         East    Units  Estimated Accuracy
 NA0645;SPC NY E     -   370,590.      135,290.      MT  (+/- 180 meters Scaled)
 NA0645
 NA0645                          SUPERSEDED SURVEY CONTROL
 NA0645
 NA0645  NGVD 29 (??/??/92)  452.736  (m)         1485.35   (f) ADJ UNCH    2 0
 NA0645
 NA0645.Superseded values are not recommended for survey control.
 NA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0645.See file dsdata.txt to determine how the superseded data were derived.
 NA0645
 NA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM265687(NAD 83)
 NA0645_MARKER: DB = BENCH MARK DISK
 NA0645_SETTING: 80 = SET IN A BOULDER
 NA0645_SP_SET: BOULDER
 NA0645_STAMPING: C-257 1942
 NA0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0645+STABILITY: SURFACE MOTION
 NA0645
 NA0645  HISTORY     - Date     Condition        Report By
 NA0645  HISTORY     - 1942     MONUMENTED       CGS
 NA0645
 NA0645                          STATION DESCRIPTION
 NA0645
 NA0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0645'2.8 MI N FROM DUNRAVEN.
 NA0645'1.0 MILE NORTH ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 NA0645'DUNRAVEN, THENCE 1.8 MILES NORTH ALONG THE COUNTY ROAD, SET IN TOP OF
 NA0645'A BOULDER, ABOUT 0.15 MILE EAST OF A 2-STORY WHITE FARM HOUSE ON THE
 NA0645'NORTHWEST SIDE OF ROAD AND CREEK, NEAR THE SUMMIT OF A SMALL HILL,
 NA0645'27.4 FEET SOUTHEAST OF THE CENTER-LINE OF THE ROAD, 12.7 FEET
 NA0645'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 9.8 FEET SOUTHEAST OF A 12-INCH
 NA0645'OAK TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF TREE, ABOUT
 NA0645'1.5 FEET ABOVE ROAD LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0601 ***********************************************************************
 NA0601  DESIGNATION -  C 258
 NA0601  PID         -  NA0601
 NA0601  STATE/COUNTY-  NY/DELAWARE
 NA0601  USGS QUAD   -  BLOOMVILLE (1981)
 NA0601
 NA0601                         *CURRENT SURVEY CONTROL
 NA0601  ___________________________________________________________________
 NA0601* NAD 83(1986)-  42 16 01.     (N)    074 46 35.     (W)     SCALED    
 NA0601* NAVD 88     -       542.438  (meters)    1779.65   (feet)  ADJUSTED  
 NA0601  ___________________________________________________________________
 NA0601  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 NA0601  DYNAMIC HT  -         542.242 (meters)    1779.01  (feet)  COMP
 NA0601  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 NA0601
 NA0601  VERT ORDER  -  SECOND    CLASS 0
 NA0601
 NA0601.The horizontal coordinates were scaled from a topographic map and have
 NA0601.an estimated accuracy of +/- 6 seconds.
 NA0601
 NA0601.The orthometric height was determined by differential leveling
 NA0601.and adjusted by the National Geodetic Survey in June 1991..
 NA0601
 NA0601.The geoid height was determined by GEOID03.
 NA0601
 NA0601.The dynamic height is computed by dividing the NAVD 88
 NA0601.geopotential number by the normal gravity value computed on the
 NA0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0601.degrees latitude (g = 980.6199 gals.).
 NA0601
 NA0601.The modeled gravity was interpolated from observed gravity values.
 NA0601
 NA0601;                    North         East    Units  Estimated Accuracy
 NA0601;SPC NY E     -   381,290.      127,200.      MT  (+/- 180 meters Scaled)
 NA0601
 NA0601                          SUPERSEDED SURVEY CONTROL
 NA0601
 NA0601  NGVD 29 (??/??/92)  542.602  (m)         1780.19   (f) ADJ UNCH    2 0
 NA0601
 NA0601.Superseded values are not recommended for survey control.
 NA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0601.See file dsdata.txt to determine how the superseded data were derived.
 NA0601
 NA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM184794(NAD 83)
 NA0601_MARKER: DB = BENCH MARK DISK
 NA0601_SETTING: 80 = SET IN A BOULDER
 NA0601_SP_SET: BOULDER
 NA0601_STAMPING: C-258 1942
 NA0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0601+STABILITY: SURFACE MOTION
 NA0601
 NA0601  HISTORY     - Date     Condition        Report By
 NA0601  HISTORY     - 1942     MONUMENTED       CGS
 NA0601
 NA0601                          STATION DESCRIPTION
 NA0601
 NA0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0601'0.7 MI N FROM BOVINA CENTER.
 NA0601'0.7 MILE NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT BOVINA
 NA0601'CENTER, SET IN THE TOP OF A BOULDER, 58 FEET NORTHWEST OF THE
 NA0601'CENTER-LINE OF THE ROAD, 38 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 NA0601'33 FEET NORTH OF A 3-FOOT OAK TREE, ON THE NORTHWEST SLOPE OF HILL,
 NA0601'ABOUT 8 FEET BELOW ROAD LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0374 ***********************************************************************
 NA0374  DESIGNATION -  C 259
 NA0374  PID         -  NA0374
 NA0374  STATE/COUNTY-  NY/GREENE
 NA0374  USGS QUAD   -  PRATTSVILLE (1945)
 NA0374
 NA0374                         *CURRENT SURVEY CONTROL
 NA0374  ___________________________________________________________________
 NA0374* NAD 83(1986)-  42 18 16.     (N)    074 25 02.     (W)     SCALED    
 NA0374* NAVD 88     -       361.297  (meters)    1185.36   (feet)  ADJUSTED  
 NA0374  ___________________________________________________________________
 NA0374  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NA0374  DYNAMIC HT  -         361.173 (meters)    1184.95  (feet)  COMP
 NA0374  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 NA0374
 NA0374  VERT ORDER  -  SECOND    CLASS 0
 NA0374
 NA0374.The horizontal coordinates were scaled from a topographic map and have
 NA0374.an estimated accuracy of +/- 6 seconds.
 NA0374
 NA0374.The orthometric height was determined by differential leveling
 NA0374.and adjusted by the National Geodetic Survey in June 1991..
 NA0374
 NA0374.The geoid height was determined by GEOID03.
 NA0374
 NA0374.The dynamic height is computed by dividing the NAVD 88
 NA0374.geopotential number by the normal gravity value computed on the
 NA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0374.degrees latitude (g = 980.6199 gals.).
 NA0374
 NA0374.The modeled gravity was interpolated from observed gravity values.
 NA0374
 NA0374;                    North         East    Units  Estimated Accuracy
 NA0374;SPC NY E     -   385,420.      156,830.      MT  (+/- 180 meters Scaled)
 NA0374
 NA0374                          SUPERSEDED SURVEY CONTROL
 NA0374
 NA0374  NGVD 29 (??/??/92)  361.487  (m)         1185.98   (f) ADJ UNCH    2 0
 NA0374
 NA0374.Superseded values are not recommended for survey control.
 NA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0374.See file dsdata.txt to determine how the superseded data were derived.
 NA0374
 NA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM480837(NAD 83)
 NA0374_MARKER: DB = BENCH MARK DISK
 NA0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0374_SP_SET: BRIDGE ABUTMENT
 NA0374_STAMPING: C-259 1942
 NA0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0374
 NA0374  HISTORY     - Date     Condition        Report By
 NA0374  HISTORY     - 1942     MONUMENTED       CGS
 NA0374  HISTORY     - 1977     GOOD             CTMALE
 NA0374
 NA0374                          STATION DESCRIPTION
 NA0374
 NA0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0374'1.1 MI SE FROM PRATTSVILLE.
 NA0374'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 23 A FROM THE SCHOOL AT
 NA0374'PRATTSVILLE, SET IN THE EAST CORNER OF THE NORTH ABUTMENT OF THE
 NA0374'BRIDGE OVER BATARIA KILL CREEK, NEAR THE SOUTH POINT OF THE TRIANGLE
 NA0374'FORMED BY THE INTERSECTION OF HIGHWAYS NO. 23 AND NO. 23 A, 15 FEET
 NA0374'EAST OF THE CENTER-LINE OF THE HIGHWAY, A STANDARD DISK.
 NA0374
 NA0374                          STATION RECOVERY (1977)
 NA0374
 NA0374'RECOVERY NOTE BY C T MALE ASSOCIATES 1977
 NA0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0375 ***********************************************************************
 NA0375  DESIGNATION -  C 259 RESET 1962
 NA0375  PID         -  NA0375
 NA0375  STATE/COUNTY-  NY/GREENE
 NA0375  USGS QUAD   -  PRATTSVILLE (1945)
 NA0375
 NA0375                         *CURRENT SURVEY CONTROL
 NA0375  ___________________________________________________________________
 NA0375* NAD 83(1986)-  42 18 16.     (N)    074 25 02.     (W)     SCALED    
 NA0375* NAVD 88     -       361.33   (meters)    1185.5    (feet)  RESET     
 NA0375  ___________________________________________________________________
 NA0375  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 NA0375
 NA0375  VERT ORDER  -  THIRD
 NA0375
 NA0375.The horizontal coordinates were scaled from a topographic map and have
 NA0375.an estimated accuracy of +/- 6 seconds.
 NA0375
 NA0375.The orthometric height was computed from unverified reset data.
 NA0375
 NA0375.The geoid height was determined by GEOID03.
 NA0375
 NA0375;                    North         East    Units  Estimated Accuracy
 NA0375;SPC NY E     -   385,420.      156,830.      MT  (+/- 180 meters Scaled)
 NA0375
 NA0375                          SUPERSEDED SURVEY CONTROL
 NA0375
 NA0375.No superseded survey control is available for this station.
 NA0375
 NA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM480837(NAD 83)
 NA0375_MARKER: DB = BENCH MARK DISK
 NA0375_SETTING: 0 = UNSPECIFIED SETTING
 NA0375_STAMPING: C 259 1942 RESET 1962
 NA0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0375
 NA0375  HISTORY     - Date     Condition        Report By
 NA0375  HISTORY     - 1962     MONUMENTED       CGS
 NA0375
 NA0375                          STATION DESCRIPTION
 NA0375
 NA0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NA0375'1.1 MI SE FROM PRATTSVILLE.
 NA0375'MR. KENNETH R. WEBBER, FIELD ENGINEER, FAIRCHILD AERIAL SURVEYS,
 NA0375'TERRACE GARDEN MOTEL, POST OFFICE BOX 312, HUNTER, NEW YORK, REPORTED
 NA0375'THAT THEY RAN A LINE FROM Q 73 RESET THROUGH THIS BM TO D 259.  THEIR
 NA0375'LINE CLOSED ON D 259 AT + 0.012, BUT MISSED C 259 RESET BY + 0.611
 NA0375'FOOT.  THE LINE WAS RERUN.  THEY DETERMINED AN ADJUSTED ELEVATION FOR
 NA0375'C 259 RESET AT 1186.698 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0587 ***********************************************************************
 OF0587  DESIGNATION -  C 26
 OF0587  PID         -  OF0587
 OF0587  STATE/COUNTY-  NY/OSWEGO
 OF0587  USGS QUAD   -  OSWEGO WEST (1978)
 OF0587
 OF0587                         *CURRENT SURVEY CONTROL
 OF0587  ___________________________________________________________________
 OF0587* NAD 83(1986)-  43 23 36.     (N)    076 32 09.     (W)     SCALED    
 OF0587* NAVD 88     -       109.353  (meters)     358.77   (feet)  ADJUSTED  
 OF0587  ___________________________________________________________________
 OF0587  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OF0587  DYNAMIC HT  -         109.330 (meters)     358.69  (feet)  COMP
 OF0587  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 OF0587
 OF0587  VERT ORDER  -  FIRST     CLASS II
 OF0587
 OF0587.The horizontal coordinates were scaled from a topographic map and have
 OF0587.an estimated accuracy of +/- 6 seconds.
 OF0587
 OF0587.The orthometric height was determined by differential leveling
 OF0587.and adjusted by the National Geodetic Survey in June 1991..
 OF0587
 OF0587.The geoid height was determined by GEOID03.
 OF0587
 OF0587.The dynamic height is computed by dividing the NAVD 88
 OF0587.geopotential number by the normal gravity value computed on the
 OF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0587.degrees latitude (g = 980.6199 gals.).
 OF0587
 OF0587.The modeled gravity was interpolated from observed gravity values.
 OF0587
 OF0587;                    North         East    Units  Estimated Accuracy
 OF0587;SPC NY C     -   376,870.      253,850.      MT  (+/- 180 meters Scaled)
 OF0587
 OF0587                          SUPERSEDED SURVEY CONTROL
 OF0587
 OF0587  NGVD 29 (??/??/92)  109.552  (m)          359.42   (f) ADJ UNCH    1 2
 OF0587
 OF0587.Superseded values are not recommended for survey control.
 OF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0587.See file dsdata.txt to determine how the superseded data were derived.
 OF0587
 OF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP756056(NAD 83)
 OF0587_MARKER: Z = SEE DESCRIPTION
 OF0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0587_SP_SET: RAIL
 OF0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0587
 OF0587  HISTORY     - Date     Condition        Report By
 OF0587  HISTORY     - UNK      MONUMENTED       CGS
 OF0587  HISTORY     - 1935     GOOD             NGS
 OF0587
 OF0587                          STATION DESCRIPTION
 OF0587
 OF0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF0587'AT FURNISS.
 OF0587'C 26 -- ABOUT 8-1/2 POLES SOUTH OF THE NEW YORK CENTRAL RAILROAD
 OF0587'STATION AT FURNISS, OSWEGO COUNTY, IN FRONT OF MILEPOST
 OF0587'P 29, AND 6 FEET WEST OF THE WEST RAIL. THE TOP OF A VERTICAL
 OF0587'RAIL PROJECTING 11 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1199 ***********************************************************************
 LX1199  DESIGNATION -  C 26
 LX1199  PID         -  LX1199
 LX1199  STATE/COUNTY-  NY/WESTCHESTER
 LX1199  USGS QUAD   -  WHITE PLAINS (1967)
 LX1199
 LX1199                         *CURRENT SURVEY CONTROL
 LX1199  ___________________________________________________________________
 LX1199* NAD 83(1986)-  41 00 53.     (N)    073 47 30.     (W)     SCALED    
 LX1199* NAVD 88     -        52.058  (meters)     170.79   (feet)  POSTED    
 LX1199  ___________________________________________________________________
 LX1199  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LX1199  DYNAMIC HT  -          52.040 (meters)     170.73  (feet)  COMP
 LX1199  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 LX1199
 LX1199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1199
 LX1199.The horizontal coordinates were scaled from a topographic map and have
 LX1199.an estimated accuracy of +/- 6 seconds.
 LX1199
 LX1199.The orthometric height was determined by differential leveling
 LX1199.and adjusted by the National Geodetic Survey in 1992..
 LX1199.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1199.rate of 1.1 thru 2.0 mm/km.
 LX1199
 LX1199.The geoid height was determined by GEOID03.
 LX1199
 LX1199.The dynamic height is computed by dividing the NAVD 88
 LX1199.geopotential number by the normal gravity value computed on the
 LX1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1199.degrees latitude (g = 980.6199 gals.).
 LX1199
 LX1199.The modeled gravity was interpolated from observed gravity values.
 LX1199
 LX1199;                    North         East    Units  Estimated Accuracy
 LX1199;SPC NY E     -   242,420.      209,580.      MT  (+/- 180 meters Scaled)
 LX1199
 LX1199                          SUPERSEDED SURVEY CONTROL
 LX1199
 LX1199  NGVD 29 (??/??/92)   52.361  (m)          171.79   (f) ADJ UNCH    2 0
 LX1199
 LX1199.Superseded values are not recommended for survey control.
 LX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1199.See file dsdata.txt to determine how the superseded data were derived.
 LX1199
 LX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL016410(NAD 83)
 LX1199_MARKER: DD = SURVEY DISK
 LX1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1199+STABILITY: SURFACE MOTION
 LX1199
 LX1199  HISTORY     - Date     Condition        Report By
 LX1199  HISTORY     - UNK      MONUMENTED       NYGS
 LX1199  HISTORY     - 1935     GOOD             NGS
 LX1199
 LX1199                          STATION DESCRIPTION
 LX1199
 LX1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1199'0.3 MI N FROM HARTSDALE.
 LX1199'0.3 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1199'STATION AT HARTSDALE, WESTCHESTER COUNTY, 37 FEET NORTHEAST OF
 LX1199'POWER-TRANSMISSION LINE TOWER 437, 33 FEET WEST OF THE CENTER
 LX1199'LINE OF THE BRONX RIVER PARKWAY, 8 FEET EAST OF THE EAST BORDER
 LX1199'OF RR RIGHT OF WAY, 3 FEET ABOVE FINISHED GRADE OF PARKWAY.  A
 LX1199'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1476 ***********************************************************************
 KU1476  DESIGNATION -  C 26 NC
 KU1476  PID         -  KU1476
 KU1476  STATE/COUNTY-  NY/NASSAU
 KU1476  USGS QUAD   -  FREEPORT (1979)
 KU1476
 KU1476                         *CURRENT SURVEY CONTROL
 KU1476  ___________________________________________________________________
 KU1476* NAD 83(1986)-  40 40 10.     (N)    073 31 26.     (W)     SCALED    
 KU1476* NAVD 88     -         5.314  (meters)      17.43   (feet)  ADJUSTED  
 KU1476  ___________________________________________________________________
 KU1476  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU1476  DYNAMIC HT  -           5.312 (meters)      17.43  (feet)  COMP
 KU1476  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 KU1476
 KU1476  VERT ORDER  -  SECOND    CLASS 0
 KU1476
 KU1476.The horizontal coordinates were scaled from a topographic map and have
 KU1476.an estimated accuracy of +/- 6 seconds.
 KU1476
 KU1476.The orthometric height was determined by differential leveling
 KU1476.and adjusted by the National Geodetic Survey in June 1991..
 KU1476
 KU1476.The geoid height was determined by GEOID03.
 KU1476
 KU1476.The dynamic height is computed by dividing the NAVD 88
 KU1476.geopotential number by the normal gravity value computed on the
 KU1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1476.degrees latitude (g = 980.6199 gals.).
 KU1476
 KU1476.The modeled gravity was interpolated from observed gravity values.
 KU1476
 KU1476;                    North         East    Units  Estimated Accuracy
 KU1476;SPC NY L     -    55,940.      340,260.      MT  (+/- 180 meters Scaled)
 KU1476
 KU1476                          SUPERSEDED SURVEY CONTROL
 KU1476
 KU1476  NGVD 29 (??/??/92)    5.666  (m)           18.59   (f) ADJ UNCH    2 0
 KU1476
 KU1476.Superseded values are not recommended for survey control.
 KU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1476.See file dsdata.txt to determine how the superseded data were derived.
 KU1476
 KU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL247031(NAD 83)
 KU1476_MARKER: Q = CHISELED SQUARE
 KU1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1476_SP_SET: CURB
 KU1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1476
 KU1476  HISTORY     - Date     Condition        Report By
 KU1476  HISTORY     - UNK      MONUMENTED       NY-059
 KU1476  HISTORY     - 1956     GOOD             NGS
 KU1476
 KU1476                          STATION DESCRIPTION
 KU1476
 KU1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1476'0.2 MI E FROM BELLMORE.
 KU1476'0.15 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE RAILROAD
 KU1476'STATION AT BELLMORE, AT THE INTERSECTION OF SUNRISE HIGHWAY AND
 KU1476'BELLMORE AVENUE, AT THE NORTHEAST CORNER OF INTERSECTION, 43
 KU1476'FEET NORTH OF THE CENTERLINE OF HIGHWAY, 22 FEET EAST OF THE
 KU1476'CENTERLINE OF BELLMORE AVENUE, A CHISELED SQUARE ON TOP OF THE
 KU1476'EAST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0923 ***********************************************************************
 LY0923  DESIGNATION -  C 260
 LY0923  PID         -  LY0923
 LY0923  STATE/COUNTY-  NY/SULLIVAN
 LY0923  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0923
 LY0923                         *CURRENT SURVEY CONTROL
 LY0923  ___________________________________________________________________
 LY0923* NAD 83(1986)-  41 54 11.     (N)    074 47 31.     (W)     SCALED    
 LY0923* NAVD 88     -       463.915  (meters)    1522.03   (feet)  POSTED    
 LY0923  ___________________________________________________________________
 LY0923  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LY0923  DYNAMIC HT  -         463.740 (meters)    1521.45  (feet)  COMP
 LY0923  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 LY0923
 LY0923  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0923
 LY0923.The horizontal coordinates were scaled from a topographic map and have
 LY0923.an estimated accuracy of +/- 6 seconds.
 LY0923
 LY0923.The orthometric height was determined by differential leveling
 LY0923.and adjusted by the National Geodetic Survey in 1992..
 LY0923.No vertical observational check was made to the station.
 LY0923.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0923.was located on a no-check spur therefore a value was not computed.
 LY0923
 LY0923.The geoid height was determined by GEOID03.
 LY0923
 LY0923.The dynamic height is computed by dividing the NAVD 88
 LY0923.geopotential number by the normal gravity value computed on the
 LY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0923.degrees latitude (g = 980.6199 gals.).
 LY0923
 LY0923.The modeled gravity was interpolated from observed gravity values.
 LY0923
 LY0923;                    North         East    Units  Estimated Accuracy
 LY0923;SPC NY E     -   340,870.      125,780.      MT  (+/- 180 meters Scaled)
 LY0923
 LY0923                          SUPERSEDED SURVEY CONTROL
 LY0923
 LY0923  NGVD 29 (??/??/92)  464.068  (m)         1522.53   (f) ADJ UNCH    2 0
 LY0923
 LY0923.Superseded values are not recommended for survey control.
 LY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0923.See file dsdata.txt to determine how the superseded data were derived.
 LY0923
 LY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM172390(NAD 83)
 LY0923_MARKER: DB = BENCH MARK DISK
 LY0923_SETTING: 80 = SET IN A BOULDER
 LY0923_SP_SET: BOULDER
 LY0923_STAMPING: C 260 1942
 LY0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0923+STABILITY: SURFACE MOTION
 LY0923
 LY0923  HISTORY     - Date     Condition        Report By
 LY0923  HISTORY     - 1942     MONUMENTED       CGS
 LY0923
 LY0923                          STATION DESCRIPTION
 LY0923
 LY0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0923'2.3 MI E FROM LIVINGSTON MANOR.
 LY0923'2.3 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL HIGH SCHOOL
 LY0923'AT LIVINGSTON MANOR, SULLIVAN COUNTY, 0.2 MILE NORTHEAST OF A
 LY0923'CONCRETE BRIDGE, 74 FEET WEST OF A WIRE FENCE PARALLELING THE
 LY0923'ROAD, 98 FEET WEST OF THE CENTERLINE OF THE ROAD, 35.1 FEET SOUTH
 LY0923'OF A POLE IN LINE WITH A ROW OF POLES, IN THE TOP OF A BOLDER,
 LY0923'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 260 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0492 ***********************************************************************
 NA0492  DESIGNATION -  C 261
 NA0492  PID         -  NA0492
 NA0492  STATE/COUNTY-  NY/ULSTER
 NA0492  USGS QUAD   -  SHANDAKEN (1978)
 NA0492
 NA0492                         *CURRENT SURVEY CONTROL
 NA0492  ___________________________________________________________________
 NA0492* NAD 83(1986)-  42 00 58.     (N)    074 24 40.     (W)     SCALED    
 NA0492* NAVD 88     -       806.968  (meters)    2647.53   (feet)  ADJUSTED  
 NA0492  ___________________________________________________________________
 NA0492  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 NA0492  DYNAMIC HT  -         806.642 (meters)    2646.46  (feet)  COMP
 NA0492  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 NA0492
 NA0492  VERT ORDER  -  SECOND    CLASS 0
 NA0492
 NA0492.The horizontal coordinates were scaled from a topographic map and have
 NA0492.an estimated accuracy of +/- 6 seconds.
 NA0492
 NA0492.The orthometric height was determined by differential leveling
 NA0492.and adjusted by the National Geodetic Survey in June 1991..
 NA0492
 NA0492.The geoid height was determined by GEOID03.
 NA0492
 NA0492.The dynamic height is computed by dividing the NAVD 88
 NA0492.geopotential number by the normal gravity value computed on the
 NA0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0492.degrees latitude (g = 980.6199 gals.).
 NA0492
 NA0492.The modeled gravity was interpolated from observed gravity values.
 NA0492
 NA0492;                    North         East    Units  Estimated Accuracy
 NA0492;SPC NY E     -   353,390.      157,360.      MT  (+/- 180 meters Scaled)
 NA0492
 NA0492                          SUPERSEDED SURVEY CONTROL
 NA0492
 NA0492  NGVD 29 (??/??/92)  807.125  (m)         2648.04   (f) ADJ UNCH    2 0
 NA0492
 NA0492.Superseded values are not recommended for survey control.
 NA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0492.See file dsdata.txt to determine how the superseded data were derived.
 NA0492
 NA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM487517(NAD 83)
 NA0492_MARKER: DB = BENCH MARK DISK
 NA0492_SETTING: 80 = SET IN A BOULDER
 NA0492_SP_SET: BOULDER
 NA0492_STAMPING: C 261 1942
 NA0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0492+STABILITY: SURFACE MOTION
 NA0492
 NA0492  HISTORY     - Date     Condition        Report By
 NA0492  HISTORY     - 1942     MONUMENTED       CGS
 NA0492
 NA0492                          STATION DESCRIPTION
 NA0492
 NA0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0492'6.8 MI NE FROM BRANCH.
 NA0492'6.8 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BRANCH,
 NA0492'ULSTER COUNTY, AT THE JUNCTION OF A FOOT TRAIL LEADING NORTHEAST TO
 NA0492'WOODLAND VALLEY, 140 FEET EAST OF THE CENTER OF THE JUNCTION, 34.7
 NA0492'FEET SOUTHEAST OF THE CENTERLINE OF THE FOOT TRAIL, 22.2 FEET EAST OF
 NA0492'A BLAZED TREE, 24.3 FEET SOUTH OF A 28-INCH TREE, IN THE TOP OF A
 NA0492'BOULDER, AND 1 FOOT HIGHER THAN THE FOOT TRAIL.  A STANDARD DISK,
 NA0492'STAMPED C 261 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0958 ***********************************************************************
 LY0958  DESIGNATION -  C 262
 LY0958  PID         -  LY0958
 LY0958  STATE/COUNTY-  NY/SULLIVAN
 LY0958  USGS QUAD   -  LIBERTY EAST (1982)
 LY0958
 LY0958                         *CURRENT SURVEY CONTROL
 LY0958  ___________________________________________________________________
 LY0958* NAD 83(1986)-  41 50 33.     (N)    074 37 50.     (W)     SCALED    
 LY0958* NAVD 88     -       490.478  (meters)    1609.18   (feet)  POSTED    
 LY0958  ___________________________________________________________________
 LY0958  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LY0958  DYNAMIC HT  -         490.280 (meters)    1608.53  (feet)  COMP
 LY0958  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 LY0958
 LY0958  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0958
 LY0958.The horizontal coordinates were scaled from a topographic map and have
 LY0958.an estimated accuracy of +/- 6 seconds.
 LY0958
 LY0958.The orthometric height was determined by differential leveling
 LY0958.and adjusted by the National Geodetic Survey in 1992..
 LY0958.No vertical observational check was made to the station.
 LY0958.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0958.was located on a no-check spur therefore a value was not computed.
 LY0958
 LY0958.The geoid height was determined by GEOID03.
 LY0958
 LY0958.The dynamic height is computed by dividing the NAVD 88
 LY0958.geopotential number by the normal gravity value computed on the
 LY0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0958.degrees latitude (g = 980.6199 gals.).
 LY0958
 LY0958.The modeled gravity was interpolated from observed gravity values.
 LY0958
 LY0958;                    North         East    Units  Estimated Accuracy
 LY0958;SPC NY E     -   334,120.      139,160.      MT  (+/- 180 meters Scaled)
 LY0958
 LY0958                          SUPERSEDED SURVEY CONTROL
 LY0958
 LY0958  NGVD 29 (??/??/92)  490.648  (m)         1609.73   (f) ADJ UNCH    2 0
 LY0958
 LY0958.Superseded values are not recommended for survey control.
 LY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0958.See file dsdata.txt to determine how the superseded data were derived.
 LY0958
 LY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM306323(NAD 83)
 LY0958_MARKER: DB = BENCH MARK DISK
 LY0958_SETTING: 80 = SET IN A BOULDER
 LY0958_SP_SET: BOULDER
 LY0958_STAMPING: C 262 1942
 LY0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0958+STABILITY: SURFACE MOTION
 LY0958
 LY0958  HISTORY     - Date     Condition        Report By
 LY0958  HISTORY     - 1942     MONUMENTED       CGS
 LY0958
 LY0958                          STATION DESCRIPTION
 LY0958
 LY0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0958'2.9 MI W FROM CURRY.
 LY0958'2.9 MILES WEST ALONG STATE HIGHWAY 55 FROM THE T-JUNCTION OF A
 LY0958'MACADAM ROAD AT CURRY, SULLIVAN COUNTY, 39.9 FEET NORTH OF THE
 LY0958'CENTERLINE OF THE HIGHWAY, 33.4 FEET NORTHEAST OF A 28-INCH
 LY0958'MAPLE TREE, 52 FEET NORTH ACROSS THE HIGHWAY FROM POLE 332, 23.9
 LY0958'FEET NORTH OF A WIRE FENCE PARALLELING THE HIGHWAY, IN THE TOP
 LY0958'OF A BOULDER, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 LY0958'DISK, STAMPED C 262 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0953 ***********************************************************************
 NA0953  DESIGNATION -  C 263
 NA0953  PID         -  NA0953
 NA0953  STATE/COUNTY-  NY/OTSEGO
 NA0953  USGS QUAD   -  SCHENEVUS (1994)
 NA0953
 NA0953                         *CURRENT SURVEY CONTROL
 NA0953  ___________________________________________________________________
 NA0953* NAD 83(1986)-  42 31 40.     (N)    074 47 26.     (W)     SCALED    
 NA0953* NAVD 88     -       584.250  (meters)    1916.83   (feet)  ADJUSTED  
 NA0953  ___________________________________________________________________
 NA0953  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 NA0953  DYNAMIC HT  -         584.032 (meters)    1916.11  (feet)  COMP
 NA0953  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 NA0953
 NA0953  VERT ORDER  -  SECOND    CLASS 0
 NA0953
 NA0953.The horizontal coordinates were scaled from a topographic map and have
 NA0953.an estimated accuracy of +/- 6 seconds.
 NA0953
 NA0953.The orthometric height was determined by differential leveling
 NA0953.and adjusted by the National Geodetic Survey in June 1991..
 NA0953
 NA0953.The geoid height was determined by GEOID03.
 NA0953
 NA0953.The dynamic height is computed by dividing the NAVD 88
 NA0953.geopotential number by the normal gravity value computed on the
 NA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0953.degrees latitude (g = 980.6199 gals.).
 NA0953
 NA0953.The modeled gravity was interpolated from observed gravity values.
 NA0953
 NA0953;                    North         East    Units  Estimated Accuracy
 NA0953;SPC NY E     -   410,260.      126,130.      MT  (+/- 180 meters Scaled)
 NA0953
 NA0953                          SUPERSEDED SURVEY CONTROL
 NA0953
 NA0953  NGVD 29 (??/??/92)  584.361  (m)         1917.19   (f) ADJ UNCH    2 0
 NA0953
 NA0953.Superseded values are not recommended for survey control.
 NA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0953.See file dsdata.txt to determine how the superseded data were derived.
 NA0953
 NA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN172083(NAD 83)
 NA0953_MARKER: DB = BENCH MARK DISK
 NA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0953_STAMPING: C 263 1942
 NA0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0953+STABILITY: SURFACE MOTION
 NA0953
 NA0953  HISTORY     - Date     Condition        Report By
 NA0953  HISTORY     - 1942     MONUMENTED       CGS
 NA0953
 NA0953                          STATION DESCRIPTION
 NA0953
 NA0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0953'2.9 MI SE FROM SCHENEVUS.
 NA0953'0.1 MILE EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0953'AT SCHENEVUS, THENCE 1.5 MILES SOUTH ALONG A BLACK TOP ROAD, THENCE
 NA0953'1.3 MILES EAST ALONG A GRAVEL ROAD, AT THE RESIDENCE OF HARRY WAYMAN,
 NA0953'ABOUT 250 FEET SOUTHEAST OF THE HOUSE, 42.2 FEET SOUTH OF THE SOUTH
 NA0953'CORNER OF THE BARN, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NA0953'2.4 FEET WEST OF A FENCE, AND 1.8 FEET SOUTHWEST OF A STANDARD
 NA0953'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0543 ***********************************************************************
 NA0543  DESIGNATION -  C 264
 NA0543  PID         -  NA0543
 NA0543  STATE/COUNTY-  NY/SCHOHARIE
 NA0543  USGS QUAD   -  STAMFORD (1982)
 NA0543
 NA0543                         *CURRENT SURVEY CONTROL
 NA0543  ___________________________________________________________________
 NA0543* NAD 83(1986)-  42 28 43.     (N)    074 31 00.     (W)     SCALED    
 NA0543* NAVD 88     -       449.101  (meters)    1473.43   (feet)  ADJUSTED  
 NA0543  ___________________________________________________________________
 NA0543  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 NA0543  DYNAMIC HT  -         448.940 (meters)    1472.90  (feet)  COMP
 NA0543  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 NA0543
 NA0543  VERT ORDER  -  SECOND    CLASS 0
 NA0543
 NA0543.The horizontal coordinates were scaled from a topographic map and have
 NA0543.an estimated accuracy of +/- 6 seconds.
 NA0543
 NA0543.The orthometric height was determined by differential leveling
 NA0543.and adjusted by the National Geodetic Survey in June 1991..
 NA0543
 NA0543.The geoid height was determined by GEOID03.
 NA0543
 NA0543.The dynamic height is computed by dividing the NAVD 88
 NA0543.geopotential number by the normal gravity value computed on the
 NA0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0543.degrees latitude (g = 980.6199 gals.).
 NA0543
 NA0543.The modeled gravity was interpolated from observed gravity values.
 NA0543
 NA0543;                    North         East    Units  Estimated Accuracy
 NA0543;SPC NY E     -   404,760.      148,630.      MT  (+/- 180 meters Scaled)
 NA0543
 NA0543                          SUPERSEDED SURVEY CONTROL
 NA0543
 NA0543  NGVD 29 (??/??/92)  449.233  (m)         1473.86   (f) ADJ UNCH    2 0
 NA0543
 NA0543.Superseded values are not recommended for survey control.
 NA0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0543.See file dsdata.txt to determine how the superseded data were derived.
 NA0543
 NA0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN397030(NAD 83)
 NA0543_MARKER: DB = BENCH MARK DISK
 NA0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0543_STAMPING: C 264 1942
 NA0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0543+STABILITY: SURFACE MOTION
 NA0543
 NA0543  HISTORY     - Date     Condition        Report By
 NA0543  HISTORY     - 1942     MONUMENTED       CGS
 NA0543
 NA0543                          STATION DESCRIPTION
 NA0543
 NA0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0543'4.3 MI W FROM NORTH BLENHEIM.
 NA0543'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 30 FROM THE STEEL BRIDGE
 NA0543'OVER SCHOHARIE CREEK AT NORTH BLENHEIM, THENCE 3.0 MILES WEST ALONG A
 NA0543'BLACK TOP ROAD, ABOUT 200 FEET EAST OF THE FARM HOME OF MARSHALL
 NA0543'WOOD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST
 NA0543'OF TELEPHONE POLE NO. 46, 6 FEET NORTHEAST OF A PASTURE FENCE CORNER
 NA0543'POST, AND 2 FEET SOUTH OF A STANDARD REFERENCE POST.  A STANDARD
 NA0543'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0114 ***********************************************************************
 NA0114  DESIGNATION -  C 265
 NA0114  PID         -  NA0114
 NA0114  STATE/COUNTY-  NY/SCHOHARIE
 NA0114  USGS QUAD   -  SUMMIT (1994)
 NA0114
 NA0114                         *CURRENT SURVEY CONTROL
 NA0114  ___________________________________________________________________
 NA0114* NAD 83(1986)-  42 37 16.     (N)    074 30 56.     (W)     SCALED    
 NA0114* NAVD 88     -       559.424  (meters)    1835.38   (feet)  ADJUSTED  
 NA0114  ___________________________________________________________________
 NA0114  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 NA0114  DYNAMIC HT  -         559.234 (meters)    1834.75  (feet)  COMP
 NA0114  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 NA0114
 NA0114  VERT ORDER  -  SECOND    CLASS 0
 NA0114
 NA0114.The horizontal coordinates were scaled from a topographic map and have
 NA0114.an estimated accuracy of +/- 6 seconds.
 NA0114
 NA0114.The orthometric height was determined by differential leveling
 NA0114.and adjusted by the National Geodetic Survey in June 1991..
 NA0114
 NA0114.The geoid height was determined by GEOID03.
 NA0114
 NA0114.The dynamic height is computed by dividing the NAVD 88
 NA0114.geopotential number by the normal gravity value computed on the
 NA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0114.degrees latitude (g = 980.6199 gals.).
 NA0114
 NA0114.The modeled gravity was interpolated from observed gravity values.
 NA0114
 NA0114;                    North         East    Units  Estimated Accuracy
 NA0114;SPC NY E     -   420,590.      148,720.      MT  (+/- 180 meters Scaled)
 NA0114
 NA0114                          SUPERSEDED SURVEY CONTROL
 NA0114
 NA0114  NGVD 29 (??/??/92)  559.549  (m)         1835.79   (f) ADJ UNCH    2 0
 NA0114
 NA0114.Superseded values are not recommended for survey control.
 NA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0114.See file dsdata.txt to determine how the superseded data were derived.
 NA0114
 NA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN397188(NAD 83)
 NA0114_MARKER: DB = BENCH MARK DISK
 NA0114_SETTING: 66 = SET IN ROCK OUTCROP
 NA0114_SP_SET: ROCK LEDGE
 NA0114_STAMPING: C 265 1942
 NA0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0114+STABILITY: POSITION/ELEVATION WELL
 NA0114
 NA0114  HISTORY     - Date     Condition        Report By
 NA0114  HISTORY     - 1942     MONUMENTED       CGS
 NA0114
 NA0114                          STATION DESCRIPTION
 NA0114
 NA0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0114'3.7 MI SE FROM RICHMONDVILLE.
 NA0114'1.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 NA0114'RICHMONDVILLE, THENCE 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 NA0114'THENCE 1.9 MILES SOUTHEAST ALONG A GRAVEL ROAD, 0.2 MILE SOUTH OF A
 NA0114'SMALL UNPAINTED FARMHOUSE, 45 FEET SOUTH OF A 15-INCH BALSAM TREE, AT
 NA0114'A SMALL ROCK CUT, AND 21 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 NA0114'STANDARD DISK, SET IN THE TOP OF A V-SHAPED ROCK LEDGE, AND ABOUT 2
 NA0114'FEET ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0328 ***********************************************************************
 NA0328  DESIGNATION -  C 266
 NA0328  PID         -  NA0328
 NA0328  STATE/COUNTY-  NY/GREENE
 NA0328  USGS QUAD   -  ASHLAND (1980)
 NA0328
 NA0328                         *CURRENT SURVEY CONTROL
 NA0328  ___________________________________________________________________
 NA0328* NAD 83(1986)-  42 19 38.     (N)    074 17 22.     (W)     SCALED    
 NA0328* NAVD 88     -       519.971  (meters)    1705.94   (feet)  ADJUSTED  
 NA0328  ___________________________________________________________________
 NA0328  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NA0328  DYNAMIC HT  -         519.781 (meters)    1705.31  (feet)  COMP
 NA0328  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 NA0328
 NA0328  VERT ORDER  -  SECOND    CLASS 0
 NA0328
 NA0328.The horizontal coordinates were scaled from a topographic map and have
 NA0328.an estimated accuracy of +/- 6 seconds.
 NA0328
 NA0328.The orthometric height was determined by differential leveling
 NA0328.and adjusted by the National Geodetic Survey in June 1991..
 NA0328
 NA0328.The geoid height was determined by GEOID03.
 NA0328
 NA0328.The dynamic height is computed by dividing the NAVD 88
 NA0328.geopotential number by the normal gravity value computed on the
 NA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0328.degrees latitude (g = 980.6199 gals.).
 NA0328
 NA0328.The modeled gravity was interpolated from observed gravity values.
 NA0328
 NA0328;                    North         East    Units  Estimated Accuracy
 NA0328;SPC NY E     -   387,970.      167,350.      MT  (+/- 180 meters Scaled)
 NA0328
 NA0328                          SUPERSEDED SURVEY CONTROL
 NA0328
 NA0328  NGVD 29 (??/??/92)  520.141  (m)         1706.50   (f) ADJ UNCH    2 0
 NA0328
 NA0328.Superseded values are not recommended for survey control.
 NA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0328.See file dsdata.txt to determine how the superseded data were derived.
 NA0328
 NA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM585863(NAD 83)
 NA0328_MARKER: DB = BENCH MARK DISK
 NA0328_SETTING: 66 = SET IN ROCK OUTCROP
 NA0328_SP_SET: ROCK OUTCROP
 NA0328_STAMPING: C 266 1942
 NA0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0328+STABILITY: POSITION/ELEVATION WELL
 NA0328
 NA0328  HISTORY     - Date     Condition        Report By
 NA0328  HISTORY     - 1942     MONUMENTED       CGS
 NA0328
 NA0328                          STATION DESCRIPTION
 NA0328
 NA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0328'3.9 MI NW FROM WINDHAM.
 NA0328'ABOUT 2.1 MILES NORTHWEST ALONG HIGHWAY NO. 23 FROM THE POST OFFICE
 NA0328'AT WINDHAM, THENCE ABOUT 1.8 MILES NORTH ALONG THE NORTH SETTLEMENT
 NA0328'ROAD, ABOUT 550 FT. NORTH OF THE FRAME BUNGALOW OF LESLIE COOK, 55.5
 NA0328'FT. EAST OF THE CENTERLINE OF THE ROAD, 62 FEET SOUTH EAST OF THE
 NA0328'SOUTH GATE POST OF A WIRE FENCE, 41 FEET SOUTH OF A TELEPHONE POLE, A
 NA0328'DISK SET IN A FLAT ROCK OUTCROP IN A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0728 ***********************************************************************
 MZ0728  DESIGNATION -  C 267
 MZ0728  PID         -  MZ0728
 MZ0728  STATE/COUNTY-  NY/GREENE
 MZ0728  USGS QUAD   -  ALCOVE (1980)
 MZ0728
 MZ0728                         *CURRENT SURVEY CONTROL
 MZ0728  ___________________________________________________________________
 MZ0728* NAD 83(1986)-  42 24 51.     (N)    073 58 42.     (W)     SCALED    
 MZ0728* NAVD 88     -       207.058  (meters)     679.32   (feet)  ADJUSTED  
 MZ0728  ___________________________________________________________________
 MZ0728  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 MZ0728  DYNAMIC HT  -         206.990 (meters)     679.10  (feet)  COMP
 MZ0728  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 MZ0728
 MZ0728  VERT ORDER  -  SECOND    CLASS 0
 MZ0728
 MZ0728.The horizontal coordinates were scaled from a topographic map and have
 MZ0728.an estimated accuracy of +/- 6 seconds.
 MZ0728
 MZ0728.The orthometric height was determined by differential leveling
 MZ0728.and adjusted by the National Geodetic Survey in June 1991..
 MZ0728
 MZ0728.The geoid height was determined by GEOID03.
 MZ0728
 MZ0728.The dynamic height is computed by dividing the NAVD 88
 MZ0728.geopotential number by the normal gravity value computed on the
 MZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0728.degrees latitude (g = 980.6199 gals.).
 MZ0728
 MZ0728.The modeled gravity was interpolated from observed gravity values.
 MZ0728
 MZ0728;                    North         East    Units  Estimated Accuracy
 MZ0728;SPC NY E     -   397,730.      192,940.      MT  (+/- 180 meters Scaled)
 MZ0728
 MZ0728                          SUPERSEDED SURVEY CONTROL
 MZ0728
 MZ0728  NGVD 29 (??/??/92)  207.273  (m)          680.03   (f) ADJ UNCH    2 0
 MZ0728
 MZ0728.Superseded values are not recommended for survey control.
 MZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0728.See file dsdata.txt to determine how the superseded data were derived.
 MZ0728
 MZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM840962(NAD 83)
 MZ0728_MARKER: DB = BENCH MARK DISK
 MZ0728_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0728_SP_SET: ROCK OUTCROP
 MZ0728_STAMPING: C 267 1942
 MZ0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0728+STABILITY: POSITION/ELEVATION WELL
 MZ0728
 MZ0728  HISTORY     - Date     Condition        Report By
 MZ0728  HISTORY     - 1942     MONUMENTED       CGS
 MZ0728
 MZ0728                          STATION DESCRIPTION
 MZ0728
 MZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0728'2.2 MI E FROM GREENVILLE.
 MZ0728'ABOUT 2.2 MILES EAST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 MZ0728'GREENVILLE, 180 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 132
 MZ0728'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHEAST OF A
 MZ0728'WIRE FENCE, A U.S.C. AND G.S. DISK SET IN A ROCK OUTCROP IN THE YARD
 MZ0728'OF THE ANTHONY ZABETT FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0270 ***********************************************************************
 NA0270  DESIGNATION -  C 268
 NA0270  PID         -  NA0270
 NA0270  STATE/COUNTY-  NY/SCHOHARIE
 NA0270  USGS QUAD   -  GILBOA (1980)
 NA0270
 NA0270                         *CURRENT SURVEY CONTROL
 NA0270  ___________________________________________________________________
 NA0270* NAD 83(1986)-  42 28 32.     (N)    074 23 12.     (W)     SCALED    
 NA0270* NAVD 88     -       608.219  (meters)    1995.47   (feet)  ADJUSTED  
 NA0270  ___________________________________________________________________
 NA0270  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 NA0270  DYNAMIC HT  -         608.002 (meters)    1994.75  (feet)  COMP
 NA0270  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 NA0270
 NA0270  VERT ORDER  -  SECOND    CLASS 0
 NA0270
 NA0270.The horizontal coordinates were scaled from a topographic map and have
 NA0270.an estimated accuracy of +/- 6 seconds.
 NA0270
 NA0270.The orthometric height was determined by differential leveling
 NA0270.and adjusted by the National Geodetic Survey in June 1991..
 NA0270
 NA0270.The geoid height was determined by GEOID03.
 NA0270
 NA0270.The dynamic height is computed by dividing the NAVD 88
 NA0270.geopotential number by the normal gravity value computed on the
 NA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0270.degrees latitude (g = 980.6199 gals.).
 NA0270
 NA0270.The modeled gravity was interpolated from observed gravity values.
 NA0270
 NA0270;                    North         East    Units  Estimated Accuracy
 NA0270;SPC NY E     -   404,430.      159,320.      MT  (+/- 180 meters Scaled)
 NA0270
 NA0270                          SUPERSEDED SURVEY CONTROL
 NA0270
 NA0270  NGVD 29 (??/??/92)  608.358  (m)         1995.92   (f) ADJ UNCH    2 0
 NA0270
 NA0270.Superseded values are not recommended for survey control.
 NA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0270.See file dsdata.txt to determine how the superseded data were derived.
 NA0270
 NA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN504027(NAD 83)
 NA0270_MARKER: DB = BENCH MARK DISK
 NA0270_SETTING: 66 = SET IN ROCK OUTCROP
 NA0270_SP_SET: ROCK OUTCROP
 NA0270_STAMPING: C 268 1942
 NA0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0270+STABILITY: POSITION/ELEVATION WELL
 NA0270
 NA0270  HISTORY     - Date     Condition        Report By
 NA0270  HISTORY     - 1942     MONUMENTED       CGS
 NA0270
 NA0270                          STATION DESCRIPTION
 NA0270
 NA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0270'4.1 MI E FROM NORTH BLENHEIM.
 NA0270'ABOUT 4.1 MILES EAST ALONG A MOUNTAIN ROAD FROM THE SCHOHARIE CREEK
 NA0270'BRIDGE AT NORTH BLENHEIM, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NA0270'OF THE F.R. DOFFLEDDCKER FARM HOUSE, 26 FEET SOUTH OF THE CENTER LINE
 NA0270'OF THE ROAD, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 NA0270'A U.S.C. AND G.S.
 NA0270'DISK SET IN A ROCK OUTCROP ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0898 ***********************************************************************
 LY0898  DESIGNATION -  C 269
 LY0898  PID         -  LY0898
 LY0898  STATE/COUNTY-  NY/SULLIVAN
 LY0898  USGS QUAD   -  ROSCOE (1982)
 LY0898
 LY0898                         *CURRENT SURVEY CONTROL
 LY0898  ___________________________________________________________________
 LY0898* NAD 83(1986)-  41 56 43.     (N)    074 54 47.     (W)     SCALED    
 LY0898* NAVD 88     -       392.070  (meters)    1286.32   (feet)  POSTED    
 LY0898  ___________________________________________________________________
 LY0898  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LY0898  DYNAMIC HT  -         391.930 (meters)    1285.86  (feet)  COMP
 LY0898  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 LY0898
 LY0898  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0898
 LY0898.The horizontal coordinates were scaled from a topographic map and have
 LY0898.an estimated accuracy of +/- 6 seconds.
 LY0898
 LY0898.The orthometric height was determined by differential leveling
 LY0898.and adjusted by the National Geodetic Survey in 1992..
 LY0898.No vertical observational check was made to the station.
 LY0898.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0898.was located on a no-check spur therefore a value was not computed.
 LY0898
 LY0898.The geoid height was determined by GEOID03.
 LY0898
 LY0898.The dynamic height is computed by dividing the NAVD 88
 LY0898.geopotential number by the normal gravity value computed on the
 LY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0898.degrees latitude (g = 980.6199 gals.).
 LY0898
 LY0898.The modeled gravity was interpolated from observed gravity values.
 LY0898
 LY0898;                    North         East    Units  Estimated Accuracy
 LY0898;SPC NY E     -   345,610.      115,750.      MT  (+/- 180 meters Scaled)
 LY0898
 LY0898                          SUPERSEDED SURVEY CONTROL
 LY0898
 LY0898  NGVD 29 (??/??/92)  392.228  (m)         1286.83   (f) ADJ UNCH    2 0
 LY0898
 LY0898.Superseded values are not recommended for survey control.
 LY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0898.See file dsdata.txt to determine how the superseded data were derived.
 LY0898
 LY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM072437(NAD 83)
 LY0898_MARKER: DB = BENCH MARK DISK
 LY0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0898_STAMPING: C 269 1942
 LY0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0898+STABILITY: SURFACE MOTION
 LY0898
 LY0898  HISTORY     - Date     Condition        Report By
 LY0898  HISTORY     - 1942     MONUMENTED       CGS
 LY0898
 LY0898                          STATION DESCRIPTION
 LY0898
 LY0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0898'0.7 MI N FROM ROSCOE.
 LY0898'0.7 MILE NORTH ALONG A MACADAM ROAD FROM THE JUNCTION OF STATE
 LY0898'HIGHWAY 17 AT ROSCOE, SULLIVAN COUNTY, AT ROCKLAND, 200 FEET
 LY0898'SOUTHWEST OF THE SOUTH CORNER OF THE FIREMENS HALL, 4 FEET
 LY0898'NORTHWEST OF POLE NYSE-N-1069, 19.8 FEET NORTHWEST OF THE CENTERLINE
 LY0898'OF THE MACADAM ROAD, 9 FEET SOUTHWEST OF A 26-INCH MAPLE TREE,
 LY0898'2 FEET FROM A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 LY0898'ROAD.  A STANDARD DISK, STAMPED C 269 1942 AND SET IN THE TOP
 LY0898'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0738 ***********************************************************************
 NA0738  DESIGNATION -  C 270
 NA0738  PID         -  NA0738
 NA0738  STATE/COUNTY-  NY/DELAWARE
 NA0738  USGS QUAD   -  ARENA (1982)
 NA0738
 NA0738                         *CURRENT SURVEY CONTROL
 NA0738  ___________________________________________________________________
 NA0738* NAD 83(1986)-  42 05 29.     (N)    074 42 37.     (W)     SCALED    
 NA0738* NAVD 88     -       437.991  (meters)    1436.98   (feet)  ADJUSTED  
 NA0738  ___________________________________________________________________
 NA0738  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 NA0738  DYNAMIC HT  -         437.835 (meters)    1436.46  (feet)  COMP
 NA0738  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 NA0738
 NA0738  VERT ORDER  -  SECOND    CLASS 0
 NA0738
 NA0738.The horizontal coordinates were scaled from a topographic map and have
 NA0738.an estimated accuracy of +/- 6 seconds.
 NA0738
 NA0738.The orthometric height was determined by differential leveling
 NA0738.and adjusted by the National Geodetic Survey in June 1991..
 NA0738
 NA0738.The geoid height was determined by GEOID03.
 NA0738
 NA0738.The dynamic height is computed by dividing the NAVD 88
 NA0738.geopotential number by the normal gravity value computed on the
 NA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0738.degrees latitude (g = 980.6199 gals.).
 NA0738
 NA0738.The modeled gravity was interpolated from observed gravity values.
 NA0738
 NA0738;                    North         East    Units  Estimated Accuracy
 NA0738;SPC NY E     -   361,770.      132,610.      MT  (+/- 180 meters Scaled)
 NA0738
 NA0738                          SUPERSEDED SURVEY CONTROL
 NA0738
 NA0738  NGVD 29 (??/??/92)  438.169  (m)         1437.56   (f) ADJ UNCH    2 0
 NA0738
 NA0738.Superseded values are not recommended for survey control.
 NA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0738.See file dsdata.txt to determine how the superseded data were derived.
 NA0738
 NA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM239599(NAD 83)
 NA0738_MARKER: DB = BENCH MARK DISK
 NA0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0738_SP_SET: BRIDGE
 NA0738_STAMPING: C 270 1942
 NA0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0738
 NA0738  HISTORY     - Date     Condition        Report By
 NA0738  HISTORY     - 1942     MONUMENTED       CGS
 NA0738
 NA0738                          STATION DESCRIPTION
 NA0738
 NA0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0738'1.7 MI SE FROM ARENA.
 NA0738'1.7 MILES SOUTHEAST ALONG A MACADAM ROAD FROM THE DELAWARE AND
 NA0738'NORTHERN RAILROAD STATION AT ARENA, DELAWARE COUNTY, 0.5 MILE
 NA0738'SOUTHEAST ALONG A DIRT ROAD.  AT THE NORTHWEST END OF A CONCRETE
 NA0738'BRIDGE, IN THE SOP OF THE SOUTHWEST WINGWALL, 11.5 FEET SOUTHWEST OF
 NA0738'THE CENTERLINE OF THE ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A
 NA0738'STANDARD DISK, STAMPED C 270 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0029 ***********************************************************************
 LY0029  DESIGNATION -  C 271
 LY0029  PID         -  LY0029
 LY0029  STATE/COUNTY-  NY/ULSTER
 LY0029  USGS QUAD   -  RONDOUT RESERVOIR (1978)
 LY0029
 LY0029                         *CURRENT SURVEY CONTROL
 LY0029  ___________________________________________________________________
 LY0029* NAD 83(1986)-  41 46 30.     (N)    074 24 09.     (W)     SCALED    
 LY0029* NAVD 88     -       193.727  (meters)     635.59   (feet)  ADJUSTED  
 LY0029  ___________________________________________________________________
 LY0029  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 LY0029  DYNAMIC HT  -         193.653 (meters)     635.34  (feet)  COMP
 LY0029  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 LY0029
 LY0029  VERT ORDER  -  SECOND    CLASS 0
 LY0029
 LY0029.The horizontal coordinates were scaled from a topographic map and have
 LY0029.an estimated accuracy of +/- 6 seconds.
 LY0029
 LY0029.The orthometric height was determined by differential leveling
 LY0029.and adjusted by the National Geodetic Survey in June 1991..
 LY0029
 LY0029.The geoid height was determined by GEOID03.
 LY0029
 LY0029.The dynamic height is computed by dividing the NAVD 88
 LY0029.geopotential number by the normal gravity value computed on the
 LY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0029.degrees latitude (g = 980.6199 gals.).
 LY0029
 LY0029.The modeled gravity was interpolated from observed gravity values.
 LY0029
 LY0029;                    North         East    Units  Estimated Accuracy
 LY0029;SPC NY E     -   326,620.      158,110.      MT  (+/- 180 meters Scaled)
 LY0029
 LY0029                          SUPERSEDED SURVEY CONTROL
 LY0029
 LY0029  NGVD 29 (??/??/92)  193.936  (m)          636.27   (f) ADJ UNCH    2 0
 LY0029
 LY0029.Superseded values are not recommended for survey control.
 LY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0029.See file dsdata.txt to determine how the superseded data were derived.
 LY0029
 LY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM496249(NAD 83)
 LY0029_MARKER: DB = BENCH MARK DISK
 LY0029_SETTING: 80 = SET IN A BOULDER
 LY0029_SP_SET: BOULDER
 LY0029_STAMPING: C 271 1942
 LY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0029+STABILITY: SURFACE MOTION
 LY0029
 LY0029  HISTORY     - Date     Condition        Report By
 LY0029  HISTORY     - 1942     MONUMENTED       CGS
 LY0029
 LY0029                          STATION DESCRIPTION
 LY0029
 LY0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0029'1.7 MI S FROM LACKAWACK.
 LY0029'1.7 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CONCRETE BRIDGE
 LY0029'AT LACKAWACK, ULSTER COUNTY, 30.5 FEET NORTH OF POLE 11, 45 FEET
 LY0029'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.4 FEET NORTHEAST
 LY0029'OF A ROCK FENCE, 87 FEET NORTHWEST OF AN APPLE TREE, IN THE TOP
 LY0029'OF A BOULDER, AND 2-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 LY0029'DISK, STAMPED C 271 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0098 ***********************************************************************
 LY0098  DESIGNATION -  C 272
 LY0098  PID         -  LY0098
 LY0098  STATE/COUNTY-  NY/ULSTER
 LY0098  USGS QUAD   -  MOHONK LAKE (1964)
 LY0098
 LY0098                         *CURRENT SURVEY CONTROL
 LY0098  ___________________________________________________________________
 LY0098* NAD 83(1986)-  41 47 25.     (N)    074 14 42.     (W)     SCALED    
 LY0098* NAVD 88     -        74.949  (meters)     245.90   (feet)  ADJUSTED  
 LY0098  ___________________________________________________________________
 LY0098  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY0098  DYNAMIC HT  -          74.921 (meters)     245.80  (feet)  COMP
 LY0098  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 LY0098
 LY0098  VERT ORDER  -  SECOND    CLASS 0
 LY0098
 LY0098.The horizontal coordinates were scaled from a topographic map and have
 LY0098.an estimated accuracy of +/- 6 seconds.
 LY0098
 LY0098.The orthometric height was determined by differential leveling
 LY0098.and adjusted by the National Geodetic Survey in June 1991..
 LY0098
 LY0098.The geoid height was determined by GEOID03.
 LY0098
 LY0098.The dynamic height is computed by dividing the NAVD 88
 LY0098.geopotential number by the normal gravity value computed on the
 LY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0098.degrees latitude (g = 980.6199 gals.).
 LY0098
 LY0098.The modeled gravity was interpolated from observed gravity values.
 LY0098
 LY0098;                    North         East    Units  Estimated Accuracy
 LY0098;SPC NY E     -   328,340.      171,190.      MT  (+/- 180 meters Scaled)
 LY0098
 LY0098                          SUPERSEDED SURVEY CONTROL
 LY0098
 LY0098  NGVD 29 (??/??/92)   75.167  (m)          246.61   (f) ADJ UNCH    2 0
 LY0098
 LY0098.Superseded values are not recommended for survey control.
 LY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0098.See file dsdata.txt to determine how the superseded data were derived.
 LY0098
 LY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM627267(NAD 83)
 LY0098_MARKER: DB = BENCH MARK DISK
 LY0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0098_STAMPING: C 272 1942
 LY0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0098+STABILITY: SURFACE MOTION
 LY0098
 LY0098  HISTORY     - Date     Condition        Report By
 LY0098  HISTORY     - 1942     MONUMENTED       CGS
 LY0098  HISTORY     - 1984     GOOD             USPSQD
 LY0098  HISTORY     - 1987     GOOD             USPSQD
 LY0098  HISTORY     - 1990     GOOD             USPSQD
 LY0098
 LY0098                          STATION DESCRIPTION
 LY0098
 LY0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0098'0.3 MI N FROM ACCORD.
 LY0098'0.3 MILE NORTH ALONG A MACADAM ROAD FROM THE NEW YORK, ONTARIO
 LY0098'AND WESTERN RAILWAY STATION AT ACCORD, ULSTER COUNTY, 0.7 MILE
 LY0098'WEST ALONG U.S. HIGHWAY 209, 0.2 MILE EAST OF THE T-JUNCTION OF A
 LY0098'MACADAM ROAD LEADING NORTH TO METTACAHONTS, 125 FEET SOUTHEAST
 LY0098'OF THE SOUTHEAST CORNER OF THE ROCHESTER REFORMED CHURCH, 9
 LY0098'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 36-INCH CONCRETE
 LY0098'BOX CULVERT, 17 FEET NORTHEAST OF POLE 6319-K, 22.3 FEET NORTH
 LY0098'OF THE CENTERLINE OF THE HIGHWAY, 16.6 FEET WEST OF A 30-INCH
 LY0098'MAPLE TREE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 LY0098'C 272 1942 AND SET IN THE TOP OF A CONCRETE POST.
 LY0098
 LY0098                          STATION RECOVERY (1984)
 LY0098
 LY0098'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0098'0.3 NORTH ALONG A MACADAM ROAD FROM THE N.Y O AND W RAILWAY STATION
 LY0098'AT ACCORD. 0.7 MILE WEST ON U.S. RT. 209. 0.2 MILE EAST OF T-JUNCTION
 LY0098'OF METTACAHONTS ROAD. 125 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 LY0098'ROCHESTER REFORMED CHURCH. 9 FEET NORTHEAST OF CONCRETE CULVERT 56
 LY0098'FEET NORTH OF CENTERLINE HIGHWAY. LEVEL WITH HIGHWAY A STANDARD
 LY0098'CENTERLINE HIGHWAY. LEVEL WITH HIGHWAY A STANDARD DISK STAMPED C 272
 LY0098'1942, SET IN TOP OF A CONCR
 LY0098
 LY0098                          STATION RECOVERY (1987)
 LY0098
 LY0098'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 LY0098'RECOVERED IN GOOD CONDITION.
 LY0098
 LY0098                          STATION RECOVERY (1990)
 LY0098
 LY0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 LY0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1062 ***********************************************************************
 MZ1062  DESIGNATION -  C 273
 MZ1062  PID         -  MZ1062
 MZ1062  STATE/COUNTY-  NY/ALBANY
 MZ1062  USGS QUAD   -  DELMAR (1980)
 MZ1062
 MZ1062                         *CURRENT SURVEY CONTROL
 MZ1062  ___________________________________________________________________
 MZ1062* NAD 83(1986)-  42 31 09.     (N)    073 47 37.     (W)     SCALED    
 MZ1062* NAVD 88     -        47.422  (meters)     155.58   (feet)  ADJUSTED  
 MZ1062  ___________________________________________________________________
 MZ1062  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ1062  DYNAMIC HT  -          47.407 (meters)     155.53  (feet)  COMP
 MZ1062  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 MZ1062
 MZ1062  VERT ORDER  -  SECOND    CLASS 0
 MZ1062
 MZ1062.The horizontal coordinates were scaled from a topographic map and have
 MZ1062.an estimated accuracy of +/- 6 seconds.
 MZ1062
 MZ1062.The orthometric height was determined by differential leveling
 MZ1062.and adjusted by the National Geodetic Survey in June 1991..
 MZ1062
 MZ1062.The geoid height was determined by GEOID03.
 MZ1062
 MZ1062.The dynamic height is computed by dividing the NAVD 88
 MZ1062.geopotential number by the normal gravity value computed on the
 MZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1062.degrees latitude (g = 980.6199 gals.).
 MZ1062
 MZ1062.The modeled gravity was interpolated from observed gravity values.
 MZ1062
 MZ1062;                    North         East    Units  Estimated Accuracy
 MZ1062;SPC NY E     -   409,500.      208,040.      MT  (+/- 180 meters Scaled)
 MZ1062
 MZ1062                          SUPERSEDED SURVEY CONTROL
 MZ1062
 MZ1062  NGVD 29 (??/??/92)   47.650  (m)          156.33   (f) ADJ UNCH    2 0
 MZ1062
 MZ1062.Superseded values are not recommended for survey control.
 MZ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1062.See file dsdata.txt to determine how the superseded data were derived.
 MZ1062
 MZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN990081(NAD 83)
 MZ1062_MARKER: DB = BENCH MARK DISK
 MZ1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ1062_SP_SET: CONCRETE BASE
 MZ1062_STAMPING: C273 1942
 MZ1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1062
 MZ1062  HISTORY     - Date     Condition        Report By
 MZ1062  HISTORY     - 1942     MONUMENTED       CGS
 MZ1062  HISTORY     - 19981008 MARK NOT FOUND   USPSQD
 MZ1062
 MZ1062                          STATION DESCRIPTION
 MZ1062
 MZ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1062'1.1 MI SE FROM SELKIRK.
 MZ1062'ABOUT 1.1 MILES SOUTHEAST OF ALONG THE CASTLETON CUTOFF OF THE NEW
 MZ1062'YORK CENTRAL RAILROAD FROM THE SIGNAL CONTROL TOWER AT SELKIRK, AT
 MZ1062'BLOCK SIGNAL NO. 97, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE
 MZ1062'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE TOWER, 6 FEET EAST OF THE
 MZ1062'EAST RAIL.
 MZ1062
 MZ1062                          STATION RECOVERY (1998)
 MZ1062
 MZ1062'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0726 ***********************************************************************
 MZ0726  DESIGNATION -  C 274
 MZ0726  PID         -  MZ0726
 MZ0726  STATE/COUNTY-  NY/GREENE
 MZ0726  USGS QUAD   -  ALCOVE (1980)
 MZ0726
 MZ0726                         *CURRENT SURVEY CONTROL
 MZ0726  ___________________________________________________________________
 MZ0726* NAD 83(1986)-  42 25 37.     (N)    073 56 21.     (W)     SCALED    
 MZ0726* NAVD 88     -       225.030  (meters)     738.29   (feet)  ADJUSTED  
 MZ0726  ___________________________________________________________________
 MZ0726  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 MZ0726  DYNAMIC HT  -         224.957 (meters)     738.05  (feet)  COMP
 MZ0726  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 MZ0726
 MZ0726  VERT ORDER  -  SECOND    CLASS 0
 MZ0726
 MZ0726.The horizontal coordinates were scaled from a topographic map and have
 MZ0726.an estimated accuracy of +/- 6 seconds.
 MZ0726
 MZ0726.The orthometric height was determined by differential leveling
 MZ0726.and adjusted by the National Geodetic Survey in June 1991..
 MZ0726
 MZ0726.The geoid height was determined by GEOID03.
 MZ0726
 MZ0726.The dynamic height is computed by dividing the NAVD 88
 MZ0726.geopotential number by the normal gravity value computed on the
 MZ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0726.degrees latitude (g = 980.6199 gals.).
 MZ0726
 MZ0726.The modeled gravity was interpolated from observed gravity values.
 MZ0726
 MZ0726;                    North         East    Units  Estimated Accuracy
 MZ0726;SPC NY E     -   399,170.      196,150.      MT  (+/- 180 meters Scaled)
 MZ0726
 MZ0726                          SUPERSEDED SURVEY CONTROL
 MZ0726
 MZ0726  NGVD 29 (??/??/92)  225.246  (m)          738.99   (f) ADJ UNCH    2 0
 MZ0726
 MZ0726.Superseded values are not recommended for survey control.
 MZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0726.See file dsdata.txt to determine how the superseded data were derived.
 MZ0726
 MZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM872977(NAD 83)
 MZ0726_MARKER: DB = BENCH MARK DISK
 MZ0726_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0726_SP_SET: ROCK OUTCROP
 MZ0726_STAMPING: C 274 1942
 MZ0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0726+STABILITY: POSITION/ELEVATION WELL
 MZ0726
 MZ0726  HISTORY     - Date     Condition        Report By
 MZ0726  HISTORY     - 1942     MONUMENTED       CGS
 MZ0726
 MZ0726                          STATION DESCRIPTION
 MZ0726
 MZ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0726'3.8 MI SW FROM ALCOVE.
 MZ0726'ABOUT 1.6 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE JUNCTION WITH
 MZ0726'HIGHWAY NO. 143 AT ALCOVE, THENCE ABOUT 2.2 MILES SOUTH WEST ALONG A
 MZ0726'GRAVEL ROAD, 62 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET
 MZ0726'SOUTHEAST OF A GATE POST, 25.5 FEET NORTHEAST OF A 38-INCH APPLE TREE
 MZ0726'ALONG THE FENCE LINE, A U.S.C. AND G.S. DISK SET IN A ROCK OUTCROP IN
 MZ0726'THE NORTHWEST CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0184 ***********************************************************************
 NA0184  DESIGNATION -  C 275
 NA0184  PID         -  NA0184
 NA0184  STATE/COUNTY-  NY/ALBANY
 NA0184  USGS QUAD   -  RENSSELAERVILLE (1946)
 NA0184
 NA0184                         *CURRENT SURVEY CONTROL
 NA0184  ___________________________________________________________________
 NA0184* NAD 83(1986)-  42 33 26.     (N)    074 07 41.     (W)     SCALED    
 NA0184* NAVD 88     -       365.875  (meters)    1200.37   (feet)  ADJUSTED  
 NA0184  ___________________________________________________________________
 NA0184  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NA0184  DYNAMIC HT  -         365.753 (meters)    1199.97  (feet)  COMP
 NA0184  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 NA0184
 NA0184  VERT ORDER  -  SECOND    CLASS 0
 NA0184
 NA0184.The horizontal coordinates were scaled from a topographic map and have
 NA0184.an estimated accuracy of +/- 6 seconds.
 NA0184
 NA0184.The orthometric height was determined by differential leveling
 NA0184.and adjusted by the National Geodetic Survey in June 1991..
 NA0184
 NA0184.The geoid height was determined by GEOID03.
 NA0184
 NA0184.The dynamic height is computed by dividing the NAVD 88
 NA0184.geopotential number by the normal gravity value computed on the
 NA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0184.degrees latitude (g = 980.6199 gals.).
 NA0184
 NA0184.The modeled gravity was interpolated from observed gravity values.
 NA0184
 NA0184;                    North         East    Units  Estimated Accuracy
 NA0184;SPC NY E     -   413,560.      180,540.      MT  (+/- 180 meters Scaled)
 NA0184
 NA0184                          SUPERSEDED SURVEY CONTROL
 NA0184
 NA0184  NGVD 29 (??/??/92)  366.042  (m)         1200.92   (f) ADJ UNCH    2 0
 NA0184
 NA0184.Superseded values are not recommended for survey control.
 NA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0184.See file dsdata.txt to determine how the superseded data were derived.
 NA0184
 NA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN715120(NAD 83)
 NA0184_MARKER: DB = BENCH MARK DISK
 NA0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0184_STAMPING: C 275 1942
 NA0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0184+STABILITY: SURFACE MOTION
 NA0184
 NA0184  HISTORY     - Date     Condition        Report By
 NA0184  HISTORY     - 1942     MONUMENTED       CGS
 NA0184
 NA0184                          STATION DESCRIPTION
 NA0184
 NA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0184'3.2 MI NE FROM RENNSELAERVILLE.
 NA0184'ABOUT 0.9 MILE NORTH ALONG HIGHWAY NO. 85 FROM THE BAPTIST CHURCH AT
 NA0184'RENNSSELAERVILLE, THENCE ABOUT 2.3 MILES NORTHEAST ALONG A COUNTRY
 NA0184'ROAD, 29 FEET NORTHEAST OF THE CENTER LINE OF A SIDE ROAD RUNNING
 NA0184'WEST, 23 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 9 FEET NORTH
 NA0184'OF AN 18-INCH APPLE TREE, A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 NA0184'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0019 ***********************************************************************
 NA0019  DESIGNATION -  C 276
 NA0019  PID         -  NA0019
 NA0019  STATE/COUNTY-  NY/SCHENECTADY
 NA0019  USGS QUAD   -  GALLUPVILLE (1978)
 NA0019
 NA0019                         *CURRENT SURVEY CONTROL
 NA0019  ___________________________________________________________________
 NA0019* NAD 83(1986)-  42 44 15.     (N)    074 13 13.     (W)     SCALED    
 NA0019* NAVD 88     -       254.688  (meters)     835.59   (feet)  ADJUSTED  
 NA0019  ___________________________________________________________________
 NA0019  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NA0019  DYNAMIC HT  -         254.609 (meters)     835.33  (feet)  COMP
 NA0019  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NA0019
 NA0019  VERT ORDER  -  FIRST     CLASS II
 NA0019
 NA0019.The horizontal coordinates were scaled from a topographic map and have
 NA0019.an estimated accuracy of +/- 6 seconds.
 NA0019
 NA0019.The orthometric height was determined by differential leveling
 NA0019.and adjusted by the National Geodetic Survey in June 1991..
 NA0019
 NA0019.The geoid height was determined by GEOID03.
 NA0019
 NA0019.The dynamic height is computed by dividing the NAVD 88
 NA0019.geopotential number by the normal gravity value computed on the
 NA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0019.degrees latitude (g = 980.6199 gals.).
 NA0019
 NA0019.The modeled gravity was interpolated from observed gravity values.
 NA0019
 NA0019;                    North         East    Units  Estimated Accuracy
 NA0019;SPC NY E     -   433,550.      172,900.      MT  (+/- 180 meters Scaled)
 NA0019
 NA0019                          SUPERSEDED SURVEY CONTROL
 NA0019
 NA0019  NGVD 29 (??/??/92)  254.822  (m)          836.03   (f) ADJ UNCH    1 2
 NA0019
 NA0019.Superseded values are not recommended for survey control.
 NA0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0019.See file dsdata.txt to determine how the superseded data were derived.
 NA0019
 NA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN638319(NAD 83)
 NA0019_MARKER: DB = BENCH MARK DISK
 NA0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0019_STAMPING: C 276 1942
 NA0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0019+STABILITY: SURFACE MOTION
 NA0019
 NA0019  HISTORY     - Date     Condition        Report By
 NA0019  HISTORY     - 1942     MONUMENTED       CGS
 NA0019  HISTORY     - 1969     GOOD             LDA
 NA0019  HISTORY     - 19990418 MARK NOT FOUND   USPSQD
 NA0019
 NA0019                          STATION DESCRIPTION
 NA0019
 NA0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0019'1.5 MI W FROM DELANSON.
 NA0019'1.5 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0019'STATION AT DELANSON, SCHENECTADY COUNTY, 0.2 MILE EAST OF MILEPOST B
 NA0019'114-A 29, AT THE THOUSAND ACRE ROAD CROSSING, 37 FEET WEST OF THE
 NA0019'CENTERLINE OF THE DIRT ROAD, 33.6 FEET NORTH OF THE NORTH RAIL OF THE
 NA0019'WEST-BOUND TRACK, IN LINE WITH A ROW OF POLES, 3.5 FEET EAST OF A
 NA0019'PICKET FENCE, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 NA0019'STAMPED C 276 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 NA0019'INCHES ABOVE GROUND.
 NA0019
 NA0019                          STATION RECOVERY (1969)
 NA0019
 NA0019'RECOVERY NOTE BY L DICKERSON ASSOC 1969
 NA0019'RECOVERED IN GOOD CONDITION.
 NA0019
 NA0019                          STATION RECOVERY (1999)
 NA0019
 NA0019'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1605 ***********************************************************************
 NA1605  DESIGNATION -  C 277
 NA1605  PID         -  NA1605
 NA1605  STATE/COUNTY-  NY/MADISON
 NA1605  USGS QUAD   -  HAMILTON (1976)
 NA1605
 NA1605                         *CURRENT SURVEY CONTROL
 NA1605  ___________________________________________________________________
 NA1605* NAD 83(1986)-  42 45 04.     (N)    075 32 53.     (W)     SCALED    
 NA1605* NAVD 88     -       333.786  (meters)    1095.10   (feet)  ADJUSTED  
 NA1605  ___________________________________________________________________
 NA1605  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 NA1605  DYNAMIC HT  -         333.681 (meters)    1094.75  (feet)  COMP
 NA1605  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NA1605
 NA1605  VERT ORDER  -  SECOND    CLASS 0
 NA1605
 NA1605.The horizontal coordinates were scaled from a topographic map and have
 NA1605.an estimated accuracy of +/- 6 seconds.
 NA1605
 NA1605.The orthometric height was determined by differential leveling
 NA1605.and adjusted by the National Geodetic Survey in June 1991..
 NA1605
 NA1605.The geoid height was determined by GEOID03.
 NA1605
 NA1605.The dynamic height is computed by dividing the NAVD 88
 NA1605.geopotential number by the normal gravity value computed on the
 NA1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1605.degrees latitude (g = 980.6199 gals.).
 NA1605
 NA1605.The modeled gravity was interpolated from observed gravity values.
 NA1605
 NA1605;                    North         East    Units  Estimated Accuracy
 NA1605;SPC NY C     -   306,040.      334,750.      MT  (+/- 180 meters Scaled)
 NA1605
 NA1605                          SUPERSEDED SURVEY CONTROL
 NA1605
 NA1605  NGVD 29 (??/??/92)  333.908  (m)         1095.50   (f) ADJ UNCH    2 0
 NA1605
 NA1605.Superseded values are not recommended for survey control.
 NA1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1605.See file dsdata.txt to determine how the superseded data were derived.
 NA1605
 NA1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN551333(NAD 83)
 NA1605_MARKER: DB = BENCH MARK DISK
 NA1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1605_STAMPING: C 277 1942
 NA1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1605+STABILITY: SURFACE MOTION
 NA1605
 NA1605  HISTORY     - Date     Condition        Report By
 NA1605  HISTORY     - 1942     MONUMENTED       CGS
 NA1605
 NA1605                          STATION DESCRIPTION
 NA1605
 NA1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1605'0.8 MI N FROM EARLVILLE.
 NA1605'0.8 MILE NORTH ALONG STATE HIGHWAY 12B FROM THE EARLVILLE FREE
 NA1605'LIBRARY AT EARLVILLE, DIRECTLY ACROSS HIGHWAY FROM CHASES STATION, 32
 NA1605'FEET EAST OF THE CENTER-LINE OF HIGHWAY, 6 FEET EAST OF A POWER LINE
 NA1605'POLE, 2 FEET NORTH OF A REFERENCE POST, AND 2.5 FEET WEST OF A
 NA1605'RIGHT-OF-WAY FENCE.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0030 ***********************************************************************
 NA0030  DESIGNATION -  C 278
 NA0030  PID         -  NA0030
 NA0030  STATE/COUNTY-  NY/SCHENECTADY
 NA0030  USGS QUAD   -  ROTTERDAM JUNCTION (1980)
 NA0030
 NA0030                         *CURRENT SURVEY CONTROL
 NA0030  ___________________________________________________________________
 NA0030* NAD 83(1986)-  42 47 42.     (N)    074 00 38.     (W)     SCALED    
 NA0030* NAVD 88     -       108.732  (meters)     356.73   (feet)  ADJUSTED  
 NA0030  ___________________________________________________________________
 NA0030  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NA0030  DYNAMIC HT  -         108.702 (meters)     356.63  (feet)  COMP
 NA0030  MODELED GRAV-     980,342.6   (mgal)                       NAVD 88
 NA0030
 NA0030  VERT ORDER  -  FIRST     CLASS II
 NA0030
 NA0030.The horizontal coordinates were scaled from a topographic map and have
 NA0030.an estimated accuracy of +/- 6 seconds.
 NA0030
 NA0030.The orthometric height was determined by differential leveling
 NA0030.and adjusted by the National Geodetic Survey in June 1991..
 NA0030
 NA0030.The geoid height was determined by GEOID03.
 NA0030
 NA0030.The dynamic height is computed by dividing the NAVD 88
 NA0030.geopotential number by the normal gravity value computed on the
 NA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0030.degrees latitude (g = 980.6199 gals.).
 NA0030
 NA0030.The modeled gravity was interpolated from observed gravity values.
 NA0030
 NA0030;                    North         East    Units  Estimated Accuracy
 NA0030;SPC NY E     -   440,020.      190,040.      MT  (+/- 180 meters Scaled)
 NA0030
 NA0030                          SUPERSEDED SURVEY CONTROL
 NA0030
 NA0030  NGVD 29 (??/??/92)  108.893  (m)          357.26   (f) ADJ UNCH    1 2
 NA0030
 NA0030.Superseded values are not recommended for survey control.
 NA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0030.See file dsdata.txt to determine how the superseded data were derived.
 NA0030
 NA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN809385(NAD 83)
 NA0030_MARKER: DB = BENCH MARK DISK
 NA0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0030_SP_SET: BRIDGE
 NA0030_STAMPING: C 278 1942
 NA0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0030
 NA0030  HISTORY     - Date     Condition        Report By
 NA0030  HISTORY     - 1942     MONUMENTED       CGS
 NA0030  HISTORY     - 1989     GOOD             USPSQD
 NA0030
 NA0030                          STATION DESCRIPTION
 NA0030
 NA0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0030'4.3 MI W FROM SCHENECTADY.
 NA0030'4.3 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0030'STATION AT SCHENECTADY, SCHENECTADY COUNTY, 0.3 MILE WEST OF MILEPOST
 NA0030'B 127-S 4, AT AN OVERHEAD BRIDGE ON THE MARIAVILLE ROAD, IN THE SOUTH
 NA0030'FACE OF THE NORTH CONCRETE BACK WALL, 26 FEET WEST OF THE EAST END OF
 NA0030'THE BACK WALL, AND ABOUT 5 FEET ABOVE THE TRACK.  A STANDARD DISK,
 NA0030'STAMPED C 278 1942 AND SET VERTICALLY.
 NA0030
 NA0030                          STATION RECOVERY (1989)
 NA0030
 NA0030'RECOVERY NOTE BY US POWER SQUADRON 1989 (FAS)
 NA0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0402 ***********************************************************************
 NA0402  DESIGNATION -  C 279
 NA0402  PID         -  NA0402
 NA0402  STATE/COUNTY-  NY/ULSTER
 NA0402  USGS QUAD   -  WEST KILL (1978)
 NA0402
 NA0402                         *CURRENT SURVEY CONTROL
 NA0402  ___________________________________________________________________
 NA0402* NAD 83(1986)-  42 07 42.     (N)    074 24 15.     (W)     SCALED    
 NA0402* NAVD 88     -       348.209  (meters)    1142.42   (feet)  ADJUSTED  
 NA0402  ___________________________________________________________________
 NA0402  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 NA0402  DYNAMIC HT  -         348.084 (meters)    1142.01  (feet)  COMP
 NA0402  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 NA0402
 NA0402  VERT ORDER  -  SECOND    CLASS 0
 NA0402
 NA0402.The horizontal coordinates were scaled from a topographic map and have
 NA0402.an estimated accuracy of +/- 6 seconds.
 NA0402
 NA0402.The orthometric height was determined by differential leveling
 NA0402.and adjusted by the National Geodetic Survey in June 1991..
 NA0402
 NA0402.The geoid height was determined by GEOID03.
 NA0402
 NA0402.The dynamic height is computed by dividing the NAVD 88
 NA0402.geopotential number by the normal gravity value computed on the
 NA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0402.degrees latitude (g = 980.6199 gals.).
 NA0402
 NA0402.The modeled gravity was interpolated from observed gravity values.
 NA0402
 NA0402;                    North         East    Units  Estimated Accuracy
 NA0402;SPC NY E     -   365,860.      157,920.      MT  (+/- 180 meters Scaled)
 NA0402
 NA0402                          SUPERSEDED SURVEY CONTROL
 NA0402
 NA0402  NGVD 29 (??/??/92)  348.378  (m)         1142.97   (f) ADJ UNCH    2 0
 NA0402
 NA0402.Superseded values are not recommended for survey control.
 NA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0402.See file dsdata.txt to determine how the superseded data were derived.
 NA0402
 NA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM492641(NAD 83)
 NA0402_MARKER: DB = BENCH MARK DISK
 NA0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0402_SP_SET: BRIDGE ABUTMENT
 NA0402_STAMPING: C-279 1942
 NA0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0402
 NA0402  HISTORY     - Date     Condition        Report By
 NA0402  HISTORY     - 1942     MONUMENTED       CGS
 NA0402
 NA0402                          STATION DESCRIPTION
 NA0402
 NA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0402'0.8 MI N FROM SHANDAKEN.
 NA0402'0.8 MILE NORTH ALONG STATE HIGHWAY NO. 42 FROM THE POST OFFICE AT
 NA0402'SHANDAKEN, SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT OF A
 NA0402'LARGE CONCRETE BRIDGE WITH PIPE GUARD RAILS, AT THE INTERSECTION OF
 NA0402'THE HIGHWAY AND A SIDE ROAD LEADING EAST JUST NORTHWEST OF THE BRIDGE
 NA0402'AND ANOTHER SIDE ROAD LEADING WEST AT THE SOUTHEAST END OF BRIDGE, 29
 NA0402'FEET NORTH OF THE SIDE ROAD LEADING WEST, 17.6 FEET SOUTHWEST OF THE
 NA0402'CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0469 ***********************************************************************
 NA0469  DESIGNATION -  C 280
 NA0469  PID         -  NA0469
 NA0469  STATE/COUNTY-  NY/ULSTER
 NA0469  USGS QUAD   -  WOODSTOCK (1980)
 NA0469
 NA0469                         *CURRENT SURVEY CONTROL
 NA0469  ___________________________________________________________________
 NA0469* NAD 83(1986)-  42 02 18.     (N)    074 06 47.     (W)     SCALED    
 NA0469* NAVD 88     -       155.777  (meters)     511.08   (feet)  ADJUSTED  
 NA0469  ___________________________________________________________________
 NA0469  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NA0469  DYNAMIC HT  -         155.720 (meters)     510.89  (feet)  COMP
 NA0469  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 NA0469
 NA0469  VERT ORDER  -  SECOND    CLASS 0
 NA0469
 NA0469.The horizontal coordinates were scaled from a topographic map and have
 NA0469.an estimated accuracy of +/- 6 seconds.
 NA0469
 NA0469.The orthometric height was determined by differential leveling
 NA0469.and adjusted by the National Geodetic Survey in June 1991..
 NA0469
 NA0469.The geoid height was determined by GEOID03.
 NA0469
 NA0469.The dynamic height is computed by dividing the NAVD 88
 NA0469.geopotential number by the normal gravity value computed on the
 NA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0469.degrees latitude (g = 980.6199 gals.).
 NA0469
 NA0469.The modeled gravity was interpolated from observed gravity values.
 NA0469
 NA0469;                    North         East    Units  Estimated Accuracy
 NA0469;SPC NY E     -   355,930.      182,040.      MT  (+/- 180 meters Scaled)
 NA0469
 NA0469                          SUPERSEDED SURVEY CONTROL
 NA0469
 NA0469  NGVD 29 (??/??/92)  156.000  (m)          511.81   (f) ADJ UNCH    2 0
 NA0469
 NA0469.Superseded values are not recommended for survey control.
 NA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0469.See file dsdata.txt to determine how the superseded data were derived.
 NA0469
 NA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM734544(NAD 83)
 NA0469_MARKER: DB = BENCH MARK DISK
 NA0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0469_SP_SET: BRIDGE ABUTMENT
 NA0469_STAMPING: C-280 1942
 NA0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0469
 NA0469  HISTORY     - Date     Condition        Report By
 NA0469  HISTORY     - 1942     MONUMENTED       CGS
 NA0469  HISTORY     - 1984     GOOD             USPSQD
 NA0469  HISTORY     - 1987     GOOD             USPSQD
 NA0469  HISTORY     - 1987     GOOD             USPSQD
 NA0469
 NA0469                          STATION DESCRIPTION
 NA0469
 NA0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0469'AT WOODSTOCK.
 NA0469'AT WOODSTOCK, 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 212 FROM THE
 NA0469'POST OFFICE, SET IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT OF
 NA0469'THE CONCRETE BRIDGE LOCATED ABOUT 60 FEET WEST OF AN ANTIQUE SHOP,
 NA0469'37.2 FEET NORTHEAST OF POLE NO. 123, 18.6 FEET NORTHEAST OF THE
 NA0469'CENTER-LINE OF THE HIGHWAY, 0.1 MILE NORTHWEST OF THE INTERSECTION OF
 NA0469'NO. 212 AND NO. 375.  A STANDARD DISK.
 NA0469
 NA0469                          STATION RECOVERY (1984)
 NA0469
 NA0469'RECOVERY NOTE BY US POWER SQUADRON 1984
 NA0469'RECOVERED IN GOOD CONDITION.
 NA0469
 NA0469                          STATION RECOVERY (1987)
 NA0469
 NA0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 NA0469'RECOVERED IN GOOD CONDITION.
 NA0469
 NA0469                          STATION RECOVERY (1987)
 NA0469
 NA0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 NA0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0423 ***********************************************************************
 NA0423  DESIGNATION -  C 281
 NA0423  PID         -  NA0423
 NA0423  STATE/COUNTY-  NY/GREENE
 NA0423  USGS QUAD   -  KAATERSKILL (1980)
 NA0423
 NA0423                         *CURRENT SURVEY CONTROL
 NA0423  ___________________________________________________________________
 NA0423* NAD 83(1986)-  42 10 30.     (N)    074 01 09.     (W)     SCALED    
 NA0423* NAVD 88     -       170.325  (meters)     558.81   (feet)  ADJUSTED  
 NA0423  ___________________________________________________________________
 NA0423  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NA0423  DYNAMIC HT  -         170.266 (meters)     558.61  (feet)  COMP
 NA0423  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 NA0423
 NA0423  VERT ORDER  -  SECOND    CLASS 0
 NA0423
 NA0423.The horizontal coordinates were scaled from a topographic map and have
 NA0423.an estimated accuracy of +/- 6 seconds.
 NA0423
 NA0423.The orthometric height was determined by differential leveling
 NA0423.and adjusted by the National Geodetic Survey in June 1991..
 NA0423
 NA0423.The geoid height was determined by GEOID03.
 NA0423
 NA0423.The dynamic height is computed by dividing the NAVD 88
 NA0423.geopotential number by the normal gravity value computed on the
 NA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0423.degrees latitude (g = 980.6199 gals.).
 NA0423
 NA0423.The modeled gravity was interpolated from observed gravity values.
 NA0423
 NA0423;                    North         East    Units  Estimated Accuracy
 NA0423;SPC NY E     -   371,150.      189,720.      MT  (+/- 180 meters Scaled)
 NA0423
 NA0423                          SUPERSEDED SURVEY CONTROL
 NA0423
 NA0423  NGVD 29 (??/??/92)  170.538  (m)          559.51   (f) ADJ UNCH    2 0
 NA0423
 NA0423.Superseded values are not recommended for survey control.
 NA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0423.See file dsdata.txt to determine how the superseded data were derived.
 NA0423
 NA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM810696(NAD 83)
 NA0423_MARKER: DB = BENCH MARK DISK
 NA0423_SETTING: 80 = SET IN A BOULDER
 NA0423_SP_SET: BOULDER
 NA0423_STAMPING: C 281 1942
 NA0423_MARK LOGO: CGS   
 NA0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0423+STABILITY: SURFACE MOTION
 NA0423
 NA0423  HISTORY     - Date     Condition        Report By
 NA0423  HISTORY     - 1942     MONUMENTED       CGS
 NA0423  HISTORY     - 19960919 GOOD             NYDT
 NA0423  HISTORY     - 20040824 GOOD             INDIV
 NA0423
 NA0423                          STATION DESCRIPTION
 NA0423
 NA0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0423'AT PALENVILLE.
 NA0423'AT PALENVILLE, SET IN THE TOP OF A BOULDER IN THE SOUTHEAST CORNER OF
 NA0423'THE PALENVILLE FREE LIBRARY LAWN, NEAR THE INTERSECTION OF HIGHWAYS
 NA0423'NO. 23 A AND 32 A, 99 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NA0423'LIBRARY BUILDING, 33.4 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY,
 NA0423'FLUSH WITH THE GROUND.  A STANDARD DISK.
 NA0423
 NA0423                          STATION RECOVERY (1996)
 NA0423
 NA0423'RECOVERY NOTE BY NY DEPT OF TRANSP 1996 (RC)
 NA0423'RECOVERED AS DESCRIBED.
 NA0423
 NA0423                          STATION RECOVERY (2004)
 NA0423
 NA0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 NA0423'RECOVERED IN GOOD CONDITION.  THE FORMER LIBRARY BUILDING IS NOW
 NA0423'PRIVATELY OWNED.  THE STATION IS APPROXIMATELY 8.7 FEET
 NA0423'NORTH-NORTHWEST OF A LEDGE ON THE SOUTHEAST SIDE OF THE BOULDER, AND
 NA0423'22.7 FEET NORTHWEST OF A 2.5 X 2.5 X 5 FOOT STONE COLUMN ON THE WEST
 NA0423'SIDE OF THE ENTRANCE TO DUNROVIN DRIVE.
 NA0423' 
 NA0423'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR THE STATION
 NA0423'ARE 42 10 29.88(N) 074 01 9.42(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0409 ***********************************************************************
 NA0409  DESIGNATION -  C 282
 NA0409  PID         -  NA0409
 NA0409  STATE/COUNTY-  NY/GREENE
 NA0409  USGS QUAD   -  KAATERSKILL (1980)
 NA0409
 NA0409                         *CURRENT SURVEY CONTROL
 NA0409  ___________________________________________________________________
 NA0409* NAD 83(1986)-  42 11 17.     (N)    074 01 05.     (W)     SCALED    
 NA0409* NAVD 88     -       188.277  (meters)     617.71   (feet)  ADJUSTED  
 NA0409  ___________________________________________________________________
 NA0409  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NA0409  DYNAMIC HT  -         188.209 (meters)     617.48  (feet)  COMP
 NA0409  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NA0409
 NA0409  VERT ORDER  -  SECOND    CLASS 0
 NA0409
 NA0409.The horizontal coordinates were scaled from a topographic map and have
 NA0409.an estimated accuracy of +/- 6 seconds.
 NA0409
 NA0409.The orthometric height was determined by differential leveling
 NA0409.and adjusted by the National Geodetic Survey in June 1991..
 NA0409
 NA0409.The geoid height was determined by GEOID03.
 NA0409
 NA0409.The dynamic height is computed by dividing the NAVD 88
 NA0409.geopotential number by the normal gravity value computed on the
 NA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0409.degrees latitude (g = 980.6199 gals.).
 NA0409
 NA0409.The modeled gravity was interpolated from observed gravity values.
 NA0409
 NA0409;                    North         East    Units  Estimated Accuracy
 NA0409;SPC NY E     -   372,600.      189,810.      MT  (+/- 180 meters Scaled)
 NA0409
 NA0409                          SUPERSEDED SURVEY CONTROL
 NA0409
 NA0409  NGVD 29 (??/??/92)  188.486  (m)          618.39   (f) ADJ UNCH    2 0
 NA0409
 NA0409.Superseded values are not recommended for survey control.
 NA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0409.See file dsdata.txt to determine how the superseded data were derived.
 NA0409
 NA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM810711(NAD 83)
 NA0409_MARKER: DB = BENCH MARK DISK
 NA0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0409_SP_SET: BRIDGE ABUTMENT
 NA0409_STAMPING: C-282 1942
 NA0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0409
 NA0409  HISTORY     - Date     Condition        Report By
 NA0409  HISTORY     - 1942     MONUMENTED       CGS
 NA0409
 NA0409                          STATION DESCRIPTION
 NA0409
 NA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0409'1.1 MI N FROM PALENVILLE.
 NA0409'1.1 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA0409'PALENVILLE, SET IN THE WEST CORNER OF THE NORTH ABUTMENT OF A LARGE
 NA0409'CONCRETE BRIDGE, ABOUT 150 FEET EAST OF A RED BARN AND GARAGE, AT THE
 NA0409'INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD LEADING NORTHEAST, 13
 NA0409'FEET WEST OF THE CENTER-LINE OF THE ROAD. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0903 ***********************************************************************
 NA0903  DESIGNATION -  C 283
 NA0903  PID         -  NA0903
 NA0903  STATE/COUNTY-  NY/OTSEGO
 NA0903  USGS QUAD   -  WESTFORD (1994)
 NA0903
 NA0903                         *CURRENT SURVEY CONTROL
 NA0903  ___________________________________________________________________
 NA0903* NAD 83(1986)-  42 40 43.     (N)    074 48 45.     (W)     SCALED    
 NA0903* NAVD 88     -       591.822  (meters)    1941.67   (feet)  ADJUSTED  
 NA0903  ___________________________________________________________________
 NA0903  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 NA0903  DYNAMIC HT  -         591.622 (meters)    1941.01  (feet)  COMP
 NA0903  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 NA0903
 NA0903  VERT ORDER  -  SECOND    CLASS 0
 NA0903
 NA0903.The horizontal coordinates were scaled from a topographic map and have
 NA0903.an estimated accuracy of +/- 6 seconds.
 NA0903
 NA0903.The orthometric height was determined by differential leveling
 NA0903.and adjusted by the National Geodetic Survey in June 1991..
 NA0903
 NA0903.The geoid height was determined by GEOID03.
 NA0903
 NA0903.The dynamic height is computed by dividing the NAVD 88
 NA0903.geopotential number by the normal gravity value computed on the
 NA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0903.degrees latitude (g = 980.6199 gals.).
 NA0903
 NA0903.The modeled gravity was interpolated from observed gravity values.
 NA0903
 NA0903;                    North         East    Units  Estimated Accuracy
 NA0903;SPC NY E     -   427,020.      124,390.      MT  (+/- 180 meters Scaled)
 NA0903
 NA0903                          SUPERSEDED SURVEY CONTROL
 NA0903
 NA0903  NGVD 29 (??/??/92)  591.953  (m)         1942.10   (f) ADJ UNCH    2 0
 NA0903
 NA0903.Superseded values are not recommended for survey control.
 NA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0903.See file dsdata.txt to determine how the superseded data were derived.
 NA0903
 NA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN153251(NAD 83)
 NA0903_MARKER: DB = BENCH MARK DISK
 NA0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0903_STAMPING: C 283 1942
 NA0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0903+STABILITY: SURFACE MOTION
 NA0903
 NA0903  HISTORY     - Date     Condition        Report By
 NA0903  HISTORY     - 1942     MONUMENTED       CGS
 NA0903
 NA0903                          STATION DESCRIPTION
 NA0903
 NA0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0903'1.9 MI SE FROM MIDDLEFIELD.
 NA0903'1.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 NA0903'MIDDLEFIELD, AT A T INTERSECTION OF TWO GRAVEL ROADS, 32 FEET EAST OF
 NA0903'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER
 NA0903'LINE OF THE EAST-BOUND ROAD, AND 2 FEET WEST OF A STANDARD REFERENCE
 NA0903'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0898 ***********************************************************************
 NA0898  DESIGNATION -  C 284
 NA0898  PID         -  NA0898
 NA0898  STATE/COUNTY-  NY/OTSEGO
 NA0898  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA0898
 NA0898                         *CURRENT SURVEY CONTROL
 NA0898  ___________________________________________________________________
 NA0898* NAD 83(1986)-  42 47 42.     (N)    074 54 02.     (W)     SCALED    
 NA0898* NAVD 88     -       392.363  (meters)    1287.28   (feet)  ADJUSTED  
 NA0898  ___________________________________________________________________
 NA0898  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NA0898  DYNAMIC HT  -         392.233 (meters)    1286.85  (feet)  COMP
 NA0898  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 NA0898
 NA0898  VERT ORDER  -  SECOND    CLASS II
 NA0898
 NA0898.The horizontal coordinates were scaled from a topographic map and have
 NA0898.an estimated accuracy of +/- 6 seconds.
 NA0898
 NA0898.The orthometric height was determined by differential leveling
 NA0898.and adjusted by the National Geodetic Survey in June 1991..
 NA0898
 NA0898.The geoid height was determined by GEOID03.
 NA0898
 NA0898.The dynamic height is computed by dividing the NAVD 88
 NA0898.geopotential number by the normal gravity value computed on the
 NA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0898.degrees latitude (g = 980.6199 gals.).
 NA0898
 NA0898.The modeled gravity was interpolated from observed gravity values.
 NA0898
 NA0898;                    North         East    Units  Estimated Accuracy
 NA0898;SPC NY E     -   439,980.      117,230.      MT  (+/- 180 meters Scaled)
 NA0898
 NA0898                          SUPERSEDED SURVEY CONTROL
 NA0898
 NA0898  NGVD 29 (??/??/92)  392.505  (m)         1287.74   (f) ADJ UNCH    2 0
 NA0898
 NA0898.Superseded values are not recommended for survey control.
 NA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0898.See file dsdata.txt to determine how the superseded data were derived.
 NA0898
 NA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN081380(NAD 83)
 NA0898_MARKER: DB = BENCH MARK DISK
 NA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0898_STAMPING: C 284 1942
 NA0898_MARK LOGO: CGS   
 NA0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0898+STABILITY: SURFACE MOTION
 NA0898
 NA0898  HISTORY     - Date     Condition        Report By
 NA0898  HISTORY     - 1942     MONUMENTED       CGS
 NA0898  HISTORY     - 1983     GOOD             LOCSUR
 NA0898  HISTORY     - 20040525 GOOD             TVGA
 NA0898
 NA0898                          STATION DESCRIPTION
 NA0898
 NA0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0898'3.0 MI S FROM SPRINGFIELD CENTER.
 NA0898'3.0 MILES SOUTH ALONG STATE HIGHWAY NO. 80 FROM THE POST OFFICE AT
 NA0898'SPRINGFIELD CENTER, AT AN INTERSECTION OF THE HIGHWAY AND AN OLD
 NA0898'ABANDONED DIRT ROAD LEADING WEST, 44 FEET WEST OF THE CENTER LINE OF
 NA0898'THE HIGHWAY, 36 FEET SOUTHWEST OF NYT POLE NO. 264, 25 FEET SOUTH OF
 NA0898'A PASTURE FENCE CORNER POST, 9 FEET NORTH OF THE CENTER LINE OF THE
 NA0898'DIRT ROAD, AND 1 FOOT EAST OF A STANDARD REFERENCE POST.  A DISK, SET
 NA0898'IN THE TOP OF A CONCRETE POST.
 NA0898
 NA0898                          STATION RECOVERY (1983)
 NA0898
 NA0898'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NA0898'RECOVERED IN GOOD CONDITION.
 NA0898
 NA0898                          STATION RECOVERY (2004)
 NA0898
 NA0898'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004
 NA0898'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1641 ***********************************************************************
 NA1641  DESIGNATION -  C 286
 NA1641  PID         -  NA1641
 NA1641  STATE/COUNTY-  NY/MADISON
 NA1641  USGS QUAD   -  WEST EATON (1943)
 NA1641
 NA1641                         *CURRENT SURVEY CONTROL
 NA1641  ___________________________________________________________________
 NA1641* NAD 83(1986)-  42 46 36.     (N)    075 43 39.     (W)     SCALED    
 NA1641* NAVD 88     -       446.023  (meters)    1463.33   (feet)  ADJUSTED  
 NA1641  ___________________________________________________________________
 NA1641  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 NA1641  DYNAMIC HT  -         445.875 (meters)    1462.84  (feet)  COMP
 NA1641  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 NA1641
 NA1641  VERT ORDER  -  SECOND    CLASS 0
 NA1641
 NA1641.The horizontal coordinates were scaled from a topographic map and have
 NA1641.an estimated accuracy of +/- 6 seconds.
 NA1641
 NA1641.The orthometric height was determined by differential leveling
 NA1641.and adjusted by the National Geodetic Survey in June 1991..
 NA1641
 NA1641.The geoid height was determined by GEOID03.
 NA1641
 NA1641.The dynamic height is computed by dividing the NAVD 88
 NA1641.geopotential number by the normal gravity value computed on the
 NA1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1641.degrees latitude (g = 980.6199 gals.).
 NA1641
 NA1641.The modeled gravity was interpolated from observed gravity values.
 NA1641
 NA1641;                    North         East    Units  Estimated Accuracy
 NA1641;SPC NY C     -   308,720.      320,030.      MT  (+/- 180 meters Scaled)
 NA1641
 NA1641                          SUPERSEDED SURVEY CONTROL
 NA1641
 NA1641  NGVD 29 (??/??/92)  446.120  (m)         1463.65   (f) ADJ UNCH    2 0
 NA1641
 NA1641.Superseded values are not recommended for survey control.
 NA1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1641.See file dsdata.txt to determine how the superseded data were derived.
 NA1641
 NA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN404362(NAD 83)
 NA1641_MARKER: DB = BENCH MARK DISK
 NA1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1641_SP_SET: CULVERT
 NA1641_STAMPING: C 286 1942
 NA1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1641
 NA1641  HISTORY     - Date     Condition        Report By
 NA1641  HISTORY     - 1942     MONUMENTED       CGS
 NA1641
 NA1641                          STATION DESCRIPTION
 NA1641
 NA1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1641'0.8 MI N FROM GEORGETOWN.
 NA1641'0.8 MILE NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 NA1641'GEORGETOWN, MADISON COUNTY, 25.3 FEET NORTHEAST OF POLE 27, AT AN 18-
 NA1641'BY 18-INCH BOX CULVERT, IN THE EAST CORNER, 17 FEET SOUTHEAST OF THE
 NA1641'CENTER LINE OF THE HIGHWAY, 2.8 FEET SOUTHEAST OF A GUARDRAIL FENCE,
 NA1641'AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 286
 NA1641'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1687 ***********************************************************************
 NA1687  DESIGNATION -  C 287
 NA1687  PID         -  NA1687
 NA1687  STATE/COUNTY-  NY/CHENANGO
 NA1687  USGS QUAD   -  SOUTH OTSELIC (1976)
 NA1687
 NA1687                         *CURRENT SURVEY CONTROL
 NA1687  ___________________________________________________________________
 NA1687* NAD 83(1986)-  42 39 58.     (N)    075 52 07.     (W)     SCALED    
 NA1687* NAVD 88     -       368.483  (meters)    1208.93   (feet)  ADJUSTED  
 NA1687  ___________________________________________________________________
 NA1687  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NA1687  DYNAMIC HT  -         368.359 (meters)    1208.52  (feet)  COMP
 NA1687  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 NA1687
 NA1687  VERT ORDER  -  SECOND    CLASS 0
 NA1687
 NA1687.The horizontal coordinates were scaled from a topographic map and have
 NA1687.an estimated accuracy of +/- 6 seconds.
 NA1687
 NA1687.The orthometric height was determined by differential leveling
 NA1687.and adjusted by the National Geodetic Survey in June 1991..
 NA1687
 NA1687.The geoid height was determined by GEOID03.
 NA1687
 NA1687.The dynamic height is computed by dividing the NAVD 88
 NA1687.geopotential number by the normal gravity value computed on the
 NA1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1687.degrees latitude (g = 980.6199 gals.).
 NA1687
 NA1687.The modeled gravity was interpolated from observed gravity values.
 NA1687
 NA1687;                    North         East    Units  Estimated Accuracy
 NA1687;SPC NY C     -   296,330.      308,590.      MT  (+/- 180 meters Scaled)
 NA1687
 NA1687                          SUPERSEDED SURVEY CONTROL
 NA1687
 NA1687  NGVD 29 (??/??/92)  368.608  (m)         1209.34   (f) ADJ UNCH    2 0
 NA1687
 NA1687.Superseded values are not recommended for survey control.
 NA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1687.See file dsdata.txt to determine how the superseded data were derived.
 NA1687
 NA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN288241(NAD 83)
 NA1687_MARKER: DB = BENCH MARK DISK
 NA1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1687_SP_SET: BRIDGE
 NA1687_STAMPING: C-287 1942
 NA1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1687
 NA1687  HISTORY     - Date     Condition        Report By
 NA1687  HISTORY     - 1942     MONUMENTED       CGS
 NA1687  HISTORY     - 1946     MARK NOT FOUND   LOCENG
 NA1687
 NA1687                          STATION DESCRIPTION
 NA1687
 NA1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1687'2.9 MI N FROM UNION VALLEY.
 NA1687'2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT UNION
 NA1687'VALLEY.  SET IN THE SOUTH CORNER OF THE EAST ABUTMENT OF A CONCRETE
 NA1687'BRIDGE.  300 FEET NORTH OF A YELLOW FARM HOUSE, 14 FEET EAST OF
 NA1687'CENTER-LINE OF PAVED ROAD, 13 FEET NORTH OF CENTER-LINE OF SIDE ROAD
 NA1687'LEADING EAST.
 NA1687
 NA1687                          STATION RECOVERY (1946)
 NA1687
 NA1687'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 NA1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1680 ***********************************************************************
 NA1680  DESIGNATION -  C 288
 NA1680  PID         -  NA1680
 NA1680  STATE/COUNTY-  NY/CHENANGO
 NA1680  USGS QUAD   -  EAST PHARSALIA (1976)
 NA1680
 NA1680                         *CURRENT SURVEY CONTROL
 NA1680  ___________________________________________________________________
 NA1680* NAD 83(1986)-  42 31 58.     (N)    075 41 21.     (W)     SCALED    
 NA1680* NAVD 88     -       550.363  (meters)    1805.65   (feet)  ADJUSTED  
 NA1680  ___________________________________________________________________
 NA1680  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA1680  DYNAMIC HT  -         550.163 (meters)    1804.99  (feet)  COMP
 NA1680  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 NA1680
 NA1680  VERT ORDER  -  SECOND    CLASS 0
 NA1680
 NA1680.The horizontal coordinates were scaled from a topographic map and have
 NA1680.an estimated accuracy of +/- 6 seconds.
 NA1680
 NA1680.The orthometric height was determined by differential leveling
 NA1680.and adjusted by the National Geodetic Survey in June 1991..
 NA1680
 NA1680.The geoid height was determined by GEOID03.
 NA1680
 NA1680.The dynamic height is computed by dividing the NAVD 88
 NA1680.geopotential number by the normal gravity value computed on the
 NA1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1680.degrees latitude (g = 980.6199 gals.).
 NA1680
 NA1680.The modeled gravity was interpolated from observed gravity values.
 NA1680
 NA1680;                    North         East    Units  Estimated Accuracy
 NA1680;SPC NY C     -   281,660.      323,460.      MT  (+/- 180 meters Scaled)
 NA1680
 NA1680                          SUPERSEDED SURVEY CONTROL
 NA1680
 NA1680  NGVD 29 (??/??/92)  550.474  (m)         1806.01   (f) ADJ UNCH    2 0
 NA1680
 NA1680.Superseded values are not recommended for survey control.
 NA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1680.See file dsdata.txt to determine how the superseded data were derived.
 NA1680
 NA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN434091(NAD 83)
 NA1680_MARKER: DB = BENCH MARK DISK
 NA1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1680_STAMPING: C 288 1942
 NA1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1680+STABILITY: SURFACE MOTION
 NA1680
 NA1680  HISTORY     - Date     Condition        Report By
 NA1680  HISTORY     - 1942     MONUMENTED       CGS
 NA1680
 NA1680                          STATION DESCRIPTION
 NA1680
 NA1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1680'2.5 MI SE FROM EAST PHARSALIA.
 NA1680'2.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT EAST
 NA1680'PHARSALIA, CHENANGO COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 NA1680'CROSSING, 31 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 NA1680'ROAD, 21.5 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD,
 NA1680'15 FEET SOUTHEAST OF A 36-INCH PINE TREE, AND 1 FOOT SOUTH OF A
 NA1680'WITNESS POST.  A STANDARD DISK, STAMPED C 288 1942 AND SET IN THE TOP
 NA1680'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1548 ***********************************************************************
 NA1548  DESIGNATION -  C 289
 NA1548  PID         -  NA1548
 NA1548  STATE/COUNTY-  NY/MADISON
 NA1548  USGS QUAD   -  ERIEVILLE (1943)
 NA1548
 NA1548                         *CURRENT SURVEY CONTROL
 NA1548  ___________________________________________________________________
 NA1548* NAD 83(1986)-  42 52 07.     (N)    075 52 14.     (W)     SCALED    
 NA1548* NAVD 88     -       400.817  (meters)    1315.01   (feet)  ADJUSTED  
 NA1548  ___________________________________________________________________
 NA1548  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 NA1548  DYNAMIC HT  -         400.691 (meters)    1314.60  (feet)  COMP
 NA1548  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 NA1548
 NA1548  VERT ORDER  -  SECOND    CLASS 0
 NA1548
 NA1548.The horizontal coordinates were scaled from a topographic map and have
 NA1548.an estimated accuracy of +/- 6 seconds.
 NA1548
 NA1548.The orthometric height was determined by differential leveling
 NA1548.and adjusted by the National Geodetic Survey in June 1991..
 NA1548
 NA1548.The geoid height was determined by GEOID03.
 NA1548
 NA1548.The dynamic height is computed by dividing the NAVD 88
 NA1548.geopotential number by the normal gravity value computed on the
 NA1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1548.degrees latitude (g = 980.6199 gals.).
 NA1548
 NA1548.The modeled gravity was interpolated from observed gravity values.
 NA1548
 NA1548;                    North         East    Units  Estimated Accuracy
 NA1548;SPC NY C     -   318,820.      308,240.      MT  (+/- 180 meters Scaled)
 NA1548
 NA1548                          SUPERSEDED SURVEY CONTROL
 NA1548
 NA1548  NGVD 29 (??/??/92)  400.929  (m)         1315.38   (f) ADJ UNCH    2 0
 NA1548
 NA1548.Superseded values are not recommended for survey control.
 NA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1548.See file dsdata.txt to determine how the superseded data were derived.
 NA1548
 NA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN288465(NAD 83)
 NA1548_MARKER: DB = BENCH MARK DISK
 NA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1548_STAMPING: C 289 1942
 NA1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1548+STABILITY: SURFACE MOTION
 NA1548
 NA1548  HISTORY     - Date     Condition        Report By
 NA1548  HISTORY     - 1942     MONUMENTED       CGS
 NA1548
 NA1548                          STATION DESCRIPTION
 NA1548
 NA1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1548'1.5 MI N FROM NEW WOODSTOCK.
 NA1548'1.5 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION AT
 NA1548'NEW WOODSTOCK, MADISON COUNTY, AT DELPHI STATION, NEAR THE FORMER
 NA1548'LOCATION OF DELPHI FALLS STATION, AT A GRAVEL-ROAD CROSSING, 45.5
 NA1548'FEET EAST OF THE EAST RAIL, 34 FEET SOUTH OF THE CENTERLINE OF THE
 NA1548'ROAD, 5 FEET NORTHEAST OF A POLE, 1.7 FEET WEST OF THE RIGHT-OF-WAY
 NA1548'FENCE, AND 1-1/2 FEET NORTH OF A WITNESS POST.  A STANDARD DISK,
 NA1548'STAMPED C 289 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1720 ***********************************************************************
 KU1720  DESIGNATION -  C 28=I C OF NR
 KU1720  PID         -  KU1720
 KU1720  STATE/COUNTY-  NY/WESTCHESTER
 KU1720  USGS QUAD   -  MOUNT VERNON (1979)
 KU1720
 KU1720                         *CURRENT SURVEY CONTROL
 KU1720  ___________________________________________________________________
 KU1720* NAD 83(1986)-  40 54 31.     (N)    073 46 03.     (W)     SCALED    
 KU1720* NAVD 88     -         1.952  (meters)       6.40   (feet)  ADJUSTED  
 KU1720  ___________________________________________________________________
 KU1720  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU1720  DYNAMIC HT  -           1.951 (meters)       6.40  (feet)  COMP
 KU1720  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 KU1720
 KU1720  VERT ORDER  -  FIRST     CLASS I
 KU1720
 KU1720.The horizontal coordinates were scaled from a topographic map and have
 KU1720.an estimated accuracy of +/- 6 seconds.
 KU1720
 KU1720.The orthometric height was determined by differential leveling
 KU1720.and adjusted by the National Geodetic Survey in June 1991..
 KU1720
 KU1720.The geoid height was determined by GEOID03.
 KU1720
 KU1720.The dynamic height is computed by dividing the NAVD 88
 KU1720.geopotential number by the normal gravity value computed on the
 KU1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1720.degrees latitude (g = 980.6199 gals.).
 KU1720
 KU1720.The modeled gravity was interpolated from observed gravity values.
 KU1720
 KU1720;                    North         East    Units  Estimated Accuracy
 KU1720;SPC NY E     -   230,660.      211,710.      MT  (+/- 180 meters Scaled)
 KU1720
 KU1720                          SUPERSEDED SURVEY CONTROL
 KU1720
 KU1720  NGVD 29 (??/??/92)    2.27   (m)            7.4    (f) COMPUTED    1 1
 KU1720
 KU1720.Superseded values are not recommended for survey control.
 KU1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1720.See file dsdata.txt to determine how the superseded data were derived.
 KU1720
 KU1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL037293(NAD 83)
 KU1720_MARKER: Q = CHISELED SQUARE
 KU1720_SETTING: 66 = SET IN ROCK OUTCROP
 KU1720_SP_SET: ROCK LEDGE
 KU1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1720+STABILITY: POSITION/ELEVATION WELL
 KU1720
 KU1720  HISTORY     - Date     Condition        Report By
 KU1720  HISTORY     - UNK      MONUMENTED       NY4120
 KU1720  HISTORY     - 1965     GOOD             NGS
 KU1720
 KU1720                          STATION DESCRIPTION
 KU1720
 KU1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1720'AT NEW ROCHELLE.
 KU1720'AT NEW ROCHELLE, NEAR THE EAST CORNER OF HUDSON PARK, NEAR THE
 KU1720'NEW ROCHELLE ROWING CLUB BUILDING, ABOUT 0.2 MILE EAST THROUGH
 KU1720'THE PARK FROM THE MAIN ENTRANCE TO PARK, A COPPER BOLT INSIDE
 KU1720'A CHISELED SQUARE ON A ROCK LEDGE 1 FOOT BELOW THE PARKWAY AREA
 KU1720'PAVEMENT ACCESS TO WHICH IS HAD THROUGH A 6-BY-6-INCH IRON BOX,
 KU1720'IN LINE WITH THE SOUTHWEST EDGE OF THE SOUTHWEST CURB OF PARKING
 KU1720'AREA, 62 FEET SOUTHWEST OF THE NORTHEAST SIDE OF A DOCK, 23 FEET
 KU1720'NORTHWEST OF THE SOUTHEAST END OF DOCK AND 3 FEET NORTHEAST
 KU1720'OF THE NORTHEAST SIDE OF THE ROWING CLUB BUILDING, 1 FOOT BELOW
 KU1720'THE LEVEL OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0020 ***********************************************************************
 PH0020  DESIGNATION -  C 29
 PH0020  PID         -  PH0020
 PH0020  STATE/COUNTY-  NY/FRANKLIN
 PH0020  USGS QUAD   -  MALONE (1964)
 PH0020
 PH0020                         *CURRENT SURVEY CONTROL
 PH0020  ___________________________________________________________________
 PH0020* NAD 83(1986)-  44 50 56.     (N)    074 17 22.     (W)     SCALED    
 PH0020* NAVD 88     -       220.152  (meters)     722.28   (feet)  ADJUSTED  
 PH0020  ___________________________________________________________________
 PH0020  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 PH0020  DYNAMIC HT  -         220.139 (meters)     722.24  (feet)  COMP
 PH0020  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 PH0020
 PH0020  VERT ORDER  -  FIRST     CLASS II
 PH0020
 PH0020.The horizontal coordinates were scaled from a topographic map and have
 PH0020.an estimated accuracy of +/- 6 seconds.
 PH0020
 PH0020.The orthometric height was determined by differential leveling
 PH0020.and adjusted by the National Geodetic Survey in June 1991..
 PH0020
 PH0020.The geoid height was determined by GEOID03.
 PH0020
 PH0020.The dynamic height is computed by dividing the NAVD 88
 PH0020.geopotential number by the normal gravity value computed on the
 PH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0020.degrees latitude (g = 980.6199 gals.).
 PH0020
 PH0020.The modeled gravity was interpolated from observed gravity values.
 PH0020
 PH0020;                    North         East    Units  Estimated Accuracy
 PH0020;SPC NY E     -   668,100.      166,640.      MT  (+/- 180 meters Scaled)
 PH0020
 PH0020                          SUPERSEDED SURVEY CONTROL
 PH0020
 PH0020  NGVD 29 (??/??/92)  220.24   (m)          722.6    (f) COMPUTED    1 2
 PH0020
 PH0020.Superseded values are not recommended for survey control.
 PH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0020.See file dsdata.txt to determine how the superseded data were derived.
 PH0020
 PH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ561664(NAD 83)
 PH0020_MARKER: DB = BENCH MARK DISK
 PH0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0020_SP_SET: BUILDING
 PH0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0020
 PH0020  HISTORY     - Date     Condition        Report By
 PH0020  HISTORY     - UNK      MONUMENTED       CGS
 PH0020  HISTORY     - 1931     GOOD             NGS
 PH0020  HISTORY     - 1934     POOR             NGS
 PH0020  HISTORY     - 19981123 MARK NOT FOUND   USPSQD
 PH0020
 PH0020                          STATION DESCRIPTION
 PH0020
 PH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0020'IN MALONE.
 PH0020'IN THE U.S. POST OFFICE BUILDING.  MAIN STREET ENTRANCE.  CENTER OF
 PH0020'EAST GRANITE CAPSTONE OF STEPS LEADING TO DOOR.
 PH0020
 PH0020                          STATION RECOVERY (1934)
 PH0020
 PH0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PH0020'MARK RECOVERED IN POOR CONDITION.
 PH0020
 PH0020                          STATION RECOVERY (1998)
 PH0020
 PH0020'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0021 ***********************************************************************
 PH0021  DESIGNATION -  C 29 RESET 1935
 PH0021  PID         -  PH0021
 PH0021  STATE/COUNTY-  NY/FRANKLIN
 PH0021  USGS QUAD   -  MALONE (1964)
 PH0021
 PH0021                         *CURRENT SURVEY CONTROL
 PH0021  ___________________________________________________________________
 PH0021* NAD 83(1986)-  44 50 56.     (N)    074 17 22.     (W)     SCALED    
 PH0021* NAVD 88     -       219.918  (meters)     721.51   (feet)  ADJUSTED  
 PH0021  ___________________________________________________________________
 PH0021  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 PH0021  DYNAMIC HT  -         219.905 (meters)     721.47  (feet)  COMP
 PH0021  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 PH0021
 PH0021  VERT ORDER  -  FIRST     CLASS I
 PH0021
 PH0021.The horizontal coordinates were scaled from a topographic map and have
 PH0021.an estimated accuracy of +/- 6 seconds.
 PH0021
 PH0021.The orthometric height was determined by differential leveling
 PH0021.and adjusted by the National Geodetic Survey in June 1991..
 PH0021
 PH0021.The geoid height was determined by GEOID03.
 PH0021
 PH0021.The dynamic height is computed by dividing the NAVD 88
 PH0021.geopotential number by the normal gravity value computed on the
 PH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0021.degrees latitude (g = 980.6199 gals.).
 PH0021
 PH0021.The modeled gravity was interpolated from observed gravity values.
 PH0021
 PH0021;                    North         East    Units  Estimated Accuracy
 PH0021;SPC NY E     -   668,100.      166,640.      MT  (+/- 180 meters Scaled)
 PH0021
 PH0021                          SUPERSEDED SURVEY CONTROL
 PH0021
 PH0021  NGVD 29 (??/??/92)  219.998  (m)          721.78   (f) ADJ UNCH    1 1
 PH0021
 PH0021.Superseded values are not recommended for survey control.
 PH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0021.See file dsdata.txt to determine how the superseded data were derived.
 PH0021
 PH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ561664(NAD 83)
 PH0021_MARKER: DB = BENCH MARK DISK
 PH0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0021_SP_SET: STEPS
 PH0021_STAMPING: C 29 RESET 1935 722.554
 PH0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH0021+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 PH0021
 PH0021  HISTORY     - Date     Condition        Report By
 PH0021  HISTORY     - 1935     MONUMENTED       CGS
 PH0021  HISTORY     - 1975     GOOD             NGS
 PH0021  HISTORY     - 20060523 GOOD             NYDT
 PH0021
 PH0021                          STATION DESCRIPTION
 PH0021
 PH0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0021'IN MALONE.
 PH0021'AT MALONE, SET IN THE TOP OF THE COPING ALONG THE EAST SIDE OF THE
 PH0021'STEPS TO THE NORTH (MAIN) ENTRANCE TO THE POST OFFICE, 16.7 FEET
 PH0021'NORTHEAST OF THE CENTER OF DOORWAY FOR ENTRANCE TO POST OFFICE, 7.2
 PH0021'FEET NORTH OF THE NORTH WALL OF BUILDING, 3.0 FEET SOUTH OF THE NORTH
 PH0021'EDGE OF COPING AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 PH0021
 PH0021                          STATION RECOVERY (2006)
 PH0021
 PH0021'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1559 ***********************************************************************
 NA1559  DESIGNATION -  C 291
 NA1559  PID         -  NA1559
 NA1559  STATE/COUNTY-  NY/MADISON
 NA1559  USGS QUAD   -  CAZENOVIA (1943)
 NA1559
 NA1559                         *CURRENT SURVEY CONTROL
 NA1559  ___________________________________________________________________
 NA1559* NAD 83(1986)-  42 57 10.     (N)    075 46 52.     (W)     SCALED    
 NA1559* NAVD 88     -       495.329  (meters)    1625.09   (feet)  ADJUSTED  
 NA1559  ___________________________________________________________________
 NA1559  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NA1559  DYNAMIC HT  -         495.179 (meters)    1624.60  (feet)  COMP
 NA1559  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 NA1559
 NA1559  VERT ORDER  -  SECOND    CLASS 0
 NA1559
 NA1559.The horizontal coordinates were scaled from a topographic map and have
 NA1559.an estimated accuracy of +/- 6 seconds.
 NA1559
 NA1559.The orthometric height was determined by differential leveling
 NA1559.and adjusted by the National Geodetic Survey in June 1991..
 NA1559
 NA1559.The geoid height was determined by GEOID03.
 NA1559
 NA1559.The dynamic height is computed by dividing the NAVD 88
 NA1559.geopotential number by the normal gravity value computed on the
 NA1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1559.degrees latitude (g = 980.6199 gals.).
 NA1559
 NA1559.The modeled gravity was interpolated from observed gravity values.
 NA1559
 NA1559;                    North         East    Units  Estimated Accuracy
 NA1559;SPC NY C     -   328,240.      315,460.      MT  (+/- 180 meters Scaled)
 NA1559
 NA1559                          SUPERSEDED SURVEY CONTROL
 NA1559
 NA1559  NGVD 29 (??/??/92)  495.458  (m)         1625.52   (f) ADJ UNCH    2 0
 NA1559
 NA1559.Superseded values are not recommended for survey control.
 NA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1559.See file dsdata.txt to determine how the superseded data were derived.
 NA1559
 NA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN362558(NAD 83)
 NA1559_MARKER: DB = BENCH MARK DISK
 NA1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1559_STAMPING: C 291 1942
 NA1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1559+STABILITY: SURFACE MOTION
 NA1559
 NA1559  HISTORY     - Date     Condition        Report By
 NA1559  HISTORY     - 1942     MONUMENTED       CGS
 NA1559
 NA1559                          STATION DESCRIPTION
 NA1559
 NA1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1559'4.1 MI E FROM CAZENOVIA.
 NA1559'4.1 MILES EAST ALONG THE CAZENOVIA TO PETERBORO PAVED ROAD FROM THE
 NA1559'MUNICIPAL BUILDING AT CAZENOVIA, AT AN OLD BARN ON THE SOUTH SIDE OF
 NA1559'THE ROAD, 32 FEET WEST OF THE NORTHWEST CORNER, 25 FEET SOUTH OF THE
 NA1559'CENTER LINE OF THE ROAD, 6 FEET WEST OF CAZENOVIA TELEPHONE CO. POLE
 NA1559'NO. 11, 2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF
 NA1559'A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0062 ***********************************************************************
 LY0062  DESIGNATION -  C 292
 LY0062  PID         -  LY0062
 LY0062  STATE/COUNTY-  NY/ULSTER
 LY0062  USGS QUAD   -  WEST SHOKAN (1969)
 LY0062
 LY0062                         *CURRENT SURVEY CONTROL
 LY0062  ___________________________________________________________________
 LY0062* NAD 83(1986)-  41 54 23.     (N)    074 16 27.     (W)     SCALED    
 LY0062* NAVD 88     -       303.788  (meters)     996.68   (feet)  ADJUSTED  
 LY0062  ___________________________________________________________________
 LY0062  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LY0062  DYNAMIC HT  -         303.674 (meters)     996.30  (feet)  COMP
 LY0062  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 LY0062
 LY0062  VERT ORDER  -  SECOND    CLASS 0
 LY0062
 LY0062.The horizontal coordinates were scaled from a topographic map and have
 LY0062.an estimated accuracy of +/- 6 seconds.
 LY0062
 LY0062.The orthometric height was determined by differential leveling
 LY0062.and adjusted by the National Geodetic Survey in June 1991..
 LY0062
 LY0062.The geoid height was determined by GEOID03.
 LY0062
 LY0062.The dynamic height is computed by dividing the NAVD 88
 LY0062.geopotential number by the normal gravity value computed on the
 LY0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0062.degrees latitude (g = 980.6199 gals.).
 LY0062
 LY0062.The modeled gravity was interpolated from observed gravity values.
 LY0062
 LY0062;                    North         East    Units  Estimated Accuracy
 LY0062;SPC NY E     -   341,230.      168,740.      MT  (+/- 180 meters Scaled)
 LY0062
 LY0062                          SUPERSEDED SURVEY CONTROL
 LY0062
 LY0062  NGVD 29 (??/??/92)  304.002  (m)          997.38   (f) ADJ UNCH    2 0
 LY0062
 LY0062.Superseded values are not recommended for survey control.
 LY0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0062.See file dsdata.txt to determine how the superseded data were derived.
 LY0062
 LY0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM602396(NAD 83)
 LY0062_MARKER: DB = BENCH MARK DISK
 LY0062_SETTING: 80 = SET IN A BOULDER
 LY0062_SP_SET: BOULDER
 LY0062_STAMPING: C 292 1942
 LY0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0062+STABILITY: SURFACE MOTION
 LY0062
 LY0062  HISTORY     - Date     Condition        Report By
 LY0062  HISTORY     - 1942     MONUMENTED       CGS
 LY0062  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0062
 LY0062                          STATION DESCRIPTION
 LY0062
 LY0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0062'1.9 MI NE FROM SAMSONVILLE.
 LY0062'1.9 MILES NORTHEAST ALONG A MACADAM ROAD FROM THE METHODIST CHURCH
 LY0062'AT SAMSONVILLE, ULSTER COUNTY, 17 FEET NORTHWEST OF THE CENTERLINE
 LY0062'OF THE ROAD, 58 FEET NORTH ACROSS THE ROAD FROM AN 18-INCH
 LY0062'PINE TREE, 2 FEET SOUTHEAST OF A WIRE FENCE PARALLELING THE
 LY0062'ROAD, 20.1 FEET EAST OF AN 18-INCH ASH TREE, IN THE TOP OF A
 LY0062'BOULDER, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 LY0062'C 292 1942.
 LY0062
 LY0062                          STATION RECOVERY (1984)
 LY0062
 LY0062'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1091 ***********************************************************************
 NA1091  DESIGNATION -  C 294
 NA1091  PID         -  NA1091
 NA1091  STATE/COUNTY-  NY/OTSEGO
 NA1091  USGS QUAD   -  SCHUYLER LAKE (1981)
 NA1091
 NA1091                         *CURRENT SURVEY CONTROL
 NA1091  ___________________________________________________________________
 NA1091* NAD 83(1986)-  42 52 27.     (N)    075 07 22.     (W)     SCALED    
 NA1091* NAVD 88     -       477.341  (meters)    1566.08   (feet)  ADJUSTED  
 NA1091  ___________________________________________________________________
 NA1091  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 NA1091  DYNAMIC HT  -         477.189 (meters)    1565.58  (feet)  COMP
 NA1091  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NA1091
 NA1091  VERT ORDER  -  SECOND    CLASS 0
 NA1091
 NA1091.The horizontal coordinates were scaled from a topographic map and have
 NA1091.an estimated accuracy of +/- 6 seconds.
 NA1091
 NA1091.The orthometric height was determined by differential leveling
 NA1091.and adjusted by the National Geodetic Survey in June 1991..
 NA1091
 NA1091.The geoid height was determined by GEOID03.
 NA1091
 NA1091.The dynamic height is computed by dividing the NAVD 88
 NA1091.geopotential number by the normal gravity value computed on the
 NA1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1091.degrees latitude (g = 980.6199 gals.).
 NA1091
 NA1091.The modeled gravity was interpolated from observed gravity values.
 NA1091
 NA1091;                    North         East    Units  Estimated Accuracy
 NA1091;SPC NY E     -   448,880.       99,120.      MT  (+/- 180 meters Scaled)
 NA1091
 NA1091                          SUPERSEDED SURVEY CONTROL
 NA1091
 NA1091  NGVD 29 (??/??/92)  477.475  (m)         1566.52   (f) ADJ UNCH    2 0
 NA1091
 NA1091.Superseded values are not recommended for survey control.
 NA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1091.See file dsdata.txt to determine how the superseded data were derived.
 NA1091
 NA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN899468(NAD 83)
 NA1091_MARKER: DB = BENCH MARK DISK
 NA1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1091_SP_SET: CULVERT
 NA1091_STAMPING: C 294 1942
 NA1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1091
 NA1091  HISTORY     - Date     Condition        Report By
 NA1091  HISTORY     - 1942     MONUMENTED       CGS
 NA1091
 NA1091                          STATION DESCRIPTION
 NA1091
 NA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1091'2.1 MI SE FROM EAST WINFIELD.
 NA1091'0.3 MILE WEST ALONG U. S. HIGHWAY NO. 20 FROM AN INTERSECTION OF U.
 NA1091'S. HIGHWAY NO. 20 AND STATE HIGHWAY NO. 51 AT EAST WINFIELD, THENCE
 NA1091'1.8 MILES SOUTHEAST ALONG A BLACK TOP ROAD, AT A 6-BY-3 FOOT BOX
 NA1091'CULVERT.  A DISK, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 NA1091'HEADWALL, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1175 ***********************************************************************
 NA1175  DESIGNATION -  C 295
 NA1175  PID         -  NA1175
 NA1175  STATE/COUNTY-  NY/OTSEGO
 NA1175  USGS QUAD   -  EDMESTON (1994)
 NA1175
 NA1175                         *CURRENT SURVEY CONTROL
 NA1175  ___________________________________________________________________
 NA1175* NAD 83(1986)-  42 38 17.     (N)    075 12 40.     (W)     SCALED    
 NA1175* NAVD 88     -       480.723  (meters)    1577.17   (feet)  ADJUSTED  
 NA1175  ___________________________________________________________________
 NA1175  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 NA1175  DYNAMIC HT  -         480.558 (meters)    1576.63  (feet)  COMP
 NA1175  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NA1175
 NA1175  VERT ORDER  -  SECOND    CLASS 0
 NA1175
 NA1175.The horizontal coordinates were scaled from a topographic map and have
 NA1175.an estimated accuracy of +/- 6 seconds.
 NA1175
 NA1175.The orthometric height was determined by differential leveling
 NA1175.and adjusted by the National Geodetic Survey in June 1991..
 NA1175
 NA1175.The geoid height was determined by GEOID03.
 NA1175
 NA1175.The dynamic height is computed by dividing the NAVD 88
 NA1175.geopotential number by the normal gravity value computed on the
 NA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1175.degrees latitude (g = 980.6199 gals.).
 NA1175
 NA1175.The modeled gravity was interpolated from observed gravity values.
 NA1175
 NA1175;                    North         East    Units  Estimated Accuracy
 NA1175;SPC NY E     -   422,710.       91,680.      MT  (+/- 180 meters Scaled)
 NA1175
 NA1175                          SUPERSEDED SURVEY CONTROL
 NA1175
 NA1175  NGVD 29 (??/??/92)  480.842  (m)         1577.56   (f) ADJ UNCH    2 0
 NA1175
 NA1175.Superseded values are not recommended for survey control.
 NA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1175.See file dsdata.txt to determine how the superseded data were derived.
 NA1175
 NA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN826206(NAD 83)
 NA1175_MARKER: DB = BENCH MARK DISK
 NA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1175_STAMPING: C 295 1942
 NA1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1175+STABILITY: SURFACE MOTION
 NA1175
 NA1175  HISTORY     - Date     Condition        Report By
 NA1175  HISTORY     - 1942     MONUMENTED       CGS
 NA1175
 NA1175                          STATION DESCRIPTION
 NA1175
 NA1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1175'2.6 MI W FROM GARRATTSVILLE.
 NA1175'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 51 FROM THE POST OFFICE AT
 NA1175'GARRATTSVILLE, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.7
 NA1175'MILE NORTHWEST ALONG A GRAVEL ROAD, IN THE CENTER OF A TRIANGLE
 NA1175'FORMED BY A Y APPROACH OF A DIRT ROAD, TO A GRAVEL ROAD, 28 FEET
 NA1175'SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 1.6 FEET SOUTHEAST
 NA1175'OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0160 ***********************************************************************
 NA0160  DESIGNATION -  C 296
 NA0160  PID         -  NA0160
 NA0160  STATE/COUNTY-  NY/SCHOHARIE
 NA0160  USGS QUAD   -  SCHOHARIE (1994)
 NA0160
 NA0160                         *CURRENT SURVEY CONTROL
 NA0160  ___________________________________________________________________
 NA0160* NAD 83(1986)-  42 40 32.     (N)    074 15 11.     (W)     SCALED    
 NA0160* NAVD 88     -       204.256  (meters)     670.13   (feet)  ADJUSTED  
 NA0160  ___________________________________________________________________
 NA0160  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NA0160  DYNAMIC HT  -         204.195 (meters)     669.93  (feet)  COMP
 NA0160  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 NA0160
 NA0160  VERT ORDER  -  SECOND    CLASS 0
 NA0160
 NA0160.The horizontal coordinates were scaled from a topographic map and have
 NA0160.an estimated accuracy of +/- 6 seconds.
 NA0160
 NA0160.The orthometric height was determined by differential leveling
 NA0160.and adjusted by the National Geodetic Survey in June 1991..
 NA0160
 NA0160.The geoid height was determined by GEOID03.
 NA0160
 NA0160.The dynamic height is computed by dividing the NAVD 88
 NA0160.geopotential number by the normal gravity value computed on the
 NA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0160.degrees latitude (g = 980.6199 gals.).
 NA0160
 NA0160.The modeled gravity was interpolated from observed gravity values.
 NA0160
 NA0160;                    North         East    Units  Estimated Accuracy
 NA0160;SPC NY E     -   426,660.      170,240.      MT  (+/- 180 meters Scaled)
 NA0160
 NA0160                          SUPERSEDED SURVEY CONTROL
 NA0160
 NA0160  NGVD 29 (??/??/92)  204.410  (m)          670.64   (f) ADJ UNCH    2 0
 NA0160
 NA0160.Superseded values are not recommended for survey control.
 NA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0160.See file dsdata.txt to determine how the superseded data were derived.
 NA0160
 NA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN612250(NAD 83)
 NA0160_MARKER: DB = BENCH MARK DISK
 NA0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0160_SP_SET: CULVERT
 NA0160_STAMPING: C 296 1942
 NA0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0160
 NA0160  HISTORY     - Date     Condition        Report By
 NA0160  HISTORY     - 1942     MONUMENTED       CGS
 NA0160
 NA0160                          STATION DESCRIPTION
 NA0160
 NA0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0160'1.0 MI NW FROM GALLUPVILLE.
 NA0160'ABOUT 1.0 MILE NORTHWEST ALONG HIGHWAY NO. 43 FROM THE HIGHWAY BRIDGE
 NA0160'OVER KING CREEK AT GALLUPVILLE, AT THE JUNCTION OF A CROSS-ROAD, 13
 NA0160'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTHWEST
 NA0160'OF THE CENTER LINE OF THE CROSS-ROAD, A U.S.C. AND G.S. DISK SET IN
 NA0160'THE TOP OF THE NORTHEAST HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1648 ***********************************************************************
 NA1648  DESIGNATION -  C 297
 NA1648  PID         -  NA1648
 NA1648  STATE/COUNTY-  NY/CHENANGO
 NA1648  USGS QUAD   -  EARLVILLE (1943)
 NA1648
 NA1648                         *CURRENT SURVEY CONTROL
 NA1648  ___________________________________________________________________
 NA1648* NAD 83(1986)-  42 41 55.     (N)    075 33 18.     (W)     SCALED    
 NA1648* NAVD 88     -       336.170  (meters)    1102.92   (feet)  ADJUSTED  
 NA1648  ___________________________________________________________________
 NA1648  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA1648  DYNAMIC HT  -         336.063 (meters)    1102.57  (feet)  COMP
 NA1648  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NA1648
 NA1648  VERT ORDER  -  SECOND    CLASS 0
 NA1648
 NA1648.The horizontal coordinates were scaled from a topographic map and have
 NA1648.an estimated accuracy of +/- 6 seconds.
 NA1648
 NA1648.The orthometric height was determined by differential leveling
 NA1648.and adjusted by the National Geodetic Survey in June 1991..
 NA1648
 NA1648.The geoid height was determined by GEOID03.
 NA1648
 NA1648.The dynamic height is computed by dividing the NAVD 88
 NA1648.geopotential number by the normal gravity value computed on the
 NA1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1648.degrees latitude (g = 980.6199 gals.).
 NA1648
 NA1648.The modeled gravity was interpolated from observed gravity values.
 NA1648
 NA1648;                    North         East    Units  Estimated Accuracy
 NA1648;SPC NY C     -   300,200.      334,260.      MT  (+/- 180 meters Scaled)
 NA1648
 NA1648                          SUPERSEDED SURVEY CONTROL
 NA1648
 NA1648  NGVD 29 (??/??/92)  336.288  (m)         1103.30   (f) ADJ UNCH    2 0
 NA1648
 NA1648.Superseded values are not recommended for survey control.
 NA1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1648.See file dsdata.txt to determine how the superseded data were derived.
 NA1648
 NA1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN545274(NAD 83)
 NA1648_MARKER: DB = BENCH MARK DISK
 NA1648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1648_SP_SET: BRIDGE
 NA1648_STAMPING: C 297 1942
 NA1648_MARK LOGO: CGS   
 NA1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1648
 NA1648  HISTORY     - Date     Condition        Report By
 NA1648  HISTORY     - 1942     MONUMENTED       CGS
 NA1648  HISTORY     - 19890911 MARK NOT FOUND   LOCENG
 NA1648
 NA1648                          STATION DESCRIPTION
 NA1648
 NA1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1648'1.3 MI NE FROM SMYRNA.
 NA1648'1.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 NA1648'SMYRNA, CHENANGO COUNTY, AT A CONCRETE BRIDGE, IN THE SOUTH CORNER OF
 NA1648'THE WEST ABUTMENT, AND 12.7 FEET FROM THE CENTER LINE OF THE ROAD.  A
 NA1648'STANDARD DISK, STAMPED C 297 1942.
 NA1648
 NA1648                          STATION RECOVERY (1989)
 NA1648
 NA1648'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 NA1648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2289 ***********************************************************************
 NA2289  DESIGNATION -  C 297 RESET
 NA2289  PID         -  NA2289
 NA2289  STATE/COUNTY-  NY/CHENANGO
 NA2289  USGS QUAD   -  EARLVILLE (1943)
 NA2289
 NA2289                         *CURRENT SURVEY CONTROL
 NA2289  ___________________________________________________________________
 NA2289* NAD 83(1986)-  42 41 55.     (N)    075 33 18.     (W)     SCALED    
 NA2289* NAVD 88     -       336.31   (meters)    1103.4    (feet)  RESET     
 NA2289  ___________________________________________________________________
 NA2289  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA2289
 NA2289  VERT ORDER  -  THIRD
 NA2289
 NA2289.The horizontal coordinates were scaled from a topographic map and have
 NA2289.an estimated accuracy of +/- 6 seconds.
 NA2289
 NA2289.The orthometric height was computed from unverified reset data.
 NA2289.No vertical observational check was made to the station.
 NA2289
 NA2289.The geoid height was determined by GEOID03.
 NA2289
 NA2289;                    North         East    Units  Estimated Accuracy
 NA2289;SPC NY C     -   300,200.      334,260.      MT  (+/- 180 meters Scaled)
 NA2289
 NA2289                          SUPERSEDED SURVEY CONTROL
 NA2289
 NA2289  NGVD 29 (09/01/04)  336.43   (m)         1103.8    (f) RESET       3  
 NA2289
 NA2289.Superseded values are not recommended for survey control.
 NA2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2289.See file dsdata.txt to determine how the superseded data were derived.
 NA2289
 NA2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN545274(NAD 83)
 NA2289_MARKER: DV = VERTICAL CONTROL DISK
 NA2289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA2289_SP_SET: WINGWALL
 NA2289_STAMPING: C 297 RESET 1989
 NA2289_MARK LOGO: NGS   
 NA2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA2289+STABILITY: SURFACE MOTION
 NA2289
 NA2289  HISTORY     - Date     Condition        Report By
 NA2289  HISTORY     - 1989     MONUMENTED       LOCENG
 NA2289
 NA2289                          STATION DESCRIPTION
 NA2289
 NA2289'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 NA2289'ABOUT 1.3 MILES (2.1 KM) NORTHEAST ALONG A COUNTY ROAD FROM THE POST
 NA2289'OFFICE IN SMYRNA, AT A CONCRETE BRIDGE, IN THE SOUTHWEST WINGWALL,
 NA2289'12.7 FEET (3.9 M) FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1054 ***********************************************************************
 NA1054  DESIGNATION -  C 298
 NA1054  PID         -  NA1054
 NA1054  STATE/COUNTY-  NY/CHENANGO
 NA1054  USGS QUAD   -  SHERBURNE (1994)
 NA1054
 NA1054                         *CURRENT SURVEY CONTROL
 NA1054  ___________________________________________________________________
 NA1054* NAD 83(1986)-  42 43 51.     (N)    075 23 23.     (W)     SCALED    
 NA1054* NAVD 88     -       457.424  (meters)    1500.73   (feet)  ADJUSTED  
 NA1054  ___________________________________________________________________
 NA1054  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 NA1054  DYNAMIC HT  -         457.271 (meters)    1500.23  (feet)  COMP
 NA1054  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 NA1054
 NA1054  VERT ORDER  -  SECOND    CLASS 0
 NA1054
 NA1054.The horizontal coordinates were scaled from a topographic map and have
 NA1054.an estimated accuracy of +/- 6 seconds.
 NA1054
 NA1054.The orthometric height was determined by differential leveling
 NA1054.and adjusted by the National Geodetic Survey in June 1991..
 NA1054
 NA1054.The geoid height was determined by GEOID03.
 NA1054
 NA1054.The dynamic height is computed by dividing the NAVD 88
 NA1054.geopotential number by the normal gravity value computed on the
 NA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1054.degrees latitude (g = 980.6199 gals.).
 NA1054
 NA1054.The modeled gravity was interpolated from observed gravity values.
 NA1054
 NA1054;                    North         East    Units  Estimated Accuracy
 NA1054;SPC NY C     -   303,960.      347,750.      MT  (+/- 180 meters Scaled)
 NA1054
 NA1054                          SUPERSEDED SURVEY CONTROL
 NA1054
 NA1054  NGVD 29 (??/??/92)  457.536  (m)         1501.10   (f) ADJ UNCH    2 0
 NA1054
 NA1054.Superseded values are not recommended for survey control.
 NA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1054.See file dsdata.txt to determine how the superseded data were derived.
 NA1054
 NA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN680309(NAD 83)
 NA1054_MARKER: DB = BENCH MARK DISK
 NA1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1054_SP_SET: BRIDGE
 NA1054_STAMPING: C 298 1942
 NA1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1054
 NA1054  HISTORY     - Date     Condition        Report By
 NA1054  HISTORY     - 1942     MONUMENTED       CGS
 NA1054
 NA1054                          STATION DESCRIPTION
 NA1054
 NA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1054'1.9 MI E FROM SHERBURNE.
 NA1054'1.9 MILES EAST ALONG STATE HIGHWAY 80 FROM THE NATIONAL BANK AND
 NA1054'TRUST CO. BUILDING AT SHERBURNE, CHENANGO COUNTY, THENCE 6.0 MILES
 NA1054'NORTHEAST ALONG A COUNTY ROAD, 0.1 MILE NORTHEAST OF A 2-STORY WHITE
 NA1054'FARMHOUSE, 125 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING
 NA1054'NORTHWEST, AT A CONCRETE BRIDGE, IN THE NORTHEAST CORNER OF THE
 NA1054'NORTHWEST HEAD WALL, AND 17 FEET FROM THE CENTER LINE OF THE ROAD.  A
 NA1054'STANDARD DISK, STAMPED C 298 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1379 ***********************************************************************
 NA1379  DESIGNATION -  C 299
 NA1379  PID         -  NA1379
 NA1379  STATE/COUNTY-  NY/DELAWARE
 NA1379  USGS QUAD   -  FRANKLIN (1982)
 NA1379
 NA1379                         *CURRENT SURVEY CONTROL
 NA1379  ___________________________________________________________________
 NA1379* NAD 83(1986)-  42 18 25.     (N)    075 10 19.     (W)     SCALED    
 NA1379* NAVD 88     -       440.069  (meters)    1443.79   (feet)  ADJUSTED  
 NA1379  ___________________________________________________________________
 NA1379  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NA1379  DYNAMIC HT  -         439.909 (meters)    1443.27  (feet)  COMP
 NA1379  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 NA1379
 NA1379  VERT ORDER  -  SECOND    CLASS 0
 NA1379
 NA1379.The horizontal coordinates were scaled from a topographic map and have
 NA1379.an estimated accuracy of +/- 6 seconds.
 NA1379
 NA1379.The orthometric height was determined by differential leveling
 NA1379.and adjusted by the National Geodetic Survey in June 1991..
 NA1379
 NA1379.The geoid height was determined by GEOID03.
 NA1379
 NA1379.The dynamic height is computed by dividing the NAVD 88
 NA1379.geopotential number by the normal gravity value computed on the
 NA1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1379.degrees latitude (g = 980.6199 gals.).
 NA1379
 NA1379.The modeled gravity was interpolated from observed gravity values.
 NA1379
 NA1379;                    North         East    Units  Estimated Accuracy
 NA1379;SPC NY E     -   385,910.       94,600.      MT  (+/- 180 meters Scaled)
 NA1379
 NA1379                          SUPERSEDED SURVEY CONTROL
 NA1379
 NA1379  NGVD 29 (??/??/92)  440.190  (m)         1444.19   (f) ADJ UNCH    2 0
 NA1379
 NA1379.Superseded values are not recommended for survey control.
 NA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1379.See file dsdata.txt to determine how the superseded data were derived.
 NA1379
 NA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM858838(NAD 83)
 NA1379_MARKER: DB = BENCH MARK DISK
 NA1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1379_STAMPING: C-299 1942
 NA1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1379+STABILITY: SURFACE MOTION
 NA1379
 NA1379  HISTORY     - Date     Condition        Report By
 NA1379  HISTORY     - 1942     MONUMENTED       CGS
 NA1379
 NA1379                          STATION DESCRIPTION
 NA1379
 NA1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1379'2.8 MI N FROM MERRICKVILLE.
 NA1379'2.8 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA1379'MERRICKVILLE, SET AT A T ROAD, 23 FEET EAST OF THE CENTER-LINE OF THE
 NA1379'MAIN ROAD, 18.5 FEET SOUTH OF THE CENTER-LINE OF THE SIDE ROAD
 NA1379'LEADING EAST, 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 0.7 FOOT NORTH
 NA1379'OF A REFERENCE POST, ABOUT 1.5 FEET ABOVE ROAD.  A BENCH MARK DISK
 NA1379'SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1010 ***********************************************************************
 MZ1010  DESIGNATION -  C 3
 MZ1010  PID         -  MZ1010
 MZ1010  STATE/COUNTY-  NY/ALBANY
 MZ1010  USGS QUAD   -  VOORHEESVILLE (1980)
 MZ1010
 MZ1010                         *CURRENT SURVEY CONTROL
 MZ1010  ___________________________________________________________________
 MZ1010* NAD 83(1986)-  42 37 47.     (N)    073 54 50.     (W)     SCALED    
 MZ1010* NAVD 88     -        87.633  (meters)     287.51   (feet)  ADJUSTED  
 MZ1010  ___________________________________________________________________
 MZ1010  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ1010  DYNAMIC HT  -          87.607 (meters)     287.42  (feet)  COMP
 MZ1010  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 MZ1010
 MZ1010  VERT ORDER  -  SECOND    CLASS 0
 MZ1010
 MZ1010.The horizontal coordinates were scaled from a topographic map and have
 MZ1010.an estimated accuracy of +/- 6 seconds.
 MZ1010
 MZ1010.The orthometric height was determined by differential leveling
 MZ1010.and adjusted by the National Geodetic Survey in June 1991..
 MZ1010
 MZ1010.The geoid height was determined by GEOID03.
 MZ1010
 MZ1010.The dynamic height is computed by dividing the NAVD 88
 MZ1010.geopotential number by the normal gravity value computed on the
 MZ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1010.degrees latitude (g = 980.6199 gals.).
 MZ1010
 MZ1010.The modeled gravity was interpolated from observed gravity values.
 MZ1010
 MZ1010;                    North         East    Units  Estimated Accuracy
 MZ1010;SPC NY E     -   421,710.      198,070.      MT  (+/- 180 meters Scaled)
 MZ1010
 MZ1010                          SUPERSEDED SURVEY CONTROL
 MZ1010
 MZ1010  NGVD 29 (??/??/92)   87.817  (m)          288.11   (f) ADJ UNCH    2 0
 MZ1010
 MZ1010.Superseded values are not recommended for survey control.
 MZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1010.See file dsdata.txt to determine how the superseded data were derived.
 MZ1010
 MZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN890202(NAD 83)
 MZ1010_MARKER: DD = SURVEY DISK
 MZ1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ1010_SP_SET: CULVERT
 MZ1010_STAMPING: C 3 1925
 MZ1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1010
 MZ1010  HISTORY     - Date     Condition        Report By
 MZ1010  HISTORY     - 1925     MONUMENTED       USGS
 MZ1010  HISTORY     - 1942     GOOD             NGS
 MZ1010
 MZ1010                          STATION DESCRIPTION
 MZ1010
 MZ1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ1010'AT NEW SCOTLAND.
 MZ1010'AT NEW SCOTLAND, ALONG THE NEW YORK CENTRAL RAILROAD, 200 FEET NORTH
 MZ1010'OF THE NORTH END OF THE UNDERPASS UNDER HIGHWAY NO. 85, 18 FEET WEST
 MZ1010'OF THE WEST RAIL, DISK SET IN THE WEST END OF A CONCRETE RAILROAD
 MZ1010'CULVERT, ABOUT 7.5 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1205 ***********************************************************************
 LX1205  DESIGNATION -  C 3
 LX1205  PID         -  LX1205
 LX1205  STATE/COUNTY-  NY/WESTCHESTER
 LX1205  USGS QUAD   -  WHITE PLAINS (1967)
 LX1205
 LX1205                         *CURRENT SURVEY CONTROL
 LX1205  ___________________________________________________________________
 LX1205* NAD 83(1986)-  41 01 46.     (N)    073 46 03.     (W)     SCALED    
 LX1205* NAVD 88     -        71.534  (meters)     234.69   (feet)  POSTED    
 LX1205  ___________________________________________________________________
 LX1205  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 LX1205  DYNAMIC HT  -          71.510 (meters)     234.61  (feet)  COMP
 LX1205  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 LX1205
 LX1205  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX1205
 LX1205.The horizontal coordinates were scaled from a topographic map and have
 LX1205.an estimated accuracy of +/- 6 seconds.
 LX1205
 LX1205.The orthometric height was determined by differential leveling
 LX1205.and adjusted by the National Geodetic Survey in 1992..
 LX1205.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX1205.rate of 2.1 thru 3.0 mm/km.
 LX1205
 LX1205.The geoid height was determined by GEOID03.
 LX1205
 LX1205.The dynamic height is computed by dividing the NAVD 88
 LX1205.geopotential number by the normal gravity value computed on the
 LX1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1205.degrees latitude (g = 980.6199 gals.).
 LX1205
 LX1205.The modeled gravity was interpolated from observed gravity values.
 LX1205
 LX1205;                    North         East    Units  Estimated Accuracy
 LX1205;SPC NY E     -   244,080.      211,600.      MT  (+/- 180 meters Scaled)
 LX1205
 LX1205                          SUPERSEDED SURVEY CONTROL
 LX1205
 LX1205  NGVD 29 (??/??/92)   71.826  (m)          235.65   (f) ADJ UNCH    2 0
 LX1205
 LX1205.Superseded values are not recommended for survey control.
 LX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1205.See file dsdata.txt to determine how the superseded data were derived.
 LX1205
 LX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL036427(NAD 83)
 LX1205_MARKER: DD = SURVEY DISK
 LX1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1205_SP_SET: STONE STEP
 LX1205_STAMPING: C 3 1932
 LX1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1205
 LX1205  HISTORY     - Date     Condition        Report By
 LX1205  HISTORY     - 1932     MONUMENTED       USGS
 LX1205  HISTORY     - 1963     GOOD             NGS
 LX1205  HISTORY     - 1985     GOOD             USPSQD
 LX1205  HISTORY     - 1988     POOR             USPSQD
 LX1205
 LX1205                          STATION DESCRIPTION
 LX1205
 LX1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LX1205'AT WHITE PLAINS.
 LX1205'AT WHITE PLAINS, WESTCHESTER COUNTY, AT THE NORTH END OF THE POST
 LX1205'OFFICE, IN THE TOP OF THE STONE STEPS, BEHIND A LIMESTONE
 LX1205'PILLAR, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF QUARROPAS
 LX1205'STREET, 36 FEET EAST OF THE CENTER LINE OF GRAND STREET, 13 FEET
 LX1205'NORTH OF THE CENTER OF A DOORWAY, AND ABOUT 3 FEET HIGHER THAN
 LX1205'THE WALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LX1205'STAMPED C 3 1932.
 LX1205
 LX1205                          STATION RECOVERY (1985)
 LX1205
 LX1205'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1205'RECOVERED IN GOOD CONDITION.
 LX1205
 LX1205                          STATION RECOVERY (1988)
 LX1205
 LX1205'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1205'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0321 ***********************************************************************
 PH0321  DESIGNATION -  C 30
 PH0321  PID         -  PH0321
 PH0321  STATE/COUNTY-  NY/ST LAWRENCE
 PH0321  USGS QUAD   -  
 PH0321
 PH0321                         *CURRENT SURVEY CONTROL
 PH0321  ___________________________________________________________________
 PH0321* NAD 83(1986)-  44 12 55.     (N)    074 35 47.     (W)     SCALED    
 PH0321* NAVD 88     -       522.178  (meters)    1713.18   (feet)  ADJUSTED  
 PH0321  ___________________________________________________________________
 PH0321  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 PH0321  DYNAMIC HT  -         522.084 (meters)    1712.87  (feet)  COMP
 PH0321  MODELED GRAV-     980,419.6   (mgal)                       NAVD 88
 PH0321
 PH0321  VERT ORDER  -  FIRST     CLASS I
 PH0321
 PH0321.The horizontal coordinates were scaled from a topographic map and have
 PH0321.an estimated accuracy of +/- 6 seconds.
 PH0321
 PH0321.The orthometric height was determined by differential leveling
 PH0321.and adjusted by the National Geodetic Survey in June 1991..
 PH0321
 PH0321.The geoid height was determined by GEOID03.
 PH0321
 PH0321.The dynamic height is computed by dividing the NAVD 88
 PH0321.geopotential number by the normal gravity value computed on the
 PH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0321.degrees latitude (g = 980.6199 gals.).
 PH0321
 PH0321.The modeled gravity was interpolated from observed gravity values.
 PH0321
 PH0321;                    North         East    Units  Estimated Accuracy
 PH0321;SPC NY E     -   597,690.      142,300.      MT  (+/- 180 meters Scaled)
 PH0321
 PH0321                          SUPERSEDED SURVEY CONTROL
 PH0321
 PH0321  NGVD 29 (??/??/92)  522.226  (m)         1713.34   (f) ADJ UNCH    1 1
 PH0321
 PH0321.Superseded values are not recommended for survey control.
 PH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0321.See file dsdata.txt to determine how the superseded data were derived.
 PH0321
 PH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP322958(NAD 83)
 PH0321_MARKER: DB = BENCH MARK DISK
 PH0321_SETTING: 80 = SET IN A BOULDER
 PH0321_SP_SET: BOULDER
 PH0321_STAMPING: C 30 1931
 PH0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0321+STABILITY: SURFACE MOTION
 PH0321
 PH0321  HISTORY     - Date     Condition        Report By
 PH0321  HISTORY     - 1931     MONUMENTED       CGS
 PH0321  HISTORY     - 1975     GOOD             NGS
 PH0321
 PH0321                          STATION DESCRIPTION
 PH0321
 PH0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0321'7.25 MI SW FROM TUPPER LAKE.
 PH0321'ABOUT 7.25 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH0321'THE CROSSING OF STATE HIGHWAY 3 AT TUPPER LAKE, 0.1 MILES SOUTHWEST OF
 PH0321'A BLACKTOP ROAD CROSSING THE RAILROAD TRACK, 41.3 FEET SOUTHEAST OF
 PH0321'THE SOUTH RAIL, SET IN THE TOP OF A LARGE BOULDER, 2.0 FEET BELOW THE
 PH0321'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1054 ***********************************************************************
 MZ1054  DESIGNATION -  C 300
 MZ1054  PID         -  MZ1054
 MZ1054  STATE/COUNTY-  NY/ALBANY
 MZ1054  USGS QUAD   -  ALBANY (1980)
 MZ1054
 MZ1054                         *CURRENT SURVEY CONTROL
 MZ1054  ___________________________________________________________________
 MZ1054* NAD 83(1986)-  42 39 18.     (N)    073 47 45.     (W)     SCALED    
 MZ1054* NAVD 88     -        72.950  (meters)     239.34   (feet)  ADJUSTED  
 MZ1054  ___________________________________________________________________
 MZ1054  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ1054  DYNAMIC HT  -          72.930 (meters)     239.27  (feet)  COMP
 MZ1054  MODELED GRAV-     980,341.9   (mgal)                       NAVD 88
 MZ1054
 MZ1054  VERT ORDER  -  SECOND    CLASS I
 MZ1054
 MZ1054.The horizontal coordinates were scaled from a topographic map and have
 MZ1054.an estimated accuracy of +/- 6 seconds.
 MZ1054
 MZ1054.The orthometric height was determined by differential leveling
 MZ1054.and adjusted by the National Geodetic Survey in June 1991..
 MZ1054
 MZ1054.The geoid height was determined by GEOID03.
 MZ1054
 MZ1054.The dynamic height is computed by dividing the NAVD 88
 MZ1054.geopotential number by the normal gravity value computed on the
 MZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1054.degrees latitude (g = 980.6199 gals.).
 MZ1054
 MZ1054.The modeled gravity was interpolated from observed gravity values.
 MZ1054
 MZ1054;                    North         East    Units  Estimated Accuracy
 MZ1054;SPC NY E     -   424,590.      207,730.      MT  (+/- 180 meters Scaled)
 MZ1054
 MZ1054                          SUPERSEDED SURVEY CONTROL
 MZ1054
 MZ1054  NGVD 29 (??/??/92)   73.140  (m)          239.96   (f) ADJ UNCH    2 0
 MZ1054
 MZ1054.Superseded values are not recommended for survey control.
 MZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1054.See file dsdata.txt to determine how the superseded data were derived.
 MZ1054
 MZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN986232(NAD 83)
 MZ1054_MARKER: DB = BENCH MARK DISK
 MZ1054_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MZ1054_SP_SET: BRICK BUILDING
 MZ1054_STAMPING: C 300 1942
 MZ1054_MARK LOGO: CGS   
 MZ1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1054+STABILITY: SURFACE MOTION
 MZ1054
 MZ1054  HISTORY     - Date     Condition        Report By
 MZ1054  HISTORY     - 1942     MONUMENTED       CGS
 MZ1054  HISTORY     - 1963     GOOD             LOCENG
 MZ1054  HISTORY     - 20020925 GOOD             NYDT
 MZ1054  HISTORY     - 20040921 GOOD             USPSQD
 MZ1054
 MZ1054                          STATION DESCRIPTION
 MZ1054
 MZ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1054'AT ALBANY.
 MZ1054'AT ALBANY, AT THE ALBANY FIRE STATION NO. 11, AT THE CORNER OF NEW
 MZ1054'SCOTLAND AVE. AND MAPLEWOOD STREET, A U.S.C. AND G.S. DISK SET
 MZ1054'VERTICALLY IN THE NORTHWEST FACE OF THE BRICK WALL, 6.5 FEET NORTHEAST
 MZ1054'OF THE NORTHWEST CORNER, ABOUT 3.5 FEET ABOVE THE GROUND.
 MZ1054
 MZ1054                          STATION RECOVERY (1963)
 MZ1054
 MZ1054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 MZ1054'RECOVERED IN GOOD CONDITION.
 MZ1054
 MZ1054                          STATION RECOVERY (2002)
 MZ1054
 MZ1054'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (RC)
 MZ1054'RECOVERED AS DESCRIBED.
 MZ1054
 MZ1054                          STATION RECOVERY (2004)
 MZ1054
 MZ1054'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 MZ1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1023 ***********************************************************************
 MZ1023  DESIGNATION -  C 301
 MZ1023  PID         -  MZ1023
 MZ1023  STATE/COUNTY-  NY/ALBANY
 MZ1023  USGS QUAD   -  VOORHEESVILLE (1980)
 MZ1023
 MZ1023                         *CURRENT SURVEY CONTROL
 MZ1023  ___________________________________________________________________
 MZ1023* NAD 83(1986)-  42 42 15.     (N)    073 58 07.     (W)     SCALED    
 MZ1023* NAVD 88     -        99.432  (meters)     326.22   (feet)  ADJUSTED  
 MZ1023  ___________________________________________________________________
 MZ1023  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MZ1023  DYNAMIC HT  -          99.404 (meters)     326.13  (feet)  COMP
 MZ1023  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 MZ1023
 MZ1023  VERT ORDER  -  SECOND    CLASS 0
 MZ1023
 MZ1023.The horizontal coordinates were scaled from a topographic map and have
 MZ1023.an estimated accuracy of +/- 6 seconds.
 MZ1023
 MZ1023.The orthometric height was determined by differential leveling
 MZ1023.and adjusted by the National Geodetic Survey in June 1991..
 MZ1023
 MZ1023.The geoid height was determined by GEOID03.
 MZ1023
 MZ1023.The dynamic height is computed by dividing the NAVD 88
 MZ1023.geopotential number by the normal gravity value computed on the
 MZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1023.degrees latitude (g = 980.6199 gals.).
 MZ1023
 MZ1023.The modeled gravity was interpolated from observed gravity values.
 MZ1023
 MZ1023;                    North         East    Units  Estimated Accuracy
 MZ1023;SPC NY E     -   429,950.      193,530.      MT  (+/- 180 meters Scaled)
 MZ1023
 MZ1023                          SUPERSEDED SURVEY CONTROL
 MZ1023
 MZ1023  NGVD 29 (??/??/92)   99.605  (m)          326.79   (f) ADJ UNCH    2 0
 MZ1023
 MZ1023.Superseded values are not recommended for survey control.
 MZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1023.See file dsdata.txt to determine how the superseded data were derived.
 MZ1023
 MZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN844284(NAD 83)
 MZ1023_MARKER: DB = BENCH MARK DISK
 MZ1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1023_SP_SET: BUILDING
 MZ1023_STAMPING: C 301 1942
 MZ1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1023
 MZ1023  HISTORY     - Date     Condition        Report By
 MZ1023  HISTORY     - 1942     MONUMENTED       CGS
 MZ1023
 MZ1023                          STATION DESCRIPTION
 MZ1023
 MZ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1023'AT GUILDERLAND CENTER.
 MZ1023'AT GUILDERLAND CENTER, AT THE GUILDERLAND CENTER SCHOOL NO. 6, A
 MZ1023'U.S.C.AND G.S. DISK SET VERTICALLY AT THE WEST CORNER OF THE SOUTHWEST
 MZ1023'FACE OF THE STONE WALL, ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0254 ***********************************************************************
 NA0254  DESIGNATION -  C 302
 NA0254  PID         -  NA0254
 NA0254  STATE/COUNTY-  NY/MONTGOMERY
 NA0254  USGS QUAD   -  CARLISLE (1943)
 NA0254
 NA0254                         *CURRENT SURVEY CONTROL
 NA0254  ___________________________________________________________________
 NA0254* NAD 83(1986)-  42 46 37.     (N)    074 26 49.     (W)     SCALED    
 NA0254* NAVD 88     -       341.707  (meters)    1121.08   (feet)  ADJUSTED  
 NA0254  ___________________________________________________________________
 NA0254  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NA0254  DYNAMIC HT  -         341.600 (meters)    1120.73  (feet)  COMP
 NA0254  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 NA0254
 NA0254  VERT ORDER  -  SECOND    CLASS 0
 NA0254
 NA0254.The horizontal coordinates were scaled from a topographic map and have
 NA0254.an estimated accuracy of +/- 6 seconds.
 NA0254
 NA0254.The orthometric height was determined by differential leveling
 NA0254.and adjusted by the National Geodetic Survey in June 1991..
 NA0254
 NA0254.The geoid height was determined by GEOID03.
 NA0254
 NA0254.The dynamic height is computed by dividing the NAVD 88
 NA0254.geopotential number by the normal gravity value computed on the
 NA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0254.degrees latitude (g = 980.6199 gals.).
 NA0254
 NA0254.The modeled gravity was interpolated from observed gravity values.
 NA0254
 NA0254;                    North         East    Units  Estimated Accuracy
 NA0254;SPC NY E     -   437,900.      154,340.      MT  (+/- 180 meters Scaled)
 NA0254
 NA0254                          SUPERSEDED SURVEY CONTROL
 NA0254
 NA0254  NGVD 29 (??/??/92)  341.846  (m)         1121.54   (f) ADJ UNCH    2 0
 NA0254
 NA0254.Superseded values are not recommended for survey control.
 NA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0254.See file dsdata.txt to determine how the superseded data were derived.
 NA0254
 NA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN452361(NAD 83)
 NA0254_MARKER: DB = BENCH MARK DISK
 NA0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0254_SP_SET: BRIDGE
 NA0254_STAMPING: C 302 1942
 NA0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0254
 NA0254  HISTORY     - Date     Condition        Report By
 NA0254  HISTORY     - 1942     MONUMENTED       CGS
 NA0254  HISTORY     - 19900301 MARK NOT FOUND   USGS
 NA0254  HISTORY     - 20040527 MARK NOT FOUND   USPSQD
 NA0254
 NA0254                          STATION DESCRIPTION
 NA0254
 NA0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0254'1.9 MI NW FROM CARLISLE.
 NA0254'ABOUT 0.3 MILE EAST ALONG HIGHWAY NO. U.S. 20 FROM THE POST OFFICE AT
 NA0254'CARLISLE, THENCE ABOUT 1.6 MILES NORTHWEST ALONG A SURFACED COUNTY
 NA0254'ROAD, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE NORTHWEST WING
 NA0254'WALL OF A CONCRETE BRIDGE OVER FLY CREEK.
 NA0254
 NA0254                          STATION RECOVERY (1990)
 NA0254
 NA0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RBD)
 NA0254'MARK NOT FOUND.
 NA0254
 NA0254                          STATION RECOVERY (2004)
 NA0254
 NA0254'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 NA0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2299 ***********************************************************************
 NA2299  DESIGNATION -  C 303 RESET
 NA2299  PID         -  NA2299
 NA2299  STATE/COUNTY-  NY/MONTGOMERY
 NA2299  USGS QUAD   -  DUANESBURG (1978)
 NA2299
 NA2299                         *CURRENT SURVEY CONTROL
 NA2299  ___________________________________________________________________
 NA2299* NAD 83(1986)-  42 51 29.     (N)    074 11 43.     (W)     SCALED    
 NA2299* NAVD 88     -       216.31   (meters)     709.7    (feet)  RESET     
 NA2299  ___________________________________________________________________
 NA2299  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NA2299
 NA2299  VERT ORDER  -  THIRD
 NA2299
 NA2299.The horizontal coordinates were scaled from a topographic map and have
 NA2299.an estimated accuracy of +/- 6 seconds.
 NA2299
 NA2299.The orthometric height was computed from unverified reset data.
 NA2299.No vertical observational check was made to the station.
 NA2299
 NA2299.The geoid height was determined by GEOID03.
 NA2299
 NA2299;                    North         East    Units  Estimated Accuracy
 NA2299;SPC NY E     -   446,950.      174,900.      MT  (+/- 180 meters Scaled)
 NA2299
 NA2299                          SUPERSEDED SURVEY CONTROL
 NA2299
 NA2299  NGVD 29 (09/01/04)  216.46   (m)          710.2    (f) RESET       3  
 NA2299
 NA2299.Superseded values are not recommended for survey control.
 NA2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2299.See file dsdata.txt to determine how the superseded data were derived.
 NA2299
 NA2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN657453(NAD 83)
 NA2299_MARKER: DB = BENCH MARK DISK
 NA2299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NA2299_SP_SET: PYLON
 NA2299_STAMPING: C 303 RESET 1984
 NA2299_MARK LOGO: NYDT  
 NA2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA2299+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2001
 NA2299
 NA2299  HISTORY     - Date     Condition        Report By
 NA2299  HISTORY     - 1984     MONUMENTED       NYDT
 NA2299  HISTORY     - 20010614 GOOD             USPSQD
 NA2299
 NA2299                          STATION DESCRIPTION
 NA2299
 NA2299'DESCRIBED BY NY DEPT OF TRANSP 1984
 NA2299'3.5 KM (2.20 MI) SOUTH FROM MINAVILLE.
 NA2299'2.2 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE REFORMED CHURCH AT
 NA2299'MINAVILLE, AT SCOTCH BUSH, AT A LARGE 7 FT - 3 INCH SPAN BY 5 INCH -
 NA2299'3 INCH RISE CULVERT, IN THE TOP OF A 12 INCH DIAMETER CONCRETE PYLON
 NA2299'PROJECTING 3 INCH ABOVE THE GROUND, 12 FT FROM THE OUTLET END OF THE
 NA2299'CULVERT, 6 FT SOUTHEAST OF THE CENTERLINE OF THE CULVERT, AND 26 FT
 NA2299'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 NA2299
 NA2299                          STATION RECOVERY (2001)
 NA2299
 NA2299'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1150 ***********************************************************************
 NA1150  DESIGNATION -  C 304
 NA1150  PID         -  NA1150
 NA1150  STATE/COUNTY-  NY/OTSEGO
 NA1150  USGS QUAD   -  MT VISION (1994)
 NA1150
 NA1150                         *CURRENT SURVEY CONTROL
 NA1150  ___________________________________________________________________
 NA1150* NAD 83(1986)-  42 30 50.     (N)    075 05 41.     (W)     SCALED    
 NA1150* NAVD 88     -       335.618  (meters)    1101.11   (feet)  ADJUSTED  
 NA1150  ___________________________________________________________________
 NA1150  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NA1150  DYNAMIC HT  -         335.496 (meters)    1100.71  (feet)  COMP
 NA1150  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 NA1150
 NA1150  VERT ORDER  -  SECOND    CLASS 0
 NA1150
 NA1150.The horizontal coordinates were scaled from a topographic map and have
 NA1150.an estimated accuracy of +/- 6 seconds.
 NA1150
 NA1150.The orthometric height was determined by differential leveling
 NA1150.and adjusted by the National Geodetic Survey in June 1991..
 NA1150
 NA1150.The geoid height was determined by GEOID03.
 NA1150
 NA1150.The dynamic height is computed by dividing the NAVD 88
 NA1150.geopotential number by the normal gravity value computed on the
 NA1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1150.degrees latitude (g = 980.6199 gals.).
 NA1150
 NA1150.The modeled gravity was interpolated from observed gravity values.
 NA1150
 NA1150;                    North         East    Units  Estimated Accuracy
 NA1150;SPC NY E     -   408,850.      101,130.      MT  (+/- 180 meters Scaled)
 NA1150
 NA1150                          SUPERSEDED SURVEY CONTROL
 NA1150
 NA1150  NGVD 29 (??/??/92)  335.736  (m)         1101.49   (f) ADJ UNCH    2 0
 NA1150
 NA1150.Superseded values are not recommended for survey control.
 NA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1150.See file dsdata.txt to determine how the superseded data were derived.
 NA1150
 NA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN922068(NAD 83)
 NA1150_MARKER: DB = BENCH MARK DISK
 NA1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1150_SP_SET: CULVERT
 NA1150_STAMPING: C 304 1942
 NA1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1150
 NA1150  HISTORY     - Date     Condition        Report By
 NA1150  HISTORY     - 1942     MONUMENTED       CGS
 NA1150
 NA1150                          STATION DESCRIPTION
 NA1150
 NA1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1150'4.1 MI E FROM WEST ONEONTA.
 NA1150'0.8 MILE EAST ALONG STATE HIGHWAY NO. 23 FROM THE POST OFFICE AT WEST
 NA1150'ONEONTA, THENCE 3.3 MILES NORTH ALONG STATE HIGHWAY NO. 205, AT A
 NA1150'6-BY-6 FOOT CONCRETE BOX CULVERT.  A DISK, SET IN THE TOP OF THE NORTH
 NA1150'END OF THE EAST HEADWALL, 17.6 FEET EAST OF THE CENTER LINE OF THE
 NA1150'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1809 ***********************************************************************
 NA1809  DESIGNATION -  C 305 RESET 1978
 NA1809  PID         -  NA1809
 NA1809  STATE/COUNTY-  NY/OTSEGO
 NA1809  USGS QUAD   -  MORRIS (1994)
 NA1809
 NA1809                         *CURRENT SURVEY CONTROL
 NA1809  ___________________________________________________________________
 NA1809* NAD 83(1986)-  42 32 49.     (N)    075 13 05.     (W)     SCALED    
 NA1809* NAVD 88     -       368.85   (+/-2cm)    1210.1    (feet)  VERTCON   
 NA1809  ___________________________________________________________________
 NA1809  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NA1809
 NA1809  VERT ORDER  -  THIRD (See Below)
 NA1809
 NA1809.The horizontal coordinates were scaled from a topographic map and have
 NA1809.an estimated accuracy of +/- 6 seconds.
 NA1809
 NA1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1809.The vertical order pertains to the NGVD 29 superseded value.
 NA1809
 NA1809.The geoid height was determined by GEOID03.
 NA1809
 NA1809;                    North         East    Units  Estimated Accuracy
 NA1809;SPC NY E     -   412,600.       91,030.      MT  (+/- 180 meters Scaled)
 NA1809
 NA1809                          SUPERSEDED SURVEY CONTROL
 NA1809
 NA1809  NGVD 29 (09/01/04)  368.97   (m)         1210.5    (f) RESET       3  
 NA1809
 NA1809.Superseded values are not recommended for survey control.
 NA1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1809.See file dsdata.txt to determine how the superseded data were derived.
 NA1809
 NA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN820105(NAD 83)
 NA1809_MARKER: DB = BENCH MARK DISK
 NA1809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NA1809_SP_SET: ABUTMENT
 NA1809_STAMPING: C 305 RESET 1978
 NA1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1809+STABILITY: SURFACE MOTION
 NA1809
 NA1809  HISTORY     - Date     Condition        Report By
 NA1809  HISTORY     - 1978     MONUMENTED       NGS
 NA1809
 NA1809                          STATION DESCRIPTION
 NA1809
 NA1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NA1809'1.5 MI EAST FROM MORRIS.
 NA1809'1.5 MILES EAST ALONG STATE HIGHWAY 23 FROM THE FIRST NATIONAL BANK
 NA1809'IN MORRIS, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END AND
 NA1809'THE EAST ABUTMENT, AND 19 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1348 ***********************************************************************
 NA1348  DESIGNATION -  C 306
 NA1348  PID         -  NA1348
 NA1348  STATE/COUNTY-  NY/OTSEGO
 NA1348  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1348
 NA1348                         *CURRENT SURVEY CONTROL
 NA1348  ___________________________________________________________________
 NA1348* NAD 83(1986)-  42 26 22.     (N)    075 20 51.     (W)     SCALED    
 NA1348* NAVD 88     -       321.949  (meters)    1056.26   (feet)  ADJUSTED  
 NA1348  ___________________________________________________________________
 NA1348  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 NA1348  DYNAMIC HT  -         321.837 (meters)    1055.89  (feet)  COMP
 NA1348  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 NA1348
 NA1348  VERT ORDER  -  SECOND    CLASS 0
 NA1348
 NA1348.The horizontal coordinates were scaled from a topographic map and have
 NA1348.an estimated accuracy of +/- 6 seconds.
 NA1348
 NA1348.The orthometric height was determined by differential leveling
 NA1348.and adjusted by the National Geodetic Survey in June 1991..
 NA1348
 NA1348.The geoid height was determined by GEOID03.
 NA1348
 NA1348.The dynamic height is computed by dividing the NAVD 88
 NA1348.geopotential number by the normal gravity value computed on the
 NA1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1348.degrees latitude (g = 980.6199 gals.).
 NA1348
 NA1348.The modeled gravity was interpolated from observed gravity values.
 NA1348
 NA1348;                    North         East    Units  Estimated Accuracy
 NA1348;SPC NY E     -   400,760.       80,280.      MT  (+/- 180 meters Scaled)
 NA1348
 NA1348                          SUPERSEDED SURVEY CONTROL
 NA1348
 NA1348  NGVD 29 (??/??/92)  322.043  (m)         1056.57   (f) ADJ UNCH    2 0
 NA1348
 NA1348.Superseded values are not recommended for survey control.
 NA1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1348.See file dsdata.txt to determine how the superseded data were derived.
 NA1348
 NA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM714986(NAD 83)
 NA1348_MARKER: DB = BENCH MARK DISK
 NA1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1348_SP_SET: BRIDGE ABUTMENT
 NA1348_STAMPING: C 306 1942
 NA1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1348
 NA1348  HISTORY     - Date     Condition        Report By
 NA1348  HISTORY     - 1942     MONUMENTED       CGS
 NA1348  HISTORY     - 19981120 MARK NOT FOUND   USPSQD
 NA1348
 NA1348                          STATION DESCRIPTION
 NA1348
 NA1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1348'2.4 MI NE FROM MOUNT UPTON.
 NA1348'2.4 MILES NORTHEAST ALONG STATE HIGHWAY NO. 51 FROM THE STEEL BRIDGE
 NA1348'OVER THE UNADILLA RIVER AT MOUNT UPTON, AT A CONCRETE BRIDGE OVER
 NA1348'COPES BROOK.  A DISK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 NA1348'NORTHEAST ABUTMENT, AND 15 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 NA1348'THE HIGHWAY.
 NA1348
 NA1348                          STATION RECOVERY (1998)
 NA1348
 NA1348'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1349 ***********************************************************************
 NA1349  DESIGNATION -  C 306 RESET 1968
 NA1349  PID         -  NA1349
 NA1349  STATE/COUNTY-  NY/OTSEGO
 NA1349  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1349
 NA1349                         *CURRENT SURVEY CONTROL
 NA1349  ___________________________________________________________________
 NA1349* NAD 83(1986)-  42 26 22.     (N)    075 20 51.     (W)     SCALED    
 NA1349* NAVD 88     -       322.32   (meters)    1057.5    (feet)  RESET     
 NA1349  ___________________________________________________________________
 NA1349  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 NA1349
 NA1349  VERT ORDER  -  THIRD
 NA1349
 NA1349.The horizontal coordinates were scaled from a topographic map and have
 NA1349.an estimated accuracy of +/- 6 seconds.
 NA1349
 NA1349.The orthometric height was computed from unverified reset data.
 NA1349
 NA1349.The geoid height was determined by GEOID03.
 NA1349
 NA1349;                    North         East    Units  Estimated Accuracy
 NA1349;SPC NY E     -   400,760.       80,280.      MT  (+/- 180 meters Scaled)
 NA1349
 NA1349                          SUPERSEDED SURVEY CONTROL
 NA1349
 NA1349.No superseded survey control is available for this station.
 NA1349
 NA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM714986(NAD 83)
 NA1349_MARKER: DB = BENCH MARK DISK
 NA1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1349_SP_SET: BRIDGE
 NA1349_STAMPING: C 306 RESET 1968
 NA1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1349
 NA1349  HISTORY     - Date     Condition        Report By
 NA1349  HISTORY     - 1968     MONUMENTED       CGS
 NA1349  HISTORY     - 1969     GOOD             NGS
 NA1349  HISTORY     - 1982     GOOD             NGS
 NA1349
 NA1349                          STATION DESCRIPTION
 NA1349
 NA1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NA1349'2.4 MI NE FROM MOUNT UPTON.
 NA1349'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 51 FROM THE STEEL
 NA1349'BRIDGE OVER THE UNADILLA RIVER AT MOUNT UPTON, AT A CONCRETE BRIDGE
 NA1349'OVER COPES BROOK, IN THE TOP THE NORTHWEST ABUTMENT, 30.5 FEET
 NA1349'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 NA1349
 NA1349                          STATION RECOVERY (1982)
 NA1349
 NA1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1349'3.9 KM (2.4 MI) EAST ALONG STATE HIGHWAY 51 FROM THE STEEL BRIDGE
 NA1349'OVER THE UNADILLA RIVER IN MOUNT UPTON TO A CONCRETE BRIDGE OVER
 NA1349'COPES BROOK AND THE MARK IN THE NORTHWEST END OF THE NORTHEAST
 NA1349'HEADWALL. 9.45 METERS (31.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 NA1349'HIGHWAY, 0.04 METERS (1.3 FT)) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 NA1349'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1363 ***********************************************************************
 NA1363  DESIGNATION -  C 307
 NA1363  PID         -  NA1363
 NA1363  STATE/COUNTY-  NY/OTSEGO
 NA1363  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1363
 NA1363                         *CURRENT SURVEY CONTROL
 NA1363  ___________________________________________________________________
 NA1363* NAD 83(1986)-  42 28 23.     (N)    075 15 42.     (W)     SCALED    
 NA1363* NAVD 88     -       456.352  (meters)    1497.21   (feet)  ADJUSTED  
 NA1363  ___________________________________________________________________
 NA1363  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NA1363  DYNAMIC HT  -         456.190 (meters)    1496.68  (feet)  COMP
 NA1363  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 NA1363
 NA1363  VERT ORDER  -  SECOND    CLASS 0
 NA1363
 NA1363.The horizontal coordinates were scaled from a topographic map and have
 NA1363.an estimated accuracy of +/- 6 seconds.
 NA1363
 NA1363.The orthometric height was determined by differential leveling
 NA1363.and adjusted by the National Geodetic Survey in June 1991..
 NA1363
 NA1363.The geoid height was determined by GEOID03.
 NA1363
 NA1363.The dynamic height is computed by dividing the NAVD 88
 NA1363.geopotential number by the normal gravity value computed on the
 NA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1363.degrees latitude (g = 980.6199 gals.).
 NA1363
 NA1363.The modeled gravity was interpolated from observed gravity values.
 NA1363
 NA1363;                    North         East    Units  Estimated Accuracy
 NA1363;SPC NY E     -   404,420.       87,370.      MT  (+/- 180 meters Scaled)
 NA1363
 NA1363                          SUPERSEDED SURVEY CONTROL
 NA1363
 NA1363  NGVD 29 (??/??/92)  456.461  (m)         1497.57   (f) ADJ UNCH    2 0
 NA1363
 NA1363.Superseded values are not recommended for survey control.
 NA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1363.See file dsdata.txt to determine how the superseded data were derived.
 NA1363
 NA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN784023(NAD 83)
 NA1363_MARKER: DB = BENCH MARK DISK
 NA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1363_STAMPING: C 307 1942
 NA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1363+STABILITY: SURFACE MOTION
 NA1363
 NA1363  HISTORY     - Date     Condition        Report By
 NA1363  HISTORY     - 1942     MONUMENTED       CGS
 NA1363
 NA1363                          STATION DESCRIPTION
 NA1363
 NA1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1363'6.5 MI S FROM MORRIS.
 NA1363'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1363'BANK OF MORRIS, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 NA1363'THENCE 2.7 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.3 MILE SOUTH
 NA1363'ALONG A BLACK TOP ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD,
 NA1363'THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.8 MILE SOUTH ALONG
 NA1363'A GRAVEL ROAD, THENCE ABOUT 100 YARDS WEST ALONG A GRAVEL ROAD, 74.5
 NA1363'FEET NORTH OF AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A
 NA1363'LARGE GREY DAIRY ON THE FARM OF PAUL TILLSON, 40 FEET NORTH OF THE
 NA1363'CENTER LINE OF THE ROAD, IN THE EAST EDGE OF A PASTURE, 1.6 FEET WEST
 NA1363'OF THE PASTURE FENCE, AND 2 FEET SOUTH OF A REFERENCE POST.  A DISK,
 NA1363'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0354 ***********************************************************************
 OE0354  DESIGNATION -  C 308
 OE0354  PID         -  OE0354
 OE0354  STATE/COUNTY-  NY/HERKIMER
 OE0354  USGS QUAD   -  SALISBURY (1945)
 OE0354
 OE0354                         *CURRENT SURVEY CONTROL
 OE0354  ___________________________________________________________________
 OE0354* NAD 83(1986)-  43 08 03.     (N)    074 49 27.     (W)     SCALED    
 OE0354* NAVD 88     -       371.892  (meters)    1220.12   (feet)  ADJUSTED  
 OE0354  ___________________________________________________________________
 OE0354  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 OE0354  DYNAMIC HT  -         371.785 (meters)    1219.76  (feet)  COMP
 OE0354  MODELED GRAV-     980,321.5   (mgal)                       NAVD 88
 OE0354
 OE0354  VERT ORDER  -  SECOND    CLASS 0
 OE0354
 OE0354.The horizontal coordinates were scaled from a topographic map and have
 OE0354.an estimated accuracy of +/- 6 seconds.
 OE0354
 OE0354.The orthometric height was determined by differential leveling
 OE0354.and adjusted by the National Geodetic Survey in June 1991..
 OE0354
 OE0354.The geoid height was determined by GEOID03.
 OE0354
 OE0354.The dynamic height is computed by dividing the NAVD 88
 OE0354.geopotential number by the normal gravity value computed on the
 OE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0354.degrees latitude (g = 980.6199 gals.).
 OE0354
 OE0354.The modeled gravity was interpolated from observed gravity values.
 OE0354
 OE0354;                    North         East    Units  Estimated Accuracy
 OE0354;SPC NY E     -   477,630.      123,630.      MT  (+/- 180 meters Scaled)
 OE0354
 OE0354                          SUPERSEDED SURVEY CONTROL
 OE0354
 OE0354  NGVD 29 (??/??/92)  372.034  (m)         1220.58   (f) ADJ UNCH    2 0
 OE0354
 OE0354.Superseded values are not recommended for survey control.
 OE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0354.See file dsdata.txt to determine how the superseded data were derived.
 OE0354
 OE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN143757(NAD 83)
 OE0354_MARKER: DB = BENCH MARK DISK
 OE0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0354_SP_SET: CULVERT
 OE0354_STAMPING: C 308 1942
 OE0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0354
 OE0354  HISTORY     - Date     Condition        Report By
 OE0354  HISTORY     - 1942     MONUMENTED       CGS
 OE0354  HISTORY     - 20050728 MARK NOT FOUND   NYDT
 OE0354
 OE0354                          STATION DESCRIPTION
 OE0354
 OE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0354'IN SALISBURY.
 OE0354'ABOUT 30 YARDS NORTHEAST OF VOLKS HOTEL IN SALISBURY, AT AN
 OE0354'INTERSECTION OF STATE HIGHWAY NO. 29 AND A BLACK TOP ROAD, AT A 2- BY
 OE0354'2-FOOT CONCRETE BOX CULVERT. A DISK, SET IN THE TOP OF THE EAST HEAD
 OE0354'WALL, 20 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, AND
 OE0354'18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 OE0354
 OE0354                          STATION RECOVERY (2005)
 OE0354
 OE0354'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0593 ***********************************************************************
 NA0593  DESIGNATION -  C 309
 NA0593  PID         -  NA0593
 NA0593  STATE/COUNTY-  NY/DELAWARE
 NA0593  USGS QUAD   -  DELHI (1982)
 NA0593
 NA0593                         *CURRENT SURVEY CONTROL
 NA0593  ___________________________________________________________________
 NA0593* NAD 83(1986)-  42 17 00.     (N)    074 55 00.     (W)     SCALED    
 NA0593* NAVD 88     -       442.107  (meters)    1450.48   (feet)  ADJUSTED  
 NA0593  ___________________________________________________________________
 NA0593  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NA0593  DYNAMIC HT  -         441.948 (meters)    1449.96  (feet)  COMP
 NA0593  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 NA0593
 NA0593  VERT ORDER  -  SECOND    CLASS 0
 NA0593
 NA0593.The horizontal coordinates were scaled from a topographic map and have
 NA0593.an estimated accuracy of +/- 6 seconds.
 NA0593
 NA0593.The orthometric height was determined by differential leveling
 NA0593.and adjusted by the National Geodetic Survey in June 1991..
 NA0593
 NA0593.The geoid height was determined by GEOID03.
 NA0593
 NA0593.The dynamic height is computed by dividing the NAVD 88
 NA0593.geopotential number by the normal gravity value computed on the
 NA0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0593.degrees latitude (g = 980.6199 gals.).
 NA0593
 NA0593.The modeled gravity was interpolated from observed gravity values.
 NA0593
 NA0593;                    North         East    Units  Estimated Accuracy
 NA0593;SPC NY E     -   383,150.      115,640.      MT  (+/- 180 meters Scaled)
 NA0593
 NA0593                          SUPERSEDED SURVEY CONTROL
 NA0593
 NA0593  NGVD 29 (??/??/92)  442.251  (m)         1450.95   (f) ADJ UNCH    2 0
 NA0593
 NA0593.Superseded values are not recommended for survey control.
 NA0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0593.See file dsdata.txt to determine how the superseded data were derived.
 NA0593
 NA0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM068812(NAD 83)
 NA0593_MARKER: DB = BENCH MARK DISK
 NA0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0593_SP_SET: CATCH BASIN
 NA0593_STAMPING: C-309 1942
 NA0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0593
 NA0593  HISTORY     - Date     Condition        Report By
 NA0593  HISTORY     - 1942     MONUMENTED       CGS
 NA0593  HISTORY     - 1965     GOOD             LOCSUR
 NA0593
 NA0593                          STATION DESCRIPTION
 NA0593
 NA0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0593'AT DELHI.
 NA0593'AT DELHI, 0.6 MILE NORTH ALONG STATE HIGHWAY NO. 28 FROM THE POST
 NA0593'OFFICE, SET IN THE SOUTH CORNER OF THE CONCRETE CATCH BASIN, 49.8
 NA0593'FEET EAST OF THE EAST CORNER OF THE SINCLAIR SERVICE STATION AND
 NA0593'STORE, 54.8 FEET SOUTH OF POLE NO. 1000-L, 33 FEET SOUTHWEST OF THE
 NA0593'CENTER-LINE OF THE PRIVATE DRIVE LEADING SOUTHEAST TO THE SOUTHWEST
 NA0593'SIDE OF THE 2-STORY WHITE HOUSE, 15.8 FEET SOUTHEAST OF THE
 NA0593'CENTER-LINE OF THE HIGHWAY, ABOUT 0.5 FOOT BELOW ROAD.  A BENCH MARK
 NA0593'DISK.
 NA0593
 NA0593                          STATION RECOVERY (1965)
 NA0593
 NA0593'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 NA0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0602 ***********************************************************************
 OE0602  DESIGNATION -  C 31
 OE0602  PID         -  OE0602
 OE0602  STATE/COUNTY-  NY/ONEIDA
 OE0602  USGS QUAD   -  FORESTPORT (1945)
 OE0602
 OE0602                         *CURRENT SURVEY CONTROL
 OE0602  ___________________________________________________________________
 OE0602* NAD 83(1986)-  43 25 59.     (N)    075 11 04.     (W)     SCALED    
 OE0602* NAVD 88     -       365.812  (meters)    1200.17   (feet)  ADJUSTED  
 OE0602  ___________________________________________________________________
 OE0602  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 OE0602  DYNAMIC HT  -         365.718 (meters)    1199.86  (feet)  COMP
 OE0602  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 OE0602
 OE0602  VERT ORDER  -  FIRST     CLASS I
 OE0602
 OE0602.The horizontal coordinates were scaled from a topographic map and have
 OE0602.an estimated accuracy of +/- 6 seconds.
 OE0602
 OE0602.The orthometric height was determined by differential leveling
 OE0602.and adjusted by the National Geodetic Survey in June 1991..
 OE0602
 OE0602.The geoid height was determined by GEOID03.
 OE0602
 OE0602.The dynamic height is computed by dividing the NAVD 88
 OE0602.geopotential number by the normal gravity value computed on the
 OE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0602.degrees latitude (g = 980.6199 gals.).
 OE0602
 OE0602.The modeled gravity was interpolated from observed gravity values.
 OE0602
 OE0602;                    North         East    Units  Estimated Accuracy
 OE0602;SPC NY C     -   382,230.      363,260.      MT  (+/- 180 meters Scaled)
 OE0602
 OE0602                          SUPERSEDED SURVEY CONTROL
 OE0602
 OE0602  NGVD 29 (??/??/92)  365.905  (m)         1200.47   (f) ADJ UNCH    1 1
 OE0602
 OE0602.Superseded values are not recommended for survey control.
 OE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0602.See file dsdata.txt to determine how the superseded data were derived.
 OE0602
 OE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP850089(NAD 83)
 OE0602_MARKER: DB = BENCH MARK DISK
 OE0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0602_SP_SET: RR STATION FOUNDATION
 OE0602_STAMPING: C 31 1931
 OE0602_MARK LOGO: CGS   
 OE0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0602
 OE0602  HISTORY     - Date     Condition        Report By
 OE0602  HISTORY     - 1931     MONUMENTED       CGS
 OE0602  HISTORY     - 1975     GOOD             NGS
 OE0602  HISTORY     - 19920602 GOOD             USPSQD
 OE0602  HISTORY     - 20020531 GOOD             USPSQD
 OE0602
 OE0602                          STATION DESCRIPTION
 OE0602
 OE0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0602'1.2 MI E FROM FORESTPORT.
 OE0602'ABOUT 1.2 MILES EAST ALONG WOODHULL ROAD FROM THE POST OFFICE AT
 OE0602'FORESTPORT, SET VERTICALLY AT THE SOUTHEAST CORNER OF THE FOUNDATION
 OE0602'OF WHAT USED TO BE THE NEW YORK CENTRAL RAILROAD STATION AT THE
 OE0602'CROSSING OF WOODHULL ROAD AND THE TRACKS, 7 FEET SOUTH OF THE SOUTH
 OE0602'ENTRANCE, AND SET ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 OE0602
 OE0602                          STATION RECOVERY (1992)
 OE0602
 OE0602'RECOVERY NOTE BY US POWER SQUADRON 1992
 OE0602'RECOVERED IN GOOD CONDITION.
 OE0602
 OE0602                          STATION RECOVERY (2002)
 OE0602
 OE0602'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0611 ***********************************************************************
 NA0611  DESIGNATION -  C 310
 NA0611  PID         -  NA0611
 NA0611  STATE/COUNTY-  NY/DELAWARE
 NA0611  USGS QUAD   -  WALTON EAST (1965)
 NA0611
 NA0611                         *CURRENT SURVEY CONTROL
 NA0611  ___________________________________________________________________
 NA0611* NAD 83(1986)-  42 14 19.     (N)    075 00 37.     (W)     SCALED    
 NA0611* NAVD 88     -       548.448  (meters)    1799.37   (feet)  ADJUSTED  
 NA0611  ___________________________________________________________________
 NA0611  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 NA0611  DYNAMIC HT  -         548.244 (meters)    1798.70  (feet)  COMP
 NA0611  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 NA0611
 NA0611  VERT ORDER  -  SECOND    CLASS 0
 NA0611
 NA0611.The horizontal coordinates were scaled from a topographic map and have
 NA0611.an estimated accuracy of +/- 6 seconds.
 NA0611
 NA0611.The orthometric height was determined by differential leveling
 NA0611.and adjusted by the National Geodetic Survey in June 1991..
 NA0611
 NA0611.The geoid height was determined by GEOID03.
 NA0611
 NA0611.The dynamic height is computed by dividing the NAVD 88
 NA0611.geopotential number by the normal gravity value computed on the
 NA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0611.degrees latitude (g = 980.6199 gals.).
 NA0611
 NA0611.The modeled gravity was interpolated from observed gravity values.
 NA0611
 NA0611;                    North         East    Units  Estimated Accuracy
 NA0611;SPC NY E     -   378,230.      107,890.      MT  (+/- 180 meters Scaled)
 NA0611
 NA0611                          SUPERSEDED SURVEY CONTROL
 NA0611
 NA0611  NGVD 29 (??/??/92)  548.582  (m)         1799.81   (f) ADJ UNCH    2 0
 NA0611
 NA0611.Superseded values are not recommended for survey control.
 NA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0611.See file dsdata.txt to determine how the superseded data were derived.
 NA0611
 NA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM991762(NAD 83)
 NA0611_MARKER: DB = BENCH MARK DISK
 NA0611_SETTING: 80 = SET IN A BOULDER
 NA0611_SP_SET: BOULDER
 NA0611_STAMPING: C-310 1942
 NA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0611+STABILITY: SURFACE MOTION
 NA0611
 NA0611  HISTORY     - Date     Condition        Report By
 NA0611  HISTORY     - 1942     MONUMENTED       CGS
 NA0611  HISTORY     - 1963     GOOD             NGS
 NA0611
 NA0611                          STATION DESCRIPTION
 NA0611
 NA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0611'2.9 MI NW FROM DELANCEY.
 NA0611'2.9 MILES NORTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 NA0611'DELANCEY, SET IN TOP OF BOULDER NEAR THE SOUTH CORNER OF A BARN LOT,
 NA0611'97.5 FEET SOUTHEAST OF THE SOUTH CORNER OF THE BARN, 22 FEET
 NA0611'NORTH-NORTHWEST OF THE 3-WAY CORNER FENCE POST, 21 FEET NORTHEAST OF
 NA0611'THE CENTER-LINE OF THE ROAD, 20 FEET NORTHWEST OF THE
 NA0611'NORTHEAST-AND-SOUTHWEST FENCE, 9 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NA0611'FENCE.  A BENCH MARK DISK.
 NA0611
 NA0611                          STATION RECOVERY (1963)
 NA0611
 NA0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NA0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1635 ***********************************************************************
 NA1635  DESIGNATION -  C 311 RESET
 NA1635  PID         -  NA1635
 NA1635  STATE/COUNTY-  NY/MADISON
 NA1635  USGS QUAD   -  EARLVILLE (1943)
 NA1635
 NA1635                         *CURRENT SURVEY CONTROL
 NA1635  ___________________________________________________________________
 NA1635* NAD 83(1986)-  42 44 57.     (N)    075 33 32.     (W)     SCALED    
 NA1635* NAVD 88     -       332.58   (meters)    1091.1    (feet)  RESET     
 NA1635  ___________________________________________________________________
 NA1635  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NA1635
 NA1635  VERT ORDER  -  THIRD
 NA1635
 NA1635.The horizontal coordinates were scaled from a topographic map and have
 NA1635.an estimated accuracy of +/- 6 seconds.
 NA1635
 NA1635.The orthometric height was computed from unverified reset data.
 NA1635
 NA1635.The geoid height was determined by GEOID03.
 NA1635
 NA1635;                    North         East    Units  Estimated Accuracy
 NA1635;SPC NY C     -   305,820.      333,870.      MT  (+/- 180 meters Scaled)
 NA1635
 NA1635                          SUPERSEDED SURVEY CONTROL
 NA1635
 NA1635.No superseded survey control is available for this station.
 NA1635
 NA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN542331(NAD 83)
 NA1635_MARKER: DB = BENCH MARK DISK
 NA1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1635_SP_SET: BRIDGE
 NA1635_STAMPING: C 311 RESET 1952
 NA1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1635
 NA1635  HISTORY     - Date     Condition        Report By
 NA1635  HISTORY     - 1952     MONUMENTED       CGS
 NA1635
 NA1635                          STATION DESCRIPTION
 NA1635
 NA1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NA1635'0.7 MI NW FROM EARLVILLE.
 NA1635'0.7 MILE NORTHWEST ALONG THE ABANDONED ROUTE OF THE NEW YORK CENTRAL
 NA1635'RAILROAD FROM THE FORMER STATION AT EARLVILLE, MADISON COUNTY, 5
 NA1635'POLES NORTH OF A PAVED ROAD CROSSING, 0.1 MILE SOUTH OF A LARGE RED
 NA1635'BARN WEST OF THE ROAD, AT A STEEL BRIDGE, AND IN THE WEST CORNER OF
 NA1635'THE SOUTH ABUEMENT.  A STANDARD DISK, STAMPED C 311 RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0096 ***********************************************************************
 NA0096  DESIGNATION -  C 312
 NA0096  PID         -  NA0096
 NA0096  STATE/COUNTY-  NY/SARATOGA
 NA0096  USGS QUAD   -  PATTERSONVILLE (1954)
 NA0096
 NA0096                         *CURRENT SURVEY CONTROL
 NA0096  ___________________________________________________________________
 NA0096* NAD 83(1986)-  42 58 22.     (N)    074 01 47.     (W)     SCALED    
 NA0096* NAVD 88     -       244.530  (meters)     802.26   (feet)  ADJUSTED  
 NA0096  ___________________________________________________________________
 NA0096  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NA0096  DYNAMIC HT  -         244.464 (meters)     802.05  (feet)  COMP
 NA0096  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 NA0096
 NA0096  VERT ORDER  -  SECOND    CLASS 0
 NA0096
 NA0096.The horizontal coordinates were scaled from a topographic map and have
 NA0096.an estimated accuracy of +/- 6 seconds.
 NA0096
 NA0096.The orthometric height was determined by differential leveling
 NA0096.and adjusted by the National Geodetic Survey in June 1991..
 NA0096
 NA0096.The geoid height was determined by GEOID03.
 NA0096
 NA0096.The dynamic height is computed by dividing the NAVD 88
 NA0096.geopotential number by the normal gravity value computed on the
 NA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0096.degrees latitude (g = 980.6199 gals.).
 NA0096
 NA0096.The modeled gravity was interpolated from observed gravity values.
 NA0096
 NA0096;                    North         East    Units  Estimated Accuracy
 NA0096;SPC NY E     -   459,760.      188,360.      MT  (+/- 180 meters Scaled)
 NA0096
 NA0096                          SUPERSEDED SURVEY CONTROL
 NA0096
 NA0096  NGVD 29 (??/??/92)  244.681  (m)          802.76   (f) ADJ UNCH    2 0
 NA0096
 NA0096.Superseded values are not recommended for survey control.
 NA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0096.See file dsdata.txt to determine how the superseded data were derived.
 NA0096
 NA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN791582(NAD 83)
 NA0096_MARKER: DB = BENCH MARK DISK
 NA0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0096_SP_SET: BUILDING
 NA0096_STAMPING: C-312 1942
 NA0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0096
 NA0096  HISTORY     - Date     Condition        Report By
 NA0096  HISTORY     - 1942     MONUMENTED       CGS
 NA0096  HISTORY     - 19950510 GOOD             USPSQD
 NA0096  HISTORY     - 20030717 GOOD             USPSQD
 NA0096  HISTORY     - 20040717 GOOD             USPSQD
 NA0096  HISTORY     - 20050719 GOOD             USPSQD
 NA0096
 NA0096                          STATION DESCRIPTION
 NA0096
 NA0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0096'AT SCOTCH CHURCH.
 NA0096'AT SCOTCH CHURCH, AT THE INTERSECTION OF STATE HIGHWAYS NO. 147 AND
 NA0096'NO. 67, SET IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE CHURCH
 NA0096'BUILDING, 11 FEET SOUTH OF THE CENTER-LINE OF THE DRIVE LEADING TO
 NA0096'THE NORTH SIDE OF BUILDING, 1 FOOT ABOVE THE GROUND.  A BENCH MARK
 NA0096'DISK SET VERTICALLY.
 NA0096
 NA0096                          STATION RECOVERY (1995)
 NA0096
 NA0096'RECOVERY NOTE BY US POWER SQUADRON 1995
 NA0096'RECOVERED IN GOOD CONDITION.
 NA0096
 NA0096                          STATION RECOVERY (2003)
 NA0096
 NA0096'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 NA0096'RECOVERED IN GOOD CONDITION.
 NA0096
 NA0096                          STATION RECOVERY (2004)
 NA0096
 NA0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 NA0096'RECOVERED IN GOOD CONDITION.
 NA0096
 NA0096                          STATION RECOVERY (2005)
 NA0096
 NA0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 NA0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0258 ***********************************************************************
 OE0258  DESIGNATION -  C 313
 OE0258  PID         -  OE0258
 OE0258  STATE/COUNTY-  NY/SARATOGA
 OE0258  USGS QUAD   -  GALWAY (1970)
 OE0258
 OE0258                         *CURRENT SURVEY CONTROL
 OE0258  ___________________________________________________________________
 OE0258* NAD 83(1986)-  43 03 12.     (N)    074 04 19.     (W)     SCALED    
 OE0258* NAVD 88     -       322.020  (meters)    1056.49   (feet)  ADJUSTED  
 OE0258  ___________________________________________________________________
 OE0258  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 OE0258  DYNAMIC HT  -         321.932 (meters)    1056.21  (feet)  COMP
 OE0258  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 OE0258
 OE0258  VERT ORDER  -  SECOND    CLASS 0
 OE0258
 OE0258.The horizontal coordinates were scaled from a topographic map and have
 OE0258.an estimated accuracy of +/- 6 seconds.
 OE0258
 OE0258.The orthometric height was determined by differential leveling
 OE0258.and adjusted by the National Geodetic Survey in June 1991..
 OE0258
 OE0258.The geoid height was determined by GEOID03.
 OE0258
 OE0258.The dynamic height is computed by dividing the NAVD 88
 OE0258.geopotential number by the normal gravity value computed on the
 OE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0258.degrees latitude (g = 980.6199 gals.).
 OE0258
 OE0258.The modeled gravity was interpolated from observed gravity values.
 OE0258
 OE0258;                    North         East    Units  Estimated Accuracy
 OE0258;SPC NY E     -   468,690.      184,870.      MT  (+/- 180 meters Scaled)
 OE0258
 OE0258                          SUPERSEDED SURVEY CONTROL
 OE0258
 OE0258  NGVD 29 (??/??/92)  322.16   (m)         1057.0    (f) COMPUTED    2 0
 OE0258
 OE0258.Superseded values are not recommended for survey control.
 OE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0258.See file dsdata.txt to determine how the superseded data were derived.
 OE0258
 OE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN755671(NAD 83)
 OE0258_MARKER: DB = BENCH MARK DISK
 OE0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0258_SP_SET: CULVERT
 OE0258_STAMPING: C-313 1942
 OE0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0258
 OE0258  HISTORY     - Date     Condition        Report By
 OE0258  HISTORY     - 1942     MONUMENTED       CGS
 OE0258  HISTORY     - 19981005 MARK NOT FOUND   USPSQD
 OE0258
 OE0258                          STATION DESCRIPTION
 OE0258
 OE0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0258'6.6 MI E FROM BROADALBIN.
 OE0258'6.6 MILES EAST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0258'BROADALBIN, SET IN THE WEST CORNER OF THE NORTH HEADWALL OF CULVERT,
 OE0258'26 FEET WEST-SOUTHWEST OF 24-INCH TREE WITH A TRIANGULAR BLAZE ON THE
 OE0258'SOUTH SIDE OF TREE, 17 FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 10
 OE0258'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  BENCH MARK DISK.
 OE0258
 OE0258                          STATION RECOVERY (1998)
 OE0258
 OE0258'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0259 ***********************************************************************
 OE0259  DESIGNATION -  C 313 RESET 1948
 OE0259  PID         -  OE0259
 OE0259  STATE/COUNTY-  NY/SARATOGA
 OE0259  USGS QUAD   -  GALWAY (1970)
 OE0259
 OE0259                         *CURRENT SURVEY CONTROL
 OE0259  ___________________________________________________________________
 OE0259* NAD 83(1986)-  43 03 12.     (N)    074 04 19.     (W)     SCALED    
 OE0259* NAVD 88     -       322.03   (+/-2cm)    1056.5    (feet)  VERTCON   
 OE0259  ___________________________________________________________________
 OE0259  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 OE0259
 OE0259  VERT ORDER  -  THIRD (See Below)
 OE0259
 OE0259.The horizontal coordinates were scaled from a topographic map and have
 OE0259.an estimated accuracy of +/- 6 seconds.
 OE0259
 OE0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0259.The vertical order pertains to the NGVD 29 superseded value.
 OE0259
 OE0259.The geoid height was determined by GEOID03.
 OE0259
 OE0259;                    North         East    Units  Estimated Accuracy
 OE0259;SPC NY E     -   468,690.      184,870.      MT  (+/- 180 meters Scaled)
 OE0259
 OE0259                          SUPERSEDED SURVEY CONTROL
 OE0259
 OE0259  NGVD 29 (??/??/??)  322.16   (m)         1057.0    (f) RESET       3  
 OE0259
 OE0259.Superseded values are not recommended for survey control.
 OE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0259.See file dsdata.txt to determine how the superseded data were derived.
 OE0259
 OE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN755671(NAD 83)
 OE0259_MARKER: DB = BENCH MARK DISK
 OE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0259_STAMPING: C 313 RESET 1948
 OE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0259+STABILITY: SURFACE MOTION
 OE0259
 OE0259  HISTORY     - Date     Condition        Report By
 OE0259  HISTORY     - 1948     MONUMENTED       CGS
 OE0259  HISTORY     - 1953     GOOD             NGS
 OE0259  HISTORY     - 1988     GOOD             USPSQD
 OE0259  HISTORY     - 19981005 GOOD             USPSQD
 OE0259
 OE0259                          STATION DESCRIPTION
 OE0259
 OE0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 OE0259'6.6 MI E FROM BROADALBIN.
 OE0259'IN SARATOGA COUNTY, 6.6 MILES EAST ALONG STATE HIGHWAY 29 FROM THE
 OE0259'POST OFFICE AT BROADALBIN, FULTON COUNTY, 17 FEET WEST OF A 24-INCH
 OE0259'CULVERT, 13 FEET WEST OF N.Y.P. POLE 227, AND 38 FEET NORTH OF THE
 OE0259'CENTER LINE OF THE CONCRETE PAVEMENT. A STANDARD DISK, STAMPED C 313
 OE0259'RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 OE0259
 OE0259                          STATION RECOVERY (1988)
 OE0259
 OE0259'RECOVERY NOTE BY US POWER SQUADRON 1988 (WJJ)
 OE0259'RECOVERED IN GOOD CONDITION.
 OE0259
 OE0259                          STATION RECOVERY (1998)
 OE0259
 OE0259'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0852 ***********************************************************************
 NA0852  DESIGNATION -  C 315
 NA0852  PID         -  NA0852
 NA0852  STATE/COUNTY-  NY/HERKIMER
 NA0852  USGS QUAD   -  VAN HORNESVILLE (1943)
 NA0852
 NA0852                         *CURRENT SURVEY CONTROL
 NA0852  ___________________________________________________________________
 NA0852* NAD 83(1986)-  42 53 46.     (N)    074 47 12.     (W)     SCALED    
 NA0852* NAVD 88     -       381.011  (meters)    1250.03   (feet)  ADJUSTED  
 NA0852  ___________________________________________________________________
 NA0852  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NA0852  DYNAMIC HT  -         380.899 (meters)    1249.67  (feet)  COMP
 NA0852  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 NA0852
 NA0852  VERT ORDER  -  SECOND    CLASS 0
 NA0852
 NA0852.The horizontal coordinates were scaled from a topographic map and have
 NA0852.an estimated accuracy of +/- 6 seconds.
 NA0852
 NA0852.The orthometric height was determined by differential leveling
 NA0852.and adjusted by the National Geodetic Survey in June 1991..
 NA0852
 NA0852.The geoid height was determined by GEOID03.
 NA0852
 NA0852.The dynamic height is computed by dividing the NAVD 88
 NA0852.geopotential number by the normal gravity value computed on the
 NA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0852.degrees latitude (g = 980.6199 gals.).
 NA0852
 NA0852.The modeled gravity was interpolated from observed gravity values.
 NA0852
 NA0852;                    North         East    Units  Estimated Accuracy
 NA0852;SPC NY E     -   451,170.      126,590.      MT  (+/- 180 meters Scaled)
 NA0852
 NA0852                          SUPERSEDED SURVEY CONTROL
 NA0852
 NA0852  NGVD 29 (??/??/92)  381.161  (m)         1250.53   (f) ADJ UNCH    2 0
 NA0852
 NA0852.Superseded values are not recommended for survey control.
 NA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0852.See file dsdata.txt to determine how the superseded data were derived.
 NA0852
 NA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN174493(NAD 83)
 NA0852_MARKER: DB = BENCH MARK DISK
 NA0852_SETTING: 66 = SET IN ROCK OUTCROP
 NA0852_SP_SET: ROCK OUTCROP
 NA0852_STAMPING: C 315 1942
 NA0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0852+STABILITY: POSITION/ELEVATION WELL
 NA0852
 NA0852  HISTORY     - Date     Condition        Report By
 NA0852  HISTORY     - 1942     MONUMENTED       CGS
 NA0852  HISTORY     - 1977     GOOD             NYDT
 NA0852
 NA0852                          STATION DESCRIPTION
 NA0852
 NA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0852'2.8 MI E FROM VANHORNESVILLE.
 NA0852'ABOUT 1.8 MILES NORTHEAST ALONG HIGHWAY NO. 80 FROM THE POST OFFICE
 NA0852'AT VANHORNESVILLE, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A COUNTY
 NA0852'ROAD, 48.5 FEET NORTH OF A 8-INCH ELM TREE WITH A TRIANGLE BLAZE, 37
 NA0852'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 30.5 FEET WEST OF A
 NA0852'FENCE CORNER, A U.S.C. AND G.S. DISK SET IN A ROCK OUTCROP IN THE
 NA0852'NORTHEAST CORNER OF A MEADOW.
 NA0852
 NA0852                          STATION RECOVERY (1977)
 NA0852
 NA0852'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0852'THE MONUMENT IS LOCATED ABOUT 1.8 MILE NORTHEAST ALONG NYS ROUTE 80
 NA0852'FROM THE POST OFFICE AT VANHORESVILLE, HERKINER COUNTY, THENCE ABOUT
 NA0852'1.0 MILE SOUTHEAST ALONG JORDON ROAD IN THE NORTHEAST CORNER OF A
 NA0852'MEADOW, 39 FEET FROM THE CENTERLINE OF THE ROAD IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0783 ***********************************************************************
 NA0783  DESIGNATION -  C 316
 NA0783  PID         -  NA0783
 NA0783  STATE/COUNTY-  NY/HERKIMER
 NA0783  USGS QUAD   -  VAN HORNESVILLE (1943)
 NA0783
 NA0783                         *CURRENT SURVEY CONTROL
 NA0783  ___________________________________________________________________
 NA0783* NAD 83(1986)-  42 59 57.     (N)    074 50 16.     (W)     SCALED    
 NA0783* NAVD 88     -       252.512  (meters)     828.45   (feet)  ADJUSTED  
 NA0783  ___________________________________________________________________
 NA0783  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 NA0783  DYNAMIC HT  -         252.444 (meters)     828.23  (feet)  COMP
 NA0783  MODELED GRAV-     980,345.1   (mgal)                       NAVD 88
 NA0783
 NA0783  VERT ORDER  -  SECOND    CLASS 0
 NA0783
 NA0783.The horizontal coordinates were scaled from a topographic map and have
 NA0783.an estimated accuracy of +/- 6 seconds.
 NA0783
 NA0783.The orthometric height was determined by differential leveling
 NA0783.and adjusted by the National Geodetic Survey in June 1991..
 NA0783
 NA0783.The geoid height was determined by GEOID03.
 NA0783
 NA0783.The dynamic height is computed by dividing the NAVD 88
 NA0783.geopotential number by the normal gravity value computed on the
 NA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0783.degrees latitude (g = 980.6199 gals.).
 NA0783
 NA0783.The modeled gravity was interpolated from observed gravity values.
 NA0783
 NA0783;                    North         East    Units  Estimated Accuracy
 NA0783;SPC NY E     -   462,640.      122,460.      MT  (+/- 180 meters Scaled)
 NA0783
 NA0783                          SUPERSEDED SURVEY CONTROL
 NA0783
 NA0783  NGVD 29 (??/??/92)  252.664  (m)          828.95   (f) ADJ UNCH    2 0
 NA0783
 NA0783.Superseded values are not recommended for survey control.
 NA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0783.See file dsdata.txt to determine how the superseded data were derived.
 NA0783
 NA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN132607(NAD 83)
 NA0783_MARKER: DB = BENCH MARK DISK
 NA0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0783_STAMPING: C 316 1942
 NA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0783+STABILITY: SURFACE MOTION
 NA0783
 NA0783  HISTORY     - Date     Condition        Report By
 NA0783  HISTORY     - 1942     MONUMENTED       CGS
 NA0783  HISTORY     - 1977     GOOD             NYDT
 NA0783
 NA0783                          STATION DESCRIPTION
 NA0783
 NA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0783'8.8 MI NW FROM STARKVILLE.
 NA0783'ABOUT 4.7 MILES NORTHWEST ALONG HIGHWAY NO. 168 FROM THE JUNCTION
 NA0783'WITH HIGHWAY NO. 80 AT STARKVILLE, THENCE ABOUT 4.1 MILES NORTHEAST
 NA0783'ALONG A SURFACED COUNTY ROAD, ABOUT 283 FEET NORTH OF THE JUNCTION
 NA0783'WITH A SURFACED COUNTRY ROAD, 70 FEET NORTHWEST OF THE NORTHWEST
 NA0783'CORNER OF A FRAME SCHOOL HOUSE, 19 FEET NORTHEAST OF THE CENTER LINE
 NA0783'OF THE ROAD, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST
 NA0783'OF A STANDARD REFERENCE POST, A DISK SET IN THE TOP OF A CONCRETE
 NA0783'POST.
 NA0783
 NA0783                          STATION RECOVERY (1977)
 NA0783
 NA0783'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0783'THE MARK IS LOCATED ABOUT 4.7 MILES NORTHWEST ALONG NYS ROUTE 168
 NA0783'FROM THE JUNCTION OF NYS ROUTE 80 AT STARKVILLE, HERKIMER COUNTY,
 NA0783'THENCE 1.6 MILES NORTHEAST ALONG TRAVIS ROAD TO ITS JUNCTION WITH
 NA0783'JOHNNY CAKE STREET, THENCE 0.9 MILE EASTERLY ALONG JOHNNY CAKE STREET
 NA0783'TO ITS JUNCTION WITH NEWVILLE ROAD, THENCE 0.3 MILE NORTHERLY ALONG
 NA0783'NEWVILLE ROAD TO ITS JUNCTION WITH PARADISE ROAD, THENCE 1.3 MILES
 NA0783'NORTH ALONG PARADISE ROAD, THENCE 280 FEET NORTHWEST OF A JUNCTION ON
 NA0783'PARADISE ROAD, 1. FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 70
 NA0783'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD FRAME SCHOOLHOUSE. A
 NA0783'WITNESS MARK HAS BEEN ERECTED. THE MARK IS A STANDARD DISK STAMPED C
 NA0783'316 1942 AND SET IN A CONCRETE POST ABOUT 1 INCH BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0346 ***********************************************************************
 OE0346  DESIGNATION -  C 317
 OE0346  PID         -  OE0346
 OE0346  STATE/COUNTY-  NY/HERKIMER
 OE0346  USGS QUAD   -  MIDDLEVILLE (1943)
 OE0346
 OE0346                         *CURRENT SURVEY CONTROL
 OE0346  ___________________________________________________________________
 OE0346* NAD 83(1986)-  43 09 43.     (N)    074 59 31.     (W)     SCALED    
 OE0346* NAVD 88     -       187.298  (meters)     614.49   (feet)  ADJUSTED  
 OE0346  ___________________________________________________________________
 OE0346  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 OE0346  DYNAMIC HT  -         187.246 (meters)     614.32  (feet)  COMP
 OE0346  MODELED GRAV-     980,339.4   (mgal)                       NAVD 88
 OE0346
 OE0346  VERT ORDER  -  SECOND    CLASS 0
 OE0346
 OE0346.The horizontal coordinates were scaled from a topographic map and have
 OE0346.an estimated accuracy of +/- 6 seconds.
 OE0346
 OE0346.The orthometric height was determined by differential leveling
 OE0346.and adjusted by the National Geodetic Survey in June 1991..
 OE0346
 OE0346.The geoid height was determined by GEOID03.
 OE0346
 OE0346.The dynamic height is computed by dividing the NAVD 88
 OE0346.geopotential number by the normal gravity value computed on the
 OE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0346.degrees latitude (g = 980.6199 gals.).
 OE0346
 OE0346.The modeled gravity was interpolated from observed gravity values.
 OE0346
 OE0346;                    North         East    Units  Estimated Accuracy
 OE0346;SPC NY E     -   480,780.      110,000.      MT  (+/- 180 meters Scaled)
 OE0346
 OE0346                          SUPERSEDED SURVEY CONTROL
 OE0346
 OE0346  NGVD 29 (??/??/92)  187.440  (m)          614.96   (f) ADJ UNCH    2 0
 OE0346
 OE0346.Superseded values are not recommended for survey control.
 OE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0346.See file dsdata.txt to determine how the superseded data were derived.
 OE0346
 OE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN006787(NAD 83)
 OE0346_MARKER: DB = BENCH MARK DISK
 OE0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0346_SP_SET: CULVERT
 OE0346_STAMPING: C-317 1942
 OE0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0346
 OE0346  HISTORY     - Date     Condition        Report By
 OE0346  HISTORY     - 1942     MONUMENTED       CGS
 OE0346  HISTORY     - 1976     GOOD             NGS
 OE0346
 OE0346                          STATION DESCRIPTION
 OE0346
 OE0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0346'2.1 MI NW FROM MIDDLEVILLE.
 OE0346'ABOUT 2.1 MILES NORTHWEST ALONG HIGHWAY NO. 28 FROM THE POST OFFICE AT
 OE0346'MIDDLEVILLE, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, A
 OE0346'U.S.C. AND G.S. DISK SET IN THE TOP OF THE NORTHEAST END OF THE
 OE0346'SOUTHWEST HEAD WALL OF A LARGE CONCRETE BOX CULVERT, ABOUT 6.5 FEET
 OE0346'LOWER THAN THE LEVEL OF THE ROAD.
 OE0346
 OE0346                          STATION RECOVERY (1976)
 OE0346
 OE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0328 ***********************************************************************
 OE0328  DESIGNATION -  C 318
 OE0328  PID         -  OE0328
 OE0328  STATE/COUNTY-  NY/FULTON
 OE0328  USGS QUAD   -  OPPENHEIM (1945)
 OE0328
 OE0328                         *CURRENT SURVEY CONTROL
 OE0328  ___________________________________________________________________
 OE0328* NAD 83(1986)-  43 03 52.     (N)    074 40 41.     (W)     SCALED    
 OE0328* NAVD 88     -       328.252  (meters)    1076.94   (feet)  ADJUSTED  
 OE0328  ___________________________________________________________________
 OE0328  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 OE0328  DYNAMIC HT  -         328.162 (meters)    1076.64  (feet)  COMP
 OE0328  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 OE0328
 OE0328  VERT ORDER  -  SECOND    CLASS 0
 OE0328
 OE0328.The horizontal coordinates were scaled from a topographic map and have
 OE0328.an estimated accuracy of +/- 6 seconds.
 OE0328
 OE0328.The orthometric height was determined by differential leveling
 OE0328.and adjusted by the National Geodetic Survey in June 1991..
 OE0328
 OE0328.The geoid height was determined by GEOID03.
 OE0328
 OE0328.The dynamic height is computed by dividing the NAVD 88
 OE0328.geopotential number by the normal gravity value computed on the
 OE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0328.degrees latitude (g = 980.6199 gals.).
 OE0328
 OE0328.The modeled gravity was interpolated from observed gravity values.
 OE0328
 OE0328;                    North         East    Units  Estimated Accuracy
 OE0328;SPC NY E     -   469,850.      135,500.      MT  (+/- 180 meters Scaled)
 OE0328
 OE0328                          SUPERSEDED SURVEY CONTROL
 OE0328
 OE0328  NGVD 29 (??/??/92)  328.410  (m)         1077.46   (f) ADJ UNCH    2 0
 OE0328
 OE0328.Superseded values are not recommended for survey control.
 OE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0328.See file dsdata.txt to determine how the superseded data were derived.
 OE0328
 OE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN262680(NAD 83)
 OE0328_MARKER: DB = BENCH MARK DISK
 OE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0328_STAMPING: C 318 1942
 OE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0328+STABILITY: SURFACE MOTION
 OE0328
 OE0328  HISTORY     - Date     Condition        Report By
 OE0328  HISTORY     - 1942     MONUMENTED       CGS
 OE0328
 OE0328                          STATION DESCRIPTION
 OE0328
 OE0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0328'1.0 MI SE FROM OPPENHEIM.
 OE0328'ABOUT 1.0 MILE SOUTHEAST ALONG HIGHWAY NO. 29 FROM THE JUNCTION WITH
 OE0328'HIGHWAY NO. 331 AT OPPENHEIM, 37 FEET NORTHEAST OF THE CENTER LINE OF
 OE0328'THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL CROSS
 OE0328'ROAD, 8.5 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTHWEST OF A WHITE
 OE0328'REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE TOP OF A CONCRETE
 OE0328'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0283 ***********************************************************************
 OE0283  DESIGNATION -  C 319
 OE0283  PID         -  OE0283
 OE0283  STATE/COUNTY-  NY/FULTON
 OE0283  USGS QUAD   -  BROADALBIN (1970)
 OE0283
 OE0283                         *CURRENT SURVEY CONTROL
 OE0283  ___________________________________________________________________
 OE0283* NAD 83(1986)-  43 02 14.     (N)    074 12 19.     (W)     SCALED    
 OE0283* NAVD 88     -       279.125  (meters)     915.76   (feet)  ADJUSTED  
 OE0283  ___________________________________________________________________
 OE0283  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 OE0283  DYNAMIC HT  -         279.050 (meters)     915.52  (feet)  COMP
 OE0283  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 OE0283
 OE0283  VERT ORDER  -  SECOND    CLASS 0
 OE0283
 OE0283.The horizontal coordinates were scaled from a topographic map and have
 OE0283.an estimated accuracy of +/- 6 seconds.
 OE0283
 OE0283.The orthometric height was determined by differential leveling
 OE0283.and adjusted by the National Geodetic Survey in June 1991..
 OE0283
 OE0283.The geoid height was determined by GEOID03.
 OE0283
 OE0283.The dynamic height is computed by dividing the NAVD 88
 OE0283.geopotential number by the normal gravity value computed on the
 OE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0283.degrees latitude (g = 980.6199 gals.).
 OE0283
 OE0283.The modeled gravity was interpolated from observed gravity values.
 OE0283
 OE0283;                    North         East    Units  Estimated Accuracy
 OE0283;SPC NY E     -   466,850.      174,020.      MT  (+/- 180 meters Scaled)
 OE0283
 OE0283                          SUPERSEDED SURVEY CONTROL
 OE0283
 OE0283  NGVD 29 (??/??/92)  279.269  (m)          916.24   (f) ADJ UNCH    2 0
 OE0283
 OE0283.Superseded values are not recommended for survey control.
 OE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0283.See file dsdata.txt to determine how the superseded data were derived.
 OE0283
 OE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN647652(NAD 83)
 OE0283_MARKER: DB = BENCH MARK DISK
 OE0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0283_SP_SET: CULVERT
 OE0283_STAMPING: C-319 1942
 OE0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0283
 OE0283  HISTORY     - Date     Condition        Report By
 OE0283  HISTORY     - 1942     MONUMENTED       CGS
 OE0283  HISTORY     - 1977     GOOD             NYDT
 OE0283  HISTORY     - 20050602 MARK NOT FOUND   USPSQD
 OE0283
 OE0283                          STATION DESCRIPTION
 OE0283
 OE0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0283'2.3 MI S FROM BROADALBIN.
 OE0283'1.1 MI SE OF VAIL MILLS 2.3 MILES SOUTH ALONG STATE HIGHWAY NO. 30
 OE0283'FROM THE POST OFFICE AT BROADALBIN, SET IN THE NORTHWEST CORNER OF THE
 OE0283'SOUTHWEST HEADWALL OF CULVERT AT THE INTERSECTION OF THE HIGHWAY AND
 OE0283'THE SIDE ROAD LEADING NORTH, 28 FEET SOUTH-SOUTHEAST OF POLE NO. 242,
 OE0283'27 FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY, ABOUT 2 FEET
 OE0283'BELOW HIGHWAY.  A BENCH MARK DISK.
 OE0283
 OE0283                          STATION RECOVERY (1977)
 OE0283
 OE0283'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0283'THE MARK IS ABOUT 1.1 MILES SOUTHEAST ALONG STATE ROUTE NO. 30 FROM
 OE0283'THE JUNCTION OF STATE HIGHWAY 29 AT VAIL MILLS, FULTON COUNTY TO THE
 OE0283'INTERSECTION OF ROUTE 30 AND KETTLE ROAD, AT A CONCRETE CULVERT TO
 OE0283'THE INTERSECTION OF ROUTE 30 AND KETTLE ROAD, AT A CONCRETE CULVERT
 OE0283'IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST HEADWALL, ABOUT
 OE0283'27 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET SOUTHEAST
 OE0283'OF POLE 242 AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY. THE MARK
 OE0283'IS A STANDARD DISK STAMPED C 319 1942 UNDER ABOUT 6 INCHES OF DIRT.
 OE0283
 OE0283                          STATION RECOVERY (2005)
 OE0283
 OE0283'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0295 ***********************************************************************
 OE0295  DESIGNATION -  C 32
 OE0295  PID         -  OE0295
 OE0295  STATE/COUNTY-  NY/HERKIMER
 OE0295  USGS QUAD   -  LITTLE FALLS (1943)
 OE0295
 OE0295                         *CURRENT SURVEY CONTROL
 OE0295  ___________________________________________________________________
 OE0295* NAD 83(1986)-  43 02 29.     (N)    074 51 30.     (W)     SCALED    
 OE0295* NAVD 88     -       114.750  (meters)     376.48   (feet)  ADJUSTED  
 OE0295  ___________________________________________________________________
 OE0295  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 OE0295  DYNAMIC HT  -         114.717 (meters)     376.37  (feet)  COMP
 OE0295  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 OE0295
 OE0295  VERT ORDER  -  FIRST     CLASS II
 OE0295
 OE0295.The horizontal coordinates were scaled from a topographic map and have
 OE0295.an estimated accuracy of +/- 6 seconds.
 OE0295
 OE0295.The orthometric height was determined by differential leveling
 OE0295.and adjusted by the National Geodetic Survey in June 1991..
 OE0295
 OE0295.The geoid height was determined by GEOID03.
 OE0295
 OE0295.The dynamic height is computed by dividing the NAVD 88
 OE0295.geopotential number by the normal gravity value computed on the
 OE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0295.degrees latitude (g = 980.6199 gals.).
 OE0295
 OE0295.The modeled gravity was interpolated from observed gravity values.
 OE0295
 OE0295;                    North         East    Units  Estimated Accuracy
 OE0295;SPC NY E     -   467,330.      120,800.      MT  (+/- 180 meters Scaled)
 OE0295
 OE0295                          SUPERSEDED SURVEY CONTROL
 OE0295
 OE0295  NGVD 29 (??/??/92)  114.900  (m)          376.97   (f) ADJ UNCH    1 2
 OE0295
 OE0295.Superseded values are not recommended for survey control.
 OE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0295.See file dsdata.txt to determine how the superseded data were derived.
 OE0295
 OE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN115654(NAD 83)
 OE0295_MARKER: DB = BENCH MARK DISK
 OE0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0295_SP_SET: SILL
 OE0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0295
 OE0295  HISTORY     - Date     Condition        Report By
 OE0295  HISTORY     - UNK      MONUMENTED       CGS
 OE0295  HISTORY     - 1931     GOOD             NGS
 OE0295  HISTORY     - 1981     MARK NOT FOUND   NGS
 OE0295
 OE0295                          STATION DESCRIPTION
 OE0295
 OE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0295'IN LITTLE FALLS.
 OE0295'ON FACE OF STONE SILL.  ON NORTH SIDE OF RAILROAD STATION 4 FEET ABOVE
 OE0295'PLATFORM LEVEL.
 OE0295
 OE0295                          STATION RECOVERY (1981)
 OE0295
 OE0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OE0295'NOT RECOVERED, THE RAILROAD STATION BUILDING IS NOW AN ABANDONED
 OE0295'RESTAURANT BUILDING, AN ADDITION WAS ADDED TO THE NORTH FACE OF THE
 OE0295'BUILDING AND THE MARK IS NOW COVERED OVER BY CONCRETE BLOCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0250 ***********************************************************************
 OE0250  DESIGNATION -  C 320
 OE0250  PID         -  OE0250
 OE0250  STATE/COUNTY-  NY/SARATOGA
 OE0250  USGS QUAD   -  EDINBURG (1970)
 OE0250
 OE0250                         *CURRENT SURVEY CONTROL
 OE0250  ___________________________________________________________________
 OE0250* NAD 83(1986)-  43 11 22.     (N)    074 05 34.     (W)     SCALED    
 OE0250* NAVD 88     -       242.950  (meters)     797.08   (feet)  ADJUSTED  
 OE0250  ___________________________________________________________________
 OE0250  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 OE0250  DYNAMIC HT  -         242.886 (meters)     796.87  (feet)  COMP
 OE0250  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 OE0250
 OE0250  VERT ORDER  -  SECOND    CLASS 0
 OE0250
 OE0250.The horizontal coordinates were scaled from a topographic map and have
 OE0250.an estimated accuracy of +/- 6 seconds.
 OE0250
 OE0250.The orthometric height was determined by differential leveling
 OE0250.and adjusted by the National Geodetic Survey in June 1991..
 OE0250
 OE0250.The geoid height was determined by GEOID03.
 OE0250
 OE0250.The dynamic height is computed by dividing the NAVD 88
 OE0250.geopotential number by the normal gravity value computed on the
 OE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0250.degrees latitude (g = 980.6199 gals.).
 OE0250
 OE0250.The modeled gravity was interpolated from observed gravity values.
 OE0250
 OE0250;                    North         East    Units  Estimated Accuracy
 OE0250;SPC NY E     -   483,800.      183,100.      MT  (+/- 180 meters Scaled)
 OE0250
 OE0250                          SUPERSEDED SURVEY CONTROL
 OE0250
 OE0250  NGVD 29 (??/??/92)  243.09   (m)          797.5    (f) COMPUTED    2 0
 OE0250
 OE0250.Superseded values are not recommended for survey control.
 OE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0250.See file dsdata.txt to determine how the superseded data were derived.
 OE0250
 OE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN737822(NAD 83)
 OE0250_MARKER: DB = BENCH MARK DISK
 OE0250_SETTING: 66 = SET IN ROCK OUTCROP
 OE0250_SP_SET: ROCK OUTCROP
 OE0250_STAMPING: C-320 1942
 OE0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0250+STABILITY: POSITION/ELEVATION WELL
 OE0250
 OE0250  HISTORY     - Date     Condition        Report By
 OE0250  HISTORY     - 1942     MONUMENTED       CGS
 OE0250  HISTORY     - 1955     MARK NOT FOUND   NGS
 OE0250
 OE0250                          STATION DESCRIPTION
 OE0250
 OE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0250'1.5 MI SW FROM BATCHELLERVILLE.
 OE0250'1.5 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE BATCHELLERVILLE
 OE0250'PRESBYTERIAN CHURCH, SET IN THE TOP OF A ROCK OUT-CROP, ABOUT 125 FEET
 OE0250'NORTHEAST OF A SIDE ROAD LEADING TO THE RIVER, 0.1 MILE NORTHEAST OF A
 OE0250'2-STORY BROWN LOG CABIN ON THE SOUTHEAST SIDE OF ROAD, 19 FEET
 OE0250'SOUTHEAST OF CENTER-LINE OF ROAD, ABOUT 2 FEET ABOVE ROAD. BENCH MARK
 OE0250'DISK.
 OE0250
 OE0250                          STATION RECOVERY (1955)
 OE0250
 OE0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OE0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0212 ***********************************************************************
 OE0212  DESIGNATION -  C 321
 OE0212  PID         -  OE0212
 OE0212  STATE/COUNTY-  NY/FULTON
 OE0212  USGS QUAD   -  PECK LAKE (1970)
 OE0212
 OE0212                         *CURRENT SURVEY CONTROL
 OE0212  ___________________________________________________________________
 OE0212* NAD 83(1986)-  43 00 43.     (N)    074 22 49.     (W)     SCALED    
 OE0212* NAVD 88     -       210.176  (meters)     689.55   (feet)  ADJUSTED  
 OE0212  ___________________________________________________________________
 OE0212  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 OE0212  DYNAMIC HT  -         210.120 (meters)     689.37  (feet)  COMP
 OE0212  MODELED GRAV-     980,348.7   (mgal)                       NAVD 88
 OE0212
 OE0212  VERT ORDER  -  SECOND    CLASS 0
 OE0212
 OE0212.The horizontal coordinates were scaled from a topographic map and have
 OE0212.an estimated accuracy of +/- 6 seconds.
 OE0212
 OE0212.The orthometric height was determined by differential leveling
 OE0212.and adjusted by the National Geodetic Survey in June 1991..
 OE0212
 OE0212.The geoid height was determined by GEOID03.
 OE0212
 OE0212.The dynamic height is computed by dividing the NAVD 88
 OE0212.geopotential number by the normal gravity value computed on the
 OE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0212.degrees latitude (g = 980.6199 gals.).
 OE0212
 OE0212.The modeled gravity was interpolated from observed gravity values.
 OE0212
 OE0212;                    North         East    Units  Estimated Accuracy
 OE0212;SPC NY E     -   464,010.      159,760.      MT  (+/- 180 meters Scaled)
 OE0212
 OE0212                          SUPERSEDED SURVEY CONTROL
 OE0212
 OE0212  NGVD 29 (??/??/92)  210.327  (m)          690.05   (f) ADJ UNCH    2 0
 OE0212
 OE0212.Superseded values are not recommended for survey control.
 OE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0212.See file dsdata.txt to determine how the superseded data were derived.
 OE0212
 OE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN505623(NAD 83)
 OE0212_MARKER: DB = BENCH MARK DISK
 OE0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0212_STAMPING: C 321 1942
 OE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0212+STABILITY: SURFACE MOTION
 OE0212
 OE0212  HISTORY     - Date     Condition        Report By
 OE0212  HISTORY     - 1942     MONUMENTED       CGS
 OE0212
 OE0212                          STATION DESCRIPTION
 OE0212
 OE0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0212'IN JOHNSTOWN.
 OE0212'AT JOHNSTOWN, 0.5 MILE NORTHWEST ALONG STATE HIGHWAY NO. 29 FROM THE
 OE0212'POST OFFICE, AT A Y INTERSECTION OF THE HIGHWAY AND HALL AVENUE, 35
 OE0212'FEET WEST OF THE CENTER LINE OF THE AVENUE, 30 FEET NORTHEAST OF THE
 OE0212'CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF A POWER LINE POLE,
 OE0212'AND 3 FEET NORTHWEST OF A SIGN POINTING TO THE BARONIAL HOME OF SIR
 OE0212'WILLIAM JOHNSON.  A DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OE0212'ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0206 ***********************************************************************
 OE0206  DESIGNATION -  C 322
 OE0206  PID         -  OE0206
 OE0206  STATE/COUNTY-  NY/FULTON
 OE0206  USGS QUAD   -  PECK LAKE (1970)
 OE0206
 OE0206                         *CURRENT SURVEY CONTROL
 OE0206  ___________________________________________________________________
 OE0206* NAD 83(1986)-  43 05 51.     (N)    074 22 44.     (W)     SCALED    
 OE0206* NAVD 88     -       493.016  (meters)    1617.50   (feet)  ADJUSTED  
 OE0206  ___________________________________________________________________
 OE0206  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 OE0206  DYNAMIC HT  -         492.871 (meters)    1617.03  (feet)  COMP
 OE0206  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 OE0206
 OE0206  VERT ORDER  -  SECOND    CLASS 0
 OE0206
 OE0206.The horizontal coordinates were scaled from a topographic map and have
 OE0206.an estimated accuracy of +/- 6 seconds.
 OE0206
 OE0206.The orthometric height was determined by differential leveling
 OE0206.and adjusted by the National Geodetic Survey in June 1991..
 OE0206
 OE0206.The geoid height was determined by GEOID03.
 OE0206
 OE0206.The dynamic height is computed by dividing the NAVD 88
 OE0206.geopotential number by the normal gravity value computed on the
 OE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0206.degrees latitude (g = 980.6199 gals.).
 OE0206
 OE0206.The modeled gravity was interpolated from observed gravity values.
 OE0206
 OE0206;                    North         East    Units  Estimated Accuracy
 OE0206;SPC NY E     -   473,510.      159,860.      MT  (+/- 180 meters Scaled)
 OE0206
 OE0206                          SUPERSEDED SURVEY CONTROL
 OE0206
 OE0206  NGVD 29 (??/??/92)  493.143  (m)         1617.92   (f) ADJ UNCH    2 0
 OE0206
 OE0206.Superseded values are not recommended for survey control.
 OE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0206.See file dsdata.txt to determine how the superseded data were derived.
 OE0206
 OE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN505718(NAD 83)
 OE0206_MARKER: DB = BENCH MARK DISK
 OE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0206_STAMPING: C 322 1942
 OE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0206+STABILITY: SURFACE MOTION
 OE0206
 OE0206  HISTORY     - Date     Condition        Report By
 OE0206  HISTORY     - 1942     MONUMENTED       CGS
 OE0206
 OE0206                          STATION DESCRIPTION
 OE0206
 OE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0206'4.8 MI N FROM GLOVERSVILLE.
 OE0206'4.8 MILES NORTH ALONG STATE HIGHWAY 309 FROM THE FIRST M.E. CHURCH AT
 OE0206'GLOVERSVILLE, AT A T INTERSECTION OF THE HIGHWAY AND A DIRT ROAD
 OE0206'LEADING EAST, 34 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 31
 OE0206'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET WEST OF A
 OE0206'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0186 ***********************************************************************
 OE0186  DESIGNATION -  C 323
 OE0186  PID         -  OE0186
 OE0186  STATE/COUNTY-  NY/FULTON
 OE0186  USGS QUAD   -  CAROGA LAKE (1970)
 OE0186
 OE0186                         *CURRENT SURVEY CONTROL
 OE0186  ___________________________________________________________________
 OE0186* NAD 83(1986)-  43 09 48.     (N)    074 24 58.     (W)     SCALED    
 OE0186* NAVD 88     -       497.156  (meters)    1631.09   (feet)  ADJUSTED  
 OE0186  ___________________________________________________________________
 OE0186  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 OE0186  DYNAMIC HT  -         497.016 (meters)    1630.63  (feet)  COMP
 OE0186  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 OE0186
 OE0186  VERT ORDER  -  SECOND    CLASS 0
 OE0186
 OE0186.The horizontal coordinates were scaled from a topographic map and have
 OE0186.an estimated accuracy of +/- 6 seconds.
 OE0186
 OE0186.The orthometric height was determined by differential leveling
 OE0186.and adjusted by the National Geodetic Survey in June 1991..
 OE0186
 OE0186.The geoid height was determined by GEOID03.
 OE0186
 OE0186.The dynamic height is computed by dividing the NAVD 88
 OE0186.geopotential number by the normal gravity value computed on the
 OE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0186.degrees latitude (g = 980.6199 gals.).
 OE0186
 OE0186.The modeled gravity was interpolated from observed gravity values.
 OE0186
 OE0186;                    North         East    Units  Estimated Accuracy
 OE0186;SPC NY E     -   480,820.      156,820.      MT  (+/- 180 meters Scaled)
 OE0186
 OE0186                          SUPERSEDED SURVEY CONTROL
 OE0186
 OE0186  NGVD 29 (??/??/92)  497.287  (m)         1631.52   (f) ADJ UNCH    2 0
 OE0186
 OE0186.Superseded values are not recommended for survey control.
 OE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0186.See file dsdata.txt to determine how the superseded data were derived.
 OE0186
 OE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN474791(NAD 83)
 OE0186_MARKER: DB = BENCH MARK DISK
 OE0186_SETTING: 80 = SET IN A BOULDER
 OE0186_SP_SET: BOULDER
 OE0186_STAMPING: C 323 1942
 OE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0186+STABILITY: SURFACE MOTION
 OE0186
 OE0186  HISTORY     - Date     Condition        Report By
 OE0186  HISTORY     - 1942     MONUMENTED       CGS
 OE0186
 OE0186                          STATION DESCRIPTION
 OE0186
 OE0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0186'4.1 MI NE FROM CAROGA LAKE.
 OE0186'ABOUT 0.2 MILE NORTH ALONG HIGHWAY NO. 10 FROM THE VROOMANS HOTEL AT
 OE0186'CAROGA LAKE, THENCE ABOUT 3.9 MILES NORTHEAST ALONG A SURFACED COUNTY
 OE0186'ROAD, 42.5 FEET NORTHWEST OF A TRIANGLE-BLAZED 8-INCH BIRCH TREE, 40.5
 OE0186'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34.5 FEET NORTHEAST OF A
 OE0186'TRIANGLE-BLAZED 14-INCH MAPLE TREE, A U.S.C. AND G.S. DISK SET IN THE
 OE0186'TOP OF A LARGE BOULDER OUTCROP ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0018 ***********************************************************************
 KU0018  DESIGNATION -  C 324
 KU0018  PID         -  KU0018
 KU0018  STATE/COUNTY-  NY/SUFFOLK
 KU0018  USGS QUAD   -  SAG HARBOR (1956)
 KU0018
 KU0018                         *CURRENT SURVEY CONTROL
 KU0018  ___________________________________________________________________
 KU0018* NAD 83(1986)-  40 55 33.     (N)    072 20 01.     (W)     SCALED    
 KU0018* NAVD 88     -         3.801  (meters)      12.47   (feet)  ADJUSTED  
 KU0018  ___________________________________________________________________
 KU0018  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU0018  DYNAMIC HT  -           3.800 (meters)      12.47  (feet)  COMP
 KU0018  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 KU0018
 KU0018  VERT ORDER  -  SECOND    CLASS 0
 KU0018
 KU0018.The horizontal coordinates were scaled from a topographic map and have
 KU0018.an estimated accuracy of +/- 6 seconds.
 KU0018
 KU0018.The orthometric height was determined by differential leveling
 KU0018.and adjusted by the National Geodetic Survey in June 1991..
 KU0018
 KU0018.The geoid height was determined by GEOID03.
 KU0018
 KU0018.The dynamic height is computed by dividing the NAVD 88
 KU0018.geopotential number by the normal gravity value computed on the
 KU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0018.degrees latitude (g = 980.6199 gals.).
 KU0018
 KU0018.The modeled gravity was interpolated from observed gravity values.
 KU0018
 KU0018;                    North         East    Units  Estimated Accuracy
 KU0018;SPC NY L     -    85,640.      440,350.      MT  (+/- 180 meters Scaled)
 KU0018
 KU0018                          SUPERSEDED SURVEY CONTROL
 KU0018
 KU0018  NGVD 29 (??/??/92)    4.083  (m)           13.40   (f) ADJ UNCH    2 0
 KU0018
 KU0018.Superseded values are not recommended for survey control.
 KU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0018.See file dsdata.txt to determine how the superseded data were derived.
 KU0018
 KU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL245339(NAD 83)
 KU0018_MARKER: DB = BENCH MARK DISK
 KU0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0018_SP_SET: CULVERT
 KU0018_STAMPING: C 324 1943
 KU0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0018
 KU0018  HISTORY     - Date     Condition        Report By
 KU0018  HISTORY     - 1943     MONUMENTED       CGS
 KU0018  HISTORY     - 1958     GOOD             NGS
 KU0018  HISTORY     - 20010423 GOOD             USPSQD
 KU0018  HISTORY     - 20040423 GOOD             USPSQD
 KU0018
 KU0018                          STATION DESCRIPTION
 KU0018
 KU0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KU0018'1.9 MI SW FROM BRIDGEHAMPTON.
 KU0018'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 KU0018'AT BRIDGEHAMPTON, SUFFOLK COUNTY, 0.1 MILE SOUTHWEST OF A
 KU0018'BROWN-SHINGLE SCHOOL, AT A BOX CULVERT, IN THE WEST CORNER OF
 KU0018'THE SOUTH HEADWALL, 30 FEET SOUTH OF THE CENTERLINE OF THE
 KU0018'HIGHWAY, 1.2 FEET EAST OF THE WEST END OF THE HEADWALL, AND
 KU0018'LEVEL WITH THE HIGHWAY.
 KU0018
 KU0018                          STATION RECOVERY (1958)
 KU0018
 KU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KU0018'RECOVERED IN GOOD CONDITION.
 KU0018
 KU0018                          STATION RECOVERY (2001)
 KU0018
 KU0018'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU0018'RECOVERED IN GOOD CONDITION.
 KU0018
 KU0018                          STATION RECOVERY (2004)
 KU0018
 KU0018'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0049 ***********************************************************************
 KU0049  DESIGNATION -  C 325 RESET 1967
 KU0049  PID         -  KU0049
 KU0049  STATE/COUNTY-  NY/SUFFOLK
 KU0049  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU0049
 KU0049                         *CURRENT SURVEY CONTROL
 KU0049  ___________________________________________________________________
 KU0049* NAD 83(1986)-  40 59 41.     (N)    072 03 26.     (W)     SCALED    
 KU0049* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 KU0049  ___________________________________________________________________
 KU0049  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU0049
 KU0049  VERT ORDER  -  THIRD (See Below)
 KU0049
 KU0049.The horizontal coordinates were scaled from a topographic map and have
 KU0049.an estimated accuracy of +/- 6 seconds.
 KU0049
 KU0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0049.The vertical order pertains to the NGVD 29 superseded value.
 KU0049
 KU0049.The geoid height was determined by GEOID03.
 KU0049
 KU0049;                    North         East    Units  Estimated Accuracy
 KU0049;SPC NY L     -    93,770.      463,460.      MT  (+/- 180 meters Scaled)
 KU0049
 KU0049                          SUPERSEDED SURVEY CONTROL
 KU0049
 KU0049  NGVD 29 (??/??/??)    2.62   (m)            8.6    (f) RESET       3  
 KU0049
 KU0049.Superseded values are not recommended for survey control.
 KU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0049.See file dsdata.txt to determine how the superseded data were derived.
 KU0049
 KU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL475423(NAD 83)
 KU0049_MARKER: DB = BENCH MARK DISK
 KU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0049_STAMPING: C 325 RESET 1967
 KU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0049+STABILITY: SURFACE MOTION
 KU0049
 KU0049  HISTORY     - Date     Condition        Report By
 KU0049  HISTORY     - 1967     MONUMENTED       CGS
 KU0049
 KU0049                          STATION DESCRIPTION
 KU0049
 KU0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KU0049'7.2 MI SW FROM MONTAUK.
 KU0049'7.2 MILES SOUTHWEST ALONG THE MONTAUK HIGHWAY FROM THE POST
 KU0049'OFFICE AT MONTAUK, 0.9 MILE NORTHEAST OF BENCH MARK B 325, 2.25
 KU0049'MILES SOUTHWEST OF THE SOUTHWEST JUNCTION OF STATE HIGHWAY 27
 KU0049'AND MONTAUK HIGHWAY, AT THE T JUNCTION OF A PRIVATE ROAD LEADING
 KU0049'SOUTH, 70 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH
 KU0049'OF THE CENTER LINE OF THE HIGHWAY, 6.3 FEET SOUTHWEST OF POLE
 KU0049'143, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND SET
 KU0049'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 KU0049'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0350 ***********************************************************************
 LX0350  DESIGNATION -  C 327
 LX0350  PID         -  LX0350
 LX0350  STATE/COUNTY-  NY/SUFFOLK
 LX0350  USGS QUAD   -  NEW LONDON (1984)
 LX0350
 LX0350                         *CURRENT SURVEY CONTROL
 LX0350  ___________________________________________________________________
 LX0350* NAD 83(1986)-  41 15 32.     (N)    071 59 59.     (W)     SCALED    
 LX0350* LOCAL TIDAL -        12.825  (meters)      42.08   (feet)  ADJ UNCH  
 LX0350  ___________________________________________________________________
 LX0350  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LX0350
 LX0350  VERT ORDER  -  SECOND    CLASS 0
 LX0350
 LX0350.The horizontal coordinates were scaled from a topographic map and have
 LX0350.an estimated accuracy of +/- 6 seconds.
 LX0350
 LX0350.The orthometric height was key entered from printed documents
 LX0350.and not key verified.
 LX0350
 LX0350.The geoid height was determined by GEOID03.
 LX0350
 LX0350;                    North         East    Units  Estimated Accuracy
 LX0350;SPC NY L     -   123,210.      467,620.      MT  (+/- 180 meters Scaled)
 LX0350
 LX0350                          SUPERSEDED SURVEY CONTROL
 LX0350
 LX0350.No superseded survey control is available for this station.
 LX0350
 LX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF486718(NAD 83)
 LX0350_MARKER: DB = BENCH MARK DISK
 LX0350_SETTING: 80 = SET IN A BOULDER
 LX0350_SP_SET: BOULDER
 LX0350_STAMPING: C 327 1943
 LX0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0350+STABILITY: SURFACE MOTION
 LX0350
 LX0350  HISTORY     - Date     Condition        Report By
 LX0350  HISTORY     - 1943     MONUMENTED       CGS
 LX0350
 LX0350                          STATION DESCRIPTION
 LX0350
 LX0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LX0350'1.3 MI NE FROM FISHERS ISLAND.
 LX0350'1.4 MILES NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LX0350'FISHERS ISLAND, SUFFOLK COUNTY, 175 FEET SOUTH OF A LARGE RED
 LX0350'BARN, AT A Y-ROAD JUNCTION, 44 FEET SOUTH OF THE CENTER LINE OF
 LX0350'THE NORTHEAST-AND-SOUTHWEST ROAD, 17 FEET SOUTHWEST OF THE
 LX0350'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 37.6 FEET EAST OF POLE
 LX0350'144 W, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED
 LX0350'C 327 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0753 ***********************************************************************
 KU0753  DESIGNATION -  C 328
 KU0753  PID         -  KU0753
 KU0753  STATE/COUNTY-  NY/SUFFOLK
 KU0753  USGS QUAD   -  PATCHOGUE (1967)
 KU0753
 KU0753                         *CURRENT SURVEY CONTROL
 KU0753  ___________________________________________________________________
 KU0753* NAD 83(1986)-  40 48 41.     (N)    073 04 04.     (W)     SCALED    
 KU0753* NAVD 88     -        31.247  (meters)     102.52   (feet)  ADJUSTED  
 KU0753  ___________________________________________________________________
 KU0753  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KU0753  DYNAMIC HT  -          31.235 (meters)     102.48  (feet)  COMP
 KU0753  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 KU0753
 KU0753  VERT ORDER  -  SECOND    CLASS 0
 KU0753
 KU0753.The horizontal coordinates were scaled from a topographic map and have
 KU0753.an estimated accuracy of +/- 6 seconds.
 KU0753
 KU0753.The orthometric height was determined by differential leveling
 KU0753.and adjusted by the National Geodetic Survey in June 1991..
 KU0753
 KU0753.The geoid height was determined by GEOID03.
 KU0753
 KU0753.The dynamic height is computed by dividing the NAVD 88
 KU0753.geopotential number by the normal gravity value computed on the
 KU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0753.degrees latitude (g = 980.6199 gals.).
 KU0753
 KU0753.The modeled gravity was interpolated from observed gravity values.
 KU0753
 KU0753;                    North         East    Units  Estimated Accuracy
 KU0753;SPC NY L     -    72,010.      378,650.      MT  (+/- 180 meters Scaled)
 KU0753
 KU0753                          SUPERSEDED SURVEY CONTROL
 KU0753
 KU0753  NGVD 29 (??/??/92)   31.567  (m)          103.57   (f) ADJ UNCH    2 0
 KU0753
 KU0753.Superseded values are not recommended for survey control.
 KU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0753.See file dsdata.txt to determine how the superseded data were derived.
 KU0753
 KU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL629196(NAD 83)
 KU0753_MARKER: DB = BENCH MARK DISK
 KU0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0753_STAMPING: C 328 1949
 KU0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0753+STABILITY: SURFACE MOTION
 KU0753
 KU0753  HISTORY     - Date     Condition        Report By
 KU0753  HISTORY     - 1949     MONUMENTED       CGS
 KU0753  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0753
 KU0753                          STATION DESCRIPTION
 KU0753
 KU0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0753'1.2 MI W FROM HOLTSVILLE.
 KU0753'ABOUT 1.25 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0753'STATION AT HOLTSVILLE, ABOUT 0.4 MILE WEST OF MILE POST 51, ABOUT
 KU0753'0.7 MILE EAST OF THE STATION HOLBROOK, 53.8 FEET EAST-SOUTHEAST
 KU0753'OF TELEPHONE POLE NYT 1084, 72.7 FEET SOUTH OF THE SOUTH RAIL,
 KU0753'46.2 FEET SOUTH OF THE SOUTHEAST CORNER OF SIGNAL BLOCK 506, 9.4
 KU0753'FEET SOUTH OF THE CENTER LINE OF DIM ROAD PARALLEL TO THE TRACK
 KU0753'8 FEET SOUTHEAST OF A FIVE SMALL PRONGED OAK TREE, 2 FEET WEST
 KU0753'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 KU0753'THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KU0753'GROUND.
 KU0753
 KU0753                          STATION RECOVERY (1995)
 KU0753
 KU0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0753'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0255 ***********************************************************************
 KU0255  DESIGNATION -  C 329
 KU0255  PID         -  KU0255
 KU0255  STATE/COUNTY-  NY/SUFFOLK
 KU0255  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0255
 KU0255                         *CURRENT SURVEY CONTROL
 KU0255  ___________________________________________________________________
 KU0255* NAD 83(1986)-  40 56 11.     (N)    072 53 45.     (W)     SCALED    
 KU0255* NAVD 88     -        37.431  (meters)     122.80   (feet)  ADJUSTED  
 KU0255  ___________________________________________________________________
 KU0255  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU0255  DYNAMIC HT  -          37.417 (meters)     122.76  (feet)  COMP
 KU0255  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 KU0255
 KU0255  VERT ORDER  -  SECOND    CLASS 0
 KU0255
 KU0255.The horizontal coordinates were scaled from a topographic map and have
 KU0255.an estimated accuracy of +/- 6 seconds.
 KU0255
 KU0255.The orthometric height was determined by differential leveling
 KU0255.and adjusted by the National Geodetic Survey in June 1991..
 KU0255
 KU0255.The geoid height was determined by GEOID03.
 KU0255
 KU0255.The dynamic height is computed by dividing the NAVD 88
 KU0255.geopotential number by the normal gravity value computed on the
 KU0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0255.degrees latitude (g = 980.6199 gals.).
 KU0255
 KU0255.The modeled gravity was interpolated from observed gravity values.
 KU0255
 KU0255;                    North         East    Units  Estimated Accuracy
 KU0255;SPC NY L     -    86,060.      392,990.      MT  (+/- 180 meters Scaled)
 KU0255
 KU0255                          SUPERSEDED SURVEY CONTROL
 KU0255
 KU0255  NGVD 29 (??/??/92)   37.730  (m)          123.79   (f) ADJ UNCH    2 0
 KU0255
 KU0255.Superseded values are not recommended for survey control.
 KU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0255.See file dsdata.txt to determine how the superseded data were derived.
 KU0255
 KU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL771338(NAD 83)
 KU0255_MARKER: DB = BENCH MARK DISK
 KU0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0255_STAMPING: C 329 1949
 KU0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0255+STABILITY: SURFACE MOTION
 KU0255
 KU0255  HISTORY     - Date     Condition        Report By
 KU0255  HISTORY     - 1949     MONUMENTED       CGS
 KU0255  HISTORY     - 1950     GOOD             NGS
 KU0255
 KU0255                          STATION DESCRIPTION
 KU0255
 KU0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0255'1 MI S FROM SHOREHAM.
 KU0255'ABOUT 0.95 MILE SOUTH ALONG RANDALL ROAD FROM ITS INTERSECTION
 KU0255'WITH STATE HIGHWAY 25 AT SHOREHAM, AT THE JUNCTION OF A PAVED
 KU0255'ROAD EAST, AT THE SOUTHWEST CORNER OF A LARGE CULTIVATED FIELD,
 KU0255'28.5 FEET EAST OF THE CENTER LINE OF RANDALL ROAD, 28 FEET SOUTH
 KU0255'OF THE CENTER LINE OF THE PAVED ROAD EAST, 8.4 FEET SOUTHEAST
 KU0255'OF TELEPHONE POLE LIL 33, 2 FEET NORTHEAST OF A WHITE WOODEN
 KU0255'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 KU0255'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0921 ***********************************************************************
 MZ0921  DESIGNATION -  C 33
 MZ0921  PID         -  MZ0921
 MZ0921  STATE/COUNTY-  NY/SCHENECTADY
 MZ0921  USGS QUAD   -  SCHENECTADY (1980)
 MZ0921
 MZ0921                         *CURRENT SURVEY CONTROL
 MZ0921  ___________________________________________________________________
 MZ0921* NAD 83(1986)-  42 48 52.     (N)    073 56 20.     (W)     SCALED    
 MZ0921* NAVD 88     -        74.123  (meters)     243.19   (feet)  ADJUSTED  
 MZ0921  ___________________________________________________________________
 MZ0921  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ0921  DYNAMIC HT  -          74.102 (meters)     243.12  (feet)  COMP
 MZ0921  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 MZ0921
 MZ0921  VERT ORDER  -  FIRST     CLASS II
 MZ0921
 MZ0921.The horizontal coordinates were scaled from a topographic map and have
 MZ0921.an estimated accuracy of +/- 6 seconds.
 MZ0921
 MZ0921.The orthometric height was determined by differential leveling
 MZ0921.and adjusted by the National Geodetic Survey in June 1991..
 MZ0921.WARNING-Repeat measurements at this control monument indicate possible
 MZ0921.vertical movement.
 MZ0921
 MZ0921.The geoid height was determined by GEOID03.
 MZ0921
 MZ0921.The dynamic height is computed by dividing the NAVD 88
 MZ0921.geopotential number by the normal gravity value computed on the
 MZ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0921.degrees latitude (g = 980.6199 gals.).
 MZ0921
 MZ0921.The modeled gravity was interpolated from observed gravity values.
 MZ0921
 MZ0921;                    North         East    Units  Estimated Accuracy
 MZ0921;SPC NY E     -   442,210.      195,890.      MT  (+/- 180 meters Scaled)
 MZ0921
 MZ0921                          SUPERSEDED SURVEY CONTROL
 MZ0921
 MZ0921  NGVD 29 (??/??/92)   74.289  (m)          243.73   (f) ADJ UNCH    1 2
 MZ0921
 MZ0921.Superseded values are not recommended for survey control.
 MZ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0921.See file dsdata.txt to determine how the superseded data were derived.
 MZ0921
 MZ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN867407(NAD 83)
 MZ0921_MARKER: DB = BENCH MARK DISK
 MZ0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0921_SP_SET: WALL
 MZ0921_MARK LOGO: CGS   
 MZ0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0921
 MZ0921  HISTORY     - Date     Condition        Report By
 MZ0921  HISTORY     - UNK      MONUMENTED       CGS
 MZ0921  HISTORY     - 1931     GOOD             NGS
 MZ0921  HISTORY     - 1981     GOOD             NGS
 MZ0921
 MZ0921                          STATION DESCRIPTION
 MZ0921
 MZ0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0921'AT SCHENECTADY.
 MZ0921'IN COPING OF LOW CONCRETE WALL, JUST NORTH OF JAY STREET ENTRANCE OF
 MZ0921'CITY HALL. 5 FEET NORTH OF DOOR TO BUREAU OF FIRE ALARM ROOM.
 MZ0921
 MZ0921                          STATION RECOVERY (1981)
 MZ0921
 MZ0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MZ0921'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MZ0921'IN SCHENECTADY, AT THE INTERSECTION OF JAY AND LIBERTY STREETS, THE
 MZ0921'MARK IS ON THE NORTHEAST SIDE OF THE JAY STREET ENTRANCE STEPS OF CITY
 MZ0921'HALL AT THE CREDIT UNION ENTRANCE OF THE BUILDING, IN TOP OF THE
 MZ0921'SOUTHEAST END OF A STONE BLOCK SIDEWALK RETAINING WALL WITH AN IRON
 MZ0921'GUARDRAIL, 24.38 METERS (80.0 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF
 MZ0921'LIBERTY STREET, 19.66 METERS (64.5 FEET) SOUTHEAST OF THE SOUTHEAST
 MZ0921'CURB OF JAY STREET, 1.67 METERS (5.5 FEET) NORTHEAST OF THE CENTER OF
 MZ0921'THE ENTRANCE DOOR OF THE CREDIT UNION, 0.15 METER (0.5 FOOT) SOUTHWEST
 MZ0921'OF THE IRON GUARDRAIL OF THE RETAINING WALL.
 MZ0921'THE MARK IS 0.91 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0610 ***********************************************************************
 KU0610  DESIGNATION -  C 330
 KU0610  PID         -  KU0610
 KU0610  STATE/COUNTY-  NY/SUFFOLK
 KU0610  USGS QUAD   -  GREENLAWN (1979)
 KU0610
 KU0610                         *CURRENT SURVEY CONTROL
 KU0610  ___________________________________________________________________
 KU0610* NAD 83(1986)-  40 45 41.     (N)    073 19 41.     (W)     SCALED    
 KU0610* NAVD 88     -        22.542  (meters)      73.96   (feet)  ADJUSTED  
 KU0610  ___________________________________________________________________
 KU0610  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU0610  DYNAMIC HT  -          22.534 (meters)      73.93  (feet)  COMP
 KU0610  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 KU0610
 KU0610  VERT ORDER  -  SECOND    CLASS 0
 KU0610
 KU0610.The horizontal coordinates were scaled from a topographic map and have
 KU0610.an estimated accuracy of +/- 6 seconds.
 KU0610
 KU0610.The orthometric height was determined by differential leveling
 KU0610.and adjusted by the National Geodetic Survey in June 1991..
 KU0610
 KU0610.The geoid height was determined by GEOID03.
 KU0610
 KU0610.The dynamic height is computed by dividing the NAVD 88
 KU0610.geopotential number by the normal gravity value computed on the
 KU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0610.degrees latitude (g = 980.6199 gals.).
 KU0610
 KU0610.The modeled gravity was interpolated from observed gravity values.
 KU0610
 KU0610;                    North         East    Units  Estimated Accuracy
 KU0610;SPC NY L     -    66,260.      356,740.      MT  (+/- 180 meters Scaled)
 KU0610
 KU0610                          SUPERSEDED SURVEY CONTROL
 KU0610
 KU0610  NGVD 29 (??/??/92)   22.889  (m)           75.09   (f) ADJ UNCH    2 0
 KU0610
 KU0610.Superseded values are not recommended for survey control.
 KU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0610.See file dsdata.txt to determine how the superseded data were derived.
 KU0610
 KU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL411136(NAD 83)
 KU0610_MARKER: DB = BENCH MARK DISK
 KU0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0610_STAMPING: C 330 1950
 KU0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0610+STABILITY: SURFACE MOTION
 KU0610
 KU0610  HISTORY     - Date     Condition        Report By
 KU0610  HISTORY     - 1950     MONUMENTED       CGS
 KU0610
 KU0610                          STATION DESCRIPTION
 KU0610
 KU0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0610'AT DEER PARK.
 KU0610'AT DEER PARK, AT THE JUNCTION OF CONKLIN STREET AND LONG ISLAND
 KU0610'AVENUE, ABOUT 150 YARDS WEST OF THE LONG ISLAND RAILROAD STATION
 KU0610'AT DEER PARK, 24.4 FEET NORTHWEST OF THE CENTER LINE OF LONG
 KU0610'ISLAND AVENUE, 24 FEET NORTHEAST OF THE CENTER LINE OF CONKLIN
 KU0610'STREET, 8.2 FEET NORTH OF TELEPHONE POLE NYT 3, 2 FEET SOUTHEAST
 KU0610'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 KU0610'OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0610'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0611 ***********************************************************************
 KU0611  DESIGNATION -  C 330 RESET 1959
 KU0611  PID         -  KU0611
 KU0611  STATE/COUNTY-  NY/SUFFOLK
 KU0611  USGS QUAD   -  GREENLAWN (1979)
 KU0611
 KU0611                         *CURRENT SURVEY CONTROL
 KU0611  ___________________________________________________________________
 KU0611* NAD 83(1986)-  40 45 41.     (N)    073 19 41.     (W)     SCALED    
 KU0611* NAVD 88     -        22.36   (+/-2cm)      73.4    (feet)  VERTCON   
 KU0611  ___________________________________________________________________
 KU0611  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU0611
 KU0611  VERT ORDER  -  THIRD (See Below)
 KU0611
 KU0611.The horizontal coordinates were scaled from a topographic map and have
 KU0611.an estimated accuracy of +/- 6 seconds.
 KU0611
 KU0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0611.The vertical order pertains to the NGVD 29 superseded value.
 KU0611
 KU0611.The geoid height was determined by GEOID03.
 KU0611
 KU0611;                    North         East    Units  Estimated Accuracy
 KU0611;SPC NY L     -    66,260.      356,740.      MT  (+/- 180 meters Scaled)
 KU0611
 KU0611                          SUPERSEDED SURVEY CONTROL
 KU0611
 KU0611  NGVD 29 (??/??/??)   22.71   (m)           74.5    (f) RESET       3  
 KU0611
 KU0611.Superseded values are not recommended for survey control.
 KU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0611.See file dsdata.txt to determine how the superseded data were derived.
 KU0611
 KU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL411136(NAD 83)
 KU0611_MARKER: DB = BENCH MARK DISK
 KU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0611_STAMPING: C 330 RESET 1959
 KU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0611+STABILITY: SURFACE MOTION
 KU0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0611+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2000
 KU0611
 KU0611  HISTORY     - Date     Condition        Report By
 KU0611  HISTORY     - 1959     MONUMENTED       CGS
 KU0611  HISTORY     - 1985     GOOD             USPSQD
 KU0611  HISTORY     - 20000521 GOOD             LOCENG
 KU0611  HISTORY     - 20031002 GOOD             USPSQD
 KU0611
 KU0611                          STATION DESCRIPTION
 KU0611
 KU0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KU0611'AT DEER PARK.
 KU0611'THE MARK IS LOCATED AT DEER PARK, 163 YARDS WEST OF THE LONG
 KU0611'ISLAND RAILRAOD STATION, AT THE JUNCTION OF CONKLIN STREET AND
 KU0611'LONG ISLAND AVENUE, 30 FEET NORTHWEST OF THE CENTERLINE OF
 KU0611'THE AVENUE, AND 16.5 FEET WEST OF THE CENTERLINE OF CONKLIN
 KU0611'STREET, 2.5 FEET WEST OF THE CURB AND 15 FEET NORTHWEST OF THE
 KU0611'CURB OF THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KU0611'IS LEVEL WITH THE GROUND.
 KU0611
 KU0611                          STATION RECOVERY (1985)
 KU0611
 KU0611'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0611'RECOVERED IN GOOD CONDITION.
 KU0611
 KU0611                          STATION RECOVERY (2000)
 KU0611
 KU0611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU0611'THE NEW LIRR PASSENGER STATION IS LOCATED APPROX. 3 MI TO THE EAST
 KU0611'(THE OLD STATION BUILDING REMAINS AS A LIRR SIGNAL AND COMMUNICATIONS
 KU0611'MAINTENANCE FACILITY). USE WITH CAUTION AS THE MARK IS NOT PROTECTED
 KU0611'FROM VEHICLE TRAFFIC, AND MAY HAVE BEEN DEPRESSED BY VEHICLES PARKING
 KU0611'ON IT.
 KU0611
 KU0611                          STATION RECOVERY (2003)
 KU0611
 KU0611'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0181 ***********************************************************************
 KU0181  DESIGNATION -  C 331
 KU0181  PID         -  KU0181
 KU0181  STATE/COUNTY-  NY/SUFFOLK
 KU0181  USGS QUAD   -  MORICHES (1967)
 KU0181
 KU0181                         *CURRENT SURVEY CONTROL
 KU0181  ___________________________________________________________________
 KU0181* NAD 83(1986)-  40 48 05.     (N)    072 50 26.     (W)     SCALED    
 KU0181* NAVD 88     -         9.427  (meters)      30.93   (feet)  ADJUSTED  
 KU0181  ___________________________________________________________________
 KU0181  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU0181  DYNAMIC HT  -           9.423 (meters)      30.92  (feet)  COMP
 KU0181  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 KU0181
 KU0181  VERT ORDER  -  SECOND    CLASS 0
 KU0181
 KU0181.The horizontal coordinates were scaled from a topographic map and have
 KU0181.an estimated accuracy of +/- 6 seconds.
 KU0181
 KU0181.The orthometric height was determined by differential leveling
 KU0181.and adjusted by the National Geodetic Survey in June 1991..
 KU0181
 KU0181.The geoid height was determined by GEOID03.
 KU0181
 KU0181.The dynamic height is computed by dividing the NAVD 88
 KU0181.geopotential number by the normal gravity value computed on the
 KU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0181.degrees latitude (g = 980.6199 gals.).
 KU0181
 KU0181.The modeled gravity was interpolated from observed gravity values.
 KU0181
 KU0181;                    North         East    Units  Estimated Accuracy
 KU0181;SPC NY L     -    71,130.      397,840.      MT  (+/- 180 meters Scaled)
 KU0181
 KU0181                          SUPERSEDED SURVEY CONTROL
 KU0181
 KU0181.No superseded survey control is available for this station.
 KU0181
 KU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL821189(NAD 83)
 KU0181_MARKER: DB = BENCH MARK DISK
 KU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0181_STAMPING: C 331 1950
 KU0181_MARK LOGO: CGS   
 KU0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0181+STABILITY: SURFACE MOTION
 KU0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0181+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2000
 KU0181
 KU0181  HISTORY     - Date     Condition        Report By
 KU0181  HISTORY     - 1950     MONUMENTED       CGS
 KU0181  HISTORY     - 1956     GOOD             NGS
 KU0181  HISTORY     - 1987     GOOD             USPSQD
 KU0181  HISTORY     - 20001115 GOOD             NGS
 KU0181
 KU0181                          STATION DESCRIPTION
 KU0181
 KU0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0181'AT MASTIC.
 KU0181'AT MASTIC, AT THE LONG ISLAND RAILROAD STATION, AT THE ROAD
 KU0181'CROSSING ABOUT 35 YARDS WEST OF THE STATION, ABOUT 0.1 MILE
 KU0181'WEST OF MILE POST 63, 30.7 FEET NORTH OF THE NORTH RAIL OF
 KU0181'MAIN TRACK, 28.7 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 KU0181'EAST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST ABOUT
 KU0181'3 INCHES BELOW THE LEVEL OF GROUND.
 KU0181
 KU0181                          STATION RECOVERY (1987)
 KU0181
 KU0181'RECOVERY NOTE BY US POWER SQUADRON 1987 (JK)
 KU0181'RECOVERED IN GOOD CONDITION.
 KU0181
 KU0181                          STATION RECOVERY (2000)
 KU0181
 KU0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 KU0181'IN MASTIC, AT THE INTERSECTION OF MASTIC ROAD AND THE LONG ISLAND
 KU0181'RAILROAD, 9.4 M (30.8 FT) WEST OF THE ROAD CENTERLINE, 9.3 M (30.5 FT)
 KU0181'NORTH OF THE NEAR RAIL, 1.6 M (5.2 FT) SOUTHWEST OF A UTILITY POLE
 KU0181'WITH A TRANSFORMER, 1.4 M (4.6 FT) WEST OF UTILITY POLE WITH A METER,
 KU0181'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH
 KU0181'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE ROAD
 KU0181'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0590 ***********************************************************************
 KU0590  DESIGNATION -  C 332
 KU0590  PID         -  KU0590
 KU0590  STATE/COUNTY-  NY/SUFFOLK
 KU0590  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU0590
 KU0590                         *CURRENT SURVEY CONTROL
 KU0590  ___________________________________________________________________
 KU0590* NAD 83(1986)-  40 50 58.     (N)    073 13 39.     (W)     SCALED    
 KU0590* NAVD 88     -         8.544  (meters)      28.03   (feet)  ADJUSTED  
 KU0590  ___________________________________________________________________
 KU0590  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 KU0590  DYNAMIC HT  -           8.541 (meters)      28.02  (feet)  COMP
 KU0590  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 KU0590
 KU0590  VERT ORDER  -  SECOND    CLASS 0
 KU0590
 KU0590.The horizontal coordinates were scaled from a topographic map and have
 KU0590.an estimated accuracy of +/- 6 seconds.
 KU0590
 KU0590.The orthometric height was determined by differential leveling
 KU0590.and adjusted by the National Geodetic Survey in June 1991..
 KU0590
 KU0590.The geoid height was determined by GEOID03.
 KU0590
 KU0590.The dynamic height is computed by dividing the NAVD 88
 KU0590.geopotential number by the normal gravity value computed on the
 KU0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0590.degrees latitude (g = 980.6199 gals.).
 KU0590
 KU0590.The modeled gravity was interpolated from observed gravity values.
 KU0590
 KU0590;                    North         East    Units  Estimated Accuracy
 KU0590;SPC NY L     -    76,110.      365,140.      MT  (+/- 180 meters Scaled)
 KU0590
 KU0590                          SUPERSEDED SURVEY CONTROL
 KU0590
 KU0590  NGVD 29 (??/??/92)    8.869  (m)           29.10   (f) ADJ UNCH    2 0
 KU0590
 KU0590.Superseded values are not recommended for survey control.
 KU0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0590.See file dsdata.txt to determine how the superseded data were derived.
 KU0590
 KU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL494235(NAD 83)
 KU0590_MARKER: DB = BENCH MARK DISK
 KU0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0590_SP_SET: CULVERT
 KU0590_STAMPING: C 332 1950
 KU0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0590
 KU0590  HISTORY     - Date     Condition        Report By
 KU0590  HISTORY     - 1950     MONUMENTED       CGS
 KU0590  HISTORY     - 20020220 MARK NOT FOUND   SEAR
 KU0590
 KU0590                          STATION DESCRIPTION
 KU0590
 KU0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0590'1.2 MI SW FROM SMITHTOWN.
 KU0590'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 KU0590'AT SMITHTOWN, SUFFOLK COUNTY, AT THE JUNCTION OF OLD WILLETTS
 KU0590'PATH LEADING SOUTHWEST, ACROSS THE HIGHWAY FROM THE ENTRANCE
 KU0590'TO THE PATH, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KU0590'4.5 FEET EAST OF TELEPHONE POLE NYT 1545 S, AT A 6-FOOT CONCRETE
 KU0590'CULVERT WHICH FORMS PART OF A SLUICEWAY FOR A SMALL LAKE ON THE
 KU0590'NORTH SIDE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH
 KU0590'HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 KU0590'C 332 1950.
 KU0590
 KU0590                          STATION RECOVERY (2002)
 KU0590
 KU0590'RECOVERY NOTE BY SEAR-BROWN 2002 (SFM)
 KU0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0614 ***********************************************************************
 KU0614  DESIGNATION -  C 333
 KU0614  PID         -  KU0614
 KU0614  STATE/COUNTY-  NY/SUFFOLK
 KU0614  USGS QUAD   -  GREENLAWN (1979)
 KU0614
 KU0614                         *CURRENT SURVEY CONTROL
 KU0614  ___________________________________________________________________
 KU0614* NAD 83(1986)-  40 46 27.     (N)    073 16 17.     (W)     SCALED    
 KU0614* NAVD 88     -        28.767  (meters)      94.38   (feet)  ADJUSTED  
 KU0614  ___________________________________________________________________
 KU0614  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU0614  DYNAMIC HT  -          28.756 (meters)      94.34  (feet)  COMP
 KU0614  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 KU0614
 KU0614  VERT ORDER  -  SECOND    CLASS 0
 KU0614
 KU0614.The horizontal coordinates were scaled from a topographic map and have
 KU0614.an estimated accuracy of +/- 6 seconds.
 KU0614
 KU0614.The orthometric height was determined by differential leveling
 KU0614.and adjusted by the National Geodetic Survey in June 1991..
 KU0614
 KU0614.The geoid height was determined by GEOID03.
 KU0614
 KU0614.The dynamic height is computed by dividing the NAVD 88
 KU0614.geopotential number by the normal gravity value computed on the
 KU0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0614.degrees latitude (g = 980.6199 gals.).
 KU0614
 KU0614.The modeled gravity was interpolated from observed gravity values.
 KU0614
 KU0614;                    North         East    Units  Estimated Accuracy
 KU0614;SPC NY L     -    67,720.      361,510.      MT  (+/- 180 meters Scaled)
 KU0614
 KU0614                          SUPERSEDED SURVEY CONTROL
 KU0614
 KU0614  NGVD 29 (??/??/92)   29.110  (m)           95.51   (f) ADJ UNCH    2 0
 KU0614
 KU0614.Superseded values are not recommended for survey control.
 KU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0614.See file dsdata.txt to determine how the superseded data were derived.
 KU0614
 KU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL458151(NAD 83)
 KU0614_MARKER: DB = BENCH MARK DISK
 KU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0614_STAMPING: C 333 1950
 KU0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0614+STABILITY: SURFACE MOTION
 KU0614
 KU0614  HISTORY     - Date     Condition        Report By
 KU0614  HISTORY     - 1950     MONUMENTED       CGS
 KU0614  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0614  HISTORY     - 20060628 MARK NOT FOUND   NYDT
 KU0614
 KU0614                          STATION DESCRIPTION
 KU0614
 KU0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0614'1.4 MI SW FROM BRENTWOOD.
 KU0614'1.35 MILES SOUTHWEST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0614'RAILROAD STATION AT BRENTWOOD, 0.25 MILE NORTHEAST OF A TRAIN
 KU0614'STOP NAMED PINEAIRE, 210 FEET (PACED) NORTHEAST OF THE NORTHEAST
 KU0614'CORNER OF A PRIVATE HOME COVERED WITH RED IMITATION BRICK, 25.3
 KU0614'FEET SOUTHEAST OF THE SOUTH RAIL OF THE TRACK, 22.2 FEET
 KU0614'WEST OF A RAILROAD CALL BOX, 3.6 FEET WEST OF A WHITE WOODEN
 KU0614'WITNESS POST AND ABOUT LEVEL WITH THE TRACK, SET IN THE TOP
 KU0614'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- BM C 333 IS
 KU0614'1.05 MILES NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM BM
 KU0614'B 333.
 KU0614
 KU0614                          STATION RECOVERY (1985)
 KU0614
 KU0614'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0614'MARK NOT FOUND.
 KU0614
 KU0614                          STATION RECOVERY (2006)
 KU0614
 KU0614'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0275 ***********************************************************************
 KU0275  DESIGNATION -  C 334
 KU0275  PID         -  KU0275
 KU0275  STATE/COUNTY-  NY/SUFFOLK
 KU0275  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0275
 KU0275                         *CURRENT SURVEY CONTROL
 KU0275  ___________________________________________________________________
 KU0275* NAD 83(1986)-  40 54 52.     (N)    072 57 58.     (W)     SCALED    
 KU0275* NAVD 88     -        27.932  (meters)      91.64   (feet)  ADJUSTED  
 KU0275  ___________________________________________________________________
 KU0275  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 KU0275  DYNAMIC HT  -          27.922 (meters)      91.61  (feet)  COMP
 KU0275  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 KU0275
 KU0275  VERT ORDER  -  SECOND    CLASS 0
 KU0275
 KU0275.The horizontal coordinates were scaled from a topographic map and have
 KU0275.an estimated accuracy of +/- 6 seconds.
 KU0275
 KU0275.The orthometric height was determined by differential leveling
 KU0275.and adjusted by the National Geodetic Survey in June 1991..
 KU0275
 KU0275.The geoid height was determined by GEOID03.
 KU0275
 KU0275.The dynamic height is computed by dividing the NAVD 88
 KU0275.geopotential number by the normal gravity value computed on the
 KU0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0275.degrees latitude (g = 980.6199 gals.).
 KU0275
 KU0275.The modeled gravity was interpolated from observed gravity values.
 KU0275
 KU0275;                    North         East    Units  Estimated Accuracy
 KU0275;SPC NY L     -    83,550.      387,100.      MT  (+/- 180 meters Scaled)
 KU0275
 KU0275                          SUPERSEDED SURVEY CONTROL
 KU0275
 KU0275  NGVD 29 (??/??/92)   28.238  (m)           92.64   (f) ADJ UNCH    2 0
 KU0275
 KU0275.Superseded values are not recommended for survey control.
 KU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0275.See file dsdata.txt to determine how the superseded data were derived.
 KU0275
 KU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL712312(NAD 83)
 KU0275_MARKER: DB = BENCH MARK DISK
 KU0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0275_STAMPING: C 334 1950
 KU0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0275+STABILITY: SURFACE MOTION
 KU0275
 KU0275  HISTORY     - Date     Condition        Report By
 KU0275  HISTORY     - 1950     MONUMENTED       CGS
 KU0275  HISTORY     - 1965     GOOD             NGS
 KU0275  HISTORY     - 19961113 GOOD             USPSQD
 KU0275
 KU0275                          STATION DESCRIPTION
 KU0275
 KU0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0275'3.6 MI SE FROM MILLER PLACE.
 KU0275'3.6 MILES SOUTHEAST ALONG YAPHANK-MILLER PLACE ROAD FROM THE
 KU0275'GRADE SCHOOL AT MILLER PLACE, 0.35 MILES NORTHWEST ALONG
 KU0275'YAPHANK-MILLER PLACE ROAD FROM THE JUNCTION OF MAPLEWOOD AVENUE,
 KU0275'33.2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 KU0275'NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 KU0275'CONCRETE POST PROJECTING 1 INCH.  NOTE-- BM C 334 IS 0.85 MILE
 KU0275'NORTH ALONG YAPHANK-MILLER PLACE ROAD FROM BM B 334.
 KU0275
 KU0275                          STATION RECOVERY (1965)
 KU0275
 KU0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0275'RECOVERED IN GOOD CONDITION.
 KU0275
 KU0275                          STATION RECOVERY (1996)
 KU0275
 KU0275'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0351 ***********************************************************************
 KU0351  DESIGNATION -  C 335
 KU0351  PID         -  KU0351
 KU0351  STATE/COUNTY-  NY/SUFFOLK
 KU0351  USGS QUAD   -  MATTITUCK (1956)
 KU0351
 KU0351                         *CURRENT SURVEY CONTROL
 KU0351  ___________________________________________________________________
 KU0351* NAD 83(1986)-  40 58 22.     (N)    072 36 49.     (W)     SCALED    
 KU0351* NAVD 88     -        20.821  (meters)      68.31   (feet)  ADJUSTED  
 KU0351  ___________________________________________________________________
 KU0351  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU0351  DYNAMIC HT  -          20.813 (meters)      68.28  (feet)  COMP
 KU0351  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 KU0351
 KU0351  VERT ORDER  -  SECOND    CLASS 0
 KU0351
 KU0351.The horizontal coordinates were scaled from a topographic map and have
 KU0351.an estimated accuracy of +/- 6 seconds.
 KU0351
 KU0351.The orthometric height was determined by differential leveling
 KU0351.and adjusted by the National Geodetic Survey in June 1991..
 KU0351
 KU0351.The geoid height was determined by GEOID03.
 KU0351
 KU0351.The dynamic height is computed by dividing the NAVD 88
 KU0351.geopotential number by the normal gravity value computed on the
 KU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0351.degrees latitude (g = 980.6199 gals.).
 KU0351
 KU0351.The modeled gravity was interpolated from observed gravity values.
 KU0351
 KU0351;                    North         East    Units  Estimated Accuracy
 KU0351;SPC NY L     -    90,440.      416,690.      MT  (+/- 180 meters Scaled)
 KU0351
 KU0351                          SUPERSEDED SURVEY CONTROL
 KU0351
 KU0351  NGVD 29 (??/??/92)   21.109  (m)           69.26   (f) ADJ UNCH    2 0
 KU0351
 KU0351.Superseded values are not recommended for survey control.
 KU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0351.See file dsdata.txt to determine how the superseded data were derived.
 KU0351
 KU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL007384(NAD 83)
 KU0351_MARKER: DB = BENCH MARK DISK
 KU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0351_STAMPING: C 335 1950
 KU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0351+STABILITY: SURFACE MOTION
 KU0351
 KU0351  HISTORY     - Date     Condition        Report By
 KU0351  HISTORY     - 1950     MONUMENTED       CGS
 KU0351  HISTORY     - 1989     GOOD             USPSQD
 KU0351  HISTORY     - 1989     GOOD             USPSQD
 KU0351
 KU0351                          STATION DESCRIPTION
 KU0351
 KU0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0351'AT MATTITUCK.
 KU0351'0.05 MILE SOUTH ALONG LOVE LANE FROM THE POST OFFICE AT MATTITUCK,
 KU0351'SUFFOLK COUNTY, THENCE 4.5 MILES WEST ALONG SOUND AVENUE, 0.85
 KU0351'MILE NORTHEAST OF BENCH MARK B 335 DESCRIBED ABOVE, 21 FEET SOUTH
 KU0351'OF THE CENTERLINE OF THE AVENUE, 5 FEET SOUTHEAST OF TELEPHONE
 KU0351'POLE NYT 495, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 KU0351'ABOUT 2 FEET ABOVE THE LEVEL OF THE AVENUE.  A STANDARD DISK,
 KU0351'STAMPED C 335 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0351'2 INCHES ABOVE GROUND.
 KU0351
 KU0351                          STATION RECOVERY (1989)
 KU0351
 KU0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU0351'RECOVERED IN GOOD CONDITION.
 KU0351
 KU0351                          STATION RECOVERY (1989)
 KU0351
 KU0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (VKE)
 KU0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0283 ***********************************************************************
 LX0283  DESIGNATION -  C 336
 LX0283  PID         -  LX0283
 LX0283  STATE/COUNTY-  NY/SUFFOLK
 LX0283  USGS QUAD   -  GREENPORT (1956)
 LX0283
 LX0283                         *CURRENT SURVEY CONTROL
 LX0283  ___________________________________________________________________
 LX0283* NAD 83(1986)-  41 02 02.     (N)    072 18 48.     (W)     SCALED    
 LX0283* NAVD 88     -         6.822  (meters)      22.38   (feet)  ADJUSTED  
 LX0283  ___________________________________________________________________
 LX0283  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LX0283  DYNAMIC HT  -           6.820 (meters)      22.38  (feet)  COMP
 LX0283  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 LX0283
 LX0283  VERT ORDER  -  SECOND    CLASS 0
 LX0283
 LX0283.The horizontal coordinates were scaled from a topographic map and have
 LX0283.an estimated accuracy of +/- 6 seconds.
 LX0283
 LX0283.The orthometric height was determined by differential leveling
 LX0283.and adjusted by the National Geodetic Survey in June 1991..
 LX0283
 LX0283.The geoid height was determined by GEOID03.
 LX0283
 LX0283.The dynamic height is computed by dividing the NAVD 88
 LX0283.geopotential number by the normal gravity value computed on the
 LX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0283.degrees latitude (g = 980.6199 gals.).
 LX0283
 LX0283.The modeled gravity was interpolated from observed gravity values.
 LX0283
 LX0283;                    North         East    Units  Estimated Accuracy
 LX0283;SPC NY L     -    97,670.      441,830.      MT  (+/- 180 meters Scaled)
 LX0283
 LX0283                          SUPERSEDED SURVEY CONTROL
 LX0283
 LX0283  NGVD 29 (??/??/92)    7.106  (m)           23.31   (f) ADJ UNCH    2 0
 LX0283
 LX0283.Superseded values are not recommended for survey control.
 LX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0283.See file dsdata.txt to determine how the superseded data were derived.
 LX0283
 LX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL258459(NAD 83)
 LX0283_MARKER: DB = BENCH MARK DISK
 LX0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0283_STAMPING: C 336 1950
 LX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0283+STABILITY: SURFACE MOTION
 LX0283
 LX0283  HISTORY     - Date     Condition        Report By
 LX0283  HISTORY     - 1950     MONUMENTED       CGS
 LX0283
 LX0283                          STATION DESCRIPTION
 LX0283
 LX0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LX0283'2.8 MI NW FROM SAG HARBOR.
 LX0283'2.75 MILES NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE POST
 LX0283'OFFICE AT SAG HARBOR TO THE JUNCTION WITH A DIRT ROAD LEADING
 LX0283'EAST, 0.4 MILE SOUTH ALONG STATE HIGHWAY NO. 114 FROM THE SOUTH
 LX0283'FERRY SLIP FOR THE SOUTH FERRY TO SHELTER ISLAND, 20.3 FEET
 LX0283'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 22.8 FEET
 LX0283'EAST OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET NORTH OF POWER
 LX0283'LINE POLE LIL 19, 2.0 FEET SOUTH OF A WHITE WOODEN WITNESS POST
 LX0283'AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 LX0283'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1829 ***********************************************************************
 LX1829  DESIGNATION -  C 336 RESET
 LX1829  PID         -  LX1829
 LX1829  STATE/COUNTY-  NY/SUFFOLK
 LX1829  USGS QUAD   -  GREENPORT (1956)
 LX1829
 LX1829                         *CURRENT SURVEY CONTROL
 LX1829  ___________________________________________________________________
 LX1829* NAD 83(1986)-  41 02 02.     (N)    072 18 48.     (W)     SCALED    
 LX1829* NAVD 88     -         6.52   (meters)      21.4    (feet)  RESET     
 LX1829  ___________________________________________________________________
 LX1829  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LX1829
 LX1829  VERT ORDER  -  THIRD
 LX1829
 LX1829.The horizontal coordinates were scaled from a topographic map and have
 LX1829.an estimated accuracy of +/- 6 seconds.
 LX1829
 LX1829.The orthometric height was computed from unverified reset data.
 LX1829.No vertical observational check was made to the station.
 LX1829
 LX1829.The geoid height was determined by GEOID03.
 LX1829
 LX1829;                    North         East    Units  Estimated Accuracy
 LX1829;SPC NY L     -    97,670.      441,830.      MT  (+/- 180 meters Scaled)
 LX1829
 LX1829                          SUPERSEDED SURVEY CONTROL
 LX1829
 LX1829  NGVD 29 (09/01/04)    6.80   (m)           22.3    (f) RESET       3  
 LX1829
 LX1829.Superseded values are not recommended for survey control.
 LX1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1829.See file dsdata.txt to determine how the superseded data were derived.
 LX1829
 LX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL258459(NAD 83)
 LX1829_MARKER: DB = BENCH MARK DISK
 LX1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1829_STAMPING: C 336 RESET 1980
 LX1829_PROJECTION: FLUSH
 LX1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1829+STABILITY: SURFACE MOTION
 LX1829
 LX1829  HISTORY     - Date     Condition        Report By
 LX1829  HISTORY     - 1980     MONUMENTED       NGS
 LX1829
 LX1829                          STATION DESCRIPTION
 LX1829
 LX1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LX1829'2.7 MI NW FROM SAG HARBOR.
 LX1829'FROM THE FLAG POLE IN SAG HARBOR, GO NORTH ON STATE HIGHWAY 114
 LX1829'FOR 2.7 MILES TO THE MARK ON THE RIGHT, 74 FEET SOUTHWEST OF THE
 LX1829'SOUTHWEST CORNER OF A HOUSE, 34 FEET EAST OF THE CENTER OF HIGHWAY
 LX1829'114, 15 FEET NORTH OF THE CENTER OF CORWIN ROAD, 12 FEET
 LX1829'SOUTH-SOUTHWEST OF A TRIPLE TRUNKED OAK TREE AND 2 FEET WEST OF A
 LX1829'METAL STOP SIGN POST.  NOTE  THE CENTER OF THE HIGHWAY WILL CHANGE
 LX1829'WHEN THE ROAD IS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0284 ***********************************************************************
 LX0284  DESIGNATION -  C 337
 LX0284  PID         -  LX0284
 LX0284  STATE/COUNTY-  NY/SUFFOLK
 LX0284  USGS QUAD   -  GREENPORT (1956)
 LX0284
 LX0284                         *CURRENT SURVEY CONTROL
 LX0284  ___________________________________________________________________
 LX0284* NAD 83(1986)-  41 02 48.     (N)    072 19 09.     (W)     SCALED    
 LX0284* NAVD 88     -         3.102  (meters)      10.18   (feet)  ADJUSTED  
 LX0284  ___________________________________________________________________
 LX0284  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LX0284  DYNAMIC HT  -           3.101 (meters)      10.17  (feet)  COMP
 LX0284  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 LX0284
 LX0284  VERT ORDER  -  SECOND    CLASS 0
 LX0284
 LX0284.The horizontal coordinates were scaled from a topographic map and have
 LX0284.an estimated accuracy of +/- 6 seconds.
 LX0284
 LX0284.The orthometric height was determined by differential leveling
 LX0284.and adjusted by the National Geodetic Survey in June 1991..
 LX0284
 LX0284.The geoid height was determined by GEOID03.
 LX0284
 LX0284.The dynamic height is computed by dividing the NAVD 88
 LX0284.geopotential number by the normal gravity value computed on the
 LX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0284.degrees latitude (g = 980.6199 gals.).
 LX0284
 LX0284.The modeled gravity was interpolated from observed gravity values.
 LX0284
 LX0284;                    North         East    Units  Estimated Accuracy
 LX0284;SPC NY L     -    99,080.      441,310.      MT  (+/- 180 meters Scaled)
 LX0284
 LX0284                          SUPERSEDED SURVEY CONTROL
 LX0284
 LX0284  NGVD 29 (??/??/92)    3.386  (m)           11.11   (f) ADJ UNCH    2 0
 LX0284
 LX0284.Superseded values are not recommended for survey control.
 LX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0284.See file dsdata.txt to determine how the superseded data were derived.
 LX0284
 LX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL253474(NAD 83)
 LX0284_MARKER: DB = BENCH MARK DISK
 LX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0284_STAMPING: C 337 1950
 LX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0284+STABILITY: SURFACE MOTION
 LX0284
 LX0284  HISTORY     - Date     Condition        Report By
 LX0284  HISTORY     - 1950     MONUMENTED       CGS
 LX0284
 LX0284                          STATION DESCRIPTION
 LX0284
 LX0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LX0284'2.2 MI SE FROM SHELTER ISLAND.
 LX0284'2.15 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 114 FROM THE SHELTER
 LX0284'ISLAND TOWN HALL, 0.2 MILE NORTH ALONG STATE HIGHWAY NO. 114
 LX0284'FROM THE FERRY SLIP ON THE SOUTH SIDE OF THE ISLAND, DIRECTLY
 LX0284'ACROSS THE ROAD FROM A WHITE 2 STORY FRAME HOUSE ON THE EAST
 LX0284'SIDE OF THE ROAD, 16.3 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LX0284'2.3 FEET SOUTH OF TELEPHONE POLE NYT 181, 1.8 FEET NORTH OF A
 LX0284'WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD, SET IN
 LX0284'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0889 ***********************************************************************
 KU0889  DESIGNATION -  C 338
 KU0889  PID         -  KU0889
 KU0889  STATE/COUNTY-  NY/NEW YORK
 KU0889  USGS QUAD   -  CENTRAL PARK (1979)
 KU0889
 KU0889                         *CURRENT SURVEY CONTROL
 KU0889  ___________________________________________________________________
 KU0889* NAD 83(1986)-  40 49 20.     (N)    073 57 26.     (W)     SCALED    
 KU0889* NAVD 88     -         8.340  (meters)      27.36   (feet)  ADJUSTED  
 KU0889  ___________________________________________________________________
 KU0889  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU0889  DYNAMIC HT  -           8.337 (meters)      27.35  (feet)  COMP
 KU0889  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 KU0889
 KU0889  VERT ORDER  -  FIRST     CLASS I
 KU0889
 KU0889.The horizontal coordinates were scaled from a topographic map and have
 KU0889.an estimated accuracy of +/- 6 seconds.
 KU0889
 KU0889.The orthometric height was determined by differential leveling
 KU0889.and adjusted by the National Geodetic Survey in June 1991..
 KU0889
 KU0889.The geoid height was determined by GEOID03.
 KU0889
 KU0889.The dynamic height is computed by dividing the NAVD 88
 KU0889.geopotential number by the normal gravity value computed on the
 KU0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0889.degrees latitude (g = 980.6199 gals.).
 KU0889
 KU0889.The modeled gravity was interpolated from observed gravity values.
 KU0889
 KU0889;                    North         East    Units  Estimated Accuracy
 KU0889;SPC NY E     -   220,950.      195,790.      MT  (+/- 180 meters Scaled)
 KU0889
 KU0889                          SUPERSEDED SURVEY CONTROL
 KU0889
 KU0889  NGVD 29 (??/??/92)    8.67   (m)           28.4    (f) COMPUTED    1 1
 KU0889
 KU0889.Superseded values are not recommended for survey control.
 KU0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0889.See file dsdata.txt to determine how the superseded data were derived.
 KU0889
 KU0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL879195(NAD 83)
 KU0889_MARKER: DB = BENCH MARK DISK
 KU0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0889_SP_SET: RETAINING WALL
 KU0889_STAMPING: C 338 1952
 KU0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0889+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 KU0889
 KU0889  HISTORY     - Date     Condition        Report By
 KU0889  HISTORY     - 1952     MONUMENTED       CGS
 KU0889  HISTORY     - 1965     GOOD             NGS
 KU0889  HISTORY     - 20060207 GOOD             GEOCAC
 KU0889
 KU0889                          STATION DESCRIPTION
 KU0889
 KU0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU0889'AT NEW YORK.
 KU0889'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, ABOUT 116 YARDS SOUTHWEST
 KU0889'ALONG THE NEW YORK CENTRAL RAILROAD FROM THE PROLONGED CENTER
 KU0889'LINE OF WEST 138TH STREET, BETWEEN THE EXTENSIONS OF WEST 136TH
 KU0889'AND 137TH STREETS, 16.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 KU0889'OF THE NORTHWEST TRACK, IN THE TOP OF THE NORTH END OF THE NORTH
 KU0889'RETAINING WALL OF NORTHEAST ABUTMENT FOR A STRUCTURE OVER THE
 KU0889'NORTH END OF AN ABANDONED FREIGHT STATION, 31.6 FEET NORTH OF
 KU0889'THE NORTHEAST END OF A RAILING ALONG THE NORTHWEST SIDE OF
 KU0889'STRUCTURE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 KU0889
 KU0889                          STATION RECOVERY (2006)
 KU0889
 KU0889'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0889'THE STATION WAS RECOVERD IN GOOD CONDITION AS DESCRIBED.
 KU0889' 
 KU0889'THE AREA WEST OF THE ELEVATED RAILROAD IS NOW AN ACCESS ROAD FOR THE
 KU0889'NORTH RIVER SEWAGE TREATMENT PLANT WHICH IS UNDERNEATH RIVERBANK STATE
 KU0889'PARK, A RECREATIONAL FACILITY.  THE AREA BETWEEN THE ACCESS ROAD AND
 KU0889'THE RAILROAD IS BEING DEVELOPED AS A BICYCLE PATH.  ACCESS IN THE
 KU0889'FUTURE MAY BE RESTRICTED BY FENCES BEING CONSTRTED ALONG THE NEW
 KU0889'BICYCLE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1431 ***********************************************************************
 KU1431  DESIGNATION -  C 339
 KU1431  PID         -  KU1431
 KU1431  STATE/COUNTY-  NY/NEW YORK
 KU1431  USGS QUAD   -  CENTRAL PARK (1979)
 KU1431
 KU1431                         *CURRENT SURVEY CONTROL
 KU1431  ___________________________________________________________________
 KU1431* NAD 83(1986)-  40 46 49.     (N)    073 57 40.     (W)     SCALED    
 KU1431* NAVD 88     -        26.956  (meters)      88.44   (feet)  ADJUSTED  
 KU1431  ___________________________________________________________________
 KU1431  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU1431  DYNAMIC HT  -          26.946 (meters)      88.41  (feet)  COMP
 KU1431  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 KU1431
 KU1431  VERT ORDER  -  FIRST     CLASS II
 KU1431
 KU1431.The horizontal coordinates were scaled from a topographic map and have
 KU1431.an estimated accuracy of +/- 6 seconds.
 KU1431
 KU1431.The orthometric height was determined by differential leveling
 KU1431.and adjusted by the National Geodetic Survey in June 1991..
 KU1431
 KU1431.The geoid height was determined by GEOID03.
 KU1431
 KU1431.The dynamic height is computed by dividing the NAVD 88
 KU1431.geopotential number by the normal gravity value computed on the
 KU1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1431.degrees latitude (g = 980.6199 gals.).
 KU1431
 KU1431.The modeled gravity was interpolated from observed gravity values.
 KU1431
 KU1431;                    North         East    Units  Estimated Accuracy
 KU1431;SPC NY E     -   216,290.      195,490.      MT  (+/- 180 meters Scaled)
 KU1431
 KU1431                          SUPERSEDED SURVEY CONTROL
 KU1431
 KU1431  NGVD 29 (??/??/92)   27.284  (m)           89.51   (f) ADJ UNCH    1 2
 KU1431
 KU1431.Superseded values are not recommended for survey control.
 KU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1431.See file dsdata.txt to determine how the superseded data were derived.
 KU1431
 KU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL876148(NAD 83)
 KU1431_MARKER: B = BOLT
 KU1431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1431_SP_SET: FOUNDATION
 KU1431_STAMPING: C 339
 KU1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1431+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 KU1431
 KU1431  HISTORY     - Date     Condition        Report By
 KU1431  HISTORY     - UNK      MONUMENTED       RBNF
 KU1431  HISTORY     - 1952     GOOD             NGS
 KU1431  HISTORY     - 20050327 GOOD             GEOCAC
 KU1431  HISTORY     - 20060813 GOOD             USPSQD
 KU1431
 KU1431                          STATION DESCRIPTION
 KU1431
 KU1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1431'IN NEW YORK.
 KU1431'IN NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF 5TH
 KU1431'AVENUE AND EAST 84TH STREET, 60 1/2 FEET NORTHWEST OF NORTHWEST
 KU1431'CURB OF 5TH AVENUE, 13 FEET SOUTHWEST OF PROLONGED SOUTHWEST CURB
 KU1431'LINE OF EAST 84TH STREET, IN THE TOP AND 1 FOOT WEST OF EAST
 KU1431'CORNER OF GRANITE FOUNDATION OF METROPOLITAN MUSEUM OF ARTS
 KU1431'BUILDING.  COPPER BOLT STAMPED BY THIS PARTY.
 KU1431
 KU1431                          STATION RECOVERY (2005)
 KU1431
 KU1431'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1431'RECOVERED IN GOOD CONDITION.
 KU1431
 KU1431                          STATION RECOVERY (2006)
 KU1431
 KU1431'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 KU1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1123 ***********************************************************************
 KU1123  DESIGNATION -  C 341
 KU1123  PID         -  KU1123
 KU1123  STATE/COUNTY-  NY/QUEENS
 KU1123  USGS QUAD   -  FLUSHING (1979)
 KU1123
 KU1123                         *CURRENT SURVEY CONTROL
 KU1123  ___________________________________________________________________
 KU1123* NAD 83(1986)-  40 46 44.     (N)    073 46 07.     (W)     SCALED    
 KU1123* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 KU1123  ___________________________________________________________________
 KU1123  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1123  DYNAMIC HT  -           4.273 (meters)      14.02  (feet)  COMP
 KU1123  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 KU1123
 KU1123  VERT ORDER  -  FIRST     CLASS II
 KU1123
 KU1123.The horizontal coordinates were scaled from a topographic map and have
 KU1123.an estimated accuracy of +/- 6 seconds.
 KU1123
 KU1123.The orthometric height was determined by differential leveling
 KU1123.and adjusted by the National Geodetic Survey in June 1991..
 KU1123
 KU1123.The geoid height was determined by GEOID03.
 KU1123
 KU1123.The dynamic height is computed by dividing the NAVD 88
 KU1123.geopotential number by the normal gravity value computed on the
 KU1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1123.degrees latitude (g = 980.6199 gals.).
 KU1123
 KU1123.The modeled gravity was interpolated from observed gravity values.
 KU1123
 KU1123;                    North         East    Units  Estimated Accuracy
 KU1123;SPC NY L     -    68,010.      319,530.      MT  (+/- 180 meters Scaled)
 KU1123
 KU1123                          SUPERSEDED SURVEY CONTROL
 KU1123
 KU1123  NGVD 29 (??/??/92)    4.604  (m)           15.11   (f) ADJ UNCH    1 2
 KU1123
 KU1123.Superseded values are not recommended for survey control.
 KU1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1123.See file dsdata.txt to determine how the superseded data were derived.
 KU1123
 KU1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL039149(NAD 83)
 KU1123_MARKER: DB = BENCH MARK DISK
 KU1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1123_SP_SET: RETAINING WALL
 KU1123_STAMPING: C 341 1952
 KU1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1123+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KU1123
 KU1123  HISTORY     - Date     Condition        Report By
 KU1123  HISTORY     - 1952     MONUMENTED       CGS
 KU1123  HISTORY     - 1989     GOOD             USPSQD
 KU1123  HISTORY     - 1990     GOOD             USPSQD
 KU1123  HISTORY     - 19910907 GOOD             USPSQD
 KU1123  HISTORY     - 20050616 MARK NOT FOUND   GEOCAC
 KU1123  HISTORY     - 20060505 GOOD             GEOCAC
 KU1123
 KU1123                          STATION DESCRIPTION
 KU1123
 KU1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1123'AT NEW YORK.
 KU1123'AT NEW YORK, IN BOROUGH OF QUEENS, 41 YARDS NORTH OF FOOT
 KU1123'BRIDGE OVER CROSS ISLAND PARKWAY WHICH CONNECTS BAY SIDE YACHT
 KU1123'CLUB WITH LITTLE NECK BEACH AND YACHT CLUB PIER, SET VERTICALLY
 KU1123'ABOUT 2 FEET ABOVE GROUND IN THE EAST FACE OF THE EAST
 KU1123'CONCRETE RETAINING WALL OF RAMP LEADING UP TO FOOT BRIDGE,
 KU1123'28 FEET SOUTH OF NORTHEAST CORNER OF RETAINING WALL, AND 6
 KU1123'FEET NORTH OF SOUTH END OF CONCRETE PART OF RAMP.
 KU1123
 KU1123                          STATION RECOVERY (1989)
 KU1123
 KU1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 KU1123'RECOVERED IN GOOD CONDITION.
 KU1123
 KU1123                          STATION RECOVERY (1990)
 KU1123
 KU1123'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 KU1123'RECOVERED IN GOOD CONDITION.
 KU1123
 KU1123                          STATION RECOVERY (1991)
 KU1123
 KU1123'RECOVERY NOTE BY US POWER SQUADRON 1991 (LA)
 KU1123'RECOVERED IN GOOD CONDITION.
 KU1123
 KU1123                          STATION RECOVERY (2005)
 KU1123
 KU1123'RECOVERY NOTE BY GEOCACHING 2005 (CAG)
 KU1123'FOUND WHAT MAY BE THE STEM IN THE APPROXIMATE LOCATION, AND FOUND NON
 KU1123'DATABASE DISK B341 RESET 1984 IN THE ABUTMENT APPROXIMATELY 4-5 FT
 KU1123'ABOVE CURRENT HIGHWAY GRADE (UNMEASURED)
 KU1123
 KU1123                          STATION RECOVERY (2006)
 KU1123
 KU1123'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1123'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1260 ***********************************************************************
 KU1260  DESIGNATION -  C 342
 KU1260  PID         -  KU1260
 KU1260  STATE/COUNTY-  NY/KINGS
 KU1260  USGS QUAD   -  CONEY ISLAND (1979)
 KU1260
 KU1260                         *CURRENT SURVEY CONTROL
 KU1260  ___________________________________________________________________
 KU1260* NAD 83(1986)-  40 34 45.     (N)    073 58 54.     (W)     SCALED    
 KU1260* NAVD 88     -         2.489  (meters)       8.17   (feet)  ADJUSTED  
 KU1260  ___________________________________________________________________
 KU1260  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU1260  DYNAMIC HT  -           2.488 (meters)       8.16  (feet)  COMP
 KU1260  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 KU1260
 KU1260  VERT ORDER  -  FIRST     CLASS II
 KU1260
 KU1260.The horizontal coordinates were scaled from a topographic map and have
 KU1260.an estimated accuracy of +/- 6 seconds.
 KU1260
 KU1260.The orthometric height was determined by differential leveling
 KU1260.and adjusted by the National Geodetic Survey in June 1991..
 KU1260
 KU1260.The geoid height was determined by GEOID03.
 KU1260
 KU1260.The dynamic height is computed by dividing the NAVD 88
 KU1260.geopotential number by the normal gravity value computed on the
 KU1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1260.degrees latitude (g = 980.6199 gals.).
 KU1260
 KU1260.The modeled gravity was interpolated from observed gravity values.
 KU1260
 KU1260;                    North         East    Units  Estimated Accuracy
 KU1260;SPC NY L     -    45,810.      301,550.      MT  (+/- 180 meters Scaled)
 KU1260
 KU1260                          SUPERSEDED SURVEY CONTROL
 KU1260
 KU1260  NGVD 29 (??/??/92)    2.830  (m)            9.28   (f) ADJ UNCH    1 2
 KU1260
 KU1260.Superseded values are not recommended for survey control.
 KU1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1260.See file dsdata.txt to determine how the superseded data were derived.
 KU1260
 KU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK861925(NAD 83)
 KU1260_MARKER: DB = BENCH MARK DISK
 KU1260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1260_SP_SET: BUILDING
 KU1260_STAMPING: C 342 1952
 KU1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1260+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KU1260
 KU1260  HISTORY     - Date     Condition        Report By
 KU1260  HISTORY     - 1952     MONUMENTED       CGS
 KU1260  HISTORY     - 1989     GOOD             USPSQD
 KU1260  HISTORY     - 20060512 GOOD             GEOCAC
 KU1260
 KU1260                          STATION DESCRIPTION
 KU1260
 KU1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1260'AT NEW YORK.
 KU1260'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT CONEY ISLAND, LOCATED
 KU1260'AT INTERSECTION OF NEPTUNE AND STILLWELL AVENUES, SET VERTICALLY
 KU1260'IN THE EAST FACE OF BUILDING LOCATED IN SOUTHWEST CORNER OF
 KU1260'INTERSECTION AND OCCUPIED BY THE FIREBALL BAR, 1.7 FEET NORTH OF
 KU1260'EDGE OF EAST DOORWAY ENTRANCE TO BAR AND ABOUT 2 1/2 FEET ABOVE
 KU1260'SIDE WALK.
 KU1260
 KU1260                          STATION RECOVERY (1989)
 KU1260
 KU1260'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 KU1260'RECOVERED IN GOOD CONDITION.
 KU1260
 KU1260                          STATION RECOVERY (2006)
 KU1260
 KU1260'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1260'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU1260' 
 KU1260'THE BUILDING IS NOW OCCUPIED BY THE SIGN-A-RAMA COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0351 ***********************************************************************
 KV0351  DESIGNATION -  C 343
 KV0351  PID         -  KV0351
 KV0351  STATE/COUNTY-  NY/RICHMOND
 KV0351  USGS QUAD   -  ARTHUR KILL (1981)
 KV0351
 KV0351                         *CURRENT SURVEY CONTROL
 KV0351  ___________________________________________________________________
 KV0351* NAD 83(1986)-  40 30 51.     (N)    074 14 08.     (W)     SCALED    
 KV0351* NAVD 88     -        11.761  (meters)      38.59   (feet)  ADJUSTED  
 KV0351  ___________________________________________________________________
 KV0351  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0351  DYNAMIC HT  -          11.756 (meters)      38.57  (feet)  COMP
 KV0351  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 KV0351
 KV0351  VERT ORDER  -  FIRST     CLASS II
 KV0351
 KV0351.The horizontal coordinates were scaled from a topographic map and have
 KV0351.an estimated accuracy of +/- 6 seconds.
 KV0351
 KV0351.The orthometric height was determined by differential leveling
 KV0351.and adjusted by the National Geodetic Survey in June 1991..
 KV0351
 KV0351.The geoid height was determined by GEOID03.
 KV0351
 KV0351.The dynamic height is computed by dividing the NAVD 88
 KV0351.geopotential number by the normal gravity value computed on the
 KV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0351.degrees latitude (g = 980.6199 gals.).
 KV0351
 KV0351.The modeled gravity was interpolated from observed gravity values.
 KV0351
 KV0351;                    North         East    Units  Estimated Accuracy
 KV0351;SPC NY L     -    38,620.      280,040.      MT  (+/- 180 meters Scaled)
 KV0351
 KV0351                          SUPERSEDED SURVEY CONTROL
 KV0351
 KV0351  NGVD 29 (04/16/92)   12.078  (m)           39.63   (f) ADJUSTED    1 2
 KV0351
 KV0351.Superseded values are not recommended for survey control.
 KV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0351.See file dsdata.txt to determine how the superseded data were derived.
 KV0351
 KV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK647851(NAD 83)
 KV0351_MARKER: DB = BENCH MARK DISK
 KV0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0351_STAMPING: C 343 1952
 KV0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0351+STABILITY: SURFACE MOTION
 KV0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0351+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 KV0351
 KV0351  HISTORY     - Date     Condition        Report By
 KV0351  HISTORY     - 1952     MONUMENTED       CGS
 KV0351  HISTORY     - 1985     GOOD             USPSQD
 KV0351  HISTORY     - 19910519 GOOD             USPSQD
 KV0351  HISTORY     - 19950822 GOOD             USPSQD
 KV0351  HISTORY     - 19970924 GOOD             USPSQD
 KV0351  HISTORY     - 20020711 GOOD             USPSQD
 KV0351
 KV0351                          STATION DESCRIPTION
 KV0351
 KV0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0351'AT STATEN ISLAND.
 KV0351'ON STATEN ISLAND, AT RICHMOND VALLEY, AT THE JUNCTION OF AMBOY
 KV0351'ROAD AND BEDELL AVENUE, 22 FEET SOUTH OF CENTER LINE OF AMBOY
 KV0351'ROAD, 39 FEET EAST-SOUTHEAST OF CENTER OF JUNCTION, 38 FEET EAST
 KV0351'OF CENTER LINE OF BEDELL AVENUE, 65 FEET WEST OF A FIRE HYDRANT,
 KV0351'59 1/2 FEET SOUTH AND ACROSS AMBOY ROAD FROM SOUTHEAST CORNER
 KV0351'OF HOUSE NO. 7093 AMBOY ROAD, 1 FOOT SOUTH OF SOUTH EDGE OF A
 KV0351'SIDE WALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KV0351'INCH.
 KV0351
 KV0351                          STATION RECOVERY (1985)
 KV0351
 KV0351'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0351'RECOVERED IN GOOD CONDITION.
 KV0351
 KV0351                          STATION RECOVERY (1991)
 KV0351
 KV0351'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV0351'RECOVERED IN GOOD CONDITION.
 KV0351
 KV0351                          STATION RECOVERY (1995)
 KV0351
 KV0351'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0351'RECOVERED IN GOOD CONDITION.
 KV0351
 KV0351                          STATION RECOVERY (1997)
 KV0351
 KV0351'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0351'RECOVERED IN GOOD CONDITION.
 KV0351
 KV0351                          STATION RECOVERY (2002)
 KV0351
 KV0351'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 KV0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0394 ***********************************************************************
 KV0394  DESIGNATION -  C 344
 KV0394  PID         -  KV0394
 KV0394  STATE/COUNTY-  NY/RICHMOND
 KV0394  USGS QUAD   -  THE NARROWS (1981)
 KV0394
 KV0394                         *CURRENT SURVEY CONTROL
 KV0394  ___________________________________________________________________
 KV0394* NAD 83(1986)-  40 35 35.     (N)    074 03 47.     (W)     SCALED    
 KV0394* NAVD 88     -         1.988  (meters)       6.52   (feet)  ADJUSTED  
 KV0394  ___________________________________________________________________
 KV0394  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0394  DYNAMIC HT  -           1.987 (meters)       6.52  (feet)  COMP
 KV0394  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 KV0394
 KV0394  VERT ORDER  -  FIRST     CLASS II
 KV0394
 KV0394.The horizontal coordinates were scaled from a topographic map and have
 KV0394.an estimated accuracy of +/- 6 seconds.
 KV0394
 KV0394.The orthometric height was determined by differential leveling
 KV0394.and adjusted by the National Geodetic Survey in June 1991..
 KV0394
 KV0394.The geoid height was determined by GEOID03.
 KV0394
 KV0394.The dynamic height is computed by dividing the NAVD 88
 KV0394.geopotential number by the normal gravity value computed on the
 KV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0394.degrees latitude (g = 980.6199 gals.).
 KV0394
 KV0394.The modeled gravity was interpolated from observed gravity values.
 KV0394
 KV0394;                    North         East    Units  Estimated Accuracy
 KV0394;SPC NY L     -    47,350.      294,660.      MT  (+/- 180 meters Scaled)
 KV0394
 KV0394                          SUPERSEDED SURVEY CONTROL
 KV0394
 KV0394  NGVD 29 (04/16/92)    2.324  (m)            7.62   (f) ADJUSTED    1 2
 KV0394
 KV0394.Superseded values are not recommended for survey control.
 KV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0394.See file dsdata.txt to determine how the superseded data were derived.
 KV0394
 KV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK792940(NAD 83)
 KV0394_MARKER: DB = BENCH MARK DISK
 KV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0394_STAMPING: C 344 1952
 KV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0394+STABILITY: SURFACE MOTION
 KV0394
 KV0394  HISTORY     - Date     Condition        Report By
 KV0394  HISTORY     - 1952     MONUMENTED       CGS
 KV0394  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0394  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0394  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 KV0394
 KV0394                          STATION DESCRIPTION
 KV0394
 KV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0394'AT STATEN ISLAND.
 KV0394'ON STATEN ISLAND, AT SOUTH BEACH, ALONG SEASIDE BOULEVARD, AT THE
 KV0394'NORTHEAST MOST DRIVE ENTRANCE TO FRANKLIN D. ROOSEVELT BOARDWALK,
 KV0394'39 1/2 FEET SOUTHEAST OF CENTER LINE AND 20 FEET SOUTHEAST OF
 KV0394'SOUTHEAST CURB OF SEASIDE BOULEVARD, 38 FEET SOUTHWEST OF CENTER
 KV0394'LINE AND 4 FEET SOUTHWEST OF SOUTHWEST CURB OF DRIVE SOUTHEAST
 KV0394'TO BOARDWALK, 27 FEET NORTHEAST OF A FIRE HYDRANT, AND SET IN THE
 KV0394'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 KV0394
 KV0394                          STATION RECOVERY (1985)
 KV0394
 KV0394'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0394'MARK NOT FOUND.
 KV0394
 KV0394                          STATION RECOVERY (1985)
 KV0394
 KV0394'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0394'MARK NOT FOUND.
 KV0394
 KV0394                          STATION RECOVERY (1995)
 KV0394
 KV0394'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0319 ***********************************************************************
 KV0319  DESIGNATION -  C 345
 KV0319  PID         -  KV0319
 KV0319  STATE/COUNTY-  NY/RICHMOND
 KV0319  USGS QUAD   -  ARTHUR KILL (1981)
 KV0319
 KV0319                         *CURRENT SURVEY CONTROL
 KV0319  ___________________________________________________________________
 KV0319* NAD 83(1986)-  40 35 43.     (N)    074 09 43.     (W)     SCALED    
 KV0319* NAVD 88     -        10.958  (meters)      35.95   (feet)  ADJUSTED  
 KV0319  ___________________________________________________________________
 KV0319  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0319  DYNAMIC HT  -          10.953 (meters)      35.94  (feet)  COMP
 KV0319  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 KV0319
 KV0319  VERT ORDER  -  FIRST     CLASS II
 KV0319
 KV0319.The horizontal coordinates were scaled from a topographic map and have
 KV0319.an estimated accuracy of +/- 6 seconds.
 KV0319
 KV0319.The orthometric height was determined by differential leveling
 KV0319.and adjusted by the National Geodetic Survey in June 1991..
 KV0319
 KV0319.The geoid height was determined by GEOID03.
 KV0319
 KV0319.The dynamic height is computed by dividing the NAVD 88
 KV0319.geopotential number by the normal gravity value computed on the
 KV0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0319.degrees latitude (g = 980.6199 gals.).
 KV0319
 KV0319.The modeled gravity was interpolated from observed gravity values.
 KV0319
 KV0319;                    North         East    Units  Estimated Accuracy
 KV0319;SPC NY L     -    47,610.      286,290.      MT  (+/- 180 meters Scaled)
 KV0319
 KV0319                          SUPERSEDED SURVEY CONTROL
 KV0319
 KV0319  NGVD 29 (04/16/92)   11.287  (m)           37.03   (f) ADJUSTED    1 2
 KV0319
 KV0319.Superseded values are not recommended for survey control.
 KV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0319.See file dsdata.txt to determine how the superseded data were derived.
 KV0319
 KV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK709941(NAD 83)
 KV0319_MARKER: DB = BENCH MARK DISK
 KV0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0319_STAMPING: C 345 1952
 KV0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0319+STABILITY: SURFACE MOTION
 KV0319
 KV0319  HISTORY     - Date     Condition        Report By
 KV0319  HISTORY     - 1952     MONUMENTED       CGS
 KV0319  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0319  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0319
 KV0319                          STATION DESCRIPTION
 KV0319
 KV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0319'AT STATEN ISLAND.
 KV0319'ON STATEN ISLAND, AT NEW SPRINGVILLE, AT THE JUNCTION OF
 KV0319'RICHMOND AND ROCKLAND AVENUES, 35 FEET EAST OF CENTER LINE
 KV0319'OF RICHMOND AVENUE, 20 FEET NORTH OF CENTER LINE AND 5 FEET
 KV0319'NORTH OF NORTH CURB OF ROCKLAND AVENUE, 4 FEET SOUTH-SOUTHEAST
 KV0319'OF A FIRE HYDRANT, ABOUT 2 FEET BELOW LEVEL OF RICHMOND AVENUE AND
 KV0319'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 KV0319
 KV0319                          STATION RECOVERY (1985)
 KV0319
 KV0319'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0319'MARK NOT FOUND.
 KV0319
 KV0319                          STATION RECOVERY (1985)
 KV0319
 KV0319'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1069 ***********************************************************************
 KU1069  DESIGNATION -  C 346
 KU1069  PID         -  KU1069
 KU1069  STATE/COUNTY-  NY/QUEENS
 KU1069  USGS QUAD   -  CENTRAL PARK (1979)
 KU1069
 KU1069                         *CURRENT SURVEY CONTROL
 KU1069  ___________________________________________________________________
 KU1069* NAD 83(1986)-  40 46 21.     (N)    073 54 38.     (W)     SCALED    
 KU1069* NAVD 88     -        19.967  (meters)      65.51   (feet)  ADJUSTED  
 KU1069  ___________________________________________________________________
 KU1069  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1069  DYNAMIC HT  -          19.960 (meters)      65.49  (feet)  COMP
 KU1069  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 KU1069
 KU1069  VERT ORDER  -  FIRST     CLASS II
 KU1069
 KU1069.The horizontal coordinates were scaled from a topographic map and have
 KU1069.an estimated accuracy of +/- 6 seconds.
 KU1069
 KU1069.The orthometric height was determined by differential leveling
 KU1069.and adjusted by the National Geodetic Survey in June 1991..
 KU1069
 KU1069.The geoid height was determined by GEOID03.
 KU1069
 KU1069.The dynamic height is computed by dividing the NAVD 88
 KU1069.geopotential number by the normal gravity value computed on the
 KU1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1069.degrees latitude (g = 980.6199 gals.).
 KU1069
 KU1069.The modeled gravity was interpolated from observed gravity values.
 KU1069
 KU1069;                    North         East    Units  Estimated Accuracy
 KU1069;SPC NY L     -    67,280.      307,550.      MT  (+/- 180 meters Scaled)
 KU1069
 KU1069                          SUPERSEDED SURVEY CONTROL
 KU1069
 KU1069  NGVD 29 (??/??/92)   20.296  (m)           66.59   (f) ADJ UNCH    1 2
 KU1069
 KU1069.Superseded values are not recommended for survey control.
 KU1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1069.See file dsdata.txt to determine how the superseded data were derived.
 KU1069
 KU1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL919140(NAD 83)
 KU1069_MARKER: DB = BENCH MARK DISK
 KU1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1069_SP_SET: OVERPASS
 KU1069_STAMPING: C 346 1952
 KU1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1069+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KU1069
 KU1069  HISTORY     - Date     Condition        Report By
 KU1069  HISTORY     - 1952     MONUMENTED       CGS
 KU1069  HISTORY     - 1955     GOOD             NGS
 KU1069  HISTORY     - 20060405 GOOD             GEOCAC
 KU1069
 KU1069                          STATION DESCRIPTION
 KU1069
 KU1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1069'AT NEW YORK.
 KU1069'AT NEW YORK, IN BOROUGH OF QUEENS, AT ASTORIA, AT INTERSECTION
 KU1069'OF 23RD AVENUE AND 36TH STREET, 17 FEET NORTHWEST OF NORTHWEST
 KU1069'CURB OF 36TH STREET, 29.8 FEET SOUTHWEST OF SOUTHWEST CURB
 KU1069'OF 23RD STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF ARCHED
 KU1069'CONCRETE OVERPASS OF THE NEW YORK, NEW HAVEN AND HARTFORD
 KU1069'RAILROAD OVER 36TH STREET, 1.5 FEET SOUTHWEST OF NORTHEAST
 KU1069'EDGE OF OVERPASS AND 3 FEET ABOVE SIDE WALK.
 KU1069
 KU1069                          STATION RECOVERY (1955)
 KU1069
 KU1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KU1069'RECOVERED IN GOOD CONDITION.
 KU1069
 KU1069                          STATION RECOVERY (2006)
 KU1069
 KU1069'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1069'FOUND AS DESCRIBED IN GOOD CONDITION.
 KU1069' 
 KU1069'THE MARK IS COVERED BY A LAYER OF PAINT WHICH PARTIALLY OBSCURES THE
 KU1069'LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1265 ***********************************************************************
 KU1265  DESIGNATION -  C 347
 KU1265  PID         -  KU1265
 KU1265  STATE/COUNTY-  NY/KINGS
 KU1265  USGS QUAD   -  CONEY ISLAND (1979)
 KU1265
 KU1265                         *CURRENT SURVEY CONTROL
 KU1265  ___________________________________________________________________
 KU1265* NAD 83(1986)-  40 34 49.     (N)    073 58 01.     (W)     SCALED    
 KU1265* NAVD 88     -         3.032  (meters)       9.95   (feet)  ADJUSTED  
 KU1265  ___________________________________________________________________
 KU1265  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU1265  DYNAMIC HT  -           3.031 (meters)       9.94  (feet)  COMP
 KU1265  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 KU1265
 KU1265  VERT ORDER  -  FIRST     CLASS II
 KU1265
 KU1265.The horizontal coordinates were scaled from a topographic map and have
 KU1265.an estimated accuracy of +/- 6 seconds.
 KU1265
 KU1265.The orthometric height was determined by differential leveling
 KU1265.and adjusted by the National Geodetic Survey in June 1991..
 KU1265
 KU1265.The geoid height was determined by GEOID03.
 KU1265
 KU1265.The dynamic height is computed by dividing the NAVD 88
 KU1265.geopotential number by the normal gravity value computed on the
 KU1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1265.degrees latitude (g = 980.6199 gals.).
 KU1265
 KU1265.The modeled gravity was interpolated from observed gravity values.
 KU1265
 KU1265;                    North         East    Units  Estimated Accuracy
 KU1265;SPC NY L     -    45,930.      302,800.      MT  (+/- 180 meters Scaled)
 KU1265
 KU1265                          SUPERSEDED SURVEY CONTROL
 KU1265
 KU1265  NGVD 29 (??/??/92)    3.371  (m)           11.06   (f) ADJ UNCH    1 2
 KU1265
 KU1265.Superseded values are not recommended for survey control.
 KU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1265.See file dsdata.txt to determine how the superseded data were derived.
 KU1265
 KU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK874926(NAD 83)
 KU1265_MARKER: DB = BENCH MARK DISK
 KU1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1265_SP_SET: BUILDING
 KU1265_STAMPING: C 347 1952
 KU1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1265
 KU1265  HISTORY     - Date     Condition        Report By
 KU1265  HISTORY     - 1952     MONUMENTED       CGS
 KU1265  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KU1265
 KU1265                          STATION DESCRIPTION
 KU1265
 KU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1265'AT NEW YORK.
 KU1265'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT INTERSECTION OF OCEAN
 KU1265'PARKWAY AND NEPTUNE AVENUE, IN SOUTHEAST QUARTER OF INTERSECTION,
 KU1265'SET VERTICALLY IN WEST FACE OF SODAR COURT APARTMENT BUILDING,
 KU1265'13 FEET SOUTH OF NORTHWEST CORNER OF BUILDING.
 KU1265
 KU1265                          STATION RECOVERY (2006)
 KU1265
 KU1265'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1265'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU1265' 
 KU1265'THE CORNER OF THE APARTMENT BUILDING IS NOW OCCUPIED BY A RETAIL
 KU1265'ESTABLISHMENT KNOWN AS 'FRENCH CLEANERS'.  THE WINDOW, FACADE AND
 KU1265'SECURITY GATE FOR THIS ESTABLISHMENT EXTENDS SOUTH ALONG OCEAN PARKWAY
 KU1265'SIDE TO THE APPROXIMATE DESCRIBED LOCATION OF THE MARK.  THE MARK WAS
 KU1265'PROBABLY COVERED OVER OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1047 ***********************************************************************
 KU1047  DESIGNATION -  C 348
 KU1047  PID         -  KU1047
 KU1047  STATE/COUNTY-  NY/KINGS
 KU1047  USGS QUAD   -  BROOKLYN (1979)
 KU1047
 KU1047                         *CURRENT SURVEY CONTROL
 KU1047  ___________________________________________________________________
 KU1047* NAD 83(1986)-  40 44 08.     (N)    073 57 25.     (W)     SCALED    
 KU1047* NAVD 88     -         5.736  (meters)      18.82   (feet)  ADJUSTED  
 KU1047  ___________________________________________________________________
 KU1047  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KU1047  DYNAMIC HT  -           5.734 (meters)      18.81  (feet)  COMP
 KU1047  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 KU1047
 KU1047  VERT ORDER  -  FIRST     CLASS II
 KU1047
 KU1047.The horizontal coordinates were scaled from a topographic map and have
 KU1047.an estimated accuracy of +/- 6 seconds.
 KU1047
 KU1047.The orthometric height was determined by differential leveling
 KU1047.and adjusted by the National Geodetic Survey in June 1991..
 KU1047
 KU1047.The geoid height was determined by GEOID03.
 KU1047
 KU1047.The dynamic height is computed by dividing the NAVD 88
 KU1047.geopotential number by the normal gravity value computed on the
 KU1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1047.degrees latitude (g = 980.6199 gals.).
 KU1047
 KU1047.The modeled gravity was interpolated from observed gravity values.
 KU1047
 KU1047;                    North         East    Units  Estimated Accuracy
 KU1047;SPC NY L     -    63,170.      303,640.      MT  (+/- 180 meters Scaled)
 KU1047
 KU1047                          SUPERSEDED SURVEY CONTROL
 KU1047
 KU1047  NGVD 29 (??/??/92)    6.070  (m)           19.91   (f) ADJ UNCH    1 2
 KU1047
 KU1047.Superseded values are not recommended for survey control.
 KU1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1047.See file dsdata.txt to determine how the superseded data were derived.
 KU1047
 KU1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL880099(NAD 83)
 KU1047_MARKER: DB = BENCH MARK DISK
 KU1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1047_SP_SET: CHIMNEY
 KU1047_STAMPING: C 348 1952
 KU1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1047
 KU1047  HISTORY     - Date     Condition        Report By
 KU1047  HISTORY     - 1952     MONUMENTED       CGS
 KU1047  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1047  HISTORY     - 20051227 MARK NOT FOUND   GEOCAC
 KU1047
 KU1047                          STATION DESCRIPTION
 KU1047
 KU1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1047'AT NEW YORK.
 KU1047'AT NEW YORK, IN BOROUGH OF BROOKLYN, ON SOUTH SIDE OF DU PONT
 KU1047'STREET ABOUT 148 YARDS EAST OF EAST CURB OF FRANKLIN STREET AND
 KU1047'ABOUT 155 YARDS WEST OF WEST CURB OF MANHATTAN AVENUE, SET
 KU1047'VERTICALLY IN THE NORTH FACE OF CHIMENY NEAR NORTHWEST CORNER OF
 KU1047'PUBLIC SCHOOL NO. 31, 18 FEET SOUTH OF SOUTH CURB OF DU PONT
 KU1047'STREET, 32 FEET WEST OF CENTER OF MAIN ENTRANCE TO SCHOOL, 1.6
 KU1047'FEET EAST OF NORTHWEST CORNER OF CHIMENY, AND 2 FEET ABOVE SIDE
 KU1047'WALK.
 KU1047
 KU1047                          STATION RECOVERY (1989)
 KU1047
 KU1047'RECOVERY NOTE BY US POWER SQUADRON 1989 (PP)
 KU1047'MARK NOT FOUND.
 KU1047
 KU1047                          STATION RECOVERY (2005)
 KU1047
 KU1047'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1047'THE BUILDING HAS BEEN DEMOLISHED, THE STATION IS LOST.
 KU1047' 
 KU1047'PUBLIC SCHOOL 31, ON THE SOUTH SIDE OF DUPONT STREET BETWEEN MANHATTAN
 KU1047'AVENUE AND FRANKLIN STREET, HAS BEEN REPLACED BY THE MARY D.'S HOUSING
 KU1047'FOR SENIORS COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1202 ***********************************************************************
 KU1202  DESIGNATION -  C 349
 KU1202  PID         -  KU1202
 KU1202  STATE/COUNTY-  NY/QUEENS
 KU1202  USGS QUAD   -  JAMAICA (1979)
 KU1202
 KU1202                         *CURRENT SURVEY CONTROL
 KU1202  ___________________________________________________________________
 KU1202* NAD 83(1986)-  40 39 57.     (N)    073 45 28.     (W)     SCALED    
 KU1202* NAVD 88     -         3.694  (meters)      12.12   (feet)  ADJUSTED  
 KU1202  ___________________________________________________________________
 KU1202  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KU1202  DYNAMIC HT  -           3.692 (meters)      12.11  (feet)  COMP
 KU1202  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 KU1202
 KU1202  VERT ORDER  -  FIRST     CLASS II
 KU1202
 KU1202.The horizontal coordinates were scaled from a topographic map and have
 KU1202.an estimated accuracy of +/- 6 seconds.
 KU1202
 KU1202.The orthometric height was determined by differential leveling
 KU1202.and adjusted by the National Geodetic Survey in June 1991..
 KU1202
 KU1202.The geoid height was determined by GEOID03.
 KU1202
 KU1202.The dynamic height is computed by dividing the NAVD 88
 KU1202.geopotential number by the normal gravity value computed on the
 KU1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1202.degrees latitude (g = 980.6199 gals.).
 KU1202
 KU1202.The modeled gravity was interpolated from observed gravity values.
 KU1202
 KU1202;                    North         East    Units  Estimated Accuracy
 KU1202;SPC NY L     -    55,460.      320,480.      MT  (+/- 180 meters Scaled)
 KU1202
 KU1202                          SUPERSEDED SURVEY CONTROL
 KU1202
 KU1202  NGVD 29 (??/??/92)    4.03   (m)           13.2    (f) COMPUTED    1 2
 KU1202
 KU1202.Superseded values are not recommended for survey control.
 KU1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1202.See file dsdata.txt to determine how the superseded data were derived.
 KU1202
 KU1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL050024(NAD 83)
 KU1202_MARKER: DB = BENCH MARK DISK
 KU1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1202_SP_SET: ABUTMENT
 KU1202_STAMPING: C 349 1952
 KU1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1202
 KU1202  HISTORY     - Date     Condition        Report By
 KU1202  HISTORY     - 1952     MONUMENTED       CGS
 KU1202
 KU1202                          STATION DESCRIPTION
 KU1202
 KU1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1202'AT NEW YORK.
 KU1202'AT NEW YORK, IN BOROUGH OF QUEENS, AT OVERPASS OF SPRINGFIELD
 KU1202'BOULEVARD OVER SOUTHERN PARKWAY, SET VERTICALLY IN THE WEST
 KU1202'FACE OF NORTH STONE MASONRY ABUTMENT OF OVERPASS, 3 FEET NORTH OF
 KU1202'SOUTH FACE OF ABUTMENT, 10 FEET NORTH OF NORTH CURB OF NORTH LANE
 KU1202'OF SOUTHERN PARKWAY AND ABOUT 4 FEET ABOVE LEVEL OF PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0661 ***********************************************************************
 OF0661  DESIGNATION -  C 35
 OF0661  PID         -  OF0661
 OF0661  STATE/COUNTY-  NY/CAYUGA
 OF0661  USGS QUAD   -  WEEDSPORT (1978)
 OF0661
 OF0661                         *CURRENT SURVEY CONTROL
 OF0661  ___________________________________________________________________
 OF0661* NAD 83(1986)-  43 03 31.     (N)    076 33 14.     (W)     SCALED    
 OF0661* NAVD 88     -       127.280  (meters)     417.58   (feet)  ADJUSTED  
 OF0661  ___________________________________________________________________
 OF0661  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OF0661  DYNAMIC HT  -         127.249 (meters)     417.48  (feet)  COMP
 OF0661  MODELED GRAV-     980,376.1   (mgal)                       NAVD 88
 OF0661
 OF0661  VERT ORDER  -  FIRST     CLASS II
 OF0661
 OF0661.The horizontal coordinates were scaled from a topographic map and have
 OF0661.an estimated accuracy of +/- 6 seconds.
 OF0661
 OF0661.The orthometric height was determined by differential leveling
 OF0661.and adjusted by the National Geodetic Survey in June 1991..
 OF0661.WARNING-Repeat measurements at this control monument indicate possible
 OF0661.vertical movement.
 OF0661
 OF0661.The geoid height was determined by GEOID03.
 OF0661
 OF0661.The dynamic height is computed by dividing the NAVD 88
 OF0661.geopotential number by the normal gravity value computed on the
 OF0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0661.degrees latitude (g = 980.6199 gals.).
 OF0661
 OF0661.The modeled gravity was interpolated from observed gravity values.
 OF0661
 OF0661;                    North         East    Units  Estimated Accuracy
 OF0661;SPC NY C     -   339,680.      252,400.      MT  (+/- 180 meters Scaled)
 OF0661
 OF0661                          SUPERSEDED SURVEY CONTROL
 OF0661
 OF0661  NGVD 29 (??/??/92)  127.474  (m)          418.22   (f) ADJ UNCH    1 2
 OF0661
 OF0661.Superseded values are not recommended for survey control.
 OF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0661.See file dsdata.txt to determine how the superseded data were derived.
 OF0661
 OF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN734684(NAD 83)
 OF0661_MARKER: DB = BENCH MARK DISK
 OF0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0661_SP_SET: BRIDGE
 OF0661_MARK LOGO: CGS   
 OF0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0661
 OF0661  HISTORY     - Date     Condition        Report By
 OF0661  HISTORY     - UNK      MONUMENTED       CGS
 OF0661  HISTORY     - 1931     GOOD             NGS
 OF0661  HISTORY     - 1982     GOOD             NGS
 OF0661  HISTORY     - 1987     GOOD             USPSQD
 OF0661  HISTORY     - 1990     GOOD             USPSQD
 OF0661
 OF0661                          STATION DESCRIPTION
 OF0661
 OF0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OF0661'AT WEEDSPORT.
 OF0661'ON LEHIGH VALLEY RAILROAD BRIDGE OVER OLD ERIE CANAL. ON EAST
 OF0661'WINGWALL OF NORTH ABUTMENT. ERIE CANAL HAS BEEN FILLED IN AND ONLY
 OF0661'THE EAST WINGWALL OF BRIDGE IS NOT COVERED BY RAILROAD FILL.
 OF0661
 OF0661                          STATION RECOVERY (1982)
 OF0661
 OF0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0661'RECOVERED IN GOOD CONDITION.
 OF0661
 OF0661                          STATION RECOVERY (1987)
 OF0661
 OF0661'RECOVERY NOTE BY US POWER SQUADRON 1987 (ESR)
 OF0661'RECOVERED IN GOOD CONDITION.
 OF0661
 OF0661                          STATION RECOVERY (1990)
 OF0661
 OF0661'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1413 ***********************************************************************
 KU1413  DESIGNATION -  C 350
 KU1413  PID         -  KU1413
 KU1413  STATE/COUNTY-  NY/NEW YORK
 KU1413  USGS QUAD   -  CENTRAL PARK (1979)
 KU1413
 KU1413                         *CURRENT SURVEY CONTROL
 KU1413  ___________________________________________________________________
 KU1413* NAD 83(1986)-  40 45 06.     (N)    073 57 53.     (W)     SCALED    
 KU1413* NAVD 88     -         4.629  (meters)      15.19   (feet)  ADJUSTED  
 KU1413  ___________________________________________________________________
 KU1413  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU1413  DYNAMIC HT  -           4.628 (meters)      15.18  (feet)  COMP
 KU1413  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 KU1413
 KU1413  VERT ORDER  -  FIRST     CLASS II
 KU1413
 KU1413.The horizontal coordinates were scaled from a topographic map and have
 KU1413.an estimated accuracy of +/- 6 seconds.
 KU1413
 KU1413.The orthometric height was determined by differential leveling
 KU1413.and adjusted by the National Geodetic Survey in June 1991..
 KU1413
 KU1413.The geoid height was determined by GEOID03.
 KU1413
 KU1413.The dynamic height is computed by dividing the NAVD 88
 KU1413.geopotential number by the normal gravity value computed on the
 KU1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1413.degrees latitude (g = 980.6199 gals.).
 KU1413
 KU1413.The modeled gravity was interpolated from observed gravity values.
 KU1413
 KU1413;                    North         East    Units  Estimated Accuracy
 KU1413;SPC NY E     -   213,110.      195,200.      MT  (+/- 180 meters Scaled)
 KU1413
 KU1413                          SUPERSEDED SURVEY CONTROL
 KU1413
 KU1413  NGVD 29 (??/??/92)    4.961  (m)           16.28   (f) ADJ UNCH    1 2
 KU1413
 KU1413.Superseded values are not recommended for survey control.
 KU1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1413.See file dsdata.txt to determine how the superseded data were derived.
 KU1413
 KU1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL873117(NAD 83)
 KU1413_MARKER: DB = BENCH MARK DISK
 KU1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1413_SP_SET: CONC WALL
 KU1413_STAMPING: C 350 1952
 KU1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1413+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 KU1413
 KU1413  HISTORY     - Date     Condition        Report By
 KU1413  HISTORY     - 1952     MONUMENTED       CGS
 KU1413  HISTORY     - 20050618 GOOD             GEOCAC
 KU1413  HISTORY     - 20060817 GOOD             USPSQD
 KU1413
 KU1413                          STATION DESCRIPTION
 KU1413
 KU1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1413'AT NEW YORK.
 KU1413'AT NEW YORK, IN BOROUGH OF MANHATTAN, 6 1/2 FEET WEST OF WEST
 KU1413'CURB OF SOUTH BOUND TRAFFIC LANE OF FRANKLIN D. ROOSEVELT DRIVE,
 KU1413'41 1/2 FEET SOUTH OF PROLONGED CURB LINE OF EAST 48TH STREET,
 KU1413'SET VERTICALLY IN NORTH FACE OF A CONCRETE WALL SEPARATING
 KU1413'FRANKLIN D. ROOSEVELT DRIVE FROM THE ENTRANCE TO UNITED NATIONS
 KU1413'UNDERGROUND GARAGE AND 2.7 FEET ABOVE LEVEL OF SIDE WALK.
 KU1413
 KU1413                          STATION RECOVERY (2005)
 KU1413
 KU1413'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1413'PAINTED OVER, WITH DESIGNATION AND YEAR VISIBLE.
 KU1413
 KU1413                          STATION RECOVERY (2006)
 KU1413
 KU1413'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 KU1413'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1782 ***********************************************************************
 KU1782  DESIGNATION -  C 351
 KU1782  PID         -  KU1782
 KU1782  STATE/COUNTY-  NY/KINGS
 KU1782  USGS QUAD   -  BROOKLYN (1979)
 KU1782
 KU1782                         *CURRENT SURVEY CONTROL
 KU1782  ___________________________________________________________________
 KU1782* NAD 83(1986)-  40 42 00.     (N)    073 58 18.     (W)     SCALED    
 KU1782* NAVD 88     -         2.438  (meters)       8.00   (feet)  ADJUSTED  
 KU1782  ___________________________________________________________________
 KU1782  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1782  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 KU1782  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 KU1782
 KU1782  VERT ORDER  -  FIRST     CLASS II
 KU1782
 KU1782.The horizontal coordinates were scaled from a topographic map and have
 KU1782.an estimated accuracy of +/- 6 seconds.
 KU1782
 KU1782.The orthometric height was determined by differential leveling
 KU1782.and adjusted by the National Geodetic Survey in June 1991..
 KU1782
 KU1782.The geoid height was determined by GEOID03.
 KU1782
 KU1782.The dynamic height is computed by dividing the NAVD 88
 KU1782.geopotential number by the normal gravity value computed on the
 KU1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1782.degrees latitude (g = 980.6199 gals.).
 KU1782
 KU1782.The modeled gravity was interpolated from observed gravity values.
 KU1782
 KU1782;                    North         East    Units  Estimated Accuracy
 KU1782;SPC NY L     -    59,230.      302,400.      MT  (+/- 180 meters Scaled)
 KU1782
 KU1782                          SUPERSEDED SURVEY CONTROL
 KU1782
 KU1782  NGVD 29 (??/??/92)    2.775  (m)            9.10   (f) ADJ UNCH    1 2
 KU1782
 KU1782.Superseded values are not recommended for survey control.
 KU1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1782.See file dsdata.txt to determine how the superseded data were derived.
 KU1782
 KU1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL868059(NAD 83)
 KU1782_MARKER: DB = BENCH MARK DISK
 KU1782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1782_SP_SET: COLUMN
 KU1782_STAMPING: C 351 1952
 KU1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1782
 KU1782  HISTORY     - Date     Condition        Report By
 KU1782  HISTORY     - 1952     MONUMENTED       CGS
 KU1782
 KU1782                          STATION DESCRIPTION
 KU1782
 KU1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1782'AT NEW YORK.
 KU1782'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1782'LOCATED ON WEST WAY NEAR SHORE SIDE OF BIG MEANEY PIER, SET IN
 KU1782'THE TOP OF EAST SIDE OF BASE OF SECOND STEEL COLUMN SOUTH OF
 KU1782'NORTH END OF STEEL COLUMNS, 4 FEET WEST OF WEST RAIL OF A
 KU1782'RAILROAD TRACK ALONG WEST WAY, 41 FEET SOUTH OF SOUTH END OF BIG
 KU1782'MEANEY PIER, 5 FEET SOUTH OF NORTHEAST CORNER OF COLUMN BASE
 KU1782'AND ABOUT 2 FEET ABOVE WEST WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1158 ***********************************************************************
 KU1158  DESIGNATION -  C 352
 KU1158  PID         -  KU1158
 KU1158  STATE/COUNTY-  NY/BRONX
 KU1158  USGS QUAD   -  FLUSHING (1979)
 KU1158
 KU1158                         *CURRENT SURVEY CONTROL
 KU1158  ___________________________________________________________________
 KU1158* NAD 83(1986)-  40 51 47.     (N)    073 49 48.     (W)     SCALED    
 KU1158* NAVD 88     -         1.395  (meters)       4.58   (feet)  ADJUSTED  
 KU1158  ___________________________________________________________________
 KU1158  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU1158  DYNAMIC HT  -           1.394 (meters)       4.57  (feet)  COMP
 KU1158  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 KU1158
 KU1158  VERT ORDER  -  FIRST     CLASS II
 KU1158
 KU1158.The horizontal coordinates were scaled from a topographic map and have
 KU1158.an estimated accuracy of +/- 6 seconds.
 KU1158
 KU1158.The orthometric height was determined by differential leveling
 KU1158.and adjusted by the National Geodetic Survey in June 1991..
 KU1158
 KU1158.The geoid height was determined by GEOID03.
 KU1158
 KU1158.The dynamic height is computed by dividing the NAVD 88
 KU1158.geopotential number by the normal gravity value computed on the
 KU1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1158.degrees latitude (g = 980.6199 gals.).
 KU1158
 KU1158.The modeled gravity was interpolated from observed gravity values.
 KU1158
 KU1158;                    North         East    Units  Estimated Accuracy
 KU1158;SPC NY E     -   225,560.      206,480.      MT  (+/- 180 meters Scaled)
 KU1158
 KU1158                          SUPERSEDED SURVEY CONTROL
 KU1158
 KU1158  NGVD 29 (??/??/92)    1.719  (m)            5.64   (f) ADJ UNCH    1 2
 KU1158
 KU1158.Superseded values are not recommended for survey control.
 KU1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1158.See file dsdata.txt to determine how the superseded data were derived.
 KU1158
 KU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL986242(NAD 83)
 KU1158_MARKER: DB = BENCH MARK DISK
 KU1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1158_SP_SET: HEADWALL
 KU1158_STAMPING: C 352 1952
 KU1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1158
 KU1158  HISTORY     - Date     Condition        Report By
 KU1158  HISTORY     - 1952     MONUMENTED       CGS
 KU1158  HISTORY     - 20050420 MARK NOT FOUND   GEOCAC
 KU1158
 KU1158                          STATION DESCRIPTION
 KU1158
 KU1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1158'AT NEW YORK.
 KU1158'AT NEW YORK, IN BOROUGH OF BRONX, AT BAYCHESTER, ALONG BAYCHESTER
 KU1158'AVENUE, AT CLOVERLEAF JUNCTION OF NEW ENGLAND THRUWAY, ABOUT 125
 KU1158'YARDS NORTH OF INTERSECTION OF BAYCHESTER AVENUE AND MACE AVENUE,
 KU1158'43 FEET EAST OF EAST CURB OF BAYCHESTER AVENUE, IN THE TOP OF
 KU1158'NORTH END OF CONCRETE HEAD WALL OF 2 PIPE DRAINS EMPTYING INTO A
 KU1158'BAY, AND ABOUT 8 FEET BELOW LEVEL OF BAYCHESTER AVENUE.
 KU1158
 KU1158                          STATION RECOVERY (2005)
 KU1158
 KU1158'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1158'HIGHWAY CONSTRUCTION IN THIS AREA OVER THE LAST 50 YEARS HAS
 KU1158'OBLITERATED BAYCHESTER AVENUE, THE CROSS STREETS AND THE OVERPASSES.
 KU1158'IN ADDITION, THERE HAS BEEN EXTENSIVE FILLING TO THE NORTHEAST FOR THE
 KU1158'DEVELOPMENT OF BAY PLAZA MALL. THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1240 ***********************************************************************
 KU1240  DESIGNATION -  C 353
 KU1240  PID         -  KU1240
 KU1240  STATE/COUNTY-  NY/KINGS
 KU1240  USGS QUAD   -  CONEY ISLAND (1979)
 KU1240
 KU1240                         *CURRENT SURVEY CONTROL
 KU1240  ___________________________________________________________________
 KU1240* NAD 83(1986)-  40 37 22.     (N)    073 53 46.     (W)     SCALED    
 KU1240* NAVD 88     -         8.465  (meters)      27.77   (feet)  ADJUSTED  
 KU1240  ___________________________________________________________________
 KU1240  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KU1240  DYNAMIC HT  -           8.462 (meters)      27.76  (feet)  COMP
 KU1240  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 KU1240
 KU1240  VERT ORDER  -  FIRST     CLASS II
 KU1240
 KU1240.The horizontal coordinates were scaled from a topographic map and have
 KU1240.an estimated accuracy of +/- 6 seconds.
 KU1240
 KU1240.The orthometric height was determined by differential leveling
 KU1240.and adjusted by the National Geodetic Survey in June 1991..
 KU1240
 KU1240.The geoid height was determined by GEOID03.
 KU1240
 KU1240.The dynamic height is computed by dividing the NAVD 88
 KU1240.geopotential number by the normal gravity value computed on the
 KU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1240.degrees latitude (g = 980.6199 gals.).
 KU1240
 KU1240.The modeled gravity was interpolated from observed gravity values.
 KU1240
 KU1240;                    North         East    Units  Estimated Accuracy
 KU1240;SPC NY L     -    50,650.      308,790.      MT  (+/- 180 meters Scaled)
 KU1240
 KU1240                          SUPERSEDED SURVEY CONTROL
 KU1240
 KU1240  NGVD 29 (??/??/92)    8.803  (m)           28.88   (f) ADJ UNCH    1 2
 KU1240
 KU1240.Superseded values are not recommended for survey control.
 KU1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1240.See file dsdata.txt to determine how the superseded data were derived.
 KU1240
 KU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK933974(NAD 83)
 KU1240_MARKER: DB = BENCH MARK DISK
 KU1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1240_SP_SET: RAILING BASE
 KU1240_STAMPING: C 353 1952
 KU1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1240
 KU1240  HISTORY     - Date     Condition        Report By
 KU1240  HISTORY     - 1952     MONUMENTED       CGS
 KU1240  HISTORY     - 20000909 GOOD             LOCSUR
 KU1240  HISTORY     - 20060523 GOOD             GEOCAC
 KU1240
 KU1240                          STATION DESCRIPTION
 KU1240
 KU1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1240'AT NEW YORK.
 KU1240'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE NORTHEAST END OF
 KU1240'SHORE PARKWAY BRIDGE OVER PAERDEGAT BASIN, 3.3 FEET SOUTHWEST
 KU1240'OF NORTHEAST END OF SOUTHEAST STEEL RAILING OF BRIDGE, IN THE
 KU1240'TOP OF CONCRETE BASE OF RAILING AND 0.3 FOOT NORTHWEST OF
 KU1240'RAILING.
 KU1240
 KU1240                          STATION RECOVERY (2000)
 KU1240
 KU1240'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (CAG)
 KU1240'RECOVERED IN GOOD CONDITION.
 KU1240
 KU1240                          STATION RECOVERY (2006)
 KU1240
 KU1240'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1240'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE HIGHWAY CROSSING OVER
 KU1240'THE BRIDGE IS NOW KNOWN AS THE BELT PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1401 ***********************************************************************
 KU1401  DESIGNATION -  C 354
 KU1401  PID         -  KU1401
 KU1401  STATE/COUNTY-  NY/QUEENS
 KU1401  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1401
 KU1401                         *CURRENT SURVEY CONTROL
 KU1401  ___________________________________________________________________
 KU1401* NAD 83(1986)-  40 36 39.     (N)    073 49 09.     (W)     SCALED    
 KU1401* NAVD 88     -         2.053  (meters)       6.74   (feet)  ADJUSTED  
 KU1401  ___________________________________________________________________
 KU1401  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KU1401  DYNAMIC HT  -           2.052 (meters)       6.73  (feet)  COMP
 KU1401  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 KU1401
 KU1401  VERT ORDER  -  FIRST     CLASS II
 KU1401
 KU1401.The horizontal coordinates were scaled from a topographic map and have
 KU1401.an estimated accuracy of +/- 6 seconds.
 KU1401
 KU1401.The orthometric height was determined by differential leveling
 KU1401.and adjusted by the National Geodetic Survey in June 1991..
 KU1401
 KU1401.The geoid height was determined by GEOID03.
 KU1401
 KU1401.The dynamic height is computed by dividing the NAVD 88
 KU1401.geopotential number by the normal gravity value computed on the
 KU1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1401.degrees latitude (g = 980.6199 gals.).
 KU1401
 KU1401.The modeled gravity was interpolated from observed gravity values.
 KU1401
 KU1401;                    North         East    Units  Estimated Accuracy
 KU1401;SPC NY L     -    49,340.      315,300.      MT  (+/- 180 meters Scaled)
 KU1401
 KU1401                          SUPERSEDED SURVEY CONTROL
 KU1401
 KU1401  NGVD 29 (??/??/92)    2.390  (m)            7.84   (f) ADJ UNCH    1 2
 KU1401
 KU1401.Superseded values are not recommended for survey control.
 KU1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1401.See file dsdata.txt to determine how the superseded data were derived.
 KU1401
 KU1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK998962(NAD 83)
 KU1401_MARKER: DB = BENCH MARK DISK
 KU1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1401_SP_SET: CULVERT
 KU1401_STAMPING: C 354 1952
 KU1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1401
 KU1401  HISTORY     - Date     Condition        Report By
 KU1401  HISTORY     - 1952     MONUMENTED       CGS
 KU1401  HISTORY     - 1988     GOOD             USPSQD
 KU1401
 KU1401                          STATION DESCRIPTION
 KU1401
 KU1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1401'AT NEW YORK.
 KU1401'AT NEW YORK, IN BOROUGH OF QUEENS, ABOUT 0.9 MILE NORTH ALONG
 KU1401'CROSS BAY BOULEVARD FROM THE TOLL BOOTH AT NORTH END OF CROSS
 KU1401'BAY BRIDGE, IN THE TOP AND 3 FEET NORTH OF THE SOUTH END OF THE
 KU1401'CONCRETE HEAD WALL OF A 12-FOOT CONCRETE CULVERT, 13 1/2 FEET
 KU1401'WEST OF WEST CURB OF WEST LANE OF CROSS BAY BOULEVARD, AND
 KU1401'ABOUT LEVEL WITH SIDE WALK.
 KU1401
 KU1401                          STATION RECOVERY (1988)
 KU1401
 KU1401'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPV)
 KU1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0578 ***********************************************************************
 NC0578  DESIGNATION -  C 355
 NC0578  PID         -  NC0578
 NC0578  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0578  USGS QUAD   -  GERRY (1979)
 NC0578
 NC0578                         *CURRENT SURVEY CONTROL
 NC0578  ___________________________________________________________________
 NC0578* NAD 83(1986)-  42 08 57.     (N)    079 14 52.     (W)     SCALED    
 NC0578* NAVD 88     -       525.352  (meters)    1723.59   (feet)  ADJUSTED  
 NC0578  ___________________________________________________________________
 NC0578  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NC0578  DYNAMIC HT  -         525.151 (meters)    1722.93  (feet)  COMP
 NC0578  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 NC0578
 NC0578  VERT ORDER  -  SECOND    CLASS 0
 NC0578
 NC0578.This mark is at Chautauqua Co/jamestown Airport (JHW)
 NC0578
 NC0578.The horizontal coordinates were scaled from a topographic map and have
 NC0578.an estimated accuracy of +/- 6 seconds.
 NC0578
 NC0578.The orthometric height was determined by differential leveling
 NC0578.and adjusted by the National Geodetic Survey in June 1991..
 NC0578
 NC0578.The geoid height was determined by GEOID03.
 NC0578
 NC0578.The dynamic height is computed by dividing the NAVD 88
 NC0578.geopotential number by the normal gravity value computed on the
 NC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0578.degrees latitude (g = 980.6199 gals.).
 NC0578
 NC0578.The modeled gravity was interpolated from observed gravity values.
 NC0578
 NC0578;                    North         East    Units  Estimated Accuracy
 NC0578;SPC NY W     -   238,880.      295,080.      MT  (+/- 180 meters Scaled)
 NC0578
 NC0578                          SUPERSEDED SURVEY CONTROL
 NC0578
 NC0578  NGVD 29 (??/??/92)  525.503  (m)         1724.09   (f) ADJ UNCH    2 0
 NC0578
 NC0578.Superseded values are not recommended for survey control.
 NC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0578.See file dsdata.txt to determine how the superseded data were derived.
 NC0578
 NC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG447678(NAD 83)
 NC0578_MARKER: DD = SURVEY DISK
 NC0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0578_SP_SET: CONCRETE SILL
 NC0578_STAMPING: C 355 1956
 NC0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0578
 NC0578  HISTORY     - Date     Condition        Report By
 NC0578  HISTORY     - 1956     MONUMENTED       CGS
 NC0578  HISTORY     - 1971     GOOD             NGS
 NC0578  HISTORY     - 1976     GOOD             NGS
 NC0578
 NC0578                          STATION DESCRIPTION
 NC0578
 NC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NC0578'4 MI N FROM JAMESTOWN.
 NC0578'LOCATED ABOUT 4 MILES NORTH OF JAMESTOWN, CHAUTAUQUA COUNTY, NEW YORK,
 NC0578'AT THE JAMESTOWN MUNICIPAL AIRPORT, AT THE SOUTHEAST SIDE OF THE
 NC0578'AIRPORT, JUST WEST OF THE EXCEL METAL CABINET COMPANY PLANT, ON THE
 NC0578'EAST SIDE OF THE LARGE MUNICIPAL HANGAR, 25 FEET SOUTH OF THE
 NC0578'NORTHEAST CORNER. A STANDARD DISK, STAMPED C 355 1956, CEMENTED IN A
 NC0578'DRILLHOLE IN THE CONCRETE SILL OF AN OVERHEAD DOOR, 2 INCHES ABOVE
 NC0578'GROUND LEVEL.
 NC0578
 NC0578                          STATION RECOVERY (1971)
 NC0578
 NC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NC0578'RECOVERED IN GOOD CONDITION.
 NC0578
 NC0578                          STATION RECOVERY (1976)
 NC0578
 NC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NC0578'ON THE EAST SIDE OF CHAUTAUQUA COUNTY AIRPORT (FORMERLY THE JAMESTOWN
 NC0578'MUNICIPAL AIRPORT), JUST WEST OF THE AMERICAN STERILIZER CO. PLANT,
 NC0578'AT THE EAST ENTRANCE TO THE FLUVANNA FIRE DEPARTMENT STATION NO. 2
 NC0578'(WHICH IS LOCATED IN THE NORTHEAST SECTION OF A LARGE HANGAR), 25
 NC0578'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, IN A 3 INCH PVC
 NC0578'PIPE AND ABOUT 10 INCHES BELOW THE SURFACE OF THE CONCRETE SILL OF AN
 NC0578'OVERHEAD DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0248 ***********************************************************************
 OE0248  DESIGNATION -  C 356
 OE0248  PID         -  OE0248
 OE0248  STATE/COUNTY-  NY/SARATOGA
 OE0248  USGS QUAD   -  EDINBURG (1970)
 OE0248
 OE0248                         *CURRENT SURVEY CONTROL
 OE0248  ___________________________________________________________________
 OE0248* NAD 83(1986)-  43 09 50.     (N)    074 06 32.     (W)     SCALED    
 OE0248* NAVD 88     -       241.054  (meters)     790.86   (feet)  ADJUSTED  
 OE0248  ___________________________________________________________________
 OE0248  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 OE0248  DYNAMIC HT  -         240.991 (meters)     790.65  (feet)  COMP
 OE0248  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 OE0248
 OE0248  VERT ORDER  -  SECOND    CLASS 0
 OE0248
 OE0248.The horizontal coordinates were scaled from a topographic map and have
 OE0248.an estimated accuracy of +/- 6 seconds.
 OE0248
 OE0248.The orthometric height was determined by differential leveling
 OE0248.and adjusted by the National Geodetic Survey in June 1991..
 OE0248
 OE0248.The geoid height was determined by GEOID03.
 OE0248
 OE0248.The dynamic height is computed by dividing the NAVD 88
 OE0248.geopotential number by the normal gravity value computed on the
 OE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0248.degrees latitude (g = 980.6199 gals.).
 OE0248
 OE0248.The modeled gravity was interpolated from observed gravity values.
 OE0248
 OE0248;                    North         East    Units  Estimated Accuracy
 OE0248;SPC NY E     -   480,950.      181,800.      MT  (+/- 180 meters Scaled)
 OE0248
 OE0248                          SUPERSEDED SURVEY CONTROL
 OE0248
 OE0248  NGVD 29 (??/??/92)  241.185  (m)          791.29   (f) ADJ UNCH    2 0
 OE0248
 OE0248.Superseded values are not recommended for survey control.
 OE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0248.See file dsdata.txt to determine how the superseded data were derived.
 OE0248
 OE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN724794(NAD 83)
 OE0248_MARKER: DB = BENCH MARK DISK
 OE0248_SETTING: 80 = SET IN A BOULDER
 OE0248_SP_SET: BOULDER
 OE0248_STAMPING: C 356 1955
 OE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0248+STABILITY: SURFACE MOTION
 OE0248
 OE0248  HISTORY     - Date     Condition        Report By
 OE0248  HISTORY     - 1955     MONUMENTED       CGS
 OE0248
 OE0248                          STATION DESCRIPTION
 OE0248
 OE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OE0248'1.9 MI NE FROM NORTHAMPTON.
 OE0248'ABOUT 1.9 MILES NORTHEAST ALONG A ROAD LEADING TO BACHELLERVILLE FROM
 OE0248'THE PRESBYTERIAN CHURCH AT NORTHAMPTON, ABOUT 0.1 MILE SOUTHWEST AND
 OE0248'ACROSS THE ROAD FROM I GO INN, IN THE TOP OF AN OUTCROPPING BOULDER
 OE0248'THAT IS ABOUT 4 X 8 FEET, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 OE0248'THE ROAD, 88 FEET NORTHWEST OF THE WEST CORNER OF A 1 1/2 STORY FRAME
 OE0248'HOUSE, 15 FEET EAST OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT
 OE0248'UNDER DRIVE TO HOUSE, 12 FEET NORTHEAST OF THE CENTER LINE OF THE
 OE0248'DRIVE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0734 ***********************************************************************
 OD0734  DESIGNATION -  C 357
 OD0734  PID         -  OD0734
 OD0734  STATE/COUNTY-  NY/SARATOGA
 OD0734  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0734
 OD0734                         *CURRENT SURVEY CONTROL
 OD0734  ___________________________________________________________________
 OD0734* NAD 83(1986)-  43 15 42.     (N)    073 50 52.     (W)     SCALED    
 OD0734* NAVD 88     -       193.199  (meters)     633.85   (feet)  ADJUSTED  
 OD0734  ___________________________________________________________________
 OD0734  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OD0734  DYNAMIC HT  -         193.152 (meters)     633.70  (feet)  COMP
 OD0734  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 OD0734
 OD0734  VERT ORDER  -  FIRST     CLASS II
 OD0734
 OD0734.The horizontal coordinates were scaled from a topographic map and have
 OD0734.an estimated accuracy of +/- 6 seconds.
 OD0734
 OD0734.The orthometric height was determined by differential leveling
 OD0734.and adjusted by the National Geodetic Survey in June 1991..
 OD0734
 OD0734.The geoid height was determined by GEOID03.
 OD0734
 OD0734.The dynamic height is computed by dividing the NAVD 88
 OD0734.geopotential number by the normal gravity value computed on the
 OD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0734.degrees latitude (g = 980.6199 gals.).
 OD0734
 OD0734.The modeled gravity was interpolated from observed gravity values.
 OD0734
 OD0734;                    North         East    Units  Estimated Accuracy
 OD0734;SPC NY E     -   491,950.      202,950.      MT  (+/- 180 meters Scaled)
 OD0734
 OD0734                          SUPERSEDED SURVEY CONTROL
 OD0734
 OD0734  NGVD 29 (??/??/92)  193.332  (m)          634.29   (f) ADJ UNCH    1 2
 OD0734
 OD0734.Superseded values are not recommended for survey control.
 OD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0734.See file dsdata.txt to determine how the superseded data were derived.
 OD0734
 OD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN935905(NAD 83)
 OD0734_MARKER: DB = BENCH MARK DISK
 OD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0734_STAMPING: C 357 1955
 OD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0734+STABILITY: SURFACE MOTION
 OD0734
 OD0734  HISTORY     - Date     Condition        Report By
 OD0734  HISTORY     - 1955     MONUMENTED       CGS
 OD0734
 OD0734                          STATION DESCRIPTION
 OD0734
 OD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0734'0.65 MI N FROM CORINTH.
 OD0734'ABOUT 0.65 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0734'STATION AT CORINTH, ABOUT 0.1 MILE NORTH OF MILE POST NC 40 - A 55, AT
 OD0734'A DIM ROAD CROSSING, 78 1/2 FEET WEST OF WEST RAIL, 83 FEET WEST OF
 OD0734'CENTER OF CROSSING, 21 1/2 FEET NORTH OF CENTER OF A GATE ACROSS DIM
 OD0734'ROAD, 2 FEET EAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A WHITE
 OD0734'WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 OD0734'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0776 ***********************************************************************
 PG0776  DESIGNATION -  C 358 RESET 1958
 PG0776  PID         -  PG0776
 PG0776  STATE/COUNTY-  NY/ESSEX
 PG0776  USGS QUAD   -  
 PG0776
 PG0776                         *CURRENT SURVEY CONTROL
 PG0776  ___________________________________________________________________
 PG0776* NAD 83(1986)-  44 29 42.     (N)    073 28 58.     (W)     SCALED    
 PG0776* NAVD 88     -       155.01   (+/-2cm)     508.6    (feet)  VERTCON   
 PG0776  ___________________________________________________________________
 PG0776  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0776
 PG0776  VERT ORDER  -  THIRD (See Below)
 PG0776
 PG0776.The horizontal coordinates were scaled from a topographic map and have
 PG0776.an estimated accuracy of +/- 6 seconds.
 PG0776
 PG0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG0776.The vertical order pertains to the NGVD 29 superseded value.
 PG0776
 PG0776.The geoid height was determined by GEOID03.
 PG0776
 PG0776;                    North         East    Units  Estimated Accuracy
 PG0776;SPC NY E     -   629,260.      230,900.      MT  (+/- 180 meters Scaled)
 PG0776
 PG0776                          SUPERSEDED SURVEY CONTROL
 PG0776
 PG0776  NGVD 29 (??/??/??)  155.15   (m)          509.0    (f) RESET       3  
 PG0776
 PG0776.Superseded values are not recommended for survey control.
 PG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0776.See file dsdata.txt to determine how the superseded data were derived.
 PG0776
 PG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ206279(NAD 83)
 PG0776_MARKER: DB = BENCH MARK DISK
 PG0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0776_SP_SET: CULVERT
 PG0776_STAMPING: C 358 RESET 1958
 PG0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0776
 PG0776  HISTORY     - Date     Condition        Report By
 PG0776  HISTORY     - 1958     MONUMENTED       CGS
 PG0776  HISTORY     - 1973     GOOD             NGS
 PG0776  HISTORY     - 20030625 GOOD             NYDT
 PG0776
 PG0776                          STATION DESCRIPTION
 PG0776
 PG0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0776'0.4 MI S FROM KEESEVILLE.
 PG0776'ABOUT 0.4 MILES SOUTH ALONG US HIGHWAY 9 FROM THE IMMACULATE
 PG0776'CONCEPTION CATHOLIC CHURCH AT KEESEVILLE, 89.6 FEET NORTH OF THE NORTH
 PG0776'CORNER OF PEPSI-COLA BOTTLING PLANT, 65.8 FEET EAST OF AND ACROSS AN
 PG0776'ASPHALT DRIVEWAY FROM THE TOP AND CENTER OF A FIRE HYDRANT, 21.3 FEET
 PG0776'SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 17 FEET NORTHEAST OF CENTER
 PG0776'LINE OF ASPHALT DRIVEWAY TO LOADING AREA, SET IN THE TOP OF SOUTHEAST
 PG0776'END OF NORTHEAST CONCRETE HEADWALL OF SMALL PIPE CULVERT UNDER THE
 PG0776'DRIVEWAY, ABOUT LEVEL WITH THE HIGHWAY.
 PG0776
 PG0776                          STATION RECOVERY (2003)
 PG0776
 PG0776'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0679 ***********************************************************************
 PG0679  DESIGNATION -  C 359
 PG0679  PID         -  PG0679
 PG0679  STATE/COUNTY-  NY/ESSEX
 PG0679  USGS QUAD   -  
 PG0679
 PG0679                         *CURRENT SURVEY CONTROL
 PG0679  ___________________________________________________________________
 PG0679* NAD 83(1986)-  44 09 29.     (N)    073 25 43.     (W)     SCALED    
 PG0679* NAVD 88     -        77.638  (meters)     254.72   (feet)  ADJUSTED  
 PG0679  ___________________________________________________________________
 PG0679  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG0679  DYNAMIC HT  -          77.628 (meters)     254.68  (feet)  COMP
 PG0679  MODELED GRAV-     980,486.2   (mgal)                       NAVD 88
 PG0679
 PG0679  VERT ORDER  -  FIRST     CLASS II
 PG0679
 PG0679.The horizontal coordinates were scaled from a topographic map and have
 PG0679.an estimated accuracy of +/- 6 seconds.
 PG0679
 PG0679.The orthometric height was determined by differential leveling
 PG0679.and adjusted by the National Geodetic Survey in June 1991..
 PG0679
 PG0679.The geoid height was determined by GEOID03.
 PG0679
 PG0679.The dynamic height is computed by dividing the NAVD 88
 PG0679.geopotential number by the normal gravity value computed on the
 PG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0679.degrees latitude (g = 980.6199 gals.).
 PG0679
 PG0679.The modeled gravity was interpolated from observed gravity values.
 PG0679
 PG0679;                    North         East    Units  Estimated Accuracy
 PG0679;SPC NY E     -   591,880.      235,700.      MT  (+/- 180 meters Scaled)
 PG0679
 PG0679                          SUPERSEDED SURVEY CONTROL
 PG0679
 PG0679  NGVD 29 (??/??/??)   77.808  (m)          255.28   (f) ADJUSTED    1 2
 PG0679
 PG0679.Superseded values are not recommended for survey control.
 PG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0679.See file dsdata.txt to determine how the superseded data were derived.
 PG0679
 PG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP256906(NAD 83)
 PG0679_MARKER: DB = BENCH MARK DISK
 PG0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0679_SP_SET: CULVERT
 PG0679_STAMPING: C 359 1955
 PG0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0679
 PG0679  HISTORY     - Date     Condition        Report By
 PG0679  HISTORY     - 1955     MONUMENTED       CGS
 PG0679  HISTORY     - 1973     GOOD             NGS
 PG0679
 PG0679                          STATION DESCRIPTION
 PG0679
 PG0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0679'1.9 MI S FROM WESTPORT.
 PG0679'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 22 AND 9N FROM THE NATIONAL
 PG0679'BANK AT WESTPORT, 0.1 MILE SOUTH OF A GULF SERVICE STATION (STONE
 PG0679'BUILDING), 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 246 FEET
 PG0679'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL HANGAR AT WESTPORT
 PG0679'AIRPORT, 7.7 FEET WEST OF A WIRE CABLE GUARDRAIL, ABOUT 4 FEET BELOW
 PG0679'THE LEVEL OF THE HIGHWAY AND SET IN THE SOUTH END OF THE WEST CONCRETE
 PG0679'HEADWALL FOR A 3-FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0388 ***********************************************************************
 NB0388  DESIGNATION -  C 36
 NB0388  PID         -  NB0388
 NB0388  STATE/COUNTY-  NY/TOMPKINS
 NB0388  USGS QUAD   -  WEST DANBY (1969)
 NB0388
 NB0388                         *CURRENT SURVEY CONTROL
 NB0388  ___________________________________________________________________
 NB0388* NAD 83(1986)-  42 20 49.     (N)    076 32 26.     (W)     SCALED    
 NB0388* NAVD 88     -       203.571  (meters)     667.88   (feet)  ADJUSTED  
 NB0388  ___________________________________________________________________
 NB0388  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NB0388  DYNAMIC HT  -         203.495 (meters)     667.63  (feet)  COMP
 NB0388  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 NB0388
 NB0388  VERT ORDER  -  FIRST     CLASS II
 NB0388
 NB0388.The horizontal coordinates were scaled from a topographic map and have
 NB0388.an estimated accuracy of +/- 6 seconds.
 NB0388
 NB0388.The orthometric height was determined by differential leveling
 NB0388.and adjusted by the National Geodetic Survey in June 1991..
 NB0388
 NB0388.The geoid height was determined by GEOID03.
 NB0388
 NB0388.The dynamic height is computed by dividing the NAVD 88
 NB0388.geopotential number by the normal gravity value computed on the
 NB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0388.degrees latitude (g = 980.6199 gals.).
 NB0388
 NB0388.The modeled gravity was interpolated from observed gravity values.
 NB0388
 NB0388;                    North         East    Units  Estimated Accuracy
 NB0388;SPC NY C     -   260,630.      253,530.      MT  (+/- 180 meters Scaled)
 NB0388
 NB0388                          SUPERSEDED SURVEY CONTROL
 NB0388
 NB0388  NGVD 29 (??/??/92)  203.699  (m)          668.30   (f) ADJ UNCH    1 2
 NB0388
 NB0388.Superseded values are not recommended for survey control.
 NB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0388.See file dsdata.txt to determine how the superseded data were derived.
 NB0388
 NB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM731894(NAD 83)
 NB0388_MARKER: DB = BENCH MARK DISK
 NB0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0388_SP_SET: BRIDGE
 NB0388_STAMPING: C 36 1932
 NB0388_MARK LOGO: CGS   
 NB0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0388
 NB0388  HISTORY     - Date     Condition        Report By
 NB0388  HISTORY     - 1932     MONUMENTED       CGS
 NB0388  HISTORY     - 1982     GOOD             NGS
 NB0388  HISTORY     - 1985     GOOD             USPSQD
 NB0388  HISTORY     - 1989     GOOD             USPSQD
 NB0388  HISTORY     - 19940718 GOOD             USPSQD
 NB0388  HISTORY     - 19990818 GOOD             USPSQD
 NB0388
 NB0388                          STATION DESCRIPTION
 NB0388
 NB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NB0388'1.8 MI SE FROM NEWFIELD.
 NB0388'ON THE LEHIGH VALLEY RAILROAD, 0.4 MILE NORTHWEST OF MILEPOST 299,
 NB0388'ABOUT 400 YARDS SOUTHEAST OF THE GRADE CROSSING OF NEW YORK HIGHWAY
 NB0388'NO. 34, 0.2 MILE NORTHWEST OF AUTOMATIC SIGNAL SEMAPHORE I 299.1,
 NB0388'40 FEET NORTHWEST OF A COUNTY ROAD CROSSING, AT RAILROAD BRIDGE
 NB0388'I 299, IN THE TOP THE NORTHEAST WINGWALL OF THE SOUTHEAST ABUTMENT.
 NB0388
 NB0388                          STATION RECOVERY (1982)
 NB0388
 NB0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NB0388'3.45 KM (2.15 MI) NORTH ALONG STATE HIGHWAY 34 AND 96 FROM THE
 NB0388'JUNCTION OF COUNTY ROAD 188 (STATION ROAD) IN WEST DANBY TO
 NB0388'THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST WINGWALL OF THE
 NB0388'SOUTHEAST ABUTMENT OF A RAILROAD BRIDGE OFER A SMALL CREEK,
 NB0388'42.06 METERS (138.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 NB0388'HIGHWAY, 10.97 METERS (36.0 FT) NORTHWEST OF THE CENTER OF
 NB0388'BROWN ROAD, 2.44 METERS (8.0 FT) NORTHEAST OF THE NORTHEAST
 NB0388'RAIL.
 NB0388'THE MARK IS 0.60 M BELOW TRACKS.
 NB0388
 NB0388                          STATION RECOVERY (1985)
 NB0388
 NB0388'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0388'RECOVERED IN GOOD CONDITION.
 NB0388
 NB0388                          STATION RECOVERY (1989)
 NB0388
 NB0388'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGR)
 NB0388'RECOVERED IN GOOD CONDITION.
 NB0388
 NB0388                          STATION RECOVERY (1994)
 NB0388
 NB0388'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0388'RECOVERED IN GOOD CONDITION.
 NB0388
 NB0388                          STATION RECOVERY (1999)
 NB0388
 NB0388'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0464 ***********************************************************************
 OD0464  DESIGNATION -  C 360
 OD0464  PID         -  OD0464
 OD0464  STATE/COUNTY-  NY/WASHINGTON
 OD0464  USGS QUAD   -  WHITEHALL (1950)
 OD0464
 OD0464                         *CURRENT SURVEY CONTROL
 OD0464  ___________________________________________________________________
 OD0464* NAD 83(1986)-  43 31 30.     (N)    073 24 35.     (W)     SCALED    
 OD0464* NAVD 88     -        35.822  (meters)     117.53   (feet)  ADJUSTED  
 OD0464  ___________________________________________________________________
 OD0464  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 OD0464  DYNAMIC HT  -          35.814 (meters)     117.50  (feet)  COMP
 OD0464  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OD0464
 OD0464  VERT ORDER  -  FIRST     CLASS I
 OD0464
 OD0464.The horizontal coordinates were scaled from a topographic map and have
 OD0464.an estimated accuracy of +/- 6 seconds.
 OD0464
 OD0464.The orthometric height was determined by differential leveling
 OD0464.and adjusted by the National Geodetic Survey in June 1991..
 OD0464
 OD0464.The geoid height was determined by GEOID03.
 OD0464
 OD0464.The dynamic height is computed by dividing the NAVD 88
 OD0464.geopotential number by the normal gravity value computed on the
 OD0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0464.degrees latitude (g = 980.6199 gals.).
 OD0464
 OD0464.The modeled gravity was interpolated from observed gravity values.
 OD0464
 OD0464;                    North         East    Units  Estimated Accuracy
 OD0464;SPC NY E     -   521,570.      238,130.      MT  (+/- 180 meters Scaled)
 OD0464
 OD0464                          SUPERSEDED SURVEY CONTROL
 OD0464
 OD0464.No superseded survey control is available for this station.
 OD0464
 OD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP285203(NAD 83)
 OD0464_MARKER: DB = BENCH MARK DISK
 OD0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0464_SP_SET: CULVERT
 OD0464_STAMPING: C 360 1955
 OD0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0464
 OD0464  HISTORY     - Date     Condition        Report By
 OD0464  HISTORY     - 1955     MONUMENTED       CGS
 OD0464  HISTORY     - 1973     GOOD             NGS
 OD0464
 OD0464                          STATION DESCRIPTION
 OD0464
 OD0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0464'1.6 MI SSW FROM WHITEHALL.
 OD0464'ABOUT 1.6 MILES SOUTH-SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD
 OD0464'FROM THE STATION AT WHITEHALL, 12 1/2 RAILS-0.1 MILE OR 162 YARDS
 OD0464'SOUTH-SOUTHWEST OF MILEPOST A76-RP115, 74 YARDS EAST OF AND ACROSS
 OD0464'11-SETS OF TRACK, FROM THE MOST SOUTHERLY ONE OF TWO YARD RADIO
 OD0464'TOWERS, 22.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 OD0464'TRACK, SET IN TOP OF THE NORTHEAST END OF THE SOUTHEAST STONE HEAD OF
 OD0464'A 2 1/2 FOOT BOX LIKE CULVERT, 6 FEET BELOW LEVEL OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0353 ***********************************************************************
 OD0353  DESIGNATION -  C 361
 OD0353  PID         -  OD0353
 OD0353  STATE/COUNTY-  NY/WASHINGTON
 OD0353  USGS QUAD   -  PUTNAM (1950)
 OD0353
 OD0353                         *CURRENT SURVEY CONTROL
 OD0353  ___________________________________________________________________
 OD0353* NAD 83(1986)-  43 42 24.     (N)    073 23 36.     (W)     SCALED    
 OD0353* NAVD 88     -        33.054  (meters)     108.44   (feet)  ADJUSTED  
 OD0353  ___________________________________________________________________
 OD0353  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 OD0353  DYNAMIC HT  -          33.048 (meters)     108.42  (feet)  COMP
 OD0353  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 OD0353
 OD0353  VERT ORDER  -  FIRST     CLASS I
 OD0353
 OD0353.The horizontal coordinates were scaled from a topographic map and have
 OD0353.an estimated accuracy of +/- 6 seconds.
 OD0353
 OD0353.The orthometric height was determined by differential leveling
 OD0353.and adjusted by the National Geodetic Survey in June 1991..
 OD0353
 OD0353.The geoid height was determined by GEOID03.
 OD0353
 OD0353.The dynamic height is computed by dividing the NAVD 88
 OD0353.geopotential number by the normal gravity value computed on the
 OD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0353.degrees latitude (g = 980.6199 gals.).
 OD0353
 OD0353.The modeled gravity was interpolated from observed gravity values.
 OD0353
 OD0353;                    North         East    Units  Estimated Accuracy
 OD0353;SPC NY E     -   541,770.      239,190.      MT  (+/- 180 meters Scaled)
 OD0353
 OD0353                          SUPERSEDED SURVEY CONTROL
 OD0353
 OD0353.No superseded survey control is available for this station.
 OD0353
 OD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP294405(NAD 83)
 OD0353_MARKER: DB = BENCH MARK DISK
 OD0353_SETTING: 66 = SET IN ROCK OUTCROP
 OD0353_SP_SET: ROCK CUT
 OD0353_STAMPING: C 361 1955
 OD0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0353+STABILITY: POSITION/ELEVATION WELL
 OD0353
 OD0353  HISTORY     - Date     Condition        Report By
 OD0353  HISTORY     - 1955     MONUMENTED       CGS
 OD0353  HISTORY     - 1973     GOOD             NGS
 OD0353
 OD0353                          STATION DESCRIPTION
 OD0353
 OD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0353'11.90 MI S FROM FORT TICONDEROGA.
 OD0353'ABOUT 11.90 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0353'THE CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, SET VERTICALLY
 OD0353'IN THE EAST FACE OF A ROCK CUT, ABOUT 5 RAILS NORTHEAST OF MILEPOST
 OD0353'A90-RP101, 10.6 FEET WEST OF THE WEST RAIL, 4 FEET SOUTH OF THE NORTH
 OD0353'END OF THE CUT, 2.8 FEET ABOVE GROUND AND 1 FOOT ABOVE RAIL.
 OD0353'NOTE--ALSO MAY BE REACHED 12.45 MILES NORTHWEST OF WHITEHALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0442 ***********************************************************************
 PG0442  DESIGNATION -  C 362
 PG0442  PID         -  PG0442
 PG0442  STATE/COUNTY-  NY/CLINTON
 PG0442  USGS QUAD   -  KEESEVILLE (1966)
 PG0442
 PG0442                         *CURRENT SURVEY CONTROL
 PG0442  ___________________________________________________________________
 PG0442* NAD 83(1986)-  44 34 42.     (N)    073 26 40.     (W)     SCALED    
 PG0442* NAVD 88     -        39.544  (meters)     129.74   (feet)  ADJUSTED  
 PG0442  ___________________________________________________________________
 PG0442  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 PG0442  DYNAMIC HT  -          39.541 (meters)     129.73  (feet)  COMP
 PG0442  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 PG0442
 PG0442  VERT ORDER  -  FIRST     CLASS I
 PG0442
 PG0442.The horizontal coordinates were scaled from a topographic map and have
 PG0442.an estimated accuracy of +/- 6 seconds.
 PG0442
 PG0442.The orthometric height was determined by differential leveling
 PG0442.and adjusted by the National Geodetic Survey in June 1991..
 PG0442
 PG0442.The geoid height was determined by GEOID03.
 PG0442
 PG0442.The dynamic height is computed by dividing the NAVD 88
 PG0442.geopotential number by the normal gravity value computed on the
 PG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0442.degrees latitude (g = 980.6199 gals.).
 PG0442
 PG0442.The modeled gravity was interpolated from observed gravity values.
 PG0442
 PG0442;                    North         East    Units  Estimated Accuracy
 PG0442;SPC NY E     -   638,560.      233,830.      MT  (+/- 180 meters Scaled)
 PG0442
 PG0442                          SUPERSEDED SURVEY CONTROL
 PG0442
 PG0442  NGVD 29 (??/??/??)   39.683  (m)          130.19   (f) ADJUSTED    1 1
 PG0442
 PG0442.Superseded values are not recommended for survey control.
 PG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0442.See file dsdata.txt to determine how the superseded data were derived.
 PG0442
 PG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ234372(NAD 83)
 PG0442_MARKER: DB = BENCH MARK DISK
 PG0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0442_SP_SET: UNDERPASS
 PG0442_STAMPING: C 362 1955
 PG0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0442
 PG0442  HISTORY     - Date     Condition        Report By
 PG0442  HISTORY     - 1955     MONUMENTED       CGS
 PG0442  HISTORY     - 1973     GOOD             NGS
 PG0442  HISTORY     - 1987     POOR             USPSQD
 PG0442  HISTORY     - 19990304 GOOD             USPSQD
 PG0442
 PG0442                          STATION DESCRIPTION
 PG0442
 PG0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0442'4.7 MI N FROM PORT KENT.
 PG0442'ABOUT 4.7 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0442'CROSSING WITH STATE HIGHWAY 373 AT PORT KENT, 8 1/2 RAILS OR 108 YARDS
 PG0442'NORTH OF MILEPOST A 159, 0.1 MILE NORTH OF RAILROAD BRIDGE OVER THE
 PG0442'LITTLE AUSABLE RIVER, AT U.S. HIGHWAY 9 UNDERPASS, 7.5 FEET EAST OF
 PG0442'EAST RAIL OF TRACK, SET IN TOP OF EAST END OF THE SOUTH CONCRETE
 PG0442'ABUTMENT ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TOP OF THE RAILS.
 PG0442
 PG0442                          STATION RECOVERY (1987)
 PG0442
 PG0442'RECOVERY NOTE BY US POWER SQUADRON 1987 (TPM)
 PG0442'MARK RECOVERED IN POOR CONDITION.
 PG0442
 PG0442                          STATION RECOVERY (1999)
 PG0442
 PG0442'RECOVERY NOTE BY US POWER SQUADRON 1999
 PG0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1111 ***********************************************************************
 PG1111  DESIGNATION -  C 363
 PG1111  PID         -  PG1111
 PG1111  STATE/COUNTY-  NY/CLINTON
 PG1111  USGS QUAD   -  WEST CHAZY (1966)
 PG1111
 PG1111                         *CURRENT SURVEY CONTROL
 PG1111  ___________________________________________________________________
 PG1111* NAD 83(1986)-  44 49 49.     (N)    073 30 23.     (W)     SCALED    
 PG1111* NAVD 88     -        76.543  (meters)     251.12   (feet)  ADJUSTED  
 PG1111  ___________________________________________________________________
 PG1111  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG1111  DYNAMIC HT  -          76.540 (meters)     251.12  (feet)  COMP
 PG1111  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 PG1111
 PG1111  VERT ORDER  -  FIRST     CLASS I
 PG1111
 PG1111.The horizontal coordinates were scaled from a topographic map and have
 PG1111.an estimated accuracy of +/- 6 seconds.
 PG1111
 PG1111.The orthometric height was determined by differential leveling
 PG1111.and adjusted by the National Geodetic Survey in June 1991..
 PG1111.WARNING-Repeat measurements at this control monument indicate possible
 PG1111.vertical movement.
 PG1111
 PG1111.The geoid height was determined by GEOID03.
 PG1111
 PG1111.The dynamic height is computed by dividing the NAVD 88
 PG1111.geopotential number by the normal gravity value computed on the
 PG1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1111.degrees latitude (g = 980.6199 gals.).
 PG1111
 PG1111.The modeled gravity was interpolated from observed gravity values.
 PG1111
 PG1111;                    North         East    Units  Estimated Accuracy
 PG1111;SPC NY E     -   666,500.      228,570.      MT  (+/- 180 meters Scaled)
 PG1111
 PG1111                          SUPERSEDED SURVEY CONTROL
 PG1111
 PG1111  NGVD 29 (??/??/??)   76.636  (m)          251.43   (f) ADJUSTED    1 1
 PG1111
 PG1111.Superseded values are not recommended for survey control.
 PG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1111.See file dsdata.txt to determine how the superseded data were derived.
 PG1111
 PG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ180651(NAD 83)
 PG1111_MARKER: DB = BENCH MARK DISK
 PG1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1111_SP_SET: CULVERT
 PG1111_STAMPING: C 363 1955
 PG1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1111
 PG1111  HISTORY     - Date     Condition        Report By
 PG1111  HISTORY     - 1955     MONUMENTED       CGS
 PG1111  HISTORY     - 1973     GOOD             NGS
 PG1111
 PG1111                          STATION DESCRIPTION
 PG1111
 PG1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1111'0.65 MI N FROM WEST CHAZY.
 PG1111'ABOUT 0.65 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG1111'CROSSING OF STATE HIGHWAY 348 AT WEST CHAZY, ABOUT 780 YARDS NORTH OF
 PG1111'MILEPOST A177-RP 14, BETWEEN TELEPHONE POLES 177/19 AND 177/20, 71.7
 PG1111'FEET SOUTH OF TELEPHONE POLE 177/20, 9.2 FEET WEST OF THE WEST RAIL,
 PG1111'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 PG1111'36-INCH IRON PIPE CULVERT AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 PG1111'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0870 ***********************************************************************
 OE0870  DESIGNATION -  C 365 RESET 1962
 OE0870  PID         -  OE0870
 OE0870  STATE/COUNTY-  NY/ONEIDA
 OE0870  USGS QUAD   -  NORTH WESTERN (1980)
 OE0870
 OE0870                         *CURRENT SURVEY CONTROL
 OE0870  ___________________________________________________________________
 OE0870* NAD 83(1986)-  43 20 23.     (N)    075 15 27.     (W)     SCALED    
 OE0870* NAVD 88     -       463.26   (+/-2cm)    1519.9    (feet)  VERTCON   
 OE0870  ___________________________________________________________________
 OE0870  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 OE0870
 OE0870  VERT ORDER  -  THIRD (See Below)
 OE0870
 OE0870.The horizontal coordinates were scaled from a topographic map and have
 OE0870.an estimated accuracy of +/- 6 seconds.
 OE0870
 OE0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0870.The vertical order pertains to the NGVD 29 superseded value.
 OE0870
 OE0870.The geoid height was determined by GEOID03.
 OE0870
 OE0870;                    North         East    Units  Estimated Accuracy
 OE0870;SPC NY C     -   371,760.      357,510.      MT  (+/- 180 meters Scaled)
 OE0870
 OE0870                          SUPERSEDED SURVEY CONTROL
 OE0870
 OE0870  NGVD 29 (??/??/??)  463.36   (m)         1520.2    (f) RESET       3  
 OE0870
 OE0870.Superseded values are not recommended for survey control.
 OE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0870.See file dsdata.txt to determine how the superseded data were derived.
 OE0870
 OE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN791985(NAD 83)
 OE0870_MARKER: DB = BENCH MARK DISK
 OE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0870_STAMPING: C 365 RESET 1962
 OE0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0870+STABILITY: SURFACE MOTION
 OE0870
 OE0870  HISTORY     - Date     Condition        Report By
 OE0870  HISTORY     - 1962     MONUMENTED       NYHD
 OE0870
 OE0870                          STATION DESCRIPTION
 OE0870
 OE0870'DESCRIBED BY NY DEPT OF HIGHWAYS 1962
 OE0870'7.9 MI NE FROM WESTERNVILLE.
 OE0870'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE PUBLIC SCHOOL AT
 OE0870'WESTERNVILLE, ONEIDA COUNTY, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY
 OE0870'46A TO THE CROSSROADS AT STEUBEN, THENCE 1.4 MILES NORTH ALONG A
 OE0870'BLACK-TOP ROAD, AND THENCE 0.8 MILE EAST ALONG A BLACK-TOP ROAD, 0.2
 OE0870'MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, 220 FEET WEST OF A
 OE0870'FRAME HOUSE, 21 FEET SOUTH THE CENTERLINE OF A BLACK-TOP ROAD, 106
 OE0870'FEET EAST OF A TELEPHONE POLE NO. L 134-8, 106 FEET SOUTHEAST OF A
 OE0870'POWER POLE NO. 43, AND SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE
 OE0870'MONUMENT (SIX FEET IN LENGTH WITH 1.5 FEET ABOVE GROUND LEVEL),
 OE0870'WITNESSED BY A 4-FOOT STEEL POST 2 FEET EAST OF MONUMENT AND A 4-FOOT
 OE0870'STEEL POST 2 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1201 ***********************************************************************
 KU1201  DESIGNATION -  C 37
 KU1201  PID         -  KU1201
 KU1201  STATE/COUNTY-  NY/QUEENS
 KU1201  USGS QUAD   -  JAMAICA (1979)
 KU1201
 KU1201                         *CURRENT SURVEY CONTROL
 KU1201  ___________________________________________________________________
 KU1201* NAD 83(1986)-  40 40 11.     (N)    073 45 20.     (W)     SCALED    
 KU1201* NAVD 88     -         4.342  (meters)      14.25   (feet)  ADJUSTED  
 KU1201  ___________________________________________________________________
 KU1201  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1201  DYNAMIC HT  -           4.340 (meters)      14.24  (feet)  COMP
 KU1201  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 KU1201
 KU1201  VERT ORDER  -  FIRST     CLASS II
 KU1201
 KU1201.The horizontal coordinates were scaled from a topographic map and have
 KU1201.an estimated accuracy of +/- 6 seconds.
 KU1201
 KU1201.The orthometric height was determined by differential leveling
 KU1201.and adjusted by the National Geodetic Survey in June 1991..
 KU1201
 KU1201.The geoid height was determined by GEOID03.
 KU1201
 KU1201.The dynamic height is computed by dividing the NAVD 88
 KU1201.geopotential number by the normal gravity value computed on the
 KU1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1201.degrees latitude (g = 980.6199 gals.).
 KU1201
 KU1201.The modeled gravity was interpolated from observed gravity values.
 KU1201
 KU1201;                    North         East    Units  Estimated Accuracy
 KU1201;SPC NY L     -    55,890.      320,670.      MT  (+/- 180 meters Scaled)
 KU1201
 KU1201                          SUPERSEDED SURVEY CONTROL
 KU1201
 KU1201  NGVD 29 (??/??/92)    4.678  (m)           15.35   (f) ADJ UNCH    1 2
 KU1201
 KU1201.Superseded values are not recommended for survey control.
 KU1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1201.See file dsdata.txt to determine how the superseded data were derived.
 KU1201
 KU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL051028(NAD 83)
 KU1201_MARKER: DB = BENCH MARK DISK
 KU1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1201_SP_SET: FOUNDATION
 KU1201_STAMPING: C 37 1932 15.367
 KU1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1201
 KU1201  HISTORY     - Date     Condition        Report By
 KU1201  HISTORY     - 1932     MONUMENTED       CGS
 KU1201  HISTORY     - 1952     GOOD             NGS
 KU1201  HISTORY     - 20060627 MARK NOT FOUND   NYDT
 KU1201
 KU1201                          STATION DESCRIPTION
 KU1201
 KU1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1201'AT NEW YORK.
 KU1201'AT NEW YORK, IN BOROUGH OF QUEENS, ABOUT 0.3 MILE NORTHWEST
 KU1201'ALONG LONG ISLAND RAILROAD FROM LAURELTON STATION, 77 YARDS
 KU1201'SOUTHEAST OF CENTER OF GRADE CROSSING LONG ISLAND RAILROAD AND
 KU1201'SPRINGFIELD BOULEVARD, 38 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 KU1201'SOUTHWEST TRACK, 5 1/2 FEET SOUTHWEST OF A FENCE LINE, 12 FEET
 KU1201'NORTH OF NORTH RAIL OF AN ABANDONED SPUR TRACK TO ARAGON BUILDING
 KU1201'SUPPLY COMPANY YARD, INSIDE BUILDING SUPPLY YARD AND SET IN THE
 KU1201'TOP OF NORTHEAST CORNER OF AN UNUSED 7-FOOT SQUARE CONCRETE
 KU1201'FOUNDATION, 1 FOOT SOUTHWEST OF NORTHEAST CORNER OF FOUNDATION
 KU1201'AND ABOUT 3 INCHES ABOVE GROUND.
 KU1201
 KU1201                          STATION RECOVERY (2006)
 KU1201
 KU1201'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0331 ***********************************************************************
 LX0331  DESIGNATION -  C 372
 LX0331  PID         -  LX0331
 LX0331  STATE/COUNTY-  NY/SUFFOLK
 LX0331  USGS QUAD   -  GARDINERS ISLAND WEST (1956)
 LX0331
 LX0331                         *CURRENT SURVEY CONTROL
 LX0331  ___________________________________________________________________
 LX0331* NAD 83(1986)-  41 00 45.     (N)    072 12 27.     (W)     SCALED    
 LX0331* NAVD 88     -         4.914  (meters)      16.12   (feet)  ADJUSTED  
 LX0331  ___________________________________________________________________
 LX0331  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX0331  DYNAMIC HT  -           4.912 (meters)      16.12  (feet)  COMP
 LX0331  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 LX0331
 LX0331  VERT ORDER  -  SECOND    CLASS 0
 LX0331
 LX0331.The horizontal coordinates were scaled from a topographic map and have
 LX0331.an estimated accuracy of +/- 6 seconds.
 LX0331
 LX0331.The orthometric height was determined by differential leveling
 LX0331.and adjusted by the National Geodetic Survey in June 1991..
 LX0331
 LX0331.The geoid height was determined by GEOID03.
 LX0331
 LX0331.The dynamic height is computed by dividing the NAVD 88
 LX0331.geopotential number by the normal gravity value computed on the
 LX0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0331.degrees latitude (g = 980.6199 gals.).
 LX0331
 LX0331.The modeled gravity was interpolated from observed gravity values.
 LX0331
 LX0331;                    North         East    Units  Estimated Accuracy
 LX0331;SPC NY L     -    95,470.      450,770.      MT  (+/- 180 meters Scaled)
 LX0331
 LX0331                          SUPERSEDED SURVEY CONTROL
 LX0331
 LX0331  NGVD 29 (??/??/92)    5.198  (m)           17.05   (f) ADJ UNCH    2 0
 LX0331
 LX0331.Superseded values are not recommended for survey control.
 LX0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0331.See file dsdata.txt to determine how the superseded data were derived.
 LX0331
 LX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL348439(NAD 83)
 LX0331_MARKER: DB = BENCH MARK DISK
 LX0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0331_STAMPING: C 372 1956
 LX0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0331+STABILITY: SURFACE MOTION
 LX0331
 LX0331  HISTORY     - Date     Condition        Report By
 LX0331  HISTORY     - 1956     MONUMENTED       CGS
 LX0331  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0331  HISTORY     - 20030430 MARK NOT FOUND   USPSQD
 LX0331  HISTORY     - 20031105 MARK NOT FOUND   NGS
 LX0331
 LX0331                          STATION DESCRIPTION
 LX0331
 LX0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0331'7.4 MI NW FROM EAST HAMPTON.
 LX0331'0.6 MILE SOUTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 LX0331'EAST HAMPTON, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 114,
 LX0331'THENCE 0.9 MILE NORTH ALONG AN OILED ROAD, THENCE 1.1 MILE EAST
 LX0331'ALONG AN OILED ROAD, THENCE 2.95 MILES NORTH ALONG AN OILED ROAD,
 LX0331'85 PACES NORTH OF Y-INTERSECTION, 25 FEET EAST OF CENTERLINE
 LX0331'OF OILED ROAD, 4.5 FEET NORTH OF TELEPHONE POLE NO. 102, IN LINE
 LX0331'WITH ROW OF POLES, 2 FEET SOUTH OF A WHITE WITNESS POST, SET IN
 LX0331'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LX0331
 LX0331                          STATION RECOVERY (1988)
 LX0331
 LX0331'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 LX0331'MARK NOT FOUND.
 LX0331
 LX0331                          STATION RECOVERY (2003)
 LX0331
 LX0331'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 LX0331'MARK NOT FOUND.
 LX0331
 LX0331                          STATION RECOVERY (2003)
 LX0331
 LX0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 LX0331'MARK IS BELIEVED TO HAVE BEEN DUG OUT BY EITHER LANDSCAPING OR UTILITY
 LX0331'EXCAVATION ON THE SOUTH SIDE OF A DRIVEWAY WITH SECURITY GATE. NO SIGN
 LX0331'OF THE MARK OR OF THE WHITE WITNESS POST WAS SEEN. POLE 102 CALLED FOR
 LX0331'WAS FOUND BUT LOOKS NEW. PROBING FOR A LENGTH OF ABOUT 20 FEET AND
 LX0331'WIDTH OF THREE FEET CENTERED ON THE DISTANCE OF 25 FT FROM ROAD
 LX0331'CENTERLINE WENT DOWN ABOUT 2 FEET IN SOFT DIRT.
 LX0331' 
 LX0331'TO REACH THE GENERAL AREA FROM THE HISTORIC WINDMILL IN EAST HAMPTON,
 LX0331'PROCEED NORTH ON N. MAIN ST. UNDER THE RR BRIDGE 0.5 MILE, THEN BEAR
 LX0331'LEFT ON THREE MILE HARBOR ROAD AT A FORK WITH SPRINGS FIREPLACE RD AND
 LX0331'GO 1.3 MILES NORTH TO A FORK LEFT ON SPRINGY BANKS RD. TAKE THIS
 LX0331'NORTHWESTERLY 2 MILES TO THE Y-INTERSECTION REFERRED TO IN THE 1956
 LX0331'DESCRIPTION, HANDS CREEK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0297 ***********************************************************************
 LX0297  DESIGNATION -  C 373
 LX0297  PID         -  LX0297
 LX0297  STATE/COUNTY-  NY/SUFFOLK
 LX0297  USGS QUAD   -  GREENPORT (1956)
 LX0297
 LX0297                         *CURRENT SURVEY CONTROL
 LX0297  ___________________________________________________________________
 LX0297* NAD 83(1986)-  41 04 05.     (N)    072 21 51.     (W)     SCALED    
 LX0297* NAVD 88     -         2.377  (meters)       7.80   (feet)  ADJUSTED  
 LX0297  ___________________________________________________________________
 LX0297  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LX0297  DYNAMIC HT  -           2.376 (meters)       7.80  (feet)  COMP
 LX0297  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 LX0297
 LX0297  VERT ORDER  -  SECOND    CLASS 0
 LX0297
 LX0297.The horizontal coordinates were scaled from a topographic map and have
 LX0297.an estimated accuracy of +/- 6 seconds.
 LX0297
 LX0297.The orthometric height was determined by differential leveling
 LX0297.and adjusted by the National Geodetic Survey in June 1991..
 LX0297
 LX0297.The geoid height was determined by GEOID03.
 LX0297
 LX0297.The dynamic height is computed by dividing the NAVD 88
 LX0297.geopotential number by the normal gravity value computed on the
 LX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0297.degrees latitude (g = 980.6199 gals.).
 LX0297
 LX0297.The modeled gravity was interpolated from observed gravity values.
 LX0297
 LX0297;                    North         East    Units  Estimated Accuracy
 LX0297;SPC NY L     -   101,380.      437,480.      MT  (+/- 180 meters Scaled)
 LX0297
 LX0297                          SUPERSEDED SURVEY CONTROL
 LX0297
 LX0297  NGVD 29 (??/??/92)    2.665  (m)            8.74   (f) ADJ UNCH    2 0
 LX0297
 LX0297.Superseded values are not recommended for survey control.
 LX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0297.See file dsdata.txt to determine how the superseded data were derived.
 LX0297
 LX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL214496(NAD 83)
 LX0297_MARKER: DB = BENCH MARK DISK
 LX0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0297_STAMPING: C 373 1956
 LX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0297+STABILITY: SURFACE MOTION
 LX0297
 LX0297  HISTORY     - Date     Condition        Report By
 LX0297  HISTORY     - 1956     MONUMENTED       CGS
 LX0297  HISTORY     - 1985     GOOD             USPSQD
 LX0297
 LX0297                          STATION DESCRIPTION
 LX0297
 LX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0297'1.9 MI NW FROM SHELTER ISLAND.
 LX0297'0.95 MILE NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE TOWN
 LX0297'HALL AT SHELTER ISLAND, THENCE 0.45 MILE WEST ALONG ROAD LEADING
 LX0297'TO SHELTER ISLAND HOUSE, THENCE 0.5 MILE SOUTH ALONG WEST NECK
 LX0297'ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF T-ROAD LEADING
 LX0297'SOUTHEAST TO HILO SHORES, 19 FEET SOUTHEAST OF THE CENTERLINE
 LX0297'OF WEST NECK ROAD, 3.6 FEET NORTHEAST OF POLE NO. 25, 2 FEET
 LX0297'SOUTHWEST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST
 LX0297'PROJECTING 2 INCHES.
 LX0297
 LX0297                          STATION RECOVERY (1985)
 LX0297
 LX0297'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0488 ***********************************************************************
 LX0488  DESIGNATION -  C 374
 LX0488  PID         -  LX0488
 LX0488  STATE/COUNTY-  NY/SUFFOLK
 LX0488  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX0488
 LX0488                         *CURRENT SURVEY CONTROL
 LX0488  ___________________________________________________________________
 LX0488* NAD 83(1986)-  41 00 55.     (N)    072 33 39.     (W)     SCALED    
 LX0488* NAVD 88     -         2.243  (meters)       7.36   (feet)  ADJUSTED  
 LX0488  ___________________________________________________________________
 LX0488  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LX0488  DYNAMIC HT  -           2.242 (meters)       7.36  (feet)  COMP
 LX0488  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 LX0488
 LX0488  VERT ORDER  -  SECOND    CLASS 0
 LX0488
 LX0488.The horizontal coordinates were scaled from a topographic map and have
 LX0488.an estimated accuracy of +/- 6 seconds.
 LX0488
 LX0488.The orthometric height was determined by differential leveling
 LX0488.and adjusted by the National Geodetic Survey in June 1991..
 LX0488
 LX0488.The geoid height was determined by GEOID03.
 LX0488
 LX0488.The dynamic height is computed by dividing the NAVD 88
 LX0488.geopotential number by the normal gravity value computed on the
 LX0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0488.degrees latitude (g = 980.6199 gals.).
 LX0488
 LX0488.The modeled gravity was interpolated from observed gravity values.
 LX0488
 LX0488;                    North         East    Units  Estimated Accuracy
 LX0488;SPC NY L     -    95,230.      421,050.      MT  (+/- 180 meters Scaled)
 LX0488
 LX0488                          SUPERSEDED SURVEY CONTROL
 LX0488
 LX0488  NGVD 29 (??/??/92)    2.530  (m)            8.30   (f) ADJ UNCH    2 0
 LX0488
 LX0488.Superseded values are not recommended for survey control.
 LX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0488.See file dsdata.txt to determine how the superseded data were derived.
 LX0488
 LX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL050433(NAD 83)
 LX0488_MARKER: DB = BENCH MARK DISK
 LX0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0488_SP_SET: TOWER CONCRETE BASE
 LX0488_STAMPING: C 374 1956
 LX0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0488
 LX0488  HISTORY     - Date     Condition        Report By
 LX0488  HISTORY     - 1956     MONUMENTED       CGS
 LX0488  HISTORY     - 19951128 MARK NOT FOUND   USPSQD
 LX0488
 LX0488                          STATION DESCRIPTION
 LX0488
 LX0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0488'3 MI NW FROM MATTITUCK.
 LX0488'0.05 MILE SOUTH ALONG LOVE LANE FROM THE POST OFFICE AT MATTITUCK,
 LX0488'TO THE INTERSECTION OF LOVE LANE, STATE HIGHWAY NO. 25, AND
 LX0488'SOUND AVENUE, THENCE 1.05 MILE WEST ALONG SOUND AVENUE, THENCE
 LX0488'0.85 MILE NORTH ALONG COX NECK ROAD, THENCE 1.15 MILE NORTH
 LX0488'ALONG BREAKWATER ROAD, TO END OF THE ROAD, AT THE LIGHT TOWER AT
 LX0488'THE NORTH END OF THE WEST JETTY OF MATTITUCK HARBOR ENTRANCE
 LX0488'180 PACES NORTH OF BENCH MARK B 374, 2 FEET WEST OF THE SOUTHEAST
 LX0488'CORNER OF CONCRETE FOUNDATION OF THE LIGHT TOWER, 1.2 FEET
 LX0488'SOUTHWEST OF THE SOUTHEAST STEEL LEG OF LIGHT TOWER, ABOUT 6
 LX0488'INCHES NORTH OF THE SOUTH EDGE OF FOUNDATION, SET IN TOP OF THE
 LX0488'CONCRETE BASE FOR THE WEST JETTY LIGHT TOWER.
 LX0488
 LX0488                          STATION RECOVERY (1995)
 LX0488
 LX0488'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0735 ***********************************************************************
 KU0735  DESIGNATION -  C 375
 KU0735  PID         -  KU0735
 KU0735  STATE/COUNTY-  NY/SUFFOLK
 KU0735  USGS QUAD   -  SAYVILLE (1976)
 KU0735
 KU0735                         *CURRENT SURVEY CONTROL
 KU0735  ___________________________________________________________________
 KU0735* NAD 83(1986)-  40 39 30.     (N)    073 05 27.     (W)     SCALED    
 KU0735* NAVD 88     -         3.756  (meters)      12.32   (feet)  ADJUSTED  
 KU0735  ___________________________________________________________________
 KU0735  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU0735  DYNAMIC HT  -           3.754 (meters)      12.32  (feet)  COMP
 KU0735  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 KU0735
 KU0735  VERT ORDER  -  SECOND    CLASS 0
 KU0735
 KU0735.The horizontal coordinates were scaled from a topographic map and have
 KU0735.an estimated accuracy of +/- 6 seconds.
 KU0735
 KU0735.The orthometric height was determined by differential leveling
 KU0735.and adjusted by the National Geodetic Survey in June 1991..
 KU0735
 KU0735.The geoid height was determined by GEOID03.
 KU0735
 KU0735.The dynamic height is computed by dividing the NAVD 88
 KU0735.geopotential number by the normal gravity value computed on the
 KU0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0735.degrees latitude (g = 980.6199 gals.).
 KU0735
 KU0735.The modeled gravity was interpolated from observed gravity values.
 KU0735
 KU0735;                    North         East    Units  Estimated Accuracy
 KU0735;SPC NY L     -    55,000.      376,890.      MT  (+/- 180 meters Scaled)
 KU0735
 KU0735                          SUPERSEDED SURVEY CONTROL
 KU0735
 KU0735  NGVD 29 (??/??/92)    4.094  (m)           13.43   (f) ADJ UNCH    2 0
 KU0735
 KU0735.Superseded values are not recommended for survey control.
 KU0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0735.See file dsdata.txt to determine how the superseded data were derived.
 KU0735
 KU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL613025(NAD 83)
 KU0735_MARKER: DB = BENCH MARK DISK
 KU0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0735_SP_SET: GALVANIZED IRON PIPE
 KU0735_STAMPING: C 375 1956
 KU0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0735
 KU0735  HISTORY     - Date     Condition        Report By
 KU0735  HISTORY     - 1956     MONUMENTED       CGS
 KU0735
 KU0735                          STATION DESCRIPTION
 KU0735
 KU0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0735'4 MI E FROM OCEAN BEACH.
 KU0735'4.05 MILES EAST FROM THE OCEAN BEACH WATER TANK, 30 YARDS
 KU0735'NORTH OF BEACH DUNES, 38 FEET SOUTH OF POWER POLE NO. 2036,
 KU0735'30.8 FEET SOUTH OF THE SOUTH EDGE OF EAST-WEST BOARDWALK, 22.2
 KU0735'FEET NORTHEAST OF THE NORTHEAST CORNER OF BEACH HOME OF MR. ELY,
 KU0735'19.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF BEACH HOME OF
 KU0735'MR. GODDARD, 4.2 FEET EAST OF THE EAST EDGE OF BOARDWALK LEADING
 KU0735'TO BEACH, A BENCH MARK DISK WELDED ON TOP OF A 2 INCH GALVANIZED
 KU0735'IRON PIPE 5 FEET IN LENGTH PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0711 ***********************************************************************
 KU0711  DESIGNATION -  C 376
 KU0711  PID         -  KU0711
 KU0711  STATE/COUNTY-  NY/SUFFOLK
 KU0711  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0711
 KU0711                         *CURRENT SURVEY CONTROL
 KU0711  ___________________________________________________________________
 KU0711* NAD 83(1986)-  40 42 01.     (N)    073 17 20.     (W)     SCALED    
 KU0711* NAVD 88     -         3.656  (meters)      11.99   (feet)  ADJUSTED  
 KU0711  ___________________________________________________________________
 KU0711  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU0711  DYNAMIC HT  -           3.654 (meters)      11.99  (feet)  COMP
 KU0711  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 KU0711
 KU0711  VERT ORDER  -  SECOND    CLASS 0
 KU0711
 KU0711.The horizontal coordinates were scaled from a topographic map and have
 KU0711.an estimated accuracy of +/- 6 seconds.
 KU0711
 KU0711.The orthometric height was determined by differential leveling
 KU0711.and adjusted by the National Geodetic Survey in June 1991..
 KU0711
 KU0711.The geoid height was determined by GEOID03.
 KU0711
 KU0711.The dynamic height is computed by dividing the NAVD 88
 KU0711.geopotential number by the normal gravity value computed on the
 KU0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0711.degrees latitude (g = 980.6199 gals.).
 KU0711
 KU0711.The modeled gravity was interpolated from observed gravity values.
 KU0711
 KU0711;                    North         East    Units  Estimated Accuracy
 KU0711;SPC NY L     -    59,500.      360,100.      MT  (+/- 180 meters Scaled)
 KU0711
 KU0711                          SUPERSEDED SURVEY CONTROL
 KU0711
 KU0711  NGVD 29 (??/??/92)    4.020  (m)           13.19   (f) ADJ UNCH    2 0
 KU0711
 KU0711.Superseded values are not recommended for survey control.
 KU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0711.See file dsdata.txt to determine how the superseded data were derived.
 KU0711
 KU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL445068(NAD 83)
 KU0711_MARKER: DB = BENCH MARK DISK
 KU0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0711_SP_SET: CULVERT
 KU0711_STAMPING: C 376 1956
 KU0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0711+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 KU0711
 KU0711  HISTORY     - Date     Condition        Report By
 KU0711  HISTORY     - 1956     MONUMENTED       CGS
 KU0711  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0711  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0711  HISTORY     - 1989     GOOD             USPSQD
 KU0711  HISTORY     - 20021031 GOOD             NYDT
 KU0711  HISTORY     - 20040721 MARK NOT FOUND   USPSQD
 KU0711
 KU0711                          STATION DESCRIPTION
 KU0711
 KU0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0711'2.8 MI SW FROM BAYSHORE.
 KU0711'2 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0711'AT BAYSHORE, THENCE 0.8 MILE SOUTH ALONG PARKWAY, 0.25 MILE
 KU0711'NORTH OF THE CROSSING OF STATE HIGHWAY NO. 27, SET IN TOP OF
 KU0711'THE WEST HEADWALL OF A LARGE CULVERT, 45 FEET WEST OF THE
 KU0711'CENTERLINE OF THE SOUTH BOUND LANE OF PARKWAY, BETWEEN LIGHT
 KU0711'POLE NO. C-101 AND C-100 WHICH ARE LOCATED IN THE CENTER OF THE
 KU0711'PARKWAY.
 KU0711
 KU0711                          STATION RECOVERY (1985)
 KU0711
 KU0711'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0711'MARK NOT FOUND.
 KU0711
 KU0711                          STATION RECOVERY (1985)
 KU0711
 KU0711'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0711'MARK NOT FOUND.
 KU0711
 KU0711                          STATION RECOVERY (1989)
 KU0711
 KU0711'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 KU0711'RECOVERED IN GOOD CONDITION.
 KU0711
 KU0711                          STATION RECOVERY (2002)
 KU0711
 KU0711'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (TJ)
 KU0711'THE POINT IS 30' SOUTH OF LIGHT POLE NO. 295 LOCATED ON THE WEST SIDE
 KU0711'OF THE PARKWAY, ALSO IS DIRECTLY WEST OF A DRAINAGE INLET.
 KU0711
 KU0711                          STATION RECOVERY (2004)
 KU0711
 KU0711'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1565 ***********************************************************************
 KU1565  DESIGNATION -  C 377
 KU1565  PID         -  KU1565
 KU1565  STATE/COUNTY-  NY/NASSAU
 KU1565  USGS QUAD   -  FREEPORT (1979)
 KU1565
 KU1565                         *CURRENT SURVEY CONTROL
 KU1565  ___________________________________________________________________
 KU1565* NAD 83(1986)-  40 39 21.     (N)    073 30 36.     (W)     SCALED    
 KU1565* NAVD 88     -         1.447  (meters)       4.75   (feet)  ADJUSTED  
 KU1565  ___________________________________________________________________
 KU1565  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU1565  DYNAMIC HT  -           1.447 (meters)       4.75  (feet)  COMP
 KU1565  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 KU1565
 KU1565  VERT ORDER  -  SECOND    CLASS 0
 KU1565
 KU1565.The horizontal coordinates were scaled from a topographic map and have
 KU1565.an estimated accuracy of +/- 6 seconds.
 KU1565
 KU1565.The orthometric height was determined by differential leveling
 KU1565.and adjusted by the National Geodetic Survey in June 1991..
 KU1565
 KU1565.The geoid height was determined by GEOID03.
 KU1565
 KU1565.The dynamic height is computed by dividing the NAVD 88
 KU1565.geopotential number by the normal gravity value computed on the
 KU1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1565.degrees latitude (g = 980.6199 gals.).
 KU1565
 KU1565.The modeled gravity was interpolated from observed gravity values.
 KU1565
 KU1565;                    North         East    Units  Estimated Accuracy
 KU1565;SPC NY L     -    54,440.      341,440.      MT  (+/- 180 meters Scaled)
 KU1565
 KU1565                          SUPERSEDED SURVEY CONTROL
 KU1565
 KU1565  NGVD 29 (??/??/92)    1.80   (m)            5.9    (f) COMPUTED    2 0
 KU1565
 KU1565.Superseded values are not recommended for survey control.
 KU1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1565.See file dsdata.txt to determine how the superseded data were derived.
 KU1565
 KU1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL259016(NAD 83)
 KU1565_MARKER: DB = BENCH MARK DISK
 KU1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1565_STAMPING: C 377 1956
 KU1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1565+STABILITY: SURFACE MOTION
 KU1565
 KU1565  HISTORY     - Date     Condition        Report By
 KU1565  HISTORY     - 1956     MONUMENTED       CGS
 KU1565  HISTORY     - 1988     GOOD             USPSQD
 KU1565
 KU1565                          STATION DESCRIPTION
 KU1565
 KU1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1565'1.6 MI SE FROM BELLMORE.
 KU1565'1.65 MILES SOUTHEAST OF BELLMORE, NASSAU COUNTY.  THIS BENCH
 KU1565'MARK MAY BE REACHED FROM THE STATION BY GOING 0.15 MILE EAST
 KU1565'ALONG THE LONG ISLAND RAILROAD, THENCE 0.35 MILE SOUTH ALONG
 KU1565'BELLMORE AVENUE, THENCE 0.55 MILE EAST ALONG MERRICK ROAD, AND
 KU1565'THENCE 0.6 MILE SOUTH ALONG WANTAGH STATE PARKWAY.  IT IS
 KU1565'88.7 FEET SOUTHWEST OF LIGHT POLE 19, 48 FEET WEST OF THE
 KU1565'CENTERLINE OF THE SOUTHBOUND TRAFFIC LANE, 30.2 FEET WEST OF THE
 KU1565'WEST EDGE OF THE SOUTHBOUND TRAFFIC LANE, 8 FEET WEST OF A
 KU1565'MANHOLE, AND 8.2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 KU1565'STANDARD DISK, STAMPED C 377 1956 AND SET IN THE TOP OF A
 KU1565'CONCRETE POST FLUSH WITH THE GROUND.
 KU1565
 KU1565                          STATION RECOVERY (1988)
 KU1565
 KU1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (JH)
 KU1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0638 ***********************************************************************
 KU0638  DESIGNATION -  C 378
 KU0638  PID         -  KU0638
 KU0638  STATE/COUNTY-  NY/SUFFOLK
 KU0638  USGS QUAD   -  AMITYVILLE (1979)
 KU0638
 KU0638                         *CURRENT SURVEY CONTROL
 KU0638  ___________________________________________________________________
 KU0638* NAD 83(1986)-  40 42 03.     (N)    073 24 23.     (W)     SCALED    
 KU0638* NAVD 88     -        12.438  (meters)      40.81   (feet)  ADJUSTED  
 KU0638  ___________________________________________________________________
 KU0638  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU0638  DYNAMIC HT  -          12.433 (meters)      40.79  (feet)  COMP
 KU0638  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 KU0638
 KU0638  VERT ORDER  -  SECOND    CLASS 0
 KU0638
 KU0638.The horizontal coordinates were scaled from a topographic map and have
 KU0638.an estimated accuracy of +/- 6 seconds.
 KU0638
 KU0638.The orthometric height was determined by differential leveling
 KU0638.and adjusted by the National Geodetic Survey in June 1991..
 KU0638
 KU0638.The geoid height was determined by GEOID03.
 KU0638
 KU0638.The dynamic height is computed by dividing the NAVD 88
 KU0638.geopotential number by the normal gravity value computed on the
 KU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0638.degrees latitude (g = 980.6199 gals.).
 KU0638
 KU0638.The modeled gravity was interpolated from observed gravity values.
 KU0638
 KU0638;                    North         East    Units  Estimated Accuracy
 KU0638;SPC NY L     -    59,490.      350,170.      MT  (+/- 180 meters Scaled)
 KU0638
 KU0638                          SUPERSEDED SURVEY CONTROL
 KU0638
 KU0638  NGVD 29 (??/??/92)   12.807  (m)           42.02   (f) ADJ UNCH    2 0
 KU0638
 KU0638.Superseded values are not recommended for survey control.
 KU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0638.See file dsdata.txt to determine how the superseded data were derived.
 KU0638
 KU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL346067(NAD 83)
 KU0638_MARKER: DB = BENCH MARK DISK
 KU0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0638_SP_SET: GALVANIZED-IRON PIPE
 KU0638_STAMPING: C 378 1956
 KU0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0638
 KU0638  HISTORY     - Date     Condition        Report By
 KU0638  HISTORY     - 1956     MONUMENTED       CGS
 KU0638  HISTORY     - 1985     GOOD             USPSQD
 KU0638  HISTORY     - 20030511 GOOD             USPSQD
 KU0638  HISTORY     - 20040823 GOOD             USPSQD
 KU0638
 KU0638                          STATION DESCRIPTION
 KU0638
 KU0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0638'0.2 MI N FROM AMITYVILLE.
 KU0638'0.25 MILE NORTH ALONG BROADWAY FROM THE MUNICIPAL BUILDING AT
 KU0638'AMITYVILLE, SUFFOLK COUNTY, THENCE 1.35 MILES NORTHEAST ALONG
 KU0638'ALBANY AVENUE, AT THE T-JUNCTION OF FORTY-FIFTH STREET, 181.4
 KU0638'FEET EAST OF THE CENTERLINE OF THE AVENUE, 42.7 FEET NORTH OF THE
 KU0638'CENTERLINE OF THE STREET, AT THE SOUTHWEST CORNER OF THE AMITYVILLE
 KU0638'WATER WORKS, 3.6 FEET NORTH OF THE POST AT THE SOUTHWEST CORNER
 KU0638'OF THE FENCE AROUND THE WATER WORKS, AND 2.4 FEET SOUTH OF A
 KU0638'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 378 1956
 KU0638'AND WELDED ON THE TOP OF A GALVANIZED-IRON PIPE (5 FEET IN LENGTH)
 KU0638'PROJECTING 5 INCHES ABOVE GROUND.
 KU0638
 KU0638                          STATION RECOVERY (1985)
 KU0638
 KU0638'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0638'RECOVERED IN GOOD CONDITION.
 KU0638
 KU0638                          STATION RECOVERY (2003)
 KU0638
 KU0638'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0638'RECOVERED IN GOOD CONDITION.
 KU0638
 KU0638                          STATION RECOVERY (2004)
 KU0638
 KU0638'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1178 ***********************************************************************
 PG1178  DESIGNATION -  C 379
 PG1178  PID         -  PG1178
 PG1178  STATE/COUNTY-  NY/CLINTON
 PG1178  USGS QUAD   -  REDFORD (1968)
 PG1178
 PG1178                         *CURRENT SURVEY CONTROL
 PG1178  ___________________________________________________________________
 PG1178* NAD 83(1986)-  44 35 50.     (N)    073 50 40.     (W)     SCALED    
 PG1178* NAVD 88     -       345.914  (meters)    1134.89   (feet)  ADJUSTED  
 PG1178  ___________________________________________________________________
 PG1178  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PG1178  DYNAMIC HT  -         345.872 (meters)    1134.75  (feet)  COMP
 PG1178  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 PG1178
 PG1178  VERT ORDER  -  SECOND    CLASS 0
 PG1178
 PG1178.The horizontal coordinates were scaled from a topographic map and have
 PG1178.an estimated accuracy of +/- 6 seconds.
 PG1178
 PG1178.The orthometric height was determined by differential leveling
 PG1178.and adjusted by the National Geodetic Survey in June 1991..
 PG1178
 PG1178.The geoid height was determined by GEOID03.
 PG1178
 PG1178.The dynamic height is computed by dividing the NAVD 88
 PG1178.geopotential number by the normal gravity value computed on the
 PG1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1178.degrees latitude (g = 980.6199 gals.).
 PG1178
 PG1178.The modeled gravity was interpolated from observed gravity values.
 PG1178
 PG1178;                    North         East    Units  Estimated Accuracy
 PG1178;SPC NY E     -   640,330.      202,040.      MT  (+/- 180 meters Scaled)
 PG1178
 PG1178                          SUPERSEDED SURVEY CONTROL
 PG1178
 PG1178  NGVD 29 (??/??/??)  345.957  (m)         1135.03   (f) ADJUSTED    2 0
 PG1178
 PG1178.Superseded values are not recommended for survey control.
 PG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1178.See file dsdata.txt to determine how the superseded data were derived.
 PG1178
 PG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ917388(NAD 83)
 PG1178_MARKER: DB = BENCH MARK DISK
 PG1178_SETTING: 80 = SET IN A BOULDER
 PG1178_SP_SET: BOULDER
 PG1178_STAMPING: C 379 1961
 PG1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1178+STABILITY: SURFACE MOTION
 PG1178
 PG1178  HISTORY     - Date     Condition        Report By
 PG1178  HISTORY     - 1961     MONUMENTED       CGS
 PG1178
 PG1178                          STATION DESCRIPTION
 PG1178
 PG1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1178'0.35 MI W FROM CLAYBURG.
 PG1178'ABOUT 0.35 MILE WEST ALONG STATE HWY 3 FROM THE CLAYBURG HOTEL IN
 PG1178'CLAYBURG SET IN TOP AND 1 FOOT NORTH OF SOUTH END OF A 13 FOOT BY 7
 PG1178'FOOT BY 2 FOOT BOULDER, ACROSS THE HIGHWAY FROM A 1 STORY RANCH TYPE
 PG1178'HOUSE, 26 FEET SOUTH-SOUTH WEST OF TELEPHONE POLE 501, 52 FEET NORTH
 PG1178'OF THE CENTERLINE OF HWY 3, 81 FEET NORTH AND ACROSS THE ROAD (HWY 3)
 PG1178'FROM POWER POLE WITH TRANSFORMER, 3 FEET NORTH WEST OF STANDARD METAL
 PG1178'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF HWY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0191 ***********************************************************************
 KU0191  DESIGNATION -  C 38
 KU0191  PID         -  KU0191
 KU0191  STATE/COUNTY-  NY/SUFFOLK
 KU0191  USGS QUAD   -  BELLPORT (1967)
 KU0191
 KU0191                         *CURRENT SURVEY CONTROL
 KU0191  ___________________________________________________________________
 KU0191* NAD 83(1986)-  40 46 26.     (N)    072 56 34.     (W)     SCALED    
 KU0191* NAVD 88     -        14.485  (meters)      47.52   (feet)  ADJUSTED  
 KU0191  ___________________________________________________________________
 KU0191  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU0191  DYNAMIC HT  -          14.479 (meters)      47.50  (feet)  COMP
 KU0191  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 KU0191
 KU0191  VERT ORDER  -  SECOND    CLASS 0
 KU0191
 KU0191.The horizontal coordinates were scaled from a topographic map and have
 KU0191.an estimated accuracy of +/- 6 seconds.
 KU0191
 KU0191.The orthometric height was determined by differential leveling
 KU0191.and adjusted by the National Geodetic Survey in June 1991..
 KU0191
 KU0191.The geoid height was determined by GEOID03.
 KU0191
 KU0191.The dynamic height is computed by dividing the NAVD 88
 KU0191.geopotential number by the normal gravity value computed on the
 KU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0191.degrees latitude (g = 980.6199 gals.).
 KU0191
 KU0191.The modeled gravity was interpolated from observed gravity values.
 KU0191
 KU0191;                    North         East    Units  Estimated Accuracy
 KU0191;SPC NY L     -    67,970.      389,250.      MT  (+/- 180 meters Scaled)
 KU0191
 KU0191                          SUPERSEDED SURVEY CONTROL
 KU0191
 KU0191  NGVD 29 (??/??/92)   14.806  (m)           48.58   (f) ADJ UNCH    2 0
 KU0191
 KU0191.Superseded values are not recommended for survey control.
 KU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0191.See file dsdata.txt to determine how the superseded data were derived.
 KU0191
 KU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL736156(NAD 83)
 KU0191_MARKER: DB = BENCH MARK DISK
 KU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0191_STAMPING: 48.579 C 38 1932
 KU0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0191+STABILITY: SURFACE MOTION
 KU0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0191+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 KU0191
 KU0191  HISTORY     - Date     Condition        Report By
 KU0191  HISTORY     - 1932     MONUMENTED       CGS
 KU0191  HISTORY     - 1956     GOOD             NGS
 KU0191  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0191  HISTORY     - 19980331 GOOD             USPSQD
 KU0191  HISTORY     - 20050707 GOOD             AASCO
 KU0191
 KU0191                          STATION DESCRIPTION
 KU0191
 KU0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0191'AT BELLPORT.
 KU0191'ALONG THE LONG ISLAND RAILROAD, AT THE STATION AT BELLPORT,
 KU0191'ABOUT 80 YARDS EAST OF THE STATION, AT THE CROSSING OF STATION
 KU0191'ROAD, 60 FEET SOUTH OF THE SOUTH EDGE OF STATE HIGHWAY NO. 27,
 KU0191'55 FEET EAST OF THE CENTERLINE OF STATION ROAD, 33 FEET NORTH
 KU0191'OF THE NORTH RAIL OF MAIN TRACK, 2 FEET SOUTH OF A WITNESS POST,
 KU0191'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KU0191
 KU0191                          STATION RECOVERY (1986)
 KU0191
 KU0191'RECOVERY NOTE BY US POWER SQUADRON 1986 (WB)
 KU0191'MARK NOT FOUND.
 KU0191
 KU0191                          STATION RECOVERY (1998)
 KU0191
 KU0191'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU0191'RECOVERED IN GOOD CONDITION.
 KU0191
 KU0191                          STATION RECOVERY (2005)
 KU0191
 KU0191'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2005 (JAL)
 KU0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0990 ***********************************************************************
 PG0990  DESIGNATION -  C 380
 PG0990  PID         -  PG0990
 PG0990  STATE/COUNTY-  NY/ESSEX
 PG0990  USGS QUAD   -  
 PG0990
 PG0990                         *CURRENT SURVEY CONTROL
 PG0990  ___________________________________________________________________
 PG0990* NAD 83(1986)-  44 16 18.     (N)    073 33 58.     (W)     SCALED    
 PG0990* NAVD 88     -       209.235  (meters)     686.47   (feet)  ADJUSTED  
 PG0990  ___________________________________________________________________
 PG0990  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PG0990  DYNAMIC HT  -         209.204 (meters)     686.36  (feet)  COMP
 PG0990  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 PG0990
 PG0990  VERT ORDER  -  SECOND    CLASS II
 PG0990
 PG0990.The horizontal coordinates were scaled from a topographic map and have
 PG0990.an estimated accuracy of +/- 6 seconds.
 PG0990
 PG0990.The orthometric height was determined by differential leveling
 PG0990.and adjusted by the National Geodetic Survey in June 1991..
 PG0990
 PG0990.The geoid height was determined by GEOID03.
 PG0990
 PG0990.The dynamic height is computed by dividing the NAVD 88
 PG0990.geopotential number by the normal gravity value computed on the
 PG0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0990.degrees latitude (g = 980.6199 gals.).
 PG0990
 PG0990.The modeled gravity was interpolated from observed gravity values.
 PG0990
 PG0990;                    North         East    Units  Estimated Accuracy
 PG0990;SPC NY E     -   604,370.      224,550.      MT  (+/- 180 meters Scaled)
 PG0990
 PG0990                          SUPERSEDED SURVEY CONTROL
 PG0990
 PG0990  NGVD 29 (??/??/??)  209.370  (m)          686.91   (f) ADJUSTED    2 0
 PG0990
 PG0990.Superseded values are not recommended for survey control.
 PG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0990.See file dsdata.txt to determine how the superseded data were derived.
 PG0990
 PG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ144030(NAD 83)
 PG0990_MARKER: DB = BENCH MARK DISK
 PG0990_SETTING: 80 = SET IN A BOULDER
 PG0990_SP_SET: BOULDER
 PG0990_STAMPING: C 380 1961
 PG0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0990+STABILITY: SURFACE MOTION
 PG0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0990+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0990
 PG0990  HISTORY     - Date     Condition        Report By
 PG0990  HISTORY     - 1961     MONUMENTED       CGS
 PG0990  HISTORY     - 20030624 GOOD             NYDT
 PG0990  HISTORY     - 20051007 GOOD             NYDT
 PG0990
 PG0990                          STATION DESCRIPTION
 PG0990
 PG0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0990'0.3 MI S FROM LEWIS.
 PG0990'ABOUT 0.3 MILE SOUTH OF THE POST OFFICE IN LEWIS ON THE RIGHT.  ABOUT
 PG0990'34 FEET WEST OF THE CENTERLINE OF US HIGHWAY 9, 4 FEET SOUTH OF AN 8
 PG0990'INCH SPRUCE TREE, ABOUT 9 FEET NORTHEAST OF A FIFTEEN INCH PINE TREE,
 PG0990'ABOUT 5 FEET WEST OF A STEEL WITNESS POST WITH SIGN AND SET IN A
 PG0990'DRILLHOLE IN A LARGE BOULDER ABOUT 3 FEET ABOVE LEVEL OF US HIGHWAY 9.
 PG0990
 PG0990                          STATION RECOVERY (2003)
 PG0990
 PG0990'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0990'HANDHELD GPS N44 16 16 W073 33 58
 PG0990
 PG0990                          STATION RECOVERY (2005)
 PG0990
 PG0990'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0990'NEW HANDHELD GPS COORDINATES 44,16,16N  073,33,58W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0906 ***********************************************************************
 PG0906  DESIGNATION -  C 381
 PG0906  PID         -  PG0906
 PG0906  STATE/COUNTY-  NY/CLINTON
 PG0906  USGS QUAD   -  
 PG0906
 PG0906                         *CURRENT SURVEY CONTROL
 PG0906  ___________________________________________________________________
 PG0906* NAD 83(1986)-  44 26 58.     (N)    073 39 16.     (W)     SCALED    
 PG0906* NAVD 88     -       162.522  (meters)     533.21   (feet)  ADJUSTED  
 PG0906  ___________________________________________________________________
 PG0906  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PG0906  DYNAMIC HT  -         162.503 (meters)     533.15  (feet)  COMP
 PG0906  MODELED GRAV-     980,498.1   (mgal)                       NAVD 88
 PG0906
 PG0906  VERT ORDER  -  SECOND    CLASS 0
 PG0906
 PG0906.The horizontal coordinates were scaled from a topographic map and have
 PG0906.an estimated accuracy of +/- 6 seconds.
 PG0906
 PG0906.The orthometric height was determined by differential leveling
 PG0906.and adjusted by the National Geodetic Survey in June 1991..
 PG0906
 PG0906.The geoid height was determined by GEOID03.
 PG0906
 PG0906.The dynamic height is computed by dividing the NAVD 88
 PG0906.geopotential number by the normal gravity value computed on the
 PG0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0906.degrees latitude (g = 980.6199 gals.).
 PG0906
 PG0906.The modeled gravity was interpolated from observed gravity values.
 PG0906
 PG0906;                    North         East    Units  Estimated Accuracy
 PG0906;SPC NY E     -   624,050.      217,300.      MT  (+/- 180 meters Scaled)
 PG0906
 PG0906                          SUPERSEDED SURVEY CONTROL
 PG0906
 PG0906  NGVD 29 (??/??/??)  162.637  (m)          533.58   (f) ADJUSTED    2 0
 PG0906
 PG0906.Superseded values are not recommended for survey control.
 PG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0906.See file dsdata.txt to determine how the superseded data were derived.
 PG0906
 PG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ070226(NAD 83)
 PG0906_MARKER: DB = BENCH MARK DISK
 PG0906_SETTING: 66 = SET IN ROCK OUTCROP
 PG0906_SP_SET: BED ROCK
 PG0906_STAMPING: C 381 1961
 PG0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0906+STABILITY: POSITION/ELEVATION WELL
 PG0906
 PG0906  HISTORY     - Date     Condition        Report By
 PG0906  HISTORY     - 1961     MONUMENTED       CGS
 PG0906
 PG0906                          STATION DESCRIPTION
 PG0906
 PG0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0906'1.0 MI NE FROM AUSABLE FORKS.
 PG0906'ABOUT 1.0 MILE N.E. ALONG US HIGHWAY 9N FROM THE DELAWARE AND HUDSON
 PG0906'RAILROAD STATION AT AUSABLE FORKS ON THE LEFT.  ABOUT 0.5 MILE NORTH
 PG0906'FROM DELAWARE AND HUDSON MILE POST P-23, ABOUT 42 FEET NORTH OF THE
 PG0906'CENTERLINE OF US 9N, ABOUT 24 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 PG0906'DELAWARE AND HUDSON RAILROAD, ABOUT 3 1/2 FEET NORTHEAST OF A STEEL
 PG0906'WITNESS POST WITH SIGN AND SET IN A DRILLHOLE IN OUTCROPPING BEDROCK
 PG0906'ABOUT 4 FEET ABOVE THE LEVEL OF US HIGHWAY 9N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0873 ***********************************************************************
 KU0873  DESIGNATION -  C 384
 KU0873  PID         -  KU0873
 KU0873  STATE/COUNTY-  NY/NEW YORK
 KU0873  USGS QUAD   -  CENTRAL PARK (1979)
 KU0873
 KU0873                         *CURRENT SURVEY CONTROL
 KU0873  ___________________________________________________________________
 KU0873* NAD 83(1986)-  40 46 05.     (N)    073 59 44.     (W)     SCALED    
 KU0873* NAVD 88     -        10.851  (meters)      35.60   (feet)  ADJUSTED  
 KU0873  ___________________________________________________________________
 KU0873  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KU0873  DYNAMIC HT  -          10.847 (meters)      35.59  (feet)  COMP
 KU0873  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 KU0873
 KU0873  VERT ORDER  -  FIRST     CLASS I
 KU0873
 KU0873.The horizontal coordinates were scaled from a topographic map and have
 KU0873.an estimated accuracy of +/- 6 seconds.
 KU0873
 KU0873.The orthometric height was determined by differential leveling
 KU0873.and adjusted by the National Geodetic Survey in June 1991..
 KU0873
 KU0873.The geoid height was determined by GEOID03.
 KU0873
 KU0873.The dynamic height is computed by dividing the NAVD 88
 KU0873.geopotential number by the normal gravity value computed on the
 KU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0873.degrees latitude (g = 980.6199 gals.).
 KU0873
 KU0873.The modeled gravity was interpolated from observed gravity values.
 KU0873
 KU0873;                    North         East    Units  Estimated Accuracy
 KU0873;SPC NY E     -   214,920.      192,590.      MT  (+/- 180 meters Scaled)
 KU0873
 KU0873                          SUPERSEDED SURVEY CONTROL
 KU0873
 KU0873  NGVD 29 (??/??/92)   11.180  (m)           36.68   (f) ADJ UNCH    1 1
 KU0873
 KU0873.Superseded values are not recommended for survey control.
 KU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0873.See file dsdata.txt to determine how the superseded data were derived.
 KU0873
 KU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL847134(NAD 83)
 KU0873_MARKER: DB = BENCH MARK DISK
 KU0873_SETTING: 66 = SET IN ROCK OUTCROP
 KU0873_SP_SET: BEDROCK
 KU0873_STAMPING: C 384 1965
 KU0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0873+STABILITY: POSITION/ELEVATION WELL
 KU0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0873+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 KU0873
 KU0873  HISTORY     - Date     Condition        Report By
 KU0873  HISTORY     - 1965     MONUMENTED       CGS
 KU0873  HISTORY     - 1974     GOOD             NGS
 KU0873  HISTORY     - 20050925 GOOD             GEOCAC
 KU0873
 KU0873                          STATION DESCRIPTION
 KU0873
 KU0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KU0873'AT NEW YORK.
 KU0873'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, NEAR THE INTERSECTION
 KU0873'OF WEST 52ND STREET AND 12TH AVENUE, AT DE WITT CLINTON PARK, SET
 KU0873'IN THE TOP OF A LARGE MASS OF EXPOSED BEDROCK IN THE PARK, 23 1/2
 KU0873'FEET NORTHEAST OF THE SOUTHWEST SIDE OF MASS OF BEDROCK, 23 FEET
 KU0873'NORTH AND 3 FEET LOWER THAN THE HIGHEST PART OF ROCK, 168 FEET
 KU0873'SOUTHEAST OF THE SOUTHEAST CURB OF 12TH AVENUE, 123 FEET
 KU0873'NORTHEAST OF THE NORTHEAST CURB OF WEST 52ND STREET, ABOUT 2 FEET
 KU0873'ABOVE THE LEVEL OF THE AVENUE AND 4 FEET ABOVE THE LEVEL OF THE
 KU0873'GROUND.
 KU0873
 KU0873                          STATION RECOVERY (2005)
 KU0873
 KU0873'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU0873'THE SOUTHWEST AREA OF DEWITT CLINTON PARK, WHICH CONTAINING THIS MARK,
 KU0873'IS NOW A CHILDREN'S PLAYGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0289 ***********************************************************************
 NC0289  DESIGNATION -  C 386
 NC0289  PID         -  NC0289
 NC0289  STATE/COUNTY-  NY/CATTARAUGUS
 NC0289  USGS QUAD   -  LIMESTONE (1976)
 NC0289
 NC0289                         *CURRENT SURVEY CONTROL
 NC0289  ___________________________________________________________________
 NC0289* NAD 83(1986)-  42 00 45.     (N)    078 37 33.     (W)     SCALED    
 NC0289* NAVD 88     -       431.598  (meters)    1416.00   (feet)  ADJUSTED  
 NC0289  ___________________________________________________________________
 NC0289  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NC0289  DYNAMIC HT  -         431.427 (meters)    1415.44  (feet)  COMP
 NC0289  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 NC0289
 NC0289  VERT ORDER  -  FIRST     CLASS I
 NC0289
 NC0289.The horizontal coordinates were scaled from a topographic map and have
 NC0289.an estimated accuracy of +/- 6 seconds.
 NC0289
 NC0289.The orthometric height was determined by differential leveling
 NC0289.and adjusted by the National Geodetic Survey in June 1991..
 NC0289
 NC0289.The geoid height was determined by GEOID03.
 NC0289
 NC0289.The dynamic height is computed by dividing the NAVD 88
 NC0289.geopotential number by the normal gravity value computed on the
 NC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0289.degrees latitude (g = 980.6199 gals.).
 NC0289
 NC0289.The modeled gravity was interpolated from observed gravity values.
 NC0289
 NC0289;                    North         East    Units  Estimated Accuracy
 NC0289;SPC NY W     -   223,480.      346,480.      MT  (+/- 180 meters Scaled)
 NC0289
 NC0289                          SUPERSEDED SURVEY CONTROL
 NC0289
 NC0289  NGVD 29 (??/??/92)  431.748  (m)         1416.49   (f) ADJ UNCH    1 1
 NC0289
 NC0289.Superseded values are not recommended for survey control.
 NC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0289.See file dsdata.txt to determine how the superseded data were derived.
 NC0289
 NC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG965538(NAD 83)
 NC0289_MARKER: DB = BENCH MARK DISK
 NC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0289_STAMPING: C 386 1967
 NC0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0289+STABILITY: SURFACE MOTION
 NC0289
 NC0289  HISTORY     - Date     Condition        Report By
 NC0289  HISTORY     - 1967     MONUMENTED       CGS
 NC0289  HISTORY     - 20020412 MARK NOT FOUND   USPSQD
 NC0289
 NC0289                          STATION DESCRIPTION
 NC0289
 NC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0289'0.85 MI S FROM LIMESTONE.
 NC0289'ABOUT 0.85 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0289'CROSSING OF LIMESTONE RUN ROAD AT LIMESTONE, AT A PRIVATE ROAD
 NC0289'CROSSING, 104 FEET NORTHEAST OF AND ACROSS TRACKS FROM MILEAGE POLE
 NC0289'NO. 118-20, 42 FEET SOUTHEAST OF THE ROAD CROSSING AND THE MAIN TRACK,
 NC0289'26.4 FEET EAST OF THE EAST RAIL, 2 FEET SOUTH OF A METAL WITNESS POST,
 NC0289'2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 NC0289'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 NC0289
 NC0289                          STATION RECOVERY (2002)
 NC0289
 NC0289'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0289'RR R/W WIDENED SEVERAL FEET FOR BETTER DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0235 ***********************************************************************
 NC0235  DESIGNATION -  C 387
 NC0235  PID         -  NC0235
 NC0235  STATE/COUNTY-  NY/CATTARAUGUS
 NC0235  USGS QUAD   -  ASHFORD (1964)
 NC0235
 NC0235                         *CURRENT SURVEY CONTROL
 NC0235  ___________________________________________________________________
 NC0235* NAD 83(1986)-  42 21 42.     (N)    078 36 03.     (W)     SCALED    
 NC0235* NAVD 88     -       516.602  (meters)    1694.89   (feet)  ADJUSTED  
 NC0235  ___________________________________________________________________
 NC0235  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NC0235  DYNAMIC HT  -         516.404 (meters)    1694.24  (feet)  COMP
 NC0235  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 NC0235
 NC0235  VERT ORDER  -  FIRST     CLASS I
 NC0235
 NC0235.The horizontal coordinates were scaled from a topographic map and have
 NC0235.an estimated accuracy of +/- 6 seconds.
 NC0235
 NC0235.The orthometric height was determined by differential leveling
 NC0235.and adjusted by the National Geodetic Survey in June 1991..
 NC0235
 NC0235.The geoid height was determined by GEOID03.
 NC0235
 NC0235.The dynamic height is computed by dividing the NAVD 88
 NC0235.geopotential number by the normal gravity value computed on the
 NC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0235.degrees latitude (g = 980.6199 gals.).
 NC0235
 NC0235.The modeled gravity was interpolated from observed gravity values.
 NC0235
 NC0235;                    North         East    Units  Estimated Accuracy
 NC0235;SPC NY W     -   262,260.      348,560.      MT  (+/- 180 meters Scaled)
 NC0235
 NC0235                          SUPERSEDED SURVEY CONTROL
 NC0235
 NC0235  NGVD 29 (??/??/92)  516.750  (m)         1695.37   (f) ADJ UNCH    1 1
 NC0235
 NC0235.Superseded values are not recommended for survey control.
 NC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0235.See file dsdata.txt to determine how the superseded data were derived.
 NC0235
 NC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG975927(NAD 83)
 NC0235_MARKER: DB = BENCH MARK DISK
 NC0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0235_STAMPING: C 387 1967
 NC0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0235+STABILITY: SURFACE MOTION
 NC0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0235+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 NC0235
 NC0235  HISTORY     - Date     Condition        Report By
 NC0235  HISTORY     - 1967     MONUMENTED       CGS
 NC0235  HISTORY     - 20021018 GOOD             USPSQD
 NC0235  HISTORY     - 20060329 GOOD             USPSQD
 NC0235
 NC0235                          STATION DESCRIPTION
 NC0235
 NC0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0235'2.95 MI N FROM ASHFORD.
 NC0235'ABOUT 2.95 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0235'CROSSING OF STATE HIGHWAY 242 AT ASHFORD, 0.15 MILE SOUTHWEST OF
 NC0235'MILEPOST 42, ABOUT 0.25 MILE SOUTHWEST OF THE CROSSING OF KRUSE ROAD,
 NC0235'138 FEET NORTHEAST OF A FIELD ROAD CROSSING, 29 FEET SOUTHEAST OF THE
 NC0235'SOUTHEAST RAIL, 76 FEET SOUTH OF AND ACROSS TRACKS FROM THE 3 RD
 NC0235'TELEGRAPH POLE NORTH OF MILEAGE POLE 42-10, 1 FOOT NORTHWEST OF THE
 NC0235'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTHEAST OF A METAL WITNESS POST,
 NC0235'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 NC0235'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 NC0235
 NC0235                          STATION RECOVERY (2002)
 NC0235
 NC0235'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0235'RECOVERED IN GOOD CONDITION.
 NC0235
 NC0235                          STATION RECOVERY (2006)
 NC0235
 NC0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0483 ***********************************************************************
 NC0483  DESIGNATION -  C 389
 NC0483  PID         -  NC0483
 NC0483  STATE/COUNTY-  NY/ERIE
 NC0483  USGS QUAD   -  BUFFALO SE (1965)
 NC0483
 NC0483                         *CURRENT SURVEY CONTROL
 NC0483  ___________________________________________________________________
 NC0483* NAD 83(1986)-  42 47 48.     (N)    078 47 59.     (W)     SCALED    
 NC0483* NAVD 88     -       198.409  (meters)     650.95   (feet)  ADJUSTED  
 NC0483  ___________________________________________________________________
 NC0483  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NC0483  DYNAMIC HT  -         198.353 (meters)     650.76  (feet)  COMP
 NC0483  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 NC0483
 NC0483  VERT ORDER  -  FIRST     CLASS I
 NC0483
 NC0483.The horizontal coordinates were scaled from a topographic map and have
 NC0483.an estimated accuracy of +/- 6 seconds.
 NC0483
 NC0483.The orthometric height was determined by differential leveling
 NC0483.and adjusted by the National Geodetic Survey in June 1991..
 NC0483
 NC0483.The geoid height was determined by GEOID03.
 NC0483
 NC0483.The dynamic height is computed by dividing the NAVD 88
 NC0483.geopotential number by the normal gravity value computed on the
 NC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0483.degrees latitude (g = 980.6199 gals.).
 NC0483
 NC0483.The modeled gravity was interpolated from observed gravity values.
 NC0483
 NC0483;                    North         East    Units  Estimated Accuracy
 NC0483;SPC NY W     -   310,610.      332,300.      MT  (+/- 180 meters Scaled)
 NC0483
 NC0483                          SUPERSEDED SURVEY CONTROL
 NC0483
 NC0483  NGVD 29 (??/??/92)  198.574  (m)          651.49   (f) ADJ UNCH    1 1
 NC0483
 NC0483.Superseded values are not recommended for survey control.
 NC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0483.See file dsdata.txt to determine how the superseded data were derived.
 NC0483
 NC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH799405(NAD 83)
 NC0483_MARKER: DB = BENCH MARK DISK
 NC0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0483_SP_SET: 12 FEET
 NC0483_STAMPING: C 389 1967
 NC0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0483
 NC0483  HISTORY     - Date     Condition        Report By
 NC0483  HISTORY     - 1967     MONUMENTED       CGS
 NC0483  HISTORY     - 1974     MARK NOT FOUND   USGS
 NC0483
 NC0483                          STATION DESCRIPTION
 NC0483
 NC0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0483'5.1 MI SE FROM BUFFALO.
 NC0483'ABOUT 5.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0483'THE SOUTHWEST END OF THE BRIDGE OVER THE BUFFALO RIVER, AT THE
 NC0483'CROSSING OF LAKE AVENUE, 0.1 MILE SOUTHEAST OF MILEPOST 5, 52 FEET
 NC0483'SOUTHWEST OF THE APPROXIMATE CENTER OF THE CROSSING, 46.9 FEET
 NC0483'SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK, 39 FEET SOUTH OF THE CENTER
 NC0483'LINE OF LAKE AVENUE, 2 FEET EAST OF A CABLE AND POWER LINE POLE, 2
 NC0483'FEET NORTH OF A METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE
 NC0483'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 NC0483'THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 1 INCH
 NC0483'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 NC0483'DEPTH OF 12 FEET.  NOTE--MARK MAY ALSO BE REACHED BY GOING 3.9 MILES
 NC0483'NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
 NC0483'ORCHARD PARK.
 NC0483
 NC0483                          STATION RECOVERY (1974)
 NC0483
 NC0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NC0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0128 ***********************************************************************
 KU0128  DESIGNATION -  C 39
 KU0128  PID         -  KU0128
 KU0128  STATE/COUNTY-  NY/SUFFOLK
 KU0128  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0128
 KU0128                         *CURRENT SURVEY CONTROL
 KU0128  ___________________________________________________________________
 KU0128* NAD 83(1986)-  40 56 50.     (N)    072 58 13.     (W)     SCALED    
 KU0128* NAVD 88     -        43.136  (meters)     141.52   (feet)  ADJUSTED  
 KU0128  ___________________________________________________________________
 KU0128  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KU0128  DYNAMIC HT  -          43.121 (meters)     141.47  (feet)  COMP
 KU0128  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 KU0128
 KU0128  VERT ORDER  -  SECOND    CLASS 0
 KU0128
 KU0128.The horizontal coordinates were scaled from a topographic map and have
 KU0128.an estimated accuracy of +/- 6 seconds.
 KU0128
 KU0128.The orthometric height was determined by differential leveling
 KU0128.and adjusted by the National Geodetic Survey in June 1991..
 KU0128
 KU0128.The geoid height was determined by GEOID03.
 KU0128
 KU0128.The dynamic height is computed by dividing the NAVD 88
 KU0128.geopotential number by the normal gravity value computed on the
 KU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0128.degrees latitude (g = 980.6199 gals.).
 KU0128
 KU0128.The modeled gravity was interpolated from observed gravity values.
 KU0128
 KU0128;                    North         East    Units  Estimated Accuracy
 KU0128;SPC NY L     -    87,190.      386,700.      MT  (+/- 180 meters Scaled)
 KU0128
 KU0128                          SUPERSEDED SURVEY CONTROL
 KU0128
 KU0128  NGVD 29 (??/??/92)   43.437  (m)          142.51   (f) ADJ UNCH    2 0
 KU0128
 KU0128.Superseded values are not recommended for survey control.
 KU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0128.See file dsdata.txt to determine how the superseded data were derived.
 KU0128
 KU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL708348(NAD 83)
 KU0128_MARKER: DB = BENCH MARK DISK
 KU0128_SETTING: 66 = SET IN ROCK OUTCROP
 KU0128_SP_SET: ROCK OUTCROP
 KU0128_STAMPING: C 39 1932 142.510
 KU0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0128+STABILITY: POSITION/ELEVATION WELL
 KU0128
 KU0128  HISTORY     - Date     Condition        Report By
 KU0128  HISTORY     - 1932     MONUMENTED       CGS
 KU0128  HISTORY     - 1950     GOOD             NGS
 KU0128  HISTORY     - 1988     GOOD             USPSQD
 KU0128
 KU0128                          STATION DESCRIPTION
 KU0128
 KU0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0128'1.8 MI SE FROM MILLER PLACE.
 KU0128'1.8 MILES SOUTHEAST ALONG NORTH COUNTRY ROAD FROM THE GRADE
 KU0128'SCHOOL AT MILLER PLACE TO A PRIVATE HOME LOCATED ON THE NORTHEAST
 KU0128'SIDE OF THE ROAD, 0.05 MILE NORTH OF A LONG ISLAND LIGHT COMPANY
 KU0128'TRANSFORMER STATION, 79.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 KU0128'PRIVATE HOME, 41.2 FEET SOUTHEAST OF TELEPHONE POLE NYT 271,
 KU0128'21.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN LINE WITH
 KU0128'A ROW OF TELEPHONE POLES, SET IN THE TOP OF A ROCK OUTCROP ABOUT
 KU0128'0.7 FOOT ABOVE THE LEVEL OF THE ROAD.
 KU0128
 KU0128                          STATION RECOVERY (1988)
 KU0128
 KU0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0554 ***********************************************************************
 PH0554  DESIGNATION -  C 390
 PH0554  PID         -  PH0554
 PH0554  STATE/COUNTY-  NY/ST LAWRENCE
 PH0554  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0554
 PH0554                         *CURRENT SURVEY CONTROL
 PH0554  ___________________________________________________________________
 PH0554* NAD 83(1986)-  44 58 40.     (N)    074 46 29.     (W)     SCALED    
 PH0554* NAVD 88     -        63.222  (meters)     207.42   (feet)  ADJUSTED  
 PH0554  ___________________________________________________________________
 PH0554  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 PH0554  DYNAMIC HT  -          63.221 (meters)     207.42  (feet)  COMP
 PH0554  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 PH0554
 PH0554  VERT ORDER  -  FIRST     CLASS I
 PH0554
 PH0554.The horizontal coordinates were scaled from a topographic map and have
 PH0554.an estimated accuracy of +/- 6 seconds.
 PH0554
 PH0554.The orthometric height was determined by differential leveling
 PH0554.and adjusted by the National Geodetic Survey in June 1991..
 PH0554
 PH0554.The geoid height was determined by GEOID03.
 PH0554
 PH0554.The dynamic height is computed by dividing the NAVD 88
 PH0554.geopotential number by the normal gravity value computed on the
 PH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0554.degrees latitude (g = 980.6199 gals.).
 PH0554
 PH0554.The modeled gravity was interpolated from observed gravity values.
 PH0554
 PH0554;                    North         East    Units  Estimated Accuracy
 PH0554;SPC NY E     -   682,440.      128,330.      MT  (+/- 180 meters Scaled)
 PH0554
 PH0554                          SUPERSEDED SURVEY CONTROL
 PH0554
 PH0554  NGVD 29 (??/??/92)   63.35   (m)          207.8    (f) COMPUTED    1 1
 PH0554
 PH0554.Superseded values are not recommended for survey control.
 PH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0554.See file dsdata.txt to determine how the superseded data were derived.
 PH0554
 PH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ177805(NAD 83)
 PH0554_MARKER: DB = BENCH MARK DISK
 PH0554_SETTING: 80 = SET IN A BOULDER
 PH0554_SP_SET: BOULDER
 PH0554_STAMPING: C 390 1973
 PH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0554+STABILITY: SURFACE MOTION
 PH0554
 PH0554  HISTORY     - Date     Condition        Report By
 PH0554  HISTORY     - 1973     MONUMENTED       NGS
 PH0554
 PH0554                          STATION DESCRIPTION
 PH0554
 PH0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0554'3.1 MI NW FROM ROOSEVELTOWN.
 PH0554'ABOUT 1.2 MILES NORTH ALONG COUNTY ROAD 128 FROM THE POST OFFICE AT
 PH0554'ROOSEVELTOWN, THENCE ABOUT 0.3 MILE WEST ALONG THE PENN CENTRAL
 PH0554'RAILROAD, THENCE ABOUT 1.6 MILES SOUTHWEST ALONG SOUTH GRASSE RIVER
 PH0554'ROAD, 1.0 MILE WEST OF THE NORTH ENTRANCE TO THE REYNOLDS ALUMINUM
 PH0554'PLANT, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 165 FEET
 PH0554'SOUTH OF AND ACROSS THE ROAD FROM POWER POLE 39, 41 FEET SOUTHEAST OF
 PH0554'A 3-FOOT OAK TREE, 5.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 PH0554'IN THE TOP OF AN 8 BY 4-FOOT EMBEDDED BOULDER WHICH IS ABOUT FLUSH
 PH0554'WITH THE GROUND AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0563 ***********************************************************************
 PH0563  DESIGNATION -  C 391
 PH0563  PID         -  PH0563
 PH0563  STATE/COUNTY-  NY/ST LAWRENCE
 PH0563  USGS QUAD   -  HOGANSBURG (1987)
 PH0563
 PH0563                         *CURRENT SURVEY CONTROL
 PH0563  ___________________________________________________________________
 PH0563* NAD 83(1986)-  44 58 09.     (N)    074 44 24.     (W)     SCALED    
 PH0563* NAVD 88     -        67.767  (meters)     222.33   (feet)  ADJUSTED  
 PH0563  ___________________________________________________________________
 PH0563  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 PH0563  DYNAMIC HT  -          67.766 (meters)     222.33  (feet)  COMP
 PH0563  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 PH0563
 PH0563  VERT ORDER  -  FIRST     CLASS I
 PH0563
 PH0563.The horizontal coordinates were scaled from a topographic map and have
 PH0563.an estimated accuracy of +/- 6 seconds.
 PH0563
 PH0563.The orthometric height was determined by differential leveling
 PH0563.and adjusted by the National Geodetic Survey in June 1991..
 PH0563
 PH0563.The geoid height was determined by GEOID03.
 PH0563
 PH0563.The dynamic height is computed by dividing the NAVD 88
 PH0563.geopotential number by the normal gravity value computed on the
 PH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0563.degrees latitude (g = 980.6199 gals.).
 PH0563
 PH0563.The modeled gravity was interpolated from observed gravity values.
 PH0563
 PH0563;                    North         East    Units  Estimated Accuracy
 PH0563;SPC NY E     -   681,480.      131,070.      MT  (+/- 180 meters Scaled)
 PH0563
 PH0563                          SUPERSEDED SURVEY CONTROL
 PH0563
 PH0563  NGVD 29 (??/??/92)   67.88   (m)          222.7    (f) COMPUTED    1 1
 PH0563
 PH0563.Superseded values are not recommended for survey control.
 PH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0563.See file dsdata.txt to determine how the superseded data were derived.
 PH0563
 PH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ205795(NAD 83)
 PH0563_MARKER: DB = BENCH MARK DISK
 PH0563_SETTING: 80 = SET IN A BOULDER
 PH0563_SP_SET: BOULDER
 PH0563_STAMPING: C 391 1973
 PH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0563+STABILITY: SURFACE MOTION
 PH0563
 PH0563  HISTORY     - Date     Condition        Report By
 PH0563  HISTORY     - 1973     MONUMENTED       NGS
 PH0563
 PH0563                          STATION DESCRIPTION
 PH0563
 PH0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0563'0.5 MI SW FROM ROOSEVELTOWN.
 PH0563'ABOUT 0.5 MILE SOUTHWEST ALONG ROOSEVELTOWN ROAD FROM THE POST OFFICE
 PH0563'AT ROOSEVELTOWN, 67 FEET NORTH OF THE CENTER OF THE JUNCTION OF HALL
 PH0563'ROAD, 93 FEET EAST OF A FORKED ELM TREE, 37 1/2 FEET NORTH OF AN
 PH0563'EAST-WEST FENCE LINE, ABOUT LEVEL WITH THE ROAD AND IS A DISK IN THE
 PH0563'TOP AND NEAR THE CENTER OF A 10 BY 8-FOOT EMBEDED BOULDER ALONG SOUTH
 PH0563'SIDE OF PASTURE AND WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 PH0563'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0602 ***********************************************************************
 PG0602  DESIGNATION -  C 392
 PG0602  PID         -  PG0602
 PG0602  STATE/COUNTY-  NY/CLINTON
 PG0602  USGS QUAD   -  CHAMPLAIN (1966)
 PG0602
 PG0602                         *CURRENT SURVEY CONTROL
 PG0602  ___________________________________________________________________
 PG0602* NAD 83(1986)-  44 58 06.     (N)    073 27 17.     (W)     SCALED    
 PG0602* NAVD 88     -        69.401  (meters)     227.69   (feet)  ADJUSTED  
 PG0602  ___________________________________________________________________
 PG0602  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 PG0602  DYNAMIC HT  -          69.400 (meters)     227.69  (feet)  COMP
 PG0602  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 PG0602
 PG0602  VERT ORDER  -  FIRST     CLASS I
 PG0602
 PG0602.The horizontal coordinates were scaled from a topographic map and have
 PG0602.an estimated accuracy of +/- 6 seconds.
 PG0602
 PG0602.The orthometric height was determined by differential leveling
 PG0602.and adjusted by the National Geodetic Survey in June 1991..
 PG0602
 PG0602.The geoid height was determined by GEOID03.
 PG0602
 PG0602.The dynamic height is computed by dividing the NAVD 88
 PG0602.geopotential number by the normal gravity value computed on the
 PG0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0602.degrees latitude (g = 980.6199 gals.).
 PG0602
 PG0602.The modeled gravity was interpolated from observed gravity values.
 PG0602
 PG0602;                    North         East    Units  Estimated Accuracy
 PG0602;SPC NY E     -   681,890.      232,450.      MT  (+/- 180 meters Scaled)
 PG0602
 PG0602                          SUPERSEDED SURVEY CONTROL
 PG0602
 PG0602  NGVD 29 (??/??/92)   69.534  (m)          228.13   (f) ADJ UNCH    1 1
 PG0602
 PG0602.Superseded values are not recommended for survey control.
 PG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0602.See file dsdata.txt to determine how the superseded data were derived.
 PG0602
 PG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ218805(NAD 83)
 PG0602_MARKER: DB = BENCH MARK DISK
 PG0602_SETTING: 66 = SET IN ROCK OUTCROP
 PG0602_SP_SET: ROCK OUTCROP
 PG0602_STAMPING: C 392 1973
 PG0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0602+STABILITY: POSITION/ELEVATION WELL
 PG0602
 PG0602  HISTORY     - Date     Condition        Report By
 PG0602  HISTORY     - 1973     MONUMENTED       NGS
 PG0602
 PG0602                          STATION DESCRIPTION
 PG0602
 PG0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0602'1.45 MI SW FROM CHAMPLAIN.
 PG0602'ABOUT 0.6 MILE SOUTHWEST ALONG CHURCH STREET FROM THE POST OFFICE AT
 PG0602'CHAMPLAIN, THENCE 0.85 MILES SOUTH ALONG RIDGE ROAD, SET IN A ROCK
 PG0602'OUTCROP PROJECTING 1 FOOT, 109.5 FEET EAST OF THE CENTER LINE OF RIDGE
 PG0602'ROAD, 68.7 FEET EAST OF POWER POLE NO. 19, 32.3 FEET SOUTH OF A FENCE
 PG0602'LINE AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1095 ***********************************************************************
 PG1095  DESIGNATION -  C 393
 PG1095  PID         -  PG1095
 PG1095  STATE/COUNTY-  NY/CLINTON
 PG1095  USGS QUAD   -  ALTONA (1966)
 PG1095
 PG1095                         *CURRENT SURVEY CONTROL
 PG1095  ___________________________________________________________________
 PG1095* NAD 83(1986)-  44 55 06.     (N)    073 44 31.     (W)     SCALED    
 PG1095* NAVD 88     -       204.489  (meters)     670.89   (feet)  ADJUSTED  
 PG1095  ___________________________________________________________________
 PG1095  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 PG1095  DYNAMIC HT  -         204.478 (meters)     670.86  (feet)  COMP
 PG1095  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 PG1095
 PG1095  VERT ORDER  -  FIRST     CLASS I
 PG1095
 PG1095.The horizontal coordinates were scaled from a topographic map and have
 PG1095.an estimated accuracy of +/- 6 seconds.
 PG1095
 PG1095.The orthometric height was determined by differential leveling
 PG1095.and adjusted by the National Geodetic Survey in June 1991..
 PG1095
 PG1095.The geoid height was determined by GEOID03.
 PG1095
 PG1095.The dynamic height is computed by dividing the NAVD 88
 PG1095.geopotential number by the normal gravity value computed on the
 PG1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1095.degrees latitude (g = 980.6199 gals.).
 PG1095
 PG1095.The modeled gravity was interpolated from observed gravity values.
 PG1095
 PG1095;                    North         East    Units  Estimated Accuracy
 PG1095;SPC NY E     -   676,080.      209,850.      MT  (+/- 180 meters Scaled)
 PG1095
 PG1095                          SUPERSEDED SURVEY CONTROL
 PG1095
 PG1095  NGVD 29 (??/??/92)  204.614  (m)          671.30   (f) ADJ UNCH    1 1
 PG1095
 PG1095.Superseded values are not recommended for survey control.
 PG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1095.See file dsdata.txt to determine how the superseded data were derived.
 PG1095
 PG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ992746(NAD 83)
 PG1095_MARKER: DB = BENCH MARK DISK
 PG1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1095_SP_SET: CULVERT
 PG1095_STAMPING: C 393 1973
 PG1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1095
 PG1095  HISTORY     - Date     Condition        Report By
 PG1095  HISTORY     - 1973     MONUMENTED       NGS
 PG1095
 PG1095                          STATION DESCRIPTION
 PG1095
 PG1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1095'3.15 MI NE FROM ELLENBURG DEPOT.
 PG1095'ABOUT 3.15 MILES NORTHEAST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE
 PG1095'AT ELLENBURG DEPOT, 0.15 MILE SOUTHEAST OF THE JUNCTION OF CANNON
 PG1095'CORNERS ROAD LEADING NORTH, 26 FEET SOUTHEAST OF THE CENTER LINE OF
 PG1095'THE HIGHWAY, SET IN THE SOUTHEAST CONCRETE HEADWALL FOR A 5-FOOT BOX
 PG1095'CULVERT UNDER THE HIGHWAY, 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF
 PG1095'THE HEADWALL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0093 ***********************************************************************
 PH0093  DESIGNATION -  C 394
 PH0093  PID         -  PH0093
 PH0093  STATE/COUNTY-  NY/FRANKLIN
 PH0093  USGS QUAD   -  CHATEAUGAY (1993)
 PH0093
 PH0093                         *CURRENT SURVEY CONTROL
 PH0093  ___________________________________________________________________
 PH0093* NAD 83(1986)-  44 55 42.     (N)    074 03 00.     (W)     SCALED    
 PH0093* NAVD 88     -       305.453  (meters)    1002.14   (feet)  ADJUSTED  
 PH0093  ___________________________________________________________________
 PH0093  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 PH0093  DYNAMIC HT  -         305.438 (meters)    1002.09  (feet)  COMP
 PH0093  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 PH0093
 PH0093  VERT ORDER  -  FIRST     CLASS I
 PH0093
 PH0093.The horizontal coordinates were scaled from a topographic map and have
 PH0093.an estimated accuracy of +/- 6 seconds.
 PH0093
 PH0093.The orthometric height was determined by differential leveling
 PH0093.and adjusted by the National Geodetic Survey in June 1991..
 PH0093
 PH0093.The geoid height was determined by GEOID03.
 PH0093
 PH0093.The dynamic height is computed by dividing the NAVD 88
 PH0093.geopotential number by the normal gravity value computed on the
 PH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0093.degrees latitude (g = 980.6199 gals.).
 PH0093
 PH0093.The modeled gravity was interpolated from observed gravity values.
 PH0093
 PH0093;                    North         East    Units  Estimated Accuracy
 PH0093;SPC NY E     -   677,010.      185,520.      MT  (+/- 180 meters Scaled)
 PH0093
 PH0093                          SUPERSEDED SURVEY CONTROL
 PH0093
 PH0093  NGVD 29 (??/??/92)  305.53   (m)         1002.4    (f) COMPUTED    1 1
 PH0093
 PH0093.Superseded values are not recommended for survey control.
 PH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0093.See file dsdata.txt to determine how the superseded data were derived.
 PH0093
 PH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ749754(NAD 83)
 PH0093_MARKER: DB = BENCH MARK DISK
 PH0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0093_SP_SET: CULVERT
 PH0093_STAMPING: C 394 1973
 PH0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0093
 PH0093  HISTORY     - Date     Condition        Report By
 PH0093  HISTORY     - 1973     MONUMENTED       NGS
 PH0093
 PH0093                          STATION DESCRIPTION
 PH0093
 PH0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0093'1.5 MI E FROM CHATEAUGAY.
 PH0093'ABOUT 1.5 MILES EAST ALONG U. S. HIGHWAY 11 FROM THE INTERSECTION OF
 PH0093'STATE HIGHWAY 374 AT CHATEAUGAY, 0.15 MILE SOUTHEAST OF THE JUNCTION
 PH0093'OF RYAN ROAD LEADING SOUTH, AT THE ABANDONED RUTLAND RAILROAD OVERPASS
 PH0093'OVER HIGHWAY 11, 60 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 PH0093'HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF THE ABANDONED RAILROAD
 PH0093'GRADE, 78 FEET SOUTHEAST OF THE SOUTH END OF THE RETAINING WALL FOR
 PH0093'ABANDONED OVERPASS, ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY AND SET
 PH0093'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL FOR LARGE
 PH0093'CULVERT UNDER THE RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0484 ***********************************************************************
 PG0484  DESIGNATION -  C 395
 PG0484  PID         -  PG0484
 PG0484  STATE/COUNTY-  NY/CLINTON
 PG0484  USGS QUAD   -  PLATTSBURGH (1966)
 PG0484
 PG0484                         *CURRENT SURVEY CONTROL
 PG0484  ___________________________________________________________________
 PG0484* NAD 83(1986)-  44 43 05.     (N)    073 28 14.     (W)     SCALED    
 PG0484* NAVD 88     -        56.810  (meters)     186.38   (feet)  ADJUSTED  
 PG0484  ___________________________________________________________________
 PG0484  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0484  DYNAMIC HT  -          56.807 (meters)     186.37  (feet)  COMP
 PG0484  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 PG0484
 PG0484  VERT ORDER  -  FIRST     CLASS I
 PG0484
 PG0484.The horizontal coordinates were scaled from a topographic map and have
 PG0484.an estimated accuracy of +/- 6 seconds.
 PG0484
 PG0484.The orthometric height was determined by differential leveling
 PG0484.and adjusted by the National Geodetic Survey in June 1991..
 PG0484
 PG0484.The geoid height was determined by GEOID03.
 PG0484
 PG0484.The dynamic height is computed by dividing the NAVD 88
 PG0484.geopotential number by the normal gravity value computed on the
 PG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0484.degrees latitude (g = 980.6199 gals.).
 PG0484
 PG0484.The modeled gravity was interpolated from observed gravity values.
 PG0484
 PG0484;                    North         East    Units  Estimated Accuracy
 PG0484;SPC NY E     -   654,060.      231,560.      MT  (+/- 180 meters Scaled)
 PG0484
 PG0484                          SUPERSEDED SURVEY CONTROL
 PG0484
 PG0484  NGVD 29 (??/??/92)   56.88   (m)          186.6    (f) COMPUTED    1 1
 PG0484
 PG0484.Superseded values are not recommended for survey control.
 PG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0484.See file dsdata.txt to determine how the superseded data were derived.
 PG0484
 PG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ211527(NAD 83)
 PG0484_MARKER: DB = BENCH MARK DISK
 PG0484_SETTING: 66 = SET IN ROCK OUTCROP
 PG0484_SP_SET: ROCK OUTCROP
 PG0484_STAMPING: C 395 1973
 PG0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0484+STABILITY: POSITION/ELEVATION WELL
 PG0484
 PG0484  HISTORY     - Date     Condition        Report By
 PG0484  HISTORY     - 1973     MONUMENTED       NGS
 PG0484  HISTORY     - 20060507 MARK NOT FOUND   NYDT
 PG0484
 PG0484                          STATION DESCRIPTION
 PG0484
 PG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0484'2.15 MI NW FROM PLATTSBURGH.
 PG0484'ABOUT 1.1 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0484'STATION AT PLATTSBURGH, THENCE 0.15 MILE WEST ALONG BOYNTON AVENUE,
 PG0484'THENCE 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 22, AT A JUNCTION FORMED
 PG0484'BY STATE HIGHWAY 22 LEADING NORTH AND EAST, STATE HIGHWAY 374 LEADING
 PG0484'WEST AND QUARRY ROAD LEADING SOUTH, 123 1/2 FEET SOUTHWEST OF THE
 PG0484'CENTER LINE OF THE SOUTHWEST LANE OF STATE HIGHWAY 22, 53 FEET EAST OF
 PG0484'THE CENTER LINE OF QUARRY ROAD, 20.2 FEET EAST-NORTHEAST OF A METAL
 PG0484'POST FOR HIGHWAY SIGN, SET IN THE TOP OF A 200-FOOT-LONG 3-FOOT-HIGH
 PG0484'OUTCROP FORMATION, 1 FOOT EAST OF THE WEST FACE OF OUTCROP, 3 FEET
 PG0484'HIGHER THAN THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF STATE
 PG0484'HIGHWAY 22.
 PG0484
 PG0484                          STATION RECOVERY (2006)
 PG0484
 PG0484'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PG0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0472 ***********************************************************************
 OD0472  DESIGNATION -  C 396
 OD0472  PID         -  OD0472
 OD0472  STATE/COUNTY-  NY/WASHINGTON
 OD0472  USGS QUAD   -  WHITEHALL (1950)
 OD0472
 OD0472                         *CURRENT SURVEY CONTROL
 OD0472  ___________________________________________________________________
 OD0472* NAD 83(1986)-  43 33 03.     (N)    073 24 13.     (W)     SCALED    
 OD0472* NAVD 88     -        37.197  (meters)     122.04   (feet)  ADJUSTED  
 OD0472  ___________________________________________________________________
 OD0472  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 OD0472  DYNAMIC HT  -          37.190 (meters)     122.01  (feet)  COMP
 OD0472  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 OD0472
 OD0472  VERT ORDER  -  FIRST     CLASS I
 OD0472
 OD0472.The horizontal coordinates were scaled from a topographic map and have
 OD0472.an estimated accuracy of +/- 6 seconds.
 OD0472
 OD0472.The orthometric height was determined by differential leveling
 OD0472.and adjusted by the National Geodetic Survey in June 1991..
 OD0472
 OD0472.The geoid height was determined by GEOID03.
 OD0472
 OD0472.The dynamic height is computed by dividing the NAVD 88
 OD0472.geopotential number by the normal gravity value computed on the
 OD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0472.degrees latitude (g = 980.6199 gals.).
 OD0472
 OD0472.The modeled gravity was interpolated from observed gravity values.
 OD0472
 OD0472;                    North         East    Units  Estimated Accuracy
 OD0472;SPC NY E     -   524,450.      238,590.      MT  (+/- 180 meters Scaled)
 OD0472
 OD0472                          SUPERSEDED SURVEY CONTROL
 OD0472
 OD0472.No superseded survey control is available for this station.
 OD0472
 OD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP289232(NAD 83)
 OD0472_MARKER: DB = BENCH MARK DISK
 OD0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OD0472_SP_SET: 112 FEET
 OD0472_STAMPING: C 396 1973
 OD0472_MARK LOGO: NGS   
 OD0472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0472+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 OD0472
 OD0472  HISTORY     - Date     Condition        Report By
 OD0472  HISTORY     - 1973     MONUMENTED       NGS
 OD0472  HISTORY     - 1980     GOOD             NGS
 OD0472  HISTORY     - 19940405 GOOD             VTAT
 OD0472
 OD0472                          STATION DESCRIPTION
 OD0472
 OD0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0472'IN WHITEHALL.
 OD0472'AT WHITEHALL, NEAR THE SOUTH END AND ACROSS BOULEVARD STREET FROM THE
 OD0472'CITY PARK, ABOUT 0.15 MILE NORTH OF THE U.S. HIGHWAY 4 OVERPASS OVER
 OD0472'THE DELAWARE AND HUDSON RAILROAD, 112.2 FEET WEST AND ACROSS THE
 OD0472'STREET FROM A FIRE PLUG, 91.1 FEET NORTH OF THE NORTHWEST CORNER POST
 OD0472'OF A JOG IN THE CHAIN LINK FENCE ALONG THE EAST SIDE OF THE RAILROAD
 OD0472'TRACKS, 75.4 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 4 FEET
 OD0472'SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF THE FENCE, 1 FOOT
 OD0472'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND ON
 OD0472'TOP OF A COPPER COATED STEEL ROD, 0.1 FOOT UNDERGROUND AND PROTECTED
 OD0472'BY A 6-INCH TILE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 OD0472'A DEPTH OF 112 FEET.
 OD0472
 OD0472                          STATION RECOVERY (1980)
 OD0472
 OD0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OD0472'RECOVERED IN GOOD CONDITION.
 OD0472
 OD0472                          STATION RECOVERY (1994)
 OD0472
 OD0472'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1994 (MC)
 OD0472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1790 ***********************************************************************
 KU1790  DESIGNATION -  C 397 NEW YORK
 KU1790  PID         -  KU1790
 KU1790  STATE/COUNTY-  NY/WESTCHESTER
 KU1790  USGS QUAD   -  YONKERS (1979)
 KU1790
 KU1790                         *CURRENT SURVEY CONTROL
 KU1790  ___________________________________________________________________
 KU1790* NAD 83(1986)-  40 59 41.     (N)    073 52 42.     (W)     SCALED    
 KU1790* NAVD 88     -        38.481  (meters)     126.25   (feet)  ADJUSTED  
 KU1790  ___________________________________________________________________
 KU1790  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU1790  DYNAMIC HT  -          38.467 (meters)     126.20  (feet)  COMP
 KU1790  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 KU1790
 KU1790  VERT ORDER  -  FIRST     CLASS I
 KU1790
 KU1790.The horizontal coordinates were scaled from a topographic map and have
 KU1790.an estimated accuracy of +/- 6 seconds.
 KU1790
 KU1790.The orthometric height was determined by differential leveling
 KU1790.and adjusted by the National Geodetic Survey in June 1991..
 KU1790
 KU1790.The geoid height was determined by GEOID03.
 KU1790
 KU1790.The dynamic height is computed by dividing the NAVD 88
 KU1790.geopotential number by the normal gravity value computed on the
 KU1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1790.degrees latitude (g = 980.6199 gals.).
 KU1790
 KU1790.The modeled gravity was interpolated from observed gravity values.
 KU1790
 KU1790;                    North         East    Units  Estimated Accuracy
 KU1790;SPC NY E     -   240,150.      202,300.      MT  (+/- 180 meters Scaled)
 KU1790
 KU1790                          SUPERSEDED SURVEY CONTROL
 KU1790
 KU1790.No superseded survey control is available for this station.
 KU1790
 KU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL943387(NAD 83)
 KU1790_MARKER: DB = BENCH MARK DISK
 KU1790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1790_SP_SET: RETAINING WALL
 KU1790_STAMPING: C 397 1974
 KU1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1790
 KU1790  HISTORY     - Date     Condition        Report By
 KU1790  HISTORY     - 1974     MONUMENTED       NGS
 KU1790  HISTORY     - 1978     GOOD             NGS
 KU1790  HISTORY     - 1988     GOOD             USPSQD
 KU1790  HISTORY     - 1990     GOOD             USPSQD
 KU1790  HISTORY     - 20060328 MARK NOT FOUND   AASCO
 KU1790
 KU1790                          STATION DESCRIPTION
 KU1790
 KU1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KU1790'1.5 MI S FROM DOBBS FERRY.
 KU1790'0.5 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT DOBBS
 KU1790'FERRY, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 9 (BROADWAY
 KU1790'STREET) IN THE VILLAGE OF HASTINGS-ON-HUDSON AT THE JUNCTION OF
 KU1790'BROADWAY AND MAIN STREET, SET IN THE TOP OF THE SOUTHEAST END
 KU1790'OF A L SHAPED RETAINING WALL FOR MAIN STREET, NORTH AND DIRECTLY
 KU1790'ACROSS MAIN STREET FROM THE GRACE EPISCOPAL CHURCH, 12.0 FEET
 KU1790'NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET, 9.0 FEET
 KU1790'SOUTHEAST OF THE NORTHWEST CORNER WHERE RETAINING WALL RUNS
 KU1790'SOUTHEAST, 102 FEET SOUTHWEST OF THE SOUTHWEST CURB OF BROADWAY
 KU1790'(U.S. HYW 9), 2.1 FEET NORTH OF A TELEPHONE POLE BRACE POLE
 KU1790'WITH 1 GUY WIRE AND 1 1/2 FEET ABOVE MAIN STREET.
 KU1790
 KU1790                          STATION RECOVERY (1978)
 KU1790
 KU1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KU1790'RECOVERED IN GOOD CONDITION.
 KU1790
 KU1790                          STATION RECOVERY (1988)
 KU1790
 KU1790'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 KU1790'RECOVERED IN GOOD CONDITION.
 KU1790
 KU1790                          STATION RECOVERY (1990)
 KU1790
 KU1790'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 KU1790'RECOVERED IN GOOD CONDITION.
 KU1790
 KU1790                          STATION RECOVERY (2006)
 KU1790
 KU1790'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KU1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0852 ***********************************************************************
 MZ0852  DESIGNATION -  C 398
 MZ0852  PID         -  MZ0852
 MZ0852  STATE/COUNTY-  NY/RENSSELAER
 MZ0852  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0852
 MZ0852                         *CURRENT SURVEY CONTROL
 MZ0852  ___________________________________________________________________
 MZ0852* NAD 83(1986)-  42 34 36.     (N)    073 44 16.     (W)     SCALED    
 MZ0852* NAVD 88     -         5.352  (meters)      17.56   (feet)  ADJUSTED  
 MZ0852  ___________________________________________________________________
 MZ0852  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 MZ0852  DYNAMIC HT  -           5.351 (meters)      17.56  (feet)  COMP
 MZ0852  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 MZ0852
 MZ0852  VERT ORDER  -  FIRST     CLASS I
 MZ0852
 MZ0852.The horizontal coordinates were scaled from a topographic map and have
 MZ0852.an estimated accuracy of +/- 6 seconds.
 MZ0852
 MZ0852.The orthometric height was determined by differential leveling
 MZ0852.and adjusted by the National Geodetic Survey in June 1991..
 MZ0852
 MZ0852.The geoid height was determined by GEOID03.
 MZ0852
 MZ0852.The dynamic height is computed by dividing the NAVD 88
 MZ0852.geopotential number by the normal gravity value computed on the
 MZ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0852.degrees latitude (g = 980.6199 gals.).
 MZ0852
 MZ0852.The modeled gravity was interpolated from observed gravity values.
 MZ0852
 MZ0852;                    North         East    Units  Estimated Accuracy
 MZ0852;SPC NY E     -   415,930.      212,570.      MT  (+/- 180 meters Scaled)
 MZ0852
 MZ0852                          SUPERSEDED SURVEY CONTROL
 MZ0852
 MZ0852  NGVD 29 (??/??/92)    5.60   (m)           18.4    (f) COMPUTED    1 1
 MZ0852
 MZ0852.Superseded values are not recommended for survey control.
 MZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0852.See file dsdata.txt to determine how the superseded data were derived.
 MZ0852
 MZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN035145(NAD 83)
 MZ0852_MARKER: DB = BENCH MARK DISK
 MZ0852_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MZ0852+WITH SETTING: INTO GROUND
 MZ0852_STAMPING: C 398 1974
 MZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0852+STABILITY: SURFACE MOTION
 MZ0852
 MZ0852  HISTORY     - Date     Condition        Report By
 MZ0852  HISTORY     - 1974     MONUMENTED       NGS
 MZ0852  HISTORY     - 19950826 GOOD             USPSQD
 MZ0852  HISTORY     - 19971111 GOOD             USPSQD
 MZ0852
 MZ0852                          STATION DESCRIPTION
 MZ0852
 MZ0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0852'3.5 MI N FROM CASTLETON-ON-HUDSON.
 MZ0852'3.5 MILES NORTH ALONG STATE HIGHWAY 9 J FROM THE POST OFFICE AT
 MZ0852'CASTLETON-ON-HUDSON, ALSO 3.7 MILES SOUTH ALONG STATE HIGHWAY 9 J FROM
 MZ0852'THE U.S. HIGHWAY 9 AND 20 OVERPASS AT RENSSELAER, 0.1 MILE NORTH OF A
 MZ0852'SIGN WHICH READS TOWN OF SCHODACK, 54 FEET EAST OF THE CENTER LINE OF
 MZ0852'THE HIGHWAY, 115 FEET NORTHWEST AND DOWN HILL FROM A FRAME HOUSE, 4.2
 MZ0852'FEET SOUTH OF A TELEPHONE POLE NO. 128, 1.2 FEET WEST OF A METAL
 MZ0852'WITNESS POST AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 MZ0852'IS ATTACHED TO A METAL BASE PLATE, THE DISK PROJECTS 0.1 FOOT AND
 MZ0852'ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.2 FOOT.
 MZ0852
 MZ0852                          STATION RECOVERY (1995)
 MZ0852
 MZ0852'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ0852'RECOVERED IN GOOD CONDITION.
 MZ0852
 MZ0852                          STATION RECOVERY (1997)
 MZ0852
 MZ0852'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0551 ***********************************************************************
 MZ0551  DESIGNATION -  C 399
 MZ0551  PID         -  MZ0551
 MZ0551  STATE/COUNTY-  NY/DUTCHESS
 MZ0551  USGS QUAD   -  SAUGERTIES (1978)
 MZ0551
 MZ0551                         *CURRENT SURVEY CONTROL
 MZ0551  ___________________________________________________________________
 MZ0551* NAD 83(1986)-  42 01 33.     (N)    073 53 59.     (W)     SCALED    
 MZ0551* NAVD 88     -        65.805  (meters)     215.90   (feet)  ADJUSTED  
 MZ0551  ___________________________________________________________________
 MZ0551  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MZ0551  DYNAMIC HT  -          65.783 (meters)     215.82  (feet)  COMP
 MZ0551  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 MZ0551
 MZ0551  VERT ORDER  -  FIRST     CLASS I
 MZ0551
 MZ0551.The horizontal coordinates were scaled from a topographic map and have
 MZ0551.an estimated accuracy of +/- 6 seconds.
 MZ0551
 MZ0551.The orthometric height was determined by differential leveling
 MZ0551.and adjusted by the National Geodetic Survey in June 1991..
 MZ0551
 MZ0551.The geoid height was determined by GEOID03.
 MZ0551
 MZ0551.The dynamic height is computed by dividing the NAVD 88
 MZ0551.geopotential number by the normal gravity value computed on the
 MZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0551.degrees latitude (g = 980.6199 gals.).
 MZ0551
 MZ0551.The modeled gravity was interpolated from observed gravity values.
 MZ0551
 MZ0551;                    North         East    Units  Estimated Accuracy
 MZ0551;SPC NY E     -   354,640.      199,710.      MT  (+/- 180 meters Scaled)
 MZ0551
 MZ0551                          SUPERSEDED SURVEY CONTROL
 MZ0551
 MZ0551.No superseded survey control is available for this station.
 MZ0551
 MZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM910532(NAD 83)
 MZ0551_MARKER: DB = BENCH MARK DISK
 MZ0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0551_SP_SET: CULVERT
 MZ0551_STAMPING: C 399 1974
 MZ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0551
 MZ0551  HISTORY     - Date     Condition        Report By
 MZ0551  HISTORY     - 1974     MONUMENTED       NGS
 MZ0551  HISTORY     - 1975     GOOD             NGS
 MZ0551
 MZ0551                          STATION DESCRIPTION
 MZ0551
 MZ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0551'8.25 MI N FROM RHINEBECK.
 MZ0551'1.7 MILES EAST ALONG STATE HIGHWAY 308 FROM THE JUNCTION OF U.S.
 MZ0551'HIGHWAY 9 AT RHINEBECK, THENCE 6.55 MILES NORTH ALONG STATE HIGHWAY
 MZ0551'9G, AT THE JUNCTION OF DUTCHESS COUNTY ROAD 103 LEADING SOUTHWEST, SET
 MZ0551'IN THE TOP WEST END OF THE SOUTH HEADWALL OF A 18-INCH PIPE CULVERT
 MZ0551'WHICH IS UNDER A BLACKTOP ROAD THAT LEADS TO BARD COLLEGE, 18.8 FEET
 MZ0551'EAST OF THE CENTER LINE OF STATE HIGHWAY 9G, 18.0 FEET SOUTH OF
 MZ0551'BLACKTOP ROAD, 19 FEET EAST OF CENTER OF JUNCTION OF THE HIGHWAY AND
 MZ0551'DUTCHESS COUNTY ROAD, 21 FEET NORTHWEST OF THE WEST END OF WHOLEBACK
 MZ0551'APPARTMENTS-BARD COLLEGE SIGN AND ABOUT LEVEL WITH THE HIGHWAY.
 MZ0551
 MZ0551                          STATION RECOVERY (1975)
 MZ0551
 MZ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MZ0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0914 ***********************************************************************
 MZ0914  DESIGNATION -  C 4
 MZ0914  PID         -  MZ0914
 MZ0914  STATE/COUNTY-  NY/RENSSELAER
 MZ0914  USGS QUAD   -  TROY SOUTH (1980)
 MZ0914
 MZ0914                         *CURRENT SURVEY CONTROL
 MZ0914  ___________________________________________________________________
 MZ0914* NAD 83(1986)-  42 44 49.     (N)    073 40 56.     (W)     SCALED    
 MZ0914* NAVD 88     -        10.386  (meters)      34.07   (feet)  ADJUSTED  
 MZ0914  ___________________________________________________________________
 MZ0914  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 MZ0914  DYNAMIC HT  -          10.383 (meters)      34.06  (feet)  COMP
 MZ0914  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 MZ0914
 MZ0914  VERT ORDER  -  FIRST     CLASS I
 MZ0914
 MZ0914.The horizontal coordinates were scaled from a topographic map and have
 MZ0914.an estimated accuracy of +/- 6 seconds.
 MZ0914
 MZ0914.The orthometric height was determined by differential leveling
 MZ0914.and adjusted by the National Geodetic Survey in June 1991..
 MZ0914.WARNING-Repeat measurements at this control monument indicate possible
 MZ0914.vertical movement.
 MZ0914
 MZ0914.The geoid height was determined by GEOID03.
 MZ0914
 MZ0914.The dynamic height is computed by dividing the NAVD 88
 MZ0914.geopotential number by the normal gravity value computed on the
 MZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0914.degrees latitude (g = 980.6199 gals.).
 MZ0914
 MZ0914.The modeled gravity was interpolated from observed gravity values.
 MZ0914
 MZ0914;                    North         East    Units  Estimated Accuracy
 MZ0914;SPC NY E     -   434,890.      216,950.      MT  (+/- 180 meters Scaled)
 MZ0914
 MZ0914                          SUPERSEDED SURVEY CONTROL
 MZ0914
 MZ0914.No superseded survey control is available for this station.
 MZ0914
 MZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN078335(NAD 83)
 MZ0914_MARKER: DB = BENCH MARK DISK
 MZ0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0914_SP_SET: BUILDING
 MZ0914_STAMPING: C 4 1919
 MZ0914_MARK LOGO: CGS   
 MZ0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0914
 MZ0914  HISTORY     - Date     Condition        Report By
 MZ0914  HISTORY     - 1919     MONUMENTED       CGS
 MZ0914  HISTORY     - 1974     GOOD             NGS
 MZ0914  HISTORY     - 1981     GOOD             NGS
 MZ0914  HISTORY     - 1988     GOOD             USPSQD
 MZ0914  HISTORY     - 19920831 GOOD             USPSQD
 MZ0914  HISTORY     - 19970822 GOOD             USPSQD
 MZ0914
 MZ0914                          STATION DESCRIPTION
 MZ0914
 MZ0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0914'AT TROY.
 MZ0914'AT TROY, IN THE NORTH PART OF TOWN, AT THE INTERSECTION OF FIFTH
 MZ0914'STREET AND INGALLS AVENUE, SET VERTICALLY IN THE NORTH FACE OF PUBLIC
 MZ0914'SCHOOL NO. 1, 0.7 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 MZ0914'47 FEET EAST OF THE EAST CURB OF THE STREET, 18 FEET SOUTH OF THE
 MZ0914'SOUTH CURB OF THE AVENUE, AND 4.5 FEET ABOVE THE GROUND.
 MZ0914
 MZ0914                          STATION RECOVERY (1981)
 MZ0914
 MZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MZ0914'IN TROY, AT THE INTERSECTION OF 5TH AND INGALLAS AVENUES, SET
 MZ0914'VERTICALLY IN THE NORTH FACE AND NEAR THE NORTHWEST CORNER OF
 MZ0914'SCHOOL NO. 1, 14.48 METERS (47.5 FEET) EAST OF THE EAST CURB OF FIFTH
 MZ0914'AVENUE, 5.55 METERS (18.2 FEET) SOUTH OF THE SOUTH CURB OF INGALLAS
 MZ0914'AVENUE, 0.18 METER (0.6 FOOT) EAST OF THE NORTHWEST CORNER OF THE
 MZ0914'SCHOOL.
 MZ0914'THE MARK IS 1.37 M ABOVE GROUND.
 MZ0914
 MZ0914                          STATION RECOVERY (1988)
 MZ0914
 MZ0914'RECOVERY NOTE BY US POWER SQUADRON 1988 (HBC)
 MZ0914'RECOVERED IN GOOD CONDITION.
 MZ0914
 MZ0914                          STATION RECOVERY (1992)
 MZ0914
 MZ0914'RECOVERY NOTE BY US POWER SQUADRON 1992 (KHB)
 MZ0914'RECOVERED IN GOOD CONDITION.
 MZ0914
 MZ0914                          STATION RECOVERY (1997)
 MZ0914
 MZ0914'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0586 ***********************************************************************
 KU0586  DESIGNATION -  C 40
 KU0586  PID         -  KU0586
 KU0586  STATE/COUNTY-  NY/SUFFOLK
 KU0586  USGS QUAD   -  AMITYVILLE (1979)
 KU0586
 KU0586                         *CURRENT SURVEY CONTROL
 KU0586  ___________________________________________________________________
 KU0586* NAD 83(1986)-  40 43 46.     (N)    073 26 43.     (W)     SCALED    
 KU0586* NAVD 88     -        21.521  (meters)      70.61   (feet)  ADJUSTED  
 KU0586  ___________________________________________________________________
 KU0586  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU0586  DYNAMIC HT  -          21.513 (meters)      70.58  (feet)  COMP
 KU0586  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 KU0586
 KU0586  VERT ORDER  -  SECOND    CLASS 0
 KU0586
 KU0586.The horizontal coordinates were scaled from a topographic map and have
 KU0586.an estimated accuracy of +/- 6 seconds.
 KU0586
 KU0586.The orthometric height was determined by differential leveling
 KU0586.and adjusted by the National Geodetic Survey in June 1991..
 KU0586
 KU0586.The geoid height was determined by GEOID03.
 KU0586
 KU0586.The dynamic height is computed by dividing the NAVD 88
 KU0586.geopotential number by the normal gravity value computed on the
 KU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0586.degrees latitude (g = 980.6199 gals.).
 KU0586
 KU0586.The modeled gravity was interpolated from observed gravity values.
 KU0586
 KU0586;                    North         East    Units  Estimated Accuracy
 KU0586;SPC NY L     -    62,640.      346,860.      MT  (+/- 180 meters Scaled)
 KU0586
 KU0586                          SUPERSEDED SURVEY CONTROL
 KU0586
 KU0586  NGVD 29 (??/??/92)   21.893  (m)           71.83   (f) ADJ UNCH    2 0
 KU0586
 KU0586.Superseded values are not recommended for survey control.
 KU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0586.See file dsdata.txt to determine how the superseded data were derived.
 KU0586
 KU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL312098(NAD 83)
 KU0586_MARKER: DB = BENCH MARK DISK
 KU0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0586_SP_SET: WALL
 KU0586_STAMPING: 71.827 C 40 1932
 KU0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0586
 KU0586  HISTORY     - Date     Condition        Report By
 KU0586  HISTORY     - 1932     MONUMENTED       CGS
 KU0586  HISTORY     - 1975     GOOD             NGS
 KU0586  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KU0586
 KU0586                          STATION DESCRIPTION
 KU0586
 KU0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0586'AT FARMINGDALE.
 KU0586'AT FARMINGDALE, SUFFOLK COUNTY, ON MAIN STREET, OPPOSITE THE
 KU0586'WEST END OF GRAND AVENUE, IN THE EAST WALL OF DISTRICT SCHOOL
 KU0586'22, 3.2 FEET SOUTH OF THE DOORJAMB OF THE SOUTH ENTRANCE DOOR,
 KU0586'AND 38 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 KU0586'71.827 C 40 1932 AND SET VERTICALLY.
 KU0586
 KU0586                          STATION RECOVERY (1975)
 KU0586
 KU0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KU0586'RECOVERED IN GOOD CONDITION.
 KU0586
 KU0586                          STATION RECOVERY (1988)
 KU0586
 KU0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (JH)
 KU0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2207 ***********************************************************************
 NA2207  DESIGNATION -  C 40 LKB 1970
 NA2207  PID         -  NA2207
 NA2207  STATE/COUNTY-  NY/BROOME
 NA2207  USGS QUAD   -  BELDEN (1957)
 NA2207
 NA2207                         *CURRENT SURVEY CONTROL
 NA2207  ___________________________________________________________________
 NA2207* NAD 83(1996)-  42 11 08.80766(N)    075 37 28.74292(W)     ADJUSTED  
 NA2207* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 NA2207  ___________________________________________________________________
 NA2207  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 NA2207  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 NA2207
 NA2207  HORZ ORDER  -  SECOND
 NA2207
 NA2207.The horizontal coordinates were established by classical geodetic methods
 NA2207.and adjusted by the National Geodetic Survey in January 1999..
 NA2207
 NA2207.The orthometric height was scaled from a topographic map.
 NA2207
 NA2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2207
 NA2207.The geoid height was determined by GEOID03.
 NA2207
 NA2207;                    North         East     Units Scale Factor Converg.
 NA2207;SPC NY E     -   372,845.811    57,102.038   MT  1.00000615   -0 45 19.1
 NA2207;SPC NY E     - 1,223,244.96    187,342.27   sFT  1.00000615   -0 45 19.1
 NA2207;UTM  18      - 4,670,592.314   448,418.550   MT  0.99963274   -0 25 10.1
 NA2207
 NA2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2207!SPC NY E     -   0.99995401  x   1.00000615  =   0.99996016
 NA2207!UTM  18      -   0.99995401  x   0.99963274  =   0.99958677
 NA2207
 NA2207:                Primary Azimuth Mark                     Grid Az
 NA2207:SPC NY E     -  C 41 LKB 1970                            059 17 34.4
 NA2207:UTM  18      -  C 41 LKB 1970                            058 57 25.4
 NA2207
 NA2207|---------------------------------------------------------------------|
 NA2207| PID    Reference Object                     Distance      Geod. Az  |
 NA2207|                                                           dddmmss.s |
 NA2207| NA2201 C 41 LKB 1970                       APPROX. 7.1 KM 0583215.3 |
 NA2207|---------------------------------------------------------------------|
 NA2207
 NA2207                          SUPERSEDED SURVEY CONTROL
 NA2207
 NA2207  NAD 83(1986)-  42 11 08.81353(N)    075 37 28.74590(W) AD(       ) 2
 NA2207  NAD 27      -  42 11 08.52672(N)    075 37 30.07543(W) AD(       ) 2
 NA2207
 NA2207.Superseded values are not recommended for survey control.
 NA2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2207.See file dsdata.txt to determine how the superseded data were derived.
 NA2207
 NA2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4841970592(NAD 83)
 NA2207_MARKER: Z = SEE DESCRIPTION
 NA2207_SETTING: 0 = UNSPECIFIED SETTING
 NA2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2207
 NA2207  HISTORY     - Date     Condition        Report By
 NA2207  HISTORY     - 1968     MONUMENTED       NYDT
 NA2207
 NA2207                          STATION DESCRIPTION
 NA2207
 NA2207'DESCRIBED BY NY DEPT OF TRANSP 1968 (DCW)
 NA2207'THE STATION IS THE CENTER OF A CAP SET ON AN IRON PIN, 0.1 FT
 NA2207'ABOVE GROUND AND STAMPED LKB
 NA2207'
 NA2207'IT IS 150.45 FT SW OF A 22 IN BLACK CHERRY TREE, 82.91 FT
 NA2207'SW OF A 22 IN BLACK CHERRY TREE, 30.11 FT S OF A 10 IN
 NA2207'BLACK CHERRY TREE, 25.5 FT S OF A CORNER, AND 2.66 FT SE
 NA2207'OF A WITNESS POST.
 NA2207'
 NA2207'TO REACH THE STATION FROM THE HARPURSVILLE JR-SR. HIGH SCHOOL
 NA2207'IN HARPURSVILLE, BROOME COUNTY, NEW YORK.  PROCEED NORTH ON SCHOOL
 NA2207'HOUSE ROAD (0.50 MI.) TO INTERSECTION OF N.Y. ROUTE 7.  THEN
 NA2207'PROCEED SW ALONG N.Y. ROUTE 7 (0.45 MI) TO FARM TRACTOR DRIVE ON
 NA2207'THE LEFT.  FROM THERE PROCEED ALONG DRIVE (0.10 MI) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2111 ***********************************************************************
 KU2111  DESIGNATION -  C 40 RESET 1978
 KU2111  PID         -  KU2111
 KU2111  STATE/COUNTY-  NY/SUFFOLK
 KU2111  USGS QUAD   -  AMITYVILLE (1979)
 KU2111
 KU2111                         *CURRENT SURVEY CONTROL
 KU2111  ___________________________________________________________________
 KU2111* NAD 83(1986)-  40 43 46.     (N)    073 26 43.     (W)     SCALED    
 KU2111* NAVD 88     -       131.01   (+/-2cm)     429.8    (feet)  VERTCON   
 KU2111  ___________________________________________________________________
 KU2111  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU2111
 KU2111  VERT ORDER  -  THIRD (See Below)
 KU2111
 KU2111.The horizontal coordinates were scaled from a topographic map and have
 KU2111.an estimated accuracy of +/- 6 seconds.
 KU2111
 KU2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2111.The vertical order pertains to the NGVD 29 superseded value.
 KU2111
 KU2111.The geoid height was determined by GEOID03.
 KU2111
 KU2111;                    North         East    Units  Estimated Accuracy
 KU2111;SPC NY L     -    62,640.      346,860.      MT  (+/- 180 meters Scaled)
 KU2111
 KU2111                          SUPERSEDED SURVEY CONTROL
 KU2111
 KU2111  NGVD 29 (09/01/04)  131.37   (m)          431.0    (f) RESET       3  
 KU2111
 KU2111.Superseded values are not recommended for survey control.
 KU2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2111.See file dsdata.txt to determine how the superseded data were derived.
 KU2111
 KU2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL312098(NAD 83)
 KU2111_MARKER: DB = BENCH MARK DISK
 KU2111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU2111_SP_SET: HEADWALL
 KU2111_STAMPING: C 40 RESET 1978
 KU2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2111+STABILITY: SURFACE MOTION
 KU2111
 KU2111  HISTORY     - Date     Condition        Report By
 KU2111  HISTORY     - 1978     MONUMENTED       NGS
 KU2111  HISTORY     - 1990     GOOD             USPSQD
 KU2111  HISTORY     - 20030430 GOOD             USPSQD
 KU2111  HISTORY     - 20041003 GOOD             USPSQD
 KU2111
 KU2111                          STATION DESCRIPTION
 KU2111
 KU2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KU2111'IN FARMINGDALE.
 KU2111'ON THE SOUTH SIDE OF THE METHODIST CHURCH IN FARMINGDALE, WHICH IS A
 KU2111'HALF BLOCK SOUTH OF THE POST OFFICE IN A CONCRETE HEADWALL, 106
 KU2111'FEET EAST OF THE CENTER OF MAIN STREET, 49 FEET NORTH OF THE
 KU2111'CENTER OF GRANT AVENUE, 28 FEET WEST OF THE CENTER OF THE SIDEWALK
 KU2111'LEADING TO THE CHURCH OFFICE, AND 27 FEET EAST OF THE CENTER OF A
 KU2111'ROCK WALK LEADING TO CHURCH.
 KU2111'THE MARK IS ABOVE LEVEL WITH GROUND.
 KU2111
 KU2111                          STATION RECOVERY (1990)
 KU2111
 KU2111'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KU2111'RECOVERED IN GOOD CONDITION.
 KU2111
 KU2111                          STATION RECOVERY (2003)
 KU2111
 KU2111'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2111'RECOVERED IN GOOD CONDITION.
 KU2111
 KU2111                          STATION RECOVERY (2004)
 KU2111
 KU2111'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1490 ***********************************************************************
 LX1490  DESIGNATION -  C 400
 LX1490  PID         -  LX1490
 LX1490  STATE/COUNTY-  NY/DUTCHESS
 LX1490  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1490
 LX1490                         *CURRENT SURVEY CONTROL
 LX1490  ___________________________________________________________________
 LX1490* NAD 83(1986)-  41 41 07.     (N)    073 55 48.     (W)     SCALED    
 LX1490* NAVD 88     -        32.694  (meters)     107.26   (feet)  ADJUSTED  
 LX1490  ___________________________________________________________________
 LX1490  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1490  DYNAMIC HT  -          32.682 (meters)     107.22  (feet)  COMP
 LX1490  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 LX1490
 LX1490  VERT ORDER  -  FIRST     CLASS I
 LX1490
 LX1490.The horizontal coordinates were scaled from a topographic map and have
 LX1490.an estimated accuracy of +/- 6 seconds.
 LX1490
 LX1490.The orthometric height was determined by differential leveling
 LX1490.and adjusted by the National Geodetic Survey in June 1991..
 LX1490
 LX1490.The geoid height was determined by GEOID03.
 LX1490
 LX1490.The dynamic height is computed by dividing the NAVD 88
 LX1490.geopotential number by the normal gravity value computed on the
 LX1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1490.degrees latitude (g = 980.6199 gals.).
 LX1490
 LX1490.The modeled gravity was interpolated from observed gravity values.
 LX1490
 LX1490;                    North         East    Units  Estimated Accuracy
 LX1490;SPC NY E     -   316,800.      197,450.      MT  (+/- 180 meters Scaled)
 LX1490
 LX1490                          SUPERSEDED SURVEY CONTROL
 LX1490
 LX1490  NGVD 29 (??/??/??)   32.957  (m)          108.13   (f) ADJUSTED    1 1
 LX1490
 LX1490.Superseded values are not recommended for survey control.
 LX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1490.See file dsdata.txt to determine how the superseded data were derived.
 LX1490
 LX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM890153(NAD 83)
 LX1490_MARKER: DB = BENCH MARK DISK
 LX1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1490_SP_SET: CULVERT
 LX1490_STAMPING: C 400 1974
 LX1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1490
 LX1490  HISTORY     - Date     Condition        Report By
 LX1490  HISTORY     - 1974     MONUMENTED       NGS
 LX1490  HISTORY     - 1978     GOOD             NGS
 LX1490  HISTORY     - 19910522 MARK NOT FOUND   USPSQD
 LX1490
 LX1490                          STATION DESCRIPTION
 LX1490
 LX1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1490'1.7 MI S FROM POUGHKEEPSIE.
 LX1490'1.7 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1490'OVERPASS AT POUGHKEEPSIE, IN THE TOP OF THE NORTH END OF THE EAST
 LX1490'CONCRETE HEADWALL OF A 48-INCH PIPE CULVERT, 21.2 FEET EAST OF
 LX1490'THE EAST CURB OF THE HIGHWAY, 20 FEET WEST OF A MESH-WIRE FENCE,
 LX1490'112.5 FEET SOUTH OF A STREET LIGHT, AND ABOUT 2 FEET LOWER THAN
 LX1490'THE HIGHWAY.
 LX1490
 LX1490                          STATION RECOVERY (1978)
 LX1490
 LX1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1490'RECOVERED IN GOOD CONDITION.
 LX1490
 LX1490                          STATION RECOVERY (1991)
 LX1490
 LX1490'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1318 ***********************************************************************
 LX1318  DESIGNATION -  C 401
 LX1318  PID         -  LX1318
 LX1318  STATE/COUNTY-  NY/PUTNAM
 LX1318  USGS QUAD   -  PEEKSKILL (1981)
 LX1318
 LX1318                         *CURRENT SURVEY CONTROL
 LX1318  ___________________________________________________________________
 LX1318* NAD 83(1986)-  41 21 10.     (N)    073 55 24.     (W)     SCALED    
 LX1318* NAVD 88     -       126.966  (meters)     416.55   (feet)  ADJUSTED  
 LX1318  ___________________________________________________________________
 LX1318  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LX1318  DYNAMIC HT  -         126.917 (meters)     416.39  (feet)  COMP
 LX1318  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 LX1318
 LX1318  VERT ORDER  -  FIRST     CLASS I
 LX1318
 LX1318.The horizontal coordinates were scaled from a topographic map and have
 LX1318.an estimated accuracy of +/- 6 seconds.
 LX1318
 LX1318.The orthometric height was determined by differential leveling
 LX1318.and adjusted by the National Geodetic Survey in June 1991..
 LX1318
 LX1318.The geoid height was determined by GEOID03.
 LX1318
 LX1318.The dynamic height is computed by dividing the NAVD 88
 LX1318.geopotential number by the normal gravity value computed on the
 LX1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1318.degrees latitude (g = 980.6199 gals.).
 LX1318
 LX1318.The modeled gravity was interpolated from observed gravity values.
 LX1318
 LX1318;                    North         East    Units  Estimated Accuracy
 LX1318;SPC NY E     -   279,880.      198,250.      MT  (+/- 180 meters Scaled)
 LX1318
 LX1318                          SUPERSEDED SURVEY CONTROL
 LX1318
 LX1318  NGVD 29 (??/??/??)  127.261  (m)          417.52   (f) ADJUSTED    1 1
 LX1318
 LX1318.Superseded values are not recommended for survey control.
 LX1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1318.See file dsdata.txt to determine how the superseded data were derived.
 LX1318
 LX1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL900784(NAD 83)
 LX1318_MARKER: DB = BENCH MARK DISK
 LX1318_SETTING: 80 = SET IN A BOULDER
 LX1318_SP_SET: BOULDER
 LX1318_STAMPING: C 401 1974
 LX1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1318+STABILITY: SURFACE MOTION
 LX1318
 LX1318  HISTORY     - Date     Condition        Report By
 LX1318  HISTORY     - 1974     MONUMENTED       NGS
 LX1318  HISTORY     - 1978     GOOD             NGS
 LX1318
 LX1318                          STATION DESCRIPTION
 LX1318
 LX1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1318'4.8 MI N FROM PEEKSKILL.
 LX1318'4.75 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1318'OVERPASS AT PEEKSKILL, 0.3 MILE NORTHEAST OF THE Y JUNCTION OF
 LX1318'STATE HIGHWAY 403 NORTHWEST, ABOUT 50 YARDS NORTHWEST OF THE
 LX1318'CENTER OF THE JUNCTION OF AN ASPHALT ROAD NORTHWEST TO STATE
 LX1318'HIGHWAY 403, IN THE TOP OF THE CENTER OF A SMALL BOULDER WHICH
 LX1318'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 143.4 FEET NORTHWEST
 LX1318'OF THE CENTER LINE OF THE HIGHWAY, 43.2 FEET NORTHEAST OF THE
 LX1318'CENTER LINE OF THE ROAD, 15 1/2 FEET NORTHWEST OF THE CENTER
 LX1318'LINE OF A GRAVEL ROAD NORTHEAST, 2.6 FEET NORTHWEST OF A WITNESS
 LX1318'POST, ABOUT 12 FEET LOWER THAN THE HIGHWAY, 1/2 FOOT LOWER THAN
 LX1318'THE ASPHALT ROAD, AND LEVEL WITH THE GRAVEL ROAD.
 LX1318
 LX1318                          STATION RECOVERY (1978)
 LX1318
 LX1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1350 ***********************************************************************
 LX1350  DESIGNATION -  C 402
 LX1350  PID         -  LX1350
 LX1350  STATE/COUNTY-  NY/WESTCHESTER
 LX1350  USGS QUAD   -  WHITE PLAINS (1967)
 LX1350
 LX1350                         *CURRENT SURVEY CONTROL
 LX1350  ___________________________________________________________________
 LX1350* NAD 83(1986)-  41 04 40.     (N)    073 51 28.     (W)     SCALED    
 LX1350* NAVD 88     -        36.650  (meters)     120.24   (feet)  ADJUSTED  
 LX1350  ___________________________________________________________________
 LX1350  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LX1350  DYNAMIC HT  -          36.637 (meters)     120.20  (feet)  COMP
 LX1350  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LX1350
 LX1350  VERT ORDER  -  FIRST     CLASS I
 LX1350
 LX1350.The horizontal coordinates were scaled from a topographic map and have
 LX1350.an estimated accuracy of +/- 6 seconds.
 LX1350
 LX1350.The orthometric height was determined by differential leveling
 LX1350.and adjusted by the National Geodetic Survey in June 1991..
 LX1350
 LX1350.The geoid height was determined by GEOID03.
 LX1350
 LX1350.The dynamic height is computed by dividing the NAVD 88
 LX1350.geopotential number by the normal gravity value computed on the
 LX1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1350.degrees latitude (g = 980.6199 gals.).
 LX1350
 LX1350.The modeled gravity was interpolated from observed gravity values.
 LX1350
 LX1350;                    North         East    Units  Estimated Accuracy
 LX1350;SPC NY E     -   249,380.      203,970.      MT  (+/- 180 meters Scaled)
 LX1350
 LX1350                          SUPERSEDED SURVEY CONTROL
 LX1350
 LX1350.No superseded survey control is available for this station.
 LX1350
 LX1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL959480(NAD 83)
 LX1350_MARKER: DB = BENCH MARK DISK
 LX1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1350_SP_SET: BUILDING
 LX1350_STAMPING: C 402 1974
 LX1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1350+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 LX1350
 LX1350  HISTORY     - Date     Condition        Report By
 LX1350  HISTORY     - 1974     MONUMENTED       NGS
 LX1350  HISTORY     - 1978     GOOD             NGS
 LX1350  HISTORY     - 1988     GOOD             USPSQD
 LX1350  HISTORY     - 1989     GOOD             USPSQD
 LX1350  HISTORY     - 20040301 GOOD             PORANY
 LX1350
 LX1350                          STATION DESCRIPTION
 LX1350
 LX1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1350'AT TARRYTOWN.
 LX1350'AT TARRYTOWN, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST
 LX1350'CORNER OF THE POST OFFICE, 31.5 FEET EAST OF THE EAST CURB OF
 LX1350'U.S. HIGHWAY 9, 1.4 FEET EAST OF THE NORTHWEST CORNER OF THE
 LX1350'BUILDING AND ABOUT 3.7 FEET ABOVE THE SURFACE OF THE GROUND.
 LX1350
 LX1350                          STATION RECOVERY (1978)
 LX1350
 LX1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1350'RECOVERED IN GOOD CONDITION.
 LX1350
 LX1350                          STATION RECOVERY (1988)
 LX1350
 LX1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1350'RECOVERED IN GOOD CONDITION.
 LX1350
 LX1350                          STATION RECOVERY (1989)
 LX1350
 LX1350'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1350'RECOVERED IN GOOD CONDITION.
 LX1350
 LX1350                          STATION RECOVERY (2004)
 LX1350
 LX1350'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2004 (SSZ)
 LX1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0598 ***********************************************************************
 KV0598  DESIGNATION -  C 403
 KV0598  PID         -  KV0598
 KV0598  STATE/COUNTY-  NY/NEW YORK
 KV0598  USGS QUAD   -  JERSEY CITY (1981)
 KV0598
 KV0598                         *CURRENT SURVEY CONTROL
 KV0598  ___________________________________________________________________
 KV0598* NAD 83(1986)-  40 43 46.     (N)    074 00 25.     (W)     SCALED    
 KV0598* NAVD 88     -         6.034  (meters)      19.80   (feet)  ADJUSTED  
 KV0598  ___________________________________________________________________
 KV0598  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV0598  DYNAMIC HT  -           6.032 (meters)      19.79  (feet)  COMP
 KV0598  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 KV0598
 KV0598  VERT ORDER  -  FIRST     CLASS I
 KV0598
 KV0598.The horizontal coordinates were scaled from a topographic map and have
 KV0598.an estimated accuracy of +/- 6 seconds.
 KV0598
 KV0598.The orthometric height was determined by differential leveling
 KV0598.and adjusted by the National Geodetic Survey in June 1991..
 KV0598
 KV0598.The geoid height was determined by GEOID03.
 KV0598
 KV0598.The dynamic height is computed by dividing the NAVD 88
 KV0598.geopotential number by the normal gravity value computed on the
 KV0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0598.degrees latitude (g = 980.6199 gals.).
 KV0598
 KV0598.The modeled gravity was interpolated from observed gravity values.
 KV0598
 KV0598;                    North         East    Units  Estimated Accuracy
 KV0598;SPC NY E     -   210,620.      191,650.      MT  (+/- 180 meters Scaled)
 KV0598
 KV0598                          SUPERSEDED SURVEY CONTROL
 KV0598
 KV0598  NGVD 29 (??/??/92)    6.37   (m)           20.9    (f) COMPUTED    1 1
 KV0598
 KV0598.Superseded values are not recommended for survey control.
 KV0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0598.See file dsdata.txt to determine how the superseded data were derived.
 KV0598
 KV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL838091(NAD 83)
 KV0598_MARKER: DB = BENCH MARK DISK
 KV0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0598_SP_SET: CONC WALL
 KV0598_STAMPING: C 403 1974
 KV0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0598
 KV0598  HISTORY     - Date     Condition        Report By
 KV0598  HISTORY     - 1974     MONUMENTED       NGS
 KV0598  HISTORY     - 20050730 GOOD             INDIV
 KV0598
 KV0598                          STATION DESCRIPTION
 KV0598
 KV0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0598'AT NEW YORK.
 KV0598'AT NEW YORK, IN THE BOROUGH OF MANHATTEN, AT THE INTERSECTION OF
 KV0598'HUDSON AND CLARKSON STREETS, SET VERTICALLY IN THE SOUTH FACE
 KV0598'OF CONCRETE WALL AT THE SOUTH EDGE OF THE PLAY AREA, 30.3 FEET
 KV0598'EAST OF THE EAST CURB OF HUDSON STREET, 14.1 FEET NORTH OF THE
 KV0598'NORTH CURB OF CLARKSON STREET AND 3.3 FEET ABOVE THE SIDEWALK.
 KV0598
 KV0598                          STATION RECOVERY (2005)
 KV0598
 KV0598'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 KV0598'RECOVERED IN GOOD CONDITION. CONCRETE WALL AND DISK HAVE BEEN PAINTED
 KV0598'OVER BUT DESIGNATION IS STILL LEGIBLE. AUTONOMOUS (NON-CORRECTED)
 KV0598'HANDHELD GPS COORDINATES FOR THE STATION ARE 40 43 46.43(N) 074 00
 KV0598'23.96(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0912 ***********************************************************************
 OE0912  DESIGNATION -  C 404
 OE0912  PID         -  OE0912
 OE0912  STATE/COUNTY-  NY/ONEIDA
 OE0912  USGS QUAD   -  ORISKANY (1955)
 OE0912
 OE0912                         *CURRENT SURVEY CONTROL
 OE0912  ___________________________________________________________________
 OE0912* NAD 83(1986)-  43 10 46.     (N)    075 18 12.     (W)     SCALED    
 OE0912* NAVD 88     -       175.140  (meters)     574.61   (feet)  ADJUSTED  
 OE0912  ___________________________________________________________________
 OE0912  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 OE0912  DYNAMIC HT  -         175.095 (meters)     574.46  (feet)  COMP
 OE0912  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OE0912
 OE0912  VERT ORDER  -  FIRST     CLASS I
 OE0912
 OE0912.The horizontal coordinates were scaled from a topographic map and have
 OE0912.an estimated accuracy of +/- 6 seconds.
 OE0912
 OE0912.The orthometric height was determined by differential leveling
 OE0912.and adjusted by the National Geodetic Survey in June 1991..
 OE0912
 OE0912.The geoid height was determined by GEOID03.
 OE0912
 OE0912.The dynamic height is computed by dividing the NAVD 88
 OE0912.geopotential number by the normal gravity value computed on the
 OE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0912.degrees latitude (g = 980.6199 gals.).
 OE0912
 OE0912.The modeled gravity was interpolated from observed gravity values.
 OE0912
 OE0912;                    North         East    Units  Estimated Accuracy
 OE0912;SPC NY C     -   353,900.      354,060.      MT  (+/- 180 meters Scaled)
 OE0912
 OE0912                          SUPERSEDED SURVEY CONTROL
 OE0912
 OE0912.No superseded survey control is available for this station.
 OE0912
 OE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN753807(NAD 83)
 OE0912_MARKER: DB = BENCH MARK DISK
 OE0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0912_SP_SET: BRIDGE ABUTMENT
 OE0912_STAMPING: C 404 1975
 OE0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0912
 OE0912  HISTORY     - Date     Condition        Report By
 OE0912  HISTORY     - 1975     MONUMENTED       NGS
 OE0912  HISTORY     - 19910518 GOOD             USPSQD
 OE0912
 OE0912                          STATION DESCRIPTION
 OE0912
 OE0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0912'0.95 MI N FROM MARCY.
 OE0912'ABOUT 0.95 MILES NORTH ALONG STATE HIGHWAY 291, SET IN THE TOP OF A
 OE0912'FOOTHOLD OF THE NORTHEAST WING WALL OF THE NORTHWEST ABUTMENT OF THE
 OE0912'RAILROAD BRIDGE OVER CHAMIMADE ROAD, 44 FEET WEST FROM THE CENTERLINE
 OE0912'OF THE JUNCTION OF CHAMIMADE ROAD AND STATE HIGHWAY 291, 39.8 FEET
 OE0912'SOUTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 291, 40.3 FEET
 OE0912'NORTHEAST OF THE NORTHEAST RAIL, 19.5 FEET NORTHWEST FROM THE
 OE0912'CENTERLINE OF CHAMIMADE ROAD, 4.9 FEET SOUTH FROM BRANCH POLE NO. 94,
 OE0912'SET 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND 10 FEET BELOW THE LEVEL
 OE0912'OF THE TRACK.
 OE0912
 OE0912                          STATION RECOVERY (1991)
 OE0912
 OE0912'RECOVERY NOTE BY US POWER SQUADRON 1991 (RZ)
 OE0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0894 ***********************************************************************
 OE0894  DESIGNATION -  C 405
 OE0894  PID         -  OE0894
 OE0894  STATE/COUNTY-  NY/ONEIDA
 OE0894  USGS QUAD   -  FORESTPORT (1945)
 OE0894
 OE0894                         *CURRENT SURVEY CONTROL
 OE0894  ___________________________________________________________________
 OE0894* NAD 83(1986)-  43 23 45.     (N)    075 12 47.     (W)     SCALED    
 OE0894* NAVD 88     -       403.649  (meters)    1324.31   (feet)  ADJUSTED  
 OE0894  ___________________________________________________________________
 OE0894  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 OE0894  DYNAMIC HT  -         403.545 (meters)    1323.96  (feet)  COMP
 OE0894  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 OE0894
 OE0894  VERT ORDER  -  FIRST     CLASS I
 OE0894
 OE0894.The horizontal coordinates were scaled from a topographic map and have
 OE0894.an estimated accuracy of +/- 6 seconds.
 OE0894
 OE0894.The orthometric height was determined by differential leveling
 OE0894.and adjusted by the National Geodetic Survey in June 1991..
 OE0894
 OE0894.The geoid height was determined by GEOID03.
 OE0894
 OE0894.The dynamic height is computed by dividing the NAVD 88
 OE0894.geopotential number by the normal gravity value computed on the
 OE0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0894.degrees latitude (g = 980.6199 gals.).
 OE0894
 OE0894.The modeled gravity was interpolated from observed gravity values.
 OE0894
 OE0894;                    North         East    Units  Estimated Accuracy
 OE0894;SPC NY C     -   378,060.      361,010.      MT  (+/- 180 meters Scaled)
 OE0894
 OE0894                          SUPERSEDED SURVEY CONTROL
 OE0894
 OE0894.No superseded survey control is available for this station.
 OE0894
 OE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP827047(NAD 83)
 OE0894_MARKER: DB = BENCH MARK DISK
 OE0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0894_STAMPING: C 405 1975
 OE0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0894+STABILITY: SURFACE MOTION
 OE0894
 OE0894  HISTORY     - Date     Condition        Report By
 OE0894  HISTORY     - 1975     MONUMENTED       NGS
 OE0894  HISTORY     - 20020601 GOOD             USPSQD
 OE0894
 OE0894                          STATION DESCRIPTION
 OE0894
 OE0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0894'5.25 MI N FROM REMSEN.
 OE0894'ABOUT 1.0 MILES NORTHWEST ALONG MAIN STREET FROM THE REMSEN CENTRAL
 OE0894'SCHOOL AT REMSEN, THENCE 4.25 MILES NORTH ALONG STATE HIGHWAY 12, 86.5
 OE0894'FEET WEST FROM THE CENTERLINE OF THE JUNCTION OF STATE HIGHWAY 12 AND
 OE0894'JOSLYN ROAD, 57.3 FEET WEST FROM THE CENTERLINE OF THE HIGHWAY, 1.5
 OE0894'FEET EAST OF A METAL WITNESS POST, SET ABOUT 2 INCHES BELOW THE LEVEL
 OE0894'OF THE GROUND, AND ON THE TOP OF A 4 FOOT COPPER COATED ROD THAT IS
 OE0894'ATTACHED TO A METAL BASE PLATE.  THE UPPER PORTION OF THE ROD IS
 OE0894'ENCASED IN A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 OE0894
 OE0894                          STATION RECOVERY (2002)
 OE0894
 OE0894'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0894'MARK IS NOW A FEW INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0549 ***********************************************************************
 OE0549  DESIGNATION -  C 406
 OE0549  PID         -  OE0549
 OE0549  STATE/COUNTY-  NY/HERKIMER
 OE0549  USGS QUAD   -  
 OE0549
 OE0549                         *CURRENT SURVEY CONTROL
 OE0549  ___________________________________________________________________
 OE0549* NAD 83(1986)-  43 40 40.     (N)    075 03 02.     (W)     SCALED    
 OE0549* NAVD 88     -       530.695  (meters)    1741.12   (feet)  ADJUSTED  
 OE0549  ___________________________________________________________________
 OE0549  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 OE0549  DYNAMIC HT  -         530.564 (meters)    1740.69  (feet)  COMP
 OE0549  MODELED GRAV-     980,355.1   (mgal)                       NAVD 88
 OE0549
 OE0549  VERT ORDER  -  FIRST     CLASS I
 OE0549
 OE0549.The horizontal coordinates were scaled from a topographic map and have
 OE0549.an estimated accuracy of +/- 6 seconds.
 OE0549
 OE0549.The orthometric height was determined by differential leveling
 OE0549.and adjusted by the National Geodetic Survey in June 1991..
 OE0549
 OE0549.The geoid height was determined by GEOID03.
 OE0549
 OE0549.The dynamic height is computed by dividing the NAVD 88
 OE0549.geopotential number by the normal gravity value computed on the
 OE0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0549.degrees latitude (g = 980.6199 gals.).
 OE0549
 OE0549.The modeled gravity was interpolated from observed gravity values.
 OE0549
 OE0549;                    North         East    Units  Estimated Accuracy
 OE0549;SPC NY E     -   538,110.      105,610.      MT  (+/- 180 meters Scaled)
 OE0549
 OE0549                          SUPERSEDED SURVEY CONTROL
 OE0549
 OE0549.No superseded survey control is available for this station.
 OE0549
 OE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP959360(NAD 83)
 OE0549_MARKER: DB = BENCH MARK DISK
 OE0549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OE0549_SP_SET: 12 FEET
 OE0549_STAMPING: C 406 1975
 OE0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0549
 OE0549  HISTORY     - Date     Condition        Report By
 OE0549  HISTORY     - 1975     MONUMENTED       NGS
 OE0549
 OE0549                          STATION DESCRIPTION
 OE0549
 OE0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0549'5.05 MI S FROM OLD FORGE.
 OE0549'5.05 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE FULTON CHAIN OF LAKES
 OE0549'DAM AT OLD FORGE, 51.9 FEET SOUTHEAST OF CENTER LINE OF THE HIGHWAY,
 OE0549'70.2 FEET WEST OF POWER POLE NO. 895, 85 FEET NORTHEAST OF THE
 OE0549'NORTHEAST EDGE OF A DRIVE FOR A REST STOP, 1.9 FEET WEST OF A METAL
 OE0549'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND ON THE
 OE0549'TOP OF A COPPER COATED STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 12
 OE0549'FEET, THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND AND ENCASED IN
 OE0549'A METAL PIPE SURROUNDED BY CONCRETE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0457 ***********************************************************************
 OE0457  DESIGNATION -  C 407
 OE0457  PID         -  OE0457
 OE0457  STATE/COUNTY-  NY/HERKIMER
 OE0457  USGS QUAD   -  
 OE0457
 OE0457                         *CURRENT SURVEY CONTROL
 OE0457  ___________________________________________________________________
 OE0457* NAD 83(1986)-  43 53 17.     (N)    074 55 18.     (W)     SCALED    
 OE0457* NAVD 88     -       544.171  (meters)    1785.33   (feet)  ADJUSTED  
 OE0457  ___________________________________________________________________
 OE0457  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OE0457  DYNAMIC HT  -         544.042 (meters)    1784.91  (feet)  COMP
 OE0457  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 OE0457
 OE0457  VERT ORDER  -  FIRST     CLASS I
 OE0457
 OE0457.The horizontal coordinates were scaled from a topographic map and have
 OE0457.an estimated accuracy of +/- 6 seconds.
 OE0457
 OE0457.The orthometric height was determined by differential leveling
 OE0457.and adjusted by the National Geodetic Survey in June 1991..
 OE0457
 OE0457.The geoid height was determined by GEOID03.
 OE0457
 OE0457.The dynamic height is computed by dividing the NAVD 88
 OE0457.geopotential number by the normal gravity value computed on the
 OE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0457.degrees latitude (g = 980.6199 gals.).
 OE0457
 OE0457.The modeled gravity was interpolated from observed gravity values.
 OE0457
 OE0457;                    North         East    Units  Estimated Accuracy
 OE0457;SPC NY E     -   561,410.      116,120.      MT  (+/- 180 meters Scaled)
 OE0457
 OE0457                          SUPERSEDED SURVEY CONTROL
 OE0457
 OE0457.No superseded survey control is available for this station.
 OE0457
 OE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP062594(NAD 83)
 OE0457_MARKER: DB = BENCH MARK DISK
 OE0457_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0457_SP_SET: UNSPECIFIED ROCK
 OE0457_STAMPING: C 407 1975
 OE0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0457
 OE0457  HISTORY     - Date     Condition        Report By
 OE0457  HISTORY     - 1975     MONUMENTED       NGS
 OE0457
 OE0457                          STATION DESCRIPTION
 OE0457
 OE0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0457'7.4 MI N FROM BIG MOOSE.
 OE0457'ABOUT 7.4 MILES NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE STATION
 OE0457'AT BIG MOOSE, 0.4 MILES NORTH OF MILE POST 76, 14.3 FEET WEST OF THE
 OE0457'WEST RAIL, SET IN THE TOP OF A ROCK WITH ABOUT A 5 FEET BY 7 FEET
 OE0457'SURFACE SHOWING, SET ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0358 ***********************************************************************
 PH0358  DESIGNATION -  C 408
 PH0358  PID         -  PH0358
 PH0358  STATE/COUNTY-  NY/FRANKLIN
 PH0358  USGS QUAD   -  MOUNT MATUMBLA (1968)
 PH0358
 PH0358                         *CURRENT SURVEY CONTROL
 PH0358  ___________________________________________________________________
 PH0358* NAD 83(1986)-  44 18 17.     (N)    074 30 59.     (W)     SCALED    
 PH0358* NAVD 88     -       467.802  (meters)    1534.78   (feet)  ADJUSTED  
 PH0358  ___________________________________________________________________
 PH0358  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 PH0358  DYNAMIC HT  -         467.718 (meters)    1534.50  (feet)  COMP
 PH0358  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 PH0358
 PH0358  VERT ORDER  -  FIRST     CLASS I
 PH0358
 PH0358.The horizontal coordinates were scaled from a topographic map and have
 PH0358.an estimated accuracy of +/- 6 seconds.
 PH0358
 PH0358.The orthometric height was determined by differential leveling
 PH0358.and adjusted by the National Geodetic Survey in June 1991..
 PH0358
 PH0358.The geoid height was determined by GEOID03.
 PH0358
 PH0358.The dynamic height is computed by dividing the NAVD 88
 PH0358.geopotential number by the normal gravity value computed on the
 PH0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0358.degrees latitude (g = 980.6199 gals.).
 PH0358
 PH0358.The modeled gravity was interpolated from observed gravity values.
 PH0358
 PH0358;                    North         East    Units  Estimated Accuracy
 PH0358;SPC NY E     -   607,620.      148,690.      MT  (+/- 180 meters Scaled)
 PH0358
 PH0358                          SUPERSEDED SURVEY CONTROL
 PH0358
 PH0358.No superseded survey control is available for this station.
 PH0358
 PH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ385058(NAD 83)
 PH0358_MARKER: DB = BENCH MARK DISK
 PH0358_SETTING: 80 = SET IN A BOULDER
 PH0358_SP_SET: BOULDER
 PH0358_STAMPING: C 408 1975
 PH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0358+STABILITY: SURFACE MOTION
 PH0358
 PH0358  HISTORY     - Date     Condition        Report By
 PH0358  HISTORY     - 1975     MONUMENTED       NGS
 PH0358
 PH0358                          STATION DESCRIPTION
 PH0358
 PH0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0358'5.30 MI N FROM TUPPER LAKE.
 PH0358'0.60 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE NEW
 PH0358'YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILE EAST ALONG 9TH
 PH0358'STREET, THENCE 4.65 MILES NORTH ALONG A DIRT ROAD, SET IN THE TOP OF A
 PH0358'LARGE ROCK BOULDER, 21 FEET NORTHEAST OF APPROXIMATE CENTER OF THE
 PH0358'ROAD, 28 FEET NORTHWEST OF A UNDERGROUND TELEPHONE CABLE MARKER NO.
 PH0358'110, 24.5 FEET NORHTWEST OF THE NORTHEAST END OF PIPE CULVERT, 3.8
 PH0358'FEET SOUTHEAST OF A 6-INCH BLAZED MAPLE TREE, 1.8 FEET NORTHWEST OF A
 PH0358'METAL WITNESS POST WHICH WAS DRILLED IN THE ROCK BOULDER AND ABOUT 3
 PH0358'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0489 ***********************************************************************
 PH0489  CBN         -  This is a Cooperative Base Network Control Station.
 PH0489  DESIGNATION -  C 409
 PH0489  PID         -  PH0489
 PH0489  STATE/COUNTY-  NY/FRANKLIN
 PH0489  USGS QUAD   -  BRUSHTON (1964)
 PH0489
 PH0489                         *CURRENT SURVEY CONTROL
 PH0489  ___________________________________________________________________
 PH0489* NAD 83(1996)-  44 50 24.33084(N)    074 33 30.25494(W)     ADJUSTED  
 PH0489* NAVD 88     -       110.307  (meters)     361.90   (feet)  ADJUSTED  
 PH0489  ___________________________________________________________________
 PH0489  X           -   1,206,191.704 (meters)                     COMP
 PH0489  Y           -  -4,366,666.591 (meters)                     COMP
 PH0489  Z           -   4,474,821.764 (meters)                     COMP
 PH0489  LAPLACE CORR-           7.39  (seconds)                    DEFLEC99
 PH0489  ELLIP HEIGHT-          80.27  (meters)          (09/18/02) GPS OBS
 PH0489  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PH0489  DYNAMIC HT  -         110.302 (meters)     361.88  (feet)  COMP
 PH0489  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 PH0489
 PH0489  HORZ ORDER  -  B
 PH0489  VERT ORDER  -  FIRST     CLASS I
 PH0489  ELLP ORDER  -  FOURTH    CLASS II
 PH0489
 PH0489.The horizontal coordinates were established by GPS observations
 PH0489.and adjusted by the National Geodetic Survey in July 1997..
 PH0489
 PH0489.The orthometric height was determined by differential leveling
 PH0489.and adjusted by the National Geodetic Survey in June 1991..
 PH0489
 PH0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PH0489
 PH0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH0489
 PH0489.The ellipsoidal height was determined by GPS observations
 PH0489.and is referenced to NAD 83.
 PH0489
 PH0489.The geoid height was determined by GEOID03.
 PH0489
 PH0489.The dynamic height is computed by dividing the NAVD 88
 PH0489.geopotential number by the normal gravity value computed on the
 PH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0489.degrees latitude (g = 980.6199 gals.).
 PH0489
 PH0489.The modeled gravity was interpolated from observed gravity values.
 PH0489
 PH0489;                    North         East     Units Scale Factor Converg.
 PH0489;SPC NY E     -   667,107.029   145,382.688   MT  0.99990026   -0 02 28.3
 PH0489;SPC NY E     - 2,188,666.98    476,976.37   sFT  0.99990026   -0 02 28.3
 PH0489;UTM  18      - 4,965,281.726   534,901.184   MT  0.99961498   +0 18 41.0
 PH0489
 PH0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH0489!SPC NY E     -   0.99998741  x   0.99990026  =   0.99988768
 PH0489!UTM  18      -   0.99998741  x   0.99961498  =   0.99960240
 PH0489
 PH0489                          SUPERSEDED SURVEY CONTROL
 PH0489
 PH0489  ELLIP H (07/24/97)   80.29   (m)                       GP(       ) 1 1
 PH0489  NAD 83(1992)-  44 50 24.32950(N)    074 33 30.25440(W) AD(       ) B
 PH0489  ELLIP H (08/07/96)   80.25   (m)                       GP(       ) 1 1
 PH0489  NAD 83(1992)-  44 50 24.32946(N)    074 33 30.25450(W) AD(       ) B
 PH0489  ELLIP H (06/10/96)   80.26   (m)                       GP(       ) 1 1
 PH0489  NAVD 88 (06/10/96)  110.31   (m)          361.9    (f) LEVELING    3  
 PH0489
 PH0489.Superseded values are not recommended for survey control.
 PH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0489.See file dsdata.txt to determine how the superseded data were derived.
 PH0489
 PH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3490165282(NAD 83)
 PH0489_MARKER: DB = BENCH MARK DISK
 PH0489_SETTING: 80 = SET IN A BOULDER
 PH0489_SP_SET: BOULDER
 PH0489_STAMPING: C 409 1975
 PH0489_MARK LOGO: NGS   
 PH0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0489+STABILITY: POSITION/ELEVATION WELL
 PH0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH0489+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2001
 PH0489
 PH0489  HISTORY     - Date     Condition        Report By
 PH0489  HISTORY     - 1975     MONUMENTED       NGS
 PH0489  HISTORY     - 19950418 GOOD             NYDT
 PH0489  HISTORY     - 20010814 GOOD             NYDT
 PH0489
 PH0489                          STATION DESCRIPTION
 PH0489
 PH0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0489'1.55 MI N FROM MOIRA.
 PH0489'1.55 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE METHODIST CHURCH AT
 PH0489'MOIRA, SET IN THE TOP OF A 6 BY 12 FOOT ROCK BOULDER ABOUT 0.05 MILE
 PH0489'NORTH OF A BLACKTOP ROAD LEADING WEST, 46 FEET WEST OF CENTER LINE OF
 PH0489'THE HIGHWAY, 195 FEET NORTH ALONG THE HIGHWAY FROM A 2-STORY HOUSE
 PH0489'WITH METAL ROOF, 132.5 FEET SOUTHWEST OF POWER POLE NO. 59, 128 FEET
 PH0489'SOUTHWEST OF THE WEST END OF A WOOD FENCE, ABOUT 1 FOOT ABOVE THE
 PH0489'GROUND AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PH0489
 PH0489                          STATION RECOVERY (1995)
 PH0489
 PH0489'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (DEH)
 PH0489'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT STATION IS SET IN ROCK
 PH0489'LEDGE AND NOT IN A BOULDER AND THE FOLLOWING ADDITIONAL TIES.  THE
 PH0489'STATION IS 9.8 M (32.2 FT) SOUTHWEST FROM REFERENCE MARKER
 PH0489'95/7201/1015 AND 13.0 M (42.7 FT) NORTHEAST FROM AN 8 INCH TRIPLE
 PH0489'BLACK BIRCH TREE.
 PH0489
 PH0489                          STATION RECOVERY (2001)
 PH0489
 PH0489'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (EAF)
 PH0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0489 ***********************************************************************
 NB0489  DESIGNATION -  C 41
 NB0489  PID         -  NB0489
 NB0489  STATE/COUNTY-  NY/CAYUGA
 NB0489  USGS QUAD   -  UNION SPRINGS (1955)
 NB0489
 NB0489                         *CURRENT SURVEY CONTROL
 NB0489  ___________________________________________________________________
 NB0489* NAD 83(1986)-  42 49 21.     (N)    076 42 05.     (W)     SCALED    
 NB0489* NAVD 88     -       121.027  (meters)     397.07   (feet)  ADJUSTED  
 NB0489  ___________________________________________________________________
 NB0489  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NB0489  DYNAMIC HT  -         120.994 (meters)     396.96  (feet)  COMP
 NB0489  MODELED GRAV-     980,349.4   (mgal)                       NAVD 88
 NB0489
 NB0489  VERT ORDER  -  FIRST     CLASS II
 NB0489
 NB0489.The horizontal coordinates were scaled from a topographic map and have
 NB0489.an estimated accuracy of +/- 6 seconds.
 NB0489
 NB0489.The orthometric height was determined by differential leveling
 NB0489.and adjusted by the National Geodetic Survey in June 1991..
 NB0489
 NB0489.The geoid height was determined by GEOID03.
 NB0489
 NB0489.The dynamic height is computed by dividing the NAVD 88
 NB0489.geopotential number by the normal gravity value computed on the
 NB0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0489.degrees latitude (g = 980.6199 gals.).
 NB0489
 NB0489.The modeled gravity was interpolated from observed gravity values.
 NB0489
 NB0489;                    North         East    Units  Estimated Accuracy
 NB0489;SPC NY C     -   313,460.      240,350.      MT  (+/- 180 meters Scaled)
 NB0489
 NB0489                          SUPERSEDED SURVEY CONTROL
 NB0489
 NB0489  NGVD 29 (??/??/92)  121.196  (m)          397.62   (f) ADJ UNCH    1 2
 NB0489
 NB0489.Superseded values are not recommended for survey control.
 NB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0489.See file dsdata.txt to determine how the superseded data were derived.
 NB0489
 NB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN609425(NAD 83)
 NB0489_MARKER: DB = BENCH MARK DISK
 NB0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0489_SP_SET: CULVERT
 NB0489_STAMPING: C 41 1933
 NB0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0489
 NB0489  HISTORY     - Date     Condition        Report By
 NB0489  HISTORY     - 1933     MONUMENTED       CGS
 NB0489  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0489  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0489  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0489  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 NB0489  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NB0489
 NB0489                          STATION DESCRIPTION
 NB0489
 NB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NB0489'0.3 MI N FROM FARLEYS POINT.
 NB0489'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., 1750 FT. NORTH
 NB0489'OF STATION, 30 FT. NORTH OF MILE POST NO. 338, ON EAST END OF THE
 NB0489'SOUTH ABUTMENT OF A CULVERT ON THE FIRST STEP DOWN FROM THE TOP, 7
 NB0489'FT. EAST OF THE CENTER LINE OF THE TRACK AND 4 FT. BELOW THE BASE
 NB0489'OF THE RAIL.
 NB0489
 NB0489                          STATION RECOVERY (1982)
 NB0489
 NB0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0489'MARK NOT FOUND.
 NB0489
 NB0489                          STATION RECOVERY (1985)
 NB0489
 NB0489'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0489'MARK NOT FOUND.
 NB0489
 NB0489                          STATION RECOVERY (1985)
 NB0489
 NB0489'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0489'MARK NOT FOUND.
 NB0489
 NB0489                          STATION RECOVERY (1994)
 NB0489
 NB0489'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0489'MARK NOT FOUND.
 NB0489
 NB0489                          STATION RECOVERY (2001)
 NB0489
 NB0489'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2201 ***********************************************************************
 NA2201  DESIGNATION -  C 41 LKB 1970
 NA2201  PID         -  NA2201
 NA2201  STATE/COUNTY-  NY/CHENANGO
 NA2201  USGS QUAD   -  AFTON (1957)
 NA2201
 NA2201                         *CURRENT SURVEY CONTROL
 NA2201  ___________________________________________________________________
 NA2201* NAD 83(1996)-  42 13 08.05470(N)    075 33 06.38509(W)     ADJUSTED  
 NA2201* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 NA2201  ___________________________________________________________________
 NA2201  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 NA2201  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 NA2201
 NA2201  HORZ ORDER  -  SECOND
 NA2201
 NA2201.The horizontal coordinates were established by classical geodetic methods
 NA2201.and adjusted by the National Geodetic Survey in January 1999..
 NA2201
 NA2201.The orthometric height was scaled from a topographic map.
 NA2201
 NA2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2201
 NA2201.The geoid height was determined by GEOID03.
 NA2201
 NA2201;                    North         East     Units Scale Factor Converg.
 NA2201;SPC NY C     -   246,922.519   335,167.094   MT  1.00002672   +0 41 35.6
 NA2201;SPC NY C     -   810,111.63  1,099,627.37   sFT  1.00002672   +0 41 35.6
 NA2201;UTM  18      - 4,674,228.710   454,460.302   MT  0.99962552   -0 22 14.8
 NA2201
 NA2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2201!SPC NY C     -   0.99993705  x   1.00002672  =   0.99996377
 NA2201!UTM  18      -   0.99993705  x   0.99962552  =   0.99956259
 NA2201
 NA2201:                Primary Azimuth Mark                     Grid Az
 NA2201:SPC NY C     -  C 40 LKB 1970                            237 53 36.0
 NA2201:UTM  18      -  C 40 LKB 1970                            238 57 26.4
 NA2201
 NA2201|---------------------------------------------------------------------|
 NA2201| PID    Reference Object                     Distance      Geod. Az  |
 NA2201|                                                           dddmmss.s |
 NA2201| NA2207 C 40 LKB 1970                       APPROX. 7.1 KM 2383511.6 |
 NA2201|---------------------------------------------------------------------|
 NA2201
 NA2201                          SUPERSEDED SURVEY CONTROL
 NA2201
 NA2201  NAD 83(1986)-  42 13 08.06062(N)    075 33 06.38795(W) AD(       ) 2
 NA2201  NAD 27      -  42 13 07.77060(N)    075 33 07.72264(W) AD(       ) 2
 NA2201
 NA2201.Superseded values are not recommended for survey control.
 NA2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2201.See file dsdata.txt to determine how the superseded data were derived.
 NA2201
 NA2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5446074229(NAD 83)
 NA2201_MARKER: Z = SEE DESCRIPTION
 NA2201_SETTING: 0 = UNSPECIFIED SETTING
 NA2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2201
 NA2201  HISTORY     - Date     Condition        Report By
 NA2201  HISTORY     - 1968     MONUMENTED       NYDT
 NA2201
 NA2201                          STATION DESCRIPTION
 NA2201
 NA2201'DESCRIBED BY NY DEPT OF TRANSP 1968 (DCW)
 NA2201'THE STATION IS THE CENTER OF A CAP ON AN IRON PIN SET FLUSH WITH
 NA2201'THE GROUND AND STAMPED LKB
 NA2201'
 NA2201'IT IS 151.75 FT NW OF A 5 IN OAK TREE, 109.82 FT N OF A 8
 NA2201'IN WHITE PINE TREE, 47.09 FT S OF A 3 IN CHERRY TREE, 38.60
 NA2201'FT NNE OF A LKB IP, 29.79 FT NW OF A LKB IP, 26.70 FT SW OF A LKB
 NA2201'IP, 6.0 FT N OF A TRACTOR DRIVE, AND 2.82 FT E OF A WITNESS POST.
 NA2201'
 NA2201'TO REACH THE STATION FROM THE POST OFFICE IN NINEVEH, BROOME
 NA2201'COUNTY, NEW YORK PROCEED NORTH EAST ALONG N.Y. ROUTE 7 (3.10 MI) TO
 NA2201'POLE 179.  WALK NORTH ALONG FENCE LINE AND BRUSH LINE APPROXIMATELY
 NA2201'(0.20 MI) TO A TRACTOR DRIVE RUNNING EAST-WEST.  PROCEED EAST ON
 NA2201'TRACTOR DRIVE ABOUT 500 FT TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0326 ***********************************************************************
 OG0326  DESIGNATION -  C 410
 OG0326  PID         -  OG0326
 OG0326  STATE/COUNTY-  NY/NIAGARA
 OG0326  USGS QUAD   -  
 OG0326
 OG0326                         *CURRENT SURVEY CONTROL
 OG0326  ___________________________________________________________________
 OG0326* NAD 83(1986)-  43 10 40.     (N)    079 02 47.     (W)     SCALED    
 OG0326* NAVD 88     -       106.872  (meters)     350.63   (feet)  ADJUSTED  
 OG0326  ___________________________________________________________________
 OG0326  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OG0326  DYNAMIC HT  -         106.847 (meters)     350.55  (feet)  COMP
 OG0326  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 OG0326
 OG0326  VERT ORDER  -  FIRST     CLASS 0
 OG0326
 OG0326.The horizontal coordinates were scaled from a topographic map and have
 OG0326.an estimated accuracy of +/- 6 seconds.
 OG0326
 OG0326.The orthometric height was determined by differential leveling
 OG0326.and adjusted by the National Geodetic Survey in June 1991..
 OG0326
 OG0326.The geoid height was determined by GEOID03.
 OG0326
 OG0326.The dynamic height is computed by dividing the NAVD 88
 OG0326.geopotential number by the normal gravity value computed on the
 OG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0326.degrees latitude (g = 980.6199 gals.).
 OG0326
 OG0326.The modeled gravity was interpolated from observed gravity values.
 OG0326
 OG0326;                    North         East    Units  Estimated Accuracy
 OG0326;SPC NY W     -   353,020.      312,350.      MT  (+/- 180 meters Scaled)
 OG0326
 OG0326                          SUPERSEDED SURVEY CONTROL
 OG0326
 OG0326.No superseded survey control is available for this station.
 OG0326
 OG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH587824(NAD 83)
 OG0326_MARKER: DB = BENCH MARK DISK
 OG0326_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0326+WITH SETTING: INTO GROUND
 OG0326_SP_SET: METAL ROD WITH BASE PLATE
 OG0326_STAMPING: C 410 1977
 OG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0326+STABILITY: SURFACE MOTION
 OG0326
 OG0326  HISTORY     - Date     Condition        Report By
 OG0326  HISTORY     - 1977     MONUMENTED       NGS
 OG0326  HISTORY     - 1983     GOOD             USPSQD
 OG0326
 OG0326                          STATION DESCRIPTION
 OG0326
 OG0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0326'IN LEWISTON.
 OG0326'0.55 MILES NORTH ON STATE HIGHWAY 18F FROM THE INTERSECTION OF
 OG0326'CENTER AND FOURTH STREETS, SET AT THE SOUTHEAST CORNER OF A LARGE
 OG0326'ROCK WALL AROUND A CATHOLIC SEMINARY, 37 FEET WEST OF THE CENTERLINE
 OG0326'OF HIGHWAY, 50 FEET NORTH OF THE CENTER OF MOHAWK STREET,
 OG0326'29 FEET NORTHWEST OF POWER POLE 98 AND 26, 13 FEET NORTHWEST OF
 OG0326'THE CENTER OF A 2 FEET DIAMETER IRON DRAINAGE HOLE, AND 2 FEET
 OG0326'SOUTH OF THE SOUTHEAST CORNER OF STONE WALL.
 OG0326
 OG0326                          STATION RECOVERY (1983)
 OG0326
 OG0326'RECOVERY NOTE BY US POWER SQUADRON 1983
 OG0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0358 ***********************************************************************
 OG0358  DESIGNATION -  C 411
 OG0358  PID         -  OG0358
 OG0358  STATE/COUNTY-  NY/NIAGARA
 OG0358  USGS QUAD   -  
 OG0358
 OG0358                         *CURRENT SURVEY CONTROL
 OG0358  ___________________________________________________________________
 OG0358* NAD 83(1986)-  43 04 29.     (N)    078 59 34.     (W)     SCALED    
 OG0358* NAVD 88     -       173.634  (meters)     569.66   (feet)  ADJUSTED  
 OG0358  ___________________________________________________________________
 OG0358  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OG0358  DYNAMIC HT  -         173.591 (meters)     569.52  (feet)  COMP
 OG0358  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 OG0358
 OG0358  VERT ORDER  -  FIRST     CLASS 0
 OG0358
 OG0358.The horizontal coordinates were scaled from a topographic map and have
 OG0358.an estimated accuracy of +/- 6 seconds.
 OG0358
 OG0358.The orthometric height was determined by differential leveling
 OG0358.and adjusted by the National Geodetic Survey in June 1991..
 OG0358
 OG0358.The geoid height was determined by GEOID03.
 OG0358
 OG0358.The dynamic height is computed by dividing the NAVD 88
 OG0358.geopotential number by the normal gravity value computed on the
 OG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0358.degrees latitude (g = 980.6199 gals.).
 OG0358
 OG0358.The modeled gravity was interpolated from observed gravity values.
 OG0358
 OG0358;                    North         East    Units  Estimated Accuracy
 OG0358;SPC NY W     -   341,550.      316,660.      MT  (+/- 180 meters Scaled)
 OG0358
 OG0358                          SUPERSEDED SURVEY CONTROL
 OG0358
 OG0358  NGVD 29 (??/??/92)  173.805  (m)          570.23   (f) ADJ UNCH    1 0
 OG0358
 OG0358.Superseded values are not recommended for survey control.
 OG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0358.See file dsdata.txt to determine how the superseded data were derived.
 OG0358
 OG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH634710(NAD 83)
 OG0358_MARKER: DV = VERTICAL CONTROL DISK
 OG0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0358_SP_SET: PILLAR
 OG0358_STAMPING: C 411 1977
 OG0358_MARK LOGO: NGS   
 OG0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0358
 OG0358  HISTORY     - Date     Condition        Report By
 OG0358  HISTORY     - 1977     MONUMENTED       NGS
 OG0358  HISTORY     - 1988     GOOD             LOCENG
 OG0358  HISTORY     - 19941207 GOOD             TVGA
 OG0358  HISTORY     - 19990217 GOOD             NGS
 OG0358  HISTORY     - 20010331 GOOD             NGS
 OG0358  HISTORY     - 20050420 GOOD             NYDT
 OG0358
 OG0358                          STATION DESCRIPTION
 OG0358
 OG0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0358'IN NIAGARA FALLS.
 OG0358'0.2 MILE SOUTHWEST ALONG MAIN STREET FROM THE INTERSECTION OF
 OG0358'MAIN AND SECOND STREETS TO THE EXIT TO ROBERT MOSES PARKWAY SOUTH,
 OG0358'THENCE 4.5 MILES SOUTHEAST ON PARKWAY TO THE UNDERPASS OF BRIDGE
 OG0358'LEADING TO GRAND ISLAND BRIDGE AND STATE HIGHWAY 384, BUFFALO
 OG0358'AVENUE, ABOUT 0.1 MILE SOUTHWEST OF 384 AND BUFFALO AVENUE, SET
 OG0358'VERTICALLY IN NORTH PILLAR ON EAST SIDE OF ROAD, 24 FEET SOUTHWEST
 OG0358'OF CENTER OF ROAD.
 OG0358
 OG0358                          STATION RECOVERY (1988)
 OG0358
 OG0358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 OG0358'RECOVERED AS DESCRIBED EXCEPT REPORTED AS STAMPED - C 411  1977 -
 OG0358'CONFIRMATION REQUESTED
 OG0358
 OG0358                          STATION RECOVERY (1994)
 OG0358
 OG0358'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 1994 (JML)
 OG0358'THE DISK IS STAMPED--C 411 1977, NOT--C 412 1977--AS PREVIOUSLY
 OG0358'REPORTED.  NOTE--THE AREA IN WHICH THIS BM IS LOCATED IS SEVERAL MILES
 OG0358'FROM ORIGINAL BM C 412.
 OG0358
 OG0358                          STATION RECOVERY (1999)
 OG0358
 OG0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (TK)
 OG0358'THIS STATION IS IN GOOD CONDITION.
 OG0358
 OG0358                          STATION RECOVERY (2001)
 OG0358
 OG0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0358'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OG0358
 OG0358                          STATION RECOVERY (2005)
 OG0358
 OG0358'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (KT)
 OG0358'THE PREVIOUS SUBMITTAL FOR C 411 WAS IN ERROR (PID OG0330), THIS IS
 OG0358'THE CORRECT PID FOR C 411 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0330 ***********************************************************************
 OG0330  DESIGNATION -  C 411
 OG0330  PID         -  OG0330
 OG0330  STATE/COUNTY-  NY/NIAGARA
 OG0330  USGS QUAD   -  
 OG0330
 OG0330                         *CURRENT SURVEY CONTROL
 OG0330  ___________________________________________________________________
 OG0330* NAD 83(1986)-  43 09 48.     (N)    079 02 17.     (W)     SCALED    
 OG0330* NAVD 88     -       175.199  (meters)     574.80   (feet)  ADJUSTED  
 OG0330  ___________________________________________________________________
 OG0330  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OG0330  DYNAMIC HT  -         175.157 (meters)     574.66  (feet)  COMP
 OG0330  MODELED GRAV-     980,380.9   (mgal)                       NAVD 88
 OG0330
 OG0330  VERT ORDER  -  FIRST     CLASS 0
 OG0330
 OG0330.The horizontal coordinates were scaled from a topographic map and have
 OG0330.an estimated accuracy of +/- 6 seconds.
 OG0330
 OG0330.The orthometric height was determined by differential leveling
 OG0330.and adjusted by the National Geodetic Survey in June 1991..
 OG0330
 OG0330.The geoid height was determined by GEOID03.
 OG0330
 OG0330.The dynamic height is computed by dividing the NAVD 88
 OG0330.geopotential number by the normal gravity value computed on the
 OG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0330.degrees latitude (g = 980.6199 gals.).
 OG0330
 OG0330.The modeled gravity was interpolated from observed gravity values.
 OG0330
 OG0330;                    North         East    Units  Estimated Accuracy
 OG0330;SPC NY W     -   351,420.      313,020.      MT  (+/- 180 meters Scaled)
 OG0330
 OG0330                          SUPERSEDED SURVEY CONTROL
 OG0330
 OG0330.No superseded survey control is available for this station.
 OG0330
 OG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH594808(NAD 83)
 OG0330_MARKER: DV = VERTICAL CONTROL DISK
 OG0330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OG0330_SP_SET: SLAB
 OG0330_STAMPING: C 411 1977
 OG0330_MARK LOGO: NGS   
 OG0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0330
 OG0330  HISTORY     - Date     Condition        Report By
 OG0330  HISTORY     - 1977     MONUMENTED       NGS
 OG0330  HISTORY     - 19910710 GOOD             LOCENG
 OG0330  HISTORY     - 20050420 GOOD             NYDT
 OG0330
 OG0330                          STATION DESCRIPTION
 OG0330
 OG0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0330'1.2 MI SW FROM LEWISTON.
 OG0330'1.2 MILE SOUTHWEST ALONG LEWISTON ROAD AND STATE HIGHWAY 104 FROM
 OG0330'THE INTERSECTION OF 104 AND 18 JUST EAST OF LEWISTON TO THE RAILROAD
 OG0330'OVERPASS AND LARGE TRIANGLE CONCRETE SLAB ON THE WEST SIDE
 OG0330'OF HIGHWAY, SET IN THE SOUTH CORNER OF TRIANGLE, 30 FEET WEST OF
 OG0330'CENTERLINE OF HIGHWAY, 3 FEET NORTHEAST OF THE NORTH END OF SOUTH
 OG0330'GUARDRAIL, 4 FEET WEST OF CURB, AND 1 FOOT EAST OF BANISTER.
 OG0330
 OG0330                          STATION RECOVERY (1991)
 OG0330
 OG0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (CB)
 OG0330'RECOVERED AS DESCRIBED.
 OG0330
 OG0330                          STATION RECOVERY (2005)
 OG0330
 OG0330'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (KT)
 OG0330'RECOVERED BY NYS DOT BRIDGE INSPECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2077 ***********************************************************************
 LY2077  DESIGNATION -  C 415
 LY2077  PID         -  LY2077
 LY2077  STATE/COUNTY-  NY/ORANGE
 LY2077  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2077
 LY2077                         *CURRENT SURVEY CONTROL
 LY2077  ___________________________________________________________________
 LY2077* NAD 83(1986)-  41 24 03.     (N)    074 38 59.     (W)     SCALED    
 LY2077* NAVD 88     -       138.725  (meters)     455.13   (feet)  ADJUSTED  
 LY2077  ___________________________________________________________________
 LY2077  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY2077  DYNAMIC HT  -         138.668 (meters)     454.95  (feet)  COMP
 LY2077  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 LY2077
 LY2077  VERT ORDER  -  FIRST     CLASS II
 LY2077
 LY2077.The horizontal coordinates were scaled from a topographic map and have
 LY2077.an estimated accuracy of +/- 6 seconds.
 LY2077
 LY2077.The orthometric height was determined by differential leveling
 LY2077.and adjusted by the National Geodetic Survey in June 1991..
 LY2077
 LY2077.The geoid height was determined by GEOID03.
 LY2077
 LY2077.The dynamic height is computed by dividing the NAVD 88
 LY2077.geopotential number by the normal gravity value computed on the
 LY2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2077.degrees latitude (g = 980.6199 gals.).
 LY2077
 LY2077.The modeled gravity was interpolated from observed gravity values.
 LY2077
 LY2077;                    North         East    Units  Estimated Accuracy
 LY2077;SPC NY E     -   285,070.      137,480.      MT  (+/- 180 meters Scaled)
 LY2077
 LY2077                          SUPERSEDED SURVEY CONTROL
 LY2077
 LY2077.No superseded survey control is available for this station.
 LY2077
 LY2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL292833(NAD 83)
 LY2077_MARKER: DB = BENCH MARK DISK
 LY2077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2077_SP_SET: STAINLESS STEEL ROD
 LY2077_STAMPING: C 415 1978
 LY2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2077
 LY2077  HISTORY     - Date     Condition        Report By
 LY2077  HISTORY     - 1978     MONUMENTED       NGS
 LY2077
 LY2077                          STATION DESCRIPTION
 LY2077
 LY2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2077'2.9 MI NE FROM PORT JERVIS.
 LY2077'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE ORANGE SQUARE
 LY2077'PARK AT PORT JERVIS, TO THE MARK ON THE LEFT, AT A POWER LINE CROSSING
 LY2077'AND DIRECTLY ACROSS THE HIGHWAY FROM THE ORANGE COUNTY HOSTEL, 24 FEET
 LY2077'NORTHWEST OF THE CENTER LINE OF HIGHWAY 209, 3 FEET SOUTHWEST OF A
 LY2077'POWER POLE, NUMBER 41317-51048, 2 FEET SOUTHEAST OF A CHAIN LINK FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2052 ***********************************************************************
 LY2052  DESIGNATION -  C 416
 LY2052  PID         -  LY2052
 LY2052  STATE/COUNTY-  NY/ORANGE
 LY2052  USGS QUAD   -  MAYBROOK (1981)
 LY2052
 LY2052                         *CURRENT SURVEY CONTROL
 LY2052  ___________________________________________________________________
 LY2052* NAD 83(1986)-  41 28 10.     (N)    074 14 13.     (W)     SCALED    
 LY2052* NAVD 88     -       108.605  (meters)     356.31   (feet)  ADJUSTED  
 LY2052  ___________________________________________________________________
 LY2052  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY2052  DYNAMIC HT  -         108.563 (meters)     356.18  (feet)  COMP
 LY2052  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 LY2052
 LY2052  VERT ORDER  -  FIRST     CLASS II
 LY2052
 LY2052.The horizontal coordinates were scaled from a topographic map and have
 LY2052.an estimated accuracy of +/- 6 seconds.
 LY2052
 LY2052.The orthometric height was determined by differential leveling
 LY2052.and adjusted by the National Geodetic Survey in June 1991..
 LY2052
 LY2052.The geoid height was determined by GEOID03.
 LY2052
 LY2052.The dynamic height is computed by dividing the NAVD 88
 LY2052.geopotential number by the normal gravity value computed on the
 LY2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2052.degrees latitude (g = 980.6199 gals.).
 LY2052
 LY2052.The modeled gravity was interpolated from observed gravity values.
 LY2052
 LY2052;                    North         East    Units  Estimated Accuracy
 LY2052;SPC NY E     -   292,710.      171,970.      MT  (+/- 180 meters Scaled)
 LY2052
 LY2052                          SUPERSEDED SURVEY CONTROL
 LY2052
 LY2052.No superseded survey control is available for this station.
 LY2052
 LY2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL637911(NAD 83)
 LY2052_MARKER: DB = BENCH MARK DISK
 LY2052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2052_SP_SET: STAINLESS STEEL ROD
 LY2052_STAMPING: C 416 1978
 LY2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2052
 LY2052  HISTORY     - Date     Condition        Report By
 LY2052  HISTORY     - 1978     MONUMENTED       NGS
 LY2052  HISTORY     - 19950729 MARK NOT FOUND   USPSQD
 LY2052  HISTORY     - 20030729 GOOD             NYDT
 LY2052
 LY2052                          STATION DESCRIPTION
 LY2052
 LY2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2052'1.6 MI NE FROM CAMPBELL HALL.
 LY2052'1.6 MILES NORTHEAST ALONG ORANGE COUNTY ROAD 4 FROM THE POST
 LY2052'OFFICE IN CAMPBELL HALL TO THE MARK ON THE RIGHT, 46 FEET WEST OF
 LY2052'A WOODEN WHITE POST, 18 FEET SOUTHEAST OF THE CENTER LINE OF ROAD,
 LY2052'3 FEET EAST OF POWER POLE NUMBER 19388.
 LY2052
 LY2052                          STATION RECOVERY (1995)
 LY2052
 LY2052'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2052'MARK NOT FOUND.
 LY2052
 LY2052                          STATION RECOVERY (2003)
 LY2052
 LY2052'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (JRB)
 LY2052'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1614 ***********************************************************************
 LX1614  DESIGNATION -  C 417
 LX1614  PID         -  LX1614
 LX1614  STATE/COUNTY-  NY/ULSTER
 LX1614  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1614
 LX1614                         *CURRENT SURVEY CONTROL
 LX1614  ___________________________________________________________________
 LX1614* NAD 83(1986)-  41 42 14.     (N)    073 57 18.     (W)     SCALED    
 LX1614* NAVD 88     -        38.818  (meters)     127.36   (feet)  ADJUSTED  
 LX1614  ___________________________________________________________________
 LX1614  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LX1614  DYNAMIC HT  -          38.804 (meters)     127.31  (feet)  COMP
 LX1614  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 LX1614
 LX1614  VERT ORDER  -  FIRST     CLASS II
 LX1614
 LX1614.The horizontal coordinates were scaled from a topographic map and have
 LX1614.an estimated accuracy of +/- 6 seconds.
 LX1614
 LX1614.The orthometric height was determined by differential leveling
 LX1614.and adjusted by the National Geodetic Survey in June 1991..
 LX1614
 LX1614.The geoid height was determined by GEOID03.
 LX1614
 LX1614.The dynamic height is computed by dividing the NAVD 88
 LX1614.geopotential number by the normal gravity value computed on the
 LX1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1614.degrees latitude (g = 980.6199 gals.).
 LX1614
 LX1614.The modeled gravity was interpolated from observed gravity values.
 LX1614
 LX1614;                    North         East    Units  Estimated Accuracy
 LX1614;SPC NY E     -   318,860.      195,360.      MT  (+/- 180 meters Scaled)
 LX1614
 LX1614                          SUPERSEDED SURVEY CONTROL
 LX1614
 LX1614.No superseded survey control is available for this station.
 LX1614
 LX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM869174(NAD 83)
 LX1614_MARKER: DB = BENCH MARK DISK
 LX1614_SETTING: 66 = SET IN ROCK OUTCROP
 LX1614_SP_SET: OUTCROP
 LX1614_STAMPING: C 417 1978
 LX1614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1614+STABILITY: POSITION/ELEVATION WELL
 LX1614
 LX1614  HISTORY     - Date     Condition        Report By
 LX1614  HISTORY     - 1978     MONUMENTED       NGS
 LX1614
 LX1614                          STATION DESCRIPTION
 LX1614
 LX1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1614'1.95 MI SE FROM HIGHLAND.
 LX1614'1.95 MILES SOUTHEAST ALONG STATE HIGHWAYS 44 AND 55 FROM THE POST
 LX1614'OFFICE IN HIGHLAND TO THE MARK ON THE LEFT, 0.65 MILE SOUTHEAST OF
 LX1614'THE TOLL GATE, 0.1 MILE NORTHWEST OF THE WEST END OF BRIDGE, SET IN
 LX1614'TOP OF ROCK OUTCROPPING AT THE BOTTOM OF A CLIFF, 160 FEET SOUTHWEST
 LX1614'OF A LIGHT POLE, 110 FEET NORTHEAST OF A LIGHT POLE, 56 FEET EAST OF
 LX1614'THE CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0711 ***********************************************************************
 MZ0711  DESIGNATION -  C 42
 MZ0711  PID         -  MZ0711
 MZ0711  STATE/COUNTY-  NY/COLUMBIA
 MZ0711  USGS QUAD   -  EAST CHATHAM (1980)
 MZ0711
 MZ0711                         *CURRENT SURVEY CONTROL
 MZ0711  ___________________________________________________________________
 MZ0711* NAD 83(1986)-  42 25 00.     (N)    073 37 19.     (W)     SCALED    
 MZ0711* NAVD 88     -        95.900  (meters)     314.63   (feet)  ADJUSTED  
 MZ0711  ___________________________________________________________________
 MZ0711  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ0711  DYNAMIC HT  -          95.868 (meters)     314.53  (feet)  COMP
 MZ0711  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 MZ0711
 MZ0711  VERT ORDER  -  FIRST     CLASS II
 MZ0711
 MZ0711.The horizontal coordinates were scaled from a topographic map and have
 MZ0711.an estimated accuracy of +/- 6 seconds.
 MZ0711
 MZ0711.The orthometric height was determined by differential leveling
 MZ0711.and adjusted by the National Geodetic Survey in June 1991..
 MZ0711
 MZ0711.The geoid height was determined by GEOID03.
 MZ0711
 MZ0711.The dynamic height is computed by dividing the NAVD 88
 MZ0711.geopotential number by the normal gravity value computed on the
 MZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0711.degrees latitude (g = 980.6199 gals.).
 MZ0711
 MZ0711.The modeled gravity was interpolated from observed gravity values.
 MZ0711
 MZ0711;                    North         East    Units  Estimated Accuracy
 MZ0711;SPC NY E     -   398,250.      222,260.      MT  (+/- 180 meters Scaled)
 MZ0711
 MZ0711                          SUPERSEDED SURVEY CONTROL
 MZ0711
 MZ0711  NGVD 29 (??/??/92)   96.093  (m)          315.27   (f) ADJ UNCH    1 2
 MZ0711
 MZ0711.Superseded values are not recommended for survey control.
 MZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0711.See file dsdata.txt to determine how the superseded data were derived.
 MZ0711
 MZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM133969(NAD 83)
 MZ0711_MARKER: DB = BENCH MARK DISK
 MZ0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0711_SP_SET: BUILDING
 MZ0711_STAMPING: C 42 1933
 MZ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0711
 MZ0711  HISTORY     - Date     Condition        Report By
 MZ0711  HISTORY     - 1933     MONUMENTED       CGS
 MZ0711  HISTORY     - 1940     GOOD             LOCENG
 MZ0711  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MZ0711
 MZ0711                          STATION DESCRIPTION
 MZ0711
 MZ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MZ0711'AT CHATHAM CENTER.
 MZ0711'ON B AND A RR. AT CHATHAM CENTER B AND A RR STATION. ON SOUTH FACE OF
 MZ0711'STATION. 4 FT. WEST OF SOUTH ENTRANCE OF NORTH WAITING ROOM OF
 MZ0711'STATION. 15 FT. NORTH OF CENTER LINE OF WEST BOUND TRACK. 4 FT. ABOVE
 MZ0711'TOP OF RAIL.
 MZ0711
 MZ0711                          STATION RECOVERY (1940)
 MZ0711
 MZ0711'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 MZ0711'RECOVERED IN GOOD CONDITION.
 MZ0711
 MZ0711                          STATION RECOVERY (1985)
 MZ0711
 MZ0711'RECOVERY NOTE BY US POWER SQUADRON 1985
 MZ0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2202 ***********************************************************************
 NA2202  DESIGNATION -  C 42 LKB 1970
 NA2202  PID         -  NA2202
 NA2202  STATE/COUNTY-  NY/BROOME
 NA2202  USGS QUAD   -  AFTON (1957)
 NA2202
 NA2202                         *CURRENT SURVEY CONTROL
 NA2202  ___________________________________________________________________
 NA2202* NAD 83(1996)-  42 10 34.00729(N)    075 33 55.78972(W)     ADJUSTED  
 NA2202* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 NA2202  ___________________________________________________________________
 NA2202  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 NA2202  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NA2202
 NA2202  HORZ ORDER  -  SECOND
 NA2202
 NA2202.The horizontal coordinates were established by classical geodetic methods
 NA2202.and adjusted by the National Geodetic Survey in January 1999..
 NA2202
 NA2202.The orthometric height was scaled from a topographic map.
 NA2202
 NA2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2202
 NA2202.The geoid height was determined by GEOID03.
 NA2202
 NA2202;                    North         East     Units Scale Factor Converg.
 NA2202;SPC NY E     -   371,709.424    61,974.875   MT  0.99999531   -0 42 55.6
 NA2202;SPC NY E     - 1,219,516.67    203,329.24   sFT  0.99999531   -0 42 55.6
 NA2202;UTM  18      - 4,669,484.914   453,296.153   MT  0.99962684   -0 22 46.9
 NA2202
 NA2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2202!SPC NY E     -   0.99992842  x   0.99999531  =   0.99992373
 NA2202!UTM  18      -   0.99992842  x   0.99962684  =   0.99955528
 NA2202
 NA2202:                Primary Azimuth Mark                     Grid Az
 NA2202:SPC NY E     -  SLAWSON RESET                            091 16 48.8
 NA2202:UTM  18      -  SLAWSON RESET                            090 56 40.1
 NA2202
 NA2202|---------------------------------------------------------------------|
 NA2202| PID    Reference Object                     Distance      Geod. Az  |
 NA2202|                                                           dddmmss.s |
 NA2202| NA2173 SLAWSON RESET                       APPROX. 5.9 KM 0903353.2 |
 NA2202|---------------------------------------------------------------------|
 NA2202
 NA2202                          SUPERSEDED SURVEY CONTROL
 NA2202
 NA2202  NAD 83(1986)-  42 10 34.01329(N)    075 33 55.79256(W) AD(       ) 2
 NA2202  NAD 27      -  42 10 33.72203(N)    075 33 57.12851(W) AD(       ) 2
 NA2202
 NA2202.Superseded values are not recommended for survey control.
 NA2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2202.See file dsdata.txt to determine how the superseded data were derived.
 NA2202
 NA2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5329669485(NAD 83)
 NA2202_MARKER: Z = SEE DESCRIPTION
 NA2202_SETTING: 0 = UNSPECIFIED SETTING
 NA2202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2202
 NA2202  HISTORY     - Date     Condition        Report By
 NA2202  HISTORY     - 1968     MONUMENTED       NYDT
 NA2202
 NA2202                          STATION DESCRIPTION
 NA2202
 NA2202'DESCRIBED BY NY DEPT OF TRANSP 1968 (DCW)
 NA2202'THE STATION IS THE CENTER OF A CAP ON AN IRON PIN SET FLUSH WITH
 NA2202'THE GROUND AND STAMPED LKB.
 NA2202'
 NA2202'IT IS 62.12 FT SSE OF A 8 IN WHITE PINE TREE, 46.48 FT SE OF A 5 IN
 NA2202'WHITE PINE TREE, 39.00 FT NE OF A 9 IN WHITE PINE TREE, 34.56 FT E
 NA2202'OF A FENCE, AND 4.34 FT NNE OF A WITNESS POST.
 NA2202'
 NA2202'TO REACH THE STATION FROM THE POST OFFICE IN NINEVEH, BROOME COUNTY
 NA2202'NEW YORK, PROCEED SE ACROSS THE SUSQUEHANA RIVER, THE PROCEED NE
 NA2202'ALONG CHENANGO, CO. ROUTE 26 (2.70 MI) TO THE INTERSECTION OF
 NA2202'TERRY ROAD TO THE RIGHT.  THENCE (1.60 MI) SOUTH ALONG TERRY ROAD
 NA2202'TO INTERSECTION WITH HOUSTON ROAD, FROM HERE PROCEED (0.15 MI)
 NA2202'SE ON HOUSTON ROAD TO GARAGE ON THE RIGHT.  WALK SW THROUGH A
 NA2202'GATE AND ABOUT 450 FT UPHILL TO ANOTHER GATE, PROCEED THENCE
 NA2202'NW ABOUT 425 FT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0300 ***********************************************************************
 LY0300  DESIGNATION -  C 43
 LY0300  PID         -  LY0300
 LY0300  STATE/COUNTY-  NY/ORANGE
 LY0300  USGS QUAD   -  CORNWALL (1981)
 LY0300
 LY0300                         *CURRENT SURVEY CONTROL
 LY0300  ___________________________________________________________________
 LY0300* NAD 83(1986)-  41 27 37.     (N)    074 03 40.     (W)     SCALED    
 LY0300* NAVD 88     -        85.971  (meters)     282.06   (feet)  ADJUSTED  
 LY0300  ___________________________________________________________________
 LY0300  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY0300  DYNAMIC HT  -          85.938 (meters)     281.95  (feet)  COMP
 LY0300  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 LY0300
 LY0300  VERT ORDER  -  SECOND    CLASS 0
 LY0300
 LY0300.The horizontal coordinates were scaled from a topographic map and have
 LY0300.an estimated accuracy of +/- 6 seconds.
 LY0300
 LY0300.The orthometric height was determined by differential leveling
 LY0300.and adjusted by the National Geodetic Survey in June 1991..
 LY0300
 LY0300.The geoid height was determined by GEOID03.
 LY0300
 LY0300.The dynamic height is computed by dividing the NAVD 88
 LY0300.geopotential number by the normal gravity value computed on the
 LY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0300.degrees latitude (g = 980.6199 gals.).
 LY0300
 LY0300.The modeled gravity was interpolated from observed gravity values.
 LY0300
 LY0300;                    North         East    Units  Estimated Accuracy
 LY0300;SPC NY E     -   291,750.      186,660.      MT  (+/- 180 meters Scaled)
 LY0300
 LY0300                          SUPERSEDED SURVEY CONTROL
 LY0300
 LY0300  NGVD 29 (??/??/92)   86.244  (m)          282.95   (f) ADJ UNCH    2 0
 LY0300
 LY0300.Superseded values are not recommended for survey control.
 LY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0300.See file dsdata.txt to determine how the superseded data were derived.
 LY0300
 LY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL784902(NAD 83)
 LY0300_MARKER: DB = BENCH MARK DISK
 LY0300_SETTING: 80 = SET IN A BOULDER
 LY0300_SP_SET: BOULDER
 LY0300_STAMPING: C 43 1933
 LY0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0300+STABILITY: SURFACE MOTION
 LY0300
 LY0300  HISTORY     - Date     Condition        Report By
 LY0300  HISTORY     - 1933     MONUMENTED       CGS
 LY0300  HISTORY     - 1955     GOOD             NGS
 LY0300
 LY0300                          STATION DESCRIPTION
 LY0300
 LY0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LY0300'AT VAILS GATE JUNCTION.
 LY0300'AT VAILS GATE JUNCTION, ALONG THE ERIE RAILROAD, AT CROSSING
 LY0300'OF STATE HIGHWAY 35, 34 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN
 LY0300'TRACK, 113 FEET WEST AND ACROSS TRACKS AND HIGHWAY FROM THE
 LY0300'WEST CORNER OF THE STATION, 57 FEET WEST OF CENTER OF CROSSING
 LY0300'OF THE HIGHWAY AND MAIN TRACK, 65 1/2 FEET NORTH AND ACROSS
 LY0300'TRACKS FROM MILE POST G 14, 20 1/2 FEET NORTHWEST OF NORTHWEST
 LY0300'RAIL OF A SIDE TRACK, 47 1/2 FEET EAST-SOUTHEAST OF SOUTH
 LY0300'CORNER OF A SMALL FRAME HOUSE, IN THE TOP OF AN OUTCROPPING
 LY0300'BOULDER ABOUT 10 BY 12 FEET AND ABOUT 2 FEET ABOVE LEVEL OF
 LY0300'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2081 ***********************************************************************
 LY2081  DESIGNATION -  C 437
 LY2081  PID         -  LY2081
 LY2081  STATE/COUNTY-  NY/ORANGE
 LY2081  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2081
 LY2081                         *CURRENT SURVEY CONTROL
 LY2081  ___________________________________________________________________
 LY2081* NAD 83(1986)-  41 22 43.     (N)    074 41 37.     (W)     SCALED    
 LY2081* NAVD 88     -       149.249  (meters)     489.66   (feet)  ADJUSTED  
 LY2081  ___________________________________________________________________
 LY2081  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY2081  DYNAMIC HT  -         149.188 (meters)     489.46  (feet)  COMP
 LY2081  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 LY2081  OBS GRAVITY -     980,214.5   (mgal)                       GRAV_OBS
 LY2081
 LY2081  VERT ORDER  -  FIRST     CLASS II
 LY2081
 LY2081.The horizontal coordinates were scaled from a topographic map and have
 LY2081.an estimated accuracy of +/- 6 seconds.
 LY2081
 LY2081.The orthometric height was determined by differential leveling
 LY2081.and adjusted by the National Geodetic Survey in June 1991..
 LY2081
 LY2081.The geoid height was determined by GEOID03.
 LY2081
 LY2081.The dynamic height is computed by dividing the NAVD 88
 LY2081.geopotential number by the normal gravity value computed on the
 LY2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2081.degrees latitude (g = 980.6199 gals.).
 LY2081
 LY2081.The modeled gravity was interpolated from observed gravity values.
 LY2081.The observed gravity was obtained from relative gravimeter ties
 LY2081.to the IGSN71 gravity network.
 LY2081
 LY2081;                    North         East    Units  Estimated Accuracy
 LY2081;SPC NY E     -   282,610.      133,810.      MT  (+/- 180 meters Scaled)
 LY2081
 LY2081                          SUPERSEDED SURVEY CONTROL
 LY2081
 LY2081.No superseded survey control is available for this station.
 LY2081
 LY2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL256808(NAD 83)
 LY2081_MARKER: DV = VERTICAL CONTROL DISK
 LY2081_SETTING: 66 = SET IN ROCK OUTCROP
 LY2081_SP_SET: BEDROCK
 LY2081_STAMPING: C 437 1978
 LY2081_MARK LOGO: NGS   
 LY2081_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2081+STABILITY: POSITION/ELEVATION WELL
 LY2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2081+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 LY2081
 LY2081  HISTORY     - Date     Condition        Report By
 LY2081  HISTORY     - 1978     MONUMENTED       NGS
 LY2081  HISTORY     - 1982     GOOD             NGS
 LY2081  HISTORY     - 1982     GOOD             NGS
 LY2081  HISTORY     - 19950607 GOOD             NJGS
 LY2081
 LY2081                          STATION DESCRIPTION
 LY2081
 LY2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2081'IN PORT JERVIS.
 LY2081'0.25 MILES NORTHWEST ALONG STATE HIGHWAY 97 FROM ITS JUNCTION WITH
 LY2081'U.S. HIGHWAY 209 AND PIKE STREET, SET HORIZONTALLY IN THE TOP OF A
 LY2081'4 FOOT HIGH ROCK OUTCROP AT THE INTERSECTION OF HIGHWAY 97 WITH WEST
 LY2081'MAIN STREET AND MOUNT WILLIAM STREET, 80 FEET NORTH OF A FIRE HYDRANT
 LY2081'23.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 27 FEET EAST
 LY2081'OF A WOODEN PHONE AND POWER POLE.  THIS MARK HAS BEEN DESIGNATED A
 LY2081'BASIC NET A LEVEL LINE JUNCTION BENCH MARK.
 LY2081
 LY2081                          STATION RECOVERY (1982)
 LY2081
 LY2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY2081'RECOVERED IN GOOD CONDITION.
 LY2081
 LY2081                          STATION RECOVERY (1982)
 LY2081
 LY2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY2081'RECOVERED IN GOOD CONDITION.
 LY2081
 LY2081                          STATION RECOVERY (1995)
 LY2081
 LY2081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2252 ***********************************************************************
 LY2252  DESIGNATION -  C 439
 LY2252  PID         -  LY2252
 LY2252  STATE/COUNTY-  NY/ORANGE
 LY2252  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY2252
 LY2252                         *CURRENT SURVEY CONTROL
 LY2252  ___________________________________________________________________
 LY2252* NAD 83(1986)-  41 13 42.     (N)    074 15 59.     (W)     SCALED    
 LY2252* NAVD 88     -       317.765  (meters)    1042.53   (feet)  ADJUSTED  
 LY2252  ___________________________________________________________________
 LY2252  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY2252  DYNAMIC HT  -         317.633 (meters)    1042.10  (feet)  COMP
 LY2252  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 LY2252
 LY2252  VERT ORDER  -  FIRST     CLASS II
 LY2252
 LY2252.The horizontal coordinates were scaled from a topographic map and have
 LY2252.an estimated accuracy of +/- 6 seconds.
 LY2252
 LY2252.The orthometric height was determined by differential leveling
 LY2252.and adjusted by the National Geodetic Survey in June 1991..
 LY2252
 LY2252.The geoid height was determined by GEOID03.
 LY2252
 LY2252.The dynamic height is computed by dividing the NAVD 88
 LY2252.geopotential number by the normal gravity value computed on the
 LY2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2252.degrees latitude (g = 980.6199 gals.).
 LY2252
 LY2252.The modeled gravity was interpolated from observed gravity values.
 LY2252
 LY2252;                    North         East    Units  Estimated Accuracy
 LY2252;SPC NY E     -   265,930.      169,590.      MT  (+/- 180 meters Scaled)
 LY2252
 LY2252                          SUPERSEDED SURVEY CONTROL
 LY2252
 LY2252  NGVD 29 (??/??/92)  318.074  (m)         1043.55   (f) ADJ UNCH    1 2
 LY2252
 LY2252.Superseded values are not recommended for survey control.
 LY2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2252.See file dsdata.txt to determine how the superseded data were derived.
 LY2252
 LY2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL614643(NAD 83)
 LY2252_MARKER: DB = BENCH MARK DISK
 LY2252_SETTING: 66 = SET IN ROCK OUTCROP
 LY2252_SP_SET: ROCK OUTCROP
 LY2252_STAMPING: C 439 1979
 LY2252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2252+STABILITY: POSITION/ELEVATION WELL
 LY2252
 LY2252  HISTORY     - Date     Condition        Report By
 LY2252  HISTORY     - 1979     MONUMENTED       NGS
 LY2252
 LY2252                          STATION DESCRIPTION
 LY2252
 LY2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2252'1.5 MI EAST FROM GREENWOOD LAKE.
 LY2252'1.5 MILES EASTERLY ALONG STATE ROUTE 17A FROM THE JUNCTION OF STATE
 LY2252'HIGHWAY 210 AT GREENWOOD LAKE, 0.05 MILE SOUTHWEST OF THE Y-JUNCTION
 LY2252'OF A PAVED ROAD LEADING NORTH, SET HORIZONTALLY ABOUT HALF WAY UP
 LY2252'A SLOPING ROCK LEDGE ON THE SOUTH SIDE OF A WOOD AND MASONRY ANTIQUE
 LY2252'SHOP, 133.0 FEET SOUTH OF THE SOUTH CORNER OF THE MAIN STRUCTURE OF
 LY2252'THE SHOP, 99.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LY2252'17.0 FEET SOUTHWEST OF A TWIN TRUNK TREE, 4 FEET ABOVE GROUND.
 LY2252'THE MARK IS 15 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0859 ***********************************************************************
 KU0859  DESIGNATION -  C 44
 KU0859  PID         -  KU0859
 KU0859  STATE/COUNTY-  NY/KINGS
 KU0859  USGS QUAD   -  BROOKLYN (1979)
 KU0859
 KU0859                         *CURRENT SURVEY CONTROL
 KU0859  ___________________________________________________________________
 KU0859* NAD 83(1986)-  40 39 49.     (N)    073 59 52.     (W)     SCALED    
 KU0859* NAVD 88     -         6.649  (meters)      21.81   (feet)  ADJUSTED  
 KU0859  ___________________________________________________________________
 KU0859  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KU0859  DYNAMIC HT  -           6.646 (meters)      21.80  (feet)  COMP
 KU0859  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 KU0859
 KU0859  VERT ORDER  -  FIRST     CLASS II
 KU0859
 KU0859.The horizontal coordinates were scaled from a topographic map and have
 KU0859.an estimated accuracy of +/- 6 seconds.
 KU0859
 KU0859.The orthometric height was determined by differential leveling
 KU0859.and adjusted by the National Geodetic Survey in June 1991..
 KU0859
 KU0859.The geoid height was determined by GEOID03.
 KU0859
 KU0859.The dynamic height is computed by dividing the NAVD 88
 KU0859.geopotential number by the normal gravity value computed on the
 KU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0859.degrees latitude (g = 980.6199 gals.).
 KU0859
 KU0859.The modeled gravity was interpolated from observed gravity values.
 KU0859
 KU0859;                    North         East    Units  Estimated Accuracy
 KU0859;SPC NY L     -    55,180.      300,190.      MT  (+/- 180 meters Scaled)
 KU0859
 KU0859                          SUPERSEDED SURVEY CONTROL
 KU0859
 KU0859  NGVD 29 (??/??/92)    6.99   (m)           22.9    (f) COMPUTED    1 2
 KU0859
 KU0859.Superseded values are not recommended for survey control.
 KU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0859.See file dsdata.txt to determine how the superseded data were derived.
 KU0859
 KU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL847018(NAD 83)
 KU0859_MARKER: DB = BENCH MARK DISK
 KU0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0859_SP_SET: WALL
 KU0859_STAMPING: C 44 1934
 KU0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0859
 KU0859  HISTORY     - Date     Condition        Report By
 KU0859  HISTORY     - 1934     MONUMENTED       CGS
 KU0859  HISTORY     - 1952     MARK NOT FOUND   NGS
 KU0859  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 KU0859
 KU0859                          STATION DESCRIPTION
 KU0859
 KU0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0859'IN BROOKLYN.
 KU0859'IN BROOKLYN, ON HAMILTON AVENUE NEAR ITS INTERSECTION WITH THIRD
 KU0859'AVENUE, 0.9 FOOT WEST OF THE WEST SIDE OF THE OFFICE ENTRANCE,
 KU0859'AND 16.2 FEET EAST OF THE EAST SIDE OF THE TRUCK ENTRANCE TO
 KU0859'CHAS. NEUBERGERS PLUMBING SUPPLY SHOP, 97.3 FEET WEST OF THE
 KU0859'EAST EDGE OF THE CURB ON THE WEST SIDE OF THIRD AVENUE AND 3.8
 KU0859'FEET ABOVE THE SIDEWALK AND SET VERTICALLY IN A BRICK WALL.
 KU0859
 KU0859                          STATION RECOVERY (2006)
 KU0859
 KU0859'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0859'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU0859' 
 KU0859'THE INTERSECTION OF THE GOWANUS EXPRESSWAY AND THE PROSPECT EXPRESSWAY
 KU0859'PASSES CLOSE TO THE INTERSECTION OF HAMILTON AND THIRD AVENUES. NO
 KU0859'BUILDINGS ARE ON EITHER SIDE OF HAMILTON AVENUE IN THAT BLOCK. THE
 KU0859'MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1327 ***********************************************************************
 MZ1327  DESIGNATION -  C 441
 MZ1327  PID         -  MZ1327
 MZ1327  STATE/COUNTY-  NY/COLUMBIA
 MZ1327  USGS QUAD   -  CANAAN (1975)
 MZ1327
 MZ1327                         *CURRENT SURVEY CONTROL
 MZ1327  ___________________________________________________________________
 MZ1327* NAD 83(1986)-  42 28 06.     (N)    073 22 38.     (W)     SCALED    
 MZ1327* NAVD 88     -       253.122  (meters)     830.45   (feet)  ADJUSTED  
 MZ1327  ___________________________________________________________________
 MZ1327  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 MZ1327  DYNAMIC HT  -         253.033 (meters)     830.16  (feet)  COMP
 MZ1327  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 MZ1327
 MZ1327  VERT ORDER  -  FIRST     CLASS II
 MZ1327
 MZ1327.The horizontal coordinates were scaled from a topographic map and have
 MZ1327.an estimated accuracy of +/- 6 seconds.
 MZ1327
 MZ1327.The orthometric height was determined by differential leveling
 MZ1327.and adjusted by the National Geodetic Survey in June 1991..
 MZ1327
 MZ1327.The geoid height was determined by GEOID03.
 MZ1327
 MZ1327.The dynamic height is computed by dividing the NAVD 88
 MZ1327.geopotential number by the normal gravity value computed on the
 MZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1327.degrees latitude (g = 980.6199 gals.).
 MZ1327
 MZ1327.The modeled gravity was interpolated from observed gravity values.
 MZ1327
 MZ1327;                    North         East    Units  Estimated Accuracy
 MZ1327;SPC NY E     -   404,230.      242,330.      MT  (+/- 180 meters Scaled)
 MZ1327
 MZ1327                          SUPERSEDED SURVEY CONTROL
 MZ1327
 MZ1327.No superseded survey control is available for this station.
 MZ1327
 MZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN334030(NAD 83)
 MZ1327_MARKER: I = METAL ROD
 MZ1327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1327_SP_SET: STAINLESS STEEL ROD
 MZ1327_STAMPING: C 441 1980
 MZ1327_MARK LOGO: NGS   
 MZ1327_PROJECTION: FLUSH
 MZ1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1327_ROD/PIPE-DEPTH: 3.4  meters
 MZ1327
 MZ1327  HISTORY     - Date     Condition        Report By
 MZ1327  HISTORY     - 1980     MONUMENTED       NGS
 MZ1327  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MZ1327
 MZ1327                          STATION DESCRIPTION
 MZ1327
 MZ1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1327'2.1 KM (1.3 MI) NE FROM NEW LEBANON.
 MZ1327'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE
 MZ1327'JUNCTION OF STATE HIGHWAY 22 SOUTH IN NEW LEBANON, NEAR THE SOUTH END
 MZ1327'OF A WIRE CABLE GUARDRAIL, 8.54 METERS (28.0 FEET) NORTHEAST OF THE
 MZ1327'CENTER LINE OF THE HIGHWAY, 2.14 METERS (7.0 FEET) SOUTH-SOUTHEAST OF
 MZ1327'THE SOUTH END POST OF THE GUARDRAIL, 0.70 METERS (2.3 FEET)
 MZ1327'NORTH-NORTHEAST OF UTILITY POLE 13/1.
 MZ1327'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 MZ1327'REFUSAL AT 3.4 METERS.
 MZ1327'THE MARK IS 0.60 METERS  SE FROM A WITNESS POST.
 MZ1327
 MZ1327                          STATION RECOVERY (1984)
 MZ1327
 MZ1327'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLH)
 MZ1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1303 ***********************************************************************
 MZ1303  DESIGNATION -  C 442
 MZ1303  PID         -  MZ1303
 MZ1303  STATE/COUNTY-  NY/RENSSELAER
 MZ1303  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ1303
 MZ1303                         *CURRENT SURVEY CONTROL
 MZ1303  ___________________________________________________________________
 MZ1303* NAD 83(1986)-  42 35 50.     (N)    073 42 29.     (W)     SCALED    
 MZ1303* NAVD 88     -        82.472  (meters)     270.58   (feet)  ADJUSTED  
 MZ1303  ___________________________________________________________________
 MZ1303  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ1303  DYNAMIC HT  -          82.447 (meters)     270.49  (feet)  COMP
 MZ1303  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 MZ1303
 MZ1303  VERT ORDER  -  FIRST     CLASS II
 MZ1303
 MZ1303.The horizontal coordinates were scaled from a topographic map and have
 MZ1303.an estimated accuracy of +/- 6 seconds.
 MZ1303
 MZ1303.The orthometric height was determined by differential leveling
 MZ1303.and adjusted by the National Geodetic Survey in June 1991..
 MZ1303
 MZ1303.The geoid height was determined by GEOID03.
 MZ1303
 MZ1303.The dynamic height is computed by dividing the NAVD 88
 MZ1303.geopotential number by the normal gravity value computed on the
 MZ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1303.degrees latitude (g = 980.6199 gals.).
 MZ1303
 MZ1303.The modeled gravity was interpolated from observed gravity values.
 MZ1303
 MZ1303;                    North         East    Units  Estimated Accuracy
 MZ1303;SPC NY E     -   418,240.      214,990.      MT  (+/- 180 meters Scaled)
 MZ1303
 MZ1303                          SUPERSEDED SURVEY CONTROL
 MZ1303
 MZ1303.No superseded survey control is available for this station.
 MZ1303
 MZ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN059168(NAD 83)
 MZ1303_MARKER: I = METAL ROD
 MZ1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1303_SP_SET: STAINLESS STEEL ROD
 MZ1303_STAMPING: C 442 1980
 MZ1303_MARK LOGO: NGS   
 MZ1303_PROJECTION: FLUSH
 MZ1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1303_ROD/PIPE-DEPTH: 29.3 meters
 MZ1303
 MZ1303  HISTORY     - Date     Condition        Report By
 MZ1303  HISTORY     - 1980     MONUMENTED       NGS
 MZ1303  HISTORY     - 19960528 GOOD             LOCENG
 MZ1303
 MZ1303                          STATION DESCRIPTION
 MZ1303
 MZ1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1303'1.2 KM (0.75 MI) NW FROM EAST GREENBUSH.
 MZ1303'1.2 KILOMETERS (0.75 MILE) NORTHWEST ALONG US HIGHWAY 20 FROM THE
 MZ1303'JUNCTION OF HAYES ROAD IN EAST GREENBUSH, AT THE NORTH CORNER OF THE
 MZ1303'JUNCTION OF ELLIOT ROAD, 13.1 METERS (43.0 FEET) EAST-NORTHEAST OF
 MZ1303'THE CENTER LINE OF THE HIGHWAY, 10.0 METER (33.0 FEET) NORTH-NORTHWEST
 MZ1303'OF THE CENTER OF ELLIOT ROAD, 2.50 METERS (8.2 FEET) NORTH-NORTHEAST
 MZ1303'OF A METAL TRAFFIC LIGHT POLE, 1.95 METERS (6.4 FEET) EAST-NORTHEAST
 MZ1303'OF A FIRE HYDRANT.
 MZ1303
 MZ1303                          STATION RECOVERY (1996)
 MZ1303
 MZ1303'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (AB)
 MZ1303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1418 ***********************************************************************
 MZ1418  DESIGNATION -  C 443
 MZ1418  PID         -  MZ1418
 MZ1418  STATE/COUNTY-  NY/ALBANY
 MZ1418  USGS QUAD   -  TROY SOUTH (1980)
 MZ1418
 MZ1418                         *CURRENT SURVEY CONTROL
 MZ1418  ___________________________________________________________________
 MZ1418* NAD 83(1986)-  42 43 48.     (N)    073 41 56.     (W)     SCALED    
 MZ1418* NAVD 88     -        12.496  (meters)      41.00   (feet)  ADJUSTED  
 MZ1418  ___________________________________________________________________
 MZ1418  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MZ1418  DYNAMIC HT  -          12.492 (meters)      40.98  (feet)  COMP
 MZ1418  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 MZ1418
 MZ1418  VERT ORDER  -  FIRST     CLASS II
 MZ1418
 MZ1418.The horizontal coordinates were scaled from a topographic map and have
 MZ1418.an estimated accuracy of +/- 6 seconds.
 MZ1418
 MZ1418.The orthometric height was determined by differential leveling
 MZ1418.and adjusted by the National Geodetic Survey in June 1991..
 MZ1418
 MZ1418.The geoid height was determined by GEOID03.
 MZ1418
 MZ1418.The dynamic height is computed by dividing the NAVD 88
 MZ1418.geopotential number by the normal gravity value computed on the
 MZ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1418.degrees latitude (g = 980.6199 gals.).
 MZ1418
 MZ1418.The modeled gravity was interpolated from observed gravity values.
 MZ1418
 MZ1418;                    North         East    Units  Estimated Accuracy
 MZ1418;SPC NY E     -   432,990.      215,600.      MT  (+/- 180 meters Scaled)
 MZ1418
 MZ1418                          SUPERSEDED SURVEY CONTROL
 MZ1418
 MZ1418.No superseded survey control is available for this station.
 MZ1418
 MZ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN065316(NAD 83)
 MZ1418_MARKER: DB = BENCH MARK DISK
 MZ1418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MZ1418_SP_SET: ABUTMENT
 MZ1418_STAMPING: C 443 1981
 MZ1418_MARK LOGO: NGS   
 MZ1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1418
 MZ1418  HISTORY     - Date     Condition        Report By
 MZ1418  HISTORY     - 1981     MONUMENTED       NGS
 MZ1418  HISTORY     - 19981025 GOOD             USPSQD
 MZ1418
 MZ1418                          STATION DESCRIPTION
 MZ1418
 MZ1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1418'IN WATERVLIET.
 MZ1418'IN WATERVLIET, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE
 MZ1418'STATE HIGHWAY 2 BRIDGE OVER THE HUDSON RIVER, 2.29 METERS (7.5 FEET)
 MZ1418'NORTH OF THE NORTH CURB OF THE BRIDGE, 1.86 METERS (6.1 FEET) WEST OF
 MZ1418'THE EAST EDGE OF THE ABUTMENT, 0.43 METER (1.4 FEET) SOUTH OF THE
 MZ1418'NORTH EDGE OF THE ABUTMENT.
 MZ1418'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MZ1418
 MZ1418                          STATION RECOVERY (1998)
 MZ1418
 MZ1418'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1446 ***********************************************************************
 MZ1446  DESIGNATION -  C 444
 MZ1446  PID         -  MZ1446
 MZ1446  STATE/COUNTY-  NY/SCHENECTADY
 MZ1446  USGS QUAD   -  SCHENECTADY (1980)
 MZ1446
 MZ1446                         *CURRENT SURVEY CONTROL
 MZ1446  ___________________________________________________________________
 MZ1446* NAD 83(1986)-  42 48 54.     (N)    073 56 54.     (W)     SCALED    
 MZ1446* NAVD 88     -        71.037  (meters)     233.06   (feet)  ADJUSTED  
 MZ1446  ___________________________________________________________________
 MZ1446  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 MZ1446  DYNAMIC HT  -          71.017 (meters)     232.99  (feet)  COMP
 MZ1446  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 MZ1446
 MZ1446  VERT ORDER  -  FIRST     CLASS II
 MZ1446
 MZ1446.The horizontal coordinates were scaled from a topographic map and have
 MZ1446.an estimated accuracy of +/- 6 seconds.
 MZ1446
 MZ1446.The orthometric height was determined by differential leveling
 MZ1446.and adjusted by the National Geodetic Survey in June 1991..
 MZ1446
 MZ1446.The geoid height was determined by GEOID03.
 MZ1446
 MZ1446.The dynamic height is computed by dividing the NAVD 88
 MZ1446.geopotential number by the normal gravity value computed on the
 MZ1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1446.degrees latitude (g = 980.6199 gals.).
 MZ1446
 MZ1446.The modeled gravity was interpolated from observed gravity values.
 MZ1446
 MZ1446;                    North         East    Units  Estimated Accuracy
 MZ1446;SPC NY E     -   442,270.      195,110.      MT  (+/- 180 meters Scaled)
 MZ1446
 MZ1446                          SUPERSEDED SURVEY CONTROL
 MZ1446
 MZ1446.No superseded survey control is available for this station.
 MZ1446
 MZ1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN859408(NAD 83)
 MZ1446_MARKER: I = METAL ROD
 MZ1446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1446_SP_SET: STAINLESS STEEL ROD
 MZ1446_STAMPING: C 444 1981
 MZ1446_MARK LOGO: NGS   
 MZ1446_PROJECTION: FLUSH
 MZ1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1446_ROD/PIPE-DEPTH: 40.6 meters
 MZ1446
 MZ1446  HISTORY     - Date     Condition        Report By
 MZ1446  HISTORY     - 1981     MONUMENTED       NGS
 MZ1446  HISTORY     - 19990505 GOOD             USPSQD
 MZ1446
 MZ1446                          STATION DESCRIPTION
 MZ1446
 MZ1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1446'IN SCHENECTADY.
 MZ1446'IN SCHENECTADY, NEAR A SMALL STATUE OF LIBERTY IN A CITY PARK BORDERED
 MZ1446'BY STATE AND WATER STREETS AND WASHINGTON AVENUE, 23.48 METERS (77.0
 MZ1446'FEET) SOUTH OF THE SOUTH CURB OF STATE STREET, 19.12 METERS (62.7
 MZ1446'FEET) EAST OF THE EAST CURB OF WASHINGTON AVENUE, 10.06 METERS (33.0
 MZ1446'FEET) NORTHWEST OF THE NORTHWEST CURB OF WATER STREET, 5.98 METERS
 MZ1446'(19.6 FEET) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BASE
 MZ1446'SUPPORTING THE STATUE AND IN LINE WITH THE WEST FACE OF THE BASE,
 MZ1446'3.81 METERS (12.5 FEET) WEST OF THE DRAIN PIPE OF THE WATER FOUNTAIN.
 MZ1446'THE MARK IS ABOVE LEVEL WITH STATE STREET.
 MZ1446
 MZ1446                          STATION RECOVERY (1999)
 MZ1446
 MZ1446'RECOVERY NOTE BY US POWER SQUADRON 1999
 MZ1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1862 ***********************************************************************
 NA1862  DESIGNATION -  C 445
 NA1862  PID         -  NA1862
 NA1862  STATE/COUNTY-  NY/MONTGOMERY
 NA1862  USGS QUAD   -  CANAJOHARIE (1944)
 NA1862
 NA1862                         *CURRENT SURVEY CONTROL
 NA1862  ___________________________________________________________________
 NA1862* NAD 83(1986)-  42 57 21.     (N)    074 37 18.     (W)     SCALED    
 NA1862* NAVD 88     -       103.132  (meters)     338.36   (feet)  ADJUSTED  
 NA1862  ___________________________________________________________________
 NA1862  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NA1862  DYNAMIC HT  -         103.105 (meters)     338.27  (feet)  COMP
 NA1862  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 NA1862
 NA1862  VERT ORDER  -  FIRST     CLASS II
 NA1862
 NA1862.The horizontal coordinates were scaled from a topographic map and have
 NA1862.an estimated accuracy of +/- 6 seconds.
 NA1862
 NA1862.The orthometric height was determined by differential leveling
 NA1862.and adjusted by the National Geodetic Survey in June 1991..
 NA1862
 NA1862.The geoid height was determined by GEOID03.
 NA1862
 NA1862.The dynamic height is computed by dividing the NAVD 88
 NA1862.geopotential number by the normal gravity value computed on the
 NA1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1862.degrees latitude (g = 980.6199 gals.).
 NA1862
 NA1862.The modeled gravity was interpolated from observed gravity values.
 NA1862
 NA1862;                    North         East    Units  Estimated Accuracy
 NA1862;SPC NY E     -   457,770.      140,070.      MT  (+/- 180 meters Scaled)
 NA1862
 NA1862                          SUPERSEDED SURVEY CONTROL
 NA1862
 NA1862.No superseded survey control is available for this station.
 NA1862
 NA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN308559(NAD 83)
 NA1862_MARKER: DB = BENCH MARK DISK
 NA1862_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA1862_SP_SET: ABUTMENT
 NA1862_STAMPING: C 445 1981
 NA1862_MARK LOGO: NGS   
 NA1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1862+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 NA1862
 NA1862  HISTORY     - Date     Condition        Report By
 NA1862  HISTORY     - 1981     MONUMENTED       NGS
 NA1862  HISTORY     - 20010822 GOOD             USPSQD
 NA1862
 NA1862                          STATION DESCRIPTION
 NA1862
 NA1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1862'2.4 KM (1.5 MI) NW FROM NELLISTON.
 NA1862'2.4 KILOMETERS (1.5 MILES) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1862'JUNCTION OF STATE HIGHWAY 80 SOUTH IN NELLISTON, TO THE MARK ON THE
 NA1862'LEFT, IN THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A BRIDGE OVER
 NA1862'A CREEK, 0.2 KILOMETER (0.10 MILE) NORTH FROM THE JUNCTION OF WAGNERS
 NA1862'HOLLOW ROAD, 7.17 METERS (23.5 FEET) WEST OF THE CENTER LINE OF THE
 NA1862'HIGHWAY, 0.48 METER (1.6 FEET) WEST OF THE WEST METAL RETAINING WALL
 NA1862'OF THE BRIDGE, 0.33 METER (1.1 FEET) SOUTHEAST OF THE NORTHWEST END OF
 NA1862'THE NORTHEAST ABUTMENT.
 NA1862'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
 NA1862'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NA1862
 NA1862                          STATION RECOVERY (2001)
 NA1862
 NA1862'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1612 ***********************************************************************
 OE1612  DESIGNATION -  C 446
 OE1612  PID         -  OE1612
 OE1612  STATE/COUNTY-  NY/HERKIMER
 OE1612  USGS QUAD   -  HERKIMER (1943)
 OE1612
 OE1612                         *CURRENT SURVEY CONTROL
 OE1612  ___________________________________________________________________
 OE1612* NAD 83(1986)-  43 01 22.     (N)    074 54 40.     (W)     SCALED    
 OE1612* NAVD 88     -       115.126  (meters)     377.71   (feet)  ADJUSTED  
 OE1612  ___________________________________________________________________
 OE1612  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 OE1612  DYNAMIC HT  -         115.094 (meters)     377.60  (feet)  COMP
 OE1612  MODELED GRAV-     980,342.6   (mgal)                       NAVD 88
 OE1612
 OE1612  VERT ORDER  -  FIRST     CLASS II
 OE1612
 OE1612.The horizontal coordinates were scaled from a topographic map and have
 OE1612.an estimated accuracy of +/- 6 seconds.
 OE1612
 OE1612.The orthometric height was determined by differential leveling
 OE1612.and adjusted by the National Geodetic Survey in June 1991..
 OE1612
 OE1612.The geoid height was determined by GEOID03.
 OE1612
 OE1612.The dynamic height is computed by dividing the NAVD 88
 OE1612.geopotential number by the normal gravity value computed on the
 OE1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1612.degrees latitude (g = 980.6199 gals.).
 OE1612
 OE1612.The modeled gravity was interpolated from observed gravity values.
 OE1612
 OE1612;                    North         East    Units  Estimated Accuracy
 OE1612;SPC NY E     -   465,280.      116,490.      MT  (+/- 180 meters Scaled)
 OE1612
 OE1612                          SUPERSEDED SURVEY CONTROL
 OE1612
 OE1612.No superseded survey control is available for this station.
 OE1612
 OE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN072633(NAD 83)
 OE1612_MARKER: I = METAL ROD
 OE1612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OE1612+WITH SETTING: INFORMATION.
 OE1612_SP_SET: SHALLOW SET METAL ROD
 OE1612_STAMPING: C 446 1981
 OE1612_MARK LOGO: NGS   
 OE1612_PROJECTION: FLUSH
 OE1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1612_ROD/PIPE-DEPTH: 2.4  meters
 OE1612
 OE1612  HISTORY     - Date     Condition        Report By
 OE1612  HISTORY     - 1981     MONUMENTED       NGS
 OE1612
 OE1612                          STATION DESCRIPTION
 OE1612
 OE1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OE1612'6.5 KM (4.05 MI) EAST FROM HERKIMER.
 OE1612'6.5 KILOMETERS (4.05 MILES) EAST ALONG STATE HIGHWAY 5 FROM THE
 OE1612'INTERSECTION OF MAIN STREET IN HERKIMER TO THE SALADA FOODS WAREHOUSE
 OE1612'AND THE MARK ON THE RIGHT AT THE NORTHWEST CORNER OF THE OFFICE
 OE1612'EXTENSION OF THE WAREHOUSE, ALSO 5.0 KILOMETERS (3.1 MILES) WEST ALONG
 OE1612'STATE HIGHWAY 5 FROM THE JUNCTION OF SOUTH ANN STREET IN LITTLE FALLS
 OE1612'TO THE MARK, 25.92 METERS (85.0 FEET) SOUTH OF THE CENTER OF THE
 OE1612'HIGHWAY, 10.99 METERS (35.9 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF
 OE1612'THE PAVED PARKING AREA, 0.55 METER (1.8 FEET) WEST OF THE NORTHWEST OF
 OE1612'THE OFFICE EXTENSION OF THE WAREHOUSE, NOTE-SEVERAL ATTEMPTS WERE MADE
 OE1612'TO DRIVE THE ROD, EMBEDDED AT 2.4 METERS.
 OE1612'THE MARK IS 0.20 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1839 ***********************************************************************
 NA1839  DESIGNATION -  C 447
 NA1839  PID         -  NA1839
 NA1839  STATE/COUNTY-  NY/MONTGOMERY
 NA1839  USGS QUAD   -  TRIBES HILL (1980)
 NA1839
 NA1839                         *CURRENT SURVEY CONTROL
 NA1839  ___________________________________________________________________
 NA1839* NAD 83(1986)-  42 57 26.     (N)    074 17 14.     (W)     SCALED    
 NA1839* NAVD 88     -       135.463  (meters)     444.43   (feet)  ADJUSTED  
 NA1839  ___________________________________________________________________
 NA1839  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NA1839  DYNAMIC HT  -         135.428 (meters)     444.32  (feet)  COMP
 NA1839  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 NA1839
 NA1839  VERT ORDER  -  FIRST     CLASS II
 NA1839
 NA1839.The horizontal coordinates were scaled from a topographic map and have
 NA1839.an estimated accuracy of +/- 6 seconds.
 NA1839
 NA1839.The orthometric height was determined by differential leveling
 NA1839.and adjusted by the National Geodetic Survey in June 1991..
 NA1839
 NA1839.The geoid height was determined by GEOID03.
 NA1839
 NA1839.The dynamic height is computed by dividing the NAVD 88
 NA1839.geopotential number by the normal gravity value computed on the
 NA1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1839.degrees latitude (g = 980.6199 gals.).
 NA1839
 NA1839.The modeled gravity was interpolated from observed gravity values.
 NA1839
 NA1839;                    North         East    Units  Estimated Accuracy
 NA1839;SPC NY E     -   457,940.      167,360.      MT  (+/- 180 meters Scaled)
 NA1839
 NA1839                          SUPERSEDED SURVEY CONTROL
 NA1839
 NA1839.No superseded survey control is available for this station.
 NA1839
 NA1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN581563(NAD 83)
 NA1839_MARKER: I = METAL ROD
 NA1839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1839_SP_SET: STAINLESS STEEL ROD
 NA1839_STAMPING: C 447 1981
 NA1839_MARK LOGO: NGS   
 NA1839_PROJECTION: FLUSH
 NA1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1839_ROD/PIPE-DEPTH: 10.7 meters
 NA1839
 NA1839  HISTORY     - Date     Condition        Report By
 NA1839  HISTORY     - 1981     MONUMENTED       NGS
 NA1839  HISTORY     - 19900801 MARK NOT FOUND   USGS
 NA1839  HISTORY     - 19990623 MARK NOT FOUND   USPSQD
 NA1839
 NA1839                          STATION DESCRIPTION
 NA1839
 NA1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1839'8.45 KM (5.25 MI) NW FROM AMSTERDAM.
 NA1839'8.45 KILOMETERS (5.25 MILES) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1839'JUNCTION OF STATE HIGHWAY 30 IN AMSTERDAM, TO THE JUNCTION OF STONERS
 NA1839'TRAIL ROAD AND THE MARK ON THE RIGHT, IN THE NORTH ANGLE OF THE
 NA1839'JUNCTION, ALSO 8.1 KILOMETERS (5.05 MILES) EAST ALONG STATE HIGHWAY 5
 NA1839'FROM THE JUNCTION OF STATE HIGHWAY 30A NORTH IN FONDA, 20.73 METERS
 NA1839'(68.0 FEET) NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 NA1839'HIGHWAY, 22.87 METERS (75.0 FEET) NORTHEAST OF THE CENTER OF STONERS
 NA1839'TRAIL ROAD, 15.25 METERS (50.0 FEET) SOUTH OF THE CENTER LINE OF
 NA1839'SACANDAGA ROAD, 1.92 METERS (6.3 FEET) WEST OF A LARGE METAL POLE
 NA1839'SUPPORTING THE TRAFFIC SIGNAL LIGHTS.
 NA1839'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NA1839
 NA1839                          STATION RECOVERY (1990)
 NA1839
 NA1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RBD)
 NA1839'MARK NOT FOUND.
 NA1839
 NA1839                          STATION RECOVERY (1999)
 NA1839
 NA1839'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2287 ***********************************************************************
 LY2287  DESIGNATION -  C 449
 LY2287  PID         -  LY2287
 LY2287  STATE/COUNTY-  NY/ORANGE
 LY2287  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2287
 LY2287                         *CURRENT SURVEY CONTROL
 LY2287  ___________________________________________________________________
 LY2287* NAD 83(1986)-  41 25 05.     (N)    074 44 03.     (W)     SCALED    
 LY2287* NAVD 88     -       211.714  (meters)     694.60   (feet)  ADJUSTED  
 LY2287  ___________________________________________________________________
 LY2287  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY2287  DYNAMIC HT  -         211.628 (meters)     694.32  (feet)  COMP
 LY2287  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 LY2287
 LY2287  VERT ORDER  -  FIRST     CLASS II
 LY2287
 LY2287.The horizontal coordinates were scaled from a topographic map and have
 LY2287.an estimated accuracy of +/- 6 seconds.
 LY2287
 LY2287.The orthometric height was determined by differential leveling
 LY2287.and adjusted by the National Geodetic Survey in June 1991..
 LY2287
 LY2287.The geoid height was determined by GEOID03.
 LY2287
 LY2287.The dynamic height is computed by dividing the NAVD 88
 LY2287.geopotential number by the normal gravity value computed on the
 LY2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2287.degrees latitude (g = 980.6199 gals.).
 LY2287
 LY2287.The modeled gravity was interpolated from observed gravity values.
 LY2287
 LY2287;                    North         East    Units  Estimated Accuracy
 LY2287;SPC NY E     -   287,000.      130,430.      MT  (+/- 180 meters Scaled)
 LY2287
 LY2287                          SUPERSEDED SURVEY CONTROL
 LY2287
 LY2287.No superseded survey control is available for this station.
 LY2287
 LY2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL222852(NAD 83)
 LY2287_MARKER: DB = BENCH MARK DISK
 LY2287_SETTING: 66 = SET IN ROCK OUTCROP
 LY2287_SP_SET: ROCK OUTCROP
 LY2287_STAMPING: C 449 1982
 LY2287_MARK LOGO: NGS   
 LY2287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2287+STABILITY: POSITION/ELEVATION WELL
 LY2287
 LY2287  HISTORY     - Date     Condition        Report By
 LY2287  HISTORY     - 1982     MONUMENTED       NGS
 LY2287
 LY2287                          STATION DESCRIPTION
 LY2287
 LY2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2287'1.7 KM (1.05 MI) NW FROM SPARROW BUSH.
 LY2287'1.7 KM (1.05 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2287'STATE HIGHWAY 42 IN SPARROW BUSH TO THE MARK ON THE RIGHT, SET IN THE
 LY2287'BASE OF A MASSIVE CUT OF BEDROCK, DIRECTLY ACROSS THE HIGHWAY FROM THE
 LY2287'SOUTH END OF A SCENIC OVERLOOK PARKING AREA, 5.09 METERS (16.7 FT)
 LY2287'EAST OF THE CENTER LINE OF THE HIGHWAY, 5.83 METERS (19.1 FT) NORTH OF
 LY2287'A HIGHWAY 97 ROUTE MARKER SIGN.
 LY2287'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 LY2287'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0972 ***********************************************************************
 LX0972  DESIGNATION -  C 45
 LX0972  PID         -  LX0972
 LX0972  STATE/COUNTY-  NY/WESTCHESTER
 LX0972  USGS QUAD   -  NYACK (1979)
 LX0972
 LX0972                         *CURRENT SURVEY CONTROL
 LX0972  ___________________________________________________________________
 LX0972* NAD 83(1986)-  41 00 42.     (N)    073 52 46.     (W)     SCALED    
 LX0972* NAVD 88     -         4.045  (meters)      13.27   (feet)  ADJUSTED  
 LX0972  ___________________________________________________________________
 LX0972  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LX0972  DYNAMIC HT  -           4.043 (meters)      13.26  (feet)  COMP
 LX0972  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 LX0972
 LX0972  VERT ORDER  -  FIRST     CLASS II
 LX0972
 LX0972.The horizontal coordinates were scaled from a topographic map and have
 LX0972.an estimated accuracy of +/- 6 seconds.
 LX0972
 LX0972.The orthometric height was determined by differential leveling
 LX0972.and adjusted by the National Geodetic Survey in June 1991..
 LX0972
 LX0972.The geoid height was determined by GEOID03.
 LX0972
 LX0972.The dynamic height is computed by dividing the NAVD 88
 LX0972.geopotential number by the normal gravity value computed on the
 LX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0972.degrees latitude (g = 980.6199 gals.).
 LX0972
 LX0972.The modeled gravity was interpolated from observed gravity values.
 LX0972
 LX0972;                    North         East    Units  Estimated Accuracy
 LX0972;SPC NY E     -   242,030.      202,200.      MT  (+/- 180 meters Scaled)
 LX0972
 LX0972                          SUPERSEDED SURVEY CONTROL
 LX0972
 LX0972  NGVD 29 (??/??/92)    4.347  (m)           14.26   (f) ADJ UNCH    1 2
 LX0972
 LX0972.Superseded values are not recommended for survey control.
 LX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0972.See file dsdata.txt to determine how the superseded data were derived.
 LX0972
 LX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL942406(NAD 83)
 LX0972_MARKER: DB = BENCH MARK DISK
 LX0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0972_SP_SET: OVERPASS ABUTMENT
 LX0972_STAMPING: C 45 1934
 LX0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0972
 LX0972  HISTORY     - Date     Condition        Report By
 LX0972  HISTORY     - 1934     MONUMENTED       CGS
 LX0972  HISTORY     - 1955     GOOD             NGS
 LX0972  HISTORY     - 1989     POOR             USPSQD
 LX0972
 LX0972                          STATION DESCRIPTION
 LX0972
 LX0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0972'AT DOBBS FERRY.
 LX0972'AT DOBBS FERRY, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 100
 LX0972'YARDS SOUTH OF THE STATION, SET VERTICALLY IN THE WEST FACE OF
 LX0972'STONE MASONRY ABUTMENT OF ROAD OVERPASS OVER THE TRACKS, IN
 LX0972'LINE WITH THE NORTH EDGE OF OVERPASS, ACROSS TRACKS FROM POWER
 LX0972'TRANSMISSION TOWER NO. 526, 5.1 FEET EAST OF EAST RAIL, AND ABOUT
 LX0972'4 FEET ABOVE THE LEVEL OF TRACKS.
 LX0972
 LX0972                          STATION RECOVERY (1989)
 LX0972
 LX0972'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX0972'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2314 ***********************************************************************
 LY2314  DESIGNATION -  C 450
 LY2314  PID         -  LY2314
 LY2314  STATE/COUNTY-  NY/SULLIVAN
 LY2314  USGS QUAD   -  SHOHOLA (1994)
 LY2314
 LY2314                         *CURRENT SURVEY CONTROL
 LY2314  ___________________________________________________________________
 LY2314* NAD 83(1986)-  41 28 42.     (N)    074 57 21.     (W)     SCALED    
 LY2314* NAVD 88     -       186.087  (meters)     610.52   (feet)  ADJUSTED  
 LY2314  ___________________________________________________________________
 LY2314  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LY2314  DYNAMIC HT  -         186.011 (meters)     610.27  (feet)  COMP
 LY2314  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 LY2314
 LY2314  VERT ORDER  -  FIRST     CLASS II
 LY2314
 LY2314.The horizontal coordinates were scaled from a topographic map and have
 LY2314.an estimated accuracy of +/- 6 seconds.
 LY2314
 LY2314.The orthometric height was determined by differential leveling
 LY2314.and adjusted by the National Geodetic Survey in June 1991..
 LY2314
 LY2314.The geoid height was determined by GEOID03.
 LY2314
 LY2314.The dynamic height is computed by dividing the NAVD 88
 LY2314.geopotential number by the normal gravity value computed on the
 LY2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2314.degrees latitude (g = 980.6199 gals.).
 LY2314
 LY2314.The modeled gravity was interpolated from observed gravity values.
 LY2314
 LY2314;                    North         East    Units  Estimated Accuracy
 LY2314;SPC NY E     -   293,770.      111,930.      MT  (+/- 180 meters Scaled)
 LY2314
 LY2314                          SUPERSEDED SURVEY CONTROL
 LY2314
 LY2314.No superseded survey control is available for this station.
 LY2314
 LY2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL036918(NAD 83)
 LY2314_MARKER: I = METAL ROD
 LY2314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2314_SP_SET: STAINLESS STEEL ROD
 LY2314_STAMPING: C 450 1982
 LY2314_MARK LOGO: NGS   
 LY2314_PROJECTION: FLUSH
 LY2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2314_ROD/PIPE-DEPTH: 3.0  meters
 LY2314
 LY2314  HISTORY     - Date     Condition        Report By
 LY2314  HISTORY     - 1982     MONUMENTED       NGS
 LY2314
 LY2314                          STATION DESCRIPTION
 LY2314
 LY2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2314'3.9 KM (2.4 MI) NW FROM BARRYVILLE.
 LY2314'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE
 LY2314'IN BARRYVILLE, TO THE MARK ON THE LEFT, NEAR AN ENTRANCE DRIVE LEADING
 LY2314'TO A ONE-STORY FRAME HOUSE, 14.20 METERS (46.6 FT) SOUTH OF THE CENTER
 LY2314'LINE OF THE HIGHWAY, 11.70 METERS (38.4 FT) WEST OF THE CENTER OF THE
 LY2314'ENTRANCE DRIVE, 1.45 METERS (4.8 FT) WEST OF A UTILITY POLE WITH
 LY2314'TRANSFORMER NUMBER 6889A-1.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LY2314'THE ROD, ROD WAS DRIVEN TO REFUSAL AND EMBEDDED AT 3.0 METERS.
 LY2314'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1901 ***********************************************************************
 NA1901  DESIGNATION -  C 451
 NA1901  PID         -  NA1901
 NA1901  STATE/COUNTY-  NY/DELAWARE
 NA1901  USGS QUAD   -  DEPOSIT (1965)
 NA1901
 NA1901                         *CURRENT SURVEY CONTROL
 NA1901  ___________________________________________________________________
 NA1901* NAD 83(1986)-  42 04 24.     (N)    075 24 34.     (W)     SCALED    
 NA1901* NAVD 88     -       319.253  (meters)    1047.42   (feet)  ADJUSTED  
 NA1901  ___________________________________________________________________
 NA1901  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NA1901  DYNAMIC HT  -         319.139 (meters)    1047.04  (feet)  COMP
 NA1901  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NA1901
 NA1901  VERT ORDER  -  FIRST     CLASS II
 NA1901
 NA1901.The horizontal coordinates were scaled from a topographic map and have
 NA1901.an estimated accuracy of +/- 6 seconds.
 NA1901
 NA1901.The orthometric height was determined by differential leveling
 NA1901.and adjusted by the National Geodetic Survey in June 1991..
 NA1901
 NA1901.The geoid height was determined by GEOID03.
 NA1901
 NA1901.The dynamic height is computed by dividing the NAVD 88
 NA1901.geopotential number by the normal gravity value computed on the
 NA1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1901.degrees latitude (g = 980.6199 gals.).
 NA1901
 NA1901.The modeled gravity was interpolated from observed gravity values.
 NA1901
 NA1901;                    North         East    Units  Estimated Accuracy
 NA1901;SPC NY E     -   360,150.       74,750.      MT  (+/- 180 meters Scaled)
 NA1901
 NA1901                          SUPERSEDED SURVEY CONTROL
 NA1901
 NA1901.No superseded survey control is available for this station.
 NA1901
 NA1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM661579(NAD 83)
 NA1901_MARKER: I = METAL ROD
 NA1901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1901_SP_SET: STAINLESS STEEL ROD
 NA1901_STAMPING: C 451 1982
 NA1901_MARK LOGO: NGS   
 NA1901_PROJECTION: FLUSH
 NA1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1901_ROD/PIPE-DEPTH: 4.6  meters
 NA1901
 NA1901  HISTORY     - Date     Condition        Report By
 NA1901  HISTORY     - 1982     MONUMENTED       NGS
 NA1901
 NA1901                          STATION DESCRIPTION
 NA1901
 NA1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1901'1.5 KM (0.95 MI) NE FROM DEPOSIT.
 NA1901'1.5 KM (0.95 MI) NORTHEAST ALONG STATE HIGHWAYS 8 AND 10 FROM THE
 NA1901'NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE WEST BRANCH OF THE
 NA1901'DELAWARE RIVER IN DEPOSIT, TO THE JUNCTION OF COUNTY ROAD 19 AND THE
 NA1901'MARK ON THE RIGHT, 4.58 METERS (15.0 FT) SOUTHEAST OF THE CENTER LINE
 NA1901'OF THE HIGHWAY AND IN LINE WITH THE EXTENDED CENTER LINE OF COUNTY
 NA1901'ROAD 19, 10.40 METERS (34.1 FT) SOUTHWEST OF UTILITY POLE WITH LINES
 NA1901'CROSSING THE HIGHWAY, 0.46 METER (1.5 FT) SOUTHEAST OF THE SOUTHEAST
 NA1901'EDGE OF A METAL GUARDRAIL.
 NA1901'THE MARK IS 0.37 METERS  SW FROM A WITNESS POST.
 NA1901'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1928 ***********************************************************************
 NA1928  DESIGNATION -  C 452
 NA1928  PID         -  NA1928
 NA1928  STATE/COUNTY-  NY/DELAWARE
 NA1928  USGS QUAD   -  SIDNEY (1982)
 NA1928
 NA1928                         *CURRENT SURVEY CONTROL
 NA1928  ___________________________________________________________________
 NA1928* NAD 83(1986)-  42 15 51.     (N)    075 23 52.     (W)     SCALED    
 NA1928* NAVD 88     -       431.079  (meters)    1414.30   (feet)  ADJUSTED  
 NA1928  ___________________________________________________________________
 NA1928  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 NA1928  DYNAMIC HT  -         430.923 (meters)    1413.79  (feet)  COMP
 NA1928  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 NA1928
 NA1928  VERT ORDER  -  FIRST     CLASS II
 NA1928
 NA1928.The horizontal coordinates were scaled from a topographic map and have
 NA1928.an estimated accuracy of +/- 6 seconds.
 NA1928
 NA1928.The orthometric height was determined by differential leveling
 NA1928.and adjusted by the National Geodetic Survey in June 1991..
 NA1928
 NA1928.The geoid height was determined by GEOID03.
 NA1928
 NA1928.The dynamic height is computed by dividing the NAVD 88
 NA1928.geopotential number by the normal gravity value computed on the
 NA1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1928.degrees latitude (g = 980.6199 gals.).
 NA1928
 NA1928.The modeled gravity was interpolated from observed gravity values.
 NA1928
 NA1928;                    North         East    Units  Estimated Accuracy
 NA1928;SPC NY E     -   381,330.       75,930.      MT  (+/- 180 meters Scaled)
 NA1928
 NA1928                          SUPERSEDED SURVEY CONTROL
 NA1928
 NA1928.No superseded survey control is available for this station.
 NA1928
 NA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM671791(NAD 83)
 NA1928_MARKER: I = METAL ROD
 NA1928_SETTING: 66 = SET IN ROCK OUTCROP
 NA1928_SP_SET: ROCK OUTCROP
 NA1928_STAMPING: C 452 1982
 NA1928_MARK LOGO: NGS   
 NA1928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1928+STABILITY: POSITION/ELEVATION WELL
 NA1928
 NA1928  HISTORY     - Date     Condition        Report By
 NA1928  HISTORY     - 1982     MONUMENTED       NGS
 NA1928
 NA1928                          STATION DESCRIPTION
 NA1928
 NA1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1928'3.8 KM (2.35 MI) NW FROM MASONVILLE.
 NA1928'3.8 KM (2.35 MI) NORTHWEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1928'STATE HIGHWAY 206 IN MASONVILLE TO THE NORTH END OF A ROCK LEDGE AND
 NA1928'THE MARK ON THE LEFT, SET HORIZONTALLY IN THE FIRST TIER OF THE LEDGE
 NA1928'ABOUT 4 FT ABOVE THE BASE OF THE LEDGE, 47.85 METERS (157.0 FT)
 NA1928'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.28 METERS (4.2 FT)
 NA1928'NORTHEAST OF A 6-INCH MAPLE TREE WITH A 3-INCH TRIANGLE BLAZE,
 NA1928'0.31 METER (1.0 FT) NORTH OF THE SOUTH EDGE OF THE TIER.
 NA1928'THE MARK IS 1.24 METERS  NW FROM A WITNESS POST.
 NA1928'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1975 ***********************************************************************
 NA1975  DESIGNATION -  C 453
 NA1975  PID         -  NA1975
 NA1975  STATE/COUNTY-  NY/MADISON
 NA1975  USGS QUAD   -  BROOKFIELD (1943)
 NA1975
 NA1975                         *CURRENT SURVEY CONTROL
 NA1975  ___________________________________________________________________
 NA1975* NAD 83(1986)-  42 48 45.     (N)    075 15 11.     (W)     SCALED    
 NA1975* NAVD 88     -       354.141  (meters)    1161.88   (feet)  ADJUSTED  
 NA1975  ___________________________________________________________________
 NA1975  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NA1975  DYNAMIC HT  -         354.031 (meters)    1161.52  (feet)  COMP
 NA1975  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 NA1975
 NA1975  VERT ORDER  -  FIRST     CLASS II
 NA1975
 NA1975.The horizontal coordinates were scaled from a topographic map and have
 NA1975.an estimated accuracy of +/- 6 seconds.
 NA1975
 NA1975.The orthometric height was determined by differential leveling
 NA1975.and adjusted by the National Geodetic Survey in June 1991..
 NA1975
 NA1975.The geoid height was determined by GEOID03.
 NA1975
 NA1975.The dynamic height is computed by dividing the NAVD 88
 NA1975.geopotential number by the normal gravity value computed on the
 NA1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1975.degrees latitude (g = 980.6199 gals.).
 NA1975
 NA1975.The modeled gravity was interpolated from observed gravity values.
 NA1975
 NA1975;                    North         East    Units  Estimated Accuracy
 NA1975;SPC NY C     -   313,200.      358,800.      MT  (+/- 180 meters Scaled)
 NA1975
 NA1975                          SUPERSEDED SURVEY CONTROL
 NA1975
 NA1975.No superseded survey control is available for this station.
 NA1975
 NA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN793400(NAD 83)
 NA1975_MARKER: I = METAL ROD
 NA1975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NA1975_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NA1975_STAMPING: C 453 1982
 NA1975_MARK LOGO: NGS   
 NA1975_PROJECTION: FLUSH
 NA1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1975+STABILITY: POSITION/ELEVATION WELL
 NA1975_ROD/PIPE-DEPTH: 15.2 meters
 NA1975_SLEEVE-DEPTH  : 6.1 meters
 NA1975
 NA1975  HISTORY     - Date     Condition        Report By
 NA1975  HISTORY     - 1982     MONUMENTED       NGS
 NA1975
 NA1975                          STATION DESCRIPTION
 NA1975
 NA1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1975'IN LEONARDSVILLE.
 NA1975'IN LEONARDSVILLE, AT THE LEONARDSVILLE ELEMENTARY SCHOOL ON STATE
 NA1975'HIGHWAY 8, 0.3 KM (0.2 MI) NORTH OF THE POST OFFICE, IN THE FRONT LAWN
 NA1975'OF THE SCHOOL ON THE WEST SIDE OF THE FLAGPOLE, 13.41 METERS
 NA1975'(44.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 10.97 METERS
 NA1975'(36.0 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO THE MAIN
 NA1975'ENTRANCE OF THE SCHOOL, 0.61 METER (2.0 FT) WEST OF THE WEST FACE OF
 NA1975'THE CONCRETE FOUNDATION OF THE FLAGPOLE.
 NA1975'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2340 ***********************************************************************
 LY2340  DESIGNATION -  C 454
 LY2340  PID         -  LY2340
 LY2340  STATE/COUNTY-  NY/SULLIVAN
 LY2340  USGS QUAD   -  DAMASCUS (1993)
 LY2340
 LY2340                         *CURRENT SURVEY CONTROL
 LY2340  ___________________________________________________________________
 LY2340* NAD 83(1986)-  41 38 44.     (N)    075 02 39.     (W)     SCALED    
 LY2340* NAVD 88     -       269.532  (meters)     884.29   (feet)  ADJUSTED  
 LY2340  ___________________________________________________________________
 LY2340  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LY2340  DYNAMIC HT  -         269.427 (meters)     883.95  (feet)  COMP
 LY2340  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 LY2340
 LY2340  VERT ORDER  -  FIRST     CLASS II
 LY2340
 LY2340.The horizontal coordinates were scaled from a topographic map and have
 LY2340.an estimated accuracy of +/- 6 seconds.
 LY2340
 LY2340.The orthometric height was determined by differential leveling
 LY2340.and adjusted by the National Geodetic Survey in June 1991..
 LY2340
 LY2340.The geoid height was determined by GEOID03.
 LY2340
 LY2340.The dynamic height is computed by dividing the NAVD 88
 LY2340.geopotential number by the normal gravity value computed on the
 LY2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2340.degrees latitude (g = 980.6199 gals.).
 LY2340
 LY2340.The modeled gravity was interpolated from observed gravity values.
 LY2340
 LY2340;                    North         East    Units  Estimated Accuracy
 LY2340;SPC NY E     -   312,380.      104,670.      MT  (+/- 180 meters Scaled)
 LY2340
 LY2340                          SUPERSEDED SURVEY CONTROL
 LY2340
 LY2340.No superseded survey control is available for this station.
 LY2340
 LY2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM963104(NAD 83)
 LY2340_MARKER: I = METAL ROD
 LY2340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2340_SP_SET: STAINLESS STEEL ROD
 LY2340_STAMPING: C 454 1982
 LY2340_MARK LOGO: NGS   
 LY2340_PROJECTION: FLUSH
 LY2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2340_ROD/PIPE-DEPTH: 2.4  meters
 LY2340
 LY2340  HISTORY     - Date     Condition        Report By
 LY2340  HISTORY     - 1982     MONUMENTED       NGS
 LY2340  HISTORY     - 1988     GOOD             USPSQD
 LY2340  HISTORY     - 1989     GOOD             USPSQD
 LY2340
 LY2340                          STATION DESCRIPTION
 LY2340
 LY2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2340'7.65 KM (4.75 MI) NORTH FROM HUNTS CORNER.
 LY2340'7.65 KM (4.75 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2340'STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE LEFT, AT THE
 LY2340'SOUTH END OF A STEEL CABLE GUARDRAIL, 7.80 METERS (25.6 FT) WEST OF
 LY2340'THE CENTER LINE OF THE HIGHWAY, 2.75 METERS (9.0 FT) NORTH-NORTHWEST
 LY2340'OF THE SOUTH END OF THE GUARDRAIL, 1.55 METERS (5.1 FT) WEST OF THE
 LY2340'GUARDRAIL, 0.83 METER (2.7 FT) SOUTH OF UTILITY POLE NUMBER 65.
 LY2340'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 LY2340'REFUSAL AND EMBEDDED AT 2.4 METERS.
 LY2340'THE MARK IS 0.83 METERS  S FROM A WITNESS POST.
 LY2340'THE MARK IS 0.30 M BELOW HIGHWAY.
 LY2340
 LY2340                          STATION RECOVERY (1988)
 LY2340
 LY2340'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY2340'RECOVERED IN GOOD CONDITION.
 LY2340
 LY2340                          STATION RECOVERY (1989)
 LY2340
 LY2340'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2359 ***********************************************************************
 LY2359  DESIGNATION -  C 455
 LY2359  PID         -  LY2359
 LY2359  STATE/COUNTY-  NY/SULLIVAN
 LY2359  USGS QUAD   -  CALLICOON (1992)
 LY2359
 LY2359                         *CURRENT SURVEY CONTROL
 LY2359  ___________________________________________________________________
 LY2359* NAD 83(1986)-  41 46 39.     (N)    075 04 06.     (W)     SCALED    
 LY2359* NAVD 88     -       350.836  (meters)    1151.03   (feet)  ADJUSTED  
 LY2359  ___________________________________________________________________
 LY2359  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LY2359  DYNAMIC HT  -         350.713 (meters)    1150.63  (feet)  COMP
 LY2359  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 LY2359
 LY2359  VERT ORDER  -  FIRST     CLASS II
 LY2359
 LY2359.The horizontal coordinates were scaled from a topographic map and have
 LY2359.an estimated accuracy of +/- 6 seconds.
 LY2359
 LY2359.The orthometric height was determined by differential leveling
 LY2359.and adjusted by the National Geodetic Survey in June 1991..
 LY2359
 LY2359.The geoid height was determined by GEOID03.
 LY2359
 LY2359.The dynamic height is computed by dividing the NAVD 88
 LY2359.geopotential number by the normal gravity value computed on the
 LY2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2359.degrees latitude (g = 980.6199 gals.).
 LY2359
 LY2359.The modeled gravity was interpolated from observed gravity values.
 LY2359
 LY2359;                    North         East    Units  Estimated Accuracy
 LY2359;SPC NY E     -   327,050.      102,750.      MT  (+/- 180 meters Scaled)
 LY2359
 LY2359                          SUPERSEDED SURVEY CONTROL
 LY2359
 LY2359.No superseded survey control is available for this station.
 LY2359
 LY2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM943250(NAD 83)
 LY2359_MARKER: DB = BENCH MARK DISK
 LY2359_SETTING: 66 = SET IN ROCK OUTCROP
 LY2359_SP_SET: ROCK OUTCROP
 LY2359_STAMPING: C 455 1982
 LY2359_MARK LOGO: NGS   
 LY2359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2359+STABILITY: POSITION/ELEVATION WELL
 LY2359
 LY2359  HISTORY     - Date     Condition        Report By
 LY2359  HISTORY     - 1982     MONUMENTED       NGS
 LY2359
 LY2359                          STATION DESCRIPTION
 LY2359
 LY2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2359'1.9 KM (1.2 MI) NW FROM CALLICOON.
 LY2359'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2359'STATE HIGHWAY 17B IN CALLICOON, TO THE MARK ON THE RIGHT, SET
 LY2359'VERTICALLY IN A ROCKCUT, 6.20 METERS (20.3 FT) EAST OF THE CENTER LINE
 LY2359'OF THE HIGHWAY, 14.60 METERS (47.9 FT) NORTHEAST OF A HIGHWAY SIGN
 LY2359'READING (HILL-TRUCKS USE LOWER GEAR).
 LY2359'THE MARK IS 2.87 METERS  NW FROM A WITNESS POST.
 LY2359'THE MARK IS 0.90 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2383 ***********************************************************************
 LY2383  DESIGNATION -  C 456
 LY2383  PID         -  LY2383
 LY2383  STATE/COUNTY-  NY/DELAWARE
 LY2383  USGS QUAD   -  FISHS EDDY (1982)
 LY2383
 LY2383                         *CURRENT SURVEY CONTROL
 LY2383  ___________________________________________________________________
 LY2383* NAD 83(1986)-  41 55 13.     (N)    075 12 08.     (W)     SCALED    
 LY2383* NAVD 88     -       495.120  (meters)    1624.41   (feet)  ADJUSTED  
 LY2383  ___________________________________________________________________
 LY2383  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LY2383  DYNAMIC HT  -         494.940 (meters)    1623.82  (feet)  COMP
 LY2383  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 LY2383
 LY2383  VERT ORDER  -  FIRST     CLASS II
 LY2383
 LY2383.The horizontal coordinates were scaled from a topographic map and have
 LY2383.an estimated accuracy of +/- 6 seconds.
 LY2383
 LY2383.The orthometric height was determined by differential leveling
 LY2383.and adjusted by the National Geodetic Survey in June 1991..
 LY2383
 LY2383.The geoid height was determined by GEOID03.
 LY2383
 LY2383.The dynamic height is computed by dividing the NAVD 88
 LY2383.geopotential number by the normal gravity value computed on the
 LY2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2383.degrees latitude (g = 980.6199 gals.).
 LY2383
 LY2383.The modeled gravity was interpolated from observed gravity values.
 LY2383
 LY2383;                    North         East    Units  Estimated Accuracy
 LY2383;SPC NY E     -   342,980.       91,750.      MT  (+/- 180 meters Scaled)
 LY2383
 LY2383                          SUPERSEDED SURVEY CONTROL
 LY2383
 LY2383.No superseded survey control is available for this station.
 LY2383
 LY2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM832409(NAD 83)
 LY2383_MARKER: DB = BENCH MARK DISK
 LY2383_SETTING: 66 = SET IN ROCK OUTCROP
 LY2383_SP_SET: ROCK OUTCROP
 LY2383_STAMPING: C 456 1982
 LY2383_MARK LOGO: NGS   
 LY2383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2383+STABILITY: POSITION/ELEVATION WELL
 LY2383
 LY2383  HISTORY     - Date     Condition        Report By
 LY2383  HISTORY     - 1982     MONUMENTED       NGS
 LY2383
 LY2383                          STATION DESCRIPTION
 LY2383
 LY2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2383'11.65 KM (7.25 MI) SE FROM HANCOCK.
 LY2383'11.65 KM (7.25 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 LY2383'OF STATE HIGHWAY 191 IN HANCOCK, TO THE MARK ON THE LEFT, 0.16 KM
 LY2383'(0.10 MI) WEST OF THE JUNCTION OF BAUDENISTLE BROOK ROAD, 8.10 METERS
 LY2383'(26.5 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37.20 METERS
 LY2383'(122.0 FT) EAST OF MI MARKER NUMBER 97-9302-1079.
 LY2383'THE MARK IS 0.23 METERS  E FROM A WITNESS POST.
 LY2383'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1877 ***********************************************************************
 NA1877  DESIGNATION -  C 457
 NA1877  PID         -  NA1877
 NA1877  STATE/COUNTY-  NY/BROOME
 NA1877  USGS QUAD   -  GULF SUMMIT (1952)
 NA1877
 NA1877                         *CURRENT SURVEY CONTROL
 NA1877  ___________________________________________________________________
 NA1877* NAD 83(1986)-  42 01 20.     (N)    075 31 51.     (W)     SCALED    
 NA1877* NAVD 88     -       422.948  (meters)    1387.62   (feet)  ADJUSTED  
 NA1877  ___________________________________________________________________
 NA1877  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NA1877  DYNAMIC HT  -         422.793 (meters)    1387.11  (feet)  COMP
 NA1877  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 NA1877
 NA1877  VERT ORDER  -  FIRST     CLASS II
 NA1877
 NA1877.The horizontal coordinates were scaled from a topographic map and have
 NA1877.an estimated accuracy of +/- 6 seconds.
 NA1877
 NA1877.The orthometric height was determined by differential leveling
 NA1877.and adjusted by the National Geodetic Survey in June 1991..
 NA1877
 NA1877.The geoid height was determined by GEOID03.
 NA1877
 NA1877.The dynamic height is computed by dividing the NAVD 88
 NA1877.geopotential number by the normal gravity value computed on the
 NA1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1877.degrees latitude (g = 980.6199 gals.).
 NA1877
 NA1877.The modeled gravity was interpolated from observed gravity values.
 NA1877
 NA1877;                    North         East    Units  Estimated Accuracy
 NA1877;SPC NY E     -   354,580.       64,630.      MT  (+/- 180 meters Scaled)
 NA1877
 NA1877                          SUPERSEDED SURVEY CONTROL
 NA1877
 NA1877.No superseded survey control is available for this station.
 NA1877
 NA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM560523(NAD 83)
 NA1877_MARKER: I = METAL ROD
 NA1877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1877_SP_SET: STAINLESS STEEL ROD
 NA1877_STAMPING: C 457 1982
 NA1877_MARK LOGO: NGS   
 NA1877_PROJECTION: FLUSH
 NA1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1877_ROD/PIPE-DEPTH: 4.8  meters
 NA1877
 NA1877  HISTORY     - Date     Condition        Report By
 NA1877  HISTORY     - 1982     MONUMENTED       NGS
 NA1877
 NA1877                          STATION DESCRIPTION
 NA1877
 NA1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1877'12.3 KM (7.65 MI) SW FROM DEPOSIT.
 NA1877'7.3 KM (4.55 MI) WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 NA1877'STATE HIGHWAY 10 IN DEPOSIT, THENCE 0.25 KM (0.15 MI) SOUTH ALONG
 NA1877'STATE HIGHWAY 41, THENCE 3.3 KM (2.05 MI) SOUTHWEST ALONG STATE
 NA1877'HIGHWAY (OLD 17), THENCE 1.35 KM (0.85 MI) SOUTH ALONG GULF SUMMIT
 NA1877'ROAD, TO THE MARK ON THE LEFT, ALSO 1.6 KM (1.0 MI) NORTH ALONG MAIN
 NA1877'STREET FROM THE JUNCTION OF PA STATE HIGHWAY 171 IN LANESBORO, THENCE
 NA1877'9.25 KM (5.75 MI) NORTHEAST ALONG VINEGAR HILL ROAD TO THE MARK ON THE
 NA1877'RIGHT, AT THE JUNCTION OF GULF SUMMIT ROAD, 5.55 METERS (18.2 FT)
 NA1877'SOUTHEAST OF THE CENTER OF VINEGAR HILL ROAD, 0.80 METER (2.6 FT)
 NA1877'NORTHEAST OF A UTILITY POLE WITH ANGLE D BRACE NUMBER 11, 4.45 METERS
 NA1877'(14.5 FT) NORTH OF A 20-INCH MAPLE TREE.
 NA1877'THE MARK IS 0.50 METERS  SW FROM A WITNESS POST.
 NA1877'THE MARK IS 0.15 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1565 ***********************************************************************
 NB1565  DESIGNATION -  C 458
 NB1565  PID         -  NB1565
 NB1565  STATE/COUNTY-  NY/TIOGA
 NB1565  USGS QUAD   -  APALACHIN (1969)
 NB1565
 NB1565                         *CURRENT SURVEY CONTROL
 NB1565  ___________________________________________________________________
 NB1565* NAD 83(1986)-  42 03 54.     (N)    076 07 57.     (W)     SCALED    
 NB1565* NAVD 88     -       273.667  (meters)     897.86   (feet)  ADJUSTED  
 NB1565  ___________________________________________________________________
 NB1565  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 NB1565  DYNAMIC HT  -         273.562 (meters)     897.51  (feet)  COMP
 NB1565  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 NB1565
 NB1565  VERT ORDER  -  FIRST     CLASS II
 NB1565
 NB1565.The horizontal coordinates were scaled from a topographic map and have
 NB1565.an estimated accuracy of +/- 6 seconds.
 NB1565
 NB1565.The orthometric height was determined by differential leveling
 NB1565.and adjusted by the National Geodetic Survey in June 1991..
 NB1565
 NB1565.The geoid height was determined by GEOID03.
 NB1565
 NB1565.The dynamic height is computed by dividing the NAVD 88
 NB1565.geopotential number by the normal gravity value computed on the
 NB1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1565.degrees latitude (g = 980.6199 gals.).
 NB1565
 NB1565.The modeled gravity was interpolated from observed gravity values.
 NB1565
 NB1565;                    North         East    Units  Estimated Accuracy
 NB1565;SPC NY C     -   229,410.      287,310.      MT  (+/- 180 meters Scaled)
 NB1565
 NB1565                          SUPERSEDED SURVEY CONTROL
 NB1565
 NB1565.No superseded survey control is available for this station.
 NB1565
 NB1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM063576(NAD 83)
 NB1565_MARKER: I = METAL ROD
 NB1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1565_SP_SET: STAINLESS STEEL ROD
 NB1565_STAMPING: C 458 1982
 NB1565_MARK LOGO: NGS   
 NB1565_PROJECTION: FLUSH
 NB1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1565+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 NB1565_ROD/PIPE-DEPTH: 4.8  meters
 NB1565
 NB1565  HISTORY     - Date     Condition        Report By
 NB1565  HISTORY     - 1982     MONUMENTED       NGS
 NB1565  HISTORY     - 20010416 GOOD             NYDT
 NB1565  HISTORY     - 20060809 GOOD             INDIV
 NB1565
 NB1565                          STATION DESCRIPTION
 NB1565
 NB1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1565'6.9 KM (4.3 MI) WNW FROM ENDICOTT.
 NB1565'6.9 KM (4.3 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 17C FROM THE
 NB1565'JUNCTION OF STATE HIGHWAY 26 IN ENDICOTT, TO THE MARK ON THE LEFT,
 NB1565'8.83 METERS (29.0 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.17
 NB1565'METERS (13.7 FT) WEST-SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE
 NB1565'FOUNDATION FOR THE WEST END OF A 3-STRAND CABLE GUARDRAIL, 1.43 METERS
 NB1565'(4.7 FT) WEST OF POWER POLE NUMBER 9-3787-12 WITH 4 GUY WIRES AND A
 NB1565'TRANSFORMER.
 NB1565'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 NB1565'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NB1565
 NB1565                          STATION RECOVERY (2001)
 NB1565
 NB1565'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (PAF)
 NB1565'RECOVERED IN GOOD CONDITION.
 NB1565
 NB1565                          STATION RECOVERY (2006)
 NB1565
 NB1565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLC)
 NB1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1591 ***********************************************************************
 NB1591  DESIGNATION -  C 459
 NB1591  PID         -  NB1591
 NB1591  STATE/COUNTY-  NY/CHEMUNG
 NB1591  USGS QUAD   -  WELLSBURG (1969)
 NB1591
 NB1591                         *CURRENT SURVEY CONTROL
 NB1591  ___________________________________________________________________
 NB1591* NAD 83(1986)-  42 00 55.     (N)    076 41 48.     (W)     SCALED    
 NB1591* NAVD 88     -       264.628  (meters)     868.20   (feet)  ADJUSTED  
 NB1591  ___________________________________________________________________
 NB1591  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NB1591  DYNAMIC HT  -         264.517 (meters)     867.84  (feet)  COMP
 NB1591  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 NB1591
 NB1591  VERT ORDER  -  FIRST     CLASS II
 NB1591
 NB1591.The horizontal coordinates were scaled from a topographic map and have
 NB1591.an estimated accuracy of +/- 6 seconds.
 NB1591
 NB1591.The orthometric height was determined by differential leveling
 NB1591.and adjusted by the National Geodetic Survey in June 1991..
 NB1591
 NB1591.The geoid height was determined by GEOID03.
 NB1591
 NB1591.The dynamic height is computed by dividing the NAVD 88
 NB1591.geopotential number by the normal gravity value computed on the
 NB1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1591.degrees latitude (g = 980.6199 gals.).
 NB1591
 NB1591.The modeled gravity was interpolated from observed gravity values.
 NB1591
 NB1591;                    North         East    Units  Estimated Accuracy
 NB1591;SPC NY C     -   223,800.      240,610.      MT  (+/- 180 meters Scaled)
 NB1591
 NB1591                          SUPERSEDED SURVEY CONTROL
 NB1591
 NB1591.No superseded survey control is available for this station.
 NB1591
 NB1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM595528(NAD 83)
 NB1591_MARKER: I = METAL ROD
 NB1591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1591_SP_SET: STAINLESS STEEL ROD
 NB1591_STAMPING: C 459 1982
 NB1591_MARK LOGO: NGS   
 NB1591_PROJECTION: FLUSH
 NB1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1591_ROD/PIPE-DEPTH: 9.7  meters
 NB1591
 NB1591  HISTORY     - Date     Condition        Report By
 NB1591  HISTORY     - 1982     MONUMENTED       NGS
 NB1591  HISTORY     - 1988     GOOD             USPSQD
 NB1591  HISTORY     - 1990     GOOD             USPSQD
 NB1591  HISTORY     - 19940928 GOOD             USPSQD
 NB1591
 NB1591                          STATION DESCRIPTION
 NB1591
 NB1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1591'2.9 KM (1.8 MI) EAST FROM WELLSBURG.
 NB1591'2.9 KM (1.8 MI) EAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 NB1591'STATE HIGHWAY 367 S IN WELLSBURG, TO THE MARK ON THE LEFT, 8.50 METERS
 NB1591'(27.9 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 20.85 METERS (68.4
 NB1591'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME GARAGE, 14.80 METERS
 NB1591'(48.6 FT) WEST OF THE CENTER OF A PAVED DRIVE LEADING TO THE GARAGE,
 NB1591'0.45 METER (1.5 FT) SOUTH OF UTILITY POLE NUMBER 74 4.
 NB1591'THE MARK IS 0.60 M BELOW HIGHWAY.
 NB1591
 NB1591                          STATION RECOVERY (1988)
 NB1591
 NB1591'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1591'RECOVERED IN GOOD CONDITION.
 NB1591
 NB1591                          STATION RECOVERY (1990)
 NB1591
 NB1591'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1591'RECOVERED IN GOOD CONDITION.
 NB1591
 NB1591                          STATION RECOVERY (1994)
 NB1591
 NB1591'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0595 ***********************************************************************
 MZ0595  DESIGNATION -  C 46
 MZ0595  PID         -  MZ0595
 MZ0595  STATE/COUNTY-  NY/COLUMBIA
 MZ0595  USGS QUAD   -  CEMENTON (1980)
 MZ0595
 MZ0595                         *CURRENT SURVEY CONTROL
 MZ0595  ___________________________________________________________________
 MZ0595* NAD 83(1986)-  42 09 29.     (N)    073 53 08.     (W)     SCALED    
 MZ0595* NAVD 88     -         3.434  (meters)      11.27   (feet)  ADJUSTED  
 MZ0595  ___________________________________________________________________
 MZ0595  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0595  DYNAMIC HT  -           3.432 (meters)      11.26  (feet)  COMP
 MZ0595  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 MZ0595
 MZ0595  VERT ORDER  -  FIRST     CLASS II
 MZ0595
 MZ0595.The horizontal coordinates were scaled from a topographic map and have
 MZ0595.an estimated accuracy of +/- 6 seconds.
 MZ0595
 MZ0595.The orthometric height was determined by differential leveling
 MZ0595.and adjusted by the National Geodetic Survey in June 1991..
 MZ0595
 MZ0595.The geoid height was determined by GEOID03.
 MZ0595
 MZ0595.The dynamic height is computed by dividing the NAVD 88
 MZ0595.geopotential number by the normal gravity value computed on the
 MZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0595.degrees latitude (g = 980.6199 gals.).
 MZ0595
 MZ0595.The modeled gravity was interpolated from observed gravity values.
 MZ0595
 MZ0595;                    North         East    Units  Estimated Accuracy
 MZ0595;SPC NY E     -   369,340.      200,780.      MT  (+/- 180 meters Scaled)
 MZ0595
 MZ0595                          SUPERSEDED SURVEY CONTROL
 MZ0595
 MZ0595  NGVD 29 (??/??/92)    3.669  (m)           12.04   (f) ADJ UNCH    1 2
 MZ0595
 MZ0595.Superseded values are not recommended for survey control.
 MZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0595.See file dsdata.txt to determine how the superseded data were derived.
 MZ0595
 MZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM920679(NAD 83)
 MZ0595_MARKER: DB = BENCH MARK DISK
 MZ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0595_STAMPING: C 46 1934
 MZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0595+STABILITY: SURFACE MOTION
 MZ0595
 MZ0595  HISTORY     - Date     Condition        Report By
 MZ0595  HISTORY     - 1934     MONUMENTED       CGS
 MZ0595  HISTORY     - 1955     GOOD             NGS
 MZ0595
 MZ0595                          STATION DESCRIPTION
 MZ0595
 MZ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0595'1.75 MI N FROM GERMANTOWN.
 MZ0595'ABOUT 1.75 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0595'STATION AT GERMANTOWN, AT NORTH GERMANTOWN, 39 FEET SOUTHEAST OF
 MZ0595'SOUTHEAST RAIL OF SOUTHEAST TRACK, 72 FEET EAST-NORTHEAST AND ACROSS A
 MZ0595'ROAD FROM THE EAST CORNER OF FLAG STATION, 51 FEET EAST OF CENTER OF
 MZ0595'CROSSING OF A ROAD AND SOUTHEAST TRACK, 17 FEET NORTHEAST OF CENTER
 MZ0595'LINE OF ROAD, 21 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 106/8,
 MZ0595'ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 MZ0595'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1648 ***********************************************************************
 OE1648  DESIGNATION -  C 460
 OE1648  PID         -  OE1648
 OE1648  STATE/COUNTY-  NY/ONEIDA
 OE1648  USGS QUAD   -  UTICA WEST (1955)
 OE1648
 OE1648                         *CURRENT SURVEY CONTROL
 OE1648  ___________________________________________________________________
 OE1648* NAD 83(1986)-  43 04 59.     (N)    075 16 08.     (W)     SCALED    
 OE1648* NAVD 88     -       160.364  (meters)     526.13   (feet)  ADJUSTED  
 OE1648  ___________________________________________________________________
 OE1648  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 OE1648  DYNAMIC HT  -         160.322 (meters)     525.99  (feet)  COMP
 OE1648  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 OE1648
 OE1648  VERT ORDER  -  FIRST     CLASS II
 OE1648
 OE1648.The horizontal coordinates were scaled from a topographic map and have
 OE1648.an estimated accuracy of +/- 6 seconds.
 OE1648
 OE1648.The orthometric height was determined by differential leveling
 OE1648.and adjusted by the National Geodetic Survey in June 1991..
 OE1648
 OE1648.The geoid height was determined by GEOID03.
 OE1648
 OE1648.The dynamic height is computed by dividing the NAVD 88
 OE1648.geopotential number by the normal gravity value computed on the
 OE1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1648.degrees latitude (g = 980.6199 gals.).
 OE1648
 OE1648.The modeled gravity was interpolated from observed gravity values.
 OE1648
 OE1648;                    North         East    Units  Estimated Accuracy
 OE1648;SPC NY C     -   343,240.      357,030.      MT  (+/- 180 meters Scaled)
 OE1648
 OE1648                          SUPERSEDED SURVEY CONTROL
 OE1648
 OE1648.No superseded survey control is available for this station.
 OE1648
 OE1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN781700(NAD 83)
 OE1648_MARKER: I = METAL ROD
 OE1648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1648_SP_SET: STAINLESS STEEL ROD
 OE1648_STAMPING: C 460 1982
 OE1648_MARK LOGO: NGS   
 OE1648_PROJECTION: FLUSH
 OE1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1648_ROD/PIPE-DEPTH: 3.4  meters
 OE1648
 OE1648  HISTORY     - Date     Condition        Report By
 OE1648  HISTORY     - 1982     MONUMENTED       NGS
 OE1648
 OE1648                          STATION DESCRIPTION
 OE1648
 OE1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1648'IN UTICA.
 OE1648'IN UTICA, ALONG GENESEE STREET, ON THE PROPERTY OF THE CHURCH OF OUR
 OE1648'LADY OF LOURDES, 30.78 METERS (101.0 FT) NORTHWEST OF THE CENTER LINE
 OE1648'OF THE STREET, 31.39 METERS (103.0 FT) NORTHEAST OF THE CENTER OF
 OE1648'BARTOW AVENUE, 33.07 METERS (108.5 FT) SOUTH OF THE CENTER OF THE
 OE1648'CENTER ONE OF THREE DOORS AT THE MAIN ENTRANCE TO THE CHURCH,
 OE1648'1.43 METERS (4.7 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A TOWER WITH
 OE1648'THREE BELLS.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 OE1648'DRIVEN TO REFUSAL AND EMBEDDED AT 3.4 METERS.
 OE1648'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1315 ***********************************************************************
 OF1315  DESIGNATION -  C 461
 OF1315  PID         -  OF1315
 OF1315  STATE/COUNTY-  NY/OSWEGO
 OF1315  USGS QUAD   -  PENNELLVILLE (1978)
 OF1315
 OF1315                         *CURRENT SURVEY CONTROL
 OF1315  ___________________________________________________________________
 OF1315* NAD 83(1986)-  43 17 32.     (N)    076 16 42.     (W)     SCALED    
 OF1315* NAVD 88     -       137.577  (meters)     451.37   (feet)  ADJUSTED  
 OF1315  ___________________________________________________________________
 OF1315  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 OF1315  DYNAMIC HT  -         137.546 (meters)     451.27  (feet)  COMP
 OF1315  MODELED GRAV-     980,393.2   (mgal)                       NAVD 88
 OF1315
 OF1315  VERT ORDER  -  FIRST     CLASS II
 OF1315
 OF1315.The horizontal coordinates were scaled from a topographic map and have
 OF1315.an estimated accuracy of +/- 6 seconds.
 OF1315
 OF1315.The orthometric height was determined by differential leveling
 OF1315.and adjusted by the National Geodetic Survey in June 1991..
 OF1315
 OF1315.The geoid height was determined by GEOID03.
 OF1315
 OF1315.The dynamic height is computed by dividing the NAVD 88
 OF1315.geopotential number by the normal gravity value computed on the
 OF1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1315.degrees latitude (g = 980.6199 gals.).
 OF1315
 OF1315.The modeled gravity was interpolated from observed gravity values.
 OF1315
 OF1315;                    North         East    Units  Estimated Accuracy
 OF1315;SPC NY C     -   365,680.      274,750.      MT  (+/- 180 meters Scaled)
 OF1315
 OF1315                          SUPERSEDED SURVEY CONTROL
 OF1315
 OF1315.No superseded survey control is available for this station.
 OF1315
 OF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN963940(NAD 83)
 OF1315_MARKER: I = METAL ROD
 OF1315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1315_SP_SET: STAINLESS STEEL ROD
 OF1315_STAMPING: C 461 1982
 OF1315_MARK LOGO: NGS   
 OF1315_PROJECTION: FLUSH
 OF1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1315_ROD/PIPE-DEPTH: 4.3  meters
 OF1315
 OF1315  HISTORY     - Date     Condition        Report By
 OF1315  HISTORY     - 1982     MONUMENTED       NGS
 OF1315
 OF1315                          STATION DESCRIPTION
 OF1315
 OF1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1315'1.4 KM (0.9 MI) NW FROM PENNELLVILLE.
 OF1315'0.25 KM (0.15 MI) WEST ALONG COUNTY ROAD 54 FROM THE POST OFFICE IN
 OF1315'PENNELLVILLE, THENCE 1.2 KM (0.75 MI) NORTHWEST ALONG GODFREY ROAD TO
 OF1315'THE MARK ON THE RIGHT, 20.73 METERS (68.0 FT) NORTHEAST OF THE CENTER
 OF1315'OF THE ROAD, 3.35 METERS (11.0 FT) SOUTHWEST OF THE SOUTH CORNER OF A
 OF1315'TWO-STORY FRAME HOUSE, (NOTE--WORK IS BEING DONE ON THE HOUSE AND IT
 OF1315'MAY HAVE A BRICK FACE AROUND THE PORCH AREA).  NOTE--SEVERAL ATTEMPTS
 OF1315'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AT 4.3 METERS.
 OF1315'THE MARK IS 0.6 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1322 ***********************************************************************
 OF1322  DESIGNATION -  C 462
 OF1322  PID         -  OF1322
 OF1322  STATE/COUNTY-  NY/OSWEGO
 OF1322  USGS QUAD   -  CENTRAL SQUARE (1978)
 OF1322
 OF1322                         *CURRENT SURVEY CONTROL
 OF1322  ___________________________________________________________________
 OF1322* NAD 83(1986)-  43 17 10.     (N)    076 08 47.     (W)     SCALED    
 OF1322* NAVD 88     -       136.430  (meters)     447.60   (feet)  ADJUSTED  
 OF1322  ___________________________________________________________________
 OF1322  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 OF1322  DYNAMIC HT  -         136.400 (meters)     447.51  (feet)  COMP
 OF1322  MODELED GRAV-     980,392.7   (mgal)                       NAVD 88
 OF1322
 OF1322  VERT ORDER  -  FIRST     CLASS II
 OF1322
 OF1322.The horizontal coordinates were scaled from a topographic map and have
 OF1322.an estimated accuracy of +/- 6 seconds.
 OF1322
 OF1322.The orthometric height was determined by differential leveling
 OF1322.and adjusted by the National Geodetic Survey in June 1991..
 OF1322
 OF1322.The geoid height was determined by GEOID03.
 OF1322
 OF1322.The dynamic height is computed by dividing the NAVD 88
 OF1322.geopotential number by the normal gravity value computed on the
 OF1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1322.degrees latitude (g = 980.6199 gals.).
 OF1322
 OF1322.The modeled gravity was interpolated from observed gravity values.
 OF1322
 OF1322;                    North         East    Units  Estimated Accuracy
 OF1322;SPC NY C     -   365,050.      285,460.      MT  (+/- 180 meters Scaled)
 OF1322
 OF1322                          SUPERSEDED SURVEY CONTROL
 OF1322
 OF1322.No superseded survey control is available for this station.
 OF1322
 OF1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN069932(NAD 83)
 OF1322_MARKER: I = METAL ROD
 OF1322_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OF1322_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OF1322_STAMPING: C 462 1982
 OF1322_MARK LOGO: NGS   
 OF1322_PROJECTION: FLUSH
 OF1322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF1322+STABILITY: POSITION/ELEVATION WELL
 OF1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1322+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OF1322_ROD/PIPE-DEPTH: 6.7  meters
 OF1322_SLEEVE-DEPTH  : 6.1 meters
 OF1322
 OF1322  HISTORY     - Date     Condition        Report By
 OF1322  HISTORY     - 1982     MONUMENTED       NGS
 OF1322  HISTORY     - 20001128 GOOD             NYDT
 OF1322  HISTORY     - 20031004 GOOD             USPSQD
 OF1322
 OF1322                          STATION DESCRIPTION
 OF1322
 OF1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1322'IN CENTRAL SQUARE.
 OF1322'IN CENTRAL SQUARE, AT THE POST OFFICE, LOCATED AT THE JUNCTION OF
 OF1322'SOUTH MAIN STREET (STATE HIGHWAY 11) AND CAUGHDENOY ROAD (COUNTY ROUTE
 OF1322'12) ON THE WEST SIDE OF THE FLAGPOLE, 8.47 METERS (27.8 FT) WEST OF
 OF1322'THE WEST CURB OF SOUTH MAIN STREET, 5.79 METERS (19.0 FT) NORTHEAST OF
 OF1322'THE NORTHEAST CORNER OF THE BRICK EXTENSION OF THE NORTH FACE OF THE
 OF1322'POST OFFICE, 3.90 METERS (12.8 FT) SOUTH OF THE SOUTH EDGE OF THE
 OF1322'SIDEWALK OF CAUGHDENOY ROAD, 0.85 METER (2.8 FT) WEST-NORTHWEST OF THE
 OF1322'METAL FLAGPOLE OF THE POST OFFICE.
 OF1322'THE MARK IS ABOVE LEVEL WITH CAUGHDENOY ROAD.
 OF1322
 OF1322                          STATION RECOVERY (2000)
 OF1322
 OF1322'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (AMA)
 OF1322'RECOVERED IN GOOD CONDITION.
 OF1322
 OF1322                          STATION RECOVERY (2003)
 OF1322
 OF1322'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 OF1322'MARK STAMPED C 462 1982 IS A METAL(STAINLESS STEEL ROD 10 FEET PLUS).
 OF1322'MARK IS 32 INCHES NW FROM FLAGPOLE IN FRONT OF OLD POST OFFICE AT SE
 OF1322'CORNER OF JUNCTION OF U.S. ROUTE 11 AND COUNTY ROUTE 12 IN CENTRAL
 OF1322'SQUARE, NY. MARK WAS RECOVERED BY JOHN STEWART, GABRIEL BUSCHLE AND
 OF1322'SUE MORTON(ALL OF THE SYRACUSE SAIL AND POWER SQUADRON). GPS LAT.43
 OF1322'DEG.17 MIN.17 SEC.N.AND LONG.076 DEG.88 MIN.70 SEC.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1615 ***********************************************************************
 NB1615  DESIGNATION -  C 463
 NB1615  PID         -  NB1615
 NB1615  STATE/COUNTY-  NY/CHEMUNG
 NB1615  USGS QUAD   -  ERIN (1969)
 NB1615
 NB1615                         *CURRENT SURVEY CONTROL
 NB1615  ___________________________________________________________________
 NB1615* NAD 83(1986)-  42 12 31.     (N)    076 38 32.     (W)     SCALED    
 NB1615* NAVD 88     -       471.449  (meters)    1546.75   (feet)  ADJUSTED  
 NB1615  ___________________________________________________________________
 NB1615  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NB1615  DYNAMIC HT  -         471.268 (meters)    1546.15  (feet)  COMP
 NB1615  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 NB1615
 NB1615  VERT ORDER  -  FIRST     CLASS II
 NB1615
 NB1615.The horizontal coordinates were scaled from a topographic map and have
 NB1615.an estimated accuracy of +/- 6 seconds.
 NB1615
 NB1615.The orthometric height was determined by differential leveling
 NB1615.and adjusted by the National Geodetic Survey in June 1991..
 NB1615
 NB1615.The geoid height was determined by GEOID03.
 NB1615
 NB1615.The dynamic height is computed by dividing the NAVD 88
 NB1615.geopotential number by the normal gravity value computed on the
 NB1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1615.degrees latitude (g = 980.6199 gals.).
 NB1615
 NB1615.The modeled gravity was interpolated from observed gravity values.
 NB1615
 NB1615;                    North         East    Units  Estimated Accuracy
 NB1615;SPC NY C     -   245,270.      245,140.      MT  (+/- 180 meters Scaled)
 NB1615
 NB1615                          SUPERSEDED SURVEY CONTROL
 NB1615
 NB1615.No superseded survey control is available for this station.
 NB1615
 NB1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM644742(NAD 83)
 NB1615_MARKER: I = METAL ROD
 NB1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1615_SP_SET: STAINLESS STEEL ROD
 NB1615_STAMPING: C 463 1982
 NB1615_MARK LOGO: NGS   
 NB1615_PROJECTION: FLUSH
 NB1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1615_ROD/PIPE-DEPTH: 4.0  meters
 NB1615
 NB1615  HISTORY     - Date     Condition        Report By
 NB1615  HISTORY     - 1982     MONUMENTED       NGS
 NB1615  HISTORY     - 1988     GOOD             USPSQD
 NB1615  HISTORY     - 1989     GOOD             USPSQD
 NB1615  HISTORY     - 19940926 GOOD             USPSQD
 NB1615
 NB1615                          STATION DESCRIPTION
 NB1615
 NB1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1615'10.05 KM (6.25 MI) EAST FROM BREESPORT.
 NB1615'10.05 KM (6.25 MI) EAST ALONG STATE HIGHWAY 223 FRON THE
 NB1615'TWIN TIERS BAPTIST HIGH SCHOOL IN BREESPORT TO THE MARK
 NB1615'ON THE RIGHT, JUST EAST OF THE JUNCTION OF AUSTIN HILL
 NB1615'ROAD, ALSO 4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 224
 NB1615'FROM THE JUNCTION OF STATE HIGHWAY 34 IN VAN ETTEN, THENCE
 NB1615'5.3 KM (3.3 MI) WEST ALONG STATE HIGHWAY 223, 12.35 METERS
 NB1615'(40.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NB1615'26.20 METERS (86.0 FT) EAST OF THE EXTENDED CENTER OF
 NB1615'AUSTIN HILL ROAD, 0.89 METER (2.9 FT) SOUTH OF UTILITY
 NB1615'POLE NUMBER 28,68399,71 WITH 3 GUY WIRES.
 NB1615'THE MARK IS 0.30 M BELOW HIGHWAY.
 NB1615
 NB1615                          STATION RECOVERY (1988)
 NB1615
 NB1615'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1615'RECOVERED IN GOOD CONDITION.
 NB1615
 NB1615                          STATION RECOVERY (1989)
 NB1615
 NB1615'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1615'RECOVERED IN GOOD CONDITION.
 NB1615
 NB1615                          STATION RECOVERY (1994)
 NB1615
 NB1615'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1640 ***********************************************************************
 NB1640  DESIGNATION -  C 464
 NB1640  PID         -  NB1640
 NB1640  STATE/COUNTY-  NY/TOMPKINS
 NB1640  USGS QUAD   -  ITHACA WEST (1978)
 NB1640
 NB1640                         *CURRENT SURVEY CONTROL
 NB1640  ___________________________________________________________________
 NB1640* NAD 83(1986)-  42 29 54.     (N)    076 30 36.     (W)     SCALED    
 NB1640* NAVD 88     -       204.686  (meters)     671.54   (feet)  ADJUSTED  
 NB1640  ___________________________________________________________________
 NB1640  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NB1640  DYNAMIC HT  -         204.616 (meters)     671.31  (feet)  COMP
 NB1640  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 NB1640
 NB1640  VERT ORDER  -  FIRST     CLASS II
 NB1640
 NB1640.The horizontal coordinates were scaled from a topographic map and have
 NB1640.an estimated accuracy of +/- 6 seconds.
 NB1640
 NB1640.The orthometric height was determined by differential leveling
 NB1640.and adjusted by the National Geodetic Survey in June 1991..
 NB1640
 NB1640.The geoid height was determined by GEOID03.
 NB1640
 NB1640.The dynamic height is computed by dividing the NAVD 88
 NB1640.geopotential number by the normal gravity value computed on the
 NB1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1640.degrees latitude (g = 980.6199 gals.).
 NB1640
 NB1640.The modeled gravity was interpolated from observed gravity values.
 NB1640
 NB1640;                    North         East    Units  Estimated Accuracy
 NB1640;SPC NY C     -   277,450.      256,030.      MT  (+/- 180 meters Scaled)
 NB1640
 NB1640                          SUPERSEDED SURVEY CONTROL
 NB1640
 NB1640.No superseded survey control is available for this station.
 NB1640
 NB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN759062(NAD 83)
 NB1640_MARKER: I = METAL ROD
 NB1640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1640+WITH SETTING: INFORMATION.
 NB1640_SP_SET: SHALLOW SET METAL ROD
 NB1640_STAMPING: C 464 1982
 NB1640_MARK LOGO: NGS   
 NB1640_PROJECTION: FLUSH
 NB1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1640+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 NB1640_ROD/PIPE-DEPTH: 2.4  meters
 NB1640
 NB1640  HISTORY     - Date     Condition        Report By
 NB1640  HISTORY     - 1982     MONUMENTED       NGS
 NB1640  HISTORY     - 1988     GOOD             USPSQD
 NB1640  HISTORY     - 1989     GOOD             USPSQD
 NB1640  HISTORY     - 1990     GOOD             USPSQD
 NB1640  HISTORY     - 19990324 GOOD             USPSQD
 NB1640  HISTORY     - 19990818 GOOD             USPSQD
 NB1640  HISTORY     - 20060630 GOOD             USPSQD
 NB1640
 NB1640                          STATION DESCRIPTION
 NB1640
 NB1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1640'5.1 KM (3.2 MI) SE FROM SOUTH LANSING.
 NB1640'5.1 KM (3.2 MI) SOUTHEAST ALONG STATE HIGHWAY 34 FROM THE
 NB1640'JUNCTION OF STATE HIGHWAY 34B IN SOUTH LANSING TO THE MARK
 NB1640'ON THE RIGHT, ON THE PROPERTY OF BOLTON POINT WATER SYSTEM
 NB1640'AND ACROSS THE HIGHWAY FROM THE GREYSTONE INN, 25.90 METERS
 NB1640'(85.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.30 METERS
 NB1640'(53.5 FT) SOUTHWEST OF UTILITY POLE NUMBER 108, 172,
 NB1640'0.51 METER (1.7 FT) EAST OF A FLAGPOLE.
 NB1640'NOTE--MARK LOCATION MOVED 2 TIMES, SEVERAL ATTEMPTS WERE MADE
 NB1640'TO DRIVE THE ROD AND IT WAS DRIVEN TO REFUSAL AND ANCHORED
 NB1640'AT 2.4 METERS.
 NB1640'THE MARK IS 0.15 M BELOW HIGHWAY.
 NB1640
 NB1640                          STATION RECOVERY (1988)
 NB1640
 NB1640'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEZ)
 NB1640'RECOVERED IN GOOD CONDITION.
 NB1640
 NB1640                          STATION RECOVERY (1989)
 NB1640
 NB1640'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1640'RECOVERED IN GOOD CONDITION.
 NB1640
 NB1640                          STATION RECOVERY (1990)
 NB1640
 NB1640'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEZ)
 NB1640'RECOVERED IN GOOD CONDITION.
 NB1640
 NB1640                          STATION RECOVERY (1999)
 NB1640
 NB1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB1640'RECOVERED IN GOOD CONDITION.
 NB1640
 NB1640                          STATION RECOVERY (1999)
 NB1640
 NB1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB1640'RECOVERED IN GOOD CONDITION.
 NB1640
 NB1640                          STATION RECOVERY (2006)
 NB1640
 NB1640'RECOVERY NOTE BY US POWER SQUADRON 2006 (NLH)
 NB1640'MARK IS 5 FEET EAST OF FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1667 ***********************************************************************
 NB1667  DESIGNATION -  C 465
 NB1667  PID         -  NB1667
 NB1667  STATE/COUNTY-  NY/CAYUGA
 NB1667  USGS QUAD   -  CAYUGA (1954)
 NB1667
 NB1667                         *CURRENT SURVEY CONTROL
 NB1667  ___________________________________________________________________
 NB1667* NAD 83(1986)-  42 55 10.     (N)    076 43 14.     (W)     SCALED    
 NB1667* NAVD 88     -       138.997  (meters)     456.03   (feet)  ADJUSTED  
 NB1667  ___________________________________________________________________
 NB1667  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 NB1667  DYNAMIC HT  -         138.962 (meters)     455.91  (feet)  COMP
 NB1667  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 NB1667
 NB1667  VERT ORDER  -  FIRST     CLASS II
 NB1667
 NB1667.The horizontal coordinates were scaled from a topographic map and have
 NB1667.an estimated accuracy of +/- 6 seconds.
 NB1667
 NB1667.The orthometric height was determined by differential leveling
 NB1667.and adjusted by the National Geodetic Survey in June 1991..
 NB1667
 NB1667.The geoid height was determined by GEOID03.
 NB1667
 NB1667.The dynamic height is computed by dividing the NAVD 88
 NB1667.geopotential number by the normal gravity value computed on the
 NB1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1667.degrees latitude (g = 980.6199 gals.).
 NB1667
 NB1667.The modeled gravity was interpolated from observed gravity values.
 NB1667
 NB1667;                    North         East    Units  Estimated Accuracy
 NB1667;SPC NY C     -   324,230.      238,800.      MT  (+/- 180 meters Scaled)
 NB1667
 NB1667                          SUPERSEDED SURVEY CONTROL
 NB1667
 NB1667.No superseded survey control is available for this station.
 NB1667
 NB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN595533(NAD 83)
 NB1667_MARKER: I = METAL ROD
 NB1667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1667_SP_SET: STAINLESS STEEL ROD
 NB1667_STAMPING: C 465 1982
 NB1667_MARK LOGO: NGS   
 NB1667_PROJECTION: FLUSH
 NB1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1667_ROD/PIPE-DEPTH: 5.6  meters
 NB1667
 NB1667  HISTORY     - Date     Condition        Report By
 NB1667  HISTORY     - 1982     MONUMENTED       NGS
 NB1667  HISTORY     - 1990     GOOD             USPSQD
 NB1667
 NB1667                          STATION DESCRIPTION
 NB1667
 NB1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1667'IN CAYUGA.
 NB1667'IN CAYUGA, 0.5 KM (0.3 MI) EAST ALONG WEST GENESEE STREET
 NB1667'FROM THE INTERSECTION OF STATE HIGHWAY 90 TO THE MARK ON
 NB1667'THE RIGHT, ON THE EAST SIDE OF THE EAST BRICK PILLAR FOR A
 NB1667'SIGN (JOHN E MCINTOSH PARK), 16.15 METERS (53.0 FT) SOUTH
 NB1667'OF THE CENTERLINE OF WEST GENESEE STREET, 0.34 METER (1.1 FT)
 NB1667'EAST OF THE EAST PILLAR OF THE SIGN.
 NB1667'THE MARK IS 0.30 M BELOW STREET.
 NB1667
 NB1667                          STATION RECOVERY (1990)
 NB1667
 NB1667'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1294 ***********************************************************************
 OF1294  DESIGNATION -  C 466
 OF1294  PID         -  OF1294
 OF1294  STATE/COUNTY-  NY/OSWEGO
 OF1294  USGS QUAD   -  HANNIBAL (1978)
 OF1294
 OF1294                         *CURRENT SURVEY CONTROL
 OF1294  ___________________________________________________________________
 OF1294* NAD 83(1986)-  43 17 41.     (N)    076 34 47.     (W)     SCALED    
 OF1294* NAVD 88     -       129.592  (meters)     425.17   (feet)  ADJUSTED  
 OF1294  ___________________________________________________________________
 OF1294  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OF1294  DYNAMIC HT  -         129.563 (meters)     425.07  (feet)  COMP
 OF1294  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 OF1294
 OF1294  VERT ORDER  -  FIRST     CLASS II
 OF1294
 OF1294.The horizontal coordinates were scaled from a topographic map and have
 OF1294.an estimated accuracy of +/- 6 seconds.
 OF1294
 OF1294.The orthometric height was determined by differential leveling
 OF1294.and adjusted by the National Geodetic Survey in June 1991..
 OF1294
 OF1294.The geoid height was determined by GEOID03.
 OF1294
 OF1294.The dynamic height is computed by dividing the NAVD 88
 OF1294.geopotential number by the normal gravity value computed on the
 OF1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1294.degrees latitude (g = 980.6199 gals.).
 OF1294
 OF1294.The modeled gravity was interpolated from observed gravity values.
 OF1294
 OF1294;                    North         East    Units  Estimated Accuracy
 OF1294;SPC NY C     -   365,910.      250,290.      MT  (+/- 180 meters Scaled)
 OF1294
 OF1294                          SUPERSEDED SURVEY CONTROL
 OF1294
 OF1294.No superseded survey control is available for this station.
 OF1294
 OF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN718947(NAD 83)
 OF1294_MARKER: I = METAL ROD
 OF1294_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OF1294+WITH SETTING: INFORMATION.
 OF1294_SP_SET: SHALLOW SET METAL ROD
 OF1294_STAMPING: C 466 1982
 OF1294_MARK LOGO: NGS   
 OF1294_PROJECTION: FLUSH
 OF1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1294_ROD/PIPE-DEPTH: 2.4  meters
 OF1294
 OF1294  HISTORY     - Date     Condition        Report By
 OF1294  HISTORY     - 1982     MONUMENTED       NGS
 OF1294
 OF1294                          STATION DESCRIPTION
 OF1294
 OF1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1294'2.95 KM (1.85 MI) SOUTH FROM HANNIBAL.
 OF1294'1.7 KM (1.05 MI) SOUTH ALONG CAYUGA STREET FROM THE JUNCTION
 OF1294'OF STATE HIGHWAY 104A IN HANNIBAL, THENCE 1.3 KM (0.8 MI)
 OF1294'SOUTH ALONG STATE HIGHWAY 34 TO THE MARK ON THE RIGHT,
 OF1294'12.19 METERS (40.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 OF1294'0.61 METER (2.0 FT) NORTHEAST OF UTILITY POLE 44D44 WITH A
 OF1294'TRANSFORMER.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 OF1294'ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.4 METERS.
 OF1294'THE MARK IS 0.42 METERS  E FROM A WITNESS POST.
 OF1294'THE MARK IS 0.75 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1277 ***********************************************************************
 OF1277  DESIGNATION -  C 467
 OF1277  PID         -  OF1277
 OF1277  STATE/COUNTY-  NY/CAYUGA
 OF1277  USGS QUAD   -  WEEDSPORT (1978)
 OF1277
 OF1277                         *CURRENT SURVEY CONTROL
 OF1277  ___________________________________________________________________
 OF1277* NAD 83(1986)-  43 03 43.     (N)    076 33 31.     (W)     SCALED    
 OF1277* NAVD 88     -       127.096  (meters)     416.98   (feet)  ADJUSTED  
 OF1277  ___________________________________________________________________
 OF1277  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OF1277  DYNAMIC HT  -         127.065 (meters)     416.88  (feet)  COMP
 OF1277  MODELED GRAV-     980,376.9   (mgal)                       NAVD 88
 OF1277
 OF1277  VERT ORDER  -  FIRST     CLASS II
 OF1277
 OF1277.The horizontal coordinates were scaled from a topographic map and have
 OF1277.an estimated accuracy of +/- 6 seconds.
 OF1277
 OF1277.The orthometric height was determined by differential leveling
 OF1277.and adjusted by the National Geodetic Survey in June 1991..
 OF1277
 OF1277.The geoid height was determined by GEOID03.
 OF1277
 OF1277.The dynamic height is computed by dividing the NAVD 88
 OF1277.geopotential number by the normal gravity value computed on the
 OF1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1277.degrees latitude (g = 980.6199 gals.).
 OF1277
 OF1277.The modeled gravity was interpolated from observed gravity values.
 OF1277
 OF1277;                    North         East    Units  Estimated Accuracy
 OF1277;SPC NY C     -   340,050.      252,010.      MT  (+/- 180 meters Scaled)
 OF1277
 OF1277                          SUPERSEDED SURVEY CONTROL
 OF1277
 OF1277.No superseded survey control is available for this station.
 OF1277
 OF1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN730688(NAD 83)
 OF1277_MARKER: DB = BENCH MARK DISK
 OF1277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OF1277_SP_SET: BRIDGE ABUTMENT
 OF1277_STAMPING: C 467 1982
 OF1277_MARK LOGO: NGS   
 OF1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1277
 OF1277  HISTORY     - Date     Condition        Report By
 OF1277  HISTORY     - 1982     MONUMENTED       NGS
 OF1277
 OF1277                          STATION DESCRIPTION
 OF1277
 OF1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1277'1.6 KM (1.0 MI) NE FROM WEEDSPORT.
 OF1277'1.6 KM (1.0 MI) NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 OF1277'JUNCTION OF STATE HIGHWAY 31B IN WEEDSPORT TO THE MARK ON THE
 OF1277'RIGHT, IN TOP OF THE SOUTHEAST ABUTMENT OF A HIGHWAY BRIDGE
 OF1277'OVER THE NEW YORK STATE THRUWAY, 5.25 METERS (17.2 FT) EAST
 OF1277'OF THE CENTERLINE OF THE HIGHWAY, 0.75 METER (2.5 FT) NORTH
 OF1277'OF THE SOUTH END OF THE SOUTHEAST ABUTMENT.
 OF1277'THE MARK IS 1.40 METERS  N FROM A WITNESS POST.
 OF1277'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1712 ***********************************************************************
 NB1712  DESIGNATION -  C 468
 NB1712  PID         -  NB1712
 NB1712  STATE/COUNTY-  NY/STEUBEN
 NB1712  USGS QUAD   -  CANISTEO (1978)
 NB1712
 NB1712                         *CURRENT SURVEY CONTROL
 NB1712  ___________________________________________________________________
 NB1712* NAD 83(1986)-  42 15 52.     (N)    077 33 12.     (W)     SCALED    
 NB1712* NAVD 88     -       341.975  (meters)    1121.96   (feet)  ADJUSTED  
 NB1712  ___________________________________________________________________
 NB1712  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 NB1712  DYNAMIC HT  -         341.852 (meters)    1121.56  (feet)  COMP
 NB1712  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 NB1712
 NB1712  VERT ORDER  -  FIRST     CLASS II
 NB1712
 NB1712.The horizontal coordinates were scaled from a topographic map and have
 NB1712.an estimated accuracy of +/- 6 seconds.
 NB1712
 NB1712.The orthometric height was determined by differential leveling
 NB1712.and adjusted by the National Geodetic Survey in June 1991..
 NB1712
 NB1712.The geoid height was determined by GEOID03.
 NB1712
 NB1712.The dynamic height is computed by dividing the NAVD 88
 NB1712.geopotential number by the normal gravity value computed on the
 NB1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1712.degrees latitude (g = 980.6199 gals.).
 NB1712
 NB1712.The modeled gravity was interpolated from observed gravity values.
 NB1712
 NB1712;                    North         East    Units  Estimated Accuracy
 NB1712;SPC NY C     -   251,920.      169,970.      MT  (+/- 180 meters Scaled)
 NB1712
 NB1712                          SUPERSEDED SURVEY CONTROL
 NB1712
 NB1712.No superseded survey control is available for this station.
 NB1712
 NB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM894822(NAD 83)
 NB1712_MARKER: I = METAL ROD
 NB1712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1712_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1712_STAMPING: C 468 1983
 NB1712_MARK LOGO: NGS   
 NB1712_PROJECTION: FLUSH
 NB1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1712+STABILITY: POSITION/ELEVATION WELL
 NB1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1712+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 NB1712_ROD/PIPE-DEPTH: 5.4  meters
 NB1712_SLEEVE-DEPTH  : 3.1 meters
 NB1712
 NB1712  HISTORY     - Date     Condition        Report By
 NB1712  HISTORY     - 1983     MONUMENTED       NGS
 NB1712  HISTORY     - 20060914 GOOD             HEI
 NB1712
 NB1712                          STATION DESCRIPTION
 NB1712
 NB1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1712'5.4 KM (3.35 MI) EAST FROM CANISTEO.
 NB1712'0.9 KM (0.55 MI) NORTH ALONG DEPOT STREET FROM THE POST OFFICE IN
 NB1712'CANISTEO, THENCE 4.5 KM (2.8 MI) EAST ALONG COUNTY ROAD 128 TO THE
 NB1712'MARK ON THE RIGHT, 0.3 KM (0.2 MI) WEST-NORTHWEST OF THE JUNCTION OF
 NB1712'BAKER CREEK ROAD, 22.86 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF
 NB1712'COUNTY ROAD 119, 28.65 METERS (94.0 FT) NORTH-NORTHEAST OF THE
 NB1712'NORTHEAST CORNER OF A SINGLE STORY HOUSE, 2.43 METERS (8.0 FT)
 NB1712'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HALLET CEMETERY, 1.37 METERS
 NB1712'(4.5 FT) NORTH OF POWER POLE 34-1, WITH A LINE RUNNING INTO THE HOUSE.
 NB1712'THE MARK IS 0.3 M BELOW ROAD.
 NB1712
 NB1712                          STATION RECOVERY (2006)
 NB1712
 NB1712'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 NB1712'RECOVERED AS DESCRIBED.
 NB1712' 
 NB1712'NOTE...
 NB1712'SET TEMPORARY BENCHMARK AT N/E CORNER OF COUNTY ROAD 119 AND DRIVEWAY
 NB1712'INTERSECTION.  RAN DIGITAL LEVEL RUN FOR SUBSEQUENT GPS OBSERVATIONS.
 NB1712'SET 3 FOOT LONG, 5/8 INCH DIAMETER REBAR WITH RED HEI CONTROL POINT
 NB1712'PLASTIC CAP.
 NB1712' 
 NB1712'NB1712 TO TEMPORARY BENCHMARK
 NB1712'APPROXIMATE AZIMUTH = 315D 18M 13S
 NB1712'APPROXIMATE DISTANCE = 61M (200 SFT)
 NB1712'NAVD88 ELEVATION = 342.126M (1122.459 FT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1684 ***********************************************************************
 NB1684  DESIGNATION -  C 469
 NB1684  PID         -  NB1684
 NB1684  STATE/COUNTY-  NY/CHEMUNG
 NB1684  USGS QUAD   -  ELMIRA (1969)
 NB1684
 NB1684                         *CURRENT SURVEY CONTROL
 NB1684  ___________________________________________________________________
 NB1684* NAD 83(1986)-  42 04 39.     (N)    076 50 39.     (W)     SCALED    
 NB1684* NAVD 88     -       270.264  (meters)     886.69   (feet)  ADJUSTED  
 NB1684  ___________________________________________________________________
 NB1684  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NB1684  DYNAMIC HT  -         270.163 (meters)     886.36  (feet)  COMP
 NB1684  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 NB1684
 NB1684  VERT ORDER  -  FIRST     CLASS II
 NB1684
 NB1684.The horizontal coordinates were scaled from a topographic map and have
 NB1684.an estimated accuracy of +/- 6 seconds.
 NB1684
 NB1684.The orthometric height was determined by differential leveling
 NB1684.and adjusted by the National Geodetic Survey in June 1991..
 NB1684
 NB1684.The geoid height was determined by GEOID03.
 NB1684
 NB1684.The dynamic height is computed by dividing the NAVD 88
 NB1684.geopotential number by the normal gravity value computed on the
 NB1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1684.degrees latitude (g = 980.6199 gals.).
 NB1684
 NB1684.The modeled gravity was interpolated from observed gravity values.
 NB1684
 NB1684;                    North         East    Units  Estimated Accuracy
 NB1684;SPC NY C     -   230,740.      228,420.      MT  (+/- 180 meters Scaled)
 NB1684
 NB1684                          SUPERSEDED SURVEY CONTROL
 NB1684
 NB1684.No superseded survey control is available for this station.
 NB1684
 NB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM474600(NAD 83)
 NB1684_MARKER: I = METAL ROD
 NB1684_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1684+WITH SETTING: INFORMATION.
 NB1684_SP_SET: SHALLOW SET METAL ROD
 NB1684_STAMPING: C 469 1983
 NB1684_MARK LOGO: NGS   
 NB1684_PROJECTION: FLUSH
 NB1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1684_ROD/PIPE-DEPTH: 2.0  meters
 NB1684
 NB1684  HISTORY     - Date     Condition        Report By
 NB1684  HISTORY     - 1983     MONUMENTED       NGS
 NB1684  HISTORY     - 1988     GOOD             USPSQD
 NB1684  HISTORY     - 1990     GOOD             USPSQD
 NB1684
 NB1684                          STATION DESCRIPTION
 NB1684
 NB1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1684'IN WEST ELMIRA.
 NB1684'IN WEST ELMIRA, ALONG WEST WATER STREET, AT THE NORTHEAST CORNER OF
 NB1684'THE TOWN HALL BUILDING, 22.86 METERS (75.0 FT) SOUTH OF THE SOUTH CURB
 NB1684'OF THE STREET, 7.92 METERS (26.0 FT) WEST OF THE WEST CURB OF THE EXIT
 NB1684'DRIVEWAY, 1.68 METERS (5.5 FT) EAST OF THE NORTHEAST CORNER OF THE
 NB1684'BUILDING.  NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, AND IT
 NB1684'WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.0 METERS.
 NB1684'THE MARK IS ABOVE LEVEL WITH STREET.
 NB1684
 NB1684                          STATION RECOVERY (1988)
 NB1684
 NB1684'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1684'RECOVERED IN GOOD CONDITION.
 NB1684
 NB1684                          STATION RECOVERY (1990)
 NB1684
 NB1684'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0227 ***********************************************************************
 LY0227  DESIGNATION -  C 47
 LY0227  PID         -  LY0227
 LY0227  STATE/COUNTY-  NY/ULSTER
 LY0227  USGS QUAD   -  ASHOKAN (1964)
 LY0227
 LY0227                         *CURRENT SURVEY CONTROL
 LY0227  ___________________________________________________________________
 LY0227* NAD 83(1986)-  41 58 27.     (N)    074 14 58.     (W)     SCALED    
 LY0227* NAVD 88     -       187.437  (meters)     614.95   (feet)  ADJUSTED  
 LY0227  ___________________________________________________________________
 LY0227  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LY0227  DYNAMIC HT  -         187.367 (meters)     614.72  (feet)  COMP
 LY0227  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 LY0227
 LY0227  VERT ORDER  -  SECOND    CLASS 0
 LY0227
 LY0227.The horizontal coordinates were scaled from a topographic map and have
 LY0227.an estimated accuracy of +/- 6 seconds.
 LY0227
 LY0227.The orthometric height was determined by differential leveling
 LY0227.and adjusted by the National Geodetic Survey in June 1991..
 LY0227
 LY0227.The geoid height was determined by GEOID03.
 LY0227
 LY0227.The dynamic height is computed by dividing the NAVD 88
 LY0227.geopotential number by the normal gravity value computed on the
 LY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0227.degrees latitude (g = 980.6199 gals.).
 LY0227
 LY0227.The modeled gravity was interpolated from observed gravity values.
 LY0227
 LY0227;                    North         East    Units  Estimated Accuracy
 LY0227;SPC NY E     -   348,760.      170,770.      MT  (+/- 180 meters Scaled)
 LY0227
 LY0227                          SUPERSEDED SURVEY CONTROL
 LY0227
 LY0227  NGVD 29 (??/??/92)  187.649  (m)          615.65   (f) ADJ UNCH    2 0
 LY0227
 LY0227.Superseded values are not recommended for survey control.
 LY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0227.See file dsdata.txt to determine how the superseded data were derived.
 LY0227
 LY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM621471(NAD 83)
 LY0227_MARKER: DB = BENCH MARK DISK
 LY0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0227_STAMPING: C 47 1934
 LY0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0227+STABILITY: SURFACE MOTION
 LY0227
 LY0227  HISTORY     - Date     Condition        Report By
 LY0227  HISTORY     - 1934     MONUMENTED       CGS
 LY0227
 LY0227                          STATION DESCRIPTION
 LY0227
 LY0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0227'3 MI W FROM ASHOKAN.
 LY0227'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL
 LY0227'RAILWAY, 25 RAILS WEST OF MP NO. K 19, 21 RAILS WEST OF SIGNAL
 LY0227'TOWER NO. 19.2, 28 YARDS NORTH OF NORTH RAIL, 14 YARDS NORTH OF
 LY0227'NORTH FACE OF TOOL HOUSE AT SIDING NO. 19, 16 YARDS EAST OF
 LY0227'CENTER OF DIRT ROAD, A CONCRETE POST, 6 INCHES ABOVE THE TOP OF
 LY0227'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1709 ***********************************************************************
 NB1709  DESIGNATION -  C 470
 NB1709  PID         -  NB1709
 NB1709  STATE/COUNTY-  NY/STEUBEN
 NB1709  USGS QUAD   -  CAMERON (1976)
 NB1709
 NB1709                         *CURRENT SURVEY CONTROL
 NB1709  ___________________________________________________________________
 NB1709* NAD 83(1986)-  42 13 45.     (N)    077 25 45.     (W)     SCALED    
 NB1709* NAVD 88     -       337.164  (meters)    1106.18   (feet)  ADJUSTED  
 NB1709  ___________________________________________________________________
 NB1709  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NB1709  DYNAMIC HT  -         337.038 (meters)    1105.77  (feet)  COMP
 NB1709  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 NB1709
 NB1709  VERT ORDER  -  FIRST     CLASS II
 NB1709
 NB1709.The horizontal coordinates were scaled from a topographic map and have
 NB1709.an estimated accuracy of +/- 6 seconds.
 NB1709
 NB1709.The orthometric height was determined by differential leveling
 NB1709.and adjusted by the National Geodetic Survey in June 1991..
 NB1709
 NB1709.The geoid height was determined by GEOID03.
 NB1709
 NB1709.The dynamic height is computed by dividing the NAVD 88
 NB1709.geopotential number by the normal gravity value computed on the
 NB1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1709.degrees latitude (g = 980.6199 gals.).
 NB1709
 NB1709.The modeled gravity was interpolated from observed gravity values.
 NB1709
 NB1709;                    North         East    Units  Estimated Accuracy
 NB1709;SPC NY C     -   247,890.      180,180.      MT  (+/- 180 meters Scaled)
 NB1709
 NB1709                          SUPERSEDED SURVEY CONTROL
 NB1709
 NB1709.No superseded survey control is available for this station.
 NB1709
 NB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM995780(NAD 83)
 NB1709_MARKER: I = METAL ROD
 NB1709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1709_SP_SET: STAINLESS STEEL ROD
 NB1709_STAMPING: C 470 1983
 NB1709_MARK LOGO: NGS   
 NB1709_PROJECTION: FLUSH
 NB1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1709_ROD/PIPE-DEPTH: 3.7  meters
 NB1709
 NB1709  HISTORY     - Date     Condition        Report By
 NB1709  HISTORY     - 1983     MONUMENTED       NGS
 NB1709  HISTORY     - 1990     GOOD             USPSQD
 NB1709  HISTORY     - 20020114 GOOD             NGS
 NB1709
 NB1709                          STATION DESCRIPTION
 NB1709
 NB1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1709'4.5 KM (2.8 MI) NW FROM CAMERON.
 NB1709'4.5 KM (2.8 MI) NORTHWEST ALONG COUNTY ROAD 119 FROM THE JUNCTION OF
 NB1709'COUNTY ROAD 10 IN CAMERON TO THE MARK ON THE LEFT, 6.71 METERS
 NB1709'(22.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5.24 METERS
 NB1709'(17.2 FT) NORTHWEST OF THE SOUTHWEST END OF A PIPE CULVERT, 0.55 METER
 NB1709'(1.8 FT) SOUTHWEST OF THE SOUTHWEST SUPPORT OF A SIGN FOR WEST
 NB1709'CAMERON.
 NB1709'THE MARK IS ABOVE LEVEL WITH ROAD.
 NB1709
 NB1709                          STATION RECOVERY (1990)
 NB1709
 NB1709'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1709'RECOVERED IN GOOD CONDITION.
 NB1709
 NB1709                          STATION RECOVERY (2002)
 NB1709
 NB1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1709'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0856 ***********************************************************************
 NC0856  DESIGNATION -  C 471
 NC0856  PID         -  NC0856
 NC0856  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0856  USGS QUAD   -  WESTFIELD (1954)
 NC0856
 NC0856                         *CURRENT SURVEY CONTROL
 NC0856  ___________________________________________________________________
 NC0856* NAD 83(1986)-  42 20 30.     (N)    079 35 52.     (W)     SCALED    
 NC0856* NAVD 88     -       177.098  (meters)     581.03   (feet)  ADJUSTED  
 NC0856  ___________________________________________________________________
 NC0856  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC0856  DYNAMIC HT  -         177.038 (meters)     580.83  (feet)  COMP
 NC0856  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 NC0856
 NC0856  VERT ORDER  -  FIRST     CLASS II
 NC0856
 NC0856.The horizontal coordinates were scaled from a topographic map and have
 NC0856.an estimated accuracy of +/- 6 seconds.
 NC0856
 NC0856.The orthometric height was determined by differential leveling
 NC0856.and adjusted by the National Geodetic Survey in November 1993..
 NC0856
 NC0856.The geoid height was determined by GEOID03.
 NC0856
 NC0856.The dynamic height is computed by dividing the NAVD 88
 NC0856.geopotential number by the normal gravity value computed on the
 NC0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0856.degrees latitude (g = 980.6199 gals.).
 NC0856
 NC0856.The modeled gravity was interpolated from observed gravity values.
 NC0856
 NC0856;                    North         East    Units  Estimated Accuracy
 NC0856;SPC NY W     -   260,540.      266,410.      MT  (+/- 180 meters Scaled)
 NC0856
 NC0856                          SUPERSEDED SURVEY CONTROL
 NC0856
 NC0856  NAVD 88 (06/15/91)  177.100  (m)          581.04   (f) UNKNOWN     1 2
 NC0856  NGVD 29 (06/03/92)  177.255  (m)          581.54   (f) ADJUSTED    1 2
 NC0856
 NC0856.Superseded values are not recommended for survey control.
 NC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0856.See file dsdata.txt to determine how the superseded data were derived.
 NC0856
 NC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG155886(NAD 83)
 NC0856_MARKER: I = METAL ROD
 NC0856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC0856_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC0856_STAMPING: C 471 1983
 NC0856_MARK LOGO: NGS   
 NC0856_PROJECTION: FLUSH
 NC0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0856+STABILITY: POSITION/ELEVATION WELL
 NC0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0856+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NC0856_ROD/PIPE-DEPTH: 5.5  meters
 NC0856_SLEEVE-DEPTH  : 4.6 meters
 NC0856
 NC0856  HISTORY     - Date     Condition        Report By
 NC0856  HISTORY     - 1983     MONUMENTED       NGS
 NC0856  HISTORY     - 19991115 GOOD             USPSQD
 NC0856  HISTORY     - 20060429 GOOD             GEOCAC
 NC0856
 NC0856                          STATION DESCRIPTION
 NC0856
 NC0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0856'IN BARCELONA.
 NC0856'IN BARCELONA, ALONG FIRST STREET, ON THE PROPERTY OF THE BARCELONA
 NC0856'HARBOR HOUSE RESTAURANT, 12.80 METERS (42.0 FT) NORTHWEST OF THE
 NC0856'CENTER OF FIRST STREET, 3.90 METERS (12.7 FT) NORTH OF THE EAST CORNER
 NC0856'OF THE RESTAURANT, 2.13 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST
 NC0856'FACE OF THE BUILDING.
 NC0856'THE MARK IS ABOVE LEVEL WITH STREET.
 NC0856
 NC0856                          STATION RECOVERY (1999)
 NC0856
 NC0856'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0856'RECOVERED IN GOOD CONDITION.
 NC0856
 NC0856                          STATION RECOVERY (2006)
 NC0856
 NC0856'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0877 ***********************************************************************
 NC0877  DESIGNATION -  C 472
 NC0877  PID         -  NC0877
 NC0877  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0877  USGS QUAD   -  BROCTON (1979)
 NC0877
 NC0877                         *CURRENT SURVEY CONTROL
 NC0877  ___________________________________________________________________
 NC0877* NAD 83(1986)-  42 27 43.     (N)    079 22 30.     (W)     SCALED    
 NC0877* NAVD 88     -       186.626  (meters)     612.29   (feet)  ADJUSTED  
 NC0877  ___________________________________________________________________
 NC0877  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC0877  DYNAMIC HT  -         186.566 (meters)     612.09  (feet)  COMP
 NC0877  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 NC0877
 NC0877  VERT ORDER  -  FIRST     CLASS II
 NC0877
 NC0877.The horizontal coordinates were scaled from a topographic map and have
 NC0877.an estimated accuracy of +/- 6 seconds.
 NC0877
 NC0877.The orthometric height was determined by differential leveling
 NC0877.and adjusted by the National Geodetic Survey in November 1993..
 NC0877
 NC0877.The geoid height was determined by GEOID03.
 NC0877
 NC0877.The dynamic height is computed by dividing the NAVD 88
 NC0877.geopotential number by the normal gravity value computed on the
 NC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0877.degrees latitude (g = 980.6199 gals.).
 NC0877
 NC0877.The modeled gravity was interpolated from observed gravity values.
 NC0877
 NC0877;                    North         East    Units  Estimated Accuracy
 NC0877;SPC NY W     -   273,710.      284,890.      MT  (+/- 180 meters Scaled)
 NC0877
 NC0877                          SUPERSEDED SURVEY CONTROL
 NC0877
 NC0877  NAVD 88 (06/15/91)  186.630  (m)          612.30   (f) UNKNOWN     1 2
 NC0877  NGVD 29 (06/03/92)  186.772  (m)          612.77   (f) ADJUSTED    1 2
 NC0877
 NC0877.Superseded values are not recommended for survey control.
 NC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0877.See file dsdata.txt to determine how the superseded data were derived.
 NC0877
 NC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH336023(NAD 83)
 NC0877_MARKER: I = METAL ROD
 NC0877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NC0877_SP_SET: STAINLESS STEEL ROD
 NC0877_STAMPING: C 472 1983
 NC0877_MARK LOGO: NGS   
 NC0877_PROJECTION: FLUSH
 NC0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0877_ROD/PIPE-DEPTH: 4.3  meters
 NC0877
 NC0877  HISTORY     - Date     Condition        Report By
 NC0877  HISTORY     - 1983     MONUMENTED       NGS
 NC0877  HISTORY     - 19971102 GOOD             USPSQD
 NC0877  HISTORY     - 20020722 MARK NOT FOUND   INDIV
 NC0877  HISTORY     - 20060826 MARK NOT FOUND   GEOCAC
 NC0877
 NC0877                          STATION DESCRIPTION
 NC0877
 NC0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0877'4.8 KM (3.0 MI) WEST FROM DUNKIRK.
 NC0877'4.8 KM (3.0 MI) WEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 NC0877'CENTRAL AVENUE IN DUNKIRK TO THE MARK ON THE LEFT, ON PROPERTY OF THE
 NC0877'REGAL LUMBER HOME CENTER, 52.12 METERS (171.0 FT) SOUTH OF THE
 NC0877'CENTERLINE OF THE HIGHWAY, 1.16 METERS (3.8 FT) NORTHEAST OF THE
 NC0877'NORTHEAST CORNER OF THE BUILDING.
 NC0877'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NC0877
 NC0877                          STATION RECOVERY (1997)
 NC0877
 NC0877'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC0877'RECOVERED IN GOOD CONDITION.
 NC0877
 NC0877                          STATION RECOVERY (2002)
 NC0877
 NC0877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DLB)
 NC0877'THE POINT SHOULD HAVE BEEN IN AN AREA WHICH IS NOW GRAVELLED AND USED
 NC0877'FOR PIPE STORAGE. THE MARK WAS NOT FOUND. DAN BARRY
 NC0877
 NC0877                          STATION RECOVERY (2006)
 NC0877
 NC0877'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0877'THE REGAL LUMBER HOME CENTER IS NO LONGER AT THIS LOCATION, AND THE
 NC0877'AREA HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1605 ***********************************************************************
 PG1605  DESIGNATION -  C 473
 PG1605  PID         -  PG1605
 PG1605  STATE/COUNTY-  NY/ESSEX
 PG1605  USGS QUAD   -  
 PG1605
 PG1605                         *CURRENT SURVEY CONTROL
 PG1605  ___________________________________________________________________
 PG1605* NAD 83(1986)-  44 01 49.     (N)    073 25 34.     (W)     SCALED    
 PG1605* NAVD 88     -        40.430  (meters)     132.64   (feet)  ADJUSTED  
 PG1605  ___________________________________________________________________
 PG1605  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG1605  DYNAMIC HT  -          40.425 (meters)     132.63  (feet)  COMP
 PG1605  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 PG1605
 PG1605  VERT ORDER  -  FIRST     CLASS II
 PG1605
 PG1605.The horizontal coordinates were scaled from a topographic map and have
 PG1605.an estimated accuracy of +/- 6 seconds.
 PG1605
 PG1605.The orthometric height was determined by differential leveling
 PG1605.and adjusted by the National Geodetic Survey in June 1991..
 PG1605
 PG1605.The geoid height was determined by GEOID03.
 PG1605
 PG1605.The dynamic height is computed by dividing the NAVD 88
 PG1605.geopotential number by the normal gravity value computed on the
 PG1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1605.degrees latitude (g = 980.6199 gals.).
 PG1605
 PG1605.The modeled gravity was interpolated from observed gravity values.
 PG1605
 PG1605;                    North         East    Units  Estimated Accuracy
 PG1605;SPC NY E     -   577,690.      236,080.      MT  (+/- 180 meters Scaled)
 PG1605
 PG1605                          SUPERSEDED SURVEY CONTROL
 PG1605
 PG1605  NGVD 29 (??/??/??)   40.608  (m)          133.23   (f) ADJUSTED    1 2
 PG1605
 PG1605.Superseded values are not recommended for survey control.
 PG1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1605.See file dsdata.txt to determine how the superseded data were derived.
 PG1605
 PG1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP261764(NAD 83)
 PG1605_MARKER: DV = VERTICAL CONTROL DISK
 PG1605_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PG1605_SP_SET: ABUTMENT
 PG1605_STAMPING: C 473 1984
 PG1605_MARK LOGO: NGS   
 PG1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1605
 PG1605  HISTORY     - Date     Condition        Report By
 PG1605  HISTORY     - 1984     MONUMENTED       NGS
 PG1605  HISTORY     - 19910801 MARK NOT FOUND   LOCSUR
 PG1605
 PG1605                          STATION DESCRIPTION
 PG1605
 PG1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PG1605'12.4 KM (7.75 MI) SE FROM PORT HENRY.
 PG1605'6.0 KM (3.75 MI) SOUTH ALONG STATE HIGHWAYS 9N AND 22 FROM THE NORSTAR
 PG1605'BANK IN PORT HENRY, THENCE 6.4 KM (4.0 MI) EAST ALONG STATE HIGHWAY 8
 PG1605'TO THE MARK ON THE LEFT, IN THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER
 PG1605'LAKE CHAMPLAIN, 3.6 METERS (12.0 FT) NORTHWEST OF THE CENTERLINE OF
 PG1605'THE HIGHWAY.
 PG1605'THE MARK IS 0.18 M ABOVE HIGHWAY.
 PG1605
 PG1605                          STATION RECOVERY (1991)
 PG1605
 PG1605'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991
 PG1605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2610 ***********************************************************************
 PG2610  DESIGNATION -  C 473 RESET
 PG2610  PID         -  PG2610
 PG2610  STATE/COUNTY-  NY/ESSEX
 PG2610  USGS QUAD   -  
 PG2610
 PG2610                         *CURRENT SURVEY CONTROL
 PG2610  ___________________________________________________________________
 PG2610* NAD 83(1986)-  44 01 49.     (N)    073 25 34.     (W)     SCALED    
 PG2610* NAVD 88     -        40.16   (meters)     131.8    (feet)  RESET     
 PG2610  ___________________________________________________________________
 PG2610  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG2610
 PG2610  VERT ORDER  -  THIRD
 PG2610
 PG2610.The horizontal coordinates were scaled from a topographic map and have
 PG2610.an estimated accuracy of +/- 6 seconds.
 PG2610
 PG2610.The orthometric height was computed from unverified reset data.
 PG2610.No vertical observational check was made to the station.
 PG2610
 PG2610.The geoid height was determined by GEOID03.
 PG2610
 PG2610;                    North         East    Units  Estimated Accuracy
 PG2610;SPC NY E     -   577,690.      236,080.      MT  (+/- 180 meters Scaled)
 PG2610
 PG2610                          SUPERSEDED SURVEY CONTROL
 PG2610
 PG2610  NGVD 29 (09/01/04)   40.34   (m)          132.3    (f) RESET       3  
 PG2610
 PG2610.Superseded values are not recommended for survey control.
 PG2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2610.See file dsdata.txt to determine how the superseded data were derived.
 PG2610
 PG2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP261764(NAD 83)
 PG2610_MARKER: DV = VERTICAL CONTROL DISK
 PG2610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PG2610_SP_SET: BRIDGE ABUTMENT
 PG2610_STAMPING: C 473 RESET 1991
 PG2610_MARK LOGO: NGS   
 PG2610_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG2610
 PG2610  HISTORY     - Date     Condition        Report By
 PG2610  HISTORY     - 1991     MONUMENTED       LOCSUR
 PG2610
 PG2610                          STATION DESCRIPTION
 PG2610
 PG2610'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991
 PG2610'3.75 MILES (6.03 KM) SOUTH ALONG STATE HIGHWAY 9N AND 22 FROM THE
 PG2610'NORSTAR BANK IN PORT HENRY, 4.0 MILES (6.4 KM) EAST ALONG STATE
 PG2610'HIGHWAY 8 TO THE MARK ON THE RIGHT, IN THE SOUTHWEST PART OF BRIDGE
 PG2610'OVER LAKE CHAMPLAIN, 15 FEET (4.6 M) SOUTHEAST OF THE CENTERLINE OF
 PG2610'THE HIGHWAY, 0.6 FEET (0.2 M) ABOVE THE HIGHWAY, AND 17 FEET (5.2 M)
 PG2610'NORTHEAST FROM THE END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2263 ***********************************************************************
 LX2263  DESIGNATION -  C 474
 LX2263  PID         -  LX2263
 LX2263  STATE/COUNTY-  NY/WESTCHESTER
 LX2263  USGS QUAD   -  GLENVILLE (1971)
 LX2263
 LX2263                         *CURRENT SURVEY CONTROL
 LX2263  ___________________________________________________________________
 LX2263* NAD 83(1986)-  41 01 13.     (N)    073 40 11.     (W)     SCALED    
 LX2263* NAVD 88     -        47.519  (meters)     155.90   (feet)  ADJUSTED  
 LX2263  ___________________________________________________________________
 LX2263  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX2263  DYNAMIC HT  -          47.502 (meters)     155.85  (feet)  COMP
 LX2263  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX2263
 LX2263  VERT ORDER  -  FIRST     CLASS II
 LX2263
 LX2263.The horizontal coordinates were scaled from a topographic map and have
 LX2263.an estimated accuracy of +/- 6 seconds.
 LX2263
 LX2263.The orthometric height was determined by differential leveling
 LX2263.and adjusted by the National Geodetic Survey in June 1991..
 LX2263
 LX2263.The geoid height was determined by GEOID03.
 LX2263
 LX2263.The dynamic height is computed by dividing the NAVD 88
 LX2263.geopotential number by the normal gravity value computed on the
 LX2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2263.degrees latitude (g = 980.6199 gals.).
 LX2263
 LX2263.The modeled gravity was interpolated from observed gravity values.
 LX2263
 LX2263;                    North         East    Units  Estimated Accuracy
 LX2263;SPC NY E     -   243,130.      219,830.      MT  (+/- 180 meters Scaled)
 LX2263
 LX2263                          SUPERSEDED SURVEY CONTROL
 LX2263
 LX2263.No superseded survey control is available for this station.
 LX2263
 LX2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL118418(NAD 83)
 LX2263_MARKER: I = METAL ROD
 LX2263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2263_SP_SET: STAINLESS STEEL ROD
 LX2263_STAMPING: C 474 1985
 LX2263_MARK LOGO: NGS   
 LX2263_PROJECTION: FLUSH
 LX2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2263_ROD/PIPE-DEPTH: 6.8  meters
 LX2263
 LX2263  HISTORY     - Date     Condition        Report By
 LX2263  HISTORY     - 1985     MONUMENTED       NGS
 LX2263  HISTORY     - 1989     GOOD             USPSQD
 LX2263  HISTORY     - 1990     GOOD             USPSQD
 LX2263
 LX2263                          STATION DESCRIPTION
 LX2263
 LX2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2263'IN PORT CHESTER.
 LX2263'IN PORT CHESTER, ALONG STATE HIGHWAY 120A (KING STREET), AT THE
 LX2263'JUNCTION OF UPLAND STREET, AT THE NORTHWEST CORNER OF KING STREET
 LX2263'SCHOOL PROPERTY, 5.27 METERS (17.3 FT) NORTHEAST OF THE NORTHEAST CURB
 LX2263'OF THE HIGHWAY, 6.10 METERS (20.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 LX2263'CURB OF UPLAND STREET, 6.58 METERS (21.6 FT) SOUTH-SOUTHWEST OF
 LX2263'UTILITY POLE W 1, 6.13 METERS (20.1 FT) NORTHEAST OF UTILITY POLE W
 LX2263'60, 0.79 METER (2.6 FT) NORTH-NORTHWEST OF A CHAIN LINK FENCE AROUND
 LX2263'THE SCHOOL PROPERTY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2263'5-INCH LOGO CAP.
 LX2263'THE MARK IS 0.30 METERS  NNW FROM  A WITNESS POST
 LX2263'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2263
 LX2263                          STATION RECOVERY (1989)
 LX2263
 LX2263'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX2263'RECOVERED IN GOOD CONDITION.
 LX2263
 LX2263                          STATION RECOVERY (1990)
 LX2263
 LX2263'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7177 ***********************************************************************
 AB7177  DESIGNATION -  C 475
 AB7177  PID         -  AB7177
 AB7177  STATE/COUNTY-  NY/NIAGARA
 AB7177  USGS QUAD   -  
 AB7177
 AB7177                         *CURRENT SURVEY CONTROL
 AB7177  ___________________________________________________________________
 AB7177* NAD 83(1986)-  43 14 29.     (N)    079 01 51.     (W)     SCALED    
 AB7177* NAVD 88     -        94.768  (meters)     310.92   (feet)  ADJUSTED  
 AB7177  ___________________________________________________________________
 AB7177  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 AB7177  DYNAMIC HT  -          94.748 (meters)     310.85  (feet)  COMP
 AB7177  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 AB7177
 AB7177  VERT ORDER  -  FIRST     CLASS II
 AB7177
 AB7177.The horizontal coordinates were scaled from a topographic map and have
 AB7177.an estimated accuracy of +/- 6 seconds.
 AB7177
 AB7177.The orthometric height was determined by differential leveling
 AB7177.and adjusted by the National Geodetic Survey in July 2002..
 AB7177
 AB7177.The geoid height was determined by GEOID03.
 AB7177
 AB7177.The dynamic height is computed by dividing the NAVD 88
 AB7177.geopotential number by the normal gravity value computed on the
 AB7177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7177.degrees latitude (g = 980.6199 gals.).
 AB7177
 AB7177.The modeled gravity was interpolated from observed gravity values.
 AB7177
 AB7177;                    North         East    Units  Estimated Accuracy
 AB7177;SPC NY W     -   360,080.      313,660.      MT  (+/- 180 meters Scaled)
 AB7177
 AB7177                          SUPERSEDED SURVEY CONTROL
 AB7177
 AB7177.No superseded survey control is available for this station.
 AB7177
 AB7177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH598895(NAD 83)
 AB7177_MARKER: DV = VERTICAL CONTROL DISK
 AB7177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7177_SP_SET: PIER
 AB7177_STAMPING: C 475 1996
 AB7177_MARK LOGO: NGS   
 AB7177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7177+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7177
 AB7177  HISTORY     - Date     Condition        Report By
 AB7177  HISTORY     - 1996     MONUMENTED       NGS
 AB7177  HISTORY     - 19980127 GOOD             NGS
 AB7177  HISTORY     - 20040325 GOOD             NYDT
 AB7177
 AB7177                          STATION DESCRIPTION
 AB7177
 AB7177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7177'0.1 KM (0.05 MI) WESTERLY ALONG LOCKPORT STREET FROM THE POST OFFICE
 AB7177'IN YOUNGSTOWN, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET,
 AB7177'THENCE 1.7 M (5.6 FT) EASTERLY ALONG CHURCH STREET AND BLAIRVILLE
 AB7177'ROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 4
 AB7177'CONCRETE COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AB7177'R.  MOSES PARKWAY NORTHBOUND OVERPASS OF THE ROAD, 8.3 M (27.2 FT)
 AB7177'NORTH OF THE ROAD CENTERLINE, 7.5 M (24.6 FT) WEST OF THE CENTER OF
 AB7177'THE PARKWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.
 AB7177
 AB7177                          STATION RECOVERY (1998)
 AB7177
 AB7177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (TK)
 AB7177'THIS STATION IS IN GOOD CONDITION.
 AB7177
 AB7177                          STATION RECOVERY (2004)
 AB7177
 AB7177'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (TK)
 AB7177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9286 ***********************************************************************
 DG9286  DESIGNATION -  C 477
 DG9286  PID         -  DG9286
 DG9286  STATE/COUNTY-  NY/NIAGARA
 DG9286  USGS QUAD   -  
 DG9286
 DG9286                         *CURRENT SURVEY CONTROL
 DG9286  ___________________________________________________________________
 DG9286* NAD 83(1986)-  43 22 06.     (N)    078 29 17.     (W)     SCALED    
 DG9286* NAVD 88     -        81.210  (meters)     266.44   (feet)  ADJUSTED  
 DG9286  ___________________________________________________________________
 DG9286  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DG9286  DYNAMIC HT  -          81.193 (meters)     266.38  (feet)  COMP
 DG9286  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 DG9286
 DG9286  VERT ORDER  -  SECOND    CLASS I
 DG9286
 DG9286.The horizontal coordinates were scaled from a topographic map and have
 DG9286.an estimated accuracy of +/- 6 seconds.
 DG9286
 DG9286.The orthometric height was determined by differential leveling
 DG9286.and adjusted by the National Geodetic Survey in April 2005..
 DG9286
 DG9286.Photographs are available for this station.
 DG9286
 DG9286.The geoid height was determined by GEOID03.
 DG9286
 DG9286.The dynamic height is computed by dividing the NAVD 88
 DG9286.geopotential number by the normal gravity value computed on the
 DG9286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9286.degrees latitude (g = 980.6199 gals.).
 DG9286
 DG9286.The modeled gravity was interpolated from observed gravity values.
 DG9286
 DG9286;                    North         East    Units  Estimated Accuracy
 DG9286;SPC NY W     -   374,090.      357,720.      MT  (+/- 180 meters Scaled)
 DG9286
 DG9286                          SUPERSEDED SURVEY CONTROL
 DG9286
 DG9286.No superseded survey control is available for this station.
 DG9286
 DG9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ035047(NAD 83)
 DG9286_MARKER: DB = BENCH MARK DISK
 DG9286_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG9286_SP_SET: BRIDGE WINGWALL
 DG9286_STAMPING: C 477 2004
 DG9286_MARK LOGO: USGS  
 DG9286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9286+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 DG9286
 DG9286  HISTORY     - Date     Condition        Report By
 DG9286  HISTORY     - 20040406 MONUMENTED       TVGA
 DG9286
 DG9286                          STATION DESCRIPTION
 DG9286
 DG9286'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 DG9286'FROM THE INTERSECTION OF RTE. 18 AND RTE 269 IN THE VILLAGE OF COUNTY
 DG9286'LINE. GO NORTH ON  RTE. 269 1.4 MILES TO LOWER LAKE ROAD, GO WEST ON
 DG9286'LOWER LAKE RD. FOR 1.1 MILES TO THE  ENTRANCE TO GOLDEN HILL STATE
 DG9286'PARK, GO NORTH ON THE PARK RD. FOR 0.2 MILES TO A  BRIDGE OVER A CREEK
 DG9286'AND THE STATION ON THE RIGHT. THE STATION IS A ALUMINUM DISK SET ON
 DG9286'THE SOUTHEAST WINGWALL FOR THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3725 ***********************************************************************
 DH3725  DESIGNATION -  C 478
 DH3725  PID         -  DH3725
 DH3725  STATE/COUNTY-  NY/CATTARAUGUS
 DH3725  USGS QUAD   -  GOWANDA (1976)
 DH3725
 DH3725                         *CURRENT SURVEY CONTROL
 DH3725  ___________________________________________________________________
 DH3725* NAD 83(1986)-  42 27 45.     (N)    078 56 41.     (W)     SCALED    
 DH3725* NAVD 88     -       231.711  (meters)     760.21   (feet)  ADJUSTED  
 DH3725  ___________________________________________________________________
 DH3725  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DH3725  DYNAMIC HT  -         231.633 (meters)     759.95  (feet)  COMP
 DH3725  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 DH3725
 DH3725  VERT ORDER  -  SECOND    CLASS I
 DH3725
 DH3725.The horizontal coordinates were scaled from a topographic map and have
 DH3725.an estimated accuracy of +/- 6 seconds.
 DH3725
 DH3725.The orthometric height was determined by differential leveling
 DH3725.and adjusted by the National Geodetic Survey in June 2005..
 DH3725.No vertical observational check was made to the station.
 DH3725
 DH3725.The geoid height was determined by GEOID03.
 DH3725
 DH3725.The dynamic height is computed by dividing the NAVD 88
 DH3725.geopotential number by the normal gravity value computed on the
 DH3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3725.degrees latitude (g = 980.6199 gals.).
 DH3725
 DH3725.The modeled gravity was interpolated from observed gravity values.
 DH3725
 DH3725;                    North         East    Units  Estimated Accuracy
 DH3725;SPC NY W     -   273,530.      320,280.      MT  (+/- 180 meters Scaled)
 DH3725
 DH3725                          SUPERSEDED SURVEY CONTROL
 DH3725
 DH3725.No superseded survey control is available for this station.
 DH3725
 DH3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH689031(NAD 83)
 DH3725_MARKER: DB = BENCH MARK DISK
 DH3725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3725_SP_SET: CATCH BASIN
 DH3725_STAMPING: C 478 2004
 DH3725_MARK LOGO: NYDT  
 DH3725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3725+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 DH3725
 DH3725  HISTORY     - Date     Condition        Report By
 DH3725  HISTORY     - 20041110 MONUMENTED       TVGA
 DH3725
 DH3725                          STATION DESCRIPTION
 DH3725
 DH3725'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (JHD)
 DH3725'FROM THE POST OFFICE IN GOWANDA ON STATE ROUTE 39 GO WEST ON ROUTE 39
 DH3725'FOR 0.4 MILES TO  THE TO THE STATION ON THE RIGHT IN FRONT OF HOUSE
 DH3725'NO. 241. THE STATION IS A ALUMINUM DISK  (STAMPED C 478 2004) SET ON
 DH3725'THE NORTH SIDE OF THE CONCRETE FRAME FOR A CATCH BASIN, 18.4  FEET
 DH3725'NORTH OF CENTER LINE OF ROUTE 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1422 ***********************************************************************
 NA1422  DESIGNATION -  C 48
 NA1422  PID         -  NA1422
 NA1422  STATE/COUNTY-  NY/DELAWARE
 NA1422  USGS QUAD   -  CORBETT (1965)
 NA1422
 NA1422                         *CURRENT SURVEY CONTROL
 NA1422  ___________________________________________________________________
 NA1422* NAD 83(1986)-  42 01 14.     (N)    075 05 36.     (W)     SCALED    
 NA1422* NAVD 88     -       336.640  (meters)    1104.46   (feet)  ADJUSTED  
 NA1422  ___________________________________________________________________
 NA1422  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 NA1422  DYNAMIC HT  -         336.526 (meters)    1104.09  (feet)  COMP
 NA1422  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 NA1422
 NA1422  VERT ORDER  -  SECOND    CLASS 0
 NA1422
 NA1422.The horizontal coordinates were scaled from a topographic map and have
 NA1422.an estimated accuracy of +/- 6 seconds.
 NA1422
 NA1422.The orthometric height was determined by differential leveling
 NA1422.and adjusted by the National Geodetic Survey in June 1991..
 NA1422
 NA1422.The geoid height was determined by GEOID03.
 NA1422
 NA1422.The dynamic height is computed by dividing the NAVD 88
 NA1422.geopotential number by the normal gravity value computed on the
 NA1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1422.degrees latitude (g = 980.6199 gals.).
 NA1422
 NA1422.The modeled gravity was interpolated from observed gravity values.
 NA1422
 NA1422;                    North         East    Units  Estimated Accuracy
 NA1422;SPC NY E     -   354,050.      100,860.      MT  (+/- 180 meters Scaled)
 NA1422
 NA1422                          SUPERSEDED SURVEY CONTROL
 NA1422
 NA1422  NGVD 29 (??/??/92)  336.792  (m)         1104.96   (f) ADJ UNCH    2 0
 NA1422
 NA1422.Superseded values are not recommended for survey control.
 NA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1422.See file dsdata.txt to determine how the superseded data were derived.
 NA1422
 NA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM922520(NAD 83)
 NA1422_MARKER: DB = BENCH MARK DISK
 NA1422_SETTING: 66 = SET IN ROCK OUTCROP
 NA1422_SP_SET: ROCK OUTCROP
 NA1422_STAMPING: C 48 1934
 NA1422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1422+STABILITY: POSITION/ELEVATION WELL
 NA1422
 NA1422  HISTORY     - Date     Condition        Report By
 NA1422  HISTORY     - 1934     MONUMENTED       CGS
 NA1422
 NA1422                          STATION DESCRIPTION
 NA1422
 NA1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA1422'1.9 MI E FROM HARVARD.
 NA1422'ON THE DELAWARE AND NORTHERN RAILWAY, 1.1 MILES WEST OF SWITCH AT
 NA1422'LONG FLAT, 2 1/2 YARDS SOUTH OF SOUTH RAIL, 3 FEET ABOVE THE GROUND,
 NA1422'18 INCHES ABOVE THE TOP OF THE RAIL, IN THE FACE OF A LARGE ROCK
 NA1422'OUTCROP, A VERTICAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0122 ***********************************************************************
 NA0122  DESIGNATION -  C 49
 NA0122  PID         -  NA0122
 NA0122  STATE/COUNTY-  NY/SCHOHARIE
 NA0122  USGS QUAD   -  BREAKABEEN (1994)
 NA0122
 NA0122                         *CURRENT SURVEY CONTROL
 NA0122  ___________________________________________________________________
 NA0122* NAD 83(1986)-  42 31 20.     (N)    074 24 33.     (W)     SCALED    
 NA0122* NAVD 88     -       221.026  (meters)     725.15   (feet)  ADJUSTED  
 NA0122  ___________________________________________________________________
 NA0122  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 NA0122  DYNAMIC HT  -         220.956 (meters)     724.92  (feet)  COMP
 NA0122  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 NA0122
 NA0122  VERT ORDER  -  SECOND    CLASS 0
 NA0122
 NA0122.The horizontal coordinates were scaled from a topographic map and have
 NA0122.an estimated accuracy of +/- 6 seconds.
 NA0122
 NA0122.The orthometric height was determined by differential leveling
 NA0122.and adjusted by the National Geodetic Survey in June 1991..
 NA0122
 NA0122.The geoid height was determined by GEOID03.
 NA0122
 NA0122.The dynamic height is computed by dividing the NAVD 88
 NA0122.geopotential number by the normal gravity value computed on the
 NA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0122.degrees latitude (g = 980.6199 gals.).
 NA0122
 NA0122.The modeled gravity was interpolated from observed gravity values.
 NA0122
 NA0122;                    North         East    Units  Estimated Accuracy
 NA0122;SPC NY E     -   409,610.      157,460.      MT  (+/- 180 meters Scaled)
 NA0122
 NA0122                          SUPERSEDED SURVEY CONTROL
 NA0122
 NA0122  NGVD 29 (??/??/92)  221.174  (m)          725.63   (f) ADJ UNCH    2 0
 NA0122
 NA0122.Superseded values are not recommended for survey control.
 NA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0122.See file dsdata.txt to determine how the superseded data were derived.
 NA0122
 NA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN485079(NAD 83)
 NA0122_MARKER: DB = BENCH MARK DISK
 NA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0122_STAMPING: C 49 1934
 NA0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0122+STABILITY: SURFACE MOTION
 NA0122
 NA0122  HISTORY     - Date     Condition        Report By
 NA0122  HISTORY     - 1934     MONUMENTED       CGS
 NA0122  HISTORY     - 1942     GOOD             NGS
 NA0122
 NA0122                          STATION DESCRIPTION
 NA0122
 NA0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0122'AT BREAKABEEN.
 NA0122'AT BREAKABEEN, ABOUT 130 YARDS SOUTHEAST OF THE SOUTHEAST END OF THE
 NA0122'CONCRETE BRIDGE OVER KISERKILL CREEK, 122.5 FEET SOUTH OF THE SOUTH
 NA0122'CORNER OF J. Z. JOSEPHZHS HOUSE, 22.5 FEET NORTHEAST OF THE CENTER
 NA0122'LINE OF STATE HIGHWAY NO. 30, 2.2 FEET SOUTHWEST OF A WIRE FENCE, AND
 NA0122'1 FOOT SOUTHWEST OF A STANDARD REFERENCE POST. A STANDARD DISK, SET
 NA0122'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1517 ***********************************************************************
 NA1517  DESIGNATION -  C 50
 NA1517  PID         -  NA1517
 NA1517  STATE/COUNTY-  NY/CHENANGO
 NA1517  USGS QUAD   -  OXFORD (1949)
 NA1517
 NA1517                         *CURRENT SURVEY CONTROL
 NA1517  ___________________________________________________________________
 NA1517* NAD 83(1986)-  42 26 51.     (N)    075 34 54.     (W)     SCALED    
 NA1517* NAVD 88     -       297.178  (meters)     974.99   (feet)  ADJUSTED  
 NA1517  ___________________________________________________________________
 NA1517  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NA1517  DYNAMIC HT  -         297.075 (meters)     974.65  (feet)  COMP
 NA1517  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 NA1517
 NA1517  VERT ORDER  -  SECOND    CLASS 0
 NA1517
 NA1517.The horizontal coordinates were scaled from a topographic map and have
 NA1517.an estimated accuracy of +/- 6 seconds.
 NA1517
 NA1517.The orthometric height was determined by differential leveling
 NA1517.and adjusted by the National Geodetic Survey in June 1991..
 NA1517
 NA1517.The geoid height was determined by GEOID03.
 NA1517
 NA1517.The dynamic height is computed by dividing the NAVD 88
 NA1517.geopotential number by the normal gravity value computed on the
 NA1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1517.degrees latitude (g = 980.6199 gals.).
 NA1517
 NA1517.The modeled gravity was interpolated from observed gravity values.
 NA1517
 NA1517;                    North         East    Units  Estimated Accuracy
 NA1517;SPC NY C     -   272,280.      332,400.      MT  (+/- 180 meters Scaled)
 NA1517
 NA1517                          SUPERSEDED SURVEY CONTROL
 NA1517
 NA1517  NGVD 29 (??/??/92)  297.294  (m)          975.37   (f) ADJ UNCH    2 0
 NA1517
 NA1517.Superseded values are not recommended for survey control.
 NA1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1517.See file dsdata.txt to determine how the superseded data were derived.
 NA1517
 NA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM521996(NAD 83)
 NA1517_MARKER: DB = BENCH MARK DISK
 NA1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1517_SP_SET: BRIDGE
 NA1517_STAMPING: C 50 1934
 NA1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1517
 NA1517  HISTORY     - Date     Condition        Report By
 NA1517  HISTORY     - 1934     MONUMENTED       CGS
 NA1517
 NA1517                          STATION DESCRIPTION
 NA1517
 NA1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA1517'0.8 MI N FROM OXFORD.
 NA1517'ON THE UTICA DIVISION OF THE DELAWARE, LACKAWANNA AND WESTERN
 NA1517'RAILWAY, 0.6 MILE NORTH OF MP NO. 225, 6 RAILS SOUTH OF ELECTRIC
 NA1517'POWER PLANT, 15 YARDS SOUTH OF A SWITCH, 12 YARDS NORTH OF A WATER
 NA1517'TANK, 6 RAILS NORTH OF SIGNAL TOWER NO. 225.6, ON THE SOUTHEAST
 NA1517'CORNER OF CONCRETE FOUNDATION OF RAILWAY WATER SPOUT, 2 YARDS EAST OF
 NA1517'THE EAST RAIL, AND LEVEL WITH THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0256 ***********************************************************************
 NB0256  DESIGNATION -  C 51
 NB0256  PID         -  NB0256
 NB0256  STATE/COUNTY-  NY/CORTLAND
 NB0256  USGS QUAD   -  CORTLAND (1955)
 NB0256
 NB0256                         *CURRENT SURVEY CONTROL
 NB0256  ___________________________________________________________________
 NB0256* NAD 83(1986)-  42 33 56.     (N)    076 14 58.     (W)     SCALED    
 NB0256* NAVD 88     -       362.034  (meters)    1187.77   (feet)  ADJUSTED  
 NB0256  ___________________________________________________________________
 NB0256  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NB0256  DYNAMIC HT  -         361.910 (meters)    1187.37  (feet)  COMP
 NB0256  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NB0256
 NB0256  VERT ORDER  -  SECOND    CLASS 0
 NB0256
 NB0256.The horizontal coordinates were scaled from a topographic map and have
 NB0256.an estimated accuracy of +/- 6 seconds.
 NB0256
 NB0256.The orthometric height was determined by differential leveling
 NB0256.and adjusted by the National Geodetic Survey in June 1991..
 NB0256
 NB0256.The geoid height was determined by GEOID03.
 NB0256
 NB0256.The dynamic height is computed by dividing the NAVD 88
 NB0256.geopotential number by the normal gravity value computed on the
 NB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0256.degrees latitude (g = 980.6199 gals.).
 NB0256
 NB0256.The modeled gravity was interpolated from observed gravity values.
 NB0256
 NB0256;                    North         East    Units  Estimated Accuracy
 NB0256;SPC NY C     -   284,970.      277,420.      MT  (+/- 180 meters Scaled)
 NB0256
 NB0256                          SUPERSEDED SURVEY CONTROL
 NB0256
 NB0256  NGVD 29 (??/??/92)  362.164  (m)         1188.20   (f) ADJ UNCH    2 0
 NB0256
 NB0256.Superseded values are not recommended for survey control.
 NB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0256.See file dsdata.txt to determine how the superseded data were derived.
 NB0256
 NB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN974133(NAD 83)
 NB0256_MARKER: DB = BENCH MARK DISK
 NB0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0256_STAMPING: C 51 1934
 NB0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0256+STABILITY: SURFACE MOTION
 NB0256
 NB0256  HISTORY     - Date     Condition        Report By
 NB0256  HISTORY     - 1934     MONUMENTED       CGS
 NB0256  HISTORY     - 19910110 MARK NOT FOUND   USPSQD
 NB0256
 NB0256                          STATION DESCRIPTION
 NB0256
 NB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0256'4.2 MI S FROM CORTLAND.
 NB0256'ON THE CORTLAND TO ELMIRA BRANCH OF THE LEHIGH VALLEY RAILWAY, 75
 NB0256'YARDS WEST OF THE QUIET  REST TOURIST HOME, 6 RAILS NORTH OF A
 NB0256'CREAMERY, 10 YARDS EAST OF PIT SCALES, 9 YARDS SOUTHWEST OF HIGHWAY
 NB0256'CROSSING, 8 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 YARDS
 NB0256'WEST OF THE WEST RAIL, A CONCRETE POST, 1 YARDS ABOVE THE TOP OF THE
 NB0256'GROUND.
 NB0256
 NB0256                          STATION RECOVERY (1991)
 NB0256
 NB0256'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1551 ***********************************************************************
 NA1551  DESIGNATION -  C 52
 NA1551  PID         -  NA1551
 NA1551  STATE/COUNTY-  NY/MADISON
 NA1551  USGS QUAD   -  CAZENOVIA (1943)
 NA1551
 NA1551                         *CURRENT SURVEY CONTROL
 NA1551  ___________________________________________________________________
 NA1551* NAD 83(1986)-  42 54 34.     (N)    075 51 40.     (W)     SCALED    
 NA1551* NAVD 88     -       384.034  (meters)    1259.95   (feet)  ADJUSTED  
 NA1551  ___________________________________________________________________
 NA1551  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NA1551  DYNAMIC HT  -         383.919 (meters)    1259.57  (feet)  COMP
 NA1551  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 NA1551
 NA1551  VERT ORDER  -  SECOND    CLASS 0
 NA1551
 NA1551.The horizontal coordinates were scaled from a topographic map and have
 NA1551.an estimated accuracy of +/- 6 seconds.
 NA1551
 NA1551.The orthometric height was determined by differential leveling
 NA1551.and adjusted by the National Geodetic Survey in June 1991..
 NA1551
 NA1551.The geoid height was determined by GEOID03.
 NA1551
 NA1551.The dynamic height is computed by dividing the NAVD 88
 NA1551.geopotential number by the normal gravity value computed on the
 NA1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1551.degrees latitude (g = 980.6199 gals.).
 NA1551
 NA1551.The modeled gravity was interpolated from observed gravity values.
 NA1551
 NA1551;                    North         East    Units  Estimated Accuracy
 NA1551;SPC NY C     -   323,360.      308,970.      MT  (+/- 180 meters Scaled)
 NA1551
 NA1551                          SUPERSEDED SURVEY CONTROL
 NA1551
 NA1551  NGVD 29 (??/??/92)  384.152  (m)         1260.34   (f) ADJ UNCH    2 0
 NA1551
 NA1551.Superseded values are not recommended for survey control.
 NA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1551.See file dsdata.txt to determine how the superseded data were derived.
 NA1551
 NA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN297511(NAD 83)
 NA1551_MARKER: DB = BENCH MARK DISK
 NA1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1551_STAMPING: C 52 1934
 NA1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1551+STABILITY: SURFACE MOTION
 NA1551
 NA1551  HISTORY     - Date     Condition        Report By
 NA1551  HISTORY     - 1934     MONUMENTED       CGS
 NA1551  HISTORY     - 1935     GOOD             NGS
 NA1551
 NA1551                          STATION DESCRIPTION
 NA1551
 NA1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NA1551'AT RIPPLETON.
 NA1551'AT RIPPLETON, MADISON COUNTY, ON THE LEHIGH VALLEY RAILROAD, AT THE
 NA1551'JUNCTION OF THE WEST SHORE RAILROAD, 81.7 FEET NORTHEAST OF THE
 NA1551'INTERSECTION OF THE NORTHWEST RAIL OF THE LEHIGH VALLEY RAILROAD AND
 NA1551'THE NORTHEAST RAIL OF THE WEST SHORE RAILROAD, 16.M FEET NORTHWEST OF
 NA1551'AN IRON POST, 15 FEET SOUTHEAST OF A POLE, AND ABOUT 5 FEET HIGHER
 NA1551'THAN THE RAIL.  A STANDARD DISK, STAMPED C 52 1934 AND SET IN THE TOP
 NA1551'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1036 ***********************************************************************
 OE1036  DESIGNATION -  C 53
 OE1036  PID         -  OE1036
 OE1036  STATE/COUNTY-  NY/OSWEGO
 OE1036  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1036
 OE1036                         *CURRENT SURVEY CONTROL
 OE1036  ___________________________________________________________________
 OE1036* NAD 83(1986)-  43 26 10.     (N)    075 54 12.     (W)     SCALED    
 OE1036* NAVD 88     -       187.561  (meters)     615.36   (feet)  ADJUSTED  
 OE1036  ___________________________________________________________________
 OE1036  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 OE1036  DYNAMIC HT  -         187.517 (meters)     615.21  (feet)  COMP
 OE1036  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 OE1036
 OE1036  VERT ORDER  -  SECOND    CLASS 0
 OE1036
 OE1036.The horizontal coordinates were scaled from a topographic map and have
 OE1036.an estimated accuracy of +/- 6 seconds.
 OE1036
 OE1036.The orthometric height was determined by differential leveling
 OE1036.and adjusted by the National Geodetic Survey in June 1991..
 OE1036
 OE1036.The geoid height was determined by GEOID03.
 OE1036
 OE1036.The dynamic height is computed by dividing the NAVD 88
 OE1036.geopotential number by the normal gravity value computed on the
 OE1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1036.degrees latitude (g = 980.6199 gals.).
 OE1036
 OE1036.The modeled gravity was interpolated from observed gravity values.
 OE1036
 OE1036;                    North         East    Units  Estimated Accuracy
 OE1036;SPC NY C     -   381,840.      305,050.      MT  (+/- 180 meters Scaled)
 OE1036
 OE1036                          SUPERSEDED SURVEY CONTROL
 OE1036
 OE1036  NGVD 29 (??/??/92)  187.711  (m)          615.85   (f) ADJ UNCH    2 0
 OE1036
 OE1036.Superseded values are not recommended for survey control.
 OE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1036.See file dsdata.txt to determine how the superseded data were derived.
 OE1036
 OE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP268096(NAD 83)
 OE1036_MARKER: DB = BENCH MARK DISK
 OE1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1036_STAMPING: C 53 1934
 OE1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1036+STABILITY: SURFACE MOTION
 OE1036
 OE1036  HISTORY     - Date     Condition        Report By
 OE1036  HISTORY     - 1934     MONUMENTED       CGS
 OE1036  HISTORY     - 19980728 MARK NOT FOUND   USPSQD
 OE1036
 OE1036                          STATION DESCRIPTION
 OE1036
 OE1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OE1036'1.1 MI N FROM WILLIAMSTOWN.
 OE1036'1.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 OE1036'AT WILLIAMSTOWN, OSWEGO COUNTY, 0.3 MILE SOUTH OF MILEPOST R 12, 23
 OE1036'YARDS WEST OF THE CROSSING OF THE WEST RAIL WITH THE CENTERLINE OF A
 OE1036'DIRT ROAD, 12.3 FEET NORTHEAST OF THE CORNER POST OF A WIRE FENCE, 4.5
 OE1036'FEET EAST OF A BOARD FENCE, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 OE1036'RAIL. A STANDARD DISK, STAMPED C 53 1934 AND SET IN THE TOP OF A
 OE1036'CONCRETE POST.
 OE1036
 OE1036                          STATION RECOVERY (1998)
 OE1036
 OE1036'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1244 ***********************************************************************
 NB1244  DESIGNATION -  C 55 1934
 NB1244  PID         -  NB1244
 NB1244  STATE/COUNTY-  NY/LIVINGSTON
 NB1244  USGS QUAD   -  ARKPORT (1978)
 NB1244
 NB1244                         *CURRENT SURVEY CONTROL
 NB1244  ___________________________________________________________________
 NB1244* NAD 83(1986)-  42 29 05.     (N)    077 42 48.     (W)     SCALED    
 NB1244* NAVD 88     -       389.161  (meters)    1276.77   (feet)  ADJUSTED  
 NB1244  ___________________________________________________________________
 NB1244  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NB1244  DYNAMIC HT  -         389.023 (meters)    1276.32  (feet)  COMP
 NB1244  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 NB1244
 NB1244  VERT ORDER  -  SECOND    CLASS 0
 NB1244
 NB1244.The horizontal coordinates were scaled from a topographic map and have
 NB1244.an estimated accuracy of +/- 6 seconds.
 NB1244
 NB1244.The orthometric height was determined by differential leveling
 NB1244.and adjusted by the National Geodetic Survey in June 1991..
 NB1244
 NB1244.The geoid height was determined by GEOID03.
 NB1244
 NB1244.The dynamic height is computed by dividing the NAVD 88
 NB1244.geopotential number by the normal gravity value computed on the
 NB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1244.degrees latitude (g = 980.6199 gals.).
 NB1244
 NB1244.The modeled gravity was interpolated from observed gravity values.
 NB1244
 NB1244;                    North         East    Units  Estimated Accuracy
 NB1244;SPC NY W     -   276,300.      421,530.      MT  (+/- 180 meters Scaled)
 NB1244
 NB1244                          SUPERSEDED SURVEY CONTROL
 NB1244
 NB1244  NGVD 29 (??/??/92)  389.290  (m)         1277.20   (f) ADJ UNCH    2 0
 NB1244
 NB1244.Superseded values are not recommended for survey control.
 NB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1244.See file dsdata.txt to determine how the superseded data were derived.
 NB1244
 NB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN769071(NAD 83)
 NB1244_MARKER: DB = BENCH MARK DISK
 NB1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1244_STAMPING: C 55 1934
 NB1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1244+STABILITY: SURFACE MOTION
 NB1244
 NB1244  HISTORY     - Date     Condition        Report By
 NB1244  HISTORY     - 1934     MONUMENTED       CGS
 NB1244
 NB1244                          STATION DESCRIPTION
 NB1244
 NB1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB1244'5.2 MI NE FROM CANASERAGA.
 NB1244'ON THE WAYLAND TO MORAINE BRANCH OF THE PITTSBURG, SHAWMUT, AND
 NB1244'NORTHERN RAILROAD, 200 YARDS WEST OF THE HECKMAN FARMS BARNS, 25
 NB1244'FEET SOUTHWEST OF DIRT ROAD CROSSING, 27 FEET WEST OF THE WEST RAIL,
 NB1244'LEVEL WITH TOP OF RAIL, AND ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0537 ***********************************************************************
 NC0537  DESIGNATION -  C 56
 NC0537  PID         -  NC0537
 NC0537  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0537  USGS QUAD   -  BROCTON (1979)
 NC0537
 NC0537                         *CURRENT SURVEY CONTROL
 NC0537  ___________________________________________________________________
 NC0537* NAD 83(1986)-  42 26 46.     (N)    079 23 15.     (W)     SCALED    
 NC0537* NAVD 88     -       190.824  (meters)     626.06   (feet)  ADJUSTED  
 NC0537  ___________________________________________________________________
 NC0537  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NC0537  DYNAMIC HT  -         190.762 (meters)     625.86  (feet)  COMP
 NC0537  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 NC0537
 NC0537  VERT ORDER  -  FIRST     CLASS II
 NC0537
 NC0537.The horizontal coordinates were scaled from a topographic map and have
 NC0537.an estimated accuracy of +/- 6 seconds.
 NC0537
 NC0537.The orthometric height was determined by differential leveling
 NC0537.and adjusted by the National Geodetic Survey in November 1993..
 NC0537
 NC0537.The geoid height was determined by GEOID03.
 NC0537
 NC0537.The dynamic height is computed by dividing the NAVD 88
 NC0537.geopotential number by the normal gravity value computed on the
 NC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0537.degrees latitude (g = 980.6199 gals.).
 NC0537
 NC0537.The modeled gravity was interpolated from observed gravity values.
 NC0537
 NC0537;                    North         East    Units  Estimated Accuracy
 NC0537;SPC NY W     -   271,960.      283,850.      MT  (+/- 180 meters Scaled)
 NC0537
 NC0537                          SUPERSEDED SURVEY CONTROL
 NC0537
 NC0537  NAVD 88 (??/??/92)  190.787  (m)          625.94   (f) POSTED      3  
 NC0537  NGVD 29 (??/??/92)  190.977  (m)          626.56   (f) ADJ UNCH    1 2
 NC0537
 NC0537.Superseded values are not recommended for survey control.
 NC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0537.See file dsdata.txt to determine how the superseded data were derived.
 NC0537
 NC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH326005(NAD 83)
 NC0537_MARKER: DB = BENCH MARK DISK
 NC0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0537_STAMPING: C 56 1934
 NC0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0537+STABILITY: SURFACE MOTION
 NC0537
 NC0537  HISTORY     - Date     Condition        Report By
 NC0537  HISTORY     - 1934     MONUMENTED       CGS
 NC0537  HISTORY     - 1980     GOOD             LOCENG
 NC0537  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0537  HISTORY     - 20060826 MARK NOT FOUND   GEOCAC
 NC0537
 NC0537                          STATION DESCRIPTION
 NC0537
 NC0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0537'3.9 MI SW FROM DUNKIRK.
 NC0537'3.9 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NC0537'STATION AT DUNKIRK, CHAUTAUQUA COUNTY, 34 YARDS WEST OF THE WEST END
 NC0537'OF THE STATION AT VAN BUREN, 25 FEET SOUTH OF THE SOUTH RAIL, 4 FEET
 NC0537'NORTH OF A BATTERY WELL, AND 3 FEET NORTHEAST OF A RELAY BOX.  A
 NC0537'STANDARD DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A CONCRETE
 NC0537'POST.
 NC0537
 NC0537                          STATION RECOVERY (1980)
 NC0537
 NC0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 NC0537'MON. IS 236 FT. SOUTHWESTERLY FROM THE CENTER LINE OF VAN BUREN RD.
 NC0537'AND 58 FT. SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK AND IS 1.5 FT.
 NC0537'ABOVE GROUND LEVEL-NOTE-- THE STATION AT VAN BUREN, THE BATTERY WELL
 NC0537'AND RELAY BOX NO LONGER EXISTS.
 NC0537
 NC0537                          STATION RECOVERY (1983)
 NC0537
 NC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0537'NOT RECOVERED, THE VAN BUREN STATION IS GONE AND THE DESCRIPTION IS
 NC0537'INADEQUATE.
 NC0537
 NC0537                          STATION RECOVERY (2006)
 NC0537
 NC0537'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0295 ***********************************************************************
 LY0295  DESIGNATION -  C 57
 LY0295  PID         -  LY0295
 LY0295  STATE/COUNTY-  NY/ORANGE
 LY0295  USGS QUAD   -  CORNWALL (1981)
 LY0295
 LY0295                         *CURRENT SURVEY CONTROL
 LY0295  ___________________________________________________________________
 LY0295* NAD 83(1986)-  41 29 09.     (N)    074 04 46.     (W)     SCALED    
 LY0295* NAVD 88     -       104.369  (meters)     342.42   (feet)  ADJUSTED  
 LY0295  ___________________________________________________________________
 LY0295  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LY0295  DYNAMIC HT  -         104.329 (meters)     342.29  (feet)  COMP
 LY0295  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 LY0295
 LY0295  VERT ORDER  -  SECOND    CLASS 0
 LY0295
 LY0295.The horizontal coordinates were scaled from a topographic map and have
 LY0295.an estimated accuracy of +/- 6 seconds.
 LY0295
 LY0295.The orthometric height was determined by differential leveling
 LY0295.and adjusted by the National Geodetic Survey in June 1991..
 LY0295
 LY0295.The geoid height was determined by GEOID03.
 LY0295
 LY0295.The dynamic height is computed by dividing the NAVD 88
 LY0295.geopotential number by the normal gravity value computed on the
 LY0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0295.degrees latitude (g = 980.6199 gals.).
 LY0295
 LY0295.The modeled gravity was interpolated from observed gravity values.
 LY0295
 LY0295;                    North         East    Units  Estimated Accuracy
 LY0295;SPC NY E     -   294,580.      185,120.      MT  (+/- 180 meters Scaled)
 LY0295
 LY0295                          SUPERSEDED SURVEY CONTROL
 LY0295
 LY0295  NGVD 29 (??/??/92)  104.642  (m)          343.31   (f) ADJ UNCH    2 0
 LY0295
 LY0295.Superseded values are not recommended for survey control.
 LY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0295.See file dsdata.txt to determine how the superseded data were derived.
 LY0295
 LY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL768931(NAD 83)
 LY0295_MARKER: DB = BENCH MARK DISK
 LY0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0295_SP_SET: ABUTMENT
 LY0295_STAMPING: C 57 1955
 LY0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0295
 LY0295  HISTORY     - Date     Condition        Report By
 LY0295  HISTORY     - 1955     MONUMENTED       CGS
 LY0295
 LY0295                          STATION DESCRIPTION
 LY0295
 LY0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LY0295'2.4 MI NW FROM VAILS GATE JUNCTION.
 LY0295'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE ERIE
 LY0295'RAILROAD STATION AT VAILS GATE JUNCTION, THENCE ABOUT 0.4 MILE
 LY0295'WEST ALONG STATE HIGHWAY 207, AT OVERPASS OF NEW YORK THRUWAY
 LY0295'OVER HIGHWAY 207, SET VERTICALLY IN SOUTH FACE OF NORTH ABUTMENT
 LY0295'OF OVERPASS, 22 FEET NORTH OF CENTER LINE OF HIGHWAY, 2 1/2
 LY0295'FEET WEST OF EAST END OF ABUTMENT AND ABOUT 3 FEET ABOVE LEVEL OF
 LY0295'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1509 ***********************************************************************
 LX1509  DESIGNATION -  C 58
 LX1509  PID         -  LX1509
 LX1509  STATE/COUNTY-  NY/DUTCHESS
 LX1509  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1509
 LX1509                         *CURRENT SURVEY CONTROL
 LX1509  ___________________________________________________________________
 LX1509* NAD 83(1986)-  41 42 43.     (N)    073 53 35.     (W)     SCALED    
 LX1509* NAVD 88     -        60.866  (meters)     199.69   (feet)  ADJUSTED  
 LX1509  ___________________________________________________________________
 LX1509  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LX1509  DYNAMIC HT  -          60.844 (meters)     199.62  (feet)  COMP
 LX1509  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 LX1509
 LX1509  VERT ORDER  -  FIRST     CLASS II
 LX1509
 LX1509.The horizontal coordinates were scaled from a topographic map and have
 LX1509.an estimated accuracy of +/- 6 seconds.
 LX1509
 LX1509.The orthometric height was determined by differential leveling
 LX1509.and adjusted by the National Geodetic Survey in June 1991..
 LX1509
 LX1509.The geoid height was determined by GEOID03.
 LX1509
 LX1509.The dynamic height is computed by dividing the NAVD 88
 LX1509.geopotential number by the normal gravity value computed on the
 LX1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1509.degrees latitude (g = 980.6199 gals.).
 LX1509
 LX1509.The modeled gravity was interpolated from observed gravity values.
 LX1509
 LX1509;                    North         East    Units  Estimated Accuracy
 LX1509;SPC NY E     -   319,790.      200,510.      MT  (+/- 180 meters Scaled)
 LX1509
 LX1509                          SUPERSEDED SURVEY CONTROL
 LX1509
 LX1509  NGVD 29 (??/??/92)   61.13   (m)          200.6    (f) COMPUTED    1 2
 LX1509
 LX1509.Superseded values are not recommended for survey control.
 LX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1509.See file dsdata.txt to determine how the superseded data were derived.
 LX1509
 LX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM920183(NAD 83)
 LX1509_MARKER: DB = BENCH MARK DISK
 LX1509_SETTING: 66 = SET IN ROCK OUTCROP
 LX1509_SP_SET: ROCK CUT
 LX1509_STAMPING: C 58 1955
 LX1509_MARK LOGO: CGS   
 LX1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX1509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1509+STABILITY: POSITION/ELEVATION WELL
 LX1509
 LX1509  HISTORY     - Date     Condition        Report By
 LX1509  HISTORY     - 1955     MONUMENTED       CGS
 LX1509  HISTORY     - 1963     GOOD             NGS
 LX1509  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX1509  HISTORY     - 19941206 GOOD             LOCENG
 LX1509
 LX1509                          STATION DESCRIPTION
 LX1509
 LX1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1509'2.2 MI SE FROM POUGHKEEPSIE.
 LX1509'ABOUT 2.15 MILES EAST AND SOUTHEAST ALONG THE NEW YORK, NEW
 LX1509'HAVEN AND HARTFORD RALROAD FROM THE EAST END OF RAILROAD BRIDGE
 LX1509'OVER HUDSON RIVER AT POUGHKEEPSIE, SET VERTICALLY IN FACE OF A
 LX1509'ROCK CUT AND AT THE NORTHWEST END OF CUT, 921 FEET SOUTHEAST OF
 LX1509'CENTER OF CROSSING OF NORTH GRAND AVENUE, 26 FEET NORTHEAST OF
 LX1509'NORTHEAST RAIL OF NORTHEAST TRACK, 3 FEET NORTH OF WEST MOST
 LX1509'POINT OF ROCK AT NORTHWEST END OF CUT AND ABOUT 4 1/2 FEET ABOVE
 LX1509'LEVEL OF TRACKS.
 LX1509
 LX1509                          STATION RECOVERY (1963)
 LX1509
 LX1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1509'RECOVERED IN GOOD CONDITION.
 LX1509
 LX1509                          STATION RECOVERY (1978)
 LX1509
 LX1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1509'NOT RECOVERED.
 LX1509
 LX1509                          STATION RECOVERY (1994)
 LX1509
 LX1509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DRS)
 LX1509'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0556 ***********************************************************************
 MZ0556  DESIGNATION -  C 59
 MZ0556  PID         -  MZ0556
 MZ0556  STATE/COUNTY-  NY/DUTCHESS
 MZ0556  USGS QUAD   -  SAUGERTIES (1978)
 MZ0556
 MZ0556                         *CURRENT SURVEY CONTROL
 MZ0556  ___________________________________________________________________
 MZ0556* NAD 83(1986)-  42 01 37.     (N)    073 55 33.     (W)     SCALED    
 MZ0556* NAVD 88     -         2.141  (meters)       7.02   (feet)  ADJUSTED  
 MZ0556  ___________________________________________________________________
 MZ0556  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MZ0556  DYNAMIC HT  -           2.140 (meters)       7.02  (feet)  COMP
 MZ0556  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 MZ0556
 MZ0556  VERT ORDER  -  FIRST     CLASS II
 MZ0556
 MZ0556.The horizontal coordinates were scaled from a topographic map and have
 MZ0556.an estimated accuracy of +/- 6 seconds.
 MZ0556
 MZ0556.The orthometric height was determined by differential leveling
 MZ0556.and adjusted by the National Geodetic Survey in June 1991..
 MZ0556
 MZ0556.The geoid height was determined by GEOID03.
 MZ0556
 MZ0556.The dynamic height is computed by dividing the NAVD 88
 MZ0556.geopotential number by the normal gravity value computed on the
 MZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0556.degrees latitude (g = 980.6199 gals.).
 MZ0556
 MZ0556.The modeled gravity was interpolated from observed gravity values.
 MZ0556
 MZ0556;                    North         East    Units  Estimated Accuracy
 MZ0556;SPC NY E     -   354,750.      197,550.      MT  (+/- 180 meters Scaled)
 MZ0556
 MZ0556                          SUPERSEDED SURVEY CONTROL
 MZ0556
 MZ0556  NGVD 29 (??/??/92)    2.37   (m)            7.8    (f) COMPUTED    1 2
 MZ0556
 MZ0556.Superseded values are not recommended for survey control.
 MZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0556.See file dsdata.txt to determine how the superseded data were derived.
 MZ0556
 MZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM889533(NAD 83)
 MZ0556_MARKER: DB = BENCH MARK DISK
 MZ0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0556_SP_SET: BRIDGE ABUTMENT
 MZ0556_STAMPING: C 59 1955
 MZ0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0556
 MZ0556  HISTORY     - Date     Condition        Report By
 MZ0556  HISTORY     - 1955     MONUMENTED       CGS
 MZ0556
 MZ0556                          STATION DESCRIPTION
 MZ0556
 MZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0556'2.0 MI N FROM BARRYTOWN.
 MZ0556'ABOUT 2.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0556'STATION AT BARRYTOWN, ABOUT 2.3 MILES SOUTH OF THE STATION AT TIVOLI,
 MZ0556'ABOUT 0.3 MILE SOUTH OF MILE POST NY 97, IN THE TOP OF THE EAST END OF
 MZ0556'NORTH CONCRETE ABUTMENT OF A STEEL GIRDER BRIDGE, 25 FEET EAST OF EAST
 MZ0556'RAIL OF EAST TRACK, 7.3 FEET WEST OF EAST END OF ABUTMENT AND ABOUT 1
 MZ0556'FOOT BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0561 ***********************************************************************
 OD0561  DESIGNATION -  C 6
 OD0561  PID         -  OD0561
 OD0561  STATE/COUNTY-  NY/WASHINGTON
 OD0561  USGS QUAD   -  HARTFORD (1944)
 OD0561
 OD0561                         *CURRENT SURVEY CONTROL
 OD0561  ___________________________________________________________________
 OD0561* NAD 83(1986)-  43 21 30.     (N)    073 29 42.     (W)     SCALED    
 OD0561* NAVD 88     -        43.073  (meters)     141.32   (feet)  ADJUSTED  
 OD0561  ___________________________________________________________________
 OD0561  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 OD0561  DYNAMIC HT  -          43.064 (meters)     141.29  (feet)  COMP
 OD0561  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 OD0561
 OD0561  VERT ORDER  -  FIRST     CLASS I
 OD0561
 OD0561.The horizontal coordinates were scaled from a topographic map and have
 OD0561.an estimated accuracy of +/- 6 seconds.
 OD0561
 OD0561.The orthometric height was determined by differential leveling
 OD0561.and adjusted by the National Geodetic Survey in June 1991..
 OD0561
 OD0561.The geoid height was determined by GEOID03.
 OD0561
 OD0561.The dynamic height is computed by dividing the NAVD 88
 OD0561.geopotential number by the normal gravity value computed on the
 OD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0561.degrees latitude (g = 980.6199 gals.).
 OD0561
 OD0561.The modeled gravity was interpolated from observed gravity values.
 OD0561
 OD0561;                    North         East    Units  Estimated Accuracy
 OD0561;SPC NY E     -   502,970.      231,460.      MT  (+/- 180 meters Scaled)
 OD0561
 OD0561                          SUPERSEDED SURVEY CONTROL
 OD0561
 OD0561.No superseded survey control is available for this station.
 OD0561
 OD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP219017(NAD 83)
 OD0561_MARKER: Q = CHISELED SQUARE
 OD0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0561_SP_SET: BRIDGE
 OD0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0561
 OD0561  HISTORY     - Date     Condition        Report By
 OD0561  HISTORY     - UNK      MONUMENTED       CGS
 OD0561  HISTORY     - 1973     GOOD             NGS
 OD0561  HISTORY     - 20040628 MARK NOT FOUND   NYDT
 OD0561
 OD0561                          STATION DESCRIPTION
 OD0561
 OD0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0561'IN SMITHS BASIN.
 OD0561'AT SMITHS BASIN, 52 FEET NORTH OF THE CENTER OF CROSSING WITH STATE
 OD0561'HIGHWAY 149, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.2
 OD0561'FEET SOUTHWEST OF MILEPOST A63-RP128, 21.9 FEET NORTHWEST OF THE
 OD0561'NORTHWEST RAIL, A 1 1/2 INCH CHISELED SQUARE ON TOP OF THE EAST CORNER
 OD0561'OF THE NORTHWEST 14 FOOT CONCRETE HEADWALL OF SMALL ARCHED TYPE BRIDGE
 OD0561'UNDER TRACK, 2.5 FEET EAST OF A PIPE POST IN RAILING ON HEADWALL, 10
 OD0561'INCHES BELOW DIRT AND BALLAST AND 1 1/2 FEET BELOW LEVEL OF RAILS.
 OD0561
 OD0561                          STATION RECOVERY (2004)
 OD0561
 OD0561'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 OD0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0599 ***********************************************************************
 MZ0599  DESIGNATION -  C 60
 MZ0599  PID         -  MZ0599
 MZ0599  STATE/COUNTY-  NY/COLUMBIA
 MZ0599  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0599
 MZ0599                         *CURRENT SURVEY CONTROL
 MZ0599  ___________________________________________________________________
 MZ0599* NAD 83(1986)-  42 10 22.     (N)    073 52 03.     (W)     SCALED    
 MZ0599* NAVD 88     -         4.493  (meters)      14.74   (feet)  ADJUSTED  
 MZ0599  ___________________________________________________________________
 MZ0599  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0599  DYNAMIC HT  -           4.492 (meters)      14.74  (feet)  COMP
 MZ0599  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 MZ0599
 MZ0599  VERT ORDER  -  FIRST     CLASS II
 MZ0599
 MZ0599.The horizontal coordinates were scaled from a topographic map and have
 MZ0599.an estimated accuracy of +/- 6 seconds.
 MZ0599
 MZ0599.The orthometric height was determined by differential leveling
 MZ0599.and adjusted by the National Geodetic Survey in June 1991..
 MZ0599
 MZ0599.The geoid height was determined by GEOID03.
 MZ0599
 MZ0599.The dynamic height is computed by dividing the NAVD 88
 MZ0599.geopotential number by the normal gravity value computed on the
 MZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0599.degrees latitude (g = 980.6199 gals.).
 MZ0599
 MZ0599.The modeled gravity was interpolated from observed gravity values.
 MZ0599
 MZ0599;                    North         East    Units  Estimated Accuracy
 MZ0599;SPC NY E     -   370,980.      202,260.      MT  (+/- 180 meters Scaled)
 MZ0599
 MZ0599                          SUPERSEDED SURVEY CONTROL
 MZ0599
 MZ0599  NGVD 29 (??/??/92)    4.727  (m)           15.51   (f) ADJ UNCH    1 2
 MZ0599
 MZ0599.Superseded values are not recommended for survey control.
 MZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0599.See file dsdata.txt to determine how the superseded data were derived.
 MZ0599
 MZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM935695(NAD 83)
 MZ0599_MARKER: DB = BENCH MARK DISK
 MZ0599_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0599_SP_SET: ROCK CUT
 MZ0599_STAMPING: C 60 1955
 MZ0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0599+STABILITY: POSITION/ELEVATION WELL
 MZ0599
 MZ0599  HISTORY     - Date     Condition        Report By
 MZ0599  HISTORY     - 1955     MONUMENTED       CGS
 MZ0599
 MZ0599                          STATION DESCRIPTION
 MZ0599
 MZ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0599'3.1 MI N FROM GERMANTOWN.
 MZ0599'ABOUT 3.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0599'STATION AT GERMANTOWN, ABOUT 0.45 MILE SOUTH OF MILE POST NY 108, SET
 MZ0599'VERTICALLY IN FACE OF A DEEP ROCK CUT, 11 FEET EAST OF EAST RAIL OF
 MZ0599'EAST TRACK, 2 FEET SOUTH OF AN ANCHOR BOLT IN LEDGE HOLDING GUY WIRE
 MZ0599'FOR TELEPHONE POLE NO. 107/28 AND ABOUT 3 1/2 FEET ABOVE LEVEL OF
 MZ0599'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0964 ***********************************************************************
 KU0964  DESIGNATION -  C 61
 KU0964  PID         -  KU0964
 KU0964  STATE/COUNTY-  NY/WESTCHESTER
 KU0964  USGS QUAD   -  YONKERS (1979)
 KU0964
 KU0964                         *CURRENT SURVEY CONTROL
 KU0964  ___________________________________________________________________
 KU0964* NAD 83(1986)-  40 57 43.     (N)    073 53 32.     (W)     SCALED    
 KU0964* NAVD 88     -         2.462  (meters)       8.08   (feet)  ADJUSTED  
 KU0964  ___________________________________________________________________
 KU0964  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU0964  DYNAMIC HT  -           2.462 (meters)       8.08  (feet)  COMP
 KU0964  MODELED GRAV-     980,250.7   (mgal)                       NAVD 88
 KU0964
 KU0964  VERT ORDER  -  FIRST     CLASS II
 KU0964
 KU0964.The horizontal coordinates were scaled from a topographic map and have
 KU0964.an estimated accuracy of +/- 6 seconds.
 KU0964
 KU0964.The orthometric height was determined by differential leveling
 KU0964.and adjusted by the National Geodetic Survey in June 1991..
 KU0964
 KU0964.The geoid height was determined by GEOID03.
 KU0964
 KU0964.The dynamic height is computed by dividing the NAVD 88
 KU0964.geopotential number by the normal gravity value computed on the
 KU0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0964.degrees latitude (g = 980.6199 gals.).
 KU0964
 KU0964.The modeled gravity was interpolated from observed gravity values.
 KU0964
 KU0964;                    North         East    Units  Estimated Accuracy
 KU0964;SPC NY E     -   236,500.      201,160.      MT  (+/- 180 meters Scaled)
 KU0964
 KU0964                          SUPERSEDED SURVEY CONTROL
 KU0964
 KU0964  NGVD 29 (??/??/92)    2.767  (m)            9.08   (f) ADJ UNCH    1 2
 KU0964
 KU0964.Superseded values are not recommended for survey control.
 KU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0964.See file dsdata.txt to determine how the superseded data were derived.
 KU0964
 KU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL932351(NAD 83)
 KU0964_MARKER: DB = BENCH MARK DISK
 KU0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0964_SP_SET: CULVERT
 KU0964_STAMPING: C 61 1955
 KU0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0964
 KU0964  HISTORY     - Date     Condition        Report By
 KU0964  HISTORY     - 1955     MONUMENTED       CGS
 KU0964
 KU0964                          STATION DESCRIPTION
 KU0964
 KU0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KU0964'2 MI NE FROM YONKERS.
 KU0964'ABOUT 2.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KU0964'FROM THE STATION AT YONKERS, ABOUT 60 YARDS SOUTHWEST OF SOUTHWEST
 KU0964'EDGE OF FOOT BRIDGE OVER TRACKS LEADING TO YONKERS CORINTHIAN
 KU0964'YACHT CLUB, BETWEEN POWER TRANSMISSION TOWERS NO. 394 AND 395,
 KU0964'IN THE TOP AND 3.6 FEET NORTHEAST OF SOUTHWEST END OF NORTHWEST
 KU0964'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT UNDER TRACKS, 30 1/2 FEET
 KU0964'NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1044 ***********************************************************************
 LX1044  DESIGNATION -  C 62
 LX1044  PID         -  LX1044
 LX1044  STATE/COUNTY-  NY/WESTCHESTER
 LX1044  USGS QUAD   -  HAVERSTRAW (1979)
 LX1044
 LX1044                         *CURRENT SURVEY CONTROL
 LX1044  ___________________________________________________________________
 LX1044* NAD 83(1986)-  41 12 39.     (N)    073 52 45.     (W)     SCALED    
 LX1044* NAVD 88     -        44.385  (meters)     145.62   (feet)  ADJUSTED  
 LX1044  ___________________________________________________________________
 LX1044  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LX1044  DYNAMIC HT  -          44.368 (meters)     145.56  (feet)  COMP
 LX1044  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 LX1044
 LX1044  VERT ORDER  -  FIRST     CLASS II
 LX1044
 LX1044.The horizontal coordinates were scaled from a topographic map and have
 LX1044.an estimated accuracy of +/- 6 seconds.
 LX1044
 LX1044.The orthometric height was determined by differential leveling
 LX1044.and adjusted by the National Geodetic Survey in June 1991..
 LX1044
 LX1044.The geoid height was determined by GEOID03.
 LX1044
 LX1044.The dynamic height is computed by dividing the NAVD 88
 LX1044.geopotential number by the normal gravity value computed on the
 LX1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1044.degrees latitude (g = 980.6199 gals.).
 LX1044
 LX1044.The modeled gravity was interpolated from observed gravity values.
 LX1044
 LX1044;                    North         East    Units  Estimated Accuracy
 LX1044;SPC NY E     -   264,150.      202,060.      MT  (+/- 180 meters Scaled)
 LX1044
 LX1044                          SUPERSEDED SURVEY CONTROL
 LX1044
 LX1044  NGVD 29 (??/??/92)   44.688  (m)          146.61   (f) ADJ UNCH    1 2
 LX1044
 LX1044.Superseded values are not recommended for survey control.
 LX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1044.See file dsdata.txt to determine how the superseded data were derived.
 LX1044
 LX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL939627(NAD 83)
 LX1044_MARKER: DB = BENCH MARK DISK
 LX1044_SETTING: 66 = SET IN ROCK OUTCROP
 LX1044_SP_SET: ROCK LEDGE
 LX1044_STAMPING: C 62 1955
 LX1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1044+STABILITY: POSITION/ELEVATION WELL
 LX1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1044+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 LX1044
 LX1044  HISTORY     - Date     Condition        Report By
 LX1044  HISTORY     - 1955     MONUMENTED       CGS
 LX1044  HISTORY     - 20001110 GOOD             BAKER
 LX1044  HISTORY     - 20041222 GOOD             INDIV
 LX1044
 LX1044                          STATION DESCRIPTION
 LX1044
 LX1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1044'1.4 MI E FROM CROTON-ON-HUDSON.
 LX1044'0.6 MILE SOUTH ALONG U.S. HIGHWAY 9 (RIVERSIDE AVENUE) FROM THE
 LX1044'POST OFFICE AT CROTON-ON-HUDSON, THENCE ABOUT 0.8 MILE NORTHEAST
 LX1044'ALONG STATE HIGHWAY 129, ABOUT 0.3 MILE NORTHEAST OF INTERSECTION
 LX1044'OF MAPLE STREET (HIGHWAY 129) AND OLD POST ROAD, ABOUT 100 YARDS
 LX1044'SOUTHWEST OF Y JUNCTION OF MAPLE STREET AND GRAND STREET LEADING
 LX1044'WEST, AT THE SOUTHWEST END OF A LIMESTONE CUT AND IN THE TOP
 LX1044'OF A ROCK LEDGE, 7 1/2 FEET SOUTHEAST OF SOUTHEAST CURB OF
 LX1044'HIGHWAY, 29.3 FEET NORTHEAST OF NORTH CORNER OF STONE MASONRY
 LX1044'GATE POST ON EAST SIDE OF A BLACK TOP DRIVE LEADING SOUTH,
 LX1044'3 FEET NORTHEAST OF SOUTHWEST END OF LEDGE, AND ABOUT 4 FEET
 LX1044'ABOVE LEVEL OF HIGHWAY.
 LX1044
 LX1044                          STATION RECOVERY (2000)
 LX1044
 LX1044'RECOVERY NOTE BY M BAKER JR INCORPORATED 2000 (RJH)
 LX1044'RECOVERED IN GOOD CONDITION.
 LX1044
 LX1044                          STATION RECOVERY (2004)
 LX1044
 LX1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLM)
 LX1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0812 ***********************************************************************
 OD0812  DESIGNATION -  C 63
 OD0812  PID         -  OD0812
 OD0812  STATE/COUNTY-  NY/SARATOGA
 OD0812  USGS QUAD   -  GANSEVOORT (1968)
 OD0812
 OD0812                         *CURRENT SURVEY CONTROL
 OD0812  ___________________________________________________________________
 OD0812* NAD 83(1986)-  43 10 48.     (N)    073 40 25.     (W)     SCALED    
 OD0812* NAVD 88     -        82.407  (meters)     270.36   (feet)  ADJUSTED  
 OD0812  ___________________________________________________________________
 OD0812  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 OD0812  DYNAMIC HT  -          82.388 (meters)     270.30  (feet)  COMP
 OD0812  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 OD0812
 OD0812  VERT ORDER  -  FIRST     CLASS I
 OD0812
 OD0812.The horizontal coordinates were scaled from a topographic map and have
 OD0812.an estimated accuracy of +/- 6 seconds.
 OD0812
 OD0812.The orthometric height was determined by differential leveling
 OD0812.and adjusted by the National Geodetic Survey in June 1991..
 OD0812
 OD0812.The geoid height was determined by GEOID03.
 OD0812
 OD0812.The dynamic height is computed by dividing the NAVD 88
 OD0812.geopotential number by the normal gravity value computed on the
 OD0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0812.degrees latitude (g = 980.6199 gals.).
 OD0812
 OD0812.The modeled gravity was interpolated from observed gravity values.
 OD0812
 OD0812;                    North         East    Units  Estimated Accuracy
 OD0812;SPC NY E     -   483,000.      217,180.      MT  (+/- 180 meters Scaled)
 OD0812
 OD0812                          SUPERSEDED SURVEY CONTROL
 OD0812
 OD0812.No superseded survey control is available for this station.
 OD0812
 OD0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN077816(NAD 83)
 OD0812_MARKER: DB = BENCH MARK DISK
 OD0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0812_STAMPING: C 63 1955
 OD0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0812+STABILITY: SURFACE MOTION
 OD0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0812+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 OD0812
 OD0812  HISTORY     - Date     Condition        Report By
 OD0812  HISTORY     - 1955     MONUMENTED       CGS
 OD0812  HISTORY     - 1973     GOOD             NGS
 OD0812  HISTORY     - 20030829 GOOD             USPSQD
 OD0812
 OD0812                          STATION DESCRIPTION
 OD0812
 OD0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0812'1.60 MI SW FROM GANSEVOORT.
 OD0812'ABOUT 1.60 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0812'THE CROSSING OF STATE HIGHWAY 32 AT GANSEVOORT, AT A PRIVATE FIELD
 OD0812'ROAD CROSSING, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST A48-RP 143, 76.6
 OD0812'FEET SOUTHWEST OF THE CENTER LINE OF THE CROSSING, 16.6 FEET SOUTHEAST
 OD0812'OF THE SOUTHEAST RAIL, 6.1 FEET NORTHEAST OF THE SOUTHEAST ONE OF A
 OD0812'TWIN TELEPHONE POLE WITH 4 GUY WIRES, 1 FOOT BELOW LEVEL OF RAIL AND
 OD0812'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 OD0812
 OD0812                          STATION RECOVERY (2003)
 OD0812
 OD0812'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0684 ***********************************************************************
 MZ0684  DESIGNATION -  C 64
 MZ0684  PID         -  MZ0684
 MZ0684  STATE/COUNTY-  NY/RENSSELAER
 MZ0684  USGS QUAD   -  RAVENA (1980)
 MZ0684
 MZ0684                         *CURRENT SURVEY CONTROL
 MZ0684  ___________________________________________________________________
 MZ0684* NAD 83(1986)-  42 28 31.     (N)    073 46 17.     (W)     SCALED    
 MZ0684* NAVD 88     -         1.908  (meters)       6.26   (feet)  ADJUSTED  
 MZ0684  ___________________________________________________________________
 MZ0684  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ0684  DYNAMIC HT  -           1.908 (meters)       6.26  (feet)  COMP
 MZ0684  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 MZ0684
 MZ0684  VERT ORDER  -  FIRST     CLASS II
 MZ0684
 MZ0684.The horizontal coordinates were scaled from a topographic map and have
 MZ0684.an estimated accuracy of +/- 6 seconds.
 MZ0684
 MZ0684.The orthometric height was determined by differential leveling
 MZ0684.and adjusted by the National Geodetic Survey in June 1991..
 MZ0684
 MZ0684.The geoid height was determined by GEOID03.
 MZ0684
 MZ0684.The dynamic height is computed by dividing the NAVD 88
 MZ0684.geopotential number by the normal gravity value computed on the
 MZ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0684.degrees latitude (g = 980.6199 gals.).
 MZ0684
 MZ0684.The modeled gravity was interpolated from observed gravity values.
 MZ0684
 MZ0684;                    North         East    Units  Estimated Accuracy
 MZ0684;SPC NY E     -   404,650.      209,910.      MT  (+/- 180 meters Scaled)
 MZ0684
 MZ0684                          SUPERSEDED SURVEY CONTROL
 MZ0684
 MZ0684  NGVD 29 (??/??/92)    2.141  (m)            7.02   (f) ADJ UNCH    1 2
 MZ0684
 MZ0684.Superseded values are not recommended for survey control.
 MZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0684.See file dsdata.txt to determine how the superseded data were derived.
 MZ0684
 MZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN009032(NAD 83)
 MZ0684_MARKER: DB = BENCH MARK DISK
 MZ0684_SETTING: 0 = UNSPECIFIED SETTING
 MZ0684_STAMPING: C 64 1955
 MZ0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0684
 MZ0684  HISTORY     - Date     Condition        Report By
 MZ0684  HISTORY     - 1955     MONUMENTED       CGS
 MZ0684
 MZ0684                          STATION DESCRIPTION
 MZ0684
 MZ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0684'AT SCHODACK LANDING.
 MZ0684'AT SCHODACK LANDING, ALONG THE NEW YORK CENTRAL RAILROAD, IN THE TOP
 MZ0684'OF EAST END OF A CONCRETE RETAINING WALL, 25 3/4 FEET WEST OF WEST
 MZ0684'RAIL OF WEST TRACK, 173 FEET SOUTH-SOUTHWEST OF AND ACROSS TRACKS FROM
 MZ0684'THE SOUTHWEST CORNER OF RAILROAD STATION, 1 FOOT WEST OF EAST END OF
 MZ0684'RETAINING WALL AND ABOUT 5 1/2 FEET ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0792 ***********************************************************************
 MZ0792  DESIGNATION -  C 65
 MZ0792  PID         -  MZ0792
 MZ0792  STATE/COUNTY-  NY/SARATOGA
 MZ0792  USGS QUAD   -  TROY NORTH (1980)
 MZ0792
 MZ0792                         *CURRENT SURVEY CONTROL
 MZ0792  ___________________________________________________________________
 MZ0792* NAD 83(1986)-  42 47 31.     (N)    073 40 31.     (W)     SCALED    
 MZ0792* NAVD 88     -         9.650  (meters)      31.66   (feet)  ADJUSTED  
 MZ0792  ___________________________________________________________________
 MZ0792  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MZ0792  DYNAMIC HT  -           9.648 (meters)      31.65  (feet)  COMP
 MZ0792  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 MZ0792
 MZ0792  VERT ORDER  -  FIRST     CLASS I
 MZ0792
 MZ0792.The horizontal coordinates were scaled from a topographic map and have
 MZ0792.an estimated accuracy of +/- 6 seconds.
 MZ0792
 MZ0792.The orthometric height was determined by differential leveling
 MZ0792.and adjusted by the National Geodetic Survey in June 1991..
 MZ0792.WARNING-Repeat measurements at this control monument indicate possible
 MZ0792.vertical movement.
 MZ0792
 MZ0792.The geoid height was determined by GEOID03.
 MZ0792
 MZ0792.The dynamic height is computed by dividing the NAVD 88
 MZ0792.geopotential number by the normal gravity value computed on the
 MZ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0792.degrees latitude (g = 980.6199 gals.).
 MZ0792
 MZ0792.The modeled gravity was interpolated from observed gravity values.
 MZ0792
 MZ0792;                    North         East    Units  Estimated Accuracy
 MZ0792;SPC NY E     -   439,890.      217,470.      MT  (+/- 180 meters Scaled)
 MZ0792
 MZ0792                          SUPERSEDED SURVEY CONTROL
 MZ0792
 MZ0792.No superseded survey control is available for this station.
 MZ0792
 MZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN083385(NAD 83)
 MZ0792_MARKER: DB = BENCH MARK DISK
 MZ0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0792_SP_SET: CULVERT
 MZ0792_STAMPING: C 65 1955
 MZ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ0792+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 MZ0792
 MZ0792  HISTORY     - Date     Condition        Report By
 MZ0792  HISTORY     - 1955     MONUMENTED       CGS
 MZ0792  HISTORY     - 1974     GOOD             NGS
 MZ0792  HISTORY     - 19980729 GOOD             USPSQD
 MZ0792  HISTORY     - 20030607 GOOD             USPSQD
 MZ0792  HISTORY     - 20040607 GOOD             USPSQD
 MZ0792  HISTORY     - 20050608 GOOD             USPSQD
 MZ0792  HISTORY     - 20060814 GOOD             USPSQD
 MZ0792
 MZ0792                          STATION DESCRIPTION
 MZ0792
 MZ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0792'AT WATERFORD.
 MZ0792'AT WATERFORD, 0.1 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON
 MZ0792'RAILROAD FROM THE FREIGHT STATION, IN THE TOP OF THE EAST WING WALL OF
 MZ0792'A 12-FOOT BOX CULVERT UNDER THE TRACKS, 9 FEET SOUTHEAST OF THE
 MZ0792'SOUTHEAST RAIL, 231 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 MZ0792'SECOND AND HUDSON STREETS, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 MZ0792
 MZ0792                          STATION RECOVERY (1998)
 MZ0792
 MZ0792'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0792'RECOVERED IN GOOD CONDITION.
 MZ0792
 MZ0792                          STATION RECOVERY (2003)
 MZ0792
 MZ0792'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0792'RECOVERED IN GOOD CONDITION.
 MZ0792
 MZ0792                          STATION RECOVERY (2004)
 MZ0792
 MZ0792'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0792'RECOVERED IN GOOD CONDITION.
 MZ0792
 MZ0792                          STATION RECOVERY (2005)
 MZ0792
 MZ0792'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0792'RECOVERED IN GOOD CONDITION.
 MZ0792
 MZ0792                          STATION RECOVERY (2006)
 MZ0792
 MZ0792'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0975 ***********************************************************************
 MZ0975  DESIGNATION -  C 66
 MZ0975  PID         -  MZ0975
 MZ0975  STATE/COUNTY-  NY/RENSSELAER
 MZ0975  USGS QUAD   -  TROY SOUTH (1980)
 MZ0975
 MZ0975                         *CURRENT SURVEY CONTROL
 MZ0975  ___________________________________________________________________
 MZ0975* NAD 83(1986)-  42 37 44.     (N)    073 44 34.     (W)     SCALED    
 MZ0975* NAVD 88     -        15.845  (meters)      51.98   (feet)  ADJUSTED  
 MZ0975  ___________________________________________________________________
 MZ0975  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ0975  DYNAMIC HT  -          15.840 (meters)      51.97  (feet)  COMP
 MZ0975  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 MZ0975
 MZ0975  VERT ORDER  -  FIRST     CLASS I
 MZ0975
 MZ0975.The horizontal coordinates were scaled from a topographic map and have
 MZ0975.an estimated accuracy of +/- 6 seconds.
 MZ0975
 MZ0975.The orthometric height was determined by differential leveling
 MZ0975.and adjusted by the National Geodetic Survey in June 1991..
 MZ0975
 MZ0975.The geoid height was determined by GEOID03.
 MZ0975
 MZ0975.The dynamic height is computed by dividing the NAVD 88
 MZ0975.geopotential number by the normal gravity value computed on the
 MZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0975.degrees latitude (g = 980.6199 gals.).
 MZ0975
 MZ0975.The modeled gravity was interpolated from observed gravity values.
 MZ0975
 MZ0975;                    North         East    Units  Estimated Accuracy
 MZ0975;SPC NY E     -   421,730.      212,110.      MT  (+/- 180 meters Scaled)
 MZ0975
 MZ0975                          SUPERSEDED SURVEY CONTROL
 MZ0975
 MZ0975  NGVD 29 (??/??/??)   16.082  (m)           52.76   (f) ADJUSTED    1 1
 MZ0975
 MZ0975.Superseded values are not recommended for survey control.
 MZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0975.See file dsdata.txt to determine how the superseded data were derived.
 MZ0975
 MZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN030203(NAD 83)
 MZ0975_MARKER: DB = BENCH MARK DISK
 MZ0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0975_SP_SET: PIER
 MZ0975_STAMPING: C 66 1955
 MZ0975_MARK LOGO: CGS   
 MZ0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0975
 MZ0975  HISTORY     - Date     Condition        Report By
 MZ0975  HISTORY     - 1955     MONUMENTED       CGS
 MZ0975  HISTORY     - 1974     GOOD             NGS
 MZ0975  HISTORY     - 1980     GOOD             NGS
 MZ0975  HISTORY     - 1982     GOOD             NGS
 MZ0975  HISTORY     - 1989     GOOD             USPSQD
 MZ0975
 MZ0975                          STATION DESCRIPTION
 MZ0975
 MZ0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0975'AT RENSSELAER.
 MZ0975'AT RENSSELAER, AT THE U.S. HIGHWAY 9 AND 20 OVERPASS OVER THE
 MZ0975'ABANDONED BOSTON AND ALBANY RAILROAD AND STATE HIGHWAY 9 J, IN TOP OF
 MZ0975'THE BASE OF THE FIRST CONCRETE PIER ON THE WEST SIDE OF THE ABANDONED
 MZ0975'RAILROAD GRADE, 1.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MZ0975'PIER, 21 FEET WEST OF APPROXIMATE CENTER OF THE ABANDONED RAILROAD
 MZ0975'GRADE, 33 FEET EAST OF THE CENTER OF STATE HIGHWAY 9 J AND ABOUT 2
 MZ0975'FEET BELOW THE LEVEL OF THE ABANDONED RAILROAD GRADE.
 MZ0975
 MZ0975                          STATION RECOVERY (1980)
 MZ0975
 MZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MZ0975'IN RENSSELAER, AT THE US HIGHWAY 9 AND 20 OVERPASS OVER THE ABANDONED
 MZ0975'BOSTON-ALBANY RAILROAD AND STATE HIGHWAY 9 J, IN TOP OF THE BASE OF
 MZ0975'THE FIRST CONCRETE PIER ON THE WEST SIDE OF ABANDONED RAILROAD GRADE,
 MZ0975'0.45 METER (1.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PIER,
 MZ0975'6.4 METERS (21 FEET) WEST OF THE APPROXIMATE CENTER OF THE ABANDONED,
 MZ0975'RAILROAD GRADE, 10.06 METERS (33 FEET) EAST OF THE CENTER OF STATE,
 MZ0975'HIGHWAY 9 J.
 MZ0975'THE MARK IS 0.6 M BELOW ABANDONED RAILROAD GRADE.
 MZ0975
 MZ0975                          STATION RECOVERY (1982)
 MZ0975
 MZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MZ0975'RECOVERED IN GOOD CONDITION.
 MZ0975
 MZ0975                          STATION RECOVERY (1989)
 MZ0975
 MZ0975'RECOVERY NOTE BY US POWER SQUADRON 1989 (RFZ)
 MZ0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0883 ***********************************************************************
 OD0883  DESIGNATION -  C 67
 OD0883  PID         -  OD0883
 OD0883  STATE/COUNTY-  NY/WASHINGTON
 OD0883  USGS QUAD   -  HUDSON FALLS (1966)
 OD0883
 OD0883                         *CURRENT SURVEY CONTROL
 OD0883  ___________________________________________________________________
 OD0883* NAD 83(1986)-  43 18 04.     (N)    073 35 11.     (W)     SCALED    
 OD0883* NAVD 88     -        89.510  (meters)     293.67   (feet)  ADJUSTED  
 OD0883  ___________________________________________________________________
 OD0883  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OD0883  DYNAMIC HT  -          89.491 (meters)     293.61  (feet)  COMP
 OD0883  MODELED GRAV-     980,402.4   (mgal)                       NAVD 88
 OD0883
 OD0883  VERT ORDER  -  FIRST     CLASS II
 OD0883
 OD0883.The horizontal coordinates were scaled from a topographic map and have
 OD0883.an estimated accuracy of +/- 6 seconds.
 OD0883
 OD0883.The orthometric height was determined by differential leveling
 OD0883.and adjusted by the National Geodetic Survey in June 1991..
 OD0883
 OD0883.The geoid height was determined by GEOID03.
 OD0883
 OD0883.The dynamic height is computed by dividing the NAVD 88
 OD0883.geopotential number by the normal gravity value computed on the
 OD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0883.degrees latitude (g = 980.6199 gals.).
 OD0883
 OD0883.The modeled gravity was interpolated from observed gravity values.
 OD0883
 OD0883;                    North         East    Units  Estimated Accuracy
 OD0883;SPC NY E     -   496,530.      224,130.      MT  (+/- 180 meters Scaled)
 OD0883
 OD0883                          SUPERSEDED SURVEY CONTROL
 OD0883
 OD0883  NGVD 29 (??/??/92)   89.684  (m)          294.24   (f) ADJ UNCH    1 2
 OD0883
 OD0883.Superseded values are not recommended for survey control.
 OD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0883.See file dsdata.txt to determine how the superseded data were derived.
 OD0883
 OD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN146952(NAD 83)
 OD0883_MARKER: DB = BENCH MARK DISK
 OD0883_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OD0883+WITH SETTING: PAVEMENT
 OD0883_SP_SET: FLAGPOLE BASE
 OD0883_STAMPING: C 67 1955
 OD0883_MARK LOGO: CGS   
 OD0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0883+STABILITY: SURFACE MOTION
 OD0883
 OD0883  HISTORY     - Date     Condition        Report By
 OD0883  HISTORY     - 1955     MONUMENTED       CGS
 OD0883  HISTORY     - 1973     GOOD             NGS
 OD0883  HISTORY     - 19910717 GOOD             USPSQD
 OD0883  HISTORY     - 19970728 GOOD             NYDT
 OD0883  HISTORY     - 20040929 GOOD             USPSQD
 OD0883
 OD0883                          STATION DESCRIPTION
 OD0883
 OD0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0883'IN HUDSON FALLS.
 OD0883'AT HUDSON FALLS, 0.10 MILE NORTH ALONG MAIN STREET FROM THE POST
 OD0883'OFFICE, IN THE SOUTH PART OF A SMALL PARK BETWEEN MAIN STREET AND
 OD0883'RIVER STREET, 34 FEET WEST OF THE WEST CURB OF MAIN STREET, 21.5 FEET
 OD0883'NORTHWEST OF THE CENTER LINE OF THE NORTH FACE OF A TALL CIVIL WAR
 OD0883'SOLDIERS MONUMENT, 16.5 FEET EAST OF THE EAST CURB OF RIVER STREET,
 OD0883'SET IN THE TOP WEST END OF AN OBLONG CONCRETE BASE ONCE USED FOR
 OD0883'FOUNDATION OF A FLAG POLE, ABOUT LEVEL WITH THE GROUND.
 OD0883
 OD0883                          STATION RECOVERY (1991)
 OD0883
 OD0883'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 OD0883'RECOVERED IN GOOD CONDITION.
 OD0883
 OD0883                          STATION RECOVERY (1997)
 OD0883
 OD0883'RECOVERY NOTE BY NY DEPT OF TRANSP 1997 (JF)
 OD0883'RECOVERED AS DESCRIBED.
 OD0883
 OD0883                          STATION RECOVERY (2004)
 OD0883
 OD0883'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 OD0883'THE CONCRETE BASE IS NEXT TO A CIVIL WAR TYPE CANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1251 ***********************************************************************
 NB1251  DESIGNATION -  C 69
 NB1251  PID         -  NB1251
 NB1251  STATE/COUNTY-  NY/ALLEGANY
 NB1251  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1251
 NB1251                         *CURRENT SURVEY CONTROL
 NB1251  ___________________________________________________________________
 NB1251* NAD 83(1986)-  42 06 03.     (N)    077 56 21.     (W)     SCALED    
 NB1251* NAVD 88     -       461.838  (meters)    1515.21   (feet)  ADJUSTED  
 NB1251  ___________________________________________________________________
 NB1251  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 NB1251  DYNAMIC HT  -         461.659 (meters)    1514.63  (feet)  COMP
 NB1251  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 NB1251
 NB1251  VERT ORDER  -  SECOND    CLASS 0
 NB1251
 NB1251.The horizontal coordinates were scaled from a topographic map and have
 NB1251.an estimated accuracy of +/- 6 seconds.
 NB1251
 NB1251.The orthometric height was determined by differential leveling
 NB1251.and adjusted by the National Geodetic Survey in June 1991..
 NB1251
 NB1251.The geoid height was determined by GEOID03.
 NB1251
 NB1251.The dynamic height is computed by dividing the NAVD 88
 NB1251.geopotential number by the normal gravity value computed on the
 NB1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1251.degrees latitude (g = 980.6199 gals.).
 NB1251
 NB1251.The modeled gravity was interpolated from observed gravity values.
 NB1251
 NB1251;                    North         East    Units  Estimated Accuracy
 NB1251;SPC NY W     -   233,490.      403,280.      MT  (+/- 180 meters Scaled)
 NB1251
 NB1251                          SUPERSEDED SURVEY CONTROL
 NB1251
 NB1251  NGVD 29 (??/??/92)  461.98   (m)         1515.7    (f) COMPUTED    2 0
 NB1251
 NB1251.Superseded values are not recommended for survey control.
 NB1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1251.See file dsdata.txt to determine how the superseded data were derived.
 NB1251
 NB1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM569651(NAD 83)
 NB1251_MARKER: DB = BENCH MARK DISK
 NB1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1251_STAMPING: C 69 1934
 NB1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1251+STABILITY: SURFACE MOTION
 NB1251
 NB1251  HISTORY     - Date     Condition        Report By
 NB1251  HISTORY     - 1934     MONUMENTED       CGS
 NB1251  HISTORY     - 20040719 MARK NOT FOUND   USPSQD
 NB1251
 NB1251                          STATION DESCRIPTION
 NB1251
 NB1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB1251'1.2 MI S FROM WELLSVILLE.
 NB1251'1.2 MILE SOUTH OF WELLSVILLE ON B. AND O. R.R. 1550 FT SOUTH OF MILE
 NB1251'POST 36. 225 FT NORTH OF INTERSECTION OF R.R. AND SECONDARY ROAD. 120
 NB1251'FT SOUTH OF A ONE STORY HOUSE (YELLOW). 18 FT WEST OF WEST RAIL LEVEL
 NB1251'WITH TOP OF RAIL. A CONCRETE POST.
 NB1251
 NB1251                          STATION RECOVERY (2004)
 NB1251
 NB1251'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1251'RAILROAD WAS ABANDONED AND REMOVED. SECONDARY ROAD HAS BEEN REBUILT
 NB1251'AND THE AREA BETWEEN RAILROAD GRADE AND ROAD HAS BEEN REGRADED OVER
 NB1251'THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0461 ***********************************************************************
 OD0461  DESIGNATION -  C 7
 OD0461  PID         -  OD0461
 OD0461  STATE/COUNTY-  NY/WASHINGTON
 OD0461  USGS QUAD   -  WHITEHALL (1950)
 OD0461
 OD0461                         *CURRENT SURVEY CONTROL
 OD0461  ___________________________________________________________________
 OD0461* NAD 83(1986)-  43 31 03.     (N)    073 24 46.     (W)     SCALED    
 OD0461* NAVD 88     -        36.910  (meters)     121.10   (feet)  POSTED    
 OD0461  ___________________________________________________________________
 OD0461  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 OD0461  DYNAMIC HT  -          36.900 (meters)     121.06  (feet)  COMP
 OD0461  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 OD0461
 OD0461  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OD0461
 OD0461.The horizontal coordinates were scaled from a topographic map and have
 OD0461.an estimated accuracy of +/- 6 seconds.
 OD0461
 OD0461.The orthometric height was determined by differential leveling
 OD0461.and adjusted by the National Geodetic Survey in 1992..
 OD0461.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OD0461.rate of 3.1 thru 4.0 mm/km.
 OD0461
 OD0461.The geoid height was determined by GEOID03.
 OD0461
 OD0461.The dynamic height is computed by dividing the NAVD 88
 OD0461.geopotential number by the normal gravity value computed on the
 OD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0461.degrees latitude (g = 980.6199 gals.).
 OD0461
 OD0461.The modeled gravity was interpolated from observed gravity values.
 OD0461
 OD0461;                    North         East    Units  Estimated Accuracy
 OD0461;SPC NY E     -   520,730.      237,900.      MT  (+/- 180 meters Scaled)
 OD0461
 OD0461                          SUPERSEDED SURVEY CONTROL
 OD0461
 OD0461.No superseded survey control is available for this station.
 OD0461
 OD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP282195(NAD 83)
 OD0461_MARKER: Q = CHISELED SQUARE
 OD0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0461_SP_SET: BRIDGE
 OD0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0461
 OD0461  HISTORY     - Date     Condition        Report By
 OD0461  HISTORY     - UNK      MONUMENTED       CGS
 OD0461  HISTORY     - 1955     MARK NOT FOUND   NGS
 OD0461
 OD0461                          STATION DESCRIPTION
 OD0461
 OD0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0461'2.1 MI S FROM WHITEHALL.
 OD0461'ABOUT 2.1 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0461'STATION AT WHITEHALL, WASHINGTON COUNTY, AT A PRIVATE-ROAD CROSSING.
 OD0461'ABOUT 125 FEET WEST OF THE TRACK, AT A FARM-ROAD BRIDGE OVER THE
 OD0461'ABANDONED CHAMPLAIN CANAL, AT THE EAST ABUTMENT, ABOUT 20 FEET NORTH
 OD0461'OF THE ROAD, AND ON THE TOP STONE OF AN OLD RETAINING WALL.  NOTE--
 OD0461'THE BRIDGE HAS BEEN ABANDONED AND FLOOR TAKEN OUT.  PORTIONS OF THE
 OD0461'STONE ABUTMENTS HAVE FALLEN IN OLD CANAL.  THE CHISELED SQUARE COULD
 OD0461'NOT BE IDENTIFIED BUT WOULD BE OF NO VALUE AS A PRECISE MARK IF STILL
 OD0461'INTACT.  SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0153 ***********************************************************************
 NC0153  DESIGNATION -  C 70
 NC0153  PID         -  NC0153
 NC0153  STATE/COUNTY-  NY/ALLEGANY
 NC0153  USGS QUAD   -  BOLIVAR (1965)
 NC0153
 NC0153                         *CURRENT SURVEY CONTROL
 NC0153  ___________________________________________________________________
 NC0153* NAD 83(1986)-  42 07 10.     (N)    078 09 32.     (W)     SCALED    
 NC0153* NAVD 88     -       591.013  (meters)    1939.02   (feet)  ADJUSTED  
 NC0153  ___________________________________________________________________
 NC0153  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 NC0153  DYNAMIC HT  -         590.783 (meters)    1938.26  (feet)  COMP
 NC0153  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 NC0153
 NC0153  VERT ORDER  -  SECOND    CLASS 0
 NC0153
 NC0153.The horizontal coordinates were scaled from a topographic map and have
 NC0153.an estimated accuracy of +/- 6 seconds.
 NC0153
 NC0153.The orthometric height was determined by differential leveling
 NC0153.and adjusted by the National Geodetic Survey in June 1991..
 NC0153
 NC0153.The geoid height was determined by GEOID03.
 NC0153
 NC0153.The dynamic height is computed by dividing the NAVD 88
 NC0153.geopotential number by the normal gravity value computed on the
 NC0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0153.degrees latitude (g = 980.6199 gals.).
 NC0153
 NC0153.The modeled gravity was interpolated from observed gravity values.
 NC0153
 NC0153;                    North         East    Units  Estimated Accuracy
 NC0153;SPC NY W     -   235,450.      385,100.      MT  (+/- 180 meters Scaled)
 NC0153
 NC0153                          SUPERSEDED SURVEY CONTROL
 NC0153
 NC0153  NGVD 29 (??/??/92)  591.119  (m)         1939.36   (f) ADJ UNCH    2 0
 NC0153
 NC0153.Superseded values are not recommended for survey control.
 NC0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0153.See file dsdata.txt to determine how the superseded data were derived.
 NC0153
 NC0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG348669(NAD 83)
 NC0153_MARKER: DB = BENCH MARK DISK
 NC0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0153_SP_SET: BRIDGE
 NC0153_STAMPING: C 70 1934
 NC0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0153
 NC0153  HISTORY     - Date     Condition        Report By
 NC0153  HISTORY     - 1934     MONUMENTED       CGS
 NC0153  HISTORY     - 20031112 MARK NOT FOUND   USPSQD
 NC0153
 NC0153                          STATION DESCRIPTION
 NC0153
 NC0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0153'7.2 MI S FROM FRIENDSHIP.
 NC0153'7.2 MILES SOUTH OF FRIENDSHIP ON SHAWMUT R.R. ON FOOT BRIDGE OVER R.R.
 NC0153'AT MILE POST 53.3 ON SOUTHEAST PIER OF BRIDGE 7.5 FT EAST OF
 NC0153'CENTERLINE OF TRACK LEVEL WITH TOP OF RAIL.
 NC0153
 NC0153                          STATION RECOVERY (2003)
 NC0153
 NC0153'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0153'RAILROAD HAS BEEN ABANDONED AND REMOVED. LOCATION OF MARK ON FOOT
 NC0153'BRIDGE PIER IS INUNDATED BY SWAMP WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0088 ***********************************************************************
 NC0088  DESIGNATION -  C 71
 NC0088  PID         -  NC0088
 NC0088  STATE/COUNTY-  NY/CATTARAUGUS
 NC0088  USGS QUAD   -  HINSDALE (1979)
 NC0088
 NC0088                         *CURRENT SURVEY CONTROL
 NC0088  ___________________________________________________________________
 NC0088* NAD 83(1986)-  42 10 02.     (N)    078 23 14.     (W)     SCALED    
 NC0088* NAVD 88     -       453.833  (meters)    1488.95   (feet)  ADJUSTED  
 NC0088  ___________________________________________________________________
 NC0088  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 NC0088  DYNAMIC HT  -         453.660 (meters)    1488.38  (feet)  COMP
 NC0088  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 NC0088
 NC0088  VERT ORDER  -  FIRST     CLASS II
 NC0088
 NC0088.The horizontal coordinates were scaled from a topographic map and have
 NC0088.an estimated accuracy of +/- 6 seconds.
 NC0088
 NC0088.The orthometric height was determined by differential leveling
 NC0088.and adjusted by the National Geodetic Survey in June 1991..
 NC0088
 NC0088.The geoid height was determined by GEOID03.
 NC0088
 NC0088.The dynamic height is computed by dividing the NAVD 88
 NC0088.geopotential number by the normal gravity value computed on the
 NC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0088.degrees latitude (g = 980.6199 gals.).
 NC0088
 NC0088.The modeled gravity was interpolated from observed gravity values.
 NC0088
 NC0088;                    North         East    Units  Estimated Accuracy
 NC0088;SPC NY W     -   240,690.      366,200.      MT  (+/- 180 meters Scaled)
 NC0088
 NC0088                          SUPERSEDED SURVEY CONTROL
 NC0088
 NC0088  NGVD 29 (??/??/92)  453.951  (m)         1489.34   (f) ADJ UNCH    1 2
 NC0088
 NC0088.Superseded values are not recommended for survey control.
 NC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0088.See file dsdata.txt to determine how the superseded data were derived.
 NC0088
 NC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG158716(NAD 83)
 NC0088_MARKER: DB = BENCH MARK DISK
 NC0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0088_SP_SET: BRIDGE
 NC0088_STAMPING: C 71 1934
 NC0088_MARK LOGO: CGS   
 NC0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0088
 NC0088  HISTORY     - Date     Condition        Report By
 NC0088  HISTORY     - 1934     MONUMENTED       CGS
 NC0088  HISTORY     - 1966     GOOD             LDA
 NC0088  HISTORY     - 1983     GOOD             NGS
 NC0088  HISTORY     - 20020724 GOOD             USPSQD
 NC0088
 NC0088                          STATION DESCRIPTION
 NC0088
 NC0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0088'IN HINSDALE.
 NC0088'1000 FT EAST OF STATION AT HINSDALE ON ERIE R.R. 160 FT EAST OF MILE
 NC0088'POST J.C. 389 IN BRIDGE NO. 388/99 (HASKILL ST OVERHEAD CROSSING) ON
 NC0088'NORTHEAST COLUMN FOUNDATION 9 FT NORTH OF NORTH RAIL OF NORTH TRACK 1
 NC0088'FT ABOVE TOP OF RAIL.
 NC0088
 NC0088                          STATION RECOVERY (1966)
 NC0088
 NC0088'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 NC0088'RECOVERED IN GOOD CONDITION.
 NC0088
 NC0088                          STATION RECOVERY (1983)
 NC0088
 NC0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0088'RECOVERED IN GOOD CONDITION.
 NC0088
 NC0088                          STATION RECOVERY (2002)
 NC0088
 NC0088'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1567 ***********************************************************************
 LX1567  DESIGNATION -  C 72
 LX1567  PID         -  LX1567
 LX1567  STATE/COUNTY-  NY/DUTCHESS
 LX1567  USGS QUAD   -  ROCK CITY (1978)
 LX1567
 LX1567                         *CURRENT SURVEY CONTROL
 LX1567  ___________________________________________________________________
 LX1567* NAD 83(1986)-  41 58 13.     (N)    073 49 14.     (W)     SCALED    
 LX1567* NAVD 88     -       102.023  (meters)     334.72   (feet)  ADJUSTED  
 LX1567  ___________________________________________________________________
 LX1567  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LX1567  DYNAMIC HT  -         101.986 (meters)     334.60  (feet)  COMP
 LX1567  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 LX1567
 LX1567  VERT ORDER  -  SECOND    CLASS 0
 LX1567
 LX1567.The horizontal coordinates were scaled from a topographic map and have
 LX1567.an estimated accuracy of +/- 6 seconds.
 LX1567
 LX1567.The orthometric height was determined by differential leveling
 LX1567.and adjusted by the National Geodetic Survey in June 1991..
 LX1567
 LX1567.The geoid height was determined by GEOID03.
 LX1567
 LX1567.The dynamic height is computed by dividing the NAVD 88
 LX1567.geopotential number by the normal gravity value computed on the
 LX1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1567.degrees latitude (g = 980.6199 gals.).
 LX1567
 LX1567.The modeled gravity was interpolated from observed gravity values.
 LX1567
 LX1567;                    North         East    Units  Estimated Accuracy
 LX1567;SPC NY E     -   348,520.      206,310.      MT  (+/- 180 meters Scaled)
 LX1567
 LX1567                          SUPERSEDED SURVEY CONTROL
 LX1567
 LX1567  NGVD 29 (??/??/92)  102.284  (m)          335.58   (f) ADJ UNCH    2 0
 LX1567
 LX1567.Superseded values are not recommended for survey control.
 LX1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1567.See file dsdata.txt to determine how the superseded data were derived.
 LX1567
 LX1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM977471(NAD 83)
 LX1567_MARKER: DB = BENCH MARK DISK
 LX1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1567_STAMPING: C 72 1935
 LX1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1567+STABILITY: SURFACE MOTION
 LX1567
 LX1567  HISTORY     - Date     Condition        Report By
 LX1567  HISTORY     - 1935     MONUMENTED       CGS
 LX1567
 LX1567                          STATION DESCRIPTION
 LX1567
 LX1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1567'AT ROCK CITY.
 LX1567'AT ROCK CITY, DUTCHESS COUNTY, AT THE EAST END OF THE TRIANGULAR
 LX1567'JUNCTION OF STATE HIGHWAYS 308 AND 199, ABOUT 100 FEET
 LX1567'NORTH OF THE TWO-STORY FRAME-AND-BRICK DWELLING AND STORE OF
 LX1567'H.E. KIPP, ABOUT 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LX1567'THE BUILDING OF ROCK CITY GRANGE 1012, 20 FEET NORTH OF THE
 LX1567'CENTER LINE OF THE EAST-AND-WEST HIGHWAY, AND 3 FEET WEST OF A
 LX1567'HIGHWAY SIGN GROUP.  A STANDARD DISK, STAMPED G 72 1935 AND
 LX1567'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 LX1567'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0364 ***********************************************************************
 NA0364  DESIGNATION -  C 73
 NA0364  PID         -  NA0364
 NA0364  STATE/COUNTY-  NY/GREENE
 NA0364  USGS QUAD   -  FREEHOLD (1980)
 NA0364
 NA0364                         *CURRENT SURVEY CONTROL
 NA0364  ___________________________________________________________________
 NA0364* NAD 83(1986)-  42 18 54.     (N)    074 04 17.     (W)     SCALED    
 NA0364* NAVD 88     -       230.491  (meters)     756.20   (feet)  ADJUSTED  
 NA0364  ___________________________________________________________________
 NA0364  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 NA0364  DYNAMIC HT  -         230.414 (meters)     755.95  (feet)  COMP
 NA0364  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 NA0364
 NA0364  VERT ORDER  -  SECOND    CLASS 0
 NA0364
 NA0364.The horizontal coordinates were scaled from a topographic map and have
 NA0364.an estimated accuracy of +/- 6 seconds.
 NA0364
 NA0364.The orthometric height was determined by differential leveling
 NA0364.and adjusted by the National Geodetic Survey in June 1991..
 NA0364
 NA0364.The geoid height was determined by GEOID03.
 NA0364
 NA0364.The dynamic height is computed by dividing the NAVD 88
 NA0364.geopotential number by the normal gravity value computed on the
 NA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0364.degrees latitude (g = 980.6199 gals.).
 NA0364
 NA0364.The modeled gravity was interpolated from observed gravity values.
 NA0364
 NA0364;                    North         East    Units  Estimated Accuracy
 NA0364;SPC NY E     -   386,680.      185,330.      MT  (+/- 180 meters Scaled)
 NA0364
 NA0364                          SUPERSEDED SURVEY CONTROL
 NA0364
 NA0364  NGVD 29 (??/??/92)  230.698  (m)          756.88   (f) ADJ UNCH    2 0
 NA0364
 NA0364.Superseded values are not recommended for survey control.
 NA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0364.See file dsdata.txt to determine how the superseded data were derived.
 NA0364
 NA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM765851(NAD 83)
 NA0364_MARKER: DB = BENCH MARK DISK
 NA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0364_STAMPING: C 73 1935
 NA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0364+STABILITY: SURFACE MOTION
 NA0364
 NA0364  HISTORY     - Date     Condition        Report By
 NA0364  HISTORY     - 1935     MONUMENTED       CGS
 NA0364  HISTORY     - 1942     GOOD             NGS
 NA0364  HISTORY     - 1976     GOOD             NGS
 NA0364
 NA0364                          STATION DESCRIPTION
 NA0364
 NA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0364'0.9 MI NW FROM ACRA.
 NA0364'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 NA0364'ACRA, GREENE COUNTY, 110 FEET SOUTHWEST OF THE ROSEVILLE TOURIST
 NA0364'HOME, 30 FEET WEST OF UHE AND R CO. POLE 5532, IN LINE WITH A ROW OF
 NA0364'POLES, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH
 NA0364'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 NA0364'ROADWAY. A STANDARD DISK, STAMPED C 73 1935 AND SET IN THE TOP OF A
 NA0364'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NA0364
 NA0364                          STATION RECOVERY (1976)
 NA0364
 NA0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA0364'0.9 MI WNW ALONG OLD RTE 23 FROM PO IN ACRA. 28.0 FT SSW OF CENTER
 NA0364'LINE OF HIGHWAY, 28.0 FT NW OF POWER POLE 378, ACROSS HIGHWAY FROM A
 NA0364'MACADAM DRIVEWAY TO ABANDONED MOTEL, 108 FT WSW OF SW CORNER OF
 NA0364'ABANDONED ALPINE LODGE MOTEL, AT NW END OF TOP OF RISE, ABOUT 75
 NA0364'YARDS NNE OF NEW RTE 23, 3 FT HIGHER THAN ROAD, AND PROJECTING 1 FT
 NA0364'FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0584 ***********************************************************************
 LY0584  DESIGNATION -  C 74
 LY0584  PID         -  LY0584
 LY0584  STATE/COUNTY-  NY/ORANGE
 LY0584  USGS QUAD   -  OTISVILLE (1976)
 LY0584
 LY0584                         *CURRENT SURVEY CONTROL
 LY0584  ___________________________________________________________________
 LY0584* NAD 83(1986)-  41 24 16.     (N)    074 36 57.     (W)     SCALED    
 LY0584* NAVD 88     -       209.970  (meters)     688.88   (feet)  ADJUSTED  
 LY0584  ___________________________________________________________________
 LY0584  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY0584  DYNAMIC HT  -         209.880 (meters)     688.58  (feet)  COMP
 LY0584  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 LY0584
 LY0584  VERT ORDER  -  FIRST     CLASS II
 LY0584
 LY0584.The horizontal coordinates were scaled from a topographic map and have
 LY0584.an estimated accuracy of +/- 6 seconds.
 LY0584
 LY0584.The orthometric height was determined by differential leveling
 LY0584.and adjusted by the National Geodetic Survey in June 1991..
 LY0584.WARNING-Repeat measurements at this control monument indicate possible
 LY0584.vertical movement.
 LY0584
 LY0584.The geoid height was determined by GEOID03.
 LY0584
 LY0584.The dynamic height is computed by dividing the NAVD 88
 LY0584.geopotential number by the normal gravity value computed on the
 LY0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0584.degrees latitude (g = 980.6199 gals.).
 LY0584
 LY0584.The modeled gravity was interpolated from observed gravity values.
 LY0584
 LY0584;                    North         East    Units  Estimated Accuracy
 LY0584;SPC NY E     -   285,470.      140,320.      MT  (+/- 180 meters Scaled)
 LY0584
 LY0584                          SUPERSEDED SURVEY CONTROL
 LY0584
 LY0584  NGVD 29 (??/??/92)  210.148  (m)          689.46   (f) ADJ UNCH    1 2
 LY0584
 LY0584.Superseded values are not recommended for survey control.
 LY0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0584.See file dsdata.txt to determine how the superseded data were derived.
 LY0584
 LY0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL321837(NAD 83)
 LY0584_MARKER: DB = BENCH MARK DISK
 LY0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0584_SP_SET: BRIDGE
 LY0584_STAMPING: C 74 1935
 LY0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0584
 LY0584  HISTORY     - Date     Condition        Report By
 LY0584  HISTORY     - 1935     MONUMENTED       CGS
 LY0584  HISTORY     - 1941     GOOD             NGS
 LY0584
 LY0584                          STATION DESCRIPTION
 LY0584
 LY0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0584'5.8 MI NE FROM PORT JERVIS.
 LY0584'5.8 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE
 LY0584'STATION AT PORT JERVIS, ORANGE COUNTY, ABOUT 0.5 MILE
 LY0584'SOUTHWEST OF MILEPOST 81, AT BRIDGE 81.52, IN THE NORTH CORNER
 LY0584'OF THE NORTHEAST CONCRETE BASE, 11.4 FEET SOUTHEAST OF THE
 LY0584'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND ABOUT 2 FEET HIGHER
 LY0584'THAN THE TRACK.  A STANDARD DISK, STAMPED C 74 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0361 ***********************************************************************
 MZ0361  DESIGNATION -  C 75
 MZ0361  PID         -  MZ0361
 MZ0361  STATE/COUNTY-  NY/RENSSELAER
 MZ0361  USGS QUAD   -  NORTH POWNAL (1980)
 MZ0361
 MZ0361                         *CURRENT SURVEY CONTROL
 MZ0361  ___________________________________________________________________
 MZ0361* NAD 83(1986)-  42 50 06.     (N)    073 19 32.     (W)     SCALED    
 MZ0361* NAVD 88     -       142.861  (meters)     468.70   (feet)  ADJUSTED  
 MZ0361  ___________________________________________________________________
 MZ0361  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 MZ0361  DYNAMIC HT  -         142.818 (meters)     468.56  (feet)  COMP
 MZ0361  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 MZ0361
 MZ0361  VERT ORDER  -  SECOND    CLASS 0
 MZ0361
 MZ0361.The horizontal coordinates were scaled from a topographic map and have
 MZ0361.an estimated accuracy of +/- 6 seconds.
 MZ0361
 MZ0361.The orthometric height was determined by differential leveling
 MZ0361.and adjusted by the National Geodetic Survey in June 1991..
 MZ0361
 MZ0361.The geoid height was determined by GEOID03.
 MZ0361
 MZ0361.The dynamic height is computed by dividing the NAVD 88
 MZ0361.geopotential number by the normal gravity value computed on the
 MZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0361.degrees latitude (g = 980.6199 gals.).
 MZ0361
 MZ0361.The modeled gravity was interpolated from observed gravity values.
 MZ0361
 MZ0361;                    North         East    Units  Estimated Accuracy
 MZ0361;SPC NY E     -   445,010.      246,010.      MT  (+/- 180 meters Scaled)
 MZ0361
 MZ0361                          SUPERSEDED SURVEY CONTROL
 MZ0361
 MZ0361  NGVD 29 (??/??/92)  143.017  (m)          469.21   (f) ADJ UNCH    2 0
 MZ0361
 MZ0361.Superseded values are not recommended for survey control.
 MZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0361.See file dsdata.txt to determine how the superseded data were derived.
 MZ0361
 MZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN368438(NAD 83)
 MZ0361_MARKER: DB = BENCH MARK DISK
 MZ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0361_STAMPING: C 75 1935
 MZ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0361+STABILITY: SURFACE MOTION
 MZ0361
 MZ0361  HISTORY     - Date     Condition        Report By
 MZ0361  HISTORY     - 1935     MONUMENTED       CGS
 MZ0361  HISTORY     - 20060912 MARK NOT FOUND   NYDT
 MZ0361
 MZ0361                          STATION DESCRIPTION
 MZ0361
 MZ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0361'AT PETERSBURG JC.
 MZ0361'AT PETERSBURG JC. ON B. AND M.R.R. 70 FEET WEST OF STATION 39 FEET
 MZ0361'WEST OF CENTER LINE OF SECONDARY ROAD CROSSING 11 FEET NORTH OF
 MZ0361'TELEGRAPH POLE 30 FEET NORTH OF NORTH RAIL OF EASTBOUND TRACK 1 FOOT
 MZ0361'BELOW TOP OF RAIL A CONCRETE POST WITH 7 IN. PROJ.
 MZ0361
 MZ0361                          STATION RECOVERY (2006)
 MZ0361
 MZ0361'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 MZ0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1279 ***********************************************************************
 LX1279  DESIGNATION -  C 76
 LX1279  PID         -  LX1279
 LX1279  STATE/COUNTY-  NY/WESTCHESTER
 LX1279  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX1279
 LX1279                         *CURRENT SURVEY CONTROL
 LX1279  ___________________________________________________________________
 LX1279* NAD 83(1986)-  41 19 08.     (N)    073 51 29.     (W)     SCALED    
 LX1279* NAVD 88     -       143.422  (meters)     470.54   (feet)  ADJUSTED  
 LX1279  ___________________________________________________________________
 LX1279  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LX1279  DYNAMIC HT  -         143.368 (meters)     470.37  (feet)  COMP
 LX1279  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 LX1279
 LX1279  VERT ORDER  -  SECOND    CLASS 0
 LX1279
 LX1279.The horizontal coordinates were scaled from a topographic map and have
 LX1279.an estimated accuracy of +/- 6 seconds.
 LX1279
 LX1279.The orthometric height was determined by differential leveling
 LX1279.and adjusted by the National Geodetic Survey in June 1991..
 LX1279
 LX1279.The geoid height was determined by GEOID03.
 LX1279
 LX1279.The dynamic height is computed by dividing the NAVD 88
 LX1279.geopotential number by the normal gravity value computed on the
 LX1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1279.degrees latitude (g = 980.6199 gals.).
 LX1279
 LX1279.The modeled gravity was interpolated from observed gravity values.
 LX1279
 LX1279;                    North         East    Units  Estimated Accuracy
 LX1279;SPC NY E     -   276,160.      203,740.      MT  (+/- 180 meters Scaled)
 LX1279
 LX1279                          SUPERSEDED SURVEY CONTROL
 LX1279
 LX1279  NGVD 29 (??/??/92)  143.703  (m)          471.47   (f) ADJ UNCH    2 0
 LX1279
 LX1279.Superseded values are not recommended for survey control.
 LX1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1279.See file dsdata.txt to determine how the superseded data were derived.
 LX1279
 LX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL955747(NAD 83)
 LX1279_MARKER: DB = BENCH MARK DISK
 LX1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1279_SP_SET: PUMP BASE
 LX1279_STAMPING: C 76 1935
 LX1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1279
 LX1279  HISTORY     - Date     Condition        Report By
 LX1279  HISTORY     - 1935     MONUMENTED       CGS
 LX1279  HISTORY     - 1952     MARK NOT FOUND   NGS
 LX1279
 LX1279                          STATION DESCRIPTION
 LX1279
 LX1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1279'IN MOHEGAN.
 LX1279'4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX1279'AT PEEKSKILL, WESTCHESTER COUNTY, AT MOHEGAN, 60 FEET SOUTH
 LX1279'OF THE POST OFFICE, 35 FEET WEST OF THE NORTHWEST CORNER OF
 LX1279'THE CHESTER WILLIAMS GARAGE (IN 1935), IN THE TOP OF THE CONCRETE
 LX1279'BASE OF A GASOLINE PUMP, 30 FEET SOUTH OF THE CENTER LINE OF THE
 LX1279'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 LX1279'DISK, STAMPED C 76 1935.  NOTE-- IT WAS REPORTED AT THAT TIME
 LX1279'THAT THE POST OFFICE IS NOW IN ANOTHER BUILDING, THE FRONT OF
 LX1279'THE GARAGE HAS BEEN CHANGED, AND A SIDEWALK HAS BEEN CONSTRUCTED
 LX1279'IN THIS LOCATION.
 LX1279
 LX1279                          STATION RECOVERY (1952)
 LX1279
 LX1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1236 ***********************************************************************
 LX1236  DESIGNATION -  C 77
 LX1236  PID         -  LX1236
 LX1236  STATE/COUNTY-  NY/WESTCHESTER
 LX1236  USGS QUAD   -  OSSINING (1979)
 LX1236
 LX1236                         *CURRENT SURVEY CONTROL
 LX1236  ___________________________________________________________________
 LX1236* NAD 83(1986)-  41 10 52.     (N)    073 45 30.     (W)     SCALED    
 LX1236* NAVD 88     -        88.019  (meters)     288.78   (feet)  POSTED    
 LX1236  ___________________________________________________________________
 LX1236  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX1236  DYNAMIC HT  -          87.990 (meters)     288.68  (feet)  COMP
 LX1236  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 LX1236
 LX1236  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1236
 LX1236.The horizontal coordinates were scaled from a topographic map and have
 LX1236.an estimated accuracy of +/- 6 seconds.
 LX1236
 LX1236.The orthometric height was determined by differential leveling
 LX1236.and adjusted by the National Geodetic Survey in 1992..
 LX1236.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1236.rate of 1.1 thru 2.0 mm/km.
 LX1236
 LX1236.The geoid height was determined by GEOID03.
 LX1236
 LX1236.The dynamic height is computed by dividing the NAVD 88
 LX1236.geopotential number by the normal gravity value computed on the
 LX1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1236.degrees latitude (g = 980.6199 gals.).
 LX1236
 LX1236.The modeled gravity was interpolated from observed gravity values.
 LX1236
 LX1236;                    North         East    Units  Estimated Accuracy
 LX1236;SPC NY E     -   260,920.      212,220.      MT  (+/- 180 meters Scaled)
 LX1236
 LX1236                          SUPERSEDED SURVEY CONTROL
 LX1236
 LX1236  NGVD 29 (??/??/92)   88.32   (m)          289.8    (f) COMPUTED    2 0
 LX1236
 LX1236.Superseded values are not recommended for survey control.
 LX1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1236.See file dsdata.txt to determine how the superseded data were derived.
 LX1236
 LX1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL041596(NAD 83)
 LX1236_MARKER: DB = BENCH MARK DISK
 LX1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1236_SP_SET: BRIDGE
 LX1236_STAMPING: C 77 1935
 LX1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1236
 LX1236  HISTORY     - Date     Condition        Report By
 LX1236  HISTORY     - 1935     MONUMENTED       CGS
 LX1236
 LX1236                          STATION DESCRIPTION
 LX1236
 LX1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1236'1.8 MI N FROM CHAPPAQUA.
 LX1236'1.8 MILE NORTH OF CHAPPAQUA ON NYC R.R., 160 FT NORTH OF GRADE
 LX1236'CROSSING, IN HIGHWAY BRIDGE FOR ROAD BETWEEN RR AND BRONX
 LX1236'PARKWAY ON EAST END OF NORTH HEADWALL, 10 FT NORTH OF
 LX1236'CENTERLINE OF ROAD, 160 FT WEST OF CENTERLINE OF SOUTH BOUND TRACK,
 LX1236'3 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1511 ***********************************************************************
 LX1511  DESIGNATION -  C 78
 LX1511  PID         -  LX1511
 LX1511  STATE/COUNTY-  NY/DUTCHESS
 LX1511  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1511
 LX1511                         *CURRENT SURVEY CONTROL
 LX1511  ___________________________________________________________________
 LX1511* NAD 83(1986)-  41 41 51.     (N)    073 53 08.     (W)     SCALED    
 LX1511* NAVD 88     -        54.821  (meters)     179.86   (feet)  ADJUSTED  
 LX1511  ___________________________________________________________________
 LX1511  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LX1511  DYNAMIC HT  -          54.801 (meters)     179.79  (feet)  COMP
 LX1511  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 LX1511
 LX1511  VERT ORDER  -  FIRST     CLASS II
 LX1511
 LX1511.The horizontal coordinates were scaled from a topographic map and have
 LX1511.an estimated accuracy of +/- 6 seconds.
 LX1511
 LX1511.The orthometric height was determined by differential leveling
 LX1511.and adjusted by the National Geodetic Survey in June 1991..
 LX1511
 LX1511.The geoid height was determined by GEOID03.
 LX1511
 LX1511.The dynamic height is computed by dividing the NAVD 88
 LX1511.geopotential number by the normal gravity value computed on the
 LX1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1511.degrees latitude (g = 980.6199 gals.).
 LX1511
 LX1511.The modeled gravity was interpolated from observed gravity values.
 LX1511
 LX1511;                    North         East    Units  Estimated Accuracy
 LX1511;SPC NY E     -   318,190.      201,140.      MT  (+/- 180 meters Scaled)
 LX1511
 LX1511                          SUPERSEDED SURVEY CONTROL
 LX1511
 LX1511  NGVD 29 (??/??/92)   55.080  (m)          180.71   (f) ADJ UNCH    1 2
 LX1511
 LX1511.Superseded values are not recommended for survey control.
 LX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1511.See file dsdata.txt to determine how the superseded data were derived.
 LX1511
 LX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM927167(NAD 83)
 LX1511_MARKER: DB = BENCH MARK DISK
 LX1511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1511_SP_SET: PIER
 LX1511_STAMPING: C 78 1955
 LX1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1511
 LX1511  HISTORY     - Date     Condition        Report By
 LX1511  HISTORY     - 1935     MONUMENTED       CGS
 LX1511  HISTORY     - 1955     GOOD             NGS
 LX1511  HISTORY     - 1963     GOOD             NGS
 LX1511  HISTORY     - 19941206 MARK NOT FOUND   LOCENG
 LX1511
 LX1511                          STATION DESCRIPTION
 LX1511
 LX1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1511'3.3 MI SE FROM POUGHKEEPSIE.
 LX1511'ABOUT 3.3 MILES EAST AND SOUTHEAST ALONG THE NEW YORK, NEW HAVEN
 LX1511'AND HARTFORD RAILROAD FROM THE EAST END OF RAILROAD BRIDGE OVER
 LX1511'HUDSON RIVER AT POUGHKEEPSIE, AT THE OVERPASS OF U.S. HIGHWAY
 LX1511'44 (DUTCHESS TURNPIKE) OVER THE TRACKS, IN THE TOP OF THE
 LX1511'CONCRETE BASE OF THE STEEL PIER ON WEST SIDE OF TRACK OF HIGHWAY
 LX1511'OVERPASS, 7 FEET WEST OF WEST RAIL OF WEST TRACK, 2 FEET SOUTH
 LX1511'OF NORTH END OF CONCRETE BASE, 1/2 FOOT WEST OF EAST EDGE OF BASE
 LX1511'AND ABOUT 1 FOOT BELOW LEVEL OF TRACKS.  NOTE-- THE WESTERLY MOST
 LX1511'SET OF RAILROAD TRACKS HAVE BEEN REMOVED.  NEW DISTANCE TO THE
 LX1511'WESTERLY MOST RAIL IS NOW 21.5 FEET.
 LX1511
 LX1511                          STATION RECOVERY (1963)
 LX1511
 LX1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1511'RECOVERED IN GOOD CONDITION.
 LX1511
 LX1511                          STATION RECOVERY (1994)
 LX1511
 LX1511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DRS)
 LX1511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0236 ***********************************************************************
 LY0236  DESIGNATION -  C 79
 LY0236  PID         -  LY0236
 LY0236  STATE/COUNTY-  NY/SULLIVAN
 LY0236  USGS QUAD   -  WURTSBORO (1976)
 LY0236
 LY0236                         *CURRENT SURVEY CONTROL
 LY0236  ___________________________________________________________________
 LY0236* NAD 83(1986)-  41 37 16.     (N)    074 27 18.     (W)     SCALED    
 LY0236* NAVD 88     -       165.076  (meters)     541.59   (feet)  ADJUSTED  
 LY0236  ___________________________________________________________________
 LY0236  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LY0236  DYNAMIC HT  -         165.010 (meters)     541.37  (feet)  COMP
 LY0236  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 LY0236
 LY0236  VERT ORDER  -  SECOND    CLASS 0
 LY0236
 LY0236.The horizontal coordinates were scaled from a topographic map and have
 LY0236.an estimated accuracy of +/- 6 seconds.
 LY0236
 LY0236.The orthometric height was determined by differential leveling
 LY0236.and adjusted by the National Geodetic Survey in June 1991..
 LY0236
 LY0236.The geoid height was determined by GEOID03.
 LY0236
 LY0236.The dynamic height is computed by dividing the NAVD 88
 LY0236.geopotential number by the normal gravity value computed on the
 LY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0236.degrees latitude (g = 980.6199 gals.).
 LY0236
 LY0236.The modeled gravity was interpolated from observed gravity values.
 LY0236
 LY0236;                    North         East    Units  Estimated Accuracy
 LY0236;SPC NY E     -   309,520.      153,750.      MT  (+/- 180 meters Scaled)
 LY0236
 LY0236                          SUPERSEDED SURVEY CONTROL
 LY0236
 LY0236.No superseded survey control is available for this station.
 LY0236
 LY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM454078(NAD 83)
 LY0236_MARKER: DB = BENCH MARK DISK
 LY0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0236_SP_SET: ABUTMENT
 LY0236_STAMPING: C 79 1935
 LY0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0236
 LY0236  HISTORY     - Date     Condition        Report By
 LY0236  HISTORY     - 1935     MONUMENTED       CGS
 LY0236
 LY0236                          STATION DESCRIPTION
 LY0236
 LY0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0236'AT SUMMITVILLE.
 LY0236'AT SUMMITVILLE ON N.Y.O. AND W.R.R. MAIN LINE, 843 FEET NORTH
 LY0236'OF STATION, IN BRIDGE 89 1/2, IN SOUTH ABUTMENT, WEST END, 22
 LY0236'FEET WEST OF CENTER LINE OF SOUTHBOUND TRACK, 4 FEET BELOW TOP
 LY0236'OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1028 ***********************************************************************
 PG1028  DESIGNATION -  C 8
 PG1028  PID         -  PG1028
 PG1028  STATE/COUNTY-  NY/CLINTON
 PG1028  USGS QUAD   -  ALTONA (1966)
 PG1028
 PG1028                         *CURRENT SURVEY CONTROL
 PG1028  ___________________________________________________________________
 PG1028* NAD 83(1986)-  44 53 43.     (N)    073 38 36.     (W)     SCALED    
 PG1028* NAVD 88     -       172.942  (meters)     567.39   (feet)  POSTED    
 PG1028  ___________________________________________________________________
 PG1028  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 PG1028  DYNAMIC HT  -         172.930 (meters)     567.35  (feet)  COMP
 PG1028  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 PG1028
 PG1028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PG1028
 PG1028.The horizontal coordinates were scaled from a topographic map and have
 PG1028.an estimated accuracy of +/- 6 seconds.
 PG1028
 PG1028.The orthometric height was determined by differential leveling
 PG1028.and adjusted by the National Geodetic Survey in 1992..
 PG1028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PG1028.rate of 0.0 thru 1.0 mm/km.
 PG1028
 PG1028.The geoid height was determined by GEOID03.
 PG1028
 PG1028.The dynamic height is computed by dividing the NAVD 88
 PG1028.geopotential number by the normal gravity value computed on the
 PG1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1028.degrees latitude (g = 980.6199 gals.).
 PG1028
 PG1028.The modeled gravity was interpolated from observed gravity values.
 PG1028
 PG1028;                    North         East    Units  Estimated Accuracy
 PG1028;SPC NY E     -   673,600.      217,660.      MT  (+/- 180 meters Scaled)
 PG1028
 PG1028                          SUPERSEDED SURVEY CONTROL
 PG1028
 PG1028  NGVD 29 (??/??/??)  173.058  (m)          567.77   (f) ADJUSTED    1 2
 PG1028
 PG1028.Superseded values are not recommended for survey control.
 PG1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1028.See file dsdata.txt to determine how the superseded data were derived.
 PG1028
 PG1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ071722(NAD 83)
 PG1028_MARKER: Z = SEE DESCRIPTION
 PG1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1028_SP_SET: WALL
 PG1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1028
 PG1028  HISTORY     - Date     Condition        Report By
 PG1028  HISTORY     - UNK      MONUMENTED       CGS
 PG1028  HISTORY     - 1935     POOR             CGS
 PG1028
 PG1028                          STATION DESCRIPTION
 PG1028
 PG1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1028'0.5 MI E FROM ALTONA.
 PG1028'ABOUT 1/2 MILE EAST OF ALTONA, CLINTON COUNTY, ON THE SOUTH END OF THE
 PG1028'WEST ABUTMENT OF BRIDGE NO. 328, ON THE SOUTHEAST CORNER OF THE HIGH
 PG1028'PART OF THE WALL OVER THE OBTUSE ANGLE OF THE WING.  THE POINT WAS
 PG1028'MARKED WITH WHITE PAINT IN 1919.  NOTE--ONLY AN M MARKED WITH WHITE
 PG1028'PAINT CAN BE MADE OUT AT THE CORNER.  THREE POLES WEST OF A CROSSING,
 PG1028'5 FEET SOUTH OF THE SOUTH RAIL AND 16 INCHES BELOW THE TOP OF THE
 PG1028'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0871 ***********************************************************************
 NA0871  DESIGNATION -  C 81
 NA0871  PID         -  NA0871
 NA0871  STATE/COUNTY-  NY/SCHOHARIE
 NA0871  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0871
 NA0871                         *CURRENT SURVEY CONTROL
 NA0871  ___________________________________________________________________
 NA0871* NAD 83(1986)-  42 43 16.     (N)    074 36 32.     (W)     SCALED    
 NA0871* NAVD 88     -       360.087  (meters)    1181.39   (feet)  ADJUSTED  
 NA0871  ___________________________________________________________________
 NA0871  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0871  DYNAMIC HT  -         359.968 (meters)    1180.99  (feet)  COMP
 NA0871  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 NA0871
 NA0871  VERT ORDER  -  SECOND    CLASS 0
 NA0871
 NA0871.The horizontal coordinates were scaled from a topographic map and have
 NA0871.an estimated accuracy of +/- 6 seconds.
 NA0871
 NA0871.The orthometric height was determined by differential leveling
 NA0871.and adjusted by the National Geodetic Survey in June 1991..
 NA0871
 NA0871.The geoid height was determined by GEOID03.
 NA0871
 NA0871.The dynamic height is computed by dividing the NAVD 88
 NA0871.geopotential number by the normal gravity value computed on the
 NA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0871.degrees latitude (g = 980.6199 gals.).
 NA0871
 NA0871.The modeled gravity was interpolated from observed gravity values.
 NA0871
 NA0871;                    North         East    Units  Estimated Accuracy
 NA0871;SPC NY E     -   431,700.      141,080.      MT  (+/- 180 meters Scaled)
 NA0871
 NA0871                          SUPERSEDED SURVEY CONTROL
 NA0871
 NA0871  NGVD 29 (??/??/92)  360.210  (m)         1181.79   (f) ADJ UNCH    2 0
 NA0871
 NA0871.Superseded values are not recommended for survey control.
 NA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0871.See file dsdata.txt to determine how the superseded data were derived.
 NA0871
 NA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN320299(NAD 83)
 NA0871_MARKER: DB = BENCH MARK DISK
 NA0871_SETTING: 0 = UNSPECIFIED SETTING
 NA0871_STAMPING: C 81 1935
 NA0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0871
 NA0871  HISTORY     - Date     Condition        Report By
 NA0871  HISTORY     - 1935     MONUMENTED       CGS
 NA0871  HISTORY     - 1942     GOOD             NGS
 NA0871
 NA0871                          STATION DESCRIPTION
 NA0871
 NA0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0871'AT SEWARD.
 NA0871'AT SEWARD, SCHOHARIE COUNTY, 30 FEET EAST OF THE DELAWARE AND HUDSON
 NA0871'RAILROAD STATION, 100 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 22
 NA0871'FEET EAST OF THE CENTERLINE OF THE TRACK, 21 FEET WEST OF THE
 NA0871'CENTERLINE OF THE ROAD, 1/2 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT
 NA0871'HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0058 ***********************************************************************
 OG0058  DESIGNATION -  C 82
 OG0058  PID         -  OG0058
 OG0058  STATE/COUNTY-  NY/ORLEANS
 OG0058  USGS QUAD   -  
 OG0058
 OG0058                         *CURRENT SURVEY CONTROL
 OG0058  ___________________________________________________________________
 OG0058* NAD 83(1986)-  43 15 00.     (N)    078 23 47.     (W)     SCALED    
 OG0058* NAVD 88     -       122.563  (meters)     402.11   (feet)  ADJUSTED  
 OG0058  ___________________________________________________________________
 OG0058  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OG0058  DYNAMIC HT  -         122.536 (meters)     402.02  (feet)  COMP
 OG0058  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 OG0058
 OG0058  VERT ORDER  -  SECOND    CLASS 0
 OG0058
 OG0058.The horizontal coordinates were scaled from a topographic map and have
 OG0058.an estimated accuracy of +/- 6 seconds.
 OG0058
 OG0058.The orthometric height was determined by differential leveling
 OG0058.and adjusted by the National Geodetic Survey in June 1991..
 OG0058
 OG0058.The geoid height was determined by GEOID03.
 OG0058
 OG0058.The dynamic height is computed by dividing the NAVD 88
 OG0058.geopotential number by the normal gravity value computed on the
 OG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0058.degrees latitude (g = 980.6199 gals.).
 OG0058
 OG0058.The modeled gravity was interpolated from observed gravity values.
 OG0058
 OG0058;                    North         East    Units  Estimated Accuracy
 OG0058;SPC NY W     -   360,960.      365,180.      MT  (+/- 180 meters Scaled)
 OG0058
 OG0058                          SUPERSEDED SURVEY CONTROL
 OG0058
 OG0058  NGVD 29 (??/??/92)  122.726  (m)          402.64   (f) ADJ UNCH    2 0
 OG0058
 OG0058.Superseded values are not recommended for survey control.
 OG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0058.See file dsdata.txt to determine how the superseded data were derived.
 OG0058
 OG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH113918(NAD 83)
 OG0058_MARKER: DB = BENCH MARK DISK
 OG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0058_STAMPING: C 82 1935
 OG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0058+STABILITY: SURFACE MOTION
 OG0058
 OG0058  HISTORY     - Date     Condition        Report By
 OG0058  HISTORY     - 1935     MONUMENTED       CGS
 OG0058  HISTORY     - 20020319 MARK NOT FOUND   NYDT
 OG0058
 OG0058                          STATION DESCRIPTION
 OG0058
 OG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OG0058'2.0 MI N FROM MEDINA.
 OG0058'2.0 MILES NORTH OF MEDINA ON STATE HIGHWAY 19 90 FEET NORTHEAST OF
 OG0058'NORTHEAST CORNER OF DISTRICT 8 SCHOOLHOUSE 110 FEET EAST OF CENTER
 OG0058'LINE OF STATE HIGHWAY 19 25 FEET SOUTH OF CENTER LINE
 OG0058'OF SECONDARY GRAVEL
 OG0058'ROAD CROSSING 2 FEET WEST OF FENCE LINE A CONCRETE POST,
 OG0058'6 IN. X 6 IN., WITH 6 IN. PROJ.
 OG0058
 OG0058                          STATION RECOVERY (2002)
 OG0058
 OG0058'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 OG0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0566 ***********************************************************************
 NA0566  DESIGNATION -  C 83
 NA0566  PID         -  NA0566
 NA0566  STATE/COUNTY-  NY/DELAWARE
 NA0566  USGS QUAD   -  BLOOMVILLE (1981)
 NA0566
 NA0566                         *CURRENT SURVEY CONTROL
 NA0566  ___________________________________________________________________
 NA0566* NAD 83(1986)-  42 20 12.     (N)    074 46 03.     (W)     SCALED    
 NA0566* NAVD 88     -       445.053  (meters)    1460.14   (feet)  ADJUSTED  
 NA0566  ___________________________________________________________________
 NA0566  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 NA0566  DYNAMIC HT  -         444.893 (meters)    1459.62  (feet)  COMP
 NA0566  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 NA0566
 NA0566  VERT ORDER  -  SECOND    CLASS 0
 NA0566
 NA0566.The horizontal coordinates were scaled from a topographic map and have
 NA0566.an estimated accuracy of +/- 6 seconds.
 NA0566
 NA0566.The orthometric height was determined by differential leveling
 NA0566.and adjusted by the National Geodetic Survey in June 1991..
 NA0566
 NA0566.The geoid height was determined by GEOID03.
 NA0566
 NA0566.The dynamic height is computed by dividing the NAVD 88
 NA0566.geopotential number by the normal gravity value computed on the
 NA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0566.degrees latitude (g = 980.6199 gals.).
 NA0566
 NA0566.The modeled gravity was interpolated from observed gravity values.
 NA0566
 NA0566;                    North         East    Units  Estimated Accuracy
 NA0566;SPC NY E     -   389,030.      127,960.      MT  (+/- 180 meters Scaled)
 NA0566
 NA0566                          SUPERSEDED SURVEY CONTROL
 NA0566
 NA0566  NGVD 29 (??/??/92)  445.215  (m)         1460.68   (f) ADJ UNCH    2 0
 NA0566
 NA0566.Superseded values are not recommended for survey control.
 NA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0566.See file dsdata.txt to determine how the superseded data were derived.
 NA0566
 NA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM191871(NAD 83)
 NA0566_MARKER: DB = BENCH MARK DISK
 NA0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0566_SP_SET: BRIDGE
 NA0566_STAMPING: C 83 1935
 NA0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0566
 NA0566  HISTORY     - Date     Condition        Report By
 NA0566  HISTORY     - 1935     MONUMENTED       CGS
 NA0566
 NA0566                          STATION DESCRIPTION
 NA0566
 NA0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0566'2.5 MI SW FROM SOUTH KORTRIGHT.
 NA0566'2.5 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NA0566'STATION AT SOUTH KORTRIGHT, DELAWARE COUNTY, 1600 FEET SOUTHWEST OF
 NA0566'MILEPOST K 84, AT 75-FOOT SPAN GIRDER BRIDGE 75, IN THE TOP OF THE
 NA0566'NORTHWEST CORNER OF THE NORTHEAST CONCRETE WING WALL, 7 FEET
 NA0566'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN
 NA0566'THE TRACK.  A STANDARD DISK, STAMPED C 83 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0520 ***********************************************************************
 NA0520  DESIGNATION -  C 84
 NA0520  PID         -  NA0520
 NA0520  STATE/COUNTY-  NY/OTSEGO
 NA0520  USGS QUAD   -  WEST DAVENPORT (1982)
 NA0520
 NA0520                         *CURRENT SURVEY CONTROL
 NA0520  ___________________________________________________________________
 NA0520* NAD 83(1986)-  42 29 23.     (N)    074 58 48.     (W)     SCALED    
 NA0520* NAVD 88     -       339.449  (meters)    1113.68   (feet)  ADJUSTED  
 NA0520  ___________________________________________________________________
 NA0520  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA0520  DYNAMIC HT  -         339.333 (meters)    1113.30  (feet)  COMP
 NA0520  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 NA0520
 NA0520  VERT ORDER  -  SECOND    CLASS 0
 NA0520
 NA0520.The horizontal coordinates were scaled from a topographic map and have
 NA0520.an estimated accuracy of +/- 6 seconds.
 NA0520
 NA0520.The orthometric height was determined by differential leveling
 NA0520.and adjusted by the National Geodetic Survey in June 1991..
 NA0520
 NA0520.The geoid height was determined by GEOID03.
 NA0520
 NA0520.The dynamic height is computed by dividing the NAVD 88
 NA0520.geopotential number by the normal gravity value computed on the
 NA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0520.degrees latitude (g = 980.6199 gals.).
 NA0520
 NA0520.The modeled gravity was interpolated from observed gravity values.
 NA0520
 NA0520;                    North         East    Units  Estimated Accuracy
 NA0520;SPC NY E     -   406,100.      110,540.      MT  (+/- 180 meters Scaled)
 NA0520
 NA0520                          SUPERSEDED SURVEY CONTROL
 NA0520
 NA0520  NGVD 29 (??/??/92)  339.574  (m)         1114.09   (f) ADJ UNCH    2 0
 NA0520
 NA0520.Superseded values are not recommended for survey control.
 NA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0520.See file dsdata.txt to determine how the superseded data were derived.
 NA0520
 NA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN016041(NAD 83)
 NA0520_MARKER: DB = BENCH MARK DISK
 NA0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0520_SP_SET: BRIDGE
 NA0520_STAMPING: C 84 1935
 NA0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0520
 NA0520  HISTORY     - Date     Condition        Report By
 NA0520  HISTORY     - 1935     MONUMENTED       CGS
 NA0520
 NA0520                          STATION DESCRIPTION
 NA0520
 NA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0520'AT COLLIERS.
 NA0520'AT COLLIERS, OTSEGO COUNTY, ON THE DELAWARE AND HUDSON RAILROAD,
 NA0520'ABOUT 700 FEET NORTH OF THE STATION, AT 180-FOOT SPAN STEEL-GIRDER
 NA0520'BRIDGE 76.28 OVER SUSQUEHANNA RIVER, IN THE TOP OF THE WEST SIDE OF
 NA0520'THE NORTH ABUTMENT, 3 FEET WEST OF THE WEST RAIL, AND ABOUT 5 FEET
 NA0520'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 84 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0040 ***********************************************************************
 NC0040  DESIGNATION -  C 85
 NC0040  PID         -  NC0040
 NC0040  STATE/COUNTY-  NY/WYOMING
 NC0040  USGS QUAD   -  JOHNSONBURG (1966)
 NC0040
 NC0040                         *CURRENT SURVEY CONTROL
 NC0040  ___________________________________________________________________
 NC0040* NAD 83(1986)-  42 41 50.     (N)    078 21 27.     (W)     SCALED    
 NC0040* NAVD 88     -       436.980  (meters)    1433.66   (feet)  ADJUSTED  
 NC0040  ___________________________________________________________________
 NC0040  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NC0040  DYNAMIC HT  -         436.832 (meters)    1433.17  (feet)  COMP
 NC0040  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NC0040
 NC0040  VERT ORDER  -  SECOND    CLASS II
 NC0040
 NC0040.The horizontal coordinates were scaled from a topographic map and have
 NC0040.an estimated accuracy of +/- 6 seconds.
 NC0040
 NC0040.The orthometric height was determined by differential leveling
 NC0040.and adjusted by the National Geodetic Survey in June 1991..
 NC0040
 NC0040.The geoid height was determined by GEOID03.
 NC0040
 NC0040.The dynamic height is computed by dividing the NAVD 88
 NC0040.geopotential number by the normal gravity value computed on the
 NC0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0040.degrees latitude (g = 980.6199 gals.).
 NC0040
 NC0040.The modeled gravity was interpolated from observed gravity values.
 NC0040
 NC0040;                    North         East    Units  Estimated Accuracy
 NC0040;SPC NY W     -   299,560.      368,500.      MT  (+/- 180 meters Scaled)
 NC0040
 NC0040                          SUPERSEDED SURVEY CONTROL
 NC0040
 NC0040  NGVD 29 (??/??/92)  437.106  (m)         1434.07   (f) ADJ UNCH    2 0
 NC0040
 NC0040.Superseded values are not recommended for survey control.
 NC0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0040.See file dsdata.txt to determine how the superseded data were derived.
 NC0040
 NC0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH164305(NAD 83)
 NC0040_MARKER: DB = BENCH MARK DISK
 NC0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0040_SP_SET: BRIDGE
 NC0040_STAMPING: C 85 1935
 NC0040_MARK LOGO: CGS   
 NC0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0040
 NC0040  HISTORY     - Date     Condition        Report By
 NC0040  HISTORY     - 1935     MONUMENTED       CGS
 NC0040  HISTORY     - 20040414 GOOD             TVGA
 NC0040
 NC0040                          STATION DESCRIPTION
 NC0040
 NC0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0040'IN NORTH JAVA.
 NC0040'IN NORTH JAVA 280 FEET EAST OF CENTER LINE OF A. AND A.R.R. 290 FEET
 NC0040'EAST OF STATION IN HIGHWAY BRIDGE ON NORTH JAVA ROAD IN WEST ABUTMENT,
 NC0040'NORTH END 15 FEET NORTH OF CENTER LINE OF ROAD 3 1/2 BELOW FINISHED
 NC0040'GRADE.
 NC0040
 NC0040                          STATION RECOVERY (2004)
 NC0040
 NC0040'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 NC0040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0131 ***********************************************************************
 NC0131  DESIGNATION -  C 86
 NC0131  PID         -  NC0131
 NC0131  STATE/COUNTY-  NY/ALLEGANY
 NC0131  USGS QUAD   -  ANGELICA (1978)
 NC0131
 NC0131                         *CURRENT SURVEY CONTROL
 NC0131  ___________________________________________________________________
 NC0131* NAD 83(1986)-  42 17 44.     (N)    078 04 31.     (W)     SCALED    
 NC0131* NAVD 88     -       401.640  (meters)    1317.71   (feet)  ADJUSTED  
 NC0131  ___________________________________________________________________
 NC0131  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NC0131  DYNAMIC HT  -         401.498 (meters)    1317.25  (feet)  COMP
 NC0131  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 NC0131
 NC0131  VERT ORDER  -  SECOND    CLASS 0
 NC0131
 NC0131.The horizontal coordinates were scaled from a topographic map and have
 NC0131.an estimated accuracy of +/- 6 seconds.
 NC0131
 NC0131.The orthometric height was determined by differential leveling
 NC0131.and adjusted by the National Geodetic Survey in June 1991..
 NC0131
 NC0131.The geoid height was determined by GEOID03.
 NC0131
 NC0131.The dynamic height is computed by dividing the NAVD 88
 NC0131.geopotential number by the normal gravity value computed on the
 NC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0131.degrees latitude (g = 980.6199 gals.).
 NC0131
 NC0131.The modeled gravity was interpolated from observed gravity values.
 NC0131
 NC0131;                    North         East    Units  Estimated Accuracy
 NC0131;SPC NY W     -   255,050.      391,900.      MT  (+/- 180 meters Scaled)
 NC0131
 NC0131                          SUPERSEDED SURVEY CONTROL
 NC0131
 NC0131  NGVD 29 (??/??/92)  401.792  (m)         1318.21   (f) ADJ UNCH    2 0
 NC0131
 NC0131.Superseded values are not recommended for survey control.
 NC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0131.See file dsdata.txt to determine how the superseded data were derived.
 NC0131
 NC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG411867(NAD 83)
 NC0131_MARKER: DB = BENCH MARK DISK
 NC0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0131_SP_SET: BRIDGE
 NC0131_STAMPING: C 86 1935
 NC0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0131
 NC0131  HISTORY     - Date     Condition        Report By
 NC0131  HISTORY     - 1935     MONUMENTED       CGS
 NC0131  HISTORY     - 1960     GOOD             NYGS
 NC0131
 NC0131                          STATION DESCRIPTION
 NC0131
 NC0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0131'4 MI S FROM BELFAST.
 NC0131'4 MILES SOUTH OF BELFAST ON STATE HIGHWAY 63 AT JUNCTION OF STATE
 NC0131'HIGHWAYS 63 AND 19 IN HIGHWAY BRIDGE ON STATE HIGHWAY 63 IN WEST
 NC0131'ABUTMENT, SOUTH END 18 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY 63
 NC0131'85 FEET EAST OF CENTER LINE OF STATE HIGHWAY 19 6 INCHES ABOVE
 NC0131'FINISHED GRADE.
 NC0131
 NC0131                          STATION RECOVERY (1960)
 NC0131
 NC0131'RECOVERY NOTE BY NEW YORK GEODETIC SURVEY 1960
 NC0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0564 ***********************************************************************
 NC0564  DESIGNATION -  C 88
 NC0564  PID         -  NC0564
 NC0564  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0564  USGS QUAD   -  DUNKIRK (1979)
 NC0564
 NC0564                         *CURRENT SURVEY CONTROL
 NC0564  ___________________________________________________________________
 NC0564* NAD 83(1986)-  42 25 03.     (N)    079 19 50.     (W)     SCALED    
 NC0564* NAVD 88     -       270.125  (meters)     886.24   (feet)  ADJUSTED  
 NC0564  ___________________________________________________________________
 NC0564  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NC0564  DYNAMIC HT  -         270.033 (meters)     885.93  (feet)  COMP
 NC0564  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NC0564
 NC0564  VERT ORDER  -  SECOND    CLASS 0
 NC0564
 NC0564.The horizontal coordinates were scaled from a topographic map and have
 NC0564.an estimated accuracy of +/- 6 seconds.
 NC0564
 NC0564.The orthometric height was determined by differential leveling
 NC0564.and adjusted by the National Geodetic Survey in November 1993..
 NC0564
 NC0564.The geoid height was determined by GEOID03.
 NC0564
 NC0564.The dynamic height is computed by dividing the NAVD 88
 NC0564.geopotential number by the normal gravity value computed on the
 NC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0564.degrees latitude (g = 980.6199 gals.).
 NC0564
 NC0564.The modeled gravity was interpolated from observed gravity values.
 NC0564
 NC0564;                    North         East    Units  Estimated Accuracy
 NC0564;SPC NY W     -   268,740.      288,500.      MT  (+/- 180 meters Scaled)
 NC0564
 NC0564                          SUPERSEDED SURVEY CONTROL
 NC0564
 NC0564  NAVD 88 (06/15/91)  270.092  (m)          886.13   (f) UNKNOWN     2 0
 NC0564  NGVD 29 (??/??/92)  270.262  (m)          886.68   (f) ADJ UNCH    2 0
 NC0564
 NC0564.Superseded values are not recommended for survey control.
 NC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0564.See file dsdata.txt to determine how the superseded data were derived.
 NC0564
 NC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG373974(NAD 83)
 NC0564_MARKER: DB = BENCH MARK DISK
 NC0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0564_STAMPING: C 88 1935
 NC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0564+STABILITY: SURFACE MOTION
 NC0564
 NC0564  HISTORY     - Date     Condition        Report By
 NC0564  HISTORY     - 1935     MONUMENTED       CGS
 NC0564  HISTORY     - 19990418 GOOD             USPSQD
 NC0564  HISTORY     - 20020710 POOR             DLB
 NC0564  HISTORY     - 20020722 POOR             INDIV
 NC0564
 NC0564                          STATION DESCRIPTION
 NC0564
 NC0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0564'1.3 MI S FROM LAONA.
 NC0564'1.3 MILES SOUTH OF LAONA ON N.Y.C.R.R. (WARREN BRANCH) 390 FEET NORTH
 NC0564'OF TOOLHOUSE, SECTION 2 AT SECONDARY ROAD CROSSING 140 FEET EAST OF
 NC0564'CROSSROADS 21 FEET NORTH OF CENTER LINE OF DIRT ROAD 30 FEET WEST OF
 NC0564'WEST RAIL 2 FEET ABOVE TOP OF RAIL A CONCRETE POST WITH 6 IN. PROJ.
 NC0564
 NC0564                          STATION RECOVERY (1999)
 NC0564
 NC0564'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0564'RECOVERED IN GOOD CONDITION.
 NC0564
 NC0564                          STATION RECOVERY (2002)
 NC0564
 NC0564'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2002 (DLB)
 NC0564'OBSERVED WITH SINGLE FREQUENCY GPS TO BE AT 42-25-03.44106,
 NC0564'079-19-50.35738, AND AT NAVD 88 ELEVATION OF 887.38 VERSUS THE
 NC0564'PUBLISHED ELEV. OF 886.24. THE MONUMENT STICKS UP 1.2 FT. VERSUS THE
 NC0564'DATA SHEET RECORD OF 6 INCHES. IT LEANS SLIGHTLY NORTHWESTERLY, AND
 NC0564'WAS FOUND A LITTLE LOOSE, IN A LAWN AREA. SUSPECT THAT IT HAS BEEN
 NC0564'DISTURBED/MOVED
 NC0564
 NC0564                          STATION RECOVERY (2002)
 NC0564
 NC0564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DLB)
 NC0564'SUITABLE FOR GPS OBSERVATIONS. THE TOOLHOUSE AND TRACKS ARE GONE. THE
 NC0564'MONUMENT NOW STICKS UP 1.2 FEET, AND LEANS SLIGHTLY NORTHWESTERLY, AND
 NC0564'IS SLIGHTLY LOOSE.A GPS TIE TO PID NC0565 FOUND THE ELEVATION OF THIS
 NC0564'POINT AS PUBLISHED TO BE UNRELIABLE  DAN BARRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0606 ***********************************************************************
 NC0606  DESIGNATION -  C 89
 NC0606  PID         -  NC0606
 NC0606  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0606  USGS QUAD   -  PANAMA (1976)
 NC0606
 NC0606                         *CURRENT SURVEY CONTROL
 NC0606  ___________________________________________________________________
 NC0606* NAD 83(1986)-  42 01 04.     (N)    079 26 29.     (W)     SCALED    
 NC0606* NAVD 88     -       436.904  (meters)    1433.41   (feet)  ADJUSTED  
 NC0606  ___________________________________________________________________
 NC0606  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NC0606  DYNAMIC HT  -         436.732 (meters)    1432.84  (feet)  COMP
 NC0606  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 NC0606
 NC0606  VERT ORDER  -  SECOND    CLASS II
 NC0606
 NC0606.The horizontal coordinates were scaled from a topographic map and have
 NC0606.an estimated accuracy of +/- 6 seconds.
 NC0606
 NC0606.The orthometric height was determined by differential leveling
 NC0606.and adjusted by the National Geodetic Survey in June 1991..
 NC0606
 NC0606.The geoid height was determined by GEOID03.
 NC0606
 NC0606.The dynamic height is computed by dividing the NAVD 88
 NC0606.geopotential number by the normal gravity value computed on the
 NC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0606.degrees latitude (g = 980.6199 gals.).
 NC0606
 NC0606.The modeled gravity was interpolated from observed gravity values.
 NC0606
 NC0606;                    North         East    Units  Estimated Accuracy
 NC0606;SPC NY W     -   224,430.      278,930.      MT  (+/- 180 meters Scaled)
 NC0606
 NC0606                          SUPERSEDED SURVEY CONTROL
 NC0606
 NC0606  NGVD 29 (??/??/92)  437.056  (m)         1433.91   (f) ADJ UNCH    2 0
 NC0606
 NC0606.Superseded values are not recommended for survey control.
 NC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0606.See file dsdata.txt to determine how the superseded data were derived.
 NC0606
 NC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG290529(NAD 83)
 NC0606_MARKER: DB = BENCH MARK DISK
 NC0606_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0606_SP_SET: BRIDGE ABUTMENT
 NC0606_STAMPING: C 89 1935
 NC0606_MARK LOGO: NONE  
 NC0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0606+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 NC0606
 NC0606  HISTORY     - Date     Condition        Report By
 NC0606  HISTORY     - 1935     MONUMENTED       CGS
 NC0606  HISTORY     - 19961110 GOOD             USPSQD
 NC0606  HISTORY     - 2003     GOOD             TVGA
 NC0606  HISTORY     - 20040513 GOOD             DLB
 NC0606
 NC0606                          STATION DESCRIPTION
 NC0606
 NC0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0606'2.0 MI SW FROM WATTS FLATS.
 NC0606'2.0 MILES SOUTHWEST OF WATTS FLATS ON ERIE R.R. 1200 FEET WEST OF
 NC0606'SWITCH TOWER AT JUNCTION OF EAST AND WEST BOUND TRACKS ON BRIDGE NO.
 NC0606'0/19 (40-FOOT SPAN GIRDER) ON EAST ABUTMENT, NORTH SIDE 22 FEET NORTH
 NC0606'OF NORTH RAIL OF EASTBOUND TRACK 4 FEET BELOW TOP OF RAIL OF EASTBOUND
 NC0606'TRACK.
 NC0606
 NC0606                          STATION RECOVERY (1996)
 NC0606
 NC0606'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0606'RECOVERED IN GOOD CONDITION.
 NC0606
 NC0606                          STATION RECOVERY (2003)
 NC0606
 NC0606'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2003 (DD)
 NC0606'RECOVERED AS DESCRIBED.
 NC0606
 NC0606                          STATION RECOVERY (2004)
 NC0606
 NC0606'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2004 (DLB)
 NC0606'FOUND AT 42-01-03.8, 79-26-29.5 WITH HAND HELD GPS
 NC0606'POINT IS SUITABLE FOR GPS OBSERVATIONS
 NC0606'ONLY ONE SET OF TRACKS 05-13-2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0083 ***********************************************************************
 PH0083  DESIGNATION -  C 9= 885
 PH0083  PID         -  PH0083
 PH0083  STATE/COUNTY-  NY/FRANKLIN
 PH0083  USGS QUAD   -  BURKE (1993)
 PH0083
 PH0083                         *CURRENT SURVEY CONTROL
 PH0083  ___________________________________________________________________
 PH0083* NAD 83(1986)-  44 54 18.     (N)    074 09 39.     (W)     SCALED    
 PH0083* NAVD 88     -       269.570  (meters)     884.41   (feet)  POSTED    
 PH0083  ___________________________________________________________________
 PH0083  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PH0083  DYNAMIC HT  -         269.560 (meters)     884.38  (feet)  COMP
 PH0083  MODELED GRAV-     980,562.3   (mgal)                       NAVD 88
 PH0083
 PH0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PH0083
 PH0083.The horizontal coordinates were scaled from a topographic map and have
 PH0083.an estimated accuracy of +/- 6 seconds.
 PH0083
 PH0083.The orthometric height was determined by differential leveling
 PH0083.and adjusted by the National Geodetic Survey in 1992..
 PH0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PH0083.rate of 0.0 thru 1.0 mm/km.
 PH0083
 PH0083.The geoid height was determined by GEOID03.
 PH0083
 PH0083.The dynamic height is computed by dividing the NAVD 88
 PH0083.geopotential number by the normal gravity value computed on the
 PH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0083.degrees latitude (g = 980.6199 gals.).
 PH0083
 PH0083.The modeled gravity was interpolated from observed gravity values.
 PH0083
 PH0083;                    North         East    Units  Estimated Accuracy
 PH0083;SPC NY E     -   674,370.      176,780.      MT  (+/- 180 meters Scaled)
 PH0083
 PH0083                          SUPERSEDED SURVEY CONTROL
 PH0083
 PH0083  NGVD 29 (??/??/92)  269.649  (m)          884.67   (f) ADJ UNCH    1 2
 PH0083
 PH0083.Superseded values are not recommended for survey control.
 PH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0083.See file dsdata.txt to determine how the superseded data were derived.
 PH0083
 PH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ662727(NAD 83)
 PH0083_MARKER: DD = SURVEY DISK
 PH0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0083_SP_SET: CULVERT
 PH0083_STAMPING: 885
 PH0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0083
 PH0083  HISTORY     - Date     Condition        Report By
 PH0083  HISTORY     - UNK      MONUMENTED       USGS
 PH0083  HISTORY     - 1961     GOOD             NGS
 PH0083  HISTORY     - 1973     MARK NOT FOUND   NGS
 PH0083
 PH0083                          STATION DESCRIPTION
 PH0083
 PH0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 PH0083'0.4 MI E FROM BURKE.
 PH0083'0.4 MILE EAST ALONG THE RUTLAND RAILROAD FROM THE STATION AT BURKE,
 PH0083'FRANKLIN COUNTY, 90 FEET NORTH OF THE NORTH RAIL, 12 FEET NORTH OF THE
 PH0083'CENTERLINE OF A HIGHWAY, AND IN THE NORTH HEADWALL OF A CULVERT UNDER
 PH0083'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PH0083'885.  NOTE--IN MAY 1935 THIS BENCH MARK WAS REPORTED AS HAVING BEEN
 PH0083'MOVED WHEN THE CULVERT WAS REBUILT IN 1925.
 PH0083
 PH0083                          STATION RECOVERY (1973)
 PH0083
 PH0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PH0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0313 ***********************************************************************
 NB0313  DESIGNATION -  C 91
 NB0313  PID         -  NB0313
 NB0313  STATE/COUNTY-  NY/TOMPKINS
 NB0313  USGS QUAD   -  ITHACA EAST (1978)
 NB0313
 NB0313                         *CURRENT SURVEY CONTROL
 NB0313  ___________________________________________________________________
 NB0313* NAD 83(1986)-  42 27 10.     (N)    076 28 14.     (W)     SCALED    
 NB0313* NAVD 88     -       251.110  (meters)     823.85   (feet)  ADJUSTED  
 NB0313  ___________________________________________________________________
 NB0313  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NB0313  DYNAMIC HT  -         251.027 (meters)     823.58  (feet)  COMP
 NB0313  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NB0313
 NB0313  VERT ORDER  -  FIRST     CLASS II
 NB0313
 NB0313.The horizontal coordinates were scaled from a topographic map and have
 NB0313.an estimated accuracy of +/- 6 seconds.
 NB0313
 NB0313.The orthometric height was determined by differential leveling
 NB0313.and adjusted by the National Geodetic Survey in June 1991..
 NB0313
 NB0313.The geoid height was determined by GEOID03.
 NB0313
 NB0313.The dynamic height is computed by dividing the NAVD 88
 NB0313.geopotential number by the normal gravity value computed on the
 NB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0313.degrees latitude (g = 980.6199 gals.).
 NB0313
 NB0313.The modeled gravity was interpolated from observed gravity values.
 NB0313
 NB0313;                    North         East    Units  Estimated Accuracy
 NB0313;SPC NY C     -   272,390.      259,280.      MT  (+/- 180 meters Scaled)
 NB0313
 NB0313                          SUPERSEDED SURVEY CONTROL
 NB0313
 NB0313  NGVD 29 (??/??/92)  251.277  (m)          824.40   (f) ADJ UNCH    1 2
 NB0313
 NB0313.Superseded values are not recommended for survey control.
 NB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0313.See file dsdata.txt to determine how the superseded data were derived.
 NB0313
 NB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN790010(NAD 83)
 NB0313_MARKER: DB = BENCH MARK DISK
 NB0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0313_SP_SET: BRIDGE
 NB0313_STAMPING: C 91 1964
 NB0313_MARK LOGO: CGS   
 NB0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0313
 NB0313  HISTORY     - Date     Condition        Report By
 NB0313  HISTORY     - 1964     MONUMENTED       CGS
 NB0313  HISTORY     - 1982     GOOD             NGS
 NB0313  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB0313
 NB0313                          STATION DESCRIPTION
 NB0313
 NB0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NB0313'AT ITHACA.
 NB0313'TO REACH FROM THE ITHACA POST OFFICE, GO SOUTH ON TIOGA STREET FOR 2
 NB0313'BLOCKS TO STATE STREET AND HIGHWAY 13, TURN LEFT AND FOLLOW ROUTE 13
 NB0313'FOR 1.75 MILES TO JUDD FALLS ROAD ON THE LEFT. TURN LEFT ON JUDD
 NB0313'FALLS ROAD AND GO 0.65 MILES TO THE INTERSECTION WITH FOREST HOME
 NB0313'DRIVE AND STATE HIGHWAY 292. TURN RIGHT AND GO 0.05 MILES TO A BRIDGE
 NB0313'AND THE STATION ON THE RIGHT SIDE OF THE ROAD. THE STATION IS A
 NB0313'STANDARD DISK STARDRILLED IN THE SOUTH END OF THE WEST ABUTMENT. IT
 NB0313'IS 2 FEET BELOW THE LEVEL OF THE ROAD.
 NB0313
 NB0313                          STATION RECOVERY (1982)
 NB0313
 NB0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0313'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.
 NB0313'1.7 KM (1.05 MI) NORTHEAST ALONG STATE HIGHWAY 366 FROM
 NB0313'JUNCTION OF STATE HIGHWAY 79 IN ITHACA, THENCE 1.05 KM
 NB0313'(0.65 MI) NORTH ALONG JUDD FALLS ROAD, THENCE 0.08 KM (0.05
 NB0313'MI) EAST ALONG FOREST HOME DRIVE TO THE MARK ON THE RIGHT.
 NB0313
 NB0313                          STATION RECOVERY (2001)
 NB0313
 NB0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0189 ***********************************************************************
 OG0189  DESIGNATION -  C 93
 OG0189  PID         -  OG0189
 OG0189  STATE/COUNTY-  NY/NIAGARA
 OG0189  USGS QUAD   -  
 OG0189
 OG0189                         *CURRENT SURVEY CONTROL
 OG0189  ___________________________________________________________________
 OG0189* NAD 83(1986)-  43 05 58.     (N)    078 56 28.     (W)     SCALED    
 OG0189* NAVD 88     -       177.168  (meters)     581.26   (feet)  ADJUSTED  
 OG0189  ___________________________________________________________________
 OG0189  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0189  DYNAMIC HT  -         177.124 (meters)     581.11  (feet)  COMP
 OG0189  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OG0189
 OG0189  VERT ORDER  -  SECOND    CLASS 0
 OG0189
 OG0189.The horizontal coordinates were scaled from a topographic map and have
 OG0189.an estimated accuracy of +/- 6 seconds.
 OG0189
 OG0189.The orthometric height was determined by differential leveling
 OG0189.and adjusted by the National Geodetic Survey in June 1991..
 OG0189
 OG0189.The geoid height was determined by GEOID03.
 OG0189
 OG0189.The dynamic height is computed by dividing the NAVD 88
 OG0189.geopotential number by the normal gravity value computed on the
 OG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0189.degrees latitude (g = 980.6199 gals.).
 OG0189
 OG0189.The modeled gravity was interpolated from observed gravity values.
 OG0189
 OG0189;                    North         East    Units  Estimated Accuracy
 OG0189;SPC NY W     -   344,280.      320,880.      MT  (+/- 180 meters Scaled)
 OG0189
 OG0189                          SUPERSEDED SURVEY CONTROL
 OG0189
 OG0189  NGVD 29 (??/??/92)  177.333  (m)          581.80   (f) ADJ UNCH    2 0
 OG0189
 OG0189.Superseded values are not recommended for survey control.
 OG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0189.See file dsdata.txt to determine how the superseded data were derived.
 OG0189
 OG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH675739(NAD 83)
 OG0189_MARKER: DB = BENCH MARK DISK
 OG0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0189_STAMPING: C 93 1935
 OG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0189+STABILITY: SURFACE MOTION
 OG0189
 OG0189  HISTORY     - Date     Condition        Report By
 OG0189  HISTORY     - 1965     MONUMENTED       CGS
 OG0189  HISTORY     - 1971     GOOD             NGS
 OG0189  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OG0189  HISTORY     - 20030923 MARK NOT FOUND   NGS
 OG0189
 OG0189                          STATION DESCRIPTION
 OG0189
 OG0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OG0189'IN NIAGARA FALLS.
 OG0189'LOCATED ABOUT 0.15 MILE EAST OF THE ADMINISTRATION BUILDING, ALONG
 OG0189'THE NORTH SIDE OF U.S. HIGHWAY 62, AT THE INTERSECTION OF U.S.
 OG0189'HIGHWAY 62 AND WILLIAMS ROAD, 90 FEET NORTH OF THE CENTERLINE OF U.S.
 OG0189'HIGHWAY 62, 61.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 OG0189'CULVERT HEADWALL AND 1.0 FEET SOUTH OF THE FENCE AROUND THE AIRPORT.
 OG0189'A STANDARD DISK STAMPED C 93 1965 IN TOP OF A CONCRETE MONUMENT WHICH
 OG0189'PROJECTS 2 INCHES.  TO REACH FROM THE ADMINISTRATION BUILDING, GO EAST
 OG0189'ON U.S. HIGHWAY 62 FOR 0.15 MILE TO THE INTERSECTION OF WILLIAMS ROAD
 OG0189'AND THE MARK ON THE LEFT.
 OG0189
 OG0189                          STATION RECOVERY (1971)
 OG0189
 OG0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OG0189'RECOVERED IN GOOD CONDITION.
 OG0189
 OG0189                          STATION RECOVERY (2001)
 OG0189
 OG0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OG0189
 OG0189                          STATION RECOVERY (2003)
 OG0189
 OG0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDD)
 OG0189'STATION PRESUMED DESTROYED WHEN THE PRESENT AIRPORT PARKING LOT WAS
 OG0189'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0999 ***********************************************************************
 NB0999  DESIGNATION -  C 94
 NB0999  PID         -  NB0999
 NB0999  STATE/COUNTY-  NY/YATES
 NB0999  USGS QUAD   -  KEUKA PARK (1942)
 NB0999
 NB0999                         *CURRENT SURVEY CONTROL
 NB0999  ___________________________________________________________________
 NB0999* NAD 83(1986)-  42 35 34.     (N)    077 04 48.     (W)     SCALED    
 NB0999* NAVD 88     -       224.601  (meters)     736.88   (feet)  ADJUSTED  
 NB0999  ___________________________________________________________________
 NB0999  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NB0999  DYNAMIC HT  -         224.531 (meters)     736.65  (feet)  COMP
 NB0999  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 NB0999
 NB0999  VERT ORDER  -  SECOND    CLASS 0
 NB0999
 NB0999.The horizontal coordinates were scaled from a topographic map and have
 NB0999.an estimated accuracy of +/- 6 seconds.
 NB0999
 NB0999.The orthometric height was determined by differential leveling
 NB0999.and adjusted by the National Geodetic Survey in June 1991..
 NB0999
 NB0999.The geoid height was determined by GEOID03.
 NB0999
 NB0999.The dynamic height is computed by dividing the NAVD 88
 NB0999.geopotential number by the normal gravity value computed on the
 NB0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0999.degrees latitude (g = 980.6199 gals.).
 NB0999
 NB0999.The modeled gravity was interpolated from observed gravity values.
 NB0999
 NB0999;                    North         East    Units  Estimated Accuracy
 NB0999;SPC NY C     -   288,060.      209,240.      MT  (+/- 180 meters Scaled)
 NB0999
 NB0999                          SUPERSEDED SURVEY CONTROL
 NB0999
 NB0999  NGVD 29 (??/??/92)  224.759  (m)          737.40   (f) ADJ UNCH    2 0
 NB0999
 NB0999.Superseded values are not recommended for survey control.
 NB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0999.See file dsdata.txt to determine how the superseded data were derived.
 NB0999
 NB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN293176(NAD 83)
 NB0999_MARKER: DB = BENCH MARK DISK
 NB0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0999_STAMPING: C-94--1935
 NB0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0999+STABILITY: SURFACE MOTION
 NB0999
 NB0999  HISTORY     - Date     Condition        Report By
 NB0999  HISTORY     - 1935     MONUMENTED       CGS
 NB0999  HISTORY     - 1987     GOOD             USPSQD
 NB0999  HISTORY     - 1990     GOOD             USPSQD
 NB0999  HISTORY     - 20010723 GOOD             USPSQD
 NB0999
 NB0999                          STATION DESCRIPTION
 NB0999
 NB0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0999'5.2 MI SW FROM PENN YAN.
 NB0999'IS LOCATED 5.2 MILES SOUTHWEST OF THE COUNTY COURT HOUSE. AT HEWITTS
 NB0999'POINT. 85 YDS. NORTH OF MCDERMOTTS FARM HOUSE. 24 FT. SOUTHEAST OF
 NB0999'CENTERLINE OF CONCRETE HEADWALL OF 2 FT X 2 FT CULVERT UNDER HY. 21
 NB0999'FT. EAST OF CENTERLINE OF HIGHWAY. SET IN PROPERTY LINE OF TWO FARMS.
 NB0999'TABLET SET IN TOP OF CONCRETE POST LEVEL WITH GROUND.
 NB0999
 NB0999                          STATION RECOVERY (1987)
 NB0999
 NB0999'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHS)
 NB0999'RECOVERED IN GOOD CONDITION.
 NB0999
 NB0999                          STATION RECOVERY (1990)
 NB0999
 NB0999'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0999'RECOVERED IN GOOD CONDITION.
 NB0999
 NB0999                          STATION RECOVERY (2001)
 NB0999
 NB0999'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NB0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0848 ***********************************************************************
 NB0848  DESIGNATION -  C 95
 NB0848  PID         -  NB0848
 NB0848  STATE/COUNTY-  NY/ONTARIO
 NB0848  USGS QUAD   -  VICTOR (1978)
 NB0848
 NB0848                         *CURRENT SURVEY CONTROL
 NB0848  ___________________________________________________________________
 NB0848* NAD 83(1986)-  42 55 45.     (N)    077 27 55.     (W)     SCALED    
 NB0848* NAVD 88     -       272.370  (meters)     893.60   (feet)  ADJUSTED  
 NB0848  ___________________________________________________________________
 NB0848  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NB0848  DYNAMIC HT  -         272.290 (meters)     893.34  (feet)  COMP
 NB0848  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 NB0848
 NB0848  VERT ORDER  -  SECOND    CLASS 0
 NB0848
 NB0848.The horizontal coordinates were scaled from a topographic map and have
 NB0848.an estimated accuracy of +/- 6 seconds.
 NB0848
 NB0848.The orthometric height was determined by differential leveling
 NB0848.and adjusted by the National Geodetic Survey in June 1991..
 NB0848
 NB0848.The geoid height was determined by GEOID03.
 NB0848
 NB0848.The dynamic height is computed by dividing the NAVD 88
 NB0848.geopotential number by the normal gravity value computed on the
 NB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0848.degrees latitude (g = 980.6199 gals.).
 NB0848
 NB0848.The modeled gravity was interpolated from observed gravity values.
 NB0848
 NB0848;                    North         East    Units  Estimated Accuracy
 NB0848;SPC NY C     -   325,680.      178,010.      MT  (+/- 180 meters Scaled)
 NB0848
 NB0848                          SUPERSEDED SURVEY CONTROL
 NB0848
 NB0848  NGVD 29 (??/??/92)  272.500  (m)          894.03   (f) ADJ UNCH    2 0
 NB0848
 NB0848.Superseded values are not recommended for survey control.
 NB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0848.See file dsdata.txt to determine how the superseded data were derived.
 NB0848
 NB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN988558(NAD 83)
 NB0848_MARKER: DB = BENCH MARK DISK
 NB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0848_STAMPING: C 95 1935
 NB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0848+STABILITY: SURFACE MOTION
 NB0848
 NB0848  HISTORY     - Date     Condition        Report By
 NB0848  HISTORY     - 1935     MONUMENTED       CGS
 NB0848  HISTORY     - 1942     GOOD             NGS
 NB0848  HISTORY     - 1968     GOOD             LOCENG
 NB0848  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0848  HISTORY     - 20050612 MARK NOT FOUND   USPSQD
 NB0848
 NB0848                          STATION DESCRIPTION
 NB0848
 NB0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0848'1.7 MI SE FROM IONIA.
 NB0848'TO REACH FROM THE RAILROAD STATION AT IONIA, PROCEED 1.7 MILE
 NB0848'SOUTHEAST ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD, TO AN
 NB0848'ASPHALT ROAD CROSSING AND SITE OF BENCH MARK. BENCH MARK IS 29.6
 NB0848'FEET SOUTH OF THE CENTERLINE OF ASPHALT ROAD, 22.0 FEET NORTHEAST
 NB0848'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF RAILROAD BED. IT IS
 NB0848'12.5 FEET SOUTH OF HIGHWAY RIGHT OF WAY FENCE. MONUMENT IS 2.0
 NB0848'FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND IS
 NB0848'ABOUT LEVEL WITH THE GROUND. A DISK SET HORIZONTALLY IN TOP OF A
 NB0848'PRECAST CONCRETE POST. NOTE--THIS BENCH MARK IS ABOUT 3.0 MILES
 NB0848'NORTHWEST OF HOLCOMB.
 NB0848
 NB0848                          STATION RECOVERY (1968)
 NB0848
 NB0848'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 NB0848'RECOVERED IN GOOD CONDITION.
 NB0848
 NB0848                          STATION RECOVERY (1989)
 NB0848
 NB0848'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMR)
 NB0848'MARK NOT FOUND.
 NB0848
 NB0848                          STATION RECOVERY (2005)
 NB0848
 NB0848'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1122 ***********************************************************************
 NB1122  DESIGNATION -  C 96
 NB1122  PID         -  NB1122
 NB1122  STATE/COUNTY-  NY/STEUBEN
 NB1122  USGS QUAD   -  BATH (1978)
 NB1122
 NB1122                         *CURRENT SURVEY CONTROL
 NB1122  ___________________________________________________________________
 NB1122* NAD 83(1986)-  42 19 48.     (N)    077 19 04.     (W)     SCALED    
 NB1122* NAVD 88     -       335.393  (meters)    1100.37   (feet)  ADJUSTED  
 NB1122  ___________________________________________________________________
 NB1122  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NB1122  DYNAMIC HT  -         335.273 (meters)    1099.97  (feet)  COMP
 NB1122  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 NB1122
 NB1122  VERT ORDER  -  SECOND    CLASS 0
 NB1122
 NB1122.The horizontal coordinates were scaled from a topographic map and have
 NB1122.an estimated accuracy of +/- 6 seconds.
 NB1122
 NB1122.The orthometric height was determined by differential leveling
 NB1122.and adjusted by the National Geodetic Survey in June 1991..
 NB1122
 NB1122.The geoid height was determined by GEOID03.
 NB1122
 NB1122.The dynamic height is computed by dividing the NAVD 88
 NB1122.geopotential number by the normal gravity value computed on the
 NB1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1122.degrees latitude (g = 980.6199 gals.).
 NB1122
 NB1122.The modeled gravity was interpolated from observed gravity values.
 NB1122
 NB1122;                    North         East    Units  Estimated Accuracy
 NB1122;SPC NY C     -   259,010.      189,470.      MT  (+/- 180 meters Scaled)
 NB1122
 NB1122                          SUPERSEDED SURVEY CONTROL
 NB1122
 NB1122  NGVD 29 (??/??/92)  335.528  (m)         1100.81   (f) ADJ UNCH    2 0
 NB1122
 NB1122.Superseded values are not recommended for survey control.
 NB1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1122.See file dsdata.txt to determine how the superseded data were derived.
 NB1122
 NB1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM090890(NAD 83)
 NB1122_MARKER: DB = BENCH MARK DISK
 NB1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1122_STAMPING: C-96--1935
 NB1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1122+STABILITY: SURFACE MOTION
 NB1122
 NB1122  HISTORY     - Date     Condition        Report By
 NB1122  HISTORY     - 1935     MONUMENTED       CGS
 NB1122  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB1122
 NB1122                          STATION DESCRIPTION
 NB1122
 NB1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB1122'AT BATH.
 NB1122'IS LOCATED IN THE LAWN OF THE DELEWARE LACKAWANNA AND HUDSON
 NB1122'RAILROAD. 55.3 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF THE DEPOT.
 NB1122'29.2 FT. NORTHEAST OF NORTHEAST RAIL OF MAINLINE TRACK. TABLET SET
 NB1122'IN TOP OF CONCRETE POST 2 IN. HIGH.
 NB1122
 NB1122                          STATION RECOVERY (1988)
 NB1122
 NB1122'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0107 ***********************************************************************
 OE0107  DESIGNATION -  C 98
 OE0107  PID         -  OE0107
 OE0107  STATE/COUNTY-  NY/HAMILTON
 OE0107  USGS QUAD   -  
 OE0107
 OE0107                         *CURRENT SURVEY CONTROL
 OE0107  ___________________________________________________________________
 OE0107* NAD 83(1986)-  43 36 42.     (N)    074 24 58.     (W)     SCALED    
 OE0107* NAVD 88     -       572.570  (meters)    1878.51   (feet)  ADJUSTED  
 OE0107  ___________________________________________________________________
 OE0107  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OE0107  DYNAMIC HT  -         572.421 (meters)    1878.02  (feet)  COMP
 OE0107  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 OE0107
 OE0107  VERT ORDER  -  SECOND    CLASS 0
 OE0107
 OE0107.The horizontal coordinates were scaled from a topographic map and have
 OE0107.an estimated accuracy of +/- 6 seconds.
 OE0107
 OE0107.The orthometric height was determined by differential leveling
 OE0107.and adjusted by the National Geodetic Survey in June 1991..
 OE0107
 OE0107.The geoid height was determined by GEOID03.
 OE0107
 OE0107.The dynamic height is computed by dividing the NAVD 88
 OE0107.geopotential number by the normal gravity value computed on the
 OE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0107.degrees latitude (g = 980.6199 gals.).
 OE0107
 OE0107.The modeled gravity was interpolated from observed gravity values.
 OE0107
 OE0107;                    North         East    Units  Estimated Accuracy
 OE0107;SPC NY E     -   530,620.      156,770.      MT  (+/- 180 meters Scaled)
 OE0107
 OE0107                          SUPERSEDED SURVEY CONTROL
 OE0107
 OE0107  NGVD 29 (??/??/92)  572.647  (m)         1878.76   (f) ADJ UNCH    2 0
 OE0107
 OE0107.Superseded values are not recommended for survey control.
 OE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0107.See file dsdata.txt to determine how the superseded data were derived.
 OE0107
 OE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP471289(NAD 83)
 OE0107_MARKER: DB = BENCH MARK DISK
 OE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0107_STAMPING: C-98--1935
 OE0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0107+STABILITY: SURFACE MOTION
 OE0107
 OE0107  HISTORY     - Date     Condition        Report By
 OE0107  HISTORY     - 1935     MONUMENTED       CGS
 OE0107
 OE0107                          STATION DESCRIPTION
 OE0107
 OE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0107'11.1 MI NW FROM SPECULATOR.
 OE0107'11.1 MILES NORTH OF THE JUNCTION OF STATE HYS. NO. 10 AND 8. 1.5 MILES
 OE0107'SOUTH OF LEWEY LAKE HOUSE. 26 FT. NORTHWEST OF CENTERLINE OF STATE HY.
 OE0107'10(OLD HY.). AT TOP OF A LONG HILL FROM THE NORTH.  TABLET SET IN TOP
 OE0107'OF CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0108 ***********************************************************************
 OE0108  DESIGNATION -  C 98 RESET 1954
 OE0108  PID         -  OE0108
 OE0108  STATE/COUNTY-  NY/HAMILTON
 OE0108  USGS QUAD   -  
 OE0108
 OE0108                         *CURRENT SURVEY CONTROL
 OE0108  ___________________________________________________________________
 OE0108* NAD 83(1986)-  43 36 42.     (N)    074 24 58.     (W)     SCALED    
 OE0108* NAVD 88     -       573.17   (+/-2cm)    1880.5    (feet)  VERTCON   
 OE0108  ___________________________________________________________________
 OE0108  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OE0108
 OE0108  VERT ORDER  -  THIRD (See Below)
 OE0108
 OE0108.The horizontal coordinates were scaled from a topographic map and have
 OE0108.an estimated accuracy of +/- 6 seconds.
 OE0108
 OE0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0108.The vertical order pertains to the NGVD 29 superseded value.
 OE0108
 OE0108.The geoid height was determined by GEOID03.
 OE0108
 OE0108;                    North         East    Units  Estimated Accuracy
 OE0108;SPC NY E     -   530,620.      156,770.      MT  (+/- 180 meters Scaled)
 OE0108
 OE0108                          SUPERSEDED SURVEY CONTROL
 OE0108
 OE0108  NGVD 29 (09/01/04)  573.24   (m)         1880.7    (f) RESET       3  
 OE0108
 OE0108.Superseded values are not recommended for survey control.
 OE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0108.See file dsdata.txt to determine how the superseded data were derived.
 OE0108
 OE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP471289(NAD 83)
 OE0108_MARKER: DB = BENCH MARK DISK
 OE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0108_STAMPING: C 98 1935 RESET 1954
 OE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0108+STABILITY: SURFACE MOTION
 OE0108
 OE0108  HISTORY     - Date     Condition        Report By
 OE0108  HISTORY     - 1954     MONUMENTED       CGS
 OE0108  HISTORY     - 1954     GOOD             NGS
 OE0108
 OE0108                          STATION DESCRIPTION
 OE0108
 OE0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OE0108'1.6 MI S FROM LEWEY LAKE HOUSE.
 OE0108'SPECULATOR, HAMILTON COUNTY, NEW YORK.  ABOUT 11.1 MILES NORTHWEST OF
 OE0108'ALONG OLD STATE HIGHWAY 10, ABOUT 1.6 MILES SOUTH OF LEWEY LAKE HOUSE,
 OE0108'57 FEET WEST OF CENTER LINE OF ROAD, ON TOP OF BANK, 172 FEET NORTH OF
 OE0108'A CONCRETE CULVERT.  A STANDARD DISC STAMPED C 98 1935 RESET 1954, SET
 OE0108'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0160 ***********************************************************************
 OE0160  DESIGNATION -  C 99
 OE0160  PID         -  OE0160
 OE0160  STATE/COUNTY-  NY/FULTON
 OE0160  USGS QUAD   -  NORTHVILLE (1970)
 OE0160
 OE0160                         *CURRENT SURVEY CONTROL
 OE0160  ___________________________________________________________________
 OE0160* NAD 83(1986)-  43 09 23.     (N)    074 13 05.     (W)     SCALED    
 OE0160* NAVD 88     -       239.563  (meters)     785.97   (feet)  ADJUSTED  
 OE0160  ___________________________________________________________________
 OE0160  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OE0160  DYNAMIC HT  -         239.503 (meters)     785.77  (feet)  COMP
 OE0160  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 OE0160
 OE0160  VERT ORDER  -  SECOND    CLASS 0
 OE0160
 OE0160.The horizontal coordinates were scaled from a topographic map and have
 OE0160.an estimated accuracy of +/- 6 seconds.
 OE0160
 OE0160.The orthometric height was determined by differential leveling
 OE0160.and adjusted by the National Geodetic Survey in June 1991..
 OE0160
 OE0160.The geoid height was determined by GEOID03.
 OE0160
 OE0160.The dynamic height is computed by dividing the NAVD 88
 OE0160.geopotential number by the normal gravity value computed on the
 OE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0160.degrees latitude (g = 980.6199 gals.).
 OE0160
 OE0160.The modeled gravity was interpolated from observed gravity values.
 OE0160
 OE0160;                    North         East    Units  Estimated Accuracy
 OE0160;SPC NY E     -   480,080.      172,930.      MT  (+/- 180 meters Scaled)
 OE0160
 OE0160                          SUPERSEDED SURVEY CONTROL
 OE0160
 OE0160  NGVD 29 (??/??/92)  239.692  (m)          786.39   (f) ADJ UNCH    2 0
 OE0160
 OE0160.Superseded values are not recommended for survey control.
 OE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0160.See file dsdata.txt to determine how the superseded data were derived.
 OE0160
 OE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN635784(NAD 83)
 OE0160_MARKER: DB = BENCH MARK DISK
 OE0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0160_SP_SET: BRIDGE
 OE0160_STAMPING: C-99--1935
 OE0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0160
 OE0160  HISTORY     - Date     Condition        Report By
 OE0160  HISTORY     - 1935     MONUMENTED       CGS
 OE0160  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 OE0160
 OE0160                          STATION DESCRIPTION
 OE0160
 OE0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0160'4.1 MI N FROM MAYFIELD.
 OE0160'IS LOCATED 4.1 MILES NORTH OF THE CITY WATER TANK AT MAYFIELD.  AT
 OE0160'CRANBERRY CREEK.  TABLET SET IN TOP OF THE NORTH WEST CONCRETE
 OE0160'WINGWALL OF HIGHWAY BRIDGE OVER CRANBERRY CREEK.
 OE0160
 OE0160                          STATION RECOVERY (2004)
 OE0160
 OE0160'RECOVERY NOTE BY US POWER SQUADRON 2004
 OE0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1473 ***********************************************************************
 PH1473  DESIGNATION -  CA 1 H 26
 PH1473  PID         -  PH1473
 PH1473  STATE/COUNTY-  NY/ST LAWRENCE
 PH1473  USGS QUAD   -  CORNWALL WEST (1964)
 PH1473
 PH1473                         *CURRENT SURVEY CONTROL
 PH1473  ___________________________________________________________________
 PH1473* NAD 83(1986)-  45 00 12.     (N)    074 45 59.     (W)     SCALED    
 PH1473* NAVD 88     -        58.430  (meters)     191.70   (feet)  ADJUSTED  
 PH1473  ___________________________________________________________________
 PH1473  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 PH1473  DYNAMIC HT  -          58.429 (meters)     191.70  (feet)  COMP
 PH1473  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 PH1473
 PH1473  VERT ORDER  -  FIRST     CLASS 0
 PH1473
 PH1473.The horizontal coordinates were scaled from a topographic map and have
 PH1473.an estimated accuracy of +/- 6 seconds.
 PH1473
 PH1473.The orthometric height was determined by differential leveling
 PH1473.and adjusted by the National Geodetic Survey in June 1991..
 PH1473
 PH1473.The geoid height was determined by GEOID03.
 PH1473
 PH1473.The dynamic height is computed by dividing the NAVD 88
 PH1473.geopotential number by the normal gravity value computed on the
 PH1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1473.degrees latitude (g = 980.6199 gals.).
 PH1473
 PH1473.The modeled gravity was interpolated from observed gravity values.
 PH1473
 PH1473;                    North         East    Units  Estimated Accuracy
 PH1473;SPC NY E     -   685,280.      129,000.      MT  (+/- 180 meters Scaled)
 PH1473
 PH1473                          SUPERSEDED SURVEY CONTROL
 PH1473
 PH1473  NGVD 29 (??/??/92)   58.542  (m)          192.07   (f) ADJ UNCH    1 0
 PH1473
 PH1473.Superseded values are not recommended for survey control.
 PH1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1473.See file dsdata.txt to determine how the superseded data were derived.
 PH1473
 PH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ184833(NAD 83)
 PH1473_MARKER: Z = SEE DESCRIPTION
 PH1473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PH1473_SP_SET: 8 FT.
 PH1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1473
 PH1473  HISTORY     - Date     Condition        Report By
 PH1473  HISTORY     - UNK      MONUMENTED
 PH1473  HISTORY     - 1969     GOOD             USLS
 PH1473
 PH1473                          STATION DESCRIPTION
 PH1473
 PH1473'DESCRIBED BY US LAKE SURVEY 1969
 PH1473'IN MASSENA POINT.
 PH1473'A BENCHMARK ESTABLISHED BY HYDRO-ELECTRICT POWER COMMISSION OF
 PH1473'ONTARIO, IS IN ST. LAWRENCE COUNTY, NEW YORK, ON THE NORTHEAST END OF
 PH1473'MASSENA POINT, AT H-26 GAGE SITE, 87.5 FEET SOUTH OF SOUTHEAST CORNER
 PH1473'OF THE GAGE HOUSE, 7.6 FEET NORTHWEST OF A LEANING 8-INCH WHITE BIRCH,
 PH1473'6.6 FEET WEST OF A 12-INCH MAPLE, ABOUT 1/4 FOOT BELOW THE GROUND
 PH1473'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH SQUARE IRON ROD, 8
 PH1473'FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0592 ***********************************************************************
 PH0592  DESIGNATION -  CA 1 H 8
 PH0592  PID         -  PH0592
 PH0592  STATE/COUNTY-  NY/ST LAWRENCE
 PH0592  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0592
 PH0592                         *CURRENT SURVEY CONTROL
 PH0592  ___________________________________________________________________
 PH0592* NAD 83(1986)-  44 59 49.     (N)    074 45 48.     (W)     SCALED    
 PH0592* NAVD 88     -        56.238  (meters)     184.51   (feet)  ADJUSTED  
 PH0592  ___________________________________________________________________
 PH0592  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PH0592  DYNAMIC HT  -          56.237 (meters)     184.50  (feet)  COMP
 PH0592  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 PH0592
 PH0592  VERT ORDER  -  FIRST     CLASS 0
 PH0592
 PH0592.The horizontal coordinates were scaled from a topographic map and have
 PH0592.an estimated accuracy of +/- 6 seconds.
 PH0592
 PH0592.The orthometric height was determined by differential leveling
 PH0592.and adjusted by the National Geodetic Survey in June 1991..
 PH0592
 PH0592.The geoid height was determined by GEOID03.
 PH0592
 PH0592.The dynamic height is computed by dividing the NAVD 88
 PH0592.geopotential number by the normal gravity value computed on the
 PH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0592.degrees latitude (g = 980.6199 gals.).
 PH0592
 PH0592.The modeled gravity was interpolated from observed gravity values.
 PH0592
 PH0592;                    North         East    Units  Estimated Accuracy
 PH0592;SPC NY E     -   684,570.      129,240.      MT  (+/- 180 meters Scaled)
 PH0592
 PH0592                          SUPERSEDED SURVEY CONTROL
 PH0592
 PH0592  NGVD 29 (??/??/92)   56.351  (m)          184.88   (f) ADJ UNCH    1 0
 PH0592
 PH0592.Superseded values are not recommended for survey control.
 PH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0592.See file dsdata.txt to determine how the superseded data were derived.
 PH0592
 PH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ186826(NAD 83)
 PH0592_MARKER: Z = SEE DESCRIPTION
 PH0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0592_SP_SET: ROD
 PH0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0592
 PH0592  HISTORY     - Date     Condition        Report By
 PH0592  HISTORY     - UNK      MONUMENTED       USLS
 PH0592  HISTORY     - 1969     GOOD             USLS
 PH0592
 PH0592                          STATION DESCRIPTION
 PH0592
 PH0592'DESCRIBED BY US LAKE SURVEY 1969
 PH0592'IN MASSENA POINT.
 PH0592'A BENCHMARK ESTABLISHED BY THE HYDRO-ELECTRIC POWER COMMISSION OF
 PH0592'ONTARIO, IS IN ST. LAWRENCE COUNTY, NEW YORK, ON SOUTHEAST END OF
 PH0592'MASSENA POINT, APPROXIMATELY 1,000 FEET WEST OF EAST END OF THE POINT,
 PH0592'1/4 MILE SOUTH OF OLD RIVER ROAD, AT H-8 GAGE SITE, 62.6 FEET NORTH OF
 PH0592'NORTHEAST CORNER OF THE GAGE HOUSE, 19.7 FEET SOUTHWEST OF AN 18-INCH
 PH0592'SPRUCE, 16.5 FEET NORTHWEST OF A 20-INCH SPRUCE, ABOUT 1/2 FOOT BELOW
 PH0592'THE GROUND SURFACE BEING HIGHEST POINT ON TOP OF A 1-INCH IRON ROD, 8
 PH0592'FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1474 ***********************************************************************
 PH1474  DESIGNATION -  CA 2 H 26
 PH1474  PID         -  PH1474
 PH1474  STATE/COUNTY-  NY/ST LAWRENCE
 PH1474  USGS QUAD   -  CORNWALL WEST (1964)
 PH1474
 PH1474                         *CURRENT SURVEY CONTROL
 PH1474  ___________________________________________________________________
 PH1474* NAD 83(1986)-  45 00 12.     (N)    074 45 59.     (W)     SCALED    
 PH1474* NAVD 88     -        56.787  (meters)     186.31   (feet)  ADJUSTED  
 PH1474  ___________________________________________________________________
 PH1474  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 PH1474  DYNAMIC HT  -          56.786 (meters)     186.31  (feet)  COMP
 PH1474  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 PH1474
 PH1474  VERT ORDER  -  FIRST     CLASS 0
 PH1474
 PH1474.The horizontal coordinates were scaled from a topographic map and have
 PH1474.an estimated accuracy of +/- 6 seconds.
 PH1474
 PH1474.The orthometric height was determined by differential leveling
 PH1474.and adjusted by the National Geodetic Survey in June 1991..
 PH1474
 PH1474.The geoid height was determined by GEOID03.
 PH1474
 PH1474.The dynamic height is computed by dividing the NAVD 88
 PH1474.geopotential number by the normal gravity value computed on the
 PH1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1474.degrees latitude (g = 980.6199 gals.).
 PH1474
 PH1474.The modeled gravity was interpolated from observed gravity values.
 PH1474
 PH1474;                    North         East    Units  Estimated Accuracy
 PH1474;SPC NY E     -   685,280.      129,000.      MT  (+/- 180 meters Scaled)
 PH1474
 PH1474                          SUPERSEDED SURVEY CONTROL
 PH1474
 PH1474  NGVD 29 (??/??/92)   56.900  (m)          186.68   (f) ADJ UNCH    1 0
 PH1474
 PH1474.Superseded values are not recommended for survey control.
 PH1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1474.See file dsdata.txt to determine how the superseded data were derived.
 PH1474
 PH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ184833(NAD 83)
 PH1474_MARKER: Z = SEE DESCRIPTION
 PH1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1474_SP_SET: ROD
 PH1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1474
 PH1474  HISTORY     - Date     Condition        Report By
 PH1474  HISTORY     - UNK      MONUMENTED
 PH1474  HISTORY     - 1969     GOOD             USLS
 PH1474
 PH1474                          STATION DESCRIPTION
 PH1474
 PH1474'DESCRIBED BY US LAKE SURVEY 1969
 PH1474'IN MASSENA POINT.
 PH1474'A BENCHMARK ESTABLISHED BY HYDRO-ELECTRIC POWER COMMISSION OF ONTARIO,
 PH1474'IS IN ST. LAWRENCE COUNTY, NEW YORK, ON THE NORTHEAST END OF MASSENA
 PH1474'POINT, AT H-26 GAGE SITE, 79.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 PH1474'THE GAGE HOUSE, 36.7 FEET NORTH OF UTILITY POLE NO. 187, 7.4 FEET
 PH1474'SOUTH OF A 10-INCH ELM, 6.5 FEET WEST OF A 4-INCH MAPLE, ABOUT 1/4
 PH1474'FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH
 PH1474'SQUARE IRON ROD, 7 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0594 ***********************************************************************
 PH0594  DESIGNATION -  CA 2 H 8
 PH0594  PID         -  PH0594
 PH0594  STATE/COUNTY-  NY/ST LAWRENCE
 PH0594  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0594
 PH0594                         *CURRENT SURVEY CONTROL
 PH0594  ___________________________________________________________________
 PH0594* NAD 83(1986)-  44 59 49.     (N)    074 45 48.     (W)     SCALED    
 PH0594* NAVD 88     -        55.473  (meters)     182.00   (feet)  ADJUSTED  
 PH0594  ___________________________________________________________________
 PH0594  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PH0594  DYNAMIC HT  -          55.472 (meters)     181.99  (feet)  COMP
 PH0594  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 PH0594
 PH0594  VERT ORDER  -  FIRST     CLASS 0
 PH0594
 PH0594.The horizontal coordinates were scaled from a topographic map and have
 PH0594.an estimated accuracy of +/- 6 seconds.
 PH0594
 PH0594.The orthometric height was determined by differential leveling
 PH0594.and adjusted by the National Geodetic Survey in June 1991..
 PH0594
 PH0594.The geoid height was determined by GEOID03.
 PH0594
 PH0594.The dynamic height is computed by dividing the NAVD 88
 PH0594.geopotential number by the normal gravity value computed on the
 PH0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0594.degrees latitude (g = 980.6199 gals.).
 PH0594
 PH0594.The modeled gravity was interpolated from observed gravity values.
 PH0594
 PH0594;                    North         East    Units  Estimated Accuracy
 PH0594;SPC NY E     -   684,570.      129,240.      MT  (+/- 180 meters Scaled)
 PH0594
 PH0594                          SUPERSEDED SURVEY CONTROL
 PH0594
 PH0594  NGVD 29 (??/??/92)   55.586  (m)          182.37   (f) ADJ UNCH    1 0
 PH0594
 PH0594.Superseded values are not recommended for survey control.
 PH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0594.See file dsdata.txt to determine how the superseded data were derived.
 PH0594
 PH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ186826(NAD 83)
 PH0594_MARKER: Z = SEE DESCRIPTION
 PH0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0594_SP_SET: ROD
 PH0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0594
 PH0594  HISTORY     - Date     Condition        Report By
 PH0594  HISTORY     - UNK      MONUMENTED       USLS
 PH0594  HISTORY     - 1969     GOOD             USLS
 PH0594
 PH0594                          STATION DESCRIPTION
 PH0594
 PH0594'DESCRIBED BY US LAKE SURVEY 1969
 PH0594'IN MASSENA POINT.
 PH0594'A BENCHMARK ESTABLISHED BY THE HYDRO-ELECTRIC POWER COMMISSION OF
 PH0594'ONTARIO, IS IN ST. LAWRENCE COUNTY, NEW YORK, ON SOUTHEAST END OF
 PH0594'MASSENA POINT, APPROXIMATLEY 1,000 FEET WEST OF EAST END OF THE POINT,
 PH0594'1/4 MILE SOUTH OF OLD RIVER ROAD, AT H-8 GAGE SITE, 84.2 FEET
 PH0594'NORTHEAST OF NORTHEAST CORNER OF THE GAGE HOUSE, 9.9 FEET WEST OF A
 PH0594'25-INCH OAK, ABOUT 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 PH0594'POINT ON TOP OF A 1-INCH IRON ROD, 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2340 ***********************************************************************
 MZ2340  DESIGNATION -  CAA
 MZ2340  PID         -  MZ2340
 MZ2340  STATE/COUNTY-  NY/SARATOGA
 MZ2340  USGS QUAD   -  TROY NORTH (1980)
 MZ2340
 MZ2340                         *CURRENT SURVEY CONTROL
 MZ2340  ___________________________________________________________________
 MZ2340* NAD 83(1996)-  42 50 25.65602(N)    073 43 11.75157(W)     ADJUSTED  
 MZ2340* NAVD 88     -        84.9    (meters)     279.     (feet)  VERTCON   
 MZ2340  ___________________________________________________________________
 MZ2340  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MZ2340  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ2340
 MZ2340  HORZ ORDER  -  SECOND
 MZ2340
 MZ2340.The horizontal coordinates were established by classical geodetic methods
 MZ2340.and adjusted by the National Geodetic Survey in January 1999..
 MZ2340
 MZ2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2340
 MZ2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2340
 MZ2340.The geoid height was determined by GEOID03.
 MZ2340
 MZ2340;                    North         East     Units Scale Factor Converg.
 MZ2340;SPC NY E     -   445,245.393   213,765.678   MT  0.99995001   +0 31 49.6
 MZ2340;SPC NY E     - 1,460,775.93    701,329.56   sFT  0.99995001   +0 31 49.6
 MZ2340;UTM  18      - 4,743,893.020   604,606.524   MT  0.99973462   +0 52 13.7
 MZ2340
 MZ2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2340!SPC NY E     -   0.99999159  x   0.99995001  =   0.99994160
 MZ2340!UTM  18      -   0.99999159  x   0.99973462  =   0.99972621
 MZ2340
 MZ2340:                Primary Azimuth Mark                     Grid Az
 MZ2340:SPC NY E     -  TROY TV STATION WAST MAST                128 26 01.2
 MZ2340:UTM  18      -  TROY TV STATION WAST MAST                128 05 37.1
 MZ2340
 MZ2340|---------------------------------------------------------------------|
 MZ2340| PID    Reference Object                     Distance      Geod. Az  |
 MZ2340|                                                           dddmmss.s |
 MZ2340| MZ2329 TROY TV STATION WAST MAST           APPROX. 9.7 KM 1285750.8 |
 MZ2340| DA3178 CAA 1                                              3152459.0 |
 MZ2340| MZ2339 CAA A                                12.158 METERS 33520     |
 MZ2340|---------------------------------------------------------------------|
 MZ2340
 MZ2340                          SUPERSEDED SURVEY CONTROL
 MZ2340
 MZ2340  NAD 83(1996)-  42 50 25.65874(N)    073 43 11.75279(W) AD(       ) 2
 MZ2340  NAD 83(1996)-  42 50 25.65913(N)    073 43 11.75276(W) AD(       ) 2
 MZ2340  NAD 83(1992)-  42 50 25.65951(N)    073 43 11.75243(W) AD(       ) 2
 MZ2340  NAD 83(1992)-  42 50 25.65977(N)    073 43 11.75247(W) AD(       ) 2
 MZ2340  NAD 83(1986)-  42 50 25.66021(N)    073 43 11.75145(W) AD(       ) 2
 MZ2340  NAD 27      -  42 50 25.38285(N)    073 43 13.32669(W) AD(       ) 2
 MZ2340  NGVD 29 (07/19/86)   85.1    (m)          279.     (f) VERT ANG       
 MZ2340
 MZ2340.Superseded values are not recommended for survey control.
 MZ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2340.See file dsdata.txt to determine how the superseded data were derived.
 MZ2340
 MZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0460743893(NAD 83)
 MZ2340_MARKER: DD = SURVEY DISK
 MZ2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2340
 MZ2340  HISTORY     - Date     Condition        Report By
 MZ2340  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2340  HISTORY     - 20010814 MARK NOT FOUND   USPSQD
 MZ2340  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2340  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2340  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2340
 MZ2340                          STATION DESCRIPTION
 MZ2340
 MZ2340'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2340'THE STATION IS LOCATED 1.0 MILE NORTH OF HALFMOON, 4.0 MILES
 MZ2340'NORTHWEST OF WATERFORD, AND 1.5 MILE NORTHEAST OF CRESCENT IN THE
 MZ2340'TOWNSHIP OF HALFMOON.
 MZ2340'
 MZ2340'TO REACH THE STATION FROM THE NORTH END OF THE U.S. HIGHWAY 9
 MZ2340'BRIDGE OVER THE MOHAWK RIVER, GO NORTH ON U.S. HIGHWAY 9 FOR
 MZ2340'0.10 MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 99 ON
 MZ2340'RIGHT.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY 99 FOR 0.75
 MZ2340'MILE TO Y-INTERSECTION OF COUNTY HIGHWAY 94.  BEAR RIGHT AND
 MZ2340'GO EAST ON COUNTY HIGHWAY 94 FOR 0.05 MILE TO T-INTERSECTION
 MZ2340'OF COUNTY HIGHWAY 95 ON LEFT.  TURN LEFT AND GO NORTH ON COUNTY
 MZ2340'HIGHWAY 95 FOR 0.95 MILE TO STATION ON RIGHT.
 MZ2340'
 MZ2340'TO REACH AZIMUTH MARK, CAA-1 (SACGS), FROM THE STATION GO
 MZ2340'NORTHWEST ON COUNTY HIGHWAY 95 FOR 0.25 MILE TO MARK ON RIGHT.
 MZ2340'
 MZ2340'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2340'SURVEY STAMPED CAA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2340'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2340'GROUND.  IT IS LOCATED 115.4 FEET SOUTH OF A POLE (UNMARKED), 22.6
 MZ2340'FEET SOUTHWEST OF A 16-INCH CHERRY TREE, 71.3 FEET NORTHEAST OF
 MZ2340'THE SOUTHERLYMOST CONCRETE GUARD RAIL ALL ON THE EAST SIDE OF
 MZ2340'COUNTY HIGHWAY 95 AND 45.6 FEET EAST OF THE CENTERLINE OF
 MZ2340'COUNTY HIGHWAY 95.  THE UNDERGROUND MARK IS SET IN THE
 MZ2340'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 MZ2340'GROUND.
 MZ2340'
 MZ2340'AZIMUTH MARK, CAA-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2340'GEODETIC SURVEY STAMPED CAA-1.  IT IS SET IN THE TOP OF A
 MZ2340'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2340'GROUND.  IT IS LOCATED 171.0 FEET SOUTH OF POLE NM 35, NYT
 MZ2340'35, 29.5 FEET SOUTHWEST OF POLE NM 34-1/2 (SLOPE DISTANCE)
 MZ2340'BOTH ON THE EAST SIDE OF COUNTY HIGHWAY 95, 61.2 FEET NORTHEAST
 MZ2340'OF THE MOST SOUTHERLY CONCRETE GUARD RAIL ON THE WEST SIDE OF
 MZ2340'COUNTY HIGHWAY 95 AND 23.3 FEET NORTHEAST OF THE CENTERLINE OF
 MZ2340'COUNTY HIGHWAY 95.
 MZ2340'
 MZ2340'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 MZ2340
 MZ2340                          STATION RECOVERY (2001)
 MZ2340
 MZ2340'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2340'MARK NOT FOUND.
 MZ2340
 MZ2340                          STATION RECOVERY (2002)
 MZ2340
 MZ2340'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2340'MARK NOT FOUND.
 MZ2340
 MZ2340                          STATION RECOVERY (2004)
 MZ2340
 MZ2340'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2340'MARK NOT FOUND.
 MZ2340
 MZ2340                          STATION RECOVERY (2005)
 MZ2340
 MZ2340'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2341 ***********************************************************************
 MZ2341  DESIGNATION -  CAB
 MZ2341  PID         -  MZ2341
 MZ2341  STATE/COUNTY-  NY/SARATOGA
 MZ2341  USGS QUAD   -  TROY NORTH (1980)
 MZ2341
 MZ2341                         *CURRENT SURVEY CONTROL
 MZ2341  ___________________________________________________________________
 MZ2341* NAD 83(1996)-  42 49 44.71024(N)    073 43 05.25168(W)     ADJUSTED  
 MZ2341* NAVD 88     -        84.0    (meters)     276.     (feet)  VERTCON   
 MZ2341  ___________________________________________________________________
 MZ2341  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MZ2341  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MZ2341
 MZ2341  HORZ ORDER  -  SECOND
 MZ2341
 MZ2341.The horizontal coordinates were established by classical geodetic methods
 MZ2341.and adjusted by the National Geodetic Survey in January 1999..
 MZ2341
 MZ2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2341
 MZ2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2341
 MZ2341.The geoid height was determined by GEOID03.
 MZ2341
 MZ2341;                    North         East     Units Scale Factor Converg.
 MZ2341;SPC NY E     -   443,983.365   213,924.991   MT  0.99995026   +0 31 53.6
 MZ2341;SPC NY E     - 1,456,635.42    701,852.24   sFT  0.99995026   +0 31 53.6
 MZ2341;UTM  18      - 4,742,632.231   604,773.288   MT  0.99973505   +0 52 17.5
 MZ2341
 MZ2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2341!SPC NY E     -   0.99999173  x   0.99995026  =   0.99994199
 MZ2341!UTM  18      -   0.99999173  x   0.99973505  =   0.99972678
 MZ2341
 MZ2341:                Primary Azimuth Mark                     Grid Az
 MZ2341:SPC NY E     -  CAB 1                                    096 58 58.8
 MZ2341:UTM  18      -  CAB 1                                    096 38 34.9
 MZ2341
 MZ2341|---------------------------------------------------------------------|
 MZ2341| PID    Reference Object                     Distance      Geod. Az  |
 MZ2341|                                                           dddmmss.s |
 MZ2341| DA3179 CAB 1                                              0973052.4 |
 MZ2341| MZ2342 CAB A                                10.107 METERS 11658     |
 MZ2341|---------------------------------------------------------------------|
 MZ2341
 MZ2341                          SUPERSEDED SURVEY CONTROL
 MZ2341
 MZ2341  NAD 83(1996)-  42 49 44.71294(N)    073 43 05.25295(W) AD(       ) 2
 MZ2341  NAD 83(1996)-  42 49 44.71334(N)    073 43 05.25290(W) AD(       ) 2
 MZ2341  NAD 83(1992)-  42 49 44.71372(N)    073 43 05.25257(W) AD(       ) 2
 MZ2341  NAD 83(1992)-  42 49 44.71399(N)    073 43 05.25261(W) AD(       ) 2
 MZ2341  NAD 83(1986)-  42 49 44.71435(N)    073 43 05.25153(W) AD(       ) 2
 MZ2341  NAD 27      -  42 49 44.43682(N)    073 43 06.82714(W) AD(       ) 2
 MZ2341  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG       
 MZ2341
 MZ2341.Superseded values are not recommended for survey control.
 MZ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2341.See file dsdata.txt to determine how the superseded data were derived.
 MZ2341
 MZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0477342632(NAD 83)
 MZ2341_MARKER: DD = SURVEY DISK
 MZ2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2341+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 MZ2341
 MZ2341  HISTORY     - Date     Condition        Report By
 MZ2341  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2341  HISTORY     - 20010814 GOOD             USPSQD
 MZ2341  HISTORY     - 20020828 GOOD             USPSQD
 MZ2341  HISTORY     - 20040720 GOOD             USPSQD
 MZ2341  HISTORY     - 20050720 GOOD             USPSQD
 MZ2341
 MZ2341                          STATION DESCRIPTION
 MZ2341
 MZ2341'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2341'THE STATION IS LOCATED 0.10 MILE NORTH OF HALFMOON, 3.5 MILES
 MZ2341'NORTHWEST OF WATERFORD, AND 1.0 MILE NORTHEAST OF CRESCENT IN THE
 MZ2341'TOWNSHIP OF HALFMOON.
 MZ2341'
 MZ2341'TO REACH THE STATION FROM THE NORTH END OF THE U.S. HIGHWAY 9
 MZ2341'BRIDGE OVER THE MOHAWK RIVER, GO NORTH ON U.S. HIGHWAY 9 FOR 0.10
 MZ2341'MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 99 ON RIGHT.  TURN
 MZ2341'RIGHT AND GO EAST ON COUNTY HIGHWAY 99 FOR 0.75 MILE TO THE
 MZ2341'Y-INTERSECTION OF COUNTY HIGHWAY 94.  BEAR RIGHT AND GO EAST ON
 MZ2341'COUNTY HIGHWAY 94 FOR 0.05 MILE TO T-INTERSECTION OF COUNTY
 MZ2341'HIGHWAY 95 ON LEFT.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY
 MZ2341'95 FOR 0.10 MILE TO STATION ON LEFT AT INTERSECTION OF COUNTY
 MZ2341'HIGHWAY 95 AND COUNTY HIGHWAY 96.
 MZ2341'
 MZ2341'TO REACH AZIMUTH MARK, CAB-1 (SACGS), FROM THE STATION GO EAST
 MZ2341'ON COUNTY HIGHWAY 96 FOR 0.25 MILE TO MARK ON LEFT.
 MZ2341'
 MZ2341'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2341'SURVEY STAMPED CAB.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2341'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 MZ2341'GROUND.  IT IS LOCATED 31.4 FEET NORTHWEST OF THE RANGE LINE OF
 MZ2341'THE SOUTHEAST SIDE OF A WHITE WOOD FRAME HOUSE, 7.8 FEET
 MZ2341'SOUTHEAST OF THE RANGE LINE OF THE NORTHWEST SIDE OF THE
 MZ2341'AFOREMENTIONED HOUSE ON THE SOUTH SIDE OF COUNTY HIGHWAY 96, 26.0
 MZ2341'FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 96 AND 15.7
 MZ2341'FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY 95.  THE
 MZ2341'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2341'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2341'
 MZ2341'AZIMUTH MARK, CAB-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2341'GEODETIC SURVEY.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MZ2341'CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE GROUND.  IT IS
 MZ2341'LOCATED 12.1 FEET EAST OF THE EAST RANGE LINE OF THE HALFMOON FIRE
 MZ2341'HOUSE, 9.8 FEET SOUTH OF THE CENTER OF A CONCRETE WALL, 58.5 FEET
 MZ2341'WEST OF POLE 113, ALL ON THE NORTH SIDE OF COUNTY HIGHWAY 96,
 MZ2341'AND 36.7 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 96.
 MZ2341'
 MZ2341'HEIGHT OF LIGHT ABOVE STATION MARK 1.14 METERS.
 MZ2341
 MZ2341                          STATION RECOVERY (2001)
 MZ2341
 MZ2341'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2341'RECOVERED IN GOOD CONDITION.
 MZ2341
 MZ2341                          STATION RECOVERY (2002)
 MZ2341
 MZ2341'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2341'RECOVERED IN GOOD CONDITION.
 MZ2341
 MZ2341                          STATION RECOVERY (2004)
 MZ2341
 MZ2341'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2341'RECOVERED IN GOOD CONDITION.
 MZ2341
 MZ2341                          STATION RECOVERY (2005)
 MZ2341
 MZ2341'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2543 ***********************************************************************
 MZ2543  DESIGNATION -  CABBAGE
 MZ2543  PID         -  MZ2543
 MZ2543  STATE/COUNTY-  NY/ALBANY
 MZ2543  USGS QUAD   -  DELMAR (1980)
 MZ2543
 MZ2543                         *CURRENT SURVEY CONTROL
 MZ2543  ___________________________________________________________________
 MZ2543* NAD 83(1996)-  42 36 36.71158(N)    073 45 45.97311(W)     ADJUSTED  
 MZ2543* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2543  ___________________________________________________________________
 MZ2543  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MZ2543  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ2543
 MZ2543  HORZ ORDER  -  THIRD
 MZ2543
 MZ2543.The horizontal coordinates were established by classical geodetic methods
 MZ2543.and adjusted by the National Geodetic Survey in January 1999..
 MZ2543
 MZ2543.The orthometric height was scaled from a topographic map.
 MZ2543
 MZ2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2543
 MZ2543.The geoid height was determined by GEOID03.
 MZ2543
 MZ2543;                    North         East     Units Scale Factor Converg.
 MZ2543;SPC NY E     -   419,637.007   210,487.122   MT  0.99994500   +0 29 56.8
 MZ2543;SPC NY E     - 1,376,759.08    690,573.17   sFT  0.99994500   +0 29 56.8
 MZ2543;UTM  18      - 4,718,271.225   601,480.354   MT  0.99972670   +0 50 15.7
 MZ2543
 MZ2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2543!SPC NY E     -   1.00000449  x   0.99994500  =   0.99994949
 MZ2543!UTM  18      -   1.00000449  x   0.99972670  =   0.99973119
 MZ2543
 MZ2543|---------------------------------------------------------------------|
 MZ2543| PID    Reference Object                     Distance      Geod. Az  |
 MZ2543|                                                           dddmmss.s |
 MZ2543| MZ2546 CROSS OVER LIGHT                    389.791 METERS 00734     |
 MZ2543| MZ2431 GENERAL ANILINE CO TANK             APPROX. 2.5 KM 0265422.4 |
 MZ2543| MZ2427 RENSSELAER GEN ANILINE WKS STK      APPROX. 2.5 KM 0282058.8 |
 MZ2543| MZ2499 VAN WIES POINT LIGHT                APPROX. 2.8 KM 1714444.7 |
 MZ2543| MZ2538 BEACON ISLAND LIGHT                 APPROX. 0.8 KM 1833352.7 |
 MZ2543| MZ2539 BEACON ISLAND 3                     474.094 METERS 1840637.4 |
 MZ2543| MZ2540 PARRS DIKE                          175.373 METERS 18538     |
 MZ2543| DA3181 CABBAGE RM 2                         16.260 METERS 19622     |
 MZ2543| DA3180 CABBAGE RM 1                         16.250 METERS 28129     |
 MZ2543|---------------------------------------------------------------------|
 MZ2543
 MZ2543                          SUPERSEDED SURVEY CONTROL
 MZ2543
 MZ2543  NAD 83(1996)-  42 36 36.71396(N)    073 45 45.97436(W) AD(       ) 3
 MZ2543  NAD 83(1996)-  42 36 36.71418(N)    073 45 45.97435(W) AD(       ) 3
 MZ2543  NAD 83(1992)-  42 36 36.71441(N)    073 45 45.97404(W) AD(       ) 3
 MZ2543  NAD 83(1992)-  42 36 36.71464(N)    073 45 45.97402(W) AD(       ) 3
 MZ2543  NAD 83(1986)-  42 36 36.71491(N)    073 45 45.97334(W) AD(       ) 3
 MZ2543  NAD 27      -  42 36 36.43500(N)    073 45 47.54100(W) AD(       ) 3
 MZ2543
 MZ2543.Superseded values are not recommended for survey control.
 MZ2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2543.See file dsdata.txt to determine how the superseded data were derived.
 MZ2543
 MZ2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0148018271(NAD 83)
 MZ2543_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2543
 MZ2543  HISTORY     - Date     Condition        Report By
 MZ2543  HISTORY     - 1934     MONUMENTED       CGS
 MZ2543  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2543
 MZ2543                          STATION DESCRIPTION
 MZ2543
 MZ2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2543'ON W SIDE OF HUDSON RIVER 400 METERS S OF CROSS OVER LIGHT
 MZ2543'AND 900 METERS N OF BEACON ISLAND LIGHT, 22 METERS W OF FACE
 MZ2543'OF DIKE.
 MZ2543'
 MZ2543'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2543'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2543'
 MZ2543'STATION AND REFERENCE MARKS ARE STANDARD BRASS DISKS SET IN
 MZ2543'CONCRETE MONUMENTS.
 MZ2543
 MZ2543                          STATION RECOVERY (1935)
 MZ2543
 MZ2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2543'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT DISTANCE OF
 MZ2543'22 METERS TO FACE OF DIKE IS EVIDENTLY IN ERROR.  THE STATION
 MZ2543'IS 1.5 METERS W OF THE POINT WHERE THE STONE DIKE MEETS THE EARTH
 MZ2543'FILL.  THE EXACT DISTANCE TO THE OUTER FACE (WATER FACE) COULD
 MZ2543'NOT BE MEASURED AS THE WATER COVERS THIS PORTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2545 ***********************************************************************
 MZ2545  DESIGNATION -  CABBAGE 2 A
 MZ2545  PID         -  MZ2545
 MZ2545  STATE/COUNTY-  NY/ALBANY
 MZ2545  USGS QUAD   -  DELMAR (1980)
 MZ2545
 MZ2545                         *CURRENT SURVEY CONTROL
 MZ2545  ___________________________________________________________________
 MZ2545* NAD 83(1996)-  42 36 40.63090(N)    073 45 45.22581(W)     ADJUSTED  
 MZ2545* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2545  ___________________________________________________________________
 MZ2545  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MZ2545  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ2545
 MZ2545  HORZ ORDER  -  THIRD
 MZ2545
 MZ2545.The horizontal coordinates were established by classical geodetic methods
 MZ2545.and adjusted by the National Geodetic Survey in January 1999..
 MZ2545
 MZ2545.The orthometric height was scaled from a topographic map.
 MZ2545
 MZ2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2545
 MZ2545.The geoid height was determined by GEOID03.
 MZ2545
 MZ2545;                    North         East     Units Scale Factor Converg.
 MZ2545;SPC NY E     -   419,758.082   210,503.100   MT  0.99994502   +0 29 57.4
 MZ2545;SPC NY E     - 1,377,156.31    690,625.59   sFT  0.99994502   +0 29 57.4
 MZ2545;UTM  18      - 4,718,392.366   601,495.613   MT  0.99972674   +0 50 16.2
 MZ2545
 MZ2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2545!SPC NY E     -   1.00000449  x   0.99994502  =   0.99994951
 MZ2545!UTM  18      -   1.00000449  x   0.99972674  =   0.99973123
 MZ2545
 MZ2545                          SUPERSEDED SURVEY CONTROL
 MZ2545
 MZ2545  NAD 83(1996)-  42 36 40.63328(N)    073 45 45.22706(W) AD(       ) 3
 MZ2545  NAD 83(1996)-  42 36 40.63350(N)    073 45 45.22704(W) AD(       ) 3
 MZ2545  NAD 83(1992)-  42 36 40.63373(N)    073 45 45.22674(W) AD(       ) 3
 MZ2545  NAD 83(1992)-  42 36 40.63396(N)    073 45 45.22672(W) AD(       ) 3
 MZ2545  NAD 83(1986)-  42 36 40.63423(N)    073 45 45.22604(W) AD(       ) 3
 MZ2545  NAD 27      -  42 36 40.35200(N)    073 45 46.79400(W) AD(       ) 3
 MZ2545
 MZ2545.Superseded values are not recommended for survey control.
 MZ2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2545.See file dsdata.txt to determine how the superseded data were derived.
 MZ2545
 MZ2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0149618392(NAD 83)
 MZ2545
 MZ2545  HISTORY     - Date     Condition        Report By
 MZ2545  HISTORY     - 1934     MONUMENTED       CGS
 MZ2545  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2545
 MZ2545                          STATION DESCRIPTION
 MZ2545
 MZ2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2545'ON THE W SIDE OF THE HUDSON RIVER 1/8 MILE S OF CROSS OVER
 MZ2545'LIGHT, MARKED BY A STANDARD UNITED STATES ENGINEERS CONCRETE
 MZ2545'MONUMENT IN CREST OF OVERSLAUGH DIKE.
 MZ2545
 MZ2545                          STATION RECOVERY (1935)
 MZ2545
 MZ2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2545'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2077 ***********************************************************************
 NA2077  DESIGNATION -  CABOT
 NA2077  PID         -  NA2077
 NA2077  STATE/COUNTY-  NY/DELAWARE
 NA2077  USGS QUAD   -  LEWBEACH (1982)
 NA2077
 NA2077                         *CURRENT SURVEY CONTROL
 NA2077  ___________________________________________________________________
 NA2077* NAD 83(1996)-  42 03 12.80060(N)    074 45 41.22549(W)     ADJUSTED  
 NA2077* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 NA2077  ___________________________________________________________________
 NA2077  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 NA2077  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 NA2077
 NA2077  HORZ ORDER  -  FIRST
 NA2077
 NA2077.The horizontal coordinates were established by classical geodetic methods
 NA2077.and adjusted by the National Geodetic Survey in January 1999..
 NA2077
 NA2077.The orthometric height was scaled from a topographic map.
 NA2077
 NA2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2077
 NA2077.The geoid height was determined by GEOID03.
 NA2077
 NA2077;                    North         East     Units Scale Factor Converg.
 NA2077;SPC NY E     -   357,581.163   128,358.871   MT  0.99990576   -0 10 30.5
 NA2077;SPC NY E     - 1,173,164.20    421,124.06   sFT  0.99990576   -0 10 30.5
 NA2077;UTM  18      - 4,655,750.008   519,739.449   MT  0.99960479   +0 09 35.2
 NA2077
 NA2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2077!SPC NY E     -   0.99986275  x   0.99990576  =   0.99976853
 NA2077!UTM  18      -   0.99986275  x   0.99960479  =   0.99946760
 NA2077
 NA2077|---------------------------------------------------------------------|
 NA2077| PID    Reference Object                     Distance      Geod. Az  |
 NA2077|                                                           dddmmss.s |
 NA2077| CZ7595 CABOT RM 1                           19.382 METERS 10105     |
 NA2077| CZ7596 CABOT RM 2                           22.010 METERS 20706     |
 NA2077| NA2078 BROCK                               APPROX.11.2 KM 2642807.5 |
 NA2077|---------------------------------------------------------------------|
 NA2077
 NA2077                          SUPERSEDED SURVEY CONTROL
 NA2077
 NA2077  NAD 83(1986)-  42 03 12.80414(N)    074 45 41.22750(W) AD(       ) 1
 NA2077  NAD 27      -  42 03 12.48400(N)    074 45 42.66300(W) AD(       ) 1
 NA2077
 NA2077.Superseded values are not recommended for survey control.
 NA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2077.See file dsdata.txt to determine how the superseded data were derived.
 NA2077
 NA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM1973955750(NAD 83)
 NA2077_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2077_SETTING: 66 = SET IN ROCK OUTCROP
 NA2077
 NA2077  HISTORY     - Date     Condition        Report By
 NA2077  HISTORY     - 1940     MONUMENTED       CGS
 NA2077
 NA2077                          STATION DESCRIPTION
 NA2077
 NA2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2077'THE STATION IS LOCATED IN ANDES TOWNSHIP ON TOP OF A WOODED
 NA2077'MOUNTAIN LOCATED ABOUT 8-3/4 MILES SOUTHWEST OF MARGARETVILLE
 NA2077'AND 4-1/2 MILES SOUTH-SOUTHWEST OF THE TOWN OF ARENA.  THE
 NA2077'STATION IS LOCATED ABOUT 15 YARDS SOUTHWEST OF A BANK, 40 PACES
 NA2077'EAST OF THE EDGE OF A CLIFF, NEAR THE NORTHWEST CORNER OF THE
 NA2077'MOUNTAIN TOP.  (NOTE 2).
 NA2077'
 NA2077'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND THE BOULDER IN
 NA2077'WHICH IT IS SET IS ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT
 NA2077'18 INCHES ABOVE THE SURFACE OF THE GROUND.  (NOTE 12C).
 NA2077'
 NA2077'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND IS FLUSH
 NA2077'WITH THE SURFACE OF THE GROUND.  (NOTE 12C).
 NA2077'
 NA2077'TO REACH FROM THE RAILROAD DEPOT IN SHAVERTOWN GO EAST 0.15
 NA2077'MILE TO A T-ROAD LEFT OVER A BRIDGE, TURN LEFT OVER THE BRIDGE
 NA2077'AND GO 1.3 MILES STRAIGHT AHEAD (PASSING A ROAD TO THE LEFT AT
 NA2077'0.1 MILE) TO ANOTHER T-ROAD LEFT AND A COVERED BRIDGE STRAIGHT
 NA2077'AHEAD, TURN LEFT AND GO 1.4 MILES TO A T-ROAD RIGHT, CONTINUE
 NA2077'STRAIGHT AHEAD 5.5 MILES TO A ROAD JUNCTION JUST BEYOND A
 NA2077'BRIDGE, HERE TURN LEFT (ON MACADAM ROAD) AND GO 0.55 MILE TO A
 NA2077'ROAD LEFT OVER A BRIDGE, TURN LEFT OVER BRIDGE AND GO 0.25
 NA2077'MILE TO A T-ROAD LEFT, KEEP STRAIGHT AHEAD AND GO 0.7 MILE TO
 NA2077'A GATE JUST AFTER PASSING THROUGH A FARMYARD, CONTINUE
 NA2077'STRAIGHT AHEAD 1.2 MILES (PASSING THROUGH A GATE AT 0.5
 NA2077'MILE) TO CABOTS FARMHOUSE AND END OF TRUCK TRAVEL.  THIS IS
 NA2077'THE FIRST HOUSE REACHED AFTER PASSING THROUGH THE SECOND GATE.
 NA2077'FROM THE CABOT BARN GO WEST UP HILL ABOUT 100 YARDS TO AN OLD
 NA2077'WAGON ROAD, HERE TURN LEFT AND FOLLOW THIS OLD ROAD TO THE
 NA2077'TOP OF THE RIDGE, HERE TURN RIGHT AND FOLLOW BLAZES AND DIM
 NA2077'TRAIL UP RIDGE TO TOP OF HILL AND STATION.  ABOUT A
 NA2077'45-MINUTE PACK FROM THE CABOT FARMHOUSE.
 NA2077'
 NA2077'THE PROPERTY ON WHICH THE STATION IS LOCATED IS OWNED BY THE
 NA2077'STATE OF NEW YORK.
 NA2077'
 NA2077'ROCK CAIRNS WERE BUILT OVER THE STATION AND REFERENCE MARKS.
 NA2077'
 NA2077'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2338 ***********************************************************************
 MZ2338  DESIGNATION -  CAC
 MZ2338  PID         -  MZ2338
 MZ2338  STATE/COUNTY-  NY/SARATOGA
 MZ2338  USGS QUAD   -  TROY NORTH (1980)
 MZ2338
 MZ2338                         *CURRENT SURVEY CONTROL
 MZ2338  ___________________________________________________________________
 MZ2338* NAD 83(1996)-  42 49 33.38011(N)    073 41 59.06294(W)     ADJUSTED  
 MZ2338* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 MZ2338  ___________________________________________________________________
 MZ2338  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 MZ2338  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MZ2338
 MZ2338  HORZ ORDER  -  SECOND
 MZ2338
 MZ2338.The horizontal coordinates were established by classical geodetic methods
 MZ2338.and adjusted by the National Geodetic Survey in January 1999..
 MZ2338
 MZ2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2338
 MZ2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2338
 MZ2338.The geoid height was determined by GEOID03.
 MZ2338
 MZ2338;                    North         East     Units Scale Factor Converg.
 MZ2338;SPC NY E     -   443,647.881   215,431.513   MT  0.99995265   +0 32 38.5
 MZ2338;SPC NY E     - 1,455,534.76    706,794.89   sFT  0.99995265   +0 32 38.5
 MZ2338;UTM  18      - 4,742,305.761   606,281.450   MT  0.99973897   +0 53 02.3
 MZ2338
 MZ2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2338!SPC NY E     -   0.99999107  x   0.99995265  =   0.99994372
 MZ2338!UTM  18      -   0.99999107  x   0.99973897  =   0.99973004
 MZ2338
 MZ2338:                Primary Azimuth Mark                     Grid Az
 MZ2338:SPC NY E     -  TROY TV STATION WAST MAST                126 45 08.2
 MZ2338:UTM  18      -  TROY TV STATION WAST MAST                126 24 44.4
 MZ2338
 MZ2338|---------------------------------------------------------------------|
 MZ2338| PID    Reference Object                     Distance      Geod. Az  |
 MZ2338|                                                           dddmmss.s |
 MZ2338| MZ2329 TROY TV STATION WAST MAST           APPROX. 7.4 KM 1271746.7 |
 MZ2338| MZ2337 CAC A                                23.705 METERS 23058     |
 MZ2338| AI8424 DUDEK RM 3                                         3263906.7 |
 MZ2338|---------------------------------------------------------------------|
 MZ2338
 MZ2338                          SUPERSEDED SURVEY CONTROL
 MZ2338
 MZ2338  NAD 83(1996)-  42 49 33.38277(N)    073 41 59.06422(W) AD(       ) 2
 MZ2338  NAD 83(1996)-  42 49 33.38318(N)    073 41 59.06416(W) AD(       ) 2
 MZ2338  NAD 83(1992)-  42 49 33.38356(N)    073 41 59.06384(W) AD(       ) 2
 MZ2338  NAD 83(1992)-  42 49 33.38383(N)    073 41 59.06387(W) AD(       ) 2
 MZ2338  NAD 83(1986)-  42 49 33.38414(N)    073 41 59.06291(W) AD(       ) 2
 MZ2338  NAD 27      -  42 49 33.10646(N)    073 42 00.64066(W) AD(       ) 2
 MZ2338  NGVD 29 (07/19/86)   88.4    (m)          290.     (f) VERT ANG       
 MZ2338
 MZ2338.Superseded values are not recommended for survey control.
 MZ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2338.See file dsdata.txt to determine how the superseded data were derived.
 MZ2338
 MZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0628142306(NAD 83)
 MZ2338_MARKER: DD = SURVEY DISK
 MZ2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2338
 MZ2338  HISTORY     - Date     Condition        Report By
 MZ2338  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2338  HISTORY     - 20010820 MARK NOT FOUND   USPSQD
 MZ2338  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2338  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2338  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2338
 MZ2338                          STATION DESCRIPTION
 MZ2338
 MZ2338'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2338'THE STATION IS LOCATED 1.0 MILE EAST OF HALFMOON, 3.0 MILES NORTH OF
 MZ2338'WATERFORD, AND 2.0 MILES EAST OF CRESCENT IN THE TOWNSHIP OF
 MZ2338'HALFMOON.
 MZ2338'
 MZ2338'TO REACH THE STATION FROM THE NORTH END OF THE U.S. HIGHWAY 9
 MZ2338'BRIDGE OVER THE MOHAWK RIVER, GO NORTH ON U.S. HIGHWAY 9 FOR 0.10
 MZ2338'MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 99 ON RIGHT.  TURN
 MZ2338'RIGHT AND GO EAST ON COUNTY HIGHWAY 99 FOR 0.75 MILE TO THE
 MZ2338'Y-INTERSECTION OF COUNTY HIGHWAY 94.  BEAR RIGHT AND GO EAST ON
 MZ2338'COUNTY HIGHWAY 94 FOR 0.30 MILE TO THE INTERSECTION OF COUNTY
 MZ2338'HIGHWAY 96 AND BROOKWOOD ROAD.  CONTINUE EAST AND NORTHEAST
 MZ2338'ON BROOKWOOD ROAD FOR 0.70 MILE TO THE INTERSECTION OF BUTTON
 MZ2338'ROAD.  TURN RIGHT AND GO SOUTH ON BUTTON ROAD FOR 0.45 MILE
 MZ2338'TO STATION ON RIGHT.
 MZ2338'
 MZ2338'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2338'SURVEY STAMPED CAC.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2338'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2338'THE GROUND.  IT IS LOCATED 26.7 FEET SOUTH OF THE NORTH RANGE LINE
 MZ2338'OF A GRAY AND WHITE STONE HOUSE, 64.8 FEET NORTH OF THE SOUTH
 MZ2338'RANGE LINE OF THE AFOREMENTIONED HOUSE, 65.9 FEET SOUTHWEST OF
 MZ2338'POLE (UNMARKED) BOTH ON THE EAST SIDE OF BUTTON ROAD, 14.1 FEET
 MZ2338'SOUTHEAST OF POLE NM 21 ON THE WEST SIDE OF BUTTON ROAD AND 17.1
 MZ2338'FEET WEST OF THE CENTERLINE OF BUTTON ROAD.  THE
 MZ2338'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2338'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2338'
 MZ2338'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 MZ2338
 MZ2338                          STATION RECOVERY (2001)
 MZ2338
 MZ2338'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2338'WITNESS POST IN PLACE AND LAWN RAISED 2 FEET ABOVE ROAD
 MZ2338
 MZ2338                          STATION RECOVERY (2002)
 MZ2338
 MZ2338'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2338'MARK NOT FOUND.
 MZ2338
 MZ2338                          STATION RECOVERY (2004)
 MZ2338
 MZ2338'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2338'MARK NOT FOUND.
 MZ2338
 MZ2338                          STATION RECOVERY (2005)
 MZ2338
 MZ2338'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2328 ***********************************************************************
 MZ2328  DESIGNATION -  CAD
 MZ2328  PID         -  MZ2328
 MZ2328  STATE/COUNTY-  NY/SARATOGA
 MZ2328  USGS QUAD   -  TROY NORTH (1980)
 MZ2328
 MZ2328                         *CURRENT SURVEY CONTROL
 MZ2328  ___________________________________________________________________
 MZ2328* NAD 83(1996)-  42 49 57.87169(N)    073 41 17.67746(W)     ADJUSTED  
 MZ2328* NAVD 88     -        76.2    (meters)     250.     (feet)  VERTCON   
 MZ2328  ___________________________________________________________________
 MZ2328  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MZ2328  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 MZ2328
 MZ2328  HORZ ORDER  -  SECOND
 MZ2328
 MZ2328.The horizontal coordinates were established by classical geodetic methods
 MZ2328.and adjusted by the National Geodetic Survey in January 1999..
 MZ2328
 MZ2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2328
 MZ2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2328
 MZ2328.The geoid height was determined by GEOID03.
 MZ2328
 MZ2328;                    North         East     Units Scale Factor Converg.
 MZ2328;SPC NY E     -   444,412.565   216,364.181   MT  0.99995417   +0 33 06.8
 MZ2328;SPC NY E     - 1,458,043.56    709,854.82   sFT  0.99995417   +0 33 06.8
 MZ2328;UTM  18      - 4,743,075.802   607,209.367   MT  0.99974140   +0 53 30.8
 MZ2328
 MZ2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2328!SPC NY E     -   0.99999295  x   0.99995417  =   0.99994712
 MZ2328!UTM  18      -   0.99999295  x   0.99974140  =   0.99973435
 MZ2328
 MZ2328:                Primary Azimuth Mark                     Grid Az
 MZ2328:SPC NY E     -  TROY TV STATION WAST MAST                136 09 31.3
 MZ2328:UTM  18      -  TROY TV STATION WAST MAST                135 49 07.3
 MZ2328
 MZ2328|---------------------------------------------------------------------|
 MZ2328| PID    Reference Object                     Distance      Geod. Az  |
 MZ2328|                                                           dddmmss.s |
 MZ2328| MZ2329 TROY TV STATION WAST MAST           APPROX. 7.2 KM 1364238.1 |
 MZ2328| MZ2325 CAD A                                 9.718 METERS 15637     |
 MZ2328| DA3182 CAD 1                                              2955016.2 |
 MZ2328|---------------------------------------------------------------------|
 MZ2328
 MZ2328                          SUPERSEDED SURVEY CONTROL
 MZ2328
 MZ2328  NAD 83(1996)-  42 49 57.87433(N)    073 41 17.67872(W) AD(       ) 2
 MZ2328  NAD 83(1996)-  42 49 57.87475(N)    073 41 17.67867(W) AD(       ) 2
 MZ2328  NAD 83(1992)-  42 49 57.87512(N)    073 41 17.67834(W) AD(       ) 2
 MZ2328  NAD 83(1992)-  42 49 57.87540(N)    073 41 17.67838(W) AD(       ) 2
 MZ2328  NAD 83(1986)-  42 49 57.87577(N)    073 41 17.67732(W) AD(       ) 2
 MZ2328  NAD 27      -  42 49 57.59810(N)    073 41 19.25653(W) AD(       ) 2
 MZ2328  NGVD 29 (07/19/86)   76.4    (m)          251.     (f) VERT ANG       
 MZ2328
 MZ2328.Superseded values are not recommended for survey control.
 MZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2328.See file dsdata.txt to determine how the superseded data were derived.
 MZ2328
 MZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0720943076(NAD 83)
 MZ2328_MARKER: DD = SURVEY DISK
 MZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2328
 MZ2328  HISTORY     - Date     Condition        Report By
 MZ2328  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2328  HISTORY     - 19960622 GOOD             USPSQD
 MZ2328  HISTORY     - 20010820 MARK NOT FOUND   USPSQD
 MZ2328  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2328  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2328  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2328
 MZ2328                          STATION DESCRIPTION
 MZ2328
 MZ2328'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2328'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF HALFMOON, 2.5 MILES
 MZ2328'NORTHEAST OF CRESCENT, AND 3.5 MILES NORTH OF WATERFORD IN THE
 MZ2328'TOWNSHIP OF HALFMOON.
 MZ2328'
 MZ2328'TO REACH THE STATION FROM THE NORTH END OF THE U.S. HIGHWAY 9
 MZ2328'BRIDGE OVER THE MOHAWK RIVER, GO NORTH ON U.S. HIGHWAY 9 FOR 0.10
 MZ2328'MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 99 ON RIGHT.  TURN
 MZ2328'RIGHT AND GO EAST ON COUNTY HIGHWAY 99 FOR 0.75 MILE TO THE
 MZ2328'Y-INTERSECTION OF COUNTY HIGHWAY 94.  BEAR RIGHT AND GO EAST ON
 MZ2328'COUNTY HIGHWAY 94 FOR 0.30 MILE TO THE INTERSECTION OF COUNTY
 MZ2328'HIGHWAY 96 AND BROOKWOOD ROAD.  CONTINUE EAST AND NORTHEAST ON
 MZ2328'BROOKWOOD ROAD FOR 1.10 MILES TO AZIMUTH MARK, CAD-1 (SACGS),
 MZ2328'ON LEFT.  CONTINUE SOUTHEAST ON BROOKWOOD ROAD FOR 0.35 MILE TO
 MZ2328'STATION ON LEFT.
 MZ2328'
 MZ2328'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2328'SURVEY STAMPED CAD.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2328'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 MZ2328'GROUND.  IT IS LOCATED 174.0 FEET NORTHEAST OF A CURVE ROAD SIGN,
 MZ2328'168.2 FEET NORTHWEST OF A 32-INCH ASH TREE, BOTH ON THE SOUTH
 MZ2328'SIDE OF BROOKWOOD ROAD, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE,
 MZ2328'AND 11.5 FEET NORTH OF THE CENTERLINE OF BROOKWOOD ROAD.
 MZ2328'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 MZ2328'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2328'
 MZ2328'AZIMUTH MARK, CAD-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2328'COUNTY GEODETIC SURVEY STAMPED CAD-1.  IT IS SET IN THE TOP OF A
 MZ2328'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 MZ2328'GROUND.  IT IS LOCATED 23.2 FEET EAST OF THE EAST RANGE LINE OF A
 MZ2328'YELLOW CONCRETE BLOCK BUILDING, 56.0 FEET SOUTHWEST OF A 26-INCH
 MZ2328'ASH TREE, 4.8 FEET NORTHWEST OF POLE 64/817/10 ALL ON THE
 MZ2328'NORTH SIDE OF BROOKWOOD ROAD AND 22.8 FEET NORTH OF THE
 MZ2328'CENTERLINE OF BROOKWOOD ROAD.
 MZ2328'
 MZ2328'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 MZ2328
 MZ2328                          STATION RECOVERY (1996)
 MZ2328
 MZ2328'RECOVERY NOTE BY US POWER SQUADRON 1996
 MZ2328'RECOVERED IN GOOD CONDITION.
 MZ2328
 MZ2328                          STATION RECOVERY (2001)
 MZ2328
 MZ2328'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2328'MARK NOT FOUND.
 MZ2328
 MZ2328                          STATION RECOVERY (2002)
 MZ2328
 MZ2328'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2328'MARK NOT FOUND.
 MZ2328
 MZ2328                          STATION RECOVERY (2004)
 MZ2328
 MZ2328'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2328'MARK NOT FOUND.
 MZ2328
 MZ2328                          STATION RECOVERY (2005)
 MZ2328
 MZ2328'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0985 ***********************************************************************
 LY0985  DESIGNATION -  CADOSIA
 LY0985  PID         -  LY0985
 LY0985  STATE/COUNTY-  NY/DELAWARE
 LY0985  USGS QUAD   -  HANCOCK (1992)
 LY0985
 LY0985                         *CURRENT SURVEY CONTROL
 LY0985  ___________________________________________________________________
 LY0985* NAD 83(1986)-  41 57 11.     (N)    075 16 45.     (W)     SCALED    
 LY0985* NAVD 88     -       278.935  (meters)     915.14   (feet)  ADJUSTED  
 LY0985  ___________________________________________________________________
 LY0985  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LY0985  DYNAMIC HT  -         278.840 (meters)     914.83  (feet)  COMP
 LY0985  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LY0985
 LY0985  VERT ORDER  -  FIRST     CLASS II
 LY0985
 LY0985.The horizontal coordinates were scaled from a topographic map and have
 LY0985.an estimated accuracy of +/- 6 seconds.
 LY0985
 LY0985.The orthometric height was determined by differential leveling
 LY0985.and adjusted by the National Geodetic Survey in June 1991..
 LY0985
 LY0985.The geoid height was determined by GEOID03.
 LY0985
 LY0985.The dynamic height is computed by dividing the NAVD 88
 LY0985.geopotential number by the normal gravity value computed on the
 LY0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0985.degrees latitude (g = 980.6199 gals.).
 LY0985
 LY0985.The modeled gravity was interpolated from observed gravity values.
 LY0985
 LY0985;                    North         East    Units  Estimated Accuracy
 LY0985;SPC NY E     -   346,680.       85,400.      MT  (+/- 180 meters Scaled)
 LY0985
 LY0985                          SUPERSEDED SURVEY CONTROL
 LY0985
 LY0985  NGVD 29 (??/??/92)  279.086  (m)          915.63   (f) ADJ UNCH    1 2
 LY0985
 LY0985.Superseded values are not recommended for survey control.
 LY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0985.See file dsdata.txt to determine how the superseded data were derived.
 LY0985
 LY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM768446(NAD 83)
 LY0985_MARKER: DB = BENCH MARK DISK
 LY0985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0985_SP_SET: BRIDGE SEAT
 LY0985_STAMPING: CADOSIA 1934
 LY0985_MARK LOGO: CGS   
 LY0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0985+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 LY0985
 LY0985  HISTORY     - Date     Condition        Report By
 LY0985  HISTORY     - 1934     MONUMENTED       CGS
 LY0985  HISTORY     - 1941     GOOD             NGS
 LY0985  HISTORY     - 1982     GOOD             NGS
 LY0985  HISTORY     - 20041108 GOOD             USGS
 LY0985  HISTORY     - 20060802 GOOD             USGS
 LY0985
 LY0985                          STATION DESCRIPTION
 LY0985
 LY0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0985'0.3 MI SE FROM HANCOCK.
 LY0985'0.3 MILE SOUTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0985'HANCOCK, DELAWARE COUNTY, AT BRIDGE 162.68, IN THE SOUTHWEST
 LY0985'END OF THE NORTHWEST BRIDGE SEAT, 5 YARDS SOUTHWEST OF THE
 LY0985'SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE BASE OF THE
 LY0985'RAIL.  A STANDARD DISK, STAMPED CADOSIA 1934.
 LY0985
 LY0985                          STATION RECOVERY (1941)
 LY0985
 LY0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0985'RECOVERED IN GOOD CONDITION.
 LY0985
 LY0985                          STATION RECOVERY (1982)
 LY0985
 LY0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0985'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN HANCOCK, IN
 LY0985'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE RAILROAD
 LY0985'BRIDGE OVER THE EAST BRANCH OF THE DELAWARE RIVER, 4.45 METERS (14.6
 LY0985'FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 LY0985'THE MARK IS 0.91 M BELOW TRACKS.
 LY0985
 LY0985                          STATION RECOVERY (2004)
 LY0985
 LY0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (RL)
 LY0985'RECOVERED IN GOOD CONDITION.
 LY0985
 LY0985                          STATION RECOVERY (2006)
 LY0985
 LY0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (GDF)
 LY0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3852 ***********************************************************************
 AB3852  CBN         -  This is a Cooperative Base Network Control Station.
 AB3852  DESIGNATION -  CADYVILLE
 AB3852  PID         -  AB3852
 AB3852  STATE/COUNTY-  NY/CLINTON
 AB3852  USGS QUAD   -  MORRISONVILLE (1966)
 AB3852
 AB3852                         *CURRENT SURVEY CONTROL
 AB3852  ___________________________________________________________________
 AB3852* NAD 83(1996)-  44 42 19.68750(N)    073 37 14.57722(W)     ADJUSTED  
 AB3852* NAVD 88     -       219.3    (meters)     719.     (feet)  GPS OBS   
 AB3852  ___________________________________________________________________
 AB3852  X           -   1,280,484.142 (meters)                     COMP
 AB3852  Y           -  -4,356,526.753 (meters)                     COMP
 AB3852  Z           -   4,464,278.867 (meters)                     COMP
 AB3852  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 AB3852  ELLIP HEIGHT-         190.64  (meters)          (12/03/02) GPS OBS
 AB3852  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AB3852
 AB3852  HORZ ORDER  -  B
 AB3852  ELLP ORDER  -  THIRD     CLASS I
 AB3852
 AB3852.The horizontal coordinates were established by GPS observations
 AB3852.and adjusted by the National Geodetic Survey in July 1997..
 AB3852
 AB3852.The orthometric height was determined by GPS observations and a
 AB3852.high-resolution geoid model.
 AB3852
 AB3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3852
 AB3852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3852
 AB3852.The ellipsoidal height was determined by GPS observations
 AB3852.and is referenced to NAD 83.
 AB3852
 AB3852.The geoid height was determined by GEOID03.
 AB3852
 AB3852;                    North         East     Units Scale Factor Converg.
 AB3852;SPC NY E     -   652,522.667   219,676.100   MT  0.99995968   +0 37 06.8
 AB3852;SPC NY E     - 2,140,818.12    720,720.67   sFT  0.99995968   +0 37 06.8
 AB3852;UTM  18      - 4,951,157.817   609,264.308   MT  0.99974681   +0 58 13.3
 AB3852
 AB3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3852!SPC NY E     -   0.99997011  x   0.99995968  =   0.99992979
 AB3852!UTM  18      -   0.99997011  x   0.99974681  =   0.99971693
 AB3852
 AB3852                          SUPERSEDED SURVEY CONTROL
 AB3852
 AB3852  ELLIP H (07/24/97)  190.65   (m)                       GP(       ) 1 1
 AB3852  NAD 83(1992)-  44 42 19.68578(N)    073 37 14.57651(W) AD(       ) B
 AB3852  NAD 83(1992)-  44 42 19.68574(N)    073 37 14.57659(W) AD(       ) B
 AB3852  ELLIP H (06/10/96)  190.64   (m)                       GP(       ) 1 1
 AB3852
 AB3852.Superseded values are not recommended for survey control.
 AB3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3852.See file dsdata.txt to determine how the superseded data were derived.
 AB3852
 AB3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0926451158(NAD 83)
 AB3852_MARKER: DD = SURVEY DISK
 AB3852_SETTING: 66 = SET IN ROCK OUTCROP
 AB3852_STAMPING: CADYVILLE CBN 1995
 AB3852_MARK LOGO: NYDT  
 AB3852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3852+STABILITY: POSITION/ELEVATION WELL
 AB3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3852+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3852
 AB3852  HISTORY     - Date     Condition        Report By
 AB3852  HISTORY     - 1995     MONUMENTED       NYDT
 AB3852
 AB3852                          STATION DESCRIPTION
 AB3852
 AB3852'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3852'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST OF PLATTSBURGH AT
 AB3852'THE JUNCTION OF STATE HIGHWAYS 3 AND 374.  OWNERSHIP--HIGHWAY
 AB3852'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE EXIT 38 OF THE ADIRONDACK
 AB3852'NORTHWAY (I-87) IN PLATTSBURGH, GO WEST ON HIGHWAY 374 FOR 6.0 KM (3.7
 AB3852'MI) TO THE JUNCTION OF HIGHWAY 190.  CONTINUE WEST ON HIGHWAY 374 FOR
 AB3852'6.9 KM (4.3 MI) TO THE JUNCTION OF HIGHWAY 3 AND THE STATION ON THE
 AB3852'LEFT, JUST PAST THE HIGHWAY 3 OVERPASS AND JUST BEFORE REFERENCE
 AB3852'MARKER 374/7101/1331.  THE STATION IS A SURVEY DISK SET IN A DRILL
 AB3852'HOLE IN ROCK OUTCROP.  IT IS 19.6 M (64.3 FT) SOUTH FROM THE CENTER OF
 AB3852'HIGHWAY 374, 12.4 M (40.7 FT) WEST FROM THE WEST END OF A 18 INCH
 AB3852'CULVERT PIPE, 42.5 M (139.4 FT) SOUTHEAST FROM THE REFERENCE MARKER,
 AB3852'AND 2.5 M (8.2 FT) SOUTH FROM THE NORTH EDGE OF THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2137 ***********************************************************************
 PG2137  DESIGNATION -  CADYVILLE ST JAMES CATH CH
 PG2137  PID         -  PG2137
 PG2137  STATE/COUNTY-  NY/CLINTON
 PG2137  USGS QUAD   -  DANNEMORA (1966)
 PG2137
 PG2137                         *CURRENT SURVEY CONTROL
 PG2137  ___________________________________________________________________
 PG2137* NAD 83(1996)-  44 41 55.30837(N)    073 38 07.51965(W)     ADJUSTED  
 PG2137* NAVD 88     -                                                        
 PG2137  ___________________________________________________________________
 PG2137  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 PG2137  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 PG2137
 PG2137  HORZ ORDER  -  THIRD
 PG2137
 PG2137.The horizontal coordinates were established by classical geodetic methods
 PG2137.and adjusted by the National Geodetic Survey in January 1999..
 PG2137
 PG2137
 PG2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2137
 PG2137.The geoid height was determined by GEOID03.
 PG2137
 PG2137;                    North         East     Units Scale Factor Converg.
 PG2137;SPC NY E     -   651,757.722   218,518.738   MT  0.99995771   +0 36 29.3
 PG2137;SPC NY E     - 2,138,308.46    716,923.56   sFT  0.99995771   +0 36 29.3
 PG2137;UTM  18      - 4,950,385.945   608,111.910   MT  0.99974373   +0 57 35.7
 PG2137
 PG2137                          SUPERSEDED SURVEY CONTROL
 PG2137
 PG2137  NAD 83(1996)-  44 41 55.30999(N)    073 38 07.51952(W) AD(       ) 4
 PG2137  NAD 83(1992)-  44 41 55.30962(N)    073 38 07.51991(W) AD(       ) 4
 PG2137  NAD 83(1986)-  44 41 55.31473(N)    073 38 07.52096(W) AD(       ) 4
 PG2137  NAD 27      -  44 41 55.16600(N)    073 38 09.02000(W) AD(       ) 3
 PG2137
 PG2137.Superseded values are not recommended for survey control.
 PG2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2137.See file dsdata.txt to determine how the superseded data were derived.
 PG2137
 PG2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0811250386(NAD 83)
 PG2137
 PG2137  HISTORY     - Date     Condition        Report By
 PG2137  HISTORY     - 1942     MONUMENTED       CGS
 PG2137  HISTORY     - 1967     SEE DESCRIPTION  LDA
 PG2137
 PG2137                          STATION DESCRIPTION
 PG2137
 PG2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2137'THIS INTERSECTION STATION IS LOCATED ABOUT 0.7 MILE W OF THE
 PG2137'CADYVILLE DEPOT, 100 YARDS S OF THE RAILROAD TRACKS AND AT THE
 PG2137'E END OF A LARGE, GRAY, STONE CHURCH.  IT IS AN
 PG2137'ALUMINUM-COLORED BELFRY SURMOUNTED BY A DECORATIVE IRON CROSS
 PG2137'WHICH IS ABOUT 120 FEET HIGH.
 PG2137'
 PG2137'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 PG2137'CROSS.
 PG2137
 PG2137                          STATION RECOVERY (1967)
 PG2137
 PG2137'RECOVERY NOTE BY L DICKERSON ASSOC 1967
 PG2137'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2334 ***********************************************************************
 MZ2334  DESIGNATION -  CAE
 MZ2334  PID         -  MZ2334
 MZ2334  STATE/COUNTY-  NY/SARATOGA
 MZ2334  USGS QUAD   -  TROY NORTH (1980)
 MZ2334
 MZ2334                         *CURRENT SURVEY CONTROL
 MZ2334  ___________________________________________________________________
 MZ2334* NAD 83(1996)-  42 51 07.47881(N)    073 42 15.78929(W)     ADJUSTED  
 MZ2334* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 MZ2334  ___________________________________________________________________
 MZ2334  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 MZ2334  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ2334
 MZ2334  HORZ ORDER  -  SECOND
 MZ2334
 MZ2334.The horizontal coordinates were established by classical geodetic methods
 MZ2334.and adjusted by the National Geodetic Survey in January 1999..
 MZ2334
 MZ2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2334
 MZ2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2334
 MZ2334.The geoid height was determined by GEOID03.
 MZ2334
 MZ2334;                    North         East     Units Scale Factor Converg.
 MZ2334;SPC NY E     -   446,547.734   215,024.209   MT  0.99995200   +0 32 28.0
 MZ2334;SPC NY E     - 1,465,048.69    705,458.59   sFT  0.99995200   +0 32 28.0
 MZ2334;UTM  18      - 4,745,202.526   605,857.034   MT  0.99973786   +0 52 52.5
 MZ2334
 MZ2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2334!SPC NY E     -   0.99998899  x   0.99995200  =   0.99994100
 MZ2334!UTM  18      -   0.99998899  x   0.99973786  =   0.99972686
 MZ2334
 MZ2334:                Primary Azimuth Mark                     Grid Az
 MZ2334:SPC NY E     -  SARATOGA SPRINGS USAF W DOME             005 04 14.0
 MZ2334:UTM  18      -  SARATOGA SPRINGS USAF W DOME             004 43 49.5
 MZ2334
 MZ2334|---------------------------------------------------------------------|
 MZ2334| PID    Reference Object                     Distance      Geod. Az  |
 MZ2334|                                                           dddmmss.s |
 MZ2334| OD1545 SARATOGA SPRINGS USAF W DOME        APPROX.17.8 KM 0053642.0 |
 MZ2334| MZ2335 CAE A                                12.608 METERS 12110     |
 MZ2334| MZ2329 TROY TV STATION WAST MAST           APPROX. 9.6 KM 1394443.5 |
 MZ2334|---------------------------------------------------------------------|
 MZ2334
 MZ2334                          SUPERSEDED SURVEY CONTROL
 MZ2334
 MZ2334  NAD 83(1996)-  42 51 07.48149(N)    073 42 15.79045(W) AD(       ) 2
 MZ2334  NAD 83(1996)-  42 51 07.48190(N)    073 42 15.79044(W) AD(       ) 2
 MZ2334  NAD 83(1992)-  42 51 07.48227(N)    073 42 15.79010(W) AD(       ) 2
 MZ2334  NAD 83(1992)-  42 51 07.48254(N)    073 42 15.79016(W) AD(       ) 2
 MZ2334  NAD 83(1986)-  42 51 07.48292(N)    073 42 15.78916(W) AD(       ) 2
 MZ2334  NAD 27      -  42 51 07.20594(N)    073 42 17.36614(W) AD(       ) 2
 MZ2334  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 MZ2334
 MZ2334.Superseded values are not recommended for survey control.
 MZ2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2334.See file dsdata.txt to determine how the superseded data were derived.
 MZ2334
 MZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0585745203(NAD 83)
 MZ2334_MARKER: DD = SURVEY DISK
 MZ2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2334+STABILITY: SURFACE MOTION
 MZ2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2334+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 MZ2334
 MZ2334  HISTORY     - Date     Condition        Report By
 MZ2334  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2334  HISTORY     - 20010820 POOR             USPSQD
 MZ2334  HISTORY     - 20020828 POOR             USPSQD
 MZ2334  HISTORY     - 20040720 GOOD             USPSQD
 MZ2334  HISTORY     - 20050720 GOOD             USPSQD
 MZ2334
 MZ2334                          STATION DESCRIPTION
 MZ2334
 MZ2334'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2334'THE STATION IS LOCATED 2.0 MILES NORTHEAST OF HALFMOON, 2.5 MILES
 MZ2334'NORTHEAST OF CRESCENT, AND 5.0 MILES NORTHWEST OF WATERFORD IN THE
 MZ2334'TOWNSHIP OF HALFMOON.
 MZ2334'
 MZ2334'TO REACH THE STATION FROM THE NORTH END OF THE U.S. HIGHWAY 9
 MZ2334'BRIDGE OVER THE MOHAWK RIVER, GO NORTH ON U.S. HIGHWAY 9 FOR 0.10
 MZ2334'MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 99 ON RIGHT.  TURN
 MZ2334'RIGHT AND GO EAST ON COUNTY HIGHWAY 99 FOR 0.75 MILE TO THE
 MZ2334'Y-INTERSECTION OF COUNTY HIGHWAY 94.  BEAR RIGHT AND GO EAST ON
 MZ2334'COUNTY HIGHWAY 94 FOR 0.30 MILE TO THE INTERSECTION OF COUNTY
 MZ2334'HIGHWAY 96 AND BROOKWOOD ROAD.  CONTINUE EAST AND NORTHEAST ON
 MZ2334'BROOKWOOD ROAD FOR 0.70 MILE TO THE INTERSECTION OF BUTTON
 MZ2334'ROAD.  TURN LEFT AND GO NORTH ON BUTTON ROAD FOR 1.45 MILES
 MZ2334'TO STATION ON LEFT.
 MZ2334'
 MZ2334'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2334'SURVEY STAMPED CAE.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2334'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2334'GROUND.  IT IS LOCATED 37.3 FEET SOUTHWEST OF THE MOST WESTERLY
 MZ2334'OF THE NORTHERLY DOUBLE CEDAR POSTS, 36.8 FEET NORTHWEST OF THE
 MZ2334'MOST WESTERLY OF THE SOUTHERLY DOUBLE CEDAR POSTS ON THE EAST
 MZ2334'SIDE OF BUTTON ROAD, 112.4 FEET NORTHEAST OF A POWER POLE
 MZ2334'(UNMARKED) ON THE WEST SIDE OF BUTTON ROAD, AND 18.9 FEET WEST OF
 MZ2334'THE CENTERLINE OF BUTTON ROAD.  THE UNDERGROUND MARK
 MZ2334'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 MZ2334'BELOW THE GROUND.
 MZ2334'
 MZ2334'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 MZ2334
 MZ2334                          STATION RECOVERY (2001)
 MZ2334
 MZ2334'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2334'THE 12-INCH CYLINDRICAL CONCRETE MONUMENT IS SHOWING ABOVE GROUND AND
 MZ2334'APPEARS TO BE TILTED
 MZ2334
 MZ2334                          STATION RECOVERY (2002)
 MZ2334
 MZ2334'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2334'MARK RECOVERED IN POOR CONDITION.
 MZ2334
 MZ2334                          STATION RECOVERY (2004)
 MZ2334
 MZ2334'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2334'RECOVERED IN GOOD CONDITION.
 MZ2334
 MZ2334                          STATION RECOVERY (2005)
 MZ2334
 MZ2334'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2069 ***********************************************************************
 NA2069  DESIGNATION -  CAFFEY
 NA2069  PID         -  NA2069
 NA2069  STATE/COUNTY-  NY/DELAWARE
 NA2069  USGS QUAD   -  HARPERSFIELD (1982)
 NA2069
 NA2069                         *CURRENT SURVEY CONTROL
 NA2069  ___________________________________________________________________
 NA2069* NAD 83(1996)-  42 26 44.47309(N)    074 39 47.02568(W)     ADJUSTED  
 NA2069* NAVD 88     -       635.9    (meters)    2086.     (feet)  VERTCON   
 NA2069  ___________________________________________________________________
 NA2069  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 NA2069  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 NA2069
 NA2069  HORZ ORDER  -  THIRD
 NA2069
 NA2069.The horizontal coordinates were established by classical geodetic methods
 NA2069.and adjusted by the National Geodetic Survey in January 1999..
 NA2069
 NA2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2069
 NA2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2069
 NA2069.The geoid height was determined by GEOID03.
 NA2069
 NA2069;                    North         East     Units Scale Factor Converg.
 NA2069;SPC NY E     -   401,113.823   136,586.154   MT  0.99990221   -0 06 36.2
 NA2069;SPC NY E     - 1,315,987.60    448,116.41   sFT  0.99990221   -0 06 36.2
 NA2069;UTM  18      - 4,699,317.253   527,708.798   MT  0.99960945   +0 13 38.6
 NA2069
 NA2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2069!SPC NY E     -   0.99990501  x   0.99990221  =   0.99980723
 NA2069!UTM  18      -   0.99990501  x   0.99960945  =   0.99951450
 NA2069
 NA2069:                Primary Azimuth Mark                     Grid Az
 NA2069:SPC NY E     -  CAFFEY AZ MK                             104 29 46.8
 NA2069:UTM  18      -  CAFFEY AZ MK                             104 09 32.0
 NA2069
 NA2069|---------------------------------------------------------------------|
 NA2069| PID    Reference Object                     Distance      Geod. Az  |
 NA2069|                                                           dddmmss.s |
 NA2069| CZ7597 CAFFEY AZ MK                                       1042310.6 |
 NA2069| CZ7598 CAFFEY RM 1                           4.102 METERS 17432     |
 NA2069| CZ7599 CAFFEY RM 2                           3.820 METERS 29628     |
 NA2069|---------------------------------------------------------------------|
 NA2069
 NA2069                          SUPERSEDED SURVEY CONTROL
 NA2069
 NA2069  NAD 83(1986)-  42 26 44.47708(N)    074 39 47.02679(W) AD(       ) 3
 NA2069  NAD 27      -  42 26 44.19900(N)    074 39 48.48600(W) AD(       ) 3
 NA2069  NGVD 29 (07/19/86)  636.0    (m)         2087.     (f) VERT ANG       
 NA2069
 NA2069.Superseded values are not recommended for survey control.
 NA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2069.See file dsdata.txt to determine how the superseded data were derived.
 NA2069
 NA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM2770999317(NAD 83)
 NA2069_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2069
 NA2069  HISTORY     - Date     Condition        Report By
 NA2069  HISTORY     - 1942     MONUMENTED       CGS
 NA2069  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2069
 NA2069                          STATION DESCRIPTION
 NA2069
 NA2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2069'STATION IS ABOUT 3.2 MILES, AIR LINE, NW OF THE TOWN OF
 NA2069'STAMFORD, ON PROPERTY OWNED BY D.L. CAFFEY.  IT IS 16 FEET SE
 NA2069'OF A 10-INCH MAPLE TREE, 8 FEET NW OF A GROUP OF FOUR SMALL
 NA2069'MAPLE TREES AND 15 FEET N OF THE CENTER OF THE LANE LEADING TO
 NA2069'THE PASTURE.
 NA2069'
 NA2069'REFERENCE MARK NO.1 IS S OF THE STATION IN A ROCK FENCE
 NA2069'LINE.  IT IS STAMPED CAFFEY NO.1 1942 AND PROJECTS SIX INCHES.
 NA2069'
 NA2069'REFERENCE MARK NO.2 IS W BY N OF THE STATION IN A ROCK FENCE
 NA2069'LINE.  IT IS STAMPED CAFFEY NO.2 1942.
 NA2069'
 NA2069'THE AZIMUTH MARK IS 0.2 MILE E OF THE STATION IN A ROCK FENCE
 NA2069'LINE.  IT IS 9 FEET N OF AN 8-INCH MAPLE TREE, 21 FEET SW OF A
 NA2069'10-INCH MAPLE TREE, AND 25 FEET NW OF THE CENTER OF THE GRAVEL
 NA2069'ROAD.  IT IS STAMPED CAFFEY 1942 AND PROJECTS 6 INCHES.  TO
 NA2069'REACH FROM THE STATION FOLLOW DESCRIPTION BACK TO GRAVEL ROAD,
 NA2069'TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON LEFT.
 NA2069'
 NA2069'TO REACH THE STATION FROM THE POST OFFICE IN STAMFORD, GO
 NA2069'WESTERLY ON STATE HIGHWAY 23 FOR 3.65 MILES TO A GRAVEL ROAD
 NA2069'RIGHT.  TURN SHARP RIGHT AND GO 0.9 MILE TO THE RESIDENCE OF
 NA2069'MR. CAFFEY ON THE LEFT.  TURN LEFT AND PASS TO THE RIGHT OF THE
 NA2069'BARN AND GO 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 NA2069'
 NA2069'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2069'DISKS, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2069'
 NA2069'A 4-FOOT STAND WILL SEE A 30-FOOT LIGHT AT STATION WILSON.
 NA2069'
 NA2069'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION UTSAYANTHA
 NA2069'(NYSS).
 NA2069'
 NA2069'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 NA2069
 NA2069                          STATION RECOVERY (1974)
 NA2069
 NA2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA2069'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND
 NA2069'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION
 NA2069'IS OPEN FROM NORTHEAST CLOCKWISE AROUND TO NORTHWEST.  THE
 NA2069'NORTHERN QUADRANT IS BLOCKED BY TREES.  AZIMUTH MARK IS VISIBLE
 NA2069'FROM STATION.
 NA2069'
 NA2069'STATION IS LOCATED ON LAND OWNED BY MR. M.R. HARRIS, ALONG THE
 NA2069'NORTHEAST SIDE OF A LANE, 200 YARDS NORTHWEST OF A BARN AND
 NA2069'SILO AND ABOUT 120 FEET SOUTHEAST OF POINT WHERE THE LANE MAKES
 NA2069'A LEFT JOG AND THEN CONTINUES NORTHWEST.  STATION MARK IS A
 NA2069'STANDARD DISK STAMPED CAFFEY 1942, SET IN THE TOP OF A
 NA2069'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES FROM
 NA2069'GROUND.  IT IS 100 FEET SOUTHEAST OF A FENCE CORNER OF WIRE AND
 NA2069'STONE FENCES, AND ALSO A TREE-ROW CORNER, 15 FEET NORTHEAST OF
 NA2069'CENTER LINE OF LANE, 6 FEET NORTHEAST OF A WIRE FENCE AND
 NA2069'7.4 FEET NORTHWEST OF A WITNESS SIGN NAILED ONTO A TREE.
 NA2069'
 NA2069'RM NO. 1 IS A STANDARD DISK STAMPED CAFFEY NO 1 1942, SET IN
 NA2069'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NA2069'8 INCHES FROM GROUND.  IT IS UNDER FENCE LINE ALONG NORTHEAST
 NA2069'SIDE OF LANE.
 NA2069'
 NA2069'RM NO. 2 IS A STANDARD DISK STAMPED CAFFEY NO 2 1942, SET IN
 NA2069'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NA2069'3 INCHES FROM GROUND.  IT IS UNDER THE FENCE LINE ALONG
 NA2069'NORTHEAST SIDE OF LANE.
 NA2069'
 NA2069'AZIMUTH MARK IS A STANDARD DISK STAMPED CAFFEY 1942, SET IN
 NA2069'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 14 INCHES
 NA2069'FROM GROUND.  IT IS 25 FEET NORTHWEST OF CENTER LINE OF ROAD,
 NA2069'8 FEET NORTHWEST OF WIRE FENCE AND 43.5 FEET EAST-NORTHEAST OF
 NA2069'POWER POLE NO. 5.
 NA2069'
 NA2069'TO REACH STATION FROM THE JUNCTION OF NY RTES. 10 AND 23 IN
 NA2069'STAMFORD, GO NORTHWEST ON NY RTE. 23 FOR 3.3 MILES.  TURN
 NA2069'HARD RIGHT AND GO NORTHEAST ON CAFFEY ROAD FOR 0.9 MILE TO FARM
 NA2069'BUILDINGS OF MR. HARRIS ON LEFT.  TURN LEFT THROUGH BARNYARD,
 NA2069'PAST LEFT SIDE OF BARN AND SILO AND GO NORTHWEST UP LANE ABOUT
 NA2069'200 YARDS TO STATION ON RIGHT.
 NA2069'
 NA2069'TO REACH AZIMUTH MARK FROM STATION, GO BACK DOWN LANE TO
 NA2069'CAFFEY ROAD, TURN LEFT AND GO NORTHEAST 0.1 MILE TO THE MARK
 NA2069'ON LEFT.
 NA2069'
 NA2069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2069'3 MILES NORTHWEST OF STAMFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0647 ***********************************************************************
 OG0647  DESIGNATION -  CALDWELL
 OG0647  PID         -  OG0647
 OG0647  STATE/COUNTY-  NY/ERIE
 OG0647  USGS QUAD   -  
 OG0647
 OG0647                         *CURRENT SURVEY CONTROL
 OG0647  ___________________________________________________________________
 OG0647* NAD 83(1996)-  43 01 20.27980(N)    078 53 51.34773(W)     ADJUSTED  
 OG0647* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 OG0647  ___________________________________________________________________
 OG0647  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OG0647  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OG0647
 OG0647  HORZ ORDER  -  FIRST
 OG0647
 OG0647.The horizontal coordinates were established by classical geodetic methods
 OG0647.and adjusted by the National Geodetic Survey in January 1999..
 OG0647
 OG0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0647
 OG0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0647
 OG0647.The geoid height was determined by GEOID03.
 OG0647
 OG0647;                    North         East     Units Scale Factor Converg.
 OG0647;SPC NY W     -   335,695.170   324,385.531   MT  0.99994557   -0 12 51.9
 OG0647;SPC NY W     - 1,101,359.90  1,064,254.86   sFT  0.99994557   -0 12 51.9
 OG0647;UTM  17      - 4,765,436.024   671,304.169   MT  0.99996101   +1 26 05.2
 OG0647
 OG0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0647!SPC NY W     -   0.99997762  x   0.99994557  =   0.99992319
 OG0647!UTM  17      -   0.99997762  x   0.99996101  =   0.99993863
 OG0647
 OG0647:                Primary Azimuth Mark                     Grid Az
 OG0647:SPC NY W     -  CALDWELL RM 3                            001 24 34.6
 OG0647:UTM  17      -  CALDWELL RM 3                            359 45 37.5
 OG0647
 OG0647|---------------------------------------------------------------------|
 OG0647| PID    Reference Object                     Distance      Geod. Az  |
 OG0647|                                                           dddmmss.s |
 OG0647| CZ9812 CALDWELL RM 3                                      0011142.7 |
 OG0647| CZ9810 CALDWELL RM 1                        26.010 METERS 02655     |
 OG0647| CZ9811 CALDWELL RM 2                        26.318 METERS 26104     |
 OG0647|---------------------------------------------------------------------|
 OG0647
 OG0647                          SUPERSEDED SURVEY CONTROL
 OG0647
 OG0647  NAD 83(1986)-  43 01 20.28586(N)    078 53 51.34536(W) AD(       ) 1
 OG0647  NAD 27      -  43 01 20.08134(N)    078 53 52.20908(W) AD(       ) 1
 OG0647  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 OG0647
 OG0647.Superseded values are not recommended for survey control.
 OG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0647.See file dsdata.txt to determine how the superseded data were derived.
 OG0647
 OG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7130465436(NAD 83)
 OG0647_MARKER: DS = TRIANGULATION STATION DISK
 OG0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0647
 OG0647  HISTORY     - Date     Condition        Report By
 OG0647  HISTORY     - 1972     MONUMENTED       NGS
 OG0647  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OG0647  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 OG0647
 OG0647                          STATION DESCRIPTION
 OG0647
 OG0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0647'THE STATION IS ABOUT 3 MILES EAST OF STATE HIGHWAY 324, 2 MILES
 OG0647'NORTHWEST OF TONAWANDA, ON THE MOST EASTERN POINT OF GRAND
 OG0647'ISLAND, IN THE NORTHWEST ANGLE OF THE T-JUNCTION OF EAST RIVER
 OG0647'ROAD AND WHITE HAVEN ROAD, ON THE SOUTH END OF A LAWN STRIP
 OG0647'BETWEEN A GOLF COURSE AND EAST RIVER ROAD AND ON PROPERTY
 OG0647'OWNED BY THE CALDWELL DEVELOPMENT CORPORATION.
 OG0647'
 OG0647'TO REACH THE STATION FROM THE POST OFFICE IN GRAND ISLAND, GO
 OG0647'EAST ON WHITE HAVEN ROAD FOR 3.2 MILES TO THE T-JUNCTION OF
 OG0647'EAST RIVER ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 OG0647'
 OG0647'STATION MARK, STAMPED CALDWELL 1972, IS A STANDARD DISK SET
 OG0647'IN A ROUND CONCRETE POST ABOUT 2 INCHES BELOW THE GROUND.  IT IS
 OG0647'68 FEET NORTHWEST OF CENTER OF THE JUNCTION OF WHITE HAVEN ROAD AND
 OG0647'EAST RIVER ROAD, 68 FEET WEST OF CENTER OF EAST RIVER ROAD, 43.2
 OG0647'FEET SOUTHWEST OF A FIRE HYDRANT, 41 FEET NORTH OF CENTER OF
 OG0647'WHITE HAVEN ROAD AND 17 FEET NORTH OF A METAL WITNESS POST.
 OG0647'
 OG0647'REFERENCE MARK 1, STAMPED CALDWELL NO 1 1972, IS A STANDARD
 OG0647'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 OG0647'94 FEET SOUTHWEST OF POWER POLE 2989, 55 FEET NORTH OF THE FIRE
 OG0647'HYDRANT AND 35 FEET WEST OF CENTER OF EAST RIVER ROAD.
 OG0647'
 OG0647'REFERENCE MARK 2, STAMPED CALDWELL NO 2 1972, IS A STANDARD DISK
 OG0647'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 127.5
 OG0647'FEET SOUTHWEST OF THE FIRE HYDRANT, 27.5 FEET 27.5 NORTH OF CENTER
 OG0647'OF WHITE HAVEN ROAD AND 5.5 FEET NORTH OF A METAL WITNESS POST.
 OG0647'
 OG0647'REFERENCE MARK 3, STAMPED CALDWELL NO 3 1972, IS A STANDARD
 OG0647'DISK CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 9-1/2 FOOT CONCRETE
 OG0647'SLAB CROSSING THE ENTRANCE TO WHITE HAVEN CEMETERY.  IT IS 32.5
 OG0647'FEET EAST OF CENTER OF EAST RIVER ROAD, 15 FEET NORTH OF THE
 OG0647'SOUTH 1 OF 2 CONCRETE GATE PILLARS, 7.5 FEET SOUTH OF THE NORTH
 OG0647'1 OF 2 CONCRETE GATE PILLARS AND 1 FOOT SOUTH OF THE NORTH END
 OG0647'OF THE CONCRETE SLAB CROSSING THE ENTRANCE TO THE CEMETERY.
 OG0647'
 OG0647'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON EAST
 OG0647'RIVER ROAD FOR 0.25 MILE TO THE ENTRANCE TO WHITE HAVEN CEMETERY
 OG0647'ON THE RIGHT AND THE MARK AT THE GATE AS DESCRIBED.
 OG0647'
 OG0647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OG0647
 OG0647                          STATION RECOVERY (1987)
 OG0647
 OG0647'RECOVERY NOTE BY US POWER SQUADRON 1987 (GGH)
 OG0647'MARK NOT FOUND.
 OG0647
 OG0647                          STATION RECOVERY (1994)
 OG0647
 OG0647'RECOVERY NOTE BY US POWER SQUADRON 1994
 OG0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2076 ***********************************************************************
 NB2076  DESIGNATION -  CALEDONA
 NB2076  PID         -  NB2076
 NB2076  STATE/COUNTY-  NY/LIVINGSTON
 NB2076  USGS QUAD   -  CALEDONIA (1976)
 NB2076
 NB2076                         *CURRENT SURVEY CONTROL
 NB2076  ___________________________________________________________________
 NB2076* NAD 83(1996)-  42 58 29.89865(N)    077 51 59.21572(W)     ADJUSTED  
 NB2076* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 NB2076  ___________________________________________________________________
 NB2076  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 NB2076  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NB2076
 NB2076  HORZ ORDER  -  THIRD
 NB2076
 NB2076.The horizontal coordinates were established by classical geodetic methods
 NB2076.and adjusted by the National Geodetic Survey in January 1999..
 NB2076
 NB2076.The orthometric height was scaled from a topographic map.
 NB2076
 NB2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2076
 NB2076.The geoid height was determined by GEOID03.
 NB2076
 NB2076;                    North         East     Units Scale Factor Converg.
 NB2076;SPC NY W     -   330,639.144   408,475.634   MT  0.99997955   +0 29 19.3
 NB2076;SPC NY W     - 1,084,771.92  1,340,140.48   sFT  0.99997955   +0 29 19.3
 NB2076;UTM  18      - 4,762,022.923   266,258.636   MT  1.00027218   -1 57 17.6
 NB2076
 NB2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2076!SPC NY W     -   0.99997268  x   0.99997955  =   0.99995223
 NB2076!UTM  18      -   0.99997268  x   1.00027218  =   1.00024486
 NB2076
 NB2076                          SUPERSEDED SURVEY CONTROL
 NB2076
 NB2076  NAD 83(1986)-  42 58 29.90547(N)    077 51 59.21206(W) AD(       ) 3
 NB2076  NAD 27      -  42 58 29.68454(N)    077 52 00.18416(W) AD(       ) 3
 NB2076
 NB2076.Superseded values are not recommended for survey control.
 NB2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2076.See file dsdata.txt to determine how the superseded data were derived.
 NB2076
 NB2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6625962023(NAD 83)
 NB2076_MARKER: 52 = STANDPIPE TANK
 NB2076
 NB2076  HISTORY     - Date     Condition        Report By
 NB2076  HISTORY     - 1902     FIRST OBSERVED   USGS
 NB2076
 NB2076                          STATION DESCRIPTION
 NB2076
 NB2076'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NB2076'STATION MARK, CENTER OF STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1330 ***********************************************************************
 NB1330  DESIGNATION -  CALEDONIA
 NB1330  PID         -  NB1330
 NB1330  STATE/COUNTY-  NY/LIVINGSTON
 NB1330  USGS QUAD   -  CALEDONIA (1976)
 NB1330
 NB1330                         *CURRENT SURVEY CONTROL
 NB1330  ___________________________________________________________________
 NB1330* NAD 83(1986)-  42 58 23.     (N)    077 51 11.     (W)     SCALED    
 NB1330* NAVD 88     -       202.728  (meters)     665.12   (feet)  ADJUSTED  
 NB1330  ___________________________________________________________________
 NB1330  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NB1330  DYNAMIC HT  -         202.677 (meters)     664.95  (feet)  COMP
 NB1330  MODELED GRAV-     980,363.8   (mgal)                       NAVD 88
 NB1330
 NB1330  VERT ORDER  -  SECOND    CLASS 0
 NB1330
 NB1330.The horizontal coordinates were scaled from a topographic map and have
 NB1330.an estimated accuracy of +/- 6 seconds.
 NB1330
 NB1330.The orthometric height was determined by differential leveling
 NB1330.and adjusted by the National Geodetic Survey in June 1991..
 NB1330
 NB1330.The geoid height was determined by GEOID03.
 NB1330
 NB1330.The dynamic height is computed by dividing the NAVD 88
 NB1330.geopotential number by the normal gravity value computed on the
 NB1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1330.degrees latitude (g = 980.6199 gals.).
 NB1330
 NB1330.The modeled gravity was interpolated from observed gravity values.
 NB1330
 NB1330;                    North         East    Units  Estimated Accuracy
 NB1330;SPC NY W     -   330,440.      409,570.      MT  (+/- 180 meters Scaled)
 NB1330
 NB1330                          SUPERSEDED SURVEY CONTROL
 NB1330
 NB1330  NGVD 29 (??/??/92)  202.887  (m)          665.64   (f) ADJ UNCH    2 0
 NB1330
 NB1330.Superseded values are not recommended for survey control.
 NB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1330.See file dsdata.txt to determine how the superseded data were derived.
 NB1330
 NB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN673617(NAD 83)
 NB1330_MARKER: DB = BENCH MARK DISK
 NB1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1330_SP_SET: STONE
 NB1330_STAMPING: CALEDONIA 1935
 NB1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1330+STABILITY: SURFACE MOTION
 NB1330
 NB1330  HISTORY     - Date     Condition        Report By
 NB1330  HISTORY     - 1935     MONUMENTED       CGS
 NB1330  HISTORY     - 19910714 GOOD             USPSQD
 NB1330
 NB1330                          STATION DESCRIPTION
 NB1330
 NB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB1330'AT CALEDONIA.
 NB1330'IN CALEDONIA. IN MASONIC TEMPLE. AT SOUTHWEST CORNER, IN COPING
 NB1330'STONE. 45 FEET WEST OF CENTER LINE OF STATE STREET. 1 1/2 FEET ABOVE
 NB1330'GROUND. A VERTICAL MARK.
 NB1330
 NB1330                          STATION RECOVERY (1991)
 NB1330
 NB1330'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2030 ***********************************************************************
 NB2030  DESIGNATION -  CALEDONIA MUNICIPAL WATER TANK
 NB2030  PID         -  NB2030
 NB2030  STATE/COUNTY-  NY/LIVINGSTON
 NB2030  USGS QUAD   -  CALEDONIA (1976)
 NB2030
 NB2030                         *CURRENT SURVEY CONTROL
 NB2030  ___________________________________________________________________
 NB2030* NAD 83(1996)-  42 58 30.00959(N)    077 51 59.09448(W)     ADJUSTED  
 NB2030* NAVD 88     -                                                        
 NB2030  ___________________________________________________________________
 NB2030  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 NB2030  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NB2030
 NB2030  HORZ ORDER  -  THIRD
 NB2030
 NB2030.The horizontal coordinates were established by classical geodetic methods
 NB2030.and adjusted by the National Geodetic Survey in January 1999..
 NB2030
 NB2030
 NB2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2030
 NB2030.The geoid height was determined by GEOID03.
 NB2030
 NB2030;                    North         East     Units Scale Factor Converg.
 NB2030;SPC NY W     -   330,642.591   408,478.352   MT  0.99997955   +0 29 19.4
 NB2030;SPC NY W     - 1,084,783.23  1,340,149.39   sFT  0.99997955   +0 29 19.4
 NB2030;UTM  18      - 4,762,026.252   266,261.499   MT  1.00027216   -1 57 17.5
 NB2030
 NB2030                          SUPERSEDED SURVEY CONTROL
 NB2030
 NB2030  NAD 83(1986)-  42 58 30.01670(N)    077 51 59.09180(W) AD(       ) 4
 NB2030  NAD 27      -  42 58 29.76327(N)    077 52 00.04533(W) AD(       ) 3
 NB2030
 NB2030.Superseded values are not recommended for survey control.
 NB2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2030.See file dsdata.txt to determine how the superseded data were derived.
 NB2030
 NB2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6626162026(NAD 83)
 NB2030_MARKER: 51 = TANK
 NB2030
 NB2030  HISTORY     - Date     Condition        Report By
 NB2030  HISTORY     - 1939     FIRST OBSERVED   CGS
 NB2030  HISTORY     - 1978     GOOD             NY-055
 NB2030  HISTORY     - 19910714 GOOD             USPSQD
 NB2030
 NB2030                          STATION DESCRIPTION
 NB2030
 NB2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB2030'THE FINIAL OF THE MUNICIPAL WATER TANK IN CALEDONIA, NEW YORK.
 NB2030
 NB2030                          STATION RECOVERY (1978)
 NB2030
 NB2030'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1978 (JEG)
 NB2030'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NB2030
 NB2030                          STATION RECOVERY (1991)
 NB2030
 NB2030'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1942 ***********************************************************************
 NB1942  DESIGNATION -  CALL
 NB1942  PID         -  NB1942
 NB1942  STATE/COUNTY-  NY/STEUBEN
 NB1942  USGS QUAD   -  GREENWOOD (1978)
 NB1942
 NB1942                         *CURRENT SURVEY CONTROL
 NB1942  ___________________________________________________________________
 NB1942* NAD 83(1996)-  42 12 41.86814(N)    077 39 36.50377(W)     ADJUSTED  
 NB1942* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 NB1942  ___________________________________________________________________
 NB1942  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 NB1942  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NB1942
 NB1942  HORZ ORDER  -  THIRD
 NB1942
 NB1942.The horizontal coordinates were established by classical geodetic methods
 NB1942.and adjusted by the National Geodetic Survey in January 1999..
 NB1942
 NB1942.The orthometric height was scaled from a topographic map.
 NB1942
 NB1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1942
 NB1942.The geoid height was determined by GEOID03.
 NB1942
 NB1942;                    North         East     Units Scale Factor Converg.
 NB1942;SPC NY C     -   246,160.765   161,087.008   MT  1.00003474   -0 43 24.7
 NB1942;SPC NY C     -   807,612.44    528,499.63   sFT  1.00003474   -0 43 24.7
 NB1942;UTM  18      - 4,676,699.806   280,417.217   MT  1.00019331   -1 47 16.7
 NB1942
 NB1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1942!SPC NY C     -   0.99989027  x   1.00003474  =   0.99992501
 NB1942!UTM  18      -   0.99989027  x   1.00019331  =   1.00008356
 NB1942
 NB1942:                Primary Azimuth Mark                     Grid Az
 NB1942:SPC NY C     -  SWALE                                    093 53 58.7
 NB1942:UTM  18      -  SWALE                                    094 57 50.7
 NB1942
 NB1942|---------------------------------------------------------------------|
 NB1942| PID    Reference Object                     Distance      Geod. Az  |
 NB1942|                                                           dddmmss.s |
 NB1942| NB1923 SWALE                               APPROX.14.0 KM 0931034.0 |
 NB1942|---------------------------------------------------------------------|
 NB1942
 NB1942                          SUPERSEDED SURVEY CONTROL
 NB1942
 NB1942  NAD 83(1986)-  42 12 41.87204(N)    077 39 36.49951(W) AD(       ) 3
 NB1942  NAD 27      -  42 12 41.62117(N)    077 39 37.53210(W) AD(       ) 3
 NB1942
 NB1942.Superseded values are not recommended for survey control.
 NB1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1942.See file dsdata.txt to determine how the superseded data were derived.
 NB1942
 NB1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM8041776700(NAD 83)
 NB1942_MARKER: P = PIPE CAP
 NB1942_SETTING: 0 = UNSPECIFIED SETTING
 NB1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1942+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 NB1942
 NB1942  HISTORY     - Date     Condition        Report By
 NB1942  HISTORY     - 1896     MONUMENTED       USGS
 NB1942  HISTORY     - 20020810 POOR             INDIV
 NB1942
 NB1942                          STATION DESCRIPTION
 NB1942
 NB1942'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 NB1942'EASTERN END OF LONG SUMMIT KNOWN AS CALL HILL, OR EAST CALL HILL,
 NB1942'IN HARTSVILLE TOWNSHIP, STEUBEN COUNTY, ABOUT 100 YARDS SOUTH OF
 NB1942'ROAD FROM ALFRED CENTER TO BENNETT CREEK POST OFFICE, AND ABOUT
 NB1942'3 MI DISTANT FROM THE LATTER.
 NB1942'
 NB1942'STATION MARK, AN IRON POST 4 BY 3 WITH BRASS CAP MARKED---U S
 NB1942'GEOLOGICAL SURVEY B.M. USGS 473 NY---.
 NB1942
 NB1942                          STATION RECOVERY (2002)
 NB1942
 NB1942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SB)
 NB1942'THE IRON POST AS ORIGINALLY MONUMENTED IN 1896 REMAINS, THE BRASS CAP
 NB1942'IS UNDERSTANDABLY MISSING.  THIS SITE IS REPUTED TO BE THE HIGHEST
 NB1942'POINT IN STEUBEN CO. N.Y.  THE STATION AREA WIDE IS OPEN WITH
 NB1942'UNOBSTRUCTED VIEWS IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4417 ***********************************************************************
 KU4417  DESIGNATION -  CALVERTON
 KU4417  PID         -  KU4417
 KU4417  STATE/COUNTY-  NY/SUFFOLK
 KU4417  USGS QUAD   -  WADING RIVER (1967)
 KU4417
 KU4417                         *CURRENT SURVEY CONTROL
 KU4417  ___________________________________________________________________
 KU4417* NAD 83(1996)-  40 55 23.29741(N)    072 45 11.80558(W)     ADJUSTED  
 KU4417* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 KU4417  ___________________________________________________________________
 KU4417  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 KU4417  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU4417
 KU4417  HORZ ORDER  -  FIRST
 KU4417
 KU4417.The horizontal coordinates were established by classical geodetic methods
 KU4417.and adjusted by the National Geodetic Survey in January 1999..
 KU4417
 KU4417.The orthometric height was scaled from a topographic map.
 KU4417
 KU4417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4417
 KU4417.The geoid height was determined by GEOID03.
 KU4417
 KU4417;                    North         East     Units Scale Factor Converg.
 KU4417;SPC NY L     -    84,751.126   405,010.836   MT  0.99999571   +0 48 55.6
 KU4417;SPC NY L     -   278,054.32  1,328,773.05   sFT  0.99999571   +0 48 55.6
 KU4417;UTM  18      - 4,532,655.034   689,178.953   MT  1.00004050   +1 28 19.7
 KU4417
 KU4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4417!SPC NY L     -   1.00000148  x   0.99999571  =   0.99999719
 KU4417!UTM  18      -   1.00000148  x   1.00004050  =   1.00004198
 KU4417
 KU4417:                Primary Azimuth Mark                     Grid Az
 KU4417:SPC NY L     -  BAITING HOLLOW SPIRE                     012 59 24.6
 KU4417:UTM  18      -  BAITING HOLLOW SPIRE                     012 20 00.5
 KU4417
 KU4417|---------------------------------------------------------------------|
 KU4417| PID    Reference Object                     Distance      Geod. Az  |
 KU4417|                                                           dddmmss.s |
 KU4417| KU4364 BAITING HOLLOW SPIRE                APPROX. 3.9 KM 0134820.2 |
 KU4417| CB8334 CALVERTON RM 1                       40.609 METERS 02335     |
 KU4417| KU4362 ALEX BOSINSKIS BARN CUPOLA          APPROX. 4.8 KM 0313954.6 |
 KU4417| KU4363 CALVERTON PRESB CHURCH CUPOLA       APPROX. 0.8 KM 0630808.6 |
 KU4417| KU4365 CALVERTON SCHOOL CUPOLA             APPROX. 0.8 KM 0632102.3 |
 KU4417| KU4264 AQUEBOGUE CONG CHURCH SPIRE         APPROX.11.4 KM 0764505.6 |
 KU4417| KU4350 RIVERHEAD HIGH SCHOOL CUPOLA        APPROX. 7.0 KM 0903206.8 |
 KU4417| KU4359 RIVERHEAD ST ISADORE CH E TWR       APPROX. 6.8 KM 0922430.7 |
 KU4417| KU4358 RIVERHEAD ST ISADORE CH W TWR       APPROX. 6.7 KM 0922752.4 |
 KU4417| KU4357 RIVERHEAD ICE CORP STK              APPROX. 6.7 KM 0934915.9 |
 KU4417| KU4349 RIVERHEAD SUFFOLK CO STEEL STK      APPROX. 7.4 KM 0935253.0 |
 KU4417| KU4356 RIVERHEAD MUNICIPAL TANK            APPROX. 6.3 KM 0940028.0 |
 KU4417| KU4372 RIVERHEAD RCA RECEIV TALL MAST      APPROX. 7.7 KM 1025928.3 |
 KU4417| CB8335 CALVERTON RM 2                       81.165 METERS 27814     |
 KU4417| KU4421 CALVERTON WOODEN TANK               APPROX. 1.5 KM 2885238.8 |
 KU4417| KU4416 WILDWOOD STATE PARK ELEV TANK       APPROX. 6.3 KM 3152229.7 |
 KU4417| CB8333 CALVERTON AZ MK                                    3444539.7 |
 KU4417|---------------------------------------------------------------------|
 KU4417
 KU4417                          SUPERSEDED SURVEY CONTROL
 KU4417
 KU4417  NAD 83(1996)-  40 55 23.29859(N)    072 45 11.80584(W) AD(       ) 1
 KU4417  NAD 83(1992)-  40 55 23.29733(N)    072 45 11.80542(W) AD(       ) 1
 KU4417  NAD 83(1986)-  40 55 23.30108(N)    072 45 11.80888(W) AD(       ) 1
 KU4417  NAD 27      -  40 55 22.94881(N)    072 45 13.44413(W) AD(       ) 1
 KU4417
 KU4417.Superseded values are not recommended for survey control.
 KU4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4417.See file dsdata.txt to determine how the superseded data were derived.
 KU4417
 KU4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8917932655(NAD 83)
 KU4417_MARKER: DS = TRIANGULATION STATION DISK
 KU4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4417+STABILITY: SURFACE MOTION
 KU4417
 KU4417  HISTORY     - Date     Condition        Report By
 KU4417  HISTORY     - 1939     MONUMENTED       CGS
 KU4417  HISTORY     - 1951     GOOD             CGS
 KU4417  HISTORY     - 1967     GOOD             CGS
 KU4417  HISTORY     - 1976     GOOD             NGS
 KU4417  HISTORY     - 20010507 GOOD             USPSQD
 KU4417  HISTORY     - 20031103 GOOD             USPSQD
 KU4417
 KU4417                          STATION DESCRIPTION
 KU4417
 KU4417'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4417'STATION IS IN THE VILLAGE OF CALVERTON, 0.3 MILE W OF THE TRAFFIC
 KU4417'LIGHT (LIGHT AT INTERSECTION OF STATE HIGHWAY 25 AND EDWARDS
 KU4417'AVENUE), 2.0 MILES E OF THE INTERSECTION OF STATE HIGHWAYS 25 AND
 KU4417'25A, AND 0.5 MILE S OF STATE HIGHWAY 25 AT A.  ANASKYS POTATO
 KU4417'HOUSE ON THE E EDGE OF A CULTIVATED FIELD ON ANASKY PROPERTY.
 KU4417'STATION IS 73 METERS N OF THE SE CORNER OF THE CULTIVATED FIELD
 KU4417'WHICH IS SURROUNDED BY TREES EXCEPT ON THE N SIDE.
 KU4417'
 KU4417'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KU4417'BRONZE DISKS SET IN CONCRETE.
 KU4417'
 KU4417'REFERENCE MARK NO.1 IS N OF THE STATION AND ON THE SAME (E) EDGE
 KU4417'OF CULTIVATED FIELD.
 KU4417'
 KU4417'REFERENCE MARK NO.2 IS TO THE WESTWARD OF THE STATION ACROSS THE
 KU4417'CULTIVATION ON EDGE OF WOODS.
 KU4417'
 KU4417'AZIMUTH MARK IS 7.8 METERS N OF THE CENTER LINE OF STATE HIGHWAY
 KU4417'25 (2-LANE CONCRETE HIGHWAY), 2.3 METERS NW OF POWER POLE NO.183
 KU4417'ON BORDER OF A FIELD ABOUT 200 YARDS E OF ANASKY 2-STORY
 KU4417'(SHINGLE-SIDED) HOUSE, 0.40 METER NW OF A CONCRETE PROPERTY
 KU4417'MONUMENT, AND 0.4 MILE W OF CALVERTON TRAFFIC LIGHT.
 KU4417'
 KU4417'STATION IS BEST APPROACHED BY A WAGON ROAD RUNNING S FROM STATE
 KU4417'HIGHWAY 25 0.2 MILE W OF ANASKY POTATO HOUSE.  THIS ROAD SKIRTS
 KU4417'AROUND THE N AND E SIDE OF A RAVINE AND ALONG THE W SIDE OF
 KU4417'CULTIVATED FIELDS.
 KU4417'
 KU4417'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KU4417
 KU4417                          STATION RECOVERY (1951)
 KU4417
 KU4417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4417'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KU4417'IN VERY GOOD CONDITION.
 KU4417'
 KU4417'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KU4417
 KU4417                          STATION RECOVERY (1967)
 KU4417
 KU4417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4417'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KU4417'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCES
 KU4417'TO THE REFERENCE MARKS WAS NOTED AND CHECKED.  THE DIRECTIONS TO
 KU4417'THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED.  A 10 DEGREE
 KU4417'ERROR ON THE DIRECTION TO REFERENCE MARK 1 WAS DISCOVERED IN THE
 KU4417'1951 RECOVERY NOTE BOX SCORE.  THE LIST OF DIRECTIONS FOR 1951
 KU4417'IS CORRECT.  METAL WITNESS POSTS WERE SET AT THE STATION MARK,
 KU4417'REFERENCE MARK 2 AND THE AZIMUTH MARK.
 KU4417'
 KU4417'THE STATION IS LOCATED ON THE EAST EDGE OF A CULTIVATED FIELD
 KU4417'WHICH IS SURROUNDED BY TREES EXCEPT ON THE NORTH AND IS ON THE
 KU4417'PROPERTY OF MR. ANASKY.  IT IS 2-1/4 MILES EAST OF THE JUNCTION
 KU4417'OF STATE HIGHWAYS 25 AND 25A, 1-1/4 MILE WEST OF THE JUNCTION OF
 KU4417'STATE HIGHWAY 25 AND COUNTY ROAD 58, 1 MILE NORTH-NORTHWEST OF
 KU4417'CALVERTON AND 0.3 MILE SOUTH OF STATE HIGHWAY 25.
 KU4417'
 KU4417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND
 KU4417'COUNTY ROAD 58 (3 MILES WEST OF RIVERHEAD), GO WEST ON STATE
 KU4417'HIGHWAY 25 FOR 1.0 MILE TO A CROSSROAD (EDWARDS AVENUE).  CONTINUE
 KU4417'WEST ON STATE HIGHWAY 25 FOR 0.3 MILE TO A SIDE ROAD LEFT AT THE
 KU4417'EAST EDGE OF THE ANASKY BARN.  TURN LEFT AND GO SOUTH ON THE
 KU4417'TRACK ROAD ALONG EAST EDGE OF BARN FOR ABOUT 100 FEET TO A FIELD
 KU4417'ROAD.  CONTINUE SOUTH ON THE FIELD ROAD WHICH IS ALONG THE
 KU4417'EAST EDGE OF THE CULTIVATED FIELD, FOR 0.3 MILE TO THE STATION ON
 KU4417'THE LEFT, EAST, SIDE OF THE FIELD ROAD.
 KU4417'
 KU4417'THE STATION MARK IS A STANDARD DISK STAMPED CALVERTON 1939, SET
 KU4417'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 KU4417'INCHES ABOVE THE GROUND.  IT IS ABOUT 75 PACES NORTH OF THE
 KU4417'SOUTHEAST CORNER OF THE CULTIVATED FIELD, 19 FEET EAST OF THE
 KU4417'CENTER OF THE FIELD ROAD ALONG THE EAST EDGE OF THE CULTIVATED
 KU4417'FIELD AND 4.0 FEET WEST-NORTHWEST OF THE METAL WITNESS POST SET
 KU4417'NEAR THE STATION MARK.
 KU4417'
 KU4417'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CALVERTON NO 1 1939,
 KU4417'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 KU4417'INCH ABOVE THE GROUND.  IT IS 135 FEET NORTH-NORTHEAST OF THE
 KU4417'METAL WITNESS POST AT THE STATION MARK, 119 FEET SOUTHWEST OF A
 KU4417'JOG IN THE FIELD LINE AND 15 FEET SOUTHEAST OF THE CENTER OF THE
 KU4417'FIELD ROAD ALONG THE EAST EDGE OF THE CULTIVATED FIELD.
 KU4417'
 KU4417'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CALVERTON NO 2 1939,
 KU4417'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 KU4417'4 INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE WEST EDGE OF THE
 KU4417'CULTIVATED FIELD ABOUT 120 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 KU4417'CORNER OF THE FIELD.
 KU4417'
 KU4417'REFERENCE MARK 2 IS ALSO 12 FEET WEST OF THE CENTER OF THE
 KU4417'FIELD ROAD ALONG THE WEST EDGE OF THE CULTIVATED FIELD AND 1.1
 KU4417'FEET NORTHEAST OF A METAL WITNESS POST.
 KU4417'
 KU4417'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD LEFT AT THE EAST
 KU4417'END OF THE ANASKY BARN, GO WEST ON STATE HIGHWAY 25 FOR 0.05
 KU4417'MILE TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY.
 KU4417'
 KU4417'THE AZIMUTH MARK IS STANDARD DISK (REFERENCE MARK) STAMPED
 KU4417'CALVERTON 1939 AZ, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KU4417'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 137.5
 KU4417'FEET WEST OF POWER POLE NUMBER 182, 106.5 FEET EAST OF POWER
 KU4417'POLE NUMBER 184, 26.6 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 KU4417'25 AND 1.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 KU4417'
 KU4417'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 KU4417
 KU4417                          STATION RECOVERY (1976)
 KU4417
 KU4417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 KU4417'THE STATION, AZIMUTH MARK AND RM 2 WERE RECOVERED AS DESCRIBED.
 KU4417'
 KU4417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4417'1 MILE NNW OF CALVERTON.
 KU4417
 KU4417                          STATION RECOVERY (2001)
 KU4417
 KU4417'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU4417'RECOVERED IN GOOD CONDITION.
 KU4417
 KU4417                          STATION RECOVERY (2003)
 KU4417
 KU4417'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU4417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4418 ***********************************************************************
 KU4418  DESIGNATION -  CALVERTON GRUMMAN AIRPORT TANK
 KU4418  PID         -  KU4418
 KU4418  STATE/COUNTY-  NY/SUFFOLK
 KU4418  USGS QUAD   -  WADING RIVER (1967)
 KU4418
 KU4418                         *CURRENT SURVEY CONTROL
 KU4418  ___________________________________________________________________
 KU4418* NAD 83(1996)-  40 54 44.86351(N)    072 47 58.12747(W)     ADJUSTED  
 KU4418* NAVD 88     -                                                        
 KU4418  ___________________________________________________________________
 KU4418  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KU4418  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4418
 KU4418  HORZ ORDER  -  THIRD
 KU4418
 KU4418.This mark is at Calverton Airport (CCC)
 KU4418
 KU4418.The horizontal coordinates were established by classical geodetic methods
 KU4418.and adjusted by the National Geodetic Survey in January 1999..
 KU4418
 KU4418
 KU4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4418
 KU4418.The geoid height was determined by GEOID03.
 KU4418
 KU4418;                    North         East     Units Scale Factor Converg.
 KU4418;SPC NY L     -    83,511.280   401,135.879   MT  0.99999549   +0 47 06.9
 KU4418;SPC NY L     -   273,986.59  1,316,059.96   sFT  0.99999549   +0 47 06.9
 KU4418;UTM  18      - 4,531,370.825   685,318.317   MT  1.00002271   +1 26 29.5
 KU4418
 KU4418                          SUPERSEDED SURVEY CONTROL
 KU4418
 KU4418  NAD 83(1996)-  40 54 44.86484(N)    072 47 58.12776(W) AD(       ) 4
 KU4418  NAD 83(1992)-  40 54 44.86357(N)    072 47 58.12732(W) AD(       ) 4
 KU4418  NAD 83(1986)-  40 54 44.86741(N)    072 47 58.13061(W) AD(       ) 4
 KU4418  NAD 27      -  40 54 44.51602(N)    072 47 59.75962(W) AD(       ) 3
 KU4418
 KU4418.Superseded values are not recommended for survey control.
 KU4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4418.See file dsdata.txt to determine how the superseded data were derived.
 KU4418
 KU4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8531831371(NAD 83)
 KU4418_MARKER: 53 = ELEVATED TANK
 KU4418
 KU4418  HISTORY     - Date     Condition        Report By
 KU4418  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4418  HISTORY     - 1976     GOOD             NGS
 KU4418  HISTORY     - 1980     GOOD             NGS
 KU4418  HISTORY     - 19920825 GOOD             USPSQD
 KU4418  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 KU4418
 KU4418                          STATION DESCRIPTION
 KU4418
 KU4418'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4418'THE STATION IS THE FINIAL OF THE LARGE 6-LEGGED METAL WATER TANK
 KU4418'WHICH IS RED AND WHITE (CHECKED) WITH AN OVER-ALL HEIGHT OF ABOUT
 KU4418'110 FEET.
 KU4418'
 KU4418'IT IS ON THE GROUNDS OF THE GRUMMAN AIRCRAFT ENGINEERING
 KU4418'CORPORATION WHICH IS ABOUT 3 MILES NORTHWEST OF CALVERTON AND ON
 KU4418'THE SOUTH SIDE OF STATE HIGHWAY 25.
 KU4418
 KU4418                          STATION RECOVERY (1976)
 KU4418
 KU4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 KU4418'THE STATION WAS RECOVERED AS DESCRIBED.
 KU4418'
 KU4418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4418'3 MILES WNW OF CALVERTON.
 KU4418
 KU4418                          STATION RECOVERY (1980)
 KU4418
 KU4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JUD)
 KU4418'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU4418'
 KU4418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NW OF
 KU4418'CALVERTON.
 KU4418
 KU4418                          STATION RECOVERY (1992)
 KU4418
 KU4418'RECOVERY NOTE BY US POWER SQUADRON 1992 (JG)
 KU4418'RECOVERED IN GOOD CONDITION.
 KU4418
 KU4418                          STATION RECOVERY (2003)
 KU4418
 KU4418'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU4418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4420 ***********************************************************************
 KU4420  DESIGNATION -  CALVERTON GRUMMAN TARGET ANT
 KU4420  PID         -  KU4420
 KU4420  STATE/COUNTY-  NY/SUFFOLK
 KU4420  USGS QUAD   -  WADING RIVER (1967)
 KU4420
 KU4420                         *CURRENT SURVEY CONTROL
 KU4420  ___________________________________________________________________
 KU4420* NAD 83(1996)-  40 56 26.55836(N)    072 46 42.86742(W)     ADJUSTED  
 KU4420* NAVD 88     -                                                        
 KU4420  ___________________________________________________________________
 KU4420  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KU4420  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU4420
 KU4420  HORZ ORDER  -  THIRD
 KU4420
 KU4420.This mark is at Calverton Airport (CCC)
 KU4420
 KU4420.The horizontal coordinates were established by classical geodetic methods
 KU4420.and adjusted by the National Geodetic Survey in January 1999..
 KU4420
 KU4420
 KU4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4420
 KU4420.The geoid height was determined by GEOID03.
 KU4420
 KU4420;                    North         East     Units Scale Factor Converg.
 KU4420;SPC NY L     -    86,672.383   402,853.181   MT  0.99999615   +0 47 56.1
 KU4420;SPC NY L     -   284,357.64  1,321,694.14   sFT  0.99999615   +0 47 56.1
 KU4420;UTM  18      - 4,534,551.501   686,999.326   MT  1.00003041   +1 27 21.9
 KU4420
 KU4420                          SUPERSEDED SURVEY CONTROL
 KU4420
 KU4420  NAD 83(1996)-  40 56 26.55961(N)    072 46 42.86760(W) AD(       ) 4
 KU4420  NAD 83(1992)-  40 56 26.55834(N)    072 46 42.86718(W) AD(       ) 4
 KU4420  NAD 83(1986)-  40 56 26.56205(N)    072 46 42.87063(W) AD(       ) 4
 KU4420  NAD 27      -  40 56 26.21079(N)    072 46 44.50154(W) AD(       ) 3
 KU4420
 KU4420.Superseded values are not recommended for survey control.
 KU4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4420.See file dsdata.txt to determine how the superseded data were derived.
 KU4420
 KU4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8699934552(NAD 83)
 KU4420_MARKER: 55 = TOWER
 KU4420
 KU4420  HISTORY     - Date     Condition        Report By
 KU4420  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU4420  HISTORY     - 1967     GOOD             CGS
 KU4420  HISTORY     - 19980611 GOOD             USPSQD
 KU4420  HISTORY     - 20031103 GOOD             USPSQD
 KU4420
 KU4420                          STATION DESCRIPTION
 KU4420
 KU4420'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4420'THE STATION IS THE RED OBSTRUCTION LIGHT ATOP A SELF SUPPORTING
 KU4420'METAL TOWER WHICH IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 KU4420'AND HAS AN OVER-ALL HEIGHT OF 110 FEET. (3-LEGGED)
 KU4420'
 KU4420'THE TOWER IS OWNED BY THE GRUMMAN AIRCRAFT ENGINEERING CORPORATION
 KU4420'AND IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF WILDWOOD AND 2-3/4
 KU4420'MILES NORTHWEST OF CALVERTON.
 KU4420'
 KU4420'TO REACH THE TOWER FROM THE JUNCTION OF STATE HIGHWAY 25 AND FRESH
 KU4420'POND AVENUE, 2 MILES NORTHWEST OF CALVERTON, GO NORTH ON FRESH POND
 KU4420'AVENUE FOR 0.75 MILE TO THE TOWER ON THE LEFT.
 KU4420
 KU4420                          STATION RECOVERY (1967)
 KU4420
 KU4420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KU4420'THE STATION WAS RECOVERED AS DESCRIBED.  THE 1967 DESCRIPTION IS
 KU4420'ADEQUATE.
 KU4420'
 KU4420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES
 KU4420'NORTHWEST OF CALVERTON.
 KU4420
 KU4420                          STATION RECOVERY (1998)
 KU4420
 KU4420'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU4420'RECOVERED IN GOOD CONDITION.
 KU4420
 KU4420                          STATION RECOVERY (2003)
 KU4420
 KU4420'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU4420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4363 ***********************************************************************
 KU4363  DESIGNATION -  CALVERTON PRESB CHURCH CUPOLA
 KU4363  PID         -  KU4363
 KU4363  STATE/COUNTY-  NY/SUFFOLK
 KU4363  USGS QUAD   -  RIVERHEAD (1956)
 KU4363
 KU4363                         *CURRENT SURVEY CONTROL
 KU4363  ___________________________________________________________________
 KU4363* NAD 83(1996)-  40 55 35.53518(N)    072 44 39.94920(W)     ADJUSTED  
 KU4363* NAVD 88     -                                                        
 KU4363  ___________________________________________________________________
 KU4363  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KU4363  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU4363
 KU4363  HORZ ORDER  -  THIRD
 KU4363
 KU4363.The horizontal coordinates were established by classical geodetic methods
 KU4363.and adjusted by the National Geodetic Survey in January 1999..
 KU4363
 KU4363
 KU4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4363
 KU4363.The geoid height was determined by GEOID03.
 KU4363
 KU4363;                    North         East     Units Scale Factor Converg.
 KU4363;SPC NY L     -    85,139.241   405,750.722   MT  0.99999579   +0 49 16.5
 KU4363;SPC NY L     -   279,327.66  1,331,200.49   sFT  0.99999579   +0 49 16.5
 KU4363;SPC CT       -   162,751.292   305,269.753   MT  1.00003889   +0 00 13.3
 KU4363;SPC CT       -   533,959.86  1,001,539.18   sFT  1.00003889   +0 00 13.3
 KU4363;UTM  18      - 4,533,051.622   689,914.376   MT  1.00004394   +1 28 41.0
 KU4363
 KU4363                          SUPERSEDED SURVEY CONTROL
 KU4363
 KU4363  NAD 83(1996)-  40 55 35.53634(N)    072 44 39.94946(W) AD(       ) 4
 KU4363  NAD 83(1992)-  40 55 35.53508(N)    072 44 39.94903(W) AD(       ) 4
 KU4363  NAD 83(1986)-  40 55 35.53882(N)    072 44 39.95254(W) AD(       ) 4
 KU4363  NAD 27      -  40 55 35.17300(N)    072 44 41.61400(W) AD(       ) 3
 KU4363
 KU4363.Superseded values are not recommended for survey control.
 KU4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4363.See file dsdata.txt to determine how the superseded data were derived.
 KU4363
 KU4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8991433052(NAD 83)
 KU4363_MARKER: 86 = CUPOLA
 KU4363
 KU4363  HISTORY     - Date     Condition        Report By
 KU4363  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU4363  HISTORY     - 1954     GOOD             CGS
 KU4363  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 KU4363
 KU4363                          STATION DESCRIPTION
 KU4363
 KU4363'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4363'PRESBYTERIAN CHURCH IS ON THE N SIDE OF STATE HIGHWAY 25, 0.15
 KU4363'MILE E OF THE TRAFFIC LIGHT AT EDWARDS AVENUE INTERSECTION IN
 KU4363'SMALL SETTLEMENT OF CALVERTON.  CHURCH IS A SMALL WHITE FRAME
 KU4363'BUILDING WITH SMALL SQUARE CUPOLA ON FRONT CENTER THAT HAS A BELL
 KU4363'WITHIN AND PLAIN ARROW WEATHER VANE ON TOP.
 KU4363
 KU4363                          STATION RECOVERY (1954)
 KU4363
 KU4363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJB)
 KU4363'STATION WAS RECOVERED IN GOOD CONDITION.
 KU4363
 KU4363                          STATION RECOVERY (2003)
 KU4363
 KU4363'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU4363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4365 ***********************************************************************
 KU4365  DESIGNATION -  CALVERTON SCHOOL CUPOLA
 KU4365  PID         -  KU4365
 KU4365  STATE/COUNTY-  NY/SUFFOLK
 KU4365  USGS QUAD   -  RIVERHEAD (1956)
 KU4365
 KU4365                         *CURRENT SURVEY CONTROL
 KU4365  ___________________________________________________________________
 KU4365* NAD 83(1996)-  40 55 34.23179(N)    072 44 43.07566(W)     ADJUSTED  
 KU4365* NAVD 88     -                                                        
 KU4365  ___________________________________________________________________
 KU4365  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 KU4365  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU4365
 KU4365  HORZ ORDER  -  THIRD
 KU4365
 KU4365.The horizontal coordinates were established by classical geodetic methods
 KU4365.and adjusted by the National Geodetic Survey in January 1999..
 KU4365
 KU4365
 KU4365.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4365
 KU4365.The geoid height was determined by GEOID03.
 KU4365
 KU4365;                    North         East     Units Scale Factor Converg.
 KU4365;SPC NY L     -    85,097.990   405,678.157   MT  0.99999578   +0 49 14.4
 KU4365;SPC NY L     -   279,192.32  1,330,962.42   sFT  0.99999578   +0 49 14.4
 KU4365;SPC CT       -   162,711.079   305,196.603   MT  1.00003895   +0 00 11.2
 KU4365;SPC CT       -   533,827.93  1,001,299.19   sFT  1.00003895   +0 00 11.2
 KU4365;UTM  18      - 4,533,009.540   689,842.284   MT  1.00004360   +1 28 38.9
 KU4365
 KU4365                          SUPERSEDED SURVEY CONTROL
 KU4365
 KU4365  NAD 83(1996)-  40 55 34.23295(N)    072 44 43.07591(W) AD(       ) 4
 KU4365  NAD 83(1992)-  40 55 34.23169(N)    072 44 43.07549(W) AD(       ) 4
 KU4365  NAD 83(1986)-  40 55 34.23543(N)    072 44 43.07899(W) AD(       ) 4
 KU4365  NAD 27      -  40 55 33.87100(N)    072 44 44.74000(W) AD(       ) 3
 KU4365
 KU4365.Superseded values are not recommended for survey control.
 KU4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4365.See file dsdata.txt to determine how the superseded data were derived.
 KU4365
 KU4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8984233010(NAD 83)
 KU4365_MARKER: 86 = CUPOLA
 KU4365
 KU4365  HISTORY     - Date     Condition        Report By
 KU4365  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU4365  HISTORY     - 1954     GOOD             CGS
 KU4365  HISTORY     - 20031103 MARK NOT FOUND   USPSQD
 KU4365
 KU4365                          STATION DESCRIPTION
 KU4365
 KU4365'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4365'CALVERTON SCHOOL IS ON THE S SIDE OF STATE HIGHWAY 25, 0.1
 KU4365'MILE E OF THE TRAFFIC LIGHT AT EDWARDS AVENUE INTERSECTION, IN
 KU4365'SMALL SETTLEMENT OF CALVERTON.  THE BUILDING IS A 1-STORY BROWN
 KU4365'SHINGLE STRUCTURE, WITH WHITE SQUARE CUPOLA, WITH WHITE SLATTED
 KU4365'WINDOWS, WITH ROUND SILVER COLORED DOME, WITH QUILL SHAPED
 KU4365'WEATHER VANE.
 KU4365
 KU4365                          STATION RECOVERY (1954)
 KU4365
 KU4365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJB)
 KU4365'STATION WAS RECOVERED IN GOOD CONDITION.
 KU4365
 KU4365                          STATION RECOVERY (2003)
 KU4365
 KU4365'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU4365'CALVERTON SCHOOL IS NOW RIVERHEAD CHARTER SCHOOL
 KU4365'QUILL SHAPED WEATHER VANE IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4421 ***********************************************************************
 KU4421  DESIGNATION -  CALVERTON WOODEN TANK
 KU4421  PID         -  KU4421
 KU4421  STATE/COUNTY-  NY/SUFFOLK
 KU4421  USGS QUAD   -  WADING RIVER (1967)
 KU4421
 KU4421                         *CURRENT SURVEY CONTROL
 KU4421  ___________________________________________________________________
 KU4421* NAD 83(1996)-  40 55 39.30636(N)    072 46 13.55285(W)     ADJUSTED  
 KU4421* NAVD 88     -                                                        
 KU4421  ___________________________________________________________________
 KU4421  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 KU4421  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KU4421
 KU4421  HORZ ORDER  -  THIRD
 KU4421
 KU4421.The horizontal coordinates were established by classical geodetic methods
 KU4421.and adjusted by the National Geodetic Survey in January 1999..
 KU4421
 KU4421
 KU4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4421
 KU4421.The geoid height was determined by GEOID03.
 KU4421
 KU4421;                    North         East     Units Scale Factor Converg.
 KU4421;SPC NY L     -    85,224.497   403,559.292   MT  0.99999581   +0 48 15.3
 KU4421;SPC NY L     -   279,607.37  1,324,010.78   sFT  0.99999581   +0 48 15.3
 KU4421;SPC CT       -   162,867.818   303,079.668   MT  1.00003870   -0 00 48.8
 KU4421;SPC CT       -   534,342.17    994,353.88   sFT  1.00003870   -0 00 48.8
 KU4421;UTM  18      - 4,533,111.755   687,722.018   MT  1.00003374   +1 27 39.7
 KU4421
 KU4421                          SUPERSEDED SURVEY CONTROL
 KU4421
 KU4421  NAD 83(1996)-  40 55 39.30759(N)    072 46 13.55309(W) AD(       ) 4
 KU4421  NAD 83(1992)-  40 55 39.30633(N)    072 46 13.55266(W) AD(       ) 4
 KU4421  NAD 83(1986)-  40 55 39.31009(N)    072 46 13.55613(W) AD(       ) 4
 KU4421  NAD 27      -  40 55 38.94500(N)    072 46 15.21600(W) AD(       ) 3
 KU4421
 KU4421.Superseded values are not recommended for survey control.
 KU4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4421.See file dsdata.txt to determine how the superseded data were derived.
 KU4421
 KU4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8772233112(NAD 83)
 KU4421_MARKER: 53 = ELEVATED TANK
 KU4421
 KU4421  HISTORY     - Date     Condition        Report By
 KU4421  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU4421
 KU4421                          STATION DESCRIPTION
 KU4421
 KU4421'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4421'TANK, ELEVATED, WHITE, PRIVATE, NEAR CALVERTON, ON S SIDE OF
 KU4421'STATE HIGHWAY 25, NEAR BROWN SHINGLED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1394 ***********************************************************************
 LX1394  DESIGNATION -  CAM
 LX1394  PID         -  LX1394
 LX1394  STATE/COUNTY-  NY/DUTCHESS
 LX1394  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1394
 LX1394                         *CURRENT SURVEY CONTROL
 LX1394  ___________________________________________________________________
 LX1394* NAD 83(1996)-  41 37 53.13273(N)    073 56 51.19129(W)     ADJUSTED  
 LX1394* NAVD 88     -         0.634  (meters)       2.08   (feet)  ADJUSTED  
 LX1394  ___________________________________________________________________
 LX1394  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LX1394  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1394  DYNAMIC HT  -           0.634 (meters)       2.08  (feet)  COMP
 LX1394  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 LX1394
 LX1394  HORZ ORDER  -  THIRD
 LX1394  VERT ORDER  -  FIRST     CLASS II
 LX1394
 LX1394.The horizontal coordinates were established by classical geodetic methods
 LX1394.and adjusted by the National Geodetic Survey in January 1999..
 LX1394
 LX1394.The orthometric height was determined by differential leveling
 LX1394.and adjusted by the National Geodetic Survey in June 1991..
 LX1394
 LX1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1394
 LX1394.The geoid height was determined by GEOID03.
 LX1394
 LX1394.The dynamic height is computed by dividing the NAVD 88
 LX1394.geopotential number by the normal gravity value computed on the
 LX1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1394.degrees latitude (g = 980.6199 gals.).
 LX1394
 LX1394.The modeled gravity was interpolated from observed gravity values.
 LX1394
 LX1394;                    North         East     Units Scale Factor Converg.
 LX1394;SPC NY E     -   310,814.131   196,029.299   MT  0.99992606   +0 22 01.3
 LX1394;SPC NY E     - 1,019,729.36    643,139.46   sFT  0.99992606   +0 22 01.3
 LX1394;UTM  18      - 4,609,390.073   587,662.896   MT  0.99969457   +0 41 57.2
 LX1394
 LX1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1394!SPC NY E     -   1.00000486  x   0.99992606  =   0.99993092
 LX1394!UTM  18      -   1.00000486  x   0.99969457  =   0.99969943
 LX1394
 LX1394                          SUPERSEDED SURVEY CONTROL
 LX1394
 LX1394  NAD 83(1986)-  41 37 53.13460(N)    073 56 51.19302(W) AD(       ) 3
 LX1394  NAD 27      -  41 37 52.80200(N)    073 56 52.69600(W) AD(       ) 3
 LX1394  NGVD 29 (??/??/92)    0.905  (m)            2.97   (f) ADJ UNCH    1 2
 LX1394
 LX1394.Superseded values are not recommended for survey control.
 LX1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1394.See file dsdata.txt to determine how the superseded data were derived.
 LX1394
 LX1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8766309390(NAD 83)
 LX1394_MARKER: DS = TRIANGULATION STATION DISK
 LX1394_SETTING: 66 = SET IN ROCK OUTCROP
 LX1394_SP_SET: ROCK LEDGE
 LX1394_STAMPING: CAM 1933
 LX1394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1394+STABILITY: POSITION/ELEVATION WELL
 LX1394
 LX1394  HISTORY     - Date     Condition        Report By
 LX1394  HISTORY     - 1933     MONUMENTED       CGS
 LX1394  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX1394  HISTORY     - 1955     GOOD             NGS
 LX1394
 LX1394                          STATION DESCRIPTION
 LX1394
 LX1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX1394'THIS STATION WAS RECOVERED AS DESCRIBED AND HAS NOT CHANGED
 LX1394'FROM ITS ORIGINAL LOCATION.  HOWEVER, THE ROCK TO THE W OF THE
 LX1394'STATION HAS BEEN BADLY BROKEN, APPARENTLY BY CAMP FIRES, AND
 LX1394'THERE IS DANGER OF THIS STATION BEING LOST IN A FEW YEARS.  A NEW
 LX1394'STATION CALLED CAM 2 MARKED WITH A STANDARD DISK STATION MARK
 LX1394'AND 2 STANDARD DISK REFERENCE MARKS WERE ESTABLISHED 1.122
 LX1394'METERS E OF THIS STATION.  SEE DESCRIPTION OF CAM 2, 1933.
 LX1394
 LX1394                          STATION RECOVERY (1955)
 LX1394
 LX1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1394'3.2 MI N FROM NEW HAMBURG.
 LX1394'ABOUT 3.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1394'FROM THE PEDESTRIAN SUBWAY AT NEW HAMBURG, AT CAMELOT, ON EAST
 LX1394'BANK OF HUDSON RIVER, SET IN THE TOP OF A ROCK LEDGE NEAR WATERS
 LX1394'EDGE, 163 FEET WEST OF WEST RAIL OF WEST TRACK, 226 FEET WEST
 LX1394'AND ACROSS TRACK FROM THE NORTHWEST CORNER OF FLAG STATION AT
 LX1394'CAMELOT, 24 FEET WEST-SOUTHWEST OF A LONE 6-INCH HACKBERRY
 LX1394'TREE WHICH IS GROWING ON ROCK LEDGE, 12 FEET SOUTHWEST OF RM
 LX1394'NO. 1, ABOUT 7 FEET BELOW LEVEL OF TRACK AND ABOUT 1 FOOT
 LX1394'ABOVE WATER LEVEL.  NOTE-- THE DISK IS SET IN LEDGE SO THAT
 LX1394'THE NORTH SIDE OF DISK IS HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4527 ***********************************************************************
 LX4527  DESIGNATION -  CAM 2
 LX4527  PID         -  LX4527
 LX4527  STATE/COUNTY-  NY/DUTCHESS
 LX4527  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4527
 LX4527                         *CURRENT SURVEY CONTROL
 LX4527  ___________________________________________________________________
 LX4527* NAD 83(1996)-  41 37 53.14254(N)    073 56 51.23797(W)     ADJUSTED  
 LX4527* NAVD 88     -         0.64   (+/-2cm)       2.1    (feet)  VERTCON   
 LX4527  ___________________________________________________________________
 LX4527  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LX4527  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX4527
 LX4527  HORZ ORDER  -  THIRD
 LX4527  VERT ORDER  -  THIRD ? (See Below)
 LX4527
 LX4527.The horizontal coordinates were established by classical geodetic methods
 LX4527.and adjusted by the National Geodetic Survey in January 1999..
 LX4527
 LX4527.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4527.The vertical order pertains to the NGVD 29 superseded value.
 LX4527
 LX4527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4527
 LX4527.The geoid height was determined by GEOID03.
 LX4527
 LX4527;                    North         East     Units Scale Factor Converg.
 LX4527;SPC NY E     -   310,814.427   196,028.216   MT  0.99992606   +0 22 01.2
 LX4527;SPC NY E     - 1,019,730.33    643,135.91   sFT  0.99992606   +0 22 01.2
 LX4527;UTM  18      - 4,609,390.362   587,661.813   MT  0.99969457   +0 41 57.2
 LX4527
 LX4527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4527!SPC NY E     -   1.00000486  x   0.99992606  =   0.99993092
 LX4527!UTM  18      -   1.00000486  x   0.99969457  =   0.99969943
 LX4527
 LX4527:                Primary Azimuth Mark                     Grid Az
 LX4527:SPC NY E     -  RUDCO R U DELAPENHA CO STACK             009 58 16.4
 LX4527:UTM  18      -  RUDCO R U DELAPENHA CO STACK             009 38 20.4
 LX4527
 LX4527|---------------------------------------------------------------------|
 LX4527| PID    Reference Object                     Distance      Geod. Az  |
 LX4527|                                                           dddmmss.s |
 LX4527| LX4489 RUDCO R U DELAPENHA CO STACK        APPROX. 2.2 KM 0102017.6 |
 LX4527| CB3744 CAM 2 RM 1                            3.546 METERS 07509     |
 LX4527| LX1394 CAM                                   1.122 METERS 10539     |
 LX4527| CB3745 CAM 2 RM 2                            8.305 METERS 16305     |
 LX4527| LX4469 TRAP RESET                          APPROX. 0.7 KM 1835259.9 |
 LX4527| LX4459 N OF MARLBORO HILLSIDE FLAG         APPROX. 1.7 KM 2303422.7 |
 LX4527|---------------------------------------------------------------------|
 LX4527
 LX4527                          SUPERSEDED SURVEY CONTROL
 LX4527
 LX4527  NAD 83(1986)-  41 37 53.14441(N)    073 56 51.23970(W) AD(       ) 3
 LX4527  NAD 27      -  41 37 52.81200(N)    073 56 52.74300(W) AD(       ) 3
 LX4527  NGVD 29 (07/19/86)    0.91   (m)            3.0    (f) LEVELING    3  
 LX4527
 LX4527.Superseded values are not recommended for survey control.
 LX4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4527.See file dsdata.txt to determine how the superseded data were derived.
 LX4527
 LX4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8766209390(NAD 83)
 LX4527_MARKER: Z = SEE DESCRIPTION
 LX4527_SETTING: 0 = UNSPECIFIED SETTING
 LX4527
 LX4527  HISTORY     - Date     Condition        Report By
 LX4527  HISTORY     - 1933     MONUMENTED       CGS
 LX4527  HISTORY     - 1966     SEE DESCRIPTION  LOCENG
 LX4527
 LX4527                          STATION DESCRIPTION
 LX4527
 LX4527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4527'STATION CAM 1905 WAS LOCATED, BUT AS A LARGE CRACK IN THE ROCK
 LX4527'RAN THROUGH THE DRILL HOLE IT WAS THOUGHT BEST TO ESTABLISH CAM 2
 LX4527'AS IT WOULD HAVE BEEN IMPOSSIBLE TO HAVE MADE DRILL HOLE IN
 LX4527'ORIGINAL STATION DEEPER WITHOUT BREAKING OFF ROCK.  CAM 2 IS
 LX4527'MARKED WITH A STANDARD DISK CEMENTED IN DRILL HOLE IN ROCK
 LX4527'STAMPED CAM 2 - 1933.  REFERENCE MARKS ARE STANDARD DISKS
 LX4527'CEMENTED IN DRILL HOLES IN ROCKS.  RAILROAD STATION CAMELOT
 LX4527'IS NEAR THE STATION BUT CHART SHOWS THIS AS BARNEGAT, NEW
 LX4527'YORK.  REFERENCE MARKS ARE STAMPED CAM 2 - 1933.  SKETCH
 LX4527'BELOW GIVES DETAILS OF LOCALITY.
 LX4527'
 LX4527'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4527
 LX4527                          STATION RECOVERY (1966)
 LX4527
 LX4527'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LX4527'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION IN FEB. 18,
 LX4527'1966.  STATION WAS VISITED IN SEPT. 1966 AND FOUND UNDER 6 IN. OF
 LX4527'HUDSON RIVER WATER.
 LX4527'
 LX4527'RM 1 MARK WAS NOT FOUND.  AT TIE DISTANCE FOUND RAILROAD SPIKE
 LX4527'DRIVEN IN DRILL HOLE.
 LX4527'
 LX4527'RM 2 MARK WAS NOT FOUND.  FOUND DRILL HOLE ONLY AT TIE DISTANCE.
 LX4527'
 LX4527'TIES MATCH MARK CALLED CAM 2 ON SHEET T 39-31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1393 ***********************************************************************
 LX1393  DESIGNATION -  CAM RM 1
 LX1393  PID         -  LX1393
 LX1393  STATE/COUNTY-  NY/DUTCHESS
 LX1393  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1393
 LX1393                         *CURRENT SURVEY CONTROL
 LX1393  ___________________________________________________________________
 LX1393* NAD 83(1986)-  41 37 52.     (N)    073 56 50.     (W)     SCALED    
 LX1393* NAVD 88     -         1.998  (meters)       6.56   (feet)  ADJUSTED  
 LX1393  ___________________________________________________________________
 LX1393  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1393  DYNAMIC HT  -           1.997 (meters)       6.55  (feet)  COMP
 LX1393  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 LX1393
 LX1393  VERT ORDER  -  FIRST     CLASS II
 LX1393
 LX1393.The horizontal coordinates were scaled from a topographic map and have
 LX1393.an estimated accuracy of +/- 6 seconds.
 LX1393
 LX1393.The orthometric height was determined by differential leveling
 LX1393.and adjusted by the National Geodetic Survey in June 1991..
 LX1393
 LX1393.The geoid height was determined by GEOID03.
 LX1393
 LX1393.The dynamic height is computed by dividing the NAVD 88
 LX1393.geopotential number by the normal gravity value computed on the
 LX1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1393.degrees latitude (g = 980.6199 gals.).
 LX1393
 LX1393.The modeled gravity was interpolated from observed gravity values.
 LX1393
 LX1393;                    North         East    Units  Estimated Accuracy
 LX1393;SPC NY E     -   310,780.      196,060.      MT  (+/- 180 meters Scaled)
 LX1393
 LX1393                          SUPERSEDED SURVEY CONTROL
 LX1393
 LX1393  NGVD 29 (??/??/92)    2.269  (m)            7.44   (f) ADJ UNCH    1 2
 LX1393
 LX1393.Superseded values are not recommended for survey control.
 LX1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1393.See file dsdata.txt to determine how the superseded data were derived.
 LX1393
 LX1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM876093(NAD 83)
 LX1393_MARKER: DR = REFERENCE MARK DISK
 LX1393_SETTING: 66 = SET IN ROCK OUTCROP
 LX1393_SP_SET: ROCK LEDGE
 LX1393_STAMPING: CAM 1 1933
 LX1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1393+STABILITY: POSITION/ELEVATION WELL
 LX1393
 LX1393  HISTORY     - Date     Condition        Report By
 LX1393  HISTORY     - 1933     MONUMENTED       CGS
 LX1393  HISTORY     - 1955     GOOD             NGS
 LX1393
 LX1393                          STATION DESCRIPTION
 LX1393
 LX1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1393'3.2 MI N FROM NEW HAMBURG.
 LX1393'ABOUT 3.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LX1393'FROM THE PEDESTRIAN SUBWAY AT NEW HAMBURG, AT CAMELOT, ON EAST
 LX1393'BANK OF HUDSON RIVER, IN THE TOP OF A ROCK LEDGE, 152 FEET
 LX1393'WEST OF WEST RAIL OF WEST TRACK, 12 1/2 FEET WEST-SOUTHWEST OF
 LX1393'A LONE 6-INCH HACKBERRY TREE, 12 FEET NORTHEAST OF STATION
 LX1393'MARK, ABOUT 3 FEET BELOW LEVEL OF TRACK AND ABOUT 4 FEET
 LX1393'HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0619 ***********************************************************************
 OG0619  DESIGNATION -  CAMBRIA STANDPIPE
 OG0619  PID         -  OG0619
 OG0619  STATE/COUNTY-  NY/NIAGARA
 OG0619  USGS QUAD   -  
 OG0619
 OG0619                         *CURRENT SURVEY CONTROL
 OG0619  ___________________________________________________________________
 OG0619* NAD 83(1996)-  43 10 22.41487(N)    078 45 14.99418(W)     ADJUSTED  
 OG0619* NAVD 88     -                                                        
 OG0619  ___________________________________________________________________
 OG0619  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 OG0619  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OG0619
 OG0619  HORZ ORDER  -  THIRD
 OG0619
 OG0619.The horizontal coordinates were established by classical geodetic methods
 OG0619.and adjusted by the National Geodetic Survey in January 1999..
 OG0619
 OG0619
 OG0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0619
 OG0619.The geoid height was determined by GEOID03.
 OG0619
 OG0619;                    North         East     Units Scale Factor Converg.
 OG0619;SPC NY W     -   352,390.446   336,110.203   MT  0.99993987   -0 07 00.8
 OG0619;SPC NY W     - 1,156,134.32  1,102,721.56   sFT  0.99993987   -0 07 00.8
 OG0619;UTM  17      - 4,782,463.011   682,543.276   MT  1.00000993   +1 32 13.3
 OG0619
 OG0619                          SUPERSEDED SURVEY CONTROL
 OG0619
 OG0619  NAD 83(1986)-  43 10 22.42091(N)    078 45 14.99199(W) AD(       ) 4
 OG0619  NAD 27      -  43 10 22.21629(N)    078 45 15.86903(W) AD(       ) 3
 OG0619
 OG0619.Superseded values are not recommended for survey control.
 OG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0619.See file dsdata.txt to determine how the superseded data were derived.
 OG0619
 OG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8254382463(NAD 83)
 OG0619_MARKER: 52 = STANDPIPE TANK
 OG0619
 OG0619  HISTORY     - Date     Condition        Report By
 OG0619  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0619  HISTORY     - 1990     GOOD             USPSQD
 OG0619
 OG0619                          STATION DESCRIPTION
 OG0619
 OG0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0619'THE STATION IS THE CENTER OF THE STANDPIPE WHICH IS PAINTED
 OG0619'SILVER, IS 100 FEET TALL AND IS OWNED BY THE TOWN OF CAMBRIA.
 OG0619'
 OG0619'IT IS LOCATED IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 OG0619'HIGHWAYS 93 AND 270 IN CAMBRIA.
 OG0619'
 OG0619'A TAPED DISTANCE WAS MADE TO THE LEADING EDGE OF THE STANDPIPE,
 OG0619'A MEASUREMENT OF THE CIRCUMFERENCE WAS MADE AND THE CENTER OF THE
 OG0619'STANDPIPE WAS COMPUTED.  THE DISTANCE BEING 14.610 METERS OR
 OG0619'36.55 FEET.
 OG0619
 OG0619                          STATION RECOVERY (1990)
 OG0619
 OG0619'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 OG0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1979 ***********************************************************************
 MZ1979  DESIGNATION -  CAMBRIDGE
 MZ1979  PID         -  MZ1979
 MZ1979  STATE/COUNTY-  NY/WASHINGTON
 MZ1979  USGS QUAD   -  HOOSICK FALLS (1980)
 MZ1979
 MZ1979                         *CURRENT SURVEY CONTROL
 MZ1979  ___________________________________________________________________
 MZ1979* NAD 83(1996)-  42 59 52.47787(N)    073 21 00.75869(W)     ADJUSTED  
 MZ1979* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 MZ1979  ___________________________________________________________________
 MZ1979  LAPLACE CORR-          10.48  (seconds)                    DEFLEC99
 MZ1979  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 MZ1979
 MZ1979  HORZ ORDER  -  SECOND
 MZ1979
 MZ1979.The horizontal coordinates were established by classical geodetic methods
 MZ1979.and adjusted by the National Geodetic Survey in January 1999..
 MZ1979
 MZ1979.The orthometric height was scaled from a topographic map.
 MZ1979
 MZ1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1979
 MZ1979.The geoid height was determined by GEOID03.
 MZ1979
 MZ1979;                    North         East     Units Scale Factor Converg.
 MZ1979;SPC NY E     -   463,081.389   243,749.181   MT  1.00000809   +0 47 03.1
 MZ1979;SPC NY E     - 1,519,292.86    799,700.44   sFT  1.00000809   +0 47 03.1
 MZ1979;SPC VT       -    55,660.632   430,672.937   MT  1.00002339   -0 34 47.4
 MZ1979;UTM  18      - 4,761,903.311   634,477.490   MT  0.99982247   +1 07 31.0
 MZ1979
 MZ1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1979!SPC NY E     -   0.99993168  x   1.00000809  =   0.99993977
 MZ1979!SPC VT       -   0.99993168  x   1.00002339  =   0.99995507
 MZ1979!UTM  18      -   0.99993168  x   0.99982247  =   0.99975417
 MZ1979
 MZ1979:                Primary Azimuth Mark                     Grid Az
 MZ1979:SPC NY E     -  CAMBRIDGE AZ MK                          058 29 21.5
 MZ1979:SPC VT       -  CAMBRIDGE AZ MK                          059 51 12.0
 MZ1979:UTM  18      -  CAMBRIDGE AZ MK                          058 08 53.6
 MZ1979
 MZ1979|---------------------------------------------------------------------|
 MZ1979| PID    Reference Object                     Distance      Geod. Az  |
 MZ1979|                                                           dddmmss.s |
 MZ1979| DA3187 CAMBRIDGE AZ MK                                    0591624.6 |
 MZ1979| DA3188 CAMBRIDGE RM 1                        9.140 METERS 08352     |
 MZ1979| DA3189 CAMBRIDGE RM 2                        8.287 METERS 18914     |
 MZ1979|---------------------------------------------------------------------|
 MZ1979
 MZ1979                          SUPERSEDED SURVEY CONTROL
 MZ1979
 MZ1979  NAD 83(1996)-  42 59 52.47839(N)    073 21 00.75834(W) AD(       ) 2
 MZ1979  NAD 83(1996)-  42 59 52.47812(N)    073 21 00.75861(W) AD(       ) 2
 MZ1979  NAD 83(1992)-  42 59 52.47809(N)    073 21 00.75853(W) AD(       ) 2
 MZ1979  NAD 83(1992)-  42 59 52.47801(N)    073 21 00.75869(W) AD(       ) 2
 MZ1979  NAD 83(1986)-  42 59 52.47913(N)    073 21 00.75831(W) AD(       ) 2
 MZ1979  NAD 27      -  42 59 52.19991(N)    073 21 02.35791(W) AD(       ) 2
 MZ1979
 MZ1979.Superseded values are not recommended for survey control.
 MZ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1979.See file dsdata.txt to determine how the superseded data were derived.
 MZ1979
 MZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN3447761903(NAD 83)
 MZ1979_MARKER: DH = HORIZONTAL CONTROL DISK
 MZ1979_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1979_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MZ1979
 MZ1979  HISTORY     - Date     Condition        Report By
 MZ1979  HISTORY     - 1942     MONUMENTED       CGS
 MZ1979  HISTORY     - 1979     GOOD             NGS
 MZ1979
 MZ1979                          STATION DESCRIPTION
 MZ1979
 MZ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 MZ1979'THE STATION IS LOCATED ON A BARE-TOPPED HILL ABOUT 2.5 MILES SE OF
 MZ1979'CAMBRIDGE AND ON LAND OWNED BY THE STATE OF NEW YORK.  IT IS A
 MZ1979'BRONZE DISK SET FLUSH IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 MZ1979'SURFACE OF THE GROUND, 58 FEET SW OF A STONE AND WIRE FENCE LINE
 MZ1979'AND IS STAMPED CAMBRIDGE 1942.  THIS SITE WAS THE LOCATION OF
 MZ1979'U.S.G.S. STATION ADAMS OF WHICH THERE IS NO DESCRIPTION AND NO MARK
 MZ1979'OF ANY KIND WAS FOUND.
 MZ1979'
 MZ1979'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS A BRONZE DISK SET
 MZ1979'FLUSH IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 MZ1979'GROUND AND IS STAMPED CAMBRIDGE NO. 1 1942.
 MZ1979'
 MZ1979'REFERENCE MARK NO. 2 IS S BY W OF THE STATION.  IT IS A BRONZE DISK
 MZ1979'SET FLUSH IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 MZ1979'GROUND AND IS STAMPED CAMBRIDGE NO. 2 1942.
 MZ1979'
 MZ1979'THE AZIMUTH MARK IS ABOUT 0.25 MILE NE OF THE STATION.  IT IS A
 MZ1979'BRONZE DISK SET FLUSH IN A DRILL HOLE IN THE TOP OF A PROMINENT
 MZ1979'PROJECTION OF OUTCROPPING BEDROCK ALONG THE TRAIL LEADING TO THE
 MZ1979'STATION.  IT IS STAMPED CAMBRIDGE 1942.
 MZ1979'
 MZ1979'TO REACH THE STATION FROM THE NORTHERN POINT OF THE LARGE Y JUNCTION
 MZ1979'OF STATE HIGHWAYS 67 AND 22 ABOUT 1 MILE E OF EAGLE BRIDGE GO N ON
 MZ1979'HIGHWAY 22 FOR 1.35 MILES, TURN RIGHT AS PER SIGN WHITE CREEK AND
 MZ1979'GO 1.1 MILES, THEN TURN LEFT ON A GRAVEL ROAD FOR 0.2 MILE, TAKE
 MZ1979'RIGHT FORK FOR 0.25 MILE, TURN LEFT FOR 0.95 MILE, THEN TURN LEFT
 MZ1979'ON AN OLD ROAD AND GO 1.2 MILES TO A LARGE VACANT HOUSE ON THE LEFT
 MZ1979'AND END OF TRUCK TRAVEL.  FROM THE HOUSE GO WESTERLY ON AN OLD
 MZ1979'WASHED-OUT ROAD FOR 0.6 MILE TO A TRIANGULAR-BLAZED TREE, A WOVEN
 MZ1979'WIRE FENCE AND AN OPEN PASTURE ON THE LEFT.  CROSS FENCE AND
 MZ1979'PASTURE TO A WOODED RIDGE, BEAR LEFT FOLLOWING TRAIL TO SUMMIT OF
 MZ1979'RIDGE AND ROCK OUTCROP.  (THE AZIMUTH MARK IS LOCATED HERE.) FROM
 MZ1979'HERE GO SOUTHEASTERLY FOR 0.25 MILE ACROSS OPEN PASTURE LAND TO
 MZ1979'THE TOP OF A BARE HILL AND THE STATION.  A 45-MINUTE PACK.
 MZ1979'
 MZ1979'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT THOMAS, A 10-FOOT LIGHT AT
 MZ1979'HILLSIDE FARM, A 10-FOOT LIGHT AT NILES, A 24-FOOT LIGHT AT SPRUCE
 MZ1979'PEAK AND A 74-FOOT LIGHT AT WHIPPLE AND MOUNT ANTHONY 1876.
 MZ1979'
 MZ1979'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 MZ1979
 MZ1979                          STATION RECOVERY (1979)
 MZ1979
 MZ1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MZ1979'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MZ1979'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 MZ1979'MARK IS PROBABLY STILL INTACT BUT WAS NOT FOUND AT THIS TIME.  IT
 MZ1979'WOULD BE OF NO VALUE DUE TO THE GROWTH OF TREES ON THE HILL.  THE
 MZ1979'STATION WAS NOT OBSERVED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MZ1979'
 MZ1979'THE STATION IS LOCATED ON A HIGH WOODED RIDGE ABOUT 2.5 MILES
 MZ1979'SOUTHEAST OF CAMBRIDGE.
 MZ1979'
 MZ1979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND 22
 MZ1979'ABOUT 1 MILE EAST OF EAGLE BRIDGE, GO NORTH ON HIGHWAY 22 FOR 1.35
 MZ1979'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON STATE HIGHWAY
 MZ1979'68 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 MZ1979'PAVED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EAST ON
 MZ1979'A PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MZ1979'NORTH AND EAST ON A PAVED AND GRAVELED ROAD FOR 0.95 MILE TO A SIDE
 MZ1979'ROAD LEFT.  TURN LEFT AND GO NORTH ON SHAKER HOLLOW ROAD FOR 1.1 MILES
 MZ1979'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE GRAVELED ROAD UPHILL FOR
 MZ1979'0.65 MILE TO A TURN OUT ROAD LEADING TO A POWERLINE CLEARING AND THE
 MZ1979'END OF TRUCK TRAVEL.  PACK IN A WESTERLY DIRECTION FOR ABOUT 0.3 MILE
 MZ1979'TO THE HIGHEST PART OF HILL AND THE STATION.
 MZ1979'
 MZ1979'THE STATION MARK STAMPED---CAMBRIDGE 1942---IS A STANDARD DISK
 MZ1979'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 MZ1979'GROUND.  IT IS 58 FEET SOUTH OF A ROCK FENCE, 42 FEET NORTH OF A
 MZ1979'14-INCH TRIANGULAR BLAZED OAK TREE AND 7 FEET NORTHWEST OF A 4 FEET
 MZ1979'HIGH CAIRN BUILT AGAINST A TRIPLE TRUNKED TREE.
 MZ1979'
 MZ1979'REFERENCE MARK 1 STAMPED---CAMBRIDGE NO 1 1942---IS A STANDARD DISK
 MZ1979'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 MZ1979'GROUND.  IT IS 48 FEET NORTHEAST OF THE 14-INCH OAK TREE, 28.5 FEET
 MZ1979'EAST OF THE CAIRN AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 MZ1979'
 MZ1979'REFERENCE MARK 2 STAMPED---CAMBRIDGE NO 2 1942---IS A STANDARD DISK
 MZ1979'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 MZ1979'GROUND.  IT IS 22 FEET SOUTHWEST OF THE CAIRN AND 20 FEET NORTHWEST OF
 MZ1979'THE 14-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7899 ***********************************************************************
 AA7899  CBN         -  This is a Cooperative Base Network Control Station.
 AA7899  DESIGNATION -  CAMBRIDGE
 AA7899  PID         -  AA7899
 AA7899  STATE/COUNTY-  NY/WASHINGTON
 AA7899  USGS QUAD   -  SHUSHAN (1944)
 AA7899
 AA7899                         *CURRENT SURVEY CONTROL
 AA7899  ___________________________________________________________________
 AA7899* NAD 83(1996)-  43 02 20.62427(N)    073 21 24.10667(W)     ADJUSTED  
 AA7899* NAVD 88     -       166.141  (meters)     545.08   (feet)  ADJUSTED  
 AA7899  ___________________________________________________________________
 AA7899  X           -   1,337,286.690 (meters)                     COMP
 AA7899  Y           -  -4,473,486.871 (meters)                     COMP
 AA7899  Z           -   4,330,767.297 (meters)                     COMP
 AA7899  LAPLACE CORR-           9.32  (seconds)                    DEFLEC99
 AA7899  ELLIP HEIGHT-         135.97  (meters)          (09/18/02) GPS OBS
 AA7899  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AA7899  DYNAMIC HT  -         166.095 (meters)     544.93  (feet)  COMP
 AA7899  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 AA7899
 AA7899  HORZ ORDER  -  B
 AA7899  VERT ORDER  -  SECOND    CLASS II
 AA7899  ELLP ORDER  -  FOURTH    CLASS II
 AA7899
 AA7899.The horizontal coordinates were established by GPS observations
 AA7899.and adjusted by the National Geodetic Survey in July 1997..
 AA7899
 AA7899.The orthometric height was determined by differential leveling
 AA7899.and adjusted by the National Geodetic Survey in March 2006..
 AA7899.No vertical observational check was made to the station.
 AA7899
 AA7899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7899
 AA7899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7899
 AA7899.The ellipsoidal height was determined by GPS observations
 AA7899.and is referenced to NAD 83.
 AA7899
 AA7899.The geoid height was determined by GEOID03.
 AA7899
 AA7899.The dynamic height is computed by dividing the NAVD 88
 AA7899.geopotential number by the normal gravity value computed on the
 AA7899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7899.degrees latitude (g = 980.6199 gals.).
 AA7899
 AA7899.The modeled gravity was interpolated from observed gravity values.
 AA7899
 AA7899;                    North         East     Units Scale Factor Converg.
 AA7899;SPC NY E     -   467,645.457   243,158.130   MT  1.00000673   +0 46 49.3
 AA7899;SPC NY E     - 1,534,266.80    797,761.30   sFT  1.00000673   +0 46 49.3
 AA7899;UTM  18      - 4,766,462.930   633,859.383   MT  0.99982043   +1 07 18.2
 AA7899
 AA7899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7899!SPC NY E     -   0.99997868  x   1.00000673  =   0.99998541
 AA7899!UTM  18      -   0.99997868  x   0.99982043  =   0.99979911
 AA7899
 AA7899                          SUPERSEDED SURVEY CONTROL
 AA7899
 AA7899  ELLIP H (07/24/97)  135.97   (m)                       GP(       ) 1 1
 AA7899  NAD 83(1992)-  43 02 20.62229(N)    073 21 24.10567(W) AD(       ) B
 AA7899  ELLIP H (08/31/95)  135.90   (m)                       GP(       ) 1 1
 AA7899
 AA7899.Superseded values are not recommended for survey control.
 AA7899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7899.See file dsdata.txt to determine how the superseded data were derived.
 AA7899
 AA7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN3385966463(NAD 83)
 AA7899_MARKER: DD = SURVEY DISK
 AA7899_SETTING: 66 = SET IN ROCK OUTCROP
 AA7899_STAMPING: CAMBRIDGE CBN 1994
 AA7899_MARK LOGO: NONE  
 AA7899_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7899+STABILITY: POSITION/ELEVATION WELL
 AA7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7899+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 AA7899
 AA7899  HISTORY     - Date     Condition        Report By
 AA7899  HISTORY     - 1994     MONUMENTED       NYDT
 AA7899  HISTORY     - 20010821 GOOD             NYDT
 AA7899  HISTORY     - 20030309 GOOD             NYDT
 AA7899  HISTORY     - 20030616 GOOD             NYDT
 AA7899  HISTORY     - 20030616 GOOD             NYDT
 AA7899
 AA7899                          STATION DESCRIPTION
 AA7899
 AA7899'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7899'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHEAST OF CAMBRIDGE, IN
 AA7899'TOP OF AND NEAR THE SOUTHWEST END OF A LOW ROCK HIGHWAY CUT.
 AA7899'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA7899' 
 AA7899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 313,
 AA7899'IN CAMBRIDGE, GO NORTHEAST ON HIGHWAY 313 FOR 2.4 KM (1.5 MI) TO THE
 AA7899'STATION ON THE RIGHT.
 AA7899' 
 AA7899'THE STATION IS A STANDARD DISK SET FLUSH WITH THE GROUND IN AN
 AA7899'EXPOSURE OF ROCK OUTCROP. IT IS 49.2 M (161.4 FT) SOUTHWEST OF THE
 AA7899'FIRST POWER POLE (NUMBER 26.5) EAST OF POWERLINE CROSSING HIGHWAY,
 AA7899'26.2 M (86.0 FT) NORTH-NORTHWEST OF A POWER POLE, 15.2 M (49.9 FT)
 AA7899'SOUTH OF A HIGHWAY CURVE SIGN AND MILE MARKER 313/1801/1015, 14.25 M
 AA7899'(46.75 FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY, AND 2.2 M (7.2
 AA7899'FT) SOUTHEAST FROM THE NORTHWEST EDGE OF THE ROCK CUT.
 AA7899
 AA7899                          STATION RECOVERY (2001)
 AA7899
 AA7899'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (SRC)
 AA7899'RECOVERED IN GOOD CONDITION.
 AA7899
 AA7899                          STATION RECOVERY (2003)
 AA7899
 AA7899'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 AA7899'RECOVERED IN GOOD CONDITION.
 AA7899
 AA7899                          STATION RECOVERY (2003)
 AA7899
 AA7899'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 AA7899'RECOVERED IN GOOD CONDITION.
 AA7899
 AA7899                          STATION RECOVERY (2003)
 AA7899
 AA7899'RECOVERY NOTE BY NY DEPT OF TRANSP 2003
 AA7899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1008 ***********************************************************************
 OE1008  DESIGNATION -  CAMDEN
 OE1008  PID         -  OE1008
 OE1008  STATE/COUNTY-  NY/ONEIDA
 OE1008  USGS QUAD   -  CAMDEN EAST (1955)
 OE1008
 OE1008                         *CURRENT SURVEY CONTROL
 OE1008  ___________________________________________________________________
 OE1008* NAD 83(1986)-  43 20 04.     (N)    075 44 57.     (W)     SCALED    
 OE1008* NAVD 88     -       157.524  (meters)     516.81   (feet)  ADJUSTED  
 OE1008  ___________________________________________________________________
 OE1008  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OE1008  DYNAMIC HT  -         157.488 (meters)     516.69  (feet)  COMP
 OE1008  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 OE1008
 OE1008  VERT ORDER  -  SECOND    CLASS 0
 OE1008
 OE1008.The horizontal coordinates were scaled from a topographic map and have
 OE1008.an estimated accuracy of +/- 6 seconds.
 OE1008
 OE1008.The orthometric height was determined by differential leveling
 OE1008.and adjusted by the National Geodetic Survey in June 1991..
 OE1008
 OE1008.The geoid height was determined by GEOID03.
 OE1008
 OE1008.The dynamic height is computed by dividing the NAVD 88
 OE1008.geopotential number by the normal gravity value computed on the
 OE1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1008.degrees latitude (g = 980.6199 gals.).
 OE1008
 OE1008.The modeled gravity was interpolated from observed gravity values.
 OE1008
 OE1008;                    North         East    Units  Estimated Accuracy
 OE1008;SPC NY C     -   370,660.      317,650.      MT  (+/- 180 meters Scaled)
 OE1008
 OE1008                          SUPERSEDED SURVEY CONTROL
 OE1008
 OE1008  NGVD 29 (??/??/92)  157.711  (m)          517.42   (f) ADJ UNCH    2 0
 OE1008
 OE1008.Superseded values are not recommended for survey control.
 OE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1008.See file dsdata.txt to determine how the superseded data were derived.
 OE1008
 OE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN392982(NAD 83)
 OE1008_MARKER: DB = BENCH MARK DISK
 OE1008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1008_SP_SET: BRIDGE
 OE1008_STAMPING: CAMDEN 1934
 OE1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1008
 OE1008  HISTORY     - Date     Condition        Report By
 OE1008  HISTORY     - 1934     MONUMENTED       CGS
 OE1008  HISTORY     - 1942     GOOD             NGS
 OE1008  HISTORY     - 20050802 POOR             NYDT
 OE1008
 OE1008                          STATION DESCRIPTION
 OE1008
 OE1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1008'IN CAMDEN.
 OE1008'AT CAMDEN, ONEIDA COUNTY, ON MEXICO STREET, AT THE BRIDGE OVER THE
 OE1008'WEST BRANCH OF FISH CREEK, IN THE TOP OF THE SOUTH END OF THE WEST
 OE1008'CONCRETE ABUTMENT, 24 FEET SOUTH OF THE CENTERLINE OF THE STREET, AND
 OE1008'0.5 FOOT HIGHER THAN THE STREET. A STANDARD DISK, STAMPED CAMDEN 1934.
 OE1008
 OE1008                          STATION RECOVERY (2005)
 OE1008
 OE1008'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE1008'UNUSEABLE DUE TO 16INCH WATERLINE BUILT ON TOP OF DISK AS OF 8/2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1982 ***********************************************************************
 OE1982  DESIGNATION -  CAMDEN
 OE1982  PID         -  OE1982
 OE1982  STATE/COUNTY-  NY/ONEIDA
 OE1982  USGS QUAD   -  CAMDEN WEST (1980)
 OE1982
 OE1982                         *CURRENT SURVEY CONTROL
 OE1982  ___________________________________________________________________
 OE1982* NAD 83(1996)-  43 20 12.28965(N)    075 46 28.53578(W)     ADJUSTED  
 OE1982* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 OE1982  ___________________________________________________________________
 OE1982  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 OE1982  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 OE1982
 OE1982  HORZ ORDER  -  FIRST
 OE1982
 OE1982.The horizontal coordinates were established by classical geodetic methods
 OE1982.and adjusted by the National Geodetic Survey in January 1999..
 OE1982
 OE1982.The orthometric height was scaled from a topographic map.
 OE1982
 OE1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1982
 OE1982.The geoid height was determined by GEOID03.
 OE1982
 OE1982;                    North         East     Units Scale Factor Converg.
 OE1982;SPC NY C     -   370,896.605   315,580.205   MT  0.99999039   +0 33 18.2
 OE1982;SPC NY C     - 1,216,849.94  1,035,366.06   sFT  0.99999039   +0 33 18.2
 OE1982;UTM  18      - 4,798,502.389   437,209.946   MT  0.99964850   -0 31 53.8
 OE1982
 OE1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1982!SPC NY C     -   0.99996821  x   0.99999039  =   0.99995860
 OE1982!UTM  18      -   0.99996821  x   0.99964850  =   0.99961672
 OE1982
 OE1982|---------------------------------------------------------------------|
 OE1982| PID    Reference Object                     Distance      Geod. Az  |
 OE1982|                                                           dddmmss.s |
 OE1982| CZ7601 CAMDEN RM 1                          41.419 METERS 00736     |
 OE1982| CZ7600 CAMDEN AZ MK                                       0593400.7 |
 OE1982| OE1931 KALK                                APPROX. 8.5 KM 0974011.6 |
 OE1982| OE0999 CANASTOTA A                         APPROX.29.7 KM 1784337.8 |
 OE1982| CZ7602 CAMDEN RM 2                          35.692 METERS 21343     |
 OE1982|---------------------------------------------------------------------|
 OE1982
 OE1982                          SUPERSEDED SURVEY CONTROL
 OE1982
 OE1982  NAD 83(1986)-  43 20 12.29430(N)    075 46 28.53357(W) AD(       ) 1
 OE1982  NAD 27      -  43 20 12.04300(N)    075 46 29.86000(W) AD(       ) 1
 OE1982
 OE1982.Superseded values are not recommended for survey control.
 OE1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1982.See file dsdata.txt to determine how the superseded data were derived.
 OE1982
 OE1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3721098502(NAD 83)
 OE1982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1982
 OE1982  HISTORY     - Date     Condition        Report By
 OE1982  HISTORY     - 1942     MONUMENTED       CGS
 OE1982  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OE1982  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1982
 OE1982                          STATION DESCRIPTION
 OE1982
 OE1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1982'THE STATION IS ABOUT 1.5 MILES W OF THE BUSINESS DISTRICT OF
 OE1982'CAMDEN ON HIGH GROUND ON THE PROPERTY OF JIM OSBORN.  IT IS NEAR
 OE1982'THE W SIDE OF A SMALL RECTANGULAR, BRUSHY PASTURE WHICH IS BETWEEN
 OE1982'A CULTIVATED FIELD ON THE W AND A WOODED AREA ON THE E.  IT IS 30
 OE1982'FEET E OF A N-S ROCK FENCE AND 7 FEET ESE OF A WHITE REFERENCE
 OE1982'POST.  IT IS STAMPED CAMDEN 1942 AND IS FLUSH WITH THE SURFACE
 OE1982'OF THE GROUND.
 OE1982'
 OE1982'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1982'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1982'
 OE1982'REFERENCE MARK NO. 1 IS N OF THE STATION AND 3 FEET E OF THE ROCK
 OE1982'FENCE.  IT IS STAMPED CAMDEN NO. 1 1942 AND PROJECTS 6 INCHES.
 OE1982'
 OE1982'REFERENCE MARK NO. 2 IS SW BY S OF THE STATION AND 5 FEET E OF A
 OE1982'ROCK FENCE CORNER.  IT IS STAMPED CAMDEN NO. 2 1942 AND PROJECTS
 OE1982'8 INCHES.
 OE1982'
 OE1982'THE AZIMUTH MARK IS 1.5 MILES NE OF THE STATION, 20 FEET SW OF THE
 OE1982'CENTER LINE OF NEW YORK HIGHWAY 13, 2 FEET SE OF A TELEPHONE
 OE1982'POLE AND 2.5 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 OE1982'CAMDEN 1942 AND PROJECTS 4 INCHES.
 OE1982'
 OE1982'TO REACH THE STATION FROM THE JUNCTION OF NEW YORK HIGHWAYS
 OE1982'69 AND 13 AT THE STOP LIGHT IN CAMDEN, GO W ON HIGHWAY 69 FOR
 OE1982'0.75 MILE AND TURN LEFT ON A T-ROAD.  GO 0.5 MILE AND TURN RIGHT
 OE1982'ON A T-ROAD.  GO 0.5 MILE AND TURN LEFT BETWEEN TWO BARNS INTO A
 OE1982'FENCED LANE AT THE H. PERKINS RESIDENCE (GET PERMISSION HERE TO
 OE1982'DRIVE ACROSS MR. PERKINS PROPERTY).  FOLLOW THE LANE WESTERLY TO
 OE1982'THE END OF THE FENCE ON THE RIGHT AND THEN TURN RIGHT, N.  GO
 OE1982'ABOUT 0.1 MILE TO ANOTHER E-W ROCK FENCE AND PASS THRU A LOW
 OE1982'PLACE IN IT.  CONTINUE N ALONG THE W SIDE OF ANOTHER ROCK
 OE1982'FENCE TO A GAP IN IT.  PASS THRU THIS GAP AND TURN SHARP LEFT
 OE1982'AGAIN AND PICK THE WAY TO THE SUMMIT OF THE HILL AND THE
 OE1982'STATION.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF NEW
 OE1982'YORK HIGHWAYS 69 AND 13 AT THE STOP LIGHT IN CAMDEN, GO N ON
 OE1982'HIGHWAY 13 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE W SIDE OF
 OE1982'THE HIGHWAY.
 OE1982'
 OE1982'A 100-FOOT SIGNAL AT HAPPY IS VISIBLE AT 123 FEET.  90-FOOT
 OE1982'SIGNALS AT MAPLE AND RILEY ARE VISIBLE AT 37 FEET.  90-FOOT
 OE1982'SIGNALS AT PINE, KALK AND FLORENCE (N.Y.S.S. 1882) ARE VISIBLE
 OE1982'FROM THE GROUND.
 OE1982'
 OE1982'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 OE1982
 OE1982                          STATION RECOVERY (1942)
 OE1982
 OE1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1982'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 OE1982'WAS FOUND TO BE ADEQUATE.
 OE1982
 OE1982                          STATION RECOVERY (1975)
 OE1982
 OE1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1982'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OE1982'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED DESTROYED
 OE1982'BY ROAD WIDENING AND FILL.  DISTANCE AND ANGLES TO REFERENCE MARKS
 OE1982'WERE NOT CHECKED.  VIEW FROM STATION IS BLOCKED IN ALL
 OE1982'DIRECTIONS BY TREES.
 OE1982'
 OE1982'STATION IS LOCATED ON A HILL ABOUT 1/4-MILE SOUTH OF NY RTE. 69,
 OE1982'30 FEET INSIDE A DENSE GROWTH OF APPLE TREES.  STATION MARK IS A
 OE1982'STANDARD DISK STAMPED CAMDEN 1952, SET IN THE TOP OF A SQUARE
 OE1982'CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 33.5 FEET
 OE1982'EAST-SOUTHEAST OF A STONE FENCE, ABOUT OPPOSITE A GATE IN THE
 OE1982'FENCE, AND 9.5 FEET NORTHWEST OF A METAL WITNESS SIGN NAILED
 OE1982'ONTO A 4-INCH MAPLE TREE.
 OE1982'
 OE1982'RM NO. 1 IS A STANDARD DISK STAMPED CAMDEN NO 1 1942, SET IN
 OE1982'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 OE1982'GROUND.  IT IS 5 FEET EAST-SOUTHEAST OF THE STONE FENCE AND 4.5
 OE1982'FEET NORTH OF A 4-INCH APPLE TREE.
 OE1982'
 OE1982'RM NO. 2 IS A STANDARD DISK STAMPED CAMDEN NO 2 1942, SET IN
 OE1982'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 OE1982'FROM GROUND.  IT IS 6 FEET EAST-SOUTHEAST OF THE SOUTH END OF
 OE1982'THE STONE FENCE, 33 FEET WEST OF A TWIN, 10-INCH MAPLE AND 249
 OE1982'FEET SOUTH-SOUTHWEST OF RM 1.
 OE1982'
 OE1982'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 13 AND 69 IN
 OE1982'CAMDEN, GO WEST ON NY RTE. 69 FOR 0.75 MILE TO INTERSECTION OF
 OE1982'DUNBAR RD. ON LEFT.  CONTINUE AHEAD ON RTE. 69 FOR 0.8 MILE TO
 OE1982'FARM HOME OF J.R. SIDORAN ON LEFT.  GO LEFT, BETWEEN HOUSE AND
 OE1982'BARN, AND PROCEED SOUTH AND SOUTHEAST ON FIELD ROADS ABOUT 0.4 MILE
 OE1982'TO STATION ON SUMMIT.
 OE1982'
 OE1982'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1982'1-1/4 MILES WEST OF CAMDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7900 ***********************************************************************
 AA7900  CBN         -  This is a Cooperative Base Network Control Station.
 AA7900  DESIGNATION -  CAMDEN
 AA7900  PID         -  AA7900
 AA7900  STATE/COUNTY-  NY/ONEIDA
 AA7900  USGS QUAD   -  CAMDEN EAST (1955)
 AA7900
 AA7900                         *CURRENT SURVEY CONTROL
 AA7900  ___________________________________________________________________
 AA7900* NAD 83(1996)-  43 20 11.52023(N)    075 44 24.49280(W)     ADJUSTED  
 AA7900* NAVD 88     -       148.6    (meters)     488.     (feet)  GPS OBS   
 AA7900  ___________________________________________________________________
 AA7900  X           -   1,144,516.409 (meters)                     COMP
 AA7900  Y           -  -4,503,294.707 (meters)                     COMP
 AA7900  Z           -   4,354,849.526 (meters)                     COMP
 AA7900  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 AA7900  ELLIP HEIGHT-         115.56  (meters)          (09/18/02) GPS OBS
 AA7900  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AA7900
 AA7900  HORZ ORDER  -  B
 AA7900  ELLP ORDER  -  FOURTH    CLASS II
 AA7900
 AA7900.The horizontal coordinates were established by GPS observations
 AA7900.and adjusted by the National Geodetic Survey in July 1997..
 AA7900
 AA7900.The orthometric height was determined by GPS observations and a
 AA7900.high-resolution geoid model.
 AA7900
 AA7900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7900
 AA7900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7900
 AA7900.The ellipsoidal height was determined by GPS observations
 AA7900.and is referenced to NAD 83.
 AA7900
 AA7900.The geoid height was determined by GEOID03.
 AA7900
 AA7900;                    North         East     Units Scale Factor Converg.
 AA7900;SPC NY C     -   370,900.506   318,374.503   MT  0.99999499   +0 34 43.3
 AA7900;SPC NY C     - 1,216,862.74  1,044,533.68   sFT  0.99999499   +0 34 43.3
 AA7900;UTM  18      - 4,798,453.314   440,002.847   MT  0.99964428   -0 30 28.6
 AA7900
 AA7900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7900!SPC NY C     -   0.99998188  x   0.99999499  =   0.99997687
 AA7900!UTM  18      -   0.99998188  x   0.99964428  =   0.99962616
 AA7900
 AA7900                          SUPERSEDED SURVEY CONTROL
 AA7900
 AA7900  ELLIP H (07/24/97)  115.63   (m)                       GP(       ) 1 1
 AA7900  NAD 83(1992)-  43 20 11.51937(N)    075 44 24.49213(W) AD(       ) B
 AA7900  NAD 83(1992)-  43 20 11.51937(N)    075 44 24.49203(W) AD(       ) B
 AA7900  ELLIP H (08/31/95)  115.58   (m)                       GP(       ) 1 1
 AA7900
 AA7900.Superseded values are not recommended for survey control.
 AA7900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7900.See file dsdata.txt to determine how the superseded data were derived.
 AA7900
 AA7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4000398453(NAD 83)
 AA7900_MARKER: DD = SURVEY DISK
 AA7900_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA7900_SP_SET: TOP OF CONCRETE WINGWALL
 AA7900_STAMPING: CAMDEN CBN 1994
 AA7900_MARK LOGO: NYDT  
 AA7900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7900+STABILITY: POSITION/ELEVATION WELL
 AA7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7900+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AA7900
 AA7900  HISTORY     - Date     Condition        Report By
 AA7900  HISTORY     - 1994     MONUMENTED       NYDT
 AA7900  HISTORY     - 20010301 GOOD             NYDT
 AA7900  HISTORY     - 20050802 GOOD             NYDT
 AA7900
 AA7900                          STATION DESCRIPTION
 AA7900
 AA7900'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7900'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF THE VILLAGE ON
 AA7900'CAMDEN. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA7900' 
 AA7900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 69 IN
 AA7900'THE VILLAGE OF CAMDEN GO SOUTHEAST ON HIGHWAY 69 FOR 1.6 KM (1.0 MI)
 AA7900'TO THE STATION ON THE RIGHT JUST BEFORE REACHING MILE MARKER
 AA7900'69/2602/1071.
 AA7900' 
 AA7900'THE STATION IS A STANDARD DISK SET ON TOP OF THE SOUTHEAST CONCRETE
 AA7900'WINGWALL OF A BRIDGE CARRYING HIGHWAY 69 OVER A SMALL CREEK.
 AA7900
 AA7900                          STATION RECOVERY (2001)
 AA7900
 AA7900'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AA7900'RECOVERED IN GOOD CONDITION.
 AA7900
 AA7900                          STATION RECOVERY (2005)
 AA7900
 AA7900'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 AA7900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2187 ***********************************************************************
 NA2187  DESIGNATION -  CAMEL 1970
 NA2187  PID         -  NA2187
 NA2187  STATE/COUNTY-  NY/CHENANGO
 NA2187  USGS QUAD   -  SIDNEY (1982)
 NA2187
 NA2187                         *CURRENT SURVEY CONTROL
 NA2187  ___________________________________________________________________
 NA2187* NAD 83(1996)-  42 16 49.71822(N)    075 27 18.78567(W)     ADJUSTED  
 NA2187* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 NA2187  ___________________________________________________________________
 NA2187  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 NA2187  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 NA2187
 NA2187  HORZ ORDER  -  SECOND
 NA2187
 NA2187.The horizontal coordinates were established by classical geodetic methods
 NA2187.and adjusted by the National Geodetic Survey in January 1999..
 NA2187
 NA2187.The orthometric height was scaled from a topographic map.
 NA2187
 NA2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2187
 NA2187.The geoid height was determined by GEOID03.
 NA2187
 NA2187;                    North         East     Units Scale Factor Converg.
 NA2187;SPC NY C     -   253,862.628   343,048.397   MT  1.00004399   +0 45 32.4
 NA2187;SPC NY C     -   832,880.97  1,125,484.62   sFT  1.00004399   +0 45 32.4
 NA2187;UTM  18      - 4,681,018.373   462,465.878   MT  0.99961733   -0 18 22.5
 NA2187
 NA2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2187!SPC NY C     -   0.99994236  x   1.00004399  =   0.99998635
 NA2187!UTM  18      -   0.99994236  x   0.99961733  =   0.99955971
 NA2187
 NA2187:                Primary Azimuth Mark                     Grid Az
 NA2187:SPC NY C     -  AFTON 1970                               228 12 46.3
 NA2187:UTM  18      -  AFTON 1970                               229 16 41.2
 NA2187
 NA2187|---------------------------------------------------------------------|
 NA2187| PID    Reference Object                     Distance      Geod. Az  |
 NA2187|                                                           dddmmss.s |
 NA2187| NA2200 AFTON 1970                          APPROX. 9.2 KM 2285818.7 |
 NA2187|---------------------------------------------------------------------|
 NA2187
 NA2187                          SUPERSEDED SURVEY CONTROL
 NA2187
 NA2187  NAD 83(1986)-  42 16 49.72391(N)    075 27 18.78731(W) AD(       ) 2
 NA2187  NAD 27      -  42 16 49.43240(N)    075 27 20.13803(W) AD(       ) 2
 NA2187
 NA2187.Superseded values are not recommended for survey control.
 NA2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2187.See file dsdata.txt to determine how the superseded data were derived.
 NA2187
 NA2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6246681018(NAD 83)
 NA2187_MARKER: A = ALUMINUM MARKER
 NA2187_SETTING: 0 = UNSPECIFIED SETTING
 NA2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2187
 NA2187  HISTORY     - Date     Condition        Report By
 NA2187  HISTORY     - 1970     MONUMENTED       NYDT
 NA2187
 NA2187                          STATION DESCRIPTION
 NA2187
 NA2187'DESCRIBED BY NY DEPT OF TRANSP 1970 (DCW)
 NA2187'THE STATION IS A PUNCH MARK ON TOP OF AN ALUMINMUN CAP ON A 5/8
 NA2187'IN IRON PIN SET 0.1 FT BELOW GROUND AND STAMPED DCW-CAMEL.
 NA2187'
 NA2187'IT IS 138.29 FT E OF N AND R IN FENCE POST, 103.07 FT NNW OF
 NA2187'A 15 IN MAPLE TREE, 37.62 FT S OF A 3 IN ASPEN TREE, AND
 NA2187'3.30 FT SSE OF A WITNESS POST.
 NA2187'
 NA2187'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES N.Y. 7
 NA2187'AND N.Y. 206 IN THE VILLAGE OF BAINBRIDGE, CHENANGO COUNTY, NEW
 NA2187'YORK, PROCEED EAST ALONG N.Y. ROUTE 206 1.2 MILES A FARM DRIVE
 NA2187'ON THE LEFT TURN LEFT AND GO ABOUT 0.05 MILE TO THE END OF
 NA2187'DRIVE.  THEN WALK AROUND THE GARAGE THROUGH THE GATE 0.5 MILE
 NA2187'EAST UPHILL TO THE STATION AT THE END OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0591 ***********************************************************************
 PH0591  DESIGNATION -  CAMP
 PH0591  PID         -  PH0591
 PH0591  STATE/COUNTY-  NY/ST LAWRENCE
 PH0591  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0591
 PH0591                         *CURRENT SURVEY CONTROL
 PH0591  ___________________________________________________________________
 PH0591* NAD 83(1986)-  44 59 49.     (N)    074 45 48.     (W)     SCALED    
 PH0591* NAVD 88     -        55.031  (meters)     180.55   (feet)  ADJUSTED  
 PH0591  ___________________________________________________________________
 PH0591  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PH0591  DYNAMIC HT  -          55.030 (meters)     180.54  (feet)  COMP
 PH0591  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 PH0591
 PH0591  VERT ORDER  -  FIRST     CLASS 0
 PH0591
 PH0591.The horizontal coordinates were scaled from a topographic map and have
 PH0591.an estimated accuracy of +/- 6 seconds.
 PH0591
 PH0591.The orthometric height was determined by differential leveling
 PH0591.and adjusted by the National Geodetic Survey in June 1991..
 PH0591
 PH0591.The geoid height was determined by GEOID03.
 PH0591
 PH0591.The dynamic height is computed by dividing the NAVD 88
 PH0591.geopotential number by the normal gravity value computed on the
 PH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0591.degrees latitude (g = 980.6199 gals.).
 PH0591
 PH0591.The modeled gravity was interpolated from observed gravity values.
 PH0591
 PH0591;                    North         East    Units  Estimated Accuracy
 PH0591;SPC NY E     -   684,570.      129,240.      MT  (+/- 180 meters Scaled)
 PH0591
 PH0591                          SUPERSEDED SURVEY CONTROL
 PH0591
 PH0591  NGVD 29 (??/??/92)   55.144  (m)          180.92   (f) ADJ UNCH    1 0
 PH0591
 PH0591.Superseded values are not recommended for survey control.
 PH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0591.See file dsdata.txt to determine how the superseded data were derived.
 PH0591
 PH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ186826(NAD 83)
 PH0591_MARKER: Z = SEE DESCRIPTION
 PH0591_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0591+WITH SETTING: INTO GROUND
 PH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0591+STABILITY: SURFACE MOTION
 PH0591
 PH0591  HISTORY     - Date     Condition        Report By
 PH0591  HISTORY     - UNK      MONUMENTED       USLS
 PH0591  HISTORY     - 1969     GOOD             USLS
 PH0591
 PH0591                          STATION DESCRIPTION
 PH0591
 PH0591'DESCRIBED BY US LAKE SURVEY 1969
 PH0591'IN MASSENA POINT.
 PH0591'IS IN ST. LAWRENCE COUNTY, NEW YORK, ON SOUTHEAST END OF MASSENA
 PH0591'POINT, APPROXIMATELY 1,000 FEET WEST OF EAST END OF THE POINT, 1/4
 PH0591'MILE SOUTH OF OLD RIVER ROAD, AT H-8 GAGE SITE, NEAR AREA USED AS GIRL
 PH0591'SCOUT CAMP, 57.7 FEET SOUTHERLY OF A TRIANGULAR BLAZE IN A 24-INCHE
 PH0591'SPRUCE, 49.3 FEET SOUTHWEST OF A TRIANGULAR BLAZE IN AN 8-INCH OAK,
 PH0591'35.1 FEET NORTHWEST OF A TRIANGULAR BLAZE IN AN 18-INCH OAK, 16.2 FEET
 PH0591'NORTHERLY OF 30-INCH DIAMETER STEEL GAGE PIPE, 7.1 FEET NORTHEAST OF A
 PH0591'TRIANGULAR BLAZE IN A 8-INCH LOCUST, 4.4 FEET NORTH OF UTILITY POLE
 PH0591'NO. 171-1A, 1-1/4 FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 PH0591'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH DIAMETER
 PH0591'GALVANIZED STEEL PIPE, 28 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 PH0591'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER
 PH0591'CONCRETE PIPE, WITH COVER 3/4-FOOT BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0744 ***********************************************************************
 OG0744  DESIGNATION -  CAMP
 OG0744  PID         -  OG0744
 OG0744  STATE/COUNTY-  NY/NIAGARA
 OG0744  USGS QUAD   -  
 OG0744
 OG0744                         *CURRENT SURVEY CONTROL
 OG0744  ___________________________________________________________________
 OG0744* NAD 83(1996)-  43 16 38.39642(N)    078 59 28.74474(W)     ADJUSTED  
 OG0744* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 OG0744  ___________________________________________________________________
 OG0744  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OG0744  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 OG0744
 OG0744  HORZ ORDER  -  SECOND
 OG0744
 OG0744.The horizontal coordinates were established by classical geodetic methods
 OG0744.and adjusted by the National Geodetic Survey in January 1999..
 OG0744
 OG0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0744
 OG0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0744
 OG0744.The geoid height was determined by GEOID03.
 OG0744
 OG0744;                    North         East     Units Scale Factor Converg.
 OG0744;SPC NY W     -   364,059.288   316,884.601   MT  0.99995098   -0 16 46.9
 OG0744;SPC NY W     - 1,194,417.85  1,039,645.56   sFT  0.99995098   -0 16 46.9
 OG0744;UTM  17      - 4,793,571.826   662,988.147   MT  0.99992679   +1 22 38.3
 OG0744
 OG0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0744!SPC NY W     -   0.99999250  x   0.99995098  =   0.99994348
 OG0744!UTM  17      -   0.99999250  x   0.99992679  =   0.99991929
 OG0744
 OG0744|---------------------------------------------------------------------|
 OG0744| PID    Reference Object                     Distance      Geod. Az  |
 OG0744|                                                           dddmmss.s |
 OG0744| CZ9814 CAMP RM 1                            33.380 METERS 07856     |
 OG0744| CZ9815 CAMP RM 2                            26.350 METERS 17418     |
 OG0744| OG0738 POWER                               APPROX.12.8 KM 1770131.7 |
 OG0744| OG0745 CAMP 2                               28.827 METERS 19822     |
 OG0744|---------------------------------------------------------------------|
 OG0744
 OG0744                          SUPERSEDED SURVEY CONTROL
 OG0744
 OG0744  NAD 83(1986)-  43 16 38.40211(N)    078 59 28.74419(W) AD(       ) 2
 OG0744  NAD 27      -  43 16 38.20506(N)    078 59 29.58234(W) AD(       ) 2
 OG0744  NGVD 29 (07/19/86)   84.1    (m)          276.     (f) VERT ANG       
 OG0744
 OG0744.Superseded values are not recommended for survey control.
 OG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0744.See file dsdata.txt to determine how the superseded data were derived.
 OG0744
 OG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6298893572(NAD 83)
 OG0744_MARKER: DD = SURVEY DISK
 OG0744_SETTING: 0 = UNSPECIFIED SETTING
 OG0744
 OG0744  HISTORY     - Date     Condition        Report By
 OG0744  HISTORY     - 1972     MONUMENTED       USGS
 OG0744  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OG0744
 OG0744                          STATION DESCRIPTION
 OG0744
 OG0744'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (DMW)
 OG0744'STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF YOUNGSTOWN,
 OG0744'AT FOUR MILE CREEK STATE PARK ON CAMPSITE NO. 232.
 OG0744'
 OG0744'TO REACH FROM THE PARK ENTRANCE, TURN RIGHT AND GO 0.2 MILE,
 OG0744'TURN LEFT AND GO 0.2 MI TO STATION ON LEFT.
 OG0744'
 OG0744'THE STATION IS 105.5 FEET NORTH OF THE CENTERLINE OF ROAD,
 OG0744'21.5 FEET SOUTH OF THE EDGE OF THE BANK, 9.5 FEET WEST OF THE
 OG0744'EAST EDGE OF A SMALL WOODED AREA, STAMPED ET CAMP 1972
 OG0744'
 OG0744'REFERENCE MARK NO. 1 IS EAST OF STATION, 126 FEET NORTH OF THE
 OG0744'CENTERLINE OF ROAD ALONG LINE SEPERATING LOT 236 AND 238, 23.5
 OG0744'FEET WEST OF A 12-INCH BIRCH TREE, 7 FEET SOUTHWEST OF 18-INCH
 OG0744'BOX ELDER TREE, STAMPED ET CAMP 1972 RM 1
 OG0744'
 OG0744'REFERENCE MARK NO. 2 IS SOUTH OF STATION, 70.5 FEET EAST OF A
 OG0744'DRINKING FOUNTAIN WITH CONCRETE BASE, 19 FEET NORTH OF THE
 OG0744'CENTERLINE OF ROAD, 1.2 FEET WEST OF A WOODEN POST NOTING LOTS
 OG0744'232 AND 234, STAMPED ET CAMP 1972 RM 2
 OG0744'
 OG0744'NO AZIMUTH MARK WAS SET AS ET WILSON IS VISIBLE FROM THE GROUND.
 OG0744'
 OG0744'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 ARE FLUSH
 OG0744'WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER-COATED
 OG0744'STEEL RODS DRIVEN TO REFUSAL, CENTERED IN 6-IN. DIAMETER TILES
 OG0744'12-IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 OG0744'
 OG0744'HEIGHT OF LIGHT ABOVE STATION MARK 5.02 FT.
 OG0744
 OG0744                          STATION RECOVERY (1973)
 OG0744
 OG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OG0744'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 OG0744'STATION MARK WAS ONLY 2 FEET FROM LAKE BANK, WHICH HAD BEEN WORN
 OG0744'AWAY BY UNUSUALLY HEAVY STORMS DURING THE WINTER OF 1972-73.  A
 OG0744'NEW STATION, ET CAMP 2, WAS ESTABLISHED IN THE VICINITY.
 OG0744'
 OG0744'RM 1 WAS LEFT IN PLACE, BUT WILL SOON BE LOST BY EROSION, AS
 OG0744'IT IS ONLY 2 FEET FROM EDGE OF BANK.  RM 2 WAS USED AS A
 OG0744'REFERENCE MARK FOR ET CAMP 2.  JUST AS FIELD WORK WAS ABOUT
 OG0744'COMPLETED THE BANK AT OLD STATION MARK BROKE OFF AND THE STATION
 OG0744'MONUMENT SLID DOWN TO THE LAKE AND THE MARK WAS NOT
 OG0744'RETRIEVED.  ALSO, FOR THIS REASON, MEASUREMENT WAS NOT MADE TO
 OG0744'RM 1.
 OG0744'
 OG0744'FOR FURTHER INFORMATION SEE DESCRIPTION FOR ET CAMP 2.
 OG0744'
 OG0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OG0744'2 MILES NE OF YOUNGSTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2153 ***********************************************************************
 MZ2153  DESIGNATION -  CAMP
 MZ2153  PID         -  MZ2153
 MZ2153  STATE/COUNTY-  NY/ULSTER
 MZ2153  USGS QUAD   -  SAUGERTIES (1978)
 MZ2153
 MZ2153                         *CURRENT SURVEY CONTROL
 MZ2153  ___________________________________________________________________
 MZ2153* NAD 83(1996)-  42 01 22.79092(N)    073 56 25.50604(W)     ADJUSTED  
 MZ2153* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2153  ___________________________________________________________________
 MZ2153  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MZ2153  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MZ2153
 MZ2153  HORZ ORDER  -  THIRD
 MZ2153
 MZ2153.The horizontal coordinates were established by classical geodetic methods
 MZ2153.and adjusted by the National Geodetic Survey in January 1999..
 MZ2153
 MZ2153.The orthometric height was scaled from a topographic map.
 MZ2153
 MZ2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2153
 MZ2153.The geoid height was determined by GEOID03.
 MZ2153
 MZ2153;                    North         East     Units Scale Factor Converg.
 MZ2153;SPC NY E     -   354,305.691   196,340.513   MT  0.99992642   +0 22 28.6
 MZ2153;SPC NY E     - 1,162,417.92    644,160.50   sFT  0.99992642   +0 22 28.6
 MZ2153;UTM  18      - 4,652,872.633   587,720.957   MT  0.99969468   +0 42 33.7
 MZ2153
 MZ2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2153!SPC NY E     -   1.00000500  x   0.99992642  =   0.99993142
 MZ2153!UTM  18      -   1.00000500  x   0.99969468  =   0.99969968
 MZ2153
 MZ2153|---------------------------------------------------------------------|
 MZ2153| PID    Reference Object                     Distance      Geod. Az  |
 MZ2153|                                                           dddmmss.s |
 MZ2153| DA3190 CAMP RM 1                             8.514 METERS 17703     |
 MZ2153| DA3191 CAMP RM 2                            11.540 METERS 27424     |
 MZ2153| MZ2148 ANDERSON                            APPROX. 0.8 KM 3482006.8 |
 MZ2153| MZ2164 GLASCO WASHBURN BRICK CO S STK      APPROX. 1.6 KM 3500900.3 |
 MZ2153|---------------------------------------------------------------------|
 MZ2153
 MZ2153                          SUPERSEDED SURVEY CONTROL
 MZ2153
 MZ2153  NAD 83(1986)-  42 01 22.78927(N)    073 56 25.50735(W) AD(       ) 3
 MZ2153  NAD 27      -  42 01 22.46100(N)    073 56 27.01700(W) AD(       ) 3
 MZ2153
 MZ2153.Superseded values are not recommended for survey control.
 MZ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2153.See file dsdata.txt to determine how the superseded data were derived.
 MZ2153
 MZ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8772152873(NAD 83)
 MZ2153_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2153
 MZ2153  HISTORY     - Date     Condition        Report By
 MZ2153  HISTORY     - 1934     MONUMENTED       CGS
 MZ2153  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2153
 MZ2153                          STATION DESCRIPTION
 MZ2153
 MZ2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2153'ON THE WESTERN SHORE OF THE HUDSON RIVER 3 MILES S OF SAUGERTIES,
 MZ2153'1/2 MILE N OF TURKEY POINT, WHERE AN OLD SEA WALL JUTS OUT INTO
 MZ2153'THE RIVER 75 YARDS.  STATION IS 8 FEET FROM EDGE OF SEA WALL,
 MZ2153'30 YARDS FROM SOUTHERN END, AND PROJECTS 4 INCHES ABOVE GROUND.
 MZ2153'
 MZ2153'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2153'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2153
 MZ2153                          STATION RECOVERY (1935)
 MZ2153
 MZ2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2153'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT MEASUREMENTS
 MZ2153'WERE CORRECTED AND SUPPLEMENTED AS PER SKETCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0745 ***********************************************************************
 OG0745  DESIGNATION -  CAMP 2
 OG0745  PID         -  OG0745
 OG0745  STATE/COUNTY-  NY/NIAGARA
 OG0745  USGS QUAD   -  
 OG0745
 OG0745                         *CURRENT SURVEY CONTROL
 OG0745  ___________________________________________________________________
 OG0745* NAD 83(1996)-  43 16 37.50992(N)    078 59 29.14773(W)     ADJUSTED  
 OG0745* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 OG0745  ___________________________________________________________________
 OG0745  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OG0745  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 OG0745
 OG0745  HORZ ORDER  -  SECOND
 OG0745
 OG0745.The horizontal coordinates were established by classical geodetic methods
 OG0745.and adjusted by the National Geodetic Survey in January 1999..
 OG0745
 OG0745.The orthometric height was scaled from a topographic map.
 OG0745
 OG0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0745
 OG0745.The geoid height was determined by GEOID03.
 OG0745
 OG0745;                    North         East     Units Scale Factor Converg.
 OG0745;SPC NY W     -   364,031.976   316,875.381   MT  0.99995099   -0 16 47.1
 OG0745;SPC NY W     - 1,194,328.24  1,039,615.31   sFT  0.99995099   -0 16 47.1
 OG0745;UTM  17      - 4,793,544.259   662,979.721   MT  0.99992676   +1 22 38.0
 OG0745
 OG0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0745!SPC NY W     -   0.99999252  x   0.99995099  =   0.99994351
 OG0745!UTM  17      -   0.99999252  x   0.99992676  =   0.99991928
 OG0745
 OG0745|---------------------------------------------------------------------|
 OG0745| PID    Reference Object                     Distance      Geod. Az  |
 OG0745|                                                           dddmmss.s |
 OG0745| OG0744 CAMP                                 28.827 METERS 01822     |
 OG0745| CZ9814 CAMP RM 1                            53.760 METERS 05105     |
 OG0745| CZ9815 CAMP RM 2                            11.760 METERS 08430     |
 OG0745| CZ9816 CAMP 2 RM 3                           9.486 METERS 27716     |
 OG0745|---------------------------------------------------------------------|
 OG0745
 OG0745                          SUPERSEDED SURVEY CONTROL
 OG0745
 OG0745  NAD 83(1986)-  43 16 37.51562(N)    078 59 29.14717(W) AD(       ) 2
 OG0745  NAD 27      -  43 16 37.31856(N)    078 59 29.98533(W) AD(       ) 2
 OG0745
 OG0745.Superseded values are not recommended for survey control.
 OG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0745.See file dsdata.txt to determine how the superseded data were derived.
 OG0745
 OG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6298093544(NAD 83)
 OG0745_MARKER: DS = TRIANGULATION STATION DISK
 OG0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0745
 OG0745  HISTORY     - Date     Condition        Report By
 OG0745  HISTORY     - 1973     MONUMENTED       NGS
 OG0745
 OG0745                          STATION DESCRIPTION
 OG0745
 OG0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OG0745'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF YOUNGSTOWN, IN
 OG0745'FOUR MILE CREEK STATE PARK, ON CAMPSITE NO. 232, WHICH IS ALONG
 OG0745'NORTH SIDE OF PARK, NEAR LAKE SHORE.
 OG0745'
 OG0745'TO REACH STATION FROM THE PARK ENTRANCE GATE, GO RIGHT, ON
 OG0745'MACADAM DRIVE, FOR 0.2 MILE.  TAKE LEFT FORK AND GO 0.2 MILE
 OG0745'TO STATION ON LEFT.
 OG0745'
 OG0745'STATION MARK IS A STANDARD DISK STAMPED ET CAMP 2 USGS 1973,
 OG0745'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT 1 INCH
 OG0745'BELOW LAWN SURFACE.  IT IS 92 FEET SOUTH OF LAKE BANK, 29 FEET
 OG0745'WEST OF CENTER LINE OF GRAVELED, CAMPER PARKING LOT NO. 232, 32.0
 OG0745'FEET EAST-SOUTHEAST OF CENTER OF A STONE BLOCK DRINKING FOUNTAIN,
 OG0745'AND 9 FEET NORTH OF EDGE OF MACADAM DRIVEWAY.
 OG0745'
 OG0745'REFERENCE MARK NUMBER TWO IS A STANDARD USGS RM DISK, STAMPED
 OG0745'ET CAMP RM 2 1972, CRIMPED INTO THE TOP OF A 1/2-INCH, COPPER
 OG0745'ROD DRIVEN INTO THE GROUND, AND SETS INSIDE A 6-INCH-DIAMETER,
 OG0745'RED SEWER PIPE PROJECTING 3 INCHES ABOVE LAWN.  IT IS 4 FEET
 OG0745'EAST OF EAST EDGE OF THE GRAVELED PARKING LOT AND 1 FOOT WEST
 OG0745'OF A MARKER POST BETWEEN PARKING LOTS 232 AND 234.
 OG0745'
 OG0745'REFERENCE MARK NUMBER THREE IS A STANDARD NGS DISK STAMPED ET
 OG0745'CAMP 2 USGS NO 3 1973, CEMENTED IN A DRILL HOLE IN NORTHEAST
 OG0745'CORNER OF A 4-FOOT-SQUARE, CONCRETE FOUNDATION OF A STONE
 OG0745'BLOCK DRINKING FOUNTAIN.
 OG0745'
 OG0745'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ET CAMP 2
 OG0745'USGS 1973, SET IN CONCRETE 3 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4422 ***********************************************************************
 KU4422  DESIGNATION -  CAMP GRANT
 KU4422  PID         -  KU4422
 KU4422  STATE/COUNTY-  NY/SUFFOLK
 KU4422  USGS QUAD   -  WADING RIVER (1967)
 KU4422
 KU4422                         *CURRENT SURVEY CONTROL
 KU4422  ___________________________________________________________________
 KU4422* NAD 83(1996)-  40 57 46.99696(N)    072 45 40.36505(W)     ADJUSTED  
 KU4422* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 KU4422  ___________________________________________________________________
 KU4422  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KU4422  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KU4422
 KU4422  HORZ ORDER  -  FIRST
 KU4422
 KU4422.The horizontal coordinates were established by classical geodetic methods
 KU4422.and adjusted by the National Geodetic Survey in January 1999..
 KU4422
 KU4422.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4422
 KU4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4422
 KU4422.The geoid height was determined by GEOID03.
 KU4422
 KU4422;                    North         East     Units Scale Factor Converg.
 KU4422;SPC NY L     -    89,174.030   404,279.985   MT  0.99999684   +0 48 37.0
 KU4422;SPC NY L     -   292,565.13  1,326,375.25   sFT  0.99999684   +0 48 37.0
 KU4422;UTM  18      - 4,537,069.450   688,397.381   MT  1.00003687   +1 28 05.2
 KU4422
 KU4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4422!SPC NY L     -   0.99999647  x   0.99999684  =   0.99999331
 KU4422!UTM  18      -   0.99999647  x   1.00003687  =   1.00003334
 KU4422
 KU4422:                Primary Azimuth Mark                     Grid Az
 KU4422:SPC NY L     -  ALEX BOSINSKIS BARN CUPOLA               095 08 52.1
 KU4422:UTM  18      -  ALEX BOSINSKIS BARN CUPOLA               094 29 23.9
 KU4422
 KU4422|---------------------------------------------------------------------|
 KU4422| PID    Reference Object                     Distance      Geod. Az  |
 KU4422|                                                           dddmmss.s |
 KU4422| KU4362 ALEX BOSINSKIS BARN CUPOLA          APPROX. 3.2 KM 0955729.1 |
 KU4422| KU4264 AQUEBOGUE CONG CHURCH SPIRE         APPROX.11.9 KM 0984720.3 |
 KU4422| CB8338 CAMP GRANT RM 1                      24.050 METERS 10945     |
 KU4422| KU4364 BAITING HOLLOW SPIRE                APPROX. 1.7 KM 1130039.6 |
 KU4422| KU4350 RIVERHEAD HIGH SCHOOL CUPOLA        APPROX. 8.9 KM 1202116.3 |
 KU4422| KU4347 RIVERHEAD SUFFOLK CO BRICK STK      APPROX. 9.4 KM 1213318.8 |
 KU4422| KU4349 RIVERHEAD SUFFOLK CO STEEL STK      APPROX. 9.4 KM 1213514.3 |
 KU4422| KU4359 RIVERHEAD ST ISADORE CH E TWR       APPROX. 8.8 KM 1222752.5 |
 KU4422| KU4358 RIVERHEAD ST ISADORE CH W TWR       APPROX. 8.8 KM 1223204.8 |
 KU4422| KU4357 RIVERHEAD ICE CORP STK              APPROX. 8.8 KM 1233446.1 |
 KU4422| KU4356 RIVERHEAD MUNICIPAL TANK            APPROX. 8.5 KM 1245904.5 |
 KU4422| CB8337 CAMP GRANT AZ MK 2                                 1482845.3 |
 KU4422| CB8336 CAMP GRANT AZ MK                                   1604344.5 |
 KU4422| KU4363 CALVERTON PRESB CHURCH CUPOLA       APPROX. 4.3 KM 1604657.9 |
 KU4422| KU4365 CALVERTON SCHOOL CUPOLA             APPROX. 4.3 KM 1615237.8 |
 KU4422| KU4421 CALVERTON WOODEN TANK               APPROX. 4.0 KM 1910905.7 |
 KU4422| CB8339 CAMP GRANT RM 2                      25.666 METERS 20628     |
 KU4422| KU4416 WILDWOOD STATE PARK ELEV TANK       APPROX. 3.8 KM 2710549.4 |
 KU4422|---------------------------------------------------------------------|
 KU4422
 KU4422                          SUPERSEDED SURVEY CONTROL
 KU4422
 KU4422  NAD 83(1996)-  40 57 46.99815(N)    072 45 40.36513(W) AD(       ) 1
 KU4422  NAD 83(1992)-  40 57 46.99689(N)    072 45 40.36471(W) AD(       ) 1
 KU4422  NAD 83(1986)-  40 57 47.00056(N)    072 45 40.36812(W) AD(       ) 1
 KU4422  NAD 27      -  40 57 46.64993(N)    072 45 42.00022(W) AD(       ) 1
 KU4422  NGVD 29 (07/19/86)   53.8    (m)          177.     (f) VERT ANG       
 KU4422
 KU4422.Superseded values are not recommended for survey control.
 KU4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4422.See file dsdata.txt to determine how the superseded data were derived.
 KU4422
 KU4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8839737069(NAD 83)
 KU4422_MARKER: DS = TRIANGULATION STATION DISK
 KU4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4422+STABILITY: SURFACE MOTION
 KU4422
 KU4422  HISTORY     - Date     Condition        Report By
 KU4422  HISTORY     - 1939     MONUMENTED       CGS
 KU4422  HISTORY     - 1966     GOOD             CGS
 KU4422  HISTORY     - 1967     GOOD             CGS
 KU4422  HISTORY     - 19980924 MARK NOT FOUND   USPSQD
 KU4422
 KU4422                          STATION DESCRIPTION
 KU4422
 KU4422'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU4422'STATION IS 2-1/2 MILES NORTHERLY FROM CALVERTON AND NW OF BAITING
 KU4422'HOLLOW, AND 0.1 MILE E OF EDWARDS AVENUE ON A WOODED KNOLL 1/4
 KU4422'MILE S OF LONG ISLAND SOUND, ON THE S SIDE OF CAMP GRANT PROPERTY
 KU4422'(CAMP FOR UNDERPRIVILEGED BOYS).  THE STATION IS E OF THE CAMPS
 KU4422'BASEBALL FIELD, N OF CULTIVATED FIELD, 58 FEET N OF A SMALL
 KU4422'(STEEL POLE) POWER LINE, 13.8 FEET S OF AN 8-INCH CEDAR AND 16
 KU4422'FEET N OF AN 8-INCH CEDAR.
 KU4422'
 KU4422'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KU4422'DISKS SET IN CONCRETE.
 KU4422'
 KU4422'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KU4422'BOULDER.
 KU4422'
 KU4422'REFERENCE MARKS ARE ON THE S SLOPE OF THE KNOLL ON THE EDGE OF
 KU4422'CLEARED GROUND.  AZIMUTH MARK IS 0.2 MILE S OF STATION ON S EDGE
 KU4422'OF A CULTIVATED FIELD IN A BOULDER FLUSH WITH THE SURFACE.
 KU4422'
 KU4422'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KU4422
 KU4422                          STATION RECOVERY (1966)
 KU4422
 KU4422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU4422'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 KU4422'BY F.R.G. IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--THE STATION IS
 KU4422'STAMPED CAMP GRANT 1939 AND PROJECTS ABOUT 2 INCHES ABOVE THE
 KU4422'GROUND.  TO REACH FROM THE INTERSECTION OF 25A AND EDWARDS
 KU4422'AVENUE, GO NORTH AND NORTHWEST ON EDWARDS AVENUE FOR 0.9 MILE TO
 KU4422'DIRT ROAD AND CAMP GRANT BASEBALL FIELD.  GO EAST ON DIRT ROAD
 KU4422'FOR 0.1 MILE.  THE STATION IS ON THE LEFT AT THE TOP OF A WOODED
 KU4422'KNOLL AND 4 FEET SOUTH OF A METAL WITNESS POST.  THE R. M.S ARE
 KU4422'STAMPED CAMP GRANT NO 1 1939 AND CAMP GRANT NO 2 1939 AZ
 KU4422'AND IS ABOUT 500 FEET EAST OF EDWARDS AVENUE ON THE NORTH SIDE
 KU4422'OF A FIELD ROAD WHICH RUNS ALONG THE SOUTH SIDE OF A CULTIVATED
 KU4422'FIELD.
 KU4422'
 KU4422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4422'0.75 MILE FROM BAITING HOLLOW.
 KU4422
 KU4422                          STATION RECOVERY (1967)
 KU4422
 KU4422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4422'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KU4422'RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF THE PROPERTY
 KU4422'OWNER THE AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK 2
 KU4422'WAS ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 1
 KU4422'CHECKED BUT A DIFFERENCE WAS FOUND IN THE DISTANCE.  THE DISTANCE
 KU4422'AND DIRECTION TO REFERENCE MARK 2 DID NOT CHECK.  FOLLOWING IS A
 KU4422'NEW DESCRIPTION.
 KU4422'
 KU4422'THE STATION IS LOCATED ON A HIGH WOODED AREA, 5-3/4 MILES
 KU4422'NORTHWEST OF RIVERHEAD, 1 MILE NORTH-NORTHWEST OF CALVERTON,
 KU4422'1 MILE WEST OF BAITING HOLLOW AND ON PROPERTY OF MR. ANTHONEY
 KU4422'J. SESSA OF 185 MONTAGUE STREET, BROOKLYN, NEW YORK.
 KU4422'
 KU4422'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25
 KU4422'AND COUNTY ROAD 58 AT THE WEST EDGE OF RIVERHEAD, GO WEST ON
 KU4422'STATE HIGHWAY 25 FOR 1.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 KU4422'NORTH ON EDWARDS AVENUE FOR 2.05 MILES TO A CROSSROAD (SOUND
 KU4422'AVENUE).  (THE AZIMUTH MARK IS 0.2 MILE EAST OF THIS CROSSROAD
 KU4422'AND ON THE NORTH SIDE OF SOUND AVENUE).  CONTINUE NORTH ON
 KU4422'EDWARDS AVENUE FOR 0.45 MILE TO A TRACK ROAD RIGHT AT THE
 KU4422'SOUTHWEST CORNER OF A BALL FIELD.  TURN RIGHT, GO EAST ON THE
 KU4422'TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION
 KU4422'ON THE LEFT.
 KU4422'
 KU4422'THE STATION MARK IS A STANDARD DISK STAMPED CAMP GRANT 1939, SET
 KU4422'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KU4422'INCHES ABOVE THE GROUND.  IT IS 80 FEET NORTH OF THE TRACK ROAD,
 KU4422'39 FEET NORTHEAST OF A 16-INCH PINE TREE, 14 FEET WEST OF A
 KU4422'16-INCH TWIN FORKED PINE TREE AND 4.3 FEET SOUTHWEST OF A METAL
 KU4422'WITNESS POST.
 KU4422'
 KU4422'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMP GRANT 1939 NO 1,
 KU4422'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KU4422'2 INCHES ABOVE THE GROUND.  IT IS 66 FEET SOUTHEAST OF THE TWIN
 KU4422'FORKED PINE TREE, 15 FEET WEST-NORTHWEST OF A 24 INCH POPLAR TREE
 KU4422'AND ABOUT 6 FEET LOWER THAN THE STATION.
 KU4422'
 KU4422'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMP GRANT 1939 NO 2,
 KU4422'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KU4422'GROUND.  IT IS 88.5 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST,
 KU4422'45.1 FEET SOUTH-SOUTHEAST OF A 12 INCH PINE TREE AND ABOUT 2 FEET
 KU4422'LOWER THAN THE STATION.
 KU4422'
 KU4422'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMP GRANT AZ 2 1967,
 KU4422'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KU4422'WITH THE GROUND.  IT IS 44 FEET NORTHWEST OF TELEPHONE POLE NO.
 KU4422'799, 20.6 FEET NORTH OF THE CENTER OF SOUND AVENUE, 2.5 FEET EAST
 KU4422'OF TELEPHONE POLE NO. 164 AND 1.6 FEET SOUTHEAST OF A METAL
 KU4422'WITNESS POST.
 KU4422'
 KU4422'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 KU4422
 KU4422                          STATION RECOVERY (1998)
 KU4422
 KU4422'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU4422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4609 ***********************************************************************
 LX4609  DESIGNATION -  CAMP OLYMPUS FLAGPOLE
 LX4609  PID         -  LX4609
 LX4609  STATE/COUNTY-  NY/ULSTER
 LX4609  USGS QUAD   -  KINGSTON EAST (1980)
 LX4609
 LX4609                         *CURRENT SURVEY CONTROL
 LX4609  ___________________________________________________________________
 LX4609* NAD 83(1996)-  41 53 07.42561(N)    073 57 42.48774(W)     ADJUSTED  
 LX4609* NAVD 88     -                                                        
 LX4609  ___________________________________________________________________
 LX4609  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LX4609  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LX4609
 LX4609  HORZ ORDER  -  THIRD
 LX4609
 LX4609.The horizontal coordinates were established by classical geodetic methods
 LX4609.and adjusted by the National Geodetic Survey in January 1999..
 LX4609
 LX4609
 LX4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4609
 LX4609.The geoid height was determined by GEOID03.
 LX4609
 LX4609;                    North         East     Units Scale Factor Converg.
 LX4609;SPC NY E     -   339,012.065   194,665.627   MT  0.99992454   +0 21 33.6
 LX4609;SPC NY E     - 1,112,242.08    638,665.48   sFT  0.99992454   +0 21 33.6
 LX4609;UTM  18      - 4,637,573.053   586,135.702   MT  0.99969130   +0 41 35.5
 LX4609
 LX4609                          SUPERSEDED SURVEY CONTROL
 LX4609
 LX4609  NAD 83(1986)-  41 53 07.42670(N)    073 57 42.48704(W) AD(       ) 4
 LX4609  NAD 27      -  41 53 07.09700(N)    073 57 43.99500(W) AD(       ) 3
 LX4609
 LX4609.Superseded values are not recommended for survey control.
 LX4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4609.See file dsdata.txt to determine how the superseded data were derived.
 LX4609
 LX4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8613637573(NAD 83)
 LX4609
 LX4609  HISTORY     - Date     Condition        Report By
 LX4609  HISTORY     - 1933     MONUMENTED       CGS
 LX4609  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4609
 LX4609                          STATION DESCRIPTION
 LX4609
 LX4609'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4609'THIS STATION IS A SHORT FLAGPOLE ON TOP OF A HOUSE WITH A
 LX4609'BANNISTER AROUND THE BASE OF THE FLAGPOLE.  THIS IS AT CAMP
 LX4609'OLYMPUS, OWNED BY F.C. CHAFFEE, AND IS UP ON THE HILL W OF
 LX4609'STATION SUNOCO 1933.
 LX4609'
 LX4609'SUNOCO IS ON THE SUN OIL COMPANYS DOCK ON THE HUDSON RIVER.  IT
 LX4609'IS ABOUT 3/4 OF A MILE N OF HEMLOCK POINT AND 1-1/2 MILES S OF
 LX4609'PORT EWEN, NEW YORK.  IT CAN BE REACHED BY TAKING THE RIVER
 LX4609'ROAD WHICH RUNS BETWEEN PORT EWEN AND ULSTER PARK.  SKETCH GIVES
 LX4609'FURTHER DETAILS.
 LX4609'
 LX4609'HEIGHT OF SIGNAL ABOVE STATION MARK 10.0 METERS.
 LX4609
 LX4609                          STATION RECOVERY (1935)
 LX4609
 LX4609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4609'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4630 ***********************************************************************
 KV4630  DESIGNATION -  CAMP PRATT FLAGPOLE
 KV4630  PID         -  KV4630
 KV4630  STATE/COUNTY-  NY/RICHMOND
 KV4630  USGS QUAD   -  ARTHUR KILL (1981)
 KV4630
 KV4630                         *CURRENT SURVEY CONTROL
 KV4630  ___________________________________________________________________
 KV4630* NAD 83(1996)-  40 30 45.90876(N)    074 12 17.04145(W)     ADJUSTED  
 KV4630* NAVD 88     -                                                        
 KV4630  ___________________________________________________________________
 KV4630  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 KV4630  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4630
 KV4630  HORZ ORDER  -  THIRD
 KV4630
 KV4630.The horizontal coordinates were established by classical geodetic methods
 KV4630.and adjusted by the National Geodetic Survey in January 1999..
 KV4630
 KV4630
 KV4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4630
 KV4630.The geoid height was determined by GEOID03.
 KV4630
 KV4630;                    North         East     Units Scale Factor Converg.
 KV4630;SPC NY L     -    38,451.422   282,648.271   MT  1.00001214   -0 08 02.1
 KV4630;SPC NY L     -   126,152.71    927,321.87   sFT  1.00001214   -0 08 02.1
 KV4630;SPC NJ       -   186,486.405   175,021.836   MT  0.99990770   +0 11 30.5
 KV4630;SPC NJ       -   611,830.81    574,217.47   sFT  0.99990770   +0 11 30.5
 KV4630;UTM  18      - 4,484,974.005   567,373.558   MT  0.99965587   +0 30 59.9
 KV4630
 KV4630                          SUPERSEDED SURVEY CONTROL
 KV4630
 KV4630  NAD 83(1986)-  40 30 45.90946(N)    074 12 17.03855(W) AD(       ) 4
 KV4630  NAD 27      -  40 30 45.52500(N)    074 12 18.51900(W) AD(       ) 3
 KV4630
 KV4630.Superseded values are not recommended for survey control.
 KV4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4630.See file dsdata.txt to determine how the superseded data were derived.
 KV4630
 KV4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6737484974(NAD 83)
 KV4630_MARKER: 62 = FLAGPOLE
 KV4630
 KV4630  HISTORY     - Date     Condition        Report By
 KV4630  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4630
 KV4630                          STATION DESCRIPTION
 KV4630
 KV4630'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4630'THE WHITE FLAGPOLE S OF CAMP PRATT ADMINISTRATION BUILDING ON THE
 KV4630'LOW BLUFF OF THE BIGHT FORMING PRINCESS BAY, AT THE FOOT OF
 KV4630'EASTVALE AVENUE.  THIS IS A BOYS SUMMER CAMP, CONSISTING OF ONE
 KV4630'LARGE, BROWN, WOOD ADMINISTRATION BUILDING AND NUMEROUS SMALL
 KV4630'BUNGALOWS.  THE IRON FLAGPOLE IS APPROXIMATELY 50 FEET HIGH.
 KV4630'
 KV4630'THE STATION IS THE POLE-BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4332 ***********************************************************************
 LX4332  DESIGNATION -  CAMP SMITH FLAGPOLE
 LX4332  PID         -  LX4332
 LX4332  STATE/COUNTY-  NY/WESTCHESTER
 LX4332  USGS QUAD   -  PEEKSKILL (1981)
 LX4332
 LX4332                         *CURRENT SURVEY CONTROL
 LX4332  ___________________________________________________________________
 LX4332* NAD 83(1996)-  41 17 53.83090(N)    073 56 18.21502(W)     ADJUSTED  
 LX4332* NAVD 88     -                                                        
 LX4332  ___________________________________________________________________
 LX4332  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 LX4332  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 LX4332
 LX4332  HORZ ORDER  -  THIRD
 LX4332
 LX4332.The horizontal coordinates were established by classical geodetic methods
 LX4332.and adjusted by the National Geodetic Survey in January 1999..
 LX4332
 LX4332
 LX4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4332
 LX4332.The geoid height was determined by GEOID03.
 LX4332
 LX4332;                    North         East     Units Scale Factor Converg.
 LX4332;SPC NY E     -   273,823.109   197,032.636   MT  0.99992721   +0 22 14.4
 LX4332;SPC NY E     -   898,367.98    646,431.24   sFT  0.99992721   +0 22 14.4
 LX4332;UTM  18      - 4,572,414.001   588,879.710   MT  0.99969722   +0 42 02.5
 LX4332
 LX4332                          SUPERSEDED SURVEY CONTROL
 LX4332
 LX4332  NAD 83(1986)-  41 17 53.83196(N)    073 56 18.21729(W) AD(       ) 4
 LX4332  NAD 27      -  41 17 53.49180(N)    073 56 19.71850(W) AD(       ) 3
 LX4332
 LX4332.Superseded values are not recommended for survey control.
 LX4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4332.See file dsdata.txt to determine how the superseded data were derived.
 LX4332
 LX4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8888072414(NAD 83)
 LX4332
 LX4332  HISTORY     - Date     Condition        Report By
 LX4332  HISTORY     - 1932     MONUMENTED       CGS
 LX4332
 LX4332                          STATION DESCRIPTION
 LX4332
 LX4332'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4332'FLAG SMITH IS THE LARGE TWO-SECTION FLAGPOLE AT CAMP SMITH, WHICH
 LX4332'IS JUST N OF PEEKSKILL.
 LX4332'
 LX4332'THIS STATION IS AN INTERSECTION STATION AND NO MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4333 ***********************************************************************
 LX4333  DESIGNATION -  CAMP SMITH STACK
 LX4333  PID         -  LX4333
 LX4333  STATE/COUNTY-  NY/WESTCHESTER
 LX4333  USGS QUAD   -  PEEKSKILL (1981)
 LX4333
 LX4333                         *CURRENT SURVEY CONTROL
 LX4333  ___________________________________________________________________
 LX4333* NAD 83(1996)-  41 18 05.70917(N)    073 56 35.82027(W)     ADJUSTED  
 LX4333* NAVD 88     -                                                        
 LX4333  ___________________________________________________________________
 LX4333  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 LX4333  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LX4333
 LX4333  HORZ ORDER  -  THIRD
 LX4333
 LX4333.The horizontal coordinates were established by classical geodetic methods
 LX4333.and adjusted by the National Geodetic Survey in January 1999..
 LX4333
 LX4333
 LX4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4333
 LX4333.The geoid height was determined by GEOID03.
 LX4333
 LX4333;                    North         East     Units Scale Factor Converg.
 LX4333;SPC NY E     -   274,186.880   196,620.735   MT  0.99992674   +0 22 02.8
 LX4333;SPC NY E     -   899,561.46    645,079.86   sFT  0.99992674   +0 22 02.8
 LX4333;UTM  18      - 4,572,775.311   588,465.816   MT  0.99969632   +0 41 51.0
 LX4333
 LX4333                          SUPERSEDED SURVEY CONTROL
 LX4333
 LX4333  NAD 83(1986)-  41 18 05.71014(N)    073 56 35.82261(W) AD(       ) 4
 LX4333  NAD 27      -  41 18 05.37484(N)    073 56 37.32073(W) AD(       ) 3
 LX4333
 LX4333.Superseded values are not recommended for survey control.
 LX4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4333.See file dsdata.txt to determine how the superseded data were derived.
 LX4333
 LX4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8846672775(NAD 83)
 LX4333
 LX4333  HISTORY     - Date     Condition        Report By
 LX4333  HISTORY     - 1932     MONUMENTED       CGS
 LX4333  HISTORY     - 1945     SEE DESCRIPTION  CGS
 LX4333  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LX4333
 LX4333                          STATION DESCRIPTION
 LX4333
 LX4333'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4333'STATION IS THE SQUARE BRICK STACK ON THE W SIDE OF CAMP SMITH,
 LX4333'ABOUT 280 METERS N OF U.S. HIGHWAY NO.6 AND 310 METERS W OF THE
 LX4333'CAMPS MAIN RECREATION HALL.  THE STACK IS ABOUT 15 METERS HIGH
 LX4333'AND IS ON THE W SIDE OF A SQUARE CONCRETE BLOCK
 LX4333'BUILDING.  IMMEDIATE TOPOGRAPHY AROUND THIS STATION SHOWS ON
 LX4333'TOPOGRAPHIC SHEET F.
 LX4333
 LX4333                          STATION RECOVERY (1945)
 LX4333
 LX4333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 LX4333'THIS STATION WAS USED AS A HYDROGRAPHIC SIGNAL AND CHECKED WITH
 LX4333'THE OTHER CONTROL.
 LX4333
 LX4333                          STATION RECOVERY (1956)
 LX4333
 LX4333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 LX4333'SQUARE BRICK STACK IS OBVIOUS.  IT IS AT THE W END OF THE CONCRETE
 LX4333'BLOCK INCINERATOR BUILDING, AT THE NEW YORK NATIONAL GUARD CAMP
 LX4333'CAMP SMITH.  THIS STACK IS 6.6 FT. SQUARE AT 4 FT. ABOVE THE
 LX4333'GROUND LEVEL.  PREVIOUS DESCRIPTION STILL ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5320 ***********************************************************************
 LX5320  DESIGNATION -  CAMP TABOR BARN CUPOLA
 LX5320  PID         -  LX5320
 LX5320  STATE/COUNTY-  NY/SUFFOLK
 LX5320  USGS QUAD   -  NEW LONDON (1984)
 LX5320
 LX5320                         *CURRENT SURVEY CONTROL
 LX5320  ___________________________________________________________________
 LX5320* NAD 83(1996)-  41 15 34.47957(N)    072 00 00.59413(W)     ADJUSTED  
 LX5320* NAVD 88     -                                                        
 LX5320  ___________________________________________________________________
 LX5320  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LX5320  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LX5320
 LX5320  HORZ ORDER  -  THIRD
 LX5320
 LX5320.The horizontal coordinates were established by classical geodetic methods
 LX5320.and adjusted by the National Geodetic Survey in January 1999..
 LX5320
 LX5320
 LX5320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5320
 LX5320.The geoid height was determined by GEOID03.
 LX5320
 LX5320;                    North         East     Units Scale Factor Converg.
 LX5320;SPC NY L     -   123,280.581   467,583.503   MT  1.00002040   +1 18 29.0
 LX5320;SPC NY L     -   404,463.04  1,534,063.54   sFT  1.00002040   +1 18 29.0
 LX5320;SPC CT       -   200,010.438   367,638.824   MT  0.99999452   +0 29 49.9
 LX5320;SPC CT       -   656,200.91  1,206,161.71   sFT  0.99999452   +0 29 49.9
 LX5320;UTM  18      - 4,571,914.092   751,313.473   MT  1.00037737   +1 58 45.6
 LX5320;UTM  19      - 4,571,915.048   248,658.871   MT  1.00037754   -1 58 46.4
 LX5320
 LX5320                          SUPERSEDED SURVEY CONTROL
 LX5320
 LX5320  NAD 83(1996)-  41 15 34.47957(N)    072 00 00.59414(W) AD(       ) 4
 LX5320  NAD 83(1992)-  41 15 34.47829(N)    072 00 00.59326(W) AD(       ) 4
 LX5320  NAD 83(1986)-  41 15 34.47895(N)    072 00 00.59918(W) AD(       ) 4
 LX5320  NAD 27      -  41 15 34.13000(N)    072 00 02.33800(W) AD(       ) 3
 LX5320
 LX5320.Superseded values are not recommended for survey control.
 LX5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5320.See file dsdata.txt to determine how the superseded data were derived.
 LX5320
 LX5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5131371914(NAD 83)
 LX5320_MARKER: 86 = CUPOLA
 LX5320
 LX5320  HISTORY     - Date     Condition        Report By
 LX5320  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5320  HISTORY     - 1954     GOOD             CGS
 LX5320  HISTORY     - 1966     GOOD             CGS
 LX5320  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 LX5320  HISTORY     - 20020501 GOOD             NGS
 LX5320
 LX5320                          STATION DESCRIPTION
 LX5320
 LX5320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5320'THE CAMP TABOR STABLES ARE NEAR THE CENTER OF THE ISLAND S OF WEST
 LX5320'HARBOR.  THE BARN IS A RED SHINGLE-SIDED T-SHAPED BUILDING WITH
 LX5320'THREE METAL VENTILATORS IN THE E-W RIDGEPOLE AND TWO WOOD
 LX5320'VENTILATORS IN THE N-S RIDGEPOLE, ONE ON THE EACH SIDE OF THE
 LX5320'CUPOLA.  THE CUPOLA IS SQUARE AND IN THE CENTER OF THE N-S
 LX5320'RIDGEPOLE.  THE ROOF OF THE CUPOLA IS A SQUARE PYRAMID
 LX5320'SURMOUNTED BY A METAL WEATHER VANE.  THE STATION IS THE APEX OF
 LX5320'THE ROOF.  HEIGHT ABOUT 60 FEET.
 LX5320
 LX5320                          STATION RECOVERY (1954)
 LX5320
 LX5320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5320'STATION RECOVERED IN GOOD CONDITION.  TWO WOOD VENTILATORS ON
 LX5320'RIDGE AT EACH SIDE OF CUPOLA AND WEATHER ARE GONE.  DESCRIPTION
 LX5320'OTHERWISE ADEQUATE AND COMPLETE.
 LX5320
 LX5320                          STATION RECOVERY (1966)
 LX5320
 LX5320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5320'STATION RECOVERED AS DESCRIBED-CUPOLA HAS NOT BEEN MOVED SINCE
 LX5320'1934.
 LX5320'
 LX5320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5320'ON FISHERS ISLAND.
 LX5320
 LX5320                          STATION RECOVERY (2001)
 LX5320
 LX5320'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5320'THIS BARN NO LONGER EXISTS.
 LX5320
 LX5320                          STATION RECOVERY (2002)
 LX5320
 LX5320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 LX5320'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0072 ***********************************************************************
 OG0072  DESIGNATION -  CAMP USE
 OG0072  PID         -  OG0072
 OG0072  STATE/COUNTY-  NY/NIAGARA
 OG0072  USGS QUAD   -  
 OG0072
 OG0072                         *CURRENT SURVEY CONTROL
 OG0072  ___________________________________________________________________
 OG0072* NAD 83(1986)-  43 16 28.     (N)    078 59 44.     (W)     SCALED    
 OG0072* NAVD 88     -        83.451  (meters)     273.79   (feet)  ADJUSTED  
 OG0072  ___________________________________________________________________
 OG0072  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 OG0072  DYNAMIC HT  -          83.433 (meters)     273.73  (feet)  COMP
 OG0072  MODELED GRAV-     980,405.8   (mgal)                       NAVD 88
 OG0072
 OG0072  VERT ORDER  -  FIRST     CLASS 0
 OG0072
 OG0072.The horizontal coordinates were scaled from a topographic map and have
 OG0072.an estimated accuracy of +/- 6 seconds.
 OG0072
 OG0072.The orthometric height was determined by differential leveling
 OG0072.and adjusted by the National Geodetic Survey in June 1991..
 OG0072
 OG0072.The geoid height was determined by GEOID03.
 OG0072
 OG0072.The dynamic height is computed by dividing the NAVD 88
 OG0072.geopotential number by the normal gravity value computed on the
 OG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0072.degrees latitude (g = 980.6199 gals.).
 OG0072
 OG0072.The modeled gravity was interpolated from observed gravity values.
 OG0072
 OG0072;                    North         East    Units  Estimated Accuracy
 OG0072;SPC NY W     -   363,740.      316,540.      MT  (+/- 180 meters Scaled)
 OG0072
 OG0072                          SUPERSEDED SURVEY CONTROL
 OG0072
 OG0072  NGVD 29 (??/??/92)   83.631  (m)          274.38   (f) ADJ UNCH    1 0
 OG0072
 OG0072.Superseded values are not recommended for survey control.
 OG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0072.See file dsdata.txt to determine how the superseded data were derived.
 OG0072
 OG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH626932(NAD 83)
 OG0072_MARKER: DD = SURVEY DISK
 OG0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0072_SP_SET: CONCRETE
 OG0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0072
 OG0072  HISTORY     - Date     Condition        Report By
 OG0072  HISTORY     - UNK      MONUMENTED       USLS
 OG0072  HISTORY     - 1967     GOOD             USLS
 OG0072  HISTORY     - 1977     GOOD             NGS
 OG0072
 OG0072                          STATION DESCRIPTION
 OG0072
 OG0072'DESCRIBED BY US LAKE SURVEY 1967
 OG0072'4.0 MI NE FROM YOUNGSTOWN.
 OG0072'IS IN NIAGARA COUNTY, NEW YORK, ABOUT 0.3 MILE NORTH OF INTERSECTION
 OG0072'OF STATE HIGHWAY NO. 18 AND ROAD WHICH LEADS TO FOUR MILE CREEK STATE
 OG0072'PARK CAMP SITE, ON THE MOST NORTHEAST CORNER OF A SEWER MANHOLE WALL,
 OG0072'33.3 FEET FROM SOUTHWEST CORNER AND 30.3 FEET FROM NORTHWEST CORNER
 OG0072'OF THE PUBLIC RESTROOMS AND UTILITIES BUILDING, FLUSH WITH THE GROUND
 OG0072'SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 OG0072'INTO THE CONCRETE.
 OG0072
 OG0072                          STATION RECOVERY (1977)
 OG0072
 OG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1987 ***********************************************************************
 NB1987  DESIGNATION -  CANADICE RWW 1929
 NB1987  PID         -  NB1987
 NB1987  STATE/COUNTY-  NY/ONTARIO
 NB1987  USGS QUAD   -  HONEOYE (1951)
 NB1987
 NB1987                         *CURRENT SURVEY CONTROL
 NB1987  ___________________________________________________________________
 NB1987* NAD 83(1996)-  42 45 49.76828(N)    077 33 56.92086(W)     ADJUSTED  
 NB1987* NAVD 88     -       508.5    (meters)    1668.     (feet)  VERTCON   
 NB1987  ___________________________________________________________________
 NB1987  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 NB1987  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NB1987
 NB1987  HORZ ORDER  -  FIRST
 NB1987
 NB1987.The horizontal coordinates were established by classical geodetic methods
 NB1987.and adjusted by the National Geodetic Survey in January 1999..
 NB1987
 NB1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1987
 NB1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1987
 NB1987.The geoid height was determined by GEOID03.
 NB1987
 NB1987;                    North         East     Units Scale Factor Converg.
 NB1987;SPC NY C     -   307,402.975   169,586.354   MT  1.00001703   -0 40 01.6
 NB1987;SPC NY C     - 1,008,537.93    556,384.56   sFT  1.00001703   -0 40 01.6
 NB1987;SPC NY W     -   307,436.968   433,281.941   MT  1.00002280   +0 41 27.3
 NB1987;SPC NY W     - 1,008,649.45  1,421,525.83   sFT  1.00002280   +0 41 27.3
 NB1987;UTM  18      - 4,737,781.274   290,060.148   MT  1.00014227   -1 44 34.0
 NB1987
 NB1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1987!SPC NY C     -   0.99992561  x   1.00001703  =   0.99994264
 NB1987!SPC NY W     -   0.99992561  x   1.00002280  =   0.99994841
 NB1987!UTM  18      -   0.99992561  x   1.00014227  =   1.00006787
 NB1987
 NB1987:                Primary Azimuth Mark                     Grid Az
 NB1987:SPC NY C     -  BRISTOL                                  064 56 59.9
 NB1987:SPC NY W     -  BRISTOL                                  063 35 31.0
 NB1987:UTM  18      -  BRISTOL                                  066 01 32.3
 NB1987
 NB1987|---------------------------------------------------------------------|
 NB1987| PID    Reference Object                     Distance      Geod. Az  |
 NB1987|                                                           dddmmss.s |
 NB1987| NB1902 BRISTOL                             APPROX.10.3 KM 0641658.3 |
 NB1987|---------------------------------------------------------------------|
 NB1987
 NB1987                          SUPERSEDED SURVEY CONTROL
 NB1987
 NB1987  NAD 83(1986)-  42 45 49.77685(N)    077 33 56.91302(W) AD(       ) 1
 NB1987  NAD 27      -  42 45 49.54523(N)    077 33 57.93097(W) AD(       ) 1
 NB1987  NGVD 29 (07/19/86)  508.6    (m)         1669.     (f) VERT ANG       
 NB1987
 NB1987.Superseded values are not recommended for survey control.
 NB1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1987.See file dsdata.txt to determine how the superseded data were derived.
 NB1987
 NB1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9006037781(NAD 83)
 NB1987_MARKER: DD = SURVEY DISK
 NB1987_SETTING: 0 = UNSPECIFIED SETTING
 NB1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1987
 NB1987  HISTORY     - Date     Condition        Report By
 NB1987  HISTORY     - 1929     MONUMENTED       NY5230
 NB1987
 NB1987                          STATION DESCRIPTION
 NB1987
 NB1987'DESCRIBED BY CITY OF ROCHESTER NEW YORK 1929 (AHW)
 NB1987'STATION IS LOCATED ON THE HIGHEST POINT OF CANADICE RIDGE, EAST
 NB1987'OF CANADICE LAKE.  THE POINT IS A SUB-SURFACE STANDARD DISK SET
 NB1987'IN A CONCRETE BLOCK AND IS 18 INCHES BELOW THE SURFACE.  THE MARK
 NB1987'IS ABOUT 10 FEET WEST OF THE EDGE OF THE WOODS AND IN A CULTIVATED
 NB1987'FIELD ON THE DOOLITTLE FARM.
 NB1987'
 NB1987'THE TWO REFERENCE MARKS ARE 6 INCH WATER PIPES 4 FEET LONG
 NB1987'FILLED WITH CONCRETE AND PROJECTING ABOUT 6 INCHES ABOVE THE
 NB1987'GROUND.  REFERENCE MARK NO. 1 IS ON THE SOUTH SIDE OF A FENCE LINE
 NB1987'SEPARATING THE FIELD AND PASTURE OF THE FARM.  THIS FENCE LINE
 NB1987'RUNS EAST AND WEST.  REFERENCE MARK NO. 2 IS ON THE WEST SIDE OF
 NB1987'THE CANADICE CORNERS RD. AND IS JUST 4 FEET NORTH OF A 12 INCH
 NB1987'HICKORY TREE.  THIS REFERENCE POINT AND THE TRIANGULATION
 NB1987'STATION ARE ON LINE WITH A ROAD ACROSS THE CANADICE LAKE SAID
 NB1987'ROAD CROSSING EAST AND WEST ON CEMETERY RIDGE AND IS
 NB1987'ABOUT 1/4 MILE NORTH OF TRIANGULATION STATION CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0361 ***********************************************************************
 NC0361  DESIGNATION -  CANAL
 NC0361  PID         -  NC0361
 NC0361  STATE/COUNTY-  NY/ERIE
 NC0361  USGS QUAD   -  BUFFALO NW (1965)
 NC0361
 NC0361                         *CURRENT SURVEY CONTROL
 NC0361  ___________________________________________________________________
 NC0361* NAD 83(1986)-  42 54 06.     (N)    078 54 06.     (W)     SCALED    
 NC0361* NAVD 88     -       175.161  (meters)     574.67   (feet)  POSTED    
 NC0361  ___________________________________________________________________
 NC0361  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 NC0361  DYNAMIC HT  -         175.110 (meters)     574.51  (feet)  COMP
 NC0361  MODELED GRAV-     980,354.0   (mgal)                       NAVD 88
 NC0361
 NC0361  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NC0361
 NC0361.The horizontal coordinates were scaled from a topographic map and have
 NC0361.an estimated accuracy of +/- 6 seconds.
 NC0361
 NC0361.The orthometric height was determined by differential leveling
 NC0361.and adjusted by the National Geodetic Survey in 1992..
 NC0361.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NC0361.rate of 1.1 thru 2.0 mm/km.
 NC0361
 NC0361.The geoid height was determined by GEOID03.
 NC0361
 NC0361.The dynamic height is computed by dividing the NAVD 88
 NC0361.geopotential number by the normal gravity value computed on the
 NC0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0361.degrees latitude (g = 980.6199 gals.).
 NC0361
 NC0361.The modeled gravity was interpolated from observed gravity values.
 NC0361
 NC0361;                    North         East    Units  Estimated Accuracy
 NC0361;SPC NY W     -   322,300.      324,000.      MT  (+/- 180 meters Scaled)
 NC0361
 NC0361                          SUPERSEDED SURVEY CONTROL
 NC0361
 NC0361  NGVD 29 (??/??/92)  175.320  (m)          575.20   (f) ADJ UNCH    1 0
 NC0361
 NC0361.Superseded values are not recommended for survey control.
 NC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0361.See file dsdata.txt to determine how the superseded data were derived.
 NC0361
 NC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH713520(NAD 83)
 NC0361_MARKER: DB = BENCH MARK DISK
 NC0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0361_SP_SET: WALL
 NC0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0361
 NC0361  HISTORY     - Date     Condition        Report By
 NC0361  HISTORY     - UNK      MONUMENTED       USE
 NC0361  HISTORY     - 1970     GOOD             USLS
 NC0361
 NC0361                          STATION DESCRIPTION
 NC0361
 NC0361'DESCRIBED BY US LAKE SURVEY 1970
 NC0361'IN BUFFALO.
 NC0361'A CONTROL POINT OF THE U. S. ARMY ENGINEER DISTRICT, BUFFALO, IS AT
 NC0361'BUFFALO, ERIE COUNTY, NEW YORK, 1600 FEET SOUTH OF THE PEACE BRIDGE,
 NC0361'ON A POINT OF LAND FORMED BY THE BLACK ROCK CANAL AND THE OLD ERIE
 NC0361'CANAL THAT ENTERED AT THIS POINT, 134 FEET FROM NORTHWEST CORNER OF
 NC0361'FENCE THAT INCLOSES THE NEW YORK THRUWAY, 44.1 FEET FROM DRILL HOLE IN
 NC0361'NORTHEAST CORNER OF THE POINT OF LAND, 4.9 FEET FROM EDGE OF OLD ERIE
 NC0361'CANAL, ABOUT FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER
 NC0361'CROSS AT CENTER OF BRONZE DISC CEMENTED INTO THE STONE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0184 ***********************************************************************
 OG0184  DESIGNATION -  CANAL
 OG0184  PID         -  OG0184
 OG0184  STATE/COUNTY-  NY/NIAGARA
 OG0184  USGS QUAD   -  
 OG0184
 OG0184                         *CURRENT SURVEY CONTROL
 OG0184  ___________________________________________________________________
 OG0184* NAD 83(1986)-  43 04 09.     (N)    078 46 22.     (W)     SCALED    
 OG0184* NAVD 88     -       175.48   (+/-2cm)     575.7    (feet)  VERTCON   
 OG0184  ___________________________________________________________________
 OG0184  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OG0184
 OG0184  VERT ORDER  -  ? (See Below)
 OG0184
 OG0184.The horizontal coordinates were scaled from a topographic map and have
 OG0184.an estimated accuracy of +/- 6 seconds.
 OG0184
 OG0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0184.The vertical order pertains to the NGVD 29 superseded value.
 OG0184
 OG0184.The geoid height was determined by GEOID03.
 OG0184
 OG0184;                    North         East    Units  Estimated Accuracy
 OG0184;SPC NY W     -   340,870.      334,570.      MT  (+/- 180 meters Scaled)
 OG0184
 OG0184                          SUPERSEDED SURVEY CONTROL
 OG0184
 OG0184  NGVD 29 (??/??/92)  175.629  (m)          576.21   (f) ADJ UNCH    ?  
 OG0184
 OG0184.Superseded values are not recommended for survey control.
 OG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0184.See file dsdata.txt to determine how the superseded data were derived.
 OG0184
 OG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH813709(NAD 83)
 OG0184_MARKER: Q = CHISELED SQUARE
 OG0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0184_SP_SET: CULVERT
 OG0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0184+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OG0184
 OG0184  HISTORY     - Date     Condition        Report By
 OG0184  HISTORY     - UNK      MONUMENTED       NYDPW
 OG0184  HISTORY     - 1943     GOOD             USLS
 OG0184  HISTORY     - 20000503 GOOD             NYDT
 OG0184  HISTORY     - 20010331 POOR             NGS
 OG0184  HISTORY     - 20051014 GOOD             NYDT
 OG0184
 OG0184                          STATION DESCRIPTION
 OG0184
 OG0184'DESCRIBED BY US LAKE SURVEY 1943
 OG0184'IN WENDELVILLE.
 OG0184'IN THE WEST PART OF WENDELVILLE, NIAGARA COUNTY, ON THE NORTH SIDE OF
 OG0184'THE BARGE CANAL, ON THE SOUTH SIDE OF TONAWANDA CREEK ROAD, AT A
 OG0184'CULVERT OVER THE CREEK, ON THE CENTER OF THE TOP OF THE COPING, AND
 OG0184'0.4 FOOT FROM THE NORTH FACE.  A CHISELED SQUARE.
 OG0184
 OG0184                          STATION RECOVERY (2000)
 OG0184
 OG0184'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (JAG)
 OG0184'RECOVERED IN GOOD CONDITION.
 OG0184
 OG0184                          STATION RECOVERY (2001)
 OG0184
 OG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OG0184
 OG0184                          STATION RECOVERY (2005)
 OG0184
 OG0184'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OG0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0635 ***********************************************************************
 PH0635  DESIGNATION -  CANAL
 PH0635  PID         -  PH0635
 PH0635  STATE/COUNTY-  NY/ST LAWRENCE
 PH0635  USGS QUAD   -  MASSENA (1964)
 PH0635
 PH0635                         *CURRENT SURVEY CONTROL
 PH0635  ___________________________________________________________________
 PH0635* NAD 83(1986)-  44 57 22.     (N)    074 55 23.     (W)     SCALED    
 PH0635* NAVD 88     -        77.528  (meters)     254.36   (feet)  ADJUSTED  
 PH0635  ___________________________________________________________________
 PH0635  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PH0635  DYNAMIC HT  -          77.527 (meters)     254.35  (feet)  COMP
 PH0635  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 PH0635
 PH0635  VERT ORDER  -  FIRST     CLASS 0
 PH0635
 PH0635.The horizontal coordinates were scaled from a topographic map and have
 PH0635.an estimated accuracy of +/- 6 seconds.
 PH0635
 PH0635.The orthometric height was determined by differential leveling
 PH0635.and adjusted by the National Geodetic Survey in June 1991..
 PH0635
 PH0635.The geoid height was determined by GEOID03.
 PH0635
 PH0635.The dynamic height is computed by dividing the NAVD 88
 PH0635.geopotential number by the normal gravity value computed on the
 PH0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0635.degrees latitude (g = 980.6199 gals.).
 PH0635
 PH0635.The modeled gravity was interpolated from observed gravity values.
 PH0635
 PH0635;                    North         East    Units  Estimated Accuracy
 PH0635;SPC NY E     -   680,080.      116,620.      MT  (+/- 180 meters Scaled)
 PH0635
 PH0635                          SUPERSEDED SURVEY CONTROL
 PH0635
 PH0635  NGVD 29 (??/??/92)   77.65   (m)          254.8    (f) COMPUTED    1 0
 PH0635
 PH0635.Superseded values are not recommended for survey control.
 PH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0635.See file dsdata.txt to determine how the superseded data were derived.
 PH0635
 PH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ060780(NAD 83)
 PH0635_MARKER: DD = SURVEY DISK
 PH0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0635_SP_SET: SIDEWALK
 PH0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0635
 PH0635  HISTORY     - Date     Condition        Report By
 PH0635  HISTORY     - UNK      MONUMENTED       USLS
 PH0635  HISTORY     - 1969     GOOD             USLS
 PH0635
 PH0635                          STATION DESCRIPTION
 PH0635
 PH0635'DESCRIBED BY US LAKE SURVEY 1969
 PH0635'2.2 MI NW FROM MASSENA.
 PH0635'IS IN ST. LAWRENCE COUNTY, NEW YORK, ABOUT 2.2 MILES NORTHWEST OF
 PH0635'MASSENA, AT SOUTH END OF MASSENA INTAKE DAM, ON EASTERLY SIDE OF
 PH0635'HIGHWAY 131, 3.5 FEET EAST OF WEST EDGE AND 1.2 FEET NORTH OF SOUTH
 PH0635'EDGE OF SIDEWALK, 0.7 FOOT WEST OF WEST FACE OF RETAINING WALL, FLUSH
 PH0635'WITH THE SIDEWALK, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 PH0635'DISC SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4250 ***********************************************************************
 KU4250  DESIGNATION -  CANAL
 KU4250  PID         -  KU4250
 KU4250  STATE/COUNTY-  NY/SUFFOLK
 KU4250  USGS QUAD   -  SOUTHAMPTON (1956)
 KU4250
 KU4250                         *CURRENT SURVEY CONTROL
 KU4250  ___________________________________________________________________
 KU4250* NAD 83(1996)-  40 53 27.92600(N)    072 29 05.56129(W)     ADJUSTED  
 KU4250* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KU4250  ___________________________________________________________________
 KU4250  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KU4250  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU4250
 KU4250  HORZ ORDER  -  FIRST
 KU4250
 KU4250.The horizontal coordinates were established by classical geodetic methods
 KU4250.and adjusted by the National Geodetic Survey in January 1999..
 KU4250
 KU4250.The orthometric height was scaled from a topographic map.
 KU4250
 KU4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4250
 KU4250.The geoid height was determined by GEOID03.
 KU4250
 KU4250;                    North         East     Units Scale Factor Converg.
 KU4250;SPC NY L     -    81,549.108   427,677.672   MT  0.99999516   +0 59 27.7
 KU4250;SPC NY L     -   267,549.03  1,403,139.16   sFT  0.99999516   +0 59 27.7
 KU4250;UTM  18      - 4,529,712.600   711,883.255   MT  1.00015260   +1 38 49.4
 KU4250
 KU4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4250!SPC NY L     -   1.00000169  x   0.99999516  =   0.99999685
 KU4250!UTM  18      -   1.00000169  x   1.00015260  =   1.00015429
 KU4250
 KU4250|---------------------------------------------------------------------|
 KU4250| PID    Reference Object                     Distance      Geod. Az  |
 KU4250|                                                           dddmmss.s |
 KU4250| CB8341 CANAL RM 1                           11.862 METERS 13746     |
 KU4250| CB8342 CANAL RM 2                           15.363 METERS 24018     |
 KU4250| CB8340 CANAL AZ MK                                        2693655.7 |
 KU4250|---------------------------------------------------------------------|
 KU4250
 KU4250                          SUPERSEDED SURVEY CONTROL
 KU4250
 KU4250  NAD 83(1996)-  40 53 27.92650(N)    072 29 05.56184(W) AD(       ) 1
 KU4250  NAD 83(1992)-  40 53 27.92525(N)    072 29 05.56139(W) AD(       ) 1
 KU4250  NAD 83(1986)-  40 53 27.92887(N)    072 29 05.56685(W) AD(       ) 1
 KU4250  NAD 27      -  40 53 27.57224(N)    072 29 07.24275(W) AD(       ) 1
 KU4250
 KU4250.Superseded values are not recommended for survey control.
 KU4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4250.See file dsdata.txt to determine how the superseded data were derived.
 KU4250
 KU4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1188329713(NAD 83)
 KU4250_MARKER: DS = TRIANGULATION STATION DISK
 KU4250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4250+STABILITY: SURFACE MOTION
 KU4250
 KU4250  HISTORY     - Date     Condition        Report By
 KU4250  HISTORY     - 1965     MONUMENTED       CGS
 KU4250
 KU4250                          STATION DESCRIPTION
 KU4250
 KU4250'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4250'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST-NORTHEAST OF
 KU4250'HAMPTON BAYS, 1 MILE EAST OF THE SHINNECOCK CANAL, 0.1 MILE
 KU4250'NORTH OF THE LONG ISLAND RAILROAD AND ON PROPERTY OF THE STATE
 KU4250'HIGHWAY MAINTENANCE YARD.
 KU4250'
 KU4250'TO REACH THE STATION FROM THE TRAFFIC LIGHT WHICH IS 0.05 MILE
 KU4250'NORTH OF THE POST OFFICE IN HAMPTON BAYS, GO EAST ON STATE
 KU4250'HIGHWAY 27A FOR 1.3 MILES TO A FORK JUST AFTER CROSSING BRIDGE
 KU4250'OVER THE SHINNECOCK CANAL.  TURN LEFT AND GO NORTH ON COUNTY
 KU4250'ROAD 39 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KU4250'EAST ON A ACCESS ROAD FOR 0.3 MILE TO STATE HIGHWAY 27.
 KU4250'CONTINUE EAST ON HIGHWAY 27 FOR 0.2 MILE TO A CHAIN LINK FENCE
 KU4250'AND A GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE, THEN
 KU4250'LEFT AND GO EAST UPHILL FOR 0.15 MILE TO THE STATE
 KU4250'HIGHWAY MAINTENANCE YARD OFFICE AND THE STATION.
 KU4250'
 KU4250'THE STATION MARK IS A STANDARD DISK STAMPED CANAL 1965, SET IN
 KU4250'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4250'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 38 FEET NORTHEAST
 KU4250'OF THE NORTHWEST CORNER OF THE OFFICE BUILDING TO THE MAINTENANCE
 KU4250'YARD, 24 FEET NORTHWEST OF A FLAGPOLE AND 21.6 FEET NORTH OF
 KU4250'THE NORTHEAST CORNER OF THE OFFICE BUILDING TO THE MAINTENANCE
 KU4250'YARD.
 KU4250'
 KU4250'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CANAL NO 1
 KU4250'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4250'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET
 KU4250'SOUTH OF THE FLAGPOLE, 25 FEET NORTHEAST OF THE SOUTHEAST
 KU4250'CORNER OF A SMALL CONCRETE WALL AND 13 FEET EAST OF THE EAST
 KU4250'EDGE OF THE OFFICE BUILDING TO THE MAINTENANCE YARD.
 KU4250'
 KU4250'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CANAL NO 2 1965,
 KU4250'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4250'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET
 KU4250'WEST OF THE FLAGPOLE, 17 FEET WEST-NORTHWEST OF THE NORTHWEST
 KU4250'CORNER OF THE OFFICE BUILDING OF THE MAINTENANCE YARD AND 16.4
 KU4250'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A WORK SHED
 KU4250'OF THE OFFICE BUILDING.
 KU4250'
 KU4250'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANAL 1965, SET
 KU4250'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU4250'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 45
 KU4250'FEET NORTH OF THE CENTER OF THE WEST-BOUND LANE OF STATE
 KU4250'HIGHWAY 27, 19 FEET SOUTHWEST OF THE CENTER OF THE EXIT RAMP
 KU4250'ROAD, 13.7 FEET NORTHWEST OF THE EAST END OF A V-SHAPED GUARD
 KU4250'RAIL, 6 FEET NORTHEAST OF THE NORTH LEG OF A SIGN POST READING
 KU4250'EXIT RAMP AND 4 FEET NORTHEAST OF A METAL WITNESS POST.
 KU4250'
 KU4250'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A PAVED
 KU4250'ROAD FOR 0.15 MILE TO A CHAIN LINK FENCE AND GATE ON THE
 KU4250'RIGHT.  TURN RIGHT, PASS THROUGH GATE AND CROSS THE EAST BOUND
 KU4250'LANE OF STATE HIGHWAY 27 ON A MAINTENANCE ROAD FOR 0.05 MILE TO
 KU4250'THE WEST-BOUND LANE.  TURN LEFT, GO WEST ON HIGHWAY 27 FOR 0.1
 KU4250'MILE TO A EXIT RAMP ON THE RIGHT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2276 ***********************************************************************
 OF2276  DESIGNATION -  CANAL 1925
 OF2276  PID         -  OF2276
 OF2276  STATE/COUNTY-  NY/MONROE
 OF2276  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2276
 OF2276                         *CURRENT SURVEY CONTROL
 OF2276  ___________________________________________________________________
 OF2276* NAD 83(1996)-  43 11 16.42142(N)    077 39 36.73703(W)     ADJUSTED  
 OF2276* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 OF2276  ___________________________________________________________________
 OF2276  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 OF2276  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF2276
 OF2276  HORZ ORDER  -  SECOND
 OF2276
 OF2276.The horizontal coordinates were established by classical geodetic methods
 OF2276.and adjusted by the National Geodetic Survey in January 1999..
 OF2276
 OF2276.The orthometric height was scaled from a topographic map.
 OF2276
 OF2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2276
 OF2276.The geoid height was determined by GEOID03.
 OF2276
 OF2276;                    North         East     Units Scale Factor Converg.
 OF2276;SPC NY W     -   354,456.552   425,038.551   MT  1.00000674   +0 37 54.5
 OF2276;SPC NY W     - 1,162,912.87  1,394,480.65   sFT  1.00000674   +0 37 54.5
 OF2276;UTM  18      - 4,785,116.356   283,827.934   MT  1.00017489   -1 49 16.8
 OF2276
 OF2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2276!SPC NY W     -   0.99998178  x   1.00000674  =   0.99998852
 OF2276!UTM  18      -   0.99998178  x   1.00017489  =   1.00015667
 OF2276
 OF2276:                Primary Azimuth Mark                     Grid Az
 OF2276:SPC NY W     -  SCOTT 1925                               179 52 44.3
 OF2276:UTM  18      -  SCOTT 1925                               182 19 55.6
 OF2276
 OF2276|---------------------------------------------------------------------|
 OF2276| PID    Reference Object                     Distance      Geod. Az  |
 OF2276|                                                           dddmmss.s |
 OF2276| OF2275 SCOTT 1925                          APPROX. 0.7 KM 1803038.8 |
 OF2276|---------------------------------------------------------------------|
 OF2276
 OF2276                          SUPERSEDED SURVEY CONTROL
 OF2276
 OF2276  NAD 83(1986)-  43 11 16.42873(N)    077 39 36.73408(W) AD(       ) 2
 OF2276  NAD 27      -  43 11 16.20500(N)    077 39 37.72100(W) AD(       ) 2
 OF2276
 OF2276.Superseded values are not recommended for survey control.
 OF2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2276.See file dsdata.txt to determine how the superseded data were derived.
 OF2276
 OF2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8382885116(NAD 83)
 OF2276
 OF2276  HISTORY     - Date     Condition        Report By
 OF2276  HISTORY     - 1925     MONUMENTED       CGS
 OF2276  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2276
 OF2276                          STATION DESCRIPTION
 OF2276
 OF2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2276'IN ROCHESTER, ON THE NORTH EDGE OF THE OLD TOW PATH ALONG THE
 OF2276'NORTH SIDE OF THE OLD ERIE CANAL, 79.50 METERS WEST OF THE
 OF2276'SOUTHWEST CORNER OF THE OLD BRIDGE ABUTMENT ON THE NORTH SIDE
 OF2276'OF THE CANAL (WHERE MT. READ BOULEVARD FORMERLY CROSSED).  IT
 OF2276'IS 3.50 METERS NORTH OF THE STONE EDGE OF THE NORTH CANAL WALL,
 OF2276'11.10 METERS SOUTHWEST OF A TELEPHONE POLE WITHOUT ARMS, AND
 OF2276'2.83 METERS SOUTHWEST OF A TELEPHONE POLE WITH FOUR ARMS.
 OF2276'STATION IS SET AS DESCRIBED IN NOTE C.
 OF2276
 OF2276                          STATION RECOVERY (1977)
 OF2276
 OF2276'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2276'NOT RECOVERED, NO EXISTING TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0711 ***********************************************************************
 OG0711  DESIGNATION -  CANAL IWC
 OG0711  PID         -  OG0711
 OG0711  STATE/COUNTY-  NY/ERIE
 OG0711  USGS QUAD   -  
 OG0711
 OG0711                         *CURRENT SURVEY CONTROL
 OG0711  ___________________________________________________________________
 OG0711* NAD 83(1996)-  43 00 32.05321(N)    078 54 39.87697(W)     ADJUSTED  
 OG0711* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 OG0711  ___________________________________________________________________
 OG0711  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 OG0711  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OG0711
 OG0711  HORZ ORDER  -  THIRD
 OG0711
 OG0711.The horizontal coordinates were established by classical geodetic methods
 OG0711.and adjusted by the National Geodetic Survey in January 1999..
 OG0711
 OG0711.The orthometric height was scaled from a topographic map.
 OG0711
 OG0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0711
 OG0711.The geoid height was determined by GEOID03.
 OG0711
 OG0711;                    North         East     Units Scale Factor Converg.
 OG0711;SPC NY W     -   334,211.228   323,280.988   MT  0.99994628   -0 13 24.8
 OG0711;SPC NY W     - 1,096,491.34  1,060,631.04   sFT  0.99994628   -0 13 24.8
 OG0711;UTM  17      - 4,763,920.893   670,242.773   MT  0.99995655   +1 25 30.8
 OG0711
 OG0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0711!SPC NY W     -   0.99997719  x   0.99994628  =   0.99992348
 OG0711!UTM  17      -   0.99997719  x   0.99995655  =   0.99993374
 OG0711
 OG0711:                Primary Azimuth Mark                     Grid Az
 OG0711:SPC NY W     -  HICKORY IWC                              239 45 33.4
 OG0711:UTM  17      -  HICKORY IWC                              238 06 37.8
 OG0711
 OG0711|---------------------------------------------------------------------|
 OG0711| PID    Reference Object                     Distance      Geod. Az  |
 OG0711|                                                           dddmmss.s |
 OG0711| OG0715 HICKORY IWC                         APPROX. 1.0 KM 2393208.6 |
 OG0711|---------------------------------------------------------------------|
 OG0711
 OG0711                          SUPERSEDED SURVEY CONTROL
 OG0711
 OG0711  NAD 83(1986)-  43 00 32.05912(N)    078 54 39.87389(W) AD(       ) 3
 OG0711  NAD 27      -  43 00 31.85600(N)    078 54 40.73500(W) AD(       ) 3
 OG0711
 OG0711.Superseded values are not recommended for survey control.
 OG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0711.See file dsdata.txt to determine how the superseded data were derived.
 OG0711
 OG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7024363921(NAD 83)
 OG0711_MARKER: Z = SEE DESCRIPTION
 OG0711_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0711
 OG0711  HISTORY     - Date     Condition        Report By
 OG0711  HISTORY     - 1909     MONUMENTED       IWC
 OG0711
 OG0711                          STATION DESCRIPTION
 OG0711
 OG0711'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0711'THIS STATION IS SITUATED ON AMERICAN MAINLAND, ABOUT OPPOSITE
 OG0711'ELECTRIC BEACH HOTEL (STATION IS LITTLE BELOW).  STATION IS ON SOUTH
 OG0711'SIDE OF CANAL.  STATION ESTABLISHED IN 1909.
 OG0711'
 OG0711'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN CONCRETE
 OG0711'MONUMENT, TOP OF THE PLUG PROJECTING 1/4 INCH ABOVE SURFACE OF
 OG0711'CONCRETE.  TOP OF MONUMENT IS 1-1/3 FEET BELOW SURFACE OF GROUND.
 OG0711'MARKER IS CONCRETE, 8 INCHES DIAMETER, MARKED---I.W.C. 1909---.  IS
 OG0711'0.9 FOOT NORTHEAST OF STATION AND 2 INCHES BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1897 ***********************************************************************
 NB1897  DESIGNATION -  CANANDAIGUA
 NB1897  PID         -  NB1897
 NB1897  STATE/COUNTY-  NY/ONTARIO
 NB1897  USGS QUAD   -  CANANDAIGUA (1978)
 NB1897
 NB1897                         *CURRENT SURVEY CONTROL
 NB1897  ___________________________________________________________________
 NB1897* NAD 83(1996)-  42 54 21.84020(N)    077 16 25.36199(W)     ADJUSTED  
 NB1897* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 NB1897  ___________________________________________________________________
 NB1897  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 NB1897  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NB1897
 NB1897  HORZ ORDER  -  SECOND
 NB1897
 NB1897.The horizontal coordinates were established by classical geodetic methods
 NB1897.and adjusted by the National Geodetic Survey in January 1999..
 NB1897
 NB1897.The orthometric height was scaled from a topographic map.
 NB1897
 NB1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1897
 NB1897.The geoid height was determined by GEOID03.
 NB1897
 NB1897;                    North         East     Units Scale Factor Converg.
 NB1897;SPC NY C     -   322,966.702   193,623.627   MT  0.99997659   -0 28 12.1
 NB1897;SPC NY C     - 1,059,599.92    635,246.85   sFT  0.99997659   -0 28 12.1
 NB1897;UTM  18      - 4,752,891.747   314,387.809   MT  1.00002385   -1 32 54.2
 NB1897
 NB1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1897!SPC NY C     -   0.99996500  x   0.99997659  =   0.99994159
 NB1897!UTM  18      -   0.99996500  x   1.00002385  =   0.99998885
 NB1897
 NB1897:                Primary Azimuth Mark                     Grid Az
 NB1897:SPC NY C     -  SHORTSVILLE MUNICIPAL TANK               032 18 38.6
 NB1897:UTM  18      -  SHORTSVILLE MUNICIPAL TANK               033 23 20.7
 NB1897
 NB1897|---------------------------------------------------------------------|
 NB1897| PID    Reference Object                     Distance      Geod. Az  |
 NB1897|                                                           dddmmss.s |
 NB1897| NB1881 SHORTSVILLE MUNICIPAL TANK          APPROX. 6.5 KM 0315026.5 |
 NB1897| NB1878 SHORTSVILLE PAPER COMPANY TANK      APPROX. 6.9 KM 0395032.2 |
 NB1897| NB1877 SHORTSVILLE MUN STANDPIPE           APPROX. 5.8 KM 0432614.8 |
 NB1897| AI7748 CANANDAIGUA RM 1                     52.106 METERS 10107     |
 NB1897| NB1899 CANANDAIGUA VETERANS HOSP STK       APPROX. 0.9 KM 1185032.7 |
 NB1897| NB1898 CANANDAIGUA VETERANS HOSP TANK      APPROX. 0.8 KM 1221418.3 |
 NB1897| NB1896 CANANDAIGUA COURTHOUSE DOME         APPROX. 2.0 KM 1972500.3 |
 NB1897| AI7749 CANANDAIGUA RM 2                     28.727 METERS 21326     |
 NB1897| AI7747 CANANDAIGUA AZ MK 2                                2304437.7 |
 NB1897|---------------------------------------------------------------------|
 NB1897
 NB1897                          SUPERSEDED SURVEY CONTROL
 NB1897
 NB1897  NAD 83(1986)-  42 54 21.84828(N)    077 16 25.35822(W) AD(       ) 2
 NB1897  NAD 27      -  42 54 21.61201(N)    077 16 26.42348(W) AD(       ) 2
 NB1897
 NB1897.Superseded values are not recommended for survey control.
 NB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1897.See file dsdata.txt to determine how the superseded data were derived.
 NB1897
 NB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN1438852892(NAD 83)
 NB1897_MARKER: DS = TRIANGULATION STATION DISK
 NB1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1897_STAMPING: CANADAIGUA 1943
 NB1897_MARK LOGO: CGS   
 NB1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1897+STABILITY: SURFACE MOTION
 NB1897
 NB1897  HISTORY     - Date     Condition        Report By
 NB1897  HISTORY     - 1943     MONUMENTED       CGS
 NB1897  HISTORY     - 1971     GOOD             LOCSUR
 NB1897  HISTORY     - 19820713 GOOD             NGS
 NB1897  HISTORY     - 19891008 GOOD             USPSQD
 NB1897  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 NB1897
 NB1897                          STATION DESCRIPTION
 NB1897
 NB1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1897'ABOUT 1-1/4 MILES NORTH BY EAST FROM THE CENTER OF CANANDAIGUA,
 NB1897'ON THE SOUTH END OF A LOW RIDGE AT THE WEST SIDE OF A LARGE RED
 NB1897'BARN WHICH IS OWNED BY THE VETERANS ADMINISTRATION.  THE STATION
 NB1897'IS 1 FOOT NORTHWEST OF THE FENCE, 25 FEET NORTHEAST OF FENCE
 NB1897'CORNER, 54 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD,
 NB1897'18 FEET NORTHWEST OF THE CENTERLINE OF DRIVEWAY TO BARN, AND
 NB1897'149.5 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN.  THE MARK
 NB1897'PROJECTS 6 INCHES AND IS STAMPED--CANANDAIGUA 1943.
 NB1897'
 NB1897'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT WEST OF
 NB1897'POWERLINE POLE MARKED RGE 3A, 15 FEET SOUTHEAST OF DRIVEWAY,
 NB1897'AND 42 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BARN.  THE MARK
 NB1897'IS SET FLUSH WITH THE GROUND.
 NB1897'
 NB1897'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 4 FEET NORTH
 NB1897'OF AN 18 INCH APPLE TREE, AND 24 FEET SOUTHWEST OF THE
 NB1897'CENTERLINE OF THE MAIN ROAD.  THE MARK PROJECTS 8 INCHES.
 NB1897'
 NB1897'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 21 FEET
 NB1897'NORTHWEST OF THE CENTERLINE OF THE ROAD, 60 FEET NORTHEAST OF
 NB1897'MT. PLEASANT STREET SIGN.  THE MARK PROJECTS 3 INCHES AND IS
 NB1897'1 FOOT SOUTHEAST OF FENCE.  REACHED FROM THE STATION BY GOING
 NB1897'SOUTH 0.1 MILE TO CHAPEL STREET, TURN RIGHT, WEST AND GO 0.5 MILE
 NB1897'TO AZIMUTH MARK ON NORTH SIDE OF ROAD.
 NB1897'
 NB1897'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 NB1897'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 NB1897'
 NB1897'REACHED FROM THE RAILROAD CROSSING AT THE NORTH EDGE OF THE
 NB1897'MAIN BUSINESS DISTRICT IN CANANDAIGUA BY GOING NORTH ON N. MAIN
 NB1897'ST. FOR 0.85 MILE TO CHAPEL ST., THEN TURN RIGHT AND GO EAST ON
 NB1897'CHAPEL ST. (PAVED AND GRAVEL) FOR 0.95 MILE.  THEN TURN LEFT AND
 NB1897'GO NORTH ON GRAVEL ALONG POWER LINES FOR 0.1 MILE TO A LARGE RED
 NB1897'BARN AND STATION SITE ON RIGHT.
 NB1897'
 NB1897'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NB1897
 NB1897                          STATION RECOVERY (1971)
 NB1897
 NB1897'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 NB1897'STATION AND R.M. NOS. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 NB1897
 NB1897                          STATION RECOVERY (1982)
 NB1897
 NB1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NB1897'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 NB1897'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR
 NB1897'BUT NOT FOUND.  THEY WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION. THE
 NB1897'DIRECTION TO REFERENCE MARK 1 CHECKED BUT A SHORTER DISTANCE OF 0.53
 NB1897'FOOT (16.15 CM) WAS NOTED TO THE MARK.  IT MAY HAVE BEEN MEASURED
 NB1897'SLOPE BEFORE.  THE MARK IS 6 INCHES UNDERGROUND AND IN A HEDGE ROW
 NB1897'MAKING RECOVERY VERY DIFFICULT.  THE OLD BARN HAS BEEN TORN DOWN.
 NB1897'REFERENCE MARK 3 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME.  A
 NB1897'NEW DESRIPTION FOLLOWS.
 NB1897'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTHEAST OF
 NB1897'CANANDAIGUA, ON THE EAST SIDE OF EAST STREET AND NORTH OF THE VETERANS
 NB1897'ADMINISTRATION BUILDING AND ON PROPERTY OWNED BY THE VETERANS
 NB1897'ADMINISTRATION.  TO REACH THE STATION FROM THE POST OFFICE IN
 NB1897'CANANDAIGUA, GO NORTH ON NORTH MAIN STREET FOR 1.2 KM (0.75 MI) TO A
 NB1897'CROSS STREET.  TURN RIGHT AND GO EAST ON CHAPEL STREET FOR 1.5 KM
 NB1897'(0.95 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON EAST STREET FOR 0.2
 NB1897'KM (0.10 MI) TO A MOWED LAWN AND THE STATION ON THE RIGHT.
 NB1897'THE STATION IS A STANDARD NGS DISK STAMPED--CANADAIGUA 1943--, SET
 NB1897'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NB1897'DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 NB1897'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--CANADAIGUA NO 1
 NB1897'1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 12 INCHES
 NB1897'(30 CM) IN DIAMETER, RECESSED 6 INCHES (15 CM) BELOW THE GROUND.
 NB1897'LOCATED 28.7 METERS (94.2 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER
 NB1897'OF THE STORM DRAIN.  7.0 METERS (23.0 FT) WEST FROM THE CENTER OF A
 NB1897'PAVED ROAD.  0.9 METER (3.0 FT) WEST FROM POWERLINE POLE NUMBER 149 B.
 NB1897'0.3 METER (1.0 FT) WEST FROM A 8-INCH TREE AT THE EAST EDGE OF HEDGE
 NB1897'ROW AND 0.9 METER (3.0 FT) LOWER THAN THE STATION.
 NB1897'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CANANDAIGUA 1943
 NB1897'NO 3 1982--, CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT (1.2 M)
 NB1897'CONCRETE BASE FOR A METAL POWERLINE POLE. IT PROJECTS 30 CM (12
 NB1897'INCHES) .  LOCATED 7.3 EAST METERS FROM THE CENTER OF EAST STREET AND
 NB1897'0.3 METER (1.0 FT) LOWER THAN THE STATION.
 NB1897'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--CANANDAIGUA 1943 NO
 NB1897'2 1982--, SET INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE
 NB1897'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 35.1 METERS (115.2 FT)
 NB1897'SOUTHWEST OF A METAL POWERLINE POLE ON THE FASTSIDE OF THE ROAD, 7.2
 NB1897'METERS (23.6 FT) WEST OF THE CENTER OF EAST STREET, 0.6 METER (2.0 FT)
 NB1897'NORTHEAST OF POWERLINE POLE NUMBER 4 AND 0.6 METER (2.0 FT) EAST OF A
 NB1897'CARSONITE WITNESS POST AND SIGN. TO REACH THE STATION FROM THE POST
 NB1897'OFFICE IN CANANDAIGUA, GO NORTH ON NORTH MAIN STREET FOR 1.2 KM (0.75
 NB1897'MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST ON CHAPEL STREET FOR
 NB1897'1.5 KM (0.95 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON EAST STREET
 NB1897'FOR 0.6 KM (0.35 MI) TO A POWERLINE POLE AND THE MARK ON THE LEFT.
 NB1897
 NB1897                          STATION RECOVERY (1989)
 NB1897
 NB1897'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB1897'RECOVERED IN GOOD CONDITION.
 NB1897
 NB1897                          STATION RECOVERY (2005)
 NB1897
 NB1897'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB1897'NEW CONSTRUCTION OF SCHOOL AT THE LOCATION, WITH WIDENING OF ROAD AND
 NB1897'DESTRUCTION OF BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1896 ***********************************************************************
 NB1896  DESIGNATION -  CANANDAIGUA COURTHOUSE DOME
 NB1896  PID         -  NB1896
 NB1896  STATE/COUNTY-  NY/ONTARIO
 NB1896  USGS QUAD   -  CANANDAIGUA (1978)
 NB1896
 NB1896                         *CURRENT SURVEY CONTROL
 NB1896  ___________________________________________________________________
 NB1896* NAD 83(1996)-  42 53 19.56624(N)    077 16 51.92871(W)     ADJUSTED  
 NB1896* NAVD 88     -                                                        
 NB1896  ___________________________________________________________________
 NB1896  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 NB1896  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NB1896
 NB1896  HORZ ORDER  -  THIRD
 NB1896
 NB1896.The horizontal coordinates were established by classical geodetic methods
 NB1896.and adjusted by the National Geodetic Survey in January 1999..
 NB1896
 NB1896
 NB1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1896
 NB1896.The geoid height was determined by GEOID03.
 NB1896
 NB1896;                    North         East     Units Scale Factor Converg.
 NB1896;SPC NY C     -   321,050.098   193,005.072   MT  0.99997745   -0 28 29.6
 NB1896;SPC NY C     - 1,053,311.86    633,217.47   sFT  0.99997745   -0 28 29.6
 NB1896;UTM  18      - 4,750,987.029   313,733.268   MT  1.00002685   -1 33 10.5
 NB1896
 NB1896                          SUPERSEDED SURVEY CONTROL
 NB1896
 NB1896  NAD 83(1986)-  42 53 19.57457(N)    077 16 51.92494(W) AD(       ) 4
 NB1896  NAD 27      -  42 53 19.34114(N)    077 16 52.98834(W) AD(       ) 3
 NB1896
 NB1896.Superseded values are not recommended for survey control.
 NB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1896.See file dsdata.txt to determine how the superseded data were derived.
 NB1896
 NB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN1373350987(NAD 83)
 NB1896_MARKER: 87 = DOME
 NB1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1896+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 NB1896
 NB1896  HISTORY     - Date     Condition        Report By
 NB1896  HISTORY     - 1943     FIRST OBSERVED   CGS
 NB1896  HISTORY     - 1948     GOOD             USPSQD
 NB1896  HISTORY     - 1983     GOOD             USPSQD
 NB1896  HISTORY     - 1989     GOOD             USPSQD
 NB1896  HISTORY     - 1990     GOOD             USPSQD
 NB1896  HISTORY     - 19991114 GOOD             USPSQD
 NB1896  HISTORY     - 20040404 GOOD             USPSQD
 NB1896
 NB1896                          STATION DESCRIPTION
 NB1896
 NB1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1896'THE STATION IS THE STATUE ON THE APEX OF THE ONTARIO COURT
 NB1896'HOUSE DOME, LOCATED IN THE TOWN OF CANANDAIGUA IN THE BLOCK OF
 NB1896'NORTH MAIN AND GORHAM STREETS.  IT IS A YELLOW BRICK BUILDING
 NB1896'WITH A DOME ON THE TOP.  THE ROOF OF THE DOME IS PAINTED A DARK
 NB1896'GREY.  POINT OBSERVED UPON, THE STATUE ON THE APEX OF THE DOME.
 NB1896
 NB1896                          STATION RECOVERY (1948)
 NB1896
 NB1896'RECOVERY NOTE BY US POWER SQUADRON 1948 (RFH)
 NB1896'STATION FOUND GOOD.
 NB1896'THE STATUE REPORTED MISSING IN REPORT OF JULY 10, 1983 HAS BEEN
 NB1896'RESTORED.
 NB1896
 NB1896                          STATION RECOVERY (1983)
 NB1896
 NB1896'RECOVERY NOTE BY US POWER SQUADRON 1983 (RFH)
 NB1896'STATION RECOVERED GOOD.
 NB1896'
 NB1896'THE STATUE ON THE APEX OF COURTHOUSE DOME HAS BEEN REMOVED.  THE
 NB1896'DOME IS A REDDISH GOLD COLOR.
 NB1896
 NB1896                          STATION RECOVERY (1989)
 NB1896
 NB1896'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB1896'RECOVERED IN GOOD CONDITION.
 NB1896
 NB1896                          STATION RECOVERY (1990)
 NB1896
 NB1896'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1896'RECOVERED IN GOOD CONDITION.
 NB1896
 NB1896                          STATION RECOVERY (1999)
 NB1896
 NB1896'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB1896'RECOVERED IN GOOD CONDITION.
 NB1896
 NB1896                          STATION RECOVERY (2004)
 NB1896
 NB1896'RECOVERY NOTE BY US POWER SQUADRON 2004 (VC)
 NB1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1898 ***********************************************************************
 NB1898  DESIGNATION -  CANANDAIGUA VETERANS HOSP TANK
 NB1898  PID         -  NB1898
 NB1898  STATE/COUNTY-  NY/ONTARIO
 NB1898  USGS QUAD   -  CANANDAIGUA (1978)
 NB1898
 NB1898                         *CURRENT SURVEY CONTROL
 NB1898  ___________________________________________________________________
 NB1898* NAD 83(1996)-  42 54 08.81757(N)    077 15 57.27657(W)     ADJUSTED  
 NB1898* NAVD 88     -                                                        
 NB1898  ___________________________________________________________________
 NB1898  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 NB1898  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NB1898
 NB1898  HORZ ORDER  -  THIRD
 NB1898
 NB1898.The horizontal coordinates were established by classical geodetic methods
 NB1898.and adjusted by the National Geodetic Survey in January 1999..
 NB1898
 NB1898
 NB1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1898
 NB1898.The geoid height was determined by GEOID03.
 NB1898
 NB1898;                    North         East     Units Scale Factor Converg.
 NB1898;SPC NY C     -   322,559.668   194,257.442   MT  0.99997571   -0 27 52.8
 NB1898;SPC NY C     - 1,058,264.51    637,326.29   sFT  0.99997571   -0 27 52.8
 NB1898;UTM  18      - 4,752,472.838   315,013.881   MT  1.00002100   -1 32 34.7
 NB1898
 NB1898                          SUPERSEDED SURVEY CONTROL
 NB1898
 NB1898  NAD 83(1986)-  42 54 08.82587(N)    077 15 57.27278(W) AD(       ) 4
 NB1898  NAD 27      -  42 54 08.58783(N)    077 15 58.33615(W) AD(       ) 3
 NB1898
 NB1898.Superseded values are not recommended for survey control.
 NB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1898.See file dsdata.txt to determine how the superseded data were derived.
 NB1898
 NB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN1501452473(NAD 83)
 NB1898_MARKER: 53 = ELEVATED TANK
 NB1898
 NB1898  HISTORY     - Date     Condition        Report By
 NB1898  HISTORY     - 1943     FIRST OBSERVED   CGS
 NB1898  HISTORY     - 1983     GOOD             USPSQD
 NB1898  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1898
 NB1898                          STATION DESCRIPTION
 NB1898
 NB1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1898'THE STATION IS THE WATER TANK OF THE U.S. VETERANS ADMINISTRATION
 NB1898'HOSPITAL WATER SUPPLY, LOCATED ON THE HOSPITAL GROUNDS JUST EAST
 NB1898'OF THE ADMINISTRATION BUILDING.  IT IS A FOUR-LEGGED STEEL
 NB1898'STRUCTURE ABOUT 100 FEET HIGH, THE ENTIRE STRUCTURE IS PAINTED
 NB1898'ALUMINUM.  POINT OBSERVED UPON, THE FINIAL ON THE APEX OF THE
 NB1898'ROOF.
 NB1898
 NB1898                          STATION RECOVERY (1983)
 NB1898
 NB1898'RECOVERY NOTE BY US POWER SQUADRON 1983 (RFH)
 NB1898'STATION RECOVERED GOOD.
 NB1898'
 NB1898'THE TANK IS PAINTED GREEN.
 NB1898
 NB1898                          STATION RECOVERY (1989)
 NB1898
 NB1898'RECOVERY NOTE BY US POWER SQUADRON 1989 (AD)
 NB1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1899 ***********************************************************************
 NB1899  DESIGNATION -  CANANDAIGUA VETERANS HOSP STK
 NB1899  PID         -  NB1899
 NB1899  STATE/COUNTY-  NY/ONTARIO
 NB1899  USGS QUAD   -  CANANDAIGUA (1978)
 NB1899
 NB1899                         *CURRENT SURVEY CONTROL
 NB1899  ___________________________________________________________________
 NB1899* NAD 83(1996)-  42 54 08.36975(N)    077 15 52.09415(W)     ADJUSTED  
 NB1899* NAVD 88     -                                                        
 NB1899  ___________________________________________________________________
 NB1899  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 NB1899  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NB1899
 NB1899  HORZ ORDER  -  THIRD
 NB1899
 NB1899.The horizontal coordinates were established by classical geodetic methods
 NB1899.and adjusted by the National Geodetic Survey in January 1999..
 NB1899
 NB1899
 NB1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1899
 NB1899.The geoid height was determined by GEOID03.
 NB1899
 NB1899;                    North         East     Units Scale Factor Converg.
 NB1899;SPC NY C     -   322,544.897   194,374.892   MT  0.99997555   -0 27 49.3
 NB1899;SPC NY C     - 1,058,216.05    637,711.62   sFT  0.99997555   -0 27 49.3
 NB1899;UTM  18      - 4,752,455.859   315,131.038   MT  1.00002047   -1 32 31.1
 NB1899
 NB1899                          SUPERSEDED SURVEY CONTROL
 NB1899
 NB1899  NAD 83(1986)-  42 54 08.37793(N)    077 15 52.09008(W) AD(       ) 4
 NB1899  NAD 27      -  42 54 08.13994(N)    077 15 53.15333(W) AD(       ) 3
 NB1899
 NB1899.Superseded values are not recommended for survey control.
 NB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1899.See file dsdata.txt to determine how the superseded data were derived.
 NB1899
 NB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN1513152456(NAD 83)
 NB1899_MARKER: 63 = STACK
 NB1899
 NB1899  HISTORY     - Date     Condition        Report By
 NB1899  HISTORY     - 1943     FIRST OBSERVED   CGS
 NB1899  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NB1899
 NB1899                          STATION DESCRIPTION
 NB1899
 NB1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1899'THE STATION IS THE RED BRICK STACK OF THE U.S. VETERANS
 NB1899'ADMINISTRATION HOSPITAL HEATING SYSTEM, LOCATED JUST EAST OF THE
 NB1899'ADMINISTRATION BUILDING ON THE HOSPITAL GROUNDS.  IT IS A RED
 NB1899'BRICK STRUCTURE ABOUT 40 FEET IN CIRCUMFERENCE, AND 125 FEET
 NB1899'HIGH.  POINT OBSERVED UPON, THE CENTER OF THE TOP OF THE STACK.
 NB1899
 NB1899                          STATION RECOVERY (1983)
 NB1899
 NB1899'RECOVERY NOTE BY US POWER SQUADRON 1983 (RFH)
 NB1899'STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3534 ***********************************************************************
 KU3534  DESIGNATION -  CANARSIE PARK 1908
 KU3534  PID         -  KU3534
 KU3534  STATE/COUNTY-  NY/KINGS
 KU3534  USGS QUAD   -  BROOKLYN (1979)
 KU3534
 KU3534                         *CURRENT SURVEY CONTROL
 KU3534  ___________________________________________________________________
 KU3534* NAD 83(1996)-  40 37 52.02184(N)    073 53 30.06115(W)     ADJUSTED  
 KU3534* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3534  ___________________________________________________________________
 KU3534  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 KU3534  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU3534
 KU3534  HORZ ORDER  -  SECOND
 KU3534
 KU3534.The horizontal coordinates were established by classical geodetic methods
 KU3534.and adjusted by the National Geodetic Survey in January 1999..
 KU3534
 KU3534.The orthometric height was scaled from a topographic map.
 KU3534
 KU3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3534
 KU3534.The geoid height was determined by GEOID03.
 KU3534
 KU3534;                    North         East     Units Scale Factor Converg.
 KU3534;SPC NY L     -    51,580.789   309,163.852   MT  1.00000217   +0 04 15.1
 KU3534;SPC NY L     -   169,227.97  1,014,315.07   sFT  1.00000217   +0 04 15.1
 KU3534;UTM  18      - 4,498,399.252   593,729.734   MT  0.99970813   +0 43 18.4
 KU3534
 KU3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3534!SPC NY L     -   1.00000444  x   1.00000217  =   1.00000661
 KU3534!UTM  18      -   1.00000444  x   0.99970813  =   0.99971257
 KU3534
 KU3534:                Primary Azimuth Mark                     Grid Az
 KU3534:SPC NY L     -  RIDGEWOOD GATE HOUSE                     001 38 37.4
 KU3534:UTM  18      -  RIDGEWOOD GATE HOUSE                     000 59 34.1
 KU3534
 KU3534|---------------------------------------------------------------------|
 KU3534| PID    Reference Object                     Distance      Geod. Az  |
 KU3534|                                                           dddmmss.s |
 KU3534| KU3530 RIDGEWOOD GATE HOUSE                APPROX. 6.6 KM 0014252.5 |
 KU3534| KU3604 SCHOOLHOUSE ATKINS AVENUE           APPROX. 4.8 KM 0124553.4 |
 KU3534| KU3379 ROCKAWAY PT LIFE SAVING STA         APPROX. 7.2 KM 1612918.2 |
 KU3534| KU3494 BERGEN BEACH SPIRE                  APPROX. 1.5 KM 1991846.3 |
 KU3534|---------------------------------------------------------------------|
 KU3534
 KU3534                          SUPERSEDED SURVEY CONTROL
 KU3534
 KU3534  NAD 83(1996)-  40 37 52.02346(N)    073 53 30.06024(W) AD(       ) 2
 KU3534  NAD 83(1992)-  40 37 52.02339(N)    073 53 30.06035(W) AD(       ) 2
 KU3534  NAD 83(1986)-  40 37 52.02359(N)    073 53 30.06018(W) AD(       ) 2
 KU3534  NAD 27      -  40 37 51.64800(N)    073 53 31.56900(W) AD(       ) 2
 KU3534
 KU3534.Superseded values are not recommended for survey control.
 KU3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3534.See file dsdata.txt to determine how the superseded data were derived.
 KU3534
 KU3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9373098399(NAD 83)
 KU3534_MARKER: B = BOLT
 KU3534_SETTING: 0 = UNSPECIFIED SETTING
 KU3534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3534
 KU3534  HISTORY     - Date     Condition        Report By
 KU3534  HISTORY     - 1908     MONUMENTED       CGS
 KU3534  HISTORY     - 1914     GOOD             CGS
 KU3534  HISTORY     - 1928     GOOD             CGS
 KU3534  HISTORY     - 1932     GOOD             CGS
 KU3534  HISTORY     - 1947     GOOD             CGS
 KU3534  HISTORY     - 1952     GOOD             CGS
 KU3534
 KU3534                          STATION DESCRIPTION
 KU3534
 KU3534'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KU3534'STATION CANARSIE, IS A 73-FOOT TRIPOD AND SCAFFOLD ERECTED
 KU3534'IN CANARSIE PARK, SITUATED IN CANARSIE, BOROUGH OF BROOKLYN,
 KU3534'NEW YORK.
 KU3534'
 KU3534'THE STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS
 KU3534'MARKING BOLT SET IN A GRANITE BLOCK 6- BY 6- INCHES BY 3- FEET,
 KU3534'SET IN CONCRETE 3- BY 3- BY 4- FEET.  THE EXACT POINT IS A SMALL
 KU3534'HOLE DRILLED IN TOP OF BOLT.
 KU3534'
 KU3534'REACHED BY TAKING CANARSIE CAR AT THE WILLIAMSBURGH
 KU3534'BRIDGE, OR FROM THE BROOKLYN CITY HALL BY TAKING THE DOUGLAS
 KU3534'STREET CAR, AND CHANGING AT ROCKAWAY AVENUE TO CANARSIE CAR,
 KU3534'GETTING OFF AT CANARSIE WHITE HOUSE HOTEL WHICH IS BUT A FEW
 KU3534'HUNDRED FEET FROM THE STATION.
 KU3534
 KU3534                          STATION RECOVERY (1914)
 KU3534
 KU3534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (EBL)
 KU3534'NO MARK ON SURFACE, GRASS IN PARK ABOUT 8 INCHES ABOVE OLD
 KU3534'SURFACE MARK.  CUSTODIAN OF PARK KNOWS LOCATION OF THE
 KU3534'STATION.  REACHED BY CANARSIE TRAINS B.R.T. FROM CITY HALL,
 KU3534'MANHATTAN.
 KU3534
 KU3534                          STATION RECOVERY (1928)
 KU3534
 KU3534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CDM)
 KU3534'STATION RECOVERED AS DESCRIBED.  A COMFORT STATION HAS BEEN BUILT
 KU3534'NW OF THE STATION.
 KU3534
 KU3534                          STATION RECOVERY (1932)
 KU3534
 KU3534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3534'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KU3534'
 KU3534'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS NEAR THE
 KU3534'WATERFRONT ON THE NW SIDE OF JAMAICA BAY, IN THE CANARSIE SECTION
 KU3534'OF BROOKLYN ON THE SW CORNER OF EAST 93RD STREET AND SKIDMORE
 KU3534'AVENUE, IN CANARSIE PARK.  IT IS LOCATED 15.2 METERS S OF THE
 KU3534'CENTER LINE OF EAST 93RD STREET, 65 METERS W OF THE CENTER LINE
 KU3534'OF SKIDMORE AVENUE, NEAR THE NE CORNER OF A RED-BRICK
 KU3534'COMFORT STATION.
 KU3534'
 KU3534'CENTER IS MARKED BY THE DRILL-HOLE IN AN OLD-STYLE C AND GS
 KU3534'BRASS BOLT SET IN A 6- BY 6-INCH BY 3-FOOT GRANITE POST SET IN
 KU3534'A 3- BY 3- BY 4-FOOT MASS OF CONCRETE 1 FOOT BELOW
 KU3534'GROUND.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3534'
 KU3534'TO NE CORNER OF BRICK COMFORT STATION - 4.73 METERS.
 KU3534'
 KU3534'TO NW CORNER OF BRICK COMFORT STATION - 13.97 METERS.
 KU3534'
 KU3534'NO REFERENCE MARKS WERE PLACED (NOW OR ORIGINALLY).
 KU3534
 KU3534                          STATION RECOVERY (1947)
 KU3534
 KU3534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3534'STATION RECOVERED IN GOOD CONDITION.  THE 1932 RECOVERY NOTE
 KU3534'IS ADEQUATE, EXCEPT FOR THE FOLLOWING--
 KU3534'
 KU3534'ADD--THERE IS AN IRON BOX WITH COVER OVER THE STATION.  COVER
 KU3534'HAS THE FOLLOWING WORDS CAST IN--MONUMENT TOPOGRAPHICAL
 KU3534'BUREAU-BROOKLYN.
 KU3534
 KU3534                          STATION RECOVERY (1952)
 KU3534
 KU3534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3534'RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION IS CORRECT
 KU3534'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3441 ***********************************************************************
 KU3441  DESIGNATION -  CANARSIE POL 1908
 KU3441  PID         -  KU3441
 KU3441  STATE/COUNTY-  NY/KINGS
 KU3441  USGS QUAD   -  CONEY ISLAND (1979)
 KU3441
 KU3441                         *CURRENT SURVEY CONTROL
 KU3441  ___________________________________________________________________
 KU3441* NAD 83(1996)-  40 37 14.70538(N)    073 52 35.71646(W)     ADJUSTED  
 KU3441* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3441  ___________________________________________________________________
 KU3441  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KU3441  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU3441
 KU3441  HORZ ORDER  -  THIRD
 KU3441
 KU3441.The horizontal coordinates were established by classical geodetic methods
 KU3441.and adjusted by the National Geodetic Survey in January 1999..
 KU3441
 KU3441.The orthometric height was scaled from a topographic map.
 KU3441
 KU3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3441
 KU3441.The geoid height was determined by GEOID03.
 KU3441
 KU3441;                    North         East     Units Scale Factor Converg.
 KU3441;SPC NY L     -    50,431.402   310,442.613   MT  1.00000287   +0 04 50.6
 KU3441;SPC NY L     -   165,457.02  1,018,510.47   sFT  1.00000287   +0 04 50.6
 KU3441;UTM  18      - 4,497,264.796   595,021.090   MT  0.99971114   +0 43 53.2
 KU3441
 KU3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3441!SPC NY L     -   1.00000445  x   1.00000287  =   1.00000732
 KU3441!UTM  18      -   1.00000445  x   0.99971114  =   0.99971558
 KU3441
 KU3441                          SUPERSEDED SURVEY CONTROL
 KU3441
 KU3441  NAD 83(1986)-  40 37 14.70725(N)    073 52 35.71535(W) AD(       ) 3
 KU3441  NAD 27      -  40 37 14.33200(N)    073 52 37.22700(W) AD(       ) 3
 KU3441
 KU3441.Superseded values are not recommended for survey control.
 KU3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3441.See file dsdata.txt to determine how the superseded data were derived.
 KU3441
 KU3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9502197265(NAD 83)
 KU3441_MARKER: B = BOLT
 KU3441_SETTING: 0 = UNSPECIFIED SETTING
 KU3441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3441
 KU3441  HISTORY     - Date     Condition        Report By
 KU3441  HISTORY     - 1908     MONUMENTED       CGS
 KU3441  HISTORY     - 1914     SEE DESCRIPTION  CGS
 KU3441  HISTORY     - 1928     MARK NOT FOUND   CGS
 KU3441  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KU3441  HISTORY     - 1947     MARK NOT FOUND   CGS
 KU3441
 KU3441                          STATION DESCRIPTION
 KU3441
 KU3441'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KU3441'THIS STATION IS SITUATED UPON AN ISLAND KNOWN AS CANARSIE POL,
 KU3441'DISTANT ABOUT ONE MILE SSE FROM CANARSIE SHORE AND 800 FEET IN A
 KU3441'SOUTHWESTERLY DIRECTION FROM THE SOUTHERLY END OF CANARSIE
 KU3441'BREAKWATER.
 KU3441'
 KU3441'THE ISLAND CONSISTS OF CLAM SHELLS AND IS ABOUT 130 FEET IN
 KU3441'LENGTH, THE WIDTH VARYING FROM 10 TO 25 FEET.
 KU3441'
 KU3441'THE MONUMENT IS LOCATED 30 FEET SW FROM THE NORTHEASTERLY END
 KU3441'OF SAID ISLAND.  THE MONUMENT IS OF CONCRETE 3- BY 3- BY 3-FEET
 KU3441'UPON A DRIVEN PILE STAGING.  IT HAS IRON MONUMENT COVER, AS USED
 KU3441'BY TOPOGRAPHICAL BUREAU, BOROUGH OF BROOKLYN, AND A REGULAR
 KU3441'U.S.C. AND G.S. BRASS MARKING BOLT.  TOP OF MONUMENT IS ABOUT 1
 KU3441'FOOT ABOVE HIGH WATER MARK.
 KU3441'
 KU3441'THIS STATION MAY BE REACHED BY TROLLEY DIRECTLY TO CANARSIE FROM
 KU3441'THE WILLIAMSBURGH BRIDGE, OR BY TROLLEY FROM BROOKLYN BRIDGE TO
 KU3441'ROCKAWAY AVENUE AND TO CANARSIE VIA ROCKAWAY AVENUE TROLLEY.  FROM
 KU3441'CANARSIE TAKE BOAT TO CANARSIE POL.
 KU3441
 KU3441                          STATION RECOVERY (1914)
 KU3441
 KU3441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (EBL)
 KU3441'GONE AS A TRIANGULATION STATION, REMAINS OF THE UNDERGROUND MARK
 KU3441'IN EXISTENCE 1914 WILL PROBABLY DISAPPEAR WITHIN THE YEAR.
 KU3441'
 KU3441'LETTER FROM CITY OF NEW YORK 5/18/27--MONUMENT WILL BE COVERED BY
 KU3441'ABOUT 6 FEET OF FILL, ALLOWED TO HARDEN AND THE POINT REPLACED ON
 KU3441'THE THEN EXISTING SURFACE.
 KU3441
 KU3441                          STATION RECOVERY (1928)
 KU3441
 KU3441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CDM)
 KU3441'THE TOPOGRAPHY IN THE VICINITY HAS BEEN EXTENSIVELY CHANGED BY A
 KU3441'FILL WHICH ACCORDING TO LOCAL PERSONS NOW COVERS THE STATION WITH
 KU3441'ABOUT EIGHT FEET OF SAND.  THE COST OF RECOVERING THIS STATION
 KU3441'BY DIGGING WOULD BE PROHIBITIVE.  FOR ALL PRACTICAL PURPOSES THE
 KU3441'STATION IS LOST.
 KU3441
 KU3441                          STATION RECOVERY (1931)
 KU3441
 KU3441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3441'RECOVERED IN FAIR CONDITION FROM THE ORIGINAL DESCRIPTION.  THE
 KU3441'BOROUGH ENGINEER HAS RAISED AND REMARKED THIS STATION TO BRING IT
 KU3441'ABOVE AN EXTENSIVE FILL.
 KU3441'
 KU3441'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS IN THE NW PART
 KU3441'OF JAMAICA BAY ON AN UNOCCUPIED BARREN ISLAND CALLED CANARSIE
 KU3441'POL.  THE STATION IS NEAR THE CENTER OF THIS SAND-FILLED ISLAND,
 KU3441'APPROXIMATELY 250 METERS S OF AN OLD DIKE.
 KU3441'
 KU3441'CENTER IS MARKED BY THE CROSS-CUT ATOP A 6- BY 6-INCH MARBLE POST
 KU3441'SET IN A BARREL OF CONCRETE AND PROJECTING ABOUT 1 FOOT ABOVE THE
 KU3441'SAND-LEVEL.  THIS MARK IS CAPPED BY AN IRON (TOPOGRAPHICAL BUREAU
 KU3441'OF BROOKLYN) COVER.  NO REFERENCE MARKS WERE PLACED NOR ANY
 KU3441'REFERENCE MEASUREMENTS TAKEN.
 KU3441'
 KU3441'SHIFTING SAND MAY COVER THIS MARK.
 KU3441
 KU3441                          STATION RECOVERY (1947)
 KU3441
 KU3441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3441'STATION WAS NOT RECOVERED DURING A THREE HOUR SEARCH.  SEXTANT
 KU3441'AND ANGLES FROM CHARTED LANDMARKS WERE USED.  STATION MIGHT BE
 KU3441'RECOVERED WITH A PLANE TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3535 ***********************************************************************
 KU3535  DESIGNATION -  CANARSIE THE WHITE HOUSE FLAG
 KU3535  PID         -  KU3535
 KU3535  STATE/COUNTY-  NY/KINGS
 KU3535  USGS QUAD   -  BROOKLYN (1979)
 KU3535
 KU3535                         *CURRENT SURVEY CONTROL
 KU3535  ___________________________________________________________________
 KU3535* NAD 83(1996)-  40 37 53.78825(N)    073 53 25.64090(W)     ADJUSTED  
 KU3535* NAVD 88     -                                                        
 KU3535  ___________________________________________________________________
 KU3535  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 KU3535  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KU3535
 KU3535  HORZ ORDER  -  THIRD
 KU3535
 KU3535.The horizontal coordinates were established by classical geodetic methods
 KU3535.and adjusted by the National Geodetic Survey in January 1999..
 KU3535
 KU3535
 KU3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3535
 KU3535.The geoid height was determined by GEOID03.
 KU3535
 KU3535;                    North         East     Units Scale Factor Converg.
 KU3535;SPC NY L     -    51,635.405   309,267.663   MT  1.00000213   +0 04 17.9
 KU3535;SPC NY L     -   169,407.16  1,014,655.66   sFT  1.00000213   +0 04 17.9
 KU3535;UTM  18      - 4,498,455.027   593,832.887   MT  0.99970837   +0 43 21.3
 KU3535
 KU3535                          SUPERSEDED SURVEY CONTROL
 KU3535
 KU3535  NAD 83(1996)-  40 37 53.78994(N)    073 53 25.64026(W) AD(       ) 4
 KU3535  NAD 83(1992)-  40 37 53.78990(N)    073 53 25.64029(W) AD(       ) 4
 KU3535  NAD 83(1986)-  40 37 53.79002(N)    073 53 25.64000(W) AD(       ) 4
 KU3535  NAD 27      -  40 37 53.41500(N)    073 53 27.14900(W) AD(       ) 3
 KU3535
 KU3535.Superseded values are not recommended for survey control.
 KU3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3535.See file dsdata.txt to determine how the superseded data were derived.
 KU3535
 KU3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9383398455(NAD 83)
 KU3535_MARKER: 62 = FLAGPOLE
 KU3535
 KU3535  HISTORY     - Date     Condition        Report By
 KU3535  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU3535
 KU3535                          STATION DESCRIPTION
 KU3535
 KU3535'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3535'THE FLAGPOLE -- IN THE CANARSIE SECTION OF BROOKLYN AT THE
 KU3535'INTERSECTION OF SKIDMORE AVENUE AND CANARSIE ROAD AND EAST 95TH
 KU3535'STREET, AND W OF THE ROCKAWAY AVENUE STREET CAR LINE -- RISING FROM
 KU3535'THE CENTER OF THE RED-ROOFED HEXAGONAL CUPOLA ON THE SW CORNER
 KU3535'OF A BUILDING KNOWN AS THE WHITE HOUSE (A 3-STORY CLAPBOARD GRAY
 KU3535'STRUCTURE).
 KU3535'
 KU3535'THE STATION IS THE BASE OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0999 ***********************************************************************
 OE0999  DESIGNATION -  CANASTOTA A
 OE0999  PID         -  OE0999
 OE0999  STATE/COUNTY-  NY/MADISON
 OE0999  USGS QUAD   -  CANASTOTA (1993)
 OE0999
 OE0999                         *CURRENT SURVEY CONTROL
 OE0999  ___________________________________________________________________
 OE0999* NAD 83(1996)-  43 04 10.43818(N)    075 45 59.38532(W)     ADJUSTED  
 OE0999* NAVD 88     -       155.190  (meters)     509.15   (feet)  ADJUSTED  
 OE0999  ___________________________________________________________________
 OE0999  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 OE0999  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OE0999  DYNAMIC HT  -         155.150 (meters)     509.02  (feet)  COMP
 OE0999  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OE0999
 OE0999  HORZ ORDER  -  THIRD
 OE0999  VERT ORDER  -  SECOND    CLASS 0
 OE0999
 OE0999.The horizontal coordinates were established by classical geodetic methods
 OE0999.and adjusted by the National Geodetic Survey in January 1999..
 OE0999
 OE0999.The orthometric height was determined by differential leveling
 OE0999.and adjusted by the National Geodetic Survey in June 1991..
 OE0999
 OE0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE0999
 OE0999.The geoid height was determined by GEOID03.
 OE0999
 OE0999.The dynamic height is computed by dividing the NAVD 88
 OE0999.geopotential number by the normal gravity value computed on the
 OE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0999.degrees latitude (g = 980.6199 gals.).
 OE0999
 OE0999.The modeled gravity was interpolated from observed gravity values.
 OE0999
 OE0999;                    North         East     Units Scale Factor Converg.
 OE0999;SPC NY C     -   341,221.737   316,526.520   MT  0.99999193   +0 33 28.2
 OE0999;SPC NY C     - 1,119,491.65  1,038,470.76   sFT  0.99999193   +0 33 28.2
 OE0999;UTM  18      - 4,768,825.110   437,594.581   MT  0.99964791   -0 31 24.4
 OE0999
 OE0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE0999!SPC NY C     -   0.99998083  x   0.99999193  =   0.99997276
 OE0999!UTM  18      -   0.99998083  x   0.99964791  =   0.99962874
 OE0999
 OE0999                          SUPERSEDED SURVEY CONTROL
 OE0999
 OE0999  NAD 83(1986)-  43 04 10.44318(N)    075 45 59.38366(W) AD(       ) 4
 OE0999  NAD 27      -  43 04 10.20200(N)    075 46 00.71200(W) AD(       ) 3
 OE0999  NGVD 29 (??/??/92)  155.368  (m)          509.74   (f) ADJ UNCH    2 0
 OE0999
 OE0999.Superseded values are not recommended for survey control.
 OE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0999.See file dsdata.txt to determine how the superseded data were derived.
 OE0999
 OE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3759568825(NAD 83)
 OE0999_MARKER: DB = BENCH MARK DISK
 OE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0999_STAMPING: CANASTOTA A 1942
 OE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0999+STABILITY: SURFACE MOTION
 OE0999
 OE0999  HISTORY     - Date     Condition        Report By
 OE0999  HISTORY     - 1942     MONUMENTED       CGS
 OE0999  HISTORY     - 1957     MARK NOT FOUND   NGS
 OE0999  HISTORY     - 19970419 GOOD             USPSQD
 OE0999
 OE0999                          STATION DESCRIPTION
 OE0999
 OE0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE0999'THIS INTERSECTION STATION IS A STANDARD C.A.A. BEACON LOCATED ON
 OE0999'THE N SIDE OF STATE ROUTE 5 JUST W OF CANASTOTA.  TOWER IS ABOUT
 OE0999'75 FEET HIGH.  THERE ARE WHITE E AND W DIRECTIONAL LIGHTS AT THE
 OE0999'TOP.  THE POINT OBSERVED UPON WAS THE REVOLVING WHITE LIGHT.
 OE0999
 OE0999                          STATION RECOVERY (1957)
 OE0999
 OE0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OE0999'0.7 MI W FROM CANASTOTA.
 OE0999'0.7 MILE WEST ALONG STATE HIGHWAY 5 FROM THE CROSSING OF THE LEHIGH
 OE0999'VALLEY RAILROAD AT CANASTOTA, MADISON COUNTY, AT THE CANASTOTA
 OE0999'AIRPORT, 14 FEET NORTHEAST OF POLE NYP 220, 37 FEET NORTH OF THE
 OE0999'CENTERLINE OF STATE HIGHWAY 5, 21 FEET WEST OF THE CENTERLINE OF A
 OE0999'DIRT ROAD, AND 2 FEET SOUTH OF A WITNESS POST. A STANDARD DISK,
 OE0999'STAMPED CANASTOTA A 1942 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 OE0999'POLE NYP 220 HAS BEEN MOVED. MEASUREMENT FROM ROUTE 5 AND DIRT ROAD
 OE0999'NOW PAVED, MADE BUT UNABLE TO LOCATE WITNESS POST. AREA HAS BEEN DUG
 OE0999'UP FOR LAYING OF WATER PIPES AND REFILLED. POST MAY HAVE BEEN
 OE0999'DESTROYED THEN.
 OE0999
 OE0999                          STATION RECOVERY (1997)
 OE0999
 OE0999'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2317 ***********************************************************************
 KU2317  DESIGNATION -  CANDLE
 KU2317  PID         -  KU2317
 KU2317  STATE/COUNTY-  NY/SUFFOLK
 KU2317  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2317
 KU2317                         *CURRENT SURVEY CONTROL
 KU2317  ___________________________________________________________________
 KU2317* NAD 83(1996)-  40 45 51.50559(N)    073 14 57.30342(W)     ADJUSTED  
 KU2317* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 KU2317  ___________________________________________________________________
 KU2317  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KU2317  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KU2317
 KU2317  HORZ ORDER  -  FIRST
 KU2317
 KU2317.The horizontal coordinates were established by classical geodetic methods
 KU2317.and adjusted by the National Geodetic Survey in January 1999..
 KU2317
 KU2317.The orthometric height was scaled from a topographic map.
 KU2317
 KU2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2317
 KU2317.The geoid height was determined by GEOID03.
 KU2317
 KU2317;                    North         East     Units Scale Factor Converg.
 KU2317;SPC NY L     -    66,637.221   363,387.851   MT  0.99999602   +0 29 27.8
 KU2317;SPC NY L     -   218,625.62  1,192,214.97   sFT  0.99999602   +0 29 27.8
 KU2317;UTM  18      - 4,514,067.807   647,767.364   MT  0.99986876   +1 08 36.1
 KU2317
 KU2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2317!SPC NY L     -   1.00000146  x   0.99999602  =   0.99999748
 KU2317!UTM  18      -   1.00000146  x   0.99986876  =   0.99987022
 KU2317
 KU2317|---------------------------------------------------------------------|
 KU2317| PID    Reference Object                     Distance      Geod. Az  |
 KU2317|                                                           dddmmss.s |
 KU2317| CB6658 CANDLE RM 1                          22.514 METERS 20522     |
 KU2317| CB6659 CANDLE RM 2                          29.106 METERS 28703     |
 KU2317| CB6657 CANDLE AZ MK                                       2954554.0 |
 KU2317|---------------------------------------------------------------------|
 KU2317
 KU2317                          SUPERSEDED SURVEY CONTROL
 KU2317
 KU2317  NAD 83(1996)-  40 45 51.50802(N)    073 14 57.30296(W) AD(       ) 1
 KU2317  NAD 83(1992)-  40 45 51.50724(N)    073 14 57.30247(W) AD(       ) 1
 KU2317  NAD 83(1986)-  40 45 51.50970(N)    073 14 57.30361(W) AD(       ) 1
 KU2317  NAD 27      -  40 45 51.15683(N)    073 14 58.88376(W) AD(       ) 1
 KU2317
 KU2317.Superseded values are not recommended for survey control.
 KU2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2317.See file dsdata.txt to determine how the superseded data were derived.
 KU2317
 KU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4776714068(NAD 83)
 KU2317_MARKER: DS = TRIANGULATION STATION DISK
 KU2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2317_STAMPING: CANDLE 1967
 KU2317_MARK LOGO: CGS   
 KU2317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2317+STABILITY: SURFACE MOTION
 KU2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2317+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2002
 KU2317
 KU2317  HISTORY     - Date     Condition        Report By
 KU2317  HISTORY     - 1967     MONUMENTED       CGS
 KU2317  HISTORY     - 1978     GOOD             NGS
 KU2317  HISTORY     - 19951024 GOOD             NYDT
 KU2317  HISTORY     - 20020212 GOOD             SEAR
 KU2317
 KU2317                          STATION DESCRIPTION
 KU2317
 KU2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2317'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE VILLAGE OF
 KU2317'BRENTWOOD, ABOUT 2-1/2 MILES NORTH OF BAY SHORE, 2-1/2 MILES
 KU2317'WEST OF THE CENTRAL ISLIP STATE HOSPITAL, 1 MILE SOUTH OF THE
 KU2317'LONG ISLAND RAILROAD AND ON PROPERTY OF THE TOWN OF ISLIP.
 KU2317'
 KU2317'TO REACH THE STATION FROM WHERE BRENTWOOD ROAD CROSSES OVER THE
 KU2317'SUNRISE HIGHWAY (STATE HIGHWAY 27), GO NORTH ON BRENTWOOD ROAD FOR
 KU2317'1.0 MILE TO THE SOUTHERN STATE PARKWAY.  CONTINUE NORTH ON
 KU2317'BRENTWOOD ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO
 KU2317'NORTHWEST ON CANDLEWOOD ROAD FOR 0.2 MILE TO THE STATION ON THE
 KU2317'LEFT.
 KU2317'
 KU2317'THE STATION MARK IS A STANDARD DISK STAMPED CANDLE 1967, SET
 KU2317'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2317'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 36 FEET SOUTHWEST OF THE
 KU2317'CENTER OF THE INTERSECTION OF CANDLEWOOD ROAD AND ARBELL DRIVE,
 KU2317'35 FEET NORTH-NORTHEAST OF THE CENTER OF MICHIGAN AVENUE, 19
 KU2317'FEET EAST OF A J. F. KENNEDY MEMORIAL MONUMENT AND 18.2 FEET
 KU2317'WEST-NORTHWEST OF A FLAGPOLE.
 KU2317'
 KU2317'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CANDLE NO 1 1967,
 KU2317'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2317'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 23 FEET SOUTH OF THE
 KU2317'CENTER OF MICHIGAN AVENUE, 21 FEET EAST OF THE CENTER OF ILLINOIS
 KU2317'AVENUE, 4.5 FEET NORTHWEST OF A FENCE CORNER AND 3.6 FEET
 KU2317'NORTHEAST OF A POWER LINE POLE.
 KU2317'
 KU2317'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CANDLE NO 2 1967,
 KU2317'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU2317'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 50 FEET SOUTH OF THE
 KU2317'CENTER OF CANDLEWOOD ROAD, 19 FEET WEST OF THE CENTER OF ILLINOIS
 KU2317'AVENUE AND 1.6 FEET WEST OF THE WEST CURB OF ILLINOIS
 KU2317'AVENUE.
 KU2317'
 KU2317'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANDLE 1967, SET IN
 KU2317'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KU2317'2 INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER
 KU2317'OF THE INTERSECTION OF CANDLEWOOD ROAD AND EAST 3RD AVENUE,
 KU2317'5.5 FEET EAST-SOUTHEAST OF POWER LINE POLE NO. 58 AND 1.5 FEET
 KU2317'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 KU2317'
 KU2317'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 KU2317'CANDLEWOOD ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 KU2317'
 KU2317'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU2317
 KU2317                          STATION RECOVERY (1978)
 KU2317
 KU2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2317'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KU2317'RECOVERED.  THE AZIMUTH MARK DISK HAS BEEN BADLY DEFACED BUT IS STILL
 KU2317'LEGIBLE AND SOLID.  THE 1967 DESCRIPTION IS ADEQUATE FOR RECOVERING
 KU2317'THE STATION.
 KU2317
 KU2317                          STATION RECOVERY (1995)
 KU2317
 KU2317'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (SDE)
 KU2317'1967 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.  *SITE IS
 KU2317'SUITABLE FOR SATELLITE OBSERVATIONS.
 KU2317
 KU2317                          STATION RECOVERY (2002)
 KU2317
 KU2317'RECOVERY NOTE BY SEAR-BROWN 2002 (SFM)
 KU2317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0076 ***********************************************************************
 OG0076  DESIGNATION -  CANFIELD USLS
 OG0076  PID         -  OG0076
 OG0076  STATE/COUNTY-  NY/NIAGARA
 OG0076  USGS QUAD   -  
 OG0076
 OG0076                         *CURRENT SURVEY CONTROL
 OG0076  ___________________________________________________________________
 OG0076* NAD 83(1986)-  43 17 51.     (N)    078 54 09.     (W)     SCALED    
 OG0076* NAVD 88     -        81.953  (meters)     268.87   (feet)  ADJUSTED  
 OG0076  ___________________________________________________________________
 OG0076  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OG0076  DYNAMIC HT  -          81.936 (meters)     268.82  (feet)  COMP
 OG0076  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 OG0076
 OG0076  VERT ORDER  -  FIRST     CLASS 0
 OG0076
 OG0076.The horizontal coordinates were scaled from a topographic map and have
 OG0076.an estimated accuracy of +/- 6 seconds.
 OG0076
 OG0076.The orthometric height was determined by differential leveling
 OG0076.and adjusted by the National Geodetic Survey in June 1991..
 OG0076
 OG0076.The geoid height was determined by GEOID03.
 OG0076
 OG0076.The dynamic height is computed by dividing the NAVD 88
 OG0076.geopotential number by the normal gravity value computed on the
 OG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0076.degrees latitude (g = 980.6199 gals.).
 OG0076
 OG0076.The modeled gravity was interpolated from observed gravity values.
 OG0076
 OG0076;                    North         East    Units  Estimated Accuracy
 OG0076;SPC NY W     -   366,270.      324,100.      MT  (+/- 180 meters Scaled)
 OG0076
 OG0076                          SUPERSEDED SURVEY CONTROL
 OG0076
 OG0076  NGVD 29 (??/??/92)   82.141  (m)          269.49   (f) ADJ UNCH    1 0
 OG0076
 OG0076.Superseded values are not recommended for survey control.
 OG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0076.See file dsdata.txt to determine how the superseded data were derived.
 OG0076
 OG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH701959(NAD 83)
 OG0076_MARKER: Z = SEE DESCRIPTION
 OG0076_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0076+WITH SETTING: INTO GROUND
 OG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0076+STABILITY: SURFACE MOTION
 OG0076
 OG0076  HISTORY     - Date     Condition        Report By
 OG0076  HISTORY     - UNK      MONUMENTED       USLS
 OG0076  HISTORY     - 1967     GOOD             USLS
 OG0076  HISTORY     - 1977     GOOD             NGS
 OG0076
 OG0076                          STATION DESCRIPTION
 OG0076
 OG0076'DESCRIBED BY US LAKE SURVEY 1967
 OG0076'4.0 MI W FROM WILSON VILLAGE.
 OG0076'IS IN NIAGARA COUNTY, NEW YORK, APPROXIMATELY 4.0 MILES WEST OF
 OG0076'WILSON VILLAGE LIMITS, ABOUT 0.4 MILE EAST OF RONSONVILLE ROAD, 450
 OG0076'FEET SOUTHEAST OF CENTERLINE OF WEST LAKE ROAD (HIGHWAY NO. 18), 31.7
 OG0076'FEET SOUTHWEST OF A 30-INCH CHESTNUT, 29.5 FEET EAST OF NORTHEAST
 OG0076'CORNER OF NORTHWEST WING OF A 1-1/2-STORY FRAME DWELLING AT 2644 WEST
 OG0076'LAKE ROAD, 1.9 FEET NORTHERLY OF THE NORTHEAST CORNER AND IN LINE
 OG0076'WITH EAST FACE OF MAIN DWELLING, 1/2 FOOT BELOW THE GROUND SURFACE,
 OG0076'BEING HIGHEST POINT OVER A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 OG0076'8 FEET LONG.
 OG0076
 OG0076                          STATION RECOVERY (1977)
 OG0076
 OG0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4425 ***********************************************************************
 LX4425  DESIGNATION -  CANNOO HILLS
 LX4425  PID         -  LX4425
 LX4425  STATE/COUNTY-  NY/DUTCHESS
 LX4425  USGS QUAD   -  MILLBROOK (1960)
 LX4425
 LX4425                         *CURRENT SURVEY CONTROL
 LX4425  ___________________________________________________________________
 LX4425* NAD 83(1996)-  41 47 27.92597(N)    073 44 08.77526(W)     ADJUSTED  
 LX4425* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LX4425  ___________________________________________________________________
 LX4425  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 LX4425  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LX4425
 LX4425  HORZ ORDER  -  FIRST
 LX4425
 LX4425.The horizontal coordinates were established by classical geodetic methods
 LX4425.and adjusted by the National Geodetic Survey in January 1999..
 LX4425
 LX4425.The orthometric height was scaled from a topographic map.
 LX4425
 LX4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4425
 LX4425.The geoid height was determined by GEOID03.
 LX4425
 LX4425;                    North         East     Units Scale Factor Converg.
 LX4425;SPC NY E     -   328,680.840   213,517.501   MT  0.99994963   +0 30 33.5
 LX4425;SPC NY E     - 1,078,347.06    700,515.33   sFT  0.99994963   +0 30 33.5
 LX4425;SPC CT       -   259,236.365   222,864.483   MT  0.99999321   -0 39 13.0
 LX4425;SPC CT       -   850,511.31    731,181.22   sFT  0.99999321   -0 39 13.0
 LX4425;SPC MA M     -   840,301.376    14,183.190   MT  0.99998995   -1 30 06.6
 LX4425;SPC MA M     - 2,756,888.76     46,532.68   sFT  0.99998995   -1 30 06.6
 LX4425;UTM  18      - 4,627,354.039   605,043.174   MT  0.99973578   +0 50 33.3
 LX4425
 LX4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4425!SPC NY E     -   0.99996996  x   0.99994963  =   0.99991959
 LX4425!SPC CT       -   0.99996996  x   0.99999321  =   0.99996317
 LX4425!SPC MA M     -   0.99996996  x   0.99998995  =   0.99995991
 LX4425!UTM  18      -   0.99996996  x   0.99973578  =   0.99970575
 LX4425
 LX4425:                Primary Azimuth Mark                     Grid Az
 LX4425:SPC NY E     -  FIRE TOWER                               011 14 04.3
 LX4425:SPC CT       -  FIRE TOWER                               012 23 50.8
 LX4425:SPC MA M     -  FIRE TOWER                               013 14 44.4
 LX4425:UTM  18      -  FIRE TOWER                               010 54 04.5
 LX4425
 LX4425|---------------------------------------------------------------------|
 LX4425| PID    Reference Object                     Distance      Geod. Az  |
 LX4425|                                                           dddmmss.s |
 LX4425| LX4426 FIRE TOWER                          APPROX.19.6 KM 0114437.8 |
 LX4425| CB3765 CANNOO HILLS AZ MK                                 2340144.5 |
 LX4425| LX4552 FLASHING WHITE BEACON               APPROX.12.6 KM 2683433.5 |
 LX4425| LX4550 BROWNIE                             APPROX.11.8 KM 3132833.5 |
 LX4425|---------------------------------------------------------------------|
 LX4425
 LX4425                          SUPERSEDED SURVEY CONTROL
 LX4425
 LX4425  NAD 83(1996)-  41 47 27.92657(N)    073 44 08.77596(W) AD(       ) 1
 LX4425  NAD 83(1996)-  41 47 27.92661(N)    073 44 08.77617(W) AD(       ) 1
 LX4425  NAD 83(1992)-  41 47 27.92684(N)    073 44 08.77620(W) AD(       ) 1
 LX4425  NAD 83(1992)-  41 47 27.92751(N)    073 44 08.77655(W) AD(       ) 1
 LX4425  NAD 83(1986)-  41 47 27.92737(N)    073 44 08.77542(W) AD(       ) 1
 LX4425  NAD 27      -  41 47 27.58800(N)    073 44 10.31100(W) AD(       ) 1
 LX4425
 LX4425.Superseded values are not recommended for survey control.
 LX4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4425.See file dsdata.txt to determine how the superseded data were derived.
 LX4425
 LX4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0504327354(NAD 83)
 LX4425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4425_SETTING: 66 = SET IN ROCK OUTCROP
 LX4425
 LX4425  HISTORY     - Date     Condition        Report By
 LX4425  HISTORY     - 1938     MONUMENTED       CGS
 LX4425  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4425  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 LX4425
 LX4425                          STATION DESCRIPTION
 LX4425
 LX4425'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4425'STATION IS ON SW AND HIGHER OF TWO SUMMITS OF WHAT IS KNOWN AS
 LX4425'CANNOO HILLS, 2-1/4 MILES NW OF MILLBROOK, 1 MILE ENE OF
 LX4425'WASHINGTON HOLLOW ON PROPERTY OF M.B. CARY, JR. OF MILLBROOK,
 LX4425'NEW YORK.  MARK IS A STANDARD MARK SET IN OUTCROPPING BEDROCK,
 LX4425'84.7 FEET N OF STONE FIRE PLACE OF COTTAGE, 8 FEET N OF A 5-INCH
 LX4425'TRIANGLE-BLAZED TREE.
 LX4425'
 LX4425'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LX4425'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX4425'
 LX4425'REFERENCE MARK NO. 1 IS NW OF STATION, 6 FEET NW OF A LEANING
 LX4425'10-INCH OAK TREE, IS STAMPED CANNOO HILLS R.M.NO.1. 1938, AND IS
 LX4425'FLUSH WITH GROUND.  REFERENCE MARK NO. 2 IS IN SAME OUTCROPPING
 LX4425'BEDROCK AS STATION, IS S OF STATION, AND IS STAMPED CANNOO HILLS
 LX4425'R.M.NO.2. 1938.
 LX4425'
 LX4425'AZIMUTH MARK IS APPROXIMATELY 300 FEET SW OF STATION IN REAR OF
 LX4425'A SMALL RECTANGULAR LAWN BUILT OUT OVERLOOKING BLUFF, 9 FEET NW
 LX4425'OF A 10-INCH LEANING OAK TREE.
 LX4425'
 LX4425'TO REACH STATION FROM JUNCTION OF U.S. 44 AND N.Y. 82, 0.7 MILE
 LX4425'S OF MILLBROOK, GO W ON 44, 2.05 MILES TO A T-ROAD R, OPPOSITE A
 LX4425'WHITE HOUSE ON L.  TURN R AND GO 0.45 MILE TO A PRIVATE ROAD
 LX4425'THROUGH GATE TO L.  TURN L ON GRAVEL ROAD AND GO 0.25 MILE TO A
 LX4425'SMALL WOODEN BRIDGES.  TURN L AND CONTINUE ON WELL-DEFINED TRAIL
 LX4425'100 YARDS TO A COTTAGE AND STATION ON R.
 LX4425'
 LX4425'90-FOOT SIGNAL AT HOBBY 2 IS VISIBLE AT 77 FEET AT THIS STATION.
 LX4425'
 LX4425'77-FOOT SIGNAL AT TOWER HILL IS VISIBLE AT 50 FEET AT THIS STATION.
 LX4425'
 LX4425'4-FOOT SIGNAL AT BOICE 2 IS VISIBLE AT 50 FEET AT THIS STATION.
 LX4425'
 LX4425'4-FOOT SIGNAL AT PLYMOUTH IS VISIBLE AT 50 FEET AT THIS STATION.
 LX4425'
 LX4425'64-FOOT SIGNAL AT BROWNIE IS VISIBLE AT 50 FEET AT THIS STATION.
 LX4425'
 LX4425'50-FOOT SIGNAL AT JOHN IS VISIBLE AT 50 FEET AT THIS STATION.
 LX4425'
 LX4425'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 LX4425
 LX4425                          STATION RECOVERY (1975)
 LX4425
 LX4425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4425'ALL MARKS WERE RECOVERED IN GOOD CONDITION, HOWEVER SLIGHT
 LX4425'DIFFERENCES WERE FOUND IN THE COMPASS DIRECTIONS TO THE REFERENCE
 LX4425'MARKS, AND THE RM TO NORTH-NORTHWEST WAS FOUND TO BE NO. 2 AND THE
 LX4425'ONE TO SOUTH-SOUTHWEST IS NO. 1.  DISTANCE AND ANGLES TO THE
 LX4425'REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 LX4425'COMPLETELY BLOCKED BY TREES 40 TO 50 FEET TALL.  AZIMUTH MARK IS
 LX4425'VISIBLE FROM STATION, BEING ONLY 300 FEET AWAY.  THE OLD
 LX4425'COTTAGE NEAR STATION IS NOW THE TEA HOUSE.  STATION IS ON
 LX4425'PROPERTY OWNED BY THE CARY ARBORETUM.  THEIR OFFICE IS AT
 LX4425'MILLBROOK, ON FOWLER ROAD JUST OFF U.S. HIGHWAY 44.
 LX4425'
 LX4425'STATION MARK IS STANDARD DISK STAMPED CANNOO HILLS 1938,
 LX4425'CEMENTED IN A DRILL HOLE IN THE NORTHERN END OF A LONG BEDROCK
 LX4425'OUTCROP PROJECTING 6 INCHES ABOVE GROUND.  IT IS 85.5 FEET NORTH
 LX4425'OF THE FIREPLACE ON NORTH END OF THE TEA HOUSE.
 LX4425'
 LX4425'RM NO. 1 IS A STANDARD DISK STAMPED CANNOO HILLS NO 1 1938,
 LX4425'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE SAME BEDROCK
 LX4425'LEDGE THE STATION IS ON.  IT IS 70.5 NORTH OF THE FIREPLACE.
 LX4425'
 LX4425'RM NO. 2 IS A STANDARD DISK STAMPED CANNOO HILLS NO 2 1938,
 LX4425'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP.
 LX4425'
 LX4425'AZIMUTH MARK IS A STANDARD DISK STAMPED CANNOO HILLS 1938,
 LX4425'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 10 INCHES
 LX4425'ABOVE GROUND.  IT IS IN A SMALL AREA JUST OUTSIDE THE RAILING
 LX4425'AROUND AN OBSERVATION POINT.  33 FEET SOUTH OF NORTH CORNER OF THE
 LX4425'RAILING, 39.5 FEET WEST OF THE SOUTH CORNER, AND 7.8 FEET
 LX4425'NORTHWEST OF A 10-INCH OAK.
 LX4425'
 LX4425'TO REACH STATION FROM THE CROSSROAD INTERSECTION OF U.S. HIGHWAY
 LX4425'44, NY RTE. 82, AND NY RTE. 343 AT SOUTH MILLBROOK, GO WEST ON
 LX4425'U.S. HIGHWAY 44 FOR 2.2 MILES.  TURN BACK SHARP RIGHT AND GO
 LX4425'NORTHEAST ON SHARON TURNPIKE FOR 0.45 MILE TO GATE ON LEFT.  PASS
 LX4425'THROUGHGATE AND FOLLOW DIRT ROAD UPHILL 1.1 MILES TO TOP OF HILL
 LX4425'AND STATION.
 LX4425'
 LX4425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4425'2 MILES WNW OF MILLBROOK.
 LX4425
 LX4425                          STATION RECOVERY (1975)
 LX4425
 LX4425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (DE)
 LX4425'CANOE HILLS 1938 VERY GOOD.
 LX4425'
 LX4425'CANOE HILLS 1 1938 VERY GOOD.
 LX4425'
 LX4425'CANOE HILLS 2 1938 VERY GOOD. (ALSO AZIMUTH MARK, ALSO VERY GOOD.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4249 ***********************************************************************
 KU4249  DESIGNATION -  CANOE
 KU4249  PID         -  KU4249
 KU4249  STATE/COUNTY-  NY/SUFFOLK
 KU4249  USGS QUAD   -  SOUTHAMPTON (1956)
 KU4249
 KU4249                         *CURRENT SURVEY CONTROL
 KU4249  ___________________________________________________________________
 KU4249* NAD 83(1996)-  40 53 10.87026(N)    072 29 57.73272(W)     ADJUSTED  
 KU4249* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KU4249  ___________________________________________________________________
 KU4249  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KU4249  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU4249
 KU4249  HORZ ORDER  -  THIRD
 KU4249
 KU4249.The horizontal coordinates were established by classical geodetic methods
 KU4249.and adjusted by the National Geodetic Survey in January 1999..
 KU4249
 KU4249.The orthometric height was scaled from a topographic map.
 KU4249
 KU4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4249
 KU4249.The geoid height was determined by GEOID03.
 KU4249
 KU4249;                    North         East     Units Scale Factor Converg.
 KU4249;SPC NY L     -    81,002.036   426,465.574   MT  0.99999510   +0 58 53.5
 KU4249;SPC NY L     -   265,754.18  1,399,162.47   sFT  0.99999510   +0 58 53.5
 KU4249;UTM  18      - 4,529,151.600   710,677.314   MT  1.00014633   +1 38 14.7
 KU4249
 KU4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4249!SPC NY L     -   1.00000263  x   0.99999510  =   0.99999773
 KU4249!UTM  18      -   1.00000263  x   1.00014633  =   1.00014896
 KU4249
 KU4249|---------------------------------------------------------------------|
 KU4249| PID    Reference Object                     Distance      Geod. Az  |
 KU4249|                                                           dddmmss.s |
 KU4249| CB8344 CANOE WM 1                           17.670 METERS 02852     |
 KU4249| CB8343 CANOE RM 1                           35.430 METERS 24447     |
 KU4249|---------------------------------------------------------------------|
 KU4249
 KU4249                          SUPERSEDED SURVEY CONTROL
 KU4249
 KU4249  NAD 83(1996)-  40 53 10.87079(N)    072 29 57.73327(W) AD(       ) 3
 KU4249  NAD 83(1992)-  40 53 10.86955(N)    072 29 57.73283(W) AD(       ) 3
 KU4249  NAD 83(1986)-  40 53 10.87315(N)    072 29 57.73803(W) AD(       ) 3
 KU4249  NAD 27      -  40 53 10.50400(N)    072 29 59.42800(W) AD(       ) 3
 KU4249
 KU4249.Superseded values are not recommended for survey control.
 KU4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4249.See file dsdata.txt to determine how the superseded data were derived.
 KU4249
 KU4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1067729152(NAD 83)
 KU4249_MARKER: DS = TRIANGULATION STATION DISK
 KU4249_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KU4249_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU4249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4249
 KU4249  HISTORY     - Date     Condition        Report By
 KU4249  HISTORY     - 1933     MONUMENTED       CGS
 KU4249  HISTORY     - 1962     GOOD             CGS
 KU4249  HISTORY     - 20001231 MARK NOT FOUND   NGS
 KU4249
 KU4249                          STATION DESCRIPTION
 KU4249
 KU4249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (APR)
 KU4249'STATION IS LOCATED ON THE N SIDE OF SHINNECOCK BAY AND 250 METERS
 KU4249'NE OF HIGHWAY BRIDGE OVER SHINNECOCK CANAL, ON THE W SIDE OF
 KU4249'HILL, 12 METERS W FROM COTTAGE.  STATION IS MARKED BY A STANDARD
 KU4249'BRONZE DISK SET IN THE TOP OF A 6-INCH TILE FILLED WITH CONCRETE,
 KU4249'FLUSH WITH LAWN.  REFERENCE MARK NO.1 IS MIDWAY DOWN HILL TO
 KU4249'CANAL AND ON RANGE WITH FLAGPOLE IN FRONT OF CANOE PLACE
 KU4249'INN.  MARKED BY A STANDARD BRONZE DISK SET IN THE TOP OF A
 KU4249'6-INCH TILE FILLED WITH CONCRETE AND FLUSH WITH THE SURFACE OF
 KU4249'THE GROUND.  WITNESS MARK NO.1 IS THE MOST WESTERLY CORNER
 KU4249'OF THE MAIN FOUNDATION OF COTTAGE.
 KU4249'
 KU4249'OBSERVED FROM THE GROUND.  OBSERVED ON 16-FOOT TARGET.
 KU4249
 KU4249                          STATION RECOVERY (1962)
 KU4249
 KU4249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4249'STATION MARK AND RM 1 RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 KU4249'STATION MARK IS 13 FEET FROM A CONCRETE CISTERN COVER, ON LINE
 KU4249'BETWEEN THE COVER AND HAMPTON BAYS SILVER WATER TANK, FLUSH BUT
 KU4249'COVERED WITH LEAF MOULD.
 KU4249'
 KU4249'RM 1 IS 45 FEET (SLOPE DISTANCE) TO A POINT ON LIL POLE NO.3
 KU4249'ABOUT 6 FEET ABOVE THE GROUND.  HOLD THE TAPE ON THE POLE AT 45
 KU4249'FEET, LINE THE POLE WITH THE HIGHEST STEEL ON THE BRIDGE ACROSS
 KU4249'SHINNECOCK CANAL, THE MARK IS COVERED WITH 4 INCHES OF LEAF
 KU4249'MOULD AND PINE NEEDLES.
 KU4249
 KU4249                          STATION RECOVERY (2000)
 KU4249
 KU4249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 KU4249'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1846 ***********************************************************************
 NB1846  DESIGNATION -  CANOGA RESET
 NB1846  PID         -  NB1846
 NB1846  STATE/COUNTY-  NY/SENECA
 NB1846  USGS QUAD   -  UNION SPRINGS (1955)
 NB1846
 NB1846                         *CURRENT SURVEY CONTROL
 NB1846  ___________________________________________________________________
 NB1846* NAD 83(1996)-  42 49 48.67177(N)    076 44 40.27379(W)     ADJUSTED  
 NB1846* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 NB1846  ___________________________________________________________________
 NB1846  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 NB1846  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NB1846
 NB1846  HORZ ORDER  -  SECOND
 NB1846
 NB1846.The horizontal coordinates were established by classical geodetic methods
 NB1846.and adjusted by the National Geodetic Survey in January 1999..
 NB1846
 NB1846.The orthometric height was scaled from a topographic map.
 NB1846
 NB1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1846
 NB1846.The geoid height was determined by GEOID03.
 NB1846
 NB1846;                    North         East     Units Scale Factor Converg.
 NB1846;SPC NY C     -   314,319.057   236,821.328   MT  0.99993964   -0 06 34.5
 NB1846;SPC NY C     - 1,031,228.44    776,971.31   sFT  0.99993964   -0 06 34.5
 NB1846;UTM  18      - 4,743,433.526   357,414.352   MT  0.99985012   -1 11 10.2
 NB1846
 NB1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1846!SPC NY C     -   0.99998121  x   0.99993964  =   0.99992086
 NB1846!UTM  18      -   0.99998121  x   0.99985012  =   0.99983134
 NB1846
 NB1846:                Primary Azimuth Mark                     Grid Az
 NB1846:SPC NY C     -  CANOGA AZ MK                             004 47 40.3
 NB1846:UTM  18      -  CANOGA AZ MK                             005 52 16.0
 NB1846
 NB1846|---------------------------------------------------------------------|
 NB1846| PID    Reference Object                     Distance      Geod. Az  |
 NB1846|                                                           dddmmss.s |
 NB1846| CZ7606 CANOGA AZ MK                                       0044105.8 |
 NB1846| CZ7609 CANOGA RM 3                           3.179 METERS 04707     |
 NB1846| CZ7607 CANOGA RM 1                          26.063 METERS 21132     |
 NB1846| NB1856 SENECA ORDNANCE DEPOT WATER TK      APPROX.12.3 KM 2185340.8 |
 NB1846| CZ7610 CANOGA RM 4                           3.408 METERS 22022     |
 NB1846| CZ7608 CANOGA RM 2                          26.987 METERS 34308     |
 NB1846|---------------------------------------------------------------------|
 NB1846
 NB1846                          SUPERSEDED SURVEY CONTROL
 NB1846
 NB1846  NAD 83(1986)-  42 49 48.67884(N)    076 44 40.27078(W) AD(       ) 2
 NB1846  NAD 27      -  42 49 48.42900(N)    076 44 41.45000(W) AD(       ) 2
 NB1846
 NB1846.Superseded values are not recommended for survey control.
 NB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1846.See file dsdata.txt to determine how the superseded data were derived.
 NB1846
 NB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN5741443434(NAD 83)
 NB1846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1846
 NB1846  HISTORY     - Date     Condition        Report By
 NB1846  HISTORY     - 1942     MONUMENTED       CGS
 NB1846  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NB1846  HISTORY     - 1990     GOOD             USPSQD
 NB1846
 NB1846                          STATION DESCRIPTION
 NB1846
 NB1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1846'THE STATION IS LOCATED ABOUT 5.5 MILES SSE OF SENECA FALLS, 8.0
 NB1846'MILES SE OF WATERLOO, 1.5 MILES S OF THE VILLAGE OF CANOGA, AND
 NB1846'0.5 MILE W OF LAKE CAYUGA, ON A LOW ROUND-TOPPED HILL IN A
 NB1846'CULTIVATED FIELD, AND ON PROPERTY OWNED BY JOHN A. PONTIUS
 NB1846'OF GENEVA.  IT IS 50 FEET E OF THE CENTER OF STATE ROUTE 89, AND
 NB1846'ON THE W SIDE OF THE CULTIVATED FIELD.  THE DISK IS STAMPED
 NB1846'CANOGA 1942, AND PROJECTS 4 INCHES.
 NB1846'
 NB1846'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NB1846'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1846'
 NB1846'REFERENCE MARK NO.1 IS WSW OF THE STATION, 3 FEET S OF A
 NB1846'TELEPHONE POLE, AND 35 FEET E OF THE CENTER OF STATE ROUTE
 NB1846'89.  THE DISK IS STAMPED CANOGA NO. 1 1942, AND PROJECTS 4 INCHES.
 NB1846'
 NB1846'REFERENCE MARK NO.2 IS NNW OF THE STATION, 3 FEET N OF A
 NB1846'TELEPHONE POLE AND 30 FEET E OF THE CENTER OF STATE ROUTE 89.  THE
 NB1846'DISK IS STAMPED CANOGA NO. 2 1942, AND PROJECTS 4 INCHES.
 NB1846'
 NB1846'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION, SET IN
 NB1846'THE S END OF A CONCRETE CULVERT ON THE W SIDE OF STATE ROUTE
 NB1846'89.  IT IS 20 FEET W OF THE CENTER OF STATE ROUTE 89.  THE DISK
 NB1846'IS STAMPED CANOGA 1942, AND IS SET FLUSH WITH THE CONCRETE
 NB1846'CULVERT SURFACE.  TO REACH FROM THE STATION, GO N ON STATE ROUTE
 NB1846'89 FOR 0.4 MILE TO THE MARK AS DESCRIBED ON THE LEFT.
 NB1846'
 NB1846'TO REACH THE STATION FROM SENECA FALLS, GO NE ON U.S. HIGHWAY
 NB1846'20 AND STATE ROUTE 414 FOR 3.2 MILES TO THE JUNCTION WITH
 NB1846'STATE ROUTE 89.  TURN RIGHT AND GO S ON STATE ROUTE 89 FOR
 NB1846'2.6 MILES TO CROSSROADS.  CONTINUE S ON 89 FOR 4.3 MILES TO
 NB1846'THE VILLAGE OF CANOGA.  CONTINUE S ON 89 FOR 1.8 MILES TO A
 NB1846'SIDE ROAD LEFT OPPOSITE AN OLD BARN ON THE RIGHT.  TURN LEFT, E,
 NB1846'ON SIDE ROAD, THEN RIGHT, S, INTO THE FIELD ALONG THE SIDE OF
 NB1846'89 AND GO S FOR 0.05 MILE TO THE TOP OF A SMALL HILL, AND
 NB1846'STATION.
 NB1846'
 NB1846'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 NB1846'
 NB1846'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NB1846
 NB1846                          STATION RECOVERY (1973)
 NB1846
 NB1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NB1846'STATION SURFACE MARK AND BOTH REFERENCE MARKS WERE DESTROYED
 NB1846'SEVERAL YEARS AGO BY A WIDE HIGHWAY CUT.  UNDERGROUND STATION
 NB1846'MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A NEW
 NB1846'SURFACE STATION MARK AND 2 NEW REFERENCE MARKS WERE ESTABLISHED.
 NB1846'A COMPLETE DESCRIPTION FOLLOWS--
 NB1846'
 NB1846'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 89, ON
 NB1846'THE HIGHEST POINT IN THE VICINITY, ABOVE A LARGE CUTBANK.
 NB1846'
 NB1846'TO REACH STATION FROM THE FIREHOUSE IN THE VILLAGE OF CANOGA,
 NB1846'GO SOUTH ON STATE HIGHWAY 89 FOR 1.1 MILES TO WILLIAMSON
 NB1846'RD. AND THE AZIMUTH MARK ON RIGHT.  CONTINUE ON HIGHWAY FOR
 NB1846'0.45 MILE TO STATION UP ON CUTBANK ON LEFT.
 NB1846'
 NB1846'STATION MARK IS A STANDARD DISK STAMPED CANOGA 1942 1973, SET
 NB1846'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 NB1846'GROUND.  IT IS 66 FEET EAST OF CENTER LINE OF HIGHWAY, 11.5 FEET
 NB1846'NORTH OF TELEPHONE POLE NO.25, 12.3 FEET NORTHWEST OF THE
 NB1846'BASE OF THE NORTHWEST 1 OF 2 GUY CABLES OF THE TELEPHONE POLE,
 NB1846'15 FEET WEST OF THE SOUTH BUSH OF A ROW OF 3 LARGE BUSHES,
 NB1846'4.2 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 4 FEET
 NB1846'BACK FROM EDGE OF BANK.
 NB1846'
 NB1846'UNDERGROUND MARK IS A STANDARD DISK STAMPED CANOGA 1942, SET IN
 NB1846'CONCRETE ABOUT 2-1/2 FEET BELOW GROUND.
 NB1846'
 NB1846'REFERENCE MARK NUMBER THREE IS A STANDARD NGS REFERENCE MARK
 NB1846'DISK STAMPED CANOGA 1942 NO 3 1973, CEMENTED IN A DRILL HOLE IN A
 NB1846'20-INCH BOULDER PROJECTING 6 INCHES FROM GROUND.  IT IS 5 FEET
 NB1846'SOUTHWEST OF THE CENTER BUSH OF THE 3, 21 FEET NORTH-NORTHEAST OF
 NB1846'THE TELEPHONE POLE, AND AT SAME ELEVATION AS STATION MARK.
 NB1846'
 NB1846'REFERENCE MARK NUMBER FOUR IS A STANDARD NGS REFERENCE MARK DISK
 NB1846'STAMPED CANOGA 1942 NO 4 1973, CEMENTED IN A DRILL HOLE IN A 1 X
 NB1846'2-FOOT BOULDER THAT PROJECTS 3 INCHES FROM GROUND.  IT IS 4.6 FEET
 NB1846'WEST OF THE TELEPHONE POLE, AT THE BREAK OF THE HILL, AND 6 INCHES
 NB1846'LOWER THAN STATION MARK.
 NB1846'
 NB1846'AZIMUTH MARK IS A STANDARD DISK STAMPED CANOGA 1942, CEMENTED
 NB1846'IN A DRILL HOLE IN THE SOUTH CONCRETE ABUTMENT OF THE CULVERT
 NB1846'UNDER WILLIAMSON ROAD.  IT IS 21 FEET SOUTH OF THE CENTER LINE
 NB1846'OF WILLIAMSON ROAD, 19 FEET WEST OF CENTER LINE OF STATE
 NB1846'HIGHWAY 89, AND 23.5 FEET EAST-SOUTHEAST OF A SIGNPOST
 NB1846'WILLIAMSON RD.
 NB1846'
 NB1846'DISTANCE FROM RM NO 3 TO RM NO 4 = 6.585 METERS, 21,604 FEET.
 NB1846'
 NB1846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1846'1-1/2 MILES SOUTH OF CANOGA.
 NB1846
 NB1846                          STATION RECOVERY (1990)
 NB1846
 NB1846'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1792 ***********************************************************************
 OF1792  DESIGNATION -  CANTERBURY 1925
 OF1792  PID         -  OF1792
 OF1792  STATE/COUNTY-  NY/MONROE
 OF1792  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1792
 OF1792                         *CURRENT SURVEY CONTROL
 OF1792  ___________________________________________________________________
 OF1792* NAD 83(1996)-  43 08 34.08618(N)    077 35 13.17684(W)     ADJUSTED  
 OF1792* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 OF1792  ___________________________________________________________________
 OF1792  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 OF1792  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF1792
 OF1792  HORZ ORDER  -  SECOND
 OF1792
 OF1792.The horizontal coordinates were established by classical geodetic methods
 OF1792.and adjusted by the National Geodetic Survey in January 1999..
 OF1792
 OF1792.The orthometric height was scaled from a topographic map.
 OF1792
 OF1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1792
 OF1792.The geoid height was determined by GEOID03.
 OF1792
 OF1792;                    North         East     Units Scale Factor Converg.
 OF1792;SPC NY W     -   349,515.382   431,049.319   MT  1.00001828   +0 40 52.9
 OF1792;SPC NY W     - 1,146,701.72  1,414,200.97   sFT  1.00001828   +0 40 52.9
 OF1792;UTM  18      - 4,779,921.782   289,622.648   MT  1.00014448   -1 46 10.9
 OF1792
 OF1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1792!SPC NY W     -   0.99998145  x   1.00001828  =   0.99999973
 OF1792!UTM  18      -   0.99998145  x   1.00014448  =   1.00012593
 OF1792
 OF1792:                Primary Azimuth Mark                     Grid Az
 OF1792:SPC NY W     -  MONROE 1925                              305 37 51.0
 OF1792:UTM  18      -  MONROE 1925                              308 04 54.8
 OF1792
 OF1792|---------------------------------------------------------------------|
 OF1792| PID    Reference Object                     Distance      Geod. Az  |
 OF1792|                                                           dddmmss.s |
 OF1792| OF1798 MONROE 1925                         APPROX. 0.6 KM 3061843.9 |
 OF1792|---------------------------------------------------------------------|
 OF1792
 OF1792                          SUPERSEDED SURVEY CONTROL
 OF1792
 OF1792  NAD 83(1986)-  43 08 34.09489(N)    077 35 13.17606(W) AD(       ) 2
 OF1792  NAD 27      -  43 08 33.87200(N)    077 35 14.17600(W) AD(       ) 2
 OF1792
 OF1792.Superseded values are not recommended for survey control.
 OF1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1792.See file dsdata.txt to determine how the superseded data were derived.
 OF1792
 OF1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8962379922(NAD 83)
 OF1792
 OF1792  HISTORY     - Date     Condition        Report By
 OF1792  HISTORY     - 1925     MONUMENTED       CGS
 OF1792  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1792  HISTORY     - 19950415 GOOD             USPSQD
 OF1792
 OF1792                          STATION DESCRIPTION
 OF1792
 OF1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1792'IN ROCHESTER, IN THE SIDEWALK AT THE NORTHEAST CORNER OF
 OF1792'CANTERBURY ROAD AND MONROE AVENUE, 3.46 METERS SOUTHWEST OF THE
 OF1792'NORTHEAST CORNER OF THE BUILDING AT THIS CORNER, 2.45 METERS
 OF1792'NORTH OF THE NORTH CURB OF MONROE AVENUE AND 2.84 METERS
 OF1792'SOUTHEAST OF AN R.C.S. MARK IN THE SIDEWALK AT THE
 OF1792'CORNER.  STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF1792
 OF1792                          STATION RECOVERY (1977)
 OF1792
 OF1792'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1792'CANTERBURY GOOD.
 OF1792
 OF1792                          STATION RECOVERY (1995)
 OF1792
 OF1792'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1913 ***********************************************************************
 PH1913  DESIGNATION -  CANTON
 PH1913  PID         -  PH1913
 PH1913  STATE/COUNTY-  NY/ST LAWRENCE
 PH1913  USGS QUAD   -  CANTON (1982)
 PH1913
 PH1913                         *CURRENT SURVEY CONTROL
 PH1913  ___________________________________________________________________
 PH1913* NAD 83(1996)-  44 36 23.28712(N)    075 10 03.00907(W)     ADJUSTED  
 PH1913* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 PH1913  ___________________________________________________________________
 PH1913  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 PH1913  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 PH1913
 PH1913  HORZ ORDER  -  FIRST
 PH1913
 PH1913.The horizontal coordinates were established by classical geodetic methods
 PH1913.and adjusted by the National Geodetic Survey in January 1999..
 PH1913
 PH1913.The orthometric height was scaled from a topographic map.
 PH1913
 PH1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1913
 PH1913.The geoid height was determined by GEOID03.
 PH1913
 PH1913;                    North         East     Units Scale Factor Converg.
 PH1913;SPC NY E     -   641,363.001    97,015.798   MT  0.99993451   -0 28 07.5
 PH1913;SPC NY E     - 2,104,205.11    318,292.66   sFT  0.99993451   -0 28 07.5
 PH1913;UTM  18      - 4,939,249.211   486,708.182   MT  0.99960217   -0 07 03.5
 PH1913
 PH1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1913!SPC NY E     -   0.99998343  x   0.99993451  =   0.99991795
 PH1913!UTM  18      -   0.99998343  x   0.99960217  =   0.99958561
 PH1913
 PH1913|---------------------------------------------------------------------|
 PH1913| PID    Reference Object                     Distance      Geod. Az  |
 PH1913|                                                           dddmmss.s |
 PH1913| CZ7612 CANTON RM 1                          48.597 METERS 03040     |
 PH1913| CZ7613 CANTON RM 2                          35.262 METERS 14503     |
 PH1913| CZ7611 CANTON AZ MK                                       1471835.7 |
 PH1913| PH1912 CANTON NY GUNNISON CHAPEL           APPROX. 1.7 KM 1675203.6 |
 PH1913|---------------------------------------------------------------------|
 PH1913
 PH1913                          SUPERSEDED SURVEY CONTROL
 PH1913
 PH1913  NAD 83(1986)-  44 36 23.29400(N)    075 10 03.01079(W) AD(       ) 1
 PH1913  NAD 27      -  44 36 23.07300(N)    075 10 04.27400(W) AD(       ) 1
 PH1913
 PH1913.Superseded values are not recommended for survey control.
 PH1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1913.See file dsdata.txt to determine how the superseded data were derived.
 PH1913
 PH1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8670839249(NAD 83)
 PH1913
 PH1913  HISTORY     - Date     Condition        Report By
 PH1913  HISTORY     - 1942     MONUMENTED       CGS
 PH1913  HISTORY     - 1962     SEE DESCRIPTION  LDA
 PH1913  HISTORY     - 19981022 MARK NOT FOUND   USPSQD
 PH1913
 PH1913                          STATION DESCRIPTION
 PH1913
 PH1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1913'THE STATION IS LOCATED ABOUT 0.75 MILE N OF THE CENTER OF TOWN,
 PH1913'NEAR THE CITY LIMITS AND ON PROPERTY OWNED AND OCCUPIED BY
 PH1913'FRED WOODSIDE.  IT IS 33 FEET W OF A TRIANGULAR BLAZED
 PH1913'3-FT. MAPLE TREE, 101 FEET W OF THE WOODSIDE HOME, 33 FEET E
 PH1913'OF A 3-FT. MAPLE TREE, 75 FEET S OF THE BARN AND GARAGE AND
 PH1913'250 FEET N OF THE PAVED STREET.  THE DISK IS STAMPED CANTON
 PH1913'1942 AND IS SET FLUSH WITH THE GROUND.
 PH1913'
 PH1913'THE AZIMUTH MARK IS ABOUT 0.35 MILE S OF THE STATION IN THE
 PH1913'PASTURE OF THE JUDSON HEIGHTS DAIRY FARM.  IT IS ABOUT 0.05
 PH1913'MILE W OF THE DAIRY BUILDINGS, IN THE W EDGE OF THE PASTURE,
 PH1913'2 FEET NW OF A FENCE CORNER AND 100 FEET W OF AN OLD BARN.  THE
 PH1913'DISK IS STAMPED CANTON 1942 AND PROJECTS 6 INCHES.  TO REACH
 PH1913'FROM THE STATION, GO W ON PAVED STREET FOR 0.3 MILE TO GOODRICH
 PH1913'STREET, TURN LEFT ON GOODRICH STREET AND GO 0.4 MILE TO T
 PH1913'STREETS (JUDSON ST.).  TURN LEFT AND GO E ON JUDSON STREET FOR
 PH1913'0.35 MILE TO THE JUDSON HEIGHTS CREAMERY ON THE LEFT ABOUT
 PH1913'50 FEET N OF THE STREET.  TURN LEFT INTO THE DRIVEWAY AND GO
 PH1913'N FOR 0.05 MILE TO A GATE INTO THE PASTURE, PASS THROUGH THE
 PH1913'GATE AND GO NORTHWESTERLY TO FENCE CORNER FOR 0.05 MILE TO THE
 PH1913'MARK AS DESCRIBED.
 PH1913'
 PH1913'REFERENCE MARK NO. 1 IS NE OF THE STATION, 3 FEET N OF A SMALL
 PH1913'RED PAINTED WOODSHED AND 50 FEET N OF THE NE CORNER OF THE
 PH1913'HOUSE.  THE DISK IS STAMPED CANTON NO 1 1942 AND PROJECTS 6 INCHES.
 PH1913'
 PH1913'REFERENCE MARK NO. 2 IS S OF THE STATION SET IN THE N AND S
 PH1913'FENCE LINE, 100 FEET W OF THE SW CORNER OF THE HOUSE AND
 PH1913'50 FEET N OF THE PAVED STREET.  THE DISK IS STAMPED CANTON
 PH1913'NO 2 1942 AND PROJECTS 6 INCHES.
 PH1913'
 PH1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 PH1913'STATE ROUTE 345 AT THE E END OF THE GRASS RIVER BRIDGE, GO
 PH1913'E FOR ABOUT 150 FEET TO RIVER SIDE ROAD AND STATE ROUTE
 PH1913'345.  TURN LEFT AND GO 0.15 MILE TO A FORK.  BEAR RIGHT ON STATE
 PH1913'ST. AND GO NE FOR 0.7 MILE TO THE DRIVEWAY TO A RED BRICK HOUSE
 PH1913'ON THE LEFT.  TURN LEFT INTO THE DRIVEWAY AND GO N FOR ABOUT
 PH1913'250 FEET TO THE BARN ON THE RIGHT AND TWO LARGE MAPLE TREES ON
 PH1913'THE LEFT AND STATION AS DESCRIBED.
 PH1913'
 PH1913'NOTE--A 90-FT. TOWER REQUIRED TO CLEAR ALL LINES.
 PH1913
 PH1913                          STATION RECOVERY (1962)
 PH1913
 PH1913'RECOVERY NOTE BY L DICKERSON ASSOC 1962
 PH1913'STATION HAS BEEN DESTROYED.  A NEW HIGH SCHOOL HAS BEEN BUILT
 PH1913'DIRECTLY ON THE SITE.
 PH1913
 PH1913                          STATION RECOVERY (1998)
 PH1913
 PH1913'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3855 ***********************************************************************
 AB3855  CBN         -  This is a Cooperative Base Network Control Station.
 AB3855  DESIGNATION -  CANTON
 AB3855  PID         -  AB3855
 AB3855  STATE/COUNTY-  NY/ST LAWRENCE
 AB3855  USGS QUAD   -  CANTON (1982)
 AB3855
 AB3855                         *CURRENT SURVEY CONTROL
 AB3855  ___________________________________________________________________
 AB3855* NAD 83(1996)-  44 35 03.87413(N)    075 09 30.17920(W)     ADJUSTED  
 AB3855* NAVD 88     -       110.2    (meters)     362.     (feet)  GPS OBS   
 AB3855  ___________________________________________________________________
 AB3855  X           -   1,165,520.581 (meters)                     COMP
 AB3855  Y           -  -4,398,380.042 (meters)                     COMP
 AB3855  Z           -   4,454,628.967 (meters)                     COMP
 AB3855  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 AB3855  ELLIP HEIGHT-          79.01  (meters)          (12/03/02) GPS OBS
 AB3855  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AB3855
 AB3855  HORZ ORDER  -  B
 AB3855  ELLP ORDER  -  THIRD     CLASS I
 AB3855
 AB3855.The horizontal coordinates were established by GPS observations
 AB3855.and adjusted by the National Geodetic Survey in July 1997..
 AB3855
 AB3855.The orthometric height was determined by GPS observations and a
 AB3855.high-resolution geoid model.
 AB3855
 AB3855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3855
 AB3855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3855
 AB3855.The ellipsoidal height was determined by GPS observations
 AB3855.and is referenced to NAD 83.
 AB3855
 AB3855.The geoid height was determined by GEOID03.
 AB3855
 AB3855;                    North         East     Units Scale Factor Converg.
 AB3855;SPC NY E     -   638,906.062    97,719.892   MT  0.99993360   -0 27 43.8
 AB3855;SPC NY E     - 2,096,144.31    320,602.68   sFT  0.99993360   -0 27 43.8
 AB3855;UTM  18      - 4,936,797.446   487,427.079   MT  0.99960194   -0 06 40.2
 AB3855
 AB3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3855!SPC NY E     -   0.99998761  x   0.99993360  =   0.99992121
 AB3855!UTM  18      -   0.99998761  x   0.99960194  =   0.99958956
 AB3855
 AB3855                          SUPERSEDED SURVEY CONTROL
 AB3855
 AB3855  ELLIP H (07/24/97)   79.00   (m)                       GP(       ) 1 1
 AB3855  NAD 83(1992)-  44 35 03.87290(N)    075 09 30.17871(W) AD(       ) B
 AB3855  ELLIP H (08/07/96)   78.98   (m)                       GP(       ) 1 1
 AB3855  NAD 83(1992)-  44 35 03.87289(N)    075 09 30.17878(W) AD(       ) B
 AB3855  ELLIP H (06/10/96)   78.98   (m)                       GP(       ) 1 1
 AB3855
 AB3855.Superseded values are not recommended for survey control.
 AB3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3855.See file dsdata.txt to determine how the superseded data were derived.
 AB3855
 AB3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8742736797(NAD 83)
 AB3855_MARKER: DD = SURVEY DISK
 AB3855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB3855_SP_SET: DISK IN BRIDGE ABUTMENT
 AB3855_STAMPING: CANTON CBN 1995
 AB3855_MARK LOGO: NYDT  
 AB3855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3855+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 AB3855
 AB3855  HISTORY     - Date     Condition        Report By
 AB3855  HISTORY     - 1995     MONUMENTED       NYDT
 AB3855  HISTORY     - 20060905 GOOD             INDIV
 AB3855
 AB3855                          STATION DESCRIPTION
 AB3855
 AB3855'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3855'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) SOUTHEAST OF CANTON ON
 AB3855'THE PARK STREET BRIDGE OVER THE LITTLE RIVER JUST SOUTHEAST OF ST.
 AB3855'LAWRENCE UNIVERSITY CAMPUS.  TO REACH THE STATION FROM THE JUNCTION OF
 AB3855'STATE ROUTE 11 AND PARK STREET (COUNTY ROUTE 27) IN CANTON, GO
 AB3855'SOUTHEAST ON PARK STREET FOR 1.5 KM (0.9 MI) TO THE WOODEN ARCH BRIDGE
 AB3855'OVER THE LITTLE RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A
 AB3855'STANDARD DISK SET IN THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE
 AB3855'LITTLE RIVER.
 AB3855
 AB3855                          STATION RECOVERY (2006)
 AB3855
 AB3855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLS)
 AB3855'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1912 ***********************************************************************
 PH1912  DESIGNATION -  CANTON NY GUNNISON CHAPEL
 PH1912  PID         -  PH1912
 PH1912  STATE/COUNTY-  NY/ST LAWRENCE
 PH1912  USGS QUAD   -  CANTON (1982)
 PH1912
 PH1912                         *CURRENT SURVEY CONTROL
 PH1912  ___________________________________________________________________
 PH1912* NAD 83(1996)-  44 35 29.92452(N)    075 09 46.95532(W)     ADJUSTED  
 PH1912* NAVD 88     -                                                        
 PH1912  ___________________________________________________________________
 PH1912  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 PH1912  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 PH1912
 PH1912  HORZ ORDER  -  THIRD
 PH1912
 PH1912.The horizontal coordinates were established by classical geodetic methods
 PH1912.and adjusted by the National Geodetic Survey in January 1999..
 PH1912
 PH1912
 PH1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1912
 PH1912.The geoid height was determined by GEOID03.
 PH1912
 PH1912;                    North         East     Units Scale Factor Converg.
 PH1912;SPC NY E     -   639,713.094    97,356.386   MT  0.99993407   -0 27 55.8
 PH1912;SPC NY E     - 2,098,792.04    319,410.08   sFT  0.99993407   -0 27 55.8
 PH1912;UTM  18      - 4,937,601.969   487,058.757   MT  0.99960206   -0 06 52.1
 PH1912
 PH1912                          SUPERSEDED SURVEY CONTROL
 PH1912
 PH1912  NAD 83(1986)-  44 35 29.93134(N)    075 09 46.95714(W) AD(       ) 4
 PH1912  NAD 27      -  44 35 29.70000(N)    075 09 48.22000(W) AD(       ) 3
 PH1912
 PH1912.Superseded values are not recommended for survey control.
 PH1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1912.See file dsdata.txt to determine how the superseded data were derived.
 PH1912
 PH1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8705937602(NAD 83)
 PH1912
 PH1912  HISTORY     - Date     Condition        Report By
 PH1912  HISTORY     - 1942     MONUMENTED       CGS
 PH1912  HISTORY     - 1966     SEE DESCRIPTION  LDA
 PH1912
 PH1912                          STATION DESCRIPTION
 PH1912
 PH1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1912'THE STATION IS THE SPIRE ON THE TOP OF GUNNISON CHAPEL, LOCATED
 PH1912'ON THE GROUNDS OF THE ST. LAWRENCE UNIVERSITY, ABOUT 0.2 MILE NE
 PH1912'OF THE POST OFFICE IN CANTON.  IT IS A BROWN STONE CHURCH
 PH1912'BUILDING, LOCATED IN THE CENTER OF THE UNIVERSITY GROUNDS WITH
 PH1912'A SHINGLED COVERED DOME AND A TALL SPIRE ON THE TOP.  POINT
 PH1912'OBSERVED UPON, THE POINT ON THE TOP OF THE SPIRE.
 PH1912
 PH1912                          STATION RECOVERY (1966)
 PH1912
 PH1912'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 PH1912'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2425 ***********************************************************************
 KU2425  DESIGNATION -  CAP 1933
 KU2425  PID         -  KU2425
 KU2425  STATE/COUNTY-  NY/SUFFOLK
 KU2425  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2425
 KU2425                         *CURRENT SURVEY CONTROL
 KU2425  ___________________________________________________________________
 KU2425* NAD 83(1996)-  40 39 24.50447(N)    073 16 13.75180(W)     ADJUSTED  
 KU2425* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2425  ___________________________________________________________________
 KU2425  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KU2425  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU2425
 KU2425  HORZ ORDER  -  SECOND
 KU2425
 KU2425.The horizontal coordinates were established by classical geodetic methods
 KU2425.and adjusted by the National Geodetic Survey in January 1999..
 KU2425
 KU2425.The orthometric height was scaled from a topographic map.
 KU2425
 KU2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2425
 KU2425.The geoid height was determined by GEOID03.
 KU2425
 KU2425;                    North         East     Units Scale Factor Converg.
 KU2425;SPC NY L     -    54,684.781   361,694.323   MT  1.00000056   +0 28 37.8
 KU2425;SPC NY L     -   179,411.65  1,186,658.79   sFT  1.00000056   +0 28 37.8
 KU2425;UTM  18      - 4,502,098.475   646,209.970   MT  0.99986313   +1 07 37.3
 KU2425
 KU2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2425!SPC NY L     -   1.00000482  x   1.00000056  =   1.00000538
 KU2425!UTM  18      -   1.00000482  x   0.99986313  =   0.99986795
 KU2425
 KU2425:                Primary Azimuth Mark                     Grid Az
 KU2425:SPC NY L     -  BAY SHORE CATH CH SPIRE                  011 42 00.2
 KU2425:UTM  18      -  BAY SHORE CATH CH SPIRE                  011 03 00.7
 KU2425
 KU2425|---------------------------------------------------------------------|
 KU2425| PID    Reference Object                     Distance      Geod. Az  |
 KU2425|                                                           dddmmss.s |
 KU2425| KU2441 BAY SHORE CATH CH SPIRE             APPROX. 7.1 KM 0121038.0 |
 KU2425| KU2377 FIRE ISLAND LIGHTHOUSE 1865         APPROX. 5.2 KM 1213718.5 |
 KU2425|---------------------------------------------------------------------|
 KU2425
 KU2425                          SUPERSEDED SURVEY CONTROL
 KU2425
 KU2425  NAD 83(1996)-  40 39 24.50750(N)    073 16 13.75143(W) AD(       ) 2
 KU2425  NAD 83(1992)-  40 39 24.50689(N)    073 16 13.75143(W) AD(       ) 2
 KU2425  NAD 83(1986)-  40 39 24.50886(N)    073 16 13.75108(W) AD(       ) 2
 KU2425  NAD 27      -  40 39 24.14600(N)    073 16 15.34900(W) AD(       ) 2
 KU2425
 KU2425.Superseded values are not recommended for survey control.
 KU2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2425.See file dsdata.txt to determine how the superseded data were derived.
 KU2425
 KU2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4621002098(NAD 83)
 KU2425_MARKER: DS = TRIANGULATION STATION DISK
 KU2425_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KU2425_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2425
 KU2425  HISTORY     - Date     Condition        Report By
 KU2425  HISTORY     - 1933     MONUMENTED       CGS
 KU2425  HISTORY     - 1949     GOOD             CGS
 KU2425  HISTORY     - 1951     GOOD             CGS
 KU2425
 KU2425                          STATION DESCRIPTION
 KU2425
 KU2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2425'NEAR THE CENTER OF A SMALL ISLAND BORDERING THE NORTHERN EDGE OF
 KU2425'CAPTREE ISLAND.  THIS ISLAND PARTLY SUBMERGED AT HIGH TIDE, IS
 KU2425'LOCATED APPROXIMATELY S OF BAYSHORE, 400 METERS SW OF THE
 KU2425'WESTERNMOST OF THE TWO ISLANDS WHICH MARK THE NORTHERN LINE OF THE
 KU2425'CAPTREE ISLAND GROUP.
 KU2425'
 KU2425'THE CENTER MARK IS A STANDARD DISK STAMPED, CAP - 1933, SET IN THE
 KU2425'TOP OF A 12-INCH TILE FILLED WITH CONCRETE.  MONUMENT PROJECTS
 KU2425'APPROXIMATELY 6 INCHES ABOVE THE MARSH LEVEL.
 KU2425'
 KU2425'TWO REFERENCE MARKS WERE ESTABLISHED, STANDARD DISKS STAMPED NO.1
 KU2425'AND NO.2 RESPECTIVELY, SET IN MONUMENTS SIMILAR TO THE CENTER MARK
 KU2425'AND ALSO PROJECTING APPROXIMATELY 6 INCHES ABOVE THE MARSH LEVEL.
 KU2425'
 KU2425'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 KU2425
 KU2425                          STATION RECOVERY (1949)
 KU2425
 KU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2425'STATION AND REFERENCE MARKS ARECOVERED IN GOOD CONDITION.  THE
 KU2425'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KU2425'
 KU2425'THE STATION AND REFERENCE MARKS ARE NOW AT MARSH LEVEL.  STATION
 KU2425'IS LOCATED 97 FEET W OF THE E EDGE OF THE ISLAND.
 KU2425
 KU2425                          STATION RECOVERY (1951)
 KU2425
 KU2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ITS)
 KU2425'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION.  PREVIOUS
 KU2425'DESCRIPTION ADEQUATE FOR RECOVERY.  STATION AND REFERENCE MARKS
 KU2425'FLUSH WITH LEVEL OF MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0317 ***********************************************************************
 PJ0317  DESIGNATION -  CAPE VIN BRKWT E CHAN LT IBC
 PJ0317  PID         -  PJ0317
 PJ0317  STATE/COUNTY-  NY/JEFFERSON
 PJ0317  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0317
 PJ0317                         *CURRENT SURVEY CONTROL
 PJ0317  ___________________________________________________________________
 PJ0317* NAD 83(1996)-  44 07 57.29342(N)    076 19 48.25311(W)     ADJUSTED  
 PJ0317* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 PJ0317  ___________________________________________________________________
 PJ0317  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 PJ0317  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 PJ0317
 PJ0317  HORZ ORDER  -  THIRD
 PJ0317
 PJ0317.The horizontal coordinates were established by classical geodetic methods
 PJ0317.and adjusted by the National Geodetic Survey in January 1999..
 PJ0317
 PJ0317.The orthometric height was scaled from a topographic map.
 PJ0317
 PJ0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0317
 PJ0317.The geoid height was determined by GEOID03.
 PJ0317
 PJ0317;                    North         East     Units Scale Factor Converg.
 PJ0317;SPC NY C     -   459,027.440   270,266.710   MT  0.99994255   +0 10 34.9
 PJ0317;SPC NY C     - 1,505,992.53    886,700.03   sFT  0.99994255   +0 10 34.9
 PJ0317;UTM  18      - 4,887,458.575   393,600.240   MT  0.99973923   -0 55 34.5
 PJ0317
 PJ0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0317!SPC NY C     -   0.99999362  x   0.99994255  =   0.99993617
 PJ0317!UTM  18      -   0.99999362  x   0.99973923  =   0.99973285
 PJ0317
 PJ0317                          SUPERSEDED SURVEY CONTROL
 PJ0317
 PJ0317  NAD 83(1986)-  44 07 57.29627(N)    076 19 48.24647(W) AD(       ) 4
 PJ0317  NAD 83(1986)-  44 07 57.29389(N)    076 19 48.25666(W) AD(       ) 4
 PJ0317  NAD 27      -  44 07 57.11100(N)    076 19 49.50000(W) AD(       ) 3
 PJ0317
 PJ0317.Superseded values are not recommended for survey control.
 PJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0317.See file dsdata.txt to determine how the superseded data were derived.
 PJ0317
 PJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9360087459(NAD 83)
 PJ0317_MARKER: 14 = NAVIGATION LIGHT
 PJ0317
 PJ0317  HISTORY     - Date     Condition        Report By
 PJ0317  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0317  HISTORY     - 19940828 GOOD             USPSQD
 PJ0317
 PJ0317                          STATION DESCRIPTION
 PJ0317
 PJ0317'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0317'THE STATION IS LOCATED AT THE EAST END OF THE BREAKWATER AT
 PJ0317'CAPE VINCENT HARBOR.
 PJ0317'
 PJ0317'THE STATION CAN ONLY BE REACHED BY BOAT.
 PJ0317'
 PJ0317'THE STATION IS THE LIGHT ATOP THE STEEL SKELETAL TOWER WHICH
 PJ0317'IN ON TOP OF A SMALL BUILDING AT THE EAST END OF THE BREAKWATER.
 PJ0317'
 PJ0317'DESCRIBED BY M JOHNSON.
 PJ0317
 PJ0317                          STATION RECOVERY (1994)
 PJ0317
 PJ0317'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0318 ***********************************************************************
 PJ0318  DESIGNATION -  CAPE VIN BRKWT W CHAN LT IBC
 PJ0318  PID         -  PJ0318
 PJ0318  STATE/COUNTY-  NY/JEFFERSON
 PJ0318  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0318
 PJ0318                         *CURRENT SURVEY CONTROL
 PJ0318  ___________________________________________________________________
 PJ0318* NAD 83(1996)-  44 07 53.37067(N)    076 20 05.83338(W)     ADJUSTED  
 PJ0318* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 PJ0318  ___________________________________________________________________
 PJ0318  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 PJ0318  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PJ0318
 PJ0318  HORZ ORDER  -  THIRD
 PJ0318
 PJ0318.The horizontal coordinates were established by classical geodetic methods
 PJ0318.and adjusted by the National Geodetic Survey in January 1999..
 PJ0318
 PJ0318.The orthometric height was scaled from a topographic map.
 PJ0318
 PJ0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0318
 PJ0318.The geoid height was determined by GEOID03.
 PJ0318
 PJ0318;                    North         East     Units Scale Factor Converg.
 PJ0318;SPC NY C     -   458,905.180   269,876.293   MT  0.99994236   +0 10 22.6
 PJ0318;SPC NY C     - 1,505,591.41    885,419.14   sFT  0.99994236   +0 10 22.6
 PJ0318;UTM  18      - 4,887,343.873   393,207.622   MT  0.99974026   -0 55 46.7
 PJ0318
 PJ0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0318!SPC NY C     -   0.99999362  x   0.99994236  =   0.99993598
 PJ0318!UTM  18      -   0.99999362  x   0.99974026  =   0.99973389
 PJ0318
 PJ0318                          SUPERSEDED SURVEY CONTROL
 PJ0318
 PJ0318  NAD 83(1986)-  44 07 53.37690(N)    076 20 05.82661(W) AD(       ) 4
 PJ0318  NAD 83(1986)-  44 07 53.36660(N)    076 20 05.82402(W) AD(       ) 4
 PJ0318  NAD 27      -  44 07 53.18300(N)    076 20 07.06800(W) AD(       ) 3
 PJ0318
 PJ0318.Superseded values are not recommended for survey control.
 PJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0318.See file dsdata.txt to determine how the superseded data were derived.
 PJ0318
 PJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9320887344(NAD 83)
 PJ0318_MARKER: 14 = NAVIGATION LIGHT
 PJ0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PJ0318+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 PJ0318
 PJ0318  HISTORY     - Date     Condition        Report By
 PJ0318  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0318  HISTORY     - 19970730 GOOD             USPSQD
 PJ0318  HISTORY     - 20050531 GOOD             USPSQD
 PJ0318
 PJ0318                          STATION DESCRIPTION
 PJ0318
 PJ0318'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0318'THE STATION IS LOCATED AT THE WESTERN END OF THE CAPE
 PJ0318'VINCENT HARBOR BREAKWATER.
 PJ0318'
 PJ0318'THE STATION CAN ONLY BE REACHED BY BOAT.
 PJ0318'
 PJ0318'THE STATION IS THE LIGHT ATOP THE STEEL SKELETAL STRUCTURE
 PJ0318'WHICH IS ON TOP OF A SMALL BUILDING AT THE WEST END OF THE
 PJ0318'BREAKWATER.
 PJ0318'
 PJ0318'DESCRIBED BY M JOHNSON.
 PJ0318
 PJ0318                          STATION RECOVERY (1997)
 PJ0318
 PJ0318'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0318'RECOVERED IN GOOD CONDITION.
 PJ0318
 PJ0318                          STATION RECOVERY (2005)
 PJ0318
 PJ0318'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0318'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0185 ***********************************************************************
 PJ0185  DESIGNATION -  CAPE VINCENT BREAKWATER
 PJ0185  PID         -  PJ0185
 PJ0185  STATE/COUNTY-  NY/JEFFERSON
 PJ0185  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0185
 PJ0185                         *CURRENT SURVEY CONTROL
 PJ0185  ___________________________________________________________________
 PJ0185* NAD 83(1996)-  44 07 55.66811(N)    076 19 56.01018(W)     ADJUSTED  
 PJ0185* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 PJ0185  ___________________________________________________________________
 PJ0185  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 PJ0185  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PJ0185
 PJ0185  HORZ ORDER  -  THIRD
 PJ0185
 PJ0185.The horizontal coordinates were established by classical geodetic methods
 PJ0185.and adjusted by the National Geodetic Survey in January 1999..
 PJ0185
 PJ0185.The orthometric height was scaled from a topographic map.
 PJ0185
 PJ0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0185
 PJ0185.The geoid height was determined by GEOID03.
 PJ0185
 PJ0185;                    North         East     Units Scale Factor Converg.
 PJ0185;SPC NY C     -   458,976.749   270,094.435   MT  0.99994246   +0 10 29.5
 PJ0185;SPC NY C     - 1,505,826.22    886,134.83   sFT  0.99994246   +0 10 29.5
 PJ0185;UTM  18      - 4,887,411.218   393,427.057   MT  0.99973969   -0 55 39.8
 PJ0185
 PJ0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0185!SPC NY C     -   0.99999324  x   0.99994246  =   0.99993570
 PJ0185!UTM  18      -   0.99999324  x   0.99973969  =   0.99973293
 PJ0185
 PJ0185:                Primary Azimuth Mark                     Grid Az
 PJ0185:SPC NY C     -  CARLETON TOWER                           018 04 14.1
 PJ0185:UTM  18      -  CARLETON TOWER                           019 10 23.4
 PJ0185
 PJ0185|---------------------------------------------------------------------|
 PJ0185| PID    Reference Object                     Distance      Geod. Az  |
 PJ0185|                                                           dddmmss.s |
 PJ0185| PJ0191 CARLETON TOWER                      APPROX. 5.7 KM 0181443.6 |
 PJ0185|---------------------------------------------------------------------|
 PJ0185
 PJ0185                          SUPERSEDED SURVEY CONTROL
 PJ0185
 PJ0185  NAD 83(1986)-  44 07 55.67102(N)    076 19 56.00439(W) AD(       ) 3
 PJ0185
 PJ0185.Superseded values are not recommended for survey control.
 PJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0185.See file dsdata.txt to determine how the superseded data were derived.
 PJ0185
 PJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9342787411(NAD 83)
 PJ0185_MARKER: X = CHISELED CROSS
 PJ0185_SETTING: 0 = UNSPECIFIED SETTING
 PJ0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PJ0185+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 PJ0185
 PJ0185  HISTORY     - Date     Condition        Report By
 PJ0185  HISTORY     - 1985     MONUMENTED       NOS
 PJ0185  HISTORY     - 20050501 GOOD             USPSQD
 PJ0185
 PJ0185                          STATION DESCRIPTION
 PJ0185
 PJ0185'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0185'THE STATION IS LOCATED NEAR THE CENTER OF THE BREAKWATER AT
 PJ0185'CAPE VINCENT, NEW YORK.
 PJ0185'
 PJ0185'THE STATION CAN ONLY BE REACHED BY BOAT AS THE BREAKWATER IS
 PJ0185'DETACHED FROM THE SHORELINE.
 PJ0185'
 PJ0185'THE STATION IS A CHISLED X IN A CHISLED SQUARE ON A BOLLARD
 PJ0185'THE BOLLARD IS THE SIXTH ONE WEST OF THE EAST LIGHT.
 PJ0185'
 PJ0185'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0185'
 PJ0185'DESCRIBED BY M JOHNSON.
 PJ0185
 PJ0185                          STATION RECOVERY (2005)
 PJ0185
 PJ0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0185'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0306 ***********************************************************************
 PJ0306  DESIGNATION -  CAPE VINCENT E BASE 1874
 PJ0306  PID         -  PJ0306
 PJ0306  STATE/COUNTY-  NY/JEFFERSON
 PJ0306  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0306
 PJ0306                         *CURRENT SURVEY CONTROL
 PJ0306  ___________________________________________________________________
 PJ0306* NAD 83(1996)-  44 07 42.04046(N)    076 17 31.69699(W)     ADJUSTED  
 PJ0306* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 PJ0306  ___________________________________________________________________
 PJ0306  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 PJ0306  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 PJ0306
 PJ0306  HORZ ORDER  -  SECOND
 PJ0306
 PJ0306.The horizontal coordinates were established by classical geodetic methods
 PJ0306.and adjusted by the National Geodetic Survey in January 1999..
 PJ0306
 PJ0306.The orthometric height was scaled from a topographic map.
 PJ0306
 PJ0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0306
 PJ0306.The geoid height was determined by GEOID03.
 PJ0306
 PJ0306;                    North         East     Units Scale Factor Converg.
 PJ0306;SPC NY C     -   458,566.726   273,303.806   MT  0.99994418   +0 12 09.9
 PJ0306;SPC NY C     - 1,504,481.00    896,664.24   sFT  0.99994418   +0 12 09.9
 PJ0306;UTM  18      - 4,886,939.614   396,627.278   MT  0.99973142   -0 53 59.1
 PJ0306
 PJ0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0306!SPC NY C     -   0.99999158  x   0.99994418  =   0.99993576
 PJ0306!UTM  18      -   0.99999158  x   0.99973142  =   0.99972300
 PJ0306
 PJ0306:                Primary Azimuth Mark                     Grid Az
 PJ0306:SPC NY C     -  CAPE VINCENT W BASE 1874                 281 53 46.3
 PJ0306:UTM  18      -  CAPE VINCENT W BASE 1874                 282 59 55.3
 PJ0306
 PJ0306|---------------------------------------------------------------------|
 PJ0306| PID    Reference Object                     Distance      Geod. Az  |
 PJ0306|                                                           dddmmss.s |
 PJ0306| PJ0310 CAPE VINCENT W BASE 1874            APPROX. 1.8 KM 2820556.2 |
 PJ0306|---------------------------------------------------------------------|
 PJ0306
 PJ0306                          SUPERSEDED SURVEY CONTROL
 PJ0306
 PJ0306  NAD 83(1986)-  44 07 42.04163(N)    076 17 31.69285(W) AD(       ) 2
 PJ0306  NAD 27      -  44 07 41.86700(N)    076 17 32.93600(W) AD(       ) 2
 PJ0306
 PJ0306.Superseded values are not recommended for survey control.
 PJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0306.See file dsdata.txt to determine how the superseded data were derived.
 PJ0306
 PJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9662786940(NAD 83)
 PJ0306_MARKER: Z = SEE DESCRIPTION
 PJ0306_SETTING: 80 = SET IN A BOULDER
 PJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0306+STABILITY: SURFACE MOTION
 PJ0306
 PJ0306  HISTORY     - Date     Condition        Report By
 PJ0306  HISTORY     - 1874     MONUMENTED       USLS
 PJ0306  HISTORY     - 1940     SEE DESCRIPTION  CGS
 PJ0306  HISTORY     - 1957     GOOD             IBC
 PJ0306  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PJ0306  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 PJ0306
 PJ0306                          STATION DESCRIPTION
 PJ0306
 PJ0306'DESCRIBED BY US LAKE SURVEY 1874
 PJ0306'ABOUT 2 MILES EAST OF THE TOWN OF CAPE VINCENT.  ON THE SOUTH SIDE OF
 PJ0306'THE NEW YORK CENTRAL RAILROAD TRACK.  THE STATION IS 170 FEET
 PJ0306'NORTHWEST OF A LEANING STONE POST.  110.7 FEET SOUTHWEST OF A STONE
 PJ0306'POST.  172.6 FEET SOUTHEAST OF A STONE POST.  66.1 FEET EAST OF THE
 PJ0306'CONCRETE SIGNPOST.  13.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.
 PJ0306'AND 16.8 FEET NORTH OF THE SOUTH RIGHT - OF - WAY FENCE.
 PJ0306'
 PJ0306'STATION MARK--A BRASS PLUG IN A STONE 6 INCHES SQUARE, SET 3 FEET
 PJ0306'BELOW THE GROUND SURFACE.
 PJ0306
 PJ0306                          STATION RECOVERY (1940)
 PJ0306
 PJ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PJ0306'ABOUT 2 MILES EAST OF THE TOWN OF CAPE VINCENT.  ON THE SOUTH
 PJ0306'SIDE OF THE NEW YORK CENTRAL RAILROAD TRACK.  THE STATION IS
 PJ0306'170 FEET NORTHWEST OF A LEANING STONE POST.  110.7 FEET
 PJ0306'SOUTHWEST OF A STONE POST.  172.6 FEET SOUTHEAST OF A STONE
 PJ0306'POST.  66.1 FEET EAST OF A CONCRETE SIGNPOST.  13.6 FEET SOUTH
 PJ0306'OF THE SOUTH RAIL OF THE TRACK.  AND 16.6 FEET NORTH OF THE
 PJ0306'SOUTH RIGHT-OF-WAY FENCE.
 PJ0306'
 PJ0306'STATION MARK--A BRASS PLUG IN A STONE 6 INCHES SQUARE, SET 3
 PJ0306'FEET BELOW THE GROUND SURFACE.
 PJ0306
 PJ0306                          STATION RECOVERY (1957)
 PJ0306
 PJ0306'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0306'IN 1957 THE RAILROAD RAILS AND REFERENCE POSTS HAD BEEN REMOVED.
 PJ0306
 PJ0306                          STATION RECOVERY (1969)
 PJ0306
 PJ0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (AJR)
 PJ0306'A SEARCH OF THE AREA WAS MADE, THE RAILROAD TRACK HAS BEEN
 PJ0306'REMOVED, AND THE TRACK BED IS OVERGROWN WITH BRUSH.
 PJ0306'
 PJ0306'REFERENCE AND STATION MARK ARE PRESUMED TO BE LOST.
 PJ0306
 PJ0306                          STATION RECOVERY (1999)
 PJ0306
 PJ0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0310 ***********************************************************************
 PJ0310  DESIGNATION -  CAPE VINCENT W BASE 1874
 PJ0310  PID         -  PJ0310
 PJ0310  STATE/COUNTY-  NY/JEFFERSON
 PJ0310  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0310
 PJ0310                         *CURRENT SURVEY CONTROL
 PJ0310  ___________________________________________________________________
 PJ0310* NAD 83(1996)-  44 07 54.46657(N)    076 18 52.23293(W)     ADJUSTED  
 PJ0310* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 PJ0310  ___________________________________________________________________
 PJ0310  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 PJ0310  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PJ0310
 PJ0310  HORZ ORDER  -  FIRST
 PJ0310
 PJ0310.The horizontal coordinates were established by classical geodetic methods
 PJ0310.and adjusted by the National Geodetic Survey in January 1999..
 PJ0310
 PJ0310.The orthometric height was scaled from a topographic map.
 PJ0310
 PJ0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0310
 PJ0310.The geoid height was determined by GEOID03.
 PJ0310
 PJ0310;                    North         East     Units Scale Factor Converg.
 PJ0310;SPC NY C     -   458,944.145   271,512.236   MT  0.99994319   +0 11 13.9
 PJ0310;SPC NY C     - 1,505,719.25    890,786.39   sFT  0.99994319   +0 11 13.9
 PJ0310;UTM  18      - 4,887,351.350   394,843.677   MT  0.99973600   -0 54 55.4
 PJ0310
 PJ0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0310!SPC NY C     -   0.99999252  x   0.99994319  =   0.99993571
 PJ0310!UTM  18      -   0.99999252  x   0.99973600  =   0.99972852
 PJ0310
 PJ0310:                Primary Azimuth Mark                     Grid Az
 PJ0310:SPC NY C     -  219 IWC                                  277 55 01.1
 PJ0310:UTM  18      -  219 IWC                                  279 01 10.4
 PJ0310
 PJ0310|---------------------------------------------------------------------|
 PJ0310| PID    Reference Object                     Distance      Geod. Az  |
 PJ0310|                                                           dddmmss.s |
 PJ0310| PJ0321 219 IWC                             APPROX. 3.3 KM 2780615.0 |
 PJ0310|---------------------------------------------------------------------|
 PJ0310
 PJ0310                          SUPERSEDED SURVEY CONTROL
 PJ0310
 PJ0310  NAD 83(1986)-  44 07 54.46770(N)    076 18 52.22847(W) AD(       ) 1
 PJ0310  NAD 27      -  44 07 54.29100(N)    076 18 53.47000(W) AD(       ) 1
 PJ0310
 PJ0310.Superseded values are not recommended for survey control.
 PJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0310.See file dsdata.txt to determine how the superseded data were derived.
 PJ0310
 PJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9484487351(NAD 83)
 PJ0310_MARKER: Z = SEE DESCRIPTION
 PJ0310_SETTING: 80 = SET IN A BOULDER
 PJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0310+STABILITY: SURFACE MOTION
 PJ0310
 PJ0310  HISTORY     - Date     Condition        Report By
 PJ0310  HISTORY     - 1874     MONUMENTED       USLS
 PJ0310  HISTORY     - 1940     SEE DESCRIPTION  CGS
 PJ0310  HISTORY     - 1957     GOOD             IBC
 PJ0310  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PJ0310  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 PJ0310
 PJ0310                          STATION DESCRIPTION
 PJ0310
 PJ0310'DESCRIBED BY US LAKE SURVEY 1874
 PJ0310'NEAR THE TOWN OF CAPE VINCENT, NEW YORK.  ABOUT 1/4 MILE EAST OF CAPE
 PJ0310'VINCENT ELEVATOR.  JUST EAST OF THE RAILROAD YARD LIMITS AND ON THE
 PJ0310'NORTH SIDE OF THE TRACK.  THE STATION IS ABOUT 335 FEET EAST OF THE
 PJ0310'YARD LIMITS SIGN, 99.7 FEET EAST OF A DRILL HOLE IN A STONE, 71.2 FEET
 PJ0310'NORTH OF A STONE POST, 99.1 FEET WEST OF A STONE POST, 19.8 FEET NORTH
 PJ0310'OF NORTH RAIL OF TRACK, AND 54 FEET SOUTH OF NORTH RIGHT - OF - WAY
 PJ0310'FENCE.
 PJ0310'
 PJ0310'STATION MARK--A TRIANGULAR BRASS PLUG IN A STONE POST 6 INCHES SQUARE,
 PJ0310'SET ABOUT 2 FEET BELOW THE GROUND SURFACE.
 PJ0310
 PJ0310                          STATION RECOVERY (1940)
 PJ0310
 PJ0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 PJ0310'NEAR THE TOWN OF CAPE VINCENT, NEW YORK.  ABOUT 1/4 MILE EAST
 PJ0310'OF CAPE VINCENT ELEVATOR.  JUST EAST OF THE RAILROAD YARD LIMITS
 PJ0310'AND ON THE NORTH SIDE OF THE TRACK.  THE STATION IS ABOUT 335
 PJ0310'FEET EAST OF THE YARD LIMITS SIGN, 99.7 FEET EAST OF A DRILL
 PJ0310'HOLE IN STONE, 71.2 FEET NORTH OF A STONE POST, 99.1 FEET WEST
 PJ0310'OF A STONE POST, 19.8 FEET NORTH OF NORTH RAIL OF TRACK, AND
 PJ0310'54 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE.
 PJ0310'
 PJ0310'STATION MARK--A TRIANGULAR BRASS PLUG IN A STONE POST 6 INCHES
 PJ0310'SQUARE, SET ABOUT 2 FEET BELOW THE GROUND SURFACE.
 PJ0310
 PJ0310                          STATION RECOVERY (1957)
 PJ0310
 PJ0310'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0310'IN 1957 THE RAILROAD RAILS HAD BEEN REMOVED.
 PJ0310
 PJ0310                          STATION RECOVERY (1969)
 PJ0310
 PJ0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (AJR)
 PJ0310'A THOROUGH SEARCH OF THE AREA WAS MADE.  ALL REFERENCES HAVE
 PJ0310'BEEN DESTROYED, THE TRACK HAS BEEN REMOVED AND THE TRACK BED IS
 PJ0310'BECOMING PART OF THE LANDSCAPE.  THE STATION SHOULD BE
 PJ0310'CONSIDERED LOST.
 PJ0310
 PJ0310                          STATION RECOVERY (1999)
 PJ0310
 PJ0310'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0186 ***********************************************************************
 PJ0186  DESIGNATION -  CAPE VINCENT WATER TANK
 PJ0186  PID         -  PJ0186
 PJ0186  STATE/COUNTY-  NY/JEFFERSON
 PJ0186  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0186
 PJ0186                         *CURRENT SURVEY CONTROL
 PJ0186  ___________________________________________________________________
 PJ0186* NAD 83(1996)-  44 07 16.00953(N)    076 19 46.10602(W)     ADJUSTED  
 PJ0186* NAVD 88     -                                                        
 PJ0186  ___________________________________________________________________
 PJ0186  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PJ0186  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PJ0186
 PJ0186  HORZ ORDER  -  THIRD
 PJ0186
 PJ0186.The horizontal coordinates were established by classical geodetic methods
 PJ0186.and adjusted by the National Geodetic Survey in January 1999..
 PJ0186
 PJ0186
 PJ0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0186
 PJ0186.The geoid height was determined by GEOID03.
 PJ0186
 PJ0186;                    North         East     Units Scale Factor Converg.
 PJ0186;SPC NY C     -   457,753.431   270,318.367   MT  0.99994258   +0 10 36.2
 PJ0186;SPC NY C     - 1,501,812.71    886,869.51   sFT  0.99994258   +0 10 36.2
 PJ0186;UTM  18      - 4,886,184.067   393,627.369   MT  0.99973916   -0 55 32.3
 PJ0186
 PJ0186                          SUPERSEDED SURVEY CONTROL
 PJ0186
 PJ0186  NAD 83(1986)-  44 07 16.01059(N)    076 19 46.10117(W) AD(       ) 4
 PJ0186
 PJ0186.Superseded values are not recommended for survey control.
 PJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0186.See file dsdata.txt to determine how the superseded data were derived.
 PJ0186
 PJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9362786184(NAD 83)
 PJ0186_MARKER: 51 = TANK
 PJ0186
 PJ0186  HISTORY     - Date     Condition        Report By
 PJ0186  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0186  HISTORY     - 19940828 GOOD             USPSQD
 PJ0186
 PJ0186                          STATION DESCRIPTION
 PJ0186
 PJ0186'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0186'THE STATION IS LOCATED IN CAPE VINCENT, NEW YORK.
 PJ0186'
 PJ0186'THE STATION CAN BE DRIVEN TO BUT NOT OCCUPIED DUE TO A
 PJ0186'SECURITY FENCE.
 PJ0186'
 PJ0186'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 PJ0186'TANK.
 PJ0186'
 PJ0186'DESCRIBED BY M JOHNSON.
 PJ0186
 PJ0186                          STATION RECOVERY (1994)
 PJ0186
 PJ0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1300 ***********************************************************************
 KU1300  DESIGNATION -  CAR
 KU1300  PID         -  KU1300
 KU1300  STATE/COUNTY-  NY/KINGS
 KU1300  USGS QUAD   -  BROOKLYN (1979)
 KU1300
 KU1300                         *CURRENT SURVEY CONTROL
 KU1300  ___________________________________________________________________
 KU1300* NAD 83(1986)-  40 41 14.     (N)    073 58 03.     (W)     SCALED    
 KU1300* NAVD 88     -        28.942  (meters)      94.95   (feet)  ADJUSTED  
 KU1300  ___________________________________________________________________
 KU1300  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU1300  DYNAMIC HT  -          28.931 (meters)      94.92  (feet)  COMP
 KU1300  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 KU1300
 KU1300  VERT ORDER  -  FIRST     CLASS II
 KU1300
 KU1300.The horizontal coordinates were scaled from a topographic map and have
 KU1300.an estimated accuracy of +/- 6 seconds.
 KU1300
 KU1300.The orthometric height was determined by differential leveling
 KU1300.and adjusted by the National Geodetic Survey in June 1991..
 KU1300
 KU1300.The geoid height was determined by GEOID03.
 KU1300
 KU1300.The dynamic height is computed by dividing the NAVD 88
 KU1300.geopotential number by the normal gravity value computed on the
 KU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1300.degrees latitude (g = 980.6199 gals.).
 KU1300
 KU1300.The modeled gravity was interpolated from observed gravity values.
 KU1300
 KU1300;                    North         East    Units  Estimated Accuracy
 KU1300;SPC NY L     -    57,810.      302,750.      MT  (+/- 180 meters Scaled)
 KU1300
 KU1300                          SUPERSEDED SURVEY CONTROL
 KU1300
 KU1300  NGVD 29 (??/??/92)   29.280  (m)           96.06   (f) ADJ UNCH    1 2
 KU1300
 KU1300.Superseded values are not recommended for survey control.
 KU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1300.See file dsdata.txt to determine how the superseded data were derived.
 KU1300
 KU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872045(NAD 83)
 KU1300_MARKER: DB = BENCH MARK DISK
 KU1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1300_SP_SET: BUILDING
 KU1300_STAMPING: C A R 1952
 KU1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1300+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 KU1300
 KU1300  HISTORY     - Date     Condition        Report By
 KU1300  HISTORY     - 1952     MONUMENTED       CGS
 KU1300  HISTORY     - 20060321 GOOD             GEOCAC
 KU1300
 KU1300                          STATION DESCRIPTION
 KU1300
 KU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1300'AT NEW YORK.
 KU1300'AT NEW YORK, IN BOROUGH OF BROOKLYN, ON CLINTON AVENUE BETWEEN
 KU1300'LAFAYETTE AND GREENE AVENUES, SET VERTICALLY IN WEST FACE OF
 KU1300'APARTMENT BUILDING AT 361 CLINTON AVENUE, 1 FOOT SOUTH OF
 KU1300'NORTHWEST CORNER OF BUILDING AND ABOUT 2 FEET ABOVE GROUND.
 KU1300
 KU1300                          STATION RECOVERY (2006)
 KU1300
 KU1300'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1300'FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2865 ***********************************************************************
 KU2865  DESIGNATION -  CAR
 KU2865  PID         -  KU2865
 KU2865  STATE/COUNTY-  NY/NASSAU
 KU2865  USGS QUAD   -  BAYVILLE (1975)
 KU2865
 KU2865                         *CURRENT SURVEY CONTROL
 KU2865  ___________________________________________________________________
 KU2865* NAD 83(1996)-  40 53 38.01863(N)    073 30 20.40734(W)     ADJUSTED  
 KU2865* NAVD 88     -                                                        
 KU2865  ___________________________________________________________________
 KU2865  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KU2865  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KU2865
 KU2865  HORZ ORDER  -  THIRD
 KU2865
 KU2865.The horizontal coordinates were established by classical geodetic methods
 KU2865.and adjusted by the National Geodetic Survey in January 1999..
 KU2865
 KU2865
 KU2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2865
 KU2865.The geoid height was determined by GEOID03.
 KU2865
 KU2865;                    North         East     Units Scale Factor Converg.
 KU2865;SPC NY L     -    80,873.768   341,656.860   MT  0.99999519   +0 19 24.0
 KU2865;SPC NY L     -   265,333.35  1,120,919.21   sFT  0.99999519   +0 19 24.0
 KU2865;SPC CT       -   159,404.448   241,118.378   MT  1.00004503   -0 30 03.8
 KU2865;SPC CT       -   522,979.43    791,069.21   sFT  1.00004503   -0 30 03.8
 KU2865;UTM  18      - 4,528,053.177   625,878.944   MT  0.99979503   +0 58 42.3
 KU2865
 KU2865                          SUPERSEDED SURVEY CONTROL
 KU2865
 KU2865  NAD 83(1996)-  40 53 38.02110(N)    073 30 20.40654(W) AD(       ) 4
 KU2865  NAD 83(1992)-  40 53 38.02222(N)    073 30 20.40687(W) AD(       ) 4
 KU2865  NAD 83(1986)-  40 53 38.02395(N)    073 30 20.40877(W) AD(       ) 4
 KU2865  NAD 27      -  40 53 37.67600(N)    073 30 21.97300(W) AD(       ) 3
 KU2865
 KU2865.Superseded values are not recommended for survey control.
 KU2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2865.See file dsdata.txt to determine how the superseded data were derived.
 KU2865
 KU2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2587928053(NAD 83)
 KU2865_MARKER: 81 = GABLE
 KU2865
 KU2865  HISTORY     - Date     Condition        Report By
 KU2865  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2865
 KU2865                          STATION DESCRIPTION
 KU2865
 KU2865'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2865'STATION STANDS ABOUT 100 METERS E OF STATION COVE.  IT IS THE
 KU2865'N GABLE OF SMALL DARK-COLORED BOATHOUSE WITH A SHINGLED ROOF.  IT
 KU2865'STANDS NEAR A CONCRETE SEA WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0522 ***********************************************************************
 NC0522  CBN         -  This is a Cooperative Base Network Control Station.
 NC0522  DESIGNATION -  CARBECK
 NC0522  PID         -  NC0522
 NC0522  STATE/COUNTY-  NY/ERIE
 NC0522  USGS QUAD   -  ANGOLA (1960)
 NC0522
 NC0522                         *CURRENT SURVEY CONTROL
 NC0522  ___________________________________________________________________
 NC0522* NAD 83(1996)-  42 38 06.80030(N)    079 01 54.58145(W)     ADJUSTED  
 NC0522* NAVD 88     -       215.423  (meters)     706.77   (feet)  ADJUSTED  
 NC0522  ___________________________________________________________________
 NC0522  X           -     894,168.491 (meters)                     COMP
 NC0522  Y           -  -4,613,780.234 (meters)                     COMP
 NC0522  Z           -   4,297,899.811 (meters)                     COMP
 NC0522  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NC0522  ELLIP HEIGHT-         180.66  (meters)          (09/18/02) GPS OBS
 NC0522  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NC0522  DYNAMIC HT  -         215.360 (meters)     706.56  (feet)  COMP
 NC0522  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 NC0522
 NC0522  HORZ ORDER  -  B
 NC0522  VERT ORDER  -  FIRST     CLASS II
 NC0522  ELLP ORDER  -  FOURTH    CLASS II
 NC0522
 NC0522.The horizontal coordinates were established by GPS observations
 NC0522.and adjusted by the National Geodetic Survey in July 1997..
 NC0522
 NC0522.The orthometric height was determined by differential leveling
 NC0522.and adjusted by the National Geodetic Survey in June 1991..
 NC0522
 NC0522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC0522
 NC0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0522
 NC0522.The ellipsoidal height was determined by GPS observations
 NC0522.and is referenced to NAD 83.
 NC0522
 NC0522.The geoid height was determined by GEOID03.
 NC0522
 NC0522.The dynamic height is computed by dividing the NAVD 88
 NC0522.geopotential number by the normal gravity value computed on the
 NC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0522.degrees latitude (g = 980.6199 gals.).
 NC0522
 NC0522.The modeled gravity was interpolated from observed gravity values.
 NC0522
 NC0522;                    North         East     Units Scale Factor Converg.
 NC0522;SPC NY W     -   292,747.220   313,215.973   MT  0.99995414   -0 18 13.6
 NC0522;SPC NY W     -   960,454.84  1,027,609.40   sFT  0.99995414   -0 18 13.6
 NC0522;UTM  17      - 4,722,185.840   661,370.833   MT  0.99992039   +1 20 00.2
 NC0522
 NC0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0522!SPC NY W     -   0.99997167  x   0.99995414  =   0.99992581
 NC0522!UTM  17      -   0.99997167  x   0.99992039  =   0.99989206
 NC0522
 NC0522|---------------------------------------------------------------------|
 NC0522| PID    Reference Object                     Distance      Geod. Az  |
 NC0522|                                                           dddmmss.s |
 NC0522| NC0521 CARBECK RM 1                         24.652 METERS 07531     |
 NC0522| NC0520 CARBECK RM 2                         24.092 METERS 20446     |
 NC0522| CZ9817 CARBECK RM 3                                       2244236.2 |
 NC0522|---------------------------------------------------------------------|
 NC0522
 NC0522                          SUPERSEDED SURVEY CONTROL
 NC0522
 NC0522  ELLIP H (07/22/97)  180.65   (m)                       GP(       ) 1 1
 NC0522  NAD 83(1986)-  42 38 06.80620(N)    079 01 54.57737(W) AD(       ) 1
 NC0522  NAD 27      -  42 38 06.59334(N)    079 01 55.44097(W) AD(       ) 1
 NC0522  NAVD 88 (07/22/97)  215.42   (m)          706.8    (f) LEVELING    3  
 NC0522  NGVD 29 (06/03/92)  215.552  (m)          707.19   (f) ADJUSTED    1 2
 NC0522
 NC0522.Superseded values are not recommended for survey control.
 NC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0522.See file dsdata.txt to determine how the superseded data were derived.
 NC0522
 NC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6137122186(NAD 83)
 NC0522_MARKER: DD = SURVEY DISK
 NC0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0522_STAMPING: CARBECK 1973
 NC0522_MARK LOGO: NGS   
 NC0522_PROJECTION: FLUSH
 NC0522_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NC0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0522+STABILITY: SURFACE MOTION
 NC0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0522+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 NC0522
 NC0522  HISTORY     - Date     Condition        Report By
 NC0522  HISTORY     - 1973     MONUMENTED       NGS
 NC0522  HISTORY     - 1973     GOOD             NGS
 NC0522  HISTORY     - 1983     GOOD             NGS
 NC0522  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 NC0522  HISTORY     - 19951114 GOOD             NYDT
 NC0522  HISTORY     - 19971218 GOOD             FA
 NC0522  HISTORY     - 20010411 GOOD             NBMS
 NC0522  HISTORY     - 20010726 GOOD             NYDT
 NC0522
 NC0522                          STATION DESCRIPTION
 NC0522
 NC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC0522'THE STATION IS LOCATED 4 MILES NORTHEAST OF FARNHAM, 1-1/2
 NC0522'MILES SOUTH OF EVANS CENTER, ON THE SOUTHWEST EDGE OF ANGOLA
 NC0522'ON PROPERTY OWNED BY MR. HOWARD M. FRAWLEY.
 NC0522'
 NC0522'TO REACH THE STATION FROM THE POST OFFICE IN ANGOLA, GO
 NC0522'SOUTH ON MAIN STREET FOR 0.15 MILE TO A Y FORK JUST BEFORE
 NC0522'REACHING THE RAILROAD TRACKS.  BEAR RIGHT AND GO SOUTHWEST ON
 NC0522'COMMERCIAL STREET FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 NC0522'DESCRIBED.
 NC0522'
 NC0522'STATION MARK, STAMPED CARBECK 1973 IS A STANDARD DISK SET IN
 NC0522'A ROUND CONCRETE MONUMENT THAT 10 INCHES BELOW THE GROUND
 NC0522'SURFACE.  IT IS 89 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A HIGH
 NC0522'TENSION LINE TOWER, 84.3 FEET WEST OF THE METAL WITNESS POST SET
 NC0522'AT REFERENCE MARK 1, 81.5 FEET NORTHEAST OF THE METAL WITNESS POST
 NC0522'SET AT REFERENCE MARK 2 AND 49 FEET NORTHWEST OF THE CENTER OF
 NC0522'COMMERCIAL STREET.
 NC0522'
 NC0522'REFERENCE MARK 1, STAMPED CARBECK NO 1 1973 IS A STANDARD DISK
 NC0522'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 14 FEET
 NC0522'NORTHWEST OF THE CENTER OF COMMERCIAL STREET, 3.5 FEET WEST OF
 NC0522'A METAL WITNESS POST AND 3.5 FEET SOUTHEAST OF A SMALL DRAINAGE
 NC0522'DITCH.
 NC0522'
 NC0522'REFERENCE MARK 2, STAMPED CARBECK NO 2 1973 IS A STANDARD DISK
 NC0522'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 14 FEET
 NC0522'NORTHWEST OF THE CENTER OF COMMERCIAL STREET, 4 FEET SOUTHEAST
 NC0522'OF A SMALL DRAINAGE DITCH AND 2.5 FEET NORTHEAST OF A METAL
 NC0522'WITNESS POST.
 NC0522'
 NC0522'REFERENCE MARK 3, STAMPED CARBECK NO 3 1973 IS A STANDARD DISK
 NC0522'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 59.5 FEET
 NC0522'NORTH OF THE CENTER OF A TRACK ROAD, 43 FEET SOUTHEAST OF
 NC0522'THE CENTER OF THE JUNCTION OF COMMERCIAL STREET AND LERCZAK
 NC0522'DRIVE, 15 FEET SOUTH OF THE CENTER OF COMMERCIAL STREET
 NC0522'AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST.
 NC0522'
 NC0522'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHWESTERLY
 NC0522'ON COMMERCIAL STREET FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 NC0522'DESCRIBED.
 NC0522'
 NC0522'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 NC0522
 NC0522                          STATION RECOVERY (1973)
 NC0522
 NC0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NC0522'0.45 MI SW FROM ANGOLA.
 NC0522'ABOUT 0.45 MILES SOUTHWEST OF THE POST OFFICE AT ANGOLA, 89 FEET
 NC0522'SOUTHEAST OF THE SOUTHEAST LEG OF A POWER LINE TOWER, 84.3 FEET WEST
 NC0522'OF A METAL WITNESS POST AT RM NO. 1, 81.5 FEET NORTHEAST OF A METAL
 NC0522'WITNESS POST AT RM 2, 80.88 FEET WEST OF RM NO. 1, 79.04 FEET
 NC0522'NORTHEAST OF RM 2, 49 FEET NORTHWEST OF THE CENTERLINE OF COMMERCIAL
 NC0522'STREET, SET IN THE TOP OF A CONCRETE POST 10 IN. BELOW GROUND SURFACE.
 NC0522
 NC0522                          STATION RECOVERY (1983)
 NC0522
 NC0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0522'RECOVERED IN GOOD CONDITION.
 NC0522
 NC0522                          STATION RECOVERY (1994)
 NC0522
 NC0522'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0522'MARK NOT FOUND.
 NC0522
 NC0522                          STATION RECOVERY (1995)
 NC0522
 NC0522'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NC0522'UPDATED INFORMATION FOLLOWS.  TO REACH THE STATION FROM THE Y JUNCTION
 NC0522'OF MAIN STREET AND COMMERCIAL STREET AS DESCRIBED IN 1973 ON THE SOUTH
 NC0522'SIDE OF ANGOLA, GO SOUTH WEST ON COMMERCIAL STREET FOR 0.4 KM (0.25
 NC0522'MI) TO THE STATION ON THE RIGHT BEFORE CROSSING UNDER THE HIGH TENSION
 NC0522'POWERLINES.  THE STATION IS 0.3 M (0.98 FT) BELOW THE GROUND SURFACE.
 NC0522'TIES FROM THE ROAD AND THE HIGH TENSION TOWER ARE STILL GOOD, THE
 NC0522'WITNESS POST IS GONE.  THE STATION IS ALSO 37.0 M (121.39 FT) ON A 245
 NC0522'DEGREE WEST SOUTHWEST MAGNETIC AZIMUTH FROM A WOODEN UTILITY POLE ON
 NC0522'THE NORTHWEST SIDE OF THE ROAD, THE POLE JUST SOUTH OF A SINGLE STORY
 NC0522'WOOD FRAME BUILDING.  THE STATION IS ON LINE WITH THE SOUTHEAST LEG OF
 NC0522'THE HIGH TENSION TOWER AND A SINGLE SMALL PINE TREE ON THE OPPOSITE,
 NC0522'SOUTHEAST, SIDE OF THE ROAD.
 NC0522
 NC0522                          STATION RECOVERY (1997)
 NC0522
 NC0522'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (RS)
 NC0522'EXISTING DESCRIPTION ADEQUATE.
 NC0522
 NC0522                          STATION RECOVERY (2001)
 NC0522
 NC0522'RECOVERY NOTE BY NIAGARA BOUNDARY AND MAPPING SERVICES 2001 (JSB)
 NC0522'STATION IS APPROXIMATELY 1 FOOY UNDER THE SURFACE OF THE SURROUNDONG
 NC0522'GRADE AND REQUIRES SOME BAILING IN WET WEATHER
 NC0522
 NC0522                          STATION RECOVERY (2001)
 NC0522
 NC0522'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (MAF)
 NC0522'RECOVERED AS DESCRIBED.
 NC0522' 
 NC0522'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1765 ***********************************************************************
 NB1765  DESIGNATION -  CARD
 NB1765  PID         -  NB1765
 NB1765  STATE/COUNTY-  NY/ONONDAGA
 NB1765  USGS QUAD   -  SPAFFORD (1955)
 NB1765
 NB1765                         *CURRENT SURVEY CONTROL
 NB1765  ___________________________________________________________________
 NB1765* NAD 83(1996)-  42 52 21.67238(N)    076 15 27.99235(W)     ADJUSTED  
 NB1765* NAVD 88     -                                                        
 NB1765  ___________________________________________________________________
 NB1765  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 NB1765  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB1765
 NB1765  HORZ ORDER  -  THIRD
 NB1765
 NB1765.The horizontal coordinates were established by classical geodetic methods
 NB1765.and adjusted by the National Geodetic Survey in January 1999..
 NB1765
 NB1765
 NB1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1765
 NB1765.The geoid height was determined by GEOID03.
 NB1765
 NB1765;                    North         East     Units Scale Factor Converg.
 NB1765;SPC NY C     -   319,078.912   276,599.379   MT  0.99994620   +0 13 17.4
 NB1765;SPC NY C     - 1,046,844.73    907,476.46   sFT  0.99994620   +0 13 17.4
 NB1765;UTM  18      - 4,747,444.284   397,268.742   MT  0.99972983   -0 51 21.0
 NB1765
 NB1765                          SUPERSEDED SURVEY CONTROL
 NB1765
 NB1765  NAD 83(1986)-  42 52 21.67828(N)    076 15 27.99132(W) AD(       ) 4
 NB1765  NAD 27      -  42 52 21.43000(N)    076 15 29.25000(W) AD(       ) 3
 NB1765
 NB1765.Superseded values are not recommended for survey control.
 NB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1765.See file dsdata.txt to determine how the superseded data were derived.
 NB1765
 NB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9726947444(NAD 83)
 NB1765_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NB1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1765+STABILITY: SURFACE MOTION
 NB1765
 NB1765  HISTORY     - Date     Condition        Report By
 NB1765  HISTORY     - 1934     MONUMENTED       CGS
 NB1765  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1765
 NB1765                          STATION DESCRIPTION
 NB1765
 NB1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 NB1765'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY, BUT WAS
 NB1765'OBSERVED FROM HOWLETT HILL AND BURKE, AS AN INTERSECTION STATION.
 NB1765'
 NB1765'IT IS LOCATED ON A HIGH WOODED HILL ABOUT 14 MILES, AIRLINE,
 NB1765'SOUTH-SOUTHWEST OF THE CENTER OF SYRACUSE, 9-1/2 MILES, AIRLINE,
 NB1765'NORTHWEST OF TULLY, 5 MILES, AIRLINE, NORTH OF SPAFFORD, AND
 NB1765'3-3/4 MILES, AIRLINE, SOUTHEAST OF MARIETTA, ON PROPERTY OWNED
 NB1765'BY MRS. EMMA CARD.
 NB1765'
 NB1765'TO REACH FROM TULLY CENTER, LEAVE U.S. HIGHWAY 11 AND GO
 NB1765'NORTHWEST ON STATE HIGHWAY 80, FOR 3.7 MILES TO VESPER.  CONTINUE
 NB1765'ON HIGHWAY 80 THROUGH VESPER ABOUT 2 MILES TO WHERE HIGHWAY 80
 NB1765'CURVES RIGHT AND A ONE-LANE PAVED ROAD CONTINUES STRAIGHT
 NB1765'AHEAD.  TAKE THIS LEFT HAND ROAD 4.0 MILES TO THE TOP OF A
 NB1765'GRADE, AND TURN LEFT IN A LANE JUST BEFORE THE MAIN ROAD STARTS
 NB1765'A DESCENT TO LAKE OTISCO.  THE STATION IS ON TOP OF THE HILL,
 NB1765'OVERLOOKING THE VALLEY TO THE EAST, ON THE FLAT AREA, ABOUT 2
 NB1765'METERS EAST OF THE EAST EDGE OF THE WOODS, 21 METERS WEST OF
 NB1765'THE BREAK IN THE SLOPE OF THE HILL, AND 6.0 METERS EAST OF A
 NB1765'TREE BEARING A TRIANGULAR BLAZE.  THE MARK PROJECTS ABOUT 4
 NB1765'INCHES.
 NB1765'
 NB1765'REFERENCE MARK NO.1 IS 36.927 METERS NORTH OF THE STATION.
 NB1765'
 NB1765'REFERENCE MARK NO.2 IS 27.331 METERS SOUTH BY SOUTHWEST OF THE
 NB1765'STATION.
 NB1765'
 NB1765'NO AZIMUTH MARK WAS SET.
 NB1765'
 NB1765'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NB1765'DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 NB1765'
 NB1765'A 77-FOOT TOWER REQUIRED.
 NB1765
 NB1765                          STATION RECOVERY (1974)
 NB1765
 NB1765'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1765'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLE
 NB1765'TO RMS WAS NOT CHECKED.  VIEW TO NORTH AND WEST FROM STATION IS
 NB1765'BLOCKED BY WOODS.  FROM NORTH CLOCKWISE AROUND TO SOUTH IS
 NB1765'OBSCURED BY LIGHT BRUSH.  NO AZIMUTH MARK SET AT THIS STATION.
 NB1765'
 NB1765'STATION MARK IS A STANDARD DISK STAMPED CARD 1934, SET IN A
 NB1765'SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 NB1765'
 NB1765'RM NO. 1 IS A STANDARD DISK STAMPED CARD NO 1 1934, SET IN A
 NB1765'SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.  IT IS JUST INSIDE
 NB1765'THE WOODS AT SOUTH END OF CURVING, NARROW CULTIVATED FIELD.
 NB1765'
 NB1765'RM NO. 2 IS A STANDARD DISK STAMPED CARD NO 2 1934, SET IN A
 NB1765'SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 NB1765'
 NB1765'TO REACH STATION FROM MAIN INTERSECTION IN THE VILLAGE OF AMBER,
 NB1765'GO SOUTHEAST FOR 0.4 MILE TO FORK.  TAKE LEFT FORK, OAK HILL
 NB1765'ROAD, AND GO UPHILL FOR 1.8 MILES TO TOP OF GRADE.  GO SOUTHERLY
 NB1765'ACROSS FIELDS ABOUT 750 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4269 ***********************************************************************
 KU4269  DESIGNATION -  CAREY
 KU4269  PID         -  KU4269
 KU4269  STATE/COUNTY-  NY/SUFFOLK
 KU4269  USGS QUAD   -  MATTITUCK (1956)
 KU4269
 KU4269                         *CURRENT SURVEY CONTROL
 KU4269  ___________________________________________________________________
 KU4269* NAD 83(1996)-  40 58 46.81665(N)    072 36 02.72999(W)     ADJUSTED  
 KU4269* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KU4269  ___________________________________________________________________
 KU4269  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 KU4269  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KU4269
 KU4269  HORZ ORDER  -  FIRST
 KU4269
 KU4269.The horizontal coordinates were established by classical geodetic methods
 KU4269.and adjusted by the National Geodetic Survey in January 1999..
 KU4269
 KU4269.The orthometric height was scaled from a topographic map.
 KU4269
 KU4269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4269
 KU4269.The geoid height was determined by GEOID03.
 KU4269
 KU4269;                    North         East     Units Scale Factor Converg.
 KU4269;SPC NY L     -    91,222.498   417,756.312   MT  0.99999745   +0 54 54.8
 KU4269;SPC NY L     -   299,285.81  1,370,588.83   sFT  0.99999745   +0 54 54.8
 KU4269;UTM  18      - 4,539,272.768   701,850.247   MT  1.00010149   +1 34 26.2
 KU4269
 KU4269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4269!SPC NY L     -   1.00000164  x   0.99999745  =   0.99999909
 KU4269!UTM  18      -   1.00000164  x   1.00010149  =   1.00010313
 KU4269
 KU4269:                Primary Azimuth Mark                     Grid Az
 KU4269:SPC NY L     -  CAREY AZ MK                              059 42 19.1
 KU4269:UTM  18      -  CAREY AZ MK                              059 02 47.7
 KU4269
 KU4269|---------------------------------------------------------------------|
 KU4269| PID    Reference Object                     Distance      Geod. Az  |
 KU4269|                                                           dddmmss.s |
 KU4269| CB8345 CAREY AZ MK                                        0603713.9 |
 KU4269| CB8346 CAREY RM 1                           23.849 METERS 06102     |
 KU4269| CB8347 CAREY RM 2                           19.583 METERS 13911     |
 KU4269| KU4263 NORTHVILLE P WIRELESS INC MAST      APPROX. 1.8 KM 2641046.6 |
 KU4269|---------------------------------------------------------------------|
 KU4269
 KU4269                          SUPERSEDED SURVEY CONTROL
 KU4269
 KU4269  NAD 83(1996)-  40 58 46.81741(N)    072 36 02.73009(W) AD(       ) 1
 KU4269  NAD 83(1992)-  40 58 46.81618(N)    072 36 02.72968(W) AD(       ) 1
 KU4269  NAD 83(1986)-  40 58 46.81966(N)    072 36 02.73375(W) AD(       ) 1
 KU4269  NAD 27      -  40 58 46.46635(N)    072 36 04.39032(W) AD(       ) 1
 KU4269
 KU4269.Superseded values are not recommended for survey control.
 KU4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4269.See file dsdata.txt to determine how the superseded data were derived.
 KU4269
 KU4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0185039273(NAD 83)
 KU4269_MARKER: DS = TRIANGULATION STATION DISK
 KU4269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4269+STABILITY: SURFACE MOTION
 KU4269
 KU4269  HISTORY     - Date     Condition        Report By
 KU4269  HISTORY     - 1965     MONUMENTED       CGS
 KU4269  HISTORY     - 1966     GOOD             CGS
 KU4269  HISTORY     - 19950324 GOOD             USPSQD
 KU4269
 KU4269                          STATION DESCRIPTION
 KU4269
 KU4269'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4269'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RIVERHEAD, 4
 KU4269'MILES WEST OF MATTITUCK, 2 MILES NORTHWEST OF JAMESPORT AND
 KU4269'ON ROAD RIGHT-OF-WAY.
 KU4269'
 KU4269'TO REACH THE STATION FROM THE POST OFFICE IN JAMESPORT, GO
 KU4269'EAST ON STATE HIGHWAY 25 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 KU4269'LEFT AND GO NORTH-NORTHWEST ON MANOR LANE FOR 2.3 MILES TO A
 KU4269'T-INTERSECTION.  TURN RIGHT AND GO EAST ON SOUND AVENUE FOR 0.25
 KU4269'MILE TO A DRIVEWAY ON THE RIGHT LEADING TO THE MR. LELAND DOWNS
 KU4269'RESIDENCE AND THE STATION.
 KU4269'
 KU4269'THE STATION MARK IS A STANDARD DISK STAMPED CAREY 1965, SET
 KU4269'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4269'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET SOUTH OF
 KU4269'THE CENTER OF SOUND AVENUE, 18 FEET WEST OF THE CENTER OF A
 KU4269'GRAVELED DRIVEWAY AND 4.8 FEET EAST OF POWER LINE POLE NO. 530.
 KU4269'
 KU4269'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CAREY NO 1
 KU4269'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4269'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET
 KU4269'EAST OF THE CENTER OF THE GRAVELED DRIVEWAY, 20 FEET SOUTH OF
 KU4269'THE CENTER OF SOUND AVENUE AND 11 FEET WEST OF POWER LINE POLE
 KU4269'NO. NYT 531.
 KU4269'
 KU4269'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CAREY NO 2 1965,
 KU4269'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4269'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET
 KU4269'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 18 FEET WEST OF
 KU4269'THE CENTER OF THE GRAVELED DRIVEWAY AND 2 FEET EAST OF THE EAST
 KU4269'EDGE OF A CULTIVATED FIELD.
 KU4269'
 KU4269'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAREY 1965, SET IN
 KU4269'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4269'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET
 KU4269'NORTH-NORTHWEST OF POWER LINE POLE NO. 542 J, 21 FEET NORTH OF
 KU4269'THE CENTER OF SOUND AVENUE, 4.4 FEET WEST OF POWER LINE POLE
 KU4269'NO. 542 SJ AND 2 FEET EAST OF A METAL WITNESS POST.
 KU4269'
 KU4269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SOUND
 KU4269'AVENUE FOR 0.35 MILE TO THE MARK ON THE LEFT.
 KU4269
 KU4269                          STATION RECOVERY (1966)
 KU4269
 KU4269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU4269'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KU4269'AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KU4269'
 KU4269'ALL DISTANCES, STAMPINGS AND DIRECTIONS WERE VERIFIED.
 KU4269'
 KU4269'THE ORIGINAL DESCRIPTION BY J.L. COOK IN 1965 IS ADEQUATE.
 KU4269
 KU4269                          STATION RECOVERY (1995)
 KU4269
 KU4269'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU4269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2938 ***********************************************************************
 KU2938  DESIGNATION -  CARLE
 KU2938  PID         -  KU2938
 KU2938  STATE/COUNTY-  NY/NASSAU
 KU2938  USGS QUAD   -  HICKSVILLE (1979)
 KU2938
 KU2938                         *CURRENT SURVEY CONTROL
 KU2938  ___________________________________________________________________
 KU2938* NAD 83(1996)-  40 45 20.58532(N)    073 37 11.64102(W)     ADJUSTED  
 KU2938* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 KU2938  ___________________________________________________________________
 KU2938  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KU2938  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU2938
 KU2938  HORZ ORDER  -  FIRST
 KU2938
 KU2938.The horizontal coordinates were established by classical geodetic methods
 KU2938.and adjusted by the National Geodetic Survey in January 1999..
 KU2938
 KU2938.The orthometric height was scaled from a topographic map.
 KU2938
 KU2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2938
 KU2938.The geoid height was determined by GEOID03.
 KU2938
 KU2938;                    North         East     Units Scale Factor Converg.
 KU2938;SPC NY L     -    65,481.431   332,097.317   MT  0.99999625   +0 14 55.0
 KU2938;SPC NY L     -   214,833.66  1,089,555.95   sFT  0.99999625   +0 14 55.0
 KU2938;UTM  18      - 4,512,556.095   616,497.656   MT  0.99976705   +0 54 03.9
 KU2938
 KU2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2938!SPC NY L     -   0.99999964  x   0.99999625  =   0.99999589
 KU2938!UTM  18      -   0.99999964  x   0.99976705  =   0.99976669
 KU2938
 KU2938|---------------------------------------------------------------------|
 KU2938| PID    Reference Object                     Distance      Geod. Az  |
 KU2938|                                                           dddmmss.s |
 KU2938| CB6662 CARLE RM 1                           25.580 METERS 09008     |
 KU2938| CB6664 CARLE RM 3 AZIMUTH                                 1191927.5 |
 KU2938| CB6663 CARLE RM 2                           25.067 METERS 16400     |
 KU2938|---------------------------------------------------------------------|
 KU2938
 KU2938                          SUPERSEDED SURVEY CONTROL
 KU2938
 KU2938  NAD 83(1996)-  40 45 20.58827(N)    073 37 11.63993(W) AD(       ) 1
 KU2938  NAD 83(1992)-  40 45 20.58811(N)    073 37 11.63970(W) AD(       ) 1
 KU2938  NAD 83(1986)-  40 45 20.58871(N)    073 37 11.64072(W) AD(       ) 1
 KU2938  NAD 27      -  40 45 20.22632(N)    073 37 13.17892(W) AD(       ) 1
 KU2938
 KU2938.Superseded values are not recommended for survey control.
 KU2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2938.See file dsdata.txt to determine how the superseded data were derived.
 KU2938
 KU2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1649812556(NAD 83)
 KU2938_MARKER: DS = TRIANGULATION STATION DISK
 KU2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2938
 KU2938  HISTORY     - Date     Condition        Report By
 KU2938  HISTORY     - 1965     MONUMENTED       CGS
 KU2938  HISTORY     - 19920901 GOOD             USPSQD
 KU2938
 KU2938                          STATION DESCRIPTION
 KU2938
 KU2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2938'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF CARLE
 KU2938'PLACE, IN THE SOUTHWEST CLOVERLEAF OF INTERCHANGE 31
 KU2938'OF THE NORTHERN STATE PARKWAY AND MEADOWBROOK PARKWAY,
 KU2938'IN THE WEST INTERCHANGE ONTO THE NORTHERN STATE PARKWAY
 KU2938'FROM GUINEA WOODS ROAD AND ON PROPERTY OF THE LONG ISLAND
 KU2938'STATE PARK COMMISSION.
 KU2938'
 KU2938'THE STATION MARK IS A STANDARD DISK STAMPED CARLE 1965,
 KU2938'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU2938'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 KU2938'IS 124.3 FEET WEST-NORTHWEST OF THE SOUTH LEG OF SIGN
 KU2938'POST READING MEADOWBROOK PARKWAY EXIT RIGHT 31 A SOUTH,
 KU2938'37.2 FEET SOUTHWEST OF WOODEN STREET LAMP POST NO. 23A
 KU2938'AND 33.8 FEET EAST OF THE EAST CURB OF ENTRANCE ROAD
 KU2938'TO PARKWAY.
 KU2938'
 KU2938'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARLE NO 1
 KU2938'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU2938'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 KU2938'IS 73.8 FEET EAST OF WOODEN STREET LAMP POST NO. 23A, 44.3
 KU2938'FEET NORTHWEST OF THE PARKWAY SIGN, 8.2 FEET SOUTHWEST OF
 KU2938'THE SOUTH CURB OF THE EAST BOUND LANE OF THE NORTHERN STATE
 KU2938'PARKWAY AND 1.8 FEET SOUTH OF A WOODEN FENCE.
 KU2938'
 KU2938'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARLE NO 2
 KU2938'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU2938'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 KU2938'IS 115.8 FEET WEST-SOUTHWEST OF THE SOUTH LEG OF THE
 KU2938'PARKWAY SIGN, 112 FEET SOUTH OF WOODEN STREET LAMP POST
 KU2938'NO. 23A AND 23 FEET EAST OF THE EAST CURB OF THE ENTRANCE
 KU2938'ROAD.
 KU2938'
 KU2938'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 KU2938'CARLE NO 3 1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KU2938'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 KU2938'GROUND.  IT IS 116.5 FEET SOUTH OF THE SOUTHEAST CORNER
 KU2938'OF THE MEADOWBROOK PARKWAY OVERPASS, 31.1 FEET EAST OF
 KU2938'THE CENTER OF GUINEA WOODS ROAD, 7.5 FEET SOUTH OF POWER
 KU2938'LINE POLE NO. 164 AND 1.8 FEET WEST OF THE WEST EDGE
 KU2938'OF A MACADAM SIDEWALK.
 KU2938'
 KU2938'TO REACH REFERENCE MARK 3 (AZIMUTH MARK) FROM THE
 KU2938'INTERSECTION OF GUINEA WOODS ROAD AND JERICHO TURNPIKE
 KU2938'(STATE HIGHWAY 25) WHICH IS ABOUT 0.1 MILE NORTHEAST
 KU2938'OF INTERCHANGE 31, GO SOUTH ON GUINEA WOODS ROAD FOR 0.1
 KU2938'MILE TO THE MARK ON THE LEFT.
 KU2938'
 KU2938'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KU2938
 KU2938                          STATION RECOVERY (1992)
 KU2938
 KU2938'RECOVERY NOTE BY US POWER SQUADRON 1992 (RH)
 KU2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0187 ***********************************************************************
 PJ0187  DESIGNATION -  CARLETON EAST
 PJ0187  PID         -  PJ0187
 PJ0187  STATE/COUNTY-  NY/JEFFERSON
 PJ0187  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0187
 PJ0187                         *CURRENT SURVEY CONTROL
 PJ0187  ___________________________________________________________________
 PJ0187* NAD 83(1996)-  44 11 05.28281(N)    076 16 08.96157(W)     ADJUSTED  
 PJ0187* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 PJ0187  ___________________________________________________________________
 PJ0187  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 PJ0187  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 PJ0187
 PJ0187  HORZ ORDER  -  THIRD
 PJ0187
 PJ0187.The horizontal coordinates were established by classical geodetic methods
 PJ0187.and adjusted by the National Geodetic Survey in January 1999..
 PJ0187
 PJ0187.The orthometric height was scaled from a topographic map.
 PJ0187
 PJ0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0187
 PJ0187.The geoid height was determined by GEOID03.
 PJ0187
 PJ0187;                    North         East     Units Scale Factor Converg.
 PJ0187;SPC NY C     -   464,846.251   275,119.056   MT  0.99994526   +0 13 08.3
 PJ0187;SPC NY C     - 1,525,083.08    902,619.77   sFT  0.99994526   +0 13 08.3
 PJ0187;UTM  18      - 4,893,181.683   398,562.661   MT  0.99972655   -0 53 04.7
 PJ0187
 PJ0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0187!SPC NY C     -   0.99999352  x   0.99994526  =   0.99993878
 PJ0187!UTM  18      -   0.99999352  x   0.99972655  =   0.99972008
 PJ0187
 PJ0187:                Primary Azimuth Mark                     Grid Az
 PJ0187:SPC NY C     -  BANFORD POINT LT                         044 16 36.1
 PJ0187:UTM  18      -  BANFORD POINT LT                         045 22 49.1
 PJ0187
 PJ0187|---------------------------------------------------------------------|
 PJ0187| PID    Reference Object                     Distance      Geod. Az  |
 PJ0187|                                                           dddmmss.s |
 PJ0187| PJ0181 BANFORD POINT LT                    APPROX. 3.5 KM 0442944.4 |
 PJ0187| PJ0288 LINDA IS CHANNEL LIGHT IBC          APPROX. 5.4 KM 0661856.3 |
 PJ0187| PJ0200 MILLEN BAY                          APPROX. 2.2 KM 1275544.0 |
 PJ0187|---------------------------------------------------------------------|
 PJ0187
 PJ0187                          SUPERSEDED SURVEY CONTROL
 PJ0187
 PJ0187  NAD 83(1986)-  44 11 05.28386(N)    076 16 08.95627(W) AD(       ) 3
 PJ0187
 PJ0187.Superseded values are not recommended for survey control.
 PJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0187.See file dsdata.txt to determine how the superseded data were derived.
 PJ0187
 PJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9856393182(NAD 83)
 PJ0187_MARKER: I = METAL ROD
 PJ0187_SETTING: 0 = UNSPECIFIED SETTING
 PJ0187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PJ0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0187
 PJ0187  HISTORY     - Date     Condition        Report By
 PJ0187  HISTORY     - 1985     MONUMENTED       NOS
 PJ0187
 PJ0187                          STATION DESCRIPTION
 PJ0187
 PJ0187'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0187'THE STATION IS LOCATED ON THE EAST END OF CARLETON ISLAND ON
 PJ0187'THE NORTHERN OF TWO POINTS ON ROCK LEDGE AT THE WATER LEVEL.
 PJ0187'
 PJ0187'TO REACH THE STATION FROM CAPE VINCENT, NEW YORK GO BY BOAT
 PJ0187'NORTHEASTERLY FOR APPROXIMATELY 5.5 MILES AROUND THE SOUTHERN
 PJ0187'SIDE OF CARLETON ISLAND AND THEN NORTHERLY TO THE EXTREME EAST
 PJ0187'END OF THE ISLAND AND THE AREA OF THE STATION NEAR THE WATERS
 PJ0187'EDGE.
 PJ0187'
 PJ0187'THE STATION IS A STAR DRILL DRIVEN INTO A CRACK IN THE
 PJ0187'ROCK LEDGE ABOUT 4 INCHES.  THE DRILL PROJECTS 6 INCHES ABOVE THE
 PJ0187'SURFACE.  THERE IS A LARGE OVERHANGING TREE JUST TO THE SOUTH
 PJ0187'OF THE STATION.
 PJ0187'
 PJ0187'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0187'
 PJ0187'DESCRIBED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0188 ***********************************************************************
 PJ0188  DESIGNATION -  CARLETON ISLAND LEADING LIGHT
 PJ0188  PID         -  PJ0188
 PJ0188  STATE/COUNTY-  NY/JEFFERSON
 PJ0188  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0188
 PJ0188                         *CURRENT SURVEY CONTROL
 PJ0188  ___________________________________________________________________
 PJ0188* NAD 83(1996)-  44 10 09.92885(N)    076 18 40.49390(W)     ADJUSTED  
 PJ0188* NAVD 88     -                                                        
 PJ0188  ___________________________________________________________________
 PJ0188  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PJ0188  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 PJ0188
 PJ0188  HORZ ORDER  -  THIRD
 PJ0188
 PJ0188.The horizontal coordinates were established by classical geodetic methods
 PJ0188.and adjusted by the National Geodetic Survey in January 1999..
 PJ0188
 PJ0188
 PJ0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0188
 PJ0188.The geoid height was determined by GEOID03.
 PJ0188
 PJ0188;                    North         East     Units Scale Factor Converg.
 PJ0188;SPC NY C     -   463,125.830   271,759.351   MT  0.99994332   +0 11 22.5
 PJ0188;SPC NY C     - 1,519,438.66    891,597.14   sFT  0.99994332   +0 11 22.5
 PJ0188;UTM  18      - 4,891,526.636   395,171.171   MT  0.99973515   -0 54 49.5
 PJ0188
 PJ0188                          SUPERSEDED SURVEY CONTROL
 PJ0188
 PJ0188  NAD 83(1986)-  44 10 09.93077(N)    076 18 40.48917(W) AD(       ) 4
 PJ0188
 PJ0188.Superseded values are not recommended for survey control.
 PJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0188.See file dsdata.txt to determine how the superseded data were derived.
 PJ0188
 PJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9517191527(NAD 83)
 PJ0188_MARKER: 14 = NAVIGATION LIGHT
 PJ0188
 PJ0188  HISTORY     - Date     Condition        Report By
 PJ0188  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0188
 PJ0188                          STATION DESCRIPTION
 PJ0188
 PJ0188'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0188'THE STATION IS LOCATED ON THE SOUTHWEST END OF CARLETON
 PJ0188'ISLAND ON THE ST LAWRENCE RIVER.
 PJ0188'
 PJ0188'THE STATION CAN BE REACHED BY BOAT FROM CAPE VINCENT.
 PJ0188'
 PJ0188'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 PJ0188'LIGHT ATOP THE SQUARE SKELETAL TOWER WHICH HAS A ORANGE
 PJ0188'TRIANGULAR DAYMARK WITH BLACK VERTICAL STRIPES.
 PJ0188'
 PJ0188'DESCRIBED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0189 ***********************************************************************
 PJ0189  DESIGNATION -  CARLETON NORTH
 PJ0189  PID         -  PJ0189
 PJ0189  STATE/COUNTY-  NY/JEFFERSON
 PJ0189  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0189
 PJ0189                         *CURRENT SURVEY CONTROL
 PJ0189  ___________________________________________________________________
 PJ0189* NAD 83(1996)-  44 11 23.87244(N)    076 17 11.15955(W)     ADJUSTED  
 PJ0189* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0189  ___________________________________________________________________
 PJ0189  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 PJ0189  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 PJ0189
 PJ0189  HORZ ORDER  -  THIRD
 PJ0189
 PJ0189.The horizontal coordinates were established by classical geodetic methods
 PJ0189.and adjusted by the National Geodetic Survey in January 1999..
 PJ0189
 PJ0189.The orthometric height was scaled from a topographic map.
 PJ0189
 PJ0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0189
 PJ0189.The geoid height was determined by GEOID03.
 PJ0189
 PJ0189;                    North         East     Units Scale Factor Converg.
 PJ0189;SPC NY C     -   465,414.860   273,735.638   MT  0.99994443   +0 12 25.0
 PJ0189;SPC NY C     - 1,526,948.59    898,081.01   sFT  0.99994443   +0 12 25.0
 PJ0189;UTM  18      - 4,893,776.704   397,190.749   MT  0.99972999   -0 53 48.4
 PJ0189
 PJ0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0189!SPC NY C     -   0.99999348  x   0.99994443  =   0.99993791
 PJ0189!UTM  18      -   0.99999348  x   0.99972999  =   0.99972347
 PJ0189
 PJ0189:                Primary Azimuth Mark                     Grid Az
 PJ0189:SPC NY C     -  BANFORD POINT LT                         063 04 50.5
 PJ0189:UTM  18      -  BANFORD POINT LT                         064 11 03.9
 PJ0189
 PJ0189|---------------------------------------------------------------------|
 PJ0189| PID    Reference Object                     Distance      Geod. Az  |
 PJ0189|                                                           dddmmss.s |
 PJ0189| PJ0181 BANFORD POINT LT                    APPROX. 4.3 KM 0631715.5 |
 PJ0189| PJ0199 IRVINE PT                           APPROX. 2.3 KM 3064118.5 |
 PJ0189|---------------------------------------------------------------------|
 PJ0189
 PJ0189                          SUPERSEDED SURVEY CONTROL
 PJ0189
 PJ0189  NAD 83(1986)-  44 11 23.87366(N)    076 17 11.15469(W) AD(       ) 3
 PJ0189
 PJ0189.Superseded values are not recommended for survey control.
 PJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0189.See file dsdata.txt to determine how the superseded data were derived.
 PJ0189
 PJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9719193777(NAD 83)
 PJ0189_MARKER: DD = SURVEY DISK
 PJ0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PJ0189_SP_SET: METAL PIPE AND CONCRETE SURROUND
 PJ0189_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PJ0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0189
 PJ0189  HISTORY     - Date     Condition        Report By
 PJ0189  HISTORY     - 1985     MONUMENTED       NOS
 PJ0189
 PJ0189                          STATION DESCRIPTION
 PJ0189
 PJ0189'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0189'THE STATION IS LOCATED 55 FEET SOUTH OF THE NORTHERN MOST
 PJ0189'POINT OF CARLETON ISLAND.
 PJ0189'
 PJ0189'TO REACH THE STATION FROM CAPE VINCENT, NEW YORK GO BY BOAT
 PJ0189'NORTH AND THEN NORTHEAST AROUND THE NORTH SIDE OF CARLETON
 PJ0189'ISLAND FOR APPROXIMATELY 5 MILES TO THE NORTHERN MOST POINT
 PJ0189'OF THE ISLAND AND THE AREA OF THE STATION.
 PJ0189'
 PJ0189'THE STATION IS A NOS ALUMINUM DISK ATTACHED TO A 42 INCH
 PJ0189'ALUMINUM ROD WHICH IS SET IN CONCRETE AND IS RECESSED 6 INCHES
 PJ0189'BELOW THE GROUND.  THE STATION IS STAMPED---CARLETON NORTH 1985
 PJ0189'---, AND IS LOCATED 58.7 METERS (192.7 FEET) NE FROM THE NE
 PJ0189'CORNER OF A CONCRETE FOUNDATION, 52 METERS (170.0 FEET) NORTH
 PJ0189'FROM A LARGE WHITISH ROCK, 31.65 METERS (103.85 FEET) EAST FROM
 PJ0189'A LARGE RED ROCK, AND 16.8 METERS (55.0 FEET) SW OF THE SHORELINE.
 PJ0189'
 PJ0189'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0189'
 PJ0189'DESCRIBED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0190 ***********************************************************************
 PJ0190  DESIGNATION -  CARLETON SOUTH
 PJ0190  PID         -  PJ0190
 PJ0190  STATE/COUNTY-  NY/JEFFERSON
 PJ0190  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0190
 PJ0190                         *CURRENT SURVEY CONTROL
 PJ0190  ___________________________________________________________________
 PJ0190* NAD 83(1996)-  44 10 16.48573(N)    076 17 18.73105(W)     ADJUSTED  
 PJ0190* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0190  ___________________________________________________________________
 PJ0190  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 PJ0190  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 PJ0190
 PJ0190  HORZ ORDER  -  THIRD
 PJ0190
 PJ0190.The horizontal coordinates were established by classical geodetic methods
 PJ0190.and adjusted by the National Geodetic Survey in January 1999..
 PJ0190
 PJ0190.The orthometric height was scaled from a topographic map.
 PJ0190
 PJ0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0190
 PJ0190.The geoid height was determined by GEOID03.
 PJ0190
 PJ0190;                    North         East     Units Scale Factor Converg.
 PJ0190;SPC NY C     -   463,334.460   273,574.956   MT  0.99994433   +0 12 19.5
 PJ0190;SPC NY C     - 1,520,123.14    897,553.83   sFT  0.99994433   +0 12 19.5
 PJ0190;UTM  18      - 4,891,700.230   396,990.073   MT  0.99973050   -0 53 52.6
 PJ0190
 PJ0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0190!SPC NY C     -   0.99999350  x   0.99994433  =   0.99993783
 PJ0190!UTM  18      -   0.99999350  x   0.99973050  =   0.99972400
 PJ0190
 PJ0190:                Primary Azimuth Mark                     Grid Az
 PJ0190:SPC NY C     -  BURNHAM PT                               112 23 58.7
 PJ0190:UTM  18      -  BURNHAM PT                               113 30 10.8
 PJ0190
 PJ0190|---------------------------------------------------------------------|
 PJ0190| PID    Reference Object                     Distance      Geod. Az  |
 PJ0190|                                                           dddmmss.s |
 PJ0190| PJ0184 BURNHAM PT                          APPROX. 2.1 KM 1123618.2 |
 PJ0190|---------------------------------------------------------------------|
 PJ0190
 PJ0190                          SUPERSEDED SURVEY CONTROL
 PJ0190
 PJ0190  NAD 83(1986)-  44 10 16.48892(N)    076 17 18.72566(W) AD(       ) 3
 PJ0190
 PJ0190.Superseded values are not recommended for survey control.
 PJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0190.See file dsdata.txt to determine how the superseded data were derived.
 PJ0190
 PJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9699091700(NAD 83)
 PJ0190_MARKER: DD = SURVEY DISK
 PJ0190_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0190_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PJ0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0190+STABILITY: POSITION/ELEVATION WELL
 PJ0190
 PJ0190  HISTORY     - Date     Condition        Report By
 PJ0190  HISTORY     - 1985     MONUMENTED       NOS
 PJ0190
 PJ0190                          STATION DESCRIPTION
 PJ0190
 PJ0190'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0190'THE STATION IS LOCATED APPROXIMATELY MIDWAY OF THE SOUTH SIDE
 PJ0190'OF CARLETON ISLAND IN THE ST LAWRENCE RIVER.
 PJ0190'
 PJ0190'TO REACH THE STATION FROM CAPE VINCENT HARBOR GO BY BOAT
 PJ0190'NORTHEASTERLY FOR APPROXIMATELY 3.8 MILES TO THE AREA OF
 PJ0190'THE SOUTH SIDE OF CARLETON ISLAND ABOUT MIDWAY AND THE
 PJ0190'STATION SET IN BEDROCK NEAR THE SHORELINE.
 PJ0190'
 PJ0190'THE STATION IS A 2 INCH BRONZE DISK SET IN CONCRETE IN A DRILL
 PJ0190'HOLE IN BEDROCK AND STAMPED---CARLETON SOUTH 1985---, FLUSH
 PJ0190'WITH THE SURFACE.  IT IS LOCATED 1.26 METERS (4.12 FEET) SOUTH
 PJ0190'FROM THE ONLY TREE IN THE AREA AND 1.7 METERS (5.7 FEET) NORTH
 PJ0190'FROM THE WATERS EDGE.
 PJ0190'
 PJ0190'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0190'
 PJ0190'DESCRIBED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0191 ***********************************************************************
 PJ0191  DESIGNATION -  CARLETON TOWER
 PJ0191  PID         -  PJ0191
 PJ0191  STATE/COUNTY-  NY/JEFFERSON
 PJ0191  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0191
 PJ0191                         *CURRENT SURVEY CONTROL
 PJ0191  ___________________________________________________________________
 PJ0191* NAD 83(1996)-  44 10 50.78883(N)    076 18 35.78417(W)     ADJUSTED  
 PJ0191* NAVD 88     -                                                        
 PJ0191  ___________________________________________________________________
 PJ0191  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 PJ0191  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PJ0191
 PJ0191  HORZ ORDER  -  THIRD
 PJ0191
 PJ0191.The horizontal coordinates were established by classical geodetic methods
 PJ0191.and adjusted by the National Geodetic Survey in January 1999..
 PJ0191
 PJ0191
 PJ0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0191
 PJ0191.The geoid height was determined by GEOID03.
 PJ0191
 PJ0191;                    North         East     Units Scale Factor Converg.
 PJ0191;SPC NY C     -   464,387.261   271,859.782   MT  0.99994337   +0 11 25.9
 PJ0191;SPC NY C     - 1,523,577.21    891,926.63   sFT  0.99994337   +0 11 25.9
 PJ0191;UTM  18      - 4,892,785.637   395,295.850   MT  0.99973483   -0 54 46.8
 PJ0191
 PJ0191                          SUPERSEDED SURVEY CONTROL
 PJ0191
 PJ0191  NAD 83(1986)-  44 10 50.79082(N)    076 18 35.77954(W) AD(       ) 4
 PJ0191
 PJ0191.Superseded values are not recommended for survey control.
 PJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0191.See file dsdata.txt to determine how the superseded data were derived.
 PJ0191
 PJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9529692786(NAD 83)
 PJ0191_MARKER: 55 = TOWER
 PJ0191
 PJ0191  HISTORY     - Date     Condition        Report By
 PJ0191  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0191
 PJ0191                          STATION DESCRIPTION
 PJ0191
 PJ0191'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0191'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF CARLETON
 PJ0191'ISLAND ON THE ST LAWRENCE RIVER.
 PJ0191'
 PJ0191'THE STATION CAN BE REACHED BY BOAT FROM CAPE VINCENT BUT
 PJ0191'SOME PACKING WOULD BE REQUIRED FROM THE SHORELINE TO THE
 PJ0191'STATION.
 PJ0191'
 PJ0191'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF
 PJ0191'THE OLD LIGHT HOLDER ATOP THE ABANDONED SKELETAL TOWER.
 PJ0191'
 PJ0191'DESCRIBED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0305 ***********************************************************************
 PJ0305  DESIGNATION -  CARLETON USLS 1874
 PJ0305  PID         -  PJ0305
 PJ0305  STATE/COUNTY-  NY/JEFFERSON
 PJ0305  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0305
 PJ0305                         *CURRENT SURVEY CONTROL
 PJ0305  ___________________________________________________________________
 PJ0305* NAD 83(1996)-  44 10 59.10554(N)    076 17 36.36299(W)     ADJUSTED  
 PJ0305* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 PJ0305  ___________________________________________________________________
 PJ0305  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 PJ0305  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PJ0305
 PJ0305  HORZ ORDER  -  SECOND
 PJ0305
 PJ0305.The horizontal coordinates were established by classical geodetic methods
 PJ0305.and adjusted by the National Geodetic Survey in January 1999..
 PJ0305
 PJ0305.The orthometric height was scaled from a topographic map.
 PJ0305
 PJ0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0305
 PJ0305.The geoid height was determined by GEOID03.
 PJ0305
 PJ0305;                    North         East     Units Scale Factor Converg.
 PJ0305;SPC NY C     -   464,648.466   273,178.643   MT  0.99994411   +0 12 07.4
 PJ0305;SPC NY C     - 1,524,434.18    896,253.60   sFT  0.99994411   +0 12 07.4
 PJ0305;UTM  18      - 4,893,021.343   396,619.218   MT  0.99973144   -0 54 05.6
 PJ0305
 PJ0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0305!SPC NY C     -   0.99998859  x   0.99994411  =   0.99993270
 PJ0305!UTM  18      -   0.99998859  x   0.99973144  =   0.99972003
 PJ0305
 PJ0305:                Primary Azimuth Mark                     Grid Az
 PJ0305:SPC NY C     -  CAPE VINCENT W BASE 1874                 196 17 04.6
 PJ0305:UTM  18      -  CAPE VINCENT W BASE 1874                 197 23 17.6
 PJ0305
 PJ0305|---------------------------------------------------------------------|
 PJ0305| PID    Reference Object                     Distance      Geod. Az  |
 PJ0305|                                                           dddmmss.s |
 PJ0305| PJ0310 CAPE VINCENT W BASE 1874            APPROX. 5.9 KM 1962912.0 |
 PJ0305|---------------------------------------------------------------------|
 PJ0305
 PJ0305                          SUPERSEDED SURVEY CONTROL
 PJ0305
 PJ0305  NAD 83(1986)-  44 10 59.10650(N)    076 17 36.35860(W) AD(       ) 2
 PJ0305  NAD 27      -  44 10 58.94200(N)    076 17 37.60800(W) AD(       ) 2
 PJ0305
 PJ0305.Superseded values are not recommended for survey control.
 PJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0305.See file dsdata.txt to determine how the superseded data were derived.
 PJ0305
 PJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9661993021(NAD 83)
 PJ0305
 PJ0305  HISTORY     - Date     Condition        Report By
 PJ0305  HISTORY     - 1874     MONUMENTED       USLS
 PJ0305
 PJ0305                          STATION DESCRIPTION
 PJ0305
 PJ0305'DESCRIBED BY US LAKE SURVEY 1874
 PJ0305'THIS STATION IS SITUATED ON CARLTON ISLAND, IN THE UPPER END OF
 PJ0305'THE SAINT LAWRENCE RIVER, ABOUT ONE HALF MILE FROM THE NORTH
 PJ0305'SHORE OF THE ISLAND, IN A PIECE OF OPEN WOODS ON A RIDGE ABOUT
 PJ0305'80 FEET ABOVE THE WATER.  THE HEIGHT OF STATION USED WAS 33
 PJ0305'FEET.  A TRIANGULAR HOLE ABOUT 1 INCH DEEP ON THE SOUTH SIDE
 PJ0305'OF A LARGE IRREGULARLY SHAPED HOLE CUT IN THE SOLID ROCK MARKS
 PJ0305'THE GEODETIC POINT.  A STONE POST 5-1/2 INCHES SQUARE, WITH A
 PJ0305'1-1/2-INCH TRIANGLE DRILLED IN THE CENTER, IS PLACED OVER THE
 PJ0305'GEODETIC POINT FOR A SURFACE MARK.  THE STATION IS REFERRED
 PJ0305'TO A BLAZE ON A PINE TREE BEARING SOUTH 70 DEG 28 MIN WEST,
 PJ0305'DISTANT 7.65 METERS, AND TO A BLAZE ON A STUMP BEARING
 PJ0305'SOUTH 42 DEG 32 MIN EAST, DISTANT 4.65 METERS FROM THE
 PJ0305'GEODETIC POINT.  AN EAST-AND-WEST RAIL FENCE IS SOUTH OF
 PJ0305'THE STATION 93 METERS.  THE HEIGHT OF GROUND AT THE STATION
 PJ0305'ABOVE THE SAINT LAWRENCE RIVER IS ABOUT 80 FEET.  (U.S.E.,
 PJ0305'PROFESSIONAL PAPERS, NO. 24).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0192 ***********************************************************************
 PJ0192  DESIGNATION -  CARLETON WEST
 PJ0192  PID         -  PJ0192
 PJ0192  STATE/COUNTY-  NY/JEFFERSON
 PJ0192  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0192
 PJ0192                         *CURRENT SURVEY CONTROL
 PJ0192  ___________________________________________________________________
 PJ0192* NAD 83(1996)-  44 10 52.27745(N)    076 18 37.36091(W)     ADJUSTED  
 PJ0192* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0192  ___________________________________________________________________
 PJ0192  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 PJ0192  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PJ0192
 PJ0192  HORZ ORDER  -  THIRD
 PJ0192
 PJ0192.The horizontal coordinates were established by classical geodetic methods
 PJ0192.and adjusted by the National Geodetic Survey in January 1999..
 PJ0192
 PJ0192.The orthometric height was scaled from a topographic map.
 PJ0192
 PJ0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0192
 PJ0192.The geoid height was determined by GEOID03.
 PJ0192
 PJ0192;                    North         East     Units Scale Factor Converg.
 PJ0192;SPC NY C     -   464,433.089   271,824.610   MT  0.99994336   +0 11 24.8
 PJ0192;SPC NY C     - 1,523,727.56    891,811.24   sFT  0.99994336   +0 11 24.8
 PJ0192;UTM  18      - 4,892,832.124   395,261.574   MT  0.99973492   -0 54 48.0
 PJ0192
 PJ0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0192!SPC NY C     -   0.99999347  x   0.99994336  =   0.99993683
 PJ0192!UTM  18      -   0.99999347  x   0.99973492  =   0.99972839
 PJ0192
 PJ0192:                Primary Azimuth Mark                     Grid Az
 PJ0192:SPC NY C     -  BAYFIELD ISLAND                          294 55 40.0
 PJ0192:UTM  18      -  BAYFIELD ISLAND                          296 01 52.8
 PJ0192
 PJ0192|---------------------------------------------------------------------|
 PJ0192| PID    Reference Object                     Distance      Geod. Az  |
 PJ0192|                                                           dddmmss.s |
 PJ0192| PJ0183 BAYFIELD ISLAND                     APPROX. 2.0 KM 2950704.8 |
 PJ0192| PJ0182 BAYFIELD IS SINGLE STA RNG LT       APPROX. 2.0 KM 3150938.5 |
 PJ0192|---------------------------------------------------------------------|
 PJ0192
 PJ0192                          SUPERSEDED SURVEY CONTROL
 PJ0192
 PJ0192  NAD 83(1986)-  44 10 52.27922(N)    076 18 37.35609(W) AD(       ) 3
 PJ0192
 PJ0192.Superseded values are not recommended for survey control.
 PJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0192.See file dsdata.txt to determine how the superseded data were derived.
 PJ0192
 PJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9526292832(NAD 83)
 PJ0192_MARKER: H = DRILL HOLE
 PJ0192_SETTING: 0 = UNSPECIFIED SETTING
 PJ0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0192
 PJ0192  HISTORY     - Date     Condition        Report By
 PJ0192  HISTORY     - 1985     MONUMENTED       NOS
 PJ0192
 PJ0192                          STATION DESCRIPTION
 PJ0192
 PJ0192'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0192'THE STATION IS AT THE NORTHWEST END OF CARLETON ISLAND
 PJ0192'ON THE REMAINS OF A STEEL AND CONCRETE PIER.
 PJ0192'
 PJ0192'THE STATION CAN BE REACHED BY BOAT FROM CAPE VINCENT BY
 PJ0192'GOING NORTH-NORTHEAST TO THE WESTERN END OF CARLETON
 PJ0192'ISLAND AND THE AREA OF THE PIER IN RUINS.
 PJ0192'
 PJ0192'THE STATION IS A THREE QUARTER INCH CHISLED HOLE IN CONCRETE.
 PJ0192'IT IS LOCATED 9.05 FEET NNE OF NORTHERN OF THE SE HOLES IN STEEL,
 PJ0192'9.05 FEET NNE OF NORTHERN OF THE SW HOLES IN STEEL, 1.45 FEET SE OF
 PJ0192'NW HOLE IN STEEL, AND 1.35 FEET SW OF NE HOLE IN STEEL.
 PJ0192'
 PJ0192'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0192'
 PJ0192'DESCRIBED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2031 ***********************************************************************
 NA2031  DESIGNATION -  CARLISLE EAST BASE
 NA2031  PID         -  NA2031
 NA2031  STATE/COUNTY-  NY/SCHOHARIE
 NA2031  USGS QUAD   -  CARLISLE (1943)
 NA2031
 NA2031                         *CURRENT SURVEY CONTROL
 NA2031  ___________________________________________________________________
 NA2031* NAD 83(1996)-  42 45 23.89932(N)    074 22 52.26336(W)     ADJUSTED  
 NA2031* NAVD 88     -       374.9    (meters)    1230.     (feet)  VERTCON   
 NA2031  ___________________________________________________________________
 NA2031  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NA2031  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 NA2031
 NA2031  HORZ ORDER  -  SECOND
 NA2031
 NA2031.The horizontal coordinates were established by classical geodetic methods
 NA2031.and adjusted by the National Geodetic Survey in January 1999..
 NA2031
 NA2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2031
 NA2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2031
 NA2031.The geoid height was determined by GEOID03.
 NA2031
 NA2031;                    North         East     Units Scale Factor Converg.
 NA2031;SPC NY E     -   435,646.396   159,725.526   MT  0.99990116   +0 04 50.4
 NA2031;SPC NY E     - 1,429,283.22    524,032.83   sFT  0.99990116   +0 04 50.4
 NA2031;UTM  18      - 4,733,976.160   550,637.332   MT  0.99963155   +0 25 12.4
 NA2031
 NA2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2031!SPC NY E     -   0.99994606  x   0.99990116  =   0.99984722
 NA2031!UTM  18      -   0.99994606  x   0.99963155  =   0.99957763
 NA2031
 NA2031|---------------------------------------------------------------------|
 NA2031| PID    Reference Object                     Distance      Geod. Az  |
 NA2031|                                                           dddmmss.s |
 NA2031| CZ7616 CARLISLE EAST BASE RM 1              32.153 METERS 14618     |
 NA2031| CZ7617 CARLISLE EAST BASE RM 2              32.824 METERS 25208     |
 NA2031| CZ7615 CARLISLE EAST BASE AZ MK                           2694436.7 |
 NA2031|---------------------------------------------------------------------|
 NA2031
 NA2031                          SUPERSEDED SURVEY CONTROL
 NA2031
 NA2031  NAD 83(1986)-  42 45 23.90306(N)    074 22 52.26419(W) AD(       ) 2
 NA2031  NAD 27      -  42 45 23.63343(N)    074 22 53.78505(W) AD(       ) 2
 NA2031  NGVD 29 (07/19/86)  375.0    (m)         1230.     (f) VERT ANG       
 NA2031
 NA2031.Superseded values are not recommended for survey control.
 NA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2031.See file dsdata.txt to determine how the superseded data were derived.
 NA2031
 NA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5063733976(NAD 83)
 NA2031_MARKER: DS = TRIANGULATION STATION DISK
 NA2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2031
 NA2031  HISTORY     - Date     Condition        Report By
 NA2031  HISTORY     - 1942     MONUMENTED       CGS
 NA2031  HISTORY     - 1975     GOOD             NGS
 NA2031
 NA2031                          STATION DESCRIPTION
 NA2031
 NA2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2031'STATION IS LOCATED ABOUT 3.25 MILES E OF CARLISLE AND 2.5 MILES
 NA2031'W OF SLOANSVILLE ON THE S SIDE OF U.S. HIGHWAY 20, IN THE V FORMED
 NA2031'BY THE OLD AND NEW HIGHWAYS.  THE MARK IS SET 213 FEET E OF THE
 NA2031'CENTER OF THE V INTERSECTION, 60 FEET S OF THE CENTER LINE OF
 NA2031'U.S. HIGHWAY 20, 36 FEET N OF THE OLD BLACK TOP HIGHWAY, AND
 NA2031'4.5 FEET W OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED
 NA2031'CARLISLE E-BASE 1942.
 NA2031'
 NA2031'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2031'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 NA2031'
 NA2031'REFERENCE MARK NO.1 IS SE OF THE STATION, DISTANCE - 105.49
 NA2031'FEET.  IT IS 34 FEET S OF THE CENTERLINE OF THE OLD BLACK TOP
 NA2031'HIGHWAY.  THE DISK IS STAMPED CARLISLE E-BASE NO.1 1942.
 NA2031'
 NA2031'REFERENCE MARK NO.2 IS WSW OF THE STATION, DISTANCE - 117.69
 NA2031'FEET.  IT IS 21 FEET S OF THE CENTER LINE OF THE OLD BLACK TOP
 NA2031'HIGHWAY.  THE DISK IS STAMPED CARLISLE E-BASE NO.2 1942.
 NA2031'
 NA2031'THE AZIMUTH MARK IS APPROXIMATELY 1.2 MILES W OF THE STATION,
 NA2031'75.8 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 20 ON A ROAD BANK
 NA2031'ABOUT 8 FEET HIGHER THAN THE HIGHWAY.  IT IS 15.9 FEET W OF A
 NA2031'DIM FARM ROAD INTO A FIELD AND 3.0 FEET S OF A STANDARD REFERENCE
 NA2031'POST.  THE DISK IS STAMPED CARLISLE E-BASE 1942.
 NA2031'
 NA2031'TO REACH THE STATION FROM THE POST OFFICE IN CARLISLE GO E ON
 NA2031'U.S. HIGHWAY FOR 2.05 MILES TO A FIELD ROAD RIGHT AND THE AZIMUTH
 NA2031'IN THE SW ANGLE, CONTINUE E ON U.S. HIGHWAY 20 FOR 1.15 MILES
 NA2031'TO A V FORMED BY THE INTERSECTION OF THE OLD AND NEW HIGHWAYS.
 NA2031'THE STATION IS APPROXIMATELY 213 FEET E OF THIS INTERSECTION.
 NA2031'
 NA2031'THE STATION MAY ALSO BE REACHED FROM THE E BY GOING W ON U.S.
 NA2031'HIGHWAY 20 FOR 2.6 MILES FROM SLOANSVILLE TO THE V INTERSECTION
 NA2031'AND STATION ON THE LEFT OR S SIDE OF THE HIGHWAY.
 NA2031'
 NA2031'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 NA2031
 NA2031                          STATION RECOVERY (1975)
 NA2031
 NA2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2031'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2031'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS BLOCKED
 NA2031'BY HIGHER GROUND FROM WEST-NORTHWEST TO NORTHEAST, BUT IS OPEN
 NA2031'IN ALL OTHER AREAS.  AZIMUTH MARK AND STATION OAK RIDGE 1942
 NA2031'ARE VISIBLE.
 NA2031'
 NA2031'STATION IS LOCATED ON A NARROW BANK THAT LIES BETWEEN U.S.
 NA2031'HIGHWAY 20 EAST-BOUND LANE AND A SECTION OF THE OLD HIGHWAY.  THIS
 NA2031'BANK IS ABOUT 6 FEET HIGHER THAN BOTH ROADS AT THE STATION.
 NA2031'STATION MARK IS A STANDARD DISK STAMPED CARLISLE E BASE 1942, SET
 NA2031'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 NA2031'PROJECTING 4 INCHES FROM GROUND.  IT IS 17 FEET SOUTH OF
 NA2031'EDGE OF EAST-BOUND LANE OF HIGHWAY, 27 FEET NORTH OF EDGE OF
 NA2031'THE OLD ROAD, 33.8 FEET EAST-SOUTHEAST OF A HIGHWAY 20 SIGN,
 NA2031'28.6 FEET WEST-NORTHWEST OF A LARGE ELM, 138 FEET EAST FROM
 NA2031'WEST TIP OF THE V-SHAPED BANK, AND 2 FEET SOUTH OF THE SOUTH
 NA2031'TRACK OF A TRACK ROAD ON THE BANK.
 NA2031'
 NA2031'RM NO. 1 IS A STANDARD DISK STAMPED CARLISLE E BASE NO 1 1942,
 NA2031'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NA2031'6 INCHES FROM GROUND.  IT IS 34.5 FEET SOUTH OF CENTER LINE OF
 NA2031'THE OLD ROAD, 22.7 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 56,
 NA2031'4 FEET SOUTH OF OLD STONE ROW, AND 6 FEET WEST OF A 2-TRUNKED
 NA2031'APPLE TREE.
 NA2031'
 NA2031'RM NO. 2 IS A STANDARD DISK STAMPED CARLISLE E BASE NO 2 1942,
 NA2031'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NA2031'5 INCHES FROM GROUND.  IT IS 26.8 FEET SOUTH OF CENTER LINE OF
 NA2031'THE OLD ROAD, 124.7 FEET EAST OF HIGHWAY MARKER 20-9518-1149, AND
 NA2031'55 FEET SOUTHEAST OF WEST END OF THE V-SHAPED BANK THE STATION IS
 NA2031'ON.
 NA2031'
 NA2031'AZIMUTH MARK IS A STANDARD DISK STAMPED CARLISLE E BASE 1942,
 NA2031'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NA2031'10 INCHES FROM GROUND.  IT IS LOCATED ON A GRASSY CUTBANK ALONG
 NA2031'SOUTH SIDE OF U.S. HIGHWAY 20, IN FRONT OF THE TENNESSEE GAS. CO.
 NA2031'PLANT.  49.2 FEET SOUTH OF CENTER LINE OF EAST-BOUND LANE OF THE
 NA2031'HIGHWAY, 30.8 FEET EAST OF POWER POLE NO. NM 340 041-NYT-1, 8.2
 NA2031'FEET EAST OF A LARGE, LONE MAPLE, AND 9.4 FEET WEST OF THE WEST
 NA2031'GATEPOST OF A CHAIN GATE ACROSS AN UNUSED TRACK ROAD THROUGH A
 NA2031'CUT IN THE BANK.
 NA2031'
 NA2031'TO REACH STATION FROM THE TRAFFIC LIGHT IN SLOANSVILLE, GO WEST
 NA2031'ON U.S. HIGHWAY 20 FOR 2.6 MILES TO TOP OF LONG GRADE, AND
 NA2031'STATION ON LEFT.
 NA2031'
 NA2031'THE AZIMUTH MARK IS 1.1 MILES ON WEST ALONG U.S. HIGHWAY 20
 NA2031'FROM THE STATION, AT TOP OF THE NEXT HILL WEST.
 NA2031'
 NA2031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2031'2-1/2 MILES WEST OF SLOANSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2032 ***********************************************************************
 NA2032  DESIGNATION -  CARLISLE WEST BASE
 NA2032  PID         -  NA2032
 NA2032  STATE/COUNTY-  NY/SCHOHARIE
 NA2032  USGS QUAD   -  CARLISLE (1943)
 NA2032
 NA2032                         *CURRENT SURVEY CONTROL
 NA2032  ___________________________________________________________________
 NA2032* NAD 83(1996)-  42 45 28.73993(N)    074 29 56.36261(W)     ADJUSTED  
 NA2032* NAVD 88     -       401.9    (meters)    1319.     (feet)  VERTCON   
 NA2032  ___________________________________________________________________
 NA2032  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NA2032  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 NA2032
 NA2032  HORZ ORDER  -  SECOND
 NA2032
 NA2032.The horizontal coordinates were established by classical geodetic methods
 NA2032.and adjusted by the National Geodetic Survey in January 1999..
 NA2032
 NA2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2032
 NA2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2032
 NA2032.The geoid height was determined by GEOID03.
 NA2032
 NA2032;                    North         East     Units Scale Factor Converg.
 NA2032;SPC NY E     -   435,788.906   150,082.702   MT  0.99990000   +0 00 02.5
 NA2032;SPC NY E     - 1,429,750.77    492,396.33   sFT  0.99990000   +0 00 02.5
 NA2032;UTM  18      - 4,734,061.515   540,996.480   MT  0.99962068   +0 20 24.5
 NA2032
 NA2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2032!SPC NY E     -   0.99994182  x   0.99990000  =   0.99984183
 NA2032!UTM  18      -   0.99994182  x   0.99962068  =   0.99956252
 NA2032
 NA2032|---------------------------------------------------------------------|
 NA2032| PID    Reference Object                     Distance      Geod. Az  |
 NA2032|                                                           dddmmss.s |
 NA2032| CZ7619 CARLISLE WEST BASE RM 1              39.270 METERS 08233     |
 NA2032| CZ7620 CARLISLE WEST BASE RM 2              98.555 METERS 26842     |
 NA2032| CZ7618 CARLISLE WEST BASE AZ MK                           2752744.8 |
 NA2032|---------------------------------------------------------------------|
 NA2032
 NA2032                          SUPERSEDED SURVEY CONTROL
 NA2032
 NA2032  NAD 83(1986)-  42 45 28.74370(N)    074 29 56.36339(W) AD(       ) 2
 NA2032  NAD 27      -  42 45 28.47431(N)    074 29 57.86931(W) AD(       ) 2
 NA2032  NGVD 29 (07/19/86)  402.0    (m)         1319.     (f) VERT ANG       
 NA2032
 NA2032.Superseded values are not recommended for survey control.
 NA2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2032.See file dsdata.txt to determine how the superseded data were derived.
 NA2032
 NA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN4099634062(NAD 83)
 NA2032_MARKER: DS = TRIANGULATION STATION DISK
 NA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2032_STAMPING: CARLISLE WEST BASE 1942
 NA2032_MARK LOGO: CGS   
 NA2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA2032+STABILITY: SURFACE MOTION
 NA2032
 NA2032  HISTORY     - Date     Condition        Report By
 NA2032  HISTORY     - 1942     MONUMENTED       CGS
 NA2032  HISTORY     - 1975     GOOD             NGS
 NA2032  HISTORY     - 19950215 GOOD             LOCENG
 NA2032
 NA2032                          STATION DESCRIPTION
 NA2032
 NA2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2032'STATION IS LOCATED AT THE VILLAGE OF LITTLE YORK, ABOUT 419 FEET
 NA2032'N OF U.S. HIGHWAY NO. 20 AND IN THE NW CORNER OF A SMALL FENCED-IN
 NA2032'FIELD.  THE MARK IS SET ON THE HIGHEST POINT OF AN E-W RIDGE
 NA2032'IN THE N-S WIRE FENCE LINE.  THE DISK IS 8.5 FEET ENE OF A
 NA2032'STANDARD REFERENCE POST AND IS STAMPED CARLISLE WEST BASE 1942.
 NA2032'
 NA2032'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2032'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 NA2032'
 NA2032'REFERENCE MARK NO.1 IS 128.84 FEET E OF THE STATION IN AN E-W
 NA2032'HEDGE ROW AND 1 FOOT S OF THE E-W WIRE FENCE LINE.  THE DISK IS
 NA2032'STAMPED CARLISLE WEST BASE NO.1 1942.
 NA2032'
 NA2032'REFERENCE MARK NO.2 IS 323.34 FEET W OF THE STATION IN A N-S
 NA2032'HEDGE ROW AT THE HIGHEST POINT OF THE E-W RIDGE.  THE DISK IS
 NA2032'STAMPED CARLISLE WEST BASE NO.2 1942.
 NA2032'
 NA2032'THE AZIMUTH MARK IS APPROXIMATELY 1.6 MILES W OF THE STATION,
 NA2032'37.7 FEET S OF THE CENTER LINE OF U.S. HIGHWAY NO. 20, 10
 NA2032'FEET E OF A STANDARD REFERENCE POST AND 3 FEET SE OF A CONCRETE
 NA2032'GUARD RAIL POST.  THE DISK IS STAMPED CARLISLE WEST BASE 1942.
 NA2032'
 NA2032'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ABOUT 419 FEET
 NA2032'TO U.S. HIGHWAY 20 TURN RIGHT AND GO W ON U.S. HIGHWAY 20 FOR
 NA2032'1.6 MILES TO THE AZIMUTH MARK ON THE LEFT OR S SIDE OF THE HIGHWAY.
 NA2032'
 NA2032'TO REACH THE STATION FROM THE E, GO W FROM A T-ROAD S DIRECTLY
 NA2032'S OF THE LITTLE YORK CHURCH FOR 0.1 MILE TO A FENCE CORNER ON
 NA2032'THE N SIDE OF U.S. HIGHWAY 20, TURN RIGHT AND FOLLOW ALONG
 NA2032'THE W SIDE OF THE FENCE LINE TO THE TOP OF A SMALL RIDGE AND
 NA2032'STATION.  TO REACH FROM THE W FROM THE JUNCTION OF STATE HIGHWAY
 NA2032'145 AND U.S. HIGHWAY 20, GO E ON U.S. HIGHWAY 20 FOR 1.85 MILES
 NA2032'TO A FENCE CORNER ON THE LEFT, THEN CONTINUE N TO THE TOP OF
 NA2032'THE SMALL RIDGE AND STATION AS DESCRIBED ABOVE.
 NA2032'
 NA2032'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 NA2032
 NA2032                          STATION RECOVERY (1975)
 NA2032
 NA2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2032'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2032'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS MOSTLY
 NA2032'OPEN TO SOUTH, WEST, AND NORTHERLY, BUT TREES BLOCK FROM NORTH
 NA2032'AROUND TO SOUTHEAST.  AZIMUTH MARK IS VISIBLE FROM STATION.
 NA2032'
 NA2032'STATION IS LOCATED ON A SMALL GRASSY RIDGE IN OPEN PASTURE LAND,
 NA2032'IN A NORTH-SOUTH BARBWIRE FENCE, ABOUT 125 YARDS NORTHWEST OF A
 NA2032'LARGE SHINGLED HOUSE, AT NORTH END OF A TREE AND BRUSH ROW WHICH
 NA2032'RUNS ALONG THE FENCE FROM THE HIGHWAY.  STATION MARK IS A STANDARD
 NA2032'DISK STAMPED CARLISLE WEST BASE 1942, SET IN THE TOP OF A
 NA2032'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NA2032'GROUND.  4 FEET NORTH OF THE FENCE CORNER POST, AND 185.7 FEET
 NA2032'SOUTH OF CENTER OF OLD CONCRETE WELL TOP.
 NA2032'
 NA2032'RM NO. 1 IS A STANDARD DISK STAMPED CARLISLE WEST BASE NO 1 1942,
 NA2032'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NA2032'2 INCHES FROM GROUND.  IT IS 11 FEET NORTH OF EAST-WEST BARBWIRE
 NA2032'FENCE, 24.4 FEET EAST OF A LONE 16-INCH OAK TREE AND IN A 4-FOOT
 NA2032'DIAMETER STONE PILE.
 NA2032'
 NA2032'RM NO. 2 IS A STANDARD DISK STAMPED CARLISLE WEST BASE NO 2 1942,
 NA2032'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 7
 NA2032'INCHES FROM GROUND.  IT IS IN AN OPEN GRASSY BREAK IN A NORTH-SOUTH
 NA2032'TREE ROW, 117 FEET NORTHWEST OF THE NORTH APPLE TREE OF 3.
 NA2032'
 NA2032'AZIMUTH MARK IS A STANDARD DISK STAMPED CARLISLE WEST BASE 1942,
 NA2032'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3
 NA2032'INCHES FROM GROUND.  26 FEET SOUTH OF THE CENTER LINE OF EAST-BOUND
 NA2032'LANE OF U.S. HIGHWAY 20, 54.3 FEET WEST OF HIGHWAY MARKER
 NA2032'20-9518-1073, AT EAST END OF A CUTBANK, 10 FEET NORTH OF EDGE OF
 NA2032'AN OLD ROCKY EXCAVATION 40 BY 70 FEET IN SIZE, 33.5 FEET NORTHWEST
 NA2032'OF POWER POLE 3421 NYT-10, 5 FEET SOUTH OF MACADAM DRAIN DITCH
 NA2032'AND 2 FEET WEST OF A METAL WITNESS POST.
 NA2032'
 NA2032'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 20 AND NY RTE.
 NA2032'145 AT SHARON, GO EAST ON U.S. HIGHWAY 20 FOR 0.1 MILE TO AZIMUTH
 NA2032'MARK ON RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 1.6 MILES TO
 NA2032'POWER POLE NYT-18 ON LEFT SIDE OF THE WEST-BOUND LANE.  GO
 NA2032'NORTHERLY ALONG EDGE OF FIELD ON LEFT SIDE OF BRUSH-ROW FOR ABOUT
 NA2032'140 YARDS TO TOP OF RIDGE AND STATION TO RIGHT.
 NA2032'
 NA2032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2032'1-3/4 MILES EAST OF SHARON.
 NA2032
 NA2032                          STATION RECOVERY (1995)
 NA2032
 NA2032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (RJN)
 NA2032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1238 ***********************************************************************
 NC1238  DESIGNATION -  CARLSEN
 NC1238  PID         -  NC1238
 NC1238  STATE/COUNTY-  NY/ERIE
 NC1238  USGS QUAD   -  SARDINIA (1957)
 NC1238
 NC1238                         *CURRENT SURVEY CONTROL
 NC1238  ___________________________________________________________________
 NC1238* NAD 83(1996)-  42 33 06.31786(N)    078 31 01.56413(W)     ADJUSTED  
 NC1238* NAVD 88     -       468.5    (meters)    1537.     (feet)  VERTCON   
 NC1238  ___________________________________________________________________
 NC1238  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 NC1238  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NC1238
 NC1238  HORZ ORDER  -  FIRST
 NC1238
 NC1238.The horizontal coordinates were established by classical geodetic methods
 NC1238.and adjusted by the National Geodetic Survey in January 1999..
 NC1238
 NC1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1238
 NC1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1238
 NC1238.The geoid height was determined by GEOID03.
 NC1238
 NC1238;                    North         East     Units Scale Factor Converg.
 NC1238;SPC NY W     -   283,380.456   355,439.388   MT  0.99993786   +0 02 41.2
 NC1238;SPC NY W     -   929,724.05  1,166,137.39   sFT  0.99993786   +0 02 41.2
 NC1238;UTM  17      - 4,714,027.798   703,847.421   MT  1.00011128   +1 40 46.7
 NC1238
 NC1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1238!SPC NY W     -   0.99993178  x   0.99993786  =   0.99986964
 NC1238!UTM  17      -   0.99993178  x   1.00011128  =   1.00004305
 NC1238
 NC1238:                Primary Azimuth Mark                     Grid Az
 NC1238:SPC NY W     -  CARLSEN RM 3                             077 21 56.3
 NC1238:UTM  17      -  CARLSEN RM 3                             075 43 50.8
 NC1238
 NC1238|---------------------------------------------------------------------|
 NC1238| PID    Reference Object                     Distance      Geod. Az  |
 NC1238|                                                           dddmmss.s |
 NC1238| CZ9820 CARLSEN RM 3                                       0772437.5 |
 NC1238| CZ9818 CARLSEN RM 1                          7.598 METERS 08743     |
 NC1238| CZ9819 CARLSEN RM 2                          8.829 METERS 26952     |
 NC1238|---------------------------------------------------------------------|
 NC1238
 NC1238                          SUPERSEDED SURVEY CONTROL
 NC1238
 NC1238  NAD 83(1986)-  42 33 06.32427(N)    078 31 01.56027(W) AD(       ) 1
 NC1238  NAD 27      -  42 33 06.10131(N)    078 31 02.48285(W) AD(       ) 1
 NC1238  NGVD 29 (07/19/86)  468.7    (m)         1538.     (f) VERT ANG       
 NC1238
 NC1238.Superseded values are not recommended for survey control.
 NC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1238.See file dsdata.txt to determine how the superseded data were derived.
 NC1238
 NC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0384714028(NAD 83)
 NC1238_MARKER: DS = TRIANGULATION STATION DISK
 NC1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1238
 NC1238  HISTORY     - Date     Condition        Report By
 NC1238  HISTORY     - 1973     MONUMENTED       NGS
 NC1238
 NC1238                          STATION DESCRIPTION
 NC1238
 NC1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1238'THE STATION IS LOCATED, 6 MILES SOUTH OF HOLLAND, 2-1/2 MILES
 NC1238'SOUTHWEST OF CHAFFEE, 1 MILE NORTHWEST OF SARDINIA AND ON
 NC1238'ROAD RIGHT OF WAY.
 NC1238'
 NC1238'TO REACH THE STATION FROM THE POST OFFICE IN SARDINIA, GO NORTH
 NC1238'ON SAVAGE ROAD FOR 0.75 MILE TO A CROSSROAD.  (TO REACH
 NC1238'REFERENCE MARK 3 FROM THIS POINT, CONTINUE NORTH ON SAVAGE
 NC1238'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.) TURN LEFT AND GO
 NC1238'WEST ON GENESEE ROAD FOR 0.45 MILE TO THE TOP OF A HILL AND THE
 NC1238'STATION ON THE RIGHT AS DESCRIBED.
 NC1238'
 NC1238'STATION MARK, STAMPED CARLSEN 1973 IS A STANDARD DISK SET IN
 NC1238'A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 70
 NC1238'FEET WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 30 FEET NORTH
 NC1238'OF THE CENTER OF GENESSEE ROAD AND 4 FEET SOUTH OF POWER POLE
 NC1238'NUMBER 282.
 NC1238'
 NC1238'REFERENCE MARK 1, STAMPED CARLSEN NO 1 1973 IS A STANDARD DISK
 NC1238'SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 NC1238'95 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE ROAD, 30.5
 NC1238'FEET NORTH OF THE CENTER OF GENESEE ROAD AND 25 FEET EAST OF
 NC1238'POWER POLE NUMBER 282.
 NC1238'
 NC1238'REFERENCE MARK 2, STAMPED CARLSEN NO 2 1973 IS A STANDARD DISK
 NC1238'SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 NC1238'40 FEET WEST OF THE CENTER OF THE FIELD ROAD ENTRANCE, 30 FEET
 NC1238'NORTH OF THE CENTER OF GENESEE ROAD AND 29 FEET WEST OF POWER
 NC1238'POLE NUMBER 282.
 NC1238'
 NC1238'REFERENCE MARK 3, STAMPED CARLSEN NO 3 1973 IS A STANDARD DISK
 NC1238'SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 NC1238'IS 20.5 FEET EAST OF THE CENTER OF SAVAGE ROAD, 3 FEET WEST OF
 NC1238'THE WEST EDGE OF A CULTIVATED FIELD AND 2.4 FEET SOUTH OF
 NC1238'POWER POLE NUMBER 19.
 NC1238'
 NC1238'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3829 ***********************************************************************
 LX3829  DESIGNATION -  CARMEL
 LX3829  PID         -  LX3829
 LX3829  STATE/COUNTY-  NY/WESTCHESTER
 LX3829  USGS QUAD   -  PEACH LAKE (1984)
 LX3829
 LX3829                         *CURRENT SURVEY CONTROL
 LX3829  ___________________________________________________________________
 LX3829* NAD 83(1996)-  41 16 47.91019(N)    073 34 52.55796(W)     ADJUSTED  
 LX3829* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LX3829  ___________________________________________________________________
 LX3829  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 LX3829  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3829
 LX3829  HORZ ORDER  -  FIRST
 LX3829
 LX3829.The horizontal coordinates were established by classical geodetic methods
 LX3829.and adjusted by the National Geodetic Survey in January 1999..
 LX3829
 LX3829.The orthometric height was scaled from a topographic map.
 LX3829
 LX3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3829
 LX3829.The geoid height was determined by GEOID03.
 LX3829
 LX3829;                    North         East     Units Scale Factor Converg.
 LX3829;SPC NY E     -   272,044.644   226,962.571   MT  0.99997287   +0 36 22.2
 LX3829;SPC NY E     -   892,533.14    744,626.37   sFT  0.99997287   +0 36 22.2
 LX3829;SPC CT       -   202,338.067   235,160.236   MT  0.99999289   -0 33 04.2
 LX3829;SPC CT       -   663,837.47    771,521.54   sFT  0.99999289   -0 33 04.2
 LX3829;UTM  18      - 4,570,808.288   618,812.966   MT  0.99977373   +0 56 10.0
 LX3829
 LX3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3829!SPC NY E     -   0.99997151  x   0.99997287  =   0.99994438
 LX3829!SPC CT       -   0.99997151  x   0.99999289  =   0.99996440
 LX3829!UTM  18      -   0.99997151  x   0.99977373  =   0.99974525
 LX3829
 LX3829|---------------------------------------------------------------------|
 LX3829| PID    Reference Object                     Distance      Geod. Az  |
 LX3829|                                                           dddmmss.s |
 LX3829| CB3767 CARMEL RM 1                          12.890 METERS 03040     |
 LX3829| LX3826 RIDGEFIELD WATER CO S SPIPE         APPROX. 4.8 KM 0854237.9 |
 LX3829| LX3874 BOUTONVILLE RM 3                    APPROX. 3.9 KM 1701102.4 |
 LX3829| CB3768 CARMEL RM 2                          14.850 METERS 27119     |
 LX3829|---------------------------------------------------------------------|
 LX3829
 LX3829                          SUPERSEDED SURVEY CONTROL
 LX3829
 LX3829  NAD 83(1996)-  41 16 47.91061(N)    073 34 52.55802(W) AD(       ) 1
 LX3829  NAD 83(1992)-  41 16 47.90994(N)    073 34 52.55783(W) AD(       ) 1
 LX3829  NAD 83(1986)-  41 16 47.91206(N)    073 34 52.55876(W) AD(       ) 1
 LX3829  NAD 27      -  41 16 47.56987(N)    073 34 54.10156(W) AD(       ) 1
 LX3829
 LX3829.Superseded values are not recommended for survey control.
 LX3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3829.See file dsdata.txt to determine how the superseded data were derived.
 LX3829
 LX3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1881370808(NAD 83)
 LX3829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3829
 LX3829  HISTORY     - Date     Condition        Report By
 LX3829  HISTORY     - 1966     MONUMENTED       CGS
 LX3829  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3829  HISTORY     - 1987     GOOD             USPSQD
 LX3829
 LX3829                          STATION DESCRIPTION
 LX3829
 LX3829'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3829'THE STATION IS LOCATED ABOUT 2.1 MILES NORTHEAST OF CROSS
 LX3829'RIVER, 1.5 MILES NORTHWEST OF SOUTH SALEM, 0.3 MILE NORTH OF
 LX3829'STATE HIGHWAY 124 AND 35 AND ON THE SUMMIT OF A HILL CLEAR OF
 LX3829'TREES AT THE SITE OF AN AVIATION AID TO NAVIGATION STATION,
 LX3829'VORTAC, CARMEL, CMK.
 LX3829'
 LX3829'TO REACH THE STATION FROM THE POST OFFICE IN CROSS RIVER, GO
 LX3829'IN AN EASTERLY DIRECTION ON STATE HIGHWAY 35 AND 124 FOR 1.7
 LX3829'MILES TO A SIDE ROAD LEFT, JUST PAST A SMALL LAKE ON THE
 LX3829'RIGHT.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO A PARKING LOT
 LX3829'IN BACK OF A NURSING HOME, PASS THROUGH THE PARKING LOT AND
 LX3829'KEEP LEFT ON THE ROAD FOR 0.1 MILE TO A LOCKED WOODEN GATE,
 LX3829'PASS THROUGH THE GATE AND CONTINUE UPHILL ON GRADED ROAD FOR
 LX3829'0.4 MILE TO THE ENTRANCE OF THE VORTAC, CARMEL, CMK AND THE
 LX3829'STATION AS DESCRIBED.
 LX3829'
 LX3829'THE STATION MARK IS A STANDARD DISK STAMPED CARMEL 1966, SET
 LX3829'IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 LX3829'FLUSH WITH THE GROUND.  IT IS 41.8 FEET SOUTHEAST OF THE
 LX3829'SOUTHWEST CORNER OF THE VORTAC BUILDING, 23.8 FEET SOUTH OF THE
 LX3829'SOUTHEAST CORNER OF THE BUILDING, 23 FEET WEST OF THE SOUTHEAST
 LX3829'CORNER OF WOODEN FENCE, 3 FEET SOUTH OF THE WOODEN FENCE AND
 LX3829'0.9 FOOT NORTHWEST OF A METAL WITNESS POST.
 LX3829'
 LX3829'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CARMEL NO 1
 LX3829'1966 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 LX3829'MONUMENT FLUSH WITH THE GROUND.  IT IS 33 FEET NORTH OF THE
 LX3829'SOUTHEAST CORNER OF THE FENCE, 31.6 FEET SOUTHEAST OF THE
 LX3829'NORTHEAST CORNER OF BUILDING, 23.6 FEET EAST-NORTHEAST OF THE
 LX3829'SOUTHEAST CORNER OF THE BUILDING, 20.2 FEET EAST OF THE EAST
 LX3829'EDGE OF BUILDING AND 1 FOOT WEST OF THE FENCE.
 LX3829'
 LX3829'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CARMEL NO 2
 LX3829'1966 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 LX3829'MONUMENT FLUSH WITH THE GROUND.  IT IS 26.6 FEET EAST OF THE
 LX3829'SOUTHWEST CORNER OF FENCE, 26.1 FEET SOUTHWEST OF THE SOUTHWEST
 LX3829'CORNER OF BUILDING AND 1 FOOT SOUTH OF THE FENCE.
 LX3829'
 LX3829'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX3829'
 LX3829'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LX3829
 LX3829                          STATION RECOVERY (1975)
 LX3829
 LX3829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3829'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1
 LX3829'APPEARS TO HAVE BEEN HIT BY MACHINERY.  VIEW FROM STATION IS
 LX3829'OPEN IN ALL DIRECTIONS EXCEPT WHERE THE VORTAC BUILDING
 LX3829'OBSTRUCTS IN THE NORTHERN QUADRANT.
 LX3829'
 LX3829'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX3829'
 LX3829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3829'2 MILES NORTHEAST OF CROSS RIVER.
 LX3829
 LX3829                          STATION RECOVERY (1987)
 LX3829
 LX3829'RECOVERY NOTE BY US POWER SQUADRON 1987 (JS)
 LX3829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3835 ***********************************************************************
 LX3835  DESIGNATION -  CARMEL AZ 1
 LX3835  PID         -  LX3835
 LX3835  STATE/COUNTY-  NY/WESTCHESTER
 LX3835  USGS QUAD   -  PEACH LAKE (1984)
 LX3835
 LX3835                         *CURRENT SURVEY CONTROL
 LX3835  ___________________________________________________________________
 LX3835* NAD 83(1996)-  41 15 50.00507(N)    073 34 00.13356(W)     ADJUSTED  
 LX3835* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 LX3835  ___________________________________________________________________
 LX3835  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 LX3835  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3835
 LX3835  HORZ ORDER  -  SECOND
 LX3835
 LX3835.The horizontal coordinates were established by classical geodetic methods
 LX3835.and adjusted by the National Geodetic Survey in January 1999..
 LX3835
 LX3835.The orthometric height was scaled from a topographic map.
 LX3835
 LX3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3835
 LX3835.The geoid height was determined by GEOID03.
 LX3835
 LX3835;                    North         East     Units Scale Factor Converg.
 LX3835;SPC NY E     -   270,271.441   228,201.670   MT  0.99997524   +0 36 56.0
 LX3835;SPC NY E     -   886,715.55    748,691.65   sFT  0.99997524   +0 36 56.0
 LX3835;UTM  18      - 4,569,042.598   620,062.006   MT  0.99977740   +0 56 43.5
 LX3835
 LX3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3835!SPC NY E     -   0.99998405  x   0.99997524  =   0.99995929
 LX3835!UTM  18      -   0.99998405  x   0.99977740  =   0.99976146
 LX3835
 LX3835                          SUPERSEDED SURVEY CONTROL
 LX3835
 LX3835  NAD 83(1996)-  41 15 50.00547(N)    073 34 00.13365(W) AD(       ) 2
 LX3835  NAD 83(1992)-  41 15 50.00479(N)    073 34 00.13347(W) AD(       ) 2
 LX3835  NAD 83(1986)-  41 15 50.00703(N)    073 34 00.13434(W) AD(       ) 2
 LX3835  NAD 27      -  41 15 49.66361(N)    073 34 01.67897(W) AD(       ) 2
 LX3835
 LX3835.Superseded values are not recommended for survey control.
 LX3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3835.See file dsdata.txt to determine how the superseded data were derived.
 LX3835
 LX3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2006269043(NAD 83)
 LX3835_MARKER: Z = SEE DESCRIPTION
 LX3835_SETTING: 0 = UNSPECIFIED SETTING
 LX3835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3835
 LX3835  HISTORY     - Date     Condition        Report By
 LX3835  HISTORY     - 1965     MONUMENTED       NY-119
 LX3835
 LX3835                          STATION DESCRIPTION
 LX3835
 LX3835'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX3835'POSITION DETERMINED BY TRAVERSE FROM STATION CARMEL 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2028 ***********************************************************************
 OF2028  DESIGNATION -  CARMELITE MONASTERY CH TOWER
 OF2028  PID         -  OF2028
 OF2028  STATE/COUNTY-  NY/MONROE
 OF2028  USGS QUAD   -  PITTSFORD (1978)
 OF2028
 OF2028                         *CURRENT SURVEY CONTROL
 OF2028  ___________________________________________________________________
 OF2028* NAD 83(1996)-  43 05 13.16879(N)    077 33 58.13660(W)     ADJUSTED  
 OF2028* NAVD 88     -                                                        
 OF2028  ___________________________________________________________________
 OF2028  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 OF2028  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OF2028
 OF2028  HORZ ORDER  -  THIRD
 OF2028
 OF2028.The horizontal coordinates were established by classical geodetic methods
 OF2028.and adjusted by the National Geodetic Survey in January 1999..
 OF2028
 OF2028
 OF2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2028
 OF2028.The geoid height was determined by GEOID03.
 OF2028
 OF2028;                    North         East     Units Scale Factor Converg.
 OF2028;SPC NY W     -   343,335.827   432,820.206   MT  1.00002185   +0 41 41.6
 OF2028;SPC NY W     - 1,126,427.63  1,420,010.96   sFT  1.00002185   +0 41 41.6
 OF2028;UTM  18      - 4,773,671.427   291,127.964   MT  1.00013673   -1 45 12.9
 OF2028
 OF2028                          SUPERSEDED SURVEY CONTROL
 OF2028
 OF2028  NAD 83(1986)-  43 05 13.17692(N)    077 33 58.13475(W) AD(       ) 4
 OF2028  NAD 27      -  43 05 12.95128(N)    077 33 59.13967(W) AD(       ) 3
 OF2028
 OF2028.Superseded values are not recommended for survey control.
 OF2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2028.See file dsdata.txt to determine how the superseded data were derived.
 OF2028
 OF2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9112873671(NAD 83)
 OF2028_MARKER: 55 = TOWER
 OF2028
 OF2028  HISTORY     - Date     Condition        Report By
 OF2028  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2028  HISTORY     - 1985     GOOD             USPSQD
 OF2028  HISTORY     - 19951228 GOOD             USPSQD
 OF2028  HISTORY     - 20020120 GOOD             USPSQD
 OF2028
 OF2028                          STATION DESCRIPTION
 OF2028
 OF2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2028'THE STATION, CARMELITE MONASTARY CHURCH BELL TOWER, IS THE TOP
 OF2028'CENTER OF THE BELL TOWER WHICH IS ABOUT 60 FEET IN HEIGHT.
 OF2028'
 OF2028'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF PITTSFORD AND 1
 OF2028'MILE WEST OF THE INTERSECTION OF CLOVER STREET (ST. HWY. 65) AND
 OF2028'JEFFERSON ROAD (ST. HWY. 252) ON THE SOUTH SIDE OF JEFFERSON ROAD.
 OF2028
 OF2028                          STATION RECOVERY (1985)
 OF2028
 OF2028'RECOVERY NOTE BY US POWER SQUADRON 1985 (RFH)
 OF2028'STATION FOUND GOOD.
 OF2028
 OF2028                          STATION RECOVERY (1995)
 OF2028
 OF2028'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2028'RECOVERED IN GOOD CONDITION.
 OF2028
 OF2028                          STATION RECOVERY (2002)
 OF2028
 OF2028'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1790 ***********************************************************************
 OE1790  DESIGNATION -  CAROGA
 OE1790  PID         -  OE1790
 OE1790  STATE/COUNTY-  NY/FULTON
 OE1790  USGS QUAD   -  CAROGA LAKE (1970)
 OE1790
 OE1790                         *CURRENT SURVEY CONTROL
 OE1790  ___________________________________________________________________
 OE1790* NAD 83(1996)-  43 09 14.97238(N)    074 27 20.48250(W)     ADJUSTED  
 OE1790* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 OE1790  ___________________________________________________________________
 OE1790  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 OE1790  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OE1790
 OE1790  HORZ ORDER  -  THIRD
 OE1790
 OE1790.The horizontal coordinates were established by classical geodetic methods
 OE1790.and adjusted by the National Geodetic Survey in January 1999..
 OE1790
 OE1790.The orthometric height was scaled from a topographic map.
 OE1790
 OE1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1790
 OE1790.The geoid height was determined by GEOID03.
 OE1790
 OE1790;                    North         East     Units Scale Factor Converg.
 OE1790;SPC NY E     -   479,797.359   153,603.708   MT  0.99990016   +0 01 49.1
 OE1790;SPC NY E     - 1,574,135.17    503,948.17   sFT  0.99990016   +0 01 49.1
 OE1790;UTM  18      - 4,778,077.900   544,254.813   MT  0.99962409   +0 22 20.3
 OE1790
 OE1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1790!SPC NY E     -   0.99992446  x   0.99990016  =   0.99982463
 OE1790!UTM  18      -   0.99992446  x   0.99962409  =   0.99954858
 OE1790
 OE1790:                Primary Azimuth Mark                     Grid Az
 OE1790:SPC NY E     -  CAROGA AZ MK                             075 41 28.2
 OE1790:UTM  18      -  CAROGA AZ MK                             075 20 57.0
 OE1790
 OE1790|---------------------------------------------------------------------|
 OE1790| PID    Reference Object                     Distance      Geod. Az  |
 OE1790|                                                           dddmmss.s |
 OE1790| CZ7621 CAROGA AZ MK                                       0754317.3 |
 OE1790| CZ7622 CAROGA RM 1                          18.949 METERS 16650     |
 OE1790| OE1811 ROYAL                               APPROX. 9.2 KM 2090751.3 |
 OE1790| CZ7623 CAROGA RM 2                          20.062 METERS 29733     |
 OE1790|---------------------------------------------------------------------|
 OE1790
 OE1790                          SUPERSEDED SURVEY CONTROL
 OE1790
 OE1790  NAD 83(1986)-  43 09 14.97616(N)    074 27 20.48253(W) AD(       ) 3
 OE1790  NAD 27      -  43 09 14.72110(N)    074 27 21.98051(W) AD(       ) 3
 OE1790
 OE1790.Superseded values are not recommended for survey control.
 OE1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1790.See file dsdata.txt to determine how the superseded data were derived.
 OE1790
 OE1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN4425578078(NAD 83)
 OE1790_MARKER: DS = TRIANGULATION STATION DISK
 OE1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1790
 OE1790  HISTORY     - Date     Condition        Report By
 OE1790  HISTORY     - 1942     MONUMENTED       CGS
 OE1790  HISTORY     - 1975     GOOD             NGS
 OE1790
 OE1790                          STATION DESCRIPTION
 OE1790
 OE1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1790'STATION IS LOCATED ABOUT 7 MILES N AND 5.75 MILES W OF GLOVERSVILLE,
 OE1790'20.0 FEET W OF A DIRT ROAD, 51.5 FEET NE OF THE NE CORNER OF THE
 OE1790'BARN, 2.0 FEET NE OF A STANDARD REFERENCE POST AND ON LAND OWNED
 OE1790'BY EDDIE SHUTTS.  THE DISK IS STAMPED CAROGA 1942.
 OE1790'
 OE1790'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1790'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 OE1790'
 OE1790'REFERENCE MARK NO.1 IS 62.17 FEET S OF THE STATION, 10.0 FEET
 OE1790'W OF THE CENTER LINE OF THE ROAD, 53.9 FEET E OF THE SE CORNER
 OE1790'OF THE BARN.  THE DISK IS STAMPED CAROGA NO.1 1942.
 OE1790'
 OE1790'REFERENCE MARK NO.2 IS 65.82 FEET W OF THE STATION AND 54.8 FEET N
 OE1790'OF THE NE CORNER OF THE BARN.  THE DISK IS STAMPED CAROGA NO.2 1942.
 OE1790'
 OE1790'AZIMUTH MARK IS ABOUT 0.3 MILE ENE OF THE STATION, 2.0 FEET W OF
 OE1790'A STANDARD REFERENCE POST AND ON THE W EDGE OF A YOUNG FOREST.  THE
 OE1790'DISK IS STAMPED CAROGA 1942.
 OE1790'
 OE1790'TO REACH AZIMUTH MARK FROM STATION GO E THROUGH GATE AND PASS
 OE1790'HOUSE ON THE N SIDE AND GO 0.25 MILE TO W EDGE OF WOODS AND AZIMUTH
 OE1790'MARK.
 OE1790'
 OE1790'TO REACH STATION FROM THE INTERSECTION OF N.Y. HIGHWAYS 148 AND
 OE1790'29A IN THE CENTER OF GLOVERSVILLE, GO NORTHWESTERLY ON HIGHWAY
 OE1790'29A 10.35 MILES TO SHERMANS RESORT ON THE N SHORE OF CAROGA LAKE,
 OE1790'CONTINUE ON HIGHWAY 29A 0.4 MILE TO A T-ROAD RIGHT, TURN RIGHT
 OE1790'ON HARD SURFACE ROAD AND GO 1.8 MILES TO CROSSROADS, TURN LEFT
 OE1790'ON DIRT ROAD AND GO 0.4 MILE TO BARN ON LEFT AND STATION.
 OE1790'
 OE1790'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE1790
 OE1790                          STATION RECOVERY (1975)
 OE1790
 OE1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1790'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  VIEW
 OE1790'FROM STATION IS BLOCKED IN ALL DIRECTIONS BY TREES.  AZIMUTH
 OE1790'MARK IS NOT VISIBLE FROM STATION, BEING BLOCKED BY 130 YARDS OF
 OE1790'DENSE TREES.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 OE1790'CHECKED.
 OE1790'
 OE1790'STATION IS LOCATED IN THE NORTHEAST CORNER OF A LARGE YARD, ON
 OE1790'EAST SIDE OF TRACK ROAD, AND ABOUT 200 YARDS WEST OF A YELLOW
 OE1790'HOUSE IN A MEADOW.  THE STATION MARK IS A STANDARD DISK STAMPED
 OE1790'CAROGA 1942, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 OE1790'PROJECTING 3 INCHES FROM GROUND.  IT IS 16 FEET WEST OF CENTER
 OE1790'LINE OF ROAD, 92 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 OE1790'OLD BARN AND 33 FEET NORTH OF A TWIN, 6-INCH APPLE TREE.
 OE1790'
 OE1790'RM NO. 1 IS A STANDARD DISK STAMPED CAROGA NO 1 1942, SET IN
 OE1790'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 OE1790'FROM GROUND.  IT IS 11 FEET EAST OF CENTER LINE OF THE ROAD, 28
 OE1790'FEET SOUTH-SOUTHEAST OF THE TWIN-TRUNKED APPLE TREE, AND 10
 OE1790'FEET NORTH OF OLD FARM ROAD GOING WEST.
 OE1790'
 OE1790'RM NO. 2 IS A STANDARD DISK STAMPED CAROGA NO 2 1942, SET IN
 OE1790'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 OE1790'FROM GROUND.  IT IS 9 FEET NORTH OF CENTER LINE OF DRIVEWAY TO
 OE1790'HOUSE, 69 FEET NORTH OF NORTHEAST CORNER OF THE BARN AND 90 FEET
 OE1790'NORTH-NORTHEAST OF NORTHWEST CORNER OF THE BARN.
 OE1790'
 OE1790'AZIMUTH MARK IS A STANDARD DISK STAMPED CAROGA 1942, SET IN THE
 OE1790'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 OE1790'FROM GROUND.  IT IS NOW LOCATED IN DENSE TIMBER, ABOUT 250 YARDS
 OE1790'EAST OF THE YELLOW HOUSE, 62 FEET SOUTH OF EXTREME EAST END OF A
 OE1790'LONG NARROW CLEARING IN TIMBER (THERE ARE 2 LARGE RUBBISH PILES
 OE1790'ON THE NORTH EDGE OF THIS CLEARING), 1.8 FEET NORTHWEST OF THE
 OE1790'OLD WOODEN WITNESS POST AND 2.5 FEET SOUTHEAST OF A NEW, METAL
 OE1790'WITNESS POST.
 OE1790'
 OE1790'TO REACH STATION FROM SHERMANS RESORT AND AMUSEMENT PARK IN
 OE1790'CAROGA, GO NORTH ON NY RTES. 29A 7 10 FOR 0.3 MILE.  TURN RIGHT
 OE1790'ON C.R. 112 AND GO EAST 1.8 MILES TO GRAVEL CROSSROAD.  TURN LEFT
 OE1790'AND GO NORTH 0.35 MILE TO STATION ON LEFT.
 OE1790'
 OE1790'TO REACH AZIMUTH MARK FROM STATION, GO EAST THROUGH GATE AND
 OE1790'ACROSS MEADOW FOR 0.1 MILE TO YELLOW HOUSE.  CONTINUE EAST IN
 OE1790'CLEARING, PAST EITHER SIDE OF HOUSE, FOR ABOUT 250 YARDS TO
 OE1790'EXTREME EAST END OF THE CLEARING, AND THE AZIMUTH MARK TO RIGHT,
 OE1790'IN TIMBER.  NOTE--THE LINE FROM STATION TO AZIMUTH MARK PASSES
 OE1790'A FEW FEET TO SOUTH SIDE OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7901 ***********************************************************************
 AA7901  CBN         -  This is a Cooperative Base Network Control Station.
 AA7901  DESIGNATION -  CAROGA
 AA7901  PID         -  AA7901
 AA7901  STATE/COUNTY-  NY/FULTON
 AA7901  USGS QUAD   -  CAROGA LAKE (1970)
 AA7901
 AA7901                         *CURRENT SURVEY CONTROL
 AA7901  ___________________________________________________________________
 AA7901* NAD 83(1996)-  43 09 16.44317(N)    074 29 09.10310(W)     ADJUSTED  
 AA7901* NAVD 88     -       491.3    (meters)    1612.     (feet)  GPS OBS   
 AA7901  ___________________________________________________________________
 AA7901  X           -   1,246,589.134 (meters)                     COMP
 AA7901  Y           -  -4,490,751.861 (meters)                     COMP
 AA7901  Z           -   4,340,359.874 (meters)                     COMP
 AA7901  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AA7901  ELLIP HEIGHT-         461.19  (meters)          (09/18/02) GPS OBS
 AA7901  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AA7901
 AA7901  HORZ ORDER  -  B
 AA7901  ELLP ORDER  -  FOURTH    CLASS II
 AA7901
 AA7901.The horizontal coordinates were established by GPS observations
 AA7901.and adjusted by the National Geodetic Survey in July 1997..
 AA7901
 AA7901.The orthometric height was determined by GPS observations and a
 AA7901.high-resolution geoid model.
 AA7901
 AA7901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7901
 AA7901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7901
 AA7901.The ellipsoidal height was determined by GPS observations
 AA7901.and is referenced to NAD 83.
 AA7901
 AA7901.The geoid height was determined by GEOID03.
 AA7901
 AA7901;                    North         East     Units Scale Factor Converg.
 AA7901;SPC NY E     -   479,841.887   151,149.820   MT  0.99990002   +0 00 34.8
 AA7901;SPC NY E     - 1,574,281.26    495,897.37   sFT  0.99990002   +0 00 34.8
 AA7901;UTM  18      - 4,778,107.772   541,801.383   MT  0.99962149   +0 21 06.0
 AA7901
 AA7901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7901!SPC NY E     -   0.99992768  x   0.99990002  =   0.99982771
 AA7901!UTM  18      -   0.99992768  x   0.99962149  =   0.99954920
 AA7901
 AA7901                          SUPERSEDED SURVEY CONTROL
 AA7901
 AA7901  ELLIP H (07/24/97)  461.15   (m)                       GP(       ) 1 1
 AA7901  NAD 83(1992)-  43 09 16.44178(N)    074 29 09.10226(W) AD(       ) B
 AA7901  ELLIP H (08/31/95)  461.10   (m)                       GP(       ) 1 1
 AA7901
 AA7901.Superseded values are not recommended for survey control.
 AA7901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7901.See file dsdata.txt to determine how the superseded data were derived.
 AA7901
 AA7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN4180178108(NAD 83)
 AA7901_MARKER: DD = SURVEY DISK
 AA7901_SETTING: 80 = SET IN A BOULDER
 AA7901_STAMPING: CAROGA CBN 1994
 AA7901_MARK LOGO: NYDT  
 AA7901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7901+STABILITY: SURFACE MOTION
 AA7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7901+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 AA7901
 AA7901  HISTORY     - Date     Condition        Report By
 AA7901  HISTORY     - 1994     MONUMENTED       NYDT
 AA7901  HISTORY     - 20010821 GOOD             NYDT
 AA7901
 AA7901                          STATION DESCRIPTION
 AA7901
 AA7901'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7901'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF CANADA LAKE,
 AA7901'ABOUT 20.1 KM (12.5 MI) NORTHWEST OF JOHNSTOWN, AND ABOUT 10.5 KM (6.5
 AA7901'MI) SOUTH OF THE HAMILTON/FULTON COUNTY LINE, IN A BOULDER ON THE NICK
 AA7901'STONER MUNICIPAL GOLF COURSE.
 AA7901' 
 AA7901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 SOUTH AND
 AA7901'29A ON THE SOUTHEAST EDGE OF THE VILLAGE OF CAROGA LAKE, GO NORTH ON
 AA7901'HIGHWAY 29A/10 FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF COUNTY ROUTE 111
 AA7901'ON THE LEFT, CONTINUE NORTH ON HIGHWAY 29A/10 FOR 1.3 KM (0.8 MI) TO
 AA7901'THE STATION ON THE RIGHT.
 AA7901' 
 AA7901'THE STATION IS A STANDARD DISK SET IN A BOULDER. IT IS 28.7 M (94.2
 AA7901'FT) SOUTH OF 50 CM MAPLE, 25.8 M (84.6 FT) SOUTHEAST OF POWER POLE NM
 AA7901'182/23, 32.4 M (106.3 FT) EAST OF THE CENTERLINE OF NY 29A/10, 18.9 M
 AA7901'(62.0 FT) EAST OF THE EAST EDGE OF THE "NICK STONER MUNICIPAL GOLF
 AA7901'COURSE" SIGN, AND 25.8 M (84.6 FT) NORTHEAST OF A TWIN APPLE TREE.
 AA7901
 AA7901                          STATION RECOVERY (2001)
 AA7901
 AA7901'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AA7901'RECOVERED AS DESCRIBED.
 AA7901'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3545 ***********************************************************************
 DH3545  DESIGNATION -  CARP
 DH3545  PID         -  DH3545
 DH3545  STATE/COUNTY-  NY/SCHOHARIE
 DH3545  USGS QUAD   -  GILBOA (1980)
 DH3545
 DH3545                         *CURRENT SURVEY CONTROL
 DH3545  ___________________________________________________________________
 DH3545* NAD 83(1986)-  42 27 28.     (N)    074 27 25.     (W)     SCALED    
 DH3545* NAVD 88     -       254.440  (meters)     834.78   (feet)  ADJUSTED  
 DH3545  ___________________________________________________________________
 DH3545  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DH3545  DYNAMIC HT  -         254.358 (meters)     834.51  (feet)  COMP
 DH3545  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 DH3545
 DH3545  VERT ORDER  -  SECOND    CLASS II
 DH3545
 DH3545.The horizontal coordinates were scaled from a topographic map and have
 DH3545.an estimated accuracy of +/- 6 seconds.
 DH3545
 DH3545.The orthometric height was determined by differential leveling
 DH3545.and adjusted by the National Geodetic Survey in June 2005..
 DH3545.No vertical observational check was made to the station.
 DH3545
 DH3545.The geoid height was determined by GEOID03.
 DH3545
 DH3545.The dynamic height is computed by dividing the NAVD 88
 DH3545.geopotential number by the normal gravity value computed on the
 DH3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3545.degrees latitude (g = 980.6199 gals.).
 DH3545
 DH3545.The modeled gravity was interpolated from observed gravity values.
 DH3545
 DH3545;                    North         East    Units  Estimated Accuracy
 DH3545;SPC NY E     -   402,450.      153,540.      MT  (+/- 180 meters Scaled)
 DH3545
 DH3545                          SUPERSEDED SURVEY CONTROL
 DH3545
 DH3545.No superseded survey control is available for this station.
 DH3545
 DH3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN446007(NAD 83)
 DH3545_MARKER: DD = SURVEY DISK
 DH3545_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3545_STAMPING: CARP
 DH3545_MARK LOGO: NYNPA 
 DH3545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3545+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 DH3545
 DH3545  HISTORY     - Date     Condition        Report By
 DH3545  HISTORY     - 20041208 MONUMENTED       TVGA
 DH3545  HISTORY     - 20041208 GOOD             TVGA
 DH3545
 DH3545                          STATION DESCRIPTION
 DH3545
 DH3545'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (JHD)
 DH3545'TO REACH FROM THE STEEL BRIDGE ON ROUTE 30 IN NORTH BLENHEIM GO SOUTH
 DH3545'ON ROUTE 30 FOR  1.00 MILES TO A ROAD ON THE LEFT LEADING TO GILBOA
 DH3545'DAM, TURN LEFT AND GO  1 MILE TO A STONE   DRIVE ON THE LEFT, FOLLOW
 DH3545'DRIVE TO THE RIVER AND THE STATION ON THE LEFT. THE STATION IS  A
 DH3545'BRASS DISK SET IN A CONCRETE POST STAMPED CARP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0929 ***********************************************************************
 NC0929  DESIGNATION -  CARPENTER RESET
 NC0929  PID         -  NC0929
 NC0929  STATE/COUNTY-  NY/WYOMING
 NC0929  USGS QUAD   -  JOHNSONBURG (1966)
 NC0929
 NC0929                         *CURRENT SURVEY CONTROL
 NC0929  ___________________________________________________________________
 NC0929* NAD 83(1996)-  42 40 19.86365(N)    078 15 19.58570(W)     ADJUSTED  
 NC0929* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 NC0929  ___________________________________________________________________
 NC0929  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 NC0929  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NC0929
 NC0929  HORZ ORDER  -  SECOND
 NC0929
 NC0929.The horizontal coordinates were established by classical geodetic methods
 NC0929.and adjusted by the National Geodetic Survey in January 1999..
 NC0929
 NC0929.The orthometric height was scaled from a topographic map.
 NC0929
 NC0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0929
 NC0929.The geoid height was determined by GEOID03.
 NC0929
 NC0929;                    North         East     Units Scale Factor Converg.
 NC0929;SPC NY W     -   296,807.541   376,876.730   MT  0.99994638   +0 13 20.1
 NC0929;SPC NY W     -   973,776.07  1,236,469.74   sFT  0.99994638   +0 13 20.1
 NC0929;UTM  17      - 4,728,064.898   724,897.210   MT  1.00022231   +1 51 39.8
 NC0929
 NC0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0929!SPC NY W     -   0.99990458  x   0.99994638  =   0.99985097
 NC0929!UTM  17      -   0.99990458  x   1.00022231  =   1.00012687
 NC0929
 NC0929:                Primary Azimuth Mark                     Grid Az
 NC0929:SPC NY W     -  CARPENTER AZ MK                          020 13 36.9
 NC0929:UTM  17      -  CARPENTER AZ MK                          018 35 17.2
 NC0929
 NC0929|---------------------------------------------------------------------|
 NC0929| PID    Reference Object                     Distance      Geod. Az  |
 NC0929|                                                           dddmmss.s |
 NC0929| CZ9821 CARPENTER AZ MK                                    0202657.0 |
 NC0929| CZ9822 CARPENTER RM 1                       20.934 METERS 21749     |
 NC0929| CZ9823 CARPENTER RM 2                       17.712 METERS 29943     |
 NC0929|---------------------------------------------------------------------|
 NC0929
 NC0929                          SUPERSEDED SURVEY CONTROL
 NC0929
 NC0929  NAD 83(1986)-  42 40 19.87057(N)    078 15 19.58194(W) AD(       ) 2
 NC0929  NAD 27      -  42 40 19.65287(N)    078 15 20.53354(W) AD(       ) 2
 NC0929
 NC0929.Superseded values are not recommended for survey control.
 NC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0929.See file dsdata.txt to determine how the superseded data were derived.
 NC0929
 NC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2489728065(NAD 83)
 NC0929_MARKER: DD = SURVEY DISK
 NC0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC0929
 NC0929  HISTORY     - Date     Condition        Report By
 NC0929  HISTORY     - 1939     MONUMENTED       USGS
 NC0929  HISTORY     - 1950     GOOD             CGS
 NC0929  HISTORY     - 1974     GOOD             NGS
 NC0929
 NC0929                          STATION DESCRIPTION
 NC0929
 NC0929'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (PLB)
 NC0929'STATION IS LOCATED ON THE SHARP KNOLL ON THE ROLLING HIGHLAND
 NC0929'TRAVERSED BY THE WETHERSFIELD-ORANGEVILLE ROAD.  ABOUT 8 MILES
 NC0929'SOUTHWEST OF WARSAW, 9-1/2 MILES NORTHWEST OF PIKE ON THE
 NC0929'PROPERTY OF J.B. CARPENTER.  THE KNOLL IS TIMBERED TO THE WEST
 NC0929'AND COVERED WITH GRASS, EXCEPT ON THE SUMMIT WHICH IS ROCKY AND
 NC0929'BARE.  THE ORIGINAL USGS DISK WAS REMOVED FROM THE LIMESTONE
 NC0929'POST AND RESET IN A CYLINDER OF CONCRETE.  THERE IS NO
 NC0929'UNDERGROUND MARK.
 NC0929'
 NC0929'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 NC0929'CONCRETE.
 NC0929'
 NC0929'REFERENCE MARK NO.1 IS 20 FEET NORTH OF A CLUMP OF SMALL TREES
 NC0929'AND 1 METER LOWER THAN THE STATION.  IT PROJECTS 6 INCHES
 NC0929'ABOVE THE SURFACE.
 NC0929'
 NC0929'REFERENCE MARK NO.2 IS ABOUT 2 METERS LOWER THAN STATION AND
 NC0929'PROJECTS 6 INCHES ABOVE THE SURFACE.
 NC0929'
 NC0929'THE AZIMUTH MARK IS 6 PACES EAST OF THE CENTER LINE OF A
 NC0929'NORTH-SOUTH ROAD AND 18 PACES EAST-SOUTHEAST OF A WHITE
 NC0929'SCHOOLHOUSE ON THE WEST SIDE OF THE ROAD (SCHOOL NO. 6).
 NC0929'
 NC0929'A 4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED U.S.
 NC0929'TRIANGULATION WAS SET AT STATION.
 NC0929'
 NC0929'TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS NOS. 19 AND
 NC0929'20A IN WARSAW, GO WEST ON NO. 20A FOR 6.0 MILES TO A TARVIA
 NC0929'ROAD LEADING SOUTH AT THE AUTO REST TOURIST CAMP.  TURN SOUTH
 NC0929'AND GO 5.2 MILES TO A CROSS ROAD AND AN OLD BARN IN THE SOUTHEAST
 NC0929'CORNER.  TURN WEST AND GO 0.2 MILE, THEN BEAR SOUTH ACROSS
 NC0929'FIELD FOR 0.1 MILE TO TOP OF KNOLL AND STATION.
 NC0929'
 NC0929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NC0929
 NC0929                          STATION RECOVERY (1950)
 NC0929
 NC0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GH)
 NC0929'LETTER OF MR. GEO. HARTNELL, WYOMING, N.Y., DATED 9/26/50--
 NC0929'
 NC0929'THE MARKS ARE ALL IN GOOD CONDITION.  THE AZIMUTH MARK SHOULD
 NC0929'BE DESCRIBED AS FOLLOWS--
 NC0929'
 NC0929'THE AZIMUTH MARK IS 6 PACES (18 FEET) E OF THE CENTER OF THE
 NC0929'N-S HIGHWAY (ALLEGHANY ROAD), IN LINE WITH THE DOORWAY OF A
 NC0929'WHITE SCHOOLHOUSE (ON W SIDE OF ROAD), AND THENCE S 12 PACES
 NC0929'(36 FEET) ALONG BOUNDARY OF SAID ROAD.  THE MARK IS SET IN A
 NC0929'CONCRETE POST 10 BY 10 INCHES AND PROJECTS 4 INCHES ABOVE THE
 NC0929'SURFACE OF THE GROUND.
 NC0929
 NC0929                          STATION RECOVERY (1974)
 NC0929
 NC0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NC0929'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NC0929'CONDITION.  AZIMUTH MARK WAS NOT FOUND.  THE ROAD HERE HAS BEEN
 NC0929'WIDENED AND IMPROVED AND THE MARK IS BELIEVED TO BE DESTROYED
 NC0929'OR COVERED.  VIEW FROM STATION IS BLOCKED BY TIMBER, EXCEPT FOR
 NC0929'A SMALL GAP TO NORTHEAST.  DISTANCE AND ANGLES TO REFERENCE
 NC0929'MARKS WERE NOT CHECKED.
 NC0929'
 NC0929'STATION IS LOCATED ON A TIMBERED HILL ON WHICH THERE IS A
 NC0929'TRANSMITTER TOWER AND A 14 X 16-FOOT CONCRETE BUILDING.  STATION
 NC0929'MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK STAMPED NEW YORK
 NC0929'1939, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 NC0929'GROUND.  IT IS 74 FEET WEST OF THE TRANSMITTER TOWER, 55 FEET
 NC0929'EAST-SOUTHEAST OF THE WEST GUY-CABLE ANCHOR, AND 12 FEET SOUTH
 NC0929'OF LINE OF THIS GUY-CABLE.
 NC0929'
 NC0929'RM NO. 1 IS A STANDARD DISK STAMPED CARPENTER NO 1 1939, SET IN THE
 NC0929'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.
 NC0929'
 NC0929'RM NO. 2 IS A STANDARD DISK STAMPED CARPENTER NO 2 1939, SET
 NC0929'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 NC0929'FROM GROUND.  IT IS 25 FEET NORTH OF LINE OF THE WEST GUY-CABLE
 NC0929'AND 6 FEET EAST OF RANGE OF THE GUY-CABLE ANCHOR, SET IN THE
 NC0929'NORTHWEST CORNER OF THE CLEARING.
 NC0929'
 NC0929'TO REACH STATION FROM MAIN INTERSECTION IN WARSAW, GO WEST ON
 NC0929'U.S. HIGHWAY 20A FOR 6.0 MILES TO CROSSROAD.  TURN LEFT AND GO
 NC0929'SOUTH ON THE ORANGEVILLE CTR. POPLARTREE ROAD FOR 5.2 MILES
 NC0929'TO CROSSROAD.  TURN RIGHT AND GO WEST ON DEVINNEY ROAD FOR 0.3
 NC0929'MILE TO A DRIVEWAY ON THE LEFT, 375 FEET WEST FROM HIGH POINT
 NC0929'OF THE ROAD.  TAKE DRIVEWAY SOUTH FOR 0.1 MILE TO STATION AT
 NC0929'TRANSMITTER TOWER.
 NC0929'
 NC0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0929'8 MILES SOUTHWEST OF WARSAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0281 ***********************************************************************
 OE0281  DESIGNATION -  CARPET CITY A
 OE0281  PID         -  OE0281
 OE0281  STATE/COUNTY-  NY/FULTON
 OE0281  USGS QUAD   -  BROADALBIN (1970)
 OE0281
 OE0281                         *CURRENT SURVEY CONTROL
 OE0281  ___________________________________________________________________
 OE0281* NAD 83(1996)-  43 01 28.79504(N)    074 10 26.58051(W)     ADJUSTED  
 OE0281* NAVD 88     -       271.179  (meters)     889.69   (feet)  ADJUSTED  
 OE0281  ___________________________________________________________________
 OE0281  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OE0281  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OE0281  DYNAMIC HT  -         271.107 (meters)     889.46  (feet)  COMP
 OE0281  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 OE0281
 OE0281  HORZ ORDER  -  SECOND
 OE0281  VERT ORDER  -  SECOND    CLASS 0
 OE0281
 OE0281.The horizontal coordinates were established by classical geodetic methods
 OE0281.and adjusted by the National Geodetic Survey in January 1999..
 OE0281
 OE0281.The orthometric height was determined by differential leveling
 OE0281.and adjusted by the National Geodetic Survey in June 1991..
 OE0281
 OE0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE0281
 OE0281.The geoid height was determined by GEOID03.
 OE0281
 OE0281.The dynamic height is computed by dividing the NAVD 88
 OE0281.geopotential number by the normal gravity value computed on the
 OE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0281.degrees latitude (g = 980.6199 gals.).
 OE0281
 OE0281.The modeled gravity was interpolated from observed gravity values.
 OE0281
 OE0281;                    North         East     Units Scale Factor Converg.
 OE0281;SPC NY E     -   465,463.367   176,564.987   MT  0.99990868   +0 13 20.6
 OE0281;SPC NY E     - 1,527,107.73    579,280.29   sFT  0.99990868   +0 13 20.6
 OE0281;UTM  18      - 4,763,884.806   567,295.041   MT  0.99965571   +0 33 48.9
 OE0281
 OE0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE0281!SPC NY E     -   0.99996228  x   0.99990868  =   0.99987096
 OE0281!UTM  18      -   0.99996228  x   0.99965571  =   0.99961800
 OE0281
 OE0281                          SUPERSEDED SURVEY CONTROL
 OE0281
 OE0281  NAD 83(1986)-  43 01 28.79951(N)    074 10 26.58055(W) AD(       ) 2
 OE0281  NAD 27      -  43 01 28.53266(N)    074 10 28.10674(W) AD(       ) 2
 OE0281  NGVD 29 (??/??/92)  271.328  (m)          890.18   (f) ADJ UNCH    2 0
 OE0281
 OE0281.Superseded values are not recommended for survey control.
 OE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0281.See file dsdata.txt to determine how the superseded data were derived.
 OE0281
 OE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6729563885(NAD 83)
 OE0281_MARKER: DB = BENCH MARK DISK
 OE0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0281_STAMPING: CARPET CITY A 1942
 OE0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0281+STABILITY: SURFACE MOTION
 OE0281
 OE0281  HISTORY     - Date     Condition        Report By
 OE0281  HISTORY     - 1942     MONUMENTED       CGS
 OE0281  HISTORY     - 1942     GOOD             CGS
 OE0281  HISTORY     - 1977     MARK NOT FOUND   NYDT
 OE0281  HISTORY     - 20050602 MARK NOT FOUND   USPSQD
 OE0281
 OE0281                          STATION DESCRIPTION
 OE0281
 OE0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE0281'STATION IS LOCATED ABOUT 1.2 MILES E OF PERTH AND 6 MILES NNE OF
 OE0281'AMSTERDAM, AT THE SITE OF THE PERTH AIRPORT, 19.53 FEET E OF
 OE0281'TRIANGULATION STATION DALBIN, 36.3 FEET NW OF THE SW CORNER OF
 OE0281'THE OFFICE BUILDING.  THE DISK IS STAMPED CARPET B.M. A 1942.
 OE0281'
 OE0281'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 OE0281'N.Y. ROUTE 30 AND A HARD SURFACED ROAD IN THE VILLAGE OF PERTH
 OE0281'GO E 1.15 MILES ON HARD SURFACED ROAD TO CROSSROADS, TURN LEFT
 OE0281'AND GO 0.05 MILE TO PERTH AIRPORT AND STATION.
 OE0281
 OE0281                          STATION RECOVERY (1942)
 OE0281
 OE0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OE0281'4.9 MI SE FROM BROADALBIN.
 OE0281'3.8 MILES SOUTH ALONG STATE HIGHWAY NO. 30 FROM THE POST OFFICE AT
 OE0281'BROADALBIN, THENCE 1.1 MILES NORTHEAST ALONG THE COUNTY ROAD, AT THE
 OE0281'CARPET CITY AIRPORT, 152 FEET WEST OF THE CENTER-LINE OF THE ROAD THAT
 OE0281'PARALLELS THE EAST SIDE OF FIELD, 23 FEET SOUTHWEST OF THE NORTHWEST
 OE0281'CORNER OF THE OFFICE BUILDING, 0.8 FOOT EAST OF REFERENCE POST. BENCH
 OE0281'MARK DISK SET IN TOP OF CONCRETE POST.
 OE0281
 OE0281                          STATION RECOVERY (1977)
 OE0281
 OE0281'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0281'MARK NOT FOUND.
 OE0281
 OE0281                          STATION RECOVERY (2005)
 OE0281
 OE0281'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0866 ***********************************************************************
 LY0866  DESIGNATION -  CARR
 LY0866  PID         -  LY0866
 LY0866  STATE/COUNTY-  NY/ORANGE
 LY0866  USGS QUAD   -  UNIONVILLE (1969)
 LY0866
 LY0866                         *CURRENT SURVEY CONTROL
 LY0866  ___________________________________________________________________
 LY0866* NAD 83(1996)-  41 22 07.00138(N)    074 30 19.37503(W)     ADJUSTED  
 LY0866* NAVD 88     -       161.441  (meters)     529.66   (feet)  ADJUSTED  
 LY0866  ___________________________________________________________________
 LY0866  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LY0866  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0866  DYNAMIC HT  -         161.376 (meters)     529.45  (feet)  COMP
 LY0866  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 LY0866
 LY0866  HORZ ORDER  -  THIRD
 LY0866  VERT ORDER  -  SECOND    CLASS 0
 LY0866
 LY0866.The horizontal coordinates were established by classical geodetic methods
 LY0866.and adjusted by the National Geodetic Survey in January 1999..
 LY0866
 LY0866.The orthometric height was determined by differential leveling
 LY0866.and adjusted by the National Geodetic Survey in June 1991..
 LY0866
 LY0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0866
 LY0866.The geoid height was determined by GEOID03.
 LY0866
 LY0866.The dynamic height is computed by dividing the NAVD 88
 LY0866.geopotential number by the normal gravity value computed on the
 LY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0866.degrees latitude (g = 980.6199 gals.).
 LY0866
 LY0866.The modeled gravity was interpolated from observed gravity values.
 LY0866
 LY0866;                    North         East     Units Scale Factor Converg.
 LY0866;SPC NY E     -   281,480.546   149,549.766   MT  0.99990000   -0 00 12.8
 LY0866;SPC NY E     -   923,490.76    490,647.86   sFT  0.99990000   -0 00 12.8
 LY0866;UTM  18      - 4,579,795.752   541,365.588   MT  0.99962106   +0 19 36.8
 LY0866
 LY0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0866!SPC NY E     -   0.99997972  x   0.99990000  =   0.99987972
 LY0866!UTM  18      -   0.99997972  x   0.99962106  =   0.99960079
 LY0866
 LY0866:                Primary Azimuth Mark                     Grid Az
 LY0866:SPC NY E     -  SAYERS                                   027 51 06.0
 LY0866:UTM  18      -  SAYERS                                   027 31 16.4
 LY0866
 LY0866|---------------------------------------------------------------------|
 LY0866| PID    Reference Object                     Distance      Geod. Az  |
 LY0866|                                                           dddmmss.s |
 LY0866| LY2591 SAYERS                              APPROX. 7.7 KM 0275053.2 |
 LY0866| LY2592 POCOTELLO LOOKOUT TOWER             APPROX. 7.8 KM 0275931.6 |
 LY0866| LY2590 SLATE HILL OLD SCH BAP CH           APPROX. 3.6 KM 0481812.5 |
 LY0866| LY2593 RIDGEBURY PRESB CHURCH CUPOLA       APPROX. 4.7 KM 0644615.3 |
 LY0866| LY0867 CARR RM 1                            30.290 METERS 07217     |
 LY0866| LY0865 CARR RM 2                            24.045 METERS 13728     |
 LY0866| LY2600 JOHNSON BORDENS MILK CO STACK       291.151 METERS 16309     |
 LY0866| CB3771 CARR AZ MK                                         3271830.7 |
 LY0866|---------------------------------------------------------------------|
 LY0866
 LY0866                          SUPERSEDED SURVEY CONTROL
 LY0866
 LY0866  NAD 83(1986)-  41 22 07.00436(N)    074 30 19.37636(W) AD(       ) 3
 LY0866  NAD 27      -  41 22 06.66448(N)    074 30 20.80243(W) AD(       ) 3
 LY0866  NGVD 29 (??/??/92)  161.642  (m)          530.32   (f) ADJ UNCH    2 0
 LY0866
 LY0866.Superseded values are not recommended for survey control.
 LY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0866.See file dsdata.txt to determine how the superseded data were derived.
 LY0866
 LY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4136679796(NAD 83)
 LY0866_MARKER: DS = TRIANGULATION STATION DISK
 LY0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0866_STAMPING: CARR 1942
 LY0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0866+STABILITY: SURFACE MOTION
 LY0866
 LY0866  HISTORY     - Date     Condition        Report By
 LY0866  HISTORY     - 1942     MONUMENTED       CGS
 LY0866  HISTORY     - 1965     GOOD             CGS
 LY0866  HISTORY     - 1965     GOOD             NGS
 LY0866
 LY0866                          STATION DESCRIPTION
 LY0866
 LY0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY0866'STATION IS ON THE SUMMIT OF A HILL 0.2 MILE N OF THE JOHNSON POST
 LY0866'OFFICE, ON LAND OWNED BY C.N. CARR AND NEAR THE W LINE OF THE
 LY0866'CARR PROPERTY.  IT IS ABOUT 15 FEET N OF A CONCRETE CORNER POST
 LY0866'AND ABOUT 15 FEET S OF A SMALL SHED.  IT PROJECTS ABOUT 6 INCHES
 LY0866'AND IS STAMPED CARR 1942.
 LY0866'
 LY0866'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LY0866'DISKS SET IN CONCRETE.
 LY0866'
 LY0866'REFERENCE MARK NO. 1 IS LOCATED 2 FEET S OF A GRAPE ARBOR AND
 LY0866'IS NE OF THE STATION.  IT PROJECTS ABOUT 4 INCHES AND IS STAMPED
 LY0866'CARR NO. 1 1942.
 LY0866'
 LY0866'REFERENCE MARK NO. 2 IS LOCATED SE OF THE STATION 2 FEET N OF
 LY0866'THE S PROPERTY LINE FENCE.  IT PROJECTS ABOUT 4 INCHES AND IS
 LY0866'STAMPED CARR NO. 2 1942.
 LY0866'
 LY0866'THE AZIMUTH MARK IS ABOUT 1 MILE NW FROM THE STATION, ACROSS
 LY0866'THE ROAD FROM A FARMYARD.  IT IS IN A FENCE LINE 11 FEET SE OF THE
 LY0866'CENTER OF THE ROAD, ACROSS THE ROAD FROM AND 4 FEET SW OF THE
 LY0866'PROJECTED PLANE OF THE SW WALL OF A BLUE FRAME FARM BUILDING.  IT
 LY0866'PROJECTS ABOUT 6 INCHES AND IS STAMPED CARR 1942.
 LY0866'
 LY0866'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE
 LY0866'ROAD IN FRONT OF THE CARR RESIDENCE.  TURN RIGHT AND GO 0.1 MILE
 LY0866'TO CROSSROADS.  TURN RIGHT AND GO 0.8 MILE TO A REVERSE Y.  TURN
 LY0866'RIGHT AND GO 0.05 MILE TO A ROAD LEFT.  KEEP RIGHT AND GO 0.4 MILE
 LY0866'TO A FARMHOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT
 LY0866'OPPOSITE THE FARM DRIVEWAY.
 LY0866'
 LY0866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6
 LY0866'AND 84 IN SLATE HILL, GO SW ON STATE HIGHWAY 84 FOR 2.55 MILES TO
 LY0866'A PAVED ROAD RIGHT.  TURN RIGHT AND GO 0.6 MILE TO A ROAD SHARP
 LY0866'RIGHT.  TURN SHARP RIGHT AND GO 0.1 MILE TO A CROSS ROAD, TURN
 LY0866'LEFT AND GO 0.1 MILE TO THE CARR RESIDENCE ON THE LEFT.  TURN
 LY0866'LEFT AND INTO THE YARD TO THE STATION IN THE BACK.
 LY0866'
 LY0866'A 77-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT QUARRY
 LY0866'(N.J. DEPT. C. AND D.).
 LY0866'
 LY0866'A 50-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT EVE.
 LY0866'
 LY0866'A 37-FOOT TOWER WILL SEE AN 80-FOOT LIGHT AT SAYERS.
 LY0866'
 LY0866'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY0866
 LY0866                          STATION RECOVERY (1965)
 LY0866
 LY0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 LY0866'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 LY0866'CONDITION WITH THE EXCEPTION OF THE AZ MK.  THE AZ MK WAS FOUND
 LY0866'TO HAVE BEEN HIT, REPORTEDLY BY A SNOW PLOW, AND IS LEANING
 LY0866'SLIGHTLY TOWARD THE STATION.
 LY0866'
 LY0866'FOLLOWING ARE SOME ADDITIONAL NOTES THAT MAY HELP IN RECOVERY
 LY0866'OF THE STATION--IT IS 115 FEET NORTHWEST OF A STONE HOUSE, 13 FEET
 LY0866'NORTHEAST OF A CONCRETE POST, AND AT THE NORTH EDGE OF THE
 LY0866'YARD.  RM 1 IS IN LAWN PROJECTING ABOUT 6 IN.  IT IS 82 FEET
 LY0866'NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 17 FEET NORTHEAST
 LY0866'OF THE CENTERLINE OF A DRIVEWAY, AND 6 FEET NORTH OF AN
 LY0866'APPLE TREE.  RM 2 IS AT THE WEST EDGE OF THE YARD, 41 FEET
 LY0866'NORTHWEST OF THE NORTHWEST CORNER OF A STONE HOUSE AND ABOUT 5
 LY0866'FEET LOWER IN ELEVATION THAT THE STATION.
 LY0866'
 LY0866'TO REACH FROM THE RAILROAD CROSSING IN THE VILLAGE OF JOHNSON,
 LY0866'GO NORTH FOR 0.15 MI TO A CROSSROAD, TURN RIGHT ONTO CREAMERY RD
 LY0866'AND GO NORTHEAST 0.05 MI TO ANOTHER CROSSROAD, CONTINUE STRAIGHT
 LY0866'AHEAD, NORTHEAST ON ROAD FOR 0.1 MI TO STONE HOUSE ON LEFT
 LY0866'AND STATION IN BACK AS DESCRIBED.
 LY0866
 LY0866                          STATION RECOVERY (1965)
 LY0866
 LY0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LY0866'AT JOHNSON.
 LY0866'THE STATION IS LOCATED ON THE SUMMIT OF A HILL 0.2 MILE NORTH
 LY0866'OF THE JOHNSON POST OFFICE, ON LAND OWNED BY C.N. CARR AND NEAR
 LY0866'THE WEST LINE OF THE CARR PROPERTY.  IT IS ABOUT 15 FEET NORTH OF
 LY0866'A CONCRETE CORNER POST AND ABOUT 15 FEET SOUTH OF A SMALL SHED.
 LY0866'IT PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1038 ***********************************************************************
 PH1038  DESIGNATION -  CARR
 PH1038  PID         -  PH1038
 PH1038  STATE/COUNTY-  NY/ST LAWRENCE
 PH1038  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1038
 PH1038                         *CURRENT SURVEY CONTROL
 PH1038  ___________________________________________________________________
 PH1038* NAD 83(1986)-  44 49 53.     (N)    075 16 17.     (W)     SCALED    
 PH1038* NAVD 88     -        80.323  (meters)     263.53   (feet)  ADJUSTED  
 PH1038  ___________________________________________________________________
 PH1038  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 PH1038  DYNAMIC HT  -          80.320 (meters)     263.52  (feet)  COMP
 PH1038  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 PH1038
 PH1038  VERT ORDER  -  FIRST     CLASS 0
 PH1038
 PH1038.The horizontal coordinates were scaled from a topographic map and have
 PH1038.an estimated accuracy of +/- 6 seconds.
 PH1038
 PH1038.The orthometric height was determined by differential leveling
 PH1038.and adjusted by the National Geodetic Survey in June 1991..
 PH1038
 PH1038.The geoid height was determined by GEOID03.
 PH1038
 PH1038.The dynamic height is computed by dividing the NAVD 88
 PH1038.geopotential number by the normal gravity value computed on the
 PH1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1038.degrees latitude (g = 980.6199 gals.).
 PH1038
 PH1038.The modeled gravity was interpolated from observed gravity values.
 PH1038
 PH1038;                    North         East    Units  Estimated Accuracy
 PH1038;SPC NY E     -   666,430.       89,010.      MT  (+/- 180 meters Scaled)
 PH1038
 PH1038                          SUPERSEDED SURVEY CONTROL
 PH1038
 PH1038  NGVD 29 (??/??/92)   80.45   (m)          263.9    (f) COMPUTED    1 0
 PH1038
 PH1038.Superseded values are not recommended for survey control.
 PH1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1038.See file dsdata.txt to determine how the superseded data were derived.
 PH1038
 PH1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ785642(NAD 83)
 PH1038_MARKER: Z = SEE DESCRIPTION
 PH1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1038_SP_SET: ROD
 PH1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1038
 PH1038  HISTORY     - Date     Condition        Report By
 PH1038  HISTORY     - UNK      MONUMENTED       USLS
 PH1038  HISTORY     - 1969     GOOD             USLS
 PH1038
 PH1038                          STATION DESCRIPTION
 PH1038
 PH1038'DESCRIBED BY US LAKE SURVEY 1969
 PH1038'14.5 MI NE FROM OGDENSBURG.
 PH1038'IS IN ST. LAWRENCE COUNTY, NEW YORK, ABOUT 14.5 MILES NORTHEAST OF
 PH1038'INTERSECTION OF HIGHWAYS 37 AND 86 IN OGDENSBURG, ON FARM OF E. R.
 PH1038'CARR, 53 FEET SOUTH OF CENTERLINE OF HIGHWAY 37, 48.3 FEET EAST OF A
 PH1038'UTILITY POLE, 2.9 FEET NORTHERLY OF NORTH CORNER AND IN LINE WITH
 PH1038'NORTHEAST FACE OF BARN, 1/2-FOOT BELOW THE GROUND SURFACE, BEING THE
 PH1038'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8
 PH1038'FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2810 ***********************************************************************
 LY2810  DESIGNATION -  CARR
 LY2810  PID         -  LY2810
 LY2810  STATE/COUNTY-  NY/BROOME
 LY2810  USGS QUAD   -  FRANKLIN FORKS (1992)
 LY2810
 LY2810                         *CURRENT SURVEY CONTROL
 LY2810  ___________________________________________________________________
 LY2810* NAD 83(1996)-  41 59 58.80047(N)    075 51 34.46560(W)     ADJUSTED  
 LY2810* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 LY2810  ___________________________________________________________________
 LY2810  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 LY2810  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY2810
 LY2810  HORZ ORDER  -  SECOND
 LY2810
 LY2810.The horizontal coordinates were established by classical geodetic methods
 LY2810.and adjusted by the National Geodetic Survey in January 1999..
 LY2810
 LY2810.The orthometric height was scaled from a topographic map.
 LY2810
 LY2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2810
 LY2810.The geoid height was determined by GEOID03.
 LY2810
 LY2810;                    North         East     Units Scale Factor Converg.
 LY2810;SPC NY E     -   352,457.300    37,367.828   MT  1.00005605   -0 54 35.4
 LY2810;SPC NY E     - 1,156,353.66    122,597.62   sFT  1.00005605   -0 54 35.4
 LY2810;SPC PA N     -   205,277.322   756,612.955   MT  1.00000844   +1 15 02.1
 LY2810;SPC PA N     -   673,480.68  2,482,321.00   sFT  1.00000844   +1 15 02.1
 LY2810;UTM  18      - 4,650,096.557   428,811.488   MT  0.99966236   -0 34 30.7
 LY2810
 LY2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2810!SPC NY E     -   0.99992348  x   1.00005605  =   0.99997952
 LY2810!SPC PA N     -   0.99992348  x   1.00000844  =   0.99993192
 LY2810!UTM  18      -   0.99992348  x   0.99966236  =   0.99958586
 LY2810
 LY2810|---------------------------------------------------------------------|
 LY2810| PID    Reference Object                     Distance      Geod. Az  |
 LY2810|                                                           dddmmss.s |
 LY2810| CB3769 CARR RM 1                            27.314 METERS 02623     |
 LY2810| LY2806 BOUNDARY MARK NY PA NEAR CARR       220.034 METERS 13151     |
 LY2810| LY2805 CARR 1940 AZ MK                     150.115 METERS 19318     |
 LY2810| LY2811 HAWLEYTON AIRWAY BEACON             APPROX. 5.2 KM 2701111.3 |
 LY2810| CB3770 CARR RM 2                            24.290 METERS 28751     |
 LY2810| NA2214 PUGLISI                             APPROX.10.2 KM 3123354.9 |
 LY2810|---------------------------------------------------------------------|
 LY2810
 LY2810                          SUPERSEDED SURVEY CONTROL
 LY2810
 LY2810  NAD 83(1986)-  41 59 58.80689(N)    075 51 34.46756(W) AD(       ) 2
 LY2810  NAD 27      -  41 59 58.53300(N)    075 51 35.77800(W) AD(       ) 2
 LY2810
 LY2810.Superseded values are not recommended for survey control.
 LY2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2810.See file dsdata.txt to determine how the superseded data were derived.
 LY2810
 LY2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2881150097(NAD 83)
 LY2810_MARKER: DS = TRIANGULATION STATION DISK
 LY2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2810
 LY2810  HISTORY     - Date     Condition        Report By
 LY2810  HISTORY     - 1940     MONUMENTED       CGS
 LY2810  HISTORY     - 1959     GOOD             CGS
 LY2810
 LY2810                          STATION DESCRIPTION
 LY2810
 LY2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2810'THIS STATION IS ON THE HIGHEST PART OF A HILL, 1/4 MILE NORTH OF THE
 LY2810'PENNSYLVANIA-NEW YORK STATE LINE AND IN CONKLIN TOWNSHIP ABOUT 1-1/2
 LY2810'MILES SOUTH OF THE TOWN OF CONKLIN FORKS, ON PROPERTY OWNED BY
 LY2810'ALBERT DE GROAT AND J.L. CARR.  THE HIGHEST POINT OF THE HILL IS
 LY2810'WELL DEFINED AND THE STATION IS LOCATED ABOUT 50 YARDS NORTH
 LY2810'OF THE WOODS ROAD.
 LY2810'
 LY2810'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION AND A WHITE 4- BY
 LY2810'4-INCH WOODEN POST WAS SET ABOUT 10 FEET NORTH OF THE MARK.
 LY2810'
 LY2810'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND PROJECTS ABOUT
 LY2810'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LY2810'
 LY2810'THE AZIMUTH MARK IS LOCATED ON THE NEW YORK-PENNSYLVANIA STATE LINE
 LY2810'ABOUT 1/4 MILE SOUTH-SOUTHWEST OF THE STATION.  IT IS ABOUT 2 FEET
 LY2810'NORTH OF A STONE-FENCE LINE.  A WHITE POST (4- BY 4-INCHES) WAS SET
 LY2810'10 FEET WEST FROM THE MARK.  A TRAVERSE CONNECTION WAS MADE FROM
 LY2810'THE STATION TO THIS MARK.
 LY2810'
 LY2810'TRAVERSE CONNECTION WAS MADE TO PENN-NEW YORK BOUNDARY MARK WHICH IS
 LY2810'LOCATED ABOUT 0.3 MILE SOUTHEAST OF THE STATION.
 LY2810'
 LY2810'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 AND
 LY2810'U.S. HIGHWAY 11, 2 MILES EAST OF THE CITY LIMITS OF BINGHAMTON, GO
 LY2810'SOUTHEAST ON U.S. HIGHWAY 11 FOR 3.8 MILES TO A MACADAM ROAD TO THE
 LY2810'RIGHT LEADING THROUGH AN UNDERPASS, TURN RIGHT AND GO 0.45 MILE TO
 LY2810'KIRKWOOD POST OFFICE, CONTINUE 0.15 MILE TO A MACADAM ROAD TO THE
 LY2810'RIGHT, TURN RIGHT AND GO 0.4 MILE TO STATE HIGHWAY 7, HERE JOG
 LY2810'TO THE LEFT ABOUT 75 YARDS TO A MACADAM ROAD TO THE RIGHT, LEAVE
 LY2810'HIGHWAY 7 AND FOLLOW MACADAM ROAD RIGHT (SIGN CONKLIN FORKS 4
 LY2810'MILES) FOR 3.45 MILES TO THE VILLAGE OF CONKLIN FORKS, BEAR LEFT
 LY2810'AT FORKS AND GO 0.4 MILE TO ANOTHER FORK, TAKE LEFT FORK AND GO 0.2
 LY2810'MILE (KEEPING STRAIGHT AHEAD ON RIGHT FORK) AND GO 0.55 MILE TO A
 LY2810'FORK, KEEP LEFT FORK AND GO 0.6 MILE TO WOODS ROAD TO THE RIGHT, TURN
 LY2810'RIGHT ON WOODS ROAD AND GO 0.1 MILE TO A POINT ABOUT 45 PACES SOUTH
 LY2810'OF THE HIGHEST POINT.  THE STATION IS ON THE HIGHEST POINT OF THE
 LY2810'HILL ABOUT 45 PACES TO THE NORTHEAST.
 LY2810'
 LY2810'THE BOUNDARY MONUMENT IS A GRANITE POST 5 BY 12 INCHES AT THE TOP AND
 LY2810'14 INCHES HIGH.  IT IS 0.2 MILE BEYOND WOODS ROAD TO THE STATION, 4
 LY2810'PACES WEST OF CENTERLINE OF THE COUNTY ROAD.
 LY2810'
 LY2810'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LY2810
 LY2810                          STATION RECOVERY (1959)
 LY2810
 LY2810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2810'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK WERE
 LY2810'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD
 LY2810'WIDENING.  A DIFFERENCE WAS NOTED IN THE MEASUREMENT OF RM 2.
 LY2810'A LIGHT STAND WAS USED AT THIS STATION.  A GROUND SET UP WAS MADE AND
 LY2810'THE ANGLE CHECKED BETWEEN THE REFERENCE MARKS.  THE NOTES FOR
 LY2810'THE REFERENCE MARKS WERE WRONG.  THEY ARE NOTE 12A INSTEAD
 LY2810'OF 11A.  A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 LY2810'
 LY2810'STATION IS REACHED FROM THE POST OFFICE IN KIRKWOOD.  GO SOUTH ON THE
 LY2810'MAIN STREET FOR 0.15 MILE.  TURN RIGHT AND GO WEST, AS PER SIGN
 LY2810'CONKLIN PKS. 5, FOR 0.5 MILE TO THE JUNCTION WITH STATE HWY 7.
 LY2810'TURN LEFT AND GO SOUTH FOR 0.02 MILE.  TURN RIGHT AND GO WEST, ON A
 LY2810'PAVED ROAD FOR 2.25 MILES TO A PAVED ROAD RIGHT.  KEEP LEFT AND
 LY2810'CONTINUE FOR 0.42 MILE TO BRADY HILL ROAD.  TURN LEFT AND FOLLOW
 LY2810'BRADY HILL ROAD FOR 0.77 MILE TO A ROAD FORK AND SIGN SMITH ROAD
 LY2810'ON THE RIGHT.  KEEP LEFT AND CONTINUE UPHILL FOR 0.6 MILE TO A
 LY2810'WOODS ROAD RIGHT.  TURN RIGHT AND FOLLOW THE WOODS ROAD FOR 0.12
 LY2810'MILE.  TURN RIGHT AND GO UPHILL FOR 0.04 MILE TO THE TOP OF HILL
 LY2810'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0867 ***********************************************************************
 LY0867  DESIGNATION -  CARR RM 1
 LY0867  PID         -  LY0867
 LY0867  STATE/COUNTY-  NY/ORANGE
 LY0867  USGS QUAD   -  UNIONVILLE (1969)
 LY0867
 LY0867                         *CURRENT SURVEY CONTROL
 LY0867  ___________________________________________________________________
 LY0867* NAD 83(1986)-  41 22 06.     (N)    074 30 19.     (W)     SCALED    
 LY0867* NAVD 88     -       160.458  (meters)     526.44   (feet)  ADJUSTED  
 LY0867  ___________________________________________________________________
 LY0867  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0867  DYNAMIC HT  -         160.393 (meters)     526.22  (feet)  COMP
 LY0867  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 LY0867
 LY0867  VERT ORDER  -  SECOND    CLASS 0
 LY0867
 LY0867.The horizontal coordinates were scaled from a topographic map and have
 LY0867.an estimated accuracy of +/- 6 seconds.
 LY0867
 LY0867.The orthometric height was determined by differential leveling
 LY0867.and adjusted by the National Geodetic Survey in June 1991..
 LY0867
 LY0867.The geoid height was determined by GEOID03.
 LY0867
 LY0867.The dynamic height is computed by dividing the NAVD 88
 LY0867.geopotential number by the normal gravity value computed on the
 LY0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0867.degrees latitude (g = 980.6199 gals.).
 LY0867
 LY0867.The modeled gravity was interpolated from observed gravity values.
 LY0867
 LY0867;                    North         East    Units  Estimated Accuracy
 LY0867;SPC NY E     -   281,450.      149,560.      MT  (+/- 180 meters Scaled)
 LY0867
 LY0867                          SUPERSEDED SURVEY CONTROL
 LY0867
 LY0867  NGVD 29 (??/??/92)  160.658  (m)          527.09   (f) ADJ UNCH    2 0
 LY0867
 LY0867.Superseded values are not recommended for survey control.
 LY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0867.See file dsdata.txt to determine how the superseded data were derived.
 LY0867
 LY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL413797(NAD 83)
 LY0867_MARKER: DR = REFERENCE MARK DISK
 LY0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0867_STAMPING: CARR NO 1 1942
 LY0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0867+STABILITY: SURFACE MOTION
 LY0867
 LY0867  HISTORY     - Date     Condition        Report By
 LY0867  HISTORY     - 1942     MONUMENTED       CGS
 LY0867
 LY0867                          STATION DESCRIPTION
 LY0867
 LY0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0867'0.2 MI N FROM JOHNSON.
 LY0867'THE REFERENCE MARK IS LOCATED ON THE SUMMIT OF A HILL 0.2 MILE
 LY0867'NORTH OF THE JOHNSON POST OFFICE, ON LAND OWNED BY C.N. CARR AND
 LY0867'NEAR THE WEST LINE OF THE CARR PROPERTY.  IT IS 2 FEET SOUTH OF
 LY0867'A GRAPE ARBOR AND IS NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0865 ***********************************************************************
 LY0865  DESIGNATION -  CARR RM 2
 LY0865  PID         -  LY0865
 LY0865  STATE/COUNTY-  NY/ORANGE
 LY0865  USGS QUAD   -  UNIONVILLE (1969)
 LY0865
 LY0865                         *CURRENT SURVEY CONTROL
 LY0865  ___________________________________________________________________
 LY0865* NAD 83(1986)-  41 22 06.     (N)    074 30 19.     (W)     SCALED    
 LY0865* NAVD 88     -       160.600  (meters)     526.90   (feet)  ADJUSTED  
 LY0865  ___________________________________________________________________
 LY0865  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0865  DYNAMIC HT  -         160.536 (meters)     526.69  (feet)  COMP
 LY0865  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 LY0865
 LY0865  VERT ORDER  -  SECOND    CLASS 0
 LY0865
 LY0865.The horizontal coordinates were scaled from a topographic map and have
 LY0865.an estimated accuracy of +/- 6 seconds.
 LY0865
 LY0865.The orthometric height was determined by differential leveling
 LY0865.and adjusted by the National Geodetic Survey in June 1991..
 LY0865
 LY0865.The geoid height was determined by GEOID03.
 LY0865
 LY0865.The dynamic height is computed by dividing the NAVD 88
 LY0865.geopotential number by the normal gravity value computed on the
 LY0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0865.degrees latitude (g = 980.6199 gals.).
 LY0865
 LY0865.The modeled gravity was interpolated from observed gravity values.
 LY0865
 LY0865;                    North         East    Units  Estimated Accuracy
 LY0865;SPC NY E     -   281,450.      149,560.      MT  (+/- 180 meters Scaled)
 LY0865
 LY0865                          SUPERSEDED SURVEY CONTROL
 LY0865
 LY0865  NGVD 29 (??/??/92)  160.800  (m)          527.56   (f) ADJ UNCH    2 0
 LY0865
 LY0865.Superseded values are not recommended for survey control.
 LY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0865.See file dsdata.txt to determine how the superseded data were derived.
 LY0865
 LY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL413797(NAD 83)
 LY0865_MARKER: DB = BENCH MARK DISK
 LY0865_SETTING: 0 = UNSPECIFIED SETTING
 LY0865_STAMPING: CARR NO 2 1942
 LY0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0865
 LY0865  HISTORY     - Date     Condition        Report By
 LY0865  HISTORY     - 1942     MONUMENTED       CGS
 LY0865  HISTORY     - 1965     GOOD             NGS
 LY0865
 LY0865                          STATION DESCRIPTION
 LY0865
 LY0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LY0865'AT JOHNSON.
 LY0865'THE REFERENCE MARK IS LOCATED ON THE SUMMIT OF A HILL 0.2 MILE
 LY0865'NORTH OF THE JOHNSON POST OFFICE, ON LAND OWNED BY C.N. CARR
 LY0865'AND NEAR THE SOUTH PROPERTY LINE FENCE.  IT IS SOUTHEAST OF THE
 LY0865'STATION AND 2 FEET NORTH OF THE SOUTH PROPERTY LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2559 ***********************************************************************
 KU2559  DESIGNATION -  CARTER
 KU2559  PID         -  KU2559
 KU2559  STATE/COUNTY-  NY/SUFFOLK
 KU2559  USGS QUAD   -  NORTHPORT (1979)
 KU2559
 KU2559                         *CURRENT SURVEY CONTROL
 KU2559  ___________________________________________________________________
 KU2559* NAD 83(1996)-  40 55 32.57157(N)    073 21 37.56106(W)     ADJUSTED  
 KU2559* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2559  ___________________________________________________________________
 KU2559  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KU2559  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 KU2559
 KU2559  HORZ ORDER  -  THIRD
 KU2559
 KU2559.The horizontal coordinates were established by classical geodetic methods
 KU2559.and adjusted by the National Geodetic Survey in January 1999..
 KU2559
 KU2559.The orthometric height was scaled from a topographic map.
 KU2559
 KU2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2559
 KU2559.The geoid height was determined by GEOID03.
 KU2559
 KU2559;                    North         East     Units Scale Factor Converg.
 KU2559;SPC NY L     -    84,486.579   353,869.698   MT  0.99999577   +0 25 06.0
 KU2559;SPC NY L     -   277,186.38  1,160,987.50   sFT  0.99999577   +0 25 06.0
 KU2559;SPC CT       -   162,841.469   253,382.464   MT  1.00003904   -0 24 17.1
 KU2559;SPC CT       -   534,255.72    831,305.63   sFT  1.00003904   -0 24 17.1
 KU2559;UTM  18      - 4,531,804.786   638,047.451   MT  0.99983456   +1 04 27.2
 KU2559
 KU2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2559!SPC NY L     -   1.00000468  x   0.99999577  =   1.00000045
 KU2559!SPC CT       -   1.00000468  x   1.00003904  =   1.00004372
 KU2559!UTM  18      -   1.00000468  x   0.99983456  =   0.99983923
 KU2559
 KU2559|---------------------------------------------------------------------|
 KU2559| PID    Reference Object                     Distance      Geod. Az  |
 KU2559|                                                           dddmmss.s |
 KU2559| CB6666 CARTER RM 1                          44.915 METERS 00044     |
 KU2559| CB7261 PEG WITNESS MARK                      3.840 METERS 03701     |
 KU2559| KU2563 GREEN ROOFED HOUSE CHIMNEY          APPROX. 0.5 KM 0734331.0 |
 KU2559| KU2572 ASHAROKEN BEACH OLD HOUSE CUP       APPROX. 1.0 KM 0954023.0 |
 KU2559| KU2548 ASHAROKEN BEACH WOODEN TANK         APPROX. 1.0 KM 1032807.2 |
 KU2559| KU2555 ARTHURS FLAGSTAFF                   APPROX. 0.7 KM 1053723.0 |
 KU2559| KU2557 CHESEBROS BOATHOUSE                 APPROX. 1.2 KM 1415224.1 |
 KU2559| KU2553 CHESEBROS SW CHIMNEY                APPROX. 1.3 KM 1432246.8 |
 KU2559| KU2537 NORTHPORT WATER WORKS TANK          APPROX. 2.7 KM 1542045.6 |
 KU2559| KU2568 JAMES HYDROGRAPHIC SIGNAL           APPROX. 1.4 KM 1571059.8 |
 KU2559| KU2562 LARGE HOUSE ON BLUFF CHIMNEY        APPROX. 1.9 KM 1671446.4 |
 KU2559| KU2556 NORTHPORT LIGHTING CO STACK         APPROX. 3.0 KM 1673059.6 |
 KU2559| KU2564 POLE ON STONE TOWER                 APPROX. 2.7 KM 1891755.8 |
 KU2559| KU2554 VANDERBILTS FLAGSTAFF               APPROX. 2.3 KM 1941257.1 |
 KU2559| KU2551 LITTLE NECK VANDERBILT CUPOLA       APPROX. 2.3 KM 1984603.6 |
 KU2559| KU2742 STEWARTS CHIMNEY                    APPROX. 1.8 KM 2200419.3 |
 KU2559| KU2741 STEWARTS FLAGSTAFF                  APPROX. 1.8 KM 2204537.4 |
 KU2559| KU2661 GREAT NECK WATER TANK               APPROX. 4.3 KM 2264943.7 |
 KU2559| KU2671 NEWELLS HOUSE WEST CHIMNEY          APPROX. 3.7 KM 2270827.4 |
 KU2559| KU2654 NEWELLS TANK                        APPROX. 3.6 KM 2280254.1 |
 KU2559| KU2670 L ECLUSES FLAGSTAFF                 APPROX. 3.8 KM 2353145.2 |
 KU2559| KU2729 GOLF AND MARINE CLUB W TOWER        APPROX. 4.6 KM 2392516.1 |
 KU2559| KU2735 NW CORNER SAND ELEVATOR             APPROX. 3.7 KM 2592806.7 |
 KU2559| KU2743 DUCK ISLAND RED TANK                APPROX. 1.3 KM 2904344.4 |
 KU2559| KU2662 EATON NECK LARGE HOUSE W CHIM       APPROX. 2.6 KM 2912352.6 |
 KU2559| CB6667 CARTER RM 2                          19.222 METERS 29733     |
 KU2559| KU2550 BOATHOUSE WEST GABLE                APPROX. 0.7 KM 3110018.1 |
 KU2559| KU2565 RED ROOFED HOUSE CHIMNEY            APPROX. 0.5 KM 3193930.4 |
 KU2559| KU2566 CONICAL TOWER FINIAL                355.673 METERS 32142     |
 KU2559| KU2567 TWIN SMOKEPIPES                     289.631 METERS 32429     |
 KU2559| CB6665 CARTER RM                            28.950 METERS 33245     |
 KU2559| KU2558 POLE ON CARTERS HOUSE                57.596 METERS 33300     |
 KU2559| KU2569 ASHAROKEN BCH CHESEBROUGHS HSE      APPROX. 0.5 KM 3334524.0 |
 KU2559|---------------------------------------------------------------------|
 KU2559
 KU2559                          SUPERSEDED SURVEY CONTROL
 KU2559
 KU2559  NAD 83(1996)-  40 55 32.57406(N)    073 21 37.56044(W) AD(       ) 3
 KU2559  NAD 83(1992)-  40 55 32.57345(N)    073 21 37.55860(W) AD(       ) 3
 KU2559  NAD 83(1986)-  40 55 32.57531(N)    073 21 37.56164(W) AD(       ) 3
 KU2559  NAD 27      -  40 55 32.22400(N)    073 21 39.14800(W) AD(       ) 3
 KU2559
 KU2559.Superseded values are not recommended for survey control.
 KU2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2559.See file dsdata.txt to determine how the superseded data were derived.
 KU2559
 KU2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3804731805(NAD 83)
 KU2559_MARKER: DS = TRIANGULATION STATION DISK
 KU2559_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2559_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2559
 KU2559  HISTORY     - Date     Condition        Report By
 KU2559  HISTORY     - 1916     MONUMENTED       CGS
 KU2559  HISTORY     - 1931     MARK NOT FOUND   CGS
 KU2559  HISTORY     - 1939     GOOD             CGS
 KU2559  HISTORY     - 1951     GOOD             CGS
 KU2559  HISTORY     - 1957     GOOD             CGS
 KU2559  HISTORY     - 1966     GOOD             CGS
 KU2559
 KU2559                          STATION DESCRIPTION
 KU2559
 KU2559'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2559'STATION IS ON THE LAND OF MR. O.G. CARTER ON THE SOUTHWESTERN
 KU2559'SIDE OF ASHAROKEN BEACH (FORMERLY CALLED EAST BEACH) BETWEEN
 KU2559'NORTHPORT AND EATON NECK.  THE STATION IS ON A SANDSPIT BETWEEN
 KU2559'NORTHPORT BAY AND A SMALL POCKET COVE USED AS A HARBOR FOR SMALL
 KU2559'CRAFT AND IS 52.45 METERS FROM THE EDGE OF THE FLOORING OF THE
 KU2559'PORCH OF THE FINE BUNGALOW OF MR. CARTER, WHICH STANDS N AND W OF
 KU2559'THE STATION.
 KU2559'
 KU2559'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE
 KU2559'TOP OF A TILE, AS DESCRIBED IN NOTES 6B AND 13B.  UNDERGROUND
 KU2559'MARK IS A BOTTLE IN AN UPRIGHT POSITION EMBEDDED IN EARTH 3 FEET
 KU2559'BELOW THE SURFACE OF THE GROUND, AS DESCRIBED IN NOTE 10A.
 KU2559'
 KU2559'A FLAGPOLE OVER THE SW CORNER OF THE PIAZZA IS 57.6 METERS FROM
 KU2559'THE STATION, AND THE REFERENCE MARK, 28.95 METERS DISTANT, IS
 KU2559'ALMOST EXACTLY IN LINE BETWEEN THE STATION AND THAT POLE.
 KU2559'
 KU2559'THE CHILDRENS PLAYHOUSE NOTED BELOW IS 12.16 METERS TO THE
 KU2559'SOUTHWARD OF THE REFERENCE MARK.
 KU2559'
 KU2559'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 KU2559
 KU2559                          STATION RECOVERY (1931)
 KU2559
 KU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2559'THE SPIT ON WHICH THE STATION IS LOCATED HAS BEEN HEAVILY WASHED
 KU2559'BY WINTER STORMS AND A CONSIDERABLE AMOUNT OF SAND HAS BEEN
 KU2559'DEPOSITED OVER THE STATION.
 KU2559'
 KU2559'THE CARTER BUNGALOW AND CHILDS PLAYHOUSE ARE STILL AS DESCRIBED SO
 KU2559'THE STATION CAN PROBABLY BE RECOVERED BY CAREFUL MEASUREMENT AND
 KU2559'SOME DIGGING.
 KU2559
 KU2559                          STATION RECOVERY (1939)
 KU2559
 KU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2559'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 KU2559'STATION MARK WAS COVERED WITH 1 FOOT OF SAND, AND SMALL PLAYHOUSE
 KU2559'HAS BEEN EXPANDED INTO A SMALL ADULTS BUNGALOW.  THE FOUNDATIONS
 KU2559'OF THE NEW CONSTRUCTION APPEAR TO HAVE COVERED THE OLD REFERENCE MARK.
 KU2559'
 KU2559'WITNESS PEG IS LOST.
 KU2559'
 KU2559'TWO NEW STANDARD REFERENCE MARKS WERE ESTABLISHED.
 KU2559'
 KU2559'THE FOLLOWING ADDITIONAL MEASUREMENTS WERE TAKEN--STATION
 KU2559'TO--CORNER OF CONCRETE FENCE FOOTING N 18 DEG 00 MIN W.
 KU2559'
 KU2559'NE CORNER OF HOUSE 37 FT N 13 DEG 00 W.
 KU2559'
 KU2559'CORNER OF FENCE FOOTING (PT. NEAREST LAGOON) 55.5 FT N 2 DEG 00 MIN E.
 KU2559'
 KU2559'END OF SEAWALL AT CORNER OF PIPE RAILING 86. FT N 52 DEG 00 MIN W.
 KU2559'
 KU2559'HWL OF NORTHPORT BAY 31 FT S 58 DEG 00 MIN W.
 KU2559'
 KU2559'NEW BULKHEAD ON POCKET COVE 67 FT
 KU2559
 KU2559                          STATION RECOVERY (1951)
 KU2559
 KU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2559'THE STATION RECOVERED AS DESCRIBED.  R.M. 1 AND THE STATION MARK
 KU2559'WERE FOUND IN GOOD CONDITION.  R.M. 2 COULD NOT BE FOUND.
 KU2559'
 KU2559'THE STATION MARK IS STILL 1 FOOT BELOW THE SURFACE.
 KU2559'
 KU2559'THE DESCRIPTION BY F.R.G. 1939 IS ADEQUATE.
 KU2559
 KU2559                          STATION RECOVERY (1957)
 KU2559
 KU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBB)
 KU2559'STATION IS ABOUT 1 FT. BELOW A SANDBAR.  SEA GRASS GROWING AROUND.
 KU2559
 KU2559                          STATION RECOVERY (1966)
 KU2559
 KU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU2559'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 KU2559'THE STATION IS STAMPED CARTER 1939 AND REFERENCE MARK 2 IS STAMPED
 KU2559'CARTER NO 2 1939.  THE DISTANCE FROM STATION TO REFERENCE MARK 2
 KU2559'WAS VERIFIED.
 KU2559'
 KU2559'REFERENCE MARK 1 COULD NOT BE FOUND.  THE PREVIOUS DESCRIPTION IS
 KU2559'ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION IS 11.8 FEET SOUTH
 KU2559'OF THE SOUTHERN MOST CORNER ON THE EASTERLY END OF SMALL BUILDING.
 KU2559'REFERENCE MARK 2 IS 21.5 FEET SOUTH SOUTHEAST OF SOUTHWEST CORNER
 KU2559'OF PATIO OF SMALL DWELLING AND IT IS IN THE TOP OF A RETAINING
 KU2559'WALL AROUND THE BUILDING.  IT IS 58.0 FEET NORTHEAST FROM HIGH
 KU2559'WATER LINE.
 KU2559'
 KU2559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MILES
 KU2559'NORTHWEST FROM NORTHPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1826 ***********************************************************************
 OE1826  DESIGNATION -  CARTER RESET
 OE1826  PID         -  OE1826
 OE1826  STATE/COUNTY-  NY/HERKIMER
 OE1826  USGS QUAD   -  HERKIMER (1943)
 OE1826
 OE1826                         *CURRENT SURVEY CONTROL
 OE1826  ___________________________________________________________________
 OE1826* NAD 83(1996)-  43 03 24.31195(N)    074 55 20.68820(W)     ADJUSTED  
 OE1826* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 OE1826  ___________________________________________________________________
 OE1826  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 OE1826  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 OE1826
 OE1826  HORZ ORDER  -  THIRD
 OE1826
 OE1826.The horizontal coordinates were established by classical geodetic methods
 OE1826.and adjusted by the National Geodetic Survey in January 1999..
 OE1826
 OE1826.The orthometric height was scaled from a topographic map.
 OE1826
 OE1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1826
 OE1826.The geoid height was determined by GEOID03.
 OE1826
 OE1826;                    North         East     Units Scale Factor Converg.
 OE1826;SPC NY E     -   469,062.822   115,591.141   MT  0.99991456   -0 17 18.2
 OE1826;SPC NY E     - 1,538,916.94    379,235.27   sFT  0.99991456   -0 17 18.2
 OE1826;UTM  18      - 4,767,120.108   506,318.133   MT  0.99960049   +0 03 10.7
 OE1826
 OE1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1826!SPC NY E     -   0.99995288  x   0.99991456  =   0.99986745
 OE1826!UTM  18      -   0.99995288  x   0.99960049  =   0.99955339
 OE1826
 OE1826|---------------------------------------------------------------------|
 OE1826| PID    Reference Object                     Distance      Geod. Az  |
 OE1826|                                                           dddmmss.s |
 OE1826| CZ7626 CARTER RM 1                          34.122 METERS 07846     |
 OE1826| NA2090 FORT PLAIN AIRWAY BEACON 39         APPROX.20.7 KM 1160217.9 |
 OE1826| OE1820 LITTLE FALLS AIRWAY BEACON 38       APPROX. 7.2 KM 1231507.7 |
 OE1826| CZ7624 CARTER AZ MK                                       1630450.5 |
 OE1826| CZ7625 CARTER AZ MK 2                                     1685708.1 |
 OE1826| CZ7627 CARTER RM 2                          43.242 METERS 23555     |
 OE1826| CZ7628 CARTER RM 3                          43.044 METERS 23609     |
 OE1826| CZ7629 CARTER RM 4                          67.821 METERS 26938     |
 OE1826|---------------------------------------------------------------------|
 OE1826
 OE1826                          SUPERSEDED SURVEY CONTROL
 OE1826
 OE1826  NAD 83(1986)-  43 03 24.31438(N)    074 55 20.68836(W) AD(       ) 3
 OE1826  NAD 27      -  43 03 24.06073(N)    074 55 22.13402(W) AD(       ) 3
 OE1826
 OE1826.Superseded values are not recommended for survey control.
 OE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1826.See file dsdata.txt to determine how the superseded data were derived.
 OE1826
 OE1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0631867120(NAD 83)
 OE1826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1826
 OE1826  HISTORY     - Date     Condition        Report By
 OE1826  HISTORY     - 1942     MONUMENTED       CGS
 OE1826  HISTORY     - 1978     GOOD             NGS
 OE1826
 OE1826                          STATION DESCRIPTION
 OE1826
 OE1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1826'STATION IS LOCATED ABOUT 3.5 MILES NW OF LITTLE FALLS, ON A
 OE1826'PROMINENT BALD HILL, AND IS 5.0 FEET W OF A STANDARD REFERENCE
 OE1826'POST, 142.0 FEET E OF N-S FENCE.  THE DISK IS STAMPED CARTER 1942.
 OE1826'
 OE1826'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1826'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1826'
 OE1826'REFERENCE MARK NO.1 IS 111.95 FEET E OF THE STATION.  THE DISK
 OE1826'IS STAMPED CARTER NO.1 1942.
 OE1826'
 OE1826'REFERENCE MARK NO.2 IS 141.87 FEET W OF THE STATION, 1.0 FOOT
 OE1826'E OF A N-S FENCE, 20.0 FEET E OF FARM ROAD.  THE DISK IS
 OE1826'STAMPED R.M.NO.2 1942.
 OE1826'
 OE1826'AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION, 1.3 FEET W OF
 OE1826'THE NW CORNER OF AN OLD BARN, 150 FEET E OF THE CENTER LINE OF
 OE1826'FARM ROAD.  THE DISK IS STAMPED CARTER 1942.
 OE1826'
 OE1826'TO REACH STATION FROM THE JUNCTION OF N.Y. HIGHWAYS 5 AND 169
 OE1826'IN LITTLE FALLS, GO W ON HIGHWAY 169 FOR 1.5 MILES TO A T-ROAD
 OE1826'LEFT, TURN LEFT ON T-ROAD AND GO 2.2 MILES TO CROSSROADS, TURN
 OE1826'RIGHT AND GO 0.4 MILE ON FARM ROAD TO AN OLD BARN AND AZIMUTH
 OE1826'ON RIGHT, CONTINUE ON FARM ROAD 0.4 MILE TO STATION ON THE RIGHT.
 OE1826'
 OE1826'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE1826
 OE1826                          STATION RECOVERY (1978)
 OE1826
 OE1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OE1826'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 OE1826'GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE
 OE1826'FOUND AT THE EDGE OF ROAD LAYING ON THEIR SIDE.  REFERENCE MARK 2 WAS
 OE1826'FOUND TILTED OUT OF ITS ORIGINAL POSITION.  THE REFERENCE MARKS WERE
 OE1826'RESET IN THE GROUND, RE-ENFORCED AND STAMPED 3 AND 4.  THE
 OE1826'UNDERGROUND DISK WAS LOWERED AND A NEW SURFACE MARK WAS SET AND
 OE1826'LEFT 20 INCHES UNDERGROUND AS IT IS NOW IN A CULTIVATED FIELD.  THE
 OE1826'AZIMUTH MARK WAS IN THE WAY OF THE PROPERTY OWNER AND A NEW
 OE1826'AZIMUTH MARK WAS SET WITH A POLARIS OBSERVATION.  A NEW
 OE1826'DESCRIPTION FOLLOWS.
 OE1826'
 OE1826'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF LITTLE FALLS, ON
 OE1826'A HIGH PROMINENT HILL, IN A CULTIVATED FIELD ON PROPERTY OWNED BY
 OE1826'MR. JOHN KAZMIERSKI.
 OE1826'
 OE1826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 169
 OE1826'IN INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE
 OE1826'POWERLINE POLE, 22.5 FEET EAST OF THE CENTER OF ROAD, 1.8 FEET
 OE1826'NORTH OF A METAL WITNESS POST AND 1-FOOT EAST OF A WIRE FENCE.
 OE1826'
 OE1826'REFERENCE MARK 4 STAMPED---CARTER 1942 NO 4 1978---IS A STANDARD
 OE1826'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 OE1826'FLUSH WITH THE GROUND SURFACE.  IT IS 53.5 FEET NORTH OF A ANTENNAE
 OE1826'POLE, 20 FEET EAST OF THE CENTER OF ROAD, 6.5 FEET SOUTH OF THE
 OE1826'SOUTH GATE POST OF WIRE GATE AND 1-FOOT EAST OF THE WIRE FENCE.
 OE1826'
 OE1826'THE AZIMUTH MARK STAMPED---CARTER 1942 1978---IS A STANDARD DISK
 OE1826'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 OE1826'WITH THE GROUND SURFACE.  IT IS 19 FEET WEST OF THE CENTER OF THE
 OE1826'ROAD, 15 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.5 FEET SOUTH OF
 OE1826'A METAL WITNESS POST AND 1-FOOT EAST OF THE WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5601 ***********************************************************************
 LX5601  DESIGNATION -  CARTWRIGHT
 LX5601  PID         -  LX5601
 LX5601  STATE/COUNTY-  NY/SUFFOLK
 LX5601  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5601
 LX5601                         *CURRENT SURVEY CONTROL
 LX5601  ___________________________________________________________________
 LX5601* NAD 83(1996)-  41 02 07.63592(N)    072 05 58.02620(W)     ADJUSTED  
 LX5601* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5601  ___________________________________________________________________
 LX5601  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LX5601  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LX5601
 LX5601  HORZ ORDER  -  SECOND
 LX5601
 LX5601.The horizontal coordinates were established by classical geodetic methods
 LX5601.and adjusted by the National Geodetic Survey in January 1999..
 LX5601
 LX5601.The orthometric height was scaled from a topographic map.
 LX5601
 LX5601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5601
 LX5601.The geoid height was determined by GEOID03.
 LX5601
 LX5601;                    North         East     Units Scale Factor Converg.
 LX5601;SPC NY L     -    98,210.583   459,804.746   MT  1.00000012   +1 14 35.2
 LX5601;SPC NY L     -   322,212.55  1,508,542.74   sFT  1.00000012   +1 14 35.2
 LX5601;UTM  18      - 4,546,746.594   743,824.345   MT  1.00033176   +1 54 18.8
 LX5601
 LX5601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5601!SPC NY L     -   1.00000494  x   1.00000012  =   1.00000506
 LX5601!UTM  18      -   1.00000494  x   1.00033176  =   1.00033671
 LX5601
 LX5601|---------------------------------------------------------------------|
 LX5601| PID    Reference Object                     Distance      Geod. Az  |
 LX5601|                                                           dddmmss.s |
 LX5601| CZ7163 CARTWRIGHT RM                                      00435     |
 LX5601| LX5608 BAN                                 APPROX. 1.9 KM 0054551.5 |
 LX5601| LX5592 SHED SOUTHWEST GABLE                APPROX. 3.3 KM 0181924.1 |
 LX5601| LX5600 NAPEAGUE HARBOR CHIMNEY             APPROX. 4.7 KM 1123332.3 |
 LX5601| LX5598 HICKS ISLAND CHIMNEY                APPROX. 3.8 KM 1221039.4 |
 LX5601| LX5597 HICKS IS ELEV FACT GASPIPE EXH      APPROX. 3.7 KM 1225756.5 |
 LX5601| KU4130 NAPEAGUE LIFESAVING LOS             APPROX. 6.2 KM 1334659.3 |
 LX5601| KU4144 NAPEAGUE LIFESAVING STA FLAG        APPROX. 6.2 KM 1340524.7 |
 LX5601| LX5596 FISH FACTORY BACK CHIMNEY           APPROX. 3.7 KM 1515830.6 |
 LX5601| LX5595 SHEAR LEGS FISH FACT CHIMNEY        APPROX. 3.7 KM 1544358.5 |
 LX5601| LX5593 PROMISED LD FISH FACT MID CHIM      APPROX. 4.1 KM 1570055.2 |
 LX5601| LX5594 PROMISED LAND FISH FACT CUPOLA      APPROX. 4.0 KM 1581012.4 |
 LX5601| KU4134 PROMISED LAND FISH FACT CHIM        APPROX. 4.3 KM 1585119.2 |
 LX5601| KU4133 TUTHILLS FACT MIDDLE CHIMNEY        APPROX. 4.4 KM 1603448.4 |
 LX5601| KU4132 AMAGANSETT ELEC LT PLANT CHIM       APPROX. 4.9 KM 1743929.3 |
 LX5601| KU4131 LEVERINGS CHIMNEY                   APPROX. 5.4 KM 1834449.3 |
 LX5601| LX5586 SOW BANNER                          APPROX. 0.7 KM 1844332.0 |
 LX5601| KU4143 AMAGANSETT HOUSE B CHIMNEY          APPROX. 5.8 KM 1851825.7 |
 LX5601| KU4141 AMAGANSETT HOUSE L CHIMNEY          APPROX. 5.8 KM 1862534.7 |
 LX5601| KU4139 AMAGANSETT HOUSE P CHIMNEY          APPROX. 5.7 KM 1873244.3 |
 LX5601| KU4142 BOAT CLUB NORTHWEST FLAGSTAFF       APPROX. 4.8 KM 1874259.1 |
 LX5601| CZ7164 CARTWRIGHT RM 1                      19.290 METERS 20139     |
 LX5601| LX5606 BELLS WINDMILL                      APPROX. 4.0 KM 2085133.0 |
 LX5601| LX5607 AMAGANSETT BROADVIEW EST S TK       APPROX. 4.0 KM 2085615.8 |
 LX5601| LX5611 WOODHOUSE                           APPROX. 3.3 KM 2233407.2 |
 LX5601| LX5613 WOODHOUSE RESIDENCE MAIN CHIM       APPROX. 3.3 KM 2351316.6 |
 LX5601| LX5616 SPRINGS SCHOOL CUPOLA               APPROX. 5.1 KM 2471342.0 |
 LX5601| LX5615 DEEP HOLE FACTORY EAST GABLE        APPROX. 3.2 KM 2583733.5 |
 LX5601| LX5612 DEEP HOLE FACTORY CHIMNEY           APPROX. 3.2 KM 2593359.5 |
 LX5601| LX5617 FIREPLACE GREEN TANK                APPROX. 4.7 KM 2890550.5 |
 LX5601| LX5602 BOAT HOUSE WEST GABLE               APPROX. 6.2 KM 3500802.9 |
 LX5601| LX5585 OLD WINDMILL                        APPROX. 6.3 KM 3513116.4 |
 LX5601|---------------------------------------------------------------------|
 LX5601
 LX5601                          SUPERSEDED SURVEY CONTROL
 LX5601
 LX5601  NAD 83(1996)-  41 02 07.63595(N)    072 05 58.02630(W) AD(       ) 2
 LX5601  NAD 83(1992)-  41 02 07.63429(N)    072 05 58.02557(W) AD(       ) 2
 LX5601  NAD 83(1986)-  41 02 07.63609(N)    072 05 58.03254(W) AD(       ) 2
 LX5601  NAD 27      -  41 02 07.26800(N)    072 05 59.75600(W) AD(       ) 2
 LX5601
 LX5601.Superseded values are not recommended for survey control.
 LX5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5601.See file dsdata.txt to determine how the superseded data were derived.
 LX5601
 LX5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4382446747(NAD 83)
 LX5601_MARKER: Z = SEE DESCRIPTION
 LX5601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LX5601_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LX5601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5601
 LX5601  HISTORY     - Date     Condition        Report By
 LX5601  HISTORY     - 1911     MONUMENTED       CGS
 LX5601  HISTORY     - 1928     GOOD             CGS
 LX5601  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5601  HISTORY     - 1965     MARK NOT FOUND   CGS
 LX5601  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LX5601
 LX5601                          STATION DESCRIPTION
 LX5601
 LX5601'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (WMS)
 LX5601'LOCATED ON CARTWRIGHT ISLAND, S SIDE OF GARDINERS BAY, ABOUT
 LX5601'MIDWAY BETWEEN THE E AND W BEACHES.  N OF THE STATION ARE TWO
 LX5601'HOUSES SOMETIMES OCCUPIED BY FISHERMEN.  THE STATION IS DIRECTLY
 LX5601'ON RANGE WITH W TANGENT TO THESE HOUSES, AND 35 METERS S OF THE S
 LX5601'HOUSE.  FISHERMEN REPORT THAT ICE IS SOMETIMES CARRIED OVER THE
 LX5601'ISLAND BY WINTER STORMS.  THE PERMANENCY OF THE STATION IS
 LX5601'DOUBTFUL, ALTHOUGH IT MAY LAST FIVE OR TEN YEARS.  THE HOUSES
 LX5601'HAVE BEEN IN THEIR PRESENT LOCATION FOR ABOUT 5 YEARS.  THE
 LX5601'STATION PLOTS GRAPHICALLY ON THE CHART ABOUT 200 METERS S OF THE
 LX5601'ISLAND, INDICATING CONSIDERABLE CHANGE SINCE THE SURVEY WAS
 LX5601'MADE.
 LX5601'
 LX5601'SUB-SURFACE MARK IS A PINT BEER BOTTLE BURIED AT WATER LEVEL,
 LX5601'ABOUT 5 FEET BELOW SURFACE.  IT IS SURROUNDED BY SEVERAL BUCKETSFUL
 LX5601'OF COARSE BEACH GRAVEL.  THE NECK OF THE BOTTLE IS FLUSH WITH
 LX5601'THE SURROUNDING GRAVEL.
 LX5601'
 LX5601'SURFACE MARK IS A REGULATION BRASS CAP SCREWED ONTO A 3-INCH
 LX5601'IRON PIPE 5 FEET LONG, LEFT PROJECTING ABOUT 4 INCHES ABOVE THE
 LX5601'SURFACE.  ABOUT HALF A BARREL OF COARSE GRAVEL WAS PLACED AROUND
 LX5601'THE PIPE AND ABOUT 6 INCHES OF SAND INTERVENE BETWEEN ITS LOWER
 LX5601'END AND THE SUB-SURFACE MARK.  REFERENCE MARK IS A SPIKE IN
 LX5601'CENTER OF A 6-INCH TRIANGLE FORMED BY 3 OTHER SPIKES, DRIVEN TO
 LX5601'THEIR HEADS INTO THE SW CORNER POST OF THE S HOUSE.  THE SPIKES
 LX5601'ARE ABOUT 1-FOOT ABOVE THE GROUND.  REFERENCE MARK IS 34.92
 LX5601'METERS (114.6 FEET) FROM THE STATION, IN BEARING N 4 DEG 35 MIN E.
 LX5601
 LX5601                          STATION RECOVERY (1928)
 LX5601
 LX5601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LX5601'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.  STATION NOT
 LX5601'RECOVERED AS ORIGINALLY DESCRIBED.  THE ISLAND HAS BEEN
 LX5601'BUILT UP AND IS NOW APPROXIMATELY 1-1/4 MILES IN LENGTH, EXTENDING
 LX5601'IN A NORTHERLY AND SOUTHERLY DIRECTION.  THE HOUSES REFERRED TO
 LX5601'IN THE ORIGINAL DESCRIPTION, ARE NO LONGER THERE.  THE STATION
 LX5601'IS NOW APPROXIMATELY IN THE CENTER OF THE ISLAND.  THE S HALF
 LX5601'OF THE ISLAND, FROM THE STATION SITE TO THE SOUTHERN END, IS
 LX5601'THE HIGHEST PART, WITH AN APPROXIMATE ELEVATION OF 8 FEET ON
 LX5601'THE EASTERN EDGE AND IS COVERED WITH GRASS.  ABOUT 150
 LX5601'METERS S OF THE STATION THERE IS A SMALL MARSH ABOUT 10
 LX5601'METERS LONG AND 5 METERS WIDE.  THERE IS ALSO A SMALL SHACK
 LX5601'(WITH CONCRETE FOUNDATION) ABOUT 8 BY 6 FEET AND 7 FEET
 LX5601'HIGH, AT A DISTANCE OF 27.8 METERS S BY W OF THE STATION.
 LX5601'THIS DISTANCE IS MEASURED TO THE NW CORNER.  THE SHACK IS
 LX5601'PROBABLY USED AS A GUN HOUSE.
 LX5601'
 LX5601'THE NORTHERN END OF THE ISLAND IS LOW AND NOT COVERED WITH
 LX5601'GRASS, PROBABLY WASHED OVER DURING HEAVY WEATHER.
 LX5601'
 LX5601'A REFERENCE MARK WAS ESTABLISHED, MADE UP OF A 5-FOOT LENGTH
 LX5601'OF 3 1/2-INCH PIPE SET 3-1/2 FEET IN THE GROUND AND SURROUNDED
 LX5601'BY CONCRETE.  A REGULATION REFERENCE MARK DISK WAS CEMENTED IN
 LX5601'THE TOP.  DISTANCE TO REFERENCE MARK NO.1 - 19.29 METERS.
 LX5601'WOODHOUSE REFERENCE MARK NO.1 - 338 DEG 05 MIN 03.7 SEC.  DISTANCE
 LX5601'TO CORNER OF SHACK - 27.8 METERS WOODHOUSE CORNER - 338
 LX5601'DEG 06 MIN 45 SEC.  DISTANCE TO HIGH-WATER LINE W SIDE - 69.15
 LX5601'METERS.  DISTANCE TO GRASS LINE W SIDE - 39
 LX5601'METERS.  DISTANCE TO HIGH-WATER LINE E SIDE - 32.8 METERS.
 LX5601'DISTANCE TO GRASS LINE E SIDE - 27 METERS.
 LX5601
 LX5601                          STATION RECOVERY (1934)
 LX5601
 LX5601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LX5601'THE STATION IS LOCATED ON CARTWRIGHT ISLAND, AN ISLAND EXTENDING
 LX5601'OFF THE S TIP OF GARDINERS ISLAND.  IT IS NEAR THE NORTHERN
 LX5601'END OF THE ISLAND, ABOUT 160 METERS S OF THE GRASS LINE AT THE
 LX5601'NORTHERN END OF THE ISLAND.  25 METERS FROM THE EASTERN
 LX5601'SHORE.  AND 105 METERS FROM THE WESTERN SHORE.  IT IS ABOUT 22
 LX5601'METERS NE OF A SMALL DESERTED FISHING SHACK.
 LX5601'
 LX5601'THE STATION WAS MARKED BY AN IRON PIPE WITH A STANDARD BRONZE
 LX5601'DISK SCREWED ON THE TOP.  THIS IRON PIPE HAD BROKEN OFF ABOUT 8
 LX5601'INCHES FROM THE TOP.  REFERENCE MARK WAS INTACT.
 LX5601'
 LX5601'STATION MARK AND REFERENCE MARK WERE UNSTAMPED.
 LX5601
 LX5601                          STATION RECOVERY (1965)
 LX5601
 LX5601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5601'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  ACCORDING TO A
 LX5601'LOCAL RESIDENT, THE ISLAND WASHED INTO OR THE NORTH END WASHED
 LX5601'AWAY IN THE STORM OF 1938.  IT APPEARS THAT THIS STATION HAS
 LX5601'BEEN DESTROYED.
 LX5601
 LX5601                          STATION RECOVERY (2001)
 LX5601
 LX5601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LX5601'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5603 ***********************************************************************
 LX5603  DESIGNATION -  CARTWRIGHT 2
 LX5603  PID         -  LX5603
 LX5603  STATE/COUNTY-  NY/SUFFOLK
 LX5603  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5603
 LX5603                         *CURRENT SURVEY CONTROL
 LX5603  ___________________________________________________________________
 LX5603* NAD 83(1996)-  41 01 34.75883(N)    072 06 13.82396(W)     ADJUSTED  
 LX5603* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5603  ___________________________________________________________________
 LX5603  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LX5603  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LX5603
 LX5603  HORZ ORDER  -  FIRST
 LX5603
 LX5603.The horizontal coordinates were established by classical geodetic methods
 LX5603.and adjusted by the National Geodetic Survey in January 1999..
 LX5603
 LX5603.The orthometric height was scaled from a topographic map.
 LX5603
 LX5603.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5603
 LX5603.The geoid height was determined by GEOID03.
 LX5603
 LX5603;                    North         East     Units Scale Factor Converg.
 LX5603;SPC NY L     -    97,188.616   459,457.775   MT  0.99999962   +1 14 24.9
 LX5603;SPC NY L     -   318,859.65  1,507,404.38   sFT  0.99999962   +1 14 24.9
 LX5603;UTM  18      - 4,545,720.348   743,489.093   MT  1.00032975   +1 54 07.2
 LX5603
 LX5603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5603!SPC NY L     -   1.00000479  x   0.99999962  =   1.00000441
 LX5603!UTM  18      -   1.00000479  x   1.00032975  =   1.00033454
 LX5603
 LX5603:                Primary Azimuth Mark                     Grid Az
 LX5603:SPC NY L     -  HITHER HILLS FAA NW RADIO TWR            085 19 43.8
 LX5603:UTM  18      -  HITHER HILLS FAA NW RADIO TWR            084 40 01.5
 LX5603
 LX5603|---------------------------------------------------------------------|
 LX5603| PID    Reference Object                     Distance      Geod. Az  |
 LX5603|                                                           dddmmss.s |
 LX5603| LW3213 HITHER HILLS FAA NW RADIO TWR       APPROX.10.8 KM 0863408.7 |
 LX5603| LW3201 HITHER HILLS FAA SE RADIO TWR       APPROX.10.9 KM 0863935.8 |
 LX5603| KU4129 NAPEAGUE RADIO WSL EAST MAST        APPROX. 5.4 KM 1251638.1 |
 LX5603| KU4128 NAPEAGUE RADIO WSL WEST MAST        APPROX. 5.2 KM 1280722.2 |
 LX5603| KU4132 AMAGANSETT ELEC LT PLANT CHIM       APPROX. 4.0 KM 1675846.0 |
 LX5603| LX5605 AMAGANSETT BROADVIEW EST N TK       APPROX. 2.9 KM 2120803.7 |
 LX5603| LX5607 AMAGANSETT BROADVIEW EST S TK       APPROX. 2.9 KM 2121143.7 |
 LX5603| CZ7165 CARTWRIGHT 2 RM 1                    10.795 METERS 21324     |
 LX5603| CZ7166 CARTWRIGHT 2 RM 2                    14.389 METERS 31333     |
 LX5603|---------------------------------------------------------------------|
 LX5603
 LX5603                          SUPERSEDED SURVEY CONTROL
 LX5603
 LX5603  NAD 83(1996)-  41 01 34.75886(N)    072 06 13.82406(W) AD(       ) 1
 LX5603  NAD 83(1992)-  41 01 34.75721(N)    072 06 13.82342(W) AD(       ) 1
 LX5603  NAD 83(1986)-  41 01 34.75903(N)    072 06 13.83046(W) AD(       ) 1
 LX5603  NAD 27      -  41 01 34.40046(N)    072 06 15.55548(W) AD(       ) 1
 LX5603
 LX5603.Superseded values are not recommended for survey control.
 LX5603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5603.See file dsdata.txt to determine how the superseded data were derived.
 LX5603
 LX5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4348945720(NAD 83)
 LX5603_MARKER: DS = TRIANGULATION STATION DISK
 LX5603_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 LX5603_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LX5603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5603
 LX5603  HISTORY     - Date     Condition        Report By
 LX5603  HISTORY     - 1965     MONUMENTED       CGS
 LX5603  HISTORY     - 20010331 GOOD             NGS
 LX5603
 LX5603                          STATION DESCRIPTION
 LX5603
 LX5603'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5603'THE STATION IS NEAR THE SOUTHWEST END OF CARTWRIGHT ISLAND, ABOUT
 LX5603'5 MILES EAST AND 4-3/4 MILES NORTH OF EAST HAMPTON, ABOUT 4-1/2
 LX5603'MILES NORTHEAST OF AMAGANSETT AND ABOUT 2-1/2 MILES WEST OF THE
 LX5603'INLET TO NAPEAGUE HARBOR.
 LX5603'
 LX5603'THE STATION IS BEST REACHED BY BOAT FROM THE END OF GERALD DRIVE
 LX5603'ON THE EAST SIDE OF ACABONACK HARBOR BY GOING EAST FOR ABOUT 2-1/2
 LX5603'MILES TO CARTWRIGHT ISLAND.
 LX5603'
 LX5603'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CARTWRIGHT
 LX5603'2 1965, SET IN THE TOP OF A 4 INCH ORANGEBURG PIPE FILLED WITH
 LX5603'CONCRETE AND PROJECTS 10 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 LX5603'MARK IS A STANDARD DISK STAMPED CARTWRIGHT 2 1965, SET IN THE TOP
 LX5603'OF A 4 INCH ORANGEBURG PIPE FILLED WITH CONCRETE THAT IS 36
 LX5603'INCHES BELOW THE GROUND.  THE STATION IS ABOUT 700 FEET NORTHEAST
 LX5603'OF THE SOUTHWEST END OF THE ISLAND, 130 FEET SOUTHEAST OF THE
 LX5603'HIGH WATER LINE ON THE NORTHWEST EDGE OF THE ISLAND, 80
 LX5603'FEET NORTHWEST OF THE HIGH WATER LINE ON THE SOUTHEAST EDGE OF
 LX5603'THE ISLAND AND 7.0 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX5603'
 LX5603'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARTWRIGHT 2 NO 1
 LX5603'1965, SET IN THE TOP OF A 4 INCH ORANGEBURG PIPE FILLED WITH
 LX5603'CONCRETE AND PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS 84 FEET
 LX5603'NORTHWEST OF THE HIGH WATER LINE ON THE SOUTHEAST SIDE OF THE
 LX5603'ISLAND.
 LX5603'
 LX5603'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARTWRIGHT 2 NO 2
 LX5603'1965 SET IN THE TOP OF A 4 INCH ORANGEBURG PIPE FILLED WITH
 LX5603'CONCRETE AND PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS 82
 LX5603'FEET SOUTHEAST OF THE HIGH WATER LINE ON THE NORTHWEST SIDE OF THE
 LX5603'ISLAND AND 47 FEET NORTHWEST OF THE METAL WITNESS POST.
 LX5603
 LX5603                          STATION RECOVERY (2001)
 LX5603
 LX5603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LX5603'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8192 ***********************************************************************
 AA8192  DESIGNATION -  CARVER FALLS
 AA8192  PID         -  AA8192
 AA8192  STATE/COUNTY-  NY/WASHINGTON
 AA8192  USGS QUAD   -  BENSON (1946)
 AA8192
 AA8192                         *CURRENT SURVEY CONTROL
 AA8192  ___________________________________________________________________
 AA8192* NAD 83(1996)-  43 37 35.90885(N)    073 18 26.16560(W)     ADJUSTED  
 AA8192* NAVD 88     -        72.3    (meters)     237.     (feet)  GPS OBS   
 AA8192  ___________________________________________________________________
 AA8192  X           -   1,328,258.325 (meters)                     COMP
 AA8192  Y           -  -4,429,356.918 (meters)                     COMP
 AA8192  Z           -   4,378,186.898 (meters)                     COMP
 AA8192  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 AA8192  ELLIP HEIGHT-          42.89  (meters)          (12/03/02) GPS OBS
 AA8192  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AA8192
 AA8192  HORZ ORDER  -  FIRST
 AA8192  ELLP ORDER  -  FOURTH    CLASS II
 AA8192
 AA8192.The horizontal coordinates were established by GPS observations
 AA8192.and adjusted by the National Geodetic Survey in January 1999..
 AA8192
 AA8192.The orthometric height was determined by GPS observations and a
 AA8192.high-resolution geoid model.
 AA8192
 AA8192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8192
 AA8192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8192
 AA8192.The ellipsoidal height was determined by GPS observations
 AA8192.and is referenced to NAD 83.
 AA8192
 AA8192.The geoid height was determined by GEOID03.
 AA8192
 AA8192;                    North         East     Units Scale Factor Converg.
 AA8192;SPC NY E     -   532,975.397   246,253.048   MT  1.00001392   +0 49 22.8
 AA8192;SPC NY E     - 1,748,603.45    807,915.21   sFT  1.00001392   +0 49 22.8
 AA8192;UTM  18      - 4,831,798.122   636,562.388   MT  0.99982939   +1 10 05.1
 AA8192
 AA8192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8192!SPC NY E     -   0.99999327  x   1.00001392  =   1.00000719
 AA8192!UTM  18      -   0.99999327  x   0.99982939  =   0.99982267
 AA8192
 AA8192                          SUPERSEDED SURVEY CONTROL
 AA8192
 AA8192  ELLIP H (01/11/99)   42.90   (m)                       GP(       ) 4 1
 AA8192  NAD 83(1996)-  43 37 35.90885(N)    073 18 26.16560(W) AD(       ) 1
 AA8192  NAD 83(1992)-  43 37 35.90712(N)    073 18 26.16458(W) AD(       ) 1
 AA8192  ELLIP H (06/21/95)   42.87   (m)                       GP(       ) 4 1
 AA8192
 AA8192.Superseded values are not recommended for survey control.
 AA8192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8192.See file dsdata.txt to determine how the superseded data were derived.
 AA8192
 AA8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP3656231798(NAD 83)
 AA8192_MARKER: DD = SURVEY DISK
 AA8192_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA8192_SP_SET: WING WALL OF DAM
 AA8192_MARK LOGO: NONE  
 AA8192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8192+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8192
 AA8192  HISTORY     - Date     Condition        Report By
 AA8192  HISTORY     - 1994     MONUMENTED       CVPS
 AA8192
 AA8192                          STATION DESCRIPTION
 AA8192
 AA8192'DESCRIBED BY VT PUBLIC SERVICE 1994 (SE)
 AA8192'GENERAL LOCATION HAMPTON, CAVER FALLS DAM, 30 KM (18.65 MI) WEST OF
 AA8192'RUTLAND, 12 KM (7.45 MI) NORTHEAST OF WHITEHALL.  OWNERSHIP, CENTRAL
 AA8192'VERMONT PUBLIC SERVICE, CONTACT STEVE EDGERTON 802/747-5772.
 AA8192' 
 AA8192'TO REACH FROM THE JUNCTION OF RTE 4 AND RTE 22A GO SOUTH ON RTE 22A
 AA8192'FOR 1.0 MI (1.6 KM) TO WEST STR, TURN RIGHT ONTO WEST STR AND GO WEST
 AA8192'FOR 1.6 MI (2.6 KM) TO MANCHESTER ROAD (UNMARKED), TURN RIGHT ONTO
 AA8192'MANCHESTER ROAD AND GO NORTH FOR 2.0 MI (3.2 KM) TO A FORK IN THE
 AA8192'ROAD, TURN RIGHT ONTO THE DIRT ROAD AND GO NORTH FOR 0.4 MI (0.6 KM)
 AA8192'TO A GATE AT THE CVPS CARVER FALL HYDROELECTRIC GENERATING PROJECT AND
 AA8192'TO THE MARK ON A WING WALL INSIDE THE FENCE. THE MARK IS A 2 INCH
 AA8192'DIAMETER BRASS DISK GROUTED INTO A WING WALL OF THE DAM.  MARK IS NOT
 AA8192'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2086 ***********************************************************************
 PG2086  DESIGNATION -  CASCADE
 PG2086  PID         -  PG2086
 PG2086  STATE/COUNTY-  NY/ESSEX
 PG2086  USGS QUAD   -  
 PG2086
 PG2086                         *CURRENT SURVEY CONTROL
 PG2086  ___________________________________________________________________
 PG2086* NAD 83(1996)-  44 13 06.88410(N)    073 51 36.51090(W)     ADJUSTED  
 PG2086* NAVD 88     -      1249.     (meters)    4098.     (feet)  SCALED    
 PG2086  ___________________________________________________________________
 PG2086  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 PG2086  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PG2086
 PG2086  HORZ ORDER  -  SECOND
 PG2086
 PG2086.The horizontal coordinates were established by classical geodetic methods
 PG2086.and adjusted by the National Geodetic Survey in January 1999..
 PG2086
 PG2086.The orthometric height was scaled from a topographic map.
 PG2086
 PG2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2086
 PG2086.The geoid height was determined by GEOID03.
 PG2086
 PG2086;                    North         East     Units Scale Factor Converg.
 PG2086;SPC NY E     -   598,247.248   201,126.714   MT  0.99993214   +0 26 46.5
 PG2086;SPC NY E     - 1,962,749.51    659,863.23   sFT  0.99993214   +0 26 46.5
 PG2086;UTM  18      - 4,896,782.060   591,051.111   MT  0.99970196   +0 47 42.0
 PG2086
 PG2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2086!SPC NY E     -   0.99980861  x   0.99993214  =   0.99974076
 PG2086!UTM  18      -   0.99980861  x   0.99970196  =   0.99951063
 PG2086
 PG2086|---------------------------------------------------------------------|
 PG2086| PID    Reference Object                     Distance      Geod. Az  |
 PG2086|                                                           dddmmss.s |
 PG2086| DA4940 CASCADE RM 2                          4.974 METERS 07904     |
 PG2086| DA4939 CASCADE WM 1 CROSS                    8.100 METERS 19823     |
 PG2086| DA4941 CASCADE WM 2 CROSS                    6.290 METERS 24530     |
 PG2086| PG0941 CASCADE AZ MK                                      2781705.5 |
 PG2086| DA4938 CASCADE RM 1                          5.105 METERS 35430     |
 PG2086|---------------------------------------------------------------------|
 PG2086
 PG2086                          SUPERSEDED SURVEY CONTROL
 PG2086
 PG2086  NAD 83(1996)-  44 13 06.88552(N)    073 51 36.51066(W) AD(       ) 2
 PG2086  NAD 83(1992)-  44 13 06.88714(N)    073 51 36.51706(W) AD(       ) 2
 PG2086  NAD 83(1986)-  44 13 06.89064(N)    073 51 36.51642(W) AD(       ) 2
 PG2086  NAD 27      -  44 13 06.72500(N)    073 51 38.00500(W) AD(       ) 2
 PG2086
 PG2086.Superseded values are not recommended for survey control.
 PG2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2086.See file dsdata.txt to determine how the superseded data were derived.
 PG2086
 PG2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP9105196782(NAD 83)
 PG2086
 PG2086  HISTORY     - Date     Condition        Report By
 PG2086  HISTORY     - 1942     MONUMENTED       CGS
 PG2086  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PG2086  HISTORY     - 1968     SEE DESCRIPTION  LDA
 PG2086
 PG2086                          STATION DESCRIPTION
 PG2086
 PG2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2086'THE STATION IS ABOUT 4-1/2 MILES WNW OF KEENE, ON THE HIGHEST
 PG2086'PART OF THE SUMMIT OF CASCADE MOUNTAIN ON THE PROPERTY OF THE
 PG2086'STATE OF NEW YORK.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN
 PG2086'THE BEDROCK OUTCROP WHICH CAPS THE SUMMIT OF THE PEAK.  IT IS
 PG2086'STAMPED CASCADE 1942.
 PG2086'
 PG2086'AT THE TIME THE STATION WAS OCCUPIED, THE SUMMIT OF THE MOUNTAIN
 PG2086'WAS COVERED WITH ICE AND THE REFERENCE MARKS SET BY THE BUILDING
 PG2086'PARTY WERE NOT LOCATED.  THE OBSERVING PARTY DID CUT TWO CROSSES
 PG2086'IN THE BEDROCK OF THE SUMMIT AND LOCATED THE CROSSES WITH
 PG2086'DISTANCE AND DIRECTION.
 PG2086'
 PG2086'THE AZIMUTH MARK IS ABOUT 2-1/2 MILES W BY N OF THE STATION,
 PG2086'50 FEET N OF THE CENTER LINE OF NEW YORK HIGHWAY 86A OPPOSITE A
 PG2086'LARGE WHITE FRAME HOUSE, AND 7 FEET E OF A WHITE REFERENCE
 PG2086'POST.  IT IS STAMPED CASCADE 1942 AND IS A BRONZE DISK SET IN A
 PG2086'DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 18 INCHES.
 PG2086'
 PG2086'TO REACH THE STATION FROM KEENE GO WESTERLY ON NEW YORK HIGHWAY
 PG2086'86A FOR 6.85 MILES TO A NEW YORK CONSERVATION DEPARTMENT SIGN
 PG2086'ON THE LEFT SIDE OF THE HIGHWAY READING CASCADE AND PORTER
 PG2086'MOUNTAIN TRAIL.  FOLLOW THIS TRAIL TO THE SUMMIT OF THE CASCADE
 PG2086'RIDGE AND THEN GO E UP THE RIDGE TO ITS SUMMIT AND THE STATION.
 PG2086'IT IS ABOUT 2-HOUR PACK.  TO REACH THE AZIMUTH MARK FROM THE END
 PG2086'OF TRUCK TRAVEL CONTINUE WESTERLY ON NEW YORK HIGHWAY 86A FOR
 PG2086'ABOUT 1 MILE TO THE AZIMUTH MARK ON THE N SIDE OF THE
 PG2086'HIGHWAY.
 PG2086'
 PG2086'4-FOOT SIGNALS AT HURRICANE, VALLEY, GIANT, MARCY, HART, AND
 PG2086'JUMP ARE VISIBLE AT 4 FEET.  A 25-FOOT SIGNAL AT SENTINEL IS
 PG2086'VISIBLE AT 4 FEET.  A 37-FOOT SIGNAL AT GRAY IS VISIBLE AT 4 FEET.
 PG2086'
 PG2086'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 PG2086
 PG2086                          STATION RECOVERY (1943)
 PG2086
 PG2086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG2086'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 PG2086'REFERENCE MARKS, NOT FOUND IN 1942 DUE TO ICE AND SNOW, WERE FOUND
 PG2086'AND DISTANCES AND DIRECTIONS TAKEN TO THEM.  DESCRIPTION FOLLOWS--
 PG2086'
 PG2086'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF KEENE,
 PG2086'ON THE HIGHEST PART OF THE SUMMIT OF CASCADE MT.  IT IS A BRONZE
 PG2086'DISK SET IN A DRILL HOLE IN THE BEDROCK OUTCROP WHICH CAPS THE
 PG2086'SUMMIT OF THE PEAK.  IT IS STAMPED CASCADE 1942 NOTE 2.)
 PG2086'
 PG2086'R.M. NO.1 IS NNW OF THE STATION.  IT IS STAMPED CASCADE NO 1
 PG2086'1942.  (NOTE 12A)
 PG2086'
 PG2086'R.M. NO.2 IS WSW OF THE STATION.  IT IS STAMPED CASCADE NO 2
 PG2086'1942.  (NOTE 12A)
 PG2086'
 PG2086'THE AZIMUTH MARK IS APPROXIMATELY 2.5 MILES WEST BY NORTH OF THE
 PG2086'STATION, 50 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY NO.86A
 PG2086'OPPOSITE A LARGE WHITE FRAME HOUSE, 45 FT. NORTH-NORTHEAST OF
 PG2086'POWER LINE POLE NO.LPVE 143 AND 7 FT. EAST OF A WHITE REFERENCE
 PG2086'POST.  IT IS STAMPED CASCADE 1942.  (NOTE 12A)
 PG2086'
 PG2086'TO REACH THE STATION FROM KEENE, GO WESTERLY ON STATE HWY. NO.86A
 PG2086'FOR 6.85 MILES TO A NEW YORK CONSERVATION DEPT. SIGN ON THE LEFT
 PG2086'SIDE OF THE HIGHWAY READING CASCADE AND PORTER MT. TRAIL.  FOLLOW
 PG2086'THIS TRAIL TO THE SUMMIT OF THE CASCADE RIDGE AND THEN GO EAST UP
 PG2086'THE RIDGE TO ITS SUMMIT AND THE STATION.  IT IS A 2 HOUR PACK.
 PG2086'
 PG2086'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 PG2086'WESTERLY ON NO.86A FOR 0.7 MILE TO THE MARK ON THE RIGHT (NORTH)
 PG2086'SIDE OF THE HIGHWAY.
 PG2086'
 PG2086'DISTANCES AND DIRECTIONS TAKEN IN 1943.
 PG2086'
 PG2086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PG2086
 PG2086                          STATION RECOVERY (1968)
 PG2086
 PG2086'RECOVERY NOTE BY L DICKERSON ASSOC 1968
 PG2086'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0941 ***********************************************************************
 PG0941  DESIGNATION -  CASCADE AZ MK
 PG0941  PID         -  PG0941
 PG0941  STATE/COUNTY-  NY/ESSEX
 PG0941  USGS QUAD   -  
 PG0941
 PG0941                         *CURRENT SURVEY CONTROL
 PG0941  ___________________________________________________________________
 PG0941* NAD 83(1986)-  44 13 22.     (N)    073 54 04.     (W)     SCALED    
 PG0941* NAVD 88     -       636.186  (meters)    2087.22   (feet)  ADJUSTED  
 PG0941  ___________________________________________________________________
 PG0941  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PG0941  DYNAMIC HT  -         636.056 (meters)    2086.79  (feet)  COMP
 PG0941  MODELED GRAV-     980,392.2   (mgal)                       NAVD 88
 PG0941
 PG0941  VERT ORDER  -  SECOND    CLASS 0
 PG0941
 PG0941.The horizontal coordinates were scaled from a topographic map and have
 PG0941.an estimated accuracy of +/- 6 seconds.
 PG0941
 PG0941.The orthometric height was determined by differential leveling
 PG0941.and adjusted by the National Geodetic Survey in June 1991..
 PG0941
 PG0941.The geoid height was determined by GEOID03.
 PG0941
 PG0941.The dynamic height is computed by dividing the NAVD 88
 PG0941.geopotential number by the normal gravity value computed on the
 PG0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0941.degrees latitude (g = 980.6199 gals.).
 PG0941
 PG0941.The modeled gravity was interpolated from observed gravity values.
 PG0941
 PG0941;                    North         East    Units  Estimated Accuracy
 PG0941;SPC NY E     -   598,690.      197,850.      MT  (+/- 180 meters Scaled)
 PG0941
 PG0941                          SUPERSEDED SURVEY CONTROL
 PG0941
 PG0941  NGVD 29 (??/??/??)  636.276  (m)         2087.52   (f) ADJUSTED    2 0
 PG0941
 PG0941.Superseded values are not recommended for survey control.
 PG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0941.See file dsdata.txt to determine how the superseded data were derived.
 PG0941
 PG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP877972(NAD 83)
 PG0941_MARKER: DZ = AZIMUTH MARK DISK
 PG0941_SETTING: 80 = SET IN A BOULDER
 PG0941_SP_SET: BOULDER
 PG0941_STAMPING: CASCADE 1942
 PG0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0941+STABILITY: SURFACE MOTION
 PG0941
 PG0941  HISTORY     - Date     Condition        Report By
 PG0941  HISTORY     - 1942     MONUMENTED       CGS
 PG0941  HISTORY     - 1955     GOOD             CGS
 PG0941
 PG0941                          STATION DESCRIPTION
 PG0941
 PG0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0941'7.1 MI SE FROM LAKE PLACID.
 PG0941'ABOUT 7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 86 A FROM THE POST
 PG0941'OFFICE AT LAKE PLACID, ABOUT 7.35 MILES WEST ALONG THE HIGHWAY FROM
 PG0941'THE JUNCTION OF STATE HIGHWAY 9 N AT KEENE, 0.55 MILE SOUTHEAST OF THE
 PG0941'JUNCTION OF A ROAD SOUTHWEST TO OLYMPIA BOB SLED RUN, IN THE TOP OF A
 PG0941'BOULDER THAT IS ABOUT 3 X 7 FEET IN EXPOSED AREA AND IS  FLUSH WITH
 PG0941'THE GROUND, 55 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 108
 PG0941'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF
 PG0941'ALFRED GREYS RESIDENCE, 13 1/2 FEET NORTHEAST OF THE NORTH CORNER OF A
 PG0941'MUCH LARGER AND MORE PROMINENT BOULDER AND ABOUT 4 FEET BELOW THE
 PG0941'LEVEL OF THE HIGHWAY.  THE MARK IS 0.15 MILE NORTHWEST OF NORTH
 PG0941'COUNTRY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1775 ***********************************************************************
 NC1775  DESIGNATION -  CASELAR
 NC1775  PID         -  NC1775
 NC1775  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1775  USGS QUAD   -  SHERMAN (1954)
 NC1775
 NC1775                         *CURRENT SURVEY CONTROL
 NC1775  ___________________________________________________________________
 NC1775* NAD 83(1996)-  42 11 07.18938(N)    079 32 48.84330(W)     ADJUSTED  
 NC1775* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 NC1775  ___________________________________________________________________
 NC1775  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 NC1775  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NC1775
 NC1775  HORZ ORDER  -  THIRD
 NC1775
 NC1775.The horizontal coordinates were established by classical geodetic methods
 NC1775.and adjusted by the National Geodetic Survey in January 1999..
 NC1775
 NC1775.The orthometric height was scaled from a topographic map.
 NC1775
 NC1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1775
 NC1775.The geoid height was determined by GEOID03.
 NC1775
 NC1775;                    North         East     Units Scale Factor Converg.
 NC1775;SPC NY W     -   243,127.745   270,404.358   MT  1.00001543   -0 38 49.6
 NC1775;SPC NY W     -   797,661.61    887,151.63   sFT  1.00001543   -0 38 49.6
 NC1775;UTM  17      - 4,671,375.496   619,993.671   MT  0.99977716   +0 58 33.3
 NC1775
 NC1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1775!SPC NY W     -   0.99992053  x   1.00001543  =   0.99993596
 NC1775!UTM  17      -   0.99992053  x   0.99977716  =   0.99969771
 NC1775
 NC1775:                Primary Azimuth Mark                     Grid Az
 NC1775:SPC NY W     -  BATES                                    159 27 13.1
 NC1775:UTM  17      -  BATES                                    157 49 50.2
 NC1775
 NC1775|---------------------------------------------------------------------|
 NC1775| PID    Reference Object                     Distance      Geod. Az  |
 NC1775|                                                           dddmmss.s |
 NC1775| NC1774 BATES                               APPROX. 5.4 KM 1584823.5 |
 NC1775|---------------------------------------------------------------------|
 NC1775
 NC1775                          SUPERSEDED SURVEY CONTROL
 NC1775
 NC1775  NAD 83(1986)-  42 11 07.19017(N)    079 32 48.84306(W) AD(       ) 3
 NC1775  NAD 27      -  42 11 06.99942(N)    079 32 49.59939(W) AD(       ) 3
 NC1775
 NC1775.Superseded values are not recommended for survey control.
 NC1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1775.See file dsdata.txt to determine how the superseded data were derived.
 NC1775
 NC1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1999471375(NAD 83)
 NC1775_MARKER: DD = SURVEY DISK
 NC1775_SETTING: 0 = UNSPECIFIED SETTING
 NC1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1775
 NC1775  HISTORY     - Date     Condition        Report By
 NC1775  HISTORY     - 1902     MONUMENTED       USGS
 NC1775  HISTORY     - 20021022 MARK NOT FOUND   INDIV
 NC1775
 NC1775                          STATION DESCRIPTION
 NC1775
 NC1775'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NC1775'LOCATED IN THE SOUTHWESTERN CORNER OF CHAUTAUQUA TOWNSHIP, ON LAND
 NC1775'OWNED BY RM. CASELAR.
 NC1775'
 NC1775'STATION MARK, A STONE POST 40- BY 6- BY 6-IN. SET 36 IN. IN GROUND,
 NC1775'IN CENTER OF TOP OF WHICH IS CEMENTED A BRONZE TRIANGULATION DISK.
 NC1775
 NC1775                          STATION RECOVERY (2002)
 NC1775
 NC1775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJH)
 NC1775'MARK IS NOW LOCATED ON NYS FOREST LAND AND IS IN A HEAVILY WOODED AREA
 NC1775'WITH NO VIEW IN ANY DIRECTION.  IT APPEARS THE MARK HAS BEEN OVERGROWN
 NC1775'BY AN 18 INCH TREE STUMP AND WAS NOT RECOVERABLE BY ME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1066 ***********************************************************************
 NC1066  DESIGNATION -  CASELL
 NC1066  PID         -  NC1066
 NC1066  STATE/COUNTY-  NY/ERIE
 NC1066  USGS QUAD   -  EAST AURORA (1965)
 NC1066
 NC1066                         *CURRENT SURVEY CONTROL
 NC1066  ___________________________________________________________________
 NC1066* NAD 83(1996)-  42 55 17.31211(N)    078 30 16.48504(W)     ADJUSTED  
 NC1066* NAVD 88     -       269.8    (meters)     885.     (feet)  VERTCON   
 NC1066  ___________________________________________________________________
 NC1066  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 NC1066  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NC1066
 NC1066  HORZ ORDER  -  FIRST
 NC1066
 NC1066.The horizontal coordinates were established by classical geodetic methods
 NC1066.and adjusted by the National Geodetic Survey in January 1999..
 NC1066
 NC1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1066
 NC1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1066
 NC1066.The geoid height was determined by GEOID03.
 NC1066
 NC1066;                    North         East     Units Scale Factor Converg.
 NC1066;SPC NY W     -   324,450.152   356,429.460   MT  0.99993801   +0 03 13.1
 NC1066;SPC NY W     - 1,064,466.87  1,169,385.65   sFT  0.99993801   +0 03 13.1
 NC1066;UTM  17      - 4,755,116.105   703,661.232   MT  1.00011030   +1 41 59.8
 NC1066
 NC1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1066!SPC NY W     -   0.99996312  x   0.99993801  =   0.99990114
 NC1066!UTM  17      -   0.99996312  x   1.00011030  =   1.00007342
 NC1066
 NC1066:                Primary Azimuth Mark                     Grid Az
 NC1066:SPC NY W     -  ALDEN BENNETT MGH CO TANK                159 44 37.5
 NC1066:UTM  17      -  ALDEN BENNETT MGH CO TANK                158 05 50.8
 NC1066
 NC1066|---------------------------------------------------------------------|
 NC1066| PID    Reference Object                     Distance      Geod. Az  |
 NC1066|                                                           dddmmss.s |
 NC1066| NC0960 ALDEN BENNETT MGH CO TANK           APPROX. 3.0 KM 1594750.6 |
 NC1066| NC0957 ALDEN STANDPIPE                     APPROX. 2.6 KM 1611833.3 |
 NC1066| NC1070 ALDEN CENTER ST JOHNS CATH CH       APPROX. 1.9 KM 2324211.9 |
 NC1066| NC1089 POTTER                              APPROX. 6.3 KM 2344606.6 |
 NC1066| NC1097 MILLGROVE PENITENTIARY S STACK      APPROX. 3.3 KM 2881058.5 |
 NC1066|---------------------------------------------------------------------|
 NC1066
 NC1066                          SUPERSEDED SURVEY CONTROL
 NC1066
 NC1066  NAD 83(1986)-  42 55 17.31883(N)    078 30 16.48200(W) AD(       ) 1
 NC1066  NAD 27      -  42 55 17.10459(N)    078 30 17.40008(W) AD(       ) 1
 NC1066  NGVD 29 (07/19/86)  270.0    (m)          886.     (f) VERT ANG       
 NC1066
 NC1066.Superseded values are not recommended for survey control.
 NC1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1066.See file dsdata.txt to determine how the superseded data were derived.
 NC1066
 NC1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0366155116(NAD 83)
 NC1066_MARKER: DS = TRIANGULATION STATION DISK
 NC1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1066
 NC1066  HISTORY     - Date     Condition        Report By
 NC1066  HISTORY     - 1972     MONUMENTED       NGS
 NC1066
 NC1066                          STATION DESCRIPTION
 NC1066
 NC1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1066'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.
 NC1066'
 NC1066'THE STATION IS LOCATED ABOUT 9 MILES EAST OF LANCASTER, 2-1/2
 NC1066'MILES EAST-SOUTHEAST OF THE ERIE COUNTY PENITENTIARY, 2 MILES
 NC1066'WEST OF THE ERIE-GENESEE COUNTY LINE, 1-1/2 MILES NORTH OF ALDEN
 NC1066'AND ON PROPERTY OF THE LEHIGH VALLEY RAILROAD COMPANY.
 NC1066'
 NC1066'TO REACH THE STATION FROM THE POST OFFICE IN ALDEN AT THE
 NC1066'JUNCTION OF STATE HIGHWAY 239 AND U.S. HIGHWAY 20, GO EAST ON
 NC1066'U.S. HIGHWAY 20 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 NC1066'AND GO NORTH ON CRITTENDEN STREET FOR 1.45 MILES TO A SIDE ROAD
 NC1066'LEFT.  TURN LEFT AND GO WEST ON NORTH ROAD FOR 0.55 MILE TO
 NC1066'MR. LUDWIGS MAIL BOX AND HOUSE ON THE LEFT (HOUSE NO. 13073) AND
 NC1066'THE STATION ON THE RIGHT ON THE TOP OF A SMALL HILL.
 NC1066'
 NC1066'STATION MARKS ARE STANDARD DISKS STAMPED CASELL 1972.  THE
 NC1066'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NC1066'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 NC1066'IS 132 FEET NORTH OF THE CENTER OF NORTH ROAD, 28 FEET NORTHEAST
 NC1066'OF A 14-INCH APPLE TREE AND 4.4 FEET WEST OF A METAL WITNESS
 NC1066'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NC1066'MASS OF CONCRETE 46 INCHES BELOW THE SURFACE OF THE GROUND.
 NC1066'
 NC1066'REFERENCE MARK 1, A STANDARD DISK STAMPED CASELL NO 1 1972,
 NC1066'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NC1066'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 182
 NC1066'FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 75.2 FEET
 NC1066'NORTH OF THE CENTER OF THE NORTH ROAD, 2.5 FEET WEST OF A METAL
 NC1066'WITNESS POST AND ABOUT 15 FEET LOWER THAN THE STATION MARK.
 NC1066'
 NC1066'REFERENCE MARK 2, A STANDARD DISK STAMPED CASELL NO 2 1972,
 NC1066'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NC1066'FLUSH WITH THE GROUND SURFACE.  IT IS 7.7 FEET NORTHWEST OF A
 NC1066'6-INCH LOCUST TREE, 5.6 FEET SOUTHEAST OF AN 8-INCH LOCUST TREE
 NC1066'AND 2.3 FEET SOUTH OF A METAL WITNESS POST.
 NC1066'
 NC1066'NOTE--NO SUITABLE LOCATION WAS FOUND FOR REFERENCE MARK 3.
 NC1066'
 NC1066'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4238 ***********************************************************************
 KU4238  DESIGNATION -  CASS
 KU4238  PID         -  KU4238
 KU4238  STATE/COUNTY-  NY/SUFFOLK
 KU4238  USGS QUAD   -  SOUTHAMPTON (1956)
 KU4238
 KU4238                         *CURRENT SURVEY CONTROL
 KU4238  ___________________________________________________________________
 KU4238* NAD 83(1996)-  40 54 01.09504(N)    072 22 41.88746(W)     ADJUSTED  
 KU4238* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU4238  ___________________________________________________________________
 KU4238  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 KU4238  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4238
 KU4238  HORZ ORDER  -  FIRST
 KU4238
 KU4238.The horizontal coordinates were established by classical geodetic methods
 KU4238.and adjusted by the National Geodetic Survey in January 1999..
 KU4238
 KU4238.The orthometric height was scaled from a topographic map.
 KU4238
 KU4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4238
 KU4238.The geoid height was determined by GEOID03.
 KU4238
 KU4238;                    North         East     Units Scale Factor Converg.
 KU4238;SPC NY L     -    82,732.922   436,638.787   MT  0.99999528   +1 03 38.6
 KU4238;SPC NY L     -   271,432.93  1,432,539.09   sFT  0.99999528   +1 03 38.6
 KU4238;UTM  18      - 4,530,999.209   720,831.843   MT  1.00020026   +1 43 02.0
 KU4238
 KU4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4238!SPC NY L     -   1.00000310  x   0.99999528  =   0.99999838
 KU4238!UTM  18      -   1.00000310  x   1.00020026  =   1.00020336
 KU4238
 KU4238|---------------------------------------------------------------------|
 KU4238| PID    Reference Object                     Distance      Geod. Az  |
 KU4238|                                                           dddmmss.s |
 KU4238| CB8351 CASS RM 3                            17.404 METERS 02016     |
 KU4238| CB8349 CASS RM 1                            17.811 METERS 02359     |
 KU4238| KU4208 CASS AZ MK 2                        422.045 METERS 1141019.7 |
 KU4238| CB8348 CASS AZ MK                                         1144223.9 |
 KU4238| CB8350 CASS RM 2                            21.645 METERS 11532     |
 KU4238|---------------------------------------------------------------------|
 KU4238
 KU4238                          SUPERSEDED SURVEY CONTROL
 KU4238
 KU4238  NAD 83(1996)-  40 54 01.09530(N)    072 22 41.88796(W) AD(       ) 1
 KU4238  NAD 83(1992)-  40 54 01.09402(N)    072 22 41.88752(W) AD(       ) 1
 KU4238  NAD 83(1986)-  40 54 01.09730(N)    072 22 41.89348(W) AD(       ) 1
 KU4238  NAD 27      -  40 54 00.73965(N)    072 22 43.58393(W) AD(       ) 1
 KU4238
 KU4238.Superseded values are not recommended for survey control.
 KU4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4238.See file dsdata.txt to determine how the superseded data were derived.
 KU4238
 KU4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2083230999(NAD 83)
 KU4238_MARKER: DS = TRIANGULATION STATION DISK
 KU4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4238+STABILITY: SURFACE MOTION
 KU4238
 KU4238  HISTORY     - Date     Condition        Report By
 KU4238  HISTORY     - 1965     MONUMENTED       CGS
 KU4238  HISTORY     - 1978     GOOD             NGS
 KU4238  HISTORY     - 20010423 GOOD             USPSQD
 KU4238  HISTORY     - 20040423 GOOD             USPSQD
 KU4238
 KU4238                          STATION DESCRIPTION
 KU4238
 KU4238'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4238'THE STATION IS LOCATED ON THE SOUTH SHOULDER OF STATE HIGHWAY
 KU4238'27 ROAD RIGHT-OF-WAY PROPERTY ABOUT 1-1/2 MILES WEST-SOUTHWEST
 KU4238'OF WATER MILL, 1 MILE NORTHEAST OF SOUTHAMPTON AND JUST
 KU4238'SOUTHEAST OF A RAILROAD CROSSING.
 KU4238'
 KU4238'TO REACH THE STATION FROM THE SOUTHAMPTON TOWN HALL, IN
 KU4238'SOUTHAMPTON, GO EAST ON STATE HIGHWAY 27A FOR 1.2 MILES TO THE
 KU4238'JUNCTION OF STATE HIGHWAY 27 AND THE AZIMUTH MARK IN A SMALL
 KU4238'TRAFFIC ISLAND NORTHEAST OF THE TRAFFIC CIRCLE.  TURN LEFT AND
 KU4238'GO WESTERLY ON STATE HIGHWAY 27 FOR 0.35 MILE TO THE STATION ON
 KU4238'THE LEFT JUST BEFORE REACHING THE RAILROAD CROSSING.
 KU4238'
 KU4238'THE STATION MARK IS A STANDARD DISK STAMPED CASS 1965, SET IN
 KU4238'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4238'FLUSH WITH THE GROUND SURFACE.  IT IS 61.0 FEET SOUTHEAST OF
 KU4238'THE SOUTHEAST RAIL OF THE RAILROAD TRACKS, 29.4 FEET SOUTHWEST
 KU4238'OF THE CENTER OF STATE HIGHWAY 27, 25.0 FEET SOUTHEAST OF A
 KU4238'TELEPHONE POLE AND 21.6 FEET NORTHEAST OF A CHAIN LINK FENCE.
 KU4238'
 KU4238'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CASS NO 1 1965, SET
 KU4238'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU4238'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29.0 FEET NORTHEAST
 KU4238'OF THE CENTER OF STATE HIGHWAY 27, 15.9 FEET SOUTHEAST OF THE
 KU4238'SOUTHEAST RAIL OF THE RAILROAD TRACKS, 6.6 FEET EAST OF A
 KU4238'RAILROAD CROSSING SIGNAL AND 1.4 FEET EAST-SOUTHEAST OF A METAL
 KU4238'WITNESS POST.
 KU4238'
 KU4238'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASS NO 2 1965, SET
 KU4238'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU4238'FLUSH WITH THE GROUND SURFACE.  IT IS 132 FEET SOUTHEAST OF THE
 KU4238'SOUTHEAST RAIL OF THE RAILROAD TRACKS, 30.5 FEET SOUTHWEST OF
 KU4238'THE CENTER OF STATE HIGHWAY 27 AND 20.6 FEET NORTHEAST OF A
 KU4238'CHAIN LINK FENCE.
 KU4238'
 KU4238'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CASS 1965, SET IN
 KU4238'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KU4238'WITH THE GROUND SURFACE.  IT IS 46.4 FEET NORTHWEST OF THE CENTER
 KU4238'OF STATE HIGHWAY 27 AND 31.6 FEET EAST-SOUTHEAST OF A STOP SIGN.
 KU4238'
 KU4238'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 KU4238
 KU4238                          STATION RECOVERY (1978)
 KU4238
 KU4238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU4238'RM 2 TO RM 3 ACROSS BUSY HIGHWAY.
 KU4238'
 KU4238'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  THE
 KU4238'AZIMUTH MARK AND REFERENCE MARK 1 WERE DESTROYED, THE AZIMUTH
 KU4238'BY ROAD CONSTRUCTION AND REFERENCE MARK 1 BY BEING HIT AND
 KU4238'HAVING THE TOP KNOCKED OFF.  REFERENCE MARK 2 IS BADLY CHIPPED
 KU4238'BUT IS STILL SOLID.  A LONGER DISTANCE OF 0.010 METER WAS NOTED
 KU4238'TO REFERENCE MARK 2.  AZIMUTH MARK 2 AND REFERENCE MARK 3 WERE
 KU4238'ESTABLISHED AT THIS TIME.  A POLARIS OBSERVATION WAS TAKEN TO
 KU4238'AZIMUTH MARK 2.  A NEW DESCRIPTION FOLLOWS.
 KU4238'
 KU4238'THE STATION IS LOCATED ABOUT 1.5 MILES WEST-SOUTHWEST OF WATER
 KU4238'MILL, 1 MILE NORTHEAST OF SOUTHAMPTON AND ON THE SHOULDER OF
 KU4238'STATE HIGHWAY 27.
 KU4238'
 KU4238'TO REACH THE STATION FROM THE SOUTHAMPTON TOWN HALL IN
 KU4238'SOUTHAMPTON, GO EASTERLY ON STATE HIGHWAY 27A FOR 1.2 MILES
 KU4238'TO THE JUNCTION OF STATE HIGHWAY 27.  TURN LEFT AND GO WEST ON
 KU4238'HIGHWAY 27 FOR 0.1 MILE TO MAYO MOTORS AND AZIMUTH MARK 2 ON
 KU4238'THE RIGHT.  CONTINUE WEST ON HIGHWAY 27 FOR 0.25 MILE TO THE
 KU4238'STATION ON THE LEFT, JUST BEFORE CROSSING RAILROAD TRACKS.
 KU4238'
 KU4238'THE STATION MARK IS A STANDARD DISK STAMPED CASS 1965, SET IN
 KU4238'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KU4238'WITH THE GROUND SURFACE.  IT IS 54 FEET SOUTHEAST OF THE
 KU4238'SOUTHEAST RAIL OF RAILROAD TRACKS, 29.5 FEET SOUTHWEST OF THE
 KU4238'CENTER OF HIGHWAY 27, 25 FEET SOUTHEAST OF A TELEPHONE POLE AND
 KU4238'22 FEET NORTHEAST OF A CHAIN LINK FENCE.
 KU4238'
 KU4238'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASS NO 2 1965, SET
 KU4238'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KU4238'FLUSH WITH THE GROUND SURFACE.  IT IS 128 FEET SOUTHEAST OF
 KU4238'THE SOUTHEAST RAIL OF RAILROAD TRACKS, 30.5 FEET SOUTHWEST OF
 KU4238'THE CENTER OF HIGHWAY 27 AND 20 FEET NORTHEAST OF THE CHAIN
 KU4238'LINK FENCE.
 KU4238'
 KU4238'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASS 1965 NO 3
 KU4238'1978, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4238'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27.5 FEET NORTHEAST
 KU4238'OF THE CENTER OF HIGHWAY 27, 14 FEET SOUTHEAST OF THE SOUTHEAST
 KU4238'RAIL OF RAILROAD TRACKS AND 2.5 FEET EAST OF A RAILROAD CROSSING
 KU4238'SIGNAL LIGHT.
 KU4238'
 KU4238'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED CASS 1965 NO 2 1978,
 KU4238'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KU4238'IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET NORTHEAST OF
 KU4238'THE CENTER OF HIGHWAY 27, 33 FEET SOUTH-SOUTHEAST OF THE
 KU4238'SOUTHEAST CORNER OF MAYO MOTORS BUILDING, 2 FEET NORTHEAST OF
 KU4238'THE EDGE OF SIDEWALK AND 2 FEET WEST-NORTHWEST OF THE EDGE OF
 KU4238'DRIVEWAY FOR THE ENCHANTED POOLS.
 KU4238'
 KU4238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4238'1 MILE NORTHEAST OF SOUTHAMPTON.
 KU4238
 KU4238                          STATION RECOVERY (2001)
 KU4238
 KU4238'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU4238'RECOVERED IN GOOD CONDITION.
 KU4238
 KU4238                          STATION RECOVERY (2004)
 KU4238
 KU4238'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU4238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9614 ***********************************************************************
 AA9614  DESIGNATION -  CASS
 AA9614  PID         -  AA9614
 AA9614  STATE/COUNTY-  NY/NASSAU
 AA9614  USGS QUAD   -  SEA CLIFF (1979)
 AA9614
 AA9614                         *CURRENT SURVEY CONTROL
 AA9614  ___________________________________________________________________
 AA9614* NAD 83(1996)-  40 47 49.60958(N)    073 42 40.23018(W)     ADJUSTED  
 AA9614* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 AA9614  ___________________________________________________________________
 AA9614  X           -   1,356,208.243 (meters)                     COMP
 AA9614  Y           -  -4,641,230.666 (meters)                     COMP
 AA9614  Z           -   4,145,373.666 (meters)                     COMP
 AA9614  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AA9614  ELLIP HEIGHT-         -29.24  (meters)          (12/03/02) GPS OBS
 AA9614  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AA9614
 AA9614  HORZ ORDER  -  THIRD
 AA9614  ELLP ORDER  -  FIFTH     CLASS I
 AA9614
 AA9614.The horizontal coordinates were established by GPS observations
 AA9614.and adjusted by the National Geodetic Survey in December 2002..
 AA9614
 AA9614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9614
 AA9614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9614
 AA9614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9614
 AA9614.The ellipsoidal height was determined by GPS observations
 AA9614.and is referenced to NAD 83.
 AA9614
 AA9614.The geoid height was determined by GEOID03.
 AA9614
 AA9614;                    North         East     Units Scale Factor Converg.
 AA9614;SPC NY L     -    70,048.925   324,374.544   MT  0.99999533   +0 11 20.1
 AA9614;SPC NY L     -   229,818.85  1,064,218.82   sFT  0.99999533   +0 11 20.1
 AA9614;UTM  18      - 4,517,034.222   608,725.202   MT  0.99974550   +0 50 31.8
 AA9614
 AA9614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9614!SPC NY L     -   1.00000459  x   0.99999533  =   0.99999992
 AA9614!UTM  18      -   1.00000459  x   0.99974550  =   0.99975009
 AA9614
 AA9614                          SUPERSEDED SURVEY CONTROL
 AA9614
 AA9614  NAD 83(1996)-  40 47 49.60526(N)    073 42 40.24577(W) AD(       ) 3
 AA9614  ELLIP H (01/11/99)  -29.18   (m)                       GP(       ) 4 1
 AA9614  NAD 83(1996)-  40 47 49.60747(N)    073 42 40.24535(W) AD(       ) 3
 AA9614  NAD 83(1986)-  40 47 49.61081(N)    073 42 40.23191(W) AD(       ) 3
 AA9614  NGVD 29 (09/19/96)    2.     (m)            7.     (f) GPS OBS        
 AA9614
 AA9614.Superseded values are not recommended for survey control.
 AA9614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9614.See file dsdata.txt to determine how the superseded data were derived.
 AA9614
 AA9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0872517034(NAD 83)
 AA9614_MARKER: DD = SURVEY DISK
 AA9614_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9614_STAMPING: CASS 1990
 AA9614_MARK LOGO: NOS   
 AA9614_PROJECTION: FLUSH
 AA9614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9614+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9614_ROD/PIPE-DEPTH: 1.05 meters
 AA9614
 AA9614  HISTORY     - Date     Condition        Report By
 AA9614  HISTORY     - 1990     MONUMENTED       NOS
 AA9614
 AA9614                          STATION DESCRIPTION
 AA9614
 AA9614'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9614'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9614'OF THE ISLAND IN THE TOWN OF MANHASSET AT THE SOUTHERN END OF
 AA9614'MANHASSET BAY ON THE WEST SHORE AT UNIVERSAL OIL TERMINAL AT AN
 AA9614'ABANDONED PIER.  AREA INSIDE TERMINAL IS CONSIDERED DANGEROUS BECAUSE
 AA9614'OF FUEL STORAGE.  CHECK FIRST WITH TONY CASANDRO AT PHONE NO
 AA9614'516-922-9700 AND TERMINAL OFFICE BEFORE OCCUPYING THE STATION.  TO
 AA9614'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 495 (LONG ISLAND
 AA9614'EXPRESSWAY INTERCHANGE 33) AND COMMUNITY DRIVE IN LAKE SUCESS, G0
 AA9614'NORTH ON COMMUNITY DRIVE CONTINUING NORTH AS COMMUNITY DRIVE BECOMES
 AA9614'EAST SHORE DRIVE FOR 3.40 KM (2.10 MI) TO THE JUNCTION WITH VISTA HILL
 AA9614'ROAD, TURN RIGHT ON VISTA HILL ROAD AND GO 0.016 KM (0.00 MI) INTO A
 AA9614'FUEL TERMINAL AND TURN LEFT AT END OF ROAD.  STATION IS AT THE
 AA9614'NORTHEAST PART OF BULKHEAD PIER NEAR A BOLLARD.  THE STATION MARK IS A
 AA9614'NOS ALUMINUM DISK STAMPED ---CASS 1990--- WHICH IS ATTACHED TO AN
 AA9614'ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND IS SURROUNDED BY A
 AA9614'MASS OF CONCRETE.  IT IS 4.8 M (15.7 FT) SOUTH OF NORTH FACE OF PIER
 AA9614'AND 2.3 M (7.5 FT) WEST OF THE EAST END OF PIER. THE STATION WAS
 AA9614'POSITIONED BY GPS OBSERVATIONS.  DESCRIBED BY AL GRIMES III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4208 ***********************************************************************
 KU4208  DESIGNATION -  CASS AZ MK 2
 KU4208  PID         -  KU4208
 KU4208  STATE/COUNTY-  NY/SUFFOLK
 KU4208  USGS QUAD   -  SAG HARBOR (1956)
 KU4208
 KU4208                         *CURRENT SURVEY CONTROL
 KU4208  ___________________________________________________________________
 KU4208* NAD 83(1996)-  40 53 55.49240(N)    072 22 25.43741(W)     ADJUSTED  
 KU4208* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KU4208  ___________________________________________________________________
 KU4208  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KU4208  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4208
 KU4208  HORZ ORDER  -  THIRD
 KU4208
 KU4208.The horizontal coordinates were established by classical geodetic methods
 KU4208.and adjusted by the National Geodetic Survey in January 1999..
 KU4208.No horizontal observational check was made to the station.
 KU4208
 KU4208.The orthometric height was scaled from a topographic map.
 KU4208
 KU4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4208
 KU4208.The geoid height was determined by GEOID03.
 KU4208
 KU4208;                    North         East     Units Scale Factor Converg.
 KU4208;SPC NY L     -    82,567.261   437,026.959   MT  0.99999526   +1 03 49.4
 KU4208;SPC NY L     -   270,889.42  1,433,812.61   sFT  0.99999526   +1 03 49.4
 KU4208;UTM  18      - 4,530,837.973   721,221.967   MT  1.00020239   +1 43 12.6
 KU4208
 KU4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4208!SPC NY L     -   1.00000357  x   0.99999526  =   0.99999883
 KU4208!UTM  18      -   1.00000357  x   1.00020239  =   1.00020596
 KU4208
 KU4208                          SUPERSEDED SURVEY CONTROL
 KU4208
 KU4208  NAD 83(1996)-  40 53 55.49266(N)    072 22 25.43792(W) AD(       ) 3
 KU4208  NAD 83(1992)-  40 53 55.49136(N)    072 22 25.43748(W) AD(       ) 3
 KU4208  NAD 83(1986)-  40 53 55.49463(N)    072 22 25.44345(W) AD(       ) 3
 KU4208  NAD 27      -  40 53 55.13695(N)    072 22 27.13443(W) AD(       ) 3
 KU4208
 KU4208.Superseded values are not recommended for survey control.
 KU4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4208.See file dsdata.txt to determine how the superseded data were derived.
 KU4208
 KU4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2122230838(NAD 83)
 KU4208_MARKER: DZ = AZIMUTH MARK DISK
 KU4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4208+STABILITY: SURFACE MOTION
 KU4208
 KU4208  HISTORY     - Date     Condition        Report By
 KU4208  HISTORY     - 1978     MONUMENTED       NGS
 KU4208  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KU4208  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 KU4208
 KU4208                          STATION DESCRIPTION
 KU4208
 KU4208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU4208'THE STATION IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF WATER MILL,
 KU4208'1 MILE NORTHEAST OF SOUTHAMPTON AND ON THE PROPERTY OF MAYO
 KU4208'MOTORS.
 KU4208'
 KU4208'TO REACH THE MARK FROM THE SOUTHAMPTON TOWN HALL IN SOUTHAMPTON,
 KU4208'GO EASTERLY ON STATE HIGHWAY 27A FOR 1.2 MILES TO THE JUNCTION
 KU4208'OF STATE HIGHWAY 27.  TURN LEFT AND GO WEST ON HIGHWAY 27 FOR
 KU4208'0.1 MILE TO MAYO MOTORS AND THE MARK ON THE RIGHT.
 KU4208'
 KU4208'THE MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CASS 1965 NO 2
 KU4208'1978, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4208'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET NORTHEAST OF
 KU4208'THE CENTER OF HIGHWAY 27, 33 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 KU4208'CORNER OF THE MAYO MOTORS BUILDING, 2 FEET NORTHEAST OF THE
 KU4208'EDGE OF SIDEWALK AND 2 FEET WEST-NORTHWEST OF THE EDGE OF
 KU4208'DRIVEWAY FOR THE ENCHANTED POOLS.
 KU4208'
 KU4208'THE EDM DISTANCE TO STATION CASS 1965 IS 422.043 METERS.
 KU4208
 KU4208                          STATION RECOVERY (2001)
 KU4208
 KU4208'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU4208'MARK NOT FOUND.
 KU4208
 KU4208                          STATION RECOVERY (2004)
 KU4208
 KU4208'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU4208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4571 ***********************************************************************
 LX4571  DESIGNATION -  CAST
 LX4571  PID         -  LX4571
 LX4571  STATE/COUNTY-  NY/ULSTER
 LX4571  USGS QUAD   -  HYDE PARK (1997)
 LX4571
 LX4571                         *CURRENT SURVEY CONTROL
 LX4571  ___________________________________________________________________
 LX4571* NAD 83(1996)-  41 46 10.63870(N)    073 57 16.08116(W)     ADJUSTED  
 LX4571* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX4571  ___________________________________________________________________
 LX4571  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 LX4571  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX4571
 LX4571  HORZ ORDER  -  THIRD
 LX4571
 LX4571.The horizontal coordinates were established by classical geodetic methods
 LX4571.and adjusted by the National Geodetic Survey in January 1999..
 LX4571
 LX4571.The orthometric height was scaled from a topographic map.
 LX4571
 LX4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4571
 LX4571.The geoid height was determined by GEOID03.
 LX4571
 LX4571;                    North         East     Units Scale Factor Converg.
 LX4571;SPC NY E     -   326,158.102   195,356.027   MT  0.99992531   +0 21 48.3
 LX4571;SPC NY E     - 1,070,070.37    640,930.57   sFT  0.99992531   +0 21 48.3
 LX4571;UTM  18      - 4,624,726.318   586,900.727   MT  0.99969293   +0 41 47.4
 LX4571
 LX4571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4571!SPC NY E     -   1.00000376  x   0.99992531  =   0.99992907
 LX4571!UTM  18      -   1.00000376  x   0.99969293  =   0.99969669
 LX4571
 LX4571:                Primary Azimuth Mark                     Grid Az
 LX4571:SPC NY E     -  GREER POINT LIGHTHOUSE                   052 49 13.8
 LX4571:UTM  18      -  GREER POINT LIGHTHOUSE                   052 29 14.7
 LX4571
 LX4571|---------------------------------------------------------------------|
 LX4571| PID    Reference Object                     Distance      Geod. Az  |
 LX4571|                                                           dddmmss.s |
 LX4571| LX4575 GREER POINT LIGHTHOUSE              APPROX. 0.6 KM 0531102.1 |
 LX4571| LX4485 ST ANDREW ON HUD BELL TR CROSS      APPROX. 3.2 KM 1460837.8 |
 LX4571| LX4544 POUGHKEEPSIE HUD R ST HOSP STK      APPROX. 4.6 KM 1484106.3 |
 LX4571| CB3776 CAST RM 2                             5.223 METERS 15018     |
 LX4571| CB3775 CAST RM 1                             2.505 METERS 29334     |
 LX4571|---------------------------------------------------------------------|
 LX4571
 LX4571                          SUPERSEDED SURVEY CONTROL
 LX4571
 LX4571  NAD 83(1986)-  41 46 10.64074(N)    073 57 16.08160(W) AD(       ) 3
 LX4571  NAD 27      -  41 46 10.30000(N)    073 57 17.58400(W) AD(       ) 3
 LX4571
 LX4571.Superseded values are not recommended for survey control.
 LX4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4571.See file dsdata.txt to determine how the superseded data were derived.
 LX4571
 LX4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8690124726(NAD 83)
 LX4571_MARKER: Z = SEE DESCRIPTION
 LX4571_SETTING: 0 = UNSPECIFIED SETTING
 LX4571
 LX4571  HISTORY     - Date     Condition        Report By
 LX4571  HISTORY     - 1933     MONUMENTED       CGS
 LX4571  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4571  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX4571  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 LX4571
 LX4571                          STATION DESCRIPTION
 LX4571
 LX4571'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4571'THIS STATION IS LOCATED ON THE W SHORE OF THE HUDSON RIVER ABOUT
 LX4571'ONE MILE N OF CRUM ELBOW POINT AND DIRECTLY OPPOSITE GREER POINT
 LX4571'LIGHT.  IT IS AT THE BASE OF A STEEP BARE SLOPE OF MATERIAL CAST
 LX4571'OVER FROM THE ROCK CUT.  MOST OF THIS MATERIAL IS SMALL SLATE ROCK
 LX4571'BUT THERE IS A STREAK OF LARGER ROCK ABOUT THE MIDDLE AND THE
 LX4571'STATION IS LOCATED AT THE BASE OF THIS STUFF.  IT IS MARKED BY
 LX4571'A STANDARD DISK STAMPED CAST 1933 CEMENTED IN A DRILL HOLE IN
 LX4571'ONE OF THE LARGER ROCKS NEAR THE HIGH-WATER LINE.  REFERENCE
 LX4571'MARKS 1 AND 2 ARE EACH STANDARD DISKS CEMENTED IN DRILL HOLES
 LX4571'IN ROCKS NEAR THE STATION.  THE STATION IS 1.6 METERS W OF THE
 LX4571'HIGH-WATER LINE.
 LX4571'
 LX4571'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4571
 LX4571                          STATION RECOVERY (1935)
 LX4571
 LX4571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4571'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 LX4571'WERE TAKEN, AS PER SKETCH, TO FACILITATE LOCATING STATION ON AERIAL
 LX4571'PHOTOGRAPHS.
 LX4571
 LX4571                          STATION RECOVERY (1972)
 LX4571
 LX4571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX4571'STATION WAS RECOVERED AND ALL MARKS APPEAR TO BE IN GOOD
 LX4571'CONDITION, BUT MEASUREMENTS TO REFERENCE MARK, AND OBSERVATIONS
 LX4571'INVOLVING OTHER STATIONS, INDICATE THAT THE STATION AND RM 1 HAS
 LX4571'SLIPPED EASTWARD (THIS IS POSSIBLE DUE TO THEIR LOCATION AT THE
 LX4571'BASE OF A 45-DEGREE SLOPING BANK OF JUMBLED ROCK).  STATION HAS
 LX4571'PROBABLY SHIFTED ABOUT 0.2 FOOT.  DISTANCE TO RM 2 CHECKED
 LX4571'CLOSELY, BUT DISTANCE TO RM 1 IS NOW 0.235 METER SHORTER.  ANGLE
 LX4571'TO RM 1 IS NOW 02 DEG 15 MIN 48 SEC GREATER THAN 1933 ANGLE, AND
 LX4571'ANGLE TO RM 2 IS 34 MIN 59 SEC GREATER THAN 1933.  DISTANCE
 LX4571'BETWEEN REFERENCE MARKS IS NOW 0.15 METER LESS THAN IN
 LX4571'1933.
 LX4571'
 LX4571'STATION IS LOCATED ALONG WEST BANK OF THE HUDSON RIVER, ALMOST
 LX4571'DUE WEST, ACROSS RIVER, FROM THE ROGERS PT. LIGHT, AND 1/4-MILE
 LX4571'SOUTH OF RAILROAD SIGNAL 76W.  AT THE RIVERS EDGE, AT THE BASE
 LX4571'OF A HIGH, 45-DEGREE SLOPING BANK OF LARGE, JUMBLED ROCKS, WITH
 LX4571'SHALE SLOPES AT EACH SIDE.
 LX4571'
 LX4571'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 44 AND 9W, AT
 LX4571'WEST SIDE OF THE MID-HUDSON BRIDGE AT POUGHKEEPSIE, GO NORTH ON
 LX4571'U.S. HIGHWAY 9W FOR 6.0 MILES TO HIGHWAY OVERPASS OVER
 LX4571'RAILROAD.  CONTINUE FOR 0.15 MILE.  TURN RIGHT ON FLOYD ACKERT
 LX4571'RD. AND GO 0.3 MILE, WINDING BACK TO RAILROAD CROSSING UNDER THE
 LX4571'OVERPASS.  GO LEFT ON TRACK ROAD ALONG RAILROAD FOR 1.0 MILE TO
 LX4571'MILEPOST 77.  CONTINUE FOR 0.65 MILE TO TELEGRAPH POLE 7620 AND
 LX4571'THE 2ND TELEPHONE BOX ON LEFT.  WALK EAST ABOUT 125 FEET TO
 LX4571'BASE OF STEEP SLOPE AND STATION.
 LX4571'
 LX4571'STATION MARK IS A STANDARD DISK STAMPED CAST 1933, CEMENTED IN A
 LX4571'DRILL HOLE IN THE TOP OF A 5-FOOT, FLAT BOULDER ABOUT 1 FOOT
 LX4571'THICK, WHICH SETS ON TOP OF OTHER JUMBLED ROCK, 6 FEET WEST OF
 LX4571'RIVER EDGE.
 LX4571'
 LX4571'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAST 1 1933,
 LX4571'CEMENTED IN A DRILL HOLE IN A 3 X 4, FLAT BOULDER SETTING ON
 LX4571'THE STEEP SLOPE, 4 FEET HIGHER THAN STATION MARK.
 LX4571'
 LX4571'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAST 2 1933,
 LX4571'CEMENTED IN A DRILL HOLE IN A 4 X 10-FOOT BOULDER LAYING IN RIVER
 LX4571'EDGE ABOUT 2 FEET LOWER THAN STATION MARK.
 LX4571'
 LX4571'RM NO.1 TO RM NO.2 = 7.400 METERS, 24.278 FEET.
 LX4571'
 LX4571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4571'2 MILES SW OF HYDE PARK.
 LX4571
 LX4571                          STATION RECOVERY (1972)
 LX4571
 LX4571'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (RM)
 LX4571'ICE FLOES AND BUILD UP TEND TO MOVE DISCS SET IN BOULDERS AT
 LX4571'RIVERS EDGE.  SUGGEST NEW CO-ORDINATES AND REF. DATA BE
 LX4571'ESTABLISHED AND CHECK ON AZ. MARK.
 LX4571'
 LX4571'BOTH STATION AND REFERENCE MARKS INTACT, BUT ONLY ONE
 LX4571'TIE DIST. MATCHES.  TO RM 2 17.15 FT - THEO. DIST. TO RM 1 = 8.99
 LX4571'FEET (ACTUAL = 8.22 FEET) ANGLES TURNED FROM AZ. MARK GREER PT
 LX4571'LIGHT - NO MATCH.  SET 288 DEG 31 MIN 05 SEC ON AZ. MARK - AZ. TO
 LX4571'RM 1 = 168 DEG 49 MIN 40 SEC (THEO. = 166 DEG 38 MIN 51 SEC)
 LX4571'AZ. TO RM 2 = 25 DEG 38 MIN 50 SEC (THEO. = 26 DEG 03 MIN 18
 LX4571'SEC)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4096 ***********************************************************************
 LX4096  DESIGNATION -  CASTLE
 LX4096  PID         -  LX4096
 LX4096  STATE/COUNTY-  NY/WESTCHESTER
 LX4096  USGS QUAD   -  WHITE PLAINS (1967)
 LX4096
 LX4096                         *CURRENT SURVEY CONTROL
 LX4096  ___________________________________________________________________
 LX4096* NAD 83(1996)-  41 04 01.40082(N)    073 50 55.53933(W)     ADJUSTED  
 LX4096* NAVD 88     -       169.4    (meters)     556.     (feet)  VERTCON   
 LX4096  ___________________________________________________________________
 LX4096  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 LX4096  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LX4096
 LX4096  HORZ ORDER  -  FIRST
 LX4096
 LX4096.The horizontal coordinates were established by classical geodetic methods
 LX4096.and adjusted by the National Geodetic Survey in January 1999..
 LX4096
 LX4096.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4096
 LX4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4096
 LX4096.The geoid height was determined by GEOID03.
 LX4096
 LX4096;                    North         East     Units Scale Factor Converg.
 LX4096;SPC NY E     -   248,198.013   204,731.242   MT  0.99993686   +0 25 40.2
 LX4096;SPC NY E     -   814,296.31    671,689.08   sFT  0.99993686   +0 25 40.2
 LX4096;UTM  18      - 4,546,839.350   596,723.681   MT  0.99971514   +0 45 22.9
 LX4096
 LX4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4096!SPC NY E     -   0.99997830  x   0.99993686  =   0.99991516
 LX4096!UTM  18      -   0.99997830  x   0.99971514  =   0.99969344
 LX4096
 LX4096:                Primary Azimuth Mark                     Grid Az
 LX4096:SPC NY E     -  CASTLE AZ MK                             037 11 22.7
 LX4096:UTM  18      -  CASTLE AZ MK                             036 51 40.0
 LX4096
 LX4096|---------------------------------------------------------------------|
 LX4096| PID    Reference Object                     Distance      Geod. Az  |
 LX4096|                                                           dddmmss.s |
 LX4096| CB3777 CASTLE AZ MK                                       0373702.9 |
 LX4096| LX4092 MOUNT PLEASANT RADIO KEH TWR        APPROX. 3.9 KM 0701946.4 |
 LX4096| CB3778 CASTLE RM 1                           3.447 METERS 14909     |
 LX4096| CB3779 CASTLE RM 2                           4.853 METERS 23341     |
 LX4096| LX4167 NYACK USAF RADAR DOME               APPROX. 6.9 KM 2534845.0 |
 LX4096| LX4068 TARRYTOWN LH                        APPROX. 2.9 KM 3112250.0 |
 LX4096| LX4076 TARRYTOWN FISHER BODY TANK          APPROX. 3.0 KM 3222616.1 |
 LX4096| LX4093 TARRYTOWN MARYMOUNT COLL CROSS      APPROX. 1.1 KM 3515327.6 |
 LX4096|---------------------------------------------------------------------|
 LX4096
 LX4096                          SUPERSEDED SURVEY CONTROL
 LX4096
 LX4096  NAD 83(1996)-  41 04 01.40126(N)    073 50 55.54001(W) AD(       ) 1
 LX4096  NAD 83(1992)-  41 04 01.39990(N)    073 50 55.54039(W) AD(       ) 1
 LX4096  NAD 83(1986)-  41 04 01.40300(N)    073 50 55.53907(W) AD(       ) 1
 LX4096  NAD 27      -  41 04 01.05537(N)    073 50 57.05228(W) AD(       ) 1
 LX4096  NGVD 29 (07/19/86)  169.7    (m)          557.     (f) VERT ANG       
 LX4096
 LX4096.Superseded values are not recommended for survey control.
 LX4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4096.See file dsdata.txt to determine how the superseded data were derived.
 LX4096
 LX4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9672446839(NAD 83)
 LX4096
 LX4096  HISTORY     - Date     Condition        Report By
 LX4096  HISTORY     - 1938     MONUMENTED       CGS
 LX4096  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4096  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4096  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4096  HISTORY     - 20040301 GOOD             PORANY
 LX4096
 LX4096                          STATION DESCRIPTION
 LX4096
 LX4096'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4096'THIS STATION IS IN N CORNER OF GRANITE TOWER OF OLD CARROL
 LX4096'ESTATE.  E CORNER OF TOWER IS 4 FEET HIGHER THAN OTHER THREE
 LX4096'CORNERS.  MARK IS A STANDARD BRONZE DISK STAMPED CASTLE 1938, IN
 LX4096'DRILL HOLE IN ROCK TOWER.
 LX4096'
 LX4096'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK STAMPED CASTLE
 LX4096'NO.1 1938 AND IS SET IN A DRILL HOLE IN ROCK TOWER.  REFERENCE
 LX4096'MARK NO.2 IS A STANDARD BRONZE DISK STAMPED CASTLE NO.2 AND IS
 LX4096'SET IN A DRILL HOLE IN ROCK TOWER.
 LX4096'
 LX4096'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED CASTLE 1938 AND
 LX4096'IS SET IN A DRILL HOLE IN A ROCK WALL ON W SIDE OF SCHOOL
 LX4096'RACE-TRACK STRAIGHT-AWAY.
 LX4096'
 LX4096'TO REACH STATION FROM POST OFFICE IN TARRYTOWN, GO S ON U.S. 9,
 LX4096'0.3 MILE.  TURN E ON BENEDICT AVE. AT CAUTION LIGHT AND PROCEED
 LX4096'0.8 MILE TO ENTRANCE TO CARROL ESTATE.  TURN R THRU GATE AND GO
 LX4096'0.2 MILE TO STATION.  CARETAKER WILL SHOW WAY TO STATION.
 LX4096
 LX4096                          STATION RECOVERY (1964)
 LX4096
 LX4096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX4096'STATION IS A BRONZE DISK SET IN THE PARAPET COPING ON THE ROOF OF
 LX4096'THE NORTH SIDE OF A STONE CASTLE LIKE RESIDENCE, OFF THE WHITE
 LX4096'PLAINS-TARRYTOWN ROAD.
 LX4096'
 LX4096'ACCESS COULD NOT BE OBTAINED TO THIS PROPERTY, BUT THE
 LX4096'RESIDENCE COULD BE SEEN FROM THE ROAD AND STATION IS PRESUMED TO
 LX4096'STILL BE IN EXISTENCE.  SIGN ON GATE READS E.W. AXE AND CO., INC.,
 LX4096'TARRYTOWN, N.Y.
 LX4096
 LX4096                          STATION RECOVERY (1966)
 LX4096
 LX4096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4096'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX4096'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A DIFFERENCE WAS
 LX4096'FOUND IN THE DISTANCES TO REFERENCE MARKS 1 AND 2.  FOLLOWING IS
 LX4096'A COMPLETE NEW DESCRIPTION.
 LX4096'
 LX4096'THE STATION IS LOCATED IN THE NORTH CORNER OF THE HIGHEST
 LX4096'GRANITE TOWER OF THE TARRYTOWN CASTLE.  THE CASTLE IS NOW USED
 LX4096'AS OFFICES FOR THE AXE-HOUGHTON FUNDS AND ON PROPERTY OF
 LX4096'MRS. E. W. AXE.
 LX4096'
 LX4096'TO REACH THE STATION FROM THE INTERSECTION OF BENEDICT AVENUE
 LX4096'AND U.S. HIGHWAY 9 IN THE SOUTH EDGE OF TARRYTOWN, GO EAST ON
 LX4096'BENEDICT AVENUE FOR 0.75 MILE TO A GATE IN A STONE WALL AND SIGN
 LX4096'400 AXE HOUGHTON FUNDS.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 LX4096'FOR 0.05 MILE TO A FORK.  BEAR RIGHT FOR 0.15 MILE TO THE CASTLE
 LX4096'AND THE STATION.
 LX4096'
 LX4096'THE STATION MARK IS A STANDARD DISK STAMPED CASTLE 1938,
 LX4096'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FEET STONE COLUMN WHICH IS
 LX4096'THE NORTH CORNER OF THE TOWER.  IT IS 3.6 FEET SOUTH OF THE
 LX4096'NORTH CORNER OF THE NORTH CORNER STONE, 3.1 FEET EAST OF THE
 LX4096'WEST CORNER OF THE NORTH CORNER STONE, 2.4 FEET WEST OF THE
 LX4096'EAST CORNER OF THE NORTH CORNER STONE AND 1.45 FEET NORTH OF THE
 LX4096'SOUTH CORNER OF THE NORTH CORNER STONE.
 LX4096'
 LX4096'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CASTLE 1938,
 LX4096'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FEET STONE COLUMN WHICH
 LX4096'IS THE FOURTH COLUMN FROM THE NORTH CORNER.  IT IS 4.7 FEET
 LX4096'EAST OF THE WEST CORNER OF THE FOURTH COLUMN FROM THE NORTH
 LX4096'CORNER, 3.8 FEET SOUTHWEST OF THE NORTHWEST EDGE OF THE STONE
 LX4096'COLUMN AND 1.25 FEET NORTH OF THE SOUTH CORNER OF THE STONE
 LX4096'COLUMN.
 LX4096'
 LX4096'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASTLE 1938,
 LX4096'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FEET STONE COLUMN WHICH
 LX4096'IS THE FIFTH COLUMN FROM THE NORTH CORNER.  IT IS 3.1 FEET
 LX4096'SOUTH OF THE NORTH CORNER OF THE 3 BY 3 FEET STONE COLUMN, 2.85
 LX4096'FEET EAST OF THE WEST CORNER OF THE STONE COLUMN AND 1.80 FEET
 LX4096'SOUTHWEST OF THE NORTHEAST EDGE OF THE STONE COLUMN.
 LX4096'
 LX4096'HEIGHT OF LIGHT ABOVE STATION MARK 0.5 FEET.
 LX4096'
 LX4096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4096'0.7 MILE SOUTHEAST OF TARRYTOWN.
 LX4096
 LX4096                          STATION RECOVERY (1975)
 LX4096
 LX4096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4096'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LX4096'CONDITION AS DESCRIBED IN 1966.  VIEW FROM STATION IS OPEN IN
 LX4096'ALL DIRECTIONS.  TO USE STATION A PLATFORM SHOULD BE CONSTRUCTED
 LX4096'DUE TO CLOSENESS OF STATION TO EDGE OF PARAPET.
 LX4096'
 LX4096'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4096'
 LX4096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4096'1/2-MILE SE OF TARRYTOWN.
 LX4096
 LX4096                          STATION RECOVERY (2004)
 LX4096
 LX4096'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2004 (SSZ)
 LX4096'STATION IS ON HIGHEST POINT OF THE CASTLE, A RESTAURANT AND HOTEL.
 LX4096'OCCUPATION REQUIRES A TRIVET AND OBSERVATION PLATFORM ABOVE HVAC
 LX4096'EQUIPMENT.  STATION IS LOCATED ON 2' X 3'(+ OR -) CRENALATION.  VIEW
 LX4096'EXCELLENT IN ALL DIRECTIONS, THOUGH OBSERVATION TO SOUTH OR EAST
 LX4096'EXTREMELY DIFFICULT DUE TO STATION LOCATION.  ONE REFERENCE DISK TO
 LX4096'SOUTH RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4398 ***********************************************************************
 LX4398  DESIGNATION -  CASTLE
 LX4398  PID         -  LX4398
 LX4398  STATE/COUNTY-  NY/DUTCHESS
 LX4398  USGS QUAD   -  WEST POINT (1981)
 LX4398
 LX4398                         *CURRENT SURVEY CONTROL
 LX4398  ___________________________________________________________________
 LX4398* NAD 83(1996)-  41 27 21.15782(N)    073 59 16.94831(W)     ADJUSTED  
 LX4398* NAVD 88     -                                                        
 LX4398  ___________________________________________________________________
 LX4398  LAPLACE CORR-           7.31  (seconds)                    DEFLEC99
 LX4398  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LX4398
 LX4398  HORZ ORDER  -  THIRD
 LX4398
 LX4398.The horizontal coordinates were established by classical geodetic methods
 LX4398.and adjusted by the National Geodetic Survey in January 1999..
 LX4398
 LX4398
 LX4398.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4398
 LX4398.The geoid height was determined by GEOID03.
 LX4398
 LX4398;                    North         East     Units Scale Factor Converg.
 LX4398;SPC NY E     -   291,297.964   192,771.394   MT  0.99992251   +0 20 20.2
 LX4398;SPC NY E     -   955,700.07    632,450.82   sFT  0.99992251   +0 20 20.2
 LX4398;UTM  18      - 4,589,859.929   584,518.739   MT  0.99968791   +0 40 12.0
 LX4398
 LX4398                          SUPERSEDED SURVEY CONTROL
 LX4398
 LX4398  NAD 83(1986)-  41 27 21.15962(N)    073 59 16.95082(W) AD(       ) 4
 LX4398  NAD 27      -  41 27 20.82000(N)    073 59 18.44600(W) AD(       ) 3
 LX4398
 LX4398.Superseded values are not recommended for survey control.
 LX4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4398.See file dsdata.txt to determine how the superseded data were derived.
 LX4398
 LX4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8451989860(NAD 83)
 LX4398
 LX4398  HISTORY     - Date     Condition        Report By
 LX4398  HISTORY     - 1933     MONUMENTED       CGS
 LX4398
 LX4398                          STATION DESCRIPTION
 LX4398
 LX4398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4398'THIS STATION IS LOCATED ON PALOPEL ISLAND NOW BELONGING TO
 LX4398'F. BANNERMAN AND SONS OF NEW YORK CITY.  THE ISLAND IS LOCALLY
 LX4398'CALLED BANNERMANS ISLAND.  THE STATION IS THE SMALL IRON FLAG
 LX4398'ON THE S FACE OF THE HIGHEST PART OF THE BUILDING (BUILT LIKE A
 LX4398'CASTLE) USED AS AN ARSENAL AND STORE HOUSE OF ANTIQUES AND WAR
 LX4398'MATERIAL.  SEE SKETCH FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1953 ***********************************************************************
 OE1953  DESIGNATION -  CASTLE
 OE1953  PID         -  OE1953
 OE1953  STATE/COUNTY-  NY/ONEIDA
 OE1953  USGS QUAD   -  ONEIDA (1993)
 OE1953
 OE1953                         *CURRENT SURVEY CONTROL
 OE1953  ___________________________________________________________________
 OE1953* NAD 83(1996)-  43 04 46.54463(N)    075 38 05.23246(W)     ADJUSTED  
 OE1953* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 OE1953  ___________________________________________________________________
 OE1953  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OE1953  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 OE1953
 OE1953  HORZ ORDER  -  SECOND
 OE1953
 OE1953.The horizontal coordinates were established by classical geodetic methods
 OE1953.and adjusted by the National Geodetic Survey in January 1999..
 OE1953
 OE1953.The orthometric height was scaled from a topographic map.
 OE1953
 OE1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1953
 OE1953.The geoid height was determined by GEOID03.
 OE1953
 OE1953;                    North         East     Units Scale Factor Converg.
 OE1953;SPC NY C     -   342,448.766   327,240.905   MT  1.00001087   +0 38 52.4
 OE1953;SPC NY C     - 1,123,517.33  1,073,622.87   sFT  1.00001087   +0 38 52.4
 OE1953;UTM  18      - 4,769,849.345   448,326.339   MT  0.99963285   -0 26 00.9
 OE1953
 OE1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1953!SPC NY C     -   0.99998321  x   1.00001087  =   0.99999408
 OE1953!UTM  18      -   0.99998321  x   0.99963285  =   0.99961606
 OE1953
 OE1953:                Primary Azimuth Mark                     Grid Az
 OE1953:SPC NY C     -  SHERRILL COMMUNITY PLATE STACK           092 45 06.7
 OE1953:UTM  18      -  SHERRILL COMMUNITY PLATE STACK           093 50 00.0
 OE1953
 OE1953|---------------------------------------------------------------------|
 OE1953| PID    Reference Object                     Distance      Geod. Az  |
 OE1953|                                                           dddmmss.s |
 OE1953| OE1948 SHERRILL COMMUNITY PLATE STACK      APPROX. 3.0 KM 0932359.1 |
 OE1953| CZ7630 CASTLE AZ MK                                       1101501.5 |
 OE1953| OE1945 129=EATON RESET                     APPROX. 8.6 KM 1305415.4 |
 OE1953| OE1950 W 10                                 19.390 METERS 17600     |
 OE1953| CZ7631 CASTLE RM 1                          52.164 METERS 30539     |
 OE1953|---------------------------------------------------------------------|
 OE1953
 OE1953                          SUPERSEDED SURVEY CONTROL
 OE1953
 OE1953  NAD 83(1986)-  43 04 46.54926(N)    075 38 05.23077(W) AD(       ) 2
 OE1953  NAD 27      -  43 04 46.30300(N)    075 38 06.57300(W) AD(       ) 2
 OE1953
 OE1953.Superseded values are not recommended for survey control.
 OE1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1953.See file dsdata.txt to determine how the superseded data were derived.
 OE1953
 OE1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4832669849(NAD 83)
 OE1953_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1953
 OE1953  HISTORY     - Date     Condition        Report By
 OE1953  HISTORY     - 1942     MONUMENTED       CGS
 OE1953  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OE1953  HISTORY     - 19991209 GOOD             USPSQD
 OE1953
 OE1953                          STATION DESCRIPTION
 OE1953
 OE1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1953'STATION IS LOCATED IN THE VILLAGE OF ONEIDA CASTLE ABOUT 1.0 MILE
 OE1953'S OF ONEIDA.  STATION IS LOCATED ON THE LAWN OF THE ONEIDA CASTLE
 OE1953'VILLAGE HALL.  THE HALL WAS ORIGINALLY THE PRESBYTERIAN CHURCH
 OE1953'AND WAS NEW YORK STATE SURVEY TRIANGULATION STATION ONEIDA CASTLE
 OE1953'PRESBYTERIAN CHURCH.  STATION IS 12 PACES W OF THE SIDEWALK,
 OE1953'10 PACES N OF THE NE CORNER OF THE VILLAGE HALL, 34 PACES S OF
 OE1953'THE SE CORNER OF THE PRESBYTERIAN CHURCH.  MARK IS STAMPED
 OE1953'CASTLE 1942 AND IS FLUSH WITH THE GROUND.
 OE1953'
 OE1953'SURFACE, UNDERGROUND, REFERENCE MARK NO.1 AND THE AZIMUTH MARK
 OE1953'ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 OE1953'AND 11A.
 OE1953'
 OE1953'REFERENCE MARK NO.1 IS 28 PACES SW OF THE SW CORNER OF THE
 OE1953'CHURCH, AND 10 FEET E OF A 14-INCH MAPLE TREE.  MARK IS STAMPED
 OE1953'CASTLE NO.1 1942 AND IS FLUSH WITH THE GROUND.
 OE1953'
 OE1953'REFERENCE MARK NO.2 IS U.S.G.S. BENCH MARK W 10 1940 458.  MARK
 OE1953'IS LOCATED ON THE S END OF THE SECOND STEP OF THE VILLAGE HALL.
 OE1953'
 OE1953'AZIMUTH MARK IS ABOUT 0.25 MILE E OF THE STATION ON THE S
 OE1953'SIDE OF THE RAILROAD.  MARK IS BETWEEN THE 7TH AND 8TH POLES E
 OE1953'OF STEUBEN PLACE WHICH CROSSES THE TRACKS 1 BLOCK E OF THE
 OE1953'STATION.  MARK IS 18 PACES N OF THE NW CORNER OF A BARN, 10 PACES
 OE1953'S OF THE S RAIL, AND 5 PACES E OF THE CENTER LINE OF AN ABANDONED
 OE1953'CROSSING.  MARK IS STAMPED CASTLE 1942 AND PROJECTS ABOUT 4
 OE1953'INCHES.
 OE1953'
 OE1953'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 46 AND
 OE1953'5 WHICH IS 1.15 MILES S OF ONEIDA, GO E ON ROUTE 5 FOR 0.4
 OE1953'MILE TO STATE STREET, TURN LEFT ON STATE STREET AND GO 0.1 MILE
 OE1953'TO VILLAGE HALL AND STATION JUST BEYOND.
 OE1953'
 OE1953'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 OE1953
 OE1953                          STATION RECOVERY (1974)
 OE1953
 OE1953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OE1953'NO MEASUREMENTS OR OBSERVATION TAKEN.
 OE1953'
 OE1953'THE STATION MARK WAS FOUND LYING ON ITS SIDE 1 FOOT BELOW THE
 OE1953'SURFACE OF GROUND, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 OE1953'IN GOOD CONDITION, BENCH MARK W 10 1940 458 WAS RECOVERED AND
 OE1953'APPEARED TO BE IN GOOD CONDITION.
 OE1953'
 OE1953'STATION MARK WAS DUG UP AND REMOVED, UNDERGROUND MARK WAS
 OE1953'SEARCHED FOR AFTER DIGGING DOWN 44 INCHES A WATER LINE WAS STRUCK
 OE1953'AND THE UNDERGROUND MARK WAS DECLARED LOST.  AFTER TALKING TO A
 OE1953'LOCAL FIREMAN IN THE VILLAGE HALL, HE SAID THE WATER LINE HAD BEEN
 OE1953'LAID SEVERAL YEARS AGO AND THE MARK WAS REMOVED AND PLACED BACK
 OE1953'IN THE TRENCH AND COVERED IN THE SAME LOCATION.
 OE1953'
 OE1953'BENCH MARK W 10 1940 458 APPEARS TO BE IN GOOD CONDITION, BUT
 OE1953'THIS MARK HAD BEEN REMOVED DURING CONSTRUCTION OF NEW STEPS TO THE
 OE1953'VILLAGE HALL AND RESET IN THE APPROXIMATE SAME LOCATION BY THE
 OE1953'CONTRACTOR, IT IS NOW IN THE THIRD STEP INSTEAD OF THE SECOND STEP
 OE1953'OF THE VILLAGE HALL.
 OE1953'
 OE1953'REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD CONDITION, IS A
 OE1953'STANDARD DISK SET TOP OF 12 INCH CONCRETE MONUMENT ABOUT 3 INCHES
 OE1953'BELOW THE GROUND AND IS STAMPED CASTLE NO 1 1942.  IT IS 75 FEET
 OE1953'WEST OF THE WEST EDGE OF CHURCH PARKING LOT, 64.5 FEET
 OE1953'WEST-SOUTHWEST OF SOUTHWEST CORNER OF THE COCHRAN MEMORIAL
 OE1953'PRESBYTERIAN CHURCH, 21.5 FEET NORTH OF THE NORTHEAST CORNER OF
 OE1953'TENNIS COURT AND 9 FEET EAST-SOUTHEAST OF A MAPLE TREE.
 OE1953'
 OE1953'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, IS A STANDARD DISK
 OE1953'SET IN TOP OF 12 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 OE1953'INCHES ABOVE GROUND AND IS STAMPED CASTLE 1942.  IT IS 18.5 FEET
 OE1953'SOUTH OF SOUTH RAIL OF OLD RAILROAD TRACKS, 13 FEET EAST OF CENTER
 OE1953'OF OLD DIM ROAD AND 1.8 FEET WEST OF WITNESS POST.
 OE1953'
 OE1953'TO REACH THE AZIMUTH MARK FROM THE STATION SITE, GO NORTH ON STATE
 OE1953'STREET FOR 0.05 MILE, TURN RIGHT, GO EAST ON E SECOND STREET FOR
 OE1953'0.15 MILE, TURN RIGHT, GO SOUTH ON STEUBEN PL FOR 0.1 MILE TO
 OE1953'RAILROAD TRACKS, FROM HERE WALK EAST ALONG SOUTH SIDE OF TRACKS
 OE1953'FOR ABOUT 150 YARDS TO THE MARK.
 OE1953'
 OE1953'THE STATION SITE IS LOCATED IN THE LAWN ON THE NORTH SIDE OF THE
 OE1953'ONEIDA CASTLE VILLAGE HALL AND JUST SOUTH OF THE PARKING LOT OF THE
 OE1953'COCHRAN MEMORIAL PRESBYTERIAN CHURCH.
 OE1953'
 OE1953'THE ORIGINAL DESCRIPTION WAS ADEQUATE.
 OE1953'
 OE1953'THE AZIMUTH MARK IS NOT VISIBLE FROM GROUND.
 OE1953'
 OE1953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1953'IN ONEIDA CASTLE.
 OE1953
 OE1953                          STATION RECOVERY (1999)
 OE1953
 OE1953'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2514 ***********************************************************************
 MZ2514  DESIGNATION -  CASTLE
 MZ2514  PID         -  MZ2514
 MZ2514  STATE/COUNTY-  NY/RENSSELAER
 MZ2514  USGS QUAD   -  DELMAR (1980)
 MZ2514
 MZ2514                         *CURRENT SURVEY CONTROL
 MZ2514  ___________________________________________________________________
 MZ2514* NAD 83(1996)-  42 31 31.37411(N)    073 45 34.95244(W)     ADJUSTED  
 MZ2514* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 MZ2514  ___________________________________________________________________
 MZ2514  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MZ2514  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2514
 MZ2514  HORZ ORDER  -  THIRD
 MZ2514
 MZ2514.The horizontal coordinates were established by classical geodetic methods
 MZ2514.and adjusted by the National Geodetic Survey in January 1999..
 MZ2514
 MZ2514.The orthometric height was scaled from a topographic map.
 MZ2514
 MZ2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2514
 MZ2514.The geoid height was determined by GEOID03.
 MZ2514
 MZ2514;                    North         East     Units Scale Factor Converg.
 MZ2514;SPC NY E     -   410,218.350   210,820.637   MT  0.99994550   +0 30 01.4
 MZ2514;SPC NY E     - 1,345,858.04    691,667.37   sFT  0.99994550   +0 30 01.4
 MZ2514;UTM  18      - 4,708,856.754   601,869.388   MT  0.99972768   +0 50 18.3
 MZ2514
 MZ2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2514!SPC NY E     -   1.00000465  x   0.99994550  =   0.99995015
 MZ2514!UTM  18      -   1.00000465  x   0.99972768  =   0.99973233
 MZ2514
 MZ2514:                Primary Azimuth Mark                     Grid Az
 MZ2514:SPC NY E     -  BEAR ISLAND LIGHT                        004 22 45.6
 MZ2514:UTM  18      -  BEAR ISLAND LIGHT                        004 02 28.7
 MZ2514
 MZ2514|---------------------------------------------------------------------|
 MZ2514| PID    Reference Object                     Distance      Geod. Az  |
 MZ2514|                                                           dddmmss.s |
 MZ2514| MZ2504 BEAR ISLAND LIGHT                   APPROX. 3.6 KM 0045247.0 |
 MZ2514| MZ2496 LANSING                             366.044 METERS 01308     |
 MZ2514| MZ2508 CASTLETON EMANUEL REFORMED CH       APPROX. 0.9 KM 0225638.3 |
 MZ2514| DA3201 CASTLE RM 1                          13.796 METERS 03104     |
 MZ2514| MZ2493 CASTLETON BRICK STACK               APPROX. 0.6 KM 0410251.3 |
 MZ2514| MZ2506 CASTLETON SACRED HEART CH           364.513 METERS 06715     |
 MZ2514| DA3202 CASTLE RM 2                          19.550 METERS 20409     |
 MZ2514| MZ2535 NINE MILE TREE LIGHT                APPROX. 0.9 KM 2060834.4 |
 MZ2514| MZ2522 MULL DIKE UPPER END LIGHT           APPROX. 2.0 KM 2171047.5 |
 MZ2514| MZ2536 YONKERS CITY                        442.624 METERS 2443214.6 |
 MZ2514| MZ2530 FLAG MI N CASTLETON RR BRIDGE       APPROX. 1.7 KM 2702459.3 |
 MZ2514| MZ2541 SCHERMERHORN                        427.701 METERS 3222147.6 |
 MZ2514|---------------------------------------------------------------------|
 MZ2514
 MZ2514                          SUPERSEDED SURVEY CONTROL
 MZ2514
 MZ2514  NAD 83(1996)-  42 31 31.37601(N)    073 45 34.95394(W) AD(       ) 3
 MZ2514  NAD 83(1996)-  42 31 31.37621(N)    073 45 34.95389(W) AD(       ) 3
 MZ2514  NAD 83(1992)-  42 31 31.37651(N)    073 45 34.95354(W) AD(       ) 3
 MZ2514  NAD 83(1992)-  42 31 31.37698(N)    073 45 34.95321(W) AD(       ) 3
 MZ2514  NAD 83(1986)-  42 31 31.37711(N)    073 45 34.95260(W) AD(       ) 3
 MZ2514  NAD 27      -  42 31 31.07300(N)    073 45 36.51800(W) AD(       ) 3
 MZ2514
 MZ2514.Superseded values are not recommended for survey control.
 MZ2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2514.See file dsdata.txt to determine how the superseded data were derived.
 MZ2514
 MZ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0186908857(NAD 83)
 MZ2514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2514
 MZ2514  HISTORY     - Date     Condition        Report By
 MZ2514  HISTORY     - 1934     MONUMENTED       CGS
 MZ2514  HISTORY     - 1937     SEE DESCRIPTION  BSA
 MZ2514  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2514
 MZ2514                          STATION DESCRIPTION
 MZ2514
 MZ2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2514'ON THE E SHORE OF HUDSON RIVER AT S EDGE OF CASTLETON AND 1419.4
 MZ2514'METERS S OF COW ISLAND LIGHT.  STATION IS 48 FEET FROM WOODEN
 MZ2514'BULKHEAD, 260 FEET NW OF SMALL ROAD CROSSING OVER RAILROAD.
 MZ2514'
 MZ2514'REFERENCE MARK NO.1 IS 45 FEET NNE OF STATION.  REFERENCE MARK
 MZ2514'NO.2 IS 64 FEET SSE OF STATION.
 MZ2514'
 MZ2514'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2514'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2514'
 MZ2514'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MZ2514
 MZ2514                          STATION RECOVERY (1937)
 MZ2514
 MZ2514'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 MZ2514'ON E SHORE OF HUDSON RIVER AT S END OF CASTLETON AND 1419.4
 MZ2514'METERS S OF COW ISLAND LIGHT.  STATION, REFERENCE MARK NO.1 AND
 MZ2514'REFERENCE MARK NO.2 UNDER DEBRIS FROM RIVER AND COULD NOT BE
 MZ2514'FOUND.  ANOTHER SEARCH WILL BE MADE NEXT SPRING.
 MZ2514
 MZ2514                          STATION RECOVERY (1969)
 MZ2514
 MZ2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2514'STATION WAS RECOVERED BY INVERSE FROM A TRIAL POINT ESTABLISHED
 MZ2514'NEARBY, AND ALL MARKS FOUND IN GOOD CONDITION, BUT BENEATH A
 MZ2514'HEAVY COVER OF DIRT AND RIVER DEBRIS.  A COMPLETE DESCRIPTION
 MZ2514'FOLLOWS--
 MZ2514'
 MZ2514'STATION IS LOCATED ALONG THE EAST SHORE OF THE HUDSON RIVER, IN
 MZ2514'A HEAVILY TIMBERED AREA BETWEEN RAILROAD AND RIVER.
 MZ2514'
 MZ2514'TO REACH STATION FROM THE POST OFFICE IN CASTLETON-ON-HUDSON, GO
 MZ2514'SOUTH ON STATE HIGHWAY 9J FOR 0.15 MILE TO FIELD ROAD RIGHT, JUST
 MZ2514'AFTER CROSSING THE VLOCKIE KILL BRIDGE.  GO RIGHT 0.1 MILE TO
 MZ2514'RAILROAD CROSSING AND END OF TRUCK TRAVEL.  WALK NORTH ALONG
 MZ2514'RAILROAD TRACKS FOR 225 FEET, THEN GO WEST THROUGH TREES TO
 MZ2514'STATION.
 MZ2514'
 MZ2514'STATION MARK IS A STANDARD DISK STAMPED CASTLE 1934, SET IN THE
 MZ2514'TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT
 MZ2514'IS 127 FEET WEST OF WEST RAIL OF THE RAILROAD TRACKS, 50 FEET
 MZ2514'EAST OF THE WOODEN DIKE AT RIVERS EDGE, (WHICH IS UNDER WATER
 MZ2514'AT HIGH TIDE), 28 FEET WEST OF A LARGE TREE WHICH IS THE 2ND ONE
 MZ2514'SOUTH FROM NORTH END OF A GROUP OF VERY LARGE TREES, 425 FEET
 MZ2514'SOUTH-SOUTHWEST OF RAILROAD BRIDGE NO.340, 160 FEET SOUTH OF
 MZ2514'THE POINT WHERE RIVER SHORE BEARS RIGHT IN TO THE RAILROAD
 MZ2514'BRIDGE, 98 FEET NORTH-NORTHEAST OF A HUGE 4-FOOT-DIAMETER
 MZ2514'TREE SETTING AT RIVER EDGE, 2 FEET SOUTH OF A METAL WITNESS
 MZ2514'POST, AND ABOUT OPPOSITE THE 2ND AND 3RD TELEGRAPH POLES NORTH
 MZ2514'FROM THE RAILROAD CROSSING.
 MZ2514'
 MZ2514'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CASTLE NO 1
 MZ2514'1934, SET IN THE TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 MZ2514'WITH GROUND AND 0.6 FOOT LOWER THAN STATION MARK.
 MZ2514'
 MZ2514'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CASTLE NO 2
 MZ2514'1934, SET IN THE TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT 6 INCHES
 MZ2514'BELOW GROUND LEVEL.  AT THE EAST BASE OF A DOUBLE-TRUNKED,
 MZ2514'6-INCH-DIAMETER TREE, 47 FEET EAST OF THE WOODEN DIKE, 38 FEET
 MZ2514'NORTHEAST OF THE HUGE 4-FOOT-THICK TREE AT RIVER EDGE, AND 1 FOOT
 MZ2514'LOWER THAN STATION MARK.
 MZ2514'
 MZ2514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2514'1/4 MILE SOUTH OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3853 ***********************************************************************
 KU3853  DESIGNATION -  CASTLE 1905
 KU3853  PID         -  KU3853
 KU3853  STATE/COUNTY-  NY/BRONX
 KU3853  USGS QUAD   -  FLUSHING (1979)
 KU3853
 KU3853                         *CURRENT SURVEY CONTROL
 KU3853  ___________________________________________________________________
 KU3853* NAD 83(1996)-  40 48 57.26204(N)    073 50 47.49114(W)     ADJUSTED  
 KU3853* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KU3853  ___________________________________________________________________
 KU3853  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KU3853  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU3853
 KU3853  HORZ ORDER  -  SECOND
 KU3853
 KU3853.The horizontal coordinates were established by classical geodetic methods
 KU3853.and adjusted by the National Geodetic Survey in January 1999..
 KU3853
 KU3853.The orthometric height was scaled from a topographic map.
 KU3853
 KU3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3853
 KU3853.The geoid height was determined by GEOID03.
 KU3853
 KU3853;                    North         East     Units Scale Factor Converg.
 KU3853;SPC NY E     -   220,311.080   205,127.567   MT  0.99993739   +0 25 37.7
 KU3853;SPC NY E     -   722,803.93    672,989.36   sFT  0.99993739   +0 25 37.7
 KU3853;SPC NY L     -    72,106.968   312,948.411   MT  0.99999508   +0 06 01.4
 KU3853;SPC NY L     -   236,570.94  1,026,731.58   sFT  0.99999508   +0 06 01.4
 KU3853;UTM  18      - 4,518,961.311   597,279.369   MT  0.99971648   +0 45 14.4
 KU3853
 KU3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3853!SPC NY E     -   1.00000371  x   0.99993739  =   0.99994110
 KU3853!SPC NY L     -   1.00000371  x   0.99999508  =   0.99999879
 KU3853!UTM  18      -   1.00000371  x   0.99971648  =   0.99972019
 KU3853
 KU3853:                Primary Azimuth Mark                     Grid Az
 KU3853:SPC NY E     -  WESTCHESTER COURTHOUSE                   003 35 26.9
 KU3853:SPC NY L     -  WESTCHESTER COURTHOUSE                   003 55 03.2
 KU3853:UTM  18      -  WESTCHESTER COURTHOUSE                   003 15 50.2
 KU3853
 KU3853|---------------------------------------------------------------------|
 KU3853| PID    Reference Object                     Distance      Geod. Az  |
 KU3853|                                                           dddmmss.s |
 KU3853| KU3865 WESTCHESTER COURTHOUSE              APPROX. 3.0 KM 0040104.6 |
 KU3853| KU3811 LUDLOW 1905                         APPROX. 2.2 KM 2971313.6 |
 KU3853|---------------------------------------------------------------------|
 KU3853
 KU3853                          SUPERSEDED SURVEY CONTROL
 KU3853
 KU3853  NAD 83(1996)-  40 48 57.26280(N)    073 50 47.49166(W) AD(       ) 2
 KU3853  NAD 83(1992)-  40 48 57.26174(N)    073 50 47.49239(W) AD(       ) 2
 KU3853  NAD 83(1986)-  40 48 57.26513(N)    073 50 47.49092(W) AD(       ) 2
 KU3853  NAD 27      -  40 48 56.90300(N)    073 50 49.00700(W) AD(       ) 2
 KU3853
 KU3853.Superseded values are not recommended for survey control.
 KU3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3853.See file dsdata.txt to determine how the superseded data were derived.
 KU3853
 KU3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9727918961(NAD 83)
 KU3853_MARKER: B = BOLT
 KU3853_SETTING: 0 = UNSPECIFIED SETTING
 KU3853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3853
 KU3853  HISTORY     - Date     Condition        Report By
 KU3853  HISTORY     - 1905     MONUMENTED       CGS
 KU3853  HISTORY     - 1932     MARK NOT FOUND   CGS
 KU3853
 KU3853                          STATION DESCRIPTION
 KU3853
 KU3853'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (ATM)
 KU3853'STATION IS SITUATED ON CASTLE HILL, IN THE GROUNDS OF JOHN B. MC
 KU3853'DONALD, JUST S OF THE VILLAGE OF UNIONPORT, BOROUGH OF THE BRONX,
 KU3853'NEW YORK CITY.
 KU3853'
 KU3853'THE STATION CONSISTS OF A 68-FOOT TRIPOD AND SCAFFOLD.  IT IS
 KU3853'MARKED BY THE REGULAR U.S.C. AND G.S. BRASS MARKING BOLT SET IN A
 KU3853'6- BY 6-INCH BY 3-FOOT GRANITE BLOCK SET IN CONCRETE 3 BY 3 BY 4
 KU3853'FEET.  THE EXACT POINT IS A SMALL HOLE DRILLED IN TOP OF BOLT.
 KU3853'
 KU3853'REACHED BY ELECTRIC CAR FROM WESTCHESTER VILLAGE TO UNIONPORT,
 KU3853'GETTING OFF AT CASTLE HILL AVENUE AND WALKING S ON CASTLE HILL
 KU3853'AVENUE TO IT TERMINUS, THENCE FOLLOWING WAGON ROAD TO CASTLE HILL.
 KU3853
 KU3853                          STATION RECOVERY (1932)
 KU3853
 KU3853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3853'STATION IS LOST.
 KU3853'
 KU3853'THE HILL, ON WHICH THIS STATION WAS SITUATED, HAS BEEN CUT AWAY
 KU3853'AND THE MONUMENT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4118 ***********************************************************************
 LX4118  DESIGNATION -  CASTLE AZ 1 ECC
 LX4118  PID         -  LX4118
 LX4118  STATE/COUNTY-  NY/WESTCHESTER
 LX4118  USGS QUAD   -  WHITE PLAINS (1967)
 LX4118
 LX4118                         *CURRENT SURVEY CONTROL
 LX4118  ___________________________________________________________________
 LX4118* NAD 83(1996)-  41 03 27.09608(N)    073 50 01.75693(W)     ADJUSTED  
 LX4118* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 LX4118  ___________________________________________________________________
 LX4118  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 LX4118  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LX4118
 LX4118  HORZ ORDER  -  SECOND
 LX4118
 LX4118.The horizontal coordinates were established by classical geodetic methods
 LX4118.and adjusted by the National Geodetic Survey in January 1999..
 LX4118
 LX4118.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4118
 LX4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4118
 LX4118.The geoid height was determined by GEOID03.
 LX4118
 LX4118;                    North         East     Units Scale Factor Converg.
 LX4118;SPC NY E     -   247,149.338   205,994.878   MT  0.99993858   +0 26 15.2
 LX4118;SPC NY E     -   810,855.79    675,834.86   sFT  0.99993858   +0 26 15.2
 LX4118;UTM  18      - 4,545,798.166   597,993.028   MT  0.99971818   +0 45 57.7
 LX4118
 LX4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4118!SPC NY E     -   0.99999204  x   0.99993858  =   0.99993062
 LX4118!UTM  18      -   0.99999204  x   0.99971818  =   0.99971023
 LX4118
 LX4118                          SUPERSEDED SURVEY CONTROL
 LX4118
 LX4118  NAD 83(1996)-  41 03 27.09652(N)    073 50 01.75761(W) AD(       ) 2
 LX4118  NAD 83(1992)-  41 03 27.09520(N)    073 50 01.75795(W) AD(       ) 2
 LX4118  NAD 83(1986)-  41 03 27.09832(N)    073 50 01.75674(W) AD(       ) 2
 LX4118  NAD 27      -  41 03 26.74879(N)    073 50 03.26991(W) AD(       ) 2
 LX4118  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 LX4118
 LX4118.Superseded values are not recommended for survey control.
 LX4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4118.See file dsdata.txt to determine how the superseded data were derived.
 LX4118
 LX4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9799345798(NAD 83)
 LX4118_MARKER: Z = SEE DESCRIPTION
 LX4118_SETTING: 0 = UNSPECIFIED SETTING
 LX4118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4118
 LX4118  HISTORY     - Date     Condition        Report By
 LX4118  HISTORY     - 1965     MONUMENTED       NY-119
 LX4118
 LX4118                          STATION DESCRIPTION
 LX4118
 LX4118'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4118'POSITION DETERMINED BY TRAVERSE FROM STATION CASTLE 1938
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7902 ***********************************************************************
 AA7902  CBN         -  This is a Cooperative Base Network Control Station.
 AA7902  DESIGNATION -  CASTLE CREEK
 AA7902  PID         -  AA7902
 AA7902  STATE/COUNTY-  NY/BROOME
 AA7902  USGS QUAD   -  CASTLE CREEK (1976)
 AA7902
 AA7902                         *CURRENT SURVEY CONTROL
 AA7902  ___________________________________________________________________
 AA7902* NAD 83(1996)-  42 14 03.95762(N)    075 54 50.49969(W)     ADJUSTED  
 AA7902* NAVD 88     -       322.3    (meters)    1057.     (feet)  GPS OBS   
 AA7902  ___________________________________________________________________
 AA7902  X           -   1,151,114.993 (meters)                     COMP
 AA7902  Y           -  -4,587,534.209 (meters)                     COMP
 AA7902  Z           -   4,265,114.295 (meters)                     COMP
 AA7902  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 AA7902  ELLIP HEIGHT-         289.90  (meters)          (12/03/02) GPS OBS
 AA7902  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 AA7902
 AA7902  HORZ ORDER  -  B
 AA7902  ELLP ORDER  -  THIRD     CLASS I
 AA7902
 AA7902.The horizontal coordinates were established by GPS observations
 AA7902.and adjusted by the National Geodetic Survey in July 1997..
 AA7902
 AA7902.The orthometric height was determined by GPS observations and a
 AA7902.high-resolution geoid model.
 AA7902
 AA7902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7902
 AA7902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7902
 AA7902.The ellipsoidal height was determined by GPS observations
 AA7902.and is referenced to NAD 83.
 AA7902
 AA7902.The geoid height was determined by GEOID03.
 AA7902
 AA7902;                    North         East     Units Scale Factor Converg.
 AA7902;SPC NY E     -   378,605.333    33,288.226   MT  1.00006755   -0 57 02.0
 AA7902;SPC NY E     - 1,242,141.00    109,213.12   sFT  1.00006755   -0 57 02.0
 AA7902;UTM  18      - 4,676,209.926   424,580.567   MT  0.99966999   -0 36 51.9
 AA7902
 AA7902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7902!SPC NY E     -   0.99995453  x   1.00006755  =   1.00002208
 AA7902!UTM  18      -   0.99995453  x   0.99966999  =   0.99962454
 AA7902
 AA7902                          SUPERSEDED SURVEY CONTROL
 AA7902
 AA7902  ELLIP H (07/24/97)  289.91   (m)                       GP(       ) 1 1
 AA7902  NAD 83(1992)-  42 14 03.95703(N)    075 54 50.49903(W) AD(       ) B
 AA7902  NAD 83(1992)-  42 14 03.95705(N)    075 54 50.49901(W) AD(       ) B
 AA7902  ELLIP H (08/31/95)  289.85   (m)                       GP(       ) 1 1
 AA7902
 AA7902.Superseded values are not recommended for survey control.
 AA7902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7902.See file dsdata.txt to determine how the superseded data were derived.
 AA7902
 AA7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2458176210(NAD 83)
 AA7902_MARKER: A = ALUMINUM MARKER
 AA7902_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA7902_STAMPING: CASTLE CREEK CBN 1994 NYSDOT GPS STATION
 AA7902_MARK LOGO: NYDT  
 AA7902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7902+STABILITY: SURFACE MOTION
 AA7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7902+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 AA7902
 AA7902  HISTORY     - Date     Condition        Report By
 AA7902  HISTORY     - 1994     MONUMENTED       NYDT
 AA7902  HISTORY     - 20060717 GOOD             USPSQD
 AA7902
 AA7902                          STATION DESCRIPTION
 AA7902
 AA7902'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7902'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) NORTH OF BINGHAMTON, IN
 AA7902'THE HAMLET OF CASTLE CREEK, IN THE NORTH ANGLE OF THE JUNCTION OF
 AA7902'INTERSTATE HIGHWAY 81 AND U.S. HIGHWAY 11, NEAR THE SOUTHEAST CORNER
 AA7902'OF THE PERIMETER CHAIN LINK FENCE AROUND THE NEW YORK DEPARTMENT OF
 AA7902'TRANSPORTATION CASTLE CREEK RESIDENCY.  OWNERSHIP--HIGHWAY
 AA7902'RIGHT-OF-WAY.
 AA7902' 
 AA7902'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 81 OVERPASS BRIDGE
 AA7902'OVER U.S. HIGHWAY 11 AT CASTLE CREEK, GO NORTHEAST ON HIGHWAY 11 FOR
 AA7902'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT JUST PAST THE INTERSTATE
 AA7902'81 NORTHBOUND ON RAMP.
 AA7902' 
 AA7902'THE STATION IS THE TOP CENTER OF A 15 X 20 CM ALUMINUM PLATE IMBEDDED
 AA7902'IN A 60 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND WHICH WAS THE
 AA7902'BASE FOR AN ABANDONED HIGHWAY SIGN.  IT IS 40.0 M (131.2 FT) NORTHEAST
 AA7902'FROM THE CENTER OF THE NORTHBOUND INTERSTATE 81 ON RAMP, 14.4 M (47.2
 AA7902'FT) SOUTH FROM THE SOUTHEAST CORNER POST OF THE CHAIN LINK FENCE, 11.1
 AA7902'M (36.4 FT) NORTHWEST FROM THE CENTER OF HIGHWAY 11, AND 5.0 M (16.4
 AA7902'FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 AA7902
 AA7902                          STATION RECOVERY (2006)
 AA7902
 AA7902'RECOVERY NOTE BY US POWER SQUADRON 2006 (NLH)
 AA7902'THERE IS NO WITNESS POST.THERE IS NO VISIBLE CEMENT BASE, HOWEVER
 AA7902'THERE IS THE 15 X 20 CM ALUMINUM PLATE. 6 FEET WEST THE OTHER ALUMINUM
 AA7902'PLATE SAYS NYS DOT GPS STATION. CURRENTLY THERE IS WHITE PLASTIC OVER
 AA7902'THE AREA FOR ARIEL VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2465 ***********************************************************************
 LY2465  DESIGNATION -  CASTLE POINT
 LY2465  PID         -  LY2465
 LY2465  STATE/COUNTY-  NY/ULSTER
 LY2465  USGS QUAD   -  NAPANOCH (1956)
 LY2465
 LY2465                         *CURRENT SURVEY CONTROL
 LY2465  ___________________________________________________________________
 LY2465* NAD 83(1996)-  41 42 11.17910(N)    074 16 23.89122(W)     ADJUSTED  
 LY2465* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 LY2465  ___________________________________________________________________
 LY2465  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LY2465  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LY2465
 LY2465  HORZ ORDER  -  SECOND
 LY2465
 LY2465.The horizontal coordinates were established by classical geodetic methods
 LY2465.and adjusted by the National Geodetic Survey in January 1999..
 LY2465
 LY2465.The orthometric height was scaled from a topographic map.
 LY2465
 LY2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2465
 LY2465.The geoid height was determined by GEOID03.
 LY2465
 LY2465;                    North         East     Units Scale Factor Converg.
 LY2465;SPC NY E     -   318,651.962   168,867.181   MT  0.99990438   +0 09 02.9
 LY2465;SPC NY E     - 1,045,443.98    554,025.08   sFT  0.99990438   +0 09 02.9
 LY2465;UTM  18      - 4,617,068.294   560,462.440   MT  0.99964499   +0 29 00.5
 LY2465
 LY2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2465!SPC NY E     -   0.99990022  x   0.99990438  =   0.99980461
 LY2465!UTM  18      -   0.99990022  x   0.99964499  =   0.99954525
 LY2465
 LY2465:                Primary Azimuth Mark                     Grid Az
 LY2465:SPC NY E     -  LAKE MINNEWASK WILDMERE HSE TK           046 07 45.7
 LY2465:UTM  18      -  LAKE MINNEWASK WILDMERE HSE TK           045 47 48.1
 LY2465
 LY2465|---------------------------------------------------------------------|
 LY2465| PID    Reference Object                     Distance      Geod. Az  |
 LY2465|                                                           dddmmss.s |
 LY2465| LY2459 LAKE MINNEWASK WILDMERE HSE TK      APPROX. 4.1 KM 0461648.6 |
 LY2465| CB3780 CASTLE POINT RM 1                    11.870 METERS 04701     |
 LY2465| LY2461 LAKE MINNEWASK CLIFF HSE SPIPE      APPROX. 4.2 KM 0540739.0 |
 LY2465| LY2462 LAKE MINNEWASKA CLIFF HSE TANK      APPROX. 4.2 KM 0541528.4 |
 LY2465| LY2469 HEIGHT                              APPROX. 5.9 KM 2705626.1 |
 LY2465| LY2468 HIGH POINT LOOKOUT TOWER            APPROX. 6.0 KM 2752948.5 |
 LY2465| CB3781 CASTLE POINT RM 2                    13.624 METERS 33701     |
 LY2465|---------------------------------------------------------------------|
 LY2465
 LY2465                          SUPERSEDED SURVEY CONTROL
 LY2465
 LY2465  NAD 83(1986)-  41 42 11.18209(N)    074 16 23.89258(W) AD(       ) 2
 LY2465  NAD 27      -  41 42 10.84600(N)    074 16 25.35400(W) AD(       ) 2
 LY2465
 LY2465.Superseded values are not recommended for survey control.
 LY2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2465.See file dsdata.txt to determine how the superseded data were derived.
 LY2465
 LY2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM6046217068(NAD 83)
 LY2465
 LY2465  HISTORY     - Date     Condition        Report By
 LY2465  HISTORY     - 1942     MONUMENTED       CGS
 LY2465  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LY2465
 LY2465                          STATION DESCRIPTION
 LY2465
 LY2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2465'STATION IS ABOUT 9 MILES NW OF GARDINIER, ON A SUMMIT OF THE
 LY2465'SHAWANGUNK MOUNTAINS, AT A PROMINENT LEDGE KNOWN AS CASTLE POINT
 LY2465'AND ON LAND OWNED BY GEORGE SMILEY AND SON.  IT IS ON A LARGE
 LY2465'FLAT-TOPPED ROCK ABOUT 75 FEET S OF THE CLIFF AND THE ROAD THAT
 LY2465'RUNS ALONG THE EASTERN SIDE OF THE ROCK WHICH IS ABOUT 15 FEET
 LY2465'HIGH ON ITS EASTERN SIDE.  THE DISK IS FLUSH WITH THE ROCK AND
 LY2465'IS STAMPED CASTLE POINT 1942.
 LY2465'
 LY2465'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 LY2465'IN OUTCROPPING BEDROCK.
 LY2465'
 LY2465'REFERENCE MARK NO.1 IS NE OF THE STATION IN THE SAME ROCK
 LY2465'OUTCROP AS THE STATION.  THE DISK IS STAMPED CASTLE POINT NO.1 1942.
 LY2465'
 LY2465'REFERENCE MARK NO.2 IS NORTHWESTERLY FROM THE STATION, IN THE
 LY2465'SAME ROCK OUTCROP AS THE STATION.  THE DISK IS STAMPED CASTLE
 LY2465'POINT NO.2 1942.
 LY2465'
 LY2465'NO AZIMUTH MARK WAS SET FOR THIS STATION BUT STATION HEIGHT,
 LY2465'WHICH IS ABOUT 3 MILES WESTERLY, WILL SERVE AS AN AZIMUTH MARK.  IT
 LY2465'IS VISIBLE FROM THE GROUND.
 LY2465'
 LY2465'TO REACH THE STATION FROM GARDINIER, GO WESTERLY ON U.S. HIGHWAY
 LY2465'55 FOR 9.4 MILES TO SIGN LAKE MINNEWASKA.  TURN LEFT THROUGH
 LY2465'TOLL GATE AND FOLLOW SIGNS TO WILDMERE HOUSE.  HERE IT WILL BE
 LY2465'NECESSARY TO CONTACT MR. SMILEY ABOUT THE ROUTE TO THE STATION.
 LY2465'THE ROADS FROM HERE ARE BUGGY ROADS AND MR. SMILEY DOES NOT PERMIT
 LY2465'TRAVEL WITH MOTOR VEHICLES EXCEPT BY SPECIAL PERMISSION.  HE
 LY2465'WILL DIRECT PARTIES TO THE STATION.
 LY2465'
 LY2465'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION SKY TOP.
 LY2465'
 LY2465'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION FRANKEL.
 LY2465'
 LY2465'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION BARCLAY.
 LY2465'
 LY2465'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION SAMS POINT.
 LY2465'
 LY2465'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LY2465
 LY2465                          STATION RECOVERY (1975)
 LY2465
 LY2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2465'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 LY2465'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS SOMEWHAT
 LY2465'OBSTRUCTED.  RM 1 IS NORTHEAST OF STATION AND RM 2 IS
 LY2465'NORTH-NORTHWEST.
 LY2465'
 LY2465'THE 1942 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LY2465'
 LY2465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2465'7 MILES WNW OF GARDINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4454 ***********************************************************************
 LX4454  DESIGNATION -  CASTLE PT US VET HOSP PWR STK
 LX4454  PID         -  LX4454
 LX4454  STATE/COUNTY-  NY/DUTCHESS
 LX4454  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4454
 LX4454                         *CURRENT SURVEY CONTROL
 LX4454  ___________________________________________________________________
 LX4454* NAD 83(1996)-  41 32 45.03098(N)    073 58 24.05524(W)     ADJUSTED  
 LX4454* NAVD 88     -                                                        
 LX4454  ___________________________________________________________________
 LX4454  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 LX4454  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LX4454
 LX4454  HORZ ORDER  -  THIRD
 LX4454
 LX4454.The horizontal coordinates were established by classical geodetic methods
 LX4454.and adjusted by the National Geodetic Survey in January 1999..
 LX4454
 LX4454
 LX4454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4454
 LX4454.The geoid height was determined by GEOID03.
 LX4454
 LX4454;                    North         East     Units Scale Factor Converg.
 LX4454;SPC NY E     -   301,296.194   193,938.025   MT  0.99992375   +0 20 57.4
 LX4454;SPC NY E     -   988,502.60    636,278.34   sFT  0.99992375   +0 20 57.4
 LX4454;UTM  18      - 4,599,862.396   585,627.270   MT  0.99969023   +0 40 51.4
 LX4454
 LX4454                          SUPERSEDED SURVEY CONTROL
 LX4454
 LX4454  NAD 83(1986)-  41 32 45.03306(N)    073 58 24.05750(W) AD(       ) 4
 LX4454  NAD 27      -  41 32 44.70400(N)    073 58 25.56000(W) AD(       ) 3
 LX4454
 LX4454.Superseded values are not recommended for survey control.
 LX4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4454.See file dsdata.txt to determine how the superseded data were derived.
 LX4454
 LX4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8562799862(NAD 83)
 LX4454
 LX4454  HISTORY     - Date     Condition        Report By
 LX4454  HISTORY     - 1933     MONUMENTED       CGS
 LX4454
 LX4454                          STATION DESCRIPTION
 LX4454
 LX4454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4454'THIS STATION IS A TALL LIGHT YELLOW STACK AT POWER HOUSE,
 LX4454'U.S. VETERANS HOSPITAL, CASTLE POINT.  IT IS ON THE EASTERN SHORE
 LX4454'OF THE HUDSON RIVER ABOUT 2 MILES N OF BEACON, NEW YORK.  SKETCH
 LX4454'BELOW GIVES DETAILS OF LOCALITY.
 LX4454'
 LX4454'HEIGHT OF SIGNAL ABOVE STATION MARK - 40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4457 ***********************************************************************
 LX4457  DESIGNATION -  CASTLE PT US VET HOSP FLAGPOLE
 LX4457  PID         -  LX4457
 LX4457  STATE/COUNTY-  NY/DUTCHESS
 LX4457  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4457
 LX4457                         *CURRENT SURVEY CONTROL
 LX4457  ___________________________________________________________________
 LX4457* NAD 83(1996)-  41 32 39.29782(N)    073 57 49.76258(W)     ADJUSTED  
 LX4457* NAVD 88     -                                                        
 LX4457  ___________________________________________________________________
 LX4457  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 LX4457  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX4457
 LX4457  HORZ ORDER  -  THIRD
 LX4457
 LX4457.The horizontal coordinates were established by classical geodetic methods
 LX4457.and adjusted by the National Geodetic Survey in January 1999..
 LX4457
 LX4457
 LX4457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4457
 LX4457.The geoid height was determined by GEOID03.
 LX4457
 LX4457;                    North         East     Units Scale Factor Converg.
 LX4457;SPC NY E     -   301,124.224   194,733.849   MT  0.99992462   +0 21 20.2
 LX4457;SPC NY E     -   987,938.39    638,889.30   sFT  0.99992462   +0 21 20.2
 LX4457;UTM  18      - 4,599,695.075   586,423.890   MT  0.99969191   +0 41 14.0
 LX4457
 LX4457                          SUPERSEDED SURVEY CONTROL
 LX4457
 LX4457  NAD 83(1986)-  41 32 39.29986(N)    073 57 49.76486(W) AD(       ) 4
 LX4457  NAD 27      -  41 32 38.96900(N)    073 57 51.26500(W) AD(       ) 3
 LX4457
 LX4457.Superseded values are not recommended for survey control.
 LX4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4457.See file dsdata.txt to determine how the superseded data were derived.
 LX4457
 LX4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8642499695(NAD 83)
 LX4457
 LX4457  HISTORY     - Date     Condition        Report By
 LX4457  HISTORY     - 1933     MONUMENTED       CGS
 LX4457
 LX4457                          STATION DESCRIPTION
 LX4457
 LX4457'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LX4457'SEE STATION CASTLE PT US VET HOSP TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4460 ***********************************************************************
 LX4460  DESIGNATION -  CASTLE PT US VET HOSP TANK
 LX4460  PID         -  LX4460
 LX4460  STATE/COUNTY-  NY/DUTCHESS
 LX4460  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4460
 LX4460                         *CURRENT SURVEY CONTROL
 LX4460  ___________________________________________________________________
 LX4460* NAD 83(1996)-  41 32 35.59655(N)    073 57 44.02546(W)     ADJUSTED  
 LX4460* NAVD 88     -                                                        
 LX4460  ___________________________________________________________________
 LX4460  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 LX4460  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX4460
 LX4460  HORZ ORDER  -  THIRD
 LX4460
 LX4460.The horizontal coordinates were established by classical geodetic methods
 LX4460.and adjusted by the National Geodetic Survey in January 1999..
 LX4460
 LX4460
 LX4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4460
 LX4460.The geoid height was determined by GEOID03.
 LX4460
 LX4460;                    North         East     Units Scale Factor Converg.
 LX4460;SPC NY E     -   301,010.873   194,867.520   MT  0.99992477   +0 21 23.9
 LX4460;SPC NY E     -   987,566.51    639,327.86   sFT  0.99992477   +0 21 23.9
 LX4460;UTM  18      - 4,599,582.525   586,558.184   MT  0.99969220   +0 41 17.8
 LX4460
 LX4460                          SUPERSEDED SURVEY CONTROL
 LX4460
 LX4460  NAD 83(1986)-  41 32 35.59856(N)    073 57 44.02775(W) AD(       ) 4
 LX4460  NAD 27      -  41 32 35.26900(N)    073 57 45.53000(W) AD(       ) 3
 LX4460
 LX4460.Superseded values are not recommended for survey control.
 LX4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4460.See file dsdata.txt to determine how the superseded data were derived.
 LX4460
 LX4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8655899583(NAD 83)
 LX4460
 LX4460  HISTORY     - Date     Condition        Report By
 LX4460  HISTORY     - 1933     MONUMENTED       CGS
 LX4460
 LX4460                          STATION DESCRIPTION
 LX4460
 LX4460'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4460'STATION SILVER TANK IS A SILVER-COLORED WATER TOWER.  HOSP IS A
 LX4460'FLAGPOLE.  BOTH OF THESE STATIONS ARE LOCATED AT U.S. VETERANS
 LX4460'HOSPITAL NO.98 AT CASTLE POINT, NEW YORK ON THE E SHORE OF THE
 LX4460'HUDSON RIVER AND 2 MILES N OF BEACON, NEW YORK.  SILVER TANK IS
 LX4460'APPROXIMATELY 30 METERS HIGH AND HOSP IS APPROXIMATELY 25 METERS
 LX4460'HIGH.  SKETCH BELOW GIVES DETAILS OF BOTH STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2493 ***********************************************************************
 MZ2493  DESIGNATION -  CASTLETON BRICK STACK
 MZ2493  PID         -  MZ2493
 MZ2493  STATE/COUNTY-  NY/RENSSELAER
 MZ2493  USGS QUAD   -  DELMAR (1980)
 MZ2493
 MZ2493                         *CURRENT SURVEY CONTROL
 MZ2493  ___________________________________________________________________
 MZ2493* NAD 83(1996)-  42 31 45.50402(N)    073 45 18.31728(W)     ADJUSTED  
 MZ2493* NAVD 88     -                                                        
 MZ2493  ___________________________________________________________________
 MZ2493  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MZ2493  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2493
 MZ2493  HORZ ORDER  -  THIRD
 MZ2493
 MZ2493.The horizontal coordinates were established by classical geodetic methods
 MZ2493.and adjusted by the National Geodetic Survey in January 1999..
 MZ2493
 MZ2493
 MZ2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2493
 MZ2493.The geoid height was determined by GEOID03.
 MZ2493
 MZ2493;                    North         East     Units Scale Factor Converg.
 MZ2493;SPC NY E     -   410,657.635   211,196.449   MT  0.99994606   +0 30 12.8
 MZ2493;SPC NY E     - 1,347,299.26    692,900.35   sFT  0.99994606   +0 30 12.8
 MZ2493;UTM  18      - 4,709,298.154   602,242.520   MT  0.99972861   +0 50 29.7
 MZ2493
 MZ2493                          SUPERSEDED SURVEY CONTROL
 MZ2493
 MZ2493  NAD 83(1996)-  42 31 45.50594(N)    073 45 18.31874(W) AD(       ) 4
 MZ2493  NAD 83(1996)-  42 31 45.50614(N)    073 45 18.31869(W) AD(       ) 4
 MZ2493  NAD 83(1992)-  42 31 45.50644(N)    073 45 18.31834(W) AD(       ) 4
 MZ2493  NAD 83(1992)-  42 31 45.50690(N)    073 45 18.31806(W) AD(       ) 4
 MZ2493  NAD 83(1986)-  42 31 45.50704(N)    073 45 18.31740(W) AD(       ) 4
 MZ2493  NAD 27      -  42 31 45.20500(N)    073 45 19.88600(W) AD(       ) 3
 MZ2493
 MZ2493.Superseded values are not recommended for survey control.
 MZ2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2493.See file dsdata.txt to determine how the superseded data were derived.
 MZ2493
 MZ2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0224309298(NAD 83)
 MZ2493
 MZ2493  HISTORY     - Date     Condition        Report By
 MZ2493  HISTORY     - 1934     MONUMENTED       CGS
 MZ2493  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2493  HISTORY     - 19950827 MARK NOT FOUND   USPSQD
 MZ2493  HISTORY     - 19971111 MARK NOT FOUND   USPSQD
 MZ2493
 MZ2493                          STATION DESCRIPTION
 MZ2493
 MZ2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2493'STACK OF OLD ABANDONED FACTORY AT GREEN AVENUE AND SECOND STREET,
 MZ2493'CASTLETON, NEW YORK.  STACK BUILT OF BRICK IS CIRCULAR AND ABOUT
 MZ2493'120 FEET HIGH.
 MZ2493
 MZ2493                          STATION RECOVERY (1935)
 MZ2493
 MZ2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2493'RECOVERED IN GOOD CONDITION AS DESCRIBED.  HEIGHT OF STACK IS
 MZ2493'PROBABLY CLOSER TO 150 FEET, OTHERWISE PRESENT DESCRIPTION IS
 MZ2493'ADEQUATE.
 MZ2493
 MZ2493                          STATION RECOVERY (1995)
 MZ2493
 MZ2493'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2493'MARK NOT FOUND.
 MZ2493
 MZ2493                          STATION RECOVERY (1997)
 MZ2493
 MZ2493'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ2493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2481 ***********************************************************************
 MZ2481  DESIGNATION -  CASTLETON CONVENT FLAGPOLE
 MZ2481  PID         -  MZ2481
 MZ2481  STATE/COUNTY-  NY/RENSSELAER
 MZ2481  USGS QUAD   -  DELMAR (1980)
 MZ2481
 MZ2481                         *CURRENT SURVEY CONTROL
 MZ2481  ___________________________________________________________________
 MZ2481* NAD 83(1996)-  42 32 12.90187(N)    073 45 07.52692(W)     ADJUSTED  
 MZ2481* NAVD 88     -                                                        
 MZ2481  ___________________________________________________________________
 MZ2481  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MZ2481  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2481
 MZ2481  HORZ ORDER  -  THIRD
 MZ2481
 MZ2481.The horizontal coordinates were established by classical geodetic methods
 MZ2481.and adjusted by the National Geodetic Survey in January 1999..
 MZ2481
 MZ2481
 MZ2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2481
 MZ2481.The geoid height was determined by GEOID03.
 MZ2481
 MZ2481;                    North         East     Units Scale Factor Converg.
 MZ2481;SPC NY E     -   411,505.129   211,435.228   MT  0.99994642   +0 30 20.3
 MZ2481;SPC NY E     - 1,350,079.74    693,683.74   sFT  0.99994642   +0 30 20.3
 MZ2481;UTM  18      - 4,710,146.857   602,476.243   MT  0.99972920   +0 50 37.5
 MZ2481
 MZ2481                          SUPERSEDED SURVEY CONTROL
 MZ2481
 MZ2481  NAD 83(1996)-  42 32 12.90386(N)    073 45 07.52835(W) AD(       ) 4
 MZ2481  NAD 83(1996)-  42 32 12.90406(N)    073 45 07.52830(W) AD(       ) 4
 MZ2481  NAD 83(1992)-  42 32 12.90435(N)    073 45 07.52796(W) AD(       ) 4
 MZ2481  NAD 83(1992)-  42 32 12.90479(N)    073 45 07.52772(W) AD(       ) 4
 MZ2481  NAD 83(1986)-  42 32 12.90495(N)    073 45 07.52707(W) AD(       ) 4
 MZ2481  NAD 27      -  42 32 12.60400(N)    073 45 09.09200(W) AD(       ) 3
 MZ2481
 MZ2481.Superseded values are not recommended for survey control.
 MZ2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2481.See file dsdata.txt to determine how the superseded data were derived.
 MZ2481
 MZ2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0247610147(NAD 83)
 MZ2481
 MZ2481  HISTORY     - Date     Condition        Report By
 MZ2481  HISTORY     - 1934     MONUMENTED       CGS
 MZ2481  HISTORY     - 19971111 MARK NOT FOUND   USPSQD
 MZ2481
 MZ2481                          STATION DESCRIPTION
 MZ2481
 MZ2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2481'FLAGPOLE AT CONVENT ON N MAIN STREET, CASTLETON, NEW YORK.
 MZ2481
 MZ2481                          STATION RECOVERY (1997)
 MZ2481
 MZ2481'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ2481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4475 ***********************************************************************
 KV4475  DESIGNATION -  CASTLETON CORNERS PS 29 FLAG
 KV4475  PID         -  KV4475
 KV4475  STATE/COUNTY-  NY/RICHMOND
 KV4475  USGS QUAD   -  THE NARROWS (1981)
 KV4475
 KV4475                         *CURRENT SURVEY CONTROL
 KV4475  ___________________________________________________________________
 KV4475* NAD 83(1996)-  40 36 49.52348(N)    074 06 58.58283(W)     ADJUSTED  
 KV4475* NAVD 88     -                                                        
 KV4475  ___________________________________________________________________
 KV4475  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KV4475  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4475
 KV4475  HORZ ORDER  -  THIRD
 KV4475
 KV4475.The horizontal coordinates were established by classical geodetic methods
 KV4475.and adjusted by the National Geodetic Survey in January 1999..
 KV4475
 KV4475
 KV4475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4475
 KV4475.The geoid height was determined by GEOID03.
 KV4475
 KV4475;                    North         East     Units Scale Factor Converg.
 KV4475;SPC NY L     -    49,653.806   290,160.435   MT  1.00000336   -0 04 33.8
 KV4475;SPC NY L     -   162,905.86    951,968.03   sFT  1.00000336   -0 04 33.8
 KV4475;SPC NJ       -   197,730.225   182,469.461   MT  0.99991297   +0 14 59.3
 KV4475;SPC NJ       -   648,719.91    598,651.89   sFT  0.99991297   +0 14 59.3
 KV4475;SPC NY E     -   197,730.225   182,469.461   MT  0.99991297   +0 14 59.3
 KV4475;SPC NY E     -   648,719.91    598,651.89   sFT  0.99991297   +0 14 59.3
 KV4475;UTM  18      - 4,496,257.112   574,755.422   MT  0.99966879   +0 34 31.1
 KV4475
 KV4475                          SUPERSEDED SURVEY CONTROL
 KV4475
 KV4475  NAD 83(1986)-  40 36 49.52269(N)    074 06 58.58047(W) AD(       ) 4
 KV4475  NAD 27      -  40 36 49.15400(N)    074 07 00.07700(W) AD(       ) 3
 KV4475
 KV4475.Superseded values are not recommended for survey control.
 KV4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4475.See file dsdata.txt to determine how the superseded data were derived.
 KV4475
 KV4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7475596257(NAD 83)
 KV4475_MARKER: 62 = FLAGPOLE
 KV4475
 KV4475  HISTORY     - Date     Condition        Report By
 KV4475  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4475
 KV4475                          STATION DESCRIPTION
 KV4475
 KV4475'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2521 ***********************************************************************
 MZ2521  DESIGNATION -  CASTLETON DIKE 1
 MZ2521  PID         -  MZ2521
 MZ2521  STATE/COUNTY-  NY/RENSSELAER
 MZ2521  USGS QUAD   -  DELMAR (1980)
 MZ2521
 MZ2521                         *CURRENT SURVEY CONTROL
 MZ2521  ___________________________________________________________________
 MZ2521* NAD 83(1996)-  42 30 51.76736(N)    073 46 02.89659(W)     ADJUSTED  
 MZ2521* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2521  ___________________________________________________________________
 MZ2521  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MZ2521  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2521
 MZ2521  HORZ ORDER  -  THIRD
 MZ2521
 MZ2521.The horizontal coordinates were established by classical geodetic methods
 MZ2521.and adjusted by the National Geodetic Survey in January 1999..
 MZ2521
 MZ2521.The orthometric height was scaled from a topographic map.
 MZ2521
 MZ2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2521
 MZ2521.The geoid height was determined by GEOID03.
 MZ2521
 MZ2521;                    North         East     Units Scale Factor Converg.
 MZ2521;SPC NY E     -   408,990.797   210,193.464   MT  0.99994456   +0 29 42.1
 MZ2521;SPC NY E     - 1,341,830.64    689,609.72   sFT  0.99994456   +0 29 42.1
 MZ2521;UTM  18      - 4,707,625.792   601,249.601   MT  0.99972613   +0 49 58.7
 MZ2521
 MZ2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2521!SPC NY E     -   1.00000481  x   0.99994456  =   0.99994937
 MZ2521!UTM  18      -   1.00000481  x   0.99972613  =   0.99973094
 MZ2521
 MZ2521                          SUPERSEDED SURVEY CONTROL
 MZ2521
 MZ2521  NAD 83(1996)-  42 30 51.76916(N)    073 46 02.89818(W) AD(       ) 3
 MZ2521  NAD 83(1996)-  42 30 51.76936(N)    073 46 02.89813(W) AD(       ) 3
 MZ2521  NAD 83(1992)-  42 30 51.76967(N)    073 46 02.89777(W) AD(       ) 3
 MZ2521  NAD 83(1992)-  42 30 51.77017(N)    073 46 02.89735(W) AD(       ) 3
 MZ2521  NAD 83(1986)-  42 30 51.77028(N)    073 46 02.89675(W) AD(       ) 3
 MZ2521  NAD 27      -  42 30 51.46500(N)    073 46 04.46200(W) AD(       ) 3
 MZ2521
 MZ2521.Superseded values are not recommended for survey control.
 MZ2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2521.See file dsdata.txt to determine how the superseded data were derived.
 MZ2521
 MZ2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0125007626(NAD 83)
 MZ2521
 MZ2521  HISTORY     - Date     Condition        Report By
 MZ2521  HISTORY     - 1924     MONUMENTED       USE
 MZ2521  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2521  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2521  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2521
 MZ2521                          STATION DESCRIPTION
 MZ2521
 MZ2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2521'ON THE E SIDE OF THE HUDSON RIVER ABOUT 7/8 MILE S OF
 MZ2521'CASTLETON MARKED BY A BRONZE SPIKE IN THE CROWN OF CASTLETON
 MZ2521'CONCRETE DIKE.
 MZ2521
 MZ2521                          STATION RECOVERY (1935)
 MZ2521
 MZ2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2521'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 MZ2521'WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE RECOVERY AND ASSIST
 MZ2521'IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2521
 MZ2521                          STATION RECOVERY (1969)
 MZ2521
 MZ2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2521'STATION MARK RECOVERED IN GOOD CONDITION.  LOCATED ALONG EAST
 MZ2521'BANK OF THE HUDSON RIVER, ABOUT 1500 FEET SOUTHWEST FROM NINE
 MZ2521'MILE TREE LIGHT, 30 FEET SOUTHWEST OF POINT WHERE TRACK ROAD
 MZ2521'BEARS LEFT, AWAY FROM DIKE, AND 108.7 FEET NORTHEAST FROM
 MZ2521'SOUTHWEST END OF CONCRETE DIKE (A LOOSE STONE DIKE CONTINUES
 MZ2521'SOUTHERLY).  MARKED BY A 1/2-INCH-SQUARE BRONZE PIN WITH CROSS
 MZ2521'IN TOP, CEMENTED IN DRILL HOLE IN CROWN OF ROUND-TOPPED,
 MZ2521'CONCRETE DIKE.  A 4-FOOT WHITE STRIPE RUNS DOWN FACE OF DIKE
 MZ2521'FROM THE MARK, AND THE NUMBER 1 IS PAINTED BESIDE THE
 MZ2521'STRIPE.
 MZ2521'
 MZ2521'TO REACH STATION FROM THE POST OFFICE IN CASTLETON-ON-HUDSON, GO
 MZ2521'SOUTH ON HIGHWAY 9J FOR 0.25 MILE.  TAKE FIELD ROAD RIGHT AND GO
 MZ2521'0.1 MILE TO GATE.  PASS THROUGH GATE, CROSS RAILROAD TRACKS, AND
 MZ2521'GO SOUTHERLY FOR 0.8 MILE TO MARK ON RIGHT.
 MZ2521'
 MZ2521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2521'1-1/4 MILES SW OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2534 ***********************************************************************
 MZ2534  DESIGNATION -  CASTLETON DIKE 2
 MZ2534  PID         -  MZ2534
 MZ2534  STATE/COUNTY-  NY/RENSSELAER
 MZ2534  USGS QUAD   -  DELMAR (1980)
 MZ2534
 MZ2534                         *CURRENT SURVEY CONTROL
 MZ2534  ___________________________________________________________________
 MZ2534* NAD 83(1996)-  42 31 02.81719(N)    073 45 54.35220(W)     ADJUSTED  
 MZ2534* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2534  ___________________________________________________________________
 MZ2534  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 MZ2534  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2534
 MZ2534  HORZ ORDER  -  THIRD
 MZ2534
 MZ2534.The horizontal coordinates were established by classical geodetic methods
 MZ2534.and adjusted by the National Geodetic Survey in January 1999..
 MZ2534
 MZ2534.The orthometric height was scaled from a topographic map.
 MZ2534
 MZ2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2534
 MZ2534.The geoid height was determined by GEOID03.
 MZ2534
 MZ2534;                    North         East     Units Scale Factor Converg.
 MZ2534;SPC NY E     -   409,333.412   210,385.540   MT  0.99994485   +0 29 48.0
 MZ2534;SPC NY E     - 1,342,954.70    690,239.89   sFT  0.99994485   +0 29 48.0
 MZ2534;UTM  18      - 4,707,969.459   601,439.612   MT  0.99972660   +0 50 04.7
 MZ2534
 MZ2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2534!SPC NY E     -   1.00000450  x   0.99994485  =   0.99994935
 MZ2534!UTM  18      -   1.00000450  x   0.99972660  =   0.99973110
 MZ2534
 MZ2534|---------------------------------------------------------------------|
 MZ2534| PID    Reference Object                     Distance      Geod. Az  |
 MZ2534|                                                           dddmmss.s |
 MZ2534| MZ2544 CASTLETON DIKE 3                    390.787 METERS 03010     |
 MZ2534|---------------------------------------------------------------------|
 MZ2534
 MZ2534                          SUPERSEDED SURVEY CONTROL
 MZ2534
 MZ2534  NAD 83(1996)-  42 31 02.81902(N)    073 45 54.35377(W) AD(       ) 3
 MZ2534  NAD 83(1996)-  42 31 02.81922(N)    073 45 54.35371(W) AD(       ) 3
 MZ2534  NAD 83(1992)-  42 31 02.81953(N)    073 45 54.35335(W) AD(       ) 3
 MZ2534  NAD 83(1992)-  42 31 02.82003(N)    073 45 54.35297(W) AD(       ) 3
 MZ2534  NAD 83(1986)-  42 31 02.82014(N)    073 45 54.35237(W) AD(       ) 3
 MZ2534  NAD 27      -  42 31 02.51500(N)    073 45 55.91900(W) AD(       ) 3
 MZ2534
 MZ2534.Superseded values are not recommended for survey control.
 MZ2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2534.See file dsdata.txt to determine how the superseded data were derived.
 MZ2534
 MZ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0144007969(NAD 83)
 MZ2534
 MZ2534  HISTORY     - Date     Condition        Report By
 MZ2534  HISTORY     - 1924     MONUMENTED       USE
 MZ2534  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2534  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2534  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2534
 MZ2534                          STATION DESCRIPTION
 MZ2534
 MZ2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2534'ON THE E SIDE OF THE HUDSON RIVER ABOUT 3/4 MILE S OF CASTLETON
 MZ2534'MARKED BY A SQUARE-HEADED BRONZE SPIKE IN THE CROWN OF CASTLETON
 MZ2534'CONCRETE DIKE.
 MZ2534
 MZ2534                          STATION RECOVERY (1935)
 MZ2534
 MZ2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2534'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 MZ2534'WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE RECOVERY AND ASSIST IN
 MZ2534'LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2534
 MZ2534                          STATION RECOVERY (1969)
 MZ2534
 MZ2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2534'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ALONG EAST BANK
 MZ2534'OF THE HUDSON RIVER, 257 FEET SOUTHWEST OF NINE MILE TREE LIGHT
 MZ2534'AND 25 YARDS WEST OF TRACK ROAD.  MARKED BY A 1/2-INCH BRONZE
 MZ2534'PIN, WITH CROSS IN TOP, CEMENTED IN A DRILL HOLE IN CROWN OF
 MZ2534'ROUND-TOPPED, CONCRETE DIKE.  A 4-FOOT-LONG, WHITE STRIPE IS
 MZ2534'PAINTED FROM MARK DOWN FACE OF DIKE AND A LARGE NUMBER 2 IS
 MZ2534'PAINTED BESIDE THE STRIPE.
 MZ2534'
 MZ2534'TO REACH STATION FROM THE POST OFFICE IN CASTLETON-ON-HUDSON, GO
 MZ2534'SOUTH ON HIGHWAY 9J FOR 0.25 MILE.  TAKE FIELD ROAD RIGHT AND
 MZ2534'GO 0.1 MILE TO GATE.  PASS THROUGH GATE, CROSS RAILROAD TRACKS,
 MZ2534'AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.55 MILE TO STATION 25 YARDS
 MZ2534'RIGHT, ACROSS BRUSH AREA.
 MZ2534'
 MZ2534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2534'1 MILE SW OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2544 ***********************************************************************
 MZ2544  DESIGNATION -  CASTLETON DIKE 3
 MZ2544  PID         -  MZ2544
 MZ2544  STATE/COUNTY-  NY/RENSSELAER
 MZ2544  USGS QUAD   -  DELMAR (1980)
 MZ2544
 MZ2544                         *CURRENT SURVEY CONTROL
 MZ2544  ___________________________________________________________________
 MZ2544* NAD 83(1996)-  42 31 13.76667(N)    073 45 45.74914(W)     ADJUSTED  
 MZ2544* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2544  ___________________________________________________________________
 MZ2544  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 MZ2544  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2544
 MZ2544  HORZ ORDER  -  THIRD
 MZ2544
 MZ2544.The horizontal coordinates were established by classical geodetic methods
 MZ2544.and adjusted by the National Geodetic Survey in January 1999..
 MZ2544
 MZ2544.The orthometric height was scaled from a topographic map.
 MZ2544
 MZ2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2544
 MZ2544.The geoid height was determined by GEOID03.
 MZ2544
 MZ2544;                    North         East     Units Scale Factor Converg.
 MZ2544;SPC NY E     -   409,672.948   210,578.963   MT  0.99994514   +0 29 53.9
 MZ2544;SPC NY E     - 1,344,068.66    690,874.48   sFT  0.99994514   +0 29 53.9
 MZ2544;UTM  18      - 4,708,310.056   601,630.987   MT  0.99972708   +0 50 10.7
 MZ2544
 MZ2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2544!SPC NY E     -   1.00000481  x   0.99994514  =   0.99994995
 MZ2544!UTM  18      -   1.00000481  x   0.99972708  =   0.99973189
 MZ2544
 MZ2544|---------------------------------------------------------------------|
 MZ2544| PID    Reference Object                     Distance      Geod. Az  |
 MZ2544|                                                           dddmmss.s |
 MZ2544| MZ2518 BEAN DOCK                           394.046 METERS 02443     |
 MZ2544| MZ2534 CASTLETON DIKE 2                    390.787 METERS 21010     |
 MZ2544| MZ2536 YONKERS CITY                        384.812 METERS 33632     |
 MZ2544|---------------------------------------------------------------------|
 MZ2544
 MZ2544                          SUPERSEDED SURVEY CONTROL
 MZ2544
 MZ2544  NAD 83(1996)-  42 31 13.76853(N)    073 45 45.75068(W) AD(       ) 3
 MZ2544  NAD 83(1996)-  42 31 13.76873(N)    073 45 45.75063(W) AD(       ) 3
 MZ2544  NAD 83(1992)-  42 31 13.76903(N)    073 45 45.75027(W) AD(       ) 3
 MZ2544  NAD 83(1992)-  42 31 13.76952(N)    073 45 45.74991(W) AD(       ) 3
 MZ2544  NAD 83(1986)-  42 31 13.76964(N)    073 45 45.74930(W) AD(       ) 3
 MZ2544  NAD 27      -  42 31 13.46500(N)    073 45 47.31400(W) AD(       ) 3
 MZ2544
 MZ2544.Superseded values are not recommended for survey control.
 MZ2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2544.See file dsdata.txt to determine how the superseded data were derived.
 MZ2544
 MZ2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0163108310(NAD 83)
 MZ2544
 MZ2544  HISTORY     - Date     Condition        Report By
 MZ2544  HISTORY     - 1924     MONUMENTED       USE
 MZ2544  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2544  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2544  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2544
 MZ2544                          STATION DESCRIPTION
 MZ2544
 MZ2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2544'ON THE E SIDE OF THE HUDSON RIVER ABOUT 1/2 MILE S OF
 MZ2544'CASTLETON MARKED BY A SQUARE HEAD BRONZE SPIKE IN CROWN OF
 MZ2544'CASTLETON CONCRETE DIKE.
 MZ2544
 MZ2544                          STATION RECOVERY (1935)
 MZ2544
 MZ2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2544'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 MZ2544'WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE RECOVERY AND TO ASSIST
 MZ2544'IN LOCATING THE STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2544
 MZ2544                          STATION RECOVERY (1969)
 MZ2544
 MZ2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2544'STATION MARK RECOVERED IN GOOD CONDITION.  LOCATED ALONG EAST
 MZ2544'BANK OF THE HUDSON RIVER, 283 FEET SOUTHWEST OF END OF CONCRETE
 MZ2544'DIKE, 290 FEET SOUTHWEST OF END OF CULTIVATED FIELD, AND 4-1/2
 MZ2544'FEET WEST OF EDGE OF TRACK ROAD.  MARKED BY A 1/2-INCH, BRONZE
 MZ2544'PIN, WITH CROSS IN TOP, CEMENTED IN A DRILL HOLE IN CROWN OF
 MZ2544'ROUND-TOPPED, CONCRETE DIKE.  A 4-FOOT-LONG, WHITE STRIPE IS
 MZ2544'PAINTED DOWN FACE OF DIKE FROM MARK, AND A LARGE NUMBER 3 IS
 MZ2544'PAINTED BESIDE THE STRIPE.
 MZ2544'
 MZ2544'TO REACH STATION FROM THE POST OFFICE IN CASTLETON-ON-HUDSON, GO
 MZ2544'SOUTH ON HIGHWAY 9J FOR 0.25 MILE.  TAKE FIELD ROAD RIGHT AND GO
 MZ2544'0.1 MILE TO GATE.  PASS THROUGH GATE, CROSS RAILROAD TRACKS, AND
 MZ2544'GO SOUTHERLY ON TRACK ROAD FOR 0.3 MILE TO STATION ON RIGHT.
 MZ2544'
 MZ2544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2544'3/4-MILE SW OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2508 ***********************************************************************
 MZ2508  DESIGNATION -  CASTLETON EMANUEL REFORMED CH
 MZ2508  PID         -  MZ2508
 MZ2508  STATE/COUNTY-  NY/RENSSELAER
 MZ2508  USGS QUAD   -  DELMAR (1980)
 MZ2508
 MZ2508                         *CURRENT SURVEY CONTROL
 MZ2508  ___________________________________________________________________
 MZ2508* NAD 83(1996)-  42 31 58.04150(N)    073 45 19.68854(W)     ADJUSTED  
 MZ2508* NAVD 88     -                                                        
 MZ2508  ___________________________________________________________________
 MZ2508  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MZ2508  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2508
 MZ2508  HORZ ORDER  -  THIRD
 MZ2508
 MZ2508.The horizontal coordinates were established by classical geodetic methods
 MZ2508.and adjusted by the National Geodetic Survey in January 1999..
 MZ2508
 MZ2508
 MZ2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2508
 MZ2508.The geoid height was determined by GEOID03.
 MZ2508
 MZ2508;                    North         East     Units Scale Factor Converg.
 MZ2508;SPC NY E     -   411,044.188   211,161.758   MT  0.99994601   +0 30 12.0
 MZ2508;SPC NY E     - 1,348,567.47    692,786.53   sFT  0.99994601   +0 30 12.0
 MZ2508;UTM  18      - 4,709,684.411   602,205.557   MT  0.99972852   +0 50 29.0
 MZ2508
 MZ2508                          SUPERSEDED SURVEY CONTROL
 MZ2508
 MZ2508  NAD 83(1996)-  42 31 58.04345(N)    073 45 19.69000(W) AD(       ) 4
 MZ2508  NAD 83(1996)-  42 31 58.04365(N)    073 45 19.68995(W) AD(       ) 4
 MZ2508  NAD 83(1992)-  42 31 58.04394(N)    073 45 19.68961(W) AD(       ) 4
 MZ2508  NAD 83(1992)-  42 31 58.04439(N)    073 45 19.68933(W) AD(       ) 4
 MZ2508  NAD 83(1986)-  42 31 58.04454(N)    073 45 19.68870(W) AD(       ) 4
 MZ2508  NAD 27      -  42 31 57.74300(N)    073 45 21.25300(W) AD(       ) 3
 MZ2508
 MZ2508.Superseded values are not recommended for survey control.
 MZ2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2508.See file dsdata.txt to determine how the superseded data were derived.
 MZ2508
 MZ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0220609684(NAD 83)
 MZ2508
 MZ2508  HISTORY     - Date     Condition        Report By
 MZ2508  HISTORY     - 1934     MONUMENTED       CGS
 MZ2508  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2508  HISTORY     - 19971111 MARK NOT FOUND   USPSQD
 MZ2508
 MZ2508                          STATION DESCRIPTION
 MZ2508
 MZ2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2508'STEEPLE OF EMANUEL REFORMED CHURCH ON N MAIN STREET, CASTLETON,
 MZ2508'NEW YORK.
 MZ2508
 MZ2508                          STATION RECOVERY (1935)
 MZ2508
 MZ2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2508'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING
 MZ2508'SUPPLEMENT--A RED BRICK CHURCH WITH OPEN BELL TOWER WITH RED
 MZ2508'ROOF.  SPIRE IS SURMOUNTED BY ORNAMENTAL WEATHER VANE (ABOUT 60
 MZ2508'FEET HIGH).
 MZ2508
 MZ2508                          STATION RECOVERY (1997)
 MZ2508
 MZ2508'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2500 ***********************************************************************
 MZ2500  DESIGNATION -  CASTLETON NORTH DOCK
 MZ2500  PID         -  MZ2500
 MZ2500  STATE/COUNTY-  NY/RENSSELAER
 MZ2500  USGS QUAD   -  DELMAR (1980)
 MZ2500
 MZ2500                         *CURRENT SURVEY CONTROL
 MZ2500  ___________________________________________________________________
 MZ2500* NAD 83(1996)-  42 31 54.50016(N)    073 45 26.56862(W)     ADJUSTED  
 MZ2500* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2500  ___________________________________________________________________
 MZ2500  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 MZ2500  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2500
 MZ2500  HORZ ORDER  -  THIRD
 MZ2500
 MZ2500.The horizontal coordinates were established by classical geodetic methods
 MZ2500.and adjusted by the National Geodetic Survey in January 1999..
 MZ2500
 MZ2500.The orthometric height was scaled from a topographic map.
 MZ2500
 MZ2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2500
 MZ2500.The geoid height was determined by GEOID03.
 MZ2500
 MZ2500;                    North         East     Units Scale Factor Converg.
 MZ2500;SPC NY E     -   410,933.547   211,005.719   MT  0.99994577   +0 30 07.3
 MZ2500;SPC NY E     - 1,348,204.48    692,274.60   sFT  0.99994577   +0 30 07.3
 MZ2500;UTM  18      - 4,709,572.876   602,050.207   MT  0.99972813   +0 50 24.3
 MZ2500
 MZ2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2500!SPC NY E     -   1.00000450  x   0.99994577  =   0.99995027
 MZ2500!UTM  18      -   1.00000450  x   0.99972813  =   0.99973262
 MZ2500
 MZ2500|---------------------------------------------------------------------|
 MZ2500| PID    Reference Object                     Distance      Geod. Az  |
 MZ2500|                                                           dddmmss.s |
 MZ2500| MZ2507 SEAMAN AVENUE                       302.548 METERS 03000     |
 MZ2500| MZ2497 LANSINGS DOCK                       358.515 METERS 19614     |
 MZ2500| MZ2496 LANSING                             373.140 METERS 19651     |
 MZ2500| MZ2547 CEDAR HILL DIKE 6                   399.562 METERS 25406     |
 MZ2500| MZ2515 POPLAR 1                            345.257 METERS 29044     |
 MZ2500|---------------------------------------------------------------------|
 MZ2500
 MZ2500                          SUPERSEDED SURVEY CONTROL
 MZ2500
 MZ2500  NAD 83(1996)-  42 31 54.50210(N)    073 45 26.57010(W) AD(       ) 3
 MZ2500  NAD 83(1996)-  42 31 54.50231(N)    073 45 26.57004(W) AD(       ) 3
 MZ2500  NAD 83(1992)-  42 31 54.50260(N)    073 45 26.56970(W) AD(       ) 3
 MZ2500  NAD 83(1992)-  42 31 54.50305(N)    073 45 26.56941(W) AD(       ) 3
 MZ2500  NAD 83(1986)-  42 31 54.50318(N)    073 45 26.56878(W) AD(       ) 3
 MZ2500  NAD 27      -  42 31 54.19900(N)    073 45 28.13300(W) AD(       ) 3
 MZ2500
 MZ2500.Superseded values are not recommended for survey control.
 MZ2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2500.See file dsdata.txt to determine how the superseded data were derived.
 MZ2500
 MZ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0205009573(NAD 83)
 MZ2500
 MZ2500  HISTORY     - Date     Condition        Report By
 MZ2500  HISTORY     - 1934     MONUMENTED       CGS
 MZ2500  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2500
 MZ2500                          STATION DESCRIPTION
 MZ2500
 MZ2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2500'ON THE E SIDE OF THE HUDSON RIVER ON CASTLETON UPPER DOCK,
 MZ2500
 MZ2500                          STATION RECOVERY (1935)
 MZ2500
 MZ2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2500'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT MEASUREMENTS AS
 MZ2500'SHOWN IN DESCRIPTION ARE IN ERROR.  CORRECT DISTANCES ON SKETCH
 MZ2500'BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1998 ***********************************************************************
 OE1998  DESIGNATION -  CASTOR HILL LOOKOUT TOWER NYCD
 OE1998  PID         -  OE1998
 OE1998  STATE/COUNTY-  NY/OSWEGO
 OE1998  USGS QUAD   -  WORTH CENTER (1980)
 OE1998
 OE1998                         *CURRENT SURVEY CONTROL
 OE1998  ___________________________________________________________________
 OE1998* NAD 83(1996)-  43 38 55.25461(N)    075 50 31.55403(W)     ADJUSTED  
 OE1998* NAVD 88     -                                                        
 OE1998  ___________________________________________________________________
 OE1998  LAPLACE CORR-           8.99  (seconds)                    DEFLEC99
 OE1998  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OE1998
 OE1998  HORZ ORDER  -  THIRD
 OE1998
 OE1998.The horizontal coordinates were established by classical geodetic methods
 OE1998.and adjusted by the National Geodetic Survey in January 1999..
 OE1998
 OE1998
 OE1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1998
 OE1998.The geoid height was determined by GEOID03.
 OE1998
 OE1998;                    North         East     Units Scale Factor Converg.
 OE1998;SPC NY C     -   405,500.458   309,797.660   MT  0.99998147   +0 30 41.9
 OE1998;SPC NY C     - 1,330,379.42  1,016,394.49   sFT  0.99998147   +0 30 41.9
 OE1998;UTM  18      - 4,833,198.393   432,088.292   MT  0.99965673   -0 34 52.6
 OE1998
 OE1998                          SUPERSEDED SURVEY CONTROL
 OE1998
 OE1998  NAD 83(1986)-  43 38 55.25920(N)    075 50 31.55177(W) AD(       ) 4
 OE1998  NAD 27      -  43 38 55.00500(N)    075 50 32.86000(W) AD(       ) 3
 OE1998
 OE1998.Superseded values are not recommended for survey control.
 OE1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1998.See file dsdata.txt to determine how the superseded data were derived.
 OE1998
 OE1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP3208833198(NAD 83)
 OE1998
 OE1998  HISTORY     - Date     Condition        Report By
 OE1998  HISTORY     - 1942     MONUMENTED       CGS
 OE1998
 OE1998                          STATION DESCRIPTION
 OE1998
 OE1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1998'THIS INTERSECTION STATION IS ABOUT EIGHT MILES (AIR LINE) S OF
 OE1998'REDFIELD AND 150 FEET S OF THE MAD RIVER ROAD.  IT IS THE
 OE1998'PROPERTY OF THE NEW YORK CONSERVATION DEPARTMENT.
 OE1998'
 OE1998'THE TOWER IS CONSTRUCTED OF STEEL AND IS SUPPORTED BY FOUR
 OE1998'STEEL LEGS.  THERE IS A STAIRWAY IN THE CENTER THAT LEADS TO THE
 OE1998'CROWS NEST.  THE CROWS NEST HAS A SLANTING ROOF AND A 12-FOOT
 OE1998'FLAGPOLE ON THE NW CORNER.  IT WAS BUILT IN 1927 AND IS 90 FEET
 OE1998'HIGH.
 OE1998'
 OE1998'POINT LOCATED WAS THE APEX OF PYRAMIDAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1053 ***********************************************************************
 PH1053  DESIGNATION -  CAT
 PH1053  PID         -  PH1053
 PH1053  STATE/COUNTY-  NY/ST LAWRENCE
 PH1053  USGS QUAD   -  LOUISVILLE (1964)
 PH1053
 PH1053                         *CURRENT SURVEY CONTROL
 PH1053  ___________________________________________________________________
 PH1053* NAD 83(1986)-  44 53 58.     (N)    075 04 51.     (W)     SCALED    
 PH1053* NAVD 88     -        82.082  (meters)     269.30   (feet)  ADJUSTED  
 PH1053  ___________________________________________________________________
 PH1053  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 PH1053  DYNAMIC HT  -          82.080 (meters)     269.29  (feet)  COMP
 PH1053  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 PH1053
 PH1053  VERT ORDER  -  FIRST     CLASS 0
 PH1053
 PH1053.The horizontal coordinates were scaled from a topographic map and have
 PH1053.an estimated accuracy of +/- 6 seconds.
 PH1053
 PH1053.The orthometric height was determined by differential leveling
 PH1053.and adjusted by the National Geodetic Survey in June 1991..
 PH1053
 PH1053.The geoid height was determined by GEOID03.
 PH1053
 PH1053.The dynamic height is computed by dividing the NAVD 88
 PH1053.geopotential number by the normal gravity value computed on the
 PH1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1053.degrees latitude (g = 980.6199 gals.).
 PH1053
 PH1053.The modeled gravity was interpolated from observed gravity values.
 PH1053
 PH1053;                    North         East    Units  Estimated Accuracy
 PH1053;SPC NY E     -   673,870.      104,130.      MT  (+/- 180 meters Scaled)
 PH1053
 PH1053                          SUPERSEDED SURVEY CONTROL
 PH1053
 PH1053  NGVD 29 (??/??/92)   82.193  (m)          269.66   (f) ADJ UNCH    1 0
 PH1053
 PH1053.Superseded values are not recommended for survey control.
 PH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1053.See file dsdata.txt to determine how the superseded data were derived.
 PH1053
 PH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ936717(NAD 83)
 PH1053_MARKER: Z = SEE DESCRIPTION
 PH1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1053_SP_SET: ROD
 PH1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1053
 PH1053  HISTORY     - Date     Condition        Report By
 PH1053  HISTORY     - UNK      MONUMENTED       USLS
 PH1053  HISTORY     - 1969     GOOD             USLS
 PH1053
 PH1053                          STATION DESCRIPTION
 PH1053
 PH1053'DESCRIBED BY US LAKE SURVEY 1969
 PH1053'6.9 MI NE FROM WADDINGTON.
 PH1053'IS IN ST. LAWRENCE COUNTY, NEW YORK, 6.9 MILES NORTHEAST OF
 PH1053'INTERSECTION OF HIGHWAYS 37 AND 345 IN WADDINGTON, ABOUT 1.2 MILES
 PH1053'SOUTHWEST OF MEIN ROAD, ON THE H. TREDO FARM, 123 FEET NORTHERLY OF
 PH1053'CENTERLINE OF HIGHWAY 37, 81.8 FEET NORTHEAST OF UTILITY POLE NO. 258,
 PH1053'21.5 FEET NORTHWEST OF 11-INCH APPLE, 8.4 FEET WEST OF SOUTHWEST
 PH1053'CORNER OF DWELLING EXTENTION, 7.8 FEET SOUTH OF SOUTHWEST CORNER AND
 PH1053'IN LINE WITH WEST FACE OF TREDO DWELLING, 1/2 FOOT BELOW THE GROUND
 PH1053'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 PH1053'COPPER-COATED STEEL ROD, 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4285 ***********************************************************************
 LX4285  DESIGNATION -  CAT
 LX4285  PID         -  LX4285
 LX4285  STATE/COUNTY-  NY/ORANGE
 LX4285  USGS QUAD   -  PEEKSKILL (1981)
 LX4285
 LX4285                         *CURRENT SURVEY CONTROL
 LX4285  ___________________________________________________________________
 LX4285* NAD 83(1996)-  41 20 05.12434(N)    073 58 34.27060(W)     ADJUSTED  
 LX4285* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX4285  ___________________________________________________________________
 LX4285  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 LX4285  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LX4285
 LX4285  HORZ ORDER  -  THIRD
 LX4285
 LX4285.The horizontal coordinates were established by classical geodetic methods
 LX4285.and adjusted by the National Geodetic Survey in January 1999..
 LX4285
 LX4285.The orthometric height was scaled from a topographic map.
 LX4285
 LX4285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4285
 LX4285.The geoid height was determined by GEOID03.
 LX4285
 LX4285;                    North         East     Units Scale Factor Converg.
 LX4285;SPC NY E     -   277,853.343   193,843.127   MT  0.99992365   +0 20 45.5
 LX4285;SPC NY E     -   911,590.51    635,966.99   sFT  0.99992365   +0 20 45.5
 LX4285;UTM  18      - 4,576,424.861   585,667.776   MT  0.99969032   +0 40 34.4
 LX4285
 LX4285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4285!SPC NY E     -   1.00000497  x   0.99992365  =   0.99992862
 LX4285!UTM  18      -   1.00000497  x   0.99969032  =   0.99969529
 LX4285
 LX4285|---------------------------------------------------------------------|
 LX4285| PID    Reference Object                     Distance      Geod. Az  |
 LX4285|                                                           dddmmss.s |
 LX4285| CB3783 CAT RM 2                              4.870 METERS 05553     |
 LX4285| LX4301 FOG                                 APPROX. 0.7 KM 0742448.7 |
 LX4285| CB3784 CAT RM 3                              7.150 METERS 20551     |
 LX4285| LX4308 BEAR MOUNTAIN BRIDGE TOLL HSE       APPROX. 1.9 KM 2112001.7 |
 LX4285| CB3782 CAT RM 1                              7.820 METERS 27442     |
 LX4285|---------------------------------------------------------------------|
 LX4285
 LX4285                          SUPERSEDED SURVEY CONTROL
 LX4285
 LX4285  NAD 83(1986)-  41 20 05.12550(N)    073 58 34.27239(W) AD(       ) 3
 LX4285  NAD 27      -  41 20 04.78570(N)    073 58 35.77299(W) AD(       ) 3
 LX4285
 LX4285.Superseded values are not recommended for survey control.
 LX4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4285.See file dsdata.txt to determine how the superseded data were derived.
 LX4285
 LX4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8566876425(NAD 83)
 LX4285
 LX4285  HISTORY     - Date     Condition        Report By
 LX4285  HISTORY     - 1901     MONUMENTED       CGS
 LX4285  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4285
 LX4285                          STATION DESCRIPTION
 LX4285
 LX4285'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4285'THIS STATION WAS RECOVERED AS DESCRIBED, IT WAS ESTABLISHED IN 1901
 LX4285'AND RECOVERED AND RE-MARKED IN 1905.  THE STATION IS MARKED BY AN
 LX4285'IRON BOLT DRIVEN IN A DRILL HOLE IN A FLAT ROCK ON THE SURFACE OF
 LX4285'THE GROUND ON A SMALL EMBANKMENT JETTY OUT INTO THE RIVER FROM THE
 LX4285'RAILROAD.  THE ROCK IS NOW SOLID BUT IS AT THE EDGE OF A SMALL
 LX4285'EMBANKMENT AND IS LIABLE TO BE WASHED OUT AT A FUTURE DATE,
 LX4285'ALTHOUGH THE ORIGINAL DESCRIPTION STATES THAT IT IS LIABLE TO BE
 LX4285'DESTROYED AND IT IS NOW APPARENTLY AS ORIGINALLY PLACED.  THE
 LX4285'IRON BOLT PROJECTS ABOUT 4 INCHES ABOVE THE ROCK AND THERE
 LX4285'IS A TRIANGLE CUT IN THE ROCK AROUND THE STATION.  THREE
 LX4285'REFERENCE MARKS WERE ESTABLISHED TO SECURE THE STATION.
 LX4285'
 LX4285'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN THE TOP OF A
 LX4285'LARGE BOULDER ON TOP OF THE GROUND W OF THE STATION.
 LX4285'
 LX4285'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN A LARGE ROCK
 LX4285'NEAR THE HIGH-WATER LINE AND JUST N OF THE STATION.
 LX4285'
 LX4285'REFERENCE MARK NO.3 IS A RAILROAD SPIKE CEMENTED IN A DRILL HOLE IN
 LX4285'A LARGE ROCK S OF THE STATION AND IS AWASH AT HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4584 ***********************************************************************
 LX4584  DESIGNATION -  CAT
 LX4584  PID         -  LX4584
 LX4584  STATE/COUNTY-  NY/DUTCHESS
 LX4584  USGS QUAD   -  HYDE PARK (1997)
 LX4584
 LX4584                         *CURRENT SURVEY CONTROL
 LX4584  ___________________________________________________________________
 LX4584* NAD 83(1996)-  41 50 11.22187(N)    073 56 37.59763(W)     ADJUSTED  
 LX4584* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4584  ___________________________________________________________________
 LX4584  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LX4584  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX4584
 LX4584  HORZ ORDER  -  THIRD
 LX4584
 LX4584.The horizontal coordinates were established by classical geodetic methods
 LX4584.and adjusted by the National Geodetic Survey in January 1999..
 LX4584
 LX4584.The orthometric height was scaled from a topographic map.
 LX4584
 LX4584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4584
 LX4584.The geoid height was determined by GEOID03.
 LX4584
 LX4584;                    North         East     Units Scale Factor Converg.
 LX4584;SPC NY E     -   333,585.715   196,196.765   MT  0.99992625   +0 22 15.6
 LX4584;SPC NY E     - 1,094,439.13    643,688.89   sFT  0.99992625   +0 22 15.6
 LX4584;UTM  18      - 4,632,156.972   587,698.056   MT  0.99969464   +0 42 16.4
 LX4584
 LX4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4584!SPC NY E     -   1.00000486  x   0.99992625  =   0.99993111
 LX4584!UTM  18      -   1.00000486  x   0.99969464  =   0.99969950
 LX4584
 LX4584|---------------------------------------------------------------------|
 LX4584| PID    Reference Object                     Distance      Geod. Az  |
 LX4584|                                                           dddmmss.s |
 LX4584| CB3786 CAT RM 2                              1.700 METERS 02348     |
 LX4584| CB3785 CAT RM 1                              4.260 METERS 15208     |
 LX4584| LX4564 INDIAN ROCK 2 RESET                 APPROX. 1.1 KM 2475356.9 |
 LX4584|---------------------------------------------------------------------|
 LX4584
 LX4584                          SUPERSEDED SURVEY CONTROL
 LX4584
 LX4584  NAD 83(1986)-  41 50 11.22345(N)    073 56 37.59751(W) AD(       ) 3
 LX4584  NAD 27      -  41 50 10.89700(N)    073 56 39.10700(W) AD(       ) 3
 LX4584
 LX4584.Superseded values are not recommended for survey control.
 LX4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4584.See file dsdata.txt to determine how the superseded data were derived.
 LX4584
 LX4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8769832157(NAD 83)
 LX4584_MARKER: Z = SEE DESCRIPTION
 LX4584_SETTING: 0 = UNSPECIFIED SETTING
 LX4584
 LX4584  HISTORY     - Date     Condition        Report By
 LX4584  HISTORY     - 1933     MONUMENTED       CGS
 LX4584  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4584  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX4584  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX4584
 LX4584                          STATION DESCRIPTION
 LX4584
 LX4584'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4584'THIS STATION IS LOCATED ON THE W EDGE OF THE POINT OF LAND ON THE
 LX4584'E SIDE OF THE RIVER ABOUT 1/2 MILE N OF THE N END OF ESOPUS ISLAND
 LX4584'AND JUST N OF THE MOUTH OF A LARGE CREEK (NAME UNKNOWN).  IT IS
 LX4584'LOCATED ON A LARGE ROCK 1.8 METERS E OF THE SHORE LINE, IS ABOUT 8
 LX4584'FEET ABOVE THE LEVEL OF THE WATER AND HAS AN OVERHANGING ROCK
 LX4584'CLIFF IN BACK ABOUT 25 FEET HIGH.  IT IS MARKED BY A STANDARD
 LX4584'DISK STAMPED CAT 1933 CEMENTED IN A DRILL HOLE IN THE
 LX4584'ROCK.  REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN THE
 LX4584'HORIZONTAL SURFACE OF A LEDGE ROCK S OF THE STATION AND IS
 LX4584'ABOUT 2 FEET ABOVE THE LEVEL OF THE WATER.  REFERENCE MARK 2 IS A
 LX4584'SIMILAR DISK CEMENTED IN THE VERTICAL FACE OF THE CLIFF
 LX4584'ABOUT 3 FEET ABOVE THE GROUND.  UNABLE TO SET UP ON
 LX4584'REFERENCE MARKS.
 LX4584'
 LX4584'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4584
 LX4584                          STATION RECOVERY (1935)
 LX4584
 LX4584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4584'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENT
 LX4584'WAS TAKEN, AS PER SKETCH TO ASSIST IN LOCATING STATION ON THE
 LX4584'AERIAL PHOTOGRAPHS.
 LX4584
 LX4584                          STATION RECOVERY (1965)
 LX4584
 LX4584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DHC)
 LX4584'STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 LX4584'
 LX4584'TO REACH--FROM STAATSBURG POST OFFICE GO S ON OLD POST ROAD
 LX4584'.7 MILE TO INTERSECTION WITH RTE. 9 AT PARK ENTRANCE W.  TURN
 LX4584'RIGHT AND FOLLOW MAIN PARK ROAD THRU UNDERPASS OF N.Y.C. RAILROAD,
 LX4584'TAKE LEFT FORK S TO BRIDGE.  PACK W ABOUT 800 FT ALONG N BANK
 LX4584'OF CREEK TO STONE JETTY PROJECTING INTO HUDSON RIVER AT MOUTH
 LX4584'OF CREEK.  CONTINUE N ALONG BANK OF RIVER AT BASE OF CLIFF ABOUT
 LX4584'250 FT TO STATION.  ALTERNATE--FROM UNDERPASS TAKE RIGHT FORK,
 LX4584'N, AND FOLLOW TO END OF ROAD AT A GROUP OF FIVE FRAME CABINS.
 LX4584'STATION IS ABOUT 100 FT BELOW SOUTHWESTERN MOST CABIN.  CLIFF CAN
 LX4584'BE SCALED.
 LX4584'
 LX4584'STATION IS NOT PHOTOIDENTIFIABLE BECAUSE OF CLIFF.
 LX4584'
 LX4584'OFFSET POINT CAN BE SET ON STONE JETTY OR ON TEXACO FUEL DOCK
 LX4584'ON S SIDE OF MOUTH OF CREEK.  AZIMUTH POINTS NOT CHECKED.
 LX4584
 LX4584                          STATION RECOVERY (1976)
 LX4584
 LX4584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 LX4584'STATION MARK WAS SEEN FROM THE EDGE OF THE CLIFF ABOUT 20 FEET
 LX4584'ABOVE.  IT WAS NOT POSSIBLE TO SEE THE REFERENCE MARKS FROM
 LX4584'THIS POINT BUT IT IS BELIEVED THAT THEY STILL EXIST BECAUSE
 LX4584'OF THEIR LOCATION.  AT TIME OF RECOVERY IT WAS NOT POSSIBLE TO
 LX4584'WALK ALONG THE RIVER EDGE AT BASE OF CLIFF BECAUSE OF THE TIDE
 LX4584'LEVEL.  THE STONE CLIFF IS TOO SHEER TO CLIMB DOWN, BUT IT
 LX4584'COULD EASILY BE SCALED BY USING A ROPE.  VIEW FROM STATION IS
 LX4584'GOOD FROM SOUTH CLOCKWISE AROUND TO NORTH.
 LX4584'
 LX4584'STATION MARK IS A STANDARD DISK STAMPED CAT 1933, CEMENTED IN A
 LX4584'DRILL HOLE IN A ROCK THAT PROJECTS ABOUT 3 FEET HIGHER THAN
 LX4584'HIGH-TIDE LEVEL OF THE RIVER.  IT IS ABOUT 300 FEET NORTHWEST
 LX4584'OF A STONE JETTY GUARDING THE ENTRANCE TO A MARINA.
 LX4584'
 LX4584'TO REACH STATION FROM THE POST OFFICE IN STAATSBURG, GO SOUTH ON
 LX4584'OLD POST RD. FOR 0.65 MILE.  TURN RIGHT AT ENTRANCE TO NORRIE
 LX4584'STATE PARK AND GO WEST 0.5 MILE TO A FORK JUST AFTER PASSING
 LX4584'UNDER RAILROAD.  TURN RIGHT AND FOLLOW MACADAM ROAD NORTHWEST,
 LX4584'THEN SOUTH, FOR 0.7 MILE TO END OF ROAD AT CABIN NO.4.  WALK
 LX4584'DOWN STEEP HILL WEST-SOUTHWEST ABOUT 55 YARDS TO CLIFF AND
 LX4584'STATION BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1748 ***********************************************************************
 OD1748  DESIGNATION -  CAT
 OD1748  PID         -  OD1748
 OD1748  STATE/COUNTY-  NY/WARREN
 OD1748  USGS QUAD   -  BOLTON LANDING (1966)
 OD1748
 OD1748                         *CURRENT SURVEY CONTROL
 OD1748  ___________________________________________________________________
 OD1748* NAD 83(1996)-  43 34 08.01228(N)    073 42 28.19880(W)     ADJUSTED  
 OD1748* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 OD1748  ___________________________________________________________________
 OD1748  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OD1748  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 OD1748
 OD1748  HORZ ORDER  -  FIRST
 OD1748
 OD1748.The horizontal coordinates were established by classical geodetic methods
 OD1748.and adjusted by the National Geodetic Survey in January 1999..
 OD1748
 OD1748.The orthometric height was scaled from a topographic map.
 OD1748
 OD1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1748
 OD1748.The geoid height was determined by GEOID03.
 OD1748
 OD1748;                    North         East     Units Scale Factor Converg.
 OD1748;SPC NY E     -   526,173.469   213,988.650   MT  0.99995035   +0 32 45.6
 OD1748;SPC NY E     - 1,726,287.46    702,061.10   sFT  0.99995035   +0 32 45.6
 OD1748;UTM  18      - 4,824,803.510   604,345.978   MT  0.99973393   +0 53 26.4
 OD1748
 OD1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1748!SPC NY E     -   0.99991115  x   0.99995035  =   0.99986150
 OD1748!UTM  18      -   0.99991115  x   0.99973393  =   0.99964510
 OD1748
 OD1748|---------------------------------------------------------------------|
 OD1748| PID    Reference Object                     Distance      Geod. Az  |
 OD1748|                                                           dddmmss.s |
 OD1748| DA3204 CAT RM 1                              7.513 METERS 02344     |
 OD1748| DA3203 CAT AZ MK                                          0575427.8 |
 OD1748| DA3205 CAT RM 2                              4.628 METERS 11925     |
 OD1748| OD1445 AIRWAY BEACON 19                    APPROX.17.8 KM 1323347.3 |
 OD1748| OD1755 CRANE MOUNTAIN LOOKOUT TOWER        APPROX.20.7 KM 2624229.3 |
 OD1748|---------------------------------------------------------------------|
 OD1748
 OD1748                          SUPERSEDED SURVEY CONTROL
 OD1748
 OD1748  NAD 83(1996)-  43 34 08.01492(N)    073 42 28.19786(W) AD(       ) 1
 OD1748  NAD 83(1992)-  43 34 08.01481(N)    073 42 28.19786(W) AD(       ) 1
 OD1748  NAD 83(1986)-  43 34 08.01644(N)    073 42 28.19959(W) AD(       ) 1
 OD1748  NAD 27      -  43 34 07.77100(N)    073 42 29.77300(W) AD(       ) 1
 OD1748
 OD1748.Superseded values are not recommended for survey control.
 OD1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1748.See file dsdata.txt to determine how the superseded data were derived.
 OD1748
 OD1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP0434624804(NAD 83)
 OD1748
 OD1748  HISTORY     - Date     Condition        Report By
 OD1748  HISTORY     - 1942     MONUMENTED       CGS
 OD1748  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OD1748  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OD1748  HISTORY     - 19970601 GOOD             USPSQD
 OD1748
 OD1748                          STATION DESCRIPTION
 OD1748
 OD1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1748'THE STATION IS THE SAME POINT AS U.S. GEOLOGICAL SURVEY STATION
 OD1748'CAT, LOCATED ORIGINALLY IN SARATOGA COUNTY BUT NOW IN WARREN
 OD1748'COUNTY.  IT IS LOCATED ON THE HIGHEST POINT OF A NEARLY BARE ROCKY
 OD1748'SUMMIT 2.5 MILES NW OF BOLTONS LANDING ON THE W SIDE OF LAKE
 OD1748'GEORGE.  IT IS A BRONZE DISK SET FLUSH IN A DRILL HOLE IN
 OD1748'OUTCROPPING BEDROCK AT THE SE EDGE OF THE MOUNTAIN WHICH IS A
 OD1748'SHEER ROCKY CLIFF AND IS STAMPED CAT (U.S.G.S.) 1942.
 OD1748'
 OD1748'REFERENCE MARK NO. 1 IS NNW OF THE STATION.  IT IS A BRONZE DISK
 OD1748'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 OD1748'STAMPED CAT U.S.G.S. NO. 1 1942.
 OD1748'
 OD1748'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS A BRONZE DISK
 OD1748'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 OD1748'STAMPED CAT U.S.G.S. NO. 2 1942.
 OD1748'
 OD1748'THE AZIMUTH MARK IS ABOUT 1.75 MILES, AIR LINE, NE OF THE
 OD1748'STATION.  IT IS A BRONZE DISK SET FLUSH IN A DRILL HOLE IN THE
 OD1748'TOP AND S END OF A 3-FOOT BY 5-FOOT BOULDER PROTRUDING 18
 OD1748'INCHES.  IT IS IN A PASTURE 75 FEET NW OF THE CENTER OF THE
 OD1748'ROAD, 53 FEET NW OF A FENCE LINE, 33 FEET S OF A STONE FENCE
 OD1748'LINE AND 44 FEET NW OF A LONE ELM TREE.  IT IS STAMPED CAT
 OD1748'U.S.G.S. 1942.  TO REACH FROM WHERE YOU LEAVE THE MAIN ROAD AND
 OD1748'ENTER A WOODS ROAD GO N FOR 0.1 MILE, THENCE LEFT FOR 0.15
 OD1748'MILE TO THE MARK ON THE LEFT.
 OD1748'
 OD1748'TO REACH THE STATION FROM BOLTONS LANDING AT THE GRAND UNION
 OD1748'STORE GO W ON PAVED ROAD FOR 0.8 MILE, KEEP LEFT AS PER SIGN
 OD1748'SCHROON LAKE FOR 0.7 MILE, KEEP LEFT ON A GRAVEL ROAD AS PER
 OD1748'SIGN TICK RIDGE FOR 0.85 MILE TO A T-ROAD (TURN RIGHT 0.15 MILE
 OD1748'TO THE AZIMUTH MARK ON THE LEFT FROM THIS JUNCTION) TURN LEFT
 OD1748'AS PER SIGN TROUT LAKE FOR 0.1 MILE, THEN TURN RIGHT ON A WOODS
 OD1748'ROAD AT A PILE OF PULP LOGS AND GO 0.2 MILE TO A GATE.  PASS
 OD1748'THROUGH GATE AND GO 0.5 MILE TO END OF TRUCK TRAVEL AT A
 OD1748'CREEK.  CROSS CREEK AND FOLLOW BLAZED LOGGING ROAD TO THE
 OD1748'SECOND DIM ROAD TO THE RIGHT IN A LOW SPOT.  GO RIGHT ON
 OD1748'THIS DIM ROAD PASSING AN OLD LOGGING CAMP ON THE LEFT.  JUST
 OD1748'AFTER PASSING CAMP CONTINUE STRAIGHT AHEAD ON OLD LOGGING
 OD1748'ROAD AND FOLLOW BLAZES TO THE HIGHEST POINT AND THE
 OD1748'STATION.  A 1-HOUR PACK.
 OD1748'
 OD1748'A 4-FOOT LIGHT AT BUCK (U.S.G.S.), A 47-FOOT LIGHT AT
 OD1748'HOUSE, A 40-FOOT LIGHT AT PROSPECT 1878, A 4-FOOT LIGHT AT
 OD1748'WARRENSBURG, A 25-FOOT LIGHT AT CRANE AND 74-FOOT LIGHTS AT
 OD1748'HENDERSON AND CHESTERTOWN ARE ALL VISIBLE FROM THE GROUND.
 OD1748'
 OD1748'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OD1748
 OD1748                          STATION RECOVERY (1943)
 OD1748
 OD1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1748'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD
 OD1748'CONDITION.  ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 OD1748'
 OD1748'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OD1748
 OD1748                          STATION RECOVERY (1972)
 OD1748
 OD1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OD1748'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 OD1748'EXCEPT RM 2, WHICH HAS BEEN BATTERED UNTIL STAMPING IS
 OD1748'ILLEGIBLE.  AZIMUTH MARK IS NOW IN DENSE PINES 35 FEET HIGH,
 OD1748'AND IS BLOCKED.  SLIGHT DIFFERENCES WERE NOTED IN RM DISTANCES
 OD1748'AND THE 1942 MEASUREMENTS WERE FOUND TO BE SLOPE DISTANCE.  ANGLE
 OD1748'TO RM 1 CHECKED CLOSELY, BUT ANGLE TO RM 2 IS NOW 1 MIN 40 SEC
 OD1748'HIGHER, PROBABLY DUE TO BEING BATTERED.
 OD1748'
 OD1748'STATION IS LOCATED ON THE OPEN SOUTHEAST EDGE OF CAT MTN.,
 OD1748'ABOUT 1 MILE WEST OF EDGECOMB POND.
 OD1748'
 OD1748'TO REACH STATION FROM WARRENSBURG, GET ON THE NORTHWAY,
 OD1748'U.S. HIGHWAY 87, AT EXIT 23 AND GO NORTH 9 MILES TO EXIT
 OD1748'24.  LEAVE THE NORTHWAY HERE AND GO EAST ON MACADAM HIGHWAY
 OD1748'2.2 MILES TO TOP OF GRADE.  TAKE T-ROAD RIGHT AND GO 0.6 MILE TO
 OD1748'FORK.  TAKE RIGHT FORK AND GO SOUTHERLY 1.4 MILES TO POWER POLE
 OD1748'6/22-25 ON LEFT, AND AZIMUTH MARK ON RIGHT.  CONTINUE AHEAD
 OD1748'0.1 MILE TO BOTTOM OF GRADE AND FORK.  KEEP AHEAD, SOUTH, ON
 OD1748'RIGHT FORK GRAVEL ROAD FOR 0.1 MILE TO TRACK ROAD RIGHT (0.05
 OD1748'MILE AFTER PASSING TRACK ROAD RIGHT INTO EDGECOMB POND DAM).  GO
 OD1748'RIGHT, WESTERLY ON GOOD TRAIL ABOUT 400 YARDS TO
 OD1748'FOOTBRIDGE.  CROSS STREAM AND CONTINUE ON DIM TRAIL ABOUT
 OD1748'250 YARDS TO WHERE RAVINE COMES DOWN FROM LEFT.  LEAVE TRAIL
 OD1748'AND GO WESTERLY UPHILL ABOUT 1/2-MILE TO SUMMIT OF HILL AND
 OD1748'STATION.  ABOUT A 1-1/2-HOUR PACK.
 OD1748'
 OD1748'STATION MARK IS A STANDARD DISK STAMPED CAT USGS 1942, CEMENTED
 OD1748'IN A DRILL HOLE IN BEDROCK SLAB PROJECTING 4 INCHES ABOVE GROUND.
 OD1748'
 OD1748'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAT USGS
 OD1748'NO 1 1942, CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE ON
 OD1748'NORTHEAST SLOPE OF HILL, ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 OD1748'
 OD1748'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAT USGS
 OD1748'NO 2 1942, CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE ON
 OD1748'SOUTHEAST SLOPE OF HILL, ABOUT 2 FEET LOWER THAN STATION MARK.
 OD1748'
 OD1748'AZIMUTH MARK IS A STANDARD DISK STAMPED CAT USGS 1942, CEMENTED
 OD1748'IN A DRILL HOLE IN A 4 X 7-FOOT, FLAT BOULDER, IN DENSE PINE
 OD1748'THICKET.  0.15 MILE NORTH OF EDGECOMB POND DAM, 73 FEET WEST OF
 OD1748'CENTER LINE OF MACADAM ROAD, 33 FEET SOUTH OF OLD STONE FENCE
 OD1748'ALONG SOUTH SIDE OF OLD WOOD AND WIRE FENCE, 170 FEET SOUTHWEST
 OD1748'OF POWER POLE 6/22-25, AND 2 FEET NORTHEAST OF A METAL
 OD1748'WITNESS SIGN NAILED ONTO AN 8-INCH PINE.
 OD1748'
 OD1748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OD1748'2-1/2 MILES NW OF BOLTON LANDING.
 OD1748
 OD1748                          STATION RECOVERY (1997)
 OD1748
 OD1748'RECOVERY NOTE BY US POWER SQUADRON 1997
 OD1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1682 ***********************************************************************
 PH1682  DESIGNATION -  CAT MT LOOKOUT TOWER
 PH1682  PID         -  PH1682
 PH1682  STATE/COUNTY-  NY/ST LAWRENCE
 PH1682  USGS QUAD   -  WOLF MOUNTAIN (1968)
 PH1682
 PH1682                         *CURRENT SURVEY CONTROL
 PH1682  ___________________________________________________________________
 PH1682* NAD 83(1996)-  44 06 01.61693(N)    074 51 54.09806(W)     ADJUSTED  
 PH1682* NAVD 88     -                                                        
 PH1682  ___________________________________________________________________
 PH1682  LAPLACE CORR-           8.55  (seconds)                    DEFLEC99
 PH1682  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 PH1682
 PH1682  HORZ ORDER  -  THIRD
 PH1682
 PH1682.The horizontal coordinates were established by classical geodetic methods
 PH1682.and adjusted by the National Geodetic Survey in January 1999..
 PH1682
 PH1682
 PH1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1682
 PH1682.The geoid height was determined by GEOID03.
 PH1682
 PH1682;                    North         East     Units Scale Factor Converg.
 PH1682;SPC NY E     -   584,988.218   120,774.911   MT  0.99991050   -0 15 14.5
 PH1682;SPC NY E     - 1,919,248.85    396,242.35   sFT  0.99991050   -0 15 14.5
 PH1682;UTM  18      - 4,883,038.460   510,803.048   MT  0.99960144   +0 05 38.1
 PH1682
 PH1682                          SUPERSEDED SURVEY CONTROL
 PH1682
 PH1682  NAD 83(1986)-  44 06 01.62323(N)    074 51 54.09978(W) AD(       ) 4
 PH1682  NAD 27      -  44 06 01.40600(N)    074 51 55.42100(W) AD(       ) 3
 PH1682
 PH1682.Superseded values are not recommended for survey control.
 PH1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1682.See file dsdata.txt to determine how the superseded data were derived.
 PH1682
 PH1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP1080383038(NAD 83)
 PH1682
 PH1682  HISTORY     - Date     Condition        Report By
 PH1682  HISTORY     - 1942     MONUMENTED       CGS
 PH1682  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1682
 PH1682                          STATION DESCRIPTION
 PH1682
 PH1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1682'THIS INTERSECTION STATION IS ABOUT 9 MILES S OF THE VILLAGE OF
 PH1682'CRANBERRY LAKE ON THE SUMMIT OF CAT MOUNTAIN.  IT IS ABOUT 10
 PH1682'PACES E OF THE W EDGE OF THE SUMMIT AND 40 PACES N OF THE S
 PH1682'EDGE OF THE SUMMIT.  IT IS OF STANDARD TYPE FOUR-LEG TRUSSWORK
 PH1682'STEEL CONSTRUCTION, IS ABOUT 50 FEET HIGH AND IS ALUMINUM
 PH1682'COLORED.  IT WAS LOCATED BY TRAVERSE FROM TRIANGULATION STATION
 PH1682'CAT MT. AND IS 26.998 METERS, 88.57 FEET, N OF CAT MT.  THE
 PH1682'POINT LOCATED WAS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 PH1682
 PH1682                          STATION RECOVERY (1975)
 PH1682
 PH1682'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1682'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1683 ***********************************************************************
 PH1683  DESIGNATION -  CAT MTN
 PH1683  PID         -  PH1683
 PH1683  STATE/COUNTY-  NY/ST LAWRENCE
 PH1683  USGS QUAD   -  WOLF MOUNTAIN (1968)
 PH1683
 PH1683                         *CURRENT SURVEY CONTROL
 PH1683  ___________________________________________________________________
 PH1683* NAD 83(1996)-  44 06 00.81149(N)    074 51 53.62468(W)     ADJUSTED  
 PH1683* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 PH1683  ___________________________________________________________________
 PH1683  LAPLACE CORR-           8.54  (seconds)                    DEFLEC99
 PH1683  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 PH1683
 PH1683  HORZ ORDER  -  FIRST
 PH1683
 PH1683.The horizontal coordinates were established by classical geodetic methods
 PH1683.and adjusted by the National Geodetic Survey in January 1999..
 PH1683
 PH1683.The orthometric height was scaled from a topographic map.
 PH1683
 PH1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1683
 PH1683.The geoid height was determined by GEOID03.
 PH1683
 PH1683;                    North         East     Units Scale Factor Converg.
 PH1683;SPC NY E     -   584,963.314   120,785.329   MT  0.99991049   -0 15 14.2
 PH1683;SPC NY E     - 1,919,167.14    396,276.53   sFT  0.99991049   -0 15 14.2
 PH1683;UTM  18      - 4,883,013.627   510,813.613   MT  0.99960144   +0 05 38.5
 PH1683
 PH1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1683!SPC NY E     -   0.99989666  x   0.99991049  =   0.99980715
 PH1683!UTM  18      -   0.99989666  x   0.99960144  =   0.99949814
 PH1683
 PH1683|---------------------------------------------------------------------|
 PH1683| PID    Reference Object                     Distance      Geod. Az  |
 PH1683|                                                           dddmmss.s |
 PH1683| CZ7633 CAT MTN RM 1                         12.744 METERS 10902     |
 PH1683| CZ7632 CAT MTN AZ MK                                      2400832.7 |
 PH1683| PH1682 CAT MT LOOKOUT TOWER                 26.998 METERS 33703     |
 PH1683| CZ7634 CAT MTN RM 2                         24.115 METERS 34458     |
 PH1683|---------------------------------------------------------------------|
 PH1683
 PH1683                          SUPERSEDED SURVEY CONTROL
 PH1683
 PH1683  NAD 83(1986)-  44 06 00.81780(N)    074 51 53.62635(W) AD(       ) 1
 PH1683  NAD 27      -  44 06 00.60100(N)    074 51 54.94800(W) AD(       ) 1
 PH1683
 PH1683.Superseded values are not recommended for survey control.
 PH1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1683.See file dsdata.txt to determine how the superseded data were derived.
 PH1683
 PH1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP1081483014(NAD 83)
 PH1683
 PH1683  HISTORY     - Date     Condition        Report By
 PH1683  HISTORY     - 1942     MONUMENTED       CGS
 PH1683  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PH1683  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1683
 PH1683                          STATION DESCRIPTION
 PH1683
 PH1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1683'THE STATION IS ABOUT 9 MILES S OF THE VILLAGE OF CRANBERRY LAKE
 PH1683'ON THE SUMMIT OF CAT MOUNTAIN.  IT IS ABOUT 30 PACES S OF THE
 PH1683'LOOKOUT TOWER, ON THE SUMMIT OF THE MOUNTAIN AND 20 FEET E OF THE W
 PH1683'EDGE OF THE SUMMIT.  IT IS STAMPED CAT MT. 1942.
 PH1683'
 PH1683'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 PH1683'IN OUTCROPPING BEDROCK.
 PH1683'
 PH1683'REFERENCE MARK NO.1 IS ESE OF THE STATION AND 40 FEET N OF THE
 PH1683'S EDGE OF THE SUMMIT.  IT IS STAMPED CAT MT. NO.1 1942.
 PH1683'
 PH1683'REFERENCE MARK NO.2 IS N BY W OF THE STATION AND 8 FEET E OF
 PH1683'THE LOOKOUT TOWER.  IT IS STAMPED CAT MT. NO.2 1942.
 PH1683'
 PH1683'THE AZIMUTH MARK IS ABOUT 0.25 MILE WSW OF THE STATION.  IT IS
 PH1683'A BRONZE DISK SET IN A DRILL HOLE IN A PROMINENT ROCK OUTCROP,
 PH1683'THE ONLY ONE IN THE VICINITY.  IT IS STAMPED CAT MT. 1942 AND THE
 PH1683'OUTCROP PROJECTS ABOUT 4 FEET.
 PH1683'
 PH1683'TO REACH FROM CRANBERRY LAKE, FIRST GET THE KEY FOR A TRUCK
 PH1683'TRAIL BAR FROM MOSE LA FOUNTAIN OF THE CONSERVATION DEPARTMENT
 PH1683'OFFICE IN CRANBERRY LAKE, AND THEN GO SW ON STATE HIGHWAY 3 FOR
 PH1683'7.8 MILES AND TURN LEFT OFF THE HIGHWAY ON THE WANAKENA ROAD.  GO
 PH1683'0.8 MILE AND KEEP STRAIGHT AHEAD ON A RIGHT FORK.  GO 0.4 MILE
 PH1683'AND KEEP STRAIGHT AHEAD ON A GRAVEL RIGHT FORK.  GO 0.1 MILE AND
 PH1683'TAKE A LEFT FORK.  GO 0.4 MILE AND TAKE A RIGHT FORK PASSING
 PH1683'THROUGH THE ABOVE-MENTIONED TRUCK TRAIL BAR.  FOLLOW THE TRUCK
 PH1683'TRAIL SOUTHEASTERLY FOR 1.95 MILES TO ITS END.  THEN
 PH1683'FOLLOW THE WELL-MARKED CONSERVATION DEPARTMENT FOOT
 PH1683'TRAIL UP THE MOUNTAIN TO ITS SUMMIT AND THE STATION.  IT IS
 PH1683'ABOUT A 3-MILE PACK.
 PH1683'
 PH1683'32-FOOT SIGNALS AT OWLS HEAD AND WEST MT. ARE VISIBLE AT 20
 PH1683'FEET.  A 37-FOOT SIGNAL AT MOOSEHEAD IS VISIBLE AT 20 FEET.  4-FOOT
 PH1683'SIGNALS AT SILVER LAKE AND MORRIS ARE VISIBLE AT 20 FEET.
 PH1683'
 PH1683'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 PH1683
 PH1683                          STATION RECOVERY (1942)
 PH1683
 PH1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1683'DESCRIPTION FURNISHED BY F.B. QUINN WAS FOUND TO BE ADEQUATE AND
 PH1683'CORRECT.  DIRECTION TO AZIMUTH MARK AND REFERENCE MARKS FAILED
 PH1683'TO CHECK.
 PH1683'
 PH1683'A 50-FOOT TOWER AT TOOLEY IS VISIBLE FROM THE GROUND.
 PH1683
 PH1683                          STATION RECOVERY (1975)
 PH1683
 PH1683'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 PH1683'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1379 ***********************************************************************
 NC1379  DESIGNATION -  CATALINO
 NC1379  PID         -  NC1379
 NC1379  STATE/COUNTY-  NY/ERIE
 NC1379  USGS QUAD   -  EDEN (1965)
 NC1379
 NC1379                         *CURRENT SURVEY CONTROL
 NC1379  ___________________________________________________________________
 NC1379* NAD 83(1996)-  42 39 10.42656(N)    078 57 19.15307(W)     ADJUSTED  
 NC1379* NAVD 88     -       234.1    (meters)     768.     (feet)  VERTCON   
 NC1379  ___________________________________________________________________
 NC1379  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 NC1379  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NC1379
 NC1379  HORZ ORDER  -  FIRST
 NC1379
 NC1379.The horizontal coordinates were established by classical geodetic methods
 NC1379.and adjusted by the National Geodetic Survey in January 1999..
 NC1379
 NC1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1379
 NC1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1379
 NC1379.The geoid height was determined by GEOID03.
 NC1379
 NC1379;                    North         East     Units Scale Factor Converg.
 NC1379;SPC NY W     -   294,679.995   319,499.533   MT  0.99994894   -0 15 07.4
 NC1379;SPC NY W     -   966,795.95  1,048,224.72   sFT  0.99994894   -0 15 07.4
 NC1379;UTM  17      - 4,724,297.340   667,596.483   MT  0.99994558   +1 23 08.5
 NC1379
 NC1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1379!SPC NY W     -   0.99996873  x   0.99994894  =   0.99991767
 NC1379!UTM  17      -   0.99996873  x   0.99994558  =   0.99991431
 NC1379
 NC1379|---------------------------------------------------------------------|
 NC1379| PID    Reference Object                     Distance      Geod. Az  |
 NC1379|                                                           dddmmss.s |
 NC1379| CZ9826 CATALINO RM 1                        24.189 METERS 04021     |
 NC1379| NC1382 5 717 NYDPW 1973                     23.269 METERS 18119     |
 NC1379| NC1675 ANGOLA NE STANDPIPE                 APPROX. 6.4 KM 2544116.8 |
 NC1379| CZ9827 CATALINO RM 2                                      3383320.0 |
 NC1379|---------------------------------------------------------------------|
 NC1379
 NC1379                          SUPERSEDED SURVEY CONTROL
 NC1379
 NC1379  NAD 83(1986)-  42 39 10.43242(N)    078 57 19.14930(W) AD(       ) 1
 NC1379  NAD 27      -  42 39 10.21898(N)    078 57 20.02028(W) AD(       ) 1
 NC1379  NGVD 29 (07/19/86)  234.2    (m)          768.     (f) VERT ANG       
 NC1379
 NC1379.Superseded values are not recommended for survey control.
 NC1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1379.See file dsdata.txt to determine how the superseded data were derived.
 NC1379
 NC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6759624297(NAD 83)
 NC1379_MARKER: DS = TRIANGULATION STATION DISK
 NC1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1379
 NC1379  HISTORY     - Date     Condition        Report By
 NC1379  HISTORY     - 1973     MONUMENTED       NGS
 NC1379
 NC1379                          STATION DESCRIPTION
 NC1379
 NC1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1379'STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF THE VILLAGE OF
 NC1379'ANGOLA, 3-1/4 MILES WEST OF THE VILLAGE OF EDEN, IN THE
 NC1379'NORTHWEST CORNER OF INTERSECTION OF EDEN-EVANS CENTER ROAD
 NC1379'AND THE APPROACH ROAD TO THE NEW YORK THRU-WAY TOLL GATE
 NC1379'NUMBER 57-A AND ON PROPERTY OWNED BY THE STATE.
 NC1379'
 NC1379'TO REACH THE STATION FROM THE POST OFFICE IN EDEN, GO WEST
 NC1379'ON THE EDEN-EVANS CENTER ROAD FOR 1.25 MILES TO A FORK (JUNCTION
 NC1379'OF DERBY ROAD).  KEEP LEFT FORK AND CONTINUE WEST ON EDEN-EVANS
 NC1379'CENTER ROAD FOR 2.05 MILES TO THE ENTRANCE TO THE NEW YORK
 NC1379'THRU-WAY AND THE STATION IN THE NORTHWEST ANGLE OF THE
 NC1379'INTERSECTION AS DESCRIBED.
 NC1379'
 NC1379'THE SURFACE AND UNDERGROUND STATION MARKS ARE BOTH STANDARD
 NC1379'DISKS STAMPED CATALINO 1973.  THE SURFACE MARK IS SET IN A
 NC1379'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 145 FEET
 NC1379'NORTH OF CENTER OF THE EDEN-EVANS CENTER ROAD, 83.2 FEET NORTH
 NC1379'OF A FIRE HYDRANT NUMBERED 351, 76 FEET WEST OF CENTER OF THE
 NC1379'EXIT LANE FROM THE NEW YORK THRU-WAY AND 12 FEET EAST OF A
 NC1379'FENCE LINE.
 NC1379'
 NC1379'REFERENCE MARK 1, STAMPED CATALINO NO 1 1973, IS A STANDARD
 NC1379'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 NC1379'IS 63.5 FEET EAST OF THE FENCE LINE, 24.5 FEET WEST OF CENTER
 NC1379'OF THE EXIT LANE FROM THE THRU-WAY AND 20.5 FEET NORTH OF A SIGN
 NC1379'READING TO 62 TO 20.
 NC1379'
 NC1379'REFERENCE MARK 2, STAMPED CATALINO NO 2 1973, IS A STANDARD DISK
 NC1379'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF A CONCRETE SIDEWALK
 NC1379'AND CURBING AT THE NEW YORK THRU-WAY TOLL GATE NUMBER 57-A.  IT
 NC1379'IS 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER THE OFFICE
 NC1379'BUILDING AT THE TOLL BOOTH, 26.5 FEET NORTHEAST OF CENTER OF
 NC1379'THE ROAD LEADING THROUGH THE TOLL BOOTHS, 16 FEET SOUTHEAST OF
 NC1379'A STREET LIGHT POLE WITH A STOP SIGN ATTACHED TO IT AND 4 FEET
 NC1379'SOUTH OF A METAL WITNESS POST.
 NC1379'
 NC1379'REFERENCE MARK 3, IS A NEW YORK STATE DEPARTMENT OF
 NC1379'TRANSPORTATION AND PUBLIC WORKS SURVEY DISK.  IT IS STAMPED
 NC1379'5-717 AND IS SET IN A 10-INCH ROUND CONCRETE POST FLUSH WITH
 NC1379'THE GROUND.  IT IS 78 FEET WEST OF THE EXIT LANE FROM THE
 NC1379'THRU-WAY, 69 FEET NORTH OF CENTER OF THE EDEN-EVANS CENTER
 NC1379'ROAD, 10 FEET EAST OF A FENCE CORNER AND 8 FEET NORTHWEST OF THE
 NC1379'FIRE HYDRANT NUMBERED 351.
 NC1379'
 NC1379'TO REACH REFERENCE MARK 2 FROM THE STATION, GO NORTH ON THE
 NC1379'APPROACH ROAD TO THE THRU-WAY FOR 0.3 MILE TO THE TOLL BOOTHS
 NC1379'AND MARK AS DESCRIBED.
 NC1379'
 NC1379'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2100 ***********************************************************************
 PG2100  DESIGNATION -  CATAMOUNT
 PG2100  PID         -  PG2100
 PG2100  STATE/COUNTY-  NY/CLINTON
 PG2100  USGS QUAD   -  
 PG2100
 PG2100                         *CURRENT SURVEY CONTROL
 PG2100  ___________________________________________________________________
 PG2100* NAD 83(1996)-  44 27 34.05827(N)    073 52 20.08573(W)     ADJUSTED  
 PG2100* NAVD 88     -      1237.     (meters)    4058.     (feet)  SCALED    
 PG2100  ___________________________________________________________________
 PG2100  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 PG2100  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 PG2100
 PG2100  HORZ ORDER  -  FIRST
 PG2100
 PG2100.The horizontal coordinates were established by classical geodetic methods
 PG2100.and adjusted by the National Geodetic Survey in January 1999..
 PG2100
 PG2100.The orthometric height was scaled from a topographic map.
 PG2100
 PG2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2100
 PG2100.The geoid height was determined by GEOID03.
 PG2100
 PG2100;                    North         East     Units Scale Factor Converg.
 PG2100;SPC NY E     -   625,003.652   199,954.604   MT  0.99993068   +0 26 22.9
 PG2100;SPC NY E     - 2,050,532.81    656,017.73   sFT  0.99993068   +0 26 22.9
 PG2100;UTM  18      - 4,923,524.638   589,716.123   MT  0.99969898   +0 47 23.8
 PG2100
 PG2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2100!SPC NY E     -   0.99981053  x   0.99993068  =   0.99974122
 PG2100!UTM  18      -   0.99981053  x   0.99969898  =   0.99950957
 PG2100
 PG2100:                Primary Azimuth Mark                     Grid Az
 PG2100:SPC NY E     -  CATAMOUNT AZ MK                          210 22 20.7
 PG2100:UTM  18      -  CATAMOUNT AZ MK                          210 01 19.8
 PG2100
 PG2100|---------------------------------------------------------------------|
 PG2100| PID    Reference Object                     Distance      Geod. Az  |
 PG2100|                                                           dddmmss.s |
 PG2100| DA4942 CATAMOUNT AZ MK                                    2104843.6 |
 PG2100|---------------------------------------------------------------------|
 PG2100
 PG2100                          SUPERSEDED SURVEY CONTROL
 PG2100
 PG2100  NAD 83(1996)-  44 27 34.06393(N)    073 52 20.08616(W) AD(       ) 1
 PG2100  NAD 83(1992)-  44 27 34.06389(N)    073 52 20.08925(W) AD(       ) 1
 PG2100  NAD 83(1986)-  44 27 34.06597(N)    073 52 20.09027(W) AD(       ) 1
 PG2100  NAD 27      -  44 27 33.89200(N)    073 52 21.56400(W) AD(       ) 1
 PG2100
 PG2100.Superseded values are not recommended for survey control.
 PG2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2100.See file dsdata.txt to determine how the superseded data were derived.
 PG2100
 PG2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8971623525(NAD 83)
 PG2100
 PG2100  HISTORY     - Date     Condition        Report By
 PG2100  HISTORY     - 1942     MONUMENTED       CGS
 PG2100
 PG2100                          STATION DESCRIPTION
 PG2100
 PG2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2100'STATION IS LOCATED ABOUT 9 MILES NE OF BLOOMINGDALE ON THE
 PG2100'HIGHEST POINT OF A LARGE, BARE TOP, ROCKY MOUNTAIN.  STATION IS
 PG2100'A 1-INCH LEAD PLUG SET IN A DRILL HOLE IN BEDROCK AND IS ABOUT 8
 PG2100'INCHES BELOW THE SURFACE OF THE ROCK.
 PG2100'
 PG2100'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 PG2100'OUTCROPPING BEDROCK.
 PG2100'
 PG2100'REFERENCE MARK NO.1 IS NNE OF THE STATION.  IT IS STAMPED
 PG2100'CATAMOUNT NO.1 1942.
 PG2100'
 PG2100'REFERENCE MARK NO.2 IS WNW OF THE STATION.  IT IS STAMPED
 PG2100'CATAMOUNT NO.2 1942.
 PG2100'
 PG2100'THE AZIMUTH MARK IS SW OF THE STATION, 63 FEET N OF THE CENTER
 PG2100'LINE OF A GRAVEL ROAD.  IT IS A BRONZE DISK SET IN A DRILL HOLE
 PG2100'IN A LARGE LONE BOULDER WHICH IS NEAR THE SW CORNER OF A SMALL
 PG2100'PASTURE.  IT IS STAMPED CATAMOUNT 1942.
 PG2100'
 PG2100'TO REACH THE STATION FROM THE POST OFFICE IN BLOOMINGDALE, GO
 PG2100'E ON STATE HIGHWAY 3 FOR 0.2 MILE, CROSS BRIDGE AND TURN RIGHT
 PG2100'AT SIGN WHITEFACE MT. MEMORIAL ROAD, FRANKLIN FALLS AND AUSABLE
 PG2100'FORKS.  THEN GO 7.4 MILES TO A BRIDGE, CROSS BRIDGE (GOING TO THE
 PG2100'LEFT AROUND A SMALL POWER PLANT) FOR 1.7 MILES TO A FORKS.  THEN
 PG2100'LEFT FORK FOR 1.25 MILES.  THEN LEFT FORK FOR 0.95 MILE TO THE
 PG2100'MT. VIEW TOURIST HOME ON THE LEFT.  CONTINUE AHEAD FOR 0.8 MILE
 PG2100'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.35 MILE
 PG2100'TO DIM WOODS ROAD ON LEFT (JUST BEFORE REACHING A GRAVEL PIT ON
 PG2100'LEFT), TURN LEFT AND GO 0.6 MILE TO A SMALL PASTURE AND END
 PG2100'OF TRUCK TRAVEL.  FOLLOW A VERY DIM TRAIL (NEAR THE EDGE OF A
 PG2100'SMALL MOUNTAIN STREAM) UP A CANYON TO A SADDLE THEN LEFT TO THE
 PG2100'TOP OF MOUNTAIN AND STATION.  TRAIL IS VERY POOR FOR ABOUT 500
 PG2100'YARDS AND EVENTUALLY DISAPPEARS.  IT IS A 1-HOUR, 45-MINUTE
 PG2100'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1685 ***********************************************************************
 PH1685  DESIGNATION -  CATAMOUNT LOOKOUT TOWER
 PH1685  PID         -  PH1685
 PH1685  STATE/COUNTY-  NY/ST LAWRENCE
 PH1685  USGS QUAD   -  STARK (1968)
 PH1685
 PH1685                         *CURRENT SURVEY CONTROL
 PH1685  ___________________________________________________________________
 PH1685* NAD 83(1996)-  44 25 32.71382(N)    074 45 25.09991(W)     ADJUSTED  
 PH1685* NAVD 88     -                                                        
 PH1685  ___________________________________________________________________
 PH1685  LAPLACE CORR-           7.17  (seconds)                    DEFLEC99
 PH1685  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PH1685
 PH1685  HORZ ORDER  -  THIRD
 PH1685
 PH1685.The horizontal coordinates were established by classical geodetic methods
 PH1685.and adjusted by the National Geodetic Survey in January 1999..
 PH1685
 PH1685
 PH1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1685
 PH1685.The geoid height was determined by GEOID03.
 PH1685
 PH1685;                    North         East     Units Scale Factor Converg.
 PH1685;SPC NY E     -   621,098.939   129,539.240   MT  0.99990515   -0 10 47.6
 PH1685;SPC NY E     - 2,037,722.10    424,996.66   sFT  0.99990515   -0 10 47.6
 PH1685;UTM  18      - 4,919,190.869   519,344.667   MT  0.99960460   +0 10 12.4
 PH1685
 PH1685                          SUPERSEDED SURVEY CONTROL
 PH1685
 PH1685  NAD 83(1986)-  44 25 32.72144(N)    074 45 25.10259(W) AD(       ) 4
 PH1685  NAD 27      -  44 25 32.49300(N)    074 45 26.43200(W) AD(       ) 3
 PH1685
 PH1685.Superseded values are not recommended for survey control.
 PH1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1685.See file dsdata.txt to determine how the superseded data were derived.
 PH1685
 PH1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1934519191(NAD 83)
 PH1685
 PH1685  HISTORY     - Date     Condition        Report By
 PH1685  HISTORY     - 1942     MONUMENTED       CGS
 PH1685  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PH1685  HISTORY     - 1963     GOOD             CGS
 PH1685  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1685
 PH1685                          STATION DESCRIPTION
 PH1685
 PH1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1685'CATAMOUNT LOOKOUT TOWER IS ON THE TOP OF THE HIGHEST POINT OF
 PH1685'CATAMOUNT MOUNTAIN WHICH IS ABOUT 3/4 MILE SW OF THE RAQUETTE
 PH1685'RIVER.  3 MILES N OF THE HOLLYWOOD INN.  IT IS A SQUARE
 PH1685'STRUCTURAL STEEL TOWER SET ON ROCK OUTCROP.  THE TOWER HAS AN
 PH1685'ENCLOSED CAGE AT THE TOP.  THE POINT OBSERVED ON WAS THE APEX OF
 PH1685'THE CAGE.  HEIGHT 37 FEET.  THIS IS AN INTERSECTION STATION.
 PH1685
 PH1685                          STATION RECOVERY (1942)
 PH1685
 PH1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1685'THIS INTERSECTION STATION IS ABOUT 14-1/2 MILES E OF N OF THE
 PH1685'VILLAGE OF CRANBERRY LAKE, 12-1/2 MILES NNW OF THE VILLAGE OF
 PH1685'GALE, AND NEAR THE HAMLET OF HOLLYWOOD.
 PH1685'
 PH1685'IT IS OF STANDARD TYPE FOUR-LEG TRUSSWORK STEEL
 PH1685'CONSTRUCTION.  THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL
 PH1685'ROOF.  NOT VISITED.
 PH1685
 PH1685                          STATION RECOVERY (1963)
 PH1685
 PH1685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1685'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PH1685
 PH1685                          STATION RECOVERY (1975)
 PH1685
 PH1685'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1685'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1794 ***********************************************************************
 OE1794  DESIGNATION -  CATHEAD MOUNTAIN FIRETOWER
 OE1794  PID         -  OE1794
 OE1794  STATE/COUNTY-  NY/HAMILTON
 OE1794  USGS QUAD   -  GLOVERSVILLE (1970)
 OE1794
 OE1794                         *CURRENT SURVEY CONTROL
 OE1794  ___________________________________________________________________
 OE1794* NAD 83(1996)-  43 17 00.24936(N)    074 17 20.03987(W)     ADJUSTED  
 OE1794* NAVD 88     -                                                        
 OE1794  ___________________________________________________________________
 OE1794  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OE1794  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 OE1794
 OE1794  HORZ ORDER  -  THIRD
 OE1794
 OE1794.The horizontal coordinates were established by classical geodetic methods
 OE1794.and adjusted by the National Geodetic Survey in January 1999..
 OE1794
 OE1794
 OE1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1794
 OE1794.The geoid height was determined by GEOID03.
 OE1794
 OE1794;                    North         East     Units Scale Factor Converg.
 OE1794;SPC NY E     -   494,175.186   167,132.267   MT  0.99990361   +0 08 41.0
 OE1794;SPC NY E     - 1,621,306.42    548,333.11   sFT  0.99990361   +0 08 41.0
 OE1794;UTM  18      - 4,792,532.422   557,693.588   MT  0.99964094   +0 29 15.2
 OE1794
 OE1794                          SUPERSEDED SURVEY CONTROL
 OE1794
 OE1794  NAD 83(1986)-  43 17 00.25334(N)    074 17 20.04041(W) AD(       ) 4
 OE1794  NAD 27      -  43 16 59.98421(N)    074 17 21.52754(W) AD(       ) 3
 OE1794
 OE1794.Superseded values are not recommended for survey control.
 OE1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1794.See file dsdata.txt to determine how the superseded data were derived.
 OE1794
 OE1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5769492532(NAD 83)
 OE1794_MARKER: 57 = LOOKOUT TOWER
 OE1794
 OE1794  HISTORY     - Date     Condition        Report By
 OE1794  HISTORY     - 1942     FIRST OBSERVED   CGS
 OE1794  HISTORY     - 1960     GOOD             LDA
 OE1794
 OE1794                          STATION DESCRIPTION
 OE1794
 OE1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1794'STATION IS LOCATED ABOUT 8 MILES NW OF NORTHVILLE, ON A HIGH PEAK
 OE1794'CALLED CATHEAD MOUNTAIN.  IT IS A FOUR LEGGED, GREY STEEL
 OE1794'STRUCTURE ABOUT 80 FEET HIGH, WITH AN ENCLOSED OBSERVATION
 OE1794'PLATFORM.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOWER.
 OE1794'
 OE1794'TO REACH FROM THE W END OF THE BRIDGE AND THE INTERSECTION OF
 OE1794'NEW YORK ROUTE 30 WITH A PAVED COUNTY ROAD IN THE VILLAGE OF
 OE1794'NORTHVILLE, GO N 6.8 MILES ON PAVED COUNTY ROAD TO A T ROAD RIGHT
 OE1794'AND A SIGN TO CATHEAD MT. OBSERVATORY, TURN RIGHT ON GRAVEL ROAD
 OE1794'AND GO 1.1 MILES TO END OF TRUCK TRAVEL, CONTINUE UP HILL 1-1/4
 OE1794'MILES ON TRAIL TO FIRETOWER.
 OE1794
 OE1794                          STATION RECOVERY (1960)
 OE1794
 OE1794'RECOVERY NOTE BY L DICKERSON ASSOC 1960 (JPP)
 OE1794'TOWER FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1752 ***********************************************************************
 PH1752  DESIGNATION -  CATHERINE
 PH1752  PID         -  PH1752
 PH1752  STATE/COUNTY-  NY/ST LAWRENCE
 PH1752  USGS QUAD   -  PARISHVILLE (1980)
 PH1752
 PH1752                         *CURRENT SURVEY CONTROL
 PH1752  ___________________________________________________________________
 PH1752* NAD 83(1996)-  44 37 51.32824(N)    074 45 59.61029(W)     ADJUSTED  
 PH1752* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 PH1752  ___________________________________________________________________
 PH1752  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 PH1752  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 PH1752
 PH1752  HORZ ORDER  -  SECOND
 PH1752
 PH1752.The horizontal coordinates were established by classical geodetic methods
 PH1752.and adjusted by the National Geodetic Survey in January 1999..
 PH1752
 PH1752.The orthometric height was scaled from a topographic map.
 PH1752
 PH1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1752
 PH1752.The geoid height was determined by GEOID03.
 PH1752
 PH1752;                    North         East     Units Scale Factor Converg.
 PH1752;SPC NY E     -   643,898.195   128,850.337   MT  0.99990550   -0 11 14.2
 PH1752;SPC NY E     - 2,112,522.66    422,736.48   sFT  0.99990550   -0 11 14.2
 PH1752;UTM  18      - 4,941,978.622   518,516.503   MT  0.99960422   +0 09 50.4
 PH1752
 PH1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1752!SPC NY E     -   0.99994862  x   0.99990550  =   0.99985412
 PH1752!UTM  18      -   0.99994862  x   0.99960422  =   0.99955286
 PH1752
 PH1752|---------------------------------------------------------------------|
 PH1752| PID    Reference Object                     Distance      Geod. Az  |
 PH1752|                                                           dddmmss.s |
 PH1752| CZ7636 CATHERINE RM 1                       30.236 METERS 04428     |
 PH1752| CZ7635 CATHERINE AZ MK                                    1001134.6 |
 PH1752| CZ7637 CATHERINE RM 2                       25.288 METERS 12141     |
 PH1752|---------------------------------------------------------------------|
 PH1752
 PH1752                          SUPERSEDED SURVEY CONTROL
 PH1752
 PH1752  NAD 83(1986)-  44 37 51.33425(N)    074 45 59.61285(W) AD(       ) 2
 PH1752  NAD 27      -  44 37 51.11500(N)    074 46 00.90900(W) AD(       ) 2
 PH1752
 PH1752.Superseded values are not recommended for survey control.
 PH1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1752.See file dsdata.txt to determine how the superseded data were derived.
 PH1752
 PH1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1851741979(NAD 83)
 PH1752
 PH1752  HISTORY     - Date     Condition        Report By
 PH1752  HISTORY     - 1942     MONUMENTED       CGS
 PH1752  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1752
 PH1752                          STATION DESCRIPTION
 PH1752
 PH1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1752'THE STATION IS ABOUT 2-1/4 MILES E OF PARISHVILLE, ON TOP OF A
 PH1752'ROCKY KNOLL IN A PASTURE OWNED BY MR. FRED FLETCHER.  THE MARK
 PH1752'IS OF SQUARE CONCRETE SET FLUSH WITH THE GROUND.  IT IS 12 FEET
 PH1752'E OF A ROCK FENCE AND 8 FEET S OF AN OLD FALLEN-DOWN ROCK
 PH1752'FENCE.  THE MARK IS 60 FEET S OF A 33-INCH MAPLE WITH A
 PH1752'TRIANGULAR BLAZE AND 48 FEET N OF A 13-INCH CHERRY TREE.
 PH1752'
 PH1752'REFERENCE MARK NO. 1 IS SET FLUSH IN A BOULDER WHICH IS
 PH1752'TRIANGULAR AND 18 INCHES ON A SIDE.  THE BOULDER IS FLUSH WITH
 PH1752'THE GROUND AND ABOUT 6 FEET LOWER THAN THE STATION.  THE MARK
 PH1752'IS ABOUT 100 FEET E OF A 33-INCH MAPLE AND ROCK FENCE AND
 PH1752'50 FEET N OF ANOTHER ROCK FENCE.  MARK IS NE OF STATION.
 PH1752'
 PH1752'REFERENCE MARK NO. 2 IS SE OF THE STATION AND IS SET FLUSH ON
 PH1752'TOP OF A BOULDER 5 FEET BY 4 FEET.  THE BOULDER PROJECTS
 PH1752'20 INCHES AND IS 50 FEET S OF A ROCK FENCE AND 60 FEET E OF
 PH1752'ANOTHER ROCK FENCE AND CHERRY TREE.
 PH1752'
 PH1752'THE AZIMUTH MARK IS REACHED FROM THE POLE GATE TO PASTURE AND
 PH1752'STATION SITE BY GOING E ON GRAVEL ROAD FOR 0.3 MILE TO AZIMUTH
 PH1752'MARK ON THE S SIDE OF ROAD.  THE MARK IS 21 FEET S OF THE
 PH1752'CENTERLINE OF THE ROAD ON OPPOSITE SIDE OF ROAD FROM WHITE
 PH1752'HOUSE, AND IS 45 FEET SW OF THE INTERSECTION OF MAIN ROAD AND
 PH1752'FARM LANE TO BARN.  THE MARK PROJECTS 6 INCHES.
 PH1752'
 PH1752'THE STATION IS REACHED FROM THE BRIDGE IN PARISHVILLE BY GOING
 PH1752'NE ON STATE ROUTE NO. 72 FOR ONE BLOCK TO A SIDE STREET RIGHT AT
 PH1752'THE TOWN HALL.  THEN TURN RIGHT AND GO SE AND E ON PAVED ROAD
 PH1752'FOR 1.2 MILES TO A FORK.  THEN TAKE LEFT FORK NE AND E, ON
 PH1752'GRAVEL, UP HILL FOR 1.5 MILES TO AN OLD CEMETERY ON THE
 PH1752'RIGHT.  THEN CONTINUE E FOR 0.1 MILE TO A POLE GATE ENTERING
 PH1752'PASTURE ON THE LEFT.  THEN TURN LEFT THRU POLE GATE AND GO NW
 PH1752'UP THRU ROUGH PASTURE FOR 0.15 MILE TO HIGHEST POINT AND
 PH1752'STATION SITE.
 PH1752'
 PH1752'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PH1752
 PH1752                          STATION RECOVERY (1975)
 PH1752
 PH1752'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1752'CATHERINE 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1400 ***********************************************************************
 OF1400  DESIGNATION -  CATO WATER TANK
 OF1400  PID         -  OF1400
 OF1400  STATE/COUNTY-  NY/CAYUGA
 OF1400  USGS QUAD   -  CATO (1976)
 OF1400
 OF1400                         *CURRENT SURVEY CONTROL
 OF1400  ___________________________________________________________________
 OF1400* NAD 83(1996)-  43 10 12.83911(N)    076 34 07.14898(W)     ADJUSTED  
 OF1400* NAVD 88     -                                                        
 OF1400  ___________________________________________________________________
 OF1400  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OF1400  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OF1400
 OF1400  HORZ ORDER  -  THIRD
 OF1400
 OF1400.The horizontal coordinates were established by classical geodetic methods
 OF1400.and adjusted by the National Geodetic Survey in January 1999..
 OF1400
 OF1400
 OF1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1400
 OF1400.The geoid height was determined by GEOID03.
 OF1400
 OF1400;                    North         East     Units Scale Factor Converg.
 OF1400;SPC NY C     -   352,080.894   251,193.705   MT  0.99993752   +0 00 36.2
 OF1400;SPC NY C     - 1,155,118.73    824,124.68   sFT  0.99993752   +0 00 36.2
 OF1400;UTM  18      - 4,780,913.500   372,494.218   MT  0.99980000   -1 04 24.1
 OF1400
 OF1400                          SUPERSEDED SURVEY CONTROL
 OF1400
 OF1400  NAD 83(1986)-  43 10 12.84512(N)    076 34 07.14522(W) AD(       ) 4
 OF1400  NAD 27      -  43 10 12.60300(N)    076 34 08.35500(W) AD(       ) 3
 OF1400
 OF1400.Superseded values are not recommended for survey control.
 OF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1400.See file dsdata.txt to determine how the superseded data were derived.
 OF1400
 OF1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7249480913(NAD 83)
 OF1400
 OF1400  HISTORY     - Date     Condition        Report By
 OF1400  HISTORY     - 1942     MONUMENTED       CGS
 OF1400  HISTORY     - 1982     GOOD             USPSQD
 OF1400  HISTORY     - 1989     GOOD             USPSQD
 OF1400  HISTORY     - 19910729 GOOD             USPSQD
 OF1400
 OF1400                          STATION DESCRIPTION
 OF1400
 OF1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1400'THIS INTERSECTION STATION IS THE WATER TANK OF THE VILLAGE OF
 OF1400'CATO, LOCATED ABOUT 0.2 MILE E OF THE CAUTION LIGHT IN THE
 OF1400'CENTER OF THE TOWN, 0.5 MILE W OF THE CATO-MERIDIAN CENTRAL
 OF1400'SCHOOLHOUSE, AND 0.1 MILE N OF STATE ROUTE 370.  IT IS A
 OF1400'FOUR-LEGGED STEEL STRUCTURE PAINTED BLACK ABOUT 90 FEET HIGH,
 OF1400'WITH THE WHITE LETTERING CATO PAINTED ON THE E AND W SIDES.
 OF1400'POINT OBSERVED UPON, THE FINIAL ON THE APEX OF THE ROOF.
 OF1400
 OF1400                          STATION RECOVERY (1982)
 OF1400
 OF1400'RECOVERY NOTE BY US POWER SQUADRON 1982 (RFH)
 OF1400'STATION RECOVERED GOOD.
 OF1400'
 OF1400'DESCRIPTION GOOD, EXCEPT TOWER IS NOW PAINTED SILVER WITH BLACK
 OF1400'LETTERING.
 OF1400
 OF1400                          STATION RECOVERY (1989)
 OF1400
 OF1400'RECOVERY NOTE BY US POWER SQUADRON 1989 (RFH)
 OF1400'RECOVERED IN GOOD CONDITION.
 OF1400
 OF1400                          STATION RECOVERY (1991)
 OF1400
 OF1400'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 OF1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1913 ***********************************************************************
 NB1913  DESIGNATION -  CATON
 NB1913  PID         -  NB1913
 NB1913  STATE/COUNTY-  NY/STEUBEN
 NB1913  USGS QUAD   -  CATON (1976)
 NB1913
 NB1913                         *CURRENT SURVEY CONTROL
 NB1913  ___________________________________________________________________
 NB1913* NAD 83(1996)-  42 03 56.65123(N)    077 05 00.44589(W)     ADJUSTED  
 NB1913* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 NB1913  ___________________________________________________________________
 NB1913  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NB1913  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NB1913
 NB1913  HORZ ORDER  -  FIRST
 NB1913
 NB1913.The horizontal coordinates were established by classical geodetic methods
 NB1913.and adjusted by the National Geodetic Survey in January 1999..
 NB1913
 NB1913.The orthometric height was scaled from a topographic map.
 NB1913
 NB1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1913
 NB1913.The geoid height was determined by GEOID03.
 NB1913
 NB1913;                    North         East     Units Scale Factor Converg.
 NB1913;SPC NY C     -   229,516.147   208,609.563   MT  0.99995857   -0 20 06.3
 NB1913;SPC NY C     -   753,004.23    684,413.21   sFT  0.99995857   -0 20 06.3
 NB1913;SPC PA N     -   211,119.068   655,167.311   MT  1.00002084   +0 26 27.4
 NB1913;SPC PA N     -   692,646.48  2,149,494.75   sFT  1.00002084   +0 26 27.4
 NB1913;UTM  18      - 4,659,175.139   327,626.779   MT  0.99996561   -1 23 46.4
 NB1913
 NB1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1913!SPC NY C     -   0.99992216  x   0.99995857  =   0.99988074
 NB1913!SPC PA N     -   0.99992216  x   1.00002084  =   0.99994300
 NB1913!UTM  18      -   0.99992216  x   0.99996561  =   0.99988778
 NB1913
 NB1913:                Primary Azimuth Mark                     Grid Az
 NB1913:SPC NY C     -  CATON AZ MK                              034 41 56.3
 NB1913:SPC PA N     -  CATON AZ MK                              033 55 22.6
 NB1913:UTM  18      -  CATON AZ MK                              035 45 36.4
 NB1913
 NB1913|---------------------------------------------------------------------|
 NB1913| PID    Reference Object                     Distance      Geod. Az  |
 NB1913|                                                           dddmmss.s |
 NB1913| DA1596 CATON AZ MK                                        0342150.0 |
 NB1913| DA1597 CATON RM 1                           17.288 METERS 03556     |
 NB1913| DA1598 CATON RM 2                           21.280 METERS 14942     |
 NB1913| NB1914 CATON 2                               2.890 METERS 30646     |
 NB1913|---------------------------------------------------------------------|
 NB1913
 NB1913                          SUPERSEDED SURVEY CONTROL
 NB1913
 NB1913  NAD 83(1986)-  42 03 56.65533(N)    077 05 00.44039(W) AD(       ) 1
 NB1913  NAD 27      -  42 03 56.39000(N)    077 05 01.54900(W) AD(       ) 1
 NB1913
 NB1913.Superseded values are not recommended for survey control.
 NB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1913.See file dsdata.txt to determine how the superseded data were derived.
 NB1913
 NB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2762759175(NAD 83)
 NB1913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1913
 NB1913  HISTORY     - Date     Condition        Report By
 NB1913  HISTORY     - 1939     MONUMENTED       CGS
 NB1913  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NB1913  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NB1913
 NB1913                          STATION DESCRIPTION
 NB1913
 NB1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1913'STATION CATON IS LOCATED IN STEUBEN COUNTY, ON THE WEST SIDE OF A
 NB1913'ROAD ALONG THE LINDLEY-CATON TOWNSHIP LINE, ON THE CROWN OF A
 NB1913'PROMINENT HILL.  ABOUT 3 MILES AIR LINE WEST-NORTHWEST OF THE
 NB1913'VILLAGE OF CATON AND 1.7 MILES AIR LINE SOUTHWEST OF THE VILLAGE
 NB1913'OF WEST CATON.  IT IS ON THE PROPERTY OF MR. DANIEL BRONSON,
 NB1913'ABOUT 250 YARDS NORTH OF HIS RESIDENCE.  IN THE NORTHEAST CORNER
 NB1913'OF AN OPEN FIELD, ABOUT 25 FEET WEST OF THE ROAD AND ABOUT 10 FEET
 NB1913'SOUTH OF A LANE LEADING WEST FROM THE ROAD.
 NB1913'
 NB1913'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1913'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 NB1913'11A RESPECTIVELY.
 NB1913'
 NB1913'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE NO. 13 AND 414
 NB1913'WHICH IS ABOUT 0.3 MILE WEST OF CATON, GO WEST ON ROUTE NO. 13 FOR
 NB1913'2.9 MILES TO A CHURCH ON THE NORTH SIDE OF THE ROAD AND A T-ROAD
 NB1913'NORTH.  TURN NORTH AND GO 0.3 MILE TO A BRIDGE AND FORKS.  TAKE
 NB1913'RIGHT FORK AND GO 0.1 MILE TO ANOTHER FORK.  TURN LEFT AND GO 1.9
 NB1913'MILES TO THE STATION ON THE WEST SIDE OF THE ROAD.
 NB1913'
 NB1913'A POST, PAINTED WHITE, 4 INCHES SQUARE AND 5 FEET LONG WAS
 NB1913'SET AT THE STATION.  IT HAS U.S. TRIANGULATION STAMPED ON IT
 NB1913'AND PROJECTS 2 FEET ABOVE THE GROUND.
 NB1913'
 NB1913'THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION ON THE
 NB1913'SOUTH SIDE OF THE ROAD IN AN EAST AND WEST FENCE LINE.
 NB1913'
 NB1913'THE UNITED STATES GEOLOGICAL SURVEY MARK WEST OF THE STATION
 NB1913'AND STATION FREEMAN ARE VISIBLE FROM 20 FEET ABOVE THE
 NB1913'GROUND.  STATIONS ELK, BALDWIN AND LYONS ARE GRAZING AND CORNING
 NB1913'SEES THROUGH THE TREE TOPS.  A 64-FOOT TOWER WOULD CLEAR TO
 NB1913'CORNING.
 NB1913'
 NB1913'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION JUST
 NB1913'WEST OF A NORTH-SOUTH FENCE LINE.
 NB1913'
 NB1913'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION JUST
 NB1913'WEST OF A NORTH-SOUTH FENCE LINE.
 NB1913'
 NB1913'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 NB1913
 NB1913                          STATION RECOVERY (1957)
 NB1913
 NB1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 NB1913'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NB1913'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NB1913'
 NB1913'THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE LANE MENTIONED HAS
 NB1913'DISAPPEARED AND ONLY THE FOUNDATION OF BRONSONS HOUSE REMAINS.
 NB1913
 NB1913                          STATION RECOVERY (1970)
 NB1913
 NB1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NB1913'STATION WAS RECOVERED, AND ONLY RM NO. 2 AND THE AZIMUTH MARK
 NB1913'FOUND IN GOOD CONDITION.  STATION MONUMENT WAS LEANING SLIGHTLY
 NB1913'AND RM NO. 1 TILTED SOUTHWARD SLIGHTLY.
 NB1913'
 NB1913'STATION MONUMENT WAS REMOVED AND THE UNDERGROUND MARK WAS
 NB1913'RECOVERED.  THE SURFACE MARK WAS FOUND TO HAVE BEEN OUT OF PLUMB
 NB1913'0.2 FOOT TO THE SOUTH-SOUTHWEST.
 NB1913'
 NB1913'STATION WAS IN THE WAY OF THE WIDENING OF A COUNTY ROAD, SO HAD
 NB1913'TO BE MOVED AT THE REQUEST OF ROAD OFFICIALS, SO CATON 2 WAS
 NB1913'ESTABLISHED A SHORT DISTANCE NORTHWEST OF ORIGINAL STATION.
 NB1913'
 NB1913'ALL MEASUREMENTS WERE MADE FROM THE OLD UNDERGROUND MARK.  AFTER
 NB1913'OBSERVATIONS WERE COMPLETED THE REFERENCE MARKS WERE REMOVED.  THE
 NB1913'OLD UNDERGROUND STATION MARK WAS LEFT IN PLACE, AND WILL BE ABOUT 2
 NB1913'FEET BENEATH SURFACE OF THE ROAD SHOULDER.
 NB1913'
 NB1913'FOR FURTHER INFORMATION SEE DESCRIPTION FOR CATON 2.
 NB1913'
 NB1913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1913'3 MILES WNW OF CATON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1914 ***********************************************************************
 NB1914  DESIGNATION -  CATON 2
 NB1914  PID         -  NB1914
 NB1914  STATE/COUNTY-  NY/STEUBEN
 NB1914  USGS QUAD   -  CATON (1976)
 NB1914
 NB1914                         *CURRENT SURVEY CONTROL
 NB1914  ___________________________________________________________________
 NB1914* NAD 83(1996)-  42 03 56.70729(N)    077 05 00.54660(W)     ADJUSTED  
 NB1914* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 NB1914  ___________________________________________________________________
 NB1914  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NB1914  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 NB1914
 NB1914  HORZ ORDER  -  THIRD
 NB1914
 NB1914.The horizontal coordinates were established by classical geodetic methods
 NB1914.and adjusted by the National Geodetic Survey in January 1999..
 NB1914.No horizontal observational check was made to the station.
 NB1914
 NB1914.The orthometric height was scaled from a topographic map.
 NB1914
 NB1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1914
 NB1914.The geoid height was determined by GEOID03.
 NB1914
 NB1914;                    North         East     Units Scale Factor Converg.
 NB1914;SPC NY C     -   229,517.890   208,607.258   MT  0.99995857   -0 20 06.4
 NB1914;SPC NY C     -   753,009.94    684,405.65   sFT  0.99995857   -0 20 06.4
 NB1914;UTM  18      - 4,659,176.924   327,624.507   MT  0.99996562   -1 23 46.5
 NB1914
 NB1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1914!SPC NY C     -   0.99992216  x   0.99995857  =   0.99988074
 NB1914!UTM  18      -   0.99992216  x   0.99996562  =   0.99988779
 NB1914
 NB1914|---------------------------------------------------------------------|
 NB1914| PID    Reference Object                     Distance      Geod. Az  |
 NB1914|                                                           dddmmss.s |
 NB1914| DA1599 CATON 2 RM 3                         32.717 METERS 02452     |
 NB1914| DA1596 CATON AZ MK                                        0343959.6 |
 NB1914| NB1913 CATON                                 2.890 METERS 12646     |
 NB1914| DA1600 CATON 2 RM 4                         24.800 METERS 14548     |
 NB1914|---------------------------------------------------------------------|
 NB1914
 NB1914                          SUPERSEDED SURVEY CONTROL
 NB1914
 NB1914  NAD 83(1986)-  42 03 56.71139(N)    077 05 00.54109(W) AD(       ) 3
 NB1914  NAD 27      -  42 03 56.44607(N)    077 05 01.64969(W) AD(       ) 3
 NB1914
 NB1914.Superseded values are not recommended for survey control.
 NB1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1914.See file dsdata.txt to determine how the superseded data were derived.
 NB1914
 NB1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2762559177(NAD 83)
 NB1914_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NB1914
 NB1914  HISTORY     - Date     Condition        Report By
 NB1914  HISTORY     - 1970     MONUMENTED       NGS
 NB1914  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1914
 NB1914                          STATION DESCRIPTION
 NB1914
 NB1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NB1914'STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF CATON AND 3
 NB1914'MILES NORTHEAST OF LINDLEY, ALONG THE WEST RIGHT-OF-WAY LINE OF
 NB1914'A COUNTY ROAD AND IN THE EAST END OF A WIDE HEDGE-ROW BETWEEN TWO
 NB1914'FIELDS.
 NB1914'
 NB1914'TO REACH STATION FROM THE POST OFFICE IN LINDLEY, GO NORTH ON
 NB1914'COUNTY ROAD 120 CROSSING BRIDGE AND GOING ALONG EAST SIDE OF RIVER,
 NB1914'FOR 1.2 MILES.  TAKE T-ROAD RIGHT, TANNERY CREEK ROAD, AND GO 1.6
 NB1914'MILES TO T-ROAD LEFT AT TOP OF HILL BY CHURCH.  GO LEFT, ON
 NB1914'GRISWOLD ROAD, FOR 0.45 MILE.  TAKE LEFT FORK, AFTER CROSSING
 NB1914'BRIDGE, AND GO UP HILL FOR 1.6 MILES TO STATION ON LEFT ON
 NB1914'SUMMIT OF HILL.
 NB1914'
 NB1914'STATION MARK IS A STANDARD DISK STAMPED CATON 2 1970, SET IN THE
 NB1914'TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 2 INCHES
 NB1914'FROM GROUND.  IT IS 25 FEET WEST OF CENTER LINE OF ROAD, SET IN
 NB1914'BRUSH OF HEDGE-ROW, 9 FEET WEST OF SHALLOW, ROADSIDE DITCH, AND
 NB1914'2 FEET NORTH OF A METAL WITNESS POST.
 NB1914'
 NB1914'UNDERGROUND MARK IS A STANDARD DISK STAMPED CATON 2 1970, SET
 NB1914'IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 NB1914'
 NB1914'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CATON 2
 NB1914'NO 3 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 NB1914'PROJECTING 1 INCH FROM GROUND.  IT IS 18 FEET EAST OF CENTER LINE
 NB1914'OF ROAD AND 38 FEET NORTH OF THE WEST END OF A BRUSH-ROW.
 NB1914'
 NB1914'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED CATON 2
 NB1914'NO 4 1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 NB1914'MONUMENT PROJECTING 1 INCH FROM GROUND.  IT IS 19 FEET EAST OF
 NB1914'CENTER LINE OF ROAD, 5 FEET EAST OF SHALLOW, ROAD-SIDE DITCH, AND
 NB1914'SET IN A TREE ROW.
 NB1914'
 NB1914'AZIMUTH MARK IS A STANDARD DISK STAMPED CATON 1939 1970, SET IN
 NB1914'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4
 NB1914'INCHES FROM GROUND.  IT IS LOCATED ALONG THE SOUTH SIDE OF A
 NB1914'NARROW ROAD, IN THE TREE AND BRUSH-COVERED AREA BETWEEN ROAD AND
 NB1914'OPEN FIELD, 12 FEET SOUTH OF CENTER LINE OF ROAD, 67 FEET EAST OF
 NB1914'CENTER OF A WIDE FIELD ENTRANCE IN THE TREE ROW, AND 2 FEET EAST
 NB1914'OF A METAL WITNESS POST.
 NB1914'
 NB1914'CATON 1939 IS A STANDARD DISK STAMPED CATON 1939, SET IN SMALL
 NB1914'MASS OF CONCRETE ABOUT 2 FEET BENEATH GROUND LEVEL OF ROAD
 NB1914'SHOULDER.  NOTE--THIS MARK IS THE OLD UNDERGROUND MARK, WHICH WAS
 NB1914'LEFT IN PLACE.
 NB1914
 NB1914                          STATION RECOVERY (1974)
 NB1914
 NB1914'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1914'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION IS
 NB1914'OPEN TO NORTH, EAST AND WEST, BUT SOUTH IS BLOCKED BY HEAVY
 NB1914'WOODS.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT CHECKED.
 NB1914'
 NB1914'STATION MARK IS A STANDARD DISK STAMPED CATON 2 1970, SET IN A
 NB1914'10-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS
 NB1914'2 FEET NORTH OF A METAL WITNESS POST, AND IN THE EAST END OF A
 NB1914'WIDE HEDGE ROW.
 NB1914'
 NB1914'RM NO. 3 IS A STANDARD DISK STAMPED CATON 2 NO 3 1970, SET IN A
 NB1914'10-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 2 INCHES.
 NB1914'
 NB1914'RM NO. 4 IS A STANDARD DISK STAMPED CATON 2 NO 4 1970, SET IN A
 NB1914'10-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS
 NB1914'SET IN A TREE ROW.
 NB1914'
 NB1914'AZIMUTH MARK IS A STANDARD DISK STAMPED CATON 1939 1970, SET IN
 NB1914'A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS ON
 NB1914'SOUTH SIDE OF DIRT ROAD, IN BRUSH-LINE, 12 FEET SOUTH OF CENTER
 NB1914'LINE OF ROAD, 67 FEET EAST OF CENTER OF FIELD ENTRANCE AND 2 FEET
 NB1914'EAST OF A METAL WITNESS POST.  TO REACH FROM STATION GO NORTH
 NB1914'0.25 MILE.  TAKE T-ROAD RIGHT AND GO EAST 0.15 MILE TO THE MARK
 NB1914'ON RIGHT.
 NB1914'
 NB1914'TO REACH STATION FROM THE POST OFFICE IN LINDLEY, GO NORTH ON
 NB1914'COUNTY RTE. 120, CROSSING BRIDGE AND ALONG EAST SIDE OF RIVER, FOR
 NB1914'1.2 MILES.  TAKE T-ROAD RIGHT, TANNERY CREEK ROAD, AND GO 1.6
 NB1914'MILES TO T-ROAD LEFT AT EAST LINDLEY.  GO LEFT ON GRISWOLD
 NB1914'RD. FOR 0.45 MILE TO FORK.  TAKE LEFT FORK AND GO NORTHERLY ON
 NB1914'SWARTHOUT RD. UPHILL FOR 1.6 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0767 ***********************************************************************
 MZ0767  DESIGNATION -  CATSKILL
 MZ0767  PID         -  MZ0767
 MZ0767  STATE/COUNTY-  NY/GREENE
 MZ0767  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0767
 MZ0767                         *CURRENT SURVEY CONTROL
 MZ0767  ___________________________________________________________________
 MZ0767* NAD 83(1986)-  42 13 02.     (N)    073 51 51.     (W)     SCALED    
 MZ0767* NAVD 88     -        14.081  (meters)      46.20   (feet)  ADJUSTED  
 MZ0767  ___________________________________________________________________
 MZ0767  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ0767  DYNAMIC HT  -          14.077 (meters)      46.18  (feet)  COMP
 MZ0767  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 MZ0767
 MZ0767  VERT ORDER  -  SECOND    CLASS 0
 MZ0767
 MZ0767.The horizontal coordinates were scaled from a topographic map and have
 MZ0767.an estimated accuracy of +/- 6 seconds.
 MZ0767
 MZ0767.The orthometric height was determined by differential leveling
 MZ0767.and adjusted by the National Geodetic Survey in June 1991..
 MZ0767
 MZ0767.The geoid height was determined by GEOID03.
 MZ0767
 MZ0767.The dynamic height is computed by dividing the NAVD 88
 MZ0767.geopotential number by the normal gravity value computed on the
 MZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0767.degrees latitude (g = 980.6199 gals.).
 MZ0767
 MZ0767.The modeled gravity was interpolated from observed gravity values.
 MZ0767
 MZ0767;                    North         East    Units  Estimated Accuracy
 MZ0767;SPC NY E     -   375,920.      202,500.      MT  (+/- 180 meters Scaled)
 MZ0767
 MZ0767                          SUPERSEDED SURVEY CONTROL
 MZ0767
 MZ0767  NGVD 29 (??/??/92)   14.321  (m)           46.98   (f) ADJ UNCH    2 0
 MZ0767
 MZ0767.Superseded values are not recommended for survey control.
 MZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0767.See file dsdata.txt to determine how the superseded data were derived.
 MZ0767
 MZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM937745(NAD 83)
 MZ0767_MARKER: DB = BENCH MARK DISK
 MZ0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0767_SP_SET: WALL
 MZ0767_STAMPING: CATSKILL 1935
 MZ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0767
 MZ0767  HISTORY     - Date     Condition        Report By
 MZ0767  HISTORY     - 1935     MONUMENTED       CGS
 MZ0767
 MZ0767                          STATION DESCRIPTION
 MZ0767
 MZ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0767'AT CATSKILL.
 MZ0767'AT CATSKILL, GREENE COUNTY, ON MAIN STREET, IN THE WALL OF THE COUNTY
 MZ0767'COURTHOUSE, 70 FEET EAST OF THE CENTERLINE OF MAIN STREET, 15 FEET
 MZ0767'SOUTH OF THE CENTER OF THE MAIN ENTRANCE, 12 FEET EAST OF THE
 MZ0767'SOUTHEAST CORNER, AND ABOUT 5 FEET ABOVE THE LAWN.  A STANDARD DISK,
 MZ0767'STAMPED CATSKILL 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2107 ***********************************************************************
 MZ2107  DESIGNATION -  CATSKILL ATLANTIC KNIT CO STK
 MZ2107  PID         -  MZ2107
 MZ2107  STATE/COUNTY-  NY/GREENE
 MZ2107  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2107
 MZ2107                         *CURRENT SURVEY CONTROL
 MZ2107  ___________________________________________________________________
 MZ2107* NAD 83(1996)-  42 12 46.82511(N)    073 51 57.42500(W)     ADJUSTED  
 MZ2107* NAVD 88     -                                                        
 MZ2107  ___________________________________________________________________
 MZ2107  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 MZ2107  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2107
 MZ2107  HORZ ORDER  -  THIRD
 MZ2107
 MZ2107.The horizontal coordinates were established by classical geodetic methods
 MZ2107.and adjusted by the National Geodetic Survey in January 1999..
 MZ2107
 MZ2107
 MZ2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2107
 MZ2107.The geoid height was determined by GEOID03.
 MZ2107
 MZ2107;                    North         East     Units Scale Factor Converg.
 MZ2107;SPC NY E     -   375,452.131   202,350.724   MT  0.99993371   +0 25 33.7
 MZ2107;SPC NY E     - 1,231,795.87    663,879.00   sFT  0.99993371   +0 25 33.7
 MZ2107;UTM  18      - 4,674,049.043   593,605.942   MT  0.99970781   +0 45 43.2
 MZ2107
 MZ2107                          SUPERSEDED SURVEY CONTROL
 MZ2107
 MZ2107  NAD 83(1996)-  42 12 46.82402(N)    073 51 57.42980(W) AD(       ) 4
 MZ2107  NAD 83(1996)-  42 12 46.82434(N)    073 51 57.42927(W) AD(       ) 4
 MZ2107  NAD 83(1992)-  42 12 46.82438(N)    073 51 57.42933(W) AD(       ) 4
 MZ2107  NAD 83(1992)-  42 12 46.82437(N)    073 51 57.42930(W) AD(       ) 4
 MZ2107  NAD 83(1986)-  42 12 46.82540(N)    073 51 57.42775(W) AD(       ) 4
 MZ2107  NAD 27      -  42 12 46.50500(N)    073 51 58.96000(W) AD(       ) 3
 MZ2107
 MZ2107.Superseded values are not recommended for survey control.
 MZ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2107.See file dsdata.txt to determine how the superseded data were derived.
 MZ2107
 MZ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9360674049(NAD 83)
 MZ2107
 MZ2107  HISTORY     - Date     Condition        Report By
 MZ2107  HISTORY     - 1934     MONUMENTED       CGS
 MZ2107
 MZ2107                          STATION DESCRIPTION
 MZ2107
 MZ2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2107'STACK OF ATLANTIC KNITTING COMPANY ON W MAIN STREET, CATSKILL, NEW
 MZ2107'YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2103 ***********************************************************************
 MZ2103  DESIGNATION -  CATSKILL GREENE CO CTHSE FLAG
 MZ2103  PID         -  MZ2103
 MZ2103  STATE/COUNTY-  NY/GREENE
 MZ2103  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2103
 MZ2103                         *CURRENT SURVEY CONTROL
 MZ2103  ___________________________________________________________________
 MZ2103* NAD 83(1996)-  42 13 02.69647(N)    073 51 51.52427(W)     ADJUSTED  
 MZ2103* NAVD 88     -                                                        
 MZ2103  ___________________________________________________________________
 MZ2103  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MZ2103  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2103
 MZ2103  HORZ ORDER  -  THIRD
 MZ2103
 MZ2103.The horizontal coordinates were established by classical geodetic methods
 MZ2103.and adjusted by the National Geodetic Survey in January 1999..
 MZ2103
 MZ2103
 MZ2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2103
 MZ2103.The geoid height was determined by GEOID03.
 MZ2103
 MZ2103;                    North         East     Units Scale Factor Converg.
 MZ2103;SPC NY E     -   375,942.801   202,482.407   MT  0.99993388   +0 25 37.8
 MZ2103;SPC NY E     - 1,233,405.67    664,311.03   sFT  0.99993388   +0 25 37.8
 MZ2103;UTM  18      - 4,674,540.366   593,734.716   MT  0.99970811   +0 45 47.4
 MZ2103
 MZ2103                          SUPERSEDED SURVEY CONTROL
 MZ2103
 MZ2103  NAD 83(1996)-  42 13 02.69557(N)    073 51 51.52908(W) AD(       ) 4
 MZ2103  NAD 83(1996)-  42 13 02.69589(N)    073 51 51.52853(W) AD(       ) 4
 MZ2103  NAD 83(1992)-  42 13 02.69593(N)    073 51 51.52859(W) AD(       ) 4
 MZ2103  NAD 83(1992)-  42 13 02.69592(N)    073 51 51.52856(W) AD(       ) 4
 MZ2103  NAD 83(1986)-  42 13 02.69708(N)    073 51 51.52688(W) AD(       ) 4
 MZ2103  NAD 27      -  42 13 02.37900(N)    073 51 53.06000(W) AD(       ) 3
 MZ2103
 MZ2103.Superseded values are not recommended for survey control.
 MZ2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2103.See file dsdata.txt to determine how the superseded data were derived.
 MZ2103
 MZ2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9373574540(NAD 83)
 MZ2103
 MZ2103  HISTORY     - Date     Condition        Report By
 MZ2103  HISTORY     - 1934     MONUMENTED       CGS
 MZ2103
 MZ2103                          STATION DESCRIPTION
 MZ2103
 MZ2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2103'FLAGSTAFF ON DOME OF GREENE COUNTY COURTHOUSE AT CORNER OF MAIN
 MZ2103'AND BRIDGE STREETS, CATSKILL, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2119 ***********************************************************************
 MZ2119  DESIGNATION -  CATSKILL NY CENTRAL RR TANK
 MZ2119  PID         -  MZ2119
 MZ2119  STATE/COUNTY-  NY/GREENE
 MZ2119  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2119
 MZ2119                         *CURRENT SURVEY CONTROL
 MZ2119  ___________________________________________________________________
 MZ2119* NAD 83(1996)-  42 13 19.10998(N)    073 52 22.98018(W)     ADJUSTED  
 MZ2119* NAVD 88     -                                                        
 MZ2119  ___________________________________________________________________
 MZ2119  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 MZ2119  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2119
 MZ2119  HORZ ORDER  -  THIRD
 MZ2119
 MZ2119.The horizontal coordinates were established by classical geodetic methods
 MZ2119.and adjusted by the National Geodetic Survey in January 1999..
 MZ2119
 MZ2119
 MZ2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2119
 MZ2119.The geoid height was determined by GEOID03.
 MZ2119
 MZ2119;                    North         East     Units Scale Factor Converg.
 MZ2119;SPC NY E     -   376,443.849   201,757.291   MT  0.99993295   +0 25 16.8
 MZ2119;SPC NY E     - 1,235,049.53    661,932.05   sFT  0.99993295   +0 25 16.8
 MZ2119;UTM  18      - 4,675,037.040   593,006.839   MT  0.99970643   +0 45 26.5
 MZ2119
 MZ2119                          SUPERSEDED SURVEY CONTROL
 MZ2119
 MZ2119  NAD 83(1996)-  42 13 19.10919(N)    073 52 22.98539(W) AD(       ) 4
 MZ2119  NAD 83(1996)-  42 13 19.10952(N)    073 52 22.98482(W) AD(       ) 4
 MZ2119  NAD 83(1992)-  42 13 19.10957(N)    073 52 22.98491(W) AD(       ) 4
 MZ2119  NAD 83(1992)-  42 13 19.10956(N)    073 52 22.98487(W) AD(       ) 4
 MZ2119  NAD 83(1986)-  42 13 19.11096(N)    073 52 22.98342(W) AD(       ) 4
 MZ2119  NAD 27      -  42 13 18.79000(N)    073 52 24.52000(W) AD(       ) 3
 MZ2119
 MZ2119.Superseded values are not recommended for survey control.
 MZ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2119.See file dsdata.txt to determine how the superseded data were derived.
 MZ2119
 MZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9300775037(NAD 83)
 MZ2119
 MZ2119  HISTORY     - Date     Condition        Report By
 MZ2119  HISTORY     - 1934     MONUMENTED       CGS
 MZ2119
 MZ2119                          STATION DESCRIPTION
 MZ2119
 MZ2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2119'STATION IS SHORT SPIRE ON RAILROAD WATER TANK, 100 YARDS N OF
 MZ2119'NEW YORK CENTRAL RAILROAD STATION IN CATSKILL, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2115 ***********************************************************************
 MZ2115  DESIGNATION -  CATSKILL POINT
 MZ2115  PID         -  MZ2115
 MZ2115  STATE/COUNTY-  NY/GREENE
 MZ2115  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2115
 MZ2115                         *CURRENT SURVEY CONTROL
 MZ2115  ___________________________________________________________________
 MZ2115* NAD 83(1996)-  42 12 32.05771(N)    073 51 11.58113(W)     ADJUSTED  
 MZ2115* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2115  ___________________________________________________________________
 MZ2115  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MZ2115  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2115
 MZ2115  HORZ ORDER  -  THIRD
 MZ2115
 MZ2115.The horizontal coordinates were established by classical geodetic methods
 MZ2115.and adjusted by the National Geodetic Survey in January 1999..
 MZ2115
 MZ2115.The orthometric height was scaled from a topographic map.
 MZ2115
 MZ2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2115
 MZ2115.The geoid height was determined by GEOID03.
 MZ2115
 MZ2115;                    North         East     Units Scale Factor Converg.
 MZ2115;SPC NY E     -   375,004.424   203,405.611   MT  0.99993508   +0 26 04.4
 MZ2115;SPC NY E     - 1,230,327.01    667,339.91   sFT  0.99993508   +0 26 04.4
 MZ2115;UTM  18      - 4,673,607.630   594,663.198   MT  0.99971026   +0 46 13.8
 MZ2115
 MZ2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2115!SPC NY E     -   1.00000498  x   0.99993508  =   0.99994006
 MZ2115!UTM  18      -   1.00000498  x   0.99971026  =   0.99971524
 MZ2115
 MZ2115:                Primary Azimuth Mark                     Grid Az
 MZ2115:SPC NY E     -  GREENDALE RED BARN CUPOLA                079 28 05.9
 MZ2115:UTM  18      -  GREENDALE RED BARN CUPOLA                079 07 56.5
 MZ2115
 MZ2115|---------------------------------------------------------------------|
 MZ2115| PID    Reference Object                     Distance      Geod. Az  |
 MZ2115|                                                           dddmmss.s |
 MZ2115| MZ2118 GREENDALE RED BARN CUPOLA           APPROX. 0.9 KM 0795410.3 |
 MZ2115| DA3206 CATSKILL POINT RM 1                   7.855 METERS 18939     |
 MZ2115| MZ2091 ST ANTHONY                          APPROX. 0.8 KM 3250445.6 |
 MZ2115| DA3207 CATSKILL POINT RM 2                   8.479 METERS 32650     |
 MZ2115|---------------------------------------------------------------------|
 MZ2115
 MZ2115                          SUPERSEDED SURVEY CONTROL
 MZ2115
 MZ2115  NAD 83(1996)-  42 12 32.05660(N)    073 51 11.58541(W) AD(       ) 3
 MZ2115  NAD 83(1996)-  42 12 32.05690(N)    073 51 11.58490(W) AD(       ) 3
 MZ2115  NAD 83(1992)-  42 12 32.05694(N)    073 51 11.58493(W) AD(       ) 3
 MZ2115  NAD 83(1992)-  42 12 32.05693(N)    073 51 11.58491(W) AD(       ) 3
 MZ2115  NAD 83(1986)-  42 12 32.05767(N)    073 51 11.58295(W) AD(       ) 3
 MZ2115  NAD 27      -  42 12 31.73900(N)    073 51 13.11800(W) AD(       ) 3
 MZ2115
 MZ2115.Superseded values are not recommended for survey control.
 MZ2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2115.See file dsdata.txt to determine how the superseded data were derived.
 MZ2115
 MZ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9466373608(NAD 83)
 MZ2115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2115
 MZ2115  HISTORY     - Date     Condition        Report By
 MZ2115  HISTORY     - 1934     MONUMENTED       CGS
 MZ2115  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2115  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MZ2115  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2115
 MZ2115                          STATION DESCRIPTION
 MZ2115
 MZ2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2115'ON W SHORE OF HUDSON RIVER AT MOUTH OF CATSKILL CREEK.  STATION
 MZ2115'ON POINT N OF MOUTH OF CREEK, 23 FEET S CONCRETE PAVED WHARF, 47
 MZ2115'FEET W OF SHORE LINE OF RIVER AND 59 FEET N OF SHORE LINE OF CREEK.
 MZ2115'
 MZ2115'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 MZ2115'DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 11A AND 11C.
 MZ2115'
 MZ2115'REFERENCE MARK NO.1 IS 25 FEET S OF STATION.  REFERENCE MARK
 MZ2115'NO.2 IS 27 FEET NW OF STATION AND IN EDGE OF CONCRETE PAVEMENT.
 MZ2115
 MZ2115                          STATION RECOVERY (1935)
 MZ2115
 MZ2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2115'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL
 MZ2115'MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO SUPPLEMENT DESCRIPTION
 MZ2115'AND TO ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2115
 MZ2115                          STATION RECOVERY (1971)
 MZ2115
 MZ2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MZ2115'ONLY RM NO.2 WAS RECOVERED.  STATION MARK AND RM NO.1 ARE
 MZ2115'BELIEVED TO BE DESTROYED.  THE AREA HAS BEEN GRADED.  THE OLD
 MZ2115'WHARF IS GONE, AND ROAD EQUIPMENT IS STORED HERE BY THE GREENE
 MZ2115'COUNTY ROAD DEPARTMENT.
 MZ2115'
 MZ2115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2115'AT SOUTH END OF CATSKILL.
 MZ2115
 MZ2115                          STATION RECOVERY (1975)
 MZ2115
 MZ2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MZ2115'STATION NOT RECOVERED.  REFERENCE MARK NO.2 RECOVERED IN GOOD
 MZ2115'CONDITION.  THE STATION IS UNDER ABOUT THREE FEET OF FILL
 MZ2115'ACCORDING TO THE DEPT. OF TRANSPORTATION, GREENE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2112 ***********************************************************************
 MZ2112  DESIGNATION -  CATSKILL ST ANTHONY ACAD CROSS
 MZ2112  PID         -  MZ2112
 MZ2112  STATE/COUNTY-  NY/GREENE
 MZ2112  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2112
 MZ2112                         *CURRENT SURVEY CONTROL
 MZ2112  ___________________________________________________________________
 MZ2112* NAD 83(1996)-  42 12 54.31786(N)    073 51 32.01008(W)     ADJUSTED  
 MZ2112* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 MZ2112  ___________________________________________________________________
 MZ2112  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 MZ2112  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2112
 MZ2112  HORZ ORDER  -  THIRD
 MZ2112
 MZ2112.The horizontal coordinates were established by classical geodetic methods
 MZ2112.and adjusted by the National Geodetic Survey in January 1999..
 MZ2112
 MZ2112.The orthometric height was scaled from a topographic map.
 MZ2112
 MZ2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2112
 MZ2112.The geoid height was determined by GEOID03.
 MZ2112
 MZ2112;                    North         East     Units Scale Factor Converg.
 MZ2112;SPC NY E     -   375,687.655   202,931.878   MT  0.99993446   +0 25 50.8
 MZ2112;SPC NY E     - 1,232,568.58    665,785.67   sFT  0.99993446   +0 25 50.8
 MZ2112;UTM  18      - 4,674,287.917   594,185.574   MT  0.99970915   +0 46 00.4
 MZ2112
 MZ2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2112!SPC NY E     -   0.99999871  x   0.99993446  =   0.99993317
 MZ2112!UTM  18      -   0.99999871  x   0.99970915  =   0.99970786
 MZ2112
 MZ2112                          SUPERSEDED SURVEY CONTROL
 MZ2112
 MZ2112  NAD 83(1996)-  42 12 54.31690(N)    073 51 32.01463(W) AD(       ) 3
 MZ2112  NAD 83(1996)-  42 12 54.31720(N)    073 51 32.01409(W) AD(       ) 3
 MZ2112  NAD 83(1992)-  42 12 54.31725(N)    073 51 32.01414(W) AD(       ) 3
 MZ2112  NAD 83(1992)-  42 12 54.31724(N)    073 51 32.01411(W) AD(       ) 3
 MZ2112  NAD 83(1986)-  42 12 54.31823(N)    073 51 32.01229(W) AD(       ) 3
 MZ2112  NAD 27      -  42 12 54.00000(N)    073 51 33.55000(W) AD(       ) 3
 MZ2112
 MZ2112.Superseded values are not recommended for survey control.
 MZ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2112.See file dsdata.txt to determine how the superseded data were derived.
 MZ2112
 MZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9418674288(NAD 83)
 MZ2112
 MZ2112  HISTORY     - Date     Condition        Report By
 MZ2112  HISTORY     - 1934     MONUMENTED       CGS
 MZ2112
 MZ2112                          STATION DESCRIPTION
 MZ2112
 MZ2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2112'STATION IS CROSS ON SAINT ANTHONY ACADEMY IN CATSKILL,
 MZ2112'NEW YORK.  CROSS IS MADE OF WOOD, ABOUT 20 FEET HIGH ON TOP OF
 MZ2112'PARAPET OVER CENTER OF NE FRONT OF BUILDING.  STATION IS 57.11
 MZ2112'FEET FROM MAIN SCHEME STATION SAINT ANTHONY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2108 ***********************************************************************
 MZ2108  DESIGNATION -  CATSKILL STATE ARMORY FLAGPOLE
 MZ2108  PID         -  MZ2108
 MZ2108  STATE/COUNTY-  NY/GREENE
 MZ2108  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2108
 MZ2108                         *CURRENT SURVEY CONTROL
 MZ2108  ___________________________________________________________________
 MZ2108* NAD 83(1996)-  42 13 00.73810(N)    073 51 57.28205(W)     ADJUSTED  
 MZ2108* NAVD 88     -                                                        
 MZ2108  ___________________________________________________________________
 MZ2108  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 MZ2108  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2108
 MZ2108  HORZ ORDER  -  THIRD
 MZ2108
 MZ2108.The horizontal coordinates were established by classical geodetic methods
 MZ2108.and adjusted by the National Geodetic Survey in January 1999..
 MZ2108
 MZ2108
 MZ2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2108
 MZ2108.The geoid height was determined by GEOID03.
 MZ2108
 MZ2108;                    North         East     Units Scale Factor Converg.
 MZ2108;SPC NY E     -   375,881.398   202,350.811   MT  0.99993371   +0 25 33.9
 MZ2108;SPC NY E     - 1,233,204.22    663,879.29   sFT  0.99993371   +0 25 33.9
 MZ2108;UTM  18      - 4,674,478.207   593,603.512   MT  0.99970780   +0 45 43.5
 MZ2108
 MZ2108                          SUPERSEDED SURVEY CONTROL
 MZ2108
 MZ2108  NAD 83(1996)-  42 13 00.73717(N)    073 51 57.28691(W) AD(       ) 4
 MZ2108  NAD 83(1996)-  42 13 00.73748(N)    073 51 57.28636(W) AD(       ) 4
 MZ2108  NAD 83(1992)-  42 13 00.73753(N)    073 51 57.28643(W) AD(       ) 4
 MZ2108  NAD 83(1992)-  42 13 00.73752(N)    073 51 57.28640(W) AD(       ) 4
 MZ2108  NAD 83(1986)-  42 13 00.73867(N)    073 51 57.28478(W) AD(       ) 4
 MZ2108  NAD 27      -  42 13 00.42000(N)    073 51 58.81900(W) AD(       ) 3
 MZ2108
 MZ2108.Superseded values are not recommended for survey control.
 MZ2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2108.See file dsdata.txt to determine how the superseded data were derived.
 MZ2108
 MZ2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9360474478(NAD 83)
 MZ2108
 MZ2108  HISTORY     - Date     Condition        Report By
 MZ2108  HISTORY     - 1934     MONUMENTED       CGS
 MZ2108
 MZ2108                          STATION DESCRIPTION
 MZ2108
 MZ2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2108'STATION IS FLAGSTAFF ON STATE ARMORY E WATER STREET, CATSKILL, NEW
 MZ2108'YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2114 ***********************************************************************
 MZ2114  DESIGNATION -  CATSKILL WEST FLATS LIGHT
 MZ2114  PID         -  MZ2114
 MZ2114  STATE/COUNTY-  NY/GREENE
 MZ2114  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2114
 MZ2114                         *CURRENT SURVEY CONTROL
 MZ2114  ___________________________________________________________________
 MZ2114* NAD 83(1996)-  42 12 52.87709(N)    073 51 16.74733(W)     ADJUSTED  
 MZ2114* NAVD 88     -                                                        
 MZ2114  ___________________________________________________________________
 MZ2114  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MZ2114  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MZ2114
 MZ2114  HORZ ORDER  -  THIRD
 MZ2114
 MZ2114.The horizontal coordinates were established by classical geodetic methods
 MZ2114.and adjusted by the National Geodetic Survey in January 1999..
 MZ2114
 MZ2114
 MZ2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2114
 MZ2114.The geoid height was determined by GEOID03.
 MZ2114
 MZ2114;                    North         East     Units Scale Factor Converg.
 MZ2114;SPC NY E     -   375,645.845   203,282.255   MT  0.99993492   +0 26 01.1
 MZ2114;SPC NY E     - 1,232,431.41    666,935.20   sFT  0.99993492   +0 26 01.1
 MZ2114;UTM  18      - 4,674,248.172   594,536.111   MT  0.99970996   +0 46 10.7
 MZ2114
 MZ2114                          SUPERSEDED SURVEY CONTROL
 MZ2114
 MZ2114  NAD 83(1996)-  42 12 52.87615(N)    073 51 16.75179(W) AD(       ) 4
 MZ2114  NAD 83(1996)-  42 12 52.87644(N)    073 51 16.75124(W) AD(       ) 4
 MZ2114  NAD 83(1992)-  42 12 52.87650(N)    073 51 16.75129(W) AD(       ) 4
 MZ2114  NAD 83(1992)-  42 12 52.87648(N)    073 51 16.75127(W) AD(       ) 4
 MZ2114  NAD 83(1986)-  42 12 52.87744(N)    073 51 16.74926(W) AD(       ) 4
 MZ2114  NAD 27      -  42 12 52.55900(N)    073 51 18.28500(W) AD(       ) 3
 MZ2114
 MZ2114.Superseded values are not recommended for survey control.
 MZ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2114.See file dsdata.txt to determine how the superseded data were derived.
 MZ2114
 MZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9453674248(NAD 83)
 MZ2114
 MZ2114  HISTORY     - Date     Condition        Report By
 MZ2114  HISTORY     - 1934     MONUMENTED       CGS
 MZ2114  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2114
 MZ2114                          STATION DESCRIPTION
 MZ2114
 MZ2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2114'ON W SIDE OF CHANNEL, 1/3 MILE ABOVE ENTRANCE TO CATSKILL
 MZ2114'CREEK.  GREEN FLASHING LIGHT ON BLACK PYRAMIDAL SKELETON TOWER,
 MZ2114'AND WHITE TANK-HOUSE.
 MZ2114
 MZ2114                          STATION RECOVERY (1935)
 MZ2114
 MZ2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2114'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2036 ***********************************************************************
 PH2036  DESIGNATION -  CATTAIL
 PH2036  PID         -  PH2036
 PH2036  STATE/COUNTY-  NY/JEFFERSON
 PH2036  USGS QUAD   -  DEFERIET (1982)
 PH2036
 PH2036                         *CURRENT SURVEY CONTROL
 PH2036  ___________________________________________________________________
 PH2036* NAD 83(1996)-  44 07 29.70947(N)    075 39 16.18980(W)     ADJUSTED  
 PH2036* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 PH2036  ___________________________________________________________________
 PH2036  LAPLACE CORR-           9.18  (seconds)                    DEFLEC99
 PH2036  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 PH2036
 PH2036  HORZ ORDER  -  FIRST
 PH2036
 PH2036.The horizontal coordinates were established by classical geodetic methods
 PH2036.and adjusted by the National Geodetic Survey in January 1999..
 PH2036
 PH2036.The orthometric height was scaled from a topographic map.
 PH2036
 PH2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2036
 PH2036.The geoid height was determined by GEOID03.
 PH2036
 PH2036;                    North         East     Units Scale Factor Converg.
 PH2036;SPC NY C     -   458,564.449   324,337.386   MT  1.00000544   +0 38 48.2
 PH2036;SPC NY C     - 1,504,473.53  1,064,096.91   sFT  1.00000544   +0 38 48.2
 PH2036;UTM  18      - 4,885,955.734   447,636.457   MT  0.99963372   -0 27 20.5
 PH2036
 PH2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2036!SPC NY C     -   0.99997549  x   1.00000544  =   0.99998093
 PH2036!UTM  18      -   0.99997549  x   0.99963372  =   0.99960922
 PH2036
 PH2036:                Primary Azimuth Mark                     Grid Az
 PH2036:SPC NY C     -  ANTWERP ST MICHAELS CATH CH              024 24 15.4
 PH2036:UTM  18      -  ANTWERP ST MICHAELS CATH CH              025 30 24.1
 PH2036
 PH2036|---------------------------------------------------------------------|
 PH2036| PID    Reference Object                     Distance      Geod. Az  |
 PH2036|                                                           dddmmss.s |
 PH2036| PH2027 ANTWERP ST MICHAELS CATH CH         APPROX. 9.2 KM 0250303.6 |
 PH2036| PH2025 ANTWERP WEST STANDPIPE              APPROX. 9.4 KM 0253405.1 |
 PH2036| CZ7638 CATTAIL AZ MK                                      0273841.9 |
 PH2036| CZ7639 CATTAIL RM 1                         22.550 METERS 13024     |
 PH2036| PH2034 PINE CAMP NATIONAL GUARD TANK       APPROX.10.6 KM 2150529.4 |
 PH2036| CZ7640 CATTAIL RM 2                         32.361 METERS 24137     |
 PH2036|---------------------------------------------------------------------|
 PH2036
 PH2036                          SUPERSEDED SURVEY CONTROL
 PH2036
 PH2036  NAD 83(1986)-  44 07 29.71550(N)    075 39 16.18922(W) AD(       ) 1
 PH2036  NAD 27      -  44 07 29.49200(N)    075 39 17.45600(W) AD(       ) 1
 PH2036
 PH2036.Superseded values are not recommended for survey control.
 PH2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2036.See file dsdata.txt to determine how the superseded data were derived.
 PH2036
 PH2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP4763685956(NAD 83)
 PH2036
 PH2036  HISTORY     - Date     Condition        Report By
 PH2036  HISTORY     - 1942     MONUMENTED       CGS
 PH2036  HISTORY     - 1954     SEE DESCRIPTION  AMS
 PH2036
 PH2036                          STATION DESCRIPTION
 PH2036
 PH2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH2036'STATION IS ABOUT 12 MILES N BY W OF CARTHAGE, 8.5 MILES NE OF
 PH2036'THE PINE CAMP BARRACKS ON THE PINE CAMP MILITARY
 PH2036'RESERVATION.  IT IS ABOUT 0.15 MILE SW OF A DESERTED FARMHOUSE,
 PH2036'ON HIGH GROUND ON THE NE END OF A WOODED RIDGE.  IT IS ABOUT
 PH2036'18 FEET W OF A WHITE REFERENCE POST, IS STAMPED CATTAIL 1942
 PH2036'AND IS ABOUT 12 INCHES BENEATH THE SURFACE OF THE GROUND.
 PH2036'
 PH2036'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 PH2036'OUTCROPPING BEDROCK.
 PH2036'
 PH2036'REFERENCE MARK NO.1 IS SE OF THE STATION AND ABOUT 8 FEET
 PH2036'LOWER.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN A 4- BY
 PH2036'4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET.  IT IS STAMPED
 PH2036'CATTAIL NO.1 1942.
 PH2036'
 PH2036'REFERENCE MARK NO.2 IS WSW OF THE STATION AND IS ABOUT LEVEL
 PH2036'WITH THE STATION.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN
 PH2036'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED
 PH2036'CATTAIL NO.2 1942.
 PH2036'
 PH2036'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 PH2036'NOTE 11A.  IT IS ABOUT 0.25 MILE NNE OF THE STATION, 15 FEET S
 PH2036'OF THE CENTER LINE OF AN E-W PAVED ROAD AND 2 FEET E OF A WHITE
 PH2036'REFERENCE POST.  IT IS STAMPED CATTAIL 1942 AND PROJECTS 2 INCHES.
 PH2036'
 PH2036'TO REACH THE STATION FROM CARTHAGE, GO N ON NEW YORK HIGHWAYS
 PH2036'3 AND 26 FOR 4.7 MILES AND TAKE LEFT FORK HIGHWAY 26.  GO 6.6
 PH2036'MILES AND TAKE A RIGHT FORK, NW, ON A T-ROAD.  GO 1.3 MILES AND
 PH2036'TURN LEFT, OFF THE PAVED ROAD (TO REACH THE AZIMUTH MARK
 PH2036'CONTINUE ON THE PAVEMENT FOR 0.2 MILE TO THE MARK ON THE LEFT
 PH2036'SIDE OF THE ROAD).  GO 0.15 MILE TO SOME FARM BUILDINGS AND PASS
 PH2036'BETWEEN THE HOUSE AND THE BARN.  THEN FOLLOW THE TRACK ROADS
 PH2036'NORTHEASTERLY ACROSS THE PASTURE AND UP THE HILLSIDE TO ITS
 PH2036'SUMMIT AND THE STATION.
 PH2036'
 PH2036'A 100-FOOT SIGNAL AT BLACK IS VISIBLE AT 90 FEET.  90-FOOT
 PH2036'SIGNALS AT INDIAN AND JEFFLEW ARE VISIBLE AT 77 FEET.  77-FOOT
 PH2036'SIGNALS AT ROCKWELL AND PINE CAMP ARE VISIBLE AT 77 FEET.  A
 PH2036'64-FOOT SIGNAL AT MOUND IS VISIBLE AT 90 FEET.  A 55-FOOT
 PH2036'SIGNAL AT OP-15 IS VISIBLE AT 90 FEET.
 PH2036'
 PH2036'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH2036
 PH2036                          STATION RECOVERY (1954)
 PH2036
 PH2036'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 PH2036'REVISION AND DELETION OF INFORMATION ON DESCRIPTION OF
 PH2036'STATION.  STATION IS SET IN BEDROCK NOT OUTCROPPING ROCK.
 PH2036'
 PH2036'FARM BUILDINGS MENTIONED IN DESCRIPTION NO LONGER EXIST.  ALL
 PH2036'DESCRIPTIVE DATA READING TO 0.15 MILES TO SOME FARM BUILDINGS
 PH2036'SHOULD BE DELETED AND THE FOLLOWING DATA SUBSTITUTED.
 PH2036'
 PH2036'GO 0.15 MILES TO TRAIL ROAD TO RIGHT, TURN RIGHT AND CONTINUE
 PH2036'FOR 0.05 MILES TO HIGHEST POINT AND STATION.
 PH2036'
 PH2036'ALL REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1701 ***********************************************************************
 NC1701  DESIGNATION -  CATTARAUGUS CK ENT LT
 NC1701  PID         -  NC1701
 NC1701  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1701  USGS QUAD   -  SILVER CREEK (1960)
 NC1701
 NC1701                         *CURRENT SURVEY CONTROL
 NC1701  ___________________________________________________________________
 NC1701* NAD 83(1996)-  42 34 06.69115(N)    079 08 10.57963(W)     ADJUSTED  
 NC1701* NAVD 88     -                                                        
 NC1701  ___________________________________________________________________
 NC1701  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 NC1701  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NC1701
 NC1701  HORZ ORDER  -  THIRD
 NC1701
 NC1701.The horizontal coordinates were established by classical geodetic methods
 NC1701.and adjusted by the National Geodetic Survey in January 1999..
 NC1701
 NC1701
 NC1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1701
 NC1701.The geoid height was determined by GEOID03.
 NC1701
 NC1701;                    North         East     Units Scale Factor Converg.
 NC1701;SPC NY W     -   285,389.326   304,601.416   MT  0.99996285   -0 22 26.6
 NC1701;SPC NY W     -   936,314.81    999,346.48   sFT  0.99996285   -0 22 26.6
 NC1701;UTM  17      - 4,714,585.400   652,970.325   MT  0.99988790   +1 15 39.6
 NC1701
 NC1701                          SUPERSEDED SURVEY CONTROL
 NC1701
 NC1701  NAD 83(1986)-  42 34 06.69460(N)    079 08 10.57141(W) AD(       ) 4
 NC1701  NAD 27      -  42 34 06.48560(N)    079 08 11.43618(W) AD(       ) 3
 NC1701
 NC1701.Superseded values are not recommended for survey control.
 NC1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1701.See file dsdata.txt to determine how the superseded data were derived.
 NC1701
 NC1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5297014585(NAD 83)
 NC1701_MARKER: 14 = NAVIGATION LIGHT
 NC1701
 NC1701  HISTORY     - Date     Condition        Report By
 NC1701  HISTORY     - 1972     FIRST OBSERVED   USLS
 NC1701  HISTORY     - 19951022 GOOD             USPSQD
 NC1701
 NC1701                          STATION DESCRIPTION
 NC1701
 NC1701'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9615 ***********************************************************************
 AA9615  DESIGNATION -  CAUM
 AA9615  PID         -  AA9615
 AA9615  STATE/COUNTY-  NY/SUFFOLK
 AA9615  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9615
 AA9615                         *CURRENT SURVEY CONTROL
 AA9615  ___________________________________________________________________
 AA9615* NAD 83(1996)-  40 56 10.74164(N)    073 27 13.99685(W)     ADJUSTED  
 AA9615* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AA9615  ___________________________________________________________________
 AA9615  X           -   1,374,155.637 (meters)                     COMP
 AA9615  Y           -  -4,625,398.640 (meters)                     COMP
 AA9615  Z           -   4,157,064.543 (meters)                     COMP
 AA9615  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AA9615  ELLIP HEIGHT-         -28.43  (meters)          (12/03/02) GPS OBS
 AA9615  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AA9615
 AA9615  HORZ ORDER  -  THIRD
 AA9615  ELLP ORDER  -  FIFTH     CLASS I
 AA9615
 AA9615.The horizontal coordinates were established by GPS observations
 AA9615.and adjusted by the National Geodetic Survey in January 1999..
 AA9615
 AA9615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9615
 AA9615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9615
 AA9615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9615
 AA9615.The ellipsoidal height was determined by GPS observations
 AA9615.and is referenced to NAD 83.
 AA9615
 AA9615.The geoid height was determined by GEOID03.
 AA9615
 AA9615;                    North         East     Units Scale Factor Converg.
 AA9615;SPC NY L     -    85,610.747   345,990.948   MT  0.99999603   +0 21 25.9
 AA9615;SPC NY L     -   280,874.59  1,135,138.64   sFT  0.99999603   +0 21 25.9
 AA9615;UTM  18      - 4,532,838.503   630,157.725   MT  0.99980851   +1 00 47.5
 AA9615
 AA9615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9615!SPC NY L     -   1.00000446  x   0.99999603  =   1.00000049
 AA9615!UTM  18      -   1.00000446  x   0.99980851  =   0.99981297
 AA9615
 AA9615                          SUPERSEDED SURVEY CONTROL
 AA9615
 AA9615  ELLIP H (01/11/99)  -28.39   (m)                       GP(       ) 4 1
 AA9615  NAD 83(1996)-  40 56 10.74377(N)    073 27 13.99621(W) AD(       ) 3
 AA9615  NAD 83(1986)-  40 56 10.74585(N)    073 27 13.99686(W) AD(       ) 3
 AA9615  NGVD 29 (09/19/96)    2.4    (m)            8.     (f) GPS OBS        
 AA9615
 AA9615.Superseded values are not recommended for survey control.
 AA9615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9615.See file dsdata.txt to determine how the superseded data were derived.
 AA9615
 AA9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3015832839(NAD 83)
 AA9615_MARKER: DD = SURVEY DISK
 AA9615_SETTING: 80 = SET IN A BOULDER
 AA9615_STAMPING: CAUM 1990
 AA9615_MARK LOGO: NOS   
 AA9615_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9615+STABILITY: SURFACE MOTION
 AA9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9615+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9615
 AA9615  HISTORY     - Date     Condition        Report By
 AA9615  HISTORY     - 1990     MONUMENTED       NOS
 AA9615
 AA9615                          STATION DESCRIPTION
 AA9615
 AA9615'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9615'THE STATION IS LOCATED ON LONG ISLAND ALONG THE SOUTH SHORE OF LONG
 AA9615'ISLAND SOUND ABOUT 4.2 NAUTICAL MILES NORTH OF THE TOWN OF HUNTINGTON
 AA9615'ON THE NORTH SHORE OF LLOYD NECK AT A POINT NEARLY EQUIDISTANT BETWEEN
 AA9615'LLOYD NECK AND EAST FORT POINT NEAR THE EASTERN BOUNDARY OF CAUMSETT
 AA9615'STATE PARK.  TO REACH THE STATION FROM THE JUNCTION OF N.Y. HWY 110
 AA9615'(NEW YORK AVENUE) AND N.Y. HWY 25A (MAIN STREET) IN HUNTINGTON, NEW
 AA9615'YORK, PROCEED WEST ON N.Y. HWY 25A (MAIN STREET) FOR 0.4 KM (0.25 MI)
 AA9615'TO WEST NECK ROAD ON THE RIGHT, TURN RIGHT ONTO WEST NECK ROAD AND GO
 AA9615'5.15 KM (3.20 MI) TO THE SEMINARY OF THE IMMACULATE CONCEPTION ON THE
 AA9615'RIGHT, CONTINUE AHEAD ON WEST NECK ROAD FOR 3.15 KM (1.95 MI) TO THE
 AA9615'ENTRANCE OF CAUMSETT STATE PARK ON THE LEFT, TURN LEFT INTO THE PARK
 AA9615'AND PROCEED 0.4 KM (0.25 MI) TO THE INFO BOOTH IN THE MIDDLE OF THE
 AA9615'ROAD, PASS BY THE INFO BOOTH AND CONTINUE ON THE PAVED ROAD FOR 0.5 KM
 AA9615'(0.30 MI) TO A CROSSROADS, TURN LEFT AND PROCEED IN A NORTHERLY
 AA9615'DIRECTION FOR 1.2 KM (0.75 MI) TO A REVERSE FORK DIRT ROAD ON THE
 AA9615'LEFT, CONTINUE AHEAD ON THE PAVED ROAD IN A NORTHEASTERLY DIRECTION
 AA9615'FOR 0.5 KM (0.30 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT AND
 AA9615'PROCEED IN A NORTHERLY DIRECTION FOR 0.4 KM (0.25 MI) TO THE END OF
 AA9615'THE PAVEMENT, CONTINUE NORTHEAST AND NORTH ON THE MAIN GRAVEL ROAD FOR
 AA9615'0.65 KM (0.40 MI) TO A CUL-DE-SAC AT THE SHORE.  TAKE THE SAND ROAD AT
 AA9615'THE EAST SIDE OF THE CUL-DE-SAC AND BEAR LEFT FOLLOWING JUST INSIDE OF
 AA9615'THE SHORE FOR 0.3 KM (0.20 MI) TO A SAND TRAIL ON THE LEFT LEADING TO
 AA9615'THE BEACH.  FROM THIS POINT WALK NORTH ON THE SAND TRAIL TO THE BEACH
 AA9615'AND THEN EAST ABOUT 50 YARDS TO A ROCKY POINT AND THE STATION IN A
 AA9615'PARTIALLY EXPOSED BOULDER JUST ABOVE THE STORM SURGE LINE.  THE
 AA9615'STATION MARK IS AN NOS BRONZE DISK STAMPED ---CAUM 1990--- CEMENTED
 AA9615'INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER ABOUT 0.6 M (2.0 FT)
 AA9615'BY 1.3 M (4.3 FT) IN SURFACE DIMENSIONS WHICH PROJECTS ABOUT 0.4 M
 AA9615'(1.3 FT) ABOVE THE LEVEL OF THE SAND BEACH AND IS SURROUNDED BY
 AA9615'BOULDERS WHICH PROJECT HIGHER THAN THE ONE IN WHICH THE STATION IS SET
 AA9615'AND JUST INSIDE THE PROPERTY LINE OF CAUMSETT STATE PARK.  IT IS 7.8 M
 AA9615'(25.6 FT) NORTH OF THE EDGE OF THE EMBANKMENT OF A SHORELINE BURM, 4.5
 AA9615'M (14.8 FT) SOUTH OF THE APPARENT HIGH WATER LINE, 4.4 M (14.4 FT)
 AA9615'NORTHWEST OF A FENCE POST WITH A WITNESS SIGN ATTACHED TO ITS WEST
 AA9615'FACING AND 3.3 M (10.8 FT) WEST OF AN OLD FENCE LINE WHICH MARKS THE
 AA9615'EAST BOUNDARY OF THE STATE PARK.  TO ACCESS THE MARK CONTACT THE PARK
 AA9615'MANAGER, MR. G. DUKE ROSENBAUER, CAUMSETT STATE PARK, 25 LLOYD HARBOR
 AA9615'ROAD, HUNTINGTON, NEW YORK 11743, PHONE NUMBER 516-423-1770.  THE
 AA9615'STATION WAS POSITIONED BY GPS OBSERVATIONS.  DESCRIBED BY A L GRIMES
 AA9615'III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9616 ***********************************************************************
 AA9616  DESIGNATION -  CAUS
 AA9616  PID         -  AA9616
 AA9616  STATE/COUNTY-  NY/SUFFOLK
 AA9616  USGS QUAD   -  NORTHPORT (1979)
 AA9616
 AA9616                         *CURRENT SURVEY CONTROL
 AA9616  ___________________________________________________________________
 AA9616* NAD 83(1996)-  40 53 34.99950(N)    073 22 21.81639(W)     ADJUSTED  
 AA9616* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 AA9616  ___________________________________________________________________
 AA9616  X           -   1,381,606.617 (meters)                     COMP
 AA9616  Y           -  -4,626,462.359 (meters)                     COMP
 AA9616  Z           -   4,153,433.979 (meters)                     COMP
 AA9616  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AA9616  ELLIP HEIGHT-         -28.48  (meters)          (12/03/02) GPS OBS
 AA9616  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AA9616
 AA9616  HORZ ORDER  -  THIRD
 AA9616  ELLP ORDER  -  FIFTH     CLASS I
 AA9616
 AA9616.The horizontal coordinates were established by GPS observations
 AA9616.and adjusted by the National Geodetic Survey in January 1999..
 AA9616
 AA9616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9616
 AA9616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9616
 AA9616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9616
 AA9616.The ellipsoidal height was determined by GPS observations
 AA9616.and is referenced to NAD 83.
 AA9616
 AA9616.The geoid height was determined by GEOID03.
 AA9616
 AA9616;                    North         East     Units Scale Factor Converg.
 AA9616;SPC NY L     -    80,852.359   352,860.254   MT  0.99999518   +0 24 37.0
 AA9616;SPC NY L     -   265,263.11  1,157,675.68   sFT  0.99999518   +0 24 37.0
 AA9616;UTM  18      - 4,528,159.848   637,079.809   MT  0.99983128   +1 03 55.7
 AA9616
 AA9616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9616!SPC NY L     -   1.00000447  x   0.99999518  =   0.99999965
 AA9616!UTM  18      -   1.00000447  x   0.99983128  =   0.99983575
 AA9616
 AA9616                          SUPERSEDED SURVEY CONTROL
 AA9616
 AA9616  ELLIP H (01/11/99)  -28.44   (m)                       GP(       ) 4 1
 AA9616  NAD 83(1996)-  40 53 35.00213(N)    073 22 21.81566(W) AD(       ) 3
 AA9616  NAD 83(1986)-  40 53 35.00324(N)    073 22 21.81606(W) AD(       ) 3
 AA9616  NGVD 29 (09/19/96)    2.3    (m)            8.     (f) GPS OBS        
 AA9616
 AA9616.Superseded values are not recommended for survey control.
 AA9616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9616.See file dsdata.txt to determine how the superseded data were derived.
 AA9616
 AA9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3708028160(NAD 83)
 AA9616_MARKER: DD = SURVEY DISK
 AA9616_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9616_STAMPING: CAUS 1990
 AA9616_MARK LOGO: NOS   
 AA9616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9616+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2000
 AA9616
 AA9616  HISTORY     - Date     Condition        Report By
 AA9616  HISTORY     - 1990     MONUMENTED       NOS
 AA9616  HISTORY     - 20000617 GOOD             LOCENG
 AA9616  HISTORY     - 20040601 POOR             INDIV
 AA9616
 AA9616                          STATION DESCRIPTION
 AA9616
 AA9616'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9616'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK NEAR THE NORTH SHORE
 AA9616'OF THE ISLAND ABOUT 3 NAUTICAL MILES NORTHEAST OF HUNTINGTON AT THE
 AA9616'SOUTH PORTION OF THE NAVIGABLE WATERS OF CENTERPORT HARBOR ON A
 AA9616'SIDEWALK ON THE CAUSEWAY WHICH CROSSES CENTERPORT HARBOR AT THE
 AA9616'NORTHEAST CORNER OF THE SPILLWAY.  TO REACH THE STATION FROM THE
 AA9616'JUNCTION OF N.Y. HWY 25A (MAIN STREET) AND N.Y. HWY 110 (NEW YORK
 AA9616'AVENUE) IN HUNTINGTON, GO EAST ON N.Y. HWY 25A FOR 5.65 KM (3.50 MI)
 AA9616'TO LITTLE NECK ROAD ON THE LEFT, TURN LEFT ON LITTLE NECK ROAD AND GO
 AA9616'NORTH FOR 0.3 KM (0.20 MI) TO PROSPECT ROAD ON THE LEFT, TURN LEFT ON
 AA9616'PROSPECT ROAD AND GO NORTHWEST FOR 0.55 KM (0.35 MI) TO MILL DAM ROAD
 AA9616'ON THE LEFT, TURN LEFT ON MILL DAM ROAD AND GO WEST FOR 0.25 KM (0.15
 AA9616'MI) TO THE SPILLWAY AT THE CENTER OF THE CAUSEWAY OVER CENTERPORT
 AA9616'HARBOR AND THE STATION ON THE RIGHT.  THE MARK IS AN NOS BRONZE DISK
 AA9616'STAMPED ---CAUS 1990--- SET IN A DRILL HOLE IN THE SIDEWALK.  IT IS
 AA9616'4.8 M (15.7 FT) WEST OF THE EAST END OF THE CONCRETE RAILING OF THE
 AA9616'SPILLWAY ON THE NORTH SIDE, 0.9 M (3.0 FT) NORTH OF THE NORTH OF THE
 AA9616'NORTH CURB OF MILL DAM ROAD AND 0.8 M (2.6 FT) SOUTH OF THE SOUTH EDGE
 AA9616'OF THE CONCRETE RAILING.  STATION WAS POSITIONED BY GPS OBSERVATIONS.
 AA9616'DESCRIBED BY P B WALBOLT.
 AA9616
 AA9616                          STATION RECOVERY (2000)
 AA9616
 AA9616'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 AA9616'RECOVERED IN GOOD CONDITION.
 AA9616
 AA9616                          STATION RECOVERY (2004)
 AA9616
 AA9616'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DH)
 AA9616'MILL DAM BRIDGE WAS RECENTLY DEMOLISHED FOR REPLACEMENT. MARK WAS
 AA9616'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9617 ***********************************************************************
 AA9617  DESIGNATION -  CAVA
 AA9617  PID         -  AA9617
 AA9617  STATE/COUNTY-  NY/SUFFOLK
 AA9617  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9617
 AA9617                         *CURRENT SURVEY CONTROL
 AA9617  ___________________________________________________________________
 AA9617* NAD 83(1996)-  40 54 20.63678(N)    073 25 59.78288(W)     ADJUSTED  
 AA9617* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 AA9617  ___________________________________________________________________
 AA9617  X           -   1,376,454.207 (meters)                     COMP
 AA9617  Y           -  -4,627,036.639 (meters)                     COMP
 AA9617  Z           -   4,154,498.395 (meters)                     COMP
 AA9617  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AA9617  ELLIP HEIGHT-         -28.00  (meters)          (12/03/02) GPS OBS
 AA9617  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AA9617
 AA9617  HORZ ORDER  -  THIRD
 AA9617  ELLP ORDER  -  FIFTH     CLASS I
 AA9617
 AA9617.The horizontal coordinates were established by GPS observations
 AA9617.and adjusted by the National Geodetic Survey in January 1999..
 AA9617
 AA9617.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9617
 AA9617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9617
 AA9617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9617
 AA9617.The ellipsoidal height was determined by GPS observations
 AA9617.and is referenced to NAD 83.
 AA9617
 AA9617.The geoid height was determined by GEOID03.
 AA9617
 AA9617;                    North         East     Units Scale Factor Converg.
 AA9617;SPC NY L     -    82,225.358   347,748.995   MT  0.99999537   +0 22 14.5
 AA9617;SPC NY L     -   269,767.70  1,140,906.49   sFT  0.99999537   +0 22 14.5
 AA9617;UTM  18      - 4,529,474.075   631,954.066   MT  0.99981431   +1 01 33.8
 AA9617
 AA9617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9617!SPC NY L     -   1.00000439  x   0.99999537  =   0.99999976
 AA9617!UTM  18      -   1.00000439  x   0.99981431  =   0.99981870
 AA9617
 AA9617                          SUPERSEDED SURVEY CONTROL
 AA9617
 AA9617  ELLIP H (01/11/99)  -27.98   (m)                       GP(       ) 4 1
 AA9617  NAD 83(1996)-  40 54 20.63928(N)    073 25 59.78211(W) AD(       ) 3
 AA9617  NAD 83(1986)-  40 54 20.64038(N)    073 25 59.78318(W) AD(       ) 3
 AA9617  NGVD 29 (09/19/96)    2.8    (m)            9.     (f) GPS OBS        
 AA9617
 AA9617.Superseded values are not recommended for survey control.
 AA9617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9617.See file dsdata.txt to determine how the superseded data were derived.
 AA9617
 AA9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3195429474(NAD 83)
 AA9617_MARKER: DD = SURVEY DISK
 AA9617_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9617_STAMPING: CAVA 1990
 AA9617_MARK LOGO: NOS   
 AA9617_PROJECTION: FLUSH
 AA9617_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9617+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9617_ROD/PIPE-DEPTH: 1.05 meters
 AA9617
 AA9617  HISTORY     - Date     Condition        Report By
 AA9617  HISTORY     - 1990     MONUMENTED       NOS
 AA9617
 AA9617                          STATION DESCRIPTION
 AA9617
 AA9617'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9617'STATION IS LOCATED ON LONG ISLAND, NEW YORK, ABOUT 2 NAUTICAL MILES
 AA9617'NORTH OF THE TOWN OF HUNTINGTON ON THE EAST SIDE OF THE MOUTH OF
 AA9617'HUNTINGTON HARBOR ON THE WESTERN TIP OF WINCOMA POINT.  TO REACH THE
 AA9617'STATION FROM THE U.S. POST OFFICE IN HALESITE ON EAST SHORE ROAD,
 AA9617'PROCEED IN A NORTHERLY DIRECTION ON EAST SHORE ROAD FOR 2.0 KM (1.25
 AA9617'MI) TO A WHITE BRICK GATE AT THE ENTRANCE OF THE COMMUNITY OF WINCOMA,
 AA9617'CONTINUE NORTHERLY ON EAST SHORE ROAD FOR 0.15 KM (0.10 MI) TO WINCOMA
 AA9617'ROAD ON THE RIGHT, TURN RIGHT ON WINCOMA ROAD AND PROCEED 0.08 KM
 AA9617'(0.05 MI) TO THE INTERSECTION WITH BAY AVENUE, TURN LEFT ON BAY AVENUE
 AA9617'AND PROCEED 0.65 KM (0.40 MI) TO THE END OF THE PAVED ROAD AT A GATE
 AA9617'LEADING INTO THE WINCOMA COMMUNITY ASSOCIATION PARK AND BEACH.
 AA9617'PERMISSION MUST BE OBTAINED FROM THE COMMUNITY ASSOCIATION PRIOR TO
 AA9617'PROCEEDING BEYOND THIS POINT.  PARK VEHICLE IN THE GRAVEL PARKING AREA
 AA9617'AND PROCEED ON FOOT ABOUT 80 METERS (262.5 FT) WEST TO THE WEST TIP OF
 AA9617'THE POINT AND THE STATION NEAR THE EDGE OF THE GRASSY BANK. THE
 AA9617'STATION MARK IS AN NOS ALUMINUM DISK STAMPED ---CAVA 1990--- WHICH IS
 AA9617'CRIMPED TO THE TOP OF AN ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND
 AA9617'AND SURROUNDED BY A MASS OF CONCRETE.  THE DISK IS FLUSH WITH THE
 AA9617'GROUND SURFACE.  IT IS ON THE GRASSY END OF THE POINT ABOUT 3 METERS
 AA9617'(9.8 FT) EAST OF A LOW SCRAGGLY BUSH GROWING AMONGST THE CONCRETE AND
 AA9617'STONE RIPRAP WHICH LINES THE NORTH AND EAST SHORE OF THE POINT PROPER.
 AA9617'THE PROPERTY OWNER REQUESTED THAT NO WITNESS POST BE SET ON THE
 AA9617'PROPERTY AS IT IS USED AS A RECREATION AREA BY THE COMMUNITY
 AA9617'RESIDENTS.  THE STATION WAS POSITIONED BY GPS RELATIVE POSITIONING
 AA9617'METHODS.  FOR ACCESS TS TO THE MARK CONTACT MR. JAY CAVANAUGH,
 AA9617'TELEPHONE NUMBER 516-351-7155 OR 516-421-3565. DESCRIBED BY C S
 AA9617'MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1847 ***********************************************************************
 NB1847  DESIGNATION -  CAYUGA
 NB1847  PID         -  NB1847
 NB1847  STATE/COUNTY-  NY/CAYUGA
 NB1847  USGS QUAD   -  CAYUGA (1954)
 NB1847
 NB1847                         *CURRENT SURVEY CONTROL
 NB1847  ___________________________________________________________________
 NB1847* NAD 83(1996)-  42 53 34.56748(N)    076 40 55.39955(W)     ADJUSTED  
 NB1847* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 NB1847  ___________________________________________________________________
 NB1847  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 NB1847  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NB1847
 NB1847  HORZ ORDER  -  SECOND
 NB1847
 NB1847.The horizontal coordinates were established by classical geodetic methods
 NB1847.and adjusted by the National Geodetic Survey in January 1999..
 NB1847
 NB1847.The orthometric height was scaled from a topographic map.
 NB1847
 NB1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1847
 NB1847.The geoid height was determined by GEOID03.
 NB1847
 NB1847;                    North         East     Units Scale Factor Converg.
 NB1847;SPC NY C     -   321,281.514   241,936.646   MT  0.99993830   -0 04 01.9
 NB1847;SPC NY C     - 1,054,071.10    793,753.81   sFT  0.99993830   -0 04 01.9
 NB1847;UTM  18      - 4,750,297.914   362,659.145   MT  0.99983205   -1 08 42.1
 NB1847
 NB1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1847!SPC NY C     -   0.99997824  x   0.99993830  =   0.99991654
 NB1847!UTM  18      -   0.99997824  x   0.99983205  =   0.99981029
 NB1847
 NB1847|---------------------------------------------------------------------|
 NB1847| PID    Reference Object                     Distance      Geod. Az  |
 NB1847|                                                           dddmmss.s |
 NB1847| CZ7642 CAYUGA RM 1                          39.593 METERS 23155     |
 NB1847| NB1862 99=SWEETS HILL RESET                APPROX.15.2 KM 2411017.7 |
 NB1847| NB1860 WATERLOO EVANS SALES AFF CO TK      APPROX.13.9 KM 2740111.3 |
 NB1847| NB1859 SENECA FALLS GOULD PUMP CO TK       APPROX.10.6 KM 2823039.3 |
 NB1847| CZ7641 CAYUGA AZ MK                                       3105822.1 |
 NB1847| CZ7643 CAYUGA RM 2                          41.361 METERS 31944     |
 NB1847|---------------------------------------------------------------------|
 NB1847
 NB1847                          SUPERSEDED SURVEY CONTROL
 NB1847
 NB1847  NAD 83(1986)-  42 53 34.57424(N)    076 40 55.39655(W) AD(       ) 2
 NB1847  NAD 27      -  42 53 34.33300(N)    076 40 56.58800(W) AD(       ) 2
 NB1847
 NB1847.Superseded values are not recommended for survey control.
 NB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1847.See file dsdata.txt to determine how the superseded data were derived.
 NB1847
 NB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN6265950298(NAD 83)
 NB1847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1847
 NB1847  HISTORY     - Date     Condition        Report By
 NB1847  HISTORY     - 1942     MONUMENTED       CGS
 NB1847  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1847  HISTORY     - 1990     GOOD             USPSQD
 NB1847
 NB1847                          STATION DESCRIPTION
 NB1847
 NB1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1847'STATION IS LOCATED ABOUT 6 MILES E OF SENECA FALLS, ABOUT 2.75
 NB1847'MILES SE OF CAYUGA, AND ABOUT 7 MILES WSW OF AUBURN ON THE
 NB1847'PROPERTY OF MRS. JENNIE CURTIS.  THE MARK IS 15 PACES E OF A
 NB1847'TRIANGULAR-BLAZED POWER POLE, 23 PACES E OF THE CENTER LINE OF
 NB1847'THE ROAD TO THE STATION, 2 PACES S OF THE E EDGE OF THE FIELD,
 NB1847'AND ABOUT 3 PACES E OF AN OLD APPLE TREE.  MARK IS STAMPED
 NB1847'CAYUGA 1942 AND PROJECTS ABOUT 4 INCHES.
 NB1847'
 NB1847'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NB1847'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1847'
 NB1847'REFERENCE MARK NO.1 IS 6 PACES N OF A TELEPHONE POLE, 8 PACES
 NB1847'W OF THE CENTER LINE OF THE ROAD TO STATION, AND 27 PACES S OF A
 NB1847'FENCE CORNER.  MARK IS STAMPED CAYUGA NO. 1, 1942 AND PROJECTS
 NB1847'ABOUT 4 INCHES.
 NB1847'
 NB1847'REFERENCE MARK NO.2 IS 37 PACES N OF TELEPHONE POLE NO.337,
 NB1847'1 FOOT E OF A FENCE LINE, AND 7 PACES W OF THE CENTER LINE OF THE
 NB1847'ROAD.  MARK IS STAMPED CAYUGA NO. 2, 1942 AND PROJECTS ABOUT 4
 NB1847'INCHES.
 NB1847'
 NB1847'AZIMUTH MARK IS 7 PACES S OF THE CENTER LINE OF THE ROAD, 1
 NB1847'FOOT S OF A FENCE LINE, AND 3 PACES NE OF A 3-FOOT OAK TREE.  MARK
 NB1847'IS STAMPED CAYUGA 1942 AND PROJECTS ABOUT 8 INCHES.
 NB1847'
 NB1847'TO REACH THE STATION FROM SENECA FALLS GO NE ON U.S. ROUTE 20
 NB1847'FOR 5.0 MILES TO THE JUNCTION OF U.S. 20 AND STATE ROUTE 90 AT THE
 NB1847'EASTERLY END OF THE SENECA RIVER BRIDGE, TURN RIGHT AND GO S FOR
 NB1847'3.1 MILES TO A CROSS ROAD IN CAYUGA, CONTINUE S ON 90 FOR 1.8
 NB1847'MILES TO A GRAVEL ROAD LEFT JUST AFTER CROSSING SOME RAILROAD
 NB1847'TRACKS, TURN LEFT AND GO E 1.4 MILES TO THE AZIMUTH MARK ON THE
 NB1847'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A CROSS ROAD,
 NB1847'TURN RIGHT AND GO S FOR 0.1 MILE TO STATION ON THE LEFT.
 NB1847'
 NB1847'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NB1847
 NB1847                          STATION RECOVERY (1974)
 NB1847
 NB1847'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1847'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NB1847'TO RMS WERE NOT CHECKED.  VIEW FROM STATION IS FAIRLY OPEN IN NW
 NB1847'AND SW QUADRANTS.  SOME BRUSHING WOULD BE REQUIRED IN THE NE AND
 NB1847'SE QUADRANTS.  BRUSHING WOULD BE REQUIRED IN ORDER TO MAKE
 NB1847'AZIMUTH MARK VISIBLE FROM STATION.
 NB1847'
 NB1847'STATION MARK IS A STANDARD DISK STAMPED CAYUGA 1942, SET IN THE
 NB1847'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH GROUND.
 NB1847'
 NB1847'RM NO. 1 IS A STANDARD DISK STAMPED CAYUGA NO 1 1942, SET IN THE
 NB1847'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 NB1847'
 NB1847'RM NO. 2 IS A STANDARD DISK STAMPED CAYUGA NO 2 1942, SET IN THE
 NB1847'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 NB1847'
 NB1847'AZIMUTH MARK IS A STANDARD DISK STAMPED CAYUGA 1942, SET IN
 NB1847'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS
 NB1847'21 FEET SOUTH OF CENTER LINE OF ROAD AND 1 FOOT SOUTH OF A FENCE
 NB1847'LINE.  TO REACH THE MARK FROM THE STATION, GO NORTH 0.15 MILE.
 NB1847'TURN LEFT AND GO WEST 0.1 MILE TO AZIMUTH MARK ON LEFT.
 NB1847'
 NB1847'TO REACH STATION FROM CAYUGA, GO SOUTHERLY ON N.Y. RTE. 90 FOR
 NB1847'2.1 MILES.  TAKE T-ROAD LEFT, JUST AFTER CROSSING RAILROAD TRACKS,
 NB1847'AND GO EAST ON TOWN LINE RD. FOR 1.5 MILES TO A CROSSROAD.  TURN
 NB1847'RIGHT AND GO SOUTH ON CROSS RD. FOR 0.15 MILE TO STATION ON LEFT.
 NB1847
 NB1847                          STATION RECOVERY (1990)
 NB1847
 NB1847'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0721 ***********************************************************************
 OG0721  DESIGNATION -  CAYUGA IWC
 OG0721  PID         -  OG0721
 OG0721  STATE/COUNTY-  NY/NIAGARA
 OG0721  USGS QUAD   -  
 OG0721
 OG0721                         *CURRENT SURVEY CONTROL
 OG0721  ___________________________________________________________________
 OG0721* NAD 83(1996)-  43 04 20.64281(N)    078 58 33.71378(W)     ADJUSTED  
 OG0721* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 OG0721  ___________________________________________________________________
 OG0721  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OG0721  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OG0721
 OG0721  HORZ ORDER  -  THIRD
 OG0721
 OG0721.The horizontal coordinates were established by classical geodetic methods
 OG0721.and adjusted by the National Geodetic Survey in January 1999..
 OG0721
 OG0721.The orthometric height was scaled from a topographic map.
 OG0721
 OG0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0721
 OG0721.The geoid height was determined by GEOID03.
 OG0721
 OG0721;                    North         East     Units Scale Factor Converg.
 OG0721;SPC NY W     -   341,287.626   318,018.607   MT  0.99995008   -0 16 05.5
 OG0721;SPC NY W     - 1,119,707.82  1,043,366.05   sFT  0.99995008   -0 16 05.5
 OG0721;UTM  17      - 4,770,842.836   664,778.863   MT  0.99993403   +1 22 57.1
 OG0721
 OG0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0721!SPC NY W     -   0.99997848  x   0.99995008  =   0.99992856
 OG0721!UTM  17      -   0.99997848  x   0.99993403  =   0.99991251
 OG0721
 OG0721:                Primary Azimuth Mark                     Grid Az
 OG0721:SPC NY W     -  UPPER IWC                                092 29 12.8
 OG0721:UTM  17      -  UPPER IWC                                090 50 10.2
 OG0721
 OG0721|---------------------------------------------------------------------|
 OG0721| PID    Reference Object                     Distance      Geod. Az  |
 OG0721|                                                           dddmmss.s |
 OG0721| OG0720 UPPER IWC                           APPROX. 1.2 KM 0921307.3 |
 OG0721|---------------------------------------------------------------------|
 OG0721
 OG0721                          SUPERSEDED SURVEY CONTROL
 OG0721
 OG0721  NAD 83(1986)-  43 04 20.64877(N)    078 58 33.71143(W) AD(       ) 3
 OG0721  NAD 27      -  43 04 20.44519(N)    078 58 34.57890(W) AD(       ) 3
 OG0721
 OG0721.Superseded values are not recommended for survey control.
 OG0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0721.See file dsdata.txt to determine how the superseded data were derived.
 OG0721
 OG0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6477970843(NAD 83)
 OG0721_MARKER: Z = SEE DESCRIPTION
 OG0721_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OG0721_SP_SET: OBJECT DRIVEN INTO GROUND
 OG0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0721
 OG0721  HISTORY     - Date     Condition        Report By
 OG0721  HISTORY     - 1909     MONUMENTED       IWC
 OG0721
 OG0721                          STATION DESCRIPTION
 OG0721
 OG0721'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0721'THIS STATION IS SITUATED ON THE FOOT OF CAYUGA ISLAND ON THE SOUTH
 OG0721'SIDE OF THE ISLAND.
 OG0721'
 OG0721'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN TOP OF
 OG0721'2 - INCH GALVANIZED IRON PIPE THAT HAS BEEN DRIVEN IN GROUND AND
 OG0721'FILLED WITH CONCRETE.  TOP OF PIPE IS 6 INCHES BELOW SURFACE OF
 OG0721'GROUND.  AFTER USING, CAP WAS SCREWED ON TOP OF PIPE.  MARKER IS
 OG0721'CONCRETE, 8 INCHES DIAMETER, MARKED---I.W.C. 1909---.  IS 1.2 FEET
 OG0721'WEST OF STATION AND 1 INCH BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2266 ***********************************************************************
 NA2266  DESIGNATION -  CAZENOVA
 NA2266  PID         -  NA2266
 NA2266  STATE/COUNTY-  NY/MADISON
 NA2266  USGS QUAD   -  CAZENOVIA (1943)
 NA2266
 NA2266                         *CURRENT SURVEY CONTROL
 NA2266  ___________________________________________________________________
 NA2266* NAD 83(1996)-  42 57 34.08333(N)    075 51 18.01347(W)     ADJUSTED  
 NA2266* NAVD 88     -       429.9    (meters)    1410.     (feet)  VERTCON   
 NA2266  ___________________________________________________________________
 NA2266  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 NA2266  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 NA2266
 NA2266  HORZ ORDER  -  SECOND
 NA2266
 NA2266.The horizontal coordinates were established by classical geodetic methods
 NA2266.and adjusted by the National Geodetic Survey in January 1999..
 NA2266
 NA2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2266
 NA2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2266
 NA2266.The geoid height was determined by GEOID03.
 NA2266
 NA2266;                    North         East     Units Scale Factor Converg.
 NA2266;SPC NY C     -   328,924.868   309,424.125   MT  0.99998093   +0 29 46.9
 NA2266;SPC NY C     - 1,079,147.67  1,015,168.98   sFT  0.99998093   +0 29 46.9
 NA2266;UTM  18      - 4,756,668.360   430,264.075   MT  0.99965983   -0 34 57.7
 NA2266
 NA2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2266!SPC NY C     -   0.99993772  x   0.99998093  =   0.99991865
 NA2266!UTM  18      -   0.99993772  x   0.99965983  =   0.99959757
 NA2266
 NA2266|---------------------------------------------------------------------|
 NA2266| PID    Reference Object                     Distance      Geod. Az  |
 NA2266|                                                           dddmmss.s |
 NA2266| CZ7645 CAZENOVA RM 1                        26.983 METERS 00618     |
 NA2266| NA2267 FENNER COMMUNITY CH STEEPLE         APPROX. 5.6 KM 0785744.9 |
 NA2266| CZ7646 CAZENOVA RM 2                        22.796 METERS 14625     |
 NA2266| NA2265 CAZENOVIA FIRST METH CH             APPROX. 3.2 KM 1773638.9 |
 NA2266| CZ7644 CAZENOVA AZ MK                                     3391617.9 |
 NA2266|---------------------------------------------------------------------|
 NA2266
 NA2266                          SUPERSEDED SURVEY CONTROL
 NA2266
 NA2266  NAD 83(1986)-  42 57 34.08828(N)    075 51 18.01195(W) AD(       ) 2
 NA2266  NAD 27      -  42 57 33.84800(N)    075 51 19.32900(W) AD(       ) 2
 NA2266  NGVD 29 (07/19/86)  430.0    (m)         1411.     (f) VERT ANG       
 NA2266
 NA2266.Superseded values are not recommended for survey control.
 NA2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2266.See file dsdata.txt to determine how the superseded data were derived.
 NA2266
 NA2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3026456668(NAD 83)
 NA2266_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA2266+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 NA2266
 NA2266  HISTORY     - Date     Condition        Report By
 NA2266  HISTORY     - 1942     MONUMENTED       CGS
 NA2266  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NA2266  HISTORY     - 20040925 GOOD             USPSQD
 NA2266  HISTORY     - 20050816 GOOD             USPSQD
 NA2266
 NA2266                          STATION DESCRIPTION
 NA2266
 NA2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2266'THE STATION IS ABOUT 2 MILES N OF CAZENOVIA, ON LAND OWNED BY
 NA2266'MRS. J.E. WELLINGTON OF ROCHESTER, NEW YORK.  THE MARK IS SET
 NA2266'69 FEET NE OF THE NE CORNER OF THE E PORCH OF A FARMHOUSE,
 NA2266'25.3 FEET SW OF THE SW CORNER OF A BARN, 16.7 FEET SW OF A
 NA2266'STANDARD REFERENCE POST.  THE MARK IS 1 INCH BELOW THE SURFACE
 NA2266'OF THE GROUND.  THE DISK IS STAMPED CAZENOVA 1942.
 NA2266'
 NA2266'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NA2266'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 NA2266'1A, 7A, AND 11A.
 NA2266'
 NA2266'REFERENCE MARK NO.1 IS 88.53 FEET NNE OF THE STATION,
 NA2266'17.3 FEET N OF NW CORNER OF A BARN.  THE DISK IS STAMPED
 NA2266'CAZENOVA NO.1, 1942.
 NA2266'
 NA2266'REFERENCE MARK NO.2 IS 74.79 FEET SE OF THE STATION, 79.9 FEET
 NA2266'E OF THE E PORCH OF A FARMHOUSE, AND 33.1 FEET NE OF A WATER
 NA2266'PUMP.  THE DISK IS STAMPED CAZENOVA NO.2, 1942.
 NA2266'
 NA2266'THE AZIMUTH MARK IS 0.5 MILE NNW OF THE STATION, 26 FEET N OF
 NA2266'THE CENTER LINE OF A GRAVELED ROAD, 8 FEET NW OF A TELEPHONE
 NA2266'POLE, AND 2 FEET W OF A STANDARD REFERENCE POST.  THE DISK IS
 NA2266'STAMPED CAZENOVA 1942.
 NA2266'
 NA2266'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 NA2266'CAZENOVIA, GO W ON U.S. HIGHWAY 20 FOR ONE BLOCK, THENCE RIGHT
 NA2266'ON MACADAM ROAD FOR 2.05 MILES TO A WHITE HOUSE AND
 NA2266'STATION.  TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE N ON
 NA2266'MAIN ROAD FOR 0.5 MILE TO A T-ROAD LEFT, HERE TURN LEFT AND GO
 NA2266'0.05 MILE TO THE MARK ON THE RIGHT.
 NA2266'
 NA2266'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 NA2266
 NA2266                          STATION RECOVERY (1974)
 NA2266
 NA2266'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NA2266'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND
 NA2266'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION
 NA2266'IS FAIRLY OPEN.  AZIMUTH MARK IS VISIBLE FROM STATION.  STATION
 NA2266'IS LOCATED IN A FARMYARD ABOUT 200 FEET EAST OF RIDGE RD.
 NA2266'
 NA2266'STATION MARK IS A STANDARD DISK STAMPED CAZENOVA 1942, SET IN
 NA2266'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 NA2266'
 NA2266'RM NO.1 IS A STANDARD DISK STAMPED CAZENOVA NO 1 1942, SET IN
 NA2266'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 NA2266'
 NA2266'RM NO.2 IS A STANDARD DISK STAMPED CAZENOVA NO 2 1942, SET IN
 NA2266'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 NA2266'
 NA2266'AZIMUTH MARK IS A STANDARD DISK STAMPED CAZENOVA 1942, SET IN
 NA2266'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 12 INCHES.  IT
 NA2266'IS 375 FEET WEST OF RIDGE RD. AND 26 FEET NORTH OF CENTER LINE
 NA2266'OF CHARD RD.  TO REACH FROM THE STATION, GO NORTH ON
 NA2266'RIDGE RD. FOR 0.7 MILE.  TURN LEFT AND GO WEST 375 FEET TO
 NA2266'AZIMUTH MARK ON RIGHT.
 NA2266'
 NA2266'TO REACH STATION FROM CAZENOVIA, GO NORTH ON
 NA2266'RIDGE RD. 2.0 MILES TO STATION ON RIGHT.
 NA2266
 NA2266                          STATION RECOVERY (2004)
 NA2266
 NA2266'RECOVERY NOTE BY US POWER SQUADRON 2004 (EKS)
 NA2266'REFERENCE MARK 2 FOUND. SET ON 12 INCH BLOCK 8 INCHES ABOVE GROUND.
 NA2266'EAST OF HOUSE AND SOUTH OF BARN AT N42 57 55.7 W 75 51 29.5
 NA2266
 NA2266                          STATION RECOVERY (2005)
 NA2266
 NA2266'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLK)
 NA2266'AZIMUTH LOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1552 ***********************************************************************
 NA1552  DESIGNATION -  CAZENOVIA
 NA1552  PID         -  NA1552
 NA1552  STATE/COUNTY-  NY/MADISON
 NA1552  USGS QUAD   -  CAZENOVIA (1943)
 NA1552
 NA1552                         *CURRENT SURVEY CONTROL
 NA1552  ___________________________________________________________________
 NA1552* NAD 83(1986)-  42 55 47.     (N)    075 51 11.     (W)     SCALED    
 NA1552* NAVD 88     -       373.055  (meters)    1223.93   (feet)  ADJUSTED  
 NA1552  ___________________________________________________________________
 NA1552  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NA1552  DYNAMIC HT  -         372.945 (meters)    1223.57  (feet)  COMP
 NA1552  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 NA1552
 NA1552  VERT ORDER  -  SECOND    CLASS 0
 NA1552
 NA1552.The horizontal coordinates were scaled from a topographic map and have
 NA1552.an estimated accuracy of +/- 6 seconds.
 NA1552
 NA1552.The orthometric height was determined by differential leveling
 NA1552.and adjusted by the National Geodetic Survey in June 1991..
 NA1552
 NA1552.The geoid height was determined by GEOID03.
 NA1552
 NA1552.The dynamic height is computed by dividing the NAVD 88
 NA1552.geopotential number by the normal gravity value computed on the
 NA1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1552.degrees latitude (g = 980.6199 gals.).
 NA1552
 NA1552.The modeled gravity was interpolated from observed gravity values.
 NA1552
 NA1552;                    North         East    Units  Estimated Accuracy
 NA1552;SPC NY C     -   325,620.      309,610.      MT  (+/- 180 meters Scaled)
 NA1552
 NA1552                          SUPERSEDED SURVEY CONTROL
 NA1552
 NA1552  NGVD 29 (??/??/92)  373.180  (m)         1224.34   (f) ADJ UNCH    2 0
 NA1552
 NA1552.Superseded values are not recommended for survey control.
 NA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1552.See file dsdata.txt to determine how the superseded data were derived.
 NA1552
 NA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN303533(NAD 83)
 NA1552_MARKER: DB = BENCH MARK DISK
 NA1552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1552_SP_SET: BUILDING
 NA1552_STAMPING: CAZENOVIA 1934
 NA1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1552+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 NA1552
 NA1552  HISTORY     - Date     Condition        Report By
 NA1552  HISTORY     - 1934     MONUMENTED       CGS
 NA1552  HISTORY     - 1945     GOOD             NGS
 NA1552  HISTORY     - 1968     GOOD             KONSKI
 NA1552  HISTORY     - 20040925 GOOD             USPSQD
 NA1552  HISTORY     - 20050816 GOOD             USPSQD
 NA1552
 NA1552                          STATION DESCRIPTION
 NA1552
 NA1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NA1552'AT CAZENOVIA.
 NA1552'AT CAZENOVIA, MADISON COUNTY, ON STATE HIGHWAY 13, AT THE MUNICIPAL
 NA1552'BUILDING, BETWEEN THE MAIN DOORS OF THE FIRE ENGINE ROOMS, AN ABOUT 5
 NA1552'FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED CAZENOVIA 1934
 NA1552'AND SET VERTICALLY.
 NA1552
 NA1552                          STATION RECOVERY (1968)
 NA1552
 NA1552'RECOVERY NOTE BY KONSKI ENGINEERS 1968
 NA1552'RECOVERED IN GOOD CONDITION.
 NA1552
 NA1552                          STATION RECOVERY (2004)
 NA1552
 NA1552'RECOVERY NOTE BY US POWER SQUADRON 2004 (EKS)
 NA1552'MARK FOUND ON FRONT OF CAZENOVIA POLICE DEPARTMENT / MUNICIPAL
 NA1552'BUILDING,  N42 55,782 W75 51.149 TAKEN BY GPS.
 NA1552
 NA1552                          STATION RECOVERY (2005)
 NA1552
 NA1552'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLK)
 NA1552'THE BUILDING NO LONGER HOUSES THE ENGINE ROOM FOR THE FIRE DEPARMENT.
 NA1552'THE MARK IS LOCATED BETWEEN TWO LARGE WINDOWS WHICH HAVE BEEN
 NA1552'CONVERTED FROM DOORS NOTED IN PREVIOUS DESCRIPTION. THE BUILDING
 NA1552'CURRENTLY HOUSES THE CAZENOVIA VILLAGE POLICE DEPARTMENT. IT IS STILL
 NA1552'KNOWN AS THE MUNICIPAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2265 ***********************************************************************
 NA2265  DESIGNATION -  CAZENOVIA FIRST METH CH
 NA2265  PID         -  NA2265
 NA2265  STATE/COUNTY-  NY/MADISON
 NA2265  USGS QUAD   -  CAZENOVIA (1943)
 NA2265
 NA2265                         *CURRENT SURVEY CONTROL
 NA2265  ___________________________________________________________________
 NA2265* NAD 83(1996)-  42 55 51.51366(N)    075 51 12.18947(W)     ADJUSTED  
 NA2265* NAVD 88     -                                                        
 NA2265  ___________________________________________________________________
 NA2265  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 NA2265  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NA2265
 NA2265  HORZ ORDER  -  THIRD
 NA2265
 NA2265.The horizontal coordinates were established by classical geodetic methods
 NA2265.and adjusted by the National Geodetic Survey in January 1999..
 NA2265
 NA2265
 NA2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2265
 NA2265.The geoid height was determined by GEOID03.
 NA2265
 NA2265;                    North         East     Units Scale Factor Converg.
 NA2265;SPC NY C     -   325,761.015   309,583.592   MT  0.99998116   +0 29 49.9
 NA2265;SPC NY C     - 1,068,767.60  1,015,692.17   sFT  0.99998116   +0 29 49.9
 NA2265;UTM  18      - 4,753,503.083   430,363.916   MT  0.99965965   -0 34 52.6
 NA2265
 NA2265                          SUPERSEDED SURVEY CONTROL
 NA2265
 NA2265  NAD 83(1986)-  42 55 51.51900(N)    075 51 12.18841(W) AD(       ) 4
 NA2265  NAD 27      -  42 55 51.27700(N)    075 51 13.50600(W) AD(       ) 3
 NA2265
 NA2265.Superseded values are not recommended for survey control.
 NA2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2265.See file dsdata.txt to determine how the superseded data were derived.
 NA2265
 NA2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN3036453503(NAD 83)
 NA2265
 NA2265  HISTORY     - Date     Condition        Report By
 NA2265  HISTORY     - 1942     MONUMENTED       CGS
 NA2265  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NA2265  HISTORY     - 20040925 POOR             USPSQD
 NA2265
 NA2265                          STATION DESCRIPTION
 NA2265
 NA2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2265'THIS INTERSECTION STATION IS ON THE NE CORNER OF LINCKLAEN AND
 NA2265'SEMINARY STREETS IN THE VILLAGE OF CAZENOVIA, ON LAND OWNED BY
 NA2265'THE CAZENOVIA FIRST METHODIST CHURCH.  IT IS A CONE CLOCK STEEPLE,
 NA2265'SLATE CONSTRUCTION, BUILT ON A BRICK CHURCH IN 1872 AND ABOUT
 NA2265'150 FEET IN HEIGHT.  POINT OBSERVED ON WAS WEATHER VANE ON TOP
 NA2265'OF THE STEEPLE.
 NA2265
 NA2265                          STATION RECOVERY (1961)
 NA2265
 NA2265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MJU)
 NA2265'THE STATION WAS DESTROYED.  THE CLOCK TOWER UPON WHICH THE STEEPLE
 NA2265'AND WEATHER VANE RESTED STILL REMAINS INTACT.  AND IS USEABLE AS
 NA2265'PHOTO CONTROL.
 NA2265
 NA2265                          STATION RECOVERY (2004)
 NA2265
 NA2265'RECOVERY NOTE BY US POWER SQUADRON 2004 (EKS)
 NA2265'THE STEEPLE AND WEATHER VANE ARE NO LONGER ON THE CLOCK TOWER.  THE
 NA2265'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1033 ***********************************************************************
 LY1033  DESIGNATION -  CC 142
 LY1033  PID         -  LY1033
 LY1033  STATE/COUNTY-  NY/SULLIVAN
 LY1033  USGS QUAD   -  NARROWSBURG (1997)
 LY1033
 LY1033                         *CURRENT SURVEY CONTROL
 LY1033  ___________________________________________________________________
 LY1033* NAD 83(1986)-  41 34 44.     (N)    075 02 39.     (W)     SCALED    
 LY1033* NAVD 88     -       211.456  (meters)     693.75   (feet)  ADJUSTED  
 LY1033  ___________________________________________________________________
 LY1033  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY1033  DYNAMIC HT  -         211.373 (meters)     693.48  (feet)  COMP
 LY1033  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 LY1033
 LY1033  VERT ORDER  -  FIRST     CLASS II
 LY1033
 LY1033.The horizontal coordinates were scaled from a topographic map and have
 LY1033.an estimated accuracy of +/- 6 seconds.
 LY1033
 LY1033.The orthometric height was determined by differential leveling
 LY1033.and adjusted by the National Geodetic Survey in June 1991..
 LY1033
 LY1033.The geoid height was determined by GEOID03.
 LY1033
 LY1033.The dynamic height is computed by dividing the NAVD 88
 LY1033.geopotential number by the normal gravity value computed on the
 LY1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1033.degrees latitude (g = 980.6199 gals.).
 LY1033
 LY1033.The modeled gravity was interpolated from observed gravity values.
 LY1033
 LY1033;                    North         East    Units  Estimated Accuracy
 LY1033;SPC NY E     -   304,980.      104,620.      MT  (+/- 180 meters Scaled)
 LY1033
 LY1033                          SUPERSEDED SURVEY CONTROL
 LY1033
 LY1033  NGVD 29 (??/??/92)  211.625  (m)          694.31   (f) ADJ UNCH    1 2
 LY1033
 LY1033.Superseded values are not recommended for survey control.
 LY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1033.See file dsdata.txt to determine how the superseded data were derived.
 LY1033
 LY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM963030(NAD 83)
 LY1033_MARKER: DB = BENCH MARK DISK
 LY1033_SETTING: 66 = SET IN ROCK OUTCROP
 LY1033_SP_SET: ROCK CUT
 LY1033_STAMPING: CC 142 1941
 LY1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1033+STABILITY: POSITION/ELEVATION WELL
 LY1033
 LY1033  HISTORY     - Date     Condition        Report By
 LY1033  HISTORY     - 1941     MONUMENTED       CGS
 LY1033  HISTORY     - 1982     GOOD             NGS
 LY1033
 LY1033                          STATION DESCRIPTION
 LY1033
 LY1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1033'2.5 MI S FROM NARROWSBURG.
 LY1033'2.5 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY1033'NARROWSBURG, SULLIVAN COUNTY, 108 FEET NORTH OF MILEPOST 119,
 LY1033'IN THE FACE OF A ROCK CUT, 28.6 FEET EAST OF THE EAST RAIL OF
 LY1033'THE NORTH-BOUND TRACK, AND ABOUT 4.3 FEET HIGHER THAN THE TRACK.
 LY1033'A STANDARD DISK, STAMPED CC 142 1941 AND SET VERTICALLY.
 LY1033
 LY1033                          STATION RECOVERY (1982)
 LY1033
 LY1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1033'3.44 KM (2.75 MI) SE ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE
 LY1033'INTERSECTION OF STATE HIGHWAYS 52 AND 97 IN NARROWSBURG TO THE MARK
 LY1033'ON THE LEFT SET VERTICALLY IN THE FACE OF A ROCK CUT, 8.93 M (29.3
 LY1033'FT) E OF THE E RAIL OF A SINGLE SET OF TRACKS. 32.91 M (108.0 FT) N
 LY1033'OF MILEPOST 119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2128 ***********************************************************************
 PH2128  DESIGNATION -  CC SUB IBC
 PH2128  PID         -  PH2128
 PH2128  STATE/COUNTY-  NY/JEFFERSON
 PH2128  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2128
 PH2128                         *CURRENT SURVEY CONTROL
 PH2128  ___________________________________________________________________
 PH2128* NAD 83(1996)-  44 20 48.90156(N)    075 58 29.18181(W)     ADJUSTED  
 PH2128* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2128  ___________________________________________________________________
 PH2128  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 PH2128  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 PH2128
 PH2128  HORZ ORDER  -  THIRD
 PH2128
 PH2128.The horizontal coordinates were established by classical geodetic methods
 PH2128.and adjusted by the National Geodetic Survey in January 1999..
 PH2128
 PH2128.The orthometric height was scaled from a topographic map.
 PH2128
 PH2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2128
 PH2128.The geoid height was determined by GEOID03.
 PH2128
 PH2128;                    North         East     Units Scale Factor Converg.
 PH2128;SPC NY C     -   482,991.200   298,522.014   MT  0.99996644   +0 25 31.4
 PH2128;SPC NY C     - 1,584,613.63    979,400.97   sFT  0.99996644   +0 25 31.4
 PH2128;UTM  18      - 4,910,867.333   422,305.182   MT  0.99967424   -0 40 53.0
 PH2128
 PH2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2128!SPC NY C     -   0.99999460  x   0.99996644  =   0.99996104
 PH2128!UTM  18      -   0.99999460  x   0.99967424  =   0.99966884
 PH2128
 PH2128|---------------------------------------------------------------------|
 PH2128| PID    Reference Object                     Distance      Geod. Az  |
 PH2128|                                                           dddmmss.s |
 PH2128| PH2126 DD SUB IBC                          335.501 METERS 14408     |
 PH2128| PH2124 REF MON 68                          460.072 METERS 1525327.4 |
 PH2128| PH2167 REF MON 69                          168.874 METERS 18517     |
 PH2128| PH2129 PP SUB IBC                          162.538 METERS 18844     |
 PH2128| PH2130 OO SUB IBC                          184.231 METERS 23825     |
 PH2128| PH2131 BB SUB IBC                          263.910 METERS 28410     |
 PH2128|---------------------------------------------------------------------|
 PH2128
 PH2128                          SUPERSEDED SURVEY CONTROL
 PH2128
 PH2128  NAD 83(1986)-  44 20 48.90607(N)    075 58 29.18412(W) AD(       ) 3
 PH2128  NAD 27      -  44 20 48.75400(N)    075 58 30.35300(W) AD(       ) 3
 PH2128
 PH2128.Superseded values are not recommended for survey control.
 PH2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2128.See file dsdata.txt to determine how the superseded data were derived.
 PH2128
 PH2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2230510867(NAD 83)
 PH2128_MARKER: DD = SURVEY DISK
 PH2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2128+STABILITY: SURFACE MOTION
 PH2128
 PH2128  HISTORY     - Date     Condition        Report By
 PH2128  HISTORY     - 1940     MONUMENTED       IBC
 PH2128  HISTORY     - 1957     MARK NOT FOUND   IBC
 PH2128
 PH2128                          STATION DESCRIPTION
 PH2128
 PH2128'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2128'ON THE SOUTHERN SHORE OF HILL ISLAND IN THE ST LAWRENCE RIVER.  ABOUT
 PH2128'1/2 MILE DOWNSTREAM FROM THE INTERNATIONAL BRIDGE ACROSS---THE
 PH2128'RIFT---.  THE STATION IS AT THE SOUTHWEST EXTREMITY OF A POINT ON THE
 PH2128'SHORE LINE WITH SWAMP ALL AROUND IT.  THE POINT PERHAPS MAY MORE
 PH2128'PROPERLY BE CALLED AN ISLAND.  IT HAS BEEN DESCRIBED AS A---SMALL
 PH2128'WOODED ISLAND IN A SWAMP---.  THE STATION IS 6 FEET FROM AN 8 - INCH
 PH2128'WHITE BIRCH, 15 FEET FROM A 12 - INCH WHITE PINE, AND IS 3 FEET ABOVE
 PH2128'THE WATER IN THE RIVER.
 PH2128'
 PH2128'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION BRONZE DISK
 PH2128'STATION MARK SET FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER ON
 PH2128'CONCRETE 7 INCHES IN DIAMETER AND 30 INCHES IN DEPTH.  THE SUBSURFACE
 PH2128'MARK IS A BRASS SCREW SET IN A CONCRETE BLOCK 7 INCHES IN DIAMETER
 PH2128'AND 6 INCHES IN DEPTH SET 30 INCHES UNDERGROUND.
 PH2128
 PH2128                          STATION RECOVERY (1957)
 PH2128
 PH2128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2128'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7798 ***********************************************************************
 DE7798  DESIGNATION -  CCDPF BASE STATION ARP
 DE7798  PID         -  DE7798
 DE7798  STATE/COUNTY-  NY/CHAUTAUQUA
 DE7798  USGS QUAD   -  JAMESTOWN (1979)
 DE7798
 DE7798                         *CURRENT SURVEY CONTROL
 DE7798  ___________________________________________________________________
 DE7798* NAD 83(1996)-  42 07 22.52645(N)    079 12 10.14782(W)     ADJUSTED  
 DE7798* NAVD 88     -       394.0    (meters)    1293.     (feet)  GPS OBS   
 DE7798  ___________________________________________________________________
 DE7798  X           -     887,606.081 (meters)                     COMP
 DE7798  Y           -  -4,654,238.046 (meters)                     COMP
 DE7798  Z           -   4,255,982.643 (meters)                     COMP
 DE7798  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 DE7798  ELLIP HEIGHT-         360.69  (meters)          (09/18/02) GPS OBS
 DE7798  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DE7798
 DE7798  HORZ ORDER  -  A
 DE7798  ELLP ORDER  -  FOURTH    CLASS II
 DE7798
 DE7798.The horizontal coordinates were established by GPS observations
 DE7798.and adjusted by the National Geodetic Survey in September 2002..
 DE7798
 DE7798.The orthometric height was determined by GPS observations and a
 DE7798.high-resolution geoid model.
 DE7798
 DE7798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7798
 DE7798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7798
 DE7798.The ellipsoidal height was determined by GPS observations
 DE7798.and is referenced to NAD 83.
 DE7798
 DE7798.The geoid height was determined by GEOID03.
 DE7798
 DE7798;                    North         East     Units Scale Factor Converg.
 DE7798;SPC NY W     -   235,932.570   298,777.152   MT  0.99996977   -0 24 55.8
 DE7798;SPC NY W     -   774,055.44    980,238.04   sFT  0.99996977   -0 24 55.8
 DE7798;UTM  17      - 4,664,987.424   648,553.961   MT  0.99987154   +1 12 20.3
 DE7798
 DE7798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7798!SPC NY W     -   0.99994343  x   0.99996977  =   0.99991320
 DE7798!UTM  17      -   0.99994343  x   0.99987154  =   0.99981498
 DE7798
 DE7798                          SUPERSEDED SURVEY CONTROL
 DE7798
 DE7798.No superseded survey control is available for this station.
 DE7798
 DE7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4855464987(NAD 83)
 DE7798_MARKER: Z = SEE DESCRIPTION
 DE7798_SETTING: 0 = UNSPECIFIED SETTING
 DE7798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7798+STABILITY: SURFACE MOTION
 DE7798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7798+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 DE7798
 DE7798  HISTORY     - Date     Condition        Report By
 DE7798  HISTORY     - 2001     MONUMENTED       TVGA
 DE7798  HISTORY     - 20010716 GOOD             TVGA
 DE7798  HISTORY     - 20031028 GOOD             CLOHAR
 DE7798
 DE7798                          STATION DESCRIPTION
 DE7798
 DE7798'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2001 (NWW)
 DE7798'STATION IS A PERMANENT ANTENNA MOUNT LOCATED ON THE CHAUTAUQUA CO.
 DE7798'DEPT. OF
 DE7798'PUBLIC FACILITES BUILDING IN FALCONER, NY.
 DE7798' 
 DE7798' 
 DE7798' 
 DE7798'
 DE7798
 DE7798                          STATION RECOVERY (2003)
 DE7798
 DE7798'RECOVERY NOTE BY CLOUGH HARBOUR AND ASSOCIATES 2003 (CL)
 DE7798'STATION IS AN ANTENNA MOUNT ONLY, IS ATTACHED TO THE ROOF OF THE DEPT.
 DE7798'OF PUBLIC FACILITIES BUILDING AND IS ACCESSIBLE FROM INSIDE THE
 DE7798'FACILITY.  CONTACT DPF AT 716/661-8400 FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2588 ***********************************************************************
 MZ2588  DESIGNATION -  CDA
 MZ2588  PID         -  MZ2588
 MZ2588  STATE/COUNTY-  NY/SARATOGA
 MZ2588  USGS QUAD   -  NISKAYUNA (1980)
 MZ2588
 MZ2588                         *CURRENT SURVEY CONTROL
 MZ2588  ___________________________________________________________________
 MZ2588* NAD 83(1996)-  42 49 07.81605(N)    073 46 31.54759(W)     ADJUSTED  
 MZ2588* NAVD 88     -        98.3    (meters)     323.     (feet)  VERTCON   
 MZ2588  ___________________________________________________________________
 MZ2588  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MZ2588  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MZ2588
 MZ2588  HORZ ORDER  -  SECOND
 MZ2588
 MZ2588.The horizontal coordinates were established by classical geodetic methods
 MZ2588.and adjusted by the National Geodetic Survey in January 1999..
 MZ2588
 MZ2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2588
 MZ2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2588
 MZ2588.The geoid height was determined by GEOID03.
 MZ2588
 MZ2588;                    North         East     Units Scale Factor Converg.
 MZ2588;SPC NY E     -   442,803.112   209,249.626   MT  0.99994317   +0 29 33.0
 MZ2588;SPC NY E     - 1,452,763.21    686,513.15   sFT  0.99994317   +0 29 33.0
 MZ2588;UTM  18      - 4,741,424.524   600,106.023   MT  0.99972329   +0 49 56.6
 MZ2588
 MZ2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2588!SPC NY E     -   0.99998949  x   0.99994317  =   0.99993266
 MZ2588!UTM  18      -   0.99998949  x   0.99972329  =   0.99971278
 MZ2588
 MZ2588:                Primary Azimuth Mark                     Grid Az
 MZ2588:SPC NY E     -  LAPP                                     008 19 08.0
 MZ2588:UTM  18      -  LAPP                                     007 58 44.4
 MZ2588
 MZ2588|---------------------------------------------------------------------|
 MZ2588| PID    Reference Object                     Distance      Geod. Az  |
 MZ2588|                                                           dddmmss.s |
 MZ2588| MZ2587 LAPP                                APPROX. 0.6 KM 0084841.0 |
 MZ2588| DA3208 CDA 1                                              2673705.5 |
 MZ2588|---------------------------------------------------------------------|
 MZ2588
 MZ2588                          SUPERSEDED SURVEY CONTROL
 MZ2588
 MZ2588  NAD 83(1996)-  42 49 07.81908(N)    073 46 31.54864(W) AD(       ) 2
 MZ2588  NAD 83(1996)-  42 49 07.81937(N)    073 46 31.54861(W) AD(       ) 2
 MZ2588  NAD 83(1992)-  42 49 07.81976(N)    073 46 31.54831(W) AD(       ) 2
 MZ2588  NAD 83(1992)-  42 49 07.81998(N)    073 46 31.54832(W) AD(       ) 2
 MZ2588  NAD 83(1986)-  42 49 07.82024(N)    073 46 31.54743(W) AD(       ) 2
 MZ2588  NAD 27      -  42 49 07.54263(N)    073 46 33.11693(W) AD(       ) 2
 MZ2588  NGVD 29 (07/19/86)   98.5    (m)          323.     (f) VERT ANG       
 MZ2588
 MZ2588.Superseded values are not recommended for survey control.
 MZ2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2588.See file dsdata.txt to determine how the superseded data were derived.
 MZ2588
 MZ2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0010641425(NAD 83)
 MZ2588_MARKER: DD = SURVEY DISK
 MZ2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2588
 MZ2588  HISTORY     - Date     Condition        Report By
 MZ2588  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2588  HISTORY     - 20010820 MARK NOT FOUND   USPSQD
 MZ2588  HISTORY     - 20020828 MARK NOT FOUND   USPSQD
 MZ2588  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2588  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2588
 MZ2588                          STATION DESCRIPTION
 MZ2588
 MZ2588'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2588'THE STATION IS LOCATED 2.5 MILES WEST OF CRESCENT, 3.0 MILES
 MZ2588'EAST NORTHEAST OF VISCHER FERRY, AND 3.0 MILES SOUTH OF CLIFTON
 MZ2588'PARK IN THE TOWNSHIP OF CLIFTON PARK.
 MZ2588'
 MZ2588'TO REACH THE STATION FROM THE JUNCTION OF EXIT 8 OF INTERSTATE
 MZ2588'87 AND COUNTY HIGHWAY 92 (CRESCENT ROAD) GO WEST ON COUNTY HIGHWAY
 MZ2588'92 FOR 0.30 MILE TO THE T-INTERSECTION OF LAPP ROAD ON RIGHT AND
 MZ2588'STATION ON LEFT.
 MZ2588'
 MZ2588'TO REACH AZIMUTH MARK, CDA-1 (SACGS), FROM THE STATION, GO WEST
 MZ2588'ON COUNTY HIGHWAY 92 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MZ2588'
 MZ2588'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2588'SURVEY STAMPED CDA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2588'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.8 FOOT BELOW THE
 MZ2588'GROUND.  IT IS LOCATED 19.0 FEET SOUTH OF THE CENTERLINE OF
 MZ2588'COUNTY HIGHWAY 92, 16.6 FEET EAST OF THE CENTERLINE OF LAPP ROAD
 MZ2588'EXTENDED, 80.1 FEET SOUTHWEST OF AN ARCO SIGN, 32.9 FEET WEST
 MZ2588'OF THE WEST RANGE LINE OF A HOUSE ON THE SOUTH SIDE OF COUNTY
 MZ2588'HIGHWAY 92, AND 12.0 FEET NORTH OF POLE NM 36.  THE
 MZ2588'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2588'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2588'
 MZ2588'AZIMUTH MARK, CDA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2588'COUNTY GEODETIC SURVEY STAMPED CDA-1.  IT IS SET IN THE TOP OF
 MZ2588'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 MZ2588'THE GROUND.  IT IS LOCATED 23.4 FEET NORTH OF THE CENTERLINE OF
 MZ2588'COUNTY HIGHWAY 92, 46.5 FEET SOUTHEAST OF A 28-INCH MAPLE TREE,
 MZ2588'43.7 FEET SOUTHEAST OF THE END POST OF A 4 FEET HIGH CHAIN LINK
 MZ2588'FENCE, AND 34.8 FEET SOUTHWEST OF A 24-INCH MAPLE TREE.
 MZ2588'
 MZ2588'HEIGHT OF LIGHT ABOVE STATION MARK 0.98 METER.
 MZ2588
 MZ2588                          STATION RECOVERY (2001)
 MZ2588
 MZ2588'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2588'LOCATION OF MARK IS A MACADAM DIVIDER FOR A TURN LANE
 MZ2588
 MZ2588                          STATION RECOVERY (2002)
 MZ2588
 MZ2588'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2588' 
 MZ2588' 
 MZ2588' 
 MZ2588' 
 MZ2588
 MZ2588                          STATION RECOVERY (2004)
 MZ2588
 MZ2588'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2588'MARK NOT FOUND.
 MZ2588
 MZ2588                          STATION RECOVERY (2005)
 MZ2588
 MZ2588'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2591 ***********************************************************************
 MZ2591  DESIGNATION -  CDB
 MZ2591  PID         -  MZ2591
 MZ2591  STATE/COUNTY-  NY/SARATOGA
 MZ2591  USGS QUAD   -  NISKAYUNA (1980)
 MZ2591
 MZ2591                         *CURRENT SURVEY CONTROL
 MZ2591  ___________________________________________________________________
 MZ2591* NAD 83(1996)-  42 49 11.03173(N)    073 46 07.96548(W)     ADJUSTED  
 MZ2591* NAVD 88     -        96.0    (meters)     315.     (feet)  VERTCON   
 MZ2591  ___________________________________________________________________
 MZ2591  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 MZ2591  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 MZ2591
 MZ2591  HORZ ORDER  -  SECOND
 MZ2591
 MZ2591.The horizontal coordinates were established by classical geodetic methods
 MZ2591.and adjusted by the National Geodetic Survey in January 1999..
 MZ2591
 MZ2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2591
 MZ2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2591
 MZ2591.The geoid height was determined by GEOID03.
 MZ2591
 MZ2591;                    North         East     Units Scale Factor Converg.
 MZ2591;SPC NY E     -   442,906.958   209,784.423   MT  0.99994396   +0 29 49.0
 MZ2591;SPC NY E     - 1,453,103.91    688,267.73   sFT  0.99994396   +0 29 49.0
 MZ2591;UTM  18      - 4,741,531.517   600,640.077   MT  0.99972460   +0 50 12.7
 MZ2591
 MZ2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2591!SPC NY E     -   0.99998985  x   0.99994396  =   0.99993381
 MZ2591!UTM  18      -   0.99998985  x   0.99972460  =   0.99971445
 MZ2591
 MZ2591:                Primary Azimuth Mark                     Grid Az
 MZ2591:SPC NY E     -  CDB 1                                    083 42 34.5
 MZ2591:UTM  18      -  CDB 1                                    083 22 10.8
 MZ2591
 MZ2591|---------------------------------------------------------------------|
 MZ2591| PID    Reference Object                     Distance      Geod. Az  |
 MZ2591|                                                           dddmmss.s |
 MZ2591| DA3209 CDB 1                                              0841223.5 |
 MZ2591|---------------------------------------------------------------------|
 MZ2591
 MZ2591                          SUPERSEDED SURVEY CONTROL
 MZ2591
 MZ2591  NAD 83(1996)-  42 49 11.03473(N)    073 46 07.96652(W) AD(       ) 2
 MZ2591  NAD 83(1996)-  42 49 11.03503(N)    073 46 07.96649(W) AD(       ) 2
 MZ2591  NAD 83(1992)-  42 49 11.03542(N)    073 46 07.96619(W) AD(       ) 2
 MZ2591  NAD 83(1992)-  42 49 11.03564(N)    073 46 07.96620(W) AD(       ) 2
 MZ2591  NAD 83(1986)-  42 49 11.03592(N)    073 46 07.96532(W) AD(       ) 2
 MZ2591  NAD 27      -  42 49 10.75828(N)    073 46 09.53560(W) AD(       ) 2
 MZ2591  NGVD 29 (07/19/86)   96.2    (m)          316.     (f) VERT ANG       
 MZ2591
 MZ2591.Superseded values are not recommended for survey control.
 MZ2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2591.See file dsdata.txt to determine how the superseded data were derived.
 MZ2591
 MZ2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0064041532(NAD 83)
 MZ2591_MARKER: DD = SURVEY DISK
 MZ2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2591
 MZ2591  HISTORY     - Date     Condition        Report By
 MZ2591  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2591  HISTORY     - 20010820 MARK NOT FOUND   USPSQD
 MZ2591  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2591  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2591
 MZ2591                          STATION DESCRIPTION
 MZ2591
 MZ2591'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2591'THE STATION IS LOCATED 2.0 MILES WEST OF CRESCENT, 3.5 MILES
 MZ2591'NORTHEAST OF VISCHER FERRY, AND 3.0 MILES SOUTH OF CLIFTON PARK
 MZ2591'IN THE TOWNSHIP OF HALFMOON.
 MZ2591'
 MZ2591'THE STATION IS AT EXIT 8 OF INTERSTATE 87 (ADIRONDACK
 MZ2591'NORTHWAY).  IT IS LOCATED ON THE NORTHWEST CORNER OF COUNTY HIGHWAY
 MZ2591'92 (CRESCENT ROAD) AND THE SOUTHBOUND EXIT RAMP.
 MZ2591'
 MZ2591'TO REACH AZIMUTH MARK, CDB-1 (SACGS), FROM THE STATION GO
 MZ2591'EASTERLY ON COUNTY HIGHWAY 92 FOR 0.35 MILE TO THE MARK ON THE
 MZ2591'RIGHT.
 MZ2591'
 MZ2591'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2591'SURVEY MARKED CDB.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2591'CYLINDRICAL MONUMENT THAT IS 0.50 FOOT BELOW THE GROUND.  IT
 MZ2591'IS LOCATED 24.0 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 MZ2591'92, 39.5 FEET WEST OF THE CENTERLINE OF EXIT 8 SOUTHBOUND RAMP,
 MZ2591'49.2 FEET SOUTHEAST OF POLE NM 30 1/2, 52.0 FEET SOUTHEAST OF A
 MZ2591'10-INCH DOUBLE POPLAR TREE AND 7.8 FEET SOUTHWEST OF THE SOUTH
 MZ2591'END OF A ONE WAY SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP
 MZ2591'OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2591'
 MZ2591'AZIMUTH MARK, CDB-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2591'GEODETIC SURVEY STAMPED CDB-1.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2591'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2591'SURFACE.  IT IS LOCATED 21.6 FEET SOUTH OF THE CENTERLINE OF
 MZ2591'COUNTY HIGHWAY 92, 73.0 FEET SOUTHWEST OF POLE NM 27, 33.1 FEET
 MZ2591'NORTHWEST OF THE WEST RANGE LINE OF A WHITE WOOD FRAME HOUSE,
 MZ2591'LOCATED 400 + OR - FEET SOUTH OF CRESCENT ROAD, AND 66.9 FEET
 MZ2591'SOUTHEAST OF A 24-INCH MAPLE TREE.
 MZ2591'
 MZ2591'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 MZ2591
 MZ2591                          STATION RECOVERY (2001)
 MZ2591
 MZ2591'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2591'ROCKS ADDED AT LOCATION TO SHORE UP EMBANKMENT
 MZ2591
 MZ2591                          STATION RECOVERY (2004)
 MZ2591
 MZ2591'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2591'MARK NOT FOUND.
 MZ2591
 MZ2591                          STATION RECOVERY (2005)
 MZ2591
 MZ2591'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2604 ***********************************************************************
 MZ2604  DESIGNATION -  CEA
 MZ2604  PID         -  MZ2604
 MZ2604  STATE/COUNTY-  NY/SARATOGA
 MZ2604  USGS QUAD   -  SCHENECTADY (1980)
 MZ2604
 MZ2604                         *CURRENT SURVEY CONTROL
 MZ2604  ___________________________________________________________________
 MZ2604* NAD 83(1996)-  42 50 52.58571(N)    073 52 38.47585(W)     ADJUSTED  
 MZ2604* NAVD 88     -        98.9    (meters)     324.     (feet)  VERTCON   
 MZ2604  ___________________________________________________________________
 MZ2604  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MZ2604  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ2604
 MZ2604  HORZ ORDER  -  SECOND
 MZ2604
 MZ2604.The horizontal coordinates were established by classical geodetic methods
 MZ2604.and adjusted by the National Geodetic Survey in January 1999..
 MZ2604
 MZ2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2604
 MZ2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2604
 MZ2604.The geoid height was determined by GEOID03.
 MZ2604
 MZ2604;                    North         East     Units Scale Factor Converg.
 MZ2604;SPC NY E     -   445,969.203   200,891.131   MT  0.99993185   +0 25 24.4
 MZ2604;SPC NY E     - 1,463,150.63    659,090.32   sFT  0.99993185   +0 25 24.4
 MZ2604;UTM  18      - 4,744,540.262   591,730.766   MT  0.99970352   +0 45 48.6
 MZ2604
 MZ2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2604!SPC NY E     -   0.99998938  x   0.99993185  =   0.99992123
 MZ2604!UTM  18      -   0.99998938  x   0.99970352  =   0.99969291
 MZ2604
 MZ2604|---------------------------------------------------------------------|
 MZ2604| PID    Reference Object                     Distance      Geod. Az  |
 MZ2604|                                                           dddmmss.s |
 MZ2604| MZ2603 CEA A                                 8.133 METERS 12917     |
 MZ2604| DA3218 CFA 1                                              1541243.7 |
 MZ2604| DA3219 CFA 2                                              3382846.0 |
 MZ2604|---------------------------------------------------------------------|
 MZ2604
 MZ2604                          SUPERSEDED SURVEY CONTROL
 MZ2604
 MZ2604  NAD 83(1996)-  42 50 52.58936(N)    073 52 38.47682(W) AD(       ) 2
 MZ2604  NAD 83(1992)-  42 50 52.58988(N)    073 52 38.47655(W) AD(       ) 2
 MZ2604  NAD 83(1986)-  42 50 52.58999(N)    073 52 38.47569(W) AD(       ) 2
 MZ2604  NAD 27      -  42 50 52.31429(N)    073 52 40.03355(W) AD(       ) 2
 MZ2604  NGVD 29 (07/19/86)   99.1    (m)          325.     (f) VERT ANG       
 MZ2604
 MZ2604.Superseded values are not recommended for survey control.
 MZ2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2604.See file dsdata.txt to determine how the superseded data were derived.
 MZ2604
 MZ2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9173144540(NAD 83)
 MZ2604_MARKER: DD = SURVEY DISK
 MZ2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2604
 MZ2604  HISTORY     - Date     Condition        Report By
 MZ2604  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2604  HISTORY     - 19950423 GOOD             USPSQD
 MZ2604  HISTORY     - 20030710 MARK NOT FOUND   USPSQD
 MZ2604  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 MZ2604  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 MZ2604
 MZ2604                          STATION DESCRIPTION
 MZ2604
 MZ2604'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2604'THE STATION IS LOCATED 0.50 MILE SOUTHEAST OF REXFORD, 2.0 MILES
 MZ2604'NORTHWEST OF GROOMS CORNERS, AND 4.5 MILES SOUTH OF BALLSTON LAKE,
 MZ2604'IN THE TOWNSHIP OF CLIFTON PARK.
 MZ2604'
 MZ2604'TO REACH THE STATION FROM THE NORTH END OF THE HIGHWAY 146 BRIDGE
 MZ2604'OVER THE MOHAWK RIVER, GO NORTH ON STATE HIGHWAY 146 FOR 0.35 MILE
 MZ2604'TO THE INTERSECTION OF COUNTY HIGHWAYS 88 AND 91.  TURN RIGHT AND
 MZ2604'GO SOUTHEAST ON COUNTY HIGHWAY 91 (RIVER VIEW ROAD) FOR 0.60 MILE
 MZ2604'TO AZIMUTH MARK, CEA-2 (SACGS), ON LEFT.  CONTINUE SOUTHEAST ON
 MZ2604'COUNTY HIGHWAY 91 FOR 0.20 MILE TO STATION ON LEFT.
 MZ2604'
 MZ2604'TO REACH AZIMUTH MARK, CEA-1 (SACGS), FROM THE STATION, GO
 MZ2604'SOUTHEAST ON COUNTY HIGHWAY 91 FOR 0.20 MILE TO MARK ON LEFT.
 MZ2604'
 MZ2604'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2604'SURVEY STAMPED CEA.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2604'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2604'GROUND.  IT IS LOCATED 28.7 FEET SOUTH OF A 10-INCH MAPLE TREE ON
 MZ2604'THE NORTHEAST SIDE OF COUNTY HIGHWAY 91, 40.8 FEET NORTHEAST OF
 MZ2604'POLE 21, NYT 29, 61.0 FEET NORTHEAST OF A 10-INCH DOUBLE OAK
 MZ2604'TREE, BOTH ON THE SOUTHWEST SIDE OF COUNTY HIGHWAY 91, AND 20.1
 MZ2604'FEET NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY 91.  THE
 MZ2604'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MZ2604'CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2604'
 MZ2604'AZIMUTH MARK, CEA-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2604'GEODETIC SURVEY STAMPED CEA-1.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2604'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2604'GROUND.  IT IS LOCATED 93.0 FEET NORTHEAST OF A 30-INCH WHITE OAK
 MZ2604'TREE ON THE WEST SIDE OF COUNTY HIGHWAY 91, 25.4 FEET SOUTH OF
 MZ2604'POLE NH 27, NYT 35, 6.6 FEET NORTHWEST OF A 9-INCH CHERRY TREE,
 MZ2604'BOTH ON THE EAST SIDE OF COUNTY HIGHWAY 91 AND 13.0 FEET EAST OF
 MZ2604'THE CENTERLINE OF COUNTY HIGHWAY 91.
 MZ2604'
 MZ2604'AZIMUTH MARK, CEA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2604'COUNTY GEODETIC SURVEY STAMPED CEA-2.  IT IS SET IN THE TOP OF A
 MZ2604'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2604'GROUND.  IT IS LOCATED 38.4 FEET SOUTHEAST OF A 6-INCH CEDAR TREE,
 MZ2604'42.3 FEET NORTHWEST OF A 36-INCH OAK TREE, 5.6 FEET WEST OF POLE
 MZ2604'NYP AND E PE 26, ALL ON THE NORTHEAST SIDE OF COUNTY HIGHWAY 91,
 MZ2604'AND 13.8 FEET NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY 91.
 MZ2604'
 MZ2604'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 MZ2604
 MZ2604                          STATION RECOVERY (1995)
 MZ2604
 MZ2604'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ2604'RECOVERED IN GOOD CONDITION.
 MZ2604
 MZ2604                          STATION RECOVERY (2003)
 MZ2604
 MZ2604'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2604'MARK NOT FOUND.
 MZ2604
 MZ2604                          STATION RECOVERY (2004)
 MZ2604
 MZ2604'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2604'MARK NOT FOUND.
 MZ2604
 MZ2604                          STATION RECOVERY (2005)
 MZ2604
 MZ2604'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2594 ***********************************************************************
 MZ2594  DESIGNATION -  CEB
 MZ2594  PID         -  MZ2594
 MZ2594  STATE/COUNTY-  NY/SARATOGA
 MZ2594  USGS QUAD   -  NISKAYUNA (1980)
 MZ2594
 MZ2594                         *CURRENT SURVEY CONTROL
 MZ2594  ___________________________________________________________________
 MZ2594* NAD 83(1996)-  42 52 10.60300(N)    073 50 25.10740(W)     ADJUSTED  
 MZ2594* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 MZ2594  ___________________________________________________________________
 MZ2594  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MZ2594  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MZ2594
 MZ2594  HORZ ORDER  -  SECOND
 MZ2594
 MZ2594.The horizontal coordinates were established by classical geodetic methods
 MZ2594.and adjusted by the National Geodetic Survey in January 1999..
 MZ2594
 MZ2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2594
 MZ2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2594
 MZ2594.The geoid height was determined by GEOID03.
 MZ2594
 MZ2594;                    North         East     Units Scale Factor Converg.
 MZ2594;SPC NY E     -   448,399.502   203,900.259   MT  0.99993573   +0 26 55.8
 MZ2594;SPC NY E     - 1,471,124.03    668,962.77   sFT  0.99993573   +0 26 55.8
 MZ2594;UTM  18      - 4,746,987.827   594,724.734   MT  0.99971039   +0 47 20.5
 MZ2594
 MZ2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2594!SPC NY E     -   0.99998784  x   0.99993573  =   0.99992357
 MZ2594!UTM  18      -   0.99998784  x   0.99971039  =   0.99969824
 MZ2594
 MZ2594|---------------------------------------------------------------------|
 MZ2594| PID    Reference Object                     Distance      Geod. Az  |
 MZ2594|                                                           dddmmss.s |
 MZ2594| MZ2595 CEB A                                10.145 METERS 03710     |
 MZ2594| DA3211 CEB 2                                              0933933.2 |
 MZ2594| DA3210 CEB 1                                              2615939.4 |
 MZ2594|---------------------------------------------------------------------|
 MZ2594
 MZ2594                          SUPERSEDED SURVEY CONTROL
 MZ2594
 MZ2594  NAD 83(1996)-  42 52 10.60632(N)    073 50 25.10812(W) AD(       ) 2
 MZ2594  NAD 83(1996)-  42 52 10.60650(N)    073 50 25.10822(W) AD(       ) 2
 MZ2594  NAD 83(1992)-  42 52 10.60691(N)    073 50 25.10791(W) AD(       ) 2
 MZ2594  NAD 83(1992)-  42 52 10.60705(N)    073 50 25.10799(W) AD(       ) 2
 MZ2594  NAD 83(1986)-  42 52 10.60723(N)    073 50 25.10727(W) AD(       ) 2
 MZ2594  NAD 27      -  42 52 10.33184(N)    073 50 26.66922(W) AD(       ) 2
 MZ2594  NGVD 29 (07/19/86)  108.9    (m)          357.     (f) VERT ANG       
 MZ2594
 MZ2594.Superseded values are not recommended for survey control.
 MZ2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2594.See file dsdata.txt to determine how the superseded data were derived.
 MZ2594
 MZ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9472546988(NAD 83)
 MZ2594_MARKER: DD = SURVEY DISK
 MZ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2594+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 MZ2594
 MZ2594  HISTORY     - Date     Condition        Report By
 MZ2594  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2594  HISTORY     - 19960922 GOOD             USPSQD
 MZ2594  HISTORY     - 20010625 GOOD             USPSQD
 MZ2594  HISTORY     - 20020628 GOOD             USPSQD
 MZ2594  HISTORY     - 20030705 GOOD             USPSQD
 MZ2594  HISTORY     - 20040706 GOOD             USPSQD
 MZ2594  HISTORY     - 20050707 GOOD             USPSQD
 MZ2594  HISTORY     - 20060825 GOOD             USPSQD
 MZ2594
 MZ2594                          STATION DESCRIPTION
 MZ2594
 MZ2594'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2594'THE STATION IS LOCATED 2.5 MILES NORTH OF GROOMS CORNERS, 2.5
 MZ2594'MILES NORTHEAST OF REXFORD, AND 3.0 MILES SOUTHWEST OF JONESVILLE
 MZ2594'IN THE TOWNSHIP OF CLIFTON PARK.
 MZ2594'
 MZ2594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND
 MZ2594'146A, GO WEST ON STATE HIGHWAY 146 FOR 0.70 MILE TO AZIMUTH MARK,
 MZ2594'CEB-2 (SACGS), ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 146
 MZ2594'FOR 0.25 MILE TO STATION ON RIGHT.
 MZ2594'
 MZ2594'TO REACH AZIMUTH MARK, CEB-1 (SACGS), FROM THE STATION, GO WEST
 MZ2594'ON STATE HIGHWAY 146 FOR 0.75 MILE TO MARK ON LEFT.
 MZ2594'
 MZ2594'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2594'SURVEY STAMPED CEB.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2594'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2594'GROUND.  IT IS LOCATED 43.3 FEET SOUTHWEST OF POLE NM 90, 181.0
 MZ2594'FEET EAST OF POLE (UNMARKED), 13.0 FEET SOUTH OF A TELEPHONE
 MZ2594'JUNCTION BOX ALL ON THE NORTH SIDE OF STATE HIGHWAY 146, 47.5
 MZ2594'FEET EAST OF THE CENTERLINE OF ENTRANCE ROAD TO SYSTOMATION INC.,
 MZ2594'AND 26.7 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 146.
 MZ2594'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 MZ2594'OF CONCRETE 48 INCHES BELOW THE GROUND.
 MZ2594'
 MZ2594'AZIMUTH MARK, CEB-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2594'GEODETIC SURVEY STAMPED CEB-1.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2594'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2594'GROUND.  IT IS LOCATED 114.7 FEET SOUTHWEST OF 32-INCH MAPLE TREE
 MZ2594'ON THE NORTH SIDE OF STATE HIGHWAY 146, 137.6 FEET WEST OF POLE NM
 MZ2594'75 1/2, 8.6 FEET NORTHEAST OF A CORNER FENCE POST, BOTH ON THE
 MZ2594'SOUTH SIDE OF STATE HIGHWAY 146, AND 18.6 FEET SOUTH OF THE
 MZ2594'CENTERLINE OF STATE HIGHWAY 146.
 MZ2594'
 MZ2594'AZIMUTH MARK, CEB-2 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 MZ2594'GEODETIC SURVEY STAMPED CEB-2.  IT IS SET IN THE TOP OF A 12-INCH
 MZ2594'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2594'GROUND.  IT IS LOCATED 116.0 FEET WEST OF POLE (UNMARKED) ON THE
 MZ2594'SOUTH SIDE OF STATE HIGHWAY 146, 149.0 FEET SOUTHEAST OF POLE
 MZ2594'NM 96, NYT 16, 107.5 FEET SOUTHEAST OF A 30-INCH OAK TREE, BOTH
 MZ2594'ON THE NORTH SIDE OF STATE HIGHWAY 146 AND 22.0 FEET SOUTH OF
 MZ2594'THE CENTERLINE OF STATE HIGHWAY 146.
 MZ2594'
 MZ2594'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 MZ2594
 MZ2594                          STATION RECOVERY (1996)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 1996
 MZ2594'RECOVERED IN GOOD CONDITION.
 MZ2594
 MZ2594                          STATION RECOVERY (2001)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2594'COMPLEX NOW CALLED 21ST CENTURY PARK INSTEAD OF SYSTOMATION.
 MZ2594
 MZ2594                          STATION RECOVERY (2002)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2594'RECOVERED IN GOOD CONDITION.
 MZ2594
 MZ2594                          STATION RECOVERY (2003)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2594'RECOVERED IN GOOD CONDITION.
 MZ2594
 MZ2594                          STATION RECOVERY (2004)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2594'RECOVERED IN GOOD CONDITION.
 MZ2594
 MZ2594                          STATION RECOVERY (2005)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2594'RECOVERED IN GOOD CONDITION.
 MZ2594
 MZ2594                          STATION RECOVERY (2006)
 MZ2594
 MZ2594'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2589 ***********************************************************************
 MZ2589  DESIGNATION -  CEC
 MZ2589  PID         -  MZ2589
 MZ2589  STATE/COUNTY-  NY/SARATOGA
 MZ2589  USGS QUAD   -  NISKAYUNA (1980)
 MZ2589
 MZ2589                         *CURRENT SURVEY CONTROL
 MZ2589  ___________________________________________________________________
 MZ2589* NAD 83(1996)-  42 50 25.72475(N)    073 50 31.35400(W)     ADJUSTED  
 MZ2589* NAVD 88     -       101.7    (meters)     334.     (feet)  VERTCON   
 MZ2589  ___________________________________________________________________
 MZ2589  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MZ2589  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MZ2589
 MZ2589  HORZ ORDER  -  SECOND
 MZ2589
 MZ2589.The horizontal coordinates were established by classical geodetic methods
 MZ2589.and adjusted by the National Geodetic Survey in January 1999..
 MZ2589
 MZ2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2589
 MZ2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2589
 MZ2589.The geoid height was determined by GEOID03.
 MZ2589
 MZ2589;                    North         East     Units Scale Factor Converg.
 MZ2589;SPC NY E     -   445,162.335   203,783.763   MT  0.99993558   +0 26 50.6
 MZ2589;SPC NY E     - 1,460,503.43    668,580.56   sFT  0.99993558   +0 26 50.6
 MZ2589;UTM  18      - 4,743,750.755   594,627.478   MT  0.99971016   +0 47 14.7
 MZ2589
 MZ2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2589!SPC NY E     -   0.99998895  x   0.99993558  =   0.99992453
 MZ2589!UTM  18      -   0.99998895  x   0.99971016  =   0.99969911
 MZ2589
 MZ2589:                Primary Azimuth Mark                     Grid Az
 MZ2589:SPC NY E     -  CEB 2                                    021 37 09.5
 MZ2589:UTM  18      -  CEB 2                                    021 16 45.4
 MZ2589
 MZ2589|---------------------------------------------------------------------|
 MZ2589| PID    Reference Object                     Distance      Geod. Az  |
 MZ2589|                                                           dddmmss.s |
 MZ2589| DA3211 CEB 2                                              0220400.1 |
 MZ2589| DA3212 CEC 1                                              1942157.9 |
 MZ2589| MZ2586 CEC A                                 9.926 METERS 33856     |
 MZ2589|---------------------------------------------------------------------|
 MZ2589
 MZ2589                          SUPERSEDED SURVEY CONTROL
 MZ2589
 MZ2589  NAD 83(1996)-  42 50 25.72808(N)    073 50 31.35511(W) AD(       ) 2
 MZ2589  NAD 83(1996)-  42 50 25.72826(N)    073 50 31.35502(W) AD(       ) 2
 MZ2589  NAD 83(1992)-  42 50 25.72867(N)    073 50 31.35480(W) AD(       ) 2
 MZ2589  NAD 83(1992)-  42 50 25.72881(N)    073 50 31.35473(W) AD(       ) 2
 MZ2589  NAD 83(1986)-  42 50 25.72896(N)    073 50 31.35389(W) AD(       ) 2
 MZ2589  NAD 27      -  42 50 25.45278(N)    073 50 32.91611(W) AD(       ) 2
 MZ2589  NGVD 29 (07/19/86)  101.9    (m)          334.     (f) VERT ANG       
 MZ2589
 MZ2589.Superseded values are not recommended for survey control.
 MZ2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2589.See file dsdata.txt to determine how the superseded data were derived.
 MZ2589
 MZ2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9462743751(NAD 83)
 MZ2589_MARKER: DD = SURVEY DISK
 MZ2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2589+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 MZ2589
 MZ2589  HISTORY     - Date     Condition        Report By
 MZ2589  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2589  HISTORY     - 19960922 GOOD             USPSQD
 MZ2589  HISTORY     - 20010625 MARK NOT FOUND   USPSQD
 MZ2589  HISTORY     - 20020628 GOOD             USPSQD
 MZ2589  HISTORY     - 20030705 GOOD             USPSQD
 MZ2589  HISTORY     - 20040710 GOOD             USPSQD
 MZ2589  HISTORY     - 20050711 GOOD             USPSQD
 MZ2589  HISTORY     - 20060825 GOOD             USPSQD
 MZ2589
 MZ2589                          STATION DESCRIPTION
 MZ2589
 MZ2589'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2589'THE STATION IS LOCATED 0.50 MILE NORTH OF GROOMS CORNERS, 2.5
 MZ2589'MILES SOUTHEAST OF REXFORD, AND 4.0 MILES SOUTHWEST OF ELNORA IN
 MZ2589'THE TOWNSHIP OF CLIFTON PARK.
 MZ2589'
 MZ2589'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND
 MZ2589'146A, GO WEST ON STATE HIGHWAY 146 FOR 0.90 MILE TO THE
 MZ2589'INTERSECTION OF MILLER ROAD AND TANNER ROAD.  TURN LEFT AND GO
 MZ2589'SOUTH ON MILLER ROAD FOR 1.8 MILES TO AZIMUTH MARK, CEB-2 (SACGS),
 MZ2589'ON RIGHT.  CONTINUE SOUTH ON MILLER ROAD FOR 0.25 MILE TO
 MZ2589'STATION ON RIGHT.
 MZ2589'
 MZ2589'TO REACH AZIMUTH MARK, CEC-1 (SACGS), FROM THE STATION, GO SOUTH
 MZ2589'ON MILLER ROAD FOR 0.40 MILE TO INTERSECTION OF COUNTY HIGHWAY
 MZ2589'91 AND MARK ON RIGHT.
 MZ2589'
 MZ2589'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ2589'SURVEY STAMPED CEC.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 MZ2589'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 MZ2589'GROUND.  IT IS LOCATED 117.0 FEET NORTHEAST OF THE NORTHEAST END
 MZ2589'OF A CULVERT ON THE NORTHWEST SIDE OF MILLER ROAD, 94.2 FEET
 MZ2589'NORTHWEST OF A 4-INCH WHITE PINE TREE, 43.8 FEET WEST OF POLE
 MZ2589'NM 49, BOTH ON THE SOUTHEAST SIDE OF MILLER ROAD, AND 12.5 FEET
 MZ2589'NORTHWEST OF THE CENTERLINE OF MILLER ROAD.  THE UNDERGROUND
 MZ2589'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 MZ2589'INCHES BELOW THE GROUND.
 MZ2589'
 MZ2589'AZIMUTH MARK, CEC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2589'COUNTY GEODETIC SURVEY STAMPED CEC-1.  IT IS SET IN THE TOP OF A
 MZ2589'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ2589'GROUND.  IT IS LOCATED 12.7 FEET SOUTH OF A 30-INCH MAPLE TREE ON
 MZ2589'THE WEST SIDE OF MILLER ROAD, 70.6 FEET NORTHWEST OF POLE NM 76,
 MZ2589'050 NYT 95 ON THE EAST SIDE OF SUGAR HILL ROAD, 25.6 FEET NORTH
 MZ2589'OF THE CENTERLINE OF COUNTY HIGHWAY 91 (GROOMS ROAD) AND 19.6
 MZ2589'FEET WEST OF THE CENTERLINE OF MILLER ROAD.
 MZ2589'
 MZ2589'AZIMUTH MARK, CEC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ2589'COUNTY GEODETIC SURVEY STAMPED CEC-2.  IT IS SET IN THE TOP OF A
 MZ2589'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 MZ2589'THE GROUND.  IT IS LOCATED 96.7 FEET SOUTHWEST OF A POLE
 MZ2589'(UNMARKED), 86.0 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 61.7 FEET
 MZ2589'NORTHWEST OF A 14-INCH ELM TREE, ALL ON THE EAST SIDE OF MILLER
 MZ2589'ROAD, AND 14.4 FEET WEST OF THE CENTERLINE OF MILLER ROAD.
 MZ2589'
 MZ2589'HEIGHT OF LIGHT ABOVE STATION MARK 1.12 METERS.
 MZ2589
 MZ2589                          STATION RECOVERY (1996)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 1996
 MZ2589'RECOVERED IN GOOD CONDITION.
 MZ2589
 MZ2589                          STATION RECOVERY (2001)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2589'NEW DRIVEWAY BEING INSTALLED AT LOCATION.  MAY BE UNDER GRAVEL.
 MZ2589
 MZ2589                          STATION RECOVERY (2002)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2589'MARK IS 7 INCHES BELOW GRADE 3 FEET 8 INCHES EAST FROM NORTHWEST
 MZ2589'CORNER OF MAILBOX POST WITH MAILBOX NUMBER 316.
 MZ2589
 MZ2589                          STATION RECOVERY (2003)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2589'ROAD AND SHOULDER RESURFACED.  MARK IS NOW 18 INCHES BELOW GRADE.
 MZ2589' 
 MZ2589
 MZ2589                          STATION RECOVERY (2004)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2589'RECOVERED IN GOOD CONDITION.
 MZ2589
 MZ2589                          STATION RECOVERY (2005)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2589'RECOVERED IN GOOD CONDITION.
 MZ2589
 MZ2589                          STATION RECOVERY (2006)
 MZ2589
 MZ2589'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0103 ***********************************************************************
 PJ0103  DESIGNATION -  CEDAR
 PJ0103  PID         -  PJ0103
 PJ0103  STATE/COUNTY-  NY/JEFFERSON
 PJ0103  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0103
 PJ0103                         *CURRENT SURVEY CONTROL
 PJ0103  ___________________________________________________________________
 PJ0103* NAD 83(1986)-  44 12 01.     (N)    076 11 32.     (W)     SCALED    
 PJ0103* NAVD 88     -        99.208  (meters)     325.48   (feet)  ADJUSTED  
 PJ0103  ___________________________________________________________________
 PJ0103  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PJ0103  DYNAMIC HT  -          99.195 (meters)     325.44  (feet)  COMP
 PJ0103  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 PJ0103
 PJ0103  VERT ORDER  -  FIRST     CLASS 0
 PJ0103
 PJ0103.The horizontal coordinates were scaled from a topographic map and have
 PJ0103.an estimated accuracy of +/- 6 seconds.
 PJ0103
 PJ0103.The orthometric height was determined by differential leveling
 PJ0103.and adjusted by the National Geodetic Survey in June 1991..
 PJ0103
 PJ0103.The geoid height was determined by GEOID03.
 PJ0103
 PJ0103.The dynamic height is computed by dividing the NAVD 88
 PJ0103.geopotential number by the normal gravity value computed on the
 PJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0103.degrees latitude (g = 980.6199 gals.).
 PJ0103
 PJ0103.The modeled gravity was interpolated from observed gravity values.
 PJ0103
 PJ0103;                    North         East    Units  Estimated Accuracy
 PJ0103;SPC NY C     -   466,590.      281,260.      MT  (+/- 180 meters Scaled)
 PJ0103
 PJ0103                          SUPERSEDED SURVEY CONTROL
 PJ0103
 PJ0103  NGVD 29 (??/??/92)   99.35   (m)          326.0    (f) COMPUTED    1 0
 PJ0103
 PJ0103.Superseded values are not recommended for survey control.
 PJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0103.See file dsdata.txt to determine how the superseded data were derived.
 PJ0103
 PJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP047948(NAD 83)
 PJ0103_MARKER: Z = SEE DESCRIPTION
 PJ0103_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PJ0103+WITH SETTING: INTO GROUND
 PJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0103+STABILITY: SURFACE MOTION
 PJ0103
 PJ0103  HISTORY     - Date     Condition        Report By
 PJ0103  HISTORY     - UNK      MONUMENTED       CGS
 PJ0103  HISTORY     - 1968     GOOD             NGS
 PJ0103
 PJ0103                          STATION DESCRIPTION
 PJ0103
 PJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 PJ0103'9.1 MI NE FROM CAPE VINCENT.
 PJ0103'CEDAR BM IS IN JEFFERSON COUNTY, NEW YORK, APPROXIMATELY 9.1 MILES
 PJ0103'NORTHEAST OF INTERSECTION OF BROADWAY AND MARKET STREETS IN CAPE
 PJ0103'VINCENT, ON NORTHWEST SIDE OF HIGHWAY NO. 12E, 135.8 FEET
 PJ0103'NORTHWESTERLY OF WEST CORNER OF DOCTEURS STORE AND GAS STATION, 95.9
 PJ0103'FEET NORTHERLY OF UTILITY POLE, 70.7 FEET NORTH OF 8-INCH MAPLE,
 PJ0103'6.6 FEET SOUTHEAST OF SOUTHEAST FACE OF THE 3 X 5 X 10-FOOT STONE
 PJ0103'CEDAR POINT STATE PARK ENTRANCE SIGN, 1 FOOT BELOW THE GROUND
 PJ0103'SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON
 PJ0103'TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 16 FEET LONG. THE
 PJ0103'PIPE IS INCLOSED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS
 PJ0103'PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER 1/2 FOOT
 PJ0103'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4275 ***********************************************************************
 KU4275  DESIGNATION -  CEDAR
 KU4275  PID         -  KU4275
 KU4275  STATE/COUNTY-  NY/SUFFOLK
 KU4275  USGS QUAD   -  MATTITUCK (1956)
 KU4275
 KU4275                         *CURRENT SURVEY CONTROL
 KU4275  ___________________________________________________________________
 KU4275* NAD 83(1996)-  40 54 55.83871(N)    072 33 48.15580(W)     ADJUSTED  
 KU4275* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU4275  ___________________________________________________________________
 KU4275  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KU4275  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU4275
 KU4275  HORZ ORDER  -  THIRD
 KU4275
 KU4275.The horizontal coordinates were established by classical geodetic methods
 KU4275.and adjusted by the National Geodetic Survey in January 1999..
 KU4275
 KU4275.The orthometric height was scaled from a topographic map.
 KU4275
 KU4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4275
 KU4275.The geoid height was determined by GEOID03.
 KU4275
 KU4275;                    North         East     Units Scale Factor Converg.
 KU4275;SPC NY L     -    84,149.192   421,018.826   MT  0.99999555   +0 56 22.8
 KU4275;SPC NY L     -   276,079.47  1,381,292.60   sFT  0.99999555   +0 56 22.8
 KU4275;SPC CT       -   161,543.653   320,522.867   MT  1.00004093   +0 07 25.5
 KU4275;SPC CT       -   529,997.80  1,051,582.11   sFT  1.00004093   +0 07 25.5
 KU4275;UTM  18      - 4,532,236.581   705,194.123   MT  1.00011825   +1 35 47.1
 KU4275
 KU4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4275!SPC NY L     -   1.00000466  x   0.99999555  =   1.00000021
 KU4275!SPC CT       -   1.00000466  x   1.00004093  =   1.00004559
 KU4275!UTM  18      -   1.00000466  x   1.00011825  =   1.00012291
 KU4275
 KU4275:                Primary Azimuth Mark                     Grid Az
 KU4275:SPC NY L     -  LAUREL BUSHNELLS WATER TANK              011 43 13.7
 KU4275:SPC CT       -  LAUREL BUSHNELLS WATER TANK              012 32 11.0
 KU4275:UTM  18      -  LAUREL BUSHNELLS WATER TANK              011 03 49.4
 KU4275
 KU4275|---------------------------------------------------------------------|
 KU4275| PID    Reference Object                     Distance      Geod. Az  |
 KU4275|                                                           dddmmss.s |
 KU4275| KU4280 LAUREL BUSHNELLS WATER TANK         APPROX. 4.6 KM 0123936.5 |
 KU4275| KU4260 MATT                                APPROX. 8.3 KM 0264325.7 |
 KU4275| KU4276 USE 67 1915                          59.304 METERS 11657     |
 KU4275| CB8352 CEDAR RM 1                           23.526 METERS 14842     |
 KU4275| CB8353 CEDAR RM 2                           23.523 METERS 25223     |
 KU4275| KU4264 AQUEBOGUE CONG CHURCH SPIRE         APPROX. 6.0 KM 3051238.8 |
 KU4275| KU4273 JAMESPORT WEIR NURSERY CHIMNEY      APPROX. 4.4 KM 3410357.9 |
 KU4275|---------------------------------------------------------------------|
 KU4275
 KU4275                          SUPERSEDED SURVEY CONTROL
 KU4275
 KU4275  NAD 83(1996)-  40 54 55.83939(N)    072 33 48.15622(W) AD(       ) 3
 KU4275  NAD 83(1992)-  40 54 55.83815(N)    072 33 48.15577(W) AD(       ) 3
 KU4275  NAD 83(1986)-  40 54 55.84165(N)    072 33 48.16046(W) AD(       ) 3
 KU4275  NAD 27      -  40 54 55.47400(N)    072 33 49.84500(W) AD(       ) 3
 KU4275
 KU4275.Superseded values are not recommended for survey control.
 KU4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4275.See file dsdata.txt to determine how the superseded data were derived.
 KU4275
 KU4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0519432237(NAD 83)
 KU4275_MARKER: DS = TRIANGULATION STATION DISK
 KU4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4275+STABILITY: SURFACE MOTION
 KU4275
 KU4275  HISTORY     - Date     Condition        Report By
 KU4275  HISTORY     - 1933     MONUMENTED       CGS
 KU4275  HISTORY     - 1960     GOOD             CGS
 KU4275  HISTORY     - 1963     GOOD             CGS
 KU4275  HISTORY     - 20020417 GOOD             USPSQD
 KU4275
 KU4275                          STATION DESCRIPTION
 KU4275
 KU4275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4275'THIS STATION IS ABOUT 3 MILES NW OF THE TOWN OF HAMPTON BAYS, ON
 KU4275'THE SOUTHERN SHORE OF GREAT PECONIC BAY, AT THE BASE OF RED
 KU4275'CEDAR POINT.
 KU4275'
 KU4275'TO REACH THE STATION HEAD N FROM HAMPTON BAYS ON RED CREEK
 KU4275'ROAD.  CONTINUE ON THIS ROAD 3.5 MILES FROM STATE HIGHWAY 27.
 KU4275'BEAR RIGHT AT FORK.  CONTINUE 0.1 MILE, TURN RIGHT ON DIRT ROAD
 KU4275'BEARING SIGN TO RED CEDAR POINT.  CONTINUE 0.3 MILE AND STOP ON
 KU4275'THE BASE OF THE POINT.  THE STATION THEN LIES 5 METERS TO
 KU4275'THE WESTWARD.  THE STATION IS 30 METERS E OF HIGH WATER.  25
 KU4275'METERS W OF HIGH WATER.  AND 400 METERS NW OF THE ONLY HOUSE IN
 KU4275'THE VICINITY ON THE MAINLAND.  THE STATION IS MARKED WITH A
 KU4275'STANDARD DISK TRIANGULATION STATION MARK SET IN TOP OF A
 KU4275'FRUSTRUM OF A PYRAMID OF CONCRETE 12 BY 12 INCHES ON TOP, 18
 KU4275'BY 18 INCHES ON BOTTOM, 30 INCHES IN HEIGHT, PROJECTING 4
 KU4275'INCHES ABOVE THE SURFACE OF THE GROUND.  THE UNDER-SURFACE
 KU4275'MARK IS A STANDARD DISK TRIANGULATION STATION MARK SET IN
 KU4275'TOP OF A CONCRETE POST 6 INCHES IN DIAMETER, 10 INCHES IN
 KU4275'HEIGHT, AND 28 INCHES BELOW THE SURFACE OF THE GROUND.
 KU4275'
 KU4275'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KU4275'DISKS SET IN CONCRETE.
 KU4275'
 KU4275'REFERENCE MARK NO. 1 IS A STANDARD DISK REFERENCE MARK WITH
 KU4275'ARROW POINTING TOWARD THE STATION, SET IN TOP OF A CONCRETE
 KU4275'POST 6 INCHES IN DIAMETER AND 24 INCHES IN HEIGHT, PROJECTING
 KU4275'4 INCHES ABOVE THE SURFACE OF THE GROUND. AND IS 23.526 METERS
 KU4275'SE OF THE STATION.
 KU4275'
 KU4275'REFERENCE MARK NO. 2 IS A STANDARD DISK REFERENCE MARK WITH
 KU4275'ARROW POINTING TOWARD THE STATION SET IN TOP OF A CONCRETE
 KU4275'POST 6 INCHES IN DIAMETER, AND 24 INCHES IN HEIGHT PROJECTING
 KU4275'4 INCHES ABOVE THE SURFACE OF THE GROUND. AND IS 22.523 METERS
 KU4275'SW OF THE STATION.
 KU4275
 KU4275                          STATION RECOVERY (1960)
 KU4275
 KU4275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SBC)
 KU4275'STATION RECOVERED 6 INCHES BELOW SURFACE.  STATION IS 169.2
 KU4275'FEET EAST OF NORTH CORNER OF 8 FOOT PORCH ON NORTHWEST END
 KU4275'OF 16 X 24 FOOT HOUSE.  A 12 IN CEDAR STUMP, 6 INCHES HIGH
 KU4275'IS LOCATED 68 FEET SOUTHEAST OF THE EAST CORNER OF THE HOUSE
 KU4275'AND 55 FEET NORTHEAST OF L.I.L. POLE 22E.  STATION IS 150.0
 KU4275'FEET NORTHEAST OF THE 12 IN STUMP.
 KU4275'
 KU4275'R.M. NO 1 RECOVERD 14 INCHES BELOW SURFACE, 122.4 FEET EAST
 KU4275'OF NORTH CORNER OF 8 FOOT PORCH AND 73.6 FEET NORTHEAST OF
 KU4275'12 IN STUMP.
 KU4275'
 KU4275'R.M. NO. 2 RECOVERED 6 INCHES BELOW SURFACE, 149.9 FEET
 KU4275'NORTHEAST OF NORTH CORNER OF 8 FOOT PORCH AND 176.0 FEET
 KU4275'NORTH OF 12 INCH STUMP.
 KU4275
 KU4275                          STATION RECOVERY (1963)
 KU4275
 KU4275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 KU4275'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 KU4275'MARKS WERE NOT SEARCHED FOR, BUT THEY ARE PROBABLY COVERED BY
 KU4275'SAND AND GRASS.
 KU4275
 KU4275                          STATION RECOVERY (2002)
 KU4275
 KU4275'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU4275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2115 ***********************************************************************
 NA2115  DESIGNATION -  CEDAR
 NA2115  PID         -  NA2115
 NA2115  STATE/COUNTY-  NY/HERKIMER
 NA2115  USGS QUAD   -  MILLERS MILLS (1943)
 NA2115
 NA2115                         *CURRENT SURVEY CONTROL
 NA2115  ___________________________________________________________________
 NA2115* NAD 83(1996)-  42 56 22.51677(N)    075 05 29.39876(W)     ADJUSTED  
 NA2115* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 NA2115  ___________________________________________________________________
 NA2115  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 NA2115  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 NA2115
 NA2115  HORZ ORDER  -  THIRD
 NA2115
 NA2115.The horizontal coordinates were established by classical geodetic methods
 NA2115.and adjusted by the National Geodetic Survey in January 1999..
 NA2115
 NA2115.The orthometric height was scaled from a topographic map.
 NA2115
 NA2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2115
 NA2115.The geoid height was determined by GEOID03.
 NA2115
 NA2115;                    North         East     Units Scale Factor Converg.
 NA2115;SPC NY E     -   456,131.066   101,726.085   MT  0.99992866   -0 24 10.6
 NA2115;SPC NY E     - 1,496,490.01    333,746.33   sFT  0.99992866   -0 24 10.6
 NA2115;SPC NY C     -   327,539.111   371,758.074   MT  1.00011982   +1 00 59.0
 NA2115;SPC NY C     - 1,074,601.23  1,219,676.28   sFT  1.00011982   +1 00 59.0
 NA2115;UTM  18      - 4,754,110.241   492,534.711   MT  0.99960069   -0 03 44.4
 NA2115
 NA2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2115!SPC NY E     -   0.99992985  x   0.99992866  =   0.99985852
 NA2115!SPC NY C     -   0.99992985  x   1.00011982  =   1.00004966
 NA2115!UTM  18      -   0.99992985  x   0.99960069  =   0.99953057
 NA2115
 NA2115|---------------------------------------------------------------------|
 NA2115| PID    Reference Object                     Distance      Geod. Az  |
 NA2115|                                                           dddmmss.s |
 NA2115| AI7763 CEDAR RM 1                           19.368 METERS 03040     |
 NA2115| AI7765 CEDAR AZ MK                                        1811028.1 |
 NA2115| AI7764 CEDAR RM 2                           22.867 METERS 30256     |
 NA2115|---------------------------------------------------------------------|
 NA2115
 NA2115                          SUPERSEDED SURVEY CONTROL
 NA2115
 NA2115  NAD 83(1986)-  42 56 22.52033(N)    075 05 29.39878(W) AD(       ) 3
 NA2115  NAD 27      -  42 56 22.26700(N)    075 05 30.82500(W) AD(       ) 3
 NA2115
 NA2115.Superseded values are not recommended for survey control.
 NA2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2115.See file dsdata.txt to determine how the superseded data were derived.
 NA2115
 NA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN9253554110(NAD 83)
 NA2115_MARKER: DS = TRIANGULATION STATION DISK
 NA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2115_STAMPING: CEDAR 1942
 NA2115_MARK LOGO: CGS   
 NA2115_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA2115+STABILITY: SURFACE MOTION
 NA2115
 NA2115  HISTORY     - Date     Condition        Report By
 NA2115  HISTORY     - 1942     MONUMENTED       CGS
 NA2115  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NA2115  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NA2115  HISTORY     - 1975     GOOD             NGS
 NA2115  HISTORY     - 19820505 GOOD             NGS
 NA2115
 NA2115                          STATION DESCRIPTION
 NA2115
 NA2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2115'STATION IS LOCATED ABOUT 1 MILE ENE OF CEDARVILLE, ON A BARE
 NA2115'HILL IN A PASTURE LAND ON THE PROPERTY OF HARRY HOPKINS.  THE
 NA2115'MARK IS SET 4 FEET SSW OF A STANDARD REFERENCE POST AND IS
 NA2115'STAMPED CEDAR 1942.
 NA2115'
 NA2115'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2115'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2115'
 NA2115'REFERENCE MARK NO.1 IS 63.55 FEET N OF THE STATION.  THE MARK
 NA2115'IS STAMPED CEDAR NO.1 1942.
 NA2115'
 NA2115'REFERENCE MARK NO.2 IS 75.03 FEET W OF THE STATION.  THE MARK
 NA2115'IS STAMPED CEDAR NO.2 1942.
 NA2115'
 NA2115'THE AZIMUTH MARK IS 0.5 MILE SE OF THE STATION, 27 FEET W OF A
 NA2115'N-S DIRT ROAD, 57 FEET S OF A T-ROAD W, 7 FEET S OF A STANDARD
 NA2115'REFERENCE POST AND 1.0 FOOT E OF THE W RIGHT-OF-WAY FENCE
 NA2115'LINE.  THE MARK IS STAMPED CEDAR 1942.
 NA2115'
 NA2115'TO REACH THE STATION FROM HOPKINS GENERAL STORE IN CEDARVILLE,
 NA2115'GO E ON A MACADAM ROAD FOR 1.2 MILES, TAKE LEFT FORK AND GO
 NA2115'0.6 MILE ON A DIRT ROAD TO MR. HOPKINS HOUSE ON THE
 NA2115'RIGHT.  CONTINUE ABOUT 100 YARDS TO A GATE INTO A PASTURE FIELD
 NA2115'ON THE LEFT.  (FROM THIS GATE GO S ON THE DIRT ROAD FOR 0.5 MILE
 NA2115'TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND FOLLOW A DIM
 NA2115'FIELD ROAD TO THE TOP OF THE HILL, TURN LEFT THROUGH AN OLD
 NA2115'ROCK FENCE LINE AND CONTINUE ABOUT 100 YARDS TO THE TOP OF
 NA2115'HILL AND STATION.
 NA2115'
 NA2115'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA2115
 NA2115                          STATION RECOVERY (1958)
 NA2115
 NA2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NA2115'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 NA2115'CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.  DISTANCES TO AND
 NA2115'ANGLE BETWEEN REFERENCE MARKS CHECKED AND
 NA2115'VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 NA2115'FOLLOWING.  STATION IS 31.0 FEET NORTH OF A 8 INCH APPLE TREE,
 NA2115'REFERENCE MARK NO.1 IS 71.5 FEET NORTHWEST OF 8 INCH APPLE
 NA2115'TREE, AND REFERENCE MARK NO.2 IS 77.0 FEET SOUTH OF 10 INCH
 NA2115'ELM TREE.
 NA2115
 NA2115                          STATION RECOVERY (1974)
 NA2115
 NA2115'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NA2115'STATION MARK AND BOTH RMS WERE RECOVERED IN GOOD
 NA2115'CONDITION.  AZ. MARK WAS SEARCHED FOR BUT NOT FOUND.  STATION IS IN
 NA2115'OPEN FIELD AND VISIBILITY IS GOOD EXCEPT TO W AND NE WHERE
 NA2115'VISIBILITY IS PARTIALLY BLOCKED BY 6 FT. MAPLES.  ANGLES AND
 NA2115'DISTANCES WERE NOT CHECKED.
 NA2115'
 NA2115'STATION IS STD. DISK STAMPED CEDAR 1942, SET IN STD. CONCRETE
 NA2115'MONUMENT, PROJECTING 6 IN.  IT IS 11 FT. N OF LARGE BOULDER, 32
 NA2115'FT. NW OF 12 IN. STUMP, 5 FT. E OF A 2 IN. THORN APPLE WITH RED
 NA2115'CLOTH AND APPROX. 75 FT. SE OF RM 2.  WITNESS POST, WHICH HAD
 NA2115'BEEN 2 FT. NNE OF STATION, WAS FOUND LYING ON GROUND.
 NA2115'
 NA2115'RM 1 IS STD. DISK STAMPED CEDAR NO 1 1942 SET IN STD. CONCRETE
 NA2115'MONUMENT PROJECTING 6 IN.  IT IS 72 FT. NNE OF THE
 NA2115'12 IN. STUMP, APPROX. 64 FT. NE OF STATION AND 96 FT. ENE OF RM 2.
 NA2115'
 NA2115'RM 2 IS STD. DISK STAMPED CEDAR NO 2 1942 SET IN
 NA2115'STD. CONC. MONUMENT PROJECTING 6 IN.  IT IS APPROX. 75 FT. NW
 NA2115'OF STATION, 77 FT. SE OF A 12 IN. ELM AND 8 FT. SSW OF A LARGE
 NA2115'BOULDER.
 NA2115'
 NA2115'TO REACH STATION FROM CROSSROADS IN CEDARVILLE, GO E ON
 NA2115'MACADAM RD. (TOWARDS COLUMBIA CENTER) FOR 1.2 MI. TO A FORK
 NA2115'ON LEFT.  TAKE LEFT FORK AND GO NNE ON GAGE RD. FOR 0.6 MI. TO
 NA2115'A ROW OF MAPLES AND A ROCK FENCE LINE ON
 NA2115'LEFT.  (APPROX. 250 FT. FURTHER ALONG GAGE RD. IS THE 2 STORY
 NA2115'YELLOW FRAME HOUSE OF MR. IRVING C. KLINK).  FOLLOW THE MAPLE
 NA2115'ROW AND ROCK FENCE LINE AND TRACES OF OLD ROCK FENCE LINE FOR
 NA2115'0.25 MILES TO TOP OF HILL AND STATION.
 NA2115
 NA2115                          STATION RECOVERY (1975)
 NA2115
 NA2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NA2115'THE STATION IS LOCATED IN AN OPEN FIELD.  VIEW IS OPEN IN ALL
 NA2115'DIRECTIONS EXCEPT TO WEST AND NORTHEAST.
 NA2115'
 NA2115'TO REACH FROM CROSSROADS IN CEDARVILLE, GO EAST TOWEARDS COLUMBIA
 NA2115'CENTER FOR 1.2 MILES TO FORK.  TAKE LEFT FORK AND GO NNE ON GAGE ROAD
 NA2115'FOR 0.6 MILE TO A ROW OF MAPLES AND A ROCK FENCE ON LEFT ABOUT 250
 NA2115'FEET BEFORE YELLOW HOUSE OF MR. IRVING KLINK.  GO LEFT ALONG THE ROCK
 NA2115'FENCE FOR 0.25 MILE TO TOP OF HILL AND STATION.
 NA2115'
 NA2115'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED CEDAR
 NA2115'1942 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON SIDE
 NA2115'PROJECTING 6 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED 11 FEET
 NA2115'N OF LAGE BOULDER, 32 FEET NW OF A 12-INCH STUMP, 5 FEET E OF A
 NA2115'THORN-APPLE TREE.
 NA2115'
 NA2115'THE UNDERGROUND MARK IS A STANDRAD NATIONAL GEODETIC SURVEY DISK
 NA2115'STAMPED CEDAR 1942, SET INTO AN IRREGULAR MASS OF CONCETE 3 FEET BELOW
 NA2115'THE SURFACE.
 NA2115'
 NA2115'REFERENCE MARK NO 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NA2115'STAMPED CEDAR NO 1 1942 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 NA2115'12 INCHES ON SIDE PROJECTING 6 INCHES ABOVE THE GROUND, LOCATED
 NA2115'72 FEET NNE OF THE 12-INCH STUMP, 96 FEET ENE OF RM 2.
 NA2115'
 NA2115'REFERENCE MARK 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 NA2115'CEDAR NO 2 1942 SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 NA2115'INCHES ON SIDE PROJECTING 6 INCHES ABOVE THE GROUND.  THE STATION IS
 NA2115'LOCTED 77 FEET SE OF A LARGE ELM, 8 FEET SSW OF A LARGE BOULDER.
 NA2115'
 NA2115'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 NA2115
 NA2115                          STATION RECOVERY (1982)
 NA2115
 NA2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NA2115'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 NA2115'CONDITION.  REFERENCE MARK 1 WAS FOUND UP-ROOTED AND LAYING ON THE
 NA2115'GROUND AT THE STATION MARK.  MR. HATHAWAY HAD REMOVED IT FROM HIS
 NA2115'CULTIVATED FIELD.  THE MARK WAS RESET IN THE FENCE LINE AND USED AS
 NA2115'REFERENCE MARK 3.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. A
 NA2115'HOUSE WAS BUILT NEAR THE MARK AND THE MARK MAY HAVE BEEN DESTROYED
 NA2115'DURING CONSTRUCTION FOR THE DRIVEWAY.  AZIMUTH MARK 2 WAS ESTABLISHED
 NA2115'AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A HIGHER
 NA2115'VALUE OF 2 MINUTES AND 27 SECONDS WAS NOTED IN THE DIRECTION.  A NEW
 NA2115'DESCRIPTION FOLLOWS.
 NA2115'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST-NORTHEAST OF
 NA2115'CEDARVILLE AND ON A LOW BARE HILL.  OWNERSHIP--MR. JOHN HATHAWAY, RD
 NA2115'2, BOX 488, LLION,NEW YORK, 13357. TO REACH THE STATION FROM THE
 NA2115'CROSSROAD AT THE CEDARVILLE COUNTRY STORE IN CEDARVILLE, GO EAST ON
 NA2115'THE JORDANVILLE ROAD FOR 1.7 KM (1.05 MI) TO A FORK.  TAKE THIS LEFT
 NA2115'FORK AND GO NORTHEAST ON GAGE ROAD FOR 0.2 KM (0.10 MI) TO AZIMUTH
 NA2115'MARK 2 ON THE RIGHT.  CONTINUE NORTHEAST ON GAGE ROAD FOR 0.7 KM (0.45
 NA2115'MI) TO A FIELD ROAD ON THE LEFT, AT A STONE FENCE AND ROW OF MAPLE
 NA2115'TREES AND JUST SOUTHWEST OF MR.  HATHAWAYS HOUSE.  TURN LEFT AND GO
 NA2115'NORTHWEST ON THE FIELD ROAD FOR 0.2 KM (0.10 MI) TO A FENCE CORNER AND
 NA2115'END OF TRUCK TRAVEL.  PACK NORTHWEST, UPHILL FOR ABOUT 0.1 KM (0.05
 NA2115'MI) TO THE STATION.
 NA2115'STATION IS A STANDARD NGS DISK STAMPED--CEDAR 1942--, SET INTO THE TOP
 NA2115'OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 NA2115'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED 25.0 METERS
 NA2115'(82.0 FT) SOUTHEAST FROM A LARGE EXPOSED BOULDER AT REFERENCE MARK 2.
 NA2115'3.0 NORTH-NORTHWEST FROM A LARGE EXPOSED BOULDER 6 FEET (1.8 M)
 NA2115'SOUTHWEST OF THE WIRE FENCE. 0.9 METER (3.0 FT) WEST-SOUTHWEST FROM A
 NA2115'METAL WITNESS POST AND 0.6 METER (2.0 FT) SOUTHWEST FROM THE WIRE
 NA2115'FENCE.
 NA2115'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--CEDAR NO 2 1942--,
 NA2115'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NA2115'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED 23.8
 NA2115'METERS (78.1 FT) NORTHWEST FROM THE METAL WITNESS POST.  2.1 METERS
 NA2115'(6.9 FT) SOUTH-SOUTHEAST FROM A LARGE EXPOSED BOULDER.  0.5 METER (1.6
 NA2115'FT) SOUTHWEST FROM THE WIRE FENCE AND 0.5 METER (1.6 FT) LOWER THAN
 NA2115'THE STATION.
 NA2115'REFERENCE MARK NO 3 IS A STANDARD NGS DISK CEDAR 1942 NO 3 1982--, SET
 NA2115'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NA2115'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED 12.8
 NA2115'METERS (42.0 FT) SOUTHEAST FROM THE METAL WITNESS POST.  11.0 METERS
 NA2115'(36.1 FT) SOUTHEAST FROM A EXPOSED BOULDER 6 FEET (1.8 M) SOUTHWEST OF
 NA2115'THE FENCE.  0.5 METER (1.6 FT) SOUTHWEST FROM THE WIRE FENCE AND 0.6
 NA2115'METER (2.0 FT) LOWER THAN THE STATION.
 NA2115'AZIMUTH MARK NO 2 1982 IS A STANDARD NGS DISK STAMPED--CEDAR 1942 NO 2
 NA2115'1982--, SET IN THE TOP OF A 30 CM (12 INCH) CONCRETE MONUMENT THAT IS
 NA2115'FLUSH WITH THE GROUND.  IT IS 23.5 METERS (77.1 FT) SOUTHEAST OF THE
 NA2115'SOUTHEAST CORNER OF THE HOUSE, 5.9 METERS (19.4 FT) NORTHWEST OF
 NA2115'POWERLINE POLE NUMBER 983-2, 5.8 METERS (19.0 FT) SOUTHEAST OF THE
 NA2115'CENTER OF THE ROAD AND 1.2 METERS (3.9 FT) EAST OF SOUTH MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2151 ***********************************************************************
 NA2151  DESIGNATION -  CEDAR 1970
 NA2151  PID         -  NA2151
 NA2151  STATE/COUNTY-  NY/DELAWARE
 NA2151  USGS QUAD   -  FRANKLIN (1982)
 NA2151
 NA2151                         *CURRENT SURVEY CONTROL
 NA2151  ___________________________________________________________________
 NA2151* NAD 83(1996)-  42 21 42.25761(N)    075 14 50.48884(W)     ADJUSTED  
 NA2151* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 NA2151  ___________________________________________________________________
 NA2151  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 NA2151  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NA2151
 NA2151  HORZ ORDER  -  SECOND
 NA2151
 NA2151.The horizontal coordinates were established by classical geodetic methods
 NA2151.and adjusted by the National Geodetic Survey in January 1999..
 NA2151
 NA2151.The orthometric height was scaled from a topographic map.
 NA2151
 NA2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2151
 NA2151.The geoid height was determined by GEOID03.
 NA2151
 NA2151;                    North         East     Units Scale Factor Converg.
 NA2151;SPC NY E     -   392,047.293    88,438.739   MT  0.99994661   -0 30 12.9
 NA2151;SPC NY E     - 1,286,241.83    290,152.76   sFT  0.99994661   -0 30 12.9
 NA2151;UTM  18      - 4,689,970.503   479,630.825   MT  0.99960510   -0 10 00.0
 NA2151
 NA2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2151!SPC NY E     -   0.99992836  x   0.99994661  =   0.99987497
 NA2151!UTM  18      -   0.99992836  x   0.99960510  =   0.99953349
 NA2151
 NA2151:                Primary Azimuth Mark                     Grid Az
 NA2151:SPC NY E     -  SAND 1970                                285 31 55.2
 NA2151:UTM  18      -  SAND 1970                                285 11 42.3
 NA2151
 NA2151|---------------------------------------------------------------------|
 NA2151| PID    Reference Object                     Distance      Geod. Az  |
 NA2151|                                                           dddmmss.s |
 NA2151| NA2177 SAND 1970                           APPROX. 2.6 KM 2850142.3 |
 NA2151|---------------------------------------------------------------------|
 NA2151
 NA2151                          SUPERSEDED SURVEY CONTROL
 NA2151
 NA2151  NAD 83(1986)-  42 21 42.26254(N)    075 14 50.48996(W) AD(       ) 2
 NA2151  NAD 27      -  42 21 41.96861(N)    075 14 51.87209(W) AD(       ) 2
 NA2151
 NA2151.Superseded values are not recommended for survey control.
 NA2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2151.See file dsdata.txt to determine how the superseded data were derived.
 NA2151
 NA2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM7963189971(NAD 83)
 NA2151_MARKER: A = ALUMINUM MARKER
 NA2151_SETTING: 0 = UNSPECIFIED SETTING
 NA2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2151
 NA2151  HISTORY     - Date     Condition        Report By
 NA2151  HISTORY     - 1970     MONUMENTED       NYDT
 NA2151
 NA2151                          STATION DESCRIPTION
 NA2151
 NA2151'DESCRIBED BY NY DEPT OF TRANSP 1970 (EA)
 NA2151'THE STATION IS A PUNCH MARK IN THE TOP OF AN ALUMINUM CAP ON A
 NA2151'5/8 IN IRON PIN SET ABOUT 0.1 FT ABOVE THE GROUND AND STAMPED
 NA2151'ERDMAN AND ANTHONY.
 NA2151'
 NA2151'IT IS 103.16 FT SSW OF N AND R IN A 2 IN THORNAPPLE TREE, 17.57
 NA2151'FT NNW OF 1 FT PLUM TREE, 9.20 FT E OF 1 FT PLUM TREE,
 NA2151'3.1 FT SSE OF A WITNESS POST.
 NA2151'
 NA2151'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 NA2151'WELLS BRIDGE, OTSEGO CO., NEW YORK, PROCEED E ALONG NY ROUTE 7
 NA2151'0.05 MI TURN RIGHT ON DEL CO. RT. 44 AND GO 0.2 MI TO THE WILBER
 NA2151'FARM ON THE LEFT, THEN TURN LEFT AND FOLLOW FARM ROAD 0.25 MI,
 NA2151'THE WALK SW ABOUT 310 FT UPHILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1808 ***********************************************************************
 NA1808  DESIGNATION -  CEDAR AZ MK 2
 NA1808  PID         -  NA1808
 NA1808  STATE/COUNTY-  NY/HERKIMER
 NA1808  USGS QUAD   -  MILLERS MILLS (1943)
 NA1808
 NA1808                         *CURRENT SURVEY CONTROL
 NA1808  ___________________________________________________________________
 NA1808* NAD 83(1986)-  42 55 53.     (N)    075 05 32.     (W)     SCALED    
 NA1808* NAVD 88     -       459.09   (meters)    1506.2    (feet)  RESET     
 NA1808  ___________________________________________________________________
 NA1808  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NA1808
 NA1808  VERT ORDER  -  THIRD
 NA1808
 NA1808.The horizontal coordinates were scaled from a topographic map and have
 NA1808.an estimated accuracy of +/- 6 seconds.
 NA1808
 NA1808.The orthometric height was computed from unverified reset data.
 NA1808.No vertical observational check was made to the station.
 NA1808
 NA1808.The geoid height was determined by GEOID03.
 NA1808
 NA1808;                    North         East    Units  Estimated Accuracy
 NA1808;SPC NY E     -   455,220.      101,660.      MT  (+/- 180 meters Scaled)
 NA1808
 NA1808                          SUPERSEDED SURVEY CONTROL
 NA1808
 NA1808  NGVD 29 (09/01/04)  459.22   (m)         1506.6    (f) RESET       3  
 NA1808
 NA1808.Superseded values are not recommended for survey control.
 NA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1808.See file dsdata.txt to determine how the superseded data were derived.
 NA1808
 NA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN924532(NAD 83)
 NA1808_MARKER: DZ = AZIMUTH MARK DISK
 NA1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1808_STAMPING: CEDAR 1942 NO 2 1982
 NA1808_MARK LOGO: NGS   
 NA1808_PROJECTION: FLUSH
 NA1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1808+STABILITY: SURFACE MOTION
 NA1808
 NA1808  HISTORY     - Date     Condition        Report By
 NA1808  HISTORY     - 1982     MONUMENTED       NGS
 NA1808  HISTORY     - 19820621 GOOD             NGS
 NA1808
 NA1808                          STATION DESCRIPTION
 NA1808
 NA1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1808'1.9 KM (1.15 MI) ENE FROM CEDARVILLE.
 NA1808'1.7 KM (1.05 MI) EAST ALONG JORDANVILLE ROAD FROM THE CROSSROAD AT
 NA1808'THE CEDARVILLE COUNTRY STORE IN CEDARVILLE, TO A FORK AND BENCH
 NA1808'MARK D 293 1942, TAKE LEFT FORK AND GO NORTHEAST ON GAGE ROAD FOR
 NA1808'0.16 KM (0.1 MI) TO THE TOP OF HILL AND MARK ON THE RIGHT, 23.5 METERS
 NA1808'(77.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 5.9 METERS
 NA1808'(19.5 FT) NORTHWEST OF POWERLINE POLE NUMBER 983-2, 5.8 METERS (19.0)
 NA1808'SOUTHEAST OF THE CENTER OF A PAVED ROAD, AND 1.2 METERS (3.8 FT) EAST
 NA1808'OF THE SOUTH ONE OF TWO MAIL BOXES.
 NA1808
 NA1808                          STATION RECOVERY (1982)
 NA1808
 NA1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NA1808'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST-NORTHEAST OF
 NA1808'CEDARVILLE AND ON THE EAST RIGHT-OF-WAY FOR A COUNTY ROAD.  TO REACH
 NA1808'THE STATION FROM THE CROSSROAD AT THE CEDARVILLE COUNTRY STORE IN
 NA1808'CEDARVILLE, GO EAST ON THE JORDANVILLE ROAD FOR 1.7 KM (1.05 MI) FORK.
 NA1808'TAKE THE LEFT FORK AND GO NORTHEAST ON GAGE ROAD FOR 0.2 KM (0.10 MI)
 NA1808'TO THE TOP OF A HILL, A HOUSE ON THE LEFT AND THE MARK ON THE RIGHT,
 NA1808'AT TWO MAIL BOXES. THE MARK IS A STANDARD AZIMUTH DISK STAMPED--CEDAR
 NA1808'1942 NO 2 1982--. SET IN THE TOP OF A 30 CM (12 INCH) CONCRETE
 NA1808'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 23.5 METERS (77.1 FT)
 NA1808'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 5.9 METERS (19.4 FT)
 NA1808'NORTHWEST OF POWERLINE POLE NUMBER 983-2, 5.8 METERS (19.0 FT)
 NA1808'SOUTHEAST OF THE CENTER OF THE ROAD AND 1.2 METERS (3.9 FT) EAST OF
 NA1808'THE SOUTH MAIL BOX.  DESCRIBED BY ALFRED BAUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4462 ***********************************************************************
 LX4462  DESIGNATION -  CEDAR BLUFF RESET
 LX4462  PID         -  LX4462
 LX4462  STATE/COUNTY-  NY/ORANGE
 LX4462  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4462
 LX4462                         *CURRENT SURVEY CONTROL
 LX4462  ___________________________________________________________________
 LX4462* NAD 83(1996)-  41 35 05.39058(N)    073 57 34.49165(W)     ADJUSTED  
 LX4462* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4462  ___________________________________________________________________
 LX4462  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 LX4462  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LX4462
 LX4462  HORZ ORDER  -  THIRD
 LX4462
 LX4462.The horizontal coordinates were established by classical geodetic methods
 LX4462.and adjusted by the National Geodetic Survey in January 1999..
 LX4462
 LX4462.The orthometric height was scaled from a topographic map.
 LX4462
 LX4462.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4462
 LX4462.The geoid height was determined by GEOID03.
 LX4462
 LX4462;                    North         East     Units Scale Factor Converg.
 LX4462;SPC NY E     -   305,633.161   195,059.556   MT  0.99992498   +0 21 31.3
 LX4462;SPC NY E     - 1,002,731.46    639,957.89   sFT  0.99992498   +0 21 31.3
 LX4462;UTM  18      - 4,604,204.773   586,723.413   MT  0.99969255   +0 41 26.2
 LX4462
 LX4462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4462!SPC NY E     -   1.00000469  x   0.99992498  =   0.99992967
 LX4462!UTM  18      -   1.00000469  x   0.99969255  =   0.99969724
 LX4462
 LX4462:                Primary Azimuth Mark                     Grid Az
 LX4462:SPC NY E     -  AWFUL                                    003 31 15.9
 LX4462:UTM  18      -  AWFUL                                    003 11 21.0
 LX4462
 LX4462|---------------------------------------------------------------------|
 LX4462| PID    Reference Object                     Distance      Geod. Az  |
 LX4462|                                                           dddmmss.s |
 LX4462| LX4463 AWFUL                               APPROX. 0.5 KM 0035247.2 |
 LX4462| LX4470 N OF HOWLAND CRUSHER S GABLE        APPROX. 3.9 KM 0142820.6 |
 LX4462| LX4474 HOWLAND NYCR CO STACK               APPROX. 3.1 KM 0244106.2 |
 LX4462| LX1381 OLD TROY 2                          APPROX. 1.1 KM 1152727.4 |
 LX4462| LX4460 CASTLE PT US VET HOSP TANK          APPROX. 4.6 KM 1824415.2 |
 LX4462| CB3804 CEDAR BLUFF RM 1                     20.320 METERS 24022     |
 LX4462| CB3805 CEDAR BLUFF RM 2                     19.650 METERS 31615     |
 LX4462|---------------------------------------------------------------------|
 LX4462
 LX4462                          SUPERSEDED SURVEY CONTROL
 LX4462
 LX4462  NAD 83(1986)-  41 35 05.39244(N)    073 57 34.49373(W) AD(       ) 3
 LX4462  NAD 27      -  41 35 05.06100(N)    073 57 35.99500(W) AD(       ) 3
 LX4462
 LX4462.Superseded values are not recommended for survey control.
 LX4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4462.See file dsdata.txt to determine how the superseded data were derived.
 LX4462
 LX4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8672304205(NAD 83)
 LX4462
 LX4462  HISTORY     - Date     Condition        Report By
 LX4462  HISTORY     - 1933     MONUMENTED       CGS
 LX4462  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4462
 LX4462                          STATION DESCRIPTION
 LX4462
 LX4462'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4462'THIS STATION IS LOCATED ON THE W SHORE OF THE HUDSON RIVER ON
 LX4462'FIRST POINT S OF HAMPTON, NEW YORK BETWEEN WEST SHORE RAILROAD
 LX4462'AND HUDSON RIVER.  IT IS MARKED BY STANDARD DISK CEMENTED IN
 LX4462'DRILL HOLE IN ROCK.
 LX4462'
 LX4462'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN
 LX4462'ROCK CUT APPROXIMATELY 1 METER ABOVE SURFACE OF GROUND, ACROSS
 LX4462'RAILROAD TRACKS FROM STATION.  SKETCH BELOW SHOWS DETAILS OF
 LX4462'LOCALITY.
 LX4462'
 LX4462'UNABLE TO OCCUPY REFERENCE MARKS AS SAME ARE IN FACE OF CLIFF.
 LX4462'
 LX4462'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2547 ***********************************************************************
 MZ2547  DESIGNATION -  CEDAR HILL DIKE 6
 MZ2547  PID         -  MZ2547
 MZ2547  STATE/COUNTY-  NY/ALBANY
 MZ2547  USGS QUAD   -  DELMAR (1980)
 MZ2547
 MZ2547                         *CURRENT SURVEY CONTROL
 MZ2547  ___________________________________________________________________
 MZ2547* NAD 83(1996)-  42 31 50.95371(N)    073 45 43.40719(W)     ADJUSTED  
 MZ2547* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2547  ___________________________________________________________________
 MZ2547  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 MZ2547  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2547
 MZ2547  HORZ ORDER  -  THIRD
 MZ2547
 MZ2547.The horizontal coordinates were established by classical geodetic methods
 MZ2547.and adjusted by the National Geodetic Survey in January 1999..
 MZ2547
 MZ2547.The orthometric height was scaled from a topographic map.
 MZ2547
 MZ2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2547
 MZ2547.The geoid height was determined by GEOID03.
 MZ2547
 MZ2547;                    North         East     Units Scale Factor Converg.
 MZ2547;SPC NY E     -   410,820.770   210,622.426   MT  0.99994520   +0 29 55.9
 MZ2547;SPC NY E     - 1,347,834.48    691,017.08   sFT  0.99994520   +0 29 55.9
 MZ2547;UTM  18      - 4,709,457.864   601,667.670   MT  0.99972717   +0 50 12.9
 MZ2547
 MZ2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2547!SPC NY E     -   1.00000481  x   0.99994520  =   0.99995001
 MZ2547!UTM  18      -   1.00000481  x   0.99972717  =   0.99973198
 MZ2547
 MZ2547|---------------------------------------------------------------------|
 MZ2547| PID    Reference Object                     Distance      Geod. Az  |
 MZ2547|                                                           dddmmss.s |
 MZ2547| MZ2515 POPLAR 1                            239.629 METERS 01450     |
 MZ2547| MZ2500 CASTLETON NORTH DOCK                399.562 METERS 07406     |
 MZ2547| MZ2497 LANSINGS DOCK                       368.551 METERS 12934     |
 MZ2547| MZ2496 LANSING                             370.972 METERS 13153     |
 MZ2547| MZ2541 SCHERMERHORN                        274.093 METERS 19425     |
 MZ2547|---------------------------------------------------------------------|
 MZ2547
 MZ2547                          SUPERSEDED SURVEY CONTROL
 MZ2547
 MZ2547  NAD 83(1996)-  42 31 50.95565(N)    073 45 43.40871(W) AD(       ) 3
 MZ2547  NAD 83(1996)-  42 31 50.95585(N)    073 45 43.40866(W) AD(       ) 3
 MZ2547  NAD 83(1992)-  42 31 50.95615(N)    073 45 43.40831(W) AD(       ) 3
 MZ2547  NAD 83(1992)-  42 31 50.95659(N)    073 45 43.40800(W) AD(       ) 3
 MZ2547  NAD 83(1986)-  42 31 50.95673(N)    073 45 43.40737(W) AD(       ) 3
 MZ2547  NAD 27      -  42 31 50.65200(N)    073 45 44.97100(W) AD(       ) 3
 MZ2547
 MZ2547.Superseded values are not recommended for survey control.
 MZ2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2547.See file dsdata.txt to determine how the superseded data were derived.
 MZ2547
 MZ2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0166809458(NAD 83)
 MZ2547
 MZ2547  HISTORY     - Date     Condition        Report By
 MZ2547  HISTORY     - 1934     MONUMENTED       CGS
 MZ2547  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2547  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2547
 MZ2547                          STATION DESCRIPTION
 MZ2547
 MZ2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2547'ON THE W SIDE OF THE HUDSON RIVER 1/4 MILE NW OF CASTLETON ON
 MZ2547'CEDAR HILL DIKE, MARKED BY A BRONZE SPIKE IN CROWN OF CONCRETE
 MZ2547'DIKE AT N EDGE OF BLOCK WITH STAIRS, N OF RIDGEWOOD ICE HOUSE.
 MZ2547
 MZ2547                          STATION RECOVERY (1935)
 MZ2547
 MZ2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2547'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH SUPPLEMENT, AS
 MZ2547'PER SKETCH.
 MZ2547
 MZ2547                          STATION RECOVERY (1969)
 MZ2547
 MZ2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2547'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ALONG WEST
 MZ2547'EDGE OF THE HUDSON RIVER, ON CEDAR HILL DIKE, 150 YARDS NORTH
 MZ2547'OF END OF A TRACK ROAD.
 MZ2547'
 MZ2547'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 MZ2547'144 AT SOUTH EDGE OF ALBANY, GO SOUTH ON HIGHWAY 144 FOR 6.0
 MZ2547'MILES TO GRAVELED ROAD LEFT (THE 2ND 1 OF 2 AT THE OLD BAKER
 MZ2547'FARM).  GO LEFT 0.1 MILE TO BARN.  CONTINUE DOWNGRADE FOR 0.7
 MZ2547'MILE.  TAKE LEFT FORK OF 3 AND GO 0.2 MILE TO RIVER BANK.  WALK
 MZ2547'LEFT, NORTH, ALONG DIKE ABOUT 150 YARDS TO STATION.
 MZ2547'
 MZ2547'STATION IS MARKED BY A 1/2-INCH-SQUARE, BRONZE PIN WITH CROSS
 MZ2547'IN TOP, CEMENTED IN A DRILL HOLE IN CROWN OF ROUND-TOPPED,
 MZ2547'CONCRETE DIKE.  IT IS IN THE NORTH END OF THE DIKE SECTION WITH
 MZ2547'STEPS IN IT, 118 YARDS NORTH OF A FENCE LINE AND OPPOSITE THE
 MZ2547'CENTER OF A SMALL POND.  A 4-FOOT-LONG WHITE STRIPE IS PAINTED
 MZ2547'DOWN FACE OF DIKE AND A LARGE NUMBER 6 IS PAINTED BESIDE THE
 MZ2547'STRIPE.
 MZ2547'
 MZ2547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2547'1/2-MILE WEST OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2509 ***********************************************************************
 MZ2509  DESIGNATION -  CEDAR HILL DIKE A
 MZ2509  PID         -  MZ2509
 MZ2509  STATE/COUNTY-  NY/ALBANY
 MZ2509  USGS QUAD   -  DELMAR (1980)
 MZ2509
 MZ2509                         *CURRENT SURVEY CONTROL
 MZ2509  ___________________________________________________________________
 MZ2509* NAD 83(1996)-  42 32 26.86002(N)    073 45 34.03891(W)     ADJUSTED  
 MZ2509* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2509  ___________________________________________________________________
 MZ2509  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 MZ2509  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2509
 MZ2509  HORZ ORDER  -  THIRD
 MZ2509
 MZ2509.The horizontal coordinates were established by classical geodetic methods
 MZ2509.and adjusted by the National Geodetic Survey in January 1999..
 MZ2509
 MZ2509.The orthometric height was scaled from a topographic map.
 MZ2509
 MZ2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2509
 MZ2509.The geoid height was determined by GEOID03.
 MZ2509
 MZ2509;                    North         East     Units Scale Factor Converg.
 MZ2509;SPC NY E     -   411,930.478   210,826.527   MT  0.99994551   +0 30 02.6
 MZ2509;SPC NY E     - 1,351,475.24    691,686.70   sFT  0.99994551   +0 30 02.6
 MZ2509;UTM  18      - 4,710,568.515   601,865.176   MT  0.99972766   +0 50 19.8
 MZ2509
 MZ2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2509!SPC NY E     -   1.00000497  x   0.99994551  =   0.99995048
 MZ2509!UTM  18      -   1.00000497  x   0.99972766  =   0.99973262
 MZ2509
 MZ2509|---------------------------------------------------------------------|
 MZ2509| PID    Reference Object                     Distance      Geod. Az  |
 MZ2509|                                                           dddmmss.s |
 MZ2509| MZ2494 CEDAR HILL DIKE B                   366.655 METERS 00459     |
 MZ2509| MZ2489 COW ISLAND                          398.687 METERS 07436     |
 MZ2509| MZ2491 COW ISLAND DOCK                     400.973 METERS 1224739.7 |
 MZ2509| MZ2513 POPLAR 2                            433.964 METERS 1850153.2 |
 MZ2509|---------------------------------------------------------------------|
 MZ2509
 MZ2509                          SUPERSEDED SURVEY CONTROL
 MZ2509
 MZ2509  NAD 83(1996)-  42 32 26.86204(N)    073 45 34.04039(W) AD(       ) 3
 MZ2509  NAD 83(1996)-  42 32 26.86224(N)    073 45 34.04034(W) AD(       ) 3
 MZ2509  NAD 83(1992)-  42 32 26.86252(N)    073 45 34.03999(W) AD(       ) 3
 MZ2509  NAD 83(1992)-  42 32 26.86293(N)    073 45 34.03974(W) AD(       ) 3
 MZ2509  NAD 83(1986)-  42 32 26.86309(N)    073 45 34.03912(W) AD(       ) 3
 MZ2509  NAD 27      -  42 32 26.56100(N)    073 45 35.60400(W) AD(       ) 3
 MZ2509
 MZ2509.Superseded values are not recommended for survey control.
 MZ2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2509.See file dsdata.txt to determine how the superseded data were derived.
 MZ2509
 MZ2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0186510569(NAD 83)
 MZ2509
 MZ2509  HISTORY     - Date     Condition        Report By
 MZ2509  HISTORY     - 1934     MONUMENTED       CGS
 MZ2509  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2509  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2509
 MZ2509                          STATION DESCRIPTION
 MZ2509
 MZ2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2509'ON THE W SIDE OF THE HUDSON RIVER ON CEDAR HILL DIKE N OF COW
 MZ2509'ISLAND DOCK AND ON THE 52ND CONCRETE BLOCK N OF SIGN IN DIKE,
 MZ2509'MARKED BY A BRONZE SPIKE SET IN CROWN OF DIKE.
 MZ2509
 MZ2509                          STATION RECOVERY (1935)
 MZ2509
 MZ2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2509'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING
 MZ2509'SUPPLEMENT--STATION IS A SQUARE BRASS PLUG SET IN TOP OF
 MZ2509'CONCRETE DIKE.  ADDITIONAL MEASUREMENTS WERE TAKEN, AS PER
 MZ2509'SKETCH, TO ASSIST IN FUTURE RECOVERY AND TO AID IN LOCATING
 MZ2509'STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2509
 MZ2509                          STATION RECOVERY (1969)
 MZ2509
 MZ2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2509'STATION MARK RECOVERED IN GOOD CONDITION.  LOCATED ALONG WEST
 MZ2509'BANK OF THE HUDSON RIVER, ON CEDAR HILL DIKE.  520 FEET SOUTH
 MZ2509'OF MOUTH OF VLOMAN KILL (IN THE 102ND CONCRETE DIKE SECTION
 MZ2509'SOUTH FROM NORTH END), AND 105 FEET NORTH OF A LONE, 10-INCH
 MZ2509'TREE.  MARKED BY A 1/2-INCH BRONZE PIN WITH CROSS IN TOP,
 MZ2509'CEMENTED IN DRILL HOLE IN CROWN OF ROUND-TOPPED CONCRETE
 MZ2509'DIKE.  A WHITE 1-FOOT SQUARE IS PAINTED AROUND THE MARK, AND A
 MZ2509'LONG WHITE STRIPE RUNS DOWN FACE OF DIKE FROM MARK.  A
 MZ2509'16-INCH- TALL A IS PAINTED BY THE STRIPE.
 MZ2509'
 MZ2509'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 MZ2509'144, ABOUT 2 MILES SOUTH OF ALBANY, GO SOUTH ON STATE HIGHWAY
 MZ2509'144 FOR 5.4 MILES.  GO LEFT ON GRAVELED ROAD FOR 0.2 MILE.  TAKE
 MZ2509'CENTER ROAD OF 3 AND KEEP AHEAD FOR 0.15 MILE TO FARM
 MZ2509'BUILDINGS.  CONTINUE AHEAD FOR 0.25 MILE TO BOARD GATE.  PASS
 MZ2509'THROUGH GATE AND CONTINUE ON FIELD ROAD FOR 0.15 MILE TO FENCE
 MZ2509'CORNER.  PASS TO LEFT OF FENCE AND KEEP AHEAD FOR 0.1 MILE TO
 MZ2509'RIVER BANK.  GO LEFT ALONG DIKE FOR 0.1 MILE TO STATION.
 MZ2509'
 MZ2509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2509'7-1/4 MILES SOUTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2494 ***********************************************************************
 MZ2494  DESIGNATION -  CEDAR HILL DIKE B
 MZ2494  PID         -  MZ2494
 MZ2494  STATE/COUNTY-  NY/ALBANY
 MZ2494  USGS QUAD   -  DELMAR (1980)
 MZ2494
 MZ2494                         *CURRENT SURVEY CONTROL
 MZ2494  ___________________________________________________________________
 MZ2494* NAD 83(1996)-  42 32 38.69759(N)    073 45 32.64207(W)     ADJUSTED  
 MZ2494* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2494  ___________________________________________________________________
 MZ2494  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 MZ2494  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2494
 MZ2494  HORZ ORDER  -  THIRD
 MZ2494
 MZ2494.The horizontal coordinates were established by classical geodetic methods
 MZ2494.and adjusted by the National Geodetic Survey in January 1999..
 MZ2494
 MZ2494.The orthometric height was scaled from a topographic map.
 MZ2494
 MZ2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2494
 MZ2494.The geoid height was determined by GEOID03.
 MZ2494
 MZ2494;                    North         East     Units Scale Factor Converg.
 MZ2494;SPC NY E     -   412,295.990   210,855.203   MT  0.99994555   +0 30 03.6
 MZ2494;SPC NY E     - 1,352,674.43    691,780.78   sFT  0.99994555   +0 30 03.6
 MZ2494;UTM  18      - 4,710,934.110   601,891.689   MT  0.99972773   +0 50 20.9
 MZ2494
 MZ2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2494!SPC NY E     -   1.00000497  x   0.99994555  =   0.99995052
 MZ2494!UTM  18      -   1.00000497  x   0.99972773  =   0.99973269
 MZ2494
 MZ2494:                Primary Azimuth Mark                     Grid Az
 MZ2494:SPC NY E     -  COW ISLAND                               125 50 50.7
 MZ2494:UTM  18      -  COW ISLAND                               125 30 33.4
 MZ2494
 MZ2494|---------------------------------------------------------------------|
 MZ2494| PID    Reference Object                     Distance      Geod. Az  |
 MZ2494|                                                           dddmmss.s |
 MZ2494| MZ2489 COW ISLAND                          437.655 METERS 1262054.3 |
 MZ2494| MZ2509 CEDAR HILL DIKE A                   366.655 METERS 18459     |
 MZ2494|---------------------------------------------------------------------|
 MZ2494
 MZ2494                          SUPERSEDED SURVEY CONTROL
 MZ2494
 MZ2494  NAD 83(1996)-  42 32 38.69964(N)    073 45 32.64354(W) AD(       ) 3
 MZ2494  NAD 83(1996)-  42 32 38.69985(N)    073 45 32.64349(W) AD(       ) 3
 MZ2494  NAD 83(1992)-  42 32 38.70012(N)    073 45 32.64314(W) AD(       ) 3
 MZ2494  NAD 83(1992)-  42 32 38.70052(N)    073 45 32.64291(W) AD(       ) 3
 MZ2494  NAD 83(1986)-  42 32 38.70068(N)    073 45 32.64230(W) AD(       ) 3
 MZ2494  NAD 27      -  42 32 38.39900(N)    073 45 34.20800(W) AD(       ) 3
 MZ2494
 MZ2494.Superseded values are not recommended for survey control.
 MZ2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2494.See file dsdata.txt to determine how the superseded data were derived.
 MZ2494
 MZ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0189210934(NAD 83)
 MZ2494
 MZ2494  HISTORY     - Date     Condition        Report By
 MZ2494  HISTORY     - 1934     MONUMENTED       CGS
 MZ2494  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2494  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2494
 MZ2494                          STATION DESCRIPTION
 MZ2494
 MZ2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2494'ON THE W SIDE OF THE HUDSON RIVER ON CEDAR HILL DIKE ACROSS
 MZ2494'FROM THE SOUTHERN POINT OF CAMPBELL ISLAND MARKED BY A BRONZE
 MZ2494'SPIKE IN CROWN OF THE DIKE ON THE 16TH BLOCK OF CONCRETE S OF
 MZ2494'STEPS IN DIKE.
 MZ2494
 MZ2494                          STATION RECOVERY (1935)
 MZ2494
 MZ2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2494'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING
 MZ2494'SUPPLEMENT--STATION MARK IS A SQUARE BRASS PLUG SET IN TOP OF
 MZ2494'CONCRETE DIKE.  ADDITIONAL MEASUREMENTS WERE TAKEN, AS PER
 MZ2494'SKETCH, TO AID IN FUTURE RECOVERY AND ASSIST IN LOCATING
 MZ2494'STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2494
 MZ2494                          STATION RECOVERY (1969)
 MZ2494
 MZ2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2494'STATION MARK RECOVERED IN GOOD CONDITION.  LOCATED ALONG WEST
 MZ2494'BANK OF THE HUDSON RIVER, ON CEDAR HILL DIKE.  ABOUT 500 FEET
 MZ2494'NORTH OF MOUTH OF VLOMAN KILL, 102 FEET SOUTH OF END OF A DIRT
 MZ2494'ROAD, IN THE 27TH CONCRETE DIKE SECTION NORTH OF A PRIVATE BOAT
 MZ2494'DOCK AND THE 16TH CONCRETE DIKE SECTION SOUTH OF STEPS IN DIKE
 MZ2494'FACE, AND 9.2 FEET WEST OF WATER EDGE.  MARKED BY A 1/2-INCH
 MZ2494'BRONZE PIN WITH CROSS IN TOP, CEMENTED IN DRILL HOLE IN CROWN
 MZ2494'OF ROUND-TOPPED, CONCRETE DIKE.  THERE IS A 1-FOOT SQUARE OF
 MZ2494'WHITE PAINT AROUND THE MARK, A LONG WHITE STRIPE RUNNING DOWN
 MZ2494'FACE OF DIKE FROM THE MARK, AND A 16-INCH-TALL B PAINTED BY
 MZ2494'THE STRIPE.
 MZ2494'
 MZ2494'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 MZ2494'144, ABOUT 2 MILES SOUTH OF ALBANY, GO SOUTH ON STATE HIGHWAY
 MZ2494'144 FOR 4.65 MILES.  TURN LEFT ON WINNIE RD. AND GO 0.4 MILE
 MZ2494'TO FORK.  TAKE RIGHT FORK AND GO 0.5 MILE TO TRACK ROAD LEFT,
 MZ2494'0.05 MILE BEFORE HARD RIGHT TURN OF MAIN ROAD.  GO LEFT ABOUT
 MZ2494'100 FEET TO STATION.
 MZ2494'
 MZ2494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2494'7 MILES SOUTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2652 ***********************************************************************
 KU2652  DESIGNATION -  CEDAR HYDROGRAPHIC SIGNAL
 KU2652  PID         -  KU2652
 KU2652  STATE/COUNTY-  NY/SUFFOLK
 KU2652  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2652
 KU2652                         *CURRENT SURVEY CONTROL
 KU2652  ___________________________________________________________________
 KU2652* NAD 83(1996)-  40 56 08.81956(N)    073 26 32.04317(W)     ADJUSTED  
 KU2652* NAVD 88     -                                                        
 KU2652  ___________________________________________________________________
 KU2652  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KU2652  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 KU2652
 KU2652  HORZ ORDER  -  THIRD
 KU2652
 KU2652.The horizontal coordinates were established by classical geodetic methods
 KU2652.and adjusted by the National Geodetic Survey in January 1999..
 KU2652
 KU2652
 KU2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2652
 KU2652.The geoid height was determined by GEOID03.
 KU2652
 KU2652;                    North         East     Units Scale Factor Converg.
 KU2652;SPC NY L     -    85,557.640   346,972.740   MT  0.99999602   +0 21 53.4
 KU2652;SPC NY L     -   280,700.36  1,138,359.73   sFT  0.99999602   +0 21 53.4
 KU2652;SPC CT       -   164,011.587   246,501.320   MT  1.00003721   -0 27 32.4
 KU2652;SPC CT       -   538,094.68    808,729.75   sFT  1.00003721   -0 27 32.4
 KU2652;UTM  18      - 4,532,796.648   631,139.877   MT  0.99981167   +1 01 14.9
 KU2652
 KU2652                          SUPERSEDED SURVEY CONTROL
 KU2652
 KU2652  NAD 83(1996)-  40 56 08.82192(N)    073 26 32.04256(W) AD(       ) 4
 KU2652  NAD 83(1992)-  40 56 08.82019(N)    073 26 32.04363(W) AD(       ) 4
 KU2652  NAD 83(1986)-  40 56 08.82160(N)    073 26 32.04603(W) AD(       ) 4
 KU2652  NAD 27      -  40 56 08.47000(N)    073 26 33.61600(W) AD(       ) 3
 KU2652
 KU2652.Superseded values are not recommended for survey control.
 KU2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2652.See file dsdata.txt to determine how the superseded data were derived.
 KU2652
 KU2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3114032797(NAD 83)
 KU2652
 KU2652  HISTORY     - Date     Condition        Report By
 KU2652  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2652
 KU2652                          STATION DESCRIPTION
 KU2652
 KU2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2652'THE SIGNAL WAS BUILT BY THE NEW YORK STATE CONSERVATION COMMISSION
 KU2652'AND WAS DRESSED AND USED BY THE PARTY OF ASSISTANT STROUGH,
 KU2652'ENGAGED IN HYDROGRAPHY.  IT WAS NOT VISITED BY THE TRIANGULATION
 KU2652'PARTY.  MR. STROUGH MAY HAVE FURNISHED A DESCRIPTION.  THE
 KU2652'FOLLOWING WAS FURNISHED BY MR. ROBERT MICKNAS, ENGINEER OF THE
 KU2652'STATE COMMN--AUG. 29,1916.  FOUND HERE TO-DAY A 4IN X 4IN
 KU2652'SCANTLING ABOUT 4 FT LONG AND EXTENDING ABOUT ONE FOOT ABOVE THE
 KU2652'GROUND.  AFTER CAREFULLY REFERENCING SAME, DUG UNDERNEATH IT BUT
 KU2652'FOUND NOTHING.  AS THE STAKE IS IN VERY GOOD CONDITION, IT IS
 KU2652'PROBALBY NOT THE ORIGINAL STAKE BUT ONE TO REPLACE IT.  ALSO FOUND
 KU2652'THE TWO REFERENCE STAKES WHICH APPARENTLY HAVE NEVER BEEN
 KU2652'DISTURBED.  PRESENT MEASUREMENTS FROM REFERENCE STAKES TO CENTER
 KU2652'STAKE, SHOWN IN SKETCH ON OPPOSITE SIDE.  (TRACING FILED WITH THIS
 KU2652'CARD. W.C.H.) AFTER WORK WAS COMPLETED HERE, FOUND A SECTION OF
 KU2652'TILE PIPE AT THE FOOT OF THE SMALL BANK AT THIS POINT, AND WHICH
 KU2652'WAS FILLED WITH CEMENT AND UNDOUBTABLY (SIC) THE SUBSURFACE MARK
 KU2652'OF BRADFORDS.  THE TILE PIPE WAS LEFT UNDER A SMALL OAK TREE
 KU2652'ABOUT 50 FT TO SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2432 ***********************************************************************
 KU2432  DESIGNATION -  CEDAR ISLAND NORTH SHORE SHACK
 KU2432  PID         -  KU2432
 KU2432  STATE/COUNTY-  NY/SUFFOLK
 KU2432  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2432
 KU2432                         *CURRENT SURVEY CONTROL
 KU2432  ___________________________________________________________________
 KU2432* NAD 83(1996)-  40 38 52.36029(N)    073 20 34.82711(W)     ADJUSTED  
 KU2432* NAVD 88     -                                                        
 KU2432  ___________________________________________________________________
 KU2432  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 KU2432  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU2432
 KU2432  HORZ ORDER  -  THIRD
 KU2432
 KU2432.The horizontal coordinates were established by classical geodetic methods
 KU2432.and adjusted by the National Geodetic Survey in January 1999..
 KU2432
 KU2432
 KU2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2432
 KU2432.The geoid height was determined by GEOID03.
 KU2432
 KU2432;                    North         East     Units Scale Factor Converg.
 KU2432;SPC NY L     -    53,644.737   355,568.849   MT  1.00000110   +0 25 47.0
 KU2432;SPC NY L     -   175,999.44  1,166,562.13   sFT  1.00000110   +0 25 47.0
 KU2432;UTM  18      - 4,500,989.190   640,097.593   MT  0.99984159   +1 04 46.4
 KU2432
 KU2432                          SUPERSEDED SURVEY CONTROL
 KU2432
 KU2432  NAD 83(1996)-  40 38 52.36348(N)    073 20 34.82640(W) AD(       ) 4
 KU2432  NAD 83(1992)-  40 38 52.36313(N)    073 20 34.82651(W) AD(       ) 4
 KU2432  NAD 83(1986)-  40 38 52.36436(N)    073 20 34.82594(W) AD(       ) 4
 KU2432  NAD 27      -  40 38 51.99900(N)    073 20 36.41200(W) AD(       ) 3
 KU2432
 KU2432.Superseded values are not recommended for survey control.
 KU2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2432.See file dsdata.txt to determine how the superseded data were derived.
 KU2432
 KU2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4009800989(NAD 83)
 KU2432
 KU2432  HISTORY     - Date     Condition        Report By
 KU2432  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2432  HISTORY     - 1947     MARK NOT FOUND   CGS
 KU2432
 KU2432                          STATION DESCRIPTION
 KU2432
 KU2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2432'THE CENTER OF THE PLATFORM ON THE ROOF OF A HUNTING SHACK ON THE
 KU2432'NE SIDE OF CEDAR ISLAND, THE ONLY SHACK IN THE VICINITY.
 KU2432
 KU2432                          STATION RECOVERY (1947)
 KU2432
 KU2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU2432'STATION LOST.  SHACK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0193 ***********************************************************************
 PJ0193  DESIGNATION -  CEDAR PT
 PJ0193  PID         -  PJ0193
 PJ0193  STATE/COUNTY-  NY/JEFFERSON
 PJ0193  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0193
 PJ0193                         *CURRENT SURVEY CONTROL
 PJ0193  ___________________________________________________________________
 PJ0193* NAD 83(1996)-  44 12 23.91989(N)    076 11 54.19227(W)     ADJUSTED  
 PJ0193* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 PJ0193  ___________________________________________________________________
 PJ0193  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 PJ0193  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PJ0193
 PJ0193  HORZ ORDER  -  THIRD
 PJ0193
 PJ0193.The horizontal coordinates were established by classical geodetic methods
 PJ0193.and adjusted by the National Geodetic Survey in January 1999..
 PJ0193
 PJ0193.The orthometric height was scaled from a topographic map.
 PJ0193
 PJ0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0193
 PJ0193.The geoid height was determined by GEOID03.
 PJ0193
 PJ0193;                    North         East     Units Scale Factor Converg.
 PJ0193;SPC NY C     -   467,297.339   280,765.822   MT  0.99994914   +0 16 06.3
 PJ0193;SPC NY C     - 1,533,124.69    921,145.87   sFT  0.99994914   +0 16 06.3
 PJ0193;UTM  18      - 4,895,523.003   404,254.302   MT  0.99971274   -0 50 08.3
 PJ0193
 PJ0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0193!SPC NY C     -   0.99999353  x   0.99994914  =   0.99994267
 PJ0193!UTM  18      -   0.99999353  x   0.99971274  =   0.99970627
 PJ0193
 PJ0193:                Primary Azimuth Mark                     Grid Az
 PJ0193:SPC NY C     -  LINDA IS CHANNEL LIGHT IBC               249 43 19.1
 PJ0193:UTM  18      -  LINDA IS CHANNEL LIGHT IBC               250 49 33.7
 PJ0193
 PJ0193|---------------------------------------------------------------------|
 PJ0193| PID    Reference Object                     Distance      Geod. Az  |
 PJ0193|                                                           dddmmss.s |
 PJ0193| PJ0288 LINDA IS CHANNEL LIGHT IBC          APPROX. 0.7 KM 2495925.4 |
 PJ0193|---------------------------------------------------------------------|
 PJ0193
 PJ0193                          SUPERSEDED SURVEY CONTROL
 PJ0193
 PJ0193  NAD 83(1986)-  44 12 23.92063(N)    076 11 54.18351(W) AD(       ) 3
 PJ0193
 PJ0193.Superseded values are not recommended for survey control.
 PJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0193.See file dsdata.txt to determine how the superseded data were derived.
 PJ0193
 PJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0425495523(NAD 83)
 PJ0193_MARKER: H = DRILL HOLE
 PJ0193_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0193_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PJ0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0193+STABILITY: POSITION/ELEVATION WELL
 PJ0193
 PJ0193  HISTORY     - Date     Condition        Report By
 PJ0193  HISTORY     - 1985     MONUMENTED       NOS
 PJ0193  HISTORY     - 19970730 GOOD             USPSQD
 PJ0193
 PJ0193                          STATION DESCRIPTION
 PJ0193
 PJ0193'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0193'THE STATION IS LOCATED IN CEDAR POINT STATE PARK AT THE
 PJ0193'NORTHERN MOST POINT IN THE PARK.
 PJ0193'
 PJ0193'TO REACH THE STATION FROM CAPE VINCENT DRIVE NORTHEASTERLY
 PJ0193'ON STATE HIGHWAY 12E FOR APPROXIMATELY 9.0 MILES TO THE AREA
 PJ0193'OF THE CEDAR POINT STATE PARK AND THE STATION ON A POINT OF
 PJ0193'LAND AT THE WATERS EDGE.
 PJ0193'
 PJ0193'THE STATION IS A THREE QUARTER INCH HOLE IN BEDROCK IN A
 PJ0193'GRASS CLEARING.  IT IS LOCATED 18.7 METERS (61.5 FEET) NORTH
 PJ0193'FROM A GROUP OF CEDAR TREES AND 7.3 METERS (24.0 FEET) SW
 PJ0193'FROM THE SE CORNER OF A CONCRETE AND ROCK WALL.
 PJ0193'
 PJ0193'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0193'
 PJ0193'DESCRIBED BY M JOHNSON.
 PJ0193
 PJ0193                          STATION RECOVERY (1997)
 PJ0193
 PJ0193'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3270 ***********************************************************************
 KU3270  DESIGNATION -  CEDAR RESET
 KU3270  PID         -  KU3270
 KU3270  STATE/COUNTY-  NY/NASSAU
 KU3270  USGS QUAD   -  LYNBROOK (1969)
 KU3270
 KU3270                         *CURRENT SURVEY CONTROL
 KU3270  ___________________________________________________________________
 KU3270* NAD 83(1996)-  40 37 53.30746(N)    073 44 00.23529(W)     ADJUSTED  
 KU3270* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3270  ___________________________________________________________________
 KU3270  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KU3270  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KU3270
 KU3270  HORZ ORDER  -  FIRST
 KU3270
 KU3270.The horizontal coordinates were established by classical geodetic methods
 KU3270.and adjusted by the National Geodetic Survey in January 1999..
 KU3270
 KU3270.The orthometric height was scaled from a topographic map.
 KU3270
 KU3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3270
 KU3270.The geoid height was determined by GEOID03.
 KU3270
 KU3270;                    North         East     Units Scale Factor Converg.
 KU3270;SPC NY L     -    51,649.103   322,555.032   MT  1.00000214   +0 10 27.8
 KU3270;SPC NY L     -   169,452.10  1,058,249.30   sFT  1.00000214   +0 10 27.8
 KU3270;UTM  18      - 4,498,619.581   607,115.554   MT  0.99974123   +0 49 29.6
 KU3270
 KU3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3270!SPC NY L     -   1.00000459  x   1.00000214  =   1.00000673
 KU3270!UTM  18      -   1.00000459  x   0.99974123  =   0.99974582
 KU3270
 KU3270|---------------------------------------------------------------------|
 KU3270| PID    Reference Object                     Distance      Geod. Az  |
 KU3270|                                                           dddmmss.s |
 KU3270| CB6668 CEDAR RM 1                           26.666 METERS 05944     |
 KU3270| CB6670 CEDAR RM 3 AZIMUTH                                 15224     |
 KU3270| CB6669 CEDAR RM 2                           25.922 METERS 16434     |
 KU3270| KU3197 LAWRENCE HIGH SCHOOL DOME           APPROX. 2.4 KM 1840558.9 |
 KU3270| KU3199 DONAHUE                             APPROX. 2.0 KM 2202710.7 |
 KU3270|---------------------------------------------------------------------|
 KU3270
 KU3270                          SUPERSEDED SURVEY CONTROL
 KU3270
 KU3270  NAD 83(1996)-  40 37 53.31115(N)    073 44 00.23432(W) AD(       ) 1
 KU3270  NAD 83(1992)-  40 37 53.31115(N)    073 44 00.23429(W) AD(       ) 1
 KU3270  NAD 83(1986)-  40 37 53.31118(N)    073 44 00.23430(W) AD(       ) 1
 KU3270  NAD 27      -  40 37 52.93549(N)    073 44 01.75640(W) AD(       ) 1
 KU3270
 KU3270.Superseded values are not recommended for survey control.
 KU3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3270.See file dsdata.txt to determine how the superseded data were derived.
 KU3270
 KU3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0711698620(NAD 83)
 KU3270_MARKER: DS = TRIANGULATION STATION DISK
 KU3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3270
 KU3270  HISTORY     - Date     Condition        Report By
 KU3270  HISTORY     - 1965     MONUMENTED       CGS
 KU3270  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KU3270
 KU3270                          STATION DESCRIPTION
 KU3270
 KU3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3270'THE STATION IS LOCATED IN THE NORTHERN SECTION OF CEDARHURST,
 KU3270'ABOUT 0.3 MILE EAST OF ROCKAWAY TURNPIKE, 0.15 MILE NORTHWEST
 KU3270'OF PENINSULA BOULEVARD, AT THE CEDARHURST SEWAGE DISPOSAL PLANT
 KU3270'NEAR THE NORTHWEST CORNER OF GROUNDS.
 KU3270'
 KU3270'TO REACH THE STATION FROM THE INTERSECTION OF ROCKAWAY
 KU3270'TURNPIKE AND PENINSULA BOULEVARD WHICH IS IN THE NORTHWEST
 KU3270'SECTION OF CEDARHURST, GO NORTHEAST ON PENINSULA BOULEVARD FOR
 KU3270'0.3 MILE TO ARLINGTON ROAD AND REFERENCE MARK NO. 3 (AZI. MK.) ON
 KU3270'THE RIGHT AND THE ENTRANCE TO THE CEDARHURST SEWAGE DISPOSAL
 KU3270'PLANT ON THE LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR
 KU3270'0.1 MILE, TURN LEFT AND GO 0.05 MILE TO THE STATION.
 KU3270'
 KU3270'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1965 SET IN
 KU3270'THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU3270'FLUSH WITH THE GROUND.  IT IS 47.6 FEET WEST-NORTHWEST OF THE
 KU3270'NORTHWEST CORNER OF GREENHOUSE, 16.7 FEET EAST-SOUTHEAST OF A
 KU3270'WOVEN WIRE FENCE CORNER, 11.7 FEET SOUTH OF THE WOVEN WIRE FENCE
 KU3270'AND 12 FEET EAST OF THE WOVEN WIRE FENCE.
 KU3270'
 KU3270'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CEDAR NO
 KU3270'1 1965 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 KU3270'MONUMENT FLUSH WITH THE GROUND.  IT IS 46.2 FEET WEST OF THE
 KU3270'FENCE CORNER, 41.0 FEET NORTH OF THE NORTHEAST CORNER OF
 KU3270'GREENHOUSE, 11 FEET NORTH OF THE CENTER DRIVEWAY AND 0.6 FOOT
 KU3270'SOUTH OF THE WOVEN WIRE FENCE.
 KU3270'
 KU3270'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CEDAR NO
 KU3270'2 1965 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE
 KU3270'MONUMENT FLUSH WITH THE GROUND.  IT IS 73.6 FEET SOUTHWEST
 KU3270'OF THE NORTHWEST CORNER OF THE GREENHOUSE, 49.0 FEET WEST OF
 KU3270'THE WEST SIDE OF GREENHOUSE, 34.2 FEET NORTH OF THE FENCE
 KU3270'CORNER AND 0.6 FOOT EAST OF THE WOVEN WIRE FENCE.
 KU3270'
 KU3270'REFERENCE MARK NO. 3 (AZI. MK.) IS A STANDARD DISK STAMPED
 KU3270'CEDAR NO 3 1965 SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED
 KU3270'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 112 FEET WEST
 KU3270'OF THE CENTER OF ARLINGTON ROAD, 33 FEET SOUTH OF THE CENTER OF
 KU3270'PENINSULA BOULEVARD, 5.4 FEET EAST OF POWER LINE POLE NO. 14
 KU3270'AND 2 FEET SOUTH OF CURB.
 KU3270'
 KU3270'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU3270
 KU3270                          STATION RECOVERY (1978)
 KU3270
 KU3270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU3270'RM 1 TO RM 2 BLOCKED.
 KU3270'
 KU3270'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE
 KU3270'OFF.  A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND MARK.  THE
 KU3270'MARK DISTANCE TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO
 KU3270'REFERENCE MARK 2 CHECKED BUT A LOWER VALUE OF 3 MINUTES AND 5
 KU3270'SECONDS WAS NOTED TO REFERENCE MARK 1.  A NEW DESCRIPTION FOLLOWS.
 KU3270'
 KU3270'THE STATION IS LOCATED IN THE NORTHERN SECTION OF CEDARHURST, AT THE
 KU3270'NORTHWEST CORNER OF THE GROUNDS FOR THE CEDARHURST SEWAGE DISPOSAL
 KU3270'PLANT.
 KU3270'
 KU3270'TO REACH THE STATION FROM THE INTERSECTION OF ROCKAWAY TURNPIKE AND
 KU3270'PENINSULA BOULEVARD IN NORTHWEST CEDARHURST, GO EAST ON PENINSULA
 KU3270'BOULEVARD FOR 0.3 MILE TO ARLINGTON ROAD AND REFERENCE MARK 3 ON
 KU3270'THE RIGHT AND THE ROAD LEADING INTO THE DISPOSAL PLANT JUST AHEAD
 KU3270'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY LEADING INTO
 KU3270'THE PLANT FOR 0.1 MILE TO THE SECOND DRIVEWAY ON THE LEFT.  TURN
 KU3270'LEFT FOR 0.05 MILE TO THE STATION.
 KU3270'
 KU3270'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1965 1978, SET IN
 KU3270'THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 14 INCHES
 KU3270'UNDERGROUND.  IT IS 47.6 FEET WEST-NORTHWEST OF THE NORTHWEST
 KU3270'CORNER OF A GREENHOUSE, 16.7 FEET SOUTHEAST OF A FENCE CORNER, 12
 KU3270'FEET EAST OF THE FENCE AND 11.7 FEET SOUTH OF THE FENCE.
 KU3270'
 KU3270'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1965, SET IN
 KU3270'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KU3270'WITH THE GROUND SURFACE.  IT IS 46.2 FEET WEST OF A FENCE CORNER, 41
 KU3270'FEET NORTH OF THE NORTHEAST CORNER OF THE GREENHOUSE, 11 FEET NORTH
 KU3270'OF THE CENTER OF A DRIVEWAY AND 0.6 FOOT SOUTH OF THE FENCE.
 KU3270'
 KU3270'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1965, SET IN
 KU3270'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
 KU3270'UNDERGROUND.  IT IS 73.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 KU3270'THE GREENHOUSE, 49 FEET WEST OF THE WEST SIDE OF THE GREENHOUSE, 34.2
 KU3270'FEET NORTH OF A FENCE CORNER AND 0.6 FOOT EAST OF THE FENCE.
 KU3270'
 KU3270'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CEDAR NO 3 1965, SET IN
 KU3270'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
 KU3270'UNDERGROUND.  IT IS 112 FEET WEST OF THE CENTER OF ARLINGTON ROAD,
 KU3270'33 FEET SOUTH OF THE CENTER OF PENINSULA BOULEVARD, 5.4 FEET EAST OF
 KU3270'POWERLINE POLE NUMBER 14 AND 2 FEET SOUTH OF THE CONCRETE CURB.
 KU3270'
 KU3270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH SECTION OF
 KU3270'CEDARHURST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1324 ***********************************************************************
 KU1324  DESIGNATION -  CEDARHURST
 KU1324  PID         -  KU1324
 KU1324  STATE/COUNTY-  NY/NASSAU
 KU1324  USGS QUAD   -  LAWRENCE (1979)
 KU1324
 KU1324                         *CURRENT SURVEY CONTROL
 KU1324  ___________________________________________________________________
 KU1324* NAD 83(1986)-  40 37 23.     (N)    073 43 28.     (W)     SCALED    
 KU1324* NAVD 88     -         7.915  (meters)      25.97   (feet)  ADJUSTED  
 KU1324  ___________________________________________________________________
 KU1324  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KU1324  DYNAMIC HT  -           7.912 (meters)      25.96  (feet)  COMP
 KU1324  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 KU1324
 KU1324  VERT ORDER  -  FIRST     CLASS II
 KU1324
 KU1324.The horizontal coordinates were scaled from a topographic map and have
 KU1324.an estimated accuracy of +/- 6 seconds.
 KU1324
 KU1324.The orthometric height was determined by differential leveling
 KU1324.and adjusted by the National Geodetic Survey in June 1991..
 KU1324
 KU1324.The geoid height was determined by GEOID03.
 KU1324
 KU1324.The dynamic height is computed by dividing the NAVD 88
 KU1324.geopotential number by the normal gravity value computed on the
 KU1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1324.degrees latitude (g = 980.6199 gals.).
 KU1324
 KU1324.The modeled gravity was interpolated from observed gravity values.
 KU1324
 KU1324;                    North         East    Units  Estimated Accuracy
 KU1324;SPC NY L     -    50,720.      323,320.      MT  (+/- 180 meters Scaled)
 KU1324
 KU1324                          SUPERSEDED SURVEY CONTROL
 KU1324
 KU1324  NGVD 29 (??/??/92)    8.251  (m)           27.07   (f) ADJ UNCH    1 2
 KU1324
 KU1324.Superseded values are not recommended for survey control.
 KU1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1324.See file dsdata.txt to determine how the superseded data were derived.
 KU1324
 KU1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK078976(NAD 83)
 KU1324_MARKER: DB = BENCH MARK DISK
 KU1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1324_STAMPING: CEDARHURST 1932 27.113
 KU1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1324+STABILITY: SURFACE MOTION
 KU1324
 KU1324  HISTORY     - Date     Condition        Report By
 KU1324  HISTORY     - 1932     MONUMENTED       CGS
 KU1324  HISTORY     - 1952     GOOD             NGS
 KU1324
 KU1324                          STATION DESCRIPTION
 KU1324
 KU1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1324'AT CEDARHURST.
 KU1324'AT CEDARHURST, AT INTERSECTION OF CEDARHURST AVENUE AND SUMMIT
 KU1324'AVENUE, 12 1/2 FEET NORTH OF NORTH CURB LINE OF SUMMIT AVENUE,
 KU1324'25.3 FEET WEST OF WEST CURB LINE OF CEDARHURST AVENUE, ABOUT 50
 KU1324'YARDS NORTHWEST OF INTERSECTION OF CEDARHURST AVENUE AND THE LONG
 KU1324'ISLAND RAILROAD, 70 1/2 FEET SOUTHEAST OF CENTER OF FLAG POLE AND
 KU1324'MONUMENT IN A PARK, 4 FEET NORTH OF NORTH EDGE OF SUMMIT AVENUE
 KU1324'SIDE WALK, 4.2 FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST
 KU1324'OF TWO LAMP POSTS, AT EDGE OF A SHRUB BUSH, 0.2 FOOT BELOW LEVEL
 KU1324'OF SIDE WALK AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 KU1324'BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1444 ***********************************************************************
 PH1444  DESIGNATION -  CEIL
 PH1444  PID         -  PH1444
 PH1444  STATE/COUNTY-  NY/ST LAWRENCE
 PH1444  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1444
 PH1444                         *CURRENT SURVEY CONTROL
 PH1444  ___________________________________________________________________
 PH1444* NAD 83(1986)-  44 39 01.     (N)    075 33 27.     (W)     SCALED    
 PH1444* NAVD 88     -        81.447  (meters)     267.21   (feet)  ADJUSTED  
 PH1444  ___________________________________________________________________
 PH1444  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 PH1444  DYNAMIC HT  -          81.441 (meters)     267.19  (feet)  COMP
 PH1444  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 PH1444
 PH1444  VERT ORDER  -  FIRST     CLASS 0
 PH1444
 PH1444.The horizontal coordinates were scaled from a topographic map and have
 PH1444.an estimated accuracy of +/- 6 seconds.
 PH1444
 PH1444.The orthometric height was determined by differential leveling
 PH1444.and adjusted by the National Geodetic Survey in June 1991..
 PH1444
 PH1444.The geoid height was determined by GEOID03.
 PH1444
 PH1444.The dynamic height is computed by dividing the NAVD 88
 PH1444.geopotential number by the normal gravity value computed on the
 PH1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1444.degrees latitude (g = 980.6199 gals.).
 PH1444
 PH1444.The modeled gravity was interpolated from observed gravity values.
 PH1444
 PH1444;                    North         East    Units  Estimated Accuracy
 PH1444;SPC NY E     -   646,560.       66,120.      MT  (+/- 180 meters Scaled)
 PH1444
 PH1444                          SUPERSEDED SURVEY CONTROL
 PH1444
 PH1444  NGVD 29 (??/??/92)   81.57   (m)          267.6    (f) COMPUTED    1 0
 PH1444
 PH1444.Superseded values are not recommended for survey control.
 PH1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1444.See file dsdata.txt to determine how the superseded data were derived.
 PH1444
 PH1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ557442(NAD 83)
 PH1444_MARKER: Z = SEE DESCRIPTION
 PH1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1444_SP_SET: CULVERT
 PH1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1444
 PH1444  HISTORY     - Date     Condition        Report By
 PH1444  HISTORY     - UNK      MONUMENTED       USLS
 PH1444  HISTORY     - 1969     GOOD             USLS
 PH1444
 PH1444                          STATION DESCRIPTION
 PH1444
 PH1444'DESCRIBED BY US LAKE SURVEY 1969
 PH1444'4.2 MI SW FROM OGDENSBURG.
 PH1444'IS IN ST. LAWRENCE COUNTY, NEW YORK, APPROXIMATELY 4.2 MILES SOUTHWEST
 PH1444'FROM CENTER OF BRIDGE OVER OSWEGATCHIE RIVER IN OGDENSBURG, ABOUT 480
 PH1444'FEET SOUTHWEST OF CENTERLINE OF LEE ROAD, 84.3 FEET NORTHEAST OF
 PH1444'UTILITY POLE NO. 121, 48.9 FEET EAST OF UTILITY POLE NO. 146, 21 FEET
 PH1444'SOUTHEAST OF CENTERLINE OF HIGHWAY 37, 0.8 FEET SOUTHWEST OF NORTHEAST
 PH1444'FACE AND 0.8 FEET NORTHWEST OF SOUTHEAST FACE OF CONCRETE CULVERT,
 PH1444'1/4-INCH ABOVE THE CULVERT, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 PH1444'HEXAGONAL BRASS ROD SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2179 ***********************************************************************
 MZ2179  DESIGNATION -  CEMENTON ALPHA CEMENT CO STACK
 MZ2179  PID         -  MZ2179
 MZ2179  STATE/COUNTY-  NY/GREENE
 MZ2179  USGS QUAD   -  CEMENTON (1980)
 MZ2179
 MZ2179                         *CURRENT SURVEY CONTROL
 MZ2179  ___________________________________________________________________
 MZ2179* NAD 83(1996)-  42 08 28.83063(N)    073 54 42.59989(W)     ADJUSTED  
 MZ2179* NAVD 88     -                                                        
 MZ2179  ___________________________________________________________________
 MZ2179  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 MZ2179  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 MZ2179
 MZ2179  HORZ ORDER  -  THIRD
 MZ2179
 MZ2179.The horizontal coordinates were established by classical geodetic methods
 MZ2179.and adjusted by the National Geodetic Survey in January 1999..
 MZ2179
 MZ2179
 MZ2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2179
 MZ2179.The geoid height was determined by GEOID03.
 MZ2179
 MZ2179;                    North         East     Units Scale Factor Converg.
 MZ2179;SPC NY E     -   367,465.407   198,617.297   MT  0.99992907   +0 23 40.7
 MZ2179;SPC NY E     - 1,205,592.76    651,630.25   sFT  0.99992907   +0 23 40.7
 MZ2179;UTM  18      - 4,666,042.403   589,920.221   MT  0.99969949   +0 43 48.6
 MZ2179
 MZ2179                          SUPERSEDED SURVEY CONTROL
 MZ2179
 MZ2179  NAD 83(1986)-  42 08 28.82557(N)    073 54 42.60564(W) AD(       ) 4
 MZ2179  NAD 27      -  42 08 28.50000(N)    073 54 44.13000(W) AD(       ) 3
 MZ2179
 MZ2179.Superseded values are not recommended for survey control.
 MZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2179.See file dsdata.txt to determine how the superseded data were derived.
 MZ2179
 MZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8992066042(NAD 83)
 MZ2179
 MZ2179  HISTORY     - Date     Condition        Report By
 MZ2179  HISTORY     - UNK      MONUMENTED
 MZ2179  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2179
 MZ2179                          STATION DESCRIPTION
 MZ2179
 MZ2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2179'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 MZ2179'ADDITIONS--STATION IS THE CENTER OF A TALL CONCRETE CHIMNEY JUST
 MZ2179'OFF THE E END OF ONE OF THE PLANTS BUILDINGS, AS IS SHOWN IN THE
 MZ2179'SKETCH BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4602 ***********************************************************************
 KV4602  DESIGNATION -  CEMETERY 1930
 KV4602  PID         -  KV4602
 KV4602  STATE/COUNTY-  NY/RICHMOND
 KV4602  USGS QUAD   -  ARTHUR KILL (1981)
 KV4602
 KV4602                         *CURRENT SURVEY CONTROL
 KV4602  ___________________________________________________________________
 KV4602* NAD 83(1996)-  40 33 36.96357(N)    074 08 08.57853(W)     ADJUSTED  
 KV4602* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 KV4602  ___________________________________________________________________
 KV4602  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KV4602  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4602
 KV4602  HORZ ORDER  -  SECOND
 KV4602
 KV4602.The horizontal coordinates were established by classical geodetic methods
 KV4602.and adjusted by the National Geodetic Survey in January 1999..
 KV4602
 KV4602.The orthometric height was scaled from a topographic map.
 KV4602
 KV4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4602
 KV4602.The geoid height was determined by GEOID03.
 KV4602
 KV4602;                    North         East     Units Scale Factor Converg.
 KV4602;SPC NY L     -    43,716.427   288,505.855   MT  1.00000763   -0 05 19.6
 KV4602;SPC NY L     -   143,426.31    946,539.63   sFT  1.00000763   -0 05 19.6
 KV4602;SPC NJ       -   191,784.089   180,848.814   MT  0.99991171   +0 14 12.8
 KV4602;SPC NJ       -   629,211.63    593,334.82   sFT  0.99991171   +0 14 12.8
 KV4602;UTM  18      - 4,490,303.329   573,168.952   MT  0.99966590   +0 33 43.3
 KV4602
 KV4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4602!SPC NY L     -   1.00000072  x   1.00000763  =   1.00000835
 KV4602!SPC NJ       -   1.00000072  x   0.99991171  =   0.99991243
 KV4602!UTM  18      -   1.00000072  x   0.99966590  =   0.99966662
 KV4602
 KV4602:                Primary Azimuth Mark                     Grid Az
 KV4602:SPC NY L     -  BOGART                                   020 04 59.3
 KV4602:SPC NJ       -  BOGART                                   019 45 26.9
 KV4602:UTM  18      -  BOGART                                   019 25 56.4
 KV4602
 KV4602|---------------------------------------------------------------------|
 KV4602| PID    Reference Object                     Distance      Geod. Az  |
 KV4602|                                                           dddmmss.s |
 KV4602| KV3473 BOGART                              APPROX. 4.9 KM 0195939.7 |
 KV4602|---------------------------------------------------------------------|
 KV4602
 KV4602                          SUPERSEDED SURVEY CONTROL
 KV4602
 KV4602  NAD 83(1986)-  40 33 36.96432(N)    074 08 08.57707(W) AD(       ) 2
 KV4602  NAD 27      -  40 33 36.58700(N)    074 08 10.06400(W) AD(       ) 2
 KV4602
 KV4602.Superseded values are not recommended for survey control.
 KV4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4602.See file dsdata.txt to determine how the superseded data were derived.
 KV4602
 KV4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7316990303(NAD 83)
 KV4602_MARKER: 82 = FINIAL
 KV4602
 KV4602  HISTORY     - Date     Condition        Report By
 KV4602  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4602  HISTORY     - 1933     GOOD             CGS
 KV4602  HISTORY     - 1950     GOOD             CGS
 KV4602  HISTORY     - 1985     GOOD             USPSQD
 KV4602  HISTORY     - 19950522 GOOD             USPSQD
 KV4602  HISTORY     - 19970910 GOOD             USPSQD
 KV4602
 KV4602                          STATION DESCRIPTION
 KV4602
 KV4602'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4602'THE CHAPEL AT THE AMBOY ROAD ENTRANCE OF VALHALLA CEMETERY.  IT IS
 KV4602'AN IVY-COVERED, GRAY STONE BUILDING ON THE N SIDE OF THE MAIN ROAD
 KV4602'INTO THE CEMETERY GROUNDS.  AN OCTAGONAL CLOCK TOWER OF THE SAME
 KV4602'MATERIAL RISES FROM ITS SE CORNER.
 KV4602'
 KV4602'THE STATION IS THE BALL-APEX ATOP THE TOWERS PYRAMIDAL ROOF,
 KV4602'APPROXIMATELY 65 FEET ABOVE GROUND.
 KV4602'
 KV4602'AN ECCENTRIC SET-UP (ON THE TOWER RAIL) WAS USED, IS MARKED BY
 KV4602'A 1/4-INCH DRILL HOLE NEAR THE N END OF THE E RAIL.  A SIMILAR
 KV4602'HOLE NEAR THE S END MARKS A HELIO SET-UP.  A SHALLOW 1-INCH HOLE
 KV4602'BETWEEN THESE WAS NOT PLACED BY THE C. AND G.S.  THE CENTER
 KV4602'DIRECTION WAS OBTAINED BY DIRECT POINTING ON THE INTERSECTION OF
 KV4602'STRINGS FROM THE TOWER CORNERS.  THERE BEING NO ROOM FOR A
 KV4602'TRIPOD THE INSTRUMENT WAS MOUNTED DIRECTLY ON THE FLAT STONE
 KV4602'RAIL.
 KV4602'
 KV4602'THE FOLLOWING AIR-PHOTO CONTROL MEASUREMENTS WERE TAKEN--CENTER
 KV4602'LINE OF MAIN CEMETERY ROAD IS 11.9 METERS.  CENTER LINE OF N
 KV4602'ENTRANCE DRIVE IS 14.7 METERS.  CENTER OF SQUARE GRASS PLOT IS
 KV4602'37.3 METERS.
 KV4602
 KV4602                          STATION RECOVERY (1933)
 KV4602
 KV4602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4602'FOUND AS DESCRIBED IN GOOD CONDITION.
 KV4602'
 KV4602'CROSS CHISELED IN TOP OF COPING BLOCK ON THE NW SIDE OF THE CLOCK
 KV4602'TOWER MARKS THE ECCENTRIC POINT OCCUPIED.
 KV4602
 KV4602                          STATION RECOVERY (1950)
 KV4602
 KV4602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 KV4602'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4602
 KV4602                          STATION RECOVERY (1985)
 KV4602
 KV4602'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4602'STATION FOUND GOOD.
 KV4602'
 KV4602'RECOVERED IN GOOD CONDITION AS ORGINALLY DESCRIBED.
 KV4602
 KV4602                          STATION RECOVERY (1995)
 KV4602
 KV4602'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4602'RECOVERED IN GOOD CONDITION.
 KV4602
 KV4602                          STATION RECOVERY (1997)
 KV4602
 KV4602'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2146 ***********************************************************************
 NA2146  DESIGNATION -  CEMETERY DCW
 NA2146  PID         -  NA2146
 NA2146  STATE/COUNTY-  NY/OTSEGO
 NA2146  USGS QUAD   -  ONEONTA (1982)
 NA2146
 NA2146                         *CURRENT SURVEY CONTROL
 NA2146  ___________________________________________________________________
 NA2146* NAD 83(1996)-  42 26 18.50556(N)    075 06 20.41785(W)     ADJUSTED  
 NA2146* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 NA2146  ___________________________________________________________________
 NA2146  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 NA2146  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA2146
 NA2146  HORZ ORDER  -  SECOND
 NA2146
 NA2146.The horizontal coordinates were established by classical geodetic methods
 NA2146.and adjusted by the National Geodetic Survey in January 1999..
 NA2146
 NA2146.The orthometric height was scaled from a topographic map.
 NA2146
 NA2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2146
 NA2146.The geoid height was determined by GEOID03.
 NA2146
 NA2146;                    North         East     Units Scale Factor Converg.
 NA2146;SPC NY E     -   400,477.492   100,170.509   MT  0.99993054   -0 24 31.4
 NA2146;SPC NY E     - 1,313,899.91    328,642.74   sFT  0.99993054   -0 24 31.4
 NA2146;UTM  18      - 4,698,466.740   491,308.863   MT  0.99960093   -0 04 16.7
 NA2146
 NA2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2146!SPC NY E     -   0.99991878  x   0.99993054  =   0.99984933
 NA2146!UTM  18      -   0.99991878  x   0.99960093  =   0.99951974
 NA2146
 NA2146:                Primary Azimuth Mark                     Grid Az
 NA2146:SPC NY E     -  METAL ROD RIGHT CEN OF STACK             035 34 19.1
 NA2146:UTM  18      -  METAL ROD RIGHT CEN OF STACK             035 14 04.4
 NA2146
 NA2146|---------------------------------------------------------------------|
 NA2146| PID    Reference Object                     Distance      Geod. Az  |
 NA2146|                                                           dddmmss.s |
 NA2146| CZ4034 METAL ROD RIGHT CEN OF STACK                       0350947.7 |
 NA2146|---------------------------------------------------------------------|
 NA2146
 NA2146                          SUPERSEDED SURVEY CONTROL
 NA2146
 NA2146  NAD 83(1986)-  42 26 18.51025(N)    075 06 20.41913(W) AD(       ) 2
 NA2146  NAD 27      -  42 26 18.21846(N)    075 06 21.82596(W) AD(       ) 2
 NA2146
 NA2146.Superseded values are not recommended for survey control.
 NA2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2146.See file dsdata.txt to determine how the superseded data were derived.
 NA2146
 NA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM9130998467(NAD 83)
 NA2146_MARKER: A = ALUMINUM MARKER
 NA2146_SETTING: 0 = UNSPECIFIED SETTING
 NA2146
 NA2146  HISTORY     - Date     Condition        Report By
 NA2146  HISTORY     - 1970     MONUMENTED       NYDT
 NA2146
 NA2146                          STATION DESCRIPTION
 NA2146
 NA2146'DESCRIBED BY NY DEPT OF TRANSP 1970 (DCW)
 NA2146'THE STATION IS A PUNCH MARK IN THE TOP OF AN ALUMINUM CAP SET
 NA2146'ON A 5/8 IN IRON PIN AND FLUSH WITH THE GROUND AND STAMPED
 NA2146'CEMETERY, DCW.
 NA2146'
 NA2146'IT IS 31.07 FT NNW OF N AND R IN 3 IN CHERRY TREE, 21.44 FT
 NA2146'S OF N AND R IN POST, 18.38 FT N OF N AND R IN 3 IN APPLE TREE, 3.4
 NA2146'FT OF WITNESS POST.
 NA2146'
 NA2146'TO REACH THE STATION FROM THE INTERSECTION OF NY ROUTE 7 AND
 NA2146'NY ROUTE 23 IN THE CITY OF ONEONTA, OTSEGO CO., NEW YORK PROCEED
 NA2146'SW ALONG NY ROUTE 7 1.20 MI TO A GRAVEL ROAD ON THE LEFT THEN
 NA2146'WALK ABOUT 800 FT SE TO A CULTIVATED FIELD, WALK ABOUT 400 FT
 NA2146'ESE TO THE STATION.
 NA2146'
 NA2146'THE AZIMUTH MARK IS A METAL ROD ABOUT 6 IN TO THE RIGHT OF
 NA2146'THE CENTER OF A SMOKESTACK ABOUT 0.8 MILE NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2244 ***********************************************************************
 KU2244  DESIGNATION -  CEMETERY HILL RESET
 KU2244  PID         -  KU2244
 KU2244  STATE/COUNTY-  NY/SUFFOLK
 KU2244  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2244
 KU2244                         *CURRENT SURVEY CONTROL
 KU2244  ___________________________________________________________________
 KU2244* NAD 83(1996)-  40 56 09.32624(N)    073 03 47.02033(W)     ADJUSTED  
 KU2244* NAVD 88     -        82.4    (meters)     270.     (feet)  VERTCON   
 KU2244  ___________________________________________________________________
 KU2244  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KU2244  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KU2244
 KU2244  HORZ ORDER  -  FIRST
 KU2244
 KU2244.The horizontal coordinates were established by classical geodetic methods
 KU2244.and adjusted by the National Geodetic Survey in January 1999..
 KU2244
 KU2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2244
 KU2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2244
 KU2244.The geoid height was determined by GEOID03.
 KU2244
 KU2244;                    North         East     Units Scale Factor Converg.
 KU2244;SPC NY L     -    85,845.704   378,903.993   MT  0.99999602   +0 36 46.2
 KU2244;SPC NY L     -   281,645.45  1,243,120.85   sFT  0.99999602   +0 36 46.2
 KU2244;UTM  18      - 4,533,450.344   663,061.629   MT  0.99992726   +1 16 09.8
 KU2244
 KU2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2244!SPC NY L     -   0.99999188  x   0.99999602  =   0.99998790
 KU2244!UTM  18      -   0.99999188  x   0.99992726  =   0.99991914
 KU2244
 KU2244:                Primary Azimuth Mark                     Grid Az
 KU2244:SPC NY L     -  TOWER                                    008 47 41.8
 KU2244:UTM  18      -  TOWER                                    008 08 18.2
 KU2244
 KU2244|---------------------------------------------------------------------|
 KU2244| PID    Reference Object                     Distance      Geod. Az  |
 KU2244|                                                           dddmmss.s |
 KU2244| KU2191 TOWER                               APPROX. 1.7 KM 0092428.0 |
 KU2244| KU2246 PORT JEFFERSON ST CHARLES HOSP      APPROX. 1.0 KM 0181201.1 |
 KU2244| KU2194 PORT JEFFERSON WATER AUT SPIPE      APPROX. 1.0 KM 0483831.8 |
 KU2244| CB6674 CEMETERY HILL RM 3 AZIMUTH                         05437     |
 KU2244| KU2193 HOSPITAL                            APPROX. 0.8 KM 0643053.0 |
 KU2244| CB6671 CEMETERY HILL AZ MK                                0901941.3 |
 KU2244| KU2195 PORT JEFFERSON STA STANDPIPE        APPROX. 0.7 KM 0964240.0 |
 KU2244| KU4512 ROCKY POINT RCA TOWER 1 BEACON      APPROX.10.7 KM 0965311.2 |
 KU2244| CB6673 CEMETERY HILL RM 2                    9.090 METERS 16230     |
 KU2244| KU2337 CHAPEL                              APPROX. 5.8 KM 2554125.9 |
 KU2244| CB6672 CEMETERY HILL RM 1                    6.056 METERS 25558     |
 KU2244| KU2219 SETAUKET METH CHURCH SPIRE          APPROX. 3.7 KM 2794007.4 |
 KU2244| KU2215 POLE                                APPROX. 4.3 KM 2852506.2 |
 KU2244| KU2216 SETAUKET PRESB CHURCH SPIRE         APPROX. 4.2 KM 2852702.1 |
 KU2244| KU2214 SETAUKET CAROLINE EPIS CHURCH       APPROX. 4.3 KM 2860104.4 |
 KU2244| KU2232 VANE                                APPROX. 2.2 KM 3202129.4 |
 KU2244| KU2227 PORT JEFFERSON E BREAKWATER LT      APPROX. 4.7 KM 3291613.4 |
 KU2244| KU2236 PORT JEFFERSON NEWCOMB GARAGE       APPROX. 1.4 KM 3374201.8 |
 KU2244| KU2235 FLAGPOLE                            APPROX. 3.4 KM 3404901.8 |
 KU2244| KU2242 BAPTIST                             APPROX. 1.1 KM 3440933.1 |
 KU2244|---------------------------------------------------------------------|
 KU2244
 KU2244                          SUPERSEDED SURVEY CONTROL
 KU2244
 KU2244  NAD 83(1996)-  40 56 09.32793(N)    073 03 47.02017(W) AD(       ) 1
 KU2244  NAD 83(1992)-  40 56 09.32669(N)    073 03 47.01952(W) AD(       ) 1
 KU2244  NAD 83(1986)-  40 56 09.32994(N)    073 03 47.02210(W) AD(       ) 1
 KU2244  NAD 27      -  40 56 08.98606(N)    073 03 48.62382(W) AD(       ) 1
 KU2244  NGVD 29 (07/19/86)   82.7    (m)          271.     (f) VERT ANG       
 KU2244
 KU2244.Superseded values are not recommended for survey control.
 KU2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2244.See file dsdata.txt to determine how the superseded data were derived.
 KU2244
 KU2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6306233450(NAD 83)
 KU2244_MARKER: Z = SEE DESCRIPTION
 KU2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2244
 KU2244  HISTORY     - Date     Condition        Report By
 KU2244  HISTORY     - 1931     MONUMENTED       CGS
 KU2244  HISTORY     - 1885     GOOD             CGS
 KU2244  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KU2244  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KU2244  HISTORY     - 1932     GOOD             CGS
 KU2244  HISTORY     - 1939     GOOD             CGS
 KU2244  HISTORY     - 1951     GOOD             CGS
 KU2244  HISTORY     - 1962     GOOD             CGS
 KU2244  HISTORY     - 1965     GOOD             LOCENG
 KU2244  HISTORY     - 1966     GOOD             CGS
 KU2244  HISTORY     - 1967     GOOD             CGS
 KU2244  HISTORY     - 19961024 GOOD             USPSQD
 KU2244  HISTORY     - 20001115 GOOD             LOCSUR
 KU2244
 KU2244                          STATION DESCRIPTION
 KU2244
 KU2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (GB)
 KU2244'ON HIGHEST PART OF LAND IN CEMETERY AT PORT JEFFERSON.  MARKED
 KU2244'BY A 3-INCH DRAIN TILE WITH ITS TOP JUST UNDER THE
 KU2244'GROUND.  STATION IS ON NORTHERN EDGE OF SUMMIT AND JUST ON N
 KU2244'SIDE OF ROAD WHICH PASSES OVER THE SUMMIT.  A SMALL STICK
 KU2244'WITH COPPER TACK IN END WAS THRUST INTO PIPE TO MARK THE
 KU2244'CENTER.  WITNESS MARK IS A HOLE 1 INCH IN DIAMETER AND 2 INCHES
 KU2244'DEEP DRILLED IN A ROCK WHICH LIES TO SOUTHWARD AND WESTWARD.
 KU2244'ROCK IS GRANITIC AND IS COVERED WITH LICHENS.  IT IS ABOUT 4 FEET
 KU2244'LONG E AND W BY 3 WIDE AND RISES 6 OR 8 INCHES ABOVE THE
 KU2244'SURFACE.  IT HAS A STEEP FACE TOWARD THE STATION, BUT
 KU2244'SLOPES TO THE GROUND IN THE OTHER DIRECTION.  HOLE IS NEAR
 KU2244'EDGE TOWARD STATION, AND IS DISTANT THEREFROM 17.61 FEET.
 KU2244'THE ANGLE AT THE WITNESS MARK FROM STATION TO OLD FIELD
 KU2244'LIGHTHOUSE IS 54 DEG 50 MIN.
 KU2244
 KU2244                          STATION RECOVERY (1931)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 KU2244'STATION RECOVERED AS DESCRIBED THOUGH THERE WAS NO STICK WITH
 KU2244'COPPER TACK AFTER THESE 48 YEARS.  ALSO NO WITNESS MARK WAS
 KU2244'FOUND AS DESCRIBED THOUGH SEXTON OF THE CEMETERY REMEMBERED IT
 KU2244'AND BY ITS APPROXIMATE LOCATION STATION WAS FINALLY FOUND.
 KU2244'
 KU2244'TWO NEW REFERENCE MARKS WERE SET.  ALSO, OVER THE OLD STATION
 KU2244'MARK A CONCRETE CAP WAS PLACED WITH A STANDARD DISK MARKING THE
 KU2244'CENTER.  ALL ARE NOW FLUSH WITH THE GROUND.
 KU2244'
 KU2244'REFERENCE MARKS ARE CONCRETE POSTS 12 BY 12 BY 36 INCHES WITH
 KU2244'STANDARD DISKS STAMPED CEMETERY HILL 1883 AND POINTING TO THE
 KU2244'STATION.  NO.1 IS ACROSS THE ROAD AT THE SUMMIT OF THE HILL AND
 KU2244'BESIDE A SORT OF LANE BETWEEN GRAVE PLOTS.  NO.2 IS 3 FEET S OF
 KU2244'AN 18-INCH CEDAR TREE BESIDE AND ON THE SAME SIDE OF THE ROAD
 KU2244'AS THE STATION.
 KU2244
 KU2244                          STATION RECOVERY (1931)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 KU2244'STATION RECOVERED AS DESCRIBED AND REMARKED BY C. A. EGNER.
 KU2244
 KU2244                          STATION RECOVERY (1932)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KU2244'STATION WAS FOUND AS DESCRIBED BY C.A. EGNER 1931, AND
 KU2244'F.L. GALLEN 1931 AND IN GOOD CONDITION.
 KU2244'
 KU2244'DISTANCE TO REFERENCE MARK NO.1 IS 9.08 METERS INSTEAD OF 6.02
 KU2244'METERS.  DISTANCE TO REFERENCE MARK NO.2 IS 6.055 METERS
 KU2244'INSTEAD OF 9.04 METERS, AS PREVIOUSLY DESCRIBED.
 KU2244'
 KU2244'REFERENCE MARK NO.3 1932, A STANDARD BRONZE DISK SET IN
 KU2244'CONCRETE, WAS ESTABLISHED AND IS ENE
 KU2244'OF THE STATION IN NW ANGLE OF T-INTERSECTION OF BELLE TERRE
 KU2244'ROAD AND WEST VIEW AVENUE IN WOODED AREA, AND 3 FEET N OF
 KU2244'4-INCH SQUARE CONCRETE POST MARKING PROPERTY CORNER.
 KU2244
 KU2244                          STATION RECOVERY (1939)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2244'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 KU2244'BY C. D. MEANEY, 1932.
 KU2244
 KU2244                          STATION RECOVERY (1951)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2244'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KU2244'IN GOOD CONDITION.
 KU2244'
 KU2244'THE DESCRIPTION BY C.D. MEANEY, 1932 IS ADEQUATE.
 KU2244'
 KU2244'THE AZIMUTH MARK IS NO LONG VISIBLE BECAUSE OF TREES BUT WITH
 KU2244'PROPER PERMISSION AND CLEARING, COULD BE MADE VISIBLE.
 KU2244
 KU2244                          STATION RECOVERY (1962)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JBC)
 KU2244'STATION AND RM 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU2244'RM 1 AND RM 3 NOT SEARCHE FOR BECAUSE OF DEEP SNOW.  STATION
 KU2244'WAS OCCUPIED ECCENTRICALLY.
 KU2244
 KU2244                          STATION RECOVERY (1965)
 KU2244
 KU2244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (RFD)
 KU2244'RECOVERED BY WELLS AND ATKINSON.
 KU2244'
 KU2244'STATION AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD
 KU2244'CONDITION.  DISTANCE TO R.M. 1 IS 29.84 FEET AND DISTANCE TO
 KU2244'R.M. 2 IS 19.84 FEET.
 KU2244
 KU2244                          STATION RECOVERY (1966)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 KU2244'STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 KU2244'GOOD CONDITION.  THE RECOVERY NOTE BY C.A.E. IN 1931 IS
 KU2244'ADEQUATE EXCEPT FOR THE FOLLOWING.  THE 18 INCH CEDAR TREE IS
 KU2244'GONE AND THE DISTANCES TO REFERENCE MARKS 1 AND 2 ARE CORRECT
 KU2244'AS STATED IN RECOVERY NOTE BY C.D.M. 1932.
 KU2244
 KU2244                          STATION RECOVERY (1967)
 KU2244
 KU2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2244'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 KU2244'GOOD CONDITION.  REFERENCE MARK 3 IS NO LONGER VISIBLE FROM THE
 KU2244'GROUND AND AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A
 KU2244'DIFFERENCE WAS FOUND IN THE DIRECTION AND DISTANCE TO REFERENCE
 KU2244'MARK 1.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 KU2244'MARK 2.  FOLLOWING IS A NEW DESCRIPTION.
 KU2244'
 KU2244'THE STATION IS LOCATED ON THE HIGHEST HILL OF THE CEDAR HILL
 KU2244'CEMETERY IN PORT JEFFERSON.
 KU2244'
 KU2244'TO REACH THE STATION FROM THE INTERSECTION OF SHEEP PASTURE
 KU2244'ROAD, MAIN STREET AND NORTH COUNTRY ROAD IN PORT JEFFERSON, GO
 KU2244'SOUTHWEST AND WEST ON SHEEP PASTURE ROAD FOR 0.4 MILE TO A SIDE
 KU2244'ROAD RIGHT AT SIGN WHICH READS CEDAR HILL CEMETERY.  TURN RIGHT
 KU2244'AND GO NORTH, THEN WEST ON A PAVED ROAD FOR 0.15 MILE TO A
 KU2244'FORK.  BEAR RIGHT AND GO NORTH FOR ABOUT 50 FEET, THEN TURN
 KU2244'RIGHT AND GO EAST UPHILL FOR ABOUT 100 FEET TO THE STATION ON
 KU2244'THE LEFT.
 KU2244'
 KU2244'THE STATION MARK IS A STANDARD DISK STAMPED CEMETERY HILL 1883
 KU2244'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 KU2244'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 25 FEET SOUTHEAST
 KU2244'OF THE SOUTHEAST CORNER OF A MONUMENT WHICH HAS THE NAME HAND
 KU2244'ON IT, 7.99 FEET WEST OF A FLAGPOLE AND 7 FEET NORTH OF A
 KU2244'T-INTERSECTION.
 KU2244'
 KU2244'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEMETERY HILL 1883
 KU2244'1, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KU2244'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 39.3 FEET WEST OF THE
 KU2244'FLAGPOLE, 33 FEET WEST-NORTHWEST OF THE T-INTERSECTION, 16.5
 KU2244'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE MONUMENT WITH THE
 KU2244'NAME HAND ON IT AND 8 FEET NORTH OF THE CENTER OF THE PAVED
 KU2244'ROAD.
 KU2244'
 KU2244'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEMETERY HILL 1883
 KU2244'2, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT FLUSH
 KU2244'WITH THE GROUND.  IT IS 40.3 FEET SOUTHEAST OF A MONUMENT WITH
 KU2244'THE NAME HAND ON IT, 23.8 FEET SOUTH-SOUTHWEST OF THE FLAGPOLE
 KU2244'AND 13 FEET SOUTH OF THE T-INTERSECTION.
 KU2244'
 KU2244'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CEMETERY HILL NO 3
 KU2244'1883 1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KU2244'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 37 FEET
 KU2244'NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION OF BELLE TERRE
 KU2244'ROAD AND WEST VIEW AVENUE, 24.6 FEET WEST OF THE CENTER OF
 KU2244'BELLE TERRE ROAD AND 3 FEET NORTH OF A BOUNDARY LINE MARKER
 KU2244'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 KU2244'
 KU2244'TO REACH REFERENCE MARK 3 FROM THE INTERSECTION OF SHEEP
 KU2244'PASTURE ROAD, MAIN STREET AND NORTH COUNTRY ROAD, GO NORTHEAST
 KU2244'ON NORTH COUNTRY ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT
 KU2244'AND GO NORTH ON BELLE TERRE ROAD FOR 0.1 MILE TO THE MARK ON
 KU2244'THE LEFT.
 KU2244'
 KU2244'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEMETERY HILL 1883
 KU2244'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU2244'FLUSH WITH THE GROUND.  IT IS 57 FEET NORTHEAST OF THE CENTER
 KU2244'OF THE INTERSECTION OF STATE HIGHWAY 25A AND CHESTNUT STREET,
 KU2244'26 FEET NORTH OF THE CENTER OF STATE HIGHWAY 25A, 24 FEET
 KU2244'NORTHEAST OF POWER LINE POLE NO. 13, 3.1 FEET WEST OF THE SOUTH
 KU2244'END OF A CHAIN LINK FENCE AND 1.7 FEET WEST OF A METAL WITNESS
 KU2244'POST.
 KU2244'
 KU2244'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION MENTION ABOVE,
 KU2244'GO SOUTHEAST ON MAIN STREET FOR 0.35 MILE TO A SIDE ROAD
 KU2244'LEFT.  TURN LEFT AND GO EAST ON STATE HIGHWAY 25A FOR 1.1 MILES
 KU2244'TO ITS JUNCTION WITH STATE HIGHWAY 347.  BEAR LEFT AND CONTINUE
 KU2244'EAST ON STATE HIGHWAY 25A FOR 0.7 MILE TO THE MARK ON THE LEFT.
 KU2244'
 KU2244'HEIGHT OF LIGHT ABOVE STATION MARK 75.9 FEET.
 KU2244
 KU2244                          STATION RECOVERY (1996)
 KU2244
 KU2244'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU2244'RECOVERED IN GOOD CONDITION.
 KU2244
 KU2244                          STATION RECOVERY (2000)
 KU2244
 KU2244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (FPF)
 KU2244'ORIGINAL DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1989 ***********************************************************************
 NB1989  DESIGNATION -  CEMETERY RWW 1929
 NB1989  PID         -  NB1989
 NB1989  STATE/COUNTY-  NY/LIVINGSTON
 NB1989  USGS QUAD   -  LIVONIA (1976)
 NB1989
 NB1989                         *CURRENT SURVEY CONTROL
 NB1989  ___________________________________________________________________
 NB1989* NAD 83(1996)-  42 46 11.81007(N)    077 38 39.21771(W)     ADJUSTED  
 NB1989* NAVD 88     -       464.5    (meters)    1524.     (feet)  VERTCON   
 NB1989  ___________________________________________________________________
 NB1989  X           -   1,003,500.282 (meters)                     COMP
 NB1989  Y           -  -4,581,038.959 (meters)                     COMP
 NB1989  Z           -   4,309,068.869 (meters)                     COMP
 NB1989  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NB1989  ELLIP HEIGHT-         431.51  (meters)          (01/11/99) GPS OBS
 NB1989  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NB1989
 NB1989  HORZ ORDER  -  FIRST
 NB1989  ELLP ORDER  -  FOURTH    CLASS I
 NB1989
 NB1989.The horizontal coordinates were established by classical geodetic methods
 NB1989.and adjusted by the National Geodetic Survey in January 1999..
 NB1989
 NB1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1989
 NB1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB1989
 NB1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1989
 NB1989.The ellipsoidal height was determined by GPS observations
 NB1989.and is referenced to NAD 83.
 NB1989
 NB1989.The geoid height was determined by GEOID03.
 NB1989
 NB1989;                    North         East     Units Scale Factor Converg.
 NB1989;SPC NY W     -   308,042.679   426,856.162   MT  1.00001014   +0 38 15.9
 NB1989;SPC NY W     - 1,010,636.69  1,400,443.92   sFT  1.00001014   +0 38 15.9
 NB1989;UTM  18      - 4,738,659.439   283,664.977   MT  1.00017581   -1 47 46.6
 NB1989
 NB1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1989!SPC NY W     -   0.99993233  x   1.00001014  =   0.99994247
 NB1989!UTM  18      -   0.99993233  x   1.00017581  =   1.00010813
 NB1989
 NB1989:                Primary Azimuth Mark                     Grid Az
 NB1989:SPC NY W     -  JAKMAN RWW 1929                          357 38 37.0
 NB1989:UTM  18      -  JAKMAN RWW 1929                          000 04 39.5
 NB1989
 NB1989|---------------------------------------------------------------------|
 NB1989| PID    Reference Object                     Distance      Geod. Az  |
 NB1989|                                                           dddmmss.s |
 NB1989| NB1988 JAKMAN RWW 1929                     APPROX. 7.8 KM 3581652.9 |
 NB1989|---------------------------------------------------------------------|
 NB1989
 NB1989                          SUPERSEDED SURVEY CONTROL
 NB1989
 NB1989  NAD 83(1986)-  42 46 11.81799(N)    077 38 39.20748(W) AD(       ) 1
 NB1989  NAD 27      -  42 46 11.59000(N)    077 38 40.21700(W) AD(       ) 1
 NB1989  NGVD 29 (07/19/86)  464.6    (m)         1524.     (f) VERT ANG       
 NB1989
 NB1989.Superseded values are not recommended for survey control.
 NB1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1989.See file dsdata.txt to determine how the superseded data were derived.
 NB1989
 NB1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8366538659(NAD 83)
 NB1989_MARKER: DS = TRIANGULATION STATION DISK
 NB1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1989_SP_SET: CONCRETE POST
 NB1989_STAMPING: R.W.W.
 NB1989_MARK LOGO: CGS   
 NB1989_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1989+STABILITY: SURFACE MOTION
 NB1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1989+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1988
 NB1989
 NB1989  HISTORY     - Date     Condition        Report By
 NB1989  HISTORY     - 1929     MONUMENTED       CGS
 NB1989  HISTORY     - 1943     SEE DESCRIPTION  USE
 NB1989  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1989  HISTORY     - 19880805 GOOD             NGS
 NB1989
 NB1989                          STATION DESCRIPTION
 NB1989
 NB1989'DESCRIBED BY US ENGINEERS 1943
 NB1989'STATION IS LOCATED 3.5 MI. S AND 1.5 MI. E OF LIVONIA, ON
 NB1989'CEMETERY HILL, 60 FT. W OF THE SE CORNER OF HARDER CEMETERY, ON AN
 NB1989'OLD FENCE LINE AT THE S END OF THE CEMETERY, AND ON THE HIGH
 NB1989'POINT OF A HILL.  IT IS A STANDARD BRONZE DISK, STAMPED RWW
 NB1989'CEMETERY AND EMBEDDED IN A CONCRETE POST.
 NB1989'
 NB1989'REFERENCE MARK 1 IS 3 FT. W OF A N-S FENCE, 1 FT. N OF THE E-W
 NB1989'FENCE IN THE SE CORNER OF HARDER CEMETERY.  IT IS AN IRON PIN,
 NB1989'SET IN THE TOP OF A 1-1/2-IN. CONCRETE-FILLED PIPE PROJECTING
 NB1989'8-IN. ABOVE THE GROUND.
 NB1989'
 NB1989'REFERENCE MARK 2 IS 3 FT. N OF THE E-W FENCE IN THE SW CORNER
 NB1989'OF HARDER CEMETERY.  IT IS AN IRON PIN SET IN THE TOP OF A
 NB1989'4-IN. CONCRETE-FILLED PIPE AND PROJECTS 8 IN. ABOVE THE GROUND.
 NB1989'
 NB1989'REFERENCE MARK 3 IS 5 FT. S OF A FORK OF A DIM ROAD IN
 NB1989'HARDER CEMETERY ON THE SLOPE OF A HILL.  IT IS AN IRON PIN, SET
 NB1989'IN THE TOP OF A 4-IN. CONCRETE-FILLED IRON PIPE PROJECTING
 NB1989'8-IN. ABOVE THE GROUND.
 NB1989'
 NB1989'TO REACH FROM THE POST OFFICE IN LIVONIA GO 0.10 MI. N ALONG
 NB1989'MAIN STREET, TURN RIGHT AND GO 1.5 MI. E ALONG U.S. HIGHWAY 20-A
 NB1989'TO THE LIVONIA CENTER TRAFFIC LIGHT, TURN RIGHT AND GO 3.55 MI. S
 NB1989'ALONG A BLACK TOP ROAD, TURN RIGHT AND GO 0.05 MI. W ALONG A
 NB1989'GRAVEL ROAD TO THE W EDGE OF A WOODS, AND TURN LEFT AND FOLLOW
 NB1989'A DIM ROAD THROUGH A CEMETERY TO THE TOP OF A HILL AND THE
 NB1989'STATION.
 NB1989
 NB1989                          STATION RECOVERY (1974)
 NB1989
 NB1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1989'STATION MARK AND ALL 3 REFERENCE MARKS WERE RECOVERED IN GOOD
 NB1989'CONDITION.  NO DISTANCE AVAILABLE FOR RM 1, AND NONE OF THE
 NB1989'ANGLES OR DISTANCES WERE CHECKED AT THIS TIME.  VIEW FROM STATION
 NB1989'IS GOOD EXCEPT FOR SOME TREES TO NORTH AND NORTHEAST.
 NB1989'
 NB1989'STATION IS LOCATED ON CEMETERY HILL, AT SOUTH END OF
 NB1989'HARDER CEMETERY, ON HIGHEST POINT OF THE HILL.  STATION MARK
 NB1989'IS A BRONZE DISK STAMPED RWW CEMETERY, SET IN THE TOP OF A
 NB1989'CONCRETE MONUMENT 24 INCHES BELOW GROUND.  IT IS 67 FEET SOUTHEAST
 NB1989'OF THE JAMES D. WARRINGTON HEADSTONE, 64 FEET SOUTHWEST OF THE
 NB1989'NATHAN G. MARSH HEADSTONE, AND ALONG OLD FENCE ROW.
 NB1989'
 NB1989'RM NO.1 IS AN IRON PIN SET IN THE TOP OF A 1-1/2-INCH IRON
 NB1989'PIPE FILLED WITH CONCRETE AND PROJECTING 6 INCHES FROM GROUND.  IT
 NB1989'IS 3 FEET WEST OF THE FENCE LINE, AT SOUTHEAST CORNER OF THE
 NB1989'CEMETERY.
 NB1989'
 NB1989'RM NO.2 IS AN IRON PIN SET IN THE CENTER OF A 4-INCH IRON PIPE
 NB1989'FILLED WITH CONCRETE AND PROJECTING 6 INCHES FROM GROUND.  IT
 NB1989'IS AT SOUTHWEST CORNER OF THE CEMETERY, IN BRUSH, 3 FEET EAST
 NB1989'OF RANGE OF THE HEDGE ROW RUNNING NORTH.
 NB1989'
 NB1989'RM NO.3 IS AN IRON PIN SET IN THE CENTER OF A 4-INCH IRON PIPE
 NB1989'FILLED WITH CONCRETE AND PROJECTING 15 INCHES FROM GROUND.  IT
 NB1989'IS 94 FEET NORTH OF THE WARRINGTON HEADSTONE AND 71 FEET
 NB1989'WEST-NORTHWEST OF THE ALICE PENNOCK HEADSTONE.
 NB1989'
 NB1989'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 20A AND NY RTE. 15
 NB1989'IN LIVONIA, GO EAST ON RTE. 20A FOR 1.6 MILES TO A CROSSROAD IN
 NB1989'LIVONIA CENTER.  GO SOUTH ON FEDERAL ROAD FOR 3.6 MILES TO A
 NB1989'T-ROAD LEFT.  GO LEFT ON HARDER ROAD FOR 0.1 MILE TO A RUTTED
 NB1989'DRIVEWAY ON THE RIGHT.  GO SOUTH ON THIS OLD DRIVEWAY TO STATION
 NB1989'ON HILL IN CEMETERY.
 NB1989'
 NB1989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1989'4 MILES SOUTHEAST OF LIVONIA.
 NB1989
 NB1989                          STATION RECOVERY (1988)
 NB1989
 NB1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NB1989'THE STATION WAS RECOVERED IN GOOD CONDITION, A DESCREPENCY WAS NOTED
 NB1989'IN THE STAMPING, CEMETERY WAS NOT FOUND ON THE DISK, AFTER CONVERSING
 NB1989'WITH GRAVITY AND SPACE GEODESY SECTION AND THE FIELD OPERATIONS
 NB1989'SECTION, IT WAS DETERMINED THAT THE STATION WAS THE RIGHT ONE.
 NB1989'A NEW DESCRIPTION FOLLOWS.
 NB1989'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHEAST OF CONESUS,
 NB1989'6.4 KM (4.00 MI) SOUTHEAST OF LIVONIA, 2.4 KM (1.50 MI) SOUTHWEST OF
 NB1989'HEMLOCK, ON TOPOF THE HIGHEST POINT OF CEMETERY HILL, ON THE EAST EDGE
 NB1989'OF THE LOCAL HARDER CEMETERY.
 NB1989'OWNERSHIP--UNKNOWN.
 NB1989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20A AND STATE
 NB1989'HIGHWAY 15 IN LIVONIA, GO EAST FOR 2.6 KM (1.60 MI) ON HIGHWAY 20A TO
 NB1989'THE MAIN CROSSROAD IN LIVONIA CENTER.  TURN LEFT AND GO SOUTH FOR 5.7
 NB1989'KM (3.55 MI) ON FEDERAL ROAD TO A PAVED SIDE ROAD ON THE LEFT.  TURN
 NB1989'LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON HARDER ROAD TO A GRAVEL TRACK
 NB1989'ROAD LEADING UPHILL THROUGH RHE TREES ON THE RIGHT.  TURN RIGHT AND GO
 NB1989'SOUTH UPHILL FOR 0.2 KM (0.10 MI) ON THE TRACK ROAD TO THE STATION IN
 NB1989'THE BUSH LINE ON THE SOUTH SIDE OF THE CENETERY.
 NB1989'THE STATION IS A STANDARD IN COOPERATION WITH CGS DISK SET IN THE TOP
 NB1989'OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER RECESSED 50 CM BELOW
 NB1989'GROUND.  LOCATED 19.8 M (65.0 FT) SOUTHEAST FROM THE LARGE HEADSTONE
 NB1989'FOR JAMES D WARRINGTON, 18.4 M (60.4 FT) SOUTHWEST FROM THE LARGE
 NB1989'HEADSTONE FOR NATHAN G. MARSH, AND 0.3 M (1.0 FT) NORTHWEST FROM A
 NB1989'METAL WITNESS POST.
 NB1989'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9618 ***********************************************************************
 AA9618  DESIGNATION -  CEN PT
 AA9618  PID         -  AA9618
 AA9618  STATE/COUNTY-  NY/SUFFOLK
 AA9618  USGS QUAD   -  NORTHPORT (1979)
 AA9618
 AA9618                         *CURRENT SURVEY CONTROL
 AA9618  ___________________________________________________________________
 AA9618* NAD 83(1996)-  40 54 04.12836(N)    073 21 35.14325(W)     ADJUSTED  
 AA9618* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AA9618  ___________________________________________________________________
 AA9618  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AA9618  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AA9618
 AA9618  HORZ ORDER  -  THIRD
 AA9618
 AA9618.The horizontal coordinates were established by classical geodetic methods
 AA9618.and adjusted by the National Geodetic Survey in January 1999..
 AA9618
 AA9618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9618
 AA9618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9618
 AA9618.The geoid height was determined by GEOID03.
 AA9618
 AA9618;                    North         East     Units Scale Factor Converg.
 AA9618;SPC NY L     -    81,758.795   353,946.207   MT  0.99999530   +0 25 07.6
 AA9618;SPC NY L     -   268,236.98  1,161,238.51   sFT  0.99999530   +0 25 07.6
 AA9618;UTM  18      - 4,529,078.495   638,155.150   MT  0.99983492   +1 04 26.9
 AA9618
 AA9618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9618!SPC NY L     -   1.00000446  x   0.99999530  =   0.99999976
 AA9618!UTM  18      -   1.00000446  x   0.99983492  =   0.99983937
 AA9618
 AA9618                          SUPERSEDED SURVEY CONTROL
 AA9618
 AA9618  NAD 83(1996)-  40 54 04.13091(N)    073 21 35.14244(W) AD(       ) 3
 AA9618  NAD 83(1986)-  40 54 04.13167(N)    073 21 35.14453(W) AD(       ) 3
 AA9618  NGVD 29 (01/19/96)    2.5    (m)            8.     (f) VERT ANG       
 AA9618
 AA9618.Superseded values are not recommended for survey control.
 AA9618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9618.See file dsdata.txt to determine how the superseded data were derived.
 AA9618
 AA9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3815529078(NAD 83)
 AA9618_MARKER: DD = SURVEY DISK
 AA9618_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9618_STAMPING: CENPT 1990
 AA9618_MARK LOGO: NOS   
 AA9618_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9618+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9618
 AA9618  HISTORY     - Date     Condition        Report By
 AA9618  HISTORY     - 1990     MONUMENTED       NOS
 AA9618
 AA9618                          STATION DESCRIPTION
 AA9618
 AA9618'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9618'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9618'OF THE ISLAND ABOUT 3 NAUTICAL MILES NORTHEAST OF THE TOWN OF
 AA9618'HUNTINGTON ON THE WEST SHORE OF NORTHPORT HARBOR NEAR THE EASTERNMOST
 AA9618'POINT OF LITTLE NECK ON THE PROPERTY OF CENTERPORT YACHT CLUB.  TO
 AA9618'REACH THE STATION FROM THE JUNCTION OF N.Y. HWY 25A AND LITTLE NECK
 AA9618'ROAD IN THE VILLAGE OF CENTERPORT, GO NORTH ON LITTLE NECK ROAD FOR
 AA9618'1.6 KM (1.00 MI) TO MORAHAPA ROAD ON THE RIGHT, TURN RIGHT AND GO 0.15
 AA9618'KM (0.10 MI) TO BEACH PLUM DRIVE ON THE LEFT, TURN LEFT AND GO 0.48 KM
 AA9618'(0.30 MI) TO THE PARKING LOT OF THE CENTERPORT YACHT CLUB AND THE
 AA9618'STATION AHEAD NEAR A BULKHEAD. THE STATION MARK IS AN NOS BRONZE DISK
 AA9618'STAMPED ---CENPT 1990--- CEMENTED INTO A DRILL HOLE IN A CONCRETE
 AA9618'SLAB.  IT IS 15.1 M (49.5 FT) NORTH OF THE CENTERLINE OF A SURFACED
 AA9618'BOAT RAMP, 10.1 M (33.1 FT) SOUTH OF THE SOUTHEAST CORNER OF A WHITE
 AA9618'SHED, 0.65 M (2.13 FT) WEST OF THE BULKHEAD AND ABOUT 80 M (262.5 FT)
 AA9618'EAST OF THE CENTERPORT YACHT CLUB MAIN CLUBHOUSE.  DESCRIBED BY P B
 AA9618'WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3469 ***********************************************************************
 KU3469  DESIGNATION -  CENTENNIAL TOWER 1904
 KU3469  PID         -  KU3469
 KU3469  STATE/COUNTY-  NY/KINGS
 KU3469  USGS QUAD   -  CONEY ISLAND (1979)
 KU3469
 KU3469                         *CURRENT SURVEY CONTROL
 KU3469  ___________________________________________________________________
 KU3469* NAD 83(1996)-  40 34 28.33522(N)    073 58 30.14290(W)     ADJUSTED  
 KU3469* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU3469  ___________________________________________________________________
 KU3469  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 KU3469  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU3469
 KU3469  HORZ ORDER  -  SECOND
 KU3469
 KU3469.The horizontal coordinates were established by classical geodetic methods
 KU3469.and adjusted by the National Geodetic Survey in January 1999..
 KU3469
 KU3469.The orthometric height was scaled from a topographic map.
 KU3469
 KU3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3469
 KU3469.The geoid height was determined by GEOID03.
 KU3469
 KU3469;                    North         East     Units Scale Factor Converg.
 KU3469;SPC NY L     -    45,292.444   302,113.499   MT  1.00000640   +0 00 58.8
 KU3469;SPC NY L     -   148,596.96    991,184.04   sFT  1.00000640   +0 00 58.8
 KU3469;SPC NJ       -   193,437.211   194,446.074   MT  0.99992431   +0 20 29.3
 KU3469;SPC NJ       -   634,635.25    637,945.16   sFT  0.99992431   +0 20 29.3
 KU3469;UTM  18      - 4,492,033.186   586,753.365   MT  0.99969264   +0 40 00.2
 KU3469
 KU3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3469!SPC NY L     -   1.00000478  x   1.00000640  =   1.00001118
 KU3469!SPC NJ       -   1.00000478  x   0.99992431  =   0.99992909
 KU3469!UTM  18      -   1.00000478  x   0.99969264  =   0.99969742
 KU3469
 KU3469:                Primary Azimuth Mark                     Grid Az
 KU3469:SPC NY L     -  PROSPECT WATER TOWER 1903                003 24 29.7
 KU3469:SPC NJ       -  PROSPECT WATER TOWER 1903                003 04 59.2
 KU3469:UTM  18      -  PROSPECT WATER TOWER 1903                002 45 28.3
 KU3469
 KU3469|---------------------------------------------------------------------|
 KU3469| PID    Reference Object                     Distance      Geod. Az  |
 KU3469|                                                           dddmmss.s |
 KU3469| KU3532 PROSPECT WATER TOWER 1903           APPROX.10.9 KM 0032528.5 |
 KU3469| KU3530 RIDGEWOOD GATE HOUSE                APPROX.14.8 KM 0291907.3 |
 KU3469| KU3535 CANARSIE THE WHITE HOUSE FLAG       APPROX. 9.6 KM 0482721.3 |
 KU3469| KU3494 BERGEN BEACH SPIRE                  APPROX. 8.1 KM 0533542.5 |
 KU3469|---------------------------------------------------------------------|
 KU3469
 KU3469                          SUPERSEDED SURVEY CONTROL
 KU3469
 KU3469  NAD 83(1986)-  40 34 28.33601(N)    073 58 30.14181(W) AD(       ) 2
 KU3469  NAD 27      -  40 34 27.95900(N)    073 58 31.64400(W) AD(       ) 2
 KU3469
 KU3469.Superseded values are not recommended for survey control.
 KU3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3469.See file dsdata.txt to determine how the superseded data were derived.
 KU3469
 KU3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8675392033(NAD 83)
 KU3469_MARKER: 62 = FLAGPOLE
 KU3469
 KU3469  HISTORY     - Date     Condition        Report By
 KU3469  HISTORY     - 1904     FIRST OBSERVED   CGS
 KU3469  HISTORY     - 1913     SEE DESCRIPTION  CGS
 KU3469
 KU3469                          STATION DESCRIPTION
 KU3469
 KU3469'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (ATM)
 KU3469'STATION IS THE SKELETON STEEL TOWER KNOWN AS CENTENNIAL TOWER
 KU3469'AND IS ON SURF AVENUE, CONEY ISLAND.
 KU3469'
 KU3469'IT IS REACHED BY THE CONEY ISLAND L TRAINS FROM BROOKLYN.  IT
 KU3469'IS WHOLLY OF STEEL, WITH AN OBSERVING PLATFORM WITH A WOODEN
 KU3469'FLOOR.  THIS PLATFORM HAS A FLAT PYRAMIDAL ROOF OVER IT.  THE
 KU3469'OBSERVING PLATFORM IS REACHED BY TWO ELEVATORS RUNNING THROUGH
 KU3469'THE CENTER OF THE TOWER TO A PLATFORM JUST BELOW THE OBSERVING
 KU3469'PLATFORM, WHICH IS REACHED BY A COUPLE OF FLIGHTS OF STAIRS.
 KU3469'THE STATION IS A WOODEN FLAGPOLE WHICH IS SET INTO A HOLLOW
 KU3469'BUILT UP STEEL TUBE RUNNING FROM TOP OF TOWER TO PLATFORM.
 KU3469'
 KU3469'ALL OBSERVATIONS AT THIS STATION WERE OBTAINED WITH DIFFICULTY,
 KU3469'AS THE TOWER WAS CLOSED EACH DAY UNTIL 1 P.M., WHEN IT WAS
 KU3469'OPENED TO THE PUBLIC WHO KEPT MOVING AROUND THE THEODOLITE AND
 KU3469'PLATFORM.  THE ELEVATORS WERE ALSO KEPT RUNNING DURING THE
 KU3469'WHOLE TIME OBSERVATIONS WERE BEING MADE.
 KU3469
 KU3469                          STATION RECOVERY (1913)
 KU3469
 KU3469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (W)
 KU3469'TOWER DESTROYED BY FIRE.  STATION MARK (IF ONE WAS PLACED UNDER
 KU3469'TOWER) MAY STILL BE INTACT UNDER DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0051 ***********************************************************************
 OG0051  DESIGNATION -  CENTER
 OG0051  PID         -  OG0051
 OG0051  STATE/COUNTY-  NY/ORLEANS
 OG0051  USGS QUAD   -  KENDALL (1978)
 OG0051
 OG0051                         *CURRENT SURVEY CONTROL
 OG0051  ___________________________________________________________________
 OG0051* NAD 83(1986)-  43 21 49.     (N)    078 03 20.     (W)     SCALED    
 OG0051* NAVD 88     -        84.016  (meters)     275.64   (feet)  ADJUSTED  
 OG0051  ___________________________________________________________________
 OG0051  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OG0051  DYNAMIC HT  -          83.999 (meters)     275.59  (feet)  COMP
 OG0051  MODELED GRAV-     980,416.6   (mgal)                       NAVD 88
 OG0051
 OG0051  VERT ORDER  -  FIRST     CLASS II
 OG0051
 OG0051.The horizontal coordinates were scaled from a topographic map and have
 OG0051.an estimated accuracy of +/- 6 seconds.
 OG0051
 OG0051.The orthometric height was determined by differential leveling
 OG0051.and adjusted by the National Geodetic Survey in June 1991..
 OG0051
 OG0051.The geoid height was determined by GEOID03.
 OG0051
 OG0051.The dynamic height is computed by dividing the NAVD 88
 OG0051.geopotential number by the normal gravity value computed on the
 OG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0051.degrees latitude (g = 980.6199 gals.).
 OG0051
 OG0051.The modeled gravity was interpolated from observed gravity values.
 OG0051
 OG0051;                    North         East    Units  Estimated Accuracy
 OG0051;SPC NY W     -   373,700.      392,780.      MT  (+/- 180 meters Scaled)
 OG0051
 OG0051                          SUPERSEDED SURVEY CONTROL
 OG0051
 OG0051  NGVD 29 (??/??/92)   84.202  (m)          276.25   (f) ADJ UNCH    1 2
 OG0051
 OG0051.Superseded values are not recommended for survey control.
 OG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0051.See file dsdata.txt to determine how the superseded data were derived.
 OG0051
 OG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ385054(NAD 83)
 OG0051_MARKER: DB = BENCH MARK DISK
 OG0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0051_SP_SET: CULVERT
 OG0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0051
 OG0051  HISTORY     - Date     Condition        Report By
 OG0051  HISTORY     - UNK      MONUMENTED       USLS
 OG0051  HISTORY     - 1967     GOOD             USLS
 OG0051
 OG0051                          STATION DESCRIPTION
 OG0051
 OG0051'DESCRIBED BY US LAKE SURVEY 1967
 OG0051'3.8 MI E FROM POINT BREEZE.
 OG0051'IS IN ORLEANS COUNTY, NEW YORK, 3.8 MILES EAST OF INTERSECTIONS OF
 OG0051'POINT BREEZE RD., LAKESHORE RD. AND WATER ST., IN POINT BREEZE, TO
 OG0051'TRANSIT RD., 0.6 MILE SOUTH ON TRANSIT RD., TO LAKESHORE RD., 3.1
 OG0051'MILES EAST ON LAKESHORE RD., 50 FEET EAST OF CENTERLINE OF CENTER
 OG0051'RD., 15 FEET NORTH OF CENTERLINE OF LAKESHORE RD., 3.9 FEET EAST OF
 OG0051'WEST FACE, 0.6 FOOT SOUTH OF NORTH FACE OF CONCRETE CULVERT, FLUSH
 OG0051'WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OG0051'BRONZE DISC SET INTO TOP OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2903 ***********************************************************************
 KU2903  DESIGNATION -  CENTER ISLAND 1884
 KU2903  PID         -  KU2903
 KU2903  STATE/COUNTY-  NY/NASSAU
 KU2903  USGS QUAD   -  BAYVILLE (1975)
 KU2903
 KU2903                         *CURRENT SURVEY CONTROL
 KU2903  ___________________________________________________________________
 KU2903* NAD 83(1996)-  40 53 29.17520(N)    073 31 29.29422(W)     ADJUSTED  
 KU2903* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 KU2903  ___________________________________________________________________
 KU2903  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KU2903  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KU2903
 KU2903  HORZ ORDER  -  SECOND
 KU2903
 KU2903.The horizontal coordinates were established by classical geodetic methods
 KU2903.and adjusted by the National Geodetic Survey in January 1999..
 KU2903
 KU2903.The orthometric height was scaled from a topographic map.
 KU2903
 KU2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2903
 KU2903.The geoid height was determined by GEOID03.
 KU2903
 KU2903;                    North         East     Units Scale Factor Converg.
 KU2903;SPC NY L     -    80,592.050   340,045.846   MT  0.99999516   +0 18 38.9
 KU2903;SPC NY L     -   264,409.08  1,115,633.75   sFT  0.99999516   +0 18 38.9
 KU2903;SPC CT       -   159,145.927   239,503.396   MT  1.00004551   -0 30 49.5
 KU2903;SPC CT       -   522,131.26    785,770.73   sFT  1.00004551   -0 30 49.5
 KU2903;UTM  18      - 4,527,753.121   624,271.582   MT  0.99979008   +0 57 57.0
 KU2903
 KU2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2903!SPC NY L     -   1.00000064  x   0.99999516  =   0.99999580
 KU2903!SPC CT       -   1.00000064  x   1.00004551  =   1.00004615
 KU2903!UTM  18      -   1.00000064  x   0.99979008  =   0.99979072
 KU2903
 KU2903                          SUPERSEDED SURVEY CONTROL
 KU2903
 KU2903  NAD 83(1996)-  40 53 29.17766(N)    073 31 29.29343(W) AD(       ) 2
 KU2903  NAD 83(1992)-  40 53 29.17757(N)    073 31 29.29324(W) AD(       ) 2
 KU2903  NAD 83(1986)-  40 53 29.17845(N)    073 31 29.29492(W) AD(       ) 2
 KU2903  NAD 27      -  40 53 28.83000(N)    073 31 30.85700(W) AD(       ) 2
 KU2903
 KU2903.Superseded values are not recommended for survey control.
 KU2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2903.See file dsdata.txt to determine how the superseded data were derived.
 KU2903
 KU2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2427227753(NAD 83)
 KU2903_MARKER: Z = SEE DESCRIPTION
 KU2903_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2903_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2903
 KU2903  HISTORY     - Date     Condition        Report By
 KU2903  HISTORY     - 1884     MONUMENTED       CGS
 KU2903  HISTORY     - 1887     GOOD             CGS
 KU2903  HISTORY     - 1893     GOOD             LOCENG
 KU2903  HISTORY     - 1916     SEE DESCRIPTION  CGS
 KU2903  HISTORY     - 1934     MARK NOT FOUND   CGS
 KU2903  HISTORY     - 1939     GOOD             CGS
 KU2903  HISTORY     - 1951     GOOD             CGS
 KU2903  HISTORY     - 1965     GOOD             CGS
 KU2903
 KU2903                          STATION DESCRIPTION
 KU2903
 KU2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (GB)
 KU2903'STATION IS LOCATED ON LAND OWNED BY ISAAC SMITH AND JACOB SMITH
 KU2903'ON CENTER ISLAND.  THE HILL IS ABOUT 1/2 MILE SE OF THEIR
 KU2903'HOME.  IT IS NEARLY BARE OF TREES, REGULAR IN SHAPE, AND NOW IN
 KU2903'GRASS.  THE STATION IS ON THE WESTERN SIDE OF THE
 KU2903'SUMMIT.  ERECTED HERE, A SIGNAL CONSISTING OF 2-INCH POLE
 KU2903'PAINTED IN SECTIONS ALTERNATELY BLACK AND WHITE, AND SUPPORTED
 KU2903'BY 3 BRACES.
 KU2903'
 KU2903'CENTER MARK IS A FULL SECTION OF 3-INCH EARTHENWARE DRAINPIPE,
 KU2903'2 FEET LONG, WHICH IS BURIED SO THAT THE FLANGE ON TOP IS ABOUT
 KU2903'20 INCHES BELOW GROUND.  THE PIPE IS FILLED WITH EARTH AND IN
 KU2903'THE EARTH IS THRUST A STICK WITH A COPPER TACK IN ITS HEAD, THE
 KU2903'TACK MARKING THE CENTER OF PIPE AND STATION.  ABOUT AN INCH OF
 KU2903'EARTH IS PACKED OVER THE PIPE AND ON IT RESTS THE FOOT OF THE
 KU2903'CENTER POST.  THE CENTER POST IS A 4- BY 4-INCH SAWED SPRUCE
 KU2903'WITH A HOLE IN ITS HEAD WHICH MARKS THE CENTER OF POST AND
 KU2903'STATION.  THE HEAD IS FLUSH WITH THE GROUND AND IN THE HOLE
 KU2903'RESTS LOOSELY THE FOOT BOLT OF THE SIGNAL POLE.
 KU2903'
 KU2903'NO REFERENCE STAKES WERE PLACED, AS ONE OF THE OWNERS STATED
 KU2903'THAT THE GROUND WOULD BE PLOUGHED UP NEXT YEAR, IN WHICH CASE
 KU2903'ALL SUCH SURFACE MARKS WOULD BE OBLITERATED.  CHARLES
 KU2903'W. UNDERHILL OF OYSTER BAY ASSISTED IN MARKING THIS STATION.
 KU2903'
 KU2903'ROCK 1 IS ABOUT 5 FEET LONG BY 2 FEET WIDE AND 3 FEET HIGH AND
 KU2903'COMES TO A POINT AT THE NW END.  IT IS BROWN IN COLOR.  ON THE
 KU2903'NORTHERN SIDE OF THE POINT IS A CROSS DRILLED DEEP, WITH A
 KU2903'DEEPER HOLE IN CENTER.  THE CROSS IS ABOUT 2 INCHES LONG.  FROM
 KU2903'THE CROSS THE STATION BEARS BY COMPASS N 10 DEG W AND IS
 KU2903'DISTANT 88.36 FEET BY STEEL TAPE OVER SURFACE OF GROUND.
 KU2903'
 KU2903'ROCK 2 IS ALSO A BROWN ROCK.  IT IS ABOUT 8 FEET LONG BY 5
 KU2903'FEET WIDE AND 4 FEET HIGH.  IT IS REGULAR IN SHAPE AND ON ITS
 KU2903'SUMMIT IS A CROSS SIMILAR TO THE ABOVE.  FROM THE CROSS THE
 KU2903'STATION BEARS BY COMPASS S 45 DEG E AND IS DISTANT BY STEEL
 KU2903'TAPE OVER SURFACR OF GROUND 135.06 FEET.
 KU2903
 KU2903                          STATION RECOVERY (1887)
 KU2903
 KU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1887 (EGB)
 KU2903'STATION FOUND IN GOOD CONDITION, TRIPOD FIRM AND REFERENCE
 KU2903'ROCKS UNDISTURBED.
 KU2903
 KU2903                          STATION RECOVERY (1893)
 KU2903
 KU2903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1893
 KU2903'RECOVERED BY FORD AND BEACH.
 KU2903'
 KU2903'STATION FOUND.  ERECTED A 12-FOOT TRIPOD AND WHITEWASHED.  IT
 KU2903'WOULD BE HARD TO DESTROY SUBSURFACE MARK WITHOUT DELIBERATE
 KU2903'INTENT.  SOIL IS VERY ROCKY, AND IT IS ONLY A QUESTION OF
 KU2903'PATIENCE TO FIND STATION BY DIGGING.
 KU2903
 KU2903                          STATION RECOVERY (1916)
 KU2903
 KU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (EER)
 KU2903'STATION WAS FOUND AND RE-MARKED.  FOUND, AS SUBSURFACE MARK,
 KU2903'A SOIL PIPE (3 INCHES) WITH TOP ABOUT 18 INCHES BELOW SURFACE
 KU2903'AND IN GOOD CONDITION.  PIPE WAS NOT DISTURBED, A LITTLE SOIL
 KU2903'PLACED ON TOP OF IT AND THEN AN 18-INCH LENGTH OF 3-INCH SOIL
 KU2903'PIPE SET VERTICALLY OVER THE FIRST PIPE BY MEANS OF A
 KU2903'PLUMMET.  CONCRETE WAS RUN INTO AND AROUND THIS PIPE.  IN THE
 KU2903'UPPER FACE OF THE CONCRETE AND ABOUT 2 INCHES OVER THE CENTER
 KU2903'OF THE TOP OF THE TILE WAS PLACED A REGULATION BRONZE STATION
 KU2903'MARK.  THIS BRINGS THE STATION MARK ABOUT 3 INCHES ABOVE
 KU2903'THE SURFACE OF THE GROUND.
 KU2903'
 KU2903'REFERENCE MARK NO.1 (APPARENTLY SAME AS REFERENCE MARK NO.1
 KU2903'OF 1893) WAS FOUND TO BE 26.93 METERS S 12 DEG E FROM STATION.
 KU2903'
 KU2903'REFERENCE MARK 2 (APPARENTLY SAME AS REFERENCE MARK NO.2 OF
 KU2903'1893) WAS FOUND TO BE 41.15 METERS N 41 DEG W FROM STATION.
 KU2903'
 KU2903'REFERENCE MARK 3 (APPARENTLY SAME AS REFERENCE MARK NO.1) IS
 KU2903'VERY CLOSE TO UPPER CORNER OF BOULDER AND MIGHT BE BROKEN OFF,
 KU2903'A SECOND MARK, LOWER DOWN, WAS MADE ON THE SAME SURFACE (NNW) OF
 KU2903'THE ROCK.  REFERENCE MARK NO.3 IS 26.69 METERS S 12 DEG E FROM
 KU2903'STATION AND IS A CROSS 3 INCHES LONG CUT IN THE FACE OF THE ROCK
 KU2903'WITH U.S. BELOW IT.
 KU2903
 KU2903                          STATION RECOVERY (1934)
 KU2903
 KU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KU2903'STATION IS PROBABLY STILL IN EXISTENCE BUT WAS NOT
 KU2903'RECOVERED.  A LOCAL RESIDENT WHO POINTED OUT THE APPROXIMATE
 KU2903'LOCATION OF THE STATION (FROM WHICH REFERENCE MARK NO.1 WAS
 KU2903'FOUND) STATED THAT HE HAD FOUND THE STATION FOR ARMY ENGINEERS
 KU2903'LESS THAN A YEAR BEFORE THE INSPECTION WAS MADE, HOWEVER, THE
 KU2903'LOCALITY HAS SINCE BEEN COVERED BY HEAVY BRUSH AND BRIERS.
 KU2903'
 KU2903'THE VICINITY WAS SEARCHED FOR ABOUT 2 HOURS WITHOUT SUCCESS.  A
 KU2903'LONGER SEARCH WAS NOT WARRANTED BECAUSE OF THE DENSENESS OF THE
 KU2903'BRUSH AND BRIERS AND THE FACT THAT PHOTOGRAPHS ARE NOT
 KU2903'SUFFICIENTLY DISTINCT TO USE THE STATION IN AERIAL PHOTO
 KU2903'COMPILATION.
 KU2903
 KU2903                          STATION RECOVERY (1939)
 KU2903
 KU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2903'STATION IS LOCATED 6.2 MILES BY ROAD AROUND THE W SIDE OF
 KU2903'OYSTER BAY HARBOR FROM THE VILLAGE OF OYSTER BAY, AND 2 MILES
 KU2903'SOUTHWARD FROM THE POLICE BOOTH AT THE ENTRANCE OF CENTER
 KU2903'ISLAND VILLAGE, NEAR THE HIGHEST PART OF THE S END OF CENTER
 KU2903'ISLAND, ABOUT 150 YARDS W OF ROAD, AND ABOUT 100 YARDS N OF
 KU2903'SAME ROAD AFTER TURN, ON PROPERTY OF SAMUEL T. SHORE.  AREA IS
 KU2903'NOW COVERED BY DENSE BRUSH AND SMALL TREES.
 KU2903'
 KU2903'STATION IS NEAR THE EDGE OF A FAINT WOODS ROAD, 14 FEET NW OF
 KU2903'CENTER LINE OF ROAD.  STATION MARK WAS FOUND IN GOOD CONDITION
 KU2903'1 INCH BELOW SURFACE.
 KU2903'
 KU2903'REFERENCE MARK CROSSES ON LARGE BOULDERS WERE FOUND AS
 KU2903'DESCRIBED.  TWO NEW BRONZE DISK REFERENCE MARKS WERE PLACED IN
 KU2903'THE SAME BOULDERS.
 KU2903'
 KU2903'STATION IS 170 FEET WESTERLY OF NEAREST CORNER OF NEAREST
 KU2903'HOUSE.
 KU2903'
 KU2903'IT WAS NECESSARY TO BUILD OBSERVING TOWER ECCENTRIC TO AVOID
 KU2903'CUTTING NEARBY SMALL TREES.  A NEW MARKED STATION WAS
 KU2903'ESTABLISHED AT ECCENTRIC TOWER.
 KU2903
 KU2903                          STATION RECOVERY (1951)
 KU2903
 KU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2903'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 KU2903'CONDITION.
 KU2903'
 KU2903'THE ECC STATION RECOVERED AS DESCRIBED BY F.R.G. IN 1939.
 KU2903'
 KU2903'THE STATION IS IN VERY DENSE UNDERGROWTH.
 KU2903
 KU2903                          STATION RECOVERY (1965)
 KU2903
 KU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KU2903'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 KU2903'CROSSES CUT IN BOULDERS WERE ALSO RECOVERED AS DESCRIBED IN
 KU2903'THE ORIGINAL DESCRIPTION.
 KU2903'
 KU2903'THE ORIGINAL DESCRIPTION, PLUS THE 1916, 1934 AND 1939
 KU2903'RECOVERY NOTES, DOES NOT ADEQUATELY DESCRIBE THE STATION.  A
 KU2903'COMPLETE NEW DESCRIPTION IS GIVEN BELOW.
 KU2903'
 KU2903'THE STATION IS LOCATED ON A HEAVILY WOODED HILL ON CENTER
 KU2903'ISLAND, ABOUT 500 YARDS NORTH OF MOSES PT., ON PROPERTY OWNED
 KU2903'BY MR. LEMONT, 5.9 FEET SOUTHWEST OF A 24-INCH POPLAR TREE,
 KU2903'18.20 FEET NORTHWEST OF STATION CENTER ISLAND ECC. AND 15.4
 KU2903'FEET EAST OF A 4X4-INCH CONCRETE MONUMENT, MARKING A PROPERTY
 KU2903'LINE.  THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 KU2903'UNSTAMPED.
 KU2903'
 KU2903'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE
 KU2903'INTERSECTION OF BAYVILLE AND LUDLAM AVENUES IN BAYVILLE, GO
 KU2903'EAST ON BAYVILLE AVENUE FOR 1.2 MILES TO A SIGN OVER THE ROAD
 KU2903'READING NO OUTLET TURN HERE.  CONTINUE STRAIGHT AHEAD
 KU2903'SOUTHEAST, ON THE CENTRE ISLAND ROAD FOR 1.05 MILES TO A PAVED
 KU2903'SIDEROAD LEFT, AT THE CENTER ISLAND VILLAGE HALL.  KEEP
 KU2903'STRAIGHT AHEAD SOUTH, FOR 0.75 MILE TO A DRIVEWAY RIGHT (ABOUT
 KU2903'100 FEET BEFORE REACHING A SHARP RIGHT CURVE IN THE
 KU2903'ROAD).  TURN RIGHT, BETWEEN BRICK COLUMNS, AND CONTINUE ON
 KU2903'THE DRIVEWAY TO MR. LEMONTS SUMMER HOME AND END OF TRUCK
 KU2903'TRAVEL.  PACK WEST TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2904 ***********************************************************************
 KU2904  DESIGNATION -  CENTER ISLAND ECC
 KU2904  PID         -  KU2904
 KU2904  STATE/COUNTY-  NY/NASSAU
 KU2904  USGS QUAD   -  BAYVILLE (1975)
 KU2904
 KU2904                         *CURRENT SURVEY CONTROL
 KU2904  ___________________________________________________________________
 KU2904* NAD 83(1996)-  40 53 29.11756(N)    073 31 29.06932(W)     ADJUSTED  
 KU2904* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 KU2904  ___________________________________________________________________
 KU2904  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KU2904  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KU2904
 KU2904  HORZ ORDER  -  SECOND
 KU2904
 KU2904.The horizontal coordinates were established by classical geodetic methods
 KU2904.and adjusted by the National Geodetic Survey in January 1999..
 KU2904
 KU2904.The orthometric height was scaled from a topographic map.
 KU2904
 KU2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2904
 KU2904.The geoid height was determined by GEOID03.
 KU2904
 KU2904;                    North         East     Units Scale Factor Converg.
 KU2904;SPC NY L     -    80,590.301   340,051.120   MT  0.99999516   +0 18 39.1
 KU2904;SPC NY L     -   264,403.35  1,115,651.05   sFT  0.99999516   +0 18 39.1
 KU2904;SPC CT       -   159,144.102   239,508.645   MT  1.00004551   -0 30 49.3
 KU2904;SPC CT       -   522,125.27    785,787.95   sFT  1.00004551   -0 30 49.3
 KU2904;UTM  18      - 4,527,751.432   624,276.875   MT  0.99979010   +0 57 57.1
 KU2904
 KU2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2904!SPC NY L     -   1.00000064  x   0.99999516  =   0.99999580
 KU2904!SPC CT       -   1.00000064  x   1.00004551  =   1.00004615
 KU2904!UTM  18      -   1.00000064  x   0.99979010  =   0.99979074
 KU2904
 KU2904:                Primary Azimuth Mark                     Grid Az
 KU2904:SPC NY L     -  PIN                                      016 23 39.5
 KU2904:SPC CT       -  PIN                                      017 13 07.9
 KU2904:UTM  18      -  PIN                                      015 44 21.5
 KU2904
 KU2904|---------------------------------------------------------------------|
 KU2904| PID    Reference Object                     Distance      Geod. Az  |
 KU2904|                                                           dddmmss.s |
 KU2904| KU2880 PIN                                 APPROX. 2.0 KM 0164218.6 |
 KU2904| KU2701 LLOYD NECK W L SMITH TWR            APPROX. 4.4 KM 0370156.2 |
 KU2904| KU2676 WEST NECK IMM CON SEM DOME          APPROX. 4.8 KM 0712418.6 |
 KU2904| CB6675 CENTER ISLAND ECC RM 1               23.555 METERS 16649     |
 KU2904| KU2947 OYSTER BAY ST DOMINIC CATH CH       APPROX. 2.5 KM 1855945.9 |
 KU2904| KU2948 OYSTER BAY CHRIST EPIS CHURCH       APPROX. 2.1 KM 1864445.7 |
 KU2904| KU2949 OYSTER BAY PRESB CHURCH SPIRE       APPROX. 2.2 KM 1883138.2 |
 KU2904| KU2876 SMITHS CUPOLA                       418.168 METERS 1885614.8 |
 KU2904| KU2928 LOCUST VALLEY PIPING ROCK TANK      APPROX. 5.4 KM 2405731.2 |
 KU2904| KU2903 CENTER ISLAND 1884                    5.557 METERS 28840     |
 KU2904| KU2910 ROCK                                APPROX. 2.2 KM 2961058.6 |
 KU2904| CB6676 CENTER ISLAND ECC RM 2               46.910 METERS 30529     |
 KU2904|---------------------------------------------------------------------|
 KU2904
 KU2904                          SUPERSEDED SURVEY CONTROL
 KU2904
 KU2904  NAD 83(1996)-  40 53 29.12002(N)    073 31 29.06852(W) AD(       ) 2
 KU2904  NAD 83(1992)-  40 53 29.11993(N)    073 31 29.06833(W) AD(       ) 2
 KU2904  NAD 83(1986)-  40 53 29.12081(N)    073 31 29.07002(W) AD(       ) 2
 KU2904  NAD 27      -  40 53 28.77200(N)    073 31 30.63200(W) AD(       ) 2
 KU2904
 KU2904.Superseded values are not recommended for survey control.
 KU2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2904.See file dsdata.txt to determine how the superseded data were derived.
 KU2904
 KU2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2427727751(NAD 83)
 KU2904_MARKER: DS = TRIANGULATION STATION DISK
 KU2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2904
 KU2904  HISTORY     - Date     Condition        Report By
 KU2904  HISTORY     - 1939     MONUMENTED       CGS
 KU2904  HISTORY     - 1965     GOOD             CGS
 KU2904
 KU2904                          STATION DESCRIPTION
 KU2904
 KU2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2904'STATION IS 6.2 MILES BY ROAD AROUND THE W SIDE OF OYSTER BAY
 KU2904'HARBOR FROM THE VILLAGE OF OYSTER BAY, AND IS NEAR THE HIGHEST
 KU2904'PART OF THE S END OF CENTER ISLAND, ABOUT 0.3 MILE FROM THE S
 KU2904'SHORE, INSIDE RIGHT-ANGLE TURN OF MAIN CONCRETE ROAD ABOUT 150
 KU2904'YARDS W OF THE N-S ROAD BEFORE TURN AND ABOUT 100 YARDS NORTHERLY
 KU2904'OF THE E-W ROAD AFTER TURN, ON PROPERTY OF SAMUEL T. SHORE.
 KU2904'AREA IS NOW COVERED BY DENSE BRUSH AND SMALL TREES.
 KU2904'
 KU2904'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 KU2904'DESCRIBED IN NOTE 1A, IN THE CENTER OF A FAINT WOODS TRAIL AND
 KU2904'IS 1 FOOT BELOW SURFACE OF THE GROUND.
 KU2904'
 KU2904'REFERENCE MARKS ARE STANDARD BRONZE DISKS, EACH WEDGED IN A
 KU2904'DRILL HOLE, IN TWO LARGE BOULDERS S AND NW OF THE STATION.
 KU2904'
 KU2904'STATION ROCK IS TO BE USED AS AN AZIMUTH MARK.  A TOWER OR
 KU2904'CLEARING IS REQUIRED TO SEE OUT IN ANY DIRECTION.
 KU2904'
 KU2904'CENTER ISLAND, 1884 WAS RECOVERED NEARBY.
 KU2904'
 KU2904'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KU2904
 KU2904                          STATION RECOVERY (1965)
 KU2904
 KU2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KU2904'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU2904'CONDITION.
 KU2904'
 KU2904'DUE TO PASSAGE OF TIME, THE ORIGINAL DESCRIPTION IS
 KU2904'INADEQUATE.  A NEW DESCRIPTION IS GIVEN BELOW.
 KU2904'
 KU2904'THE STATION IS LOCATED ON A HEAVILY WOODED HILL ON CENTER
 KU2904'ISLAND, ABOUT 500 YARDS NORTH OF MOSES POINT, ON PROPERTY BELIEVED
 KU2904'TO BE OWNED BY A MR. LEMONT.  IT IS 132 FEET WEST OF THE
 KU2904'SOUTHWEST CORNER OF THE WEST WING OF MR. LEMONTS SUMMER HOME,
 KU2904'14.8 FEET SOUTHEAST OF A 24-INCH POPLAR TREE (THE LARGEST TREE
 KU2904'IN THE IMMEDIATE AREA), 21.5 FEET NORTHWEST OF A 14-INCH ASH
 KU2904'TREE, 18.2 FEET SOUTHEAST OF TRIANGULATION STATION CENTER ISLAND
 KU2904'AND 33.5 FEET EAST OF A 4X4-INCH CONCRETE MONUMENT, MARKING A
 KU2904'PROPERTY LINE.  THE MONUMENT IS 6 INCHES UNDERGROUND AND
 KU2904'THE DISK IS STAMPED CENTRE ISLAND 1939.
 KU2904'
 KU2904'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED.
 KU2904'
 KU2904'TO REACH THE STATION FROM THE INTERSECTION OF BAYVILLE AND
 KU2904'LUDLAM AVENUES IN THE VILLAGE OF BAYVILLE, GO EAST ON BAYVILLE
 KU2904'AVENUE FOR 1.25 MILES TO A SIGN OVER THE ROAD READING, NO OUTLET
 KU2904'TURN HERE.  CONTINUE AHEAD SOUTHEAST AND SOUTH, ON THE CENTER
 KU2904'ISLAND ROAD FOR 1.05 MILES TO A SIDEROAD LEFT AND THE CENTER
 KU2904'ISLAND VILLAGE HALL ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 KU2904'SOUTH, FOR 0.75 MILE TO A DRIVEWAY RIGHT (ABOUT 100 FEET BEFORE
 KU2904'REACHING A SHARP RIGHT CURVE IN THE ROAD).  TURN RIGHT, BETWEEN
 KU2904'BRICK POSTS, AND CONTINUE ON THE DRIVEWAY TO MR. LEMONTS SUMMER
 KU2904'HOME AND THE STATION.
 KU2904'
 KU2904'THE MEASUREMENTS TO REFERENCE MARKS WERE NOT CHECKED, DUE TO
 KU2904'INABILITY TO CONTACT PROPERTY OWNER FOR PERMISSION TO CLEAR
 KU2904'DENSE BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0175 ***********************************************************************
 KU0175  DESIGNATION -  CENTER MORICHES
 KU0175  PID         -  KU0175
 KU0175  STATE/COUNTY-  NY/SUFFOLK
 KU0175  USGS QUAD   -  MORICHES (1967)
 KU0175
 KU0175                         *CURRENT SURVEY CONTROL
 KU0175  ___________________________________________________________________
 KU0175* NAD 83(1986)-  40 48 17.     (N)    072 47 24.     (W)     SCALED    
 KU0175* NAVD 88     -         9.940  (meters)      32.61   (feet)  ADJUSTED  
 KU0175  ___________________________________________________________________
 KU0175  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KU0175  DYNAMIC HT  -           9.936 (meters)      32.60  (feet)  COMP
 KU0175  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 KU0175
 KU0175  VERT ORDER  -  SECOND    CLASS 0
 KU0175
 KU0175.The horizontal coordinates were scaled from a topographic map and have
 KU0175.an estimated accuracy of +/- 6 seconds.
 KU0175
 KU0175.The orthometric height was determined by differential leveling
 KU0175.and adjusted by the National Geodetic Survey in June 1991..
 KU0175
 KU0175.The geoid height was determined by GEOID03.
 KU0175
 KU0175.The dynamic height is computed by dividing the NAVD 88
 KU0175.geopotential number by the normal gravity value computed on the
 KU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0175.degrees latitude (g = 980.6199 gals.).
 KU0175
 KU0175.The modeled gravity was interpolated from observed gravity values.
 KU0175
 KU0175;                    North         East    Units  Estimated Accuracy
 KU0175;SPC NY L     -    71,560.      402,100.      MT  (+/- 180 meters Scaled)
 KU0175
 KU0175                          SUPERSEDED SURVEY CONTROL
 KU0175
 KU0175.No superseded survey control is available for this station.
 KU0175
 KU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL864194(NAD 83)
 KU0175_MARKER: Z = SEE DESCRIPTION
 KU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0175+STABILITY: SURFACE MOTION
 KU0175
 KU0175  HISTORY     - Date     Condition        Report By
 KU0175  HISTORY     - UNK      MONUMENTED       CGS
 KU0175  HISTORY     - 1932     GOOD             NGS
 KU0175  HISTORY     - 20001116 MARK NOT FOUND   NGS
 KU0175
 KU0175                          STATION DESCRIPTION
 KU0175
 KU0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU0175'AT CENTER MORICHES.
 KU0175'AT CENTER MORICHES, SUFFOLK COUNTY, ON THE LONG ISLAND RAILROAD,
 KU0175'115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT A
 KU0175'STREET CROSSING, 125 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KU0175'TRACK, 30 FEET EAST OF THE CENTERLINE OF RAILROAD AVENUE, 6
 KU0175'FEET NORTHEAST OF A TELEPHONE POLE, 6 FEET NORTHWEST OF A TREE,
 KU0175'3 FEET WEST OF A FENCE CORNER, AND 2 FEET ABOVE THE GROUND.  THE
 KU0175'CENTER OF THE TOP OF A GRANITE POST.
 KU0175
 KU0175                          STATION RECOVERY (2000)
 KU0175
 KU0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 KU0175'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4428 ***********************************************************************
 KU4428  DESIGNATION -  CENTER MORICHES PRESB CH SPIRE
 KU4428  PID         -  KU4428
 KU4428  STATE/COUNTY-  NY/SUFFOLK
 KU4428  USGS QUAD   -  MORICHES (1967)
 KU4428
 KU4428                         *CURRENT SURVEY CONTROL
 KU4428  ___________________________________________________________________
 KU4428* NAD 83(1996)-  40 48 01.03570(N)    072 47 22.06483(W)     ADJUSTED  
 KU4428* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 KU4428  ___________________________________________________________________
 KU4428  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 KU4428  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU4428
 KU4428  HORZ ORDER  -  SECOND
 KU4428
 KU4428.The horizontal coordinates were established by classical geodetic methods
 KU4428.and adjusted by the National Geodetic Survey in January 1999..
 KU4428
 KU4428.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4428
 KU4428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4428
 KU4428.The geoid height was determined by GEOID03.
 KU4428
 KU4428;                    North         East     Units Scale Factor Converg.
 KU4428;SPC NY L     -    71,067.051   402,151.868   MT  0.99999528   +0 47 30.4
 KU4428;SPC NY L     -   233,159.15  1,319,393.25   sFT  0.99999528   +0 47 30.4
 KU4428;UTM  18      - 4,518,938.641   686,476.462   MT  1.00002802   +1 26 41.4
 KU4428
 KU4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4428!SPC NY L     -   1.00000421  x   0.99999528  =   0.99999949
 KU4428!UTM  18      -   1.00000421  x   1.00002802  =   1.00003223
 KU4428
 KU4428                          SUPERSEDED SURVEY CONTROL
 KU4428
 KU4428  NAD 83(1996)-  40 48 01.03711(N)    072 47 22.06555(W) AD(       ) 2
 KU4428  NAD 83(1992)-  40 48 01.03584(N)    072 47 22.06514(W) AD(       ) 2
 KU4428  NAD 83(1986)-  40 48 01.04015(N)    072 47 22.06802(W) AD(       ) 2
 KU4428  NAD 27      -  40 48 00.68545(N)    072 47 23.70034(W) AD(       ) 2
 KU4428  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG       
 KU4428
 KU4428.Superseded values are not recommended for survey control.
 KU4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4428.See file dsdata.txt to determine how the superseded data were derived.
 KU4428
 KU4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8647618939(NAD 83)
 KU4428_MARKER: 90 = CHURCH SPIRE
 KU4428
 KU4428  HISTORY     - Date     Condition        Report By
 KU4428  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU4428  HISTORY     - 1962     GOOD             CGS
 KU4428  HISTORY     - 1967     GOOD             CGS
 KU4428  HISTORY     - 20020718 GOOD             USPSQD
 KU4428
 KU4428                          STATION DESCRIPTION
 KU4428
 KU4428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4428'STATION IS THE BASE OF THE WEATHER VANE ATOP THE TAN-GRAY SPIRE
 KU4428'OF THE PRESBYTERIAN CHURCH OF CENTER MORICHES, SITUATED ON THE NE
 KU4428'CORNER OF MONTAUK HIGHWAY (ROUTE 27) AND RAILROAD AVENUE, CENTER
 KU4428'MORICHES.
 KU4428'
 KU4428'SPIRE IS ABOUT 75 FEET HIGH AND RISES FROM THE SW CORNER OF THE
 KU4428'MAIN BUILDING.  CHURCH WAS BUILT IN 1886, AND IS WOODEN, SAME
 KU4428'COLOR AS SPIRE.
 KU4428
 KU4428                          STATION RECOVERY (1962)
 KU4428
 KU4428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4428'A WHITE PAINTED SPIRE, ATOP A WHITE SHINGLE-SIDED CHURCH.  THE
 KU4428'OVERALL HEIGHT IS APPROXIMATELY 100 FEET.
 KU4428'
 KU4428'THE STATION IS LOCATED AT MAIN STREET (MONTAUK HIGHWAY) AND
 KU4428'RAILROAD AVENUE IN CENTER MORICHES.
 KU4428'
 KU4428'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SPIRE.
 KU4428
 KU4428                          STATION RECOVERY (1967)
 KU4428
 KU4428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4428'STATION WAS DESCRIBED AS A NEW STATION IN 1962, HOWEVER IT IS THE
 KU4428'SAME CHURCH AS DESCRIBED BY RPE IN 1933 AS MOR 1933.
 KU4428
 KU4428                          STATION RECOVERY (2002)
 KU4428
 KU4428'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU4428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2000 ***********************************************************************
 OF2000  DESIGNATION -  CENTER RWW 1929
 OF2000  PID         -  OF2000
 OF2000  STATE/COUNTY-  NY/MONROE
 OF2000  USGS QUAD   -  PITTSFORD (1978)
 OF2000
 OF2000                         *CURRENT SURVEY CONTROL
 OF2000  ___________________________________________________________________
 OF2000* NAD 83(1996)-  43 02 31.75189(N)    077 34 09.97638(W)     ADJUSTED  
 OF2000* NAVD 88     -       227.1    (meters)     745.     (feet)  VERTCON   
 OF2000  ___________________________________________________________________
 OF2000  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OF2000  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OF2000
 OF2000  HORZ ORDER  -  FIRST
 OF2000
 OF2000.The horizontal coordinates were established by classical geodetic methods
 OF2000.and adjusted by the National Geodetic Survey in January 1999..
 OF2000
 OF2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2000
 OF2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2000
 OF2000.The geoid height was determined by GEOID03.
 OF2000
 OF2000;                    North         East     Units Scale Factor Converg.
 OF2000;SPC NY W     -   338,351.606   432,612.617   MT  1.00002143   +0 41 31.4
 OF2000;SPC NY W     - 1,110,075.23  1,419,329.89   sFT  1.00002143   +0 41 31.4
 OF2000;UTM  18      - 4,768,700.040   290,707.673   MT  1.00013889   -1 45 15.7
 OF2000
 OF2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2000!SPC NY W     -   0.99996990  x   1.00002143  =   0.99999133
 OF2000!UTM  18      -   0.99996990  x   1.00013889  =   1.00010878
 OF2000
 OF2000                          SUPERSEDED SURVEY CONTROL
 OF2000
 OF2000  NAD 83(1986)-  43 02 31.76013(N)    077 34 09.97425(W) AD(       ) 1
 OF2000  NAD 27      -  43 02 31.53347(N)    077 34 10.97970(W) AD(       ) 1
 OF2000  NGVD 29 (07/19/86)  227.3    (m)          746.     (f) VERT ANG       
 OF2000
 OF2000.Superseded values are not recommended for survey control.
 OF2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2000.See file dsdata.txt to determine how the superseded data were derived.
 OF2000
 OF2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9070868700(NAD 83)
 OF2000_MARKER: DS = TRIANGULATION STATION DISK
 OF2000_SETTING: 0 = UNSPECIFIED SETTING
 OF2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2000
 OF2000  HISTORY     - Date     Condition        Report By
 OF2000  HISTORY     - 1929     MONUMENTED       NY5230
 OF2000  HISTORY     - 1968     MARK NOT FOUND   CGS
 OF2000  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2000
 OF2000                          STATION DESCRIPTION
 OF2000
 OF2000'DESCRIBED BY CITY OF ROCHESTER NEW YORK 1929 (AHW)
 OF2000'ABOUT 9 MILES FROM ROCHESTER, ALONG THE CLOVER STREET ROAD, ON
 OF2000'OPPOSITE OF ROAD FROM THE RESIDENCE OF S. YOUNG ON WHOSE FIELD
 OF2000'THE POINT IS PLACED.  THE STATION IS ON THE HIGH POINT OF A
 OF2000'RIDGE ON THE EAST PORTION OF THE FIELD, IS APPROXIMATELY 800
 OF2000'FEET EAST OF THE ROAD AND IN THE NORTH-EAST CORNER OF THE FIELD
 OF2000'BORDERED ON THE EAST BY WOODS AND ON THE NORTH BY A FENCE LINE
 OF2000'AND A STRIP OF WOODS.
 OF2000'
 OF2000'THE REFERENCE MARKS ARE 6 IN. WATER PIPE, 4 FEET LONG, FILLED
 OF2000'WITH CONCRETE AND ARE ABOUT 6 INCHES ABOVE THE GROUND.  THE
 OF2000'TRIANGULATION MARK IS A STANDARD BRASS DISK SET IN CONCRETE AND
 OF2000'BURIED ABOUT 18 INCHES IN THE GROUND.
 OF2000
 OF2000                          STATION RECOVERY (1968)
 OF2000
 OF2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 OF2000'THE STATION MARK AND THE REFERENCE MARKS WERE SEARCHED FOR AND
 OF2000'WERE NOT FOUND, THE AREA OF LOCATION OF THIS STATION IS NOW A
 OF2000'LARGE GRAVEL PIT AND PROBABLY ALL OF THE MARKS HAVE BEEN DESTROYED.
 OF2000
 OF2000                          STATION RECOVERY (1994)
 OF2000
 OF2000'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2230 ***********************************************************************
 KU2230  DESIGNATION -  CENTEREACH CO WATER AUTH TK
 KU2230  PID         -  KU2230
 KU2230  STATE/COUNTY-  NY/SUFFOLK
 KU2230  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2230
 KU2230                         *CURRENT SURVEY CONTROL
 KU2230  ___________________________________________________________________
 KU2230* NAD 83(1996)-  40 52 55.27018(N)    073 04 57.98006(W)     ADJUSTED  
 KU2230* NAVD 88     -                                                        
 KU2230  ___________________________________________________________________
 KU2230  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KU2230  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 KU2230
 KU2230  HORZ ORDER  -  THIRD
 KU2230
 KU2230.The horizontal coordinates were established by classical geodetic methods
 KU2230.and adjusted by the National Geodetic Survey in January 1999..
 KU2230
 KU2230
 KU2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2230
 KU2230.The geoid height was determined by GEOID03.
 KU2230
 KU2230;                    North         East     Units Scale Factor Converg.
 KU2230;SPC NY L     -    79,842.285   377,306.775   MT  0.99999506   +0 35 59.8
 KU2230;SPC NY L     -   261,949.23  1,237,880.64   sFT  0.99999506   +0 35 59.8
 KU2230;UTM  18      - 4,527,429.465   661,533.344   MT  0.99992116   +1 15 18.4
 KU2230
 KU2230                          SUPERSEDED SURVEY CONTROL
 KU2230
 KU2230  NAD 83(1996)-  40 52 55.27202(N)    073 04 57.97988(W) AD(       ) 4
 KU2230  NAD 83(1992)-  40 52 55.27084(N)    073 04 57.97925(W) AD(       ) 4
 KU2230  NAD 83(1986)-  40 52 55.27406(N)    073 04 57.98144(W) AD(       ) 4
 KU2230  NAD 27      -  40 52 54.92668(N)    073 04 59.58155(W) AD(       ) 3
 KU2230
 KU2230.Superseded values are not recommended for survey control.
 KU2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2230.See file dsdata.txt to determine how the superseded data were derived.
 KU2230
 KU2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6153327429(NAD 83)
 KU2230_MARKER: 53 = ELEVATED TANK
 KU2230
 KU2230  HISTORY     - Date     Condition        Report By
 KU2230  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2230  HISTORY     - 19940915 GOOD             USPSQD
 KU2230
 KU2230                          STATION DESCRIPTION
 KU2230
 KU2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2230'THE STATION IS THE CAP ATOP A LARGE METAL WATER TANK WITH EIGHT
 KU2230'LEGS AND IS PAINTED GREY.  IT IS 160 FEET IN OVER-ALL HEIGHT.
 KU2230'
 KU2230'THE TANK IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY AND IS
 KU2230'LOCATED 1-1/2 MILES NORTHEAST OF CENTEREACH AT THE SOUTHEAST ANGLE
 KU2230'OF THE INTERSECTION OF HAWKINS ROAD WEST AND EASTWOOD BOULEVARD
 KU2230'IN NORTHEAST EDGE OF CENTEREACH, NEW YORK.
 KU2230
 KU2230                          STATION RECOVERY (1994)
 KU2230
 KU2230'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2552 ***********************************************************************
 KU2552  DESIGNATION -  CENTERPORT SCHOOL CUPOLA
 KU2552  PID         -  KU2552
 KU2552  STATE/COUNTY-  NY/SUFFOLK
 KU2552  USGS QUAD   -  NORTHPORT (1979)
 KU2552
 KU2552                         *CURRENT SURVEY CONTROL
 KU2552  ___________________________________________________________________
 KU2552* NAD 83(1996)-  40 53 39.29997(N)    073 22 06.22641(W)     ADJUSTED  
 KU2552* NAVD 88     -                                                        
 KU2552  ___________________________________________________________________
 KU2552  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KU2552  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KU2552
 KU2552  HORZ ORDER  -  THIRD
 KU2552
 KU2552.The horizontal coordinates were established by classical geodetic methods
 KU2552.and adjusted by the National Geodetic Survey in January 1999..
 KU2552
 KU2552
 KU2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2552
 KU2552.The geoid height was determined by GEOID03.
 KU2552
 KU2552;                    North         East     Units Scale Factor Converg.
 KU2552;SPC NY L     -    80,987.637   353,224.226   MT  0.99999520   +0 24 47.2
 KU2552;SPC NY L     -   265,706.94  1,158,869.81   sFT  0.99999520   +0 24 47.2
 KU2552;SPC CT       -   159,351.998   252,686.762   MT  1.00004497   -0 24 36.1
 KU2552;SPC CT       -   522,807.35    829,023.15   sFT  1.00004497   -0 24 36.1
 KU2552;UTM  18      - 4,528,299.256   637,442.151   MT  0.99983251   +1 04 06.0
 KU2552
 KU2552                          SUPERSEDED SURVEY CONTROL
 KU2552
 KU2552  NAD 83(1996)-  40 53 39.30259(N)    073 22 06.22524(W) AD(       ) 4
 KU2552  NAD 83(1992)-  40 53 39.30170(N)    073 22 06.22365(W) AD(       ) 4
 KU2552  NAD 83(1986)-  40 53 39.30348(N)    073 22 06.22629(W) AD(       ) 4
 KU2552  NAD 27      -  40 53 38.95000(N)    073 22 07.84000(W) AD(       ) 3
 KU2552
 KU2552.Superseded values are not recommended for survey control.
 KU2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2552.See file dsdata.txt to determine how the superseded data were derived.
 KU2552
 KU2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3744228299(NAD 83)
 KU2552_MARKER: 86 = CUPOLA
 KU2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2552+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1990
 KU2552
 KU2552  HISTORY     - Date     Condition        Report By
 KU2552  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2552  HISTORY     - 19900415 GOOD             NOSAMC
 KU2552
 KU2552                          STATION DESCRIPTION
 KU2552
 KU2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2552'STATION IS WHITE CUPOLA ON BRICK SCHOOL AT CENTERPORT.
 KU2552
 KU2552                          STATION RECOVERY (1990)
 KU2552
 KU2552'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU2552'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 KU2552'OF THE ISLAND ABOUT 2.5 NAUTICAL MILES NORTHEAST OF THE TOWN OF
 KU2552'HUNTINGTON ON THE SOUTHERN PORTION OF THE LAND FORMATION KNOWN AS
 KU2552'LITTLE NECK IN THE VILLAGE OF CENTERPORT ON A HILL JUST WEST OF LITTLE
 KU2552'NECK ROAD.  STATION IS A WHITE CUPOLA ATOP A BRICK BUILDING WHICH IS
 KU2552'NOW THE CENTERPORT UNITED METHODIST CHURCH.  THE OBJECT OBSERVED WAS
 KU2552'AN ORNAMENTAL FINIAL MOUNTED AT THE TOP CENTER OF THE CUPOLA.
 KU2552'RECOVERED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1402 ***********************************************************************
 NC1402  DESIGNATION -  CENTRAL
 NC1402  PID         -  NC1402
 NC1402  STATE/COUNTY-  NY/ERIE
 NC1402  USGS QUAD   -  BUFFALO NE (1965)
 NC1402
 NC1402                         *CURRENT SURVEY CONTROL
 NC1402  ___________________________________________________________________
 NC1402* NAD 83(1996)-  42 53 22.87234(N)    078 49 50.28608(W)     ADJUSTED  
 NC1402* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 NC1402  ___________________________________________________________________
 NC1402  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 NC1402  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 NC1402
 NC1402  HORZ ORDER  -  FIRST
 NC1402
 NC1402.The horizontal coordinates were established by classical geodetic methods
 NC1402.and adjusted by the National Geodetic Survey in January 1999..
 NC1402
 NC1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1402
 NC1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1402
 NC1402.The geoid height was determined by GEOID03.
 NC1402
 NC1402;                    North         East     Units Scale Factor Converg.
 NC1402;SPC NY W     -   320,945.584   329,800.002   MT  0.99994252   -0 10 05.9
 NC1402;SPC NY W     - 1,052,968.97  1,082,018.84   sFT  0.99994252   -0 10 05.9
 NC1402;UTM  17      - 4,750,847.740   677,140.546   MT  0.99998604   +1 28 36.6
 NC1402
 NC1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1402!SPC NY W     -   0.99996383  x   0.99994252  =   0.99990635
 NC1402!UTM  17      -   0.99996383  x   0.99998604  =   0.99994987
 NC1402
 NC1402:                Primary Azimuth Mark                     Grid Az
 NC1402:SPC NY W     -  BUFFALO AIRPORT BEACON                   058 28 24.1
 NC1402:UTM  17      -  BUFFALO AIRPORT BEACON                   056 49 41.6
 NC1402
 NC1402|---------------------------------------------------------------------|
 NC1402| PID    Reference Object                     Distance      Geod. Az  |
 NC1402|                                                           dddmmss.s |
 NC1402| NC1150 BUFFALO AIRPORT BEACON              APPROX. 9.7 KM 0581818.2 |
 NC1402| CZ9829 CENTRAL AZ MK                                      1203616.8 |
 NC1402| CZ9830 CENTRAL RM 1                         10.034 METERS 19446     |
 NC1402| NC1403 BUFFALO RAND BUILDING TOWER         APPROX. 3.5 KM 2633509.7 |
 NC1402| CZ9831 CENTRAL RM 2                          9.857 METERS 28511     |
 NC1402| NC1433 BUFFALO ST MARYS OF SORROWS CH      APPROX. 1.6 KM 3205856.8 |
 NC1402|---------------------------------------------------------------------|
 NC1402
 NC1402                          SUPERSEDED SURVEY CONTROL
 NC1402
 NC1402  NAD 83(1986)-  42 53 22.87837(N)    078 49 50.28320(W) AD(       ) 1
 NC1402  NAD 27      -  42 53 22.66947(N)    078 49 51.16098(W) AD(       ) 1
 NC1402  NGVD 29 (07/19/86)  265.9    (m)          872.     (f) VERT ANG       
 NC1402
 NC1402.Superseded values are not recommended for survey control.
 NC1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1402.See file dsdata.txt to determine how the superseded data were derived.
 NC1402
 NC1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7714150848(NAD 83)
 NC1402_MARKER: DS = TRIANGULATION STATION DISK
 NC1402_SETTING: 0 = UNSPECIFIED SETTING
 NC1402
 NC1402  HISTORY     - Date     Condition        Report By
 NC1402  HISTORY     - 1958     MONUMENTED       CGS
 NC1402  HISTORY     - 1961     GOOD             CGS
 NC1402  HISTORY     - 1964     GOOD             CGS
 NC1402  HISTORY     - 1972     GOOD             NGS
 NC1402
 NC1402                          STATION DESCRIPTION
 NC1402
 NC1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1402'THE STATION IS LOCATED ON THE TOP OF THE NEW YORK CENTRAL
 NC1402'RAILROAD TERMINAL AND OFFICE BUILDING (APPROXIMATELY 19 STORYS
 NC1402'TALL) WHICH IS IN THE EASTERN PART OF THE CITY OF BUFFALO.
 NC1402'
 NC1402'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62, STATE HIGHWAYS
 NC1402'18 AND 130, IN THE EASTERN PART OF BUFFALO, GO WEST ON STATE
 NC1402'HIGHWAY 130 (BROADWAY) FOR 0.8 MILE TO MEMORIAL RD. (JUST AFTER
 NC1402'PASSING UNDER A N.Y.C. RAILROAD OVER HEAD BRIDGE), TURN LEFT
 NC1402'AND GO SOUTHWEST ON MEMORIAL RD. FOR 0.4 MILE TO TRAFFIC
 NC1402'CIRCLE, KEEP RIGHT AROUND TRAFFIC CIRCLE AND GO EAST FOR 0.2
 NC1402'MILE TO THE N.Y.C. DEPOT AND STATION SITE.  NOTE--WRITTEN
 NC1402'PERMISSION HAD TO BE OBTAINED FROM MR. F.K. MITCHELL JR.,
 NC1402'DIVISION SUPERINTENDENT, N.Y. CENTRAL RAILROAD CO., OFFICES
 NC1402'ON THE SECOND FLOOR OF THE TERMINAL BUILDING.
 NC1402'
 NC1402'STATION MARK IS A STANDARD DISK STAMPED CENTRAL 1958, SET IN
 NC1402'A DRILL HOLE IN THE CONCRETE ROOF OF BUILDING AND FLUSH WITH
 NC1402'THE TOP OF ROOF.  IT IS 9.5 FEET EAST OF THE NORTHEAST CORNER
 NC1402'OF TRAP DOOR LEADING TO ROOF AND 6.4 FEET SOUTHWEST OF THE
 NC1402'SOUTHWEST CORNER OF VENTILATOR SHAFT.
 NC1402'
 NC1402'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CENTRAL NO 1
 NC1402'1958, IS SET IN A DRILL HOLE IN CONCRETE BLOCK ALONG THE TOP
 NC1402'OF THE SOUTH-SOUTHWEST EDGE OF ROOF RAILING AND ABOUT 6 FEET
 NC1402'ABOVE THE ROOF.
 NC1402'
 NC1402'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CENTRAL NO 2
 NC1402'1958, IS SET IN A DRILL HOLE IN CONCRETE BLOCK ALONG THE TOP OF
 NC1402'THE NORTH-NORTHWEST EDGE OF ROOF RAILING AND ABOUT 6 FEET ABOVE
 NC1402'ROOF.
 NC1402'
 NC1402'AZIMUTH MARK IS A STANDARD DISK STAMPED CENTRAL 1958, SET IN A
 NC1402'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 NC1402'IS 26 FEET SOUTHWEST OF THE SOUTH EDGE OF WILLIAM STREET 1.5
 NC1402'FEET WEST OF THE NORTHWEST CORNER OF BUILDING (D.J. MEAD AND SONS
 NC1402'INC.) AND 44 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 NC1402'WOVEN WIRE FENCE.
 NC1402'
 NC1402'TO REACH THE AZIMUTH MARK FROM LOADING RAMPS UNDER THE NEW
 NC1402'YORK CENTRAL TERMINAL BUILDING, GO SOUTH ON CURTISS STREET FOR
 NC1402'0.3 MILE TO MEMORIAL DRIVE, TURN LEFT AND GO 0.15 MILE TO
 NC1402'WILLIAMS STREET, TURN SHARP LEFT ON WILLIAMS STREET AND GO EAST
 NC1402'FOR 0.95 MILE TO THE MARK ON THE RIGHT.
 NC1402'
 NC1402'NOTE--ELEVATOR CAN BE TAKEN TO THE 16TH FLOOR OF TERMINAL
 NC1402'BUILDING THEN THREE FLIGHTS OF STAIRS TO THE ROOF.
 NC1402
 NC1402                          STATION RECOVERY (1961)
 NC1402
 NC1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 NC1402'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NC1402
 NC1402                          STATION RECOVERY (1964)
 NC1402
 NC1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLB)
 NC1402'STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 NC1402'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NC1402
 NC1402                          STATION RECOVERY (1972)
 NC1402
 NC1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1402'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NC1402'RECOVERED AS DESCRIBED AND IN GOOD CONDITION WITH THE
 NC1402'EXCEPTIONS OF THE AZIMUTH MARK IS NOW SURROUNDED BY A CONCRETE
 NC1402'DRIVEWAY AND IS FLUSH WITH IT AND THE ANGLE TO REFERENCE MARK 1
 NC1402'WAS MISSED BY 1 MINUTE AND 15 SECONDS.
 NC1402'
 NC1402'THE TO REACH AND WRITE-UP OF STATION IS GOOD.
 NC1402'
 NC1402'HEIGHT OF LIGHT ABOVE STATION MARK 10 FEET.
 NC1402'
 NC1402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1402'EAST EDGE OF BUFFALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2141 ***********************************************************************
 MZ2141  DESIGNATION -  CENTRAL
 MZ2141  PID         -  MZ2141
 MZ2141  STATE/COUNTY-  NY/COLUMBIA
 MZ2141  USGS QUAD   -  SAUGERTIES (1978)
 MZ2141
 MZ2141                         *CURRENT SURVEY CONTROL
 MZ2141  ___________________________________________________________________
 MZ2141* NAD 83(1996)-  42 05 32.76676(N)    073 55 08.51029(W)     ADJUSTED  
 MZ2141* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2141  ___________________________________________________________________
 MZ2141  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MZ2141  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 MZ2141
 MZ2141  HORZ ORDER  -  THIRD
 MZ2141
 MZ2141.The horizontal coordinates were established by classical geodetic methods
 MZ2141.and adjusted by the National Geodetic Survey in January 1999..
 MZ2141
 MZ2141.The orthometric height was scaled from a topographic map.
 MZ2141
 MZ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2141
 MZ2141.The geoid height was determined by GEOID03.
 MZ2141
 MZ2141;                    North         East     Units Scale Factor Converg.
 MZ2141;SPC NY E     -   362,029.518   198,059.309   MT  0.99992841   +0 23 22.0
 MZ2141;SPC NY E     - 1,187,758.51    649,799.58   sFT  0.99992841   +0 23 22.0
 MZ2141;UTM  18      - 4,660,604.591   589,394.181   MT  0.99969833   +0 43 28.7
 MZ2141
 MZ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2141!SPC NY E     -   1.00000452  x   0.99992841  =   0.99993293
 MZ2141!UTM  18      -   1.00000452  x   0.99969833  =   0.99970285
 MZ2141
 MZ2141|---------------------------------------------------------------------|
 MZ2141| PID    Reference Object                     Distance      Geod. Az  |
 MZ2141|                                                           dddmmss.s |
 MZ2141| DA3216 CENTRAL RM 1                         23.425 METERS 10245     |
 MZ2141| DA3217 CENTRAL RM 2                         27.868 METERS 13743     |
 MZ2141| MZ2157 BOATHOUSE FLAGPOLE                  APPROX. 1.6 KM 2360503.8 |
 MZ2141| MZ2145 GREEN FLATS LIGHT                   APPROX. 0.8 KM 2460457.0 |
 MZ2141| MZ2135 STANDARD ICE CO RUINS STACK         APPROX. 1.3 KM 2604353.6 |
 MZ2141| MZ2159 MALDEN METH EPIS CH SPIRE           APPROX. 1.3 KM 2841132.6 |
 MZ2141| MZ2161 MALDEN STAPLE BRICK CO STACK        APPROX. 1.6 KM 3165126.2 |
 MZ2141|---------------------------------------------------------------------|
 MZ2141
 MZ2141                          SUPERSEDED SURVEY CONTROL
 MZ2141
 MZ2141  NAD 83(1986)-  42 05 32.76188(N)    073 55 08.51491(W) AD(       ) 3
 MZ2141  NAD 27      -  42 05 32.43800(N)    073 55 10.03100(W) AD(       ) 3
 MZ2141
 MZ2141.Superseded values are not recommended for survey control.
 MZ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2141.See file dsdata.txt to determine how the superseded data were derived.
 MZ2141
 MZ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8939460605(NAD 83)
 MZ2141_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2141
 MZ2141  HISTORY     - Date     Condition        Report By
 MZ2141  HISTORY     - 1934     MONUMENTED       CGS
 MZ2141  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MZ2141  HISTORY     - 1961     SEE DESCRIPTION  USE
 MZ2141
 MZ2141                          STATION DESCRIPTION
 MZ2141
 MZ2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2141'ON E SHORE HUDSON RIVER ALMOST DUE E ACROSS RIVER FROM MALDEN
 MZ2141'STATION.  IS 170 METERS S OF OVERHEAD WALKWAY ACROSS RAILROAD
 MZ2141'AND 15 FEET W OF W RAIL.
 MZ2141'
 MZ2141'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 MZ2141'DESCRIBED IN NOTE 1A.
 MZ2141'
 MZ2141'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 MZ2141'BEDROCK, AS DESCRIBED IN NOTE 12A.
 MZ2141'
 MZ2141'REFERENCE MARK NO.1 IS 77 FEET E OF STATION ACROSS RAILROAD IN
 MZ2141'ROCK CLIFF.
 MZ2141'
 MZ2141'REFERENCE MARK NO.2 IS 91 FEET SE OF STATION ACROSS RAILROAD
 MZ2141'IN ROCK CLIFF.
 MZ2141
 MZ2141                          STATION RECOVERY (1956)
 MZ2141
 MZ2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 MZ2141'COULD NOT LOCATE STATION OR REFERENCE MARKS.
 MZ2141
 MZ2141                          STATION RECOVERY (1961)
 MZ2141
 MZ2141'RECOVERY NOTE BY US ENGINEERS 1961
 MZ2141'STATION DESTROYED.  REFERENCES GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1751 ***********************************************************************
 OF1751  DESIGNATION -  CENTRAL 1925
 OF1751  PID         -  OF1751
 OF1751  STATE/COUNTY-  NY/MONROE
 OF1751  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1751
 OF1751                         *CURRENT SURVEY CONTROL
 OF1751  ___________________________________________________________________
 OF1751* NAD 83(1996)-  43 09 45.98674(N)    077 36 07.41929(W)     ADJUSTED  
 OF1751* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 OF1751  ___________________________________________________________________
 OF1751  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 OF1751  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1751
 OF1751  HORZ ORDER  -  SECOND
 OF1751
 OF1751.The horizontal coordinates were established by classical geodetic methods
 OF1751.and adjusted by the National Geodetic Survey in January 1999..
 OF1751
 OF1751.The orthometric height was scaled from a topographic map.
 OF1751
 OF1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1751
 OF1751.The geoid height was determined by GEOID03.
 OF1751
 OF1751;                    North         East     Units Scale Factor Converg.
 OF1751;SPC NY W     -   351,719.645   429,797.635   MT  1.00001580   +0 40 16.7
 OF1751;SPC NY W     - 1,153,933.54  1,410,094.41   sFT  1.00001580   +0 40 16.7
 OF1751;UTM  18      - 4,782,177.860   288,466.243   MT  1.00015048   -1 46 50.4
 OF1751
 OF1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1751!SPC NY W     -   0.99998068  x   1.00001580  =   0.99999648
 OF1751!UTM  18      -   0.99998068  x   1.00015048  =   1.00013115
 OF1751
 OF1751:                Primary Azimuth Mark                     Grid Az
 OF1751:SPC NY W     -  NASSAU 1925                              358 20 56.7
 OF1751:UTM  18      -  NASSAU 1925                              000 48 03.8
 OF1751
 OF1751|---------------------------------------------------------------------|
 OF1751| PID    Reference Object                     Distance      Geod. Az  |
 OF1751|                                                           dddmmss.s |
 OF1751| OF1763 NASSAU 1925                         464.410 METERS 3590113.4 |
 OF1751|---------------------------------------------------------------------|
 OF1751
 OF1751                          SUPERSEDED SURVEY CONTROL
 OF1751
 OF1751  NAD 83(1986)-  43 09 45.99491(N)    077 36 07.41857(W) AD(       ) 2
 OF1751  NAD 27      -  43 09 45.77100(N)    077 36 08.41600(W) AD(       ) 2
 OF1751
 OF1751.Superseded values are not recommended for survey control.
 OF1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1751.See file dsdata.txt to determine how the superseded data were derived.
 OF1751
 OF1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8846682178(NAD 83)
 OF1751
 OF1751  HISTORY     - Date     Condition        Report By
 OF1751  HISTORY     - 1925     MONUMENTED       CGS
 OF1751  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1751
 OF1751                          STATION DESCRIPTION
 OF1751
 OF1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1751'IN ROCHESTER, IN THE SIDEWALK IN FRONT OF AND 4.60 METERS
 OF1751'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AT NO.276-278
 OF1751'NORTH STREET, 3.85 METERS NORTHWEST OF THE SOUTHWEST CORNER OF
 OF1751'THIS BUILDING, 1.50 METERS EAST OF THE EAST CURB OF NORTH STREET,
 OF1751'ABOUT 20 METERS SOUTH OF LYNHURST STREET AND 14.44 METERS SOUTH
 OF1751'OF A POINT MADE BY PRODUCING THE SOUTH CURB LINE OF CENTRAL
 OF1751'AVENUE TO THE CENTER OF THE SIDEWALK IN THE EAST SIDE OF NORTH
 OF1751'STREET.  STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF1751
 OF1751                          STATION RECOVERY (1977)
 OF1751
 OF1751'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1751'CENTRAL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0446 ***********************************************************************
 DI0446  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0446  DESIGNATION -  CENTRAL ISLIP CORS ARP
 DI0446  CORS_ID     -  NYCI
 DI0446  PID         -  DI0446
 DI0446  STATE/COUNTY-  NY/SUFFOLK
 DI0446  USGS QUAD   -  CENTRAL ISLIP (1967)
 DI0446
 DI0446                         *CURRENT SURVEY CONTROL
 DI0446  ___________________________________________________________________
 DI0446* NAD 83(CORS)-  40 45 38.23706(N)    073 11 51.78749(W)     ADJUSTED  
 DI0446* NAVD 88     -                                                        
 DI0446  ___________________________________________________________________
 DI0446  EPOCH DATE  -        2002.00
 DI0446  X           -   1,398,514.117 (meters)                     COMP
 DI0446  Y           -  -4,631,435.781 (meters)                     COMP
 DI0446  Z           -   4,142,315.057 (meters)                     COMP
 DI0446  ELLIP HEIGHT-         -13.85  (meters)          (06/??/06) GPS OBS
 DI0446  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DI0446
 DI0446  HORZ ORDER  -  SPECIAL (CORS)
 DI0446  ELLP ORDER  -  SPECIAL (CORS)
 DI0446
 DI0446.ITRF positions are available for this station.
 DI0446.The coordinates were established by GPS observations
 DI0446.and adjusted by the National Geodetic Survey in June 2006..
 DI0446.The coordinates are valid at the epoch date displayed above.
 DI0446.The epoch date for horizontal control is a decimal equivalence
 DI0446.of Year/Month/Day.
 DI0446
 DI0446
 DI0446.The PID for the CORS L1 Phase Center is DI0447.
 DI0446
 DI0446.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0446
 DI0446.The ellipsoidal height was determined by GPS observations
 DI0446.and is referenced to NAD 83.
 DI0446
 DI0446.The geoid height was determined by GEOID03.
 DI0446
 DI0446;                    North         East     Units Scale Factor Converg.
 DI0446;SPC NY L     -    66,266.515   367,742.490   MT  0.99999611   +0 31 29.1
 DI0446;SPC NY L     -   217,409.39  1,206,501.82   sFT  0.99999611   +0 31 29.1
 DI0446
 DI0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0446!SPC NY L     -   1.00000217  x   0.99999611  =   0.99999828
 DI0446
 DI0446                          SUPERSEDED SURVEY CONTROL
 DI0446
 DI0446.No superseded survey control is available for this station.
 DI0446
 DI0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5212513747(NAD 83)
 DI0446_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0446
 DI0446                          STATION DESCRIPTION
 DI0446
 DI0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0446'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0446'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0446'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0446'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0446'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0447 ***********************************************************************
 DI0447  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0447  DESIGNATION -  CENTRAL ISLIP CORS L1 PHASE CENTER
 DI0447  CORS_ID     -  NYCI
 DI0447  PID         -  DI0447
 DI0447  STATE/COUNTY-  NY/SUFFOLK
 DI0447  USGS QUAD   -  CENTRAL ISLIP (1967)
 DI0447
 DI0447                         *CURRENT SURVEY CONTROL
 DI0447  ___________________________________________________________________
 DI0447* NAD 83(CORS)-  40 45 38.23714(N)    073 11 51.78743(W)     ADJUSTED  
 DI0447* NAVD 88     -                                                        
 DI0447  ___________________________________________________________________
 DI0447  EPOCH DATE  -        2002.00
 DI0447  X           -   1,398,514.140 (meters)                     COMP
 DI0447  Y           -  -4,631,435.852 (meters)                     COMP
 DI0447  Z           -   4,142,315.124 (meters)                     COMP
 DI0447  ELLIP HEIGHT-         -13.75  (meters)          (06/??/06) GPS OBS
 DI0447  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DI0447
 DI0447  HORZ ORDER  -  SPECIAL (CORS)
 DI0447  ELLP ORDER  -  SPECIAL (CORS)
 DI0447
 DI0447.ITRF positions are available for this station.
 DI0447.The coordinates were established by GPS observations
 DI0447.and adjusted by the National Geodetic Survey in June 2006..
 DI0447.The coordinates are valid at the epoch date displayed above.
 DI0447.The epoch date for horizontal control is a decimal equivalence
 DI0447.of Year/Month/Day.
 DI0447
 DI0447
 DI0447.The PID for the CORS ARP is DI0446.
 DI0447
 DI0447.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0447
 DI0447.The ellipsoidal height was determined by GPS observations
 DI0447.and is referenced to NAD 83.
 DI0447
 DI0447.The geoid height was determined by GEOID03.
 DI0447
 DI0447;                    North         East     Units Scale Factor Converg.
 DI0447;SPC NY L     -    66,266.518   367,742.492   MT  0.99999611   +0 31 29.1
 DI0447;SPC NY L     -   217,409.40  1,206,501.83   sFT  0.99999611   +0 31 29.1
 DI0447
 DI0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0447!SPC NY L     -   1.00000216  x   0.99999611  =   0.99999827
 DI0447
 DI0447                          SUPERSEDED SURVEY CONTROL
 DI0447
 DI0447.No superseded survey control is available for this station.
 DI0447
 DI0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5212513747(NAD 83)
 DI0447_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0447
 DI0447                          STATION DESCRIPTION
 DI0447
 DI0447'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0447'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0447'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0447'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0447'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0447'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2296 ***********************************************************************
 KU2296  DESIGNATION -  CENTRAL ISLIP MACKAY RAD MST 1
 KU2296  PID         -  KU2296
 KU2296  STATE/COUNTY-  NY/SUFFOLK
 KU2296  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2296
 KU2296                         *CURRENT SURVEY CONTROL
 KU2296  ___________________________________________________________________
 KU2296* NAD 83(1996)-  40 48 42.17249(N)    073 14 06.76744(W)     ADJUSTED  
 KU2296* NAVD 88     -                                                        
 KU2296  ___________________________________________________________________
 KU2296  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 KU2296  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU2296
 KU2296  HORZ ORDER  -  THIRD
 KU2296
 KU2296.The horizontal coordinates were established by classical geodetic methods
 KU2296.and adjusted by the National Geodetic Survey in January 1999..
 KU2296
 KU2296
 KU2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2296
 KU2296.The geoid height was determined by GEOID03.
 KU2296
 KU2296;                    North         East     Units Scale Factor Converg.
 KU2296;SPC NY L     -    71,911.841   364,527.107   MT  0.99999512   +0 30 00.8
 KU2296;SPC NY L     -   235,930.77  1,195,952.68   sFT  0.99999512   +0 30 00.8
 KU2296;SPC CT       -   150,114.337   263,858.838   MT  1.00006193   -0 19 18.2
 KU2296;SPC CT       -   492,500.12    865,676.87   sFT  1.00006193   -0 19 18.2
 KU2296;UTM  18      - 4,519,354.405   648,846.312   MT  0.99987270   +1 09 13.1
 KU2296
 KU2296                          SUPERSEDED SURVEY CONTROL
 KU2296
 KU2296  NAD 83(1996)-  40 48 42.17486(N)    073 14 06.76692(W) AD(       ) 4
 KU2296  NAD 83(1992)-  40 48 42.17390(N)    073 14 06.76623(W) AD(       ) 4
 KU2296  NAD 83(1986)-  40 48 42.17638(N)    073 14 06.76787(W) AD(       ) 4
 KU2296  NAD 27      -  40 48 41.84000(N)    073 14 08.36000(W) AD(       ) 3
 KU2296
 KU2296.Superseded values are not recommended for survey control.
 KU2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2296.See file dsdata.txt to determine how the superseded data were derived.
 KU2296
 KU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4884619354(NAD 83)
 KU2296_MARKER: 42 = RADIO/TV MAST
 KU2296
 KU2296  HISTORY     - Date     Condition        Report By
 KU2296  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2296
 KU2296                          STATION DESCRIPTION
 KU2296
 KU2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2296'STATION IS MACKAY RADIO MASTS WHICH ARE 4.5 MILES SW BY ROAD
 KU2296'FROM SMITHTOWN BRANCH.  MASTS ARE FOUR TALL GUYED STEEL
 KU2296'GIRDER-CONSTRUCTED POLES ARRANGED IN A DIAMOND-SHAPED PLAN WITH
 KU2296'LONG AXIS BEARING N 85 DEG W. AND THE SHORT AXIS BEARS
 KU2296'N 05 DEG E.  MASTS WERE NUMBERED ARBITRARILY AS FOLLOWS--E
 KU2296'MAST NO.1, S MAST NO.2, N MAST NO.3, W MAST NO.4.
 KU2296'
 KU2296'TO REACH FROM CENTRAL ISLIP PROCEED W 1.0 MILE ALONG SUFFOLK
 KU2296'AVENUE, FROM RAILROAD STATION, TURN RIGHT TO N AT TRAFFIC LIGHT
 KU2296'ONTO CALEB PATH ROAD FOR 1.7 MILES TO MASTS ON HILL ON W SIDE
 KU2296'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2310 ***********************************************************************
 KU2310  DESIGNATION -  CENTRAL ISLIP MACKAY RAD MST 3
 KU2310  PID         -  KU2310
 KU2310  STATE/COUNTY-  NY/SUFFOLK
 KU2310  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2310
 KU2310                         *CURRENT SURVEY CONTROL
 KU2310  ___________________________________________________________________
 KU2310* NAD 83(1996)-  40 48 42.37955(N)    073 14 10.18883(W)     ADJUSTED  
 KU2310* NAVD 88     -                                                        
 KU2310  ___________________________________________________________________
 KU2310  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KU2310  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU2310
 KU2310  HORZ ORDER  -  THIRD
 KU2310
 KU2310.The horizontal coordinates were established by classical geodetic methods
 KU2310.and adjusted by the National Geodetic Survey in January 1999..
 KU2310
 KU2310
 KU2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2310
 KU2310.The geoid height was determined by GEOID03.
 KU2310
 KU2310;                    North         East     Units Scale Factor Converg.
 KU2310;SPC NY L     -    71,917.528   364,446.866   MT  0.99999512   +0 29 58.6
 KU2310;SPC NY L     -   235,949.42  1,195,689.43   sFT  0.99999512   +0 29 58.6
 KU2310;SPC CT       -   150,121.175   263,778.682   MT  1.00006191   -0 19 20.5
 KU2310;SPC CT       -   492,522.55    865,413.89   sFT  1.00006191   -0 19 20.5
 KU2310;UTM  18      - 4,519,359.176   648,766.022   MT  0.99987240   +1 09 10.8
 KU2310
 KU2310                          SUPERSEDED SURVEY CONTROL
 KU2310
 KU2310  NAD 83(1996)-  40 48 42.38193(N)    073 14 10.18831(W) AD(       ) 4
 KU2310  NAD 83(1992)-  40 48 42.38097(N)    073 14 10.18763(W) AD(       ) 4
 KU2310  NAD 83(1986)-  40 48 42.38345(N)    073 14 10.18927(W) AD(       ) 4
 KU2310  NAD 27      -  40 48 42.04000(N)    073 14 11.78000(W) AD(       ) 3
 KU2310
 KU2310.Superseded values are not recommended for survey control.
 KU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2310.See file dsdata.txt to determine how the superseded data were derived.
 KU2310
 KU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4876619359(NAD 83)
 KU2310_MARKER: 42 = RADIO/TV MAST
 KU2310
 KU2310  HISTORY     - Date     Condition        Report By
 KU2310  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2310
 KU2310                          STATION DESCRIPTION
 KU2310
 KU2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2310'STATION IS MACKAY RADIO MASTS WHICH ARE 4.5 MILES SW BY ROAD
 KU2310'FROM SMITHTOWN BRANCH.  MASTS ARE FOUR TALL GUYED STEEL
 KU2310'GIRDER-CONSTRUCTED POLES ARRANGED IN A DIAMOND-SHAPED PLAN WITH
 KU2310'LONG AXIS BEARING N 85 DEG W.  AND THE SHORT AXIS BEARS
 KU2310'N 05 DEG E.  MASTS WERE NUMBERED ARBITRARILY AS FOLLOWS--E
 KU2310'MAST NO.1, S MAST NO.2, N MAST NO.3, W MAST NO.4.
 KU2310'
 KU2310'TO REACH FROM CENTRAL ISLIP PROCEED W 1.0 MILE ALONG SUFFOLK
 KU2310'AVENUE, FROM RAILROAD STATION, TURN RIGHT TO N AT TRAFFIC LIGHT
 KU2310'ONTO CALEB PATH ROAD FOR 1.7 MILES TO MASTS ON HILL ON W SIDE
 KU2310'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2311 ***********************************************************************
 KU2311  DESIGNATION -  CENTRAL ISLIP MACKAY RAD MST 2
 KU2311  PID         -  KU2311
 KU2311  STATE/COUNTY-  NY/SUFFOLK
 KU2311  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2311
 KU2311                         *CURRENT SURVEY CONTROL
 KU2311  ___________________________________________________________________
 KU2311* NAD 83(1996)-  40 48 41.04802(N)    073 14 10.17685(W)     ADJUSTED  
 KU2311* NAVD 88     -                                                        
 KU2311  ___________________________________________________________________
 KU2311  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KU2311  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU2311
 KU2311  HORZ ORDER  -  THIRD
 KU2311
 KU2311.The horizontal coordinates were established by classical geodetic methods
 KU2311.and adjusted by the National Geodetic Survey in January 1999..
 KU2311
 KU2311
 KU2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2311
 KU2311.The geoid height was determined by GEOID03.
 KU2311
 KU2311;                    North         East     Units Scale Factor Converg.
 KU2311;SPC NY L     -    71,876.458   364,447.505   MT  0.99999513   +0 29 58.6
 KU2311;SPC NY L     -   235,814.68  1,195,691.52   sFT  0.99999513   +0 29 58.6
 KU2311;SPC CT       -   150,080.097   263,778.732   MT  1.00006199   -0 19 20.5
 KU2311;SPC CT       -   492,387.78    865,414.06   sFT  1.00006199   -0 19 20.5
 KU2311;UTM  18      - 4,519,318.121   648,767.129   MT  0.99987241   +1 09 10.8
 KU2311
 KU2311                          SUPERSEDED SURVEY CONTROL
 KU2311
 KU2311  NAD 83(1996)-  40 48 41.05040(N)    073 14 10.17633(W) AD(       ) 4
 KU2311  NAD 83(1992)-  40 48 41.04944(N)    073 14 10.17565(W) AD(       ) 4
 KU2311  NAD 83(1986)-  40 48 41.05191(N)    073 14 10.17729(W) AD(       ) 4
 KU2311  NAD 27      -  40 48 40.71000(N)    073 14 11.77000(W) AD(       ) 3
 KU2311
 KU2311.Superseded values are not recommended for survey control.
 KU2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2311.See file dsdata.txt to determine how the superseded data were derived.
 KU2311
 KU2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4876719318(NAD 83)
 KU2311_MARKER: 42 = RADIO/TV MAST
 KU2311
 KU2311  HISTORY     - Date     Condition        Report By
 KU2311  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2311
 KU2311                          STATION DESCRIPTION
 KU2311
 KU2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2311'STATION IS MACKAY RADIO MASTS WHICH ARE 4.5 MILES SW BY ROAD
 KU2311'FROM SMITHTOWN BRANCH.  MASTS ARE FOUR TALL GUYED STEEL
 KU2311'GIRDER-CONSTRUCTED POLES ARRANGED IN A DIAMOND-SHAPED PLAN WITH
 KU2311'LONG AXIS BEARING N 85 DEG W.  AND THE SHORT AXIS BEARS
 KU2311'N 05 DEG E. MASTS WERE NUMBERED ARBITRARILY AS FOLLOWS--E
 KU2311'MAST NO.1, S MAST NO.2, N MAST NO.3, W MAST NO.4.
 KU2311'
 KU2311'TO REACH FROM CENTRAL ISLIP PROCEED W 1.0 MILE ALONG SUFFOLK
 KU2311'AVENUE, FROM RAILROAD STATION, TURN RIGHT TO N AT TRAFFIC LIGHT
 KU2311'ONTO CALEB PATH ROAD FOR 1.7 MILES TO MASTS ON HILL ON W SIDE
 KU2311'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2316 ***********************************************************************
 KU2316  DESIGNATION -  CENTRAL ISLIP MACKAY RAD MST 4
 KU2316  PID         -  KU2316
 KU2316  STATE/COUNTY-  NY/SUFFOLK
 KU2316  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2316
 KU2316                         *CURRENT SURVEY CONTROL
 KU2316  ___________________________________________________________________
 KU2316* NAD 83(1996)-  40 48 41.25982(N)    073 14 13.59522(W)     ADJUSTED  
 KU2316* NAVD 88     -                                                        
 KU2316  ___________________________________________________________________
 KU2316  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KU2316  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KU2316
 KU2316  HORZ ORDER  -  THIRD
 KU2316
 KU2316.The horizontal coordinates were established by classical geodetic methods
 KU2316.and adjusted by the National Geodetic Survey in January 1999..
 KU2316
 KU2316
 KU2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2316
 KU2316.The geoid height was determined by GEOID03.
 KU2316
 KU2316;                    North         East     Units Scale Factor Converg.
 KU2316;SPC NY L     -    71,882.293   364,367.334   MT  0.99999513   +0 29 56.4
 KU2316;SPC NY L     -   235,833.82  1,195,428.49   sFT  0.99999513   +0 29 56.4
 KU2316;SPC CT       -   150,087.082   263,698.648   MT  1.00006198   -0 19 22.7
 KU2316;SPC CT       -   492,410.70    865,151.31   sFT  1.00006198   -0 19 22.7
 KU2316;UTM  18      - 4,519,323.041   648,686.906   MT  0.99987211   +1 09 08.6
 KU2316
 KU2316                          SUPERSEDED SURVEY CONTROL
 KU2316
 KU2316  NAD 83(1996)-  40 48 41.26220(N)    073 14 13.59470(W) AD(       ) 4
 KU2316  NAD 83(1992)-  40 48 41.26124(N)    073 14 13.59401(W) AD(       ) 4
 KU2316  NAD 83(1986)-  40 48 41.26371(N)    073 14 13.59565(W) AD(       ) 4
 KU2316  NAD 27      -  40 48 40.92000(N)    073 14 15.19000(W) AD(       ) 3
 KU2316
 KU2316.Superseded values are not recommended for survey control.
 KU2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2316.See file dsdata.txt to determine how the superseded data were derived.
 KU2316
 KU2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4868719323(NAD 83)
 KU2316_MARKER: 42 = RADIO/TV MAST
 KU2316
 KU2316  HISTORY     - Date     Condition        Report By
 KU2316  HISTORY     - 1939     FIRST OBSERVED   CGS
 KU2316
 KU2316                          STATION DESCRIPTION
 KU2316
 KU2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2316'STATION IS MACKAY RADIO MASTS WHICH ARE 4.5 MILES SW BY ROAD
 KU2316'FROM SMITHTOWN BRANCH.  MASTS ARE FOUR TALL GUYED STEEL
 KU2316'GIRDER-CONSTRUCTED POLES ARRANGED IN A DIAMOND-SHAPED PLAN WITH
 KU2316'LONG AXIS BEARING N 85 DEG W.  AND THE SHORT AXIS BEARS
 KU2316'N 05 DEG E.  MASTS WERE NUMBERED ARBITRARILY AS FOLLOWS--E
 KU2316'MAST NO.1, S MAST NO.2, N MAST NO.3, W MAST NO.4.
 KU2316'
 KU2316'TO REACH FROM CENTRAL ISLIP PROCEED W 1.0 MILE ALONG SUFFOLK
 KU2316'AVENUE, FROM RAILROAD STATION, TURN RIGHT TO N AT TRAFFIC LIGHT
 KU2316'ONTO CALEB PATH ROAD FOR 1.7 MILES TO MASTS ON HILL ON W SIDE
 KU2316'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2293 ***********************************************************************
 KU2293  DESIGNATION -  CENTRAL ISLIP ST HOSP SW SPIPE
 KU2293  PID         -  KU2293
 KU2293  STATE/COUNTY-  NY/SUFFOLK
 KU2293  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2293
 KU2293                         *CURRENT SURVEY CONTROL
 KU2293  ___________________________________________________________________
 KU2293* NAD 83(1996)-  40 46 05.85171(N)    073 12 02.75549(W)     ADJUSTED  
 KU2293* NAVD 88     -                                                        
 KU2293  ___________________________________________________________________
 KU2293  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KU2293  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU2293
 KU2293  HORZ ORDER  -  THIRD
 KU2293
 KU2293.The horizontal coordinates were established by classical geodetic methods
 KU2293.and adjusted by the National Geodetic Survey in January 1999..
 KU2293
 KU2293
 KU2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2293
 KU2293.The geoid height was determined by GEOID03.
 KU2293
 KU2293;                    North         East     Units Scale Factor Converg.
 KU2293;SPC NY L     -    67,115.955   367,477.473   MT  0.99999592   +0 31 22.0
 KU2293;SPC NY L     -   220,196.26  1,205,632.34   sFT  0.99999592   +0 31 22.0
 KU2293;UTM  18      - 4,514,593.007   651,850.782   MT  0.99988382   +1 10 30.5
 KU2293
 KU2293                          SUPERSEDED SURVEY CONTROL
 KU2293
 KU2293  NAD 83(1996)-  40 46 05.85410(N)    073 12 02.75513(W) AD(       ) 4
 KU2293  NAD 83(1992)-  40 46 05.85321(N)    073 12 02.75467(W) AD(       ) 4
 KU2293  NAD 83(1986)-  40 46 05.85590(N)    073 12 02.75579(W) AD(       ) 4
 KU2293  NAD 27      -  40 46 05.50449(N)    073 12 04.34388(W) AD(       ) 3
 KU2293
 KU2293.Superseded values are not recommended for survey control.
 KU2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2293.See file dsdata.txt to determine how the superseded data were derived.
 KU2293
 KU2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5185114593(NAD 83)
 KU2293_MARKER: 52 = STANDPIPE TANK
 KU2293
 KU2293  HISTORY     - Date     Condition        Report By
 KU2293  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2293  HISTORY     - 19941003 POOR             USPSQD
 KU2293  HISTORY     - 20031009 GOOD             USPSQD
 KU2293
 KU2293                          STATION DESCRIPTION
 KU2293
 KU2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2293'THE STATION IS THE FINIAL OF A METAL STANDPIPE WHICH IS PAINTED
 KU2293'LIGHT GREEN AND IS 125 FEET HIGH.
 KU2293'
 KU2293'THE TANK IS OWNED BY AND ON THE PROPERTY OF THE CENTRAL ISLIP
 KU2293'STATE HOSPITAL IN CENTRAL ISLIP.  IT IS LOCATED IN THE K I GROUP
 KU2293'IN THE SOUTHWEST HOSPITAL AREA.
 KU2293
 KU2293                          STATION RECOVERY (1994)
 KU2293
 KU2293'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2293'MARK RECOVERED IN POOR CONDITION.
 KU2293
 KU2293                          STATION RECOVERY (2003)
 KU2293
 KU2293'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2300 ***********************************************************************
 KU2300  DESIGNATION -  CENTRAL ISLIP ST HOSP N STACK
 KU2300  PID         -  KU2300
 KU2300  STATE/COUNTY-  NY/SUFFOLK
 KU2300  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2300
 KU2300                         *CURRENT SURVEY CONTROL
 KU2300  ___________________________________________________________________
 KU2300* NAD 83(1996)-  40 46 27.97489(N)    073 11 24.47188(W)     ADJUSTED  
 KU2300* NAVD 88     -                                                        
 KU2300  ___________________________________________________________________
 KU2300  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 KU2300  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 KU2300
 KU2300  HORZ ORDER  -  THIRD
 KU2300
 KU2300.The horizontal coordinates were established by classical geodetic methods
 KU2300.and adjusted by the National Geodetic Survey in January 1999..
 KU2300
 KU2300
 KU2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2300
 KU2300.The geoid height was determined by GEOID03.
 KU2300
 KU2300;                    North         East     Units Scale Factor Converg.
 KU2300;SPC NY L     -    67,806.605   368,368.970   MT  0.99999577   +0 31 47.0
 KU2300;SPC NY L     -   222,462.17  1,208,557.20   sFT  0.99999577   +0 31 47.0
 KU2300;UTM  18      - 4,515,293.686   652,734.260   MT  0.99988713   +1 10 56.0
 KU2300
 KU2300                          SUPERSEDED SURVEY CONTROL
 KU2300
 KU2300  NAD 83(1996)-  40 46 27.97726(N)    073 11 24.47154(W) AD(       ) 4
 KU2300  NAD 83(1992)-  40 46 27.97637(N)    073 11 24.47106(W) AD(       ) 4
 KU2300  NAD 83(1986)-  40 46 27.97910(N)    073 11 24.47220(W) AD(       ) 4
 KU2300  NAD 27      -  40 46 27.62754(N)    073 11 26.05866(W) AD(       ) 3
 KU2300
 KU2300.Superseded values are not recommended for survey control.
 KU2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2300.See file dsdata.txt to determine how the superseded data were derived.
 KU2300
 KU2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5273415294(NAD 83)
 KU2300_MARKER: 63 = STACK
 KU2300
 KU2300  HISTORY     - Date     Condition        Report By
 KU2300  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2300  HISTORY     - 19941005 GOOD             USPSQD
 KU2300  HISTORY     - 20031009 GOOD             USPSQD
 KU2300
 KU2300                          STATION DESCRIPTION
 KU2300
 KU2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2300'THE STATION IS THE TOP CENTER OF THE NORTH BRICK STACK RISING
 KU2300'FROM THE NORTH FACE OF THE CENTRAL ISLIP STATE HOSPITAL POWER
 KU2300'PLANT WHICH IS OWNED BY THE LONG ISLAND LIGHTING COMPANY.  THE
 KU2300'STACKS ARE 200 FEET IN HEIGHT AND ARE PAINTED IN ALTERNATE
 KU2300'SECTIONS OF RED AND WHITE.
 KU2300'
 KU2300'THE POWER PLANT IS LOCATED ON THE EAST EDGE OF THE HOSPITAL
 KU2300'GROUNDS JUST WEST OF RAILROAD TRACKS IN CENTRAL ISLIP.
 KU2300
 KU2300                          STATION RECOVERY (1994)
 KU2300
 KU2300'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2300'RECOVERED IN GOOD CONDITION.
 KU2300
 KU2300                          STATION RECOVERY (2003)
 KU2300
 KU2300'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2301 ***********************************************************************
 KU2301  DESIGNATION -  CENTRAL ISLIP ST HOSP NE SPIPE
 KU2301  PID         -  KU2301
 KU2301  STATE/COUNTY-  NY/SUFFOLK
 KU2301  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2301
 KU2301                         *CURRENT SURVEY CONTROL
 KU2301  ___________________________________________________________________
 KU2301* NAD 83(1996)-  40 47 00.83781(N)    073 11 35.70421(W)     ADJUSTED  
 KU2301* NAVD 88     -                                                        
 KU2301  ___________________________________________________________________
 KU2301  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KU2301  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KU2301
 KU2301  HORZ ORDER  -  THIRD
 KU2301
 KU2301.The horizontal coordinates were established by classical geodetic methods
 KU2301.and adjusted by the National Geodetic Survey in January 1999..
 KU2301
 KU2301
 KU2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2301
 KU2301.The geoid height was determined by GEOID03.
 KU2301
 KU2301;                    North         East     Units Scale Factor Converg.
 KU2301;SPC NY L     -    68,817.853   368,096.244   MT  0.99999557   +0 31 39.6
 KU2301;SPC NY L     -   225,779.91  1,207,662.43   sFT  0.99999557   +0 31 39.6
 KU2301;UTM  18      - 4,516,301.653   652,450.064   MT  0.99988606   +1 10 49.4
 KU2301
 KU2301                          SUPERSEDED SURVEY CONTROL
 KU2301
 KU2301  NAD 83(1996)-  40 47 00.84016(N)    073 11 35.70383(W) AD(       ) 4
 KU2301  NAD 83(1992)-  40 47 00.83926(N)    073 11 35.70332(W) AD(       ) 4
 KU2301  NAD 83(1986)-  40 47 00.84198(N)    073 11 35.70458(W) AD(       ) 4
 KU2301  NAD 27      -  40 47 00.49030(N)    073 11 37.29337(W) AD(       ) 3
 KU2301
 KU2301.Superseded values are not recommended for survey control.
 KU2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2301.See file dsdata.txt to determine how the superseded data were derived.
 KU2301
 KU2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5245016302(NAD 83)
 KU2301_MARKER: 52 = STANDPIPE TANK
 KU2301
 KU2301  HISTORY     - Date     Condition        Report By
 KU2301  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2301  HISTORY     - 19941005 POOR             USPSQD
 KU2301  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 KU2301
 KU2301                          STATION DESCRIPTION
 KU2301
 KU2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2301'THE STATION IS THE FINIAL OF A METAL STANDPIPE WHICH IS PAINTED
 KU2301'LIGHT GREEN AND IS 125 FEET HIGH.
 KU2301'
 KU2301'THE TANK IS OWNED AND ON THE PROPERTY OF THE CENTRAL ISLIP
 KU2301'STATE HOSPITAL IN CENTRAL ISLIP.  IT IS LOCATED ABOUT 100 YARDS
 KU2301'EAST OF THE EAST END OF EAST IRVING STREET.
 KU2301
 KU2301                          STATION RECOVERY (1994)
 KU2301
 KU2301'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2301'MARK RECOVERED IN POOR CONDITION.
 KU2301
 KU2301                          STATION RECOVERY (2003)
 KU2301
 KU2301'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2294 ***********************************************************************
 KU2294  DESIGNATION -  CENTRAL ISLIP ST JOHN CH TOWER
 KU2294  PID         -  KU2294
 KU2294  STATE/COUNTY-  NY/SUFFOLK
 KU2294  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2294
 KU2294                         *CURRENT SURVEY CONTROL
 KU2294  ___________________________________________________________________
 KU2294* NAD 83(1996)-  40 47 11.70107(N)    073 12 02.63593(W)     ADJUSTED  
 KU2294* NAVD 88     -                                                        
 KU2294  ___________________________________________________________________
 KU2294  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 KU2294  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 KU2294
 KU2294  HORZ ORDER  -  THIRD
 KU2294
 KU2294.The horizontal coordinates were established by classical geodetic methods
 KU2294.and adjusted by the National Geodetic Survey in January 1999..
 KU2294
 KU2294
 KU2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2294
 KU2294.The geoid height was determined by GEOID03.
 KU2294
 KU2294;                    North         East     Units Scale Factor Converg.
 KU2294;SPC NY L     -    69,147.150   367,461.743   MT  0.99999551   +0 31 22.0
 KU2294;SPC NY L     -   226,860.27  1,205,580.74   sFT  0.99999551   +0 31 22.0
 KU2294;UTM  18      - 4,516,623.664   651,811.924   MT  0.99988367   +1 10 32.1
 KU2294
 KU2294                          SUPERSEDED SURVEY CONTROL
 KU2294
 KU2294  NAD 83(1996)-  40 47 11.70342(N)    073 12 02.63553(W) AD(       ) 4
 KU2294  NAD 83(1992)-  40 47 11.70253(N)    073 12 02.63500(W) AD(       ) 4
 KU2294  NAD 83(1986)-  40 47 11.70525(N)    073 12 02.63629(W) AD(       ) 4
 KU2294  NAD 27      -  40 47 11.35355(N)    073 12 04.22523(W) AD(       ) 3
 KU2294
 KU2294.Superseded values are not recommended for survey control.
 KU2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2294.See file dsdata.txt to determine how the superseded data were derived.
 KU2294
 KU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5181216624(NAD 83)
 KU2294_MARKER: 91 = CHURCH CROSS
 KU2294
 KU2294  HISTORY     - Date     Condition        Report By
 KU2294  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2294  HISTORY     - 19941005 GOOD             USPSQD
 KU2294  HISTORY     - 20020708 GOOD             USPSQD
 KU2294  HISTORY     - 20031009 GOOD             USPSQD
 KU2294
 KU2294                          STATION DESCRIPTION
 KU2294
 KU2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2294'THE STATION IS THE BASE OF THE CROSS ATOP THE BELL TOWER OF THE
 KU2294'ROMAN CATHOLIC ST. JOHN OF GOD CHURCH.  THE TOWER RISES FROM THE
 KU2294'WEST SIDE OF THE MAIN CHURCH BUILDING.  THE VERY STEEP ROOF OF
 KU2294'THE BELL TOWER IS COVERED WITH RED SHINGLES.  THE OVER-ALL HEIGHT
 KU2294'OF THE BELL TOWER IS 75 FEET.
 KU2294'
 KU2294'THE CHURCH IS LOCATED AT THE INTERSECTION OF CARLETON AVENUE AND
 KU2294'EAST ST. JOHN STREET IN CENTRAL ISLIP, NEW YORK.
 KU2294
 KU2294                          STATION RECOVERY (1994)
 KU2294
 KU2294'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2294'RECOVERED IN GOOD CONDITION.
 KU2294
 KU2294                          STATION RECOVERY (2002)
 KU2294
 KU2294'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2294'RECOVERED IN GOOD CONDITION.
 KU2294
 KU2294                          STATION RECOVERY (2003)
 KU2294
 KU2294'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2302 ***********************************************************************
 KU2302  DESIGNATION -  CENTRAL ISLIP WATER TANK
 KU2302  PID         -  KU2302
 KU2302  STATE/COUNTY-  NY/SUFFOLK
 KU2302  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU2302
 KU2302                         *CURRENT SURVEY CONTROL
 KU2302  ___________________________________________________________________
 KU2302* NAD 83(1996)-  40 48 14.26210(N)    073 11 30.05750(W)     ADJUSTED  
 KU2302* NAVD 88     -                                                        
 KU2302  ___________________________________________________________________
 KU2302  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 KU2302  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KU2302
 KU2302  HORZ ORDER  -  THIRD
 KU2302
 KU2302.The horizontal coordinates were established by classical geodetic methods
 KU2302.and adjusted by the National Geodetic Survey in January 1999..
 KU2302
 KU2302
 KU2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2302
 KU2302.The geoid height was determined by GEOID03.
 KU2302
 KU2302;                    North         East     Units Scale Factor Converg.
 KU2302;SPC NY L     -    71,083.901   368,207.738   MT  0.99999522   +0 31 43.3
 KU2302;SPC NY L     -   233,214.43  1,208,028.22   sFT  0.99999522   +0 31 43.3
 KU2302;UTM  18      - 4,518,568.576   652,535.717   MT  0.99988638   +1 10 54.9
 KU2302
 KU2302                          SUPERSEDED SURVEY CONTROL
 KU2302
 KU2302  NAD 83(1996)-  40 48 14.26437(N)    073 11 30.05715(W) AD(       ) 4
 KU2302  NAD 83(1992)-  40 48 14.26346(N)    073 11 30.05654(W) AD(       ) 4
 KU2302  NAD 83(1986)-  40 48 14.26612(N)    073 11 30.05809(W) AD(       ) 4
 KU2302  NAD 27      -  40 48 13.91531(N)    073 11 31.64699(W) AD(       ) 3
 KU2302
 KU2302.Superseded values are not recommended for survey control.
 KU2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2302.See file dsdata.txt to determine how the superseded data were derived.
 KU2302
 KU2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5253618569(NAD 83)
 KU2302_MARKER: 51 = TANK
 KU2302
 KU2302  HISTORY     - Date     Condition        Report By
 KU2302  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2302  HISTORY     - 1984     GOOD             USCG
 KU2302  HISTORY     - 19941017 GOOD             USPSQD
 KU2302  HISTORY     - 20030512 GOOD             USPSQD
 KU2302
 KU2302                          STATION DESCRIPTION
 KU2302
 KU2302'DESCRIBED BY US COAST GUARD 1984 (RLW)
 KU2302'THIS WATER TANK IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY.  SIGN
 KU2302'INDICATED WATER SHED STORAGE TANK.  CICULAR, EXTENDING FROM THE
 KU2302'GROUND UP, NO LEGS VISIBLE SILVER/GREY - MODERN DESIGN W/3 TIER
 KU2302'SET BACK AT TOP.  NO MARKING VISIBLE, NO WALK AROUND.  APPROX 150
 KU2302'FT HGT.  AREA PROTECTED BY A 6 FT CYCLONE FENCE, W/3 STRAND BARBED
 KU2302'WIRE, STAND OFFS ANGLED TOWARD TOWER.  TANK CAN BE REACHED FROM
 KU2302'JUNCTION OF VETS MEMO. HGWY (NO. 454) AND MACARTHUR BLVD, SOUTH
 KU2302'ON MAC. BLVD.  .4 MILES, PAST HAUPPAUGE LILCO SHORT WAVE MAST (NO.
 KU2302'1090), DIRT ACCESS ROAD ON EAST SIDE OF ROAD.  ACCROSS FROM
 KU2302'WINDSOR VILLAGE GARDEN APTS.  LILCO POLE NO. 15 AND NYT POLE NO. 14.
 KU2302
 KU2302                          STATION RECOVERY (1994)
 KU2302
 KU2302'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU2302'RECOVERED IN GOOD CONDITION.
 KU2302
 KU2302                          STATION RECOVERY (2003)
 KU2302
 KU2302'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0702 ***********************************************************************
 OG0702  DESIGNATION -  CENTRAL IWC
 OG0702  PID         -  OG0702
 OG0702  STATE/COUNTY-  NY/NIAGARA
 OG0702  USGS QUAD   -  
 OG0702
 OG0702                         *CURRENT SURVEY CONTROL
 OG0702  ___________________________________________________________________
 OG0702* NAD 83(1996)-  43 03 09.82811(N)    078 53 40.88831(W)     ADJUSTED  
 OG0702* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 OG0702  ___________________________________________________________________
 OG0702  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 OG0702  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OG0702
 OG0702  HORZ ORDER  -  THIRD
 OG0702
 OG0702.The horizontal coordinates were established by classical geodetic methods
 OG0702.and adjusted by the National Geodetic Survey in January 1999..
 OG0702
 OG0702.The orthometric height was scaled from a topographic map.
 OG0702
 OG0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0702
 OG0702.The geoid height was determined by GEOID03.
 OG0702
 OG0702;                    North         East     Units Scale Factor Converg.
 OG0702;SPC NY W     -   339,074.663   324,634.876   MT  0.99994541   -0 12 45.2
 OG0702;SPC NY W     - 1,112,447.46  1,065,072.92   sFT  0.99994541   -0 12 45.2
 OG0702;UTM  17      - 4,768,821.349   671,456.124   MT  0.99996165   +1 26 15.3
 OG0702
 OG0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0702!SPC NY W     -   0.99997893  x   0.99994541  =   0.99992434
 OG0702!UTM  17      -   0.99997893  x   0.99996165  =   0.99994058
 OG0702
 OG0702:                Primary Azimuth Mark                     Grid Az
 OG0702:SPC NY W     -  GRATWICK IWC                             162 42 36.9
 OG0702:UTM  17      -  GRATWICK IWC                             161 03 36.4
 OG0702
 OG0702|---------------------------------------------------------------------|
 OG0702| PID    Reference Object                     Distance      Geod. Az  |
 OG0702|                                                           dddmmss.s |
 OG0702| OG0698 GRATWICK IWC                        APPROX. 1.3 KM 1622951.7 |
 OG0702|---------------------------------------------------------------------|
 OG0702
 OG0702                          SUPERSEDED SURVEY CONTROL
 OG0702
 OG0702  NAD 83(1986)-  43 03 09.83422(N)    078 53 40.88513(W) AD(       ) 3
 OG0702  NAD 27      -  43 03 09.63800(N)    078 53 41.75300(W) AD(       ) 3
 OG0702
 OG0702.Superseded values are not recommended for survey control.
 OG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0702.See file dsdata.txt to determine how the superseded data were derived.
 OG0702
 OG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7145668821(NAD 83)
 OG0702_MARKER: Z = SEE DESCRIPTION
 OG0702_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0702
 OG0702  HISTORY     - Date     Condition        Report By
 OG0702  HISTORY     - 1909     MONUMENTED       IWC
 OG0702
 OG0702                          STATION DESCRIPTION
 OG0702
 OG0702'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0702'THIS STATION IS SITUATED ON THE AMERICAN MAINLAND, 1/4 MILE WEST OF
 OG0702'DEPOT GRATWICK ON THE NYCHR RR RIGHT - OF - WAY NEAR PUBLIC HIGHWAY.
 OG0702'
 OG0702'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN CONCRETE
 OG0702'MONUMENT, TOP OF THE PLUG PROJECTING CEMENTED IN CONCRETE MONUMENT,
 OG0702'TOP OF THE PLUG PROJECTING 1/4 INCH ABOVE SURFACE OF CONCRETE.  TOP
 OG0702'OF MONUMENT IS 3 FEET BELOW SURFACE OF GROUND.  STATION ESTABLISHED
 OG0702'IN 1909.  MARKER IS CONCRETE, 8 INCHES DIAMETER, MARKED---I.W.C.
 OG0702'1909---.  IS 1.4 FEET EAST OF STATION AND 4 INCHES BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3660 ***********************************************************************
 KU3660  DESIGNATION -  CENTRAL PARK AVE NORTH 1921
 KU3660  PID         -  KU3660
 KU3660  STATE/COUNTY-  NY/WESTCHESTER
 KU3660  USGS QUAD   -  MOUNT VERNON (1979)
 KU3660
 KU3660                         *CURRENT SURVEY CONTROL
 KU3660  ___________________________________________________________________
 KU3660* NAD 83(1996)-  40 55 09.68101(N)    073 52 05.86260(W)     ADJUSTED  
 KU3660* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 KU3660  ___________________________________________________________________
 KU3660  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KU3660  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU3660
 KU3660  HORZ ORDER  -  SECOND
 KU3660
 KU3660.The horizontal coordinates were established by classical geodetic methods
 KU3660.and adjusted by the National Geodetic Survey in January 1999..
 KU3660
 KU3660.The orthometric height was scaled from a topographic map.
 KU3660
 KU3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3660
 KU3660.The geoid height was determined by GEOID03.
 KU3660
 KU3660;                    North         East     Units Scale Factor Converg.
 KU3660;SPC NY E     -   231,784.800   203,208.164   MT  0.99993483   +0 24 49.6
 KU3660;SPC NY E     -   760,447.30    666,692.12   sFT  0.99993483   +0 24 49.6
 KU3660;SPC NY L     -    83,592.139   311,094.453   MT  0.99999563   +0 05 10.1
 KU3660;SPC NY L     -   274,251.88  1,020,649.05   sFT  0.99999563   +0 05 10.1
 KU3660;SPC NJ       -   231,784.800   203,208.164   MT  0.99993483   +0 24 49.6
 KU3660;SPC NJ       -   760,447.30    666,692.12   sFT  0.99993483   +0 24 49.6
 KU3660;UTM  18      - 4,530,421.338   595,294.915   MT  0.99971177   +0 44 28.7
 KU3660
 KU3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3660!SPC NY E     -   0.99999365  x   0.99993483  =   0.99992848
 KU3660!SPC NY L     -   0.99999365  x   0.99999563  =   0.99998928
 KU3660!SPC NJ       -   0.99999365  x   0.99993483  =   0.99992848
 KU3660!UTM  18      -   0.99999365  x   0.99971177  =   0.99970543
 KU3660
 KU3660                          SUPERSEDED SURVEY CONTROL
 KU3660
 KU3660  NAD 83(1996)-  40 55 09.68172(N)    073 52 05.86312(W) AD(       ) 2
 KU3660  NAD 83(1992)-  40 55 09.68025(N)    073 52 05.86376(W) AD(       ) 2
 KU3660  NAD 83(1986)-  40 55 09.68342(N)    073 52 05.86203(W) AD(       ) 2
 KU3660  NAD 27      -  40 55 09.32700(N)    073 52 07.37800(W) AD(       ) 2
 KU3660
 KU3660.Superseded values are not recommended for survey control.
 KU3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3660.See file dsdata.txt to determine how the superseded data were derived.
 KU3660
 KU3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9529530421(NAD 83)
 KU3660_MARKER: N = NAIL
 KU3660_SETTING: 0 = UNSPECIFIED SETTING
 KU3660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3660
 KU3660  HISTORY     - Date     Condition        Report By
 KU3660  HISTORY     - 1921     MONUMENTED       NY6820
 KU3660
 KU3660                          STATION DESCRIPTION
 KU3660
 KU3660'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3660'A NEW YORK CITY MONUMENT ON THE E SIDE OF CENTRAL PARK AVENUE
 KU3660'ABOUT 500 FEET N OF A TUNNEL, UNDER A FENCE, WITH A BRASS NAIL IN
 KU3660'WOODED PLUG IN CENTER OF MONUMENT.
 KU3660'
 KU3660'HILLVIEW MON. NO.3 IS 976.1 FEET FROM STATION IN BEARING S 9 DEG
 KU3660'24 MIN 40 SEC W.  CENTRAL PARK AVE. S IS 1327.73 FEET FROM
 KU3660'STATION IN BEARING S 45 DEG 10 MIN 40 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3644 ***********************************************************************
 KU3644  DESIGNATION -  CENTRAL PARK AVE SOUTH 1921
 KU3644  PID         -  KU3644
 KU3644  STATE/COUNTY-  NY/WESTCHESTER
 KU3644  USGS QUAD   -  MOUNT VERNON (1979)
 KU3644
 KU3644                         *CURRENT SURVEY CONTROL
 KU3644  ___________________________________________________________________
 KU3644* NAD 83(1996)-  40 55 00.43225(N)    073 52 18.12849(W)     ADJUSTED  
 KU3644* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 KU3644  ___________________________________________________________________
 KU3644  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KU3644  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU3644
 KU3644  HORZ ORDER  -  THIRD
 KU3644
 KU3644.The horizontal coordinates were established by classical geodetic methods
 KU3644.and adjusted by the National Geodetic Survey in January 1999..
 KU3644
 KU3644.The orthometric height was scaled from a topographic map.
 KU3644
 KU3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3644
 KU3644.The geoid height was determined by GEOID03.
 KU3644
 KU3644;                    North         East     Units Scale Factor Converg.
 KU3644;SPC NY E     -   231,497.455   202,923.226   MT  0.99993446   +0 24 41.5
 KU3644;SPC NY E     -   759,504.57    665,757.28   sFT  0.99993446   +0 24 41.5
 KU3644;SPC NY L     -    83,306.410   310,807.859   MT  0.99999558   +0 05 02.1
 KU3644;SPC NY L     -   273,314.45  1,019,708.78   sFT  0.99999558   +0 05 02.1
 KU3644;SPC NJ       -   231,497.455   202,923.226   MT  0.99993446   +0 24 41.5
 KU3644;SPC NJ       -   759,504.57    665,757.28   sFT  0.99993446   +0 24 41.5
 KU3644;UTM  18      - 4,530,132.433   595,011.687   MT  0.99971111   +0 44 20.6
 KU3644
 KU3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3644!SPC NY E     -   0.99999083  x   0.99993446  =   0.99992529
 KU3644!SPC NY L     -   0.99999083  x   0.99999558  =   0.99998641
 KU3644!SPC NJ       -   0.99999083  x   0.99993446  =   0.99992529
 KU3644!UTM  18      -   0.99999083  x   0.99971111  =   0.99970195
 KU3644
 KU3644:                Primary Azimuth Mark                     Grid Az
 KU3644:SPC NY E     -  CENTRAL PARK AVE NORTH 1921              044 45 32.5
 KU3644:SPC NY L     -  CENTRAL PARK AVE NORTH 1921              045 05 11.9
 KU3644:SPC NJ       -  CENTRAL PARK AVE NORTH 1921              044 45 32.5
 KU3644:UTM  18      -  CENTRAL PARK AVE NORTH 1921              044 25 53.4
 KU3644
 KU3644|---------------------------------------------------------------------|
 KU3644| PID    Reference Object                     Distance      Geod. Az  |
 KU3644|                                                           dddmmss.s |
 KU3644| KU3660 CENTRAL PARK AVE NORTH 1921         404.696 METERS 0451014.0 |
 KU3644| KU3658 HILLVIEW MONUMENT 3 1921            238.540 METERS 09159     |
 KU3644|---------------------------------------------------------------------|
 KU3644
 KU3644                          SUPERSEDED SURVEY CONTROL
 KU3644
 KU3644  NAD 83(1996)-  40 55 00.43296(N)    073 52 18.12901(W) AD(       ) 3
 KU3644  NAD 83(1992)-  40 55 00.43149(N)    073 52 18.12965(W) AD(       ) 3
 KU3644  NAD 83(1986)-  40 55 00.43461(N)    073 52 18.12796(W) AD(       ) 3
 KU3644  NAD 27      -  40 55 00.07800(N)    073 52 19.64400(W) AD(       ) 3
 KU3644
 KU3644.Superseded values are not recommended for survey control.
 KU3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3644.See file dsdata.txt to determine how the superseded data were derived.
 KU3644
 KU3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9501230132(NAD 83)
 KU3644_MARKER: Z = SEE DESCRIPTION
 KU3644_SETTING: 0 = UNSPECIFIED SETTING
 KU3644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3644
 KU3644  HISTORY     - Date     Condition        Report By
 KU3644  HISTORY     - 1921     MONUMENTED       NY6820
 KU3644
 KU3644                          STATION DESCRIPTION
 KU3644
 KU3644'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3644'A NEW YORK CITY MONUMENT ON THE E SIDE OF CENTRAL PARK AVENUE
 KU3644'ABOUT 600 FEET S OF A TUNNEL.  MONUMENT HAS A BRASS PLATE.
 KU3644'
 KU3644'HILLVIEW MON. NO.3 IS 782.7 FEET FROM STATION IN BEARING S 88 DEG
 KU3644'1 MIN 26 SEC E.  CITY LINE W IS IN BEARING S 08 DEG 03 MIN 19 SEC W
 KU3644'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3837 ***********************************************************************
 AB3837  CBN         -  This is a Cooperative Base Network Control Station.
 AB3837  DESIGNATION -  CENTRAL SQ
 AB3837  PID         -  AB3837
 AB3837  STATE/COUNTY-  NY/OSWEGO
 AB3837  USGS QUAD   -  CENTRAL SQUARE (1978)
 AB3837
 AB3837                         *CURRENT SURVEY CONTROL
 AB3837  ___________________________________________________________________
 AB3837* NAD 83(1996)-  43 17 09.94470(N)    076 07 33.39603(W)     ADJUSTED  
 AB3837* NAVD 88     -       135.139  (meters)     443.37   (feet)  ADJUSTED  
 AB3837  ___________________________________________________________________
 AB3837  X           -   1,115,086.569 (meters)                     COMP
 AB3837  Y           -  -4,514,620.928 (meters)                     COMP
 AB3837  Z           -   4,350,762.300 (meters)                     COMP
 AB3837  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 AB3837  ELLIP HEIGHT-         101.28  (meters)          (09/18/02) GPS OBS
 AB3837  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AB3837  DYNAMIC HT  -         135.108 (meters)     443.27  (feet)  COMP
 AB3837  MODELED GRAV-     980,392.7   (mgal)                       NAVD 88
 AB3837
 AB3837  HORZ ORDER  -  B
 AB3837  VERT ORDER  -  SECOND    CLASS II
 AB3837  ELLP ORDER  -  FOURTH    CLASS II
 AB3837
 AB3837.The horizontal coordinates were established by GPS observations
 AB3837.and adjusted by the National Geodetic Survey in July 1997..
 AB3837
 AB3837.The orthometric height was determined by differential leveling
 AB3837.and adjusted by the National Geodetic Survey in April 2005..
 AB3837.No vertical observational check was made to the station.
 AB3837
 AB3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3837
 AB3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3837
 AB3837.The ellipsoidal height was determined by GPS observations
 AB3837.and is referenced to NAD 83.
 AB3837
 AB3837.The geoid height was determined by GEOID03.
 AB3837
 AB3837.The dynamic height is computed by dividing the NAVD 88
 AB3837.geopotential number by the normal gravity value computed on the
 AB3837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3837.degrees latitude (g = 980.6199 gals.).
 AB3837
 AB3837.The modeled gravity was interpolated from observed gravity values.
 AB3837
 AB3837;                    North         East     Units Scale Factor Converg.
 AB3837;SPC NY C     -   365,053.589   287,120.221   MT  0.99995444   +0 18 49.0
 AB3837;SPC NY C     - 1,197,679.98    941,993.59   sFT  0.99995444   +0 18 49.0
 AB3837;UTM  18      - 4,793,201.479   408,652.796   MT  0.99970264   -0 46 19.4
 AB3837
 AB3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3837!SPC NY C     -   0.99998412  x   0.99995444  =   0.99993856
 AB3837!UTM  18      -   0.99998412  x   0.99970264  =   0.99968676
 AB3837
 AB3837                          SUPERSEDED SURVEY CONTROL
 AB3837
 AB3837  ELLIP H (07/24/97)  101.32   (m)                       GP(       ) 1 1
 AB3837  NAD 83(1992)-  43 17 09.94382(N)    076 07 33.39540(W) AD(       ) B
 AB3837  NAD 83(1992)-  43 17 09.94383(N)    076 07 33.39545(W) AD(       ) B
 AB3837  ELLIP H (06/10/96)  101.27   (m)                       GP(       ) 1 1
 AB3837
 AB3837.Superseded values are not recommended for survey control.
 AB3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3837.See file dsdata.txt to determine how the superseded data were derived.
 AB3837
 AB3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0865393201(NAD 83)
 AB3837_MARKER: I = METAL ROD
 AB3837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB3837_STAMPING: CENTRAL SQ CBN 1995
 AB3837_MARK LOGO: NYDT  
 AB3837_PROJECTION: FLUSH
 AB3837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3837+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AB3837_ROD/PIPE-DEPTH: 5.80 meters
 AB3837
 AB3837  HISTORY     - Date     Condition        Report By
 AB3837  HISTORY     - 1995     MONUMENTED       NYDT
 AB3837  HISTORY     - 20000310 GOOD             FA
 AB3837  HISTORY     - 20010716 GOOD             NYDT
 AB3837  HISTORY     - 20010806 GOOD             NYDT
 AB3837
 AB3837                          STATION DESCRIPTION
 AB3837
 AB3837'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3837'THE STATION IS LOCATED ABOUT 25 KM (15.5 MI) NORTH OF SYRACUSE AT THE
 AB3837'JUNCTION OF INTERSTATE 81 (EXIT 32) AND STATE HIGHWAY 49 ON THE EAST
 AB3837'SIDE OF THE VILLAGE OF CENTRAL SQUARE.  OWNERSHIP--HIGHWAY
 AB3837'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE VILLAGE OF CENTRAL
 AB3837'SQUARE, GO EAST ON HIGHWAY 49 TO THE I-81 SOUTHBOUND ON RAMP.  TURN
 AB3837'LEFT ONTO THE RAMP AND CONTINUE SOUTH ON THE SOUTHBOUND ON RAMP FOR 20
 AB3837'M (65.6 FT) TO THE STATION ON THE LEFT.  THE STATION IS THE TOP CENTER
 AB3837'OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 5.8 M (19.0 FT)
 AB3837'ENCASED IN A 2.7 CM GREASE FILLED PVC SLEEVE THAT IS 90 CM LONG
 AB3837'ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP SURROUNDED WITH CONCRETE
 AB3837'FLUSH WITH THE GROUND.  IT IS 14.0 M (45.9 FT) EAST FROM THE CENTER OF
 AB3837'THE ON RAMP, 26.7 M (87.6 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 AB3837'THE CONCRETE BRIDGE ABUTMENT, 18.1 M (59.4 FT) SOUTHEAST OF THE WEST
 AB3837'END OF THE GUIDE RAIL, AND 1 M (3.3 FT) SOUTH OF A WITNESS POST.
 AB3837
 AB3837                          STATION RECOVERY (2000)
 AB3837
 AB3837'RECOVERY NOTE BY FISHER ASSOCIATES 2000 (KR)
 AB3837'GOOD CONDITION.
 AB3837
 AB3837                          STATION RECOVERY (2001)
 AB3837
 AB3837'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AB3837'RECOVERED AS DESCRIBED.
 AB3837'
 AB3837
 AB3837                          STATION RECOVERY (2001)
 AB3837
 AB3837'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 AB3837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1343 ***********************************************************************
 OF1343  DESIGNATION -  CENTRAL SQUARE WATER TANK
 OF1343  PID         -  OF1343
 OF1343  STATE/COUNTY-  NY/OSWEGO
 OF1343  USGS QUAD   -  CENTRAL SQUARE (1978)
 OF1343
 OF1343                         *CURRENT SURVEY CONTROL
 OF1343  ___________________________________________________________________
 OF1343* NAD 83(1996)-  43 17 12.40975(N)    076 08 51.44302(W)     ADJUSTED  
 OF1343* NAVD 88     -                                                        
 OF1343  ___________________________________________________________________
 OF1343  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 OF1343  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 OF1343
 OF1343  HORZ ORDER  -  THIRD
 OF1343
 OF1343.The horizontal coordinates were established by classical geodetic methods
 OF1343.and adjusted by the National Geodetic Survey in January 1999..
 OF1343
 OF1343
 OF1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1343
 OF1343.The geoid height was determined by GEOID03.
 OF1343
 OF1343;                    North         East     Units Scale Factor Converg.
 OF1343;SPC NY C     -   365,120.255   285,360.369   MT  0.99995288   +0 17 55.5
 OF1343;SPC NY C     - 1,197,898.70    936,219.81   sFT  0.99995288   +0 17 55.5
 OF1343;UTM  18      - 4,793,301.453   406,894.962   MT  0.99970663   -0 47 12.9
 OF1343
 OF1343                          SUPERSEDED SURVEY CONTROL
 OF1343
 OF1343  NAD 83(1986)-  43 17 12.41472(N)    076 08 51.44002(W) AD(       ) 4
 OF1343  NAD 27      -  43 17 12.15300(N)    076 08 52.71300(W) AD(       ) 3
 OF1343
 OF1343.Superseded values are not recommended for survey control.
 OF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1343.See file dsdata.txt to determine how the superseded data were derived.
 OF1343
 OF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0689593301(NAD 83)
 OF1343
 OF1343  HISTORY     - Date     Condition        Report By
 OF1343  HISTORY     - 1942     MONUMENTED       CGS
 OF1343
 OF1343                          STATION DESCRIPTION
 OF1343
 OF1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1343'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 OF1343'SUPPLY, LOCATED ABOUT ONE-HALF BLOCK W OF THE JUNCTION OF
 OF1343'U.S. HIGHWAY 11, AND STATE ROUTE 49 IN CENTRAL SQUARE.  IT IS
 OF1343'AN ALL STEEL STRUCTURE ABOUT 100 FEET HIGH, AND THE ENTIRE
 OF1343'STRUCTURE IS PAINTED BLACK.  POINT OBSERVED UPON WAS THE FINIAL
 OF1343'ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9619 ***********************************************************************
 AA9619  DESIGNATION -  CENTRE ISLAND SCYC FLAGPOLE
 AA9619  PID         -  AA9619
 AA9619  STATE/COUNTY-  NY/NASSAU
 AA9619  USGS QUAD   -  BAYVILLE (1975)
 AA9619
 AA9619                         *CURRENT SURVEY CONTROL
 AA9619  ___________________________________________________________________
 AA9619* NAD 83(1996)-  40 54 08.91630(N)    073 30 48.61112(W)     ADJUSTED  
 AA9619* NAVD 88     -        46.     (meters)     151.     (feet)  VERTCON   
 AA9619  ___________________________________________________________________
 AA9619  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 AA9619  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AA9619
 AA9619  HORZ ORDER  -  THIRD
 AA9619
 AA9619.The horizontal coordinates were established by classical geodetic methods
 AA9619.and adjusted by the National Geodetic Survey in January 1999..
 AA9619
 AA9619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9619
 AA9619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9619
 AA9619.The geoid height was determined by GEOID03.
 AA9619
 AA9619;                    North         East     Units Scale Factor Converg.
 AA9619;SPC NY L     -    81,823.177   340,991.377   MT  0.99999532   +0 19 05.6
 AA9619;SPC NY L     -   268,448.21  1,118,735.88   sFT  0.99999532   +0 19 05.6
 AA9619;UTM  18      - 4,528,994.725   625,202.785   MT  0.99979294   +0 58 24.4
 AA9619
 AA9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9619!SPC NY L     -   0.99999762  x   0.99999532  =   0.99999294
 AA9619!UTM  18      -   0.99999762  x   0.99979294  =   0.99979056
 AA9619
 AA9619                          SUPERSEDED SURVEY CONTROL
 AA9619
 AA9619  NAD 83(1996)-  40 54 08.91873(N)    073 30 48.61032(W) AD(       ) 4
 AA9619  NAD 83(1986)-  40 54 08.92148(N)    073 30 48.61264(W) AD(       ) 4
 AA9619  NGVD 29 (01/19/96)   46.     (m)          151.     (f) VERT ANG       
 AA9619
 AA9619.Superseded values are not recommended for survey control.
 AA9619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9619.See file dsdata.txt to determine how the superseded data were derived.
 AA9619
 AA9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2520328995(NAD 83)
 AA9619_MARKER: 62 = FLAGPOLE
 AA9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9619+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9619
 AA9619  HISTORY     - Date     Condition        Report By
 AA9619  HISTORY     - 1990     FIRST OBSERVED   NOS
 AA9619
 AA9619                          STATION DESCRIPTION
 AA9619
 AA9619'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9619'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9619'OF THE ISLAND ABOUT 1.8 NAUTICAL MILES NORTH-NORTHEAST OF THE TOWN OF
 AA9619'OYSTER BAY NEAR THE EAST SIDE OF CENTRE ISLAND ABOUT 1 NAUTICAL MILE
 AA9619'NORTH-NORTHEAST OF MOSES POINT AND 0.3 NAUTICAL MILE WEST-NORTHWEST OF
 AA9619'PLUM POINT ALONG THE SHORELINE OF OYSTER BAY HARBOR AT THE SEAWANHAKA
 AA9619'CORINTHIAN YACHT CLUB.  THE STATION IS THE CENTER OF THE LOWER PORTION
 AA9619'OF THE FLAGPOLE WHICH IS LOCATED JUST SOUTH OF THE SOUTHWEST CORNER OF
 AA9619'THE CLUBHOUSE BUILDING.  THE FLAGPOLE, BEING SOME 140 FEET (42.7 M) IN
 AA9619'HEIGHT, IS PROMINENT AND IS CURRENTLY A CHARTED FLAGSTAFF LANDMARK.
 AA9619'DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7809 ***********************************************************************
 DE7809  DESIGNATION -  CESF BRAY HALL BASE STA ARP
 DE7809  PID         -  DE7809
 DE7809  STATE/COUNTY-  NY/ONONDAGA
 DE7809  USGS QUAD   -  SYRACUSE WEST (1978)
 DE7809
 DE7809                         *CURRENT SURVEY CONTROL
 DE7809  ___________________________________________________________________
 DE7809* NAD 83(1996)-  43 02 03.93333(N)    076 08 05.05200(W)     ADJUSTED  
 DE7809* NAVD 88     -       195.4    (meters)     641.     (feet)  GPS OBS   
 DE7809  ___________________________________________________________________
 DE7809  X           -   1,118,987.611 (meters)                     COMP
 DE7809  Y           -  -4,533,403.582 (meters)                     COMP
 DE7809  Z           -   4,330,408.620 (meters)                     COMP
 DE7809  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 DE7809  ELLIP HEIGHT-         162.06  (meters)          (09/18/02) GPS OBS
 DE7809  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DE7809
 DE7809  HORZ ORDER  -  FIRST
 DE7809  ELLP ORDER  -  FOURTH    CLASS II
 DE7809
 DE7809.The horizontal coordinates were established by GPS observations
 DE7809.and adjusted by the National Geodetic Survey in September 2002..
 DE7809
 DE7809.The orthometric height was determined by GPS observations and a
 DE7809.high-resolution geoid model.
 DE7809
 DE7809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7809
 DE7809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7809
 DE7809.The ellipsoidal height was determined by GPS observations
 DE7809.and is referenced to NAD 83.
 DE7809
 DE7809.The geoid height was determined by GEOID03.
 DE7809
 DE7809;                    North         East     Units Scale Factor Converg.
 DE7809;SPC NY C     -   337,091.936   286,556.320   MT  0.99995393   +0 18 22.1
 DE7809;SPC NY C     - 1,105,942.46    940,143.53   sFT  0.99995393   +0 18 22.1
 DE7809;UTM  18      - 4,765,262.477   407,560.712   MT  0.99970512   -0 46 28.0
 DE7809
 DE7809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7809!SPC NY C     -   0.99997459  x   0.99995393  =   0.99992852
 DE7809!UTM  18      -   0.99997459  x   0.99970512  =   0.99967971
 DE7809
 DE7809                          SUPERSEDED SURVEY CONTROL
 DE7809
 DE7809.No superseded survey control is available for this station.
 DE7809
 DE7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0756165262(NAD 83)
 DE7809_MARKER: Z = SEE DESCRIPTION
 DE7809_SETTING: 0 = UNSPECIFIED SETTING
 DE7809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7809+STABILITY: SURFACE MOTION
 DE7809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7809+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7809
 DE7809  HISTORY     - Date     Condition        Report By
 DE7809  HISTORY     - 2001     MONUMENTED       SUNYES
 DE7809  HISTORY     - 20010716 GOOD             SUNYES
 DE7809
 DE7809                          STATION DESCRIPTION
 DE7809
 DE7809'DESCRIBED BY SUNY ENVIRON SCI AND FOR 2001 (PS)
 DE7809'THIS BASE STATION IS ON THE ROOF OF BRAY HALL AT SUNY-ESF. CONTACT
 DE7809'PAUL SZEMKOW FOR
 DE7809'INFORMATION, 1 FORESTRY DR, 312 BRAY HALL, SYRACUSE NY 13210-2778,
 DE7809'315-470-6635.
 DE7809'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1683 ***********************************************************************
 OD1683  DESIGNATION -  CGA
 OD1683  PID         -  OD1683
 OD1683  STATE/COUNTY-  NY/SARATOGA
 OD1683  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1683
 OD1683                         *CURRENT SURVEY CONTROL
 OD1683  ___________________________________________________________________
 OD1683* NAD 83(1996)-  43 19 03.07445(N)    073 50 45.08297(W)     ADJUSTED  
 OD1683* NAVD 88     -       192.9    (meters)     633.     (feet)  VERTCON   
 OD1683  ___________________________________________________________________
 OD1683  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 OD1683  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD1683
 OD1683  HORZ ORDER  -  SECOND
 OD1683
 OD1683.The horizontal coordinates were established by classical geodetic methods
 OD1683.and adjusted by the National Geodetic Survey in January 1999..
 OD1683
 OD1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1683
 OD1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1683
 OD1683.The geoid height was determined by GEOID03.
 OD1683
 OD1683;                    North         East     Units Scale Factor Converg.
 OD1683;SPC NY E     -   498,151.435   203,058.787   MT  0.99993462   +0 26 55.6
 OD1683;SPC NY E     - 1,634,351.83    666,202.04   sFT  0.99993462   +0 26 55.6
 OD1683;UTM  18      - 4,796,722.609   593,586.876   MT  0.99970774   +0 47 30.6
 OD1683
 OD1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1683!SPC NY E     -   0.99997442  x   0.99993462  =   0.99990904
 OD1683!UTM  18      -   0.99997442  x   0.99970774  =   0.99968217
 OD1683
 OD1683|---------------------------------------------------------------------|
 OD1683| PID    Reference Object                     Distance      Geod. Az  |
 OD1683|                                                           dddmmss.s |
 OD1683| OD1691 CGA A SACGS 1973                     11.897 METERS 06517     |
 OD1683| OD1680 LUZERNE                             APPROX. 0.8 KM 1070507.8 |
 OD1683| DA3220 CGA 1                                              2543232.2 |
 OD1683| DA3221 CGA 2                                              3484402.9 |
 OD1683|---------------------------------------------------------------------|
 OD1683
 OD1683                          SUPERSEDED SURVEY CONTROL
 OD1683
 OD1683  NAD 83(1996)-  43 19 03.07795(N)    073 50 45.08305(W) AD(       ) 2
 OD1683  NAD 83(1992)-  43 19 03.07829(N)    073 50 45.08305(W) AD(       ) 2
 OD1683  NAD 83(1986)-  43 19 03.07905(N)    073 50 45.08283(W) AD(       ) 2
 OD1683  NAD 27      -  43 19 02.82092(N)    073 50 46.64212(W) AD(       ) 2
 OD1683  NGVD 29 (07/19/86)  193.0    (m)          633.     (f) VERT ANG       
 OD1683
 OD1683.Superseded values are not recommended for survey control.
 OD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1683.See file dsdata.txt to determine how the superseded data were derived.
 OD1683
 OD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9358796723(NAD 83)
 OD1683_MARKER: DD = SURVEY DISK
 OD1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1683+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 OD1683
 OD1683  HISTORY     - Date     Condition        Report By
 OD1683  HISTORY     - 1973     MONUMENTED       NY-091
 OD1683  HISTORY     - 20060723 GOOD             NYSDOT
 OD1683
 OD1683                          STATION DESCRIPTION
 OD1683
 OD1683'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1683'THE STATION IS LOCATED IN HADLEY ABOUT 4.9 MILES NORTH OF THE
 OD1683'VILLAGE OF CORINTH, AND 4.6 MILES EAST OF CONKLINGVILLE IN THE
 OD1683'TOWNSHIP OF HADLEY.
 OD1683'
 OD1683'TO REACH THE STATION FROM THE HADLEY TOWN HALL, GO SOUTHEAST ON
 OD1683'COUNTY HIGHWAY 1 (STONY CREEK ROAD) FOR 0.05 MILE TO THE
 OD1683'INTERSECTION OF COUNTY HIGHWAY 4 AND CORINTH ROAD AND AZIMUTH MARK,
 OD1683'CGA-1 (SACGS), ON THE SOUTH CORNER OF INTERSECTION.  TURN LEFT AND
 OD1683'GO EAST ON COUNTY HIGHWAY 4 (ROCKWELL STREET) FOR 0.10 MILE TO
 OD1683'T-INTERSECTION OF WOODARD AVENUE AND STATION ON LEFT.
 OD1683'
 OD1683'TO REACH AZIMUTH MARK, CGA-2 (SACGS), FROM THE STATION GO NORTH
 OD1683'ON WOODARD AVENUE 0.15 MILE TO THE MARK ON THE RIGHT, AND THE
 OD1683'T-INTERSECTION OF ELM STREET ON THE LEFT.
 OD1683'
 OD1683'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC SURVEY
 OD1683'STAMPED CGA.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 OD1683'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OD1683'IS LOCATED 15.7 FEET WEST OF THE CENTERLINE OF WOODARD AVENUE,
 OD1683'56.4 FEET NORTHWEST OF A MANHOLE ON ROCKWELL STREET, 43.0 FEET
 OD1683'NORTHEAST OF THE CENTERLINE OF ROCKWELL STREET, 3.6 FEET EAST OF
 OD1683'THE EAST EDGE OF A 5 FEET WIDE CONCRETE SIDEWALK, 3.0 FEET
 OD1683'SOUTH OF SOUTH RANGE LINE OF THE PORCH ON HOUSE 4865 AND 50.3
 OD1683'FEET SOUTHWEST OF POLE NYP 1, L1032.  THE UNDERGROUND MARK
 OD1683'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OD1683'BELOW THE GROUND.
 OD1683'
 OD1683'AZIMUTH MARK, CGA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1683'COUNTY GEODETIC SURVEY STAMPED CGA-1.  IT IS SET IN THE TOP OF A
 OD1683'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW THE
 OD1683'GROUND.  IT IS LOCATED 23.2 FEET SOUTH OF THE CENTERLINE OF COUNTY
 OD1683'HIGHWAY 4, 46.6 FEET SOUTHWEST OF POLE NM 13, L1000/15, 25.0 FEET
 OD1683'SOUTHWEST OF CENTER OF A CATCH BASIN, 26.7 FEET WEST OF THE WEST
 OD1683'RANGE LINE OF THE GAS STATION-STORE ON THE NORTHEAST CORNER OF
 OD1683'THE INTERSECTION, AND 28.8 FEET NORTHEAST OF A 16-INCH BLUE
 OD1683'SPRUCE TREE.
 OD1683'
 OD1683'AZIMUTH MARK, CGA-2 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 OD1683'GEODETIC SURVEY STAMPED CGA-2.  IT IS SET IN THE TOP OF A 12-INCH
 OD1683'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OD1683'IS LOCATED 15.0 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 OD1683'88.2 FEET NORTH OF A MANHOLE ON WOODARD AVENUE, 49.2 FEET
 OD1683'NORTHEAST OF THE CENTERLINE FACE OF A HEADWALL ON THE WEST SIDE OF
 OD1683'WOODARD AVENUE, 32.8 FEET EAST OF THE EAST RANGE LINE OF THE
 OD1683'FRONT PORCH ON HOUSE 11443 ON THE WEST SIDE OF WOODARD AVENUE,
 OD1683'AND 41.3 FEET SOUTHEAST OF POLE NYP 5
 OD1683'
 OD1683'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 OD1683
 OD1683                          STATION RECOVERY (2006)
 OD1683
 OD1683'RECOVERY NOTE BY   2006 (SRC)
 OD1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1686 ***********************************************************************
 OD1686  DESIGNATION -  CGB
 OD1686  PID         -  OD1686
 OD1686  STATE/COUNTY-  NY/SARATOGA
 OD1686  USGS QUAD   -  LAKE LUZERNE (1968)
 OD1686
 OD1686                         *CURRENT SURVEY CONTROL
 OD1686  ___________________________________________________________________
 OD1686* NAD 83(1996)-  43 18 57.94107(N)    073 51 47.56972(W)     ADJUSTED  
 OD1686* NAVD 88     -       189.7    (meters)     622.     (feet)  VERTCON   
 OD1686  ___________________________________________________________________
 OD1686  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 OD1686  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 OD1686
 OD1686  HORZ ORDER  -  SECOND
 OD1686
 OD1686.The horizontal coordinates were established by classical geodetic methods
 OD1686.and adjusted by the National Geodetic Survey in January 1999..
 OD1686
 OD1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1686
 OD1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1686
 OD1686.The geoid height was determined by GEOID03.
 OD1686
 OD1686;                    North         East     Units Scale Factor Converg.
 OD1686;SPC NY E     -   497,982.148   201,652.099   MT  0.99993281   +0 26 12.7
 OD1686;SPC NY E     - 1,633,796.43    661,586.93   sFT  0.99993281   +0 26 12.7
 OD1686;UTM  18      - 4,796,544.943   592,181.546   MT  0.99970453   +0 46 47.7
 OD1686
 OD1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1686!SPC NY E     -   0.99997492  x   0.99993281  =   0.99990773
 OD1686!UTM  18      -   0.99997492  x   0.99970453  =   0.99967946
 OD1686
 OD1686:                Primary Azimuth Mark                     Grid Az
 OD1686:SPC NY E     -  CGB 2                                    056 39 35.9
 OD1686:UTM  18      -  CGB 2                                    056 19 00.9
 OD1686
 OD1686|---------------------------------------------------------------------|
 OD1686| PID    Reference Object                     Distance      Geod. Az  |
 OD1686|                                                           dddmmss.s |
 OD1686| DA3223 CGB 2                                              0570548.6 |
 OD1686| OD1680 LUZERNE                             APPROX. 2.2 KM 0920019.2 |
 OD1686| OD1689 CGB A SACGS 1973                     10.295 METERS 11832     |
 OD1686| DA3222 CGB 1                                              2215156.0 |
 OD1686|---------------------------------------------------------------------|
 OD1686
 OD1686                          SUPERSEDED SURVEY CONTROL
 OD1686
 OD1686  NAD 83(1996)-  43 18 57.94461(N)    073 51 47.56981(W) AD(       ) 2
 OD1686  NAD 83(1992)-  43 18 57.94494(N)    073 51 47.56981(W) AD(       ) 2
 OD1686  NAD 83(1986)-  43 18 57.94557(N)    073 51 47.56957(W) AD(       ) 2
 OD1686  NAD 27      -  43 18 57.68745(N)    073 51 49.12675(W) AD(       ) 2
 OD1686  NGVD 29 (07/19/86)  189.8    (m)          623.     (f) VERT ANG       
 OD1686
 OD1686.Superseded values are not recommended for survey control.
 OD1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1686.See file dsdata.txt to determine how the superseded data were derived.
 OD1686
 OD1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9218296545(NAD 83)
 OD1686_MARKER: DD = SURVEY DISK
 OD1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1686
 OD1686  HISTORY     - Date     Condition        Report By
 OD1686  HISTORY     - 1973     MONUMENTED       NY-091
 OD1686
 OD1686                          STATION DESCRIPTION
 OD1686
 OD1686'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1686'THE STATION IS LOCATED 1.0 MILE WEST OF HADLEY, 4.0 MILE EAST
 OD1686'OF CONKLINGVILLE, AND 5.0 MILE NORTH OF CORINTH IN THE TOWNSHIP
 OD1686'OF HADLEY.
 OD1686'
 OD1686'TO REACH THE STATION FROM THE TOWN HALL IN HADLEY, GO
 OD1686'SOUTHEAST ON COUNTY HIGHWAY 1 (STONY CREEK ROAD) FOR 0.05 MILE TO
 OD1686'THE INTERSECTION OF COUNTY HIGHWAY 4 AND CORINTH ROAD.  TURN
 OD1686'RIGHT AND GO WEST ON COUNTY HIGHWAY 4 (CONKLINGVILLE ROAD) FOR
 OD1686'0.70 MILE TO AZIMUTH MARK, CGB-2 (SACGS), ON RIGHT.  CONTINUE
 OD1686'WEST ON COUNTY HIGHWAY 4 FOR 0.10 MILE TO STATION ON RIGHT.
 OD1686'
 OD1686'TO REACH AZIMUTH MARK, CGB-1 (SACGS), FROM THE STATION GO
 OD1686'SOUTHWEST ON COUNTY HIGHWAY 4 FOR 0.10 MILE TO MARK ON RIGHT.
 OD1686'
 OD1686'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1686'SURVEY STAMPED CGB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1686'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1686'THE GROUND.  IT IS LOCATED 47.0 FEET EAST OF THE EAST CORNER OF
 OD1686'A PORCH ATTACHED TO HOUSE 4645, 34.5 FEET SOUTHWEST OF THE WEST
 OD1686'CORNER OF A PORCH ATTACHED TO HOUSE 4649 BOTH ON THE NORTH SIDE
 OD1686'OF COUNTY HIGHWAY 4, 50.5 FEET NORTHEAST OF AN 18-INCH WHITE
 OD1686'PINE TREE ON THE SOUTH SIDE OF COUNTY HIGHWAY 4, AND 15.8 FEET
 OD1686'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY 4.  THE
 OD1686'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1686'CONCRETE 48-INCHES BELOW THE GROUND.
 OD1686'
 OD1686'AZIMUTH MARK, CGB-1 (SACGS), IS A STANDARD DISK OF SARATOGA COUNTY
 OD1686'GEODETIC SURVEY STAMPED CGB-1.  IT IS SET IN THE TOP OF A 12-INCH
 OD1686'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OD1686'IS LOCATED 95.0 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 11.7
 OD1686'FEET NORTHEAST OF THE EAST RANGE LINE OF THE GARAGE, BOTH ON THE
 OD1686'NORTH SIDE OF COUNTY HIGHWAY 4, 35.8 FEET NORTHWEST OF POLE NM
 OD1686'36-1/2 ON THE SOUTH SIDE OF COUNTY HIGHWAY 4 AND 18.0 FEET
 OD1686'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY 4.
 OD1686'
 OD1686'AZIMUTH MARK, CGB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1686'COUNTY GEODETIC SURVEY STAMPED CGB-2.  IT IS SET IN THE TOP OF A
 OD1686'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1686'GROUND.  IT IS LOCATED 91.4 FEET SOUTHWEST OF POLE 32, 23.4 FEET
 OD1686'EAST OF A 24-INCH MAPLE TREE, 92.0 FEET EAST OF A 24-INCH WHITE
 OD1686'PINE TREE, 60.5 FEET WEST OF A 20-INCH OAK TREE, 5.6 FEET
 OD1686'NORTHWEST OF POLE NM 33/1 ALL ON THE NORTH SIDE OF COUNTY
 OD1686'HIGHWAY 4 AND 21.4 FEET NORTH OF THE CENTERLINE OF COUNTY
 OD1686'HIGHWAY 4.
 OD1686'
 OD1686'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0517 ***********************************************************************
 OF0517  DESIGNATION -  CH 1174=297+00 RT NYDPW
 OF0517  PID         -  OF0517
 OF0517  STATE/COUNTY-  NY/CAYUGA
 OF0517  USGS QUAD   -  CATO (1976)
 OF0517
 OF0517                         *CURRENT SURVEY CONTROL
 OF0517  ___________________________________________________________________
 OF0517* NAD 83(1986)-  43 10 05.     (N)    076 34 35.     (W)     SCALED    
 OF0517* NAVD 88     -       127.492  (meters)     418.28   (feet)  ADJUSTED  
 OF0517  ___________________________________________________________________
 OF0517  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OF0517  DYNAMIC HT  -         127.462 (meters)     418.18  (feet)  COMP
 OF0517  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 OF0517
 OF0517  VERT ORDER  -  FIRST     CLASS II
 OF0517
 OF0517.The horizontal coordinates were scaled from a topographic map and have
 OF0517.an estimated accuracy of +/- 6 seconds.
 OF0517
 OF0517.The orthometric height was determined by differential leveling
 OF0517.and adjusted by the National Geodetic Survey in June 1991..
 OF0517
 OF0517.The geoid height was determined by GEOID03.
 OF0517
 OF0517.The dynamic height is computed by dividing the NAVD 88
 OF0517.geopotential number by the normal gravity value computed on the
 OF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0517.degrees latitude (g = 980.6199 gals.).
 OF0517
 OF0517.The modeled gravity was interpolated from observed gravity values.
 OF0517
 OF0517;                    North         East    Units  Estimated Accuracy
 OF0517;SPC NY C     -   351,840.      250,570.      MT  (+/- 180 meters Scaled)
 OF0517
 OF0517                          SUPERSEDED SURVEY CONTROL
 OF0517
 OF0517  NGVD 29 (??/??/92)  127.675  (m)          418.88   (f) ADJ UNCH    1 2
 OF0517
 OF0517.Superseded values are not recommended for survey control.
 OF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0517.See file dsdata.txt to determine how the superseded data were derived.
 OF0517
 OF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN718806(NAD 83)
 OF0517_MARKER: Z = SEE DESCRIPTION
 OF0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0517_SP_SET: CONCRETE DROP INLET BOX
 OF0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0517
 OF0517  HISTORY     - Date     Condition        Report By
 OF0517  HISTORY     - UNK      MONUMENTED       NYDPW
 OF0517  HISTORY     - 1942     GOOD             NGS
 OF0517  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0517  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 OF0517
 OF0517                          STATION DESCRIPTION
 OF0517
 OF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0517'AT CATO.
 OF0517'BENCH MARK IS A BRASS PLUG SET IN TOP OF THE SOUTHWEST CORNER OF A
 OF0517'CONCRETE DROP INLET BOX, IT IS 72 FEET NORTH OF THE NORTHWEST CORNER
 OF0517'OF THE R.R. STATION, 34.6 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE
 OF0517'CENTER LINE OF THE MAIN TRACK, 17.7 FEET SOUTH OF THE CENTER LINE OF
 OF0517'MAIN STREET.
 OF0517
 OF0517                          STATION RECOVERY (1982)
 OF0517
 OF0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0517'NOT RECOVERED, DESCRIPTION IS INADEQUATE.
 OF0517
 OF0517                          STATION RECOVERY (1987)
 OF0517
 OF0517'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 OF0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0814 ***********************************************************************
 OE0814  DESIGNATION -  CH 12
 OE0814  PID         -  OE0814
 OE0814  STATE/COUNTY-  NY/ONEIDA
 OE0814  USGS QUAD   -  CLINTON (1955)
 OE0814
 OE0814                         *CURRENT SURVEY CONTROL
 OE0814  ___________________________________________________________________
 OE0814* NAD 83(1986)-  43 07 09.     (N)    075 27 49.     (W)     SCALED    
 OE0814* NAVD 88     -       203.843  (meters)     668.77   (feet)  ADJUSTED  
 OE0814  ___________________________________________________________________
 OE0814  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 OE0814  DYNAMIC HT  -         203.791 (meters)     668.60  (feet)  COMP
 OE0814  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 OE0814
 OE0814  VERT ORDER  -  SECOND    CLASS 0
 OE0814
 OE0814.The horizontal coordinates were scaled from a topographic map and have
 OE0814.an estimated accuracy of +/- 6 seconds.
 OE0814
 OE0814.The orthometric height was determined by differential leveling
 OE0814.and adjusted by the National Geodetic Survey in June 1991..
 OE0814
 OE0814.The geoid height was determined by GEOID03.
 OE0814
 OE0814.The dynamic height is computed by dividing the NAVD 88
 OE0814.geopotential number by the normal gravity value computed on the
 OE0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0814.degrees latitude (g = 980.6199 gals.).
 OE0814
 OE0814.The modeled gravity was interpolated from observed gravity values.
 OE0814
 OE0814;                    North         East    Units  Estimated Accuracy
 OE0814;SPC NY C     -   347,020.      341,120.      MT  (+/- 180 meters Scaled)
 OE0814
 OE0814                          SUPERSEDED SURVEY CONTROL
 OE0814
 OE0814  NGVD 29 (??/??/92)  204.007  (m)          669.31   (f) ADJ UNCH    2 0
 OE0814
 OE0814.Superseded values are not recommended for survey control.
 OE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0814.See file dsdata.txt to determine how the superseded data were derived.
 OE0814
 OE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN622741(NAD 83)
 OE0814_MARKER: DB = BENCH MARK DISK
 OE0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0814_STAMPING: CH 12 1942
 OE0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0814+STABILITY: SURFACE MOTION
 OE0814
 OE0814  HISTORY     - Date     Condition        Report By
 OE0814  HISTORY     - 1942     MONUMENTED       CGS
 OE0814
 OE0814                          STATION DESCRIPTION
 OE0814
 OE0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0814'1.5 MI N FROM HECLA.
 OE0814'1.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE HECLA UNION CHURCH AT
 OE0814'HECLA, AT A GRAVEL ROAD CROSSING, 35 FEET WEST OF THE CENTER LINE OF
 OE0814'THE NORTH-SOUTH ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE
 OE0814'EAST-WEST ROAD, 2 1/2 FEET SOUTH OF A FENCE CORNER POST, 1 FOOT NORTH
 OE0814'OF A REFERENCE POST, AND IN THE NORTHEAST CORNER OF A CULTIVATED
 OE0814'FIELD.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0523 ***********************************************************************
 OF0523  DESIGNATION -  CH 1317=421+60 RT NYDPW
 OF0523  PID         -  OF0523
 OF0523  STATE/COUNTY-  NY/CAYUGA
 OF0523  USGS QUAD   -  WEEDSPORT (1978)
 OF0523
 OF0523                         *CURRENT SURVEY CONTROL
 OF0523  ___________________________________________________________________
 OF0523* NAD 83(1986)-  43 02 23.     (N)    076 33 47.     (W)     SCALED    
 OF0523* NAVD 88     -       143.902  (meters)     472.12   (feet)  ADJUSTED  
 OF0523  ___________________________________________________________________
 OF0523  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OF0523  DYNAMIC HT  -         143.866 (meters)     472.00  (feet)  COMP
 OF0523  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OF0523
 OF0523  VERT ORDER  -  FIRST     CLASS II
 OF0523
 OF0523.The horizontal coordinates were scaled from a topographic map and have
 OF0523.an estimated accuracy of +/- 6 seconds.
 OF0523
 OF0523.The orthometric height was determined by differential leveling
 OF0523.and adjusted by the National Geodetic Survey in June 1991..
 OF0523
 OF0523.The geoid height was determined by GEOID03.
 OF0523
 OF0523.The dynamic height is computed by dividing the NAVD 88
 OF0523.geopotential number by the normal gravity value computed on the
 OF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0523.degrees latitude (g = 980.6199 gals.).
 OF0523
 OF0523.The modeled gravity was interpolated from observed gravity values.
 OF0523
 OF0523;                    North         East    Units  Estimated Accuracy
 OF0523;SPC NY C     -   337,580.      251,650.      MT  (+/- 180 meters Scaled)
 OF0523
 OF0523                          SUPERSEDED SURVEY CONTROL
 OF0523
 OF0523  NGVD 29 (??/??/92)  144.079  (m)          472.70   (f) ADJ UNCH    1 2
 OF0523
 OF0523.Superseded values are not recommended for survey control.
 OF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0523.See file dsdata.txt to determine how the superseded data were derived.
 OF0523
 OF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN726664(NAD 83)
 OF0523_MARKER: Z = SEE DESCRIPTION
 OF0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0523_SP_SET: SIGNAL FOUNDATION
 OF0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0523
 OF0523  HISTORY     - Date     Condition        Report By
 OF0523  HISTORY     - UNK      MONUMENTED       NYDPW
 OF0523  HISTORY     - 1932     GOOD             NGS
 OF0523  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0523
 OF0523                          STATION DESCRIPTION
 OF0523
 OF0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 OF0523'AT WEEDSPORT.
 OF0523'ON THE LEHIGH VALLEY RAILROAD, 1.3 MILES SOUTH OF THE RAILROAD
 OF0523'STATION, AT THE GRADE CROSSING OF NEW YORK HIGHWAY NO. 34, IN THE
 OF0523'SOUTHWEST ANGLE OF THE INTERSECTION, IN THE TOP OF THE NORTHEAST
 OF0523'CORNER OF A DANGER SIGNAL FOUNDATION.
 OF0523
 OF0523                          STATION RECOVERY (1982)
 OF0523
 OF0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0523'NOT RECOVERED, THE SIGNAL FOUNDATION HAS BEEN TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0855 ***********************************************************************
 OE0855  DESIGNATION -  CH 19
 OE0855  PID         -  OE0855
 OE0855  STATE/COUNTY-  NY/ONEIDA
 OE0855  USGS QUAD   -  ORISKANY (1955)
 OE0855
 OE0855                         *CURRENT SURVEY CONTROL
 OE0855  ___________________________________________________________________
 OE0855* NAD 83(1986)-  43 11 20.     (N)    075 20 19.     (W)     SCALED    
 OE0855* NAVD 88     -       137.715  (meters)     451.82   (feet)  ADJUSTED  
 OE0855  ___________________________________________________________________
 OE0855  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 OE0855  DYNAMIC HT  -         137.681 (meters)     451.71  (feet)  COMP
 OE0855  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 OE0855
 OE0855  VERT ORDER  -  SECOND    CLASS 0
 OE0855
 OE0855.The horizontal coordinates were scaled from a topographic map and have
 OE0855.an estimated accuracy of +/- 6 seconds.
 OE0855
 OE0855.The orthometric height was determined by differential leveling
 OE0855.and adjusted by the National Geodetic Survey in June 1991..
 OE0855
 OE0855.The geoid height was determined by GEOID03.
 OE0855
 OE0855.The dynamic height is computed by dividing the NAVD 88
 OE0855.geopotential number by the normal gravity value computed on the
 OE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0855.degrees latitude (g = 980.6199 gals.).
 OE0855
 OE0855.The modeled gravity was interpolated from observed gravity values.
 OE0855
 OE0855;                    North         East    Units  Estimated Accuracy
 OE0855;SPC NY C     -   354,910.      351,180.      MT  (+/- 180 meters Scaled)
 OE0855
 OE0855                          SUPERSEDED SURVEY CONTROL
 OE0855
 OE0855  NGVD 29 (??/??/92)  137.870  (m)          452.33   (f) ADJ UNCH    2 0
 OE0855
 OE0855.Superseded values are not recommended for survey control.
 OE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0855.See file dsdata.txt to determine how the superseded data were derived.
 OE0855
 OE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN724818(NAD 83)
 OE0855_MARKER: DB = BENCH MARK DISK
 OE0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0855_STAMPING: CH 19 1942
 OE0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0855+STABILITY: SURFACE MOTION
 OE0855
 OE0855  HISTORY     - Date     Condition        Report By
 OE0855  HISTORY     - 1942     MONUMENTED       USGS
 OE0855  HISTORY     - 1982     GOOD             NGS
 OE0855
 OE0855                          STATION DESCRIPTION
 OE0855
 OE0855'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 OE0855'2.3 MI NW FROM ORISKANY.
 OE0855'1.2 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE NEW YORK CENTRAL
 OE0855'RAILROAD STATION AT ORISKANY, ONEIDA COUNTY, THENCE 1.1 MILES WEST
 OE0855'ALONG STATE HIGHWAY 49.  AT THE JUNCTION OF THE COUNTY ROAD LEADING TO
 OE0855'FLOYD, 140 FEET EAST OF A BARN, 230 FEET SOUTHEAST OF A FRAME HOUSE,
 OE0855'25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.5 FEET NORTHWEST OF
 OE0855'A LARGE ELM TREE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 OE0855'1.4 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 OE0855'STANDARD DISK, STAMPED CH 19 1942 AND SET IN THE TOP OF A CONCRETE
 OE0855'POST PROJECTING 0.1 FOOT ABOVE GROUND.
 OE0855
 OE0855                          STATION RECOVERY (1982)
 OE0855
 OE0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0776 ***********************************************************************
 OE0776  DESIGNATION -  CH 20
 OE0776  PID         -  OE0776
 OE0776  STATE/COUNTY-  NY/ONEIDA
 OE0776  USGS QUAD   -  ORISKANY (1955)
 OE0776
 OE0776                         *CURRENT SURVEY CONTROL
 OE0776  ___________________________________________________________________
 OE0776* NAD 83(1986)-  43 13 10.     (N)    075 20 04.     (W)     SCALED    
 OE0776* NAVD 88     -       172.145  (meters)     564.78   (feet)  ADJUSTED  
 OE0776  ___________________________________________________________________
 OE0776  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 OE0776  DYNAMIC HT  -         172.102 (meters)     564.64  (feet)  COMP
 OE0776  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 OE0776
 OE0776  VERT ORDER  -  SECOND    CLASS 0
 OE0776
 OE0776.The horizontal coordinates were scaled from a topographic map and have
 OE0776.an estimated accuracy of +/- 6 seconds.
 OE0776
 OE0776.The orthometric height was determined by differential leveling
 OE0776.and adjusted by the National Geodetic Survey in June 1991..
 OE0776
 OE0776.The geoid height was determined by GEOID03.
 OE0776
 OE0776.The dynamic height is computed by dividing the NAVD 88
 OE0776.geopotential number by the normal gravity value computed on the
 OE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0776.degrees latitude (g = 980.6199 gals.).
 OE0776
 OE0776.The modeled gravity was interpolated from observed gravity values.
 OE0776
 OE0776;                    North         East    Units  Estimated Accuracy
 OE0776;SPC NY C     -   358,310.      351,470.      MT  (+/- 180 meters Scaled)
 OE0776
 OE0776                          SUPERSEDED SURVEY CONTROL
 OE0776
 OE0776  NGVD 29 (??/??/92)  172.293  (m)          565.26   (f) ADJ UNCH    2 0
 OE0776
 OE0776.Superseded values are not recommended for survey control.
 OE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0776.See file dsdata.txt to determine how the superseded data were derived.
 OE0776
 OE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN728852(NAD 83)
 OE0776_MARKER: DD = SURVEY DISK
 OE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0776_STAMPING: CH 20 1942
 OE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0776+STABILITY: SURFACE MOTION
 OE0776
 OE0776  HISTORY     - Date     Condition        Report By
 OE0776  HISTORY     - 1942     MONUMENTED       USGS
 OE0776  HISTORY     - 1942     GOOD             NGS
 OE0776  HISTORY     - 1982     GOOD             NGS
 OE0776
 OE0776                          STATION DESCRIPTION
 OE0776
 OE0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0776'2.8 MI NW FROM STITTVILLE.
 OE0776'0.9 MILE NORTHWEST ALONG AN IMPROVED COUNTY ROAD FROM THE NEW YORK
 OE0776'CENTRAL RAILROAD STATION AT STITTVILLE, ONEIDA COUNTY, THENCE 1.9
 OE0776'MILES WEST ALONG STATE HIGHWAY 46A.  AT FLOYD, 102 FEET NORTHEAST OF
 OE0776'THE NORTHEAST CORNER OF THE METHODIST CHURCH, 78 FEET SOUTH OF THE
 OE0776'CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF A BUSH, 8 FEET SOUTHWEST OF
 OE0776'A SMALL TREE, AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 OE0776'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED CH 20 1942 AND
 OE0776'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 OE0776
 OE0776                          STATION RECOVERY (1982)
 OE0776
 OE0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0816 ***********************************************************************
 OE0816  DESIGNATION -  CH 24
 OE0816  PID         -  OE0816
 OE0816  STATE/COUNTY-  NY/ONEIDA
 OE0816  USGS QUAD   -  CLINTON (1955)
 OE0816
 OE0816                         *CURRENT SURVEY CONTROL
 OE0816  ___________________________________________________________________
 OE0816* NAD 83(1986)-  43 06 00.     (N)    075 27 02.     (W)     SCALED    
 OE0816* NAVD 88     -       183.488  (meters)     601.99   (feet)  ADJUSTED  
 OE0816  ___________________________________________________________________
 OE0816  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 OE0816  DYNAMIC HT  -         183.440 (meters)     601.84  (feet)  COMP
 OE0816  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 OE0816
 OE0816  VERT ORDER  -  SECOND    CLASS 0
 OE0816
 OE0816.The horizontal coordinates were scaled from a topographic map and have
 OE0816.an estimated accuracy of +/- 6 seconds.
 OE0816
 OE0816.The orthometric height was determined by differential leveling
 OE0816.and adjusted by the National Geodetic Survey in June 1991..
 OE0816
 OE0816.The geoid height was determined by GEOID03.
 OE0816
 OE0816.The dynamic height is computed by dividing the NAVD 88
 OE0816.geopotential number by the normal gravity value computed on the
 OE0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0816.degrees latitude (g = 980.6199 gals.).
 OE0816
 OE0816.The modeled gravity was interpolated from observed gravity values.
 OE0816
 OE0816;                    North         East    Units  Estimated Accuracy
 OE0816;SPC NY C     -   344,900.      342,210.      MT  (+/- 180 meters Scaled)
 OE0816
 OE0816                          SUPERSEDED SURVEY CONTROL
 OE0816
 OE0816  NGVD 29 (??/??/92)  183.647  (m)          602.52   (f) ADJ UNCH    2 0
 OE0816
 OE0816.Superseded values are not recommended for survey control.
 OE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0816.See file dsdata.txt to determine how the superseded data were derived.
 OE0816
 OE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN633720(NAD 83)
 OE0816_MARKER: DB = BENCH MARK DISK
 OE0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0816_STAMPING: CH 24 1942
 OE0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0816+STABILITY: SURFACE MOTION
 OE0816
 OE0816  HISTORY     - Date     Condition        Report By
 OE0816  HISTORY     - 1942     MONUMENTED       CGS
 OE0816
 OE0816                          STATION DESCRIPTION
 OE0816
 OE0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0816'IN HECLA.
 OE0816'AT HECLA, 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE HECLA UNION
 OE0816'CHURCH, 37 FEET NORTH OF AND ACROSS THE ROAD FROM POWER LINE POLE UGE
 OE0816'112 PAINTED PBM, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 OE0816'EAST OF A 20-INCH MAPLE TREE, AND 1 FOOT SOUTH OF A REFERENCE POST. A
 OE0816'U.S.G.S. DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0818 ***********************************************************************
 OE0818  DESIGNATION -  CH 25
 OE0818  PID         -  OE0818
 OE0818  STATE/COUNTY-  NY/ONEIDA
 OE0818  USGS QUAD   -  CLINTON (1955)
 OE0818
 OE0818                         *CURRENT SURVEY CONTROL
 OE0818  ___________________________________________________________________
 OE0818* NAD 83(1986)-  43 04 39.     (N)    075 26 07.     (W)     SCALED    
 OE0818* NAVD 88     -       222.784  (meters)     730.92   (feet)  ADJUSTED  
 OE0818  ___________________________________________________________________
 OE0818  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 OE0818  DYNAMIC HT  -         222.724 (meters)     730.72  (feet)  COMP
 OE0818  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 OE0818
 OE0818  VERT ORDER  -  SECOND    CLASS 0
 OE0818
 OE0818.The horizontal coordinates were scaled from a topographic map and have
 OE0818.an estimated accuracy of +/- 6 seconds.
 OE0818
 OE0818.The orthometric height was determined by differential leveling
 OE0818.and adjusted by the National Geodetic Survey in June 1991..
 OE0818
 OE0818.The geoid height was determined by GEOID03.
 OE0818
 OE0818.The dynamic height is computed by dividing the NAVD 88
 OE0818.geopotential number by the normal gravity value computed on the
 OE0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0818.degrees latitude (g = 980.6199 gals.).
 OE0818
 OE0818.The modeled gravity was interpolated from observed gravity values.
 OE0818
 OE0818;                    North         East    Units  Estimated Accuracy
 OE0818;SPC NY C     -   342,420.      343,490.      MT  (+/- 180 meters Scaled)
 OE0818
 OE0818                          SUPERSEDED SURVEY CONTROL
 OE0818
 OE0818  NGVD 29 (??/??/92)  222.940  (m)          731.43   (f) ADJ UNCH    2 0
 OE0818
 OE0818.Superseded values are not recommended for survey control.
 OE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0818.See file dsdata.txt to determine how the superseded data were derived.
 OE0818
 OE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN645695(NAD 83)
 OE0818_MARKER: DB = BENCH MARK DISK
 OE0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0818_STAMPING: CH 25 1942
 OE0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0818+STABILITY: SURFACE MOTION
 OE0818
 OE0818  HISTORY     - Date     Condition        Report By
 OE0818  HISTORY     - 1942     MONUMENTED       CGS
 OE0818
 OE0818                          STATION DESCRIPTION
 OE0818
 OE0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0818'IN LAIRDSVILLE.
 OE0818'AT LAIRDSVILLE, 0.1 MILE WEST OF WAYSIDE INN, ABOUT 25 YARDS EAST OF A
 OE0818'TEXACO SERVICE STATION, 45 FEET SOUTH OF THE CENTER LINE OF STATE
 OE0818'HIGHWAY NO. 5, 9 FEET SOUTHWEST OF POWER LINE POLE PAINTED PBM, AND 1
 OE0818'FOOT NORTH OF A REFERENCE POST.  A U.S.G.S. DISK, SET IN THE TOP OF A
 OE0818'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1528 ***********************************************************************
 LX1528  DESIGNATION -  CH 4
 LX1528  PID         -  LX1528
 LX1528  STATE/COUNTY-  NY/DUTCHESS
 LX1528  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1528
 LX1528                         *CURRENT SURVEY CONTROL
 LX1528  ___________________________________________________________________
 LX1528* NAD 83(1986)-  41 41 59.     (N)    073 55 15.     (W)     SCALED    
 LX1528* NAVD 88     -        63.349  (meters)     207.84   (feet)  ADJUSTED  
 LX1528  ___________________________________________________________________
 LX1528  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1528  DYNAMIC HT  -          63.326 (meters)     207.76  (feet)  COMP
 LX1528  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 LX1528
 LX1528  VERT ORDER  -  FIRST     CLASS I
 LX1528
 LX1528.The horizontal coordinates were scaled from a topographic map and have
 LX1528.an estimated accuracy of +/- 6 seconds.
 LX1528
 LX1528.The orthometric height was determined by differential leveling
 LX1528.and adjusted by the National Geodetic Survey in June 1991..
 LX1528.WARNING-Repeat measurements at this control monument indicate possible
 LX1528.vertical movement.
 LX1528
 LX1528.The geoid height was determined by GEOID03.
 LX1528
 LX1528.The dynamic height is computed by dividing the NAVD 88
 LX1528.geopotential number by the normal gravity value computed on the
 LX1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1528.degrees latitude (g = 980.6199 gals.).
 LX1528
 LX1528.The modeled gravity was interpolated from observed gravity values.
 LX1528
 LX1528;                    North         East    Units  Estimated Accuracy
 LX1528;SPC NY E     -   318,410.      198,210.      MT  (+/- 180 meters Scaled)
 LX1528
 LX1528                          SUPERSEDED SURVEY CONTROL
 LX1528
 LX1528.No superseded survey control is available for this station.
 LX1528
 LX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM897170(NAD 83)
 LX1528_MARKER: DD = SURVEY DISK
 LX1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1528_SP_SET: MONUMENT
 LX1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX1528+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 LX1528
 LX1528  HISTORY     - Date     Condition        Report By
 LX1528  HISTORY     - UNK      MONUMENTED       NYGS
 LX1528  HISTORY     - 1974     GOOD             NGS
 LX1528  HISTORY     - 1978     GOOD             NGS
 LX1528  HISTORY     - 20040512 GOOD             NYDT
 LX1528
 LX1528                          STATION DESCRIPTION
 LX1528
 LX1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1528'AT POUGHKEEPSIE.
 LX1528'AT POUGHKEEPSIE, 0.6 MILE SOUTHEAST ALONG CANNON STREET FROM
 LX1528'THE COURTHOUSE, AT RESERVOIR SQUARE, AT THE INTERSECTION OF
 LX1528'CLINTON STREET, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 LX1528'GRANITE BASE OF WAR MEMORIAL IN THE CENTER OF THE SQUARE, 45.0
 LX1528'FEET NORTH OF A FLAGPOLE, AND ABOUT 5 1/2 FEET HIGHER THAN THE
 LX1528'STREETS.
 LX1528
 LX1528                          STATION RECOVERY (1978)
 LX1528
 LX1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1528'RECOVERED IN GOOD CONDITION.
 LX1528
 LX1528                          STATION RECOVERY (2004)
 LX1528
 LX1528'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (JRB)
 LX1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0384 ***********************************************************************
 NB0384  DESIGNATION -  CH 454=59+00 RT NYDPW
 NB0384  PID         -  NB0384
 NB0384  STATE/COUNTY-  NY/TOMPKINS
 NB0384  USGS QUAD   -  ITHACA WEST (1978)
 NB0384
 NB0384                         *CURRENT SURVEY CONTROL
 NB0384  ___________________________________________________________________
 NB0384* NAD 83(1986)-  42 24 53.     (N)    076 31 50.     (W)     SCALED    
 NB0384* NAVD 88     -       123.954  (meters)     406.67   (feet)  POSTED    
 NB0384  ___________________________________________________________________
 NB0384  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB0384  DYNAMIC HT  -         123.910 (meters)     406.53  (feet)  COMP
 NB0384  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 NB0384
 NB0384  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NB0384
 NB0384.The horizontal coordinates were scaled from a topographic map and have
 NB0384.an estimated accuracy of +/- 6 seconds.
 NB0384
 NB0384.The orthometric height was determined by differential leveling
 NB0384.and adjusted by the National Geodetic Survey in 1992..
 NB0384.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NB0384.rate of 3.1 thru 4.0 mm/km.
 NB0384
 NB0384.The geoid height was determined by GEOID03.
 NB0384
 NB0384.The dynamic height is computed by dividing the NAVD 88
 NB0384.geopotential number by the normal gravity value computed on the
 NB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0384.degrees latitude (g = 980.6199 gals.).
 NB0384
 NB0384.The modeled gravity was interpolated from observed gravity values.
 NB0384
 NB0384;                    North         East    Units  Estimated Accuracy
 NB0384;SPC NY C     -   268,160.      254,340.      MT  (+/- 180 meters Scaled)
 NB0384
 NB0384                          SUPERSEDED SURVEY CONTROL
 NB0384
 NB0384  NGVD 29 (??/??/92)  124.12   (m)          407.2    (f) COMPUTED    1 2
 NB0384
 NB0384.Superseded values are not recommended for survey control.
 NB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0384.See file dsdata.txt to determine how the superseded data were derived.
 NB0384
 NB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM740969(NAD 83)
 NB0384_MARKER: Z = SEE DESCRIPTION
 NB0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0384_SP_SET: CONCRETE BASE
 NB0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0384
 NB0384  HISTORY     - Date     Condition        Report By
 NB0384  HISTORY     - UNK      MONUMENTED       NYDPW
 NB0384  HISTORY     - 1932     GOOD             NGS
 NB0384  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0384
 NB0384                          STATION DESCRIPTION
 NB0384
 NB0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0384'2.2 MI SW FROM ITHACA.
 NB0384'ON THE LEHIGH VALLEY RAILROAD, AT SCHOOLHOUSE CROSSING, AT THE
 NB0384'GRADE CROSSING OF NEW YORK HIGHWAY NO. 34, IN THE SOUTHWEST ANGLE
 NB0384'OF THE CROSSING, IN THE TOP OF THE CONCRETE BASE OF A RAILROAD
 NB0384'DANGER SIGNAL.
 NB0384
 NB0384                          STATION RECOVERY (1982)
 NB0384
 NB0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0384'NOT RECOVERED, AN OVERPASS HAS BEEN CONSTRUCTED AT THIS
 NB0384'LOCATION AND THE RAILROAD WARNING SIGNAL HAS BEEN TORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1529 ***********************************************************************
 LX1529  DESIGNATION -  CH 5
 LX1529  PID         -  LX1529
 LX1529  STATE/COUNTY-  NY/DUTCHESS
 LX1529  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1529
 LX1529                         *CURRENT SURVEY CONTROL
 LX1529  ___________________________________________________________________
 LX1529* NAD 83(1986)-  41 41 47.     (N)    073 55 23.     (W)     SCALED    
 LX1529* NAVD 88     -        62.491  (meters)     205.02   (feet)  ADJUSTED  
 LX1529  ___________________________________________________________________
 LX1529  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1529  DYNAMIC HT  -          62.468 (meters)     204.95  (feet)  COMP
 LX1529  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 LX1529
 LX1529  VERT ORDER  -  FIRST     CLASS II
 LX1529
 LX1529.The horizontal coordinates were scaled from a topographic map and have
 LX1529.an estimated accuracy of +/- 6 seconds.
 LX1529
 LX1529.The orthometric height was determined by differential leveling
 LX1529.and adjusted by the National Geodetic Survey in June 1991..
 LX1529
 LX1529.The geoid height was determined by GEOID03.
 LX1529
 LX1529.The dynamic height is computed by dividing the NAVD 88
 LX1529.geopotential number by the normal gravity value computed on the
 LX1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1529.degrees latitude (g = 980.6199 gals.).
 LX1529
 LX1529.The modeled gravity was interpolated from observed gravity values.
 LX1529
 LX1529;                    North         East    Units  Estimated Accuracy
 LX1529;SPC NY E     -   318,040.      198,020.      MT  (+/- 180 meters Scaled)
 LX1529
 LX1529                          SUPERSEDED SURVEY CONTROL
 LX1529
 LX1529  NGVD 29 (??/??/92)   62.756  (m)          205.89   (f) ADJ UNCH    1 2
 LX1529
 LX1529.Superseded values are not recommended for survey control.
 LX1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1529.See file dsdata.txt to determine how the superseded data were derived.
 LX1529
 LX1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM896166(NAD 83)
 LX1529_MARKER: DD = SURVEY DISK
 LX1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1529+STABILITY: SURFACE MOTION
 LX1529
 LX1529  HISTORY     - Date     Condition        Report By
 LX1529  HISTORY     - UNK      MONUMENTED       NYGS
 LX1529  HISTORY     - 1974     GOOD             NGS
 LX1529  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX1529
 LX1529                          STATION DESCRIPTION
 LX1529
 LX1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1529'AT POUGHKEEPSIE.
 LX1529'AT POUGHKEEPSIE, AT THE JUNCTION OF CLINTON STREET AND HOOKER
 LX1529'AVENUE, 32 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 20
 LX1529'FEET WEST OF THE CENTER LINE OF THE AVENUE, 1.3 FEET OF THE WEST
 LX1529'CURB OF THE AVENUE, 39 FEET EAST OF THE NORTHEAST CORNER OF THE
 LX1529'PORCH OF A HOUSE AT 49 HOOKER AVENUE, 3.0 FEET NORTH OF A
 LX1529'STREET LIGHT POLE, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 LX1529'0.6 FOOT UNDERGROUND ACCESS IS HAD THRU.  A 6-INCH PIPE WITH
 LX1529'A COVER MARKED WATER.
 LX1529
 LX1529                          STATION RECOVERY (1978)
 LX1529
 LX1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1529'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0386 ***********************************************************************
 NB0386  DESIGNATION -  CH 5567=55+20 RT NYDPW
 NB0386  PID         -  NB0386
 NB0386  STATE/COUNTY-  NY/TOMPKINS
 NB0386  USGS QUAD   -  ITHACA WEST (1978)
 NB0386
 NB0386                         *CURRENT SURVEY CONTROL
 NB0386  ___________________________________________________________________
 NB0386* NAD 83(1986)-  42 23 09.     (N)    076 33 13.     (W)     SCALED    
 NB0386* NAVD 88     -       141.006  (meters)     462.62   (feet)  POSTED    
 NB0386  ___________________________________________________________________
 NB0386  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NB0386  DYNAMIC HT  -         140.960 (meters)     462.47  (feet)  COMP
 NB0386  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 NB0386
 NB0386  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NB0386
 NB0386.The horizontal coordinates were scaled from a topographic map and have
 NB0386.an estimated accuracy of +/- 6 seconds.
 NB0386
 NB0386.The orthometric height was determined by differential leveling
 NB0386.and adjusted by the National Geodetic Survey in 1992..
 NB0386.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NB0386.rate of 3.1 thru 4.0 mm/km.
 NB0386
 NB0386.The geoid height was determined by GEOID03.
 NB0386
 NB0386.The dynamic height is computed by dividing the NAVD 88
 NB0386.geopotential number by the normal gravity value computed on the
 NB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0386.degrees latitude (g = 980.6199 gals.).
 NB0386
 NB0386.The modeled gravity was interpolated from observed gravity values.
 NB0386
 NB0386;                    North         East    Units  Estimated Accuracy
 NB0386;SPC NY C     -   264,950.      252,450.      MT  (+/- 180 meters Scaled)
 NB0386
 NB0386                          SUPERSEDED SURVEY CONTROL
 NB0386
 NB0386  NGVD 29 (??/??/92)  141.152  (m)          463.10   (f) ADJ UNCH    1 2
 NB0386
 NB0386.Superseded values are not recommended for survey control.
 NB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0386.See file dsdata.txt to determine how the superseded data were derived.
 NB0386
 NB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM721937(NAD 83)
 NB0386_MARKER: Z = SEE DESCRIPTION
 NB0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0386_SP_SET: CULVERT
 NB0386_MARK LOGO: NYDPW 
 NB0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0386
 NB0386  HISTORY     - Date     Condition        Report By
 NB0386  HISTORY     - UNK      MONUMENTED       NYDPW
 NB0386  HISTORY     - 1932     GOOD             NGS
 NB0386  HISTORY     - 1934     GOOD             NGS
 NB0386  HISTORY     - 1982     POOR             NGS
 NB0386  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0386
 NB0386                          STATION DESCRIPTION
 NB0386
 NB0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0386'1.3 MI NE FROM NEWFIELD.
 NB0386'ON THE LEHIGH VALLEY RAILROAD, AT THE GRADE CROSSING OF NEW YORK
 NB0386'HIGHWAY NO. 34, IN THE SOUTHWEST ANGLE OF THE CROSSING, 50 FEET
 NB0386'SOUTHWEST OF THE CENTER OF THE INTERSECTION, IN THE CENTER OF
 NB0386'THE TOP OF THE NORTHWEST HEADWALL OF A CONCRETE RAILROAD CULVERT.
 NB0386
 NB0386                          STATION RECOVERY (1934)
 NB0386
 NB0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NB0386'RECOVERED IN GOOD CONDITION.
 NB0386
 NB0386                          STATION RECOVERY (1982)
 NB0386
 NB0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0386'THE MARK WAS RECOVERED IN VERY POOR CONDITION, THE HEADWALL
 NB0386'HAS DETERIORATED AND CRACKED, NOT SUITABLE FOR LEVELS, NOT
 NB0386'LEVELED TO IN 1982.
 NB0386
 NB0386                          STATION RECOVERY (1988)
 NB0386
 NB0386'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0505 ***********************************************************************
 NB0505  DESIGNATION -  CH 590
 NB0505  PID         -  NB0505
 NB0505  STATE/COUNTY-  NY/CAYUGA
 NB0505  USGS QUAD   -  AUBURN (1978)
 NB0505
 NB0505                         *CURRENT SURVEY CONTROL
 NB0505  ___________________________________________________________________
 NB0505* NAD 83(1986)-  42 55 48.     (N)    076 36 12.     (W)     SCALED    
 NB0505* NAVD 88     -       187.804  (meters)     616.15   (feet)  ADJUSTED  
 NB0505  ___________________________________________________________________
 NB0505  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NB0505  DYNAMIC HT  -         187.755 (meters)     615.99  (feet)  COMP
 NB0505  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 NB0505
 NB0505  VERT ORDER  -  FIRST     CLASS II
 NB0505
 NB0505.The horizontal coordinates were scaled from a topographic map and have
 NB0505.an estimated accuracy of +/- 6 seconds.
 NB0505
 NB0505.The orthometric height was determined by differential leveling
 NB0505.and adjusted by the National Geodetic Survey in June 1991..
 NB0505
 NB0505.The geoid height was determined by GEOID03.
 NB0505
 NB0505.The dynamic height is computed by dividing the NAVD 88
 NB0505.geopotential number by the normal gravity value computed on the
 NB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0505.degrees latitude (g = 980.6199 gals.).
 NB0505
 NB0505.The modeled gravity was interpolated from observed gravity values.
 NB0505
 NB0505;                    North         East    Units  Estimated Accuracy
 NB0505;SPC NY C     -   325,390.      248,370.      MT  (+/- 180 meters Scaled)
 NB0505
 NB0505                          SUPERSEDED SURVEY CONTROL
 NB0505
 NB0505  NGVD 29 (??/??/92)  187.963  (m)          616.68   (f) ADJ UNCH    1 2
 NB0505
 NB0505.Superseded values are not recommended for survey control.
 NB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0505.See file dsdata.txt to determine how the superseded data were derived.
 NB0505
 NB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN691542(NAD 83)
 NB0505_MARKER: Z = SEE DESCRIPTION
 NB0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0505_SP_SET: CULVERT
 NB0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0505
 NB0505  HISTORY     - Date     Condition        Report By
 NB0505  HISTORY     - UNK      MONUMENTED       NYHD
 NB0505  HISTORY     - 1932     GOOD             NGS
 NB0505  HISTORY     - 1985     GOOD             USPSQD
 NB0505  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NB0505
 NB0505                          STATION DESCRIPTION
 NB0505
 NB0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0505'AT AUBURN.
 NB0505'ON THE NEW YORK CENTRAL RAILROAD, 1.0 MILE WEST OF THE MONROE STREET
 NB0505'STATION AND JUNCTION OF THE LEHIGH VALLEY RAILROAD, AT THE CLARK
 NB0505'STREET OVERHEAD CROSSING OF THE NEW YORK CENTRAL RAILROAD, ABOUT 300
 NB0505'FEET WEST OF THE RAILROAD TRACK, AT A CONCRETE ARCH CULVERT, IN THE
 NB0505'NORTHEAST CORNER OF THE TOP OF THE NORTH HEADWALL OF THE CULVERT.
 NB0505
 NB0505                          STATION RECOVERY (1985)
 NB0505
 NB0505'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0505'MARK IS LOCATED 2.3 FEET ABOVE GROUND LEVEL. A 6-INCH DIAMETER WHITE
 NB0505'PAINTED CIRCLE SURROUNDS THE MARK FOR IDENTIFICATION. THE MARK IS
 NB0505'LOCATED 1.5 FEET SOUTHEAST OF THE NORTHWEST FACE OF THE NORTHEAST
 NB0505'PIER.
 NB0505
 NB0505                          STATION RECOVERY (1986)
 NB0505
 NB0505'RECOVERY NOTE BY US POWER SQUADRON 1986 (GHA)
 NB0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0510 ***********************************************************************
 NB0510  DESIGNATION -  CH 590
 NB0510  PID         -  NB0510
 NB0510  STATE/COUNTY-  NY/CAYUGA
 NB0510  USGS QUAD   -  CAYUGA (1954)
 NB0510
 NB0510                         *CURRENT SURVEY CONTROL
 NB0510  ___________________________________________________________________
 NB0510* NAD 83(1986)-  42 55 49.     (N)    076 39 00.     (W)     SCALED    
 NB0510* NAVD 88     -       160.539  (meters)     526.70   (feet)  ADJUSTED  
 NB0510  ___________________________________________________________________
 NB0510  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NB0510  DYNAMIC HT  -         160.497 (meters)     526.56  (feet)  COMP
 NB0510  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 NB0510
 NB0510  VERT ORDER  -  FIRST     CLASS II
 NB0510
 NB0510.The horizontal coordinates were scaled from a topographic map and have
 NB0510.an estimated accuracy of +/- 6 seconds.
 NB0510
 NB0510.The orthometric height was determined by differential leveling
 NB0510.and adjusted by the National Geodetic Survey in June 1991..
 NB0510
 NB0510.The geoid height was determined by GEOID03.
 NB0510
 NB0510.The dynamic height is computed by dividing the NAVD 88
 NB0510.geopotential number by the normal gravity value computed on the
 NB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0510.degrees latitude (g = 980.6199 gals.).
 NB0510
 NB0510.The modeled gravity was interpolated from observed gravity values.
 NB0510
 NB0510;                    North         East    Units  Estimated Accuracy
 NB0510;SPC NY C     -   325,430.      244,560.      MT  (+/- 180 meters Scaled)
 NB0510
 NB0510                          SUPERSEDED SURVEY CONTROL
 NB0510
 NB0510  NGVD 29 (??/??/92)  160.706  (m)          527.25   (f) ADJ UNCH    1 2
 NB0510
 NB0510.Superseded values are not recommended for survey control.
 NB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0510.See file dsdata.txt to determine how the superseded data were derived.
 NB0510
 NB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN653543(NAD 83)
 NB0510_MARKER: Z = SEE DESCRIPTION
 NB0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0510_SP_SET: PIER
 NB0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0510
 NB0510  HISTORY     - Date     Condition        Report By
 NB0510  HISTORY     - UNK      MONUMENTED       NYHD
 NB0510  HISTORY     - 1932     GOOD             NGS
 NB0510  HISTORY     - 1990     GOOD             USPSQD
 NB0510
 NB0510                          STATION DESCRIPTION
 NB0510
 NB0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 NB0510'0.7 MI NE FROM RELIUS.
 NB0510'ON THE NEW YORK CENTRAL RAILROAD, AT SHOEMAKERS CROSSING, AT THE
 NB0510'OVERHEAD CROSSING OF U. S. HIGHWAY NO. 20, IN THE NORTHEAST FACE OF
 NB0510'THE NORTHEAST PIER SOUTHEAST OF THE RAILROAD TRACK, 3 FEET ABOVE
 NB0510'SURFACE OF THE GROUND.
 NB0510
 NB0510                          STATION RECOVERY (1990)
 NB0510
 NB0510'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0519 ***********************************************************************
 OF0519  DESIGNATION -  CH 686 V 30+25 RESET 1964
 OF0519  PID         -  OF0519
 OF0519  STATE/COUNTY-  NY/CAYUGA
 OF0519  USGS QUAD   -  CATO (1976)
 OF0519
 OF0519                         *CURRENT SURVEY CONTROL
 OF0519  ___________________________________________________________________
 OF0519* NAD 83(1986)-  43 09 41.     (N)    076 34 17.     (W)     SCALED    
 OF0519* NAVD 88     -       123.61   (+/-2cm)     405.5    (feet)  VERTCON   
 OF0519  ___________________________________________________________________
 OF0519  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OF0519
 OF0519  VERT ORDER  -  THIRD (See Below)
 OF0519
 OF0519.The horizontal coordinates were scaled from a topographic map and have
 OF0519.an estimated accuracy of +/- 6 seconds.
 OF0519
 OF0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0519.The vertical order pertains to the NGVD 29 superseded value.
 OF0519
 OF0519.The geoid height was determined by GEOID03.
 OF0519
 OF0519;                    North         East    Units  Estimated Accuracy
 OF0519;SPC NY C     -   351,100.      250,970.      MT  (+/- 180 meters Scaled)
 OF0519
 OF0519                          SUPERSEDED SURVEY CONTROL
 OF0519
 OF0519  NGVD 29 (09/01/04)  123.80   (m)          406.2    (f) RESET       3  
 OF0519
 OF0519.Superseded values are not recommended for survey control.
 OF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0519.See file dsdata.txt to determine how the superseded data were derived.
 OF0519
 OF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN722799(NAD 83)
 OF0519_MARKER: DB = BENCH MARK DISK
 OF0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0519_SP_SET: CULVERT
 OF0519_STAMPING: CH 686 V 30+25 RESET 1964
 OF0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0519
 OF0519  HISTORY     - Date     Condition        Report By
 OF0519  HISTORY     - 1964     MONUMENTED       NYDPW
 OF0519
 OF0519                          STATION DESCRIPTION
 OF0519
 OF0519'DESCRIBED BY NY DEPT OF PUB WORKS 1964
 OF0519'AT CATO.
 OF0519'AT CATO, ABOUT 0.04 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE,
 OF0519'THENCE 0.4 MILE SOUTH ALONG SOUTH STREET (STATE HIGHWAY 34), SET IN
 OF0519'THE TOP OF A 1.5 FOOT BY 10.0 FOOT CONCRETE HEADWALL OF A 2 FOOT
 OF0519'CONCRETE PIPE CULVERT ON THE EAST SIDE OF THE ROAD, ABOUT 479 FEET
 OF0519'NORTH OF A CONCRETE BLOCK BUILDING, 25 FEET FROM THE CENTER OF THE
 OF0519'ROAD AND ABOUT 1.5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0518 ***********************************************************************
 OF0518  DESIGNATION -  CH 686=V 30+25 LT NYDPW
 OF0518  PID         -  OF0518
 OF0518  STATE/COUNTY-  NY/CAYUGA
 OF0518  USGS QUAD   -  CATO (1976)
 OF0518
 OF0518                         *CURRENT SURVEY CONTROL
 OF0518  ___________________________________________________________________
 OF0518* NAD 83(1986)-  43 09 41.     (N)    076 34 17.     (W)     SCALED    
 OF0518* NAVD 88     -       127.442  (meters)     418.12   (feet)  ADJUSTED  
 OF0518  ___________________________________________________________________
 OF0518  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OF0518  DYNAMIC HT  -         127.412 (meters)     418.02  (feet)  COMP
 OF0518  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 OF0518
 OF0518  VERT ORDER  -  FIRST     CLASS II
 OF0518
 OF0518.The horizontal coordinates were scaled from a topographic map and have
 OF0518.an estimated accuracy of +/- 6 seconds.
 OF0518
 OF0518.The orthometric height was determined by differential leveling
 OF0518.and adjusted by the National Geodetic Survey in June 1991..
 OF0518
 OF0518.The geoid height was determined by GEOID03.
 OF0518
 OF0518.The dynamic height is computed by dividing the NAVD 88
 OF0518.geopotential number by the normal gravity value computed on the
 OF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0518.degrees latitude (g = 980.6199 gals.).
 OF0518
 OF0518.The modeled gravity was interpolated from observed gravity values.
 OF0518
 OF0518;                    North         East    Units  Estimated Accuracy
 OF0518;SPC NY C     -   351,100.      250,970.      MT  (+/- 180 meters Scaled)
 OF0518
 OF0518                          SUPERSEDED SURVEY CONTROL
 OF0518
 OF0518  NGVD 29 (??/??/92)  127.624  (m)          418.71   (f) ADJ UNCH    1 2
 OF0518
 OF0518.Superseded values are not recommended for survey control.
 OF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0518.See file dsdata.txt to determine how the superseded data were derived.
 OF0518
 OF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN722799(NAD 83)
 OF0518_MARKER: Z = SEE DESCRIPTION
 OF0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0518_SP_SET: CULVERT
 OF0518_STAMPING: CH 686=V 30+25LT
 OF0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0518
 OF0518  HISTORY     - Date     Condition        Report By
 OF0518  HISTORY     - UNK      MONUMENTED       NYDPW
 OF0518  HISTORY     - 1954     GOOD             USGS
 OF0518  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0518  HISTORY     - 19870401 MARK NOT FOUND   USPSQD
 OF0518
 OF0518                          STATION DESCRIPTION
 OF0518
 OF0518'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OF0518'0.5 MI SE FROM CATO.
 OF0518'AT CATO, ABOUT 0.5 MI. SE ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 OF0518'STATION, IN SW ANGLE OF GRADE CROSSING OF STATE HIGHWAY 34, 18.3 FT.
 OF0518'SW. OF CENTER OF HWY., AND IN CENTER OF TOP OF NW. HEAD WALL OF
 OF0518'CONCRETE HWY. CULVERT. BRASS PLUG.
 OF0518
 OF0518                          STATION RECOVERY (1982)
 OF0518
 OF0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0518'NOT RECOVERED, THE CULVERT HAS BEEN REPLACED WITH A PIPE CULVERT.
 OF0518
 OF0518                          STATION RECOVERY (1987)
 OF0518
 OF0518'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHA)
 OF0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0521 ***********************************************************************
 OF0521  DESIGNATION -  CH 9075=18+75 RT NYDPW
 OF0521  PID         -  OF0521
 OF0521  STATE/COUNTY-  NY/CAYUGA
 OF0521  USGS QUAD   -  WEEDSPORT (1978)
 OF0521
 OF0521                         *CURRENT SURVEY CONTROL
 OF0521  ___________________________________________________________________
 OF0521* NAD 83(1986)-  43 02 50.     (N)    076 33 22.     (W)     SCALED    
 OF0521* NAVD 88     -       132.902  (meters)     436.03   (feet)  ADJUSTED  
 OF0521  ___________________________________________________________________
 OF0521  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OF0521  DYNAMIC HT  -         132.869 (meters)     435.92  (feet)  COMP
 OF0521  MODELED GRAV-     980,374.2   (mgal)                       NAVD 88
 OF0521
 OF0521  VERT ORDER  -  FIRST     CLASS II
 OF0521
 OF0521.The horizontal coordinates were scaled from a topographic map and have
 OF0521.an estimated accuracy of +/- 6 seconds.
 OF0521
 OF0521.The orthometric height was determined by differential leveling
 OF0521.and adjusted by the National Geodetic Survey in June 1991..
 OF0521.WARNING-Repeat measurements at this control monument indicate possible
 OF0521.vertical movement.
 OF0521
 OF0521.The geoid height was determined by GEOID03.
 OF0521
 OF0521.The dynamic height is computed by dividing the NAVD 88
 OF0521.geopotential number by the normal gravity value computed on the
 OF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0521.degrees latitude (g = 980.6199 gals.).
 OF0521
 OF0521.The modeled gravity was interpolated from observed gravity values.
 OF0521
 OF0521;                    North         East    Units  Estimated Accuracy
 OF0521;SPC NY C     -   338,420.      252,220.      MT  (+/- 180 meters Scaled)
 OF0521
 OF0521                          SUPERSEDED SURVEY CONTROL
 OF0521
 OF0521  NGVD 29 (??/??/92)  133.097  (m)          436.67   (f) ADJ UNCH    1 2
 OF0521
 OF0521.Superseded values are not recommended for survey control.
 OF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0521.See file dsdata.txt to determine how the superseded data were derived.
 OF0521
 OF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN732672(NAD 83)
 OF0521_MARKER: Z = SEE DESCRIPTION
 OF0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0521_SP_SET: BRIDGE ABUTMENT
 OF0521_MARK LOGO: NYDPW 
 OF0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0521
 OF0521  HISTORY     - Date     Condition        Report By
 OF0521  HISTORY     - UNK      MONUMENTED       NYDPW
 OF0521  HISTORY     - 1942     GOOD             NGS
 OF0521  HISTORY     - 1982     GOOD             NGS
 OF0521  HISTORY     - 19870411 MARK NOT FOUND   USPSQD
 OF0521  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF0521
 OF0521                          STATION DESCRIPTION
 OF0521
 OF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0521'AT WEEDSPORT.
 OF0521'BENCH MARK IS A BRASS PLUG SET IN TOP OF THE LOWEST STEP OF THE EAST
 OF0521'WINGWALL OF THE SOUTH ABUTMENT OF THE R.R. BRIDGE OVER BRUTUS STREET.
 OF0521
 OF0521                          STATION RECOVERY (1982)
 OF0521
 OF0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0521'RECOVERED IN GOOD CONDITION.
 OF0521
 OF0521                          STATION RECOVERY (1987)
 OF0521
 OF0521'RECOVERY NOTE BY US POWER SQUADRON 1987 (EFR)
 OF0521'MARK NOT FOUND.
 OF0521
 OF0521                          STATION RECOVERY (1990)
 OF0521
 OF0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1740 ***********************************************************************
 OE1740  DESIGNATION -  CHA
 OE1740  PID         -  OE1740
 OE1740  STATE/COUNTY-  NY/SARATOGA
 OE1740  USGS QUAD   -  GALWAY (1970)
 OE1740
 OE1740                         *CURRENT SURVEY CONTROL
 OE1740  ___________________________________________________________________
 OE1740* NAD 83(1996)-  43 21 19.73155(N)    074 05 50.98990(W)     ADJUSTED  
 OE1740* NAVD 88     -       507.9    (meters)    1666.     (feet)  VERTCON   
 OE1740  ___________________________________________________________________
 OE1740  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 OE1740  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OE1740
 OE1740  HORZ ORDER  -  SECOND
 OE1740
 OE1740.The horizontal coordinates were established by classical geodetic methods
 OE1740.and adjusted by the National Geodetic Survey in January 1999..
 OE1740
 OE1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1740
 OE1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1740
 OE1740.The geoid height was determined by GEOID03.
 OE1740
 OE1740;                    North         East     Units Scale Factor Converg.
 OE1740;SPC NY E     -   502,239.259   182,627.382   MT  0.99991309   +0 16 34.8
 OE1740;SPC NY E     - 1,647,763.30    599,170.00   sFT  0.99991309   +0 16 34.8
 OE1740;UTM  18      - 4,800,687.045   573,136.204   MT  0.99966580   +0 37 10.6
 OE1740
 OE1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1740!SPC NY E     -   0.99992495  x   0.99991309  =   0.99983805
 OE1740!UTM  18      -   0.99992495  x   0.99966580  =   0.99959077
 OE1740
 OE1740|---------------------------------------------------------------------|
 OE1740| PID    Reference Object                     Distance      Geod. Az  |
 OE1740|                                                           dddmmss.s |
 OE1740| OE1741 CHA A SACGS 1973                     12.817 METERS 27757     |
 OE1740| CZ7647 CHA 1                                              2805522.4 |
 OE1740| CZ7649 CHA 3                                              2820255.5 |
 OE1740| CZ7648 CHA 2                                              3235410.1 |
 OE1740| OE1737 TENANT                              APPROX. 1.6 KM 3302659.3 |
 OE1740|---------------------------------------------------------------------|
 OE1740
 OE1740                          SUPERSEDED SURVEY CONTROL
 OE1740
 OE1740  NAD 83(1986)-  43 21 19.73589(N)    074 05 50.99015(W) AD(       ) 2
 OE1740  NAD 27      -  43 21 19.47890(N)    074 05 52.52084(W) AD(       ) 2
 OE1740  NGVD 29 (07/19/86)  508.0    (m)         1667.     (f) VERT ANG       
 OE1740
 OE1740.Superseded values are not recommended for survey control.
 OE1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1740.See file dsdata.txt to determine how the superseded data were derived.
 OE1740
 OE1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP7313600687(NAD 83)
 OE1740_MARKER: DD = SURVEY DISK
 OE1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1740
 OE1740  HISTORY     - Date     Condition        Report By
 OE1740  HISTORY     - 1973     MONUMENTED       NY-091
 OE1740
 OE1740                          STATION DESCRIPTION
 OE1740
 OE1740'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OE1740'THE STATION IS LOCATED 9.0 MILES NORTHWEST OF CONKLINGVILLE,
 OE1740'9.5 MILES NORTH OF EDINBURG, AND 16.0 MILES NORTHWEST OF CORINTH
 OE1740'IN THE TOWNSHIP OF DAY.
 OE1740'
 OE1740'TO REACH THE STATION FROM THE EDINBURG TOWN HALL GO NORTH ON
 OE1740'COUNTY HIGHWAY 4 FOR 0.05 MILE TO THE INTERSECTION OF OLMSTEAD
 OE1740'ROAD AND MILITARY ROAD.  CONTINUE NORTH ON MILITARY ROAD FOR
 OE1740'4.9 MILES TO A FORK.  BEAR LEFT AND CONTINUE NORTH ON SAND LAKE
 OE1740'ROAD FOR 1.7 MILES TO AN ORANGE GATE BELONGING TO INTERNATIONAL
 OE1740'PAPER CO.  GO THRU THE GATE AND CONTINUE NORTH ON ACCESS ROAD
 OE1740'FOR 1.3 MILES TO A FORK.  BEAR LEFT AND CONTINUE NORTH CROSSING
 OE1740'A SMALL BRIDGE FOR 0.8 MILE TO A Y-INTERSECTION.  BEAR RIGHT
 OE1740'AND CONTINUE NORTH FOR 1.55 MILES TO A Y-INTERSECTION.  BEAR
 OE1740'RIGHT AND GO NORTHEAST FOR 0.05 MILE TO AZIMUTH MARK, CHA-3
 OE1740'(SACGS), ON LEFT.  CONTINUE NORTHEAST ALONG TENANT LAKE FOR
 OE1740'0.05 MILE TO AZIMUTH MARK, CHA-1 (SACGS), ON RIGHT.  CONTINUE
 OE1740'NORTHEAST CROSSING SMALL BRIDGE FOR 0.05 MILE TO STATION
 OE1740'ON LEFT.
 OE1740'
 OE1740'TO REACH AZIMUTH MARK, CHA-2 (SACGS), FROM THE LAST
 OE1740'Y-INTERSECTION, BEAR LEFT AND GO NORTH ALONG THE WEST SIDE OF
 OE1740'TENANT LAKE FOR 0.15 MILE TO MARK ON RIGHT ADJACENT TO A LOG CABIN.
 OE1740'
 OE1740'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OE1740'SURVEY STAMPED CHA.  THE SURFACE MARK IS IN THE TOP OF A 12-INCH
 OE1740'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OE1740'IS LOCATED 113.2 FEET SOUTHEAST OF A 24-INCH WHITE PINE TREE,
 OE1740'15.3 FEET SOUTH OF AN 8-INCH MAPLE TREE, BOTH ON THE NORTHEAST
 OE1740'SIDE OF SOUTH SHORE ROAD, 65.0 FEET SOUTHEAST OF THE CENTER OF
 OE1740'THE BRIDGE AND 6.3 FEET NORTHEAST OF THE CENTERLINE OF SOUTH
 OE1740'SHORE ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OE1740'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND.
 OE1740'
 OE1740'AZIMUTH MARK, CHA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1740'COUNTY GEODETIC SURVEY STAMPED CHA-1.  IT IS SET IN THE TOP OF A
 OE1740'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1740'GROUND.  IT IS LOCATED 108.8 FEET NORTHWEST OF A 24-INCH WHITE
 OE1740'PINE TREE, 27.3 FEET WEST OF A BLAZED 20-INCH HEMLOCK TREE, 32.3
 OE1740'FEET SOUTHWEST OF A BLAZED 8-INCH HEMLOCK TREE ALL ON THE
 OE1740'NORTHEAST SIDE OF SOUTH SHORE ROAD AND 9.7 FEET SOUTHWEST OF
 OE1740'THE CENTERLINE OF SOUTH SHORE ROAD.
 OE1740'
 OE1740'AZIMUTH MARK, CHA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1740'COUNTY GEODETIC SURVEY STAMPED CHA-2.  IT IS SET IN THE TOP OF A
 OE1740'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.25 FOOT
 OE1740'ABOVE THE GROUND.  IT IS LOCATED 25.0 FEET SOUTHEAST OF THE LOG
 OE1740'CABIN, 25.3 FEET NORTH OF A 14-INCH BALSAM TREE, 46.5 FEET
 OE1740'SOUTHWEST OF A 22-INCH BIRCH TREE, AND 24.0 FEET SOUTHWEST OF A
 OE1740'12-INCH ASH TREE ALL ON THE SOUTHEAST SIDE OF THE LOG CABIN.
 OE1740'
 OE1740'AZIMUTH MARK, CHA-3 (SACGS), IS A STANDARD DISK OF SARATOGA
 OE1740'COUNTY GEODETIC SURVEY STAMPED CHA-3.  IT IS SET IN THE TOP OF A
 OE1740'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OE1740'GROUND.  IT IS LOCATED 77.5 FEET SOUTHEAST OF THE INTERSECTION
 OE1740'OF NORTH SHORE ROAD AND A JEEP TRAIL, 62.9 FEET NORTHEAST OF A
 OE1740'USGS DISK STAMPED ADJ ATOP A LARGE ROCK, AND 48.4 FEET WEST OF A
 OE1740'BLAZED 6-INCH CHERRY TREE.
 OE1740'
 OE1740'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3853 ***********************************************************************
 AB3853  CBN         -  This is a Cooperative Base Network Control Station.
 AB3853  DESIGNATION -  CHAMPION
 AB3853  PID         -  AB3853
 AB3853  STATE/COUNTY-  NY/JEFFERSON
 AB3853  USGS QUAD   -  DEFERIET (1982)
 AB3853
 AB3853                         *CURRENT SURVEY CONTROL
 AB3853  ___________________________________________________________________
 AB3853* NAD 83(1996)-  44 01 14.53704(N)    075 42 48.28122(W)     ADJUSTED  
 AB3853* NAVD 88     -       213.7    (meters)     701.     (feet)  GPS OBS   
 AB3853  ___________________________________________________________________
 AB3853  X           -   1,133,673.422 (meters)                     COMP
 AB3853  Y           -  -4,451,931.631 (meters)                     COMP
 AB3853  Z           -   4,409,871.997 (meters)                     COMP
 AB3853  LAPLACE CORR-           8.64  (seconds)                    DEFLEC99
 AB3853  ELLIP HEIGHT-         181.02  (meters)          (12/03/02) GPS OBS
 AB3853  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AB3853
 AB3853  HORZ ORDER  -  B
 AB3853  ELLP ORDER  -  THIRD     CLASS I
 AB3853
 AB3853.The horizontal coordinates were established by GPS observations
 AB3853.and adjusted by the National Geodetic Survey in July 1997..
 AB3853
 AB3853.The orthometric height was determined by GPS observations and a
 AB3853.high-resolution geoid model.
 AB3853
 AB3853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3853
 AB3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3853
 AB3853.The ellipsoidal height was determined by GPS observations
 AB3853.and is referenced to NAD 83.
 AB3853
 AB3853.The geoid height was determined by GEOID03.
 AB3853
 AB3853;                    North         East     Units Scale Factor Converg.
 AB3853;SPC NY C     -   446,933.931   319,744.591   MT  0.99999731   +0 36 16.4
 AB3853;SPC NY C     - 1,466,315.74  1,049,028.71   sFT  0.99999731   +0 36 16.4
 AB3853;UTM  18      - 4,874,419.849   442,822.713   MT  0.99964021   -0 29 44.8
 AB3853
 AB3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3853!SPC NY C     -   0.99997162  x   0.99999731  =   0.99996893
 AB3853!UTM  18      -   0.99997162  x   0.99964021  =   0.99961184
 AB3853
 AB3853                          SUPERSEDED SURVEY CONTROL
 AB3853
 AB3853  ELLIP H (07/24/97)  181.04   (m)                       GP(       ) 1 1
 AB3853  NAD 83(1992)-  44 01 14.53589(N)    075 42 48.28062(W) AD(       ) B
 AB3853  NAD 83(1992)-  44 01 14.53593(N)    075 42 48.28073(W) AD(       ) B
 AB3853  ELLIP H (06/10/96)  181.00   (m)                       GP(       ) 1 1
 AB3853
 AB3853.Superseded values are not recommended for survey control.
 AB3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3853.See file dsdata.txt to determine how the superseded data were derived.
 AB3853
 AB3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP4282374420(NAD 83)
 AB3853_MARKER: DD = SURVEY DISK
 AB3853_SETTING: 66 = SET IN ROCK OUTCROP
 AB3853_STAMPING: CHAMPION CBN 1995
 AB3853_MARK LOGO: NYDT  
 AB3853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3853+STABILITY: POSITION/ELEVATION WELL
 AB3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3853+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AB3853
 AB3853  HISTORY     - Date     Condition        Report By
 AB3853  HISTORY     - 1995     MONUMENTED       NYDT
 AB3853  HISTORY     - 20040817 GOOD             INDIV
 AB3853
 AB3853                          STATION DESCRIPTION
 AB3853
 AB3853'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3853'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH OF THE HAMLET OF
 AB3853'GREAT BEND IN THE TOWN OF CHAMPION, JEFFERSON COUNTY, ON THE WEST SIDE
 AB3853'OF COUNTY HIGHWAY 47.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH THE
 AB3853'STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 26 IN GREAT BEND, GO
 AB3853'SOUTHEAST ON HIGHWAY 26 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF COUNTY
 AB3853'HIGHWAY 47 ON THE RIGHT.  TURN RIGHT ON HIGHWAY 47 AND GO SOUTH FOR
 AB3853'1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT, ON THE ROCK LEDGE.  THE
 AB3853'STATION IS A SURVEY DISK SET IN THE TOP OF A 1.5 M (4.9 FT) HIGH ROCK
 AB3853'LEDGE.  IT IS 36.2 M (118.8 FT) SOUTHWEST OF POLE NM 37 NYT 36, 29.6 M
 AB3853'(97.1 FT) NORTHWEST OF POLE NM 38 NYT 37, 8.7 M (28.5 FT) WEST OF
 AB3853'CENTER OF THE HIGHWAY, AND 2.4 M (7.9 FT) EAST OF A BARBED WIRE FENCE.
 AB3853
 AB3853                          STATION RECOVERY (2004)
 AB3853
 AB3853'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JHD)
 AB3853'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1930 ***********************************************************************
 PG1930  DESIGNATION -  CHAMPLAIN
 PG1930  PID         -  PG1930
 PG1930  STATE/COUNTY-  NY/CLINTON
 PG1930  USGS QUAD   -  CHAMPLAIN (1966)
 PG1930
 PG1930                         *CURRENT SURVEY CONTROL
 PG1930  ___________________________________________________________________
 PG1930* NAD 83(1996)-  44 57 37.47960(N)    073 27 23.02071(W)     ADJUSTED  
 PG1930* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 PG1930  ___________________________________________________________________
 PG1930  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 PG1930  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PG1930
 PG1930  HORZ ORDER  -  SECOND
 PG1930
 PG1930.The horizontal coordinates were established by classical geodetic methods
 PG1930.and adjusted by the National Geodetic Survey in January 1999..
 PG1930
 PG1930.The orthometric height was scaled from a topographic map.
 PG1930
 PG1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1930
 PG1930.The geoid height was determined by GEOID03.
 PG1930
 PG1930;                    North         East     Units Scale Factor Converg.
 PG1930;SPC NY E     -   681,004.943   232,333.404   MT  0.99998333   +0 44 14.9
 PG1930;SPC NY E     - 2,234,263.72    762,247.18   sFT  0.99998333   +0 44 14.9
 PG1930;UTM  18      - 4,979,711.536   621,743.508   MT  0.99978225   +1 05 27.1
 PG1930
 PG1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1930!SPC NY E     -   0.99999144  x   0.99998333  =   0.99997477
 PG1930!UTM  18      -   0.99999144  x   0.99978225  =   0.99977369
 PG1930
 PG1930:                Primary Azimuth Mark                     Grid Az
 PG1930:SPC NY E     -  BOUNDARY MON 650A CD US                  033 58 16.4
 PG1930:UTM  18      -  BOUNDARY MON 650A CD US                  033 37 04.2
 PG1930
 PG1930|---------------------------------------------------------------------|
 PG1930| PID    Reference Object                     Distance      Geod. Az  |
 PG1930|                                                           dddmmss.s |
 PG1930| PG2520 BOUNDARY MON 650A CD US             APPROX. 6.7 KM 0344231.3 |
 PG1930|---------------------------------------------------------------------|
 PG1930
 PG1930                          SUPERSEDED SURVEY CONTROL
 PG1930
 PG1930  NAD 83(1996)-  44 57 37.47955(N)    073 27 23.02078(W) AD(       ) 2
 PG1930  NAD 83(1992)-  44 57 37.47845(N)    073 27 23.01999(W) AD(       ) 2
 PG1930  NAD 83(1986)-  44 57 37.48627(N)    073 27 23.02197(W) AD(       ) 2
 PG1930  NAD 27      -  44 57 37.35000(N)    073 27 24.53100(W) AD(       ) 2
 PG1930
 PG1930.Superseded values are not recommended for survey control.
 PG1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1930.See file dsdata.txt to determine how the superseded data were derived.
 PG1930
 PG1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2174479712(NAD 83)
 PG1930_MARKER: DD = SURVEY DISK
 PG1930_SETTING: 0 = UNSPECIFIED SETTING
 PG1930
 PG1930  HISTORY     - Date     Condition        Report By
 PG1930  HISTORY     - 1917     MONUMENTED       IBC
 PG1930  HISTORY     - 1972     MARK NOT FOUND   IBC
 PG1930
 PG1930                          STATION DESCRIPTION
 PG1930
 PG1930'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG1930'IN CHAMPLAIN TOWNSHIP, ABOUT 2 MILES SOUTH OF CHAMPLAIN, NY. TO
 PG1930'REACH THE STATION, TAKE THE ROAD TURNING SOUTH AT THE BRIDGE IN
 PG1930'THE VILLAGE.  THE STATION IS IN THE NORTHEAST CORNER OF A THICK
 PG1930'CLUMP OF CEDARS, AND ABOUT 450 FEET EAST OF THE ROAD.  IT IS ON THE
 PG1930'PROPERTY OF P. CATELLI, CHAMPLAIN, NY.
 PG1930'
 PG1930'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA.
 PG1930
 PG1930                          STATION RECOVERY (1972)
 PG1930
 PG1930'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NP)
 PG1930'STATION WAS NOT RECOVERED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1929 ***********************************************************************
 PG1929  DESIGNATION -  CHAMPLAIN MUNICIPAL TANK
 PG1929  PID         -  PG1929
 PG1929  STATE/COUNTY-  NY/CLINTON
 PG1929  USGS QUAD   -  CHAMPLAIN (1966)
 PG1929
 PG1929                         *CURRENT SURVEY CONTROL
 PG1929  ___________________________________________________________________
 PG1929* NAD 83(1996)-  44 59 39.62207(N)    073 28 17.48553(W)     ADJUSTED  
 PG1929* NAVD 88     -                                                        
 PG1929  ___________________________________________________________________
 PG1929  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PG1929  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PG1929
 PG1929  HORZ ORDER  -  THIRD
 PG1929
 PG1929.The horizontal coordinates were established by classical geodetic methods
 PG1929.and adjusted by the National Geodetic Survey in January 1999..
 PG1929
 PG1929
 PG1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1929
 PG1929.The geoid height was determined by GEOID03.
 PG1929
 PG1929;                    North         East     Units Scale Factor Converg.
 PG1929;SPC NY E     -   684,759.830   231,091.979   MT  0.99998083   +0 43 38.0
 PG1929;SPC NY E     - 2,246,582.88    758,174.27   sFT  0.99998083   +0 43 38.0
 PG1929;SPC VT       -   277,588.693   423,393.614   MT  1.00003642   -0 41 13.0
 PG1929;UTM  18      - 4,983,457.936   620,479.194   MT  0.99977848   +1 04 50.9
 PG1929
 PG1929                          SUPERSEDED SURVEY CONTROL
 PG1929
 PG1929  NAD 83(1996)-  44 59 39.62190(N)    073 28 17.48561(W) AD(       ) 4
 PG1929  NAD 83(1992)-  44 59 39.62114(N)    073 28 17.48460(W) AD(       ) 4
 PG1929  NAD 83(1986)-  44 59 39.62818(N)    073 28 17.48655(W) AD(       ) 4
 PG1929  NAD 27      -  44 59 39.51800(N)    073 28 19.00300(W) AD(       ) 3
 PG1929
 PG1929.Superseded values are not recommended for survey control.
 PG1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1929.See file dsdata.txt to determine how the superseded data were derived.
 PG1929
 PG1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2047983458(NAD 83)
 PG1929_MARKER: 51 = TANK
 PG1929
 PG1929  HISTORY     - Date     Condition        Report By
 PG1929  HISTORY     - 1942     FIRST OBSERVED   CGS
 PG1929  HISTORY     - 1961     GOOD             CGS
 PG1929
 PG1929                          STATION DESCRIPTION
 PG1929
 PG1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG1929'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4407 ***********************************************************************
 LX4407  DESIGNATION -  CHAN
 LX4407  PID         -  LX4407
 LX4407  STATE/COUNTY-  NY/ORANGE
 LX4407  USGS QUAD   -  WEST POINT (1981)
 LX4407
 LX4407                         *CURRENT SURVEY CONTROL
 LX4407  ___________________________________________________________________
 LX4407* NAD 83(1996)-  41 24 33.39112(N)    073 58 06.08239(W)     ADJUSTED  
 LX4407* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4407  ___________________________________________________________________
 LX4407  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 LX4407  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LX4407
 LX4407  HORZ ORDER  -  THIRD
 LX4407
 LX4407.The horizontal coordinates were established by classical geodetic methods
 LX4407.and adjusted by the National Geodetic Survey in January 1999..
 LX4407
 LX4407.The orthometric height was scaled from a topographic map.
 LX4407
 LX4407.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4407
 LX4407.The geoid height was determined by GEOID03.
 LX4407
 LX4407;                    North         East     Units Scale Factor Converg.
 LX4407;SPC NY E     -   286,132.661   194,447.751   MT  0.99992431   +0 21 05.9
 LX4407;SPC NY E     -   938,753.57    637,950.66   sFT  0.99992431   +0 21 05.9
 LX4407;UTM  18      - 4,584,705.598   586,224.501   MT  0.99969149   +0 40 56.7
 LX4407
 LX4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4407!SPC NY E     -   1.00000451  x   0.99992431  =   0.99992882
 LX4407!UTM  18      -   1.00000451  x   0.99969149  =   0.99969599
 LX4407
 LX4407:                Primary Azimuth Mark                     Grid Az
 LX4407:SPC NY E     -  LITTLE STONY PT H RIV CO VENT            010 00 44.3
 LX4407:UTM  18      -  LITTLE STONY PT H RIV CO VENT            009 40 53.5
 LX4407
 LX4407|---------------------------------------------------------------------|
 LX4407| PID    Reference Object                     Distance      Geod. Az  |
 LX4407|                                                           dddmmss.s |
 LX4407| LX4408 LITTLE STONY PT H RIV CO VENT       APPROX. 2.2 KM 0102150.2 |
 LX4407| LX4404 COLD                                APPROX. 1.0 KM 0264403.0 |
 LX4407| LX4368 COLD SPRING METH EPIS CH SPIRE      APPROX. 1.9 KM 0431809.1 |
 LX4407| LX4371 COLD SPRING EPIS CH CROSS           APPROX. 1.6 KM 0471606.3 |
 LX4407| LX4386 RED AND GREEN ROOF                  APPROX. 3.5 KM 0835620.9 |
 LX4407| LX4366 HIGH GABLE                          APPROX. 3.4 KM 1041942.7 |
 LX4407| LX4403 CONSTITUTION ISLAND LIGHT           APPROX. 1.0 KM 1313314.8 |
 LX4407| CB3819 CHAN RM 2                            12.300 METERS 15917     |
 LX4407| CB3818 CHAN RM 1                            18.980 METERS 28102     |
 LX4407| LX4379 NECOR                               APPROX. 0.5 KM 3383438.7 |
 LX4407|---------------------------------------------------------------------|
 LX4407
 LX4407                          SUPERSEDED SURVEY CONTROL
 LX4407
 LX4407  NAD 83(1986)-  41 24 33.39268(N)    073 58 06.08482(W) AD(       ) 3
 LX4407  NAD 27      -  41 24 33.06300(N)    073 58 07.58000(W) AD(       ) 3
 LX4407
 LX4407.Superseded values are not recommended for survey control.
 LX4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4407.See file dsdata.txt to determine how the superseded data were derived.
 LX4407
 LX4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8622584706(NAD 83)
 LX4407
 LX4407  HISTORY     - Date     Condition        Report By
 LX4407  HISTORY     - 1933     MONUMENTED       CGS
 LX4407  HISTORY     - 1975     SEE DESCRIPTION  DOD
 LX4407  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 LX4407
 LX4407                          STATION DESCRIPTION
 LX4407
 LX4407'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4407'STATION IS LOCATED ON THE W SIDE OF THE HUDSON RIVER ON A ROUNDED
 LX4407'POINT OPPOSITE AND A LITTLE ABOVE, CONSTITUTION ISLAND.  IT IS
 LX4407'4.4 METERS FROM HIGH WATER ON STRIP OF GROUND BETWEEN RIVER AND
 LX4407'RAILWAY TRACKS AT A ROCK CUT.  RAILROAD SIGNAL NO.490 STANDS 77.57
 LX4407'METERS N OF THE STATION.
 LX4407'
 LX4407'STATION IS A STANDARD DISK IN A DRILL HOLE IN BED ROCK STAMPED
 LX4407'CHAN 1933.
 LX4407'
 LX4407'REFERENCE MARK NO.1 IS A STANDARD DISK IN FACE OF ROCK CUT ABOUT
 LX4407'1-1/2 METERS ABOVE GROUND ACROSS RAILWAY TRACKS AND A LITTLE TO
 LX4407'THE N OF LINE PASSING THROUGH TELEPHONE POLE.
 LX4407'
 LX4407'REFERENCE MARK NO.2 SAME IN BEDROCK S OF STATION IN LINE WITH
 LX4407'SOME BUSHES.
 LX4407
 LX4407                          STATION RECOVERY (1975)
 LX4407
 LX4407'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 LX4407'STATION NOT FOUND.
 LX4407
 LX4407                          STATION RECOVERY (1994)
 LX4407
 LX4407'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX4407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2295 ***********************************************************************
 MZ2295  DESIGNATION -  CHANNEL EAST
 MZ2295  PID         -  MZ2295
 MZ2295  STATE/COUNTY-  NY/GREENE
 MZ2295  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2295
 MZ2295                         *CURRENT SURVEY CONTROL
 MZ2295  ___________________________________________________________________
 MZ2295* NAD 83(1996)-  42 21 47.18236(N)    073 47 34.39146(W)     ADJUSTED  
 MZ2295* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2295  ___________________________________________________________________
 MZ2295  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 MZ2295  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ2295
 MZ2295  HORZ ORDER  -  THIRD
 MZ2295
 MZ2295.The horizontal coordinates were established by classical geodetic methods
 MZ2295.and adjusted by the National Geodetic Survey in January 1999..
 MZ2295
 MZ2295.The orthometric height was scaled from a topographic map.
 MZ2295
 MZ2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2295
 MZ2295.The geoid height was determined by GEOID03.
 MZ2295
 MZ2295;                    North         East     Units Scale Factor Converg.
 MZ2295;SPC NY E     -   392,170.882   208,244.965   MT  0.99994173   +0 28 35.3
 MZ2295;SPC NY E     - 1,286,647.30    683,217.02   sFT  0.99994173   +0 28 35.3
 MZ2295;UTM  18      - 4,690,798.385   599,400.606   MT  0.99972157   +0 48 48.4
 MZ2295
 MZ2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2295!SPC NY E     -   1.00000498  x   0.99994173  =   0.99994671
 MZ2295!UTM  18      -   1.00000498  x   0.99972157  =   0.99972655
 MZ2295
 MZ2295                          SUPERSEDED SURVEY CONTROL
 MZ2295
 MZ2295  NAD 83(1996)-  42 21 47.18275(N)    073 47 34.39386(W) AD(       ) 3
 MZ2295  NAD 83(1996)-  42 21 47.18266(N)    073 47 34.39386(W) AD(       ) 3
 MZ2295  NAD 83(1996)-  42 21 47.18291(N)    073 47 34.39375(W) AD(       ) 3
 MZ2295  NAD 83(1992)-  42 21 47.18332(N)    073 47 34.39348(W) AD(       ) 3
 MZ2295  NAD 83(1992)-  42 21 47.18322(N)    073 47 34.39352(W) AD(       ) 3
 MZ2295  NAD 83(1992)-  42 21 47.18464(N)    073 47 34.39176(W) AD(       ) 3
 MZ2295  NAD 83(1986)-  42 21 47.18476(N)    073 47 34.39139(W) AD(       ) 3
 MZ2295  NAD 27      -  42 21 46.87800(N)    073 47 35.94400(W) AD(       ) 3
 MZ2295
 MZ2295.Superseded values are not recommended for survey control.
 MZ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2295.See file dsdata.txt to determine how the superseded data were derived.
 MZ2295
 MZ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9940190798(NAD 83)
 MZ2295
 MZ2295  HISTORY     - Date     Condition        Report By
 MZ2295  HISTORY     - 1933     MONUMENTED       USE
 MZ2295  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2295
 MZ2295                          STATION DESCRIPTION
 MZ2295
 MZ2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2295'ON COXSACKIE ISLAND, MARKED BY A STANDARD U.S.E. MONUMENT SET IN
 MZ2295'STONE FILLED CRIB AT S SIDE OF OLD ICE CHANNEL CUT THROUGH
 MZ2295'COXSACKIE ISLAND.  MONUMENT IS GROUTED IN AND SETS UP ABOUT 6 FEET
 MZ2295'ABOVE FILL AND GROUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1950 ***********************************************************************
 PH1950  DESIGNATION -  CHANNEL LIGHT 106 IBC
 PH1950  PID         -  PH1950
 PH1950  STATE/COUNTY-  NY/ST LAWRENCE
 PH1950  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1950
 PH1950                         *CURRENT SURVEY CONTROL
 PH1950  ___________________________________________________________________
 PH1950* NAD 83(1996)-  44 51 19.70704(N)    075 16 31.30194(W)     ADJUSTED  
 PH1950* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1950  ___________________________________________________________________
 PH1950  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 PH1950  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 PH1950
 PH1950  HORZ ORDER  -  THIRD
 PH1950
 PH1950.The horizontal coordinates were established by classical geodetic methods
 PH1950.and adjusted by the National Geodetic Survey in January 1999..
 PH1950
 PH1950.The orthometric height was scaled from a topographic map.
 PH1950
 PH1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1950
 PH1950.The geoid height was determined by GEOID03.
 PH1950
 PH1950;                    North         East     Units Scale Factor Converg.
 PH1950;SPC NY E     -   669,107.086    88,717.808   MT  0.99994617   -0 32 48.8
 PH1950;SPC NY E     - 2,195,228.83    291,068.34   sFT  0.99994617   -0 32 48.8
 PH1950;UTM  18      - 4,966,932.493   478,242.799   MT  0.99960582   -0 11 39.2
 PH1950
 PH1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1950!SPC NY E     -   0.99999307  x   0.99994617  =   0.99993924
 PH1950!UTM  18      -   0.99999307  x   0.99960582  =   0.99959889
 PH1950
 PH1950                          SUPERSEDED SURVEY CONTROL
 PH1950
 PH1950  NAD 83(1986)-  44 51 19.71427(N)    075 16 31.30383(W) AD(       ) 4
 PH1950  NAD 27      -  44 51 19.51423(N)    075 16 32.56871(W) AD(       ) 3
 PH1950
 PH1950.Superseded values are not recommended for survey control.
 PH1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1950.See file dsdata.txt to determine how the superseded data were derived.
 PH1950
 PH1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7824366932(NAD 83)
 PH1950_MARKER: 14 = NAVIGATION LIGHT
 PH1950
 PH1950  HISTORY     - Date     Condition        Report By
 PH1950  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1950
 PH1950                          STATION DESCRIPTION
 PH1950
 PH1950'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1950'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL NEAR THE SHORE OF
 PH1950'PINETREE POINT.  A RED LIGHT ON TOP OF A CIRCULAR CONCRETE COLUMN 4
 PH1950'FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1955 ***********************************************************************
 PH1955  DESIGNATION -  CHANNEL LIGHT 107 IBC
 PH1955  PID         -  PH1955
 PH1955  STATE/COUNTY-  NY/ST LAWRENCE
 PH1955  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1955
 PH1955                         *CURRENT SURVEY CONTROL
 PH1955  ___________________________________________________________________
 PH1955* NAD 83(1996)-  44 50 25.14670(N)    075 17 29.25601(W)     ADJUSTED  
 PH1955* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1955  ___________________________________________________________________
 PH1955  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 PH1955  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 PH1955
 PH1955  HORZ ORDER  -  THIRD
 PH1955
 PH1955.The horizontal coordinates were established by classical geodetic methods
 PH1955.and adjusted by the National Geodetic Survey in January 1999..
 PH1955
 PH1955.The orthometric height was scaled from a topographic map.
 PH1955
 PH1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1955
 PH1955.The geoid height was determined by GEOID03.
 PH1955
 PH1955;                    North         East     Units Scale Factor Converg.
 PH1955;SPC NY E     -   667,435.295    87,429.037   MT  0.99994813   -0 33 29.2
 PH1955;SPC NY E     - 2,189,743.96    286,840.10   sFT  0.99994813   -0 33 29.2
 PH1955;UTM  18      - 4,965,253.375   476,964.777   MT  0.99960652   -0 12 19.9
 PH1955
 PH1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1955!SPC NY E     -   0.99999307  x   0.99994813  =   0.99994120
 PH1955!UTM  18      -   0.99999307  x   0.99960652  =   0.99959960
 PH1955
 PH1955                          SUPERSEDED SURVEY CONTROL
 PH1955
 PH1955  NAD 83(1986)-  44 50 25.15366(N)    075 17 29.25833(W) AD(       ) 4
 PH1955  NAD 27      -  44 50 24.93759(N)    075 17 30.51162(W) AD(       ) 3
 PH1955
 PH1955.Superseded values are not recommended for survey control.
 PH1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1955.See file dsdata.txt to determine how the superseded data were derived.
 PH1955
 PH1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7696565253(NAD 83)
 PH1955_MARKER: 14 = NAVIGATION LIGHT
 PH1955
 PH1955  HISTORY     - Date     Condition        Report By
 PH1955  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1955
 PH1955                          STATION DESCRIPTION
 PH1955
 PH1955'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1955'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL ABOUT 1/2 MILE
 PH1955'NORTHEAST OF THE ENTRANCE TO IROQUOIS LOCKS.  A GREEN LIGHT ON TOP OF
 PH1955'A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1960 ***********************************************************************
 PH1960  DESIGNATION -  CHANNEL LIGHT 110 IBC
 PH1960  PID         -  PH1960
 PH1960  STATE/COUNTY-  NY/ST LAWRENCE
 PH1960  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1960
 PH1960                         *CURRENT SURVEY CONTROL
 PH1960  ___________________________________________________________________
 PH1960* NAD 83(1996)-  44 50 12.30137(N)    075 18 35.10276(W)     ADJUSTED  
 PH1960* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1960  ___________________________________________________________________
 PH1960  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 PH1960  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 PH1960
 PH1960  HORZ ORDER  -  THIRD
 PH1960
 PH1960.The horizontal coordinates were established by classical geodetic methods
 PH1960.and adjusted by the National Geodetic Survey in January 1999..
 PH1960
 PH1960.The orthometric height was scaled from a topographic map.
 PH1960
 PH1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1960
 PH1960.The geoid height was determined by GEOID03.
 PH1960
 PH1960;                    North         East     Units Scale Factor Converg.
 PH1960;SPC NY E     -   667,053.060    85,979.060   MT  0.99995038   -0 34 15.5
 PH1960;SPC NY E     - 2,188,489.91    282,082.97   sFT  0.99995038   -0 34 15.5
 PH1960;UTM  18      - 4,964,862.358   475,517.675   MT  0.99960737   -0 13 06.3
 PH1960
 PH1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1960!SPC NY E     -   0.99999308  x   0.99995038  =   0.99994346
 PH1960!UTM  18      -   0.99999308  x   0.99960737  =   0.99960045
 PH1960
 PH1960                          SUPERSEDED SURVEY CONTROL
 PH1960
 PH1960  NAD 83(1986)-  44 50 12.30841(N)    075 18 35.10510(W) AD(       ) 4
 PH1960  NAD 27      -  44 50 12.07600(N)    075 18 36.36000(W) AD(       ) 3
 PH1960
 PH1960.Superseded values are not recommended for survey control.
 PH1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1960.See file dsdata.txt to determine how the superseded data were derived.
 PH1960
 PH1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7551864862(NAD 83)
 PH1960_MARKER: 14 = NAVIGATION LIGHT
 PH1960
 PH1960  HISTORY     - Date     Condition        Report By
 PH1960  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1960
 PH1960                          STATION DESCRIPTION
 PH1960
 PH1960'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1960'ON THE NORTHERN SIDE OF THE EASTERN ENTRANCE TO IROQUOIS LOCKS.  A RED
 PH1960'LIGHT ON TOP OF A CIRCULAR CONCRETE COLUMN 4 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1969 ***********************************************************************
 PH1969  DESIGNATION -  CHANNEL LIGHT 115 IBC
 PH1969  PID         -  PH1969
 PH1969  STATE/COUNTY-  NY/ST LAWRENCE
 PH1969  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1969
 PH1969                         *CURRENT SURVEY CONTROL
 PH1969  ___________________________________________________________________
 PH1969* NAD 83(1996)-  44 47 56.95149(N)    075 20 46.12164(W)     ADJUSTED  
 PH1969* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1969  ___________________________________________________________________
 PH1969  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 PH1969  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 PH1969
 PH1969  HORZ ORDER  -  THIRD
 PH1969
 PH1969.The horizontal coordinates were established by classical geodetic methods
 PH1969.and adjusted by the National Geodetic Survey in January 1999..
 PH1969
 PH1969.The orthometric height was scaled from a topographic map.
 PH1969
 PH1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1969
 PH1969.The geoid height was determined by GEOID03.
 PH1969
 PH1969;                    North         East     Units Scale Factor Converg.
 PH1969;SPC NY E     -   662,904.685    83,058.157   MT  0.99995509   -0 35 46.4
 PH1969;SPC NY E     - 2,174,879.79    272,499.97   sFT  0.99995509   -0 35 46.4
 PH1969;UTM  18      - 4,960,697.530   472,623.342   MT  0.99960922   -0 14 38.1
 PH1969
 PH1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1969!SPC NY E     -   0.99999309  x   0.99995509  =   0.99994818
 PH1969!UTM  18      -   0.99999309  x   0.99960922  =   0.99960232
 PH1969
 PH1969                          SUPERSEDED SURVEY CONTROL
 PH1969
 PH1969  NAD 83(1986)-  44 47 56.95793(N)    075 20 46.12442(W) AD(       ) 4
 PH1969  NAD 27      -  44 47 56.72777(N)    075 20 47.35609(W) AD(       ) 3
 PH1969
 PH1969.Superseded values are not recommended for survey control.
 PH1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1969.See file dsdata.txt to determine how the superseded data were derived.
 PH1969
 PH1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7262360698(NAD 83)
 PH1969_MARKER: 14 = NAVIGATION LIGHT
 PH1969
 PH1969  HISTORY     - Date     Condition        Report By
 PH1969  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1969
 PH1969                          STATION DESCRIPTION
 PH1969
 PH1969'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1969'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL NEAR THE SHORE AT
 PH1969'SPARROWHAWK POINT.  A GREEN LIGHT ON TOP OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1985 ***********************************************************************
 PH1985  DESIGNATION -  CHANNEL LIGHT 118 IBC
 PH1985  PID         -  PH1985
 PH1985  STATE/COUNTY-  NY/ST LAWRENCE
 PH1985  USGS QUAD   -  RED MILLS (1963)
 PH1985
 PH1985                         *CURRENT SURVEY CONTROL
 PH1985  ___________________________________________________________________
 PH1985* NAD 83(1996)-  44 47 04.50966(N)    075 22 30.14532(W)     ADJUSTED  
 PH1985* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1985  ___________________________________________________________________
 PH1985  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 PH1985  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 PH1985
 PH1985  HORZ ORDER  -  THIRD
 PH1985
 PH1985.The horizontal coordinates were established by classical geodetic methods
 PH1985.and adjusted by the National Geodetic Survey in January 1999..
 PH1985
 PH1985.The orthometric height was scaled from a topographic map.
 PH1985
 PH1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1985
 PH1985.The geoid height was determined by GEOID03.
 PH1985
 PH1985;                    North         East     Units Scale Factor Converg.
 PH1985;SPC NY E     -   661,310.225    80,754.703   MT  0.99995894   -0 36 59.2
 PH1985;SPC NY E     - 2,169,648.63    264,942.72   sFT  0.99995894   -0 36 59.2
 PH1985;UTM  18      - 4,959,089.495   470,330.532   MT  0.99961082   -0 15 51.1
 PH1985
 PH1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1985!SPC NY E     -   0.99999311  x   0.99995894  =   0.99995205
 PH1985!UTM  18      -   0.99999311  x   0.99961082  =   0.99960393
 PH1985
 PH1985                          SUPERSEDED SURVEY CONTROL
 PH1985
 PH1985  NAD 83(1986)-  44 47 04.51589(N)    075 22 30.14831(W) AD(       ) 4
 PH1985  NAD 27      -  44 47 04.28400(N)    075 22 31.37500(W) AD(       ) 3
 PH1985
 PH1985.Superseded values are not recommended for survey control.
 PH1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1985.See file dsdata.txt to determine how the superseded data were derived.
 PH1985
 PH1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7033159089(NAD 83)
 PH1985_MARKER: 14 = NAVIGATION LIGHT
 PH1985
 PH1985  HISTORY     - Date     Condition        Report By
 PH1985  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1985
 PH1985                          STATION DESCRIPTION
 PH1985
 PH1985'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1985'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL NEAR THE SHORE AT
 PH1985'CARDINAL.  A RED LIGHT ON TOP OF A CIRCULAR CONCRETE COLUMN 4 FEET IN
 PH1985'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1987 ***********************************************************************
 PH1987  DESIGNATION -  CHANNEL LIGHT 119 IBC
 PH1987  PID         -  PH1987
 PH1987  STATE/COUNTY-  NY/ST LAWRENCE
 PH1987  USGS QUAD   -  RED MILLS (1963)
 PH1987
 PH1987                         *CURRENT SURVEY CONTROL
 PH1987  ___________________________________________________________________
 PH1987* NAD 83(1996)-  44 46 34.87258(N)    075 23 04.83383(W)     ADJUSTED  
 PH1987* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1987  ___________________________________________________________________
 PH1987  LAPLACE CORR-           7.87  (seconds)                    DEFLEC99
 PH1987  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 PH1987
 PH1987  HORZ ORDER  -  THIRD
 PH1987
 PH1987.The horizontal coordinates were established by classical geodetic methods
 PH1987.and adjusted by the National Geodetic Survey in January 1999..
 PH1987
 PH1987.The orthometric height was scaled from a topographic map.
 PH1987
 PH1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1987
 PH1987.The geoid height was determined by GEOID03.
 PH1987
 PH1987;                    North         East     Units Scale Factor Converg.
 PH1987;SPC NY E     -   660,403.705    79,982.243   MT  0.99996027   -0 37 23.3
 PH1987;SPC NY E     - 2,166,674.49    262,408.41   sFT  0.99996027   -0 37 23.3
 PH1987;UTM  18      - 4,958,178.561   469,563.926   MT  0.99961139   -0 16 15.4
 PH1987
 PH1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1987!SPC NY E     -   0.99999311  x   0.99996027  =   0.99995338
 PH1987!UTM  18      -   0.99999311  x   0.99961139  =   0.99960450
 PH1987
 PH1987                          SUPERSEDED SURVEY CONTROL
 PH1987
 PH1987  NAD 83(1986)-  44 46 34.87877(N)    075 23 04.83676(W) AD(       ) 4
 PH1987  NAD 27      -  44 46 34.64600(N)    075 23 06.05900(W) AD(       ) 3
 PH1987
 PH1987.Superseded values are not recommended for survey control.
 PH1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1987.See file dsdata.txt to determine how the superseded data were derived.
 PH1987
 PH1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6956458179(NAD 83)
 PH1987_MARKER: 14 = NAVIGATION LIGHT
 PH1987
 PH1987  HISTORY     - Date     Condition        Report By
 PH1987  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1987
 PH1987                          STATION DESCRIPTION
 PH1987
 PH1987'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1987'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL, NEAR THE NORTHERN SHORE
 PH1987'OF GALOP ISLAND, OPPOSITE THE ISLAND NEWLY FORMED BY DREDGING THE
 PH1987'CHANNEL.  A GREEN LIGHT ON TOP OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1989 ***********************************************************************
 PH1989  DESIGNATION -  CHANNEL LIGHT 121 IBC
 PH1989  PID         -  PH1989
 PH1989  STATE/COUNTY-  NY/ST LAWRENCE
 PH1989  USGS QUAD   -  RED MILLS (1963)
 PH1989
 PH1989                         *CURRENT SURVEY CONTROL
 PH1989  ___________________________________________________________________
 PH1989* NAD 83(1996)-  44 46 01.37453(N)    075 24 14.20519(W)     ADJUSTED  
 PH1989* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1989  ___________________________________________________________________
 PH1989  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 PH1989  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 PH1989
 PH1989  HORZ ORDER  -  THIRD
 PH1989
 PH1989.The horizontal coordinates were established by classical geodetic methods
 PH1989.and adjusted by the National Geodetic Survey in January 1999..
 PH1989
 PH1989.The orthometric height was scaled from a topographic map.
 PH1989
 PH1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1989
 PH1989.The geoid height was determined by GEOID03.
 PH1989
 PH1989;                    North         East     Units Scale Factor Converg.
 PH1989;SPC NY E     -   659,386.534    78,445.641   MT  0.99996294   -0 38 11.8
 PH1989;SPC NY E     - 2,163,337.32    257,367.07   sFT  0.99996294   -0 38 11.8
 PH1989;UTM  18      - 4,957,152.324   468,034.140   MT  0.99961256   -0 17 04.1
 PH1989
 PH1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1989!SPC NY E     -   0.99999312  x   0.99996294  =   0.99995606
 PH1989!UTM  18      -   0.99999312  x   0.99961256  =   0.99960568
 PH1989
 PH1989                          SUPERSEDED SURVEY CONTROL
 PH1989
 PH1989  NAD 83(1986)-  44 46 01.38065(N)    075 24 14.20809(W) AD(       ) 4
 PH1989  NAD 27      -  44 46 01.14800(N)    075 24 15.42900(W) AD(       ) 3
 PH1989
 PH1989.Superseded values are not recommended for survey control.
 PH1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1989.See file dsdata.txt to determine how the superseded data were derived.
 PH1989
 PH1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6803457152(NAD 83)
 PH1989_MARKER: 14 = NAVIGATION LIGHT
 PH1989
 PH1989  HISTORY     - Date     Condition        Report By
 PH1989  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1989
 PH1989                          STATION DESCRIPTION
 PH1989
 PH1989'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1989'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL, NEAR THE NORTHERN SHORE
 PH1989'OF GALOP ISLAND, WEST OF THE DYKE JOINING THE ISLAND.  A GREEN LIGHT
 PH1989'ON TOP OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1781 ***********************************************************************
 PH1781  DESIGNATION -  CHANNEL LIGHT 41 IBC
 PH1781  PID         -  PH1781
 PH1781  STATE/COUNTY-  NY/ST LAWRENCE
 PH1781  USGS QUAD   -  MASSENA (1964)
 PH1781
 PH1781                         *CURRENT SURVEY CONTROL
 PH1781  ___________________________________________________________________
 PH1781* NAD 83(1996)-  44 58 24.00691(N)    074 53 00.27639(W)     ADJUSTED  
 PH1781* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1781  ___________________________________________________________________
 PH1781  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PH1781  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 PH1781
 PH1781  HORZ ORDER  -  THIRD
 PH1781
 PH1781.The horizontal coordinates were established by classical geodetic methods
 PH1781.and adjusted by the National Geodetic Survey in January 1999..
 PH1781
 PH1781.The orthometric height was scaled from a topographic map.
 PH1781
 PH1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1781
 PH1781.The geoid height was determined by GEOID03.
 PH1781
 PH1781;                    North         East     Units Scale Factor Converg.
 PH1781;SPC NY E     -   681,982.733   119,758.332   MT  0.99991124   -0 16 15.6
 PH1781;SPC NY E     - 2,237,471.68    392,907.13   sFT  0.99991124   -0 16 15.6
 PH1781;UTM  18      - 4,979,994.903   509,193.328   MT  0.99960104   +0 04 56.7
 PH1781
 PH1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1781!SPC NY E     -   0.99999342  x   0.99991124  =   0.99990466
 PH1781!UTM  18      -   0.99999342  x   0.99960104  =   0.99959446
 PH1781
 PH1781                          SUPERSEDED SURVEY CONTROL
 PH1781
 PH1781  NAD 83(1986)-  44 58 24.00897(N)    074 53 00.28624(W) AD(       ) 4
 PH1781  NAD 27      -  44 58 23.83400(N)    074 53 01.64200(W) AD(       ) 3
 PH1781
 PH1781.Superseded values are not recommended for survey control.
 PH1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1781.See file dsdata.txt to determine how the superseded data were derived.
 PH1781
 PH1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0919379995(NAD 83)
 PH1781_MARKER: 14 = NAVIGATION LIGHT
 PH1781
 PH1781  HISTORY     - Date     Condition        Report By
 PH1781  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1781  HISTORY     - 19950804 GOOD             USPSQD
 PH1781
 PH1781                          STATION DESCRIPTION
 PH1781
 PH1781'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1781'ABOUT 1.5 MILES UPSTREAM FROM EISENHOWER LOCKS.  ON THE WESTERN END
 PH1781'OF A PIER ALONG THE SOUTHERN SIDE OF THE SHIPPING CHANNEL.  A GREEN
 PH1781'LIGHT ON A BOX ON TOP OF A POLE.
 PH1781
 PH1781                          STATION RECOVERY (1995)
 PH1781
 PH1781'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1783 ***********************************************************************
 PH1783  DESIGNATION -  CHANNEL LIGHT 42 IBC
 PH1783  PID         -  PH1783
 PH1783  STATE/COUNTY-  NY/ST LAWRENCE
 PH1783  USGS QUAD   -  MASSENA (1964)
 PH1783
 PH1783                         *CURRENT SURVEY CONTROL
 PH1783  ___________________________________________________________________
 PH1783* NAD 83(1996)-  44 58 28.95315(N)    074 53 01.91153(W)     ADJUSTED  
 PH1783* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1783  ___________________________________________________________________
 PH1783  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 PH1783  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 PH1783
 PH1783  HORZ ORDER  -  THIRD
 PH1783
 PH1783.The horizontal coordinates were established by classical geodetic methods
 PH1783.and adjusted by the National Geodetic Survey in January 1999..
 PH1783
 PH1783.The orthometric height was scaled from a topographic map.
 PH1783
 PH1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1783
 PH1783.The geoid height was determined by GEOID03.
 PH1783
 PH1783;                    North         East     Units Scale Factor Converg.
 PH1783;SPC NY E     -   682,135.576   119,723.229   MT  0.99991127   -0 16 16.7
 PH1783;SPC NY E     - 2,237,973.14    392,791.96   sFT  0.99991127   -0 16 16.7
 PH1783;UTM  18      - 4,980,147.480   509,157.294   MT  0.99960103   +0 04 55.5
 PH1783
 PH1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1783!SPC NY E     -   0.99999342  x   0.99991127  =   0.99990469
 PH1783!UTM  18      -   0.99999342  x   0.99960103  =   0.99959445
 PH1783
 PH1783                          SUPERSEDED SURVEY CONTROL
 PH1783
 PH1783  NAD 83(1986)-  44 58 28.95514(N)    074 53 01.92135(W) AD(       ) 4
 PH1783  NAD 27      -  44 58 28.77800(N)    074 53 03.28000(W) AD(       ) 3
 PH1783
 PH1783.Superseded values are not recommended for survey control.
 PH1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1783.See file dsdata.txt to determine how the superseded data were derived.
 PH1783
 PH1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0915780147(NAD 83)
 PH1783_MARKER: 14 = NAVIGATION LIGHT
 PH1783
 PH1783  HISTORY     - Date     Condition        Report By
 PH1783  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1783  HISTORY     - 19950804 GOOD             USPSQD
 PH1783
 PH1783                          STATION DESCRIPTION
 PH1783
 PH1783'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1783'ABOUT 1.5 MILES UPSTREAM FROM EISENHOWER LOCKS.  ON THE NORTHERN SIDE
 PH1783'OF THE SHIPPING CHANNEL AND OPPOSITE CHANNEL LIGHT 41.  A RED LIGHT
 PH1783'ON A BOX ON TOP OF A POLE.
 PH1783
 PH1783                          STATION RECOVERY (1995)
 PH1783
 PH1783'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1786 ***********************************************************************
 PH1786  DESIGNATION -  CHANNEL LIGHT 43 IBC
 PH1786  PID         -  PH1786
 PH1786  STATE/COUNTY-  NY/ST LAWRENCE
 PH1786  USGS QUAD   -  MASSENA (1964)
 PH1786
 PH1786                         *CURRENT SURVEY CONTROL
 PH1786  ___________________________________________________________________
 PH1786* NAD 83(1996)-  44 58 16.10381(N)    074 53 44.33179(W)     ADJUSTED  
 PH1786* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1786  ___________________________________________________________________
 PH1786  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 PH1786  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 PH1786
 PH1786  HORZ ORDER  -  THIRD
 PH1786
 PH1786.The horizontal coordinates were established by classical geodetic methods
 PH1786.and adjusted by the National Geodetic Survey in January 1999..
 PH1786
 PH1786.The orthometric height was scaled from a topographic map.
 PH1786
 PH1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1786
 PH1786.The geoid height was determined by GEOID03.
 PH1786
 PH1786;                    North         East     Units Scale Factor Converg.
 PH1786;SPC NY E     -   681,743.428   118,791.893   MT  0.99991197   -0 16 46.7
 PH1786;SPC NY E     - 2,236,686.56    389,736.40   sFT  0.99991197   -0 16 46.7
 PH1786;UTM  18      - 4,979,749.718   508,228.684   MT  0.99960083   +0 04 25.5
 PH1786
 PH1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1786!SPC NY E     -   0.99999342  x   0.99991197  =   0.99990539
 PH1786!UTM  18      -   0.99999342  x   0.99960083  =   0.99959425
 PH1786
 PH1786                          SUPERSEDED SURVEY CONTROL
 PH1786
 PH1786  NAD 83(1986)-  44 58 16.10610(N)    074 53 44.34096(W) AD(       ) 4
 PH1786  NAD 27      -  44 58 15.94200(N)    074 53 45.68400(W) AD(       ) 3
 PH1786
 PH1786.Superseded values are not recommended for survey control.
 PH1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1786.See file dsdata.txt to determine how the superseded data were derived.
 PH1786
 PH1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0822979750(NAD 83)
 PH1786_MARKER: 14 = NAVIGATION LIGHT
 PH1786
 PH1786  HISTORY     - Date     Condition        Report By
 PH1786  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1786  HISTORY     - 19950804 GOOD             USPSQD
 PH1786
 PH1786                          STATION DESCRIPTION
 PH1786
 PH1786'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1786'NEAR THE EDGE OF THE BANK ON THE SOUTHERN SIDE OF THE SHIPPING
 PH1786'CHANNEL AND ABOUT OPPOSITE ALCOA TANK.  A GREEN LIGHT ON A BOX ON TOP
 PH1786'OF A POLE.
 PH1786
 PH1786                          STATION RECOVERY (1995)
 PH1786
 PH1786'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1787 ***********************************************************************
 PH1787  DESIGNATION -  CHANNEL LIGHT 44 IBC
 PH1787  PID         -  PH1787
 PH1787  STATE/COUNTY-  NY/ST LAWRENCE
 PH1787  USGS QUAD   -  MASSENA (1964)
 PH1787
 PH1787                         *CURRENT SURVEY CONTROL
 PH1787  ___________________________________________________________________
 PH1787* NAD 83(1996)-  44 58 21.79172(N)    074 53 46.20673(W)     ADJUSTED  
 PH1787* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1787  ___________________________________________________________________
 PH1787  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 PH1787  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 PH1787
 PH1787  HORZ ORDER  -  THIRD
 PH1787
 PH1787.The horizontal coordinates were established by classical geodetic methods
 PH1787.and adjusted by the National Geodetic Survey in January 1999..
 PH1787
 PH1787.The orthometric height was scaled from a topographic map.
 PH1787
 PH1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1787
 PH1787.The geoid height was determined by GEOID03.
 PH1787
 PH1787;                    North         East     Units Scale Factor Converg.
 PH1787;SPC NY E     -   681,919.196   118,751.670   MT  0.99991200   -0 16 48.0
 PH1787;SPC NY E     - 2,237,263.23    389,604.44   sFT  0.99991200   -0 16 48.0
 PH1787;UTM  18      - 4,979,925.180   508,187.390   MT  0.99960082   +0 04 24.2
 PH1787
 PH1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1787!SPC NY E     -   0.99999342  x   0.99991200  =   0.99990542
 PH1787!UTM  18      -   0.99999342  x   0.99960082  =   0.99959424
 PH1787
 PH1787                          SUPERSEDED SURVEY CONTROL
 PH1787
 PH1787  NAD 83(1986)-  44 58 21.79391(N)    074 53 46.21585(W) AD(       ) 4
 PH1787  NAD 27      -  44 58 21.63000(N)    074 53 47.56300(W) AD(       ) 3
 PH1787
 PH1787.Superseded values are not recommended for survey control.
 PH1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1787.See file dsdata.txt to determine how the superseded data were derived.
 PH1787
 PH1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0818779925(NAD 83)
 PH1787_MARKER: 14 = NAVIGATION LIGHT
 PH1787
 PH1787  HISTORY     - Date     Condition        Report By
 PH1787  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1787  HISTORY     - 19950804 GOOD             USPSQD
 PH1787
 PH1787                          STATION DESCRIPTION
 PH1787
 PH1787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1787'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL, ABOUT OPPOSITE CHANNEL
 PH1787'LIGHT 43.  A RED LIGHT ON A BOX ON TOP OF A POLE.
 PH1787
 PH1787                          STATION RECOVERY (1995)
 PH1787
 PH1787'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1792 ***********************************************************************
 PH1792  DESIGNATION -  CHANNEL LIGHT 45 IBC
 PH1792  PID         -  PH1792
 PH1792  STATE/COUNTY-  NY/ST LAWRENCE
 PH1792  USGS QUAD   -  MASSENA (1964)
 PH1792
 PH1792                         *CURRENT SURVEY CONTROL
 PH1792  ___________________________________________________________________
 PH1792* NAD 83(1996)-  44 58 07.27678(N)    074 54 37.43655(W)     ADJUSTED  
 PH1792* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1792  ___________________________________________________________________
 PH1792  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PH1792  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PH1792
 PH1792  HORZ ORDER  -  THIRD
 PH1792
 PH1792.The horizontal coordinates were established by classical geodetic methods
 PH1792.and adjusted by the National Geodetic Survey in January 1999..
 PH1792
 PH1792.The orthometric height was scaled from a topographic map.
 PH1792
 PH1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1792
 PH1792.The geoid height was determined by GEOID03.
 PH1792
 PH1792;                    North         East     Units Scale Factor Converg.
 PH1792;SPC NY E     -   681,476.751   117,626.952   MT  0.99991288   -0 17 24.1
 PH1792;SPC NY E     - 2,235,811.64    385,914.43   sFT  0.99991288   -0 17 24.1
 PH1792;UTM  18      - 4,979,475.947   507,065.771   MT  0.99960061   +0 03 48.0
 PH1792
 PH1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1792!SPC NY E     -   0.99999342  x   0.99991288  =   0.99990630
 PH1792!UTM  18      -   0.99999342  x   0.99960061  =   0.99959404
 PH1792
 PH1792                          SUPERSEDED SURVEY CONTROL
 PH1792
 PH1792  NAD 83(1986)-  44 58 07.27932(N)    074 54 37.44486(W) AD(       ) 4
 PH1792  NAD 27      -  44 58 07.10500(N)    074 54 38.82000(W) AD(       ) 3
 PH1792
 PH1792.Superseded values are not recommended for survey control.
 PH1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1792.See file dsdata.txt to determine how the superseded data were derived.
 PH1792
 PH1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0706679476(NAD 83)
 PH1792_MARKER: 14 = NAVIGATION LIGHT
 PH1792
 PH1792  HISTORY     - Date     Condition        Report By
 PH1792  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1792  HISTORY     - 19950804 GOOD             USPSQD
 PH1792
 PH1792                          STATION DESCRIPTION
 PH1792
 PH1792'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1792'NEAR THE EDGE OF THE BANK, ON THE SOUTHERN SIDE OF THE SHIPPING
 PH1792'CHANNEL, EAST OF ESSO OIL STORAGE TANKS.  A GREEN LIGHT ON A BOX ON
 PH1792'TOP OF A POLE.
 PH1792
 PH1792                          STATION RECOVERY (1995)
 PH1792
 PH1792'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1793 ***********************************************************************
 PH1793  DESIGNATION -  CHANNEL LIGHT 46 IBC
 PH1793  PID         -  PH1793
 PH1793  STATE/COUNTY-  NY/ST LAWRENCE
 PH1793  USGS QUAD   -  MASSENA (1964)
 PH1793
 PH1793                         *CURRENT SURVEY CONTROL
 PH1793  ___________________________________________________________________
 PH1793* NAD 83(1996)-  44 58 12.97346(N)    074 54 39.29219(W)     ADJUSTED  
 PH1793* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1793  ___________________________________________________________________
 PH1793  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 PH1793  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PH1793
 PH1793  HORZ ORDER  -  THIRD
 PH1793
 PH1793.The horizontal coordinates were established by classical geodetic methods
 PH1793.and adjusted by the National Geodetic Survey in January 1999..
 PH1793
 PH1793.The orthometric height was scaled from a topographic map.
 PH1793
 PH1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1793
 PH1793.The geoid height was determined by GEOID03.
 PH1793
 PH1793;                    North         East     Units Scale Factor Converg.
 PH1793;SPC NY E     -   681,652.795   117,587.183   MT  0.99991291   -0 17 25.5
 PH1793;SPC NY E     - 2,236,389.21    385,783.95   sFT  0.99991291   -0 17 25.5
 PH1793;UTM  18      - 4,979,651.687   507,024.930   MT  0.99960061   +0 03 46.7
 PH1793
 PH1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1793!SPC NY E     -   0.99999342  x   0.99991291  =   0.99990633
 PH1793!UTM  18      -   0.99999342  x   0.99960061  =   0.99959404
 PH1793
 PH1793                          SUPERSEDED SURVEY CONTROL
 PH1793
 PH1793  NAD 83(1986)-  44 58 12.97591(N)    074 54 39.30045(W) AD(       ) 4
 PH1793  NAD 27      -  44 58 12.79900(N)    074 54 40.66000(W) AD(       ) 3
 PH1793
 PH1793.Superseded values are not recommended for survey control.
 PH1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1793.See file dsdata.txt to determine how the superseded data were derived.
 PH1793
 PH1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0702579652(NAD 83)
 PH1793_MARKER: 14 = NAVIGATION LIGHT
 PH1793
 PH1793  HISTORY     - Date     Condition        Report By
 PH1793  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1793  HISTORY     - 19950804 GOOD             USPSQD
 PH1793
 PH1793                          STATION DESCRIPTION
 PH1793
 PH1793'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1793'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL, ABOUT OPPOSITE CHANNEL
 PH1793'LIGHT 45.  A RED LIGHT ON A BOX ON TOP OF A POLE.
 PH1793
 PH1793                          STATION RECOVERY (1995)
 PH1793
 PH1793'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1800 ***********************************************************************
 PH1800  DESIGNATION -  CHANNEL LIGHT 47 IBC
 PH1800  PID         -  PH1800
 PH1800  STATE/COUNTY-  NY/ST LAWRENCE
 PH1800  USGS QUAD   -  MASSENA (1964)
 PH1800
 PH1800                         *CURRENT SURVEY CONTROL
 PH1800  ___________________________________________________________________
 PH1800* NAD 83(1996)-  44 57 56.40818(N)    074 55 43.27729(W)     ADJUSTED  
 PH1800* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1800  ___________________________________________________________________
 PH1800  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 PH1800  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 PH1800
 PH1800  HORZ ORDER  -  THIRD
 PH1800
 PH1800.The horizontal coordinates were established by classical geodetic methods
 PH1800.and adjusted by the National Geodetic Survey in January 1999..
 PH1800
 PH1800.The orthometric height was scaled from a topographic map.
 PH1800
 PH1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1800
 PH1800.The geoid height was determined by GEOID03.
 PH1800
 PH1800;                    North         East     Units Scale Factor Converg.
 PH1800;SPC NY E     -   681,148.740   116,182.499   MT  0.99991406   -0 18 10.6
 PH1800;SPC NY E     - 2,234,735.49    381,175.42   sFT  0.99991406   -0 18 10.6
 PH1800;UTM  18      - 4,979,139.139   505,623.821   MT  0.99960039   +0 03 01.4
 PH1800
 PH1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1800!SPC NY E     -   0.99999343  x   0.99991406  =   0.99990749
 PH1800!UTM  18      -   0.99999343  x   0.99960039  =   0.99959382
 PH1800
 PH1800                          SUPERSEDED SURVEY CONTROL
 PH1800
 PH1800  NAD 83(1986)-  44 57 56.41103(N)    074 55 43.28454(W) AD(       ) 4
 PH1800  NAD 27      -  44 57 56.24900(N)    074 55 44.61600(W) AD(       ) 3
 PH1800
 PH1800.Superseded values are not recommended for survey control.
 PH1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1800.See file dsdata.txt to determine how the superseded data were derived.
 PH1800
 PH1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0562479139(NAD 83)
 PH1800_MARKER: 14 = NAVIGATION LIGHT
 PH1800
 PH1800  HISTORY     - Date     Condition        Report By
 PH1800  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1800  HISTORY     - 19950804 GOOD             USPSQD
 PH1800
 PH1800                          STATION DESCRIPTION
 PH1800
 PH1800'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1800'ON A NARROW ISLAND ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL SOUTH
 PH1800'OF LONG SAULT ISLAND.  IT IS ABOUT 3/4 MILE UPSTREAM FROM THE ESSO OIL
 PH1800'STORAGE TANKS.  A GREEN LIGHT ON TOP OF A POLE.
 PH1800
 PH1800                          STATION RECOVERY (1995)
 PH1800
 PH1800'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1801 ***********************************************************************
 PH1801  DESIGNATION -  CHANNEL LIGHT 48 IBC
 PH1801  PID         -  PH1801
 PH1801  STATE/COUNTY-  NY/ST LAWRENCE
 PH1801  USGS QUAD   -  MASSENA (1964)
 PH1801
 PH1801                         *CURRENT SURVEY CONTROL
 PH1801  ___________________________________________________________________
 PH1801* NAD 83(1996)-  44 58 02.00202(N)    074 55 45.12822(W)     ADJUSTED  
 PH1801* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1801  ___________________________________________________________________
 PH1801  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 PH1801  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 PH1801
 PH1801  HORZ ORDER  -  THIRD
 PH1801
 PH1801.The horizontal coordinates were established by classical geodetic methods
 PH1801.and adjusted by the National Geodetic Survey in January 1999..
 PH1801
 PH1801.The orthometric height was scaled from a topographic map.
 PH1801
 PH1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1801
 PH1801.The geoid height was determined by GEOID03.
 PH1801
 PH1801;                    North         East     Units Scale Factor Converg.
 PH1801;SPC NY E     -   681,321.618   116,142.855   MT  0.99991409   -0 18 12.0
 PH1801;SPC NY E     - 2,235,302.68    381,045.35   sFT  0.99991409   -0 18 12.0
 PH1801;UTM  18      - 4,979,311.715   505,583.124   MT  0.99960038   +0 03 00.1
 PH1801
 PH1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1801!SPC NY E     -   0.99999343  x   0.99991409  =   0.99990752
 PH1801!UTM  18      -   0.99999343  x   0.99960038  =   0.99959381
 PH1801
 PH1801                          SUPERSEDED SURVEY CONTROL
 PH1801
 PH1801  NAD 83(1986)-  44 58 02.00478(N)    074 55 45.13542(W) AD(       ) 4
 PH1801  NAD 27      -  44 58 01.84200(N)    074 55 46.46700(W) AD(       ) 3
 PH1801
 PH1801.Superseded values are not recommended for survey control.
 PH1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1801.See file dsdata.txt to determine how the superseded data were derived.
 PH1801
 PH1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0558379312(NAD 83)
 PH1801_MARKER: 14 = NAVIGATION LIGHT
 PH1801
 PH1801  HISTORY     - Date     Condition        Report By
 PH1801  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1801  HISTORY     - 19950804 GOOD             USPSQD
 PH1801
 PH1801                          STATION DESCRIPTION
 PH1801
 PH1801'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1801'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL SOUTH OF LONG SAULT
 PH1801'ISLAND.  IT IS ABOUT OPPOSITE CHANNEL LIGHT 47.  A RED LIGHT ON TOP
 PH1801'OF A POLE.
 PH1801
 PH1801                          STATION RECOVERY (1995)
 PH1801
 PH1801'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1811 ***********************************************************************
 PH1811  DESIGNATION -  CHANNEL LIGHT 51 IBC
 PH1811  PID         -  PH1811
 PH1811  STATE/COUNTY-  NY/ST LAWRENCE
 PH1811  USGS QUAD   -  MASSENA (1964)
 PH1811
 PH1811                         *CURRENT SURVEY CONTROL
 PH1811  ___________________________________________________________________
 PH1811* NAD 83(1996)-  44 57 38.13607(N)    074 57 33.29393(W)     ADJUSTED  
 PH1811* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1811  ___________________________________________________________________
 PH1811  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 PH1811  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 PH1811
 PH1811  HORZ ORDER  -  THIRD
 PH1811
 PH1811.The horizontal coordinates were established by classical geodetic methods
 PH1811.and adjusted by the National Geodetic Survey in January 1999..
 PH1811
 PH1811.The orthometric height was scaled from a topographic map.
 PH1811
 PH1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1811
 PH1811.The geoid height was determined by GEOID03.
 PH1811
 PH1811;                    North         East     Units Scale Factor Converg.
 PH1811;SPC NY E     -   680,597.942   113,768.534   MT  0.99991614   -0 19 28.3
 PH1811;SPC NY E     - 2,232,928.41    373,255.60   sFT  0.99991614   -0 19 28.3
 PH1811;UTM  18      - 4,978,573.644   503,214.057   MT  0.99960013   +0 01 43.7
 PH1811
 PH1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1811!SPC NY E     -   0.99999343  x   0.99991614  =   0.99990957
 PH1811!UTM  18      -   0.99999343  x   0.99960013  =   0.99959357
 PH1811
 PH1811                          SUPERSEDED SURVEY CONTROL
 PH1811
 PH1811  NAD 83(1986)-  44 57 38.13942(N)    074 57 33.29939(W) AD(       ) 4
 PH1811  NAD 27      -  44 57 37.97600(N)    074 57 34.60000(W) AD(       ) 3
 PH1811
 PH1811.Superseded values are not recommended for survey control.
 PH1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1811.See file dsdata.txt to determine how the superseded data were derived.
 PH1811
 PH1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0321478574(NAD 83)
 PH1811_MARKER: 14 = NAVIGATION LIGHT
 PH1811
 PH1811  HISTORY     - Date     Condition        Report By
 PH1811  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1811  HISTORY     - 19950804 GOOD             USPSQD
 PH1811
 PH1811                          STATION DESCRIPTION
 PH1811
 PH1811'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1811'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL, NORTH OF RICHARDS POINT
 PH1811'ISLANDS.  A GREEN LIGHT ON TOP OF A POLE.
 PH1811
 PH1811                          STATION RECOVERY (1995)
 PH1811
 PH1811'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1814 ***********************************************************************
 PH1814  DESIGNATION -  CHANNEL LIGHT 54 IBC
 PH1814  PID         -  PH1814
 PH1814  STATE/COUNTY-  NY/ST LAWRENCE
 PH1814  USGS QUAD   -  MASSENA (1964)
 PH1814
 PH1814                         *CURRENT SURVEY CONTROL
 PH1814  ___________________________________________________________________
 PH1814* NAD 83(1996)-  44 57 40.57068(N)    074 57 52.19845(W)     ADJUSTED  
 PH1814* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1814  ___________________________________________________________________
 PH1814  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 PH1814  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 PH1814
 PH1814  HORZ ORDER  -  THIRD
 PH1814
 PH1814.The horizontal coordinates were established by classical geodetic methods
 PH1814.and adjusted by the National Geodetic Survey in January 1999..
 PH1814
 PH1814.The orthometric height was scaled from a topographic map.
 PH1814
 PH1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1814
 PH1814.The geoid height was determined by GEOID03.
 PH1814
 PH1814;                    North         East     Units Scale Factor Converg.
 PH1814;SPC NY E     -   680,675.450   113,354.677   MT  0.99991651   -0 19 41.6
 PH1814;SPC NY E     - 2,233,182.71    371,897.80   sFT  0.99991651   -0 19 41.6
 PH1814;UTM  18      - 4,978,648.575   502,799.861   MT  0.99960010   +0 01 30.3
 PH1814
 PH1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1814!SPC NY E     -   0.99999344  x   0.99991651  =   0.99990995
 PH1814!UTM  18      -   0.99999344  x   0.99960010  =   0.99959354
 PH1814
 PH1814                          SUPERSEDED SURVEY CONTROL
 PH1814
 PH1814  NAD 83(1986)-  44 57 40.57406(N)    074 57 52.20357(W) AD(       ) 4
 PH1814  NAD 27      -  44 57 40.41032(N)    074 57 53.51423(W) AD(       ) 3
 PH1814
 PH1814.Superseded values are not recommended for survey control.
 PH1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1814.See file dsdata.txt to determine how the superseded data were derived.
 PH1814
 PH1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0280078649(NAD 83)
 PH1814_MARKER: 14 = NAVIGATION LIGHT
 PH1814
 PH1814  HISTORY     - Date     Condition        Report By
 PH1814  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1814  HISTORY     - 19950804 GOOD             USPSQD
 PH1814
 PH1814                          STATION DESCRIPTION
 PH1814
 PH1814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1814'N THE NORTHERN SIDE OF THE SHIPPING CHANNEL, NORTH OF RICHARDS POINT
 PH1814'ISLANDS, AND MASSENA COUNTRY CLUB GOLF COURSE.  A RED LIGHT ON TOP OF
 PH1814'A POLE.
 PH1814
 PH1814                          STATION RECOVERY (1995)
 PH1814
 PH1814'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1816 ***********************************************************************
 PH1816  DESIGNATION -  CHANNEL LIGHT 55 IBC
 PH1816  PID         -  PH1816
 PH1816  STATE/COUNTY-  NY/ST LAWRENCE
 PH1816  USGS QUAD   -  MASSENA (1964)
 PH1816
 PH1816                         *CURRENT SURVEY CONTROL
 PH1816  ___________________________________________________________________
 PH1816* NAD 83(1996)-  44 57 33.55784(N)    074 58 00.72311(W)     ADJUSTED  
 PH1816* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1816  ___________________________________________________________________
 PH1816  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 PH1816  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 PH1816
 PH1816  HORZ ORDER  -  THIRD
 PH1816
 PH1816.The horizontal coordinates were established by classical geodetic methods
 PH1816.and adjusted by the National Geodetic Survey in January 1999..
 PH1816
 PH1816.The orthometric height was scaled from a topographic map.
 PH1816
 PH1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1816
 PH1816.The geoid height was determined by GEOID03.
 PH1816
 PH1816;                    North         East     Units Scale Factor Converg.
 PH1816;SPC NY E     -   680,460.061   113,166.618   MT  0.99991668   -0 19 47.6
 PH1816;SPC NY E     - 2,232,476.05    371,280.81   sFT  0.99991668   -0 19 47.6
 PH1816;UTM  18      - 4,978,432.098   502,613.192   MT  0.99960008   +0 01 24.3
 PH1816
 PH1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1816!SPC NY E     -   0.99999344  x   0.99991668  =   0.99991012
 PH1816!UTM  18      -   0.99999344  x   0.99960008  =   0.99959352
 PH1816
 PH1816                          SUPERSEDED SURVEY CONTROL
 PH1816
 PH1816  NAD 83(1986)-  44 57 33.56136(N)    074 58 00.72812(W) AD(       ) 4
 PH1816  NAD 27      -  44 57 33.40200(N)    074 58 02.01900(W) AD(       ) 3
 PH1816
 PH1816.Superseded values are not recommended for survey control.
 PH1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1816.See file dsdata.txt to determine how the superseded data were derived.
 PH1816
 PH1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0261378432(NAD 83)
 PH1816_MARKER: 14 = NAVIGATION LIGHT
 PH1816
 PH1816  HISTORY     - Date     Condition        Report By
 PH1816  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1816  HISTORY     - 19950804 GOOD             USPSQD
 PH1816
 PH1816                          STATION DESCRIPTION
 PH1816
 PH1816'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1816'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL NORTH OF THE MASSENA
 PH1816'COUNTRY CLUB GOLF COURSE.  A GREEN LIGHT ON TOP OF A POLE.
 PH1816
 PH1816                          STATION RECOVERY (1995)
 PH1816
 PH1816'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1887 ***********************************************************************
 PH1887  DESIGNATION -  CHANNEL LIGHT 81 IBC
 PH1887  PID         -  PH1887
 PH1887  STATE/COUNTY-  NY/ST LAWRENCE
 PH1887  USGS QUAD   -  MORRISBURG (1964)
 PH1887
 PH1887                         *CURRENT SURVEY CONTROL
 PH1887  ___________________________________________________________________
 PH1887* NAD 83(1996)-  44 54 01.81722(N)    075 08 57.53681(W)     ADJUSTED  
 PH1887* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1887  ___________________________________________________________________
 PH1887  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 PH1887  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 PH1887
 PH1887  HORZ ORDER  -  THIRD
 PH1887
 PH1887.The horizontal coordinates were established by classical geodetic methods
 PH1887.and adjusted by the National Geodetic Survey in January 1999..
 PH1887
 PH1887.The orthometric height was scaled from a topographic map.
 PH1887
 PH1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1887
 PH1887.The geoid height was determined by GEOID03.
 PH1887
 PH1887;                    North         East     Units Scale Factor Converg.
 PH1887;SPC NY E     -   674,023.448    98,720.101   MT  0.99993232   -0 27 30.1
 PH1887;SPC NY E     - 2,211,358.60    323,884.20   sFT  0.99993232   -0 27 30.1
 PH1887;UTM  18      - 4,971,908.682   488,211.283   MT  0.99960171   -0 06 19.4
 PH1887
 PH1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1887!SPC NY E     -   0.99999349  x   0.99993232  =   0.99992581
 PH1887!UTM  18      -   0.99999349  x   0.99960171  =   0.99959520
 PH1887
 PH1887                          SUPERSEDED SURVEY CONTROL
 PH1887
 PH1887  NAD 83(1986)-  44 54 01.82427(N)    075 08 57.53584(W) AD(       ) 4
 PH1887  NAD 27      -  44 54 01.62900(N)    075 08 58.83300(W) AD(       ) 3
 PH1887
 PH1887.Superseded values are not recommended for survey control.
 PH1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1887.See file dsdata.txt to determine how the superseded data were derived.
 PH1887
 PH1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8821171909(NAD 83)
 PH1887_MARKER: 14 = NAVIGATION LIGHT
 PH1887
 PH1887  HISTORY     - Date     Condition        Report By
 PH1887  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1887  HISTORY     - 19950804 GOOD             USPSQD
 PH1887
 PH1887                          STATION DESCRIPTION
 PH1887
 PH1887'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1887'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL, SOUTHEASTERLY OF BRODER
 PH1887'ISLAND.  A GREEN LIGHT ON TOP OF A POLE.
 PH1887
 PH1887                          STATION RECOVERY (1995)
 PH1887
 PH1887'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1888 ***********************************************************************
 PH1888  DESIGNATION -  CHANNEL LIGHT 82 IBC
 PH1888  PID         -  PH1888
 PH1888  STATE/COUNTY-  NY/ST LAWRENCE
 PH1888  USGS QUAD   -  MORRISBURG (1964)
 PH1888
 PH1888                         *CURRENT SURVEY CONTROL
 PH1888  ___________________________________________________________________
 PH1888* NAD 83(1996)-  44 54 05.47566(N)    075 09 11.95300(W)     ADJUSTED  
 PH1888* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1888  ___________________________________________________________________
 PH1888  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 PH1888  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 PH1888
 PH1888  HORZ ORDER  -  THIRD
 PH1888
 PH1888.The horizontal coordinates were established by classical geodetic methods
 PH1888.and adjusted by the National Geodetic Survey in January 1999..
 PH1888
 PH1888.The orthometric height was scaled from a topographic map.
 PH1888
 PH1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1888
 PH1888.The geoid height was determined by GEOID03.
 PH1888
 PH1888;                    North         East     Units Scale Factor Converg.
 PH1888;SPC NY E     -   674,138.908    98,404.754   MT  0.99993272   -0 27 40.3
 PH1888;SPC NY E     - 2,211,737.40    322,849.60   sFT  0.99993272   -0 27 40.3
 PH1888;UTM  18      - 4,972,022.160   487,895.335   MT  0.99960180   -0 06 29.6
 PH1888
 PH1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1888!SPC NY E     -   0.99999349  x   0.99993272  =   0.99992621
 PH1888!UTM  18      -   0.99999349  x   0.99960180  =   0.99959529
 PH1888
 PH1888                          SUPERSEDED SURVEY CONTROL
 PH1888
 PH1888  NAD 83(1986)-  44 54 05.48279(N)    075 09 11.95204(W) AD(       ) 4
 PH1888  NAD 27      -  44 54 05.28800(N)    075 09 13.24700(W) AD(       ) 3
 PH1888
 PH1888.Superseded values are not recommended for survey control.
 PH1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1888.See file dsdata.txt to determine how the superseded data were derived.
 PH1888
 PH1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8789572022(NAD 83)
 PH1888_MARKER: 14 = NAVIGATION LIGHT
 PH1888
 PH1888  HISTORY     - Date     Condition        Report By
 PH1888  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1888  HISTORY     - 19950804 GOOD             USPSQD
 PH1888
 PH1888                          STATION DESCRIPTION
 PH1888
 PH1888'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1888'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL NEAR BRODER ISLAND.  A
 PH1888'RED LIGHT ON TOP OF A POLE.
 PH1888
 PH1888                          STATION RECOVERY (1995)
 PH1888
 PH1888'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1891 ***********************************************************************
 PH1891  DESIGNATION -  CHANNEL LIGHT 85 IBC
 PH1891  PID         -  PH1891
 PH1891  STATE/COUNTY-  NY/ST LAWRENCE
 PH1891  USGS QUAD   -  MORRISBURG (1964)
 PH1891
 PH1891                         *CURRENT SURVEY CONTROL
 PH1891  ___________________________________________________________________
 PH1891* NAD 83(1996)-  44 53 33.02151(N)    075 09 53.76763(W)     ADJUSTED  
 PH1891* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1891  ___________________________________________________________________
 PH1891  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 PH1891  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 PH1891
 PH1891  HORZ ORDER  -  THIRD
 PH1891
 PH1891.The horizontal coordinates were established by classical geodetic methods
 PH1891.and adjusted by the National Geodetic Survey in January 1999..
 PH1891
 PH1891.The orthometric height was scaled from a topographic map.
 PH1891
 PH1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1891
 PH1891.The geoid height was determined by GEOID03.
 PH1891
 PH1891;                    North         East     Units Scale Factor Converg.
 PH1891;SPC NY E     -   673,144.618    97,479.252   MT  0.99993391   -0 28 09.5
 PH1891;SPC NY E     - 2,208,475.30    319,813.18   sFT  0.99993391   -0 28 09.5
 PH1891;UTM  18      - 4,971,022.519   486,976.280   MT  0.99960209   -0 06 59.1
 PH1891
 PH1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1891!SPC NY E     -   0.99999350  x   0.99993391  =   0.99992741
 PH1891!UTM  18      -   0.99999350  x   0.99960209  =   0.99959559
 PH1891
 PH1891                          SUPERSEDED SURVEY CONTROL
 PH1891
 PH1891  NAD 83(1986)-  44 53 33.02862(N)    075 09 53.76696(W) AD(       ) 4
 PH1891  NAD 27      -  44 53 32.83600(N)    075 09 55.05300(W) AD(       ) 3
 PH1891
 PH1891.Superseded values are not recommended for survey control.
 PH1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1891.See file dsdata.txt to determine how the superseded data were derived.
 PH1891
 PH1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8697671023(NAD 83)
 PH1891_MARKER: 14 = NAVIGATION LIGHT
 PH1891
 PH1891  HISTORY     - Date     Condition        Report By
 PH1891  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1891  HISTORY     - 19950804 GOOD             USPSQD
 PH1891
 PH1891                          STATION DESCRIPTION
 PH1891
 PH1891'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1891'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL NORTH OF MURPHY ISLANDS.
 PH1891'A GREEN LIGHT ON TOP OF A POLE.
 PH1891
 PH1891                          STATION RECOVERY (1995)
 PH1891
 PH1891'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1893 ***********************************************************************
 PH1893  DESIGNATION -  CHANNEL LIGHT 88 IBC
 PH1893  PID         -  PH1893
 PH1893  STATE/COUNTY-  NY/ST LAWRENCE
 PH1893  USGS QUAD   -  MORRISBURG (1964)
 PH1893
 PH1893                         *CURRENT SURVEY CONTROL
 PH1893  ___________________________________________________________________
 PH1893* NAD 83(1996)-  44 53 08.79775(N)    075 11 14.55710(W)     ADJUSTED  
 PH1893* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1893  ___________________________________________________________________
 PH1893  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 PH1893  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 PH1893
 PH1893  HORZ ORDER  -  THIRD
 PH1893
 PH1893.The horizontal coordinates were established by classical geodetic methods
 PH1893.and adjusted by the National Geodetic Survey in January 1999..
 PH1893
 PH1893.The orthometric height was scaled from a topographic map.
 PH1893
 PH1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1893
 PH1893.The geoid height was determined by GEOID03.
 PH1893
 PH1893;                    North         East     Units Scale Factor Converg.
 PH1893;SPC NY E     -   672,411.685    95,700.349   MT  0.99993624   -0 29 06.3
 PH1893;SPC NY E     - 2,206,070.67    313,976.90   sFT  0.99993624   -0 29 06.3
 PH1893;UTM  18      - 4,970,278.892   485,202.515   MT  0.99960269   -0 07 56.0
 PH1893
 PH1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1893!SPC NY E     -   0.99999350  x   0.99993624  =   0.99992975
 PH1893!UTM  18      -   0.99999350  x   0.99960269  =   0.99959620
 PH1893
 PH1893                          SUPERSEDED SURVEY CONTROL
 PH1893
 PH1893  NAD 83(1986)-  44 53 08.80487(N)    075 11 14.55700(W) AD(       ) 4
 PH1893  NAD 27      -  44 53 08.60900(N)    075 11 15.83500(W) AD(       ) 3
 PH1893
 PH1893.Superseded values are not recommended for survey control.
 PH1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1893.See file dsdata.txt to determine how the superseded data were derived.
 PH1893
 PH1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8520370279(NAD 83)
 PH1893_MARKER: 14 = NAVIGATION LIGHT
 PH1893
 PH1893  HISTORY     - Date     Condition        Report By
 PH1893  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1893  HISTORY     - 19950804 GOOD             USPSQD
 PH1893
 PH1893                          STATION DESCRIPTION
 PH1893
 PH1893'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1893'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL, NEAR THE SOUTHERN SHORE
 PH1893'OF CANADA ISLAND.  A RED LIGHT ON TOP OF A CIRCULAR CONCRETE COLUMN 4
 PH1893'FEET IN DIAMETER.
 PH1893
 PH1893                          STATION RECOVERY (1995)
 PH1893
 PH1893'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1895 ***********************************************************************
 PH1895  DESIGNATION -  CHANNEL LIGHT 91 IBC
 PH1895  PID         -  PH1895
 PH1895  STATE/COUNTY-  NY/ST LAWRENCE
 PH1895  USGS QUAD   -  MORRISBURG (1964)
 PH1895
 PH1895                         *CURRENT SURVEY CONTROL
 PH1895  ___________________________________________________________________
 PH1895* NAD 83(1996)-  44 52 53.78324(N)    075 11 37.88903(W)     ADJUSTED  
 PH1895* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1895  ___________________________________________________________________
 PH1895  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 PH1895  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 PH1895
 PH1895  HORZ ORDER  -  THIRD
 PH1895
 PH1895.The horizontal coordinates were established by classical geodetic methods
 PH1895.and adjusted by the National Geodetic Survey in January 1999..
 PH1895
 PH1895.The orthometric height was scaled from a topographic map.
 PH1895
 PH1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1895
 PH1895.The geoid height was determined by GEOID03.
 PH1895
 PH1895;                    North         East     Units Scale Factor Converg.
 PH1895;SPC NY E     -   671,952.599    95,184.412   MT  0.99993694   -0 29 22.7
 PH1895;SPC NY E     - 2,204,564.49    312,284.19   sFT  0.99993694   -0 29 22.7
 PH1895;UTM  18      - 4,969,816.792   484,689.586   MT  0.99960288   -0 08 12.5
 PH1895
 PH1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1895!SPC NY E     -   0.99999351  x   0.99993694  =   0.99993045
 PH1895!UTM  18      -   0.99999351  x   0.99960288  =   0.99959639
 PH1895
 PH1895                          SUPERSEDED SURVEY CONTROL
 PH1895
 PH1895  NAD 83(1986)-  44 52 53.79038(N)    075 11 37.88903(W) AD(       ) 4
 PH1895  NAD 27      -  44 52 53.59884(N)    075 11 39.16506(W) AD(       ) 3
 PH1895
 PH1895.Superseded values are not recommended for survey control.
 PH1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1895.See file dsdata.txt to determine how the superseded data were derived.
 PH1895
 PH1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8469069817(NAD 83)
 PH1895_MARKER: 14 = NAVIGATION LIGHT
 PH1895
 PH1895  HISTORY     - Date     Condition        Report By
 PH1895  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1895  HISTORY     - 19950804 GOOD             USPSQD
 PH1895
 PH1895                          STATION DESCRIPTION
 PH1895
 PH1895'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1895'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL NORTHEASTERLY OF OGDEN
 PH1895'ISLAND.  A GREEN LIGHT ON TOP OF A POLE.
 PH1895
 PH1895                          STATION RECOVERY (1995)
 PH1895
 PH1895'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1900 ***********************************************************************
 PH1900  DESIGNATION -  CHANNEL LIGHT 92 IBC
 PH1900  PID         -  PH1900
 PH1900  STATE/COUNTY-  NY/ST LAWRENCE
 PH1900  USGS QUAD   -  MORRISBURG (1964)
 PH1900
 PH1900                         *CURRENT SURVEY CONTROL
 PH1900  ___________________________________________________________________
 PH1900* NAD 83(1996)-  44 52 56.11752(N)    075 12 09.65897(W)     ADJUSTED  
 PH1900* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1900  ___________________________________________________________________
 PH1900  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 PH1900  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 PH1900
 PH1900  HORZ ORDER  -  THIRD
 PH1900
 PH1900.The horizontal coordinates were established by classical geodetic methods
 PH1900.and adjusted by the National Geodetic Survey in January 1999..
 PH1900
 PH1900.The orthometric height was scaled from a topographic map.
 PH1900
 PH1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1900
 PH1900.The geoid height was determined by GEOID03.
 PH1900
 PH1900;                    North         East     Units Scale Factor Converg.
 PH1900;SPC NY E     -   672,030.645    94,487.851   MT  0.99993788   -0 29 45.1
 PH1900;SPC NY E     - 2,204,820.54    309,998.89   sFT  0.99993788   -0 29 45.1
 PH1900;UTM  18      - 4,969,890.523   483,992.791   MT  0.99960315   -0 08 34.9
 PH1900
 PH1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1900!SPC NY E     -   0.99999304  x   0.99993788  =   0.99993092
 PH1900!UTM  18      -   0.99999304  x   0.99960315  =   0.99959619
 PH1900
 PH1900                          SUPERSEDED SURVEY CONTROL
 PH1900
 PH1900  NAD 83(1986)-  44 52 56.12485(N)    075 12 09.65927(W) AD(       ) 4
 PH1900  NAD 27      -  44 52 55.93353(N)    075 12 10.93839(W) AD(       ) 3
 PH1900
 PH1900.Superseded values are not recommended for survey control.
 PH1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1900.See file dsdata.txt to determine how the superseded data were derived.
 PH1900
 PH1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8399369891(NAD 83)
 PH1900_MARKER: 14 = NAVIGATION LIGHT
 PH1900
 PH1900  HISTORY     - Date     Condition        Report By
 PH1900  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1900  HISTORY     - 19950804 GOOD             USPSQD
 PH1900
 PH1900                          STATION DESCRIPTION
 PH1900
 PH1900'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1900'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL NEAR THE SHORE SOUTH OF
 PH1900'MARIATOWN.  A RED LIGHT ON TOP OF A CIRCULAR CONCRETE COLUMN 4 FEET
 PH1900'IN DIAMETER.
 PH1900
 PH1900                          STATION RECOVERY (1995)
 PH1900
 PH1900'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1902 ***********************************************************************
 PH1902  DESIGNATION -  CHANNEL LIGHT 96 IBC
 PH1902  PID         -  PH1902
 PH1902  STATE/COUNTY-  NY/ST LAWRENCE
 PH1902  USGS QUAD   -  MORRISBURG (1964)
 PH1902
 PH1902                         *CURRENT SURVEY CONTROL
 PH1902  ___________________________________________________________________
 PH1902* NAD 83(1996)-  44 52 35.94286(N)    075 13 30.08956(W)     ADJUSTED  
 PH1902* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1902  ___________________________________________________________________
 PH1902  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 PH1902  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 PH1902
 PH1902  HORZ ORDER  -  THIRD
 PH1902
 PH1902.The horizontal coordinates were established by classical geodetic methods
 PH1902.and adjusted by the National Geodetic Survey in January 1999..
 PH1902
 PH1902.The orthometric height was scaled from a topographic map.
 PH1902
 PH1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1902
 PH1902.The geoid height was determined by GEOID03.
 PH1902
 PH1902;                    North         East     Units Scale Factor Converg.
 PH1902;SPC NY E     -   671,423.448    92,717.280   MT  0.99994034   -0 30 41.7
 PH1902;SPC NY E     - 2,202,828.43    304,189.94   sFT  0.99994034   -0 30 41.7
 PH1902;UTM  18      - 4,969,272.642   482,226.585   MT  0.99960388   -0 09 31.6
 PH1902
 PH1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1902!SPC NY E     -   0.99999352  x   0.99994034  =   0.99993386
 PH1902!UTM  18      -   0.99999352  x   0.99960388  =   0.99959740
 PH1902
 PH1902                          SUPERSEDED SURVEY CONTROL
 PH1902
 PH1902  NAD 83(1986)-  44 52 35.94991(N)    075 13 30.09058(W) AD(       ) 4
 PH1902  NAD 27      -  44 52 35.76100(N)    075 13 31.36200(W) AD(       ) 3
 PH1902
 PH1902.Superseded values are not recommended for survey control.
 PH1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1902.See file dsdata.txt to determine how the superseded data were derived.
 PH1902
 PH1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8222769273(NAD 83)
 PH1902_MARKER: 14 = NAVIGATION LIGHT
 PH1902
 PH1902  HISTORY     - Date     Condition        Report By
 PH1902  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1902  HISTORY     - 19950804 GOOD             USPSQD
 PH1902
 PH1902                          STATION DESCRIPTION
 PH1902
 PH1902'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1902'ON THE NORTHERN SIDE OF THE SHIPPING CHANNEL NORTH OF THE WOODS ON
 PH1902'THE WESTERN END OF OGDEN ISLAND.  A RED LIGHT ON TOP OF A CIRCULAR
 PH1902'CONCRETE COLUMN 4 FEET IN DIAMETER ON A SQUARE BASE AND LOCATED IN THE
 PH1902'WATER.
 PH1902
 PH1902                          STATION RECOVERY (1995)
 PH1902
 PH1902'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1875 ***********************************************************************
 PH1875  DESIGNATION -  CHANNEL LIGHT 97 IBC
 PH1875  PID         -  PH1875
 PH1875  STATE/COUNTY-  NY/ST LAWRENCE
 PH1875  USGS QUAD   -  WADDINGTON (1964)
 PH1875
 PH1875                         *CURRENT SURVEY CONTROL
 PH1875  ___________________________________________________________________
 PH1875* NAD 83(1996)-  44 51 59.38304(N)    075 14 21.59054(W)     ADJUSTED  
 PH1875* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 PH1875  ___________________________________________________________________
 PH1875  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 PH1875  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 PH1875
 PH1875  HORZ ORDER  -  THIRD
 PH1875
 PH1875.The horizontal coordinates were established by classical geodetic methods
 PH1875.and adjusted by the National Geodetic Survey in January 1999..
 PH1875
 PH1875.The orthometric height was scaled from a topographic map.
 PH1875
 PH1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1875
 PH1875.The geoid height was determined by GEOID03.
 PH1875
 PH1875;                    North         East     Units Scale Factor Converg.
 PH1875;SPC NY E     -   670,305.178    91,576.732   MT  0.99994196   -0 31 17.7
 PH1875;SPC NY E     - 2,199,159.57    300,447.99   sFT  0.99994196   -0 31 17.7
 PH1875;UTM  18      - 4,968,147.750   481,093.326   MT  0.99960440   -0 10 07.8
 PH1875
 PH1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1875!SPC NY E     -   0.99999353  x   0.99994196  =   0.99993549
 PH1875!UTM  18      -   0.99999353  x   0.99960440  =   0.99959793
 PH1875
 PH1875                          SUPERSEDED SURVEY CONTROL
 PH1875
 PH1875  NAD 83(1986)-  44 51 59.39024(N)    075 14 21.59160(W) AD(       ) 4
 PH1875  NAD 27      -  44 51 59.18900(N)    075 14 22.88600(W) AD(       ) 3
 PH1875
 PH1875.Superseded values are not recommended for survey control.
 PH1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1875.See file dsdata.txt to determine how the superseded data were derived.
 PH1875
 PH1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8109368148(NAD 83)
 PH1875_MARKER: 14 = NAVIGATION LIGHT
 PH1875
 PH1875  HISTORY     - Date     Condition        Report By
 PH1875  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH1875  HISTORY     - 19950804 GOOD             USPSQD
 PH1875
 PH1875                          STATION DESCRIPTION
 PH1875
 PH1875'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1875'ON THE SOUTHERN SIDE OF THE SHIPPING CHANNEL NEAR THE NORTH - WESTERN
 PH1875'POINT OF OGDEN ISLAND.  A GREEN LIGHT ON TOP OF A POLE.
 PH1875
 PH1875                          STATION RECOVERY (1995)
 PH1875
 PH1875'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1585 ***********************************************************************
 PH1585  DESIGNATION -  CHAP
 PH1585  PID         -  PH1585
 PH1585  STATE/COUNTY-  NY/FRANKLIN
 PH1585  USGS QUAD   -  MEACHAM LAKE (1980)
 PH1585
 PH1585                         *CURRENT SURVEY CONTROL
 PH1585  ___________________________________________________________________
 PH1585* NAD 83(1996)-  44 36 35.36942(N)    074 21 56.25243(W)     ADJUSTED  
 PH1585* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 PH1585  ___________________________________________________________________
 PH1585  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 PH1585  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PH1585
 PH1585  HORZ ORDER  -  THIRD
 PH1585
 PH1585.The horizontal coordinates were established by classical geodetic methods
 PH1585.and adjusted by the National Geodetic Survey in January 1999..
 PH1585
 PH1585.The orthometric height was scaled from a topographic map.
 PH1585
 PH1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1585
 PH1585.The geoid height was determined by GEOID03.
 PH1585
 PH1585;                    North         East     Units Scale Factor Converg.
 PH1585;SPC NY E     -   641,527.962   160,665.584   MT  0.99990140   +0 05 39.7
 PH1585;SPC NY E     - 2,104,746.32    527,117.00   sFT  0.99990140   +0 05 39.7
 PH1585;UTM  18      - 4,939,804.073   550,336.584   MT  0.99963116   +0 26 43.9
 PH1585
 PH1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1585!SPC NY E     -   0.99992664  x   0.99990140  =   0.99982805
 PH1585!UTM  18      -   0.99992664  x   0.99963116  =   0.99955783
 PH1585
 PH1585|---------------------------------------------------------------------|
 PH1585| PID    Reference Object                     Distance      Geod. Az  |
 PH1585|                                                           dddmmss.s |
 PH1585| CZ7650 CHAP RM 1                            36.024 METERS 00544     |
 PH1585| PH1581 FURNACE                             APPROX. 4.8 KM 0351755.1 |
 PH1585| DE4489 CHAP RM 2                            34.766 METERS 12020     |
 PH1585| DE4490 CHAP RM 3                            94.723 METERS 13552     |
 PH1585|---------------------------------------------------------------------|
 PH1585
 PH1585                          SUPERSEDED SURVEY CONTROL
 PH1585
 PH1585  NAD 83(1986)-  44 36 35.37716(N)    074 21 56.25485(W) AD(       ) 3
 PH1585  NAD 27      -  44 36 35.17013(N)    074 21 57.68163(W) AD(       ) 3
 PH1585
 PH1585.Superseded values are not recommended for survey control.
 PH1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1585.See file dsdata.txt to determine how the superseded data were derived.
 PH1585
 PH1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5033739804(NAD 83)
 PH1585_MARKER: DS = TRIANGULATION STATION DISK
 PH1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1585
 PH1585  HISTORY     - Date     Condition        Report By
 PH1585  HISTORY     - 1963     MONUMENTED       CGS
 PH1585
 PH1585                          STATION DESCRIPTION
 PH1585
 PH1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1585'NO MEASUREMENT BETWEEN R.M.S, TREES ON LINE.
 PH1585'
 PH1585'ABOUT 15 MILES SOUTH OF MALONE, 6 MILES SOUTHWEST OF DUANE, 5 MILES
 PH1585'SOUTHEAST OF SANTA CLARA, AND ON THE PROPERTY OF THE ST. REGIS
 PH1585'PAPER CO.  IT IS 28 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 PH1585'72, 17 FEET NORTH OF A 24 INCH MAPLE TREE AND 5 FEET WEST OF A
 PH1585'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 PH1585'STAMPED CHAP 1963.
 PH1585'
 PH1585'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 30
 PH1585'(ABOUT 21 MILES SOUTH OF MALONE), GO NORTHWEST ON HIGHWAY 72 FOR
 PH1585'4.05 MILES TO A BRIDGE OVER CLEAR BROOK.  CONTINUE NORTHWEST ON
 PH1585'HIGHWAY 72 FOR 1.8 MILES TO THE STATION ON THE LEFT.
 PH1585'
 PH1585'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD, 9
 PH1585'FEET NORTHWEST OF A 14 INCH MAPLE TREE AND 4 FEET SOUTH OF A 12
 PH1585'INCH MAPLE TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 PH1585'STAMPED CHAP NO 1 1963.
 PH1585'
 PH1585'REFERENCE MARK 2 IS 20 FEET NORTH OF AN 18 INCH TWIN TRUNK MAPLE
 PH1585'TREE, 26 FEET EAST OF THE CENTERLINE OF THE ROAD AND 6 FEET
 PH1585'SOUTHWEST OF A 14 INCH MAPLE TREE.  THE MONUMENT PROJECTS 2
 PH1585'INCHES AND THE DISK IS STAMPED CHAP NO 2 1963.
 PH1585'
 PH1585'REFERENCE MARK 3 IS 20 FEET SOUTHWEST OF A 14 INCH MAPLE TREE,
 PH1585'22 FEET NORTHWEST OF A 20 INCH BEECH TREE, 17 FEET SOUTHEAST OF THE
 PH1585'CENTERLINE OF THE ROAD AND 3 FEET NORTH OF A WITNESS POST.  THE
 PH1585'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHAP NO 3
 PH1585'1963.
 PH1585'
 PH1585'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2337 ***********************************************************************
 KU2337  DESIGNATION -  CHAPEL
 KU2337  PID         -  KU2337
 KU2337  STATE/COUNTY-  NY/SUFFOLK
 KU2337  USGS QUAD   -  SAINT JAMES (1979)
 KU2337
 KU2337                         *CURRENT SURVEY CONTROL
 KU2337  ___________________________________________________________________
 KU2337* NAD 83(1996)-  40 55 22.61050(N)    073 07 48.11815(W)     ADJUSTED  
 KU2337* NAVD 88     -                                                        
 KU2337  ___________________________________________________________________
 KU2337  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KU2337  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KU2337
 KU2337  HORZ ORDER  -  THIRD
 KU2337
 KU2337.The horizontal coordinates were established by classical geodetic methods
 KU2337.and adjusted by the National Geodetic Survey in January 1999..
 KU2337
 KU2337
 KU2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2337
 KU2337.The geoid height was determined by GEOID03.
 KU2337
 KU2337;                    North         East     Units Scale Factor Converg.
 KU2337;SPC NY L     -    84,346.528   373,278.504   MT  0.99999571   +0 34 08.5
 KU2337;SPC NY L     -   276,726.90  1,224,664.56   sFT  0.99999571   +0 34 08.5
 KU2337;SPC CT       -   162,422.957   272,788.108   MT  1.00003955   -0 15 07.1
 KU2337;SPC CT       -   532,882.65    894,972.32   sFT  1.00003955   -0 15 07.1
 KU2337;UTM  18      - 4,531,886.951   657,454.130   MT  0.99990514   +1 13 30.6
 KU2337
 KU2337                          SUPERSEDED SURVEY CONTROL
 KU2337
 KU2337  NAD 83(1996)-  40 55 22.61223(N)    073 07 48.11783(W) AD(       ) 4
 KU2337  NAD 83(1992)-  40 55 22.61104(N)    073 07 48.11709(W) AD(       ) 4
 KU2337  NAD 83(1986)-  40 55 22.61405(N)    073 07 48.11958(W) AD(       ) 4
 KU2337  NAD 27      -  40 55 22.26000(N)    073 07 49.74000(W) AD(       ) 3
 KU2337
 KU2337.Superseded values are not recommended for survey control.
 KU2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2337.See file dsdata.txt to determine how the superseded data were derived.
 KU2337
 KU2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5745431887(NAD 83)
 KU2337_MARKER: 55 = TOWER
 KU2337
 KU2337  HISTORY     - Date     Condition        Report By
 KU2337  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2337  HISTORY     - 1939     GOOD             CGS
 KU2337
 KU2337                          STATION DESCRIPTION
 KU2337
 KU2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 KU2337'STATION IS THE WHITE CUPOLA AND BELL TOWER SURMOUNTING THE
 KU2337'MEMORIAL CHAPEL (RED BRICK BUILDING) ON THE GROUNDS OF THE STONY
 KU2337'BROOK BOYS SCHOOL, STONEY BROOK STATION.
 KU2337'
 KU2337'STATION BROOK IS 50.7 METERS N 05 DEG 43 MIN E.
 KU2337'SEC AND STATION CEMETERY HILL IS N 75 DEG 38 MIN E.
 KU2337
 KU2337                          STATION RECOVERY (1939)
 KU2337
 KU2337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2337'TOWER ON JOHNSON HALL AT STONY BROOK BOYS SCHOOL OPPOSITE STONY
 KU2337'BROOK RAILROAD STATION.  TOWER HAS A CLOCK AND IS ROOFED WITH
 KU2337'TARPAPER SHINGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2220 ***********************************************************************
 PH2220  DESIGNATION -  CHAPMAN 1902 USLS
 PH2220  PID         -  PH2220
 PH2220  STATE/COUNTY-  NY/ST LAWRENCE
 PH2220  USGS QUAD   -  MORRISTOWN (1982)
 PH2220
 PH2220                         *CURRENT SURVEY CONTROL
 PH2220  ___________________________________________________________________
 PH2220* NAD 83(1996)-  44 33 32.43440(N)    075 41 44.88679(W)     ADJUSTED  
 PH2220* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2220  ___________________________________________________________________
 PH2220  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 PH2220  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 PH2220
 PH2220  HORZ ORDER  -  THIRD
 PH2220
 PH2220.The horizontal coordinates were established by classical geodetic methods
 PH2220.and adjusted by the National Geodetic Survey in January 1999..
 PH2220
 PH2220.The orthometric height was scaled from a topographic map.
 PH2220
 PH2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2220
 PH2220.The geoid height was determined by GEOID03.
 PH2220
 PH2220;                    North         East     Units Scale Factor Converg.
 PH2220;SPC NY E     -   636,568.566    55,003.756   MT  1.00001094   -0 50 20.7
 PH2220;SPC NY E     - 2,088,475.37    180,458.16   sFT  1.00001094   -0 50 20.7
 PH2220;UTM  18      - 4,934,199.281   444,741.114   MT  0.99963755   -0 29 17.6
 PH2220
 PH2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2220!SPC NY E     -   0.99999323  x   1.00001094  =   1.00000417
 PH2220!UTM  18      -   0.99999323  x   0.99963755  =   0.99963078
 PH2220
 PH2220:                Primary Azimuth Mark                     Grid Az
 PH2220:SPC NY E     -  BROCKVILLE PRESBY CH SPIRE IBC           012 56 28.2
 PH2220:UTM  18      -  BROCKVILLE PRESBY CH SPIRE IBC           012 35 25.1
 PH2220
 PH2220|---------------------------------------------------------------------|
 PH2220| PID    Reference Object                     Distance      Geod. Az  |
 PH2220|                                                           dddmmss.s |
 PH2220| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX. 3.6 KM 0120607.5 |
 PH2220| PH2234 TAYLOR USLS REF MK 2                APPROX. 1.2 KM 2243036.5 |
 PH2220|---------------------------------------------------------------------|
 PH2220
 PH2220                          SUPERSEDED SURVEY CONTROL
 PH2220
 PH2220  NAD 83(1986)-  44 33 32.44189(N)    075 41 44.88746(W) AD(       ) 3
 PH2220  NAD 27      -  44 33 32.23400(N)    075 41 46.06000(W) AD(       ) 3
 PH2220
 PH2220.Superseded values are not recommended for survey control.
 PH2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2220.See file dsdata.txt to determine how the superseded data were derived.
 PH2220
 PH2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4474134199(NAD 83)
 PH2220_MARKER: DD = SURVEY DISK
 PH2220_SETTING: 66 = SET IN ROCK OUTCROP
 PH2220_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PH2220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2220+STABILITY: POSITION/ELEVATION WELL
 PH2220
 PH2220  HISTORY     - Date     Condition        Report By
 PH2220  HISTORY     - 1902     MONUMENTED       USLS
 PH2220  HISTORY     - 1957     GOOD             IBC
 PH2220
 PH2220                          STATION DESCRIPTION
 PH2220
 PH2220'DESCRIBED BY US LAKE SURVEY 1902
 PH2220'ABOUT 3 MILES SOUTHWEST OF MORRISTOWN AND ABOUT ONE - HALF MILE
 PH2220'SOUTHWEST OF DELACK POINT.  THE STATION IS ON A SMALL ROCKY POINT OF
 PH2220'THE SOUTH SHORE LINE OF THE ST LAWRENCE RIVER, ON FLAT LEDGE ROCK
 PH2220'ABOUT 40 FEET FROM THE END OF THE POINT, AND ABOUT 30 FEET FROM A LOW
 PH2220'BANK AND A TREE LINE.  IT IS 116.27 FEET WEST - SOUTHWEST OF A
 PH2220'3/4 - INCH DRILL HOLE IN THE LEDGE ROCK, 15.39 FEET NORTHEAST OF A
 PH2220'1-1/2 INCH PIPE PROJECTING 3 INCHES ABOVE THE LEDGE ROCK, AND 52.99
 PH2220'FEET NORTHEAST OF A FENCE POST SET IN CONCRETE.  THE ELEVATION ABOVE
 PH2220'THE RIVER IS ABOUT 4 FEET.
 PH2220'
 PH2220'STATION MARK--A UNITED STATES LAKE SURVEY STANDARD BRONZE - DISK
 PH2220'STATION MARK STAMPED---CHAPMAN 1902---SET IN A DRILL HOLE IN THE
 PH2220'LEDGE ROCK.
 PH2220
 PH2220                          STATION RECOVERY (1957)
 PH2220
 PH2220'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2220'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2302 ***********************************************************************
 PH2302  DESIGNATION -  CHARLES IBC
 PH2302  PID         -  PH2302
 PH2302  STATE/COUNTY-  NY/ST LAWRENCE
 PH2302  USGS QUAD   -  CORNWALL WEST (1964)
 PH2302
 PH2302                         *CURRENT SURVEY CONTROL
 PH2302  ___________________________________________________________________
 PH2302* NAD 83(1996)-  45 00 29.76790(N)    074 50 36.64682(W)     ADJUSTED  
 PH2302* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2302  ___________________________________________________________________
 PH2302  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PH2302  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 PH2302
 PH2302  HORZ ORDER  -  THIRD
 PH2302
 PH2302.The horizontal coordinates were established by classical geodetic methods
 PH2302.and adjusted by the National Geodetic Survey in January 1999..
 PH2302
 PH2302.The orthometric height was scaled from a topographic map.
 PH2302
 PH2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2302
 PH2302.The geoid height was determined by GEOID03.
 PH2302
 PH2302;                    North         East     Units Scale Factor Converg.
 PH2302;SPC NY E     -   685,850.463   122,921.691   MT  0.99990901   -0 14 34.6
 PH2302;SPC NY E     - 2,250,161.06    403,285.58   sFT  0.99990901   -0 14 34.6
 PH2302;UTM  18      - 4,983,880.876   512,331.795   MT  0.99960187   +0 06 38.4
 PH2302
 PH2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2302!SPC NY E     -   0.99999294  x   0.99990901  =   0.99990195
 PH2302!UTM  18      -   0.99999294  x   0.99960187  =   0.99959481
 PH2302
 PH2302                          SUPERSEDED SURVEY CONTROL
 PH2302
 PH2302  NAD 83(1986)-  45 00 29.76755(N)    074 50 36.65860(W) AD(       ) 3
 PH2302  NAD 27      -  45 00 29.58886(N)    074 50 38.03728(W) AD(       ) 3
 PH2302
 PH2302.Superseded values are not recommended for survey control.
 PH2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2302.See file dsdata.txt to determine how the superseded data were derived.
 PH2302
 PH2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1233283881(NAD 83)
 PH2302_MARKER: DD = SURVEY DISK
 PH2302_SETTING: 80 = SET IN A BOULDER
 PH2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2302+STABILITY: SURFACE MOTION
 PH2302
 PH2302  HISTORY     - Date     Condition        Report By
 PH2302  HISTORY     - 1959     MONUMENTED       IBC
 PH2302
 PH2302                          STATION DESCRIPTION
 PH2302
 PH2302'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2302'ON BARNHART ISLAND, ON THE FIRST POINT EAST OF THE PARK ON THE
 PH2302'NORTH - WESTERN CORNER OF THE ISLAND.  THE STATION IS ABOUT 25 FEET
 PH2302'WEST OF THE LINE OF THE OLD ROCK FENCE LEADING TO THE OLD ROAD, AND
 PH2302'ABOUT 60 FEET EAST TO THE END OF THE VEGETATION NEAR THE LAKE.  AN
 PH2302'8 - INCH BIRCH TREE IS ABOUT 12 FEET NORTHERLY OF THE STATION.
 PH2302'
 PH2302'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH2302'BRONZE DISK STATION MARK SET IN A ROCK 2 BY 2 FEET IN AREA AND ABOUT
 PH2302'4 INCHES ABOVE GROUND LEVEL.  REFERENCE MARK 1 IS A 3/4 - INCH DRILL
 PH2302'HOLE 1/2 - INCH DEEP IN A ROCK 3 BY 3 BY 1-1/2 - FEET HIGH, NORTHERLY
 PH2302'TOWARDS THE POINT, DISTANT 35.37 FEET.  REFERENCE MARK 2 IS A
 PH2302'SIMILAR MARK IN A ROCK 2  - BY 3 - BY 1/2 - FOOT HIGH, IN AN EASTERLY
 PH2302'DIRECTION, DISTANT 11.88 FEET.  REFERENCE MONUMENT 14, LIES
 PH2302'S 00 DEG 05 MIN W, DISTANT 564.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2289 ***********************************************************************
 PH2289  DESIGNATION -  CHARLES REF MK 1 IBC
 PH2289  PID         -  PH2289
 PH2289  STATE/COUNTY-  NY/ST LAWRENCE
 PH2289  USGS QUAD   -  CORNWALL WEST (1964)
 PH2289
 PH2289                         *CURRENT SURVEY CONTROL
 PH2289  ___________________________________________________________________
 PH2289* NAD 83(1996)-  45 00 30.11420(N)    074 50 36.58307(W)     ADJUSTED  
 PH2289* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2289  ___________________________________________________________________
 PH2289  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PH2289  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 PH2289
 PH2289  HORZ ORDER  -  THIRD
 PH2289
 PH2289.The horizontal coordinates were established by classical geodetic methods
 PH2289.and adjusted by the National Geodetic Survey in January 1999..
 PH2289
 PH2289.The orthometric height was scaled from a topographic map.
 PH2289
 PH2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2289
 PH2289.The geoid height was determined by GEOID03.
 PH2289
 PH2289;                    North         East     Units Scale Factor Converg.
 PH2289;SPC NY E     -   685,861.146   122,923.132   MT  0.99990901   -0 14 34.5
 PH2289;SPC NY E     - 2,250,196.11    403,290.31   sFT  0.99990901   -0 14 34.5
 PH2289;UTM  18      - 4,983,891.565   512,333.170   MT  0.99960187   +0 06 38.5
 PH2289
 PH2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2289!SPC NY E     -   0.99999294  x   0.99990901  =   0.99990195
 PH2289!UTM  18      -   0.99999294  x   0.99960187  =   0.99959481
 PH2289
 PH2289                          SUPERSEDED SURVEY CONTROL
 PH2289
 PH2289  NAD 83(1986)-  45 00 30.11384(N)    074 50 36.59485(W) AD(       ) 3
 PH2289  NAD 27      -  45 00 29.93516(N)    074 50 37.97356(W) AD(       ) 3
 PH2289
 PH2289.Superseded values are not recommended for survey control.
 PH2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2289.See file dsdata.txt to determine how the superseded data were derived.
 PH2289
 PH2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1233383892(NAD 83)
 PH2289_MARKER: H = DRILL HOLE
 PH2289_SETTING: 80 = SET IN A BOULDER
 PH2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2289+STABILITY: SURFACE MOTION
 PH2289
 PH2289  HISTORY     - Date     Condition        Report By
 PH2289  HISTORY     - 1959     MONUMENTED       IBC
 PH2289
 PH2289                          STATION DESCRIPTION
 PH2289
 PH2289'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2289'ON BARNHART ISLAND, ON THE FIRST POINT EAST OF THE PARK ON THE
 PH2289'NORTH - WESTERN CORNER OF THE ISLAND.
 PH2289'
 PH2289'STATION MARK--REFERENCE MARK 1 IS A 3/4 - INCH DRILL HOLE 1/2 - INCH
 PH2289'DEEP IN A ROCK 3 - BY 3 - BY 1-1/2 - FEET HIGH, NORTHERLY TOWARDS THE
 PH2289'POINT, DISTANT 35.37 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2301 ***********************************************************************
 PH2301  DESIGNATION -  CHARLES REF MK 2 IBC
 PH2301  PID         -  PH2301
 PH2301  STATE/COUNTY-  NY/ST LAWRENCE
 PH2301  USGS QUAD   -  CORNWALL WEST (1964)
 PH2301
 PH2301                         *CURRENT SURVEY CONTROL
 PH2301  ___________________________________________________________________
 PH2301* NAD 83(1996)-  45 00 29.77229(N)    074 50 36.48158(W)     ADJUSTED  
 PH2301* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2301  ___________________________________________________________________
 PH2301  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 PH2301  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 PH2301
 PH2301  HORZ ORDER  -  THIRD
 PH2301
 PH2301.The horizontal coordinates were established by classical geodetic methods
 PH2301.and adjusted by the National Geodetic Survey in January 1999..
 PH2301.No horizontal observational check was made to the station.
 PH2301
 PH2301.The orthometric height was scaled from a topographic map.
 PH2301
 PH2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2301
 PH2301.The geoid height was determined by GEOID03.
 PH2301
 PH2301;                    North         East     Units Scale Factor Converg.
 PH2301;SPC NY E     -   685,850.583   122,925.309   MT  0.99990901   -0 14 34.5
 PH2301;SPC NY E     - 2,250,161.45    403,297.45   sFT  0.99990901   -0 14 34.5
 PH2301;UTM  18      - 4,983,881.019   512,335.412   MT  0.99960187   +0 06 38.5
 PH2301
 PH2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2301!SPC NY E     -   0.99999294  x   0.99990901  =   0.99990195
 PH2301!UTM  18      -   0.99999294  x   0.99960187  =   0.99959481
 PH2301
 PH2301                          SUPERSEDED SURVEY CONTROL
 PH2301
 PH2301  NAD 83(1986)-  45 00 29.77194(N)    074 50 36.49336(W) AD(       ) 3
 PH2301  NAD 27      -  45 00 29.59325(N)    074 50 37.87205(W) AD(       ) 3
 PH2301
 PH2301.Superseded values are not recommended for survey control.
 PH2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2301.See file dsdata.txt to determine how the superseded data were derived.
 PH2301
 PH2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1233583881(NAD 83)
 PH2301_MARKER: H = DRILL HOLE
 PH2301_SETTING: 80 = SET IN A BOULDER
 PH2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2301+STABILITY: SURFACE MOTION
 PH2301
 PH2301  HISTORY     - Date     Condition        Report By
 PH2301  HISTORY     - 1959     MONUMENTED       IBC
 PH2301
 PH2301                          STATION DESCRIPTION
 PH2301
 PH2301'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2301'ON BARNHART ISLAND, ON THE FIRST POINT EAST OF THE PARK ON THE
 PH2301'NORTH - WESTERN CORNER OF THE ISLAND.
 PH2301'
 PH2301'STATION MARK--REFERENCE MARK 2 IS A SIMILAR MARK IN A ROCK 2 - BY
 PH2301'3 - BY 1/2 - FOOT HIGH, IN AN EASTERLY DIRECTION, DISTANT 11.88 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2635 ***********************************************************************
 MZ2635  DESIGNATION -  CHARLTON MUN TANK
 MZ2635  PID         -  MZ2635
 MZ2635  STATE/COUNTY-  NY/SARATOGA
 MZ2635  USGS QUAD   -  BURNT HILLS (1980)
 MZ2635
 MZ2635                         *CURRENT SURVEY CONTROL
 MZ2635  ___________________________________________________________________
 MZ2635* NAD 83(1996)-  42 55 50.88384(N)    073 58 01.83650(W)     ADJUSTED  
 MZ2635* NAVD 88     -                                                        
 MZ2635  ___________________________________________________________________
 MZ2635  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MZ2635  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 MZ2635
 MZ2635  HORZ ORDER  -  THIRD
 MZ2635
 MZ2635.The horizontal coordinates were established by classical geodetic methods
 MZ2635.and adjusted by the National Geodetic Survey in January 1999..
 MZ2635
 MZ2635
 MZ2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2635
 MZ2635.The geoid height was determined by GEOID03.
 MZ2635
 MZ2635;                    North         East     Units Scale Factor Converg.
 MZ2635;SPC NY E     -   455,122.999   193,491.340   MT  0.99992326   +0 21 46.5
 MZ2635;SPC NY E     - 1,493,182.71    634,812.84   sFT  0.99992326   +0 21 46.5
 MZ2635;UTM  18      - 4,753,647.829   584,278.463   MT  0.99968738   +0 42 12.6
 MZ2635
 MZ2635                          SUPERSEDED SURVEY CONTROL
 MZ2635
 MZ2635  NAD 83(1996)-  42 55 50.88762(N)    073 58 01.83736(W) AD(       ) 4
 MZ2635  NAD 83(1992)-  42 55 50.88814(N)    073 58 01.83696(W) AD(       ) 4
 MZ2635  NAD 83(1986)-  42 55 50.88818(N)    073 58 01.83639(W) AD(       ) 4
 MZ2635  NAD 27      -  42 55 50.61591(N)    073 58 03.38323(W) AD(       ) 3
 MZ2635
 MZ2635.Superseded values are not recommended for survey control.
 MZ2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2635.See file dsdata.txt to determine how the superseded data were derived.
 MZ2635
 MZ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN8427853648(NAD 83)
 MZ2635_MARKER: 53 = ELEVATED TANK
 MZ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2635+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 MZ2635
 MZ2635  HISTORY     - Date     Condition        Report By
 MZ2635  HISTORY     - 1973     FIRST OBSERVED   NGS
 MZ2635  HISTORY     - 19940622 GOOD             USPSQD
 MZ2635  HISTORY     - 20010625 GOOD             USPSQD
 MZ2635  HISTORY     - 20020628 GOOD             USPSQD
 MZ2635  HISTORY     - 20030822 GOOD             USPSQD
 MZ2635  HISTORY     - 20040823 GOOD             USPSQD
 MZ2635  HISTORY     - 20050824 GOOD             USPSQD
 MZ2635
 MZ2635                          STATION DESCRIPTION
 MZ2635
 MZ2635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2635'THE STATION, CHARLTON MUNICIPAL WATER TANK, IS THE CENTER OF THE
 MZ2635'TOP OF A PEDESTAL-SPHERE TYPE WATER TANK, THAT HAS AN OVERALL
 MZ2635'HEIGHT OF 110 FEET.  THE STRUCTURE IS PAINTED GREEN AND IS
 MZ2635'OWNED BY THE CITY OF CHARLTON.
 MZ2635'
 MZ2635'TO REACH FROM THE JUNCTION OF COUNTY ROADS 51 AND 52 IN THE WEST
 MZ2635'EDGE OF CHARLTON, GO SOUTH ON COUNTY ROAD 52, SWAGGERTOWN ROAD, FOR
 MZ2635'0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.05 MILE
 MZ2635'TO THE STATION ON THE LEFT, IT IS 84 FEET NORTH OF THE MIDDLE OF
 MZ2635'THE ROAD.
 MZ2635
 MZ2635                          STATION RECOVERY (1994)
 MZ2635
 MZ2635'RECOVERY NOTE BY US POWER SQUADRON 1994
 MZ2635'RECOVERED IN GOOD CONDITION.
 MZ2635
 MZ2635                          STATION RECOVERY (2001)
 MZ2635
 MZ2635'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2635'RECOVERED IN GOOD CONDITION.
 MZ2635
 MZ2635                          STATION RECOVERY (2002)
 MZ2635
 MZ2635'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2635'RECOVERED IN GOOD CONDITION.
 MZ2635
 MZ2635                          STATION RECOVERY (2003)
 MZ2635
 MZ2635'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2635'RECOVERED IN GOOD CONDITION.
 MZ2635
 MZ2635                          STATION RECOVERY (2004)
 MZ2635
 MZ2635'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2635'RECOVERED IN GOOD CONDITION.
 MZ2635
 MZ2635                          STATION RECOVERY (2005)
 MZ2635
 MZ2635'RECOVERY NOTE BY US POWER SQUADRON 2005
 MZ2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0651 ***********************************************************************
 OF0651  DESIGNATION -  CHART
 OF0651  PID         -  OF0651
 OF0651  STATE/COUNTY-  NY/OSWEGO
 OF0651  USGS QUAD   -  OSWEGO WEST (1978)
 OF0651
 OF0651                         *CURRENT SURVEY CONTROL
 OF0651  ___________________________________________________________________
 OF0651* NAD 83(1986)-  43 27 44.     (N)    076 30 38.     (W)     SCALED    
 OF0651* NAVD 88     -        77.896  (meters)     255.56   (feet)  ADJUSTED  
 OF0651  ___________________________________________________________________
 OF0651  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0651  DYNAMIC HT  -          77.880 (meters)     255.51  (feet)  COMP
 OF0651  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OF0651
 OF0651  VERT ORDER  -  FIRST     CLASS II
 OF0651
 OF0651.The horizontal coordinates were scaled from a topographic map and have
 OF0651.an estimated accuracy of +/- 6 seconds.
 OF0651
 OF0651.The orthometric height was determined by differential leveling
 OF0651.and adjusted by the National Geodetic Survey in June 1991..
 OF0651
 OF0651.The geoid height was determined by GEOID03.
 OF0651
 OF0651.The dynamic height is computed by dividing the NAVD 88
 OF0651.geopotential number by the normal gravity value computed on the
 OF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0651.degrees latitude (g = 980.6199 gals.).
 OF0651
 OF0651.The modeled gravity was interpolated from observed gravity values.
 OF0651
 OF0651;                    North         East    Units  Estimated Accuracy
 OF0651;SPC NY C     -   384,520.      255,890.      MT  (+/- 180 meters Scaled)
 OF0651
 OF0651                          SUPERSEDED SURVEY CONTROL
 OF0651
 OF0651  NGVD 29 (??/??/92)   78.10   (m)          256.2    (f) COMPUTED    1 2
 OF0651
 OF0651.Superseded values are not recommended for survey control.
 OF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0651.See file dsdata.txt to determine how the superseded data were derived.
 OF0651
 OF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP778132(NAD 83)
 OF0651_MARKER: B = BOLT
 OF0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0651_SP_SET: CONCRETE BASE
 OF0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0651
 OF0651  HISTORY     - Date     Condition        Report By
 OF0651  HISTORY     - UNK      MONUMENTED       USLS
 OF0651  HISTORY     - 1968     GOOD             NGS
 OF0651
 OF0651                          STATION DESCRIPTION
 OF0651
 OF0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0651'AT OSWEGO.
 OF0651'CHART IS AT OSWEGO, OSWEGO COUNTY, NEW YORK, ON EAST SIDE OF OSWEGO
 OF0651'RIVER NEAR ITS MOUTH, IN OPEN STORAGE AND PARKING AREA ADJACENT TO
 OF0651'AND SOUTH OF PORT OF OSWEGO AUTHORITY MAIN WAREHOUSE, ON EAST FACE OF
 OF0651'CONCRETE BASE SUPPORTING SOUTHERLY OF THREE LAMP POSTS, 1.3 FEET
 OF0651'FROM THE SOUTHEAST AND 1.1 FEET FROM NORTHEAST CORNER OF THE CONCRETE
 OF0651'BASE, ABOUT 2-3/4 FEET ABOVE THE GROUND, BEING CENTER OF CROSS CUT
 OF0651'IN THE HEAD OF A 1/2-INCH DIAMETER STEEL CARRIAGE BOLT SET INTO THE
 OF0651'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0486 ***********************************************************************
 LX0486  DESIGNATION -  CHAS 2
 LX0486  PID         -  LX0486
 LX0486  STATE/COUNTY-  NY/SUFFOLK
 LX0486  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX0486
 LX0486                         *CURRENT SURVEY CONTROL
 LX0486  ___________________________________________________________________
 LX0486* NAD 83(1996)-  41 00 46.30870(N)    072 33 30.85876(W)     ADJUSTED  
 LX0486* NAVD 88     -         1.788  (meters)       5.87   (feet)  ADJUSTED  
 LX0486  ___________________________________________________________________
 LX0486  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LX0486  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX0486  DYNAMIC HT  -           1.787 (meters)       5.86  (feet)  COMP
 LX0486  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 LX0486
 LX0486  HORZ ORDER  -  THIRD
 LX0486  VERT ORDER  -  SECOND    CLASS 0
 LX0486
 LX0486.The horizontal coordinates were established by classical geodetic methods
 LX0486.and adjusted by the National Geodetic Survey in January 1999..
 LX0486
 LX0486.The orthometric height was determined by differential leveling
 LX0486.and adjusted by the National Geodetic Survey in June 1991..
 LX0486
 LX0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0486
 LX0486.The geoid height was determined by GEOID03.
 LX0486
 LX0486.The dynamic height is computed by dividing the NAVD 88
 LX0486.geopotential number by the normal gravity value computed on the
 LX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0486.degrees latitude (g = 980.6199 gals.).
 LX0486
 LX0486.The modeled gravity was interpolated from observed gravity values.
 LX0486
 LX0486;                    North         East     Units Scale Factor Converg.
 LX0486;SPC NY L     -    94,965.683   421,245.638   MT  0.99999892   +0 56 34.1
 LX0486;SPC NY L     -   311,566.58  1,382,036.73   sFT  0.99999892   +0 56 34.1
 LX0486;SPC CT       -   172,356.200   320,903.695   MT  1.00002418   +0 07 36.9
 LX0486;SPC CT       -   565,471.97  1,052,831.54   sFT  1.00002418   +0 07 36.9
 LX0486;UTM  18      - 4,543,056.279   705,296.657   MT  1.00011876   +1 36 09.7
 LX0486
 LX0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0486!SPC NY L     -   1.00000460  x   0.99999892  =   1.00000352
 LX0486!SPC CT       -   1.00000460  x   1.00002418  =   1.00002878
 LX0486!UTM  18      -   1.00000460  x   1.00011876  =   1.00012336
 LX0486
 LX0486|---------------------------------------------------------------------|
 LX0486| PID    Reference Object                     Distance      Geod. Az  |
 LX0486|                                                           dddmmss.s |
 LX0486| LX6341 MATTITUCK BREAKWATER LIGHT          356.880 METERS 32414     |
 LX0486|---------------------------------------------------------------------|
 LX0486
 LX0486                          SUPERSEDED SURVEY CONTROL
 LX0486
 LX0486  NAD 83(1996)-  41 00 46.30930(N)    072 33 30.85876(W) AD(       ) 3
 LX0486  NAD 83(1992)-  41 00 46.30810(N)    072 33 30.85831(W) AD(       ) 3
 LX0486  NAD 83(1986)-  41 00 46.31131(N)    072 33 30.86271(W) AD(       ) 3
 LX0486  NAD 27      -  41 00 45.95000(N)    072 33 32.54000(W) AD(       ) 3
 LX0486  NGVD 29 (??/??/92)    2.07   (m)            6.8    (f) COMPUTED    2 0
 LX0486
 LX0486.Superseded values are not recommended for survey control.
 LX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0486.See file dsdata.txt to determine how the superseded data were derived.
 LX0486
 LX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0529743056(NAD 83)
 LX0486_MARKER: I = METAL ROD
 LX0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LX0486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LX0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0486
 LX0486  HISTORY     - Date     Condition        Report By
 LX0486  HISTORY     - 1939     MONUMENTED       USE
 LX0486  HISTORY     - 1956     GOOD             USGS
 LX0486  HISTORY     - 1956     MARK NOT FOUND   USGS
 LX0486  HISTORY     - 1956     GOOD             NGS
 LX0486
 LX0486                          STATION DESCRIPTION
 LX0486
 LX0486'DESCRIBED BY US ENGINEERS 1939 (FRG)
 LX0486'STATION IS U.S. ARMY ENGINEERS MARK MON CHAS. NO.2.  STATION IS A
 LX0486'1/2-INCH GALVANIZED-IRON PIPE IN THE CENTER OF AN 8- BY 8-INCH
 LX0486'CONCRETE FILLED TERRA-COTTA FLUE PIPE THREE FEET IN LENGTH.  THE
 LX0486'FLUE PIPE IS SET IN A 3-FOOT BY 3-FOOT CONCRETE BLOCK, 8 INCHES
 LX0486'THICK, WHICH IN TURN IS SET IN THE CAPSTONES OF THE OLD W
 LX0486'BREAKWATER.
 LX0486'
 LX0486'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LX0486
 LX0486                          STATION RECOVERY (1956)
 LX0486
 LX0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LX0486'STATION IS STILL IN GOOD CONDITION.
 LX0486
 LX0486                          STATION RECOVERY (1956)
 LX0486
 LX0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LX0486'A LARGE AREA WAS DUG UP IN THE VICINITY BUT THE STATION WAS
 LX0486'NOT FOUND.  REFERENCE MARK 2 WAS FOUND.
 LX0486
 LX0486                          STATION RECOVERY (1956)
 LX0486
 LX0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LX0486'3 MI NW FROM MATTITUCK.
 LX0486'0.05 MILE SOUTH ALONG LOVE LANE FROM THE POST OFFICE AT MATTITUCK,
 LX0486'TO THE INTERSECTION OF LOVE LANE, STATE HIGHWAY NO. 25, AND
 LX0486'SOUND AVENUE, THENCE 1.05 MILE WEST ALONG SOUND AVENUE, THENCE
 LX0486'0.85 MILE NORTH ALONG COX NECK ROAD, THENCE 1.05 MILE NORTH ALONG
 LX0486'BREAKWATER ROAD, 100 FEET EAST OF THE CENTERLINE OF BREAKWATER
 LX0486'ROAD, 100 FEET NORTH OF THE SOUTH END OF THE WEST JETTY AT
 LX0486'MATTITUCK HARBOR ENTRANCE, IS A 1/2 INCH GALVANIZED IRON PIPE SET
 LX0486'IN THE CENTER OF AN 8X8 INCH CONCRETE FILLED TERRA COTTA FLUE
 LX0486'PIPE 3 FEET IN LENGTH, THE FLUE PIPE IS SET IN A 3X3 FEET
 LX0486'CONCRETE BLOCK WHICH IN TURN IS SET IN THE CAPSTONE OF THE JETTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9620 ***********************************************************************
 AA9620  DESIGNATION -  CHASE
 AA9620  PID         -  AA9620
 AA9620  STATE/COUNTY-  NY/NASSAU
 AA9620  USGS QUAD   -  BAYVILLE (1975)
 AA9620
 AA9620                         *CURRENT SURVEY CONTROL
 AA9620  ___________________________________________________________________
 AA9620* NAD 83(1996)-  40 54 40.86731(N)    073 31 36.61085(W)     ADJUSTED  
 AA9620* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 AA9620  ___________________________________________________________________
 AA9620  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 AA9620  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AA9620
 AA9620  HORZ ORDER  -  THIRD
 AA9620
 AA9620.The horizontal coordinates were established by classical geodetic methods
 AA9620.and adjusted by the National Geodetic Survey in January 1999..
 AA9620
 AA9620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9620
 AA9620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9620
 AA9620.The geoid height was determined by GEOID03.
 AA9620
 AA9620;                    North         East     Units Scale Factor Converg.
 AA9620;SPC NY L     -    82,802.623   339,862.627   MT  0.99999547   +0 18 34.2
 AA9620;SPC NY L     -   271,661.61  1,115,032.64   sFT  0.99999547   +0 18 34.2
 AA9620;UTM  18      - 4,529,961.000   624,063.140   MT  0.99978944   +0 57 53.6
 AA9620
 AA9620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9620!SPC NY L     -   1.00000446  x   0.99999547  =   0.99999993
 AA9620!UTM  18      -   1.00000446  x   0.99978944  =   0.99979390
 AA9620
 AA9620                          SUPERSEDED SURVEY CONTROL
 AA9620
 AA9620  NAD 83(1996)-  40 54 40.86985(N)    073 31 36.61001(W) AD(       ) 3
 AA9620  NAD 83(1986)-  40 54 40.87031(N)    073 31 36.61202(W) AD(       ) 3
 AA9620  NGVD 29 (01/19/96)    2.6    (m)            9.     (f) VERT ANG       
 AA9620
 AA9620.Superseded values are not recommended for survey control.
 AA9620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9620.See file dsdata.txt to determine how the superseded data were derived.
 AA9620
 AA9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2406329961(NAD 83)
 AA9620_MARKER: DD = SURVEY DISK
 AA9620_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9620_STAMPING: CHASE 1990
 AA9620_MARK LOGO: NOS   
 AA9620_PROJECTION: FLUSH
 AA9620_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9620+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9620_ROD/PIPE-DEPTH: 1.05 meters
 AA9620
 AA9620  HISTORY     - Date     Condition        Report By
 AA9620  HISTORY     - 1990     MONUMENTED       NOS
 AA9620
 AA9620                          STATION DESCRIPTION
 AA9620
 AA9620'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9620'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9620'OF THE ISLAND ABOUT 2 NAUTICAL MILES NORTH OF THE TOWN OF OYSTER BAY
 AA9620'ON THE WEST SHORE OF CENTRE ISLAND NEAR THE NORTH HEAD OF WEST HARBOR
 AA9620'ON A ROUNDED POINT OF LAND WHICH IS BORDERED BY A BULKHEAD IN A POOR
 AA9620'STATE OF DISREPAIR AND RIPRAP.  TO ACCESS THE PROPERTY IT IS
 AA9620'RECOMMENDED THAT ADVANCE CONTACT BE MADE WITH THE OWNER, MR. STANLEY
 AA9620'CHASE, 116 CENTRE ISLAND ROAD, OYSTER BAY,  N.Y. 11771, PHONE NUMBER
 AA9620'516-922-1808. TO REACH THE STATION BY BOAT FROM THE ROOSEVELT PARK
 AA9620'PUBLIC BOAT RAMPS AT OYSTER BAY, PROCEED NORTH FOR 0.8 NAUTICAL MILE
 AA9620'TO THE SOUTHERN PORTION OF WEST HARBOR THENCE TURN TO NORTH BY EAST
 AA9620'AND PROCEED 1.3 NAUTICAL MILES TO A ROUNDED POINT ON A LANDSCAPED
 AA9620'PIECE OF PROPERTY JUST TO THE SOUTH OF A MANMADE CUT.  THE STATION
 AA9620'MARK IS AN NOS ALUMINUM DISK STAMPED ---CHASE 1990--- CRIMPED TO THE
 AA9620'TOP OF AN ALUMINUM ROD DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS
 AA9620'OF CONCRETE FLUSH WITH THE GROUND SURFACE.  IT IS, AT THE SOUTH EDGE
 AA9620'OF A BREAK IN THE BULKHEAD WHICH IS BEING GRADUALLY BACKFILLED WITH
 AA9620'RIPRAP, ABOUT 30 M (98.4 FT) NORTHWEST OF A BLACK METAL SATTELITE DISH
 AA9620'ANTENNA, 5 M (16.4 FT) EAST OF A GRASS COVERED EARTH EMBANKMENT WHICH
 AA9620'BORDERS A PUTTING GREEN, 5 M (16.4 FT) EAST OF A CONCRETE BULKHEAD AND
 AA9620'2.5 M (8.2 FT) EAST OF THE RIPRAP.  DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1866 ***********************************************************************
 PH1866  DESIGNATION -  CHASE RESET
 PH1866  PID         -  PH1866
 PH1866  STATE/COUNTY-  NY/ST LAWRENCE
 PH1866  USGS QUAD   -  WADDINGTON (1964)
 PH1866
 PH1866                         *CURRENT SURVEY CONTROL
 PH1866  ___________________________________________________________________
 PH1866* NAD 83(1996)-  44 51 16.14454(N)    075 07 30.98574(W)     ADJUSTED  
 PH1866* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 PH1866  ___________________________________________________________________
 PH1866  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 PH1866  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 PH1866
 PH1866  HORZ ORDER  -  SECOND
 PH1866
 PH1866.The horizontal coordinates were established by classical geodetic methods
 PH1866.and adjusted by the National Geodetic Survey in January 1999..
 PH1866
 PH1866.The orthometric height was scaled from a topographic map.
 PH1866
 PH1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1866
 PH1866.The geoid height was determined by GEOID03.
 PH1866
 PH1866;                    North         East     Units Scale Factor Converg.
 PH1866;SPC NY E     -   668,894.854   100,579.445   MT  0.99993002   -0 26 27.7
 PH1866;SPC NY E     - 2,194,532.53    329,984.40   sFT  0.99993002   -0 26 27.7
 PH1866;UTM  18      - 4,966,793.322   490,101.547   MT  0.99960120   -0 05 18.1
 PH1866
 PH1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1866!SPC NY E     -   0.99999097  x   0.99993002  =   0.99992099
 PH1866!UTM  18      -   0.99999097  x   0.99960120  =   0.99959217
 PH1866
 PH1866|---------------------------------------------------------------------|
 PH1866| PID    Reference Object                     Distance      Geod. Az  |
 PH1866|                                                           dddmmss.s |
 PH1866| AI8638 CHASE RM 1                           35.418 METERS 11419     |
 PH1866| PH1775 NORFOLK MUNICIPAL STANDPIPE         APPROX.12.5 KM 1211638.3 |
 PH1866| AI8639 CHASE RM 2                           33.452 METERS 24602     |
 PH1866| PH1865 WADDINGTON CITY WATER TANK          APPROX. 5.7 KM 2782137.9 |
 PH1866| AI8640 CHASE AZ MK                                        2983210.0 |
 PH1866| PH1882 ALLISON=90 RESET                    APPROX. 4.5 KM 3364228.8 |
 PH1866|---------------------------------------------------------------------|
 PH1866
 PH1866                          SUPERSEDED SURVEY CONTROL
 PH1866
 PH1866  NAD 83(1986)-  44 51 16.15155(N)    075 07 30.98545(W) AD(       ) 2
 PH1866  NAD 27      -  44 51 15.95800(N)    075 07 32.27800(W) AD(       ) 2
 PH1866
 PH1866.Superseded values are not recommended for survey control.
 PH1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1866.See file dsdata.txt to determine how the superseded data were derived.
 PH1866
 PH1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9010266793(NAD 83)
 PH1866_MARKER: DH = HORIZONTAL CONTROL DISK
 PH1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1866_STAMPING: CHASE 1942 1984
 PH1866_MARK LOGO: NGS   
 PH1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1866+STABILITY: SURFACE MOTION
 PH1866
 PH1866  HISTORY     - Date     Condition        Report By
 PH1866  HISTORY     - 1984     MONUMENTED       NGS
 PH1866
 PH1866                          STATION DESCRIPTION
 PH1866
 PH1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CL)
 PH1866'THE STATION MARK WAS RECOVERED TILTED OVER.  THE MARK WAS RESET OVER
 PH1866'THE UNDERGROUND MARK.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 PH1866'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR
 PH1866'BUT NOT RECOVERED.  THEY WERE PROBABLY DESTROYED.  THE DISTANCE AND
 PH1866'DIRECTION TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 AND AZIMUTH
 PH1866'MARK 2 WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 PH1866'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) NORTH OF MADRID, 6.4 KM
 PH1866'(3.95 MI) EAST OF WADDINGTON AND ON THE SOUTHEAST SIDE OF IRISH
 PH1866'SETTLEMENT ROAD.  IT IS NEXT TO A DRAINAGE DITCH AND AT THE EDGE OF A
 PH1866'LAWN FOR A TWO-STORY BRICK HOUSE.  TO REACH THE STATION FROM THE
 PH1866'JUNCTION OF STATE HIGHWAYS 37 AND 345, IN WADDINGTON, GO NORTHEAST ON
 PH1866'HIGHWAY 37 FOR 0.3 KM (0.20 MI) TO A CROSS STREET.  TURN RIGHT AND GO
 PH1866'SOUTHEAST ON FRANKLIN STREET FOR 3.9 KM (2.40 MI) TO A SIDE ROAD LEFT.
 PH1866'TURN LEFT AND GO EAST AND SOUTHEAST ON IRISH SETTLEMENT ROAD FOR 2.7
 PH1866'KM (1.65 MI) TO THE AZIMUTH MARK 2 ON THE LEFT.  CONTINUE SOUTHEAST ON
 PH1866'THE PAVED ROAD FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 PH1866'THE STATION IS A STANDARD NGS DISK STAMPED--CHASE 1942 1984--, SET
 PH1866'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 PH1866'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 62.5
 PH1866'FT (19.1 M) SE FROM POWERLINE POLE NUMBER 1954, 31.5 FT (9.6 M) SW
 PH1866'FROM THE CENTER OF THE PAVED ROAD AND 36.0 FT (11.0 M) SE FROM THE
 PH1866'CENTER OF A DIRT DRIVEWAY LEADING TO A TWO-STORY BRICK HOUSE.
 PH1866'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--CHASE 1942--, SET
 PH1866'INTO AN IRREGULAR MASS OF CONCRETE 2.5 FT (0.8 M) BELOW THE SURFACE.
 PH1866'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CHASE NO 1 1942--,
 PH1866'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 PH1866'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 152.0
 PH1866'FT (46.3 M) SE FROM THE CENTER OF THE DIRT DRIVEWAY, 103.0 FT (31.4 M)
 PH1866'NW FROM POWERLINE POLE NUMBER 29, 26.0 FT (7.9 M) SW FROM THE CENTER
 PH1866'OF THE PAVED ROAD AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 PH1866'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CHASE 1942 NO 3
 PH1866'1984--, SET INTO THE TOP OF A BOULDER 1.0 FT (0.3 M) LARGEST
 PH1866'DIMENSION.  LOCATED 134.0 FT (40.8 M) SW FROM THE CENTER OF THE PAVED
 PH1866'ROAD, 113.0 FT (34.4 M) S FROM POWERLINE POLE NUMBER 1954, 73.0 FT
 PH1866'(22.3 M) SE FROM THE CENTER OF DIRT DRIVEWAY AND 2.0 FT (0.6 M) LOWER
 PH1866'THAN THE STATION.
 PH1866'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--CHASE 1942 NO 2
 PH1866'1984--, SET INTO THE TOP OF A BOULDER 1.5 FT (0.5 M) LARGEST
 PH1866'DIMENSION.  LOCATED 304.0 FT (92.7 M) NW FROM THE CENTER OF A DIRT
 PH1866'DRIVEWAY, 23.5 FT (7.2 M) NE FROM THE CENTER OF THE PAVED ROAD AND 3.5
 PH1866'FT (1.1 M) SW FROM A CARSONITE WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1822 ***********************************************************************
 PG1822  DESIGNATION -  CHASM USLS 1928
 PG1822  PID         -  PG1822
 PG1822  STATE/COUNTY-  NY/CLINTON
 PG1822  USGS QUAD   -  KEESEVILLE (1966)
 PG1822
 PG1822                         *CURRENT SURVEY CONTROL
 PG1822  ___________________________________________________________________
 PG1822* NAD 83(1996)-  44 34 18.16375(N)    073 25 19.19856(W)     ADJUSTED  
 PG1822* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 PG1822  ___________________________________________________________________
 PG1822  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 PG1822  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PG1822
 PG1822  HORZ ORDER  -  THIRD
 PG1822
 PG1822.The horizontal coordinates were established by classical geodetic methods
 PG1822.and adjusted by the National Geodetic Survey in January 1999..
 PG1822
 PG1822.The orthometric height was scaled from a topographic map.
 PG1822
 PG1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1822
 PG1822.The geoid height was determined by GEOID03.
 PG1822
 PG1822;                    North         East     Units Scale Factor Converg.
 PG1822;SPC NY E     -   637,849.675   235,619.266   MT  0.99999012   +0 45 23.7
 PG1822;SPC NY E     - 2,092,678.48    773,027.54   sFT  0.99999012   +0 45 23.7
 PG1822;SPC VT       -   230,579.155   426,766.276   MT  1.00003021   -0 38 49.5
 PG1822;UTM  18      - 4,936,585.869   625,293.877   MT  0.99979305   +1 06 27.3
 PG1822
 PG1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1822!SPC NY E     -   1.00000004  x   0.99999012  =   0.99999016
 PG1822!SPC VT       -   1.00000004  x   1.00003021  =   1.00003025
 PG1822!UTM  18      -   1.00000004  x   0.99979305  =   0.99979309
 PG1822
 PG1822:                Primary Azimuth Mark                     Grid Az
 PG1822:SPC NY E     -  SAWYERS ISLAND 1870                      030 29 12.8
 PG1822:SPC VT       -  SAWYERS ISLAND 1870                      031 53 26.0
 PG1822:UTM  18      -  SAWYERS ISLAND 1870                      030 08 09.2
 PG1822
 PG1822|---------------------------------------------------------------------|
 PG1822| PID    Reference Object                     Distance      Geod. Az  |
 PG1822|                                                           dddmmss.s |
 PG1822| PG1799 SAWYERS ISLAND 1870                 APPROX.10.2 KM 0311436.5 |
 PG1822|---------------------------------------------------------------------|
 PG1822
 PG1822                          SUPERSEDED SURVEY CONTROL
 PG1822
 PG1822  NAD 83(1996)-  44 34 18.16383(N)    073 25 19.19867(W) AD(       ) 3
 PG1822  NAD 83(1992)-  44 34 18.16716(N)    073 25 19.20277(W) AD(       ) 3
 PG1822  NAD 83(1986)-  44 34 18.17425(N)    073 25 19.20114(W) AD(       ) 3
 PG1822  NAD 27      -  44 34 17.99200(N)    073 25 20.71300(W) AD(       ) 3
 PG1822
 PG1822.Superseded values are not recommended for survey control.
 PG1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1822.See file dsdata.txt to determine how the superseded data were derived.
 PG1822
 PG1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2529436586(NAD 83)
 PG1822_MARKER: N = NAIL
 PG1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1822+STABILITY: SURFACE MOTION
 PG1822
 PG1822  HISTORY     - Date     Condition        Report By
 PG1822  HISTORY     - 1928     MONUMENTED       USLS
 PG1822  HISTORY     - 1959     MARK NOT FOUND   CGS
 PG1822
 PG1822                          STATION DESCRIPTION
 PG1822
 PG1822'DESCRIBED BY US LAKE SURVEY 1928
 PG1822'STATION IS LOCATED ABOUT 3 MILES N OF PORT KENT, ON AUSABLE POINT.
 PG1822'IT IS SET IN SAND ABOVE HIGH-WATER LINE, ABOUT 13 FEET W OF SMALL
 PG1822'BANK, AND 45 FEET S OF THE POINT OF THE BANK.
 PG1822'
 PG1822'STATION MARK IS A NAIL IN A CONCRETE POST 15 INCHES BELOW THE
 PG1822'SURFACE.  IT IS ABOUT 7 FEET ABOVE LOW WATER (STANDARD LAKE DATUM).
 PG1822'
 PG1822'REFERENCE MARK 1 IS A TRIANGULAR-BLAZED POPLAR TREE, THE MOST W OF A
 PG1822'GROUP OF THREE.
 PG1822'
 PG1822'REFERENCE MARK 2 IS A TALL TRIANGULAR-BLAZED LOMBARDY TREE.
 PG1822
 PG1822                          STATION RECOVERY (1959)
 PG1822
 PG1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 PG1822'STATION NOT RECOVERED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0704 ***********************************************************************
 MZ0704  DESIGNATION -  CHATHAM
 MZ0704  PID         -  MZ0704
 MZ0704  STATE/COUNTY-  NY/COLUMBIA
 MZ0704  USGS QUAD   -  CHATHAM (1980)
 MZ0704
 MZ0704                         *CURRENT SURVEY CONTROL
 MZ0704  ___________________________________________________________________
 MZ0704* NAD 83(1986)-  42 21 50.     (N)    073 35 39.     (W)     SCALED    
 MZ0704* NAVD 88     -       143.969  (meters)     472.34   (feet)  ADJUSTED  
 MZ0704  ___________________________________________________________________
 MZ0704  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MZ0704  DYNAMIC HT  -         143.920 (meters)     472.18  (feet)  COMP
 MZ0704  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 MZ0704
 MZ0704  VERT ORDER  -  FIRST     CLASS II
 MZ0704
 MZ0704.The horizontal coordinates were scaled from a topographic map and have
 MZ0704.an estimated accuracy of +/- 6 seconds.
 MZ0704
 MZ0704.The orthometric height was determined by differential leveling
 MZ0704.and adjusted by the National Geodetic Survey in June 1991..
 MZ0704
 MZ0704.The geoid height was determined by GEOID03.
 MZ0704
 MZ0704.The dynamic height is computed by dividing the NAVD 88
 MZ0704.geopotential number by the normal gravity value computed on the
 MZ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0704.degrees latitude (g = 980.6199 gals.).
 MZ0704
 MZ0704.The modeled gravity was interpolated from observed gravity values.
 MZ0704
 MZ0704;                    North         East    Units  Estimated Accuracy
 MZ0704;SPC NY E     -   392,410.      224,610.      MT  (+/- 180 meters Scaled)
 MZ0704
 MZ0704                          SUPERSEDED SURVEY CONTROL
 MZ0704
 MZ0704  NGVD 29 (??/??/92)  144.150  (m)          472.93   (f) ADJ UNCH    1 2
 MZ0704
 MZ0704.Superseded values are not recommended for survey control.
 MZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0704.See file dsdata.txt to determine how the superseded data were derived.
 MZ0704
 MZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM157911(NAD 83)
 MZ0704_MARKER: DB = BENCH MARK DISK
 MZ0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0704_SP_SET: HALL BUILDING
 MZ0704_STAMPING: CHATHAM-1933
 MZ0704_MARK LOGO: CGS   
 MZ0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0704
 MZ0704  HISTORY     - Date     Condition        Report By
 MZ0704  HISTORY     - 1933     MONUMENTED       CGS
 MZ0704  HISTORY     - 1980     GOOD             NGS
 MZ0704  HISTORY     - 1986     GOOD             USPSQD
 MZ0704  HISTORY     - 1987     GOOD             USPSQD
 MZ0704  HISTORY     - 1988     GOOD             USPSQD
 MZ0704  HISTORY     - 20030908 GOOD             MJENGR
 MZ0704
 MZ0704                          STATION DESCRIPTION
 MZ0704
 MZ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MZ0704'AT CHATHAM.
 MZ0704'ON BOSTON AND ALBANY RAILROAD, ON N FACE OF TRACEY MEMORIAL HALL, 50
 MZ0704'FEET S OF CENTER LINE OF MAIN ST., 15 FEET E OF CENTER LINE OF MAIN
 MZ0704'ST., ENTRANCE AND 2 FEET ABOVE PORCH FLOOR.
 MZ0704
 MZ0704                          STATION RECOVERY (1980)
 MZ0704
 MZ0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MZ0704'RECOVERED IN GOOD CONDITION.
 MZ0704
 MZ0704                          STATION RECOVERY (1986)
 MZ0704
 MZ0704'RECOVERY NOTE BY US POWER SQUADRON 1986 (LWI)
 MZ0704'RECOVERED IN GOOD CONDITION.
 MZ0704
 MZ0704                          STATION RECOVERY (1987)
 MZ0704
 MZ0704'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWI)
 MZ0704'RECOVERED IN GOOD CONDITION.
 MZ0704
 MZ0704                          STATION RECOVERY (1988)
 MZ0704
 MZ0704'RECOVERY NOTE BY US POWER SQUADRON 1988 (BF)
 MZ0704'RECOVERED IN GOOD CONDITION.
 MZ0704
 MZ0704                          STATION RECOVERY (2003)
 MZ0704
 MZ0704'RECOVERY NOTE BY MJ ENGINEERING + LAND SURVEYING, PC 2003 (MJF)
 MZ0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7903 ***********************************************************************
 AA7903  CBN         -  This is a Cooperative Base Network Control Station.
 AA7903  DESIGNATION -  CHATHAM
 AA7903  PID         -  AA7903
 AA7903  STATE/COUNTY-  NY/COLUMBIA
 AA7903  USGS QUAD   -  CHATHAM (1980)
 AA7903
 AA7903                         *CURRENT SURVEY CONTROL
 AA7903  ___________________________________________________________________
 AA7903* NAD 83(1996)-  42 21 13.73102(N)    073 34 40.51412(W)     ADJUSTED  
 AA7903* NAVD 88     -       178.8    (meters)     587.     (feet)  GPS OBS   
 AA7903  ___________________________________________________________________
 AA7903  X           -   1,334,600.297 (meters)                     COMP
 AA7903  Y           -  -4,528,139.650 (meters)                     COMP
 AA7903  Z           -   4,274,827.991 (meters)                     COMP
 AA7903  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 AA7903  ELLIP HEIGHT-         147.78  (meters)          (09/18/02) GPS OBS
 AA7903  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AA7903
 AA7903  HORZ ORDER  -  B
 AA7903  ELLP ORDER  -  FOURTH    CLASS II
 AA7903
 AA7903.The horizontal coordinates were established by GPS observations
 AA7903.and adjusted by the National Geodetic Survey in July 1997..
 AA7903
 AA7903.The orthometric height was determined by GPS observations and a
 AA7903.high-resolution geoid model.
 AA7903
 AA7903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7903
 AA7903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7903
 AA7903.The ellipsoidal height was determined by GPS observations
 AA7903.and is referenced to NAD 83.
 AA7903
 AA7903.The geoid height was determined by GEOID03.
 AA7903
 AA7903;                    North         East     Units Scale Factor Converg.
 AA7903;SPC NY E     -   391,308.456   225,963.036   MT  0.99997098   +0 37 16.5
 AA7903;SPC NY E     - 1,283,817.83    741,347.06   sFT  0.99997098   +0 37 16.5
 AA7903;UTM  18      - 4,690,040.330   617,119.699   MT  0.99976877   +0 57 29.4
 AA7903
 AA7903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7903!SPC NY E     -   0.99997682  x   0.99997098  =   0.99994780
 AA7903!UTM  18      -   0.99997682  x   0.99976877  =   0.99974560
 AA7903
 AA7903                          SUPERSEDED SURVEY CONTROL
 AA7903
 AA7903  ELLIP H (07/24/97)  147.79   (m)                       GP(       ) 1 1
 AA7903  NAD 83(1992)-  42 21 13.72944(N)    073 34 40.51301(W) AD(       ) B
 AA7903  ELLIP H (08/31/95)  147.71   (m)                       GP(       ) 1 1
 AA7903
 AA7903.Superseded values are not recommended for survey control.
 AA7903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7903.See file dsdata.txt to determine how the superseded data were derived.
 AA7903
 AA7903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM1712090040(NAD 83)
 AA7903_MARKER: F = FLANGE-ENCASED ROD
 AA7903_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA7903+WITH SETTING: INFORMATION.
 AA7903_STAMPING: CHATHAM CBN 1994
 AA7903_MARK LOGO: NYDT  
 AA7903_PROJECTION: FLUSH
 AA7903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7903+STABILITY: SURFACE MOTION
 AA7903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7903+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 AA7903_ROD/PIPE-DEPTH: 1.10 meters
 AA7903
 AA7903  HISTORY     - Date     Condition        Report By
 AA7903  HISTORY     - 1994     MONUMENTED       NYDT
 AA7903  HISTORY     - 20000721 GOOD             NGS
 AA7903  HISTORY     - 20010721 GOOD             NGS
 AA7903  HISTORY     - 20030908 GOOD             MJENGR
 AA7903
 AA7903                          STATION DESCRIPTION
 AA7903
 AA7903'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7903'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTHEAST OF THE VILLAGE
 AA7903'OF CHATHAM, AT THE JUNCTION OF STATE HIGHWAY 203 AND THE TACONIC STATE
 AA7903'PARKWAY.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA7903' 
 AA7903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 203,
 AA7903'ON THE SOUTHERLY SIDE OF THE VILLAGE OF CHATHAM, GO EAST ON HIGHWAY
 AA7903'203 FOR 2.3 KM (1.4 MI) TO THE STATION ON THE RIGHT, AT THE SOUTHWEST
 AA7903'CORNER OF THE JUNCTION OF HIGHWAY 203 AND THE TACONIC STATE PARKWAY.
 AA7903' 
 AA7903'THE STATION IS THE TOP CENTER OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 AA7903'A DEPTH OF 1.1 M (3.6 FT) ENCASED IN A 2.7 CM GREASE FILLED PVC SLEEVE
 AA7903'THAT IS 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP
 AA7903'SURROUNDED WITH CONCRETE FLUSH WITH THE GROUND.  IT IS 43.6 M (143.0
 AA7903'FT) WEST OF THE CENTER OF THE MEDIAN OF THE TACONIC STATE PARKWAY,
 AA7903'15.8 M (51.8 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 203, AND 16.8 M
 AA7903'(55.1 FT) SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHERLY BRIDGE
 AA7903'PARAPET OVER THE TACONIC STATE PARKWAY.
 AA7903
 AA7903                          STATION RECOVERY (2000)
 AA7903
 AA7903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA7903'RECOVERED AS DESCRIBED.
 AA7903
 AA7903                          STATION RECOVERY (2001)
 AA7903
 AA7903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DH)
 AA7903'RECOVERED AS DESCRIBED.
 AA7903'
 AA7903
 AA7903                          STATION RECOVERY (2003)
 AA7903
 AA7903'RECOVERY NOTE BY MJ ENGINEERING + LAND SURVEYING, PC 2003 (MJF)
 AA7903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0010 ***********************************************************************
 PJ0010  DESIGNATION -  CHAUMONT
 PJ0010  PID         -  PJ0010
 PJ0010  STATE/COUNTY-  NY/JEFFERSON
 PJ0010  USGS QUAD   -  CHAUMONT (1958)
 PJ0010
 PJ0010                         *CURRENT SURVEY CONTROL
 PJ0010  ___________________________________________________________________
 PJ0010* NAD 83(1986)-  44 03 58.     (N)    076 07 48.     (W)     SCALED    
 PJ0010* NAVD 88     -        88.195  (meters)     289.35   (feet)  ADJUSTED  
 PJ0010  ___________________________________________________________________
 PJ0010  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 PJ0010  DYNAMIC HT  -          88.182 (meters)     289.31  (feet)  COMP
 PJ0010  MODELED GRAV-     980,472.6   (mgal)                       NAVD 88
 PJ0010
 PJ0010  VERT ORDER  -  FIRST     CLASS II
 PJ0010
 PJ0010.The horizontal coordinates were scaled from a topographic map and have
 PJ0010.an estimated accuracy of +/- 6 seconds.
 PJ0010
 PJ0010.The orthometric height was determined by differential leveling
 PJ0010.and adjusted by the National Geodetic Survey in June 1991..
 PJ0010
 PJ0010.The geoid height was determined by GEOID03.
 PJ0010
 PJ0010.The dynamic height is computed by dividing the NAVD 88
 PJ0010.geopotential number by the normal gravity value computed on the
 PJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0010.degrees latitude (g = 980.6199 gals.).
 PJ0010
 PJ0010.The modeled gravity was interpolated from observed gravity values.
 PJ0010
 PJ0010;                    North         East    Units  Estimated Accuracy
 PJ0010;SPC NY C     -   451,710.      286,320.      MT  (+/- 180 meters Scaled)
 PJ0010
 PJ0010                          SUPERSEDED SURVEY CONTROL
 PJ0010
 PJ0010  NGVD 29 (??/??/92)   88.33   (m)          289.8    (f) COMPUTED    1 2
 PJ0010
 PJ0010.Superseded values are not recommended for survey control.
 PJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0010.See file dsdata.txt to determine how the superseded data were derived.
 PJ0010
 PJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP095798(NAD 83)
 PJ0010_MARKER: Z = SEE DESCRIPTION
 PJ0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PJ0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PJ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0010
 PJ0010  HISTORY     - Date     Condition        Report By
 PJ0010  HISTORY     - UNK      MONUMENTED       USLS
 PJ0010  HISTORY     - 1967     GOOD             NGS
 PJ0010  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 PJ0010
 PJ0010                          STATION DESCRIPTION
 PJ0010
 PJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0010'AT CHAUMONT.
 PJ0010'CHAUMONT IS IN CHAUMONT, JEFFERSON COUNTY, NEW YORK, NEAR JUNCTION OF
 PJ0010'MADISON AND EAST MAIN STREETS, (HIGHWAY 12E), 72.8 FEET NORTHWEST
 PJ0010'OF UTILITY POLE NO. 2, 65.3 FEET SOUTHEAST OF UTILITY POLE NO. B-1,
 PJ0010'52.8 FEET SOUTHWEST OF NORTH CORNER OF POST OFFICE, 46 FEET NORTHEAST
 PJ0010'OF CENTERLINE OF E. MAIN STREET, 14.2 FEET NORTHEAST OF NORTHEAST
 PJ0010'EDGE OF SIDEWALK, 8.4 FEET NORTHWEST OF NORTHWEST CORNER AND IN LINE
 PJ0010'WITH SOUTHWEST FACE OF POST OFFICE, 1-1/2 FEET BELOW THE GROUND
 PJ0010'SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON
 PJ0010'TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 6 FEET LONG. THE
 PJ0010'PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS
 PJ0010'PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE, WITH COVER 1 FOOT BELOW
 PJ0010'THE GROUND SURFACE.
 PJ0010
 PJ0010                          STATION RECOVERY (1995)
 PJ0010
 PJ0010'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2127 ***********************************************************************
 PG2127  DESIGNATION -  CHAZY
 PG2127  PID         -  PG2127
 PG2127  STATE/COUNTY-  NY/CLINTON
 PG2127  USGS QUAD   -  WEST CHAZY (1966)
 PG2127
 PG2127                         *CURRENT SURVEY CONTROL
 PG2127  ___________________________________________________________________
 PG2127* NAD 83(1996)-  44 51 43.17383(N)    073 33 05.08043(W)     ADJUSTED  
 PG2127* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 PG2127  ___________________________________________________________________
 PG2127  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 PG2127  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG2127
 PG2127  HORZ ORDER  -  FIRST
 PG2127
 PG2127.The horizontal coordinates were established by classical geodetic methods
 PG2127.and adjusted by the National Geodetic Survey in January 1999..
 PG2127
 PG2127.The orthometric height was scaled from a topographic map.
 PG2127
 PG2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2127
 PG2127.The geoid height was determined by GEOID03.
 PG2127
 PG2127;                    North         East     Units Scale Factor Converg.
 PG2127;SPC NY E     -   669,976.705   224,965.077   MT  0.99996908   +0 40 09.0
 PG2127;SPC NY E     - 2,198,081.91    738,072.92   sFT  0.99996908   +0 40 09.0
 PG2127;UTM  18      - 4,968,640.365   614,444.776   MT  0.99976106   +1 01 19.0
 PG2127
 PG2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2127!SPC NY E     -   0.99997539  x   0.99996908  =   0.99994447
 PG2127!UTM  18      -   0.99997539  x   0.99976106  =   0.99973646
 PG2127
 PG2127:                Primary Azimuth Mark                     Grid Az
 PG2127:SPC NY E     -  WH MINOR FOUNDATION FARM TK              062 10 47.6
 PG2127:UTM  18      -  WH MINOR FOUNDATION FARM TK              061 49 37.6
 PG2127
 PG2127|---------------------------------------------------------------------|
 PG2127| PID    Reference Object                     Distance      Geod. Az  |
 PG2127|                                                           dddmmss.s |
 PG2127| PG1927 WH MINOR FOUNDATION FARM TK         APPROX. 6.7 KM 0625056.6 |
 PG2127| PG1928 WH MINOR FOUNDATION FARM STK        APPROX. 6.7 KM 0630410.0 |
 PG2127| PG1925 CHAZY WH MINOR FOUND HS CLKTWR      APPROX. 9.7 KM 0732411.6 |
 PG2127| DA4949 CHAZY RM 1                           29.384 METERS 14343     |
 PG2127| DA4948 CHAZY AZ MK                                        1753922.4 |
 PG2127| DA4950 CHAZY RM 2                           23.070 METERS 22556     |
 PG2127| PG2130 ALTONS W H MINOR FOUNDATION TK      APPROX. 8.3 KM 3061256.6 |
 PG2127|---------------------------------------------------------------------|
 PG2127
 PG2127                          SUPERSEDED SURVEY CONTROL
 PG2127
 PG2127  NAD 83(1996)-  44 51 43.17415(N)    073 33 05.08001(W) AD(       ) 1
 PG2127  NAD 83(1992)-  44 51 43.17349(N)    073 33 05.07977(W) AD(       ) 1
 PG2127  NAD 83(1986)-  44 51 43.18022(N)    073 33 05.08176(W) AD(       ) 1
 PG2127  NAD 27      -  44 51 43.03600(N)    073 33 06.58700(W) AD(       ) 1
 PG2127
 PG2127.Superseded values are not recommended for survey control.
 PG2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2127.See file dsdata.txt to determine how the superseded data were derived.
 PG2127
 PG2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1444568640(NAD 83)
 PG2127
 PG2127  HISTORY     - Date     Condition        Report By
 PG2127  HISTORY     - 1942     MONUMENTED       CGS
 PG2127  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PG2127  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PG2127
 PG2127                          STATION DESCRIPTION
 PG2127
 PG2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2127'THE STATION IS ABOUT 3-1/2 MILES NW OF THE VILLAGE OF WEST
 PG2127'CHAZY, ON THE SUMMIT OF A PARTIALLY TIMBERED ROCKY HILL ON THE
 PG2127'PROPERTY OF JOSEPH H. TERRIER.  IT IS ABOUT 100 YARDS E OF A
 PG2127'N-S ROAD, 80 YARDS NNE OF AN OLD UNPAINTED HOUSE, 10 FEET S OF
 PG2127'A WIRE FENCE AND 36 FEET W OF A GATE IN THIS FENCE.  IT IS
 PG2127'STAMPED CHAZY 1942.
 PG2127'
 PG2127'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 PG2127'HOLES IN OUTCROPPING BEDROCK.
 PG2127'
 PG2127'REFERENCE MARK NO.1 IS ENE OF THE STATION AND 58 FEET S OF THE
 PG2127'FENCE.  IT IS STAMPED CHAZY NO.1 1942.
 PG2127'
 PG2127'REFERENCE MARK NO.2 IS SSE OF THE STATION AND 45 FEET N OF A
 PG2127'STONE FENCE CORNER.  IT IS STAMPED CHAZY NO.2 1942.
 PG2127'
 PG2127'THE AZIMUTH MARK IS ABOUT 0.55 MILE E BY S OF THE STATION, 60
 PG2127'FEET W OF THE CENTER LINE OF THE N-S ROAD AND ABOUT 75 FEET S
 PG2127'OF A FARM ENTRANCE ON THE W SIDE OF THE ROAD.  IT IS STAMPED
 PG2127'CHAZY 1942 AND IS A BRONZE DISK SET IN A DRILL HOLE IN A
 PG2127'BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 PG2127'
 PG2127'TO REACH THE STATION FROM WEST CHAZY GO N ON NEW YORK HIGHWAY
 PG2127'22 FOR 1.45 MILES AND TURN LEFT, W, OFF THE HIGHWAY.  GO 1.55
 PG2127'MILES AND TURN RIGHT, N.  GO 1.6 MILES TO THE AZIMUTH MARK ON
 PG2127'THE W SIDE OF THE ROAD.  CONTINUE 0.55 MILE TO THE TERRIER
 PG2127'HOUSE AND THE STATION ON THE E SIDE OF THE ROAD.
 PG2127'
 PG2127'64-FOOT SIGNALS AT WO 18 1938 (U.S.G.S.), ISLE LA MOTTE, RAMS
 PG2127'HEAD, AND GRAVELLY (U.S.L.S.) ARE VISIBLE AT 64 FEET.  A
 PG2127'37-FOOT SIGNAL AT ALBURG IS VISIBLE AT 64 FEET.  A 64-FOOT
 PG2127'SIGNAL AT RAND HILL IS VISIBLE AT 74 FEET.
 PG2127'
 PG2127'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 PG2127
 PG2127                          STATION RECOVERY (1961)
 PG2127
 PG2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2127'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 PG2127'DESCRIBED IN 1942 AND ARE IN GOOD CONDITION.  A CHECK WAS MADE
 PG2127'FOR THE DISTANCE AND DIRECTION WERE FOUND TO BE CORRECT.
 PG2127'
 PG2127'NEW TO REACH FOLLOWS--TO REACH THE STATION FROM THE JUNCTION
 PG2127'OF STATE HIGHWAY NO. 191 AND STATE HIGHWAY NO. 22 IN THE
 PG2127'VILLAGE OF SCIOTA, GO WESTERLY ON STATE HIGHWAY NO. 191 FOR
 PG2127'0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON
 PG2127'SURFACED ROAD 2.5 MILES AND A GATE ON THE LEFT.  (CONTINUE
 PG2127'STRAIGHT AHEAD ON SURFACED AND GRAVELED ROAD FOR 0.55 MILE TO
 PG2127'AZIMUTH MARK ON THE RIGHT.) TURN LEFT PASSING THROUGH GATE AND
 PG2127'GO NORTHEASTERLY FOR ABOUT 100 YARDS AND STATION ON HIGHEST
 PG2127'PART OF ROCK AREA.
 PG2127'
 PG2127'OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 PG2127
 PG2127                          STATION RECOVERY (1974)
 PG2127
 PG2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PG2127'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 PG2127'RECOVERED AND FOUND IN GOOD CONDITION.  STATION WAS NOT
 PG2127'OCCUPIED AT THIS TIME.
 PG2127'
 PG2127'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WEST CHAZY
 PG2127'IN A PARTIALLY WOODED AREA, PROPERTY OWNER LIVES IN WHITE HOUSE
 PG2127'ABOUT 80 YARDS SOUTHWEST OF STATION.
 PG2127'
 PG2127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 191
 PG2127'AND STATE HIGHWAY 22 IN SCIOTA, GO WESTERLY ON STATE HIGHWAY
 PG2127'191 FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT GO SOUTHERLY
 PG2127'FOR 2.4 MILES TO A MICROWAVE TOWER ON LEFT, CONTINUE AHEAD FOR
 PG2127'0.1 MILE TO A WHITE HOUSE ON LEFT AND THE STATION ABOUT 80
 PG2127'YARDS NORTHWEST OF HOUSE.
 PG2127'
 PG2127'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUT
 PG2127'CROPPING ROCK AND THE DISK IS STAMPED CHAZY 1942.  IT IS 36
 PG2127'FEET WEST OF A GATE, 10 FEET SOUTH OF OLD PARTLY TORN DOWN WIRE
 PG2127'FENCE AND 1.8 FEET EAST OF WITNESS POST.
 PG2127'
 PG2127'REFERENCE MARK 1 A STANDARD DISK SET IN A DRILL HOLE IN
 PG2127'OUTCROPPING ROCK PROJECTING ABOUT 6 INCHES AND THE DISK IS
 PG2127'STAMPED CHAZY NO 1 1942.  IT IS 62 FEET SOUTH OF OLD WIRE FENCE
 PG2127'AND 50 FEET EAST OF DIM TRACK ROAD.
 PG2127'
 PG2127'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PG2127'OUTCROPPING ROCK FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 PG2127'CHAZY NO 2 1942.  IT IS ABOUT 70 YARDS NORTHEAST OF HOUSE, 86
 PG2127'FEET SOUTHWEST OF OLD WIRE FENCE AND 60 FEET NORTH OF NORTHEAST
 PG2127'CORNER OF RAILFENCE.
 PG2127'
 PG2127'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 2 X 4
 PG2127'FOOT ROCK FLUSH WITH GROUND AND THE DISK IS STAMPED CHAZY
 PG2127'1942.  IT IS 60 FEET WEST OF CENTER OF ROAD, 30.5 FEET WEST OF
 PG2127'WITNESS POST AND 29 FEET WEST OF A NO TRESPASSING SIGN.
 PG2127'
 PG2127'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED
 PG2127'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON RIGHT.
 PG2127'
 PG2127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG2127'3-1/2 MILES NORTHWEST OF WEST CHAZY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1924 ***********************************************************************
 PG1924  DESIGNATION -  CHAZY USLS 1929
 PG1924  PID         -  PG1924
 PG1924  STATE/COUNTY-  NY/CLINTON
 PG1924  USGS QUAD   -  CHAMPLAIN (1966)
 PG1924
 PG1924                         *CURRENT SURVEY CONTROL
 PG1924  ___________________________________________________________________
 PG1924* NAD 83(1996)-  44 52 36.25512(N)    073 22 40.88023(W)     ADJUSTED  
 PG1924* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG1924  ___________________________________________________________________
 PG1924  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 PG1924  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PG1924
 PG1924  HORZ ORDER  -  THIRD
 PG1924
 PG1924.The horizontal coordinates were established by classical geodetic methods
 PG1924.and adjusted by the National Geodetic Survey in January 1999..
 PG1924
 PG1924.The orthometric height was scaled from a topographic map.
 PG1924
 PG1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1924
 PG1924.The geoid height was determined by GEOID03.
 PG1924
 PG1924;                    North         East     Units Scale Factor Converg.
 PG1924;SPC NY E     -   671,789.794   238,645.031   MT  0.99999660   +0 47 30.1
 PG1924;SPC NY E     - 2,204,030.35    782,954.57   sFT  0.99999660   +0 47 30.1
 PG1924;SPC VT       -   264,435.847   430,624.909   MT  1.00002345   -0 37 10.4
 PG1924;UTM  18      - 4,970,537.281   628,110.553   MT  0.99980182   +1 08 40.5
 PG1924
 PG1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1924!SPC NY E     -   0.99999989  x   0.99999660  =   0.99999649
 PG1924!SPC VT       -   0.99999989  x   1.00002345  =   1.00002334
 PG1924!UTM  18      -   0.99999989  x   0.99980182  =   0.99980171
 PG1924
 PG1924:                Primary Azimuth Mark                     Grid Az
 PG1924:SPC NY E     -  COOPER USLS 1929                         040 04 36.8
 PG1924:SPC VT       -  COOPER USLS 1929                         041 29 17.3
 PG1924:UTM  18      -  COOPER USLS 1929                         039 43 26.4
 PG1924
 PG1924|---------------------------------------------------------------------|
 PG1924| PID    Reference Object                     Distance      Geod. Az  |
 PG1924|                                                           dddmmss.s |
 PG1924| PG1879 COOPER USLS 1929                    APPROX. 3.5 KM 0405206.9 |
 PG1924|---------------------------------------------------------------------|
 PG1924
 PG1924                          SUPERSEDED SURVEY CONTROL
 PG1924
 PG1924  NAD 83(1996)-  44 52 36.25512(N)    073 22 40.88023(W) AD(       ) 3
 PG1924  NAD 83(1992)-  44 52 36.25346(N)    073 22 40.87940(W) AD(       ) 3
 PG1924  NAD 83(1986)-  44 52 36.26091(N)    073 22 40.88117(W) AD(       ) 3
 PG1924  NAD 27      -  44 52 36.12900(N)    073 22 42.41100(W) AD(       ) 3
 PG1924
 PG1924.Superseded values are not recommended for survey control.
 PG1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1924.See file dsdata.txt to determine how the superseded data were derived.
 PG1924
 PG1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2811170537(NAD 83)
 PG1924_MARKER: DH = HORIZONTAL CONTROL DISK
 PG1924_SETTING: 80 = SET IN A BOULDER
 PG1924_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PG1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1924+STABILITY: SURFACE MOTION
 PG1924
 PG1924  HISTORY     - Date     Condition        Report By
 PG1924  HISTORY     - 1929     MONUMENTED       USLS
 PG1924
 PG1924                          STATION DESCRIPTION
 PG1924
 PG1924'DESCRIBED BY US LAKE SURVEY 1929
 PG1924'STATION IS LOCATED ON TREMBLEAU POINT, ABOUT 3/4 MILE S OF CHAZY
 PG1924'LANDING.  IT IS 7 FEET ABOVE LOW WATER (STANDARD LAKE DATUM).
 PG1924'
 PG1924'STATION MARK IS A CROSS IN A STANDARD U.S. LAKE SURVEY DISK SET IN A
 PG1924'ROCK OF SLATE COMPOSITION 10 BY 13 BY 6 FEET HIGH.
 PG1924'
 PG1924'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS
 PG1924'SET IN CONCRETE POSTS PROJECTING 2 INCHES ABOVE THE GROUND NEAR
 PG1924'BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1925 ***********************************************************************
 PG1925  DESIGNATION -  CHAZY WH MINOR FOUND HS CLKTWR
 PG1925  PID         -  PG1925
 PG1925  STATE/COUNTY-  NY/CLINTON
 PG1925  USGS QUAD   -  CHAMPLAIN (1966)
 PG1925
 PG1925                         *CURRENT SURVEY CONTROL
 PG1925  ___________________________________________________________________
 PG1925* NAD 83(1996)-  44 53 13.12037(N)    073 25 59.53368(W)     ADJUSTED  
 PG1925* NAVD 88     -                                                        
 PG1925  ___________________________________________________________________
 PG1925  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 PG1925  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 PG1925
 PG1925  HORZ ORDER  -  THIRD
 PG1925
 PG1925.The horizontal coordinates were established by classical geodetic methods
 PG1925.and adjusted by the National Geodetic Survey in January 1999..
 PG1925
 PG1925
 PG1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1925
 PG1925.The geoid height was determined by GEOID03.
 PG1925
 PG1925;                    North         East     Units Scale Factor Converg.
 PG1925;SPC NY E     -   672,868.921   234,270.304   MT  0.99998730   +0 45 10.4
 PG1925;SPC NY E     - 2,207,570.78    768,601.82   sFT  0.99998730   +0 45 10.4
 PG1925;SPC VT       -   265,622.441   426,277.935   MT  1.00003109   -0 39 31.0
 PG1925;UTM  18      - 4,971,589.233   623,730.124   MT  0.99978825   +1 06 21.0
 PG1925
 PG1925                          SUPERSEDED SURVEY CONTROL
 PG1925
 PG1925  NAD 83(1996)-  44 53 13.12037(N)    073 25 59.53369(W) AD(       ) 4
 PG1925  NAD 83(1992)-  44 53 13.11939(N)    073 25 59.53314(W) AD(       ) 4
 PG1925  NAD 83(1986)-  44 53 13.12671(N)    073 25 59.53476(W) AD(       ) 4
 PG1925  NAD 27      -  44 53 12.98300(N)    073 26 01.05300(W) AD(       ) 3
 PG1925
 PG1925.Superseded values are not recommended for survey control.
 PG1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1925.See file dsdata.txt to determine how the superseded data were derived.
 PG1925
 PG1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2373071589(NAD 83)
 PG1925_MARKER: 55 = TOWER
 PG1925
 PG1925  HISTORY     - Date     Condition        Report By
 PG1925  HISTORY     - 1942     FIRST OBSERVED   CGS
 PG1925  HISTORY     - 1957     GOOD             CGS
 PG1925
 PG1925                          STATION DESCRIPTION
 PG1925
 PG1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG1925'THE STATION IS LOCATED IN THE CENTRAL PART OF THE VILLAGE OF CHAZY,
 PG1925'ABOUT 0.2 MILE E OF STATE ROUTE 9, 300 FEET S OF AN E-W STREET.
 PG1925'
 PG1925'THE CLOCK TOWER IS NEAR THE E END OF A THREE-STORY SCHOOL BUILDING,
 PG1925'AND IS ABOUT 135 FEET HIGH.  THE TOWER IS FOUR-SIDED AND HAS A RED
 PG1925'TILE DOME.  IT WAS ERECTED IN 1916.
 PG1925'
 PG1925'OBJECT OBSERVED ON WAS THE APEX OF THE DOME.
 PG1925
 PG1925                          STATION RECOVERY (1957)
 PG1925
 PG1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 PG1925'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1416 ***********************************************************************
 NC1416  DESIGNATION -  CHE DEK 1
 NC1416  PID         -  NC1416
 NC1416  STATE/COUNTY-  NY/ERIE
 NC1416  USGS QUAD   -  BUFFALO NE (1965)
 NC1416
 NC1416                         *CURRENT SURVEY CONTROL
 NC1416  ___________________________________________________________________
 NC1416* NAD 83(1996)-  42 56 43.01764(N)    078 45 56.65265(W)     ADJUSTED  
 NC1416* NAVD 88     -       218.     (meters)     715.     (feet)  VERTCON   
 NC1416  ___________________________________________________________________
 NC1416  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NC1416  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1416
 NC1416  HORZ ORDER  -  SECOND
 NC1416
 NC1416.The horizontal coordinates were established by classical geodetic methods
 NC1416.and adjusted by the National Geodetic Survey in January 1999..
 NC1416
 NC1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1416
 NC1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1416
 NC1416.The geoid height was determined by GEOID03.
 NC1416
 NC1416;                    North         East     Units Scale Factor Converg.
 NC1416;SPC NY W     -   327,107.884   335,114.378   MT  0.99994022   -0 07 27.4
 NC1416;SPC NY W     - 1,073,186.45  1,099,454.42   sFT  0.99994022   -0 07 27.4
 NC1416;UTM  17      - 4,757,160.504   682,276.009   MT  1.00000875   +1 31 21.4
 NC1416
 NC1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1416!SPC NY W     -   0.99997134  x   0.99994022  =   0.99991156
 NC1416!UTM  17      -   0.99997134  x   1.00000875  =   0.99998009
 NC1416
 NC1416:                Primary Azimuth Mark                     Grid Az
 NC1416:SPC NY W     -  WILLIAMSVILLE SS PETER PAUL CH           035 26 21.4
 NC1416:UTM  17      -  WILLIAMSVILLE SS PETER PAUL CH           033 47 32.6
 NC1416
 NC1416|---------------------------------------------------------------------|
 NC1416| PID    Reference Object                     Distance      Geod. Az  |
 NC1416|                                                           dddmmss.s |
 NC1416| NC1165 WILLIAMSVILLE SS PETER PAUL CH      APPROX. 2.3 KM 0351854.0 |
 NC1416| AJ1698 CHE DEK 1 AZ MK A                                  2661845.0 |
 NC1416|---------------------------------------------------------------------|
 NC1416
 NC1416                          SUPERSEDED SURVEY CONTROL
 NC1416
 NC1416  NAD 83(1986)-  42 56 43.02371(N)    078 45 56.65007(W) AD(       ) 2
 NC1416  NAD 27      -  42 56 42.81458(N)    078 45 57.53390(W) AD(       ) 2
 NC1416  NGVD 29 (07/19/86)  218.     (m)          715.     (f) VERT ANG       
 NC1416
 NC1416.Superseded values are not recommended for survey control.
 NC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1416.See file dsdata.txt to determine how the superseded data were derived.
 NC1416
 NC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8227657161(NAD 83)
 NC1416_MARKER: DD = SURVEY DISK
 NC1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1416_STAMPING: CHE DEK 1 1972
 NC1416_MARK LOGO: NY-029
 NC1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1416+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2000
 NC1416
 NC1416  HISTORY     - Date     Condition        Report By
 NC1416  HISTORY     - 1972     MONUMENTED       NY-029
 NC1416  HISTORY     - 1990     GOOD             USPSQD
 NC1416  HISTORY     - 19910101 GOOD             HAYDEN
 NC1416  HISTORY     - 20001101 GOOD             INDIV
 NC1416
 NC1416                          STATION DESCRIPTION
 NC1416
 NC1416'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1416'STATION IS LOCATED IN TOWN OF CHEEKTOWAGA ABOUT 1.5 MILES
 NC1416'SOUTHWEST OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 2.4
 NC1416'MILES SOUTHEAST OF EGGERTSVILLE.
 NC1416'
 NC1416'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE,
 NC1416'GO WEST ON MAIN ST. FOR 0.05 TO CAYUGA RD.  TURN LEFT AND GO
 NC1416'SOUTH ON CAYUGA RD. FOR 1.5 MILES TO CLEVELAND DRIVE.  TURN
 NC1416'RIGHT AND GO WEST ON CLEVELAND DRIVE FOR 1.15 MILES TO STATION
 NC1416'ON RIGHT AT THE NORTHEAST CORNER OF CLEVELAND DRIVE OVERPASS
 NC1416'OVER YOUNGMANN EXPRESSWAY (INTERSTATE 290).
 NC1416'
 NC1416'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1416'IN THE BRIDGE SIDEWALK.  THE DISK IS STAMPED CHE-DEK-1 1972.
 NC1416'
 NC1416'NO UNDERGROUND DISK WAS ESTABLISHED.
 NC1416'
 NC1416'AZIMUTH MARK TO NORTHEAST WAS THE CENTERLINE OF THE BASE OF
 NC1416'THE CROSS ATOP THE SPIRE ON STS. PETER AND PAUL R.C. CHURCH ON
 NC1416'GLEN AVE. NEAR MAIN ST. IN WILLIAMSVILLE.
 NC1416'
 NC1416'DISTANCE AND DIRECTION FROM STATION.
 NC1416'
 NC1416'RP-1 EAST END OF BRIDGE WALK ON NORTH SIDE OF CLEVELAND
 NC1416'DRIVE 3.58 FEET E
 NC1416'
 NC1416'RP-2 FACE OF CURB ON NORTH SIDE OF CELVELAND DRIVE 2.17 FEET S
 NC1416'
 NC1416'RP-3 CENTERLINE OF CLEVELAND DRIVE 28.7 FEET S
 NC1416'
 NC1416'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1416'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1416'CHE-DEK-1 AZ. A 1972.
 NC1416'
 NC1416'TO REACH FROM CHE-DEK-1, GO WEST ON CLEVELAND DRIVE FOR 0.35
 NC1416'MILES TO BIRKDALE ROAD AND STATION ON LEFT AT THE SOUTHEAST
 NC1416'CORNER OF THE INTERSECTION.
 NC1416'
 NC1416'DISTANCE AND DIRECTION FROM STATION
 NC1416'
 NC1416'RP-1 CENTER OF METAL TRAFFIC LIGHT POST 26.62 FEET SW
 NC1416'
 NC1416'RP-2 CENTERLINE OF BIRKDALE ROAD 30.0 FEET W
 NC1416'
 NC1416'RP-3 CENTERLINE OF CLEVELAND DRIVE 21.2 FEET N
 NC1416'
 NC1416'RP-4 SOUTHWEST CORNER OF INLET 5.26 FEET NE
 NC1416'
 NC1416'RP-5 NORTH EDGE OF EAST-WEST SIDEWALK 14.54 FEET S
 NC1416
 NC1416                          STATION RECOVERY (1990)
 NC1416
 NC1416'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLS)
 NC1416'RECOVERED IN GOOD CONDITION.
 NC1416
 NC1416                          STATION RECOVERY (1991)
 NC1416
 NC1416'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1416'CHE DEK 1 1972 IS IN GOOD CONDITION.  CHE-DEK 1 AZ A 1972 IS IS GOOD
 NC1416'CONDITION.  CHURCH SPIRE AZIMUTH IS VISIBLE-CLEAR LINE OF SIGHT.
 NC1416
 NC1416                          STATION RECOVERY (2000)
 NC1416
 NC1416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (KMS)
 NC1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1181 ***********************************************************************
 NC1181  DESIGNATION -  CHE FRA 1
 NC1181  PID         -  NC1181
 NC1181  STATE/COUNTY-  NY/ERIE
 NC1181  USGS QUAD   -  ORCHARD PARK (1965)
 NC1181
 NC1181                         *CURRENT SURVEY CONTROL
 NC1181  ___________________________________________________________________
 NC1181* NAD 83(1996)-  42 56 32.90447(N)    078 42 32.83014(W)     ADJUSTED  
 NC1181* NAVD 88     -       211.     (meters)     692.     (feet)  VERTCON   
 NC1181  ___________________________________________________________________
 NC1181  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 NC1181  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 NC1181
 NC1181  HORZ ORDER  -  SECOND
 NC1181
 NC1181.The horizontal coordinates were established by classical geodetic methods
 NC1181.and adjusted by the National Geodetic Survey in January 1999..
 NC1181
 NC1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1181
 NC1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1181
 NC1181.The geoid height was determined by GEOID03.
 NC1181
 NC1181;                    North         East     Units Scale Factor Converg.
 NC1181;SPC NY W     -   326,787.357   339,734.353   MT  0.99993880   -0 05 08.5
 NC1181;SPC NY W     - 1,072,134.85  1,114,611.79   sFT  0.99993880   -0 05 08.5
 NC1181;UTM  17      - 4,756,972.869   686,903.656   MT  1.00002977   +1 33 40.1
 NC1181
 NC1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1181!SPC NY W     -   0.99997243  x   0.99993880  =   0.99991123
 NC1181!UTM  17      -   0.99997243  x   1.00002977  =   1.00000220
 NC1181
 NC1181:                Primary Azimuth Mark                     Grid Az
 NC1181:SPC NY W     -  CHE FRA 1 AZ MK A                        074 21 14.9
 NC1181:UTM  17      -  CHE FRA 1 AZ MK A                        072 42 26.3
 NC1181
 NC1181|---------------------------------------------------------------------|
 NC1181| PID    Reference Object                     Distance      Geod. Az  |
 NC1181|                                                           dddmmss.s |
 NC1181| CZ9833 CHE FRA 1 AZ MK A                                  0741606.4 |
 NC1181| AI5680 CHE FRA 1 AZ MK B                                  2562414.9 |
 NC1181|---------------------------------------------------------------------|
 NC1181
 NC1181                          SUPERSEDED SURVEY CONTROL
 NC1181
 NC1181  NAD 83(1986)-  42 56 32.91065(N)    078 42 32.82740(W) AD(       ) 2
 NC1181  NAD 27      -  42 56 32.70040(N)    078 42 33.71819(W) AD(       ) 2
 NC1181  NGVD 29 (07/19/86)  211.     (m)          692.     (f) VERT ANG       
 NC1181
 NC1181.Superseded values are not recommended for survey control.
 NC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1181.See file dsdata.txt to determine how the superseded data were derived.
 NC1181
 NC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8690456973(NAD 83)
 NC1181_MARKER: DD = SURVEY DISK
 NC1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1181_STAMPING: CHE FRA 1 1972
 NC1181_PROJECTION: FLUSH
 NC1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1181
 NC1181  HISTORY     - Date     Condition        Report By
 NC1181  HISTORY     - 1972     MONUMENTED       NY-029
 NC1181  HISTORY     - 19980801 GOOD             FA
 NC1181
 NC1181                          STATION DESCRIPTION
 NC1181
 NC1181'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1181'STATION IS LOCATED IN TOWN OF CHEEKTOWAGA ABOUT 2.4 MILES
 NC1181'SOUTHEAST OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO 0.6
 NC1181'MILES SOUTH OF INTERCHANGE 49 OF THE N.Y. THRUWAY (INTERSTATE 90).
 NC1181'
 NC1181'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE,
 NC1181'GO EAST ON MAIN ST. (N.Y. RTE. 5) FOR 1.1 MILES TO YOUNGS
 NC1181'ROAD.  TURN RIGHT AND GO SOUTH ON YOUNGS ROAD FOR 1.4 MILES TO
 NC1181'AERO DRIVE.  TURN LEFT AND GO SOUTHEAST ON AERO DRIVE FOR 0.5
 NC1181'MILES TO JUNCTION OF SUGG ROAD.  CONTINUE TO LEFT ON AERO DRIVE
 NC1181'TO NORTHEAST FOR 0.5 MILES AND STATION ON RIGHT IN FRONT OF
 NC1181'WEAVER MFG. CO. BUILDING NO. 991.
 NC1181'
 NC1181'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1181'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED CHE-FRA-1
 NC1181'1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1181'
 NC1181'DISTANCE AND DIRECTION FROM STATION.
 NC1181'
 NC1181'RP-1 CENTERLINE OF AERO DRIVE 27.6 FEET N
 NC1181'
 NC1181'RP-2 CENTERLINE OF DRIVE TO BUILDING NO. 991 41.1 FEET E
 NC1181'
 NC1181'RP-3 NORTHEAST CORNER OF WEAVER MFG. CO. QUONSET BUILDING
 NC1181'NO. 991 147.11 FEET SE
 NC1181'
 NC1181'RP-4 NORTHWEST CORNER OF ABOVE BLDG. NO. 991 145.95 FEET SW
 NC1181'
 NC1181'RP-5 NORTHEAST CORNER OF R AND F MOLD CO. INC. CONCRETE BLOCK
 NC1181'BLDG.  223.55 FEET SW
 NC1181'
 NC1181'AZIMUTH MARK IS A STANDARD ERIE COUNTY DISK SET FLUSH IN THE
 NC1181'TOP OF A CONCRETE CULVERT WALL.  THE DISK IS STAMPED CHE-FRA-1
 NC1181'AZ. A 1972.
 NC1181'
 NC1181'TO REACH FROM CHE-FRA-1, GO NORTHEAST ALONG AERO DRIVE FOR
 NC1181'0.35 MILES TO STATION ON LEFT AT THE EAST ONE OF TWO CULVERTS
 NC1181'CROSSING BENEATH AERO DRIVE.
 NC1181'
 NC1181'DISTANCE AND DIRECTION FROM STATION.
 NC1181'
 NC1181'RP-1 EAST END OF CONCRETE CULVERT WALL 2.2 FEET E
 NC1181'
 NC1181'RP-2 CENTERLINE OF AERO DRIVE 27.8 FEET S
 NC1181'
 NC1181'RP-3 CENTERLINE OF TRANSIT ROAD (0.28 MILES, APPROX.) E
 NC1181'
 NC1181'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1181'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK WAS SLIGHTLY
 NC1181'TIPPED IN MONUMENT WHEN SET.  THE DISK IS STAMPED CHE-FRA-1
 NC1181'AZ. B 1972.
 NC1181'
 NC1181'TO REACH FROM CHE-FRA-1, GO SOUTHWEST ON AERO DRIVE FOR 0.47
 NC1181'MILES TO STATION ON LEFT IN THE SOUTH SIDE OF A TRIANGULAR
 NC1181'GRASS MEDIAN AT AERO DRIVE AND SUGG ROAD.
 NC1181'
 NC1181'DISTANCE AND DIRECTION FROM STATION.
 NC1181'
 NC1181'RP-1 NORTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 255 155.46
 NC1181'FEET S
 NC1181'
 NC1181'RP-2 CENTERLINE OF SUGG ROAD 34.5 FEET SW.
 NC1181'
 NC1181'RP-3 NORTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 621 130.56
 NC1181'FEET SW
 NC1181'RP-4 SOUTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 636 118.25
 NC1181'FEET NW
 NC1181
 NC1181                          STATION RECOVERY (1998)
 NC1181
 NC1181'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (BW)
 NC1181'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1131 ***********************************************************************
 NC1131  DESIGNATION -  CHE MIL 1
 NC1131  PID         -  NC1131
 NC1131  STATE/COUNTY-  NY/ERIE
 NC1131  USGS QUAD   -  ORCHARD PARK (1965)
 NC1131
 NC1131                         *CURRENT SURVEY CONTROL
 NC1131  ___________________________________________________________________
 NC1131* NAD 83(1996)-  42 51 53.02872(N)    078 42 31.82997(W)     ADJUSTED  
 NC1131* NAVD 88     -       205.     (meters)     673.     (feet)  VERTCON   
 NC1131  ___________________________________________________________________
 NC1131  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NC1131  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1131
 NC1131  HORZ ORDER  -  SECOND
 NC1131
 NC1131.The horizontal coordinates were established by classical geodetic methods
 NC1131.and adjusted by the National Geodetic Survey in January 1999..
 NC1131
 NC1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1131
 NC1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1131
 NC1131.The geoid height was determined by GEOID03.
 NC1131
 NC1131;                    North         East     Units Scale Factor Converg.
 NC1131;SPC NY W     -   318,151.296   339,744.149   MT  0.99993879   -0 05 07.4
 NC1131;SPC NY W     - 1,043,801.38  1,114,643.93   sFT  0.99993879   -0 05 07.4
 NC1131;UTM  17      - 4,748,339.860   687,161.480   MT  1.00003096   +1 33 32.6
 NC1131
 NC1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1131!SPC NY W     -   0.99997335  x   0.99993879  =   0.99991214
 NC1131!UTM  17      -   0.99997335  x   1.00003096  =   1.00000431
 NC1131
 NC1131:                Primary Azimuth Mark                     Grid Az
 NC1131:SPC NY W     -  WEST SENECA CH OF THE HELPERS            252 30 59.4
 NC1131:UTM  17      -  WEST SENECA CH OF THE HELPERS            250 52 19.4
 NC1131
 NC1131|---------------------------------------------------------------------|
 NC1131| PID    Reference Object                     Distance      Geod. Az  |
 NC1131|                                                           dddmmss.s |
 NC1131| NC1464 WEST SENECA CH OF THE HELPERS       APPROX. 4.0 KM 2522552.0 |
 NC1131| CZ9834 CHE MIL 1 AZ MK A                                  3564828.1 |
 NC1131|---------------------------------------------------------------------|
 NC1131
 NC1131                          SUPERSEDED SURVEY CONTROL
 NC1131
 NC1131  NAD 83(1986)-  42 51 53.03494(N)    078 42 31.82696(W) AD(       ) 2
 NC1131  NAD 27      -  42 51 52.82329(N)    078 42 32.72065(W) AD(       ) 2
 NC1131  NGVD 29 (07/19/86)  205.     (m)          673.     (f) VERT ANG       
 NC1131
 NC1131.Superseded values are not recommended for survey control.
 NC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1131.See file dsdata.txt to determine how the superseded data were derived.
 NC1131
 NC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8716148340(NAD 83)
 NC1131_MARKER: DD = SURVEY DISK
 NC1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1131
 NC1131  HISTORY     - Date     Condition        Report By
 NC1131  HISTORY     - 1972     MONUMENTED       NY-029
 NC1131
 NC1131                          STATION DESCRIPTION
 NC1131
 NC1131'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1131'STATION IS LOCATED IN THE TOWN OF CHEETOWAGA ABOUT 2.65 MILES
 NC1131'SOUTH SOUTHWEST OF THE VILLAGE OF DEPEW AND ABOUT 0.5 MILE
 NC1131'NORTH OF BUFFALO CREEK.  IT IS ABOUT 1 MILE NORTHWEST OF THE
 NC1131'COMMUNITY OF BLOSSOM AND ABOUT 0.6 MILE WEST OF U.S. RTE 20.
 NC1131'
 NC1131'TO REACH FROM THE INTERSECTION OF U.S. RTE 20 (TRANSIT ROAD)
 NC1131'AND N.Y. RTE. 130 (BROADWAY) IN THE CENTER OF THE VILLAGE OF
 NC1131'DEPEW GO SOUTH ON TRANSIT ROAD FOR 2.90 MILES TO INTERSECTION
 NC1131'WITH N.Y. RTE. 354 (CLINTON ROAD).  TURN RIGHT AND GO WEST ON
 NC1131'CLINTON ROAD FOR 0.63 MILE TO INTERSECTION WITH BORDEN ROAD.
 NC1131'TURN RIGHT AND GO NORTH ON BORDEN ROAD FOR 0.42 MILE TO STATION
 NC1131'ON THE RIGHT ON THE EAST SIDE OF THE ROAD IN FRONT OF HOUSE
 NC1131'NO. 365 (THE T. COSTA RESIDENCE).
 NC1131'
 NC1131'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN
 NC1131'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE
 NC1131'DISK IS STAMPED CHE-MIL 1 1972.  AN UNDERGROUND DISK WAS SET
 NC1131'AND STAMPED THE SAME.
 NC1131'
 NC1131'AZIMUTH MARK SIGHTED TO THE WSW WAS THE CENTERLINE OF THE BASE
 NC1131'OF THE CROSS ON THE SPIRE OF THE CHURCH OF THE 14 HOLY
 NC1131'HELPERS (NGS NO. 81) ON SOUTH SIDE OF BUFFALO CREEK IN THE
 NC1131'COMMUNITY OF GERDENVILLE, TOWN OF WEST SENECA.  IT IS ON THE
 NC1131'NORTH SIDE OF INDIAN CHURCH ROAD ABOUT 300 FEET WEST OF UNION
 NC1131'ROAD (N.Y. RTE. 277)
 NC1131'
 NC1131'DISTANCE AND DIRECTION FROM STATION
 NC1131'
 NC1131'RP-1 NORTHWEST CORNER OF BRICK HOUSE NO. 365 (T. COSTA
 NC1131'RESIDENCE) 59.41 FEET NE
 NC1131'
 NC1131'RP-2 SOUTHWEST CORNER OF BRICK HOUSE NO. 365 (T. COSTA
 NC1131'RESIDENCE) 47.74 FEET SE
 NC1131'
 NC1131'RP-3 CENTER OF BORDEN ROAD AT INTERSECTION WITH CENTERLINE
 NC1131'OF LYNETTE COURT 184.5 FEET SW
 NC1131'
 NC1131'RP-4 CENTERLINE OF BORDEN ROAD 24.29 FEET W
 NC1131'
 NC1131'RP-5 CENTER OF TOP OF FIRE HYDRANT ON WEST SIDE OF BORDEN
 NC1131'ROAD 85.55 FEET NW
 NC1131'
 NC1131'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1131'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1131'IS STAMPED CHE-MIL 1 AZ. A 1972.
 NC1131'
 NC1131'TO REACH FROM CHE-MIL 1 GO NORTH ON BORDEN ROAD FOR 0.22 MILE
 NC1131'TO STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION
 NC1131'WITH FRENCH ROAD.  IT IS JUST SOUTH OF DRIVEWAY TO A MOBIL
 NC1131'SERVICE STATION.
 NC1131'
 NC1131'DISTANCE AND DIRECTION FROM STATION
 NC1131'
 NC1131'RP-1 CENTERLINE OF BORDEN ROAD 41.7 FEET E
 NC1131'
 NC1131'RP-2 CHISELED CROSS ON RIM OF WATER METER BOX 16.86 FEET SE
 NC1131'
 NC1131'RP-3 SOUTHEAST CORNER OF MOBIL SERVICE STATION BUILDING
 NC1131'101.28 FEET NW
 NC1131'
 NC1131'RP-4 NORTHEAST CORNER OF MOBIL SERVICE STATION BUILDING
 NC1131'114.20 FEET NW
 NC1131'RP-5 NEAR EDGE OF YELLOW GUARD POST 1.1 FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1421 ***********************************************************************
 NC1421  DESIGNATION -  CHE MOS 1
 NC1421  PID         -  NC1421
 NC1421  STATE/COUNTY-  NY/ERIE
 NC1421  USGS QUAD   -  BUFFALO NE (1965)
 NC1421
 NC1421                         *CURRENT SURVEY CONTROL
 NC1421  ___________________________________________________________________
 NC1421* NAD 83(1996)-  42 52 45.63142(N)    078 46 27.33972(W)     ADJUSTED  
 NC1421* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 NC1421  ___________________________________________________________________
 NC1421  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 NC1421  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NC1421
 NC1421  HORZ ORDER  -  SECOND
 NC1421
 NC1421.The horizontal coordinates were established by classical geodetic methods
 NC1421.and adjusted by the National Geodetic Survey in January 1999..
 NC1421
 NC1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1421
 NC1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1421
 NC1421.The geoid height was determined by GEOID03.
 NC1421
 NC1421;                    North         East     Units Scale Factor Converg.
 NC1421;SPC NY W     -   319,784.472   334,402.115   MT  0.99994049   -0 07 47.7
 NC1421;SPC NY W     - 1,049,159.56  1,097,117.61   sFT  0.99994049   -0 07 47.7
 NC1421;UTM  17      - 4,749,819.162   681,774.348   MT  1.00000651   +1 30 53.8
 NC1421
 NC1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1421!SPC NY W     -   0.99999140  x   0.99994049  =   0.99993189
 NC1421!UTM  17      -   0.99999140  x   1.00000651  =   0.99999791
 NC1421
 NC1421:                Primary Azimuth Mark                     Grid Az
 NC1421:SPC NY W     -  CHE MOS 1 AZ MK A                        359 56 38.9
 NC1421:UTM  17      -  CHE MOS 1 AZ MK A                        358 17 57.4
 NC1421
 NC1421|---------------------------------------------------------------------|
 NC1421| PID    Reference Object                     Distance      Geod. Az  |
 NC1421|                                                           dddmmss.s |
 NC1421| CZ9835 CHE MOS 1 AZ MK A                                  3594851.2 |
 NC1421|---------------------------------------------------------------------|
 NC1421
 NC1421                          SUPERSEDED SURVEY CONTROL
 NC1421
 NC1421  NAD 83(1986)-  42 52 45.63750(N)    078 46 27.33682(W) AD(       ) 2
 NC1421  NAD 27      -  42 52 45.42745(N)    078 46 28.22199(W) AD(       ) 2
 NC1421  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 NC1421
 NC1421.Superseded values are not recommended for survey control.
 NC1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1421.See file dsdata.txt to determine how the superseded data were derived.
 NC1421
 NC1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8177449819(NAD 83)
 NC1421_MARKER: DD = SURVEY DISK
 NC1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1421
 NC1421  HISTORY     - Date     Condition        Report By
 NC1421  HISTORY     - 1972     MONUMENTED       NY-029
 NC1421
 NC1421                          STATION DESCRIPTION
 NC1421
 NC1421'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1421'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 1.5 MILES
 NC1421'SOUTHEAST OF THE VILLAGE OF SLOAN.  IT IS ALSO 0.8 MILES
 NC1421'NORTHEAST OF INTERCHANGE 53 ON THE NY THRUWAY (INTERSTATE 90).
 NC1421'
 NC1421'TO REACH FROM HARLEM RD. AND WILLIAM STREET IN SLOAN, GO EAST
 NC1421'ON WILLIAM ST. FOR 0.55 MILES TO HENRY STREET.  TURN RIGHT AND
 NC1421'GO SOUTH ON HENRY STREET FOR 0.35 MILES TO THE NY THRUWAY
 NC1421'(INTERSTATE 90) AND STATION ON RIGHT AT THE NORTHWEST CORNER OF
 NC1421'THE INTERSECTION.
 NC1421'
 NC1421'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1421'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 NC1421'STAMPED CHE-MOS-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1421'AND STAMPED THE SAME.
 NC1421'
 NC1421'FIRST AZIMUTH TO NORTH IS THE CENTERLINE OF THE BASE OF THE
 NC1421'CROSS ON THE HIGHEST SPIRE ON THE CHAPEL AT THE IMMACULATE
 NC1421'HEART OF MARY CHILDRENS HOME AT MILSON AVE. AND COLUMBUS ST.
 NC1421'IN BUFFALO.
 NC1421'
 NC1421'DISTANCE AND DIRECTION FROM STATION
 NC1421'
 NC1421'RP-1 PK NAIL IN TOP CENTER OF FIRST GUARD RAIL POST NORTH
 NC1421'OF BRIDGE 3.42 FEET NE
 NC1421'
 NC1421'RP-2 WEST EDGE OF WEST SIDEWALK 4.74 FEET E
 NC1421'
 NC1421'RP-3 NORTHWEST CORNER OF NORTHWEST ABUTMENT 9.26 FEET S
 NC1421'
 NC1421'RP-4 CENTERLINE OF HENRY STREET 22.0 FEET E
 NC1421'
 NC1421'RP-5 EDGE OF INTERSTATE RIGHT-OF-WAY FENCE 16.2 FEET SW
 NC1421'
 NC1421'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1421'IN A CONCRETE WALK ON THE NORTH SIDE OF WILLIAM ST. ABOUT 30
 NC1421'FEET WEST OF HENRY STREET.  THE DISK IS STAMPED CHE-MOS-1
 NC1421'AZ. A 1972.
 NC1421'
 NC1421'TO REACH FROM CHE-MOS-1, GO NORTH ON HENRY STREET FOR 0.35
 NC1421'MILES TO WILLIAM ST. AND STATION ON LEFT AS DESCRIBED.
 NC1421'
 NC1421'DISTANCE AND DIRECTION FROM STATION
 NC1421'
 NC1421'RP-1 NORTH EDGE OF EAST-WEST SIDEWALK 1.8 FEET N
 NC1421'
 NC1421'RP-2 SOUTH EDGE OF EAST-WEST SIDEWALK 2.2 FEET S
 NC1421'
 NC1421'RP-3 CENTERLINE OF WILLIAM ST.  32.0 FEET S
 NC1421'
 NC1421'RP-4 EXTENDED CENTERLINE OF HENRY ST.  29.0 FEET E
 NC1421'
 NC1421'RP-5 EDGE OF TELEPHONE POLE NO. NYT 2602 44.6 FEET E
 NC1421'
 NC1421'RP-6 CENTER OF LARGE WATER VALVE BOX 12.7 FEET SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1430 ***********************************************************************
 NC1430  DESIGNATION -  CHE RAT 1
 NC1430  PID         -  NC1430
 NC1430  STATE/COUNTY-  NY/ERIE
 NC1430  USGS QUAD   -  BUFFALO NE (1965)
 NC1430
 NC1430                         *CURRENT SURVEY CONTROL
 NC1430  ___________________________________________________________________
 NC1430* NAD 83(1996)-  42 56 00.24903(N)    078 47 56.00203(W)     ADJUSTED  
 NC1430* NAVD 88     -       207.     (meters)     679.     (feet)  VERTCON   
 NC1430  ___________________________________________________________________
 NC1430  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NC1430  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NC1430
 NC1430  HORZ ORDER  -  SECOND
 NC1430
 NC1430.The horizontal coordinates were established by classical geodetic methods
 NC1430.and adjusted by the National Geodetic Survey in January 1999..
 NC1430
 NC1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1430
 NC1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1430
 NC1430.The geoid height was determined by GEOID03.
 NC1430
 NC1430;                    North         East     Units Scale Factor Converg.
 NC1430;SPC NY W     -   325,794.581   332,405.471   MT  0.99994131   -0 08 48.6
 NC1430;SPC NY W     - 1,068,877.72  1,090,566.95   sFT  0.99994131   -0 08 48.6
 NC1430;UTM  17      - 4,755,769.812   679,605.794   MT  0.99999686   +1 29 58.9
 NC1430
 NC1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1430!SPC NY W     -   0.99997307  x   0.99994131  =   0.99991438
 NC1430!UTM  17      -   0.99997307  x   0.99999686  =   0.99996993
 NC1430
 NC1430:                Primary Azimuth Mark                     Grid Az
 NC1430:SPC NY W     -  CHE RAT 1 AZ MK A                        263 01 32.5
 NC1430:UTM  17      -  CHE RAT 1 AZ MK A                        261 22 45.0
 NC1430
 NC1430|---------------------------------------------------------------------|
 NC1430| PID    Reference Object                     Distance      Geod. Az  |
 NC1430|                                                           dddmmss.s |
 NC1430| CZ9836 CHE RAT 1 AZ MK A                                  2625243.9 |
 NC1430| NC1411 RATH                                APPROX. 2.5 KM 2643232.9 |
 NC1430|---------------------------------------------------------------------|
 NC1430
 NC1430                          SUPERSEDED SURVEY CONTROL
 NC1430
 NC1430  NAD 83(1986)-  42 56 00.25511(N)    078 47 55.99931(W) AD(       ) 2
 NC1430  NAD 27      -  42 56 00.04664(N)    078 47 56.87922(W) AD(       ) 2
 NC1430  NGVD 29 (07/19/86)  207.     (m)          679.     (f) VERT ANG       
 NC1430
 NC1430.Superseded values are not recommended for survey control.
 NC1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1430.See file dsdata.txt to determine how the superseded data were derived.
 NC1430
 NC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7960655770(NAD 83)
 NC1430_MARKER: DD = SURVEY DISK
 NC1430_SETTING: 0 = UNSPECIFIED SETTING
 NC1430
 NC1430  HISTORY     - Date     Condition        Report By
 NC1430  HISTORY     - 1972     MONUMENTED       NY-029
 NC1430  HISTORY     - 1990     GOOD             USPSQD
 NC1430
 NC1430                          STATION DESCRIPTION
 NC1430
 NC1430'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1430'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ON EAST BOUNDARY
 NC1430'LINE OF THE CITY OF BUFFALO.  IT IS ALSO 1.7 MILES WEST OF
 NC1430'INTERCHANGE 51 ON THE NY THRUWAY (INTERSTATE 90).
 NC1430'
 NC1430'TO REACH FROM BAILEY AVE. (US RTE. 62) AND EAST DELAVAN AVE. IN
 NC1430'BUFFALO, GO EAST ON EAST DELAVAN AVE. FOR 0.78 MILE TO EGGERT
 NC1430'ROAD.  TURN LEFT AND GO NORTH ON EGGERT RD. FOR 0.7 MILES TO
 NC1430'THE KENSINGTON EXPRESSWAY (NY RTE. 33) AND THE STATION ON THE
 NC1430'RIGHT AT THE NORTHEAST CORNER OF THE INTERSECTION.
 NC1430'
 NC1430'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1430'IN THE CONCRETE WALK.  THE DISK IS STAMPED CHE-RAT-1 1972.  NO
 NC1430'UNDERGOUND DISK WAS SET.
 NC1430'
 NC1430'FIRST AZIMUTH TO WEST IS THE NGS STATION RATH 1972.
 NC1430'
 NC1430'SECOND AZIMUTH TO WEST IS THE CENTERLINE OF THE CROSS ATOP THE
 NC1430'BLESSED TRINITY R.C. CHURCH AT 317 LEROY AVE. IN
 NC1430'BUFFALO.  NOTE-CROSS APPEARS AS SINGLE LINE WHEN VIEWED FROM
 NC1430'STATION.
 NC1430'
 NC1430'DISTANCE AND DIRECTION FROM STATION
 NC1430'
 NC1430'RP-1 JOINT IS EAST SIDEWALK OPPOSITE END OF BRIDGE
 NC1430'RAILING 9.87 FEET N
 NC1430'
 NC1430'RP-2 EDGE OF BRIDGE RAILING 2.11 FEET E
 NC1430'
 NC1430'RP-3 EXPANSION JOINT OVER NORTH BRIDGE ABUTMENT 1.40 FEET S
 NC1430'
 NC1430'RP-4 FACE OF CURB ON EAST SIDE OF EGGERT RD.  2.89 FEET W
 NC1430'
 NC1430'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1430'IN THE CONCRETE WALK ON THE EAST SIDE OF EDISON AVE. BRIDGE OVER
 NC1430'THE KENSINGTON EXPRESSWAY (NY RTE. 33).  THE DISK IS STAMPED
 NC1430'CHE-RAT-1 AZ. A 1972.
 NC1430'
 NC1430'TO REACH FROM CHE-RAT-1, GO NORTH ON EGGERT RD. FOR ABOUT 100
 NC1430'FEET TO GAIL AVE.  TURN LEFT AND GO WEST ON GAIL AVE. FOR
 NC1430'0.15 MILES TO EDISON AVE.  TURN LEFT AND GO SOUTH ON EDISON
 NC1430'AVE. FOR ABOUT 200 FEET TO STATION ON LEFT NEAR THE CENTER PIER
 NC1430'OF THE BRIDGE.
 NC1430'
 NC1430'DISTANCE AND DIRECTION FROM STATION
 NC1430'
 NC1430'RP-1 EXPANSION JOINT OVER CONCRETE CENTER PIER OF BRIDGE
 NC1430'13.3 FT. N
 NC1430'
 NC1430'RP-2 FACE OF CURB ON EAST SIDE OF EDISON AVE.  1.3 FEET W
 NC1430'
 NC1430'RP-3 EDGE OF FENCE ALONE EAST SIDE OF BRIDGE 3.4 FEET E
 NC1430'
 NC1430'RP-4 NORTHWEST EDGE OF MANHOLE RIM 6.3 FEET SE
 NC1430
 NC1430                          STATION RECOVERY (1990)
 NC1430
 NC1430'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 NC1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1409 ***********************************************************************
 NC1409  DESIGNATION -  CHE VET 1
 NC1409  PID         -  NC1409
 NC1409  STATE/COUNTY-  NY/ERIE
 NC1409  USGS QUAD   -  BUFFALO NE (1965)
 NC1409
 NC1409                         *CURRENT SURVEY CONTROL
 NC1409  ___________________________________________________________________
 NC1409* NAD 83(1996)-  42 56 14.15872(N)    078 47 02.45574(W)     ADJUSTED  
 NC1409* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 NC1409  ___________________________________________________________________
 NC1409  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NC1409  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 NC1409
 NC1409  HORZ ORDER  -  SECOND
 NC1409
 NC1409.The horizontal coordinates were established by classical geodetic methods
 NC1409.and adjusted by the National Geodetic Survey in January 1999..
 NC1409
 NC1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1409
 NC1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1409
 NC1409.The geoid height was determined by GEOID03.
 NC1409
 NC1409;                    North         East     Units Scale Factor Converg.
 NC1409;SPC NY W     -   326,220.786   333,620.567   MT  0.99994080   -0 08 12.1
 NC1409;SPC NY W     - 1,070,276.03  1,094,553.48   sFT  0.99994080   -0 08 12.1
 NC1409;UTM  17      - 4,756,230.783   680,808.212   MT  1.00000219   +1 30 35.7
 NC1409
 NC1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1409!SPC NY W     -   0.99997322  x   0.99994080  =   0.99991403
 NC1409!UTM  17      -   0.99997322  x   1.00000219  =   0.99997541
 NC1409
 NC1409:                Primary Azimuth Mark                     Grid Az
 NC1409:SPC NY W     -  CHEEKTOWAGA CO WATER AUTH TANK           002 14 00.4
 NC1409:UTM  17      -  CHEEKTOWAGA CO WATER AUTH TANK           000 35 12.6
 NC1409
 NC1409|---------------------------------------------------------------------|
 NC1409| PID    Reference Object                     Distance      Geod. Az  |
 NC1409|                                                           dddmmss.s |
 NC1409| NC1415 CHEEKTOWAGA CO WATER AUTH TANK      APPROX. 1.1 KM 0020548.3 |
 NC1409| AJ1699 CHE VET 1 AZ MK A                                  1823707.8 |
 NC1409|---------------------------------------------------------------------|
 NC1409
 NC1409                          SUPERSEDED SURVEY CONTROL
 NC1409
 NC1409  NAD 83(1986)-  42 56 14.16482(N)    078 47 02.45303(W) AD(       ) 2
 NC1409  NAD 27      -  42 56 13.95625(N)    078 47 03.33495(W) AD(       ) 2
 NC1409  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 NC1409
 NC1409.Superseded values are not recommended for survey control.
 NC1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1409.See file dsdata.txt to determine how the superseded data were derived.
 NC1409
 NC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8080856231(NAD 83)
 NC1409_MARKER: DD = SURVEY DISK
 NC1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1409_STAMPING: CHE VET 1 1972
 NC1409_MARK LOGO: NY-029
 NC1409_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1409+STABILITY: SURFACE MOTION
 NC1409
 NC1409  HISTORY     - Date     Condition        Report By
 NC1409  HISTORY     - 1972     MONUMENTED       NY-029
 NC1409  HISTORY     - 1989     POOR             USPSQD
 NC1409  HISTORY     - 19910101 POOR             HAYDEN
 NC1409
 NC1409                          STATION DESCRIPTION
 NC1409
 NC1409'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1409'STATION IS LOCATED IN TOWN OF CHEEKTOWAGA ABOUT 1 MILE NORTHWEST
 NC1409'OF INTERCHANGE NO. 51 (KENSINGTON EXPRESSWAY-NY RTE 33) ON
 NC1409'THE NY THRUWAY (INTERSTATE 90).  IT IS ALSO 0.3 MILES NORTH OF
 NC1409'THE INTERSECTION OF HARLEM ROAD AND THE KENSINGTON EXPRESSWAY
 NC1409'(NY RTE.33).
 NC1409'
 NC1409'TO REACH FROM GENESEE ROAD (NY RTE. 33B) AND HARLEM ROAD
 NC1409'IN CHEEKTOWAGA, GO NORTH ON HARLEM RD. FOR 1.05 MILES TO
 NC1409'LORETTO DRIVE AND STATION ON RIGHT AT SOUTHEAST CORNER OF
 NC1409'INTERSECTION IN THE GRASS PLOT BETWEEN SIDEWALK AND CURB.
 NC1409'
 NC1409'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1409'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1409'CHE-VET-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1409'THE SAME.
 NC1409'
 NC1409'NOTE-LINE OF SIGHT TO VETERANS RM-3 1972 WAS BLOCKED BY AN
 NC1409'ANTENNA ON THE ROOF OF THE VETERANS HOSPITAL.  STATION WAS NOT
 NC1409'OBSERVED BY THE NGS.
 NC1409'
 NC1409'AZIMUTH TO NORTH WAS THE CENTERLINE OF THE BALL ATOP THE
 NC1409'ERIE COUNTY WATER AUTHORITY WEST TANK LOCATED ON HARLEM
 NC1409'RD. 0.15 MILES NORTH OF CLEVELAND DRIVE, IN CHEEKTOWAGA
 NC1409'
 NC1409'DISTANCE AND DIRECTION FROM STATION
 NC1409'
 NC1409'RP-1 CENTERLINE OF HARLEM RD.  25.3 FEET W
 NC1409'
 NC1409'RP-2 CENTERLINE OF LORETTO DRIVE 39.0 FEET N
 NC1409'
 NC1409'RP-3 WEST EDGE OF NORTH-SOUTH SIDEWALK 2.12 FEET E
 NC1409'
 NC1409'RP-4 NORTHWEST CORNER OF HOUSE NO. 3 47.94 FEET E
 NC1409'
 NC1409'RP-5 SOUTHWEST CORNER OF HOUSE NO. 3 59.14 FEET SE
 NC1409'
 NC1409'RP-6 CENTER OF TOP NUT OF FIRE HYDRANT 38.46 FEET S
 NC1409'
 NC1409'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1409'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1409'CHE-VET-1 AZ. A 1972.
 NC1409'
 NC1409'TO REACH FROM CHE-VET-1, GO SOUTH ON HARLEM RD. FOR 0.28 MILES
 NC1409'TO STATION ON LEFT AT THE WEST BOUND ENTRANCE TO THE
 NC1409'KENSINGTON EXPRESSWAY (NY RTE. 33)
 NC1409'
 NC1409'DISTANCE AND DIRECTION FROM STATION
 NC1409'
 NC1409'RP-1 CENTER OF METAL LIGHT POST 38.33 FEET W
 NC1409'
 NC1409'RP-2 SOUTHEAST CORNER OF CYCLONE FENCE 14.83 FEET NW
 NC1409'
 NC1409'RP-3 SOUTHWEST CORNER OF MOST EASTERLY ONE TO TWO POSTS
 NC1409'SUPPORTING HWY. ROUTE SIGN 15.32 FEET NE
 NC1409'
 NC1409'RP-4 CENTERLINE OF HARLEM RD.  31.9 FEET E
 NC1409'
 NC1409'RP-5 CENTERLINE OF ACCESS RAMP TO RTE. 33 25.6 FEET S
 NC1409'
 NC1409'RP-6 NORTHWEST END OF CONCRETE WALK 1.0 FEET SE
 NC1409
 NC1409                          STATION RECOVERY (1989)
 NC1409
 NC1409'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLS)
 NC1409'MARK RECOVERED IN POOR CONDITION.
 NC1409
 NC1409                          STATION RECOVERY (1991)
 NC1409
 NC1409'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1409'CHE-VET 1 1972 WAS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1189 ***********************************************************************
 NC1189  DESIGNATION -  CHE WEB 1
 NC1189  PID         -  NC1189
 NC1189  STATE/COUNTY-  NY/ERIE
 NC1189  USGS QUAD   -  ORCHARD PARK (1965)
 NC1189
 NC1189                         *CURRENT SURVEY CONTROL
 NC1189  ___________________________________________________________________
 NC1189* NAD 83(1996)-  42 52 50.70512(N)    078 43 35.87660(W)     ADJUSTED  
 NC1189* NAVD 88     -       192.     (meters)     630.     (feet)  VERTCON   
 NC1189  ___________________________________________________________________
 NC1189  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 NC1189  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NC1189
 NC1189  HORZ ORDER  -  SECOND
 NC1189
 NC1189.The horizontal coordinates were established by classical geodetic methods
 NC1189.and adjusted by the National Geodetic Survey in January 1999..
 NC1189
 NC1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1189
 NC1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1189
 NC1189.The geoid height was determined by GEOID03.
 NC1189
 NC1189;                    North         East     Units Scale Factor Converg.
 NC1189;SPC NY W     -   319,933.307   338,293.416   MT  0.99993919   -0 05 51.0
 NC1189;SPC NY W     - 1,049,647.86  1,109,884.32   sFT  0.99993919   -0 05 51.0
 NC1189;UTM  17      - 4,750,079.653   685,660.066   MT  1.00002407   +1 32 50.7
 NC1189
 NC1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1189!SPC NY W     -   0.99997539  x   0.99993919  =   0.99991458
 NC1189!UTM  17      -   0.99997539  x   1.00002407  =   0.99999946
 NC1189
 NC1189:                Primary Azimuth Mark                     Grid Az
 NC1189:SPC NY W     -  CHE WEB 1 AZ MK A                        095 52 23.7
 NC1189:UTM  17      -  CHE WEB 1 AZ MK A                        094 13 42.0
 NC1189
 NC1189|---------------------------------------------------------------------|
 NC1189| PID    Reference Object                     Distance      Geod. Az  |
 NC1189|                                                           dddmmss.s |
 NC1189| CZ9837 CHE WEB 1 AZ MK A                                  0954632.7 |
 NC1189| CZ9838 CHE WEB 1 AZ MK B                                  2800411.0 |
 NC1189|---------------------------------------------------------------------|
 NC1189
 NC1189                          SUPERSEDED SURVEY CONTROL
 NC1189
 NC1189  NAD 83(1986)-  42 52 50.71133(N)    078 43 35.87365(W) AD(       ) 2
 NC1189  NAD 27      -  42 52 50.50021(N)    078 43 36.76467(W) AD(       ) 2
 NC1189  NGVD 29 (07/19/86)  192.     (m)          630.     (f) VERT ANG       
 NC1189
 NC1189.Superseded values are not recommended for survey control.
 NC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1189.See file dsdata.txt to determine how the superseded data were derived.
 NC1189
 NC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8566050080(NAD 83)
 NC1189_MARKER: DD = SURVEY DISK
 NC1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1189
 NC1189  HISTORY     - Date     Condition        Report By
 NC1189  HISTORY     - 1972     MONUMENTED       NY-029
 NC1189
 NC1189                          STATION DESCRIPTION
 NC1189
 NC1189'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1189'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 2 MILES
 NC1189'SOUTHWEST OF DEPEW.  IT IS ALSO 1.5 MILES NORTHEAST OF THE
 NC1189'CROSSING OF CAYUGA CREEK AND UNION RD. (N.Y. RTE. 277) IN
 NC1189'CHEEKTOWAGA.
 NC1189'
 NC1189'TO REACH FROM BROADWAY (U.S. RTE. 20) AND TRANSIT ROAD (NY RTE. 78)
 NC1189'(ALSO US RTE. 20) IN DEPEW, GO SOUTH ON TRANSIT RD. FOR 1.5 MILES
 NC1189'TO LOSSEN RD.  TURN RIGHT AND GO WEST FOR 1.52 MILES TO
 NC1189'STATION ON LEFT BETWEEN HOUSES NOS. 911 AND 905.
 NC1189'
 NC1189'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1189'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1189'CHE-WEB-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1189'THE SAME.
 NC1189'
 NC1189'DISTANCE AND DIRECTION FROM STATION
 NC1189'
 NC1189'RP-1 NORTHEAST CORNER OF HOUSE NO. 905 86.37 FEET SW
 NC1189'
 NC1189'RP-2 CENTER OF TOP NUT OF FIRE HYDRANT 9.06 FEET W
 NC1189'
 NC1189'RP-3 CENTERLINE OF LOSSEN ROAD 14.5 FEET N
 NC1189'
 NC1189'RP-4 CENTER OF POWER POLE NO. E/69 NYT 900 30.86 FEET N
 NC1189'
 NC1189'RP-5 NORTHWEST CORNER OF CONCRETE CULVERT WALL ON THE WEST
 NC1189'SIDE OF DRIVE TO HOUSE NO. 911 169.75 FEET E
 NC1189'
 NC1189'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1189'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1189'CHE-WEB-1 AZ. A 1972.
 NC1189'
 NC1189'TO REACH FROM CHE-WEB-1, GO EAST ON LOSSEN ROAD FOR 0.12 MILES
 NC1189'TO STATION ON LEFT AT THE EAST SIDE OF THE ENTRANCE DRIVE TO
 NC1189'THE PARKING AREA OF ST. PHILIP THE APOSTLE R.C. CHURCH.
 NC1189'
 NC1189'DISTANCE AND DIRECTION FROM STATION
 NC1189'
 NC1189'RP-1 SOUTHEAST CORNER OF RECTANGULAR METAL MANHOLE 46.49 FEET W
 NC1189'
 NC1189'RP-2 CENTER OF METAL PARKING LOT LAMP POST 81.14 FEET N
 NC1189'
 NC1189'RP-3 CENTERLINE OF LOSSEN RD.  19.0 FEET S
 NC1189'
 NC1189'RP-4 CENTERLINE OF CONCRETE DRIVE TO PARKING AREA 26.0 FEET W
 NC1189'
 NC1189'RP-5 SOUTHEAST CORNER OF END OF CURB ON EAST SIDE OF DRIVE
 NC1189'ENTRANCE TO PARKING AREA 13.61 FEET N
 NC1189'
 NC1189'RP-6 NORTH FACE OF EAST-WEST CURB LINE OF PARKING LOT 22.07 FT. N
 NC1189'
 NC1189'RP-7 CENTERLINE OF BORDEN ROAD (0.8 MILES, APP) E
 NC1189'
 NC1189'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1189'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1189'CHE-WEB-1 AZ. B 1972.
 NC1189'
 NC1189'TO REACH FROM CHE-WEB-1, GO WEST ON LOSSEN RD. FOR 0.3 MILES
 NC1189'TO STATION ON RIGHT AT THE RESIDENCE OF B. HENBRO.  THIS HOUSE
 NC1189'IS THE FIRST ONE WEST OF HOUSE NO. 782.
 NC1189'
 NC1189'DISTANCE AND DIRECTION FROM STATION
 NC1189'
 NC1189'RP-1 NORTHWEST CORNER OF FOUNDATION OF HOUSE NO. 699 101.18 FT. SW
 NC1189'
 NC1189'RP-2 EDGE OF 30 IN DIA. MAPLE TREE 14.14 FEET NW
 NC1189'
 NC1189'RP-3 SOUTHWEST CORNER OF FOUNDATION OF HENBRO RESIDENCE
 NC1189'36.96 FT. NE
 NC1189'
 NC1189'RP-4 CENTERLINE OF LOSSEN ROAD 18.5 FEET S
 NC1189'
 NC1189'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 39.87 FEET SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1466 ***********************************************************************
 NC1466  DESIGNATION -  CHE WEB 2
 NC1466  PID         -  NC1466
 NC1466  STATE/COUNTY-  NY/ERIE
 NC1466  USGS QUAD   -  BUFFALO SE (1965)
 NC1466
 NC1466                         *CURRENT SURVEY CONTROL
 NC1466  ___________________________________________________________________
 NC1466* NAD 83(1996)-  42 52 10.13590(N)    078 45 15.56414(W)     ADJUSTED  
 NC1466* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 NC1466  ___________________________________________________________________
 NC1466  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 NC1466  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1466
 NC1466  HORZ ORDER  -  SECOND
 NC1466
 NC1466.The horizontal coordinates were established by classical geodetic methods
 NC1466.and adjusted by the National Geodetic Survey in January 1999..
 NC1466
 NC1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1466
 NC1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1466
 NC1466.The geoid height was determined by GEOID03.
 NC1466
 NC1466;                    North         East     Units Scale Factor Converg.
 NC1466;SPC NY W     -   318,685.704   336,028.704   MT  0.99993990   -0 06 58.8
 NC1466;SPC NY W     - 1,045,554.68  1,102,454.17   sFT  0.99993990   -0 06 58.8
 NC1466;UTM  17      - 4,748,767.458   683,431.919   MT  1.00001396   +1 31 41.6
 NC1466
 NC1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1466!SPC NY W     -   0.99997430  x   0.99993990  =   0.99991420
 NC1466!UTM  17      -   0.99997430  x   1.00001396  =   0.99998826
 NC1466
 NC1466:                Primary Azimuth Mark                     Grid Az
 NC1466:SPC NY W     -  CHE WEB 2 AZ MK A                        006 47 08.7
 NC1466:UTM  17      -  CHE WEB 2 AZ MK A                        005 08 28.3
 NC1466
 NC1466|---------------------------------------------------------------------|
 NC1466| PID    Reference Object                     Distance      Geod. Az  |
 NC1466|                                                           dddmmss.s |
 NC1466| CZ9839 CHE WEB 2 AZ MK A                                  0064009.9 |
 NC1466| NC1464 WEST SENECA CH OF THE HELPERS       APPROX. 1.7 KM 1835722.1 |
 NC1466|---------------------------------------------------------------------|
 NC1466
 NC1466                          SUPERSEDED SURVEY CONTROL
 NC1466
 NC1466  NAD 83(1986)-  42 52 10.14206(N)    078 45 15.56115(W) AD(       ) 2
 NC1466  NAD 27      -  42 52 09.93116(N)    078 45 16.44927(W) AD(       ) 2
 NC1466  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 NC1466
 NC1466.Superseded values are not recommended for survey control.
 NC1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1466.See file dsdata.txt to determine how the superseded data were derived.
 NC1466
 NC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8343248767(NAD 83)
 NC1466_MARKER: DD = SURVEY DISK
 NC1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1466
 NC1466  HISTORY     - Date     Condition        Report By
 NC1466  HISTORY     - 1972     MONUMENTED       NY-029
 NC1466  HISTORY     - 20010613 GOOD             NGS
 NC1466
 NC1466                          STATION DESCRIPTION
 NC1466
 NC1466'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1466'STATION IS LOCATED THE TOWN OF CHEEKTOWAGA ABOUT 1 MILE NORTH
 NC1466'OF GARDENVILLE IN THE TOWN OF WEST SENECA.  IT IS ALSO 1.8 MILES
 NC1466'EAST OF INTERCHANGE 53 ON THE N.Y. THRUWAY (INTERSTATE 90)
 NC1466'
 NC1466'TO REACH FROM UNION RD. (NY RTE. 277) AND CLINTON STREET (NY
 NC1466'RTE. 354) IN GARDENVILLE, GO NORTH ON UNION ROAD FOR 1 MILE
 NC1466'TO PENN CENTRAL RAILROAD CROSSING AND STATION ON THE LEFT AT
 NC1466'THE NORTHWEST CORNER OF THE BRIDGE OVER THE RAILROAD.
 NC1466'
 NC1466'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1466'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1466'CHE-WEB-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1466'THE SAME.
 NC1466'
 NC1466'AZIMUTH TO THE SOUTH IS THE CENTERLINE OF THE CROSS ATOP THE
 NC1466'SPIRE OF THE FOURTEEN HOLY HELPERS R.C. CHURCH LOCATED ON
 NC1466'INDIAN CHURCH ROAD ABOUT 300 WEST OF UNION RD. IN THE COMMUNITY
 NC1466'OF GARDENVILLE.
 NC1466'
 NC1466'DISTANCE AND DIRECTION FROM STATION
 NC1466'
 NC1466'RP-1 CHISELED CROSS ON NORTH END OF GRANITE CURB 38.93 FEET N
 NC1466'
 NC1466'RP-2 CHISELED CROSS ON TOP OF CONCRETE GUARD RAIL POST 3.67
 NC1466'FEET NE
 NC1466'
 NC1466'RP-3 CHISELED CROSS ON TOP OF GRANITE CURB 4.65 FEET E
 NC1466'
 NC1466'RP-4 CHISELED CROSS ON TOP OF CONCRETE GUARD RAIL POST 3.27
 NC1466'FEET SE
 NC1466'
 NC1466'RP-5 CHISELED CROSS ON NORTHWEST CORNER OF ABUTMENT 4.72 FEET SE
 NC1466'
 NC1466'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1466'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1466'CHE-WEB-2 AZ. A 1972.
 NC1466'
 NC1466'TO REACH FROM CHE-WEB-2, GO NORTH ON UNION ROAD (NY RTE. 277)
 NC1466'FOR 0.55 MILES TO STATION ON RIGHT JUST PAST HOUSE NO. 2385.
 NC1466'
 NC1466'DISTANCE AND DIRECTION FROM STATION
 NC1466'
 NC1466'RP-1 SOUTH END OF METAL GUARD RAIL 1.0 FEET N
 NC1466'
 NC1466'RP-2 CENTER OF BELL TELEPHONE MANHOLE 7.0 FEET NE
 NC1466'
 NC1466'RP-3 EDGE OF POWER POLE NO. NYSEG 423/180 38.2 FEET NE
 NC1466'
 NC1466'RP-4 EAST EDGE OF CONCRETE GUTTER ON UNION RD.  6.1 FEET W
 NC1466'
 NC1466'RP-5 NORTHWEST CORNER OF FOUNDATION OF HOUSE NO. 2385 115.2 FEET S
 NC1466
 NC1466                          STATION RECOVERY (2001)
 NC1466
 NC1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (TK)
 NC1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1436 ***********************************************************************
 NC1436  DESIGNATION -  CHE WEB 3
 NC1436  PID         -  NC1436
 NC1436  STATE/COUNTY-  NY/ERIE
 NC1436  USGS QUAD   -  BUFFALO NE (1965)
 NC1436
 NC1436                         *CURRENT SURVEY CONTROL
 NC1436  ___________________________________________________________________
 NC1436* NAD 83(1996)-  42 54 13.25925(N)    078 45 11.82523(W)     ADJUSTED  
 NC1436* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 NC1436  ___________________________________________________________________
 NC1436  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 NC1436  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NC1436
 NC1436  HORZ ORDER  -  SECOND
 NC1436
 NC1436.The horizontal coordinates were established by classical geodetic methods
 NC1436.and adjusted by the National Geodetic Survey in January 1999..
 NC1436
 NC1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1436
 NC1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1436
 NC1436.The geoid height was determined by GEOID03.
 NC1436
 NC1436;                    North         East     Units Scale Factor Converg.
 NC1436;SPC NY W     -   322,484.696   336,121.234   MT  0.99993987   -0 06 56.5
 NC1436;SPC NY W     - 1,058,018.54  1,102,757.75   sFT  0.99993987   -0 06 56.5
 NC1436;UTM  17      - 4,752,567.822   683,415.348   MT  1.00001388   +1 31 47.7
 NC1436
 NC1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1436!SPC NY W     -   0.99997415  x   0.99993987  =   0.99991402
 NC1436!UTM  17      -   0.99997415  x   1.00001388  =   0.99998803
 NC1436
 NC1436:                Primary Azimuth Mark                     Grid Az
 NC1436:SPC NY W     -  CHE WEB 3 AZ MK A                        087 17 21.1
 NC1436:UTM  17      -  CHE WEB 3 AZ MK A                        085 38 36.9
 NC1436
 NC1436|---------------------------------------------------------------------|
 NC1436| PID    Reference Object                     Distance      Geod. Az  |
 NC1436|                                                           dddmmss.s |
 NC1436| AI5681 CHE WEB 3 AZ MK A                                  0871024.6 |
 NC1436| NC1429 CHEEKTOWAGA AMERICAN STD CO TK      APPROX. 2.0 KM 2211749.8 |
 NC1436|---------------------------------------------------------------------|
 NC1436
 NC1436                          SUPERSEDED SURVEY CONTROL
 NC1436
 NC1436  NAD 83(1986)-  42 54 13.26540(N)    078 45 11.82237(W) AD(       ) 2
 NC1436  NAD 27      -  42 54 13.05538(N)    078 45 12.70931(W) AD(       ) 2
 NC1436  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 NC1436
 NC1436.Superseded values are not recommended for survey control.
 NC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1436.See file dsdata.txt to determine how the superseded data were derived.
 NC1436
 NC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8341552568(NAD 83)
 NC1436_MARKER: DD = SURVEY DISK
 NC1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1436_STAMPING: CHE WEB 3 1972
 NC1436_PROJECTION: FLUSH
 NC1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1436
 NC1436  HISTORY     - Date     Condition        Report By
 NC1436  HISTORY     - 1972     MONUMENTED       NY-029
 NC1436  HISTORY     - 19940926 GOOD             FA
 NC1436  HISTORY     - 20011212 POOR             NGS
 NC1436  HISTORY     - 20030520 MARK NOT FOUND   NYDT
 NC1436
 NC1436                          STATION DESCRIPTION
 NC1436
 NC1436'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1436'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 3 MILES
 NC1436'WEST OF THE VILLAGE OF DEPEW.  IT IS ALSO 1 MILES SOUTHEAST OF
 NC1436'INTERCHANGE 52 ON THE NY THRUWAY (INTERSTATE 90).
 NC1436'
 NC1436'TO REACH FROM TRANSIT RD. (NY RTE. 78) AND BROADWAY (NY RTE. 130)
 NC1436'IN DEPEW, GO WEST ON BROADWAY FOR 2.9 MILES TO STATION ON LEFT
 NC1436'AT THE CHEEKTOWAGA TOWN HALL JUST BEFORE COMING TO UNION ROAD.
 NC1436'
 NC1436'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1436'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1436'CHE-WEB-3 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1436'THE SAME.
 NC1436'
 NC1436'AZIMUTH TO SOUTHWEST WAS THE CENTERLINE OF THE BALL ON THE
 NC1436'GRAY ELEVATED WATER TANK OF THE AMERICAN STANDARD MFG. CO. PLANT
 NC1436'LOCATED AT STARLITE AVE. AND WOJCIK ST. IN CHEEKTOWAGA.
 NC1436'
 NC1436'DISTANCE AND DIRECTION FROM STATION
 NC1436'
 NC1436'RP-1 CHISELED CROSS ON TOP OF CONCRETE CURB 13.76 FEET N
 NC1436'
 NC1436'RP-2 PK NAIL IN TELEPHONE POLE NO. NYT 95 57.53 FEET E
 NC1436'
 NC1436'RP-3 FACE OF STEEL FLAGPOLE IN FRONT OF TOWN HALL 70.58 FEET SE
 NC1436'
 NC1436'RP-4 CHISELED CROSS ON CONCRETE BASE OF CHEEKTOWAGA TOWN HALL
 NC1436'EAST SIGN POST 45.08 FEET SW
 NC1436'
 NC1436'RP-5 NORTH EDGE OF EAST-WEST SIDEWALK 0.6 FEET S
 NC1436'
 NC1436'RP-6 WEST EDGE OF NORTH-SOUTH WALK TO TOWN HALL 8.8 FEET E
 NC1436'
 NC1436'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1436'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1436'CHE-WEB-3 AZ. A 1972.
 NC1436'
 NC1436'TO REACH FROM CHE-WEB-3, GO EAST ON BROADWAY (NY RTE. 130) FOR
 NC1436'0.3 MILES TO STATION ON LEFT AT HOUSE NO. 3460.
 NC1436'
 NC1436'DISTANCE AND DIRECTION FROM STATION
 NC1436'
 NC1436'RP-1 SOUTHWEST CORNER OF BROADWAY SPORTS CENTER BLDG.  126.1
 NC1436'FEET NE
 NC1436'
 NC1436'RP-2 EDGE OF TELEPHONE POLE NO. NYT 497/1 34.9 FEET NE
 NC1436'
 NC1436'RP-3 NORTH EDGE OF NORTH-SOUTH SIDEWALK 0.6 FEET S
 NC1436'
 NC1436'RP-4 WEST EDGE OF NORTH-SOUTH SIDEWALK 8.8 FEET E
 NC1436'
 NC1436'RP-5 SOUTHEAST CORNER OF EAST WING OF STONE FOUNDATION FOR
 NC1436'HOUSE NO. 3460 83.1 FEET NW
 NC1436
 NC1436                          STATION RECOVERY (1994)
 NC1436
 NC1436'RECOVERY NOTE BY FISHER ASSOCIATES 1994 (TWR)
 NC1436'EXISTING DESCRIPTION ADEQUATE.
 NC1436
 NC1436                          STATION RECOVERY (2001)
 NC1436
 NC1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NC1436'THIS MARK IS BELIEVED TO HAVE BEEN MOVED DUE TO CONSTRUCTION.  USE
 NC1436'WITH CAUTION. THE AZIMUTH A WAS DESTROYED BY A CURRENT CONSTRUCTION
 NC1436'PROJECT AND REPLACED AT A NEW LOCATION UNDER NYSDOT CONTRACT.  FOR
 NC1436'INFORMATION REGARDING NEW COORDINATES FOR BOTH THE STATION AND AZIMUTH
 NC1436'CONTACT NYSDOT REGION 5 SURVEY OFFICE IN BUFFALO, NY.
 NC1436
 NC1436                          STATION RECOVERY (2003)
 NC1436
 NC1436'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (KJT)
 NC1436'CHE WEB 3 DESTROYED
 NC1436'CHE WEB 3 AZ.A DESTROYED
 NC1436'BOTH MARKS WERE RESET AND NEW GPS COORDINATES NAD83/96
 NC1436'WERE DERIVED FOR THE NYSDOT BY MCINTOSH + MCINTOSH IN 2002
 NC1436'CHE WEB 3 RESET 2001
 NC1436'CHE WEB 3 AZ.A RESET 2001
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1185 ***********************************************************************
 NC1185  DESIGNATION -  CHE WNE 1
 NC1185  PID         -  NC1185
 NC1185  STATE/COUNTY-  NY/ERIE
 NC1185  USGS QUAD   -  ORCHARD PARK (1965)
 NC1185
 NC1185                         *CURRENT SURVEY CONTROL
 NC1185  ___________________________________________________________________
 NC1185* NAD 83(1996)-  42 55 46.02943(N)    078 41 49.39719(W)     ADJUSTED  
 NC1185* NAVD 88     -       221.     (meters)     725.     (feet)  VERTCON   
 NC1185  ___________________________________________________________________
 NC1185  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 NC1185  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NC1185
 NC1185  HORZ ORDER  -  SECOND
 NC1185
 NC1185.The horizontal coordinates were established by classical geodetic methods
 NC1185.and adjusted by the National Geodetic Survey in January 1999..
 NC1185
 NC1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1185
 NC1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1185
 NC1185.The geoid height was determined by GEOID03.
 NC1185
 NC1185;                    North         East     Units Scale Factor Converg.
 NC1185;SPC NY W     -   325,339.541   340,717.022   MT  0.99993856   -0 04 38.8
 NC1185;SPC NY W     - 1,067,384.81  1,117,835.76   sFT  0.99993856   -0 04 38.8
 NC1185;UTM  17      - 4,755,553.755   687,927.618   MT  1.00003449   +1 34 08.4
 NC1185
 NC1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1185!SPC NY W     -   0.99997085  x   0.99993856  =   0.99990941
 NC1185!UTM  17      -   0.99997085  x   1.00003449  =   1.00000534
 NC1185
 NC1185:                Primary Azimuth Mark                     Grid Az
 NC1185:SPC NY W     -  CHE WNE 1 AZ MK A                        002 39 58.5
 NC1185:UTM  17      -  CHE WNE 1 AZ MK A                        001 01 11.3
 NC1185
 NC1185|---------------------------------------------------------------------|
 NC1185| PID    Reference Object                     Distance      Geod. Az  |
 NC1185|                                                           dddmmss.s |
 NC1185| CZ9840 CHE WNE 1 AZ MK A                                  0023519.7 |
 NC1185| CZ9841 CHE WNE 1 AZ MK B                                  1772649.4 |
 NC1185|---------------------------------------------------------------------|
 NC1185
 NC1185                          SUPERSEDED SURVEY CONTROL
 NC1185
 NC1185  NAD 83(1986)-  42 55 46.03568(N)    078 41 49.39442(W) AD(       ) 2
 NC1185  NAD 27      -  42 55 45.82524(N)    078 41 50.28730(W) AD(       ) 2
 NC1185  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 NC1185
 NC1185.Superseded values are not recommended for survey control.
 NC1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1185.See file dsdata.txt to determine how the superseded data were derived.
 NC1185
 NC1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8792855554(NAD 83)
 NC1185_MARKER: DD = SURVEY DISK
 NC1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1185
 NC1185  HISTORY     - Date     Condition        Report By
 NC1185  HISTORY     - 1972     MONUMENTED       NY-029
 NC1185
 NC1185                          STATION DESCRIPTION
 NC1185
 NC1185'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1185'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 2 MILES
 NC1185'NORTH OF THE CENTER OF THE VILLAGE OF DEPEW.  IT IS ALSO 1.5 MILES
 NC1185'SOUTH OF INTERCHANGE 49 ON THE N.Y. THRUWAY (INTERSTATE 90).
 NC1185'
 NC1185'TO REACH FROM TRANSIT ROAD (N.Y. RTE. 78) AND BROADWAY
 NC1185'(US RTE. 20) IN DEPEW, GO NORTH ON TRANSIT RD. FOR 1.9 MILES TO
 NC1185'STATION ON LEFT AT THE NORTHEAST CORNER OF THE NORTH DRIVEWAY
 NC1185'ENTRANCE TO THE TOPS SUPERMARKET PARKING LOT.
 NC1185'
 NC1185'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1185'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1185'CHE-WEB-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1185'THE SAME.
 NC1185'
 NC1185'FIRST AZIMUTH MARK TO SOUTH IS NGS STATION WNEK 1972.
 NC1185'
 NC1185'DISTANCE AND DIRECTION FROM STATION.
 NC1185'
 NC1185'RP-1 CHISELED CROSS ON TOP OF WEST EDGE OF CONCRETE GUTTER 3.11
 NC1185'FEET E
 NC1185'
 NC1185'RP-2 PK NAIL IN POWER POLE NO. NYSEG 199-1 20.74 FEET W
 NC1185'
 NC1185'RP-3 SOUTHEAST CORNER OF BRICK BUILDING NO. 6354 72.89 FEET NW
 NC1185'
 NC1185'RP-4 NORTHEAST CORNER OF BRICK BUILDING NO. 6354 125.02 FEET NW
 NC1185'
 NC1185'RP-5 PK NAIL IS POWER POLE NO. NYSEG 200-1 74.07 FEET N
 NC1185'
 NC1185'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1185'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1185'CHE-WNE-1 AZ. A 1972.
 NC1185'
 NC1185'TO REACH FROM CHE-WNE-1, GO NORTH ON TRANSIT ROAD (NY RTE. 78)
 NC1185'FOR 0.3 MILES TO PLEASANT VIEW DRIVE AND STATION ON RIGHT ABOUT
 NC1185'100 FEET SOUTH OF THE INTERSECTION.
 NC1185'
 NC1185'DISTANCE AND DIRECTION FROM STATION
 NC1185'
 NC1185'RP-1 CENTERLINE OF PLEASANT VIEW DRIVE 86.0 FEET N
 NC1185'
 NC1185'RP-2 EAST EDGE OF CONCRETE GUTTER ON THE EAST SIDE OF TRANSIT
 NC1185'ROAD 13.0 FEET W
 NC1185'
 NC1185'RP-3 EDGE OF TELEPHONE POLE NO. NYT 48 3.1 FEET NE
 NC1185'RP-4 SOUTHEAST CORNER OF GRATE INLET 41.1 FEET NW
 NC1185'
 NC1185'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1185'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1185'CHE-WNE-1 AZ. B 1972.
 NC1185'
 NC1185'TO REACH FROM CHE-WNE-1, GO SOUTH ON TRANSIT RD. (NY RTE. 78)
 NC1185'FOR 0.3 MILES TO LEE ST. AND STATION ON LEFT ABOUT 35 FEET NORTH
 NC1185'OF THE EXTENDED CENTERLINE OF LEE ST.
 NC1185'
 NC1185'DISTANCE AND DIRECTION FROM STATION
 NC1185'
 NC1185'RP-1 EAST EDGE OF CONCRETE GUTTER ON THE EAST SIDE OF TRANSIT
 NC1185'ROAD 14.0 FEET W
 NC1185'
 NC1185'RP-2 EDGE OF POWER POLE NO. NYSEG 186-1 2.9 FEET E
 NC1185'
 NC1185'RP-3 NORTHWEST CORNER OF BELLS BUILDING 138.3 FEET E
 NC1185'
 NC1185'RP-4 SOUTHWEST CORNER OF KINNEYS SHOE BUILDING 111.6 FEET NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1186 ***********************************************************************
 NC1186  DESIGNATION -  CHE WNE 2
 NC1186  PID         -  NC1186
 NC1186  STATE/COUNTY-  NY/ERIE
 NC1186  USGS QUAD   -  ORCHARD PARK (1965)
 NC1186
 NC1186                         *CURRENT SURVEY CONTROL
 NC1186  ___________________________________________________________________
 NC1186* NAD 83(1996)-  42 55 07.41574(N)    078 42 52.42975(W)     ADJUSTED  
 NC1186* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 NC1186  ___________________________________________________________________
 NC1186  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NC1186  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NC1186
 NC1186  HORZ ORDER  -  SECOND
 NC1186
 NC1186.The horizontal coordinates were established by classical geodetic methods
 NC1186.and adjusted by the National Geodetic Survey in January 1999..
 NC1186
 NC1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1186
 NC1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1186
 NC1186.The geoid height was determined by GEOID03.
 NC1186
 NC1186;                    North         East     Units Scale Factor Converg.
 NC1186;SPC NY W     -   324,150.128   339,285.915   MT  0.99993891   -0 05 21.7
 NC1186;SPC NY W     - 1,063,482.54  1,113,140.54   sFT  0.99993891   -0 05 21.7
 NC1186;UTM  17      - 4,754,323.605   686,531.144   MT  1.00002806   +1 33 24.3
 NC1186
 NC1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1186!SPC NY W     -   0.99997320  x   0.99993891  =   0.99991212
 NC1186!UTM  17      -   0.99997320  x   1.00002806  =   1.00000126
 NC1186
 NC1186:                Primary Azimuth Mark                     Grid Az
 NC1186:SPC NY W     -  CHE WNE 2 AZ MK A                        091 49 31.3
 NC1186:UTM  17      -  CHE WNE 2 AZ MK A                        090 10 45.3
 NC1186
 NC1186|---------------------------------------------------------------------|
 NC1186| PID    Reference Object                     Distance      Geod. Az  |
 NC1186|                                                           dddmmss.s |
 NC1186| DE4730 CHE WNE 2 AZ MK A                                  0914409.6 |
 NC1186| DE4731 CHE WNE 2 AZ MK B                                  2681749.5 |
 NC1186|---------------------------------------------------------------------|
 NC1186
 NC1186                          SUPERSEDED SURVEY CONTROL
 NC1186
 NC1186  NAD 83(1986)-  42 55 07.42197(N)    078 42 52.42694(W) AD(       ) 2
 NC1186  NAD 27      -  42 55 07.21156(N)    078 42 53.31808(W) AD(       ) 2
 NC1186  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 NC1186
 NC1186.Superseded values are not recommended for survey control.
 NC1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1186.See file dsdata.txt to determine how the superseded data were derived.
 NC1186
 NC1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8653154324(NAD 83)
 NC1186_MARKER: DD = SURVEY DISK
 NC1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1186
 NC1186  HISTORY     - Date     Condition        Report By
 NC1186  HISTORY     - 1972     MONUMENTED       NY-029
 NC1186
 NC1186                          STATION DESCRIPTION
 NC1186
 NC1186'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1186'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 1.5 MILES
 NC1186'NORTHWEST OF THE CENTER OF THE VILLAGE OF DEPEW.  IT IS ALSO ABOUT
 NC1186'2.3 MILES SOUTHWEST OF INTERCHANGE 49 ON THE N.Y. THRUWAY
 NC1186'(INTERSTATE 90).
 NC1186'
 NC1186'TO REACH FROM TRANSIT ROAD (NY RTE. 78) AND BROADWAY (U.S. RTE. 20)
 NC1186'IN DEPEW, GO NORTH ON TRANSIT ROAD FOR 1.15 MILES TO FRENCH
 NC1186'ROAD.  TURN LEFT AND GO WEST ON FRENCH RD. FOR 0.9 MILES TO
 NC1186'GEORGE URBAN BLVD. AND STATION ON RIGHT OPPOSITE THE WEST END OF
 NC1186'THE BLESSED SACRAMENT SCHOOL.  SHERWOOD COURT ALSO COMES IN HERE,
 NC1186'MAKING IT A THREE-WAY INTERSECTION.
 NC1186'
 NC1186'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1186'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1186'CHE-WNE-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1186'THE SAME.
 NC1186'
 NC1186'AZIMUTH MARK TO SOUTHEAST IS THE NGS STATION WNEK 1972.
 NC1186'
 NC1186'DISTANCE AND DIRECTION FROM STATION
 NC1186'
 NC1186'RP-1 SOUTHWEST CORNER OF OUR LADY OF THE BLESSED SACRAMENT
 NC1186'SCHOOL 180.2 FEET NE
 NC1186'
 NC1186'RP-2 PK NAIL IN BASE OF 30 IN DIA. COTTONWOOD TREE 89.2 FEET SE
 NC1186'
 NC1186'RP-3 PK NAIL IS TELEPHONE POLE NO. NYT 148 48.7 FEET S
 NC1186'
 NC1186'RP-4 EDGE OF 8 IN DIA. MAPLE TREE 55.8 FEET SW
 NC1186'
 NC1186'RP-5 PK NAIL IN TELEPHONE POLE NO. NYT 8 13.7 FEET SW
 NC1186'
 NC1186'RP-6 CENTER OF TOP NUT OF FIRE HYDRANT 39.9 FEET W
 NC1186'
 NC1186'RP-7 CENTERLINE OF GEORGE URBAN BOULEVARD 19.0 FEET S
 NC1186'
 NC1186'RP-8 EXTENDED CENTERLINE OF SHERWOOD COURT 6.0 FEET W
 NC1186'
 NC1186'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1186'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1186'CHE-WNE-2 AZ. A 1972.
 NC1186'
 NC1186'TO REACH FROM CHE-WNE-2, GO EAST ON FRENCH RD. FOR 0.3 MILES
 NC1186'TO STATION ON RIGHT ABOUT 50 FEET WEST OF THE LEHIGH VALLEY
 NC1186'RAILROAD.
 NC1186'
 NC1186'DISTANCE AND DIRECTION FROM STATION
 NC1186'
 NC1186'RP-1 CENTERLINE OF FRENCH RD.  22.0 FEET N
 NC1186'
 NC1186'RP-2 CENTERLINE OF THE LEHIGH VALLEY RAILROAD 57.0 FEET E
 NC1186'
 NC1186'RP-3 EDGE OF POWER POLE NO. NYSEG 15 14.0 FEET W
 NC1186'
 NC1186'RP-4 NORTHEAST CORNER OF HOUSE NO. 33 SYLVIA DRIVE 70.0 FEET SW
 NC1186'
 NC1186'RP-5 SOUTHEAST CORNER OF HOUSE NO. 190 FRENCH ROAD 99.7 FEET NW
 NC1186'
 NC1186'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1186'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1186'CHE-WNE-2 AZ. B 1972.
 NC1186'
 NC1186'TO REACH FROM CHE-WNE-2, GO WEST ON FRENCH RD. FOR 0.4 MILES
 NC1186'TO TAYLOR DRIVE AND STATION ON LEFT AT THE SOUTHEAST CORNER OF
 NC1186'THE INTERSECTION.
 NC1186'
 NC1186'DISTANCE AND DIRECTION FROM STATION
 NC1186'
 NC1186'RP-1 CENTERLINE OF GEORGE URBAN BOULEVARD 50.0 FEET N
 NC1186'
 NC1186'RP-2 CENTERLINE OF TAYLOR DRIVE 29.0 FEET W
 NC1186'
 NC1186'RP-3 SOUTH EDGE OF EAST-WEST SIDEWALK 1.1 FEET N
 NC1186'
 NC1186'RP-4 EDGE OF POWER POLE NO. NYSEG 3233/1 6.5 FEET NE
 NC1186'
 NC1186'RP-5 SOUTHWEST CORNER OF EAST-WEST SIDEWALK 10.4 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1423 ***********************************************************************
 NC1423  DESIGNATION -  CHE ZAG 1
 NC1423  PID         -  NC1423
 NC1423  STATE/COUNTY-  NY/ERIE
 NC1423  USGS QUAD   -  BUFFALO NE (1965)
 NC1423
 NC1423                         *CURRENT SURVEY CONTROL
 NC1423  ___________________________________________________________________
 NC1423* NAD 83(1996)-  42 55 07.61010(N)    078 45 59.93149(W)     ADJUSTED  
 NC1423* NAVD 88     -       204.     (meters)     669.     (feet)  VERTCON   
 NC1423  ___________________________________________________________________
 NC1423  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 NC1423  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 NC1423
 NC1423  HORZ ORDER  -  SECOND
 NC1423
 NC1423.The horizontal coordinates were established by classical geodetic methods
 NC1423.and adjusted by the National Geodetic Survey in January 1999..
 NC1423
 NC1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1423
 NC1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1423
 NC1423.The geoid height was determined by GEOID03.
 NC1423
 NC1423;                    North         East     Units Scale Factor Converg.
 NC1423;SPC NY W     -   324,164.074   335,033.635   MT  0.99994025   -0 07 29.4
 NC1423;SPC NY W     - 1,063,528.30  1,099,189.52   sFT  0.99994025   -0 07 29.4
 NC1423;UTM  17      - 4,754,215.387   682,279.882   MT  1.00000877   +1 31 16.5
 NC1423
 NC1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1423!SPC NY W     -   0.99997353  x   0.99994025  =   0.99991378
 NC1423!UTM  17      -   0.99997353  x   1.00000877  =   0.99998230
 NC1423
 NC1423:                Primary Azimuth Mark                     Grid Az
 NC1423:SPC NY W     -  CHE ZAG 1 AZ MK A                        005 30 58.7
 NC1423:UTM  17      -  CHE ZAG 1 AZ MK A                        003 52 12.8
 NC1423
 NC1423|---------------------------------------------------------------------|
 NC1423| PID    Reference Object                     Distance      Geod. Az  |
 NC1423|                                                           dddmmss.s |
 NC1423| DE4732 CHE ZAG 1 AZ MK A                                  0052329.3 |
 NC1423|---------------------------------------------------------------------|
 NC1423
 NC1423                          SUPERSEDED SURVEY CONTROL
 NC1423
 NC1423  NAD 83(1986)-  42 55 07.61623(N)    078 45 59.92873(W) AD(       ) 2
 NC1423  NAD 27      -  42 55 07.40680(N)    078 46 00.81332(W) AD(       ) 2
 NC1423  NGVD 29 (07/19/86)  204.     (m)          669.     (f) VERT ANG       
 NC1423
 NC1423.Superseded values are not recommended for survey control.
 NC1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1423.See file dsdata.txt to determine how the superseded data were derived.
 NC1423
 NC1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8228054215(NAD 83)
 NC1423_MARKER: DD = SURVEY DISK
 NC1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1423
 NC1423  HISTORY     - Date     Condition        Report By
 NC1423  HISTORY     - 1972     MONUMENTED       NY-029
 NC1423  HISTORY     - 1990     GOOD             USPSQD
 NC1423
 NC1423                          STATION DESCRIPTION
 NC1423
 NC1423'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1423'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 1.7 MILES
 NC1423'EAST OF THE BUFFALO CITY LINE.  IT IS ALSO ABOUT MIDWAY BETWEEN
 NC1423'INTERCHANGES 51 AND 52 ON THE NY THRUWAY (INTERSTATE 90).  IT IS
 NC1423'ALSO ABOUT 2 MILES NORTHEAST OF THE VILLAGE OF SLOAN.
 NC1423'
 NC1423'TO REACH FROM HARLEM ROAD AND WALDEN AVENUE IN THE COMMUNITY
 NC1423'OF WALDEN, GO NORTH ON HARLEM ROAD FOR 0.82 MILES TO GEORGE URBAN
 NC1423'BLVD.  TURN RIGHT AND GO EAST ON GEO. URBAN BLVD. FOR 0.92 MILES
 NC1423'TO THE NY THRUWAY (INTERSTATE 90) AND THE STATION ON THE RIGHT
 NC1423'AT THE SOUTHWEST CORNER OF THE INTERSECTION.
 NC1423'
 NC1423'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1423'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1423'CHE-ZAG-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1423'THE SAME.
 NC1423'
 NC1423'AZIMUTH TO SOUTHWEST IS NGS STATION ZAGORA 1972.
 NC1423'
 NC1423'FIRST AZIMUTH TO NORTH IS THE CENTERLINE OF THE BASE OF THE
 NC1423'CROSS ATOP THE INFANT OF PRAGUE CATHOLIC CHURCH AND SCHOOL ON
 NC1423'CLEVELAND DRIVE JUST EAST OF THE NY THRUWAY (INTERSTATE 90)
 NC1423'
 NC1423'SECOND AZIMUTH TO NORTH IS THE CENTERLINE OF THE HEAD OF THE
 NC1423'STATUE OF THE INFANT OF PRAGUE ATOP THE ABOVE MENTIONED INFANT
 NC1423'OF PRAGUE R.C. CHURCH.
 NC1423'
 NC1423'DISTANCE AND DIRECTION FROM STATION
 NC1423'
 NC1423'RP-1 SOUTHWEST CORNER OF SOUTHWEST ABUTMENT 2.32 FEET NE
 NC1423'
 NC1423'RP-2 SOUTHEAST CORNER OF SOUTHWEST ABUTMENT 10.79 FFET NE
 NC1423'
 NC1423'RP-3 NORTHEAST CORNER OF FIRST GUARD RAIL POST WEST OF
 NC1423'BRIDGE 9.25 FEET NW
 NC1423'
 NC1423'RP-4 CENTERLINE OF GEORGE URBAN BLVD.  21.0 FEET N
 NC1423'
 NC1423'RP-5 RIGHT OF WAY FENCE ALONG INTERSTATE 90 7.2 FEET SE
 NC1423'
 NC1423'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1423'IN THE TOP OF THE CURB ON GENESEE STREET AT THE SOUTHEAST CORNER
 NC1423'OF ITS CROSSING OF THE NY THRUWAY (INTERSTATE 90).
 NC1423'
 NC1423'TO REACH FROM CHE-ZAG-1, GO WEST ON GEORGE URBAN BLVD. FOR
 NC1423'0.92 MILES TO HARLEM RD.  TURN RIGHT AND GO NORTH ON HARLEM RD. FOR
 NC1423'0.23 MILES TO GENESEE ST.  TURN RIGHT AND GO EAST ON GENESEE
 NC1423'ST. FOR 0.95 MILES TO THE N.Y. THRUWAY AND STATION ON RIGHT AS
 NC1423'DESCRIBED.
 NC1423'
 NC1423'DISTANCE AND DIRECTION FROM STATION
 NC1423'
 NC1423'RP-1 NORTHEAST CORNER OF SOUTH BRIDGE WALL 6.2 FEET SE
 NC1423'
 NC1423'RP-2 NORTH EDGE OF SOUTH BRIDGE WALL 4.6 FEET S
 NC1423'
 NC1423'RP-3 EAST BRIDGE EXPANSION JOINT (MEASURED ALONG CURBLINE) 4.6
 NC1423'FEET W
 NC1423
 NC1423                          STATION RECOVERY (1990)
 NC1423
 NC1423'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1405 ***********************************************************************
 NC1405  DESIGNATION -  CHE ZAG 2 1972
 NC1405  PID         -  NC1405
 NC1405  STATE/COUNTY-  NY/ERIE
 NC1405  USGS QUAD   -  BUFFALO NE (1965)
 NC1405
 NC1405                         *CURRENT SURVEY CONTROL
 NC1405  ___________________________________________________________________
 NC1405* NAD 83(1996)-  42 54 56.09370(N)    078 47 38.98640(W)     ADJUSTED  
 NC1405* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 NC1405  ___________________________________________________________________
 NC1405  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 NC1405  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 NC1405
 NC1405  HORZ ORDER  -  SECOND
 NC1405
 NC1405.The horizontal coordinates were established by classical geodetic methods
 NC1405.and adjusted by the National Geodetic Survey in January 1999..
 NC1405
 NC1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1405
 NC1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1405
 NC1405.The geoid height was determined by GEOID03.
 NC1405
 NC1405;                    North         East     Units Scale Factor Converg.
 NC1405;SPC NY W     -   323,813.977   332,786.311   MT  0.99994114   -0 08 36.8
 NC1405;SPC NY W     - 1,062,379.69  1,091,816.42   sFT  0.99994114   -0 08 36.8
 NC1405;UTM  17      - 4,753,800.855   680,043.401   MT  0.99999880   +1 30 08.6
 NC1405
 NC1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1405!SPC NY W     -   0.99997322  x   0.99994114  =   0.99991436
 NC1405!UTM  17      -   0.99997322  x   0.99999880  =   0.99997202
 NC1405
 NC1405:                Primary Azimuth Mark                     Grid Az
 NC1405:SPC NY W     -  LANCASTER CO WATER AUTH TANK             074 54 37.9
 NC1405:UTM  17      -  LANCASTER CO WATER AUTH TANK             073 15 52.5
 NC1405
 NC1405|---------------------------------------------------------------------|
 NC1405| PID    Reference Object                     Distance      Geod. Az  |
 NC1405|                                                           dddmmss.s |
 NC1405| NC1194 LANCASTER CO WATER AUTH TANK        APPROX. 8.3 KM 0744601.1 |
 NC1405|---------------------------------------------------------------------|
 NC1405
 NC1405                          SUPERSEDED SURVEY CONTROL
 NC1405
 NC1405  NAD 83(1986)-  42 54 56.09978(N)    078 47 38.98362(W) AD(       ) 2
 NC1405  NAD 27      -  42 54 55.89082(N)    078 47 39.86500(W) AD(       ) 2
 NC1405  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 NC1405
 NC1405.Superseded values are not recommended for survey control.
 NC1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1405.See file dsdata.txt to determine how the superseded data were derived.
 NC1405
 NC1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8004353801(NAD 83)
 NC1405_MARKER: DD = SURVEY DISK
 NC1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1405+STABILITY: SURFACE MOTION
 NC1405
 NC1405  HISTORY     - Date     Condition        Report By
 NC1405  HISTORY     - 1972     MONUMENTED       NY-029
 NC1405  HISTORY     - 1990     GOOD             USPSQD
 NC1405
 NC1405                          STATION DESCRIPTION
 NC1405
 NC1405'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1405'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA AND IN THE NORTH
 NC1405'PART OF THE COMMUNITY OF WALDEN.  IT IS ALSO 1.5 MILES, WEST NORTH
 NC1405'WEST OF INTERCHANGE 52 ON THE NY THRUWAY (INTERSTATE 90), AND 2
 NC1405'MILES SOUTHWEST OF INTERCHANGE 51.
 NC1405'
 NC1405'TO REACH FROM HARLEM ROAD AND WALDEN AVE. IN WALDEN, GO
 NC1405'WEST ON WALDEN AVE. FOR 0.62 MILES TO PINE RIDGE ROAD.  TURN RIGHT
 NC1405'AND GO NORTH ON PINE RIDGE ROAD FOR 0.6 MILES TO PARKVIEW TERRACE
 NC1405'AND STATION ON RIGHT AT SOUTHEAST CORNER OF INTERSECTION.
 NC1405'
 NC1405'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1405'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS
 NC1405'STAMPED CHE-ZAG-2 1972.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1405'AND STAMPED THE SAME.
 NC1405'
 NC1405'AZIMUTH TO EAST IS THE NGS STATION ZAGORA 1972.
 NC1405'
 NC1405'AZIMUTH TO WEST IS THE CENTERLINE OF THE LIGHT ATOP THE MAST
 NC1405'OF BUFFALO RADIO STATION WGR LOCATED AT BARTON ST. AND AUBURN
 NC1405'AVE. IN BUFFALO.
 NC1405'
 NC1405'AZIMUTH TO EAST NORTH EAST IS THE CENTERLINE OF THE VENT
 NC1405'ATOP THE ERIE COUNTY WATER AUTHORITY EAST TANK LOCATED ABOUT 600
 NC1405'FEET NORTHEAST OF THE INTERSECTION OF TRANSIT RD. (NY RTE. 78)
 NC1405'AND PLEASANT VIEW DRIVE NEAR BOWMANSVILLE.
 NC1405'
 NC1405'DISTANCE AND DIRECTION FROM STATION
 NC1405'
 NC1405'RP-1 PK NAIL IN POWER POLE NO. 345 32.36 FEET NE
 NC1405'
 NC1405'RP-2 NORTHWEST CORNER OF CORNER BRICK HOUSE 37.95 FEET E
 NC1405'
 NC1405'RP-3 WEST EDGE OF NORTH-SOUTH SIDEWALK 5.22 FEET E
 NC1405'
 NC1405'RP-4 SOUTHWEST CORNER OF CORNER BRICK HOUSE 47.36 FEET SE
 NC1405'
 NC1405'RP-5 CENTERLINE OF PINE RIDGE ROAD 21.0 FEET W
 NC1405'
 NC1405'RP-6 CENTERLINE OF PARKVIEW TERRACE 57.0 FEET N
 NC1405
 NC1405                          STATION RECOVERY (1990)
 NC1405
 NC1405'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLS)
 NC1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1404 ***********************************************************************
 NC1404  DESIGNATION -  CHE ZAG 3
 NC1404  PID         -  NC1404
 NC1404  STATE/COUNTY-  NY/ERIE
 NC1404  USGS QUAD   -  BUFFALO NE (1965)
 NC1404
 NC1404                         *CURRENT SURVEY CONTROL
 NC1404  ___________________________________________________________________
 NC1404* NAD 83(1996)-  42 55 33.13249(N)    078 47 03.59314(W)     ADJUSTED  
 NC1404* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 NC1404  ___________________________________________________________________
 NC1404  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NC1404  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 NC1404
 NC1404  HORZ ORDER  -  SECOND
 NC1404
 NC1404.The horizontal coordinates were established by classical geodetic methods
 NC1404.and adjusted by the National Geodetic Survey in January 1999..
 NC1404
 NC1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1404
 NC1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1404
 NC1404.The geoid height was determined by GEOID03.
 NC1404
 NC1404;                    North         East     Units Scale Factor Converg.
 NC1404;SPC NY W     -   324,954.909   333,591.755   MT  0.99994081   -0 08 12.8
 NC1404;SPC NY W     - 1,066,122.90  1,094,458.95   sFT  0.99994081   -0 08 12.8
 NC1404;UTM  17      - 4,754,964.523   680,815.783   MT  1.00000223   +1 30 33.8
 NC1404
 NC1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1404!SPC NY W     -   0.99997432  x   0.99994081  =   0.99991513
 NC1404!UTM  17      -   0.99997432  x   1.00000223  =   0.99997655
 NC1404
 NC1404:                Primary Azimuth Mark                     Grid Az
 NC1404:SPC NY W     -  CHE ZAG 3 AZ MK A                        174 05 25.5
 NC1404:UTM  17      -  CHE ZAG 3 AZ MK A                        172 26 38.9
 NC1404
 NC1404|---------------------------------------------------------------------|
 NC1404| PID    Reference Object                     Distance      Geod. Az  |
 NC1404|                                                           dddmmss.s |
 NC1404| AJ1697 CHE ZAG 3 AZ MK A                                  1735712.7 |
 NC1404|---------------------------------------------------------------------|
 NC1404
 NC1404                          SUPERSEDED SURVEY CONTROL
 NC1404
 NC1404  NAD 83(1986)-  42 55 33.13859(N)    078 47 03.59039(W) AD(       ) 2
 NC1404  NAD 27      -  42 55 32.92972(N)    078 47 04.47263(W) AD(       ) 2
 NC1404  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 NC1404
 NC1404.Superseded values are not recommended for survey control.
 NC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1404.See file dsdata.txt to determine how the superseded data were derived.
 NC1404
 NC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8081654965(NAD 83)
 NC1404_MARKER: DD = SURVEY DISK
 NC1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1404_STAMPING: CHE-ZAG 3 1972
 NC1404_MARK LOGO: NY-029
 NC1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1404+STABILITY: SURFACE MOTION
 NC1404
 NC1404  HISTORY     - Date     Condition        Report By
 NC1404  HISTORY     - 1972     MONUMENTED       NY-029
 NC1404  HISTORY     - 1990     GOOD             USPSQD
 NC1404  HISTORY     - 19910101 GOOD             HAYDEN
 NC1404
 NC1404                          STATION DESCRIPTION
 NC1404
 NC1404'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1404'STATION IS LOCATED IN THE TOWN OF CHEEKTOWAGA ABOUT 1 MILE
 NC1404'NORTHEAST OF THE COMMUNITY OF WALDEN.  IT IS ALSO 1 MILES SOUTHWEST
 NC1404'OF INTERCHANGE 51 ON THE NY THRUWAY (INTERSTATE 90).
 NC1404'
 NC1404'TO REACH FROM HARLEM ROAD AND WALDEN AVE. IN WALDEN, GO NORTH
 NC1404'ON HARLEM ROAD FOR 1.3 MILES TO STATION ON LEFT NEAR AN UNUSED GATE
 NC1404'ENTRANCE TO THE UNITED CATHOLIC CEMETERY.
 NC1404'
 NC1404'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1404'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1404'CHE-ZAG-3 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1404'THE SAME.
 NC1404'
 NC1404'FIRST AZIMUTH TO SOUTH IS THE NGS STATION ZAGORA 1972.
 NC1404'
 NC1404'FOR AZIMUTH TO NORTH, SEE DESCRIPTION OF CHE-VET-1 1972.
 NC1404'
 NC1404'DISTANCE AND DIRECTION FROM STATION
 NC1404'
 NC1404'RP-1 NORTHEAST CORNER OF JOSEPH GERBER HEADSTONE 7.11 FEET SW
 NC1404'
 NC1404'RP-2 EDGE OF IRON FENCE ALONG CEMETERY 2.01 FEET W
 NC1404'
 NC1404'RP-3 SOUTHEAST CORNER OF STONE PILLAR ON SOUTH SIDE OF UNUSED
 NC1404'CEMETERY GATE 3.81 FEET NW
 NC1404'
 NC1404'RP-4 SOUTHEAST CORNER OF STONE PILLAR ON NORTH SIDE OF UNUSED
 NC1404'CEMETERY GATE 20.19 FEET NW
 NC1404'
 NC1404'RP-5 CENTERLINE OF HARLEM ROAD 31.2 FEET E
 NC1404'
 NC1404'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1404'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1404'CHE-ZAG-3 AZ. A 1972.
 NC1404'
 NC1404'TO REACH FROM CHE-ZAG-3, GO SOUTH ON HARLEM ROAD FOR 0.25
 NC1404'MILES TO GENESEE ST. AND STATION ON LEFT ON THE EAST SIDE OF
 NC1404'THE CHEEKTOWAGA VFW POST 2429.
 NC1404'
 NC1404'DISTANCE AND DIRECTION FROM STATION
 NC1404'
 NC1404'RP-1 CENTER OF METAL TRAFFIC LIGHT POST 65.42 FEET W
 NC1404'
 NC1404'RP-2 SOUTHEAST CORNER OF CONCRETE BOTTOM STEP OF VFW
 NC1404'BUILDING 38.51 FEET NW
 NC1404'
 NC1404'RP-3 SOUTHEAST CORNER OF VFW BUILDING STONE FOUNDATION 33.98 FEET
 NC1404'NW
 NC1404'
 NC1404'RP-4 CENTER OF MANHOLE IN STREET 93.32 FEET SE
 NC1404'
 NC1404'RP-5 CENTERLINE OF GENESEE STREET 30.35 FEET S
 NC1404
 NC1404                          STATION RECOVERY (1990)
 NC1404
 NC1404'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLS)
 NC1404'RECOVERED IN GOOD CONDITION.
 NC1404
 NC1404                          STATION RECOVERY (1991)
 NC1404
 NC1404'RECOVERY NOTE BY HAYDEN-WEGMAN 1991 (RF)
 NC1404'CHE-ZAG 3 1972 WAS FOUND IN GOOD CONDITION.  CHE-ZAG 3 AZ A WAS NOT
 NC1404'RECOVERED.  CHE VET 1 1972 IS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1463 ***********************************************************************
 OE1463  DESIGNATION -  CHECKRUN
 OE1463  PID         -  OE1463
 OE1463  STATE/COUNTY-  NY/LEWIS
 OE1463  USGS QUAD   -  LOWVILLE (1980)
 OE1463
 OE1463                         *CURRENT SURVEY CONTROL
 OE1463  ___________________________________________________________________
 OE1463* NAD 83(1986)-  43 49 11.     (N)    075 29 40.     (W)     SCALED    
 OE1463* NAVD 88     -       240.682  (meters)     789.64   (feet)  ADJUSTED  
 OE1463  ___________________________________________________________________
 OE1463  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 OE1463  DYNAMIC HT  -         240.633 (meters)     789.48  (feet)  COMP
 OE1463  MODELED GRAV-     980,410.3   (mgal)                       NAVD 88
 OE1463
 OE1463  VERT ORDER  -  FIRST     CLASS II
 OE1463
 OE1463.The horizontal coordinates were scaled from a topographic map and have
 OE1463.an estimated accuracy of +/- 6 seconds.
 OE1463
 OE1463.The orthometric height was determined by differential leveling
 OE1463.and adjusted by the National Geodetic Survey in June 1991..
 OE1463
 OE1463.The geoid height was determined by GEOID03.
 OE1463
 OE1463.The dynamic height is computed by dividing the NAVD 88
 OE1463.geopotential number by the normal gravity value computed on the
 OE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1463.degrees latitude (g = 980.6199 gals.).
 OE1463
 OE1463.The modeled gravity was interpolated from observed gravity values.
 OE1463
 OE1463;                    North         East    Units  Estimated Accuracy
 OE1463;SPC NY C     -   424,810.      337,590.      MT  (+/- 180 meters Scaled)
 OE1463
 OE1463                          SUPERSEDED SURVEY CONTROL
 OE1463
 OE1463  NGVD 29 (??/??/92)  240.786  (m)          789.98   (f) ADJ UNCH    1 2
 OE1463
 OE1463.Superseded values are not recommended for survey control.
 OE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1463.See file dsdata.txt to determine how the superseded data were derived.
 OE1463
 OE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP602519(NAD 83)
 OE1463_MARKER: DB = BENCH MARK DISK
 OE1463_SETTING: 80 = SET IN A BOULDER
 OE1463_SP_SET: BOULDER
 OE1463_STAMPING: CHECKRUN 1933
 OE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1463+STABILITY: SURFACE MOTION
 OE1463
 OE1463  HISTORY     - Date     Condition        Report By
 OE1463  HISTORY     - 1933     MONUMENTED       CGS
 OE1463  HISTORY     - 1942     GOOD             NGS
 OE1463
 OE1463                          STATION DESCRIPTION
 OE1463
 OE1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE1463'2.2 MI N FROM LOWVILLE.
 OE1463'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT LOWVILLE--
 OE1463'PROCEED NORTHERLY ALONG RAILROAD TRACK 2.2 MILES TO THE SITE OF THE
 OE1463'BENCH MARK. BENCH MARK IS ABOUT 165.0 FEET SOUTHWEST OF AND ACROSS THE
 OE1463'TRACK FROM MILE POST U61 AND 40.0 FEET SOUTHWEST OF AND ABOUT 20.0
 OE1463'FEET BELOW THE CENTER LINE OF THE TRACK.  IT IS SET HORIZONTALLY IN
 OE1463'THE TOP OF A LARGE BOULDER. A DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1161 ***********************************************************************
 NC1161  DESIGNATION -  CHEEKTAWAGA CO CON INC RAD KGN
 NC1161  PID         -  NC1161
 NC1161  STATE/COUNTY-  NY/ERIE
 NC1161  USGS QUAD   -  ORCHARD PARK (1965)
 NC1161
 NC1161                         *CURRENT SURVEY CONTROL
 NC1161  ___________________________________________________________________
 NC1161* NAD 83(1996)-  42 54 12.37062(N)    078 44 47.40262(W)     ADJUSTED  
 NC1161* NAVD 88     -                                                        
 NC1161  ___________________________________________________________________
 NC1161  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 NC1161  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NC1161
 NC1161  HORZ ORDER  -  THIRD
 NC1161
 NC1161.The horizontal coordinates were established by classical geodetic methods
 NC1161.and adjusted by the National Geodetic Survey in January 1999..
 NC1161
 NC1161
 NC1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1161
 NC1161.The geoid height was determined by GEOID03.
 NC1161
 NC1161;                    North         East     Units Scale Factor Converg.
 NC1161;SPC NY W     -   322,456.179   336,675.188   MT  0.99993968   -0 06 39.9
 NC1161;SPC NY W     - 1,057,924.98  1,104,575.18   sFT  0.99993968   -0 06 39.9
 NC1161;UTM  17      - 4,752,555.224   683,969.934   MT  1.00001639   +1 32 04.3
 NC1161
 NC1161                          SUPERSEDED SURVEY CONTROL
 NC1161
 NC1161  NAD 83(1986)-  42 54 12.37687(N)    078 44 47.39986(W) AD(       ) 4
 NC1161  NAD 27      -  42 54 12.16663(N)    078 44 48.28705(W) AD(       ) 3
 NC1161
 NC1161.Superseded values are not recommended for survey control.
 NC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1161.See file dsdata.txt to determine how the superseded data were derived.
 NC1161
 NC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8397052555(NAD 83)
 NC1161_MARKER: 61 = POLE
 NC1161
 NC1161  HISTORY     - Date     Condition        Report By
 NC1161  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1161  HISTORY     - 1983     GOOD             USPSQD
 NC1161  HISTORY     - 19950529 GOOD             USPSQD
 NC1161
 NC1161                          STATION DESCRIPTION
 NC1161
 NC1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WOM)
 NC1161'CHEEKTOWAGA CO. AP. CONSTRUCTION INC--ANTENNA POLE IS A METAL
 NC1161'POLE, 150 FEET HIGH, PAINTED RED AND WHITE, AND WITH AN
 NC1161'ANTENNA ATOP THE POLE.
 NC1161'
 NC1161'STATION IS THE TOP CENTER OF THE POLE AND IS LOCATED 0.4 MILE
 NC1161'EAST OF THE JUNCTION OF UNION ROAD AND BROADWAY AVENUE IN THE
 NC1161'TOWN OF CHEEKTOWAGA.
 NC1161
 NC1161                          STATION RECOVERY (1983)
 NC1161
 NC1161'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1161'ANTENNA RECOVERED GOOD.
 NC1161'
 NC1161'DESCRIPTION ACCURATE.
 NC1161
 NC1161                          STATION RECOVERY (1995)
 NC1161
 NC1161'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1429 ***********************************************************************
 NC1429  DESIGNATION -  CHEEKTOWAGA AMERICAN STD CO TK
 NC1429  PID         -  NC1429
 NC1429  STATE/COUNTY-  NY/ERIE
 NC1429  USGS QUAD   -  BUFFALO NE (1965)
 NC1429
 NC1429                         *CURRENT SURVEY CONTROL
 NC1429  ___________________________________________________________________
 NC1429* NAD 83(1996)-  42 53 24.94613(N)    078 46 09.53751(W)     ADJUSTED  
 NC1429* NAVD 88     -                                                        
 NC1429  ___________________________________________________________________
 NC1429  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 NC1429  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NC1429
 NC1429  HORZ ORDER  -  THIRD
 NC1429
 NC1429.The horizontal coordinates were established by classical geodetic methods
 NC1429.and adjusted by the National Geodetic Survey in January 1999..
 NC1429
 NC1429
 NC1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1429
 NC1429.The geoid height was determined by GEOID03.
 NC1429
 NC1429;                    North         East     Units Scale Factor Converg.
 NC1429;SPC NY W     -   320,996.685   334,808.783   MT  0.99994034   -0 07 35.7
 NC1429;SPC NY W     - 1,053,136.62  1,098,451.82   sFT  0.99994034   -0 07 35.7
 NC1429;UTM  17      - 4,751,042.630   682,146.074   MT  1.00000817   +1 31 07.0
 NC1429
 NC1429                          SUPERSEDED SURVEY CONTROL
 NC1429
 NC1429  NAD 83(1986)-  42 53 24.95236(N)    078 46 09.53470(W) AD(       ) 4
 NC1429  NAD 27      -  42 53 24.74169(N)    078 46 10.41976(W) AD(       ) 3
 NC1429
 NC1429.Superseded values are not recommended for survey control.
 NC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1429.See file dsdata.txt to determine how the superseded data were derived.
 NC1429
 NC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8214651043(NAD 83)
 NC1429_MARKER: 53 = ELEVATED TANK
 NC1429
 NC1429  HISTORY     - Date     Condition        Report By
 NC1429  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1429  HISTORY     - 1983     GOOD             USPSQD
 NC1429
 NC1429                          STATION DESCRIPTION
 NC1429
 NC1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WOM)
 NC1429'CHEEKTOWAGA AMERICAN STANDARD COMPANY WATER TANK IS A 4 LEGGED
 NC1429'STEEL TANK, 125 FEET HIGH AND IS PAINTED PASTEL GREEN.
 NC1429'
 NC1429'STATION IS THE BALL ATOP THE TANK AND IS LOCATED ABOUT 0.4
 NC1429'MILE NORTHWEST OF THE POINT WHERE INTERSTATE HIGHWAY 90 CROSSES
 NC1429'OVER WILLIAM STREET AND IS ON THE GROUNDS OF THE AMERICAN
 NC1429'STANDARD CO. IN THE TOWN OF CHEEKTOWAGA.
 NC1429
 NC1429                          STATION RECOVERY (1983)
 NC1429
 NC1429'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1429'WATER TANK LAND MARK RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1415 ***********************************************************************
 NC1415  DESIGNATION -  CHEEKTOWAGA CO WATER AUTH TANK
 NC1415  PID         -  NC1415
 NC1415  STATE/COUNTY-  NY/ERIE
 NC1415  USGS QUAD   -  BUFFALO NE (1965)
 NC1415
 NC1415                         *CURRENT SURVEY CONTROL
 NC1415  ___________________________________________________________________
 NC1415* NAD 83(1996)-  42 56 48.69714(N)    078 47 00.73446(W)     ADJUSTED  
 NC1415* NAVD 88     -                                                        
 NC1415  ___________________________________________________________________
 NC1415  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 NC1415  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 NC1415
 NC1415  HORZ ORDER  -  THIRD
 NC1415
 NC1415.The horizontal coordinates were established by classical geodetic methods
 NC1415.and adjusted by the National Geodetic Survey in January 1999..
 NC1415
 NC1415
 NC1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1415
 NC1415.The geoid height was determined by GEOID03.
 NC1415
 NC1415;                    North         East     Units Scale Factor Converg.
 NC1415;SPC NY W     -   327,286.441   333,662.128   MT  0.99994078   -0 08 11.1
 NC1415;SPC NY W     - 1,073,772.27  1,094,689.83   sFT  0.99994078   -0 08 11.1
 NC1415;UTM  17      - 4,757,297.257   680,819.132   MT  1.00000224   +1 30 37.9
 NC1415
 NC1415                          SUPERSEDED SURVEY CONTROL
 NC1415
 NC1415  NAD 83(1986)-  42 56 48.70337(N)    078 47 00.73190(W) AD(       ) 4
 NC1415  NAD 27      -  42 56 48.49511(N)    078 47 01.61293(W) AD(       ) 3
 NC1415
 NC1415.Superseded values are not recommended for survey control.
 NC1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1415.See file dsdata.txt to determine how the superseded data were derived.
 NC1415
 NC1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8081957297(NAD 83)
 NC1415_MARKER: 53 = ELEVATED TANK
 NC1415
 NC1415  HISTORY     - Date     Condition        Report By
 NC1415  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1415  HISTORY     - 1983     GOOD             USPSQD
 NC1415  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NC1415
 NC1415                          STATION DESCRIPTION
 NC1415
 NC1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1415'THE STATION IS THE BALL ATOP A GREEN 12 LEGGED WATER TANK WITH
 NC1415'ERIE COUNTY WATER AUTHORITY ON THE SOUTHEAST AND NORTHWEST SIDES IN
 NC1415'PINK.  IT IS 120 FEET TALL AND OWNED BY ERIE COUNTY WATER
 NC1415'AUTHORITY.
 NC1415'
 NC1415'IT IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 NC1415'CLEVELAND DRIVE AND HARLEM ROAD IN CHEEKTOWAGA.
 NC1415
 NC1415                          STATION RECOVERY (1983)
 NC1415
 NC1415'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1415'BALL ON TOP OF WATER TANK RECOVERED GOOD.
 NC1415'
 NC1415'DESCRIPTION OF LOCATION ACCURATE.
 NC1415
 NC1415                          STATION RECOVERY (1990)
 NC1415
 NC1415'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 NC1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1968 ***********************************************************************
 NB1968  DESIGNATION -  CHEESE
 NB1968  PID         -  NB1968
 NB1968  STATE/COUNTY-  NY/MONROE
 NB1968  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1968
 NB1968                         *CURRENT SURVEY CONTROL
 NB1968  ___________________________________________________________________
 NB1968* NAD 83(1996)-  42 58 20.88229(N)    077 33 27.19258(W)     ADJUSTED  
 NB1968* NAVD 88     -       222.2    (meters)     729.     (feet)  VERTCON   
 NB1968  ___________________________________________________________________
 NB1968  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NB1968  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NB1968
 NB1968  HORZ ORDER  -  FIRST
 NB1968
 NB1968.The horizontal coordinates were established by classical geodetic methods
 NB1968.and adjusted by the National Geodetic Survey in January 1999..
 NB1968
 NB1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1968
 NB1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1968
 NB1968.The geoid height was determined by GEOID03.
 NB1968
 NB1968;                    North         East     Units Scale Factor Converg.
 NB1968;SPC NY W     -   330,622.148   433,675.512   MT  1.00002360   +0 41 57.3
 NB1968;SPC NY W     - 1,084,716.16  1,422,817.08   sFT  1.00002360   +0 41 57.3
 NB1968;SPC NY C     -   330,572.106   170,530.374   MT  1.00001517   -0 39 50.8
 NB1968;SPC NY C     - 1,084,551.98    559,481.74   sFT  1.00001517   -0 39 50.8
 NB1968;UTM  18      - 4,760,931.388   291,439.966   MT  1.00013514   -1 44 38.3
 NB1968
 NB1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1968!SPC NY W     -   0.99997063  x   1.00002360  =   0.99999423
 NB1968!SPC NY C     -   0.99997063  x   1.00001517  =   0.99998580
 NB1968!UTM  18      -   0.99997063  x   1.00013514  =   1.00010576
 NB1968
 NB1968|---------------------------------------------------------------------|
 NB1968| PID    Reference Object                     Distance      Geod. Az  |
 NB1968|                                                           dddmmss.s |
 NB1968| AJ1708 CHEESE RM 1                          20.749 METERS 08051     |
 NB1968| NB1981 HONEOYE FALLS UNITED METH CH        APPROX. 3.4 KM 2284233.4 |
 NB1968| NB1961 HONEOYE FALLS WATER TANK            APPROX. 3.6 KM 2340204.7 |
 NB1968| AJ1710 CHEESE AZ MK                                       2521047.4 |
 NB1968| AJ1709 CHEESE RM 2                          22.351 METERS 27837     |
 NB1968|---------------------------------------------------------------------|
 NB1968
 NB1968                          SUPERSEDED SURVEY CONTROL
 NB1968
 NB1968  NAD 83(1986)-  42 58 20.89017(N)    077 33 27.18968(W) AD(       ) 1
 NB1968  NAD 27      -  42 58 20.66208(N)    077 33 28.19831(W) AD(       ) 1
 NB1968  NGVD 29 (07/19/86)  222.4    (m)          730.     (f) VERT ANG       
 NB1968
 NB1968.Superseded values are not recommended for survey control.
 NB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1968.See file dsdata.txt to determine how the superseded data were derived.
 NB1968
 NB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9144060931(NAD 83)
 NB1968_MARKER: DS = TRIANGULATION STATION DISK
 NB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NB1968
 NB1968  HISTORY     - Date     Condition        Report By
 NB1968  HISTORY     - 1969     MONUMENTED       CGS
 NB1968  HISTORY     - 1971     GOOD             LOCSUR
 NB1968  HISTORY     - 19920529 MARK NOT FOUND   USPSQD
 NB1968  HISTORY     - 19960506 GOOD             USPSQD
 NB1968  HISTORY     - 20010331 GOOD             NGS
 NB1968
 NB1968                          STATION DESCRIPTION
 NB1968
 NB1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 NB1968'THE STATION IS LOCATED ABOUT 4-3/4 MILES EAST-SOUTHEAST OF RUSH,
 NB1968'3-1/2 MILES SOUTHWEST OF MENDON, 2-1/4 MILES NORTHEAST OF
 NB1968'HONEOYE FALLS AND ON PROPERTY OWNED BY MR. LAWRENCE EILINGER.
 NB1968'
 NB1968'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 AND
 NB1968'251 ABOUT 2-3/4 MILES NORTH OF HONEOYE FALLS, GO SOUTH ON
 NB1968'HIGHWAY 65 FOR 1.85 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NB1968'EAST ON CHEESE FACTORY ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON
 NB1968'THE LEFT.  CONTINUE EAST ON CHEESE FACTORY ROAD FOR 0.75 MILE TO
 NB1968'A DRIVEWAY ON THE LEFT.  TURN SHARP LEFT AND GO WEST, NORTHWEST
 NB1968'AND NORTH ON THE DRIVEWAY FOR 0.15 MILE TO A FENCE AND THE
 NB1968'STATION AS DESCRIBED.
 NB1968'
 NB1968'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 NB1968'
 NB1968'STATION MARK, STAMPED CHEESE 1969 IS SET 16-INCHES BELOW THE
 NB1968'GROUND SURFACE.  IT IS 74 FEET EAST-SOUTHEAST OF THE METAL
 NB1968'WITNESS POST SET AT RM 2, 69 FEET WEST-SOUTHWEST OF THE METAL
 NB1968'WITNESS POST SET AT RM 1 AND 14.5 FEET SOUTH OF A ROCK AND WIRE
 NB1968'FENCE.
 NB1968'
 NB1968'RM 1, STAMPED CHEESE NO 1 1969 PROJECTS 4 INCHES.  IT IS 3.5
 NB1968'FEET SOUTH OF THE FENCE AND 1.8 FEET WEST OF A METAL WITNESS POST.
 NB1968'
 NB1968'RM 2, STAMPED CHEESE NO 2 1969 PROJECTS 2 INCHES.  IT IS 15
 NB1968'FEET EAST OF A TRIPLE TRUNK TREE, 2.5 FEET SOUTH OF THE FENCE
 NB1968'AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 NB1968'
 NB1968'AZ MK, STAMPED CHEESE 1969 IS SET FLUSH WITH THE GROUND
 NB1968'SURFACE.  IT IS 52.5 FEET EAST OF THE CENTER OF QUAKER
 NB1968'MEETINGHOUSE ROAD, 25 FEET NORTH OF THE CENTER OF CHEESE FACTORY
 NB1968'ROAD, 3 FEET EAST OF A METAL WITNESS POST AND 1 FOOT EAST OF
 NB1968'POWER POLE NUMBER 200.
 NB1968'
 NB1968'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO OBSTRUCTION.
 NB1968'
 NB1968'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NB1968
 NB1968                          STATION RECOVERY (1971)
 NB1968
 NB1968'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 NB1968'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 NB1968
 NB1968                          STATION RECOVERY (1992)
 NB1968
 NB1968'RECOVERY NOTE BY US POWER SQUADRON 1992 (AMW)
 NB1968'THE DISTANCES FROM THE TWO WITNESS POSTS PLACE THE MARKS LOCATION MUCH
 NB1968'GREATER THAN 14.5 FT (4.4 M) FROM THE FENCE.  NOT ABLE TO LOCATE WITH
 NB1968'METAL DETECTOR.
 NB1968
 NB1968                          STATION RECOVERY (1996)
 NB1968
 NB1968'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB1968'RECOVERED IN GOOD CONDITION.
 NB1968
 NB1968                          STATION RECOVERY (2001)
 NB1968
 NB1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2008 ***********************************************************************
 PG2008  DESIGNATION -  CHEEVER 1872
 PG2008  PID         -  PG2008
 PG2008  STATE/COUNTY-  NY/ESSEX
 PG2008  USGS QUAD   -  
 PG2008
 PG2008                         *CURRENT SURVEY CONTROL
 PG2008  ___________________________________________________________________
 PG2008* NAD 83(1996)-  44 04 53.88047(N)    073 27 01.13815(W)     ADJUSTED  
 PG2008* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 PG2008  ___________________________________________________________________
 PG2008  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 PG2008  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG2008
 PG2008  HORZ ORDER  -  THIRD
 PG2008
 PG2008.The horizontal coordinates were established by classical geodetic methods
 PG2008.and adjusted by the National Geodetic Survey in January 1999..
 PG2008
 PG2008.The orthometric height was scaled from a topographic map.
 PG2008
 PG2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2008
 PG2008.The geoid height was determined by GEOID03.
 PG2008
 PG2008;                    North         East     Units Scale Factor Converg.
 PG2008;SPC NY E     -   583,368.712   234,067.376   MT  0.99998689   +0 43 49.0
 PG2008;SPC NY E     - 1,913,935.52    767,936.05   sFT  0.99998689   +0 43 49.0
 PG2008;SPC VT       -   176,149.835   423,885.945   MT  1.00003551   -0 39 40.1
 PG2008;UTM  18      - 4,882,107.205   624,074.555   MT  0.99978934   +1 04 41.6
 PG2008
 PG2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2008!SPC NY E     -   0.99998355  x   0.99998689  =   0.99997044
 PG2008!SPC VT       -   0.99998355  x   1.00003551  =   1.00001906
 PG2008!UTM  18      -   0.99998355  x   0.99978934  =   0.99977289
 PG2008
 PG2008:                Primary Azimuth Mark                     Grid Az
 PG2008:SPC NY E     -  MULLEN USLS 1931                         026 55 54.3
 PG2008:SPC VT       -  MULLEN USLS 1931                         028 19 23.4
 PG2008:UTM  18      -  MULLEN USLS 1931                         026 35 01.7
 PG2008
 PG2008|---------------------------------------------------------------------|
 PG2008| PID    Reference Object                     Distance      Geod. Az  |
 PG2008|                                                           dddmmss.s |
 PG2008| PG2013 MULLEN USLS 1931                    APPROX. 3.7 KM 0273943.3 |
 PG2008|---------------------------------------------------------------------|
 PG2008
 PG2008                          SUPERSEDED SURVEY CONTROL
 PG2008
 PG2008  NAD 83(1996)-  44 04 53.88058(N)    073 27 01.13802(W) AD(       ) 3
 PG2008  NAD 83(1992)-  44 04 53.87992(N)    073 27 01.13785(W) AD(       ) 3
 PG2008  NAD 83(1986)-  44 04 53.88834(N)    073 27 01.14351(W) AD(       ) 3
 PG2008  NAD 27      -  44 04 53.69800(N)    073 27 02.67900(W) AD(       ) 3
 PG2008
 PG2008.Superseded values are not recommended for survey control.
 PG2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2008.See file dsdata.txt to determine how the superseded data were derived.
 PG2008
 PG2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2407582107(NAD 83)
 PG2008_MARKER: H = DRILL HOLE
 PG2008_SETTING: 66 = SET IN ROCK OUTCROP
 PG2008_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PG2008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2008+STABILITY: POSITION/ELEVATION WELL
 PG2008
 PG2008  HISTORY     - Date     Condition        Report By
 PG2008  HISTORY     - 1872     MONUMENTED       CGS
 PG2008  HISTORY     - 1880     GOOD             CGS
 PG2008  HISTORY     - 1930     GOOD             USLS
 PG2008
 PG2008                          STATION DESCRIPTION
 PG2008
 PG2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (SCM)
 PG2008'ON ROCKY LEDGE E OF THE CHEEVER ORE BED.
 PG2008'
 PG2008'STATION IS MARKED BY HOLE DRILLED IN ROCK.
 PG2008'
 PG2008'STATION CAN BE REACHED FROM LAKE, BY ROAD UP HILL FROM OLD ORE BED
 PG2008'LANDING TURNING TO S, AND FROM PORT HENRY BY ROAD TO THE N, STEAM
 PG2008'MILL, THENCE BY PATH.
 PG2008'
 PG2008'DISTANCE TO PINE TREE WNW 68 FEET.
 PG2008
 PG2008                          STATION RECOVERY (1880)
 PG2008
 PG2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1880 (RDC)
 PG2008'THE HOLE DRILLED IN ROCK WAS RECOVERED.
 PG2008'
 PG2008'IN THE ERECTION OF THE POLE TO BE OBSERVED UPON FROM POTATO AND
 PG2008'FIELDS HILLS, A SECOND HOLE, DEEPER AND LARGER, WAS DRILLED IN THE
 PG2008'ROCK, IN WHICH TO FIT THE IRON BOLT WHICH PROJECTED FROM THE BUTT
 PG2008'END OF THE POLE.  THIS SECOND HOLE IS ABOUT 2-1/2 INCHES WESTERLY
 PG2008'FROM THE FIRST, OR CENTER OF STATION.
 PG2008
 PG2008                          STATION RECOVERY (1930)
 PG2008
 PG2008'RECOVERY NOTE BY US LAKE SURVEY 1930
 PG2008'STATION IS ABOUT 2-1/2 MILES N OF PORT HENRY, ABOUT 1/4 MILE E OF THE
 PG2008'MAIN HIGHWAY BETWEEN PORT HENRY AND WESTPORT AND ABOUT 1/4 MILE NE
 PG2008'OF AN ABANDONED SPAR MINE.  ACCESS TO THE STATION IS BEST BY
 PG2008'FOLLOWING A WAGON ROAD, W OF AN OLD SPAR MINE FOR ABOUT 1/2 MILE
 PG2008'NORTHEASTWARD FROM THE MAIN HIGHWAY TO A POINT ABOUT W OF THE
 PG2008'HIGHEST PART OF CHEEVER HILL.  IT IS ON A LEDGE ON THE E SIDE
 PG2008'OF THE HILL, 30 FEET W OF THE EDGE, AND IS E OF SIMILAR BUT HIGHER
 PG2008'LEDGES TOWARDS THE HIGHEST PART OF THE HILL.  THE ELEVATION
 PG2008'ABOVE STANDARD LOW WATER DATUM OF THE LAKE IS ABOUT 400 FEET.
 PG2008'
 PG2008'THE STATION MARK IS A 1-INCH DRILL HOLE, WHICH IS COVERED WITH A PILE
 PG2008'OF ROCKS AND IS 2-1/2 INCHES EASTWARD OF A DEEPER AND LARGER HOLE.
 PG2008'
 PG2008'THREE REFERENCE MARKS CONSISTING OF METAL TABLETS, 2-1/2 INCHES IN
 PG2008'DIAMETER, BEARING THE NAME U.S. LAKE SURVEY AND AN ARROW WHICH
 PG2008'POINTS TO THE STATION WERE SET IN THE LEDGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2209 ***********************************************************************
 NA2209  DESIGNATION -  CHENANGO BRIDGE HOSPITAL STACK
 NA2209  PID         -  NA2209
 NA2209  STATE/COUNTY-  NY/BROOME
 NA2209  USGS QUAD   -  CHENANGO FORKS (1968)
 NA2209
 NA2209                         *CURRENT SURVEY CONTROL
 NA2209  ___________________________________________________________________
 NA2209* NAD 83(1996)-  42 10 24.70731(N)    075 51 45.16735(W)     ADJUSTED  
 NA2209* NAVD 88     -                                                        
 NA2209  ___________________________________________________________________
 NA2209  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 NA2209  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 NA2209
 NA2209  HORZ ORDER  -  THIRD
 NA2209
 NA2209.The horizontal coordinates were established by classical geodetic methods
 NA2209.and adjusted by the National Geodetic Survey in January 1999..
 NA2209
 NA2209
 NA2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2209
 NA2209.The geoid height was determined by GEOID03.
 NA2209
 NA2209;                    North         East     Units Scale Factor Converg.
 NA2209;SPC NY E     -   371,771.677    37,429.405   MT  1.00005588   -0 54 53.6
 NA2209;SPC NY E     - 1,219,720.91    122,799.64   sFT  1.00005588   -0 54 53.6
 NA2209;SPC PA N     -   224,579.684   755,945.886   MT  1.00004394   +1 14 55.1
 NA2209;SPC PA N     -   736,808.51  2,480,132.46   sFT  1.00004394   +1 14 55.1
 NA2209;UTM  18      - 4,669,403.362   428,760.090   MT  0.99966245   -0 34 44.8
 NA2209
 NA2209                          SUPERSEDED SURVEY CONTROL
 NA2209
 NA2209  NAD 83(1986)-  42 10 24.71291(N)    075 51 45.17059(W) AD(       ) 4
 NA2209  NAD 27      -  42 10 24.43500(N)    075 51 46.47500(W) AD(       ) 3
 NA2209
 NA2209.Superseded values are not recommended for survey control.
 NA2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2209.See file dsdata.txt to determine how the superseded data were derived.
 NA2209
 NA2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2876069403(NAD 83)
 NA2209
 NA2209  HISTORY     - Date     Condition        Report By
 NA2209  HISTORY     - 1940     MONUMENTED       CGS
 NA2209
 NA2209                          STATION DESCRIPTION
 NA2209
 NA2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2209'THE CENTER OF THE STACK WAS OBSERVED ON.  IT IS THE HEATING PLANT
 NA2209'STACK AT THE VETERANS TUBERCULOSIS HOSPITAL NEAR CHENANGO BRIDGE,
 NA2209'NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1588 ***********************************************************************
 PH1588  DESIGNATION -  CHENEY
 PH1588  PID         -  PH1588
 PH1588  STATE/COUNTY-  NY/FRANKLIN
 PH1588  USGS QUAD   -  SANTA CLARA (1980)
 PH1588
 PH1588                         *CURRENT SURVEY CONTROL
 PH1588  ___________________________________________________________________
 PH1588* NAD 83(1996)-  44 40 32.81204(N)    074 28 37.61403(W)     ADJUSTED  
 PH1588* NAVD 88     -       518.9    (meters)    1702.     (feet)  VERTCON   
 PH1588  ___________________________________________________________________
 PH1588  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 PH1588  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 PH1588
 PH1588  HORZ ORDER  -  SECOND
 PH1588
 PH1588.The horizontal coordinates were established by classical geodetic methods
 PH1588.and adjusted by the National Geodetic Survey in January 1999..
 PH1588
 PH1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1588
 PH1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1588
 PH1588.The geoid height was determined by GEOID03.
 PH1588
 PH1588;                    North         East     Units Scale Factor Converg.
 PH1588;SPC NY E     -   648,848.079   151,814.375   MT  0.99990004   +0 00 57.9
 PH1588;SPC NY E     - 2,128,762.41    498,077.66   sFT  0.99990004   +0 00 57.9
 PH1588;UTM  18      - 4,947,067.780   541,443.096   MT  0.99962112   +0 22 03.5
 PH1588
 PH1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1588!SPC NY E     -   0.99992325  x   0.99990004  =   0.99982330
 PH1588!UTM  18      -   0.99992325  x   0.99962112  =   0.99954440
 PH1588
 PH1588|---------------------------------------------------------------------|
 PH1588| PID    Reference Object                     Distance      Geod. Az  |
 PH1588|                                                           dddmmss.s |
 PH1588| DE4494 CHENEY RM 1                          10.474 METERS 07524     |
 PH1588| PH1587 CLARA                               APPROX. 5.8 KM 1840620.6 |
 PH1588| DE4495 CHENEY RM 2                           7.048 METERS 18655     |
 PH1588|---------------------------------------------------------------------|
 PH1588
 PH1588                          SUPERSEDED SURVEY CONTROL
 PH1588
 PH1588  NAD 83(1986)-  44 40 32.81952(N)    074 28 37.61688(W) AD(       ) 2
 PH1588  NAD 27      -  44 40 32.60019(N)    074 28 39.04330(W) AD(       ) 2
 PH1588  NGVD 29 (07/19/86)  519.0    (m)         1703.     (f) VERT ANG       
 PH1588
 PH1588.Superseded values are not recommended for survey control.
 PH1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1588.See file dsdata.txt to determine how the superseded data were derived.
 PH1588
 PH1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ4144347068(NAD 83)
 PH1588_MARKER: DS = TRIANGULATION STATION DISK
 PH1588_SETTING: 66 = SET IN ROCK OUTCROP
 PH1588
 PH1588  HISTORY     - Date     Condition        Report By
 PH1588  HISTORY     - 1963     MONUMENTED       CGS
 PH1588  HISTORY     - 1974     GOOD             NGS
 PH1588  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PH1588
 PH1588                          STATION DESCRIPTION
 PH1588
 PH1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1588'THE STATION IS ABOUT 3-1/2 MILES EAST OF ST. REGIS FALLS, 3-1/4
 PH1588'MILES NORTH NORTHWEST OF SANTA CLARA AND ON A HIGH POINT CALLED
 PH1588'CHENEY HILL OWNED BY MR. FRED DESAW.  IT IS 7 FEET NORTHWEST OF A
 PH1588'TRIPLE TRUNK BIRCH TREE AND 54 FEET SOUTHEAST OF A 6 INCH PINE
 PH1588'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 PH1588'CHENEY 1963.
 PH1588'
 PH1588'TO REACH THE STATION FROM THE POST OFFICE IN ST. REGIS FALLS, GO
 PH1588'NORTH ON STATE HIGHWAY 72 FOR 0.05 MILE TO A PAVED ROAD RIGHT.  TURN
 PH1588'RIGHT AND GO EAST ON A PAVED ROAD FOR 2.5 MILES TO A FORK.  TURN
 PH1588'RIGHT ON GRAVELED ROAD AND GO SOUTHEASTERLY FOR 0.1 MILE TO A
 PH1588'FORK.  KEEP RIGHT FORK AND CONTINUE 0.1 MILE TO A FORK.  KEEP
 PH1588'LEFT FORK AND GO SOUTHERLY 1.15 MILES TO A GRAVELED SIDE ROAD
 PH1588'RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.45 MILE
 PH1588'TO A SMALL CABIN ON THE LEFT.  CONTINUE SOUTHWESTERLY ACROSS
 PH1588'FIELD TO TOP OF HILL AND STATION.
 PH1588'
 PH1588'REFERENCE MARK 1 IS 88 FEET SOUTHEAST OF A 6 INCH PINE TREE AND
 PH1588'46 FEET NORTHWEST OF A TRIPLE TRUNK BIRCH TREE.  THE MONUMENT
 PH1588'PROJECTS 2 INCHES AND THE DISK IS STAMPED CHENEY NO 1 1963.
 PH1588'
 PH1588'REFERENCE MARK 2 IS 56 FEET SOUTHEAST OF A 6 INCH PINE TREE AND 71
 PH1588'FEET WEST OF THE TRIPLE TRUNK BIRCH TREE.  THE DISK IS CEMENTED IN A
 PH1588'DRILLED HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 10 INCHES AND IS
 PH1588'STAMPED CHENEY NO 2 1963.
 PH1588'
 PH1588'STATION CLARA CAN BE USED FOR AN AZIMUTH.
 PH1588'
 PH1588'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PH1588
 PH1588                          STATION RECOVERY (1974)
 PH1588
 PH1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PH1588'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  NO
 PH1588'AZIMUTH MARK ESTABLISHED FOR THIS STATION.  VIEW FROM STATION IS
 PH1588'OPEN TO SOUTHWARD.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 PH1588'CHECKED.
 PH1588'
 PH1588'STATION IS LOCATED ON A HILL KNOWN AS CHENEY HILL.  THE STATION
 PH1588'MARK IS A STANDARD DISK STAMPED CHENEY 1963, CEMENTED IN A DRILL
 PH1588'HOLE IN BEDROCK FLUSH WITH SURROUNDING AREA.  IT IS 54 FEET
 PH1588'SOUTHEAST OF A 10-INCH PINE AND 7 FEET NORTHWEST OF A 3-TRUNKED
 PH1588'BIRCH.
 PH1588'
 PH1588'RM NO. 1 IS A STANDARD DISK STAMPED CHENEY NO 1 1963, SET IN
 PH1588'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 88
 PH1588'FEET SOUTHEAST OF A PINE TREE AND 46 FEET NORTHWEST OF A
 PH1588'SECOND 3-TRUNKED BIRCH.
 PH1588'
 PH1588'RM NO. 2 IS A STANDARD DISK STAMPED CHENEY NO 2 1963, CEMENTED
 PH1588'IN A DRILL HOLE IN BEDROCK PROJECTING 10 INCHES ABOVE SURROUNDING
 PH1588'AREA.  IT IS 71 FEET WEST OF A THIRD 3-TRUNKED BIRCH AND 56 FEET
 PH1588'SOUTHEAST OF A PINE TREE.
 PH1588'
 PH1588'TO REACH STATION FROM THE U.S. POST OFFICE IN ST. REGIS FALLS, GO
 PH1588'NORTH ON NY RTE. 458 FOR 0.05 MILE.  TAKE PAVED SIDE ROAD RIGHT, AND
 PH1588'GO EAST 2.5 MILES TO A FORK.  TAKE RIGHT FORK, GRAVELED ROAD, AND
 PH1588'GO SOUTHEAST 0.1 MILE.  TAKE RIGHT FORK AND CONTINUE FOR 0.1 MILE
 PH1588'TO A FORK.  TAKE LEFT FORK AND GO SOUTHERLY 1.15 MILES ON TRIM
 PH1588'HILL ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 PH1588'GRAVELED ROAD FOR 0.45 MILE TO SMALL CABIN ON LEFT.  CONTINUE,
 PH1588'SOUTHWEST ACROSS FIELD TO TOP OF HILL AND STATION.
 PH1588'
 PH1588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST
 PH1588'OF ST. REGIS FALLS.
 PH1588
 PH1588                          STATION RECOVERY (1976)
 PH1588
 PH1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 PH1588'THE STATION MARK, REFERENCE MAAKS 1 AND 2 WERE RECOVERED.  A
 PH1588'DIFFERENCE OF 0.16 FEET OR 0.048 METERS SHORTER IN THE DISTANCE
 PH1588'TO REFERENCE MARK 1 WAS NOTED.  A DIFFERENCE OF 0.04 FEET OR
 PH1588'0.015 METERS LONGER IN THE DISTANCE TO REFERENCE MARK 2 WAS
 PH1588'NOTED.  THE DISTANCE BETWEEN THE REFERENCE MARKS DIFFERED BY
 PH1588'0.19 FEET OR 0.041 METERS LONGER.  THE DIRECTION TO REFERENCE
 PH1588'MARK 1 CHECKED THE OLD DATA.  A DIFFERENCE OF 8 MINUTES 28
 PH1588'SECONDS IN THE DIRECTION TO REFERENCE MARK 2 WAS NOTED.
 PH1588'FOLLOWING IS A NEW DESCRIPTION.
 PH1588'
 PH1588'THE STATION IS ABOUT 3-1/2 MILES EAST OF ST. REGIS FALLS ON A
 PH1588'LOW HILL KNOWN AS CHENEY HILL.
 PH1588'
 PH1588'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND
 PH1588'99 IN DUANE, GO WEST ON A PAVED ROAD FOR 9.55 MILES TO A
 PH1588'GRAVLED ROAD LEFT.  TURN LEFT AND GO WESTERLY ON THE GRAVLED
 PH1588'ROAD FOR 0.6 MILE TO A GRADED ROAD LEFT.  TURN LEFT AND GO
 PH1588'SOUTHERLY ON THE GRADED ROAD FOR 0.45 MILE TO THE END OF ROAD
 PH1588'AND A CABIN ON THE LEFT.  BEAR RIGHT AND GO SOUTHWESTERLY
 PH1588'ACROSS A FIELD FOR 0.2 MILE TO THE TOP OF HILL AND THE STATION
 PH1588'ON THE WEST SIDE OF THE HILL.
 PH1588'
 PH1588'STATION MARK, STAMPED---CHENEY 1963---, IS A STANDARD DISK,
 PH1588'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH.  THERE
 PH1588'WAS NO LOCAL OBJECTS TO MEASURE TO.
 PH1588'
 PH1588'REFERENCE MARK 1, STAMPED---CHENEY NO 1 1963---, IS A STANDARD
 PH1588'DISK, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 PH1588'PROJECTS 2 INCHES ABOVE THE GROUND.
 PH1588'
 PH1588'REFERENCE MARK 2, STAMPED---CHENEY NO 2 1963---, IS A STANDARD
 PH1588'DISK, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT
 PH1588'PROJECTS 8 INCHES.
 PH1588'
 PH1588'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 PH1588'
 PH1588'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PH1588'
 PH1588'DESCRIBED BY V. WILSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3114 ***********************************************************************
 KU3114  DESIGNATION -  CHERRY
 KU3114  PID         -  KU3114
 KU3114  STATE/COUNTY-  NY/NASSAU
 KU3114  USGS QUAD   -  FREEPORT (1979)
 KU3114
 KU3114                         *CURRENT SURVEY CONTROL
 KU3114  ___________________________________________________________________
 KU3114* NAD 83(1996)-  40 41 54.87399(N)    073 30 25.95275(W)     ADJUSTED  
 KU3114* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 KU3114  ___________________________________________________________________
 KU3114  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KU3114  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU3114
 KU3114  HORZ ORDER  -  FIRST
 KU3114
 KU3114.The horizontal coordinates were established by classical geodetic methods
 KU3114.and adjusted by the National Geodetic Survey in January 1999..
 KU3114
 KU3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3114
 KU3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3114
 KU3114.The geoid height was determined by GEOID03.
 KU3114
 KU3114;                    North         East     Units Scale Factor Converg.
 KU3114;SPC NY L     -    59,183.417   341,649.073   MT  0.99999838   +0 19 20.4
 KU3114;SPC NY L     -   194,170.93  1,120,893.67   sFT  0.99999838   +0 19 20.4
 KU3114;UTM  18      - 4,506,368.494   626,118.366   MT  0.99979578   +0 58 24.8
 KU3114
 KU3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3114!SPC NY L     -   1.00000294  x   0.99999838  =   1.00000132
 KU3114!UTM  18      -   1.00000294  x   0.99979578  =   0.99979872
 KU3114
 KU3114|---------------------------------------------------------------------|
 KU3114| PID    Reference Object                     Distance      Geod. Az  |
 KU3114|                                                           dddmmss.s |
 KU3114| CB6678 CHERRY RM 1                          22.833 METERS 07850     |
 KU3114| KU3156 WAN                                 384.110 METERS 18040     |
 KU3114| KU3117 NORTH BELLMORE US ARMY TANK         APPROX. 2.4 KM 2393316.1 |
 KU3114| CB6679 CHERRY RM 2                          26.382 METERS 28958     |
 KU3114|---------------------------------------------------------------------|
 KU3114
 KU3114                          SUPERSEDED SURVEY CONTROL
 KU3114
 KU3114  NAD 83(1996)-  40 41 54.87682(N)    073 30 25.95162(W) AD(       ) 1
 KU3114  NAD 83(1992)-  40 41 54.87657(N)    073 30 25.95138(W) AD(       ) 1
 KU3114  NAD 83(1986)-  40 41 54.87742(N)    073 30 25.95251(W) AD(       ) 1
 KU3114  NAD 27      -  40 41 54.51489(N)    073 30 27.49848(W) AD(       ) 1
 KU3114  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 KU3114
 KU3114.Superseded values are not recommended for survey control.
 KU3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3114.See file dsdata.txt to determine how the superseded data were derived.
 KU3114
 KU3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2611806368(NAD 83)
 KU3114_MARKER: DS = TRIANGULATION STATION DISK
 KU3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3114
 KU3114  HISTORY     - Date     Condition        Report By
 KU3114  HISTORY     - 1965     MONUMENTED       CGS
 KU3114
 KU3114                          STATION DESCRIPTION
 KU3114
 KU3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3114'THE STATION IS LOCATED IN THE VILLAGE OF WANTAGH, TOWN OF
 KU3114'HEMPSTEAD, IN THE TOWN PARK WHICH IS JUST SOUTH OF AN
 KU3114'EXIT RAMP OFF THE SOUTHERN STATE PARKWAY LEADING TO
 KU3114'WANTAGH AVENUE.  IT IS JUST WEST OF WANTAGH AVENUE AND
 KU3114'NEAR THE NORTH EDGE OF THE PARK.
 KU3114'
 KU3114'THE STATION MARK IS A STANDARD DISK STAMPED CHERRY 1965,
 KU3114'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3114'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 121.5 FEET
 KU3114'WEST OF THE CENTER OF WANTAGH AVENUE, 98.7 FEET WEST-SOUTHWEST
 KU3114'OF POWER POLE NUMBER SLD 112, 93.5 FEET EAST-NORTHEAST OF THE
 KU3114'OUT-FIELD FENCE OF A SMALL BASEBALL DIAMOND LOCATED IN THE
 KU3114'SOUTHWEST CORNER OF THE PARK AND 22.9 FEET SOUTH OF AN
 KU3114'EAST-WEST CHAIN LINK FENCE WHICH IS THE NORTH BOUNDARY
 KU3114'OF THE PARK.
 KU3114'
 KU3114'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A
 KU3114'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH
 KU3114'AND IS STAMPED CHERRY NO 1 1965.  IT IS 52.3 FEET WEST OF
 KU3114'THE CENTER OF WANTAGH AVENUE, 23.5 FEET WEST OF POWER POLE
 KU3114'NUMBER SLD 112, 3.8 FEET WEST-SOUTHWEST OF THE NORTHEAST
 KU3114'CORNER POST OF THE PARK, 1.3 FEET SOUTH OF THE EAST-WEST
 KU3114'CHAIN LINK FENCE AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 KU3114'POST WITH SIGN ATTACHED.
 KU3114'
 KU3114'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A
 KU3114'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES
 KU3114'AND IS STAMPED CHERRY NO 2 1965.  IT IS 159 FEET WEST OF THE
 KU3114'CORNER POST IN THE NORTHEAST CORNER OF THE PARK, 27.6 FEET
 KU3114'NORTHEAST OF THE OUT-FIELD FENCE OF THE SMALL BASEBALL
 KU3114'DIAMOND AND 1.3 FEET SOUTH OF THE EAST-WEST CHAIN LINK FENCE.
 KU3114'
 KU3114'TRIANGULATION STATION WAN 1951 WILL SERVE AS AN AZIMUTH MARK.
 KU3114'
 KU3114'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2069 ***********************************************************************
 PH2069  DESIGNATION -  CHERRY USLS
 PH2069  PID         -  PH2069
 PH2069  STATE/COUNTY-  NY/ST LAWRENCE
 PH2069  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2069
 PH2069                         *CURRENT SURVEY CONTROL
 PH2069  ___________________________________________________________________
 PH2069* NAD 83(1996)-  44 25 57.49786(N)    075 50 11.03173(W)     ADJUSTED  
 PH2069* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2069  ___________________________________________________________________
 PH2069  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 PH2069  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 PH2069
 PH2069  HORZ ORDER  -  THIRD
 PH2069
 PH2069.The horizontal coordinates were established by classical geodetic methods
 PH2069.and adjusted by the National Geodetic Survey in January 1999..
 PH2069
 PH2069.The orthometric height was scaled from a topographic map.
 PH2069
 PH2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2069
 PH2069.The geoid height was determined by GEOID03.
 PH2069
 PH2069;                    North         East     Units Scale Factor Converg.
 PH2069;SPC NY E     -   622,700.481    43,605.010   MT  1.00003917   -0 56 08.4
 PH2069;SPC NY E     - 2,042,976.49    143,060.77   sFT  1.00003917   -0 56 08.4
 PH2069;UTM  18      - 4,920,267.011   433,431.702   MT  0.99965450   -0 35 08.0
 PH2069
 PH2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2069!SPC NY E     -   0.99999329  x   1.00003917  =   1.00003246
 PH2069!UTM  18      -   0.99999329  x   0.99965450  =   0.99964779
 PH2069
 PH2069:                Primary Azimuth Mark                     Grid Az
 PH2069:SPC NY E     -  GULL USLS                                026 10 42.1
 PH2069:UTM  18      -  GULL USLS                                025 49 41.7
 PH2069
 PH2069|---------------------------------------------------------------------|
 PH2069| PID    Reference Object                     Distance      Geod. Az  |
 PH2069|                                                           dddmmss.s |
 PH2069| PH2060 GULL USLS                           APPROX. 3.2 KM 0251433.7 |
 PH2069| PH2049 MANZ USLS                           APPROX. 4.8 KM 0681727.2 |
 PH2069| PH2070 POINT USLS                          APPROX. 0.8 KM 1941939.0 |
 PH2069| PH2073 CHIMNEY USLS                        APPROX. 4.2 KM 3511352.1 |
 PH2069|---------------------------------------------------------------------|
 PH2069
 PH2069                          SUPERSEDED SURVEY CONTROL
 PH2069
 PH2069  NAD 83(1986)-  44 25 57.50414(N)    075 50 11.03447(W) AD(       ) 3
 PH2069  NAD 27      -  44 25 57.32600(N)    075 50 12.19000(W) AD(       ) 3
 PH2069
 PH2069.Superseded values are not recommended for survey control.
 PH2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2069.See file dsdata.txt to determine how the superseded data were derived.
 PH2069
 PH2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3343220267(NAD 83)
 PH2069_MARKER: DD = SURVEY DISK
 PH2069_SETTING: 80 = SET IN A BOULDER
 PH2069_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 PH2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2069+STABILITY: SURFACE MOTION
 PH2069
 PH2069  HISTORY     - Date     Condition        Report By
 PH2069  HISTORY     - 1902     MONUMENTED       USLS
 PH2069  HISTORY     - 1957     GOOD             USLS
 PH2069
 PH2069                          STATION DESCRIPTION
 PH2069
 PH2069'DESCRIBED BY US LAKE SURVEY 1902
 PH2069'LOCATED ON ST HELENA ISLAND ABOUT 4 MILES W OF CHIPPEWA BAY AND ABOUT
 PH2069'3/8 MILE E OF THE N END OF GRENADIER ISLAND.  IT IS ON THE HIGHEST
 PH2069'PART OF THE ROCK OUTCROP ON A KNOLL NEAR THE W SIDE OF THE ISLAND,
 PH2069'AND ABOUT 3 FEET E OF THE EDGE OF THE ROCK OUTCROP.  THE ELEVATION
 PH2069'ABOVE THE RIVER IS ABOUT 20 FEET.
 PH2069'
 PH2069'STATION MARK--A CROSS IN A BRONZE DISK BEARING THE NAME---U.S. LAKE
 PH2069'SURVEY---AND STAMPED---CHERRY 1902---.  IT WAS SET IN A DRILL HOLE IN
 PH2069'A TRIANGLE CUT IN SOLID ROCK THAT MARKED THE STATION ESTABLISHED IN
 PH2069'1902.
 PH2069
 PH2069                          STATION RECOVERY (1957)
 PH2069
 PH2069'RECOVERY NOTE BY US LAKE SURVEY 1957 (NWS)
 PH2069'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2484 ***********************************************************************
 LY2484  DESIGNATION -  CHERRYTOWN
 LY2484  PID         -  LY2484
 LY2484  STATE/COUNTY-  NY/ULSTER
 LY2484  USGS QUAD   -  KERHONKSON (1978)
 LY2484
 LY2484                         *CURRENT SURVEY CONTROL
 LY2484  ___________________________________________________________________
 LY2484* NAD 83(1996)-  41 51 14.47056(N)    074 21 41.75383(W)     ADJUSTED  
 LY2484* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 LY2484  ___________________________________________________________________
 LY2484  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 LY2484  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LY2484
 LY2484  HORZ ORDER  -  SECOND
 LY2484
 LY2484.The horizontal coordinates were established by classical geodetic methods
 LY2484.and adjusted by the National Geodetic Survey in January 1999..
 LY2484
 LY2484.The orthometric height was scaled from a topographic map.
 LY2484
 LY2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2484
 LY2484.The geoid height was determined by GEOID03.
 LY2484
 LY2484;                    North         East     Units Scale Factor Converg.
 LY2484;SPC NY E     -   335,396.613   161,491.710   MT  0.99990162   +0 05 32.4
 LY2484;SPC NY E     - 1,100,380.39    529,827.39   sFT  0.99990162   +0 05 32.4
 LY2484;UTM  18      - 4,633,765.382   552,991.702   MT  0.99963455   +0 25 33.5
 LY2484
 LY2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2484!SPC NY E     -   0.99990876  x   0.99990162  =   0.99981039
 LY2484!UTM  18      -   0.99990876  x   0.99963455  =   0.99954334
 LY2484
 LY2484:                Primary Azimuth Mark                     Grid Az
 LY2484:SPC NY E     -  FRANKEL                                  090 28 12.9
 LY2484:UTM  18      -  FRANKEL                                  090 08 11.8
 LY2484
 LY2484|---------------------------------------------------------------------|
 LY2484| PID    Reference Object                     Distance      Geod. Az  |
 LY2484|                                                           dddmmss.s |
 LY2484| LY2424 FRANKEL                             APPROX.10.4 KM 0903345.3 |
 LY2484| CB3822 CHERRYTOWN RM 1                      18.761 METERS 15332     |
 LY2484| CB3823 CHERRYTOWN RM 2                      19.532 METERS 22424     |
 LY2484|---------------------------------------------------------------------|
 LY2484
 LY2484                          SUPERSEDED SURVEY CONTROL
 LY2484
 LY2484  NAD 83(1986)-  41 51 14.47325(N)    074 21 41.75470(W) AD(       ) 2
 LY2484  NAD 27      -  41 51 14.13600(N)    074 21 43.20900(W) AD(       ) 2
 LY2484
 LY2484.Superseded values are not recommended for survey control.
 LY2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2484.See file dsdata.txt to determine how the superseded data were derived.
 LY2484
 LY2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM5299233765(NAD 83)
 LY2484
 LY2484  HISTORY     - Date     Condition        Report By
 LY2484  HISTORY     - 1942     MONUMENTED       CGS
 LY2484  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LY2484
 LY2484                          STATION DESCRIPTION
 LY2484
 LY2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2484'STATION IS ON THE SOUTHERN AND HIGHEST END AND NEAR THE W SIDE
 LY2484'OF A LONG RIDGE ABOUT 6.5 MILES NW OF KERHONKSON AND ON LAND
 LY2484'OWNED BY THE STATE OF NEW YORK.  IT IS A BRONZE DISK SET FLUSH IN
 LY2484'A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE
 LY2484'GROUND, 15 FEET NW OF A 6-INCH OAK TREE WITH A TRIANGULAR BLAZE,
 LY2484'13 FEET SE OF A 4-INCH OAK TREE WITH A TRIANGULAR BLAZE, 7.5 FEET
 LY2484'SW OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE AND IS
 LY2484'STAMPED CHERRYTOWN 1942.
 LY2484'
 LY2484'REFERENCE MARK NO.1 IS SE OF THE STATION.  IT IS A BRONZE DISK SET
 LY2484'FLUSH IN A DRILL HOLE IN THE FLAT TOP OF A BOULDER WITH THE SURFACE
 LY2484'OF THE GROUND AND IS STAMPED CHERRYTOWN NO.1 1942.
 LY2484'
 LY2484'REFERENCE MARK NO.2 IS SW OF THE STATION.  IT IS A BRONZE DISK
 LY2484'SET FLUSH IN A DRILL HOLE IN THE FLAT TOP OF A BOULDER ABOUT 2
 LY2484'FEET ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CHERRYTOWN
 LY2484'NO.2 1942.
 LY2484'
 LY2484'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION AS THERE WERE
 LY2484'NO SUITABLE SITES.
 LY2484'
 LY2484'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 44, 55, AND
 LY2484'209 IN KERHONKSON, GO EASTERLY ON U.S. HIGHWAY 209 FOR 0.65
 LY2484'MILE, THEN TURN LEFT ON A PAVED ROAD AND GO NORTHERLY FOR 8.0
 LY2484'MILES.  HERE TURN LEFT AS PER SIGN ETHEYLYNN, PIPPER TURKEY FARM
 LY2484'AND GO 0.65 MILE, KEEP LEFT FORK FOR 0.75 MILE, THEN KEEP RIGHT
 LY2484'FOR 0.35 MILE, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE.  HERE TURN
 LY2484'LEFT OVER BRIDGE AND GO 1.0 MILE, THEN KEEP LEFT FOR 1.0 MILE TO
 LY2484'END OF ROAD AT VERNCOY FALLS.  FROM THE FALLS FOLLOW TRACK
 LY2484'ROAD EASTERLY UPHILL FOR 0.3 MILE TO 2 BLAZES AND AN ARROW
 LY2484'ON A LARGE TREE, TURN RIGHT AND FOLLOW A WELL-BLAZED TRACK ROAD
 LY2484'FOR 1.7 MILES TO THE S END OF THE RIDGE AND THE STATION.  A
 LY2484'TRUCK WITH A COMPOUND LOW GEAR AND CHAINS CAN BE DRIVEN TO THE
 LY2484'STATION.
 LY2484'
 LY2484'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT FRANKEL, FURMAN, HEIGHT,
 LY2484'AND SAMSON.
 LY2484'
 LY2484'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT VAN ETTEN, WRIGHT,
 LY2484'AND SOUTH HILL.
 LY2484'
 LY2484'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT SKY TOP AND PANICH.
 LY2484'
 LY2484'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT CASTLE POINT.
 LY2484'
 LY2484'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LY2484
 LY2484                          STATION RECOVERY (1975)
 LY2484
 LY2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2484'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  VIEW
 LY2484'FROM STATION IS OBSTRUCTED IN ALL DIRECTIONS BY TREES UP TO 30
 LY2484'FEET TALL.  DISTANCE AND ANGLE TO REFERENCE MARKS WERE NOT CHECKED.
 LY2484'
 LY2484'STATION MARK IS IN BEDROCK FLUSH WITH GROUND, UNDER A PILE OF FLAT
 LY2484'ROCKS, AND IN THE MIDST OF MANY BLAZED TREES THAT HAVE RED PAINT
 LY2484'ON THEM.
 LY2484'
 LY2484'RM NO. 1 IS IN A 3 X 5-FOOT FLAT BOULDER PROJECTING 2 FEET FROM
 LY2484'GROUND.  RM NO. 2 IS IN A BOULDER FLUSH WITH GROUND AND NEAR A
 LY2484'STONE PILE.
 LY2484'
 LY2484'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 44 AND 209
 LY2484'JUST WEST OF KERHONKSON, GO EAST ON HIGHWAY 209 FOR 0.75
 LY2484'MILE.  TURN LEFT ON SAMPSONVILLE ROAD AND GO 1.45 MILES TO A
 LY2484'FORK.  TAKE LEFT FORK, CHERRYTOWN ROAD, AND GO 3.65 MILES TO
 LY2484'VILLAGE OF CHERRYTOWN.  HERE BEAR SHARP LEFT ON UPPER CHERRYTOWN
 LY2484'ROAD AND GO 1.25 MILES TO A GRAVEL ROAD ON LEFT AT 5 MAILBOXES.
 LY2484'TURN LEFT ON THE GRAVEL ROAD AND GO 0.2 MILE TO END OF GRAVEL
 LY2484'ROAD AT OLD BARN AND STONE FENCE.  CONTINUE AHEAD ON TRACK
 LY2484'ROAD FOR 0.05 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.1 MILE TO A
 LY2484'3-PRONGED FORK.  TAKE EXTREME RIGHT FORK AND GO 0.05 MILE TO
 LY2484'TRAILER HOME ON LEFT.  CONTINUE ON STEEP TRACK ROAD
 LY2484'FOR 1.0 MILE TO A MR. WM. MITCHELLS CABIN AT TOP OF
 LY2484'HILL.  FROM CABIN WALK NORTH ALONG DIM TRACK TRAIL TO STATION, A
 LY2484'10-MINUTE WALK.  NOTE--A 4-WHEEL-DRIVE VEHICLE IS ADVISABLE FOR THE
 LY2484'LAST MILE UP TO MR. MITCHELLS CABIN.
 LY2484'
 LY2484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2484'6 MILES NW OF KERHONKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1901 ***********************************************************************
 NB1901  DESIGNATION -  CHESHIRE
 NB1901  PID         -  NB1901
 NB1901  STATE/COUNTY-  NY/ONTARIO
 NB1901  USGS QUAD   -  CANANDAIGUA LAKE (1978)
 NB1901
 NB1901                         *CURRENT SURVEY CONTROL
 NB1901  ___________________________________________________________________
 NB1901* NAD 83(1996)-  42 49 04.43100(N)    077 21 05.07833(W)     ADJUSTED  
 NB1901* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 NB1901  ___________________________________________________________________
 NB1901  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NB1901  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NB1901
 NB1901  HORZ ORDER  -  SECOND
 NB1901
 NB1901.The horizontal coordinates were established by classical geodetic methods
 NB1901.and adjusted by the National Geodetic Survey in January 1999..
 NB1901
 NB1901.The orthometric height was scaled from a topographic map.
 NB1901
 NB1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1901
 NB1901.The geoid height was determined by GEOID03.
 NB1901
 NB1901;                    North         East     Units Scale Factor Converg.
 NB1901;SPC NY C     -   313,227.504   187,189.375   MT  0.99998602   -0 31 19.4
 NB1901;SPC NY C     - 1,027,647.24    614,137.14   sFT  0.99998602   -0 31 19.4
 NB1901;UTM  18      - 4,743,274.708   307,771.170   MT  1.00005462   -1 35 55.2
 NB1901
 NB1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1901!SPC NY C     -   0.99993436  x   0.99998602  =   0.99992039
 NB1901!UTM  18      -   0.99993436  x   1.00005462  =   0.99998898
 NB1901
 NB1901:                Primary Azimuth Mark                     Grid Az
 NB1901:SPC NY C     -  CHESHIRE AZ MK                           044 34 26.2
 NB1901:UTM  18      -  CHESHIRE AZ MK                           045 39 02.0
 NB1901
 NB1901|---------------------------------------------------------------------|
 NB1901| PID    Reference Object                     Distance      Geod. Az  |
 NB1901|                                                           dddmmss.s |
 NB1901| DA1602 CHESHIRE AZ MK                                     0440306.8 |
 NB1901| DA1603 CHESHIRE RM 1                        26.180 METERS 23140     |
 NB1901| DA1604 CHESHIRE RM 2                        39.422 METERS 32828     |
 NB1901|---------------------------------------------------------------------|
 NB1901
 NB1901                          SUPERSEDED SURVEY CONTROL
 NB1901
 NB1901  NAD 83(1986)-  42 49 04.43956(N)    077 21 05.07433(W) AD(       ) 2
 NB1901  NAD 27      -  42 49 04.20450(N)    077 21 06.12874(W) AD(       ) 2
 NB1901
 NB1901.Superseded values are not recommended for survey control.
 NB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1901.See file dsdata.txt to determine how the superseded data were derived.
 NB1901
 NB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0777143275(NAD 83)
 NB1901_MARKER: DS = TRIANGULATION STATION DISK
 NB1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1901
 NB1901  HISTORY     - Date     Condition        Report By
 NB1901  HISTORY     - 1943     MONUMENTED       CGS
 NB1901  HISTORY     - 1974     GOOD             NGS
 NB1901  HISTORY     - 1990     GOOD             USPSQD
 NB1901  HISTORY     - 1990     GOOD             USPSQD
 NB1901  HISTORY     - 20051029 GOOD             USPSQD
 NB1901
 NB1901                          STATION DESCRIPTION
 NB1901
 NB1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1901'STATION IS LOCATED ABOUT 1.25 MILES WEST OF THE VILLAGE OF
 NB1901'CHESHIRE ON THE TOP OF A HIGH HILL THAT IS TIMBERED ON TOP AND
 NB1901'HAS A FIELD ON ITS EAST AND NORTH SLOPE.  THE MARK IS THE
 NB1901'CENTERLINE OF AN OLD WOODS ROAD, 32 FEET WEST OF A WIRE FENCE,
 NB1901'13 FEET NORTHWEST OF A TRIANGULAR BLAZED 6-INCH TREE AND 12 FEET
 NB1901'WEST OF A TRIANGULAR BLAZED 6-INCH TREE.  IT IS STAMPED CHESHIRE
 NB1901'1943 AND PROJECTS 8 INCHES.
 NB1901'
 NB1901'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND 60 FEET
 NB1901'WEST OF THE CENTERLINE OF THE WOODS ROAD.  IT IS STAMPED CHESHIRE
 NB1901'NO 1 1943 AND PROJECTS 8 INCHES.
 NB1901'
 NB1901'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND 10 FEET
 NB1901'WEST OF THE CENTERLINE OF THE WOODS ROAD.  IT IS STAMPED CHESHIRE
 NB1901'NO 2 1943 AND PROJECTS 6 INCHES.
 NB1901'
 NB1901'THE AZIMUTH MARK IS NORTHEAST OF THE STATION AT THE SOUTHEAST
 NB1901'CORNER OF A LARGE RED BARN AND 70 FEET SOUTH OF THE CENTERLINE
 NB1901'OF A GRAVEL ROAD.  IT IS STAMPED CHESHIRE 1943 AND PROJECTS
 NB1901'6 INCHES.
 NB1901'
 NB1901'TO REACH THE STATION FROM THE SCHOOL HOUSE IN CHESHIRE, GO SOUTH
 NB1901'ON STATE HIGHWAY NO. 21 FOR 0.05 MILE TO A GRAVEL SIDE ROAD ON
 NB1901'THE RIGHT (I G A STORE ON THE LEFT).  THEN RIGHT (WEST) FOR 0.9
 NB1901'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.45
 NB1901'MILE.  THEN LEFT (SOUTH) FOR 0.25 MILE TO THE LINE BETWEEN A
 NB1901'FIELD AND A WOODS ON THE LEFT SIDE OF THE ROAD.  THEN LEFT
 NB1901'(EAST) ACROSS FIELD FOR 0.15 MILE TO THE TOP OF THE RIDGE.  THEN
 NB1901'RIGHT ON A DIM WOODS ROAD FOR 0.1 MILE TO THE STATION.
 NB1901'
 NB1901'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NB1901
 NB1901                          STATION RECOVERY (1974)
 NB1901
 NB1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1901'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NB1901'TO REFERENCE MARKS WERE NOT CHECKED.  STATION IS ON PROPERTY OF
 NB1901'E. BREWER OF W. LAKE ROAD, CANANDAIGUA.  VIEW FROM STATION IS
 NB1901'COMPLETELY BLOCKED BY TIMBER.
 NB1901'
 NB1901'STATION IS LOCATED ON A TIMBERED HILL.  THE STATION MARK IS A
 NB1901'STANDARD DISK STAMPED CHESHIRE 1943, SET IN THE TOP OF A SQUARE
 NB1901'CONCRETE MONUMENT PROJECTING 6 INCHES FROM GROUND.  IT IS ABOUT 175
 NB1901'YARDS EAST OF SMITH ROAD AND IN THE SOUTHEAST ANGLE OF A TRAIL FORK.
 NB1901'
 NB1901'RM NO. 1 IS A STANDARD DISK STAMPED CHESHIRE NO 1 1943, SET IN
 NB1901'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NB1901'GROUND.  IT IS 60 FEET WEST OF THE TRAIL.
 NB1901'
 NB1901'RM NO. 2 IS A STANDARD DISK STAMPED CHESHIRE NO 2 1943, SET IN
 NB1901'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NB1901'GROUND.  IT IS 10 FEET WEST OF THE TRAIL.
 NB1901'
 NB1901'AZIMUTH MARK IS A STANDARD DISK STAMPED CHESHIRE 1943, SET IN
 NB1901'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NB1901'GROUND.  IT IS 135 FEET SOUTH-SOUTHWEST OF POWER POLE T-35, 80
 NB1901'FEET SOUTH OF CENTER LINE OF GOODALE ROAD AND 1 FOOT SOUTHWEST OF
 NB1901'SOUTHEAST CORNER OF A BARN.
 NB1901'
 NB1901'TO REACH STATION FROM THE INTERSECTION OF NY RTE. 21 AND GOODALE
 NB1901'ROAD IN CHESHIRE, GO WEST ON GOODALE ROAD FOR 1.0 MILE TO AZIMUTH
 NB1901'MARK ON LEFT.  CONTINUE AHEAD FOR 0.4 MILE.  TAKE T-ROAD LEFT AND
 NB1901'GO SOUTH ON SMITH RD. FOR 0.3 MILE TO STATION ON LEFT.  A TRAIL
 NB1901'BEGINS ABOUT 100 FEET NORTH OF POWER POLE RG AND E 40 AND WINDS
 NB1901'ABOUT 0.2 MILE UP TO SUMMIT OF HILL AND STATION.
 NB1901'
 NB1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1901'1-1/4 MILES WEST OF CHESHIRE.
 NB1901
 NB1901                          STATION RECOVERY (1990)
 NB1901
 NB1901'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1901'RECOVERED IN GOOD CONDITION.
 NB1901
 NB1901                          STATION RECOVERY (1990)
 NB1901
 NB1901'RECOVERY NOTE BY US POWER SQUADRON 1990 (EFR)
 NB1901'RECOVERED IN GOOD CONDITION.
 NB1901
 NB1901                          STATION RECOVERY (2005)
 NB1901
 NB1901'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3920 ***********************************************************************
 LX3920  DESIGNATION -  CHESTER
 LX3920  PID         -  LX3920
 LX3920  STATE/COUNTY-  NY/WESTCHESTER
 LX3920  USGS QUAD   -  GLENVILLE (1971)
 LX3920
 LX3920                         *CURRENT SURVEY CONTROL
 LX3920  ___________________________________________________________________
 LX3920* NAD 83(1996)-  41 00 42.36901(N)    073 40 43.76587(W)     ADJUSTED  
 LX3920* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 LX3920  ___________________________________________________________________
 LX3920  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 LX3920  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LX3920
 LX3920  HORZ ORDER  -  FIRST
 LX3920
 LX3920.The horizontal coordinates were established by classical geodetic methods
 LX3920.and adjusted by the National Geodetic Survey in January 1999..
 LX3920
 LX3920.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3920
 LX3920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3920
 LX3920.The geoid height was determined by GEOID03.
 LX3920
 LX3920;                    North         East     Units Scale Factor Converg.
 LX3920;SPC NY E     -   242,179.266   219,070.942   MT  0.99995870   +0 32 20.0
 LX3920;SPC NY E     -   794,549.81    718,735.25   sFT  0.99995870   +0 32 20.0
 LX3920;SPC NY L     -    93,896.098   327,017.316   MT  0.99999887   +0 12 36.3
 LX3920;SPC NY L     -   308,057.45  1,072,889.31   sFT  0.99999887   +0 12 36.3
 LX3920;SPC CT       -   172,636.754   226,667.347   MT  1.00002435   -0 36 57.1
 LX3920;SPC CT       -   566,392.42    743,657.79   sFT  1.00002435   -0 36 57.1
 LX3920;UTM  18      - 4,540,904.150   611,094.557   MT  0.99975190   +0 52 01.4
 LX3920
 LX3920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3920!SPC NY E     -   0.99999357  x   0.99995870  =   0.99995227
 LX3920!SPC NY L     -   0.99999357  x   0.99999887  =   0.99999244
 LX3920!SPC CT       -   0.99999357  x   1.00002435  =   1.00001792
 LX3920!UTM  18      -   0.99999357  x   0.99975190  =   0.99974547
 LX3920
 LX3920|---------------------------------------------------------------------|
 LX3920| PID    Reference Object                     Distance      Geod. Az  |
 LX3920|                                                           dddmmss.s |
 LX3920| CB3824 CHESTER RM 1                          3.275 METERS 03523     |
 LX3920| LX3961 CHESTER ECC                           1.472 METERS 17025     |
 LX3920| CB3825 CHESTER RM 2 AZIMUTH                               17817     |
 LX3920| KU3076 TWIN TOWERS EAST                    APPROX. 4.8 KM 2005331.4 |
 LX3920| KU3075 TWIN TOWERS WEST                    APPROX. 4.8 KM 2011351.2 |
 LX3920| KU3994 CHRYSLER BUILDING                   APPROX.38.2 KM 2205735.0 |
 LX3920| KU3602 EMPIRE STATE BUILDING               APPROX.39.0 KM 2213519.2 |
 LX3920| CB3826 CHESTER RM 3                          3.404 METERS 32843     |
 LX3920|---------------------------------------------------------------------|
 LX3920
 LX3920                          SUPERSEDED SURVEY CONTROL
 LX3920
 LX3920  NAD 83(1996)-  41 00 42.36952(N)    073 40 43.76625(W) AD(       ) 1
 LX3920  NAD 83(1992)-  41 00 42.36855(N)    073 40 43.76654(W) AD(       ) 1
 LX3920  NAD 83(1986)-  41 00 42.37068(N)    073 40 43.76600(W) AD(       ) 1
 LX3920  NAD 27      -  41 00 42.01932(N)    073 40 45.30258(W) AD(       ) 1
 LX3920  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 LX3920
 LX3920.Superseded values are not recommended for survey control.
 LX3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3920.See file dsdata.txt to determine how the superseded data were derived.
 LX3920
 LX3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1109540904(NAD 83)
 LX3920
 LX3920  HISTORY     - Date     Condition        Report By
 LX3920  HISTORY     - 1932     MONUMENTED       CGS
 LX3920  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX3920  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3920  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX3920  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX3920  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3920  HISTORY     - 1980     GOOD             NGS
 LX3920  HISTORY     - 1990     GOOD             USPSQD
 LX3920
 LX3920                          STATION DESCRIPTION
 LX3920
 LX3920'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3920'IN THE CUPOLA OF THE NEW PUBLIC HIGH SCHOOL IN THE NORTHERN PART
 LX3920'OF PORT CHESTER.  THE STATION MARK IS SET IN THE CONCRETE
 LX3920'FLOORING OF THE CUPOLA 2 FEET FROM DOORSILL, 8.15 FEET FROM
 LX3920'CENTER POLE OF SPIRAL STAIRCASE.
 LX3920'
 LX3920'REFERENCE MARK NO.1 IS N OF THE STATION SET IN THE CONCRETE
 LX3920'FLOORING OF THE CUPOLA.  REFERENCE MARK NO.2 IS SSE OF THE
 LX3920'STATION SET IN SIDE WALK.  REFERENCE MARK NO.3 IS NW OF STATION
 LX3920'SET IN THE CONCRETE FLOORING OF THE CUPOLA.
 LX3920'
 LX3920'AN ECCENTRIC INSTRUMENT STAND WAS USED ON THE S SIDE OF THE
 LX3920'CUPOLA BALCONY JUST OUTSIDE THE DOOR.
 LX3920'
 LX3920'DIRECTIONS TO REFERENCE MARKS NOS.1 AND 3 ARE NOT TO BE USED
 LX3920'AS DATA CAN NOT BE CHECKED.  INCONSISTENT.
 LX3920
 LX3920                          STATION RECOVERY (1935)
 LX3920
 LX3920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RC)
 LX3920'RECOVERED SUBSTANTIALLY AS DESCRIBED BY C.D. MEANEY, 1932.  THE
 LX3920'DIRECTIONS GIVEN BY MEANEY IN THE DESCRIPTION OF STATION ARE
 LX3920
 LX3920                          STATION RECOVERY (1959)
 LX3920
 LX3920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3920'STATION DISK AND REFERENCE MARKS 1 AND 3 NOT VISITED.
 LX3920'
 LX3920'RECOVERED REFERENCE MARK 2 WHICH IS 1329.86 FEET SOUTH TRUE
 LX3920'FROM STATION.  IT IS ABOUT 18 FEET NORTH OF THREE CONCRETE
 LX3920'STEPS LEADING TO HOUSE AT 27 HILLCREST AVE.  MARK IS IN EXCELLENT
 LX3920'CONDITION.  THE 4 1/2X5 FOOT CONCRETE SIDEWALK SLAB IN WHICH IT
 LX3920'IS SET HAS A 1/4-INCH CRACK ALONG ITS WESTERN SIDE.  CRACK
 LX3920'TOUCHES SOUTHWEST TANGENT OF DISK BUT DOES NOT EXTEND TO DRILL
 LX3920'HOLE.  DISK IS SECURE.  HILLCREST AVE. RUNS SOUTH FROM THE
 LX3920'EASTERN ONE-THIRD OF THE SOUTHERN WING OF THE HIGH SCHOOL.
 LX3920'
 LX3920'ALSO RECOVERED ANOTHER MARK (NOT USC AND GS) WHICH WE CALLED
 LX3920'REFERENCE MARK 4.  IT IS ABOUT 2 FEET NORTHWEST OF THE CONCRETE
 LX3920'SIDEWALKS AT THE NORTHWEST CORNER OF NEUTON AVE. AND WESLEY
 LX3920'AVE.  THIS METAL MARK, 3 INCHES IN DIAMETER HAS THE SYMBOLS
 LX3920'USF4, WITH THE S UNDER THE U, AND THE 4 UNDER THE F.  IT IS
 LX3920'IMBEDDED FLUSH IN A PEBBLY CONCRETE MASS ABOUT 30 INCHES IN
 LX3920'DIAMETER.  CONCRETE IS ROUNDED OFF, BUT ITS PERIPHERY IS FLUSH
 LX3920'WITH GROUND.
 LX3920
 LX3920                          STATION RECOVERY (1964)
 LX3920
 LX3920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX3920'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS SET IN THE
 LX3920'CONCRETE FLOORING OF THE CUPOLA OF A SCHOOL BUILDING IN THE
 LX3920'NORTHERN PART OF PORTCHESTER.  THIS HIGH SCHOOL BUILDING IS
 LX3920'LOCATED AT THE INTERSECTION OF HAINES BLVD. AND NEUTON ST.
 LX3920'
 LX3920'FROM THE INTERSECTION OF U.S. 1 (MAIN ST.) AND WESTCHESTER
 LX3920'AVE., GO NW ON WESTCHESTER AVE. TO WESLEY ST., TURN RIGHT AND
 LX3920'PROCEED TWO BLOCKS TO THE SCHOOL.
 LX3920
 LX3920                          STATION RECOVERY (1966)
 LX3920
 LX3920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3920'THE STATION MARK AND THE THREE REFERENCE MARKS WERE RECOVERED
 LX3920'AS DESCRIBED BY THE WESTCHESTER COUNTY CONTROL SURVEY IN
 LX3920'1935.  REFERENCE MARK 2 IS NOT VISIBLE FROM THE GROUND DUE TO THE
 LX3920'GROWTH OF TREES ALONG THE WEST SIDE OF HILLCREST AVENUE.
 LX3920'
 LX3920'HEIGHT OF LIGHT ABOVE STATION MARK 5.41 FEET.
 LX3920'
 LX3920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3920'IN NORTHWEST PORT CHESTER.
 LX3920
 LX3920                          STATION RECOVERY (1975)
 LX3920
 LX3920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3920'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 LX3920'DESCRIBED.  STATION MARK IS INSIDE A ROOM AND NOT USABLE WITHOUT
 LX3920'AN ECCENTRIC SETUP.
 LX3920'
 LX3920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3920'IN VILLAGE OF PORT CHESTER.
 LX3920
 LX3920                          STATION RECOVERY (1980)
 LX3920
 LX3920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LX3920'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK, RM 1 AND RM 3
 LX3920'ARE IN GOOD CONDITION INSIDE THE CLOCK TOWER OF THE PORT CHESTER
 LX3920'HIGH SCHOOL.  RM 2 IS BELIEVED DESTROYED AS A NEW CONCRETE SLAB HAS
 LX3920'BEEN SET IN THE DESCRIBED LOCATION.  NEITHER STATION CHESTER AZ 1
 LX3920'WCCS OR CHESTER AZ 2 WCCS IS VISIBLE FROM THE STATION.
 LX3920
 LX3920                          STATION RECOVERY (1990)
 LX3920
 LX3920'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX3920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3771 ***********************************************************************
 KU3771  DESIGNATION -  CHESTER
 KU3771  PID         -  KU3771
 KU3771  STATE/COUNTY-  NY/BRONX
 KU3771  USGS QUAD   -  FLUSHING (1979)
 KU3771
 KU3771                         *CURRENT SURVEY CONTROL
 KU3771  ___________________________________________________________________
 KU3771* NAD 83(1996)-  40 50 56.81265(N)    073 48 54.60478(W)     ADJUSTED  
 KU3771* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3771  ___________________________________________________________________
 KU3771  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KU3771  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU3771
 KU3771  HORZ ORDER  -  THIRD
 KU3771
 KU3771.The horizontal coordinates were established by classical geodetic methods
 KU3771.and adjusted by the National Geodetic Survey in January 1999..
 KU3771
 KU3771.The orthometric height was scaled from a topographic map.
 KU3771
 KU3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3771
 KU3771.The geoid height was determined by GEOID03.
 KU3771
 KU3771;                    North         East     Units Scale Factor Converg.
 KU3771;SPC NY E     -   224,018.772   207,744.090   MT  0.99994103   +0 26 52.6
 KU3771;SPC NY E     -   734,968.25    681,573.74   sFT  0.99994103   +0 26 52.6
 KU3771;SPC NY L     -    75,799.876   315,586.193   MT  0.99999490   +0 07 15.2
 KU3771;SPC NY L     -   248,686.76  1,035,385.70   sFT  0.99999490   +0 07 15.2
 KU3771;UTM  18      - 4,522,683.057   599,874.121   MT  0.99972277   +0 46 30.1
 KU3771
 KU3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3771!SPC NY E     -   1.00000495  x   0.99994103  =   0.99994598
 KU3771!SPC NY L     -   1.00000495  x   0.99999490  =   0.99999985
 KU3771!UTM  18      -   1.00000495  x   0.99972277  =   0.99972772
 KU3771
 KU3771:                Primary Azimuth Mark                     Grid Az
 KU3771:SPC NY E     -  STEPPING STONES LH 1882                  128 29 17.2
 KU3771:SPC NY L     -  STEPPING STONES LH 1882                  128 48 54.6
 KU3771:UTM  18      -  STEPPING STONES LH 1882                  128 09 39.7
 KU3771
 KU3771|---------------------------------------------------------------------|
 KU3771| PID    Reference Object                     Distance      Geod. Az  |
 KU3771|                                                           dddmmss.s |
 KU3771| KU3804 STEPPING STONES LH 1882             APPROX. 4.4 KM 1285609.8 |
 KU3771| CB6680 CHESTER RM 1                          7.957 METERS 27132     |
 KU3771| CB6681 CHESTER RM 2                          7.705 METERS 34412     |
 KU3771|---------------------------------------------------------------------|
 KU3771
 KU3771                          SUPERSEDED SURVEY CONTROL
 KU3771
 KU3771  NAD 83(1996)-  40 50 56.81380(N)    073 48 54.60520(W) AD(       ) 3
 KU3771  NAD 83(1992)-  40 50 56.81280(N)    073 48 54.60607(W) AD(       ) 3
 KU3771  NAD 83(1986)-  40 50 56.81558(N)    073 48 54.60475(W) AD(       ) 3
 KU3771  NAD 27      -  40 50 56.45000(N)    073 48 56.12200(W) AD(       ) 3
 KU3771
 KU3771.Superseded values are not recommended for survey control.
 KU3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3771.See file dsdata.txt to determine how the superseded data were derived.
 KU3771
 KU3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9987422683(NAD 83)
 KU3771_MARKER: DS = TRIANGULATION STATION DISK
 KU3771_SETTING: 80 = SET IN A BOULDER
 KU3771_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU3771
 KU3771  HISTORY     - Date     Condition        Report By
 KU3771  HISTORY     - 1932     MONUMENTED       CGS
 KU3771  HISTORY     - 1933     GOOD             CGS
 KU3771  HISTORY     - 1933     GOOD             CGS
 KU3771  HISTORY     - 1967     GOOD             CGS
 KU3771
 KU3771                          STATION DESCRIPTION
 KU3771
 KU3771'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3771'THIS STATION IS ON THE W SIDE OF EAST CHESTER BAY, NEAR THE HEAD
 KU3771'OF THE BAY AT THE SE CORNER OF PELHAM BAY PARK.  IT IS ON A LARGE,
 KU3771'IRREGULAR ROCK APPROXIMATELY 20 BY 30 FEET AND IS APPROXIMATELY 5
 KU3771'FEET E OF THE CONTINUATION OF THE STONE FENCE ON THE S SIDE OF THE
 KU3771'PARK.
 KU3771'
 KU3771'STATION AND REFERENCE MARKS ARE BRONZE DISKS WEDGED IN A DRILL
 KU3771'HOLE IN A BOULDER.
 KU3771'
 KU3771'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3771'STAMPED CHESTER-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KU3771'THE TOP OF THE ROCK.  TWO STANDARD C. AND G.S. BRONZE REFERENCE
 KU3771'DISKS WERE SIMILARLY PLACED.  NO.1 IN THE TOP OF THE STONE FENCE
 KU3771'TO THE W.  NO.2 IN THE SAME ROCK TO THE NORTH.  NO ADDITIONAL
 KU3771'REFERENCE MEASUREMENTS WERE TAKEN.
 KU3771'
 KU3771'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS ON
 KU3771'THE ROCK.  NO OBSERVERS PLATFORM IS NECESSARY.
 KU3771'
 KU3771'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KU3771
 KU3771                          STATION RECOVERY (1933)
 KU3771
 KU3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3771'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING ADDITIONS--
 KU3771'
 KU3771'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3771'
 KU3771'TO S CORNER OF ANGLE-IRON CEMENTED IN ROCK 2.142 METERS
 KU3771'
 KU3771'TO CENTER OF 2-INCH PIPE CEMENTED IN ROCK 3.648 METERS
 KU3771
 KU3771                          STATION RECOVERY (1933)
 KU3771
 KU3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3771'RECOVERED, WITH THE FOLLOWING ADDITIONS--
 KU3771'
 KU3771'THE STATION WILL BE FOUND ABOUT 60 METERS N OF THE HIGH EMBANKMENT
 KU3771'FROM WHICH THE MAIN SEWER EMPTIES INTO EAST CHESTER BAY.
 KU3771'
 KU3771'THE SEWER SLOPES EASTWARDLY ALONG WATT STREET THROUGH THE
 KU3771'SETTLEMENT ADJOINING THE WESTERLY SECTION OF PELHAM BAY PARK TO
 KU3771'THE S.  THE PARK IS EASILY IDENTIFIED DUE TO THE MONUMENT SHOWN ON
 KU3771'U.S.C. AND G.S. CHART NO.223.
 KU3771'
 KU3771'THE ABOVE DESCRIPTION MAY BE USEFUL WHEN IT IS DESIRED TO REACH
 KU3771'THE STATION BY LAND.
 KU3771
 KU3771                          STATION RECOVERY (1967)
 KU3771
 KU3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KU3771'ALL MARKS RECOVERED IN FAIR CONDITION.  ALL MARKS HAVE BEEN
 KU3771'DEFACED TO WHERE THE STAMPING IS NO LONGER LEGIBLE.  THE
 KU3771'DESCRIPTION FOR REACHING THE SITE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3947 ***********************************************************************
 LX3947  DESIGNATION -  CHESTER AZ 1
 LX3947  PID         -  LX3947
 LX3947  STATE/COUNTY-  NY/WESTCHESTER
 LX3947  USGS QUAD   -  GLENVILLE (1971)
 LX3947
 LX3947                         *CURRENT SURVEY CONTROL
 LX3947  ___________________________________________________________________
 LX3947* NAD 83(1996)-  41 00 40.23897(N)    073 40 29.52456(W)     ADJUSTED  
 LX3947* NAVD 88     -        42.     (meters)     138.     (feet)  VERTCON   
 LX3947  ___________________________________________________________________
 LX3947  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 LX3947  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX3947
 LX3947  HORZ ORDER  -  SECOND
 LX3947
 LX3947.The horizontal coordinates were established by classical geodetic methods
 LX3947.and adjusted by the National Geodetic Survey in January 1999..
 LX3947
 LX3947.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3947
 LX3947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3947
 LX3947.The geoid height was determined by GEOID03.
 LX3947
 LX3947;                    North         East     Units Scale Factor Converg.
 LX3947;SPC NY E     -   242,116.700   219,404.307   MT  0.99995927   +0 32 29.3
 LX3947;SPC NY E     -   794,344.54    719,828.96   sFT  0.99995927   +0 32 29.3
 LX3947;UTM  18      - 4,540,843.507   611,428.206   MT  0.99975282   +0 52 10.7
 LX3947
 LX3947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3947!SPC NY E     -   0.99999828  x   0.99995927  =   0.99995755
 LX3947!UTM  18      -   0.99999828  x   0.99975282  =   0.99975110
 LX3947
 LX3947                          SUPERSEDED SURVEY CONTROL
 LX3947
 LX3947  NAD 83(1996)-  41 00 40.23948(N)    073 40 29.52495(W) AD(       ) 2
 LX3947  NAD 83(1992)-  41 00 40.23852(N)    073 40 29.52523(W) AD(       ) 2
 LX3947  NAD 83(1986)-  41 00 40.24105(N)    073 40 29.52484(W) AD(       ) 2
 LX3947  NAD 27      -  41 00 39.89016(N)    073 40 31.06181(W) AD(       ) 2
 LX3947  NGVD 29 (07/19/86)   42.     (m)          138.     (f) VERT ANG       
 LX3947
 LX3947.Superseded values are not recommended for survey control.
 LX3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3947.See file dsdata.txt to determine how the superseded data were derived.
 LX3947
 LX3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1142840844(NAD 83)
 LX3947_MARKER: Z = SEE DESCRIPTION
 LX3947_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX3947+WITH SETTING: PAVEMENT
 LX3947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3947
 LX3947  HISTORY     - Date     Condition        Report By
 LX3947  HISTORY     - 1965     MONUMENTED       NY-119
 LX3947  HISTORY     - 1980     GOOD             NGS
 LX3947
 LX3947                          STATION DESCRIPTION
 LX3947
 LX3947'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX3947'POSITION DETERMINED BY TRAVERSE FROM STATION CHESTER 1932.
 LX3947
 LX3947                          STATION RECOVERY (1980)
 LX3947
 LX3947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LX3947'THE STATION WAS RECOVERED AS SHOWN IN A SKETCH.  THE MARK IS LOCATED
 LX3947'JUST EAST OF THE PORT CHESTER HIGH SCHOOL AT THE EASTERN LIMIT OF THE
 LX3947'ATHLETIC FIELDS AND TENNIS COURTS.  THE MARK IS A STANDARD
 LX3947'WESTCHESTER COUNTY DPW TABLET SET IN THE TOP OF A 5 INCH SQUARE
 LX3947'MONUMENT FLUSH WITH THE GROUND.  A METAL REBAR WAS DRIVEN ALONGSIDE
 LX3947'THE MONUMENT.  IT IS ABOUT 200 FEET NORTH OF THE INTERSECTION OF
 LX3947'NEUTON AVENUE AND BARTON PLACE.  THE MARK IS ON THE WEST SIDE OF
 LX3947'WESLEY AVENUE AT A CURVE BETWEEN THE SIDEWALK AND A CHAIN LINK FENCE,
 LX3947'17.50 FEET NORTH OF A T CUT IN THE SIDE WALK, 9.0 FEET NORTHWEST
 LX3947'OF THE CURB, 5.0 FEET SOUTHEAST OF THE CHAIN LINK FENCE AROUND THE
 LX3947'ATHLETIC FIELD AND 1.6 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3952 ***********************************************************************
 LX3952  DESIGNATION -  CHESTER AZ 2
 LX3952  PID         -  LX3952
 LX3952  STATE/COUNTY-  NY/WESTCHESTER
 LX3952  USGS QUAD   -  GLENVILLE (1971)
 LX3952
 LX3952                         *CURRENT SURVEY CONTROL
 LX3952  ___________________________________________________________________
 LX3952* NAD 83(1996)-  41 00 17.16096(N)    073 41 38.75987(W)     ADJUSTED  
 LX3952* NAVD 88     -        32.     (meters)     105.     (feet)  VERTCON   
 LX3952  ___________________________________________________________________
 LX3952  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 LX3952  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 LX3952
 LX3952  HORZ ORDER  -  SECOND
 LX3952
 LX3952.The horizontal coordinates were established by classical geodetic methods
 LX3952.and adjusted by the National Geodetic Survey in January 1999..
 LX3952
 LX3952.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3952
 LX3952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3952
 LX3952.The geoid height was determined by GEOID03.
 LX3952
 LX3952;                    North         East     Units Scale Factor Converg.
 LX3952;SPC NY E     -   241,389.733   217,793.199   MT  0.99995655   +0 31 43.6
 LX3952;SPC NY E     -   791,959.48    714,543.19   sFT  0.99995655   +0 31 43.6
 LX3952;UTM  18      - 4,540,107.477   609,821.621   MT  0.99974844   +0 51 24.9
 LX3952
 LX3952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3952!SPC NY E     -   0.99999985  x   0.99995655  =   0.99995640
 LX3952!UTM  18      -   0.99999985  x   0.99974844  =   0.99974829
 LX3952
 LX3952                          SUPERSEDED SURVEY CONTROL
 LX3952
 LX3952  NAD 83(1996)-  41 00 17.16148(N)    073 41 38.76026(W) AD(       ) 2
 LX3952  NAD 83(1992)-  41 00 17.16044(N)    073 41 38.76050(W) AD(       ) 2
 LX3952  NAD 83(1986)-  41 00 17.16302(N)    073 41 38.76008(W) AD(       ) 2
 LX3952  NAD 27      -  41 00 16.81115(N)    073 41 40.29471(W) AD(       ) 2
 LX3952  NGVD 29 (07/19/86)   32.     (m)          105.     (f) VERT ANG       
 LX3952
 LX3952.Superseded values are not recommended for survey control.
 LX3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3952.See file dsdata.txt to determine how the superseded data were derived.
 LX3952
 LX3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0982240107(NAD 83)
 LX3952_MARKER: Z = SEE DESCRIPTION
 LX3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3952
 LX3952  HISTORY     - Date     Condition        Report By
 LX3952  HISTORY     - 1965     MONUMENTED       NY-119
 LX3952  HISTORY     - 1980     GOOD             NGS
 LX3952
 LX3952                          STATION DESCRIPTION
 LX3952
 LX3952'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX3952'POSITION DETERMINED BY TRAVERSE FROM STATION CHESTER 1932.
 LX3952
 LX3952                          STATION RECOVERY (1980)
 LX3952
 LX3952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LX3952'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK IS
 LX3952'LOCATED ON THE EAST END OF THE BRIDGE (BOWMAN AVE) OVER INTERSTATE
 LX3952'287, IN PORTCHESTER.  THE MARK IS A STANDARD WESTCHESTER COUNTY
 LX3952'DPW DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT ON THE
 LX3952'NORTH SIDE.  IT IS 36.8 FEET NORTH NORTHWEST OF A T CUT IN A STONE
 LX3952'CURB ON THE SOUTH SIDE OF BOWMAN AVE, 39.2 FEET WEST OF A T CUT IN A
 LX3952'CONCRETE ANCHOR FOR A GUARDRAIL, 0.7 FOOT EAST OF AN EXPANSION JOINT
 LX3952'AND 0.5 FEET NORTH OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1751 ***********************************************************************
 OD1751  DESIGNATION -  CHESTERTOWN
 OD1751  PID         -  OD1751
 OD1751  STATE/COUNTY-  NY/WARREN
 OD1751  USGS QUAD   -  CHESTERTOWN (1968)
 OD1751
 OD1751                         *CURRENT SURVEY CONTROL
 OD1751  ___________________________________________________________________
 OD1751* NAD 83(1996)-  43 38 46.92924(N)    073 47 18.29993(W)     ADJUSTED  
 OD1751* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 OD1751  ___________________________________________________________________
 OD1751  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 OD1751  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 OD1751
 OD1751  HORZ ORDER  -  FIRST
 OD1751
 OD1751.The horizontal coordinates were established by classical geodetic methods
 OD1751.and adjusted by the National Geodetic Survey in January 1999..
 OD1751
 OD1751.The orthometric height was scaled from a topographic map.
 OD1751
 OD1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1751
 OD1751.The geoid height was determined by GEOID03.
 OD1751
 OD1751;                    North         East     Units Scale Factor Converg.
 OD1751;SPC NY E     -   534,721.807   207,405.617   MT  0.99994052   +0 29 28.1
 OD1751;SPC NY E     - 1,754,333.13    680,463.26   sFT  0.99994052   +0 29 28.1
 OD1751;UTM  18      - 4,833,310.194   597,713.062   MT  0.99971744   +0 50 10.7
 OD1751
 OD1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1751!SPC NY E     -   0.99993258  x   0.99994052  =   0.99987311
 OD1751!UTM  18      -   0.99993258  x   0.99971744  =   0.99965004
 OD1751
 OD1751:                Primary Azimuth Mark                     Grid Az
 OD1751:SPC NY E     -  CHESTERTOWN AZ MK                        036 28 43.6
 OD1751:UTM  18      -  CHESTERTOWN AZ MK                        036 08 01.0
 OD1751
 OD1751|---------------------------------------------------------------------|
 OD1751| PID    Reference Object                     Distance      Geod. Az  |
 OD1751|                                                           dddmmss.s |
 OD1751| DA3229 CHESTERTOWN AZ MK                                  0365811.7 |
 OD1751| DA3230 CHESTERTOWN RM 1                     23.883 METERS 04917     |
 OD1751| DA3231 CHESTERTOWN RM 2                     20.297 METERS 16015     |
 OD1751|---------------------------------------------------------------------|
 OD1751
 OD1751                          SUPERSEDED SURVEY CONTROL
 OD1751
 OD1751  NAD 83(1996)-  43 38 46.93308(N)    073 47 18.29921(W) AD(       ) 1
 OD1751  NAD 83(1992)-  43 38 46.93304(N)    073 47 18.29936(W) AD(       ) 1
 OD1751  NAD 83(1986)-  43 38 46.93379(N)    073 47 18.30097(W) AD(       ) 1
 OD1751  NAD 27      -  43 38 46.69100(N)    073 47 19.85500(W) AD(       ) 1
 OD1751
 OD1751.Superseded values are not recommended for survey control.
 OD1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1751.See file dsdata.txt to determine how the superseded data were derived.
 OD1751
 OD1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP9771333310(NAD 83)
 OD1751
 OD1751  HISTORY     - Date     Condition        Report By
 OD1751  HISTORY     - 1942     MONUMENTED       CGS
 OD1751
 OD1751                          STATION DESCRIPTION
 OD1751
 OD1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1751'THE STATION IS LOCATED ON THE SUMMIT OF A WOODED MOUNTAIN ONE
 OD1751'MILE SE OF CHESTERTOWN ON LAND OWNED BY ANTHONY MORCERINE.  IT IS
 OD1751'A BRONZE DISK SET FLUSH IN A DRILL HOLE IN BEDROCK FLUSH WITH
 OD1751'THE SURFACE OF THE GROUND 12 FEET N OF THE CENTER OF A LOGGING
 OD1751'ROAD AND IS STAMPED CHESTERTOWN 1942.
 OD1751'
 OD1751'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS A BRONZE DISK
 OD1751'SET FLUSH IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF
 OD1751'THE GROUND AND IS STAMPED CHESTERTOWN NO. 1 1942.
 OD1751'
 OD1751'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  IT IS A BRONZE DISK
 OD1751'SET FLUSH IN A DRILL HOLE IN THE TOP OF A BOULDER PROTRUDING
 OD1751'ABOUT 18 INCHES AND IS STAMPED CHESTERTOWN NO. 2 1942.
 OD1751'
 OD1751'THE AZIMUTH MARK IS ABOUT 0.9 MILE NE OF THE STATION IN A GARDEN
 OD1751'0.05 MILE N OF THE MORCERINE RESIDENCE.  IT IS A BRONZE DISK SET
 OD1751'FLUSH IN A DRILL HOLE IN THE TOP OF A LONE BOULDER 5 FEET ACROSS
 OD1751'AT THE BASE, PROTRUDING 4 FEET, 52 FEET W OF THE CENTER OF THE
 OD1751'GRAVEL ROAD, 32 FEET W OF A WIRE FENCE LINE AND 8 FEET S OF A
 OD1751'RAIL FENCE LINE.  IT IS STAMPED CHESTERTOWN 1942.
 OD1751'
 OD1751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 OD1751'9 AT A LARGE MOBIL GAS STATION IN CHESTERTOWN, GO E ON A
 OD1751'MACADAM AND GRAVEL ROAD FOR 0.85 MILE, TURN RIGHT AND GO 0.65
 OD1751'MILE TO THE MORCERINE RESIDENCE ON THE RIGHT (THE AZIMUTH MARK IS
 OD1751'0.05 MILE N ON THE W SIDE OF THE ROAD), TURN RIGHT, PASSING TO
 OD1751'THE RIGHT OF THE BARNS AND FOLLOW A LOGGING ROAD 0.85 MILE TO
 OD1751'THE HIGHEST POINT OF THE HILL, AN AREA WHERE TIMBER IS BEING
 OD1751'CUT AND THE STATION ON THE N SIDE OF THE ROAD.  IN DRY WEATHER
 OD1751'A TRUCK WITH CHAINS AND A COMPOUND LOW GEAR CAN BE DRIVEN
 OD1751'TO THE STATION.
 OD1751'
 OD1751'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT CAT (U.S.G.S.).
 OD1751'
 OD1751'A 64-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT WEVERTOWN.
 OD1751'
 OD1751'A 64-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT CRANE.
 OD1751'
 OD1751'A 64-FOOT TOWER WILL SEE A 45-FOOT LIGHT AT GORE.
 OD1751'
 OD1751'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT HENDERSON AND MOREY
 OD1751'(U.S.G.S.).
 OD1751'
 OD1751'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1265 ***********************************************************************
 NC1265  DESIGNATION -  CHESTNUT
 NC1265  PID         -  NC1265
 NC1265  STATE/COUNTY-  NY/ERIE
 NC1265  USGS QUAD   -  COLDEN (1979)
 NC1265
 NC1265                         *CURRENT SURVEY CONTROL
 NC1265  ___________________________________________________________________
 NC1265* NAD 83(1996)-  42 41 16.01550(N)    078 44 50.77840(W)     ADJUSTED  
 NC1265* NAVD 88     -       413.8    (meters)    1358.     (feet)  VERTCON   
 NC1265  ___________________________________________________________________
 NC1265  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 NC1265  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NC1265
 NC1265  HORZ ORDER  -  FIRST
 NC1265
 NC1265.The horizontal coordinates were established by classical geodetic methods
 NC1265.and adjusted by the National Geodetic Survey in January 1999..
 NC1265
 NC1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1265
 NC1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1265
 NC1265.The geoid height was determined by GEOID03.
 NC1265
 NC1265;                    North         East     Units Scale Factor Converg.
 NC1265;SPC NY W     -   298,501.061   336,551.997   MT  0.99993972   -0 06 40.6
 NC1265;SPC NY W     -   979,332.23  1,104,171.01   sFT  0.99993972   -0 06 40.6
 NC1265;UTM  17      - 4,728,604.548   684,533.372   MT  1.00001896   +1 31 39.6
 NC1265
 NC1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1265!SPC NY W     -   0.99994051  x   0.99993972  =   0.99988023
 NC1265!UTM  17      -   0.99994051  x   1.00001896  =   0.99995946
 NC1265
 NC1265:                Primary Azimuth Mark                     Grid Az
 NC1265:SPC NY W     -  ORCHARD PARK MUN TANK                    001 20 47.0
 NC1265:UTM  17      -  ORCHARD PARK MUN TANK                    359 42 26.8
 NC1265
 NC1265|---------------------------------------------------------------------|
 NC1265| PID    Reference Object                     Distance      Geod. Az  |
 NC1265|                                                           dddmmss.s |
 NC1265| NC1148 ORCHARD PARK MUN TANK               APPROX. 8.7 KM 0011406.4 |
 NC1265| DE4734 CHESTNUT RM 1                       128.595 METERS 01107     |
 NC1265| DE4733 CHESTNUT AZ MK                                     0461635.7 |
 NC1265| DE4735 CHESTNUT RM 2                       174.651 METERS 10601     |
 NC1265| DE4739 CHESTNUT RM 7                        45.589 METERS 11536     |
 NC1265| NC1275 CHESTNUT RM 6                        33.456 METERS 14723     |
 NC1265| DE4737 CHESTNUT RM 4                        25.018 METERS 17829     |
 NC1265| NC1312 BOSTON RAD STA WDCX MAST            APPROX. 5.9 KM 1971344.8 |
 NC1265| DE4738 CHESTNUT RM 5                        24.264 METERS 27318     |
 NC1265| NC1296 HAMBURG STANDPIPE                   APPROX. 7.5 KM 2935003.7 |
 NC1265| NC1449 BESSEMER CEMENT PLANT STACK         APPROX.13.9 KM 3215901.4 |
 NC1265| DE4736 CHESTNUT RM 3                        38.938 METERS 34129     |
 NC1265|---------------------------------------------------------------------|
 NC1265
 NC1265                          SUPERSEDED SURVEY CONTROL
 NC1265
 NC1265  NAD 83(1986)-  42 41 16.02208(N)    078 44 50.77517(W) AD(       ) 1
 NC1265  NAD 27      -  42 41 15.80559(N)    078 44 51.66874(W) AD(       ) 1
 NC1265  NGVD 29 (07/19/86)  413.9    (m)         1358.     (f) VERT ANG       
 NC1265
 NC1265.Superseded values are not recommended for survey control.
 NC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1265.See file dsdata.txt to determine how the superseded data were derived.
 NC1265
 NC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8453328605(NAD 83)
 NC1265_MARKER: DS = TRIANGULATION STATION DISK
 NC1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1265
 NC1265  HISTORY     - Date     Condition        Report By
 NC1265  HISTORY     - 1929     MONUMENTED       CGS
 NC1265  HISTORY     - 1939     GOOD             CGS
 NC1265  HISTORY     - 1958     GOOD             CGS
 NC1265  HISTORY     - 1958     GOOD             CGS
 NC1265  HISTORY     - 1973     GOOD             NGS
 NC1265
 NC1265                          STATION DESCRIPTION
 NC1265
 NC1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC1265'STATION IS ABOUT 2 MILES EAST OF THE VILLAGE OF NORTH BOSTON AND
 NC1265'1 MILE SOUTH OF THE CHESTNUT RIDGE SCHOOLHOUSE ON PROPERTY OWNED
 NC1265'BY MR. NORMAN SCHUNK, WHO LIVES NEAR NORTH BOSTON, 10.5 METERS
 NC1265'EAST OF THE CENTER LINE OF THE CHESTNUT RIDGE ROAD AND ABOUT
 NC1265'200 FEET NORTH BY WEST OF LARGE TREE WHICH STANDS ALONE ON THE
 NC1265'EAST SIDE OF THE ROAD.
 NC1265'
 NC1265'TO REACH THE STATION FROM NORTH BOSTON TAKE THE BEARING TO THE
 NC1265'NORTHEAST, CROSS A PAVED ROAD 1/2 MILE FROM TOWN AND CONTINUE
 NC1265'ON UP HILL IN A NORTHEASTERLY DIRECTION FOR ABOUT 1 MILE TO
 NC1265'A POINT WHERE THE ROAD TURNS EAST, TURN EAST AND GO 0.9 MILES TO
 NC1265'FIRST ROAD INTERSECTION, TURN SOUTH ON THE CHESTNUT RIDGE
 NC1265'ROAD AND CONTINUE SOUTH ABOUT 1 MILE TO A POINT WHERE THE ROAD
 NC1265'BEARS SLIGHTLY TO THE WEST.  STATION IS ON THE EAST SIDE OF THE
 NC1265'ROAD.
 NC1265'
 NC1265'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NC1265'DISKS SET IN CONCRETE.
 NC1265'
 NC1265'REFERENCE MARK NO.1 IS IN A ROW OF SMALL TREES TO THE NORTH
 NC1265'OF THE STATION.  REFERENCE MARK NO.2 IS AT A FENCE CORNER TO THE
 NC1265'EAST OF THE STATION.
 NC1265'
 NC1265'SURFACE MARK IS 9 INCHES BELOW SURFACE OF THE GROUND.
 NC1265'
 NC1265'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
 NC1265
 NC1265                          STATION RECOVERY (1939)
 NC1265
 NC1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC1265'STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE VILLAGE OF
 NC1265'NORTH BOSTON.  6 MILES NORTHWEST OF COLDEN AND 1.0 MILE SOUTH OF
 NC1265'THE CHESTNUT RIDGE SCHOOL.  IT IS NOW ON THE PROPERTY OF
 NC1265'MR. STEVE HOAG (IN 1929 OWNED BY NORMAN SCHUNK).  IT IS 36.0
 NC1265'FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD.  55 FEET SOUTH
 NC1265'OF CENTER LINE OF A FARM ROAD AND 140 FEET NORTH OF A LONE
 NC1265'14-INCH TREE.  THE MARK IS 1 FOOT BELOW THE SURFACE.
 NC1265'A 4 X 4-INCH WOODEN POST, PAINTED
 NC1265'WHITE AND STAMPED U.S. TRIANGULATION WAS SET AT STATION.
 NC1265'
 NC1265'REFERENCE MARK NO.1 IS ON THE SOUTH EDGE OF A ROW OF TREES
 NC1265'RUNNING EAST AND WEST AND IS 68 FEET EAST OF THE CENTER LINE OF
 NC1265'THE ROAD.
 NC1265'
 NC1265'REFERENCE MARK NO.2 IS IN AN OLD EAST AND WEST FENCE LINE,
 NC1265'4 FEET NORTHWEST OF A 3-INCH WILD CHERRY TREE.
 NC1265'
 NC1265'REFERENCE MARK NO.3 WAS ESTABLISHED AND
 NC1265'IT IS 22.0 FEET WEST OF THE CENTER LINE OF ROAD.
 NC1265'
 NC1265'AZIMUTH MARK WAS ESTABLISHED AND IT
 NC1265'IS 27.5 FEET SOUTH OF THE CENTER LINE OF SHERIFF ROAD AND
 NC1265'2-1/2 FEET SOUTH OF A 1-1/2-INCH PIPE IN CEMENT CYLINDER AND
 NC1265'153 FEET WEST OF A 20-INCH TREE.
 NC1265'
 NC1265'STATION IS REACHED AS FOLLOWS.  FROM THE INTERSECTION OF
 NC1265'HIGHWAY NO. 240 AND BENING ROAD GO SOUTH ON BENING ROAD FOR
 NC1265'1.7 MILE TO BEHM ROAD.  TURN RIGHT (WEST) AND GO 1/2 MILE TO THE
 NC1265'COLE ROAD, TURN SOUTH AND GO 0.8 MILE TO THE SHERIFF ROAD, TURN
 NC1265'WEST AND GO 1.4 MILES TO CROSS ROAD.  TURN SOUTH AND GO 0.6 MILE
 NC1265'TO STATION ON EAST SIDE OF ROAD.
 NC1265
 NC1265                          STATION RECOVERY (1958)
 NC1265
 NC1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFR)
 NC1265'THE STATION AND REFERENCE MARK NO. 1 1929 WERE RECOVERED AND FOUND
 NC1265'TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 1939 WAS SEARCHED
 NC1265'FOR BUT NOT RECOVERED.  IT IS BELIEVED THAT THIS MARK WAS
 NC1265'DESTROYED WHEN A NEW HOUSE WAS BUILT NEAR ITS LOCATION.  THE
 NC1265'AZIMUTH MARK 1939 AND REFERENCE MARK NO. 2 1929 WERE NOT
 NC1265'RECOVERED, HOWEVER NOT MUCH TIME WAS ALLOTED IN THEIR SEARCH.
 NC1265'
 NC1265'THE STATION IS AT PRESENT UNDER THE CENTER OF A TELEPHONE LINE
 NC1265'AND IT WOULD BE DIFFICULT TO ERECT A TOWER OVER THIS STATION.  THE
 NC1265'STATION AND REFERENCE MARK NO. 1 1929 ARE BOTH ON PROPERTY
 NC1265'BELONGING TO MR. CARL DOLLMANN.
 NC1265'
 NC1265'THE GENERAL DESCRIPTION BY P.L.B., 1939 IS ADEQUATE FOR THIS
 NC1265'STATION.
 NC1265
 NC1265                          STATION RECOVERY (1958)
 NC1265
 NC1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1265'THE STATION MARK, REFERENCE MARK NO.1, REFERENCE MARK NO.2, AND THE
 NC1265'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NC1265'
 NC1265'REFERENCE MARK NO.3 WAS DESTROYED BY ROAD CONSTRUCTION.
 NC1265'
 NC1265'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 WERE RECOVERED AS
 NC1265'DESCRIBED.
 NC1265'
 NC1265'REFERENCE MARK NO.4 AND REFERENCE MARK NO.5 WERE ESTABLISHED BY
 NC1265'THIS PARTY.
 NC1265'
 NC1265'A COMPLETE DESCRIPTION FOLLOWS--
 NC1265'
 NC1265'THE STATION IS APPROXIMATELY 8.5 MILES SOUTHWEST OF EAST AURORA,
 NC1265'5.5 MILES EAST-SOUTHEAST OF HAMBURG, AND 2.0 MILES EAST OF
 NC1265'NORTH BOSTON.
 NC1265'
 NC1265'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY
 NC1265'277 IN NORTH BOSTON, GO EAST ON HIGHWAY 277 FOR 1.8 MILES TO A
 NC1265'SIDE ROAD RIGHT.  TURN RIGHT ON CHESTNUT RIDGE RD. FOR 0.2
 NC1265'MILE TO CROSSROAD (TURN LEFT ON WARD T.H. AND GO EAST FOR
 NC1265'0.55 MILE TO AZIMUTH MARK ON RIGHT).  KEEP STRAIGHT AHEAD AND GO
 NC1265'0.6 MILE TO TOP OF HILL AND STATION ON LEFT.
 NC1265'
 NC1265'STATION MARK, A STANDARD DISK STAMPED CHESTNUT 1929, IS SET IN A
 NC1265'SQUARE CONCRETE POST 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS
 NC1265'34 FEET EAST OF CENTER OF CHESTNUT RIDGE RD. AND 57 FEET SOUTH OF
 NC1265'CENTER OF GRAVEL ROAD.
 NC1265'
 NC1265'REFERENCE MARK NO.4, A STANDARD DISK STAMPED CHESTNUT NO 4 1929, IS
 NC1265'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 NC1265'GROUND.  IT IS 36 FEET EAST OF THE CENTER OF CHESTNUT RIDGE
 NC1265'ROAD.
 NC1265'
 NC1265'REFERENCE MARK NO.5, A STANDARD DISK STAMPED CHESTNUT NO 5 1929, IS
 NC1265'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 NC1265'GROUND.  IT IS 45 FEET WEST OF THE CENTER OF CHESTNUT RIDGE
 NC1265'ROAD AND 10 FEET EAST OF AN 18-INCH TREE.
 NC1265'
 NC1265'AZIMUTH MARK, A STANDARD DISK STAMPED CHESTNUT 1939, IS SET IN A
 NC1265'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 28 FEET SOUTH
 NC1265'OF THE CENTER OF WARD T.H. AND 10 FEET NORTH OF A SIX-INCH CHERRY
 NC1265'TREE.
 NC1265
 NC1265                          STATION RECOVERY (1973)
 NC1265
 NC1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1265'STATION, REFERENCE MARKS 1, 2, 4 AND 5 AND THE AZIMUTH MARK WERE
 NC1265'RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 AND THE
 NC1265'AZIMUTH MARK ARE NO LONGER VISIBLE FROM THE GROUND.  THE DISTANCE
 NC1265'TO REFERENCE MARK 4 WAS FOUND SHORTER BY 0.011 METERS.  THE
 NC1265'DISTANCE TO REFERENCE MARK 5 CHECKED.  THE ANGLE BETWEEN REFERENCE
 NC1265'MARKS 4 AND 5 WAS MISSED BY 01 MINUTE AND 49 SECONDS.  A
 NC1265'REFERENCE MARK 6 AND 7 WERE ESTABLISHED AT THIS TIME.  DUE TO
 NC1265'POWER LINES OVER THE STATION REFERENCE MARK 6 WAS BUILT
 NC1265'OVER AND OCCUPIED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NC1265'
 NC1265'STATION IS ABOUT 5 MILES SOUTH OF THE VILLAGE OF ORCHARD PARK,
 NC1265'4-3/4 MILES SOUTHEAST OF THE VILLAGE OF HAMBURG, 3-1/2 MILES
 NC1265'WEST-SOUTH WEST OF WEST FALLS, 1-1/2 MILES EAST OF NORTH
 NC1265'BOSTON, ALONG THE EAST SIDE OF CHESTNUT RIDGE ROAD AND ON
 NC1265'PROPERTY OWNED BY MR. CARL DOLLMANN WHO LIVES IN THE HOUSE AT THE
 NC1265'STATION SITE.
 NC1265'
 NC1265'TO REACH THE STATION FROM THE POST OFFICE IN ORCHARD PARK,
 NC1265'GO SOUTH ON STATE HIGHWAY 240 AND 277 FOR 4.7 MILES TO THE
 NC1265'JUNCTION OF CHESTNUT RIDGE ROAD.  TURN LEFT AND GO SOUTHEAST
 NC1265'AND SOUTH ON CHESTNUT RIDGE ROAD FOR 0.3 MILE TO THE
 NC1265'JUNCTION OF WARD ROAD (TO REACH THE AZIMUTH MARK FROM HERE,
 NC1265'TURN LEFT AND GO EAST ON WARD ROAD FOR 0.55 MILE TO THE MARK
 NC1265'ON THE RIGHT JUST BEFORE REACHING HOUSE NUMBER E 6831 ON THE
 NC1265'RIGHT).  CONTINUE SOUTH ON CHESTNUT RIDGE ROAD FOR 0.6 MILE TO
 NC1265'THE SUMMIT OF A HILL, HOUSE ON THE LEFT AND STATION ON THE
 NC1265'LEFT AS DESCRIBED.
 NC1265'
 NC1265'STATION MARK, STAMPED CHESTNUT 1929, IS A STANDARD DISK SET IN A
 NC1265'SQUARE CONCRETE POST WHICH IS ABOUT 10 INCHES BELOW THE
 NC1265'GROUND.  IT IS 90 FEET WEST OF THE SOUTHWEST CORNER OF MR. CARL
 NC1265'DOLLMANNS HOUSE, 83.5 FEET NORTH OF POWER POLE NUMBER 421A,
 NC1265'61 FEET SOUTH OF CENTER OF A DRIVEWAY LEADING TO THE HOUSE, 35
 NC1265'FEET EAST OF CENTER OF CHESTNUT RIDGE ROAD AND 2.5 FEET WEST OF
 NC1265'THE LINE OF 4 SPRUCE (BETWEEN THE THIRD AND FOURTH TREE)
 NC1265'TREES IN THE FRONT YARD OF THE HOUSE.
 NC1265'
 NC1265'REFERENCE MARK 1, STAMPED CHESTNUT NO 1, IS A STANDARD DISK
 NC1265'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT
 NC1265'IS 79 FEET SOUTH OF CENTER OF A DRIVEWAY LEADING TO HOUSE
 NC1265'NUMBER 7207, 69 FEET EAST OF CENTER OF CHESTNUT RIDGE ROAD,
 NC1265'28 FEET SOUTHEAST OF A POWER POLE NUMBERED 589 420, 5 FEET
 NC1265'SOUTHEAST OF A TRIPLE TRUNK MAPLE TREE AND 1 FOOT SOUTH OF A
 NC1265'METAL POST.
 NC1265'
 NC1265'REFERENCE MARK 2, STAMPED CHESTNUT NO 2 1929, IS A STANDARD DISK
 NC1265'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT
 NC1265'IS 134 FEET NORTH OF THE NORTH EDGE OF A SMALL LAKE, 15 FEET
 NC1265'NORTH OF CENTER OF A TRACK ROAD, 4 FEET WEST OF A 14-INCH
 NC1265'CHERRY TREE AND 3 FEET NORTHEAST OF A 14-INCH CHERRY TREE.
 NC1265'
 NC1265'REFERENCE MARK 4, STAMPED CHESTNUT NO 4 1929, IS A STANDARD DISK
 NC1265'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 115
 NC1265'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 49 FEET
 NC1265'EAST OF CENTER OF CHESTNUT RIDGE ROAD AND 17 FEET EAST OF POWER
 NC1265'POLE NUMBER 421A.
 NC1265'
 NC1265'REFERENCE MARK 5, STAMPED CHESTNUT NO 5 1929, IS A STANDARD DISK
 NC1265'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 NC1265'51 FEET SOUTH OF A 6-INCH TREE, 45 FEET WEST OF CENTER OF CHESTNUT
 NC1265'RIDGE ROAD AND 22 FEET EAST OF A 4 TRUNKED TREE.
 NC1265'
 NC1265'REFERENCE MARK 6, STAMPED CHESTNUT 1929 NO 6 1973, IS A STANDARD
 NC1265'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND (THERE IS AN
 NC1265'UNDERGROUND MARK STAMPED THE SAME AS THE SURFACE MARK).  IT IS
 NC1265'104 FEET EAST OF CENTER OF CHESTNUT RIDGE ROAD, 90 FEET SOUTH OF
 NC1265'THE SOUTHWEST CORNER OF THE HOUSE AND 72 FEET SOUTHWEST OF A
 NC1265'12-INCH MAPLE TREE.
 NC1265'
 NC1265'REFERENCE MARK 7, STAMPED CHESTNUT 1929 NO 7 1973, IS A STANDARD
 NC1265'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND (THE ARROW
 NC1265'IS POINTING TOWARD REFERENCE MARK 6).  IT IS 178 FEET EAST
 NC1265'OF CHESTNUT RIDGE ROAD, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NC1265'OF THE HOUSE AND 24 FEET NORTH OF THE 12-INCH MAPLE TREE.
 NC1265'
 NC1265'AZIMUTH MARK, STAMPED CHESTNUT 1939, IS A STANDARD DISK SET IN A
 NC1265'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  IT IS
 NC1265'31 FEET SOUTH OF CENTER OF WARD ROAD 9.5 FEET NORTH OF A
 NC1265'12-INCH CHERRY TREE, 7 FEET SOUTH OF POWER POLE NUMBER 15A 10
 NC1265'1/2 AND 2.5 FEET SOUTH OF A 5-INCH ROUND CONCRETE POST THAT
 NC1265'PROJECTS ABOUT 3 FEET AND HAS A METAL PIPE PROTRUDING FROM THE
 NC1265'TOP.
 NC1265'
 NC1265'TO REACH REFERENCE MARK 1 FROM THE STATION, GO NORTH ALONG
 NC1265'CHESTNUT RIDGE ROAD FOR 421 FEET TO THE MARK ON THE RIGHT AS
 NC1265'DESCRIBED.
 NC1265'
 NC1265'TO REACH REFERENCE MARK 2 FROM THE JUNCTION OF CHESTNUT RIDGE
 NC1265'ROAD AND A SMALL GRAVELED ROAD (WHICH RUNS JUST NORTH OF THE HOUSE
 NC1265'AT THE STATION), GO EAST FOR ABOUT 125 PACES TO A DIRT
 NC1265'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR ABOUT 75 PACES TO A
 NC1265'TRACK ROAD LEFT.  TURN LEFT AND GO EAST FOR ABOUT 90 PACES
 NC1265'TO THE MARK ON THE LEFT AS DESCRIBED.
 NC1265'
 NC1265'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NC1265'
 NC1265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1265'1-1/2 MILES EAST OF NORTH BOSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0574 ***********************************************************************
 OG0574  DESIGNATION -  CHESTNUT
 OG0574  PID         -  OG0574
 OG0574  STATE/COUNTY-  NY/NIAGARA
 OG0574  USGS QUAD   -  
 OG0574
 OG0574                         *CURRENT SURVEY CONTROL
 OG0574  ___________________________________________________________________
 OG0574* NAD 83(1996)-  43 10 50.08661(N)    078 38 33.03014(W)     ADJUSTED  
 OG0574* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 OG0574  ___________________________________________________________________
 OG0574  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OG0574  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OG0574
 OG0574  HORZ ORDER  -  FIRST
 OG0574
 OG0574.The horizontal coordinates were established by classical geodetic methods
 OG0574.and adjusted by the National Geodetic Survey in January 1999..
 OG0574
 OG0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0574
 OG0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0574
 OG0574.The geoid height was determined by GEOID03.
 OG0574
 OG0574;                    North         East     Units Scale Factor Converg.
 OG0574;SPC NY W     -   353,231.877   345,189.265   MT  0.99993778   -0 02 25.8
 OG0574;SPC NY W     - 1,158,894.92  1,132,508.45   sFT  0.99993778   -0 02 25.8
 OG0574;UTM  17      - 4,783,566.258   691,595.099   MT  1.00005159   +1 36 49.4
 OG0574
 OG0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0574!SPC NY W     -   0.99997515  x   0.99993778  =   0.99991293
 OG0574!UTM  17      -   0.99997515  x   1.00005159  =   1.00002674
 OG0574
 OG0574|---------------------------------------------------------------------|
 OG0574| PID    Reference Object                     Distance      Geod. Az  |
 OG0574|                                                           dddmmss.s |
 OG0574| DE4742 CHESTNUT RM 3                                      04501     |
 OG0574| DE4740 CHESTNUT RM 1                        26.694 METERS 08803     |
 OG0574| OG0573 LOCKPORT HARRISON RADIATOR STK      APPROX. 7.5 KM 2574413.7 |
 OG0574| OG0618 UPPER                               APPROX. 9.1 KM 2643556.9 |
 OG0574| OG0590 LOCKPORT STANDPIPE                  APPROX. 5.3 KM 2683528.6 |
 OG0574| DE4741 CHESTNUT RM 2                        30.727 METERS 34316     |
 OG0574|---------------------------------------------------------------------|
 OG0574
 OG0574                          SUPERSEDED SURVEY CONTROL
 OG0574
 OG0574  NAD 83(1986)-  43 10 50.09297(N)    078 38 33.02820(W) AD(       ) 1
 OG0574  NAD 27      -  43 10 49.88633(N)    078 38 33.91867(W) AD(       ) 1
 OG0574  NGVD 29 (07/19/86)  194.2    (m)          637.     (f) VERT ANG       
 OG0574
 OG0574.Superseded values are not recommended for survey control.
 OG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0574.See file dsdata.txt to determine how the superseded data were derived.
 OG0574
 OG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9159583566(NAD 83)
 OG0574_MARKER: DS = TRIANGULATION STATION DISK
 OG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0574
 OG0574  HISTORY     - Date     Condition        Report By
 OG0574  HISTORY     - 1972     MONUMENTED       NGS
 OG0574
 OG0574                          STATION DESCRIPTION
 OG0574
 OG0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0574'STATION IS LOCATED ON THE EAST EDGE OF LOCKPORT, 1/10 MILE EAST
 OG0574'OF THE JUNCTION OF STATE HIGHWAYS 31 AND 77, ON THE SOUTH SIDE OF
 OG0574'HIGHWAY 77 AND ON PROPERTY OWNED BY THE CITY OF LOCKPORT WATER
 OG0574'DEPARTMENT.
 OG0574'
 OG0574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND
 OG0574'77 ON THE EAST EDGE OF LOCKPORT, GO EAST ON HIGHWAY 77 FOR 0.1
 OG0574'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OG0574'
 OG0574'STATION MARK, STAMPED CHESTNUT 1972, IS A STANDARD DISK SET IN
 OG0574'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 87.5 FEET
 OG0574'WEST OF A POWER POLE NUMBERED 478 35-1, 77 FEET WEST OF CENTER
 OG0574'OF A PAVED DRIVE, 58 FEET SOUTH OF CENTER OF HIGHWAY 77, 33 FEET
 OG0574'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 OG0574'AND 19 FEET NORTHEAST OF A 36-INCH COTTONWOOD TREE (WEST 1 OF
 OG0574'2).
 OG0574'
 OG0574'REFERENCE MARK 1, STAMPED CHESTNUT NO 1 1972, IS A STANDARD DISK
 OG0574'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 40.5
 OG0574'FEET SOUTH OF CENTER OF HIGHWAY 77, 14 FEET EAST OF CENTER OF
 OG0574'THE PAVED DRIVE AND 1.7 FEET NORTH OF POWER POLE NUMBER 478 35-1.
 OG0574'
 OG0574'REFERENCE MARK 2, STAMPED CHESTNUT NO 2 1972, IS A STANDARD DISK
 OG0574'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 32
 OG0574'FEET NORTH OF CENTER OF HIGHWAY 77, 22 FEET EAST OF A 12-INCH
 OG0574'MAPLE TREE, 14.5 FEET SOUTH OF A POWER POLE NUMBERED 1762-34 AND
 OG0574'4.5 FEET WEST OF A METAL WITNESS POST.
 OG0574'
 OG0574'REFERENCE MARK 3, STAMPED CHESTNUT NO 3 1972, IS A STANDARD DISK
 OG0574'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 167
 OG0574'FEET SOUTH OF THE SOUTHEAST CORNER OF A CHURCH, 63.5 FEET NORTH
 OG0574'OF CENTER OF HIGHWAY 31, 24.5 FEET SOUTH OF THE EAST 1 OF 2 GAS
 OG0574'LINE WITNESS POSTS AND 1.5 FEET NORTH OF A POWER POLE NUMBERED T
 OG0574'53.
 OG0574'
 OG0574'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF HIGHWAYS 31
 OG0574'AND 77, GO EAST ON HIGHWAY 31 FOR 0.25 MILE TO THE MARK ON THE
 OG0574'LEFT AS DESCRIBED.
 OG0574'
 OG0574'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0576 ***********************************************************************
 OG0576  DESIGNATION -  CHESTNUT 1
 OG0576  PID         -  OG0576
 OG0576  STATE/COUNTY-  NY/NIAGARA
 OG0576  USGS QUAD   -  
 OG0576
 OG0576                         *CURRENT SURVEY CONTROL
 OG0576  ___________________________________________________________________
 OG0576* NAD 83(1996)-  43 09 46.11049(N)    078 38 57.35404(W)     ADJUSTED  
 OG0576* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 OG0576  ___________________________________________________________________
 OG0576  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 OG0576  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OG0576
 OG0576  HORZ ORDER  -  SECOND
 OG0576
 OG0576.The horizontal coordinates were established by classical geodetic methods
 OG0576.and adjusted by the National Geodetic Survey in January 1999..
 OG0576
 OG0576.The orthometric height was scaled from a topographic map.
 OG0576
 OG0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0576
 OG0576.The geoid height was determined by GEOID03.
 OG0576
 OG0576;                    North         East     Units Scale Factor Converg.
 OG0576;SPC NY W     -   351,258.106   344,638.418   MT  0.99993785   -0 02 42.4
 OG0576;SPC NY W     - 1,152,419.30  1,130,701.21   sFT  0.99993785   -0 02 42.4
 OG0576;UTM  17      - 4,781,577.187   691,101.394   MT  1.00004927   +1 36 30.8
 OG0576
 OG0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0576!SPC NY W     -   0.99997423  x   0.99993785  =   0.99991208
 OG0576!UTM  17      -   0.99997423  x   1.00004927  =   1.00002350
 OG0576
 OG0576:                Primary Azimuth Mark                     Grid Az
 OG0576:SPC NY W     -  NIAGARA CTY RAD TWR                      180 00 05.1
 OG0576:UTM  17      -  NIAGARA CTY RAD TWR                      178 20 51.9
 OG0576
 OG0576|---------------------------------------------------------------------|
 OG0576| PID    Reference Object                     Distance      Geod. Az  |
 OG0576|                                                           dddmmss.s |
 OG0576| DA1855 NIAGARA CTY RAD TWR                                1795722.7 |
 OG0576| OG0606 LOCKPORT                            APPROX. 2.4 KM 3114610.9 |
 OG0576|---------------------------------------------------------------------|
 OG0576
 OG0576                          SUPERSEDED SURVEY CONTROL
 OG0576
 OG0576  NAD 83(1986)-  43 09 46.11685(N)    078 38 57.35204(W) AD(       ) 2
 OG0576  NAD 27      -  43 09 45.90985(N)    078 38 58.24217(W) AD(       ) 2
 OG0576
 OG0576.Superseded values are not recommended for survey control.
 OG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0576.See file dsdata.txt to determine how the superseded data were derived.
 OG0576
 OG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9110181577(NAD 83)
 OG0576_MARKER: DD = SURVEY DISK
 OG0576_SETTING: 0 = UNSPECIFIED SETTING
 OG0576
 OG0576  HISTORY     - Date     Condition        Report By
 OG0576  HISTORY     - 1972     MONUMENTED       NY3340
 OG0576  HISTORY     - 1983     GOOD             USPSQD
 OG0576  HISTORY     - 1983     GOOD             USPSQD
 OG0576
 OG0576                          STATION DESCRIPTION
 OG0576
 OG0576'DESCRIBED BY CITY OF LOCKPORT NEW YORK 1972 (JM)
 OG0576'STATION IS LOCATED IN THE TOWN OF LOCKPORT, 0.7 MILES EAST OF
 OG0576'THE CITY OF LOCKPORT ON THE NORTH SHOULDER OF EAST HIGH STREET, JUST
 OG0576'WEST OF ITS INTERSECTION WITH DAY ROAD (ALSO KNOWN AS ERNEST ROAD.)
 OG0576'
 OG0576'TO REACH THE STATION FROM THE POST OFFICE IN THE CITY OF LOCKPORT,
 OG0576'GO EAST ON MAIN STREET, WHICH BECOMES STATE ROUTE NO. 31, TO ITS
 OG0576'INTERSECTION WITH DAY ROAD.  TURN RIGHT ON DAY ROAD AND CONTINUE
 OG0576'SOUTH 1.3 MILES TO ITS INTERSECTION WITH EAST HIGH STREET.
 OG0576'STATION IS LOCATED 69 FEET NORTHWEST OF THE POINT OF INTERSECTION
 OG0576'OF THE CENTERLINES OF DAY ROAD AND EAST HIGH STREET, 71 FEET
 OG0576'EAST OF A FIRE HYDRANT, 1 FOOT NORTH OF THE NORTH EDGE OF THE
 OG0576'PAVEMENT OF EAST HIGH STREET.
 OG0576'
 OG0576'STATION IS A BRASS MARKER STAMPED LOCKPORT GEODETIC CONTROL-1972,
 OG0576'CHESTNUT NO. 1, SET FLUSH WITH THE GROUND IN A POURED CONCRETE
 OG0576'MONUMENT.
 OG0576
 OG0576                          STATION RECOVERY (1983)
 OG0576
 OG0576'RECOVERY NOTE BY US POWER SQUADRON 1983 (ARC)
 OG0576'NOT IDENTIFIED.
 OG0576'
 OG0576'PARTIAL INDENT 1972 CHESTNUT NO 1.
 OG0576'
 OG0576'1972 CHESTNUT NO 1.
 OG0576'
 OG0576'FOUND-COULD NOT READ COVERED WITH BLACKTOP-MOST OF IT.  LOOKS GOOD
 OG0576'OTHERWISE.
 OG0576
 OG0576                          STATION RECOVERY (1983)
 OG0576
 OG0576'RECOVERY NOTE BY US POWER SQUADRON 1983 (JR)
 OG0576'LOCKPORT GEODETIC CONTROL 1972, CHESTNUT NO. 1 RECOVERED GOOD-EXCEPT
 OG0576'MARKER AND CONCRETE MONUMENT HALF COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0575 ***********************************************************************
 OG0575  DESIGNATION -  CHESTNUT 1A LGC 1972
 OG0575  PID         -  OG0575
 OG0575  STATE/COUNTY-  NY/NIAGARA
 OG0575  USGS QUAD   -  
 OG0575
 OG0575                         *CURRENT SURVEY CONTROL
 OG0575  ___________________________________________________________________
 OG0575* NAD 83(1996)-  43 10 54.61124(N)    078 39 00.11810(W)     ADJUSTED  
 OG0575* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 OG0575  ___________________________________________________________________
 OG0575  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OG0575  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OG0575
 OG0575  HORZ ORDER  -  SECOND
 OG0575
 OG0575.The horizontal coordinates were established by classical geodetic methods
 OG0575.and adjusted by the National Geodetic Survey in January 1999..
 OG0575
 OG0575.The orthometric height was scaled from a topographic map.
 OG0575
 OG0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0575
 OG0575.The geoid height was determined by GEOID03.
 OG0575
 OG0575;                    North         East     Units Scale Factor Converg.
 OG0575;SPC NY W     -   353,371.958   344,577.665   MT  0.99993786   -0 02 44.3
 OG0575;SPC NY W     - 1,159,354.50  1,130,501.89   sFT  0.99993786   -0 02 44.3
 OG0575;UTM  17      - 4,783,688.639   690,979.641   MT  1.00004869   +1 36 31.0
 OG0575
 OG0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0575!SPC NY W     -   0.99997471  x   0.99993786  =   0.99991257
 OG0575!UTM  17      -   0.99997471  x   1.00004869  =   1.00002340
 OG0575
 OG0575:                Primary Azimuth Mark                     Grid Az
 OG0575:SPC NY W     -  CHESTNUT                                 102 54 02.0
 OG0575:UTM  17      -  CHESTNUT                                 101 14 46.7
 OG0575
 OG0575|---------------------------------------------------------------------|
 OG0575| PID    Reference Object                     Distance      Geod. Az  |
 OG0575|                                                           dddmmss.s |
 OG0575| OG0574 CHESTNUT                            APPROX. 0.6 KM 1025117.7 |
 OG0575|---------------------------------------------------------------------|
 OG0575
 OG0575                          SUPERSEDED SURVEY CONTROL
 OG0575
 OG0575  NAD 83(1986)-  43 10 54.61760(N)    078 39 00.11617(W) AD(       ) 2
 OG0575  NAD 27      -  43 10 54.41112(N)    078 39 01.00569(W) AD(       ) 2
 OG0575
 OG0575.Superseded values are not recommended for survey control.
 OG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0575.See file dsdata.txt to determine how the superseded data were derived.
 OG0575
 OG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9098083689(NAD 83)
 OG0575_MARKER: DD = SURVEY DISK
 OG0575_SETTING: 0 = UNSPECIFIED SETTING
 OG0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0575
 OG0575  HISTORY     - Date     Condition        Report By
 OG0575  HISTORY     - 1972     MONUMENTED       NY3340
 OG0575  HISTORY     - 1983     GOOD             USPSQD
 OG0575  HISTORY     - 1983     GOOD             USPSQD
 OG0575
 OG0575                          STATION DESCRIPTION
 OG0575
 OG0575'DESCRIBED BY CITY OF LOCKPORT NEW YORK 1972 (JM)
 OG0575'STATION IS LOCATED IN THE TOWN OF LOCKPORT, 0.7 MILES EAST OF THE
 OG0575'CITY OF LOCKPORT, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 OG0575'STATE ROUTE NO. 31 (CHESTNUT RIDGE ROAD) AND DAY ROAD.
 OG0575'
 OG0575'TO REACH THE STATION FROM THE POST OFFICE IN THE CITY OF LOCKPORT,
 OG0575'GO EAST ON MAIN STREET, WHICH BECOMES STATE ROUTE NO. 31, 2.0 MILES
 OG0575'TO ITS INTERSECTION WITH DAY ROAD.  STATION IS LOCATED 65 FEET
 OG0575'NORTHWEST OF THE APPROXIMATE POINT OF INTERSECTION OF THE
 OG0575'CENTERLINES OF STATE ROUTE NO. 31 AND THE NORTH BRANCH OF DAY
 OG0575'ROAD, 19 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT OF STATE
 OG0575'ROUTE NO. 31, 7.5 FEET EAST OF A POWER POLE.
 OG0575'
 OG0575'STATION IS A BRASS MARKER STAMPED LOCKPORT GEODETIC CONTROL-1972
 OG0575'CHESTNUT NO.A SET FLUSH WITH THE GROUND IN A POURED CONCRETE
 OG0575'MONUMENT.
 OG0575
 OG0575                          STATION RECOVERY (1983)
 OG0575
 OG0575'RECOVERY NOTE BY US POWER SQUADRON 1983 (JR)
 OG0575'LOCKPORT GEODETIC CONTROL-1972 CHESTNUT NO. 1A RECOVERED GOOD
 OG0575'(DESCRIPTION ON CONTROL DATA SAYS-NO. A AND MARKER SAYS NO 1A).
 OG0575
 OG0575                          STATION RECOVERY (1983)
 OG0575
 OG0575'RECOVERY NOTE BY US POWER SQUADRON 1983 (ARC)
 OG0575'CHESTNUT 1A 1972 (MCINTOSH) RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1275 ***********************************************************************
 NC1275  DESIGNATION -  CHESTNUT RM 6
 NC1275  PID         -  NC1275
 NC1275  STATE/COUNTY-  NY/ERIE
 NC1275  USGS QUAD   -  COLDEN (1979)
 NC1275
 NC1275                         *CURRENT SURVEY CONTROL
 NC1275  ___________________________________________________________________
 NC1275* NAD 83(1996)-  42 41 15.10228(N)    078 44 49.98625(W)     ADJUSTED  
 NC1275* NAVD 88     -       413.9    (meters)    1358.     (feet)  VERTCON   
 NC1275  ___________________________________________________________________
 NC1275  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 NC1275  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NC1275
 NC1275  HORZ ORDER  -  FIRST
 NC1275
 NC1275.The horizontal coordinates were established by classical geodetic methods
 NC1275.and adjusted by the National Geodetic Survey in January 1999..
 NC1275
 NC1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1275
 NC1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1275
 NC1275.The geoid height was determined by GEOID03.
 NC1275
 NC1275;                    North         East     Units Scale Factor Converg.
 NC1275;SPC NY W     -   298,472.848   336,569.974   MT  0.99993972   -0 06 40.0
 NC1275;SPC NY W     -   979,239.67  1,104,229.99   sFT  0.99993972   -0 06 40.0
 NC1275;UTM  17      - 4,728,576.858   684,552.150   MT  1.00001905   +1 31 40.1
 NC1275
 NC1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1275!SPC NY W     -   0.99994047  x   0.99993972  =   0.99988020
 NC1275!UTM  17      -   0.99994047  x   1.00001905  =   0.99995952
 NC1275
 NC1275|---------------------------------------------------------------------|
 NC1275| PID    Reference Object                     Distance      Geod. Az  |
 NC1275|                                                           dddmmss.s |
 NC1275| DE4739 CHESTNUT RM 7                        24.599 METERS 06951     |
 NC1275| NC1289 BOSTON RAD STA WBUF TOWER           APPROX. 6.2 KM 1561135.7 |
 NC1275| DE4737 CHESTNUT RM 4                                      17843     |
 NC1275| NC1312 BOSTON RAD STA WDCX MAST            APPROX. 5.8 KM 1972849.8 |
 NC1275| NC1300 EAST EDEN VIL TANK                  APPROX. 6.9 KM 2495848.4 |
 NC1275| NC1295 EDEN VALLEY TENN GAS TOWER          APPROX. 6.9 KM 2620350.4 |
 NC1275| DE4738 CHESTNUT RM 5                                      27334     |
 NC1275| NC1374 BU 52 DC                            APPROX.12.0 KM 2850300.4 |
 NC1275| NC1304 HAMBURG VIL MUN TANK                APPROX. 7.5 KM 2935218.2 |
 NC1275| NC1301 HAMBURG PETER PAUL RC CH E SP       APPROX. 7.3 KM 2954744.9 |
 NC1275| NC1321 HAMBURG MCKINLEY PKWY TANK          APPROX. 6.9 KM 3064221.4 |
 NC1275| NC1265 CHESTNUT                             33.456 METERS 32723     |
 NC1275|---------------------------------------------------------------------|
 NC1275
 NC1275                          SUPERSEDED SURVEY CONTROL
 NC1275
 NC1275  NAD 83(1986)-  42 41 15.10837(N)    078 44 49.98259(W) AD(       ) 1
 NC1275  NAD 27      -  42 41 14.89236(N)    078 44 50.87664(W) AD(       ) 1
 NC1275  NGVD 29 (07/19/86)  414.1    (m)         1359.     (f) VERT ANG       
 NC1275
 NC1275.Superseded values are not recommended for survey control.
 NC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1275.See file dsdata.txt to determine how the superseded data were derived.
 NC1275
 NC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8455228577(NAD 83)
 NC1275_MARKER: DR = REFERENCE MARK DISK
 NC1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1275
 NC1275  HISTORY     - Date     Condition        Report By
 NC1275  HISTORY     - 1973     MONUMENTED       NGS
 NC1275
 NC1275                          STATION DESCRIPTION
 NC1275
 NC1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1275'STATION IS ABOUT 5 MILES SOUTH OF THE VILLAGE OF ORCHARD PARK,
 NC1275'4-3/4 MILES SOUTHEAST OF THE VILLAGE OF HAMBURG, 3-1/2 MILES
 NC1275'WEST-SOUTHWEST OF THE VILLAGE OF WEST FALLS, 1-1/2 MILES EAST
 NC1275'OF THE VILLAGE OF NORTH BOSTON, ALONG THE EAST EDGE OF CHESTNUT
 NC1275'RIDGE ROAD AND ON PROPERTY OWNED BY MR. CARL DOLLMANN WHO LIVES
 NC1275'IN THE HOUSE AT THE STATION SITE.
 NC1275'
 NC1275'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 NC1275'ORCHARD PARK, GO SOUTH ON STATE HIGHWAYS 240 AND 277 FOR 4.7
 NC1275'MILES TO THE JUNCTION OF CHESTNUT RIDGE ROAD.  TURN LEFT AND
 NC1275'GO SOUTHEAST AND SOUTH ON CHESTNUT RIDGE ROAD FOR 0.3 MILE TO
 NC1275'THE JUNCTION OF WARD ROAD.  CONTINUE SOUTH ON CHESTNUT RIDGE
 NC1275'ROAD FOR 0.6 MILE TO THE SUMMIT OF A HILL, HOUSE ON THE LEFT AND
 NC1275'THE STATION ON THE LEFT AS DESCRIBED.
 NC1275'
 NC1275'THE SURFACE AND UNDERGROUND STATION MARKS ARE BOTH STANDARD
 NC1275'REFERENCE MARK DISKS STAMPED CHESTNUT 1929 NO 6 1973.  THE
 NC1275'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 NC1275'GROUND.  IT IS 104 FEET EAST OF CENTER OF CHESTNUT RIDGE ROAD,
 NC1275'90 FEET SOUTH OF THE SOUTHWEST CORNER OF MR. CARL DOLLMANNS
 NC1275'HOUSE AND 72 FEET SOUTHWEST OF A 12-INCH MAPLE TREE.
 NC1275'
 NC1275'CHESTNUT, STAMPED CHESTNUT 1929, IS A STANDARD STATION MARK
 NC1275'DISK SET IN A SQUARE CONCRETE POST WHICH IS ABOUT 10 INCHES
 NC1275'BELOW THE GROUND.  IT IS 90 FEET WEST OF THE SOUTHWEST CORNER
 NC1275'OF THE HOUSE, 83.5 FEET NORTH OF POWER POLE NUMBER 421A, 61
 NC1275'FEET SOUTH OF CENTER OF A DRIVEWAY LEADING TO THE HOUSE, 35
 NC1275'FEET EAST OF CENTER OF CHESTNUT RIDGE ROAD AND 2.5 FEET WEST OF
 NC1275'THE LINE OF 4 SPRUCE TREES (BETWEEN THE THIRD AND FOURTH TREE)
 NC1275'IN THE FRONT YARD OF THE HOUSE.
 NC1275'
 NC1275'RM 7, STAMPED CHESTNUT 1929 NO 7 1973, IS A STANDARD DISK SET IN
 NC1275'A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 178 FEET
 NC1275'EAST OF CENTER OF CHESTNUT RIDGE ROAD, 55 FEET SOUTHEAST OF THE
 NC1275'SOUTHEAST CORNER OF THE HOUSE AND 24 FEET NORTH OF THE
 NC1275'12-INCH MAPLE TREE.
 NC1275'
 NC1275'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0307 ***********************************************************************
 NC0307  DESIGNATION -  CHEV USLS
 NC0307  PID         -  NC0307
 NC0307  STATE/COUNTY-  NY/ERIE
 NC0307  USGS QUAD   -  BUFFALO NW (1965)
 NC0307
 NC0307                         *CURRENT SURVEY CONTROL
 NC0307  ___________________________________________________________________
 NC0307* NAD 83(1986)-  42 57 39.     (N)    078 55 04.     (W)     SCALED    
 NC0307* NAVD 88     -       178.501  (meters)     585.63   (feet)  ADJUSTED  
 NC0307  ___________________________________________________________________
 NC0307  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 NC0307  DYNAMIC HT  -         178.455 (meters)     585.48  (feet)  COMP
 NC0307  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 NC0307
 NC0307  VERT ORDER  -  FIRST     CLASS 0
 NC0307
 NC0307.The horizontal coordinates were scaled from a topographic map and have
 NC0307.an estimated accuracy of +/- 6 seconds.
 NC0307
 NC0307.The orthometric height was determined by differential leveling
 NC0307.and adjusted by the National Geodetic Survey in June 1991..
 NC0307
 NC0307.The geoid height was determined by GEOID03.
 NC0307
 NC0307.The dynamic height is computed by dividing the NAVD 88
 NC0307.geopotential number by the normal gravity value computed on the
 NC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0307.degrees latitude (g = 980.6199 gals.).
 NC0307
 NC0307.The modeled gravity was interpolated from observed gravity values.
 NC0307
 NC0307;                    North         East    Units  Estimated Accuracy
 NC0307;SPC NY W     -   328,870.      322,710.      MT  (+/- 180 meters Scaled)
 NC0307
 NC0307                          SUPERSEDED SURVEY CONTROL
 NC0307
 NC0307  NGVD 29 (??/??/92)  178.673  (m)          586.20   (f) ADJ UNCH    1 0
 NC0307
 NC0307.Superseded values are not recommended for survey control.
 NC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0307.See file dsdata.txt to determine how the superseded data were derived.
 NC0307
 NC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH698585(NAD 83)
 NC0307_MARKER: Z = SEE DESCRIPTION
 NC0307_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NC0307+WITH SETTING: INTO GROUND
 NC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0307+STABILITY: SURFACE MOTION
 NC0307
 NC0307  HISTORY     - Date     Condition        Report By
 NC0307  HISTORY     - UNK      MONUMENTED       USLS
 NC0307  HISTORY     - 1970     GOOD             USLS
 NC0307  HISTORY     - 1977     GOOD             NGS
 NC0307
 NC0307                          STATION DESCRIPTION
 NC0307
 NC0307'DESCRIBED BY US LAKE SURVEY 1970
 NC0307'1.1 MI SE FROM HUNTLEY STATION.
 NC0307'IS IN TONAWANDA TOWNSHIP, ERIE COUNTY, NEW YORK, ABOUT 1.1 MILES
 NC0307'SOUTHEAST OF NIAGARA-MOHAWK POWER CORPORATION, HUNTLEY STATION, 0.4
 NC0307'MILE SOUTHEAST OF SHERIDAN DRIVE, ACROSS FROM THE CHEVROLET PLANT,
 NC0307'195.4 FEET NORTHWEST OF CHEVROLET-TONAWANDA CROSSWALK, 157.4 FEET
 NC0307'SOUTH OF A UTILITY POLE, 50 FEET SOUTHWEST OF CENTERLINE OF RIVER
 NC0307'ROAD, 19.8 FEET SOUTHWEST OF THE MOST NORTHERLY OF TWO CONCRETE
 NC0307'TRIANGULAR POST, 18.8 FEET WESTERLY OF A UTILITY POLE, 1.2 FEET EAST
 NC0307'OF A METAL POST OF A CYCLONE FENCE, 1/2-FOOT BELOW THE GROUND SURFACE,
 NC0307'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 NC0307'ROD, 16 FEET LONG.
 NC0307
 NC0307                          STATION RECOVERY (1977)
 NC0307
 NC0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0307'FROM THE JUNCTION OF STATE HIGHWAYS 356, 265 AND 266 IN TONAWANDA
 NC0307'G0 5.9 MILES SOUTH ALONG STATE HIGHWAY 266, ACROSS THE HIGHWAY
 NC0307'FROM THE CHEVROLET PLANT, ACROSS HIGHWAY FROM TWO LIGHT POLES NUMBERS
 NC0307'3039 AND 3049, ALSO 4.6 MILES NORTH ALONG STATE HIGHWAY 266 FROM
 NC0307'THE JUNCTION OF PORTER AVENUE IN BUFFALO, 38.0 FEET SOUTHWEST OF
 NC0307'THE CENTERLINE OF STATE HIGHWAY 266 SOUTHBOUND LANES, 1.7 FEET
 NC0307'EAST OF A CYCLONE FENCE, 30.8 FEET NORTHWEST OF A GUARDRAIL, 195.4
 NC0307'FEET NORTHWEST OF CHEVROLET-TONAWANDA CROSSWALK AND THE HIGHEST
 NC0307'POINT BEING THE TOP OF A 5/8 INCH COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2147 ***********************************************************************
 MZ2147  DESIGNATION -  CHEVIOT
 MZ2147  PID         -  MZ2147
 MZ2147  STATE/COUNTY-  NY/COLUMBIA
 MZ2147  USGS QUAD   -  SAUGERTIES (1978)
 MZ2147
 MZ2147                         *CURRENT SURVEY CONTROL
 MZ2147  ___________________________________________________________________
 MZ2147* NAD 83(1996)-  42 07 10.16192(N)    073 54 34.12041(W)     ADJUSTED  
 MZ2147* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 MZ2147  ___________________________________________________________________
 MZ2147  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MZ2147  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ2147
 MZ2147  HORZ ORDER  -  THIRD
 MZ2147
 MZ2147.The horizontal coordinates were established by classical geodetic methods
 MZ2147.and adjusted by the National Geodetic Survey in January 1999..
 MZ2147
 MZ2147.The orthometric height was scaled from a topographic map.
 MZ2147
 MZ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2147
 MZ2147.The geoid height was determined by GEOID03.
 MZ2147
 MZ2147;                    North         East     Units Scale Factor Converg.
 MZ2147;SPC NY E     -   365,039.705   198,828.775   MT  0.99992933   +0 23 45.8
 MZ2147;SPC NY E     - 1,197,634.43    652,324.07   sFT  0.99992933   +0 23 45.8
 MZ2147;UTM  18      - 4,663,618.537   590,145.845   MT  0.99969999   +0 43 53.2
 MZ2147
 MZ2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2147!SPC NY E     -   1.00000373  x   0.99992933  =   0.99993306
 MZ2147!UTM  18      -   1.00000373  x   0.99969999  =   0.99970372
 MZ2147
 MZ2147:                Primary Azimuth Mark                     Grid Az
 MZ2147:SPC NY E     -  CHEVIOT DOCK FLAGSTAFF                   006 45 12.4
 MZ2147:UTM  18      -  CHEVIOT DOCK FLAGSTAFF                   006 25 05.0
 MZ2147
 MZ2147|---------------------------------------------------------------------|
 MZ2147| PID    Reference Object                     Distance      Geod. Az  |
 MZ2147|                                                           dddmmss.s |
 MZ2147| MZ2180 CHEVIOT DOCK FLAGSTAFF              APPROX. 0.9 KM 0070858.2 |
 MZ2147| DA3235 CHEVIOT RM 1                         28.231 METERS 08538     |
 MZ2147| DA3236 CHEVIOT RM 2                         28.288 METERS 15205     |
 MZ2147| MZ2136 WEST CAMP LUTH CH SPIRE             APPROX. 2.0 KM 2843533.3 |
 MZ2147| MZ2166 SILO NORTH OF WEST CAMP             APPROX. 2.4 KM 3254051.8 |
 MZ2147| MZ2168 WANTON ISLAND LIGHT                 APPROX. 1.2 KM 3282729.5 |
 MZ2147|---------------------------------------------------------------------|
 MZ2147
 MZ2147                          SUPERSEDED SURVEY CONTROL
 MZ2147
 MZ2147  NAD 83(1986)-  42 07 10.15650(N)    073 54 34.12570(W) AD(       ) 3
 MZ2147  NAD 27      -  42 07 09.83500(N)    073 54 35.64500(W) AD(       ) 3
 MZ2147
 MZ2147.Superseded values are not recommended for survey control.
 MZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2147.See file dsdata.txt to determine how the superseded data were derived.
 MZ2147
 MZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9014663619(NAD 83)
 MZ2147_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2147
 MZ2147  HISTORY     - Date     Condition        Report By
 MZ2147  HISTORY     - 1934     MONUMENTED       CGS
 MZ2147
 MZ2147                          STATION DESCRIPTION
 MZ2147
 MZ2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2147'ON E SHORE HUDSON RIVER, COLUMBIA COUNTY, 800 METERS S OF LONG
 MZ2147'DOCK AT CHEVIOT, AND 950 METERS N OF SMALL WHARF ON CLARKSON
 MZ2147'PROPERTY.  STATION IS 20 FEET W OF TRACK AND 10 FEET FROM EDGE
 MZ2147'OF FILL.
 MZ2147'
 MZ2147'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 MZ2147'BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2147'
 MZ2147'REFERENCE MARK NO.1 IS 92 FEET NE OF STATION ACROSS RAILROAD
 MZ2147'TRACKS.  REFERENCE MARK NO.2 IS 92 FEET SE OF STATION ACROSS
 MZ2147'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2180 ***********************************************************************
 MZ2180  DESIGNATION -  CHEVIOT DOCK FLAGSTAFF
 MZ2180  PID         -  MZ2180
 MZ2180  STATE/COUNTY-  NY/COLUMBIA
 MZ2180  USGS QUAD   -  CEMENTON (1980)
 MZ2180
 MZ2180                         *CURRENT SURVEY CONTROL
 MZ2180  ___________________________________________________________________
 MZ2180* NAD 83(1996)-  42 07 38.77589(N)    073 54 29.29889(W)     ADJUSTED  
 MZ2180* NAVD 88     -                                                        
 MZ2180  ___________________________________________________________________
 MZ2180  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 MZ2180  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2180
 MZ2180  HORZ ORDER  -  THIRD
 MZ2180
 MZ2180.The horizontal coordinates were established by classical geodetic methods
 MZ2180.and adjusted by the National Geodetic Survey in January 1999..
 MZ2180
 MZ2180
 MZ2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2180
 MZ2180.The geoid height was determined by GEOID03.
 MZ2180
 MZ2180;                    North         East     Units Scale Factor Converg.
 MZ2180;SPC NY E     -   365,923.254   198,933.403   MT  0.99992945   +0 23 49.3
 MZ2180;SPC NY E     - 1,200,533.21    652,667.34   sFT  0.99992945   +0 23 49.3
 MZ2180;UTM  18      - 4,664,502.480   590,245.276   MT  0.99970021   +0 43 56.8
 MZ2180
 MZ2180                          SUPERSEDED SURVEY CONTROL
 MZ2180
 MZ2180  NAD 83(1986)-  42 07 38.77053(N)    073 54 29.30430(W) AD(       ) 4
 MZ2180  NAD 27      -  42 07 38.44900(N)    073 54 30.82400(W) AD(       ) 3
 MZ2180
 MZ2180.Superseded values are not recommended for survey control.
 MZ2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2180.See file dsdata.txt to determine how the superseded data were derived.
 MZ2180
 MZ2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9024564502(NAD 83)
 MZ2180
 MZ2180  HISTORY     - Date     Condition        Report By
 MZ2180  HISTORY     - 1934     MONUMENTED       CGS
 MZ2180
 MZ2180                          STATION DESCRIPTION
 MZ2180
 MZ2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2180'STATION IS A FLAGSTAFF ON DE WITT AND SONS DOCK AT CHEVIOT,
 MZ2180'NEW YORK.  THIS DOCK IS ABOUT 300 YARDS FROM SHORE LINE AND HAS
 MZ2180'AN EARTH-FILL BETWEEN DOCK AND SHORE LINE.  DOCK NOT USED NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2140 ***********************************************************************
 MZ2140  DESIGNATION -  CHEVIOT SPIRE
 MZ2140  PID         -  MZ2140
 MZ2140  STATE/COUNTY-  NY/COLUMBIA
 MZ2140  USGS QUAD   -  SAUGERTIES (1978)
 MZ2140
 MZ2140                         *CURRENT SURVEY CONTROL
 MZ2140  ___________________________________________________________________
 MZ2140* NAD 83(1996)-  42 07 24.60891(N)    073 53 58.20931(W)     ADJUSTED  
 MZ2140* NAVD 88     -                                                        
 MZ2140  ___________________________________________________________________
 MZ2140  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MZ2140  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MZ2140
 MZ2140  HORZ ORDER  -  THIRD
 MZ2140
 MZ2140.The horizontal coordinates were established by classical geodetic methods
 MZ2140.and adjusted by the National Geodetic Survey in January 1999..
 MZ2140
 MZ2140
 MZ2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2140
 MZ2140.The geoid height was determined by GEOID03.
 MZ2140
 MZ2140;                    North         East     Units Scale Factor Converg.
 MZ2140;SPC NY E     -   365,491.166   199,650.477   MT  0.99993032   +0 24 10.0
 MZ2140;SPC NY E     - 1,199,115.60    655,019.94   sFT  0.99993032   +0 24 10.0
 MZ2140;UTM  18      - 4,664,074.695   590,964.703   MT  0.99970181   +0 44 17.5
 MZ2140
 MZ2140                          SUPERSEDED SURVEY CONTROL
 MZ2140
 MZ2140  NAD 83(1986)-  42 07 24.60364(N)    073 53 58.21462(W) AD(       ) 4
 MZ2140  NAD 27      -  42 07 24.28000(N)    073 53 59.74000(W) AD(       ) 3
 MZ2140
 MZ2140.Superseded values are not recommended for survey control.
 MZ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2140.See file dsdata.txt to determine how the superseded data were derived.
 MZ2140
 MZ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9096564075(NAD 83)
 MZ2140
 MZ2140  HISTORY     - Date     Condition        Report By
 MZ2140  HISTORY     - 1934     MONUMENTED       CGS
 MZ2140
 MZ2140                          STATION DESCRIPTION
 MZ2140
 MZ2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2140'STATION IS A CHURCH SPIRE, 1/8 MILE E OF RIVER AT CHEVIOT, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4306 ***********************************************************************
 LX4306  DESIGNATION -  CHIK
 LX4306  PID         -  LX4306
 LX4306  STATE/COUNTY-  NY/ORANGE
 LX4306  USGS QUAD   -  PEEKSKILL (1981)
 LX4306
 LX4306                         *CURRENT SURVEY CONTROL
 LX4306  ___________________________________________________________________
 LX4306* NAD 83(1996)-  41 21 28.56441(N)    073 57 46.38100(W)     ADJUSTED  
 LX4306* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX4306  ___________________________________________________________________
 LX4306  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 LX4306  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LX4306
 LX4306  HORZ ORDER  -  THIRD
 LX4306
 LX4306.The horizontal coordinates were established by classical geodetic methods
 LX4306.and adjusted by the National Geodetic Survey in January 1999..
 LX4306
 LX4306.The orthometric height was scaled from a topographic map.
 LX4306
 LX4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4306
 LX4306.The geoid height was determined by GEOID03.
 LX4306
 LX4306;                    North         East     Units Scale Factor Converg.
 LX4306;SPC NY E     -   280,434.049   194,940.622   MT  0.99992485   +0 21 17.7
 LX4306;SPC NY E     -   920,057.38    639,567.69   sFT  0.99992485   +0 21 17.7
 LX4306;UTM  18      - 4,579,011.249   586,750.121   MT  0.99969261   +0 41 07.2
 LX4306
 LX4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4306!SPC NY E     -   1.00000418  x   0.99992485  =   0.99992903
 LX4306!UTM  18      -   1.00000418  x   0.99969261  =   0.99969679
 LX4306
 LX4306|---------------------------------------------------------------------|
 LX4306| PID    Reference Object                     Distance      Geod. Az  |
 LX4306|                                                           dddmmss.s |
 LX4306| CB3829 CHIK RM 1                             5.320 METERS 02059     |
 LX4306| LX4345 GLENCLYFFE SEM GRN DOME CROSS       APPROX. 1.3 KM 0391136.1 |
 LX4306| LX1107 DOCK                                APPROX. 0.8 KM 0422852.3 |
 LX4306| LX4314 CON HOOK LIGHT                      APPROX. 0.7 KM 1753444.2 |
 LX4306| CB3830 CHIK RM 2                             7.940 METERS 27910     |
 LX4306|---------------------------------------------------------------------|
 LX4306
 LX4306                          SUPERSEDED SURVEY CONTROL
 LX4306
 LX4306  NAD 83(1986)-  41 21 28.56533(N)    073 57 46.38300(W) AD(       ) 3
 LX4306  NAD 27      -  41 21 28.23226(N)    073 57 47.88006(W) AD(       ) 3
 LX4306
 LX4306.Superseded values are not recommended for survey control.
 LX4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4306.See file dsdata.txt to determine how the superseded data were derived.
 LX4306
 LX4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8675079011(NAD 83)
 LX4306
 LX4306  HISTORY     - Date     Condition        Report By
 LX4306  HISTORY     - 1905     MONUMENTED       CGS
 LX4306  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4306  HISTORY     - 1975     SEE DESCRIPTION  USA
 LX4306  HISTORY     - 1978     GOOD             LOCENG
 LX4306  HISTORY     - 1983     GOOD             USPSQD
 LX4306
 LX4306                          STATION DESCRIPTION
 LX4306
 LX4306'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4306'FOUND STATION AS DESCRIBED.  IT IS ON THE N END OF THE FIRST ROCKY
 LX4306'POINT N OF CON HOOK LIGHT ON THE W SIDE OF THE HUDSON
 LX4306'RIVER.  STATION WAS RE-MARKED WITH A STANDARD BRONZE DISK STAMPED
 LX4306'CHIK 1905.
 LX4306'
 LX4306'REFERENCE MARKS DESIGNATED B AND C IN THE 1905 SKETCH WERE
 LX4306'RE-MARKED WITH STANDARD BRASS DISKS STAMPED CHIK 1905 AND NUMBERED
 LX4306'1 AND 2 RESPECTIVELY.
 LX4306
 LX4306                          STATION RECOVERY (1975)
 LX4306
 LX4306'RECOVERY NOTE BY US ARMY 1975
 LX4306'STATION RECOVERED IN EXCELLENT CONDITION.
 LX4306
 LX4306                          STATION RECOVERY (1978)
 LX4306
 LX4306'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (REH)
 LX4306'CHIK 1905 RECOVERED GOOD.
 LX4306'
 LX4306'REF. MARKERS GOOD.
 LX4306'
 LX4306'ALL IS IN ORDER.
 LX4306'
 LX4306'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST OF VILLAGE
 LX4306'OF HIGHLAND FALLS.
 LX4306
 LX4306                          STATION RECOVERY (1983)
 LX4306
 LX4306'RECOVERY NOTE BY US POWER SQUADRON 1983 (JKW)
 LX4306'CHIK 1905 RECOVERED GOOD.
 LX4306'
 LX4306'STATION FOUND AS DESCRIBED BRONX DISC MARKED CHIK 1905 IN GOOD
 LX4306'CONDITION AS WAS RM NO 1.  RM NO 2 LOCATED IN OBVIOUS POSITION
 LX4306'APPEAR TO HAVE BEEN HAMMERED ON WITH HARD OBJECT LEGIBILITY SAME
 LX4306'WHAT OBSCURED BUT ARROW WAS CLEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4083 ***********************************************************************
 LX4083  DESIGNATION -  CHILDREN
 LX4083  PID         -  LX4083
 LX4083  STATE/COUNTY-  NY/WESTCHESTER
 LX4083  USGS QUAD   -  WHITE PLAINS (1967)
 LX4083
 LX4083                         *CURRENT SURVEY CONTROL
 LX4083  ___________________________________________________________________
 LX4083* NAD 83(1996)-  41 00 14.54876(N)    073 52 00.58492(W)     ADJUSTED  
 LX4083* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 LX4083  ___________________________________________________________________
 LX4083  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 LX4083  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LX4083
 LX4083  HORZ ORDER  -  FIRST
 LX4083
 LX4083.The horizontal coordinates were established by classical geodetic methods
 LX4083.and adjusted by the National Geodetic Survey in January 1999..
 LX4083
 LX4083.The orthometric height was scaled from a topographic map.
 LX4083
 LX4083.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4083
 LX4083.The geoid height was determined by GEOID03.
 LX4083
 LX4083;                    North         East     Units Scale Factor Converg.
 LX4083;SPC NY E     -   241,189.426   203,263.519   MT  0.99993491   +0 24 55.6
 LX4083;SPC NY E     -   791,302.31    666,873.73   sFT  0.99993491   +0 24 55.6
 LX4083;UTM  18      - 4,539,824.028   595,296.460   MT  0.99971177   +0 44 36.8
 LX4083
 LX4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4083!SPC NY E     -   0.99998266  x   0.99993491  =   0.99991757
 LX4083!UTM  18      -   0.99998266  x   0.99971177  =   0.99969443
 LX4083
 LX4083:                Primary Azimuth Mark                     Grid Az
 LX4083:SPC NY E     -  CHILDREN AZ MK                           121 42 53.5
 LX4083:UTM  18      -  CHILDREN AZ MK                           121 23 12.3
 LX4083
 LX4083|---------------------------------------------------------------------|
 LX4083| PID    Reference Object                     Distance      Geod. Az  |
 LX4083|                                                           dddmmss.s |
 LX4083| CB3831 CHILDREN AZ MK                                     1220749.1 |
 LX4083| CB3832 CHILDREN RM 1                        26.524 METERS 16830     |
 LX4083| CB3833 CHILDREN RM 2                        21.086 METERS 28950     |
 LX4083| LX4082 DOBBS FERRY CHILDRENS VILL TK        17.644 METERS 32644     |
 LX4083|---------------------------------------------------------------------|
 LX4083
 LX4083                          SUPERSEDED SURVEY CONTROL
 LX4083
 LX4083  NAD 83(1996)-  41 00 14.54935(N)    073 52 00.58561(W) AD(       ) 1
 LX4083  NAD 83(1992)-  41 00 14.54792(N)    073 52 00.58634(W) AD(       ) 1
 LX4083  NAD 83(1986)-  41 00 14.55082(N)    073 52 00.58475(W) AD(       ) 1
 LX4083  NAD 27      -  41 00 14.19979(N)    073 52 02.09670(W) AD(       ) 1
 LX4083
 LX4083.Superseded values are not recommended for survey control.
 LX4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4083.See file dsdata.txt to determine how the superseded data were derived.
 LX4083
 LX4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9529639824(NAD 83)
 LX4083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4083
 LX4083  HISTORY     - Date     Condition        Report By
 LX4083  HISTORY     - 1966     MONUMENTED       CGS
 LX4083  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4083
 LX4083                          STATION DESCRIPTION
 LX4083
 LX4083'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4083'THE STATION IS LOCATED ABOUT 0.9 MILE SOUTH OF THE CENTER OF DOBBS
 LX4083'FERRY, 0.9 MILE EAST OF THE EAST BANK OF THE HUDSON RIVER AND ON
 LX4083'THE SUMMIT OF A WOODED HILL AT THE SITE OF A WOODEN WATER TANK ON
 LX4083'THE GROUNDS OF THE CHILDRENS VILLAGE, OPERATED BY THE COUNTY OF
 LX4083'WESTCHESTER.
 LX4083'
 LX4083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9,
 LX4083'ASHFORD AVENUE AND WALGROVE AVENUE IN DOBBS FERRY, GO SOUTH ON
 LX4083'WALGROVE AVENUE (AS PER SIGN CHILDRENS VILLAGE) FOR 0.3 MILE TO A
 LX4083'REVERSE Y-FORK, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A SIGN
 LX4083'WHICH READS CHILDRENS VILLAGE.  KEEP RIGHT AND GO 0.3 MILE TO A
 LX4083'CROSS STREET AND STOP SIGN.  TURN RIGHT AND GO SOUTH FOR 0.1
 LX4083'MILE TO ANOTHER CROSS STREET*.  TURN RIGHT AND GO 0.05 MILE
 LX4083'TO A SMALL PARKING AREA, TURN RIGHT AT THE WEST END OF
 LX4083'PARKING AREA ONTO A TRACK ROAD WHICH LEADS TO A SMALL WATER
 LX4083'TANK AND THE STATION AT THE SUMMIT, A DISTANCE OF 0.15 MILE.
 LX4083'
 LX4083'THE STATION MARK IS A STANDARD DISK STAMPED CHILDREN 1966, SET IN
 LX4083'THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT PROJECTING
 LX4083'1 INCH ABOVE THE GROUND.  IT IS 48.7 FEET SOUTH OF THE SOUTHEAST
 LX4083'LEG OF WATER TANK, 48.6 FEET SOUTHEAST OF THE SOUTHWEST LEG OF
 LX4083'WATER TANK, 29 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND
 LX4083'4.9 FEET EAST OF A METAL WITNESS POST.
 LX4083'
 LX4083'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHILDREN NO 1 1966,
 LX4083'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 LX4083'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 23.2 FEET SOUTH OF A
 LX4083'6-INCH IRON PIPE WHICH PROJECTS 1 FOOT AND 18 FEET SOUTHWEST OF A
 LX4083'SEVEN TRUNKED TREE.
 LX4083'
 LX4083'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHILDREN NO 2 1966,
 LX4083'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 3
 LX4083'INCHES ABOVE THE GROUND.  IT IS 33.9 FEET SOUTHWEST OF THE
 LX4083'NORTHWEST LEG OF THE WATER TANK, 32.4 FEET WEST OF THE SOUTHWEST
 LX4083'LEG OF THE WATER TANK AND ABOUT 2-1/2 FEET LOWER THAN THE
 LX4083'STATION MARK.
 LX4083'
 LX4083'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHILDREN 1966, SET IN
 LX4083'THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT FLUSH WITH
 LX4083'THE GROUND.  IT IS 60.4 SOUTHWEST OF THE WEST END OF A SOFTBALL
 LX4083'BACK STOP, 39 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER, 26
 LX4083'FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 14 FEET NORTHEAST
 LX4083'OF THE CENTER OF A PAVED ROAD.
 LX4083'
 LX4083'*TO REACH THE AZIMUTH MARK FROM CROSS STREET, TURN LEFT AND GO 0.1
 LX4083'MILE TO THE MARK ON THE LEFT.
 LX4083'
 LX4083'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 LX4083
 LX4083                          STATION RECOVERY (1975)
 LX4083
 LX4083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4083'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX4083'1966.  VIEW IS BLOCKED IN ALL DIRECTIONS BY TREES.  AZIMUTH MARK IS
 LX4083'NOT VISIBLE FROM STATION BUT COULD BE CLEARED.  STATION IS JUST
 LX4083'EAST OF A GROUP OF CONCRETE PEDESTALS, APPARENTLY AN OLD BUILDING
 LX4083'FOUNDATION.
 LX4083'
 LX4083'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4083'
 LX4083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4083'3/4-MILE SSW OF DOBBS FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4126 ***********************************************************************
 LX4126  DESIGNATION -  CHILDREN AZ 1
 LX4126  PID         -  LX4126
 LX4126  STATE/COUNTY-  NY/WESTCHESTER
 LX4126  USGS QUAD   -  WHITE PLAINS (1967)
 LX4126
 LX4126                         *CURRENT SURVEY CONTROL
 LX4126  ___________________________________________________________________
 LX4126* NAD 83(1996)-  41 01 00.46255(N)    073 52 09.71577(W)     ADJUSTED  
 LX4126* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 LX4126  ___________________________________________________________________
 LX4126  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 LX4126  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LX4126
 LX4126  HORZ ORDER  -  SECOND
 LX4126
 LX4126.The horizontal coordinates were established by classical geodetic methods
 LX4126.and adjusted by the National Geodetic Survey in January 1999..
 LX4126
 LX4126.The orthometric height was scaled from a topographic map.
 LX4126
 LX4126.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4126
 LX4126.The geoid height was determined by GEOID03.
 LX4126
 LX4126;                    North         East     Units Scale Factor Converg.
 LX4126;SPC NY E     -   242,604.118   203,039.927   MT  0.99993461   +0 24 50.0
 LX4126;SPC NY E     -   795,943.68    666,140.16   sFT  0.99993461   +0 24 50.0
 LX4126;UTM  18      - 4,541,237.101   595,064.820   MT  0.99971123   +0 44 31.4
 LX4126
 LX4126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4126!SPC NY E     -   0.99999599  x   0.99993461  =   0.99993060
 LX4126!UTM  18      -   0.99999599  x   0.99971123  =   0.99970722
 LX4126
 LX4126                          SUPERSEDED SURVEY CONTROL
 LX4126
 LX4126  NAD 83(1996)-  41 01 00.46313(N)    073 52 09.71646(W) AD(       ) 2
 LX4126  NAD 83(1992)-  41 01 00.46171(N)    073 52 09.71720(W) AD(       ) 2
 LX4126  NAD 83(1986)-  41 01 00.46461(N)    073 52 09.71562(W) AD(       ) 2
 LX4126  NAD 27      -  41 01 00.11600(N)    073 52 11.22754(W) AD(       ) 2
 LX4126
 LX4126.Superseded values are not recommended for survey control.
 LX4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4126.See file dsdata.txt to determine how the superseded data were derived.
 LX4126
 LX4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9506541237(NAD 83)
 LX4126_MARKER: Z = SEE DESCRIPTION
 LX4126_SETTING: 0 = UNSPECIFIED SETTING
 LX4126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4126
 LX4126  HISTORY     - Date     Condition        Report By
 LX4126  HISTORY     - 1965     MONUMENTED       NY-119
 LX4126
 LX4126                          STATION DESCRIPTION
 LX4126
 LX4126'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4126'POSITION DETERMINED BY TRAVERSE FROM STATION CHILDREN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4120 ***********************************************************************
 LX4120  DESIGNATION -  CHILDREN AZ 2
 LX4120  PID         -  LX4120
 LX4120  STATE/COUNTY-  NY/WESTCHESTER
 LX4120  USGS QUAD   -  WHITE PLAINS (1967)
 LX4120
 LX4120                         *CURRENT SURVEY CONTROL
 LX4120  ___________________________________________________________________
 LX4120* NAD 83(1996)-  41 00 56.82235(N)    073 52 04.54670(W)     ADJUSTED  
 LX4120* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 LX4120  ___________________________________________________________________
 LX4120  LAPLACE CORR-           7.78  (seconds)                    DEFLEC99
 LX4120  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LX4120
 LX4120  HORZ ORDER  -  SECOND
 LX4120
 LX4120.The horizontal coordinates were established by classical geodetic methods
 LX4120.and adjusted by the National Geodetic Survey in January 1999..
 LX4120
 LX4120.The orthometric height was scaled from a topographic map.
 LX4120
 LX4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4120
 LX4120.The geoid height was determined by GEOID03.
 LX4120
 LX4120;                    North         East     Units Scale Factor Converg.
 LX4120;SPC NY E     -   242,492.707   203,161.504   MT  0.99993477   +0 24 53.3
 LX4120;SPC NY E     -   795,578.16    666,539.03   sFT  0.99993477   +0 24 53.3
 LX4120;UTM  18      - 4,541,126.413   595,187.006   MT  0.99971151   +0 44 34.8
 LX4120
 LX4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4120!SPC NY E     -   0.99999599  x   0.99993477  =   0.99993076
 LX4120!UTM  18      -   0.99999599  x   0.99971151  =   0.99970750
 LX4120
 LX4120                          SUPERSEDED SURVEY CONTROL
 LX4120
 LX4120  NAD 83(1996)-  41 00 56.82294(N)    073 52 04.54739(W) AD(       ) 2
 LX4120  NAD 83(1992)-  41 00 56.82152(N)    073 52 04.54813(W) AD(       ) 2
 LX4120  NAD 83(1986)-  41 00 56.82440(N)    073 52 04.54656(W) AD(       ) 2
 LX4120  NAD 27      -  41 00 56.47593(N)    073 52 06.05848(W) AD(       ) 2
 LX4120
 LX4120.Superseded values are not recommended for survey control.
 LX4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4120.See file dsdata.txt to determine how the superseded data were derived.
 LX4120
 LX4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9518741126(NAD 83)
 LX4120_MARKER: DD = SURVEY DISK
 LX4120_SETTING: 0 = UNSPECIFIED SETTING
 LX4120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4120
 LX4120  HISTORY     - Date     Condition        Report By
 LX4120  HISTORY     - 1965     MONUMENTED       NY-119
 LX4120
 LX4120                          STATION DESCRIPTION
 LX4120
 LX4120'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4120'STATION CHILDREN AZ-2 IS THE CENTER MARK OF STANDARD BRONZE DISC
 LX4120'SET IN A POURED CONCRETE MONUMENT ON THE NORTHERLY SIDE OF
 LX4120'ASHFORD AVE OPPOSITE BELLWOOD AVENUE IN THE VILLAGE OF DOBBS FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4122 ***********************************************************************
 LX4122  DESIGNATION -  CHILDREN AZ 3
 LX4122  PID         -  LX4122
 LX4122  STATE/COUNTY-  NY/WESTCHESTER
 LX4122  USGS QUAD   -  WHITE PLAINS (1967)
 LX4122
 LX4122                         *CURRENT SURVEY CONTROL
 LX4122  ___________________________________________________________________
 LX4122* NAD 83(1996)-  41 01 21.61060(N)    073 51 47.45850(W)     ADJUSTED  
 LX4122* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 LX4122  ___________________________________________________________________
 LX4122  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 LX4122  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 LX4122
 LX4122  HORZ ORDER  -  SECOND
 LX4122
 LX4122.The horizontal coordinates were established by classical geodetic methods
 LX4122.and adjusted by the National Geodetic Survey in January 1999..
 LX4122
 LX4122.The orthometric height was scaled from a topographic map.
 LX4122
 LX4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4122
 LX4122.The geoid height was determined by GEOID03.
 LX4122
 LX4122;                    North         East     Units Scale Factor Converg.
 LX4122;SPC NY E     -   243,260.217   203,555.160   MT  0.99993529   +0 25 04.8
 LX4122;SPC NY E     -   798,096.23    667,830.55   sFT  0.99993529   +0 25 04.8
 LX4122;UTM  18      - 4,541,895.993   595,576.173   MT  0.99971243   +0 44 46.4
 LX4122
 LX4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4122!SPC NY E     -   0.99999442  x   0.99993529  =   0.99992971
 LX4122!UTM  18      -   0.99999442  x   0.99971243  =   0.99970685
 LX4122
 LX4122                          SUPERSEDED SURVEY CONTROL
 LX4122
 LX4122  NAD 83(1996)-  41 01 21.61119(N)    073 51 47.45920(W) AD(       ) 2
 LX4122  NAD 83(1992)-  41 01 21.60977(N)    073 51 47.45994(W) AD(       ) 2
 LX4122  NAD 83(1986)-  41 01 21.61264(N)    073 51 47.45838(W) AD(       ) 2
 LX4122  NAD 27      -  41 01 21.26368(N)    073 51 48.97025(W) AD(       ) 2
 LX4122
 LX4122.Superseded values are not recommended for survey control.
 LX4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4122.See file dsdata.txt to determine how the superseded data were derived.
 LX4122
 LX4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9557641896(NAD 83)
 LX4122_MARKER: Z = SEE DESCRIPTION
 LX4122_SETTING: 0 = UNSPECIFIED SETTING
 LX4122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4122
 LX4122  HISTORY     - Date     Condition        Report By
 LX4122  HISTORY     - 1965     MONUMENTED       NY-119
 LX4122
 LX4122                          STATION DESCRIPTION
 LX4122
 LX4122'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4122'POSITION DETERMINED BY TRAVERSE FROM STATION CHILDREN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4129 ***********************************************************************
 LX4129  DESIGNATION -  CHILDREN AZ 5
 LX4129  PID         -  LX4129
 LX4129  STATE/COUNTY-  NY/WESTCHESTER
 LX4129  USGS QUAD   -  WHITE PLAINS (1967)
 LX4129
 LX4129                         *CURRENT SURVEY CONTROL
 LX4129  ___________________________________________________________________
 LX4129* NAD 83(1996)-  41 00 47.84096(N)    073 50 39.37387(W)     ADJUSTED  
 LX4129* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LX4129  ___________________________________________________________________
 LX4129  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 LX4129  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 LX4129
 LX4129  HORZ ORDER  -  SECOND
 LX4129
 LX4129.The horizontal coordinates were established by classical geodetic methods
 LX4129.and adjusted by the National Geodetic Survey in January 1999..
 LX4129
 LX4129.The orthometric height was scaled from a topographic map.
 LX4129
 LX4129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4129
 LX4129.The geoid height was determined by GEOID03.
 LX4129
 LX4129;                    North         East     Units Scale Factor Converg.
 LX4129;SPC NY E     -   242,230.348   205,153.493   MT  0.99993743   +0 25 49.2
 LX4129;SPC NY E     -   794,717.40    673,074.42   sFT  0.99993743   +0 25 49.2
 LX4129;UTM  18      - 4,540,875.523   597,180.022   MT  0.99971623   +0 45 30.6
 LX4129
 LX4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4129!SPC NY E     -   0.99999629  x   0.99993743  =   0.99993372
 LX4129!UTM  18      -   0.99999629  x   0.99971623  =   0.99971252
 LX4129
 LX4129                          SUPERSEDED SURVEY CONTROL
 LX4129
 LX4129  NAD 83(1996)-  41 00 47.84155(N)    073 50 39.37456(W) AD(       ) 2
 LX4129  NAD 83(1992)-  41 00 47.84014(N)    073 50 39.37529(W) AD(       ) 2
 LX4129  NAD 83(1986)-  41 00 47.84303(N)    073 50 39.37382(W) AD(       ) 2
 LX4129  NAD 27      -  41 00 47.49260(N)    073 50 40.88713(W) AD(       ) 2
 LX4129
 LX4129.Superseded values are not recommended for survey control.
 LX4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4129.See file dsdata.txt to determine how the superseded data were derived.
 LX4129
 LX4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9718040876(NAD 83)
 LX4129_MARKER: Z = SEE DESCRIPTION
 LX4129_SETTING: 0 = UNSPECIFIED SETTING
 LX4129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4129
 LX4129  HISTORY     - Date     Condition        Report By
 LX4129  HISTORY     - 1965     MONUMENTED       CGS
 LX4129
 LX4129                          STATION DESCRIPTION
 LX4129
 LX4129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX4129'POSITION DETERMINED BY TRAVERSE FROM STATION CHILDREN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2096 ***********************************************************************
 OF2096  DESIGNATION -  CHILI
 OF2096  PID         -  OF2096
 OF2096  STATE/COUNTY-  NY/MONROE
 OF2096  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2096
 OF2096                         *CURRENT SURVEY CONTROL
 OF2096  ___________________________________________________________________
 OF2096* NAD 83(1996)-  43 05 53.41231(N)    077 43 42.51421(W)     ADJUSTED  
 OF2096* NAVD 88     -       179.28   (+/-2cm)     588.2    (feet)  VERTCON   
 OF2096  ___________________________________________________________________
 OF2096  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OF2096  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF2096
 OF2096  HORZ ORDER  -  FIRST
 OF2096  VERT ORDER  -  THIRD ? (See Below)
 OF2096
 OF2096.The horizontal coordinates were established by classical geodetic methods
 OF2096.and adjusted by the National Geodetic Survey in January 1999..
 OF2096
 OF2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2096.The vertical order pertains to the NGVD 29 superseded value.
 OF2096
 OF2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2096
 OF2096.The geoid height was determined by GEOID03.
 OF2096
 OF2096;                    North         East     Units Scale Factor Converg.
 OF2096;SPC NY W     -   344,430.147   419,590.631   MT  0.99999705   +0 35 02.8
 OF2096;SPC NY W     - 1,130,017.91  1,376,606.93   sFT  0.99999705   +0 35 02.8
 OF2096;UTM  18      - 4,775,330.269   277,955.089   MT  1.00020657   -1 51 54.0
 OF2096
 OF2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2096!SPC NY W     -   0.99997742  x   0.99999705  =   0.99997447
 OF2096!UTM  18      -   0.99997742  x   1.00020657  =   1.00018398
 OF2096
 OF2096:                Primary Azimuth Mark                     Grid Az
 OF2096:SPC NY W     -  ROCHESTER BROOKLEA CLUB TANK             026 35 06.1
 OF2096:UTM  18      -  ROCHESTER BROOKLEA CLUB TANK             029 02 02.9
 OF2096
 OF2096|---------------------------------------------------------------------|
 OF2096| PID    Reference Object                     Distance      Geod. Az  |
 OF2096|                                                           dddmmss.s |
 OF2096| OF2284 ROCHESTER BROOKLEA CLUB TANK        APPROX. 4.0 KM 0271008.9 |
 OF2096| OF2241 WEST KODAK STACK                    APPROX.13.2 KM 0303623.2 |
 OF2096| OF2273 ROCHESTER RADIO STATION WHEC TOWER  APPROX. 9.8 KM 0335304.5 |
 OF2096| OF2268 GATES CENTER WATER TANK 1939        APPROX. 7.6 KM 0434157.4 |
 OF2096| OF1855 ROCHESTER EASTMAN BLDG DOME         APPROX.11.3 KM 0514802.1 |
 OF2096| OF2125 CHILI 2                               8.058 METERS 06000     |
 OF2096| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 8.8 KM 0672919.0 |
 OF2096| OF1877 ROCHESTER TV STA WROC WHEC TWR      APPROX.12.5 KM 0702927.2 |
 OF2096| OF1926 ROCHESTER TV STA WOKR TOWER         APPROX.12.5 KM 0703603.6 |
 OF2096| DA1605 CHILI RM 1                           23.296 METERS 17937     |
 OF2096| OF2112 SCOTTSVILLE MUN TANK                APPROX. 8.0 KM 1893708.0 |
 OF2096| OF2128 537 NYGS 1969                       417.830 METERS 2403252.2 |
 OF2096| OF2426 CLEVELAND ALBANY AIRWAY BCN 24      APPROX. 7.3 KM 2572750.6 |
 OF2096| OF2467 CHURCHVILLE MUN WATER TANK          APPROX.12.7 KM 2742744.0 |
 OF2096| DA1606 CHILI RM 2                           27.900 METERS 28842     |
 OF2096| OF2130 538 NYGS 1969                       APPROX. 0.6 KM 3310738.8 |
 OF2096|---------------------------------------------------------------------|
 OF2096
 OF2096                          SUPERSEDED SURVEY CONTROL
 OF2096
 OF2096  NAD 83(1986)-  43 05 53.41927(N)    077 43 42.51264(W) AD(       ) 1
 OF2096  NAD 27      -  43 05 53.19638(N)    077 43 43.49616(W) AD(       ) 1
 OF2096  NGVD 29 (07/19/86)  179.46   (m)          588.8    (f) LEVELING    3  
 OF2096
 OF2096.Superseded values are not recommended for survey control.
 OF2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2096.See file dsdata.txt to determine how the superseded data were derived.
 OF2096
 OF2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7795575330(NAD 83)
 OF2096_MARKER: DS = TRIANGULATION STATION DISK
 OF2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2096
 OF2096  HISTORY     - Date     Condition        Report By
 OF2096  HISTORY     - 1939     MONUMENTED       CGS
 OF2096  HISTORY     - 1957     GOOD             CGS
 OF2096  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OF2096  HISTORY     - 1975     GOOD             NY-055
 OF2096
 OF2096                          STATION DESCRIPTION
 OF2096
 OF2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF2096'ABOUT 7-1/2 MILES EAST OF CHURCHVILLE, AND ABOUT 5 MILES NORTH
 OF2096'OF THE TOWN OF SCOTTSVILLE, AND ABOUT 0.6 MILE SOUTH OF STATE
 OF2096'HIGHWAY 198 ON THE HIGHEST PART OF A CULTIVATED HILL, AND IN A
 OF2096'NORTH-SOUTH FENCE LINE.
 OF2096'
 OF2096'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OF2096'DISKS SET IN CONCRETE.
 OF2096'ALL MARKS PROJECT 4 INCHES ABOVE THE SURFACE OF
 OF2096'THE GROUND.
 OF2096'
 OF2096'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND 2.0 FEET WEST
 OF2096'OF A NORTH-SOUTH FENCE.
 OF2096'
 OF2096'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 90 FEET WEST OF A
 OF2096'NORTH-SOUTH WIRE FENCE AND 9 FEET NORTH OF THE CENTER LINE OF A
 OF2096'LANE.
 OF2096'
 OF2096'537 (N.Y. GEOD. S.), IS USED AS AN AZIMUTH MARK.
 OF2096'A METAL SIGN U.S. MARKER IS 2 FEET WEST OF THE MARK.
 OF2096'
 OF2096'538 (N.Y. GEOD. S.), IS USED AS AN AZIMUTH MARK.
 OF2096'A METAL SIGN U.S. MARKER IS AT THE MARK.
 OF2096'
 OF2096'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 OF2096
 OF2096                          STATION RECOVERY (1957)
 OF2096
 OF2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OF2096'STATION MARK, REFERENCE MARK 1 AND 538 (N.Y. GEOD. S.) WERE
 OF2096'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR
 OF2096'BUT NOT FOUND.  THE MARK WAS PROBABLY LOST WHEN THE FIELD WAS
 OF2096'PLOWED AND CULTIVATED.
 OF2096'
 OF2096'STATION IS LOCATED ON THE HIGHEST PART OF A HILL ABOUT 0.6 MI.
 OF2096'S OF STATE HIGHWAY 252 A, 1.7 FT. W OF A 6-IN. TRIANGULAR
 OF2096'CONCRETE POST PROJECTING ABOUT 4-1/2 FT., AT THE E EDGE OF A
 OF2096'CULTIVATED FIELD, AND AT THE W EDGE OF A ROW OF BRUSH ALONG A
 OF2096'FENCE LINE, AND FLUSH WITH THE GROUND.
 OF2096'
 OF2096'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 A
 OF2096'AND STATE ROUTE 252 A (AT CHILI CENTER), GO 0.7 MI. E ON STATE
 OF2096'ROUTE 252 A TO THE INTERSECTION OF STATE ROUTES 252 AND 252 A
 OF2096'(ARCHER ROAD), TURN RIGHT AND GO 0.55 MI. S ON STATE ROUTE 252
 OF2096'(ARCHER ROAD) TO A FIELD ACCESS-DRIVE ON THE LEFT, TURN LEFT AND
 OF2096'DRIVE TO THE HIGHEST PART OF A CULTIVATED FIELD AND THE STATION
 OF2096'ON THE RIGHT.
 OF2096
 OF2096                          STATION RECOVERY (1969)
 OF2096
 OF2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2096'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 OF2096'RMS COULD NOT BE RECOVERED AND THE STATION MARK COULD NOT BE
 OF2096'OCCUPIED BECAUSE THE PROPERTY OWNER WOULD NOT GIVE PERMISSION TO
 OF2096'WALK ON HIS PROPERTY.
 OF2096'
 OF2096'A TRAVERSE TIE WAS MADE FROM THE NEW STATION THAT WAS ESTABLISHED
 OF2096'AT THIS TIME.  THE DISTANCE FROM CHILI 1939 TO CHILI 2 IS 8.0582
 OF2096'METERS OR 26.44 FT.
 OF2096
 OF2096                          STATION RECOVERY (1975)
 OF2096
 OF2096'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2096'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2125 ***********************************************************************
 OF2125  DESIGNATION -  CHILI 2
 OF2125  PID         -  OF2125
 OF2125  STATE/COUNTY-  NY/MONROE
 OF2125  USGS QUAD   -  WEST HENRIETTA (1978)
 OF2125
 OF2125                         *CURRENT SURVEY CONTROL
 OF2125  ___________________________________________________________________
 OF2125* NAD 83(1996)-  43 05 53.54288(N)    077 43 42.20563(W)     ADJUSTED  
 OF2125* NAVD 88     -       178.58   (+/-2cm)     585.9    (feet)  VERTCON   
 OF2125  ___________________________________________________________________
 OF2125  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OF2125  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OF2125
 OF2125  HORZ ORDER  -  FIRST
 OF2125  VERT ORDER  -  THIRD ? (See Below)
 OF2125
 OF2125.The horizontal coordinates were established by classical geodetic methods
 OF2125.and adjusted by the National Geodetic Survey in January 1999..
 OF2125
 OF2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2125.The vertical order pertains to the NGVD 29 superseded value.
 OF2125
 OF2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2125
 OF2125.The geoid height was determined by GEOID03.
 OF2125
 OF2125;                    North         East     Units Scale Factor Converg.
 OF2125;SPC NY W     -   344,434.247   419,597.567   MT  0.99999707   +0 35 03.0
 OF2125;SPC NY W     - 1,130,031.36  1,376,629.68   sFT  0.99999707   +0 35 03.0
 OF2125;UTM  18      - 4,775,334.069   277,962.196   MT  1.00020653   -1 51 53.8
 OF2125
 OF2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2125!SPC NY W     -   0.99997753  x   0.99999707  =   0.99997460
 OF2125!UTM  18      -   0.99997753  x   1.00020653  =   1.00018405
 OF2125
 OF2125:                Primary Azimuth Mark                     Grid Az
 OF2125:SPC NY W     -  GATES CENTER WATER TANK 1969             033 29 58.2
 OF2125:UTM  18      -  GATES CENTER WATER TANK 1969             035 56 55.0
 OF2125
 OF2125|---------------------------------------------------------------------|
 OF2125| PID    Reference Object                     Distance      Geod. Az  |
 OF2125|                                                           dddmmss.s |
 OF2125| OF2313 GATES CENTER WATER TANK 1969        APPROX. 6.0 KM 0340501.2 |
 OF2125| DA1607 CHILI 2 AZ MK                                      0534229.8 |
 OF2125| OF2102 ROCHESTER MUN AIRPORT BEACON        APPROX. 5.3 KM 0680612.8 |
 OF2125| OF2126 ROCHESTER RAD STA WHAM FM TWR       APPROX. 1.9 KM 1714726.9 |
 OF2125| DE4776 CHILI 2 RM 3                         23.321 METERS 19126     |
 OF2125| OF2096 CHILI                                 8.058 METERS 24000     |
 OF2125| DE4777 CHILI 2 RM 4                         22.905 METERS 34633     |
 OF2125|---------------------------------------------------------------------|
 OF2125
 OF2125                          SUPERSEDED SURVEY CONTROL
 OF2125
 OF2125  NAD 83(1986)-  43 05 53.54983(N)    077 43 42.20410(W) AD(       ) 1
 OF2125  NAD 27      -  43 05 53.32697(N)    077 43 43.18760(W) AD(       ) 1
 OF2125  NGVD 29 (07/19/86)  178.76   (m)          586.5    (f) LEVELING    3  
 OF2125
 OF2125.Superseded values are not recommended for survey control.
 OF2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2125.See file dsdata.txt to determine how the superseded data were derived.
 OF2125
 OF2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7796275334(NAD 83)
 OF2125_MARKER: DS = TRIANGULATION STATION DISK
 OF2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF2125
 OF2125  HISTORY     - Date     Condition        Report By
 OF2125  HISTORY     - 1969     MONUMENTED       CGS
 OF2125  HISTORY     - 1975     GOOD             NY-055
 OF2125
 OF2125                          STATION DESCRIPTION
 OF2125
 OF2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2125'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTH OF SCOTTSVILLE,
 OF2125'4-1/4 MILES NORTHEAST OF SOUTH CHILI, 3-3/4 MILES EAST OF WEST
 OF2125'CHILI, 1 MILE SOUTHEAST OF CHILI CENTER AND ON PROPERTY OWNED
 OF2125'BY MRS. FRANCIS JACOBS.
 OF2125'
 OF2125'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND
 OF2125'259 IN NORTH CHILI, GO SOUTH ON HIGHWAY 259 FOR 0.55 MILE TO A
 OF2125'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON KING ROAD FOR 1.2 MILES
 OF2125'TO A SIDE ROAD RIGHT AND WHERE THE ROAD NAME CHANGES TO PAUL
 OF2125'ROAD.  CONTINUE EAST ON PAUL ROAD FOR 0.9 MILE TO A CROSS
 OF2125'ROAD.  CONTINUE EAST ON PAUL ROAD FOR 0.7 MILE TO A CROSS
 OF2125'ROAD.  TURN RIGHT AND GO SOUTH ON ARCHER ROAD FOR 0.45 MILE TO
 OF2125'A RAILROAD CROSSING AND A SIDE ROAD LEFT.  TURN LEFT AND GO
 OF2125'EAST ON THE SOUTH SIDE OF THE TRACKS ON A GRAVELED ROAD FOR
 OF2125'0.35 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK
 OF2125'FROM HERE CONTINUE EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO
 OF2125'THE MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH ON A FIELD
 OF2125'ROAD FOR ABOUT 100 FEET TO A FIELD APPROACH ROAD RIGHT.  TURN
 OF2125'RIGHT AND GO WEST ACROSS THE NORTH EDGE OF A FIELD FOR 0.1 MILE
 OF2125'TO A ROW OF BUSHES AND TREES RUNNING NORTH AND SOUTH.
 OF2125'TURN LEFT AND GO SOUTH ON THE EAST SIDE OF THE BRUSH ROW FOR
 OF2125'0.15 MILE TO THE TOP OF A LOW HILL AND THE STATION AS
 OF2125'DESCRIBED.
 OF2125'
 OF2125'STATION MARK, STAMPED CHILI 2 1969 IS A STANDARD DISK SET IN A
 OF2125'ROUND CONCRETE MONUMENT THAT IS SET 14 INCHES BELOW THE GROUND
 OF2125'SURFACE.  IT IS 50 FEET NORTHEAST OF A TWIN TRUNKED TREE, 25
 OF2125'FEET NORTHEAST OF A TRIANGLE SHAPED CONCRETE POST, 18 FEET EAST
 OF2125'OF THE BRUSH ROW AND 18 FEET EAST OF A METAL WITNESS POST.
 OF2125'
 OF2125'CHILI 1939, STAMPED CHILI 1939 IS A STANDARD DISK SET IN A SQUARE
 OF2125'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 15 FEET SOUTH
 OF2125'OF A METAL WITNESS POST, 1.5 FEET WEST OF THE TRIANGLE SHAPED
 OF2125'CONCRETE POST AND 1 FOOT WEST OF THE BRUSH ROW.
 OF2125'
 OF2125'RM 3, STAMPED CHILI 2 NO 3 1969 IS A STANDARD DISK SET IN A
 OF2125'ROUND CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 29.5 FEET
 OF2125'SOUTH OF THE TWIN TRUNKED TREE, 2 FEET NORTH OF A METAL WITNESS
 OF2125'POST AND 1 FOOT EAST OF THE BRUSH ROW.
 OF2125'
 OF2125'RM 4, STAMPED CHILI 2 NO 4 1969 IS A STANDARD DISK SET IN A
 OF2125'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 34.5 FEET
 OF2125'NORTH OF A 3-INCH TREE, 2 FEET SOUTH OF A METAL WITNESS POST AND
 OF2125'1 FOOT EAST OF THE BRUSH ROW.
 OF2125'
 OF2125'AZ MK, STAMPED CHILI 2 1969 IS A STANDARD DISK SET IN A ROUND
 OF2125'CONCRETE MONUMENT MONUMENT THAT PROJECTS 3 INCHES.  IT IS 26
 OF2125'FEET NORTHWEST OF A TELEPHONE POLE, 21 FEET SOUTH OF THE SOUTH
 OF2125'RAIL OF THE RAILROAD TRACKS, 9.5 FEET SOUTH OF THE CENTER
 OF2125'OF THE GRAVELED ROAD AND 2 FEET WEST OF A METAL WITNESS POST.
 OF2125'
 OF2125'NOTE--NO MEASUREMENT BETWEEN RMS POSSIBLE AS THEY ARE OBSTRUCTED
 OF2125'BY THE BRUSH ROW.
 OF2125'
 OF2125'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OF2125
 OF2125                          STATION RECOVERY (1975)
 OF2125
 OF2125'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1975 (JEG)
 OF2125'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2454 ***********************************************************************
 OF2454  DESIGNATION -  CHILI CENTER STANDPIPE
 OF2454  PID         -  OF2454
 OF2454  STATE/COUNTY-  NY/MONROE
 OF2454  USGS QUAD   -  CLIFTON (1971)
 OF2454
 OF2454                         *CURRENT SURVEY CONTROL
 OF2454  ___________________________________________________________________
 OF2454* NAD 83(1996)-  43 06 54.18984(N)    077 45 03.71820(W)     ADJUSTED  
 OF2454* NAVD 88     -                                                        
 OF2454  ___________________________________________________________________
 OF2454  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 OF2454  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OF2454
 OF2454  HORZ ORDER  -  THIRD
 OF2454
 OF2454.The horizontal coordinates were established by classical geodetic methods
 OF2454.and adjusted by the National Geodetic Survey in January 1999..
 OF2454
 OF2454
 OF2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2454
 OF2454.The geoid height was determined by GEOID03.
 OF2454
 OF2454;                    North         East     Units Scale Factor Converg.
 OF2454;SPC NY W     -   346,287.144   417,735.752   MT  0.99999392   +0 34 07.9
 OF2454;SPC NY W     - 1,136,110.40  1,370,521.38   sFT  0.99999392   +0 34 07.9
 OF2454;UTM  18      - 4,777,265.262   276,180.888   MT  1.00021630   -1 52 51.7
 OF2454
 OF2454                          SUPERSEDED SURVEY CONTROL
 OF2454
 OF2454  NAD 83(1986)-  43 06 54.19679(N)    077 45 03.71642(W) AD(       ) 4
 OF2454  NAD 27      -  43 06 53.96952(N)    077 45 04.69488(W) AD(       ) 3
 OF2454
 OF2454.Superseded values are not recommended for survey control.
 OF2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2454.See file dsdata.txt to determine how the superseded data were derived.
 OF2454
 OF2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7618177265(NAD 83)
 OF2454_MARKER: 52 = STANDPIPE TANK
 OF2454
 OF2454  HISTORY     - Date     Condition        Report By
 OF2454  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2454
 OF2454                          STATION DESCRIPTION
 OF2454
 OF2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2454'THE STATION CHILI CENTER STANDPIPE, IS THE TOP CENTER OF THE
 OF2454'BROWN CYLINDRICAL TANK WHICH IS ABOUT 65 FEET IN HEIGHT.
 OF2454'
 OF2454'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF CHILI CENTER,
 OF2454'0.5 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 33A AND 251 AND
 OF2454'0.3 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 33A AND
 OF2454'BRASSER DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2073 ***********************************************************************
 PH2073  DESIGNATION -  CHIMNEY USLS
 PH2073  PID         -  PH2073
 PH2073  STATE/COUNTY-  NY/ST LAWRENCE
 PH2073  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2073
 PH2073                         *CURRENT SURVEY CONTROL
 PH2073  ___________________________________________________________________
 PH2073* NAD 83(1996)-  44 28 10.84065(N)    075 50 39.75574(W)     ADJUSTED  
 PH2073* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 PH2073  ___________________________________________________________________
 PH2073  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PH2073  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 PH2073
 PH2073  HORZ ORDER  -  THIRD
 PH2073
 PH2073.The horizontal coordinates were established by classical geodetic methods
 PH2073.and adjusted by the National Geodetic Survey in January 1999..
 PH2073
 PH2073.The orthometric height was scaled from a topographic map.
 PH2073
 PH2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2073
 PH2073.The geoid height was determined by GEOID03.
 PH2073
 PH2073;                    North         East     Units Scale Factor Converg.
 PH2073;SPC NY E     -   626,826.385    43,037.419   MT  1.00004066   -0 56 30.7
 PH2073;SPC NY E     - 2,056,512.90    141,198.60   sFT  1.00004066   -0 56 30.7
 PH2073;UTM  18      - 4,924,387.782   432,839.130   MT  0.99965547   -0 35 29.5
 PH2073
 PH2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2073!SPC NY E     -   0.99998921  x   1.00004066  =   1.00002987
 PH2073!UTM  18      -   0.99998921  x   0.99965547  =   0.99964469
 PH2073
 PH2073                          SUPERSEDED SURVEY CONTROL
 PH2073
 PH2073  NAD 83(1986)-  44 28 10.84730(N)    075 50 39.75851(W) AD(       ) 4
 PH2073  NAD 27      -  44 28 10.67000(N)    075 50 40.91100(W) AD(       ) 3
 PH2073
 PH2073.Superseded values are not recommended for survey control.
 PH2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2073.See file dsdata.txt to determine how the superseded data were derived.
 PH2073
 PH2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3283924388(NAD 83)
 PH2073_MARKER: DD = SURVEY DISK
 PH2073_SETTING: 66 = SET IN ROCK OUTCROP
 PH2073_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PH2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2073+STABILITY: POSITION/ELEVATION WELL
 PH2073
 PH2073  HISTORY     - Date     Condition        Report By
 PH2073  HISTORY     - 1872     MONUMENTED       USLS
 PH2073  HISTORY     - 1957     GOOD             IBC
 PH2073
 PH2073                          STATION DESCRIPTION
 PH2073
 PH2073'DESCRIBED BY US LAKE SURVEY 1872
 PH2073'LOCATED ABOUT 7-3/4 MILES NE OF ROCKPORT, ABOUT 1/2 MILE W OF BRIDGE
 PH2073'ISLAND, AND ABOUT 1/4 MILE FROM THE RIVER.  IT IS ON ROCK OUTCROP ON
 PH2073'THE SECOND RIDGE ABOVE BRIDGE ISLAND, ABOUT 325 FEET NE OF A
 PH2073'PROMINENT BARE ROCK KNOB, AND ON THE HIGHEST PART AND NEAR THE SW
 PH2073'CORNER OF THE ROCK OUTCROP.  IT IS 106 FEET NE OF A CLUMP OF CEDAR
 PH2073'TREES, 110 FEET ENE OF A CLUMP OF CHERRY TREES, AND 153 FEET SW OF A
 PH2073'WIRE FENCE.  THE ELEVATION ABOVE THE RIVER IS ABOUT 92 FEET.
 PH2073'
 PH2073'STATION MARK--A CROSS IN A BRONZE DISK BEARING THE NAME---U.S. LAKE
 PH2073'SURVEY---AND STAMPED---CHIMNEY 1872---.  IT WAS SET IN A DRILL HOLE IN
 PH2073'SOLID ROCK THAT MARKED THE STATION ESTABLISHED IN 1872.
 PH2073
 PH2073                          STATION RECOVERY (1957)
 PH2073
 PH2073'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2073'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1188 ***********************************************************************
 PH1188  DESIGNATION -  CHIP
 PH1188  PID         -  PH1188
 PH1188  STATE/COUNTY-  NY/ST LAWRENCE
 PH1188  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1188
 PH1188                         *CURRENT SURVEY CONTROL
 PH1188  ___________________________________________________________________
 PH1188* NAD 83(1986)-  44 27 30.     (N)    075 44 59.     (W)     SCALED    
 PH1188* NAVD 88     -        80.638  (meters)     264.56   (feet)  ADJUSTED  
 PH1188  ___________________________________________________________________
 PH1188  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 PH1188  DYNAMIC HT  -          80.630 (meters)     264.53  (feet)  COMP
 PH1188  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PH1188
 PH1188  VERT ORDER  -  FIRST     CLASS 0
 PH1188
 PH1188.The horizontal coordinates were scaled from a topographic map and have
 PH1188.an estimated accuracy of +/- 6 seconds.
 PH1188
 PH1188.The orthometric height was determined by differential leveling
 PH1188.and adjusted by the National Geodetic Survey in June 1991..
 PH1188
 PH1188.The geoid height was determined by GEOID03.
 PH1188
 PH1188.The dynamic height is computed by dividing the NAVD 88
 PH1188.geopotential number by the normal gravity value computed on the
 PH1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1188.degrees latitude (g = 980.6199 gals.).
 PH1188
 PH1188.The modeled gravity was interpolated from observed gravity values.
 PH1188
 PH1188;                    North         East    Units  Estimated Accuracy
 PH1188;SPC NY E     -   625,450.       50,550.      MT  (+/- 180 meters Scaled)
 PH1188
 PH1188                          SUPERSEDED SURVEY CONTROL
 PH1188
 PH1188  NGVD 29 (??/??/92)   80.77   (m)          265.0    (f) COMPUTED    1 0
 PH1188
 PH1188.Superseded values are not recommended for survey control.
 PH1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1188.See file dsdata.txt to determine how the superseded data were derived.
 PH1188
 PH1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ403230(NAD 83)
 PH1188_MARKER: B = BOLT
 PH1188_SETTING: 0 = UNSPECIFIED SETTING
 PH1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1188
 PH1188  HISTORY     - Date     Condition        Report By
 PH1188  HISTORY     - UNK      MONUMENTED       USLS
 PH1188  HISTORY     - 1969     GOOD             USLS
 PH1188
 PH1188                          STATION DESCRIPTION
 PH1188
 PH1188'DESCRIBED BY US LAKE SURVEY 1969
 PH1188'1.4 MI NE FROM CHIPPEWA BAY.
 PH1188'IS IN ST. LAWRENCE COUNTY, NEW YORK, ABOUT 1.4 MILES EAST AND
 PH1188'NORTHEAST ON HIGHWAY 12 OF THE COMMUNITY CLUB, (FORMERLY THE STONE
 PH1188'SCHOOLHOUSE) IN CHIPPEWA BAY, ON SOUTHEAST ABUTMENT OF BRIDGE OVER
 PH1188'CHIPPEWA CREEK, 17 FEET EAST OF CENTERLINE OF HIGHWAY 12, 16.6 FEET
 PH1188'NORTH OF SOUTH END OF ABUTMENT, 0.6 FEET FROM UPSTREAM FACE OF
 PH1188'ABUTMENT, BEING THE HIGHEST POINT ON TOP OF A 1/4-INCH BRASS BOLT SET
 PH1188'INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2051 ***********************************************************************
 PH2051  DESIGNATION -  CHIPPEWA USLS
 PH2051  PID         -  PH2051
 PH2051  STATE/COUNTY-  NY/ST LAWRENCE
 PH2051  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2051
 PH2051                         *CURRENT SURVEY CONTROL
 PH2051  ___________________________________________________________________
 PH2051* NAD 83(1996)-  44 28 07.65895(N)    075 47 15.47202(W)     ADJUSTED  
 PH2051* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PH2051  ___________________________________________________________________
 PH2051  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 PH2051  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 PH2051
 PH2051  HORZ ORDER  -  THIRD
 PH2051
 PH2051.The horizontal coordinates were established by classical geodetic methods
 PH2051.and adjusted by the National Geodetic Survey in January 1999..
 PH2051
 PH2051.The orthometric height was scaled from a topographic map.
 PH2051
 PH2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2051
 PH2051.The geoid height was determined by GEOID03.
 PH2051
 PH2051;                    North         East     Units Scale Factor Converg.
 PH2051;SPC NY E     -   626,655.527    47,550.726   MT  1.00002904   -0 54 07.5
 PH2051;SPC NY E     - 2,055,952.34    156,006.01   sFT  1.00002904   -0 54 07.5
 PH2051;UTM  18      - 4,924,244.577   437,351.669   MT  0.99964827   -0 33 06.4
 PH2051
 PH2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2051!SPC NY E     -   0.99999280  x   1.00002904  =   1.00002184
 PH2051!UTM  18      -   0.99999280  x   0.99964827  =   0.99964107
 PH2051
 PH2051:                Primary Azimuth Mark                     Grid Az
 PH2051:SPC NY E     -  169 SUB IBC                              270 46 38.7
 PH2051:UTM  18      -  169 SUB IBC                              270 25 37.6
 PH2051
 PH2051|---------------------------------------------------------------------|
 PH2051| PID    Reference Object                     Distance      Geod. Az  |
 PH2051|                                                           dddmmss.s |
 PH2051| PH2065 169 SUB IBC                         APPROX. 3.7 KM 2695231.2 |
 PH2051|---------------------------------------------------------------------|
 PH2051
 PH2051                          SUPERSEDED SURVEY CONTROL
 PH2051
 PH2051  NAD 83(1986)-  44 28 07.66561(N)    075 47 15.47408(W) AD(       ) 3
 PH2051  NAD 27      -  44 28 07.47600(N)    075 47 16.64400(W) AD(       ) 3
 PH2051
 PH2051.Superseded values are not recommended for survey control.
 PH2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2051.See file dsdata.txt to determine how the superseded data were derived.
 PH2051
 PH2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3735224245(NAD 83)
 PH2051_MARKER: DD = SURVEY DISK
 PH2051_SETTING: 80 = SET IN A BOULDER
 PH2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2051+STABILITY: SURFACE MOTION
 PH2051
 PH2051  HISTORY     - Date     Condition        Report By
 PH2051  HISTORY     - 1872     MONUMENTED       USLS
 PH2051  HISTORY     - 1957     GOOD             IBC
 PH2051
 PH2051                          STATION DESCRIPTION
 PH2051
 PH2051'DESCRIBED BY US LAKE SURVEY 1872
 PH2051'ON CHIPPEWA POINT ON THE SOUTH SHORE LINE OF THE ST LAWRENCE RIVER.
 PH2051'THE STATION IS ABOUT MIDWAY BETWEEN BLIND BAY AND THE SOUTH END OF
 PH2051'THE POINT AND ABOUT 100 FEET INLAND FROM THE RIVER.  IT IS ON THE
 PH2051'HIGHEST PART OF A ROCK BLUFF ON THE HIGHEST POINT OF LAND IN THE
 PH2051'VICINITY.  IT IS 7 FEET EAST OF THE WEST EDGE TO THE BLUFF.  THE
 PH2051'ELEVATION ABOVE LOW WATER DATUM OF THE RIVER IS 40 FEET.
 PH2051'
 PH2051'STATION MARK--A CROSS IN A BRONZE DISK MARKED---U.S. LAKE SURVEY---AND
 PH2051'STAMPED---CHIPPEWA---.  THE DISK IS SET IN THE DRILL HOLE IN SOLID
 PH2051'ROCK THAT MARKED THE STATION ESTABLISHED IN 1872.  THERE ARE TWO
 PH2051'REFERENCE MARKS, EACH CONSISTING OF A BRONZE DISK SIMILAR TO THE
 PH2051'STATION MARK BUT BEARING AN ARROW POINTING TOWARD THE STATION.  THE
 PH2051'REFERENCE MARKS ARE SET IN SOLID ROCK.
 PH2051
 PH2051                          STATION RECOVERY (1957)
 PH2051
 PH2051'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2051'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1187 ***********************************************************************
 PH1187  DESIGNATION -  CHIPPEWA VILLAGE
 PH1187  PID         -  PH1187
 PH1187  STATE/COUNTY-  NY/ST LAWRENCE
 PH1187  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1187
 PH1187                         *CURRENT SURVEY CONTROL
 PH1187  ___________________________________________________________________
 PH1187* NAD 83(1986)-  44 26 30.     (N)    075 45 26.     (W)     SCALED    
 PH1187* NAVD 88     -        88.514  (meters)     290.40   (feet)  ADJUSTED  
 PH1187  ___________________________________________________________________
 PH1187  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 PH1187  DYNAMIC HT  -          88.506 (meters)     290.37  (feet)  COMP
 PH1187  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 PH1187
 PH1187  VERT ORDER  -  FIRST     CLASS 0
 PH1187
 PH1187.The horizontal coordinates were scaled from a topographic map and have
 PH1187.an estimated accuracy of +/- 6 seconds.
 PH1187
 PH1187.The orthometric height was determined by differential leveling
 PH1187.and adjusted by the National Geodetic Survey in June 1991..
 PH1187
 PH1187.The geoid height was determined by GEOID03.
 PH1187
 PH1187.The dynamic height is computed by dividing the NAVD 88
 PH1187.geopotential number by the normal gravity value computed on the
 PH1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1187.degrees latitude (g = 980.6199 gals.).
 PH1187
 PH1187.The modeled gravity was interpolated from observed gravity values.
 PH1187
 PH1187;                    North         East    Units  Estimated Accuracy
 PH1187;SPC NY E     -   623,600.       49,920.      MT  (+/- 180 meters Scaled)
 PH1187
 PH1187                          SUPERSEDED SURVEY CONTROL
 PH1187
 PH1187  NGVD 29 (??/??/92)   88.643  (m)          290.82   (f) ADJ UNCH    1 0
 PH1187
 PH1187.Superseded values are not recommended for survey control.
 PH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1187.See file dsdata.txt to determine how the superseded data were derived.
 PH1187
 PH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ397212(NAD 83)
 PH1187_MARKER: B = BOLT
 PH1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1187_SP_SET: STONE
 PH1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1187+STABILITY: SURFACE MOTION
 PH1187
 PH1187  HISTORY     - Date     Condition        Report By
 PH1187  HISTORY     - UNK      MONUMENTED       USLS
 PH1187  HISTORY     - 1969     GOOD             USLS
 PH1187
 PH1187                          STATION DESCRIPTION
 PH1187
 PH1187'DESCRIBED BY US LAKE SURVEY 1969
 PH1187'IN CHIPPEWA BAY.
 PH1187'IS AT CHIPPEWAY BAY, ST. LAWRENCE COUNTY, NEW YORK, ON SOUTH SIDE OF
 PH1187'THE STREET, ON NORTH FACE OF THE FORMER SCHOOL DISTRICT NO. 11 STONE
 PH1187'SCHOOLHOUSE, 1.6 FEET FROM THE NORTHEAST CORNER, 3-1/2-FEET ABOVE
 PH1187'BEDROCK, BEING CENTER PUNCHMARK IN END OF 1/4-INCH BRASS BOLT SET INTO
 PH1187'THE STONE, WITH THE LETTERS US ON EITHER SIDE AND CV DIRECTLY ABOVE
 PH1187'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0858 ***********************************************************************
 MZ0858  DESIGNATION -  CHIS SQ=MP 141
 MZ0858  PID         -  MZ0858
 MZ0858  STATE/COUNTY-  NY/RENSSELAER
 MZ0858  USGS QUAD   -  TROY SOUTH (1980)
 MZ0858
 MZ0858                         *CURRENT SURVEY CONTROL
 MZ0858  ___________________________________________________________________
 MZ0858* NAD 83(1986)-  42 37 37.     (N)    073 44 41.     (W)     SCALED    
 MZ0858* NAVD 88     -         6.221  (meters)      20.41   (feet)  ADJUSTED  
 MZ0858  ___________________________________________________________________
 MZ0858  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ0858  DYNAMIC HT  -           6.219 (meters)      20.40  (feet)  COMP
 MZ0858  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 MZ0858
 MZ0858  VERT ORDER  -  FIRST     CLASS II
 MZ0858
 MZ0858.The horizontal coordinates were scaled from a topographic map and have
 MZ0858.an estimated accuracy of +/- 6 seconds.
 MZ0858
 MZ0858.The orthometric height was determined by differential leveling
 MZ0858.and adjusted by the National Geodetic Survey in June 1991..
 MZ0858
 MZ0858.The geoid height was determined by GEOID03.
 MZ0858
 MZ0858.The dynamic height is computed by dividing the NAVD 88
 MZ0858.geopotential number by the normal gravity value computed on the
 MZ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0858.degrees latitude (g = 980.6199 gals.).
 MZ0858
 MZ0858.The modeled gravity was interpolated from observed gravity values.
 MZ0858
 MZ0858;                    North         East    Units  Estimated Accuracy
 MZ0858;SPC NY E     -   421,510.      211,950.      MT  (+/- 180 meters Scaled)
 MZ0858
 MZ0858                          SUPERSEDED SURVEY CONTROL
 MZ0858
 MZ0858  NGVD 29 (??/??/92)    6.47   (m)           21.2    (f) COMPUTED    1 2
 MZ0858
 MZ0858.Superseded values are not recommended for survey control.
 MZ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0858.See file dsdata.txt to determine how the superseded data were derived.
 MZ0858
 MZ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN029201(NAD 83)
 MZ0858_MARKER: Q = CHISELED SQUARE
 MZ0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0858_SP_SET: MILEPOST
 MZ0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0858
 MZ0858  HISTORY     - Date     Condition        Report By
 MZ0858  HISTORY     - UNK      MONUMENTED       RBNF
 MZ0858  HISTORY     - 1955     GOOD             NGS
 MZ0858
 MZ0858                          STATION DESCRIPTION
 MZ0858
 MZ0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0858'0.35 MI S FROM RENSSELAER.
 MZ0858'ABOUT 0.35 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0858'OVERPASS OF U.S. HIGHWAYS 9 AND 20 OVER THE TRACKS AT RENSSELAER, A
 MZ0858'1-INCH OUTLINED SQUARE ON THE TOP OF BASE ON WEST SIDE OF MILE POST NY
 MZ0858'141, 25 FEET EAST OF EAST RAIL OF EAST TRACK, 46 FEET WEST OF
 MZ0858'SOUTHWEST CORNER OF SAVOL BLEACH COMPANY BUILDING AND ABOUT 1 1/2 FEET
 MZ0858'BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0707 ***********************************************************************
 NA0707  DESIGNATION -  CHISELED CIRCLE 5
 NA0707  PID         -  NA0707
 NA0707  STATE/COUNTY-  NY/DELAWARE
 NA0707  USGS QUAD   -  ARENA (1982)
 NA0707
 NA0707                         *CURRENT SURVEY CONTROL
 NA0707  ___________________________________________________________________
 NA0707* NAD 83(1986)-  42 07 23.     (N)    074 40 26.     (W)     SCALED    
 NA0707* NAVD 88     -       395.043  (meters)    1296.07   (feet)  ADJUSTED  
 NA0707  ___________________________________________________________________
 NA0707  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 NA0707  DYNAMIC HT  -         394.904 (meters)    1295.61  (feet)  COMP
 NA0707  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 NA0707
 NA0707  VERT ORDER  -  SECOND    CLASS II
 NA0707
 NA0707.The horizontal coordinates were scaled from a topographic map and have
 NA0707.an estimated accuracy of +/- 6 seconds.
 NA0707
 NA0707.The orthometric height was determined by differential leveling
 NA0707.and adjusted by the National Geodetic Survey in June 1991..
 NA0707
 NA0707.The geoid height was determined by GEOID03.
 NA0707
 NA0707.The dynamic height is computed by dividing the NAVD 88
 NA0707.geopotential number by the normal gravity value computed on the
 NA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0707.degrees latitude (g = 980.6199 gals.).
 NA0707
 NA0707.The modeled gravity was interpolated from observed gravity values.
 NA0707
 NA0707;                    North         East    Units  Estimated Accuracy
 NA0707;SPC NY E     -   365,280.      135,620.      MT  (+/- 180 meters Scaled)
 NA0707
 NA0707                          SUPERSEDED SURVEY CONTROL
 NA0707
 NA0707  NGVD 29 (??/??/92)  395.216  (m)         1296.64   (f) ADJ UNCH    2 0
 NA0707
 NA0707.Superseded values are not recommended for survey control.
 NA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0707.See file dsdata.txt to determine how the superseded data were derived.
 NA0707
 NA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM269634(NAD 83)
 NA0707_MARKER: X = CHISELED CROSS
 NA0707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA0707_SP_SET: BRIDGE ABUTMENT
 NA0707_MARK LOGO: NONE  
 NA0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0707
 NA0707  HISTORY     - Date     Condition        Report By
 NA0707  HISTORY     - UNK      MONUMENTED       DLWRR
 NA0707  HISTORY     - 1934     GOOD             NGS
 NA0707  HISTORY     - 2003     GOOD             NYDT
 NA0707
 NA0707                          STATION DESCRIPTION
 NA0707
 NA0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA0707'2.1 MI S FROM MARGARETVILLE.
 NA0707'ON THE DELAWARE AND NORTHERN RAILWAY, 0.2 MILE NORTH OF STATION AT
 NA0707'DUNRAVEN, ON THE WEST END OF THE NORTH ABUTMENT OF DELAWARE AND
 NA0707'NORTHERN RAILWAY BRIDGE NO. 5, 2 YARDS WEST OF WEST RAIL, LEVEL WITH
 NA0707'THE BASE OF THE RAILS.
 NA0707
 NA0707                          STATION RECOVERY (2003)
 NA0707
 NA0707'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 NA0707'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1510 ***********************************************************************
 KU1510  DESIGNATION -  CHISELED CROSS
 KU1510  PID         -  KU1510
 KU1510  STATE/COUNTY-  NY/NASSAU
 KU1510  USGS QUAD   -  LAWRENCE (1979)
 KU1510
 KU1510                         *CURRENT SURVEY CONTROL
 KU1510  ___________________________________________________________________
 KU1510* NAD 83(1986)-  40 35 37.     (N)    073 39 37.     (W)     SCALED    
 KU1510* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 KU1510  ___________________________________________________________________
 KU1510  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KU1510  DYNAMIC HT  -           1.344 (meters)       4.41  (feet)  COMP
 KU1510  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 KU1510
 KU1510  VERT ORDER  -  SECOND    CLASS 0
 KU1510
 KU1510.The horizontal coordinates were scaled from a topographic map and have
 KU1510.an estimated accuracy of +/- 6 seconds.
 KU1510
 KU1510.The orthometric height was determined by differential leveling
 KU1510.and adjusted by the National Geodetic Survey in June 1991..
 KU1510
 KU1510.The geoid height was determined by GEOID03.
 KU1510
 KU1510.The dynamic height is computed by dividing the NAVD 88
 KU1510.geopotential number by the normal gravity value computed on the
 KU1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1510.degrees latitude (g = 980.6199 gals.).
 KU1510
 KU1510.The modeled gravity was interpolated from observed gravity values.
 KU1510
 KU1510;                    North         East    Units  Estimated Accuracy
 KU1510;SPC NY L     -    47,470.      328,760.      MT  (+/- 180 meters Scaled)
 KU1510
 KU1510                          SUPERSEDED SURVEY CONTROL
 KU1510
 KU1510  NGVD 29 (??/??/92)    1.69   (m)            5.5    (f) COMPUTED    2 0
 KU1510
 KU1510.Superseded values are not recommended for survey control.
 KU1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1510.See file dsdata.txt to determine how the superseded data were derived.
 KU1510
 KU1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK133945(NAD 83)
 KU1510_MARKER: X = CHISELED CROSS
 KU1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1510_SP_SET: CONC WALL
 KU1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1510
 KU1510  HISTORY     - Date     Condition        Report By
 KU1510  HISTORY     - UNK      MONUMENTED       RBNF
 KU1510  HISTORY     - 1932     GOOD             NGS
 KU1510  HISTORY     - 1950     GOOD             NGS
 KU1510
 KU1510                          STATION DESCRIPTION
 KU1510
 KU1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1510'AT LONG BEACH.
 KU1510'AT LONG BEACH, NASSAU COUNTY, ON WATER STREET, AT THE CITY
 KU1510'WATERWORKS, 70 FEET NORTHEAST OF A LARGE BLACK STEEL STANDPIPE
 KU1510'WITH A CONICAL TOP, AT THE BASE OF A 150-FOOT GRAY STEEL WATER
 KU1510'TANK, BETWEEN THE FIRST AND SECOND LEGS NORTHWEST OF THE LEG
 KU1510'SUPPORTING A STEEL LADDER LEADING TO THE TOP OF THE TANK, ON
 KU1510'THE CENTER OF THE TOP OF A CONCRETE WALL CONNECTING THE SQUARE
 KU1510'FOOTINGS AT THE BASE OF THE LEGS, 5 FEET SOUTHEAST OF THE
 KU1510'NORTHEAST LEG, AND LEVEL WITH THE GROUND.
 KU1510
 KU1510                          STATION RECOVERY (1950)
 KU1510
 KU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KU1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0708 ***********************************************************************
 NA0708  DESIGNATION -  CHISELED CROSS NO. 5
 NA0708  PID         -  NA0708
 NA0708  STATE/COUNTY-  NY/DELAWARE
 NA0708  USGS QUAD   -  ARENA (1982)
 NA0708
 NA0708                         *CURRENT SURVEY CONTROL
 NA0708  ___________________________________________________________________
 NA0708* NAD 83(1986)-  42 07 25.     (N)    074 40 24.     (W)     SCALED    
 NA0708* NAVD 88     -       395.041  (meters)    1296.06   (feet)  ADJUSTED  
 NA0708  ___________________________________________________________________
 NA0708  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 NA0708  DYNAMIC HT  -         394.902 (meters)    1295.61  (feet)  COMP
 NA0708  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 NA0708
 NA0708  VERT ORDER  -  SECOND    CLASS 0
 NA0708
 NA0708.The horizontal coordinates were scaled from a topographic map and have
 NA0708.an estimated accuracy of +/- 6 seconds.
 NA0708
 NA0708.The orthometric height was determined by differential leveling
 NA0708.and adjusted by the National Geodetic Survey in June 1991..
 NA0708
 NA0708.The geoid height was determined by GEOID03.
 NA0708
 NA0708.The dynamic height is computed by dividing the NAVD 88
 NA0708.geopotential number by the normal gravity value computed on the
 NA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0708.degrees latitude (g = 980.6199 gals.).
 NA0708
 NA0708.The modeled gravity was interpolated from observed gravity values.
 NA0708
 NA0708;                    North         East    Units  Estimated Accuracy
 NA0708;SPC NY E     -   365,340.      135,670.      MT  (+/- 180 meters Scaled)
 NA0708
 NA0708                          SUPERSEDED SURVEY CONTROL
 NA0708
 NA0708  NGVD 29 (??/??/92)  395.21   (m)         1296.6    (f) COMPUTED    2 0
 NA0708
 NA0708.Superseded values are not recommended for survey control.
 NA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0708.See file dsdata.txt to determine how the superseded data were derived.
 NA0708
 NA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM270635(NAD 83)
 NA0708_MARKER: X = CHISELED CROSS
 NA0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0708_SP_SET: BRIDGE
 NA0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0708
 NA0708  HISTORY     - Date     Condition        Report By
 NA0708  HISTORY     - UNK      MONUMENTED       DLWRR
 NA0708  HISTORY     - 1934     GOOD             NGS
 NA0708
 NA0708                          STATION DESCRIPTION
 NA0708
 NA0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NA0708'2.1 MI S FROM MARGARETVILLE.
 NA0708'ON THE DELAWARE AND NORTHERN RAILWAY, 0.2 MILE NORTH OF THE STATION
 NA0708'AT DUNRAVEN, ON THE EAST END OF THE NORTH ABUTMENT OF DELAWARE AND
 NA0708'NORTHERN RAILWAY BRIDGE NO. 5, 3 YARDS EAST OF EAST RAIL, 2 FEET
 NA0708'BELOW THE BASE OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0541 ***********************************************************************
 NC0541  DESIGNATION -  CHISELED CROSS NYCRR
 NC0541  PID         -  NC0541
 NC0541  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0541  USGS QUAD   -  BROCTON (1979)
 NC0541
 NC0541                         *CURRENT SURVEY CONTROL
 NC0541  ___________________________________________________________________
 NC0541* NAD 83(1986)-  42 23 37.     (N)    079 27 19.     (W)     SCALED    
 NC0541* NAVD 88     -       209.889  (meters)     688.61   (feet)  ADJUSTED  
 NC0541  ___________________________________________________________________
 NC0541  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NC0541  DYNAMIC HT  -         209.818 (meters)     688.38  (feet)  COMP
 NC0541  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 NC0541
 NC0541  VERT ORDER  -  FIRST     CLASS II
 NC0541
 NC0541.The horizontal coordinates were scaled from a topographic map and have
 NC0541.an estimated accuracy of +/- 6 seconds.
 NC0541
 NC0541.The orthometric height was determined by differential leveling
 NC0541.and adjusted by the National Geodetic Survey in November 1993..
 NC0541
 NC0541.The geoid height was determined by GEOID03.
 NC0541
 NC0541.The dynamic height is computed by dividing the NAVD 88
 NC0541.geopotential number by the normal gravity value computed on the
 NC0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0541.degrees latitude (g = 980.6199 gals.).
 NC0541
 NC0541.The modeled gravity was interpolated from observed gravity values.
 NC0541
 NC0541;                    North         East    Units  Estimated Accuracy
 NC0541;SPC NY W     -   266,180.      278,210.      MT  (+/- 180 meters Scaled)
 NC0541
 NC0541                          SUPERSEDED SURVEY CONTROL
 NC0541
 NC0541  NAVD 88 (??/??/92)  209.858  (m)          688.51   (f) POSTED      3  
 NC0541  NGVD 29 (??/??/92)  210.04   (m)          689.1    (f) COMPUTED    1 2
 NC0541
 NC0541.Superseded values are not recommended for survey control.
 NC0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0541.See file dsdata.txt to determine how the superseded data were derived.
 NC0541
 NC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG271946(NAD 83)
 NC0541_MARKER: X = CHISELED CROSS
 NC0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0541_SP_SET: CONCRETE BASE
 NC0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0541
 NC0541  HISTORY     - Date     Condition        Report By
 NC0541  HISTORY     - UNK      MONUMENTED       NYCRR
 NC0541  HISTORY     - 1934     GOOD             NGS
 NC0541  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0541
 NC0541                          STATION DESCRIPTION
 NC0541
 NC0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NC0541'0.3 MI W FROM BROCTON.
 NC0541'ON THE ERIE DIVISION OF THE NEW YORK CENTRAL RAILROAD.  ON THE
 NC0541'SOUTHWEST CORNER OF THE CONCRETE BASE SIGNAL NO. 51-1 AND 51-3 4 FEET
 NC0541'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  1 FOOT BELOW THE LEVEL OF
 NC0541'TOP OF RAIL.
 NC0541
 NC0541                          STATION RECOVERY (1983)
 NC0541
 NC0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0541'NOT RECOVERED, THE BASE OF THE SIGNAL LOOKS NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0409 ***********************************************************************
 NB0409  DESIGNATION -  CHISELED CROSS STATE CLVR
 NB0409  PID         -  NB0409
 NB0409  STATE/COUNTY-  NY/TOMPKINS
 NB0409  USGS QUAD   -  ITHACA WEST (1978)
 NB0409
 NB0409                         *CURRENT SURVEY CONTROL
 NB0409  ___________________________________________________________________
 NB0409* NAD 83(1986)-  42 29 50.     (N)    076 30 52.     (W)     SCALED    
 NB0409* NAVD 88     -       118.132  (meters)     387.57   (feet)  ADJUSTED  
 NB0409  ___________________________________________________________________
 NB0409  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NB0409  DYNAMIC HT  -         118.091 (meters)     387.44  (feet)  COMP
 NB0409  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 NB0409
 NB0409  VERT ORDER  -  SECOND    CLASS 0
 NB0409
 NB0409.The horizontal coordinates were scaled from a topographic map and have
 NB0409.an estimated accuracy of +/- 6 seconds.
 NB0409
 NB0409.The orthometric height was determined by differential leveling
 NB0409.and adjusted by the National Geodetic Survey in June 1991..
 NB0409
 NB0409.The geoid height was determined by GEOID03.
 NB0409
 NB0409.The dynamic height is computed by dividing the NAVD 88
 NB0409.geopotential number by the normal gravity value computed on the
 NB0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0409.degrees latitude (g = 980.6199 gals.).
 NB0409
 NB0409.The modeled gravity was interpolated from observed gravity values.
 NB0409
 NB0409;                    North         East    Units  Estimated Accuracy
 NB0409;SPC NY C     -   277,320.      255,660.      MT  (+/- 180 meters Scaled)
 NB0409
 NB0409                          SUPERSEDED SURVEY CONTROL
 NB0409
 NB0409  NGVD 29 (??/??/92)  118.30   (m)          388.1    (f) COMPUTED    2 0
 NB0409
 NB0409.Superseded values are not recommended for survey control.
 NB0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0409.See file dsdata.txt to determine how the superseded data were derived.
 NB0409
 NB0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN755060(NAD 83)
 NB0409_MARKER: X = CHISELED CROSS
 NB0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0409_SP_SET: BRIDGE ABUTMENT
 NB0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0409
 NB0409  HISTORY     - Date     Condition        Report By
 NB0409  HISTORY     - UNK      MONUMENTED       LVRR
 NB0409  HISTORY     - 1933     GOOD             NGS
 NB0409  HISTORY     - 20060728 MARK NOT FOUND   USPSQD
 NB0409
 NB0409                          STATION DESCRIPTION
 NB0409
 NB0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NB0409'4.5 MI N FROM ITHACA.
 NB0409'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., ON R.R.
 NB0409'BRIDGE NO. A-311, A CHISELED CROSS IN NORTH WEST CORNER OF SOUTH
 NB0409'ABUTMENT.
 NB0409
 NB0409                          STATION RECOVERY (2006)
 NB0409
 NB0409'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 NB0409'MANY OF THE RAIL ROAD BRIDGES HAVE BEEN REPLACED WITH CULVERTS. THERE
 NB0409'IS NO BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1503 ***********************************************************************
 OE1503  DESIGNATION -  CHISELED SQUARE
 OE1503  PID         -  OE1503
 OE1503  STATE/COUNTY-  NY/JEFFERSON
 OE1503  USGS QUAD   -  CARTHAGE (1980)
 OE1503
 OE1503                         *CURRENT SURVEY CONTROL
 OE1503  ___________________________________________________________________
 OE1503* NAD 83(1986)-  43 57 03.     (N)    075 36 02.     (W)     SCALED    
 OE1503* NAVD 88     -       226.103  (meters)     741.81   (feet)  POSTED    
 OE1503  ___________________________________________________________________
 OE1503  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 OE1503  DYNAMIC HT  -         226.060 (meters)     741.67  (feet)  COMP
 OE1503  MODELED GRAV-     980,425.4   (mgal)                       NAVD 88
 OE1503
 OE1503  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OE1503
 OE1503.The horizontal coordinates were scaled from a topographic map and have
 OE1503.an estimated accuracy of +/- 6 seconds.
 OE1503
 OE1503.The orthometric height was determined by differential leveling
 OE1503.and adjusted by the National Geodetic Survey in 1992..
 OE1503.No vertical observational check was made to the station.
 OE1503.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OE1503.was located on a no-check spur therefore a value was not computed.
 OE1503
 OE1503.The geoid height was determined by GEOID03.
 OE1503
 OE1503.The dynamic height is computed by dividing the NAVD 88
 OE1503.geopotential number by the normal gravity value computed on the
 OE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1503.degrees latitude (g = 980.6199 gals.).
 OE1503
 OE1503.The modeled gravity was interpolated from observed gravity values.
 OE1503
 OE1503;                    North         East    Units  Estimated Accuracy
 OE1503;SPC NY C     -   439,270.      328,890.      MT  (+/- 180 meters Scaled)
 OE1503
 OE1503                          SUPERSEDED SURVEY CONTROL
 OE1503
 OE1503  NGVD 29 (??/??/92)  226.21   (m)          742.2    (f) COMPUTED    2 0
 OE1503
 OE1503.Superseded values are not recommended for survey control.
 OE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1503.See file dsdata.txt to determine how the superseded data were derived.
 OE1503
 OE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP518665(NAD 83)
 OE1503_MARKER: Q = CHISELED SQUARE
 OE1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1503_SP_SET: CULVERT
 OE1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1503
 OE1503  HISTORY     - Date     Condition        Report By
 OE1503  HISTORY     - UNK      MONUMENTED       NYCRR
 OE1503  HISTORY     - 1933     GOOD             NGS
 OE1503  HISTORY     - 1935     GOOD             NGS
 OE1503
 OE1503                          STATION DESCRIPTION
 OE1503
 OE1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OE1503'2 MI SE FROM CARTHAGE.
 OE1503'ON THE BLACK RIVER BRANCH OF THE N.Y.C.R.R., 250 FT. NORTH WEST OF
 OE1503'MILE POST U 72, ON A CATTLE PASS, IN SOUTH WEST HEAD WALL, 18 FT.
 OE1503'SOUTH WEST OF CENTER LINE OF TRACK, 1 FT. BELOW THE BASE OF THE RAIL,
 OE1503'IN SOUTH EAST END OF SAID CATTLE PASS AND IN THE MIDDLE OF SAID
 OE1503'HEADWALL.
 OE1503
 OE1503                          STATION RECOVERY (1935)
 OE1503
 OE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 OE1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0273 ***********************************************************************
 LY0273  DESIGNATION -  CHISELED SQUARE
 LY0273  PID         -  LY0273
 LY0273  STATE/COUNTY-  NY/ORANGE
 LY0273  USGS QUAD   -  CORNWALL (1981)
 LY0273
 LY0273                         *CURRENT SURVEY CONTROL
 LY0273  ___________________________________________________________________
 LY0273* NAD 83(1986)-  41 27 48.     (N)    074 01 00.     (W)     SCALED    
 LY0273* NAVD 88     -         3.702  (meters)      12.15   (feet)  ADJUSTED  
 LY0273  ___________________________________________________________________
 LY0273  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LY0273  DYNAMIC HT  -           3.700 (meters)      12.14  (feet)  COMP
 LY0273  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 LY0273
 LY0273  VERT ORDER  -  SECOND    CLASS 0
 LY0273
 LY0273.The horizontal coordinates were scaled from a topographic map and have
 LY0273.an estimated accuracy of +/- 6 seconds.
 LY0273
 LY0273.The orthometric height was determined by differential leveling
 LY0273.and adjusted by the National Geodetic Survey in June 1991..
 LY0273
 LY0273.The geoid height was determined by GEOID03.
 LY0273
 LY0273.The dynamic height is computed by dividing the NAVD 88
 LY0273.geopotential number by the normal gravity value computed on the
 LY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0273.degrees latitude (g = 980.6199 gals.).
 LY0273
 LY0273.The modeled gravity was interpolated from observed gravity values.
 LY0273
 LY0273;                    North         East    Units  Estimated Accuracy
 LY0273;SPC NY E     -   292,110.      190,380.      MT  (+/- 180 meters Scaled)
 LY0273
 LY0273                          SUPERSEDED SURVEY CONTROL
 LY0273
 LY0273  NGVD 29 (??/??/92)    3.986  (m)           13.08   (f) ADJ UNCH    2 0
 LY0273
 LY0273.Superseded values are not recommended for survey control.
 LY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0273.See file dsdata.txt to determine how the superseded data were derived.
 LY0273
 LY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL821906(NAD 83)
 LY0273_MARKER: Q = CHISELED SQUARE
 LY0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0273_SP_SET: BRIDGE FOUNDATION
 LY0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0273
 LY0273  HISTORY     - Date     Condition        Report By
 LY0273  HISTORY     - UNK      MONUMENTED       CGS
 LY0273  HISTORY     - 1933     GOOD             NGS
 LY0273  HISTORY     - 1942     GOOD             NGS
 LY0273
 LY0273                          STATION DESCRIPTION
 LY0273
 LY0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0273'1.8 MI N FROM CORNWALL.
 LY0273'1.8 MILES NORTH ALONG THE WEST SHORE ROUTE OF THE NEW YORK
 LY0273'CENTRAL RAILROAD FROM THE STATION AT CORNWALL, ORANGE COUNTY, 10
 LY0273'FEET SOUTH OF MILEPOST NY 54, AT OVERHEAD HIGHWAY BRIDGE NO. 65,
 LY0273'ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION,
 LY0273'3 YARDS WEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK, AND
 LY0273'ABOUT 2 FEET HIGHER THAN THE TRACK.  A CHISELED SQUARE.
 LY0273
 LY0273                          STATION RECOVERY (1942)
 LY0273
 LY0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1455 ***********************************************************************
 KU1455  DESIGNATION -  CHISELED SQUARE
 KU1455  PID         -  KU1455
 KU1455  STATE/COUNTY-  NY/NASSAU
 KU1455  USGS QUAD   -  LYNBROOK (1969)
 KU1455
 KU1455                         *CURRENT SURVEY CONTROL
 KU1455  ___________________________________________________________________
 KU1455* NAD 83(1986)-  40 39 57.     (N)    073 43 47.     (W)     SCALED    
 KU1455* NAVD 88     -         5.144  (meters)      16.88   (feet)  ADJUSTED  
 KU1455  ___________________________________________________________________
 KU1455  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1455  DYNAMIC HT  -           5.142 (meters)      16.87  (feet)  COMP
 KU1455  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 KU1455
 KU1455  VERT ORDER  -  SECOND    CLASS 0
 KU1455
 KU1455.The horizontal coordinates were scaled from a topographic map and have
 KU1455.an estimated accuracy of +/- 6 seconds.
 KU1455
 KU1455.The orthometric height was determined by differential leveling
 KU1455.and adjusted by the National Geodetic Survey in June 1991..
 KU1455
 KU1455.The geoid height was determined by GEOID03.
 KU1455
 KU1455.The dynamic height is computed by dividing the NAVD 88
 KU1455.geopotential number by the normal gravity value computed on the
 KU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1455.degrees latitude (g = 980.6199 gals.).
 KU1455
 KU1455.The modeled gravity was interpolated from observed gravity values.
 KU1455
 KU1455;                    North         East    Units  Estimated Accuracy
 KU1455;SPC NY L     -    55,470.      322,850.      MT  (+/- 180 meters Scaled)
 KU1455
 KU1455                          SUPERSEDED SURVEY CONTROL
 KU1455
 KU1455  NGVD 29 (??/??/92)    5.481  (m)           17.98   (f) ADJ UNCH    2 0
 KU1455
 KU1455.Superseded values are not recommended for survey control.
 KU1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1455.See file dsdata.txt to determine how the superseded data were derived.
 KU1455
 KU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL073024(NAD 83)
 KU1455_MARKER: Q = CHISELED SQUARE
 KU1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1455_SP_SET: SEMAPHORE BASE
 KU1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1455
 KU1455  HISTORY     - Date     Condition        Report By
 KU1455  HISTORY     - UNK      MONUMENTED       RBNF
 KU1455  HISTORY     - 1932     GOOD             NGS
 KU1455  HISTORY     - 1935     GOOD             NGS
 KU1455
 KU1455                          STATION DESCRIPTION
 KU1455
 KU1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1455'0.3 MI E FROM ROSEDALE.
 KU1455'IN NASSAU COUNTY, 0.3 MILE EAST ALONG THE LONG ISLAND RAILROAD
 KU1455'FROM THE STATION AT ROSEDALE, QUEENS COUNTY, 200 FEET NORTHEAST
 KU1455'OF SUNRISE HIGHWAY (STATE HIGHWAY 27), AT THE CROSSING OF OCEAN
 KU1455'AVENUE (HOOK CREEK BOULEVARD), 25 FEET SOUTHEAST OF THE CENTERLINE
 KU1455'OF THE AVENUE, 10 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KU1455'NORTHEAST TRACK, ON THE NORTH CORNER OF A SEMAPHORE BASE, AND 1
 KU1455'FOOT ABOVE THE GROUND.
 KU1455
 KU1455                          STATION RECOVERY (1935)
 KU1455
 KU1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0576 ***********************************************************************
 PG0576  DESIGNATION -  CHISELED SQUARE
 PG0576  PID         -  PG0576
 PG0576  STATE/COUNTY-  NY/CLINTON
 PG0576  USGS QUAD   -  CHAMPLAIN (1966)
 PG0576
 PG0576                         *CURRENT SURVEY CONTROL
 PG0576  ___________________________________________________________________
 PG0576* NAD 83(1986)-  44 59 36.     (N)    073 27 57.     (W)     SCALED    
 PG0576* NAVD 88     -        50.387  (meters)     165.31   (feet)  ADJUSTED  
 PG0576  ___________________________________________________________________
 PG0576  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PG0576  DYNAMIC HT  -          50.386 (meters)     165.31  (feet)  COMP
 PG0576  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 PG0576
 PG0576  VERT ORDER  -  FIRST     CLASS II
 PG0576
 PG0576.The horizontal coordinates were scaled from a topographic map and have
 PG0576.an estimated accuracy of +/- 6 seconds.
 PG0576
 PG0576.The orthometric height was determined by differential leveling
 PG0576.and adjusted by the National Geodetic Survey in June 1991..
 PG0576
 PG0576.The geoid height was determined by GEOID03.
 PG0576
 PG0576.The dynamic height is computed by dividing the NAVD 88
 PG0576.geopotential number by the normal gravity value computed on the
 PG0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0576.degrees latitude (g = 980.6199 gals.).
 PG0576
 PG0576.The modeled gravity was interpolated from observed gravity values.
 PG0576
 PG0576;                    North         East    Units  Estimated Accuracy
 PG0576;SPC NY E     -   684,650.      231,540.      MT  (+/- 180 meters Scaled)
 PG0576
 PG0576                          SUPERSEDED SURVEY CONTROL
 PG0576
 PG0576  NGVD 29 (??/??/??)   50.530  (m)          165.78   (f) ADJUSTED    1 2
 PG0576
 PG0576.Superseded values are not recommended for survey control.
 PG0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0576.See file dsdata.txt to determine how the superseded data were derived.
 PG0576
 PG0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ209833(NAD 83)
 PG0576_MARKER: Q = CHISELED SQUARE
 PG0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0576_SP_SET: CULVERT
 PG0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0576
 PG0576  HISTORY     - Date     Condition        Report By
 PG0576  HISTORY     - UNK      MONUMENTED       CGS
 PG0576  HISTORY     - 1961     GOOD             CGS
 PG0576
 PG0576                          STATION DESCRIPTION
 PG0576
 PG0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0576'1.2 MI NW FROM CHAMPLAIN.
 PG0576'ABOUT 1.2 MILES NORTH WEST ALONG THE RUTLAND RAILROAD FROM THE DEPOT
 PG0576'IN CHAMPLAIN, A CHISELED SQUARE IN THE WEST CORNER OF THE SOUTH WEST
 PG0576'HEADWALL OF A 4 FOOT CONCRETE CATTLE CROSSING UNDER THE RAILROAD, 7
 PG0576'FEET SOUTH WEST OF THE SOUTH WEST RAIL, ABOUT 1 FOOT BELOW THE LEVEL
 PG0576'OF THE TRACK, 1767 FEET SOUTH EAST OF THE JUNCTION OF U.S.HWY 11, THIS
 PG0576'IS A VERY DEFINATE CHISELED SQUARE, ABOUT 567 FEET SOUTH EAST OF
 PG0576'ELVIDGE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0990 ***********************************************************************
 LX0990  DESIGNATION -  CHISELED SQUARE
 LX0990  PID         -  LX0990
 LX0990  STATE/COUNTY-  NY/WESTCHESTER
 LX0990  USGS QUAD   -  WHITE PLAINS (1967)
 LX0990
 LX0990                         *CURRENT SURVEY CONTROL
 LX0990  ___________________________________________________________________
 LX0990* NAD 83(1986)-  41 03 08.     (N)    073 52 12.     (W)     SCALED    
 LX0990* NAVD 88     -         1.937  (meters)       6.36   (feet)  ADJUSTED  
 LX0990  ___________________________________________________________________
 LX0990  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX0990  DYNAMIC HT  -           1.936 (meters)       6.35  (feet)  COMP
 LX0990  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 LX0990
 LX0990  VERT ORDER  -  FIRST     CLASS II
 LX0990
 LX0990.The horizontal coordinates were scaled from a topographic map and have
 LX0990.an estimated accuracy of +/- 6 seconds.
 LX0990
 LX0990.The orthometric height was determined by differential leveling
 LX0990.and adjusted by the National Geodetic Survey in June 1991..
 LX0990
 LX0990.The geoid height was determined by GEOID03.
 LX0990
 LX0990.The dynamic height is computed by dividing the NAVD 88
 LX0990.geopotential number by the normal gravity value computed on the
 LX0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0990.degrees latitude (g = 980.6199 gals.).
 LX0990
 LX0990.The modeled gravity was interpolated from observed gravity values.
 LX0990
 LX0990;                    North         East    Units  Estimated Accuracy
 LX0990;SPC NY E     -   246,540.      202,960.      MT  (+/- 180 meters Scaled)
 LX0990
 LX0990                          SUPERSEDED SURVEY CONTROL
 LX0990
 LX0990  NGVD 29 (??/??/92)    2.237  (m)            7.34   (f) ADJ UNCH    1 2
 LX0990
 LX0990.Superseded values are not recommended for survey control.
 LX0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0990.See file dsdata.txt to determine how the superseded data were derived.
 LX0990
 LX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL949451(NAD 83)
 LX0990_MARKER: Q = CHISELED SQUARE
 LX0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0990_SP_SET: CULVERT
 LX0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0990
 LX0990  HISTORY     - Date     Condition        Report By
 LX0990  HISTORY     - UNK      MONUMENTED       CGS
 LX0990  HISTORY     - 1955     GOOD             NGS
 LX0990
 LX0990                          STATION DESCRIPTION
 LX0990
 LX0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0990'1 MI N FROM IRVINGTON.
 LX0990'0.95 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX0990'STATION AT IRVINGTON, ACROSS TRACKS FROM A POINT ABOUT 4 1/2
 LX0990'YARDS SOUTH OF POWER TRANSMISSION TOWER NO. 642, A 1 1/2-INCH
 LX0990'OUTLINED SQUARE ON THE TOP OF THE NORTHEAST CORNER OF STONE
 LX0990'MASONRY EAST HEAD WALL OF A 5-FOOT ARCHED STONE CULVERT UNDER
 LX0990'TRACKS, 5.3 FEET EAST OF EAST RAIL AND ABOUT 1 1/2 FEET BELOW
 LX0990'THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1375 ***********************************************************************
 LX1375  DESIGNATION -  CHISELED SQUARE
 LX1375  PID         -  LX1375
 LX1375  STATE/COUNTY-  NY/DUTCHESS
 LX1375  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX1375
 LX1375                         *CURRENT SURVEY CONTROL
 LX1375  ___________________________________________________________________
 LX1375* NAD 83(1986)-  41 33 34.     (N)    073 57 45.     (W)     SCALED    
 LX1375* NAVD 88     -         2.123  (meters)       6.97   (feet)  ADJUSTED  
 LX1375  ___________________________________________________________________
 LX1375  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LX1375  DYNAMIC HT  -           2.122 (meters)       6.96  (feet)  COMP
 LX1375  MODELED GRAV-     980,250.0   (mgal)                       NAVD 88
 LX1375
 LX1375  VERT ORDER  -  FIRST     CLASS II
 LX1375
 LX1375.The horizontal coordinates were scaled from a topographic map and have
 LX1375.an estimated accuracy of +/- 6 seconds.
 LX1375
 LX1375.The orthometric height was determined by differential leveling
 LX1375.and adjusted by the National Geodetic Survey in June 1991..
 LX1375
 LX1375.The geoid height was determined by GEOID03.
 LX1375
 LX1375.The dynamic height is computed by dividing the NAVD 88
 LX1375.geopotential number by the normal gravity value computed on the
 LX1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1375.degrees latitude (g = 980.6199 gals.).
 LX1375
 LX1375.The modeled gravity was interpolated from observed gravity values.
 LX1375
 LX1375;                    North         East    Units  Estimated Accuracy
 LX1375;SPC NY E     -   302,810.      194,830.      MT  (+/- 180 meters Scaled)
 LX1375
 LX1375                          SUPERSEDED SURVEY CONTROL
 LX1375
 LX1375  NGVD 29 (??/??/92)    2.402  (m)            7.88   (f) ADJ UNCH    1 2
 LX1375
 LX1375.Superseded values are not recommended for survey control.
 LX1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1375.See file dsdata.txt to determine how the superseded data were derived.
 LX1375
 LX1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM865013(NAD 83)
 LX1375_MARKER: Q = CHISELED SQUARE
 LX1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1375_SP_SET: MILE BASE
 LX1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1375
 LX1375  HISTORY     - Date     Condition        Report By
 LX1375  HISTORY     - UNK      MONUMENTED       CGS
 LX1375  HISTORY     - 1955     GOOD             NGS
 LX1375
 LX1375                          STATION DESCRIPTION
 LX1375
 LX1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1375'0.4 MI N FROM CHELSEA.
 LX1375'ABOUT 0.45 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1375'THE STATION AT CHELSEA, A 1-INCH OUTLINED SQUARE ON THE TOP OF THE
 LX1375'WEST SIDE OF BASE OF MILE POST NY 63, 7 FEET EAST OF EAST
 LX1375'RAIL OF EAST TRACK AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1378 ***********************************************************************
 LX1378  DESIGNATION -  CHISELED SQUARE
 LX1378  PID         -  LX1378
 LX1378  STATE/COUNTY-  NY/DUTCHESS
 LX1378  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX1378
 LX1378                         *CURRENT SURVEY CONTROL
 LX1378  ___________________________________________________________________
 LX1378* NAD 83(1986)-  41 34 17.     (N)    073 57 05.     (W)     SCALED    
 LX1378* NAVD 88     -         2.033  (meters)       6.67   (feet)  ADJUSTED  
 LX1378  ___________________________________________________________________
 LX1378  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX1378  DYNAMIC HT  -           2.032 (meters)       6.67  (feet)  COMP
 LX1378  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 LX1378
 LX1378  VERT ORDER  -  FIRST     CLASS II
 LX1378
 LX1378.The horizontal coordinates were scaled from a topographic map and have
 LX1378.an estimated accuracy of +/- 6 seconds.
 LX1378
 LX1378.The orthometric height was determined by differential leveling
 LX1378.and adjusted by the National Geodetic Survey in June 1991..
 LX1378
 LX1378.The geoid height was determined by GEOID03.
 LX1378
 LX1378.The dynamic height is computed by dividing the NAVD 88
 LX1378.geopotential number by the normal gravity value computed on the
 LX1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1378.degrees latitude (g = 980.6199 gals.).
 LX1378
 LX1378.The modeled gravity was interpolated from observed gravity values.
 LX1378
 LX1378;                    North         East    Units  Estimated Accuracy
 LX1378;SPC NY E     -   304,150.      195,750.      MT  (+/- 180 meters Scaled)
 LX1378
 LX1378                          SUPERSEDED SURVEY CONTROL
 LX1378
 LX1378  NGVD 29 (??/??/92)    2.310  (m)            7.58   (f) ADJ UNCH    1 2
 LX1378
 LX1378.Superseded values are not recommended for survey control.
 LX1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1378.See file dsdata.txt to determine how the superseded data were derived.
 LX1378
 LX1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM874027(NAD 83)
 LX1378_MARKER: Q = CHISELED SQUARE
 LX1378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1378_SP_SET: MILE POST BASE
 LX1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1378
 LX1378  HISTORY     - Date     Condition        Report By
 LX1378  HISTORY     - UNK      MONUMENTED       CGS
 LX1378  HISTORY     - 1955     GOOD             NGS
 LX1378
 LX1378                          STATION DESCRIPTION
 LX1378
 LX1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1378'1.4 MI N FROM CHELSEA.
 LX1378'ABOUT 1.45 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1378'THE STATION AT CHELSEA, ABOUT 1.1 MILES SOUTH OF RAILROAD
 LX1378'OVERPASS OVER PEDESTRIAN SUBWAY AT NEW HAMBURG, DUTCHESS COUNTY,
 LX1378'A 1-INCH OUTLINED SQUARE ON THE TOP OF WEST SIDE OF BASE OF
 LX1378'MILE POST NY 64, 11 1/4 FEET EAST OF EAST RAIL OF EAST TRACK AND
 LX1378'ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1426 ***********************************************************************
 LX1426  DESIGNATION -  CHISELED SQUARE
 LX1426  PID         -  LX1426
 LX1426  STATE/COUNTY-  NY/DUTCHESS
 LX1426  USGS QUAD   -  HYDE PARK (1997)
 LX1426
 LX1426                         *CURRENT SURVEY CONTROL
 LX1426  ___________________________________________________________________
 LX1426* NAD 83(1986)-  41 47 15.     (N)    073 56 48.     (W)     SCALED    
 LX1426* NAVD 88     -         2.924  (meters)       9.59   (feet)  ADJUSTED  
 LX1426  ___________________________________________________________________
 LX1426  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX1426  DYNAMIC HT  -           2.923 (meters)       9.59  (feet)  COMP
 LX1426  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LX1426
 LX1426  VERT ORDER  -  FIRST     CLASS II
 LX1426
 LX1426.The horizontal coordinates were scaled from a topographic map and have
 LX1426.an estimated accuracy of +/- 6 seconds.
 LX1426
 LX1426.The orthometric height was determined by differential leveling
 LX1426.and adjusted by the National Geodetic Survey in June 1991..
 LX1426
 LX1426.The geoid height was determined by GEOID03.
 LX1426
 LX1426.The dynamic height is computed by dividing the NAVD 88
 LX1426.geopotential number by the normal gravity value computed on the
 LX1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1426.degrees latitude (g = 980.6199 gals.).
 LX1426
 LX1426.The modeled gravity was interpolated from observed gravity values.
 LX1426
 LX1426;                    North         East    Units  Estimated Accuracy
 LX1426;SPC NY E     -   328,150.      195,990.      MT  (+/- 180 meters Scaled)
 LX1426
 LX1426                          SUPERSEDED SURVEY CONTROL
 LX1426
 LX1426.No superseded survey control is available for this station.
 LX1426
 LX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM875267(NAD 83)
 LX1426_MARKER: Q = CHISELED SQUARE
 LX1426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1426_SP_SET: ABUTMENT
 LX1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1426
 LX1426  HISTORY     - Date     Condition        Report By
 LX1426  HISTORY     - UNK      MONUMENTED       CGS
 LX1426  HISTORY     - 1955     GOOD             NGS
 LX1426
 LX1426                          STATION DESCRIPTION
 LX1426
 LX1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1426'AT HYDE PARK.
 LX1426'AT HYDE PARK, ALONG THE NEW YORK CENTRAL RAILROAD, AT BRIDGE
 LX1426'OVER ELBOW CREEK, IN THE TOP OF THE SOUTH END OF RETAINING WALL
 LX1426'EXTENDING NORTH FROM THE EAST END OF NORTH ABUTMENT OF BRIDGE,
 LX1426'10 1/2 FEET EAST OF EAST RAIL OF EXTREME EAST TRACK, 120 FEET
 LX1426'NORTH OF NORTHWEST CORNER OF STATION AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3823 ***********************************************************************
 KU3823  DESIGNATION -  CHISHOLM PARK FLAGPOLE 1941
 KU3823  PID         -  KU3823
 KU3823  STATE/COUNTY-  NY/QUEENS
 KU3823  USGS QUAD   -  FLUSHING (1979)
 KU3823
 KU3823                         *CURRENT SURVEY CONTROL
 KU3823  ___________________________________________________________________
 KU3823* NAD 83(1996)-  40 47 35.09113(N)    073 51 10.08367(W)     ADJUSTED  
 KU3823* NAVD 88     -                                                        
 KU3823  ___________________________________________________________________
 KU3823  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KU3823  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU3823
 KU3823  HORZ ORDER  -  THIRD
 KU3823
 KU3823.The horizontal coordinates were established by classical geodetic methods
 KU3823.and adjusted by the National Geodetic Survey in January 1999..
 KU3823
 KU3823
 KU3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3823
 KU3823.The geoid height was determined by GEOID03.
 KU3823
 KU3823;                    North         East     Units Scale Factor Converg.
 KU3823;SPC NY L     -    69,571.328   312,423.200   MT  0.99999539   +0 05 46.6
 KU3823;SPC NY L     -   228,251.93  1,025,008.45   sFT  0.99999539   +0 05 46.6
 KU3823;SPC NY E     -   217,772.635   204,616.851   MT  0.99993670   +0 25 22.2
 KU3823;SPC NY E     -   714,475.72    671,313.79   sFT  0.99993670   +0 25 22.2
 KU3823;UTM  18      - 4,516,420.556   596,783.249   MT  0.99971529   +0 44 58.4
 KU3823
 KU3823                          SUPERSEDED SURVEY CONTROL
 KU3823
 KU3823  NAD 83(1996)-  40 47 35.09197(N)    073 51 10.08403(W) AD(       ) 4
 KU3823  NAD 83(1992)-  40 47 35.09109(N)    073 51 10.08471(W) AD(       ) 4
 KU3823  NAD 83(1986)-  40 47 35.09404(N)    073 51 10.08323(W) AD(       ) 4
 KU3823  NAD 27      -  40 47 34.72500(N)    073 51 11.59900(W) AD(       ) 3
 KU3823
 KU3823.Superseded values are not recommended for survey control.
 KU3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3823.See file dsdata.txt to determine how the superseded data were derived.
 KU3823
 KU3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9678316421(NAD 83)
 KU3823_MARKER: 62 = FLAGPOLE
 KU3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3823+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KU3823
 KU3823  HISTORY     - Date     Condition        Report By
 KU3823  HISTORY     - 1941     FIRST OBSERVED   CGS
 KU3823  HISTORY     - 20050410 GOOD             GEOCAC
 KU3823  HISTORY     - 20060429 GOOD             GEOCAC
 KU3823
 KU3823                          STATION DESCRIPTION
 KU3823
 KU3823'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KU3823'STATION MANSION 2 IS S OF THE EAST RIVER, APPROXIMATELY 1-1/2 MILES W
 KU3823'OF THE WHITESTONE BRIDGE, IN THE COLLEGE POINT SECTION OF QUEENS, ON
 KU3823'PUBLIC PROPERTY IN THE NW PART OF CHISHOLM PARK, AND N OF THE
 KU3823'PARKING AREA WHERE THE MANSION FORMERLY STOOD.
 KU3823'
 KU3823'FLAGPOLE, CHISHOLM PARK, IS AT THE N END OF THE PAVED PARKING LOT
 KU3823'ON THE HIGHEST GROUND, IN THE PARK.  THE OLD CHISHOLM MANSION
 KU3823'FORMERLY OCCUPIED THIS LOT.
 KU3823
 KU3823                          STATION RECOVERY (2005)
 KU3823
 KU3823'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3823'RECOVERED IN GOOD CONDITION.
 KU3823
 KU3823                          STATION RECOVERY (2006)
 KU3823
 KU3823'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3823'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU3823' 
 KU3823'NOTE THAT THE PARK IS NOW NAMED HERMON MACNEIL PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1966 ***********************************************************************
 OE1966  DESIGNATION -  CHITTEN RESET
 OE1966  PID         -  OE1966
 OE1966  STATE/COUNTY-  NY/MADISON
 OE1966  USGS QUAD   -  CANASTOTA (1993)
 OE1966
 OE1966                         *CURRENT SURVEY CONTROL
 OE1966  ___________________________________________________________________
 OE1966* NAD 83(1996)-  43 05 17.54977(N)    075 52 20.51050(W)     ADJUSTED  
 OE1966* NAVD 88     -       127.32   (+/-2cm)     417.7    (feet)  VERTCON   
 OE1966  ___________________________________________________________________
 OE1966  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OE1966  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 OE1966
 OE1966  HORZ ORDER  -  SECOND
 OE1966  VERT ORDER  -  THIRD ? (See Below)
 OE1966
 OE1966.The horizontal coordinates were established by classical geodetic methods
 OE1966.and adjusted by the National Geodetic Survey in January 1999..
 OE1966
 OE1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1966.The vertical order pertains to the NGVD 29 superseded value.
 OE1966
 OE1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1966
 OE1966.The geoid height was determined by GEOID03.
 OE1966
 OE1966;                    North         East     Units Scale Factor Converg.
 OE1966;SPC NY C     -   343,214.141   307,886.611   MT  0.99997871   +0 29 08.5
 OE1966;SPC NY C     - 1,126,028.39  1,010,124.66   sFT  0.99997871   +0 29 08.5
 OE1966;UTM  18      - 4,770,979.517   428,996.657   MT  0.99966202   -0 35 45.4
 OE1966
 OE1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1966!SPC NY C     -   0.99998523  x   0.99997871  =   0.99996394
 OE1966!UTM  18      -   0.99998523  x   0.99966202  =   0.99964726
 OE1966
 OE1966|---------------------------------------------------------------------|
 OE1966| PID    Reference Object                     Distance      Geod. Az  |
 OE1966|                                                           dddmmss.s |
 OE1966| OE1970 CHITTEN RM 1                         32.093 METERS 07726     |
 OE1966| OE0999 CANASTOTA A                         APPROX. 8.9 KM 1032816.6 |
 OE1966| DE4498 CHITTEN RM 3                         41.422 METERS 14418     |
 OE1966| CZ9018 NW CORNER OF SCHOOL BLDG             34.714 METERS 16732     |
 OE1966| OE1967 W 38                                 44.745 METERS 17401     |
 OE1966| OE1969 CHITTENANGO FREE METH CH DOME        73.592 METERS 20200     |
 OE1966| OE1158 EAGLE RESET                         APPROX. 8.1 KM 2081039.3 |
 OE1966| DE4497 CHITTEN AZ MK                                      2573534.4 |
 OE1966|---------------------------------------------------------------------|
 OE1966
 OE1966                          SUPERSEDED SURVEY CONTROL
 OE1966
 OE1966  NAD 83(1986)-  43 05 17.55509(N)    075 52 20.50826(W) AD(       ) 2
 OE1966  NAD 27      -  43 05 17.31500(N)    075 52 21.82200(W) AD(       ) 2
 OE1966  NGVD 29 (07/19/86)  127.51   (m)          418.3    (f) LEVELING    3  
 OE1966
 OE1966.Superseded values are not recommended for survey control.
 OE1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1966.See file dsdata.txt to determine how the superseded data were derived.
 OE1966
 OE1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2899770980(NAD 83)
 OE1966_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1966
 OE1966  HISTORY     - Date     Condition        Report By
 OE1966  HISTORY     - 1942     MONUMENTED       CGS
 OE1966  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1966  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OE1966  HISTORY     - 20040925 POOR             USPSQD
 OE1966
 OE1966                          STATION DESCRIPTION
 OE1966
 OE1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1966'THE STATION IS LOCATED ABOUT 6.0 MILES W OF CANASTOTA, AND 3.0
 OE1966'MILES N OF CHITTENANGO, ON THE GROUNDS OF THE CHITTENANGO
 OE1966'STATION DISTRICT SCHOOL NO.1.  IT IS 114 FEET N OF THE NW CORNER
 OE1966'OF THE SCHOOL BUILDING, 20 FEET S OF A FENCE CORNER, 43 FEET E
 OE1966'OF THE CENTER OF THE MACADAM ROAD, IN THE NW CORNER OF THE
 OE1966'SCHOOLYARD.  THE DISK IS STAMPED CHITTEN 1942, AND PROJECTS 2
 OE1966'INCHES.
 OE1966'
 OE1966'SURFACE, UNDERGROUND, REFERENCE MARK NO.1 AND THE AZIMUTH MARK
 OE1966'ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 OE1966'11A.
 OE1966'
 OE1966'REFERENCE MARK NO.1 IS ENE OF THE STATION, 1 FOOT S OF AN
 OE1966'E-AND-W FENCE LINE.  THE DISK IS STAMPED CHITTEN NO.1 1942,
 OE1966'AND PROJECTS 4 INCHES.
 OE1966'
 OE1966'U.S.G.S. BENCH MARK W-38 WAS USED AS REFERENCE MARK NO.2.  IT
 OE1966'IS S OF THE STATION SET IN THE N END OF THE TOP CONCRETE STEP
 OE1966'OF THE SCHOOL ENTRANCE.  IT IS A BRONZE U.S. GEOLOGICAL SURVEY
 OE1966'BENCH MARK SET FLUSH WITH THE CONCRETE SURFACE, STAMPED W-38 1938
 OE1966'442.
 OE1966'
 OE1966'THE AZIMUTH MARK IS ABOUT 0.65 MILE W OF THE STATION, 25 FEET
 OE1966'N OF THE CENTER OF THE MACADAM ROAD, AND 4 FEET E OF A TELEPHONE
 OE1966'POLE.  THE DISK IS STAMPED CHITTEN 1942 AND PROJECTS 2
 OE1966'INCHES.  TO REACH FROM THE STATION GO S TO CROSSROADS.  TURN
 OE1966'RIGHT AND GO W FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 OE1966'
 OE1966'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 5 AND
 OE1966'13 IN CHITTENANGO.  GO N ON STATE ROUTE 5 FOR 0.75 MILE TO
 OE1966'CROSSROADS, ROUTE 5 TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON
 OE1966'MACADAM ROAD FOR 2.45 MILES TO THE CHITTENANGO STATION DISTRICT
 OE1966'SCHOOL NO.1 ON THE RIGHT AND STATION IN THE NW CORNER OF THE
 OE1966'SCHOOLYARD.
 OE1966'
 OE1966'NOTE--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 OE1966'
 OE1966'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1966
 OE1966                          STATION RECOVERY (1975)
 OE1966
 OE1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OE1966'NO MEASUREMENT BETWEEN RMS.
 OE1966'
 OE1966'STATION MARK WAS FOUND LYING ON SIDE ABOUT 4 INCHES BELOW
 OE1966'GROUND, UNDERGROUND MARK WAS RECOVERED, REFERENCE MARK 1, USGS
 OE1966'BENCH MARK W 38 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OE1966'CONDITION.  THE AZIMUTH MARK IS BLOCKED BY BUILDINGS AND TREES,
 OE1966'REFERENCE MARK 1 IS BLOCKED BY TREES, REFERENCE MARK 3 WAS
 OE1966'ESTABLISHED AT THIS TIME.  A LEVEL TIE WAS MADE FROM USGS BENCH
 OE1966'MARK W 38 TO THE STATION AND REFERENCE MARK 3.
 OE1966'
 OE1966'THE STATION IS LOCATED ABOUT 6 MILES WEST OF CANASTOTA, ABOUT 3
 OE1966'MILES NORTH OF CHITTENANGO, ON THE GROUNDS OF THE CHITTENANGO
 OE1966'SCHOOL DISTRICT NO 1 ADMINISTRATION BUILDING.
 OE1966'
 OE1966'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND
 OE1966'13 IN CHITTENANGO, GO NORTH ON STATE HIGHWAY 5 FOR 0.7 MILE TO
 OE1966'CROSSROADS AND STATE HIGHWAY TURN RIGHT, CONTINUE NORTH ON THE
 OE1966'MAIN ROAD FOR 2.45 MILES TO THE CHITTENANGO SCHOOL DISTRICT NO
 OE1966'1 ADMINISTRATION BUILDING AND THE STATION ON RIGHT IN THE
 OE1966'NORTHWEST CORNER OF LAWN.
 OE1966'
 OE1966'STATION MARK IS A STANDARD DISK SET TOP OF 12 INCH SQUARE
 OE1966'CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE GROUND AND IS STAMPED
 OE1966'CHITTEN 1942 1975.  IT IS 113.9 FEET NORTH-NORTHWEST OF THE
 OE1966'NORTHWEST CORNER OF ADMINISTRATION BUILDING, 86 FEET NORTH OF
 OE1966'CENTER OF DRIVEWAY, 39 FEET EAST OF CENTER OF ROAD, 23.0 FEET
 OE1966'EAST-NORTHEAST OF POWER POLE NYT 112-5, 22.8 FEET SOUTH OF
 OE1966'FENCE AND 16.2 FEET EAST OF WITNESS POST.
 OE1966'
 OE1966'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 OE1966'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 OE1966'CHITTEN 1942 NO 1.  IT IS 142 FEET EAST OF CENTER OF ROAD, 135
 OE1966'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF ADMINISTRATION
 OE1966'BUILDING, 3.7 FEET WEST-NORTHWEST OF WITNESS SIGN NAILED TO
 OE1966'TREE AND 0.6 FOOT SOUTH OF FENCE.  MARK IS BLOCKED BY TREES
 OE1966'FROM THE STATION.
 OE1966'
 OE1966'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OE1966'CONCRETE PATIO AT THE NORTHEAST CORNER OF THE ADMINISTRATION
 OE1966'BUILDING AND THE DISK IS STAMPED CHITTEN 1942 NO 3 1975.  IT IS
 OE1966'2.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF BUILDING AND 1.5
 OE1966'FEET NORTH OF THE EDGE OF BUILDING.
 OE1966'
 OE1966'USGS BENCH MARK W 38 IS A U.S. GEOLOGICAL BENCH MARK SET IN A
 OE1966'DRILL HOLE IN THE TOP CONCRETE STEP AT THE WEST ENTRANCE TO THE
 OE1966'ADMINISTRATION BUILDING AND THE DISK IS STAMPED W 38 1938
 OE1966'442.  IT IS 56 FEET WEST OF CENTER OF ROAD.
 OE1966'
 OE1966'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 OE1966'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CHITTEN
 OE1966'1942.  IT IS 19.8 FEET NORTH OF CENTER OF ROAD, 8 FEET
 OE1966'SOUTH-SOUTHEAST OF POWER POLE 121 AND 1.4 FEET SOUTH OF WITNESS
 OE1966'POST.
 OE1966'
 OE1966'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.05 MILE
 OE1966'TO CROSSROADS, TURN RIGHT, GO WEST FOR 0.65 MILE TO THE MARK ON
 OE1966'THE RIGHT.  MARK IS OBSTRUCTED FROM THE STATION BY BUILDINGS
 OE1966'AND TREES.
 OE1966'
 OE1966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1966'3 MILES NORTH OF CHITTENANGO.
 OE1966
 OE1966                          STATION RECOVERY (1997)
 OE1966
 OE1966'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE1966'MARK NOT FOUND.
 OE1966
 OE1966                          STATION RECOVERY (2004)
 OE1966
 OE1966'RECOVERY NOTE BY US POWER SQUADRON 2004 (EKS)
 OE1966'SCHOOL HAS BEEN REPLACED, FENCES REMOVED AND SITE PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1969 ***********************************************************************
 OE1969  DESIGNATION -  CHITTENANGO FREE METH CH DOME
 OE1969  PID         -  OE1969
 OE1969  STATE/COUNTY-  NY/MADISON
 OE1969  USGS QUAD   -  CANASTOTA (1993)
 OE1969
 OE1969                         *CURRENT SURVEY CONTROL
 OE1969  ___________________________________________________________________
 OE1969* NAD 83(1996)-  43 05 15.33874(N)    075 52 21.72952(W)     ADJUSTED  
 OE1969* NAVD 88     -                                                        
 OE1969  ___________________________________________________________________
 OE1969  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OE1969  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 OE1969
 OE1969  HORZ ORDER  -  THIRD
 OE1969
 OE1969.The horizontal coordinates were established by classical geodetic methods
 OE1969.and adjusted by the National Geodetic Survey in January 1999..
 OE1969
 OE1969
 OE1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1969
 OE1969.The geoid height was determined by GEOID03.
 OE1969
 OE1969;                    North         East     Units Scale Factor Converg.
 OE1969;SPC NY C     -   343,145.680   307,859.619   MT  0.99997867   +0 29 07.6
 OE1969;SPC NY C     - 1,125,803.79  1,010,036.10   sFT  0.99997867   +0 29 07.6
 OE1969;UTM  18      - 4,770,911.599   428,968.386   MT  0.99966207   -0 35 46.3
 OE1969
 OE1969                          SUPERSEDED SURVEY CONTROL
 OE1969
 OE1969  NAD 83(1986)-  43 05 15.34414(N)    075 52 21.72735(W) AD(       ) 4
 OE1969  NAD 27      -  43 05 15.10300(N)    075 52 23.04100(W) AD(       ) 3
 OE1969
 OE1969.Superseded values are not recommended for survey control.
 OE1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1969.See file dsdata.txt to determine how the superseded data were derived.
 OE1969
 OE1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2896870912(NAD 83)
 OE1969
 OE1969  HISTORY     - Date     Condition        Report By
 OE1969  HISTORY     - 1942     MONUMENTED       CGS
 OE1969  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OE1969
 OE1969                          STATION DESCRIPTION
 OE1969
 OE1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1969'THIS INTERSECTION STATION IS THE APEX OF THE DOME OF THE FREE
 OE1969'METHODIST CHURCH, LOCATED ABOUT 3.0 MILES N OF CHITTENANGO, AND
 OE1969'JUST ACROSS THE ROAD FROM THE CHITTENANGO STATION DISTRICT SCHOOL
 OE1969'NO.1.  IT IS A WHITE PAINTED FRAME BUILDING WITH A SHINGLED DOME
 OE1969'ON THE TOP.  POINT OBSERVED UPON WAS THE APEX OF THE ROOF.
 OE1969
 OE1969                          STATION RECOVERY (1997)
 OE1969
 OE1969'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE1969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0794 ***********************************************************************
 LW0794  DESIGNATION -  CHOCOMOUNT OP
 LW0794  PID         -  LW0794
 LW0794  STATE/COUNTY-  NY/SUFFOLK
 LW0794  USGS QUAD   -  MYSTIC (1984)
 LW0794
 LW0794                         *CURRENT SURVEY CONTROL
 LW0794  ___________________________________________________________________
 LW0794* NAD 83(1996)-  41 16 47.87778(N)    071 57 46.56904(W)     ADJUSTED  
 LW0794* LOCAL TIDAL -        42.531  (meters)     139.54   (feet)  ADJ UNCH  
 LW0794  ___________________________________________________________________
 LW0794  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LW0794  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0794
 LW0794  HORZ ORDER  -  SECOND
 LW0794  VERT ORDER  -  SECOND    CLASS 0
 LW0794
 LW0794.The horizontal coordinates were established by classical geodetic methods
 LW0794.and adjusted by the National Geodetic Survey in January 1999..
 LW0794
 LW0794.The orthometric height was key entered from printed documents
 LW0794.and not key verified.
 LW0794
 LW0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0794
 LW0794.The geoid height was determined by GEOID03.
 LW0794
 LW0794;                    North         East     Units Scale Factor Converg.
 LW0794;SPC NY L     -   125,616.222   470,650.049   MT  1.00002300   +1 19 56.7
 LW0794;SPC NY L     -   412,125.89  1,544,124.37   sFT  1.00002300   +1 19 56.7
 LW0794;UTM  19      - 4,574,071.714   251,855.432   MT  1.00035788   -1 57 20.7
 LW0794;UTM  18      - 4,574,286.393   754,353.533   MT  1.00039629   +2 00 17.1
 LW0794
 LW0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0794!SPC NY L     -   0.99999815  x   1.00002300  =   1.00002115
 LW0794!UTM  19      -   0.99999815  x   1.00035788  =   1.00035603
 LW0794!UTM  18      -   0.99999815  x   1.00039629  =   1.00039444
 LW0794
 LW0794:                Primary Azimuth Mark                     Grid Az
 LW0794:SPC NY L     -  LATIMER REEF LIGHTHOUSE                  040 58 01.5
 LW0794:UTM  19      -  LATIMER REEF LIGHTHOUSE                  044 15 18.9
 LW0794:UTM  18      -  LATIMER REEF LIGHTHOUSE                  040 17 41.1
 LW0794
 LW0794|---------------------------------------------------------------------|
 LW0794| PID    Reference Object                     Distance      Geod. Az  |
 LW0794|                                                           dddmmss.s |
 LW0794| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 3.7 KM 0421758.2 |
 LW0794| LW3432 CHOCOMOUNT OP RM 3                   24.769 METERS 09103     |
 LW0794| LW0796 CHOCOMOUNT OP RM 2                    5.515 METERS 17518     |
 LW0794| LW0795 CHOCOMOUNT OP RM 1                   10.844 METERS 27906     |
 LW0794|---------------------------------------------------------------------|
 LW0794
 LW0794                          SUPERSEDED SURVEY CONTROL
 LW0794
 LW0794  NAD 83(1996)-  41 16 47.87774(N)    071 57 46.56906(W) AD(       ) 2
 LW0794  NAD 83(1992)-  41 16 47.87619(N)    071 57 46.56814(W) AD(       ) 2
 LW0794  NAD 83(1986)-  41 16 47.87710(N)    071 57 46.57346(W) AD(       ) 2
 LW0794  NAD 27      -  41 16 47.52142(N)    071 57 48.31223(W) AD(       ) 2
 LW0794
 LW0794.Superseded values are not recommended for survey control.
 LW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0794.See file dsdata.txt to determine how the superseded data were derived.
 LW0794
 LW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5185574072(NAD 83)
 LW0794_MARKER: DS = TRIANGULATION STATION DISK
 LW0794_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW0794_SP_SET: UNSPECIFIED ROCK
 LW0794_STAMPING: CHOCOMOUNT OP 1940
 LW0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0794+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 LW0794
 LW0794  HISTORY     - Date     Condition        Report By
 LW0794  HISTORY     - 1940     MONUMENTED       CGS
 LW0794  HISTORY     - 1943     GOOD             CGS
 LW0794  HISTORY     - 1943     GOOD             NGS
 LW0794  HISTORY     - 1948     GOOD             CGS
 LW0794  HISTORY     - 1954     GOOD             CGS
 LW0794  HISTORY     - 1972     GOOD             NGS
 LW0794  HISTORY     - 20011212 GOOD             USPSQD
 LW0794
 LW0794                          STATION DESCRIPTION
 LW0794
 LW0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW0794'STATION IS ON FISHERS ISLAND, ON THE TOP OF CHOCOMOUNT HILL WHICH IS
 LW0794'THE HIGHEST HILL ON THE ISLAND.  IT IS ABOUT 50 FT. W OF THE W
 LW0794'EDGE OF A LARGE FLAT CONCRETE RESERVOIR WHICH MAKES THE HIGHEST
 LW0794'PART OF THE HILL.  IT IS A STANDARD STATION DISK, STAMPED
 LW0794'CHOCOMOUNT OP 1940 AND SET IN A DRILL HOLE IN A ROCK WHICH IS
 LW0794'ABOUT 1 FT. IN DIAMETER AND PROJECTS ABOUT 1 IN. ABOVE
 LW0794'GROUND.
 LW0794'
 LW0794'REFERENCE MARK 1 IS 10.850 M. (35.59 FT.) (HORIZONTAL) W OF
 LW0794'THE STATION, AND ABOUT 3 FT. LOWER.  IT IS A STANDARD
 LW0794'REFERENCE MARK DISK, STAMPED CHOCOMOUNT OP NO 1 1940 AND SET IN A
 LW0794'DRILL HOLE IN A ROCK WHICH IS ABOUT 1- BY 3-FT. AND PROJECTS ABOUT
 LW0794'1 IN. ABOVE GROUND.
 LW0794'
 LW0794'REFERENCE MARK 2 IS 5.518 M. (18.10 FT.) (HORIZONTAL) S OF THE
 LW0794'STATION, AND AT ABOUT THE SAME ELEVATION.  IT IS A STANDARD
 LW0794'REFERENCE-MARK DISK, STAMPED 2 AND SET IN A DRILL HOLE IN A
 LW0794'ROCK WHICH IS ABOUT 5- BY 6-FT. AND PROJECTS ABOUT 18 IN. ABOVE
 LW0794'GROUND.  THIS IS PROBABLY REFERENCE MARK 2 FOR OLD STATION
 LW0794'CHOCOMOUNT WHICH HAS BEEN DESTROYED.
 LW0794'
 LW0794'NORTH DUMPLING LIGHTHOUSE IS THE BEST AZIMUTH MARK FOR THIS
 LW0794'STATION.  IT IS ABOUT 3 MI. W-NW OF THE STATION.  THE FINIAL OF
 LW0794'THE LIGHT WAS OBSERVED UPON.
 LW0794'
 LW0794'A 4-FT. STAND WILL SEE 4-FT. STANDS AT ALL OTHER STATIONS.
 LW0794'
 LW0794'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LW0794'DRIVE S AND E ON THE MAIN PAVED ROAD FOR 3.7 MI., THEN TURN LEFT
 LW0794'OFF THE PAVEMENT AND DRIVE UPHILL FOR 0.2 MI. TO THE TOP OF THE
 LW0794'HILL AND THE STATION ON THE W SIDE OF THE RESERVOIR.
 LW0794'
 LW0794'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 M.
 LW0794
 LW0794                          STATION RECOVERY (1943)
 LW0794
 LW0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0794'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND IN
 LW0794'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LW0794'
 LW0794'STATION IS LOCATED ON FISHERS ISLAND, ON THE TOP OF CHOCOMOUNT HILL
 LW0794'WHICH IS THE HIGHEST HILL ON THE ISLAND, AND ABOUT 50
 LW0794'FT. W OF THE W EDGE OF A LARGE FLAT CONCRETE RESERVOIR WHICH
 LW0794'MAKES THE HIGHEST POINT ON THE HILL.  IT IS A STANDARD STATION
 LW0794'DISK, STAMPED CHOCOMOUNT OP 1940 AND SET IN A DRILL HOLE IN A
 LW0794'ROCK FLUSH WITH THE GROUND.
 LW0794'
 LW0794'REFERENCE MARK 1 IS W OF THE STATION.  IT IS A STANDARD
 LW0794'REFERENCE-MARK DISK, STAMPED CHOCOMOUNT OP NO 1 1940 AND SET IN A
 LW0794'DRILL HOLE IN A ROCK PROJECTING ABOUT 1 IN.
 LW0794'
 LW0794'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A STANDARD
 LW0794'REFERENCE-MARK DISK, STAMPED 2 AND SET IN A DRILL HOLE IN A ROCK
 LW0794'PROJECTING ABOUT 18 IN.
 LW0794'
 LW0794'TO REACH THE STATION FROM THE POST OFFICE AT FISHERS ISLAND,
 LW0794'GO E ON THE MAIN PAVED ROAD FOR 4.4 MI. TO A SAND ROAD LEADING
 LW0794'LEFT UP A HILL, TURN LEFT AND FOLLOW THE SAND ROAD FOR 0.25 MI. TO
 LW0794'THE TOP OF THE HILL AND THE STATION.
 LW0794
 LW0794                          STATION RECOVERY (1943)
 LW0794
 LW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LW0794'4.4 MI NE FROM FISHERS ISLAND.
 LW0794'4.45 MILES NORTHEAST OF FISHERS ISLAND, SUFFOLK COUNTY.  THIS
 LW0794'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 4.2
 LW0794'MILES NORTHEAST ALONG A PAVED ROAD, THENCE 0.25 MILE TO THE
 LW0794'LEFT ALONG A SAND ROAD TO THE TOP OF A HILL.  IT IS AT THE
 LW0794'SUMMIT OF CHOCOMOUNT HILL (THE HIGHEST HILL ON THE ISLAND),
 LW0794'65.6 FEET WEST OF THE CENTER OF A LARGE FLAT CONCRETE RESERVOIR,
 LW0794'AND IN THE TOP OF A ROCK FLUSH WITH THE GROUND.  A STANDARD
 LW0794'TRIANGULATION-STATION DISK, STAMPED CHOCOMOUNT OP 1940.
 LW0794
 LW0794                          STATION RECOVERY (1948)
 LW0794
 LW0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW0794'STATION WAS FOUND 20.0 M. W OF THE CENTER OF THE CONCRETE
 LW0794'FRESH-WATER RESERVOIR ON CHOCOMOUNT HILL.  STATION AND
 LW0794'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 LW0794
 LW0794                          STATION RECOVERY (1954)
 LW0794
 LW0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0794'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 LW0794'1943 DESCRIPTION BY F.N. ADEQUATE AND COMPLETE.
 LW0794
 LW0794                          STATION RECOVERY (1972)
 LW0794
 LW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WFR)
 LW0794'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM NO.2
 LW0794'DISK HAS BEEN BROKEN OFF AND ONLY THE SHANK REMAINS IN THE DRILL
 LW0794'HOLE, AND AT PRESENT A LARGE TARGET IS SET OVER IT.  A NEW
 LW0794'REFERENCE MARK, NO. 3, WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 LW0794'FOLLOWS--
 LW0794'
 LW0794'STATION IS LOCATED AT ABOUT THE CENTER OF FISHERS ISLAND, ON THE
 LW0794'SUMMIT OF CHOCOMOUNT HILL, AT THE WEST SIDE OF A LARGE, FLAT,
 LW0794'CONCRETE RESERVOIR.
 LW0794'
 LW0794'TO REACH STATION FROM THE POST OFFICE ON FISHERS ISLAND, GO
 LW0794'SOUTH ON ORIENTAL AVE. FOR 0.55 MILE TO FENCED AREA AT NAVAL
 LW0794'INSTALLATION ON RIGHT.  KEEP ON THE MAIN ROAD EAST FOR 0.4 MILE
 LW0794'TO A GUARD GATE.  CONTINUE FOR 3.0 MILES TO DIRT SIDE ROAD LEFT
 LW0794'AT RED POST WITH 22 STENCILLED ON IT.  GO LEFT FOR 0.2 MILE TO
 LW0794'TOP OF HILL AND STATION.
 LW0794'
 LW0794'STATION MARK IS A STANDARD DISK STAMPED CHOCOMOUNT OP 1940,
 LW0794'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH GROUND.  IT
 LW0794'IS LOCATED IN A BRUSHY AREA AT EAST SIDE OF TRAIL-ROAD, AND 24.2
 LW0794'FEET WEST OF EDGE OF RESERVOIR.  NOTE--THE MARK BECOMES COVERED
 LW0794'WITH DIRT AND LEAVES.
 LW0794'
 LW0794'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHOCOMOUNT OP
 LW0794'NO 1 1940, CEMENTED IN A DRILL HOLE IN A 1 X 3-FOOT ROCK
 LW0794'PROJECTING 1 INCH FROM GROUND, DOWN ON WEST SLOPE OF THE
 LW0794'HILLSIDE, ABOUT 3 FEET LOWER THAN STATION MARK.
 LW0794'
 LW0794'REFERENCE MARK NUMBER TWO SHANK IS CEMENTED IN A DRILL HOLE IN A
 LW0794'5 X 6-FOOT BOULDER PROJECTING 18 INCHES FROM GROUND, ABOUT 25 FEET
 LW0794'WEST OF EDGE OF THE RESERVOIR.
 LW0794'
 LW0794'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 LW0794'CHOCOMOUNT OP 1940 RM3 1972, CEMENTED IN A DRILL HOLE IN THE
 LW0794'CONCRETE TOP OF THE RESERVOIR, 4.4 FEET NORTH OF SOUTH EDGE OF
 LW0794'RESERVOIR TOP, 33.2 FEET SOUTH OF SOUTHWEST CORNER OF A SQUARE
 LW0794'CUPOLA AT CENTER OF RESERVOIR, AND 33.3 FEET SOUTH OF SOUTHEAST
 LW0794'CORNER OF THE CUPOLA.
 LW0794'
 LW0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0794'ON FISHERS ISLAND.
 LW0794
 LW0794                          STATION RECOVERY (2001)
 LW0794
 LW0794'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW0794'RECOVERED STATION, RM 2, AND RM 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0795 ***********************************************************************
 LW0795  DESIGNATION -  CHOCOMOUNT OP RM 1
 LW0795  PID         -  LW0795
 LW0795  STATE/COUNTY-  NY/SUFFOLK
 LW0795  USGS QUAD   -  MYSTIC (1984)
 LW0795
 LW0795                         *CURRENT SURVEY CONTROL
 LW0795  ___________________________________________________________________
 LW0795* NAD 83(1986)-  41 16 47.     (N)    071 57 46.     (W)     SCALED    
 LW0795* LOCAL TIDAL -        41.584  (meters)     136.43   (feet)  ADJ UNCH  
 LW0795  ___________________________________________________________________
 LW0795  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0795
 LW0795  VERT ORDER  -  SECOND    CLASS 0
 LW0795
 LW0795.The horizontal coordinates were scaled from a topographic map and have
 LW0795.an estimated accuracy of +/- 6 seconds.
 LW0795
 LW0795.The orthometric height was key entered from printed documents
 LW0795.and not key verified.
 LW0795
 LW0795.The geoid height was determined by GEOID03.
 LW0795
 LW0795;                    North         East    Units  Estimated Accuracy
 LW0795;SPC NY L     -   125,590.      470,660.      MT  (+/- 180 meters Scaled)
 LW0795
 LW0795                          SUPERSEDED SURVEY CONTROL
 LW0795
 LW0795.No superseded survey control is available for this station.
 LW0795
 LW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF518740(NAD 83)
 LW0795_MARKER: DR = REFERENCE MARK DISK
 LW0795_SETTING: 66 = SET IN ROCK OUTCROP
 LW0795_SP_SET: ROCK OUTCROP
 LW0795_STAMPING: CHOCOMOUNT OP NO 1 1940
 LW0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0795+STABILITY: POSITION/ELEVATION WELL
 LW0795
 LW0795  HISTORY     - Date     Condition        Report By
 LW0795  HISTORY     - 1940     MONUMENTED       CGS
 LW0795  HISTORY     - 1943     GOOD             NGS
 LW0795
 LW0795                          STATION DESCRIPTION
 LW0795
 LW0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0795'4.4 MI NE FROM FISHERS ISLAND.
 LW0795'35.6 FEET WEST OF TRIANGULATION STATION CHOCOMOUNT OP DESCRIBED
 LW0795'ABOVE, AND IN THE TOP OF A ROCK PROJECTING ABOUT 1 INCH ABOVE
 LW0795'THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED CHOCOMOUNT
 LW0795'OP NO 1 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0796 ***********************************************************************
 LW0796  DESIGNATION -  CHOCOMOUNT OP RM 2
 LW0796  PID         -  LW0796
 LW0796  STATE/COUNTY-  NY/SUFFOLK
 LW0796  USGS QUAD   -  MYSTIC (1984)
 LW0796
 LW0796                         *CURRENT SURVEY CONTROL
 LW0796  ___________________________________________________________________
 LW0796* NAD 83(1986)-  41 16 47.     (N)    071 57 46.     (W)     SCALED    
 LW0796* LOCAL TIDAL -        42.583  (meters)     139.71   (feet)  ADJ UNCH  
 LW0796  ___________________________________________________________________
 LW0796  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW0796
 LW0796  VERT ORDER  -  SECOND    CLASS 0
 LW0796
 LW0796.The horizontal coordinates were scaled from a topographic map and have
 LW0796.an estimated accuracy of +/- 6 seconds.
 LW0796
 LW0796.The orthometric height was key entered from printed documents
 LW0796.and not key verified.
 LW0796
 LW0796.The geoid height was determined by GEOID03.
 LW0796
 LW0796;                    North         East    Units  Estimated Accuracy
 LW0796;SPC NY L     -   125,590.      470,660.      MT  (+/- 180 meters Scaled)
 LW0796
 LW0796                          SUPERSEDED SURVEY CONTROL
 LW0796
 LW0796.No superseded survey control is available for this station.
 LW0796
 LW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF518740(NAD 83)
 LW0796_MARKER: DR = REFERENCE MARK DISK
 LW0796_SETTING: 66 = SET IN ROCK OUTCROP
 LW0796_SP_SET: ROCK OUTCROP
 LW0796_STAMPING: CHOCOMOUNT OP NO 2 1940
 LW0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0796+STABILITY: POSITION/ELEVATION WELL
 LW0796
 LW0796  HISTORY     - Date     Condition        Report By
 LW0796  HISTORY     - 1940     MONUMENTED       CGS
 LW0796  HISTORY     - 1943     GOOD             NGS
 LW0796
 LW0796                          STATION DESCRIPTION
 LW0796
 LW0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LW0796'4.4 MI NE FROM FISHERS ISLAND.
 LW0796'18.1 FEET SOUTH OF TRIANGULATION STATION CHOCOMOUNT OP DESCRIBED
 LW0796'ABOVE, AND IN THE TOP OF A ROCK PROJECTING ABOUT 18 INCHES ABOVE
 LW0796'THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3432 ***********************************************************************
 LW3432  DESIGNATION -  CHOCOMOUNT OP RM 3
 LW3432  PID         -  LW3432
 LW3432  STATE/COUNTY-  NY/SUFFOLK
 LW3432  USGS QUAD   -  MYSTIC (1984)
 LW3432
 LW3432                         *CURRENT SURVEY CONTROL
 LW3432  ___________________________________________________________________
 LW3432* NAD 83(1996)-  41 16 47.86315(N)    071 57 45.50488(W)     ADJUSTED  
 LW3432* NAVD 88     -        44.06   (+/-2cm)     144.6    (feet)  VERTCON   
 LW3432  ___________________________________________________________________
 LW3432  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LW3432  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3432
 LW3432  HORZ ORDER  -  SECOND
 LW3432  VERT ORDER  -  THIRD ? (See Below)
 LW3432
 LW3432.The horizontal coordinates were established by classical geodetic methods
 LW3432.and adjusted by the National Geodetic Survey in January 1999..
 LW3432
 LW3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3432.The vertical order pertains to the NGVD 29 superseded value.
 LW3432
 LW3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3432
 LW3432.The geoid height was determined by GEOID03.
 LW3432
 LW3432;                    North         East     Units Scale Factor Converg.
 LW3432;SPC NY L     -   125,616.346   470,674.819   MT  1.00002300   +1 19 57.4
 LW3432;SPC NY L     -   412,126.30  1,544,205.64   sFT  1.00002300   +1 19 57.4
 LW3432;UTM  19      - 4,574,070.417   251,880.176   MT  1.00035773   -1 57 20.0
 LW3432;UTM  18      - 4,574,286.808   754,378.309   MT  1.00039644   +2 00 17.8
 LW3432
 LW3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3432!SPC NY L     -   0.99999791  x   1.00002300  =   1.00002091
 LW3432!UTM  19      -   0.99999791  x   1.00035773  =   1.00035564
 LW3432!UTM  18      -   0.99999791  x   1.00039644  =   1.00039435
 LW3432
 LW3432:                Primary Azimuth Mark                     Grid Az
 LW3432:SPC NY L     -  LATIMER REEF LIGHTHOUSE                  040 40 34.7
 LW3432:UTM  19      -  LATIMER REEF LIGHTHOUSE                  043 57 52.1
 LW3432:UTM  18      -  LATIMER REEF LIGHTHOUSE                  040 00 14.3
 LW3432
 LW3432|---------------------------------------------------------------------|
 LW3432| PID    Reference Object                     Distance      Geod. Az  |
 LW3432|                                                           dddmmss.s |
 LW3432| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 3.7 KM 0420032.1 |
 LW3432| LX5557 LITTLE GULL ISLAND LIGHTHOUSE       APPROX.14.6 KM 2355919.2 |
 LW3432| LW0794 CHOCOMOUNT OP                        24.769 METERS 27103     |
 LW3432|---------------------------------------------------------------------|
 LW3432
 LW3432                          SUPERSEDED SURVEY CONTROL
 LW3432
 LW3432  NAD 83(1996)-  41 16 47.86311(N)    071 57 45.50490(W) AD(       ) 2
 LW3432  NAD 83(1992)-  41 16 47.86156(N)    071 57 45.50397(W) AD(       ) 2
 LW3432  NAD 83(1986)-  41 16 47.86246(N)    071 57 45.50929(W) AD(       ) 2
 LW3432  NAD 27      -  41 16 47.50670(N)    071 57 47.24810(W) AD(       ) 2
 LW3432  NGVD 29 (07/19/86)   44.35   (m)          145.5    (f) LEVELING    3  
 LW3432
 LW3432.Superseded values are not recommended for survey control.
 LW3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3432.See file dsdata.txt to determine how the superseded data were derived.
 LW3432
 LW3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5188074070(NAD 83)
 LW3432_MARKER: DR = REFERENCE MARK DISK
 LW3432_SETTING: 0 = UNSPECIFIED SETTING
 LW3432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3432
 LW3432  HISTORY     - Date     Condition        Report By
 LW3432  HISTORY     - 1972     MONUMENTED       NGS
 LW3432  HISTORY     - 1972     GOOD             NGS
 LW3432
 LW3432                          STATION DESCRIPTION
 LW3432
 LW3432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WFR)
 LW3432'STATION IS LOCATED AT ABOUT THE CENTER OF FISHERS ISLAND, ON THE
 LW3432'SUMMIT OF CHOCOMOUNT HILL, AND ON THE TOP OF A LARGE, FLAT-TOPPED,
 LW3432'CONCRETE RESERVOIR, NEAR ITS SOUTH EDGE.
 LW3432'
 LW3432'TO REACH STATION FROM THE POST OFFICE IN FISHERS ISLAND, GO SOUTH
 LW3432'AND EAST ON ORIENTAL AVE. FOR 4.0 MILES TO DIRT SIDE ROAD LEFT, AT
 LW3432'A RED POST WITH 22 STENCILLED ON IT.  TURN LEFT AND GO 0.2 MILE TO
 LW3432'TOP OF HILL AND THE RESERVOIR.
 LW3432'
 LW3432'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHOCOMOUNT
 LW3432'OP 1940 RM 3 1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 LW3432'RESERVOIR TOP.  4.4 FEET NORTH OF SOUTH EDGE OF RESERVOIR, 33.2
 LW3432'FEET SOUTH OF THE SOUTHWES CORNER OF A SQUARE CUPOLA AT CENTER
 LW3432'OF THE RESERVOIR, AND 33.3 FEET SOUTH OF THE SOUTHEAST CORNER
 LW3432'OF THE CUPOLA.
 LW3432
 LW3432                          STATION RECOVERY (1972)
 LW3432
 LW3432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LW3432'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LW3432'FEBRUARY, 1972.  PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2116 ***********************************************************************
 PH2116  DESIGNATION -  CHRIS IBC
 PH2116  PID         -  PH2116
 PH2116  STATE/COUNTY-  NY/JEFFERSON
 PH2116  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2116
 PH2116                         *CURRENT SURVEY CONTROL
 PH2116  ___________________________________________________________________
 PH2116* NAD 83(1996)-  44 20 58.90282(N)    075 56 57.32700(W)     ADJUSTED  
 PH2116* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2116  ___________________________________________________________________
 PH2116  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 PH2116  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 PH2116
 PH2116  HORZ ORDER  -  THIRD
 PH2116
 PH2116.The horizontal coordinates were established by classical geodetic methods
 PH2116.and adjusted by the National Geodetic Survey in January 1999..
 PH2116
 PH2116.The orthometric height was scaled from a topographic map.
 PH2116
 PH2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2116
 PH2116.The geoid height was determined by GEOID03.
 PH2116
 PH2116;                    North         East     Units Scale Factor Converg.
 PH2116;SPC NY C     -   483,315.305   300,554.019   MT  0.99996892   +0 26 35.7
 PH2116;SPC NY C     - 1,585,676.96    986,067.64   sFT  0.99996892   +0 26 35.7
 PH2116;UTM  18      - 4,911,152.043   424,342.466   MT  0.99967039   -0 39 48.9
 PH2116
 PH2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2116!SPC NY C     -   0.99999459  x   0.99996892  =   0.99996351
 PH2116!UTM  18      -   0.99999459  x   0.99967039  =   0.99966498
 PH2116
 PH2116|---------------------------------------------------------------------|
 PH2116| PID    Reference Object                     Distance      Geod. Az  |
 PH2116|                                                           dddmmss.s |
 PH2116| PH2114 HUNT IBC                            140.336 METERS 04923     |
 PH2116| PH2094 WELLS ISLAND STANDPIPE              261.493 METERS 10320     |
 PH2116| PH2115 NIMS IBC                             66.125 METERS 11046     |
 PH2116| PH2117 REF MON 67                          152.459 METERS 19554     |
 PH2116| PH2090 WATERLOO                            APPROX. 0.8 KM 2061407.8 |
 PH2116| PH2118 CRAFT IBC                           168.994 METERS 24512     |
 PH2116|---------------------------------------------------------------------|
 PH2116
 PH2116                          SUPERSEDED SURVEY CONTROL
 PH2116
 PH2116  NAD 83(1986)-  44 20 58.90778(N)    075 56 57.33003(W) AD(       ) 3
 PH2116  NAD 27      -  44 20 58.75300(N)    075 56 58.49800(W) AD(       ) 3
 PH2116
 PH2116.Superseded values are not recommended for survey control.
 PH2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2116.See file dsdata.txt to determine how the superseded data were derived.
 PH2116
 PH2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2434211152(NAD 83)
 PH2116_MARKER: Z = SEE DESCRIPTION
 PH2116_SETTING: 80 = SET IN A BOULDER
 PH2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2116+STABILITY: SURFACE MOTION
 PH2116
 PH2116  HISTORY     - Date     Condition        Report By
 PH2116  HISTORY     - 1940     MONUMENTED       IBC
 PH2116  HISTORY     - 1957     GOOD             IBC
 PH2116
 PH2116                          STATION DESCRIPTION
 PH2116
 PH2116'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2116'ON THE SOUTHEASTERN SHORE OF HILL ISLAND IN THE ST LAWRENCE RIVER.  ON
 PH2116'THE SHORE LINE ON THE NORTHWEST SIDE OF THE NARROW CHANNEL OF THE
 PH2116'EASTERN ENTRANCE TO LAKE OF THE ISLES, AND ABOUT 12 FEET SOUTHWEST
 PH2116'FROM A PROJECTING ROCK LEDGE 9 FEET HIGH.
 PH2116'
 PH2116'STATION MARK--A SEMI - CIRCULAR BRONZE PLUG SET FLUSH IN A DRILL HOLE
 PH2116'IN A LARGE EMBEDDED BOULDER ON THE BEACH, ABOUT 3 FEET INSHORE AND 1
 PH2116'FOOT ABOVE THE WATER.
 PH2116
 PH2116                          STATION RECOVERY (1957)
 PH2116
 PH2116'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2116'IN 1957 THE MARK WAS FLUSH WITH WATER SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3994 ***********************************************************************
 KU3994  DESIGNATION -  CHRYSLER BUILDING
 KU3994  PID         -  KU3994
 KU3994  STATE/COUNTY-  NY/NEW YORK
 KU3994  USGS QUAD   -  CENTRAL PARK (1979)
 KU3994
 KU3994                         *CURRENT SURVEY CONTROL
 KU3994  ___________________________________________________________________
 KU3994* NAD 83(1996)-  40 45 05.82209(N)    073 58 31.24877(W)     ADJUSTED  
 KU3994* NAVD 88     -                                                        
 KU3994  ___________________________________________________________________
 KU3994  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 KU3994  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KU3994
 KU3994  HORZ ORDER  -  THIRD
 KU3994
 KU3994.The horizontal coordinates were established by classical geodetic methods
 KU3994.and adjusted by the National Geodetic Survey in January 1999..
 KU3994
 KU3994
 KU3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3994
 KU3994.The geoid height was determined by GEOID03.
 KU3994
 KU3994;                    North         East     Units Scale Factor Converg.
 KU3994;SPC NY E     -   213,099.455   194,302.742   MT  0.99992415   +0 20 33.0
 KU3994;SPC NY E     -   699,143.80    637,474.91   sFT  0.99992415   +0 20 33.0
 KU3994;SPC NJ       -   213,099.455   194,302.742   MT  0.99992415   +0 20 33.0
 KU3994;SPC NJ       -   699,143.80    637,474.91   sFT  0.99992415   +0 20 33.0
 KU3994;UTM  18      - 4,511,689.738   586,498.276   MT  0.99969209   +0 40 08.1
 KU3994
 KU3994                          SUPERSEDED SURVEY CONTROL
 KU3994
 KU3994  NAD 83(1996)-  40 45 05.82196(N)    073 58 31.24955(W) AD(       ) 4
 KU3994  NAD 83(1992)-  40 45 05.82109(N)    073 58 31.25018(W) AD(       ) 4
 KU3994  NAD 83(1986)-  40 45 05.82414(N)    073 58 31.25030(W) AD(       ) 4
 KU3994  NAD 27      -  40 45 05.45700(N)    073 58 32.73800(W) AD(       ) 3
 KU3994
 KU3994.Superseded values are not recommended for survey control.
 KU3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3994.See file dsdata.txt to determine how the superseded data were derived.
 KU3994
 KU3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8649811690(NAD 83)
 KU3994_MARKER: 89 = SPIRE
 KU3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3994+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 KU3994
 KU3994  HISTORY     - Date     Condition        Report By
 KU3994  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3994  HISTORY     - 1969     GOOD             CGS
 KU3994  HISTORY     - 19940910 GOOD             USPSQD
 KU3994  HISTORY     - 19950915 GOOD             USPSQD
 KU3994  HISTORY     - 19950928 GOOD             NJGS
 KU3994  HISTORY     - 20010305 GOOD             PORANY
 KU3994
 KU3994                          STATION DESCRIPTION
 KU3994
 KU3994'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3994'THE VERY PROMINENT SPIRE E OF THE HUDSON RIVER, IN MANHATTAN ON
 KU3994'THE NE CORNER OF LEXINGTON AVENUE AND 42ND STREET, ATOP THE
 KU3994'CHRYSLER BUILDING.  IT IS A TALL, SHARP, STAINLESS-STEEL SPIRE.
 KU3994'THIS IS AN OUTSTANDING NEW YORK CITY LANDMARK.
 KU3994'
 KU3994'THE STATION IS THE SPIRE-APEX, APPROXIMATELY 1000 FEET ABOVE GROUND.
 KU3994
 KU3994                          STATION RECOVERY (1969)
 KU3994
 KU3994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KU3994'STATION RECOVERED.  IN 1932.
 KU3994
 KU3994                          STATION RECOVERY (1994)
 KU3994
 KU3994'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3994'RECOVERED IN GOOD CONDITION.
 KU3994
 KU3994                          STATION RECOVERY (1995)
 KU3994
 KU3994'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3994'RECOVERED IN GOOD CONDITION.
 KU3994
 KU3994                          STATION RECOVERY (1995)
 KU3994
 KU3994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KU3994'RECOVERED AS DESCRIBED.
 KU3994
 KU3994                          STATION RECOVERY (2001)
 KU3994
 KU3994'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KU3994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4468 ***********************************************************************
 LX4468  DESIGNATION -  CHURCH
 LX4468  PID         -  LX4468
 LX4468  STATE/COUNTY-  NY/DUTCHESS
 LX4468  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4468
 LX4468                         *CURRENT SURVEY CONTROL
 LX4468  ___________________________________________________________________
 LX4468* NAD 83(1996)-  41 35 12.82484(N)    073 56 54.48336(W)     ADJUSTED  
 LX4468* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LX4468  ___________________________________________________________________
 LX4468  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 LX4468  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX4468
 LX4468  HORZ ORDER  -  THIRD
 LX4468
 LX4468.The horizontal coordinates were established by classical geodetic methods
 LX4468.and adjusted by the National Geodetic Survey in January 1999..
 LX4468
 LX4468.The orthometric height was scaled from a topographic map.
 LX4468
 LX4468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4468
 LX4468.The geoid height was determined by GEOID03.
 LX4468
 LX4468;                    North         East     Units Scale Factor Converg.
 LX4468;SPC NY E     -   305,868.358   195,984.718   MT  0.99992601   +0 21 57.9
 LX4468;SPC NY E     - 1,003,503.10    642,993.20   sFT  0.99992601   +0 21 57.9
 LX4468;UTM  18      - 4,604,445.269   587,646.984   MT  0.99969453   +0 41 52.8
 LX4468
 LX4468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4468!SPC NY E     -   1.00000343  x   0.99992601  =   0.99992944
 LX4468!UTM  18      -   1.00000343  x   0.99969453  =   0.99969796
 LX4468
 LX4468                          SUPERSEDED SURVEY CONTROL
 LX4468
 LX4468  NAD 83(1986)-  41 35 12.82666(N)    073 56 54.48545(W) AD(       ) 3
 LX4468  NAD 27      -  41 35 12.49500(N)    073 56 55.98900(W) AD(       ) 3
 LX4468
 LX4468.Superseded values are not recommended for survey control.
 LX4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4468.See file dsdata.txt to determine how the superseded data were derived.
 LX4468
 LX4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8764704445(NAD 83)
 LX4468
 LX4468  HISTORY     - Date     Condition        Report By
 LX4468  HISTORY     - 1933     MONUMENTED       CGS
 LX4468
 LX4468                          STATION DESCRIPTION
 LX4468
 LX4468'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4468'THIS STATION IS THE STEEPLE ON THE PRESBYTERIAN CHURCH AT THE
 LX4468'CORNER OF WEST MAIN STREET AND RAILROAD AVENUE IN NEW HAMBURG,
 LX4468'NEW YORK.  THIS IS THE ONLY STEEPLE IN NEW HAMBURG.  THE CHURCH
 LX4468'IS RED BRICK, LIGHT AND DARK BROWN WOOD, SLATE ROOF WITH SOME
 LX4468'RED SLATE IN IT.  THERE ARE VENT VANES IN THE BASE OF THE
 LX4468'STEEPLE.  SKETCH BELOW GIVES DETAILS OF LOCALITY.
 LX4468'
 LX4468'HEIGHT OF SIGNAL ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2207 ***********************************************************************
 KU2207  DESIGNATION -  CHURCH
 KU2207  PID         -  KU2207
 KU2207  STATE/COUNTY-  NY/SUFFOLK
 KU2207  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2207
 KU2207                         *CURRENT SURVEY CONTROL
 KU2207  ___________________________________________________________________
 KU2207* NAD 83(1996)-  40 57 10.62103(N)    073 01 06.09242(W)     ADJUSTED  
 KU2207* NAVD 88     -                                                        
 KU2207  ___________________________________________________________________
 KU2207  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KU2207  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU2207
 KU2207  HORZ ORDER  -  THIRD
 KU2207
 KU2207.The horizontal coordinates were established by classical geodetic methods
 KU2207.and adjusted by the National Geodetic Survey in January 1999..
 KU2207
 KU2207
 KU2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2207
 KU2207.The geoid height was determined by GEOID03.
 KU2207
 KU2207;                    North         East     Units Scale Factor Converg.
 KU2207;SPC NY L     -    87,777.627   382,647.231   MT  0.99999651   +0 38 31.5
 KU2207;SPC NY L     -   287,983.76  1,255,401.79   sFT  0.99999651   +0 38 31.5
 KU2207;SPC CT       -   165,719.676   282,205.392   MT  1.00003415   -0 10 40.6
 KU2207;SPC CT       -   543,698.64    925,868.86   sFT  1.00003415   -0 10 40.6
 KU2207;UTM  18      - 4,535,424.928   666,782.246   MT  0.99994237   +1 17 56.9
 KU2207
 KU2207                          SUPERSEDED SURVEY CONTROL
 KU2207
 KU2207  NAD 83(1996)-  40 57 10.62273(N)    073 01 06.09235(W) AD(       ) 4
 KU2207  NAD 83(1992)-  40 57 10.62147(N)    073 01 06.09177(W) AD(       ) 4
 KU2207  NAD 83(1986)-  40 57 10.62387(N)    073 01 06.09220(W) AD(       ) 4
 KU2207  NAD 27      -  40 57 10.26900(N)    073 01 07.72300(W) AD(       ) 3
 KU2207
 KU2207.Superseded values are not recommended for survey control.
 KU2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2207.See file dsdata.txt to determine how the superseded data were derived.
 KU2207
 KU2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6678235425(NAD 83)
 KU2207_MARKER: 90 = CHURCH SPIRE
 KU2207
 KU2207  HISTORY     - Date     Condition        Report By
 KU2207  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2207  HISTORY     - 1939     GOOD             CGS
 KU2207  HISTORY     - 1972     GOOD             NGS
 KU2207  HISTORY     - 19980611 GOOD             USPSQD
 KU2207
 KU2207                          STATION DESCRIPTION
 KU2207
 KU2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 KU2207'STATION IS IN MOUNT SINAI ABOUT 50 METERS N OF ROADWAY.  WHITE
 KU2207'SHINGLE SIDES WITH BLACK SHINGLE ROOF.  SPIRE IS NEAR S OR FRONT
 KU2207'END OF CHURCH.  SPIRE IS SURMOUNTED BY TWO BRASS BALLS, ONE
 KU2207'OVER THE OTHER.  STATION HARBOR IS N 57 DEG 57 MIN W.
 KU2207'05.8 SEC AND STATION TRIPOD IS N 23 DEG 20 MIN W.
 KU2207'SEC.
 KU2207
 KU2207                          STATION RECOVERY (1939)
 KU2207
 KU2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2207'CONGREGATIONAL CHURCH AT MOUNT SINAI IS A WHITE FRAME STRUCTURE
 KU2207'ON THE N SIDE OF MAIN ROAD.  SPIRE IS TALL, WHITE AND SHARP.
 KU2207
 KU2207                          STATION RECOVERY (1972)
 KU2207
 KU2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 KU2207'INTERSECTION STATION RECOVERED.  NO DESCRIPTION AVAILABLE.
 KU2207
 KU2207                          STATION RECOVERY (1998)
 KU2207
 KU2207'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2068 ***********************************************************************
 PG2068  DESIGNATION -  CHURCH
 PG2068  PID         -  PG2068
 PG2068  STATE/COUNTY-  NY/ESSEX
 PG2068  USGS QUAD   -  
 PG2068
 PG2068                         *CURRENT SURVEY CONTROL
 PG2068  ___________________________________________________________________
 PG2068* NAD 83(1996)-  44 19 49.31816(N)    073 34 09.34611(W)     ADJUSTED  
 PG2068* NAVD 88     -       476.3    (meters)    1563.     (feet)  VERTCON   
 PG2068  ___________________________________________________________________
 PG2068  LAPLACE CORR-          -8.26  (seconds)                    DEFLEC99
 PG2068  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 PG2068
 PG2068  HORZ ORDER  -  SECOND
 PG2068
 PG2068.The horizontal coordinates were established by classical geodetic methods
 PG2068.and adjusted by the National Geodetic Survey in January 1999..
 PG2068
 PG2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2068
 PG2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2068
 PG2068.The geoid height was determined by GEOID03.
 PG2068
 PG2068;                    North         East     Units Scale Factor Converg.
 PG2068;SPC NY E     -   610,889.757   224,228.077   MT  0.99996774   +0 39 01.5
 PG2068;SPC NY E     - 2,004,227.48    735,654.95   sFT  0.99996774   +0 39 01.5
 PG2068;UTM  18      - 4,909,562.293   614,069.973   MT  0.99976002   +0 59 59.6
 PG2068
 PG2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2068!SPC NY E     -   0.99992984  x   0.99996774  =   0.99989758
 PG2068!UTM  18      -   0.99992984  x   0.99976002  =   0.99968987
 PG2068
 PG2068:                Primary Azimuth Mark                     Grid Az
 PG2068:SPC NY E     -  CHURCH AZ MK                             067 50 48.1
 PG2068:UTM  18      -  CHURCH AZ MK                             067 29 50.0
 PG2068
 PG2068|---------------------------------------------------------------------|
 PG2068| PID    Reference Object                     Distance      Geod. Az  |
 PG2068|                                                           dddmmss.s |
 PG2068| DA4957 CHURCH AZ MK                                       0682949.6 |
 PG2068| DA4958 CHURCH RM 1                           8.877 METERS 20526     |
 PG2068| DA4959 CHURCH RM 2                          10.383 METERS 30601     |
 PG2068|---------------------------------------------------------------------|
 PG2068
 PG2068                          SUPERSEDED SURVEY CONTROL
 PG2068
 PG2068  NAD 83(1996)-  44 19 49.32050(N)    073 34 09.34729(W) AD(       ) 2
 PG2068  NAD 83(1992)-  44 19 49.31919(N)    073 34 09.34974(W) AD(       ) 2
 PG2068  NAD 83(1986)-  44 19 49.32433(N)    073 34 09.34864(W) AD(       ) 2
 PG2068  NAD 27      -  44 19 49.15040(N)    073 34 10.87140(W) AD(       ) 2
 PG2068  NGVD 29 (07/19/86)  476.4    (m)         1563.     (f) VERT ANG       
 PG2068
 PG2068.Superseded values are not recommended for survey control.
 PG2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2068.See file dsdata.txt to determine how the superseded data were derived.
 PG2068
 PG2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1407009562(NAD 83)
 PG2068_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2068_SETTING: 66 = SET IN ROCK OUTCROP
 PG2068
 PG2068  HISTORY     - Date     Condition        Report By
 PG2068  HISTORY     - 1961     MONUMENTED       CGS
 PG2068
 PG2068                          STATION DESCRIPTION
 PG2068
 PG2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2068'STATION IS LOCATED ON A HIGH PROMINENT HILL LOCALLY KNOWN AS
 PG2068'BIG CHURCH MOUNTAIN, ABOUT 9.0 MILES WEST OF WILLSBORO AND ABOUT
 PG2068'3-1/2 MILES NORTH OF LEWIS.  STATION, A STANDARD DISK CEMENTED
 PG2068'IN A DRILLHOLE IN OUTCROPPING ROCK AND STAMPED CHURCH 1961 IS
 PG2068'25 FEET SOUTH OF AN OAK TREE WITH TRIANGLE BLAZE AND METAL
 PG2068'WITNESS SIGN, 21 FEET EAST OF THE WEST EDGE OF LARGE OUTCROPPING
 PG2068'ROCK AND 18 FEET WEST OF THE EAST EDGE OF A SMALL LEDGE.
 PG2068'
 PG2068'TO REACH FROM THE POST OFFICE IN KEESEVILLE, GO SOUTHERLY ON
 PG2068'U.S. HIGHWAY NO. 9 AND STATE HIGHWAY NO. 22 FOR 4.0 MILES TO FORKS
 PG2068'AT THE JUNCTION U.S. HIGHWAY NO. 9 AND STATE HIGHWAY NO. 22.  TAKE
 PG2068'RIGHT FORK AND GO SOUTH ON U.S. HIGHWAY NO. 9 FOR 8.6 MILES TO
 PG2068'SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.4 MILE TO
 PG2068'SIDE ROAD LEFT.  (TURN LEFT AND GO 0.05 MILE TO AZIMUTH MARK
 PG2068'ON LEFT AS DESCRIBED).  CONTINUE WESTERLY ON DIRT ROAD FOR
 PG2068'0.1 MILE TO ALLEN ROGERS CORPORATION OFFICE ON RIGHT.
 PG2068'CONTINUE WESTERLY 0.4 MILE TO BOARD GATE.  CONTINUE 0.35 MILE
 PG2068'TO SIDE ROAD LEFT.  TURN LEFT ON LOGGING ROAD AND GO 0.2 MILE TO
 PG2068'FORKS.  TAKE LEFT FORK AND GO 0.25 MILE TO A TRIANGLE BLAZED
 PG2068'TREE ON RIGHT AND END OF TRUCK TRAVEL.  PACK SOUTHERLY ALONG
 PG2068'BLAZED TRAIL FOR ABOUT 20 MINUTES TO SUMMIT OF MOUNTAIN AND
 PG2068'STATION AS DESCRIBED.
 PG2068'
 PG2068'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A
 PG2068'DRILLHOLE IN OUTCROPPING ROCK AND STAMPED CHURCH NO 1 1961 IS
 PG2068'12 FEET WEST OF THE EAST EDGE OF LEDGE AND 23-1/2 FEET EAST OF
 PG2068'AN OAK TREE.
 PG2068'
 PG2068'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A
 PG2068'DRILLHOLE IN OUTCROPPING ROCK AND STAMPED CHURCH NO 2 1961 IS
 PG2068'29-1/2 FEET WEST OF AN OAK TREE WITH TRIANGLE BLAZE, 13 FEET
 PG2068'SOUTHEAST OF A 12 INCH OAK TREE AND 23-1/2 FEET NORTH OF AN 8
 PG2068'INCH OAK TREE.
 PG2068'
 PG2068'AZIMUTH MARK, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 PG2068'IN OUTCROPPING ROCK AND STAMPED CHURCH 1961 IS 71 FEET EAST OF
 PG2068'THE APPROXIMATE CENTERLINE OF ROAD, 7 FEET WEST OF FENCELINE AND
 PG2068'3.8 FEET WEST OF A STEEL WITNESS POST WITH METAL SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1896 ***********************************************************************
 OF1896  DESIGNATION -  CHURCH 1925
 OF1896  PID         -  OF1896
 OF1896  STATE/COUNTY-  NY/MONROE
 OF1896  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1896
 OF1896                         *CURRENT SURVEY CONTROL
 OF1896  ___________________________________________________________________
 OF1896* NAD 83(1996)-  43 14 46.08526(N)    077 35 54.79672(W)     ADJUSTED  
 OF1896* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 OF1896  ___________________________________________________________________
 OF1896  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OF1896  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1896
 OF1896  HORZ ORDER  -  SECOND
 OF1896
 OF1896.The horizontal coordinates were established by classical geodetic methods
 OF1896.and adjusted by the National Geodetic Survey in January 1999..
 OF1896
 OF1896.The orthometric height was scaled from a topographic map.
 OF1896
 OF1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1896
 OF1896.The geoid height was determined by GEOID03.
 OF1896
 OF1896;                    North         East     Units Scale Factor Converg.
 OF1896;SPC NY W     -   360,983.601   429,973.791   MT  1.00001615   +0 40 29.1
 OF1896;SPC NY W     - 1,184,327.03  1,410,672.35   sFT  1.00001615   +0 40 29.1
 OF1896;UTM  18      - 4,791,427.010   289,038.947   MT  1.00014750   -1 46 51.6
 OF1896
 OF1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1896!SPC NY W     -   0.99999107  x   1.00001615  =   1.00000722
 OF1896!UTM  18      -   0.99999107  x   1.00014750  =   1.00013857
 OF1896
 OF1896                          SUPERSEDED SURVEY CONTROL
 OF1896
 OF1896  NAD 83(1986)-  43 14 46.09165(N)    077 35 54.79571(W) AD(       ) 2
 OF1896  NAD 27      -  43 14 45.86868(N)    077 35 55.78872(W) AD(       ) 2
 OF1896
 OF1896.Superseded values are not recommended for survey control.
 OF1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1896.See file dsdata.txt to determine how the superseded data were derived.
 OF1896
 OF1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8903991427(NAD 83)
 OF1896_MARKER: DS = TRIANGULATION STATION DISK
 OF1896_SETTING: 0 = UNSPECIFIED SETTING
 OF1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1896
 OF1896  HISTORY     - Date     Condition        Report By
 OF1896  HISTORY     - 1925     MONUMENTED       CGS
 OF1896  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1896  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1896
 OF1896                          STATION DESCRIPTION
 OF1896
 OF1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1896'IN IRONDEQUOIT, IN THE LAWN OF THE PRESBYTERIAN CHURCH ON THE WEST
 OF1896'SIDE OF SUMMERVILLE BOULEVARD, AT STOP 22.  IT IS 30.32 METERS
 OF1896'NORTHEAST OF THE NORTHEAST CORNER OF THE ENTRANCE PORTION TO THE
 OF1896'CHURCH, 4.90 METERS SOUTH OF A WIRE FENCE WHICH IS AT THE NORTH
 OF1896'BOUNDARY OF THE CHURCH PROPERTY, AND 0.53 METER NORTH OF THE
 OF1896'NORTH EDGE OF THE SIDEWALK LEADING FROM THE ROAD TO THE CHURCH.
 OF1896'STATION IS SET AS DESCRIBED IN NOTE C.
 OF1896
 OF1896                          STATION RECOVERY (1977)
 OF1896
 OF1896'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1896'DESTROYED IN GRADING OF CHURCH PROPERTY.  PLATE LOST.  BOTTOM
 OF1896'SECTION OF POST REMAINS.
 OF1896
 OF1896                          STATION RECOVERY (1994)
 OF1896
 OF1896'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2113 ***********************************************************************
 MZ2113  DESIGNATION -  CHURCH HILL
 MZ2113  PID         -  MZ2113
 MZ2113  STATE/COUNTY-  NY/COLUMBIA
 MZ2113  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2113
 MZ2113                         *CURRENT SURVEY CONTROL
 MZ2113  ___________________________________________________________________
 MZ2113* NAD 83(1996)-  42 13 01.80929(N)    073 49 45.53608(W)     ADJUSTED  
 MZ2113* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 MZ2113  ___________________________________________________________________
 MZ2113  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MZ2113  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2113
 MZ2113  HORZ ORDER  -  THIRD
 MZ2113
 MZ2113.The horizontal coordinates were established by classical geodetic methods
 MZ2113.and adjusted by the National Geodetic Survey in January 1999..
 MZ2113
 MZ2113.The orthometric height was scaled from a topographic map.
 MZ2113
 MZ2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2113
 MZ2113.The geoid height was determined by GEOID03.
 MZ2113
 MZ2113;                    North         East     Units Scale Factor Converg.
 MZ2113;SPC NY E     -   375,937.564   205,371.966   MT  0.99993771   +0 27 02.4
 MZ2113;SPC NY E     - 1,233,388.49    673,791.19   sFT  0.99993771   +0 27 02.4
 MZ2113;UTM  18      - 4,674,552.073   596,623.608   MT  0.99971487   +0 47 12.1
 MZ2113
 MZ2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2113!SPC NY E     -   0.99998303  x   0.99993771  =   0.99992074
 MZ2113!UTM  18      -   0.99998303  x   0.99971487  =   0.99969790
 MZ2113
 MZ2113                          SUPERSEDED SURVEY CONTROL
 MZ2113
 MZ2113  NAD 83(1996)-  42 13 01.80854(N)    073 49 45.54008(W) AD(       ) 3
 MZ2113  NAD 83(1996)-  42 13 01.80877(N)    073 49 45.53963(W) AD(       ) 3
 MZ2113  NAD 83(1992)-  42 13 01.80885(N)    073 49 45.53962(W) AD(       ) 3
 MZ2113  NAD 83(1992)-  42 13 01.80882(N)    073 49 45.53961(W) AD(       ) 3
 MZ2113  NAD 83(1986)-  42 13 01.80967(N)    073 49 45.53677(W) AD(       ) 3
 MZ2113  NAD 27      -  42 13 01.49300(N)    073 49 47.07600(W) AD(       ) 3
 MZ2113
 MZ2113.Superseded values are not recommended for survey control.
 MZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2113.See file dsdata.txt to determine how the superseded data were derived.
 MZ2113
 MZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9662474552(NAD 83)
 MZ2113
 MZ2113  HISTORY     - Date     Condition        Report By
 MZ2113  HISTORY     - 1934     MONUMENTED       CGS
 MZ2113  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2113  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MZ2113  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2113
 MZ2113                          STATION DESCRIPTION
 MZ2113
 MZ2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2113'STATION IS ON THE E SIDE OF HUDSON RIVER 2-1/2 MILES S OF HUDSON
 MZ2113'ON THE SUMMIT OF CHURCH HILL.  UNOCCUPIED STATION IS A PROMINENT
 MZ2113'SPIRE ON MANSION OF L.P. CHURCH.  IT IS THE SECOND HIGHEST POINT
 MZ2113'OF MANSION AND IS WNW OF THE HIGHEST TOWER WHICH IS IN THE SHAPE
 MZ2113'OF A TRUNCATED PYRAMID.
 MZ2113'
 MZ2113'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 MZ2113
 MZ2113                          STATION RECOVERY (1935)
 MZ2113
 MZ2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2113'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 MZ2113'CUPOLA HAS AN OPEN TOWER BELOW A SHORT STEEP ROOF, SURMOUNTED BY
 MZ2113'A SHORT LIGHTNING ROD.
 MZ2113
 MZ2113                          STATION RECOVERY (1938)
 MZ2113
 MZ2113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MZ2113'LETTER FROM LIEUT. A.P. RATTI DATED JAN. 26, 1939--IN REGARDS
 MZ2113'TO THE RECOVERY NOTE FOR CHURCH HILL THIS PARTY IS NOT CERTAIN OF
 MZ2113'THE RECOVERY OF THE SPIRE MENTIONED IN THE RECONNAISSANCE
 MZ2113'DESCRIPTION, AS THREE CUTS WERE TAKEN, BUT THE SIDE COMMON TO THE
 MZ2113'TWO TRIANGLES FAILED TO CHECK BY A CONSIDERABLE AMOUNT.
 MZ2113
 MZ2113                          STATION RECOVERY (1975)
 MZ2113
 MZ2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 MZ2113'RECOVERED IN GOOD CONDITION.  LOCATED ON CHURCHS HILL, JUST
 MZ2113'EAST OF JUNCTION OF NY RTES 23 AND 9G.  THIS BUILDING IS NOW THE
 MZ2113'PROPERTY OF NEW YORK STATE.  THE CUPOLA HAS BEEN RE-ROOFED, AND
 MZ2113'THE TOWER FLOOR COVERED WITH COPPER SHEETING.  THE STRUCTURE IS
 MZ2113'IN GOOD CONDITION.
 MZ2113'
 MZ2113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2113'3 MILES SOUTHWEST OF HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1935 ***********************************************************************
 OE1935  DESIGNATION -  CHURCHVILLE
 OE1935  PID         -  OE1935
 OE1935  STATE/COUNTY-  NY/ONEIDA
 OE1935  USGS QUAD   -  VERONA (1955)
 OE1935
 OE1935                         *CURRENT SURVEY CONTROL
 OE1935  ___________________________________________________________________
 OE1935* NAD 83(1996)-  43 11 26.02936(N)    075 34 22.06703(W)     ADJUSTED  
 OE1935* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 OE1935  ___________________________________________________________________
 OE1935  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 OE1935  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 OE1935
 OE1935  HORZ ORDER  -  SECOND
 OE1935
 OE1935.The horizontal coordinates were established by classical geodetic methods
 OE1935.and adjusted by the National Geodetic Survey in January 1999..
 OE1935
 OE1935.The orthometric height was scaled from a topographic map.
 OE1935
 OE1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1935
 OE1935.The geoid height was determined by GEOID03.
 OE1935
 OE1935;                    North         East     Units Scale Factor Converg.
 OE1935;SPC NY C     -   354,835.103   332,140.197   MT  1.00002047   +0 41 30.0
 OE1935;SPC NY C     - 1,164,154.83  1,089,696.63   sFT  1.00002047   +0 41 30.0
 OE1935;UTM  18      - 4,782,136.161   453,456.801   MT  0.99962665   -0 23 31.4
 OE1935
 OE1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1935!SPC NY C     -   0.99998368  x   1.00002047  =   1.00000415
 OE1935!UTM  18      -   0.99998368  x   0.99962665  =   0.99961034
 OE1935
 OE1935|---------------------------------------------------------------------|
 OE1935| PID    Reference Object                     Distance      Geod. Az  |
 OE1935|                                                           dddmmss.s |
 OE1935| DE4500 CHURCHVILLE RM 1                     31.382 METERS 01753     |
 OE1935| OE1937 CHURCHVILLE GERMAN LUTH CH           52.792 METERS 04718     |
 OE1935| DE4502 CHURCHVILLE RM 3                     38.653 METERS 05432     |
 OE1935| OE1900 ROME STATE SCHOOL STACK             APPROX. 7.2 KM 0964019.9 |
 OE1935| OE1905 ROME STATE SCHOOL STANDPIPE         APPROX. 7.4 KM 1001401.2 |
 OE1935| DE4499 CHURCHVILLE AZ MK                                  1685821.7 |
 OE1935| DE4501 CHURCHVILLE RM 2                     32.585 METERS 30401     |
 OE1935| OE1940 STAKE 1 CHURCHVILLE 1942             20.897 METERS 35335     |
 OE1935|---------------------------------------------------------------------|
 OE1935
 OE1935                          SUPERSEDED SURVEY CONTROL
 OE1935
 OE1935  NAD 83(1986)-  43 11 26.03381(N)    075 34 22.06501(W) AD(       ) 2
 OE1935  NAD 27      -  43 11 25.78352(N)    075 34 23.41876(W) AD(       ) 2
 OE1935
 OE1935.Superseded values are not recommended for survey control.
 OE1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1935.See file dsdata.txt to determine how the superseded data were derived.
 OE1935
 OE1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN5345782136(NAD 83)
 OE1935_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1935
 OE1935  HISTORY     - Date     Condition        Report By
 OE1935  HISTORY     - 1942     MONUMENTED       CGS
 OE1935  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1935
 OE1935                          STATION DESCRIPTION
 OE1935
 OE1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1935'ABOUT 1-1/2 MILES S BY E OF NEW LONDON IN THE GERMAN LUTHERAN
 OE1935'CHURCHYARD AT THE SMALL VILLAGE OF CHURCHVILLE.  THE MARK IS 42
 OE1935'FEET NW OF THE WESTERN ROCK FENCE POST OF THE GATE OF THE
 OE1935'CEMETERY, 12 FEET ENE OF WIRE CHURCHYARD FENCE, 25 FEET NNW OF
 OE1935'IRON CEMETERY FENCE.  THE MARK IS SET FLUSH WITH THE GROUND.
 OE1935'
 OE1935'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1935'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1935'
 OE1935'REFERENCE MARK NO.1 IS 1 FOOT W OF NYT CO NO.5 TELEPHONE POLE,
 OE1935'13 FEET S OF CENTER LINE OF ROAD, 42 FEET N OF FLAGPOLE IN
 OE1935'CHURCHYARD.  THE MARK IS SET FLUSH WITH THE GROUND AND IS N OF
 OE1935'THE STATION.
 OE1935'
 OE1935'REFERENCE MARK NO.2 IS 15 FEET N OF THE CENTER LINE OF THE
 OE1935'ROAD AND 1 FOOT W OF END FENCE POST ON DRIFT FENCE.  THE MARK
 OE1935'PROJECTS 8 INCHES AND IS NW OF THE STATION.
 OE1935'
 OE1935'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING W 0.2
 OE1935'MILE TO CROSSROADS, TURN LEFT S AND GO 0.3 MILE TO AZIMUTH MARK
 OE1935'ON LEFT.  THE MARK IS 4 FEET W OF A 22-INCH APPLE TREE, 36 FEET
 OE1935'NNW OF NYT 7083 10-NYP 51-1/2 TELEPHONE POLE, 28 FEET E OF
 OE1935'CENTER LINE OF ROAD AND ABOUT 200 FEET N OF WHITE HOUSE.  THE
 OE1935'MARK PROJECTS 5 INCHES.
 OE1935'
 OE1935'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 OE1935'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 OE1935'
 OE1935'REACHED FROM NEW LONDON (0.1 MILE S OF THE HIGHWAY BRIDGE OVER
 OE1935'THE BARGE CANAL) BY GOING S ON AN ASPHALT ROAD (SIGN POINTING
 OE1935'TO CHURCHVILLE 1-1/2 MILES) FOR 0.9 MILE TO REVERSE
 OE1935'Y-ROADS.  THEN CONTINUE FOR 0.4 MILE TO T-ROADS AT CHURCHVILLE
 OE1935'AND SEVEN-DAY BAPTIST CHURCH STRAIGHT AHEAD ACROSS THE
 OE1935'ROAD.  THEN TURN LEFT AND GO E FOR 0.2 MILE TO GERMAN LUTHERAN
 OE1935'CHURCH ON THE RIGHT AND STATION SITE.
 OE1935'
 OE1935'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1935
 OE1935                          STATION RECOVERY (1975)
 OE1935
 OE1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OE1935'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 OE1935'AND FOUND IN GOOD CONDITION, REFERENCE MARK 2 WAS FOUND WITH
 OE1935'TOP BROKEN OFF, REFERENCE MARK 3 WAS ESTABLISHED.
 OE1935'
 OE1935'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF NEW LONDON
 OE1935'AND IS ON THE GROUNDS OF THE CHURCHVILLE GERMAN LUTHERAN CHURCH
 OE1935'AND CEMETERY AT THE SMALL COMMUNITY OF CHURCHVILLE.
 OE1935'
 OE1935'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 OE1935'CONCRETE MONUMENT FLUSH WITH GROUND AND THE DISK IS STAMPED
 OE1935'CHURCHVILLE 1942.  IT IS 126 FEET WEST OF THE NORTHWEST CORNER
 OE1935'OF CHURCH, 82 FEET SOUTH OF CENTER OF ROAD, 40 FEET NORTHWEST
 OE1935'OF 1 OF 2 STONE GATE POST AT CEMETERY, 24.2 FEET NORTH OF IRON
 OE1935'FENCE AROUND CEMETERY AND 11.2 FEET EAST OF A FENCE.
 OE1935'
 OE1935'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A SQUARE
 OE1935'CONCRETE MONUMENT ABOUT 2 INCHES BELOW GROUND AND THE DISK IS
 OE1935'STAMPED CHURCHVILLE NO 1 1942.  IT IS 81.5 FEET WEST-NORTHWEST
 OE1935'OF NORTHWEST CORNER OF THE CHURCH 13.5 FEET SOUTH OF CENTER OF
 OE1935'ROAD AND 4 FEET WEST OF TELEPHONE POLE NO 109.
 OE1935'
 OE1935'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 OE1935'NORTHWEST CORNER OF CHURCH FOUNDATION AND THE DISK IS STAMPED
 OE1935'CHURCHVILLE NO 3 1942 1975.
 OE1935'
 OE1935'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 OE1935'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND
 OE1935'THE DISK IS STAMPED CHURCHVILLE 1942.  IT IS 126 FEET NORTH OF
 OE1935'CENTER OF DRIVEWAY, 36 FEET NORTH OF POWER POLE NYT 10, 28 FEET
 OE1935'EAST OF CENTER OF ROAD AND 1.8 FEET WEST OF WITNESS POST.
 OE1935'
 OE1935'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED
 OE1935'ROAD FOR 0.2 MILE TO SIDE ROAD LEFT, TURN LEFT, GO SOUTH FOR 0.3
 OE1935'MILE TO THE MARK ON THE LEFT.
 OE1935'
 OE1935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1935'1-1/2 MILES SOUTHEAST OF NEW LONDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1937 ***********************************************************************
 OE1937  DESIGNATION -  CHURCHVILLE GERMAN LUTH CH
 OE1937  PID         -  OE1937
 OE1937  STATE/COUNTY-  NY/ONEIDA
 OE1937  USGS QUAD   -  VERONA (1955)
 OE1937
 OE1937                         *CURRENT SURVEY CONTROL
 OE1937  ___________________________________________________________________
 OE1937* NAD 83(1996)-  43 11 27.18939(N)    075 34 20.34872(W)     ADJUSTED  
 OE1937* NAVD 88     -                                                        
 OE1937  ___________________________________________________________________
 OE1937  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 OE1937  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 OE1937
 OE1937  HORZ ORDER  -  THIRD
 OE1937
 OE1937.The horizontal coordinates were established by classical geodetic methods
 OE1937.and adjusted by the National Geodetic Survey in January 1999..
 OE1937
 OE1937
 OE1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1937
 OE1937.The geoid height was determined by GEOID03.
 OE1937
 OE1937;                    North         East     Units Scale Factor Converg.
 OE1937;SPC NY C     -   354,871.369   332,178.563   MT  1.00002055   +0 41 31.2
 OE1937;SPC NY C     - 1,164,273.82  1,089,822.50   sFT  1.00002055   +0 41 31.2
 OE1937;UTM  18      - 4,782,171.680   453,495.830   MT  0.99962660   -0 23 30.2
 OE1937
 OE1937                          SUPERSEDED SURVEY CONTROL
 OE1937
 OE1937  NAD 83(1986)-  43 11 27.19403(N)    075 34 20.34643(W) AD(       ) 4
 OE1937  NAD 27      -  43 11 26.94700(N)    075 34 21.70200(W) AD(       ) 3
 OE1937
 OE1937.Superseded values are not recommended for survey control.
 OE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1937.See file dsdata.txt to determine how the superseded data were derived.
 OE1937
 OE1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN5349682172(NAD 83)
 OE1937
 OE1937  HISTORY     - Date     Condition        Report By
 OE1937  HISTORY     - 1942     MONUMENTED       CGS
 OE1937
 OE1937                          STATION DESCRIPTION
 OE1937
 OE1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1937'THE CHURCH IS ON THE S SIDE OF THE ROAD 0.2 MILE E OF THE PAVED
 OE1937'ROAD INTERSECTION IN THE VILLAGE OF CHURCHVILLE.  THE CHURCH IS
 OE1937'A ONE-STORY FRAME BUILDING WITH THE SPIRE IN THE FRONT AND
 OE1937'CENTER.  THE SPIRE IS ABOUT 50 FEET HIGH AND HAS A WEATHER
 OE1937'VANE ABOVE A ROUND BALL.  THE METAL PIECE BETWEEN THE BALL AND
 OE1937'THE WOOD PART OF THE SPIRE WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2467 ***********************************************************************
 OF2467  DESIGNATION -  CHURCHVILLE MUN WATER TANK
 OF2467  PID         -  OF2467
 OF2467  STATE/COUNTY-  NY/MONROE
 OF2467  USGS QUAD   -  CHURCHVILLE (1978)
 OF2467
 OF2467                         *CURRENT SURVEY CONTROL
 OF2467  ___________________________________________________________________
 OF2467* NAD 83(1996)-  43 06 24.99700(N)    077 53 01.53173(W)     ADJUSTED  
 OF2467* NAVD 88     -                                                        
 OF2467  ___________________________________________________________________
 OF2467  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OF2467  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OF2467
 OF2467  HORZ ORDER  -  THIRD
 OF2467
 OF2467.The horizontal coordinates were established by classical geodetic methods
 OF2467.and adjusted by the National Geodetic Survey in January 1999..
 OF2467
 OF2467
 OF2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2467
 OF2467.The geoid height was determined by GEOID03.
 OF2467
 OF2467;                    North         East     Units Scale Factor Converg.
 OF2467;SPC NY W     -   345,287.616   406,941.489   MT  0.99997737   +0 28 41.1
 OF2467;SPC NY W     - 1,132,831.12  1,335,107.20   sFT  0.99997737   +0 28 41.1
 OF2467;UTM  18      - 4,776,727.888   265,350.939   MT  1.00027739   -1 58 17.6
 OF2467
 OF2467                          SUPERSEDED SURVEY CONTROL
 OF2467
 OF2467  NAD 83(1986)-  43 06 25.00376(N)    077 53 01.52994(W) AD(       ) 4
 OF2467  NAD 27      -  43 06 24.78321(N)    077 53 02.49338(W) AD(       ) 3
 OF2467
 OF2467.Superseded values are not recommended for survey control.
 OF2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2467.See file dsdata.txt to determine how the superseded data were derived.
 OF2467
 OF2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6535176728(NAD 83)
 OF2467_MARKER: 53 = ELEVATED TANK
 OF2467
 OF2467  HISTORY     - Date     Condition        Report By
 OF2467  HISTORY     - 1939     FIRST OBSERVED   CGS
 OF2467  HISTORY     - 1969     GOOD             CGS
 OF2467  HISTORY     - 19941023 MARK NOT FOUND   USPSQD
 OF2467
 OF2467                          STATION DESCRIPTION
 OF2467
 OF2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF2467'THE FINIAL OF THE SILVER, ELEVATED MUNICIPAL WATER TANK IN THE
 OF2467'VILLAGE OF CHURCHVILLE, NEW YORK.
 OF2467
 OF2467                          STATION RECOVERY (1969)
 OF2467
 OF2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2467'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 OF2467
 OF2467                          STATION RECOVERY (1994)
 OF2467
 OF2467'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2692 ***********************************************************************
 OF2692  DESIGNATION -  CIACCIA
 OF2692  PID         -  OF2692
 OF2692  STATE/COUNTY-  NY/MONROE
 OF2692  USGS QUAD   -  ROCHESTER EAST (1978)
 OF2692
 OF2692                         *CURRENT SURVEY CONTROL
 OF2692  ___________________________________________________________________
 OF2692* NAD 83(1996)-  43 12 46.33473(N)    077 32 22.98043(W)     ADJUSTED  
 OF2692* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 OF2692  ___________________________________________________________________
 OF2692  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 OF2692  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OF2692
 OF2692  HORZ ORDER  -  THIRD
 OF2692
 OF2692.The horizontal coordinates were established by classical geodetic methods
 OF2692.and adjusted by the National Geodetic Survey in January 1999..
 OF2692
 OF2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2692
 OF2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2692
 OF2692.The geoid height was determined by GEOID03.
 OF2692
 OF2692;                    North         East     Units Scale Factor Converg.
 OF2692;SPC NY W     -   357,346.206   434,798.147   MT  1.00002592   +0 42 52.6
 OF2692;SPC NY W     - 1,172,393.34  1,426,500.25   sFT  1.00002592   +0 42 52.6
 OF2692;UTM  18      - 4,787,585.866   293,703.604   MT  1.00012355   -1 44 22.5
 OF2692
 OF2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2692!SPC NY W     -   0.99999374  x   1.00002592  =   1.00001966
 OF2692!UTM  18      -   0.99999374  x   1.00012355  =   1.00011729
 OF2692
 OF2692                          SUPERSEDED SURVEY CONTROL
 OF2692
 OF2692  NAD 83(1986)-  43 12 46.34260(N)    077 32 22.97997(W) AD(       ) 3
 OF2692  NGVD 29 (05/23/89)   75.9    (m)          249.     (f) VERT ANG       
 OF2692
 OF2692.Superseded values are not recommended for survey control.
 OF2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2692.See file dsdata.txt to determine how the superseded data were derived.
 OF2692
 OF2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9370487586(NAD 83)
 OF2692_MARKER: DD = SURVEY DISK
 OF2692_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OF2692_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OF2692_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OF2692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2692
 OF2692  HISTORY     - Date     Condition        Report By
 OF2692  HISTORY     - 1987     MONUMENTED       NOS
 OF2692
 OF2692                          STATION DESCRIPTION
 OF2692
 OF2692'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 OF2692'THE STATION IS LOCATED ON THE WESTERN SHORELINE OF IRONDEQUOIT BAY
 OF2692'IN THE BIG MASSAUG COVE AREA.  THE PROPERTY IS OWNED BY MR. VICTOR
 OF2692'CIACCIA OF 288 SHORE DRIVE, ROCHESTER,NY 14622.
 OF2692'
 OF2692'THE STATION WAS REACHED BY BOAT BY TRAVELING 0.1 MILE NORTH FROM
 OF2692'THE WEST END OF HIGHWAY 104 BRIDGE, THEN 0.1 MILE WEST TO THE AREA
 OF2692'OF THE STATION NEAR THE EAST END OF A SMALL PENINSULA.
 OF2692'
 OF2692'THE STATION IS A NOS ALUMINUM DISK STAMPED---CIACCIA 1987---,
 OF2692'SET INTO A MASS OF CONCRETE FLUSH WITH THE GROUND.  IT IS
 OF2692'LOCATED IN A GRASS AND RUBBLE AREA, 1.5 METERS (4.92 FT) WEST FROM
 OF2692'OF A FLAG-POLE.
 OF2692'
 OF2692'HEIGHT OF LIGHT SHOWN WAS 1.500 METERS ABOVE THE MARK.
 OF2692'DESCRIBED BY A EBADIRAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1347 ***********************************************************************
 OF1347  DESIGNATION -  CICERO CENTER MUNICIPAL TANK
 OF1347  PID         -  OF1347
 OF1347  STATE/COUNTY-  NY/ONONDAGA
 OF1347  USGS QUAD   -  CICERO (1978)
 OF1347
 OF1347                         *CURRENT SURVEY CONTROL
 OF1347  ___________________________________________________________________
 OF1347* NAD 83(1996)-  43 11 10.13543(N)    076 01 04.15079(W)     ADJUSTED  
 OF1347* NAVD 88     -                                                        
 OF1347  ___________________________________________________________________
 OF1347  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 OF1347  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 OF1347
 OF1347  HORZ ORDER  -  THIRD
 OF1347
 OF1347.The horizontal coordinates were established by classical geodetic methods
 OF1347.and adjusted by the National Geodetic Survey in January 1999..
 OF1347
 OF1347
 OF1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1347
 OF1347.The geoid height was determined by GEOID03.
 OF1347
 OF1347;                    North         East     Units Scale Factor Converg.
 OF1347;SPC NY C     -   354,004.109   295,970.259   MT  0.99996349   +0 23 13.3
 OF1347;SPC NY C     - 1,161,428.48    971,029.09   sFT  0.99996349   +0 23 13.3
 OF1347;UTM  18      - 4,781,989.430   417,289.794   MT  0.99968415   -0 41 47.8
 OF1347
 OF1347                          SUPERSEDED SURVEY CONTROL
 OF1347
 OF1347  NAD 83(1986)-  43 11 10.14101(N)    076 01 04.14786(W) AD(       ) 4
 OF1347  NAD 27      -  43 11 09.90100(N)    076 01 05.43900(W) AD(       ) 3
 OF1347
 OF1347.Superseded values are not recommended for survey control.
 OF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1347.See file dsdata.txt to determine how the superseded data were derived.
 OF1347
 OF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN1729081989(NAD 83)
 OF1347
 OF1347  HISTORY     - Date     Condition        Report By
 OF1347  HISTORY     - 1956     MONUMENTED       CGS
 OF1347
 OF1347                          STATION DESCRIPTION
 OF1347
 OF1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 OF1347'THE STATION IS LOCATED AT THE VILLAGE OF CICERO CENTER, THE TANK
 OF1347'IS OF STEEL CONSTRUCTION AND IS SUPPORTED BY A FOUR LEGGED
 OF1347'STRUCTURE.  IT IS ABOUT 90 FEET HIGH.  THE APEX OF THE TANK ROOF
 OF1347'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1691 ***********************************************************************
 NC1691  DESIGNATION -  CIMINESI
 NC1691  PID         -  NC1691
 NC1691  STATE/COUNTY-  NY/ERIE
 NC1691  USGS QUAD   -  FARNHAM (1960)
 NC1691
 NC1691                         *CURRENT SURVEY CONTROL
 NC1691  ___________________________________________________________________
 NC1691* NAD 83(1996)-  42 35 23.70218(N)    079 00 54.45958(W)     ADJUSTED  
 NC1691* NAVD 88     -       229.4    (meters)     753.     (feet)  VERTCON   
 NC1691  ___________________________________________________________________
 NC1691  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 NC1691  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NC1691
 NC1691  HORZ ORDER  -  FIRST
 NC1691
 NC1691.The horizontal coordinates were established by classical geodetic methods
 NC1691.and adjusted by the National Geodetic Survey in January 1999..
 NC1691
 NC1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1691
 NC1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1691
 NC1691.The geoid height was determined by GEOID03.
 NC1691
 NC1691;                    North         East     Units Scale Factor Converg.
 NC1691;SPC NY W     -   287,707.677   314,560.018   MT  0.99995295   -0 17 32.0
 NC1691;SPC NY W     -   943,920.94  1,032,018.99   sFT  0.99995295   -0 17 32.0
 NC1691;UTM  17      - 4,717,186.886   662,858.203   MT  0.99992632   +1 20 36.8
 NC1691
 NC1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1691!SPC NY W     -   0.99996945  x   0.99995295  =   0.99992240
 NC1691!UTM  17      -   0.99996945  x   0.99992632  =   0.99989577
 NC1691
 NC1691|---------------------------------------------------------------------|
 NC1691| PID    Reference Object                     Distance      Geod. Az  |
 NC1691|                                                           dddmmss.s |
 NC1691| DE4743 CIMINESI RM 1                        24.793 METERS 16950     |
 NC1691| DE4745 CIMINESI RM 3                                      19342     |
 NC1691| NC1680 DOMIN                               APPROX. 3.7 KM 2495715.4 |
 NC1691| NC1685 FARNHAM AM URETH SOLE INC TK        APPROX. 7.3 KM 2612413.7 |
 NC1691| NC1689 FARNHAM VIL MUN TANK                APPROX. 6.2 KM 2744040.2 |
 NC1691| DE4744 CIMINESI RM 2                        24.701 METERS 27958     |
 NC1691| NC1688 FARNHAM ATT MICROWAVE TOWER         APPROX. 6.5 KM 2802039.1 |
 NC1691| NC1675 ANGOLA NE STANDPIPE                 APPROX. 5.5 KM 3461855.8 |
 NC1691|---------------------------------------------------------------------|
 NC1691
 NC1691                          SUPERSEDED SURVEY CONTROL
 NC1691
 NC1691  NAD 83(1986)-  42 35 23.70809(N)    079 00 54.45541(W) AD(       ) 1
 NC1691  NAD 27      -  42 35 23.49322(N)    079 00 55.32190(W) AD(       ) 1
 NC1691  NGVD 29 (07/19/86)  229.5    (m)          753.     (f) VERT ANG       
 NC1691
 NC1691.Superseded values are not recommended for survey control.
 NC1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1691.See file dsdata.txt to determine how the superseded data were derived.
 NC1691
 NC1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6285817187(NAD 83)
 NC1691_MARKER: DS = TRIANGULATION STATION DISK
 NC1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1691_STAMPING: CIMINESI 1973
 NC1691_MARK LOGO: NGS   
 NC1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1691+STABILITY: SURFACE MOTION
 NC1691
 NC1691  HISTORY     - Date     Condition        Report By
 NC1691  HISTORY     - 1973     MONUMENTED       NGS
 NC1691  HISTORY     - 1989     GOOD             USPSQD
 NC1691  HISTORY     - 19981121 GOOD             NYDT
 NC1691  HISTORY     - 19991121 GOOD             NYDT
 NC1691
 NC1691                          STATION DESCRIPTION
 NC1691
 NC1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1691'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE LAKE SHORE
 NC1691'CENTRAL SCHOOL GROUNDS IN THE VILLAGE OF BRANT.
 NC1691'
 NC1691'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 323
 NC1691'AND 249 IN BRANT, GO EAST ON HIGHWAY 249 FOR 0.1 MILE TO
 NC1691'REFERENCE MARK 3 ON THE RIGHT, CONTINUE EAST ON HIGHWAY 249 FOR
 NC1691'200 FEET TO A PAVED DRIVE ON THE LEFT LEADING TO THE LAKE
 NC1691'SHORE CENTRAL SCHOOL, TURN LEFT AND GO NORTH FOR 0.1 MILE TO
 NC1691'THE NORTHEAST CORNER OF A STORM FENCE SURROUNDING THE SCHOOL
 NC1691'AND THE STATION AS DESCRIBED.
 NC1691'
 NC1691'STATION MARKS, SURFACE AND UNDERGROUND, STAMPED CIMINESI 1973,
 NC1691'ARE STANDARD DISK.  THE SURFACE MARK IS SET IN A ROUND CONCRETE
 NC1691'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 111 FEET
 NC1691'NORTH OF A CHAIN LINK FENCE CORNER, 16.5 FEET SOUTH OF THE CHAIN
 NC1691'LINK FENCE AND 16 FEET WEST OF THE CHAIN LINK FENCE.
 NC1691'
 NC1691'REFERENCE MARK 1, STAMPED CIMINESI NO 1 1973 IS A STANDARD
 NC1691'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 NC1691'WITH THE GROUND SURFACE.  IT IS 96 FEET SOUTH OF THE CHAIN LINK
 NC1691'FENCE, 42 FEET EAST OF THE NORTHEAST CORNER OF THE PARKING LOT
 NC1691'AND 1.5 FEET WEST OF THE CHAIN LINK FENCE.
 NC1691'
 NC1691'REFERENCE MARK 2, STAMPED CIMINESI NO 2 1973 IS A STANDARD
 NC1691'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 NC1691'WITH THE GROUND SURFACE.  IT IS 141 FEET NORTH OF THE NORTHEAST
 NC1691'CORNER OF THE PARKING LOT, 96 FEET WEST OF THE CHAIN LINK FENCE
 NC1691'CORNER, 42 FEET EAST OF A 14-INCH TREE AND 2 FEET SOUTH OF THE
 NC1691'CHAIN LINK FENCE.
 NC1691'
 NC1691'REFERENCE MARK 3, STAMPED CIMINESI NO 3 1973 IS A STANDARD DISK
 NC1691'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NC1691'GROUND SURFACE.  IT IS 23 FEET NORTHWEST OF A 48-INCH TREE, 22
 NC1691'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 249, 3 FEET WEST OF A
 NC1691'TELEPHONE POLE NUMBERED 6 AND 3 FEET EAST OF A METAL WITNESS
 NC1691'POST.
 NC1691'
 NC1691'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 NC1691
 NC1691                          STATION RECOVERY (1989)
 NC1691
 NC1691'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCD)
 NC1691'RECOVERED IN GOOD CONDITION.
 NC1691
 NC1691                          STATION RECOVERY (1998)
 NC1691
 NC1691'RECOVERY NOTE BY NY DEPT OF TRANSP 1998 (KJT)
 NC1691'PRIMARY AZIMUTH MARK, DOMIN, ON LONGER VISIBLE.  ONLY AZIMUTH THAT IS
 NC1691'VISIBLE IS NC1675 ANGOLA NE STAMDPIPE.
 NC1691
 NC1691                          STATION RECOVERY (1999)
 NC1691
 NC1691'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (KJT)
 NC1691'PRIMARY AZIMUTH MARK, DOMIN, NO LONGER VISIBLE.  ONLY AZIMUTH THAT IS
 NC1691'VISIBLE IS NC1675 ANGOLA NE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3836 ***********************************************************************
 AB3836  CBN         -  This is a Cooperative Base Network Control Station.
 AB3836  DESIGNATION -  CINCI
 AB3836  PID         -  AB3836
 AB3836  STATE/COUNTY-  NY/CORTLAND
 AB3836  USGS QUAD   -  CINCINNATUS (1976)
 AB3836
 AB3836                         *CURRENT SURVEY CONTROL
 AB3836  ___________________________________________________________________
 AB3836* NAD 83(1996)-  42 30 35.01311(N)    075 55 04.96968(W)     ADJUSTED  
 AB3836* NAVD 88     -       320.091  (meters)    1050.17   (feet)  ADJUSTED  
 AB3836  ___________________________________________________________________
 AB3836  X           -   1,145,778.217 (meters)                     COMP
 AB3836  Y           -  -4,567,622.962 (meters)                     COMP
 AB3836  Z           -   4,287,705.718 (meters)                     COMP
 AB3836  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 AB3836  ELLIP HEIGHT-         287.86  (meters)          (09/18/02) GPS OBS
 AB3836  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AB3836  DYNAMIC HT  -         319.986 (meters)    1049.82  (feet)  COMP
 AB3836  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 AB3836
 AB3836  HORZ ORDER  -  B
 AB3836  VERT ORDER  -  SECOND    CLASS II
 AB3836  ELLP ORDER  -  FOURTH    CLASS II
 AB3836
 AB3836.The horizontal coordinates were established by GPS observations
 AB3836.and adjusted by the National Geodetic Survey in July 1997..
 AB3836
 AB3836.The orthometric height was determined by differential leveling
 AB3836.and adjusted by the National Geodetic Survey in June 2005..
 AB3836.No vertical observational check was made to the station.
 AB3836
 AB3836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3836
 AB3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3836
 AB3836.The ellipsoidal height was determined by GPS observations
 AB3836.and is referenced to NAD 83.
 AB3836
 AB3836.The geoid height was determined by GEOID03.
 AB3836
 AB3836.The dynamic height is computed by dividing the NAVD 88
 AB3836.geopotential number by the normal gravity value computed on the
 AB3836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3836.degrees latitude (g = 980.6199 gals.).
 AB3836
 AB3836.The modeled gravity was interpolated from observed gravity values.
 AB3836
 AB3836;                    North         East     Units Scale Factor Converg.
 AB3836;SPC NY C     -   278,924.371   304,674.084   MT  0.99997426   +0 26 58.4
 AB3836;SPC NY C     -   915,104.37    999,584.89   sFT  0.99997426   +0 26 58.4
 AB3836;UTM  18      - 4,706,781.335   424,579.023   MT  0.99966998   -0 37 13.3
 AB3836
 AB3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3836!SPC NY C     -   0.99995486  x   0.99997426  =   0.99992912
 AB3836!UTM  18      -   0.99995486  x   0.99966998  =   0.99962485
 AB3836
 AB3836                          SUPERSEDED SURVEY CONTROL
 AB3836
 AB3836  ELLIP H (07/24/97)  287.86   (m)                       GP(       ) 1 1
 AB3836  NAD 83(1992)-  42 30 35.01242(N)    075 55 04.96903(W) AD(       ) B
 AB3836  NAD 83(1992)-  42 30 35.01243(N)    075 55 04.96903(W) AD(       ) B
 AB3836  ELLIP H (06/10/96)  287.81   (m)                       GP(       ) 1 1
 AB3836
 AB3836.Superseded values are not recommended for survey control.
 AB3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3836.See file dsdata.txt to determine how the superseded data were derived.
 AB3836
 AB3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2457906781(NAD 83)
 AB3836_MARKER: DD = SURVEY DISK
 AB3836_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB3836_SP_SET: BRIDGE ABUTMENT
 AB3836_STAMPING: CINCI CBN 1995
 AB3836_MARK LOGO: NYDT  
 AB3836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3836+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AB3836
 AB3836  HISTORY     - Date     Condition        Report By
 AB3836  HISTORY     - 1995     MONUMENTED       NYDT
 AB3836  HISTORY     - 19981015 GOOD             FA
 AB3836  HISTORY     - 19990215 GOOD             POPLI
 AB3836  HISTORY     - 20010401 GOOD             NYDT
 AB3836  HISTORY     - 20010425 GOOD             NYDT
 AB3836  HISTORY     - 20010725 GOOD             NYDT
 AB3836  HISTORY     - 20040713 GOOD             NYDT
 AB3836
 AB3836                          STATION DESCRIPTION
 AB3836
 AB3836'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3836'THE STATION IS LOCATED ON STATE HIGHWAY 26, ABOUT 3.9 KM (2.4 MI)
 AB3836'SOUTHWEST OF THE HAMLET OF CINNCINATUS IN THE TOWN OF CINNCINATUS,
 AB3836'CORTLAND COUNTY.  OWNERSHIP-- HIGHWAY RIGHT-OF-WAY.  TO REACH THE
 AB3836'STATION FROM THE NORTHERN JUNCTION OF STATE HIGHWAYS 26 AND 41, GO
 AB3836'SOUTH ON HIGHWAYS 26 AND 41 FOR 0.6 KM (0.4 MI) TO THE BRIDGE OVER GEE
 AB3836'BROOK AND THE STATION ON THE RIGHT, JUST PAST REFERENCE MARKER
 AB3836'26/3202/1080.  THE STATION IS A STANDARD DISK SET IN THE SOUTHWEST
 AB3836'BRIDGE ABUTMENT OF THE BRIDGE OVER GEE BROOK.
 AB3836
 AB3836                          STATION RECOVERY (1998)
 AB3836
 AB3836'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 AB3836'DISK IS KIND OF TRICKY TO SET LEGS OVER.
 AB3836
 AB3836                          STATION RECOVERY (1999)
 AB3836
 AB3836'RECOVERY NOTE BY POPLI CONSULTING ENGRS/SURVEYORS 1999 (TWR)
 AB3836'SEE NGS DATA SHEET.  DESCRIPTION ADEQUATE. DESCRIPTION REPORT.
 AB3836
 AB3836                          STATION RECOVERY (2001)
 AB3836
 AB3836'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (HW)
 AB3836'RECOVERED IN GOOD CONDITION.
 AB3836
 AB3836                          STATION RECOVERY (2001)
 AB3836
 AB3836'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (RC)
 AB3836'RECOVERED AS DESCRIBED.
 AB3836'
 AB3836
 AB3836                          STATION RECOVERY (2001)
 AB3836
 AB3836'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AB3836'RECOVERED AS DESCRIBED.
 AB3836'
 AB3836
 AB3836                          STATION RECOVERY (2004)
 AB3836
 AB3836'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (GJB)
 AB3836'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1909 ***********************************************************************
 NB1909  DESIGNATION -  CINNAMON
 NB1909  PID         -  NB1909
 NB1909  STATE/COUNTY-  NY/SCHUYLER
 NB1909  USGS QUAD   -  BRADFORD (1983)
 NB1909
 NB1909                         *CURRENT SURVEY CONTROL
 NB1909  ___________________________________________________________________
 NB1909* NAD 83(1996)-  42 16 47.66471(N)    077 01 55.03971(W)     ADJUSTED  
 NB1909* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 NB1909  ___________________________________________________________________
 NB1909  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 NB1909  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NB1909
 NB1909  HORZ ORDER  -  FIRST
 NB1909
 NB1909.The horizontal coordinates were established by classical geodetic methods
 NB1909.and adjusted by the National Geodetic Survey in January 1999..
 NB1909
 NB1909.The orthometric height was scaled from a topographic map.
 NB1909
 NB1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1909
 NB1909.The geoid height was determined by GEOID03.
 NB1909
 NB1909;                    North         East     Units Scale Factor Converg.
 NB1909;SPC NY C     -   253,280.420   212,996.925   MT  0.99995434   -0 18 06.5
 NB1909;SPC NY C     -   830,970.84    698,807.41   sFT  0.99995434   -0 18 06.5
 NB1909;UTM  18      - 4,682,853.878   332,454.385   MT  0.99994540   -1 22 02.4
 NB1909
 NB1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1909!SPC NY C     -   0.99990934  x   0.99995434  =   0.99986369
 NB1909!UTM  18      -   0.99990934  x   0.99994540  =   0.99985475
 NB1909
 NB1909|---------------------------------------------------------------------|
 NB1909| PID    Reference Object                     Distance      Geod. Az  |
 NB1909|                                                           dddmmss.s |
 NB1909| DE4779 CINNAMON RM 1                        25.130 METERS 05046     |
 NB1909| DE4778 CINNAMON AZ MK                                     0770816.8 |
 NB1909| NB1919 BUFFALO NEW YORK AIRWAY BCN 9       APPROX.17.9 KM 2552125.4 |
 NB1909| DE4780 CINNAMON RM 2                        28.844 METERS 30348     |
 NB1909|---------------------------------------------------------------------|
 NB1909
 NB1909                          SUPERSEDED SURVEY CONTROL
 NB1909
 NB1909  NAD 83(1986)-  42 16 47.66955(N)    077 01 55.03438(W) AD(       ) 1
 NB1909  NAD 27      -  42 16 47.39900(N)    077 01 56.15300(W) AD(       ) 1
 NB1909
 NB1909.Superseded values are not recommended for survey control.
 NB1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1909.See file dsdata.txt to determine how the superseded data were derived.
 NB1909
 NB1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM3245482854(NAD 83)
 NB1909_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1909+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2001
 NB1909
 NB1909  HISTORY     - Date     Condition        Report By
 NB1909  HISTORY     - 1939     MONUMENTED       CGS
 NB1909  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1909  HISTORY     - 1989     GOOD             LOCENG
 NB1909  HISTORY     - 20010803 GOOD             INDIV
 NB1909
 NB1909                          STATION DESCRIPTION
 NB1909
 NB1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1909'STATION IS LOCATED ABOUT 10.0 MILES NORTH-NORTHEAST OF CORNING
 NB1909'AND ABOUT 2.0 MILES SOUTH OF MONTEREY.  STATION IS ON A FLAT
 NB1909'TOPPED HILL WOODED TO THE NORTH AND CLEAR TO THE SOUTH ON THE
 NB1909'LAND OWNED BY THE STATE CONSERVATION DEPARTMENT.  STATION IS
 NB1909'ABOUT 0.1 MILE SOUTH OF OLD BARN AND ABOUT 100 YARDS WEST OF
 NB1909'NORTH-SOUTH ROAD.  STATION, REFERENCE MARKS AND AZIMUTH ARE
 NB1909'MARKED CINNAMON 1939.
 NB1909'
 NB1909'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1909'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1909'
 NB1909'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT AT
 NB1909'BEAVER DAM GO WEST 3.7 MILES, TURN LEFT AND GO PAST OLD BARN,
 NB1909'ABOUT 100 YARDS, TURN RIGHT AND GO ABOUT 100 YARDS TO
 NB1909'STATION.  STATION IS IN THE NORTHWEST CORNER OF REFORESTED PINE
 NB1909'FIELD.
 NB1909'
 NB1909'A WHITE POST STAMPED U.S. TRIANGULATION AND SET ABOUT 18 INCHES
 NB1909'ABOVE THE GROUND IS ABOUT 5 FEET FROM THE STATION.
 NB1909'
 NB1909'A 64-FOOT TOWER IS NEEDED ALTHOUGH SOME LINES MAY BE SEEN
 NB1909'LOWER BY CLEARING.
 NB1909'
 NB1909'AZIMUTH MARK IS ABOUT 0.8 MILE EAST OF STATION AT FENCE CORNER
 NB1909'SOUTH OF ROAD.
 NB1909'
 NB1909'REFERENCE MARK NO.1 IS 10.0 FEET NORTH OF CENTER LINE OF EAST
 NB1909'AND WEST ROAD.  REFERENCE MARK NO.2 IS 10.0 FEET NORTH OF CENTER
 NB1909'LINE OF EAST-WEST ROAD.
 NB1909'
 NB1909'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 NB1909
 NB1909                          STATION RECOVERY (1974)
 NB1909
 NB1909'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1909'ALL MARKS RECOVERED IN GOOD CONDITION.  LOCATED ON A TIMBERED
 NB1909'HILL, 0.1 MILE WEST OF ROAD AND ABOUT 1100 FEET NORTH OF THE
 NB1909'SCHUYLER-STEUBEN COUNTY LINE.  VIEW COMPLETELY BLOCKED IN ALL
 NB1909'DIRECTIONS.
 NB1909'
 NB1909'STATION MARK IS A STANDARD DISK STAMPED CINNAMON 1939, SET IN THE
 NB1909'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES.  IT
 NB1909'IS 3 FEET NORTH OF A WITNESS POST.
 NB1909'
 NB1909'RM NO. 1 IS A STANDARD DISK STAMPED CINNAMON NO 1 1939, SET IN
 NB1909'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES.
 NB1909'
 NB1909'RM NO. 2 IS A STANDARD DISK STAMPED CINNAMON NO 2 1939, SET
 NB1909'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4
 NB1909'INCHES.
 NB1909'
 NB1909'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CINNAMON 1939, SET
 NB1909'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 NB1909'2 INCHES.  IT IS ON SOUTH SIDE OF ROAD, AT A FENCE CORNER.
 NB1909'
 NB1909'TO REACH STATION FROM MAIN INTERSECTION IN MONTEREY, GO
 NB1909'SOUTH ON MACADAM ROAD FOR 1.1 MILES TO CROSSROAD.  CONTINUE
 NB1909'AHEAD FOR 1.2 MILES TO A T-ROAD RIGHT.  GO RIGHT, SOUTH, 0.1 MILE,
 NB1909'THEN GO RIGHT ON OLD ROAD FOR 0.1 MILE TO STATION.
 NB1909
 NB1909                          STATION RECOVERY (1989)
 NB1909
 NB1909'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (ATL)
 NB1909'RECOVERED IN GOOD CONDITION.
 NB1909
 NB1909                          STATION RECOVERY (2001)
 NB1909
 NB1909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NB1909'THE  EAST -WEST ROAD DESCRIBED IN 1939 IS NOW OVERGROWN. RM1
 NB1909'IS LOCATED ABOUT 76 FEET FROM THE STATION AT A BEARING OF 87
 NB1909'DEGREES.  RM2 IS 83 FROM THE STATION MARK AT A BEARING OF 330
 NB1909'DEGREES.  ALL ARE LOCATED IN PROXIMITY TO WITNESS POST AS
 NB1909'DESCRIBED IN 1974 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1767 ***********************************************************************
 OF1767  DESIGNATION -  CIRCLE 1925
 OF1767  PID         -  OF1767
 OF1767  STATE/COUNTY-  NY/MONROE
 OF1767  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1767
 OF1767                         *CURRENT SURVEY CONTROL
 OF1767  ___________________________________________________________________
 OF1767* NAD 83(1996)-  43 09 41.26999(N)    077 35 11.53730(W)     ADJUSTED  
 OF1767* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 OF1767  ___________________________________________________________________
 OF1767  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 OF1767  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1767
 OF1767  HORZ ORDER  -  SECOND
 OF1767
 OF1767.The horizontal coordinates were established by classical geodetic methods
 OF1767.and adjusted by the National Geodetic Survey in January 1999..
 OF1767
 OF1767.The orthometric height was scaled from a topographic map.
 OF1767
 OF1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1767
 OF1767.The geoid height was determined by GEOID03.
 OF1767
 OF1767;                    North         East     Units Scale Factor Converg.
 OF1767;SPC NY W     -   351,589.001   431,061.696   MT  1.00001831   +0 40 54.8
 OF1767;SPC NY W     - 1,153,504.91  1,414,241.58   sFT  1.00001831   +0 40 54.8
 OF1767;UTM  18      - 4,781,993.234   289,723.721   MT  1.00014396   -1 46 11.9
 OF1767
 OF1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1767!SPC NY W     -   0.99998130  x   1.00001831  =   0.99999961
 OF1767!UTM  18      -   0.99998130  x   1.00014396  =   1.00012526
 OF1767
 OF1767                          SUPERSEDED SURVEY CONTROL
 OF1767
 OF1767  NAD 83(1986)-  43 09 41.27823(N)    077 35 11.53705(W) AD(       ) 2
 OF1767  NAD 27      -  43 09 41.05500(N)    077 35 12.53700(W) AD(       ) 2
 OF1767
 OF1767.Superseded values are not recommended for survey control.
 OF1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1767.See file dsdata.txt to determine how the superseded data were derived.
 OF1767
 OF1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8972481993(NAD 83)
 OF1767
 OF1767  HISTORY     - Date     Condition        Report By
 OF1767  HISTORY     - 1925     MONUMENTED       CGS
 OF1767  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1767
 OF1767                          STATION DESCRIPTION
 OF1767
 OF1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1767'IN ROCHESTER, IN THE FLAGSTONE SIDEWALK, 3.56 METERS SOUTH OF
 OF1767'THE SOUTH CURB OF MAIN STREET EAST, AND 19.18 METERS WEST OF THE
 OF1767'WEST CURB OF CIRCLE STREET.  STATION IS SET AS DESCRIBED IN
 OF1767'NOTE D-1.
 OF1767
 OF1767                          STATION RECOVERY (1977)
 OF1767
 OF1767'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1767'CIRCLE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4797 ***********************************************************************
 KV4797  DESIGNATION -  CITY
 KV4797  PID         -  KV4797
 KV4797  STATE/COUNTY-  NY/RICHMOND
 KV4797  USGS QUAD   -  ELIZABETH (1995)
 KV4797
 KV4797                         *CURRENT SURVEY CONTROL
 KV4797  ___________________________________________________________________
 KV4797* NAD 83(1996)-  40 38 29.67548(N)    074 08 06.99955(W)     ADJUSTED  
 KV4797* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4797  ___________________________________________________________________
 KV4797  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV4797  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4797
 KV4797  HORZ ORDER  -  THIRD
 KV4797
 KV4797.The horizontal coordinates were established by classical geodetic methods
 KV4797.and adjusted by the National Geodetic Survey in January 1999..
 KV4797
 KV4797.The orthometric height was scaled from a topographic map.
 KV4797
 KV4797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4797
 KV4797.The geoid height was determined by GEOID03.
 KV4797
 KV4797;                    North         East     Units Scale Factor Converg.
 KV4797;SPC NY L     -    52,745.439   288,556.945   MT  1.00000149   -0 05 18.5
 KV4797;SPC NY L     -   173,048.99    946,707.24   sFT  1.00000149   -0 05 18.5
 KV4797;SPC NJ       -   200,812.408   180,848.556   MT  0.99991171   +0 14 15.2
 KV4797;SPC NJ       -   658,832.04    593,333.97   sFT  0.99991171   +0 14 15.2
 KV4797;UTM  18      - 4,499,329.282   573,117.429   MT  0.99966580   +0 33 47.7
 KV4797
 KV4797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4797!SPC NY L     -   1.00000495  x   1.00000149  =   1.00000644
 KV4797!SPC NJ       -   1.00000495  x   0.99991171  =   0.99991666
 KV4797!UTM  18      -   1.00000495  x   0.99966580  =   0.99967075
 KV4797
 KV4797|---------------------------------------------------------------------|
 KV4797| PID    Reference Object                     Distance      Geod. Az  |
 KV4797|                                                           dddmmss.s |
 KV4797| CB5779 CITY RM 2                            22.159 METERS 05334     |
 KV4797| CB5778 CITY RM 1                            12.436 METERS 18532     |
 KV4797| KV4804 MILL                                APPROX. 1.2 KM 2524457.7 |
 KV4797| KV4691 CABLE AND WIRE CO CHIMNEY           APPROX. 0.7 KM 3104438.6 |
 KV4797| KV4720 NUCOA BUTTER CO STACK               APPROX. 1.2 KM 3403318.2 |
 KV4797| KV4663 BAYONNE                             479.191 METERS 3513202.4 |
 KV4797| KV4722 NUT AND BOLT CO CHIMNEY             APPROX. 0.5 KM 3524017.3 |
 KV4797|---------------------------------------------------------------------|
 KV4797
 KV4797                          SUPERSEDED SURVEY CONTROL
 KV4797
 KV4797  NAD 83(1986)-  40 38 29.67472(N)    074 08 06.99931(W) AD(       ) 3
 KV4797  NAD 27      -  40 38 29.30300(N)    074 08 08.49300(W) AD(       ) 3
 KV4797
 KV4797.Superseded values are not recommended for survey control.
 KV4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4797.See file dsdata.txt to determine how the superseded data were derived.
 KV4797
 KV4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7311799329(NAD 83)
 KV4797_MARKER: DS = TRIANGULATION STATION DISK
 KV4797_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4797_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4797
 KV4797  HISTORY     - Date     Condition        Report By
 KV4797  HISTORY     - 1913     MONUMENTED       CGS
 KV4797  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4797  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 KV4797
 KV4797                          STATION DESCRIPTION
 KV4797
 KV4797'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4797'ON A DOCK BELONGING TO THE CITY OF NEW YORK AND LOCATED ON THE
 KV4797'N OR KILL VAN KULL SHORE OF STATEN ISLAND, AND IN PORT
 KV4797'RICHMOND.  A CLUBHOUSE IS JUST W OF THE SHORE END OF THE DOCK
 KV4797'AND TO THE EASTWARD THERE IS A COAL DOCK.  THE STATION IS 32
 KV4797'METERS FROM THE N END OF THE CITY DOCK AND 7 METERS FROM ITS W
 KV4797'SIDE, AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK SET IN
 KV4797'THE TOP OF A PIECE OF 4-INCH TILE PIPE FILLED WITH CEMENT AND
 KV4797'SUNK TO THE DOCK LEVEL.  THE SUBSURFACE MARK IS A BURIED
 KV4797'BOTTLE SET IN CONCRETE.  TWO REFERENCE MARKS, EACH A NAIL IN
 KV4797'CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE AND SUNK TO
 KV4797'THE GROUND LEVEL, ARE PLACED RESPECTIVELY 40.80 FEET S 15 DEG
 KV4797'W AND 72.70 FEET N 63 DEG E FROM THE STATION.
 KV4797
 KV4797                          STATION RECOVERY (1931)
 KV4797
 KV4797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4797'STATION LOST.
 KV4797
 KV4797                          STATION RECOVERY (1994)
 KV4797
 KV4797'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3807 ***********************************************************************
 KU3807  DESIGNATION -  CITY
 KU3807  PID         -  KU3807
 KU3807  STATE/COUNTY-  NY/BRONX
 KU3807  USGS QUAD   -  FLUSHING (1979)
 KU3807
 KU3807                         *CURRENT SURVEY CONTROL
 KU3807  ___________________________________________________________________
 KU3807* NAD 83(1996)-  40 50 12.59966(N)    073 47 03.18772(W)     ADJUSTED  
 KU3807* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU3807  ___________________________________________________________________
 KU3807  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KU3807  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU3807
 KU3807  HORZ ORDER  -  THIRD
 KU3807
 KU3807.The horizontal coordinates were established by classical geodetic methods
 KU3807.and adjusted by the National Geodetic Survey in January 1999..
 KU3807
 KU3807.The orthometric height was scaled from a topographic map.
 KU3807
 KU3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3807
 KU3807.The geoid height was determined by GEOID03.
 KU3807
 KU3807;                    North         East     Units Scale Factor Converg.
 KU3807;SPC NY E     -   222,675.897   210,364.845   MT  0.99994484   +0 28 05.0
 KU3807;SPC NY E     -   730,562.51    690,172.00   sFT  0.99994484   +0 28 05.0
 KU3807;SPC CT       -   153,311.017   217,569.339   MT  1.00005655   -0 41 08.7
 KU3807;SPC CT       -   502,987.89    713,808.74   sFT  1.00005655   -0 41 08.7
 KU3807;UTM  18      - 4,521,355.451   602,501.928   MT  0.99972932   +0 47 42.3
 KU3807
 KU3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3807!SPC NY E     -   1.00000479  x   0.99994484  =   0.99994963
 KU3807!SPC CT       -   1.00000479  x   1.00005655  =   1.00006134
 KU3807!UTM  18      -   1.00000479  x   0.99972932  =   0.99973411
 KU3807
 KU3807|---------------------------------------------------------------------|
 KU3807| PID    Reference Object                     Distance      Geod. Az  |
 KU3807|                                                           dddmmss.s |
 KU3807| CB6686 CITY 2 RM 4                          20.373 METERS 04938     |
 KU3807| CB6683 CITY RM 1                             3.052 METERS 14308     |
 KU3807| KU3803 FORT TOTTEN FLAGPOLE                APPROX. 5.0 KM 1711020.7 |
 KU3807| KU3763 THROGS NECK FRANCIS MONASTERY       APPROX. 3.4 KM 2252353.5 |
 KU3807| KU3602 EMPIRE STATE BUILDING               APPROX.19.6 KM 2400344.8 |
 KU3807| KU3866 WESTCHESTER SPIRE                   APPROX. 5.0 KM 2722213.2 |
 KU3807| CB6684 CITY RM 2                             3.100 METERS 28020     |
 KU3807| KU3874 CITY 2                               12.939 METERS 34816     |
 KU3807|---------------------------------------------------------------------|
 KU3807
 KU3807                          SUPERSEDED SURVEY CONTROL
 KU3807
 KU3807  NAD 83(1996)-  40 50 12.60082(N)    073 47 03.18805(W) AD(       ) 3
 KU3807  NAD 83(1992)-  40 50 12.59977(N)    073 47 03.18909(W) AD(       ) 3
 KU3807  NAD 83(1986)-  40 50 12.60246(N)    073 47 03.18793(W) AD(       ) 3
 KU3807  NAD 27      -  40 50 12.23800(N)    073 47 04.70500(W) AD(       ) 3
 KU3807
 KU3807.Superseded values are not recommended for survey control.
 KU3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3807.See file dsdata.txt to determine how the superseded data were derived.
 KU3807
 KU3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0250221355(NAD 83)
 KU3807_MARKER: DS = TRIANGULATION STATION DISK
 KU3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3807
 KU3807  HISTORY     - Date     Condition        Report By
 KU3807  HISTORY     - 1933     MONUMENTED       CGS
 KU3807  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KU3807  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KU3807
 KU3807                          STATION DESCRIPTION
 KU3807
 KU3807'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3807'STATION IS ESTABLISHED ON THE SOUTHWESTERLY SHORE OF CITY ISLAND
 KU3807'AT ITS MOST SOUTHERLY EXTREMITY AND LOCATED NEAR THE SOUTHWESTERLY
 KU3807'CORNER OF THE CITY ISLAND ATHLETIC CLUBS PREMISES.
 KU3807'
 KU3807'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KU3807'
 KU3807'THE POINT OCCUPIED LIES IN SIGHT OF THE OUTER PORTION OF THE
 KU3807'T-SHAPED PUBLIC LANDING PIER AT THE SOUTHERN TERMINATION OF CITY
 KU3807'ISLAND AVENUE.
 KU3807'
 KU3807'STATION CITY IS FOUND IN A CONCRETE BLOCK EMBEDDED IN THE HIGH
 KU3807'SHORE EMBANKMENT.
 KU3807'
 KU3807'REFERENCE MARKS NOS.1 AND 2 ARE SUNK INTO THE STONE COPING OF THE
 KU3807'SEA WALL WHICH CONSERVES THE SHORE AROUND THE SOUTHERLY POINT.  AS
 KU3807'REFERENCE MARK NO.3 WAS USED THE CENTER LINE OF A TALL, HEAVILY
 KU3807'CONSTRUCTED AND WELL-BRACED, DARK PAINTED MILE POST BEARING A
 KU3807'DIAMOND-SHAPED, INSCRIBED SIGN WITH ITS FACE SOUTHWARD.
 KU3807
 KU3807                          STATION RECOVERY (1953)
 KU3807
 KU3807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 KU3807'REFERENCE MARKS NOS. 1 AND 2 RECOVERED IN GOOD CONDITION.
 KU3807'
 KU3807'THE STATION AND REFERENCE MARK NO. 3 ARE LOST DUE TO EROSION FROM
 KU3807'WAVE ACTION FROM UNDER THE SEA WALL.  THE EARTH HAS BEEN REPLACED
 KU3807'AND SEA WALL REINFORCED BY THE MORRIS YACHT AND BEACH CLUB WHICH
 KU3807'NOW OWNS THE PROPERTY FORMERLY OCCUPIED BY THE CITY ISLAND ATLETIC
 KU3807'CLUB.
 KU3807'
 KU3807'WITNESS MARKS NOS. 1 AND 2 NO LONGER EXIST.
 KU3807'
 KU3807'THE NEXT FIELD PARTY SURVEYING IN THE VICINITY SHOULD RE-ESTABLISH
 KU3807'THE TRIANGULATION STATION USING THE ORIGINAL DISTANCE
 KU3807'MEASUREMENTS TO THE RECOVERED REFERENCE MARKS.
 KU3807
 KU3807                          STATION RECOVERY (1971)
 KU3807
 KU3807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KU3807'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.
 KU3807'STATION MARK WAS NOT FOUND (IT WAS PREVIOUSLY REPORTED LOST DUE TO
 KU3807'EROSION).  THE MORRIS YACHT CLUB IS PLANNING TO MAKE AN EXTENSIVE
 KU3807'FILL, WHICH WOULD COVER THE STATION SITE, SO AFTER RE-LOCATING THE
 KU3807'STATION POINT BY DISTANCE AND ANGLE FROM THE REFERENCE MARKS AND
 KU3807'SEVERAL INTERSECTION STATIONS, A NEW STATION , CITY 2, WAS ESTABLISHED
 KU3807'NEARBY.  FOR FURTHER INFORMATION SEE DESCRIPTION FOR THAT STATION.
 KU3807'
 KU3807'NOTE--THE 2 OLD REFERENCE MARKS WERE LEFT IN PLACE TO BE COVERED
 KU3807'BY THE FILL.
 KU3807'
 KU3807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT CITY ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3874 ***********************************************************************
 KU3874  DESIGNATION -  CITY 2
 KU3874  PID         -  KU3874
 KU3874  STATE/COUNTY-  NY/BRONX
 KU3874  USGS QUAD   -  FLUSHING (1979)
 KU3874
 KU3874                         *CURRENT SURVEY CONTROL
 KU3874  ___________________________________________________________________
 KU3874* NAD 83(1996)-  40 50 13.01035(N)    073 47 03.30000(W)     ADJUSTED  
 KU3874* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU3874  ___________________________________________________________________
 KU3874  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KU3874  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KU3874
 KU3874  HORZ ORDER  -  THIRD
 KU3874
 KU3874.The horizontal coordinates were established by classical geodetic methods
 KU3874.and adjusted by the National Geodetic Survey in January 1999..
 KU3874.No horizontal observational check was made to the station.
 KU3874
 KU3874.The orthometric height was scaled from a topographic map.
 KU3874
 KU3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3874
 KU3874.The geoid height was determined by GEOID03.
 KU3874
 KU3874;                    North         East     Units Scale Factor Converg.
 KU3874;SPC NY E     -   222,688.543   210,362.111   MT  0.99994483   +0 28 05.0
 KU3874;SPC NY E     -   730,603.99    690,163.03   sFT  0.99994483   +0 28 05.0
 KU3874;SPC NY L     -    74,454.659   318,196.715   MT  0.99999493   +0 08 28.0
 KU3874;SPC NY L     -   244,273.33  1,043,950.39   sFT  0.99999493   +0 08 28.0
 KU3874;UTM  18      - 4,521,368.079   602,499.122   MT  0.99972931   +0 47 42.2
 KU3874
 KU3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3874!SPC NY E     -   1.00000464  x   0.99994483  =   0.99994947
 KU3874!SPC NY L     -   1.00000464  x   0.99999493  =   0.99999957
 KU3874!UTM  18      -   1.00000464  x   0.99972931  =   0.99973394
 KU3874
 KU3874|---------------------------------------------------------------------|
 KU3874| PID    Reference Object                     Distance      Geod. Az  |
 KU3874|                                                           dddmmss.s |
 KU3874| CB6685 CITY 2 RM 3                          25.296 METERS 03000     |
 KU3874| CB6686 CITY 2 RM 4                          18.162 METERS 08820     |
 KU3874| KU3804 STEPPING STONES LH 1882             APPROX. 1.6 KM 1502059.0 |
 KU3874| KU3807 CITY                                 12.939 METERS 16816     |
 KU3874| KU3803 FORT TOTTEN FLAGPOLE                APPROX. 5.0 KM 1710953.5 |
 KU3874| KU3763 THROGS NECK FRANCIS MONASTERY       APPROX. 3.4 KM 2251302.3 |
 KU3874| KU3602 EMPIRE STATE BUILDING               APPROX.19.6 KM 2400135.6 |
 KU3874| KU3866 WESTCHESTER SPIRE                   APPROX. 5.0 KM 2721339.4 |
 KU3874|---------------------------------------------------------------------|
 KU3874
 KU3874                          SUPERSEDED SURVEY CONTROL
 KU3874
 KU3874  NAD 83(1996)-  40 50 13.01152(N)    073 47 03.30033(W) AD(       ) 3
 KU3874  NAD 83(1992)-  40 50 13.01046(N)    073 47 03.30138(W) AD(       ) 3
 KU3874  NAD 83(1986)-  40 50 13.01307(N)    073 47 03.30020(W) AD(       ) 3
 KU3874  NAD 27      -  40 50 12.64870(N)    073 47 04.81725(W) AD(       ) 3
 KU3874
 KU3874.Superseded values are not recommended for survey control.
 KU3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3874.See file dsdata.txt to determine how the superseded data were derived.
 KU3874
 KU3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0249921368(NAD 83)
 KU3874_MARKER: DS = TRIANGULATION STATION DISK
 KU3874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3874
 KU3874  HISTORY     - Date     Condition        Report By
 KU3874  HISTORY     - 1971     MONUMENTED       NGS
 KU3874
 KU3874                          STATION DESCRIPTION
 KU3874
 KU3874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KU3874'STATION IS LOCATED ON PROPERTY OF THE MORRIS YACHT CLUB, ON THE
 KU3874'SOUTH END OF CITY ISLAND, WHICH LIES IN THE WEST END OF LONG
 KU3874'ISLAND SOUND, ABOUT 2 MILES NORTH OF THROGS NECK BRIDGE.
 KU3874'
 KU3874'TO REACH STATION FROM THE POST OFFICE IN CITY ISLAND, GO SOUTH
 KU3874'ON THE MAIN STREET FOR 0.8 MILE.  TURN RIGHT, THROUGH WHITE
 KU3874'GATEPOSTS OF THE MORRIS YACHT CLUB, AND GO 0.05 MILE.  TURN LEFT
 KU3874'ALONG WEST SIDE OF THE CLUB BUILDING AND GO 100 YARDS TO SOUTH
 KU3874'END OF THE MACADAM BOAT STORAGE AREA.  WALK WESTERLY PAST
 KU3874'FLAGPOLE AND ACROSS LAWN ABOUT 100 FEET TO STATION.
 KU3874'
 KU3874'STATION MARK IS A STANDARD DISK STAMPED CITY 2 1971, SET IN THE
 KU3874'TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH LAWN.  IT
 KU3874'IS 96.9 FEET WEST-NORTHWEST OF THE FLAGPOLE, 29.5 FEET EAST OF
 KU3874'THE SEAWALL, 61.5 FEET SOUTH-SOUTHEAST OF THE TOP END OF AN OLD
 KU3874'CONCRETE RAMP LEADING DOWN TO THE SOUTH PIER OF 2 WOODEN PIERS,
 KU3874'3.8 FEET SOUTH OF A WEEPING WILLOW TREE, AND 6.6 FEET EAST OF
 KU3874'SOUTH END OF THE 11TH CONCRETE PARK BENCH FROM THE NORTH END OF
 KU3874'A ROW OF BENCHES.
 KU3874'
 KU3874'UNDERGROUND MARK IS A STANDARD DISK STAMPED CITY 2 1971, SET
 KU3874'IN CONCRETE ABOUT 3 FEET BELOW GROUND.
 KU3874'
 KU3874'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CITY 2
 KU3874'NO 3 1971, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 KU3874'FLUSH WITH GROUND.  ALONG WEST SIDE OF LONG HEDGE, 92.4 FEET
 KU3874'SOUTH OF NORTH END OF THE HEDGE AND 2-1/2 FEET HIGHER THAN
 KU3874'STATION MARK.
 KU3874'
 KU3874'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED CITY 2
 KU3874'NO 4 1971, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 KU3874'FLUSH WITH GROUND, ALONG WEST SIDE OF SAME HEDGE AS RM NO. 3, 18
 KU3874'FEET NORTH OF SOUTH END OF HEDGE, 35.3 FEET NORTHWEST OF THE
 KU3874'FLAGPOLE, AND AT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1560 ***********************************************************************
 LX1560  DESIGNATION -  CITY BM C OF R
 LX1560  PID         -  LX1560
 LX1560  STATE/COUNTY-  NY/DUTCHESS
 LX1560  USGS QUAD   -  KINGSTON EAST (1980)
 LX1560
 LX1560                         *CURRENT SURVEY CONTROL
 LX1560  ___________________________________________________________________
 LX1560* NAD 83(1986)-  41 55 36.     (N)    073 54 48.     (W)     SCALED    
 LX1560* NAVD 88     -        60.610  (meters)     198.85   (feet)  ADJUSTED  
 LX1560  ___________________________________________________________________
 LX1560  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX1560  DYNAMIC HT  -          60.588 (meters)     198.78  (feet)  COMP
 LX1560  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 LX1560
 LX1560  VERT ORDER  -  SECOND    CLASS 0
 LX1560
 LX1560.The horizontal coordinates were scaled from a topographic map and have
 LX1560.an estimated accuracy of +/- 6 seconds.
 LX1560
 LX1560.The orthometric height was determined by differential leveling
 LX1560.and adjusted by the National Geodetic Survey in June 1991..
 LX1560
 LX1560.The geoid height was determined by GEOID03.
 LX1560
 LX1560.The dynamic height is computed by dividing the NAVD 88
 LX1560.geopotential number by the normal gravity value computed on the
 LX1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1560.degrees latitude (g = 980.6199 gals.).
 LX1560
 LX1560.The modeled gravity was interpolated from observed gravity values.
 LX1560
 LX1560;                    North         East    Units  Estimated Accuracy
 LX1560;SPC NY E     -   343,620.      198,660.      MT  (+/- 180 meters Scaled)
 LX1560
 LX1560                          SUPERSEDED SURVEY CONTROL
 LX1560
 LX1560  NGVD 29 (??/??/92)   60.868  (m)          199.70   (f) ADJ UNCH    2 0
 LX1560
 LX1560.Superseded values are not recommended for survey control.
 LX1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1560.See file dsdata.txt to determine how the superseded data were derived.
 LX1560
 LX1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM900422(NAD 83)
 LX1560_MARKER: DD = SURVEY DISK
 LX1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1560_SP_SET: WATER TABLE
 LX1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1560
 LX1560  HISTORY     - Date     Condition        Report By
 LX1560  HISTORY     - UNK      MONUMENTED       LOCENG
 LX1560  HISTORY     - 1935     GOOD             NGS
 LX1560
 LX1560                          STATION DESCRIPTION
 LX1560
 LX1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX1560'AT RHINEBECK.
 LX1560'AT RHINEBECK, DUTCHESS COUNTY, ON STATE HIGHWAY 308, AT THE
 LX1560'FIRE-ENGINE HOUSE, ABOUT 45 FEET SOUTH OF THE CENTER LINE OF THE
 LX1560'HIGHWAY, AND ABOUT LEVEL WITH THE PAVEMENT.  THE HIGHEST POINT
 LX1560'OF THE NORTHWEST CORNER OF THE WATER TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1108 ***********************************************************************
 NB1108  DESIGNATION -  CITY HALL USGS
 NB1108  PID         -  NB1108
 NB1108  STATE/COUNTY-  NY/STEUBEN
 NB1108  USGS QUAD   -  CORNING (1976)
 NB1108
 NB1108                         *CURRENT SURVEY CONTROL
 NB1108  ___________________________________________________________________
 NB1108* NAD 83(1986)-  42 08 33.     (N)    077 03 10.     (W)     SCALED    
 NB1108* NAVD 88     -       285.520  (meters)     936.74   (feet)  ADJUSTED  
 NB1108  ___________________________________________________________________
 NB1108  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NB1108  DYNAMIC HT  -         285.415 (meters)     936.40  (feet)  COMP
 NB1108  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 NB1108
 NB1108  VERT ORDER  -  FIRST     CLASS II
 NB1108
 NB1108.The horizontal coordinates were scaled from a topographic map and have
 NB1108.an estimated accuracy of +/- 6 seconds.
 NB1108
 NB1108.The orthometric height was determined by differential leveling
 NB1108.and adjusted by the National Geodetic Survey in June 1991..
 NB1108
 NB1108.The geoid height was determined by GEOID03.
 NB1108
 NB1108.The dynamic height is computed by dividing the NAVD 88
 NB1108.geopotential number by the normal gravity value computed on the
 NB1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1108.degrees latitude (g = 980.6199 gals.).
 NB1108
 NB1108.The modeled gravity was interpolated from observed gravity values.
 NB1108
 NB1108;                    North         East    Units  Estimated Accuracy
 NB1108;SPC NY C     -   238,030.      211,200.      MT  (+/- 180 meters Scaled)
 NB1108
 NB1108                          SUPERSEDED SURVEY CONTROL
 NB1108
 NB1108  NGVD 29 (??/??/92)  285.684  (m)          937.28   (f) ADJ UNCH    1 2
 NB1108
 NB1108.Superseded values are not recommended for survey control.
 NB1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1108.See file dsdata.txt to determine how the superseded data were derived.
 NB1108
 NB1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM303676(NAD 83)
 NB1108_MARKER: DB = BENCH MARK DISK
 NB1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1108_SP_SET: BUILDING
 NB1108_STAMPING: 935 D 1898
 NB1108_MARK LOGO: USGS  
 NB1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1108+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2002
 NB1108
 NB1108  HISTORY     - Date     Condition        Report By
 NB1108  HISTORY     - 1898     MONUMENTED       USGS
 NB1108  HISTORY     - 1941     GOOD             NGS
 NB1108  HISTORY     - 1983     GOOD             NGS
 NB1108  HISTORY     - 1984     GOOD             USPSQD
 NB1108  HISTORY     - 1988     GOOD             USPSQD
 NB1108  HISTORY     - 20010331 GOOD             NGS
 NB1108  HISTORY     - 20020609 GOOD             INDIV
 NB1108
 NB1108                          STATION DESCRIPTION
 NB1108
 NB1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1108'AT CORNING.
 NB1108'AT CORNING, SET IN THE SOUTH FACE OF THE EAST ENTRANCE OF THE CITY
 NB1108'HALL, 14 FEET WEST OF THE WEST CURB OF CEDAR STREET, 13.6 FEET EAST
 NB1108'OF THE NORTH EDGE OF FRONT ENTRANCE, 4.6 FEET ABOVE SIDEWALK LEVEL.
 NB1108'A STANDARD DISK STAMPED 935 D 1898.
 NB1108
 NB1108                          STATION RECOVERY (1983)
 NB1108
 NB1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1108'RECOVERED IN GOOD CONDITION, THE CITY HALL MENTIONED IN THE
 NB1108'DESCRIPTION IS NOW THE ROCKWELL MUSEUM.
 NB1108
 NB1108                          STATION RECOVERY (1984)
 NB1108
 NB1108'RECOVERY NOTE BY US POWER SQUADRON 1984
 NB1108''CITY HALL' IS NOW THE ROCKWELL MUSEUM, LOCATED AT NORTHWEST CORNER
 NB1108'OF CEDAR STREET AND EAST DENISON PARKWAY. 'NEW YORK' RATHER THAN
 NB1108''CITY HALL' MARK IS LOCATED ON INSIDE FACE OF NORTH COLUMN OF ARCHWAY
 NB1108'OVER THE EAST ENTRANCE.
 NB1108
 NB1108                          STATION RECOVERY (1988)
 NB1108
 NB1108'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1108'RECOVERED IN GOOD CONDITION.
 NB1108
 NB1108                          STATION RECOVERY (2001)
 NB1108
 NB1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB1108
 NB1108                          STATION RECOVERY (2002)
 NB1108
 NB1108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MVW)
 NB1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3642 ***********************************************************************
 KU3642  DESIGNATION -  CITY HOSPITAL 1921
 KU3642  PID         -  KU3642
 KU3642  STATE/COUNTY-  NY/WESTCHESTER
 KU3642  USGS QUAD   -  MOUNT VERNON (1979)
 KU3642
 KU3642                         *CURRENT SURVEY CONTROL
 KU3642  ___________________________________________________________________
 KU3642* NAD 83(1996)-  40 58 26.67217(N)    073 51 52.41935(W)     ADJUSTED  
 KU3642* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 KU3642  ___________________________________________________________________
 KU3642  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KU3642  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU3642
 KU3642  HORZ ORDER  -  SECOND
 KU3642
 KU3642.The horizontal coordinates were established by classical geodetic methods
 KU3642.and adjusted by the National Geodetic Survey in January 1999..
 KU3642
 KU3642.The orthometric height was scaled from a topographic map.
 KU3642
 KU3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3642
 KU3642.The geoid height was determined by GEOID03.
 KU3642
 KU3642;                    North         East     Units Scale Factor Converg.
 KU3642;SPC NY E     -   237,863.312   203,478.534   MT  0.99993519   +0 25 00.0
 KU3642;SPC NY E     -   780,389.88    667,579.16   sFT  0.99993519   +0 25 00.0
 KU3642;SPC NY L     -    89,669.377   311,399.619   MT  0.99999723   +0 05 18.9
 KU3642;SPC NY L     -   294,190.28  1,021,650.25   sFT  0.99999723   +0 05 18.9
 KU3642;SPC NJ       -   237,863.312   203,478.534   MT  0.99993519   +0 25 00.0
 KU3642;SPC NJ       -   780,389.88    667,579.16   sFT  0.99993519   +0 25 00.0
 KU3642;UTM  18      - 4,536,499.941   595,530.459   MT  0.99971232   +0 44 40.5
 KU3642
 KU3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3642!SPC NY E     -   0.99999301  x   0.99993519  =   0.99992821
 KU3642!SPC NY L     -   0.99999301  x   0.99999723  =   0.99999024
 KU3642!SPC NJ       -   0.99999301  x   0.99993519  =   0.99992821
 KU3642!UTM  18      -   0.99999301  x   0.99971232  =   0.99970534
 KU3642
 KU3642:                Primary Azimuth Mark                     Grid Az
 KU3642:SPC NY E     -  GREYSTONE UNTERMEYER 1921                240 29 33.5
 KU3642:SPC NY L     -  GREYSTONE UNTERMEYER 1921                240 49 14.6
 KU3642:SPC NJ       -  GREYSTONE UNTERMEYER 1921                240 29 33.5
 KU3642:UTM  18      -  GREYSTONE UNTERMEYER 1921                240 09 53.0
 KU3642
 KU3642|---------------------------------------------------------------------|
 KU3642| PID    Reference Object                     Distance      Geod. Az  |
 KU3642|                                                           dddmmss.s |
 KU3642| KU4069 GREYSTONE UNTERMEYER 1921           APPROX. 2.1 KM 2405433.5 |
 KU3642| KU4104 MAX NATHAN                          APPROX. 1.5 KM 2794002.9 |
 KU3642|---------------------------------------------------------------------|
 KU3642
 KU3642                          SUPERSEDED SURVEY CONTROL
 KU3642
 KU3642  NAD 83(1996)-  40 58 26.67272(N)    073 51 52.42003(W) AD(       ) 2
 KU3642  NAD 83(1992)-  40 58 26.67105(N)    073 51 52.42084(W) AD(       ) 2
 KU3642  NAD 83(1986)-  40 58 26.67391(N)    073 51 52.41882(W) AD(       ) 2
 KU3642  NAD 27      -  40 58 26.32100(N)    073 51 53.93400(W) AD(       ) 2
 KU3642
 KU3642.Superseded values are not recommended for survey control.
 KU3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3642.See file dsdata.txt to determine how the superseded data were derived.
 KU3642
 KU3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9553036500(NAD 83)
 KU3642
 KU3642  HISTORY     - Date     Condition        Report By
 KU3642  HISTORY     - 1921     MONUMENTED       NY6820
 KU3642
 KU3642                          STATION DESCRIPTION
 KU3642
 KU3642'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3642'STATION IS ABOUT 125 FEET S OF A ONE-STORY FRAME HOUSE HOSPITAL
 KU3642'BUILDING AND ABOUT 35 FEET S OF OLD STONE WALL RUNNING WNW AND ESE
 KU3642'AND 5.70 FEET WNW FROM CENTER LINE OF ANOTHER OLD STONE WALL
 KU3642'RUNNING NNE AND SSW.
 KU3642'
 KU3642'LAKE AVENUE, IN BEARING S 36 DEG 52 MIN 45 SEC W.
 KU3642'
 KU3642'UNIONTOWN, IN BEARING N 41 DEG 50 MIN 24 SEC W.
 KU3642'
 KU3642'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3808 ***********************************************************************
 KU3808  DESIGNATION -  CITY ISLAND 1903
 KU3808  PID         -  KU3808
 KU3808  STATE/COUNTY-  NY/BRONX
 KU3808  USGS QUAD   -  FLUSHING (1979)
 KU3808
 KU3808                         *CURRENT SURVEY CONTROL
 KU3808  ___________________________________________________________________
 KU3808* NAD 83(1996)-  40 51 21.95947(N)    073 47 24.69078(W)     ADJUSTED  
 KU3808* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3808  ___________________________________________________________________
 KU3808  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KU3808  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU3808
 KU3808  HORZ ORDER  -  SECOND
 KU3808
 KU3808.The horizontal coordinates were established by classical geodetic methods
 KU3808.and adjusted by the National Geodetic Survey in January 1999..
 KU3808
 KU3808.The orthometric height was scaled from a topographic map.
 KU3808
 KU3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3808
 KU3808.The geoid height was determined by GEOID03.
 KU3808
 KU3808;                    North         East     Units Scale Factor Converg.
 KU3808;SPC NY E     -   224,811.185   209,843.771   MT  0.99994406   +0 27 51.6
 KU3808;SPC NY E     -   737,568.03    688,462.44   sFT  0.99994406   +0 27 51.6
 KU3808;SPC NY L     -    76,580.331   317,690.473   MT  0.99999491   +0 08 14.0
 KU3808;SPC NY L     -   251,247.30  1,042,289.49   sFT  0.99999491   +0 08 14.0
 KU3808;UTM  18      - 4,523,487.269   601,968.789   MT  0.99972797   +0 47 29.3
 KU3808
 KU3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3808!SPC NY E     -   1.00000447  x   0.99994406  =   0.99994853
 KU3808!SPC NY L     -   1.00000447  x   0.99999491  =   0.99999938
 KU3808!UTM  18      -   1.00000447  x   0.99972797  =   0.99973244
 KU3808
 KU3808:                Primary Azimuth Mark                     Grid Az
 KU3808:SPC NY E     -  PROSPECT HILL 1905                       334 17 32.9
 KU3808:SPC NY L     -  PROSPECT HILL 1905                       334 37 10.5
 KU3808:UTM  18      -  PROSPECT HILL 1905                       333 57 55.2
 KU3808
 KU3808|---------------------------------------------------------------------|
 KU3808| PID    Reference Object                     Distance      Geod. Az  |
 KU3808|                                                           dddmmss.s |
 KU3808| KU3697 PROSPECT HILL 1905                  APPROX. 4.0 KM 3344524.5 |
 KU3808|---------------------------------------------------------------------|
 KU3808
 KU3808                          SUPERSEDED SURVEY CONTROL
 KU3808
 KU3808  NAD 83(1996)-  40 51 21.96054(N)    073 47 24.69121(W) AD(       ) 2
 KU3808  NAD 83(1992)-  40 51 21.95935(N)    073 47 24.69222(W) AD(       ) 2
 KU3808  NAD 83(1986)-  40 51 21.96227(N)    073 47 24.69090(W) AD(       ) 2
 KU3808  NAD 27      -  40 51 21.59900(N)    073 47 26.21400(W) AD(       ) 2
 KU3808
 KU3808.Superseded values are not recommended for survey control.
 KU3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3808.See file dsdata.txt to determine how the superseded data were derived.
 KU3808
 KU3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0196923487(NAD 83)
 KU3808_MARKER: B = BOLT
 KU3808_SETTING: 0 = UNSPECIFIED SETTING
 KU3808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3808
 KU3808  HISTORY     - Date     Condition        Report By
 KU3808  HISTORY     - 1903     MONUMENTED       CGS
 KU3808  HISTORY     - 1917     GOOD             CGS
 KU3808  HISTORY     - 1932     MARK NOT FOUND   CGS
 KU3808
 KU3808                          STATION DESCRIPTION
 KU3808
 KU3808'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KU3808'THIS STATION CONSISTS OF A 52-FOOT TRIPOD AND SCAFFOLD, ERECTED AT
 KU3808'INTERSECTION OF MINNIFORD AVENUE AND SUTHERLAND STREET, CITY ISLAND.
 KU3808'
 KU3808'THE STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS MARKING
 KU3808'BOLT SET IN A 6- BY 6- BY 24-INCH GRANITE POST SET IN CONCRETE 3
 KU3808'BY 3 BY 4 FEET.  THE EXACT POINT IS A SMALL HOLE 1/100 FEET IN
 KU3808'DIAMETER DRILLED IN TOP OF BOLT.
 KU3808'
 KU3808'THE STATION IS REACHED BY NEW YORK, NEW HAVEN AND HARTFORD
 KU3808'RAILROAD TO BARTOW, THENCE BY STREET RAILROAD TO BRIDGE STREET,
 KU3808'THENCE TO MINNIFORD AVENUE AND SUTHERLAND STREET STATION.
 KU3808
 KU3808                          STATION RECOVERY (1917)
 KU3808
 KU3808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (RM)
 KU3808'STATION USED IN TRIANGULATION OF GREATER NEW YORK.  THE TRIPOD AND
 KU3808'TOWER HAVE BEEN REMOVED BUT CENTER BOLT AND CONCRETE BASE STILL IN
 KU3808'GOOD CONDITION.  THE STATION IS NEARLY HALFWAY BETWEEN KING AND
 KU3808'MINNIFORD AVENUES.  DISTANCE FROM STATION TO CURB LINE OF
 KU3808'SUTHERLAND STREET IS 28 FEET 9 INCHES.  DISTANCE FROM STATION TO
 KU3808'LONE 6-INCH CHERRY TREE ABOUT E IS 21 FEET 2 INCHES.  USELESS AS A
 KU3808'TRIANGULATION STATION WITHOUT A TOWER.
 KU3808
 KU3808                          STATION RECOVERY (1932)
 KU3808
 KU3808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3808'STATION LOST.
 KU3808'
 KU3808'A HOUSE HAS BEEN ERECTED OVER THE SITE AND THE STATION MONUMENT
 KU3808'DESTROYED.  LACK OF ANY REFERENCE MEASUREMENTS PROHIBITS REMARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3689 ***********************************************************************
 KU3689  DESIGNATION -  CITY LINE EAST 1903
 KU3689  PID         -  KU3689
 KU3689  STATE/COUNTY-  NY/BRONX
 KU3689  USGS QUAD   -  MOUNT VERNON (1979)
 KU3689
 KU3689                         *CURRENT SURVEY CONTROL
 KU3689  ___________________________________________________________________
 KU3689* NAD 83(1996)-  40 53 38.73657(N)    073 50 17.32405(W)     ADJUSTED  
 KU3689* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 KU3689  ___________________________________________________________________
 KU3689  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KU3689  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KU3689
 KU3689  HORZ ORDER  -  SECOND
 KU3689
 KU3689.The horizontal coordinates were established by classical geodetic methods
 KU3689.and adjusted by the National Geodetic Survey in January 1999..
 KU3689
 KU3689.The orthometric height was scaled from a topographic map.
 KU3689
 KU3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3689
 KU3689.The geoid height was determined by GEOID03.
 KU3689
 KU3689;                    North         East     Units Scale Factor Converg.
 KU3689;SPC NY E     -   228,998.395   205,768.885   MT  0.99993827   +0 25 59.9
 KU3689;SPC NY E     -   751,305.57    675,093.42   sFT  0.99993827   +0 25 59.9
 KU3689;UTM  18      - 4,527,650.228   597,870.948   MT  0.99971789   +0 45 38.5
 KU3689
 KU3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3689!SPC NY E     -   0.99999757  x   0.99993827  =   0.99993584
 KU3689!UTM  18      -   0.99999757  x   0.99971789  =   0.99971546
 KU3689
 KU3689:                Primary Azimuth Mark                     Grid Az
 KU3689:SPC NY E     -  PROSPECT HILL 1905                       103 04 50.5
 KU3689:UTM  18      -  PROSPECT HILL 1905                       102 45 11.9
 KU3689
 KU3689|---------------------------------------------------------------------|
 KU3689| PID    Reference Object                     Distance      Geod. Az  |
 KU3689|                                                           dddmmss.s |
 KU3689| KU3697 PROSPECT HILL 1905                  APPROX. 2.4 KM 1033050.4 |
 KU3689|---------------------------------------------------------------------|
 KU3689
 KU3689                          SUPERSEDED SURVEY CONTROL
 KU3689
 KU3689  NAD 83(1996)-  40 53 38.73743(N)    073 50 17.32471(W) AD(       ) 2
 KU3689  NAD 83(1992)-  40 53 38.73607(N)    073 50 17.32557(W) AD(       ) 2
 KU3689  NAD 83(1986)-  40 53 38.73917(N)    073 50 17.32377(W) AD(       ) 2
 KU3689  NAD 27      -  40 53 38.38100(N)    073 50 18.84400(W) AD(       ) 2
 KU3689
 KU3689.Superseded values are not recommended for survey control.
 KU3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3689.See file dsdata.txt to determine how the superseded data were derived.
 KU3689
 KU3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9787127650(NAD 83)
 KU3689_MARKER: B = BOLT
 KU3689_SETTING: 0 = UNSPECIFIED SETTING
 KU3689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3689
 KU3689  HISTORY     - Date     Condition        Report By
 KU3689  HISTORY     - 1903     MONUMENTED       CGS
 KU3689  HISTORY     - 1932     SEE DESCRIPTION  CGS
 KU3689  HISTORY     - 1934     GOOD             CGS
 KU3689  HISTORY     - 19940913 MARK NOT FOUND   USPSQD
 KU3689  HISTORY     - 20060418 MARK NOT FOUND   GEOCAC
 KU3689
 KU3689                          STATION DESCRIPTION
 KU3689
 KU3689'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KU3689'STATION IS A 68-FOOT TRIPOD AND SCAFFOLD, SITUATED ON THE NORTHERN
 KU3689'BOUNDARY OF THE CITY OF NEW YORK IN EDENWALD, JUST N OF WAKEFIELD.
 KU3689'
 KU3689'THE STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS MARKING
 KU3689'BOLT SET IN A 6- BY 6-INCH BY 3-FOOT GRANITE BLOCK SET IN CONCRETE
 KU3689'3 BY 3 BY 4 FEET.  A SMALL HOLE DRILLED IN TOP OF BOLT MARKS THE
 KU3689'CENTER.
 KU3689'
 KU3689'REACHED BY TAKING FIFTH AVENUE ELECTRIC CAR FROM MOUNT VERNON,
 KU3689'GETTING OFF AT KINGSBRIDGE ROAD, AND WALKING W 1/2 MILE.
 KU3689
 KU3689                          STATION RECOVERY (1932)
 KU3689
 KU3689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3689'STATION RECOVERED IN GOOD CONDITION AS RE-MARKED BY THE BOROUGH
 KU3689'ENGINEER IN 1931.
 KU3689'
 KU3689'THIS STATION IS ON THE BOUNDARY LINE BETWEEN BRONX BOROUGH AND
 KU3689'WESTCHESTER COUNTY.  IT IS LOCATED 2.5 METERS S OF THE CENTER
 KU3689'LINE OF EDENWOLD AVENUE AND 12.3 METERS E OF THE CENTER LINE OF
 KU3689'SETON AVENUE.
 KU3689'
 KU3689'STATION IS NOW MARKED BY THE CROSS-CUT ATOP A SQUARE BRASS PLUG
 KU3689'SET IN CONCRETE.  IT WAS ESTABLISHED WITH A HIGH DEGREE OF
 KU3689'ACCURACY FROM REFERENCE MEASUREMENTS SECURED PRIOR TO THE ORIGINAL
 KU3689'STATION MARKS REMOVAL IN THE COURSE OF STREET CONSTRUCTION.
 KU3689
 KU3689                          STATION RECOVERY (1934)
 KU3689
 KU3689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3689'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SHOULD BE
 KU3689'CHANGED IN RESPECT TO THE DISTANCE E FROM THE CENTER LINE OF SETON
 KU3689'AVENUE WHICH IS GIVEN AS 12.3 METERS.  EVIDENTLY THE FIRST TWO
 KU3689'DIGITS WERE INTERCHANGED FOR THE CORRECT DISTANCE IS 21.3 METERS
 KU3689'TO READ AS FOLLOWS--
 KU3689'
 KU3689'STATION IS A CROSS CUT IN THE LEAD CENTER OF A SQUARE BRASS PLUG
 KU3689'SET IN CONCRETE 2.5 METERS S OF THE CENTER LINE OF EDENWOLD AVENUE
 KU3689'AND 21.3 METERS E OF THE CENTER LINE OF SETON AVENUE.
 KU3689'
 KU3689'STATION IS FLUSH WITH AND AT THE END OF THE PAVED SURFACE OF THE
 KU3689'STREET.
 KU3689
 KU3689                          STATION RECOVERY (1994)
 KU3689
 KU3689'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3689'MARK NOT FOUND.
 KU3689
 KU3689                          STATION RECOVERY (2006)
 KU3689
 KU3689'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3689'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU3689' 
 KU3689'EDENWOLD AVENUE HAS BEEN COMPLETELY PAVED AND THE MARK IS EITHER
 KU3689'COVERED OVER OR DESTROYED.
 KU3689' 
 KU3689'PRESUMABLY IN 1934 THE STREET WAS ONLY PAVED ON THE BRONX PORTION AND
 KU3689'THE MOUNT VERNON PORTION WAS DIRT (OR THE STREET DID NOT CONTINUE INTO
 KU3689'MOUNT VERNON) SO THAT THE MARK WAS AT THE END OF THE PAVED SECTION.
 KU3689'NOW THE STREET IS CONTINUOUS AND THE BOUNDARY LINE IS NOT MARKED AT
 KU3689'ALL.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3645 ***********************************************************************
 KU3645  DESIGNATION -  CITY LINE SAW MILL ROAD 1921
 KU3645  PID         -  KU3645
 KU3645  STATE/COUNTY-  NY/WESTCHESTER
 KU3645  USGS QUAD   -  MOUNT VERNON (1979)
 KU3645
 KU3645                         *CURRENT SURVEY CONTROL
 KU3645  ___________________________________________________________________
 KU3645* NAD 83(1996)-  40 58 49.58055(N)    073 51 54.43984(W)     ADJUSTED  
 KU3645* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 KU3645  ___________________________________________________________________
 KU3645  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 KU3645  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KU3645
 KU3645  HORZ ORDER  -  THIRD
 KU3645
 KU3645.The horizontal coordinates were established by classical geodetic methods
 KU3645.and adjusted by the National Geodetic Survey in January 1999..
 KU3645
 KU3645.The orthometric height was scaled from a topographic map.
 KU3645
 KU3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3645
 KU3645.The geoid height was determined by GEOID03.
 KU3645
 KU3645;                    North         East     Units Scale Factor Converg.
 KU3645;SPC NY E     -   238,569.586   203,426.164   MT  0.99993512   +0 24 58.9
 KU3645;SPC NY E     -   782,707.05    667,407.34   sFT  0.99993512   +0 24 58.9
 KU3645;SPC NY L     -    90,375.983   311,351.292   MT  0.99999748   +0 05 17.6
 KU3645;SPC NY L     -   296,508.54  1,021,491.70   sFT  0.99999748   +0 05 17.6
 KU3645;SPC NJ       -   238,569.586   203,426.164   MT  0.99993512   +0 24 58.9
 KU3645;SPC NJ       -   782,707.05    667,407.34   sFT  0.99993512   +0 24 58.9
 KU3645;UTM  18      - 4,537,205.746   595,474.061   MT  0.99971219   +0 44 39.5
 KU3645
 KU3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3645!SPC NY E     -   0.99999301  x   0.99993512  =   0.99992813
 KU3645!SPC NY L     -   0.99999301  x   0.99999748  =   0.99999049
 KU3645!SPC NJ       -   0.99999301  x   0.99993512  =   0.99992813
 KU3645!UTM  18      -   0.99999301  x   0.99971219  =   0.99970521
 KU3645
 KU3645:                Primary Azimuth Mark                     Grid Az
 KU3645:SPC NY E     -  HUDSON RIVER COUNTRY CLUB 1921           221 48 20.3
 KU3645:SPC NY L     -  HUDSON RIVER COUNTRY CLUB 1921           222 08 01.6
 KU3645:SPC NJ       -  HUDSON RIVER COUNTRY CLUB 1921           221 48 20.3
 KU3645:UTM  18      -  HUDSON RIVER COUNTRY CLUB 1921           221 28 39.7
 KU3645
 KU3645|---------------------------------------------------------------------|
 KU3645| PID    Reference Object                     Distance      Geod. Az  |
 KU3645|                                                           dddmmss.s |
 KU3645| KU4097 HUDSON RIVER COUNTRY CLUB 1921      APPROX. 1.6 KM 2221319.2 |
 KU3645|---------------------------------------------------------------------|
 KU3645
 KU3645                          SUPERSEDED SURVEY CONTROL
 KU3645
 KU3645  NAD 83(1996)-  40 58 49.58109(N)    073 51 54.44054(W) AD(       ) 3
 KU3645  NAD 83(1992)-  40 58 49.57940(N)    073 51 54.44136(W) AD(       ) 3
 KU3645  NAD 83(1986)-  40 58 49.58221(N)    073 51 54.43933(W) AD(       ) 3
 KU3645  NAD 27      -  40 58 49.23000(N)    073 51 55.95500(W) AD(       ) 3
 KU3645
 KU3645.Superseded values are not recommended for survey control.
 KU3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3645.See file dsdata.txt to determine how the superseded data were derived.
 KU3645
 KU3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9547437206(NAD 83)
 KU3645_MARKER: H = DRILL HOLE
 KU3645_SETTING: 0 = UNSPECIFIED SETTING
 KU3645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3645
 KU3645  HISTORY     - Date     Condition        Report By
 KU3645  HISTORY     - 1921     MONUMENTED       NY6820
 KU3645
 KU3645                          STATION DESCRIPTION
 KU3645
 KU3645'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3645'A 1/4-INCH DRILL HOLE IN THE CENTER OF AN OLD MARBLE MONUMENT SET
 KU3645'BY ENGINEERS WHO ESTABLISHED THE NORTHERLY BOUNDARY LINE, BETWEEN
 KU3645'YONKERS AND GREENBURG.  THE STATION IS 0.4 FOOT W OF THE W FACE OF
 KU3645'STONE WALL ALONG E SIDE OF THE SAW MILL RIVER ROAD.
 KU3645'
 KU3645'WITNESS MARK NO. 1 IS A BRASS NAIL IN WOODEN SIGN POST, 8.74 FEET
 KU3645'SSW, OF STATION.
 KU3645'
 KU3645'WITNESS MARK NO. 2 IS THE SE CORNER OF THE ASPHALT BLOCK PAVEMENT,
 KU3645'20.90 FEET SW OF STATION.
 KU3645'
 KU3645'WITNESS MARK NO. 3 IS A SMALL CROSS CUT, 5.5 FEET ABOVE GROUND IN
 KU3645'THE E FACE OF A CONCRETE SIGN POST, 43.07 FEET WNW FROM STATION.
 KU3645'THIS POST IS 7 FEET ESE OF PICKET FENCE ALONG W SIDE OF ROAD AND
 KU3645'5.4 FEET S OF POINT WHERE IT JOINS A WIRE FENCE.  E SIDE OF
 KU3645'ASPHALT BLOCK PAVEMENT IS 18.30 FEET WNW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3637 ***********************************************************************
 KU3637  DESIGNATION -  CITY LINE WEST 1905
 KU3637  PID         -  KU3637
 KU3637  STATE/COUNTY-  NY/BRONX
 KU3637  USGS QUAD   -  MOUNT VERNON (1979)
 KU3637
 KU3637                         *CURRENT SURVEY CONTROL
 KU3637  ___________________________________________________________________
 KU3637* NAD 83(1996)-  40 54 16.95325(N)    073 52 26.23674(W)     ADJUSTED  
 KU3637* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 KU3637  ___________________________________________________________________
 KU3637  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KU3637  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KU3637
 KU3637  HORZ ORDER  -  SECOND
 KU3637
 KU3637.The horizontal coordinates were established by classical geodetic methods
 KU3637.and adjusted by the National Geodetic Survey in January 1999..
 KU3637
 KU3637.The orthometric height was scaled from a topographic map.
 KU3637
 KU3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3637
 KU3637.The geoid height was determined by GEOID03.
 KU3637
 KU3637;                    North         East     Units Scale Factor Converg.
 KU3637;SPC NY E     -   230,154.984   202,743.105   MT  0.99993423   +0 24 35.8
 KU3637;SPC NY E     -   755,100.14    665,166.34   sFT  0.99993423   +0 24 35.8
 KU3637;SPC NJ       -   230,154.984   202,743.105   MT  0.99993423   +0 24 35.8
 KU3637;SPC NJ       -   755,100.14    665,166.34   sFT  0.99993423   +0 24 35.8
 KU3637;UTM  18      - 4,528,789.255   594,839.281   MT  0.99971070   +0 44 14.6
 KU3637
 KU3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3637!SPC NY E     -   0.99999366  x   0.99993423  =   0.99992789
 KU3637!SPC NJ       -   0.99999366  x   0.99993423  =   0.99992789
 KU3637!UTM  18      -   0.99999366  x   0.99971070  =   0.99970436
 KU3637
 KU3637|---------------------------------------------------------------------|
 KU3637| PID    Reference Object                     Distance      Geod. Az  |
 KU3637|                                                           dddmmss.s |
 KU3637| KU3639 MONUMENT 1 CITY LINE WEST 1921       88.947 METERS 11120     |
 KU3637| KU3648 MONUMENT 2 CITY LINE WEST 1921      172.290 METERS 11120     |
 KU3637| KU4085 ROCKLEDGE                           APPROX. 2.0 KM 2980359.5 |
 KU3637| KU4057 INDIAN HEAD 1921                    APPROX. 5.1 KM 3004120.0 |
 KU3637|---------------------------------------------------------------------|
 KU3637
 KU3637                          SUPERSEDED SURVEY CONTROL
 KU3637
 KU3637  NAD 83(1996)-  40 54 16.95399(N)    073 52 26.23725(W) AD(       ) 2
 KU3637  NAD 83(1992)-  40 54 16.95254(N)    073 52 26.23789(W) AD(       ) 2
 KU3637  NAD 83(1986)-  40 54 16.95580(N)    073 52 26.23614(W) AD(       ) 2
 KU3637  NAD 27      -  40 54 16.59700(N)    073 52 27.75500(W) AD(       ) 2
 KU3637
 KU3637.Superseded values are not recommended for survey control.
 KU3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3637.See file dsdata.txt to determine how the superseded data were derived.
 KU3637
 KU3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9483928789(NAD 83)
 KU3637_MARKER: B = BOLT
 KU3637_SETTING: 0 = UNSPECIFIED SETTING
 KU3637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3637
 KU3637  HISTORY     - Date     Condition        Report By
 KU3637  HISTORY     - 1905     MONUMENTED       CGS
 KU3637  HISTORY     - 1932     MARK NOT FOUND   CGS
 KU3637
 KU3637                          STATION DESCRIPTION
 KU3637
 KU3637'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (ATM)
 KU3637'THIS STATION CONSISTS OF AN 86-FOOT TRIPOD AND SCAFFOLD AND WAS
 KU3637'BUILT OVER A MARBLE MONUMENT MARKING THE NORTHERN BOUNDARY OF THE
 KU3637'CITY OF NEW YORK.  THE CENTER OF THE STATION WAS MARKED BY A CROSS
 KU3637'CUT ON THE TOP OF THE MONUMENT.  IT IS SITUATED ON THE NORTHERN
 KU3637'BOUNDARY OF THE CITY OF NEW YORK, JUST W OF WOODLAWN AND SW OF
 KU3637'MOUNT VERNON.
 KU3637'
 KU3637'THE STATION IS MARKED BY THE REGULAR U.S.C. AND G.S. BRASS MARKING
 KU3637'BOLT SET IN A 6- BY 24-INCH GRANITE POST SET IN CONCRETE 3 BY 3 BY
 KU3637'4 FEET.  THE EXACT POINT IS A SMALL HOLE 1/100 FOOT IN DIAMETER
 KU3637'DRILLED IN TOP OF BOLT.
 KU3637'
 KU3637'THE STATION IS REACHED BY TAKING YONKERS ELECTRIC CAR FROM
 KU3637'FORDHAM, MOUNT VERNON OR YONKERS, GETTING OFF AT MC LEAN ICE POND
 KU3637'AT MILE SQUARE AND WALKING S 1/4 MILE TO STATION.
 KU3637
 KU3637                          STATION RECOVERY (1932)
 KU3637
 KU3637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3637'STATION LOST.
 KU3637'
 KU3637'AN INADEQUATE DESCRIPTION AND NO REFERENCE MEASUREMENTS FURNISHED
 KU3637'LITTLE CLUE TO THE WHEREABOUTS OF THIS STATION.  THE BOROUGH
 KU3637'ENGINEER HAS NO RECORD OF ITS USAGE IN RECENT YEARS, NOR ANY
 KU3637'REFERENCE DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3663 ***********************************************************************
 KU3663  DESIGNATION -  CITY MONUMENT 1921
 KU3663  PID         -  KU3663
 KU3663  STATE/COUNTY-  NY/WESTCHESTER
 KU3663  USGS QUAD   -  MOUNT VERNON (1979)
 KU3663
 KU3663                         *CURRENT SURVEY CONTROL
 KU3663  ___________________________________________________________________
 KU3663* NAD 83(1996)-  40 57 05.44514(N)    073 52 04.40654(W)     ADJUSTED  
 KU3663* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 KU3663  ___________________________________________________________________
 KU3663  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KU3663  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KU3663
 KU3663  HORZ ORDER  -  SECOND
 KU3663
 KU3663.The horizontal coordinates were established by classical geodetic methods
 KU3663.and adjusted by the National Geodetic Survey in January 1999..
 KU3663
 KU3663.The orthometric height was scaled from a topographic map.
 KU3663
 KU3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3663
 KU3663.The geoid height was determined by GEOID03.
 KU3663
 KU3663;                    North         East     Units Scale Factor Converg.
 KU3663;SPC NY E     -   235,355.808   203,216.420   MT  0.99993484   +0 24 51.5
 KU3663;SPC NY E     -   772,163.18    666,719.20   sFT  0.99993484   +0 24 51.5
 KU3663;SPC NY L     -    87,163.259   311,123.138   MT  0.99999646   +0 05 11.1
 KU3663;SPC NY L     -   285,968.13  1,020,743.16   sFT  0.99999646   +0 05 11.1
 KU3663;SPC NJ       -   235,355.808   203,216.420   MT  0.99993484   +0 24 51.5
 KU3663;SPC NJ       -   772,163.18    666,719.20   sFT  0.99993484   +0 24 51.5
 KU3663;UTM  18      - 4,533,991.538   595,282.752   MT  0.99971174   +0 44 31.4
 KU3663
 KU3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3663!SPC NY E     -   0.99999161  x   0.99993484  =   0.99992645
 KU3663!SPC NY L     -   0.99999161  x   0.99999646  =   0.99998807
 KU3663!SPC NJ       -   0.99999161  x   0.99993484  =   0.99992645
 KU3663!UTM  18      -   0.99999161  x   0.99971174  =   0.99970335
 KU3663
 KU3663                          SUPERSEDED SURVEY CONTROL
 KU3663
 KU3663  NAD 83(1996)-  40 57 05.44575(N)    073 52 04.40712(W) AD(       ) 2
 KU3663  NAD 83(1992)-  40 57 05.44417(N)    073 52 04.40783(W) AD(       ) 2
 KU3663  NAD 83(1986)-  40 57 05.44703(N)    073 52 04.40617(W) AD(       ) 2
 KU3663  NAD 27      -  40 57 05.09300(N)    073 52 05.92000(W) AD(       ) 2
 KU3663
 KU3663.Superseded values are not recommended for survey control.
 KU3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3663.See file dsdata.txt to determine how the superseded data were derived.
 KU3663
 KU3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9528333992(NAD 83)
 KU3663_MARKER: Z = SEE DESCRIPTION
 KU3663_SETTING: 0 = UNSPECIFIED SETTING
 KU3663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3663
 KU3663  HISTORY     - Date     Condition        Report By
 KU3663  HISTORY     - 1921     MONUMENTED       NY6820
 KU3663
 KU3663                          STATION DESCRIPTION
 KU3663
 KU3663'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3663'A CITY MONUMENT WITH CROSS ON TOP, 2 FEET W OF E SIDE OF
 KU3663'MARLBOROUGH ROAD AT JUNCTION WITH HENRY STREET.
 KU3663'
 KU3663'HENRY IS 59.94 FEET IN BEARING N 82 DEG 44 MIN 35 SEC W FROM STATION.
 KU3663'
 KU3663'MON. MARLBOROUGH ROAD 493.16 FEET IN BEARING N 3 DEG 9 MIN 51 SEC W.
 KU3663'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0597 ***********************************************************************
 NC0597  DESIGNATION -  CITY OF JAMESTOWN 1
 NC0597  PID         -  NC0597
 NC0597  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0597  USGS QUAD   -  JAMESTOWN (1979)
 NC0597
 NC0597                         *CURRENT SURVEY CONTROL
 NC0597  ___________________________________________________________________
 NC0597* NAD 83(1986)-  42 05 39.     (N)    079 14 30.     (W)     SCALED    
 NC0597* NAVD 88     -       405.320  (meters)    1329.79   (feet)  ADJUSTED  
 NC0597  ___________________________________________________________________
 NC0597  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NC0597  DYNAMIC HT  -         405.165 (meters)    1329.28  (feet)  COMP
 NC0597  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 NC0597
 NC0597  VERT ORDER  -  SECOND    CLASS 0
 NC0597
 NC0597.The horizontal coordinates were scaled from a topographic map and have
 NC0597.an estimated accuracy of +/- 6 seconds.
 NC0597
 NC0597.The orthometric height was determined by differential leveling
 NC0597.and adjusted by the National Geodetic Survey in June 1991..
 NC0597
 NC0597.The geoid height was determined by GEOID03.
 NC0597
 NC0597.The dynamic height is computed by dividing the NAVD 88
 NC0597.geopotential number by the normal gravity value computed on the
 NC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0597.degrees latitude (g = 980.6199 gals.).
 NC0597
 NC0597.The modeled gravity was interpolated from observed gravity values.
 NC0597
 NC0597;                    North         East    Units  Estimated Accuracy
 NC0597;SPC NY W     -   232,760.      295,540.      MT  (+/- 180 meters Scaled)
 NC0597
 NC0597                          SUPERSEDED SURVEY CONTROL
 NC0597
 NC0597  NGVD 29 (??/??/92)  405.475  (m)         1330.30   (f) ADJ UNCH    2 0
 NC0597
 NC0597.Superseded values are not recommended for survey control.
 NC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0597.See file dsdata.txt to determine how the superseded data were derived.
 NC0597
 NC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG454617(NAD 83)
 NC0597_MARKER: DD = SURVEY DISK
 NC0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0597_SP_SET: BRIDGE
 NC0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0597+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 NC0597
 NC0597  HISTORY     - Date     Condition        Report By
 NC0597  HISTORY     - UNK      MONUMENTED       LOCSUR
 NC0597  HISTORY     - 1935     GOOD             NGS
 NC0597  HISTORY     - 19960606 GOOD             FA
 NC0597  HISTORY     - 20020114 GOOD             NGS
 NC0597  HISTORY     - 20030609 GOOD             DLB
 NC0597  HISTORY     - 20051201 GOOD             NYDT
 NC0597
 NC0597                          STATION DESCRIPTION
 NC0597
 NC0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0597'IN JAMESTOWN.
 NC0597'AT JAMESTOWN ON ERIE R. R. 500 FEET EAST OF STATION IN LINE WITH
 NC0597'SIDEWALK ON SOUTH SIDE OF CHERRY STREET 120 FEET SOUTHEAST OF WATER
 NC0597'COLUMN 70 FEET SOUTH OF SOUTH RAIL OF EASTBOUND TRACK ON A CONCRETE
 NC0597'RETAINING WALL 1 FOOT BELOW TOP OF RAIL.
 NC0597
 NC0597                          STATION RECOVERY (1996)
 NC0597
 NC0597'RECOVERY NOTE BY FISHER ASSOCIATES 1996 (WO)
 NC0597'190 FT (57.9 M) PLUS, EAST OF BUILDING LINE -JAMESTOWN UNION GOSPEL
 NC0597'MISSION-.
 NC0597
 NC0597                          STATION RECOVERY (2002)
 NC0597
 NC0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NC0597'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NC0597
 NC0597                          STATION RECOVERY (2003)
 NC0597
 NC0597'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2003 (DLB)
 NC0597'RECOVERED AS DESCRIBED. POINT IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 NC0597'TO ITS LOCATION ON THE TOP OF A HIGH CONCRETE WALL SOUTH OF THE
 NC0597'RAILROAD TRACKS, AND THE METAL RAILING ALMOST OVER THE DISK.
 NC0597
 NC0597                          STATION RECOVERY (2005)
 NC0597
 NC0597'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (GLE)
 NC0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0595 ***********************************************************************
 NC0595  DESIGNATION -  CITY OF JAMESTOWN 2
 NC0595  PID         -  NC0595
 NC0595  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0595  USGS QUAD   -  JAMESTOWN (1979)
 NC0595
 NC0595                         *CURRENT SURVEY CONTROL
 NC0595  ___________________________________________________________________
 NC0595* NAD 83(1986)-  42 06 24.     (N)    079 13 11.     (W)     SCALED    
 NC0595* NAVD 88     -       396.424  (meters)    1300.60   (feet)  ADJUSTED  
 NC0595  ___________________________________________________________________
 NC0595  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NC0595  DYNAMIC HT  -         396.273 (meters)    1300.11  (feet)  COMP
 NC0595  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 NC0595
 NC0595  VERT ORDER  -  SECOND    CLASS 0
 NC0595
 NC0595.The horizontal coordinates were scaled from a topographic map and have
 NC0595.an estimated accuracy of +/- 6 seconds.
 NC0595
 NC0595.The orthometric height was determined by differential leveling
 NC0595.and adjusted by the National Geodetic Survey in June 1991..
 NC0595
 NC0595.The geoid height was determined by GEOID03.
 NC0595
 NC0595.The dynamic height is computed by dividing the NAVD 88
 NC0595.geopotential number by the normal gravity value computed on the
 NC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0595.degrees latitude (g = 980.6199 gals.).
 NC0595
 NC0595.The modeled gravity was interpolated from observed gravity values.
 NC0595
 NC0595;                    North         East    Units  Estimated Accuracy
 NC0595;SPC NY W     -   234,140.      297,370.      MT  (+/- 180 meters Scaled)
 NC0595
 NC0595                          SUPERSEDED SURVEY CONTROL
 NC0595
 NC0595  NGVD 29 (??/??/92)  396.582  (m)         1301.12   (f) ADJ UNCH    2 0
 NC0595
 NC0595.Superseded values are not recommended for survey control.
 NC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0595.See file dsdata.txt to determine how the superseded data were derived.
 NC0595
 NC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG471631(NAD 83)
 NC0595_MARKER: DD = SURVEY DISK
 NC0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0595_SP_SET: BRIDGE
 NC0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0595+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 NC0595
 NC0595  HISTORY     - Date     Condition        Report By
 NC0595  HISTORY     - UNK      MONUMENTED       LOCSUR
 NC0595  HISTORY     - 1935     GOOD             NGS
 NC0595  HISTORY     - 20030609 GOOD             DLB
 NC0595  HISTORY     - 20040417 POOR             GEOCAC
 NC0595  HISTORY     - 20051201 GOOD             NYDT
 NC0595
 NC0595                          STATION DESCRIPTION
 NC0595
 NC0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0595'IN JAMESTOWN.
 NC0595'AT JAMESTOWN ON ERIE R.R. 1.7 MILES EAST OF STATION ON BRIDGE NO.
 NC0595'32/33 (80-FOOT SPAN GIRDER OVER CHANDKOIN RIVER) OPPOSITE THE
 NC0595'DAHLSTROM METALLIC DOOR COMPANY ON THE EAST ABUTMENT, NORTH SIDE 10
 NC0595'FEET NORTH OF NORTH RAIL 1 FOOT BELOW TOP OF RAIL.
 NC0595
 NC0595                          STATION RECOVERY (2003)
 NC0595
 NC0595'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2003 (DLB)
 NC0595'POINT FOUND ON THE NORTHEAST CORNER OF THE RAILROAD BRIDGE OVER THE
 NC0595'CONEWANGO RIVER, AND APPROXIMATELY 350 FEET WEST OF THE RAILROAD
 NC0595'BRIDGE OVER BUFFALO STREET IN THE CITY OF JAMESTOWN.
 NC0595
 NC0595                          STATION RECOVERY (2004)
 NC0595
 NC0595'RECOVERY NOTE BY GEOCACHING 2004 (LJS)
 NC0595'RECOVERED, BUT VERY WORN AND DIFFICULT TO READ. THE RIVER REFERENCED
 NC0595'IN THE ORIGINAL DESCRIPTION SHOULD BE CHADAKOIN RIVER, NOT CHANDKOIN.
 NC0595
 NC0595                          STATION RECOVERY (2005)
 NC0595
 NC0595'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (GLE)
 NC0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0593 ***********************************************************************
 NC0593  DESIGNATION -  CITY OF JAMESTOWN 3
 NC0593  PID         -  NC0593
 NC0593  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0593  USGS QUAD   -  JAMESTOWN (1979)
 NC0593
 NC0593                         *CURRENT SURVEY CONTROL
 NC0593  ___________________________________________________________________
 NC0593* NAD 83(1986)-  42 06 45.     (N)    079 12 14.     (W)     SCALED    
 NC0593* NAVD 88     -       384.929  (meters)    1262.89   (feet)  ADJUSTED  
 NC0593  ___________________________________________________________________
 NC0593  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NC0593  DYNAMIC HT  -         384.783 (meters)    1262.41  (feet)  COMP
 NC0593  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 NC0593
 NC0593  VERT ORDER  -  SECOND    CLASS 0
 NC0593
 NC0593.The horizontal coordinates were scaled from a topographic map and have
 NC0593.an estimated accuracy of +/- 6 seconds.
 NC0593
 NC0593.The orthometric height was determined by differential leveling
 NC0593.and adjusted by the National Geodetic Survey in June 1991..
 NC0593
 NC0593.The geoid height was determined by GEOID03.
 NC0593
 NC0593.The dynamic height is computed by dividing the NAVD 88
 NC0593.geopotential number by the normal gravity value computed on the
 NC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0593.degrees latitude (g = 980.6199 gals.).
 NC0593
 NC0593.The modeled gravity was interpolated from observed gravity values.
 NC0593
 NC0593;                    North         East    Units  Estimated Accuracy
 NC0593;SPC NY W     -   234,780.      298,680.      MT  (+/- 180 meters Scaled)
 NC0593
 NC0593                          SUPERSEDED SURVEY CONTROL
 NC0593
 NC0593  NGVD 29 (??/??/92)  385.090  (m)         1263.42   (f) ADJ UNCH    2 0
 NC0593
 NC0593.Superseded values are not recommended for survey control.
 NC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0593.See file dsdata.txt to determine how the superseded data were derived.
 NC0593
 NC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG484638(NAD 83)
 NC0593_MARKER: DD = SURVEY DISK
 NC0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0593_SP_SET: BRIDGE
 NC0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0593+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 NC0593
 NC0593  HISTORY     - Date     Condition        Report By
 NC0593  HISTORY     - UNK      MONUMENTED       LOCSUR
 NC0593  HISTORY     - 1935     GOOD             NGS
 NC0593  HISTORY     - 1954     GOOD             NGS
 NC0593  HISTORY     - 20030316 GOOD             GEOCAC
 NC0593  HISTORY     - 20040301 MARK NOT FOUND   DLB
 NC0593
 NC0593                          STATION DESCRIPTION
 NC0593
 NC0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0593'IN FALCONER.
 NC0593'IN FALCONER ON ERIE R. R. 2.7 MILES EAST OF STATION AT JAMESTOWN 275
 NC0593'FEET NORTH OF NIAGARA POWER COMPANY 325 FEET NORTH OF NORTH RAIL ON
 NC0593'SOUTH DOW STREET ON A 60-FOOT CONCRETE HIGHWAY BRIDGE ON NORTH
 NC0593'ABUTMENT, EAST SIDE LEVEL WITH GRADE OF STREET.  NOTE--1 BLOCK SOUTH
 NC0593'OF ROUTE 17.
 NC0593
 NC0593                          STATION RECOVERY (1954)
 NC0593
 NC0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NC0593'RECOVERED IN GOOD CONDITION.
 NC0593
 NC0593                          STATION RECOVERY (2003)
 NC0593
 NC0593'RECOVERY NOTE BY GEOCACHING 2003 (LJS)
 NC0593'RECOVERED AS DESCRIBED. APPEARS TO HAVE BEEN USED FOR REFERENCE WITHIN
 NC0593'LAST FEW MONTHS AS IT WAS ENCIRCLED BY RED PAINT AND HAD AN ARROW
 NC0593'POINTING AWAY FROM IT IN A NE DIRECTION.
 NC0593
 NC0593                          STATION RECOVERY (2004)
 NC0593
 NC0593'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2004 (DLB)
 NC0593'THIS BRIDGE WAS REPLACED BY CHAUTAUQUA COUNTY, 716-661-8400, IN THE
 NC0593'SUMMER OF 2003, AND THE BENCHMARK WAS DESTROYED. IT DOES NOT APPEAR TO
 NC0593'HAVE BEEN REPLACED. A CHAUTAUQUA COUNTY DPW BENCHMARK DISK WAS
 NC0593'OBSERVED AT THE NORTHWEST CORNER OF THE NEW BRIDGE ON THE TOP OF THE
 NC0593'NORTHWEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1998 ***********************************************************************
 NA1998  DESIGNATION -  CKA
 NA1998  PID         -  NA1998
 NA1998  STATE/COUNTY-  NY/SARATOGA
 NA1998  USGS QUAD   -  PATTERSONVILLE (1954)
 NA1998
 NA1998                         *CURRENT SURVEY CONTROL
 NA1998  ___________________________________________________________________
 NA1998* NAD 83(1996)-  42 58 36.03669(N)    074 02 17.75505(W)     ADJUSTED  
 NA1998* NAVD 88     -       268.1    (meters)     880.     (feet)  VERTCON   
 NA1998  ___________________________________________________________________
 NA1998  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 NA1998  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 NA1998
 NA1998  HORZ ORDER  -  SECOND
 NA1998
 NA1998.The horizontal coordinates were established by classical geodetic methods
 NA1998.and adjusted by the National Geodetic Survey in January 1999..
 NA1998
 NA1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1998
 NA1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA1998
 NA1998.The geoid height was determined by GEOID03.
 NA1998
 NA1998;                    North         East     Units Scale Factor Converg.
 NA1998;SPC NY E     -   460,184.625   187,660.795   MT  0.99991744   +0 18 53.2
 NA1998;SPC NY E     - 1,509,789.06    615,683.79   sFT  0.99991744   +0 18 53.2
 NA1998;UTM  18      - 4,758,673.490   578,419.320   MT  0.99967565   +0 39 20.3
 NA1998
 NA1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA1998!SPC NY E     -   0.99996279  x   0.99991744  =   0.99988023
 NA1998!UTM  18      -   0.99996279  x   0.99967565  =   0.99963845
 NA1998
 NA1998:                Primary Azimuth Mark                     Grid Az
 NA1998:SPC NY E     -  WEST CHARLTON PRESB CH SPIRE             122 32 55.0
 NA1998:UTM  18      -  WEST CHARLTON PRESB CH SPIRE             122 12 27.9
 NA1998
 NA1998|---------------------------------------------------------------------|
 NA1998| PID    Reference Object                     Distance      Geod. Az  |
 NA1998|                                                           dddmmss.s |
 NA1998| NA1997 WEST CHARLTON PRESB CH SPIRE        APPROX. 0.8 KM 1225148.2 |
 NA1998| NA1994 CKA A SACGS 1973                     13.360 METERS 13935     |
 NA1998| DE4503 CKA 1                                              1734928.9 |
 NA1998|---------------------------------------------------------------------|
 NA1998
 NA1998                          SUPERSEDED SURVEY CONTROL
 NA1998
 NA1998  NAD 83(1986)-  42 58 36.04105(N)    074 02 17.75503(W) AD(       ) 2
 NA1998  NAD 27      -  42 58 35.77094(N)    074 02 19.29554(W) AD(       ) 2
 NA1998  NGVD 29 (07/19/86)  268.2    (m)          880.     (f) VERT ANG       
 NA1998
 NA1998.Superseded values are not recommended for survey control.
 NA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1998.See file dsdata.txt to determine how the superseded data were derived.
 NA1998
 NA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7841958673(NAD 83)
 NA1998_MARKER: DD = SURVEY DISK
 NA1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NA1998
 NA1998  HISTORY     - Date     Condition        Report By
 NA1998  HISTORY     - 1973     MONUMENTED       NY-091
 NA1998  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 NA1998  HISTORY     - 20040717 MARK NOT FOUND   USPSQD
 NA1998  HISTORY     - 20050719 MARK NOT FOUND   USPSQD
 NA1998
 NA1998                          STATION DESCRIPTION
 NA1998
 NA1998'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 NA1998'THE STATION IS LOCATED 0.4 MILE NORTHWEST OF SCOTCH CHURCH, 3.0
 NA1998'MILES SOUTH OF GALWAY, AND 4.5 MILES NORTHWEST OF CHARLTON IN THE
 NA1998'TOWNSHIP OF CHARLTON.
 NA1998'
 NA1998'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 147
 NA1998'AND 67 GO WEST ON STATE HIGHWAY 67 FOR 0.45 MILE TO THE
 NA1998'T-INTERSECTION OF STATE HIGHWAY 67 AND CONSAUL ROAD AND AZIMUTH
 NA1998'MARK, CKA-1 (SACGS), ON THE NORTHWEST CORNER OF THE
 NA1998'INTERSECTION.  TURN RIGHT ON CONSAUL ROAD AND GO NORTHERLY FOR
 NA1998'0.15 MILE TO THE STATION ON THE LEFT.
 NA1998'
 NA1998'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 NA1998'SURVEY STAMPED CKA.  THE SURFACE MARK IS SET IN THE TOP OF A
 NA1998'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 FOOT BELOW THE
 NA1998'GROUND.  IT IS LOCATED 14.4 FEET WEST OF THE CENTERLINE OF
 NA1998'CONSAUL ROAD, 26.0 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 NA1998'DRIVE, AND 99.2 FEET SOUTHEAST OF THE CORNER OF A FENCE
 NA1998'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 NA1998'MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 NA1998'
 NA1998'AZIMUTH MARK, CKA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 NA1998'COUNTY GEODETIC SURVEY STAMPED CKA-1.  IT IS SET IN THE TOP OF A
 NA1998'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 NA1998'THE GROUND.  IT IS LOCATED 21.0 FEET WEST OF THE CENTERLINE OF
 NA1998'CONSAUL ROAD, 54.5 FEET NORTHWEST OF THE CENTERLINE PIPE FACE OF
 NA1998'A HEADWALL, ON THE EAST SIDE OF CONSAUL ROAD, 85.3 FEET
 NA1998'NORTHEAST OF THE NORTHEAST LEG OF A HIGH TENSION TOWER ON THE
 NA1998'SOUTH SIDE OF STATE HIGHWAY 67, AND 41.8 FEET SOUTHEAST OF A
 NA1998'3-INCH MOUNTAIN ASH TREE.
 NA1998'
 NA1998'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 NA1998
 NA1998                          STATION RECOVERY (2003)
 NA1998
 NA1998'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 NA1998'MARK NOT FOUND.
 NA1998
 NA1998                          STATION RECOVERY (2004)
 NA1998
 NA1998'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 NA1998'MARK NOT FOUND.
 NA1998
 NA1998                          STATION RECOVERY (2005)
 NA1998
 NA1998'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 NA1998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1992 ***********************************************************************
 NA1992  DESIGNATION -  CKB
 NA1992  PID         -  NA1992
 NA1992  STATE/COUNTY-  NY/SARATOGA
 NA1992  USGS QUAD   -  PATTERSONVILLE (1954)
 NA1992
 NA1992                         *CURRENT SURVEY CONTROL
 NA1992  ___________________________________________________________________
 NA1992* NAD 83(1996)-  42 57 31.43755(N)    074 02 49.37121(W)     ADJUSTED  
 NA1992* NAVD 88     -       237.2    (meters)     778.     (feet)  VERTCON   
 NA1992  ___________________________________________________________________
 NA1992  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 NA1992  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NA1992
 NA1992  HORZ ORDER  -  SECOND
 NA1992
 NA1992.The horizontal coordinates were established by classical geodetic methods
 NA1992.and adjusted by the National Geodetic Survey in January 1999..
 NA1992
 NA1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1992
 NA1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA1992
 NA1992.The geoid height was determined by GEOID03.
 NA1992
 NA1992;                    North         East     Units Scale Factor Converg.
 NA1992;SPC NY E     -   458,187.462   186,955.221   MT  0.99991680   +0 18 31.2
 NA1992;SPC NY E     - 1,503,236.70    613,368.92   sFT  0.99991680   +0 18 31.2
 NA1992;UTM  18      - 4,756,672.650   577,725.806   MT  0.99967432   +0 38 58.0
 NA1992
 NA1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA1992!SPC NY E     -   0.99996763  x   0.99991680  =   0.99988443
 NA1992!UTM  18      -   0.99996763  x   0.99967432  =   0.99964196
 NA1992
 NA1992:                Primary Azimuth Mark                     Grid Az
 NA1992:SPC NY E     -  CKB 1                                    082 48 24.6
 NA1992:UTM  18      -  CKB 1                                    082 27 57.8
 NA1992
 NA1992|---------------------------------------------------------------------|
 NA1992| PID    Reference Object                     Distance      Geod. Az  |
 NA1992|                                                           dddmmss.s |
 NA1992| DE4504 CKB 1                                              0830655.8 |
 NA1992| NA1993 CKB A SACGS 1973                     13.867 METERS 22022     |
 NA1992| DE4505 CKB 2                                              3534542.5 |
 NA1992|---------------------------------------------------------------------|
 NA1992
 NA1992                          SUPERSEDED SURVEY CONTROL
 NA1992
 NA1992  NAD 83(1986)-  42 57 31.44197(N)    074 02 49.37116(W) AD(       ) 2
 NA1992  NAD 27      -  42 57 31.17291(N)    074 02 50.91083(W) AD(       ) 2
 NA1992  NGVD 29 (07/19/86)  237.4    (m)          779.     (f) VERT ANG       
 NA1992
 NA1992.Superseded values are not recommended for survey control.
 NA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1992.See file dsdata.txt to determine how the superseded data were derived.
 NA1992
 NA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7772656673(NAD 83)
 NA1992_MARKER: DD = SURVEY DISK
 NA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NA1992
 NA1992  HISTORY     - Date     Condition        Report By
 NA1992  HISTORY     - 1973     MONUMENTED       NY-091
 NA1992  HISTORY     - 20030717 MARK NOT FOUND   USPSQD
 NA1992  HISTORY     - 20040717 MARK NOT FOUND   USPSQD
 NA1992  HISTORY     - 20050719 MARK NOT FOUND   USPSQD
 NA1992
 NA1992                          STATION DESCRIPTION
 NA1992
 NA1992'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 NA1992'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF SCOTCH CHURCH, 4.5
 NA1992'MILES NORTHWEST OF CHARLTON, AND 4.0 MILES SOUTH OF GALWAY IN
 NA1992'THE TOWNSHIP OF CHARLTON.
 NA1992'
 NA1992'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NA1992'147 AND 67 GO WEST ON STATE HIGHWAY 67 FOR 1.00 MILE TO THE
 NA1992'T-INTERSECTION OF STATE HIGHWAY 67 AND DEGRAFF ROAD ON THE
 NA1992'LEFT.  TURN LEFT ON DEGRAFF ROAD AND GO SOUTH FOR 0.60 MILE
 NA1992'TO AZIMUTH MARK, CKB-2 (SACGS), ON THE RIGHT.  CONTINUE
 NA1992'SOUTHERLY ALONG DEGRAFF ROAD FOR 0.45 MILE TO THE T-INTERSECTION
 NA1992'OF DEGRAFF ROAD AND WESTERN AVENUE, AND THE STATION ON THE
 NA1992'NORTHWEST CORNER OF THE INTERSECTION.
 NA1992'
 NA1992'TO REACH AZIMUTH MARK, CKB-1 (SACGS), FROM THE STATION GO
 NA1992'EASTERLY ALONG WESTERN AVENUE FOR 0.60 MILE TO THE MARK ON THE
 NA1992'LEFT.
 NA1992'
 NA1992'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 NA1992'SURVEY STAMPED CKB.  THE SURFACE MARK IS SET IN THE TOP OF A
 NA1992'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 NA1992'THE GROUND.  IT IS LOCATED 23.8 FEET NORTH OF THE CENTERLINE
 NA1992'OF WESTERN AVENUE, 27.0 FEET NORTHEAST OF THE CENTERLINE OF AN
 NA1992'18-INCH CORRUGATED METAL PIPE, 50.5 FEET EAST OF A 26-INCH
 NA1992'MAPLE TREE, 53.7 FEET SOUTH OF AN 18-INCH MAPLE TREE, AND 57.7
 NA1992'FEET WEST OF THE CENTER OF A LARGE BOULDER ON THE CORNER OF A
 NA1992'REMNANT STONEWALL.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 NA1992'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 NA1992'
 NA1992'AZIMUTH MARK, CKB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 NA1992'COUNTY GEODETIC SURVEY STAMPED CKB-1.  IT IS SET IN THE TOP OF A
 NA1992'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 NA1992'THE GROUND.  IT IS LOCATED 21.0 FEET NORTH OF THE CENTERLINE OF
 NA1992'WESTERN AVENUE, 70.3 FEET EAST OF THE EAST RANGE LINE OF A YELLOW
 NA1992'WOOD FRAME RAISED RANCH HOUSE ON THE SOUTH SIDE OF WESTERN
 NA1992'AVENUE, 9.6 FEET SOUTHEAST OF POLE NYT 9, 94.9 FEET NORTHEAST OF
 NA1992'POLE NYP 55 1/2, AND 64.5 FEET WEST OF THE NORTH END OF A
 NA1992'CONCRETE CULVERT.
 NA1992'
 NA1992'AZIMUTH MARK, CKB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 NA1992'COUNTY GEODETIC SURVEY STAMPED CKB-2.  IT IS SET IN THE TOP OF A
 NA1992'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 NA1992'THE GROUND.  IT IS LOCATED 22.0 FEET WEST OF THE CENTERLINE OF
 NA1992'DEGRAFF ROAD, 97.0 FEET NORTHWEST OF A 12-INCH DOUBLE LOCUST
 NA1992'TREE, 54.5 FEET NORTH OF THE NORTH END OF A 12-INCH CORRUGATED
 NA1992'METAL PIPE, 53.4 FEET NORTHEAST OF THE NORTH GATEPOST ON THE
 NA1992'WEST SIDE OF DEGRAFF ROAD, AND 86.7 FEET SOUTHWEST OF THE
 NA1992'SOUTH GATEPOST ON THE EAST SIDE OF DEGRAFF ROAD.
 NA1992'
 NA1992'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 NA1992
 NA1992                          STATION RECOVERY (2003)
 NA1992
 NA1992'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 NA1992'MARK NOT FOUND.
 NA1992
 NA1992                          STATION RECOVERY (2004)
 NA1992
 NA1992'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 NA1992'MARK NOT FOUND.
 NA1992
 NA1992                          STATION RECOVERY (2005)
 NA1992
 NA1992'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 NA1992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0619 ***********************************************************************
 PH0619  DESIGNATION -  CL UNITS
 PH0619  PID         -  PH0619
 PH0619  STATE/COUNTY-  NY/ST LAWRENCE
 PH0619  USGS QUAD   -  CORNWALL WEST (1964)
 PH0619
 PH0619                         *CURRENT SURVEY CONTROL
 PH0619  ___________________________________________________________________
 PH0619* NAD 83(1986)-  45 00 21.     (N)    074 47 53.     (W)     SCALED    
 PH0619* NAVD 88     -        59.387  (meters)     194.84   (feet)  ADJUSTED  
 PH0619  ___________________________________________________________________
 PH0619  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 PH0619  DYNAMIC HT  -          59.386 (meters)     194.84  (feet)  COMP
 PH0619  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PH0619
 PH0619  VERT ORDER  -  FIRST     CLASS 0
 PH0619
 PH0619.The horizontal coordinates were scaled from a topographic map and have
 PH0619.an estimated accuracy of +/- 6 seconds.
 PH0619
 PH0619.The orthometric height was determined by differential leveling
 PH0619.and adjusted by the National Geodetic Survey in June 1991..
 PH0619
 PH0619.The geoid height was determined by GEOID03.
 PH0619
 PH0619.The dynamic height is computed by dividing the NAVD 88
 PH0619.geopotential number by the normal gravity value computed on the
 PH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0619.degrees latitude (g = 980.6199 gals.).
 PH0619
 PH0619.The modeled gravity was interpolated from observed gravity values.
 PH0619
 PH0619;                    North         East    Units  Estimated Accuracy
 PH0619;SPC NY E     -   685,570.      126,500.      MT  (+/- 180 meters Scaled)
 PH0619
 PH0619                          SUPERSEDED SURVEY CONTROL
 PH0619
 PH0619  NGVD 29 (??/??/92)   59.499  (m)          195.21   (f) ADJ UNCH    1 0
 PH0619
 PH0619.Superseded values are not recommended for survey control.
 PH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0619.See file dsdata.txt to determine how the superseded data were derived.
 PH0619
 PH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ159836(NAD 83)
 PH0619_MARKER: DD = SURVEY DISK
 PH0619_SETTING: 0 = UNSPECIFIED SETTING
 PH0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0619
 PH0619  HISTORY     - Date     Condition        Report By
 PH0619  HISTORY     - UNK      MONUMENTED       USLS
 PH0619  HISTORY     - 1969     GOOD             USLS
 PH0619
 PH0619                          STATION DESCRIPTION
 PH0619
 PH0619'DESCRIBED BY US LAKE SURVEY 1969
 PH0619'IN BARHART ISLAND.
 PH0619'IS IN ST. LAWRENCE COUNTY, NEW YORK, AT THE SOUTH END OF THE ST.
 PH0619'LAWRENCE RIVER POWER DAM, BETWEEN THE MOST SOUTHERLY POWER UNIT AND
 PH0619'THE NORTH FACE OF THE ERECTION AND ADMINISTRATION BUILDING, 31.2 FEET
 PH0619'NORTHEAST OF THE WEST JAMB OF THE LARGE GANTRY CRANE DOOR OF THE
 PH0619'BUILDING, 32.4 FEET NORTHWEST OF THE EAST JAMB OF THE DOOR, BEING
 PH0619'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 PH0619'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1525 ***********************************************************************
 OD1525  DESIGNATION -  CLA
 OD1525  PID         -  OD1525
 OD1525  STATE/COUNTY-  NY/SARATOGA
 OD1525  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1525
 OD1525                         *CURRENT SURVEY CONTROL
 OD1525  ___________________________________________________________________
 OD1525* NAD 83(1996)-  43 02 06.58453(N)    073 39 34.68084(W)     ADJUSTED  
 OD1525* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 OD1525  ___________________________________________________________________
 OD1525  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 OD1525  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OD1525
 OD1525  HORZ ORDER  -  SECOND
 OD1525
 OD1525.The horizontal coordinates were established by classical geodetic methods
 OD1525.and adjusted by the National Geodetic Survey in January 1999..
 OD1525
 OD1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1525
 OD1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1525
 OD1525.The geoid height was determined by GEOID03.
 OD1525
 OD1525;                    North         East     Units Scale Factor Converg.
 OD1525;SPC NY E     -   466,920.581   218,478.529   MT  0.99995767   +0 34 24.7
 OD1525;SPC NY E     - 1,531,888.61    716,791.64   sFT  0.99995767   +0 34 24.7
 OD1525;UTM  18      - 4,765,591.219   609,189.440   MT  0.99974667   +0 54 53.3
 OD1525
 OD1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1525!SPC NY E     -   0.99998795  x   0.99995767  =   0.99994562
 OD1525!UTM  18      -   0.99998795  x   0.99974667  =   0.99973462
 OD1525
 OD1525:                Primary Azimuth Mark                     Grid Az
 OD1525:SPC NY E     -  CLA 2                                    100 57 28.3
 OD1525:UTM  18      -  CLA 2                                    100 36 59.7
 OD1525
 OD1525|---------------------------------------------------------------------|
 OD1525| PID    Reference Object                     Distance      Geod. Az  |
 OD1525|                                                           dddmmss.s |
 OD1525| DA3246 CLA 2                                              1013153.0 |
 OD1525| OD1526 CLA A SACGS 1973                     16.461 METERS 11448     |
 OD1525| DA3245 CLA 1                                              3402224.9 |
 OD1525|---------------------------------------------------------------------|
 OD1525
 OD1525                          SUPERSEDED SURVEY CONTROL
 OD1525
 OD1525  NAD 83(1996)-  43 02 06.58681(N)    073 39 34.68169(W) AD(       ) 2
 OD1525  NAD 83(1996)-  43 02 06.58709(N)    073 39 34.68181(W) AD(       ) 2
 OD1525  NAD 83(1992)-  43 02 06.58775(N)    073 39 34.68154(W) AD(       ) 2
 OD1525  NAD 83(1992)-  43 02 06.58795(N)    073 39 34.68165(W) AD(       ) 2
 OD1525  NAD 83(1986)-  43 02 06.58887(N)    073 39 34.68090(W) AD(       ) 2
 OD1525  NAD 27      -  43 02 06.31845(N)    073 39 36.26121(W) AD(       ) 2
 OD1525  NGVD 29 (07/19/86)  107.8    (m)          354.     (f) VERT ANG       
 OD1525
 OD1525.Superseded values are not recommended for survey control.
 OD1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1525.See file dsdata.txt to determine how the superseded data were derived.
 OD1525
 OD1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0918965591(NAD 83)
 OD1525_MARKER: DD = SURVEY DISK
 OD1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1525
 OD1525  HISTORY     - Date     Condition        Report By
 OD1525  HISTORY     - 1973     MONUMENTED       NY-091
 OD1525  HISTORY     - 20010705 MARK NOT FOUND   USPSQD
 OD1525  HISTORY     - 20020726 MARK NOT FOUND   USPSQD
 OD1525  HISTORY     - 20030814 MARK NOT FOUND   USPSQD
 OD1525  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OD1525  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 OD1525
 OD1525                          STATION DESCRIPTION
 OD1525
 OD1525'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1525'THE STATION IS LOCATED 1.0 MILE SOUTHWEST OF QUAKER SPRINGS,
 OD1525'6.0 MILES SOUTHWEST OF SCHUYLERVILLE, AND 6.0 MILES NORTHEAST
 OD1525'OF STILLWATER IN THE TOWNSHIP OF SARATOGA.
 OD1525'
 OD1525'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE,
 OD1525'GO SOUTH ON U.S. HIGHWAY 4 FOR 0.25 MILE TO THE Y-INTERSECTION
 OD1525'OF STATE HIGHWAY 32 (HORRIGAN AVENUE).  BEAR RIGHT AND GO
 OD1525'SOUTHWESTERLY AND SOUTH ON STATE HIGHWAY 32 FOR 5.70 MILES TO
 OD1525'THE INTERSECTION OF COUNTY HIGHWAY 67 AND SPRING ROAD.  TURN
 OD1525'RIGHT AND GO WESTERLY ON COUNTY HIGHWAY 67 FOR 0.70 MILE TO
 OD1525'AZIMUTH MARK, CLA-2 (SACGS), ON LEFT.  CONTINUE WEST ON STATE
 OD1525'HIGHWAY 67 FOR 0.30 MILE TO JUNCTION OF SPOOK HOLLOW ROAD AND
 OD1525'STATION ON LEFT.
 OD1525'
 OD1525'TO REACH AZIMUTH MARK, CLA-1 (SACGS), FROM THE STATION, GO
 OD1525'NORTHWEST ON COUNTY HIGHWAY 67 FOR 0.40 MILE TO MARK ON LEFT.
 OD1525'
 OD1525'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1525'SURVEY STAMPED CLA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1525'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1525'THE GROUND.  IT IS LOCATED 82.0 FEET WEST OF A 24-INCH ELM
 OD1525'TREE ON THE EAST SIDE OF SPOOK HOLLOW ROAD, 109.3 FEET NORTH
 OD1525'OF A ROAD SIGN, 20.0 FEET EAST OF A 22-INCH ASH TREE, BOTH ON
 OD1525'THE WEST SIDE OF SPOOK HOLLOW ROAD, 73.0 FEET SOUTHWEST OF THE
 OD1525'INTERSECTION OF SPOOK HOLLOW ROAD AND COUNTY HIGHWAY 67, AND
 OD1525'19.0 FEET WEST OF THE CENTERLINE OF SPOOK HOLLOW ROAD.  THE
 OD1525'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1525'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1525'
 OD1525'AZIMUTH MARK, CLA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1525'COUNTY GEODETIC SURVEY STAMPED CLA-1.  IT IS SET IN THE TOP OF
 OD1525'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1525'THE GROUND.  IT IS LOCATED 91.8 FEET NORTH OF POLE 15 ON THE
 OD1525'WEST SIDE OF COUNTY HIGHWAY 67, 172.0 FEET SOUTHWEST OF A POLE
 OD1525'(UNMARKED), 156.0 FEET NORTHWEST OF A 20-INCH ELM TREE, 56.1
 OD1525'FEET NORTHWEST OF POLE 9, ALL ON THE WEST SIDE OF COUNTY
 OD1525'HIGHWAY 67, AND 21.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 OD1525'HIGHWAY 67.
 OD1525'
 OD1525'AZIMUTH MARK, CLA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1525'COUNTY GEODETIC SURVEY STAMPED CLA-2.  IT IS SET IN THE TOP OF
 OD1525'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT
 OD1525'BELOW THE GROUND.  IT IS LOCATED 50.5 FEET SOUTHEAST OF POLE
 OD1525'NM 10/1, 34.3 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST
 OD1525'END OF A CULVERT, BOTH ON THE NORTH SIDE OF COUNTY HIGHWAY 67,
 OD1525'42.0 FEET EAST OF THE CENTER OF THE SOUTHWEST END OF THE
 OD1525'AFOREMENTIONED CULVERT, 20.0 FEET NORTH OF A 30-INCH MAPLE
 OD1525'TREE, BOTH ON THE SOUTH SIDE OF COUNTY HIGHWAY 67, AND 13.5
 OD1525'FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 67.
 OD1525'
 OD1525'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 OD1525
 OD1525                          STATION RECOVERY (2001)
 OD1525
 OD1525'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1525'SOIL IS ABOUT 18 INCHES HIGHER THAN ROAD AT LOCATION.
 OD1525
 OD1525                          STATION RECOVERY (2002)
 OD1525
 OD1525'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1525'MARK NOT FOUND.
 OD1525
 OD1525                          STATION RECOVERY (2003)
 OD1525
 OD1525'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1525'MARK NOT FOUND.
 OD1525
 OD1525                          STATION RECOVERY (2004)
 OD1525
 OD1525'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1525'MARK NOT FOUND.
 OD1525
 OD1525                          STATION RECOVERY (2005)
 OD1525
 OD1525'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0529 ***********************************************************************
 OG0529  DESIGNATION -  CLA AMI 1
 OG0529  PID         -  OG0529
 OG0529  STATE/COUNTY-  NY/ERIE
 OG0529  USGS QUAD   -  
 OG0529
 OG0529                         *CURRENT SURVEY CONTROL
 OG0529  ___________________________________________________________________
 OG0529* NAD 83(1996)-  43 04 41.36700(N)    078 37 09.37924(W)     ADJUSTED  
 OG0529* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 OG0529  ___________________________________________________________________
 OG0529  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OG0529  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OG0529
 OG0529  HORZ ORDER  -  SECOND
 OG0529
 OG0529.The horizontal coordinates were established by classical geodetic methods
 OG0529.and adjusted by the National Geodetic Survey in January 1999..
 OG0529
 OG0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0529
 OG0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0529
 OG0529.The geoid height was determined by GEOID03.
 OG0529
 OG0529;                    North         East     Units Scale Factor Converg.
 OG0529;SPC NY W     -   341,852.903   347,073.425   MT  0.99993761   -0 01 28.4
 OG0529;SPC NY W     - 1,121,562.40  1,138,690.06   sFT  0.99993761   -0 01 28.4
 OG0529;UTM  17      - 4,772,245.009   693,806.910   MT  1.00006209   +1 37 35.5
 OG0529
 OG0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0529!SPC NY W     -   0.99997733  x   0.99993761  =   0.99991494
 OG0529!UTM  17      -   0.99997733  x   1.00006209  =   1.00003942
 OG0529
 OG0529:                Primary Azimuth Mark                     Grid Az
 OG0529:SPC NY W     -  CLA AMI 1 AZ MK A                        183 56 44.6
 OG0529:UTM  17      -  CLA AMI 1 AZ MK A                        182 17 40.7
 OG0529
 OG0529|---------------------------------------------------------------------|
 OG0529| PID    Reference Object                     Distance      Geod. Az  |
 OG0529|                                                           dddmmss.s |
 OG0529| DE4746 CLA AMI 1 AZ MK A                                  1835516.2 |
 OG0529| DE4747 CLA AMI 1 AZ MK B                                  3230627.1 |
 OG0529|---------------------------------------------------------------------|
 OG0529
 OG0529                          SUPERSEDED SURVEY CONTROL
 OG0529
 OG0529  NAD 83(1986)-  43 04 41.37347(N)    078 37 09.37701(W) AD(       ) 2
 OG0529  NAD 27      -  43 04 41.16403(N)    078 37 10.27412(W) AD(       ) 2
 OG0529  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 OG0529
 OG0529.Superseded values are not recommended for survey control.
 OG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0529.See file dsdata.txt to determine how the superseded data were derived.
 OG0529
 OG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9380772245(NAD 83)
 OG0529_MARKER: DD = SURVEY DISK
 OG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0529
 OG0529  HISTORY     - Date     Condition        Report By
 OG0529  HISTORY     - 1972     MONUMENTED       NY-029
 OG0529
 OG0529                          STATION DESCRIPTION
 OG0529
 OG0529'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0529'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 5 MILES NORTH OF
 OG0529'THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 1.3 MILES
 OG0529'SOUTHEAST OF THE RAPIDS ROAD BRIDGE CROSSING OF TONAWANDA CREEK.
 OG0529'
 OG0529'TO REACH FROM GOODRICH ROAD AND CLARENCE CENTER ROAD IN
 OG0529'CLARENCE CENTER, GO NORTH ON GOODRICH ROAD FOR 5.45 MILES TO
 OG0529'N.Y. RTE. 268 (RAPIDS ROAD).  TURN RIGHT AND GO EAST AND SOUTH ON
 OG0529'RTE. 268 FOR 1.3 MILES TO STATION ON LEFT OPPOSITE HOUSE NO. 9895.
 OG0529'
 OG0529'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0529'CONCRETE POST 6 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0529'CLA-AMI-1 1972.
 OG0529'
 OG0529'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0529'
 OG0529'DISTANCE AND DIRECTION FROM STATION
 OG0529'
 OG0529'RP-1 NORTHWEST CORNER OF HOUSE FOUNDATION 79.87 FEET NE
 OG0529'
 OG0529'RP-2 SOUTHEAST CORNER OF FOUNDATION OF HOUSE NO. 9895 81.38
 OG0529'FEET SW
 OG0529'
 OG0529'RP-3 NORTHEAST CORNER OF FOUNDATION OF HOUSE NO. 9895 73.69
 OG0529'FEET SW
 OG0529'
 OG0529'RP-4 CENTERLINE OF RTE. 268 13.4 FEET NE
 OG0529'
 OG0529'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0529'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0529'CLA-AMI-1 AZ. A 1972.
 OG0529'
 OG0529'TO REACH FROM CLA-AMI-1, GO SOUTHEAST ALONG N.Y. RTE. 268
 OG0529'FOR 0.25 MILES TO BRAUER RD.  TURN RIGHT AND GO WEST ON
 OG0529'BRAUER RD. FOR 0.15 MILES TO STATION ON RIGHT.
 OG0529'
 OG0529'DISTANCE AND DIRECTION FROM STATION
 OG0529'
 OG0529'RP-1 NEAR EDGE OF CONCRETE GUARD POST 2.20 FEET N
 OG0529'
 OG0529'RP-2 NEAR EDGE OF CONCRETE GUARD POST 100.62 FEET NE
 OG0529'
 OG0529'RP-3 PK NAIL IN 12 IN DIA. OAK TREE 83.49 FEET SE
 OG0529'
 OG0529'RP-4 RR SPIKE IN CENTERLINE OF BRAUER RD.  12.96 FEET S
 OG0529'
 OG0529'RP-5 EXTENDED CENTERLINE OF DRIVE TO NO. 9905 OAK STONE
 OG0529'FARM 486.0 FEET W
 OG0529'
 OG0529'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 OG0529'IN A CONCRETE CULVERT WALL.  THE DISK IS STAMPED CLA-AMI-1
 OG0529'AZ. B 1972.
 OG0529'
 OG0529'TO REACH FROM CLA-AMI-1, GO NORTHWEST ALONG N.Y. RTE. 268
 OG0529'FOR 0.3 MILES TO STATION ON LEFT AT CULVERT CROSSING.
 OG0529'
 OG0529'DISTANCE AND DIRECTION FROM STATION
 OG0529'
 OG0529'RP-1 CHISELED CROSS IN THE NORTH END OF CULVERT WALL ON EAST
 OG0529'SIDE OF RTE. 268 28.44 FEET NE
 OG0529'
 OG0529'RP-2 CHISELED CROSS IN SOUTH END OF CULVERT WALL ON EAST SIDE
 OG0529'OF RTE. 268 28.80 FEET NE
 OG0529'
 OG0529'RP-3 CENTERLINE OF RTE. 268 13.8 FEET NE
 OG0529'
 OG0529'RP-4 PK NAIL IN 28 IN DIA. OAK TREE 55.26 FEET SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0568 ***********************************************************************
 OG0568  DESIGNATION -  CLA AMI 2
 OG0568  PID         -  OG0568
 OG0568  STATE/COUNTY-  NY/ERIE
 OG0568  USGS QUAD   -  
 OG0568
 OG0568                         *CURRENT SURVEY CONTROL
 OG0568  ___________________________________________________________________
 OG0568* NAD 83(1996)-  43 04 51.49310(N)    078 40 00.50365(W)     ADJUSTED  
 OG0568* NAVD 88     -        79.     (meters)     259.     (feet)  VERTCON   
 OG0568  ___________________________________________________________________
 OG0568  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OG0568  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OG0568
 OG0568  HORZ ORDER  -  SECOND
 OG0568
 OG0568.The horizontal coordinates were established by classical geodetic methods
 OG0568.and adjusted by the National Geodetic Survey in January 1999..
 OG0568
 OG0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0568
 OG0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0568
 OG0568.The geoid height was determined by GEOID03.
 OG0568
 OG0568;                    North         East     Units Scale Factor Converg.
 OG0568;SPC NY W     -   342,168.126   343,202.881   MT  0.99993807   -0 03 25.3
 OG0568;SPC NY W     - 1,122,596.59  1,125,991.45   sFT  0.99993807   -0 03 25.3
 OG0568;UTM  17      - 4,772,448.601   689,928.443   MT  1.00004378   +1 35 38.8
 OG0568
 OG0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0568!SPC NY W     -   0.99999318  x   0.99993807  =   0.99993125
 OG0568!UTM  17      -   0.99999318  x   1.00004378  =   1.00003696
 OG0568
 OG0568:                Primary Azimuth Mark                     Grid Az
 OG0568:SPC NY W     -  CLA AMI 2 AZ MK A                        043 24 26.6
 OG0568:UTM  17      -  CLA AMI 2 AZ MK A                        041 45 22.5
 OG0568
 OG0568|---------------------------------------------------------------------|
 OG0568| PID    Reference Object                     Distance      Geod. Az  |
 OG0568|                                                           dddmmss.s |
 OG0568| DE4748 CLA AMI 2 AZ MK A                                  0432101.3 |
 OG0568| DE4749 CLA AMI 2 AZ MK B                                  1801726.4 |
 OG0568|---------------------------------------------------------------------|
 OG0568
 OG0568                          SUPERSEDED SURVEY CONTROL
 OG0568
 OG0568  NAD 83(1986)-  43 04 51.49949(N)    078 40 00.50147(W) AD(       ) 2
 OG0568  NAD 27      -  43 04 51.29113(N)    078 40 01.39272(W) AD(       ) 2
 OG0568  NGVD 29 (07/19/86)   79.     (m)          259.     (f) VERT ANG       
 OG0568
 OG0568.Superseded values are not recommended for survey control.
 OG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0568.See file dsdata.txt to determine how the superseded data were derived.
 OG0568
 OG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8992872449(NAD 83)
 OG0568_MARKER: DD = SURVEY DISK
 OG0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0568
 OG0568  HISTORY     - Date     Condition        Report By
 OG0568  HISTORY     - 1972     MONUMENTED       NY-029
 OG0568  HISTORY     - 19910615 GOOD             USPSQD
 OG0568
 OG0568                          STATION DESCRIPTION
 OG0568
 OG0568'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0568'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 5 MILES NORTH AND
 OG0568'WEST OF THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 1.5 MILES
 OG0568'EAST OF MILLERSPORT AND 0.3 MILES SOUTH OF TONAWANDA CREEK.
 OG0568'
 OG0568'TO REACH FROM GOODRICH RD. AND CLARENCE CENTER RD. IN CLARENCE
 OG0568'CENTER, GO NORTH ON GOODRICH ROAD FOR 4.2 MILES TO SESH ROAD.  TURN
 OG0568'LEFT AND GO WEST ON SESH RD. FOR 1.5 MILES TO NORTHFIELD
 OG0568'ROAD.  TURN RIGHT AND GO NORTH ON NORTHFIELD ROAD FOR 0.6 MILES TO
 OG0568'STATION ON LEFT NEAR HOUSE NO. 8530.
 OG0568'
 OG0568'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0568'CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0568'CLA-AMI-2 1972.
 OG0568'
 OG0568'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0568'
 OG0568'DISTANCE AND DIRECTION FROM STATION
 OG0568'
 OG0568'RP-1 SOUTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 8530 116.65
 OG0568'FEET NW
 OG0568'
 OG0568'RP-2 SOUTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 8530 97.71
 OG0568'FEET NW
 OG0568'
 OG0568'RP-3 RR SPIKE IN CENTERLINE OF NORTHFIELD RD.  11.69 FEET E
 OG0568'
 OG0568'RP-4 PK NAIL IN 15 IN DIA. MAPLE TREE 118.42 FEET SE
 OG0568'
 OG0568'RP-5 CENTER OF TOP NUT ON FIRE HYDRANT 131.96 FEET N
 OG0568'
 OG0568'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0568'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0568'CLA-AMI-2 AZ. A 1972.
 OG0568'
 OG0568'TO REACH FROM CLA-AMI-2, GO NORTH ON NORTHFIELD RD. FOR 0.25
 OG0568'MILES TO N.Y. RTE. 268 (TONAWANDA CREEK RD.).  TURN RIGHT AND
 OG0568'GO EAST ON RTE. 268 FOR 0.3 MILE TO STATION ON LEFT.
 OG0568'
 OG0568'DISTANCE AND DIRECTION FROM STATION
 OG0568'
 OG0568'RP-1 SOUTHWEST CORNER OF HOUSE 85.31 FEET NE
 OG0568'
 OG0568'RP-2 SOUTHEAST CORNER OF HOUSE 98.73 FEET NE
 OG0568'
 OG0568'RP-3 CENTERLINE OF TONAWANDA CREEK RD.  15.2 FEET S
 OG0568'
 OG0568'RP-4 CENTER OF TOP NUT ON FIRE HYDRANT 117.93 FEET SW
 OG0568'
 OG0568'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0568'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0568'CLA-AMI-2 AZ. B 1972.
 OG0568'
 OG0568'TO REACH FROM CLA-AMI-2, GO SOUTH ON NORTHFIELD ROAD FOR 0.6 MILES
 OG0568'TO SESH ROAD AND STATION AT SOUTHEAST CORNER OF INTERSECTION.
 OG0568'
 OG0568'DISTANCE AND DIRECTION FROM STATION
 OG0568'
 OG0568'RP-1 SOUTHWEST CORNER OF FOUNDATION OF HOUSE NO. 8750 95.36
 OG0568'FEET NE
 OG0568'
 OG0568'RP-2 SOUTHEAST CORNER OF FOUNDATION OF HOUSE NO. 8750 117.59
 OG0568'FEET NE
 OG0568'
 OG0568'RP-3 RR SPIKE IN CENTERLINE OF NORTHFIELD ROAD 14.66 FEET W
 OG0568'
 OG0568'RP-4 PK NAIL IN POWER POLE NO. V NYSGE 20 54.67 FEET NW
 OG0568
 OG0568                          STATION RECOVERY (1991)
 OG0568
 OG0568'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0530 ***********************************************************************
 OG0530  DESIGNATION -  CLA DIL 1
 OG0530  PID         -  OG0530
 OG0530  STATE/COUNTY-  NY/ERIE
 OG0530  USGS QUAD   -  
 OG0530
 OG0530                         *CURRENT SURVEY CONTROL
 OG0530  ___________________________________________________________________
 OG0530* NAD 83(1996)-  43 01 24.62550(N)    078 36 26.83948(W)     ADJUSTED  
 OG0530* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 OG0530  ___________________________________________________________________
 OG0530  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 OG0530  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OG0530
 OG0530  HORZ ORDER  -  SECOND
 OG0530
 OG0530.The horizontal coordinates were established by classical geodetic methods
 OG0530.and adjusted by the National Geodetic Survey in January 1999..
 OG0530
 OG0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0530
 OG0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0530
 OG0530.The geoid height was determined by GEOID03.
 OG0530
 OG0530;                    North         East     Units Scale Factor Converg.
 OG0530;SPC NY W     -   335,781.620   348,033.935   MT  0.99993755   -0 00 59.3
 OG0530;SPC NY W     - 1,101,643.53  1,141,841.34   sFT  0.99993755   -0 00 59.3
 OG0530;UTM  17      - 4,766,203.136   694,942.007   MT  1.00006752   +1 37 58.6
 OG0530
 OG0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0530!SPC NY W     -   0.99999142  x   0.99993755  =   0.99992897
 OG0530!UTM  17      -   0.99999142  x   1.00006752  =   1.00005894
 OG0530
 OG0530:                Primary Azimuth Mark                     Grid Az
 OG0530:SPC NY W     -  CLA DIL 1 AZ MK A                        000 40 59.5
 OG0530:UTM  17      -  CLA DIL 1 AZ MK A                        359 02 01.6
 OG0530
 OG0530|---------------------------------------------------------------------|
 OG0530| PID    Reference Object                     Distance      Geod. Az  |
 OG0530|                                                           dddmmss.s |
 OG0530| DE4750 CLA DIL 1 AZ MK A                                  0004000.2 |
 OG0530| DE4752 CLA DIL 2 AZ MK B                                  2362710.0 |
 OG0530|---------------------------------------------------------------------|
 OG0530
 OG0530                          SUPERSEDED SURVEY CONTROL
 OG0530
 OG0530  NAD 83(1986)-  43 01 24.63206(N)    078 36 26.83700(W) AD(       ) 2
 OG0530  NAD 27      -  43 01 24.42135(N)    078 36 27.73802(W) AD(       ) 2
 OG0530  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 OG0530
 OG0530.Superseded values are not recommended for survey control.
 OG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0530.See file dsdata.txt to determine how the superseded data were derived.
 OG0530
 OG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9494266203(NAD 83)
 OG0530_MARKER: DD = SURVEY DISK
 OG0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0530
 OG0530  HISTORY     - Date     Condition        Report By
 OG0530  HISTORY     - 1972     MONUMENTED       NY-029
 OG0530
 OG0530                          STATION DESCRIPTION
 OG0530
 OG0530'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0530'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 1.75 MILES
 OG0530'NORTHEAST OF THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO ABOUT
 OG0530'3 MILES NORTH OF THE VILLAGE OF CLARENCE.
 OG0530'
 OG0530'TO REACH FROM GOODRICH RD AND CLARENCE CENTER ROAD IN CLARENCE
 OG0530'CENTER, GO 1.6 MILES EAST ON CLARENCE CENTER RD. TO STRICKLER
 OG0530'ROAD.  TURN LEFT AND GO NORTH FOR 0.8 MILES TO KELLER RD.  CONTINUE
 OG0530'NORTH ON STRICKLER RD. FOR ANOTHER 0.2 MILES TO STATION ON LEFT.
 OG0530'
 OG0530'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0530'CONCRETE POST 4 IN BELOW GROUND.  THE DISK IS STAMPED CLA-DIL-1
 OG0530'1972.
 OG0530'
 OG0530'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0530'
 OG0530'DISTANCE AND DIRECTION FROM STATION
 OG0530'
 OG0530'RP-1 SOUTHWEST CORNER OF FOUNDATION OF HOUSE NO. 6495 422.54
 OG0530'FEET NE
 OG0530'
 OG0530'RP-2 SOUTHEAST CORNER OF FOUNDATION OF HOUSE NO. 6495 429.95
 OG0530'FEET NE
 OG0530'
 OG0530'RP-3 RR SPIKE IN CENTERLINE OF STRICKLER RD 17.97 FEET E
 OG0530'
 OG0530'RP-4 PK NAIL IN POWER POLE NO. NYSEG 77 59.91 FEET S
 OG0530'
 OG0530'RP-5 NEAR EDGE OF METAL WITNESS POST 2.0 FEET W
 OG0530'
 OG0530'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 OG0530'IN THE SOUTHWEST WINGWALL OF A BRIDGE OVER A SMALL STREAM.  THE
 OG0530'DISK IS STAMPED CLA-DIL-1 AZ. A 1972.
 OG0530'
 OG0530'TO REACH FROM CLA-DIL-1, GO NORTH ON STRICKLER ROAD FOR 0.2
 OG0530'MILES AND STATION ON LEFT AT SOUTHWEST CORNER OF BRIDGE OVER STREAM.
 OG0530'
 OG0530'DISTANCE AND DIRECTION FROM STATION
 OG0530'
 OG0530'RP-1 SOUTHWEST CORNER OF NORTHWEST BRIDGE WINGWALL 32.75 FEET N
 OG0530'
 OG0530'RP-2 CENTERLINE OF STRICKLER ROAD 13.9 FEET E
 OG0530'
 OG0530'RP-3 SOUTHWEST CORNER OF WEST BRIDGE WALL 3.45 FEET NE
 OG0530'
 OG0530'RP-4 CENTERLINE OF CROOP RD.  (0.1 MILE, APPROX) N
 OG0530'
 OG0530'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0530'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0530'CLA-DIL-1 AZ. B 1972.
 OG0530'
 OG0530'TO REACH FROM CLA-DIL-1, GO SOUTH ON STRICKLER RD. FOR 0.2
 OG0530'MILES TO KELLER RD.  TURN RIGHT AND GO WEST ON KELLER RD FOR
 OG0530'0.3 MILES AND STATION ON RIGHT.
 OG0530'
 OG0530'DISTANCE AND DIRECTION FROM STATION
 OG0530'
 OG0530'RP-1 PK NAIL IN TELEPHONE POLE NO. 40 7.21 FEET N
 OG0530'
 OG0530'RP-2 NORTHEAST CORNER OF HOUSE FOUNDATION 137.68 FEET SE
 OG0530'
 OG0530'RP-3 NORTHWEST CORNER OF HOUSE FOUNDATION 111.73 FEET S
 OG0530'
 OG0530'RP-4 CENTERLINE OF KELLER RD.  14.2 FEET S
 OG0530'
 OG0530'RP-5 NEAR EDGE OF METAL WITNESS POST 1.9 FEET N
 OG0530'
 OG0530'RP-6 EXTENDED LINE OF DRIVE CENTERLINE 27.0 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0533 ***********************************************************************
 OG0533  DESIGNATION -  CLA DIL 2
 OG0533  PID         -  OG0533
 OG0533  STATE/COUNTY-  NY/ERIE
 OG0533  USGS QUAD   -  
 OG0533
 OG0533                         *CURRENT SURVEY CONTROL
 OG0533  ___________________________________________________________________
 OG0533* NAD 83(1996)-  43 03 08.94245(N)    078 36 23.42306(W)     ADJUSTED  
 OG0533* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 OG0533  ___________________________________________________________________
 OG0533  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 OG0533  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OG0533
 OG0533  HORZ ORDER  -  SECOND
 OG0533
 OG0533.The horizontal coordinates were established by classical geodetic methods
 OG0533.and adjusted by the National Geodetic Survey in January 1999..
 OG0533
 OG0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0533
 OG0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0533
 OG0533.The geoid height was determined by GEOID03.
 OG0533
 OG0533;                    North         East     Units Scale Factor Converg.
 OG0533;SPC NY W     -   339,000.545   348,112.172   MT  0.99993754   -0 00 57.0
 OG0533;SPC NY W     - 1,112,204.29  1,142,098.02   sFT  0.99993754   -0 00 57.0
 OG0533;UTM  17      - 4,769,423.397   694,927.533   MT  1.00006745   +1 38 04.1
 OG0533
 OG0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0533!SPC NY W     -   0.99997716  x   0.99993754  =   0.99991470
 OG0533!UTM  17      -   0.99997716  x   1.00006745  =   1.00004461
 OG0533
 OG0533:                Primary Azimuth Mark                     Grid Az
 OG0533:SPC NY W     -  HUNTS CORNERS FIRST BAP CH               142 56 23.0
 OG0533:UTM  17      -  HUNTS CORNERS FIRST BAP CH               141 17 21.9
 OG0533
 OG0533|---------------------------------------------------------------------|
 OG0533| PID    Reference Object                     Distance      Geod. Az  |
 OG0533|                                                           dddmmss.s |
 OG0533| OG0532 HUNTS CORNERS FIRST BAP CH          APPROX. 3.0 KM 1425526.0 |
 OG0533| DE4751 CLA DIL 2 AZ MK A                                  3584502.8 |
 OG0533|---------------------------------------------------------------------|
 OG0533
 OG0533                          SUPERSEDED SURVEY CONTROL
 OG0533
 OG0533  NAD 83(1986)-  43 03 08.94896(N)    078 36 23.42071(W) AD(       ) 2
 OG0533  NAD 27      -  43 03 08.73895(N)    078 36 24.32068(W) AD(       ) 2
 OG0533  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 OG0533
 OG0533.Superseded values are not recommended for survey control.
 OG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0533.See file dsdata.txt to determine how the superseded data were derived.
 OG0533
 OG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9492869423(NAD 83)
 OG0533_MARKER: DD = SURVEY DISK
 OG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0533
 OG0533  HISTORY     - Date     Condition        Report By
 OG0533  HISTORY     - 1972     MONUMENTED       NY-029
 OG0533
 OG0533                          STATION DESCRIPTION
 OG0533
 OG0533'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0533'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 3.3 MILES NORTHEAST
 OG0533'OF THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 1.6 MILES
 OG0533'EAST OF WOLCOTTSBURG.
 OG0533'
 OG0533'TO REACH FROM GOODRICH ROAD AND CLARENCE CENTER ROAD IN
 OG0533'CLARENCE CENTER, GO NORTH ON GOODRICH RD. FOR 2.25 MILES TO
 OG0533'LAPP RD.  TURN RIGHT AND GO EAST ON LAPP RD. FOR 1.7 MILES TO
 OG0533'NY RTE. 268.  TURN LEFT AND GO NORTH ON RTE. 268 (SALT RD.) FOR
 OG0533'0.75 MILES AND STATION ON LEFT AT PARKER RD.
 OG0533'
 OG0533'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0533'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0533'CLA-DIL-2 1972.
 OG0533'
 OG0533'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0533'
 OG0533'AZIMUTH SIGHTING TO SOUTHEAST IS THE CENTERLINE OF SPIRE
 OG0533'ATOP THE HUNTS CORNERS FIRST BAPTIST CHURCH ON HUNTS CORNERS
 OG0533'ROAD AND NY RTE. 268.
 OG0533'
 OG0533'DISTANCE AND DIRECTION FROM STATION
 OG0533'
 OG0533'RP-1 SOUTHWEST CORNER OF FOUNDATION OF HOUSE NO. 7512 102.90
 OG0533'FEET NW
 OG0533'
 OG0533'RP-2 SOUTHEAST CORNER OF FOUNDATION OF HOUSE NO. 7512 78.17
 OG0533'FEET NW
 OG0533'
 OG0533'RP-3 PK NAIL IN 18 IN DIA MAPLE TREE 8.79 FEET N
 OG0533'
 OG0533'RP-4 PK NAIL IN CENTERLINE OF SALT RD 21.12 FEET E
 OG0533'
 OG0533'RP-5 CENTERLINE OF PARKER ROAD 37.7 FEET S
 OG0533'
 OG0533'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0533'CONCRETE POST 6 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0533'CLA-DIL-2 AZ. A 1972.
 OG0533'
 OG0533'TO REACH FROM CLA-DIL-2, GO NORTH ON SALT RD. (NY RTE. 268)
 OG0533'FOR 0.3 MILE TO CEDAR ROAD AND STATION AT NORTHEAST CORNER OF
 OG0533'INTERSECTION.
 OG0533'
 OG0533'DISTANCE AND DIRECTION FROM STATION
 OG0533'
 OG0533'RP-1 NORTHWEST CORNER OF SHED 62.31 FEET NE
 OG0533'
 OG0533'RP-2 SOUTHWEST CORNER OF SHED 41.51 FEET NE
 OG0533'
 OG0533'RP-3 CHISELED CROSS ON SOUTHEAST CORNER OF CONCRETE CULVERT
 OG0533'WALL 68.51 FEET S
 OG0533'
 OG0533'RP-4 CHISELED CROSS ON CONCRETE RETAINING WALL OVER CENTERLINE
 OG0533'OF CULVERT PIPE 71.68 FEET SW
 OG0533'
 OG0533'RP-5 CENTERLINE OF SALT ROAD 14.4 FEET W
 OG0533'
 OG0533'RP-6 CENTERLINE OF CEDAR ROAD 44.0 FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0571 ***********************************************************************
 OG0571  DESIGNATION -  CLA GOR 1
 OG0571  PID         -  OG0571
 OG0571  STATE/COUNTY-  NY/ERIE
 OG0571  USGS QUAD   -  
 OG0571
 OG0571                         *CURRENT SURVEY CONTROL
 OG0571  ___________________________________________________________________
 OG0571* NAD 83(1996)-  43 00 49.80653(N)    078 40 28.51370(W)     ADJUSTED  
 OG0571* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 OG0571  ___________________________________________________________________
 OG0571  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 OG0571  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 OG0571
 OG0571  HORZ ORDER  -  SECOND
 OG0571
 OG0571.The horizontal coordinates were established by classical geodetic methods
 OG0571.and adjusted by the National Geodetic Survey in January 1999..
 OG0571
 OG0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0571
 OG0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0571
 OG0571.The geoid height was determined by GEOID03.
 OG0571
 OG0571;                    North         East     Units Scale Factor Converg.
 OG0571;SPC NY W     -   334,710.960   342,561.211   MT  0.99993818   -0 03 44.1
 OG0571;SPC NY W     - 1,098,130.87  1,123,886.24   sFT  0.99993818   -0 03 44.1
 OG0571;UTM  17      - 4,764,975.269   689,501.729   MT  1.00004179   +1 35 12.5
 OG0571
 OG0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0571!SPC NY W     -   0.99997621  x   0.99993818  =   0.99991439
 OG0571!UTM  17      -   0.99997621  x   1.00004179  =   1.00001800
 OG0571
 OG0571:                Primary Azimuth Mark                     Grid Az
 OG0571:SPC NY W     -  CLA GOR 1 AZ MK A                        085 42 38.1
 OG0571:UTM  17      -  CLA GOR 1 AZ MK A                        084 03 41.5
 OG0571
 OG0571|---------------------------------------------------------------------|
 OG0571| PID    Reference Object                     Distance      Geod. Az  |
 OG0571|                                                           dddmmss.s |
 OG0571| DE4753 CLA GOR 1 AZ MK A                                  0853854.0 |
 OG0571| DE4754 CLA GOR 1 AZ MK B                                  2625400.8 |
 OG0571|---------------------------------------------------------------------|
 OG0571
 OG0571                          SUPERSEDED SURVEY CONTROL
 OG0571
 OG0571  NAD 83(1986)-  43 00 49.81286(N)    078 40 28.51122(W) AD(       ) 2
 OG0571  NAD 27      -  43 00 49.60342(N)    078 40 29.40378(W) AD(       ) 2
 OG0571  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 OG0571
 OG0571.Superseded values are not recommended for survey control.
 OG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0571.See file dsdata.txt to determine how the superseded data were derived.
 OG0571
 OG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8950264975(NAD 83)
 OG0571_MARKER: DD = SURVEY DISK
 OG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0571
 OG0571  HISTORY     - Date     Condition        Report By
 OG0571  HISTORY     - 1972     MONUMENTED       NY-029
 OG0571  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 OG0571
 OG0571                          STATION DESCRIPTION
 OG0571
 OG0571'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0571'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 2 MILES WEST OF
 OG0571'THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 2.5 MILES NORTH
 OG0571'OF NY RTE. 324 (SHERIDAN DRIVE) IN THE HARRIS HILL SECTION
 OG0571'
 OG0571'TO REACH FROM GOODRICH RD AND CLARENCE CENTER ROAD IN CLARENCE
 OG0571'CENTER, GO WEST ON CLARENCE CENTER ROAD FOR 1.4 MILES TO
 OG0571'SHIMERVILLE ROAD.  TURN LEFT AND GO SOUTH FOR 0.15 MILES TO
 OG0571'WHERE CLARENCE CENTER ROAD CONTINUES WEST.  TURN RIGHT AND GO
 OG0571'WEST ON CLARENCE CENTER ROAD FOR 0.6 MILES TO STATION ON RIGHT,
 OG0571'BETWEEN AND OPPOSITE HOUSES NOS. 8585 AND 8560.
 OG0571'
 OG0571'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0571'CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0571'CLA-GOR-1 1972.
 OG0571'
 OG0571'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0571'
 OG0571'DISTANCE AND DIRECTION FROM STATION
 OG0571'
 OG0571'RP-1 NORTHWEST CORNER OF HOUSE NO. 8585 125.45 FEET SE
 OG0571'
 OG0571'RP-2 SOUTHWEST CORNER OF HOUSE NO. 8585 147.29 FEET SE
 OG0571'
 OG0571'RP-3 CENTERLINE OF CLARENCE CENTER RD.  14.5 FEET S
 OG0571'
 OG0571'RP-4 NORTHEAST CORNER OF HOUSE NO. 8560 149.50 FEET SW
 OG0571'
 OG0571'RP-5 SOUTHEAST CORNER OF WOOD BARN 77.74 FEET NW
 OG0571'
 OG0571'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN A
 OG0571'CONCRETE CULVERT WALL.  THE DISK IS STAMPED CLA-GOR-1 AZ. A 1972.
 OG0571'
 OG0571'TO REACH FROM CLA-GOR-1, GO 0.15 MILES EAST ON CLARENCE CENTER
 OG0571'ROAD TO STATION ON RIGHT AT CULVERT CROSSING NEAR HOUSE NO. 8635.
 OG0571'
 OG0571'DISTANCE AND DIRECTION FROM STATION
 OG0571'
 OG0571'RP-1 CENTERLINE OF CLARENCE CENTER ROAD 12.0 FEET N
 OG0571'
 OG0571'RP-2 NORTHWEST CORNER OF HOUSE NO. 8635 120.77 FEET SE
 OG0571'
 OG0571'RP-3 NEAR EDGE OF POWER POLE NO. 44 13.53 FEET SW
 OG0571'
 OG0571'RP-4 SOUTHEAST CORNER OF HOUSE NO. 8620 121.27 FEET NW
 OG0571'
 OG0571'RP-5 SOUTHWEST CORNER OF HOUSE NO. 8635 156.70 FEET SE
 OG0571'
 OG0571'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN A
 OG0571'CONCRETE CULVERT WALL.  THE DISK IS STAMPED CLA-GOR-1 AZ. B 1972.
 OG0571'
 OG0571'TO REACH FROM CLA-GOR-1, GO WEST ON CLARENCE CENTER ROAD FOR 0.5
 OG0571'MILES AND STATION ON LEFT AT CULVERT CROSSING NEAR HOUSE NO. 8335.
 OG0571'
 OG0571'DISTANCE AND DIRECTION FROM STATION
 OG0571'
 OG0571'RP-1 NORTHWEST CORNER OF HOUSE NO. 8335 149.87 FEET SE
 OG0571'
 OG0571'RP-2 NEAR EDGE OF POWER POLE NO. NYSEG 25 47.25 FEET SE
 OG0571'
 OG0571'RP-3 CENTERLINE OF CLARENCE CENTER ROAD 15.1 FEET N
 OG0571'
 OG0571'RP-4 NEAR EDGE OF POWER POLE NO. NYSEG 25-1 51.20 FEET NE
 OG0571'
 OG0571'RP-5 SOUTHWEST CORNER OF HOUSE NO. 8350 202.53 FEET NE
 OG0571
 OG0571                          STATION RECOVERY (1991)
 OG0571
 OG0571'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 OG0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1159 ***********************************************************************
 NC1159  DESIGNATION -  CLA GOR 2
 NC1159  PID         -  NC1159
 NC1159  STATE/COUNTY-  NY/ERIE
 NC1159  USGS QUAD   -  ORCHARD PARK (1965)
 NC1159
 NC1159                         *CURRENT SURVEY CONTROL
 NC1159  ___________________________________________________________________
 NC1159* NAD 83(1996)-  42 58 41.72113(N)    078 40 36.89438(W)     ADJUSTED  
 NC1159* NAVD 88     -       207.     (meters)     679.     (feet)  VERTCON   
 NC1159  ___________________________________________________________________
 NC1159  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 NC1159  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 NC1159
 NC1159  HORZ ORDER  -  SECOND
 NC1159
 NC1159.The horizontal coordinates were established by classical geodetic methods
 NC1159.and adjusted by the National Geodetic Survey in January 1999..
 NC1159
 NC1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1159
 NC1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1159
 NC1159.The geoid height was determined by GEOID03.
 NC1159
 NC1159;                    North         East     Units Scale Factor Converg.
 NC1159;SPC NY W     -   330,758.819   342,367.038   MT  0.99993822   -0 03 49.7
 NC1159;SPC NY W     - 1,085,164.56  1,123,249.19   sFT  0.99993822   -0 03 49.7
 NC1159;UTM  17      - 4,761,018.768   689,421.323   MT  1.00004142   +1 35 03.0
 NC1159
 NC1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1159!SPC NY W     -   0.99997306  x   0.99993822  =   0.99991128
 NC1159!UTM  17      -   0.99997306  x   1.00004142  =   1.00001448
 NC1159
 NC1159:                Primary Azimuth Mark                     Grid Az
 NC1159:SPC NY W     -  CLA GOR 2 AZ MK A                        093 41 27.3
 NC1159:UTM  17      -  CLA GOR 2 AZ MK A                        092 02 34.6
 NC1159
 NC1159|---------------------------------------------------------------------|
 NC1159| PID    Reference Object                     Distance      Geod. Az  |
 NC1159|                                                           dddmmss.s |
 NC1159| CZ9205 CLA GOR 2 AZ MK A                                  0933737.6 |
 NC1159|---------------------------------------------------------------------|
 NC1159
 NC1159                          SUPERSEDED SURVEY CONTROL
 NC1159
 NC1159  NAD 83(1986)-  42 58 41.72745(N)    078 40 36.89176(W) AD(       ) 2
 NC1159  NAD 27      -  42 58 41.51712(N)    078 40 37.78542(W) AD(       ) 2
 NC1159  NGVD 29 (07/19/86)  207.     (m)          679.     (f) VERT ANG       
 NC1159
 NC1159.Superseded values are not recommended for survey control.
 NC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1159.See file dsdata.txt to determine how the superseded data were derived.
 NC1159
 NC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8942161019(NAD 83)
 NC1159_MARKER: DD = SURVEY DISK
 NC1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1159
 NC1159  HISTORY     - Date     Condition        Report By
 NC1159  HISTORY     - 1972     MONUMENTED       NY-029
 NC1159
 NC1159                          STATION DESCRIPTION
 NC1159
 NC1159'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1159'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 3.8 MILES NORTHEAST
 NC1159'OF THE VILLAGE OF WILLIAMSVILLE.  IT IS ALSO ABOUT 4.4 MILES
 NC1159'WEST OF THE VILLAGE OF CLARENCE.
 NC1159'
 NC1159'TO REACH FROM THE VILLAGE HALL ON MAIN ST. IN WILLIAMSVILLE,
 NC1159'GO EAST ON MAIN ST. (NY RTE. 5) FOR 3.5 MILES TO HARRIS HILL
 NC1159'ROAD.  TURN LEFT AND GO NORTH ON HARRIS HILL RD. FOR 0.9 MILES
 NC1159'TO SHERIDAN DRIVE (NY RTE. 324) AND STATION AT THE NORTHEAST
 NC1159'CORNER OF THE INTERSECTION.
 NC1159'
 NC1159'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1159'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1159'CLA-GOR-2 1972.
 NC1159'
 NC1159'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1159'
 NC1159'AZIMUTH MARK TO NORTH IS THE CENTER OF THE TOP OF THE SILVER
 NC1159'ELEVATED WATER TANK OF THE NATIONAL GYPSUM CO. ON ROLL RD. NEAR
 NC1159'HARRIS HILL ROAD IN TOWN OF CLARENCE.
 NC1159'
 NC1159'DISTANCE AND DIRECTION FROM STATION
 NC1159'
 NC1159'RP-1 SOUTHWEST CORNER OF VACANT GAS STATION 90.02 FEET NE
 NC1159'
 NC1159'RP-2 NORTHWEST CORNER OF GROCERY STORE 140.86 FEET SE
 NC1159'
 NC1159'RP-3 CENTER OF TOP NUT ON FIRE HYDRANT 81.41 FEET S
 NC1159'
 NC1159'RP-4 CENTER OF ROAD INTERSECTION 47.1 FEET SW
 NC1159'
 NC1159'RP-5 PK NAIL IN POWER POLE NO. NYT 23 61.11 FEET W
 NC1159'
 NC1159'RP-6 PK NAIL IN POWER POLE NO. NYT 23-1/2 74.18 FEET E
 NC1159'
 NC1159'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1159'IN A CONCRETE CULVERT WALL.  THE DISK IS STAMPED CLA-GOR-2
 NC1159'AZ. A 1972.
 NC1159'
 NC1159'TO REACH FROM CLA-GOR-2, GO EAST ON SHERIDAN DRIVE (N.Y. RTE. 324)
 NC1159'FOR 0.2 MILES TO STATION ON RIGHT AT CULVERT CROSSING BETWEEN
 NC1159'HOUSES NOS. 8601 AND 8625.
 NC1159'
 NC1159'DISTANCE AND DIRECTION FROM STATION
 NC1159'
 NC1159'RP-1 CENTERLINE OF DRIVE TO HOUSE NO. 8625 146.2 FEET E
 NC1159'
 NC1159'RP-2 PK NAIL IN TRIPLE-TRUNKED COTTONWOOD TREE 12.38 FEET SE
 NC1159'
 NC1159'RP-3 CENTERLINE OF SHERIDAN DRIVE 26.0 FEET N
 NC1159'
 NC1159'RP-4 CENTERLINE OF DRIVE TO HOUSE NO. 8601 148.0 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0548 ***********************************************************************
 OG0548  DESIGNATION -  CLA GRI 1
 OG0548  PID         -  OG0548
 OG0548  STATE/COUNTY-  NY/ERIE
 OG0548  USGS QUAD   -  
 OG0548
 OG0548                         *CURRENT SURVEY CONTROL
 OG0548  ___________________________________________________________________
 OG0548* NAD 83(1996)-  43 03 54.51966(N)    078 41 48.61118(W)     ADJUSTED  
 OG0548* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 OG0548  ___________________________________________________________________
 OG0548  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OG0548  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OG0548
 OG0548  HORZ ORDER  -  SECOND
 OG0548
 OG0548.The horizontal coordinates were established by classical geodetic methods
 OG0548.and adjusted by the National Geodetic Survey in January 1999..
 OG0548
 OG0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0548
 OG0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0548
 OG0548.The geoid height was determined by GEOID03.
 OG0548
 OG0548;                    North         East     Units Scale Factor Converg.
 OG0548;SPC NY W     -   340,412.935   340,755.208   MT  0.99993855   -0 04 39.0
 OG0548;SPC NY W     - 1,116,838.10  1,117,961.04   sFT  0.99993855   -0 04 39.0
 OG0548;UTM  17      - 4,770,623.441   687,532.113   MT  1.00003265   +1 34 23.3
 OG0548
 OG0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0548!SPC NY W     -   0.99999333  x   0.99993855  =   0.99993188
 OG0548!UTM  17      -   0.99999333  x   1.00003265  =   1.00002598
 OG0548
 OG0548:                Primary Azimuth Mark                     Grid Az
 OG0548:SPC NY W     -  CLA GRI 1 AZ MK B                        181 01 09.1
 OG0548:UTM  17      -  CLA GRI 1 AZ MK B                        179 22 06.8
 OG0548
 OG0548|---------------------------------------------------------------------|
 OG0548| PID    Reference Object                     Distance      Geod. Az  |
 OG0548|                                                           dddmmss.s |
 OG0548| CZ9207 CLA GRI 1 AZ MK B                                  1805630.1 |
 OG0548| CZ9206 CLA GRI 1 AZ MK A                                  3583420.5 |
 OG0548|---------------------------------------------------------------------|
 OG0548
 OG0548                          SUPERSEDED SURVEY CONTROL
 OG0548
 OG0548  NAD 83(1986)-  43 03 54.52601(N)    078 41 48.60891(W) AD(       ) 2
 OG0548  NAD 27      -  43 03 54.31788(N)    078 41 49.49663(W) AD(       ) 2
 OG0548  NGVD 29 (07/19/86)   78.     (m)          256.     (f) VERT ANG       
 OG0548
 OG0548.Superseded values are not recommended for survey control.
 OG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0548.See file dsdata.txt to determine how the superseded data were derived.
 OG0548
 OG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8753270623(NAD 83)
 OG0548_MARKER: DD = SURVEY DISK
 OG0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0548
 OG0548  HISTORY     - Date     Condition        Report By
 OG0548  HISTORY     - 1972     MONUMENTED       NY-029
 OG0548  HISTORY     - 19910615 GOOD             USPSQD
 OG0548
 OG0548                          STATION DESCRIPTION
 OG0548
 OG0548'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0548'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 2 MILES NORTH OF
 OG0548'SWORMVILLE ON TRANSIT RD.  IT IS ALSO 1.4 MILES SOUTH ON TRANSIT
 OG0548'ROAD FROM ITS CROSSING OF TONAWANDA CREEK.
 OG0548'
 OG0548'TO REACH FROM N.Y. RTE. 78 (TRANSIT ROAD) AND SMITH ROAD IN
 OG0548'SWORMVILLE, GO NORTH ON TRANSIT ROAD FOR 1.85 MILES TO STATION
 OG0548'ON RIGHT AT HOUSE NO. 7911.
 OG0548'
 OG0548'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 OG0548'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0548'CLA-GRI-1 1972.
 OG0548'
 OG0548'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0548'
 OG0548'DISTANCE AND DIRECTION FROM STATION
 OG0548'
 OG0548'RP-1 CENTERLINE OF TRANSIT ROAD 21.0 FEET W
 OG0548'
 OG0548'RP-2 PK NAIL IN TELEPHONE POLE NO. 563-1 6.68 FEET SE
 OG0548'
 OG0548'RP-3 NORTHWEST CORNER OF HOUSE NO. 7911 80.10 FEET SE
 OG0548'
 OG0548'RP-4 SOUTHWEST CORNER OF HOUSE NO. 7911 91.58 FEET SE
 OG0548'
 OG0548'RP-5 CENTER OF TOP NUT OF FIRE HYDRANT 144.23 FEET SW
 OG0548'
 OG0548'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0548'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0548'CLA-GRI-1 AZ. A 1972.
 OG0548'
 OG0548'TO REACH FROM CLA-GRI-1, GO NORTH ON TRANSIT ROAD (N.Y. RTE. 78)
 OG0548'FOR 0.25 MILES TO STATION ON LEFT AT HOUSE NO. 11010.
 OG0548'
 OG0548'DISTANCE AND DIRECTION FROM STATION
 OG0548'
 OG0548'RP-1 CENTERLINE OF TRANSIT ROAD 21.3 FEET E
 OG0548'
 OG0548'RP-2 SOUTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 11010 102.80
 OG0548'FEET NW
 OG0548'
 OG0548'RP-3 NORTHEAST CORNER OF FOUNDATION FOR HOUSE NO. 11010 114.00
 OG0548'FEET NW
 OG0548'
 OG0548'RP-4 NEAR EDGE OF POWER POLE NO. 597 26.80 FEET N
 OG0548'
 OG0548'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0548'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0548'CLA-GRI-1 AZ. B 1972.
 OG0548'
 OG0548'TO REACH FROM CLA-GRI-1, GO SOUTH ON TRANSIT ROAD FOR 0.5 MILES
 OG0548'TO WOLCOTT ROAD AND STATION ON RIGHT AT WEST SIDE OF TRANSIT
 OG0548'ROAD ON THE EXTENDED CENTERLINE OF WOLCOTT ROAD.
 OG0548'
 OG0548'DISTANCE AND DIRECTION FROM STATION
 OG0548'
 OG0548'RP-1 CENTERLINE OF TRANSIT ROAD 21.9 FEET E
 OG0548'
 OG0548'RP-2 NEAR EDGE OF POWER POLE NO. W/567 23.10 FEET SW
 OG0548'
 OG0548'RP-3 SOUTHEAST CORNER OF HOUSE NO. 10620 53.42 FEET W
 OG0548'
 OG0548'RP-4 NORTHEAST CORNER OF NORTHWING OF HOUSE NO. 10620 81.30
 OG0548'FEET NW
 OG0548
 OG0548                          STATION RECOVERY (1991)
 OG0548
 OG0548'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1076 ***********************************************************************
 NC1076  DESIGNATION -  CLA IRO 1
 NC1076  PID         -  NC1076
 NC1076  STATE/COUNTY-  NY/ERIE
 NC1076  USGS QUAD   -  EAST AURORA (1965)
 NC1076
 NC1076                         *CURRENT SURVEY CONTROL
 NC1076  ___________________________________________________________________
 NC1076* NAD 83(1996)-  42 59 42.64300(N)    078 36 26.88191(W)     ADJUSTED  
 NC1076* NAVD 88     -       205.     (meters)     673.     (feet)  VERTCON   
 NC1076  ___________________________________________________________________
 NC1076  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 NC1076  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 NC1076
 NC1076  HORZ ORDER  -  SECOND
 NC1076
 NC1076.The horizontal coordinates were established by classical geodetic methods
 NC1076.and adjusted by the National Geodetic Survey in January 1999..
 NC1076
 NC1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1076
 NC1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1076
 NC1076.The geoid height was determined by GEOID03.
 NC1076
 NC1076;                    North         East     Units Scale Factor Converg.
 NC1076;SPC NY W     -   332,634.724   348,032.071   MT  0.99993755   -0 00 59.2
 NC1076;SPC NY W     - 1,091,319.09  1,141,835.22   sFT  0.99993755   -0 00 59.2
 NC1076;UTM  17      - 4,763,057.080   695,030.710   MT  1.00006795   +1 37 55.4
 NC1076
 NC1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1076!SPC NY W     -   0.99997337  x   0.99993755  =   0.99991092
 NC1076!UTM  17      -   0.99997337  x   1.00006795  =   1.00004132
 NC1076
 NC1076:                Primary Azimuth Mark                     Grid Az
 NC1076:SPC NY W     -  CLA IRO 1 AZ MK A                        002 25 08.2
 NC1076:UTM  17      -  CLA IRO 1 AZ MK A                        000 46 13.6
 NC1076
 NC1076|---------------------------------------------------------------------|
 NC1076| PID    Reference Object                     Distance      Geod. Az  |
 NC1076|                                                           dddmmss.s |
 NC1076| CZ9208 CLA IRO 1 AZ MK A                                  0022409.0 |
 NC1076| CZ9209 CLA IRO 1 AZ MK B                                  1785442.3 |
 NC1076|---------------------------------------------------------------------|
 NC1076
 NC1076                          SUPERSEDED SURVEY CONTROL
 NC1076
 NC1076  NAD 83(1986)-  42 59 42.64948(N)    078 36 26.87932(W) AD(       ) 2
 NC1076  NAD 27      -  42 59 42.43824(N)    078 36 27.78111(W) AD(       ) 2
 NC1076  NGVD 29 (07/19/86)  205.     (m)          673.     (f) VERT ANG       
 NC1076
 NC1076.Superseded values are not recommended for survey control.
 NC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1076.See file dsdata.txt to determine how the superseded data were derived.
 NC1076
 NC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9503163057(NAD 83)
 NC1076_MARKER: DD = SURVEY DISK
 NC1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1076
 NC1076  HISTORY     - Date     Condition        Report By
 NC1076  HISTORY     - 1972     MONUMENTED       NY-029
 NC1076  HISTORY     - 19910902 GOOD             USPSQD
 NC1076
 NC1076                          STATION DESCRIPTION
 NC1076
 NC1076'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1076'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 1.5 MILES NORTHWEST
 NC1076'OF THE COMMUNITY OF CLARENCE.  IT IS ALSO 1.9 MILES SOUTHEAST OF
 NC1076'THE COMMUNITY OF CLARENCE CENTER.
 NC1076'
 NC1076'TO REACH FROM N.Y. RTE. 5 (MAIN ST.) AND RANSOM ROAD IN
 NC1076'CLARENCE, GO WEST ON RTE. 5 FOR 0.8 MILES TO STRICKLER RD.  TURN
 NC1076'RIGHT AND GO NORTH ON STRICKLER RD. FOR 1.2 MILES TO STATION ON
 NC1076'LEFT.
 NC1076'
 NC1076'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1076'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1076'CLA-IRO-1 1972.
 NC1076'
 NC1076'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1076'
 NC1076'DISTANCE AND DIRECTION FROM STATION
 NC1076'
 NC1076'RP-1 CHISELED CROSS ON SIDE OF CONCRETE GUARD POST 198.36 FEET N
 NC1076'
 NC1076'RP-2 CHISELED CROSS ON SIDE OF CONCRETE GUARD POST 189.01 FEET NE
 NC1076'
 NC1076'RP-3 RR SPIKE IN CENTERLINE OF STRICKLER RD.  29.98 FEET E
 NC1076'
 NC1076'RP-4 PK NAIL IN CORNER FENCE POST 5.37 FEET W
 NC1076'
 NC1076'RP-5 NEAR EDGE OF METAL WITNESS POST 4.0 FEET N
 NC1076'
 NC1076'RP-6 CENTERLINE OF GREINER RD.  (0.49 MILE, APP) S
 NC1076'
 NC1076'AZIMUTH IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND CONCRETE
 NC1076'POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED CLA-IRO-1 AZ. A
 NC1076'1972.
 NC1076'
 NC1076'TO REACH FROM CLA-IRO-1, GO NORTH ON STRICKLER ROAD FOR 0.25
 NC1076'MILE TO STATION ON RIGHT AT HOUSE NO. 5605
 NC1076'
 NC1076'DISTANCE AND DIRECTION FROM STATION
 NC1076'
 NC1076'RP-1 NORTHWEST CORNER OF HOUSE NO. 5605 112.76 FEET NE
 NC1076'
 NC1076'RP-2 SOUTHWEST CORNER OF GARAGE TO HOUSE NO. 5605 78.31 FEET E
 NC1076'
 NC1076'RP-3 NEAR EDGE OF POWER POLE U/41 10.35 FEET E
 NC1076'
 NC1076'RP-4 CEENTERLINE OF STRICKLER RD.  26.8 FEET W
 NC1076'
 NC1076'RP-5 CENTERLINE OF DRIVE TO HOUSE NO. 5605 32.0 FEET N
 NC1076'
 NC1076'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1076'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1076'CLA-IRO-1 AZ. B 1972.
 NC1076'
 NC1076'TO REACH FROM CLA-IRO-1, GO SOUTH ON STRICKLER ROAD FOR 0.45
 NC1076'MILES TO GREINER ROAD AND STATION AT NORTHEAST CORNER OF
 NC1076'INTERSECTION.
 NC1076'
 NC1076'DISTANCE AND DIRECTION FROM STATION
 NC1076'
 NC1076'RP-1 SOUTHWEST CORNER OF HOUSE NO. 5255 101.45 FEET NE
 NC1076'
 NC1076'RP-2 SOUTHWEST CORNER OF GARAGE TO HOUSE NO. 5255 86.17 FEET NE
 NC1076'
 NC1076'RP-3 NEAR EDGE OF POWER POLE W/27 2.21 FEET E
 NC1076'
 NC1076'RP-4 CENTER OF TOP NUT OF FIRE HYDRANT 63.69 FEET S
 NC1076'
 NC1076'RP-5 CENTERLINE OF STRICKLER RD.  23.1 FEET W
 NC1076'
 NC1076'RP-6 CENTERLINE OF GREINER RD.  30.0 FEET S
 NC1076
 NC1076                          STATION RECOVERY (1991)
 NC1076
 NC1076'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 NC1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1174 ***********************************************************************
 NC1174  DESIGNATION -  CLA IRO 2
 NC1174  PID         -  NC1174
 NC1174  STATE/COUNTY-  NY/ERIE
 NC1174  USGS QUAD   -  ORCHARD PARK (1965)
 NC1174
 NC1174                         *CURRENT SURVEY CONTROL
 NC1174  ___________________________________________________________________
 NC1174* NAD 83(1996)-  42 59 18.76300(N)    078 38 50.17371(W)     ADJUSTED  
 NC1174* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 NC1174  ___________________________________________________________________
 NC1174  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NC1174  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 NC1174
 NC1174  HORZ ORDER  -  SECOND
 NC1174
 NC1174.The horizontal coordinates were established by classical geodetic methods
 NC1174.and adjusted by the National Geodetic Survey in January 1999..
 NC1174
 NC1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1174
 NC1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1174
 NC1174.The geoid height was determined by GEOID03.
 NC1174
 NC1174;                    North         East     Units Scale Factor Converg.
 NC1174;SPC NY W     -   331,899.557   344,785.861   MT  0.99993783   -0 02 36.9
 NC1174;SPC NY W     - 1,088,907.13  1,131,184.95   sFT  0.99993783   -0 02 36.9
 NC1174;UTM  17      - 4,762,228.734   691,806.596   MT  1.00005261   +1 36 16.9
 NC1174
 NC1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1174!SPC NY W     -   0.99997416  x   0.99993783  =   0.99991199
 NC1174!UTM  17      -   0.99997416  x   1.00005261  =   1.00002677
 NC1174
 NC1174:                Primary Azimuth Mark                     Grid Az
 NC1174:SPC NY W     -  CLA IRO 2 AZ MK A                        179 53 05.8
 NC1174:UTM  17      -  CLA IRO 2 AZ MK A                        178 14 12.0
 NC1174
 NC1174|---------------------------------------------------------------------|
 NC1174| PID    Reference Object                     Distance      Geod. Az  |
 NC1174|                                                           dddmmss.s |
 NC1174| CZ9210 CLA IRO 2 AZ MK A                                  1795028.9 |
 NC1174|---------------------------------------------------------------------|
 NC1174
 NC1174                          SUPERSEDED SURVEY CONTROL
 NC1174
 NC1174  NAD 83(1986)-  42 59 18.76938(N)    078 38 50.17110(W) AD(       ) 2
 NC1174  NAD 27      -  42 59 18.55873(N)    078 38 51.06829(W) AD(       ) 2
 NC1174  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 NC1174
 NC1174.Superseded values are not recommended for survey control.
 NC1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1174.See file dsdata.txt to determine how the superseded data were derived.
 NC1174
 NC1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9180762229(NAD 83)
 NC1174_MARKER: DD = SURVEY DISK
 NC1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1174
 NC1174  HISTORY     - Date     Condition        Report By
 NC1174  HISTORY     - 1972     MONUMENTED       NY-029
 NC1174  HISTORY     - 19910615 GOOD             USPSQD
 NC1174
 NC1174                          STATION DESCRIPTION
 NC1174
 NC1174'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1174'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 1.5 MILES SOUTH
 NC1174'OF THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 3 MILES WEST
 NC1174'OF THE COMMUNITY OF CLARENCE AND 2 MILES NORTHEAST OF HARRIS HILL.
 NC1174'
 NC1174'TO REACH FROM GOODRICH ROAD AND CLARENCE CENTER ROAD IN CLARENCE
 NC1174'CENTER GO SOUTH ON GOODRICH ROAD FOR 1.6 MILES TO GREINER
 NC1174'ROAD.  TURN RIGHT AND GO WEST ON GREINER RD. FOR 0.5 MILES
 NC1174'TO THOMPSON ROAD AND STATION AT SOUTHWEST CORNER OF INTERSECTION.
 NC1174'
 NC1174'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 NC1174'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1174'CLA-IRO-2 1972.
 NC1174'
 NC1174'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1174'
 NC1174'AZIMUTH MARK TO EAST IS A STANDARD U.S.E.D. DISK STAMPED K-42
 NC1174'1942 (DIFFICULT TO READ) AND SET IN A CONCRETE POST FLUSH
 NC1174'IN THE GROUND.  IT IS 23.7 FEET NORTH OF THE CENTERLINE OF GREINER
 NC1174'RD, 23.0 FEET WEST OF THE CENTERLINE OF OLD GOODRICH RD, 53.94
 NC1174'FEET SOUTHEAST OF THE SOUTH EAST CORNER OF A MOBIL GAS
 NC1174'STATION.  IT IS 86.10 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 NC1174'THE GAS STATION AND 132.21 FEET SOUTHWEST OF THE CENTER OF A
 NC1174'FIRE HYDRANT ON THE EAST SIDE OF OLD GOODRICH ROAD
 NC1174'
 NC1174'TO REACH FROM CLA-IRO-2, GO EAST ON GREINER ROAD FOR 0.25
 NC1174'MILES TO STATION ON LEFT AT MOBIL STATION.
 NC1174'
 NC1174'DISTANCE AND DIRECTION FROM STATION
 NC1174'
 NC1174'RP-1 SOUTHWEST CORNER OF HOUSE NO. 5254 144.26 FEET NW
 NC1174'
 NC1174'RP-2 SOUTHEAST CORNER OF HOUSE NO. 5254 127.91 FEET N
 NC1174'
 NC1174'RP-3 CENTER OF TOP NUT ON FIRE HYDRANT 50.29 FEET N
 NC1174'
 NC1174'RP-4 PK NAIL IN POWER POLE NO. NYSGE 145 78.59 FEET NE
 NC1174'
 NC1174'RP-5 CENTERLINE OF GREINER RD.  26.4 FEET N
 NC1174'
 NC1174'RP-6 CENTERLINE OF THOMPSON RD.  36.4 FEET E
 NC1174'
 NC1174'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1174'CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1174'CLA-IRO-2 AZ. A 1972.
 NC1174'
 NC1174'TO REACH FROM CLA-IRO-2, GO SOUTH ON THOMPSON ROAD FOR 0.3 MILES
 NC1174'TO STATION ON RIGHT ABOUT 210 FEET BEFORE VALLEY STREAM ROAD
 NC1174'
 NC1174'DISTANCE AND DIRECTION FROM STATION
 NC1174'
 NC1174'RP-1 PK NAIL IN POWER POLE NO. NYSGE T-137 16.48 FEET W
 NC1174'
 NC1174'RP-2 CENTER OF TOP NUT ON FIRE HYDRANT 201.15 FEET N
 NC1174'
 NC1174'RP-3 CENTERLINE OF THOMPSON ROAD 19.5 FEET E
 NC1174'
 NC1174'RP-4 CENTER OF TOP NUT ON FIRE HYDRANT 313.31 FEET S
 NC1174
 NC1174                          STATION RECOVERY (1991)
 NC1174
 NC1174'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 NC1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0561 ***********************************************************************
 OG0561  DESIGNATION -  CLA IRO 3 1972
 OG0561  PID         -  OG0561
 OG0561  STATE/COUNTY-  NY/ERIE
 OG0561  USGS QUAD   -  
 OG0561
 OG0561                         *CURRENT SURVEY CONTROL
 OG0561  ___________________________________________________________________
 OG0561* NAD 83(1996)-  43 00 02.16473(N)    078 38 13.83536(W)     ADJUSTED  
 OG0561* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 OG0561  ___________________________________________________________________
 OG0561  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 OG0561  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OG0561
 OG0561  HORZ ORDER  -  SECOND
 OG0561
 OG0561.The horizontal coordinates were established by classical geodetic methods
 OG0561.and adjusted by the National Geodetic Survey in January 1999..
 OG0561
 OG0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0561
 OG0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0561
 OG0561.The geoid height was determined by GEOID03.
 OG0561
 OG0561;                    North         East     Units Scale Factor Converg.
 OG0561;SPC NY W     -   333,238.234   345,609.894   MT  0.99993774   -0 02 12.2
 OG0561;SPC NY W     - 1,093,299.11  1,133,888.46   sFT  0.99993774   -0 02 12.2
 OG0561;UTM  17      - 4,763,590.721   692,591.870   MT  1.00005632   +1 36 43.0
 OG0561
 OG0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0561!SPC NY W     -   0.99997416  x   0.99993774  =   0.99991190
 OG0561!UTM  17      -   0.99997416  x   1.00005632  =   1.00003048
 OG0561
 OG0561:                Primary Azimuth Mark                     Grid Az
 OG0561:SPC NY W     -  CLARENCE CHURCH OF CHRIST SP             201 01 48.5
 OG0561:UTM  17      -  CLARENCE CHURCH OF CHRIST SP             199 22 53.3
 OG0561
 OG0561|---------------------------------------------------------------------|
 OG0561| PID    Reference Object                     Distance      Geod. Az  |
 OG0561|                                                           dddmmss.s |
 OG0561| NC1173 CLARENCE CHURCH OF CHRIST SP        APPROX. 1.0 KM 2005936.3 |
 OG0561| OG0570 CLARENCE NATIONAL GYPSUM TANK       APPROX. 2.8 KM 2724442.5 |
 OG0561|---------------------------------------------------------------------|
 OG0561
 OG0561                          SUPERSEDED SURVEY CONTROL
 OG0561
 OG0561  NAD 83(1986)-  43 00 02.17116(N)    078 38 13.83281(W) AD(       ) 2
 OG0561  NAD 27      -  43 00 01.96059(N)    078 38 14.73083(W) AD(       ) 2
 OG0561  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 OG0561
 OG0561.Superseded values are not recommended for survey control.
 OG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0561.See file dsdata.txt to determine how the superseded data were derived.
 OG0561
 OG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9259263591(NAD 83)
 OG0561_MARKER: DD = SURVEY DISK
 OG0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0561+STABILITY: SURFACE MOTION
 OG0561
 OG0561  HISTORY     - Date     Condition        Report By
 OG0561  HISTORY     - 1972     MONUMENTED       NY-029
 OG0561  HISTORY     - 19910615 GOOD             USPSQD
 OG0561  HISTORY     - 20010331 GOOD             NGS
 OG0561
 OG0561                          STATION DESCRIPTION
 OG0561
 OG0561'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0561'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 0.7 MILES SOUTH OF
 OG0561'THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 2.7 MILES NORTHWEST
 OG0561'OF THE COMMUNITY OF CLARENCE.
 OG0561'
 OG0561'TO REACH FROM GOODRICH ROAD AND CLARENCE CENTER ROAD IN CLARENCE
 OG0561'CENTER, GO 0.7 MILES SOUTH ON GOODRICH ROAD TO STATION ON LEFT
 OG0561'AT THE END OF THE CLARENCE CENTER CEMETERY.
 OG0561'
 OG0561'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0561'CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0561'CLA-IRO-3 1972.
 OG0561'
 OG0561'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0561'
 OG0561'AZIMUTH MARK TO SW IS THE CENTERLINE OF THE THIN WHITE SPIRE
 OG0561'ATOP THE CLARENCE CHURCH OF CHRIST AT 5375 OLD GOODRICH ROAD,
 OG0561'CLARENCE N.Y.
 OG0561'
 OG0561'AZIMUTH MARK TO WEST IS THE CENTER OF THE TOP OF THE SILVER
 OG0561'ELEVATED WATER TANK OF THE NATIONAL GYPSUM CO. ON ROLL ROAD NEAR
 OG0561'HARRIS HILL ROAD IN CLARENCE N.Y.
 OG0561'
 OG0561'DISTANCE AND DIRECTION FROM STATION
 OG0561'
 OG0561'RP-1 SOUTHWEST CORNER OF THE CEMETERY MONUMENT FOR THE
 OG0561'ESCHELMAN FAMILY 72.98 FEET N
 OG0561'
 OG0561'RP-2 NORTHEAST CORNER OF CONCRETE RETAINING WALL 112.65 FEET E
 OG0561'
 OG0561'RP-3 NEAR EDGE OF NORTHWEST LEG OF OIL TANK 47.68 FEET SE
 OG0561'
 OG0561'RP-4 CENTERLINE OF DRIVE TO TOWN OF CLARENCE WATER DEPT. YARD 115.3
 OG0561'FEET S
 OG0561'
 OG0561'RP-5 RR SPIKE IN CENTERLINE OF GOODRICH RD 17.26 FEET W
 OG0561'
 OG0561'RP-6 PK NAIL IN 24 IN DIA MAPLE 13.91 FEET W
 OG0561
 OG0561                          STATION RECOVERY (1991)
 OG0561
 OG0561'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 OG0561'RECOVERED IN GOOD CONDITION.
 OG0561
 OG0561                          STATION RECOVERY (2001)
 OG0561
 OG0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0560 ***********************************************************************
 OG0560  DESIGNATION -  CLA NOW 1
 OG0560  PID         -  OG0560
 OG0560  STATE/COUNTY-  NY/ERIE
 OG0560  USGS QUAD   -  
 OG0560
 OG0560                         *CURRENT SURVEY CONTROL
 OG0560  ___________________________________________________________________
 OG0560* NAD 83(1996)-  43 02 48.55484(N)    078 38 12.39471(W)     ADJUSTED  
 OG0560* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 OG0560  ___________________________________________________________________
 OG0560  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OG0560  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OG0560
 OG0560  HORZ ORDER  -  SECOND
 OG0560
 OG0560.The horizontal coordinates were established by classical geodetic methods
 OG0560.and adjusted by the National Geodetic Survey in January 1999..
 OG0560
 OG0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0560
 OG0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0560
 OG0560.The geoid height was determined by GEOID03.
 OG0560
 OG0560;                    North         East     Units Scale Factor Converg.
 OG0560;SPC NY W     -   338,372.561   345,645.791   MT  0.99993773   -0 02 11.3
 OG0560;SPC NY W     - 1,110,143.98  1,134,006.23   sFT  0.99993773   -0 02 11.3
 OG0560;UTM  17      - 4,768,724.562   692,479.955   MT  1.00005579   +1 36 49.0
 OG0560
 OG0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0560!SPC NY W     -   0.99997716  x   0.99993773  =   0.99991489
 OG0560!UTM  17      -   0.99997716  x   1.00005579  =   1.00003295
 OG0560
 OG0560:                Primary Azimuth Mark                     Grid Az
 OG0560:SPC NY W     -  CLA NOW 1 AZ MK B                        182 04 40.0
 OG0560:UTM  17      -  CLA NOW 1 AZ MK B                        180 25 39.7
 OG0560
 OG0560|---------------------------------------------------------------------|
 OG0560| PID    Reference Object                     Distance      Geod. Az  |
 OG0560|                                                           dddmmss.s |
 OG0560| CZ9212 CLA NOW 1 AZ MK B                                  1820228.7 |
 OG0560| CZ9211 CLA NOW 1 AZ MK A                                  3583703.6 |
 OG0560|---------------------------------------------------------------------|
 OG0560
 OG0560                          SUPERSEDED SURVEY CONTROL
 OG0560
 OG0560  NAD 83(1986)-  43 02 48.56127(N)    078 38 12.39236(W) AD(       ) 2
 OG0560  NAD 27      -  43 02 48.35173(N)    078 38 13.28845(W) AD(       ) 2
 OG0560  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 OG0560
 OG0560.Superseded values are not recommended for survey control.
 OG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0560.See file dsdata.txt to determine how the superseded data were derived.
 OG0560
 OG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9248068725(NAD 83)
 OG0560_MARKER: DD = SURVEY DISK
 OG0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0560
 OG0560  HISTORY     - Date     Condition        Report By
 OG0560  HISTORY     - 1972     MONUMENTED       NY-029
 OG0560  HISTORY     - 19910615 GOOD             USPSQD
 OG0560  HISTORY     - 19970510 GOOD             USPSQD
 OG0560  HISTORY     - 20010331 GOOD             NGS
 OG0560
 OG0560                          STATION DESCRIPTION
 OG0560
 OG0560'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0560'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 2.5 MILES NORTH OF
 OG0560'THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 0.8 MILES SOUTH
 OG0560'OF WOLCOTTSBURG.
 OG0560'
 OG0560'TO REACH FROM GOODRICH ROAD AND CLARENCE CENTER ROAD IN
 OG0560'CLARENCE CENTER, GO NORTH ON GOODRICH ROAD FOR 2.5 MILES TO
 OG0560'STATION ON RIGHT 0.3 MILES PAST LAPP ROAD.
 OG0560'
 OG0560'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0560'CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0560'CLA-NOW-1 1972.
 OG0560'
 OG0560'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0560'
 OG0560'DISTANCE AND DIRECTION FROM STATION
 OG0560'
 OG0560'RP-1 NEAR EDGE OF METAL WITNESS POST 3.0 FEET E
 OG0560'
 OG0560'RP-2 NEAR EDGE OF 3 INCH DIA. GASOLINE PIPELINE MARKER 109.12
 OG0560'FEET S
 OG0560'
 OG0560'RP-3 NEAR EDGE OF 3 INCH DIS. GASOLINE PIPELINE MARKER
 OG0560'120.21 FEET SW
 OG0560'
 OG0560'RP-4 RR SPIKE IN CENTERLINE OF GOODRICH RD.  21.97 FEET W
 OG0560'
 OG0560'RP-5 PK NAIL IN POWER POLE NO. 95 50.32 FEET W
 OG0560'
 OG0560'RP-6 EXTENDED LINE OF NORTH EDGE OF BARN 478.6 FEET N
 OG0560'
 OG0560'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0560'CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0560'CLA-NOW-1 AZ. A 1972.
 OG0560'
 OG0560'TO REACH FROM CLA-NOW-1, GO NORTH ON GOODRICH ROAD FOR 0.3 MILES
 OG0560'TO STATION ON THE LEFT AT HOUSE NO. 7450
 OG0560'
 OG0560'DISTANCE AND DIRECTION FROM STATION
 OG0560'
 OG0560'RP-1 NEAR EDGE OF POWER POLE NYSEG 329 13.39 FEET W
 OG0560'
 OG0560'RP-2 SOUTHEAST CORNER OF GARAGE TO HOUSE NO. 7450 84.54 FEET W
 OG0560'
 OG0560'RP-3 SOUTHEAST CORNER OF HOUSE NO. 7450 77.65 FEET NW
 OG0560'
 OG0560'RP-4 CENTERLINE OF GOODRICH RD.  15.3 FEET E
 OG0560'
 OG0560'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0560'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0560'CLA-NOW-1 AZ. B 1972.
 OG0560'
 OG0560'TO REACH FROM CLA-NOW-1, GO SOUTH ON GOODRICH RD. FOR 0.3 MILES
 OG0560'TO LAPP ROAD AND STATION AT THE SOUTHWEST CORNER OF THE
 OG0560'INTERSECTION.
 OG0560'
 OG0560'DISTANCE AND DIRECTION FROM STATION
 OG0560'
 OG0560'RP-1 CENTERLINE OF LAPP ROAD 20.1 FEET N
 OG0560'
 OG0560'RP-2 NORTHWEST CORNER OF CONCRETE CULVERT WALL 13.28 FEET SE
 OG0560'
 OG0560'RP-3 SOUTHWEST CORNER OF CONCRETE CULVERT WALL 18.62 FEET SE
 OG0560'
 OG0560'RP-4 NEAR EDGE OF POWER POLE NO. V/NYSEG 329/89 5.22 FEET SW
 OG0560
 OG0560                          STATION RECOVERY (1991)
 OG0560
 OG0560'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0560'RECOVERED IN GOOD CONDITION.
 OG0560
 OG0560                          STATION RECOVERY (1997)
 OG0560
 OG0560'RECOVERY NOTE BY US POWER SQUADRON 1997
 OG0560'RECOVERED IN GOOD CONDITION.
 OG0560
 OG0560                          STATION RECOVERY (2001)
 OG0560
 OG0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0562 ***********************************************************************
 OG0562  DESIGNATION -  CLA NOW 2
 OG0562  PID         -  OG0562
 OG0562  STATE/COUNTY-  NY/ERIE
 OG0562  USGS QUAD   -  
 OG0562
 OG0562                         *CURRENT SURVEY CONTROL
 OG0562  ___________________________________________________________________
 OG0562* NAD 83(1996)-  43 01 12.53140(N)    078 38 13.67074(W)     ADJUSTED  
 OG0562* NAVD 88     -       194.     (meters)     636.     (feet)  VERTCON   
 OG0562  ___________________________________________________________________
 OG0562  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 OG0562  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OG0562
 OG0562  HORZ ORDER  -  SECOND
 OG0562
 OG0562.The horizontal coordinates were established by classical geodetic methods
 OG0562.and adjusted by the National Geodetic Survey in January 1999..
 OG0562
 OG0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0562
 OG0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0562
 OG0562.The geoid height was determined by GEOID03.
 OG0562
 OG0562;                    North         East     Units Scale Factor Converg.
 OG0562;SPC NY W     -   335,409.551   345,615.013   MT  0.99993774   -0 02 12.1
 OG0562;SPC NY W     - 1,100,422.84  1,133,905.26   sFT  0.99993774   -0 02 12.1
 OG0562;UTM  17      - 4,765,761.544   692,534.498   MT  1.00005605   +1 36 45.3
 OG0562
 OG0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0562!SPC NY W     -   0.99997511  x   0.99993774  =   0.99991285
 OG0562!UTM  17      -   0.99997511  x   1.00005605  =   1.00003116
 OG0562
 OG0562:                Primary Azimuth Mark                     Grid Az
 OG0562:SPC NY W     -  CLA NOW 2 AZ MK A                        001 25 15.7
 OG0562:UTM  17      -  CLA NOW 2 AZ MK A                        359 46 18.3
 OG0562
 OG0562|---------------------------------------------------------------------|
 OG0562| PID    Reference Object                     Distance      Geod. Az  |
 OG0562|                                                           dddmmss.s |
 OG0562| CZ9213 CLA NOW 2 AZ MK A                                  0012303.6 |
 OG0562| CZ9214 CLA NOW 2 AZ MK B                                  1792601.7 |
 OG0562|---------------------------------------------------------------------|
 OG0562
 OG0562                          SUPERSEDED SURVEY CONTROL
 OG0562
 OG0562  NAD 83(1986)-  43 01 12.53783(N)    078 38 13.66827(W) AD(       ) 2
 OG0562  NAD 27      -  43 01 12.32759(N)    078 38 14.56532(W) AD(       ) 2
 OG0562  NGVD 29 (07/19/86)  194.     (m)          636.     (f) VERT ANG       
 OG0562
 OG0562.Superseded values are not recommended for survey control.
 OG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0562.See file dsdata.txt to determine how the superseded data were derived.
 OG0562
 OG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9253465762(NAD 83)
 OG0562_MARKER: DD = SURVEY DISK
 OG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0562
 OG0562  HISTORY     - Date     Condition        Report By
 OG0562  HISTORY     - 1972     MONUMENTED       NY-029
 OG0562  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 OG0562
 OG0562                          STATION DESCRIPTION
 OG0562
 OG0562'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0562'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 0.7 MILES NORTH
 OG0562'OF THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 2.7 MILES SOUTH
 OG0562'OF WOLCOTTSBURG.
 OG0562'
 OG0562'TO REACH FROM GOODRICH RD. AND CLARENCE CENTER ROAD IN CLARENCE
 OG0562'CENTER, GO 0.7 MILES NORTH ON GOODRICH RD TO STATION ON LEFT
 OG0562'AT DRIVE TO HOUSE NO. 6340
 OG0562'
 OG0562'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0562'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0562'CLA-NOW-2 1972.
 OG0562'
 OG0562'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0562'
 OG0562'DISTANCE AND DIRECTION FROM STATION
 OG0562'
 OG0562'RP-1 CENTERLINE OF GOODRICH ROAD 19.8 FEET E
 OG0562'
 OG0562'RP-2 NORTHEAST CORNER OF FOUNDATION TO HOUSE NO. 6340 69.00
 OG0562'FEET SW
 OG0562'
 OG0562'RP-3 NORTHEAST CORNER OF FOUNDATION OF GARAGE TO HOUSE NO. 6340
 OG0562'82.61 FEET SW
 OG0562'
 OG0562'RP-4 SOUTHWEST CORNER OF FOUNDATION OF HOUSE NO. 6358 104.29
 OG0562'FEET NW
 OG0562'
 OG0562'RP-5 NEAR EDGE OF METAL REFLECTOR POST 1.28 FEET W
 OG0562'
 OG0562'RP-6 CENTERLINE OF COUNTRYSIDE DRIVE (0.1 MILE, APP) S
 OG0562'
 OG0562'AZIMUTH MARK IS STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN A
 OG0562'CONCRETE CULVERT WALL.  THE DISK IS STAMPED CLA-NOW-2 AZ. A 1972.
 OG0562'
 OG0562'TO REACH FROM CLA-NOW-2, GO NORTH ON GOODRICH RD. FOR 0.4 MILES
 OG0562'TO STATION ON RIGHT AT CULVERT CROSSING.
 OG0562'
 OG0562'DISTANCE AND DIRECTION FROM STATION
 OG0562'
 OG0562'RP-1 SOUTHEAST CORNER OF CULVERT WALL ON WEST SIDE OF GOODRICH
 OG0562'RD.  31.36 FEET W
 OG0562'
 OG0562'RP-2 NORTHEAST CORNER OF ABOVE WALL 31.50 FEET W
 OG0562'
 OG0562'RP-3 SOUTHEAST CORNER OF GARAGE BELONGING TO BERRY 152.62 FEET NW
 OG0562'
 OG0562'RP-4 CENTERLINE OF GOODRICH RD.  13.3 FEET W
 OG0562'
 OG0562'AZIMUTH MARK IS A STANARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0562'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 OG0562'CLA-NOW-2 AZ. B 1972.
 OG0562'
 OG0562'TO REACH FROM CLA-NOW-2, GO SOUTH ON GOODRICH RD. FOR 0.35
 OG0562'MILES TO STATION ON LEFT AT CLARENCE TOWNSHIP HIGHWAY
 OG0562'DEPT. GARAGE.
 OG0562'
 OG0562'DISTANCE AND DIRECTION FROM STATION
 OG0562'
 OG0562'RP-1 CENTERLINE OF GOODRICH ROAD 16.3 FEET W
 OG0562'
 OG0562'RP-2 NEAR EDGE OF POWER POLE NO. W/NYSEG/48 5.19 FEET E
 OG0562'
 OG0562'RP-3 NORTHWEST CORNER OF GARAGE FOUNDATION 44.90 FEET E
 OG0562'
 OG0562'RP-4 SOUTHWEST CORNER OF GARAGE FOUNDATION 54.86 FEET SE
 OG0562
 OG0562                          STATION RECOVERY (1991)
 OG0562
 OG0562'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 OG0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0572 ***********************************************************************
 OG0572  DESIGNATION -  CLA NOW 3
 OG0572  PID         -  OG0572
 OG0572  STATE/COUNTY-  NY/ERIE
 OG0572  USGS QUAD   -  
 OG0572
 OG0572                         *CURRENT SURVEY CONTROL
 OG0572  ___________________________________________________________________
 OG0572* NAD 83(1996)-  43 02 13.47817(N)    078 40 21.14532(W)     ADJUSTED  
 OG0572* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 OG0572  ___________________________________________________________________
 OG0572  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 OG0572  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 OG0572
 OG0572  HORZ ORDER  -  SECOND
 OG0572
 OG0572.The horizontal coordinates were established by classical geodetic methods
 OG0572.and adjusted by the National Geodetic Survey in January 1999..
 OG0572
 OG0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0572
 OG0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0572
 OG0572.The geoid height was determined by GEOID03.
 OG0572
 OG0572;                    North         East     Units Scale Factor Converg.
 OG0572;SPC NY W     -   337,292.663   342,730.802   MT  0.99993815   -0 03 39.2
 OG0572;SPC NY W     - 1,106,601.01  1,124,442.64   sFT  0.99993815   -0 03 39.2
 OG0572;UTM  17      - 4,767,561.051   689,596.948   MT  1.00004224   +1 35 20.0
 OG0572
 OG0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0572!SPC NY W     -   0.99997716  x   0.99993815  =   0.99991532
 OG0572!UTM  17      -   0.99997716  x   1.00004224  =   1.00001940
 OG0572
 OG0572:                Primary Azimuth Mark                     Grid Az
 OG0572:SPC NY W     -  CLA NOW 3 AZ MK B                        178 24 02.2
 OG0572:UTM  17      -  CLA NOW 3 AZ MK B                        176 45 03.0
 OG0572
 OG0572|---------------------------------------------------------------------|
 OG0572| PID    Reference Object                     Distance      Geod. Az  |
 OG0572|                                                           dddmmss.s |
 OG0572| CZ9216 CLA NOW 3 AZ MK B                                  1782023.0 |
 OG0572| CZ9215 CLA NOW 3 AZ MK A                                  3595029.6 |
 OG0572|---------------------------------------------------------------------|
 OG0572
 OG0572                          SUPERSEDED SURVEY CONTROL
 OG0572
 OG0572  NAD 83(1986)-  43 02 13.48453(N)    078 40 21.14293(W) AD(       ) 2
 OG0572  NAD 27      -  43 02 13.27546(N)    078 40 22.03505(W) AD(       ) 2
 OG0572  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 OG0572
 OG0572.Superseded values are not recommended for survey control.
 OG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0572.See file dsdata.txt to determine how the superseded data were derived.
 OG0572
 OG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8959767561(NAD 83)
 OG0572_MARKER: DD = SURVEY DISK
 OG0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0572
 OG0572  HISTORY     - Date     Condition        Report By
 OG0572  HISTORY     - 1972     MONUMENTED       NY-029
 OG0572  HISTORY     - 19910615 GOOD             USPSQD
 OG0572  HISTORY     - 19970510 GOOD             USPSQD
 OG0572  HISTORY     - 20010331 GOOD             NGS
 OG0572
 OG0572                          STATION DESCRIPTION
 OG0572
 OG0572'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 OG0572'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 2.6 MILES NORTHWEST
 OG0572'OF THE COMMUNITY OF CLARENCE CENTER.  IT IS ALSO 2.3 MILES
 OG0572'SOUTHWEST OF WOLCOTTSBURG.
 OG0572'
 OG0572'TO REACH FROM GOODRICH ROAD AND CLARENCE CENTER ROAD IN CLARENCE
 OG0572'CENTER, GO NORTH ON GOODRICH ROAD FOR 2.25 MILES TO LAPP
 OG0572'ROAD.  TURN LEFT AND GO WEST ON LAPP RD. FOR 1.8 MILES TO
 OG0572'GREEN ACRES RD.  TURN LEFT AND GO SOUTH FOR 0.4 MILES TO STATION
 OG0572'ON RIGHT AT FENCE CORNER.
 OG0572'
 OG0572'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A
 OG0572'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 OG0572'CLA-NOW-3 1972.
 OG0572'
 OG0572'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 OG0572'
 OG0572'DISTANCE AND DIRECTION FROM STATION
 OG0572'
 OG0572'RP-1 PK NAIL IN CORNER FENCE POST 4.39 FEET W
 OG0572'
 OG0572'RP-2 CHISELED CROSS ON BOULDER 4.15 FEET N
 OG0572'
 OG0572'RP-3 CHISELED CROSS ON NORTH END OF CONCRETE CULVERT 261.38
 OG0572'FEET NE
 OG0572'
 OG0572'RP-4 RR SPIKE IN CENTERLINE OF GREEN ACRES ROAD 22.89 FEET E
 OG0572'
 OG0572'RP-5 NEAR EDGE OF METAL WITNESS POST 3.4 FEET W
 OG0572'
 OG0572'AZIMUTH MARK IS STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0572'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 OG0572'CLA-NOW-3 AZ. A 1972.
 OG0572'
 OG0572'TO REACH FROM CLA-NOW-3, GO NORTH ON GREEN ACRES ROAD FOR 0.4
 OG0572'MILES TO LAPP ROAD AT NORTH SIDE OF ROAD ON CENTERLINE OF GREEN
 OG0572'ACRES RD. EXTENDED.
 OG0572'
 OG0572'DISTANCE AND DIRECTION FROM STATION
 OG0572'
 OG0572'RP-1 CENTERLINE OF LAPP ROAD 11.5 FEET S
 OG0572'
 OG0572'RP-2 CHISELED CROSS ON EAST END OF CONCRETE CULVERT WALL ON
 OG0572'SOUTH SIDE OF LAPP ROAD 101.93 FEET SW
 OG0572'
 OG0572'RP-3 CHISELED CROSS ON EAST END OF CONCRETE CULVERT WALL ON
 OG0572'NORTH SIDE OF LAPP ROAD 102.18 FEET W
 OG0572'
 OG0572'RP-4 PK NAIL IN POWER POLE NO. V/NYSEG 27A/560 42.52 FEET NW
 OG0572'
 OG0572'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 OG0572'CONCRETE POST 9 INCHES BELOW GROUND.  THE DISK IS STAMPED
 OG0572'CLA-NOW-3 AZ. B 1972.
 OG0572'
 OG0572'TO REACH FROM CLA-NOW-3, GO SOUTH ON GREEN ACRES ROAD FOR
 OG0572'0.3 MILES TO COUNTY ROAD AND STATION AT SOUTH SIDE OF ROAD ON
 OG0572'CENTERLINE OF GREEN ACRES RD. EXTENDED.
 OG0572'
 OG0572'DISTANCE AND DIRECTION FROM STATION
 OG0572'
 OG0572'RP-1 CENTER OF INTERSECTION 16.5 FEET N
 OG0572'
 OG0572'RP-2 CENTER OF TOP NUT OF FIRE HYDRANT 42.77 FEET SE
 OG0572'
 OG0572'RP-3 SOUTHWEST CORNER OF FOUNDATION FOR HOUSE NO. 8600 130.78
 OG0572'FEET NW
 OG0572'
 OG0572'RP-4 NORTHEAST CORNER OF FOUNDATION FOR HOUSE NUMBER 8600 139.81
 OG0572'FEET NW
 OG0572
 OG0572                          STATION RECOVERY (1991)
 OG0572
 OG0572'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0572'RECOVERED IN GOOD CONDITION.
 OG0572
 OG0572                          STATION RECOVERY (1997)
 OG0572
 OG0572'RECOVERY NOTE BY US POWER SQUADRON 1997
 OG0572'RECOVERED IN GOOD CONDITION.
 OG0572
 OG0572                          STATION RECOVERY (2001)
 OG0572
 OG0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1177 ***********************************************************************
 NC1177  DESIGNATION -  CLA SMI 1
 NC1177  PID         -  NC1177
 NC1177  STATE/COUNTY-  NY/ERIE
 NC1177  USGS QUAD   -  ORCHARD PARK (1965)
 NC1177
 NC1177                         *CURRENT SURVEY CONTROL
 NC1177  ___________________________________________________________________
 NC1177* NAD 83(1996)-  42 58 04.14790(N)    078 39 21.68677(W)     ADJUSTED  
 NC1177* NAVD 88     -       221.     (meters)     725.     (feet)  VERTCON   
 NC1177  ___________________________________________________________________
 NC1177  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 NC1177  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 NC1177
 NC1177  HORZ ORDER  -  SECOND
 NC1177
 NC1177.The horizontal coordinates were established by classical geodetic methods
 NC1177.and adjusted by the National Geodetic Survey in January 1999..
 NC1177
 NC1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1177
 NC1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1177
 NC1177.The geoid height was determined by GEOID03.
 NC1177
 NC1177;                    North         East     Units Scale Factor Converg.
 NC1177;SPC NY W     -   329,597.736   344,070.002   MT  0.99993793   -0 02 58.4
 NC1177;SPC NY W     - 1,081,355.24  1,128,836.33   sFT  0.99993793   -0 02 58.4
 NC1177;UTM  17      - 4,759,907.015   691,157.157   MT  1.00004955   +1 35 53.2
 NC1177
 NC1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1177!SPC NY W     -   0.99997086  x   0.99993793  =   0.99990879
 NC1177!UTM  17      -   0.99997086  x   1.00004955  =   1.00002041
 NC1177
 NC1177:                Primary Azimuth Mark                     Grid Az
 NC1177:SPC NY W     -  CLA SMI 1 AZ MK A                        071 11 32.6
 NC1177:UTM  17      -  CLA SMI 1 AZ MK A                        069 32 41.0
 NC1177
 NC1177|---------------------------------------------------------------------|
 NC1177| PID    Reference Object                     Distance      Geod. Az  |
 NC1177|                                                           dddmmss.s |
 NC1177| CZ9217 CLA SMI 1 AZ MK A                                  0710834.2 |
 NC1177| CZ9218 CLA SMI 1 AZ MK B                                  2551750.6 |
 NC1177|---------------------------------------------------------------------|
 NC1177
 NC1177                          SUPERSEDED SURVEY CONTROL
 NC1177
 NC1177  NAD 83(1986)-  42 58 04.15421(N)    078 39 21.68412(W) AD(       ) 2
 NC1177  NAD 27      -  42 58 03.94348(N)    078 39 22.58067(W) AD(       ) 2
 NC1177  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 NC1177
 NC1177.Superseded values are not recommended for survey control.
 NC1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1177.See file dsdata.txt to determine how the superseded data were derived.
 NC1177
 NC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9115759907(NAD 83)
 NC1177_MARKER: DD = SURVEY DISK
 NC1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1177
 NC1177  HISTORY     - Date     Condition        Report By
 NC1177  HISTORY     - 1972     MONUMENTED       NY-029
 NC1177
 NC1177                          STATION DESCRIPTION
 NC1177
 NC1177'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1177'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 0.75 MILES EAST OF
 NC1177'THE COMMUNITY OF HARRIS HILL.  IT IS ALSO 0.5 MILES SOUTHWEST
 NC1177'OF THE INTERSECTION OF SHERIDAN DRIVE (N.Y. RTE. 324) AND MAIN
 NC1177'ST. (N.Y. RTE. 5)
 NC1177'
 NC1177'TO REACH FROM HARRIS HILL ROAD AND MAIN ST. IN HARRIS HILL,
 NC1177'GO EAST ON MAIN ST. FOR 1.1 MILES TO STATION ON RIGHT NEAR HOUSE
 NC1177'NO. 9015.
 NC1177'
 NC1177'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1177'CONCRETE POST 5 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1177'CLA-SMI-1 1972.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1177'THE SAME.
 NC1177'
 NC1177'DISTANCE AND DIRECTION FROM STATION
 NC1177'
 NC1177'RP-1 PK NAIL IN POWER POLE NO. W-387 68.00 FEET N
 NC1177'
 NC1177'RP-2 PK NAIL IN POWER POLE NO. NYSEG 388 117.75 FEET NE
 NC1177'
 NC1177'RP-3 CHISELED CROSS ON TOP BOLT OF FIRE HYDRANT 218.98 FEET E
 NC1177'
 NC1177'RP-4 PK NAIL IN POLE NO. NYT 389-1/496 174.73 FEET SE
 NC1177'
 NC1177'RP-5 NORTHWEST CORNER OF HOUSE NO. 9015 117.6 FEET SE
 NC1177'
 NC1177'RP-6 NEAR EDGE OF METAL WITNESS POST 7.0 FEET S
 NC1177'
 NC1177'RP-7 CENTERLINE OF DRIVE TO HOUSE NO. 9015 121.0 FEET E
 NC1177'
 NC1177'RP-8 CENTERLINE OF SHERIDAN DRIVE (0.49 MILES, APPROX.) E
 NC1177'
 NC1177'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1177'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1177'CLA-SMI-1 AZ. A 1972.
 NC1177'
 NC1177'TO REACH FROM CLA-SMI-1, TO NORTHEAST ON MAIN ST. (N.Y. RTE. 5)
 NC1177'FOR 0.28 MILES TO STATION ON LEFT AT HOUSE NO. 9132.
 NC1177'
 NC1177'DISTANCE AND DIRECTION FROM STATION
 NC1177'
 NC1177'RP-1 NEAR EDGE OF POWER POLE NO. E-397 119.4 FEET W
 NC1177'
 NC1177'RP-2 SOUTHEAST CORNER OF HOUSE NO. 9132 90.1 FEET N
 NC1177'
 NC1177'RP-3 NEAR EDGE OF POWER POLE NO. W-398 3.6 FEET N
 NC1177'
 NC1177'RP-4 NEAR EDGE OF 24 IN DIA. OAK TREE 25.1 FEET E
 NC1177'
 NC1177'RP-5 CENTERLINE OF DRIVEWAY TO HOUSE NO. 9132 68.0 FEET W
 NC1177'
 NC1177'RP-6 CENTERLINE OF MAIN ST.  24.3 FEET S
 NC1177'
 NC1177'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1177'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1177'CLA-SMI-1 AZ. B 1972.
 NC1177'
 NC1177'TO REACH FOR CLA-SMI-1, GO SOUTHWEST ON MAIN ST. (N.Y. RTE. 5)
 NC1177'FOR 0.35 MILES TO STATION ON RIGHT AT HOUSE NO. 8836 OPPOSITE
 NC1177'ROXBURY DRIVE.
 NC1177'
 NC1177'DISTANCE AND DIRECTION FROM STATION
 NC1177'
 NC1177'RP-1 NEAR EDGE OF POWER POLE NO. NYSEG W-373 44.5 FEET E
 NC1177'
 NC1177'RP-2 CENTER OF TOP NUT ON FIRE HYDRANT 98.5 FEET SE
 NC1177'
 NC1177'RP-3 NEAR EDGE OF POLE NO. NYT-10 88.7 FEET W
 NC1177'
 NC1177'RP-4 SOUTHWEST CORNER OF HOUSE NO. 8836 74.2 FEET N
 NC1177'
 NC1177'RP-5 CENTERLINE OF MAIN ST.  23.7 FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1079 ***********************************************************************
 NC1079  DESIGNATION -  CLA WIT 1
 NC1079  PID         -  NC1079
 NC1079  STATE/COUNTY-  NY/ERIE
 NC1079  USGS QUAD   -  EAST AURORA (1965)
 NC1079
 NC1079                         *CURRENT SURVEY CONTROL
 NC1079  ___________________________________________________________________
 NC1079* NAD 83(1996)-  42 57 41.81709(N)    078 35 34.30903(W)     ADJUSTED  
 NC1079* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 NC1079  ___________________________________________________________________
 NC1079  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 NC1079  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NC1079
 NC1079  HORZ ORDER  -  SECOND
 NC1079
 NC1079.The horizontal coordinates were established by classical geodetic methods
 NC1079.and adjusted by the National Geodetic Survey in January 1999..
 NC1079
 NC1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1079
 NC1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1079
 NC1079.The geoid height was determined by GEOID03.
 NC1079
 NC1079;                    North         East     Units Scale Factor Converg.
 NC1079;SPC NY W     -   328,906.155   349,222.456   MT  0.99993751   -0 00 23.4
 NC1079;SPC NY W     - 1,079,086.28  1,145,740.67   sFT  0.99993751   -0 00 23.4
 NC1079;UTM  17      - 4,759,363.794   696,328.007   MT  1.00007420   +1 38 27.6
 NC1079
 NC1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1079!SPC NY W     -   0.99996786  x   0.99993751  =   0.99990538
 NC1079!UTM  17      -   0.99996786  x   1.00007420  =   1.00004206
 NC1079
 NC1079:                Primary Azimuth Mark                     Grid Az
 NC1079:SPC NY W     -  CLA WIT 1 AZ MK B                        181 55 38.4
 NC1079:UTM  17      -  CLA WIT 1 AZ MK B                        180 16 47.4
 NC1079
 NC1079|---------------------------------------------------------------------|
 NC1079| PID    Reference Object                     Distance      Geod. Az  |
 NC1079|                                                           dddmmss.s |
 NC1079| CZ9220 CLA WIT 1 AZ MK B                                  1815515.0 |
 NC1079| CZ9219 CLA WIT 1 AZ MK A                                  3594849.9 |
 NC1079|---------------------------------------------------------------------|
 NC1079
 NC1079                          SUPERSEDED SURVEY CONTROL
 NC1079
 NC1079  NAD 83(1986)-  42 57 41.82359(N)    078 35 34.30625(W) AD(       ) 2
 NC1079  NAD 27      -  42 57 41.61141(N)    078 35 35.21164(W) AD(       ) 2
 NC1079  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 NC1079
 NC1079.Superseded values are not recommended for survey control.
 NC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1079.See file dsdata.txt to determine how the superseded data were derived.
 NC1079
 NC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9632859364(NAD 83)
 NC1079_MARKER: DD = SURVEY DISK
 NC1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1079
 NC1079  HISTORY     - Date     Condition        Report By
 NC1079  HISTORY     - 1972     MONUMENTED       NY-029
 NC1079
 NC1079                          STATION DESCRIPTION
 NC1079
 NC1079'DESCRIBED BY ERIE COUNTY NEW YORK 1972 (TA)
 NC1079'STATION IS LOCATED IN TOWN OF CLARENCE ABOUT 1.0 MILES SOUTH OF
 NC1079'THE COMMUNITY OF CLARENCE.  IT IS ALSO 0.5 MILES NORTH OF THE
 NC1079'CROSSING OF INTERSTATE 90 AND RANSOM ROAD.
 NC1079'
 NC1079'TO REACH FROM RANSOM RD. AND STATE RD. IN CLARENCE, GO SOUTH
 NC1079'ON RANSOM RD. FOR 0.7 MILES TO STATION ON LEFT 300 FEET PAST
 NC1079'TILLMAN ROAD.
 NC1079'
 NC1079'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1079'CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1079'CLA-WIT-1 1972.
 NC1079'
 NC1079'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED CLA-WIT-1 1972.
 NC1079'
 NC1079'DISTANCE AND DIRECTION FROM STATION
 NC1079'
 NC1079'RP-1 CENTER OF TOP NUT ON FIRE HYDRANT 112.36 FEET N
 NC1079'
 NC1079'RP-2 NEAR EDGE OF BASE OF ROAD SIGN 2.60 FEET E
 NC1079'
 NC1079'RP-3 NORTHWEST CORNER OF FOUNDATION OF HOUSE NO. 4235 120.85
 NC1079'FEET SE
 NC1079'
 NC1079'RP-4 SOUTHWEST CORNER OF ABOVE 151.11 FEET SE
 NC1079'
 NC1079'RP-5 NEAR EDGE OF ROAD SIGN 33.17 FEET W
 NC1079'
 NC1079'RP-6 CENTERLINE OF RANSOM RD.  14.9 FEET W
 NC1079'
 NC1079'RP-7 CENTERLINE OF TILLMAN RD.  307.0 FEET N
 NC1079'
 NC1079'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH IN
 NC1079'THE SOUTH END OF A CONCRETE CULVERT WALL.  THE DISK IS STAMPED
 NC1079'CLA-WIT-1 AZ. A 1972.
 NC1079'
 NC1079'TO REACH FROM CLA-WIT-1, GO NORTH ON RANSOM ROAD FOR 0.25 MILES
 NC1079'TO STATION ON LEFT AT CULVERT CROSSING.
 NC1079'
 NC1079'DISTANCE AND DIRECTION FROM STATION
 NC1079'
 NC1079'RP-1 CENTERLINE OF RANSOM RD 18.3 FEET E
 NC1079'
 NC1079'RP-2 NEAR EDGE OF CONCRETE GUARD POST 2.69 FEET S
 NC1079'
 NC1079'RP-3 SOUTHEAST CORNER OF GARAGE FOR HOUSE NO. 4370 123.14 FEET SW
 NC1079'
 NC1079'RP-4 NORTHEAST CORNER OF HOUSE NO. 4370 100.71 FEET W
 NC1079'
 NC1079'RP-5 CENTERLINE OF BERGTOLD RD.  360.0 FEET N
 NC1079'
 NC1079'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET FLUSH
 NC1079'IN THE CONCRETE WINGWALL OF THE RANSOM RD. OVERPASS OF INTERSTATE
 NC1079'90 AT THE NORTHWEST CORNER.  THE DISK IS STAMPED CLA-WIT-1 AZ. B
 NC1079'1972.
 NC1079'
 NC1079'TO REACH FROM CLA-WIT-1, GO SOUTH ON RANSOM ROAD FOR 0.45 MILES
 NC1079'TO STATION ON RIGHT AS DESCRIBED ABOVE.
 NC1079'
 NC1079'DISTANCE AND DIRECTION FROM STATION
 NC1079'
 NC1079'RP-1 CENTERLINE OF RANSOM RD 20.3 FEET E
 NC1079'
 NC1079'RP-2 NORTHEND OF CONCRETE WINGWALL AT NORTHWEST CORNER OF
 NC1079'OVER-PASS 8.20 FEET N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1587 ***********************************************************************
 PH1587  DESIGNATION -  CLARA
 PH1587  PID         -  PH1587
 PH1587  STATE/COUNTY-  NY/FRANKLIN
 PH1587  USGS QUAD   -  MENO (1964)
 PH1587
 PH1587                         *CURRENT SURVEY CONTROL
 PH1587  ___________________________________________________________________
 PH1587* NAD 83(1996)-  44 37 26.82958(N)    074 28 56.30738(W)     ADJUSTED  
 PH1587* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 PH1587  ___________________________________________________________________
 PH1587  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 PH1587  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 PH1587
 PH1587  HORZ ORDER  -  THIRD
 PH1587
 PH1587.The horizontal coordinates were established by classical geodetic methods
 PH1587.and adjusted by the National Geodetic Survey in January 1999..
 PH1587
 PH1587.The orthometric height was scaled from a topographic map.
 PH1587
 PH1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1587
 PH1587.The geoid height was determined by GEOID03.
 PH1587
 PH1587;                    North         East     Units Scale Factor Converg.
 PH1587;SPC NY E     -   643,107.637   151,403.940   MT  0.99990002   +0 00 44.7
 PH1587;SPC NY E     - 2,109,928.97    496,731.09   sFT  0.99990002   +0 00 44.7
 PH1587;UTM  18      - 4,941,326.532   541,067.979   MT  0.99962074   +0 21 49.2
 PH1587
 PH1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1587!SPC NY E     -   0.99993061  x   0.99990002  =   0.99983064
 PH1587!UTM  18      -   0.99993061  x   0.99962074  =   0.99955138
 PH1587
 PH1587:                Primary Azimuth Mark                     Grid Az
 PH1587:SPC NY E     -  CLARA AZ MK                              060 00 27.2
 PH1587:UTM  18      -  CLARA AZ MK                              059 39 22.7
 PH1587
 PH1587|---------------------------------------------------------------------|
 PH1587| PID    Reference Object                     Distance      Geod. Az  |
 PH1587|                                                           dddmmss.s |
 PH1587| DE4506 CLARA AZ MK                                        0600111.9 |
 PH1587| DE4507 CLARA RM 1                           10.491 METERS 07318     |
 PH1587| DE4508 CLARA RM 2                           10.506 METERS 17138     |
 PH1587|---------------------------------------------------------------------|
 PH1587
 PH1587                          SUPERSEDED SURVEY CONTROL
 PH1587
 PH1587  NAD 83(1986)-  44 37 26.83707(N)    074 28 56.31003(W) AD(       ) 3
 PH1587  NAD 27      -  44 37 26.61598(N)    074 28 57.72464(W) AD(       ) 3
 PH1587
 PH1587.Superseded values are not recommended for survey control.
 PH1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1587.See file dsdata.txt to determine how the superseded data were derived.
 PH1587
 PH1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ4106841327(NAD 83)
 PH1587_MARKER: DS = TRIANGULATION STATION DISK
 PH1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1587
 PH1587  HISTORY     - Date     Condition        Report By
 PH1587  HISTORY     - 1963     MONUMENTED       CGS
 PH1587  HISTORY     - 1974     GOOD             NGS
 PH1587
 PH1587                          STATION DESCRIPTION
 PH1587
 PH1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1587'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF ST. REGIS FALLS, 1-1/2
 PH1587'MILES WEST SOUTHWEST OF SANTA CLARA AND ON A SAND HILL 0.1 MILE
 PH1587'SOUTH OF STATE HIGHWAY 72.  IT IS 10 FEET SOUTH OF THE NORTH EDGE OF
 PH1587'THE HILL, 4 FEET SOUTHEAST OF A WITNESS POST AND ON THE PROPERTY
 PH1587'OF MRS. MILDRED ANDERSON.  THE MONUMENT PROJECTS 1 INCH AND
 PH1587'THE DISK IS STAMPED CLARA 1963.
 PH1587'
 PH1587'TO REACH THE STATION FROM THE POST OFFICE IN ST. REGIS FALLS GO
 PH1587'SOUTHEAST ON HIGHWAY 72 FOR 4.1 MILES TO A FORK.  TAKE LEFT FORK AND
 PH1587'CONTINUE ON HIGHWAY 72 FOR 1.45 MILES TO A DIM SAND ROAD RIGHT.
 PH1587'TURN RIGHT AND GO SOUTH ON SAND ROAD 0.1 MILE TO TOP OF HILL AND
 PH1587'STATION.
 PH1587'
 PH1587'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON SAND ROAD
 PH1587'FOR 0.1 MILE TO HIGHWAY 72.  TURN RIGHT AND GO EAST NORTHEAST ON
 PH1587'HIGHWAY FOR 0.4 MILE TO THE AZIMUTH ON THE RIGHT.
 PH1587'
 PH1587'REFERENCE MARK 1 IS 4 FEET SOUTH OF THE NORTH EDGE OF THE HILL,
 PH1587'42 FEET SOUTHWEST OF A 6 INCH PINE TREE AND 36 FEET EAST OF THE
 PH1587'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 PH1587'STAMPED CLARA NO 1 1963.
 PH1587'
 PH1587'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE NORTH EDGE OF THE HILL,
 PH1587'37 FEET SOUTH OF THE WITNESS POST AND 68 FEET NORTHEAST OF AN 8 INCH
 PH1587'BIRCH TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLARA
 PH1587'NO 2 1963.
 PH1587'
 PH1587'THE AZIMUTH MARK IS 18 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 PH1587'72, 3 FEET SOUTH OF A POWERLINE POLE AND WITNESS POST AND 17
 PH1587'FEET NORTHWEST OF A 6 INCH LOCUST TREE.  THE MONUMENT PROJECTS 4
 PH1587'INCHES AND THE DISK IS STAMPED CLARA 1963.
 PH1587'
 PH1587'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PH1587
 PH1587                          STATION RECOVERY (1974)
 PH1587
 PH1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PH1587'STATION MARK, RM NO. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PH1587'CONDITION.  RM NO. 2 HAS BEEN COVERED BY A CONCRETE SLAB BY A
 PH1587'HOUSE.
 PH1587'
 PH1587'STATION IS LOCATED ON A SAND HILL ALONG SOUTH SIDE OF NY RTE.
 PH1587'458.  THERE IS NOW A HOUSE ON THIS HILL.  STATION MARK IS A
 PH1587'STANDARD DISK STAMPED CLARA 1963, SET IN THE TOP OF A ROUND
 PH1587'CONCRETE MONUMENT PROJECTING 1 INCH FROM GROUND.  IT IS 27.2
 PH1587'FEET NORTHWEST OF NORTHWEST CORNER OF THE HOUSE, 44.5 FEET
 PH1587'WEST-NORTHWEST OF NORTHEAST CORNER OF THE HOUSE, 4 FEET
 PH1587'SOUTHEAST OF A METAL WITNESS POST, AND 10 FEET SOUTH OF NORTH
 PH1587'EDGE OF THE HILL.
 PH1587'
 PH1587'RM NO. 1 IS A STANDARD DISK STAMPED CLARA NO 1 1963, SET IN THE
 PH1587'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH FROM GROUND.
 PH1587'IT IS 34.8 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE AND
 PH1587'39.5 FEET NORTHEAST OF NORTHWEST CORNER OF THE HOUSE.
 PH1587'
 PH1587'AZIMUTH MARK IS A STANDARD DISK STAMPED CLARA 1963, SET IN THE
 PH1587'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 8 INCHES FROM GROUND.
 PH1587'IT IS SET IN THE DITCH LINE, 18 FEET SOUTHEAST OF CENTER LINE
 PH1587'OF RTE. 458 AND 3 FEET SOUTH OF A POWER POLE.  TO REACH FROM THE
 PH1587'STATION, GO NORTH ON DIRT ROAD FOR 0.1 MILE.  TURN RIGHT AND GO
 PH1587'NORTHEAST ON NY RTE. 458 FOR 0.4 MILE TO THE AZIMUTH MARK ON
 PH1587'THE RIGHT.
 PH1587'
 PH1587'TO REACH STATION FROM THE U.S. POST OFFICE IN ST. REGIS FALLS,
 PH1587'GO SOUTHEAST ON NY RTE. 458 FOR 5.1 MILES TO A DIRT ROAD RIGHT.
 PH1587'GO RIGHT ON DIRT ROAD FOR 0.1 MILE, THEN WALK ABOUT 200 FEET
 PH1587'SOUTHEAST TO STATION BY HOUSE ON SMALL HILL.
 PH1587'
 PH1587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WSW
 PH1587'OF SANTA CLARA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1025 ***********************************************************************
 NC1025  DESIGNATION -  CLARE
 NC1025  PID         -  NC1025
 NC1025  STATE/COUNTY-  NY/CATTARAUGUS
 NC1025  USGS QUAD   -  KNAPP CREEK (1979)
 NC1025
 NC1025                         *CURRENT SURVEY CONTROL
 NC1025  ___________________________________________________________________
 NC1025* NAD 83(1996)-  42 03 01.42246(N)    078 32 23.90278(W)     ADJUSTED  
 NC1025* NAVD 88     -       739.7    (meters)    2427.     (feet)  VERTCON   
 NC1025  ___________________________________________________________________
 NC1025  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 NC1025  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NC1025
 NC1025  HORZ ORDER  -  FIRST
 NC1025
 NC1025.The horizontal coordinates were established by classical geodetic methods
 NC1025.and adjusted by the National Geodetic Survey in January 1999..
 NC1025
 NC1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1025
 NC1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1025
 NC1025.The geoid height was determined by GEOID03.
 NC1025
 NC1025;                    North         East     Units Scale Factor Converg.
 NC1025;SPC NY W     -   227,692.104   353,589.377   MT  0.99993766   +0 01 44.6
 NC1025;SPC NY W     -   747,019.84  1,160,067.81   sFT  0.99993766   +0 01 44.6
 NC1025;SPC PA N     -   209,500.977   534,601.543   MT  1.00001784   -0 31 21.4
 NC1025;SPC PA N     -   687,337.79  1,753,938.56   sFT  1.00001784   -0 31 21.4
 NC1025;UTM  17      - 4,658,299.737   703,579.296   MT  1.00010999   +1 38 53.7
 NC1025
 NC1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1025!SPC NY W     -   0.99988906  x   0.99993766  =   0.99982673
 NC1025!SPC PA N     -   0.99988906  x   1.00001784  =   0.99990690
 NC1025!UTM  17      -   0.99988906  x   1.00010999  =   0.99999904
 NC1025
 NC1025|---------------------------------------------------------------------|
 NC1025| PID    Reference Object                     Distance      Geod. Az  |
 NC1025|                                                           dddmmss.s |
 NC1025| CZ9222 CLARE RM 1                           24.502 METERS 02851     |
 NC1025| NC0989 OLEAN RADIO STA WHDL AM TOWER       APPROX. 6.2 KM 0622430.0 |
 NC1025| CZ9221 CLARE AZ MK                                        0782056.7 |
 NC1025| NC0993 OLEAN RADIO STA WHDL FM TOWER       APPROX. 7.9 KM 1014801.8 |
 NC1025| NC0987 HARTZFELT                           APPROX. 7.5 KM 1135245.4 |
 NC1025| NC0990 ROCK CITY SHOEMAKER STANDPIPE       APPROX. 7.0 KM 1160212.7 |
 NC1025| NC1026 KNAPP CREEK ATT RELAY TOWER         APPROX. 5.3 KM 1565011.9 |
 NC1025| CZ9223 CLARE RM 2                           17.236 METERS 27316     |
 NC1025|---------------------------------------------------------------------|
 NC1025
 NC1025                          SUPERSEDED SURVEY CONTROL
 NC1025
 NC1025  NAD 83(1986)-  42 03 01.42522(N)    078 32 23.89974(W) AD(       ) 1
 NC1025  NAD 27      -  42 03 01.19629(N)    078 32 24.81488(W) AD(       ) 1
 NC1025  NGVD 29 (07/19/86)  739.8    (m)         2427.     (f) VERT ANG       
 NC1025
 NC1025.Superseded values are not recommended for survey control.
 NC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1025.See file dsdata.txt to determine how the superseded data were derived.
 NC1025
 NC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG0357958300(NAD 83)
 NC1025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1025
 NC1025  HISTORY     - Date     Condition        Report By
 NC1025  HISTORY     - 1935     MONUMENTED       CGS
 NC1025  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NC1025  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NC1025  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NC1025  HISTORY     - 20020815 GOOD             USPSQD
 NC1025
 NC1025                          STATION DESCRIPTION
 NC1025
 NC1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NC1025'THE STATION IS ON A HIGH HILL IN ALLEGHANY TOWNSHIP, ABOUT
 NC1025'8-1/2 MILES, AIRLINE, NORTHWEST OF BRADFORD, PA. AND 3-3/4
 NC1025'MILES, AIRLINE, SOUTHWEST OF THE TOWN OF ALLEGHANY.  IT IS ON
 NC1025'THE HIGH PART OF THE HILL, ABOUT 170 METERS SOUTH OF SOME
 NC1025'LARGE BOULDERS, ON A FLAT PART OF THE HILL AMONG SOME SMALLER
 NC1025'ROCKS, 2.6 METERS WEST OF A TWIN TREE WITH TRIANGULAR BLAZES ON
 NC1025'BOTH TRUNKS, 3.6 METERS SOUTH OF A TREE WITH A TRIANGULAR
 NC1025'BLAZE, AND 4.5 METERS SOUTH OF THE SOUTH END OF A LARGE
 NC1025'ROCK.  THE MARK CONSISTS OF A STANDARD DISK SET IN A 12-INCH
 NC1025'SQUARE CONCRETE MONUMENT THAT IS EMBEDDED IN, AND PROJECTS
 NC1025'ABOUT 6 INCHES ABOVE, AN IRREGULAR MASS OF CONCRETE THAT IS
 NC1025'FLUSH WITH THE GROUND.  NOTE 1A AND 7A.
 NC1025'
 NC1025'TO REACH STATION FROM ALLEGHANY, FROM THE WEST END OF TOWN,
 NC1025'GO SOUTH ON SOUTH FIRST STREET 0.35 MILE FROM STATE HIGHWAY 17
 NC1025'TO FORKS JUST BEYOND A BRIDGE.  TAKE LEFT FORK AND GO 1.2
 NC1025'MILES, 0.1 MILE BEYOND A SMALL BRIDGE, TO A T-ROAD RIGHT.  THE
 NC1025'MACADAM TURNS RIGHT ON THIS ROAD.  TAKE RIGHT AND GO 0.65 MILE
 NC1025'TO FORKS WHERE MACADAM GOES LEFT.  CONTINUE STRAIGHT AHEAD ON
 NC1025'DIRT ROAD FOR 1.85 MILES TO T-ROAD LEFT.  KEEP RIGHT AND GO
 NC1025'0.95 MILE TO FORKS, TAKE LEFT ROAD ABOUT 0.1 MILE TO AN OLD
 NC1025'FARMHOUSE AND BARN IN CREEK VALLEY.  PASS THROUGH GATE IN
 NC1025'BACK OF HOUSE AND BARN AND FOLLOW ROAD AS IT WINDS UPHILL AND
 NC1025'ALONG RIDGE 0.5 MILE.  LEAVE TRUCK HERE AND PROCEED UP RIDGE
 NC1025'TO HIGHEST POINT AND STATION.
 NC1025'
 NC1025'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN A
 NC1025'BOULDER, NORTH-NORTHEAST OF THE STATION.  NOTE 12C.
 NC1025'
 NC1025'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK EMBEDDED IN
 NC1025'OUTCROPPING ROCK, WEST OF THE STATION.  NOTE 12C.
 NC1025'
 NC1025'DUE TO THE DENSE GROWTH OF TREES ON THE TOP OF THE HILL ON
 NC1025'WHICH THE STATION IS LOCATED, IT WAS IMPOSSIBLE TO PLACE THE
 NC1025'AZIMUTH MARK IN A POSITION THAT WOULD BE VISIBLE FROM THE
 NC1025'GROUND AT THE STATION.  A 50-FOOT TOWER WILL BE REQUIRED AT
 NC1025'THE STATION, OR A LARGE AMOUNT OF CLEARING WILL BE NECESSARY.
 NC1025'THE AZIMUTH MARK IS IN THE VALLEY BEYOND THE NEXT RIDGE,
 NC1025'EAST-NORTHEAST OF THE STATION, ALONG THE DIRT ROAD LEADING
 NC1025'TO ALLEGHANY, ACROSS FROM THE RESIDENCE OF FRANK MARTIN, AT
 NC1025'THE SOUTHEAST CORNER OF A WIRE FENCE, 6 METERS NORTH OF THE
 NC1025'ROAD, 13 METERS NORTHEAST OF THE INTERSECTION OF THE MAIN
 NC1025'ROAD AND A FARM ROAD SOUTH OF THE MARTINS HOUSE, AND 10
 NC1025'METERS NORTH-NORTHEAST OF THE MARTIN MAIL BOX.  THE MARK PROJECTS
 NC1025'ABOUT 6 INCHES ABOVE THE GROUND.  NOTE 11A.
 NC1025'
 NC1025'A 74-FOOT TOWER USED.
 NC1025
 NC1025                          STATION RECOVERY (1964)
 NC1025
 NC1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 NC1025'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 NC1025'GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK WAS NOT FOUND
 NC1025'AND SHOULD BE CONSIDERED AS LOST.  THE DISTANCE TO THE REFERENCE
 NC1025'MARKS CHECKED.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND TO
 NC1025'BE SMALLER THAN THE PREVIOUS DIRECTION BY 1 MINUTE AND 23
 NC1025'SECONDS.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE
 NC1025'LARGER BY 1 MINUTE AND 17 SECONDS.  DUE TO VARIOUS CHANGES A
 NC1025'NEW DESCRIPTION FOLLOWS.
 NC1025'
 NC1025'ABOUT 8-1/2 MILES NORTHEAST OF BRADFORD, 3-1/2 MILES SOUTHWEST
 NC1025'OF ALLEGANY, AND ON THE PROPERTY OF MR. RYAN NORTON.  IT IS
 NC1025'31 FEET NORTHWEST OF A 14 INCH OAK TREE, 24 FEET NORTH OF A
 NC1025'16 INCH OAK TREE, 11 FEET SOUTH OF A 10 INCH BIRCH TREE AND
 NC1025'5 FEET NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 NC1025'AND THE DISK IS STAMPED CLARE 1935.  (NOTE 1A 7A)
 NC1025'
 NC1025'TO REACH FROM THE ALLEGANY TOWN HALL IN ALLEGANY, GO WEST ON
 NC1025'STATE HIGHWAY 17 FOR 7.25 MILES TO THE JUNCTION OF U.S. HIGHWAY
 NC1025'219.  TURN LEFT AND GO SOUTH ON HIGHWAY 219 FOR 0.9 MILE TO THE
 NC1025'SOUTH END OF A STEEL BRIDGE OVER THE ALLEGANY RIVER AND A SIDE
 NC1025'ROAD LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD 60 FOR 2.0
 NC1025'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON COUNTY ROAD 30
 NC1025'(CHIPMONK ROAD) AND GO SOUTHERLY FOR 2.1 MILES TO A SIDE ROAD
 NC1025'RIGHT (FLATSTONE ROAD).  CONTINUE SOUTHERLY ON CHIPMONK ROAD
 NC1025'FOR 0.7 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT ON THE
 NC1025'GRAVELED ROAD AND GO EAST ON THE GRAVELED ROAD FOR 0.5 MILE
 NC1025'TO A ROAD FORK.  KEEP RIGHT ON THE MAIN TRAVELED ROAD GO 0.8
 NC1025'MILE TO A 30 INCH TRIANGULAR BLAZED OAK TREE ON THE LEFT.
 NC1025'CONTINUE AHEAD ON THE ROAD FOR ABOUT 100 FEET TO A ROAD FORK.
 NC1025'TAKE THE RIGHT FORK FOR 0.4 MILE TO A ROAD FORK.  KEEP TO
 NC1025'THE LEFT AROUND THE SIDE OF THE HILL FOR 0.15 MILE TO A
 NC1025'WOODS ROAD RIGHT.  TURN RIGHT ON THE WOODS ROAD FOR 0.05
 NC1025'MILE TO A TRACK ROAD LEFT AT A LARGE BOULDER ON THE LEFT.
 NC1025'TURN LEFT ON THE WOODS ROAD FOR ABOUT 100 YARDS TO THE
 NC1025'HIGHEST POINT OF THE HILL AND THE STATION.  THE LAST 100 YARDS
 NC1025'ARE VERY ROUGH.
 NC1025'
 NC1025'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 NC1025'DRILL HOLE IN OUT-CROPPING BEDROCK WHICH PROJECTS ABOUT 5
 NC1025'FEET.  IT IS 86 FEET NORTHEAST OF THE WITNESS POST, 25 FEET
 NC1025'NORTHEAST OF A 12 INCH OAK TREE AND 9 FEET NORTHWEST OF AN
 NC1025'8 INCH OAK TREE.  THE DISK IS STAMPED CLARE NO 1 1935.
 NC1025'
 NC1025'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN A
 NC1025'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4
 NC1025'FEET.  IT IS 59 FEET WEST OF THE WITNESS POST, 15 FEET WEST OF
 NC1025'A TWIN TRUNK 14 INCH OAK TREE, AND 8 FEET SOUTH OF A 12 INCH
 NC1025'OAK TREE.  THE DISK IS STAMPED CLARE NO 2 1935.
 NC1025'
 NC1025'HEIGHT OF LIGHT ABOVE STATION MARK 26.24 METERS.
 NC1025
 NC1025                          STATION RECOVERY (1967)
 NC1025
 NC1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 NC1025'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NC1025'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND IS NO
 NC1025'LONGER VISIBLE TO THE GROUND.  A 1-POSTION CHECK WAS TAKEN ON
 NC1025'THE AZIMUTH MARK DUE TO LINE BEING BLOCKED BY TREE TOPS.
 NC1025'FOLLOWING IS A NEW DESCRIPTION.
 NC1025'
 NC1025'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF BRADFORD,
 NC1025'PENNSYLVANIA, 4 MILES SOUTHWEST OF ALLEGANY, NEW YORK, 4 MILES
 NC1025'NORTH OF THE NEW YORK-PENNSYLVANIA STATE LINE, 3 MILES NORTHWEST
 NC1025'OF KNAPP CREEK, NEW YORK AND ON PROPERTY OF MR. RYAN NORTON.
 NC1025'
 NC1025'TO REACH THE STATION FROM THE POST OFFICE IN KNAPP CREEK, NEW
 NC1025'YORK, GO WEST AND SOUTHWEST ON STATE HIGHWAY 16 FOR 1.05
 NC1025'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 NC1025'HARRISBURGH ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND
 NC1025'GO IN A NORTHERLY DIRECTION ON A PAVED ROAD WHICH BECOMES A
 NC1025'GRAVLED ROAD FOR 4.2 MILES TO A TRACK ROAD ON THE RIGHT JUST
 NC1025'BEFORE REACHING A GREEN FRAME HOUSE.  TURN RIGHT AND GO IN AN
 NC1025'EASTERLY DIRECTION ON THE TRACK ROAD FOR 0.55 MILE TO A 4-WAY
 NC1025'FORK.  CONTINUE UPHILL EAST ON THE MAIN TRAVELED
 NC1025'ROAD FOR 0.8 MILE TO A FORK.  BEAR RIGHT AND CONTINUE ON
 NC1025'THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A DIM TRACK ROAD
 NC1025'RIGHT.  TURN RIGHT AND GO IN A SOUTHERLY DIRECTION ON THE
 NC1025'DIM TRACK ROAD FOR 0.05 MILE TO A DIM TRACK ROAD LEFT AT
 NC1025'LARGE BOULDER.  (4-WHEEL DRIVE VEHICLE REQUIRE FROM THIS POINT)
 NC1025'TURN LEFT AND GO IN A SOUTHERLY DIRECTION FOR 0.2 MILE TO
 NC1025'THE TOP OF HILL AND THE STATION ON THE LEFT.
 NC1025'
 NC1025'THE STATION MARK IS A STANDARD DISK STAMPED CLARE 1935, SET
 NC1025'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NC1025'6 INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTHWEST OF A
 NC1025'10-INCH MAPLE TREE, 24 FEET NORTH OF A 16-INCH OAK TREE, 11 FEET
 NC1025'SOUTH OF A 10-INCH MAPLE TREE AND 5.4 FEET NORTH OF A METAL
 NC1025'WITNESS POST.  (NOTE 1A 7A)
 NC1025'
 NC1025'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARE NO 1 1935,
 NC1025'CEMENTED IN A DRILL HOLE HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 NC1025'ABOUT 3 FEET ABOVE THE GROUND.  IT IS 85 FEET NORTHEAST OF THE
 NC1025'METAL WITNESS POST, 25.6 FEET NORTHEAST OF A 12-INCH OAK TREE AND
 NC1025'11 FEET NORTHWEST OF AN 8-INCH TREE.  (NOTE 12A)
 NC1025'
 NC1025'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLARE NO 2 1935,
 NC1025'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 NC1025'4 FEET ABOVE THE GROUND.  IT IS 57.6 FEET WEST OF THE METAL
 NC1025'WITNESS POST, 15.4 FEET WEST OF A TWIN-TRUNKED TREE AND 9.5
 NC1025'FEET SOUTHWEST OF A 12-INCH TREE.  (NOTE 12A)
 NC1025'
 NC1025'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLARE 1935, SET
 NC1025'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NC1025'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 130 FEET NORTH OF
 NC1025'THE NORTHWEST CORNER OF MR. CHARLES MARTINYS HOME, 19 FEET
 NC1025'NORTH-NORTHEAST OF THE CENTER OF WEST BRANCH ROAD, 6 FEET EAST
 NC1025'OF A FENCE CORNER AND 2.5 FEET SOUTHEAST OF A BARBED WIRE
 NC1025'FENCE.  (NOTE 16B)
 NC1025'
 NC1025'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN KNAPP CREEK,
 NC1025'NEW YORK, GO IN AN EASTERLY DIRECTION ON STATE HIGHWAY 16 FOR
 NC1025'1.75 MILES TO A SHELL SERVICE STATION ON THE LEFT.  CONTINUE
 NC1025'NORTH ON STATE HIGHWAY 16 FOR 0.65 MILE TO A SIDE ROAD LEFT,
 NC1025'JUST OPPOSITE THE HO-STA-GEH RESTAURANT.  TURN LEFT AND GO EAST
 NC1025'ON A GRAVELED ROAD FOR 2 MILES TO A T-ROAD.  TURN RIGHT AND GO
 NC1025'SOUTHEAST ON FOUR MILE ROAD FOR 2.0 MILES TO A REVERSE
 NC1025'FORK.  TURN SHARP LEFT AND GO NORTHWEST ON WEST BRANCH ROAD
 NC1025'FOR 1.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NC1025'
 NC1025'HEIGHT OF LIGHT ABOVE STATION MARK 87.1 FEET.
 NC1025
 NC1025                          STATION RECOVERY (1975)
 NC1025
 NC1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NC1025'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 NC1025'CONDITION.  AZIMUTH MARK WAS NOT FOUND.  IT WAS REPORTED NOT
 NC1025'FOUND IN 1964 ALSO, AND WAS NOT VISIBLE FROM GROUND WHEN
 NC1025'ESTABLISHED IN 1935.  DISTANCE AND ANGLES TO REFERENCE MARKS
 NC1025'WERE NOT CHECKED.  STATION IS IN A HEAVILY-WOODED AREA AND
 NC1025'COMPLETELY BLOCKED.
 NC1025'
 NC1025'STATION IS LOCATED ON A ROCKY SUMMIT OF A HILL, 5 FEET NORTH OF
 NC1025'A METAL WITNESS POST AND 16 FEET SOUTH OF THE SOUTH END OF A
 NC1025'LARGE ROCK.  STATION MARK IS A STANDARD DISK STAMPED CLARE
 NC1025'1935, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 NC1025'PROJECTING 6 INCHES FROM GROUND.
 NC1025'
 NC1025'RM NO. 1 IS A STANDARD DISK STAMPED CLARE NO 1 1935, CEMENTED
 NC1025'IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 5 FEET FROM
 NC1025'GROUND.  IT IS SOUTHWEST FROM A WITNESS SIGN NAILED ONTO A TREE.
 NC1025'
 NC1025'RM NO. 2 IS A STANDARD DISK STAMPED CLARE NO 2 1935, CEMENTED
 NC1025'IN A DRILL HOLE IN THE SOUTH END OF A LARGE BEDROCK OUTCROP
 NC1025'THAT PROJECTS 4 FEET FROM GROUND.
 NC1025'
 NC1025'TO REACH STATION FROM THE INTERSECTION OF NY RTE. 17 AND SOUTH
 NC1025'FIRST STREET IN ALLEGANY, GO SOUTHWEST ON SOUTH FIRST STREET
 NC1025'FOR 0.35 MILE TO A FORK AT SOUTH END OF A BRIDGE.  TAKE LEFT
 NC1025'FORK AND GO SOUTH ON WEST RIVER ROAD FOR 1.35 MILES TO A T-ROAD
 NC1025'RIGHT.  GO RIGHT ON WEST BRANCH ROAD FOR 0.6 MILE TO FORK.  TAKE
 NC1025'RIGHT FORK AND GO SOUTHWEST AND WEST FOR 1.85 MILES TO SIDE
 NC1025'ROAD LEFT.  TURN LEFT ON RICHARDS ROAD AND GO 0.7 MILE TO OLD
 NC1025'FARM HOUSE AND BARN ON RIGHT.  TURN RIGHT, PAST THESE
 NC1025'BUILDINGS, AND FOLLOW JEEP TRAIL UPHILL FOR 0.1 MILE TO HUNTING
 NC1025'CABIN ON RIGHT.  FROM HERE PACK WESTERLY ALONG OLD JEEP
 NC1025'TRAIL ABOUT 1/2-MILE TO THE SECOND HIGHLAND, THEN GO
 NC1025'NORTH, THROUGH AN AREA OF HOUSE-SIZED BOULDERS FOR ABOUT 0.2
 NC1025'MILE TO TOP OF HILL AND STATION.
 NC1025'
 NC1025'NOTE--THE ROUTE TO REACH STATION IN 1964 WAS NOT CHECKED AT
 NC1025'THIS TIME, SO IT IS NOT KNOWN IF IT IS STILL POSSIBLE TO DRIVE
 NC1025'TO STATION.
 NC1025'
 NC1025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1025'3-3/4 MILES SOUTHWEST OF ALLEGANY.
 NC1025
 NC1025                          STATION RECOVERY (2002)
 NC1025
 NC1025'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1173 ***********************************************************************
 NC1173  DESIGNATION -  CLARENCE CHURCH OF CHRIST SP
 NC1173  PID         -  NC1173
 NC1173  STATE/COUNTY-  NY/ERIE
 NC1173  USGS QUAD   -  ORCHARD PARK (1965)
 NC1173
 NC1173                         *CURRENT SURVEY CONTROL
 NC1173  ___________________________________________________________________
 NC1173* NAD 83(1996)-  42 59 32.00667(N)    078 38 29.59993(W)     ADJUSTED  
 NC1173* NAVD 88     -                                                        
 NC1173  ___________________________________________________________________
 NC1173  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NC1173  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 NC1173
 NC1173  HORZ ORDER  -  THIRD
 NC1173
 NC1173.The horizontal coordinates were established by classical geodetic methods
 NC1173.and adjusted by the National Geodetic Survey in January 1999..
 NC1173
 NC1173
 NC1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1173
 NC1173.The geoid height was determined by GEOID03.
 NC1173
 NC1173;                    North         East     Units Scale Factor Converg.
 NC1173;SPC NY W     -   332,307.880   345,252.203   MT  0.99993778   -0 02 22.9
 NC1173;SPC NY W     - 1,090,246.77  1,132,714.94   sFT  0.99993778   -0 02 22.9
 NC1173;UTM  17      - 4,762,650.351   692,261.053   MT  1.00005476   +1 36 31.4
 NC1173
 NC1173                          SUPERSEDED SURVEY CONTROL
 NC1173
 NC1173  NAD 83(1986)-  42 59 32.01321(N)    078 38 29.59745(W) AD(       ) 4
 NC1173  NAD 27      -  42 59 31.80250(N)    078 38 30.49515(W) AD(       ) 3
 NC1173
 NC1173.Superseded values are not recommended for survey control.
 NC1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1173.See file dsdata.txt to determine how the superseded data were derived.
 NC1173
 NC1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9226162650(NAD 83)
 NC1173_MARKER: 90 = CHURCH SPIRE
 NC1173
 NC1173  HISTORY     - Date     Condition        Report By
 NC1173  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1173  HISTORY     - 1983     GOOD             USPSQD
 NC1173  HISTORY     - 1989     GOOD             USPSQD
 NC1173  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 NC1173  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 NC1173
 NC1173                          STATION DESCRIPTION
 NC1173
 NC1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1173'STATION IS APEX OF THE CLARENCE CHURCH OF CHRIST SPIRE.  IT IS
 NC1173'A WHITE SPEAR SHAPED SPIRE 50 FEET HIGH ATOP A MULTIPLE COLORED
 NC1173'BRICK CHURCH BUILDING.
 NC1173'
 NC1173'STATION IS LOCATED JUST SOUTH OF THE INTERSECTION OF OLD
 NC1173'GOODRICH AND TOWN PL ROADS IN CLARENCE.
 NC1173
 NC1173                          STATION RECOVERY (1983)
 NC1173
 NC1173'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1173'CHURCH SPIRE RECOVERED GOOD.
 NC1173'
 NC1173'DESCRIPTION ACCURATE.
 NC1173
 NC1173                          STATION RECOVERY (1989)
 NC1173
 NC1173'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1173'RECOVERED IN GOOD CONDITION.
 NC1173
 NC1173                          STATION RECOVERY (1991)
 NC1173
 NC1173'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 NC1173'MARK NOT FOUND.
 NC1173
 NC1173                          STATION RECOVERY (2004)
 NC1173
 NC1173'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 NC1173'NEW CLARENCE CHURCH OF CHRIST BUILT ON SAME SITE WITHOUT A SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0570 ***********************************************************************
 OG0570  DESIGNATION -  CLARENCE NATIONAL GYPSUM TANK
 OG0570  PID         -  OG0570
 OG0570  STATE/COUNTY-  NY/ERIE
 OG0570  USGS QUAD   -  
 OG0570
 OG0570                         *CURRENT SURVEY CONTROL
 OG0570  ___________________________________________________________________
 OG0570* NAD 83(1996)-  43 00 06.47395(N)    078 40 16.80345(W)     ADJUSTED  
 OG0570* NAVD 88     -                                                        
 OG0570  ___________________________________________________________________
 OG0570  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 OG0570  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OG0570
 OG0570  HORZ ORDER  -  THIRD
 OG0570
 OG0570.The horizontal coordinates were established by classical geodetic methods
 OG0570.and adjusted by the National Geodetic Survey in January 1999..
 OG0570
 OG0570
 OG0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0570
 OG0570.The geoid height was determined by GEOID03.
 OG0570
 OG0570;                    North         East     Units Scale Factor Converg.
 OG0570;SPC NY W     -   333,373.555   342,824.974   MT  0.99993813   -0 03 36.1
 OG0570;SPC NY W     - 1,093,743.07  1,124,751.60   sFT  0.99993813   -0 03 36.1
 OG0570;UTM  17      - 4,763,645.868   689,803.897   MT  1.00004321   +1 35 19.2
 OG0570
 OG0570                          SUPERSEDED SURVEY CONTROL
 OG0570
 OG0570  NAD 83(1986)-  43 00 06.48042(N)    078 40 16.80103(W) AD(       ) 4
 OG0570  NAD 27      -  43 00 06.27045(N)    078 40 17.69437(W) AD(       ) 3
 OG0570
 OG0570.Superseded values are not recommended for survey control.
 OG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0570.See file dsdata.txt to determine how the superseded data were derived.
 OG0570
 OG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8980463646(NAD 83)
 OG0570_MARKER: 53 = ELEVATED TANK
 OG0570_SETTING: 0 = UNSPECIFIED SETTING
 OG0570
 OG0570  HISTORY     - Date     Condition        Report By
 OG0570  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0570  HISTORY     - 1983     GOOD             USPSQD
 OG0570  HISTORY     - 1989     GOOD             USPSQD
 OG0570  HISTORY     - 19910615 GOOD             USPSQD
 OG0570  HISTORY     - 19950608 GOOD             USPSQD
 OG0570  HISTORY     - 20010331 GOOD             NGS
 OG0570
 OG0570                          STATION DESCRIPTION
 OG0570
 OG0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0570'STATION IS THE VENT ATOP THE NATIONAL GYPSUM COMPANY TANK.  IT
 OG0570'IS A 4 LEGGED SILVER TANK 130 FEET HIGH WITH NATIONAL GYPSUM CO
 OG0570'PAINTED ON THE SOUTH SIDE.
 OG0570'
 OG0570'STATION IS LOCATED AT THE NATIONAL GYPSUM COMPANY PLANT IN
 OG0570'CLARENCE.
 OG0570
 OG0570                          STATION RECOVERY (1983)
 OG0570
 OG0570'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 OG0570'CLARENCE NAT GYPSUM TANK DESCRIPTION ACCURATE RECOVERED GOOD.
 OG0570
 OG0570                          STATION RECOVERY (1989)
 OG0570
 OG0570'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 OG0570'RECOVERED IN GOOD CONDITION.
 OG0570
 OG0570                          STATION RECOVERY (1991)
 OG0570
 OG0570'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 OG0570'RECOVERED IN GOOD CONDITION.
 OG0570
 OG0570                          STATION RECOVERY (1995)
 OG0570
 OG0570'RECOVERY NOTE BY US POWER SQUADRON 1995
 OG0570'RECOVERED IN GOOD CONDITION.
 OG0570
 OG0570                          STATION RECOVERY (2001)
 OG0570
 OG0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1088 ***********************************************************************
 NC1088  DESIGNATION -  CLARENCE PINEHILL MICROWAVE
 NC1088  PID         -  NC1088
 NC1088  STATE/COUNTY-  NY/ERIE
 NC1088  USGS QUAD   -  EAST AURORA (1965)
 NC1088
 NC1088                         *CURRENT SURVEY CONTROL
 NC1088  ___________________________________________________________________
 NC1088* NAD 83(1996)-  42 58 03.00807(N)    078 34 18.97122(W)     ADJUSTED  
 NC1088* NAVD 88     -                                                        
 NC1088  ___________________________________________________________________
 NC1088  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 NC1088  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NC1088
 NC1088  HORZ ORDER  -  THIRD
 NC1088
 NC1088.The horizontal coordinates were established by classical geodetic methods
 NC1088.and adjusted by the National Geodetic Survey in January 1999..
 NC1088
 NC1088
 NC1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1088
 NC1088.The geoid height was determined by GEOID03.
 NC1088
 NC1088;                    North         East     Units Scale Factor Converg.
 NC1088;SPC NY W     -   329,560.063   350,929.744   MT  0.99993751   +0 00 28.0
 NC1088;SPC NY W     - 1,081,231.64  1,151,342.00   sFT  0.99993751   +0 00 28.0
 NC1088;UTM  17      - 4,760,066.619   698,016.026   MT  1.00008239   +1 39 19.7
 NC1088
 NC1088                          SUPERSEDED SURVEY CONTROL
 NC1088
 NC1088  NAD 83(1986)-  42 58 03.01477(N)    078 34 18.96868(W) AD(       ) 4
 NC1088  NAD 27      -  42 58 02.80220(N)    078 34 19.87717(W) AD(       ) 3
 NC1088
 NC1088.Superseded values are not recommended for survey control.
 NC1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1088.See file dsdata.txt to determine how the superseded data were derived.
 NC1088
 NC1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9801660067(NAD 83)
 NC1088_MARKER: 45 = MICROWAVE TOWER
 NC1088
 NC1088  HISTORY     - Date     Condition        Report By
 NC1088  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1088  HISTORY     - 1989     GOOD             USPSQD
 NC1088  HISTORY     - 19910902 GOOD             USPSQD
 NC1088  HISTORY     - 19950609 GOOD             USPSQD
 NC1088  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 NC1088
 NC1088                          STATION DESCRIPTION
 NC1088
 NC1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1088'THE STATION IS THE TOP CENTER OF A 3 LEGGED UNPAINTED TOWER WITH
 NC1088'A REFLECTOR ON THE SOUTHWEST SIDE.  IT IS 125 FEET TALL AND
 NC1088'OWNED BY PINEHILL CONCRETE MIX CORPORATION.
 NC1088'
 NC1088'IT IS LOCATED SOUTHEAST OF THE INTERSECTION OF BILLO ROAD
 NC1088'AND STAGE ROAD IN CLARENCE.
 NC1088
 NC1088                          STATION RECOVERY (1989)
 NC1088
 NC1088'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1088'RECOVERED IN GOOD CONDITION.
 NC1088
 NC1088                          STATION RECOVERY (1991)
 NC1088
 NC1088'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 NC1088'RECOVERED IN GOOD CONDITION.
 NC1088
 NC1088                          STATION RECOVERY (1995)
 NC1088
 NC1088'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1088'RECOVERED IN GOOD CONDITION.
 NC1088
 NC1088                          STATION RECOVERY (2004)
 NC1088
 NC1088'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 NC1088'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1081 ***********************************************************************
 NC1081  DESIGNATION -  CLARENCE STANDPIPE
 NC1081  PID         -  NC1081
 NC1081  STATE/COUNTY-  NY/ERIE
 NC1081  USGS QUAD   -  EAST AURORA (1965)
 NC1081
 NC1081                         *CURRENT SURVEY CONTROL
 NC1081  ___________________________________________________________________
 NC1081* NAD 83(1996)-  42 58 15.82164(N)    078 34 51.55072(W)     ADJUSTED  
 NC1081* NAVD 88     -                                                        
 NC1081  ___________________________________________________________________
 NC1081  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 NC1081  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1081
 NC1081  HORZ ORDER  -  THIRD
 NC1081
 NC1081.The horizontal coordinates were established by classical geodetic methods
 NC1081.and adjusted by the National Geodetic Survey in January 1999..
 NC1081
 NC1081
 NC1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1081
 NC1081.The geoid height was determined by GEOID03.
 NC1081
 NC1081;                    North         East     Units Scale Factor Converg.
 NC1081;SPC NY W     -   329,955.391   350,191.456   MT  0.99993750   +0 00 05.8
 NC1081;SPC NY W     - 1,082,528.65  1,148,919.80   sFT  0.99993750   +0 00 05.8
 NC1081;UTM  17      - 4,760,440.608   697,266.568   MT  1.00007875   +1 38 57.8
 NC1081
 NC1081                          SUPERSEDED SURVEY CONTROL
 NC1081
 NC1081  NAD 83(1986)-  42 58 15.82815(N)    078 34 51.54809(W) AD(       ) 4
 NC1081  NAD 27      -  42 58 15.61602(N)    078 34 52.45445(W) AD(       ) 3
 NC1081
 NC1081.Superseded values are not recommended for survey control.
 NC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1081.See file dsdata.txt to determine how the superseded data were derived.
 NC1081
 NC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9726760441(NAD 83)
 NC1081_MARKER: 52 = STANDPIPE TANK
 NC1081
 NC1081  HISTORY     - Date     Condition        Report By
 NC1081  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1081  HISTORY     - 1983     GOOD             USPSQD
 NC1081  HISTORY     - 1989     GOOD             USPSQD
 NC1081  HISTORY     - 19910902 GOOD             USPSQD
 NC1081  HISTORY     - 19950609 GOOD             USPSQD
 NC1081  HISTORY     - 20040814 GOOD             USPSQD
 NC1081
 NC1081                          STATION DESCRIPTION
 NC1081
 NC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1081'THE STATION IS A SILVER METAL STANDPIPE 75 FEET HIGH.  IT IS
 NC1081'ABOUT 1 MILE SOUTHEAST OF THE TOWN OF CLARENCE AND 0.1 MILE EAST
 NC1081'OF THE JUNCTION OF SCHURR AND STAGE ROADS.
 NC1081'
 NC1081'A TAPE MEASUREMENT WAS MADE TO THE CENTER OF THE STANDPIPE,
 NC1081'DISTANCE BEING 48.87 FT. OR (14.896 M.) FROM TRIANGULATION
 NC1081'STATION WITNAUER.
 NC1081
 NC1081                          STATION RECOVERY (1983)
 NC1081
 NC1081'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1081'STAND PIPE RECOVERED GOOD.
 NC1081'
 NC1081'DESCRIPTION ACCURATE.
 NC1081
 NC1081                          STATION RECOVERY (1989)
 NC1081
 NC1081'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 NC1081'RECOVERED IN GOOD CONDITION.
 NC1081
 NC1081                          STATION RECOVERY (1991)
 NC1081
 NC1081'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLO)
 NC1081'RECOVERED IN GOOD CONDITION.
 NC1081
 NC1081                          STATION RECOVERY (1995)
 NC1081
 NC1081'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1081'RECOVERED IN GOOD CONDITION.
 NC1081
 NC1081                          STATION RECOVERY (2004)
 NC1081
 NC1081'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 NC1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0222 ***********************************************************************
 OE0222  DESIGNATION -  CLARK
 OE0222  PID         -  OE0222
 OE0222  STATE/COUNTY-  NY/FULTON
 OE0222  USGS QUAD   -  NORTHVILLE (1970)
 OE0222
 OE0222                         *CURRENT SURVEY CONTROL
 OE0222  ___________________________________________________________________
 OE0222* NAD 83(1986)-  43 12 44.     (N)    074 08 47.     (W)     SCALED    
 OE0222* NAVD 88     -       267.306  (meters)     876.99   (feet)  ADJUSTED  
 OE0222  ___________________________________________________________________
 OE0222  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OE0222  DYNAMIC HT  -         267.239 (meters)     876.77  (feet)  COMP
 OE0222  MODELED GRAV-     980,363.7   (mgal)                       NAVD 88
 OE0222
 OE0222  VERT ORDER  -  SECOND    CLASS II
 OE0222
 OE0222.The horizontal coordinates were scaled from a topographic map and have
 OE0222.an estimated accuracy of +/- 6 seconds.
 OE0222
 OE0222.The orthometric height was determined by differential leveling
 OE0222.and adjusted by the National Geodetic Survey in June 1991..
 OE0222
 OE0222.The geoid height was determined by GEOID03.
 OE0222
 OE0222.The dynamic height is computed by dividing the NAVD 88
 OE0222.geopotential number by the normal gravity value computed on the
 OE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0222.degrees latitude (g = 980.6199 gals.).
 OE0222
 OE0222.The modeled gravity was interpolated from observed gravity values.
 OE0222
 OE0222;                    North         East    Units  Estimated Accuracy
 OE0222;SPC NY E     -   486,310.      178,730.      MT  (+/- 180 meters Scaled)
 OE0222
 OE0222                          SUPERSEDED SURVEY CONTROL
 OE0222
 OE0222  NGVD 29 (??/??/92)  267.427  (m)          877.38   (f) ADJ UNCH    2 0
 OE0222
 OE0222.Superseded values are not recommended for survey control.
 OE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0222.See file dsdata.txt to determine how the superseded data were derived.
 OE0222
 OE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN693847(NAD 83)
 OE0222_MARKER: DB = BENCH MARK DISK
 OE0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OE0222_SP_SET: CULVERT HEADWALL
 OE0222_STAMPING: CLARK 1955
 OE0222_MARK LOGO: CGS   
 OE0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0222+STABILITY: SURFACE MOTION
 OE0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE0222+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 OE0222
 OE0222  HISTORY     - Date     Condition        Report By
 OE0222  HISTORY     - 1955     MONUMENTED       CGS
 OE0222  HISTORY     - 2003     GOOD             NYDT
 OE0222  HISTORY     - 20041007 GOOD             USPSQD
 OE0222
 OE0222                          STATION DESCRIPTION
 OE0222
 OE0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OE0222'1.85 MI SE FROM NORTHVILLE.
 OE0222'ABOUT 1.85 MILES SOUTHEAST ALONG HADLEY ROAD FROM THE INTERSECTION OF
 OE0222'BRIDGE STREET IN NORTHVILLE, IN THE TOP OF THE NORTHWEST END OF THE
 OE0222'NORTHEAST HEADWALL OF A CONCRETE CULVERT, 21 FEET NORTHEAST OF THE
 OE0222'CENTER LINE OF THE ROAD, 24 FEET NORTHWEST OF THE CENTER LINE OF A
 OE0222'DRIVE AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 OE0222
 OE0222                          STATION RECOVERY (2003)
 OE0222
 OE0222'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DLN)
 OE0222'RECOVERED AS DESCRIBED.
 OE0222
 OE0222                          STATION RECOVERY (2004)
 OE0222
 OE0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2102 ***********************************************************************
 PG2102  DESIGNATION -  CLARK
 PG2102  PID         -  PG2102
 PG2102  STATE/COUNTY-  NY/ESSEX
 PG2102  USGS QUAD   -  
 PG2102
 PG2102                         *CURRENT SURVEY CONTROL
 PG2102  ___________________________________________________________________
 PG2102* NAD 83(1996)-  44 22 44.87111(N)    073 48 28.36983(W)     ADJUSTED  
 PG2102* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 PG2102  ___________________________________________________________________
 PG2102  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 PG2102  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 PG2102
 PG2102  HORZ ORDER  -  SECOND
 PG2102
 PG2102.The horizontal coordinates were established by classical geodetic methods
 PG2102.and adjusted by the National Geodetic Survey in January 1999..
 PG2102
 PG2102.The orthometric height was scaled from a topographic map.
 PG2102
 PG2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2102
 PG2102.The geoid height was determined by GEOID03.
 PG2102
 PG2102;                    North         East     Units Scale Factor Converg.
 PG2102;SPC NY E     -   616,119.574   205,152.072   MT  0.99993740   +0 29 02.7
 PG2102;SPC NY E     - 2,021,385.64    673,069.76   sFT  0.99993740   +0 29 02.7
 PG2102;UTM  18      - 4,914,674.504   594,966.560   MT  0.99971091   +0 50 01.8
 PG2102
 PG2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2102!SPC NY E     -   0.99993000  x   0.99993740  =   0.99986741
 PG2102!UTM  18      -   0.99993000  x   0.99971091  =   0.99964093
 PG2102
 PG2102|---------------------------------------------------------------------|
 PG2102| PID    Reference Object                     Distance      Geod. Az  |
 PG2102|                                                           dddmmss.s |
 PG2102| DA4961 CLARK RM 2                            6.305 METERS 00211     |
 PG2102| DA4960 CLARK RM 1                            5.629 METERS 27610     |
 PG2102| PG2101 TT 62 MC                            APPROX. 1.7 KM 3144851.7 |
 PG2102|---------------------------------------------------------------------|
 PG2102
 PG2102                          SUPERSEDED SURVEY CONTROL
 PG2102
 PG2102  NAD 83(1996)-  44 22 44.87610(N)    073 48 28.37085(W) AD(       ) 2
 PG2102  NAD 83(1992)-  44 22 44.87657(N)    073 48 28.37344(W) AD(       ) 2
 PG2102  NAD 83(1986)-  44 22 44.87905(N)    073 48 28.37376(W) AD(       ) 2
 PG2102  NAD 27      -  44 22 44.70100(N)    073 48 29.85700(W) AD(       ) 2
 PG2102
 PG2102.Superseded values are not recommended for survey control.
 PG2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2102.See file dsdata.txt to determine how the superseded data were derived.
 PG2102
 PG2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9496714675(NAD 83)
 PG2102
 PG2102  HISTORY     - Date     Condition        Report By
 PG2102  HISTORY     - 1942     MONUMENTED       CGS
 PG2102  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 PG2102
 PG2102                          STATION DESCRIPTION
 PG2102
 PG2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2102'STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY WOODED HILL
 PG2102'ABOUT 0.75 MILE SE OF THE TOWN OF WILMINGTON.  IT IS 14.5 FEET
 PG2102'SSW OF A TRIANGULAR-BLAZED TREE, 12 FEET S BY E OF A
 PG2102'TRIANGULAR-BLAZED TREE AND 11 FEET N BY W OF A TRIANGULAR-BLAZED
 PG2102'TREE.  IT IS STAMPED CLARK 1942.
 PG2102'
 PG2102'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 PG2102'IN OUTCROPPING BEDROCK.
 PG2102'
 PG2102'REFERENCE MARK NO.1 IS WSW OF THE STATION AND 16 FEET N BY W
 PG2102'OF A TRIANGULAR-BLAZED TREE.  IT IS STAMPED CLARK NO. 1 1942.
 PG2102'
 PG2102'REFERENCE MARK NO.2 IS NW OF THE STATION, 16.5 FEET NNW OF A
 PG2102'TRIANGULAR-BLAZED TREE AND 10 FEET NNW OF A TRIANGULAR-BLAZED
 PG2102'TREE.  IT IS STAMPED CLARK NO. 2 1942.
 PG2102'
 PG2102'STATION TT 62 MC 1942 (U.S.G.S.) IS USED AS AN AZIMUTH
 PG2102'MARK.  IT IS W BY N OF THE STATION, ABOUT 50 YARDS WSW OF THE
 PG2102'JUNCTION OF N.Y. STATE HIGHWAYS 86 AND 431 AND 40 FEET S OF THE
 PG2102'CENTER LINE OF HIGHWAY 431.  IT IS A BRONZE U.S.G.S. DISK SET IN
 PG2102'A DRILL HOLE IN A 6-FOOT BY 6-FOOT BOULDER THAT PROJECTS ABOUT 1
 PG2102'FOOT.  IT IS STAMPED TT 62 MC 1942.
 PG2102'
 PG2102'TO REACH THE STATION FROM THE JUNCTION OF N.Y. STATE HIGHWAYS
 PG2102'86 AND 431 IN WILMINGTON, GO E ON HIGHWAY 86 FOR 0.35 MILE TO
 PG2102'A MACADAM ROAD ON THE RIGHT.  THEN RIGHT ( S ) FOR 0.35 MILE TO
 PG2102'A GRAVEL ROAD ON THE LEFT.  THEN LEFT (E) FOR 0.35 MILE TO A DIRT
 PG2102'ROAD ON THE RIGHT.  THEN RIGHT FOR 0.35 MILE TO A SMALL CLEARING
 PG2102'ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK TO THE HIGHEST
 PG2102'POINT OF HILL AND STATION.  15-MINUTE PACK.
 PG2102
 PG2102                          STATION RECOVERY (1972)
 PG2102
 PG2102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 PG2102'RECOVERED BY JOHN DEMING, LAND SURVEYOR.
 PG2102'
 PG2102'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 PG2102'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, THE SITE IS OVERGROWN
 PG2102'WITH TREES.  TO REACH THE STATION, PROCEED FROM JUNCTION NEW
 PG2102'YORK ROUTE 86 AND SPRINGFIELD ROAD, GO SOUTH 3/10 MILE TO QUAKER
 PG2102'MTN. ROAD TO LEFT, GO EAST 3/10 MILE TO DIRT ROAD ON THE RIGHT,
 PG2102'GO SOUTH 4/10 MILE TO DIRT TRACK ON THE LEFT TO NORTHEAST,
 PG2102'GO 3/10 MILE ON DIRT TRACK TO TOP OF MOUNTAIN AND STATION ON
 PG2102'RIGHT, N 30 DEG W 15 FEET OF 10 INCH OAK WITH METAL WITNESS
 PG2102'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2232 ***********************************************************************
 MZ2232  DESIGNATION -  CLARK
 MZ2232  PID         -  MZ2232
 MZ2232  STATE/COUNTY-  NY/COLUMBIA
 MZ2232  USGS QUAD   -  RAVENA (1980)
 MZ2232
 MZ2232                         *CURRENT SURVEY CONTROL
 MZ2232  ___________________________________________________________________
 MZ2232* NAD 83(1996)-  42 23 56.78597(N)    073 46 53.95951(W)     ADJUSTED  
 MZ2232* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2232  ___________________________________________________________________
 MZ2232  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MZ2232  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ2232
 MZ2232  HORZ ORDER  -  THIRD
 MZ2232
 MZ2232.The horizontal coordinates were established by classical geodetic methods
 MZ2232.and adjusted by the National Geodetic Survey in January 1999..
 MZ2232
 MZ2232.The orthometric height was scaled from a topographic map.
 MZ2232
 MZ2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2232
 MZ2232.The geoid height was determined by GEOID03.
 MZ2232
 MZ2232;                    North         East     Units Scale Factor Converg.
 MZ2232;SPC NY E     -   396,177.283   209,136.281   MT  0.99994301   +0 29 03.8
 MZ2232;SPC NY E     - 1,299,791.64    686,141.28   sFT  0.99994301   +0 29 03.8
 MZ2232;UTM  18      - 4,694,809.078   600,268.146   MT  0.99972370   +0 49 17.7
 MZ2232
 MZ2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2232!SPC NY E     -   1.00000451  x   0.99994301  =   0.99994752
 MZ2232!UTM  18      -   1.00000451  x   0.99972370  =   0.99972820
 MZ2232
 MZ2232|---------------------------------------------------------------------|
 MZ2232| PID    Reference Object                     Distance      Geod. Az  |
 MZ2232|                                                           dddmmss.s |
 MZ2232| MZ2211 STUYVESANT DIKE 3                   391.429 METERS 00619     |
 MZ2232| MZ2205 SAND DOCK                           APPROX. 1.0 KM 1904819.6 |
 MZ2232| MZ2189 SCOTT                               APPROX. 0.8 KM 2293203.2 |
 MZ2232|---------------------------------------------------------------------|
 MZ2232
 MZ2232                          SUPERSEDED SURVEY CONTROL
 MZ2232
 MZ2232  NAD 83(1996)-  42 23 56.78676(N)    073 46 53.96159(W) AD(       ) 3
 MZ2232  NAD 83(1996)-  42 23 56.78694(N)    073 46 53.96151(W) AD(       ) 3
 MZ2232  NAD 83(1992)-  42 23 56.78735(N)    073 46 53.96119(W) AD(       ) 3
 MZ2232  NAD 83(1992)-  42 23 56.78844(N)    073 46 53.95991(W) AD(       ) 3
 MZ2232  NAD 83(1986)-  42 23 56.78849(N)    073 46 53.95948(W) AD(       ) 3
 MZ2232  NAD 27      -  42 23 56.49100(N)    073 46 55.51300(W) AD(       ) 3
 MZ2232
 MZ2232.Superseded values are not recommended for survey control.
 MZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2232.See file dsdata.txt to determine how the superseded data were derived.
 MZ2232
 MZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0026894809(NAD 83)
 MZ2232
 MZ2232  HISTORY     - Date     Condition        Report By
 MZ2232  HISTORY     - 1923     MONUMENTED       USE
 MZ2232  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2232
 MZ2232                          STATION DESCRIPTION
 MZ2232
 MZ2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2232'ON THE E SIDE OF THE HUDSON RIVER ON THE FIRST DOCK S OF
 MZ2232'STUYVESANT LIGHT, MARKED BY A STANDARD U.S.E. CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0686 ***********************************************************************
 OG0686  DESIGNATION -  CLARK 2
 OG0686  PID         -  OG0686
 OG0686  STATE/COUNTY-  NY/ERIE
 OG0686  USGS QUAD   -  
 OG0686
 OG0686                         *CURRENT SURVEY CONTROL
 OG0686  ___________________________________________________________________
 OG0686* NAD 83(1996)-  43 03 44.09055(N)    078 56 42.86567(W)     ADJUSTED  
 OG0686* NAVD 88     -       175.8    (meters)     577.     (feet)  VERTCON   
 OG0686  ___________________________________________________________________
 OG0686  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OG0686  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OG0686
 OG0686  HORZ ORDER  -  THIRD
 OG0686
 OG0686.The horizontal coordinates were established by classical geodetic methods
 OG0686.and adjusted by the National Geodetic Survey in January 1999..
 OG0686
 OG0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0686
 OG0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0686
 OG0686.The geoid height was determined by GEOID03.
 OG0686
 OG0686;                    North         East     Units Scale Factor Converg.
 OG0686;SPC NY W     -   340,148.435   320,521.378   MT  0.99994819   -0 14 49.6
 OG0686;SPC NY W     - 1,115,970.32  1,051,577.22   sFT  0.99994819   -0 14 49.6
 OG0686;UTM  17      - 4,769,776.217   667,313.384   MT  0.99994438   +1 24 11.9
 OG0686
 OG0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0686!SPC NY W     -   0.99997800  x   0.99994819  =   0.99992619
 OG0686!UTM  17      -   0.99997800  x   0.99994438  =   0.99992238
 OG0686
 OG0686:                Primary Azimuth Mark                     Grid Az
 OG0686:SPC NY W     -  H 65 NY                                  117 21 57.0
 OG0686:UTM  17      -  H 65 NY                                  115 42 55.5
 OG0686
 OG0686|---------------------------------------------------------------------|
 OG0686| PID    Reference Object                     Distance      Geod. Az  |
 OG0686|                                                           dddmmss.s |
 OG0686| OG0679 H 65 NY                             APPROX. 1.8 KM 1170707.4 |
 OG0686| CZ9226 CLARK RM 3 AZIMUTH                                 1802405.1 |
 OG0686| CZ9224 CLARK RM 1                           43.364 METERS 20129     |
 OG0686| CZ9227 CLARK 2 RM 4                         15.362 METERS 26333     |
 OG0686| OG0656 CLARK                                 5.237 METERS 27939     |
 OG0686| CZ9225 CLARK RM 2                           22.905 METERS 33220     |
 OG0686|---------------------------------------------------------------------|
 OG0686
 OG0686                          SUPERSEDED SURVEY CONTROL
 OG0686
 OG0686  NAD 83(1986)-  43 03 44.09651(N)    078 56 42.86326(W) AD(       ) 3
 OG0686  NAD 27      -  43 03 43.89410(N)    078 56 43.71934(W) AD(       ) 3
 OG0686  NGVD 29 (07/19/86)  176.0    (m)          577.     (f) VERT ANG       
 OG0686
 OG0686.Superseded values are not recommended for survey control.
 OG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0686.See file dsdata.txt to determine how the superseded data were derived.
 OG0686
 OG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6731369776(NAD 83)
 OG0686_MARKER: DH = HORIZONTAL CONTROL DISK
 OG0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0686
 OG0686  HISTORY     - Date     Condition        Report By
 OG0686  HISTORY     - 1979     MONUMENTED       NGS
 OG0686  HISTORY     - 1980     GOOD             NOS
 OG0686
 OG0686                          STATION DESCRIPTION
 OG0686
 OG0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OG0686'THE STATION IS LOCATED ON GRAND ISLAND ON PROPERTY OWNED BY THE TOWN
 OG0686'OF GRAND ISLAND.  IT IS ALONG THE NORTH SHORE OF GRAND ISLAND.
 OG0686'
 OG0686'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 190 AND EAST
 OG0686'RIVER ROAD, GO EAST ON EAST RIVER ROAD FOR 4.5 MILES TO A GATE ON
 OG0686'THE LEFT AND STONY POINT ROAD ON THE RIGHT.  TURN LEFT AND PASS
 OG0686'THROUGH A CHAIN GATE AND GO NORTH 200 FEET NORTH TO THE STATION AS
 OG0686'DESCRIBED.
 OG0686'
 OG0686'THE STATION MARKS ARE STANDARD DISKS STAMPED---CLARK 2 1979---.  THE
 OG0686'SURFACE MARK IS SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE POST
 OG0686'1 INCH BELOW THE GROUND SURFACE.  THERE ARE SEVERAL REBARS IMBEDDED
 OG0686'IN THE SURFACE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 OG0686'MASS OF CONCRETE 4 FEET BELOW THE GROUND SURFACE.  IT HAS A 4 INCH
 OG0686'REBAR IMBEDDED IN THE CONCRETE.  THE STATION MARK IS 199 FEET NORTH
 OG0686'OF THE CENTERLINE OF FAST RIVER ROAD, 169 FEET NORTH OF A LIGHT POLE,
 OG0686'62 FEET SOUTHEAST OF A POWER POLE, 57 FEET EAST OF POWER POLE 93,
 OG0686'AND 1.8 FEET SOUTH OF A METAL WITNESS POST.
 OG0686'
 OG0686'REFERENCE MARK NUMBER 1 IS A STANDARD DISK SET IN THE TOP OF A 12
 OG0686'INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE DISK IS
 OG0686'STAMPED---CLARK NO 1 1972---AND THERE IS A METAL REBAR DRIVEN IN
 OG0686'ADJACENT TO THE MONUMENT.  THE MARK IS 60.5 FEET WEST NORTHWEST OF
 OG0686'A LIGHT POLE, 55 FEET NORTH OF THE CENTERLINE OF EAST RIVER ROAD, AND
 OG0686'1.0 FOOT EAST NORTHEAST OF POLE 5158R.
 OG0686'
 OG0686'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED---CLARK NO 2
 OG0686'1972---SET IN THE TOP OF A CONCRETE PAD THAT MEASURES 16 BY 23
 OG0686'FEET.  THIS PAD AND MARK ARE TO BE COVERED WITH ABOUT ONE FOOT OF
 OG0686'DIRT AND SEEDED SHORTLY.  IT IS 17.9 FEET NORTHWEST OF A POWER POLE,
 OG0686'14.9 FEET SOUTH OF THE HANDLE TO THE ACCESS COVER FOR THE PAD, 5.5
 OG0686'FEET NORTH OF THE SOUTH EDGE OF THE PAD, AND 1.0 FEET WEST OF THE
 OG0686'EAST EDGE OF THE PAD.
 OG0686'
 OG0686'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED---CLARK NO 3
 OG0686'1972---SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES BELOW TH
 OG0686'GROUND SURFACE.  A METAL REBAR WAS DRIVEN IN ALONGSIDE THE
 OG0686'MONUMENT.  IT IS LOCATED ABOUT 0.4 MILE SOUTH OF THE STATION ON
 OG0686'THE WEST SIDE OF STONY POINT ROAD.  IT IS 75.4 FEET NORTH OF A FIRE
 OG0686'HYDRANT, 24.5 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY LEADING TO
 OG0686'HOUSE NUMBER 3470, 16.0 FEET WEST OF THE CENTERLINE OF STONY POINT
 OG0686'ROAD, AND 12.3 FEET SOUTHEAST OF POLE 1636.
 OG0686'
 OG0686'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED---CLARK 2 NO 4
 OG0686'1979---CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE LID WITH A
 OG0686'METAL HATCH ON THE EAST SIDE.  IT IS 21.8 FEET SOUTH OF POLE 93, 72
 OG0686'FEET SOUTH OF A POLE, AND 17.1 FEET NORTH OF A 5 INCH BIRCH.
 OG0686
 OG0686                          STATION RECOVERY (1980)
 OG0686
 OG0686'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0686'THE STATION WAS DISCOVERED WHILE LOOKING FOR CLARK WHICH IS
 OG0686'PRESUMED TO BE LOST.  THE G P WAS OBTAINED THROUGH NGS ROCKVILLE
 OG0686'WHILE AN EXACT DESCRIPTION WAS NOT AVAILABLE AT THE TIME.  THE
 OG0686'STATION IS IN AN AREA WHICH COULD BE DISTURBED BY CONSTRUCTION IN
 OG0686'THE NEXT YEAR.  THE CONSTRUCTION COMPANY WAS NOTIFIED AND IMPLIED
 OG0686'THEIR PERSONNEL WOULD MAKE EVERY EFFORT TO SAVE THE MONUMENT.
 OG0686'
 OG0686'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.61 METERS.
 OG0686'
 OG0686'RECOVERED BY B DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2051 ***********************************************************************
 PG2051  DESIGNATION -  CLARKE USLS 1930
 PG2051  PID         -  PG2051
 PG2051  STATE/COUNTY-  NY/ESSEX
 PG2051  USGS QUAD   -  
 PG2051
 PG2051                         *CURRENT SURVEY CONTROL
 PG2051  ___________________________________________________________________
 PG2051* NAD 83(1996)-  44 19 37.93787(N)    073 21 04.02441(W)     ADJUSTED  
 PG2051* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 PG2051  ___________________________________________________________________
 PG2051  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 PG2051  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PG2051
 PG2051  HORZ ORDER  -  THIRD
 PG2051
 PG2051.The horizontal coordinates were established by classical geodetic methods
 PG2051.and adjusted by the National Geodetic Survey in January 1999..
 PG2051
 PG2051.The orthometric height was scaled from a topographic map.
 PG2051
 PG2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2051
 PG2051.The geoid height was determined by GEOID03.
 PG2051
 PG2051;                    North         East     Units Scale Factor Converg.
 PG2051;SPC NY E     -   610,759.179   241,630.527   MT  1.00000323   +0 48 10.2
 PG2051;SPC NY E     - 2,003,799.07    792,749.49   sFT  1.00000323   +0 48 10.2
 PG2051;SPC VT       -   203,349.031   432,113.717   MT  1.00002094   -0 35 41.1
 PG2051;UTM  18      - 4,909,537.870   631,469.429   MT  0.99981257   +1 09 08.4
 PG2051
 PG2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2051!SPC NY E     -   0.99999628  x   1.00000323  =   0.99999951
 PG2051!SPC VT       -   0.99999628  x   1.00002094  =   1.00001722
 PG2051!UTM  18      -   0.99999628  x   0.99981257  =   0.99980885
 PG2051
 PG2051:                Primary Azimuth Mark                     Grid Az
 PG2051:SPC NY E     -  BARBER HILL 1872                         109 23 28.7
 PG2051:SPC VT       -  BARBER HILL 1872                         110 47 20.0
 PG2051:UTM  18      -  BARBER HILL 1872                         109 02 30.5
 PG2051
 PG2051|---------------------------------------------------------------------|
 PG2051| PID    Reference Object                     Distance      Geod. Az  |
 PG2051|                                                           dddmmss.s |
 PG2051| PG2045 BARBER HILL 1872                    APPROX. 7.8 KM 1101138.9 |
 PG2051|---------------------------------------------------------------------|
 PG2051
 PG2051                          SUPERSEDED SURVEY CONTROL
 PG2051
 PG2051  NAD 83(1996)-  44 19 37.93786(N)    073 21 04.02439(W) AD(       ) 3
 PG2051  NAD 83(1992)-  44 19 37.93702(N)    073 21 04.02466(W) AD(       ) 3
 PG2051  NAD 83(1986)-  44 19 37.94613(N)    073 21 04.02655(W) AD(       ) 3
 PG2051  NAD 27      -  44 19 37.76000(N)    073 21 05.54000(W) AD(       ) 3
 PG2051
 PG2051.Superseded values are not recommended for survey control.
 PG2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2051.See file dsdata.txt to determine how the superseded data were derived.
 PG2051
 PG2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3146909538(NAD 83)
 PG2051_MARKER: DH = HORIZONTAL CONTROL DISK
 PG2051_SETTING: 80 = SET IN A BOULDER
 PG2051_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PG2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2051+STABILITY: SURFACE MOTION
 PG2051
 PG2051  HISTORY     - Date     Condition        Report By
 PG2051  HISTORY     - 1930     MONUMENTED       USLS
 PG2051
 PG2051                          STATION DESCRIPTION
 PG2051
 PG2051'DESCRIBED BY US LAKE SURVEY 1930
 PG2051'STATION IS ABOUT 1-1/4 MILES N OF ESSEX, ABOUT HALFWAY BETWEEN THE
 PG2051'MAIN HIGHWAY AND THE TOP OF LAKE BANK.  IT IS IN A PASTURE, ABOUT
 PG2051'630 FEET E OF THE E ROAD STONE FENCE, AND ABOUT 200 FEET W OF A
 PG2051'LARGE ROCK PILE.  IT IS ABOUT 110 FEET ABOVE LOW WATER (STANDARD LAKE
 PG2051'DATUM).  STATION BOULDER IS 2 BY 2 BY 1-1/2 FEET.
 PG2051'
 PG2051'STATION MARK IS A CROSS ON A STANDARD U.S. LAKE SURVEY DISK SET IN A
 PG2051'DRILL HOLE IN A BOULDER.  DISK IS STAMPED 60.
 PG2051'
 PG2051'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS
 PG2051'SET IN BOULDERS.  REFERENCE MARKS 2 AND 3 ARE FLUSH WITH THE GROUND.
 PG2051'R.M. BOULDERS ARE 2-1/2 BY 2 BY 1/2 FEET, 1-1/2 BY 1-1/2 FEET,
 PG2051'AND 1 FOOT BY 1 FOOT, RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2514 ***********************************************************************
 OF2514  DESIGNATION -  CLARKSON
 OF2514  PID         -  OF2514
 OF2514  STATE/COUNTY-  NY/MONROE
 OF2514  USGS QUAD   -  BROCKPORT (1978)
 OF2514
 OF2514                         *CURRENT SURVEY CONTROL
 OF2514  ___________________________________________________________________
 OF2514* NAD 83(1996)-  43 14 59.91341(N)    077 55 18.02353(W)     ADJUSTED  
 OF2514* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 OF2514  ___________________________________________________________________
 OF2514  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 OF2514  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF2514
 OF2514  HORZ ORDER  -  FIRST
 OF2514
 OF2514.The horizontal coordinates were established by classical geodetic methods
 OF2514.and adjusted by the National Geodetic Survey in January 1999..
 OF2514
 OF2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2514
 OF2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2514
 OF2514.The geoid height was determined by GEOID03.
 OF2514
 OF2514;                    North         East     Units Scale Factor Converg.
 OF2514;SPC NY W     -   361,151.991   403,729.893   MT  0.99997300   +0 27 12.1
 OF2514;SPC NY W     - 1,184,879.49  1,324,570.49   sFT  0.99997300   +0 27 12.1
 OF2514;UTM  18      - 4,792,720.126   262,820.469   MT  1.00029206   -2 00 10.1
 OF2514;UTM  17      - 4,793,176.810   749,897.310   MT  1.00036827   +2 06 37.1
 OF2514
 OF2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2514!SPC NY W     -   0.99998820  x   0.99997300  =   0.99996120
 OF2514!UTM  18      -   0.99998820  x   1.00029206  =   1.00028025
 OF2514!UTM  17      -   0.99998820  x   1.00036827  =   1.00035646
 OF2514
 OF2514:                Primary Azimuth Mark                     Grid Az
 OF2514:SPC NY W     -  CLARKSON AZ MK                           183 49 19.7
 OF2514:UTM  18      -  CLARKSON AZ MK                           186 16 41.9
 OF2514:UTM  17      -  CLARKSON AZ MK                           182 09 54.7
 OF2514
 OF2514|---------------------------------------------------------------------|
 OF2514| PID    Reference Object                     Distance      Geod. Az  |
 OF2514|                                                           dddmmss.s |
 OF2514| DE4781 CLARKSON AZ MK                                     1841631.8 |
 OF2514| DE4782 CLARKSON RM 1                        27.511 METERS 20232     |
 OF2514| DE4783 CLARKSON RM 2                        26.301 METERS 34030     |
 OF2514|---------------------------------------------------------------------|
 OF2514
 OF2514                          SUPERSEDED SURVEY CONTROL
 OF2514
 OF2514  NAD 83(1986)-  43 14 59.92017(N)    077 55 18.02251(W) AD(       ) 1
 OF2514  NAD 27      -  43 14 59.70395(N)    077 55 18.97554(W) AD(       ) 1
 OF2514  NGVD 29 (07/19/86)  111.0    (m)          364.     (f) VERT ANG       
 OF2514
 OF2514.Superseded values are not recommended for survey control.
 OF2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2514.See file dsdata.txt to determine how the superseded data were derived.
 OF2514
 OF2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6282092720(NAD 83)
 OF2514_MARKER: DS = TRIANGULATION STATION DISK
 OF2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2514
 OF2514  HISTORY     - Date     Condition        Report By
 OF2514  HISTORY     - 1969     MONUMENTED       CGS
 OF2514  HISTORY     - 1977     GOOD             NY-055
 OF2514
 OF2514                          STATION DESCRIPTION
 OF2514
 OF2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2514'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH OF HAMLIN CENTER,
 OF2514'2-1/2 MILES NORTHWEST OF GARLAND, 2-1/2 MILES EAST OF REDMAN
 OF2514'CORNERS, 1-1/4 MILES NORTH OF CLARKSON, ON THE EAST SIDE OF
 OF2514'STATE HIGHWAY 19 AND ON PROPERTY OWNED BY MR. WILLIAM WOLESLAGLE.
 OF2514'
 OF2514'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 104
 OF2514'AND STATE HIGHWAY 19 IN CLARKSON, GO NORTH ON HIGHWAY 19 FOR
 OF2514'0.95 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 OF2514'HIGHWAY 19 FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OF2514'
 OF2514'ALL MARKS ARE STANDARD DISKS CEMENTED IN ROUND CONCRETE MONUMENTS.
 OF2514'
 OF2514'STATION MARK, STAMPED CLARKSON 1969 IS SET 14 INCHES BELOW THE
 OF2514'GROUND SURFACE.  IT IS 62.7 FEET EAST OF THE CENTER OF HIGHWAY
 OF2514'19, 46.5 FEET SOUTHEAST OF POWER POLE NUMBER 104, 28.5 FEET
 OF2514'EAST OF A METAL WITNESS POST AND 27.5 FEET EAST OF A WIRE FENCE.
 OF2514'
 OF2514'RM 1, STAMPED CLARKSON NO 1 1969 PROJECTS 3 INCHES.  IT IS 39
 OF2514'FEET NORTH OF THE CENTER OF A DRIVEWAY, 29 FEET EAST OF THE
 OF2514'CENTER OF HIGHWAY 19, 21.5 FEET NORTH OF A POWER POLE AND 2.4
 OF2514'FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 OF2514'
 OF2514'RM 2, STAMPED CLARKSON NO 2 1969 PROJECTS 5 INCHES.  IT IS
 OF2514'48 FEET NORTH OF POWER POLE NUMBER 104, 31.5 FEET EAST OF THE
 OF2514'CENTER OF HIGHWAY 19, 1.9 FEET SOUTH OF A METAL WITNESS POST
 OF2514'AND 0.8 FOOT WEST OF A WIRE FENCE.
 OF2514'
 OF2514'AZ MK, STAMPED CLARKSON 1969 PROJECTS 4 INCHES.  IT IS 57
 OF2514'FEET SOUTH OF A 10-INCH MAPLE TREE, 55 FEET WEST OF POWER
 OF2514'POLE NUMBER 92 93, 25 FEET WEST OF THE CENTER OF HIGHWAY 19 AND
 OF2514'1.7 FEET NORTH OF A METAL WITNESS POST.
 OF2514'
 OF2514'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF2514
 OF2514                          STATION RECOVERY (1977)
 OF2514
 OF2514'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2514'CLARKSON RECOVERED IN GOOD CONDITION.
 OF2514'
 OF2514'CLARKSON AZ MK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2484 ***********************************************************************
 OF2484  DESIGNATION -  CLARKSON CONG CH SPIRE
 OF2484  PID         -  OF2484
 OF2484  STATE/COUNTY-  NY/MONROE
 OF2484  USGS QUAD   -  BROCKPORT (1978)
 OF2484
 OF2484                         *CURRENT SURVEY CONTROL
 OF2484  ___________________________________________________________________
 OF2484* NAD 83(1996)-  43 13 55.59405(N)    077 55 34.30540(W)     ADJUSTED  
 OF2484* NAVD 88     -                                                        
 OF2484  ___________________________________________________________________
 OF2484  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 OF2484  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OF2484
 OF2484  HORZ ORDER  -  THIRD
 OF2484
 OF2484.The horizontal coordinates were established by classical geodetic methods
 OF2484.and adjusted by the National Geodetic Survey in January 1999..
 OF2484
 OF2484
 OF2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2484
 OF2484.The geoid height was determined by GEOID03.
 OF2484
 OF2484;                    North         East     Units Scale Factor Converg.
 OF2484;SPC NY W     -   359,164.289   403,378.220   MT  0.99997254   +0 27 00.4
 OF2484;SPC NY W     - 1,178,358.17  1,323,416.71   sFT  0.99997254   +0 27 00.4
 OF2484;UTM  18      - 4,790,748.687   262,383.809   MT  1.00029461   -2 00 18.9
 OF2484;UTM  17      - 4,791,178.985   749,603.132   MT  1.00036647   +2 06 23.4
 OF2484
 OF2484                          SUPERSEDED SURVEY CONTROL
 OF2484
 OF2484  NAD 83(1986)-  43 13 55.60090(N)    077 55 34.30431(W) AD(       ) 4
 OF2484  NAD 27      -  43 13 55.38382(N)    077 55 35.25698(W) AD(       ) 3
 OF2484
 OF2484.Superseded values are not recommended for survey control.
 OF2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2484.See file dsdata.txt to determine how the superseded data were derived.
 OF2484
 OF2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6238490749(NAD 83)
 OF2484_MARKER: 90 = CHURCH SPIRE
 OF2484
 OF2484  HISTORY     - Date     Condition        Report By
 OF2484  HISTORY     - 1969     FIRST OBSERVED   CGS
 OF2484  HISTORY     - 1990     GOOD             USPSQD
 OF2484
 OF2484                          STATION DESCRIPTION
 OF2484
 OF2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2484'THE STATION, CLARKSON CONGREGATIONAL COMMUNITY CHURCH SPIRE, IS
 OF2484'THE TOP CENTER OF THE WHITE SPIRE WHICH IS ABOUT 90 FEET IN HEIGHT.
 OF2484'
 OF2484'THE STATION IS LOCATED 0.1 MILE EAST OF THE JUNCTION OF STATE
 OF2484'HIGHWAYS 19 AND 104 IN CLARKSON.  IT IS ON THE SOUTH SIDE OF
 OF2484'STATE HIGHWAY 104.
 OF2484
 OF2484                          STATION RECOVERY (1990)
 OF2484
 OF2484'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 OF2484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0578 ***********************************************************************
 MZ0578  DESIGNATION -  CLARKSON RM 2
 MZ0578  PID         -  MZ0578
 MZ0578  STATE/COUNTY-  NY/COLUMBIA
 MZ0578  USGS QUAD   -  SAUGERTIES (1978)
 MZ0578
 MZ0578                         *CURRENT SURVEY CONTROL
 MZ0578  ___________________________________________________________________
 MZ0578* NAD 83(1986)-  42 06 41.     (N)    073 54 49.     (W)     SCALED    
 MZ0578* NAVD 88     -         3.544  (meters)      11.63   (feet)  ADJUSTED  
 MZ0578  ___________________________________________________________________
 MZ0578  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MZ0578  DYNAMIC HT  -           3.543 (meters)      11.62  (feet)  COMP
 MZ0578  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 MZ0578
 MZ0578  VERT ORDER  -  FIRST     CLASS II
 MZ0578
 MZ0578.The horizontal coordinates were scaled from a topographic map and have
 MZ0578.an estimated accuracy of +/- 6 seconds.
 MZ0578
 MZ0578.The orthometric height was determined by differential leveling
 MZ0578.and adjusted by the National Geodetic Survey in June 1991..
 MZ0578
 MZ0578.The geoid height was determined by GEOID03.
 MZ0578
 MZ0578.The dynamic height is computed by dividing the NAVD 88
 MZ0578.geopotential number by the normal gravity value computed on the
 MZ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0578.degrees latitude (g = 980.6199 gals.).
 MZ0578
 MZ0578.The modeled gravity was interpolated from observed gravity values.
 MZ0578
 MZ0578;                    North         East    Units  Estimated Accuracy
 MZ0578;SPC NY E     -   364,140.      198,490.      MT  (+/- 180 meters Scaled)
 MZ0578
 MZ0578                          SUPERSEDED SURVEY CONTROL
 MZ0578
 MZ0578  NGVD 29 (??/??/92)    3.780  (m)           12.40   (f) ADJ UNCH    1 2
 MZ0578
 MZ0578.Superseded values are not recommended for survey control.
 MZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0578.See file dsdata.txt to determine how the superseded data were derived.
 MZ0578
 MZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM898627(NAD 83)
 MZ0578_MARKER: DR = REFERENCE MARK DISK
 MZ0578_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0578_SP_SET: ROCK LEDGE
 MZ0578_STAMPING: CLARKSON NO 2 1934
 MZ0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0578+STABILITY: POSITION/ELEVATION WELL
 MZ0578
 MZ0578  HISTORY     - Date     Condition        Report By
 MZ0578  HISTORY     - 1934     MONUMENTED       CGS
 MZ0578  HISTORY     - 1955     GOOD             NGS
 MZ0578  HISTORY     - 1976     GOOD             NGS
 MZ0578
 MZ0578                          STATION DESCRIPTION
 MZ0578
 MZ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0578'1.8 MI S FROM GERMANTOWN.
 MZ0578'ABOUT 1.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0578'STATION AT GERMANTOWN, ABOUT 0.4 MILE SOUTH OF MILE POST NY 103, SET
 MZ0578'IN THE TOP OF OUTCROPPING ROCK LEDGE, 8 FEET EAST OF EAST RAIL OF EAST
 MZ0578'TRACK, 85 3/4 FEET SOUTH OF CENTER OF CROSSING OF EAST TRACK AND A
 MZ0578'ROAD LEADING WEST TO C. L. CLARKSON BOAT DOCK, 34 FEET NORTH OF
 MZ0578'TELEPHONE POLE NO. 102/31, 73 FEET SOUTHEAST AND ACROSS THE TRACKS
 MZ0578'FROM THE STATION MARK AND ABOUT 2 FEET ABOVE LEVEL OF TRACKS.
 MZ0578'NOTE--MARK IS SET IN ROCK LEDGE AT ANGLE SO THAT THE EAST SIDE OF DISK
 MZ0578'IS HIGH POINT.  ROD HELD ON HIGH POINT OF DISK.
 MZ0578
 MZ0578                          STATION RECOVERY (1976)
 MZ0578
 MZ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MZ0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0979 ***********************************************************************
 NC0979  DESIGNATION -  CLARKSVILLE
 NC0979  PID         -  NC0979
 NC0979  STATE/COUNTY-  NY/ALLEGANY
 NC0979  USGS QUAD   -  BOLIVAR (1965)
 NC0979
 NC0979                         *CURRENT SURVEY CONTROL
 NC0979  ___________________________________________________________________
 NC0979* NAD 83(1996)-  42 06 08.11930(N)    078 11 51.17817(W)     ADJUSTED  
 NC0979* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 NC0979  ___________________________________________________________________
 NC0979  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 NC0979  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 NC0979
 NC0979  HORZ ORDER  -  THIRD
 NC0979
 NC0979.The horizontal coordinates were established by classical geodetic methods
 NC0979.and adjusted by the National Geodetic Survey in January 1999..
 NC0979
 NC0979.The orthometric height was scaled from a topographic map.
 NC0979
 NC0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0979
 NC0979.The geoid height was determined by GEOID03.
 NC0979
 NC0979;                    North         East     Units Scale Factor Converg.
 NC0979;SPC NY W     -   233,523.223   381,909.293   MT  0.99995002   +0 15 31.2
 NC0979;SPC NY W     -   766,150.77  1,252,980.74   sFT  0.99995002   +0 15 31.2
 NC0979;UTM  17      - 4,664,930.821   731,729.825   MT  1.00026079   +1 52 47.1
 NC0979
 NC0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0979!SPC NY W     -   0.99989195  x   0.99995002  =   0.99984198
 NC0979!UTM  17      -   0.99989195  x   1.00026079  =   1.00015272
 NC0979
 NC0979:                Primary Azimuth Mark                     Grid Az
 NC0979:SPC NY W     -  C 12 MCM=ALMA                            110 28 16.4
 NC0979:UTM  17      -  C 12 MCM=ALMA                            108 51 00.5
 NC0979
 NC0979|---------------------------------------------------------------------|
 NC0979| PID    Reference Object                     Distance      Geod. Az  |
 NC0979|                                                           dddmmss.s |
 NC0979| NC0973 C 12 MCM=ALMA                       APPROX.16.4 KM 1104347.6 |
 NC0979|---------------------------------------------------------------------|
 NC0979
 NC0979                          SUPERSEDED SURVEY CONTROL
 NC0979
 NC0979  NAD 83(1986)-  42 06 08.12195(N)    078 11 51.17504(W) AD(       ) 3
 NC0979  NAD 27      -  42 06 07.88277(N)    078 11 52.13278(W) AD(       ) 3
 NC0979
 NC0979.Superseded values are not recommended for survey control.
 NC0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0979.See file dsdata.txt to determine how the superseded data were derived.
 NC0979
 NC0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3173064931(NAD 83)
 NC0979_MARKER: B = BOLT
 NC0979_SETTING: 0 = UNSPECIFIED SETTING
 NC0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0979
 NC0979  HISTORY     - Date     Condition        Report By
 NC0979  HISTORY     - 1896     MONUMENTED       USGS
 NC0979
 NC0979                          STATION DESCRIPTION
 NC0979
 NC0979'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 NC0979'A PARTIALLY CLEARED HILL ABOUT 3.0 MI SOUTHEAST OF CLARKSVILLE,
 NC0979'3.0 MI NW. OF BOLIVAR, AND 3.0 MI W. OF RICHBURG, IN LOT 2,
 NC0979'CLARKSVILLE, TOWNSHIP, ALLEGANY COUNTY.
 NC0979'
 NC0979'STATION MARK, A COPPER BOLT SET IN GRANITE POST 4 FT LONG BY
 NC0979'6 INCHES SQUARE, MARKED---U.S.G.S. 476 NY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2646 ***********************************************************************
 LY2646  DESIGNATION -  CLARYVILLE RED HILL LOT
 LY2646  PID         -  LY2646
 LY2646  STATE/COUNTY-  NY/ULSTER
 LY2646  USGS QUAD   -  CLARYVILLE (1981)
 LY2646
 LY2646                         *CURRENT SURVEY CONTROL
 LY2646  ___________________________________________________________________
 LY2646* NAD 83(1996)-  41 55 25.48787(N)    074 31 01.71993(W)     ADJUSTED  
 LY2646* NAVD 88     -                                                        
 LY2646  ___________________________________________________________________
 LY2646  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 LY2646  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LY2646
 LY2646  HORZ ORDER  -  THIRD
 LY2646
 LY2646.The horizontal coordinates were established by classical geodetic methods
 LY2646.and adjusted by the National Geodetic Survey in January 1999..
 LY2646
 LY2646
 LY2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2646
 LY2646.The geoid height was determined by GEOID03.
 LY2646
 LY2646;                    North         East     Units Scale Factor Converg.
 LY2646;SPC NY E     -   343,131.380   148,578.019   MT  0.99990002   -0 00 41.2
 LY2646;SPC NY E     - 1,125,756.87    487,459.72   sFT  0.99990002   -0 00 41.2
 LY2646;UTM  18      - 4,641,422.676   540,036.708   MT  0.99961972   +0 19 21.4
 LY2646
 LY2646                          SUPERSEDED SURVEY CONTROL
 LY2646
 LY2646  NAD 83(1986)-  41 55 25.48916(N)    074 31 01.71940(W) AD(       ) 4
 LY2646  NAD 27      -  41 55 25.15200(N)    074 31 03.15800(W) AD(       ) 3
 LY2646
 LY2646.Superseded values are not recommended for survey control.
 LY2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2646.See file dsdata.txt to determine how the superseded data were derived.
 LY2646
 LY2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM4003741423(NAD 83)
 LY2646
 LY2646  HISTORY     - Date     Condition        Report By
 LY2646  HISTORY     - 1942     MONUMENTED       CGS
 LY2646  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LY2646
 LY2646                          STATION DESCRIPTION
 LY2646
 LY2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2646'THIS INTERSECTION STATION IS THE RED HILL LOOKOUT TOWER WHICH
 LY2646'IS ABOUT 3 MILES E OF CLARYVILLE ON THE SUMMIT OF RED HILL.  IT IS
 LY2646'A FOUR-LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH WITH A
 LY2646'GLASS-ENCLOSED CAB ON THE TOP.  IT IS OWNED AND OPERATED BY THE
 LY2646'NEW YORK DEPARTMENT OF CONSERVATION.  THE APEX OF THE ROOF WAS
 LY2646'THE POINT OBSERVED UPON.  THIS STATION WAS NOT VISITED.
 LY2646
 LY2646                          STATION RECOVERY (1962)
 LY2646
 LY2646'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LY2646'THE TOWER IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3845 ***********************************************************************
 KU3845  DESIGNATION -  CLASON
 KU3845  PID         -  KU3845
 KU3845  STATE/COUNTY-  NY/BRONX
 KU3845  USGS QUAD   -  FLUSHING (1979)
 KU3845
 KU3845                         *CURRENT SURVEY CONTROL
 KU3845  ___________________________________________________________________
 KU3845* NAD 83(1996)-  40 48 18.86744(N)    073 50 52.08676(W)     ADJUSTED  
 KU3845* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3845  ___________________________________________________________________
 KU3845  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KU3845  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU3845
 KU3845  HORZ ORDER  -  THIRD
 KU3845
 KU3845.The horizontal coordinates were established by classical geodetic methods
 KU3845.and adjusted by the National Geodetic Survey in January 1999..
 KU3845
 KU3845.The orthometric height was scaled from a topographic map.
 KU3845
 KU3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3845
 KU3845.The geoid height was determined by GEOID03.
 KU3845
 KU3845;                    North         East     Units Scale Factor Converg.
 KU3845;SPC NY E     -   219,126.016   205,028.685   MT  0.99993726   +0 25 34.4
 KU3845;SPC NY E     -   718,915.94    672,664.94   sFT  0.99993726   +0 25 34.4
 KU3845;SPC NY L     -    70,922.418   312,842.768   MT  0.99999521   +0 05 58.4
 KU3845;SPC NY L     -   232,684.63  1,026,384.98   sFT  0.99999521   +0 05 58.4
 KU3845;UTM  18      - 4,517,775.964   597,187.269   MT  0.99971626   +0 45 10.8
 KU3845
 KU3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3845!SPC NY E     -   1.00000497  x   0.99993726  =   0.99994223
 KU3845!SPC NY L     -   1.00000497  x   0.99999521  =   1.00000018
 KU3845!UTM  18      -   1.00000497  x   0.99971626  =   0.99972123
 KU3845
 KU3845|---------------------------------------------------------------------|
 KU3845| PID    Reference Object                     Distance      Geod. Az  |
 KU3845|                                                           dddmmss.s |
 KU3845| CB6687 CLASON RM 1                           5.680 METERS 11145     |
 KU3845| KU3872 WHITESTONE SCHOOLHOUSE 1908         APPROX. 3.4 KM 1290642.7 |
 KU3845|---------------------------------------------------------------------|
 KU3845
 KU3845                          SUPERSEDED SURVEY CONTROL
 KU3845
 KU3845  NAD 83(1996)-  40 48 18.86830(N)    073 50 52.08722(W) AD(       ) 3
 KU3845  NAD 83(1992)-  40 48 18.86741(N)    073 50 52.08798(W) AD(       ) 3
 KU3845  NAD 83(1986)-  40 48 18.87036(N)    073 50 52.08639(W) AD(       ) 3
 KU3845  NAD 27      -  40 48 18.50400(N)    073 50 53.60300(W) AD(       ) 3
 KU3845
 KU3845.Superseded values are not recommended for survey control.
 KU3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3845.See file dsdata.txt to determine how the superseded data were derived.
 KU3845
 KU3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9718717776(NAD 83)
 KU3845_MARKER: DS = TRIANGULATION STATION DISK
 KU3845_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU3845_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU3845
 KU3845  HISTORY     - Date     Condition        Report By
 KU3845  HISTORY     - 1932     MONUMENTED       CGS
 KU3845  HISTORY     - 1933     GOOD             CGS
 KU3845
 KU3845                          STATION DESCRIPTION
 KU3845
 KU3845'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3845'THIS STATION IS ON THE N SIDE OF EAST RIVER, ON CLASON POINT,
 KU3845'APPROXIMATELY 50 METERS E OF THE CLASON POINT FERRY SLIP AT THE
 KU3845'FOOT OF SOUND VIEW AVENUE.  IT IS 5.6 METERS INSHORE FROM THE
 KU3845'RIPRAP WALL WHICH IS THE HIGH-WATER LINE, ON A GENTLE SLOPE WHICH
 KU3845'LEVELS OFF 2 METERS TO THE NORTHWARD, AND 1 METER S OF A WOODEN
 KU3845'FENCE, THE LAND OUTSIDE OF WHICH IS THE PROPERTY OF THE BRONX PARK
 KU3845'COMMISSION.
 KU3845'
 KU3845'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3845'STAMPED CLASON-1932 SET IN THE 12-INCH TOP OF A CONCRETE-FILLED
 KU3845'TILE-PIPE SET FLUSH WITH THE GROUND.  ONE STANDARD BRONZE
 KU3845'REFERENCE DISK STAMPED NO.1 WAS SET IN A DRILL HOLE IN A LARGE
 KU3845'FLAT ROCK IN THE RIPRAP WALL TO THE SOUTHWARD.
 KU3845'
 KU3845'TRIPOD STAKES ARE REQUIRED FOR CENTRAL SET-UPS.
 KU3845'
 KU3845'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KU3845
 KU3845                          STATION RECOVERY (1933)
 KU3845
 KU3845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3845'STATION RECOVERED IN FAIR CONDITION AS DESCRIBED, WITH FOLLOWING
 KU3845'EXCEPTIONS AND ADDITION--
 KU3845'
 KU3845'THE MONUMENT NOW PROJECTS 6 INCHES ABOVE GROUND, AND IS 4.6 METERS
 KU3845'S OF THE WOODEN FENCE.  THE CORRECT MEASUREMENT TO REFERENCE MARK
 KU3845'NO.1 SHOULD READ 5.668 METERS.  AN ADDITIONAL REFERENCE
 KU3845'MEASUREMENT WAS SECURED AS FOLLOWS--TO CENTER OF STOP DEAD END
 KU3845'SIGN OF POLICE DEPARTMENT 19.235 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2013 ***********************************************************************
 OF2013  DESIGNATION -  CLAY
 OF2013  PID         -  OF2013
 OF2013  STATE/COUNTY-  NY/MONROE
 OF2013  USGS QUAD   -  PITTSFORD (1978)
 OF2013
 OF2013                         *CURRENT SURVEY CONTROL
 OF2013  ___________________________________________________________________
 OF2013* NAD 83(1996)-  43 05 43.54742(N)    077 36 50.03904(W)     ADJUSTED  
 OF2013* NAVD 88     -       168.9    (meters)     554.     (feet)  VERTCON   
 OF2013  ___________________________________________________________________
 OF2013  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 OF2013  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OF2013
 OF2013  HORZ ORDER  -  FIRST
 OF2013
 OF2013.The horizontal coordinates were established by classical geodetic methods
 OF2013.and adjusted by the National Geodetic Survey in January 1999..
 OF2013
 OF2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2013
 OF2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2013
 OF2013.The geoid height was determined by GEOID03.
 OF2013
 OF2013;                    North         East     Units Scale Factor Converg.
 OF2013;SPC NY W     -   344,227.201   428,921.434   MT  1.00001410   +0 39 44.5
 OF2013;SPC NY W     - 1,129,352.08  1,407,219.74   sFT  1.00001410   +0 39 44.5
 OF2013;UTM  18      - 4,774,728.697   287,270.338   MT  1.00015674   -1 47 11.5
 OF2013
 OF2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2013!SPC NY W     -   0.99997906  x   1.00001410  =   0.99999315
 OF2013!UTM  18      -   0.99997906  x   1.00015674  =   1.00013579
 OF2013
 OF2013|---------------------------------------------------------------------|
 OF2013| PID    Reference Object                     Distance      Geod. Az  |
 OF2013|                                                           dddmmss.s |
 OF2013| DE4784 CLAY RM 1                            19.571 METERS 02900     |
 OF2013| OF1882 ROCHESTER COBBS HILL RAD TOWER      APPROX. 6.0 KM 0344627.0 |
 OF2013| OF2009 ROCHESTER RAD STA WBBF MAST         APPROX. 2.1 KM 0463818.5 |
 OF2013| OF2033 ROCHESTER RAD STA WYET MAST         APPROX. 3.8 KM 0650424.6 |
 OF2013| OF2020 BRIGHTON MUN STANDPIPE              APPROX. 5.1 KM 0800057.9 |
 OF2013| DE4785 CLAY RM 2                            27.079 METERS 25006     |
 OF2013| OF2121 WEST BRIGHTON TANK                  APPROX. 2.6 KM 2784541.3 |
 OF2013| OF2261 ROCHESTER UNIV LIB BLDG DOME        APPROX. 3.9 KM 3420723.8 |
 OF2013|---------------------------------------------------------------------|
 OF2013
 OF2013                          SUPERSEDED SURVEY CONTROL
 OF2013
 OF2013  NAD 83(1986)-  43 05 43.55520(N)    077 36 50.03739(W) AD(       ) 1
 OF2013  NAD 27      -  43 05 43.33060(N)    077 36 51.03549(W) AD(       ) 1
 OF2013  NGVD 29 (07/19/86)  169.1    (m)          555.     (f) VERT ANG       
 OF2013
 OF2013.Superseded values are not recommended for survey control.
 OF2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2013.See file dsdata.txt to determine how the superseded data were derived.
 OF2013
 OF2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8727074729(NAD 83)
 OF2013_MARKER: DS = TRIANGULATION STATION DISK
 OF2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2013
 OF2013  HISTORY     - Date     Condition        Report By
 OF2013  HISTORY     - 1969     MONUMENTED       CGS
 OF2013  HISTORY     - 1977     GOOD             NY-055
 OF2013
 OF2013                          STATION DESCRIPTION
 OF2013
 OF2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2013'THE STATION IS LOCATED ABOUT 5-1/4 MILES WEST OF PITTSFORD,
 OF2013'2-1/2 NORTH OF HENRIETTA, 1-1/2 MILES SOUTH OF THE SOUTH EDGE
 OF2013'OF ROCHESTER AND ON U.S. GOVERNMENT PROPERTY
 OF2013'
 OF2013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 252
 OF2013'AND 383 ABOUT 1-1/2 MILES SOUTHWEST OF THE SOUTHWEST EDGE OF
 OF2013'ROCHESTER, GO EAST ON HIGHWAY 252 FOR 1.35 MILES TO A Y
 OF2013'FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON BRIGHTON
 OF2013'HENRIETTA ROAD FOR 1.1 MILES TO A CROSS ROAD.  CONTINUE EAST
 OF2013'ON BRIGHTON HENRIETTA ROAD FOR 0.95 MILE TO THE U.S. POST
 OF2013'OFFICE SECTIONAL CENTER FACILITY OF ROCHESTER NEW YORK ON
 OF2013'THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 OF2013'
 OF2013'STATION MARK, STAMPED CLAY 1969 IS A STANDARD DISK SET IN A
 OF2013'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 186
 OF2013'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE
 OF2013'BUILDING, 26 FEET WEST OF A SMALL DITCH AND 19 FEET NORTH OF
 OF2013'ANOTHER SMALL DITCH.
 OF2013'
 OF2013'RM 1, STAMPED CLAY NO 1 1969 IS A STANDARD DISK SET IN A
 OF2013'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 206
 OF2013'FEET EAST OF THE SOUTHEAST CORNER OF THE POST OFFICE BUILDING,
 OF2013'69 FEET NORTH OF THE SOUTHEAST CORNER OF A PARKING LOT AND
 OF2013'4 FEET WEST OF A SMALL DITCH.
 OF2013'
 OF2013'RM 2, STAMPED CLAY NO 2 1969 IS A STANDARD DISK CEMENTED IN
 OF2013'A DRILL HOLE IN THE CONCRETE BASE OF A LAMP POST THAT PROJECTS
 OF2013'2 FEET.  IT IS 133 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 OF2013'THE POST OFFICE BUILDING, 107 FEET WEST OF THE SOUTHEAST
 OF2013'CORNER OF THE PARKING AREA, 100 FEET EAST OF THE CENTER OF A
 OF2013'PAVED DRIVEWAY AND 1 FOOT SOUTH OF THE SOUTH EDGE OF THE
 OF2013'PARKING AREA.
 OF2013'
 OF2013'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO OBSTRUCTION.
 OF2013'
 OF2013'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OF2013
 OF2013                          STATION RECOVERY (1977)
 OF2013
 OF2013'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2013'CLAY RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3381 ***********************************************************************
 LW3381  DESIGNATION -  CLAY POINT
 LW3381  PID         -  LW3381
 LW3381  STATE/COUNTY-  NY/SUFFOLK
 LW3381  USGS QUAD   -  MYSTIC (1984)
 LW3381
 LW3381                         *CURRENT SURVEY CONTROL
 LW3381  ___________________________________________________________________
 LW3381* NAD 83(1996)-  41 16 38.71225(N)    071 59 24.73729(W)     ADJUSTED  
 LW3381* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 LW3381  ___________________________________________________________________
 LW3381  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LW3381  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 LW3381
 LW3381  HORZ ORDER  -  THIRD
 LW3381
 LW3381.The horizontal coordinates were established by classical geodetic methods
 LW3381.and adjusted by the National Geodetic Survey in January 1999..
 LW3381
 LW3381.The orthometric height was scaled from a topographic map.
 LW3381
 LW3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3381
 LW3381.The geoid height was determined by GEOID03.
 LW3381
 LW3381;                    North         East     Units Scale Factor Converg.
 LW3381;SPC NY L     -   125,280.767   468,372.550   MT  1.00002267   +1 18 52.5
 LW3381;SPC NY L     -   411,025.32  1,536,652.27   sFT  1.00002267   +1 18 52.5
 LW3381;SPC CT       -   201,999.202   368,456.074   MT  0.99999309   +0 30 13.6
 LW3381;SPC CT       -   662,725.72  1,208,842.97   sFT  0.99999309   +0 30 13.6
 LW3381;UTM  19      - 4,573,867.376   249,561.656   MT  1.00037196   -1 58 25.2
 LW3381;UTM  18      - 4,573,924.110   752,079.293   MT  1.00038211   +1 59 11.8
 LW3381
 LW3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3381!SPC NY L     -   1.00000126  x   1.00002267  =   1.00002393
 LW3381!SPC CT       -   1.00000126  x   0.99999309  =   0.99999435
 LW3381!UTM  19      -   1.00000126  x   1.00037196  =   1.00037322
 LW3381!UTM  18      -   1.00000126  x   1.00038211  =   1.00038337
 LW3381
 LW3381|---------------------------------------------------------------------|
 LW3381| PID    Reference Object                     Distance      Geod. Az  |
 LW3381|                                                           dddmmss.s |
 LW3381| CB7605 CLAY POINT RM 1                      30.000 METERS 04457     |
 LW3381| CB7606 CLAY POINT RM 2                      26.030 METERS 13843     |
 LW3381| LX5320 CAMP TABOR BARN CUPOLA              APPROX. 2.2 KM 2025035.5 |
 LW3381| LX5278 EPISCOPAL CHURCH TOWER              APPROX. 2.7 KM 2273745.4 |
 LW3381| LX5277 ST JOHNS CHURCH TOWER               APPROX. 2.7 KM 2310900.8 |
 LW3381| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 8.0 KM 2932455.7 |
 LW3381|---------------------------------------------------------------------|
 LW3381
 LW3381                          SUPERSEDED SURVEY CONTROL
 LW3381
 LW3381  NAD 83(1996)-  41 16 38.71226(N)    071 59 24.73730(W) AD(       ) 3
 LW3381  NAD 83(1992)-  41 16 38.71105(N)    071 59 24.73635(W) AD(       ) 3
 LW3381  NAD 83(1986)-  41 16 38.71111(N)    071 59 24.74183(W) AD(       ) 3
 LW3381  NAD 27      -  41 16 38.35500(N)    071 59 26.48300(W) AD(       ) 3
 LW3381
 LW3381.Superseded values are not recommended for survey control.
 LW3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3381.See file dsdata.txt to determine how the superseded data were derived.
 LW3381
 LW3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4956273867(NAD 83)
 LW3381_MARKER: DS = TRIANGULATION STATION DISK
 LW3381_SETTING: 80 = SET IN A BOULDER
 LW3381_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3381+STABILITY: SURFACE MOTION
 LW3381
 LW3381  HISTORY     - Date     Condition        Report By
 LW3381  HISTORY     - 1934     MONUMENTED       CGS
 LW3381  HISTORY     - 1937     GOOD             LOCENG
 LW3381  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LW3381  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3381
 LW3381                          STATION DESCRIPTION
 LW3381
 LW3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3381'THE STATION IS LOCATED ON THE N SIDE OF FISHERS ISLAND ON WHAT IS
 LW3381'LOCALLY KNOWN AS CLAY POINT, EASTERLY OF THE ENTRANCE TO WEST
 LW3381'HARBOR.  THE POINT IS COVERED WITH KNOLLS, OR SMALL HILLS.  IT IS
 LW3381'MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A FLAT
 LW3381'BOULDER FLUSH WITH THE GROUND, ON THE SECOND KNOLL FROM THE N
 LW3381'SHORE, AND IS ABOUT 120 METERS S OF THE SHORE LINE.
 LW3381'
 LW3381'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LW3381'A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND NO.2
 LW3381'ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN NOTE
 LW3381'12C.
 LW3381'
 LW3381'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3381'TOP OF A LARGE BOULDER N 60 DEG E OF THE
 LW3381'STATION.  REFERENCE MARK NO.2 IS A STANDARD DISC SET IN A DRILL
 LW3381'HOLE IN THE TOP OF A LARGE BOULDER S 25 DEG E OF THE
 LW3381'STATION.
 LW3381'
 LW3381'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3381
 LW3381                          STATION RECOVERY (1937)
 LW3381
 LW3381'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 LW3381'RECOVERED BY E C BROWN CO.
 LW3381'
 LW3381'WE ARE CONSTRUCTING A RESIDENCE FOR JOHN NICHOLAS BROWN ON FISHERS
 LW3381'ISLAND, N.Y.  ONE OF YOUR STATION MARKERS, AS WELL AS THE REFERENCE
 LW3381'MARKER POINTING TO IT, COMES WITHIN THE AREA OF THIS HOUSE AND
 LW3381'WILL HAVE TO BE DESTROYED.
 LW3381'
 LW3381'THIS STATION MARKER IS MARKED CLAY POINT NO 1.
 LW3381'
 LW3381'PERMISSION WAS GIVEN TO DESTROY THE MARKS.
 LW3381
 LW3381                          STATION RECOVERY (1948)
 LW3381
 LW3381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3381'THE STATION AND REFERENCE MARK 1 HAVE BEEN COVERED BY A HOUSE AND
 LW3381'FILLED LAWN BELONGING TO MR. JOHN NICHOLAS BROWN.  REFERENCE MARK
 LW3381'2 REMAINS UNDISTURBED APPROXIMATELY 75 FEET S OF THE S END OF THE
 LW3381'HOUSE.
 LW3381
 LW3381                          STATION RECOVERY (1954)
 LW3381
 LW3381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3381'STATION AND REFERENCE MARK NO. 1 PREVIOUSLY REPORTED AS
 LW3381'DESTROYED.  A THOROUGH SEARCH OF ALL VISIBLE BOULDERS IN THE
 LW3381'VICINITY WAS MADE FOR REFERENCE MARK NO. 2 BUT IT COULD NOT BE
 LW3381'FOUND.  IT MAY BE BURIED UNDER AN EARTH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2141 ***********************************************************************
 PG2141  DESIGNATION -  CLAYBURG
 PG2141  PID         -  PG2141
 PG2141  STATE/COUNTY-  NY/CLINTON
 PG2141  USGS QUAD   -  REDFORD (1968)
 PG2141
 PG2141                         *CURRENT SURVEY CONTROL
 PG2141  ___________________________________________________________________
 PG2141* NAD 83(1996)-  44 36 56.46249(N)    073 51 34.52657(W)     ADJUSTED  
 PG2141* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 PG2141  ___________________________________________________________________
 PG2141  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 PG2141  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 PG2141
 PG2141  HORZ ORDER  -  FIRST
 PG2141
 PG2141.The horizontal coordinates were established by classical geodetic methods
 PG2141.and adjusted by the National Geodetic Survey in January 1999..
 PG2141
 PG2141.The orthometric height was scaled from a topographic map.
 PG2141
 PG2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2141
 PG2141.The geoid height was determined by GEOID03.
 PG2141
 PG2141;                    North         East     Units Scale Factor Converg.
 PG2141;SPC NY E     -   642,369.713   200,825.589   MT  0.99993176   +0 26 59.3
 PG2141;SPC NY E     - 2,107,507.97    658,875.29   sFT  0.99993176   +0 26 59.3
 PG2141;UTM  18      - 4,940,891.686   590,480.610   MT  0.99970067   +0 48 03.7
 PG2141
 PG2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2141!SPC NY E     -   0.99992905  x   0.99993176  =   0.99986081
 PG2141!UTM  18      -   0.99992905  x   0.99970067  =   0.99962974
 PG2141
 PG2141:                Primary Azimuth Mark                     Grid Az
 PG2141:SPC NY E     -  REDFORD CH OF ASSUMPTION SPIRE           098 41 09.9
 PG2141:UTM  18      -  REDFORD CH OF ASSUMPTION SPIRE           098 20 05.5
 PG2141
 PG2141|---------------------------------------------------------------------|
 PG2141| PID    Reference Object                     Distance      Geod. Az  |
 PG2141|                                                           dddmmss.s |
 PG2141| PG2169 REDFORD CH OF ASSUMPTION SPIRE      APPROX. 4.6 KM 0990809.2 |
 PG2141| DA4963 CLAYBURG RM 1                        20.656 METERS 14053     |
 PG2141| PG1181 CLAYBURG AZ MK                                     1714013.4 |
 PG2141| DA4964 CLAYBURG RM 2                        25.926 METERS 24924     |
 PG2141|---------------------------------------------------------------------|
 PG2141
 PG2141                          SUPERSEDED SURVEY CONTROL
 PG2141
 PG2141  NAD 83(1996)-  44 36 56.46831(N)    073 51 34.52579(W) AD(       ) 1
 PG2141  NAD 83(1992)-  44 36 56.46769(N)    073 51 34.52696(W) AD(       ) 1
 PG2141  NAD 83(1986)-  44 36 56.47027(N)    073 51 34.52927(W) AD(       ) 1
 PG2141  NAD 27      -  44 36 56.30600(N)    073 51 36.01300(W) AD(       ) 1
 PG2141
 PG2141.Superseded values are not recommended for survey control.
 PG2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2141.See file dsdata.txt to determine how the superseded data were derived.
 PG2141
 PG2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9048140892(NAD 83)
 PG2141
 PG2141  HISTORY     - Date     Condition        Report By
 PG2141  HISTORY     - 1942     MONUMENTED       CGS
 PG2141  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PG2141  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PG2141
 PG2141                          STATION DESCRIPTION
 PG2141
 PG2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2141'THE STATION IS ABOUT 2.5 MILES NW OF CLAYBURG POST OFFICE, ABOUT
 PG2141'1.5 MILES NW OF NEW YORK HIGHWAY 3 AND ON THE E END OF A ROCKY,
 PG2141'BRUSHY RIDGE ON THE PROPERTY OF JIMMY WEAR.  IT IS A BRONZE DISK
 PG2141'SET IN A DRILL HOLE IN A HUGE SECTION OF ROCK OUTCROP ON THE
 PG2141'HIGHEST PART OF THE RIDGE.  IT IS STAMPED CLAYBURG 1942.
 PG2141'
 PG2141'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 PG2141'OUTCROPPING BEDROCK.
 PG2141'
 PG2141'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 PG2141'
 PG2141'REFERENCE MARK NO. 1 IS SE OF THE STATION AND ABOUT 7 FEET
 PG2141'LOWER.  IT IS STAMPED CLAYBURG NO. 1 1942.
 PG2141'
 PG2141'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND ABOUT 1 FOOT
 PG2141'LOWER.  IT IS STAMPED CLAYBURG NO. 2 1942.
 PG2141'
 PG2141'THE AZIMUTH MARK IS ABOUT 0.8 MILE S OF THE STATION, 27 FEET
 PG2141'S OF THE CENTER LINE OF THE PAVED COUNTY ROAD AND 8 FEET SSW OF
 PG2141'POWER POLE NO. 4591.  IT IS STAMPED CLAYBURG 1942.
 PG2141'
 PG2141'TO REACH FROM THE CLAYBURG POST OFFICE GO WESTERLY ON NEW YORK
 PG2141'HIGHWAY 3 FOR 0.6 MILE AND TAKE A PAVED RIGHT FORK LEAVING THE
 PG2141'HIGHWAY.  GO 1.2 MILES AND TURN RIGHT INTO A MEADOW JUST W OF A
 PG2141'BARN.  GO 0.05 MILE AND PASS THROUGH A BAR GATE.  GO N ALONG A
 PG2141'FENCE FOR 0.03 MILE TO A GAP IN THE FENCE AND TURN LEFT THROUGH
 PG2141'THIS GAP.  GO WESTERLY AROUND THE BASE OF THE HILL FOR ABOUT 0.2
 PG2141'MILE TO ANOTHER FENCE AND THE END OF TRUCK TRAVEL.  PACK
 PG2141'NORTHEASTERLY UP THE HILL TO ITS HIGHEST POINT AND THE
 PG2141'STATION.  IT IS ABOUT A 10-MINUTE PACK.  TO REACH THE AZIMUTH MARK
 PG2141'FROM THE GATE INTO THE MEADOW CONTINUE WESTERLY ON THE PAVED
 PG2141'ROAD FOR ABOUT 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PG2141'
 PG2141'A 4-FOOT SIGNAL AT LYON IS VISIBLE AT 37 FEET.  4-FOOT SIGNALS
 PG2141'AT HOGBACK MT., CATAMOUNT, SUGARBUSH, AND LOON ARE VISIBLE FROM 50
 PG2141'FEET.
 PG2141'
 PG2141'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 PG2141
 PG2141                          STATION RECOVERY (1961)
 PG2141
 PG2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2141'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A CHECK
 PG2141'WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO
 PG2141'BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PG2141'
 PG2141'1961 OBSERVATIONS TAKEN FROM A 50 FOOT TOWER.
 PG2141
 PG2141                          STATION RECOVERY (1974)
 PG2141
 PG2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PG2141'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 PG2141'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS FAIRLY
 PG2141'OPEN AND AZIMUTH MARK IS VISIBLE FROM STATION.
 PG2141'
 PG2141'STATION IS LOCATED ON A BRUSHY RIDGE.  STATION MARK IS A STANDARD
 PG2141'DISK STAMPED CLAYBURG 1942, CEMENTED IN A DRILL HOLE IN A HUGH
 PG2141'BEDROCK OUTCROP ON HIGHEST POINT OF HILL.
 PG2141'
 PG2141'RM NO. 1 IS A STANDARD DISK STAMPED CLAYBURG NO 1 1942, CEMENTED
 PG2141'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 7 FEET LOWER THAN
 PG2141'STATION.
 PG2141'
 PG2141'RM NO. 2 IS A STANDARD DISK STAMPED CLAYBURG NO 2 1942, CEMENTED
 PG2141'IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 1 FOOT LOWER THAN
 PG2141'STATION.
 PG2141'
 PG2141'AZIMUTH MARK IS A STANDARD DISK STAMPED CLAYBURG 1942, CEMENTED
 PG2141'IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES FROM GROUND.  IT
 PG2141'IS 27 FEET SOUTH OF CENTER LINE OF THE ROAD AND 8 FEET
 PG2141'SOUTH-SOUTHWEST OF A POWER POLE.
 PG2141'
 PG2141'TO REACH STATION FROM THE U.S. POST OFFICE IN CLAYBURG, GO WEST
 PG2141'ON NY RTE. 3 FOR 0.6 MILE.  TAKE A PAVED RIGHT FORK AND GO 1.2
 PG2141'MILES TO A FIELD ROAD RIGHT, JUST WEST OF A BARN.  TURN RIGHT
 PG2141'AND GO NORTH ALONG FENCE FOR 0.3 MILE.  TURN LEFT AND GO WEST
 PG2141'AROUND BASE OF HILL TO FENCE AND END OF TRUCK TRAVEL.  PACK
 PG2141'NORTHEAST UP HILL TO STATION, A 10-MINUTE PACK.
 PG2141'
 PG2141'TO REACH AZIMUTH MARK FROM THE FIELD ROAD RIGHT, JUST WEST OF A
 PG2141'BARN, GO WESTERLY ON MACADAM ROAD FOR 0.1 MILE TO AZIMUTH MARK ON
 PG2141'LEFT.
 PG2141'
 PG2141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG2141'2-1/2 MILES NORTHWEST OF CLAYBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1181 ***********************************************************************
 PG1181  DESIGNATION -  CLAYBURG AZ MK
 PG1181  PID         -  PG1181
 PG1181  STATE/COUNTY-  NY/CLINTON
 PG1181  USGS QUAD   -  REDFORD (1968)
 PG1181
 PG1181                         *CURRENT SURVEY CONTROL
 PG1181  ___________________________________________________________________
 PG1181* NAD 83(1986)-  44 36 31.     (N)    073 51 29.     (W)     SCALED    
 PG1181* NAVD 88     -       427.508  (meters)    1402.58   (feet)  ADJUSTED  
 PG1181  ___________________________________________________________________
 PG1181  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 PG1181  DYNAMIC HT  -         427.457 (meters)    1402.42  (feet)  COMP
 PG1181  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PG1181
 PG1181  VERT ORDER  -  SECOND    CLASS 0
 PG1181
 PG1181.The horizontal coordinates were scaled from a topographic map and have
 PG1181.an estimated accuracy of +/- 6 seconds.
 PG1181
 PG1181.The orthometric height was determined by differential leveling
 PG1181.and adjusted by the National Geodetic Survey in June 1991..
 PG1181
 PG1181.The geoid height was determined by GEOID03.
 PG1181
 PG1181.The dynamic height is computed by dividing the NAVD 88
 PG1181.geopotential number by the normal gravity value computed on the
 PG1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1181.degrees latitude (g = 980.6199 gals.).
 PG1181
 PG1181.The modeled gravity was interpolated from observed gravity values.
 PG1181
 PG1181;                    North         East    Units  Estimated Accuracy
 PG1181;SPC NY E     -   641,590.      200,950.      MT  (+/- 180 meters Scaled)
 PG1181
 PG1181                          SUPERSEDED SURVEY CONTROL
 PG1181
 PG1181  NGVD 29 (??/??/??)  427.553  (m)         1402.73   (f) ADJUSTED    2 0
 PG1181
 PG1181.Superseded values are not recommended for survey control.
 PG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1181.See file dsdata.txt to determine how the superseded data were derived.
 PG1181
 PG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ906401(NAD 83)
 PG1181_MARKER: DZ = AZIMUTH MARK DISK
 PG1181_SETTING: 80 = SET IN A BOULDER
 PG1181_SP_SET: BOULDER
 PG1181_STAMPING: CLAYBURG 1942
 PG1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1181+STABILITY: SURFACE MOTION
 PG1181
 PG1181  HISTORY     - Date     Condition        Report By
 PG1181  HISTORY     - 1942     MONUMENTED       CGS
 PG1181  HISTORY     - 1961     GOOD             CGS
 PG1181
 PG1181                          STATION DESCRIPTION
 PG1181
 PG1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1181'1.5 MI NW FROM CLAYBURG.
 PG1181'ABOUT 0.15 MILE WEST ALONG STATE HWY 3 FROM THE CLAYBURG HOTEL IN
 PG1181'CLAYBURG THENCE 1.35 MILE NORTH WEST ALONG BLACKTOP ROAD, SET IN TOP
 PG1181'CENTER OF A 3 FT. X 2 FT. BOULDER PROJECTING ABOUT 4 INCHES, ABOUT 100
 PG1181'YARDS SOUTH EAST AND ACROSS THE HIGHWAY FROM A ONE-STORY HOUSE, 8 FEET
 PG1181'SOUTH-SOUTH WEST OF POWER POLE, ABOUT 200 YARD SOUTH WEST AND ACROSS
 PG1181'THE HIGHWAY FROM A BARN, 29 FEET SOUTH OF THE CENTERLINE OF THE
 PG1181'BLACKTOP ROAD, 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0984 ***********************************************************************
 NC0984  DESIGNATION -  CLAYSON REISS
 NC0984  PID         -  NC0984
 NC0984  STATE/COUNTY-  NY/CATTARAUGUS
 NC0984  USGS QUAD   -  PORTVILLE (1976)
 NC0984
 NC0984                         *CURRENT SURVEY CONTROL
 NC0984  ___________________________________________________________________
 NC0984* NAD 83(1996)-  42 06 21.06059(N)    078 18 37.44708(W)     ADJUSTED  
 NC0984* NAVD 88     -       726.4    (meters)    2383.     (feet)  VERTCON   
 NC0984  ___________________________________________________________________
 NC0984  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NC0984  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 NC0984
 NC0984  HORZ ORDER  -  SECOND
 NC0984
 NC0984.The horizontal coordinates were established by classical geodetic methods
 NC0984.and adjusted by the National Geodetic Survey in January 1999..
 NC0984
 NC0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0984
 NC0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0984
 NC0984.The geoid height was determined by GEOID03.
 NC0984
 NC0984;                    North         East     Units Scale Factor Converg.
 NC0984;SPC NY W     -   233,886.517   372,573.656   MT  0.99994377   +0 10 58.8
 NC0984;SPC NY W     -   767,342.68  1,222,352.07   sFT  0.99994377   +0 10 58.8
 NC0984;SPC PA N     -   215,512.489   553,646.275   MT  1.00002902   -0 22 14.6
 NC0984;SPC PA N     -   707,060.56  1,816,421.15   sFT  1.00002902   -0 22 14.6
 NC0984;UTM  17      - 4,665,029.894   722,384.958   MT  1.00020857   +1 48 14.8
 NC0984
 NC0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0984!SPC NY W     -   0.99989112  x   0.99994377  =   0.99983489
 NC0984!SPC PA N     -   0.99989112  x   1.00002902  =   0.99992013
 NC0984!UTM  17      -   0.99989112  x   1.00020857  =   1.00009966
 NC0984
 NC0984|---------------------------------------------------------------------|
 NC0984| PID    Reference Object                     Distance      Geod. Az  |
 NC0984|                                                           dddmmss.s |
 NC0984| CZ9229 CLAYSON REISS RM 2                   22.202 METERS 22905     |
 NC0984| NC0987 HARTZFELT                           APPROX.15.3 KM 2330006.2 |
 NC0984| NC0993 OLEAN RADIO STA WHDL FM TOWER       APPROX.13.7 KM 2351931.0 |
 NC0984| NC0989 OLEAN RADIO STA WHDL AM TOWER       APPROX.13.9 KM 2562034.7 |
 NC0984| CZ9228 CLAYSON REISS RM 1                   22.654 METERS 34244     |
 NC0984|---------------------------------------------------------------------|
 NC0984
 NC0984                          SUPERSEDED SURVEY CONTROL
 NC0984
 NC0984  NAD 83(1986)-  42 06 21.06356(N)    078 18 37.44380(W) AD(       ) 2
 NC0984  NAD 27      -  42 06 20.82549(N)    078 18 38.38496(W) AD(       ) 2
 NC0984  NGVD 29 (07/19/86)  726.5    (m)         2384.     (f) VERT ANG       
 NC0984
 NC0984.Superseded values are not recommended for survey control.
 NC0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0984.See file dsdata.txt to determine how the superseded data were derived.
 NC0984
 NC0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2238565030(NAD 83)
 NC0984_MARKER: Z = SEE DESCRIPTION
 NC0984_SETTING: 0 = UNSPECIFIED SETTING
 NC0984
 NC0984  HISTORY     - Date     Condition        Report By
 NC0984  HISTORY     - 1964     MONUMENTED       CGS
 NC0984  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NC0984  HISTORY     - 20030424 MARK NOT FOUND   USPSQD
 NC0984
 NC0984                          STATION DESCRIPTION
 NC0984
 NC0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC0984'ABOUT 6-1/2 MILES EAST NORTHEAST OF OLEAN, 7-1/2 MILES SOUTH
 NC0984'SOUTHWEST OF CUBA, NEAR THE CATTARAUGUS-ALLEGANY CO. LINE ON
 NC0984'PROPERTY OF MR. KENNETH D. CLAYSON (3151 EASTON AVE.,
 NC0984'BETHLEHEM, PENNSYLVANIA).  IT IS 15 FEET NORTHEAST OF A 10 INCH
 NC0984'OAK TREE, WITH A TRIANGULAR BLAZE ON 3 SIDES, 17 FEET NORTH OF
 NC0984'A 14 INCH OAK TREE, 25 FEET NORTHWEST OF AN 8 INCH ASPEN TREE
 NC0984'AND 7 FEET WEST OF A WITNESS POST.  THE DISK IS SET IN THE TOP
 NC0984'OF A 4 INCH ORANGEBURG PIPE FILLED WITH CONCRETE AND
 NC0984'PROJECTING ABOUT 4 INCHES.  THE DISK IS STAMPED CLAYSON-REISS
 NC0984'1964.
 NC0984'
 NC0984'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 16 IN OLEAN,
 NC0984'GO EASTERLY ON HIGHWAY 17 FOR 2.5 MILES TO THE JUNCTION OF COUNTY
 NC0984'ROAD 27.  TURN LEFT ON ROAD 27 AND GO NORTH FOR 1.8 MILES TO A
 NC0984'Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ON ROAD 27
 NC0984'FOR 1.15 MILES TO A SIDE ROAD RIGHT (WOLF RUN ROAD AND COUNTY
 NC0984'ROAD 79).  TURN RIGHT ON ROAD 79 AND GO EAST AND NORTHEAST FOR
 NC0984'2.35 MILES TO THE REISS GAME PRESERVE AND LODGE ON THE
 NC0984'RIGHT.  TURN RIGHT AND GO SOUTH ALONG THE WEST END OF THE
 NC0984'LODGE AND CONTINUE SOUTH ON GRADED ROAD FOR 0.1 MILE TO A
 NC0984'CROSS TRAIL.  TURN RIGHT ON THE MAIN TRAVELED ROAD AND
 NC0984'GO SOUTH UP A LONG STEEP GRADE FOR 0.65 MILE TO A ROAD FORK
 NC0984'AND A DIM TRACK ROAD TO THE RIGHT.  TURN RIGHT ON THE TRACK
 NC0984'ROAD PASSING BETWEEN ROWS OF PINE TREES AND GO EASTERLY FOR
 NC0984'ABOUT 0.1 MILE.  TURN LEFT WITH THE TRACK ROAD AND GO
 NC0984'NORTHERLY FOR 0.1 MILE TO A SMALL CLEARING ON THE RIGHT AND A
 NC0984'TRAIL ON THE RIGHT.  CONTINUE NORTH AND WEST ON THIS TRAIL TO
 NC0984'THE TOP OF THE HILL (ABOUT 0.3 MILE) AND THE STATION.
 NC0984'
 NC0984'REFERENCE MARK 1 IS 10 FEET SOUTHWEST OF A TWIN TRUNK 8 INCH
 NC0984'OAK TREE, 4 FEET EAST OF A 4 INCH MAPLE TREE AND 2 FEET NORTHEAST
 NC0984'OF A WITNESS POST.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 NC0984'THE TOP OF A 4 INCH ORANGEBURG PIPE FILLED WITH CONCRETE AND
 NC0984'PROJECTING 6 INCHES.  THE DISK IS STAMPED CLAYSON-REISS NO 1
 NC0984'1964.
 NC0984'
 NC0984'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 NC0984'TOP OF A 4 INCH ORANGEBURG PIPE FILLED WITH CONCRETE AND
 NC0984'PROJECTING ABOUT 8 INCHES.  IT IS 15 FEET NORTHEAST OF A 20 INCH
 NC0984'OAK TREE, 6 FEET SOUTHEAST OF A 14 INCH OAK TREE, AND 5 FEET NORTH
 NC0984'OF A 3 INCH MAPLE TREE WITH A WITNESS SIGN WIRED ON THE SOUTH
 NC0984'SIDE.  THE DISK IS STAMPED CLAYSON-REISS NO 2 1964.
 NC0984'
 NC0984'NOTE--THE NAME CLAYSON WAS ADDED AT THE REQUEST OF THE PROPERTY
 NC0984'OWNER.  THE STATION NAME WAS ORIGINALLY REISS AND THE UNDERGROUND
 NC0984'MARK WAS NOT RESTAMPED.
 NC0984'
 NC0984'HEIGHT OF LIGHT ABOVE STATION MARK 30.22 METERS.
 NC0984
 NC0984                          STATION RECOVERY (1975)
 NC0984
 NC0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NC0984'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NC0984'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION WOULD
 NC0984'BE OPEN TO THE NORTH WHEN LEAVES ARE OFF THE TREES.
 NC0984'
 NC0984'STATION IS LOCATED ON A PROMINENT HILL OF ABOUT 2397 FEET
 NC0984'ELEVATION, ABOUT 750 FEET WEST OF THE CATTARAUGUS-ALLEGANY
 NC0984'COUNTY LINE.  STATION MARK IS A STANDARD DISK STAMPED CLAYSON-REISS
 NC0984'1964, SET IN CONCRETE IN THE TOP OF A 4-INCH-DIAMETER ORANGEBURG
 NC0984'PIPE PROJECTING 4 INCHES FROM GROUND.  IT IS 5 FEET
 NC0984'WEST-NORTHWEST OF A METAL WITNESS POST.
 NC0984'
 NC0984'RM NO. 1 IS A STANDARD DISK STAMPED CLAYSON-REISS NO 1 1964,
 NC0984'SET IN THE TOP OF A CONCRETE-FILLED, ORANGEBURG PIPE 4 INCHES IN
 NC0984'DIAMETER AND PROJECTING 6 INCHES FROM GROUND.  IT IS 3 FEET
 NC0984'NORTHEAST OF A METAL WITNESS POST.
 NC0984'
 NC0984'RM NO. 2 IS A STANDARD DISK STAMPED CLAYTON-REISS NO 2 1964, SET
 NC0984'IN THE TOP OF A CONCRETE-FILLED ORANGEBURG PIPE 4 INCHES IN
 NC0984'DIAMETER AND PROJECTING 8 INCHES FROM GROUND.  IT IS 7 FEET WEST
 NC0984'OF A METAL WITNESS SIGN FASTENED TO A TREE.
 NC0984'
 NC0984'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 305 AND 17
 NC0984'IN PORTVILLE, GO NORTHEAST ON NY RTE. 305 FOR 1.95 MILES TO A
 NC0984'CROSSROAD.  GO LEFT FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK AND
 NC0984'FOLLOW YUBADAM RD. NORTHERLY FOR 3.15 MILES TO A CLUSTER OF
 NC0984'HOUSES ON LEFT AND A GATE ON THE RIGHT FORK OF ROADS.  PASS
 NC0984'THROUGH GATE AND GO NORTH ON WOODS ROAD FOR 0.5 MILE TO SECOND
 NC0984'CROSSROAD.  GO LEFT FOR 0.1 MILE TO TOP OF GRADE AND END OF
 NC0984'TRUCK TRAVEL.  WALK NORTHWEST ABOUT 1300 FEET TO STATION ON
 NC0984'SUMMIT OF HILL.
 NC0984'
 NC0984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0984'7 MILES ENE OF OLEAN.
 NC0984
 NC0984                          STATION RECOVERY (2003)
 NC0984
 NC0984'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0984'PIPE POST BROKEN OFF AT GROUND LEVEL. DISK MISSING.RM1 FOUND GOOD. RM2
 NC0984'POOR LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2018 ***********************************************************************
 NB2018  DESIGNATION -  CLAYTON
 NB2018  PID         -  NB2018
 NB2018  STATE/COUNTY-  NY/LIVINGSTON
 NB2018  USGS QUAD   -  WAYLAND (1978)
 NB2018
 NB2018                         *CURRENT SURVEY CONTROL
 NB2018  ___________________________________________________________________
 NB2018* NAD 83(1996)-  42 36 40.88879(N)    077 37 18.01466(W)     ADJUSTED  
 NB2018* NAVD 88     -       549.7    (meters)    1803.     (feet)  VERTCON   
 NB2018  ___________________________________________________________________
 NB2018  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 NB2018  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NB2018
 NB2018  HORZ ORDER  -  FIRST
 NB2018
 NB2018.The horizontal coordinates were established by classical geodetic methods
 NB2018.and adjusted by the National Geodetic Survey in January 1999..
 NB2018
 NB2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2018
 NB2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2018
 NB2018.The geoid height was determined by GEOID03.
 NB2018
 NB2018;                    North         East     Units Scale Factor Converg.
 NB2018;SPC NY W     -   290,447.213   428,902.683   MT  1.00001407   +0 39 04.0
 NB2018;SPC NY W     -   952,908.90  1,407,158.22   sFT  1.00001407   +0 39 04.0
 NB2018;SPC NY C     -   290,521.557   164,806.231   MT  1.00002676   -0 42 10.9
 NB2018;SPC NY C     -   953,152.81    540,701.78   sFT  1.00002676   -0 42 10.9
 NB2018;UTM  18      - 4,720,990.186   284,963.727   MT  1.00016894   -1 46 32.2
 NB2018
 NB2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2018!SPC NY W     -   0.99991906  x   1.00001407  =   0.99993313
 NB2018!SPC NY C     -   0.99991906  x   1.00002676  =   0.99994582
 NB2018!UTM  18      -   0.99991906  x   1.00016894  =   1.00008798
 NB2018
 NB2018:                Primary Azimuth Mark                     Grid Az
 NB2018:SPC NY W     -  CLAYTON AZ MK                            088 54 58.9
 NB2018:SPC NY C     -  CLAYTON AZ MK                            090 16 13.8
 NB2018:UTM  18      -  CLAYTON AZ MK                            091 20 35.1
 NB2018
 NB2018|---------------------------------------------------------------------|
 NB2018| PID    Reference Object                     Distance      Geod. Az  |
 NB2018|                                                           dddmmss.s |
 NB2018| DE4786 CLAYTON AZ MK                                      0893402.9 |
 NB2018| DE4787 CLAYTON RM 1 SE                      41.486 METERS 14012     |
 NB2018| DE4788 CLAYTON RM 2 W                       48.616 METERS 26449     |
 NB2018|---------------------------------------------------------------------|
 NB2018
 NB2018                          SUPERSEDED SURVEY CONTROL
 NB2018
 NB2018  NAD 83(1986)-  42 36 40.89768(N)    077 37 18.00726(W) AD(       ) 1
 NB2018  NAD 27      -  42 36 40.66400(N)    077 37 19.03500(W) AD(       ) 1
 NB2018  NGVD 29 (07/19/86)  549.8    (m)         1804.     (f) VERT ANG       
 NB2018
 NB2018.Superseded values are not recommended for survey control.
 NB2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2018.See file dsdata.txt to determine how the superseded data were derived.
 NB2018
 NB2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8496420990(NAD 83)
 NB2018_MARKER: Z = SEE DESCRIPTION
 NB2018_SETTING: 0 = UNSPECIFIED SETTING
 NB2018
 NB2018  HISTORY     - Date     Condition        Report By
 NB2018  HISTORY     - 1939     MONUMENTED       NY5230
 NB2018  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NB2018  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB2018
 NB2018                          STATION DESCRIPTION
 NB2018
 NB2018'DESCRIBED BY CITY OF ROCHESTER NEW YORK 1939 (PLB)
 NB2018'STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHWEST OF THE TOWN
 NB2018'OF SPRINGWATER, ON A PROMINENT RIDGE AND ON THE PROPERTY OF
 NB2018'ED. WAMBOLD WHO LIVES ABOUT 150 YARDS SOUTHEAST OF THE
 NB2018'STATION.  THIS STATION WAS ESTABLISHED BY THE ROCHESTER WATER
 NB2018'WORKS, AND IS MARKED BY A BRONZE DISK SET IN A MASS OF CONCRETE
 NB2018'18 INCHES BELOW THE SURFACE, WITH A HOLE IN THE CENTER OF
 NB2018'THE DISK TO MARK THE POINT.
 NB2018'
 NB2018'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 NB2018'DESCRIBED IN NOTE 11A.
 NB2018'
 NB2018'REFERENCE MARK NO. 1 IS IN AN EAST-WEST LANE, 1 FOOT SOUTH OF
 NB2018'THE NORTH FENCE LINE AND 12 PACES EAST OF A GATE.  IT IS MARKED
 NB2018'BY A NAIL IN THE CENTER OF A 4-INCH IRON PIPE FILLED WITH CONCRETE.
 NB2018'
 NB2018'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH LANE, 18 FEET WEST
 NB2018'OF EAST FENCE LINE AND 3 FEET EAST OF THE ROW OF TREE STUMPS
 NB2018'USED AS A FENCE.  IT IS MARKED BY A NAIL IN THE CENTER OF A
 NB2018'4-INCH IRON PIPE FILLED WITH CONCRETE.
 NB2018'
 NB2018'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS 0.1 MILE EAST OF
 NB2018'HIGHWAY NO. 15, 6 PACES SOUTH OF THE CENTER LINE OF AN EAST-WEST
 NB2018'ROAD AND 2 FEET NORTH OF THE FENCE LINE ON THE ROAD RIGHT-OF-WAY.
 NB2018'
 NB2018'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 NB2018
 NB2018                          STATION RECOVERY (1958)
 NB2018
 NB2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NB2018'STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 RECOVERED
 NB2018'IN GOOD CONDITION AZIMUTH MARK SEARCHED FOR BUT NOT
 NB2018'RECOVERED.  ANGLE BETWEEN REFERENCE MARKS CHECKED AND
 NB2018'VERIFIED.  DISTANCE TO REFERENCE MARK NO. 2 IS IN ERROR AND SHOULD
 NB2018'BE 158.50 FEET.  DISTANCE TO REFERENCE MARK NO. 1 IS 136.05
 NB2018'FEET.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 NB2018'FOLLOWING.
 NB2018'
 NB2018'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 15
 NB2018'AND 15A IN SPRINGWATER GO 1.0 MILE WEST ON STATE ROUTE 15
 NB2018'TO FORK IN ROAD, TAKE LEFT FORK 0.5 MILE SOUTH TO FORK IN ROAD,
 NB2018'TAKE RIGHT FORK 0.05 MILE WEST TO FORK IN ROAD, TAKE LEFT
 NB2018'FORK 1.6 MILES SOUTHERLY TO FARM DRIVE ON RIGHT, TURN RIGHT
 NB2018'FOLLOW FARM DRIVE AND FIELD ROAD 0.2 MILE TO STATION ON RIGHT
 NB2018'ABOUT 125 FEET NORTH IN CULTIVATED FIELD.
 NB2018
 NB2018                          STATION RECOVERY (1974)
 NB2018
 NB2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB2018'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE
 NB2018'AND ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  TIMBER
 NB2018'BLOCKS VIEW TO NORTH AND SOUTH, BUT REMAINING AREAS ARE CLEAR.
 NB2018'
 NB2018'STATION IS LOCATED ON A RIDGE IN SOUTHWEST CORNER OF A
 NB2018'CULTIVATED FIELD.  STATION MARK IS A ROCHESTER WATER WORKS
 NB2018'BRONZE DISK STAMPED RWW, SET IN A MASS OF CONCRETE 18 INCHES
 NB2018'BELOW GROUND.  IT IS 159 FEET EAST OF A HEDGEROW AND
 NB2018'120 FEET NORTH OF A FENCE LINE.
 NB2018'
 NB2018'RM NO. 1 IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE AND
 NB2018'WITH A 1/4-INCH IRON ROD IN THE CENTER, PROJECTING 6 INCHES
 NB2018'FROM GROUND.  IT IS 340 FEET WEST OF BARN, IN EAST-WEST FENCE
 NB2018'LINE ON NORTH SIDE OF LANE.
 NB2018'
 NB2018'RM NO. 2 IS A 4-INCH IRON PIPE, FILLED WITH CONCRETE AND
 NB2018'WITH A 1/4-INCH IRON ROD IN THE CENTER, PROJECTING 6 INCHES
 NB2018'FROM GROUND.  IT IS 121 FEET NORTH OF FENCE CORNER, SET IN A
 NB2018'HEDGEROW.
 NB2018'
 NB2018'AZIMUTH MARK IS A STANDARD DISK STAMPED RWW 1929 1939, SET IN
 NB2018'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NB2018'3 INCHES FROM GROUND.  IT IS 22 FEET SOUTH OF CENTER LINE OF
 NB2018'HUDSON ROAD, OPPOSITE A HEDGE ROW RUNNING NORTH FROM ROAD,
 NB2018'53 FEET WEST-NORTHWEST OF POWER POLE P2/NYS E AND G E-2, AND
 NB2018'SET IN THE NORTHWEST CORNER OF A FIELD, LEVEL WITH ROAD.  TO
 NB2018'REACH FROM JUNCTION OF NY RTES. 15 AND 15A IN SPRINGWATER,
 NB2018'GO SOUTH ON NY RTE. 15 FOR 1.9 MILES.  TURN LEFT ON
 NB2018'HUDSON RD. AND GO EAST 0.1 MILE TO AZIMUTH MARK ON RIGHT.
 NB2018'
 NB2018'TO REACH STATION FROM THE JUNCTION OF NY RTES. 15 AND 15A IN
 NB2018'SPRINGWATER, GO WEST ON NY RTE. 15 FOR 1.0 MILES.  TAKE LEFT FORK
 NB2018'AND GO SOUTH 0.5 MILE TO FORK.  TAKE RIGHT FORK, CROSSING
 NB2018'RAILROAD LINE, FOR 0.1 MILE TO FORK.  TAKE LEFT FORK AND GO
 NB2018'SOUTH ON WIDMAN RD. FOR 1.3 MILES TO FARM BUILDINGS AND
 NB2018'STATION ON RIGHT, ABOUT 375 FEET WEST OF THE BARN.
 NB2018'
 NB2018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB2018'1-1/2 MILES SW OF SPRINGWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0307 ***********************************************************************
 PJ0307  DESIGNATION -  CLAYTON ISLAND GEN ELEC CO TK
 PJ0307  PID         -  PJ0307
 PJ0307  STATE/COUNTY-  NY/JEFFERSON
 PJ0307  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0307
 PJ0307                         *CURRENT SURVEY CONTROL
 PJ0307  ___________________________________________________________________
 PJ0307* NAD 83(1996)-  44 10 48.28285(N)    076 17 29.15377(W)     ADJUSTED  
 PJ0307* NAVD 88     -                                                        
 PJ0307  ___________________________________________________________________
 PJ0307  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 PJ0307  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PJ0307
 PJ0307  HORZ ORDER  -  THIRD
 PJ0307
 PJ0307.The horizontal coordinates were established by classical geodetic methods
 PJ0307.and adjusted by the National Geodetic Survey in January 1999..
 PJ0307
 PJ0307
 PJ0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0307
 PJ0307.The geoid height was determined by GEOID03.
 PJ0307
 PJ0307;                    North         East     Units Scale Factor Converg.
 PJ0307;SPC NY C     -   464,315.006   273,339.942   MT  0.99994420   +0 12 12.4
 PJ0307;SPC NY C     - 1,523,340.15    896,782.79   sFT  0.99994420   +0 12 12.4
 PJ0307;UTM  18      - 4,892,684.909   396,774.032   MT  0.99973105   -0 54 00.4
 PJ0307
 PJ0307                          SUPERSEDED SURVEY CONTROL
 PJ0307
 PJ0307  NAD 83(1986)-  44 10 48.28440(N)    076 17 29.15422(W) AD(       ) 4
 PJ0307  NAD 27      -  44 10 48.14000(N)    076 17 30.38000(W) AD(       ) 3
 PJ0307
 PJ0307.Superseded values are not recommended for survey control.
 PJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0307.See file dsdata.txt to determine how the superseded data were derived.
 PJ0307
 PJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9677492685(NAD 83)
 PJ0307
 PJ0307  HISTORY     - Date     Condition        Report By
 PJ0307  HISTORY     - 1942     MONUMENTED       CGS
 PJ0307
 PJ0307                          STATION DESCRIPTION
 PJ0307
 PJ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PJ0307'THIS INTERSECTION STATION IS ON THE SE PART OF CLAYTON ISLAND,
 PJ0307'ABOUT 3 MILES W OF CAPE VINCENT.  IT IS OWNED BY THE GENERAL
 PJ0307'ELECTRIC COMPANY.  THE TANK IS A LARGE OVAL-BOTTOMED WATER
 PJ0307'TANK, ABOUT 80 FEET HIGH, PAINTED BLACK AND ERECTED IN 1928.  THE
 PJ0307'POINT LOCATED WAS THE BALL AT THE APEX OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0281 ***********************************************************************
 PJ0281  DESIGNATION -  CLAYTON MUN STANDPIPE
 PJ0281  PID         -  PJ0281
 PJ0281  STATE/COUNTY-  NY/JEFFERSON
 PJ0281  USGS QUAD   -  CLAYTON (1980)
 PJ0281
 PJ0281                         *CURRENT SURVEY CONTROL
 PJ0281  ___________________________________________________________________
 PJ0281* NAD 83(1996)-  44 14 09.01707(N)    076 05 10.72109(W)     ADJUSTED  
 PJ0281* NAVD 88     -                                                        
 PJ0281  ___________________________________________________________________
 PJ0281  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 PJ0281  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0281
 PJ0281  HORZ ORDER  -  THIRD
 PJ0281
 PJ0281.The horizontal coordinates were established by classical geodetic methods
 PJ0281.and adjusted by the National Geodetic Survey in January 1999..
 PJ0281
 PJ0281
 PJ0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0281
 PJ0281.The geoid height was determined by GEOID03.
 PJ0281
 PJ0281;                    North         East     Units Scale Factor Converg.
 PJ0281;SPC NY C     -   470,589.109   289,703.523   MT  0.99995688   +0 20 48.2
 PJ0281;SPC NY C     - 1,543,924.44    950,468.98   sFT  0.99995688   +0 20 48.2
 PJ0281;UTM  18      - 4,898,641.125   413,251.531   MT  0.99969255   -0 45 28.3
 PJ0281
 PJ0281                          SUPERSEDED SURVEY CONTROL
 PJ0281
 PJ0281  NAD 83(1986)-  44 14 09.02029(N)    076 05 10.72274(W) AD(       ) 4
 PJ0281  NAD 27      -  44 14 08.86000(N)    076 05 11.92000(W) AD(       ) 3
 PJ0281
 PJ0281.Superseded values are not recommended for survey control.
 PJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0281.See file dsdata.txt to determine how the superseded data were derived.
 PJ0281
 PJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1325298641(NAD 83)
 PJ0281
 PJ0281  HISTORY     - Date     Condition        Report By
 PJ0281  HISTORY     - 1942     MONUMENTED       CGS
 PJ0281  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PJ0281
 PJ0281                          STATION DESCRIPTION
 PJ0281
 PJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PJ0281'THIS INTERSECTION STATION IS IN THE SW PART OF THE CITY OF
 PJ0281'CLAYTON, ABOUT FOUR BLOCKS S OF THE BUSINESS DISTRICT AND 1-1/2
 PJ0281'BLOCKS W OF NEW YORK HIGHWAY 12.  THE STANDPIPE IS CONSTRUCTED
 PJ0281'OF STEEL AND IS PAINTED ALUMINUM.  IT IS ABOUT 75 FEET HIGH AND
 PJ0281'IS ABOUT 20 FEET IN DIAMETER.  THE POINT LOCATED WAS THE
 PJ0281'CENTER OF THE TOP OF THE STANDPIPE.
 PJ0281
 PJ0281                          STATION RECOVERY (1989)
 PJ0281
 PJ0281'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 PJ0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0280 ***********************************************************************
 PJ0280  DESIGNATION -  CLAYTON NORTH BASE USLS
 PJ0280  PID         -  PJ0280
 PJ0280  STATE/COUNTY-  NY/JEFFERSON
 PJ0280  USGS QUAD   -  CLAYTON (1980)
 PJ0280
 PJ0280                         *CURRENT SURVEY CONTROL
 PJ0280  ___________________________________________________________________
 PJ0280* NAD 83(1996)-  44 14 33.04412(N)    076 04 57.76094(W)     ADJUSTED  
 PJ0280* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 PJ0280  ___________________________________________________________________
 PJ0280  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 PJ0280  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 PJ0280
 PJ0280  HORZ ORDER  -  SECOND
 PJ0280
 PJ0280.The horizontal coordinates were established by classical geodetic methods
 PJ0280.and adjusted by the National Geodetic Survey in January 1999..
 PJ0280
 PJ0280.The orthometric height was scaled from a topographic map.
 PJ0280
 PJ0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0280
 PJ0280.The geoid height was determined by GEOID03.
 PJ0280
 PJ0280;                    North         East     Units Scale Factor Converg.
 PJ0280;SPC NY C     -   471,332.425   289,986.584   MT  0.99995716   +0 20 57.4
 PJ0280;SPC NY C     - 1,546,363.13    951,397.65   sFT  0.99995716   +0 20 57.4
 PJ0280;UTM  18      - 4,899,378.650   413,548.791   MT  0.99969192   -0 45 19.6
 PJ0280
 PJ0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0280!SPC NY C     -   0.99999214  x   0.99995716  =   0.99994930
 PJ0280!UTM  18      -   0.99999214  x   0.99969192  =   0.99968406
 PJ0280
 PJ0280                          SUPERSEDED SURVEY CONTROL
 PJ0280
 PJ0280  NAD 83(1986)-  44 14 33.04731(N)    076 04 57.76300(W) AD(       ) 2
 PJ0280  NAD 27      -  44 14 32.87800(N)    076 04 58.96700(W) AD(       ) 2
 PJ0280
 PJ0280.Superseded values are not recommended for survey control.
 PJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0280.See file dsdata.txt to determine how the superseded data were derived.
 PJ0280
 PJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1354999379(NAD 83)
 PJ0280
 PJ0280  HISTORY     - Date     Condition        Report By
 PJ0280  HISTORY     - UNK      MONUMENTED
 PJ0280  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PJ0280  HISTORY     - 19970729 MARK NOT FOUND   USPSQD
 PJ0280
 PJ0280                          STATION DESCRIPTION
 PJ0280
 PJ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PJ0280'STATION COULD NOT BE FOUND AND WAS PROBABLY DESTROYED BY THE
 PJ0280'RAILROAD IMPROVEMENTS.
 PJ0280
 PJ0280                          STATION RECOVERY (1997)
 PJ0280
 PJ0280'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0278 ***********************************************************************
 PJ0278  DESIGNATION -  CLAYTON SOUTH BASE
 PJ0278  PID         -  PJ0278
 PJ0278  STATE/COUNTY-  NY/JEFFERSON
 PJ0278  USGS QUAD   -  CLAYTON (1980)
 PJ0278
 PJ0278                         *CURRENT SURVEY CONTROL
 PJ0278  ___________________________________________________________________
 PJ0278* NAD 83(1996)-  44 14 04.27181(N)    076 04 31.92135(W)     ADJUSTED  
 PJ0278* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 PJ0278  ___________________________________________________________________
 PJ0278  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 PJ0278  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 PJ0278
 PJ0278  HORZ ORDER  -  SECOND
 PJ0278
 PJ0278.The horizontal coordinates were established by classical geodetic methods
 PJ0278.and adjusted by the National Geodetic Survey in January 1999..
 PJ0278
 PJ0278.The orthometric height was scaled from a topographic map.
 PJ0278
 PJ0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0278
 PJ0278.The geoid height was determined by GEOID03.
 PJ0278
 PJ0278;                    North         East     Units Scale Factor Converg.
 PJ0278;SPC NY C     -   470,447.919   290,565.383   MT  0.99995773   +0 21 15.3
 PJ0278;SPC NY C     - 1,543,461.21    953,296.59   sFT  0.99995773   +0 21 15.3
 PJ0278;UTM  18      - 4,898,483.389   414,110.281   MT  0.99969073   -0 45 01.2
 PJ0278
 PJ0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0278!SPC NY C     -   0.99999182  x   0.99995773  =   0.99994955
 PJ0278!UTM  18      -   0.99999182  x   0.99969073  =   0.99968255
 PJ0278
 PJ0278|---------------------------------------------------------------------|
 PJ0278| PID    Reference Object                     Distance      Geod. Az  |
 PJ0278|                                                           dddmmss.s |
 PJ0278| DE4509 CLAYTON SOUTH BASE RM 1              18.309 METERS 20616     |
 PJ0278| DE4510 CLAYTON SOUTH BASE RM 2              17.058 METERS 26820     |
 PJ0278| PJ0279 CLAYTON ST MARYS CATH CH SPIRE      APPROX. 1.0 KM 2981803.2 |
 PJ0278| CZ8754 CLAYTON SOUTH BASE POST NW           32.120 METERS 30014     |
 PJ0278|---------------------------------------------------------------------|
 PJ0278
 PJ0278                          SUPERSEDED SURVEY CONTROL
 PJ0278
 PJ0278  NAD 83(1986)-  44 14 04.27497(N)    076 04 31.92319(W) AD(       ) 2
 PJ0278  NAD 27      -  44 14 04.10100(N)    076 04 33.12500(W) AD(       ) 2
 PJ0278
 PJ0278.Superseded values are not recommended for survey control.
 PJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0278.See file dsdata.txt to determine how the superseded data were derived.
 PJ0278
 PJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1411098483(NAD 83)
 PJ0278
 PJ0278  HISTORY     - Date     Condition        Report By
 PJ0278  HISTORY     - 1873     MONUMENTED       USLS
 PJ0278  HISTORY     - 1933     SEE DESCRIPTION  CGS
 PJ0278  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PJ0278
 PJ0278                          STATION DESCRIPTION
 PJ0278
 PJ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PJ0278'STATION IS LOCATED ABOUT 2/3 MI. SE OF CLAYTON, ABOUT 1/3 MI. S
 PJ0278'OF THE HIGHWAY, ABOUT 130 FT. E OF THE NEW YORK CENTRAL
 PJ0278'RAILROAD TRACK, AND ON THE W SIDE OF A GOLF COURSE.  IT IS ON
 PJ0278'THE SW SIDE OF A RISE ABOUT 210 FT. SE OF THE FOURTH TREE, AND
 PJ0278'55 FT. E OF THE RAILROAD FENCE.  IT IS 120 FT. SW OF A LARGE
 PJ0278'ELM TREE, 105 FT. SE OF A STONE POST IN THE FENCE LINE,
 PJ0278'60.12 FT. N-NE OF A BRONZE DISK STAMPED NO 1, AND 55.95 FT. E
 PJ0278'OF A BRONZE DISK STAMPED NO 2.  THE REFERENCE DISKS, WITH AN
 PJ0278'ARROW POINTING TO THE STATION, WERE SET IN THE FENCE LINE NO.
 PJ0278'1 (BEING IN A STONE POST), AND NO. 2 IN A CONCRETE POST
 PJ0278'PROJECTING 3 IN. ABOVE THE GROUND SURFACE.  THE ELEVATION ABOVE
 PJ0278'THE RIVER IS ABOUT 40 FT.  THE STATION MARK (ESTABLISHED IN
 PJ0278'1873) IS A SHALLOW 1/4-IN. DRILL HOLE IN A TRIANGLE CUT IN
 PJ0278'A FLAT ROCK ABOUT 1 FT. BELOW THE GROUND SURFACE.
 PJ0278
 PJ0278                          STATION RECOVERY (1974)
 PJ0278
 PJ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PJ0278'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION
 PJ0278'IS RESTRICTED BY TREES TO ONLY AS FAR AS N.Y. RTE. 12 A SHORT
 PJ0278'DISTANCE TO NORTHWEST AND NORTH.
 PJ0278'
 PJ0278'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF THE CLAYTON
 PJ0278'GOLF COURSE, ABOUT IN THE CENTER OF THE 4TH FAIRWAY.  STATION
 PJ0278'IS MARKED BY A 1/4-INCH DIAMETER DRILL HOLE ABOUT 3/8-INCH
 PJ0278'DEEP, SURROUNDED BY A 3-INCH, CHISELED TRIANGLE IN THE TOP OF A
 PJ0278'FLAT ROCK 1.2 FEET BELOW LAWN SURFACE.  IT IS 108 FEET
 PJ0278'SOUTHEAST OF SOUTHEAST CORNER OF THE 4TH TEE, 50.0 FEET
 PJ0278'NORTHEAST OF THE OLD HOGWIRE RAILROAD RIGHT-OF-WAY FENCE,
 PJ0278'120 FEET WEST-SOUTHWEST OF A LARGE, LONE ELM TREE, AND
 PJ0278'56.0 FEET EAST OF A METAL WITNESS POST.
 PJ0278'
 PJ0278'RM NO. 1 IS A USLS REFERENCE MARK DISK, STAMPED 1, SET IN THE
 PJ0278'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 2 INCHES
 PJ0278'FROM GROUND.  IT IS IN THE HOGWIRE FENCE LINE, 72 YARDS
 PJ0278'NORTHWEST OF A RAILROAD CULVERT.
 PJ0278'
 PJ0278'RM NO. 2 IS A USLS REFERENCE MARK DISK, STAMPED 2, SET IN THE
 PJ0278'TOP OF A 6-INCH-SQUARE CONCRETE POST PROJECTING 8 INCHES FROM
 PJ0278'GROUND.  IT IS 95 FEET SOUTH OF SOUTHWEST CORNER OF THE
 PJ0278'4TH TEE, 60 FEET NORTHWEST OF RM NO. 1, 65.8 FEET SOUTHEAST OF
 PJ0278'THE STONE REFERENCE POST, 1 FOOT NORTH OF THE METAL WITNESS
 PJ0278'POST AND ALONG THE FENCE LINE, IN BRUSH.
 PJ0278'
 PJ0278'STONE REFERENCE POST IS A 2-INCH CHISELED TRIANGLE WITH A
 PJ0278'SHALLOW DRILL HOLE IN THE CENTER, IN THE TOP OF AN
 PJ0278'IRREGULAR-SHAPED STONE PROJECTING 4 INCHES FROM GROUND.  IT IS
 PJ0278'34 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE 4TH TEE AND
 PJ0278'1 FOOT SOUTHWEST OF THE FENCE LINE.
 PJ0278'
 PJ0278'TO REACH STATION FROM THE JUNCTION OF N.Y. RTES. 12 AND 12E
 PJ0278'AT THE SOUTHEAST EDGE OF CLAYTON, GO NORTHEAST ON N.Y. RTE. 12E
 PJ0278'FOR 0.4 MILE.  TURN RIGHT, INTO GOLF COURSE ENTRANCE, THEN
 PJ0278'RIGHT AGAIN, AND FOLLOW ALONG WESTERLY PERIMETER ROAD OF THE
 PJ0278'GOLF COURSE FOR 0.4 MILE TO STATION JUST PAST THE 4TH TEE, IN
 PJ0278'MIDDLE OF FAIRWAY.
 PJ0278'
 PJ0278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PJ0278'1/2-MILE SOUTHEAST OF CLAYTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0279 ***********************************************************************
 PJ0279  DESIGNATION -  CLAYTON ST MARYS CATH CH SPIRE
 PJ0279  PID         -  PJ0279
 PJ0279  STATE/COUNTY-  NY/JEFFERSON
 PJ0279  USGS QUAD   -  CLAYTON (1980)
 PJ0279
 PJ0279                         *CURRENT SURVEY CONTROL
 PJ0279  ___________________________________________________________________
 PJ0279* NAD 83(1996)-  44 14 19.17667(N)    076 05 10.42869(W)     ADJUSTED  
 PJ0279* NAVD 88     -                                                        
 PJ0279  ___________________________________________________________________
 PJ0279  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 PJ0279  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0279
 PJ0279  HORZ ORDER  -  THIRD
 PJ0279
 PJ0279.The horizontal coordinates were established by classical geodetic methods
 PJ0279.and adjusted by the National Geodetic Survey in January 1999..
 PJ0279
 PJ0279
 PJ0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0279
 PJ0279.The geoid height was determined by GEOID03.
 PJ0279
 PJ0279;                    North         East     Units Scale Factor Converg.
 PJ0279;SPC NY C     -   470,902.713   289,708.113   MT  0.99995688   +0 20 48.5
 PJ0279;SPC NY C     - 1,544,953.32    950,484.03   sFT  0.99995688   +0 20 48.5
 PJ0279;UTM  18      - 4,898,954.500   413,262.164   MT  0.99969253   -0 45 28.3
 PJ0279
 PJ0279                          SUPERSEDED SURVEY CONTROL
 PJ0279
 PJ0279  NAD 83(1986)-  44 14 19.17987(N)    076 05 10.43043(W) AD(       ) 4
 PJ0279  NAD 27      -  44 14 19.02100(N)    076 05 11.63300(W) AD(       ) 3
 PJ0279
 PJ0279.Superseded values are not recommended for survey control.
 PJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0279.See file dsdata.txt to determine how the superseded data were derived.
 PJ0279
 PJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1326298954(NAD 83)
 PJ0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PJ0279+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 PJ0279
 PJ0279  HISTORY     - Date     Condition        Report By
 PJ0279  HISTORY     - 1942     MONUMENTED       CGS
 PJ0279  HISTORY     - 1989     GOOD             USPSQD
 PJ0279  HISTORY     - 20050601 GOOD             USPSQD
 PJ0279
 PJ0279                          STATION DESCRIPTION
 PJ0279
 PJ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PJ0279'STATION IS IN THE S CENTRAL PART OF CLAYTON, AND ON THE E SIDE
 PJ0279'OF NEW YORK HIGHWAY 12.  THE CHURCH IS OF GRAY STONE CONSTRUCTION
 PJ0279'AND WAS BUILT IN 1885.  THE SPIRE IS ON THE NW CORNER OF THE
 PJ0279'BUILDING, IS BUILT OF WOOD, TAPERING TO A POINT AT THE TOP AND
 PJ0279'IS SURMOUNTED BY A CROSS.  THE POINT LOCATED WAS THE CENTER
 PJ0279'OF THE HIGHEST POINT OF THE CROSS.
 PJ0279
 PJ0279                          STATION RECOVERY (1989)
 PJ0279
 PJ0279'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 PJ0279'RECOVERED IN GOOD CONDITION.
 PJ0279
 PJ0279                          STATION RECOVERY (2005)
 PJ0279
 PJ0279'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0279'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1544 ***********************************************************************
 OD1544  DESIGNATION -  CLB
 OD1544  PID         -  OD1544
 OD1544  STATE/COUNTY-  NY/SARATOGA
 OD1544  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1544
 OD1544                         *CURRENT SURVEY CONTROL
 OD1544  ___________________________________________________________________
 OD1544* NAD 83(1996)-  43 02 14.22588(N)    073 40 58.85733(W)     ADJUSTED  
 OD1544* NAVD 88     -       118.8    (meters)     390.     (feet)  VERTCON   
 OD1544  ___________________________________________________________________
 OD1544  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 OD1544  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OD1544
 OD1544  HORZ ORDER  -  SECOND
 OD1544
 OD1544.The horizontal coordinates were established by classical geodetic methods
 OD1544.and adjusted by the National Geodetic Survey in January 1999..
 OD1544
 OD1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1544
 OD1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1544
 OD1544.The geoid height was determined by GEOID03.
 OD1544
 OD1544;                    North         East     Units Scale Factor Converg.
 OD1544;SPC NY E     -   467,137.558   216,570.879   MT  0.99995450   +0 33 27.3
 OD1544;SPC NY E     - 1,532,600.47    710,532.96   sFT  0.99995450   +0 33 27.3
 OD1544;UTM  18      - 4,765,796.785   607,280.936   MT  0.99974158   +0 53 56.0
 OD1544
 OD1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1544!SPC NY E     -   0.99998619  x   0.99995450  =   0.99994069
 OD1544!UTM  18      -   0.99998619  x   0.99974158  =   0.99972778
 OD1544
 OD1544:                Primary Azimuth Mark                     Grid Az
 OD1544:SPC NY E     -  CLB 2                                    032 44 57.3
 OD1544:UTM  18      -  CLB 2                                    032 24 28.6
 OD1544
 OD1544|---------------------------------------------------------------------|
 OD1544| PID    Reference Object                     Distance      Geod. Az  |
 OD1544|                                                           dddmmss.s |
 OD1544| DA3249 CLB 2                                              0331824.6 |
 OD1544| OD1546 CLB A SACGS 1973                     20.162 METERS 16149     |
 OD1544| DA3248 CLB 1                                              3512701.8 |
 OD1544|---------------------------------------------------------------------|
 OD1544
 OD1544                          SUPERSEDED SURVEY CONTROL
 OD1544
 OD1544  NAD 83(1996)-  43 02 14.22820(N)    073 40 58.85817(W) AD(       ) 2
 OD1544  NAD 83(1996)-  43 02 14.22847(N)    073 40 58.85829(W) AD(       ) 2
 OD1544  NAD 83(1992)-  43 02 14.22915(N)    073 40 58.85803(W) AD(       ) 2
 OD1544  NAD 83(1992)-  43 02 14.22935(N)    073 40 58.85813(W) AD(       ) 2
 OD1544  NAD 83(1986)-  43 02 14.23023(N)    073 40 58.85734(W) AD(       ) 2
 OD1544  NAD 27      -  43 02 13.96009(N)    073 41 00.43482(W) AD(       ) 2
 OD1544  NGVD 29 (07/19/86)  119.0    (m)          390.     (f) VERT ANG       
 OD1544
 OD1544.Superseded values are not recommended for survey control.
 OD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1544.See file dsdata.txt to determine how the superseded data were derived.
 OD1544
 OD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0728165797(NAD 83)
 OD1544_MARKER: DD = SURVEY DISK
 OD1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1544+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 OD1544
 OD1544  HISTORY     - Date     Condition        Report By
 OD1544  HISTORY     - 1973     MONUMENTED       NY-091
 OD1544  HISTORY     - 20010702 GOOD             USPSQD
 OD1544  HISTORY     - 20020726 GOOD             USPSQD
 OD1544
 OD1544                          STATION DESCRIPTION
 OD1544
 OD1544'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1544'THE STATION IS LOCATED 2.0 MILES WEST OF QUAKER SPRINGS, 7.0
 OD1544'MILES SOUTHWEST OF SCHUYLERVILLE, AND 6.5 MILES NORTHWEST OF
 OD1544'STILLWATER IN THE TOWNSHIP OF SARATOGA.
 OD1544'
 OD1544'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE, GO
 OD1544'SOUTH ON U.S. HIGHWAY 4 FOR 0.25 MILE TO THE Y-INTERSECTION OF
 OD1544'STATE HIGHWAY 32 (HORRIGAN AVENUE).  BEAR RIGHT AND GO
 OD1544'SOUTHWESTERLY AND SOUTH ON STATE HIGHWAY 32 FOR 5.70 MILES TO
 OD1544'THE INTERSECTION OF COUNTY HIGHWAY 67 AND SPRING ROAD.  TURN
 OD1544'RIGHT AND GO WESTERLY ON COUNTY HIGHWAY 67 FOR 2.5 MILES TO
 OD1544'THE JUNCTION OF COUNTY HIGHWAY 70 ON LEFT.  TURN LEFT AND GO
 OD1544'SOUTH ON COUNTY HIGHWAY 70 FOR 0.75 MILE TO AZIMUTH MARK,
 OD1544'CLB-2 (SACGS) ON LEFT.  CONTINUE SOUTH ON COUNTY HIGHWAY 70
 OD1544'FOR 0.15 MILE TO INTERSECTION OF SWEET ROAD AND NELSON ROAD
 OD1544'AND STATION ON RIGHT.
 OD1544'
 OD1544'TO REACH AZIMUTH MARK, CLB-1 (SACGS), FROM THE STATION, GO
 OD1544'NORTHWEST ON NELSON ROAD FOR 0.05 MILE TO Y-INTERSECTION OF
 OD1544'CALDWELL ROAD ON RIGHT.  BEAR RIGHT AND GO NORTH ON CALDWELL
 OD1544'ROAD FOR 0.55 MILE TO MARK ON LEFT.
 OD1544'
 OD1544'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1544'SURVEY STAMPED CLB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1544'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1544'THE GROUND.  IT IS LOCATED 123.5 FEET NORTHWEST OF POLE 535,
 OD1544'NYT 867, ON THE NORTHEAST SIDE OF SWEET ROAD, 33.0 FEET
 OD1544'NORTHEAST OF THE MOST WESTERLY GUARD POST, 18.4 FEET SOUTHEAST
 OD1544'OF POLE 535, NYT 68, BOTH ON THE NORTHWEST SIDE OF COUNTY
 OD1544'HIGHWAY 70 AND 19.0 FEET NORTHWEST OF COUNTY HIGHWAY 70.  THE
 OD1544'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1544'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1544'
 OD1544'AZIMUTH MARK, CLB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1544'COUNTY GEODETIC SURVEY STAMPED CLB-1.  IT IS SET IN THE TOP OF
 OD1544'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1544'THE GROUND.  IT IS LOCATED 203.0 FEET SOUTHWEST OF POLE NM 6,
 OD1544'42.0 FEET SOUTHWEST OF A 12-INCH SHAGBARK HICKORY TREE, BOTH ON
 OD1544'THE EAST SIDE OF CALDWELL ROAD, 112.8 FEET NORTH OF POLE NM 7
 OD1544'ON THE WEST SIDE OF CALDWELL ROAD AND 12.0 FEET WEST OF THE
 OD1544'CENTERLINE OF CALDWELL ROAD.
 OD1544'
 OD1544'AZIMUTH MARK, CLB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1544'COUNTY GEODETIC SURVEY STAMPED CLB-2.  IT IS SET IN THE TOP OF A
 OD1544'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW
 OD1544'THE GROUND.  IT IS LOCATED 96.5 FEET NORTHEAST OF A 30-INCH
 OD1544'MAPLE TREE ON THE WEST SIDE OF COUNTY HIGHWAY 70, 13.3 FEET
 OD1544'NORTHWEST OF A 10-INCH MAPLE TREE, 10.7 FEET SOUTHWEST OF AN
 OD1544'8-INCH MAPLE TREE, 5.2 FEET SOUTH OF POLE NM ALL ON THE EAST
 OD1544'SIDE OF COUNTY HIGHWAY 70 AND 19.0 FEET EAST OF THE CENTERLINE
 OD1544'OF COUNTY HIGHWAY 70.
 OD1544'
 OD1544'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 OD1544
 OD1544                          STATION RECOVERY (2001)
 OD1544
 OD1544'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1544'RECOVERED IN GOOD CONDITION.
 OD1544
 OD1544                          STATION RECOVERY (2002)
 OD1544
 OD1544'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1521 ***********************************************************************
 OD1521  DESIGNATION -  CLC
 OD1521  PID         -  OD1521
 OD1521  STATE/COUNTY-  NY/SARATOGA
 OD1521  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1521
 OD1521                         *CURRENT SURVEY CONTROL
 OD1521  ___________________________________________________________________
 OD1521* NAD 83(1996)-  43 01 53.60541(N)    073 38 32.50629(W)     ADJUSTED  
 OD1521* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 OD1521  ___________________________________________________________________
 OD1521  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 OD1521  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 OD1521
 OD1521  HORZ ORDER  -  SECOND
 OD1521
 OD1521.The horizontal coordinates were established by classical geodetic methods
 OD1521.and adjusted by the National Geodetic Survey in January 1999..
 OD1521
 OD1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1521
 OD1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1521
 OD1521.The geoid height was determined by GEOID03.
 OD1521
 OD1521;                    North         East     Units Scale Factor Converg.
 OD1521;SPC NY E     -   466,534.324   219,889.958   MT  0.99996007   +0 35 07.0
 OD1521;SPC NY E     - 1,530,621.36    721,422.30   sFT  0.99996007   +0 35 07.0
 OD1521;UTM  18      - 4,765,213.455   610,602.847   MT  0.99975049   +0 55 35.6
 OD1521
 OD1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1521!SPC NY E     -   0.99998994  x   0.99996007  =   0.99995001
 OD1521!UTM  18      -   0.99998994  x   0.99975049  =   0.99974043
 OD1521
 OD1521:                Primary Azimuth Mark                     Grid Az
 OD1521:SPC NY E     -  CLC 2                                    060 59 11.6
 OD1521:UTM  18      -  CLC 2                                    060 38 43.0
 OD1521
 OD1521|---------------------------------------------------------------------|
 OD1521| PID    Reference Object                     Distance      Geod. Az  |
 OD1521|                                                           dddmmss.s |
 OD1521| DA3251 CLC 2                                              0613418.6 |
 OD1521| DA3250 CLC 1                                              1912211.3 |
 OD1521| OD1520 CLC A SACGS 1973                     17.394 METERS 31949     |
 OD1521|---------------------------------------------------------------------|
 OD1521
 OD1521                          SUPERSEDED SURVEY CONTROL
 OD1521
 OD1521  NAD 83(1996)-  43 01 53.60767(N)    073 38 32.50715(W) AD(       ) 2
 OD1521  NAD 83(1996)-  43 01 53.60795(N)    073 38 32.50727(W) AD(       ) 2
 OD1521  NAD 83(1992)-  43 01 53.60860(N)    073 38 32.50700(W) AD(       ) 2
 OD1521  NAD 83(1992)-  43 01 53.60880(N)    073 38 32.50710(W) AD(       ) 2
 OD1521  NAD 83(1986)-  43 01 53.60973(N)    073 38 32.50630(W) AD(       ) 2
 OD1521  NAD 27      -  43 01 53.33907(N)    073 38 34.08881(W) AD(       ) 2
 OD1521  NGVD 29 (07/19/86)   95.1    (m)          312.     (f) VERT ANG       
 OD1521
 OD1521.Superseded values are not recommended for survey control.
 OD1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1521.See file dsdata.txt to determine how the superseded data were derived.
 OD1521
 OD1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1060365213(NAD 83)
 OD1521_MARKER: DD = SURVEY DISK
 OD1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1521+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2002
 OD1521
 OD1521  HISTORY     - Date     Condition        Report By
 OD1521  HISTORY     - 1973     MONUMENTED       NY-091
 OD1521  HISTORY     - 20010702 GOOD             USPSQD
 OD1521  HISTORY     - 20020706 GOOD             USPSQD
 OD1521
 OD1521                          STATION DESCRIPTION
 OD1521
 OD1521'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1521'THE STATION IS LOCATED 0.50 MILE SOUTH OF QUAKER SPRINGS, 5.5
 OD1521'MILES NORTH OF STILLWATER, AND 5.5 MILES SOUTHWEST OF SCHUYLERVILLE
 OD1521'IN THE TOWNSHIP OF SARATOGA.
 OD1521'
 OD1521'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE,
 OD1521'GO SOUTH ON U.S. HIGHWAY 4 FOR 0.25 MILE TO THE Y-INTERSECTION
 OD1521'OF STATE HIGHWAY 32 (HORRIGAN AVENUE).  BEAR RIGHT AND GO
 OD1521'SOUTHWESTERLY AND SOUTH ON STATE HIGHWAY 32 FOR 6.30 MILES
 OD1521'TO STATION ON LEFT.
 OD1521'
 OD1521'TO REACH AZIMUTH MARK, CLC-1 (SACGS), FROM THE STATION, GO
 OD1521'SOUTH ON STATE HIGHWAY 32 FOR 0.50 MILE TO T-INTERSECTION OF
 OD1521'WILBUR ROAD ON LEFT AND MARK ON RIGHT.
 OD1521'
 OD1521'TO REACH AZIMUTH MARK, CLC-2 (SACGS), FROM THE STATION, GO
 OD1521'NORTH ON STATE HIGHWAY 32 FOR 0.20 MILE TO THE T-INTERSECTION
 OD1521'OF DUELL ROAD ON RIGHT.  TURN RIGHT AND GO EAST ON DUELL ROAD
 OD1521'FOR 0.4 MILE TO MARK ON RIGHT.
 OD1521'
 OD1521'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 OD1521'SURVEY STAMPED CLC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1521'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1521'THE GROUND.  IT IS LOCATED 158.0 FEET NORTHEAST OF POLE NM 163,
 OD1521'141.0 FEET SOUTHEAST OF POLE 162 BOTH ON THE WEST SIDE OF STATE
 OD1521'HIGHWAY 32, 69.9 FEET NORTH OF POLE NYP 163 ON THE EAST SIDE OF
 OD1521'STATE HIGHWAY 32 AND 25.5 FEET EAST OF THE CENTERLINE OF STATE
 OD1521'HIGHWAY 32.
 OD1521'
 OD1521'AZIMUTH MARK, CLC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1521'COUNTY GEODETIC SURVEY STAMPED CLC-1.  IT IS SET IN THE TOP OF
 OD1521'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1521'THE GROUND.  IT IS LOCATED 23.3 FEET SOUTH OF POLE 983, NYT 91,
 OD1521'ON THE WEST SIDE OF STATE HIGHWAY 32, 101.5 FEET SOUTHEAST OF
 OD1521'A 20-INCH OAK TREE, 65.0 FEET NORTHWEST OF A POLE (UNMARKED),
 OD1521'BOTH ON THE EAST SIDE OF STATE HIGHWAY 32, 134.5 FEET SOUTHWEST
 OD1521'OF A 38-INCH OAK TREE ON THE NORTH SIDE OF WILBUR ROAD AND
 OD1521'16.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 32.
 OD1521'
 OD1521'AZIMUTH MARK, CLC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1521'COUNTY GEODETIC SURVEY STAMPED CLC-2.  IT IS SET IN THE TOP OF
 OD1521'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1521'THE GROUND.  IT IS LOCATED ON LINE WITH A NORTH-SOUTH TREE ROW,
 OD1521'180.8 FEET WEST OF POLE (UNMARKED), 74.3 FEET WEST OF THE WEST
 OD1521'END OF A CULVERT BOTH ON THE SOUTH SIDE OF DUELL ROAD, 32.0 FEET
 OD1521'SOUTHWEST OF THE WEST END OF A CULVERT ON THE NORTH SIDE OF
 OD1521'DUELL ROAD AND 13.0 FEET SOUTH OF THE CENTERLINE OF DUELL
 OD1521'ROAD.
 OD1521'
 OD1521'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 OD1521
 OD1521                          STATION RECOVERY (2001)
 OD1521
 OD1521'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD1521'RECOVERED IN GOOD CONDITION.
 OD1521
 OD1521                          STATION RECOVERY (2002)
 OD1521
 OD1521'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4491 ***********************************************************************
 LX4491  DESIGNATION -  CLEARWATER 2 RESET
 LX4491  PID         -  LX4491
 LX4491  STATE/COUNTY-  NY/ULSTER
 LX4491  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4491
 LX4491                         *CURRENT SURVEY CONTROL
 LX4491  ___________________________________________________________________
 LX4491* NAD 83(1996)-  41 44 05.33302(N)    073 56 44.96919(W)     ADJUSTED  
 LX4491* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4491  ___________________________________________________________________
 LX4491  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 LX4491  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX4491
 LX4491  HORZ ORDER  -  THIRD
 LX4491
 LX4491.The horizontal coordinates were established by classical geodetic methods
 LX4491.and adjusted by the National Geodetic Survey in January 1999..
 LX4491
 LX4491.The orthometric height was scaled from a topographic map.
 LX4491
 LX4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4491
 LX4491.The geoid height was determined by GEOID03.
 LX4491
 LX4491;                    North         East     Units Scale Factor Converg.
 LX4491;SPC NY E     -   322,297.086   196,099.449   MT  0.99992614   +0 22 08.1
 LX4491;SPC NY E     - 1,057,403.02    643,369.61   sFT  0.99992614   +0 22 08.1
 LX4491;UTM  18      - 4,620,870.583   587,666.398   MT  0.99969457   +0 42 06.5
 LX4491
 LX4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4491!SPC NY E     -   1.00000486  x   0.99992614  =   0.99993099
 LX4491!UTM  18      -   1.00000486  x   0.99969457  =   0.99969942
 LX4491
 LX4491|---------------------------------------------------------------------|
 LX4491| PID    Reference Object                     Distance      Geod. Az  |
 LX4491|                                                           dddmmss.s |
 LX4491| AI9702 CLEARWATER 2 RM 1                     8.200 METERS 00103     |
 LX4491| LX4485 ST ANDREW ON HUD BELL TR CROSS      APPROX. 1.6 KM 0404131.1 |
 LX4491| LX1415 ROOSEVELT RESET                     APPROX. 0.9 KM 0532617.6 |
 LX4491| LX4503 POUGHKEEPSIE USN BOATHSE FLAG       APPROX. 0.7 KM 0922352.6 |
 LX4491| LX4537 POUGHKEEPSIE HUD R ST HOSP FP       APPROX. 1.3 KM 1000241.9 |
 LX4491| LX4482 POUGHKEEPSIE WHIRL AMUSE ROD        APPROX. 1.3 KM 1351730.3 |
 LX4491| AI9703 CLEARWATER 2 RM 2                    22.090 METERS 21201     |
 LX4491|---------------------------------------------------------------------|
 LX4491
 LX4491                          SUPERSEDED SURVEY CONTROL
 LX4491
 LX4491  NAD 83(1986)-  41 44 05.33517(N)    073 56 44.97003(W) AD(       ) 3
 LX4491  NAD 27      -  41 44 04.99800(N)    073 56 46.47300(W) AD(       ) 3
 LX4491
 LX4491.Superseded values are not recommended for survey control.
 LX4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4491.See file dsdata.txt to determine how the superseded data were derived.
 LX4491
 LX4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8766620871(NAD 83)
 LX4491_MARKER: DH = HORIZONTAL CONTROL DISK
 LX4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4491_STAMPING: CLEARWATER 2 1933 1985
 LX4491_MARK LOGO: NGS   
 LX4491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4491+STABILITY: SURFACE MOTION
 LX4491
 LX4491  HISTORY     - Date     Condition        Report By
 LX4491  HISTORY     - 1985     MONUMENTED       NGS
 LX4491
 LX4491                          STATION DESCRIPTION
 LX4491
 LX4491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LX4491'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 LX4491'RECOVERED.  A NEW SURFACE STATION MARK WAS SET OVER THE UNDERGROUND
 LX4491'MARK.  NEITHER THE DISTANCES OR DIRECTIONS TO THE REFERENCE MARKS
 LX4491'CHECKED VERY WELL.  THE UNDERGROUND STATION MARK WAS UPRIGHT AND
 LX4491'SOLID.  REFERENCE MARK 1 WAS ALSO SOLID AND UPRIGHT BUT COULD HAVE
 LX4491'SHIFTED SLIGHTLY.  REFERENCE MARK 2 IS SET IN THE ROCK OUTCROP ON THE
 LX4491'WEST SIDE OF TRACKS AND IT IS A HUGH OUTCROP SO PROBABLY HAS NOT
 LX4491'MOVED.  LONGER DISTANCES OF 0.020 M (0.066 FT) TO REFERENCE MARK 1 AND
 LX4491'0.040 M (0.131 FT) TO REFERENCE MARK 2 WAS NOTED.  LARGER DIRECTIONS
 LX4491'OF 22 MINUTES AND 23 SECONDS TO REFERENCE MARK 1 AND 3 MINUTES AND 13
 LX4491'SECONDS TO REFERENCE MARK 2 WAS NOTED.  A NEW DESCRIPTION FOLLOWS.
 LX4491'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF HIGHLAND,
 LX4491'1.4 KM (0.85 MI) NORTH OF MILEPOST 73 AND ON THE WEST SHORE OF THE
 LX4491'HUDSON RIVER AND BETWEEN THE RIVER AND THE RAILROAD TRACKS.  TO REACH
 LX4491'THE STATION FROM THE INTERSECTION OF MAIN STREET AND VINEYARD AVENUE,
 LX4491'AT THE METHODIST CHURCH IN HIGHLAND, GO SOUTHEAST AND DOWNHILL ON A
 LX4491'PAVED ROAD FOR 1.6 KM (1.00 MI) TO THE RAILROAD TRACKS, NEAR THE
 LX4491'RIVER.  TURN LEFT AND GO NORTH ALONG THE WEST SIDE OF THE TRACKS FOR
 LX4491'2.2 KM (1.35 MI) TO THE STATION ON THE RIGHT.
 LX4491'THE STATION IS A STANDARD NGS DISK STAMPED--CLEARWATER 2 1933 1985--,
 LX4491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM OR 12 INCHES IN
 LX4491'DIAMETER, RECESSED 10 CM OR 4 INCHES BELOW THE GROUND. LOCATED 19.2 M
 LX4491'(63.0 FT) S FROM A 6 FT (1.8 M) HIGH CONCRETE POST, 11.2 M (36.7 FT) N
 LX4491'FROM A TELEPHONE POLE WITH A WITNESS SIGN ATTACHED, 4.9 M (16.1 FT) E
 LX4491'FROM THE EAST RAIL OF RAILROAD TRACKS, AND 1.5 M (4.9 FT) W FROM THE
 LX4491'RIVER BANK.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX4491'STAMPED--CLEARWATER 2 1933--, SET INTO A BOULDER 0.6 M (2.0 FT) BELOW
 LX4491'THE SURFACE.
 LX4491'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CLEARWATER 2 NO 1
 LX4491'1933--, CEMENTED IN A DRILL HOLE IN A 2 FT (0.6 M) BY 6 FT (1.8 M)
 LX4491'BOULDER IN THE EDGE OF THE RIVER.  LOCATED 19.4 M (63.6 FT) NNE FROM
 LX4491'THE TELEPHONE POLE WITH WITNESS SIGN ATTACHED, 11.2 M (36.7 FT) SSE
 LX4491'FROM THE 6 FT (1.8 M) HIGH CONCRETE POST, 5.9 M (19.4 FT) E FROM THE
 LX4491'EAST RAIL OF RAILROAD TRACKS, AND 1.5 M (4.9 FT) BELOW THE SURFACE.
 LX4491'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CLEARWATER 2 NO 2
 LX4491'1933--, CEMENTED VERTICALLY IN A DRILL HOLE IN THE ROCK OUTCROP ON THE
 LX4491'WEST SIDE OF THE RAILROAD TRACKS AND ABOUT LEVEL WITH TRACKS BUT 2 FT
 LX4491'(0.6 M) ABOVE GROUND LEVEL.   LOCATED 15.2 M (49.9 FT) WSW FROM THE
 LX4491'TELEPHONE POLE WITH THE WITNESS SIGN ATTACHED, 6.6 M (21.7 FT) W FROM
 LX4491'THE WEST RAIL OF RAILROAD TRACKS, AND 0.6 M (2.0 FT) ABOVE THE
 LX4491'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5700 ***********************************************************************
 LX5700  DESIGNATION -  CLEAVES POINT FLAGPOLE
 LX5700  PID         -  LX5700
 LX5700  STATE/COUNTY-  NY/SUFFOLK
 LX5700  USGS QUAD   -  GREENPORT (1956)
 LX5700
 LX5700                         *CURRENT SURVEY CONTROL
 LX5700  ___________________________________________________________________
 LX5700* NAD 83(1996)-  41 06 46.00822(N)    072 20 32.76409(W)     ADJUSTED  
 LX5700* NAVD 88     -                                                        
 LX5700  ___________________________________________________________________
 LX5700  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LX5700  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LX5700
 LX5700  HORZ ORDER  -  THIRD
 LX5700
 LX5700.The horizontal coordinates were established by classical geodetic methods
 LX5700.and adjusted by the National Geodetic Survey in January 1999..
 LX5700
 LX5700
 LX5700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5700
 LX5700.The geoid height was determined by GEOID03.
 LX5700
 LX5700;                    North         East     Units Scale Factor Converg.
 LX5700;SPC NY L     -   106,381.549   439,214.038   MT  1.00000538   +1 05 03.1
 LX5700;SPC NY L     -   349,020.13  1,440,988.06   sFT  1.00000538   +1 05 03.1
 LX5700;SPC CT       -   183,515.523   339,032.908   MT  1.00000996   +0 16 12.9
 LX5700;SPC CT       -   602,083.85  1,112,310.47   sFT  1.00000996   +0 16 12.9
 LX5700;UTM  18      - 4,554,680.850   723,134.893   MT  1.00021282   +1 44 53.5
 LX5700
 LX5700                          SUPERSEDED SURVEY CONTROL
 LX5700
 LX5700  NAD 83(1996)-  41 06 46.00834(N)    072 20 32.76414(W) AD(       ) 4
 LX5700  NAD 83(1992)-  41 06 46.00703(N)    072 20 32.76339(W) AD(       ) 4
 LX5700  NAD 83(1986)-  41 06 46.00917(N)    072 20 32.76884(W) AD(       ) 4
 LX5700  NAD 27      -  41 06 45.65000(N)    072 20 34.47000(W) AD(       ) 3
 LX5700
 LX5700.Superseded values are not recommended for survey control.
 LX5700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5700.See file dsdata.txt to determine how the superseded data were derived.
 LX5700
 LX5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2313554681(NAD 83)
 LX5700
 LX5700  HISTORY     - Date     Condition        Report By
 LX5700  HISTORY     - 1939     MONUMENTED       CGS
 LX5700  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5700  HISTORY     - 19980622 GOOD             USPSQD
 LX5700
 LX5700                          STATION DESCRIPTION
 LX5700
 LX5700'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5700'STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO DESCRIPTION.
 LX5700'
 LX5700'A NEW DESCRIPTION FOLLOWS--
 LX5700'
 LX5700'THE STATION IS LOCATED ON CLEAVES POINT, ON THE PROPERTY OF
 LX5700'CRESCENT BEACH COLONY.  THE STATION IS 83.5 FEET SOUTH OF
 LX5700'SOUTHEAST CORNER OF A GREEN SHINGLE COTTAGE NO. 7, 1 FOOT NORTH
 LX5700'OF WEST CORNER OF BATH HOUSE, 1 FOOT NORTH OF THE EAST CORNER OF
 LX5700'A CONCRETE BLOCK PATIO.
 LX5700
 LX5700                          STATION RECOVERY (1998)
 LX5700
 LX5700'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1656 ***********************************************************************
 OE1656  DESIGNATION -  CLEVELAND
 OE1656  PID         -  OE1656
 OE1656  STATE/COUNTY-  NY/OSWEGO
 OE1656  USGS QUAD   -  CLEVELAND (1993)
 OE1656
 OE1656                         *CURRENT SURVEY CONTROL
 OE1656  ___________________________________________________________________
 OE1656* NAD 83(1996)-  43 14 03.20491(N)    075 53 10.61669(W)     ADJUSTED  
 OE1656* NAVD 88     -       124.054  (meters)     407.00   (feet)  ADJUSTED  
 OE1656  ___________________________________________________________________
 OE1656  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 OE1656  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1656  DYNAMIC HT  -         124.025 (meters)     406.91  (feet)  COMP
 OE1656  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 OE1656
 OE1656  HORZ ORDER  -  SECOND
 OE1656  VERT ORDER  -  FIRST     CLASS II
 OE1656
 OE1656.The horizontal coordinates were established by classical geodetic methods
 OE1656.and adjusted by the National Geodetic Survey in January 1999..
 OE1656
 OE1656.The orthometric height was determined by differential leveling
 OE1656.and adjusted by the National Geodetic Survey in June 1991..
 OE1656
 OE1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1656
 OE1656.The geoid height was determined by GEOID03.
 OE1656
 OE1656.The dynamic height is computed by dividing the NAVD 88
 OE1656.geopotential number by the normal gravity value computed on the
 OE1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1656.degrees latitude (g = 980.6199 gals.).
 OE1656
 OE1656.The modeled gravity was interpolated from observed gravity values.
 OE1656
 OE1656;                    North         East     Units Scale Factor Converg.
 OE1656;SPC NY C     -   359,425.394   306,618.385   MT  0.99997692   +0 28 38.9
 OE1656;SPC NY C     - 1,179,214.81  1,005,963.82   sFT  0.99997692   +0 28 38.9
 OE1656;UTM  18      - 4,787,206.734   428,035.400   MT  0.99966371   -0 36 25.6
 OE1656
 OE1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1656!SPC NY C     -   0.99998578  x   0.99997692  =   0.99996270
 OE1656!UTM  18      -   0.99998578  x   0.99966371  =   0.99964949
 OE1656
 OE1656|---------------------------------------------------------------------|
 OE1656| PID    Reference Object                     Distance      Geod. Az  |
 OE1656|                                                           dddmmss.s |
 OE1656| OE1979 STAKE 1 CLEVELAND 1942               66.190 METERS 09413     |
 OE1656| OE1657 CLEVELAND RM 2                       37.150 METERS 09456     |
 OE1656| OE1976 CLEVELAND METH CH SPIRE 1942         37.158 METERS 11001     |
 OE1656| OE1978 BRIDGEPORT                          APPROX.11.0 KM 2180312.2 |
 OE1656| OE1654 CLEVELAND AZ MK                                    3274259.6 |
 OE1656| OE1655 CLEVELAND RM 1                       30.905 METERS 34550     |
 OE1656|---------------------------------------------------------------------|
 OE1656
 OE1656                          SUPERSEDED SURVEY CONTROL
 OE1656
 OE1656  NAD 83(1986)-  43 14 03.20997(N)    075 53 10.61469(W) AD(       ) 2
 OE1656  NAD 27      -  43 14 02.96200(N)    075 53 11.92700(W) AD(       ) 2
 OE1656
 OE1656.Superseded values are not recommended for survey control.
 OE1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1656.See file dsdata.txt to determine how the superseded data were derived.
 OE1656
 OE1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2803587207(NAD 83)
 OE1656_MARKER: DS = TRIANGULATION STATION DISK
 OE1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1656_SP_SET: CONCRETE POST
 OE1656_STAMPING: CLEVELAND 1942
 OE1656_MARK LOGO: CGS   
 OE1656_PROJECTION: FLUSH
 OE1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1656+STABILITY: SURFACE MOTION
 OE1656
 OE1656  HISTORY     - Date     Condition        Report By
 OE1656  HISTORY     - 1942     MONUMENTED       CGS
 OE1656  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1656  HISTORY     - 1982     GOOD             NGS
 OE1656
 OE1656                          STATION DESCRIPTION
 OE1656
 OE1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1656'ABOUT 10 MILES SW OF CAMDEN, ABOUT 0.1 MILE N OF ONEIDA LAKE.  IN
 OE1656'THE TOWN OF CLEVELAND.  ON PROPERTY OWNED BY THE METHODIST
 OE1656'CHURCH.  THE MARK IS 8 PACES W OF THE NW CORNER OF THE CHURCH,
 OE1656'4 PACES S OF PAVED SIDEWALK, 8 PACES E OF A 26-INCH MAPLE
 OE1656'TREE AT E END OF PASTORS HOUSE, AND 5-1/2 PACES NE OF THE NE
 OE1656'CORNER OF GARAGE.  THE MARK IS SET FLUSH WITH THE GROUND AND IS
 OE1656'STAMPED CLEVELAND 1942.
 OE1656'
 OE1656'SURFACE, UNDERGROUND, REFERENCE MARK NO.1 AND THE AZIMUTH MARK ARE
 OE1656'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1656'
 OE1656'REFERENCE MARK NO.1 IS DIRECTLY ACROSS THE STREET FROM THE
 OE1656'PASTORS HOUSE, 27 FEET N OF THE CENTER LINE OF THE ROAD,
 OE1656'AND 9 FEET E OF 30-INCH ELM TREE.  THE MARK PROJECTS 3 INCHES.
 OE1656'
 OE1656'REFERENCE MARK NO.2 IS SET FLUSH IN THE SIDEWALK ABOUT
 OE1656'MIDDLEWAYS ALONG THE N SIDE OF THE CHURCH, 40 FEET SE OF THE NW
 OE1656'ENTRANCE TO THE CHURCH AND 42 FEET W OF THE BELFRY.
 OE1656'
 OE1656'THE AZIMUTH MARK IS ABOUT 0.2 MILE NW OF THE STATION.  IT IS
 OE1656'REACHED FROM THE STATION BY GOING W 0.15 MILE TO CROSSROADS, TURN
 OE1656'RIGHT, N, AND GO 0.1 MILE TO MARK ON RIGHT.  THE MARK IS 40 FEET
 OE1656'SW OF A BROWN SHINGLED HOUSE, 18 FEET S OF A 32-INCH MAPLE TREE,
 OE1656'24 FEET E OF CENTER LINE OF ROAD, AND ABOUT 100 YARDS S OF THE
 OE1656'RAILROAD TRACKS.  THE MARK PROJECTS 4 INCHES.
 OE1656'
 OE1656'REACHED FROM THE HOTEL CLEVELAND IN CLEVELAND ON STATE ROUTE
 OE1656'49 BY GOING W ON ROUTE 49 FOR 0.1 MILE TO A PAVED SIDE ROAD
 OE1656'RIGHT, THEN TURN RIGHT, N, AND GO 0.05 MILE TO THE METHODIST
 OE1656'CHURCH ON LEFT AND CROSS-STREETS.  TURN LEFT, W, FOR 20 PACES TO
 OE1656'STATION SITE ON LEFT IN CHURCHYARD.
 OE1656'
 OE1656'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1656
 OE1656                          STATION RECOVERY (1974)
 OE1656
 OE1656'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1656'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLE
 OE1656'TO RMS WERE NOT CHECKED.  VIEW IS OBSTRUCTED BY TREES AND BUILDINGS
 OE1656'IN MOST DIRECTIONS.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 OE1656'
 OE1656'STATION MARK IS A STANDARD DISK STAMPED CLEVELAND 1942, SET IN THE
 OE1656'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 OE1656'
 OE1656'RM NO. 1 IS A STANDARD DISK STAMPED CLEVELAND NO 1 1942, SET IN
 OE1656'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 OE1656'
 OE1656'RM NO. 2 IS A STANDARD DISK STAMPED CLEVELAND NO 2 1942, SET IN
 OE1656'THE CONCRETE SIDEWALK, ABOUT MIDWAY ALONG NORTHEAST SIDE OF CHURCH.
 OE1656'
 OE1656'AZIMUTH MARK IS A STANDARD DISK STAMPED CLEVELAND 1942, SET IN
 OE1656'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6
 OE1656'INCHES.  IT IS 500 FEET NORTH OF BRIDGE STREET, 24.5 FEET EAST
 OE1656'OF CENTER LINE OF WEST STREET AND 37.5 FEET SOUTHWEST OF SOUTHWEST
 OE1656'CORNER OF HOUSE NO. 718.  TO REACH THE MARK FROM STATION, GO WEST
 OE1656'ON BRIDGE ST. FOR 0.15 MILE TO CROSSROAD.  TURN RIGHT AND
 OE1656'GO NORTH 0.1 MILE TO AZIMUTH MARK ON RIGHT.
 OE1656'
 OE1656'STATION IS IN THE SOUTHWEST ANGLE OF THE CROSSROAD INTERSECTION
 OE1656'OF BRIDGE AND CENTER STREETS IN CLEVELAND.
 OE1656
 OE1656                          STATION RECOVERY (1982)
 OE1656
 OE1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE1656'0.45 KM (0.25 MI) NW FROM CLEVELAND.
 OE1656'0.2 KM (0.1 MI) NORTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 OE1656'CLEVELAND, THENCE 0.25 KM (0.15 MI) WEST ALONG BRIDGE STREET TO THE
 OE1656'METHODIST CHURCH AND THE MARK ON THE LEFT, 9.63 METERS (31.6 FT) WEST
 OE1656'OF THE NORTHWEST CORNER OF THE CHURCH, 16.46 METERS (64.0 FT) SOUTH OF
 OE1656'THE CENTER OF BRIDGE STREET, 12.71 METERS (41.7 FT) SOUTHEAST OF THE
 OE1656'NORTHEAST CORNER OF THE PARSONAGE.
 OE1656'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0486 ***********************************************************************
 OG0486  DESIGNATION -  CLEVELAND ALBANY AIRWAY BCN 23
 OG0486  PID         -  OG0486
 OG0486  STATE/COUNTY-  NY/GENESEE
 OG0486  USGS QUAD   -  BYRON (1978)
 OG0486
 OG0486                         *CURRENT SURVEY CONTROL
 OG0486  ___________________________________________________________________
 OG0486* NAD 83(1996)-  43 03 52.92813(N)    078 00 20.69036(W)     ADJUSTED  
 OG0486* NAVD 88     -                                                        
 OG0486  ___________________________________________________________________
 OG0486  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 OG0486  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OG0486
 OG0486  HORZ ORDER  -  THIRD
 OG0486
 OG0486.The horizontal coordinates were established by classical geodetic methods
 OG0486.and adjusted by the National Geodetic Survey in January 1999..
 OG0486
 OG0486
 OG0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0486
 OG0486.The geoid height was determined by GEOID03.
 OG0486
 OG0486;                    North         East     Units Scale Factor Converg.
 OG0486;SPC NY W     -   340,519.488   397,044.589   MT  0.99996472   +0 23 39.8
 OG0486;SPC NY W     - 1,117,187.69  1,302,637.12   sFT  0.99996472   +0 23 39.8
 OG0486;UTM  17      - 4,772,352.006   743,808.021   MT  1.00033131   +2 02 44.0
 OG0486;UTM  18      - 4,772,385.502   255,255.965   MT  1.00033694   -2 03 12.3
 OG0486
 OG0486                          SUPERSEDED SURVEY CONTROL
 OG0486
 OG0486  NAD 83(1986)-  43 03 52.93482(N)    078 00 20.68860(W) AD(       ) 4
 OG0486  NAD 27      -  43 03 52.71463(N)    078 00 21.63861(W) AD(       ) 3
 OG0486
 OG0486.Superseded values are not recommended for survey control.
 OG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0486.See file dsdata.txt to determine how the superseded data were derived.
 OG0486
 OG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH4380872352(NAD 83)
 OG0486_MARKER: 22 = AIRWAY BEACON
 OG0486
 OG0486  HISTORY     - Date     Condition        Report By
 OG0486  HISTORY     - 1939     FIRST OBSERVED   CGS
 OG0486
 OG0486                          STATION DESCRIPTION
 OG0486
 OG0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OG0486'THE AIRWAY BEACON LIGHT LOCATED IN BERGEN TOWNSHIP ABOUT 6 MILES
 OG0486'WEST-SOUTHWEST OF THE VILLAGE OF CHURCHVILLE, NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2426 ***********************************************************************
 OF2426  DESIGNATION -  CLEVELAND ALBANY AIRWAY BCN 24
 OF2426  PID         -  OF2426
 OF2426  STATE/COUNTY-  NY/MONROE
 OF2426  USGS QUAD   -  CLIFTON (1971)
 OF2426
 OF2426                         *CURRENT SURVEY CONTROL
 OF2426  ___________________________________________________________________
 OF2426* NAD 83(1996)-  43 05 02.09220(N)    077 48 56.66493(W)     ADJUSTED  
 OF2426* NAVD 88     -                                                        
 OF2426  ___________________________________________________________________
 OF2426  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 OF2426  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OF2426
 OF2426  HORZ ORDER  -  THIRD
 OF2426
 OF2426.The horizontal coordinates were established by classical geodetic methods
 OF2426.and adjusted by the National Geodetic Survey in January 1999..
 OF2426
 OF2426
 OF2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2426
 OF2426.The geoid height was determined by GEOID03.
 OF2426
 OF2426;                    North         East     Units Scale Factor Converg.
 OF2426;SPC NY W     -   342,777.793   412,501.261   MT  0.99998554   +0 31 27.6
 OF2426;SPC NY W     - 1,124,596.81  1,353,347.89   sFT  0.99998554   +0 31 27.6
 OF2426;UTM  18      - 4,773,982.012   270,799.912   MT  1.00024629   -1 55 27.0
 OF2426
 OF2426                          SUPERSEDED SURVEY CONTROL
 OF2426
 OF2426  NAD 83(1986)-  43 05 02.09906(N)    077 48 56.66315(W) AD(       ) 4
 OF2426  NAD 27      -  43 05 01.87553(N)    077 48 57.63669(W) AD(       ) 3
 OF2426
 OF2426.Superseded values are not recommended for survey control.
 OF2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2426.See file dsdata.txt to determine how the superseded data were derived.
 OF2426
 OF2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7080073982(NAD 83)
 OF2426_MARKER: 22 = AIRWAY BEACON
 OF2426
 OF2426  HISTORY     - Date     Condition        Report By
 OF2426  HISTORY     - 1939     FIRST OBSERVED   CGS
 OF2426
 OF2426                          STATION DESCRIPTION
 OF2426
 OF2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF2426'THE AIRWAY BEACON LIGHT LOCATED ABOUT 3 MILES SOUTHEAST OF THE
 OF2426'VILLAGE OF CHURCHVILLE, NEW YORK, AND ABOUT 3 MILES WEST-SOUTHWEST
 OF2426'OF THE VILLAGE OF CHILI CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2010 ***********************************************************************
 NA2010  DESIGNATION -  CLEVELAND ALBANY AWY BCN 42
 NA2010  PID         -  NA2010
 NA2010  STATE/COUNTY-  NY/MONTGOMERY
 NA2010  USGS QUAD   -  AMSTERDAM (1980)
 NA2010
 NA2010                         *CURRENT SURVEY CONTROL
 NA2010  ___________________________________________________________________
 NA2010* NAD 83(1996)-  42 52 52.92202(N)    074 07 42.56424(W)     ADJUSTED  
 NA2010* NAVD 88     -                                                        
 NA2010  ___________________________________________________________________
 NA2010  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NA2010  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 NA2010
 NA2010  HORZ ORDER  -  THIRD
 NA2010
 NA2010.The horizontal coordinates were established by classical geodetic methods
 NA2010.and adjusted by the National Geodetic Survey in January 1999..
 NA2010
 NA2010
 NA2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2010
 NA2010.The geoid height was determined by GEOID03.
 NA2010
 NA2010;                    North         East     Units Scale Factor Converg.
 NA2010;SPC NY E     -   449,561.112   180,348.475   MT  0.99991133   +0 15 10.1
 NA2010;SPC NY E     - 1,474,935.08    591,693.29   sFT  0.99991133   +0 15 10.1
 NA2010;UTM  18      - 4,748,009.318   571,172.055   MT  0.99966232   +0 35 35.1
 NA2010
 NA2010                          SUPERSEDED SURVEY CONTROL
 NA2010
 NA2010  NAD 83(1986)-  42 52 52.92635(N)    074 07 42.56421(W) AD(       ) 4
 NA2010  NAD 27      -  42 52 52.65291(N)    074 07 44.09544(W) AD(       ) 3
 NA2010
 NA2010.Superseded values are not recommended for survey control.
 NA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2010.See file dsdata.txt to determine how the superseded data were derived.
 NA2010
 NA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN7117248009(NAD 83)
 NA2010_MARKER: 22 = AIRWAY BEACON
 NA2010
 NA2010  HISTORY     - Date     Condition        Report By
 NA2010  HISTORY     - 1942     FIRST OBSERVED   CGS
 NA2010  HISTORY     - 19980513 MARK NOT FOUND   USPSQD
 NA2010
 NA2010                          STATION DESCRIPTION
 NA2010
 NA2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2010'STATION IS LOCATED ABOUT 3-1/2 MILES W OF PATTERSONVILLE, ABOUT
 NA2010'6 MILES S OF AMSTERDAM.  IT IS A DEPARTMENT OF COMMERCE AIRWAY
 NA2010'BEACON OF STEEL CONSTRUCTION, ABOUT 85 FEET HIGH, PAINTED RED
 NA2010'AND WHITE AND FLASHES LOCATION LETTER ..- (U).
 NA2010'
 NA2010'TO REACH STATION FROM THE INTERSECTION OF N.Y. ROUTES 5S AND
 NA2010'160 IN PATTERSONVILLE, GO W 3.45 MILES ON ROUTE 160 TO A T ROAD
 NA2010'RIGHT, JUST BEFORE REACHING THE SCOTCH CHURCH, TURN RIGHT AND GO
 NA2010'0.6 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO AIRWAY
 NA2010'BEACON ON THE LEFT SIDE OF THE ROAD.
 NA2010
 NA2010                          STATION RECOVERY (1998)
 NA2010
 NA2010'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2025 ***********************************************************************
 NA2025  DESIGNATION -  CLEVELAND ALBANY AWY BCN 41
 NA2025  PID         -  NA2025
 NA2025  STATE/COUNTY-  NY/MONTGOMERY
 NA2025  USGS QUAD   -  TRIBES HILL (1980)
 NA2025
 NA2025                         *CURRENT SURVEY CONTROL
 NA2025  ___________________________________________________________________
 NA2025* NAD 83(1996)-  42 55 21.45424(N)    074 18 26.34944(W)     ADJUSTED  
 NA2025* NAVD 88     -                                                        
 NA2025  ___________________________________________________________________
 NA2025  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 NA2025  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA2025
 NA2025  HORZ ORDER  -  THIRD
 NA2025
 NA2025.The horizontal coordinates were established by classical geodetic methods
 NA2025.and adjusted by the National Geodetic Survey in January 1999..
 NA2025
 NA2025
 NA2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2025
 NA2025.The geoid height was determined by GEOID03.
 NA2025
 NA2025;                    North         East     Units Scale Factor Converg.
 NA2025;SPC NY E     -   454,095.203   165,729.501   MT  0.99990304   +0 07 52.4
 NA2025;SPC NY E     - 1,489,810.68    543,730.87   sFT  0.99990304   +0 07 52.4
 NA2025;UTM  18      - 4,752,455.338   556,530.157   MT  0.99963931   +0 28 18.2
 NA2025
 NA2025                          SUPERSEDED SURVEY CONTROL
 NA2025
 NA2025  NAD 83(1986)-  42 55 21.45872(N)    074 18 26.34969(W) AD(       ) 4
 NA2025  NAD 27      -  42 55 21.18830(N)    074 18 27.86430(W) AD(       ) 3
 NA2025
 NA2025.Superseded values are not recommended for survey control.
 NA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2025.See file dsdata.txt to determine how the superseded data were derived.
 NA2025
 NA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5653052455(NAD 83)
 NA2025_MARKER: 22 = AIRWAY BEACON
 NA2025
 NA2025  HISTORY     - Date     Condition        Report By
 NA2025  HISTORY     - 1942     FIRST OBSERVED   CGS
 NA2025  HISTORY     - 19980513 MARK NOT FOUND   USPSQD
 NA2025
 NA2025                          STATION DESCRIPTION
 NA2025
 NA2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2025'STATION IS LOCATED IN THE S EDGE OF AURIESVILLE, ABOUT 6 MILES
 NA2025'W OF AMSTERDAM.  IS IS A DEPARTMENT OF COMMERCE AIRWAY BEACON
 NA2025'OF STEEL CONSTRUCTION, ABOUT 90 FEET HIGH AND PAINTED RED AND
 NA2025'WHITE ON PROPERTY OWNED BY THE DEPARTMENT OF COMMERCE.
 NA2025'
 NA2025'TO REACH THE STATION FROM THE INTERSECTION OF N.Y. ROUTES 58
 NA2025'AND 288, AND THE POST OFFICE IN THE VILLAGE OF AURIESVILLE, GO
 NA2025'S ON ROUTE 288 FOR 0.25 MILE TO FORK IN THE ROAD, TAKE RIGHT
 NA2025'FORK AND GO 0.2 MILE TO AIRWAY BEACON ON THE RIGHT.
 NA2025
 NA2025                          STATION RECOVERY (1998)
 NA2025
 NA2025'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA2025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1654 ***********************************************************************
 OE1654  DESIGNATION -  CLEVELAND AZ MK
 OE1654  PID         -  OE1654
 OE1654  STATE/COUNTY-  NY/OSWEGO
 OE1654  USGS QUAD   -  CLEVELAND (1993)
 OE1654
 OE1654                         *CURRENT SURVEY CONTROL
 OE1654  ___________________________________________________________________
 OE1654* NAD 83(1986)-  43 14 08.     (N)    075 53 18.     (W)     SCALED    
 OE1654* NAVD 88     -       128.817  (meters)     422.63   (feet)  ADJUSTED  
 OE1654  ___________________________________________________________________
 OE1654  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1654  DYNAMIC HT  -         128.787 (meters)     422.53  (feet)  COMP
 OE1654  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 OE1654
 OE1654  VERT ORDER  -  FIRST     CLASS II
 OE1654
 OE1654.The horizontal coordinates were scaled from a topographic map and have
 OE1654.an estimated accuracy of +/- 6 seconds.
 OE1654
 OE1654.The orthometric height was determined by differential leveling
 OE1654.and adjusted by the National Geodetic Survey in June 1991..
 OE1654
 OE1654.The geoid height was determined by GEOID03.
 OE1654
 OE1654.The dynamic height is computed by dividing the NAVD 88
 OE1654.geopotential number by the normal gravity value computed on the
 OE1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1654.degrees latitude (g = 980.6199 gals.).
 OE1654
 OE1654.The modeled gravity was interpolated from observed gravity values.
 OE1654
 OE1654;                    North         East    Units  Estimated Accuracy
 OE1654;SPC NY C     -   359,570.      306,450.      MT  (+/- 180 meters Scaled)
 OE1654
 OE1654                          SUPERSEDED SURVEY CONTROL
 OE1654
 OE1654.No superseded survey control is available for this station.
 OE1654
 OE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN278873(NAD 83)
 OE1654_MARKER: DZ = AZIMUTH MARK DISK
 OE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1654_SP_SET: CONCRETE POST
 OE1654_STAMPING: CLEVELAND 1942
 OE1654_MARK LOGO: CGS   
 OE1654_PROJECTION: PROJECTING 3 CENTIMETERS
 OE1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1654+STABILITY: SURFACE MOTION
 OE1654
 OE1654  HISTORY     - Date     Condition        Report By
 OE1654  HISTORY     - 1942     MONUMENTED       CGS
 OE1654  HISTORY     - 1982     GOOD             NGS
 OE1654
 OE1654                          STATION DESCRIPTION
 OE1654
 OE1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1654'0.75 KM (0.45 MI) NW FROM CLEVELAND.
 OE1654'0.2 KM (0.1 MI) NORTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 OE1654'CLEVELAND, THENCE 0.5 KM (0.3 MI) WEST ALONG BRIDGE STREET, THENCE
 OE1654'0.1 KM (0.05 MI) NORTH ALONG WEST STREET TO HOUSE NUMBER 718 AND THE
 OE1654'MARK ON THE RIGHT, 7.32 METERS (24.0 FT) EAST OF THE CENTER OF WEST
 OE1654'STREET, 11.49 METERS (37.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 OE1654'THE HOUSE.
 OE1654'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1976 ***********************************************************************
 OE1976  DESIGNATION -  CLEVELAND METH CH SPIRE 1942
 OE1976  PID         -  OE1976
 OE1976  STATE/COUNTY-  NY/OSWEGO
 OE1976  USGS QUAD   -  CLEVELAND (1993)
 OE1976
 OE1976                         *CURRENT SURVEY CONTROL
 OE1976  ___________________________________________________________________
 OE1976* NAD 83(1996)-  43 14 02.79263(N)    075 53 09.06944(W)     ADJUSTED  
 OE1976* NAVD 88     -                                                        
 OE1976  ___________________________________________________________________
 OE1976  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 OE1976  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1976
 OE1976  HORZ ORDER  -  THIRD
 OE1976
 OE1976.The horizontal coordinates were established by classical geodetic methods
 OE1976.and adjusted by the National Geodetic Survey in January 1999..
 OE1976
 OE1976
 OE1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1976
 OE1976.The geoid height was determined by GEOID03.
 OE1976
 OE1976;                    North         East     Units Scale Factor Converg.
 OE1976;SPC NY C     -   359,412.963   306,653.401   MT  0.99997697   +0 28 40.0
 OE1976;SPC NY C     - 1,179,174.03  1,006,078.70   sFT  0.99997697   +0 28 40.0
 OE1976;UTM  18      - 4,787,193.646   428,070.164   MT  0.99966364   -0 36 24.5
 OE1976
 OE1976                          SUPERSEDED SURVEY CONTROL
 OE1976
 OE1976  NAD 83(1986)-  43 14 02.79770(N)    075 53 09.06754(W) AD(       ) 4
 OE1976  NAD 27      -  43 14 02.55000(N)    075 53 10.38000(W) AD(       ) 3
 OE1976
 OE1976.Superseded values are not recommended for survey control.
 OE1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1976.See file dsdata.txt to determine how the superseded data were derived.
 OE1976
 OE1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2807087194(NAD 83)
 OE1976
 OE1976  HISTORY     - Date     Condition        Report By
 OE1976  HISTORY     - 1942     MONUMENTED       CGS
 OE1976
 OE1976                          STATION DESCRIPTION
 OE1976
 OE1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1976'WOOD FRAME STRUCTURE WITH TOWER AND BELFRY IN NE CORNER.  BELFRY
 OE1976'HAS POINTED SPIRE WITH ARROW AND STAR ON TOP.  POINT OF SPIRE
 OE1976'(ABOUT 50 FEET ABOVE GROUND) IS POINT SIGHTED ON.  POINT TIED
 OE1976'TO STATION CLEVELAND BY ANGLE AND DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1655 ***********************************************************************
 OE1655  DESIGNATION -  CLEVELAND RM 1
 OE1655  PID         -  OE1655
 OE1655  STATE/COUNTY-  NY/OSWEGO
 OE1655  USGS QUAD   -  CLEVELAND (1993)
 OE1655
 OE1655                         *CURRENT SURVEY CONTROL
 OE1655  ___________________________________________________________________
 OE1655* NAD 83(1986)-  43 14 03.     (N)    075 53 11.     (W)     SCALED    
 OE1655* NAVD 88     -       124.499  (meters)     408.46   (feet)  ADJUSTED  
 OE1655  ___________________________________________________________________
 OE1655  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1655  DYNAMIC HT  -         124.470 (meters)     408.37  (feet)  COMP
 OE1655  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 OE1655
 OE1655  VERT ORDER  -  FIRST     CLASS II
 OE1655
 OE1655.The horizontal coordinates were scaled from a topographic map and have
 OE1655.an estimated accuracy of +/- 6 seconds.
 OE1655
 OE1655.The orthometric height was determined by differential leveling
 OE1655.and adjusted by the National Geodetic Survey in June 1991..
 OE1655
 OE1655.The geoid height was determined by GEOID03.
 OE1655
 OE1655.The dynamic height is computed by dividing the NAVD 88
 OE1655.geopotential number by the normal gravity value computed on the
 OE1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1655.degrees latitude (g = 980.6199 gals.).
 OE1655
 OE1655.The modeled gravity was interpolated from observed gravity values.
 OE1655
 OE1655;                    North         East    Units  Estimated Accuracy
 OE1655;SPC NY C     -   359,420.      306,610.      MT  (+/- 180 meters Scaled)
 OE1655
 OE1655                          SUPERSEDED SURVEY CONTROL
 OE1655
 OE1655.No superseded survey control is available for this station.
 OE1655
 OE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN280872(NAD 83)
 OE1655_MARKER: DR = REFERENCE MARK DISK
 OE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1655_SP_SET: CONCRETE POST
 OE1655_STAMPING: CLEVELAND NO 1 1942
 OE1655_MARK LOGO: CGS   
 OE1655_PROJECTION: PROJECTING 20 CENTIMETERS
 OE1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1655+STABILITY: SURFACE MOTION
 OE1655
 OE1655  HISTORY     - Date     Condition        Report By
 OE1655  HISTORY     - 1942     MONUMENTED       CGS
 OE1655  HISTORY     - 1982     GOOD             NGS
 OE1655
 OE1655                          STATION DESCRIPTION
 OE1655
 OE1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1655'0.45 KM (0.25 MI) NW FROM CLEVELAND.
 OE1655'0.2 KM (0.1 MI) NORTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 OE1655'CLEVELAND, THENCE 0.25 KM (0.15 MI) WEST ALONG BRIDGE STREET TO THE
 OE1655'METHODIST CHURCH ON THE LEFT AND THE MARK ON THE RIGHT, 7.93 METERS
 OE1655'(26.0 FT) NORTH OF THE CENTER OF BRIDGE STREET, 29.27 METERS (96.0 FT)
 OE1655'EAST OF THE PAVED ROAD GOING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1657 ***********************************************************************
 OE1657  DESIGNATION -  CLEVELAND RM 2
 OE1657  PID         -  OE1657
 OE1657  STATE/COUNTY-  NY/OSWEGO
 OE1657  USGS QUAD   -  CLEVELAND (1993)
 OE1657
 OE1657                         *CURRENT SURVEY CONTROL
 OE1657  ___________________________________________________________________
 OE1657* NAD 83(1986)-  43 14 03.     (N)    075 53 11.     (W)     SCALED    
 OE1657* NAVD 88     -       123.858  (meters)     406.36   (feet)  ADJUSTED  
 OE1657  ___________________________________________________________________
 OE1657  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1657  DYNAMIC HT  -         123.829 (meters)     406.26  (feet)  COMP
 OE1657  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 OE1657
 OE1657  VERT ORDER  -  FIRST     CLASS II
 OE1657
 OE1657.The horizontal coordinates were scaled from a topographic map and have
 OE1657.an estimated accuracy of +/- 6 seconds.
 OE1657
 OE1657.The orthometric height was determined by differential leveling
 OE1657.and adjusted by the National Geodetic Survey in June 1991..
 OE1657
 OE1657.The geoid height was determined by GEOID03.
 OE1657
 OE1657.The dynamic height is computed by dividing the NAVD 88
 OE1657.geopotential number by the normal gravity value computed on the
 OE1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1657.degrees latitude (g = 980.6199 gals.).
 OE1657
 OE1657.The modeled gravity was interpolated from observed gravity values.
 OE1657
 OE1657;                    North         East    Units  Estimated Accuracy
 OE1657;SPC NY C     -   359,420.      306,610.      MT  (+/- 180 meters Scaled)
 OE1657
 OE1657                          SUPERSEDED SURVEY CONTROL
 OE1657
 OE1657.No superseded survey control is available for this station.
 OE1657
 OE1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN280872(NAD 83)
 OE1657_MARKER: DR = REFERENCE MARK DISK
 OE1657_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OE1657_SP_SET: SIDEWALK
 OE1657_STAMPING: CLEVELAND NO 2 1942
 OE1657_MARK LOGO: CGS   
 OE1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1657
 OE1657  HISTORY     - Date     Condition        Report By
 OE1657  HISTORY     - 1942     MONUMENTED       CGS
 OE1657  HISTORY     - 1982     GOOD             NGS
 OE1657
 OE1657                          STATION DESCRIPTION
 OE1657
 OE1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1657'0.45 KM (0.25 MI) NW FROM CLEVELAND.
 OE1657'0.2 KM (0.1 MI) NORTH ALONG DIVISION STREET FROM THE POST OFFICE IN
 OE1657'CLEVELAND, THENCE 0.25 KM (0.15 MI) WEST ALONG BRIDGE STREET TO THE
 OE1657'METHODIST CHURCH AND THE MARK ON THE LEFT, 8.23 METERS (27.0 FT) SOUTH
 OE1657'OF THE CENTER OF BRIDGE STREET, 28.66 METERS (94.0 FT) WEST OF THE
 OE1657'CENTER OF CENTER STREET, 6.83 METERS (22.4 FT) NORTH OF THE NORTH FACE
 OE1657'OF THE CHURCH.
 OE1657'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4211 ***********************************************************************
 LX4211  DESIGNATION -  CLIFF
 LX4211  PID         -  LX4211
 LX4211  STATE/COUNTY-  NY/ROCKLAND
 LX4211  USGS QUAD   -  HAVERSTRAW (1979)
 LX4211
 LX4211                         *CURRENT SURVEY CONTROL
 LX4211  ___________________________________________________________________
 LX4211* NAD 83(1996)-  41 07 44.69453(N)    073 54 24.43865(W)     ADJUSTED  
 LX4211* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4211  ___________________________________________________________________
 LX4211  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 LX4211  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 LX4211
 LX4211  HORZ ORDER  -  THIRD
 LX4211
 LX4211.The horizontal coordinates were established by classical geodetic methods
 LX4211.and adjusted by the National Geodetic Survey in January 1999..
 LX4211
 LX4211.The orthometric height was scaled from a topographic map.
 LX4211
 LX4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4211
 LX4211.The geoid height was determined by GEOID03.
 LX4211
 LX4211;                    North         East     Units Scale Factor Converg.
 LX4211;SPC NY E     -   255,050.932   199,807.601   MT  0.99993052   +0 23 24.7
 LX4211;SPC NY E     -   836,779.60    655,535.44   sFT  0.99993052   +0 23 24.7
 LX4211;UTM  18      - 4,553,662.377   591,761.917   MT  0.99970363   +0 43 08.8
 LX4211
 LX4211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4211!SPC NY E     -   1.00000479  x   0.99993052  =   0.99993531
 LX4211!UTM  18      -   1.00000479  x   0.99970363  =   0.99970842
 LX4211
 LX4211:                Primary Azimuth Mark                     Grid Az
 LX4211:SPC NY E     -  OSSINING SING SING BIG STK               049 06 12.6
 LX4211:UTM  18      -  OSSINING SING SING BIG STK               048 46 28.5
 LX4211
 LX4211|---------------------------------------------------------------------|
 LX4211| PID    Reference Object                     Distance      Geod. Az  |
 LX4211|                                                           dddmmss.s |
 LX4211| LX4028 OSSINING SING SING BIG STK          APPROX. 4.1 KM 0492937.3 |
 LX4211| LX4019 OSSINING SING SING PRISON N TK      APPROX. 4.3 KM 0525536.5 |
 LX4211| CB3839 CLIFF RM 1                           13.840 METERS 07316     |
 LX4211| LX4068 TARRYTOWN LH                        APPROX. 5.7 KM 1511953.5 |
 LX4211| CB3840 CLIFF RM 2                            9.780 METERS 30721     |
 LX4211|---------------------------------------------------------------------|
 LX4211
 LX4211                          SUPERSEDED SURVEY CONTROL
 LX4211
 LX4211  NAD 83(1996)-  41 07 44.69521(N)    073 54 24.43962(W) AD(       ) 3
 LX4211  NAD 83(1992)-  41 07 44.69400(N)    073 54 24.44027(W) AD(       ) 3
 LX4211  NAD 83(1986)-  41 07 44.69685(N)    073 54 24.43875(W) AD(       ) 3
 LX4211  NAD 27      -  41 07 44.35004(N)    073 54 25.94405(W) AD(       ) 3
 LX4211
 LX4211.Superseded values are not recommended for survey control.
 LX4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4211.See file dsdata.txt to determine how the superseded data were derived.
 LX4211
 LX4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9176253662(NAD 83)
 LX4211
 LX4211  HISTORY     - Date     Condition        Report By
 LX4211  HISTORY     - 1932     MONUMENTED       CGS
 LX4211
 LX4211                          STATION DESCRIPTION
 LX4211
 LX4211'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4211'STATION IS LOCATED AT THE SHORE LINE OF THE W SIDE OF THE
 LX4211'HUDSON RIVER, 2 MILES ABOVE NYACK AND AT THE FOOT OF THE HIGHEST
 LX4211'PART OF THE VERTICAL CLIFF OF HOOK MOUNTAIN.  THE STATION IS ON
 LX4211'THE TOP OF A LARGE PROMINENT VERTICAL SIDED ROCK AT THE WATERS
 LX4211'EDGE, AND IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 LX4211'THE TOP OF THE ROCK.  THE ROCK HAS A LARGE FLAT TOP AND AN
 LX4211'INSTRUMENT COULD BE SET UP OVER IT, ALTHOUGH THE STATION WAS
 LX4211'UNOCCUPIED.
 LX4211'
 LX4211'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX4211'LARGE, IRREGULAR ROCK BETWEEN THE RIVER AND A PATH INSHORE.  THE
 LX4211'ROCK IS 15 FEET FROM THE WATERS EDGE AND 10 FEET FROM THE
 LX4211'PATH.  REFERENCE MARK NO.2 IS A DISK STAMPED R.M.NO.2 1932 SET
 LX4211'IN A DRILL HOLE IN A LARGE IRREGULAR SHAPED ROCK ABOUT 12 FEET
 LX4211'LONG AND 5 FEET WIDE.  STATION UNOCCUPIED.
 LX4211'
 LX4211'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4597 ***********************************************************************
 LX4597  DESIGNATION -  CLIFF
 LX4597  PID         -  LX4597
 LX4597  STATE/COUNTY-  NY/DUTCHESS
 LX4597  USGS QUAD   -  KINGSTON EAST (1980)
 LX4597
 LX4597                         *CURRENT SURVEY CONTROL
 LX4597  ___________________________________________________________________
 LX4597* NAD 83(1996)-  41 57 04.59933(N)    073 56 42.63488(W)     ADJUSTED  
 LX4597* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 LX4597  ___________________________________________________________________
 LX4597  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 LX4597  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX4597
 LX4597  HORZ ORDER  -  THIRD
 LX4597
 LX4597.The horizontal coordinates were established by classical geodetic methods
 LX4597.and adjusted by the National Geodetic Survey in January 1999..
 LX4597
 LX4597.The orthometric height was scaled from a topographic map.
 LX4597
 LX4597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4597
 LX4597.The geoid height was determined by GEOID03.
 LX4597
 LX4597;                    North         East     Units Scale Factor Converg.
 LX4597;SPC NY E     -   346,337.737   195,998.088   MT  0.99992603   +0 22 15.3
 LX4597;SPC NY E     - 1,136,276.39    643,037.06   sFT  0.99992603   +0 22 15.3
 LX4597;UTM  18      - 4,644,904.664   587,425.128   MT  0.99969405   +0 42 18.7
 LX4597
 LX4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4597!SPC NY E     -   1.00000297  x   0.99992603  =   0.99992900
 LX4597!UTM  18      -   1.00000297  x   0.99969405  =   0.99969702
 LX4597
 LX4597|---------------------------------------------------------------------|
 LX4597| PID    Reference Object                     Distance      Geod. Az  |
 LX4597|                                                           dddmmss.s |
 LX4597| CB3842 CLIFF RM 2                           13.078 METERS 06259     |
 LX4597| CB3841 CLIFF RM 1                           27.077 METERS 15852     |
 LX4597| LX4594 COVE                                APPROX. 1.8 KM 1752403.8 |
 LX4597|---------------------------------------------------------------------|
 LX4597
 LX4597                          SUPERSEDED SURVEY CONTROL
 LX4597
 LX4597  NAD 83(1986)-  41 57 04.60018(N)    073 56 42.63426(W) AD(       ) 3
 LX4597  NAD 27      -  41 57 04.26800(N)    073 56 44.14200(W) AD(       ) 3
 LX4597
 LX4597.Superseded values are not recommended for survey control.
 LX4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4597.See file dsdata.txt to determine how the superseded data were derived.
 LX4597
 LX4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8742544905(NAD 83)
 LX4597_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4597
 LX4597  HISTORY     - Date     Condition        Report By
 LX4597  HISTORY     - 1934     MONUMENTED       CGS
 LX4597  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4597  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4597
 LX4597                          STATION DESCRIPTION
 LX4597
 LX4597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4597'ON EASTERN SHORE OF HUDSON RIVER 1.4 MILES NNE OF KINGSTON
 LX4597'ABOVE TUNNEL ON NEW YORK CENTRAL RAILROAD.  STATION IS 20 FEET
 LX4597'S OF CREST OF RIDGE AND 15 FEET E OF EDGE OF BLUFF.
 LX4597'
 LX4597'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4597'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 LX4597'
 LX4597'REFERENCE MARK NO.2 IS 42 FEET N OF STATION AND ON CREST OF RIDGE.
 LX4597'
 LX4597'REFERENCE MARK NO.1 IS IN SW CORNER OF TUNNEL HEAD WALL AND
 LX4597'88.82 FEET ON INCLINE S OF STATION.
 LX4597
 LX4597                          STATION RECOVERY (1935)
 LX4597
 LX4597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4597'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL
 LX4597'MEASUREMENTS TAKEN, AS PER SKETCH, TO ASSIST IN LOCATING STATION
 LX4597'ON THE AERIAL PHOTOGRAPHS.
 LX4597
 LX4597                          STATION RECOVERY (1975)
 LX4597
 LX4597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4597'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 LX4597'WAS NOT FOUND, ALTHOUGH IT MAY STILL EXIST.  IT WOULD BE
 LX4597'EAST-NORTHEAST OF STATION, AND IS IN A CONCRETE MONUMENT, SO
 LX4597'MAY BE COVERED OVER NOW.  DISTANCE AND ANGLE TO RM 1 WAS NOT
 LX4597'CHECKED.  VIEW FROM STATION IS OBSTRUCTED BY TREES AND HEAVY
 LX4597'BRUSH IN ALL DIRECTIONS EXCEPT TO WEST ACROSS THE RIVER.
 LX4597'
 LX4597'STATION IS LOCATED ON CLIFTON POINT, ABOVE THE RAILROAD TUNNEL,
 LX4597'ABOUT 18 FEET BACK FROM SHARP EDGE OF BLUFF.
 LX4597'
 LX4597'TO REACH STATION FROM THE RAILROAD STATION AT RHINECLIFF, GO
 LX4597'NORTHERLY ON ACCESS ROAD ALONG THE RAILROAD TRACKS FOR 2.25 MILES
 LX4597'TO THE TUNNEL AND STATION ABOVE.
 LX4597'
 LX4597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4597'2-1/4-MILES NW OF RHINEBECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1840 ***********************************************************************
 PG1840  DESIGNATION -  CLIFF USLS 1928
 PG1840  PID         -  PG1840
 PG1840  STATE/COUNTY-  NY/CLINTON
 PG1840  USGS QUAD   -  PLATTSBURGH (1966)
 PG1840
 PG1840                         *CURRENT SURVEY CONTROL
 PG1840  ___________________________________________________________________
 PG1840* NAD 83(1996)-  44 38 35.30495(N)    073 26 02.95253(W)     ADJUSTED  
 PG1840* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG1840  ___________________________________________________________________
 PG1840  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 PG1840  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG1840
 PG1840  HORZ ORDER  -  THIRD
 PG1840
 PG1840.The horizontal coordinates were established by classical geodetic methods
 PG1840.and adjusted by the National Geodetic Survey in January 1999..
 PG1840
 PG1840.The orthometric height was scaled from a topographic map.
 PG1840
 PG1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1840
 PG1840.The geoid height was determined by GEOID03.
 PG1840
 PG1840;                    North         East     Units Scale Factor Converg.
 PG1840;SPC NY E     -   645,773.611   234,550.260   MT  0.99998788   +0 44 56.4
 PG1840;SPC NY E     - 2,118,675.59    769,520.31   sFT  0.99998788   +0 44 56.4
 PG1840;SPC VT       -   238,527.247   425,891.785   MT  1.00003180   -0 39 23.2
 PG1840;UTM  18      - 4,944,501.538   624,176.540   MT  0.99978962   +1 06 01.6
 PG1840
 PG1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1840!SPC NY E     -   0.99999987  x   0.99998788  =   0.99998775
 PG1840!SPC VT       -   0.99999987  x   1.00003180  =   1.00003167
 PG1840!UTM  18      -   0.99999987  x   0.99978962  =   0.99978949
 PG1840
 PG1840:                Primary Azimuth Mark                     Grid Az
 PG1840:SPC NY E     -  MACOMB USLS 1928                         037 13 30.2
 PG1840:SPC VT       -  MACOMB USLS 1928                         038 37 49.8
 PG1840:UTM  18      -  MACOMB USLS 1928                         036 52 25.0
 PG1840
 PG1840|---------------------------------------------------------------------|
 PG1840| PID    Reference Object                     Distance      Geod. Az  |
 PG1840|                                                           dddmmss.s |
 PG1840| PG1839 MACOMB USLS 1928                    APPROX. 2.3 KM 0375826.6 |
 PG1840| PG1826 BLUFF PT LT USLS                    APPROX. 2.3 KM 1743205.4 |
 PG1840|---------------------------------------------------------------------|
 PG1840
 PG1840                          SUPERSEDED SURVEY CONTROL
 PG1840
 PG1840  NAD 83(1996)-  44 38 35.30516(N)    073 26 02.95253(W) AD(       ) 3
 PG1840  NAD 83(1992)-  44 38 35.30676(N)    073 26 02.95321(W) AD(       ) 3
 PG1840  NAD 83(1986)-  44 38 35.31264(N)    073 26 02.95261(W) AD(       ) 3
 PG1840  NAD 27      -  44 38 35.14300(N)    073 26 04.47600(W) AD(       ) 3
 PG1840
 PG1840.Superseded values are not recommended for survey control.
 PG1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1840.See file dsdata.txt to determine how the superseded data were derived.
 PG1840
 PG1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2417744502(NAD 83)
 PG1840_MARKER: DH = HORIZONTAL CONTROL DISK
 PG1840_SETTING: 66 = SET IN ROCK OUTCROP
 PG1840_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PG1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1840+STABILITY: POSITION/ELEVATION WELL
 PG1840
 PG1840  HISTORY     - Date     Condition        Report By
 PG1840  HISTORY     - 1928     MONUMENTED       USLS
 PG1840  HISTORY     - 1960     GOOD             CGS
 PG1840  HISTORY     - 1963     GOOD             LOCSUR
 PG1840
 PG1840                          STATION DESCRIPTION
 PG1840
 PG1840'DESCRIBED BY US LAKE SURVEY 1928
 PG1840'STATION IS LOCATED ON BLUFF POINT, ABOUT 3-1/2 MILES S OF THE
 PG1840'BREAKWATER AT PLATTSBURGH, AND ABOUT 1,000 FEET S OF THE HOTEL
 PG1840'CHAMPLAIN DOCK.  IT IS ON TOP OF A VERTICAL BLUFF, ABOUT 8 FEET
 PG1840'FROM THE EDGE, AND ABOUT 35 FEET N OF A TURN TO THE W.  IT IS ABOUT
 PG1840'35 FEET ABOVE LOW WATER (STANDARD LAKE DATUM).
 PG1840'
 PG1840'STATION MARK IS A CROSS ON A STANDARD U.S. LAKE SURVEY DISK SET IN
 PG1840'SOLID LEDGE ROCK.  DISK IS STAMPED 94.
 PG1840'
 PG1840'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS
 PG1840'SET IN LEDGE ROCK.
 PG1840
 PG1840                          STATION RECOVERY (1960)
 PG1840
 PG1840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 PG1840'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PG1840'CONDITION.  DISTANCE AND AZIMUTH TO REFERENCE MARKS 1 AND 2 WERE
 PG1840'CHECKED.  A NEW TO REACH FOLLOWS--
 PG1840'
 PG1840'STATION IS LOCATED ON WEST SHORE OF LAKE CHAMPLAIN, ABOUT 3.7 MILES
 PG1840'(AIRLINE) SOUTH OF U.S. POST OFFICE AT PLATTSBURGH, ON PROPERTY OF
 PG1840'BELLAMINE COLLEGE WHICH IS A CATHOLIC SEMINARY.  IT IS ON TOP OF A
 PG1840'VERTICAL BLUFF, ABOUT 8 FEET FROM THE EDGE AND ABOUT 35 FEET NORTH
 PG1840'OF A POINT WHERE THE BLUFF TURNS TO THE WEST.
 PG1840'
 PG1840'TO REACH FROM THE FIRE HOUSE AT BELLAMINE COLLEGE, PROCEED ON
 PG1840'ASPHALT ROAD FOR 0.4 MILE DOWNHILL TO THE LAKE.  FROM HERE PACK IN
 PG1840'A SOUTHERLY DIRECTION UP THE BLUFF FOR ABOUT 100 PACES TO A WIDE
 PG1840'PATH WITH LOG HANDRAILS ON EACH SIDE, TURN LEFT (EAST) AND GO
 PG1840'TOWARD THE LAKE AND AN OBSERVATION POINT OVERLOOKING THE LAKE, TURN
 PG1840'RIGHT (SOUTH) AND GO 160 PACES TO FORKS IN THE TRAIL, TAKE LEFT
 PG1840'FORK AND GO ABOUT 32 PACES AND THEN VEER OFF EASTERLY TOWARD THE
 PG1840'LAKE ABOUT 17 PACES TO THE EDGE OF BLUFF AND STATION.
 PG1840
 PG1840                          STATION RECOVERY (1963)
 PG1840
 PG1840'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 PG1840'RECOVERED BY LEWIS-DICKERSON ASSOC.
 PG1840'
 PG1840'STATION FOUND IN GOOD CONDITION AS DESRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1778 ***********************************************************************
 OF1778  DESIGNATION -  CLIFFORD 1925
 OF1778  PID         -  OF1778
 OF1778  STATE/COUNTY-  NY/MONROE
 OF1778  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1778
 OF1778                         *CURRENT SURVEY CONTROL
 OF1778  ___________________________________________________________________
 OF1778* NAD 83(1996)-  43 10 31.06312(N)    077 35 56.09936(W)     ADJUSTED  
 OF1778* NAVD 88     -       151.1    (meters)     496.     (feet)  VERTCON   
 OF1778  ___________________________________________________________________
 OF1778  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OF1778  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OF1778
 OF1778  HORZ ORDER  -  SECOND
 OF1778  VERT ORDER  -  THIRD ? (See Below)
 OF1778
 OF1778.The horizontal coordinates were established by classical geodetic methods
 OF1778.and adjusted by the National Geodetic Survey in January 1999..
 OF1778
 OF1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1778.The vertical order pertains to the NGVD 29 superseded value.
 OF1778
 OF1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1778
 OF1778.The geoid height was determined by GEOID03.
 OF1778
 OF1778;                    North         East     Units Scale Factor Converg.
 OF1778;SPC NY W     -   353,113.629   430,036.991   MT  1.00001627   +0 40 25.0
 OF1778;SPC NY W     - 1,158,506.96  1,410,879.69   sFT  1.00001627   +0 40 25.0
 OF1778;UTM  18      - 4,783,560.512   288,765.063   MT  1.00014893   -1 46 44.1
 OF1778
 OF1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1778!SPC NY W     -   0.99998189  x   1.00001627  =   0.99999816
 OF1778!UTM  18      -   0.99998189  x   1.00014893  =   1.00013082
 OF1778
 OF1778:                Primary Azimuth Mark                     Grid Az
 OF1778:SPC NY W     -  LINCOLN 1925                             088 32 29.3
 OF1778:UTM  18      -  LINCOLN 1925                             090 59 38.4
 OF1778
 OF1778|---------------------------------------------------------------------|
 OF1778| PID    Reference Object                     Distance      Geod. Az  |
 OF1778|                                                           dddmmss.s |
 OF1778| OF1790 LINCOLN 1925                        412.617 METERS 0891254.3 |
 OF1778| OF1774 RCS CLIFFORD HUDSON 1925             16.718 METERS 11154     |
 OF1778| OF1750 HERMAN 1925                         APPROX. 0.6 KM 1975758.0 |
 OF1778| OF1825 AVENUE 1925                         APPROX. 0.6 KM 3571749.1 |
 OF1778|---------------------------------------------------------------------|
 OF1778
 OF1778                          SUPERSEDED SURVEY CONTROL
 OF1778
 OF1778  NAD 83(1986)-  43 10 31.07085(N)    077 35 56.09889(W) AD(       ) 2
 OF1778  NAD 27      -  43 10 30.84700(N)    077 35 57.09700(W) AD(       ) 2
 OF1778  NGVD 29 (07/19/86)  151.3    (m)          496.     (f) LEVELING    3  
 OF1778
 OF1778.Superseded values are not recommended for survey control.
 OF1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1778.See file dsdata.txt to determine how the superseded data were derived.
 OF1778
 OF1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8876583561(NAD 83)
 OF1778
 OF1778  HISTORY     - Date     Condition        Report By
 OF1778  HISTORY     - 1925     MONUMENTED       CGS
 OF1778  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1778  HISTORY     - 19980417 GOOD             USPSQD
 OF1778
 OF1778                          STATION DESCRIPTION
 OF1778
 OF1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1778'IN ROCHESTER, IN THE SIDEWALK AT THE SOUTHWEST CORNER OF
 OF1778'CLIFFORD AVENUE AND HUDSON AVENUE, 0.92 METER SOUTH OF AN
 OF1778'R.C.S. MARK, 2.25 METERS NORTHEAST OF THE NORTHEAST CORNER OF
 OF1778'THE BUILDING AT NO.599 HUDSON AVENUE, THIS BEING THE CORNER
 OF1778'BUILDING, AND 2.20 METERS WEST OF THE WEST CURB OF HUDSON
 OF1778'AVENUE.  STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF1778
 OF1778                          STATION RECOVERY (1977)
 OF1778
 OF1778'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1778'CLIFFORD GOOD.
 OF1778
 OF1778                          STATION RECOVERY (1998)
 OF1778
 OF1778'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1882 ***********************************************************************
 NB1882  DESIGNATION -  CLIFTON
 NB1882  PID         -  NB1882
 NB1882  STATE/COUNTY-  NY/ONTARIO
 NB1882  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB1882
 NB1882                         *CURRENT SURVEY CONTROL
 NB1882  ___________________________________________________________________
 NB1882* NAD 83(1996)-  42 57 34.26108(N)    077 07 32.74676(W)     ADJUSTED  
 NB1882* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 NB1882  ___________________________________________________________________
 NB1882  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NB1882  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NB1882
 NB1882  HORZ ORDER  -  SECOND
 NB1882
 NB1882.The horizontal coordinates were established by classical geodetic methods
 NB1882.and adjusted by the National Geodetic Survey in January 1999..
 NB1882
 NB1882.The orthometric height was scaled from a topographic map.
 NB1882
 NB1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1882
 NB1882.The geoid height was determined by GEOID03.
 NB1882
 NB1882;                    North         East     Units Scale Factor Converg.
 NB1882;SPC NY C     -   328,815.723   205,743.452   MT  0.99996159   -0 22 10.8
 NB1882;SPC NY C     - 1,078,789.58    675,009.98   sFT  0.99996159   -0 22 10.8
 NB1882;UTM  18      - 4,758,511.688   326,615.955   MT  0.99996984   -1 26 56.5
 NB1882
 NB1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1882!SPC NY C     -   0.99997427  x   0.99996159  =   0.99993586
 NB1882!UTM  18      -   0.99997427  x   0.99996984  =   0.99994411
 NB1882
 NB1882:                Primary Azimuth Mark                     Grid Az
 NB1882:SPC NY C     -  NEWARK AIRWAY BEACON                     010 03 19.6
 NB1882:UTM  18      -  NEWARK AIRWAY BEACON                     011 08 05.3
 NB1882
 NB1882|---------------------------------------------------------------------|
 NB1882| PID    Reference Object                     Distance      Geod. Az  |
 NB1882|                                                           dddmmss.s |
 NB1882| OF1424 NEWARK AIRWAY BEACON                APPROX.11.6 KM 0094108.8 |
 NB1882| DE4789 CLIFTON AZ MK                                      0714243.1 |
 NB1882| DE4791 CLIFTON RM 2                         42.892 METERS 08656     |
 NB1882| NB1868 PHELPS METHODIST CHURCH SPIRE       APPROX. 5.1 KM 0895131.3 |
 NB1882| NB1869 PHELPS FLOSS SILVER TANK            APPROX. 5.0 KM 0903113.5 |
 NB1882| NB1880 MANCHESTER MUNICIPAL STANDPIPE      APPROX. 8.7 KM 2751547.1 |
 NB1882| NB1883 CLIFTON SPR SANITARIUM FLAG         APPROX. 0.9 KM 2824638.9 |
 NB1882| NB1900 COLOR                               APPROX.11.3 KM 2871645.6 |
 NB1882| OF1431 CUMORAH MONUMENT                    APPROX. 9.6 KM 3030259.9 |
 NB1882| DE4790 CLIFTON RM 1                         24.521 METERS 32111     |
 NB1882|---------------------------------------------------------------------|
 NB1882
 NB1882                          SUPERSEDED SURVEY CONTROL
 NB1882
 NB1882  NAD 83(1986)-  42 57 34.26906(N)    077 07 32.74299(W) AD(       ) 2
 NB1882  NAD 27      -  42 57 34.04569(N)    077 07 33.83184(W) AD(       ) 2
 NB1882
 NB1882.Superseded values are not recommended for survey control.
 NB1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1882.See file dsdata.txt to determine how the superseded data were derived.
 NB1882
 NB1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN2661658512(NAD 83)
 NB1882_MARKER: DS = TRIANGULATION STATION DISK
 NB1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1882
 NB1882  HISTORY     - Date     Condition        Report By
 NB1882  HISTORY     - 1943     MONUMENTED       CGS
 NB1882  HISTORY     - 1974     GOOD             NGS
 NB1882  HISTORY     - 19980719 GOOD             USPSQD
 NB1882
 NB1882                          STATION DESCRIPTION
 NB1882
 NB1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1882'ABOUT 1/2 MILE EAST OF CLIFTON SPRING.  IN BARN LOT ON A LOW OPEN
 NB1882'RIDGE OWNED BY MR. HENRY FOX.  THE STATION IS 46.7 FEET NORTHWEST
 NB1882'OF THE NORTHEAST CORNER OF BARN, 24 FEET NORTHEAST OF THE NORTH
 NB1882'GATE POST, 48 FEET WEST OF THE NORTHWEST CORNER OF CHICKEN
 NB1882'HOUSE AND 28 FEET EAST OF THE SOUTHEAST CORNER OF GARAGE.  THE
 NB1882'MARK IS SET FLUSH WITH THE GROUND AND IS STAMPED--CLIFTON 1943.
 NB1882'
 NB1882'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 1 FOOT EAST
 NB1882'OF FENCE, 18 FEET EAST OF DRIVEWAY TO HOUSE AND BARN, AND IS 8
 NB1882'FEET SOUTH OF 22 INCH MAPLE TREE.  THE MARK PROJECTS 8 INCHES.
 NB1882'
 NB1882'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 1 FOOT NORTH OF
 NB1882'FENCE LINE, 4 FEET NORTH OF SMALLER AND MOST EASTERLY OF CHICKEN
 NB1882'HOUSES, AND 30 FEET SOUTHEAST OF 30 INCH HICKORY TREE.  THE MARK
 NB1882'PROJECTS 6 INCHES.
 NB1882'
 NB1882'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 NB1882'2 FEET WEST OF A LIGHTPOLE, 21 FEET SOUTH OF THE CENTERLINE OF
 NB1882'THE ROAD, AND 60 FEET WEST OF A DIVISION FENCE.  THE MARK
 NB1882'PROJECTS 10 INCHES.  IT IS REACHED FROM THE STATION BY GOING
 NB1882'0.1 MILE NORTH ON LANE TO MAIN ROAD, TURN RIGHT, EAST, AND GO
 NB1882'0.2 MILE TO AZIMUTH MARK ON SOUTH SIDE OF ROAD.
 NB1882'
 NB1882'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 NB1882'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 NB1882'
 NB1882'REACHED FROM THE POST OFFICE IN CLIFTON SPRINGS BY GOING EAST ON
 NB1882'MAIN STREET FOR 0.6 MILE TO DRIVEWAY, RIGHT TO MR. FOXS FARM AT
 NB1882'MAIL BOX ON A RED POST.  THEN TURN RIGHT AND GO SOUTH ON
 NB1882'DRIVEWAY FOR 0.1 MILE TO MR. FOXS RED BARN AND STATION SITE.
 NB1882'
 NB1882'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NB1882
 NB1882                          STATION RECOVERY (1974)
 NB1882
 NB1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1882'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NB1882'CONDITION.  AZIMUTH MARK WAS NOT RECOVERED, AND IS REPORTED TO
 NB1882'HAVE BEEN DESTROYED WHEN A SEWER LINE WAS PUT IN ALONG THE
 NB1882'ROADWAY.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT CHECKED.
 NB1882'
 NB1882'STATION IS LOCATED ON PROPERTY OF R.J. GANOWSKY, IN OLD
 NB1882'BARNYARD, BEHIND THE GARAGE.  STATION MARK IS A STANDARD DISK
 NB1882'STAMPED CLIFTON 1943, SET IN THE TOP OF A SQUARE CONCRETE
 NB1882'MONUMENT 10 INCHES BELOW GROUND.  IT IS 132.3 FEET NORTHEAST
 NB1882'OF SOUTHEAST CORNER OF THE SWIMMING POOL, 25.75 FEET EAST OF
 NB1882'SOUTHEAST CORNER OF THE GARAGE AND 32.0 FEET SOUTHEAST OF
 NB1882'NORTHEAST CORNER OF THE GARAGE.
 NB1882'
 NB1882'RM NO. 1 IS A STANDARD DISK STAMPED CLIFTON NO 1 1943, SET IN
 NB1882'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES FROM
 NB1882'GROUND.  IT IS 14 FEET EAST OF CENTER LINE OF DRIVEWAY, 40.2 FEET
 NB1882'NORTH OF NORTHWEST CORNER OF A DOG RUN, 71.6 FEET SOUTHEAST OF
 NB1882'NORTHEAST CORNER OF MR. GANOWSKYS HOUSE AND 59.3 FEET EAST OF
 NB1882'SOUTHEAST CORNER OF THE HOUSE.
 NB1882'
 NB1882'RM NO. 2 IS A STANDARD DISK STAMPED CLIFTON NO 2 1943, SET IN
 NB1882'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NB1882'GROUND.  IT IS 166.4 FEET EAST OF SOUTHEAST CORNER OF GARAGE AND
 NB1882'191.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE WARREN DUNN HOME.
 NB1882'
 NB1882'TO REACH STATION FROM THE U.S. POST OFFICE IN CLIFTON SPRINGS,
 NB1882'GO EAST ON MAIN STREET FOR 0.6 MILE.  TURN RIGHT, INTO THE
 NB1882'GANOWSKYS DRIVEWAY, AND GO SOUTH ABOUT 800 FEET TO A GARAGE ON
 NB1882'LEFT AND STATION.
 NB1882'
 NB1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1882'IN VILLAGE OF CLIFTON SPRINGS.
 NB1882
 NB1882                          STATION RECOVERY (1998)
 NB1882
 NB1882'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4496 ***********************************************************************
 KV4496  DESIGNATION -  CLIFTON NY RICHMOND GAS CO TK
 KV4496  PID         -  KV4496
 KV4496  STATE/COUNTY-  NY/RICHMOND
 KV4496  USGS QUAD   -  THE NARROWS (1981)
 KV4496
 KV4496                         *CURRENT SURVEY CONTROL
 KV4496  ___________________________________________________________________
 KV4496* NAD 83(1996)-  40 37 10.71386(N)    074 04 14.98699(W)     ADJUSTED  
 KV4496* NAVD 88     -                                                        
 KV4496  ___________________________________________________________________
 KV4496  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KV4496  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4496
 KV4496  HORZ ORDER  -  THIRD
 KV4496
 KV4496.The horizontal coordinates were established by classical geodetic methods
 KV4496.and adjusted by the National Geodetic Survey in January 1999..
 KV4496
 KV4496
 KV4496.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4496
 KV4496.The geoid height was determined by GEOID03.
 KV4496
 KV4496;                    North         East     Units Scale Factor Converg.
 KV4496;SPC NY L     -    50,303.345   294,006.586   MT  1.00000295   -0 02 46.8
 KV4496;SPC NY L     -   165,036.89    964,586.61   sFT  1.00000295   -0 02 46.8
 KV4496;SPC NJ       -   198,401.563   186,311.516   MT  0.99991622   +0 16 45.9
 KV4496;SPC NJ       -   650,922.46    611,257.03   sFT  0.99991622   +0 16 45.9
 KV4496;SPC NY E     -   198,401.563   186,311.516   MT  0.99991622   +0 16 45.9
 KV4496;SPC NY E     -   650,922.46    611,257.03   sFT  0.99991622   +0 16 45.9
 KV4496;UTM  18      - 4,496,950.100   578,592.671   MT  0.99967603   +0 36 17.8
 KV4496
 KV4496                          SUPERSEDED SURVEY CONTROL
 KV4496
 KV4496  NAD 83(1986)-  40 37 10.71373(N)    074 04 14.98622(W) AD(       ) 4
 KV4496  NAD 27      -  40 37 10.34200(N)    074 04 16.47100(W) AD(       ) 3
 KV4496
 KV4496.Superseded values are not recommended for survey control.
 KV4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4496.See file dsdata.txt to determine how the superseded data were derived.
 KV4496
 KV4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7859396950(NAD 83)
 KV4496_MARKER: 51 = TANK
 KV4496_SETTING: 0 = UNSPECIFIED SETTING
 KV4496
 KV4496  HISTORY     - Date     Condition        Report By
 KV4496  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4496  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV4496
 KV4496                          STATION DESCRIPTION
 KV4496
 KV4496'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4496'THE LARGER STORAGE TANK OF THE NEW YORK AND RICHMOND GAS COMPANY ON
 KV4496'THE W SIDE OF BAY STREET JUST S OF THE RAILROAD TRACKS.  IT IS THE
 KV4496'ORDINARY TYPE FLAT-TOPPED, CYLINDRICAL, BROWN, IRON TANK,
 KV4496'APPROXIMATELY 30 METERS IN DIAMETER.
 KV4496'
 KV4496'THE STATION IS THE TOP-CENTER, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4496'
 KV4496'THE ACCOMPANYING SMALLER TANK IS TOO LOW TO BE VISIBLE.
 KV4496
 KV4496                          STATION RECOVERY (1985)
 KV4496
 KV4496'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4496'STATION FOUND LOST.
 KV4496'
 KV4496'TANK HAS BEEN REMOVED BY OWNER BROOKLYN UNION GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1883 ***********************************************************************
 NB1883  DESIGNATION -  CLIFTON SPR SANITARIUM FLAG
 NB1883  PID         -  NB1883
 NB1883  STATE/COUNTY-  NY/ONTARIO
 NB1883  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB1883
 NB1883                         *CURRENT SURVEY CONTROL
 NB1883  ___________________________________________________________________
 NB1883* NAD 83(1996)-  42 57 40.55712(N)    077 08 10.55746(W)     ADJUSTED  
 NB1883* NAVD 88     -                                                        
 NB1883  ___________________________________________________________________
 NB1883  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NB1883  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NB1883
 NB1883  HORZ ORDER  -  THIRD
 NB1883
 NB1883.The horizontal coordinates were established by classical geodetic methods
 NB1883.and adjusted by the National Geodetic Survey in January 1999..
 NB1883
 NB1883
 NB1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1883
 NB1883.The geoid height was determined by GEOID03.
 NB1883
 NB1883;                    North         East     Units Scale Factor Converg.
 NB1883;SPC NY C     -   329,015.582   204,887.796   MT  0.99996253   -0 22 36.6
 NB1883;SPC NY C     - 1,079,445.29    672,202.71   sFT  0.99996253   -0 22 36.6
 NB1883;UTM  18      - 4,758,727.633   325,764.207   MT  0.99997348   -1 27 22.5
 NB1883
 NB1883                          SUPERSEDED SURVEY CONTROL
 NB1883
 NB1883  NAD 83(1986)-  42 57 40.56453(N)    077 08 10.54933(W) AD(       ) 4
 NB1883  NAD 27      -  42 57 40.34461(N)    077 08 11.65749(W) AD(       ) 3
 NB1883
 NB1883.Superseded values are not recommended for survey control.
 NB1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1883.See file dsdata.txt to determine how the superseded data were derived.
 NB1883
 NB1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN2576458728(NAD 83)
 NB1883_MARKER: 62 = FLAGPOLE
 NB1883
 NB1883  HISTORY     - Date     Condition        Report By
 NB1883  HISTORY     - 1943     FIRST OBSERVED   CGS
 NB1883  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NB1883
 NB1883                          STATION DESCRIPTION
 NB1883
 NB1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1883'CLIFTON SPRINGS SANITARIUM IS ON THE SOUTH SIDE OF MAIN STREET
 NB1883'IN CLIFTON SPRINGS.  IT IS A FOUR STORY RED BRICK BUILDING WITH
 NB1883'A LARGE OPEN, SQUARE TOWER IN THE FRONT AND CENTER OF THE
 NB1883'BUILDING.  THE FLAGPOLE IS ON THE TOP AND CENTER OF THIS TOWER
 NB1883'AND IS THE POINT OBSERVED ON.  THE BUILDING HAS SMALLER TOWERS
 NB1883'ON THE EAST AND WEST CORNERS.  THIS IS THE MAIN AND OLDER
 NB1883'BUILDING OF THE SANITARIUM.
 NB1883
 NB1883                          STATION RECOVERY (1983)
 NB1883
 NB1883'RECOVERY NOTE BY US POWER SQUADRON 1983 (RFH)
 NB1883'THE STATION NO LONGER EXISTS.
 NB1883'
 NB1883'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0094 ***********************************************************************
 OG0094  TIDAL BM    -  This is a Tidal Bench Mark.
 OG0094  DESIGNATION -  CLINTON
 OG0094  PID         -  OG0094
 OG0094  STATE/COUNTY-  NY/NIAGARA
 OG0094  USGS QUAD   -  
 OG0094
 OG0094                         *CURRENT SURVEY CONTROL
 OG0094  ___________________________________________________________________
 OG0094* NAD 83(1986)-  43 20 09.     (N)    078 43 17.     (W)     SCALED    
 OG0094* NAVD 88     -        82.316  (meters)     270.07   (feet)  ADJUSTED  
 OG0094  ___________________________________________________________________
 OG0094  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG0094  DYNAMIC HT  -          82.299 (meters)     270.01  (feet)  COMP
 OG0094  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 OG0094
 OG0094  VERT ORDER  -  FIRST     CLASS II
 OG0094
 OG0094.The horizontal coordinates were scaled from a topographic map and have
 OG0094.an estimated accuracy of +/- 6 seconds.
 OG0094
 OG0094.The orthometric height was determined by differential leveling
 OG0094.and adjusted by the National Geodetic Survey in June 1991..
 OG0094
 OG0094.This Tidal Bench Mark is designated as VM 12872
 OG0094.by the Center for Operational Oceanographic Products and Services.
 OG0094
 OG0094.The geoid height was determined by GEOID03.
 OG0094
 OG0094.The dynamic height is computed by dividing the NAVD 88
 OG0094.geopotential number by the normal gravity value computed on the
 OG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0094.degrees latitude (g = 980.6199 gals.).
 OG0094
 OG0094.The modeled gravity was interpolated from observed gravity values.
 OG0094
 OG0094;                    North         East    Units  Estimated Accuracy
 OG0094;SPC NY W     -   370,490.      338,810.      MT  (+/- 180 meters Scaled)
 OG0094
 OG0094                          SUPERSEDED SURVEY CONTROL
 OG0094
 OG0094  NGVD 29 (??/??/92)   82.50   (m)          270.7    (f) COMPUTED    1 2
 OG0094
 OG0094.Superseded values are not recommended for survey control.
 OG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0094.See file dsdata.txt to determine how the superseded data were derived.
 OG0094
 OG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ847006(NAD 83)
 OG0094_MARKER: Z = SEE DESCRIPTION
 OG0094_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0094+WITH SETTING: INTO GROUND
 OG0094_MARK LOGO: NONE  
 OG0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0094+STABILITY: SURFACE MOTION
 OG0094
 OG0094  HISTORY     - Date     Condition        Report By
 OG0094  HISTORY     - UNK      MONUMENTED       USLS
 OG0094  HISTORY     - 1967     GOOD             USLS
 OG0094  HISTORY     - 1978     MARK NOT FOUND   NGS
 OG0094  HISTORY     - 19970620 MARK NOT FOUND   NOS
 OG0094  HISTORY     - 19980617 MARK NOT FOUND   NOS
 OG0094  HISTORY     - 19990429 GOOD             NOS
 OG0094  HISTORY     - 20000809 GOOD             NOS
 OG0094  HISTORY     - 20010617 GOOD             NOS
 OG0094  HISTORY     - 20020605 GOOD             NOS
 OG0094
 OG0094                          STATION DESCRIPTION
 OG0094
 OG0094'DESCRIBED BY US LAKE SURVEY 1967
 OG0094'IN OLCOTT.
 OG0094'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, 138.1 FEET SOUTHEAST OF
 OG0094'SOUTHEAST CORNER OF 2-STORY FRAME DWELLING AT 1577 CLINTON ST., 136
 OG0094'FEET EAST OF CENTERLINE OF CLINTON STREET, 68 FEET NORTH OF
 OG0094'CENTERLINE OF W. MAIN STREET (NEW YORK HIGHWAY NO. 18),36.7 FEET
 OG0094'SOUTH OF NORTHWEST CORNER OF FRAME GARAGE NEXT TO DWELLING AT 5771
 OG0094'MAIN STREET, 33.9 FEET NORTHWEST OF A 20-INCH PINE, 18.9 FEET WEST OF
 OG0094'THE SOUTHWEST CORNER AND IN LINE WITH SOUTH FACE OF THE GARAGE, 1-1/2
 OG0094'FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OG0094'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 OG0094'PIPE, 19 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 OG0094'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE
 OG0094'WITH COVER 1 FOOT BELOW THE GROUND SURFACE.
 OG0094
 OG0094                          STATION RECOVERY (1978)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OG0094'NOT RECOVERED, THE MARK IS IN A NEW LAWN AND PROPERTY OWNERS WOULD
 OG0094'NOT LET US DIG IT UP IF IT WAS STILL THERE.
 OG0094
 OG0094                          STATION RECOVERY (1997)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0094'NOT RECOVERED. NEW LAND OWNERS WOULD NOT ALLOW GROUND TO BE DUG UP.
 OG0094
 OG0094                          STATION RECOVERY (1998)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0094'NOT RECOVERED,  MARK IS IN A NEW LAWN AND PROPERTY OWNERS WOULD NOT
 OG0094'LET US DIG IT UP IF IT WAS STILL THERE.
 OG0094
 OG0094                          STATION RECOVERY (1999)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0094'IS AT OLCOTT, NIAGARA COUNTY, NEW YORK, 138.1 FEET (42.1 M) SOUTHEAST
 OG0094'OF SOUTHEAST CORNER OF 2-STORY FRAME DWELLING AT 1577 CLINTON ST., 136
 OG0094'FEET (41.5 M) EAST OF CENTERLINE OF CLINTON STREET, 68 FEET (20.7 M)
 OG0094'NORTH OF CENTERLINE OF W.  MAIN STREET (NEW YORK HIGHWAY NO.  18)
 OG0094',36.7 FEET SOUTH OF NORTHWEST CORNER OF FRAME GARAGE NEXT TO DWELLING
 OG0094'AT 5771 MAIN STREET, 33.9 FEET (10.3 M) NORTHWEST OF A 20-INCH PINE,
 OG0094'18.9 FEET (5.8 M) WEST OF THE SOUTHWEST CORNER AND IN LINE WITH SOUTH
 OG0094'FACE OF THE GARAGE, 1-1/2 FEET BELOW THE GROUND SURFACE, BEING HIGHEST
 OG0094'POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 OG0094'GALVANIZED STEEL PIPE, 19 FEET (5.8 M) LONG. THE PIPE IS ENCASED IN A
 OG0094'1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 OG0094'DIAMETER CONCRETE PIPE WITH COVER 1 FOOT (0.3 M) BELOW THE GROUND
 OG0094'SURFACE. NOTE--THE MARK IS IN A NEW LAWN AND PROPERTY OWNERS WOULD NOT
 OG0094'LET US DIG IT UP IF IT WAS STILL THERE.
 OG0094
 OG0094                          STATION RECOVERY (2000)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0094'RECOVERED AS DESCRIBED.
 OG0094
 OG0094                          STATION RECOVERY (2001)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0094'RECOVERED AS DESCRIBED.
 OG0094
 OG0094                          STATION RECOVERY (2002)
 OG0094
 OG0094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0094'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2146 ***********************************************************************
 PG2146  DESIGNATION -  CLINTON
 PG2146  PID         -  PG2146
 PG2146  STATE/COUNTY-  NY/CLINTON
 PG2146  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG2146
 PG2146                         *CURRENT SURVEY CONTROL
 PG2146  ___________________________________________________________________
 PG2146* NAD 83(1996)-  44 59 50.60219(N)    073 48 54.19253(W)     ADJUSTED  
 PG2146* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 PG2146  ___________________________________________________________________
 PG2146  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 PG2146  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PG2146
 PG2146  HORZ ORDER  -  SECOND
 PG2146
 PG2146.The horizontal coordinates were established by classical geodetic methods
 PG2146.and adjusted by the National Geodetic Survey in January 1999..
 PG2146
 PG2146.The orthometric height was scaled from a topographic map.
 PG2146
 PG2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2146
 PG2146.The geoid height was determined by GEOID03.
 PG2146
 PG2146;                    North         East     Units Scale Factor Converg.
 PG2146;SPC NY E     -   684,812.376   204,002.919   MT  0.99993585   +0 29 03.6
 PG2146;SPC NY E     - 2,246,755.27    669,299.58   sFT  0.99993585   +0 29 03.6
 PG2146;UTM  18      - 4,983,343.329   593,396.163   MT  0.99970726   +0 50 16.5
 PG2146
 PG2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2146!SPC NY E     -   0.99995486  x   0.99993585  =   0.99989072
 PG2146!UTM  18      -   0.99995486  x   0.99970726  =   0.99966214
 PG2146
 PG2146:                Primary Azimuth Mark                     Grid Az
 PG2146:SPC NY E     -  HAVELOCK                                 001 41 07.3
 PG2146:UTM  18      -  HAVELOCK                                 001 19 54.4
 PG2146
 PG2146|---------------------------------------------------------------------|
 PG2146| PID    Reference Object                     Distance      Geod. Az  |
 PG2146|                                                           dddmmss.s |
 PG2146| PG2577 HAVELOCK                            APPROX. 2.0 KM 0021010.9 |
 PG2146|---------------------------------------------------------------------|
 PG2146
 PG2146                          SUPERSEDED SURVEY CONTROL
 PG2146
 PG2146  NAD 83(1996)-  44 59 50.60170(N)    073 48 54.19407(W) AD(       ) 2
 PG2146  NAD 83(1992)-  44 59 50.60163(N)    073 48 54.19353(W) AD(       ) 2
 PG2146  NAD 83(1986)-  44 59 50.60365(N)    073 48 54.19285(W) AD(       ) 2
 PG2146  NAD 27      -  44 59 50.45300(N)    073 48 55.63000(W) AD(       ) 2
 PG2146
 PG2146.Superseded values are not recommended for survey control.
 PG2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2146.See file dsdata.txt to determine how the superseded data were derived.
 PG2146
 PG2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9339683343(NAD 83)
 PG2146_MARKER: N = NAIL
 PG2146_SETTING: 0 = UNSPECIFIED SETTING
 PG2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2146
 PG2146  HISTORY     - Date     Condition        Report By
 PG2146  HISTORY     - 1917     MONUMENTED       IBC
 PG2146  HISTORY     - 1973     MARK NOT FOUND   IBC
 PG2146
 PG2146                          STATION DESCRIPTION
 PG2146
 PG2146'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2146'IN CLINTON TOWNSHIP, ON A SLIGHT RISE IN SECOND GROWTH ABOUT
 PG2146'ONE-HALF MILE SOUTHWEST OF THE NORTHEAST CORNER OF CLINTON
 PG2146'TOWNSHIP.  A 30-FOOT SCAFFOLD WAS ERECTED AROUND A TREE.
 PG2146'
 PG2146'STATION MARK--NAIL DRIVEN IN THE ROOTS OF THE TREE FORMING THE
 PG2146'CENTER OF THE TRIPOD.
 PG2146
 PG2146                          STATION RECOVERY (1973)
 PG2146
 PG2146'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2146'STATION WAS NOT RECOVERED IN 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5273 ***********************************************************************
 LX5273  DESIGNATION -  CLINTON
 LX5273  PID         -  LX5273
 LX5273  STATE/COUNTY-  NY/SUFFOLK
 LX5273  USGS QUAD   -  NEW LONDON (1984)
 LX5273
 LX5273                         *CURRENT SURVEY CONTROL
 LX5273  ___________________________________________________________________
 LX5273* NAD 83(1996)-  41 15 22.39815(N)    072 01 18.25518(W)     ADJUSTED  
 LX5273* NAVD 88     -         4.73   (+/-2cm)      15.5    (feet)  VERTCON   
 LX5273  ___________________________________________________________________
 LX5273  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 LX5273  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5273
 LX5273  HORZ ORDER  -  THIRD
 LX5273  VERT ORDER  -  THIRD ? (See Below)
 LX5273
 LX5273.This mark is at Elizabeth Field Airport (0B8)
 LX5273
 LX5273.The horizontal coordinates were established by classical geodetic methods
 LX5273.and adjusted by the National Geodetic Survey in January 1999..
 LX5273
 LX5273.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5273.The vertical order pertains to the NGVD 29 superseded value.
 LX5273
 LX5273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5273
 LX5273.The geoid height was determined by GEOID03.
 LX5273
 LX5273;                    North         East     Units Scale Factor Converg.
 LX5273;SPC NY L     -   122,866.913   465,784.481   MT  1.00001998   +1 17 38.2
 LX5273;SPC NY L     -   403,105.86  1,528,161.25   sFT  1.00001998   +1 17 38.2
 LX5273;SPC CT       -   199,622.283   365,834.173   MT  0.99999480   +0 28 58.4
 LX5273;SPC CT       -   654,927.44  1,200,240.95   sFT  0.99999480   +0 28 58.4
 LX5273;UTM  18      - 4,571,479.226   749,518.789   MT  1.00036630   +1 57 53.9
 LX5273;UTM  19      - 4,571,605.118   246,838.426   MT  1.00038884   -1 59 37.2
 LX5273
 LX5273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5273!SPC NY L     -   1.00000409  x   1.00001998  =   1.00002407
 LX5273!SPC CT       -   1.00000409  x   0.99999480  =   0.99999889
 LX5273!UTM  18      -   1.00000409  x   1.00036630  =   1.00037039
 LX5273!UTM  19      -   1.00000409  x   1.00038884  =   1.00039293
 LX5273
 LX5273|---------------------------------------------------------------------|
 LX5273| PID    Reference Object                     Distance      Geod. Az  |
 LX5273|                                                           dddmmss.s |
 LX5273| LX5336 BC HOPPOCK OFFSET                   181.523 METERS 10718     |
 LX5273| LX5180 SET UP 3                             87.782 METERS 10718     |
 LX5273| LX5190 EAST BASE OFFSET                    253.184 METERS 17145     |
 LX5273| LX5272 H 1 MET STA                          13.367 METERS 18744     |
 LX5273| LX5329 BC CLINTON                           37.184 METERS 22238     |
 LX5273| LX5259 ENGINEERS WEST BASE                 APPROX. 0.8 KM 2235202.6 |
 LX5273| LX5260 G 2                                 APPROX. 0.6 KM 2494347.4 |
 LX5273| LX5386 STAKE 1                              80.221 METERS 27532     |
 LX5273| LX5269 DP CLINTON OFFSET                   115.723 METERS 27532     |
 LX5273|---------------------------------------------------------------------|
 LX5273
 LX5273                          SUPERSEDED SURVEY CONTROL
 LX5273
 LX5273  NAD 83(1996)-  41 15 22.39819(N)    072 01 18.25523(W) AD(       ) 3
 LX5273  NAD 83(1992)-  41 15 22.39689(N)    072 01 18.25450(W) AD(       ) 3
 LX5273  NAD 83(1986)-  41 15 22.39815(N)    072 01 18.25998(W) AD(       ) 3
 LX5273  NAD 27      -  41 15 22.04100(N)    072 01 19.99600(W) AD(       ) 3
 LX5273  NGVD 29 (07/19/86)    5.02   (m)           16.5    (f) LEVELING    3  
 LX5273
 LX5273.Superseded values are not recommended for survey control.
 LX5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5273.See file dsdata.txt to determine how the superseded data were derived.
 LX5273
 LX5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4951971479(NAD 83)
 LX5273_MARKER: DS = TRIANGULATION STATION DISK
 LX5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5273+STABILITY: SURFACE MOTION
 LX5273
 LX5273  HISTORY     - Date     Condition        Report By
 LX5273  HISTORY     - 1940     MONUMENTED       CGS
 LX5273  HISTORY     - 1954     GOOD             CGS
 LX5273
 LX5273                          STATION DESCRIPTION
 LX5273
 LX5273'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5273'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5273'ON FISHERS ISLAND, ON THE HIGHEST KNOLL NEAR THE E END OF THE
 LX5273'RESERVATION, ON THE EARTH MOUND BACK OF THE FIRE CONTROL BUILDING
 LX5273'THAT HOUSES THE MET. STATION, AND ABOUT 50 FT. E OF THE STORM
 LX5273'WARNING TOWER.  IT IS A STANDARD STATION DISK, STAMPED CLINTON
 LX5273'1940 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE POST FLUSH
 LX5273'WITH THE GROUND.
 LX5273'
 LX5273'A 4-FT. STAND WAS USED.
 LX5273
 LX5273                          STATION RECOVERY (1954)
 LX5273
 LX5273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5273'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5273'INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX5273'
 LX5273'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT
 LX5273'ON FISHERS ISLAND, N.Y., NEAR THE E END OF THE RESERVATION,
 LX5273'APPROXIMATELY 80 FT. NE OF THE SKELETON STEEL STORM-WARNING
 LX5273'TOWER, ON THE EARTH EMBANKMENT OF THE N OF A BRICK
 LX5273'SEMI-HEXAGONAL-FRONTED FIRE-CONTROL BUILDING, 20.6 FT. N OF THE
 LX5273'BUILDING, 13.9 FT. SW OF A 14-IN. POLE WITH AN IRON CROSSARM
 LX5273'NEAR THE TOP, AND 3.6 FT. W OF THE W SIDE OF A DILAPIDATED
 LX5273'WOODEN PLATFORM.  A STANDARD DISK, STAMPED CLINTON 1940 AND
 LX5273'SET IN THE TOP OF AN 8- BY 8-IN. CONCRETE POST PROJECTING 3
 LX5273'IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1795 ***********************************************************************
 OF1795  DESIGNATION -  CLINTON 1925
 OF1795  PID         -  OF1795
 OF1795  STATE/COUNTY-  NY/MONROE
 OF1795  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1795
 OF1795                         *CURRENT SURVEY CONTROL
 OF1795  ___________________________________________________________________
 OF1795* NAD 83(1996)-  43 07 32.98341(N)    077 35 33.54320(W)     ADJUSTED  
 OF1795* NAVD 88     -       154.93   (+/-2cm)     508.3    (feet)  VERTCON   
 OF1795  ___________________________________________________________________
 OF1795  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 OF1795  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OF1795
 OF1795  HORZ ORDER  -  SECOND
 OF1795  VERT ORDER  -  THIRD ? (See Below)
 OF1795
 OF1795.The horizontal coordinates were established by classical geodetic methods
 OF1795.and adjusted by the National Geodetic Survey in January 1999..
 OF1795
 OF1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1795.The vertical order pertains to the NGVD 29 superseded value.
 OF1795
 OF1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1795
 OF1795.The geoid height was determined by GEOID03.
 OF1795
 OF1795;                    North         East     Units Scale Factor Converg.
 OF1795;SPC NY W     -   347,624.403   430,611.402   MT  1.00001741   +0 40 38.2
 OF1795;SPC NY W     - 1,140,497.73  1,412,764.24   sFT  1.00001741   +0 40 38.2
 OF1795;UTM  18      - 4,778,051.018   289,104.209   MT  1.00014717   -1 46 22.8
 OF1795
 OF1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1795!SPC NY W     -   0.99998127  x   1.00001741  =   0.99999868
 OF1795!UTM  18      -   0.99998127  x   1.00014717  =   1.00012843
 OF1795
 OF1795|---------------------------------------------------------------------|
 OF1795| PID    Reference Object                     Distance      Geod. Az  |
 OF1795|                                                           dddmmss.s |
 OF1795| OF1884 ORCHARD MCGS 1969                   380.353 METERS 09218     |
 OF1795|---------------------------------------------------------------------|
 OF1795
 OF1795                          SUPERSEDED SURVEY CONTROL
 OF1795
 OF1795  NAD 83(1986)-  43 07 32.99220(N)    077 35 33.54153(W) AD(       ) 2
 OF1795  NAD 27      -  43 07 32.76900(N)    077 35 34.54100(W) AD(       ) 2
 OF1795  NGVD 29 (07/19/86)  155.11   (m)          508.9    (f) LEVELING    3  
 OF1795
 OF1795.Superseded values are not recommended for survey control.
 OF1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1795.See file dsdata.txt to determine how the superseded data were derived.
 OF1795
 OF1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8910478051(NAD 83)
 OF1795_MARKER: DD = SURVEY DISK
 OF1795_SETTING: 0 = UNSPECIFIED SETTING
 OF1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1795
 OF1795  HISTORY     - Date     Condition        Report By
 OF1795  HISTORY     - 1925     MONUMENTED       CGS
 OF1795  HISTORY     - 1969     GOOD             CGS
 OF1795  HISTORY     - 1977     GOOD             NY-055
 OF1795  HISTORY     - 1990     POOR             USPSQD
 OF1795  HISTORY     - 19950415 GOOD             USPSQD
 OF1795
 OF1795                          STATION DESCRIPTION
 OF1795
 OF1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1795'IN THE TOWN OF BRIGHTON, ABOUT 25 METERS NORTH OF THE CENTER
 OF1795'LINE OF ELMWOOD AVENUE AND ABOUT 8 METERS EAST OF THE CENTER
 OF1795'LINE OF CLINTON AVENUE.  IT IS 15.75 METERS NORTHEAST OF A FENCE
 OF1795'ALONG THE WEST SIDE OF CLINTON AVENUE, 27.70 METERS NORTHEAST OF
 OF1795'THE SOUTHEAST CORNER OF A 2- BY 2-FOOT CONCRETE POST LOCATED AT THE
 OF1795'NORTHWEST CORNER OF ELMWOOD AND CLINTON AVENUES, 3.84 METERS
 OF1795'NORTHEAST OF A TELEPHONE POLE ON THE EAST SIDE OF CLINTON
 OF1795'AVENUE, 8.51 METERS SOUTH OF AN 8-INCH ELM TREE AND 8.41 METERS
 OF1795'NORTH OF A 4-INCH ELM TREE, BOTH TREES ARE ON THE EAST SIDE OF
 OF1795'CLINTON AVENUE.  THE MARK HAS NO COVER AND IS LEVEL WITH THE SURFACE
 OF1795'OF THE GROUND.
 OF1795
 OF1795                          STATION RECOVERY (1969)
 OF1795
 OF1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF1795'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1795'
 OF1795'IN BRIGHTON ALONG ELMWOOD AVENUE AT INTERSECTION OF ELMWOOD AND
 OF1795'CLINTON AVENUE.
 OF1795'
 OF1795'0.7 MILE SOUTHWEST OF STATION PINNACLE.
 OF1795'
 OF1795'76.8 FEET NORTH OF THE CENTER LINE OF ELMWOOD AVENUE.
 OF1795'
 OF1795'26.7 FEET EAST OF THE CENTERLINE OF CLINTON AVENUE.
 OF1795'
 OF1795'14.4 FEET SOUTH OF RTC POLE NO. 28.
 OF1795'
 OF1795'10.7 FEET NORTH OF POLE RG AND E 73 A.
 OF1795'
 OF1795'STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 OF1795'STANDARD DISK IN CONCRETE IN GALVANIZED IRON PIPE LEVEL WITH GROUND.
 OF1795
 OF1795                          STATION RECOVERY (1977)
 OF1795
 OF1795'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1795'RECOVERED IN GOOD CONDITION.
 OF1795
 OF1795                          STATION RECOVERY (1990)
 OF1795
 OF1795'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLS)
 OF1795'MARK RECOVERED IN POOR CONDITION.
 OF1795
 OF1795                          STATION RECOVERY (1995)
 OF1795
 OF1795'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1895 ***********************************************************************
 OE1895  DESIGNATION -  CLINTON HAMILTON COLL CHAPEL
 OE1895  PID         -  OE1895
 OE1895  STATE/COUNTY-  NY/ONEIDA
 OE1895  USGS QUAD   -  CLINTON (1955)
 OE1895
 OE1895                         *CURRENT SURVEY CONTROL
 OE1895  ___________________________________________________________________
 OE1895* NAD 83(1996)-  43 03 07.10710(N)    075 24 20.00585(W)     ADJUSTED  
 OE1895* NAVD 88     -                                                        
 OE1895  ___________________________________________________________________
 OE1895  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 OE1895  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 OE1895
 OE1895  HORZ ORDER  -  THIRD
 OE1895
 OE1895.The horizontal coordinates were established by classical geodetic methods
 OE1895.and adjusted by the National Geodetic Survey in January 1999..
 OE1895
 OE1895
 OE1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1895
 OE1895.The geoid height was determined by GEOID03.
 OE1895
 OE1895;                    North         East     Units Scale Factor Converg.
 OE1895;SPC NY C     -   339,616.928   345,950.496   MT  1.00005072   +0 48 14.7
 OE1895;SPC NY C     - 1,114,226.54  1,135,005.92   sFT  1.00005072   +0 48 14.7
 OE1895;UTM  18      - 4,766,666.267   466,971.559   MT  0.99961342   -0 16 36.7
 OE1895
 OE1895                          SUPERSEDED SURVEY CONTROL
 OE1895
 OE1895  NAD 83(1986)-  43 03 07.11153(N)    075 24 20.00483(W) AD(       ) 4
 OE1895  NAD 27      -  43 03 06.86300(N)    075 24 21.39000(W) AD(       ) 3
 OE1895
 OE1895.Superseded values are not recommended for survey control.
 OE1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1895.See file dsdata.txt to determine how the superseded data were derived.
 OE1895
 OE1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN6697266666(NAD 83)
 OE1895
 OE1895  HISTORY     - Date     Condition        Report By
 OE1895  HISTORY     - 1942     MONUMENTED       CGS
 OE1895  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OE1895  HISTORY     - 1990     GOOD             USPSQD
 OE1895
 OE1895                          STATION DESCRIPTION
 OE1895
 OE1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1895'THIS INTERSECTION STATION IS SPIRE ON THE CHAPEL OF
 OE1895'HAMILTON COLLEGE.  STATION IS LOCATED ABOUT 7 MILES W OF UTICA
 OE1895'AND 10 MILES S OF ROME.  STATION IS A TALL WHITE SPIRE WITH A
 OE1895'SMALL GILDED DOME ON TOP.  POINT OBSERVED ON WAS THE FINIAL.
 OE1895
 OE1895                          STATION RECOVERY (1962)
 OE1895
 OE1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ETO)
 OE1895'STATION RECOVERED AS DESCRIBED, PREVIOUS DESCRIPTION IS ADEQUATE.
 OE1895
 OE1895                          STATION RECOVERY (1990)
 OE1895
 OE1895'RECOVERY NOTE BY US POWER SQUADRON 1990 (JZ)
 OE1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1848 ***********************************************************************
 PG1848  DESIGNATION -  CLINTON PARK USLS 1928
 PG1848  PID         -  PG1848
 PG1848  STATE/COUNTY-  NY/CLINTON
 PG1848  USGS QUAD   -  PLATTSBURGH (1966)
 PG1848
 PG1848                         *CURRENT SURVEY CONTROL
 PG1848  ___________________________________________________________________
 PG1848* NAD 83(1996)-  44 39 41.21387(N)    073 26 24.55644(W)     ADJUSTED  
 PG1848* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG1848  ___________________________________________________________________
 PG1848  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 PG1848  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 PG1848
 PG1848  HORZ ORDER  -  THIRD
 PG1848
 PG1848.The horizontal coordinates were established by classical geodetic methods
 PG1848.and adjusted by the National Geodetic Survey in January 1999..
 PG1848
 PG1848.The orthometric height was scaled from a topographic map.
 PG1848
 PG1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1848
 PG1848.The geoid height was determined by GEOID03.
 PG1848
 PG1848;                    North         East     Units Scale Factor Converg.
 PG1848;SPC NY E     -   647,801.687   234,047.763   MT  0.99998684   +0 44 42.1
 PG1848;SPC NY E     - 2,125,329.37    767,871.70   sFT  0.99998684   +0 44 42.1
 PG1848;SPC VT       -   240,567.131   425,439.170   MT  1.00003262   -0 39 39.2
 PG1848;UTM  18      - 4,946,526.091   623,661.712   MT  0.99978805   +1 05 47.7
 PG1848
 PG1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1848!SPC NY E     -   0.99999987  x   0.99998684  =   0.99998671
 PG1848!SPC VT       -   0.99999987  x   1.00003262  =   1.00003249
 PG1848!UTM  18      -   0.99999987  x   0.99978805  =   0.99978792
 PG1848
 PG1848:                Primary Azimuth Mark                     Grid Az
 PG1848:SPC NY E     -  BREAKWALL USLS 1928                      004 13 51.0
 PG1848:SPC VT       -  BREAKWALL USLS 1928                      005 38 12.3
 PG1848:UTM  18      -  BREAKWALL USLS 1928                      003 52 45.4
 PG1848
 PG1848|---------------------------------------------------------------------|
 PG1848| PID    Reference Object                     Distance      Geod. Az  |
 PG1848|                                                           dddmmss.s |
 PG1848| PG1835 BREAKWALL USLS 1928                 APPROX. 3.8 KM 0045833.1 |
 PG1848|---------------------------------------------------------------------|
 PG1848
 PG1848                          SUPERSEDED SURVEY CONTROL
 PG1848
 PG1848  NAD 83(1996)-  44 39 41.21420(N)    073 26 24.55661(W) AD(       ) 3
 PG1848  NAD 83(1992)-  44 39 41.21512(N)    073 26 24.55676(W) AD(       ) 3
 PG1848  NAD 83(1986)-  44 39 41.22104(N)    073 26 24.55755(W) AD(       ) 3
 PG1848  NAD 27      -  44 39 41.05700(N)    073 26 26.07600(W) AD(       ) 3
 PG1848
 PG1848.Superseded values are not recommended for survey control.
 PG1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1848.See file dsdata.txt to determine how the superseded data were derived.
 PG1848
 PG1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2366246526(NAD 83)
 PG1848_MARKER: X = CHISELED CROSS
 PG1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1848_SP_SET: STONE BLOCK IN CONCRETE
 PG1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1848
 PG1848  HISTORY     - Date     Condition        Report By
 PG1848  HISTORY     - 1928     MONUMENTED       USLS
 PG1848  HISTORY     - 1963     MARK NOT FOUND   LOCSUR
 PG1848
 PG1848                          STATION DESCRIPTION
 PG1848
 PG1848'DESCRIBED BY US LAKE SURVEY 1928
 PG1848'STATION IS ABOUT 2-1/4 MILES S OF THE BREAKWATER AT PLATTSBURGH, DUE
 PG1848'W OF CRAB ISLAND, AND ABOUT 325 FEET S OF A LARGE ROCK CRIB DOCK.
 PG1848'IT IS ON TOP AND 9 FEET FROM THE EDGE OF THE BANK AND ABOUT 75 FEET
 PG1848'E OF A WIRE FENCE LINE.  IT IS 16-1/2 FEET ABOVE LOW WATER (STANDARD
 PG1848'LAKE DATUM).
 PG1848'
 PG1848'STATION MARK IS A CROSS CUT IN THE TOP OF A STONE BLOCK WHOSE BASE
 PG1848'IS SET IN CONCRETE AND ITS TOP 6 INCHES BELOW GROUND.
 PG1848'
 PG1848'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS.
 PG1848'REFERENCE MARK 1 IS SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE
 PG1848'THE GROUND AND 12 FEET FROM THE EDGE OF THE BANK.
 PG1848'
 PG1848'REFERENCE MARK 2 IS SET IN A BOULDER AT THE BASE OF THE BANK AND
 PG1848'REFERENCE MARK 3 IS SET IN A 1-FOOT SQUARE ROCK FLUSH WITH THE
 PG1848'GROUND.  R.M. 2 BOULDER IS 5 BY 4-1/2 FEET BY 4 FEET HIGH.
 PG1848
 PG1848                          STATION RECOVERY (1963)
 PG1848
 PG1848'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 PG1848'REPORTED BY LEWIS-DICKERSON ASSOC.
 PG1848'
 PG1848'STATION MARK WAS NOT RECOVERED.
 PG1848'
 PG1848'FROM RM 2 THE STATION APPEARED TO BE IN A ROCK GARDEN.  THERE IS
 PG1848'HEAVY TREE GROWTH AT EDGE OF BANK.  DUE TO FROZEN GROUND AND
 PG1848'INCOMPLETE TIE INFORMATION, THE STATION WAS NOT LOOKED FOR FURTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2431 ***********************************************************************
 LY2431  DESIGNATION -  CLINTONDALE FRUIT GROWERS TANK
 LY2431  PID         -  LY2431
 LY2431  STATE/COUNTY-  NY/ULSTER
 LY2431  USGS QUAD   -  CLINTONDALE (1957)
 LY2431
 LY2431                         *CURRENT SURVEY CONTROL
 LY2431  ___________________________________________________________________
 LY2431* NAD 83(1996)-  41 42 56.56411(N)    074 03 40.28041(W)     ADJUSTED  
 LY2431* NAVD 88     -                                                        
 LY2431  ___________________________________________________________________
 LY2431  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LY2431  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY2431
 LY2431  HORZ ORDER  -  THIRD
 LY2431
 LY2431.The horizontal coordinates were established by classical geodetic methods
 LY2431.and adjusted by the National Geodetic Survey in January 1999..
 LY2431
 LY2431
 LY2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2431
 LY2431.The geoid height was determined by GEOID03.
 LY2431
 LY2431;                    North         East     Units Scale Factor Converg.
 LY2431;SPC NY E     -   320,120.259   186,513.585   MT  0.99991640   +0 17 31.2
 LY2431;SPC NY E     - 1,050,261.22    611,919.99   sFT  0.99991640   +0 17 31.2
 LY2431;UTM  18      - 4,618,638.639   578,095.604   MT  0.99967505   +0 37 29.1
 LY2431
 LY2431                          SUPERSEDED SURVEY CONTROL
 LY2431
 LY2431  NAD 83(1986)-  41 42 56.56656(N)    074 03 40.28176(W) AD(       ) 4
 LY2431  NAD 27      -  41 42 56.23100(N)    074 03 41.76800(W) AD(       ) 3
 LY2431
 LY2431.Superseded values are not recommended for survey control.
 LY2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2431.See file dsdata.txt to determine how the superseded data were derived.
 LY2431
 LY2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM7809618639(NAD 83)
 LY2431
 LY2431  HISTORY     - Date     Condition        Report By
 LY2431  HISTORY     - 1942     MONUMENTED       CGS
 LY2431  HISTORY     - 1963     SEE DESCRIPTION  LDA
 LY2431
 LY2431                          STATION DESCRIPTION
 LY2431
 LY2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2431'THIS INTERSECTION STATION IS THE TANK AT THE FRUIT GROWERS
 LY2431'CO-OPERATIVE INC. STORAGE PLANT WHICH IS ABOUT 2 MILES NW OF THE
 LY2431'TOWN OF CLINTONDALE.  IT IS A STEEL BOWL SUPPORTED ATOP A
 LY2431'FOUR-LEGGED STEEL STRUCTURE, AN OVERALL HEIGHT OF 130 FEET.  IT
 LY2431'IS PAINTED SILVER.  THE APEX OF THE ROOF WAS THE POINT OBSERVED
 LY2431'ON.
 LY2431
 LY2431                          STATION RECOVERY (1963)
 LY2431
 LY2431'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 LY2431'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2056 ***********************************************************************
 NB2056  DESIGNATION -  CLM CARROLL
 NB2056  PID         -  NB2056
 NB2056  STATE/COUNTY-  NY/LIVINGSTON
 NB2056  USGS QUAD   -  CALEDONIA (1976)
 NB2056
 NB2056                         *CURRENT SURVEY CONTROL
 NB2056  ___________________________________________________________________
 NB2056* NAD 83(1996)-  42 59 17.51230(N)    077 47 30.26704(W)     ADJUSTED  
 NB2056* NAVD 88     -       185.6    (meters)     609.     (feet)  VERTCON   
 NB2056  ___________________________________________________________________
 NB2056  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 NB2056  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NB2056
 NB2056  HORZ ORDER  -  SECOND
 NB2056
 NB2056.The horizontal coordinates were established by classical geodetic methods
 NB2056.and adjusted by the National Geodetic Survey in January 1999..
 NB2056
 NB2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2056
 NB2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2056
 NB2056.The geoid height was determined by GEOID03.
 NB2056
 NB2056;                    North         East     Units Scale Factor Converg.
 NB2056;SPC NY W     -   332,163.059   414,555.683   MT  0.99998875   +0 32 23.2
 NB2056;SPC NY W     - 1,089,771.64  1,360,088.10   sFT  0.99998875   +0 32 23.2
 NB2056;UTM  18      - 4,763,286.539   272,399.797   MT  1.00023732   -1 54 15.7
 NB2056
 NB2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2056!SPC NY W     -   0.99997635  x   0.99998875  =   0.99996510
 NB2056!UTM  18      -   0.99997635  x   1.00023732  =   1.00021366
 NB2056
 NB2056                          SUPERSEDED SURVEY CONTROL
 NB2056
 NB2056  NAD 83(1986)-  42 59 17.51931(N)    077 47 30.26460(W) AD(       ) 2
 NB2056  NAD 27      -  42 59 17.29529(N)    077 47 31.24299(W) AD(       ) 2
 NB2056  NGVD 29 (07/19/86)  185.8    (m)          610.     (f) VERT ANG       
 NB2056
 NB2056.Superseded values are not recommended for survey control.
 NB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2056.See file dsdata.txt to determine how the superseded data were derived.
 NB2056
 NB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7240063287(NAD 83)
 NB2056_MARKER: V = STONE MONUMENT
 NB2056_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2056_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2056
 NB2056  HISTORY     - Date     Condition        Report By
 NB2056  HISTORY     - 1977     MONUMENTED       NY-055
 NB2056  HISTORY     - 19910714 GOOD             USPSQD
 NB2056
 NB2056                          STATION DESCRIPTION
 NB2056
 NB2056'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2056'IN THE TOWN OF WHEATLAND ON THE W SIDE OF UNION ST 0.13 MILE S OF
 NB2056'SOUTH RD, 15.8 FT W OF CL OF PVMT AND 0.5 FT E OF A MONROE COUNTY
 NB2056'WITNESS POST.  STATION IS A LIMESTONE POST 0.94 FT ABOVE GRADE.
 NB2056
 NB2056                          STATION RECOVERY (1991)
 NB2056
 NB2056'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2096 ***********************************************************************
 NB2096  DESIGNATION -  CLM CORNELL
 NB2096  PID         -  NB2096
 NB2096  STATE/COUNTY-  NY/LIVINGSTON
 NB2096  USGS QUAD   -  LE ROY (1976)
 NB2096
 NB2096                         *CURRENT SURVEY CONTROL
 NB2096  ___________________________________________________________________
 NB2096* NAD 83(1996)-  42 59 15.15368(N)    077 54 35.26859(W)     ADJUSTED  
 NB2096* NAVD 88     -       223.7    (meters)     734.     (feet)  VERTCON   
 NB2096  ___________________________________________________________________
 NB2096  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 NB2096  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NB2096
 NB2096  HORZ ORDER  -  SECOND
 NB2096
 NB2096.The horizontal coordinates were established by classical geodetic methods
 NB2096.and adjusted by the National Geodetic Survey in January 1999..
 NB2096
 NB2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2096
 NB2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2096
 NB2096.The geoid height was determined by GEOID03.
 NB2096
 NB2096;                    North         East     Units Scale Factor Converg.
 NB2096;SPC NY W     -   332,006.341   404,928.570   MT  0.99997460   +0 27 33.3
 NB2096;SPC NY W     - 1,089,257.47  1,328,503.15   sFT  0.99997460   +0 27 33.3
 NB2096;UTM  18      - 4,763,540.589   262,772.033   MT  1.00029238   -1 59 05.8
 NB2096
 NB2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2096!SPC NY W     -   0.99997035  x   0.99997460  =   0.99994495
 NB2096!UTM  18      -   0.99997035  x   1.00029238  =   1.00026272
 NB2096
 NB2096                          SUPERSEDED SURVEY CONTROL
 NB2096
 NB2096  NAD 83(1986)-  42 59 15.16066(N)    077 54 35.26620(W) AD(       ) 2
 NB2096  NAD 27      -  42 59 14.93828(N)    077 54 36.22966(W) AD(       ) 2
 NB2096  NGVD 29 (07/19/86)  223.9    (m)          735.     (f) VERT ANG       
 NB2096
 NB2096.Superseded values are not recommended for survey control.
 NB2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2096.See file dsdata.txt to determine how the superseded data were derived.
 NB2096
 NB2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6277263541(NAD 83)
 NB2096_MARKER: V = STONE MONUMENT
 NB2096_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2096_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2096
 NB2096  HISTORY     - Date     Condition        Report By
 NB2096  HISTORY     - 1977     MONUMENTED       NY-055
 NB2096
 NB2096                          STATION DESCRIPTION
 NB2096
 NB2096'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2096'IN THE TOWN OF WHEATLAND ABOUT 00.5 MI S OF FLINT HILL ROAD AND ABOUT
 NB2096'0.5 MI W OF LIMEROCK ROAD ALONG THE NIAGARA MOHAWK ROW.  STATION IS ON
 NB2096'THE W SIDE OF AND ADJACENT TO A STONE FENCE.  IT IS 28.8 FT N OF N
 NB2096'LINE OF NM POLES AND 74.6 FT N OF S LINE OF NM POLES, 73.4 FT SW OF A
 NB2096'7 IN TREE WHICH IS IN THE W END OF AN E-W STONE FENCE, 2.4 FT SE OF A
 NB2096'MONROE COUNTY WITNESS SIGN AND 0.6 FT E OF ANOTHER MONROE COUNTY
 NB2096'WITNESS SIGN.  STATION IS A LIMESTONE POST WITH MASONRY NAIL DRIVEN
 NB2096'INTO ITS CENTER AND STANDING ONE FOOT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2087 ***********************************************************************
 NB2087  DESIGNATION -  CLM CUSHING
 NB2087  PID         -  NB2087
 NB2087  STATE/COUNTY-  NY/LIVINGSTON
 NB2087  USGS QUAD   -  LE ROY (1976)
 NB2087
 NB2087                         *CURRENT SURVEY CONTROL
 NB2087  ___________________________________________________________________
 NB2087* NAD 83(1996)-  42 59 15.38305(N)    077 54 01.11463(W)     ADJUSTED  
 NB2087* NAVD 88     -       225.0    (meters)     738.     (feet)  VERTCON   
 NB2087  ___________________________________________________________________
 NB2087  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 NB2087  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NB2087
 NB2087  HORZ ORDER  -  SECOND
 NB2087
 NB2087.The horizontal coordinates were established by classical geodetic methods
 NB2087.and adjusted by the National Geodetic Survey in January 1999..
 NB2087
 NB2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2087
 NB2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2087
 NB2087.The geoid height was determined by GEOID03.
 NB2087
 NB2087;                    North         East     Units Scale Factor Converg.
 NB2087;SPC NY W     -   332,019.664   405,702.221   MT  0.99997566   +0 27 56.6
 NB2087;SPC NY W     - 1,089,301.18  1,331,041.37   sFT  0.99997566   +0 27 56.6
 NB2087;UTM  18      - 4,763,520.901   263,545.792   MT  1.00028787   -1 58 42.5
 NB2087
 NB2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2087!SPC NY W     -   0.99997015  x   0.99997566  =   0.99994581
 NB2087!UTM  18      -   0.99997015  x   1.00028787  =   1.00025801
 NB2087
 NB2087|---------------------------------------------------------------------|
 NB2087| PID    Reference Object                     Distance      Geod. Az  |
 NB2087|                                                           dddmmss.s |
 NB2087| NB2086 IP 12                               223.683 METERS 03323     |
 NB2087| NB2093 TP 4                                APPROX. 0.6 KM 2652433.2 |
 NB2087|---------------------------------------------------------------------|
 NB2087
 NB2087                          SUPERSEDED SURVEY CONTROL
 NB2087
 NB2087  NAD 83(1986)-  42 59 15.38992(N)    077 54 01.11223(W) AD(       ) 2
 NB2087  NAD 27      -  42 59 15.16755(N)    077 54 02.07685(W) AD(       ) 2
 NB2087  NGVD 29 (07/19/86)  225.2    (m)          739.     (f) VERT ANG       
 NB2087
 NB2087.Superseded values are not recommended for survey control.
 NB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2087.See file dsdata.txt to determine how the superseded data were derived.
 NB2087
 NB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6354663521(NAD 83)
 NB2087_MARKER: V = STONE MONUMENT
 NB2087_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2087_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2087
 NB2087  HISTORY     - Date     Condition        Report By
 NB2087  HISTORY     - 1977     MONUMENTED       NY-055
 NB2087
 NB2087                          STATION DESCRIPTION
 NB2087
 NB2087'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2087'IN THE TOWN OF WHEATLAND 25.4 FT SE OF CL LIME ROCK RD AND 0.78 MI SW
 NB2087'OF FLINT HILL RD.  58.3 N OF UTILITY POLE NM 168 BAT GOLAH 117, 102.5
 NB2087'FT E OF UTILITY POLE NM LINE 303 101, 5.6 FT NW OF C OF A STONE WALL
 NB2087'WHICH IS ON THE S SIDE OF A GRAVELED PRIVATE DRIVE, 23.4 FT SW OF THE
 NB2087'TOP CENTER OF A LARGE BOULDER IN THE SW END OF A STONE FENCE ON THE N
 NB2087'SIDE OF THE PRIVATE DRIVE.  STATION IS A FRACTURED LIMESTONE COLUMN
 NB2087'BROKEN OFF 1/2 FT BELOW GRADE, THE TOP OF WHICH WAS FOUND IN THE DITCH
 NB2087'BY JOHN S MACLEOD, PLS AND WHICH HAS AN M CHISELED ON NTH SIDE AND AN
 NB2087'L CHISELED ON THE SOUTH.  STATION IS A FRACTURED LIMESTONE COLUMN AND
 NB2087'IS A COUNTY LINE MONUMENT SET IN 1859
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2006 ***********************************************************************
 NB2006  DESIGNATION -  CLM FITCH
 NB2006  PID         -  NB2006
 NB2006  STATE/COUNTY-  NY/MONROE
 NB2006  USGS QUAD   -  RUSH (1976)
 NB2006
 NB2006                         *CURRENT SURVEY CONTROL
 NB2006  ___________________________________________________________________
 NB2006* NAD 83(1996)-  42 59 18.42369(N)    077 43 52.09463(W)     ADJUSTED  
 NB2006* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 NB2006  ___________________________________________________________________
 NB2006  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 NB2006  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NB2006
 NB2006  HORZ ORDER  -  SECOND
 NB2006
 NB2006.The horizontal coordinates were established by classical geodetic methods
 NB2006.and adjusted by the National Geodetic Survey in January 1999..
 NB2006
 NB2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2006
 NB2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2006
 NB2006.The geoid height was determined by GEOID03.
 NB2006
 NB2006;                    North         East     Units Scale Factor Converg.
 NB2006;SPC NY W     -   332,239.526   419,497.735   MT  0.99999690   +0 34 51.9
 NB2006;SPC NY W     - 1,090,022.51  1,376,302.15   sFT  0.99999690   +0 34 51.9
 NB2006;UTM  18      - 4,763,152.153   277,341.754   MT  1.00020994   -1 51 46.8
 NB2006
 NB2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2006!SPC NY W     -   0.99998014  x   0.99999690  =   0.99997704
 NB2006!UTM  18      -   0.99998014  x   1.00020994  =   1.00019008
 NB2006
 NB2006|---------------------------------------------------------------------|
 NB2006| PID    Reference Object                     Distance      Geod. Az  |
 NB2006|                                                           dddmmss.s |
 NB2006| NB2007 REBAR 2                             162.018 METERS 26941     |
 NB2006| NB2008 4925                                401.246 METERS 3143407.9 |
 NB2006|---------------------------------------------------------------------|
 NB2006
 NB2006                          SUPERSEDED SURVEY CONTROL
 NB2006
 NB2006  NAD 83(1986)-  42 59 18.43064(N)    077 43 52.09179(W) AD(       ) 2
 NB2006  NAD 27      -  42 59 18.20417(N)    077 43 53.07851(W) AD(       ) 2
 NB2006  NGVD 29 (07/19/86)  161.7    (m)          531.     (f) VERT ANG       
 NB2006
 NB2006.Superseded values are not recommended for survey control.
 NB2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2006.See file dsdata.txt to determine how the superseded data were derived.
 NB2006
 NB2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7734263152(NAD 83)
 NB2006_MARKER: V = STONE MONUMENT
 NB2006_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2006_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2006
 NB2006  HISTORY     - Date     Condition        Report By
 NB2006  HISTORY     - 1977     MONUMENTED       NY-055
 NB2006
 NB2006                          STATION DESCRIPTION
 NB2006
 NB2006'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2006'IN THE TOWN OF WHEATLAND ON THE W BANK OF THE GENESEE RIVER.  STATION
 NB2006'IS 1.25 MI S ALONG THE ABANDONED ROW OF THE PENNSYLVANIA  RR FROM
 NB2006'QUAKER RD RTE 251, ABOUT 400 FT E OF RR ROW AND 30 FT W OF TOP OF BANK
 NB2006'5 FT SE AND 2.8 FT NW OF MONROE COUNTY WITNESS POSTS.  STATION IS A
 NB2006'FRACTURED LIMESTONE POST BROKEN OFF ABOUT 1.8 FT BELOW GRADE AND IN A
 NB2006'CAST IRON FRAME AND COVER WHICH IS AT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2011 ***********************************************************************
 NB2011  DESIGNATION -  CLM KEEFE
 NB2011  PID         -  NB2011
 NB2011  STATE/COUNTY-  NY/MONROE
 NB2011  USGS QUAD   -  RUSH (1976)
 NB2011
 NB2011                         *CURRENT SURVEY CONTROL
 NB2011  ___________________________________________________________________
 NB2011* NAD 83(1996)-  42 59 18.25294(N)    077 44 34.99494(W)     ADJUSTED  
 NB2011* NAVD 88     -       175.4    (meters)     575.     (feet)  VERTCON   
 NB2011  ___________________________________________________________________
 NB2011  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 NB2011  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NB2011
 NB2011  HORZ ORDER  -  SECOND
 NB2011
 NB2011.The horizontal coordinates were established by classical geodetic methods
 NB2011.and adjusted by the National Geodetic Survey in January 1999..
 NB2011
 NB2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2011
 NB2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2011
 NB2011.The geoid height was determined by GEOID03.
 NB2011
 NB2011;                    North         East     Units Scale Factor Converg.
 NB2011;SPC NY W     -   332,224.469   418,525.956   MT  0.99999525   +0 34 22.7
 NB2011;SPC NY W     - 1,089,973.11  1,373,113.91   sFT  0.99999525   +0 34 22.7
 NB2011;UTM  18      - 4,763,178.557   276,370.006   MT  1.00021527   -1 52 16.1
 NB2011
 NB2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2011!SPC NY W     -   0.99997796  x   0.99999525  =   0.99997321
 NB2011!UTM  18      -   0.99997796  x   1.00021527  =   1.00019322
 NB2011
 NB2011:                Primary Azimuth Mark                     Grid Az
 NB2011:SPC NY W     -  NEW YORK ST A I SCH STANDPIPE            066 55 03.6
 NB2011:UTM  18      -  NEW YORK ST A I SCH STANDPIPE            069 21 42.4
 NB2011
 NB2011|---------------------------------------------------------------------|
 NB2011| PID    Reference Object                     Distance      Geod. Az  |
 NB2011|                                                           dddmmss.s |
 NB2011| NB1999 NEW YORK ST A I SCH STANDPIPE       APPROX. 2.8 KM 0672926.3 |
 NB2011| NB1998 777 MCGS 1969                        84.657 METERS 18338     |
 NB2011|---------------------------------------------------------------------|
 NB2011
 NB2011                          SUPERSEDED SURVEY CONTROL
 NB2011
 NB2011  NAD 83(1986)-  42 59 18.25982(N)    077 44 34.99241(W) AD(       ) 2
 NB2011  NAD 27      -  42 59 18.03385(N)    077 44 35.97620(W) AD(       ) 2
 NB2011  NGVD 29 (07/19/86)  175.6    (m)          576.     (f) VERT ANG       
 NB2011
 NB2011.Superseded values are not recommended for survey control.
 NB2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2011.See file dsdata.txt to determine how the superseded data were derived.
 NB2011
 NB2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7637063179(NAD 83)
 NB2011_MARKER: V = STONE MONUMENT
 NB2011_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2011_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2011_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2011
 NB2011  HISTORY     - Date     Condition        Report By
 NB2011  HISTORY     - 1977     MONUMENTED       NY-055
 NB2011
 NB2011                          STATION DESCRIPTION
 NB2011
 NB2011'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2011'IN THE TOWN OF WHEATLAND 30.8 FT E OF THE CL OF W RIVER ROAD AND 0.05
 NB2011'MI S OF SOUTH ROAD, 50.7 FT S OF S RANGELINE OF ATTACHED GARAGE HOUSE
 NB2011'NO 5170, 2.5 FT E OF COUNTY LINE SIGN POST, 1.5 FT NW OF CONC STATION
 NB2011'MARKER 112, 31.7 FT NNE OF UTILITY POLE TD 242 143.  STATION IS A
 NB2011'STONE COUNTY LINE MONUMENT SET IN 1859 AND IS 0.8 FT ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2071 ***********************************************************************
 NB2071  DESIGNATION -  CLM MCCLINTOCK
 NB2071  PID         -  NB2071
 NB2071  STATE/COUNTY-  NY/MONROE
 NB2071  USGS QUAD   -  CALEDONIA (1976)
 NB2071
 NB2071                         *CURRENT SURVEY CONTROL
 NB2071  ___________________________________________________________________
 NB2071* NAD 83(1996)-  42 59 16.99172(N)    077 49 28.91267(W)     ADJUSTED  
 NB2071* NAVD 88     -       187.1    (meters)     614.     (feet)  VERTCON   
 NB2071  ___________________________________________________________________
 NB2071  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 NB2071  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NB2071
 NB2071  HORZ ORDER  -  SECOND
 NB2071
 NB2071.The horizontal coordinates were established by classical geodetic methods
 NB2071.and adjusted by the National Geodetic Survey in January 1999..
 NB2071
 NB2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2071
 NB2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2071
 NB2071.The geoid height was determined by GEOID03.
 NB2071
 NB2071;                    North         East     Units Scale Factor Converg.
 NB2071;SPC NY W     -   332,122.201   411,868.109   MT  0.99998457   +0 31 02.2
 NB2071;SPC NY W     - 1,089,637.59  1,351,270.62   sFT  0.99998457   +0 31 02.2
 NB2071;UTM  18      - 4,763,360.350   269,712.231   MT  1.00025246   -1 55 36.7
 NB2071
 NB2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2071!SPC NY W     -   0.99997610  x   0.99998457  =   0.99996067
 NB2071!UTM  18      -   0.99997610  x   1.00025246  =   1.00022856
 NB2071
 NB2071                          SUPERSEDED SURVEY CONTROL
 NB2071
 NB2071  NAD 83(1986)-  42 59 16.99867(N)    077 49 28.91020(W) AD(       ) 2
 NB2071  NAD 27      -  42 59 16.77473(N)    077 49 29.88654(W) AD(       ) 2
 NB2071  NGVD 29 (07/19/86)  187.3    (m)          615.     (f) VERT ANG       
 NB2071
 NB2071.Superseded values are not recommended for survey control.
 NB2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2071.See file dsdata.txt to determine how the superseded data were derived.
 NB2071
 NB2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6971263360(NAD 83)
 NB2071_MARKER: N = NAIL
 NB2071_SETTING: 0 = UNSPECIFIED SETTING
 NB2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2071
 NB2071  HISTORY     - Date     Condition        Report By
 NB2071  HISTORY     - 1977     MONUMENTED       NY-055
 NB2071  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 NB2071
 NB2071                          STATION DESCRIPTION
 NB2071
 NB2071'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2071'IN THE TOWN OF WHEATLAND ABOUT 23 FT NW OF THE CL OF WHEATLAND CTR RD
 NB2071'AND 0.2 MI S OF SOUTH ROAD, 51.9 FT SE OF SW COR OF PORCH, HOUSE NO
 NB2071'2125, 23.6 S OF A NAIL AND CAP IN A 30 IN BOX ELDER, 20.5 FT SW OF
 NB2071'UTILITY POLE TD 310 RTC 83, AND 5.5 FT W OF STATION 784 NYGS 1937.
 NB2071'STATION IS A FRACTURED LIMESTONE COLUMN BROKEN OFF 2.5 FT BELOW GRADE.
 NB2071'LOCATION AS PER CALLS IN RECORDS OF 1937.  STATION IS A COUNTY LINE
 NB2071'MONUMENT SET IN 1859.
 NB2071
 NB2071                          STATION RECOVERY (1996)
 NB2071
 NB2071'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2054 ***********************************************************************
 NB2054  DESIGNATION -  CLM OBERLIES
 NB2054  PID         -  NB2054
 NB2054  STATE/COUNTY-  NY/LIVINGSTON
 NB2054  USGS QUAD   -  CALEDONIA (1976)
 NB2054
 NB2054                         *CURRENT SURVEY CONTROL
 NB2054  ___________________________________________________________________
 NB2054* NAD 83(1996)-  42 59 17.82973(N)    077 46 18.36150(W)     ADJUSTED  
 NB2054* NAVD 88     -       200.6    (meters)     658.     (feet)  VERTCON   
 NB2054  ___________________________________________________________________
 NB2054  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 NB2054  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NB2054
 NB2054  HORZ ORDER  -  SECOND
 NB2054
 NB2054.The horizontal coordinates were established by classical geodetic methods
 NB2054.and adjusted by the National Geodetic Survey in January 1999..
 NB2054
 NB2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2054
 NB2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2054
 NB2054.The geoid height was determined by GEOID03.
 NB2054
 NB2054;                    North         East     Units Scale Factor Converg.
 NB2054;SPC NY W     -   332,188.393   416,184.490   MT  0.99999137   +0 33 12.2
 NB2054;SPC NY W     - 1,089,854.75  1,365,431.95   sFT  0.99999137   +0 33 12.2
 NB2054;UTM  18      - 4,763,242.379   274,028.597   MT  1.00022823   -1 53 26.6
 NB2054
 NB2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2054!SPC NY W     -   0.99997400  x   0.99999137  =   0.99996537
 NB2054!UTM  18      -   0.99997400  x   1.00022823  =   1.00020222
 NB2054
 NB2054                          SUPERSEDED SURVEY CONTROL
 NB2054
 NB2054  NAD 83(1986)-  42 59 17.83681(N)    077 46 18.35909(W) AD(       ) 2
 NB2054  NAD 27      -  42 59 17.61257(N)    077 46 19.33990(W) AD(       ) 2
 NB2054  NGVD 29 (07/19/86)  200.8    (m)          659.     (f) VERT ANG       
 NB2054
 NB2054.Superseded values are not recommended for survey control.
 NB2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2054.See file dsdata.txt to determine how the superseded data were derived.
 NB2054
 NB2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7402963242(NAD 83)
 NB2054_MARKER: V = STONE MONUMENT
 NB2054_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2054_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2054
 NB2054  HISTORY     - Date     Condition        Report By
 NB2054  HISTORY     - 1977     MONUMENTED       NY-055
 NB2054  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 NB2054
 NB2054                          STATION DESCRIPTION
 NB2054
 NB2054'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2054'IN THE TOWN OF WHEATLAND 25.2 FT W OF CL MAXWELL RD AND 0.1 MI S OF
 NB2054'SOUTH ROAD.  IT IS 123.7 FT SW OF UTILITY POLE TD 481 NLO 136, 25.9 FT
 NB2054'S OF A I5 IN HICKORY AND 42.8 FT S OF AN 18 IN HICKORY, 16.2 FT SW OF
 NB2054'A 54 IN POPLAR.  STATION IS A STONE COUNTY LINE MONUMENT SET IN 1859
 NB2054'AND IS 0.3 FT BELOW GRADE.
 NB2054
 NB2054                          STATION RECOVERY (1991)
 NB2054
 NB2054'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB2054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2073 ***********************************************************************
 NB2073  DESIGNATION -  CLM PRESCOTT
 NB2073  PID         -  NB2073
 NB2073  STATE/COUNTY-  NY/MONROE
 NB2073  USGS QUAD   -  CALEDONIA (1976)
 NB2073
 NB2073                         *CURRENT SURVEY CONTROL
 NB2073  ___________________________________________________________________
 NB2073* NAD 83(1996)-  42 59 16.20388(N)    077 51 57.32143(W)     ADJUSTED  
 NB2073* NAVD 88     -       195.1    (meters)     640.     (feet)  VERTCON   
 NB2073  ___________________________________________________________________
 NB2073  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 NB2073  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NB2073
 NB2073  HORZ ORDER  -  SECOND
 NB2073
 NB2073.The horizontal coordinates were established by classical geodetic methods
 NB2073.and adjusted by the National Geodetic Survey in January 1999..
 NB2073
 NB2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2073
 NB2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2073
 NB2073.The geoid height was determined by GEOID03.
 NB2073
 NB2073;                    North         East     Units Scale Factor Converg.
 NB2073;SPC NY W     -   332,068.362   408,506.357   MT  0.99997959   +0 29 21.0
 NB2073;SPC NY W     - 1,089,460.95  1,340,241.27   sFT  0.99997959   +0 29 21.0
 NB2073;UTM  18      - 4,763,449.948   266,350.301   MT  1.00027165   -1 57 18.0
 NB2073
 NB2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2073!SPC NY W     -   0.99997484  x   0.99997959  =   0.99995443
 NB2073!UTM  18      -   0.99997484  x   1.00027165  =   1.00024648
 NB2073
 NB2073|---------------------------------------------------------------------|
 NB2073| PID    Reference Object                     Distance      Geod. Az  |
 NB2073|                                                           dddmmss.s |
 NB2073| NB2072 RB 2                                  3.300 METERS 08039     |
 NB2073| NB2060 BR+PRR ROW MON                      223.247 METERS 15543     |
 NB2073| NB2030 CALEDONIA MUNICIPAL WATER TANK      APPROX. 1.4 KM 1813651.8 |
 NB2073| NB2074 FLAGSTONE DRILL HOLE                158.358 METERS 34152     |
 NB2073| NB2075 RB 1                                161.518 METERS 34211     |
 NB2073|---------------------------------------------------------------------|
 NB2073
 NB2073                          SUPERSEDED SURVEY CONTROL
 NB2073
 NB2073  NAD 83(1986)-  42 59 16.21078(N)    077 51 57.31889(W) AD(       ) 2
 NB2073  NAD 27      -  42 59 15.98674(N)    077 51 58.28001(W) AD(       ) 2
 NB2073  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 NB2073
 NB2073.Superseded values are not recommended for survey control.
 NB2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2073.See file dsdata.txt to determine how the superseded data were derived.
 NB2073
 NB2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6635063450(NAD 83)
 NB2073_MARKER: DE = TRAVERSE STATION DISK
 NB2073_SETTING: 66 = SET IN ROCK OUTCROP
 NB2073_SP_SET: SET IN BEDROCK
 NB2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB2073+STABILITY: POSITION/ELEVATION WELL
 NB2073
 NB2073  HISTORY     - Date     Condition        Report By
 NB2073  HISTORY     - 1978     MONUMENTED       NY-055
 NB2073  HISTORY     - 19960413 GOOD             USPSQD
 NB2073
 NB2073                          STATION DESCRIPTION
 NB2073
 NB2073'DESCRIBED BY MONROE COUNTY NEW YORK 1978 (JEG)
 NB2073'IN THE TOWN OF WHEATLAND ON THE W SIDE OF SPRING ST, VILLAGE OF
 NB2073'MUMFORD.  ABOUT 0.35 MI S OF GEORGE ST, COUNTY RT 147.  STATION AS
 NB2073'RECOVERED WAS BOTTOM 18 IN OF STONE POST SAME AS OTHER RECOVERED
 NB2073'COUNTY LINE MONUMENTS.  POST TIED DOWN, REMOVED AND AN MCGS DISK
 NB2073'GROUTED INTO BEDROCK ABOUT 2 FT BELOW GRADE.  A CAST IRON FRAME AND
 NB2073'COVER PLACED AT GRADE.  STATION IS 27.5 FT W OF CL, 38.24 FT N OF N+T
 NB2073'IN THE E FACE OF POLE TD 822, 1.3 FT W OF A MCDPW WITNESS SIGN AND 1.8
 NB2073'FT E OF ANOTHER WITNESS SIGN.  STATION IS A STANDARD MCGS DISK STAMPED
 NB2073'---PRESCOTT---.
 NB2073
 NB2073                          STATION RECOVERY (1996)
 NB2073
 NB2073'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2057 ***********************************************************************
 NB2057  DESIGNATION -  CLM WRIGHT
 NB2057  PID         -  NB2057
 NB2057  STATE/COUNTY-  NY/MONROE
 NB2057  USGS QUAD   -  CALEDONIA (1976)
 NB2057
 NB2057                         *CURRENT SURVEY CONTROL
 NB2057  ___________________________________________________________________
 NB2057* NAD 83(1996)-  42 59 17.27776(N)    077 48 24.61855(W)     ADJUSTED  
 NB2057* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 NB2057  ___________________________________________________________________
 NB2057  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 NB2057  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NB2057
 NB2057  HORZ ORDER  -  SECOND
 NB2057
 NB2057.The horizontal coordinates were established by classical geodetic methods
 NB2057.and adjusted by the National Geodetic Survey in January 1999..
 NB2057
 NB2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2057
 NB2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2057
 NB2057.The geoid height was determined by GEOID03.
 NB2057
 NB2057;                    North         East     Units Scale Factor Converg.
 NB2057;SPC NY W     -   332,144.333   413,324.507   MT  0.99998681   +0 31 46.1
 NB2057;SPC NY W     - 1,089,710.20  1,356,048.82   sFT  0.99998681   +0 31 46.1
 NB2057;UTM  18      - 4,763,320.342   271,168.631   MT  1.00024423   -1 54 52.8
 NB2057
 NB2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2057!SPC NY W     -   0.99997434  x   0.99998681  =   0.99996115
 NB2057!UTM  18      -   0.99997434  x   1.00024423  =   1.00021856
 NB2057
 NB2057|---------------------------------------------------------------------|
 NB2057| PID    Reference Object                     Distance      Geod. Az  |
 NB2057|                                                           dddmmss.s |
 NB2057| NB2059 CROSS                               320.538 METERS 32230     |
 NB2057| NB2058 HUB                                 261.627 METERS 35836     |
 NB2057|---------------------------------------------------------------------|
 NB2057
 NB2057                          SUPERSEDED SURVEY CONTROL
 NB2057
 NB2057  NAD 83(1986)-  42 59 17.28472(N)    077 48 24.61615(W) AD(       ) 2
 NB2057  NAD 27      -  42 59 17.06081(N)    077 48 25.59329(W) AD(       ) 2
 NB2057  NGVD 29 (07/19/86)  198.6    (m)          652.     (f) VERT ANG       
 NB2057
 NB2057.Superseded values are not recommended for survey control.
 NB2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2057.See file dsdata.txt to determine how the superseded data were derived.
 NB2057
 NB2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7116963320(NAD 83)
 NB2057_MARKER: V = STONE MONUMENT
 NB2057_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NB2057_SP_SET: OBJECT IMBEDDED IN GROUND
 NB2057_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2057
 NB2057  HISTORY     - Date     Condition        Report By
 NB2057  HISTORY     - 1977     MONUMENTED       NY-055
 NB2057  HISTORY     - 19960506 GOOD             USPSQD
 NB2057
 NB2057                          STATION DESCRIPTION
 NB2057
 NB2057'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2057'IN THE TOWN OF WHEATLAND ON THE E SIDE OF COX RD 0.15 MI S OF SOUTH RD
 NB2057'20.7 FT E OF CL OF PVMT, 1.5 FT W OF A MONROE COUNTY WITNESS POST AND
 NB2057'6 FT W OF A WIRE FENCE.  STATION IS A LIMESTONE POST 0.5 FT BELOW
 NB2057'GRADE AND IN A CAST IRON FRAME AND COVER WHICH IS AT GRADE.
 NB2057
 NB2057                          STATION RECOVERY (1996)
 NB2057
 NB2057'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2505 ***********************************************************************
 KU2505  DESIGNATION -  CLOCKS
 KU2505  PID         -  KU2505
 KU2505  STATE/COUNTY-  NY/NASSAU
 KU2505  USGS QUAD   -  AMITYVILLE (1979)
 KU2505
 KU2505                         *CURRENT SURVEY CONTROL
 KU2505  ___________________________________________________________________
 KU2505* NAD 83(1996)-  40 39 23.04741(N)    073 25 31.39838(W)     ADJUSTED  
 KU2505* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 KU2505  ___________________________________________________________________
 KU2505  X           -   1,382,249.403 (meters)                     COMP
 KU2505  Y           -  -4,644,178.981 (meters)                     COMP
 KU2505  Z           -   4,133,531.298 (meters)                     COMP
 KU2505  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KU2505  ELLIP HEIGHT-         -30.31  (meters)          (12/03/02) GPS OBS
 KU2505  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU2505
 KU2505  HORZ ORDER  -  FIRST
 KU2505  ELLP ORDER  -  FOURTH    CLASS II
 KU2505
 KU2505.The horizontal coordinates were established by classical geodetic methods
 KU2505.and adjusted by the National Geodetic Survey in January 1999..
 KU2505
 KU2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2505
 KU2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU2505
 KU2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2505
 KU2505.The ellipsoidal height was determined by GPS observations
 KU2505.and is referenced to NAD 83.
 KU2505
 KU2505.The geoid height was determined by GEOID03.
 KU2505
 KU2505;                    North         East     Units Scale Factor Converg.
 KU2505;SPC NY L     -    54,542.322   348,594.916   MT  1.00000059   +0 22 33.0
 KU2505;SPC NY L     -   178,944.27  1,143,681.82   sFT  1.00000059   +0 22 33.0
 KU2505;UTM  18      - 4,501,807.460   633,115.121   MT  0.99981811   +1 01 33.8
 KU2505
 KU2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2505!SPC NY L     -   1.00000475  x   1.00000059  =   1.00000534
 KU2505!UTM  18      -   1.00000475  x   0.99981811  =   0.99982286
 KU2505
 KU2505:                Primary Azimuth Mark                     Grid Az
 KU2505:SPC NY L     -  CLOCKS AZ MK                             028 30 32.9
 KU2505:UTM  18      -  CLOCKS AZ MK                             027 51 32.1
 KU2505
 KU2505|---------------------------------------------------------------------|
 KU2505| PID    Reference Object                     Distance      Geod. Az  |
 KU2505|                                                           dddmmss.s |
 KU2505| AI8651 CLOCKS AZ MK                                       0285305.9 |
 KU2505| AI8652 CLOCKS RM 1                          22.538 METERS 09021     |
 KU2505| AI8653 CLOCKS RM 2                          22.385 METERS 33818     |
 KU2505|---------------------------------------------------------------------|
 KU2505
 KU2505                          SUPERSEDED SURVEY CONTROL
 KU2505
 KU2505  ELLIP H (01/11/99)  -30.31   (m)                       GP(       ) 4 1
 KU2505  NAD 83(1996)-  40 39 23.05057(N)    073 25 31.39707(W) AD(       ) 1
 KU2505  NAD 83(1992)-  40 39 23.05044(N)    073 25 31.39691(W) AD(       ) 1
 KU2505  NAD 83(1986)-  40 39 23.05102(N)    073 25 31.39705(W) AD(       ) 1
 KU2505  NAD 27      -  40 39 22.68961(N)    073 25 32.94835(W) AD(       ) 1
 KU2505  NGVD 29 (03/24/92)    1.4    (m)            5.     (f) GPS OBS        
 KU2505
 KU2505.Superseded values are not recommended for survey control.
 KU2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2505.See file dsdata.txt to determine how the superseded data were derived.
 KU2505
 KU2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3311501807(NAD 83)
 KU2505_MARKER: DS = TRIANGULATION STATION DISK
 KU2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2505_STAMPING: CLOCKS 1965
 KU2505_MARK LOGO: CGS   
 KU2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2505+STABILITY: SURFACE MOTION
 KU2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2505+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 KU2505
 KU2505  HISTORY     - Date     Condition        Report By
 KU2505  HISTORY     - 1965     MONUMENTED       CGS
 KU2505  HISTORY     - 19840905 GOOD             NGS
 KU2505  HISTORY     - 19890726 GOOD
 KU2505  HISTORY     - 19910622 GOOD             USPSQD
 KU2505
 KU2505                          STATION DESCRIPTION
 KU2505
 KU2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2505'THE STATION IS LOCATED IN A VERY SMALL PARK OWNED BY THE TOWN OF
 KU2505'OYSTER BAY AND IS AT THE EXTREME SOUTH END OF CLOCKS BOULEVARD IN
 KU2505'WEST AMITYVILLE.
 KU2505'
 KU2505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27A
 KU2505'(MERRICK ROAD) AND STATE HIGHWAY 110 IN AMITYVILLE, GO WEST ON
 KU2505'STATE HIGHWAY 27A FOR 0.35 MILE TO SOUTH KETCHAM AVENUE*.
 KU2505'CONTINUE WEST ON STATE HIGHWAY 27A FOR 0.3 MILE TO CLOCKS BLVD.
 KU2505'TURN LEFT AND GO SOUTH ON CLOCKS BLVD. FOR 0.9 MILE TO THE END OF
 KU2505'THE BOULEVARD AND THE STATION ON THE EAST SIDE OF THE ROAD AS
 KU2505'DESCRIBED.
 KU2505'
 KU2505'THE STATION MARK IS A STANDARD DISK STAMPED CLOCKS 1965, SET IN
 KU2505'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KU2505'WITH THE GROUND SURFACE.  IT IS 75 FEET SOUTH-SOUTHEAST OF A METAL
 KU2505'WITNESS POST, 61 FEET NORTH OF THE SOUTH EDGE OF THE WOODEN
 KU2505'BULKHEAD AROUND THE PARK AREA, 53 FEET EAST OF THE CENTER OF
 KU2505'CLOCKS BOULEVARD AND 21 FEET SOUTH OF A LONE APPLE TREE.
 KU2505'
 KU2505'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLOCKS NO 1 1965, SET
 KU2505'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2505'FLUSH WITH THE GROUND SURFACE.  IT IS 122.8 FEET SOUTHEAST OF THE
 KU2505'METAL WITNESS POST, 99.5 FEET WEST-SOUTHWEST OF THE NORTHEAST
 KU2505'CORNER OF THE WOODEN BULKHEAD AND 81 FEET WEST-NORTHWEST OF THE
 KU2505'SOUTHEAST CORNER OF THE WOODEN BULKHEAD.
 KU2505'
 KU2505'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLOCKS NO 2 1965, SET
 KU2505'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KU2505'FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF A 2-FOOT
 KU2505'SQUARE STONE CORNER POST, 34 FEET EAST OF THE CENTER OF CLOCKS
 KU2505'BLVD., 1.7 FEET EAST OF A WHITE WOODEN FENCE AND 1.6 FEET
 KU2505'SOUTHEAST OF THE METAL WITNESS POST.
 KU2505'
 KU2505'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLOCKS 1965, SET IN
 KU2505'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1
 KU2505'INCH ABOVE THE GROUND SURFACE.  IT IS 74.5 FEET SOUTHWEST OF A
 KU2505'FLAGPOLE, 50 FEET NORTHEAST OF THE BULKHEAD CORNER, 22 FEET
 KU2505'NORTHWEST OF THE CENTER OF BERGER AVENUE AND 5.4 FEET SOUTHEAST OF
 KU2505'THE NORTHWEST EDGE OF THE BULKHEAD.
 KU2505'
 KU2505'*TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY
 KU2505'27A (MERRICK ROAD) AND SOUTH KETCHAM AVENUE IN WEST AMITYVILLE, GO
 KU2505'SOUTH ON SOUTH KETCHAM AVENUE FOR 0.4 MILE TO A SIDE ROAD LEFT.
 KU2505'TURN LEFT AND GO EAST ON HAMILTON STREET FOR 0.2 MILE TO A SIDE
 KU2505'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON CENTRAL AVENUE FOR 0.3
 KU2505'MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON SHORE ROAD FOR 0.05
 KU2505'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON BERGER
 KU2505'AVENUE FOR 0.1 MILE TO THE END OF BERGER AVENUE AND THE AZIMUTH
 KU2505'MARK ON THE NORTHWEST SIDE OF THE ROAD.
 KU2505'
 KU2505'NOTE--THE AZIMUTH MARK IS IN SUFFOLK COUNTY.
 KU2505'
 KU2505'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 KU2505
 KU2505                          STATION RECOVERY (1984)
 KU2505
 KU2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KU2505'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KU2505'RECOVERED IN GOOD CONDITION.  THE AREA OF THE STATION IS UNDER
 KU2505'CONSTRUCTION TO FIX A PARK WITH PAVED WALKWAYS AND SHRUBERY.  THE
 KU2505'STATION MARK MAY BE COVERED UP WITH 1-FOOT OF FILL.  REFERENCE MARK 1
 KU2505'WILL BE 4 FT (1.2 M) UNDERGROUND AND REFERENCE MARK 2 WILL BE A COUPLE
 KU2505'INCHES UNDER A PAVED DRIVEWAY.  REFERENCE MARK 3 WAS ESTABLISHED TO
 KU2505'AID IN THE RECOVERY OF THE OTHER MARKS.  THE DISTANCE TO REFERENCE
 KU2505'MARK 1 CHECKED BUT A LONGER DISTANCE OF 0.06 FT (1.83 CM) WAS NOTED TO
 KU2505'REFERENCE MARK 2.  THE DIRECTIONS TO THE REFERENCE MARKS FAILED TO
 KU2505'CHECK, REFERENCE MARK 1 WAS HIGHER BY 2 MINUTES AND 31 SECONDS AND
 KU2505'REFERENCE MARK 2 WAS HIGHER BY 3 MINUTES AND 58 SECONDS.  ALL THE
 KU2505'MARKS APPEAR TO BE LEVEL AND SOLID IN THE GROUND.  A NEW DESCRIPTION
 KU2505'FOLLOWS.
 KU2505'THE STATION IS LOCATED IN A PARK OWNED BY THE TOWN OF OYSTER BAY AND
 KU2505'IS AT THE EXTREME SOUTH END OF CLOCKS BOULEVARD IN WEST AMITYVILLE.
 KU2505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27A AND 110,
 KU2505'IN AMITYVILLE, GO WEST ON HIGHWAY 27A FOR 1.0 KM (0.60 MI) TO A CROSS
 KU2505'STREET.  TURN LEFT AND GO SOUTH ON CLOCKS BOULEVARD FOR 1.4 KM (0.85
 KU2505'MI) TO THE END OF THE ROAD AND THE STATION ON THE LEFT.
 KU2505'THE STATION IS A STANDARD CGS DISK STAMPED--CLOCKS 1965--, SET INTO
 KU2505'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 KU2505'FLUSH WITH GROUND.  LOCATED 75.5 FT (23.0 M) S FROM THE NORTH WOODEN
 KU2505'BULKHEAD, 61.0 FT (18.6 M) N FROM THE SOUTH WOODEN BULKHEAD, 57.0 FT
 KU2505'(17.4 M) E FROM THE CENTER OF THE ROAD, 40.0 FT (12.2 M) E FROM THE
 KU2505'METAL WATER METER COVER, AND 22.0 FT (6.7 M) S FROM A 12-INCH APPLE
 KU2505'TREE.
 KU2505'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CLOCKS NO 1
 KU2505'1965--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KU2505'CM) IN DIAMETER, RECESSED 48 INCHES (122 CM) BELOW THE GROUND. LOCATED
 KU2505'82.0 FT (25.0 M) W FROM THE EAST WOODEN BULKHEAD, 61.0 FT (18.6 M) S
 KU2505'FROM THE NORTH WOODEN BULKHEAD, 46.0 FT (14.0 M) N FROM THE SOUTH
 KU2505'WOODEN BULKHEAD, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 KU2505'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CLOCKS NO 2
 KU2505'1965--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KU2505'CM) IN DIAMETER, FLUSH WITH GROUND. LOCATED 52.9 FT (16.1 M) NNW FROM
 KU2505'A 12-INCH APPLE TREE, 12.5 FT (3.8 M) SW FROM THE WEST END OF A WOODEN
 KU2505'BULKHEAD, 34.0 FT (10.4 M) E FROM THE CENTER OF THE ROAD, AND 1.0 FT
 KU2505'(0.3 M) HIGHER THAN THE STATION.
 KU2505'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CLOCKS NO 3
 KU2505'1984--, CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB AT THE SOUTH END
 KU2505'OF CLOCKS BOULEVARD AND AT THE CENTER OF THE ROAD.  LOCATED 16.6 FT
 KU2505'(5.1 M) W FROM THE CENTER OF A METAL WATER METER COVER, 8.8 FT (2.7 M)
 KU2505'E FROM THE EAST END OF A METAL STORM DRAIN, 3.5 FT (1.1 M) N FROM A
 KU2505'METAL GUARD RAIL, AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
 KU2505'AZIMUTH MARK NO 1 IS A STANDARD CGS STAMPED--CLOCKS 1965--, SET INTO
 KU2505'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER
 KU2505'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND. LOCATED 50.0 FT (15.2 M)
 KU2505'NE FROM THE SOUTH END OF THE BULKHEAD AT END OF STREET, 21.0 FT (6.4
 KU2505'M) NW FROM THE CENTER OF BERGER AVENUE, 10.2 FT (3.1 M) SW FROM THE
 KU2505'SOUTH END OF A METAL CATCH BASIN, AND 4.5 FT (1.4 M) SE FROM THE
 KU2505'BULKHEAD ALONG THE WEST SIDE OF ROAD.  TO REACH THE AZIMUTH MARK FROM
 KU2505'THE JUNCTION OF STATE HIGHWAYS 27A AND 110, IN AMITYVILLE, GO WEST ON
 KU2505'HIGHWAY 27A FOR 0.5 KM (0.30 MI) TO A CROSS STREET.  TURN LEFT AND GO
 KU2505'SOUTH ON KETCHAM AVENUE FOR 0.6 KM (0.35 MI) TO A CROSS STREET.  TURN
 KU2505'LEFT AND GO EAST ON HAMILTON STREET FOR 0.3 KM (0.20 MI) TO A SIDE
 KU2505'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON CENTRAL AVENUE FOR 0.5 KM
 KU2505'(0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO WEST ON SHORE ROAD FOR 0.1
 KU2505'KM (0.05 MI) TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON BERGER
 KU2505'AVENUE FOR 0.2 KM (0.10 MI) TO THE END OF ROAD AND THE MARK ON THE
 KU2505'RIGHT.
 KU2505
 KU2505                          STATION RECOVERY (1989)
 KU2505
 KU2505'RECOVERED 1989
 KU2505'RECOVERED IN GOOD CONDITION.
 KU2505
 KU2505                          STATION RECOVERY (1991)
 KU2505
 KU2505'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4315 ***********************************************************************
 LX4315  DESIGNATION -  CLOK
 LX4315  PID         -  LX4315
 LX4315  STATE/COUNTY-  NY/ORANGE
 LX4315  USGS QUAD   -  PEEKSKILL (1981)
 LX4315
 LX4315                         *CURRENT SURVEY CONTROL
 LX4315  ___________________________________________________________________
 LX4315* NAD 83(1996)-  41 22 17.30679(N)    073 57 43.73413(W)     ADJUSTED  
 LX4315* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 LX4315  ___________________________________________________________________
 LX4315  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 LX4315  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LX4315
 LX4315  HORZ ORDER  -  THIRD
 LX4315
 LX4315.The horizontal coordinates were established by classical geodetic methods
 LX4315.and adjusted by the National Geodetic Survey in January 1999..
 LX4315
 LX4315.The orthometric height was scaled from a topographic map.
 LX4315
 LX4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4315
 LX4315.The geoid height was determined by GEOID03.
 LX4315
 LX4315;                    North         East     Units Scale Factor Converg.
 LX4315;SPC NY E     -   281,938.004   194,992.813   MT  0.99992491   +0 21 19.8
 LX4315;SPC NY E     -   924,991.60    639,738.92   sFT  0.99992491   +0 21 19.8
 LX4315;UTM  18      - 4,580,515.131   586,793.626   MT  0.99969271   +0 41 09.6
 LX4315
 LX4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4315!SPC NY E     -   0.99999634  x   0.99992491  =   0.99992125
 LX4315!UTM  18      -   0.99999634  x   0.99969271  =   0.99968905
 LX4315
 LX4315                          SUPERSEDED SURVEY CONTROL
 LX4315
 LX4315  NAD 83(1986)-  41 22 17.30785(N)    073 57 43.73622(W) AD(       ) 3
 LX4315  NAD 27      -  41 22 16.97500(N)    073 57 45.23100(W) AD(       ) 3
 LX4315
 LX4315.Superseded values are not recommended for survey control.
 LX4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4315.See file dsdata.txt to determine how the superseded data were derived.
 LX4315
 LX4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8679480515(NAD 83)
 LX4315
 LX4315  HISTORY     - Date     Condition        Report By
 LX4315  HISTORY     - 1932     MONUMENTED       CGS
 LX4315  HISTORY     - 1983     GOOD             USPSQD
 LX4315  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 LX4315
 LX4315                          STATION DESCRIPTION
 LX4315
 LX4315'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4315'STATION IS THE CROSS SURMOUNTING THE CLOCK TOWER OVER THE MAIN
 LX4315'BUILDING OF THE LADYCLIFF SCHOOL FOR GIRLS ON THE W SIDE OF THE
 LX4315'HUDSON RIVER AND OVERLOOKING SAME, ABOUT 1 MILE ABOVE CON HOOK.
 LX4315'
 LX4315'NOT OTHERWISE MARKED.
 LX4315'
 LX4315'LADYCLIFF ACADEMY GROUNDS WILL BE FOUND ON THE RIGHT-HAND
 LX4315'SIDE OF MAIN STREET, 0.2 MILE N OF THE TRAFFIC LIGHT AT HIGHLAND
 LX4315'FALLS, NEW YORK.
 LX4315
 LX4315                          STATION RECOVERY (1983)
 LX4315
 LX4315'RECOVERY NOTE BY US POWER SQUADRON 1983 (JKW)
 LX4315'STATION RECOVERED GOOD.
 LX4315'
 LX4315'STATION IS CROSS SURMOUNTING CLOCK GOOD TOWER OVER MAIN BUILDING
 LX4315'ONCE KNOWN AS LADY CLIFF SCHOOL FOR GIRLS ON W SIDE ON HUDSON RIVER
 LX4315'AND OVERLOOKING SAME ABOUT 1 MILE ABOVE CON HOOK.  BUILDING NOW
 LX4315'PART OF NEW SOUTH POST USMA, BUILDING 2110.
 LX4315'STONE BELOW CROSS ON BUILDING READS ROSARY HALL.
 LX4315
 LX4315                          STATION RECOVERY (1994)
 LX4315
 LX4315'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX4315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2074 ***********************************************************************
 NA2074  DESIGNATION -  CLOSE
 NA2074  PID         -  NA2074
 NA2074  STATE/COUNTY-  NY/DELAWARE
 NA2074  USGS QUAD   -  ARENA (1982)
 NA2074
 NA2074                         *CURRENT SURVEY CONTROL
 NA2074  ___________________________________________________________________
 NA2074* NAD 83(1996)-  42 05 02.91074(N)    074 43 34.77160(W)     ADJUSTED  
 NA2074* NAVD 88     -       810.8    (meters)    2660.     (feet)  VERTCON   
 NA2074  ___________________________________________________________________
 NA2074  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 NA2074  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 NA2074
 NA2074  HORZ ORDER  -  SECOND
 NA2074
 NA2074.The horizontal coordinates were established by classical geodetic methods
 NA2074.and adjusted by the National Geodetic Survey in January 1999..
 NA2074
 NA2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2074
 NA2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2074
 NA2074.The geoid height was determined by GEOID03.
 NA2074
 NA2074;                    North         East     Units Scale Factor Converg.
 NA2074;SPC NY E     -   360,969.881   131,275.355   MT  0.99990431   -0 09 06.1
 NA2074;SPC NY E     - 1,184,282.02    430,692.56   sFT  0.99990431   -0 09 06.1
 NA2074;UTM  18      - 4,659,154.701   522,635.201   MT  0.99960630   +0 11 00.3
 NA2074
 NA2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2074!SPC NY E     -   0.99987749  x   0.99990431  =   0.99978182
 NA2074!UTM  18      -   0.99987749  x   0.99960630  =   0.99948384
 NA2074
 NA2074|---------------------------------------------------------------------|
 NA2074| PID    Reference Object                     Distance      Geod. Az  |
 NA2074|                                                           dddmmss.s |
 NA2074| DE4512 CLOSE RM 1                           18.165 METERS 25107     |
 NA2074| DE4511 CLOSE AZ MK                                        2714851.9 |
 NA2074| DE4513 CLOSE RM 2                           18.489 METERS 35213     |
 NA2074|---------------------------------------------------------------------|
 NA2074
 NA2074                          SUPERSEDED SURVEY CONTROL
 NA2074
 NA2074  NAD 83(1986)-  42 05 02.91414(N)    074 43 34.77345(W) AD(       ) 2
 NA2074  NAD 27      -  42 05 02.59700(N)    074 43 36.21500(W) AD(       ) 2
 NA2074  NGVD 29 (07/19/86)  811.0    (m)         2661.     (f) VERT ANG       
 NA2074
 NA2074.Superseded values are not recommended for survey control.
 NA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2074.See file dsdata.txt to determine how the superseded data were derived.
 NA2074
 NA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM2263559155(NAD 83)
 NA2074_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2074_SETTING: 80 = SET IN A BOULDER
 NA2074_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NA2074
 NA2074  HISTORY     - Date     Condition        Report By
 NA2074  HISTORY     - 1942     MONUMENTED       CGS
 NA2074  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 NA2074
 NA2074                          STATION DESCRIPTION
 NA2074
 NA2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2074'STATION IS ABOUT 2.4 MILES, AIR LINE, S OF THE TOWN OF ARENA,
 NA2074'NEW YORK, ON LAND OWNED BY WILLIAM CLOSE.  THE STATION SITE IS
 NA2074'IN AN OPEN MEADOW, ON THE SUMMIT OF A HILL ABOUT 0.5 MILE NE OF
 NA2074'THE RESIDENCE OF FRANK VAUSSE.  IT IS SET IN A BOULDER 6 FEET
 NA2074'BY 4 FEET, PROJECTING 3 FEET AND IS STAMPED CLOSE 1942.
 NA2074'
 NA2074'REFERENCE MARK NO. 1 IS SW OF THE STATION, SET IN A BURIED
 NA2074'BOULDER 2 FEET BY 8 INCHES AND PROJECTING ABOUT 6 INCHES.  IT
 NA2074'IS STAMPED CLOSE NO. 1 1942.
 NA2074'
 NA2074'REFERENCE MARK NO. 2 IS NW OF THE STATION, SET IN A BOULDER
 NA2074'6 FEET BY 4 FEET AND PROJECTS 1 FOOT.  IT IS STAMPED CLOSE
 NA2074'NO. 2 1942.
 NA2074'
 NA2074'THE AZIMUTH MARK IS ABOUT 1.25 MILES W OF THE STATION, AIR
 NA2074'LINE, SET IN A BOULDER 8 FEET BY 10 FEET AND PROJECTING ABOUT
 NA2074'4 FEET.  IT IS IN A PASTURE ABOUT 75 YARDS N OF A FARM ROAD AND
 NA2074'IS THE MOST PROMINENT BOULDER IN THIS VICINITY.  IT IS STAMPED
 NA2074'CLOSE 1942.  TO REACH THE AZIMUTH FROM THE FRANK VAUSSE
 NA2074'RESIDENCE, GO W ON ROAD FOR 1.1 MILES TO A FORKS.  HERE TAKE
 NA2074'RIGHT FORK AND GO 0.25 MILE TO A WOODEN GATE AND THE AZIMUTH ON
 NA2074'THE RIGHT.
 NA2074'
 NA2074'TO REACH THE STATION FROM THE CENTER PORTION OF ARENA, NEW
 NA2074'YORK, GO S ON PAVED ROAD FOR 0.25 MILE TO A FORKS JUST AFTER
 NA2074'CROSSING A BRIDGE.  TAKE RIGHT FORK AND GO 4.15 MILES TO A
 NA2074'T-ROAD LEFT AFTER CROSSING A BRIDGE IN UNION GROVE.  HERE TURN
 NA2074'LEFT AND GO 2.35 MILES TO A T-ROAD LEFT AFTER CROSSING A SMALL
 NA2074'WOODEN BRIDGE.  TURN LEFT ON T-ROAD AND CONTINUE FOR 2.0 MILES
 NA2074'TO THE RESIDENCE OF FRANK VAUSSE AND THE END OF TRUCK TRAVEL.
 NA2074'FROM HERE FOLLOW OLD FARM LANE PAST OLD BARN AND HOUSE TO A
 NA2074'STONE FENCE LINE, TURN RIGHT (E) AND FOLLOW FENCE TO A
 NA2074'PASTURE, CONTINUE THROUGH PASTURE TO THE E FENCE LINE OF
 NA2074'PASTURE.  HERE TURN RIGHT (S) AND FOLLOW FENCE LINE TO A
 NA2074'TRIANGULAR BLAZE ON A TREE, TURN LEFT INTO OPEN MEADOW
 NA2074'AND GO TO THE SUMMIT OF THE HILL AND THE STATION.  IT IS
 NA2074'ABOUT A 15-MINUTE PACK.
 NA2074'
 NA2074'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS, AS
 NA2074'DESCRIBED IN NOTES 4 AND 12C.
 NA2074'
 NA2074'A 10-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION BALSAM 1940.
 NA2074'
 NA2074'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION HALL.
 NA2074'
 NA2074'A 37-FOOT TOWER WILL SEE A 34-FOOT LIGHT AT STATION ANDES
 NA2074'(U.S.G.S.) 1940.
 NA2074'
 NA2074'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 NA2074
 NA2074                          STATION RECOVERY (1971)
 NA2074
 NA2074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 NA2074'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 NA2074'NOT SEARCHED FOR DUE TO HEAVY SNOW COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4433 ***********************************************************************
 LX4433  DESIGNATION -  CLOVE FIRE TOWER
 LX4433  PID         -  LX4433
 LX4433  STATE/COUNTY-  NY/DUTCHESS
 LX4433  USGS QUAD   -  VERBANK (1976)
 LX4433
 LX4433                         *CURRENT SURVEY CONTROL
 LX4433  ___________________________________________________________________
 LX4433* NAD 83(1996)-  41 41 18.18913(N)    073 41 34.67447(W)     ADJUSTED  
 LX4433* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 LX4433  ___________________________________________________________________
 LX4433  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 LX4433  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 LX4433
 LX4433  HORZ ORDER  -  THIRD
 LX4433
 LX4433.The horizontal coordinates were established by classical geodetic methods
 LX4433.and adjusted by the National Geodetic Survey in January 1999..
 LX4433
 LX4433.The orthometric height was scaled from a topographic map.
 LX4433
 LX4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4433
 LX4433.The geoid height was determined by GEOID03.
 LX4433
 LX4433;                    North         East     Units Scale Factor Converg.
 LX4433;SPC NY E     -   317,307.135   217,182.217   MT  0.99995552   +0 32 12.3
 LX4433;SPC NY E     - 1,041,031.83    712,538.66   sFT  0.99995552   +0 32 12.3
 LX4433;UTM  18      - 4,616,004.226   608,773.129   MT  0.99974560   +0 52 09.7
 LX4433
 LX4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4433!SPC NY E     -   0.99993791  x   0.99995552  =   0.99989344
 LX4433!UTM  18      -   0.99993791  x   0.99974560  =   0.99968353
 LX4433
 LX4433                          SUPERSEDED SURVEY CONTROL
 LX4433
 LX4433  NAD 83(1996)-  41 41 18.19010(N)    073 41 34.67455(W) AD(       ) 4
 LX4433  NAD 83(1996)-  41 41 18.18991(N)    073 41 34.67494(W) AD(       ) 4
 LX4433  NAD 83(1992)-  41 41 18.19006(N)    073 41 34.67502(W) AD(       ) 4
 LX4433  NAD 83(1992)-  41 41 18.19060(N)    073 41 34.67586(W) AD(       ) 4
 LX4433  NAD 83(1986)-  41 41 18.19036(N)    073 41 34.67478(W) AD(       ) 4
 LX4433  NAD 83(1986)-  41 41 18.19063(N)    073 41 34.67641(W) AD(       ) 4
 LX4433  NAD 27      -  41 41 17.85678(N)    073 41 36.20541(W) AD(       ) 3
 LX4433
 LX4433.Superseded values are not recommended for survey control.
 LX4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4433.See file dsdata.txt to determine how the superseded data were derived.
 LX4433
 LX4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0877316004(NAD 83)
 LX4433
 LX4433  HISTORY     - Date     Condition        Report By
 LX4433  HISTORY     - 1938     MONUMENTED       CGS
 LX4433  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4433
 LX4433                          STATION DESCRIPTION
 LX4433
 LX4433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (KLB)
 LX4433'SEE STATION CLOVE.
 LX4433'
 LX4433'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4434 ***********************************************************************
 LX4434  DESIGNATION -  CLOVE RESET
 LX4434  PID         -  LX4434
 LX4434  STATE/COUNTY-  NY/DUTCHESS
 LX4434  USGS QUAD   -  VERBANK (1976)
 LX4434
 LX4434                         *CURRENT SURVEY CONTROL
 LX4434  ___________________________________________________________________
 LX4434* NAD 83(1996)-  41 41 18.47803(N)    073 41 34.59635(W)     ADJUSTED  
 LX4434* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 LX4434  ___________________________________________________________________
 LX4434  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 LX4434  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 LX4434
 LX4434  HORZ ORDER  -  FIRST
 LX4434
 LX4434.The horizontal coordinates were established by classical geodetic methods
 LX4434.and adjusted by the National Geodetic Survey in January 1999..
 LX4434
 LX4434.The orthometric height was scaled from a topographic map.
 LX4434
 LX4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4434
 LX4434.The geoid height was determined by GEOID03.
 LX4434
 LX4434;                    North         East     Units Scale Factor Converg.
 LX4434;SPC NY E     -   317,316.064   217,183.940   MT  0.99995553   +0 32 12.4
 LX4434;SPC NY E     - 1,041,061.12    712,544.31   sFT  0.99995553   +0 32 12.4
 LX4434;UTM  18      - 4,616,013.164   608,774.800   MT  0.99974560   +0 52 09.8
 LX4434
 LX4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4434!SPC NY E     -   0.99993791  x   0.99995553  =   0.99989345
 LX4434!UTM  18      -   0.99993791  x   0.99974560  =   0.99968353
 LX4434
 LX4434|---------------------------------------------------------------------|
 LX4434| PID    Reference Object                     Distance      Geod. Az  |
 LX4434|                                                           dddmmss.s |
 LX4434| CB3845 CLOVE RM 1                           11.080 METERS 10906     |
 LX4434| LX4430 OSBORNE RM 4                        APPROX.16.9 KM 1311741.9 |
 LX4434| LX4433 CLOVE FIRE TOWER                      9.094 METERS 19127     |
 LX4434| CB3846 CLOVE RM 2                           11.078 METERS 20858     |
 LX4434| LX4435 CLOVE AZ MK                          43.710 METERS 31423     |
 LX4434|---------------------------------------------------------------------|
 LX4434
 LX4434                          SUPERSEDED SURVEY CONTROL
 LX4434
 LX4434  NAD 83(1996)-  41 41 18.47899(N)    073 41 34.59643(W) AD(       ) 1
 LX4434  NAD 83(1996)-  41 41 18.47884(N)    073 41 34.59682(W) AD(       ) 1
 LX4434  NAD 83(1992)-  41 41 18.47895(N)    073 41 34.59691(W) AD(       ) 1
 LX4434  NAD 83(1992)-  41 41 18.47953(N)    073 41 34.59773(W) AD(       ) 1
 LX4434  NAD 83(1986)-  41 41 18.47930(N)    073 41 34.59666(W) AD(       ) 1
 LX4434  NAD 27      -  41 41 18.14574(N)    073 41 36.12730(W) AD(       ) 1
 LX4434
 LX4434.Superseded values are not recommended for survey control.
 LX4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4434.See file dsdata.txt to determine how the superseded data were derived.
 LX4434
 LX4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0877516013(NAD 83)
 LX4434
 LX4434  HISTORY     - Date     Condition        Report By
 LX4434  HISTORY     - 1863     MONUMENTED       CGS
 LX4434  HISTORY     - 1912     SEE DESCRIPTION  CGS
 LX4434  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4434  HISTORY     - 1938     SEE DESCRIPTION  CTGS
 LX4434  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX4434  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4434  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4434  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX4434
 LX4434                          STATION DESCRIPTION
 LX4434
 LX4434'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (EB)
 LX4434'STATION IS ON HIGHEST POINT OF CLOVE MT. AND IS COVERED WITH A
 LX4434'THICK GROWTH OF SCRUB OAK AND FERN BUSHES.  THERE ARE NO NATURAL
 LX4434'MARKS BY WHICH STATION POINT CAN BE LOCATED.  STATION IS SECURED
 LX4434'BY IRON CONE SUNK TWO FEET.  TOP CONSISTS OF LOOSE STONES WITH
 LX4434'VERY LITTLE SOIL.  BOTTOM OF POLE IS CEMENTED WITH IRON CONE
 LX4434'AND A LARGE PILE OF STONES PLACED AROUND FOOT OF POLE.
 LX4434
 LX4434                          STATION RECOVERY (1912)
 LX4434
 LX4434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912 (HRB)
 LX4434'STATION IS ON SUMMIT OF CLOVE MT. SITUATED IN CENTRAL PART OF
 LX4434'TOWN OF UNIONVALE, NEW YORK, ABOUT 1-1/4 MILES NW OF VILLAGE
 LX4434'OF CLOVE, NEW YORK.
 LX4434'
 LX4434'MOUNTAIN IN IMMEDIATE VICINITY OF STATION IS PRACTICALLY BARE
 LX4434'BUT ITS SIDES ARE HEAVILY WOODED, SLOPES NEAR SUMMIT ARE COVERED
 LX4434'WITH A LOW GROWTH OF CLOSELY INTERWOVEN SCRUB OAK.  THERE IS A
 LX4434'GROVE OF YOUNG YELLOW PINES A SHORT DISTANCE W OF STATION WHICH
 LX4434'IS ABOUT 35 FEET DUE N OF A BROKEN TOP OUTCROP OF LEDGE.  A FINE
 LX4434'VIEW IS OBTAINED FOR MILES IN EVERY DIRECTION.  STATION MARK IS
 LX4434'AN IRON CONE 3-1/2 INCHES IN DIAMETER AT TOP WHICH IS 2 FEET
 LX4434'BELOW SURFACE OF GROUND.
 LX4434
 LX4434                          STATION RECOVERY (1935)
 LX4434
 LX4434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TJM)
 LX4434'STATION IS ABOUT 7 MILES AIRLINE SW X W OF DOVER PLAINS AND ABOUT
 LX4434'5-3/4 MILES N X W OF POUGHQUAG, ON PROPERTY OF STATE AND
 LX4434'PERMISSION HAS BEEN GIVEN THROUGH LOCAL CONTROL SURVEYS.  IRON
 LX4434'CONE IS HOLLOW AND TRUNCATED, SMALL (3-1/2 INCHES IN DIAMETER)
 LX4434'AND BEING ON TOP.  A 70-FOOT FIRE TOWER NOW STANDS ON
 LX4434'MOUNTAIN.  STATION IS 26.75 FEET NW OF NE LEG AND 20.37 FEET
 LX4434'N OF NW LEG.  IT IS 60-1/2 FEET W X S OF TELEPHONE POLE
 LX4434'NEAREST SUMMIT.  ELEVATION BY U.S.G.S. MAP IS 1403 FEET.
 LX4434
 LX4434                          STATION RECOVERY (1938)
 LX4434
 LX4434'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1938
 LX4434'1935 DESCRIPTION IS CORRECT WITH FOLLOWING CHANGES--STATION MARK,
 LX4434'WHICH WAS AN IRON CONE WITH A 3 1/2-INCH IN DIAMETER TOP, WAS
 LX4434'REPLACED BY A STANDARD DISK STAMPED CLOVE-1938.  IT IS 36.36 FEET
 LX4434'NE OF SW CONCRETE FOUNDATION OF FIRE TOWER AND 86.0 FEET NE OF
 LX4434'NW CORNER OF HOUSE.
 LX4434'
 LX4434'AZIMUTH MARK IS A STANDARD DISK STAMPED CLOVE-1938 SET IN ROCK
 LX4434'LEDGE 7 BY 3 FEET FLUSH WITH GROUND 143.75 FEET NW OF STATION.
 LX4434'
 LX4434'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED CLOVE-NO.1 SET
 LX4434'IN TOP OF ROCK LEDGE 5 FEET BY 1 FOOT FLUSH WITH GROUND 35.86 FEET
 LX4434'SE OF STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED
 LX4434'CLOVE-NO.2 SET IN CONCRETE FOUNDATION OF SSW LEG OF FIRE TOWER
 LX4434'36.36 FEET SW OF STATION.
 LX4434
 LX4434                          STATION RECOVERY (1957)
 LX4434
 LX4434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX4434'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1935-38 RECOVERY
 LX4434'DESCRIPTIONS ARE ADEQUATE.  NO OBSERVATIONS OR MEASUREMENTS WERE
 LX4434'MADE AT THIS TIME.
 LX4434
 LX4434                          STATION RECOVERY (1963)
 LX4434
 LX4434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX4434'STATION WAS RECOVERED IN POOR CONDITION.  IT APPEARS TO HAVE BEEN
 LX4434'DRIVEN OVER.  CONCRETE POST IS LOOSE AND IS CRACKING.
 LX4434'
 LX4434'RM 1 IS 36.27 FT NOT 35.86 FT.
 LX4434'
 LX4434'RM 2 IS 36.21 FT NOT 36.36 FT.
 LX4434
 LX4434                          STATION RECOVERY (1966)
 LX4434
 LX4434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4434'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  IT WAS LOOSE
 LX4434'AND THE CONCRETE WAS BADLY CHIPPED.  A NEW UNDERGROUND AND
 LX4434'SURFACE MARK WERE SET ON THIS DATE.  REFERENCE MARKS 1 AND 2 AND
 LX4434'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A NEW AND
 LX4434'COMPLETE DESCRIPTION OF THE STATION FOLLOWS--
 LX4434'
 LX4434'THE STATION IS LOCATED ON THE HIGHEST POINT OF CLOVE MOUNTAIN
 LX4434'ABOUT 3.0 MILES EAST-SOUTHEAST OF MOORES MILL, 1.8 MILES
 LX4434'SOUTH-SOUTHEAST OF HOXIE CORNER, 1.6 MILES SOUTHWEST OF NORTH
 LX4434'CLOVE AND JUST NORTH OF THE VERBANK CLOVE FIRE TOWER.
 LX4434'
 LX4434'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82 AND
 LX4434'OSWEGO ROAD IN MOORES MILL, GO EAST ON OSWEGO ROAD FOR 1.9 MILES
 LX4434'TO A SIDE ROAD RIGHT.  (THIS IS THE END OF OSWEGO ROAD.) KEEP
 LX4434'STRAIGHT AHEAD AND GO EAST AND NORTHEAST ON WATERBURY ROAD FOR
 LX4434'1.5 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON A
 LX4434'PAVED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LX4434'GO SOUTH ON DIRT ROAD FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 LX4434'FORK AND CONTINUE SOUTH, UPHILL, ON THE DIRT ROAD FOR 0.35
 LX4434'MILE TO A METAL GATE.  PASS THROUGH THE GATE AND CONTINUE
 LX4434'SOUTH AND SOUTHEAST ON THE WOODS ROAD FOR 0.55 MILE TO A
 LX4434'REVERSE Y FORK.  BEAR RIGHT AND CONTINUE SOUTHERLY ON
 LX4434'THE MAIN WOODS ROAD FOR 0.5 MILE TO A THREE-WAY FORK.  TAKE
 LX4434'THE CENTER, MAIN TRAVELED, ROAD UP A STEEP GRADE FOR 0.5 MILE IN
 LX4434'A SOUTHERLY DIRECTION TO THE SUMMIT OF THE HILL AND THE STATION
 LX4434'SITE.
 LX4434'
 LX4434'THE STATION MARK IS A STANDARD DISK STAMPED CLOVE 1863 1938 1966,
 LX4434'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LX4434'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 80.0 FEET
 LX4434'SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTH ONE OF TWO RADIO MASTS,
 LX4434'26.9 FEET NORTH OF THE NORTHEAST LEG OF THE FIRE TOWER AND 20.5
 LX4434'FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF THE FIRE
 LX4434'TOWER.  (NOTES 1B 7A.)
 LX4434'
 LX4434'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLOVE NO 1 1938,
 LX4434'CEMENTED IN A DRILL HOLE IN A SMALL EXPOSED AREA OF OUTCROPPING
 LX4434'BEDROCK.  IT IS 32.9 FEET EAST OF THE NORTHEAST LEG OF THE
 LX4434'FIRE TOWER, 18.5 FEET WEST-SOUTHWEST OF POWER LINE POLE NUMBER
 LX4434'35519, 4.7 FEET SOUTH-SOUTHWEST OF A SMALL TELEPHONE POLE AND
 LX4434'ABOUT 1-1/2 FEET LOWER THAN THE STATION ELEVATION.
 LX4434'
 LX4434'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLOVE NO 2 1938,
 LX4434'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR THE SOUTHWEST
 LX4434'LEG OF THE FIRE TOWER.  IT IS ABOUT 2 FEET HIGHER THAN THE
 LX4434'STATION ELEVATION.
 LX4434'
 LX4434'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLOVE 1938, CEMENTED
 LX4434'IN A DRILL HOLE IN A LEDGE OF OUTCROPPING BEDROCK LOCATED ON THE
 LX4434'WEST SLOPE OF THE STATION SITE HILL.  IT IS 110.0 FEET
 LX4434'WEST-NORTHWEST OF THE CENTER OF THE SOUTH ONE OF TWO RADIO MASTS,
 LX4434'4 FEET NORTHEAST OF THE CENTER OF A GAME TRAIL AND ABOUT 15 FEET
 LX4434'LOWER THAN THE STATION ELEVATION.
 LX4434'
 LX4434'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX4434'
 LX4434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4434'1-1/2 MILES NORTHWEST OF CLOVE.
 LX4434
 LX4434                          STATION RECOVERY (1971)
 LX4434
 LX4434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX4434'STATION MARK WAS FOUND IN GOOD CONDITION.  IT HAD BEEN RE-MARKED
 LX4434'IN 1966.  BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE ALSO
 LX4434'FOUND IN GOOD CONDITION, BUT THE 1938 DISTANCE TO RM 1 WAS FOUND
 LX4434'GREATLY IN ERROR.  IT WAS DOUBLE-CHECKED AND THE 1971 DISTANCE IS
 LX4434'CORRECT.  ANGLES TO RM 2 AND THE AZIMUTH MARK CHECKED CLOSELY,
 LX4434'BUT THE ANGLE TO RM 1 IS 15 MINUTES HIGHER THAN THE 1938
 LX4434'ANGLE.  DISTANCE TO AZIMUTH MARK WAS FOUND TO BE 0.42 FOOT
 LX4434'SHORTER THAN THE 1938 DISTANCE.  A COMPLETE DESCRIPTION
 LX4434'FOLLOWS--
 LX4434'
 LX4434'STATION IS LOCATED ON CLOVE MOUNTAIN, AT NORTH SIDE OF THE
 LX4434'CLOVE MTN. FIRE TOWER.  THERE ARE NOW TWO SKELETON-STEEL, RADIO
 LX4434'ANTENNA TOWERS, WITH A SMALL WHITE HOUSE BETWEEN THEM, 100 FEET
 LX4434'NORTH OF STATION.
 LX4434'
 LX4434'TO REACH STATION FROM THE FIRE STATION IN VERBANK, AT THE
 LX4434'JUNCTION OF STATE HIGHWAY 82 AND NORTH CLOVE ROAD, GO SOUTHEAST
 LX4434'ON NORTH CLOVE ROAD FOR 2.6 MILES TO GATE ON RIGHT, AND SIGN
 LX4434'CLOVE MT. FIRE TOWER.  GO THROUGH THE GATE AND FOLLOW TRACK ROAD
 LX4434'1.9 MILES TO TOP OF HILL AND STATION.
 LX4434'
 LX4434'STATION MARK IS A STANDARD DISK STAMPED COVE 1863 1938 1966
 LX4434'(NOTE--LETTER L IS DELETED FROM NAME).  IT IS SET IN THE TOP OF A
 LX4434'10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 LX4434'GROUND.  IT IS 20.5 FEET NORTH OF NORTHWEST LEG OF THE FIRE
 LX4434'TOWER, 80.0 FEET SOUTH OF THE CENTER OF THE SOUTH ONE OF THE
 LX4434'2 ANTENNA TOWERS, 82.3 FEET NORTH OF CHIMNEY UP NORTH END OF
 LX4434'SMALL BROWN HOUSE, AND 46.3 FEET WEST OF A POWER TRANSFORMER
 LX4434'POLE.
 LX4434'
 LX4434'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLOVE NO 1
 LX4434'1938, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP
 LX4434'PROJECTING 2 INCHES.  IT IS 6 FEET NORTHWEST OF EDGE OF ROAD,
 LX4434'18.5 FEET SOUTHWEST OF THE POWER TRANSFORMER POLE AND 2 FEET
 LX4434'LOWER THAN STATION MARK.
 LX4434'
 LX4434'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLOVE NO 2
 LX4434'1938, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 LX4434'SOUTHWEST LEG OF THE FIRE TOWER, 2 FEET ABOVE GROUND AND AT SAME
 LX4434'ELEVATION AS STATION.
 LX4434'
 LX4434'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CLOVE 1938,
 LX4434'CEMENTED IN A DRILL HOLE IN A 4 X 10-FOOT, SLOPING BEDROCK LEDGE,
 LX4434'IN THE NORTHEAST TRACK OF OLD JEEP ROAD, WHERE THE ROAD GOES UP
 LX4434'OVER THE LEDGE, AND IS 11.0 FEET LOWER THAN STATION MARK.
 LX4434'
 LX4434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4434'3 MILES SE OF VERBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2046 ***********************************************************************
 OF2046  DESIGNATION -  CLOVER
 OF2046  PID         -  OF2046
 OF2046  STATE/COUNTY-  NY/MONROE
 OF2046  USGS QUAD   -  PITTSFORD (1978)
 OF2046
 OF2046                         *CURRENT SURVEY CONTROL
 OF2046  ___________________________________________________________________
 OF2046* NAD 83(1996)-  43 00 58.39649(N)    077 35 06.59521(W)     ADJUSTED  
 OF2046* NAVD 88     -       223.6    (meters)     734.     (feet)  VERTCON   
 OF2046  ___________________________________________________________________
 OF2046  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OF2046  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OF2046
 OF2046  HORZ ORDER  -  FIRST
 OF2046
 OF2046.The horizontal coordinates were established by classical geodetic methods
 OF2046.and adjusted by the National Geodetic Survey in January 1999..
 OF2046
 OF2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2046
 OF2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2046
 OF2046.The geoid height was determined by GEOID03.
 OF2046
 OF2046;                    North         East     Units Scale Factor Converg.
 OF2046;SPC NY W     -   335,455.518   431,365.377   MT  1.00001891   +0 40 51.6
 OF2046;SPC NY W     - 1,100,573.65  1,415,237.91   sFT  1.00001891   +0 40 51.6
 OF2046;UTM  18      - 4,765,859.469   289,337.812   MT  1.00014598   -1 45 51.3
 OF2046
 OF2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2046!SPC NY W     -   0.99997043  x   1.00001891  =   0.99998934
 OF2046!UTM  18      -   0.99997043  x   1.00014598  =   1.00011641
 OF2046
 OF2046|---------------------------------------------------------------------|
 OF2046| PID    Reference Object                     Distance      Geod. Az  |
 OF2046|                                                           dddmmss.s |
 OF2046| DE4793 CLOVER RM 1                          20.296 METERS 05510     |
 OF2046| DE4794 CLOVER RM 2                          22.875 METERS 15154     |
 OF2046| NB1968 CHEESE                              APPROX. 5.4 KM 1550806.0 |
 OF2046| DE4792 CLOVER AZ MK                                       1862702.3 |
 OF2046|---------------------------------------------------------------------|
 OF2046
 OF2046                          SUPERSEDED SURVEY CONTROL
 OF2046
 OF2046  NAD 83(1986)-  43 00 58.40414(N)    077 35 06.59278(W) AD(       ) 1
 OF2046  NAD 27      -  43 00 58.17747(N)    077 35 07.59699(W) AD(       ) 1
 OF2046  NGVD 29 (07/19/86)  223.8    (m)          734.     (f) VERT ANG       
 OF2046
 OF2046.Superseded values are not recommended for survey control.
 OF2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2046.See file dsdata.txt to determine how the superseded data were derived.
 OF2046
 OF2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8933865859(NAD 83)
 OF2046_MARKER: DS = TRIANGULATION STATION DISK
 OF2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2046
 OF2046  HISTORY     - Date     Condition        Report By
 OF2046  HISTORY     - 1969     MONUMENTED       CGS
 OF2046  HISTORY     - 1977     GOOD             NY-055
 OF2046  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2046
 OF2046                          STATION DESCRIPTION
 OF2046
 OF2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF2046'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF HONEOYE FALLS,
 OF2046'4.5 MILES WEST-NORTHWEST OF MENDON, 3.5 MILES NORTHEAST OF RUSH
 OF2046'AND ON THE PROPERTY OF THE MENDON PONDS STATE PARK.
 OF2046'
 OF2046'TO REACH THE STATION FROM THE POST OFFICE IN HONEOYE FALLS, GO
 OF2046'EAST ON MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF STATE
 OF2046'HIGHWAY 65, GO NORTH ON STATE HIGHWAY 65 FOR 4.75 MILES TO A
 OF2046'SIDE ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN
 OF2046'LEFT AND GO WEST ON SHELDON ROAD FOR 0.15 MILE TO THE MARK ON
 OF2046'THE RIGHT), CONTINUE NORTH ON STATE HIGHWAY 65 FOR 0.1 MILE TO
 OF2046'THE STATION ON THE RIGHT, ON A CUT BANK ABOUT 20 FEET ABOVE THE
 OF2046'LEVEL OF HIGHWAY.
 OF2046'
 OF2046'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF ROUND CONCRETE POSTS.
 OF2046'
 OF2046'THE STATION MARK IS STAMPED CLOVER 1969 AND PROJECTS 2
 OF2046'INCHES.  IT IS 100 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 OF2046'65, 31 FEET SOUTHEAST OF AN 8-INCH WILD CHERRY TREE AND 14.8
 OF2046'FEET EAST OF A METAL WITNESS POST.
 OF2046'
 OF2046'RM 1 IS STAMPED CLOVER NO 1 1969 AND PROJECTS 4 INCHES.  IT IS
 OF2046'8 FEET SOUTH OF THE EDGE OF BANK, 6 FEET SOUTH-SOUTHWEST OF A
 OF2046'6-INCH TREE AND 3.6 FEET NORTH OF A METAL WITNESS POST.
 OF2046'
 OF2046'RM 2 IS STAMPED CLOVER NO 2 1969 AND PROJECTS 4 INCHES.  IT IS
 OF2046'16 FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 2.6
 OF2046'FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 OF2046'
 OF2046'AZ MK IS STAMPED CLOVER 1969 AND IS FLUSH WITH THE GROUND.  IT
 OF2046'IS 21 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF SHELDON
 OF2046'ROAD, 7 FEET EAST OF A 48-INCH OAK TREE AND 2.7 FEET
 OF2046'WEST-NORTHWEST OF A METAL WITNESS POST.
 OF2046'
 OF2046'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 OF2046
 OF2046                          STATION RECOVERY (1977)
 OF2046
 OF2046'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2046'CLOVER RECOVERED IN GOOD CONDITION.
 OF2046'
 OF2046'CLOVER AZ MK RECOVERED IN GOOD CONDITION.
 OF2046
 OF2046                          STATION RECOVERY (1994)
 OF2046
 OF2046'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0958 ***********************************************************************
 OG0958  DESIGNATION -  CLOVER SUB IBC
 OG0958  PID         -  OG0958
 OG0958  STATE/COUNTY-  NY/NIAGARA
 OG0958  USGS QUAD   -  
 OG0958
 OG0958                         *CURRENT SURVEY CONTROL
 OG0958  ___________________________________________________________________
 OG0958* NAD 83(1996)-  43 06 23.14102(N)    079 03 20.55327(W)     ADJUSTED  
 OG0958* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 OG0958  ___________________________________________________________________
 OG0958  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OG0958  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OG0958
 OG0958  HORZ ORDER  -  THIRD
 OG0958
 OG0958.The horizontal coordinates were established by classical geodetic methods
 OG0958.and adjusted by the National Geodetic Survey in January 1999..
 OG0958
 OG0958.The orthometric height was scaled from a topographic map.
 OG0958
 OG0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0958
 OG0958.The geoid height was determined by GEOID03.
 OG0958
 OG0958;                    North         East     Units Scale Factor Converg.
 OG0958;SPC NY W     -   345,101.096   311,550.932   MT  0.99995568   -0 19 22.1
 OG0958;SPC NY W     - 1,132,219.18  1,022,146.68   sFT  0.99995568   -0 19 22.1
 OG0958;UTM  17      - 4,774,468.240   658,204.197   MT  0.99990790   +1 19 44.1
 OG0958
 OG0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0958!SPC NY W     -   0.99997677  x   0.99995568  =   0.99993245
 OG0958!UTM  17      -   0.99997677  x   0.99990790  =   0.99988467
 OG0958
 OG0958|---------------------------------------------------------------------|
 OG0958| PID    Reference Object                     Distance      Geod. Az  |
 OG0958|                                                           dddmmss.s |
 OG0958| OG1037 NF FIRST CH SPIRE IBC               128.636 METERS 06510     |
 OG0958| OG0964 SOX SUB IBC                         APPROX. 0.6 KM 1991116.4 |
 OG0958| OG1008 NF GEN BROCK HOTEL POLE IBC         APPROX. 2.1 KM 2183106.4 |
 OG0958| OG0995 NF ST ANDREWS CH SPIRE IBC          APPROX. 0.9 KM 2680422.8 |
 OG0958| OG1013 NF ST PATRICKS CH SPIRE IBC         APPROX. 1.5 KM 2710311.4 |
 OG0958|---------------------------------------------------------------------|
 OG0958
 OG0958                          SUPERSEDED SURVEY CONTROL
 OG0958
 OG0958  NAD 83(1986)-  43 06 23.14666(N)    079 03 20.55109(W) AD(       ) 3
 OG0958  NAD 27      -  43 06 22.94707(N)    079 03 21.38814(W) AD(       ) 3
 OG0958
 OG0958.Superseded values are not recommended for survey control.
 OG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0958.See file dsdata.txt to determine how the superseded data were derived.
 OG0958
 OG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5820474468(NAD 83)
 OG0958_MARKER: DD = SURVEY DISK
 OG0958_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0958
 OG0958  HISTORY     - Date     Condition        Report By
 OG0958  HISTORY     - 1941     MONUMENTED       IBC
 OG0958  HISTORY     - 1956     GOOD             IBC
 OG0958  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0958
 OG0958                          STATION DESCRIPTION
 OG0958
 OG0958'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0958'ON THE UNITED STATES SIDE OF THE NIAGARA RIVER, IN THE CITY OF
 OG0958'NIAGARA FALLS, NEAR THE FIRST CONGREGATIONAL CHURCH.  THE STATION IS
 OG0958'ON THE TOP OF THE HIGH CLIFF OVERLOOKING THE RIVER AND LIES BETWEEN
 OG0958'THE EDGE OF THE CLIFF AND THE NEW YORK CENTRAL AND HUDSON RIVER
 OG0958'RAILROAD TRACKS.  IT IS ABOUT 130 FEET SOUTH OF THE POINT WHERE
 OG0958'WHIRLPOOL STREET CROSSES THESE TRACKS AND ABOUT 30 FEET SOUTH OF A
 OG0958'LARGE HOUSE WITH A CONCRETE BLOCK CELLAR WALL.  THE STATION IS 6
 OG0958'FEET EAST OF THE EDGE OF THE CLIFF.  A RAILROAD SIGNAL AND SWITCH
 OG0958'TOWER STANDS AT THE CROSSING ON THE SOUTH SIDE OF WHIRLPOOL STREET.
 OG0958'
 OG0958'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0958'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0958'8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG0958'A BRASS SCREW SET 18 INCHES UNDERGROUND IN THE TOP OF A SIMILAR
 OG0958'CYLINDER OF CONCRETE.  THERE ARE FOUR REFERENCES.  NO 1 IS THE CORNER
 OG0958'OF THE CONCRETE PIER AT THE WEST END OF THE SIDEWALK WHICH RUNS ALONG
 OG0958'THE SOUTH SIDE OF THE HOUSE.  NO 2 IS THE SOUTHEAST CORNER OF THE
 OG0958'CONCRETE CELLAR WALL OF THE HOUSE.  NO 3 IS THE NEAREST POINT ON THE
 OG0958'RAILROAD TRACK.  NO 4 IS THE NORTHWEST CORNER OF AN I - BEAM SET ON
 OG0958'END ON THE GROUND JUST SOUTH OF THE STATION.  DISTANCES TO THE
 OG0958'REFERENCES ARE--RM1 - 34.81 FEET, RM2 - 42.635 FEET, RM3 - 66.87
 OG0958'FEET AND RM4 - 18.06 FEET.
 OG0958
 OG0958                          STATION RECOVERY (1956)
 OG0958
 OG0958'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0958'STATION RECOVERED IN GOOD CONDITION.
 OG0958
 OG0958                          STATION RECOVERY (1971)
 OG0958
 OG0958'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0958'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1100 ***********************************************************************
 OF1100  DESIGNATION -  CLUB
 OF1100  PID         -  OF1100
 OF1100  STATE/COUNTY-  NY/MONROE
 OF1100  USGS QUAD   -  PITTSFORD (1978)
 OF1100
 OF1100                         *CURRENT SURVEY CONTROL
 OF1100  ___________________________________________________________________
 OF1100* NAD 83(1986)-  43 15 14.     (N)    077 36 19.     (W)     SCALED    
 OF1100* NAVD 88     -        75.587  (meters)     247.99   (feet)  ADJUSTED  
 OF1100  ___________________________________________________________________
 OF1100  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OF1100  DYNAMIC HT  -          75.569 (meters)     247.93  (feet)  COMP
 OF1100  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 OF1100
 OF1100  VERT ORDER  -  FIRST     CLASS II
 OF1100
 OF1100.The horizontal coordinates were scaled from a topographic map and have
 OF1100.an estimated accuracy of +/- 6 seconds.
 OF1100
 OF1100.The orthometric height was determined by differential leveling
 OF1100.and adjusted by the National Geodetic Survey in June 1991..
 OF1100
 OF1100.The geoid height was determined by GEOID03.
 OF1100
 OF1100.The dynamic height is computed by dividing the NAVD 88
 OF1100.geopotential number by the normal gravity value computed on the
 OF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1100.degrees latitude (g = 980.6199 gals.).
 OF1100
 OF1100.The modeled gravity was interpolated from observed gravity values.
 OF1100
 OF1100;                    North         East    Units  Estimated Accuracy
 OF1100;SPC NY W     -   361,840.      429,420.      MT  (+/- 180 meters Scaled)
 OF1100
 OF1100                          SUPERSEDED SURVEY CONTROL
 OF1100
 OF1100  NGVD 29 (??/??/92)   75.787  (m)          248.64   (f) ADJ UNCH    1 2
 OF1100
 OF1100.Superseded values are not recommended for survey control.
 OF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1100.See file dsdata.txt to determine how the superseded data were derived.
 OF1100
 OF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN885923(NAD 83)
 OF1100_MARKER: Q = CHISELED SQUARE
 OF1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1100_SP_SET: PLATFORM
 OF1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1100
 OF1100  HISTORY     - Date     Condition        Report By
 OF1100  HISTORY     - UNK      MONUMENTED       USLS
 OF1100  HISTORY     - 1968     GOOD             NGS
 OF1100  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1100
 OF1100                          STATION DESCRIPTION
 OF1100
 OF1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1100'AT ROCHESTER HARBOR.
 OF1100'CLUB IS AT ROCHESTER HARBOR, MONROE COUNTY, NEW YORK, ON THE
 OF1100'EASTERLY SIDE OF THE GENESEE RIVER, ON THE PROPERTY OF THE ROCHESTER
 OF1100'YACHT CLUB, 77.0 FEET SOUTH OF SOUTH CORNER OF CLUB HOUSE, 45.3
 OF1100'FET NORTH OF NORTH CORNER OF YARD OFFICE, 16.5 FEET NORTHWEST OF
 OF1100'UTILITY POLE, IN NORTHEAST CORNER OF WINCH PLATFORM, BEING HIGHEST
 OF1100'POINT IN A 2-INCH SQUARE CHISELED IN CONCRETE.
 OF1100
 OF1100                          STATION RECOVERY (1990)
 OF1100
 OF1100'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCL)
 OF1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0639 ***********************************************************************
 PH0639  DESIGNATION -  CLUB
 PH0639  PID         -  PH0639
 PH0639  STATE/COUNTY-  NY/ST LAWRENCE
 PH0639  USGS QUAD   -  MASSENA (1964)
 PH0639
 PH0639                         *CURRENT SURVEY CONTROL
 PH0639  ___________________________________________________________________
 PH0639* NAD 83(1986)-  44 57 06.     (N)    074 58 25.     (W)     SCALED    
 PH0639* NAVD 88     -        78.740  (meters)     258.33   (feet)  ADJUSTED  
 PH0639  ___________________________________________________________________
 PH0639  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 PH0639  DYNAMIC HT  -          78.738 (meters)     258.33  (feet)  COMP
 PH0639  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 PH0639
 PH0639  VERT ORDER  -  FIRST     CLASS 0
 PH0639
 PH0639.The horizontal coordinates were scaled from a topographic map and have
 PH0639.an estimated accuracy of +/- 6 seconds.
 PH0639
 PH0639.The orthometric height was determined by differential leveling
 PH0639.and adjusted by the National Geodetic Survey in June 1991..
 PH0639
 PH0639.The geoid height was determined by GEOID03.
 PH0639
 PH0639.The dynamic height is computed by dividing the NAVD 88
 PH0639.geopotential number by the normal gravity value computed on the
 PH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0639.degrees latitude (g = 980.6199 gals.).
 PH0639
 PH0639.The modeled gravity was interpolated from observed gravity values.
 PH0639
 PH0639;                    North         East    Units  Estimated Accuracy
 PH0639;SPC NY E     -   679,610.      112,630.      MT  (+/- 180 meters Scaled)
 PH0639
 PH0639                          SUPERSEDED SURVEY CONTROL
 PH0639
 PH0639  NGVD 29 (??/??/92)   78.86   (m)          258.7    (f) COMPUTED    1 0
 PH0639
 PH0639.Superseded values are not recommended for survey control.
 PH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0639.See file dsdata.txt to determine how the superseded data were derived.
 PH0639
 PH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ020775(NAD 83)
 PH0639_MARKER: Z = SEE DESCRIPTION
 PH0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0639_SP_SET: ROD
 PH0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0639
 PH0639  HISTORY     - Date     Condition        Report By
 PH0639  HISTORY     - UNK      MONUMENTED       USLS
 PH0639  HISTORY     - 1969     GOOD             USLS
 PH0639
 PH0639                          STATION DESCRIPTION
 PH0639
 PH0639'DESCRIBED BY US LAKE SURVEY 1969
 PH0639'13.9 MI NE FROM WADDINGTON.
 PH0639'IS IN ST. LAWRENCE COUNTY, NEW YORK, APPROXIMATELY 13.9 MILES
 PH0639'DOWNRIVER FROM WADDINGTON, ABOUT 3.9 MILES DOWNRIVER FROM INTERSECTION
 PH0639'OF HIGHWAYS 37 AND 131, IN LINE WITH UPRIVER SIDE OF THE MASSENA GOLF
 PH0639'AND COUNTRY CLUB EQUIPMENT BUILDING, 164.7 FEET SOUTHEASTERLY OF SOUTH
 PH0639'CORNER OF BUILDING, 118 FEET WEST OF COUNTRY CLUB DRIVE, 20 FEET NORTH
 PH0639'OF CENTERLINE OF HIGHWAY 131, JUST BELOW THE GROUND SURFACE, BEING
 PH0639'HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 6-1/2 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2660 ***********************************************************************
 LY2660  DESIGNATION -  CLUB
 LY2660  PID         -  LY2660
 LY2660  STATE/COUNTY-  NY/SULLIVAN
 LY2660  USGS QUAD   -  HIGHLAND LAKE (1976)
 LY2660
 LY2660                         *CURRENT SURVEY CONTROL
 LY2660  ___________________________________________________________________
 LY2660* NAD 83(1996)-  41 31 23.76013(N)    074 47 49.43403(W)     ADJUSTED  
 LY2660* NAVD 88     -       412.     (meters)    1352.     (feet)  SCALED    
 LY2660  ___________________________________________________________________
 LY2660  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LY2660  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LY2660
 LY2660  HORZ ORDER  -  THIRD
 LY2660
 LY2660.The horizontal coordinates were established by classical geodetic methods
 LY2660.and adjusted by the National Geodetic Survey in January 1999..
 LY2660
 LY2660.The orthometric height was scaled from a topographic map.
 LY2660
 LY2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2660
 LY2660.The geoid height was determined by GEOID03.
 LY2660
 LY2660;                    North         East     Units Scale Factor Converg.
 LY2660;SPC NY E     -   298,697.821   125,207.556   MT  0.99990756   -0 11 49.0
 LY2660;SPC NY E     -   979,977.77    410,785.12   sFT  0.99990756   -0 11 49.0
 LY2660;SPC PA N     -   154,857.214   846,412.525   MT  0.99995854   +1 57 12.5
 LY2660;SPC PA N     -   508,060.71  2,776,938.43   sFT  0.99995854   +1 57 12.5
 LY2660;SPC NJ       -   298,697.821   125,207.556   MT  0.99990756   -0 11 49.0
 LY2660;SPC NJ       -   979,977.77    410,785.12   sFT  0.99990756   -0 11 49.0
 LY2660;UTM  18      - 4,596,867.155   516,931.457   MT  0.99960353   +0 08 04.3
 LY2660
 LY2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2660!SPC NY E     -   0.99994036  x   0.99990756  =   0.99984793
 LY2660!SPC PA N     -   0.99994036  x   0.99995854  =   0.99989890
 LY2660!SPC NJ       -   0.99994036  x   0.99990756  =   0.99984793
 LY2660!UTM  18      -   0.99994036  x   0.99960353  =   0.99954391
 LY2660
 LY2660:                Primary Azimuth Mark                     Grid Az
 LY2660:SPC NY E     -  CLUB AZ MK RESET                         080 30 59.5
 LY2660:SPC PA N     -  CLUB AZ MK RESET                         078 21 58.0
 LY2660:SPC NJ       -  CLUB AZ MK RESET                         080 30 59.5
 LY2660:UTM  18      -  CLUB AZ MK RESET                         080 11 06.2
 LY2660
 LY2660|---------------------------------------------------------------------|
 LY2660| PID    Reference Object                     Distance      Geod. Az  |
 LY2660|                                                           dddmmss.s |
 LY2660| CB3848 CLUB AZ MK RESET                                   0801910.5 |
 LY2660| CB3847 CLUB AZ MK                                         0820931.3 |
 LY2660| CB3849 CLUB AZ MK 3                                       0823852.9 |
 LY2660| CB3850 CLUB RM 1                            20.986 METERS 11837     |
 LY2660| LY2659 PTS 2 NY                             28.861 METERS 23838     |
 LY2660|---------------------------------------------------------------------|
 LY2660
 LY2660                          SUPERSEDED SURVEY CONTROL
 LY2660
 LY2660  NAD 83(1986)-  41 31 23.76293(N)    074 47 49.43470(W) AD(       ) 3
 LY2660  NAD 27      -  41 31 23.43700(N)    074 47 50.83500(W) AD(       ) 3
 LY2660
 LY2660.Superseded values are not recommended for survey control.
 LY2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2660.See file dsdata.txt to determine how the superseded data were derived.
 LY2660
 LY2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1693196867(NAD 83)
 LY2660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2660
 LY2660  HISTORY     - Date     Condition        Report By
 LY2660  HISTORY     - 1942     MONUMENTED       CGS
 LY2660  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LY2660  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LY2660
 LY2660                          STATION DESCRIPTION
 LY2660
 LY2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2660'STATION IS ABOUT 11 MILES SSW OF THE TOWN OF MONTICELLO, IN THE
 LY2660'NE ANGLE OF THE CROSSROADS INTERSECTION, 22 FEET N OF THE
 LY2660'CENTER OF THE MACADAM ROAD, AND 53 FEET E OF THE CENTER OF THE
 LY2660'N-S DIRT ROAD.  IT IS STAMPED CLUB 1942 AND PROJECTS ABOUT 8
 LY2660'INCHES.
 LY2660'
 LY2660'SURFACE, UNDERGROUND, AND REFERENCE MARK NO.1 ARE BRONZE DISKS
 LY2660'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY2660'
 LY2660'REFERENCE MARK NO.1 IS SE OF THE STATION, AT THE N EDGE OF THE
 LY2660'WOODS, 27 FEET S OF THE CENTER OF THE MACADAM ROAD, AND 109 FEET
 LY2660'E OF THE CENTER OF THE INTERSECTION OF THE ROADS.  IT IS
 LY2660'STAMPED CLUB 1942 NO.1 AND PROJECTS ABOUT 6 INCHES.
 LY2660'
 LY2660'TRAVERSE STATION NO.2 (U.S.G.S.) IS USED FOR REFERENCE MARK
 LY2660'NO.2.  IT IS WSW OF THE STATION, 28 FEET W OF THE CENTER OF THE
 LY2660'INTERSECTION OF THE ROADS, AND 21 FEET S OF THE CENTER OF THE
 LY2660'ENTRANCE TO THE TRI STATES MOUNTAIN CLUB.  IT IS A U.S.
 LY2660'GEOLOGICAL TRAVERSE STATION DISK SET IN A DRILL HOLE IN
 LY2660'APPROXIMATE CENTER OF A ROUND BOULDER THAT IS ABOUT 10 FEET IN
 LY2660'DIAMETER AND ABOUT 2 FEET HIGH.  IT IS STAMPED PRIM STA NO
 LY2660'2 1919 NY AND PROJECTS ABOUT 1/4 INCH.
 LY2660'
 LY2660'THE AZIMUTH MARK IS 0.2 MILE E OF THE STATION, AT THE N EDGE
 LY2660'OF THE WOODS, 12 FEET S OF THE CENTER OF THE ROAD.  IT IS
 LY2660'STAMPED CLUB 1942 AND PROJECTS ABOUT 6 INCHES.
 LY2660'
 LY2660'TO REACH THE STATION FROM THE COURTHOUSE IN MONTICELLO, GO S
 LY2660'ON STATE HIGHWAY 42 FOR 9 MILES TO A CROSSROADS AT THE LOCALITY
 LY2660'OF FORESTBURG.  TURN RIGHT, TOWARDS ELDRED, AND GO 5.5 MILES TO
 LY2660'A POINT WHERE THE MAIN MACADAM ROAD MAKES A SHARP LEFT
 LY2660'TURN.  THE STATION IS ON THE RIGHT.
 LY2660'
 LY2660'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION DEVENOGE.
 LY2660'
 LY2660'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TONN.
 LY2660'
 LY2660'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY2660
 LY2660                          STATION RECOVERY (1960)
 LY2660
 LY2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 LY2660'THE STATION MARK, REFERENCE MARK 1, TRAVERSE STATION NO. 2
 LY2660'(U.S.G.S.) AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 LY2660'
 LY2660'A NEW SECTION OF ROAD IS UNDER CONSTRUCTION TO ELIMINATE THE
 LY2660'SHARP TURN AT THE STATION SITE.  THE PRESENT ROAD E OF THE
 LY2660'STATION FOR ABOUT 0.2 MI. WILL BE ABANDONED, THE PRESENT ROAD S
 LY2660'OF THE STATION WILL BE MAINTAINED FOR ABOUT 0.2 MI. TO ITS
 LY2660'INTERSECTION WITH THE NEW ROAD.
 LY2660'
 LY2660'TRAVERSE STATION NO. 2 (U.S.G.S.) IS STAMPED PRIM TRAV STA NO.2
 LY2660'1919 NY.  THE TRI STATES MOUNTAIN CLUB IS NOW OWNED BY A LAND
 LY2660'DEVELOPMENT COMPANY.
 LY2660'
 LY2660'THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF COUNTY
 LY2660'HIGHWAY AUTHORITIES AND A NEW AZIMUTH MARK WAS SET.
 LY2660'
 LY2660'THE AZIMUTH MARK IS ABOUT 0.2 MI. E OF THE STATION, AT THE TOP
 LY2660'OF A SMALL RISE AND AT THE S EDGE OF THE WOODS, 21 FT. N OF THE
 LY2660'CENTER OF COUNTY ROAD 42 AND 3 FT. S OF A WHITE WOODEN WITNESS
 LY2660'POST.  THE MONUMENT PROJECTS 3 IN. AND THE DISK IS STAMPED CLUB
 LY2660'1942 RESET 1960 (NOTE 16A).
 LY2660'
 LY2660'A NEW TO REACH FOLLOWS--
 LY2660'
 LY2660'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 LY2660'OF STATE HIGHWAY 55 AND COUNTY ROAD 32 IN ELDRED, GO SE ON COUNTY
 LY2660'ROAD 32 FOR 5.2 MI. TO ITS T-JUNCTION WITH COUNTY ROADS 41 AND
 LY2660'42 IN GLEN SPEY, TURN LEFT AND GO N ON COUNTY ROAD 42 FOR 3.0
 LY2660'MI. TO A Y-INTERSECTION*, TAKE THE LEFT FORK AND GO N ON THE
 LY2660'MACADAM ROAD FOR 0.2 MI. AND THE STATION ON THE RIGHT.  THE
 LY2660'MACADAM ROAD ENDS AT THE STATION SITE AND A DIRT TOWNSHIP ROAD
 LY2660'CONTINUES N.
 LY2660'
 LY2660'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE THE RIGHT
 LY2660'FORK (COUNTY ROAD 42) NE FOR APPROXIMATELY 0.3 MI. TO THE POINT
 LY2660'WHERE THE NEW ROAD CONNECTS WITH THE OLD AND THE AZIMUTH MARK
 LY2660'ON THE LEFT.
 LY2660'
 LY2660'NOTE--THE DISTANCE GIVEN COULD NOT BE CHECKED AS THE ROAD IS
 LY2660'UNDER CONSTRUCTION.
 LY2660
 LY2660                          STATION RECOVERY (1966)
 LY2660
 LY2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LY2660'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LY2660'RECOVERED IN GOOD CONDITION.  TRAVERSE STATION NO. 2 (USGS)
 LY2660'(R.M. 2) HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  DUE TO THE
 LY2660'REQUEST OF THE SULLIVAN COUNTY SUPERINTENDENT OF HIGHWAYS, THE
 LY2660'AZIMUTH MARK WAS DESTROYED AND A NEW ONE WAS ESTABLISHED AT
 LY2660'THIS TIME.  FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 LY2660'
 LY2660'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF
 LY2660'MONTICELLO, IN THE NORTHEAST ANGLE OF A CROSSROAD INTERSECTION
 LY2660'AND ON COUNTY ROAD RIGHT-OF-WAY.
 LY2660'
 LY2660'TO REACH THE STATION FROM THE MONTICELLO COURTHOUSE IN
 LY2660'MONTICELLO, GO SOUTH ON STATE HIGHWAY 42 FOR 9.0 MILES TO A
 LY2660'CROSSROAD AND SIGN FORESTBURG.  TURN RIGHT AND GO WEST ON
 LY2660'COUNTY ROUTE 43 FOR 5.25 MILE TO A Y-INTESECTION AND COUNTY ROUTE
 LY2660'42.  CONTINTUE STRAIGHT AHEAD ON COUNTY ROUTE 42 FOR 0.1 MILE TO
 LY2660'THE STATION THE RIGHT, JUST BEFORE REACHING A CROSSROAD.
 LY2660'
 LY2660'THE STATION MARK IS A STANDARD DISK STAMPED CLUB 1942, SET IN
 LY2660'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8
 LY2660'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 53 FEET EAST OF
 LY2660'THE CENTER OF THE NORTH-SOUTH DIRT ROAD AND 22 FEET NORTH OF
 LY2660'THE CENTER OF COUNTY ROUTE 42.  (NOTE 1A 7A)
 LY2660'
 LY2660'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLUB NO 1 1942
 LY2660'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LY2660'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 109
 LY2660'FEET EAST OF THE CENTER OF THE INTERSECTION AND 27 FEET SOUTH
 LY2660'OF THE CENTER OF COUNTY ROUTE 42.  (NOTE 11A)
 LY2660'
 LY2660'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLUB 1942 RESET
 LY2660'1960 AZI 3 1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LY2660'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 LY2660'THE GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF COUNTY ROUTE
 LY2660'43, 30.6 FEET NORTHEAST OF A 8 INCH OAK TREE, 18.5 FEET
 LY2660'SOUTHWEST OF A 8-INCH OAK TREE AND 2.4 FEET NORTH OF A METAL
 LY2660'WITNESS POST.  (NOTE 16B)
 LY2660'
 LY2660'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 LY2660'ROUTE 42 FOR 0.1 MILE Y-INTERSECTION AND COUNTY ROUTE
 LY2660'43.  CONTINUE STRAIGHT AHEAD ON COUNTY ROUTE 43 FOR 0.1 MILE TO
 LY2660'THE MARK ON THE RIGHT.
 LY2660'
 LY2660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2660'4-3/4 MILES EAST ELDRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1647 ***********************************************************************
 NC1647  DESIGNATION -  CLUB
 NC1647  PID         -  NC1647
 NC1647  STATE/COUNTY-  NY/ERIE
 NC1647  USGS QUAD   -  
 NC1647
 NC1647                         *CURRENT SURVEY CONTROL
 NC1647  ___________________________________________________________________
 NC1647* NAD 83(1996)-  42 58 56.60870(N)    079 00 08.54532(W)     ADJUSTED  
 NC1647* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 NC1647  ___________________________________________________________________
 NC1647  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 NC1647  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 NC1647
 NC1647  HORZ ORDER  -  THIRD
 NC1647
 NC1647.The horizontal coordinates were established by classical geodetic methods
 NC1647.and adjusted by the National Geodetic Survey in January 1999..
 NC1647
 NC1647.The orthometric height was scaled from a topographic map.
 NC1647
 NC1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1647
 NC1647.The geoid height was determined by GEOID03.
 NC1647
 NC1647;                    North         East     Units Scale Factor Converg.
 NC1647;SPC NY W     -   331,299.164   315,823.401   MT  0.99995186   -0 17 08.5
 NC1647;SPC NY W     - 1,086,937.34  1,036,163.94   sFT  0.99995186   -0 17 08.5
 NC1647;UTM  17      - 4,760,795.539   662,872.094   MT  0.99992635   +1 21 44.0
 NC1647
 NC1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1647!SPC NY W     -   0.99997845  x   0.99995186  =   0.99993031
 NC1647!UTM  17      -   0.99997845  x   0.99992635  =   0.99990480
 NC1647
 NC1647|---------------------------------------------------------------------|
 NC1647| PID    Reference Object                     Distance      Geod. Az  |
 NC1647|                                                           dddmmss.s |
 NC1647| NC1646 CLUB IWC RM IBC                       7.412 METERS 07522     |
 NC1647| NC1655 BLACK                               APPROX. 1.8 KM 2663942.9 |
 NC1647| CZ9232 CLUB RM 2                            34.975 METERS 32946     |
 NC1647|---------------------------------------------------------------------|
 NC1647
 NC1647                          SUPERSEDED SURVEY CONTROL
 NC1647
 NC1647  NAD 83(1986)-  42 58 56.61451(N)    079 00 08.54286(W) AD(       ) 3
 NC1647  NAD 27      -  42 58 56.40900(N)    079 00 09.39800(W) AD(       ) 3
 NC1647
 NC1647.Superseded values are not recommended for survey control.
 NC1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1647.See file dsdata.txt to determine how the superseded data were derived.
 NC1647
 NC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6287260796(NAD 83)
 NC1647_MARKER: B = BOLT
 NC1647_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1647
 NC1647  HISTORY     - Date     Condition        Report By
 NC1647  HISTORY     - 1909     MONUMENTED       IWC
 NC1647  HISTORY     - 1956     MARK NOT FOUND   IBC
 NC1647
 NC1647                          STATION DESCRIPTION
 NC1647
 NC1647'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1647'ON THE UNITED STATES SIDE OF THE BOUNDARY, ON THE WEST SIDE OF GRAND
 NC1647'ISLAND, ABOUT 600 FEET ABOVE THE END OF FIX ROAD, AND NEAR THE EDGE
 NC1647'OF A CLAY BANK.  SEVERAL WILLOWS AND HICKORIES GROW NEARBY.
 NC1647'
 NC1647'STATION MARK, A BRASS BOLT 3/8-INCH IN DIAMETER SET 1 INCH BELOW THE
 NC1647'SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE.  THERE
 NC1647'ARE THREE REFERENCES.  NO 1 IS A USLS STANDARD BRONZE - DISK
 NC1647'REFERENCE MARK SET 2 INCHES ABOVE THE SURFACE OF THE GROUND IN THE
 NC1647'TOP OF A CYLINDER OF CONCRETE.  THE REFERENCE IS 9 FEET FROM THE
 NC1647'EDGE OF THE BANK AND BEARS N - 82 DEGREES - E FROM THE STATION,
 NC1647'DISTANT 24.32 FEET.  NO 2 IS A SIMILAR MARK BEARING N - 23 DEGREES - W
 NC1647'FROM THE STATION, DISTANT 114.75 FEET.  NO 3 IS AN 18 - INCH WILLOW
 NC1647'120.5 FEET NORTHWEST OF THE STATION.
 NC1647
 NC1647                          STATION RECOVERY (1956)
 NC1647
 NC1647'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1647'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3928 ***********************************************************************
 KU3928  DESIGNATION -  CLUB 1932
 KU3928  PID         -  KU3928
 KU3928  STATE/COUNTY-  NY/NEW YORK
 KU3928  USGS QUAD   -  CENTRAL PARK (1979)
 KU3928
 KU3928                         *CURRENT SURVEY CONTROL
 KU3928  ___________________________________________________________________
 KU3928* NAD 83(1996)-  40 46 05.59761(N)    073 59 06.38532(W)     ADJUSTED  
 KU3928* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 KU3928  ___________________________________________________________________
 KU3928  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KU3928  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU3928
 KU3928  HORZ ORDER  -  SECOND
 KU3928
 KU3928.The horizontal coordinates were established by classical geodetic methods
 KU3928.and adjusted by the National Geodetic Survey in January 1999..
 KU3928
 KU3928.The orthometric height was scaled from a topographic map.
 KU3928
 KU3928.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3928
 KU3928.The geoid height was determined by GEOID03.
 KU3928
 KU3928;                    North         East     Units Scale Factor Converg.
 KU3928;SPC NY E     -   214,938.297   193,467.754   MT  0.99992325   +0 20 10.4
 KU3928;SPC NY E     -   705,176.73    634,735.46   sFT  0.99992325   +0 20 10.4
 KU3928;SPC NJ       -   214,938.297   193,467.754   MT  0.99992325   +0 20 10.4
 KU3928;SPC NJ       -   705,176.73    634,735.46   sFT  0.99992325   +0 20 10.4
 KU3928;UTM  18      - 4,513,523.366   585,653.020   MT  0.99969030   +0 39 46.0
 KU3928
 KU3928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3928!SPC NY E     -   1.00000095  x   0.99992325  =   0.99992420
 KU3928!SPC NJ       -   1.00000095  x   0.99992325  =   0.99992420
 KU3928!UTM  18      -   1.00000095  x   0.99969030  =   0.99969125
 KU3928
 KU3928:                Primary Azimuth Mark                     Grid Az
 KU3928:SPC NY E     -  MANHATTAN HUDSON TWRS BLDG TWR           000 54 23.9
 KU3928:SPC NJ       -  MANHATTAN HUDSON TWRS BLDG TWR           000 54 23.9
 KU3928:UTM  18      -  MANHATTAN HUDSON TWRS BLDG TWR           000 34 48.3
 KU3928
 KU3928|---------------------------------------------------------------------|
 KU3928| PID    Reference Object                     Distance      Geod. Az  |
 KU3928|                                                           dddmmss.s |
 KU3928| KU3937 MANHATTAN HUDSON TWRS BLDG TWR      APPROX. 1.3 KM 0011434.3 |
 KU3928| KU4026 MANHATTAN ROERICH MUSEUM TOWER      APPROX. 3.8 KM 0181918.6 |
 KU3928| KU4006 MANHATTAN ELDORADO TWRS N TWR       APPROX. 2.7 KM 0334145.8 |
 KU3928| KU3995 MANHATTAN SAN REMO APTS N TWR       APPROX. 1.4 KM 0380018.0 |
 KU3928| KU3996 MANHATTAN SAN REMO APTS S TWR       APPROX. 1.4 KM 0381238.8 |
 KU3928| KU3925 METROPOLITAN STREET RY CO CHIM      APPROX. 3.8 KM 0650509.9 |
 KU3928| KU4021 MANHATTAN CARLYL HOTEL APT TWR      APPROX. 2.0 KM 0693844.3 |
 KU3928| KU3992 MANHATTAN NY CENTRAL BLDG CUP       APPROX. 1.7 KM 1532826.8 |
 KU3928| KV4008 N BERGEN P SERV NJ GAS HOLDER       APPROX. 4.4 KM 2900739.9 |
 KU3928| KU3947 MANHATTAN INTERBORO PHSE W CHY      APPROX. 0.8 KM 3024825.2 |
 KU3928| KU3949 MANHATTAN INTERBORO PHSE E CHY      APPROX. 0.6 KM 3035451.9 |
 KU3928| KV4013 WEST NEW YORK PIER 7 ELEVATOR       APPROX. 2.1 KM 3041020.2 |
 KU3928| KV4088 N BERGEN CASTLE FURNITURE TANK      APPROX. 4.0 KM 3045801.2 |
 KU3928| KV4010 WEST NEW YORK NYC RR PWRHSE         APPROX. 2.6 KM 3070439.3 |
 KU3928| KV4067 N BERGEN WOODCLIFF COMMUN CH        APPROX. 3.9 KM 3325405.9 |
 KU3928| KU3909 NORTH BERGEN LORD DRYDOCK CHIM      APPROX. 3.2 KM 3424113.6 |
 KU3928| KU3908 EDGEWATER LEVER BROTHERS CHIM       APPROX. 3.9 KM 3515352.6 |
 KU3928|---------------------------------------------------------------------|
 KU3928
 KU3928                          SUPERSEDED SURVEY CONTROL
 KU3928
 KU3928  NAD 83(1996)-  40 46 05.59724(N)    073 59 06.38604(W) AD(       ) 2
 KU3928  NAD 83(1992)-  40 46 05.59630(N)    073 59 06.38653(W) AD(       ) 2
 KU3928  NAD 83(1986)-  40 46 05.60029(N)    073 59 06.38624(W) AD(       ) 2
 KU3928  NAD 27      -  40 46 05.23500(N)    073 59 07.88600(W) AD(       ) 2
 KU3928
 KU3928.Superseded values are not recommended for survey control.
 KU3928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3928.See file dsdata.txt to determine how the superseded data were derived.
 KU3928
 KU3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8565313523(NAD 83)
 KU3928_MARKER: DS = TRIANGULATION STATION DISK
 KU3928_SETTING: 0 = UNSPECIFIED SETTING
 KU3928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3928
 KU3928  HISTORY     - Date     Condition        Report By
 KU3928  HISTORY     - 1932     MONUMENTED       CGS
 KU3928  HISTORY     - 1952     GOOD             CGS
 KU3928
 KU3928                          STATION DESCRIPTION
 KU3928
 KU3928'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3928'THIS STATION IS E OF THE HUDSON RIVER, IN MANHATTAN ON THE E SIDE
 KU3928'OF 9TH AVENUE BETWEEN 57TH AND 58TH STREETS.  IT IS LOCATED ON
 KU3928'THE SW CORNER OF THE W PENTHOUSE OF THE AMERICAN WOMENS
 KU3928'ASSOCIATIONS CLUBHOUSE (A TALL, RED-BRICK BUILDING).
 KU3928'
 KU3928'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3928'(STAMPED CLUB-1932) SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KU3928'MONUMENT (SECURED TO THE CONCRETE ROOF WITH LAG SCREWS).  NO
 KU3928'REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS
 KU3928'FOLLOWS--
 KU3928'
 KU3928'TO SW CORNER OF LARGER VENTILATOR 8.70 METERS
 KU3928'
 KU3928'TO NW CORNER OF LARGER VENTILATOR 9.87 METERS
 KU3928'
 KU3928'TO SW CORNER OF CHIMNEY 8.34 METERS
 KU3928'
 KU3928'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD SET-UPS,
 KU3928'ON THE TAR-AND-GRAVEL ROOFING.  LEAD BLOCK FOOTINGS ARE
 KU3928'RECOMMENDED TO PROHIBIT LEG-SLIP.
 KU3928'
 KU3928'HEIGHT OF SIGNAL ABOVE STATION MARK 2 METERS.
 KU3928
 KU3928                          STATION RECOVERY (1952)
 KU3928
 KU3928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3928'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 KU3928'WITH THE FOLLOWING CHANGE--
 KU3928'
 KU3928'THE BUILDING ON WHICH THE STATION IS LOCATED IS NOW OWNED AND
 KU3928'OCCUPIED BY THE HENRY HUDSON HOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3206 ***********************************************************************
 KU3206  DESIGNATION -  CLUB 1934
 KU3206  PID         -  KU3206
 KU3206  STATE/COUNTY-  NY/NASSAU
 KU3206  USGS QUAD   -  LAWRENCE (1979)
 KU3206
 KU3206                         *CURRENT SURVEY CONTROL
 KU3206  ___________________________________________________________________
 KU3206* NAD 83(1996)-  40 35 10.41660(N)    073 43 20.88194(W)     ADJUSTED  
 KU3206* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 KU3206  ___________________________________________________________________
 KU3206  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KU3206  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU3206
 KU3206  HORZ ORDER  -  FIRST
 KU3206
 KU3206.The horizontal coordinates were established by classical geodetic methods
 KU3206.and adjusted by the National Geodetic Survey in January 1999..
 KU3206
 KU3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3206
 KU3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3206
 KU3206.The geoid height was determined by GEOID03.
 KU3206
 KU3206;                    North         East     Units Scale Factor Converg.
 KU3206;SPC NY L     -    46,627.416   323,495.775   MT  1.00000545   +0 10 53.5
 KU3206;SPC NY L     -   152,976.78  1,061,335.72   sFT  1.00000545   +0 10 53.5
 KU3206;UTM  18      - 4,493,610.200   608,112.953   MT  0.99974387   +0 49 52.4
 KU3206
 KU3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3206!SPC NY L     -   1.00000086  x   1.00000545  =   1.00000631
 KU3206!UTM  18      -   1.00000086  x   0.99974387  =   0.99974473
 KU3206
 KU3206:                Primary Azimuth Mark                     Grid Az
 KU3206:SPC NY L     -  SILVER POINT CG LOOKOUT TWR 90           273 03 09.6
 KU3206:UTM  18      -  SILVER POINT CG LOOKOUT TWR 90           272 24 10.7
 KU3206
 KU3206|---------------------------------------------------------------------|
 KU3206| PID    Reference Object                     Distance      Geod. Az  |
 KU3206|                                                           dddmmss.s |
 KU3206| KU3401 SILVER POINT CG LOOKOUT TWR 90      APPROX. 2.5 KM 2731403.1 |
 KU3206|---------------------------------------------------------------------|
 KU3206
 KU3206                          SUPERSEDED SURVEY CONTROL
 KU3206
 KU3206  NAD 83(1986)-  40 35 10.42028(N)    073 43 20.88088(W) AD(       ) 1
 KU3206  NAD 27      -  40 35 10.03973(N)    073 43 22.40092(W) AD(       ) 1
 KU3206  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 KU3206
 KU3206.Superseded values are not recommended for survey control.
 KU3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3206.See file dsdata.txt to determine how the superseded data were derived.
 KU3206
 KU3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0811393610(NAD 83)
 KU3206_MARKER: DS = TRIANGULATION STATION DISK
 KU3206_SETTING: 0 = UNSPECIFIED SETTING
 KU3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3206
 KU3206  HISTORY     - Date     Condition        Report By
 KU3206  HISTORY     - 1934     MONUMENTED       CGS
 KU3206  HISTORY     - 1947     GOOD             CGS
 KU3206  HISTORY     - 1962     GOOD             CGS
 KU3206  HISTORY     - 1965     GOOD             CGS
 KU3206
 KU3206                          STATION DESCRIPTION
 KU3206
 KU3206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MOW)
 KU3206'STATION IS LOCATED ON THE ROOF OF THE ATLANTIC BEACH CLUB,
 KU3206'ATLANTIC BEACH, LONG ISLAND.  STATION IS MARKED WITH A
 KU3206'STANDARD C. AND G.S. STATION DISK, SET IN A HOLE BORED IN
 KU3206'THE WOOD ROOF.  MARK WAS CEMENTED IN WITH PLASTIC WOOD.  THE
 KU3206'STATION IS LOCATED ON THE ROOF COVERING THE WATER TANKS AND
 KU3206'ELEVATOR SHAFT.  THIS IS THE HIGHEST PART OF THE BUILDING.
 KU3206'
 KU3206'NO REFERENCE MARKS WERE SET.  REFERENCE MEASUREMENTS TO POINTS
 KU3206'ON ROOF WERE TAKEN AS FOLLOWS--
 KU3206'
 KU3206'NORMAL TO W EDGE OF TANK ROOF -- 1.858 METERS.
 KU3206'
 KU3206'NORMAL TO E EDGE OF TANK ROOF -- 1.937 METERS.
 KU3206'
 KU3206'TO EXTREME S EDGE OF TANK ROOF -- 4.950 METERS.
 KU3206'
 KU3206'TO NW CORNER OF TANK ROOF -- 6.470 METERS.
 KU3206'
 KU3206'TO NE CORNER OF TANK ROOF -- 6.400 METERS.
 KU3206'
 KU3206'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 KU3206
 KU3206                          STATION RECOVERY (1947)
 KU3206
 KU3206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3206'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MEASUREMENTS
 KU3206'WERE CHECKED AND FOUND TO BE CORRECT.  ORIGINAL DESCRIPTION IS
 KU3206'ADEQUATE EXCEPT FOR THE FOLLOWING--
 KU3206'
 KU3206'DELETE--STATION IS LOCATED ON THE ROOF OF THE ATLANTIC
 KU3206'BEACH CLUB, ATLANTIC BEACH, LONG ISLAND.
 KU3206'
 KU3206'ADD--STATION IS LOCATED ON THE ROOF OF THE ATLANTIC
 KU3206'BEACH HOTEL AND CABANA CLUB, S OF OCEAN BOULEVARD, BETWEEN
 KU3206'RENNSELAER AND TIOGA AVENUES.
 KU3206'
 KU3206'ADD--STATION MARK IS COVERED BY ONE LAYER OF TAR PAPER
 KU3206'ROOFING.
 KU3206
 KU3206                          STATION RECOVERY (1962)
 KU3206
 KU3206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3206'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1934
 KU3206'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING NOTE.  THE CLUB HAS
 KU3206'CHANGED NAMES AND IS NOW THE ATLANTIC BEACH HOTEL AND CABANA
 KU3206'CLUB.
 KU3206'
 KU3206'STATION MARK IS 6.470 METERS SOUTHEAST OF THE NORTHWEST
 KU3206'CORNER OF TANK ROOF, 6.400 METERS SOUTHWEST OF THE NORTHEAST
 KU3206'CORNER OF TANK ROOF, 4.950 METERS NORTH OF THE SOUTH EDGE OF
 KU3206'TANK ROOF, 1.937 METERS WEST OF THE EAST EDGE OF TANK ROOF AND
 KU3206'1.858 METERS EAST OF THE WEST EDGE OF TANK ROOF.  THE MARK IS
 KU3206'A STANDARD DISK SET IN A HOLE BORED IN THE WOOD ROOF CEMENTED
 KU3206'IN WITH PLASTIC WOOD, FLUSH AND STAMPED CLUB 1934.
 KU3206'
 KU3206'THERE IS NO SUITABLE LOCATION FOR REFERENCE MARKS.
 KU3206
 KU3206                          STATION RECOVERY (1965)
 KU3206
 KU3206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3206'THIS STATION WAS RECOVERED AS DESCRIBED, AND NOTED ON THE
 KU3206'1962 RECOVERY NOTE.
 KU3206'THE FOLLOWING MEASUREMENTS WERE MADE--
 KU3206'
 KU3206'NORMAL TO W EDGE OF TANK ROOF---1.81 M.
 KU3206'
 KU3206'NORMAL TO E EDGE OF TANK ROOF---1.94 M.
 KU3206'
 KU3206'TO EXTREME S EDGE OF TANK ROOF--4.79 M.
 KU3206'
 KU3206'TO NW CORNER OF TANK ROOF-------6.59 M.
 KU3206'
 KU3206'TO NE CORNER OF TANK ROOF-------6.55 M.
 KU3206'
 KU3206'THERE ARE NO REFERENCE MARKS.
 KU3206'
 KU3206'GEODIMETER DISTANCE CLUB 1934-NASSAU 2 1951 (15137.89 FT)
 KU3206'4614.040 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2105 ***********************************************************************
 PH2105  DESIGNATION -  CLUB IWC
 PH2105  PID         -  PH2105
 PH2105  STATE/COUNTY-  NY/JEFFERSON
 PH2105  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2105
 PH2105                         *CURRENT SURVEY CONTROL
 PH2105  ___________________________________________________________________
 PH2105* NAD 83(1996)-  44 22 18.81128(N)    075 55 55.45282(W)     ADJUSTED  
 PH2105* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2105  ___________________________________________________________________
 PH2105  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 PH2105  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 PH2105
 PH2105  HORZ ORDER  -  THIRD
 PH2105
 PH2105.The horizontal coordinates were established by classical geodetic methods
 PH2105.and adjusted by the National Geodetic Survey in January 1999..
 PH2105
 PH2105.The orthometric height was scaled from a topographic map.
 PH2105
 PH2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2105
 PH2105.The geoid height was determined by GEOID03.
 PH2105
 PH2105;                    North         East     Units Scale Factor Converg.
 PH2105;SPC NY C     -   485,792.392   301,904.737   MT  0.99997062   +0 27 19.6
 PH2105;SPC NY C     - 1,593,803.87    990,499.12   sFT  0.99997062   +0 27 19.6
 PH2105;UTM  18      - 4,913,601.834   425,740.371   MT  0.99966782   -0 39 06.6
 PH2105
 PH2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2105!SPC NY C     -   0.99999458  x   0.99997062  =   0.99996520
 PH2105!UTM  18      -   0.99999458  x   0.99966782  =   0.99966240
 PH2105
 PH2105:                Primary Azimuth Mark                     Grid Az
 PH2105:SPC NY C     -  LITTLE IWC                               043 50 22.0
 PH2105:UTM  18      -  LITTLE IWC                               044 56 48.2
 PH2105
 PH2105|---------------------------------------------------------------------|
 PH2105| PID    Reference Object                     Distance      Geod. Az  |
 PH2105|                                                           dddmmss.s |
 PH2105| PH2178 LITTLE IWC                          APPROX. 1.2 KM 0441741.6 |
 PH2105|---------------------------------------------------------------------|
 PH2105
 PH2105                          SUPERSEDED SURVEY CONTROL
 PH2105
 PH2105  NAD 83(1986)-  44 22 18.81664(N)    075 55 55.45587(W) AD(       ) 3
 PH2105  NAD 27      -  44 22 18.66400(N)    075 55 56.61000(W) AD(       ) 3
 PH2105
 PH2105.Superseded values are not recommended for survey control.
 PH2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2105.See file dsdata.txt to determine how the superseded data were derived.
 PH2105
 PH2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2574013602(NAD 83)
 PH2105_MARKER: DD = SURVEY DISK
 PH2105_SETTING: 80 = SET IN A BOULDER
 PH2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2105+STABILITY: SURFACE MOTION
 PH2105
 PH2105  HISTORY     - Date     Condition        Report By
 PH2105  HISTORY     - 1940     MONUMENTED       IBWC
 PH2105  HISTORY     - 1957     GOOD             IBC
 PH2105
 PH2105                          STATION DESCRIPTION
 PH2105
 PH2105'DESCRIBED BY INT BDRY WTR COMM 1940 (JGH)
 PH2105'ABOUT 1/2 MILE SOUTH OF THE VILLAGE OF ROCKPORT, ONTARIO, ON THE
 PH2105'NORTH - EASTERN END OF CLUB ISLAND IN THE ST LAWRENCE RIVER.  THE
 PH2105'STATION IS ON A ROCKY POINT, 8 FEET FROM THE WATERS EDGE, AND 6 FEET
 PH2105'ABOVE THE LEVEL OF THE WATER IN THE RIVER.
 PH2105'
 PH2105'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2105'DISK STATION MARK SET IN A DRILL HOLE NEAR THE CENTER OF A LARGE ROCK.
 PH2105'A 3/4 - INCH DRILL HOLE IN THE CENTER OF A CROSS CUT IN THE ROCK BEARS
 PH2105'NORTH FROM THE STATION 46.59 FEET.  THIS DRILL HOLE WAS USED AS AN
 PH2105'ECCENTRIC STATION IN MAKING THE RECOVERY OF STATION CLUB.
 PH2105
 PH2105                          STATION RECOVERY (1957)
 PH2105
 PH2105'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2105'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2103 ***********************************************************************
 PH2103  DESIGNATION -  CLUB IWC ECC
 PH2103  PID         -  PH2103
 PH2103  STATE/COUNTY-  NY/JEFFERSON
 PH2103  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2103
 PH2103                         *CURRENT SURVEY CONTROL
 PH2103  ___________________________________________________________________
 PH2103* NAD 83(1996)-  44 22 19.26844(N)    075 55 55.38071(W)     ADJUSTED  
 PH2103* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2103  ___________________________________________________________________
 PH2103  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 PH2103  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 PH2103
 PH2103  HORZ ORDER  -  THIRD
 PH2103
 PH2103.The horizontal coordinates were established by classical geodetic methods
 PH2103.and adjusted by the National Geodetic Survey in January 1999..
 PH2103
 PH2103.The orthometric height was scaled from a topographic map.
 PH2103
 PH2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2103
 PH2103.The geoid height was determined by GEOID03.
 PH2103
 PH2103;                    North         East     Units Scale Factor Converg.
 PH2103;SPC NY C     -   485,806.514   301,906.221   MT  0.99997062   +0 27 19.7
 PH2103;SPC NY C     - 1,593,850.20    990,503.99   sFT  0.99997062   +0 27 19.7
 PH2103;UTM  18      - 4,913,615.921   425,742.127   MT  0.99966781   -0 39 06.6
 PH2103
 PH2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2103!SPC NY C     -   0.99999458  x   0.99997062  =   0.99996520
 PH2103!UTM  18      -   0.99999458  x   0.99966781  =   0.99966239
 PH2103
 PH2103:                Primary Azimuth Mark                     Grid Az
 PH2103:SPC NY C     -  YEO SUB IBC                              074 48 36.1
 PH2103:UTM  18      -  YEO SUB IBC                              075 55 02.4
 PH2103
 PH2103|---------------------------------------------------------------------|
 PH2103| PID    Reference Object                     Distance      Geod. Az  |
 PH2103|                                                           dddmmss.s |
 PH2103| PH2177 YEO SUB IBC                         APPROX. 1.6 KM 0751555.8 |
 PH2103| PH2105 CLUB IWC                             14.201 METERS 18627     |
 PH2103| PH2179 ROCKPORT PRESBY CH SPIRE IBC        APPROX. 0.8 KM 3423325.3 |
 PH2103|---------------------------------------------------------------------|
 PH2103
 PH2103                          SUPERSEDED SURVEY CONTROL
 PH2103
 PH2103  NAD 83(1986)-  44 22 19.27379(N)    075 55 55.38377(W) AD(       ) 3
 PH2103  NAD 27      -  44 22 19.12105(N)    075 55 56.53785(W) AD(       ) 3
 PH2103
 PH2103.Superseded values are not recommended for survey control.
 PH2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2103.See file dsdata.txt to determine how the superseded data were derived.
 PH2103
 PH2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2574213616(NAD 83)
 PH2103_MARKER: H = DRILL HOLE
 PH2103_SETTING: 80 = SET IN A BOULDER
 PH2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2103+STABILITY: SURFACE MOTION
 PH2103
 PH2103  HISTORY     - Date     Condition        Report By
 PH2103  HISTORY     - 1957     MONUMENTED       IBC
 PH2103
 PH2103                          STATION DESCRIPTION
 PH2103
 PH2103'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2103'A 3/4 - INCH DRILL HOLE IN THE CENTER OF A CROSS CUT IN THE ROCK BEARS
 PH2103'NORTH FROM THE STATION CLUB IWC 46.59 FEET.  THIS DRILL HOLE WAS USED
 PH2103'AS AN ECCENTRIC STATION IN MAKING THE RECOVERY OF STATION CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1646 ***********************************************************************
 NC1646  DESIGNATION -  CLUB IWC RM IBC
 NC1646  PID         -  NC1646
 NC1646  STATE/COUNTY-  NY/ERIE
 NC1646  USGS QUAD   -  
 NC1646
 NC1646                         *CURRENT SURVEY CONTROL
 NC1646  ___________________________________________________________________
 NC1646* NAD 83(1996)-  42 58 56.66937(N)    079 00 08.22878(W)     ADJUSTED  
 NC1646* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 NC1646  ___________________________________________________________________
 NC1646  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 NC1646  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 NC1646
 NC1646  HORZ ORDER  -  THIRD
 NC1646
 NC1646.The horizontal coordinates were established by classical geodetic methods
 NC1646.and adjusted by the National Geodetic Survey in January 1999..
 NC1646
 NC1646.The orthometric height was scaled from a topographic map.
 NC1646
 NC1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1646
 NC1646.The geoid height was determined by GEOID03.
 NC1646
 NC1646;                    North         East     Units Scale Factor Converg.
 NC1646;SPC NY W     -   331,301.000   315,830.582   MT  0.99995186   -0 17 08.3
 NC1646;SPC NY W     - 1,086,943.36  1,036,187.50   sFT  0.99995186   -0 17 08.3
 NC1646;UTM  17      - 4,760,797.581   662,879.219   MT  0.99992638   +1 21 44.2
 NC1646
 NC1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1646!SPC NY W     -   0.99997814  x   0.99995186  =   0.99993000
 NC1646!UTM  17      -   0.99997814  x   0.99992638  =   0.99990452
 NC1646
 NC1646                          SUPERSEDED SURVEY CONTROL
 NC1646
 NC1646  NAD 83(1986)-  42 58 56.67518(N)    079 00 08.22633(W) AD(       ) 3
 NC1646  NAD 27      -  42 58 56.47000(N)    079 00 09.08100(W) AD(       ) 3
 NC1646
 NC1646.Superseded values are not recommended for survey control.
 NC1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1646.See file dsdata.txt to determine how the superseded data were derived.
 NC1646
 NC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6287960798(NAD 83)
 NC1646_MARKER: DD = SURVEY DISK
 NC1646_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1646
 NC1646  HISTORY     - Date     Condition        Report By
 NC1646  HISTORY     - 1940     MONUMENTED       IBC
 NC1646  HISTORY     - 1956     MARK NOT FOUND   IBC
 NC1646
 NC1646                          STATION DESCRIPTION
 NC1646
 NC1646'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940
 NC1646'ON THE UNITED STATES SIDE OF THE BOUNDARY, ON THE WEST SIDE OF GRAND
 NC1646'ISLAND, ABOUT 600 FEET ABOVE THE END OF FIX ROAD, AND NEAR THE EDGE
 NC1646'OF A CLAY BANK.  SEVERAL WILLOW AND HICKORIES GROW NEARBY.
 NC1646'
 NC1646'STATION MARK--IS A USLS STANDARD BRONZE - DISK REFERENCE MARK SET
 NC1646'2 INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER
 NC1646'OF CONCRETE.  IT IS 9 FEET FROM THE EDGE OF THE BANK.
 NC1646
 NC1646                          STATION RECOVERY (1956)
 NC1646
 NC1646'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1646'NOT RECOVERED.  PROBABLY COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1587 ***********************************************************************
 KU1587  DESIGNATION -  CLUB USE
 KU1587  PID         -  KU1587
 KU1587  STATE/COUNTY-  NY/NASSAU
 KU1587  USGS QUAD   -  SEA CLIFF (1979)
 KU1587
 KU1587                         *CURRENT SURVEY CONTROL
 KU1587  ___________________________________________________________________
 KU1587* NAD 83(1986)-  40 49 15.     (N)    073 38 36.     (W)     SCALED    
 KU1587* NAVD 88     -        20.700  (meters)      67.91   (feet)  ADJUSTED  
 KU1587  ___________________________________________________________________
 KU1587  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KU1587  DYNAMIC HT  -          20.692 (meters)      67.89  (feet)  COMP
 KU1587  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 KU1587
 KU1587  VERT ORDER  -  SECOND    CLASS 0
 KU1587
 KU1587.The horizontal coordinates were scaled from a topographic map and have
 KU1587.an estimated accuracy of +/- 6 seconds.
 KU1587
 KU1587.The orthometric height was determined by differential leveling
 KU1587.and adjusted by the National Geodetic Survey in June 1991..
 KU1587
 KU1587.The geoid height was determined by GEOID03.
 KU1587
 KU1587.The dynamic height is computed by dividing the NAVD 88
 KU1587.geopotential number by the normal gravity value computed on the
 KU1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1587.degrees latitude (g = 980.6199 gals.).
 KU1587
 KU1587.The modeled gravity was interpolated from observed gravity values.
 KU1587
 KU1587;                    North         East    Units  Estimated Accuracy
 KU1587;SPC NY L     -    72,700.      330,090.      MT  (+/- 180 meters Scaled)
 KU1587
 KU1587                          SUPERSEDED SURVEY CONTROL
 KU1587
 KU1587  NGVD 29 (??/??/92)   21.028  (m)           68.99   (f) ADJ UNCH    2 0
 KU1587
 KU1587.Superseded values are not recommended for survey control.
 KU1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1587.See file dsdata.txt to determine how the superseded data were derived.
 KU1587
 KU1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL144197(NAD 83)
 KU1587_MARKER: Q = CHISELED SQUARE
 KU1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1587_SP_SET: ROUND STONE
 KU1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1587
 KU1587  HISTORY     - Date     Condition        Report By
 KU1587  HISTORY     - UNK      MONUMENTED       DOD
 KU1587  HISTORY     - 1932     GOOD             NGS
 KU1587  HISTORY     - 1935     GOOD             NGS
 KU1587
 KU1587                          STATION DESCRIPTION
 KU1587
 KU1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1587'1.5 MI N FROM ROSLYN.
 KU1587'1 1/2 MILES NORTH OF ROSLYN, NASSAU COUNTY, ON ROSLYN ROAD,
 KU1587'AT THE ENGINEER COUNTRY CLUB, 162 FEET SOUTH OF A POINT DIRECTLY
 KU1587'ACROSS THE ROAD FROM THE SERVICE ENTRANCE TO THE BENJAMIN STERN
 KU1587'RESIDENCE, 55 FEET NORTH OF POLE NYT 16 LIL, 9 FEET EAST OF
 KU1587'THE CURB, AT THE TOP OF A RUBBLE WALL ALONG THE WEST SIDE OF THE
 KU1587'CLUB PROPERTY, ON THE TOP OF AN 8-INCH ROUND STONE, AND 2 FEET
 KU1587'ABOVE THE GROUND.
 KU1587
 KU1587                          STATION RECOVERY (1935)
 KU1587
 KU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4462 ***********************************************************************
 KV4462  DESIGNATION -  CLUBHOUSE 1942
 KV4462  PID         -  KV4462
 KV4462  STATE/COUNTY-  NY/KINGS
 KV4462  USGS QUAD   -  THE NARROWS (1981)
 KV4462
 KV4462                         *CURRENT SURVEY CONTROL
 KV4462  ___________________________________________________________________
 KV4462* NAD 83(1996)-  40 36 33.26027(N)    074 01 57.85573(W)     ADJUSTED  
 KV4462* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV4462  ___________________________________________________________________
 KV4462  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 KV4462  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4462
 KV4462  HORZ ORDER  -  SECOND
 KV4462
 KV4462.The horizontal coordinates were established by classical geodetic methods
 KV4462.and adjusted by the National Geodetic Survey in January 1999..
 KV4462
 KV4462.The orthometric height was scaled from a topographic map.
 KV4462
 KV4462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4462
 KV4462.The geoid height was determined by GEOID03.
 KV4462
 KV4462;                    North         East     Units Scale Factor Converg.
 KV4462;SPC NY L     -    49,146.133   297,229.394   MT  1.00000369   -0 01 17.1
 KV4462;SPC NY L     -   161,240.27    975,160.10   sFT  1.00000369   -0 01 17.1
 KV4462;SPC NJ       -   197,262.785   189,540.574   MT  0.99991924   +0 18 14.9
 KV4462;SPC NJ       -   647,186.32    621,851.03   sFT  0.99991924   +0 18 14.9
 KV4462;SPC NY E     -   197,262.785   189,540.574   MT  0.99991924   +0 18 14.9
 KV4462;SPC NY E     -   647,186.32    621,851.03   sFT  0.99991924   +0 18 14.9
 KV4462;UTM  18      - 4,495,829.952   581,827.374   MT  0.99968242   +0 37 46.6
 KV4462
 KV4462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4462!SPC NY L     -   1.00000383  x   1.00000369  =   1.00000752
 KV4462!SPC NJ       -   1.00000383  x   0.99991924  =   0.99992307
 KV4462!SPC NY E     -   1.00000383  x   0.99991924  =   0.99992307
 KV4462!UTM  18      -   1.00000383  x   0.99968242  =   0.99968625
 KV4462
 KV4462                          SUPERSEDED SURVEY CONTROL
 KV4462
 KV4462  NAD 83(1986)-  40 36 33.26093(N)    074 01 57.85575(W) AD(       ) 2
 KV4462  NAD 27      -  40 36 32.88800(N)    074 01 59.34800(W) AD(       ) 2
 KV4462
 KV4462.Superseded values are not recommended for survey control.
 KV4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4462.See file dsdata.txt to determine how the superseded data were derived.
 KV4462
 KV4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8182795830(NAD 83)
 KV4462_MARKER: Z = SEE DESCRIPTION
 KV4462_SETTING: 0 = UNSPECIFIED SETTING
 KV4462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4462
 KV4462  HISTORY     - Date     Condition        Report By
 KV4462  HISTORY     - 1942     MONUMENTED       CGS
 KV4462
 KV4462                          STATION DESCRIPTION
 KV4462
 KV4462'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HCA)
 KV4462'THE STATION IS ON THE OFFICERS CLUB AT FORT HAMILTON, BROOKLYN,
 KV4462'NEW YORK.  IT IS IN A ROUND BRICK COLUMN CONNECTED TO THE NORTHWEST
 KV4462'END OF THE UPPER STORY OF THE CLUBHOUSE.  THIS COLUMN EXTENDS UP
 KV4462'FROM THE FLOOR OF THIS UPPER STORY APPROXIMATELY 10 FEET.  THE
 KV4462'MARK IS A BRASS PLUG ABOUT 4 FEET ABOVE THE FLOOR IN THE CENTER
 KV4462'OF THE COLUMN.  THE COLUMN IS HOLLOW FROM THIS POINT UP.  HOLES
 KV4462'IN THE SIDE OF THE COLUMN MAKE THE MARK ACCESSIBLE.
 KV4462'
 KV4462'TO REACH FROM THE MAIN ENTRANCE OF FORT HAMILTON, TURN RIGHT
 KV4462'JUST AFTER PASSING THROUGH GATE, FOLLOW THIS ROAD TO THE OFFICERS
 KV4462'CLUB AND STATION.
 KV4462'
 KV4462'THIS STATION IS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3423 ***********************************************************************
 LW3423  DESIGNATION -  CLUBHOUSE CHIMNEY
 LW3423  PID         -  LW3423
 LW3423  STATE/COUNTY-  NY/SUFFOLK
 LW3423  USGS QUAD   -  MYSTIC (1984)
 LW3423
 LW3423                         *CURRENT SURVEY CONTROL
 LW3423  ___________________________________________________________________
 LW3423* NAD 83(1996)-  41 16 48.67599(N)    071 56 50.34888(W)     ADJUSTED  
 LW3423* NAVD 88     -                                                        
 LW3423  ___________________________________________________________________
 LW3423  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 LW3423  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW3423
 LW3423  HORZ ORDER  -  THIRD
 LW3423
 LW3423.The horizontal coordinates were established by classical geodetic methods
 LW3423.and adjusted by the National Geodetic Survey in January 1999..
 LW3423
 LW3423
 LW3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3423
 LW3423.The geoid height was determined by GEOID03.
 LW3423
 LW3423;                    North         East     Units Scale Factor Converg.
 LW3423;SPC NY L     -   125,671.380   471,957.486   MT  1.00002303   +1 20 33.4
 LW3423;SPC NY L     -   412,306.85  1,548,413.85   sFT  1.00002303   +1 20 33.4
 LW3423;SPC CT       -   202,339.050   372,046.069   MT  0.99999287   +0 31 56.0
 LW3423;SPC CT       -   663,840.70  1,220,621.14   sFT  0.99999287   +0 31 56.0
 LW3423;UTM  19      - 4,574,051.784   253,164.312   MT  1.00034990   -1 56 43.6
 LW3423;UTM  18      - 4,574,356.917   755,660.725   MT  1.00040449   +2 00 54.3
 LW3423
 LW3423                          SUPERSEDED SURVEY CONTROL
 LW3423
 LW3423  NAD 83(1996)-  41 16 48.67594(N)    071 56 50.34885(W) AD(       ) 4
 LW3423  NAD 83(1992)-  41 16 48.67439(N)    071 56 50.34771(W) AD(       ) 4
 LW3423  NAD 83(1986)-  41 16 48.67518(N)    071 56 50.35314(W) AD(       ) 4
 LW3423  NAD 27      -  41 16 48.32000(N)    071 56 52.09400(W) AD(       ) 3
 LW3423
 LW3423.Superseded values are not recommended for survey control.
 LW3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3423.See file dsdata.txt to determine how the superseded data were derived.
 LW3423
 LW3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5316474052(NAD 83)
 LW3423_MARKER: 85 = CHIMNEY
 LW3423
 LW3423  HISTORY     - Date     Condition        Report By
 LW3423  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3423  HISTORY     - 1950     GOOD             CGS
 LW3423  HISTORY     - 1954     GOOD             CGS
 LW3423  HISTORY     - 20011212 MARK NOT FOUND   USPSQD
 LW3423
 LW3423                          STATION DESCRIPTION
 LW3423
 LW3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3423'THE FISHERS ISLAND CLUBHOUSE IS ON THE S SIDE OF THE ISLAND S
 LW3423'OF EAST HARBOR AND WESTERLY OF THE COAST GUARD STATION.  THE
 LW3423'BUILDING IS A MASSIVE U-SHAPED STUCCO STRUCTURE WITH A STONE BASE
 LW3423'AND HAS A STEEP GABLE SLATE ROOF.  THERE ARE TWO ROWS OF SMALL
 LW3423'DORMERS IN THE W SIDE OF THE ROOF.  THERE ARE TWO CHIMNEYS IN THE
 LW3423'RIDGEPOLE OF THE W WING OF THE U ONE AT EACH END.  THERE ARE
 LW3423'ALSO TWO CHIMNEYS IN THE E WING OF THE U ONE AT EACH END OF THE
 LW3423'RIDGEPOLE.  THE STATION IS THE CENTER LINE OF THE CHIMNEY
 LW3423'IN THE N GABLE OF THE W WING OF THE U.  HEIGHT ABOUT 60 FEET.
 LW3423
 LW3423                          STATION RECOVERY (1950)
 LW3423
 LW3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 LW3423'LETTER OF C.W. CLARK, CHIEF OF PARTY, SWAN ISLAND POSTAL STATION,
 LW3423'PORTLAND, OREGON, DATED 3 JANUARY 1950--
 LW3423'
 LW3423'THE STATION IS THE CHIMNEY AT THE WEST END OF THE SHORT EAST
 LW3423'AND WEST CROSS WING NEAR THE NORTH END OF THE EAST MAIN WING
 LW3423'OF A LARGE U-SHAPED BUILDING.
 LW3423
 LW3423                          STATION RECOVERY (1954)
 LW3423
 LW3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3423'BUILDING IS IN GOOD CONDITION AND EXACTLY AS DESCRIBED BY
 LW3423'G.C.M. IN 1934.  LETTER OF C.W. CLARK 3 JANUARY 1950, IS A
 LW3423'DISCREPANCY, AND PLACES THE STATION APPROXIMATELY 230 FT. FROM
 LW3423'THE CHIMNEY IN THE ORIGINAL DESCRIPTION.  CHIMNEY DESCRIBED BY
 LW3423'C.W. CLARK IS THE LOWEST CHIMNEY ON THE BUILDING.
 LW3423
 LW3423                          STATION RECOVERY (2001)
 LW3423
 LW3423'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3423'ORIGINAL CLUBHOUSE RAZED IN 1965 AND A NEW CLUHOUSE BUILT. THE STATION
 LW3423'IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3071 ***********************************************************************
 KU3071  DESIGNATION -  CLUMP
 KU3071  PID         -  KU3071
 KU3071  STATE/COUNTY-  NY/WESTCHESTER
 KU3071  USGS QUAD   -  MAMARONECK (1975)
 KU3071
 KU3071                         *CURRENT SURVEY CONTROL
 KU3071  ___________________________________________________________________
 KU3071* NAD 83(1996)-  40 56 48.46598(N)    073 41 20.38443(W)     ADJUSTED  
 KU3071* NAVD 88     -                                                        
 KU3071  ___________________________________________________________________
 KU3071  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KU3071  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU3071
 KU3071  HORZ ORDER  -  THIRD
 KU3071
 KU3071.The horizontal coordinates were established by classical geodetic methods
 KU3071.and adjusted by the National Geodetic Survey in January 1999..
 KU3071
 KU3071
 KU3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3071
 KU3071.The geoid height was determined by GEOID03.
 KU3071
 KU3071;                    North         East     Units Scale Factor Converg.
 KU3071;SPC NY E     -   234,956.401   218,282.335   MT  0.99995737   +0 31 53.5
 KU3071;SPC NY E     -   770,852.79    716,147.96   sFT  0.99995737   +0 31 53.5
 KU3071;SPC CT       -   165,430.727   225,733.312   MT  1.00003524   -0 37 21.4
 KU3071;SPC CT       -   542,750.64    740,593.37   sFT  1.00003524   -0 37 21.4
 KU3071;SPC NY L     -    86,677.588   326,187.285   MT  0.99999632   +0 12 12.3
 KU3071;SPC NY L     -   284,374.72  1,070,166.12   sFT  0.99999632   +0 12 12.3
 KU3071;UTM  18      - 4,533,678.386   610,347.461   MT  0.99974987   +0 51 33.3
 KU3071
 KU3071                          SUPERSEDED SURVEY CONTROL
 KU3071
 KU3071  NAD 83(1996)-  40 56 48.46835(N)    073 41 20.38377(W) AD(       ) 4
 KU3071  NAD 83(1992)-  40 56 48.46790(N)    073 41 20.38399(W) AD(       ) 4
 KU3071  NAD 83(1986)-  40 56 48.46843(N)    073 41 20.38375(W) AD(       ) 4
 KU3071  NAD 27      -  40 56 48.11400(N)    073 41 21.92100(W) AD(       ) 3
 KU3071
 KU3071.Superseded values are not recommended for survey control.
 KU3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3071.See file dsdata.txt to determine how the superseded data were derived.
 KU3071
 KU3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1034733678(NAD 83)
 KU3071
 KU3071  HISTORY     - Date     Condition        Report By
 KU3071  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3071
 KU3071                          STATION DESCRIPTION
 KU3071
 KU3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU3071'A PROMINENT CLUMP OF TREES, NOT RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1412 ***********************************************************************
 OF1412  DESIGNATION -  CLYDE
 OF1412  PID         -  OF1412
 OF1412  STATE/COUNTY-  NY/WAYNE
 OF1412  USGS QUAD   -  SAVANNAH (1978)
 OF1412
 OF1412                         *CURRENT SURVEY CONTROL
 OF1412  ___________________________________________________________________
 OF1412* NAD 83(1996)-  43 03 05.13736(N)    076 51 48.37339(W)     ADJUSTED  
 OF1412* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 OF1412  ___________________________________________________________________
 OF1412  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OF1412  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OF1412
 OF1412  HORZ ORDER  -  FIRST
 OF1412
 OF1412.The horizontal coordinates were established by classical geodetic methods
 OF1412.and adjusted by the National Geodetic Survey in January 1999..
 OF1412
 OF1412.The orthometric height was scaled from a topographic map.
 OF1412
 OF1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1412
 OF1412.The geoid height was determined by GEOID03.
 OF1412
 OF1412;                    North         East     Units Scale Factor Converg.
 OF1412;SPC NY C     -   338,920.947   227,180.549   MT  0.99994390   -0 11 28.4
 OF1412;SPC NY C     - 1,111,943.14    745,341.52   sFT  0.99994390   -0 11 28.4
 OF1412;UTM  18      - 4,768,210.717   348,239.185   MT  0.99988333   -1 16 20.4
 OF1412
 OF1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1412!SPC NY C     -   0.99997520  x   0.99994390  =   0.99991910
 OF1412!UTM  18      -   0.99997520  x   0.99988333  =   0.99985853
 OF1412
 OF1412:                Primary Azimuth Mark                     Grid Az
 OF1412:SPC NY C     -  CLYDE AZ MK                              004 07 54.2
 OF1412:UTM  18      -  CLYDE AZ MK                              005 12 46.2
 OF1412
 OF1412|---------------------------------------------------------------------|
 OF1412| PID    Reference Object                     Distance      Geod. Az  |
 OF1412|                                                           dddmmss.s |
 OF1412| AI8667 CLYDE AZ MK                                        0035625.8 |
 OF1412| AI8665 CLYDE RM SOUTH                        6.200 METERS 18120     |
 OF1412| AI8666 CLYDE RM WEST                                      27029     |
 OF1412| AI8664 CLYDE RM NORTH                        9.200 METERS 32820     |
 OF1412| OF1414 CLYDE STANDPIPE                     APPROX. 3.6 KM 3564730.2 |
 OF1412|---------------------------------------------------------------------|
 OF1412
 OF1412                          SUPERSEDED SURVEY CONTROL
 OF1412
 OF1412  NAD 83(1986)-  43 03 05.14465(N)    076 51 48.36914(W) AD(       ) 1
 OF1412  NAD 27      -  43 03 04.91300(N)    076 51 49.50600(W) AD(       ) 1
 OF1412
 OF1412.Superseded values are not recommended for survey control.
 OF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1412.See file dsdata.txt to determine how the superseded data were derived.
 OF1412
 OF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN4823968211(NAD 83)
 OF1412_MARKER: V = STONE MONUMENT
 OF1412_SETTING: 0 = UNSPECIFIED SETTING
 OF1412_SP_SET: DRILL HOLE IN STONE POST
 OF1412_STAMPING: US
 OF1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1412
 OF1412  HISTORY     - Date     Condition        Report By
 OF1412  HISTORY     - 1875     MONUMENTED       USLS
 OF1412  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OF1412  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OF1412  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 OF1412  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OF1412  HISTORY     - 19840807 GOOD             NGS
 OF1412
 OF1412                          STATION DESCRIPTION
 OF1412
 OF1412'DESCRIBED BY US LAKE SURVEY 1875
 OF1412'THIS STATION IS SITUATED IN LOT 73, GALEN TOWNSHIP, WAYNE COUNTY,
 OF1412'NEW YORK, ABOUT 2 MILES SOUTH OF THE VILLAGE OF CLYDE, ON A HIGH,
 OF1412'NARROW RIDGE RUNNING APPROXIMATELY NORTH AND SOUTH.  THE HEIGHT
 OF1412'OF STATION USED WAS 4 FEET.  THE GEODETIC POINT IS MARKED BY A
 OF1412'STONE POST OF THE USUAL FORM, SET 2-1/2 FEET BELOW THE SURFACE
 OF1412'OF THE GROUND.  TWO STONE REFERENCE POSTS ARE SET BY THE LINE
 OF1412'FENCE RUNNING NORTH AND SOUTH ABOUT 2 METERS WEST OF THE
 OF1412'STATION, AS FOLLOWS--ONE BEARING NORTH 23 DEG 52 MIN WEST, DISTANT
 OF1412'8.9 METERS, AND ONE BEARING SOUTH 1 DEG 30-1/2 MIN WEST, DISTANT
 OF1412'5.6 METERS FROM THE GEODETIC POINT, THE DISTANCE BETWEEN THE
 OF1412'TWO REFERENCE STONES BEING 14.88 METERS.  A THIRD REFERENCE
 OF1412'STONE IS SET BY THE ROAD FENCE WEST OF THE STATION BEARING
 OF1412'NORTH 89 DEG 30 MIN WEST, DISTANT 158 METERS.  THE GROUND AT THE
 OF1412'STATION IS 168 FEET ABOVE THE ROAD.  A BASSWOOD TREE, 14 INCHES
 OF1412'IN DIAMETER, THE ONLY TREE ON THE HILL, STANDS 5.43 METERS
 OF1412'NORTH OF THE GEODETIC POINT.  THE HEIGHT OF GROUND AT THE
 OF1412'STATION ABOVE MEAN LEVEL OF LAKE ONTARIO IS 391.9 FEET.
 OF1412
 OF1412                          STATION RECOVERY (1942)
 OF1412
 OF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1412'STATION IS LOCATED ABOUT 2 MILES SOUTH OF CLYDE AND ABOUT 5 MILES
 OF1412'WEST OF SAVANNAH ON A VERY PROMINENT HILL ON THE PROPERTY OF
 OF1412'MR. WARD SYRON.  STATION IS LOCATED ABOUT 3 FEET EAST OF A NORTH
 OF1412'SOUTH FENCE LINE AND ABOUT 0.1 MILE SOUTH OF THE FENCE LANE
 OF1412'LEADING FROM THE BARN WESTERLY UP THE HILL.  *THE MARK IS A
 OF1412'STANDARD U.S. LAKE SURVEY MARK CONSISTING OF A STONE POST WITH
 OF1412'A DRILL HOLE IN THE CENTER.  **THERE IS NO SUB-SURFACE MARK.
 OF1412'
 OF1412'***REFERENCE MARK NO. 1 IS A STANDARD U.S. LAKE SURVEY REFERENCE
 OF1412'POST 8.8 METERS NORTH OF THE STATION IN THE SAME FENCE LINE
 OF1412'AS THE STATION.
 OF1412'
 OF1412'***REFERENCE MARK NO. 2 IS A STANDARD U.S. LAKE SURVEY REFERENCE
 OF1412'POST 5.8 METERS SOUTH OF THE STATION IN THE SAME FENCE LINE AS
 OF1412'THE STATION.
 OF1412'
 OF1412'***AZIMUTH MARK IS SET IN THE NORTHEAST CORNER OF A BARN RAMP IN
 OF1412'MR. SYRONS FARM YARD.  MARK IS A STANDARD DISC STAMPED CLYDE
 OF1412'USLS 1942.
 OF1412'
 OF1412'TO REACH THE STATION FROM THE JUNCTION OF 31 AND 89 IN CLYDE
 OF1412'GO SOUTH FOR 0.3 MILE TO THE SOUTH END OF THE RAILROAD BRIDGE
 OF1412'AND A SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO A FORK, TAKE
 OF1412'RIGHT FORK AND GO SOUTH 0.35 MILE TO THE END OF THE PAVEMENT,
 OF1412'CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO THE DRIVE TO MR. WARD
 OF1412'SYRONS FARM ON THE LEFT, TURN LEFT INTO THE DRIVE AND GO 0.15
 OF1412'MILE TO MR. SYRONS HOUSE AND BARNYARD.  CONTINUE SOUTH FOR 0.05
 OF1412'MILE TO A LARGE BARN ON THE LEFT.  AZIMUTH MARK IS SET IN THE
 OF1412'RAMP OF THIS BARN.  PASS THROUGH THE GATE AT THE SOUTH END OF
 OF1412'THE BARN AND TURN RIGHT UP THE HILL IN A FENCE LANE FOR
 OF1412'ABOUT 0.1 MILE TO THE TOP OF THE HILL, TURN LEFT AND FOLLOW
 OF1412'NORTH-SOUTH FENCE LINE SOUTH FOR ABOUT 0.1 MILE TO THE STATION.
 OF1412
 OF1412                          STATION RECOVERY (1943)
 OF1412
 OF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1412'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND NEW DESCRIPTION
 OF1412'FOLLOWS--THIS STATION IS SITUATED IN LOT 73, GALEN TOWNSHIP ABOUT
 OF1412'2 MILES SOUTH OF THE VILLAGE OF CLYDE, ON A HIGH, NARROW RIDGE
 OF1412'RUNNING APPROXIMATELY NORTH AND SOUTH.  THE STATION IS 6 FEET EAST
 OF1412'OF FENCE AND ABOUT 200 FEET SOUTH OF EAST-WEST DIVISION FENCE.
 OF1412'IT IS MARKED BY A STONE POST SIX INCHES SQUARE THE TOP OF WHICH
 OF1412'IS 10 INCHES BELOW THE SURFACE AND HAS A SMALL DRILL HOLE IN
 OF1412'THE CENTER.
 OF1412'
 OF1412'REFERENCE MARK NO. 1 IS NORTH OF THE STATION IN THE FENCE
 OF1412'LINE.  IT IS A SQUARE GRANITE POST WHICH PROJECTS 14
 OF1412'INCHES.  U.S. IS CUT IN THE TOP OF THE POST.
 OF1412'
 OF1412'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND IS ALSO A
 OF1412'SQUARE GRANITE POST WHICH PROJECTS 12 INCHES.  IT IS IN THE FENCE
 OF1412'LINE AND IS MARKED U.S. ON TOP.
 OF1412'
 OF1412'ANOTHER REFERENCE MARK IS ABOUT 0.15 MILE WEST OF THE STATION
 OF1412'AT THE FOOT OF THE HILL, 4 FEET WEST OF FENCE, 16 PACES SOUTH
 OF1412'OF TELEPHONE POLE, AND 25 FEET EAST OF THE CENTERLINE OF THE
 OF1412'ROAD.  IT IS A SQUARE GRANITE POST AND HAS U.S. CUT IN THE TOP
 OF1412'OF IT.
 OF1412'
 OF1412'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION.  IT
 OF1412'CONSISTS OF A STANDARD BRONZE DISK SET FLUSH IN THE CONCRETE
 OF1412'ENTRANCE TO MAIN BARN.  IT IS AT THE NORTHWEST CORNER OF THE DOOR,
 OF1412'SIX INCHES WEST OF THE BARN.  THIS IS THE MAIN BARN BELONGING
 OF1412'TO MR. WARD SYRON AND IS ABOUT 250 FEET SOUTH OF HIS HOUSE.  THE
 OF1412'MARK IS STAMPED--CLYDE USLS 1942.
 OF1412'
 OF1412'REACHED FROM CLYDE AT THE JUNCTION OF STATE ROUTES NO. 31 AND
 OF1412'NO. 89 AT THE EAST END OF SMALL PARK BY GOING SOUTH ON ROUTE
 OF1412'NO. 89 FOR 0.3 MILE TO SOUTH END OF RAILROAD BRIDGE.  THEN TURN
 OF1412'LEFT, EAST ON PAVED ROAD AND GO 0.2 MILE TO FORK.  THEN TAKE
 OF1412'RIGHT FORK, SOUTH, AND GO 0.35 MILE TO END OF PAVEMENT, CONTINUE
 OF1412'STRAIGHT AHEAD ON GRAVEL ROAD FOR 1.2 MILES TO A GRAVEL DRIVEWAY
 OF1412'ON LEFT.  THEN TURN LEFT INTO DRIVE AND GO SOUTHEAST FOR 0.15
 OF1412'MILE TO MR. SYRONS HOUSE ON LEFT AND GATE IN FENCE ON
 OF1412'RIGHT.  (AZIMUTH MARK IS ABOUT 250 FEET SOUTH OF THIS POINT),
 OF1412'THEN TURN RIGHT THROUGH GATE.  THEN RIGHT, NORTH, ALONG
 OF1412'FENCE TO END OF RIDGE ABOUT 0.1 MILE.  THEN TURN LEFT,
 OF1412'SOUTH, UP RIDGE AND GO 0.25 MILE TO TOP OF HILL AND STATION.
 OF1412
 OF1412                          STATION RECOVERY (1969)
 OF1412
 OF1412'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (KCH)
 OF1412'STATION, R.M. NOS. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OF1412'CONDITION.
 OF1412
 OF1412                          STATION RECOVERY (1974)
 OF1412
 OF1412'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OF1412'STATION MARK, REFERENCE MARK POSTS SOUTH AND NORTH, AND THE
 OF1412'AZIMUTH MARK WERE RECOVERED.  REFERENCE MARK POST WEST WAS NOT
 OF1412'SEARCHED FOR.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE
 OF1412'NOT CHECKED.  VIEW FROM STATION IS OPEN IN ALL AREAS EXCEPT A
 OF1412'SMALL ARC DUE SOUTH, AND PART OF THE SW QUADRANGLE.
 OF1412'
 OF1412'STATION IS MARKED BY A 6-INCH-SQUARE GRANITE POST, WITH SMALL
 OF1412'DRILL HOLE IN CENTER AND WITH U.S. CUT INTO TOP OF POST.  TOP
 OF1412'OF POST IS 12 INCHES BELOW GROUND.  IT IS ABOUT 570 FEET EAST
 OF1412'OF N.Y. RTE. 414 ON HIGH POINT OF NARROW, NORTH-SOUTH RIDGE.
 OF1412'
 OF1412'REFERENCE POST NO. 1 IS A 6-INCH-SQUARE GRANITE POST, WITH
 OF1412'U.S. CUT INTO THE TOP, PROJECTING 14 INCHES FROM GROUND.
 OF1412'
 OF1412'REFERENCE POST NO. 2 IS A 6-INCH-SQUARE GRANITE POST, WITH
 OF1412'U.S. CUT INTO THE TOP, PROJECTING 12 INCHES FROM GROUND.
 OF1412'
 OF1412'AZ. MARK IS A STANDARD DISK STAMPED CLYDE USLS 1942, CEMENTED
 OF1412'IN A DRILL HOLE IN CONCRETE ENTRANCE OF BARN, AT NORTHWEST CORNER
 OF1412'OF THE DOOR, AND 6 INCHES WEST OF BARN.
 OF1412'
 OF1412'TO REACH STATION FROM INTERSECTION OF N.Y. RTES. 31 AND 414 IN
 OF1412'CLYDE, GO SOUTH ON RTE. 414 FOR 2.0 MILES TO DIRT ROAD LEFT.  GO
 OF1412'LEFT ON DIRT ROAD FOR 0.2 MILE TO FARM BUILDINGS AND AZIMUTH
 OF1412'MARK.  CONTINUE ON OLD ROAD WINDING UPHILL FOR 0.25 MILE TO TOP
 OF1412'AND STATION.
 OF1412
 OF1412                          STATION RECOVERY (1984)
 OF1412
 OF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OF1412'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 OF1412'THE TWO GRANITE POST USED FOR REFERENCE MARKS WERE BOTH FOUND TILTED
 OF1412'OVER.  THE POST WERE STRAIGHTENED UP AND NEW DISTANCES AND DIRECTIONS
 OF1412'WERE OBSERVED TO THEM.  THE AZIMUTH MARK IS BLOCKED BY A BARN.  THE
 OF1412'STATION MARK IS AT THE EAST EDGE OF A CUT-BANK.  A NEW DESCRIPTION
 OF1412'FOLLOWS.
 OF1412'THE STATION IS LOCATED ABOUT 8.0 KM (4.970 MI) WEST OF SAVANNAH, 3.2
 OF1412'KM (2.00 MI) SOUTH OF CLYDE AND ON TOP OF A HIGH NORTH-SOUTH RIDGE.
 OF1412'OWNERSHIP- WARD SYRON, 1222 ROUTE 414 SOUTH, CLYDE, NEW YORK, 14433.
 OF1412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 414 AND 31,
 OF1412'IN CLYDE, GO SOUTH ON HIGHWAY 414 FOR 3.2 KM (2.00 MI) TO A GRAVEL
 OF1412'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE GRAVEL ROAD FOR
 OF1412'0.3 KM (0.20 MI) TO THE FARM YARD AND THE AZIMUTH MARK AND THE END OF
 OF1412'TRUCK TRAVEL.  PACK WEST UP A STEEP HILL FOR ABOUT 100 YARDS TO THE
 OF1412'TOP OF A RIDGE.  PACK SOUTH ALONG THE TOP OF THE RIDGE FOR ABOUT 0.3
 OF1412'KM (0.20 MI) TO THE STATION, ABOUT 100 YARDS SOUTH OF A WIRE GATE.
 OF1412'STATION IS A DRILL HOLE IN THE CENTER OF A 15 CM OR 6 INCH SQUARE
 OF1412'STONE THAT IS FLUSH WITH THE GROUND SURFACE.  THE LETTERS US ARE CUT
 OF1412'INTO THE TOP OF THE STONE.  IT IS LOCATED 5.0 FT (1.5 M) E FROM A WIRE
 OF1412'FENCE AND 0.5 FT (15.2 CM) E FROM A METAL FENCE POST.
 OF1412'REFERENCE MARK NO 1, IS THE TOP CENTER OF A 15 CM (6 INCH) SQUARE
 OF1412'GRANITE POST THAT PROJECTS 36 CM (14 INCHES).  THE LETTERS US ARE CUT
 OF1412'INTO THE TOP OF THE POST.  IT IS LOCATED 30.0 FT (9.1 M) N FROM THE
 OF1412'METAL FENCE POST, 0.5 FT (15.2 CM) W FROM THE WIRE FENCE AND 4.0 FT
 OF1412'(1.2 M) HIGHER THAN THE STATION.
 OF1412'REFERENCE MARK NO 2 IS THE TOP *CENTER OF A 15 CM (6 INCH) SQUARE
 OF1412'GRANITE POST THAT PROJECTS 36 CM OR (14 INCHES).  THE LETTERS US ARE
 OF1412'CUT INTO THE TOP OF THE POST LOCATED 20.0 FT (6.1 M) S FROM THE METAL
 OF1412'FENCE POST, 0.5 FT (15.2 CM) W FROM THE WIRE FENCE, AND 2.0 M (6.6 FT)
 OF1412'HIGHER THAN THE STATION.
 OF1412'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--CLYDE USLS 1942--,
 OF1412'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A SLAB OF CONCRETE
 OF1412'AT THE WEST SIDE OF A BARN LOCATED 17.0 FT (5.2 M) S FROM THE
 OF1412'NORTHWEST CORNER OF THE BARN, 1.7 FT (0.5 M) W FROM THE BARN AT A
 OF1412'POINT AT THE NORTH END OF THE DOOR, AND 0.5 FT (15.2 CM) S FROM THE
 OF1412'NORTH EDGE OF SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1414 ***********************************************************************
 OF1414  DESIGNATION -  CLYDE STANDPIPE
 OF1414  PID         -  OF1414
 OF1414  STATE/COUNTY-  NY/WAYNE
 OF1414  USGS QUAD   -  SAVANNAH (1978)
 OF1414
 OF1414                         *CURRENT SURVEY CONTROL
 OF1414  ___________________________________________________________________
 OF1414* NAD 83(1996)-  43 05 00.04781(N)    076 51 57.16092(W)     ADJUSTED  
 OF1414* NAVD 88     -                                                        
 OF1414  ___________________________________________________________________
 OF1414  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 OF1414  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OF1414
 OF1414  HORZ ORDER  -  THIRD
 OF1414
 OF1414.The horizontal coordinates were established by classical geodetic methods
 OF1414.and adjusted by the National Geodetic Survey in January 1999..
 OF1414
 OF1414
 OF1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1414
 OF1414.The geoid height was determined by GEOID03.
 OF1414
 OF1414;                    North         East     Units Scale Factor Converg.
 OF1414;SPC NY C     -   342,467.469   226,993.628   MT  0.99994401   -0 11 34.8
 OF1414;SPC NY C     - 1,123,578.69    744,728.26   sFT  0.99994401   -0 11 34.8
 OF1414;UTM  18      - 4,771,759.921   348,119.240   MT  0.99988378   -1 16 29.1
 OF1414
 OF1414                          SUPERSEDED SURVEY CONTROL
 OF1414
 OF1414  NAD 83(1986)-  43 05 00.05512(N)    076 51 57.15663(W) AD(       ) 4
 OF1414  NAD 27      -  43 04 59.82800(N)    076 51 58.29200(W) AD(       ) 3
 OF1414
 OF1414.Superseded values are not recommended for survey control.
 OF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1414.See file dsdata.txt to determine how the superseded data were derived.
 OF1414
 OF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN4811971760(NAD 83)
 OF1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1414+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 OF1414
 OF1414  HISTORY     - Date     Condition        Report By
 OF1414  HISTORY     - 1943     MONUMENTED       CGS
 OF1414  HISTORY     - 1983     GOOD             USPSQD
 OF1414  HISTORY     - 19870411 GOOD             USPSQD
 OF1414  HISTORY     - 1989     GOOD             USPSQD
 OF1414  HISTORY     - 19981017 GOOD             USPSQD
 OF1414  HISTORY     - 20040508 GOOD             USPSQD
 OF1414
 OF1414                          STATION DESCRIPTION
 OF1414
 OF1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1414'THIS IS THE CLYDE CITY STANDPIPE AND IS ABOUT 0.2 MILE EAST OF THE
 OF1414'CENTRAL SQUARE IN TOWN.  THIS IS AN ALUMINUM, STEEL PLATE
 OF1414'STANDPIPE ABOUT 70 FEET HIGH WITH A LADDER ON THE NORTH SIDE.  IT
 OF1414'IS ON TOP OF A HILL ABOUT 100 FEET HIGH AND IS ABOUT 200 FEET
 OF1414'NORTH OF ROUTE 31.  THE CENTER OF THE STANDPIPE WAS THE POINT
 OF1414'OBSERVED ON.
 OF1414
 OF1414                          STATION RECOVERY (1983)
 OF1414
 OF1414'RECOVERY NOTE BY US POWER SQUADRON 1983 (RFH)
 OF1414'STATION RECOVERED GOOD.
 OF1414'
 OF1414'DISCRIPTION GOOD - TANK IS NOW PAINTED GRAY WITH WHITE
 OF1414'LETTERS - CLYDE.
 OF1414
 OF1414                          STATION RECOVERY (1987)
 OF1414
 OF1414'RECOVERY NOTE BY US POWER SQUADRON 1987 (EFR)
 OF1414'RECOVERED IN GOOD CONDITION.
 OF1414
 OF1414                          STATION RECOVERY (1989)
 OF1414
 OF1414'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 OF1414'RECOVERED IN GOOD CONDITION.
 OF1414
 OF1414                          STATION RECOVERY (1998)
 OF1414
 OF1414'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1414'RECOVERED IN GOOD CONDITION.
 OF1414
 OF1414                          STATION RECOVERY (2004)
 OF1414
 OF1414'RECOVERY NOTE BY US POWER SQUADRON 2004
 OF1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1541 ***********************************************************************
 OD1541  DESIGNATION -  COA
 OD1541  PID         -  OD1541
 OD1541  STATE/COUNTY-  NY/SARATOGA
 OD1541  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1541
 OD1541                         *CURRENT SURVEY CONTROL
 OD1541  ___________________________________________________________________
 OD1541* NAD 83(1996)-  43 04 04.44522(N)    073 40 57.46673(W)     ADJUSTED  
 OD1541* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 OD1541  ___________________________________________________________________
 OD1541  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 OD1541  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 OD1541
 OD1541  HORZ ORDER  -  SECOND
 OD1541
 OD1541.The horizontal coordinates were established by classical geodetic methods
 OD1541.and adjusted by the National Geodetic Survey in January 1999..
 OD1541
 OD1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1541
 OD1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1541
 OD1541.The geoid height was determined by GEOID03.
 OD1541
 OD1541;                    North         East     Units Scale Factor Converg.
 OD1541;SPC NY E     -   470,538.848   216,569.230   MT  0.99995450   +0 33 29.4
 OD1541;SPC NY E     - 1,543,759.54    710,527.55   sFT  0.99995450   +0 33 29.4
 OD1541;UTM  18      - 4,769,197.281   607,259.025   MT  0.99974153   +0 53 58.8
 OD1541
 OD1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1541!SPC NY E     -   0.99998867  x   0.99995450  =   0.99994317
 OD1541!UTM  18      -   0.99998867  x   0.99974153  =   0.99973021
 OD1541
 OD1541:                Primary Azimuth Mark                     Grid Az
 OD1541:SPC NY E     -  COA 1                                    080 12 27.9
 OD1541:UTM  18      -  COA 1                                    079 51 58.5
 OD1541
 OD1541|---------------------------------------------------------------------|
 OD1541| PID    Reference Object                     Distance      Geod. Az  |
 OD1541|                                                           dddmmss.s |
 OD1541| DA3252 COA 1                                              0804557.3 |
 OD1541| OD1542 COA A SACGS 1973                      9.221 METERS 12852     |
 OD1541| DA3253 COA 2                                              1920102.8 |
 OD1541|---------------------------------------------------------------------|
 OD1541
 OD1541                          SUPERSEDED SURVEY CONTROL
 OD1541
 OD1541  NAD 83(1996)-  43 04 04.44751(N)    073 40 57.46750(W) AD(       ) 2
 OD1541  NAD 83(1996)-  43 04 04.44773(N)    073 40 57.46765(W) AD(       ) 2
 OD1541  NAD 83(1992)-  43 04 04.44839(N)    073 40 57.46737(W) AD(       ) 2
 OD1541  NAD 83(1992)-  43 04 04.44854(N)    073 40 57.46749(W) AD(       ) 2
 OD1541  NAD 83(1986)-  43 04 04.44946(N)    073 40 57.46676(W) AD(       ) 2
 OD1541  NAD 27      -  43 04 04.18041(N)    073 40 59.04368(W) AD(       ) 2
 OD1541  NGVD 29 (07/19/86)  103.1    (m)          338.     (f) VERT ANG       
 OD1541
 OD1541.Superseded values are not recommended for survey control.
 OD1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1541.See file dsdata.txt to determine how the superseded data were derived.
 OD1541
 OD1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0725969197(NAD 83)
 OD1541_MARKER: DD = SURVEY DISK
 OD1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1541
 OD1541  HISTORY     - Date     Condition        Report By
 OD1541  HISTORY     - 1973     MONUMENTED       NY-091
 OD1541  HISTORY     - 20020809 MARK NOT FOUND   USPSQD
 OD1541  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 OD1541
 OD1541                          STATION DESCRIPTION
 OD1541
 OD1541'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1541'THE STATION IS LOCATED 3.0 MILES NORTHWEST OF QUAKER SPRINGS,
 OD1541'6.0 MILES SOUTHWEST OF SCHUYLERVILLE, AND 5.5 MILES EAST OF
 OD1541'SARATOGA SPRINGS IN THE TOWNSHIP OF SARATOGA.
 OD1541'
 OD1541'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE GO
 OD1541'SOUTH ON U.S. HIGHWAY 4 FOR 0.30 MILE TO THE Y-INTERSECTION OF
 OD1541'STATE HIGHWAY 32 (HORRIGAN AVENUE) ON RIGHT.  BEAR RIGHT AND GO
 OD1541'SOUTHWEST ON STATE HIGHWAY 32 FOR 3.4 MILES TO THE JUNCTION OF
 OD1541'COUNTY HIGHWAY 68 ON RIGHT.  TURN RIGHT AND GO WESTERLY ON
 OD1541'COUNTY HIGHWAY 68 FOR 2.75 MILES TO THE T-INTERSECTION OF
 OD1541'WAGMANS RIDGE ROAD ON LEFT.  TURN LEFT AND GO SOUTH ON WAGMANS
 OD1541'RIDGE ROAD FOR 0.90 MILE TO JUNCTION OF COUNTY HIGHWAY 67
 OD1541'AND STATION IN NORTHERN EDGE OF A GRASSY TRIANGLE.
 OD1541'
 OD1541'TO REACH AZIMUTH MARK, COA-1(SACGS), FROM THE STATION GO NORTH
 OD1541'ON WAGMANS RIDGE ROAD FOR 0.10 MILE TO T-INTERSECTION OF SOUTHARD
 OD1541'ROAD ON RIGHT.  TURN RIGHT AND GO EAST ON SOUTHARD ROAD FOR 0.25
 OD1541'MILE TO MARK ON LEFT.
 OD1541'
 OD1541'TO REACH AZIMUTH MARK, COA-2 (SACGS), FROM THE STATION GO SOUTHWEST
 OD1541'ON COUNTY HIGHWAY 67 FOR 0.15 MILE TO MARK ON RIGHT.
 OD1541'
 OD1541'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1541'SURVEY STAMPED COA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1541'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1541'THE GROUND.  IT IS LOCATED 92.7 FEET NORTHEAST OF POLE NM 31 ON
 OD1541'THE SOUTH SIDE OF COUNTY HIGHWAY 67, 63.0 FEET SOUTHWEST OF
 OD1541'POLE NM 23 ON THE EAST SIDE OF WAGMANS RIDGE ROAD, 23.0 FEET
 OD1541'SOUTHEAST OF THE CENTERLINE OF THE NORTHWESTERLY BRANCH OF
 OD1541'WAGMANS RIDGE ROAD, 41.5 FEET WEST OF THE CENTERLINE OF THE
 OD1541'EASTERLY BRANCH OF WAGMANS RIDGE ROAD, AND 67.5 FEET NORTHEAST OF
 OD1541'THE CENTERLINE OF COUNTY HIGHWAY 67.  THE
 OD1541'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1541'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1541'
 OD1541'AZIMUTH MARK, COA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1541'COUNTY GEODETIC SURVEY STAMPED COA-1.  IT IS SET IN THE TOP OF A
 OD1541'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1541'THE GROUND.  IT IS LOCATED 108.2 FEET WEST OF A POLE (UNMARKED) ON
 OD1541'THE NORTH SIDE OF SOUTHARD ROAD, 65.3 FEET NORTHEAST OF POLE 46,
 OD1541'101.7 FEET NORTH OF A 14-INCH WILLOW TREE BOTH ON THE SOUTH SIDE
 OD1541'OF SOUTHARD ROAD AND 16.0 FEET NORTH OF THE CENTERLINE OF
 OD1541'SOUTHARD ROAD.
 OD1541'
 OD1541'AZIMUTH MARK, COA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1541'COUNTY GEODETIC SURVEY STAMPED COA-2.  IT IS SET IN THE TOP OF
 OD1541'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.60 FOOT BELOW
 OD1541'THE GROUND.  IT IS LOCATED 126.2 FEET NORTHWEST OF A ROAD SIGN,
 OD1541'133.0 FEET SOUTHWEST OF THE CENTER OF THE EAST END OF A CONCRETE
 OD1541'HEADWALL BOTH ON THE EAST SIDE OF COUNTY HIGHWAY 67, 129.0 FEET
 OD1541'SOUTH OF THE CENTER OF THE WEST END OF THE CONCRETE HEADWALL ON
 OD1541'THE WEST SIDE OF COUNTY HIGHWAY 67 AND 13.7 FEET WEST OF THE
 OD1541'CENTERLINE OF COUNTY HIGHWAY 67.
 OD1541'
 OD1541'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 OD1541
 OD1541                          STATION RECOVERY (2002)
 OD1541
 OD1541'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1541'MARK NOT FOUND.
 OD1541
 OD1541                          STATION RECOVERY (2005)
 OD1541
 OD1541'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4152 ***********************************************************************
 KU4152  DESIGNATION -  COAST GUARD 68 CUPOLA
 KU4152  PID         -  KU4152
 KU4152  STATE/COUNTY-  NY/SUFFOLK
 KU4152  USGS QUAD   -  EAST HAMPTON (1976)
 KU4152
 KU4152                         *CURRENT SURVEY CONTROL
 KU4152  ___________________________________________________________________
 KU4152* NAD 83(1996)-  40 58 13.49177(N)    072 07 31.15137(W)     ADJUSTED  
 KU4152* NAVD 88     -                                                        
 KU4152  ___________________________________________________________________
 KU4152  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KU4152  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU4152
 KU4152  HORZ ORDER  -  THIRD
 KU4152
 KU4152.The horizontal coordinates were established by classical geodetic methods
 KU4152.and adjusted by the National Geodetic Survey in January 1999..
 KU4152
 KU4152
 KU4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4152
 KU4152.The geoid height was determined by GEOID03.
 KU4152
 KU4152;                    North         East     Units Scale Factor Converg.
 KU4152;SPC NY L     -    90,942.423   457,784.568   MT  0.99999710   +1 13 34.3
 KU4152;SPC NY L     -   298,366.93  1,501,914.87   sFT  0.99999710   +1 13 34.3
 KU4152;UTM  18      - 4,539,453.230   741,887.493   MT  1.00032019   +1 53 08.7
 KU4152
 KU4152                          SUPERSEDED SURVEY CONTROL
 KU4152
 KU4152  NAD 83(1996)-  40 58 13.49176(N)    072 07 31.15152(W) AD(       ) 4
 KU4152  NAD 83(1992)-  40 58 13.49019(N)    072 07 31.15102(W) AD(       ) 4
 KU4152  NAD 83(1986)-  40 58 13.49241(N)    072 07 31.15838(W) AD(       ) 4
 KU4152  NAD 27      -  40 58 13.13000(N)    072 07 32.86000(W) AD(       ) 3
 KU4152
 KU4152.Superseded values are not recommended for survey control.
 KU4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4152.See file dsdata.txt to determine how the superseded data were derived.
 KU4152
 KU4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4188739453(NAD 83)
 KU4152_MARKER: 86 = CUPOLA
 KU4152
 KU4152  HISTORY     - Date     Condition        Report By
 KU4152  HISTORY     - 1921     FIRST OBSERVED   CGS
 KU4152  HISTORY     - 1933     GOOD             CGS
 KU4152  HISTORY     - 1962     GOOD             CGS
 KU4152
 KU4152                          STATION DESCRIPTION
 KU4152
 KU4152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4152'RECOVERED THE CUPOLA ON THE COAST GUARD STATION AND WAS SAID
 KU4152'TO BE THE SAME CUPOLA FOR A GREAT MANY YEARS.
 KU4152
 KU4152                          STATION RECOVERY (1962)
 KU4152
 KU4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4152'RECOVERED IN FAIR CONDITION.  THE COAST GUARD STATION HAS BEEN
 KU4152'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3413 ***********************************************************************
 LW3413  DESIGNATION -  COAST GUARD CUPOLA
 LW3413  PID         -  LW3413
 LW3413  STATE/COUNTY-  NY/SUFFOLK
 LW3413  USGS QUAD   -  MYSTIC (1984)
 LW3413
 LW3413                         *CURRENT SURVEY CONTROL
 LW3413  ___________________________________________________________________
 LW3413* NAD 83(1996)-  41 16 59.14162(N)    071 56 39.29745(W)     ADJUSTED  
 LW3413* NAVD 88     -                                                        
 LW3413  ___________________________________________________________________
 LW3413  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 LW3413  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LW3413
 LW3413  HORZ ORDER  -  THIRD
 LW3413
 LW3413.The horizontal coordinates were established by classical geodetic methods
 LW3413.and adjusted by the National Geodetic Survey in January 1999..
 LW3413
 LW3413
 LW3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3413
 LW3413.The geoid height was determined by GEOID03.
 LW3413
 LW3413;                    North         East     Units Scale Factor Converg.
 LW3413;SPC NY L     -   126,000.192   472,207.029   MT  1.00002341   +1 20 40.7
 LW3413;SPC NY L     -   413,385.63  1,549,232.56   sFT  1.00002341   +1 20 40.7
 LW3413;SPC CT       -   202,664.290   372,300.231   MT  0.99999265   +0 32 03.3
 LW3413;SPC CT       -   664,907.76  1,221,455.01   sFT  0.99999265   +0 32 03.3
 LW3413;UTM  19      - 4,574,365.844   253,432.392   MT  1.00034828   -1 56 36.7
 LW3413;UTM  18      - 4,574,688.762   755,906.486   MT  1.00040604   +2 01 02.0
 LW3413
 LW3413                          SUPERSEDED SURVEY CONTROL
 LW3413
 LW3413  NAD 83(1996)-  41 16 59.14156(N)    071 56 39.29745(W) AD(       ) 4
 LW3413  NAD 83(1992)-  41 16 59.14001(N)    071 56 39.29641(W) AD(       ) 4
 LW3413  NAD 83(1986)-  41 16 59.14072(N)    071 56 39.30186(W) AD(       ) 4
 LW3413  NAD 27      -  41 16 58.78700(N)    071 56 41.04800(W) AD(       ) 3
 LW3413
 LW3413.Superseded values are not recommended for survey control.
 LW3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3413.See file dsdata.txt to determine how the superseded data were derived.
 LW3413
 LW3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5343274366(NAD 83)
 LW3413_MARKER: 86 = CUPOLA
 LW3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3413+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2001
 LW3413
 LW3413  HISTORY     - Date     Condition        Report By
 LW3413  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3413  HISTORY     - 1954     GOOD             CGS
 LW3413  HISTORY     - 20011117 GOOD             USPSQD
 LW3413
 LW3413                          STATION DESCRIPTION
 LW3413
 LW3413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3413'THE FISHERS ISLAND COAST GUARD STATION IS ON THE N SIDE OF
 LW3413'FISHERS ISLAND W OF EAST HARBOR.  THE BUILDING IS A 1 1/2-STORY
 LW3413'FRAME STRUCTURE WITH SHINGLE SIDING AND A RED TILE ROOF.  THERE
 LW3413'ARE TWO DORMERS ON THE S SIDE OF THE BUILDING ONE ON EACH SIDE OF
 LW3413'THE LOOKOUT TOWER.  THE TOWER IS OCTAGONAL AND IS ALSO SIDED
 LW3413'WITH SHINGLES.  IT HAS AN OCTAGONAL PYRAMID ROOF SURMOUNTED BY
 LW3413'A BALL.  THE STATION IS THE APEX OF THE ROOF.  HEIGHT ABOUT
 LW3413'60 FEET.
 LW3413
 LW3413                          STATION RECOVERY (1954)
 LW3413
 LW3413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3413'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LW3413'ADEQUATE AND COMPLETE.
 LW3413
 LW3413                          STATION RECOVERY (2001)
 LW3413
 LW3413'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0115 ***********************************************************************
 OG0115  DESIGNATION -  COATES
 OG0115  PID         -  OG0115
 OG0115  STATE/COUNTY-  NY/NIAGARA
 OG0115  USGS QUAD   -  
 OG0115
 OG0115                         *CURRENT SURVEY CONTROL
 OG0115  ___________________________________________________________________
 OG0115* NAD 83(1986)-  43 21 50.     (N)    078 33 09.     (W)     SCALED    
 OG0115* NAVD 88     -        89.266  (meters)     292.87   (feet)  ADJUSTED  
 OG0115  ___________________________________________________________________
 OG0115  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 OG0115  DYNAMIC HT  -          89.247 (meters)     292.80  (feet)  COMP
 OG0115  MODELED GRAV-     980,412.6   (mgal)                       NAVD 88
 OG0115
 OG0115  VERT ORDER  -  FIRST     CLASS II
 OG0115
 OG0115.The horizontal coordinates were scaled from a topographic map and have
 OG0115.an estimated accuracy of +/- 6 seconds.
 OG0115
 OG0115.The orthometric height was determined by differential leveling
 OG0115.and adjusted by the National Geodetic Survey in June 1991..
 OG0115
 OG0115.The geoid height was determined by GEOID03.
 OG0115
 OG0115.The dynamic height is computed by dividing the NAVD 88
 OG0115.geopotential number by the normal gravity value computed on the
 OG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0115.degrees latitude (g = 980.6199 gals.).
 OG0115
 OG0115.The modeled gravity was interpolated from observed gravity values.
 OG0115
 OG0115;                    North         East    Units  Estimated Accuracy
 OG0115;SPC NY W     -   373,600.      352,500.      MT  (+/- 180 meters Scaled)
 OG0115
 OG0115                          SUPERSEDED SURVEY CONTROL
 OG0115
 OG0115  NGVD 29 (??/??/92)   89.450  (m)          293.47   (f) ADJ UNCH    1 2
 OG0115
 OG0115.Superseded values are not recommended for survey control.
 OG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0115.See file dsdata.txt to determine how the superseded data were derived.
 OG0115
 OG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ983041(NAD 83)
 OG0115_MARKER: Z = SEE DESCRIPTION
 OG0115_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0115+WITH SETTING: INTO GROUND
 OG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0115+STABILITY: SURFACE MOTION
 OG0115
 OG0115  HISTORY     - Date     Condition        Report By
 OG0115  HISTORY     - UNK      MONUMENTED       USLS
 OG0115  HISTORY     - 1967     GOOD             USLS
 OG0115
 OG0115                          STATION DESCRIPTION
 OG0115
 OG0115'DESCRIBED BY US LAKE SURVEY 1967
 OG0115'7.5 MI E FROM OLCOTT.
 OG0115'IS IN NIAGARA COUNTY, NEW YORK, FROM HIGHWAY 78 IN OLCOTT, 7.5 MILES
 OG0115'EAST ALONG LAKE ROAD (HIGHWAY 18) TO HARTLAND ROAD, THEN 0.9 MILES
 OG0115'NORTH ON HARTLAND ROAD TO A NINETY DEGREE CURVE, THENCE 1.0 MILE EAST
 OG0115'ON LOWER LAKE ROAD TO A TWO STORY FRAME DWELLING OF WALLACE COATES ON
 OG0115'NORTH SIDE OF THE ROAD, 0.2 MILES EAST OF QUAKER ROAD, 75 FEET FROM
 OG0115'CENTERLINE OF LOWER LAKE ROAD, 26.8 FEET NORTHWEST OF A 14-INCH
 OG0115'MAPLE, 1.7 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE WITH WEST FACE
 OG0115'OF DWELLING, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OG0115'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8 FEET
 OG0115'LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1532 ***********************************************************************
 OD1532  DESIGNATION -  COB
 OD1532  PID         -  OD1532
 OD1532  STATE/COUNTY-  NY/SARATOGA
 OD1532  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1532
 OD1532                         *CURRENT SURVEY CONTROL
 OD1532  ___________________________________________________________________
 OD1532* NAD 83(1996)-  43 02 54.26340(N)    073 40 09.37875(W)     ADJUSTED  
 OD1532* NAVD 88     -       105.3    (meters)     345.     (feet)  VERTCON   
 OD1532  ___________________________________________________________________
 OD1532  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 OD1532  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 OD1532
 OD1532  HORZ ORDER  -  SECOND
 OD1532
 OD1532.The horizontal coordinates were established by classical geodetic methods
 OD1532.and adjusted by the National Geodetic Survey in January 1999..
 OD1532
 OD1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1532
 OD1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1532
 OD1532.The geoid height was determined by GEOID03.
 OD1532
 OD1532;                    North         East     Units Scale Factor Converg.
 OD1532;SPC NY E     -   468,383.965   217,678.573   MT  0.99995633   +0 34 01.5
 OD1532;SPC NY E     - 1,536,689.73    714,167.12   sFT  0.99995633   +0 34 01.5
 OD1532;UTM  18      - 4,767,049.503   608,380.952   MT  0.99974450   +0 54 30.5
 OD1532
 OD1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1532!SPC NY E     -   0.99998830  x   0.99995633  =   0.99994464
 OD1532!UTM  18      -   0.99998830  x   0.99974450  =   0.99973281
 OD1532
 OD1532:                Primary Azimuth Mark                     Grid Az
 OD1532:SPC NY E     -  MEASE                                    026 58 38.9
 OD1532:UTM  18      -  MEASE                                    026 38 09.9
 OD1532
 OD1532|---------------------------------------------------------------------|
 OD1532| PID    Reference Object                     Distance      Geod. Az  |
 OD1532|                                                           dddmmss.s |
 OD1532| OD1527 MEASE                               APPROX. 2.6 KM 0273240.4 |
 OD1532| DA3255 COB 2                                              1352742.5 |
 OD1532| OD1533 COB A SACGS 1973                     10.450 METERS 16510     |
 OD1532| DA3254 COB 1                                              2920317.2 |
 OD1532|---------------------------------------------------------------------|
 OD1532
 OD1532                          SUPERSEDED SURVEY CONTROL
 OD1532
 OD1532  NAD 83(1996)-  43 02 54.26566(N)    073 40 09.37957(W) AD(       ) 2
 OD1532  NAD 83(1996)-  43 02 54.26588(N)    073 40 09.37972(W) AD(       ) 2
 OD1532  NAD 83(1992)-  43 02 54.26654(N)    073 40 09.37946(W) AD(       ) 2
 OD1532  NAD 83(1992)-  43 02 54.26669(N)    073 40 09.37958(W) AD(       ) 2
 OD1532  NAD 83(1986)-  43 02 54.26765(N)    073 40 09.37885(W) AD(       ) 2
 OD1532  NAD 27      -  43 02 53.99794(N)    073 40 10.95766(W) AD(       ) 2
 OD1532  NGVD 29 (07/19/86)  105.5    (m)          346.     (f) VERT ANG       
 OD1532
 OD1532.Superseded values are not recommended for survey control.
 OD1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1532.See file dsdata.txt to determine how the superseded data were derived.
 OD1532
 OD1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0838167050(NAD 83)
 OD1532_MARKER: DD = SURVEY DISK
 OD1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1532
 OD1532  HISTORY     - Date     Condition        Report By
 OD1532  HISTORY     - 1973     MONUMENTED       NY-091
 OD1532  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 OD1532
 OD1532                          STATION DESCRIPTION
 OD1532
 OD1532'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1532'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF QUAKER SPRINGS,
 OD1532'6.0 MILES SOUTHWEST OF SCHUYLERVILLE, AND 6.5 MILES SOUTHEAST
 OD1532'OF SARATOGA SPRINGS IN THE TOWNSHIP OF SARATOGA.
 OD1532'
 OD1532'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE GO
 OD1532'SOUTH ON U.S. HIGHWAY 4 FOR 0.30 MILE TO Y-INTERSECTION OF
 OD1532'STATE HIGHWAY 32 (HORRIGAN AVENUE).  BEAR RIGHT AND GO SOUTHWEST
 OD1532'AND SOUTH ON STATE HIGHWAY 32 FOR 5.7 MILES TO THE INTERSECTION
 OD1532'OF COUNTY HIGHWAY 67 AND SPRING ROAD.  TURN RIGHT AND GO WESTERLY
 OD1532'ON COUNTY HIGHWAY 67 FOR 2.0 MILES TO AZIMUTH MARK, COB-2
 OD1532'(SACGS), ON LEFT.  CONTINUE NORTHWEST ON COUNTY HIGHWAY 67 FOR
 OD1532'0.15 MILE TO STATION ON RIGHT.
 OD1532'
 OD1532'TO REACH AZIMUTH MARK, COB-1 (SACGS), FROM THE STATION GO
 OD1532'NORTHWEST ON COUNTY HIGHWAY 67 FOR 0.15 MILE TO MARK ON RIGHT.
 OD1532'
 OD1532'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1532'SURVEY STAMPED COB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1532'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1532'THE GROUND.  IT IS LOCATED 59.5 FEET SOUTHEAST OF POLE 160, NYT
 OD1532'20, 21.0 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF A
 OD1532'CONCRETE HEADWALL ON THE NORTHEAST SIDE OF COUNTY HIGHWAY 67,
 OD1532'43.0 FEET NORTHEAST OF THE CENTER OF THE SOUTHWEST END OF A
 OD1532'CONCRETE HEADWALL ON THE SOUTHWEST SIDE OF COUNTY HIGHWAY 67,
 OD1532'AND 15.0 FEET NORTHEAST OF THE CENTERLINE OF COUNTY
 OD1532'HIGHWAY 67.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1532'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1532'
 OD1532'AZIMUTH MARK, COB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1532'COUNTY GEODETIC SURVEY STAMPED COB-1.  IT IS SET IN THE TOP OF A
 OD1532'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1532'THE GROUND.  IT IS LOCATED 119.8 FEET NORTHWEST OF A 10-INCH
 OD1532'CHERRY TREE ON THE SOUTH SIDE OF COUNTY HIGHWAY 67, 37.0 FEET
 OD1532'SOUTHEAST OF A 20-INCH SHAGBARK HICKORY TREE, 27.2 FEET
 OD1532'SOUTHEAST OF POLE 60, NYT 18, BOTH ON THE NORTH SIDE OF COUNTY
 OD1532'HIGHWAY 67 AND 14.0 FEET NORTH OF THE CENTERLINE OF COUNTY
 OD1532'HIGHWAY 67.
 OD1532'
 OD1532'AZIMUTH MARK, COB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1532'COUNTY GEODETIC SURVEY STAMPED COB-2.  IT IS SET IN THE TOP OF A
 OD1532'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1532'THE GROUND.  IT IS LOCATED 15.0 FEET NORTHEAST OF A 12-INCH OAK
 OD1532'TREE ON THE SOUTHWEST SIDE OF COUNTY HIGHWAY 67, 53.0 FEET
 OD1532'SOUTHWEST OF A FENCE CORNER, 46.2 FEET SOUTH OF POLE 22 BOTH ON
 OD1532'THE NORTHEAST SIDE OF COUNTY HIGHWAY 67 AND 17.2 FEET SOUTHWEST
 OD1532'OF THE CENTERLINE OF COUNTY HIGHWAY 67.
 OD1532'
 OD1532'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 OD1532
 OD1532                          STATION RECOVERY (2005)
 OD1532
 OD1532'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0927 ***********************************************************************
 OG0927  DESIGNATION -  COBB
 OG0927  PID         -  OG0927
 OG0927  STATE/COUNTY-  NY/ERIE
 OG0927  USGS QUAD   -  
 OG0927
 OG0927                         *CURRENT SURVEY CONTROL
 OG0927  ___________________________________________________________________
 OG0927* NAD 83(1996)-  43 02 31.18364(N)    079 00 18.24168(W)     ADJUSTED  
 OG0927* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 OG0927  ___________________________________________________________________
 OG0927  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OG0927  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OG0927
 OG0927  HORZ ORDER  -  THIRD
 OG0927
 OG0927.The horizontal coordinates were established by classical geodetic methods
 OG0927.and adjusted by the National Geodetic Survey in January 1999..
 OG0927
 OG0927.The orthometric height was scaled from a topographic map.
 OG0927
 OG0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0927
 OG0927.The geoid height was determined by GEOID03.
 OG0927
 OG0927;                    North         East     Units Scale Factor Converg.
 OG0927;SPC NY W     -   337,921.464   315,636.973   MT  0.99995202   -0 17 16.3
 OG0927;SPC NY W     - 1,108,664.00  1,035,552.30   sFT  0.99995202   -0 17 16.3
 OG0927;UTM  17      - 4,767,409.558   662,495.205   MT  0.99992484   +1 21 42.9
 OG0927
 OG0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0927!SPC NY W     -   0.99997753  x   0.99995202  =   0.99992955
 OG0927!UTM  17      -   0.99997753  x   0.99992484  =   0.99990237
 OG0927
 OG0927|---------------------------------------------------------------------|
 OG0927| PID    Reference Object                     Distance      Geod. Az  |
 OG0927|                                                           dddmmss.s |
 OG0927| CZ9233 COBB RM 1                            34.393 METERS 05248     |
 OG0927| CZ9234 COBB RM 2                            19.702 METERS 14125     |
 OG0927| OG1029 SPRUCE                              APPROX. 1.1 KM 2481016.4 |
 OG0927|---------------------------------------------------------------------|
 OG0927
 OG0927                          SUPERSEDED SURVEY CONTROL
 OG0927
 OG0927  NAD 83(1986)-  43 02 31.18945(N)    079 00 18.23952(W) AD(       ) 3
 OG0927  NAD 27      -  43 02 30.98448(N)    079 00 19.08428(W) AD(       ) 3
 OG0927
 OG0927.Superseded values are not recommended for survey control.
 OG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0927.See file dsdata.txt to determine how the superseded data were derived.
 OG0927
 OG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6249567410(NAD 83)
 OG0927_MARKER: B = BOLT
 OG0927_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0927
 OG0927  HISTORY     - Date     Condition        Report By
 OG0927  HISTORY     - 1909     MONUMENTED       IWC
 OG0927  HISTORY     - 1941     GOOD             IBC
 OG0927  HISTORY     - 1948     MARK NOT FOUND   IBC
 OG0927  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0927
 OG0927                          STATION DESCRIPTION
 OG0927
 OG0927'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0927'ON THE NORTHWEST END OF GRAND ISLAND, ONE - HALF MILE NORTH OF THE
 OG0927'INTERSECTION OF BEDELL AND WEST RIVER ROADS, AND ABOUT 125 FEET
 OG0927'SOUTH OF THE DRIVEWAY TO M CARVERS HOUSE.  ACROSS THE ROAD FROM
 OG0927'M CARVERS HOUSE AT A POINT NORTHEAST OF THE STATION A SUMMER CAMP
 OG0927'HOUSE AND BOATHOUSE HAVE BEEN BUILT.  THE STATION IS 30 FEET WEST OF
 OG0927'WEST RIVER ROAD, 6 FEET FROM THE EDGE OF THE RIVER BANK, AND 1 FOOT
 OG0927'WEST OF A CYLINDER OF CONCRETE SET WITH ITS TOP 1 INCH BELOW THE
 OG0927'SURFACE OF THE GROUND.  UNDER GRADED PARKWAY IN 1956.
 OG0927'
 OG0927'STATION MARK, A BRASS BOLT 3/8-INCH IN DIAMETER SET 6 INCHES BELOW
 OG0927'THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE.
 OG0927'THERE ARE TWO REFERENCES.  NO 1 IS A USLS STANDARD BRONZE - DISK
 OG0927'REFERENCE MARK SET 2 INCHES ABOVE THE SURFACE OF THE GROUND IN THE
 OG0927'TOP OF A CYLINDER OF CONCRETE.  THE REFERENCE IS SITUATED IN A LINE
 OG0927'OF ELMS ON THE EAST SIDE OF THE ROAD AND BEARS N - 61 DEGREES - E
 OG0927'FROM THE STATION, DISTANT 112.84 FEET.  NO 2 IS A SIMILAR MARK
 OG0927'BEARING S - 30 DEGREES - E FROM THE STATION, DISTANT 64.64 FEET.
 OG0927'NO 2, ALSO, IS IN A LINE OF ELMS ON THE EAST SIDE OF THE ROAD.
 OG0927
 OG0927                          STATION RECOVERY (1941)
 OG0927
 OG0927'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0927'STATION RECOVERED IN GOOD CONDITION.
 OG0927
 OG0927                          STATION RECOVERY (1948)
 OG0927
 OG0927'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1948 (NWS)
 OG0927'STATION LOST.
 OG0927
 OG0927                          STATION RECOVERY (1971)
 OG0927
 OG0927'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0927'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1808 ***********************************************************************
 OF1808  DESIGNATION -  COBB
 OF1808  PID         -  OF1808
 OF1808  STATE/COUNTY-  NY/MONROE
 OF1808  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1808
 OF1808                         *CURRENT SURVEY CONTROL
 OF1808  ___________________________________________________________________
 OF1808* NAD 83(1996)-  43 08 27.39934(N)    077 34 05.43463(W)     ADJUSTED  
 OF1808* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 OF1808  ___________________________________________________________________
 OF1808  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 OF1808  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OF1808
 OF1808  HORZ ORDER  -  FIRST
 OF1808
 OF1808.The horizontal coordinates were established by classical geodetic methods
 OF1808.and adjusted by the National Geodetic Survey in January 1999..
 OF1808
 OF1808.The orthometric height was scaled from a topographic map.
 OF1808
 OF1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1808
 OF1808.The geoid height was determined by GEOID03.
 OF1808
 OF1808;                    North         East     Units Scale Factor Converg.
 OF1808;SPC NY W     -   349,327.414   432,582.560   MT  1.00002137   +0 41 39.1
 OF1808;SPC NY W     - 1,146,085.02  1,419,231.28   sFT  1.00002137   +0 41 39.1
 OF1808;UTM  18      - 4,779,668.386   291,146.632   MT  1.00013662   -1 45 24.3
 OF1808
 OF1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1808!SPC NY W     -   0.99997565  x   1.00002137  =   0.99999702
 OF1808!UTM  18      -   0.99997565  x   1.00013662  =   1.00011227
 OF1808
 OF1808|---------------------------------------------------------------------|
 OF1808| PID    Reference Object                     Distance      Geod. Az  |
 OF1808|                                                           dddmmss.s |
 OF1808| DE4795 COBB WM 1                            16.750 METERS 08141     |
 OF1808| DE4796 COBB WM 2                             8.420 METERS 14628     |
 OF1808| DE4797 COBB WM 3                             6.480 METERS 20324     |
 OF1808| OF1810 PINNACLE HILL RESET                 APPROX. 1.6 KM 2454413.2 |
 OF1808| DE4798 COBB WM 4                             6.320 METERS 29047     |
 OF1808|---------------------------------------------------------------------|
 OF1808
 OF1808                          SUPERSEDED SURVEY CONTROL
 OF1808
 OF1808  NAD 83(1986)-  43 08 27.40777(N)    077 34 05.43373(W) AD(       ) 1
 OF1808  NAD 27      -  43 08 27.18400(N)    077 34 06.43700(W) AD(       ) 1
 OF1808
 OF1808.Superseded values are not recommended for survey control.
 OF1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1808.See file dsdata.txt to determine how the superseded data were derived.
 OF1808
 OF1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9114779668(NAD 83)
 OF1808
 OF1808  HISTORY     - Date     Condition        Report By
 OF1808  HISTORY     - 1925     MONUMENTED       CGS
 OF1808  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1808  HISTORY     - 19950415 MARK NOT FOUND   USPSQD
 OF1808
 OF1808                          STATION DESCRIPTION
 OF1808
 OF1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1808'IN ROCHESTER, AT THE PEAK OF COBBS HILL, ABOUT 65 METERS WEST
 OF1808'OF THE CENTER OF THE ONTARIO STEEL WATER TANK, 3.00 METERS
 OF1808'SOUTH OF THE TANGENT LINE TO THE NORTH POINT OF THIS TANK,
 OF1808'16.75 METERS WEST OF AN 8-INCH WHITE OAK TREE MARKED WITH
 OF1808'A TRIANGULAR BLAZE WITH A SPIKE IN THE CENTER 1.37 METERS ABOVE
 OF1808'THE GROUND, 8.42 METERS NORTHWEST OF A 9-INCH RED OAK TREE
 OF1808'MARKED WITH A TRIANGULAR BLAZE WITH A SPIKE IN THE CENTER 1.23
 OF1808'METERS ABOVE THE GROUND, 6.48 METERS NORTHEAST OF A 6-INCH
 OF1808'WHITE OAK TREE MARKED WITH A TRIANGULAR BLAZE WITH A SPIKE IN
 OF1808'THE CENTER 1.49 METERS ABOVE THE GROUND, AND 6.32 METERS
 OF1808'SOUTHEAST OF A 10-INCH RED OAK TREE MARKED WITH A
 OF1808'TRIANGULAR BLAZE WITH A SPIKE IN THE CENTER 1.70 METERS ABOVE
 OF1808'THE GROUND.  STATION MARK IS A STANDARD SCREW CAP SET AS
 OF1808'DESCRIBED IN NOTE C.
 OF1808'
 OF1808'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 OF1808
 OF1808                          STATION RECOVERY (1977)
 OF1808
 OF1808'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1808'NOT RECOVERED
 OF1808
 OF1808                          STATION RECOVERY (1995)
 OF1808
 OF1808'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2203 ***********************************************************************
 NA2203  DESIGNATION -  COBB 1970
 NA2203  PID         -  NA2203
 NA2203  STATE/COUNTY-  NY/CHENANGO
 NA2203  USGS QUAD   -  AFTON (1957)
 NA2203
 NA2203                         *CURRENT SURVEY CONTROL
 NA2203  ___________________________________________________________________
 NA2203* NAD 83(1996)-  42 11 54.65199(N)    075 34 08.52881(W)     ADJUSTED  
 NA2203* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 NA2203  ___________________________________________________________________
 NA2203  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 NA2203  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NA2203
 NA2203  HORZ ORDER  -  SECOND
 NA2203
 NA2203.The horizontal coordinates were established by classical geodetic methods
 NA2203.and adjusted by the National Geodetic Survey in January 1999..
 NA2203
 NA2203.The orthometric height was scaled from a topographic map.
 NA2203
 NA2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2203
 NA2203.The geoid height was determined by GEOID03.
 NA2203
 NA2203;                    North         East     Units Scale Factor Converg.
 NA2203;SPC NY C     -   244,640.699   333,768.829   MT  1.00002381   +0 40 52.8
 NA2203;SPC NY C     -   802,625.36  1,095,039.90   sFT  1.00002381   +0 40 52.8
 NA2203;UTM  18      - 4,671,974.142   453,020.490   MT  0.99962716   -0 22 56.0
 NA2203
 NA2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2203!SPC NY C     -   0.99994756  x   1.00002381  =   0.99997137
 NA2203!UTM  18      -   0.99994756  x   0.99962716  =   0.99957474
 NA2203
 NA2203:                Primary Azimuth Mark                     Grid Az
 NA2203:SPC NY C     -  C 40 LKB 1970                            252 13 22.8
 NA2203:UTM  18      -  C 40 LKB 1970                            253 17 11.6
 NA2203
 NA2203|---------------------------------------------------------------------|
 NA2203| PID    Reference Object                     Distance      Geod. Az  |
 NA2203|                                                           dddmmss.s |
 NA2203| NA2207 C 40 LKB 1970                       APPROX. 4.8 KM 2525415.6 |
 NA2203|---------------------------------------------------------------------|
 NA2203
 NA2203                          SUPERSEDED SURVEY CONTROL
 NA2203
 NA2203  NAD 83(1986)-  42 11 54.65787(N)    075 34 08.53171(W) AD(       ) 2
 NA2203  NAD 27      -  42 11 54.36823(N)    075 34 09.86655(W) AD(       ) 2
 NA2203
 NA2203.Superseded values are not recommended for survey control.
 NA2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2203.See file dsdata.txt to determine how the superseded data were derived.
 NA2203
 NA2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5302071974(NAD 83)
 NA2203_MARKER: A = ALUMINUM MARKER
 NA2203_SETTING: 0 = UNSPECIFIED SETTING
 NA2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2203
 NA2203  HISTORY     - Date     Condition        Report By
 NA2203  HISTORY     - 1970     MONUMENTED       NYDT
 NA2203
 NA2203                          STATION DESCRIPTION
 NA2203
 NA2203'DESCRIBED BY NY DEPT OF TRANSP 1970 (DC)
 NA2203'THE STATION IS A PUNCH MARK IN THE TOP OF AN ALUMINUM CAP ON A
 NA2203'5/8 IN IRON PIN SET 0.1 FT BELOW GROUND AND STAMPED DCW-COBB.
 NA2203'
 NA2203'IT IS 193.23 FT NE OF A 22 IN MAPLE TREE, 159.69 FT N OF
 NA2203'A 9 IN PINE TREE, 144.06 FT SSE OF A 7 IN PINE TREE, AND
 NA2203'3.1 FT W OF A WITNESS POST.
 NA2203'
 NA2203'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF AFTON,
 NA2203'CHENANGO COUNTY, NEW YORK, PROCEED NE ALONG NY ROUTE 7 0.35 MILES
 NA2203'TO THE INTERSECTION OF N.Y. ROUTE 41.  PROCEED SE THEN SW ALONG
 NA2203'N.Y. ROUTE 41 1.85 MILES TO THE INTERSECTION OF N.Y. ROUTE 41
 NA2203'AND CO. ROUTE 26.  PROCEED WEST ALONG CO. ROUTE 26 1.15 MILES TO
 NA2203'FARM ON THE RIGHT THEN WALK SOUTH FOR ABOUT 0.3 MILES TO THE
 NA2203'STATION ON THE NW SIDE OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0021 ***********************************************************************
 PJ0021  DESIGNATION -  COBBLE
 PJ0021  PID         -  PJ0021
 PJ0021  STATE/COUNTY-  NY/JEFFERSON
 PJ0021  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0021
 PJ0021                         *CURRENT SURVEY CONTROL
 PJ0021  ___________________________________________________________________
 PJ0021* NAD 83(1986)-  44 03 49.     (N)    076 15 03.     (W)     SCALED    
 PJ0021* NAVD 88     -        93.088  (meters)     305.41   (feet)  ADJUSTED  
 PJ0021  ___________________________________________________________________
 PJ0021  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 PJ0021  DYNAMIC HT  -          93.075 (meters)     305.36  (feet)  COMP
 PJ0021  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 PJ0021
 PJ0021  VERT ORDER  -  FIRST     CLASS II
 PJ0021
 PJ0021.The horizontal coordinates were scaled from a topographic map and have
 PJ0021.an estimated accuracy of +/- 6 seconds.
 PJ0021
 PJ0021.The orthometric height was determined by differential leveling
 PJ0021.and adjusted by the National Geodetic Survey in June 1991..
 PJ0021
 PJ0021.The geoid height was determined by GEOID03.
 PJ0021
 PJ0021.The dynamic height is computed by dividing the NAVD 88
 PJ0021.geopotential number by the normal gravity value computed on the
 PJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0021.degrees latitude (g = 980.6199 gals.).
 PJ0021
 PJ0021.The modeled gravity was interpolated from observed gravity values.
 PJ0021
 PJ0021;                    North         East    Units  Estimated Accuracy
 PJ0021;SPC NY C     -   451,390.      276,640.      MT  (+/- 180 meters Scaled)
 PJ0021
 PJ0021                          SUPERSEDED SURVEY CONTROL
 PJ0021
 PJ0021  NGVD 29 (??/??/92)   93.23   (m)          305.9    (f) COMPUTED    1 2
 PJ0021
 PJ0021.Superseded values are not recommended for survey control.
 PJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0021.See file dsdata.txt to determine how the superseded data were derived.
 PJ0021
 PJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP998796(NAD 83)
 PJ0021_MARKER: Z = SEE DESCRIPTION
 PJ0021_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PJ0021+WITH SETTING: INTO GROUND
 PJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0021+STABILITY: SURFACE MOTION
 PJ0021
 PJ0021  HISTORY     - Date     Condition        Report By
 PJ0021  HISTORY     - UNK      MONUMENTED       USLS
 PJ0021  HISTORY     - 1967     GOOD             NGS
 PJ0021
 PJ0021                          STATION DESCRIPTION
 PJ0021
 PJ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0021'3.0 MI SW FROM THREE MILE BAY.
 PJ0021'COBBLE IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 3.0 MILES WEST AND
 PJ0021'SOUTHERLY OF POST OFFICE AT THREE MILE BAY, 1.0 MILE SOUTHWEST OF
 PJ0021'JUNCTION OF HIGHWAY NO. 12E AND POINT PENINSULA ROAD (COUNTY ROAD NO.
 PJ0021'57), 76.7 FEET SOUTHWEST OF A GATE PILLAR AT END OF A COBBLESTONE
 PJ0021'FENCE, 63.2 FEET SOUTH OF A 26-INCH OAK, 32.7 FEET EAST OF UTILITY
 PJ0021'POLE NO. 42, 23.4 FEET NORTHEAST OF UTILITY POLE NO. 29, 10.5 FEET
 PJ0021'SOUTHEAST OF CENTERLINE OF ROAD, AT CENTER OF SOUTH CONCRETE CATTLE
 PJ0021'UNDERPASS CULVERT, 1/2 FOOT ABOVE THE ROAD SURFACE, 1/2 INCH ABOVE
 PJ0021'THE CONCRETE SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 PJ0021'DIAMETER COPPER-COATED STEEL ROD SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2023 ***********************************************************************
 NA2023  DESIGNATION -  COBBLE
 NA2023  PID         -  NA2023
 NA2023  STATE/COUNTY-  NY/SCHOHARIE
 NA2023  USGS QUAD   -  COBLESKILL (1994)
 NA2023
 NA2023                         *CURRENT SURVEY CONTROL
 NA2023  ___________________________________________________________________
 NA2023* NAD 83(1996)-  42 42 48.93573(N)    074 23 43.94811(W)     ADJUSTED  
 NA2023* NAVD 88     -       372.9    (meters)    1223.     (feet)  VERTCON   
 NA2023  ___________________________________________________________________
 NA2023  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NA2023  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 NA2023
 NA2023  HORZ ORDER  -  FIRST
 NA2023
 NA2023.The horizontal coordinates were established by classical geodetic methods
 NA2023.and adjusted by the National Geodetic Survey in January 1999..
 NA2023
 NA2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2023
 NA2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2023
 NA2023.The geoid height was determined by GEOID03.
 NA2023
 NA2023;                    North         East     Units Scale Factor Converg.
 NA2023;SPC NY E     -   430,863.505   158,556.276   MT  0.99990090   +0 04 15.1
 NA2023;SPC NY E     - 1,413,591.35    520,196.72   sFT  0.99990090   +0 04 15.1
 NA2023;UTM  18      - 4,729,187.723   549,496.735   MT  0.99963014   +0 24 36.1
 NA2023
 NA2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2023!SPC NY E     -   0.99994636  x   0.99990090  =   0.99984727
 NA2023!UTM  18      -   0.99994636  x   0.99963014  =   0.99957652
 NA2023
 NA2023|---------------------------------------------------------------------|
 NA2023| PID    Reference Object                     Distance      Geod. Az  |
 NA2023|                                                           dddmmss.s |
 NA2023| AI7911 COBBLE RM 1                          32.239 METERS 04118     |
 NA2023| AI7912 COBBLE RM 3                          20.178 METERS 06616     |
 NA2023| AI7914 COBBLE AZ MK                                       1115610.0 |
 NA2023| AI7913 COBBLE RM 4                          38.219 METERS 17930     |
 NA2023| AI7915 COBBLE RM 2                          37.399 METERS 18353     |
 NA2023|---------------------------------------------------------------------|
 NA2023
 NA2023                          SUPERSEDED SURVEY CONTROL
 NA2023
 NA2023  NAD 83(1986)-  42 42 48.93952(N)    074 23 43.94905(W) AD(       ) 1
 NA2023  NAD 27      -  42 42 48.66900(N)    074 23 45.47000(W) AD(       ) 1
 NA2023  NGVD 29 (07/19/86)  373.0    (m)         1224.     (f) VERT ANG       
 NA2023
 NA2023.Superseded values are not recommended for survey control.
 NA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2023.See file dsdata.txt to determine how the superseded data were derived.
 NA2023
 NA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN4949729188(NAD 83)
 NA2023_MARKER: DS = TRIANGULATION STATION DISK
 NA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2023_STAMPING: COBBLE 1942
 NA2023_MARK LOGO: CGS   
 NA2023_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA2023+STABILITY: SURFACE MOTION
 NA2023
 NA2023  HISTORY     - Date     Condition        Report By
 NA2023  HISTORY     - 1942     MONUMENTED       CGS
 NA2023  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NA2023  HISTORY     - 1963     SEE DESCRIPTION  LDA
 NA2023  HISTORY     - 19820215 GOOD             LOCENG
 NA2023  HISTORY     - 19950215 GOOD             LOCENG
 NA2023
 NA2023                          STATION DESCRIPTION
 NA2023
 NA2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2023'STATION IS LOCATED ABOUT 4.5 MILES E, 2.5 MILES N OF
 NA2023'COBLESKILL AND ABOUT 3 MILES DUE W OF CENTRAL BRIDGE, ON LAND
 NA2023'OWNED AND OCCUPIED BY LEON LAWTON.  THE MARK IS SET IN THE W
 NA2023'RIGHT-OF-WAY FENCE LINE AND IS FLUSH WITH THE SURFACE OF THE
 NA2023'GROUND.  IT IS 22.63 FEET NE OF THE NE CORNER OF THE BARN
 NA2023'AND ABOUT 3 FEET NW OF A STANDARD REFERENCE POST.  THE DISK IS
 NA2023'STAMPED COBBLE 1942.
 NA2023'
 NA2023'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2023'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2023'
 NA2023'REFERENCE MARK NO. 1 IS 105.77 FEET NE OF THE STATION IN THE
 NA2023'E RIGHT-OF-WAY FENCE LINE.  THE DISK IS 19 FEET E OF THE CENTER
 NA2023'LINE OF THE N-S DIRT ROAD AND IS STAMPED COBBLE NO. 1 1942.
 NA2023'
 NA2023'REFERENCE MARK NO. 2 IS 122.76 FEET SE OF THE STATION IN THE
 NA2023'E RIGHT-OF-WAY FENCE LINE.  THE DISK IS 20 FEET E OF THE CENTER
 NA2023'LINE OF THE N-S DIRT ROAD AND IS STAMPED COBBLE NO. 2 1942.
 NA2023'
 NA2023'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE E OF THE STATION,
 NA2023'25 FEET E OF THE CENTER LINE OF THE BLACK-TOP ROAD, 20 FEET
 NA2023'ESE OF THE MOST SOUTHERLY OF A ROW OF GUARD RAIL POSTS AT A
 NA2023'CURVE TO THE LEFT, AND 3.8 FEET S OF A STANDARD REFERENCE
 NA2023'POST.  THE DISK IS STAMPED COBBLE 1942.
 NA2023'
 NA2023'TO REACH THE STATION FROM THE POST OFFICE IN CARLISLE, GO E
 NA2023'ON U.S. HIGHWAY 20 FOR 2.4 MILES TO A GRAVELED ROAD S AT THE
 NA2023'BOTTOM OF A HILL, TURN RIGHT AND FOLLOW THE GRAVELED ROAD
 NA2023'FOR 2.45 MILES TO THE INTERSECTION OF A HARD-SURFACED ROAD AT
 NA2023'GROVENORS CORNERS.  TURN SHARP RIGHT ON THE SURFACED ROAD FOR
 NA2023'0.2 MILE TO A T-ROAD LEFT.  TURN LEFT ON THE DIRT T-ROAD AND GO
 NA2023'1.15 MILES TO THE STATION ON THE RIGHT AT LAWTONS BARN AS
 NA2023'DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK FROM THE STATION
 NA2023'CONTINUE SOUTHERLY ON THE DIRT ROAD FOR 0.6 MILE TO A FORK,
 NA2023'TURN LEFT AND GO 0.3 MILE TO A TARVIA ROAD.  TURN LEFT AND
 NA2023'GO NORTHERLY ON THE TARVIA ROAD FOR 0.75 MILE TO A CURVE TO
 NA2023'THE LEFT AND AZIMUTH MARK ON THE RIGHT.
 NA2023'
 NA2023'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NA2023
 NA2023                          STATION RECOVERY (1960)
 NA2023
 NA2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 NA2023'STATION WAS FOUND TO BE IN GOOD CONDITION AND THE PRESENT
 NA2023'DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK WAS ALSO IN GOOD
 NA2023'CONDITION.  TO REACH AZIMUTH FROM THE STATION CONTINUE
 NA2023'SOUTHERLY ON LAWTON ROAD FOR 0.6 MILE TO A FORK AND TURN LEFT ON
 NA2023'SAGENDORF CORNERS ROAD AND GO 0.3 MILE TO BANNERVILLE ROAD.  TURN
 NA2023'LEFT AGAIN AND GO NORTHERLY 0.75 MILE TO A CURVE TO THE LEFT AND
 NA2023'AZIMUTH IS ON THE RIGHT.  IT IS 96 FEET NORTH OF TELEPHONE
 NA2023'POLE 109.
 NA2023'
 NA2023'R.M. 1 AND R.M. 2 WERE IN THE WAY OF NEW ROAD CONSTRUCTION AND
 NA2023'HAD TO BE RELOCATED.  R.M. 2 WAS IN GOOD CONDITION BUT R.M 1 HAD
 NA2023'BEEN HIT AND SHEARED OFF 6 INCHES BELOW THE TOP OF THE MARK.
 NA2023'
 NA2023'R.M. 3 IS 20.178 METERS N.E. OF STATION IN EAST RIGHT OF WAY
 NA2023'FENCE LINE.  IT IS 4 FEET SOUTH OF TELEPHONE AND POWER LINE
 NA2023'POLE N M 8.  IT IS A STANDARD REFERENCE MARK DISK SET IN A CONCRETE
 NA2023'POST FLUSH WITH THE GROUND AND STAMPED COBBLE NO. 3 1942.
 NA2023'
 NA2023'R.M. 4 IS 38.219 METERS (SLOPE DISTANCE) S.E. OF THE STATION
 NA2023'IN THE EAST RIGHT OF WAY FENCE LINE.  IT IS ABOUT 6 FEET LOWER THAN
 NA2023'THE STATION AND 116.5 FEET SOUTH OF TELEPHONE AND POWER LINE
 NA2023'POLE N M 7.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 NA2023'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED COBBLE NO. 4
 NA2023'1942.
 NA2023
 NA2023                          STATION RECOVERY (1963)
 NA2023
 NA2023'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 NA2023'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 NA2023'
 NA2023'AZIMUTH MARK NOT FOUND.  DESCRIPTION TOO VAGUE.
 NA2023
 NA2023                          STATION RECOVERY (1982)
 NA2023
 NA2023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CLN)
 NA2023'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 NA2023'CONDITION.  REFERENCE MARK 3 WAS FOUND UP-ROOTED AND LAYING BEHIND THE
 NA2023'BARN.  THE MARK WAS RESET NEAR THE POLE AND USED AS REFERENCE MARK 5.
 NA2023'THE AZIMUTH MARK WAS FOUND WITH THE TOP BROKE OFF AND THE DISK
 NA2023'MISSING.  A NEW DISK WAS SET IN THE SAME MONUMENT AND USED AS AZIMUTH
 NA2023'MARK 2.  THE DISTANCE TO REFERENCE MARK 4 COULD NOT BE CHECKED AS THE
 NA2023'OLD MEASUREMENT WAS A SLOPE DISTANCE.
 NA2023'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHEAST OF CARLISLE,
 NA2023'4.8 KM (3.00 MI) WEST OF CENTRAL BRIDGE AND ON A LOW RIDGE ON THE WEST
 NA2023'SIDE OF LAWTON ROAD.  OWNERSHIP--MR.  GEORGE W.  MCCLURE, RD 1 BOX 74,
 NA2023'HOWES CAVE, NEW YORK, 12092.  TO REACH THE STATION FORM THE POST
 NA2023'OFFICE IN CARLISLE, GO EAST ON U.S.  HIGHWAY 20 FOR 3.9 KM (2.40 MI)
 NA2023'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON BECKER CORNERS
 NA2023'ROAD FOR 4.0 KM (2.50 MI) TO A T-ROAD IN GROVENORS CORNER.  TURN RIGHT
 NA2023'AND GO WEST ON A PAVED ROAD FOR 0.3 KM (0.20 MI) TO A SIDE ROAD LEFT.
 NA2023'TURN LEFT AND GO SOUTH ON LAWTON ROAD FOR 1.8 KM (1.10 MI) TO A BARN
 NA2023'AND THE STATION ON THE RIGHT, JUST AFTER PASSING OVER THE SUMMIT OF
 NA2023'HILL.
 NA2023'THE STATION IS A STANDARD NGS DISK STAMPED--COBBLE 1942--, SET INTO
 NA2023'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 NA2023'FLUSH WITH GROUND.  LOCATED 22.9 METERS (75.1 FT) NORTHEAST FORM THE
 NA2023'CENTER OF A PAVED DRIVEWAY LEADING TO BARN.  21.0 METERS (68.9 FT)
 NA2023'WEST-SOUTHWEST FORM POWERLINE POLE NUMBER 8 MT 15. 8.8 METERS (28.9
 NA2023'FT) WEST-NORTHWEST FORM THE CENTER OF LAWTON ROAD. 6.9 METERS (22.6
 NA2023'FT) NORTHEAST CORNER OF BARN AND 0.9 METER (3.0 FT) NORTH-NORTHEAST
 NA2023'FORM A METAL WITNESS POST.
 NA2023'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--COBBLE NO 4
 NA2023'1942--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 NA2023'CM) IN DIAMETER, RECESSED 6 INCHES (15 CM) BELOW THE GROUND. LOCATED
 NA2023'35.5 METERS (116.5 FT) NORTH-NORTHEAST FORM POWERLINE POLE NUMBER 7 MT
 NA2023'14.  13.9 METERS (45.6 FT) SOUTH-SOUTHWEST FORM THE EXTENDED CENTER OF
 NA2023'PAVED DRIVEWAY LEADING TO BARN.  5.5 METERS (18.0 FT) EAST-SOUTHEAST
 NA2023'FORM THE CENTER OF LAWTON ROAD AND 2.4 METERS (7.9 FT) LOWER THAN THE
 NA2023'STATION.
 NA2023'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--COBLE 1942 NO 5
 NA2023'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 NA2023'CM) IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 37.0 METERS (121.4
 NA2023'FT) NORTH-NORTHEAST FORM THE EXTENED CENTER OF DRIVEWAY LEADING TO
 NA2023'BARN.  6.9 METERS (22.6 FT) EAST-SOUTHEAST FORM THE CENTER OF LAWTON
 NA2023'ROAD.  0.6 METER (2.0 FT) SOUTH-SOUTHEAST FORM POWERLINE POLE NUMBER 8
 NA2023'MT 15 AND 0.3 METER (1.0 FT) HIGHER THAN THE STATION.
 NA2023'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED--COBBLE 1942 NO 2 1982,
 NA2023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NA2023'DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 29.3
 NA2023'METERS (93.0 FT) EAST FORM TELEPHONE POLE NUMBER 109, 8.1 METERS (26.5
 NA2023'FT) SOUTH FORM THE CENTER OF PAVED ROAD, 0.4 METER (1.3 FEET) WEST
 NA2023'FORM A METAL WITNESS POST AND 0.2 METER (0.5 FT) NORTH FROM A WIRE
 NA2023'FENCE.  TO REACH THE STATION FORM THE POST OFFICE IN CARLISLE, GO EAST
 NA2023'ON U.S.  HIGHWAY 20 FOR 3.9 KM (2.40 MI) TO A SIDE ROAD RIGHT.  TURN
 NA2023'RIGHT AND GO SOUTHERLY ON BECKER CORNERS ROAD FOR 4.0 KM (2.50 MI) TO
 NA2023'A T-ROAD IN GROVENORS CORNER.  TURN RIGHT AND GO WEST ON A PAVED ROAD
 NA2023'FOR 0.3 KM (0.20 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 NA2023'LAWTON ROAD FOR 1.8 KM (1.10 MI) TO STATION COBBLE 1942 ON THE RIGHT.
 NA2023'CONTINUE SOUTH ON LAWTON ROAD FOR 1.0 KM (0.60 MI) TO A T-ROAD.  TURN
 NA2023'LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.5 KM (0.30 MI) TO A
 NA2023'CROSSROAD.  TURN LEFT AND GO NORTHEAST AND EAST ON THE PAVED ROAD FOR
 NA2023'1.4 KM (0.9 MI) TO THE MARK ON THE RIGHT.
 NA2023
 NA2023                          STATION RECOVERY (1995)
 NA2023
 NA2023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (RJN)
 NA2023'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0927 ***********************************************************************
 NC0927  DESIGNATION -  COBBLE
 NC0927  PID         -  NC0927
 NC0927  STATE/COUNTY-  NY/WYOMING
 NC0927  USGS QUAD   -  WARSAW (1976)
 NC0927
 NC0927                         *CURRENT SURVEY CONTROL
 NC0927  ___________________________________________________________________
 NC0927* NAD 83(1996)-  42 43 07.30921(N)    078 13 01.30331(W)     ADJUSTED  
 NC0927* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 NC0927  ___________________________________________________________________
 NC0927  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 NC0927  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NC0927
 NC0927  HORZ ORDER  -  THIRD
 NC0927
 NC0927.The horizontal coordinates were established by classical geodetic methods
 NC0927.and adjusted by the National Geodetic Survey in January 1999..
 NC0927
 NC0927.The orthometric height was scaled from a topographic map.
 NC0927
 NC0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0927
 NC0927.The geoid height was determined by GEOID03.
 NC0927
 NC0927;                    North         East     Units Scale Factor Converg.
 NC0927;SPC NY W     -   301,987.097   380,002.872   MT  0.99994857   +0 14 54.6
 NC0927;SPC NY W     -   990,769.33  1,246,726.09   sFT  0.99994857   +0 14 54.6
 NC0927;UTM  17      - 4,733,333.269   727,874.721   MT  1.00023889   +1 53 19.6
 NC0927
 NC0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0927!SPC NY W     -   0.99991229  x   0.99994857  =   0.99986086
 NC0927!UTM  17      -   0.99991229  x   1.00023889  =   1.00015116
 NC0927
 NC0927:                Primary Azimuth Mark                     Grid Az
 NC0927:SPC NY W     -  ATTICA                                   001 43 09.4
 NC0927:UTM  17      -  ATTICA                                   000 04 44.4
 NC0927
 NC0927|---------------------------------------------------------------------|
 NC0927| PID    Reference Object                     Distance      Geod. Az  |
 NC0927|                                                           dddmmss.s |
 NC0927| NC0915 ATTICA                              APPROX.10.5 KM 0015804.0 |
 NC0927|---------------------------------------------------------------------|
 NC0927
 NC0927                          SUPERSEDED SURVEY CONTROL
 NC0927
 NC0927  NAD 83(1986)-  42 43 07.31708(N)    078 13 01.29709(W) AD(       ) 3
 NC0927  NAD 27      -  42 43 07.10103(N)    078 13 02.24632(W) AD(       ) 3
 NC0927
 NC0927.Superseded values are not recommended for survey control.
 NC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0927.See file dsdata.txt to determine how the superseded data were derived.
 NC0927
 NC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2787533333(NAD 83)
 NC0927_MARKER: DD = SURVEY DISK
 NC0927_SETTING: 0 = UNSPECIFIED SETTING
 NC0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0927
 NC0927  HISTORY     - Date     Condition        Report By
 NC0927  HISTORY     - 1902     MONUMENTED       USGS
 NC0927
 NC0927                          STATION DESCRIPTION
 NC0927
 NC0927'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NC0927'ON A HIGH ROCKY KNOLL LOCALLY KNOWN AS COBBLE KNOLL, IN LOT 11
 NC0927'1.5 MI SW. OF CROSSROADS KNOWN AS ORANGEVILLE CENTER, ORANGEVILLE
 NC0927'TOWNSHIP.
 NC0927'
 NC0927'STATION MARK, A STONE POST 40- BY 6- BY 6-IN., SET 36 IN. IN GROUND,
 NC0927'IN TOP IS CEMENTED A BRONZE TRIANGULATION DISK.  ATTICA AND PERRY
 NC0927'SIGNALS VISIBLE FROM SIGNAL.  CARPENTER CAN BE SEEN OVER TREES
 NC0927'AND FELCH THOUGH VISIBLE BUT NOT CERTAIN.  NUNDA WAS VISIBLE FROM
 NC0927'TOP OF SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7345 ***********************************************************************
 LX7345  DESIGNATION -  COBBLE 2 AZ MK
 LX7345  PID         -  LX7345
 LX7345  STATE/COUNTY-  NY/DUTCHESS
 LX7345  USGS QUAD   -  AMENIA (1984)
 LX7345
 LX7345                         *CURRENT SURVEY CONTROL
 LX7345  ___________________________________________________________________
 LX7345* NAD 83(1996)-  41 47 04.73787(N)    073 31 06.17643(W)     ADJUSTED  
 LX7345* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 LX7345  ___________________________________________________________________
 LX7345  LAPLACE CORR-          10.26  (seconds)                    DEFLEC99
 LX7345  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX7345
 LX7345  HORZ ORDER  -  SECOND
 LX7345
 LX7345.The horizontal coordinates were established by classical geodetic methods
 LX7345.and adjusted by the National Geodetic Survey in August 1998..
 LX7345
 LX7345.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7345
 LX7345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7345
 LX7345.The geoid height was determined by GEOID03.
 LX7345
 LX7345;                    North         East     Units Scale Factor Converg.
 LX7345;SPC NY E     -   328,148.949   231,593.699   MT  0.99998190   +0 39 14.8
 LX7345;SPC NY E     - 1,076,602.01    759,820.33   sFT  0.99998190   +0 39 14.8
 LX7345;UTM  18      - 4,626,927.384   623,118.462   MT  0.99978653   +0 59 14.5
 LX7345
 LX7345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7345!SPC NY E     -   0.99997675  x   0.99998190  =   0.99995865
 LX7345!UTM  18      -   0.99997675  x   0.99978653  =   0.99976329
 LX7345
 LX7345                          SUPERSEDED SURVEY CONTROL
 LX7345
 LX7345  NAD 83(1996)-  41 47 04.73780(N)    073 31 06.17685(W) AD(       ) 2
 LX7345  NAD 83(1992)-  41 47 04.73789(N)    073 31 06.17728(W) AD(       ) 2
 LX7345  NAD 83(1992)-  41 47 04.73913(N)    073 31 06.17820(W) AD(       ) 2
 LX7345  NAD 83(1986)-  41 47 04.73857(N)    073 31 06.17564(W) AD(       ) 2
 LX7345  NAD 83(1986)-  41 47 04.73856(N)    073 31 06.17475(W) AD(       ) 2
 LX7345  NGVD 29 (07/14/89)  179.     (m)          587.     (f) VERT ANG       
 LX7345
 LX7345.Superseded values are not recommended for survey control.
 LX7345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7345.See file dsdata.txt to determine how the superseded data were derived.
 LX7345
 LX7345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2311826927(NAD 83)
 LX7345_MARKER: DZ = AZIMUTH MARK DISK
 LX7345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7345_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7345+STABILITY: SURFACE MOTION
 LX7345
 LX7345  HISTORY     - Date     Condition        Report By
 LX7345  HISTORY     - 1984     MONUMENTED       NGS
 LX7345
 LX7345                          STATION DESCRIPTION
 LX7345
 LX7345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7345'THE STATION IS LOCATED ABOUT 4.5 KM (9.0 MI)
 LX7345'EAST-SOUTHEAST OF MILLBROOK, NEW YORK, 9.7 KM (6.0 MI)
 LX7345'SOUTH-SOUTHEAST OF AMENIA, NEW YORK, 4.0 KM (2.5 MI) WEST OF THE
 LX7345'HOUSATONIC RIVER, 3.2 KM (2.0 MI) NORTHEAST OF KENT, CONNECTICUT,
 LX7345'JUST OFF STATE HIGHWAY 341 AND ON STATE RIGHT-OF-WAY.
 LX7345'OWNERSHIP--NEW YORK DEPT OF TRANSPORTATION, MR WILLIAM ZEILER, 4
 LX7345'BURNETT BLVD, POUGHKEEPSIE NY 12603, PHONE 914-431-5842.
 LX7345'
 LX7345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX7345'HIGHWAY 341 IN KENT, CONNECTICUT, GO NORTHWEST ON HIGHWAY 341 FOR
 LX7345'3.0 KM (1.85 MI) TO A PAVED ROAD RIGHT (MACEDONIA BROOK ROAD).
 LX7345'CONTINUE AHEAD ON HIGHWAY 341 FOR 0.2 KM (0.1 MI) TO THE NEW YORK
 LX7345'STATE LINE. CONTINUE AHEAD ON HIGHWAY FOR 3.8 KM (2.35 MI) TO THE
 LX7345'STATION ON THE LEFT.
 LX7345'
 LX7345'THE STATION IS A STANDARD NGS DISK
 LX7345'STAMPED---COBBLE 2 1984---,
 LX7345'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7345'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7345'18.6 METERS (61 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 LX7345'GRAVEL DRIVE,
 LX7345'13.3 METERS (43.5 FT) WEST-NORTHWEST FROM AN UTILITY POLE NO NYSE-G
 LX7345'187,4,
 LX7345'4.6 METERS (15 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED ROAD
 LX7345'AND
 LX7345'1.1 METERS (3.5 FT) EAST FROM A WITNESS POST.
 LX7345'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7345'STAMPED---COBBLE 2 1984---,
 LX7345'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7345'
 LX7345'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LX7345'
 LX7345'AN EDM TIE WAS MADE TO STATION COBBLE 2.
 LX7345'
 LX7345'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7904 ***********************************************************************
 AA7904  FBN         -  This is a Federal Base Network Control Station.
 AA7904  DESIGNATION -  COBLESKILL 93 1
 AA7904  PID         -  AA7904
 AA7904  STATE/COUNTY-  NY/SCHOHARIE
 AA7904  USGS QUAD   -  COBLESKILL (1994)
 AA7904
 AA7904                         *CURRENT SURVEY CONTROL
 AA7904  ___________________________________________________________________
 AA7904* NAD 83(1996)-  42 40 03.26135(N)    074 29 14.77214(W)     ADJUSTED  
 AA7904* NAVD 88     -       291.812  (meters)     957.39   (feet)  ADJUSTED  
 AA7904  ___________________________________________________________________
 AA7904  X           -   1,256,278.603 (meters)                     COMP
 AA7904  Y           -  -4,526,140.170 (meters)                     COMP
 AA7904  Z           -   4,300,597.519 (meters)                     COMP
 AA7904  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AA7904  ELLIP HEIGHT-         261.12  (meters)          (09/18/02) GPS OBS
 AA7904  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AA7904  DYNAMIC HT  -         291.721 (meters)     957.09  (feet)  COMP
 AA7904  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 AA7904
 AA7904  HORZ ORDER  -  B
 AA7904  VERT ORDER  -  SECOND    CLASS II
 AA7904  ELLP ORDER  -  FOURTH    CLASS II
 AA7904
 AA7904.The horizontal coordinates were established by GPS observations
 AA7904.and adjusted by the National Geodetic Survey in July 1997..
 AA7904
 AA7904.The orthometric height was determined by differential leveling
 AA7904.and adjusted by the National Geodetic Survey in April 2004..
 AA7904.No vertical observational check was made to the station.
 AA7904
 AA7904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7904
 AA7904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7904
 AA7904.The ellipsoidal height was determined by GPS observations
 AA7904.and is referenced to NAD 83.
 AA7904
 AA7904.The geoid height was determined by GEOID03.
 AA7904
 AA7904.The dynamic height is computed by dividing the NAVD 88
 AA7904.geopotential number by the normal gravity value computed on the
 AA7904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7904.degrees latitude (g = 980.6199 gals.).
 AA7904
 AA7904.The modeled gravity was interpolated from observed gravity values.
 AA7904
 AA7904;                    North         East     Units Scale Factor Converg.
 AA7904;SPC NY E     -   425,746.519   151,029.825   MT  0.99990001   +0 00 30.7
 AA7904;SPC NY E     - 1,396,803.37    495,503.68   sFT  0.99990001   +0 00 30.7
 AA7904;UTM  18      - 4,724,027.708   542,002.752   MT  0.99962170   +0 20 50.6
 AA7904
 AA7904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7904!SPC NY E     -   0.99995905  x   0.99990001  =   0.99985906
 AA7904!UTM  18      -   0.99995905  x   0.99962170  =   0.99958077
 AA7904
 AA7904                          SUPERSEDED SURVEY CONTROL
 AA7904
 AA7904  ELLIP H (07/24/97)  261.14   (m)                       GP(       ) 1 1
 AA7904  NAD 83(1992)-  42 40 03.26025(N)    074 29 14.77135(W) AD(       ) B
 AA7904  ELLIP H (08/31/95)  261.10   (m)                       GP(       ) 1 1
 AA7904
 AA7904.Superseded values are not recommended for survey control.
 AA7904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7904.See file dsdata.txt to determine how the superseded data were derived.
 AA7904
 AA7904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN4200324028(NAD 83)
 AA7904_MARKER: F = FLANGE-ENCASED ROD
 AA7904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA7904_STAMPING: COBLESKILL 93-1
 AA7904_MARK LOGO: NONE  
 AA7904_PROJECTION: FLUSH
 AA7904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7904+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AA7904_ROD/PIPE-DEPTH: 1    meters
 AA7904
 AA7904  HISTORY     - Date     Condition        Report By
 AA7904  HISTORY     - 1993     MONUMENTED       NYDT
 AA7904  HISTORY     - 20010807 GOOD             NGS
 AA7904  HISTORY     - 20030820 GOOD             NYDT
 AA7904
 AA7904                          STATION DESCRIPTION
 AA7904
 AA7904'DESCRIBED BY NY DEPT OF TRANSP 1993
 AA7904'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTH OF COBLESKILL,
 AA7904'ADJACENT TO I-88, AT THE NYSDOT SCHOHARIE COUNTY RESIDENCY,
 AA7904'OWNERSHIP--NYSDOT.
 AA7904' 
 AA7904'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 145 IN
 AA7904'COBLESKILL, GO SOUTH ON PAVED ROAD WHICH GOES UNDER THE RAILROAD AND
 AA7904'I-88, FOR 1.0 KM (0.6 MI) TO T-JUNCTION OF MINERAL SPRINGS ROAD, TURN
 AA7904'RIGHT, WEST ON MINERAL SPRINGS ROAD FOR 0.3 KM (0.2 MI) TO STATION ON
 AA7904'THE LEFT JUST PAST THE PAVED ENTRANCE DRIVE TO THE DOT RESIDENCY.
 AA7904' 
 AA7904'THE STATION IS THE TOP CENTER OF AN ALUMINUM ROD DRIVEN TO REFUSAL,
 AA7904'ENCASED IN A 2.7 CM GREASE FILLED PVC SLEEVE THAT IS 90 CM LONG
 AA7904'ENCASED IN A 15 CM PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH
 AA7904'WITH THE GROUND.  IT IS  18.3 M (60.0 FT) SOUTH OF THE CENTER OF
 AA7904'MINERAL SPRINGS ROAD, AND 9.10 M (29.86 FT) EAST OF THE NORTHEAST
 AA7904'CORNER OF A CHAIN LINK FENCE.
 AA7904
 AA7904                          STATION RECOVERY (2001)
 AA7904
 AA7904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 AA7904'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF COBLESKILL, 1.4 MILES
 AA7904'NE OF WARNERVILLE,
 AA7904'ADJACENT TO AND SE OF I-88, AT THE NYDT SCHOHARIE-DELAWARE NORTH
 AA7904'OFFICE, IN A LAWN AREA
 AA7904'BETWEEN THE WEST ENTRANCE DRIVE AND THE EAST SIDE OF A CHAIN LINK
 AA7904'PERIMETER FENCE
 AA7904'AROUND A ONE-STORY BROWN BUILDING. OWNERSHIP--NYSDOT, P.O. BOX 148,
 AA7904'COBLESKILL NY 12043,
 AA7904'PHONE 518-234-3411. NO PHONE CONTACT IS NECESSARY PRIOR TO OCCUPATION.
 AA7904'DO NOT DRIVE ON
 AA7904'THE LAWN.
 AA7904' 
 AA7904'TO REACH THE STATION FROM EXIT 21 OF I-88 (STATE ROUTES 7 AND 10 TO
 AA7904'WARNERVILLE AND
 AA7904'COBLESKILL), AT THE I-88 OVERPASS, GO NORTH ON A PAVED ROAD FOR 0.2
 AA7904'MILE TO JUNCTION WITH
 AA7904'COMBINED HWYS 7 AND 10 IN WARNERVILLE. TURN RIGHT AND GO 0.45 MILE
 AA7904'EAST TO Y-JUNCTION
 AA7904'WITH SCHOHARIE COUNTY ROAD 1 (MINERAL SPRINGS ROAD). BEAR RIGHT AND
 AA7904'CONTINUE 1.05 MILE
 AA7904'EAST ON MINERAL SPRINGS RD TO THE MARK ON THE RIGHT JUST AFTER I-88
 AA7904'OVERPASS.
 AA7904' 
 AA7904'THE MARK IS 77.0 FT SOUTH OF ROAD CENTERLINE, 73.2 FT WEST OF THE
 AA7904'ENTRANCE DRIVE
 AA7904'CENTERLINE, 29.9 FT SE OF NE FENCE CORNER AND 12.5 FT EAST OF THE
 AA7904'THIRD FENCE POST SOUTH
 AA7904'OF THE NE FENCE CORNER.
 AA7904' 
 AA7904'
 AA7904
 AA7904                          STATION RECOVERY (2003)
 AA7904
 AA7904'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 AA7904'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1522 ***********************************************************************
 OD1522  DESIGNATION -  COC
 OD1522  PID         -  OD1522
 OD1522  STATE/COUNTY-  NY/SARATOGA
 OD1522  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD1522
 OD1522                         *CURRENT SURVEY CONTROL
 OD1522  ___________________________________________________________________
 OD1522* NAD 83(1996)-  43 06 05.46513(N)    073 38 59.11948(W)     ADJUSTED  
 OD1522* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 OD1522  ___________________________________________________________________
 OD1522  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 OD1522  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 OD1522
 OD1522  HORZ ORDER  -  SECOND
 OD1522
 OD1522.The horizontal coordinates were established by classical geodetic methods
 OD1522.and adjusted by the National Geodetic Survey in January 1999..
 OD1522
 OD1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1522
 OD1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1522
 OD1522.The geoid height was determined by GEOID03.
 OD1522
 OD1522;                    North         East     Units Scale Factor Converg.
 OD1522;SPC NY E     -   474,299.732   219,208.770   MT  0.99995890   +0 34 51.6
 OD1522;SPC NY E     - 1,556,098.37    719,187.44   sFT  0.99995890   +0 34 51.6
 OD1522;UTM  18      - 4,772,973.036   609,875.541   MT  0.99974851   +0 55 21.7
 OD1522
 OD1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1522!SPC NY E     -   0.99999463  x   0.99995890  =   0.99995353
 OD1522!UTM  18      -   0.99999463  x   0.99974851  =   0.99974314
 OD1522
 OD1522:                Primary Azimuth Mark                     Grid Az
 OD1522:SPC NY E     -  COC 1                                    069 14 00.3
 OD1522:UTM  18      -  COC 1                                    068 53 30.2
 OD1522
 OD1522|---------------------------------------------------------------------|
 OD1522| PID    Reference Object                     Distance      Geod. Az  |
 OD1522|                                                           dddmmss.s |
 OD1522| DA3259 COC 1                                              0694851.9 |
 OD1522| DA3260 COC 2                                              2335712.8 |
 OD1522| OD1524 COC A SACGS 1973                     16.618 METERS 23602     |
 OD1522|---------------------------------------------------------------------|
 OD1522
 OD1522                          SUPERSEDED SURVEY CONTROL
 OD1522
 OD1522  NAD 83(1996)-  43 06 05.46736(N)    073 38 59.12016(W) AD(       ) 2
 OD1522  NAD 83(1996)-  43 06 05.46758(N)    073 38 59.12031(W) AD(       ) 2
 OD1522  NAD 83(1992)-  43 06 05.46823(N)    073 38 59.12001(W) AD(       ) 2
 OD1522  NAD 83(1992)-  43 06 05.46839(N)    073 38 59.12013(W) AD(       ) 2
 OD1522  NAD 83(1986)-  43 06 05.46932(N)    073 38 59.11952(W) AD(       ) 2
 OD1522  NAD 27      -  43 06 05.20089(N)    073 39 00.69986(W) AD(       ) 2
 OD1522  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG       
 OD1522
 OD1522.Superseded values are not recommended for survey control.
 OD1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1522.See file dsdata.txt to determine how the superseded data were derived.
 OD1522
 OD1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0987672973(NAD 83)
 OD1522_MARKER: DD = SURVEY DISK
 OD1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD1522+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 OD1522
 OD1522  HISTORY     - Date     Condition        Report By
 OD1522  HISTORY     - 1973     MONUMENTED       NY-091
 OD1522  HISTORY     - 20020607 MARK NOT FOUND   USPSQD
 OD1522  HISTORY     - 20030707 GOOD             USPSQD
 OD1522  HISTORY     - 20040709 GOOD             USPSQD
 OD1522  HISTORY     - 20050710 GOOD             USPSQD
 OD1522
 OD1522                          STATION DESCRIPTION
 OD1522
 OD1522'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1522'THE STATION IS LOCATED 1.5 MILES WEST OF GRANGERVILLE, 3.5 MILES
 OD1522'WEST OF SCHUYLERVILLE, AND 7.0 MILES EAST OF SARATOGA SPRINGS
 OD1522'IN THE TOWNSHIP OF SARATOGA.
 OD1522'
 OD1522'TO REACH THE STATION FROM THE POST OFFICE IN SCHUYLERVILLE GO
 OD1522'NORTH ON U.S. HIGHWAY 4 FOR 0.25 MILE TO THE INTERSECTION OF
 OD1522'STATE HIGHWAY 29 (SPRING STREET).  TURN LEFT AND GO WEST ON STATE
 OD1522'HIGHWAY 29 FOR 3.15 MILES TO AZIMUTH MARK, COC-1 (SACGS), ON
 OD1522'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 29 FOR 0.50 MILE TO
 OD1522'STATION ON RIGHT.
 OD1522'
 OD1522'TO REACH AZIMUTH MARK, COC-2 (SACGS), FROM THE STATION GO WEST
 OD1522'ON STATE HIGHWAY 29 FOR 0.25 MILE TO MARK ON RIGHT.
 OD1522'
 OD1522'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1522'COUNTY STAMPED COC.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1522'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1522'THE GROUND.  IT IS LOCATED 160 FEET WEST OF THE INTERSECTION OF
 OD1522'LOUDEN ROAD, 42.5 FEET NORTHEAST OF THE MOST EASTERLY CONCRETE
 OD1522'GUARD POST ON THE SOUTH SIDE OF STATE HIGHWAY 29, 30.0 FEET EAST
 OD1522'OF THE EAST RANGE LINE OF A TRAILER ON THE NORTH SIDE OF STATE
 OD1522'HIGHWAY 29, AND 19.0 FEET NORTH OF THE CENTERLINE OF STATE
 OD1522'HIGHWAY 29.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 OD1522'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND.
 OD1522'
 OD1522'AZIMUTH MARK, COC-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1522'COUNTY GEODETIC SURVEY STAMPED COC-1.  IT IS SET IN THE TOP OF A
 OD1522'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1522'THE GROUND.  IT IS LOCATED 118.0 FEET NORTHWEST OF A 32-INCH
 OD1522'MAPLE TREE, 72.0 FEET NORTHWEST OF A 32-INCH MAPLE TREE, 74.5
 OD1522'FEET NORTHEAST OF A 24-INCH MAPLE TREE, ALL ON THE SOUTHEAST SIDE
 OD1522'OF STATE HIGHWAY 29, AND 21.0 FEET NORTHWEST OF THE CENTERLINE
 OD1522'OF STATE HIGHWAY 29.
 OD1522'
 OD1522'AZIMUTH MARK, COC-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1522'COUNTY GEODETIC SURVEY STAMPED COC-2.  IT IS SET IN THE TOP OF A
 OD1522'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.10 FOOT BELOW
 OD1522'THE GROUND.  IT IS LOCATED 155.6 FEET SOUTHWEST OF AN 8-INCH
 OD1522'PITCH PINE TREE, 75.8 FEET NORTHEAST OF POLE NM 81, 9.7 FEET
 OD1522'SOUTHEAST OF A FENCE CORNER, ALL ON THE NORTH SIDE OF STATE
 OD1522'HIGHWAY 29, AND 25.2 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OD1522'29.
 OD1522'
 OD1522'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 OD1522
 OD1522                          STATION RECOVERY (2002)
 OD1522
 OD1522'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD1522'MARK NOT FOUND.
 OD1522
 OD1522                          STATION RECOVERY (2003)
 OD1522
 OD1522'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD1522'MARK IS LOCATED 17 INCHES NE FROM WITNESS SIGN. 12 INCHES FROM THE 2ND
 OD1522'STEEL GUARD RAIL AND 19 FEET 2 INCHES FROM CENTER OF HIGHWAY.
 OD1522
 OD1522                          STATION RECOVERY (2004)
 OD1522
 OD1522'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD1522'RECOVERED IN GOOD CONDITION.
 OD1522
 OD1522                          STATION RECOVERY (2005)
 OD1522
 OD1522'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3936 ***********************************************************************
 KU3936  DESIGNATION -  COCHEO 1932
 KU3936  PID         -  KU3936
 KU3936  STATE/COUNTY-  NY/QUEENS
 KU3936  USGS QUAD   -  CENTRAL PARK (1979)
 KU3936
 KU3936                         *CURRENT SURVEY CONTROL
 KU3936  ___________________________________________________________________
 KU3936* NAD 83(1996)-  40 45 11.99188(N)    073 56 27.37070(W)     ADJUSTED  
 KU3936* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KU3936  ___________________________________________________________________
 KU3936  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KU3936  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU3936
 KU3936  HORZ ORDER  -  SECOND
 KU3936
 KU3936.The horizontal coordinates were established by classical geodetic methods
 KU3936.and adjusted by the National Geodetic Survey in January 1999..
 KU3936
 KU3936.The orthometric height was scaled from a topographic map.
 KU3936
 KU3936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3936
 KU3936.The geoid height was determined by GEOID03.
 KU3936
 KU3936;                    North         East     Units Scale Factor Converg.
 KU3936;SPC NY L     -    65,148.394   304,987.796   MT  0.99999632   +0 02 19.1
 KU3936;SPC NY L     -   213,741.02  1,000,614.13   sFT  0.99999632   +0 02 19.1
 KU3936;SPC NY E     -   213,307.695   197,207.240   MT  0.99992742   +0 21 53.9
 KU3936;SPC NY E     -   699,827.00    647,004.09   sFT  0.99992742   +0 21 53.9
 KU3936;SPC NJ       -   213,307.695   197,207.240   MT  0.99992742   +0 21 53.9
 KU3936;SPC NJ       -   699,827.00    647,004.09   sFT  0.99992742   +0 21 53.9
 KU3936;UTM  18      - 4,511,914.471   589,400.871   MT  0.99969837   +0 41 29.1
 KU3936
 KU3936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3936!SPC NY L     -   1.00000360  x   0.99999632  =   0.99999992
 KU3936!SPC NY E     -   1.00000360  x   0.99992742  =   0.99993102
 KU3936!SPC NJ       -   1.00000360  x   0.99992742  =   0.99993102
 KU3936!UTM  18      -   1.00000360  x   0.99969837  =   0.99970197
 KU3936
 KU3936:                Primary Azimuth Mark                     Grid Az
 KU3936:SPC NY L     -  LONG IS CTY L S CDY MFG CO FP            110 47 15.7
 KU3936:SPC NY E     -  LONG IS CTY L S CDY MFG CO FP            110 27 40.9
 KU3936:SPC NJ       -  LONG IS CTY L S CDY MFG CO FP            110 27 40.9
 KU3936:UTM  18      -  LONG IS CTY L S CDY MFG CO FP            110 08 05.7
 KU3936
 KU3936|---------------------------------------------------------------------|
 KU3936| PID    Reference Object                     Distance      Geod. Az  |
 KU3936|                                                           dddmmss.s |
 KU3936| KU3979 LONG IS CTY L S CDY MFG CO FP       APPROX. 0.7 KM 1104934.8 |
 KU3936| KU3575 LONG IS CTY BK MANHATTAN TRUST      APPROX. 0.5 KM 1344109.7 |
 KU3936| KU3572 BROOKLYN UNION GAS CO GAS HOLD      APPROX. 4.0 KM 1695827.4 |
 KU3936| KU3578 LONG IS CITY NATL CONTAINER TK      APPROX. 1.8 KM 1740258.6 |
 KU3936| KU3599 LONG IS CITY ST JOHN HOSP DOME      APPROX. 0.8 KM 1984650.1 |
 KU3936| KU3927 LONG IS CTY SIL CUP BREAD TANK      370.799 METERS 22414     |
 KU3936| KU3555 LONG IS CITY J F SUGAR S CHIM       APPROX. 2.3 KM 2254903.1 |
 KU3936| KU3557 LONG IS CITY J F SUGAR MID CHY      APPROX. 2.3 KM 2260548.2 |
 KU3936| KU3558 LONG IS CITY J F SUGAR N CHIM       APPROX. 2.3 KM 2262240.1 |
 KU3936| KU3964 LONG IS CITY ATL MACARONI TANK      APPROX. 1.0 KM 2580202.5 |
 KU3936| KU3540 MANHATTAN WOODSTOCK COURT BLDG      APPROX. 2.6 KM 2600312.6 |
 KU3936| KU4039 WELFARE ISLAND TALL CHIMNEY         APPROX. 1.1 KM 3183050.3 |
 KU3936| KU4021 MANHATTAN CARLYL HOTEL APT TWR      APPROX. 3.0 KM 3212355.3 |
 KU3936| KU3929 LONG IS CTY LOFT CDY CO TANK        APPROX. 0.6 KM 3243237.5 |
 KU3936|---------------------------------------------------------------------|
 KU3936
 KU3936                          SUPERSEDED SURVEY CONTROL
 KU3936
 KU3936  NAD 83(1996)-  40 45 11.99188(N)    073 56 27.37106(W) AD(       ) 2
 KU3936  NAD 83(1992)-  40 45 11.99097(N)    073 56 27.37158(W) AD(       ) 2
 KU3936  NAD 83(1986)-  40 45 11.99422(N)    073 56 27.37052(W) AD(       ) 2
 KU3936  NAD 27      -  40 45 11.62800(N)    073 56 28.87800(W) AD(       ) 2
 KU3936
 KU3936.Superseded values are not recommended for survey control.
 KU3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3936.See file dsdata.txt to determine how the superseded data were derived.
 KU3936
 KU3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8940111914(NAD 83)
 KU3936_MARKER: DS = TRIANGULATION STATION DISK
 KU3936_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU3936+WITH SETTING: PAVEMENT
 KU3936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU3936+STABILITY: SURFACE MOTION
 KU3936
 KU3936  HISTORY     - Date     Condition        Report By
 KU3936  HISTORY     - 1932     MONUMENTED       CGS
 KU3936  HISTORY     - 1952     MARK NOT FOUND   CGS
 KU3936  HISTORY     - 20051227 MARK NOT FOUND   GEOCAC
 KU3936
 KU3936                          STATION DESCRIPTION
 KU3936
 KU3936'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3936'THIS STATION IS E OF THE EAST RIVER, IN LONG ISLAND CITY ON THE N
 KU3936'SIDE OF 41ST BETWEEN 21ST AND 22ND STREETS ATOP THE OFFICE
 KU3936'BUILDING OF COCHEO BROTHERS, INCORPORATED, (AN 8-STORY, CONCRETE
 KU3936'STRUCTURE).  THE STATION IS LOCATED ATOP A PENTHOUSE AT THE SW
 KU3936'CORNER OF THE ROOF.
 KU3936'
 KU3936'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3936'STAMPED COCHEO-1932 CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB
 KU3936'ROOF OF THE PENTHOUSE.  NO REFERENCE MARKS WERE ESTABLISHED.
 KU3936'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3936'
 KU3936'NORMAL TO W FACE OF PENTHOUSE 1.115 METERS
 KU3936'
 KU3936'TO NW CORNER OF PENTHOUSE 3.750 METERS
 KU3936'
 KU3936'NORMAL TO N FACE OF PENTHOUSE 3.670 METERS
 KU3936'
 KU3936'TO NE CORNER OF PENTHOUSE 4.020 METERS
 KU3936'
 KU3936'NORMAL TO E FACE OF PENTHOUSE 1.750 METERS
 KU3936'
 KU3936'TO SE CORNER OF PENTHOUSE 2.720 METERS
 KU3936'
 KU3936'NORMAL TO S FACE OF PENTHOUSE 2.090 METERS
 KU3936'
 KU3936'TO SN CORNER OF PENTHOUSE 2.390 METERS
 KU3936'
 KU3936'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS ON
 KU3936'THE CONCRETE ROOF.
 KU3936'
 KU3936'HEIGHT OF LIGHT ABOVE STATION MARK 0.3 METER.
 KU3936
 KU3936                          STATION RECOVERY (1952)
 KU3936
 KU3936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3936'THE ROOF ON WHICH THIS MARK WAS PLACED HAS BEEN PAPERED AND
 KU3936'TARRED.  THIS MATERIAL COVERS THE MARK.
 KU3936'
 KU3936'REFERENCE MEASUREMENTS GIVEN IN ORIGINAL DESCRIPTION WERE USED TO
 KU3936'LOCATE MARK.  THE MARK WAS IDENTIFIED BY A BULGE IN THE TAR PAPER
 KU3936'AT THE INTERSECTION OF THE MEASUREMENTS.
 KU3936'
 KU3936'THE DESCRIPTION FOR THIS STATION IS CORRECT AND ADEQUATE WITH THE
 KU3936'FOLLOWING CHANGES--
 KU3936'
 KU3936'1.  THE BUILDING IS LOCATED ON THE NW CORNER OF THE INTERSECTION
 KU3936'OF FORTY-FIRST AVENUE AND TWENTY-THIRD STREET.
 KU3936'
 KU3936'2.  THE BUILDING IS NOW OWNED BY THE BARRICINI CANDY CO., INC.
 KU3936
 KU3936                          STATION RECOVERY (2005)
 KU3936
 KU3936'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU3936'THE BUILDING HAS BEEN DEMOLISHED, THE STATION IS LOST.
 KU3936' 
 KU3936'THE ORIGINAL 8 STORY BUILDING ON THE NORTH SIDE OF 41ST AVENUE BETWEEN
 KU3936'21ST AND 22ND STREETS HAS BEEN REPLACE BY A PAIR OF MODERN 5 STORY
 KU3936'COMERCIAL BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4223 ***********************************************************************
 KU4223  DESIGNATION -  COCK
 KU4223  PID         -  KU4223
 KU4223  STATE/COUNTY-  NY/SUFFOLK
 KU4223  USGS QUAD   -  SHINNECOCK INLET (1955)
 KU4223
 KU4223                         *CURRENT SURVEY CONTROL
 KU4223  ___________________________________________________________________
 KU4223* NAD 83(1996)-  40 50 41.13523(N)    072 28 07.71808(W)     ADJUSTED  
 KU4223* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 KU4223  ___________________________________________________________________
 KU4223  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KU4223  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU4223
 KU4223  HORZ ORDER  -  SECOND
 KU4223
 KU4223.The horizontal coordinates were established by classical geodetic methods
 KU4223.and adjusted by the National Geodetic Survey in January 1999..
 KU4223
 KU4223.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4223
 KU4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4223
 KU4223.The geoid height was determined by GEOID03.
 KU4223
 KU4223;                    North         East     Units Scale Factor Converg.
 KU4223;SPC NY L     -    76,428.369   429,121.461   MT  0.99999490   +1 00 05.5
 KU4223;SPC NY L     -   250,748.74  1,407,875.99   sFT  0.99999490   +1 00 05.5
 KU4223;UTM  18      - 4,524,607.883   713,385.757   MT  1.00016047   +1 39 21.8
 KU4223
 KU4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4223!SPC NY L     -   1.00000450  x   0.99999490  =   0.99999940
 KU4223!UTM  18      -   1.00000450  x   1.00016047  =   1.00016497
 KU4223
 KU4223:                Primary Azimuth Mark                     Grid Az
 KU4223:SPC NY L     -  SOUTHAMPTON WATER TANK                   044 12 06.8
 KU4223:UTM  18      -  SOUTHAMPTON WATER TANK                   043 32 50.5
 KU4223
 KU4223|---------------------------------------------------------------------|
 KU4223| PID    Reference Object                     Distance      Geod. Az  |
 KU4223|                                                           dddmmss.s |
 KU4223| KU4229 SOUTHAMPTON WATER TANK              APPROX. 7.5 KM 0451212.3 |
 KU4223| CB8354 COCK RM 1                            10.842 METERS 11010     |
 KU4223| CB8355 COCK RM 2                            12.271 METERS 21106     |
 KU4223| KU4224 SHINNECOCK NO 1 EAST USE 1962       169.453 METERS 23251     |
 KU4223| KU4216 SHINNECOCK INLET CG TOWER           APPROX. 0.9 KM 2472050.2 |
 KU4223| KU4289 SHINNECOCK CG STA 72 FLAGSTAFF      APPROX. 2.9 KM 2785549.5 |
 KU4223| KU4306 HAMPTON BAYS BLACK WATER TANK       APPROX. 3.4 KM 2944133.4 |
 KU4223|---------------------------------------------------------------------|
 KU4223
 KU4223                          SUPERSEDED SURVEY CONTROL
 KU4223
 KU4223  NAD 83(1996)-  40 50 41.13570(N)    072 28 07.71883(W) AD(       ) 2
 KU4223  NAD 83(1992)-  40 50 41.13445(N)    072 28 07.71839(W) AD(       ) 2
 KU4223  NAD 83(1986)-  40 50 41.13835(N)    072 28 07.72396(W) AD(       ) 2
 KU4223  NAD 27      -  40 50 40.78054(N)    072 28 09.40228(W) AD(       ) 2
 KU4223  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 KU4223
 KU4223.Superseded values are not recommended for survey control.
 KU4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4223.See file dsdata.txt to determine how the superseded data were derived.
 KU4223
 KU4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1338624608(NAD 83)
 KU4223_MARKER: DS = TRIANGULATION STATION DISK
 KU4223_SETTING: 0 = UNSPECIFIED SETTING
 KU4223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4223
 KU4223  HISTORY     - Date     Condition        Report By
 KU4223  HISTORY     - 1962     MONUMENTED       CGS
 KU4223  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KU4223
 KU4223                          STATION DESCRIPTION
 KU4223
 KU4223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4223'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF SOUTHHAMPTON,
 KU4223'3 MILES SOUTHEAST OF PONQUOGUE AND 0.25 MILE EAST OF THE SHINNECOCK
 KU4223'INLET.
 KU4223'
 KU4223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 A AND
 KU4223'HALSEY NECK LANE IN SOUTHAMPTON, GO SOUTH ON HALSEY NECK LANE FOR
 KU4223'1.5 MILES TO A T-ROAD, TURN RIGHT, WEST, ON MEADOW LANE ROAD FOR
 KU4223'1.6 MILES TO THE END OF THE OILED ROAD, CONTINUE ON SAND ROAD FOR
 KU4223'1.35 MILES TO THE STATION ON THE LEFT.
 KU4223'
 KU4223'STATION MARK IS 159 FEET SOUTH OF THE APPROXIMATE CENTER OF MEADOW
 KU4223'LANE ROAD AND 59 FEET EAST OF THE EAST ONE OF TWO TRAILS LEADING
 KU4223'TO THE BEACH.  THE MARK IS A STANDARD DISK CEMENTED IN THE TOP OF
 KU4223'A 4-INCH IRON PIPE AND IS STAMPED COCK 1962.  THE MARK PROJECTS
 KU4223'1 INCH.
 KU4223'
 KU4223'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN THE TOP OF A
 KU4223'4-INCH IRON PIPE AND IS STAMPED COCK NO 1 1962.  THE MARK PROJECTS
 KU4223'10 INCHES.
 KU4223'
 KU4223'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE EAST TRAIL LEADING TO
 KU4223'THE BEACH.  THE MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A
 KU4223'4-INCH IRON PIPE AND IS STAMPED COCK NO 2 1962.  THE IRON PIPE
 KU4223'PROJECTS 7 INCHES.
 KU4223'
 KU4223'SHINNECOCK NO 1 EAST (USE) IS 250 FEET SOUTH OF THE APPROXIMATE
 KU4223'CENTER OF MEADOW LANE ROAD.  THE MARK IS A BOLT IN THE CENTER OF
 KU4223'A 7X7 INCH CONCRETE POST THAT IS ABOUT 1 FOOT BELOW THE SURFACE
 KU4223'OF THE GROUND.  INSCRIBED ON THE CONCRETE AROUND THE BLOT IS AS
 KU4223'FOLLOWS, E S NO. 18 -12-49.
 KU4223'
 KU4223'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION COCK
 KU4223'TO SHINNECOCK NO 1 EAST (USE).
 KU4223'
 KU4223'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KU4223'
 KU4223'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KU4223
 KU4223                          STATION RECOVERY (2001)
 KU4223
 KU4223'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU4223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5708 ***********************************************************************
 LX5708  DESIGNATION -  COECLES
 LX5708  PID         -  LX5708
 LX5708  STATE/COUNTY-  NY/SUFFOLK
 LX5708  USGS QUAD   -  GREENPORT (1956)
 LX5708
 LX5708                         *CURRENT SURVEY CONTROL
 LX5708  ___________________________________________________________________
 LX5708* NAD 83(1996)-  41 05 14.39218(N)    072 18 45.05129(W)     ADJUSTED  
 LX5708* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5708  ___________________________________________________________________
 LX5708  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 LX5708  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LX5708
 LX5708  HORZ ORDER  -  THIRD
 LX5708
 LX5708.The horizontal coordinates were established by classical geodetic methods
 LX5708.and adjusted by the National Geodetic Survey in January 1999..
 LX5708
 LX5708.The orthometric height was scaled from a topographic map.
 LX5708
 LX5708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5708
 LX5708.The geoid height was determined by GEOID03.
 LX5708
 LX5708;                    North         East     Units Scale Factor Converg.
 LX5708;SPC NY L     -   103,603.792   441,781.083   MT  1.00000345   +1 06 13.5
 LX5708;SPC NY L     -   339,906.77  1,449,410.10   sFT  1.00000345   +1 06 13.5
 LX5708;SPC CT       -   180,701.566   341,560.260   MT  1.00001329   +0 17 24.3
 LX5708;SPC CT       -   592,851.72  1,120,602.29   sFT  1.00001329   +0 17 24.3
 LX5708;UTM  18      - 4,551,932.419   725,734.499   MT  1.00022719   +1 46 01.1
 LX5708
 LX5708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5708!SPC NY L     -   1.00000461  x   1.00000345  =   1.00000806
 LX5708!SPC CT       -   1.00000461  x   1.00001329  =   1.00001790
 LX5708!UTM  18      -   1.00000461  x   1.00022719  =   1.00023180
 LX5708
 LX5708                          SUPERSEDED SURVEY CONTROL
 LX5708
 LX5708  NAD 83(1996)-  41 05 14.39230(N)    072 18 45.05139(W) AD(       ) 3
 LX5708  NAD 83(1992)-  41 05 14.39095(N)    072 18 45.05062(W) AD(       ) 3
 LX5708  NAD 83(1986)-  41 05 14.39317(N)    072 18 45.05650(W) AD(       ) 3
 LX5708  NAD 27      -  41 05 14.03000(N)    072 18 46.76400(W) AD(       ) 3
 LX5708
 LX5708.Superseded values are not recommended for survey control.
 LX5708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5708.See file dsdata.txt to determine how the superseded data were derived.
 LX5708
 LX5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2573451932(NAD 83)
 LX5708_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5708+STABILITY: SURFACE MOTION
 LX5708
 LX5708  HISTORY     - Date     Condition        Report By
 LX5708  HISTORY     - 1933     MONUMENTED       CGS
 LX5708  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LX5708
 LX5708                          STATION DESCRIPTION
 LX5708
 LX5708'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5708'THIS STATION CONSISTS OF A LARGE TRUNCATED PYRAMIDAL CONCRETE
 LX5708'MONUMENT PROJECTING 6 INCHES ABOVE GROUND AND HAVING A
 LX5708'STANDARD C. AND G.S. BRONZE STATION MARKER EMBEDDED IN ITS
 LX5708'TOP.  IT IS LOCATED ON THE N SIDE OF THE NECK OF LAND
 LX5708'CONNECTING SHELTER ISLAND AND RAM ISLAND, AND IS 7.7 METERS
 LX5708'W OF THE PROMINENT STONE ENTRANCE TO RAM ISLAND ESTATES.  IT IS
 LX5708'18 METERS N OF THE CENTER LINE OF THE ROAD AND 21.5 METERS
 LX5708'FROM HIGH-WATER LINE.  TWO REFERENCE MARKS WERE
 LX5708'ESTABLISHED.  NO. 1 CONSISTS OF A 3-FOOT CYLINDRICAL CONCRETE
 LX5708'MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND HAVING A
 LX5708'STANDARD C. AND G.S. REFERENCE DISK SET FLUSH IN ITS TOP.
 LX5708'NO. 2 IS A STANDARD REFERENCE DISK COUNTER-SUNK IN THE TOP OF
 LX5708'THE CONCRETE-CAPPED STONE WALL.  REFERENCE MARK NO. 1 IS
 LX5708'24.69 METERS W OF THE STATION AND 9 METERS N OF THE
 LX5708'CENTER LINE OF THE ROAD AND 30 METERS W OF THE CENTER
 LX5708'LINE OF THE WALL.
 LX5708'
 LX5708'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX5708'CONCRETE AS DESCRIBED IN NOTES 1A AND 11B.
 LX5708'
 LX5708'HEIGHT OF BANNER ABOVE STATION MARK 5 METERS.
 LX5708
 LX5708                          STATION RECOVERY (1954)
 LX5708
 LX5708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX5708'BOTH REFERENCE MARKS WERE FOUND BUT CENTER MARK COULD NOT BE
 LX5708'LOCATED EVEN WITH CONSIDERABLE DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1645 ***********************************************************************
 OF1645  DESIGNATION -  COENE
 OF1645  PID         -  OF1645
 OF1645  STATE/COUNTY-  NY/WAYNE
 OF1645  USGS QUAD   -  NINEMILE POINT (1976)
 OF1645
 OF1645                         *CURRENT SURVEY CONTROL
 OF1645  ___________________________________________________________________
 OF1645* NAD 83(1996)-  43 15 17.16291(N)    077 22 32.56887(W)     ADJUSTED  
 OF1645* NAVD 88     -       110.75   (+/-2cm)     363.4    (feet)  VERTCON   
 OF1645  ___________________________________________________________________
 OF1645  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OF1645  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1645
 OF1645  HORZ ORDER  -  FIRST
 OF1645  VERT ORDER  -  THIRD ? (See Below)
 OF1645
 OF1645.The horizontal coordinates were established by classical geodetic methods
 OF1645.and adjusted by the National Geodetic Survey in January 1999..
 OF1645
 OF1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1645.The vertical order pertains to the NGVD 29 superseded value.
 OF1645
 OF1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1645
 OF1645.The geoid height was determined by GEOID03.
 OF1645
 OF1645;                    North         East     Units Scale Factor Converg.
 OF1645;SPC NY C     -   361,776.583   185,660.029   MT  0.99998840   -0 32 34.8
 OF1645;SPC NY C     - 1,186,928.67    609,119.61   sFT  0.99998840   -0 32 34.8
 OF1645;SPC NY W     -   362,179.874   448,056.995   MT  1.00005574   +0 49 39.3
 OF1645;SPC NY W     - 1,188,251.80  1,470,000.32   sFT  1.00005574   +0 49 39.3
 OF1645;UTM  18      - 4,791,847.343   307,158.009   MT  1.00005748   -1 37 42.4
 OF1645
 OF1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1645!SPC NY C     -   0.99998824  x   0.99998840  =   0.99997664
 OF1645!SPC NY W     -   0.99998824  x   1.00005574  =   1.00004398
 OF1645!UTM  18      -   0.99998824  x   1.00005748  =   1.00004572
 OF1645
 OF1645:                Primary Azimuth Mark                     Grid Az
 OF1645:SPC NY C     -  ONTARIO WATER TANK                       117 08 14.1
 OF1645:SPC NY W     -  ONTARIO WATER TANK                       115 46 00.0
 OF1645:UTM  18      -  ONTARIO WATER TANK                       118 13 21.7
 OF1645
 OF1645|---------------------------------------------------------------------|
 OF1645| PID    Reference Object                     Distance      Geod. Az  |
 OF1645|                                                           dddmmss.s |
 OF1645| OF1434 ONTARIO WATER TANK                  APPROX. 7.5 KM 1163539.3 |
 OF1645| OF1438 TURKS HILL 2                        APPROX.24.6 KM 1885741.8 |
 OF1645| DE4799 COENE RM 1                           72.881 METERS 19108     |
 OF1645| OF1539 WEBSTER S WATER TANK                APPROX. 7.4 KM 2172332.7 |
 OF1645| DE4800 COENE RM 2                           54.355 METERS 34513     |
 OF1645| OF1648 1136 NYGS 1969                      348.918 METERS 35914     |
 OF1645|---------------------------------------------------------------------|
 OF1645
 OF1645                          SUPERSEDED SURVEY CONTROL
 OF1645
 OF1645  NAD 83(1986)-  43 15 17.17236(N)    077 22 32.56650(W) AD(       ) 1
 OF1645  NAD 27      -  43 15 16.94575(N)    077 22 33.59123(W) AD(       ) 1
 OF1645  NGVD 29 (07/19/86)  110.95   (m)          364.0    (f) LEVELING    3  
 OF1645
 OF1645.Superseded values are not recommended for survey control.
 OF1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1645.See file dsdata.txt to determine how the superseded data were derived.
 OF1645
 OF1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0715891847(NAD 83)
 OF1645_MARKER: DS = TRIANGULATION STATION DISK
 OF1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1645+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 OF1645
 OF1645  HISTORY     - Date     Condition        Report By
 OF1645  HISTORY     - 1939     MONUMENTED       CGS
 OF1645  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OF1645  HISTORY     - 1977     GOOD             NYDT
 OF1645  HISTORY     - 20060506 GOOD             USPSQD
 OF1645
 OF1645                          STATION DESCRIPTION
 OF1645
 OF1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 OF1645'ABOUT 3.5 MILES NORTHEAST OF WEBSTER AND 2.0 MILES NORTH OF UNION
 OF1645'HILL ON THE PROPERTY OF MR. COENE, 24 FEET EAST OF THE CENTER
 OF1645'LINE OF THE MONROE-WAYNE COUNTY LINE ROAD, ON THE WEST EDGE OF AN
 OF1645'APPLE ORCHARD OPPOSITE THE FIFTH ROW OF TREES FROM THE HOUSE ON
 OF1645'THE SOUTH, AND ABOUT HALFWAY BETWEEN WOODARD ROAD ON THE SOUTH AND
 OF1645'BOSTON ROAD ON THE NORTH.
 OF1645'
 OF1645'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OF1645'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A
 OF1645'
 OF1645'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 23.0 FEET WEST OF
 OF1645'THE CENTER LINE OF THE MONROE-WAYNE COUNTY LINE ROAD, AND 2 FEET
 OF1645'NORTH OF POWER POLE NO. RGE 29.
 OF1645'
 OF1645'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 20.0 FEET
 OF1645'WEST OF THE CENTER LINE OF THE MONROE-WAYNE COUNTY LINE ROAD AND
 OF1645'59.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED CHURCH.
 OF1645'
 OF1645'1136 (N.Y. GEOD. S.), IS USED AS AN AZIMUTH
 OF1645'MARK.  A METAL SIGN U.S. MARKER IS 3 FEET EAST OF THE MARK.
 OF1645'
 OF1645'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 OF1645
 OF1645                          STATION RECOVERY (1969)
 OF1645
 OF1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF1645'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  RM 1
 OF1645'WAS DESTROYED AT PROPERTY OWNERS REQUEST AND RM 2 WAS SEARCHED
 OF1645'FOR BUT NOT FOUND.  IT WAS IMPOSSIBLE TO BUILD OVER THE STATION
 OF1645'MARK AT THIS TIME DUE TO POWER LINES.  COENE 2 WAS ESTABLISHED
 OF1645'AT THIS TIME AND A TRAVERSE MEASUREMENT WAS MADE FROM COENE 2
 OF1645'TO COENE 1939 AND THE DISTANCE WAS FOUND TO BE 21.3768 METERS OR
 OF1645'(70.134 FT.)
 OF1645'
 OF1645'NOTE--THIS MARK IS BEING USED FOR A REFERENCE MARK FOR COENE
 OF1645'2.  FOR ADDITIONAL INFORMATION SEE DESCRIPTION TO COENE 2.
 OF1645
 OF1645                          STATION RECOVERY (1977)
 OF1645
 OF1645'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OF1645'STATION IS 2.0 MI. N OF UNION HILL ON THE PROPERTY OF MR. COENE,
 OF1645'24 FT. EAST OF THE CENTER LINE OF THE MONROE-WAYNE CO. LINE ROAD,
 OF1645'ON THE WEST EDGE OF AN APPLE ORCHARD OPPOSITE THE FIFTH ROW OF
 OF1645'TREES FROM THE HOUSE ON THE SOUTH, AND ABOUT HALFWAY BETWEEN
 OF1645'WOODARD ROAD ON THE SOUTH AND BOSTON RD. ON THE NORTH.
 OF1645'
 OF1645'RM 1, RM 2 AND AZ DESTROYED.
 OF1645'
 OF1645'TO REACH THE STATION FROM THE JUNCTION OF NEW RTE. 104 AND CO.
 OF1645'LINE RD. IN UNION HILL, GO NORTH ON COUNTY LINE RD. FOR 2.15 MI.,
 OF1645'THEN TURN RIGHT AND GO TO THE PINES ROW AND THE STATION.
 OF1645
 OF1645                          STATION RECOVERY (2006)
 OF1645
 OF1645'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1646 ***********************************************************************
 OF1646  DESIGNATION -  COENE 2
 OF1646  PID         -  OF1646
 OF1646  STATE/COUNTY-  NY/MONROE
 OF1646  USGS QUAD   -  NINEMILE POINT (1976)
 OF1646
 OF1646                         *CURRENT SURVEY CONTROL
 OF1646  ___________________________________________________________________
 OF1646* NAD 83(1996)-  43 15 16.77546(N)    077 22 33.35448(W)     ADJUSTED  
 OF1646* NAVD 88     -       110.38   (+/-2cm)     362.1    (feet)  VERTCON   
 OF1646  ___________________________________________________________________
 OF1646  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OF1646  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF1646
 OF1646  HORZ ORDER  -  FIRST
 OF1646  VERT ORDER  -  THIRD ? (See Below)
 OF1646
 OF1646.The horizontal coordinates were established by classical geodetic methods
 OF1646.and adjusted by the National Geodetic Survey in January 1999..
 OF1646
 OF1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1646.The vertical order pertains to the NGVD 29 superseded value.
 OF1646
 OF1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1646
 OF1646.The geoid height was determined by GEOID03.
 OF1646
 OF1646;                    North         East     Units Scale Factor Converg.
 OF1646;SPC NY W     -   362,167.661   448,039.448   MT  1.00005570   +0 49 38.7
 OF1646;SPC NY W     - 1,188,211.73  1,469,942.76   sFT  1.00005570   +0 49 38.7
 OF1646;SPC NY C     -   361,764.795   185,642.196   MT  0.99998843   -0 32 35.3
 OF1646;SPC NY C     - 1,186,890.00    609,061.10   sFT  0.99998843   -0 32 35.3
 OF1646;UTM  18      - 4,791,835.894   307,139.955   MT  1.00005757   -1 37 42.9
 OF1646
 OF1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1646!SPC NY W     -   0.99998830  x   1.00005570  =   1.00004400
 OF1646!SPC NY C     -   0.99998830  x   0.99998843  =   0.99997673
 OF1646!UTM  18      -   0.99998830  x   1.00005757  =   1.00004587
 OF1646
 OF1646:                Primary Azimuth Mark                     Grid Az
 OF1646:SPC NY W     -  COENE 2 AZ MK                            000 47 43.7
 OF1646:SPC NY C     -  COENE 2 AZ MK                            002 09 57.7
 OF1646:UTM  18      -  COENE 2 AZ MK                            003 15 05.3
 OF1646
 OF1646|---------------------------------------------------------------------|
 OF1646| PID    Reference Object                     Distance      Geod. Az  |
 OF1646|                                                           dddmmss.s |
 OF1646| DE4801 COENE 2 AZ MK                                      0013722.4 |
 OF1646| OF1648 1136 NYGS 1969                      361.080 METERS 00204     |
 OF1646| OF1645 COENE                                21.377 METERS 05559     |
 OF1646| DE4802 COENE 2 RM 1                         32.114 METERS 17452     |
 OF1646|---------------------------------------------------------------------|
 OF1646
 OF1646                          SUPERSEDED SURVEY CONTROL
 OF1646
 OF1646  NAD 83(1986)-  43 15 16.78460(N)    077 22 33.35270(W) AD(       ) 1
 OF1646  NAD 27      -  43 15 16.55860(N)    077 22 34.37705(W) AD(       ) 1
 OF1646  NGVD 29 (07/19/86)  110.58   (m)          362.8    (f) LEVELING    3  
 OF1646
 OF1646.Superseded values are not recommended for survey control.
 OF1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1646.See file dsdata.txt to determine how the superseded data were derived.
 OF1646
 OF1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN0714091836(NAD 83)
 OF1646_MARKER: DS = TRIANGULATION STATION DISK
 OF1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1646+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 OF1646
 OF1646  HISTORY     - Date     Condition        Report By
 OF1646  HISTORY     - 1969     MONUMENTED       CGS
 OF1646  HISTORY     - 1973     GOOD             NGS
 OF1646  HISTORY     - 20060506 GOOD             USPSQD
 OF1646
 OF1646                          STATION DESCRIPTION
 OF1646
 OF1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF1646'THE STATION IS LOCATED ABOUT 4-1/4 MILES NORTHEAST OF WEBSTER,
 OF1646'2-1/4 MILES NORTH OF UNION HILL, 1-1/2 MILES SOUTH OF THE SOUTH
 OF1646'SHORE OF LAKE ONTARIO, ON THE WEST SIDE OF MONROE-WAYNE COUNTY
 OF1646'LINE ROAD AND ON PROPERTY OWNED BY MR. P. VERKEST.
 OF1646'
 OF1646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 250 AND
 OF1646'U.S. HIGHWAY 104 IN WEBSTER, GO EAST ON HIGHWAY 104 FOR 2.95 MILES
 OF1646'TO A CROSS ROAD.  TURN LEFT AND GO NORTH ON MONROE-WAYNE COUNTY
 OF1646'LINE ROAD FOR 2.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 OF1646'
 OF1646'STATION MARK, STAMPED COENE 2 1969 IS A STANDARD DISK SET IN A
 OF1646'ROUND CONCRETE MONUMENT THAT IS SET 2 INCHES BELOW THE GROUND
 OF1646'SURFACE.  IT IS 73.5 FEET SOUTH OF THE CENTER OF A PAVED
 OF1646'DRIVEWAY, 73.5 FEET NORTH OF A 15-INCH APPLE TREE, 72.5 FEET
 OF1646'SOUTHWEST OF POWER POLE NUMBER 28 AND 34.5 FEET WEST OF THE
 OF1646'CENTER OF MONROE-WAYNE COUNTY LINE ROAD.
 OF1646'
 OF1646'OLD STATION, STAMPED COENE 1939 IS A STANDARD DISK SET IN A
 OF1646'SQUARE CONCRETE MONUMENT THAT PROJECTS 15-INCHES.  IT IS 23.5 FEET
 OF1646'EAST OF THE CENTER OF MONROE-WAYNE COUNTY LINE ROAD, 22 FEET SOUTH
 OF1646'OF THE CENTER OF A PAVED DRIVEWAY, 2.7 FEET SOUTH OF POWER POLE
 OF1646'NUMBER 28 AND 2 FEET NORTH OF A 4-INCH PINE TREE.
 OF1646'
 OF1646'RM 1, STAMPED COENE 2 NO 1 1969 IS A STANDARD DISK SET IN A
 OF1646'ROUND CONCRETE MONUMENT THAT IS SET 1 INCH BELOW THE GROUND
 OF1646'SURFACE.  IT IS 31.5 FEET SOUTHEAST OF A 15-INCH APPLE TREE,
 OF1646'25.5 FEET WEST OF THE CENTER OF MONROE-WAYNE COUNTY LINE ROAD
 OF1646'AND 13.5 FEET EAST-NORTHEAST OF A 10-INCH APPLE TREE.
 OF1646'
 OF1646'AZ MK, STAMPED COENE 2 1969 IS A STANDARD DISK SET IN A ROUND
 OF1646'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 45.5 FEET EAST OF
 OF1646'A FIRE HYDRANT, 19 FEET EAST OF THE CENTER OF MONROE-WAYNE COUNTY
 OF1646'LINE ROAD, 2.4 FEET SOUTH OF A METAL WITNESS POST AND 0.6 FOOT
 OF1646'SOUTH OF A POWER POLE.
 OF1646'
 OF1646'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 OF1646'MONROE-WAYNE COUNTY LINE ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 OF1646'
 OF1646'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF1646
 OF1646                          STATION RECOVERY (1973)
 OF1646
 OF1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OF1646'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 OF1646'THE DISTANCE AND ANGLE TO RM 1 COULD NOT BE CHECKED DUE TO
 OF1646'HEAVY-LADEN APPLE TREES ON LINE.  DISTANCE TO COENE 1939 CHECKED
 OF1646'VERY CLOSELY, BUT THE ANGLE FROM AZIMUTH MARK TO COENE 1939 IS
 OF1646'NOW 01 MIN 46 SEC LOWER THAN THE 1969 ANGLE.  THE AZIMUTH MARK
 OF1646'IS DUE TO BE DESTROYED BY ROAD WIDENING, BUT SINCE THERE WAS NO
 OF1646'SUITABLE LOCATION TO SET A NEW ONE, TRAVERSE STA. 1136 WAS TIED
 OF1646'TO 3 REFERENCE POINTS, AND AFTER THE ROAD WORK IS COMPLETED IT
 OF1646'WILL BE REPLACED AND TIED TO THE STATION TO BE USED AS AN
 OF1646'AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 OF1646'
 OF1646'STATION IS LOCATED IN THE NORTHEAST CORNER OF AN ORCHARD,
 OF1646'ALONG THE WEST SIDE OF COUNTY LINE ROAD, AND ABOUT 100 YARDS
 OF1646'SOUTH OF THE T-ROAD JUNCTION OF COUNTY LINE RD. AND BOSTON RD.
 OF1646'
 OF1646'TO REACH STATION FROM THE POST OFFICE IN WEBSTER, GO EAST ON
 OF1646'U.S. HIGHWAY 104 FOR 3.3 MILES TO CROSSROAD.  TURN LEFT AND GO
 OF1646'NORTH ON COUNTY LINE RD. FOR 2.15 MILES TO STATION ON LEFT.
 OF1646'
 OF1646'STATION MARK IS A STANDARD DISK STAMPED COENE 2 1969, SET IN
 OF1646'THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 OF1646'GROUND.  IT IS 34.5 FEET WEST OF CENTER LINE OF COUNTY LINE
 OF1646'ROAD, 73.5 FEET SOUTH OF CENTER LINE OF A MACADAM DRIVEWAY TO A
 OF1646'HOUSE, AND 13.5 FEET NORTH OF THE FIRST APPLE TREE AT EAST END
 OF1646'OF A ROW OF 5 SMALL TREES.
 OF1646'
 OF1646'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COENE 2
 OF1646'NO 1 1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH
 OF1646'BELOW GROUND.  IT IS AT EAST EDGE OF APPLE ORCHARD AND 25.5 FEET
 OF1646'WEST OF CENTER LINE OF COUNTY LINE RD.
 OF1646'
 OF1646'COENE 1939 IS A STANDARD DISK STAMPED COENE 1939, SET IN THE
 OF1646'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES
 OF1646'FROM GROUND.  IT IS 2.7 FEET SOUTH OF POWER POLE NO. 28, 23.5 FEET
 OF1646'EAST OF CENTER LINE OF COUNTY LINE ROAD AND 22 FEET SOUTH OF
 OF1646'CENTER LINE OF A MACADAM DRIVEWAY TO A HOME, AND SET DIRECTLY IN
 OF1646'LINE WITH A ROW OF SPRUCE TREES.
 OF1646'
 OF1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1646'4-1/4 MILES NORTHWEST OF WEBSTER.
 OF1646
 OF1646                          STATION RECOVERY (2006)
 OF1646
 OF1646'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4493 ***********************************************************************
 LX4493  DESIGNATION -  COES
 LX4493  PID         -  LX4493
 LX4493  STATE/COUNTY-  NY/ULSTER
 LX4493  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4493
 LX4493                         *CURRENT SURVEY CONTROL
 LX4493  ___________________________________________________________________
 LX4493* NAD 83(1996)-  41 43 31.92944(N)    073 56 48.58643(W)     ADJUSTED  
 LX4493* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4493  ___________________________________________________________________
 LX4493  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 LX4493  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LX4493
 LX4493  HORZ ORDER  -  THIRD
 LX4493
 LX4493.The horizontal coordinates were established by classical geodetic methods
 LX4493.and adjusted by the National Geodetic Survey in January 1999..
 LX4493
 LX4493.The orthometric height was scaled from a topographic map.
 LX4493
 LX4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4493
 LX4493.The geoid height was determined by GEOID03.
 LX4493
 LX4493;                    North         East     Units Scale Factor Converg.
 LX4493;SPC NY E     -   321,266.071   196,022.487   MT  0.99992606   +0 22 05.4
 LX4493;SPC NY E     - 1,054,020.43    643,117.11   sFT  0.99992606   +0 22 05.4
 LX4493;UTM  18      - 4,619,839.377   587,595.443   MT  0.99969442   +0 42 03.6
 LX4493
 LX4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4493!SPC NY E     -   1.00000485  x   0.99992606  =   0.99993091
 LX4493!UTM  18      -   1.00000485  x   0.99969442  =   0.99969927
 LX4493
 LX4493:                Primary Azimuth Mark                     Grid Az
 LX4493:SPC NY E     -  ST ANDREW ON HUD BELL TR CROSS           026 22 47.2
 LX4493:UTM  18      -  ST ANDREW ON HUD BELL TR CROSS           026 02 49.0
 LX4493
 LX4493|---------------------------------------------------------------------|
 LX4493| PID    Reference Object                     Distance      Geod. Az  |
 LX4493|                                                           dddmmss.s |
 LX4493| LX4485 ST ANDREW ON HUD BELL TR CROSS      APPROX. 2.5 KM 0264452.6 |
 LX4493| LX4503 POUGHKEEPSIE USN BOATHSE FLAG       APPROX. 1.3 KM 0392141.8 |
 LX4493| LX4537 POUGHKEEPSIE HUD R ST HOSP FP       APPROX. 1.6 KM 0593026.6 |
 LX4493| LX4544 POUGHKEEPSIE HUD R ST HOSP STK      APPROX. 2.0 KM 0604241.1 |
 LX4493| LX4540 POUGHKEEPSIE HUD R HOSP VANE        APPROX. 1.7 KM 0605438.4 |
 LX4493| LX4482 POUGHKEEPSIE WHIRL AMUSE ROD        APPROX. 1.0 KM 0852000.5 |
 LX4493| LX4483 POUGHKEEPSIE TK STEEL BANDS TK      APPROX. 1.1 KM 0954908.2 |
 LX4493| LX4501 POUGHKEEPSIE WATER WORKS FLAG       APPROX. 0.8 KM 1132456.7 |
 LX4493| LX4498 MIT                                 APPROX. 0.8 KM 1230231.0 |
 LX4493| CB3854 COES RM 2                            22.110 METERS 20930     |
 LX4493| CB3853 COES RM 1                            21.260 METERS 28022     |
 LX4493|---------------------------------------------------------------------|
 LX4493
 LX4493                          SUPERSEDED SURVEY CONTROL
 LX4493
 LX4493  NAD 83(1986)-  41 43 31.93161(N)    073 56 48.58735(W) AD(       ) 3
 LX4493  NAD 27      -  41 43 31.59500(N)    073 56 50.09000(W) AD(       ) 3
 LX4493
 LX4493.Superseded values are not recommended for survey control.
 LX4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4493.See file dsdata.txt to determine how the superseded data were derived.
 LX4493
 LX4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8759519839(NAD 83)
 LX4493_MARKER: Z = SEE DESCRIPTION
 LX4493_SETTING: 0 = UNSPECIFIED SETTING
 LX4493
 LX4493  HISTORY     - Date     Condition        Report By
 LX4493  HISTORY     - 1933     MONUMENTED       CGS
 LX4493  HISTORY     - 1984     POOR             USPSQD
 LX4493
 LX4493                          STATION DESCRIPTION
 LX4493
 LX4493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4493'THIS STATION IS LOCATED ON THE W BANK OF THE HUDSON RIVER ABOUT 7/8
 LX4493'OF A MILE N OF THE POUGHKEEPSIE RAILROAD BRIDGE.  IT IS JUST E OF
 LX4493'THE COES CUT RAILROAD WATCHMANS SHANTY AT THE TOP OF THE RIVER
 LX4493'BANK.  IT IS MARKED BY A STANDARD DISK STAMPED COES 1933 CEMENTED
 LX4493'IN A DRILL HOLE IN A LARGE FLAT SLIGHTLY SLOPING ROCK.  REFERENCE
 LX4493'MARK 1 IS A STANDARD DISK STAMPED COES 1933-NO.1 CEMENTED IN A
 LX4493'DRILL HOLE IN THE STEEP CUT ON THE W SIDE OF THE RAILROAD AND ABOUT
 LX4493'10 FEET ABOVE THE LEVEL OF THE TRACKS.  REFERENCE MARK 2 IS A
 LX4493'SIMILAR DISK CEMENTED IN THE CEMENT FOUNDATION OF THE SIGNAL
 LX4493'TOWER NO. 731 JUST S OF THE STATION.
 LX4493'
 LX4493'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX4493
 LX4493                          STATION RECOVERY (1984)
 LX4493
 LX4493'RECOVERY NOTE BY US POWER SQUADRON 1984 (EVW)
 LX4493'COES 1933 FOUND POOR.
 LX4493'ESSENTIALLY ALL FEATURES ON SKETCH FOR LOCATION OF THE MARK ARE
 LX4493'GONE.  SUGGEST FOLLOWING DESCRIPTION REPLACE EXISTING AND ATTACHED
 LX4493'SKETCH REPLACE EXISTING TO AID IN LOCATING MARKS.
 LX4493'
 LX4493'THIS STATION IS LOCATED ON THE WEST BANK OF THE HUDSON RIVER ABOUT
 LX4493'7/8 MILE NORTH OF THE POUGHKEEPSIE RAILROAD BRIDGE.  STATION IS
 LX4493'DAMMAGED.  DISK IS GONE ONLY PIN REMAINS CEMENTED IN A LARGE
 LX4493'SLIGHTLY SLOPING ROCK ON THE RIVER BANK.  REFERENCE MARK NO. 1 IS IN
 LX4493'GOOD SHAPE.  IS A STANDARD DISK STAMPED COES 1933 NO. 1
 LX4493'CEMENTED IN A DRILL HOLE ON THE ROCK FACE WEST OF THE RAILROAD
 LX4493'TRACK ABOUT 5 FEET ABOVE THE TRACK.  REFERENCE MARK NO. 2,
 LX4493'SIMIARLY MARKED, IS IN GOOD SHAPE CEMENTED IN REMAINS OF CONCRETE
 LX4493'SIGNAL TOWER FOUNDATION.  MARK CAN EASILY BE LOCATED BY
 LX4493'RELATIVE POSITION FROM TELE POLE NO. 7310 AS SHOWN ON SKETCH.
 LX4493'(ORIGINAL TABLE OF DISTANCES AND DIRECTION TO MARKS IS
 LX4493'ASSUMED CORRECT AND SHOULD APPEAR HERE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2230 ***********************************************************************
 MZ2230  DESIGNATION -  COEYMANS BAR LIGHT
 MZ2230  PID         -  MZ2230
 MZ2230  STATE/COUNTY-  NY/ALBANY
 MZ2230  USGS QUAD   -  RAVENA (1980)
 MZ2230
 MZ2230                         *CURRENT SURVEY CONTROL
 MZ2230  ___________________________________________________________________
 MZ2230* NAD 83(1996)-  42 28 22.83048(N)    073 47 14.43527(W)     ADJUSTED  
 MZ2230* NAVD 88     -                                                        
 MZ2230  ___________________________________________________________________
 MZ2230  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MZ2230  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ2230
 MZ2230  HORZ ORDER  -  THIRD
 MZ2230
 MZ2230.The horizontal coordinates were established by classical geodetic methods
 MZ2230.and adjusted by the National Geodetic Survey in January 1999..
 MZ2230
 MZ2230
 MZ2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2230
 MZ2230.The geoid height was determined by GEOID03.
 MZ2230
 MZ2230;                    North         East     Units Scale Factor Converg.
 MZ2230;SPC NY E     -   404,381.658   208,599.155   MT  0.99994224   +0 28 52.4
 MZ2230;SPC NY E     - 1,326,708.82    684,379.06   sFT  0.99994224   +0 28 52.4
 MZ2230;UTM  18      - 4,703,008.346   599,682.838   MT  0.99972226   +0 49 08.1
 MZ2230
 MZ2230                          SUPERSEDED SURVEY CONTROL
 MZ2230
 MZ2230  NAD 83(1996)-  42 28 22.83193(N)    073 47 14.43712(W) AD(       ) 4
 MZ2230  NAD 83(1996)-  42 28 22.83211(N)    073 47 14.43707(W) AD(       ) 4
 MZ2230  NAD 83(1992)-  42 28 22.83248(N)    073 47 14.43668(W) AD(       ) 4
 MZ2230  NAD 83(1992)-  42 28 22.83313(N)    073 47 14.43593(W) AD(       ) 4
 MZ2230  NAD 83(1986)-  42 28 22.83319(N)    073 47 14.43542(W) AD(       ) 4
 MZ2230  NAD 27      -  42 28 22.52700(N)    073 47 15.99500(W) AD(       ) 3
 MZ2230
 MZ2230.Superseded values are not recommended for survey control.
 MZ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2230.See file dsdata.txt to determine how the superseded data were derived.
 MZ2230
 MZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9968303008(NAD 83)
 MZ2230
 MZ2230  HISTORY     - Date     Condition        Report By
 MZ2230  HISTORY     - 1934     MONUMENTED       CGS
 MZ2230  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2230
 MZ2230                          STATION DESCRIPTION
 MZ2230
 MZ2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2230'ON MIDDLE DIKE, W OF MAIN CHANNEL, E OF COEYMANS.
 MZ2230'
 MZ2230'GREEN FLASHING LIGHT, ON BLACK, PYRAMIDAL, SKELETON TOWER, WHITE
 MZ2230'TANK HOUSE.
 MZ2230
 MZ2230                          STATION RECOVERY (1935)
 MZ2230
 MZ2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2230'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS
 MZ2230'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2225 ***********************************************************************
 MZ2225  DESIGNATION -  COEYMANS DIKE NORTH LIGHT
 MZ2225  PID         -  MZ2225
 MZ2225  STATE/COUNTY-  NY/ALBANY
 MZ2225  USGS QUAD   -  RAVENA (1980)
 MZ2225
 MZ2225                         *CURRENT SURVEY CONTROL
 MZ2225  ___________________________________________________________________
 MZ2225* NAD 83(1996)-  42 28 41.90415(N)    073 47 18.02651(W)     ADJUSTED  
 MZ2225* NAVD 88     -                                                        
 MZ2225  ___________________________________________________________________
 MZ2225  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MZ2225  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ2225
 MZ2225  HORZ ORDER  -  THIRD
 MZ2225
 MZ2225.The horizontal coordinates were established by classical geodetic methods
 MZ2225.and adjusted by the National Geodetic Survey in January 1999..
 MZ2225
 MZ2225
 MZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2225
 MZ2225.The geoid height was determined by GEOID03.
 MZ2225
 MZ2225;                    North         East     Units Scale Factor Converg.
 MZ2225;SPC NY E     -   404,969.457   208,512.192   MT  0.99994211   +0 28 50.2
 MZ2225;SPC NY E     - 1,328,637.29    684,093.75   sFT  0.99994211   +0 28 50.2
 MZ2225;UTM  18      - 4,703,595.493   599,592.433   MT  0.99972203   +0 49 05.9
 MZ2225
 MZ2225                          SUPERSEDED SURVEY CONTROL
 MZ2225
 MZ2225  NAD 83(1996)-  42 28 41.90565(N)    073 47 18.02836(W) AD(       ) 4
 MZ2225  NAD 83(1996)-  42 28 41.90583(N)    073 47 18.02831(W) AD(       ) 4
 MZ2225  NAD 83(1992)-  42 28 41.90618(N)    073 47 18.02792(W) AD(       ) 4
 MZ2225  NAD 83(1992)-  42 28 41.90682(N)    073 47 18.02721(W) AD(       ) 4
 MZ2225  NAD 83(1986)-  42 28 41.90686(N)    073 47 18.02668(W) AD(       ) 4
 MZ2225  NAD 27      -  42 28 41.60000(N)    073 47 19.59000(W) AD(       ) 3
 MZ2225
 MZ2225.Superseded values are not recommended for survey control.
 MZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2225.See file dsdata.txt to determine how the superseded data were derived.
 MZ2225
 MZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9959203595(NAD 83)
 MZ2225
 MZ2225  HISTORY     - Date     Condition        Report By
 MZ2225  HISTORY     - 1934     MONUMENTED       CGS
 MZ2225  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2225
 MZ2225                          STATION DESCRIPTION
 MZ2225
 MZ2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2225'ON N END OF MIDDLE DIKE, W SIDE OF CHANNEL NE OF COEYMANS.
 MZ2225'
 MZ2225'WHITE FLASHING LIGHT, BLACK, PYRAMIDAL, SKELETON TOWER, WHITE
 MZ2225'TANK HOUSE WITH BLACK SQUARE BASE.
 MZ2225
 MZ2225                          STATION RECOVERY (1935)
 MZ2225
 MZ2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2225'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1930 ***********************************************************************
 NB1930  DESIGNATION -  COHOCTON RESET
 NB1930  PID         -  NB1930
 NB1930  STATE/COUNTY-  NY/STEUBEN
 NB1930  USGS QUAD   -  HASKINVILLE (1978)
 NB1930
 NB1930                         *CURRENT SURVEY CONTROL
 NB1930  ___________________________________________________________________
 NB1930* NAD 83(1996)-  42 28 14.81857(N)    077 32 09.21124(W)     ADJUSTED  
 NB1930* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 NB1930  ___________________________________________________________________
 NB1930  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 NB1930  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NB1930
 NB1930  HORZ ORDER  -  FIRST
 NB1930
 NB1930.The horizontal coordinates were established by classical geodetic methods
 NB1930.and adjusted by the National Geodetic Survey in January 1999..
 NB1930
 NB1930.The orthometric height was scaled from a topographic map.
 NB1930
 NB1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1930
 NB1930.The geoid height was determined by GEOID03.
 NB1930
 NB1930;                    North         East     Units Scale Factor Converg.
 NB1930;SPC NY C     -   274,823.939   171,668.746   MT  1.00001297   -0 38 35.6
 NB1930;SPC NY C     -   901,651.54    563,216.54   sFT  1.00001297   -0 38 35.6
 NB1930;SPC NY W     -   274,915.899   436,133.763   MT  1.00002875   +0 42 26.2
 NB1930;SPC NY W     -   901,953.25  1,430,882.19   sFT  1.00002875   +0 42 26.2
 NB1930;UTM  18      - 4,705,164.937   291,532.464   MT  1.00013473   -1 42 46.4
 NB1930
 NB1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1930!SPC NY C     -   0.99990248  x   1.00001297  =   0.99991545
 NB1930!SPC NY W     -   0.99990248  x   1.00002875  =   0.99993123
 NB1930!UTM  18      -   0.99990248  x   1.00013473  =   1.00003720
 NB1930
 NB1930:                Primary Azimuth Mark                     Grid Az
 NB1930:SPC NY C     -  BUFFALO NEW YORK AIRWAY BCN 9            137 20 25.7
 NB1930:SPC NY W     -  BUFFALO NEW YORK AIRWAY BCN 9            135 59 23.9
 NB1930:UTM  18      -  BUFFALO NEW YORK AIRWAY BCN 9            138 24 36.5
 NB1930
 NB1930|---------------------------------------------------------------------|
 NB1930| PID    Reference Object                     Distance      Geod. Az  |
 NB1930|                                                           dddmmss.s |
 NB1930| NB1919 BUFFALO NEW YORK AIRWAY BCN 9       APPROX.35.3 KM 1364150.1 |
 NB1930| NB1929 BUFFALO NEW YORK AIRWAY BCN 7       APPROX.16.4 KM 1563351.5 |
 NB1930| NB1938 BUFFALO NEW YORK AIRWAY BCN 6       APPROX. 9.9 KM 2440651.3 |
 NB1930| DA1610 COHOCTON RM 2                        42.646 METERS 25454     |
 NB1930| DA1608 COHOCTON AZ MK                                     2932728.5 |
 NB1930| DA1611 COHOCTON RM 3                        22.182 METERS 35755     |
 NB1930| DA1609 COHOCTON RM 1                        22.110 METERS 35845     |
 NB1930|---------------------------------------------------------------------|
 NB1930
 NB1930                          SUPERSEDED SURVEY CONTROL
 NB1930
 NB1930  NAD 83(1986)-  42 28 14.82631(N)    077 32 09.20445(W) AD(       ) 1
 NB1930  NAD 27      -  42 28 14.57800(N)    077 32 10.24600(W) AD(       ) 1
 NB1930
 NB1930.Superseded values are not recommended for survey control.
 NB1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1930.See file dsdata.txt to determine how the superseded data were derived.
 NB1930
 NB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9153205165(NAD 83)
 NB1930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1930+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2001
 NB1930
 NB1930  HISTORY     - Date     Condition        Report By
 NB1930  HISTORY     - 1935     MONUMENTED       CGS
 NB1930  HISTORY     - 1939     SEE DESCRIPTION  CGS
 NB1930  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NB1930  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1930  HISTORY     - 19941014 MARK NOT FOUND   USPSQD
 NB1930  HISTORY     - 20010707 GOOD             INDIV
 NB1930
 NB1930                          STATION DESCRIPTION
 NB1930
 NB1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 NB1930'ORIGINAL MONUMENT REPLACED BY STANDARD CONCRETE MONUMENT
 NB1930'1935.  STATION OCCUPIES HIGHEST POINT ON A HILL IN COHOCTON
 NB1930'TOWNSHIP ABOUT SEVEN MILES, AIR LINE NORTHWEST OF AVOCA, AND
 NB1930'12.5 MILES NORTHEAST OF HORNELL (AIR LINE).  POINT IS HIGHEST
 NB1930'PART OF A CULTIVATED HILL, ABOUT 0.1 MILE NORTH OF
 NB1930'MR. JOHN LOVELANDS HOUSE, AND BARN.  MARK PROJECTS 6 INCHES, IS
 NB1930'322 FEET NORTH OF NORTH MAPLE TREE OF ROW OF TREES ON WEST SIDE
 NB1930'OF HOUSE, 42 FEET SOUTH OF EXTENDED LINE OF WEST FACE OF
 NB1930'HOUSE.  TO REACH FROM COHOCTON, START AT THE ERIE RAILROAD
 NB1930'DEPOT AND GO ON ROUTE 2 FOR 0.3 MILE TO A RED LIGHT.  TURN
 NB1930'RIGHT ON ROUTE 2 AND GO 1.4 MILES TO A T-ROAD RIGHT.  TURN
 NB1930'RIGHT AND GO 0.3 MILE TO A T-ROAD LEFT, KEEP STRAIGHT
 NB1930'AHEAD HERE ON DIRT ROAD FOR 1.4 MILES TO A CROSS T-ROAD.
 NB1930'TURN LEFT ON NARROW MACADAM ROAD, GO 1.8 MILES TO A
 NB1930'Y-INTERSECTION.  TURN RIGHT UP A STEEP GRADE AND GO 0.45 MILE
 NB1930'TO A FARM ROAD TO RIGHT.  TURN RIGHT ON FARM ROAD AND GO
 NB1930'0.45 MILE, PASSING LEFT OF FARMHOUSE AND BARN OF MR.
 NB1930'LOVELAND.  TURN RIGHT ON FARM ROAD AND GO 0.05 MILE TO POINT
 NB1930'WHERE FARM ROAD VEERS TO LEFT.  HERE KEEP STRAIGHT AHEAD 0.05
 NB1930'MILE TO STATION.
 NB1930'
 NB1930'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1930'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A.
 NB1930'
 NB1930'REFERENCE MARK NO. 1 IS 72.61 FEET, (22.132 METERS) NORTH
 NB1930'OF STATION ON A LINE BETWEEN TIMOTHY FIELD TO WEST AND
 NB1930'CULTIVATED FIELD TO EAST AND PROJECTS 6 INCHES.
 NB1930'
 NB1930'REFERENCE MARK NO. 2 IS 149.95 FEET, (45.705 METERS) SOUTH
 NB1930'BY EAST OF STATION, 4 FEET, NORTHEAST OF EDGE OF FARM ROAD.
 NB1930'
 NB1930'TO REACH AZIMUTH MARK FROM STATION GO SOUTH 0.05 MILE TO FARM
 NB1930'ROAD, TURN SHARP RIGHT ON FARM ROAD AND GO 0.35 MILE TO
 NB1930'INTERSECTION OF FENCE LINES RUNNING NORTH-SOUTH AND
 NB1930'EAST-WEST.  MARK PROJECTS 6 INCHES AND IS IN NORTHWEST CORNER
 NB1930'OF FENCES, 9.6 FEET WEST OF NORTH-SOUTH FENCE AND 22.5 FEET
 NB1930'NORTH OF EAST-WEST FENCE, 13.5 FEET NORTH OF CENTER LINE OF
 NB1930'FARM ROAD.
 NB1930'
 NB1930'THIS STATION WAS NOT OCCUPIED.
 NB1930
 NB1930                          STATION RECOVERY (1939)
 NB1930
 NB1930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1930'STATION IS ON THE HIGHEST POINT IN COHOCTON COUNTY, ABOUT
 NB1930'7 MILES AIR LINE NORTHWEST OF AVOCA, AND 12.5 MILES NORTHEAST
 NB1930'OF HORNELL, AIR LINE.  THE STATION IS ON THE HIGHEST PART OF A
 NB1930'CULTIVATED HILL, ABOUT 0.1 MILE NORTH OF MR. JOHN LOVELANDS
 NB1930'HOUSE AND BARN.  IT IS 322 FEET NORTH OF NORTH MAPLE TREE OF
 NB1930'ROW OF TREES ON THE WEST SIDE OF HOUSE, AND 42 FEET WEST OF
 NB1930'EXTENDED LINE OF WEST FACE OF HOUSE.
 NB1930'
 NB1930'STATION IS REACHED AS FOLLOWS--FROM COHOCTON AT THE ERIE
 NB1930'RAILROAD DEPOT GO ON ROUTE NO. 15 FOR 0.3 MILE TO A RED LIGHT,
 NB1930'TURN RIGHT (SOUTH) ON ROUTE NO. 15 AND GO 1.4 MILES TO A
 NB1930'T-ROAD ON THE RIGHT, TURN RIGHT AND GO 0.3 MILE TO A T-ROAD
 NB1930'LEFT, KEEP STRAIGHT AHEAD HERE ON DIRT ROAD FOR 1.4 MILES TO A
 NB1930'CROSS T-ROAD, TURN LEFT UP NARROW MACADAM ROAD AND GO 1.8 MILES
 NB1930'TO A Y-INTERSECTION, TURN RIGHT UP STEEP GRADE AND GO 0.45 MILE
 NB1930'TO A FARM ROAD TO THE RIGHT.  TURN RIGHT ON FARM ROAD AND GO
 NB1930'0.45 MILE PASSING LEFT OF FARMHOUSE AND BARN OF MR. LOVELAND,
 NB1930'TURN RIGHT ON FARM ROAD AND GO 0.05 MILE TO POINT WHERE FARM
 NB1930'ROAD VEERS TO THE LEFT, KEEP STRAIGHT AHEAD 0.05 MILE TO
 NB1930'TOP OF HILL AND STATION.
 NB1930'
 NB1930'STATION, REFERENCE AND AZIMUTH MARKS STAMPED COHOCTON 1935.
 NB1930'
 NB1930'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1930'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A.
 NB1930'
 NB1930'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 NB1930'AND IS ON A LINE BETWEEN TIMOTHY FIELD ON THE WEST AND
 NB1930'CULTIVATED FIELD TO THE EAST.
 NB1930'
 NB1930'REFERENCE MARK NO. 2 IS 4.0 FEET NORTHEAST OF EDGE OF FARM ROAD.
 NB1930'
 NB1930'AZIMUTH MARK IS IN THE NORTHWEST CORNER OF FENCES 9.6 FEET
 NB1930'WEST OF NORTH-SOUTH FENCE AND 22.5 FEET NORTH OF EAST-WEST
 NB1930'FENCE, AND 13.5 FEET NORTH OF CENTER LINE OF FARM ROAD.
 NB1930'
 NB1930'A POST PAINTED WHITE, FOUR INCHES SQUARE AND FIVE FEET LONG,
 NB1930'WITH U.S. TRIANGULATION STAMPED ON IT WAS SET ABOUT 5 FEET FROM
 NB1930'THE STATION.  THE POST PROJECTS 18 INCHES ABOVE THE GROUND.
 NB1930'
 NB1930'DISTANCE TO R.M.NO. 2 DID NOT CHECK.  IN ERROR BY 9.83 FEET.
 NB1930'
 NB1930'ALL LIGHTS VISIBLE FROM THE GROUND.
 NB1930
 NB1930                          STATION RECOVERY (1970)
 NB1930
 NB1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NB1930'ONLY THE AZIMUTH MARK AND RM NO. 2 WERE RECOVERED IN GOOD
 NB1930'CONDITION.  STATION MONUMENT WAS FOUND WITH TOP BROKEN OFF AND
 NB1930'RM NO. 1 WAS FOUND PUSHED OUT OF GROUND.  UNDERGROUND MARK WAS
 NB1930'RECOVERED AND A NEW SURFACE STATION MARK ESTABLISHED, PLUMBED
 NB1930'OVER THE UNDERGROUND, AND A NEW RM, NO. 3, WAS ESTABLISHED.  A
 NB1930'COMPLETE DESCRIPTION FOLLOWS--
 NB1930'
 NB1930'STATION IS LOCATED ON A HILL IN PASTURE, ABOUT 350 FEET NORTH
 NB1930'OF OLD FARMHOUSE.
 NB1930'
 NB1930'TO REACH STATION FROM THE POST OFFICE IN COHOCTON, GO WEST ON
 NB1930'U.S. HIGHWAY 15 FOR 0.6 MILE.  TAKE T-ROAD LEFT AND GO
 NB1930'0.3 MILE.  TURN RIGHT ON LOON LAKE RD. AND GO 0.4 MILE.  TAKE
 NB1930'LEFT FORK AND FOLLOW LAKE HOLLOW RD FOR 2.5 MILES TO
 NB1930'FORK.  TAKE RIGHT FORK AND GO 0.5 MILE.  TAKE T-ROAD RIGHT,
 NB1930'LOVELAND ROAD, AND GO 0.4 MILE TO OLD FARMHOUSE.  FOLLOW ROAD
 NB1930'AROUND LEFT SIDE OF HOUSE FOR 0.1 MILE TO LONE BUSH AT RM NO.
 NB1930'2.  GO RIGHT, ACROSS PASTURE, FOR 140 FEET TO STATION.
 NB1930'
 NB1930'STATION MARK IS A STANDARD DISK STAMPED COHOCTON USGS 1935
 NB1930'1970, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 NB1930'FLUSH WITH GROUND.  IT IS 322 FEET NORTH OF THE NORTH TREE OF
 NB1930'A ROW OF LARGE TREES AT WEST SIDE OF THE HOUSE, 145 FEET
 NB1930'NORTHEAST OF CENTER LINE OF FIELD ROAD, AND 3 FEET NORTHWEST
 NB1930'OF A METAL WITNESS POST.  UNDERGROUND MARK IS A STANDARD DISK
 NB1930'STAMPED COHOCTON 1935, SET IN CONCRETE ABOUT 3 FEET BELOW
 NB1930'GROUND.
 NB1930'
 NB1930'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 NB1930'COHOCTON NO 2 1935, SET IN THE TOP OF A 12-INCH-SQUARE,
 NB1930'CONCRETE MONUMENT PROJECTING 6 INCHES FROM GROUND.  IT IS
 NB1930'4 FEET NORTHEAST OF CENTER LINE OF FIELD ROAD, UNDER SOUTH
 NB1930'SIDE OF LONE BUSH.
 NB1930'
 NB1930'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 NB1930'COHOCTON USGS 1935 NO 3 1970, SET IN THE TOP OF A
 NB1930'12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 8 INCHES FROM GROUND.
 NB1930'
 NB1930'AZIMUTH MARK IS A STANDARD DISK STAMPED COHOCTON 1935, SET IN THE
 NB1930'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NB1930'GROUND.  IT IS ON WEST SIDE OF HEDGEROW, 10 FEET NORTH OF
 NB1930'CENTER LINE OF ROAD, ACROSS ROAD FROM NORTH END OF A TREE ROW,
 NB1930'75 FEET EAST OF SUMMIT OF ROAD OVER RISE, AND 3 FEET HIGHER
 NB1930'THAN ROAD.  TO REACH THE MARK FROM STATION, GO NORTHEAST ON
 NB1930'FIELD ROAD FOR 0.15 MILE.  TAKE LEFT FORK AND GO WEST
 NB1930'0.15 MILE TO MARK ON RIGHT.
 NB1930'
 NB1930'DISTANCE BETWEEN REFERENCE MARKS = 172.2 FT., (52.427 METERS).
 NB1930'
 NB1930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1930'3 MILES SOUTHWEST OF COHOCTON.
 NB1930
 NB1930                          STATION RECOVERY (1974)
 NB1930
 NB1930'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1930'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 NB1930'1970.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 NB1930'CHECKED.  STATION IS LOCATED ON A HILL IN OPEN PASTURE, WITH
 NB1930'VISIBILITY GOOD IN ALL DIRECTIONS.  AZIMUTH MARK IS VISIBLE
 NB1930'FROM STATION.
 NB1930'
 NB1930'STATION MARK IS A STANDARD DISK STAMPED COHOCTON USGS 1935
 NB1930'1970, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT
 NB1930'FLUSH WITH GROUND.  IT IS 3 FEET NORTHWEST OF A METAL WITNESS POST.
 NB1930'
 NB1930'RM NO. 2 IS A STANDARD DISK STAMPED COHOCTON NO 2 1935, SET
 NB1930'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NB1930'6 INCHES, AND SET UNDER THE SOUTH SIDE OF A LONE BUSH.
 NB1930'
 NB1930'RM NO. 3 IS A STANDARD DISK STAMPED COHOCTON USGS 1935 NO 3
 NB1930'1970, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 NB1930'PROJECTING 8 INCHES.
 NB1930'
 NB1930'AZIMUTH MARK IS A STANDARD DISK STAMPED COHOCTON 1935, SET IN
 NB1930'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 NB1930'4 INCHES.  IT IS ON WEST SIDE OF A HEDGEROW, 10 FEET NORTH OF
 NB1930'CENTER LINE OF ROAD, ACROSS ROAD FROM NORTH END OF A TREE ROW,
 NB1930'75 FEET EAST OF SUMMIT OF RISE, AND 3 FEET HIGHER THAN THE
 NB1930'ROAD.  TO REACH THE MARK FROM STATION, GO NE ON FIELD ROAD FOR
 NB1930'0.15 MILE.  TAKE LEFT FORK AND GO WEST 0.15 MILE TO AZIMUTH
 NB1930'MARK ON RIGHT.
 NB1930'
 NB1930'TO REACH STATION FROM THE POST OFFICE IN COHOCTON, GO WEST ON
 NB1930'U.S. HIGHWAY 15 FOR 0.6 MILE.  TAKE T-ROAD LEFT AND GO
 NB1930'0.3 MILE.  TURN RIGHT ON LOON LAKE RD. AND GO 0.4 MILE.  TAKE
 NB1930'LEFT FORK AND FOLLOW LAKE HOLLOW RD. FOR 2.5 MILES TO
 NB1930'FORK.  TAKE RIGHT FORK AND GO 0.5 MILE.  TAKE T-ROAD RIGHT,
 NB1930'LOVELAND ROAD, AND GO 0.4 MILE TO OLD FARMHOUSE.  FOLLOW ROAD
 NB1930'AROUND LEFT SIDE OF HOUSE FOR 0.1 MILE TO STATION ON RIGHT.
 NB1930
 NB1930                          STATION RECOVERY (1994)
 NB1930
 NB1930'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1930'MARK NOT FOUND.
 NB1930
 NB1930                          STATION RECOVERY (2001)
 NB1930
 NB1930'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 NB1930'STATION RM1 RECOVERED, RM2 PRESUMED TO HAVE BEEN DESTROYED.
 NB1930'STATION IS IN AN OPEN AREA WITH ROADS AND DRIVEWAY VERY CLOSE.
 NB1930'GOOD GPS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2315 ***********************************************************************
 MZ2315  DESIGNATION -  COHOES ST AGNES CHURCH SPIRE
 MZ2315  PID         -  MZ2315
 MZ2315  STATE/COUNTY-  NY/ALBANY
 MZ2315  USGS QUAD   -  TROY NORTH (1980)
 MZ2315
 MZ2315                         *CURRENT SURVEY CONTROL
 MZ2315  ___________________________________________________________________
 MZ2315* NAD 83(1996)-  42 46 34.05504(N)    073 42 24.41041(W)     ADJUSTED  
 MZ2315* NAVD 88     -                                                        
 MZ2315  ___________________________________________________________________
 MZ2315  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 MZ2315  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MZ2315
 MZ2315  HORZ ORDER  -  THIRD
 MZ2315
 MZ2315.The horizontal coordinates were established by classical geodetic methods
 MZ2315.and adjusted by the National Geodetic Survey in January 1999..
 MZ2315
 MZ2315
 MZ2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2315
 MZ2315.The geoid height was determined by GEOID03.
 MZ2315
 MZ2315;                    North         East     Units Scale Factor Converg.
 MZ2315;SPC NY E     -   438,109.334   214,907.872   MT  0.99995181   +0 32 19.4
 MZ2315;SPC NY E     - 1,437,363.71    705,076.91   sFT  0.99995181   +0 32 19.4
 MZ2315;UTM  18      - 4,736,765.392   605,790.769   MT  0.99973769   +0 52 42.1
 MZ2315
 MZ2315                          SUPERSEDED SURVEY CONTROL
 MZ2315
 MZ2315  NAD 83(1996)-  42 46 34.05753(N)    073 42 24.41144(W) AD(       ) 4
 MZ2315  NAD 83(1996)-  42 46 34.05791(N)    073 42 24.41144(W) AD(       ) 4
 MZ2315  NAD 83(1992)-  42 46 34.05828(N)    073 42 24.41123(W) AD(       ) 4
 MZ2315  NAD 83(1992)-  42 46 34.05853(N)    073 42 24.41130(W) AD(       ) 4
 MZ2315  NAD 83(1986)-  42 46 34.05897(N)    073 42 24.41051(W) AD(       ) 4
 MZ2315  NAD 27      -  42 46 33.77949(N)    073 42 25.98677(W) AD(       ) 3
 MZ2315
 MZ2315.Superseded values are not recommended for survey control.
 MZ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2315.See file dsdata.txt to determine how the superseded data were derived.
 MZ2315
 MZ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0579136765(NAD 83)
 MZ2315_MARKER: 90 = CHURCH SPIRE
 MZ2315
 MZ2315  HISTORY     - Date     Condition        Report By
 MZ2315  HISTORY     - 1942     FIRST OBSERVED   CGS
 MZ2315  HISTORY     - 1973     GOOD             NGS
 MZ2315  HISTORY     - 19981031 GOOD             USPSQD
 MZ2315
 MZ2315                          STATION DESCRIPTION
 MZ2315
 MZ2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 MZ2315'THE CHURCH IS A RED BRICK BUILDING WITH A SPIRE 210 FEET HIGH,
 MZ2315'LOCATED BETWEEN MANGAN STREET AND GARNER STREET ON JOHNSON AVENUE
 MZ2315'NEAR THE N EDGE OF THE TOWN OF COHOES.  THE POINT OBSERVED WAS A
 MZ2315'RED CROSS ON THE EXTREME TOP OF THE SPIRE WHICH IS ILLUMINATED
 MZ2315'AT NIGHT.
 MZ2315
 MZ2315                          STATION RECOVERY (1973)
 MZ2315
 MZ2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2315'THE STATION, COHOES SAINT AGNES CATHOLIC CHURCH SPIRE, WAS
 MZ2315'RECOVERED AS DESCRIBED IN 1942 BY K.B.J.
 MZ2315
 MZ2315                          STATION RECOVERY (1998)
 MZ2315
 MZ2315'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1220 ***********************************************************************
 NC1220  DESIGNATION -  COL BAY 1
 NC1220  PID         -  NC1220
 NC1220  STATE/COUNTY-  NY/ERIE
 NC1220  USGS QUAD   -  HOLLAND (1979)
 NC1220
 NC1220                         *CURRENT SURVEY CONTROL
 NC1220  ___________________________________________________________________
 NC1220* NAD 83(1996)-  42 41 30.03676(N)    078 35 46.01531(W)     ADJUSTED  
 NC1220* NAVD 88     -       428.     (meters)    1404.     (feet)  VERTCON   
 NC1220  ___________________________________________________________________
 NC1220  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NC1220  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NC1220
 NC1220  HORZ ORDER  -  SECOND
 NC1220
 NC1220.The horizontal coordinates were established by classical geodetic methods
 NC1220.and adjusted by the National Geodetic Survey in January 1999..
 NC1220
 NC1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1220
 NC1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1220
 NC1220.The geoid height was determined by GEOID03.
 NC1220
 NC1220;                    North         East     Units Scale Factor Converg.
 NC1220;SPC NY W     -   298,920.716   348,952.610   MT  0.99993751   -0 00 31.2
 NC1220;SPC NY W     -   980,709.05  1,144,855.35   sFT  0.99993751   -0 00 31.2
 NC1220;UTM  17      - 4,729,378.808   696,918.263   MT  1.00007709   +1 37 49.7
 NC1220
 NC1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1220!SPC NY W     -   0.99993826  x   0.99993751  =   0.99987578
 NC1220!UTM  17      -   0.99993826  x   1.00007709  =   1.00001535
 NC1220
 NC1220:                Primary Azimuth Mark                     Grid Az
 NC1220:SPC NY W     -  WALES TV MAST WGR                        042 15 39.5
 NC1220:UTM  17      -  WALES TV MAST WGR                        040 37 18.6
 NC1220
 NC1220|---------------------------------------------------------------------|
 NC1220| PID    Reference Object                     Distance      Geod. Az  |
 NC1220|                                                           dddmmss.s |
 NC1220| NC1222 WALES TV MAST WGR                   APPROX. 4.0 KM 0421508.3 |
 NC1220| CZ9235 COL BAY 1 AZ MK A                                  3415329.0 |
 NC1220|---------------------------------------------------------------------|
 NC1220
 NC1220                          SUPERSEDED SURVEY CONTROL
 NC1220
 NC1220  NAD 83(1986)-  42 41 30.04316(N)    078 35 46.01168(W) AD(       ) 2
 NC1220  NAD 27      -  42 41 29.82561(N)    078 35 46.92346(W) AD(       ) 2
 NC1220  NGVD 29 (07/19/86)  428.     (m)         1404.     (f) VERT ANG       
 NC1220
 NC1220.Superseded values are not recommended for survey control.
 NC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1220.See file dsdata.txt to determine how the superseded data were derived.
 NC1220
 NC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9691829379(NAD 83)
 NC1220_MARKER: DD = SURVEY DISK
 NC1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1220
 NC1220  HISTORY     - Date     Condition        Report By
 NC1220  HISTORY     - 1973     MONUMENTED       NY-029
 NC1220  HISTORY     - 20011013 POOR             USPSQD
 NC1220
 NC1220                          STATION DESCRIPTION
 NC1220
 NC1220'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1220'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 1.6 MILES SOUTHWEST
 NC1220'OF THE COMMUNITY OF SOUTH WALES.  IT IS ALSO 4.3 MILES NORTHWEST
 NC1220'OF THE COMMUNITY OF HOLLAND.
 NC1220'
 NC1220'TO REACH FROM THE INTERSECTION OF NY RTE 16 (HOLLAND ROAD) AND
 NC1220'EMERY ROAD IN THE COMMUNITY OF SOUTH WALES, GO SOUTHEAST ON
 NC1220'NY RTE 16 FOR 0.4 MILE TO DARLING ROAD.  TURN RIGHT AND GO
 NC1220'SOUTHWEST ON DARLING ROAD FOR 1.44 MILES TO LEWIS ROAD.  TURN
 NC1220'LEFT AND GO SOUTH FOR 0.45 MILES TO STATION ON RIGHT.
 NC1220'
 NC1220'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1220'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1220'STAMPED COL-BAY 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1220'AND STAMPED THE SAME.
 NC1220'
 NC1220'AZIMUTH SIGHTED TO THE NORTHEAST WAS THE CENTER OF THE LIGHT ON
 NC1220'THE WGR T.V. MAST LOCATED ON WARNER HILL ROAD IN WALES.
 NC1220'
 NC1220'DISTANCE AND DIRECTION FROM STATION
 NC1220'
 NC1220'RP-1 CENTERLINE OF LEWIS ROAD 15.1 FEET NE
 NC1220'
 NC1220'RP-2 NORTHWEST CORNER OF CULVERT WALL 142.8 FEET SE
 NC1220'
 NC1220'RP-3 CENTERLINE OF DRIVEWAY TO HOUSE NO. 7104 103.8 FEET SE
 NC1220'
 NC1220'RP-4 TOP AND CENTER OF NORTHWEST END OF CULVERT PIPE 94.4
 NC1220'FEET SE
 NC1220'
 NC1220'RP-5 NEAR EDGE OF POWER POLE NO. NYSEG 208 83.3 FEET S
 NC1220'
 NC1220'RP-6 CENTERLINE OF DRIVEWAY TO TRACY RESIDENCE 133.7 FEET NW
 NC1220'
 NC1220'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1220'ROUND CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1220'COL-BAY 1 AZ. A 1973.
 NC1220'
 NC1220'TO REACH FROM COL-BAY 1, GO NORTH ON LEWIS ROAD FOR 0.15 MILE
 NC1220'TO STATION ON LEFT NEAR NORTH END OF BEND OF ROAD.
 NC1220'
 NC1220'DISTANCE AND DIRECTION FROM STATION
 NC1220'
 NC1220'RP-1 NEAR EDGE OF POWER POLE NO. 401/NYT 204-1/2 73.2 FEET NE
 NC1220'
 NC1220'RP-2 CENTERLINE OF LEWIS ROAD 15.7 FEET E
 NC1220'
 NC1220'RP-3 CENTERLINE OF DRIVEWAY TO HOUSE 122.0 FEET SE
 NC1220'
 NC1220'RP-4 NORTHEAST CORNER OF HOUSE 153.0 FEET W
 NC1220'
 NC1220'RP-5 NEAR EDGE OF POWER POLE NO. 204 20.5 FEET NW
 NC1220'
 NC1220'RP-6 INTERSECTION OF FENCE LINES 38.4 FEET NW
 NC1220'
 NC1220'RP-7 NEAR EDGE OF METAL WITNESS POST 5.1 FEET W
 NC1220
 NC1220                          STATION RECOVERY (2001)
 NC1220
 NC1220'RECOVERY NOTE BY US POWER SQUADRON 2001 (KW)
 NC1220'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1273 ***********************************************************************
 NC1273  DESIGNATION -  COL BOS 1
 NC1273  PID         -  NC1273
 NC1273  STATE/COUNTY-  NY/ERIE
 NC1273  USGS QUAD   -  COLDEN (1979)
 NC1273
 NC1273                         *CURRENT SURVEY CONTROL
 NC1273  ___________________________________________________________________
 NC1273* NAD 83(1996)-  42 40 12.33031(N)    078 40 58.41181(W)     ADJUSTED  
 NC1273* NAVD 88     -       315.     (meters)    1033.     (feet)  VERTCON   
 NC1273  ___________________________________________________________________
 NC1273  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 NC1273  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NC1273
 NC1273  HORZ ORDER  -  SECOND
 NC1273
 NC1273.The horizontal coordinates were established by classical geodetic methods
 NC1273.and adjusted by the National Geodetic Survey in January 1999..
 NC1273
 NC1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1273
 NC1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1273
 NC1273.The geoid height was determined by GEOID03.
 NC1273
 NC1273;                    North         East     Units Scale Factor Converg.
 NC1273;SPC NY W     -   296,527.776   341,839.089   MT  0.99993832   -0 04 02.9
 NC1273;SPC NY W     -   972,858.21  1,121,517.08   sFT  0.99993832   -0 04 02.9
 NC1273;UTM  17      - 4,726,783.093   689,875.223   MT  1.00004357   +1 34 15.4
 NC1273
 NC1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1273!SPC NY W     -   0.99995599  x   0.99993832  =   0.99989431
 NC1273!UTM  17      -   0.99995599  x   1.00004357  =   0.99999956
 NC1273
 NC1273:                Primary Azimuth Mark                     Grid Az
 NC1273:SPC NY W     -  COL BOS 1 AZ MK A                        002 22 25.6
 NC1273:UTM  17      -  COL BOS 1 AZ MK A                        000 44 07.3
 NC1273
 NC1273|---------------------------------------------------------------------|
 NC1273| PID    Reference Object                     Distance      Geod. Az  |
 NC1273|                                                           dddmmss.s |
 NC1273| CZ9236 COL BOS 1 AZ MK A                                  0021822.7 |
 NC1273| CZ9237 COL BOS 1 AZ MK B                                  1781654.2 |
 NC1273|---------------------------------------------------------------------|
 NC1273
 NC1273                          SUPERSEDED SURVEY CONTROL
 NC1273
 NC1273  NAD 83(1986)-  42 40 12.33657(N)    078 40 58.40820(W) AD(       ) 2
 NC1273  NAD 27      -  42 40 12.11919(N)    078 40 59.31040(W) AD(       ) 2
 NC1273  NGVD 29 (07/19/86)  315.     (m)         1033.     (f) VERT ANG       
 NC1273
 NC1273.Superseded values are not recommended for survey control.
 NC1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1273.See file dsdata.txt to determine how the superseded data were derived.
 NC1273
 NC1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8987526783(NAD 83)
 NC1273_MARKER: DD = SURVEY DISK
 NC1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1273
 NC1273  HISTORY     - Date     Condition        Report By
 NC1273  HISTORY     - 1973     MONUMENTED       NY-029
 NC1273
 NC1273                          STATION DESCRIPTION
 NC1273
 NC1273'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1273'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 1.8 MILES NORTH
 NC1273'OF THE COMMUNITY OF COLDEN.  IT IS ALSO 2.2 MILES SOUTH OF THE
 NC1273'COMMUNITY OF WEST FALLS.
 NC1273'
 NC1273'TO REACH FROM THE INTERSECTION OF HEATH ROAD AND STATE HWY
 NC1273'ROUTE 240, WHICH IS LOCATED IN THE COMMUNITY OF COLDEN, GO NORTH
 NC1273'ON STATE HWY ROUTE 240 FOR 1.9 MILES AND THE STATION MARK ON THE
 NC1273'LEFT.
 NC1273'
 NC1273'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1273'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1273'STAMPED COL-BOS-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1273'STAMPED THE SAME.
 NC1273'
 NC1273'DISTANCE AND DIRECTION FROM STATION.
 NC1273'
 NC1273'RP-1 CENTERLINE OF STATE HWY ROUTE 240 20.0 FEET E
 NC1273'
 NC1273'RP-2 NEAR EDGE OF POLE NO. NYSEG/915/247/NYT/64 88.9 FEET S
 NC1273'
 NC1273'RP-3 TOP CENTER AT END OF CULVERT PIPE 23.4 FEET N
 NC1273'
 NC1273'RP-4 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 7913 48.0 FEET N
 NC1273'
 NC1273'RP-5 SOUTHWEST CORNER OF MAIN PART OF HOUSE NO. 7913 100.4 FEET NE
 NC1273'
 NC1273'RP-6 NEAR EDGE OF 16 INCH TREE 51.5 FEET NE
 NC1273'
 NC1273'RP-7 NEAR EDGE OF METAL HWY STATION POST NO. 240/5301/1123 89.8
 NC1273'FEET S
 NC1273'
 NC1273'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1273'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1273'STAMPED COL-BOS-1 AZ. A 1973.
 NC1273'
 NC1273'TO REACH FROM COL-BOS-1, GO NORTH ON STATE HWY ROUTE 240
 NC1273'FOR 0.3 MILES AND THE STATION ON THE RIGHT JUST PAST BLANCHARD
 NC1273'ROAD.
 NC1273'
 NC1273'DISTANCE AND DIRECTION FROM STATION
 NC1273'
 NC1273'RP-1 CENTERLINE OF DRIVEWAY TO HOUSE NO. 7797 9.5 FEET N
 NC1273'
 NC1273'RP-2 CENTERLINE OF BLANCHARD ROAD 80.9 FEET S
 NC1273'
 NC1273'RP-3 NORTHWEST CORNER OF PORCH TO HOUSE NO. 7797 77.7 FEET E
 NC1273'
 NC1273'RP-4 NEAR EDGE OF 20 INCH TREE 4.3 FEET SE
 NC1273'
 NC1273'RP-5 NEAR EDGE OF POLE NO. W/NYSEG/238/235/NYT/73 88.5 FEET SW
 NC1273'
 NC1273'RP-6 CENTERLINE OF STATE HWY ROUTE 240 26.5 FEET W
 NC1273'
 NC1273'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1273'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1273'COL-BOS-1 AZ. B 1973.
 NC1273'
 NC1273'TO REACH FROM COL-BOS-1, GO SOUTH ON STATE HWY ROUTE 240 FOR
 NC1273'0.2 MILES AND THE STATION ON THE LEFT JUST PAST FINCH ROAD.
 NC1273'
 NC1273'DISTANCE AND DIRECTION FROM STATION
 NC1273'
 NC1273'RP-1 CENTERLINE OF FINCH ROAD 130.0 FEET N
 NC1273'
 NC1273'RP-2 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 8020 14.0 FEET S
 NC1273'
 NC1273'RP-3 NORTHEAST CORNER OF HOUSE NO. 8020 111.7 FEET W
 NC1273'
 NC1273'RP-4 CENTERLINE OF STATE HWY ROUTE 240 20.0 FEET W
 NC1273'
 NC1273'RP-5 NEAR EDGE OF 22 INCH TREE 42.3 FEET W
 NC1273'
 NC1273'RP-6 NEAR EDGE OF POLE NO. E/NYSEG/915/251/NYT/59 74.3 FEET NW
 NC1273'
 NC1273'RP-7 NEAR EDGE OF METAL WITNESS POST 3.0 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1277 ***********************************************************************
 NC1277  DESIGNATION -  COL BOS 2
 NC1277  PID         -  NC1277
 NC1277  STATE/COUNTY-  NY/ERIE
 NC1277  USGS QUAD   -  COLDEN (1979)
 NC1277
 NC1277                         *CURRENT SURVEY CONTROL
 NC1277  ___________________________________________________________________
 NC1277* NAD 83(1996)-  42 38 41.48973(N)    078 40 25.85967(W)     ADJUSTED  
 NC1277* NAVD 88     -       386.     (meters)    1266.     (feet)  VERTCON   
 NC1277  ___________________________________________________________________
 NC1277  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 NC1277  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NC1277
 NC1277  HORZ ORDER  -  SECOND
 NC1277
 NC1277.The horizontal coordinates were established by classical geodetic methods
 NC1277.and adjusted by the National Geodetic Survey in January 1999..
 NC1277
 NC1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1277
 NC1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1277
 NC1277.The geoid height was determined by GEOID03.
 NC1277
 NC1277;                    North         East     Units Scale Factor Converg.
 NC1277;SPC NY W     -   293,724.028   342,577.289   MT  0.99993818   -0 03 40.8
 NC1277;SPC NY W     -   963,659.58  1,123,938.99   sFT  0.99993818   -0 03 40.8
 NC1277;UTM  17      - 4,724,001.294   690,693.355   MT  1.00004741   +1 34 34.8
 NC1277
 NC1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1277!SPC NY W     -   0.99994484  x   0.99993818  =   0.99988302
 NC1277!UTM  17      -   0.99994484  x   1.00004741  =   0.99999225
 NC1277
 NC1277:                Primary Azimuth Mark                     Grid Az
 NC1277:SPC NY W     -  BOSTON RAD STA WBUF TOWER                254 47 26.3
 NC1277:UTM  17      -  BOSTON RAD STA WBUF TOWER                253 09 10.7
 NC1277
 NC1277|---------------------------------------------------------------------|
 NC1277| PID    Reference Object                     Distance      Geod. Az  |
 NC1277|                                                           dddmmss.s |
 NC1277| NC1289 BOSTON RAD STA WBUF TOWER           APPROX. 3.6 KM 2544345.5 |
 NC1277| CZ9238 COL BOS 2 AZ MK A                                  2704046.8 |
 NC1277|---------------------------------------------------------------------|
 NC1277
 NC1277                          SUPERSEDED SURVEY CONTROL
 NC1277
 NC1277  NAD 83(1986)-  42 38 41.49603(N)    078 40 25.85597(W) AD(       ) 2
 NC1277  NAD 27      -  42 38 41.27768(N)    078 40 26.75984(W) AD(       ) 2
 NC1277  NGVD 29 (07/19/86)  386.     (m)         1266.     (f) VERT ANG       
 NC1277
 NC1277.Superseded values are not recommended for survey control.
 NC1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1277.See file dsdata.txt to determine how the superseded data were derived.
 NC1277
 NC1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9069324001(NAD 83)
 NC1277_MARKER: DD = SURVEY DISK
 NC1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1277
 NC1277  HISTORY     - Date     Condition        Report By
 NC1277  HISTORY     - 1973     MONUMENTED       NY-029
 NC1277
 NC1277                          STATION DESCRIPTION
 NC1277
 NC1277'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1277'STATION IS LOCATED ON THE WEST SLOPE OF BLANCHARD HILL IN THE
 NC1277'TOWN OF COLDEN ABOUT 0.5 MILE DUE EAST OF THE COMMUNITY OF
 NC1277'COLDEN.  IT IS ALSO 4.0 MILES SOUTH OF THE COMMUNITY OF WEST FALL.
 NC1277'
 NC1277'TO REACH FROM THE INTERSECTION OF HEATH ROAD AND STATE HWY
 NC1277'ROUTE 240, WHICH IS LOCATED IN THE COMMUNITY OF COLDEN, GO EAST
 NC1277'ON HEATH ROAD FOR 0.6 MILES AND THE STATION MARK ON THE LEFT.
 NC1277'
 NC1277'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1277'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1277'STAMPED COL-BOS-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED
 NC1277'AND STAMPED THE SAME.
 NC1277'
 NC1277'AZIMUTH SIGHTED TO THE SOUTHWEST WAS THE CENTERLINE OF THE
 NC1277'LIGHT ON TOP OF THE WBUF-FM RADIO TOWER WHICH IS LOCATED ON
 NC1277'BOSTON COLE ROAD NORTH OF COLDEN ROAD.
 NC1277'
 NC1277'DISTANCE AND DIRECTION FROM STATION
 NC1277'
 NC1277'RP-1 SOUTHEAST CORNER OF MAIN PART OF HOUSE 75.4 FEET N
 NC1277'
 NC1277'RP-2 CENTERLINE TOP AT WEST END OF CULVERT PIPE ON SOUTH SIDE
 NC1277'OF HEATH ROAD 36.2 FEET S
 NC1277'
 NC1277'RP-3 NORTHWEST CORNER OF GARAGE PART OF HOUSE NO. 8669 107.1
 NC1277'FEET S
 NC1277'
 NC1277'RP-4 CENTERLINE OF HEATH ROAD 19.5 FEET S
 NC1277'
 NC1277'RP-5 CENTERLINE OF DRIVEWAY 19.4 FEET E
 NC1277'
 NC1277'RP-6 CENTERLINE TOP AT WEST END OF CULVERT PIPE ON NORTH SIDE
 NC1277'OF HEATH ROAD 5.3 FEET S
 NC1277'
 NC1277'RP-7 NEAR EDGE OF POLE NO. 20/NYT/18 3.5 FEET N
 NC1277'
 NC1277'RP-8 CENTERLINE JUNCTION OF SUPERVISOR ROAD 0.45 MILE W
 NC1277'
 NC1277'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1277'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1277'COL-BOS-2 AZ. A 1973.
 NC1277'
 NC1277'TO REACH FROM COL-BOS-2, GO WEST ON HEATH ROAD FOR 0.3 MILE
 NC1277'AND THE STATION ON THE RIGHT.
 NC1277'
 NC1277'DISTANCE AND DIRECTION FROM STATION
 NC1277'
 NC1277'RP-1 NEAR EDGE OF 12 INCH SPRUCE TREE 21.1 FEET N
 NC1277'
 NC1277'RP-2 NEAR EDGE OF POLE NO. 13 NYT 11 10.2 FEET NE
 NC1277'
 NC1277'RP-3 NEAR EDGE OF MAILBOX POST 2.3 FEET SE
 NC1277'
 NC1277'RP-4 CENTERLINE OF HEATH ROAD 14.0 FEET S
 NC1277'
 NC1277'RP-5 NORTHEAST CORNER OF ANDREWS HOUSE AT FOUNDATION 83.3 FEET SW
 NC1277'
 NC1277'RP-6 CENTERLINE OF DRIVEWAY 19.0 FEET W
 NC1277'
 NC1277'RP-7 SOUTHEAST CORNER AT BASE OF PORCH OF HOUSE NO. 8506 72.6 FEET
 NC1277'NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1271 ***********************************************************************
 NC1271  DESIGNATION -  COL BOS 3
 NC1271  PID         -  NC1271
 NC1271  STATE/COUNTY-  NY/ERIE
 NC1271  USGS QUAD   -  COLDEN (1979)
 NC1271
 NC1271                         *CURRENT SURVEY CONTROL
 NC1271  ___________________________________________________________________
 NC1271* NAD 83(1996)-  42 37 51.11217(N)    078 41 08.57053(W)     ADJUSTED  
 NC1271* NAVD 88     -       426.     (meters)    1398.     (feet)  VERTCON   
 NC1271  ___________________________________________________________________
 NC1271  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 NC1271  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NC1271
 NC1271  HORZ ORDER  -  SECOND
 NC1271
 NC1271.The horizontal coordinates were established by classical geodetic methods
 NC1271.and adjusted by the National Geodetic Survey in January 1999..
 NC1271
 NC1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1271
 NC1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1271
 NC1271.The geoid height was determined by GEOID03.
 NC1271
 NC1271;                    North         East     Units Scale Factor Converg.
 NC1271;SPC NY W     -   292,170.727   341,602.503   MT  0.99993837   -0 04 09.6
 NC1271;SPC NY W     -   958,563.46  1,120,740.88   sFT  0.99993837   -0 04 09.6
 NC1271;UTM  17      - 4,722,420.605   689,763.253   MT  1.00004305   +1 34 04.3
 NC1271
 NC1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1271!SPC NY W     -   0.99993856  x   0.99993837  =   0.99987693
 NC1271!UTM  17      -   0.99993856  x   1.00004305  =   0.99998161
 NC1271
 NC1271:                Primary Azimuth Mark                     Grid Az
 NC1271:SPC NY W     -  BOSTON RAD STA WBUF TOWER                283 20 57.8
 NC1271:UTM  17      -  BOSTON RAD STA WBUF TOWER                281 42 43.9
 NC1271
 NC1271|---------------------------------------------------------------------|
 NC1271| PID    Reference Object                     Distance      Geod. Az  |
 NC1271|                                                           dddmmss.s |
 NC1271| NC1289 BOSTON RAD STA WBUF TOWER           APPROX. 2.6 KM 2831648.2 |
 NC1271| CZ9239 COL BOS 3 AZ MK A                                  3373933.3 |
 NC1271|---------------------------------------------------------------------|
 NC1271
 NC1271                          SUPERSEDED SURVEY CONTROL
 NC1271
 NC1271  NAD 83(1986)-  42 37 51.11845(N)    078 41 08.56677(W) AD(       ) 2
 NC1271  NAD 27      -  42 37 50.89967(N)    078 41 09.46914(W) AD(       ) 2
 NC1271  NGVD 29 (07/19/86)  426.     (m)         1398.     (f) VERT ANG       
 NC1271
 NC1271.Superseded values are not recommended for survey control.
 NC1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1271.See file dsdata.txt to determine how the superseded data were derived.
 NC1271
 NC1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8976322421(NAD 83)
 NC1271_MARKER: DD = SURVEY DISK
 NC1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1271
 NC1271  HISTORY     - Date     Condition        Report By
 NC1271  HISTORY     - 1973     MONUMENTED       NY-029
 NC1271
 NC1271                          STATION DESCRIPTION
 NC1271
 NC1271'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1271'STATION IS LOCATED ON THE NORTH SLOPE OF SOUTH HILL IN THE TOWN
 NC1271'OF COLDEN ABOUT 1.0 MILE SOUTH OF THE COMMUNITY OF COLDEN.  IT
 NC1271'IS ALSO 2.7 MILES EAST OF THE COMMUNITY OF BOSTON.
 NC1271'
 NC1271'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 240 AND
 NC1271'COLDEN ROAD, WHICH IS LOCATED IN THE COMMUNITY OF COLDEN, GO
 NC1271'SOUTHWEST ON COLDEN ROAD FOR 0.45 MILE TO THE JUNCTION OF SOUTH
 NC1271'HILL ROAD.  TURN LEFT AND GO SOUTH ON SOUTH HILL ROAD FOR 0.7
 NC1271'MILES AND THE STATION MARK ON THE RIGHT.
 NC1271'
 NC1271'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1271'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1271'STAMPED COL-BOS-3 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1271'STAMPED THE SAME.
 NC1271'
 NC1271'AZIMUTH SIGHTED TO THE WEST WAS THE CENTERLINE OF THE LIGHT ON
 NC1271'TOP OF THE WBUF-FM RADIO TOWER WHICH IS LOCATED ON BOSTON COLE
 NC1271'ROAD NORTH OF COLDEN ROAD.
 NC1271'
 NC1271'NOTE-- COL-BOS-3 IS INTERVISIBLE WITH BOSTON AT GROUND LEVEL.
 NC1271'
 NC1271'DISTANCE AND DIRECTION FROM STATION
 NC1271'
 NC1271'RP-1 NEAR EDGE OF POLE NO. NYSEG/1058/14 86.1 FEET NE
 NC1271'
 NC1271'RP-2 CENTERLINE OF SOUTH HILL ROAD 17.8 FEET E
 NC1271'
 NC1271'RP-3 CENTERLINE OF DRIVEWAY TO B. CHAPMAN HOUSE 103.7 FEET S
 NC1271'
 NC1271'RP-4 NEAR EDGE OF SMALL EVERGREEN TREE 8.0 FEET SW
 NC1271'
 NC1271'RP-5 EAST END OF 4-1/2 INCH DRAIN PIPE 4.9 FEET W
 NC1271'
 NC1271'RP-6 SOUTHEAST CORNER OF RED BRICK HOUSE 166.5 FEET NW
 NC1271'
 NC1271'RP-7 CENTERLINE OF DRIVEWAY TO RED BRICK HOUSE 74.4 FEET N
 NC1271'
 NC1271'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1271'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1271'COL-BOS-3 AZ. A 1973.
 NC1271'
 NC1271'TO REACH FROM COL-BOS-3, GO NORTH ON SOUTH HILL ROAD FOR
 NC1271'0.2 MILES AND THE STATION ON THE LEFT.
 NC1271'
 NC1271'DISTANCE AND DIRECTION FROM STATION
 NC1271'
 NC1271'RP-1 NEAR EDGE OF 12 INCH WILD CHERRY TREE 46.1 FEET NE
 NC1271'
 NC1271'RP-2 CENTERLINE OF SOUTH HILL ROAD 13.0 FEET E
 NC1271'
 NC1271'RP-3 NEAR EDGE OF POLE (NO NUMBER JUST NYSE) 48.8 FEET SE
 NC1271'
 NC1271'RP-4 CENTERLINE OF DRIVEWAY LEADING TO THE SCHROEDER HOUSE 205.0
 NC1271'FEET S.
 NC1271'
 NC1271'RP-5 NEAR EDGE OF 2 INCH PINE TREE 27.8 FEET S
 NC1271'
 NC1271'RP-6 NEAR EDGE OF METAL WITNESS POST 3.4 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1343 ***********************************************************************
 NC1343  DESIGNATION -  COL FRI 1
 NC1343  PID         -  NC1343
 NC1343  STATE/COUNTY-  NY/ERIE
 NC1343  USGS QUAD   -  LANGFORD (1960)
 NC1343
 NC1343                         *CURRENT SURVEY CONTROL
 NC1343  ___________________________________________________________________
 NC1343* NAD 83(1996)-  42 31 19.62369(N)    078 47 43.46780(W)     ADJUSTED  
 NC1343* NAVD 88     -       433.     (meters)    1421.     (feet)  VERTCON   
 NC1343  ___________________________________________________________________
 NC1343  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 NC1343  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NC1343
 NC1343  HORZ ORDER  -  SECOND
 NC1343
 NC1343.The horizontal coordinates were established by classical geodetic methods
 NC1343.and adjusted by the National Geodetic Survey in January 1999..
 NC1343
 NC1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1343
 NC1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1343
 NC1343.The geoid height was determined by GEOID03.
 NC1343
 NC1343;                    North         East     Units Scale Factor Converg.
 NC1343;SPC NY W     -   280,108.114   332,574.926   MT  0.99994123   -0 08 36.0
 NC1343;SPC NY W     -   918,988.04  1,091,122.90   sFT  0.99994123   -0 08 36.0
 NC1343;UTM  17      - 4,710,104.223   681,082.905   MT  1.00000346   +1 29 25.6
 NC1343
 NC1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1343!SPC NY W     -   0.99993743  x   0.99994123  =   0.99987866
 NC1343!UTM  17      -   0.99993743  x   1.00000346  =   0.99994089
 NC1343
 NC1343:                Primary Azimuth Mark                     Grid Az
 NC1343:SPC NY W     -  COL FRI 1 AZ MK B                        090 43 07.5
 NC1343:UTM  17      -  COL FRI 1 AZ MK B                        089 05 05.9
 NC1343
 NC1343|---------------------------------------------------------------------|
 NC1343| PID    Reference Object                     Distance      Geod. Az  |
 NC1343|                                                           dddmmss.s |
 NC1343| CZ9241 COL FRI 1 AZ MK B                                  0903431.5 |
 NC1343| CZ9240 COL FRI 1 AZ MK A                                  3132735.5 |
 NC1343|---------------------------------------------------------------------|
 NC1343
 NC1343                          SUPERSEDED SURVEY CONTROL
 NC1343
 NC1343  NAD 83(1986)-  42 31 19.62987(N)    078 47 43.46383(W) AD(       ) 2
 NC1343  NAD 27      -  42 31 19.40906(N)    078 47 44.35628(W) AD(       ) 2
 NC1343  NGVD 29 (07/19/86)  433.     (m)         1421.     (f) VERT ANG       
 NC1343
 NC1343.Superseded values are not recommended for survey control.
 NC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1343.See file dsdata.txt to determine how the superseded data were derived.
 NC1343
 NC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8108310104(NAD 83)
 NC1343_MARKER: DD = SURVEY DISK
 NC1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1343
 NC1343  HISTORY     - Date     Condition        Report By
 NC1343  HISTORY     - 1973     MONUMENTED       NY-029
 NC1343
 NC1343                          STATION DESCRIPTION
 NC1343
 NC1343'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1343'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 3.5 MILES
 NC1343'NORTHEAST OF THE COMMUNITY OF COLLINS CENTER AND 1.5 MILES WEST
 NC1343'OF THE HAMLET OF WOODSIDE.  IT IS ON THE NORTH SIDE OF WOODSIDE
 NC1343'ROAD ABOUT 0.10 MILE EAST OF THE JUNCTION WITH NEW OREGON ROAD.
 NC1343'
 NC1343'TO REACH FROM THE JUNCTION OF NY RTE 39 AND MORTON CORNERS ROAD
 NC1343'IN THE COMMUNITY OF MORTON CORNERS, GO NORTH ON MORTON CORNERS
 NC1343'ROAD FOR 0.75 MILE TO INTERSECTION WITH WOODSIDE ROAD IN THE
 NC1343'HAMLET OF WOODSIDE.  TURN LEFT AND GO WEST ON WOODSIDE ROAD FOR
 NC1343'1.58 MILES TO STATION ON THE RIGHT ON NORTH SIDE OF THE ROAD
 NC1343'JUST BEFORE STREAM CROSSING AND CONCRETE HEADWALL.
 NC1343'
 NC1343'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1343'OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1343'STAMPED COL-FRI 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1343'STAMPED THE SAME.
 NC1343'
 NC1343'DISTANCE AND DIRECTIONS FROM STATION
 NC1343'
 NC1343'RP-1 SOUTHEAST CORNER OF 3 FT. HIGH YELLOW WOODEN GUARD POST 3.3
 NC1343'FEET NW
 NC1343'
 NC1343'RP-2 SOUTHEAST CORNER OF 3 FT. HIGH YELLOW WOODEN GUARD POST 15.3
 NC1343'FEET W.
 NC1343'
 NC1343'RP-3 CENTER OF TOP OF NORTH END OF 7 FOOT DIAMETER CORRUGATED
 NC1343'METAL PIPE 9.7 FEET NW
 NC1343'
 NC1343'RP-4 CENTERLINE OF WOODSIDE ROAD 19.9 FEET S
 NC1343'
 NC1343'RP-5 CENTER OF TOP OF SOUTH END OF 7 FOOT DIAMETER CORRUGATED
 NC1343'METAL PIPE 45.5 FEET S
 NC1343'
 NC1343'RP-6 NEAR EDGE OF POWER POLE NO. NM 61/NYT 201 56.1 FEET SE
 NC1343'
 NC1343'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1343'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1343'IS STAMPED COL-FRI 1 AZ. A 1973.
 NC1343'
 NC1343'TO REACH FROM COL-FRI 1, GO WEST ON WOODSIDE ROAD FOR 0.08 MILE
 NC1343'TO JUNCTION WITH NEW OREGON ROAD.  TURN RIGHT AND GO NORTH ON
 NC1343'NEW OREGON ROAD FOR 0.09 MILE TO STATION ON THE LEFT ON THE WEST
 NC1343'SIDE OF THE ROAD.
 NC1343'
 NC1343'DISTANCE AND DIRECTION FROM STATION
 NC1343'
 NC1343'RP-1 NEAR EDGE OF WITNESS POST 2.5 FEET W
 NC1343'
 NC1343'RP-2 SOUTHEAST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 14.2
 NC1343'FEET NW
 NC1343'
 NC1343'RP-3 NORTHEAST CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 8.9
 NC1343'FEET SW
 NC1343'
 NC1343'RP-4 CENTERLINE OF NEW OREGON ROAD 11.5 FEET E
 NC1343'
 NC1343'RP-5 CENTER OF TOP OF 5 FOOT CORRUGATED METAL PIPE (EAST OF
 NC1343'ROAD) 51.7 FEET SE
 NC1343'
 NC1343'RP-6 82.0 FEET NORTH OF RANGE LINE OF FENCE LINE WEST
 NC1343'
 NC1343'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1343'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1343'IS STAMPED COL-FRI 1 AZ. B 1973.
 NC1343'
 NC1343'TO REACH FROM COL-FRI 1, GO EAST ON WOODSIDE ROAD FOR 0.30 MILE
 NC1343'TO STATION ON THE LEFT ON NORTH SIDE OF ROAD.  IT IS 0.05 MILES
 NC1343'WEST OF THE JUNCTION WITH NEW ROAD AND 0.38 MILE EAST OF THE
 NC1343'JUNCTION WITH NEW OREGON ROAD.
 NC1343'
 NC1343'DISTANCE AND DIRECTION FROM STATION
 NC1343'
 NC1343'RP-1 NEAR EDGE OF WITNESS POST 3.0 FEET N
 NC1343'
 NC1343'RP-2 CENTERLINE OF WOODSIDE ROAD 13.0 FEET S
 NC1343'
 NC1343'RP-3 NEAR EDGE OF T ROAD SIGN 43.5 FEET SE
 NC1343'
 NC1343'RP-4 NEAR EDGE OF 12 IN MAPLE TREE 66.6 FEET SE
 NC1343'
 NC1343'RP-5 98.0 FEET EAST OF LINE OF FENCE AND TREE LINE NORTH
 NC1343'
 NC1343'RP-6 NEAR EDGE OF 12 IN WILD CHERRY TREE 114.9 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1339 ***********************************************************************
 NC1339  DESIGNATION -  COL GAY 1
 NC1339  PID         -  NC1339
 NC1339  STATE/COUNTY-  NY/ERIE
 NC1339  USGS QUAD   -  LANGFORD (1960)
 NC1339
 NC1339                         *CURRENT SURVEY CONTROL
 NC1339  ___________________________________________________________________
 NC1339* NAD 83(1996)-  42 31 32.89897(N)    078 50 38.59158(W)     ADJUSTED  
 NC1339* NAVD 88     -       396.     (meters)    1299.     (feet)  VERTCON   
 NC1339  ___________________________________________________________________
 NC1339  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 NC1339  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NC1339
 NC1339  HORZ ORDER  -  SECOND
 NC1339
 NC1339.The horizontal coordinates were established by classical geodetic methods
 NC1339.and adjusted by the National Geodetic Survey in January 1999..
 NC1339
 NC1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1339
 NC1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1339
 NC1339.The geoid height was determined by GEOID03.
 NC1339
 NC1339;                    North         East     Units Scale Factor Converg.
 NC1339;SPC NY W     -   280,528.863   328,579.230   MT  0.99994314   -0 10 34.4
 NC1339;SPC NY W     -   920,368.44  1,078,013.69   sFT  0.99994314   -0 10 34.4
 NC1339;UTM  17      - 4,710,410.895   677,076.628   MT  0.99998580   +1 27 27.5
 NC1339
 NC1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1339!SPC NY W     -   0.99994325  x   0.99994314  =   0.99988639
 NC1339!UTM  17      -   0.99994325  x   0.99998580  =   0.99992905
 NC1339
 NC1339:                Primary Azimuth Mark                     Grid Az
 NC1339:SPC NY W     -  GOWANDA STATE HOSPITAL STACK             239 32 07.0
 NC1339:UTM  17      -  GOWANDA STATE HOSPITAL STACK             237 54 05.1
 NC1339
 NC1339|---------------------------------------------------------------------|
 NC1339| PID    Reference Object                     Distance      Geod. Az  |
 NC1339|                                                           dddmmss.s |
 NC1339| NC1054 GOWANDA STATE HOSPITAL STACK        APPROX. 8.7 KM 2392132.6 |
 NC1339| CZ9242 COL GAY 1 AZ MK A                                  3575503.0 |
 NC1339|---------------------------------------------------------------------|
 NC1339
 NC1339                          SUPERSEDED SURVEY CONTROL
 NC1339
 NC1339  NAD 83(1986)-  42 31 32.90511(N)    078 50 38.58749(W) AD(       ) 2
 NC1339  NAD 27      -  42 31 32.68511(N)    078 50 39.47475(W) AD(       ) 2
 NC1339  NGVD 29 (07/19/86)  396.     (m)         1299.     (f) VERT ANG       
 NC1339
 NC1339.Superseded values are not recommended for survey control.
 NC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1339.See file dsdata.txt to determine how the superseded data were derived.
 NC1339
 NC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7707710411(NAD 83)
 NC1339_MARKER: DD = SURVEY DISK
 NC1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1339
 NC1339  HISTORY     - Date     Condition        Report By
 NC1339  HISTORY     - 1973     MONUMENTED       NY-029
 NC1339
 NC1339                          STATION DESCRIPTION
 NC1339
 NC1339'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1339'STATION IS LOCATED ABOUT 2.25 MILES NORTH OF THE COMMUNITY OF
 NC1339'COLLINS CENTER AND 6.9 MILES SOUTHEAST OF THE VILLAGE OF NORTH
 NC1339'COLLINS AND ABOUT 6.3 MILE NORTHEAST OF VILLAGE OF GOWANDA AND
 NC1339'IN TOWN OF COLLINS.
 NC1339'
 NC1339'TO REACH FROM THE INTERSECTION OF NY RTE 75 AND NY RTE 39 IN
 NC1339'THE COMMUNITY OF COLLINS CENTER GO NORTHEAST AND THEN DUE NORTH
 NC1339'ON NY RTE 75 FOR 2.40 MILES TO STATION ON THE RIGHT ON THE EAST
 NC1339'SIDE OF THE ROAD.  IT IS 0.30 MILE NORTH OF THE JUNCTION WITH
 NC1339'WOODSIDE ROAD.
 NC1339'
 NC1339'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1339'TOP OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK
 NC1339'IS STAMPED COL-GAY 1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1339'AND STAMPED THE SAME.
 NC1339'
 NC1339'AZIMUTH SIGHTED TO THE SW WAS THE CENTER OF THE TOP OF THE RED
 NC1339'BRICK STACK ON THE GROUNDS OF THE GOWANDA STATE HOSPITAL ABOUT
 NC1339'5.45 MILES DISTANT (NGS NO. 142).
 NC1339'
 NC1339'DISTANCE AND DIRECTION FROM STATION
 NC1339'
 NC1339'RP-1 NEAR EDGE OF WITNESS POST 1.4 FEET E
 NC1339'
 NC1339'RP-2 NEAR EDGE OF TELEPHONE POLE NO. 82 5.1 FEET NW
 NC1339'
 NC1339'RP-3 CENTERLINE OF NY RTE 75 23.0 FEET W
 NC1339'
 NC1339'RP-4 NEAR EDGE OF POWER POLE NO. NLO/385 90.9 FEET SW
 NC1339'
 NC1339'RP-5 NEAR EDGE OF 3-1/2 FEET DIAMETER CONCRETE SEPTIC TANK
 NC1339'PROJECTING 1-1/2 FOOT 162.3 FEET SW
 NC1339'
 NC1339'RP-6 NEAR EDGE OF MILEAGE MARKER POST NO. 75/5301/1023 208.3 FEET
 NC1339'SW
 NC1339'
 NC1339'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1339'TOP OF A ROUND CONCRETE POST AND PROJECTING 1 INCH ABOVE THE
 NC1339'GROUND.  THE DISK IS STAMPED COL-GAY 1 AZ. A 1973.
 NC1339'
 NC1339'TO REACH FROM COL-GAY 1, GO NORTH ON NY RTE 75 FOR 0.30 MILE
 NC1339'TO STATION ON THE LEFT ON WEST SIDE OF ROAD.  IT IS JUST BEYOND
 NC1339'HOUSE NO. 12788 AND IS 0.15 MILE SOUTH OF LENOX ROAD JUNCTION.
 NC1339'
 NC1339'DISTANCE AND DIRECTION FROM STATION
 NC1339'
 NC1339'RP-1 NEAR EDGE OF WITNESS POST 3.3 FEET W
 NC1339'
 NC1339'RP-2 NEAR EDGE OF POWER POLE NO. NLO 373 4.9 FEET W
 NC1339'
 NC1339'RP-3 CENTERLINE OF NY RTE 75 17.5 FEET E
 NC1339'
 NC1339'RP-4 NEAR EDGE OF 15 IN BLACK WALNUT TREE (6TH IN LINE FROM
 NC1339'NORTH) 51.8 FEET NE
 NC1339'
 NC1339'RP-5 CENTERLINE OF DRIVEWAY WEST FOR HOUSE NO. 12788 46.0 FEET S
 NC1339'
 NC1339'RP-6 NORTHEAST CORNER OF HOUSE NO. 12788 97.4 FEET SW
 NC1339'
 NC1339'RP-7 NEAR EDGE OF 10 IN MAPLE TREE 106.2 FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1350 ***********************************************************************
 NC1350  DESIGNATION -  COL GAY 2
 NC1350  PID         -  NC1350
 NC1350  STATE/COUNTY-  NY/ERIE
 NC1350  USGS QUAD   -  LANGFORD (1960)
 NC1350
 NC1350                         *CURRENT SURVEY CONTROL
 NC1350  ___________________________________________________________________
 NC1350* NAD 83(1996)-  42 30 21.75791(N)    078 51 26.37476(W)     ADJUSTED  
 NC1350* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 NC1350  ___________________________________________________________________
 NC1350  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 NC1350  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NC1350
 NC1350  HORZ ORDER  -  SECOND
 NC1350
 NC1350.The horizontal coordinates were established by classical geodetic methods
 NC1350.and adjusted by the National Geodetic Survey in January 1999..
 NC1350
 NC1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1350
 NC1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1350
 NC1350.The geoid height was determined by GEOID03.
 NC1350
 NC1350;                    North         East     Units Scale Factor Converg.
 NC1350;SPC NY W     -   278,337.276   327,481.616   MT  0.99994374   -0 11 06.5
 NC1350;SPC NY W     -   913,178.21  1,074,412.60   sFT  0.99994374   -0 11 06.5
 NC1350;UTM  17      - 4,708,188.819   676,041.894   MT  0.99998131   +1 26 53.2
 NC1350
 NC1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1350!SPC NY W     -   0.99995187  x   0.99994374  =   0.99989561
 NC1350!UTM  17      -   0.99995187  x   0.99998131  =   0.99993318
 NC1350
 NC1350:                Primary Azimuth Mark                     Grid Az
 NC1350:SPC NY W     -  COL GAY 2 AZ MK A                        000 20 32.7
 NC1350:UTM  17      -  COL GAY 2 AZ MK A                        358 42 33.0
 NC1350
 NC1350|---------------------------------------------------------------------|
 NC1350| PID    Reference Object                     Distance      Geod. Az  |
 NC1350|                                                           dddmmss.s |
 NC1350| CZ9243 COL GAY 2 AZ MK A                                  0000926.2 |
 NC1350| CZ9244 COL GAY 2 AZ MK B                                  1781828.2 |
 NC1350|---------------------------------------------------------------------|
 NC1350
 NC1350                          SUPERSEDED SURVEY CONTROL
 NC1350
 NC1350  NAD 83(1986)-  42 30 21.76405(N)    078 51 26.37068(W) AD(       ) 2
 NC1350  NAD 27      -  42 30 21.54367(N)    078 51 27.25688(W) AD(       ) 2
 NC1350  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 NC1350
 NC1350.Superseded values are not recommended for survey control.
 NC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1350.See file dsdata.txt to determine how the superseded data were derived.
 NC1350
 NC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7604208189(NAD 83)
 NC1350_MARKER: DD = SURVEY DISK
 NC1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1350
 NC1350  HISTORY     - Date     Condition        Report By
 NC1350  HISTORY     - 1973     MONUMENTED       NY-029
 NC1350  HISTORY     - 20030813 POOR             NYDT
 NC1350
 NC1350                          STATION DESCRIPTION
 NC1350
 NC1350'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1350'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 0.95 MILE
 NC1350'NORTHWEST OF THE COMMUNITY OF COLLINS CENTER AND ABOUT 4.95 MILES
 NC1350'NORTHEAST OF THE VILLAGE OF GOWANDA.
 NC1350'
 NC1350'TO REACH FROM THE INTERSECTION OF NY RTE 75 AND NY RTE 39 IN
 NC1350'THE COMMUNITY OF COLLINS CENTER GO WEST ON NY RTE 39 FOR 0.27
 NC1350'MILE TO JUNCTION WITH NORTH ROAD.  TURN RIGHT AND GO NORTH ON
 NC1350'NORTH ROAD FOR 0.90 MILE TO THE STATION ON THE LEFT ON WEST SIDE
 NC1350'OF ROAD ADJACENT TO FENCE CORNER.
 NC1350'
 NC1350'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1350'TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK
 NC1350'IS STAMPED COL-GAY 2 1973.  AN UNDERGROUND DISK WAS SET AND
 NC1350'STAMPED THE SAME.
 NC1350'
 NC1350'DISTANCE AND DIRECTION FROM STATION
 NC1350'
 NC1350'RP-1 NEAR EDGE OF WITNESS POST 4.3 FEET NW
 NC1350'
 NC1350'RP-2 NEAR EDGE OF CORNER FENCE POST 5.1 FEET W
 NC1350'
 NC1350'RP-3 CENTERLINE OF NORTH ROAD 19.5 FEET E
 NC1350'
 NC1350'RP-4 NEAR EDGE OF LINE 36 IN ASH TREE 245.0 FEET SE
 NC1350'
 NC1350'RP-5 NEAR EDGE OF NARROW SHOULDER SIGN 29.8 FEET S
 NC1350'
 NC1350'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1350'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 NC1350'GROUND.  THE DISK IS STAMPED COL-GAY 2 AZ. A 1973
 NC1350'
 NC1350'TO REACH FROM COL-GAY 2, GO NORTH ON NORTH ROAD FOR 0.30 MILE
 NC1350'TO JUNCTION WITH BROWN STREET AND STATION IN SOUTHWEST ANGLE OF
 NC1350'THE INTERSECTION.
 NC1350'
 NC1350'DISTANCE AND DIRECTION FROM STATION
 NC1350'
 NC1350'RP-1 NEAR EDGE OF WITNESS POST 2.8 FEET W
 NC1350'
 NC1350'RP-2 NEAR EDGE OF NARROW SHOULDER SIGN 2.0 FEET SE
 NC1350'
 NC1350'RP-3 CENTERLINE OF NORTH ROAD 20.0 FEET E
 NC1350'
 NC1350'RP-4 JUNCTION OF FENCES 73.0 FEET NE
 NC1350'
 NC1350'RP-5 NEAR EDGE OF STREET SIGN 105.7 FEET NE
 NC1350'
 NC1350'RP-6 127-1/2 FEET SOUTH OF CENTERLINE OF BROWN STREET
 NC1350'
 NC1350'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1350'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.  THE
 NC1350'DISK IS STAMPED COL-GAY 2 AZ. B 1973.
 NC1350'
 NC1350'TO REACH FROM COL-GAY 2, GO SOUTH ON NORTH ROAD FOR 0.21 MILE
 NC1350'TO STATION ON THE LEFT ON EAST SIDE OF ROAD.  IT IS 0.52 MILE
 NC1350'SOUTH OF JUNCTION WITH BROWN STREET.
 NC1350'
 NC1350'DISTANCE AND DIRECTION FROM STATION
 NC1350'
 NC1350'RP-1 NEAR EDGE OF WITNESS POST 2.5 FEET E
 NC1350'
 NC1350'RP-2 NEAR EDGE OF 28 IN ASH TREE 16.4 FEET NE
 NC1350'
 NC1350'RP-3 NEAR EDGE OF 22 IN HICKORY TREE 48.3 FEET SE
 NC1350'
 NC1350'RP-4 CENTERLINE OF NORTH ROAD 17.0 FEET W
 NC1350'
 NC1350'RP-5 RANGELINE OF FENCE LINE WEST 62.0 FEET N
 NC1350'
 NC1350'RP-6 NEAR EDGE CORNER FENCE POST AT JUNCTION OF FENCES WEST
 NC1350'SIDE ROAD 75.1 FEET NW
 NC1350'
 NC1350'RP-7 NEAR EDGE OF NARROW SHOULDER SIGN 64.8 FEET S
 NC1350
 NC1350                          STATION RECOVERY (2003)
 NC1350
 NC1350'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1350'MOUNUMENT IS LOCATED IN OPEN DITCH APPROX. TWO FEET ABOVE SURFACE.
 NC1350'MOUNUMENT IS UNSTABLE. NEITHER AZ MK A OR AZ MK B WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1369 ***********************************************************************
 NC1369  DESIGNATION -  COL GAY 3
 NC1369  PID         -  NC1369
 NC1369  STATE/COUNTY-  NY/ERIE
 NC1369  USGS QUAD   -  NORTH COLLINS (1960)
 NC1369
 NC1369                         *CURRENT SURVEY CONTROL
 NC1369  ___________________________________________________________________
 NC1369* NAD 83(1996)-  42 30 37.15961(N)    078 52 52.78961(W)     ADJUSTED  
 NC1369* NAVD 88     -       328.     (meters)    1076.     (feet)  VERTCON   
 NC1369  ___________________________________________________________________
 NC1369  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 NC1369  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NC1369
 NC1369  HORZ ORDER  -  SECOND
 NC1369
 NC1369.The horizontal coordinates were established by classical geodetic methods
 NC1369.and adjusted by the National Geodetic Survey in January 1999..
 NC1369
 NC1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1369
 NC1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1369
 NC1369.The geoid height was determined by GEOID03.
 NC1369
 NC1369;                    North         East     Units Scale Factor Converg.
 NC1369;SPC NY W     -   278,819.142   325,510.482   MT  0.99994488   -0 12 04.9
 NC1369;SPC NY W     -   914,759.14  1,067,945.64   sFT  0.99994488   -0 12 04.9
 NC1369;UTM  17      - 4,708,614.321   674,057.761   MT  0.99997276   +1 25 55.2
 NC1369
 NC1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1369!SPC NY W     -   0.99995392  x   0.99994488  =   0.99989880
 NC1369!UTM  17      -   0.99995392  x   0.99997276  =   0.99992668
 NC1369
 NC1369:                Primary Azimuth Mark                     Grid Az
 NC1369:SPC NY W     -  COL GAY 3 AZ MK A                        090 24 07.1
 NC1369:UTM  17      -  COL GAY 3 AZ MK A                        088 46 07.0
 NC1369
 NC1369|---------------------------------------------------------------------|
 NC1369| PID    Reference Object                     Distance      Geod. Az  |
 NC1369|                                                           dddmmss.s |
 NC1369| CZ9245 COL GAY 3 AZ MK A                                  0901202.2 |
 NC1369| CZ9246 COL GAY 3 AZ MK B                                  2704501.4 |
 NC1369|---------------------------------------------------------------------|
 NC1369
 NC1369                          SUPERSEDED SURVEY CONTROL
 NC1369
 NC1369  NAD 83(1986)-  42 30 37.16573(N)    078 52 52.78552(W) AD(       ) 2
 NC1369  NAD 27      -  42 30 36.94583(N)    078 52 53.66877(W) AD(       ) 2
 NC1369  NGVD 29 (07/19/86)  328.     (m)         1076.     (f) VERT ANG       
 NC1369
 NC1369.Superseded values are not recommended for survey control.
 NC1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1369.See file dsdata.txt to determine how the superseded data were derived.
 NC1369
 NC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7405808614(NAD 83)
 NC1369_MARKER: DD = SURVEY DISK
 NC1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1369
 NC1369  HISTORY     - Date     Condition        Report By
 NC1369  HISTORY     - 1973     MONUMENTED       NY-029
 NC1369  HISTORY     - 20030813 MARK NOT FOUND   NYDT
 NC1369
 NC1369                          STATION DESCRIPTION
 NC1369
 NC1369'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1369'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 1.95 MILES
 NC1369'NORTHWEST OF THE COMMUNITY OF COLLINS CENTER AND ABOUT 4.25 MILES
 NC1369'NORTHEAST OF THE VILLAGE OF GOWANDA AND ABOUT 2.2 MILES
 NC1369'NORTHEAST OF THE COMMUNITY OF COLLINS.  IT IS LOCATED ON THE NORTH
 NC1369'SIDE OF BROWN STREET APPROXIMATELY 1.93 MILES WEST OF NY RTE 75.
 NC1369'
 NC1369'TO REACH FROM THE INTERSECTION OF NY RTE 75 AND NY RTE 39 IN
 NC1369'THE COMMUNITY OF COLLINS CENTER GO WEST ON NY RTE 39 FOR
 NC1369'1.35 MILES TO THE INTERSECTION WITH JENNINGS ROAD.  TURN RIGHT
 NC1369'AND GO NORTH ON JENNINGS ROAD FOR 1.10 MILES TO INTERSECTION
 NC1369'WITH BROWN STREET.  TURN LEFT AND GO WEST ON BROWN STREET FOR
 NC1369'0.28 MILE TO STATION ON THE LEFT AND SOUTH SIDE OF ROAD JUST
 NC1369'NORTHWEST OF HOUSE NO. 3055 (S.R. JOHNSON RESIDENCE).
 NC1369'
 NC1369'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1369'OF A CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK IS
 NC1369'STAMPED COL-GAY 3 1973.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1369'AND STAMPED THE SAME.
 NC1369'
 NC1369'DISTANCE AND DIRECTION FROM STATION
 NC1369'
 NC1369'RP-1 CENTERLINE OF BROWN STREET 16.0 FEET N
 NC1369'
 NC1369'RP-2 NEAR EDGE OF POWER POLE NO. NYT/N 42.0 FEET NE
 NC1369'
 NC1369'RP-3 NEAR EDGE OF CORNER FENCE POST 50.3 FEET W
 NC1369'
 NC1369'RP-4 CENTER OF TOP OF END OF 12 IN METAL PIPE UNDER DRIVE
 NC1369'SOUTH 63.9 FEET E
 NC1369'
 NC1369'RP-5 CENTERLINE OF DRIVEWAY SOUTH FOR HOUSE NO. 3055
 NC1369'(S. R. JOHNSON) 76.0 FEET E
 NC1369'
 NC1369'RP-6 NORTHWEST CORNER OF HOUSE NO. 3055 (S. R. JOHNSON
 NC1369'RESIDENCE) 103.2 FEET N
 NC1369'
 NC1369'RP-7 NEAR EDGE OF 5 IN MAPLE TREE 39.1 FEET SE
 NC1369'
 NC1369'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1369'OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1369'STAMPED COL-GAY 3 AZ. A 1973.
 NC1369'
 NC1369'TO REACH FROM COL-GAY 3, GO EAST ON BROWN STREET FOR 0.28 MILE
 NC1369'TO STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION WITH
 NC1369'JENNINGS ROAD.
 NC1369'
 NC1369'DISTANCE AND DIRECTION FROM STATION
 NC1369'
 NC1369'RP-1 NORTHWEST CORNER OF 3 FT HIGH SQUARE BELL SYSTEMS BOX 14.1
 NC1369'FEET E
 NC1369'
 NC1369'RP-2 CENTERLINE OF BROWN STREET 36.0 FEET N
 NC1369'
 NC1369'RP-3 CENTER OF SOUTH END OF CONCRETE HEADWALL IN NE ANGLE OF
 NC1369'INTERSECTION 61.5 FEET N
 NC1369'
 NC1369'RP-4 NEAR EDGE OF WOODEN CORNER FENCE POST IN NE ANGLE OF
 NC1369'INTERSECTION 68.5 FEET N
 NC1369'
 NC1369'RP-5 NEAR EDGE OF 24 IN MAPLE TREE 69.2 FEET NE
 NC1369'
 NC1369'RP-6 CENTERLINE OF JENNINGS ROAD 39.0 FEET W
 NC1369'
 NC1369'RP-7 NEAR EDGE OF APPROXIMATE 4 FT. HIGH IROQUOIS GAS LINE
 NC1369'INDICATOR PIPE IN SW ANGLE OF INTERSECTION 76.4 FEET W
 NC1369'
 NC1369'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1369'OF A ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1369'STAMPED COL-GAY 3 AZ. B 1973.
 NC1369'
 NC1369'TO REACH FROM COL-GAY 3, GO WEST ON BROWN STREET FOR 0.30 MILE
 NC1369'TO STATION ON THE RIGHT ON NORTH SIDE OF ROAD.  IT IS 0.13 MILE
 NC1369'WEST OF THE JUNCTION WITH OSWALD ROAD.
 NC1369'
 NC1369'DISTANCE AND DIRECTION FROM STATION
 NC1369'
 NC1369'RP-1 NEAR EDGE OF WITNESS POST 2.3 FEET N
 NC1369'
 NC1369'RP-2 NEAR EDGE OF POWER POLE NO. NM 67/NYT 119 7.7 FEET N
 NC1369'
 NC1369'RP-3 CENTERLINE OF BROWN STREET 14.5 FEET S
 NC1369'
 NC1369'RP-4 NEAR EDGE OF 24 IN MAPLE TREE 125.4 FEET W
 NC1369'
 NC1369'RP-5 CENTER OF TOP OF END OF 24 IN METAL PIPE UNDER FARM ROAD
 NC1369'SOUTH 143.2 FEET SW
 NC1369'
 NC1369'RP-6 INSIDE CORNER OF CONCRETE HEADWALL AT WEST SIDE OF DRIVE
 NC1369'NORTH 169.6 FEET W
 NC1369'
 NC1369'RP-7 RANGELINE OF CENTERLINE OF FARM ROAD SOUTH 149.0 FEET W
 NC1369
 NC1369                          STATION RECOVERY (2003)
 NC1369
 NC1369'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1369'NEITHER AZ MK A NOR AZ MK B WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1040 ***********************************************************************
 NC1040  DESIGNATION -  COL KEL 1
 NC1040  PID         -  NC1040
 NC1040  STATE/COUNTY-  NY/ERIE
 NC1040  USGS QUAD   -  COLLINS CENTER (1976)
 NC1040
 NC1040                         *CURRENT SURVEY CONTROL
 NC1040  ___________________________________________________________________
 NC1040* NAD 83(1996)-  42 27 23.85606(N)    078 50 55.27490(W)     ADJUSTED  
 NC1040* NAVD 88     -       420.     (meters)    1378.     (feet)  VERTCON   
 NC1040  ___________________________________________________________________
 NC1040  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 NC1040  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NC1040
 NC1040  HORZ ORDER  -  SECOND
 NC1040
 NC1040.The horizontal coordinates were established by classical geodetic methods
 NC1040.and adjusted by the National Geodetic Survey in January 1999..
 NC1040
 NC1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1040
 NC1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1040
 NC1040.The geoid height was determined by GEOID03.
 NC1040
 NC1040;                    North         East     Units Scale Factor Converg.
 NC1040;SPC NY W     -   272,845.965   328,174.440   MT  0.99994336   -0 10 44.8
 NC1040;SPC NY W     -   895,162.14  1,076,685.64   sFT  0.99994336   -0 10 44.8
 NC1040;UTM  17      - 4,702,719.257   676,890.907   MT  0.99998500   +1 27 09.3
 NC1040
 NC1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1040!SPC NY W     -   0.99993945  x   0.99994336  =   0.99988282
 NC1040!UTM  17      -   0.99993945  x   0.99998500  =   0.99992446
 NC1040
 NC1040:                Primary Azimuth Mark                     Grid Az
 NC1040:SPC NY W     -  COL KEL 1 AZ MK A                        097 11 41.3
 NC1040:UTM  17      -  COL KEL 1 AZ MK A                        095 33 47.2
 NC1040
 NC1040|---------------------------------------------------------------------|
 NC1040| PID    Reference Object                     Distance      Geod. Az  |
 NC1040|                                                           dddmmss.s |
 NC1040| CZ9247 COL KEL 1 AZ MK A                                  0970056.5 |
 NC1040| CZ9248 COL KEL 1 AZ MK B                                  2703243.8 |
 NC1040|---------------------------------------------------------------------|
 NC1040
 NC1040                          SUPERSEDED SURVEY CONTROL
 NC1040
 NC1040  NAD 83(1986)-  42 27 23.86218(N)    078 50 55.27075(W) AD(       ) 2
 NC1040  NAD 27      -  42 27 23.63986(N)    078 50 56.15894(W) AD(       ) 2
 NC1040  NGVD 29 (07/19/86)  420.     (m)         1378.     (f) VERT ANG       
 NC1040
 NC1040.Superseded values are not recommended for survey control.
 NC1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1040.See file dsdata.txt to determine how the superseded data were derived.
 NC1040
 NC1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7689102719(NAD 83)
 NC1040_MARKER: DD = SURVEY DISK
 NC1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1040
 NC1040  HISTORY     - Date     Condition        Report By
 NC1040  HISTORY     - 1973     MONUMENTED       NY-029
 NC1040
 NC1040                          STATION DESCRIPTION
 NC1040
 NC1040'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1040'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 2.6 MILES SOUTH
 NC1040'OF THE COMMUNITY OF COLLINS CENTER.  IT IS ALSO 4.6 MILES EAST
 NC1040'OF THE VILLAGE OF GOWANDA.
 NC1040'
 NC1040'TO REACH FROM THE INTERSECTION OF N.Y. RTE 39 (COLLINS
 NC1040'CENTER-SPRINGVILLE RD.) AND N.Y. RTE 75 (SISSON ROAD) IN THE
 NC1040'COMMUNITY OF COLLINS CENTER, GO EAST ON RTE 39 FOR .08 MILE TO
 NC1040'ZOAR ROAD.  TURN RIGHT AND GO SOUTH ON ZOAR RD. FOR 0.9 MILE TO
 NC1040'BECKER RD.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO COLLINS
 NC1040'CENTER ROAD.  TURN LEFT AND GO SOUTH FOR 0.52 MILE TO FOSTER
 NC1040'ROAD.  TURN LEFT AND GO SOUTHEAST FOR 1.5 MILES TO GOWANDA ZOAR
 NC1040'ROAD.  TURN RIGHT AND GO 0.55 MILE TO STATION ON RIGHT NEAR
 NC1040'WOODEN GARAGE.
 NC1040'
 NC1040'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1040'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1040'COL-KEL-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1040'THE SAME.
 NC1040'
 NC1040'DISTANCE AND DIRECTION FROM STATION
 NC1040'
 NC1040'RP-1 NEAR EDGE OF METAL WITNESS POST 3.6 FEET N
 NC1040'
 NC1040'RP-2 CENTERLINE OF GOWANDA ZOAR ROAD 13.0 FEET S
 NC1040'
 NC1040'RP-3 EDGE OF 12 IN DIA. HEMLOCK TREE 26.4 FEET NE
 NC1040'
 NC1040'RP-4 CENTERLINE OF DRIVEWAY 14.5 FEET E
 NC1040'
 NC1040'RP-5 EDGE OF 12 IN DIA. HEMLOCK TREE 44.4 FEET E
 NC1040'
 NC1040'RP-6 EDGE OF 24 IN DIA. MAPLE TREE 35.4 FEET NW
 NC1040'
 NC1040'RP-7 S.W. CORNER OF FOUNDATION OF HOUSE OWNED BY P. KUHANECK 92.4
 NC1040'FEET NE
 NC1040'
 NC1040'RP-8 CENTERLINE OF BUTTON ROAD AND GOWANDA-ZOAR ROAD (0.37 MILE,
 NC1040'APPROX.) NWS
 NC1040'
 NC1040'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1040'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1040'STAMPED COL-KEL-1 AZ. A 1973.
 NC1040'
 NC1040'TO REACH FROM COL-KEL-1, GO EAST ON GOWANDA ZOAR ROAD FOR
 NC1040'0.17 MILE TO STATION ON RIGHT.
 NC1040'
 NC1040'DISTANCE AND DIRECTION FROM STATION
 NC1040'
 NC1040'RP-1 NEAR EDGE OF METAL WITNESS POST 2.3 FEET S
 NC1040'
 NC1040'RP-2 SW CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 12.2 FEET E
 NC1040'
 NC1040'RP-3 CENTERLINE OF GOWANDA-ZOAR ROAD 13.5 FEET N
 NC1040'
 NC1040'RP-4 SE CORNER OF 3 FOOT HIGH CONCRETE GUARD POST 35.0 FEET W
 NC1040'
 NC1040'RP-5 EDGE OF 4 FOOT HIGH IROQUOIS GAS LINE INDICATOR PIPE 50.9
 NC1040'FEET SE
 NC1040'
 NC1040'RP-6 CENTERLINE OF DIM WOODS ROAD 24.5 FEET E
 NC1040'
 NC1040'RP-7 EDGE OF 42 IN DIA. PINE TREE 39.7 FEET NE
 NC1040'
 NC1040'RP-8 CENTERLINE OF INTERSECTION OF BUTTON ROAD AND GOWANDA-ZOAR
 NC1040'ROAD (0.53 MILE, APPROX) NW
 NC1040'
 NC1040'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1040'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1040'COL-KEL-1 AZ. B 1973.
 NC1040'
 NC1040'TO REACH FROM COL-KEL-1, GO WEST ON GOWANDA-ZOAR ROAD FOR
 NC1040'.08 MILE TO STATION ON THE LEFT.
 NC1040'
 NC1040'DISTANCE AND DIRECTION FROM STATION
 NC1040'
 NC1040'RP-1 NEAR EDGE OF METAL WITNESS POST 3.4 FEET S
 NC1040'
 NC1040'RP-2 NW CORNER OF 3 FOOT HIGH CONCRETE RIGHT-OF-WAY POST 20.6
 NC1040'FEET E
 NC1040'
 NC1040'RP-3 CENTERLINE OF GOWANDA-ZOAR ROAD 13.5 FEET N
 NC1040'
 NC1040'RP-4 EDGE OF 12 IN DIA. MAPLE TREE 39.2 FEET N
 NC1040'
 NC1040'RP-5 EDGE OF 24 IN DIA. BEECH TREE 65.4 FEET NW
 NC1040'
 NC1040'RP-6 JUNCTION OF FENCE LINES EXTENDED 102 FEET W
 NC1040'
 NC1040'RP-7 CENTERLINE OF INTERSECTION OF BUTTON ROAD AND GOWANDA-ZOAR
 NC1040'ROAD (0.30 MILE, APPROX) W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1055 ***********************************************************************
 NC1055  DESIGNATION -  COL KEL 2
 NC1055  PID         -  NC1055
 NC1055  STATE/COUNTY-  NY/ERIE
 NC1055  USGS QUAD   -  GOWANDA (1976)
 NC1055
 NC1055                         *CURRENT SURVEY CONTROL
 NC1055  ___________________________________________________________________
 NC1055* NAD 83(1996)-  42 29 01.80713(N)    078 52 38.90059(W)     ADJUSTED  
 NC1055* NAVD 88     -       313.     (meters)    1027.     (feet)  VERTCON   
 NC1055  ___________________________________________________________________
 NC1055  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 NC1055  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NC1055
 NC1055  HORZ ORDER  -  SECOND
 NC1055
 NC1055.The horizontal coordinates were established by classical geodetic methods
 NC1055.and adjusted by the National Geodetic Survey in January 1999..
 NC1055
 NC1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1055
 NC1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1055
 NC1055.The geoid height was determined by GEOID03.
 NC1055
 NC1055;                    North         East     Units Scale Factor Converg.
 NC1055;SPC NY W     -   275,875.983   325,817.336   MT  0.99994469   -0 11 55.2
 NC1055;SPC NY W     -   905,103.12  1,068,952.38   sFT  0.99994469   -0 11 55.2
 NC1055;UTM  17      - 4,705,681.017   674,448.371   MT  0.99997443   +1 26 02.0
 NC1055
 NC1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1055!SPC NY W     -   0.99995626  x   0.99994469  =   0.99990095
 NC1055!UTM  17      -   0.99995626  x   0.99997443  =   0.99993069
 NC1055
 NC1055:                Primary Azimuth Mark                     Grid Az
 NC1055:SPC NY W     -  COL KEL 2 AZ MK A                        017 26 50.7
 NC1055:UTM  17      -  COL KEL 2 AZ MK A                        015 48 53.5
 NC1055
 NC1055|---------------------------------------------------------------------|
 NC1055| PID    Reference Object                     Distance      Geod. Az  |
 NC1055|                                                           dddmmss.s |
 NC1055| CZ9249 COL KEL 2 AZ MK A                                  0171455.5 |
 NC1055| CZ9250 COL KEL 2 AZ MK B                                  1804214.6 |
 NC1055|---------------------------------------------------------------------|
 NC1055
 NC1055                          SUPERSEDED SURVEY CONTROL
 NC1055
 NC1055  NAD 83(1986)-  42 29 01.81332(N)    078 52 38.89654(W) AD(       ) 2
 NC1055  NAD 27      -  42 29 01.59228(N)    078 52 39.78063(W) AD(       ) 2
 NC1055  NGVD 29 (07/19/86)  313.     (m)         1027.     (f) VERT ANG       
 NC1055
 NC1055.Superseded values are not recommended for survey control.
 NC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1055.See file dsdata.txt to determine how the superseded data were derived.
 NC1055
 NC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7444805681(NAD 83)
 NC1055_MARKER: DD = SURVEY DISK
 NC1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1055
 NC1055  HISTORY     - Date     Condition        Report By
 NC1055  HISTORY     - 1973     MONUMENTED       NY-029
 NC1055  HISTORY     - 20030813 MARK NOT FOUND   NYDT
 NC1055
 NC1055                          STATION DESCRIPTION
 NC1055
 NC1055'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1055'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 1.5 MILES
 NC1055'SOUTHWEST OF THE COMMUNITY OF COLLINS CENTER.  IT IS ALSO 3.3
 NC1055'MILES NORTHEAST OF THE VILLAGE OF GOWANDA.
 NC1055'
 NC1055'TO REACH FROM THE INTERSECTION OF N.Y. RTE 39 (COLLINS
 NC1055'CENTER-SPRINGVILLE RD.) AND N.Y. RTE 75 (SISSON RD.) IN THE
 NC1055'COMMUNITY OF COLLINS CENTER, GO WEST ON N.Y. RTE 39 FOR 1.22
 NC1055'MILES TO JENNINGS ROAD.  TURN LEFT AND GO SOUTH ON JENNINGS
 NC1055'ROAD FOR 0.78 MILE TO STATION ON RIGHT NEAR A WOODED AREA.
 NC1055'
 NC1055'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1055'ROUND CONCRETE POST 4 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1055'COL-KEL-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1055'THE SAME.
 NC1055'
 NC1055'DISTANCE AND DIRECTION FROM STATION
 NC1055'
 NC1055'RP-1 NEAR EDGE OF METAL WITNESS POST 2.1 FEET W
 NC1055'
 NC1055'RP-2 CENTERLINE OF JENNINGS ROAD 15.0 FEET E
 NC1055'
 NC1055'RP-3 EDGE OF A 24 IN DIA. TWIN WILD CHERRY TREE 28.4 FEET SW
 NC1055'
 NC1055'RP-4 EDGE OF 48 IN DIA. MAPLE TREE 45.4 FEET NW
 NC1055'
 NC1055'RP-5 EDGE OF 36 IN DIA. MAPLE TREE 109.9 FEET NE
 NC1055'
 NC1055'RP-6 EDGE OF WOODS LINE EXTENDED 54.0 FEET N
 NC1055'
 NC1055'RP-7 CENTERLINE OF INTERSECTION OF WEST BECKER ROAD AND JENNINGS
 NC1055'ROAD (0.4 MILE, APPROX) S
 NC1055'
 NC1055'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1055'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1055'COL-KEL-2 AZ. A 1973.
 NC1055'
 NC1055'TO REACH FROM COL-KEL-2, GO NORTH ON JENNINGS ROAD FOR 0.15 MILE
 NC1055'TO STATION ON LEFT PAST A FIELD ROAD.
 NC1055'
 NC1055'DISTANCE AND DIRECTION FROM STATION
 NC1055'
 NC1055'RP-1 NEAR EDGE OF METAL WITNESS POST 2.7 FEET NW
 NC1055'
 NC1055'RP-2 EDGE OF CURVE HIGHWAY SIGN 18.2 FEET SW
 NC1055'
 NC1055'RP-3 EDGE OF 18 IN DIA. LOCUST TREE 19.2 FEET W
 NC1055'
 NC1055'RP-4 EDGE OF 18 IN DIA. LOCUST TREE 32.2 FEET N
 NC1055'
 NC1055'RP-5 CENTERLINE OF JENNINGS ROAD 15.5 FEET SE
 NC1055'
 NC1055'RP-6 CENTERLINE OF FIELD ROAD 71.0 FEET SW
 NC1055'
 NC1055'RP-7 CENTERLINE OF INTERSECTION OF WEST BECKER ROAD AND JENNINGS
 NC1055'ROAD (0.5 MILE, APPROX) S
 NC1055'
 NC1055'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1055'CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED COL-KEL-2
 NC1055'AZ. B 1973.
 NC1055'
 NC1055'TO REACH FROM COL-KEL-2, GO SOUTH ON JENNINGS ROAD FOR .4 MILE
 NC1055'TO STATION ON SOUTHWEST CORNER OF INTERSECTION OF JENNINGS
 NC1055'ROAD, WEST BECKER ROAD AND FOSTER ROAD.
 NC1055'
 NC1055'DISTANCE AND DIRECTION FROM STATION
 NC1055'
 NC1055'RP-1 NEAR EDGE OF METAL WITNESS POST 4.0 FEET SW
 NC1055'
 NC1055'RP-2 EDGE OF 4 IN DIA. METAL FENCE POST 10.5 FEET S
 NC1055'
 NC1055'RP-3 TOP OF 12 IN METAL DRAIN PIPE 4.5 FEET SE
 NC1055'
 NC1055'RP-4 CENTERLINE OF FOSTER ROAD 36.5 FEET NE
 NC1055'
 NC1055'RP-5 CENTERLINE OF W. BECKER ROAD 34.0 FEET N
 NC1055'
 NC1055'RP-6 SW CORNER OF 4 FOOT HIGH CONCRETE RIGHT-OF-WAY POST 72.9
 NC1055'FEET NE
 NC1055
 NC1055                          STATION RECOVERY (2003)
 NC1055
 NC1055'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1055'RECOVERED AZ MK A IN GOOD CONDITION. AZ MK B WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1282 ***********************************************************************
 NC1282  DESIGNATION -  COL KUM 1
 NC1282  PID         -  NC1282
 NC1282  STATE/COUNTY-  NY/ERIE
 NC1282  USGS QUAD   -  COLDEN (1979)
 NC1282
 NC1282                         *CURRENT SURVEY CONTROL
 NC1282  ___________________________________________________________________
 NC1282* NAD 83(1996)-  42 41 24.75925(N)    078 37 56.84185(W)     ADJUSTED  
 NC1282* NAVD 88     -       444.     (meters)    1457.     (feet)  VERTCON   
 NC1282  ___________________________________________________________________
 NC1282  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 NC1282  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NC1282
 NC1282  HORZ ORDER  -  SECOND
 NC1282
 NC1282.The horizontal coordinates were established by classical geodetic methods
 NC1282.and adjusted by the National Geodetic Survey in January 1999..
 NC1282
 NC1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1282
 NC1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1282
 NC1282.The geoid height was determined by GEOID03.
 NC1282
 NC1282;                    North         East     Units Scale Factor Converg.
 NC1282;SPC NY W     -   298,758.966   345,974.672   MT  0.99993770   -0 01 59.9
 NC1282;SPC NY W     -   980,178.37  1,135,085.24   sFT  0.99993770   -0 01 59.9
 NC1282;UTM  17      - 4,729,131.910   693,945.777   MT  1.00006279   +1 36 20.8
 NC1282
 NC1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1282!SPC NY W     -   0.99993576  x   0.99993770  =   0.99987346
 NC1282!UTM  17      -   0.99993576  x   1.00006279  =   0.99999855
 NC1282
 NC1282:                Primary Azimuth Mark                     Grid Az
 NC1282:SPC NY W     -  COL KUM 1 AZ MK A                        336 25 22.5
 NC1282:UTM  17      -  COL KUM 1 AZ MK A                        334 47 01.8
 NC1282
 NC1282|---------------------------------------------------------------------|
 NC1282| PID    Reference Object                     Distance      Geod. Az  |
 NC1282|                                                           dddmmss.s |
 NC1282| CZ9251 COL KUM 1 AZ MK A                                  3362322.6 |
 NC1282| NC1119 EAST AURORA MOOG VALVE TANK         APPROX.12.8 KM 3505045.5 |
 NC1282|---------------------------------------------------------------------|
 NC1282
 NC1282                          SUPERSEDED SURVEY CONTROL
 NC1282
 NC1282  NAD 83(1986)-  42 41 24.76556(N)    078 37 56.83829(W) AD(       ) 2
 NC1282  NAD 27      -  42 41 24.54833(N)    078 37 57.74524(W) AD(       ) 2
 NC1282  NGVD 29 (07/19/86)  444.     (m)         1457.     (f) VERT ANG       
 NC1282
 NC1282.Superseded values are not recommended for survey control.
 NC1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1282.See file dsdata.txt to determine how the superseded data were derived.
 NC1282
 NC1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9394629132(NAD 83)
 NC1282_MARKER: DD = SURVEY DISK
 NC1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1282_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1282
 NC1282  HISTORY     - Date     Condition        Report By
 NC1282  HISTORY     - 1973     MONUMENTED       NY-029
 NC1282
 NC1282                          STATION DESCRIPTION
 NC1282
 NC1282'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1282'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 5.5 MILES SOUTH
 NC1282'OF THE VILLAGE OF EAST AURORA.  IT IS ALSO 3.4 MILES SOUTHEAST
 NC1282'OF THE COMMUNITY OF JEWETTVILLE.  IT IS ALSO 1.0 MILES DUE WEST
 NC1282'OF THE ORCHARD PARK RESERVOIR.
 NC1282'
 NC1282'TO REACH FROM THE INTERSECTION OF MAIN STREET (U.S. HWY ROUTE
 NC1282'20A) AND CENTER STREET, WHICH IS LOCATED IN THE VILLAGE OF EAST
 NC1282'AURORA, GO SOUTH ON CENTER STREET FOR 5.9 MILES TO THE JUNCTION
 NC1282'OF DARIEN ROAD.  TURN RIGHT AND GO WEST ON DARIEN ROAD FOR
 NC1282'0.25 MILES TO THE JUNCTION OF BOIES ROAD.  TURN RIGHT AND GO
 NC1282'NORTHWEST ON BOIES ROAD FOR 0.5 MILES AND THE STATION MARK ON
 NC1282'THE RIGHT OPPOSITE THE HOUSE OF JOE BALL.
 NC1282'
 NC1282'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1282'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK STAMPED
 NC1282'COL-KUM-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1282'STAMPED THE SAME.
 NC1282'
 NC1282'AZIMUTH SIGHTED TO THE NORTH WAS THE CENTER OF TWIN LIGHTS
 NC1282'ATOP SILVER WATER SPHERE WITH BLACK LETTERS MOOG WHICH IS THE
 NC1282'EAST AURORA MOOG VALVE CO. INC. TANK 1958 LOCATED AT SENECA
 NC1282'ST. AND JAMISON ROAD IN THE TOWN OF ELMA, N.Y.
 NC1282'
 NC1282'DISTANCE AND DIRECTION FROM STATION
 NC1282'
 NC1282'RP-1 NEAR EDGE OF POLE NO. 229/N62 6.1 FEET N
 NC1282'
 NC1282'RP-2 CENTERLINE OF BOIES ROAD 12.2 FEET SW
 NC1282'
 NC1282'RP-3 NEAR EDGE OF THE FIRST OF A LINE OF EVERGREEN TREES 39.4
 NC1282'FEET SW
 NC1282'
 NC1282'RP-4 NOTHEAST CORNER OF JOE BALL HOUSE 70.8 FEET SW
 NC1282'
 NC1282'RP-5 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE 4.9 FEET NW
 NC1282'
 NC1282'RP-6 NEAR EDGE OF POLE NO. 983/43 55.6 FEET W
 NC1282'
 NC1282'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1282'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1282'STAMPED COL-KUM-1 AZ. A 1973.
 NC1282'
 NC1282'TO REACH FROM COL-KUM-1, GO NORTHWEST AND THEN DUE NORTH ON
 NC1282'BOIES ROAD FOR 0.3 MILES AND THE STATION ON THE RIGHT AT THE
 NC1282'JUNCTION OF FALLS ROAD.
 NC1282'
 NC1282'DISTANCE AND DIRECTION FROM STATION
 NC1282'
 NC1282'RP-1 NEAR EDGE OF POLE NO. 602-NYT/218 15.8 FEET NE
 NC1282'
 NC1282'RP-2 EXTENDED CENTERLINE OF FALLS ROAD 7.3 FEET S
 NC1282'
 NC1282'RP-3 POINT OF MEETING OF SOUTH EDGE OF FALLS ROAD PAVING WITH
 NC1282'WEST EDGE OF BOILES ROAD PAVING 85.3 FEET SW
 NC1282'
 NC1282'RP-4 RR SPIKE IN CENTERLINE OF BOIES ROAD 13.7 FEET W
 NC1282'
 NC1282'RP-5 NEAR EDGE OF 8 INCH EVERGREEN TREE 64.75 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1059 ***********************************************************************
 NC1059  DESIGNATION -  COL LAZ 1
 NC1059  PID         -  NC1059
 NC1059  STATE/COUNTY-  NY/ERIE
 NC1059  USGS QUAD   -  GOWANDA (1976)
 NC1059
 NC1059                         *CURRENT SURVEY CONTROL
 NC1059  ___________________________________________________________________
 NC1059* NAD 83(1996)-  42 28 39.60958(N)    078 54 17.74629(W)     ADJUSTED  
 NC1059* NAVD 88     -       305.     (meters)    1001.     (feet)  VERTCON   
 NC1059  ___________________________________________________________________
 NC1059  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 NC1059  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NC1059
 NC1059  HORZ ORDER  -  SECOND
 NC1059
 NC1059.The horizontal coordinates were established by classical geodetic methods
 NC1059.and adjusted by the National Geodetic Survey in January 1999..
 NC1059
 NC1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1059
 NC1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1059
 NC1059.The geoid height was determined by GEOID03.
 NC1059
 NC1059;                    North         East     Units Scale Factor Converg.
 NC1059;SPC NY W     -   275,199.283   323,557.347   MT  0.99994610   -0 13 01.8
 NC1059;SPC NY W     -   902,882.98  1,061,537.73   sFT  0.99994610   -0 13 01.8
 NC1059;UTM  17      - 4,704,940.193   672,208.522   MT  0.99996488   +1 24 54.6
 NC1059
 NC1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1059!SPC NY W     -   0.99995752  x   0.99994610  =   0.99990362
 NC1059!UTM  17      -   0.99995752  x   0.99996488  =   0.99992240
 NC1059
 NC1059:                Primary Azimuth Mark                     Grid Az
 NC1059:SPC NY W     -  COL LAZ 1 AZ MK A                        245 44 16.1
 NC1059:UTM  17      -  COL LAZ 1 AZ MK A                        244 06 19.7
 NC1059
 NC1059|---------------------------------------------------------------------|
 NC1059| PID    Reference Object                     Distance      Geod. Az  |
 NC1059|                                                           dddmmss.s |
 NC1059| CZ9252 COL LAZ 1 AZ MK A                                  2453114.3 |
 NC1059|---------------------------------------------------------------------|
 NC1059
 NC1059                          SUPERSEDED SURVEY CONTROL
 NC1059
 NC1059  NAD 83(1986)-  42 28 39.61565(N)    078 54 17.74207(W) AD(       ) 2
 NC1059  NAD 27      -  42 28 39.39516(N)    078 54 18.62386(W) AD(       ) 2
 NC1059  NGVD 29 (07/19/86)  305.     (m)         1001.     (f) VERT ANG       
 NC1059
 NC1059.Superseded values are not recommended for survey control.
 NC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1059.See file dsdata.txt to determine how the superseded data were derived.
 NC1059
 NC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7220904940(NAD 83)
 NC1059_MARKER: DD = SURVEY DISK
 NC1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1059
 NC1059  HISTORY     - Date     Condition        Report By
 NC1059  HISTORY     - 1973     MONUMENTED       NY-029
 NC1059  HISTORY     - 20030813 MARK NOT FOUND   NYDT
 NC1059
 NC1059                          STATION DESCRIPTION
 NC1059
 NC1059'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1059'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 1.6 MILES
 NC1059'SOUTHEAST OF THE COMMUNITY OF COLLINS.  IT IS ALSO ABOUT 1.9 MILES
 NC1059'NORTHEAST OF THE VILLAGE OF GOWANDA.
 NC1059'
 NC1059'TO REACH FROM THE INTERSECTION OF MAIN STREET BRIDGE CROSSING
 NC1059'CATTARAUGUS CREEK IN THE VILLAGE OF GOWANDA, GO NORTHEAST ON MAIN
 NC1059'ST. FOR 0.25 MILE TO CEMETERY HILL ROAD GO STRAIGHT AND GO
 NC1059'NORTHEAST FOR 0.75 MILE TO S. QUAKER ROAD TURN LEFT AND GO 0.2
 NC1059'MILE TO WEST BECKER ROAD.  TURN RIGHT AND GO EAST FOR 0.48 MILE
 NC1059'TO STATION ON LEFT BEFORE BEND IN ROAD.
 NC1059'
 NC1059'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1059'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1059'COL-LAZ-1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1059'THE SAME.
 NC1059'
 NC1059'AZIMUTH SIGHTED TO THE SOUTHWEST WAS THE CENTERLINE OF RED BRICK
 NC1059'SMOKE STACK AT POWER PLANT OF THE JANE ADAMS STATE SCHOOL AND
 NC1059'HOSPITAL IN PERRYSBURY N.Y.
 NC1059'
 NC1059'DISTANCE AND DIRECTION FROM STATION
 NC1059'
 NC1059'RP-1 NEAR EDGE OF METAL WITNESS POST 1.2 FEET N
 NC1059'
 NC1059'RP-2 CENTERLINE OF WEST BECKER ROAD 18.0 FEET S
 NC1059'
 NC1059'RP-3 END OF STRAIGHT AWAY AND BEGINNING OF CURVE ON SOUTHERN
 NC1059'SIDE OF ROAD 30.4 FEET SE
 NC1059'
 NC1059'RP-4 EDGE OF POWER POLE NO. NYT 1 (REST OF NUMBER UNKNOWN) 105.1
 NC1059'FEET S
 NC1059'
 NC1059'RP-5 CENTERLINE OF EAST EDGE OF CONCRETE HEADWALL ON NORTH SIDE
 NC1059'OF ROAD 390.4 FEET SW
 NC1059'
 NC1059'RP-6 N.E. CORNER OF 2 FOOT HIGH CONCRETE GUARD POST 397.3
 NC1059'FEET SW
 NC1059'
 NC1059'RP-7 CENTERLINE OF INTERSECTION OF S. QUAKER RD. AND WEST BECKER
 NC1059'ROAD (0.50 MILE W APPROX)
 NC1059'
 NC1059'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1059'ROUND CONCRETE POST 1 INCH ABOVE THE GROUND.  THE DISK IS STAMPED
 NC1059'COL-LAZ 1 AZ. A 1973.
 NC1059'
 NC1059'TO REACH FROM COL-LAZ-1, GO WEST ON WEST BECKER ROAD FOR 0.48 MILE
 NC1059'TO S. QUAKER ROAD, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO
 NC1059'STATION ON LEFT AT THE INTERSECTION OF CEMETERY HILL ROAD AND
 NC1059'SOUTH QUAKER ROAD.
 NC1059'
 NC1059'NOTE--STATION IS ALSO INTERVISIBLE WITH COL-LAZ-3 1973.
 NC1059'
 NC1059'DISTANCE AND DIRECTION FROM STATION
 NC1059'
 NC1059'RP-1 NEAR EDGE OF METAL WITNESS POST 3.3 FEET E
 NC1059'
 NC1059'RP-2 EDGE OF POWER POLE NO. NM 71/NYT 233 25.8 FEET N
 NC1059'
 NC1059'RP-3 CENTERLINE OF SOUTH QUAKER ROAD 13.5 FEET W
 NC1059'
 NC1059'RP-4 CENTERLINE OF DRIVEWAY EXTENDED 80.5 FEET N
 NC1059'
 NC1059'RP-5 EDGE OF 36 IN DIA. MAPLE TREE 71.8 FEET NW
 NC1059'
 NC1059'RP-6 EDGE OF 36 IN DIA. WEEPING BIRCH TREE 101.0 FEET W
 NC1059'
 NC1059'RP-7 EDGE OF STREET SIGN ON SOUTHWESTERN CORNER 97.3 FEET SW
 NC1059
 NC1059                          STATION RECOVERY (2003)
 NC1059
 NC1059'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1059'AZIMUTH SIGHTED TO THE SOUTHWEST (SMOKESTACK) WAS NOT VISABLE. DID NOT
 NC1059'SEARCH FOR AZ MK A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1061 ***********************************************************************
 NC1061  DESIGNATION -  COL LAZ 2 1973
 NC1061  PID         -  NC1061
 NC1061  STATE/COUNTY-  NY/ERIE
 NC1061  USGS QUAD   -  GOWANDA (1976)
 NC1061
 NC1061                         *CURRENT SURVEY CONTROL
 NC1061  ___________________________________________________________________
 NC1061* NAD 83(1996)-  42 27 05.60786(N)    078 53 13.03491(W)     ADJUSTED  
 NC1061* NAVD 88     -       375.     (meters)    1230.     (feet)  VERTCON   
 NC1061  ___________________________________________________________________
 NC1061  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 NC1061  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NC1061
 NC1061  HORZ ORDER  -  SECOND
 NC1061
 NC1061.The horizontal coordinates were established by classical geodetic methods
 NC1061.and adjusted by the National Geodetic Survey in January 1999..
 NC1061
 NC1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1061
 NC1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1061
 NC1061.The geoid height was determined by GEOID03.
 NC1061
 NC1061;                    North         East     Units Scale Factor Converg.
 NC1061;SPC NY W     -   272,293.479   325,024.964   MT  0.99994517   -0 12 17.8
 NC1061;SPC NY W     -   893,349.52  1,066,352.74   sFT  0.99994517   -0 12 17.8
 NC1061;UTM  17      - 4,702,077.299   673,758.333   MT  0.99997148   +1 25 35.7
 NC1061
 NC1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1061!SPC NY W     -   0.99994652  x   0.99994517  =   0.99989169
 NC1061!UTM  17      -   0.99994652  x   0.99997148  =   0.99991800
 NC1061
 NC1061:                Primary Azimuth Mark                     Grid Az
 NC1061:SPC NY W     -  FARNHAM VIL MUN TANK                     313 43 09.2
 NC1061:UTM  17      -  FARNHAM VIL MUN TANK                     312 05 15.7
 NC1061
 NC1061|---------------------------------------------------------------------|
 NC1061| PID    Reference Object                     Distance      Geod. Az  |
 NC1061|                                                           dddmmss.s |
 NC1061| NC1689 FARNHAM VIL MUN TANK                APPROX.23.1 KM 3133051.4 |
 NC1061| NC1053 GOWANDA STATE HOSPITAL TANK         APPROX. 6.4 KM 3154334.8 |
 NC1061|---------------------------------------------------------------------|
 NC1061
 NC1061                          SUPERSEDED SURVEY CONTROL
 NC1061
 NC1061  NAD 83(1986)-  42 27 05.61393(N)    078 53 13.03057(W) AD(       ) 2
 NC1061  NAD 27      -  42 27 05.39229(N)    078 53 13.91528(W) AD(       ) 2
 NC1061  NGVD 29 (07/19/86)  375.     (m)         1230.     (f) VERT ANG       
 NC1061
 NC1061.Superseded values are not recommended for survey control.
 NC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1061.See file dsdata.txt to determine how the superseded data were derived.
 NC1061
 NC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7375802077(NAD 83)
 NC1061_MARKER: DD = SURVEY DISK
 NC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1061+STABILITY: SURFACE MOTION
 NC1061
 NC1061  HISTORY     - Date     Condition        Report By
 NC1061  HISTORY     - 1973     MONUMENTED       NY-029
 NC1061
 NC1061                          STATION DESCRIPTION
 NC1061
 NC1061'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1061'STATION IS LOCATED IN THE TOWN OF COLLINS, ABOUT 2.6 MILES
 NC1061'SOUTHEAST OF THE VILLAGE OF GOWANDA.  IT IS ALSO ABOUT 3.8 MILES
 NC1061'SOUTHEAST OF THE COMMUNITY OF COLLINS CENTER.
 NC1061'
 NC1061'TO REACH FROM THE INTERSECTION OF MAIN STREET BRIDGE CROSSING
 NC1061'CATTARAUGUS CREEK IN THE VILLAGE OF GOWANDA, GO NORTHEAST ON MAIN
 NC1061'ST. FOR 0.25 MILE TO GOWANDA-ZOAR ROAD.  TURN RIGHT AND GO
 NC1061'EAST FOR 2.65 MILES TO UNGER ROAD.  TURN RIGHT AND GO SOUTH
 NC1061'FOR 0.5 MILE TO VAIL ROAD TURN RIGHT AND GO WEST FOR 0.37 MILE
 NC1061'TO STATION ON LEFT NEAR HOUSE NO. 2983.
 NC1061'
 NC1061'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1061'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1061'COL-LAZ-2 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1061'THE SAME.
 NC1061'
 NC1061'AZIMUTH SIGHTED TO THE NORTHWEST WAS THE BALL OF THE FARNHAM
 NC1061'VILLAGE MUNICIPAL TANK PAINTED SILVER LOCATED AT THE INTERSECTION OF
 NC1061'N.Y. RTE 5 AND LOTUS POINT ROAD IN THE VILLAGE OF FARNHAM.
 NC1061'
 NC1061'AZIMUTH SIGHTED TO THE NORTHWEST WAS THE VENT OF A GRAY WATER
 NC1061'TANK OF THE GOWANDA STATE HOSPITAL.
 NC1061'
 NC1061'DISTANCE AND DIRECTION FROM STATION
 NC1061'
 NC1061'RP-1 WEST EDGE OF HOUSE NO. 2983 EXTENDED 1.5 FEET E
 NC1061'
 NC1061'RP-2 END OF SHORT WOODEN FENCE 48.3 FEET W
 NC1061'
 NC1061'RP-3 EDGE OF POWER POLE NO. NM 30/NYT 231-1/2 47.3 FEET SW
 NC1061'
 NC1061'RP-4 EDGE OF 18 IN DIA. RED PLUM TREE 50.4 FEET S
 NC1061'
 NC1061'RP-5 CENTERLINE OF VAIL ROAD 18.0 FEET N
 NC1061'
 NC1061'RP-6 CENTERLINE OF DRIVEWAY 71.7 FEET E
 NC1061'
 NC1061'RP-7 EDGE OF 18 IN DIA. MAPLE TREE 100.1 FEET SE
 NC1061'
 NC1061'RP-8 N.E. CORNER OF MAIN PART OF HOUSE NO. 2983 89.5 FEET SE
 NC1061'
 NC1061'RP-9 CENTERLINE OF JUNCTION WITH UNGER ROAD (0.37 MILE, APPROX) E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1056 ***********************************************************************
 NC1056  DESIGNATION -  COL LAZ 3
 NC1056  PID         -  NC1056
 NC1056  STATE/COUNTY-  NY/ERIE
 NC1056  USGS QUAD   -  GOWANDA (1976)
 NC1056
 NC1056                         *CURRENT SURVEY CONTROL
 NC1056  ___________________________________________________________________
 NC1056* NAD 83(1996)-  42 28 24.56724(N)    078 55 01.46011(W)     ADJUSTED  
 NC1056* NAVD 88     -       306.     (meters)    1004.     (feet)  VERTCON   
 NC1056  ___________________________________________________________________
 NC1056  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 NC1056  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NC1056
 NC1056  HORZ ORDER  -  SECOND
 NC1056
 NC1056.The horizontal coordinates were established by classical geodetic methods
 NC1056.and adjusted by the National Geodetic Survey in January 1999..
 NC1056
 NC1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1056
 NC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1056
 NC1056.The geoid height was determined by GEOID03.
 NC1056
 NC1056;                    North         East     Units Scale Factor Converg.
 NC1056;SPC NY W     -   274,739.017   322,557.107   MT  0.99994676   -0 13 31.3
 NC1056;SPC NY W     -   901,372.92  1,058,256.11   sFT  0.99994676   -0 13 31.3
 NC1056;UTM  17      - 4,704,451.614   671,221.782   MT  0.99996071   +1 24 24.6
 NC1056
 NC1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1056!SPC NY W     -   0.99995736  x   0.99994676  =   0.99990413
 NC1056!UTM  17      -   0.99995736  x   0.99996071  =   0.99991808
 NC1056
 NC1056:                Primary Azimuth Mark                     Grid Az
 NC1056:SPC NY W     -  COL LAZ 1 AZ MK A                        063 55 30.2
 NC1056:UTM  17      -  COL LAZ 1 AZ MK A                        062 17 34.3
 NC1056
 NC1056|---------------------------------------------------------------------|
 NC1056| PID    Reference Object                     Distance      Geod. Az  |
 NC1056|                                                           dddmmss.s |
 NC1056| CZ9252 COL LAZ 1 AZ MK A                                  0634158.9 |
 NC1056|---------------------------------------------------------------------|
 NC1056
 NC1056                          SUPERSEDED SURVEY CONTROL
 NC1056
 NC1056  NAD 83(1986)-  42 28 24.57331(N)    078 55 01.45587(W) AD(       ) 2
 NC1056  NAD 27      -  42 28 24.35288(N)    078 55 02.33635(W) AD(       ) 2
 NC1056  NGVD 29 (07/19/86)  306.     (m)         1004.     (f) VERT ANG       
 NC1056
 NC1056.Superseded values are not recommended for survey control.
 NC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1056.See file dsdata.txt to determine how the superseded data were derived.
 NC1056
 NC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7122204452(NAD 83)
 NC1056_MARKER: DD = SURVEY DISK
 NC1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1056
 NC1056  HISTORY     - Date     Condition        Report By
 NC1056  HISTORY     - 1973     MONUMENTED       NY-029
 NC1056
 NC1056                          STATION DESCRIPTION
 NC1056
 NC1056'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1056'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 1.1 MILES
 NC1056'NORTHEAST OF THE VILLAGE OF GOWANDA.  IT IS ALSO ABOUT 1.6 MILES
 NC1056'SOUTH OF THE COMMUNITY OF COLLINS CENTER.
 NC1056'
 NC1056'TO REACH FROM THE INTERSECTION OF MAIN STREET BRIDGE CROSSING
 NC1056'CATTARAUGUS CREEK IN THE VILLAGE OF GOWANDA, GO NORTHEAST ON MAIN
 NC1056'STREET FOR 0.25 MILE TO CEMETERY HILL ROAD.  TURN LEFT AND GO
 NC1056'NORTHEAST FOR 0.98 MILE TO STATION ON RIGHT NEAR END OF FENCE
 NC1056'LINE.
 NC1056'
 NC1056'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1056'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1056'COL-LAZ-3 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1056'THE SAME.
 NC1056'
 NC1056'SEE COL-LAZ 1 AZ. A FOR AZIMUTH SIGHTED TO NORTHEAST.
 NC1056'
 NC1056'AZIMUTH SIGHTED TO THE NORTHWEST WAS THE CENTER OF FINIAL OF
 NC1056'LIGHT COLORED CONCRETE SPIRE ON ADMINISTRATION BUILDNG E OF
 NC1056'GOWANDA STATE HOSPITAL.
 NC1056'
 NC1056'DISTANCE AND DIRECTION FROM STATION
 NC1056'
 NC1056'RP-1 EDGE OF LARGE POST AT JUNCTION OF FENCES 10.6 FEET SW
 NC1056'
 NC1056'RP-2 EDGE OF POWER POLE NM 386-3/NYT 5-1 7.7 FEET S
 NC1056'
 NC1056'RP-3 EDGE OF 8 IN DIA. CEDAR TREE FIRST IN LINE 19.4 FEET S
 NC1056'
 NC1056'RP-4 CENTERLINE OF CEMETERY HILL ROAD 16.0 FEET N
 NC1056'
 NC1056'RP-5 CENTERLINE OF DRIVEWAY 27.0 FEET E
 NC1056'
 NC1056'RP-6 EDGE OF 30 IN DIA. MAPLE TREE FIRST IN LINE 66.7 FEET E
 NC1056'
 NC1056'RP-7 CENTERLINE OF INTERSECTION OF S. QUAKER RD. AND
 NC1056'GOWANDA-ZOAR ROAD (0.18 MILE APPROX) NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1041 ***********************************************************************
 NC1041  DESIGNATION -  COL PAL 1
 NC1041  PID         -  NC1041
 NC1041  STATE/COUNTY-  NY/ERIE
 NC1041  USGS QUAD   -  COLLINS CENTER (1976)
 NC1041
 NC1041                         *CURRENT SURVEY CONTROL
 NC1041  ___________________________________________________________________
 NC1041* NAD 83(1996)-  42 29 21.86596(N)    078 47 43.23140(W)     ADJUSTED  
 NC1041* NAVD 88     -       431.     (meters)    1414.     (feet)  VERTCON   
 NC1041  ___________________________________________________________________
 NC1041  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 NC1041  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NC1041
 NC1041  HORZ ORDER  -  SECOND
 NC1041
 NC1041.The horizontal coordinates were established by classical geodetic methods
 NC1041.and adjusted by the National Geodetic Survey in January 1999..
 NC1041
 NC1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1041
 NC1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1041
 NC1041.The geoid height was determined by GEOID03.
 NC1041
 NC1041;                    North         East     Units Scale Factor Converg.
 NC1041;SPC NY W     -   276,474.743   332,571.237   MT  0.99994124   -0 08 35.5
 NC1041;SPC NY W     -   907,067.55  1,091,110.80   sFT  0.99994124   -0 08 35.5
 NC1041;UTM  17      - 4,706,471.997   681,182.782   MT  1.00000390   +1 29 22.4
 NC1041
 NC1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1041!SPC NY W     -   0.99993773  x   0.99994124  =   0.99987897
 NC1041!UTM  17      -   0.99993773  x   1.00000390  =   0.99994163
 NC1041
 NC1041:                Primary Azimuth Mark                     Grid Az
 NC1041:SPC NY W     -  COL PAL 1 AZ MK B                        271 30 22.8
 NC1041:UTM  17      -  COL PAL 1 AZ MK B                        269 52 24.9
 NC1041
 NC1041|---------------------------------------------------------------------|
 NC1041| PID    Reference Object                     Distance      Geod. Az  |
 NC1041|                                                           dddmmss.s |
 NC1041| CZ9254 COL PAL 1 AZ MK B                                  2712147.3 |
 NC1041| CZ9253 COL PAL 1 AZ MK A                                  3234344.6 |
 NC1041|---------------------------------------------------------------------|
 NC1041
 NC1041                          SUPERSEDED SURVEY CONTROL
 NC1041
 NC1041  NAD 83(1986)-  42 29 21.87214(N)    078 47 43.22740(W) AD(       ) 2
 NC1041  NAD 27      -  42 29 21.65018(N)    078 47 44.12027(W) AD(       ) 2
 NC1041  NGVD 29 (07/19/86)  431.     (m)         1414.     (f) VERT ANG       
 NC1041
 NC1041.Superseded values are not recommended for survey control.
 NC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1041.See file dsdata.txt to determine how the superseded data were derived.
 NC1041
 NC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8118306472(NAD 83)
 NC1041_MARKER: DD = SURVEY DISK
 NC1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1041
 NC1041  HISTORY     - Date     Condition        Report By
 NC1041  HISTORY     - 1973     MONUMENTED       NY-029
 NC1041  HISTORY     - 20030814 MARK NOT FOUND   NYDT
 NC1041
 NC1041                          STATION DESCRIPTION
 NC1041
 NC1041'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1041'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 2.8 MILES
 NC1041'EAST OF COMMUNITY OF COLLINS CENTER.  IT IS ALSO 2.2 MILES
 NC1041'SOUTHWEST OF THE COMMUNITY OF MORTON CORNERS.
 NC1041'
 NC1041'TO REACH FROM THE INTERSECTION OF N.Y. RTE. 75 (SISSON HIGHWAY)
 NC1041'AND N.Y. RTE 39 (COLLINS CENTER-SPRINGVILLE RD.) IN THE COMMUNITY
 NC1041'OF COLLINS CENTER, GO EAST ON RTE 39 FOR 0.1 MILE TO ZOAR
 NC1041'RD. TURN RIGHT AND GO SOUTH ON ZOAR RD. FOR 1.2 MILES TO
 NC1041'BECKER RD.  TURN LEFT AND GO EAST ON BECKER RD. FOR 2.6 MILES TO
 NC1041'SCRABBLE HILL RD.  TURN RIGHT AND GO EAST ON SCRABBLE
 NC1041'HILL RD. FOR 0.7 MILES TO DUPONT RD. AND STATION ON RIGHT AT
 NC1041'THE SOUTHWEST CORNER OF THE INTERSECTION.
 NC1041'
 NC1041'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1041'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1041'COL-PAL 1, 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1041'THE SAME.
 NC1041'
 NC1041'DISTANCE AND DIRECTION FROM STATION
 NC1041'
 NC1041'RP-1 NEAR EDGE OF METAL WITNESS POST 3.1 FEET S
 NC1041'
 NC1041'RP-2 CENTERLINE OF SCRABBLE HILL RD.  20.6 FEET N
 NC1041'
 NC1041'RP-3 EDGE OF 8 IN DIA. APPLE TREE 19.2 FEET SW
 NC1041'
 NC1041'RP-4 EDGE OF 12 IN DIA. APPLE TREE 25.1 FEET SE
 NC1041'
 NC1041'RP-5 EDGE OF POWER POLE NO. NM 17 31.9 FEET E
 NC1041'
 NC1041'RP-6 CENTER OF 3 FOOT HIGH YELLOW GUARD POST 67.5 FEET NE
 NC1041'
 NC1041'RP-7 EDGE OF STREET SIGN 74.9 FEET NE
 NC1041'
 NC1041'RP-8 CENTER OF PRIVATE ROAD TO STUART HOUSE 94.7 FEET NE
 NC1041'
 NC1041'RP-9 CENTERLINE OF MORTON CORNERS ROAD AND CONCORD ROAD (0.50
 NC1041'MILE APPROX) NE
 NC1041'
 NC1041'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN
 NC1041'A ROUND CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  THE DISK IS
 NC1041'STAMPED COL-PAL 1 AZ. A 1973.
 NC1041'
 NC1041'TO REACH FROM COL-PAL 1, GO WEST 0.72 MILE ON SCRABBLE RD.
 NC1041'TO INTERSECTION OF EAST BECKER RD.  TURN RIGHT AND GO NORTHEAST
 NC1041'FOR 0.6 MILE TO STATION BY MT. PLEASANT CEMETERY ON RIGHT.
 NC1041'
 NC1041'DISTANCE AND DIRECTION FROM STATION
 NC1041'
 NC1041'RP-1 EDGE OF WOODEN FENCE 2.0 FEET NW
 NC1041'
 NC1041'RP-2 CENTERLINE OF EAST BECKER RD.  24.0 FEET SE
 NC1041'
 NC1041'RP-3 EDGE OF 18 IN DIA. MAPLE TREE 16.4 FEET N
 NC1041'
 NC1041'RP-4 EDGE OF 12 IN DIA. TWIN MAPLE TREE 51.5 FEET NE
 NC1041'
 NC1041'RP-5 END OF FENCE 103.0 FEET SW
 NC1041'
 NC1041'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1041'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1041'STAMPED COL-PAL-1 AZ. B 1973.
 NC1041'
 NC1041'TO REACH FROM COL-PAL-1, GO WEST ON SCRABBLE HILL ROAD FOR 0.24
 NC1041'MILE TO STATION ON RIGHT.
 NC1041'
 NC1041'DISTANCE AND DIRECTION FROM STATION
 NC1041'
 NC1041'RP-1 EDGE OF METAL WITNESS POST 2.8 FEET N
 NC1041'
 NC1041'RP-2 CENTERLINE OF SCRABBLE HILL RD.  12.0 FEET S
 NC1041'
 NC1041'RP-3 EDGE OF HILL SIGN 35.6 FEET E
 NC1041'
 NC1041'RP-4 CENTERLINE OF DIM FARM ROAD EXTENDED 30.5 FEET W
 NC1041'
 NC1041'RP-5 JUNCTION OF FENCE LINE 31.8 FEET SE
 NC1041'
 NC1041'RP-6 EDGE OF 3 IN DIA. WILD CHERRY TREE 29.1 FEET SE
 NC1041'
 NC1041'RP-7 EDGE OF POWER POLE NO. NYT 73 70.0 FEET SW
 NC1041
 NC1041                          STATION RECOVERY (2003)
 NC1041
 NC1041'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1041'AZ MK'S A AND B WHERE NOT RECOVERED.  LINE OF SIGHT BETWEEN COL PAL 1
 NC1041'AND AZ MK A IS NOW OBSTRUCTED BY NEW HOUSE.
 NC1041' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1042 ***********************************************************************
 NC1042  DESIGNATION -  COL RUS 1
 NC1042  PID         -  NC1042
 NC1042  STATE/COUNTY-  NY/ERIE
 NC1042  USGS QUAD   -  COLLINS CENTER (1976)
 NC1042
 NC1042                         *CURRENT SURVEY CONTROL
 NC1042  ___________________________________________________________________
 NC1042* NAD 83(1996)-  42 29 02.04820(N)    078 51 06.63728(W)     ADJUSTED  
 NC1042* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 NC1042  ___________________________________________________________________
 NC1042  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 NC1042  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NC1042
 NC1042  HORZ ORDER  -  SECOND
 NC1042
 NC1042.The horizontal coordinates were established by classical geodetic methods
 NC1042.and adjusted by the National Geodetic Survey in January 1999..
 NC1042
 NC1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1042
 NC1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1042
 NC1042.The geoid height was determined by GEOID03.
 NC1042
 NC1042;                    North         East     Units Scale Factor Converg.
 NC1042;SPC NY W     -   275,876.434   327,924.426   MT  0.99994349   -0 10 52.9
 NC1042;SPC NY W     -   905,104.60  1,075,865.39   sFT  0.99994349   -0 10 52.9
 NC1042;UTM  17      - 4,705,741.500   676,554.666   MT  0.99998353   +1 27 04.3
 NC1042
 NC1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1042!SPC NY W     -   0.99995170  x   0.99994349  =   0.99989520
 NC1042!UTM  17      -   0.99995170  x   0.99998353  =   0.99993523
 NC1042
 NC1042:                Primary Azimuth Mark                     Grid Az
 NC1042:SPC NY W     -  COL RUS 1 AZ MK A                        016 33 37.5
 NC1042:UTM  17      -  COL RUS 1 AZ MK A                        014 55 40.3
 NC1042
 NC1042|---------------------------------------------------------------------|
 NC1042| PID    Reference Object                     Distance      Geod. Az  |
 NC1042|                                                           dddmmss.s |
 NC1042| CZ9255 COL RUS 1 AZ MK A                                  0162244.6 |
 NC1042|---------------------------------------------------------------------|
 NC1042
 NC1042                          SUPERSEDED SURVEY CONTROL
 NC1042
 NC1042  NAD 83(1986)-  42 29 02.05436(N)    078 51 06.63326(W) AD(       ) 2
 NC1042  NAD 27      -  42 29 01.83302(N)    078 51 07.52010(W) AD(       ) 2
 NC1042  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 NC1042
 NC1042.Superseded values are not recommended for survey control.
 NC1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1042.See file dsdata.txt to determine how the superseded data were derived.
 NC1042
 NC1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7655505741(NAD 83)
 NC1042_MARKER: DD = SURVEY DISK
 NC1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1042+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 NC1042
 NC1042  HISTORY     - Date     Condition        Report By
 NC1042  HISTORY     - 1973     MONUMENTED       NY-029
 NC1042  HISTORY     - 20030813 GOOD             NYDT
 NC1042
 NC1042                          STATION DESCRIPTION
 NC1042
 NC1042'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1042'STATION IS LOCATED IN THE TOWN OF COLLINS ABOUT 0.6 MILE SOUTH
 NC1042'OF THE COMMUNITY OF COLLINS CENTER.  IT IS ALSO 3.9 MILES
 NC1042'SOUTHWEST OF THE COMMUNITY OF MORTON CORNERS.
 NC1042'
 NC1042'TO REACH FROM THE INTERSECTION OF N.Y. RTE 39 (COLLINS
 NC1042'CENTER-SPRINGVILLE RD.) AND N.Y. RTE 75 (SISSON RD.) IN THE
 NC1042'COMMUNITY OF COLLINS CENTER, GO EAST FOR 0.08 MILE TO ZOAR
 NC1042'ROAD.  TURN RIGHT AND GO SOUTH FOR 0.65 MILE TO STATION ON RIGHT
 NC1042'PAST HOUSE NO. 14487.
 NC1042'
 NC1042'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1042'ROUND CONCRETE POST 3 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1042'COL-RUS-1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1042'THE SAME.
 NC1042'
 NC1042'NOTE--COL-RUS-1 IS INTERVISIBLE WITH STATION RUSSO
 NC1042'
 NC1042'DISTANCE AND DIRECTION FROM STATION
 NC1042'
 NC1042'RP-1 EDGE OF IROQUOIS GAS LINE BREATHER PIPE 134.9 FEET N
 NC1042'
 NC1042'RP-2 SW CORNER OF YELLOW WOODEN ROAD POST (LAST OF LINE OF
 NC1042'10) 166.9 FEET NE
 NC1042'
 NC1042'RP-3 EDGE OF IROQUOIS GAS LINE BREATHER PIPE 137.9 FEET NE
 NC1042'
 NC1042'RP-4 CENTERLINE OF ZOAR ROAD 35.4 FEET E
 NC1042'
 NC1042'RP-5 NEAR EDGE OF POWER POLE NO. NM 18/NYT 16 11.3 FEET S
 NC1042'
 NC1042'RP-6 NEAR EDGE OF METAL WITNESS POST 3.1 FEET W
 NC1042'
 NC1042'RP-7 S.W. CORNER OF HOUSE NO. 14487 EXTENDED 363.0 FEET N
 NC1042'
 NC1042'RP-8 JUNCTION OF BECKER ROAD (0.2 MILE APPROX) S
 NC1042'
 NC1042'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK IN A ROUND
 NC1042'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1042'COL-RUS-1 AZ. A 1973.
 NC1042'
 NC1042'TO REACH FROM COL-RUS 1, GO NORTH ON ZOAR ROAD FOR 0.4 MILE
 NC1042'TO STATION ON THE LEFT AND SOUTH FROM HOUSE NO. 14285.
 NC1042'
 NC1042'DISTANCE AND DIRECTION FROM STATION
 NC1042'
 NC1042'RP-1 FACE OF POWER POLE NO. NW 7 173.6 FEET NW
 NC1042'
 NC1042'RP-2 BASE OF 20 IN DIA. PINE TREE 206.8 FEET N
 NC1042'
 NC1042'RP-3 NEAR EDGE OF METAL WITNESS POST 2.9 FEET E
 NC1042'
 NC1042'RP-4 CENTERLINE OF ZOAR ROAD 19.6 FEET W
 NC1042'
 NC1042'RP-5 FACE OF POWER POLE (NO NUMBER) 64.7 FEET SW
 NC1042'
 NC1042'RP-6 CENTERLINE OF N.Y. RTE 39 (0.25 MILES APPROX) S
 NC1042
 NC1042                          STATION RECOVERY (2003)
 NC1042
 NC1042'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1042'AZ MK A WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1045 ***********************************************************************
 NC1045  DESIGNATION -  COL RUS 2 1973
 NC1045  PID         -  NC1045
 NC1045  STATE/COUNTY-  NY/ERIE
 NC1045  USGS QUAD   -  COLLINS CENTER (1976)
 NC1045
 NC1045                         *CURRENT SURVEY CONTROL
 NC1045  ___________________________________________________________________
 NC1045* NAD 83(1996)-  42 29 57.11784(N)    078 49 01.26305(W)     ADJUSTED  
 NC1045* NAVD 88     -       423.     (meters)    1388.     (feet)  VERTCON   
 NC1045  ___________________________________________________________________
 NC1045  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 NC1045  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NC1045
 NC1045  HORZ ORDER  -  SECOND
 NC1045
 NC1045.The horizontal coordinates were established by classical geodetic methods
 NC1045.and adjusted by the National Geodetic Survey in January 1999..
 NC1045
 NC1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1045
 NC1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1045
 NC1045.The geoid height was determined by GEOID03.
 NC1045
 NC1045;                    North         East     Units Scale Factor Converg.
 NC1045;SPC NY W     -   277,567.102   330,792.342   MT  0.99994204   -0 09 28.3
 NC1045;SPC NY W     -   910,651.40  1,085,274.54   sFT  0.99994204   -0 09 28.3
 NC1045;UTM  17      - 4,707,513.282   679,373.377   MT  0.99999588   +1 28 30.6
 NC1045
 NC1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1045!SPC NY W     -   0.99993900  x   0.99994204  =   0.99988104
 NC1045!UTM  17      -   0.99993900  x   0.99999588  =   0.99993488
 NC1045
 NC1045                          SUPERSEDED SURVEY CONTROL
 NC1045
 NC1045  NAD 83(1986)-  42 29 57.12403(N)    078 49 01.25899(W) AD(       ) 2
 NC1045  NAD 27      -  42 29 56.90258(N)    078 49 02.14957(W) AD(       ) 2
 NC1045  NGVD 29 (07/19/86)  423.     (m)         1388.     (f) VERT ANG       
 NC1045
 NC1045.Superseded values are not recommended for survey control.
 NC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1045.See file dsdata.txt to determine how the superseded data were derived.
 NC1045
 NC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7937307513(NAD 83)
 NC1045_MARKER: DD = SURVEY DISK
 NC1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1045+STABILITY: SURFACE MOTION
 NC1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1045+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 NC1045
 NC1045  HISTORY     - Date     Condition        Report By
 NC1045  HISTORY     - 1973     MONUMENTED       NY-029
 NC1045  HISTORY     - 20030813 GOOD             NYDT
 NC1045
 NC1045                          STATION DESCRIPTION
 NC1045
 NC1045'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1045'STATION IS LOCATED IN THE TOWN OF COLLINS, ABOUT 1.9 MILES EAST
 NC1045'OF THE COMMUNITY OF COLLINS CENTER.  IT IS ALSO 2.8 MILES
 NC1045'SOUTHWEST OF THE COMMUNITY OF MORTON CORNERS.
 NC1045'
 NC1045'TO REACH FROM THE INTERSECTION OF N.Y. RTE 75 (SISSON ROAD) AND
 NC1045'N.Y. RTE 39 (COLLINS CENTER-SPRINGVILLE ROAD) IN THE COMMUNITY
 NC1045'OF COLLINS CENTER, GO EAST ON N.Y. RTE 39 FOR 1.85 MILES TO
 NC1045'STATION ON LEFT.
 NC1045'
 NC1045'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1045'ROUND CONCRETE POST 2 INCHES BELOW GROUND.  THE DISK IS STAMPED
 NC1045'COL-RUS-2 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1045'THE SAME.
 NC1045'
 NC1045'AZIMUTH SIGHTED TO EAST WAS THE CENTERLINE OF THE VENT ATOP
 NC1045'TOWN OF COLLINS, WATER DIST. 1 TANK LOCATED ON BAGDAD RD. OFF
 NC1045'N.Y. RTE 39 AT COLLINS.
 NC1045'
 NC1045'NOTE--COL-RUS 2 IS INTERVISIBLE WITH RUSSO
 NC1045'
 NC1045'DISTANCE AND DIRECTION FROM STATION
 NC1045'
 NC1045'RP-1 NEAR EDGE OF METAL WITNESS POST 2.0 FEET N
 NC1045'
 NC1045'RP-2 NEAR EDGE OF POWER POLE NO. NM 175-NYT 174 162.6 FEET E
 NC1045'
 NC1045'RP-3 NEAR EDGE OF MILEAGE POST SIGN NO. 39/5303/1084 81.2
 NC1045'FEET SE
 NC1045'
 NC1045'RP-4 EDGE OF 3RD METAL POST (SW) SUPPORTING GUARD RAIL 57.7 FEET
 NC1045'SE
 NC1045'
 NC1045'RP-5 EDGE OF 1ST METAL POST (SW) SUPPORTING GUARD RAIL 56.1
 NC1045'FEET S
 NC1045'
 NC1045'RP-6 EDGE OF POWER POLE NO. NM 174/NYT 173 87.6 FEET W
 NC1045'
 NC1045'RP-7 CENTERLINE OF RTE 39 35.0 FEET S
 NC1045'
 NC1045'RP-8 CENTERLINE OF DRIVEWAY 400 FEET W
 NC1045'
 NC1045'RP-9 CENTERLINE OF INTERSECTION OF RTE 39 AND BREWER ROAD (0.52
 NC1045'MILE, APPROX.) NE
 NC1045
 NC1045                          STATION RECOVERY (2003)
 NC1045
 NC1045'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RSB)
 NC1045'AZIMUTH SIGHTED TO EAST (WATER TANK VENT) WAS NOT VISABLE AND MAY NO
 NC1045'LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1214 ***********************************************************************
 NC1214  DESIGNATION -  COL TRO 1
 NC1214  PID         -  NC1214
 NC1214  STATE/COUNTY-  NY/ERIE
 NC1214  USGS QUAD   -  HOLLAND (1979)
 NC1214
 NC1214                         *CURRENT SURVEY CONTROL
 NC1214  ___________________________________________________________________
 NC1214* NAD 83(1996)-  42 37 39.33825(N)    078 36 33.65381(W)     ADJUSTED  
 NC1214* NAVD 88     -       537.     (meters)    1762.     (feet)  VERTCON   
 NC1214  ___________________________________________________________________
 NC1214  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 NC1214  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NC1214
 NC1214  HORZ ORDER  -  SECOND
 NC1214
 NC1214.The horizontal coordinates were established by classical geodetic methods
 NC1214.and adjusted by the National Geodetic Survey in January 1999..
 NC1214
 NC1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1214
 NC1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1214
 NC1214.The geoid height was determined by GEOID03.
 NC1214
 NC1214;                    North         East     Units Scale Factor Converg.
 NC1214;SPC NY W     -   291,802.687   347,866.083   MT  0.99993756   -0 01 03.4
 NC1214;SPC NY W     -   957,355.98  1,141,290.64   sFT  0.99993756   -0 01 03.4
 NC1214;UTM  17      - 4,722,231.645   696,035.544   MT  1.00007283   +1 37 10.3
 NC1214
 NC1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1214!SPC NY W     -   0.99992113  x   0.99993756  =   0.99985869
 NC1214!UTM  17      -   0.99992113  x   1.00007283  =   0.99999395
 NC1214
 NC1214:                Primary Azimuth Mark                     Grid Az
 NC1214:SPC NY W     -  COL TRO 1 AZ MK A                        090 03 45.1
 NC1214:UTM  17      -  COL TRO 1 AZ MK A                        088 25 31.4
 NC1214
 NC1214|---------------------------------------------------------------------|
 NC1214| PID    Reference Object                     Distance      Geod. Az  |
 NC1214|                                                           dddmmss.s |
 NC1214| CZ9256 COL TRO 1 AZ MK A                                  0900241.7 |
 NC1214| NC1217 COLDEN TV TOWER WKBW                APPROX. 1.4 KM 3221432.6 |
 NC1214|---------------------------------------------------------------------|
 NC1214
 NC1214                          SUPERSEDED SURVEY CONTROL
 NC1214
 NC1214  NAD 83(1986)-  42 37 39.34461(N)    078 36 33.65008(W) AD(       ) 2
 NC1214  NAD 27      -  42 37 39.12481(N)    078 36 34.56209(W) AD(       ) 2
 NC1214  NGVD 29 (07/19/86)  537.     (m)         1762.     (f) VERT ANG       
 NC1214
 NC1214.Superseded values are not recommended for survey control.
 NC1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1214.See file dsdata.txt to determine how the superseded data were derived.
 NC1214
 NC1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9603622232(NAD 83)
 NC1214_MARKER: DD = SURVEY DISK
 NC1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1214
 NC1214  HISTORY     - Date     Condition        Report By
 NC1214  HISTORY     - 1973     MONUMENTED       NY-029
 NC1214
 NC1214                          STATION DESCRIPTION
 NC1214
 NC1214'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1214'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 4.1 MILES EAST
 NC1214'OF THE COMMUNITY OF COLDEN.  IT IS ALSO 3.6 MILES WEST OF THE
 NC1214'COMMUNITY OF HOLLAND.  IT IS ALSO 1.5 MILES WEST OF THE
 NC1214'COLDEN-HOLLAND TOWN LINE.
 NC1214'
 NC1214'TO REACH FROM THE INTERSECTION OF CENTER STREET AND PARTRIDGE ROAD,
 NC1214'WHICH IS LOCATED 3.2 MILES EAST OF THE COMMUNITY OF COLDEN, GO
 NC1214'SOUTH ON CENTER ROAD FOR 1.6 MILES TO THE JUNCTION OF
 NC1214'HOLLAND-GLENWOOD ROAD.  TURN LEFT AND GO EAST ON HOLLAND-GLENWOOD
 NC1214'ROAD 0.75 MILE AND THE STATION MARK ON THE RIGHT, WHICH IS
 NC1214'OPPOSITE THE 17TH AND 18TH HOLE OF A GOLF COURSE.
 NC1214'
 NC1214'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1214'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1214'COL-TRO-1 1973.  NO UNDERGROUND MARK WAS ESTABLISHED.
 NC1214'
 NC1214'AZIMUTH SIGHTED TO THE NORTHWEST WAS THE CENTERLINE OF THE LIGHT
 NC1214'ON TOP OF THE WKBW TV TOWER WHICH IS LOCATED ON THE EAST SIDE OF
 NC1214'CENTER STREET, NORTH OF THE LOCALITY OF GLENWOOD IN THE TOWN OF
 NC1214'COLDEN, NEW YORK.
 NC1214'
 NC1214'DISTANCE AND DIRECTION FROM STATION
 NC1214'
 NC1214'RP-1 NEAR EDGE OF METAL WITNESS POST 5.5 FEET S
 NC1214'
 NC1214'RP-2 NEAR EDGE OF 24 INCH MAPLE TREE 10.3 FEET S
 NC1214'
 NC1214'RP-3 CENTERLINE OF HOLLAND-GLENWOOD ROAD 15.0 FEET N
 NC1214'
 NC1214'RP-4 NEAR EDGE OF 30 INCH MAPLE TREE 41.9 FEET SW
 NC1214'
 NC1214'RP-5 NEAR EDGE OF POLE NO. NYSE AND G-96/NYT 88 70.2 FEET SW
 NC1214'
 NC1214'RP-6 NEAR EDGE OF 24 INCH HORSE CHESTNUT TREE 123.3 FEET NW
 NC1214'
 NC1214'RP-7 CENTERLINE OF DRIVEWAY 195.0 FEET W
 NC1214'
 NC1214'RP-8 CENTERLINE OF JUNCTION CRUMB ROAD 1.14 MILES E
 NC1214'
 NC1214'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1214'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1214'COL-TRO-1 AZ. A 1973.
 NC1214'
 NC1214'TO REACH FROM COL-TRO-1, GO EAST ON HOLLAND GLENWOOD ROAD FOR
 NC1214'0.6 MILE AND THE STATION ON THE RIGHT.
 NC1214'
 NC1214'DISTANCE AND DIRECTION FROM STATION
 NC1214'
 NC1214'RP-1 NEAR EDGE OF METAL WITNESS POST 6.7 FEET S
 NC1214'
 NC1214'RP-2 CENTERLINE OF HOLLAND-GLENWOOD ROAD 15.0 FEET N
 NC1214'
 NC1214'RP-3 NEAR EDGE OF 20 INCH MAPLE TREE 22.5 FEET SW
 NC1214'
 NC1214'RP-4 NORTHEAST CORNER OF WOODEN 2 CAR GARAGE 29.8 FEET SW
 NC1214'
 NC1214'RP-5 NEAR EDGE OF 20 INCH MAPLE TREE 47.3 FEET W
 NC1214'
 NC1214'RP-6 CENTERLINE OF DRIVEWAY 68.0 FEET W
 NC1214'
 NC1214'RP-7 NEAR EDGE OF 10 INCH WILD CHERRY TREE 73.9 FEET NW
 NC1214'
 NC1214'RP-8 CENTERLINE OF JUNCTION CRUMB ROAD 0.53 MILE E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1259 ***********************************************************************
 NC1259  DESIGNATION -  COL TRO 2
 NC1259  PID         -  NC1259
 NC1259  STATE/COUNTY-  NY/ERIE
 NC1259  USGS QUAD   -  SPRINGVILLE (1954)
 NC1259
 NC1259                         *CURRENT SURVEY CONTROL
 NC1259  ___________________________________________________________________
 NC1259* NAD 83(1996)-  42 36 49.52224(N)    078 40 31.07727(W)     ADJUSTED  
 NC1259* NAVD 88     -       498.     (meters)    1634.     (feet)  VERTCON   
 NC1259  ___________________________________________________________________
 NC1259  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 NC1259  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NC1259
 NC1259  HORZ ORDER  -  SECOND
 NC1259
 NC1259.The horizontal coordinates were established by classical geodetic methods
 NC1259.and adjusted by the National Geodetic Survey in January 1999..
 NC1259
 NC1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1259
 NC1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1259
 NC1259.The geoid height was determined by GEOID03.
 NC1259
 NC1259;                    North         East     Units Scale Factor Converg.
 NC1259;SPC NY W     -   290,269.381   342,454.682   MT  0.99993820   -0 03 44.2
 NC1259;SPC NY W     -   952,325.46  1,123,536.74   sFT  0.99993820   -0 03 44.2
 NC1259;UTM  17      - 4,720,544.177   690,669.496   MT  1.00004730   +1 34 27.9
 NC1259
 NC1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1259!SPC NY W     -   0.99992726  x   0.99993820  =   0.99986546
 NC1259!UTM  17      -   0.99992726  x   1.00004730  =   0.99997455
 NC1259
 NC1259:                Primary Azimuth Mark                     Grid Az
 NC1259:SPC NY W     -  COLDEN TV TOWER WKBW                     060 08 07.2
 NC1259:UTM  17      -  COLDEN TV TOWER WKBW                     058 29 55.1
 NC1259
 NC1259|---------------------------------------------------------------------|
 NC1259| PID    Reference Object                     Distance      Geod. Az  |
 NC1259|                                                           dddmmss.s |
 NC1259| NC1217 COLDEN TV TOWER WKBW                APPROX. 5.3 KM 0600423.0 |
 NC1259| CZ9257 COL TRO 2 AZ MK A                                  2702633.0 |
 NC1259|---------------------------------------------------------------------|
 NC1259
 NC1259                          SUPERSEDED SURVEY CONTROL
 NC1259
 NC1259  NAD 83(1986)-  42 36 49.52853(N)    078 40 31.07352(W) AD(       ) 2
 NC1259  NAD 27      -  42 36 49.30914(N)    078 40 31.97752(W) AD(       ) 2
 NC1259  NGVD 29 (07/19/86)  498.     (m)         1634.     (f) VERT ANG       
 NC1259
 NC1259.Superseded values are not recommended for survey control.
 NC1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1259.See file dsdata.txt to determine how the superseded data were derived.
 NC1259
 NC1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9066920544(NAD 83)
 NC1259_MARKER: DD = SURVEY DISK
 NC1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1259
 NC1259  HISTORY     - Date     Condition        Report By
 NC1259  HISTORY     - 1973     MONUMENTED       NY-029
 NC1259
 NC1259                          STATION DESCRIPTION
 NC1259
 NC1259'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1259'STATION IS LOCATED ON SOUTH HILL IN THE TOWN OF COLDEN ABOUT
 NC1259'2.2 MILES SOUTH OF THE COMMUNITY OF COLDEN.  IT IS ALSO 1.0 MILE
 NC1259'WEST OF THE LOCALITY OF GLENWOOD.
 NC1259'
 NC1259'TO REACH FROM THE INTERSECTION OF U.S. HWY ROUTE 219 AND
 NC1259'ABBOTT HILL ROAD, WHICH IS LOCATED IN THE LOCALITY OF FOWLERVILLE,
 NC1259'GO EAST ON ABBOTT HILL ROAD FOR 1.7 MILES TO THE JUNCTION OF SOUTH
 NC1259'HILL ROAD.  TURN LEFT AND GO NORTH ON SOUTH HILL ROAD FOR 0.75
 NC1259'MILE TO THE JUNCTION OF MURRAY ROAD.  TURN RIGHT AND GO EAST ON
 NC1259'MURRAY ROAD FOR 0.47 MILE AND THE STATION MARK ON THE RIGHT.
 NC1259'
 NC1259'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1259'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1259'STAMPED COL-TRO-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1259'STAMPED THE SAME.
 NC1259'
 NC1259'AZIMUTH SIGHTED TO THE NORTHEAST WAS THE CENTERLINE OF THE
 NC1259'LIGHT ON TOP OF THE WKBW TV TOWER WHICH IS LOCATED ON THE EAST
 NC1259'SIDE OF CENTER STREET, NORTH OF THE LOCALITY OF GLENWOOD IN TOWN
 NC1259'OF COLDEN, NEW YORK.
 NC1259'
 NC1259'NOTE--COL-TRO-2 IS INTERVISIBLE WITH TROST AT GROUND LEVEL
 NC1259'
 NC1259'DISTANCE AND DIRECTION FROM STATION
 NC1259'
 NC1259'RP-1 NEAR EDGE OF METAL WITNESS POST 5.7 FEET S
 NC1259'
 NC1259'RP-2 CENTERLINE OF MURRAY ROAD 13.0 FEET N
 NC1259'
 NC1259'RP-3 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 8562 13.0
 NC1259'FEET W
 NC1259'
 NC1259'RP-4 NEAR EDGE OF POLE NO. NYSEG-5/F/310/10 32.7 FEET N
 NC1259'
 NC1259'RP-5 NEAR EDGE OF 12 INCH NORWAY SPRUCE TREE 53.8 FEET NW
 NC1259'
 NC1259'RP-6 NEAR EDGE OF 18 INCH LOCUST TREE 68.0 FEET W (MOST
 NC1259'SOUTHERLY ONE OF THREE)
 NC1259'
 NC1259'RP-7 SOUTHEAST CORNER OF HOUSE NO. 8562 AT FOUNDATION 88.3 FEET
 NC1259'NW
 NC1259'
 NC1259'RP-8 CENTERLINE OF JUNCTION SOUTH HILL ROAD 0.47 MILE W
 NC1259'
 NC1259'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1259'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1259'COL-TRO-2 AZ. A 1973.
 NC1259'
 NC1259'TO REACH FROM COL-TRO-2, GO WEST ON MURRAY ROAD FOR 0.25
 NC1259'MILES AND THE STATION ON THE LEFT WHICH IS ABOUT 105 PACES WEST OF
 NC1259'THE EXTENDED JUNCTION OF FENCE LINES ON SOUTH SIDE OF MURRAY ROAD.
 NC1259'
 NC1259'DISTANCE AND DIRECTION FROM STATION
 NC1259'
 NC1259'RP-1 NEAR EDGE OF METAL WITNESS POST 12.1 FEET S
 NC1259'
 NC1259'RP-2 CENTERLINE OF MURRAY ROAD 14.0 FEET N
 NC1259'
 NC1259'RP-3 NEAR EDGE OF POLE NO. NYSEG-3 147.4 FEET NE
 NC1259'
 NC1259'RP-4 NEAR EDGE OF POLE NO. 2 1/2/310/NYT 5 110.1 FEET NW
 NC1259'
 NC1259'RP-5 CENTERLINE AT BASE OF 3-1/2 FT. HIGH CONCRETE R/W POST
 NC1259'(45 OFF PLUMB).  309.1 FEET W
 NC1259'
 NC1259'RP-6 NEAR EDGE OF LONE 12 INCH WILD CHERRY TREE 239.3 FEET S
 NC1259'
 NC1259'RP-7 CENTERLINE OF JUNCTION SOUTH HILL ROAD 0.25 MILE W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1286 ***********************************************************************
 NC1286  DESIGNATION -  COL TRO 3
 NC1286  PID         -  NC1286
 NC1286  STATE/COUNTY-  NY/ERIE
 NC1286  USGS QUAD   -  COLDEN (1979)
 NC1286
 NC1286                         *CURRENT SURVEY CONTROL
 NC1286  ___________________________________________________________________
 NC1286* NAD 83(1996)-  42 38 25.86353(N)    078 39 43.77691(W)     ADJUSTED  
 NC1286* NAVD 88     -       476.     (meters)    1562.     (feet)  VERTCON   
 NC1286  ___________________________________________________________________
 NC1286  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 NC1286  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NC1286
 NC1286  HORZ ORDER  -  SECOND
 NC1286
 NC1286.The horizontal coordinates were established by classical geodetic methods
 NC1286.and adjusted by the National Geodetic Survey in January 1999..
 NC1286
 NC1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1286
 NC1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1286
 NC1286.The geoid height was determined by GEOID03.
 NC1286
 NC1286;                    North         East     Units Scale Factor Converg.
 NC1286;SPC NY W     -   293,240.918   343,535.437   MT  0.99993801   -0 03 12.2
 NC1286;SPC NY W     -   962,074.58  1,127,082.51   sFT  0.99993801   -0 03 12.2
 NC1286;UTM  17      - 4,723,545.712   691,665.026   MT  1.00005198   +1 35 02.8
 NC1286
 NC1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1286!SPC NY W     -   0.99993072  x   0.99993801  =   0.99986873
 NC1286!UTM  17      -   0.99993072  x   1.00005198  =   0.99998270
 NC1286
 NC1286:                Primary Azimuth Mark                     Grid Az
 NC1286:SPC NY W     -  COL TRO 3 AZ MK A                        000 55 04.4
 NC1286:UTM  17      -  COL TRO 3 AZ MK A                        359 16 49.4
 NC1286
 NC1286|---------------------------------------------------------------------|
 NC1286| PID    Reference Object                     Distance      Geod. Az  |
 NC1286|                                                           dddmmss.s |
 NC1286| CZ9258 COL TRO 3 AZ MK A                                  0005152.2 |
 NC1286| NC1217 COLDEN TV TOWER WKBW                APPROX. 3.5 KM 0953916.7 |
 NC1286|---------------------------------------------------------------------|
 NC1286
 NC1286                          SUPERSEDED SURVEY CONTROL
 NC1286
 NC1286  NAD 83(1986)-  42 38 25.86984(N)    078 39 43.77322(W) AD(       ) 2
 NC1286  NAD 27      -  42 38 25.65109(N)    078 39 44.67831(W) AD(       ) 2
 NC1286  NGVD 29 (07/19/86)  476.     (m)         1562.     (f) VERT ANG       
 NC1286
 NC1286.Superseded values are not recommended for survey control.
 NC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1286.See file dsdata.txt to determine how the superseded data were derived.
 NC1286
 NC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9166523546(NAD 83)
 NC1286_MARKER: DD = SURVEY DISK
 NC1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1286
 NC1286  HISTORY     - Date     Condition        Report By
 NC1286  HISTORY     - 1973     MONUMENTED       NY-029
 NC1286
 NC1286                          STATION DESCRIPTION
 NC1286
 NC1286'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1286'STATION IS LOCATED ON BLANCHARD HILL IN THE TOWN OF COLDEN
 NC1286'ABOUT 1.2 MILES EAST OF THE COMMUNITY OF COLDEN.  IT IS ALSO 1.5
 NC1286'MILES NORTH OF THE LOCALITY OF GLENWOOD.
 NC1286'
 NC1286'TO REACH FROM THE INTERSECTION OF HEATH ROAD AND STATE HWY
 NC1286'ROUTE 240, WHICH IS LOCATED IN THE COMMUNITY OF COLDEN, GO EAST ON
 NC1286'HEATH ROAD FOR 1.2 MILES TO THE JUNCTION OF FRANTZ ROAD.  TURN
 NC1286'RIGHT AND GO SOUTH ON FRANTZ ROAD FOR 0.3 MILES AND THE STATION
 NC1286'MARK ON THE LEFT.
 NC1286'
 NC1286'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1286'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1286'COL-TRO-3 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1286'THE SAME.
 NC1286'
 NC1286'AZIMUTH SIGHTED TO THE EAST WAS THE CENTERLINE OF THE LIGHT
 NC1286'ON TOP OF THE WKBW TV TOWER WHICH IS LOCATED ON THE EAST SIDE OF
 NC1286'CENTER STREET, NORTH OF THE LOCALITY OF GLENWOOD IN TOWN OF COLDEN,
 NC1286'NEW YORK.
 NC1286'
 NC1286'DISTANCE AND DIRECTION FROM STATION
 NC1286'
 NC1286'RP-1 NEAR EDGE OF METAL WITNESS POST 4.5 FEET E
 NC1286'
 NC1286'RP-2 CENTERLINE OF FRANTZ RD.  15.5 FEET W
 NC1286'
 NC1286'RP-3 NEAR EDGE OF POLE NO. NYSE AND G/E/4/242/NYT 205 35.7 FEET W
 NC1286'
 NC1286'RP-4 NEAR EDGE OF 12 INCH WEEPING WILLOW TREE 81.1 FEET NW
 NC1286'
 NC1286'RP-5 NEAR EDGE OF 8 INCH SPRUCE TREE 50.7 FEET W
 NC1286'
 NC1286'RP-6 EXTENDED CENTERLINE OF DRIVEWAY LEADING TO BARN TYPE
 NC1286'GARAGE 50.0 FEET S
 NC1286'
 NC1286'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1286'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1286'COL-TRO-3 AZ. A 1973.
 NC1286'
 NC1286'TO REACH FROM COL-TRO-3, GO NORTH ON FRANTZ ROAD FOR 0.3
 NC1286'MILE TO THE JUNCTION OF HEATH ROAD AND THE STATION LOCATED ON THE
 NC1286'NORTH SIDE OF HEATH ROAD.
 NC1286'
 NC1286'DISTANCE AND DIRECTION FROM STATION
 NC1286'
 NC1286'RP-1 NEAR EDGE OF 3 FT. HIGH CONCRETE GATE POST 18.4 FEET W
 NC1286'
 NC1286'RP-2 CENTERLINE OF HEATH ROAD 19.0 FEET S
 NC1286'
 NC1286'RP-3 NEAR EDGE OF 4 FT. HIGH IROQUOIS GAS LINE INDICATOR
 NC1286'PIPE 53.3 FEET SE
 NC1286'
 NC1286'RP-4 NEAR EDGE OF 4 FT. HIGH IROQUOIS GAS LINE INDICATOR PIPE 51.2
 NC1286'FEET SW
 NC1286'
 NC1286'RP-5 NEAR EDGE OF 7 INCH CEDAR TREE (CENTER ONE OF LINE OF
 NC1286'THREE) 89.7 FEET SW
 NC1286'
 NC1286'RP-6 CENTERLINE OF DIM FARM ROAD 9.0 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1221 ***********************************************************************
 NC1221  DESIGNATION -  COL WAL 1
 NC1221  PID         -  NC1221
 NC1221  STATE/COUNTY-  NY/ERIE
 NC1221  USGS QUAD   -  HOLLAND (1979)
 NC1221
 NC1221                         *CURRENT SURVEY CONTROL
 NC1221  ___________________________________________________________________
 NC1221* NAD 83(1996)-  42 39 01.23716(N)    078 35 43.91242(W)     ADJUSTED  
 NC1221* NAVD 88     -       499.     (meters)    1637.     (feet)  VERTCON   
 NC1221  ___________________________________________________________________
 NC1221  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NC1221  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NC1221
 NC1221  HORZ ORDER  -  SECOND
 NC1221
 NC1221.The horizontal coordinates were established by classical geodetic methods
 NC1221.and adjusted by the National Geodetic Survey in January 1999..
 NC1221
 NC1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1221
 NC1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1221
 NC1221.The geoid height was determined by GEOID03.
 NC1221
 NC1221;                    North         East     Units Scale Factor Converg.
 NC1221;SPC NY W     -   294,329.440   348,999.813   MT  0.99993751   -0 00 29.8
 NC1221;SPC NY W     -   965,645.84  1,145,010.22   sFT  0.99993751   -0 00 29.8
 NC1221;UTM  17      - 4,724,790.116   697,096.752   MT  1.00007796   +1 37 46.6
 NC1221
 NC1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1221!SPC NY W     -   0.99992710  x   0.99993751  =   0.99986461
 NC1221!UTM  17      -   0.99992710  x   1.00007796  =   1.00000505
 NC1221
 NC1221:                Primary Azimuth Mark                     Grid Az
 NC1221:SPC NY W     -  COL WAL 1 AZ MK A                        000 25 16.2
 NC1221:UTM  17      -  COL WAL 1 AZ MK A                        358 46 59.8
 NC1221
 NC1221|---------------------------------------------------------------------|
 NC1221| PID    Reference Object                     Distance      Geod. Az  |
 NC1221|                                                           dddmmss.s |
 NC1221| CZ9259 COL WAL 1 AZ MK A                                  0002446.4 |
 NC1221| NC1268 COLDEN RAD STA WBEN FM MAST         APPROX. 2.7 KM 2913847.9 |
 NC1221|---------------------------------------------------------------------|
 NC1221
 NC1221                          SUPERSEDED SURVEY CONTROL
 NC1221
 NC1221  NAD 83(1986)-  42 39 01.24353(N)    078 35 43.90875(W) AD(       ) 2
 NC1221  NAD 27      -  42 39 01.02451(N)    078 35 44.82108(W) AD(       ) 2
 NC1221  NGVD 29 (07/19/86)  499.     (m)         1637.     (f) VERT ANG       
 NC1221
 NC1221.Superseded values are not recommended for survey control.
 NC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1221.See file dsdata.txt to determine how the superseded data were derived.
 NC1221
 NC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9709724790(NAD 83)
 NC1221_MARKER: DD = SURVEY DISK
 NC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1221
 NC1221  HISTORY     - Date     Condition        Report By
 NC1221  HISTORY     - 1973     MONUMENTED       NY-029
 NC1221  HISTORY     - 20011013 GOOD             USPSQD
 NC1221
 NC1221                          STATION DESCRIPTION
 NC1221
 NC1221'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1221'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 2.9 MILES WEST
 NC1221'OF THE COMMUNITY OF HOLLAND.  IT IS ALSO 4.6 MILES EAST OF THE
 NC1221'COMMUNITY OF COLDEN.  IT IS ALSO 3.9 MILES NORTHEAST OF THE
 NC1221'LOCALITY OF GLENWOOD.
 NC1221'
 NC1221'TO REACH FROM THE INTERSECTION OF CENTER STREET AND PARTRIDGE
 NC1221'ROAD, WHICH IS LOCATED 3.2 MILES EAST OF THE COMMUNITY OF COLDEN,
 NC1221'GO EAST ON PARTRIDGE ROAD FOR 1.4 MILES TO THE JUNCTION OF LEWIS
 NC1221'ROAD AND THE STATION MARK ON THE RIGHT.
 NC1221'
 NC1221'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1221'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1221'STAMPED COL-WAL-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1221'STAMPED THE SAME.
 NC1221'
 NC1221'AZIMUTH SIGHTED TO THE WEST WAS THE CENTERLINE OF THE LIGHT ON
 NC1221'TOP OF THE COLDEN RADIO STATION WBEN FM AND TV MAST 1958 WHICH
 NC1221'IS LOCATED ON CENTER STREET IN TOWN OF COLDEN, NEW YORK.
 NC1221'
 NC1221'DISTANCE AND DIRECTION FROM STATION
 NC1221'
 NC1221'RP-1 SOUTHWEST CORNER OF GARAGE 111.7 FEET N
 NC1221'
 NC1221'RP-2 SOUTHEAST CORNER OF GARAGE 120.3 FEET NE
 NC1221'
 NC1221'RP-3 NEAR EDGE OF 15 INCH ASH TREE 35.6 FEET E
 NC1221'
 NC1221'RP-4 NEAR EDGE AT BASE OF POLE NO. NYSE AND G 35-101 11.3 FEET SW
 NC1221'
 NC1221'RP-5 CENTERLINE OF PARTRIDGE ROAD 15.6 FEET N
 NC1221'
 NC1221'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1221'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1221'COL-WAL-1 AZ. A 1973.
 NC1221'
 NC1221'TO REACH FROM COL-WAL-1, GO NORTH ON LEWIS ROAD FOR 0.6 MILE
 NC1221'AND THE STATION ON THE RIGHT.
 NC1221'
 NC1221'DISTANCE AND DIRECTION FROM STATION
 NC1221'
 NC1221'RP-1 EXTENDED SOUTH RANGE LINE OF HOUSE NO. 8217 175.0 FEET N
 NC1221'
 NC1221'RP-2 NEAR EDGE OF METAL PIPE (GAS VENT) 26.9 FEET NE
 NC1221'
 NC1221'RP-3 SOUTHWEST CORNER OF GAS VALVE BOX 22.6 FEET NE
 NC1221'
 NC1221'RP-4 NEAR EDGE AT BASE OF POLE NO. 14 7.8 FEET E
 NC1221'
 NC1221'RP-5 CENTERLINE OF LEWIS ROAD 12.0 FEET W
 NC1221
 NC1221                          STATION RECOVERY (2001)
 NC1221
 NC1221'RECOVERY NOTE BY US POWER SQUADRON 2001 (JE)
 NC1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1281 ***********************************************************************
 NC1281  DESIGNATION -  COL WAL 2
 NC1281  PID         -  NC1281
 NC1281  STATE/COUNTY-  NY/ERIE
 NC1281  USGS QUAD   -  COLDEN (1979)
 NC1281
 NC1281                         *CURRENT SURVEY CONTROL
 NC1281  ___________________________________________________________________
 NC1281* NAD 83(1996)-  42 39 02.53160(N)    078 37 38.43896(W)     ADJUSTED  
 NC1281* NAVD 88     -       500.     (meters)    1640.     (feet)  VERTCON   
 NC1281  ___________________________________________________________________
 NC1281  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 NC1281  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NC1281
 NC1281  HORZ ORDER  -  SECOND
 NC1281
 NC1281.The horizontal coordinates were established by classical geodetic methods
 NC1281.and adjusted by the National Geodetic Survey in January 1999..
 NC1281
 NC1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1281
 NC1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1281
 NC1281.The geoid height was determined by GEOID03.
 NC1281
 NC1281;                    North         East     Units Scale Factor Converg.
 NC1281;SPC NY W     -   294,370.247   346,391.279   MT  0.99993766   -0 01 47.3
 NC1281;SPC NY W     -   965,779.72  1,136,452.05   sFT  0.99993766   -0 01 47.3
 NC1281;UTM  17      - 4,724,756.344   694,487.768   MT  1.00006539   +1 36 28.9
 NC1281
 NC1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1281!SPC NY W     -   0.99992695  x   0.99993766  =   0.99986462
 NC1281!UTM  17      -   0.99992695  x   1.00006539  =   0.99999234
 NC1281
 NC1281:                Primary Azimuth Mark                     Grid Az
 NC1281:SPC NY W     -  WALTER AZ MK                             091 33 25.6
 NC1281:UTM  17      -  WALTER AZ MK                             089 55 09.4
 NC1281
 NC1281|---------------------------------------------------------------------|
 NC1281| PID    Reference Object                     Distance      Geod. Az  |
 NC1281|                                                           dddmmss.s |
 NC1281| CZ9908 WALTER AZ MK                                       0913138.3 |
 NC1281| NC1217 COLDEN TV TOWER WKBW                APPROX. 1.6 KM 1565011.7 |
 NC1281|---------------------------------------------------------------------|
 NC1281
 NC1281                          SUPERSEDED SURVEY CONTROL
 NC1281
 NC1281  NAD 83(1986)-  42 39 02.53794(N)    078 37 38.43528(W) AD(       ) 2
 NC1281  NAD 27      -  42 39 02.31924(N)    078 37 39.34365(W) AD(       ) 2
 NC1281  NGVD 29 (07/19/86)  500.     (m)         1640.     (f) VERT ANG       
 NC1281
 NC1281.Superseded values are not recommended for survey control.
 NC1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1281.See file dsdata.txt to determine how the superseded data were derived.
 NC1281
 NC1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9448824756(NAD 83)
 NC1281_MARKER: DD = SURVEY DISK
 NC1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1281_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1281
 NC1281  HISTORY     - Date     Condition        Report By
 NC1281  HISTORY     - 1973     MONUMENTED       NY-029
 NC1281
 NC1281                          STATION DESCRIPTION
 NC1281
 NC1281'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1281'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 3.0 MILES EAST
 NC1281'OF THE COMMUNITY OF COLDEN.  IT IS ALSO 2.7 MILES NORTH OF THE
 NC1281'LOCALITY OF GLENWOOD.  IT IS ALSO 2.5 MILES WEST OF THE
 NC1281'COLDEN-HOLLAND TOWN LINE.
 NC1281'
 NC1281'TO REACH FROM THE INTERSECTION OF CENTER STREET AND PARTRIDGE
 NC1281'ROAD, WHICH IS LOCATED 3.2 MILES EAST OF THE COMMUNITY OF COLDEN,
 NC1281'GO WEST ON PARTRIDGE ROAD FOR 0.2 MILES AND THE STATION MARK ON
 NC1281'THE LEFT JUST OPPOSITE HOUSE NO. 9896.
 NC1281'
 NC1281'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1281'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1281'STAMPED COL-WAL-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 NC1281'STAMPED THE SAME.
 NC1281'
 NC1281'AZIMUTH MARK SIGHTED TO THE EAST WAS THE U.S.C. AND G.S. AZ MK
 NC1281'WALTER (1939) WHICH IS LOCATED APPROXIMATELY 275 FEET EAST OF THE
 NC1281'INTERSECTION OF CENTER STREET AND PARTRIDGE ROAD AND ON THE
 NC1281'SOUTH SIDE OF PARTRIDGE ROAD.  IT IS A STANDARD DISK SET IN A
 NC1281'CONCRETE POST PROJECTING ONE INCH ABOVE THE GROUND.  IT IS 27.3
 NC1281'FT. SOUTH OF THE CENTERLINE OF PARTRIDGE ROAD, 109.3 FT. SOUTH
 NC1281'OF THE SOUTHEAST CORNER OF THE GARAGE PART OF A HOUSE, AND
 NC1281'200.2 FT. NORTHEAST OF THE NORTHWEST CORNER OF A FIRE STATION.
 NC1281'
 NC1281'AZIMUTH SIGHTED TO THE SOUTHEAST WAS THE CENTERLINE OF THE LIGHT
 NC1281'ON TOP OF THE WKBW TV TOWER WHICH IS LOCATED ON THE EAST SIDE
 NC1281'OF CENTER STREET JUST NORTH OF THE LOCALITY OF GLENWOOD IN THE
 NC1281'TOWN OF COLDEN, NEW YORK.
 NC1281'
 NC1281'DISTANCE AND DIRECTION FROM STATION
 NC1281'
 NC1281'RP-1 NEAR EDGE OF POLE NO. NYSEG/36 89.0 FEET NE
 NC1281'
 NC1281'RP-2 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 9896 29.7 FT. E
 NC1281'
 NC1281'RP-3 NEAR EDGE OF POLE NO. NYSEG/36S 48.2 FEET E
 NC1281'
 NC1281'RP-4 NEAR EDGE OF METAL WITNESS POST 6.4 FEET S
 NC1281'
 NC1281'RP-5 CHISELED CROSS IN CENTER OF LAST WOODEN GUARD RAIL SUPPORT
 NC1281'POST 68.2 FEET NW
 NC1281'
 NC1281'RP-6 NEAR EDGE OF 15 INCH TREE 94.8 FEET N
 NC1281'
 NC1281'RP-7 CENTERLINE OF PARTRIDGE ROAD 30.6 FEET N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1219 ***********************************************************************
 NC1219  DESIGNATION -  COL WAL 3
 NC1219  PID         -  NC1219
 NC1219  STATE/COUNTY-  NY/ERIE
 NC1219  USGS QUAD   -  HOLLAND (1979)
 NC1219
 NC1219                         *CURRENT SURVEY CONTROL
 NC1219  ___________________________________________________________________
 NC1219* NAD 83(1996)-  42 39 43.36083(N)    078 37 23.11670(W)     ADJUSTED  
 NC1219* NAVD 88     -       503.     (meters)    1650.     (feet)  VERTCON   
 NC1219  ___________________________________________________________________
 NC1219  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 NC1219  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NC1219
 NC1219  HORZ ORDER  -  SECOND
 NC1219
 NC1219.The horizontal coordinates were established by classical geodetic methods
 NC1219.and adjusted by the National Geodetic Survey in January 1999..
 NC1219
 NC1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1219
 NC1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1219
 NC1219.The geoid height was determined by GEOID03.
 NC1219
 NC1219;                    North         East     Units Scale Factor Converg.
 NC1219;SPC NY W     -   295,629.872   346,740.863   MT  0.99993763   -0 01 37.0
 NC1219;SPC NY W     -   969,912.34  1,137,598.98   sFT  0.99993763   -0 01 37.0
 NC1219;UTM  17      - 4,726,025.611   694,801.242   MT  1.00006689   +1 36 40.6
 NC1219
 NC1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1219!SPC NY W     -   0.99992649  x   0.99993763  =   0.99986412
 NC1219!UTM  17      -   0.99992649  x   1.00006689  =   0.99999337
 NC1219
 NC1219:                Primary Azimuth Mark                     Grid Az
 NC1219:SPC NY W     -  COL WAL 3 AZ MK A                        001 19 01.4
 NC1219:UTM  17      -  COL WAL 3 AZ MK A                        359 40 43.8
 NC1219
 NC1219|---------------------------------------------------------------------|
 NC1219| PID    Reference Object                     Distance      Geod. Az  |
 NC1219|                                                           dddmmss.s |
 NC1219| CZ9260 COL WAL 3 AZ MK A                                  0011724.4 |
 NC1219| NC1222 WALES TV MAST WGR                   APPROX. 8.0 KM 0380511.3 |
 NC1219|---------------------------------------------------------------------|
 NC1219
 NC1219                          SUPERSEDED SURVEY CONTROL
 NC1219
 NC1219  NAD 83(1986)-  42 39 43.36718(N)    078 37 23.11303(W) AD(       ) 2
 NC1219  NAD 27      -  42 39 43.14882(N)    078 37 24.02206(W) AD(       ) 2
 NC1219  NGVD 29 (07/19/86)  503.     (m)         1650.     (f) VERT ANG       
 NC1219
 NC1219.Superseded values are not recommended for survey control.
 NC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1219.See file dsdata.txt to determine how the superseded data were derived.
 NC1219
 NC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9480126026(NAD 83)
 NC1219_MARKER: DD = SURVEY DISK
 NC1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1219
 NC1219  HISTORY     - Date     Condition        Report By
 NC1219  HISTORY     - 1973     MONUMENTED       NY-029
 NC1219
 NC1219                          STATION DESCRIPTION
 NC1219
 NC1219'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1219'STATION IS LOCATED IN THE TOWN OF COLDEN ABOUT 3.4 MILES NORTHEAST
 NC1219'OF THE COMMUNITY OF COLDEN.  IT IS ALSO 3.5 MILES NORTH OF THE
 NC1219'LOCALITY OF GLENWOOD.  IT IS ALSO 2.2 MILES WEST OF THE
 NC1219'COLDEN-HOLLAND TOWN LINE.
 NC1219'
 NC1219'TO REACH FROM THE INTERSECTION OF CENTER STREET AND PARTRIDGE
 NC1219'ROAD, WHICH IS LOCATED 3.2 MILES EAST OF THE COMMUNITY OF COLDEN,
 NC1219'GO NORTH ON CENTER STREET FOR 0.8 MILES AND THE STATION MARK ON
 NC1219'THE LEFT IN FRONT OF HOUSE NO. 8148.
 NC1219'
 NC1219'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1219'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1219'COL-WAL-3 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1219'THE SAME.
 NC1219'
 NC1219'AZIMUTH SIGHTED TO THE NORTHEAST WAS THE CENTERLINE OF THE
 NC1219'LIGHT ON TOP OF THE WGR MAST WHICH IS LOCATED ON WARNER HILL ROAD
 NC1219'IN TOWN OF WALES, NEW YORK.
 NC1219'
 NC1219'DISTANCE AND DIRECTION FROM STATION
 NC1219'
 NC1219'RP-1 CENTERLINE OF CENTER STREET 13.4 FEET E
 NC1219'
 NC1219'RP-2 NORTHEAST CORNER OF CINDER BLOCK GARAGE 99.6 FEET S
 NC1219'
 NC1219'RP-3 CENTERLINE OF DRIVEWAY TO HOUSE NO. 8148 64.1 FEET S
 NC1219'
 NC1219'RP-4 SOUTHEAST CORNER OF HOUSE NO. 8148 AT FOUNDATION 72.2 FEET SW
 NC1219'
 NC1219'RP-5 NORTHEAST CORNER OF HOUSE NO. 8148 AT FOUNDATION 72.8 FEET NW
 NC1219'
 NC1219'RP-6 NEAR EDGE OF 24 INCH TREE 11.4 FEET W
 NC1219'
 NC1219'RP-7 CENTERLINE JUNCTION OF BLANCHARD ROAD 0.8 MILES N
 NC1219'
 NC1219'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1219'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1219'COL-WAL-3 AZ. A 1973.
 NC1219'
 NC1219'TO REACH FROM COL-WAL-3, GO NORTH ON CENTER STREET FOR 0.4
 NC1219'MILES AND THE STATION ON THE LEFT.
 NC1219'
 NC1219'DISTANCE AND DIRECTION FROM STATION
 NC1219'
 NC1219'RP-1 EXTENDED CENTERLINE OF DRIVEWAY LEADING TO HOUSE
 NC1219'NO. S7955 155.0 FEET N
 NC1219'
 NC1219'RP-2 CENTERLINE OF CENTER STREET 15.0 FEET E
 NC1219'
 NC1219'RP-3 NEAR EDGE OF TRIPLE 20 INCH ASH TREE 44.6 FEET SE
 NC1219'
 NC1219'RP-4 CENTERLINE OF DRIVEWAY LEADING TO HOUSE NO. S7980 125.0
 NC1219'FEET S
 NC1219'
 NC1219'RP-5 NORTHEAST CORNER OF HOUSE NO. S 7980 AT FOUNDATION 97.5
 NC1219'FEET S
 NC1219'
 NC1219'RP-6 NEAR EDGE OF 8 INCH SPRUCE TREE 11.8 FEET W
 NC1219'
 NC1219'RP-7 NEAR EDGE OF METAL WITNESS POST 2.7 FEET W
 NC1219'
 NC1219'RP-8 NEAR EDGE OF 4 INCH SPRUCE TREE 17.8 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2244 ***********************************************************************
 OF2244  DESIGNATION -  COLBERT 1925
 OF2244  PID         -  OF2244
 OF2244  STATE/COUNTY-  NY/MONROE
 OF2244  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2244
 OF2244                         *CURRENT SURVEY CONTROL
 OF2244  ___________________________________________________________________
 OF2244* NAD 83(1996)-  43 13 18.53919(N)    077 39 32.79866(W)     ADJUSTED  
 OF2244* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 OF2244  ___________________________________________________________________
 OF2244  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OF2244  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF2244
 OF2244  HORZ ORDER  -  SECOND
 OF2244
 OF2244.The horizontal coordinates were established by classical geodetic methods
 OF2244.and adjusted by the National Geodetic Survey in January 1999..
 OF2244
 OF2244.The orthometric height was scaled from a topographic map.
 OF2244
 OF2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2244
 OF2244.The geoid height was determined by GEOID03.
 OF2244
 OF2244;                    North         East     Units Scale Factor Converg.
 OF2244;SPC NY W     -   358,225.909   425,085.860   MT  1.00000683   +0 37 58.7
 OF2244;SPC NY W     - 1,175,279.50  1,394,635.86   sFT  1.00000683   +0 37 58.7
 OF2244;UTM  18      - 4,788,880.861   284,036.623   MT  1.00017377   -1 49 18.2
 OF2244
 OF2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2244!SPC NY W     -   0.99998682  x   1.00000683  =   0.99999365
 OF2244!UTM  18      -   0.99998682  x   1.00017377  =   1.00016058
 OF2244
 OF2244:                Primary Azimuth Mark                     Grid Az
 OF2244:SPC NY W     -  STONE 1925                               177 43 45.1
 OF2244:UTM  18      -  STONE 1925                               180 11 02.0
 OF2244
 OF2244|---------------------------------------------------------------------|
 OF2244| PID    Reference Object                     Distance      Geod. Az  |
 OF2244|                                                           dddmmss.s |
 OF2244| OF2239 STONE 1925                          APPROX. 0.6 KM 1782143.8 |
 OF2244| OF2231 TIMOTHY 1925                        APPROX. 0.6 KM 3593028.2 |
 OF2244|---------------------------------------------------------------------|
 OF2244
 OF2244                          SUPERSEDED SURVEY CONTROL
 OF2244
 OF2244  NAD 83(1986)-  43 13 18.54582(N)    077 39 32.79641(W) AD(       ) 2
 OF2244  NAD 27      -  43 13 18.32377(N)    077 39 33.78504(W) AD(       ) 2
 OF2244
 OF2244.Superseded values are not recommended for survey control.
 OF2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2244.See file dsdata.txt to determine how the superseded data were derived.
 OF2244
 OF2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8403788881(NAD 83)
 OF2244_MARKER: Z = SEE DESCRIPTION
 OF2244_SETTING: 0 = UNSPECIFIED SETTING
 OF2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2244
 OF2244  HISTORY     - Date     Condition        Report By
 OF2244  HISTORY     - 1925     MONUMENTED       CGS
 OF2244  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2244  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2244
 OF2244                          STATION DESCRIPTION
 OF2244
 OF2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2244'IN GREECE, ON THE WEST SIDE OF MT. READ BOULEVARD DIRECTLY
 OF2244'OPPOSITE THE RESIDENCE OF F.J. BURNS.  IT IS 20.70 METERS
 OF2244'SOUTHWEST OF TELEPHONE POLE NO.41, 23.35 METERS NORTHWEST OF
 OF2244'TELPHONE POLE NO.40, AND 27.35 METERS NORTHWEST OF A HYDRANT,
 OF2244'THESE TELEPHONE POLES AND THE HYDRANT ARE ALONG THE EAST SIDE
 OF2244'OF MT. READ BOULEVARD.  9.45 METERS NORTH OF A 16-INCH APPLE
 OF2244'TREE WHICH IS THE MOST NORTHERLY ONE OF A ROW OF SIX IN A
 OF2244'NORTH-AND-SOUTH LINE, 13.09 METERS SOUTHEAST OF A 6-INCH HICKORY
 OF2244'TREE.
 OF2244
 OF2244                          STATION RECOVERY (1977)
 OF2244
 OF2244'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2244'NOT RECOVERED, ALL TIES DESTROYED.
 OF2244
 OF2244                          STATION RECOVERY (1994)
 OF2244
 OF2244'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4404 ***********************************************************************
 LX4404  DESIGNATION -  COLD
 LX4404  PID         -  LX4404
 LX4404  STATE/COUNTY-  NY/PUTNAM
 LX4404  USGS QUAD   -  WEST POINT (1981)
 LX4404
 LX4404                         *CURRENT SURVEY CONTROL
 LX4404  ___________________________________________________________________
 LX4404* NAD 83(1996)-  41 25 03.58726(N)    073 57 45.87662(W)     ADJUSTED  
 LX4404* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4404  ___________________________________________________________________
 LX4404  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 LX4404  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LX4404
 LX4404  HORZ ORDER  -  THIRD
 LX4404
 LX4404.The horizontal coordinates were established by classical geodetic methods
 LX4404.and adjusted by the National Geodetic Survey in January 1999..
 LX4404
 LX4404.The orthometric height was scaled from a topographic map.
 LX4404
 LX4404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4404
 LX4404.The geoid height was determined by GEOID03.
 LX4404
 LX4404;                    North         East     Units Scale Factor Converg.
 LX4404;SPC NY E     -   287,067.035   194,911.223   MT  0.99992481   +0 21 19.5
 LX4404;SPC NY E     -   941,819.10    639,471.24   sFT  0.99992481   +0 21 19.5
 LX4404;UTM  18      - 4,585,642.414   586,682.464   MT  0.99969247   +0 41 10.4
 LX4404
 LX4404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4404!SPC NY E     -   1.00000482  x   0.99992481  =   0.99992963
 LX4404!UTM  18      -   1.00000482  x   0.99969247  =   0.99969729
 LX4404
 LX4404:                Primary Azimuth Mark                     Grid Az
 LX4404:SPC NY E     -  FRY RESET                                304 28 49.9
 LX4404:UTM  18      -  FRY RESET                                304 08 59.0
 LX4404
 LX4404|---------------------------------------------------------------------|
 LX4404| PID    Reference Object                     Distance      Geod. Az  |
 LX4404|                                                           dddmmss.s |
 LX4404| LX4387 FRY RESET                           APPROX. 1.8 KM 3045009.4 |
 LX4404|---------------------------------------------------------------------|
 LX4404
 LX4404                          SUPERSEDED SURVEY CONTROL
 LX4404
 LX4404  NAD 83(1986)-  41 25 03.58891(N)    073 57 45.87901(W) AD(       ) 3
 LX4404  NAD 27      -  41 25 03.25900(N)    073 57 47.37700(W) AD(       ) 3
 LX4404
 LX4404.Superseded values are not recommended for survey control.
 LX4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4404.See file dsdata.txt to determine how the superseded data were derived.
 LX4404
 LX4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8668285642(NAD 83)
 LX4404_MARKER: Z = SEE DESCRIPTION
 LX4404_SETTING: 0 = UNSPECIFIED SETTING
 LX4404
 LX4404  HISTORY     - Date     Condition        Report By
 LX4404  HISTORY     - 1933     MONUMENTED       CGS
 LX4404  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 LX4404
 LX4404                          STATION DESCRIPTION
 LX4404
 LX4404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4404'THIS STATION IS ON THE E SHORE OF THE HUDSON RIVER ABOUT 180
 LX4404'METERS N OF COLD SPRING, NEW YORK.  THE STATION IS MARKED BY A
 LX4404'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK ON THE
 LX4404'BANK OF THE RIVER, WHICH IS COVERED WITH WATER AT ABOUT HALF TIDE.
 LX4404'
 LX4404'REFERENCE MARKS ARE CEMENTED IN DRILL HOLES IN ROCKS.  REFERENCE
 LX4404'MARK NO.2 ON RIVER SHORE AND REFERENCE MARK NO.1 BACK TO THE E
 LX4404'AS SHOWN IN SKETCH BELOW.  THE DISKS ARE STAMPED COLD 1933.
 LX4404'
 LX4404'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4404
 LX4404                          STATION RECOVERY (1950)
 LX4404
 LX4404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950 (SS)
 LX4404'REFERENCE MARK 1 IS SUNK ON A ROCK WHICH IS USED AS A ROAD
 LX4404'OCCASIONALLY BY CARS.  THE METAL HAS BEEN BADLY MASHED AND
 LX4404'ALTHOUGH LEGIBLE, MUST BE CLASSIFIED AS POOR IN CONDITION.  THE
 LX4404'STATION MARK IS STAMPED NO 1 1933.  STATION IS 2 MI. N OF COLD
 LX4404'SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2635 ***********************************************************************
 KU2635  DESIGNATION -  COLD
 KU2635  PID         -  KU2635
 KU2635  STATE/COUNTY-  NY/SUFFOLK
 KU2635  USGS QUAD   -  HUNTINGTON (1979)
 KU2635
 KU2635                         *CURRENT SURVEY CONTROL
 KU2635  ___________________________________________________________________
 KU2635* NAD 83(1996)-  40 49 27.35064(N)    073 26 57.60943(W)     ADJUSTED  
 KU2635* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 KU2635  ___________________________________________________________________
 KU2635  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KU2635  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KU2635
 KU2635  HORZ ORDER  -  FIRST
 KU2635
 KU2635.The horizontal coordinates were established by classical geodetic methods
 KU2635.and adjusted by the National Geodetic Survey in January 1999..
 KU2635
 KU2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2635
 KU2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2635
 KU2635.The geoid height was determined by GEOID03.
 KU2635
 KU2635;                    North         East     Units Scale Factor Converg.
 KU2635;SPC NY L     -    73,169.782   346,452.520   MT  0.99999500   +0 21 36.6
 KU2635;SPC NY L     -   240,057.86  1,136,652.98   sFT  0.99999500   +0 21 36.6
 KU2635;UTM  18      - 4,520,405.936   630,761.341   MT  0.99981045   +1 00 50.0
 KU2635
 KU2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2635!SPC NY L     -   0.99999122  x   0.99999500  =   0.99998622
 KU2635!UTM  18      -   0.99999122  x   0.99981045  =   0.99980168
 KU2635
 KU2635|---------------------------------------------------------------------|
 KU2635| PID    Reference Object                     Distance      Geod. Az  |
 KU2635|                                                           dddmmss.s |
 KU2635| CB6693 COLD RM 1                            26.621 METERS 03831     |
 KU2635| CB6692 COLD AZ MK                                         0420404.4 |
 KU2635| CB6694 COLD RM 2                            39.993 METERS 13414     |
 KU2635|---------------------------------------------------------------------|
 KU2635
 KU2635                          SUPERSEDED SURVEY CONTROL
 KU2635
 KU2635  NAD 83(1996)-  40 49 27.35289(N)    073 26 57.60860(W) AD(       ) 1
 KU2635  NAD 83(1992)-  40 49 27.35245(N)    073 26 57.60769(W) AD(       ) 1
 KU2635  NAD 83(1986)-  40 49 27.35397(N)    073 26 57.60961(W) AD(       ) 1
 KU2635  NAD 27      -  40 49 26.99970(N)    073 26 59.17088(W) AD(       ) 1
 KU2635  NGVD 29 (07/19/86)   87.1    (m)          286.     (f) VERT ANG       
 KU2635
 KU2635.Superseded values are not recommended for survey control.
 KU2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2635.See file dsdata.txt to determine how the superseded data were derived.
 KU2635
 KU2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3076120406(NAD 83)
 KU2635_MARKER: DS = TRIANGULATION STATION DISK
 KU2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2635
 KU2635  HISTORY     - Date     Condition        Report By
 KU2635  HISTORY     - 1966     MONUMENTED       CGS
 KU2635  HISTORY     - 1987     GOOD             USPSQD
 KU2635
 KU2635                          STATION DESCRIPTION
 KU2635
 KU2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2635'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF SOUTH HUNTINGTON,
 KU2635'0.2 MILE SOUTH OF THE EASTERN MILITARY ACADEMY AND ON THE GROUNDS
 KU2635'OF THE COLD SPRING COUNTRY CLUB.
 KU2635'
 KU2635'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25
 KU2635'(JERICHO TURNPIKE) AND STATE HIGHWAY 135 (WANTAGH OYSTER BAY
 KU2635'EXPRESSWAY) WHICH IS LOCATED ABOUT 1 MILE SOUTH OF SYOSSET, GO
 KU2635'EAST ON JERICHO TURNPIKE FOR 2.1 MILES TO THE NASSAU-SUFFOLK
 KU2635'COUNTY LINE AND THE ENTRANCE TO THE COLD SPRING HILLS HOUSING
 KU2635'DEVELOPMENT.  TURN LEFT THROUGH ENTRANCE AND CONTINUE ON WEST GATE
 KU2635'DRIVE FOR 0.25 MILE TO A FORK.  KEEP LEFT ON WEST GATE DRIVE FOR
 KU2635'0.05 MILE TO A TRACK ROAD LEFT AND STATION AS DESCRIBED.
 KU2635'
 KU2635'THE STATION MARK IS A STANDARD DISK STAMPED COLD 1966 SET IN THE
 KU2635'TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT FLUSH WITH
 KU2635'THE GROUND.  IT IS 113 FEET WEST OF THE CENTER OF WEST GATE
 KU2635'DRIVE, 28 FEET SOUTH OF THE CENTER OF TRACK ROAD AND 39 FEET
 KU2635'NORTH OF A 16-INCH TREE.
 KU2635'
 KU2635'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COLD NO 1 1966
 KU2635'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU2635'FLUSH WITH THE GROUND.  IT IS 50 FEET WEST OF THE CENTER OF WEST
 KU2635'GATE DRIVE, 33 FEET SOUTH OF A 24-INCH TREE AND 17 FEET NORTH OF
 KU2635'THE TRACK ROAD.
 KU2635'
 KU2635'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COLD NO 2 1966
 KU2635'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU2635'FLUSH WITH THE GROUND.  IT IS 25 FEET WEST OF THE CENTER OF WEST
 KU2635'GATE DRIVE, 24 FEET NORTHEAST OF A 48-INCH TREE AND 6.0 FEET
 KU2635'NORTHWEST OF TELEPHONE POLE NO. 125.
 KU2635'
 KU2635'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLD 1966 SET IN THE
 KU2635'TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT PROJECTING 3
 KU2635'INCHES.  IT IS 78 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 KU2635'GREEN NO. 16, 34 FEET SOUTHWEST OF THE CENTER OF DIRT ROAD, 26
 KU2635'FEET WEST OF AN 18-INCH TREE AND 1.8 FEET SOUTH OF TELEPHONE POLE
 KU2635'NO. 30.
 KU2635'
 KU2635'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WEST GATE
 KU2635'DRIVE FOR 0.05 MILE TO A SIDE STREET LEFT.  TURN LEFT ON COLONIAL
 KU2635'DRIVE AND GO 0.6 MILE TO EAST GATE DRIVE, TURN LEFT AND GO 0.15
 KU2635'MILE TO CLUB SERVICE AREA AND A SIDE ROAD ON THE LEFT.  TURN LEFT
 KU2635'AND GO 0.1 MILE TO THE MARK.
 KU2635'
 KU2635'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 KU2635
 KU2635                          STATION RECOVERY (1987)
 KU2635
 KU2635'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAD)
 KU2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1862 ***********************************************************************
 OE1862  DESIGNATION -  COLD
 OE1862  PID         -  OE1862
 OE1862  STATE/COUNTY-  NY/HERKIMER
 OE1862  USGS QUAD   -  NEWPORT (1982)
 OE1862
 OE1862                         *CURRENT SURVEY CONTROL
 OE1862  ___________________________________________________________________
 OE1862* NAD 83(1996)-  43 14 12.92107(N)    075 00 48.07630(W)     ADJUSTED  
 OE1862* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 OE1862  ___________________________________________________________________
 OE1862  LAPLACE CORR-           8.39  (seconds)                    DEFLEC99
 OE1862  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 OE1862
 OE1862  HORZ ORDER  -  THIRD
 OE1862
 OE1862.The horizontal coordinates were established by classical geodetic methods
 OE1862.and adjusted by the National Geodetic Survey in January 1999..
 OE1862
 OE1862.The orthometric height was scaled from a topographic map.
 OE1862
 OE1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1862
 OE1862.The geoid height was determined by GEOID03.
 OE1862
 OE1862;                    North         East     Units Scale Factor Converg.
 OE1862;SPC NY E     -   489,118.180   108,305.900   MT  0.99992138   -0 21 06.0
 OE1862;SPC NY E     - 1,604,715.23    355,333.61   sFT  0.99992138   -0 21 06.0
 OE1862;SPC NY C     -   360,686.233   377,517.666   MT  1.00013746   +1 04 32.2
 OE1862;SPC NY C     - 1,183,351.42  1,238,572.54   sFT  1.00013746   +1 04 32.2
 OE1862;UTM  18      - 4,787,125.272   498,915.686   MT  0.99960001   -0 00 32.9
 OE1862
 OE1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1862!SPC NY E     -   0.99993890  x   0.99992138  =   0.99986029
 OE1862!SPC NY C     -   0.99993890  x   1.00013746  =   1.00007635
 OE1862!UTM  18      -   0.99993890  x   0.99960001  =   0.99953894
 OE1862
 OE1862|---------------------------------------------------------------------|
 OE1862| PID    Reference Object                     Distance      Geod. Az  |
 OE1862|                                                           dddmmss.s |
 OE1862| CZ7652 COLD RM 1                            28.435 METERS 00211     |
 OE1862| CZ7651 COLD AZ MK                                         0703510.0 |
 OE1862| OE1829 DAIRY HILL FIRETOWER                APPROX. 9.6 KM 1122655.0 |
 OE1862| CZ7653 COLD RM 2                            26.868 METERS 12535     |
 OE1862| OE1881 JUDSON                              APPROX.14.9 KM 2731945.4 |
 OE1862|---------------------------------------------------------------------|
 OE1862
 OE1862                          SUPERSEDED SURVEY CONTROL
 OE1862
 OE1862  NAD 83(1986)-  43 14 12.92373(N)    075 00 48.07505(W) AD(       ) 3
 OE1862  NAD 27      -  43 14 12.67853(N)    075 00 49.50664(W) AD(       ) 3
 OE1862
 OE1862.Superseded values are not recommended for survey control.
 OE1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1862.See file dsdata.txt to determine how the superseded data were derived.
 OE1862
 OE1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN9891687125(NAD 83)
 OE1862_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1862
 OE1862  HISTORY     - Date     Condition        Report By
 OE1862  HISTORY     - 1942     MONUMENTED       CGS
 OE1862  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1862
 OE1862                          STATION DESCRIPTION
 OE1862
 OE1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1862'THE STATION IS LOCATED ABOUT 2.5 MILES NE OF COLDBROOK, ON LAND
 OE1862'OWNED BY E.H. NEWMAN, WHO LIVES ABOUT 0.75 MILE N OF THE
 OE1862'STATION.  THE STATION IS ON THE S END OF A N-S RIDGE WHICH HAS
 OE1862'YOUNG SPRUCE TREES PLANTED ON THE E-AND-W SLOPE OF THE
 OE1862'RIDGE.  IT IS 3.1 FEET NW OF A STANDARD REFERENCE POST.  THE
 OE1862'DISK IS STAMPED COLD 1942.
 OE1862'
 OE1862'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1862'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1862'
 OE1862'REFERENCE MARK NO.1 IS 93.29 FEET N OF THE STATION, 21 FEET NE
 OE1862'OF A 7-INCH CHOKE CHERRY TREE.  THE DISK IS STAMPED COLD NO.1 1942.
 OE1862'
 OE1862'REFERENCE MARK NO.2 IS 88.15 FEET E OF THE STATION, ON THE W
 OE1862'EDGE OF YOUNG SPRUCE TREES.  THE MARK IS ABOUT 4 FEET LOWER IN
 OE1862'ELEVATION THAN THE STATION MARK.  THE DISK IS STAMPED COLD NO.2
 OE1862'1942.
 OE1862'
 OE1862'THE AZIMUTH MARK IS 0.5 MILE NE OF THE STATION IN BARE PASTURE
 OE1862'LAND, 3 FEET S OF A STANDARD REFERENCE POST.  THE DISK IS
 OE1862'STAMPED COLD 1942.
 OE1862'
 OE1862'TO REACH THE STATION FROM THE COLDBROOK POST OFFICE, GO N ON
 OE1862'NEW YORK HIGHWAY 8 FOR 2.5 MILES TO A MACADAM T-ROAD RIGHT,
 OE1862'TURN RIGHT AND GO 0.4 MILE TO A DIRT T-ROAD RIGHT, TURN RIGHT
 OE1862'AND GO 0.8 MILE TO A BAR GATE ON THE RIGHT, PASS THROUGH GATE
 OE1862'AND FOLLOW DIM ROAD SOUTHWESTERLY FOR 0.2 MILE TO THE S END OF
 OE1862'THE N-AND-S RIDGE AND STATION.
 OE1862'
 OE1862'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.2 MILE NE TO
 OE1862'A BAR GATE, PASS THROUGH GATE, TURN LEFT AND GO ABOUT 25 YARDS,
 OE1862'THENCE RIGHT ON DIM ROAD NORTHEASTERLY FOR 0.2 MILE AND MARK.
 OE1862'
 OE1862'NOTE--MR. NEWMAN HAS REQUESTED THAT A SIGN, BEARING THE
 OE1862'DESCRIPTION GOVERNMENT PROPERTY KEEP OFF, BE POSTED AT THE
 OE1862'ENTRANCE OF HIS PROPERTY IF STATION COLD IS OCCUPIED AGAIN.
 OE1862'
 OE1862'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1862
 OE1862                          STATION RECOVERY (1975)
 OE1862
 OE1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1862'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 OE1862'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 OE1862'COMPLETELY BLOCKED BY DENSE TREES.  AZIMUTH MARK IS
 OE1862'EAST-NORTHEAST OF STATION RATHER THAN NORTHEAST, AND IS NOT
 OE1862'VISIBLE FROM STATION.
 OE1862'
 OE1862'STATION MARK IS A STANDARD DISK STAMPED COLD 1942, SET IN THE
 OE1862'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 OE1862'GROUND.  IT IS ON THE SOUTH END OF A RIDGE, IN A SMALL CLEARING,
 OE1862'ALONG NORTHWEST SIDE OF A FOREST ROAD THROUGH PLANTED PINE AREA,
 OE1862'6 FEET SOUTHEAST OF A 6-INCH POPLAR, 37 FEET NORTHEAST OF A
 OE1862'6-INCH PINE THAT HAS A NAIL AND WASHER IN THE NORTHEAST SIDE,
 OE1862'15.5 FEET SOUTHWEST OF A 4-INCH PINE, AND 29 FEET NORTHWEST
 OE1862'OF CENTER LINE OF THE FOREST ROAD.
 OE1862'
 OE1862'RM NO.1 IS A STANDARD DISK STAMPED COLD NO 1 1942, SET IN THE
 OE1862'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 OE1862'GROUND.  IT IS 12 FEET SOUTHEAST OF A 2-INCH PINE, 14 FEET
 OE1862'NORTHWEST OF A 4-INCH POPLAR, AND 48 FEET NORTHWEST OF CENTER
 OE1862'LINE OF THE ROAD.
 OE1862'
 OE1862'RM NO.2 IS A STANDARD DISK STAMPED COLD NO 2 1942, SET IN THE
 OE1862'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 OE1862'GROUND.  IT IS 56 FEET SOUTHEAST OF CENTER LINE OF THE ROAD, 8
 OE1862'FEET NORTHEAST OF AN 18-INCH PINE, 22 FEET NORTHWEST OF A
 OE1862'12-INCH, TWIN PINE, AND ABOUT 4 FEET LOWER THAN STATION MARK.
 OE1862'
 OE1862'AZIMUTH MARK IS A STANDARD DISK STAMPED COLD 1942, SET IN THE
 OE1862'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 OE1862'GROUND.  IT IS 4 FEET NORTHEAST OF A METAL WITNESS POST.  TO
 OE1862'REACH THE MARK FROM THE STATION, GO NORTHEASTERLY ON THE FOREST
 OE1862'ROAD FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT.
 OE1862'
 OE1862'TO REACH STATION FROM THE MAIN INTERSECTION IN COLD BROOK, GO
 OE1862'SOUTHWEST ON NY RTE. 8 FOR 0.8 MILE.  TAKE LEFT FORK AND GO
 OE1862'SOUTHEAST AND EAST ON MACADAM ROAD FOR 2.0 MILES TO T-JUNCTION
 OE1862'WHERE THE MAIN ROAD GOES RIGHT, SOUTH, AND A TRACK ROAD GOES
 OE1862'LEFT.  GO LEFT ON THE TRACK ROAD FOR 0.4 MILE TO
 OE1862'T-JUNCTION.  TURN LEFT AND GO 0.1 MILE TO DIM FOREST ROAD ON
 OE1862'RIGHT.  FOLLOW THIS ROAD NORTHEAST UP THROUGH PINE FOREST FOR
 OE1862'0.2 MILE TO STATION ON HIGH POINT OF HILL.
 OE1862'
 OE1862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1862'1-1/4 MILES ESE OF COLDBROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9621 ***********************************************************************
 AA9621  DESIGNATION -  COLD
 AA9621  PID         -  AA9621
 AA9621  STATE/COUNTY-  NY/SUFFOLK
 AA9621  USGS QUAD   -  HUNTINGTON (1979)
 AA9621
 AA9621                         *CURRENT SURVEY CONTROL
 AA9621  ___________________________________________________________________
 AA9621* NAD 83(1996)-  40 52 00.41862(N)    073 27 44.23574(W)     ADJUSTED  
 AA9621* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AA9621  ___________________________________________________________________
 AA9621  X           -   1,374,916.700 (meters)                     COMP
 AA9621  Y           -  -4,630,446.891 (meters)                     COMP
 AA9621  Z           -   4,151,228.088 (meters)                     COMP
 AA9621  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AA9621  ELLIP HEIGHT-         -28.41  (meters)          (12/03/02) GPS OBS
 AA9621  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AA9621
 AA9621  HORZ ORDER  -  THIRD
 AA9621  ELLP ORDER  -  FIFTH     CLASS I
 AA9621
 AA9621.The horizontal coordinates were established by GPS observations
 AA9621.and adjusted by the National Geodetic Survey in January 1999..
 AA9621
 AA9621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9621
 AA9621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9621
 AA9621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9621
 AA9621.The ellipsoidal height was determined by GPS observations
 AA9621.and is referenced to NAD 83.
 AA9621
 AA9621.The geoid height was determined by GEOID03.
 AA9621
 AA9621;                    North         East     Units Scale Factor Converg.
 AA9621;SPC NY L     -    77,884.642   345,330.975   MT  0.99999494   +0 21 06.1
 AA9621;SPC NY L     -   255,526.53  1,132,973.37   sFT  0.99999494   +0 21 06.1
 AA9621;UTM  18      - 4,525,106.809   629,586.261   MT  0.99980669   +1 00 22.6
 AA9621
 AA9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9621!SPC NY L     -   1.00000446  x   0.99999494  =   0.99999940
 AA9621!UTM  18      -   1.00000446  x   0.99980669  =   0.99981115
 AA9621
 AA9621                          SUPERSEDED SURVEY CONTROL
 AA9621
 AA9621  ELLIP H (01/11/99)  -28.39   (m)                       GP(       ) 4 1
 AA9621  NAD 83(1996)-  40 52 00.42112(N)    073 27 44.23482(W) AD(       ) 3
 AA9621  NAD 83(1986)-  40 52 00.42223(N)    073 27 44.23561(W) AD(       ) 3
 AA9621  NGVD 29 (09/19/96)    2.6    (m)            9.     (f) GPS OBS        
 AA9621
 AA9621.Superseded values are not recommended for survey control.
 AA9621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9621.See file dsdata.txt to determine how the superseded data were derived.
 AA9621
 AA9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2958625107(NAD 83)
 AA9621_MARKER: DD = SURVEY DISK
 AA9621_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9621_STAMPING: COLD 1990
 AA9621_MARK LOGO: NOS   
 AA9621_PROJECTION: FLUSH
 AA9621_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9621+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9621_ROD/PIPE-DEPTH: 1.05 meters
 AA9621
 AA9621  HISTORY     - Date     Condition        Report By
 AA9621  HISTORY     - 1990     MONUMENTED       NOS
 AA9621
 AA9621                          STATION DESCRIPTION
 AA9621
 AA9621'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9621'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9621'OF THE ISLAND ABOUT 1.3 NAUTICAL MILES WEST OF THE TOWN OF HUNTINGTON
 AA9621'ON THE EAST SHORE OF COLD SPRING HARBOR BETWEEN THE VILLAGES OF COLD
 AA9621'SPRING HARBOR AND LAUREL HOLLOW IN A PUBLIC PARK JUST SOUTH OF A BOAT
 AA9621'RAMP AND JUST SOUTH OF DUE EAST OF A NARROW PENINSULA CHARTED AS COLD
 AA9621'SPRING BEACH AND PREVIOUSLY KNOWN AS BAR BEACH.  THE STATION IS
 AA9621'ACCESSIBLE BY CAR OR BOAT AND RELATIVELY EASY TO FIND AS IT IS NEAR
 AA9621'THE SOUTHERN LIMITS OF NAVIGATION ON COLD SPRING HARBOR AND IT IS IN
 AA9621'THE ONLY PARK ALONG HARBOR DRIVE IN THIS VICINITY.  THE STATION MARK
 AA9621'IS AN ALUMINUM DISK STAMPED ---COLD 1990--- WHICH IS ATTACHED TO AN
 AA9621'ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS
 AA9621'OF CONCRETE.  THE DISK IS ABOUT FLUSH WITH GROUND LEVEL.  IT IS ABOUT
 AA9621'50 M (164.0 FT) SOUTH OF THE BOAT RAMPS, 23.7 M (77.8 FT) SOUTHWEST OF
 AA9621'THE SOUTHWEST CORNER OF THE ASPHALT PARKING LOT, 1.55 M (5.09 FT) EAST
 AA9621'OF THE WOODEN BULKHEAD AND 1.35 M (4.43 FT) NORTH OF THE WOODEN
 AA9621'BULKHEAD.  THE STATION WAS POSITIONED BY GPS OBSERVATIONS.  DESCRIBED
 AA9621'BY P.B. WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2633 ***********************************************************************
 KU2633  DESIGNATION -  COLD SPRING BEACH 1884
 KU2633  PID         -  KU2633
 KU2633  STATE/COUNTY-  NY/NASSAU
 KU2633  USGS QUAD   -  HUNTINGTON (1979)
 KU2633
 KU2633                         *CURRENT SURVEY CONTROL
 KU2633  ___________________________________________________________________
 KU2633* NAD 83(1996)-  40 52 01.24304(N)    073 28 01.45759(W)     ADJUSTED  
 KU2633* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2633  ___________________________________________________________________
 KU2633  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KU2633  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 KU2633
 KU2633  HORZ ORDER  -  THIRD
 KU2633
 KU2633.The horizontal coordinates were established by classical geodetic methods
 KU2633.and adjusted by the National Geodetic Survey in January 1999..
 KU2633
 KU2633.The orthometric height was scaled from a topographic map.
 KU2633
 KU2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2633
 KU2633.The geoid height was determined by GEOID03.
 KU2633
 KU2633;                    North         East     Units Scale Factor Converg.
 KU2633;SPC NY L     -    77,907.609   344,927.531   MT  0.99999494   +0 20 54.9
 KU2633;SPC NY L     -   255,601.88  1,131,649.74   sFT  0.99999494   +0 20 54.9
 KU2633;SPC CT       -   156,391.389   244,346.213   MT  1.00005034   -0 28 31.7
 KU2633;SPC CT       -   513,094.08    801,659.20   sFT  1.00005034   -0 28 31.7
 KU2633;UTM  18      - 4,525,125.161   629,182.657   MT  0.99980540   +1 00 11.3
 KU2633
 KU2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2633!SPC NY L     -   1.00000472  x   0.99999494  =   0.99999966
 KU2633!SPC CT       -   1.00000472  x   1.00005034  =   1.00005506
 KU2633!UTM  18      -   1.00000472  x   0.99980540  =   0.99981012
 KU2633
 KU2633:                Primary Azimuth Mark                     Grid Az
 KU2633:SPC NY L     -  BLACKTON BOATHOUSE SE CHIMNEY            311 13 26.9
 KU2633:SPC CT       -  BLACKTON BOATHOUSE SE CHIMNEY            312 02 53.5
 KU2633:UTM  18      -  BLACKTON BOATHOUSE SE CHIMNEY            310 34 10.5
 KU2633
 KU2633|---------------------------------------------------------------------|
 KU2633| PID    Reference Object                     Distance      Geod. Az  |
 KU2633|                                                           dddmmss.s |
 KU2633| KU2706 BLACKTON BOATHOUSE SE CHIMNEY       APPROX. 2.7 KM 3113421.8 |
 KU2633| KU2698 WOOD                                APPROX. 3.3 KM 3211041.1 |
 KU2633|---------------------------------------------------------------------|
 KU2633
 KU2633                          SUPERSEDED SURVEY CONTROL
 KU2633
 KU2633  NAD 83(1996)-  40 52 01.24545(N)    073 28 01.45661(W) AD(       ) 3
 KU2633  NAD 83(1992)-  40 52 01.24190(N)    073 28 01.44993(W) AD(       ) 3
 KU2633  NAD 83(1986)-  40 52 01.24403(N)    073 28 01.45206(W) AD(       ) 3
 KU2633  NAD 27      -  40 52 00.90000(N)    073 28 03.03300(W) AD(       ) 3
 KU2633
 KU2633.Superseded values are not recommended for survey control.
 KU2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2633.See file dsdata.txt to determine how the superseded data were derived.
 KU2633
 KU2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2918325125(NAD 83)
 KU2633_MARKER: H = DRILL HOLE
 KU2633_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2633_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2633
 KU2633  HISTORY     - Date     Condition        Report By
 KU2633  HISTORY     - 1884     MONUMENTED       CGS
 KU2633  HISTORY     - 1914     SEE DESCRIPTION  CGS
 KU2633  HISTORY     - 1916     GOOD             CGS
 KU2633  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2633
 KU2633                          STATION DESCRIPTION
 KU2633
 KU2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (GB)
 KU2633'STATION IS LOCATED ON THE WESTERN PART OF COLD SPRING BEACH.  THE
 KU2633'END OF THE WHARF AT LAURELTON IS OPEN TO ITS OUTER SECTION FROM
 KU2633'THE ROCKS AT THE END OF THE POINT BETWEEN IT AND THE STATION.
 KU2633'
 KU2633'STATION WHARF AND KNOLL ARE ALMOST EXACTLY IN RANGE.
 KU2633'
 KU2633'THE SOIL IS OF SAND AND GRAVEL, COVERED WITH THIN GRASS.
 KU2633'
 KU2633'CENTER OF STATION IS MARKED BY A PIECE OF 3-INCH EARTHENWARE DRAIN
 KU2633'PIPE 2 FEET LONG WITH A FLANGE ON TOP, THE LATTER BEING ABOUT 2
 KU2633'FEET BELOW THE SURFACE OF GROUND.  IN THE PIPE IS THRUST A STICK
 KU2633'WITH A COPPER TACK IN ITS HEAD, WHICH MARKS THE CENTER OF PIPE AND
 KU2633'STATION.  ON THE PIPE IS AN INCH BOARD AND ON THE BOARD RESTS THE
 KU2633'FOOT OF THE CENTER POST WHICH IS OF 4-BY 4-INCH SPRUCE SCANTING,
 KU2633'ITS HEAD RISING A FEW INCHES ABOVE GROUND.  IN THE HEAD OF THE
 KU2633'POST IS A HOLE WHICH MARKS CENTER OF POST AND STATION.  IN THE
 KU2633'HOLE RESTS THE FOOT OF A SIGNAL-POLE 2 INCHES IN DIAMETER AND 16
 KU2633'FEET LONG, PAINTED IN 18-INCH SECTIONS, ALTERNATELY BLACK AND
 KU2633'WHITE.  THE POLE IS SUPPORTED BY 3 BRACES SECURED TO POSTS.
 KU2633'
 KU2633'REFERENCE STAKES ARE 3 LOCUST STAKES, 3 INCHES IN DIAMETER AND
 KU2633'ABOUT 2 FEET LONG.  THEY ARE DRIVEN IN THE GROUND N, E AND S BY
 KU2633'COMPASS RESPECTIVELY FROM STATION SO THAT THEIR HEADS ARE 2 OR 3
 KU2633'INCHES ABOVE GROUND.  A COPPER TACK IS IN THE HEAD OF EACH AND IN
 KU2633'EACH CASE IS 6 FEET FROM CENTER OF STATION.
 KU2633'
 KU2633'A WHITE MARBLE PILLAR, 6- BY 8 INCHES, AND RISING 1-1/2 FEET ABOVE
 KU2633'GROUND, STANDS 22.09 FEET FROM CENTER OF STATION, THE BEARING FROM
 KU2633'POST TO STATION BY COMPASS BEING N 23 DEG E.
 KU2633'
 KU2633'A CLUMP OF BUSHES IS 61 PACES TO EASTWARD.
 KU2633
 KU2633                          STATION RECOVERY (1914)
 KU2633
 KU2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2633'STATION WAS RECOVERED AS DESCRIBED, AND A SURFACE MARK WAS SET
 KU2633'OVER PRESENT UNDERGROUND MARK CONSISTING OF STANDARD DISK STATION
 KU2633'MARK, SET IN A TILE WITH CEMENT.  TOWN POST IS ABOUT 1/2 FOOT
 KU2633'ABOVE GROUND, INSTEAD OF 1-1/2 FEET AS STATED IN 1884 DESCRIPTION,
 KU2633'DISTANT 6.745 METERS.
 KU2633
 KU2633                          STATION RECOVERY (1916)
 KU2633
 KU2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2633'STATION WAS RECOVERED WITH THE EXCEPTION THAT THE STATION IS ABOUT
 KU2633'MIDWAY OF THE BEACH, NOT AT ITS WESTERN PART.
 KU2633'
 KU2633'THE WHARF AT LAURELTON NO LONGER EXISTS AND WHARF TRIANGULATION
 KU2633'POINT IS LOST.  THE NOTE ADDED IN 1914 REMAINS CORRECT.  THE MARKS
 KU2633'WERE FOUND AS DESCRIBED.
 KU2633
 KU2633                          STATION RECOVERY (1951)
 KU2633
 KU2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2633'THIS STATION LOST.  BEACH HAS BEEN REPLACED THREE TIMES IN PAST
 KU2633'EIGHT YEARS BY THE B.W. HALL CONSTRUCTION CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9622 ***********************************************************************
 AA9622  DESIGNATION -  COLD SPRING CUPOLA
 AA9622  PID         -  AA9622
 AA9622  STATE/COUNTY-  NY/NASSAU
 AA9622  USGS QUAD   -  HUNTINGTON (1979)
 AA9622
 AA9622                         *CURRENT SURVEY CONTROL
 AA9622  ___________________________________________________________________
 AA9622* NAD 83(1996)-  40 51 35.00114(N)    073 28 01.62467(W)     ADJUSTED  
 AA9622* NAVD 88     -        17.     (meters)      56.     (feet)  VERTCON   
 AA9622  ___________________________________________________________________
 AA9622  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AA9622  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AA9622
 AA9622  HORZ ORDER  -  THIRD
 AA9622
 AA9622.The horizontal coordinates were established by classical geodetic methods
 AA9622.and adjusted by the National Geodetic Survey in January 1999..
 AA9622
 AA9622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9622
 AA9622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9622
 AA9622.The geoid height was determined by GEOID03.
 AA9622
 AA9622;                    North         East     Units Scale Factor Converg.
 AA9622;SPC NY L     -    77,098.105   344,928.543   MT  0.99999491   +0 20 54.8
 AA9622;SPC NY L     -   252,946.03  1,131,653.06   sFT  0.99999491   +0 20 54.8
 AA9622;UTM  18      - 4,524,315.875   629,192.913   MT  0.99980543   +1 00 10.7
 AA9622
 AA9622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9622!SPC NY L     -   1.00000220  x   0.99999491  =   0.99999711
 AA9622!UTM  18      -   1.00000220  x   0.99980543  =   0.99980763
 AA9622
 AA9622                          SUPERSEDED SURVEY CONTROL
 AA9622
 AA9622  NAD 83(1996)-  40 51 35.00364(N)    073 28 01.62372(W) AD(       ) 4
 AA9622  NAD 83(1986)-  40 51 35.00459(N)    073 28 01.62437(W) AD(       ) 4
 AA9622  NGVD 29 (01/19/96)   17.     (m)           56.     (f) VERT ANG       
 AA9622
 AA9622.Superseded values are not recommended for survey control.
 AA9622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9622.See file dsdata.txt to determine how the superseded data were derived.
 AA9622
 AA9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2919324316(NAD 83)
 AA9622_MARKER: 86 = CUPOLA
 AA9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9622+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9622
 AA9622  HISTORY     - Date     Condition        Report By
 AA9622  HISTORY     - 1990     FIRST OBSERVED   NOS
 AA9622
 AA9622                          STATION DESCRIPTION
 AA9622
 AA9622'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9622'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9622'OF THE ISLAND ABOUT 2 NAUTICAL MILES EAST-SOUTHEAST OF THE TOWN OF
 AA9622'OYSTER BAY ALONG THE WEST SHORE OF COLD SPRING HARBOR NEAR THE HEAD OF
 AA9622'THE HARBOR IN THE VILLAGE OF LAUREL HOLLOW.  THE STATION IS THE GREEN
 AA9622'COPPER CUPOLA ATOP THE JONES LAB OF THE COLD SPRING HARBOR FISHERIES
 AA9622'LABORATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2648 ***********************************************************************
 KU2648  DESIGNATION -  COLD SPRING EAST MIL ACAD CUP
 KU2648  PID         -  KU2648
 KU2648  STATE/COUNTY-  NY/SUFFOLK
 KU2648  USGS QUAD   -  HUNTINGTON (1979)
 KU2648
 KU2648                         *CURRENT SURVEY CONTROL
 KU2648  ___________________________________________________________________
 KU2648* NAD 83(1996)-  40 49 44.30379(N)    073 26 54.78838(W)     ADJUSTED  
 KU2648* NAVD 88     -                                                        
 KU2648  ___________________________________________________________________
 KU2648  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 KU2648  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KU2648
 KU2648  HORZ ORDER  -  THIRD
 KU2648
 KU2648.The horizontal coordinates were established by classical geodetic methods
 KU2648.and adjusted by the National Geodetic Survey in January 1999..
 KU2648
 KU2648
 KU2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2648
 KU2648.The geoid height was determined by GEOID03.
 KU2648
 KU2648;                    North         East     Units Scale Factor Converg.
 KU2648;SPC NY L     -    73,693.145   346,515.331   MT  0.99999497   +0 21 38.5
 KU2648;SPC NY L     -   241,774.93  1,136,859.05   sFT  0.99999497   +0 21 38.5
 KU2648;UTM  18      - 4,520,929.885   630,818.166   MT  0.99981064   +1 00 52.1
 KU2648
 KU2648                          SUPERSEDED SURVEY CONTROL
 KU2648
 KU2648  NAD 83(1996)-  40 49 44.30605(N)    073 26 54.78752(W) AD(       ) 4
 KU2648  NAD 83(1992)-  40 49 44.30563(N)    073 26 54.78659(W) AD(       ) 4
 KU2648  NAD 83(1986)-  40 49 44.30704(N)    073 26 54.78863(W) AD(       ) 4
 KU2648  NAD 27      -  40 49 43.95314(N)    073 26 56.34911(W) AD(       ) 3
 KU2648
 KU2648.Superseded values are not recommended for survey control.
 KU2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2648.See file dsdata.txt to determine how the superseded data were derived.
 KU2648
 KU2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3081820930(NAD 83)
 KU2648_MARKER: 86 = CUPOLA
 KU2648
 KU2648  HISTORY     - Date     Condition        Report By
 KU2648  HISTORY     - 1966     FIRST OBSERVED   CGS
 KU2648  HISTORY     - 1987     GOOD             USPSQD
 KU2648
 KU2648                          STATION DESCRIPTION
 KU2648
 KU2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2648'THE STATION IS LOCATED IN COLD SPRING, ALONG WEST GATE DRIVE AND
 KU2648'IS APPROXIMATELY 0.65 MILE NORTH OF JERICHO TURNPIKE, (STATE ROUTE
 KU2648'NO. 25).  THE STATION IS ON HIGH GROUND AND IS BOUNDED,
 KU2648'GENERALLY, ON THE NORTH AND EAST BY EAST GATE DRIVE.  IT IS IN A
 KU2648'SEMI-DEVELOPED AREA FORMERLY PART OF A GOLF COURSE.
 KU2648'
 KU2648'THE CUPOLA IS LOCATED ON THE EAST FACE OF A THREE-STORY, PROMINENT
 KU2648'STONE-LIKE BUILDING, AND IS CENTERED ON THE MAIN PART OF THE
 KU2648'BUILDING.  IT IS AN EIGHT-SIDED, TAPERED CUPOLA OVER A BASE
 KU2648'CONTAINING A DOUBLE WINDOW ON ITS EAST FACE.  THE DOUBLE WINDOW
 KU2648'HAS AN ORNATE STONE SCROLL CAP OVER IT.  THE CUPOLA HAS A FUNNEL
 KU2648'AND KNOB SHAPED CAP OF WEATHERED, GREENISH COPPER AT ITS APEX. THE
 KU2648'CUPOLA IS TIED TO A TALL, TAN CEMENT CHIMNEY ON THE NORTH, BY AN
 KU2648'ORNATE HORIZONTAL TIE ROD.  THERE IS A TELEVISION ANTENNA ON THE
 KU2648'CHIMNEY.  THE HEIGHT OF THE CUPOLA IS APPROXIMATELY 75 FEET.
 KU2648'
 KU2648'THE POINT INTERSECTED WAS THE APEX OF THE CUPOLA.
 KU2648
 KU2648                          STATION RECOVERY (1987)
 KU2648
 KU2648'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAD)
 KU2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4371 ***********************************************************************
 LX4371  DESIGNATION -  COLD SPRING EPIS CH CROSS
 LX4371  PID         -  LX4371
 LX4371  STATE/COUNTY-  NY/PUTNAM
 LX4371  USGS QUAD   -  WEST POINT (1981)
 LX4371
 LX4371                         *CURRENT SURVEY CONTROL
 LX4371  ___________________________________________________________________
 LX4371* NAD 83(1996)-  41 25 08.95926(N)    073 57 14.92794(W)     ADJUSTED  
 LX4371* NAVD 88     -                                                        
 LX4371  ___________________________________________________________________
 LX4371  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 LX4371  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LX4371
 LX4371  HORZ ORDER  -  THIRD
 LX4371
 LX4371.The horizontal coordinates were established by classical geodetic methods
 LX4371.and adjusted by the National Geodetic Survey in January 1999..
 LX4371
 LX4371
 LX4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4371
 LX4371.The geoid height was determined by GEOID03.
 LX4371
 LX4371;                    North         East     Units Scale Factor Converg.
 LX4371;SPC NY E     -   287,237.242   195,628.823   MT  0.99992561   +0 21 40.0
 LX4371;SPC NY E     -   942,377.52    641,825.56   sFT  0.99992561   +0 21 40.0
 LX4371;UTM  18      - 4,585,816.722   587,398.904   MT  0.99969400   +0 41 31.0
 LX4371
 LX4371                          SUPERSEDED SURVEY CONTROL
 LX4371
 LX4371  NAD 83(1986)-  41 25 08.96087(N)    073 57 14.93033(W) AD(       ) 4
 LX4371  NAD 27      -  41 25 08.63200(N)    073 57 16.43700(W) AD(       ) 3
 LX4371
 LX4371.Superseded values are not recommended for survey control.
 LX4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4371.See file dsdata.txt to determine how the superseded data were derived.
 LX4371
 LX4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8739985817(NAD 83)
 LX4371_MARKER: 91 = CHURCH CROSS
 LX4371
 LX4371  HISTORY     - Date     Condition        Report By
 LX4371  HISTORY     - UNK      FIRST OBSERVED
 LX4371  HISTORY     - 1933     GOOD             CGS
 LX4371  HISTORY     - 1933     GOOD             CGS
 LX4371  HISTORY     - 1959     GOOD             CGS
 LX4371
 LX4371                          STATION DESCRIPTION
 LX4371
 LX4371'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4371'THIS STATION RECOVERED.  RENAMED SPIRE WITH CROSS AND A NEW
 LX4371'DESCRIPTION WRITTEN.
 LX4371
 LX4371                          STATION RECOVERY (1933)
 LX4371
 LX4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4371'THIS STATION IS THE CROSS ON THE STEEPLE OF ST. MARYS
 LX4371'CHURCH-IN-THE-HIGHLANDS AT COLD SPRING, NEW YORK.  THE STEEPLE
 LX4371'HAS EIGHT SIDES AND IS OVER THE MAIN ENTRANCE TO THE CHURCH.  THE
 LX4371'CHURCH IS VINE-COVERED AND HAS A SLATE ROOF.  SKETCH BELOW
 LX4371'GIVES DETAILS OF LOCALITY.
 LX4371'
 LX4371'THIS CHURCH IS THE SAME AS COLD SPRING EPISCOPAL CHURCH 1880-1905.
 LX4371'
 LX4371'HEIGHT OF SIGNAL ABOVE STATION MARK - 25.0 METERS.
 LX4371
 LX4371                          STATION RECOVERY (1959)
 LX4371
 LX4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 LX4371'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2697 ***********************************************************************
 KU2697  DESIGNATION -  COLD SPRING HARBOR LH
 KU2697  PID         -  KU2697
 KU2697  STATE/COUNTY-  NY/SUFFOLK
 KU2697  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2697
 KU2697                         *CURRENT SURVEY CONTROL
 KU2697  ___________________________________________________________________
 KU2697* NAD 83(1996)-  40 54 51.00692(N)    073 29 35.25872(W)     ADJUSTED  
 KU2697* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KU2697  ___________________________________________________________________
 KU2697  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 KU2697  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 KU2697
 KU2697  HORZ ORDER  -  THIRD
 KU2697
 KU2697.The horizontal coordinates were established by classical geodetic methods
 KU2697.and adjusted by the National Geodetic Survey in January 1999..
 KU2697
 KU2697.The orthometric height was scaled from a topographic map.
 KU2697
 KU2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2697
 KU2697.The geoid height was determined by GEOID03.
 KU2697
 KU2697;                    North         East     Units Scale Factor Converg.
 KU2697;SPC NY L     -    83,131.287   342,700.663   MT  0.99999552   +0 19 53.5
 KU2697;SPC NY L     -   272,739.90  1,124,343.76   sFT  0.99999552   +0 19 53.5
 KU2697;SPC CT       -   161,646.823   242,194.603   MT  1.00004118   -0 29 33.9
 KU2697;SPC CT       -   530,336.29    794,600.13   sFT  1.00004118   -0 29 33.9
 KU2697;UTM  18      - 4,530,322.035   626,896.659   MT  0.99979819   +0 59 13.3
 KU2697
 KU2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2697!SPC NY L     -   1.00000313  x   0.99999552  =   0.99999865
 KU2697!SPC CT       -   1.00000313  x   1.00004118  =   1.00004432
 KU2697!UTM  18      -   1.00000313  x   0.99979819  =   0.99980132
 KU2697
 KU2697:                Primary Azimuth Mark                     Grid Az
 KU2697:SPC NY L     -  FLAGSTAFF NORTHEAST OF LH                034 21 47.4
 KU2697:SPC CT       -  FLAGSTAFF NORTHEAST OF LH                035 11 14.8
 KU2697:UTM  18      -  FLAGSTAFF NORTHEAST OF LH                033 42 27.6
 KU2697
 KU2697|---------------------------------------------------------------------|
 KU2697| PID    Reference Object                     Distance      Geod. Az  |
 KU2697|                                                           dddmmss.s |
 KU2697| KU2707 FLAGSTAFF NORTHEAST OF LH           APPROX. 0.6 KM 0344140.9 |
 KU2697| KU2708 GABLE OF BOATHOUSE FLAGSTAFF        APPROX. 0.5 KM 0592828.5 |
 KU2697| KU2711 BOATHOUSE BRICK CHIMNEY             APPROX. 0.7 KM 1111419.1 |
 KU2697| KU2712 KNOLL                               APPROX. 1.1 KM 1192955.1 |
 KU2697| KU2695 IRON STACK                          APPROX. 2.2 KM 1360011.5 |
 KU2697| KU2862 TANK W OF COOPER BLUFF              APPROX. 2.5 KM 1964619.8 |
 KU2697|---------------------------------------------------------------------|
 KU2697
 KU2697                          SUPERSEDED SURVEY CONTROL
 KU2697
 KU2697  NAD 83(1996)-  40 54 51.00945(N)    073 29 35.25792(W) AD(       ) 3
 KU2697  NAD 83(1992)-  40 54 51.01370(N)    073 29 35.25673(W) AD(       ) 3
 KU2697  NAD 83(1986)-  40 54 51.01459(N)    073 29 35.25934(W) AD(       ) 3
 KU2697  NAD 27      -  40 54 50.66300(N)    073 29 36.82100(W) AD(       ) 3
 KU2697
 KU2697.Superseded values are not recommended for survey control.
 KU2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2697.See file dsdata.txt to determine how the superseded data were derived.
 KU2697
 KU2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2689730322(NAD 83)
 KU2697_MARKER: 13 = LIGHTHOUSE
 KU2697
 KU2697  HISTORY     - Date     Condition        Report By
 KU2697  HISTORY     - 1914     FIRST OBSERVED   CGS
 KU2697  HISTORY     - 1916     GOOD             CGS
 KU2697  HISTORY     - 1939     GOOD             CGS
 KU2697
 KU2697                          STATION DESCRIPTION
 KU2697
 KU2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2697'THE POINT SIGHTED ON WAS THE LIGHTNING ROD ON TOP OF THE
 KU2697'LIGHTHOUSE.  THE STRUCTURE IS A STEEL BASE WITH A WOODEN UPPER
 KU2697'STORY.  THE PLATFORM IS VERY UNSTEADY IN WINDY WEATHER.
 KU2697'
 KU2697'NOTE--AFTER OBSERVATIONS WERE COMPLETED, A SMOKE STACK (MADE OF
 KU2697'STOVE PIPE) WAS ERECTED ON THE LIGHTHOUSE.  THIS STACK OBSCURES
 KU2697'FROM VIEW THE LIGHTNING ROD WHEN OCCUPYING STATION KNOLL.
 KU2697
 KU2697                          STATION RECOVERY (1916)
 KU2697
 KU2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2697'STATION RECOVERED AND DESCRIPTION SEEMS SUFFICIENT, AS THERE IS NO
 KU2697'CHANCE OF MISTAKING THE LIGHTHOUSE.  THE STATION WAS NOT VISITED
 KU2697'BUT WAS USED IN THE PLANE TABLE WORK.
 KU2697
 KU2697                          STATION RECOVERY (1939)
 KU2697
 KU2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2697'STATION LOCATED AND LIGHT IS ON E POINT OF SHOAL, ON WHITE WOODEN
 KU2697'TOWER ON BLACK CYLINDRICAL PIER.  THE 1939 LIGHT LIST NO.699.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9623 ***********************************************************************
 AA9623  DESIGNATION -  COLD SPRING HARBOR LIGHT
 AA9623  PID         -  AA9623
 AA9623  STATE/COUNTY-  NY/SUFFOLK
 AA9623  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9623
 AA9623                         *CURRENT SURVEY CONTROL
 AA9623  ___________________________________________________________________
 AA9623* NAD 83(1996)-  40 54 51.02361(N)    073 29 35.22406(W)     ADJUSTED  
 AA9623* NAVD 88     -        12.     (meters)      39.     (feet)  VERTCON   
 AA9623  ___________________________________________________________________
 AA9623  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AA9623  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AA9623
 AA9623  HORZ ORDER  -  THIRD
 AA9623
 AA9623.The horizontal coordinates were established by classical geodetic methods
 AA9623.and adjusted by the National Geodetic Survey in January 1999..
 AA9623
 AA9623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9623
 AA9623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9623
 AA9623.The geoid height was determined by GEOID03.
 AA9623
 AA9623;                    North         East     Units Scale Factor Converg.
 AA9623;SPC NY L     -    83,131.807   342,701.471   MT  0.99999552   +0 19 53.6
 AA9623;SPC NY L     -   272,741.60  1,124,346.41   sFT  0.99999552   +0 19 53.6
 AA9623;UTM  18      - 4,530,322.564   626,897.460   MT  0.99979820   +0 59 13.3
 AA9623
 AA9623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9623!SPC NY L     -   1.00000296  x   0.99999552  =   0.99999848
 AA9623!UTM  18      -   1.00000296  x   0.99979820  =   0.99980116
 AA9623
 AA9623                          SUPERSEDED SURVEY CONTROL
 AA9623
 AA9623  NAD 83(1996)-  40 54 51.02606(N)    073 29 35.22335(W) AD(       ) 3
 AA9623  NAD 83(1986)-  40 54 51.02755(N)    073 29 35.22597(W) AD(       ) 3
 AA9623  NGVD 29 (01/19/96)   12.     (m)           39.     (f) VERT ANG       
 AA9623
 AA9623.Superseded values are not recommended for survey control.
 AA9623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9623.See file dsdata.txt to determine how the superseded data were derived.
 AA9623
 AA9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2689730323(NAD 83)
 AA9623_MARKER: 14 = NAVIGATION LIGHT
 AA9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9623+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9623
 AA9623  HISTORY     - Date     Condition        Report By
 AA9623  HISTORY     - 1990     FIRST OBSERVED   NOS
 AA9623
 AA9623                          STATION DESCRIPTION
 AA9623
 AA9623'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9623'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9623'OF THE ISLAND ABOUT 2.8 NAUTICAL MILES NORTHEAST OF THE TOWN OF OYSTER
 AA9623'BAY NEAR THE SOUTHERN PORTION OF OYSTER BAY DUE SOUTH OF NORTHWEST
 AA9623'BLUFF ON THE WEST SHORE OF LLOYD NECK AND NEAR THE EASTERN END OF A
 AA9623'LONG SHOAL WHICH EXTENDS EASTWARD FROM ROCKY POINT AT THE NORTH TIP OF
 AA9623'CENTRE ISLAND.  THE LIGHTHOUSE WHICH OCCUPIED THIS LOCALITY IN 1917 IS
 AA9623'NOW GONE AND THIS MORE MODERN NAVIGATIONAL AID HAS REPLACED IT.  THE
 AA9623'STATION IS THE WHITE LIGHT MOUNTED ATOP AND AT THE NORTHEAST CORNER OF
 AA9623'A SQUARE STEEL TRUSSWORK STRUCTURE MOUNTED ATOP A CONCRETE FILLED
 AA9623'CAISSON.  SECURED TO THE BOTTOM THERE IS A RED SECTOR FOR THE LIGHT IN
 AA9623'THE WESTERN QUADRANT WHICH COVERS THE DANGER AREA OF THE SHOAL.  THIS
 AA9623'IS LIGHT NUMBER 25275 IN THE 1989 EDITION OF VOLUME 1 OF THE U.S.
 AA9623'COAST GUARD LIGHT LIST.  DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4368 ***********************************************************************
 LX4368  DESIGNATION -  COLD SPRING METH EPIS CH SPIRE
 LX4368  PID         -  LX4368
 LX4368  STATE/COUNTY-  NY/PUTNAM
 LX4368  USGS QUAD   -  WEST POINT (1981)
 LX4368
 LX4368                         *CURRENT SURVEY CONTROL
 LX4368  ___________________________________________________________________
 LX4368* NAD 83(1996)-  41 25 19.31940(N)    073 57 08.57175(W)     ADJUSTED  
 LX4368* NAVD 88     -                                                        
 LX4368  ___________________________________________________________________
 LX4368  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 LX4368  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LX4368
 LX4368  HORZ ORDER  -  THIRD
 LX4368
 LX4368.The horizontal coordinates were established by classical geodetic methods
 LX4368.and adjusted by the National Geodetic Survey in January 1999..
 LX4368
 LX4368
 LX4368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4368
 LX4368.The geoid height was determined by GEOID03.
 LX4368
 LX4368;                    North         East     Units Scale Factor Converg.
 LX4368;SPC NY E     -   287,557.760   195,774.393   MT  0.99992578   +0 21 44.3
 LX4368;SPC NY E     -   943,429.08    642,303.15   sFT  0.99992578   +0 21 44.3
 LX4368;UTM  18      - 4,586,138.000   587,542.587   MT  0.99969431   +0 41 35.3
 LX4368
 LX4368                          SUPERSEDED SURVEY CONTROL
 LX4368
 LX4368  NAD 83(1986)-  41 25 19.32105(N)    073 57 08.57406(W) AD(       ) 4
 LX4368  NAD 27      -  41 25 18.99100(N)    073 57 10.07800(W) AD(       ) 3
 LX4368
 LX4368.Superseded values are not recommended for survey control.
 LX4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4368.See file dsdata.txt to determine how the superseded data were derived.
 LX4368
 LX4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8754386138(NAD 83)
 LX4368_MARKER: 90 = CHURCH SPIRE
 LX4368
 LX4368  HISTORY     - Date     Condition        Report By
 LX4368  HISTORY     - UNK      FIRST OBSERVED
 LX4368  HISTORY     - 1933     GOOD             CGS
 LX4368  HISTORY     - 1933     GOOD             CGS
 LX4368  HISTORY     - 1959     GOOD             CGS
 LX4368
 LX4368                          STATION DESCRIPTION
 LX4368
 LX4368'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4368'RECOVERED O.K., SKETCHED AS RED CHURCH SPIRE IN 1933.
 LX4368
 LX4368                          STATION RECOVERY (1933)
 LX4368
 LX4368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4368'THIS STATION IS THE STEEPLE ON THE COLD SPRING METHODIST
 LX4368'EPISCOPAL CHURCH AT COLD SPRING, NEW YORK.  THE BUILDING IS
 LX4368'RED BRICK, PARTLY VINE-COVERED, SLATE ROOF.  THE STEEPLE HAS
 LX4368'EIGHT SIDES AND RIDGES AT THE EDGES.  THERE ARE TWO BALLS ON
 LX4368'TOP.  SKETCH BELOW GIVES FURTHER DETAILS.
 LX4368'
 LX4368'HEIGHT OF SIGNAL ABOVE STATION MARK - 25.0 METERS.
 LX4368
 LX4368                          STATION RECOVERY (1959)
 LX4368
 LX4368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 LX4368'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9624 ***********************************************************************
 AA9624  DESIGNATION -  COLD SPRING SPIRE
 AA9624  PID         -  AA9624
 AA9624  STATE/COUNTY-  NY/NASSAU
 AA9624  USGS QUAD   -  HUNTINGTON (1979)
 AA9624
 AA9624                         *CURRENT SURVEY CONTROL
 AA9624  ___________________________________________________________________
 AA9624* NAD 83(1996)-  40 51 22.88961(N)    073 27 49.95766(W)     ADJUSTED  
 AA9624* NAVD 88     -                                                        
 AA9624  ___________________________________________________________________
 AA9624  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 AA9624  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AA9624
 AA9624  HORZ ORDER  -  THIRD
 AA9624
 AA9624.The horizontal coordinates were established by classical geodetic methods
 AA9624.and adjusted by the National Geodetic Survey in January 1999..
 AA9624.No horizontal observational check was made to the station.
 AA9624
 AA9624
 AA9624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9624
 AA9624.The geoid height was determined by GEOID03.
 AA9624
 AA9624;                    North         East     Units Scale Factor Converg.
 AA9624;SPC NY L     -    76,726.170   345,204.068   MT  0.99999491   +0 21 02.4
 AA9624;SPC NY L     -   251,725.78  1,132,557.01   sFT  0.99999491   +0 21 02.4
 AA9624;UTM  18      - 4,523,947.181   629,472.616   MT  0.99980632   +1 00 18.1
 AA9624
 AA9624                          SUPERSEDED SURVEY CONTROL
 AA9624
 AA9624  NAD 83(1996)-  40 51 22.89324(N)    073 27 49.95704(W) AD(       ) 4
 AA9624  NAD 83(1986)-  40 51 22.88279(N)    073 27 49.95411(W) AD(       ) 4
 AA9624
 AA9624.Superseded values are not recommended for survey control.
 AA9624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9624.See file dsdata.txt to determine how the superseded data were derived.
 AA9624
 AA9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2947323947(NAD 83)
 AA9624_MARKER: 89 = SPIRE
 AA9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9624+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9624
 AA9624  HISTORY     - Date     Condition        Report By
 AA9624  HISTORY     - 1990     FIRST OBSERVED   NOS
 AA9624
 AA9624                          STATION DESCRIPTION
 AA9624
 AA9624'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9624'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9624'OF THE ISLAND ABOUT 2.5 NAUTICAL MILES EAST-SOUTHEAST OF THE TOWN OF
 AA9624'OYSTER BAY JUST SOUTH OF THE SOUTHERN LIMITS OF COLD SPRING HARBOR AT
 AA9624'THE SOUTHEAST EDGE OF THE VILLAGE OF LAUREL HOLLOW AND IS A GILDED
 AA9624'CROSS ATOP A BALL AT THE APEX OF THE COLD SPRING HARBOR ST JOHNS
 AA9624'CHURCH.  DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1268 ***********************************************************************
 NC1268  DESIGNATION -  COLDEN RAD STA WBEN FM MAST
 NC1268  PID         -  NC1268
 NC1268  STATE/COUNTY-  NY/ERIE
 NC1268  USGS QUAD   -  COLDEN (1979)
 NC1268
 NC1268                         *CURRENT SURVEY CONTROL
 NC1268  ___________________________________________________________________
 NC1268* NAD 83(1996)-  42 39 33.20900(N)    078 37 33.11014(W)     ADJUSTED  
 NC1268* NAVD 88     -                                                        
 NC1268  ___________________________________________________________________
 NC1268  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 NC1268  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NC1268
 NC1268  HORZ ORDER  -  THIRD
 NC1268
 NC1268.The horizontal coordinates were established by classical geodetic methods
 NC1268.and adjusted by the National Geodetic Survey in January 1999..
 NC1268
 NC1268
 NC1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1268
 NC1268.The geoid height was determined by GEOID03.
 NC1268
 NC1268;                    North         East     Units Scale Factor Converg.
 NC1268;SPC NY W     -   295,316.745   346,513.129   MT  0.99993765   -0 01 43.8
 NC1268;SPC NY W     -   968,885.02  1,136,851.82   sFT  0.99993765   -0 01 43.8
 NC1268;UTM  17      - 4,725,706.060   694,582.524   MT  1.00006584   +1 36 33.5
 NC1268
 NC1268                          SUPERSEDED SURVEY CONTROL
 NC1268
 NC1268  NAD 83(1986)-  42 39 33.21591(N)    078 37 33.10678(W) AD(       ) 4
 NC1268  NAD 27      -  42 39 32.99561(N)    078 37 34.01040(W) AD(       ) 3
 NC1268
 NC1268.Superseded values are not recommended for survey control.
 NC1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1268.See file dsdata.txt to determine how the superseded data were derived.
 NC1268
 NC1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9458325706(NAD 83)
 NC1268_MARKER: 42 = RADIO/TV MAST
 NC1268
 NC1268  HISTORY     - Date     Condition        Report By
 NC1268  HISTORY     - 1958     FIRST OBSERVED   CGS
 NC1268  HISTORY     - 1965     GOOD             CGS
 NC1268  HISTORY     - 1973     GOOD             NGS
 NC1268
 NC1268                          STATION DESCRIPTION
 NC1268
 NC1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1268'THE STATION IS THE LIGHT ATOP THE FM POLE ANTENNA WHICH IS
 NC1268'SUPPORTED BY THE TELEVISION MAST WHICH IS LOCATED ABOUT 8.0 MILES
 NC1268'SOUTH OF EAST AURORA, IN THE SMALL TOWN OF COLDEN AND ON THE WEST
 NC1268'SIDE OF CENTER STREET.
 NC1268'
 NC1268'THE MAST IS A SLENDER RED AND WHITE STEEL STRUCTURE 1001 FEET
 NC1268'HIGH.  THE MAST AND TV ANTENNAS IS 947 FEET HIGH AND THE FM
 NC1268'ANTENNA IS 54 FEET HIGHER.
 NC1268
 NC1268                          STATION RECOVERY (1965)
 NC1268
 NC1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EPM)
 NC1268'STATION WAS RECOVERED IN GOOD CONDITION.
 NC1268'
 NC1268'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--STATION IS 3.2
 NC1268'MILES ENE OF THE HAMLET OF COLDEN.
 NC1268
 NC1268                          STATION RECOVERY (1973)
 NC1268
 NC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1268'RECOVERED AS DESCRIBED.
 NC1268'
 NC1268'THE POINT INTERSECTED WAS THE CENTER OF THE RED LIGHT ATOP THE
 NC1268'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1217 ***********************************************************************
 NC1217  DESIGNATION -  COLDEN TV TOWER WKBW
 NC1217  PID         -  NC1217
 NC1217  STATE/COUNTY-  NY/ERIE
 NC1217  USGS QUAD   -  HOLLAND (1979)
 NC1217
 NC1217                         *CURRENT SURVEY CONTROL
 NC1217  ___________________________________________________________________
 NC1217* NAD 83(1996)-  42 38 14.64357(N)    078 37 10.68977(W)     ADJUSTED  
 NC1217* NAVD 88     -                                                        
 NC1217  ___________________________________________________________________
 NC1217  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 NC1217  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NC1217
 NC1217  HORZ ORDER  -  THIRD
 NC1217
 NC1217.The horizontal coordinates were established by classical geodetic methods
 NC1217.and adjusted by the National Geodetic Survey in January 1999..
 NC1217
 NC1217
 NC1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1217
 NC1217.The geoid height was determined by GEOID03.
 NC1217
 NC1217;                    North         East     Units Scale Factor Converg.
 NC1217;SPC NY W     -   292,892.350   347,022.681   MT  0.99993761   -0 01 28.5
 NC1217;SPC NY W     -   960,930.98  1,138,523.58   sFT  0.99993761   -0 01 28.5
 NC1217;UTM  17      - 4,723,296.907   695,161.235   MT  1.00006862   +1 36 46.3
 NC1217
 NC1217                          SUPERSEDED SURVEY CONTROL
 NC1217
 NC1217  NAD 83(1986)-  42 38 14.65044(N)    078 37 10.68648(W) AD(       ) 4
 NC1217  NAD 27      -  42 38 14.43121(N)    078 37 11.59604(W) AD(       ) 3
 NC1217
 NC1217.Superseded values are not recommended for survey control.
 NC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1217.See file dsdata.txt to determine how the superseded data were derived.
 NC1217
 NC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9516123297(NAD 83)
 NC1217_MARKER: 43 = RADIO/TV TOWER
 NC1217
 NC1217  HISTORY     - Date     Condition        Report By
 NC1217  HISTORY     - 1973     FIRST OBSERVED   NGS
 NC1217  HISTORY     - 1984     GOOD             USPSQD
 NC1217
 NC1217                          STATION DESCRIPTION
 NC1217
 NC1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WOM)
 NC1217'COLDEN TV TOWER WKBW IS A TRIANGULAR SHAPED STEEL STRUCTURE
 NC1217'1076 FEET HIGH AND IS PAINTED RED AND WHITE.
 NC1217'
 NC1217'STATION IS THE LIGHT ATOP THE TOWER AND IS LOCATED ABOUT 0.9 MILE
 NC1217'SOUTHEAST OF THE JUNCTION OF PARTRIDGE AND CENTER ROADS, TOWN
 NC1217'OF COLDEN.
 NC1217
 NC1217                          STATION RECOVERY (1984)
 NC1217
 NC1217'RECOVERY NOTE BY US POWER SQUADRON 1984 (HEW)
 NC1217'LAND MARK--LIGHT ON TOP OF A TRIANGULAR STRUCTURE 1076 FT. HIGH
 NC1217'PAINTED RED AND WHITE.
 NC1217'
 NC1217'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0114 ***********************************************************************
 OG0114  DESIGNATION -  COLE
 OG0114  PID         -  OG0114
 OG0114  STATE/COUNTY-  NY/NIAGARA
 OG0114  USGS QUAD   -  
 OG0114
 OG0114                         *CURRENT SURVEY CONTROL
 OG0114  ___________________________________________________________________
 OG0114* NAD 83(1986)-  43 21 45.     (N)    078 34 12.     (W)     SCALED    
 OG0114* NAVD 88     -        96.068  (meters)     315.18   (feet)  ADJUSTED  
 OG0114  ___________________________________________________________________
 OG0114  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 OG0114  DYNAMIC HT  -          96.048 (meters)     315.12  (feet)  COMP
 OG0114  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 OG0114
 OG0114  VERT ORDER  -  FIRST     CLASS II
 OG0114
 OG0114.The horizontal coordinates were scaled from a topographic map and have
 OG0114.an estimated accuracy of +/- 6 seconds.
 OG0114
 OG0114.The orthometric height was determined by differential leveling
 OG0114.and adjusted by the National Geodetic Survey in June 1991..
 OG0114
 OG0114.The geoid height was determined by GEOID03.
 OG0114
 OG0114.The dynamic height is computed by dividing the NAVD 88
 OG0114.geopotential number by the normal gravity value computed on the
 OG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0114.degrees latitude (g = 980.6199 gals.).
 OG0114
 OG0114.The modeled gravity was interpolated from observed gravity values.
 OG0114
 OG0114;                    North         East    Units  Estimated Accuracy
 OG0114;SPC NY W     -   373,440.      351,080.      MT  (+/- 180 meters Scaled)
 OG0114
 OG0114                          SUPERSEDED SURVEY CONTROL
 OG0114
 OG0114  NGVD 29 (??/??/92)   96.252  (m)          315.79   (f) ADJ UNCH    1 2
 OG0114
 OG0114.Superseded values are not recommended for survey control.
 OG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0114.See file dsdata.txt to determine how the superseded data were derived.
 OG0114
 OG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ969039(NAD 83)
 OG0114_MARKER: Z = SEE DESCRIPTION
 OG0114_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0114+WITH SETTING: INTO GROUND
 OG0114_MARK LOGO: NONE  
 OG0114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0114+STABILITY: SURFACE MOTION
 OG0114
 OG0114  HISTORY     - Date     Condition        Report By
 OG0114  HISTORY     - UNK      MONUMENTED       USLS
 OG0114  HISTORY     - 1967     GOOD             USLS
 OG0114  HISTORY     - 19970620 GOOD             NOS
 OG0114  HISTORY     - 19980617 GOOD             NOS
 OG0114  HISTORY     - 19990429 GOOD             NOS
 OG0114  HISTORY     - 20000809 GOOD             NOS
 OG0114  HISTORY     - 20010617 GOOD             NOS
 OG0114  HISTORY     - 20020605 GOOD             NOS
 OG0114
 OG0114                          STATION DESCRIPTION
 OG0114
 OG0114'DESCRIBED BY US LAKE SURVEY 1967
 OG0114'7.5 MI E FROM OLCOTT.
 OG0114'IS IN NIAGARA COUNTY, NEW YORK, FROM HIGHWAY 78 IN OLCOTT, 7.5 MILES
 OG0114'EAST ALONG LAKE ROAD (HIGHWAY 18) TO HARTLAND RD., 0.9 MILES NORTH ON
 OG0114'HARTLAND RD. TO NINETY DEGREE CURVE, THEN 0.2 MILE EAST TO DWELLING
 OG0114'AT 8429 LOWER LAKE ROAD, 90.4 FEET NORTHWEST OF UTILITY POLE NO. 117,
 OG0114'49.2 FEET EAST OF SOUTHEAST CORNER OF BARN, 29 FEET NORTH OF
 OG0114'CENTERLINE OF LOWER LAKE RD., 18.6 FEET SOUTHWEST OF NORTHWEST CORNER
 OG0114'OF GARAGE, 1.8 FEET WEST OF SOUTHWEST CORNER OF AND IN LINE WITH
 OG0114'SOUTH FACE OF GARAGE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 OG0114'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 OG0114'8 FEET LONG.
 OG0114
 OG0114                          STATION RECOVERY (1997)
 OG0114
 OG0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 OG0114'IS IN NIAGARA COUNTY, NEW YORK, FROM HIGHWAY 78 IN OLCOTT, 7.5 MILES
 OG0114'(12.1 KM) EAST ALONG LAKE ROAD (HIGHWAY 18) TO HARTLAND RD., 0.9 MILES
 OG0114'(1.4 KM) NORTH ON HARTLAND RD.  TO NINETY DEGREE CURVE, THEN 0.2 MILE
 OG0114'(0.3 KM) EAST TO DWELLING AT 8429 LOWER LAKE ROAD, 90.4 FEET (27.6 M)
 OG0114'NORTHWEST OF UTILITY POLE NO.  117, 49.2 FEET (15.0 M) EAST OF
 OG0114'SOUTHEAST CORNER OF BARN, 29 FEET (8.8 M) NORTH OF CENTERLINE OF LOWER
 OG0114'LAKE RD., 18.6 FEET (5.7 M) SOUTHWEST OF NORTHWEST CORNER OF GARAGE,
 OG0114'1.8 FEET (0.5 M) WEST OF SOUTHWEST CORNER OF AND IN LINE WITH SOUTH
 OG0114'FACE OF GARAGE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OG0114'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8 FEET (2.4 M)
 OG0114'LONG.
 OG0114
 OG0114                          STATION RECOVERY (1998)
 OG0114
 OG0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 OG0114'RECOVERED AS DESCRIBED.
 OG0114
 OG0114                          STATION RECOVERY (1999)
 OG0114
 OG0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 OG0114'RECOVERED AS DESCRIBED.
 OG0114
 OG0114                          STATION RECOVERY (2000)
 OG0114
 OG0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RG)
 OG0114'RECOVERED AS DESCRIBED.
 OG0114
 OG0114                          STATION RECOVERY (2001)
 OG0114
 OG0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RJG)
 OG0114'RECOVERED AS DESCRIBED.
 OG0114
 OG0114                          STATION RECOVERY (2002)
 OG0114
 OG0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (OJ)
 OG0114'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1090 ***********************************************************************
 OG1090  DESIGNATION -  COLE
 OG1090  PID         -  OG1090
 OG1090  STATE/COUNTY-  NY/NIAGARA
 OG1090  USGS QUAD   -  
 OG1090
 OG1090                         *CURRENT SURVEY CONTROL
 OG1090  ___________________________________________________________________
 OG1090* NAD 83(1996)-  43 21 58.42220(N)    078 34 13.59089(W)     ADJUSTED  
 OG1090* NAVD 88     -        77.0    (meters)     253.     (feet)  VERTCON   
 OG1090  ___________________________________________________________________
 OG1090  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OG1090  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG1090
 OG1090  HORZ ORDER  -  THIRD
 OG1090
 OG1090.The horizontal coordinates were established by classical geodetic methods
 OG1090.and adjusted by the National Geodetic Survey in January 1999..
 OG1090
 OG1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1090
 OG1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1090
 OG1090.The geoid height was determined by GEOID03.
 OG1090
 OG1090;                    North         East     Units Scale Factor Converg.
 OG1090;SPC NY W     -   373,854.188   351,044.849   MT  0.99993751   +0 00 31.9
 OG1090;SPC NY W     - 1,226,553.28  1,151,719.64   sFT  0.99993751   +0 00 31.9
 OG1090;UTM  17      - 4,804,351.904   696,852.551   MT  1.00007670   +1 40 07.7
 OG1090
 OG1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1090!SPC NY W     -   0.99999358  x   0.99993751  =   0.99993109
 OG1090!UTM  17      -   0.99999358  x   1.00007670  =   1.00007028
 OG1090
 OG1090                          SUPERSEDED SURVEY CONTROL
 OG1090
 OG1090  NAD 83(1986)-  43 21 58.42802(N)    078 34 13.59020(W) AD(       ) 3
 OG1090  NGVD 29 (05/23/89)   77.2    (m)          253.     (f) VERT ANG       
 OG1090
 OG1090.Superseded values are not recommended for survey control.
 OG1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1090.See file dsdata.txt to determine how the superseded data were derived.
 OG1090
 OG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ9685304352(NAD 83)
 OG1090_MARKER: DE = TRAVERSE STATION DISK
 OG1090_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG1090+WITH SETTING: PAVEMENT
 OG1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1090+STABILITY: SURFACE MOTION
 OG1090
 OG1090  HISTORY     - Date     Condition        Report By
 OG1090  HISTORY     - 1982     MONUMENTED       NOS
 OG1090
 OG1090                          STATION DESCRIPTION
 OG1090
 OG1090'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1090'THE STATION IS LOCATED EAST OF OLCOTT, NEW YORK ON A CONCRETE AND
 OG1090'WOOD CRIB ON THE SOUTH SHORELINE OF LAKE ONTARIO.  THE CRIB IS
 OG1090'PRIVATELY OWNED BY A DOCTOR COLE WHOSE RESIDENCE IS AT THE
 OG1090'STATION.
 OG1090'
 OG1090'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 18 AND
 OG1090'QUAKER ROAD IN THE VILLAGE OF SOMERSET GO NORTH ON QUAKER ROAD
 OG1090'(HIGHWAY 148) FOR 1.8 KILOMETERS (1.1 MILES) TO A CROSS ROAD
 OG1090'LOWER LAKE ROAD.  TURN LEFT ON LOWER LAKE ROAD AND GO FOR
 OG1090'GO WESTERLY FOR 1.1 KILOMETERS (0.7 MILE) TO AN OLD HOUSE AND BARN
 OG1090'ON THE RIGHT WITH A 15 FOOT WIDE GRAVEL DRIVE IN BETWEEN THEM.
 OG1090'TURN RIGHT ONTO THE GRAVEL DRIVE AND CONTINUE ON NORTHERLY TO THE COLE
 OG1090'RESIDENCE AND THE SOUTHERN SHORELINE OF LAKE ONTARIO.  THE COLES
 OG1090'HAVE A LARGE FELINE COLLECTION IN AND AROUND THEIR HOUSE AND
 OG1090'CAUTION SHOULD BE EXERCISED WHILE DRIVING NEAR THEIR HOME AS
 OG1090'THE CATS ARE EVERYWHERE.
 OG1090'
 OG1090'THE STATION IS A STANDARD NOS DISK
 OG1090'STAMPED---COLE 1982---,
 OG1090'SET INTO A DRILL HOLE ON TOP OF A CONCRETE AND WOOD CRIB NEAR
 OG1090'ITS CENTER.
 OG1090'IT IS LOCATED
 OG1090'
 OG1090'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1051 ***********************************************************************
 PH1051  DESIGNATION -  COLES
 PH1051  PID         -  PH1051
 PH1051  STATE/COUNTY-  NY/ST LAWRENCE
 PH1051  USGS QUAD   -  LOUISVILLE (1964)
 PH1051
 PH1051                         *CURRENT SURVEY CONTROL
 PH1051  ___________________________________________________________________
 PH1051* NAD 83(1986)-  44 53 19.     (N)    075 07 05.     (W)     SCALED    
 PH1051* NAVD 88     -        76.224  (meters)     250.08   (feet)  ADJUSTED  
 PH1051  ___________________________________________________________________
 PH1051  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 PH1051  DYNAMIC HT  -          76.222 (meters)     250.07  (feet)  COMP
 PH1051  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 PH1051
 PH1051  VERT ORDER  -  FIRST     CLASS 0
 PH1051
 PH1051.The horizontal coordinates were scaled from a topographic map and have
 PH1051.an estimated accuracy of +/- 6 seconds.
 PH1051
 PH1051.The orthometric height was determined by differential leveling
 PH1051.and adjusted by the National Geodetic Survey in June 1991..
 PH1051
 PH1051.The geoid height was determined by GEOID03.
 PH1051
 PH1051.The dynamic height is computed by dividing the NAVD 88
 PH1051.geopotential number by the normal gravity value computed on the
 PH1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1051.degrees latitude (g = 980.6199 gals.).
 PH1051
 PH1051.The modeled gravity was interpolated from observed gravity values.
 PH1051
 PH1051;                    North         East    Units  Estimated Accuracy
 PH1051;SPC NY E     -   672,680.      101,180.      MT  (+/- 180 meters Scaled)
 PH1051
 PH1051                          SUPERSEDED SURVEY CONTROL
 PH1051
 PH1051  NGVD 29 (??/??/92)   76.335  (m)          250.44   (f) ADJ UNCH    1 0
 PH1051
 PH1051.Superseded values are not recommended for survey control.
 PH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1051.See file dsdata.txt to determine how the superseded data were derived.
 PH1051
 PH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ906705(NAD 83)
 PH1051_MARKER: DD = SURVEY DISK
 PH1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1051_SP_SET: CULVERT
 PH1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1051
 PH1051  HISTORY     - Date     Condition        Report By
 PH1051  HISTORY     - UNK      MONUMENTED       USLS
 PH1051  HISTORY     - 1969     GOOD             USLS
 PH1051
 PH1051                          STATION DESCRIPTION
 PH1051
 PH1051'DESCRIBED BY US LAKE SURVEY 1969
 PH1051'5.0 MI NE FROM WADDINGTON.
 PH1051'IS IN ST. LAWRENCE COUNTY, NEW YORK, 5.0 MILES DOWNRIVER FROM
 PH1051'INTERSECTION OF HIGHWAYS 37 AND 345 IN WADDINGTON, ON TOP OF HEADWALL
 PH1051'OF COLES CREEK CULVERT ON RIVER SIDE OF HIGHWAY, 1.0 FOOT FROM UPRIVER
 PH1051'END OF HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 PH1051'DISC SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1050 ***********************************************************************
 PH1050  DESIGNATION -  COLES CREEK
 PH1050  PID         -  PH1050
 PH1050  STATE/COUNTY-  NY/ST LAWRENCE
 PH1050  USGS QUAD   -  MORRISBURG (1964)
 PH1050
 PH1050                         *CURRENT SURVEY CONTROL
 PH1050  ___________________________________________________________________
 PH1050* NAD 83(1986)-  44 53 19.     (N)    075 08 16.     (W)     SCALED    
 PH1050* NAVD 88     -        74.523  (meters)     244.50   (feet)  ADJUSTED  
 PH1050  ___________________________________________________________________
 PH1050  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 PH1050  DYNAMIC HT  -          74.522 (meters)     244.49  (feet)  COMP
 PH1050  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PH1050
 PH1050  VERT ORDER  -  FIRST     CLASS 0
 PH1050
 PH1050.The horizontal coordinates were scaled from a topographic map and have
 PH1050.an estimated accuracy of +/- 6 seconds.
 PH1050
 PH1050.The orthometric height was determined by differential leveling
 PH1050.and adjusted by the National Geodetic Survey in June 1991..
 PH1050
 PH1050.The geoid height was determined by GEOID03.
 PH1050
 PH1050.The dynamic height is computed by dividing the NAVD 88
 PH1050.geopotential number by the normal gravity value computed on the
 PH1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1050.degrees latitude (g = 980.6199 gals.).
 PH1050
 PH1050.The modeled gravity was interpolated from observed gravity values.
 PH1050
 PH1050;                    North         East    Units  Estimated Accuracy
 PH1050;SPC NY E     -   672,700.       99,620.      MT  (+/- 180 meters Scaled)
 PH1050
 PH1050                          SUPERSEDED SURVEY CONTROL
 PH1050
 PH1050  NGVD 29 (??/??/92)   74.635  (m)          244.87   (f) ADJ UNCH    1 0
 PH1050
 PH1050.Superseded values are not recommended for survey control.
 PH1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1050.See file dsdata.txt to determine how the superseded data were derived.
 PH1050
 PH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ891705(NAD 83)
 PH1050_MARKER: Z = SEE DESCRIPTION
 PH1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1050_SP_SET: ROD
 PH1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1050
 PH1050  HISTORY     - Date     Condition        Report By
 PH1050  HISTORY     - UNK      MONUMENTED       USLS
 PH1050  HISTORY     - 1969     GOOD             USLS
 PH1050
 PH1050                          STATION DESCRIPTION
 PH1050
 PH1050'DESCRIBED BY US LAKE SURVEY 1969
 PH1050'3.9 MI NE FROM WADDINGTON.
 PH1050'IS IN ST. LAWRENCE COUNTY, NEW YORK, ABOUT 3.9 MILES NORTHEAST OF
 PH1050'INTERSECTION OF HIGHWAYS 37 AND 345 IN WADDINGTON, 84 FEET NORTHWEST
 PH1050'OF INTERSECTION OF HIGHWAY 37 AND COLES CREEK ROAD, (WHICH LEADS TO
 PH1050'ROBERT MOSES STATE PARK) 24.8 FEET NORTHWEST OF A STATE PARK SIGN,
 PH1050'23.2 FEET WESTERLY OF A YIELD THE RIGHT OF WAY SIGN, 1.0 FOOT BELOW
 PH1050'THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 PH1050'DIAMETER COPPER-COATED STEEL ROD, 75 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2233 ***********************************************************************
 NA2233  DESIGNATION -  COLGATE
 NA2233  PID         -  NA2233
 NA2233  STATE/COUNTY-  NY/MADISON
 NA2233  USGS QUAD   -  HAMILTON (1976)
 NA2233
 NA2233                         *CURRENT SURVEY CONTROL
 NA2233  ___________________________________________________________________
 NA2233* NAD 83(1996)-  42 48 45.55882(N)    075 32 16.36431(W)     ADJUSTED  
 NA2233* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 NA2233  ___________________________________________________________________
 NA2233  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 NA2233  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 NA2233
 NA2233  HORZ ORDER  -  SECOND
 NA2233
 NA2233.The horizontal coordinates were established by classical geodetic methods
 NA2233.and adjusted by the National Geodetic Survey in January 1999..
 NA2233
 NA2233.The orthometric height was scaled from a topographic map.
 NA2233
 NA2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2233
 NA2233.The geoid height was determined by GEOID03.
 NA2233
 NA2233;                    North         East     Units Scale Factor Converg.
 NA2233;SPC NY C     -   312,889.185   335,500.924   MT  1.00002741   +0 42 37.9
 NA2233;SPC NY C     - 1,026,537.27  1,100,722.61   sFT  1.00002741   +0 42 37.9
 NA2233;UTM  18      - 4,740,151.100   456,025.359   MT  0.99962379   -0 21 56.0
 NA2233
 NA2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2233!SPC NY C     -   0.99994199  x   1.00002741  =   0.99996940
 NA2233!UTM  18      -   0.99994199  x   0.99962379  =   0.99956580
 NA2233
 NA2233|---------------------------------------------------------------------|
 NA2233| PID    Reference Object                     Distance      Geod. Az  |
 NA2233|                                                           dddmmss.s |
 NA2233| AI7972 COLGATE RM 1                         25.385 METERS 01520     |
 NA2233| AI7973 COLGATE RM 2                         20.506 METERS 15148     |
 NA2233| AI7974 COLGATE AZ MK                                      3093322.0 |
 NA2233| NA2231 HAMILTON COLGATE UNIV PLT STK       332.449 METERS 32243     |
 NA2233| NA2229 HAMILTON ST MARYS CATH CH           APPROX. 2.1 KM 3380554.1 |
 NA2233|---------------------------------------------------------------------|
 NA2233
 NA2233                          SUPERSEDED SURVEY CONTROL
 NA2233
 NA2233  NAD 83(1986)-  42 48 45.56388(N)    075 32 16.36339(W) AD(       ) 2
 NA2233  NAD 27      -  42 48 45.31700(N)    075 32 17.72000(W) AD(       ) 2
 NA2233
 NA2233.Superseded values are not recommended for survey control.
 NA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2233.See file dsdata.txt to determine how the superseded data were derived.
 NA2233
 NA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN5602540151(NAD 83)
 NA2233_MARKER: DS = TRIANGULATION STATION DISK
 NA2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2233_STAMPING: COLGATE 1942
 NA2233_MARK LOGO: CGS   
 NA2233_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2233
 NA2233  HISTORY     - Date     Condition        Report By
 NA2233  HISTORY     - 1942     MONUMENTED       CGS
 NA2233  HISTORY     - 1966     SEE DESCRIPTION  LDA
 NA2233  HISTORY     - 19820925 GOOD             NGS
 NA2233  HISTORY     - 19980625 MARK NOT FOUND   USPSQD
 NA2233
 NA2233                          STATION DESCRIPTION
 NA2233
 NA2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2233'STATION IS ABOUT 1.0 MILE SE OF THE CENTER OF HAMILTON AND ON
 NA2233'THE W SLOPE OF A HILL JUST BELOW THE COLLEGE GOLF COURSE AT
 NA2233'COLGATE UNIVERSITY.  THE MARK IS SET 200 FEET S OF A ROAD CIRCLE
 NA2233'BETWEEN TWO TRACK ROADS LEADING S TO THE GOLF COURSE.  IT IS
 NA2233'22.0 FEET E OF ONE TRACK ROAD AND 18.0 FEET W OF THE OTHER TRACK
 NA2233'ROAD AND 6.3 FEET N OF A STANDARD REFERENCE POST.  THE MARK IS
 NA2233'STAMPED COLGATE 1942.
 NA2233'
 NA2233'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NA2233'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2233'
 NA2233'REFERENCE MARK NO.1 IS 109 FEET S OF THE ROAD CIRCLE BETWEEN
 NA2233'THE TWO TRACK ROADS, 22 FEET E OF ONE AND 13 FEET W OF THE
 NA2233'OTHER TRACK ROAD.  THE MARK IS STAMPED COLGATE NO.1 1942, AND IS
 NA2233'83.31 FEET N OF THE STATION.
 NA2233'
 NA2233'REFERENCE MARK NO.2 IS 67.27 FEET SE OF THE STATION AND 14
 NA2233'FEET E OF THE CENTER LINE OF THE E TRACK ROAD LEADING TO THE
 NA2233'GOLF COURSE.
 NA2233'
 NA2233'THE AZIMUTH MARK IS 0.6 MILE NW OF THE STATION, 97.5 FEET NW
 NA2233'OF THE CENTER OF THE MAIN GATE INTO THE ATHLETIC FIELD, 19-1/2
 NA2233'FEET N OF THE CENTER LINE OF A MACADAM ROAD, 3.2 FEET E OF A POWER
 NA2233'LINE POLE, AND 3-1/2 FEET W OF A STANDARD REFERENCE POST.  THE
 NA2233'MARK IS STAMPED COLGATE 1942.
 NA2233'
 NA2233'TO REACH THE AZIMUTH FROM THE HUNTINGTON GYMNASIUM GO N ONE
 NA2233'BLOCK ON STATE HIGHWAY 12B, TURN LEFT AND FOLLOW MACADAM ROAD W
 NA2233'FOR 0.2 MILE TO THE MAIN ENTRANCE OF THE ATHLETIC FIELD ON THE
 NA2233'LEFT AND AZIMUTH ON THE RIGHT SIDE OF ROAD.
 NA2233'
 NA2233'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 NA2233'HAMILTON, GO S ON STATE HIGHWAY 12B FOR 0.85 MILE TO THE
 NA2233'HUNTINGTON GYMNASIUM ON THE LEFT, TURN LEFT FOR 0.25 MILE TO A
 NA2233'ROAD FORKS, TAKE RIGHT FORK FOR 0.1 MILE TO THE STILLMAN
 NA2233'HALL.  TURN RIGHT PASSING AROUND STILLMAN HALL ON THE N AND E
 NA2233'SIDES, THEN CONTINUE UP GRADE FOR 0.3 MILE TO A SMALL ROAD
 NA2233'CIRCLE JUST SW OF A CEMETERY.  THE STATION IS 200 FEET S OF THIS
 NA2233'ROAD CIRCLE.
 NA2233
 NA2233                          STATION RECOVERY (1966)
 NA2233
 NA2233'RECOVERY NOTE BY L DICKERSON ASSOC 1966
 NA2233'STATION AND REFERENCE MARKS SEARCHED FOR AND FOUND
 NA2233'DESTROYED.  SUBSURFACE MARK MAY STILL BE THERE, BUT COULD NOT
 NA2233'BE LOCATED.
 NA2233
 NA2233                          STATION RECOVERY (1982)
 NA2233
 NA2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NA2233'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NA2233'CONDITION.  THE AZIMUTH MARK WAS FOUND UP-ROOTED AND LAYING IN THE
 NA2233'BUSHES.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  THE DIRECTIONS
 NA2233'TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1
 NA2233'CHECKED BUT A SHORTER DISTANCE 0F 0.17 FOOT (5.18 CM) WAS NOTED TO
 NA2233'REFERENCE MARK 2.  THE DIRECTION TO REFERENCE MARK 2 BARELY CHECKED
 NA2233'ALSO.  THE MARK IS REAL CLOSE TO A FENCE POST AND THE MARK MAY HAVE
 NA2233'BEEN HIT WHEN THE CONCRETE WAS SET FOR THE FENCE POST.  A NEW
 NA2233'DESCRIPTION FOLLOWS.
 NA2233'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF THE CENTER
 NA2233'OF HAMILTON, ON THE WEST SLOPE OF A HIGH HILL, JUST WEST OF A
 NA2233'RESERVOIR AND SOUTH OF A CIRCLE.  DRIVE AT THE SOUTH END OF A
 NA2233'CEMETERY.  IT IS ALSO JUST SOUTH OF THE SKI LIFT AND ON PROERTY OF
 NA2233'COLGATE UNIVERSITY.  TO REACH THE STATION FROM THE POST OFFICE N
 NA2233'HAMILTON, GO SOUTH ON STATE HIGHWAY 128 FOR 1.0 KM (0.60 MI) TO A
 NA2233'CROSS STREET.  TURN LEFT AND GO EAST ON COLLEGE STREET FOR 0.5 KM
 NA2233'(0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 NA2233'0.1 KM (0.05 MI) TO A SIDE STREET RIGHT.  THE ADMINISTRATION BUILDING
 NA2233'IS A THIS STREET.  TURN RIGHT AND THEN LEFT AND GO SOUTHERLY ON ALUMNI
 NA2233'STREET FOR 04 KM (2.50 MI) TO A FORK AT STILLMAN HALL. TAKE THE RIGHT
 NA2233'FORK, UPHILL AND CONTINUE SOUTH ON A PAVED ROAD FOR 0.5 KM (0.30 MI)
 NA2233'TO A CIRCLE DRIVE, AT THE SOUTH END OF A CEMETERY AND A TRACK ROAD
 NA2233'LEADING SOUTH.  GO SOUTH ON THE TRACK ROAD FOR 200 FEET (61.0 M) TO
 NA2233'THE STATION.
 NA2233'THE STATION IS A STANDARD CGS DISK STAMPED--COLGATE 1942--, SET INTO
 NA2233'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 NA2233'FLUSH WITH GROUND.  LOCATED 61.0 METERS (200.1 FT) SOUTH-SOUTHWEST
 NA2233'FROM THE SOUTH EDGE OF CIRCLE DRIVEWAY.  36.7 SOUTH-SOUTHEAST FROM
 NA2233'LIFT POST NUMBER 5.  17.4 METERS (57.1 FT) EAST-SOUTHEAST FROM A LIGHT
 NA2233'POLE.  14.6 METERS (47.9 FT) NORTHWEST FROM THE SOUTHWEST FENCE CORNER
 NA2233'OF FENCE AROUND RESERVOIR.  12.6 METERS (41.3 FT) SOUTHWEST FROM THE
 NA2233'NORTHWEST FENCE CORNER AND 8.7 METERS (28.5 FT) WEST FROM THE WEST
 NA2233'SIDE OF FENCE.
 NA2233'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--COLGATE NO 1
 NA2233'1942--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 NA2233'CM) IN DIAMETER ,RECESSED 14 INCHES (36 CM) BELOW THE GROUND. LOCATED
 NA2233'36.6 METERS (120.1 FT) WEST-NORTHWEST FROM LIFT POST NUMBER 6.  17.7
 NA2233'METERS (58.1 FT) NORTHWEST FROM THE NORTHWEST FENCE CORNER.  23.5
 NA2233'METERS (77.1 FT) EAST-SOUTHEAST FROM LIFT POST NUMBER 5 AND 2.4 METERS
 NA2233'(7.9 FT) SOUTH-SOUTHWEST FROM THE METAL PIPE THAT HOUSES THE ELECTRIC
 NA2233'LINE.
 NA2233'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--COLGATE NO 2
 NA2233'1942--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 NA2233'CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND. LOCATED
 NA2233'6.0 METERS (19.7 FT) SOUTHEAST FROM THE SOUTHWEST FENCE CORNER.  0.4
 NA2233'METER (1.3 FT) SOUTHWEST FROM THE SECOND POST FROM THE SOUTHWEST FENCE
 NA2233'CORNER.  0.3 METER (1.0 FT) SOUTH-SOUTHWEST FROM THE SOUTH SIDE OF
 NA2233'FENCE AND 0.9 METER (3.0 FT) HIGHER LOWER THAN THE STATION.
 NA2233'AZIMUTH NO 2 IS A NGS AZIMUTH MARK DISK STAMPED--COLGATE AZ MK 2--,
 NA2233'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE ABUTMENT OF A
 NA2233'BRIDGE OVER A SMALL CREEK.  IT IS 5.2 METERS (17.1 FT) SOUTH OF THE
 NA2233'CENTER OF COLLEGE STREET, 4.6 METERS (15.1 FT) EAST FROM THE CENTER OF
 NA2233'THE BRIDGE AND 0.9 METER (3.0 FT) NORTH OF THE SOUTH END OF THE
 NA2233'ABUTMENT.  TO REACH THE MARK FROM THE POST OFFICE, IN HAMILTON, GO
 NA2233'SOUTH ON STATE HIGHWAY 12B FOR 1.0 KM (0.60 MI) TO A CROSS STREET.
 NA2233'TURN RIGHT AND GO WEST ON COLLEGE STREET FOR 0.6 KM (0.35 MI) TO THE
 NA2233'BRIDGE AND THE MARK ON THE LEFT.
 NA2233
 NA2233                          STATION RECOVERY (1998)
 NA2233
 NA2233'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA2233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1591 ***********************************************************************
 NA1591  DESIGNATION -  COLGATE UA
 NA1591  PID         -  NA1591
 NA1591  STATE/COUNTY-  NY/MADISON
 NA1591  USGS QUAD   -  MUNNSVILLE (1943)
 NA1591
 NA1591                         *CURRENT SURVEY CONTROL
 NA1591  ___________________________________________________________________
 NA1591* NAD 83(1986)-  42 53 37.     (N)    075 32 08.     (W)     SCALED    
 NA1591* NAVD 88     -       359.622  (meters)    1179.86   (feet)  ADJUSTED  
 NA1591  ___________________________________________________________________
 NA1591  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 NA1591  DYNAMIC HT  -         359.512 (meters)    1179.50  (feet)  COMP
 NA1591  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 NA1591
 NA1591  VERT ORDER  -  SECOND    CLASS 0
 NA1591
 NA1591.The horizontal coordinates were scaled from a topographic map and have
 NA1591.an estimated accuracy of +/- 6 seconds.
 NA1591
 NA1591.The orthometric height was determined by differential leveling
 NA1591.and adjusted by the National Geodetic Survey in June 1991..
 NA1591
 NA1591.The geoid height was determined by GEOID03.
 NA1591
 NA1591.The dynamic height is computed by dividing the NAVD 88
 NA1591.geopotential number by the normal gravity value computed on the
 NA1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1591.degrees latitude (g = 980.6199 gals.).
 NA1591
 NA1591.The modeled gravity was interpolated from observed gravity values.
 NA1591
 NA1591;                    North         East    Units  Estimated Accuracy
 NA1591;SPC NY C     -   321,880.      335,580.      MT  (+/- 180 meters Scaled)
 NA1591
 NA1591                          SUPERSEDED SURVEY CONTROL
 NA1591
 NA1591  NGVD 29 (??/??/92)  359.743  (m)         1180.26   (f) ADJ UNCH    2 0
 NA1591
 NA1591.Superseded values are not recommended for survey control.
 NA1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1591.See file dsdata.txt to determine how the superseded data were derived.
 NA1591
 NA1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN562491(NAD 83)
 NA1591_MARKER: DB = BENCH MARK DISK
 NA1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1591_STAMPING: COLGATE U.A. 1942
 NA1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1591+STABILITY: SURFACE MOTION
 NA1591
 NA1591  HISTORY     - Date     Condition        Report By
 NA1591  HISTORY     - 1942     MONUMENTED       CGS
 NA1591
 NA1591                          STATION DESCRIPTION
 NA1591
 NA1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1591'0.9 MI E FROM BOUCKVILLE.
 NA1591'0.9 MILE EAST ALONG U. S. HIGHWAY NO. 20 FROM THE POST OFFICE AT
 NA1591'BOUCKVILLE, AT AN INTERSECTION OF THE HIGHWAY AND A DIRT ENTRANCE
 NA1591'ROAD TO THE COLGATE UNIVERSITY AIRPORT, 150 FEET NORTH OF THE CENTER
 NA1591'LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE DIRT
 NA1591'ROAD, 4 FEET SOUTH OF TELEPHONE POLE NO. 12208, AND 2 FEET SOUTH OF A
 NA1591'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1358 ***********************************************************************
 OF1358  DESIGNATION -  COLLAMER
 OF1358  PID         -  OF1358
 OF1358  STATE/COUNTY-  NY/ONONDAGA
 OF1358  USGS QUAD   -  SYRACUSE EAST (1978)
 OF1358
 OF1358                         *CURRENT SURVEY CONTROL
 OF1358  ___________________________________________________________________
 OF1358* NAD 83(1996)-  43 06 15.15063(N)    076 03 52.14089(W)     ADJUSTED  
 OF1358* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 OF1358  ___________________________________________________________________
 OF1358  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OF1358  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 OF1358
 OF1358  HORZ ORDER  -  SECOND
 OF1358
 OF1358.The horizontal coordinates were established by classical geodetic methods
 OF1358.and adjusted by the National Geodetic Survey in January 1999..
 OF1358
 OF1358.The orthometric height was scaled from a topographic map.
 OF1358
 OF1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1358
 OF1358.The geoid height was determined by GEOID03.
 OF1358
 OF1358;                    North         East     Units Scale Factor Converg.
 OF1358;SPC NY C     -   344,876.891   292,233.343   MT  0.99995943   +0 21 16.4
 OF1358;SPC NY C     - 1,131,483.60    958,768.89   sFT  0.99995943   +0 21 16.4
 OF1358;UTM  18      - 4,772,936.935   413,382.131   MT  0.99969229   -0 43 38.8
 OF1358
 OF1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1358!SPC NY C     -   0.99998254  x   0.99995943  =   0.99994197
 OF1358!UTM  18      -   0.99998254  x   0.99969229  =   0.99967484
 OF1358
 OF1358:                Primary Azimuth Mark                     Grid Az
 OF1358:SPC NY C     -  COLLAMER AZ MK                           027 08 56.6
 OF1358:UTM  18      -  COLLAMER AZ MK                           028 13 51.8
 OF1358
 OF1358|---------------------------------------------------------------------|
 OF1358| PID    Reference Object                     Distance      Geod. Az  |
 OF1358|                                                           dddmmss.s |
 OF1358| CZ7654 COLLAMER AZ MK                                     0273013.0 |
 OF1358| OE1978 BRIDGEPORT                          APPROX. 9.7 KM 0530547.4 |
 OF1358| CZ7655 COLLAMER RM 1                        34.016 METERS 12626     |
 OF1358| CZ7656 COLLAMER RM 2                        45.805 METERS 20148     |
 OF1358| OF1356 SYRACUSE RAD WFBL TALLER MAST       APPROX. 2.3 KM 2325425.3 |
 OF1358| OF1361 COLLAMER METH CH SPIRE 1942           7.170 METERS 25700     |
 OF1358| OF1377 NORTH SYRACUSE WATER TANK           APPROX. 6.5 KM 3105137.5 |
 OF1358|---------------------------------------------------------------------|
 OF1358
 OF1358                          SUPERSEDED SURVEY CONTROL
 OF1358
 OF1358  NAD 83(1986)-  43 06 15.15645(N)    076 03 52.13939(W) AD(       ) 2
 OF1358  NAD 27      -  43 06 14.91600(N)    076 03 53.41900(W) AD(       ) 2
 OF1358
 OF1358.Superseded values are not recommended for survey control.
 OF1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1358.See file dsdata.txt to determine how the superseded data were derived.
 OF1358
 OF1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN1338272937(NAD 83)
 OF1358_MARKER: Z = SEE DESCRIPTION
 OF1358_SETTING: 0 = UNSPECIFIED SETTING
 OF1358
 OF1358  HISTORY     - Date     Condition        Report By
 OF1358  HISTORY     - 1942     MONUMENTED       CGS
 OF1358  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OF1358
 OF1358                          STATION DESCRIPTION
 OF1358
 OF1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1358'STATION IS LOCATED ABOUT 6 MILES NE OF SYRACUSE.  ABOUT 2-3/4
 OF1358'MILES N OF E SYRACUSE ON PROPERTY BELONGING TO THE COLLAMER
 OF1358'METHODIST CHURCH.  STATION IS IN CHURCHYARD 3 PACES SE OF SE
 OF1358'CORNER OF CHURCH, 4 PACES W OF CEMETERY FENCE, 18 PACES N OF
 OF1358'CENTER OF ROAD.  MARK IS A SQUARE CONCRETE MONUMENT WITH A
 OF1358'BRONZE DISK, FLUSH WITH GROUND.
 OF1358'
 OF1358'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 OF1358'IN NOTE 7A.
 OF1358'
 OF1358'REFERENCE MARK NO.1 IS 111.60 FEET S.E. OF STATION, 8 PACES S
 OF1358'OF CENTER OF ROAD, 11 PACES W OF TEL. POLE MARKED NYT 165.  MARK
 OF1358'IS A SQUARE CONCRETE MONUMENT WITH A BRONZE DISK, 4 INCHES
 OF1358'ABOVE GROUND.
 OF1358'
 OF1358'REFERENCE MARK NO.2 IS 150.28 FEET SW OF CHURCH, 21 PACES S
 OF1358'OF CENTER OF ROAD, AT NW CORNER OF TOWN OF DE WITT BLDG.  MARK
 OF1358'IS A SQUARE CONCRETE MONUMENT WITH A BRONZE DISK, 4 INCHES
 OF1358'ABOVE GROUND.
 OF1358'
 OF1358'AZIMUTH MARK IS REACHED BY GOING 0.2 MILE E, TURN LEFT AND GO
 OF1358'N FOR 0.4 MILE ON ROUTE 415 TO AZIMUTH MARK ON LEFT SIDE OF
 OF1358'ROAD.  MARK IS 7 PACES W OF CENTER OF ROAD.  IT IS A SQUARE
 OF1358'CONCRETE POST WITH BRONZE DISK AND PROJECTS 4 INCHES ABOVE GROUND.
 OF1358'
 OF1358'ALL DISKS ARE STAMPED WITH NAME AND DATE OF STATION.
 OF1358'
 OF1358'STATION IS REACHED FROM BRIDGEPORT AT THE JUNCTION OF STATE
 OF1358'ROUTES 31 AND 298 BY GOING SW ON ROUTE 298 FOR 3.2 MILES TO
 OF1358'CROSSROADS.  TURN RIGHT, W, WITH ROUTE 298 AND GO 3.35 MILES
 OF1358'TO STATION ON RIGHT IN METHODIST CHURCHYARD.
 OF1358'
 OF1358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF1358
 OF1358                          STATION RECOVERY (1973)
 OF1358
 OF1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OF1358'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OF1358'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED
 OF1358'DESTROYED BY NEW HOUSING IN THE VICINITY.  THE LINE IS BLOCKED
 OF1358'BY TREES AT STATION SO CHECK COULD NOT BE MADE.  ANGLE BETWEEN
 OF1358'RM 1 AND RM 2 CHECKED 38 SECONDS LOWER THAN PREVIOUS.  DISTANCE
 OF1358'TO RM 1 WAS FOUND TO BE .028 METER SHORTER THAN PREVIOUS.
 OF1358'DISTANCE TO RM 2 CHECKED .008 METER SHORTER THAN PREVIOUS.  A
 OF1358'COMPLETE DESCRIPTION FOLLOWS--
 OF1358'
 OF1358'STATION IS LOCATED IN COLLAMER, AT THE COLLAMER METHODIST
 OF1358'CHURCH, ALONG NORTHWEST SIDE OF STATE HIGHWAY 298.
 OF1358'
 OF1358'TO REACH STATION FROM THE MAIN INTERSECTION IN COLLAMER, GO
 OF1358'SOUTHWEST ON STATE HIGHWAY 298 FOR 0.2 MILE TO STATION ON RIGHT.
 OF1358'
 OF1358'STATION MARK IS A STANDARD DISK STAMPED COLLAMER 1942, SET IN
 OF1358'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT 1 INCH BENEATH
 OF1358'THE PEA-GRAVEL SURFACE OF A DRIVEWAY, DIRECTLY NORTHEAST,
 OF1358'OPPOSITE THE CENTER OF A DOUBLE-DOOR SERVICE ENTRANCE OF THE
 OF1358'CHURCH, WHICH HAS A LARGE CONCRETE SLAB IN FRONT OF IT.  THE
 OF1358'MARK IS 8.4 FEET NORTHEAST OF CENTER OF DOORS, 9.9 FEET
 OF1358'NORTH-NORTHEAST OF SOUTHEAST CORNER OF THE CHURCH, 2.6 FEET
 OF1358'NORTHEAST OF EDGE OF THE CONCRETE SLAB, 32.2 FEET
 OF1358'NORTH-NORTHWEST OF THE END OF THE CEMETERY FENCE AND 56 FEET
 OF1358'NORTHWEST OF CENTER LINE OF THE HIGHWAY.
 OF1358'
 OF1358'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLLAMER
 OF1358'NO 1 1942, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 OF1358'1 INCH BELOW GROUND LEVEL.  27.8 FEET SOUTHEAST OF CENTER LINE
 OF1358'OF HIGHWAY, 9.3 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 107-18,
 OF1358'5 FEET SOUTHWEST OF A 16-INCH MAPLE THAT IS TOPPED JUST BELOW
 OF1358'THE TELEPHONE WIRES, AND 16 INCHES EAST OF A METAL WITNESS POST.
 OF1358'
 OF1358'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLLAMER
 OF1358'NO 2 1942, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 OF1358'MONUMENT PROJECTING 1 INCH FROM GROUND.  IT IS 67.3 FEET
 OF1358'SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 59.6 FEET
 OF1358'SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 105-16, AND 2.8 FEET WEST
 OF1358'OF THE NORTHWEST CORNER OF AN OLD, SMALL WHITE HOUSE.
 OF1358'
 OF1358'DISTANCE FROM RM 1 TO RM 2 IS 49.655 METERS, (162.91 FEET).
 OF1358'
 OF1358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1358'AT COLLAMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1361 ***********************************************************************
 OF1361  DESIGNATION -  COLLAMER METH CH SPIRE 1942
 OF1361  PID         -  OF1361
 OF1361  STATE/COUNTY-  NY/ONONDAGA
 OF1361  USGS QUAD   -  SYRACUSE EAST (1978)
 OF1361
 OF1361                         *CURRENT SURVEY CONTROL
 OF1361  ___________________________________________________________________
 OF1361* NAD 83(1996)-  43 06 15.09835(N)    076 03 52.44985(W)     ADJUSTED  
 OF1361* NAVD 88     -                                                        
 OF1361  ___________________________________________________________________
 OF1361  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 OF1361  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 OF1361
 OF1361  HORZ ORDER  -  THIRD
 OF1361
 OF1361.The horizontal coordinates were established by classical geodetic methods
 OF1361.and adjusted by the National Geodetic Survey in January 1999..
 OF1361
 OF1361
 OF1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1361
 OF1361.The geoid height was determined by GEOID03.
 OF1361
 OF1361;                    North         East     Units Scale Factor Converg.
 OF1361;SPC NY C     -   344,875.234   292,226.367   MT  0.99995943   +0 21 16.2
 OF1361;SPC NY C     - 1,131,478.16    958,746.01   sFT  0.99995943   +0 21 16.2
 OF1361;UTM  18      - 4,772,935.411   413,375.127   MT  0.99969231   -0 43 39.0
 OF1361
 OF1361                          SUPERSEDED SURVEY CONTROL
 OF1361
 OF1361  NAD 83(1986)-  43 06 15.10417(N)    076 03 52.44835(W) AD(       ) 4
 OF1361  NAD 27      -  43 06 14.86400(N)    076 03 53.72800(W) AD(       ) 3
 OF1361
 OF1361.Superseded values are not recommended for survey control.
 OF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1361.See file dsdata.txt to determine how the superseded data were derived.
 OF1361
 OF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN1337572935(NAD 83)
 OF1361
 OF1361  HISTORY     - Date     Condition        Report By
 OF1361  HISTORY     - 1942     MONUMENTED       CGS
 OF1361  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OF1361
 OF1361                          STATION DESCRIPTION
 OF1361
 OF1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1361'COLLAMER METHODIST CHURCH - A WOODEN FRAME STRUCTURE LOCATED IN
 OF1361'THE TOWN OF COLLAMER N.Y. ON THE N SIDE OF ROUTE 298.  CHURCH
 OF1361'SPIRE TIED TO STATION COLLAMER NEARBY BY ANGLE AND DISTANCE.
 OF1361
 OF1361                          STATION RECOVERY (1966)
 OF1361
 OF1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 OF1361'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0836 ***********************************************************************
 OG0836  DESIGNATION -  COLLEGE
 OG0836  PID         -  OG0836
 OG0836  STATE/COUNTY-  NY/NIAGARA
 OG0836  USGS QUAD   -  
 OG0836
 OG0836                         *CURRENT SURVEY CONTROL
 OG0836  ___________________________________________________________________
 OG0836* NAD 83(1996)-  43 08 16.86455(N)    079 02 26.39402(W)     ADJUSTED  
 OG0836* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 OG0836  ___________________________________________________________________
 OG0836  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 OG0836  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OG0836
 OG0836  HORZ ORDER  -  THIRD
 OG0836
 OG0836.The horizontal coordinates were established by classical geodetic methods
 OG0836.and adjusted by the National Geodetic Survey in January 1999..
 OG0836
 OG0836.The orthometric height was scaled from a topographic map.
 OG0836
 OG0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0836
 OG0836.The geoid height was determined by GEOID03.
 OG0836
 OG0836;                    North         East     Units Scale Factor Converg.
 OG0836;SPC NY W     -   348,603.575   312,794.607   MT  0.99995452   -0 18 45.7
 OG0836;SPC NY W     - 1,143,710.23  1,026,226.97   sFT  0.99995452   -0 18 45.7
 OG0836;UTM  17      - 4,778,004.963   659,346.320   MT  0.99991236   +1 20 24.0
 OG0836
 OG0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0836!SPC NY W     -   0.99997866  x   0.99995452  =   0.99993318
 OG0836!UTM  17      -   0.99997866  x   0.99991236  =   0.99989103
 OG0836
 OG0836|---------------------------------------------------------------------|
 OG0836| PID    Reference Object                     Distance      Geod. Az  |
 OG0836|                                                           dddmmss.s |
 OG0836| CZ9261 COLLEGE RM 1                                       04800     |
 OG0836| CZ9262 COLLEGE RM 2                         31.592 METERS 09953     |
 OG0836| OG0846 DEVIL SUB IBC                       APPROX. 0.5 KM 2233340.3 |
 OG0836|---------------------------------------------------------------------|
 OG0836
 OG0836                          SUPERSEDED SURVEY CONTROL
 OG0836
 OG0836  NAD 83(1986)-  43 08 16.87015(N)    079 02 26.39124(W) AD(       ) 3
 OG0836  NAD 27      -  43 08 16.67543(N)    079 02 27.22819(W) AD(       ) 3
 OG0836
 OG0836.Superseded values are not recommended for survey control.
 OG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0836.See file dsdata.txt to determine how the superseded data were derived.
 OG0836
 OG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5934678005(NAD 83)
 OG0836_MARKER: DD = SURVEY DISK
 OG0836_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0836
 OG0836  HISTORY     - Date     Condition        Report By
 OG0836  HISTORY     - 1912     MONUMENTED       IWC
 OG0836  HISTORY     - 1956     GOOD             IBC
 OG0836  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0836
 OG0836                          STATION DESCRIPTION
 OG0836
 OG0836'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0836'ON THE HIGH BANK OVERLOOKING THE NIAGARA RIVER, ON THE OPPOSITE SIDE
 OG0836'OF THE CONCRETE HIGHWAY FROM THE NIAGARA UNIVERSITY BUILDINGS.  THE
 OG0836'STATION IS WEST OF THE SOUTH END OF THE MOST NORTHERLY BUILDING WHICH
 OG0836'HAS A CUPOLA SURMOUNTED BY A CROSS.  IT IS 10 FEET EAST OF THE EDGE
 OG0836'OF THE CLIFF ABOVE THE NIAGARA GORGE RAILWAY AND 15 FEET BELOW THE
 OG0836'LEVEL OF THE HIGHWAY.  REFERENCES OK.
 OG0836'
 OG0836'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0836'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0836'8 INCHES IN DIAMETER AND 2-1/2 FEET IN DEPTH.  THE SUBSURFACE MARK
 OG0836'IS A BRASS SCREW SET 2-1/2 FEET UNDERGROUND IN THE TOP OF A CYLINDER
 OG0836'OF CONCRETE 8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.  THERE ARE TWO
 OG0836'REFERENCES.  NO 1 IS A DRILL HOLE IN THE WEST CURB OF THE HIGHWAY
 OG0836'AT A POINT OPPOSITE THE MAIN DOOR OF THE MOST NORTHERLY BUILDING
 OG0836'AND JUST SOUTH OF A CURVE IN THE HIGHWAY.  NO 2 IS A DRILL HOLE IN
 OG0836'THE WEST CURB OF THE HIGHWAY ON THE BANK ABOVE AN OVERTURNED
 OG0836'OCTAGONAL PILLAR OF CONCRETE ABOUT 4 FEET IN DIAMETER AND 10 FEET IN
 OG0836'LENGTH.  THE PILLAR LIES BELOW THE BANK ABOUT 20 FEET WEST OF THE
 OG0836'CURB.  SLOPE DISTANCES TO THE REFERENCES ARE--RM1 - 145.55 FEET AND
 OG0836'RM2 - 103.65 FEET.
 OG0836
 OG0836                          STATION RECOVERY (1956)
 OG0836
 OG0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0836'STATION RECOVERED IN GOOD CONDITION.
 OG0836
 OG0836                          STATION RECOVERY (1971)
 OG0836
 OG0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0836'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2146 ***********************************************************************
 KU2146  DESIGNATION -  COLLEGE POINT REEF LIGHT
 KU2146  PID         -  KU2146
 KU2146  STATE/COUNTY-  NY/QUEENS
 KU2146  USGS QUAD   -  FLUSHING (1979)
 KU2146
 KU2146                         *CURRENT SURVEY CONTROL
 KU2146  ___________________________________________________________________
 KU2146* NAD 83(1996)-  40 47 51.49393(N)    073 51 03.35985(W)     ADJUSTED  
 KU2146* NAVD 88     -                                                        
 KU2146  ___________________________________________________________________
 KU2146  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 KU2146  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU2146
 KU2146  HORZ ORDER  -  THIRD
 KU2146
 KU2146.The horizontal coordinates were established by classical geodetic methods
 KU2146.and adjusted by the National Geodetic Survey in January 1999..
 KU2146
 KU2146
 KU2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2146
 KU2146.The geoid height was determined by GEOID03.
 KU2146
 KU2146;                    North         East     Units Scale Factor Converg.
 KU2146;SPC NY L     -    70,077.572   312,579.970   MT  0.99999532   +0 05 51.0
 KU2146;SPC NY L     -   229,912.83  1,025,522.78   sFT  0.99999532   +0 05 51.0
 KU2146;SPC NY E     -   218,279.734   204,770.723   MT  0.99993691   +0 25 26.8
 KU2146;SPC NY E     -   716,139.43    671,818.61   sFT  0.99993691   +0 25 26.8
 KU2146;UTM  18      - 4,516,928.413   596,934.194   MT  0.99971565   +0 45 03.0
 KU2146
 KU2146                          SUPERSEDED SURVEY CONTROL
 KU2146
 KU2146  NAD 83(1996)-  40 47 51.49484(N)    073 51 03.36022(W) AD(       ) 4
 KU2146  NAD 83(1992)-  40 47 51.49317(N)    073 51 03.36131(W) AD(       ) 4
 KU2146  NAD 83(1986)-  40 47 51.49540(N)    073 51 03.36020(W) AD(       ) 4
 KU2146
 KU2146.Superseded values are not recommended for survey control.
 KU2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2146.See file dsdata.txt to determine how the superseded data were derived.
 KU2146
 KU2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9693416928(NAD 83)
 KU2146_MARKER: 14 = NAVIGATION LIGHT
 KU2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2146+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 KU2146
 KU2146  HISTORY     - Date     Condition        Report By
 KU2146  HISTORY     - 1986     FIRST OBSERVED   NOS
 KU2146  HISTORY     - 20050410 GOOD             GEOCAC
 KU2146
 KU2146                          STATION DESCRIPTION
 KU2146
 KU2146'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2146'THE STATION IS LOCATED ON THE EAST RIVER, NORTH OF COLLEGE POINT
 KU2146'IN THE BUROUGH OF QUEENS, NEW YORK CITY.
 KU2146'
 KU2146'THE STATION CAN ONLY BE REACHED BY BOAT.
 KU2146'
 KU2146'THE POINT INTERSECTED WAS THE CENTER OF THE WHITE LIGHT ATOP THE
 KU2146'SKELETAL TOWER.  THE STATION IS LISTED AS NUMBER 25840 IN THE 1986
 KU2146'COAST GUARD LIGHT LIST.
 KU2146'
 KU2146'DESCRIBED BY R DECROIX.
 KU2146
 KU2146                          STATION RECOVERY (2005)
 KU2146
 KU2146'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU2146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3819 ***********************************************************************
 KU3819  DESIGNATION -  COLLEGE PT AMER RUBBER PLT CHY
 KU3819  PID         -  KU3819
 KU3819  STATE/COUNTY-  NY/QUEENS
 KU3819  USGS QUAD   -  FLUSHING (1979)
 KU3819
 KU3819                         *CURRENT SURVEY CONTROL
 KU3819  ___________________________________________________________________
 KU3819* NAD 83(1996)-  40 47 00.63288(N)    073 51 15.21164(W)     ADJUSTED  
 KU3819* NAVD 88     -                                                        
 KU3819  ___________________________________________________________________
 KU3819  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KU3819  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KU3819
 KU3819  HORZ ORDER  -  THIRD
 KU3819
 KU3819.The horizontal coordinates were established by classical geodetic methods
 KU3819.and adjusted by the National Geodetic Survey in January 1999..
 KU3819
 KU3819
 KU3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3819
 KU3819.The geoid height was determined by GEOID03.
 KU3819
 KU3819;                    North         East     Units Scale Factor Converg.
 KU3819;SPC NY L     -    68,508.193   312,304.751   MT  0.99999557   +0 05 43.3
 KU3819;SPC NY L     -   224,763.96  1,024,619.84   sFT  0.99999557   +0 05 43.3
 KU3819;SPC NY E     -   216,708.905   204,504.468   MT  0.99993655   +0 25 18.6
 KU3819;SPC NY E     -   710,985.80    670,945.08   sFT  0.99993655   +0 25 18.6
 KU3819;UTM  18      - 4,515,356.439   596,676.957   MT  0.99971504   +0 44 54.5
 KU3819
 KU3819                          SUPERSEDED SURVEY CONTROL
 KU3819
 KU3819  NAD 83(1996)-  40 47 00.63373(N)    073 51 15.21193(W) AD(       ) 4
 KU3819  NAD 83(1992)-  40 47 00.63288(N)    073 51 15.21256(W) AD(       ) 4
 KU3819  NAD 83(1986)-  40 47 00.63598(N)    073 51 15.21114(W) AD(       ) 4
 KU3819  NAD 27      -  40 47 00.27800(N)    073 51 16.72500(W) AD(       ) 3
 KU3819
 KU3819.Superseded values are not recommended for survey control.
 KU3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3819.See file dsdata.txt to determine how the superseded data were derived.
 KU3819
 KU3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9667715356(NAD 83)
 KU3819_MARKER: 85 = CHIMNEY
 KU3819
 KU3819  HISTORY     - Date     Condition        Report By
 KU3819  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3819
 KU3819                          STATION DESCRIPTION
 KU3819
 KU3819'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3819'THE CHIMNEY, S OF EAST RIVER, IN THE VICINITY OF COLLEGE POINT ON
 KU3819'THE S SIDE OF 15TH AVENUE BETWEEN 112TH AND 113TH STREETS, ON THE
 KU3819'PROPERTY OF THE AMERICAN HARD RUBBER PLANT.  IT IS A YELLOW BRICK
 KU3819'CHIMNEY.
 KU3819'
 KU3819'STATION IS THE CHIMNEYS TOP-CENTER, APPROXIMATELY 175 FEET ABOVE
 KU3819'GROUND.
 KU3819'
 KU3819'THIS PLANT IS IN PROCESS OF DEMOLITION, HENCE THE CHIMNEY MAY BE
 KU3819'TAKEN DOWN IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3860 ***********************************************************************
 KU3860  DESIGNATION -  COLLEGE PT CITY NY WT WK SPIPE
 KU3860  PID         -  KU3860
 KU3860  STATE/COUNTY-  NY/QUEENS
 KU3860  USGS QUAD   -  FLUSHING (1979)
 KU3860
 KU3860                         *CURRENT SURVEY CONTROL
 KU3860  ___________________________________________________________________
 KU3860* NAD 83(1996)-  40 47 07.99865(N)    073 50 35.88960(W)     ADJUSTED  
 KU3860* NAVD 88     -                                                        
 KU3860  ___________________________________________________________________
 KU3860  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KU3860  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU3860
 KU3860  HORZ ORDER  -  THIRD
 KU3860
 KU3860.The horizontal coordinates were established by classical geodetic methods
 KU3860.and adjusted by the National Geodetic Survey in January 1999..
 KU3860
 KU3860
 KU3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3860
 KU3860.The geoid height was determined by GEOID03.
 KU3860
 KU3860;                    North         East     Units Scale Factor Converg.
 KU3860;SPC NY L     -    68,736.997   313,226.330   MT  0.99999553   +0 06 09.0
 KU3860;SPC NY L     -   225,514.63  1,027,643.38   sFT  0.99999553   +0 06 09.0
 KU3860;SPC NY E     -   216,942.943   205,424.675   MT  0.99993780   +0 25 44.3
 KU3860;SPC NY E     -   711,753.64    673,964.12   sFT  0.99993780   +0 25 44.3
 KU3860;UTM  18      - 4,515,595.666   597,595.611   MT  0.99971723   +0 45 20.3
 KU3860
 KU3860                          SUPERSEDED SURVEY CONTROL
 KU3860
 KU3860  NAD 83(1996)-  40 47 07.99950(N)    073 50 35.88998(W) AD(       ) 4
 KU3860  NAD 83(1992)-  40 47 07.99872(N)    073 50 35.89062(W) AD(       ) 4
 KU3860  NAD 83(1986)-  40 47 08.00189(N)    073 50 35.88912(W) AD(       ) 4
 KU3860  NAD 27      -  40 47 07.62100(N)    073 50 37.41400(W) AD(       ) 3
 KU3860
 KU3860.Superseded values are not recommended for survey control.
 KU3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3860.See file dsdata.txt to determine how the superseded data were derived.
 KU3860
 KU3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9759615596(NAD 83)
 KU3860_MARKER: 52 = STANDPIPE TANK
 KU3860
 KU3860  HISTORY     - Date     Condition        Report By
 KU3860  HISTORY     - 1915     FIRST OBSERVED   CGS
 KU3860  HISTORY     - 1932     GOOD             CGS
 KU3860
 KU3860                          STATION DESCRIPTION
 KU3860
 KU3860'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3860'RECOVERED, IN GOOD CONDITION, RENAMED STANDPIPE (COLLEGE POINT).
 KU3860'
 KU3860'THE STANDPIPE, S OF EAST RIVER, IN THE VICINITY OF COLLEGE POINT
 KU3860'ON THE NW CORNER OF 14TH AVENUE AND 125TH STREET, ON THE PROPERTY
 KU3860'OF THE CITY OF NEW YORK WATER WORKS.  IT IS A GREY, STEEL
 KU3860'STANDPIPE RISING FROM THE GROUND.
 KU3860'
 KU3860'STATION IS THE STANDPIPES TOP-CENTER, APPROXIMATELY 120 FEET ABOVE
 KU3860'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3817 ***********************************************************************
 KU3817  DESIGNATION -  COLLEGE PT REEF BEACON
 KU3817  PID         -  KU3817
 KU3817  STATE/COUNTY-  NY/QUEENS
 KU3817  USGS QUAD   -  FLUSHING (1979)
 KU3817
 KU3817                         *CURRENT SURVEY CONTROL
 KU3817  ___________________________________________________________________
 KU3817* NAD 83(1996)-  40 47 51.49915(N)    073 51 03.36627(W)     ADJUSTED  
 KU3817* NAVD 88     -                                                        
 KU3817  ___________________________________________________________________
 KU3817  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 KU3817  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU3817
 KU3817  HORZ ORDER  -  THIRD
 KU3817
 KU3817.The horizontal coordinates were established by classical geodetic methods
 KU3817.and adjusted by the National Geodetic Survey in January 1999..
 KU3817
 KU3817
 KU3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3817
 KU3817.The geoid height was determined by GEOID03.
 KU3817
 KU3817;                    North         East     Units Scale Factor Converg.
 KU3817;SPC NY L     -    70,077.732   312,579.820   MT  0.99999532   +0 05 51.0
 KU3817;SPC NY L     -   229,913.36  1,025,522.29   sFT  0.99999532   +0 05 51.0
 KU3817;SPC NY E     -   218,279.894   204,770.572   MT  0.99993691   +0 25 26.8
 KU3817;SPC NY E     -   716,139.95    671,818.12   sFT  0.99993691   +0 25 26.8
 KU3817;UTM  18      - 4,516,928.572   596,934.042   MT  0.99971565   +0 45 03.0
 KU3817
 KU3817                          SUPERSEDED SURVEY CONTROL
 KU3817
 KU3817  NAD 83(1996)-  40 47 51.50006(N)    073 51 03.36665(W) AD(       ) 4
 KU3817  NAD 83(1992)-  40 47 51.49919(N)    073 51 03.36735(W) AD(       ) 4
 KU3817  NAD 83(1986)-  40 47 51.50217(N)    073 51 03.36586(W) AD(       ) 4
 KU3817  NAD 27      -  40 47 51.13200(N)    073 51 04.89000(W) AD(       ) 3
 KU3817
 KU3817.Superseded values are not recommended for survey control.
 KU3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3817.See file dsdata.txt to determine how the superseded data were derived.
 KU3817
 KU3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9693416929(NAD 83)
 KU3817_MARKER: 14 = NAVIGATION LIGHT
 KU3817
 KU3817  HISTORY     - Date     Condition        Report By
 KU3817  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3817
 KU3817                          STATION DESCRIPTION
 KU3817
 KU3817'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3817'THE LIGHTED BEACON, ON THE S SIDE OF EAST RIVER, APPROXIMATELY 1/4
 KU3817'MILE OFF THE N SHORE OF COLLEGE POINT ON COLLEGE POINT REEF,
 KU3817'KNOWN AS COLLEGE POINT REEF.  IT IS A BLACK, PYRAMIDAL SKELETON
 KU3817'TOWER WITH A WHITE TANK HOUSE RISING FROM A BLACK BASE.
 KU3817'
 KU3817'THE STATION IS THE LANTERN-APEX, 27 FEET ABOVE HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4530 ***********************************************************************
 LX4530  DESIGNATION -  COLLEGE RM 1=COLLEGE ECC
 LX4530  PID         -  LX4530
 LX4530  STATE/COUNTY-  NY/DUTCHESS
 LX4530  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4530
 LX4530                         *CURRENT SURVEY CONTROL
 LX4530  ___________________________________________________________________
 LX4530* NAD 83(1996)-  41 42 43.35628(N)    073 54 54.09990(W)     ADJUSTED  
 LX4530* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 LX4530  ___________________________________________________________________
 LX4530  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 LX4530  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX4530
 LX4530  HORZ ORDER  -  FIRST
 LX4530
 LX4530.The horizontal coordinates were established by classical geodetic methods
 LX4530.and adjusted by the National Geodetic Survey in January 1999..
 LX4530
 LX4530.The orthometric height was scaled from a topographic map.
 LX4530
 LX4530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4530
 LX4530.The geoid height was determined by GEOID03.
 LX4530
 LX4530;                    North         East     Units Scale Factor Converg.
 LX4530;SPC NY E     -   319,785.115   198,678.515   MT  0.99992915   +0 23 21.3
 LX4530;SPC NY E     - 1,049,161.66    651,831.09   sFT  0.99992915   +0 23 21.3
 LX4530;UTM  18      - 4,618,374.209   590,259.414   MT  0.99970025   +0 43 19.1
 LX4530
 LX4530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4530!SPC NY E     -   0.99998681  x   0.99992915  =   0.99991596
 LX4530!UTM  18      -   0.99998681  x   0.99970025  =   0.99968706
 LX4530
 LX4530|---------------------------------------------------------------------|
 LX4530| PID    Reference Object                     Distance      Geod. Az  |
 LX4530|                                                           dddmmss.s |
 LX4530| LX4530 COLLEGE RM 1=COLLEGE ECC              0.000 METERS 00000     |
 LX4530| LX4535 POUGHKEEPSIE VASSAR COLL TANK       APPROX. 3.5 KM 1461704.9 |
 LX4530| LX4534 POUGHKEEPSIE VASSAR COLL STACK      APPROX. 3.4 KM 1475759.2 |
 LX4530| CB3857 COLLEGE RM 2                         43.285 METERS 15610     |
 LX4530| LX4529 POUGHKEEPSIE COLLEGE HILL FLAG       73.782 METERS 18533     |
 LX4530| LX4545 POUGHKEEPSIE FIRST PRESB CH         APPROX. 1.4 KM 2120623.3 |
 LX4530| LX4543 POUGHKEEPSIE LUCKEY PLATT TK        APPROX. 1.4 KM 2214143.0 |
 LX4530| LX4541 POUGHKEEPSIE MILL ST CONG CH        APPROX. 1.2 KM 2340621.0 |
 LX4530| LX4495 POUGHKEEPSIE CENT HUD GAS STK       APPROX. 2.1 KM 2642334.1 |
 LX4530| CB3858 COLLEGE ECC RM 3                     23.348 METERS 28200     |
 LX4530| LX4544 POUGHKEEPSIE HUD R ST HOSP STK      APPROX. 2.6 KM 3400419.5 |
 LX4530|---------------------------------------------------------------------|
 LX4530
 LX4530                          SUPERSEDED SURVEY CONTROL
 LX4530
 LX4530  NAD 83(1986)-  41 42 43.35829(N)    073 54 54.10095(W) AD(       ) 1
 LX4530  NAD 27      -  41 42 43.02300(N)    073 54 55.60800(W) AD(       ) 1
 LX4530
 LX4530.Superseded values are not recommended for survey control.
 LX4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4530.See file dsdata.txt to determine how the superseded data were derived.
 LX4530
 LX4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9025918374(NAD 83)
 LX4530_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4530
 LX4530  HISTORY     - Date     Condition        Report By
 LX4530  HISTORY     - 1938     MONUMENTED       CGS
 LX4530  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4530  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX4530  HISTORY     - 20060102 GOOD             INDIV
 LX4530
 LX4530                          STATION DESCRIPTION
 LX4530
 LX4530'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4530'STATION IS ON COLLEGE HILL IN NE PART OF POUGHKEEPSIE.  REFERENCE
 LX4530'MARK NO.1 COLLEGE 1933 IS USED AS STATION.  MARK IS STAMPED
 LX4530'COLLEGE 1 1933.  OLD STATION MARK WAS DESTROYED WHEN A NEW
 LX4530'BUILDING CALLED THE SHELTER WAS BUILT.  MARK IS SET IN AN
 LX4530'8-INCH CONCRETE BLOCK FLUSH WITH GROUND, 59.15 FEET NW OF NE
 LX4530'CORNER OF THE SHELTER AND 46.35 FEET NE OF NW CORNER OF THE
 LX4530'SHELTER.
 LX4530'
 LX4530'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4530'CONCRETE AS DESCRIBED IN NOTE 11A.
 LX4530'
 LX4530'REFERENCE MARK NO.2 FOR COLLEGE 1933 IS SE OF STATION AND
 LX4530'APPROXIMATELY 25 FEET SE OF SE CORNER OF E STEPS TO THE SHELTER,
 LX4530'APPROXIMATELY 32 FEET NE OF SE CORNER OF BUILDING AND IS
 LX4530'STAMPED COLLEGE 2 1933.
 LX4530'
 LX4530'A NEW REFERENCE MARK WAS SET, STAMPED COLLEGE ECC NO.3 1938.  MARK
 LX4530'IS E OF STATION SET FLUSH WITH GROUND.
 LX4530'
 LX4530'A TALL THIN CHURCH SPIRE WITH CROSS SW OF STATION WAS USED AS
 LX4530'AN AZIMUTH.
 LX4530'
 LX4530'TO REACH FROM INTERSECTION OF MARKET AND MAIN ST., IN
 LX4530'POUGHKEEPSIE, GO E ON MAIN ST. 0.45 MILE TO TRAFFIC LIGHT.  TURN
 LX4530'L AND TAKE N. CLINTON ST. OUT OF SQUARE.  FOLLOW THIS STREET 0.65
 LX4530'MILE TO COLLEGE HILL PARK ROAD.  TURN R ON IT AND CONTINUE TO TOP
 LX4530'OF HILL AND STATION.
 LX4530'
 LX4530'64-FOOT TOWER IS NECESSARY TO SEE OVER TREES.
 LX4530'
 LX4530'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS
 LX4530
 LX4530                          STATION RECOVERY (1963)
 LX4530
 LX4530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX4530'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 2 WAS
 LX4530'RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 3 WAS NOT RECOVERED.
 LX4530
 LX4530                          STATION RECOVERY (1976)
 LX4530
 LX4530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 LX4530'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  RM 3 IS WEST OF
 LX4530'STATION MARK INSTEAD OF EAST AS DESCRIBED IN 1938.  VIEW FROM
 LX4530'STATION IS BLOCKED IN MOST DIRECTIONS BY TREES, BUT IT IS
 LX4530'POSSIBLE TO SEE THROUGH GAPS TO NORTH AND NORTHEAST.
 LX4530'
 LX4530'STATION IS LOCATED ON THE LAWN AT THE NORTH END OF A LARGE
 LX4530'OPEN-AIR BUILDING KNOWN AS THE SHELTER, ON COLLEGE HILL.  STATION
 LX4530'MARK IS A REFERENCE MARK DISK STAMPED COLLEGE 1 1933, SET IN THE
 LX4530'TOP OF A CONCRETE MONUMENT FLUSH WITH LAWN.  IT IS 46.5 FEET
 LX4530'NORTHEAST OF NORTHWEST CORNER OF THE BUILDING, 60.0 FEET
 LX4530'NORTHWEST OR NORTHEAST CORNER, AND 25.0 FEET DUE NORTH OF
 LX4530'NORTHWEST CORNER OF THE CONCRETE STEPS.
 LX4530'
 LX4530'RM NO.2 IS A STANDARD DISK STAMPED COLLEGE 2 1933, SET IN THE
 LX4530'TOP OF A CONCRETE MONUMENT FLUSH WITH THE LAWN.  IT IS 33.8 FEET
 LX4530'EAST OF SOUTHEAST CORNER OF THE BUILDING AND 26.0 FEET SOUTHEAST OF
 LX4530'THE SOUTHEAST CORNER OF THE CONCRETE STEP ON EAST SIDE OF
 LX4530'THE BUILDING.
 LX4530'
 LX4530'RM NO.3 IS A STANDARD DISK STAMPED COLLEGE ECC NO 3 1938, SET
 LX4530'IN THE TOP OF A CONCRETE MONUMENT 2 INCHES BELOW GROUND
 LX4530'SURFACE.  IT IS 63.0 FEET WEST-NORTHWEST OF NORTHWEST CORNER
 LX4530'OF THE BUILDING, 76.593 FEET WEST OF STATION MARK, 14.3 FEET
 LX4530'EAST OF THE CENTER OF A HUGE, 40-INCH-DIAMETER TREE, 4 FEET
 LX4530'EAST-SOUTHEAST OF A PARK BENCH AND ABOUT 4-1/2 FEET LOWER THAN
 LX4530'STATION MARK.
 LX4530'
 LX4530'TO REACH STATION FROM THE JUNCTION OF NY RTES. 9 AND 9G IN
 LX4530'POUGHKEEPSIE, GO SOUTH ON RTE. 9G FOR 0.7 MILE.  TURN LEFT AND
 LX4530'GO NORTHEAST ON PARKER AVE. FOR 0.7 MILE TO CROSSROAD.  GO RIGHT
 LX4530'ON N. CLINTON FOR 0.1 MILE.  TURN LEFT AND GO EASTERLY UP
 LX4530'MACADAM DRIVEWAY INTO PARK AND FOLLOW IT FOR 0.5 MILE TO TOP
 LX4530'OF HILL AND STATION.
 LX4530'
 LX4530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4530'IN POUGHKEEPSIE.
 LX4530
 LX4530                          STATION RECOVERY (2006)
 LX4530
 LX4530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SRM)
 LX4530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2390 ***********************************************************************
 MZ2390  DESIGNATION -  COLLIE
 MZ2390  PID         -  MZ2390
 MZ2390  STATE/COUNTY-  NY/RENSSELAER
 MZ2390  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ2390
 MZ2390                         *CURRENT SURVEY CONTROL
 MZ2390  ___________________________________________________________________
 MZ2390* NAD 83(1996)-  42 35 54.61844(N)    073 44 16.72665(W)     ADJUSTED  
 MZ2390* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 MZ2390  ___________________________________________________________________
 MZ2390  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 MZ2390  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 MZ2390
 MZ2390  HORZ ORDER  -  THIRD
 MZ2390
 MZ2390.The horizontal coordinates were established by classical geodetic methods
 MZ2390.and adjusted by the National Geodetic Survey in January 1999..
 MZ2390
 MZ2390.The orthometric height was scaled from a topographic map.
 MZ2390
 MZ2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2390
 MZ2390.The geoid height was determined by GEOID03.
 MZ2390
 MZ2390;                    North         East     Units Scale Factor Converg.
 MZ2390;SPC NY E     -   418,356.278   212,532.815   MT  0.99994809   +0 30 56.9
 MZ2390;SPC NY E     - 1,372,557.22    697,284.74   sFT  0.99994809   +0 30 56.9
 MZ2390;UTM  18      - 4,717,002.881   603,533.131   MT  0.99973188   +0 51 15.4
 MZ2390
 MZ2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2390!SPC NY E     -   0.99998802  x   0.99994809  =   0.99993611
 MZ2390!UTM  18      -   0.99998802  x   0.99973188  =   0.99971990
 MZ2390
 MZ2390:                Primary Azimuth Mark                     Grid Az
 MZ2390:SPC NY E     -  TELLER HILL STANDPIPE                    013 00 14.4
 MZ2390:UTM  18      -  TELLER HILL STANDPIPE                    012 39 55.9
 MZ2390
 MZ2390|---------------------------------------------------------------------|
 MZ2390| PID    Reference Object                     Distance      Geod. Az  |
 MZ2390|                                                           dddmmss.s |
 MZ2390| MZ2394 TELLER HILL STANDPIPE               APPROX. 1.8 KM 0133111.3 |
 MZ2390| MZ2391 JOE                                 APPROX. 1.9 KM 1795424.0 |
 MZ2390| MZ2504 BEAR ISLAND LIGHT                   APPROX. 4.8 KM 1975838.7 |
 MZ2390| MZ2479 STAATS POINT LIGHT                  APPROX. 3.2 KM 1992541.2 |
 MZ2390| DA3264 COLLIE RM 2                          17.864 METERS 20307     |
 MZ2390| MZ2554 VAN WIES POINT DIKE LIGHT           APPROX. 2.6 KM 2044141.0 |
 MZ2390| MZ2499 VAN WIES POINT LIGHT                APPROX. 2.2 KM 2270435.3 |
 MZ2390| MZ2538 BEACON ISLAND LIGHT                 APPROX. 2.1 KM 2824823.4 |
 MZ2390| MZ2549 NEW SCOTLAND MUN TANK               APPROX. 7.4 KM 2893232.4 |
 MZ2390| DA3263 COLLIE RM 1                          16.833 METERS 30417     |
 MZ2390| MZ2546 CROSS OVER LIGHT                    APPROX. 2.6 KM 3102203.5 |
 MZ2390| MZ2443 ALBANY SAINT PATRICKS CH SPIRE      APPROX. 7.8 KM 3392605.0 |
 MZ2390| MZ2447 ALBANY CATHEDRAL S SPIRE            APPROX. 5.7 KM 3415234.2 |
 MZ2390| MZ2450 ALBANY CATHEDRAL N SPIRE            APPROX. 5.7 KM 3420511.9 |
 MZ2390| MZ2449 ALBANY REFORMED DUTCH LUTH CH       APPROX. 6.0 KM 3425344.5 |
 MZ2390| MZ2446 ALBANY ST OFF BLDG LIGHTN ROD       APPROX. 6.4 KM 3434934.6 |
 MZ2390| MZ2431 GENERAL ANILINE CO TANK             APPROX. 3.7 KM 3455102.4 |
 MZ2390| MZ2427 RENSSELAER GEN ANILINE WKS STK      APPROX. 3.6 KM 3464300.5 |
 MZ2390| MZ2453 ALBANY CITY HALL SPIRE              APPROX. 6.1 KM 3465533.2 |
 MZ2390| MZ2432 RENSSELAER DUNN BRI E TWR LT        APPROX. 4.8 KM 3493216.5 |
 MZ2390| MZ2430 ALBANY DEL AND HUD BLDG SPIRE       APPROX. 5.6 KM 3501517.7 |
 MZ2390| MZ2451 LOUDENVILLE MUNICIPAL TANK          APPROX.10.5 KM 3503208.8 |
 MZ2390| MZ2416 RENSSELAER SAINT JOHN CH SPIRE      APPROX. 4.7 KM 3592141.1 |
 MZ2390|---------------------------------------------------------------------|
 MZ2390
 MZ2390                          SUPERSEDED SURVEY CONTROL
 MZ2390
 MZ2390  NAD 83(1996)-  42 35 54.62075(N)    073 44 16.72788(W) AD(       ) 3
 MZ2390  NAD 83(1996)-  42 35 54.62098(N)    073 44 16.72786(W) AD(       ) 3
 MZ2390  NAD 83(1992)-  42 35 54.62122(N)    073 44 16.72754(W) AD(       ) 3
 MZ2390  NAD 83(1992)-  42 35 54.62149(N)    073 44 16.72753(W) AD(       ) 3
 MZ2390  NAD 83(1986)-  42 35 54.62173(N)    073 44 16.72683(W) AD(       ) 3
 MZ2390  NAD 27      -  42 35 54.33800(N)    073 44 18.29200(W) AD(       ) 3
 MZ2390
 MZ2390.Superseded values are not recommended for survey control.
 MZ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2390.See file dsdata.txt to determine how the superseded data were derived.
 MZ2390
 MZ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0353317003(NAD 83)
 MZ2390_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2390
 MZ2390  HISTORY     - Date     Condition        Report By
 MZ2390  HISTORY     - 1934     MONUMENTED       CGS
 MZ2390  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2390
 MZ2390                          STATION DESCRIPTION
 MZ2390
 MZ2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2390'ON THE E SIDE OF THE HUDSON RIVER ABOUT 2 MILES S OF CLINTON
 MZ2390'HEIGHTS AND 1 MILE N OF E GREENBUSH STATION, NEAR THE W CREST
 MZ2390'OF A WESTERN KNOLL OF GRANDVIEW HILL, ABOUT 500 METERS W OF
 MZ2390'STONE ROAD WHICH CROSSES GRANDVIEW HILL FROM N TO S.  LOCATED
 MZ2390'IN OLD FIELD WITH SCRUB TREES N AND W OF STATION AND A LARGE
 MZ2390'OAK TREE 11.45 METERS SE ON PROPERTY OF MRS. DINA ZWEERES AND
 MZ2390'ABOUT 600 METERS NW OF HER 2-STORY BRICK HOUSE, 24-FOOT SIGNAL
 MZ2390'REQUIRED TO SEE RIVER POINTS TO N AND NW.
 MZ2390'
 MZ2390'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 MZ2390'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2390'
 MZ2390'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MZ2390
 MZ2390                          STATION RECOVERY (1969)
 MZ2390
 MZ2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2390'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 MZ2390'HOWEVER, LARGE DISCREPANCIES WERE FOUND IN DISTANCES TO BOTH
 MZ2390'REFERENCE MARKS.  THEY WERE DOUBLE-CHECKED, AND THE 1969
 MZ2390'DISTANCES ARE CORRECT.  IT IS BELIEVED THAT THE 1934 DISTANCES
 MZ2390'ARE SLOPE MEASUREMENTS.  THE STATION IS LOCATED IN HEAVY TIMBER
 MZ2390'AND THE ANGLES COULD NOT BE CHECKED TO REFERENCE MARKS.  A
 MZ2390'COMPLETE DESCRIPTION FOLLOWS--
 MZ2390'
 MZ2390'STATION IS LOCATED ON THE HIGH, TIMBERED RIDGE ALONG EAST SIDE OF
 MZ2390'STATE HIGHWAY 9J, ABOUT 1700 FEET EAST OF THE POINT WHERE A LARGE
 MZ2390'HIGH-TENSION LINE CROSSES THE HIGHWAY, 1000 FEET WEST OF A GARBAGE
 MZ2390'DUMP, AND 400 FEET NORTH OF THE HIGH-TENSION LINE, ON A NARROW,
 MZ2390'FLAT TOPPED RIDGE.
 MZ2390'
 MZ2390'TO REACH STATION FROM THE POST OFFICE IN EAST GREENBUSH, GO WEST
 MZ2390'ON HAYS ROAD FOR 1.8 MILES.  TURN RIGHT AT SIGN RIDGE ROAD AND
 MZ2390'GO NORTH FOR 1.05 MILES TO DUMP ENTRANCE ON LEFT.  GO LEFT ON DUMP
 MZ2390'ROAD FOR 0.2 MILE TO END OF TRUCK TRAVEL AT LOWER END OF
 MZ2390'DUMP.  PACK WEST, ACROSS LOW AREA, THEN UP SLOPE, ABOUT 1000
 MZ2390'FEET TO TOP OF HILL AND STATION.
 MZ2390'
 MZ2390'STATION MARK IS A STANDARD DISK STAMPED COLLIE 1934, SET IN THE
 MZ2390'TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 1 INCH
 MZ2390'FROM GROUND.  IT IS 30 FEET EAST OF STEEP SIDE OF HILL, 20 FEET
 MZ2390'WEST OF HIGH POINT OF HILL AND ABOUT 3 FEET LOWER, AND 3 FEET
 MZ2390'WEST OF A METAL WITNESS POST.
 MZ2390'
 MZ2390'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLLIE NO 1
 MZ2390'1934, SET IN THE TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT
 MZ2390'PROJECTING 2 INCHES FROM GROUND.  IT IS DOWN ON WEST SLOPE OF
 MZ2390'HILLSIDE, ABOUT 6 FEET LOWER THAN STATION MARK.
 MZ2390'
 MZ2390'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLLIE NO 2
 MZ2390'1934, SET IN THE TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 MZ2390'WITH GROUND.  IT IS ABOUT 2 FEET LOWER THAN STATION MARK.
 MZ2390'
 MZ2390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2390'1-1/2 MILES WEST OF EAST GREENBUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1162 ***********************************************************************
 PH1162  DESIGNATION -  COLLINS
 PH1162  PID         -  PH1162
 PH1162  STATE/COUNTY-  NY/JEFFERSON
 PH1162  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1162
 PH1162                         *CURRENT SURVEY CONTROL
 PH1162  ___________________________________________________________________
 PH1162* NAD 83(1986)-  44 18 04.     (N)    075 58 54.     (W)     SCALED    
 PH1162* NAVD 88     -        76.315  (meters)     250.38   (feet)  ADJUSTED  
 PH1162  ___________________________________________________________________
 PH1162  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 PH1162  DYNAMIC HT  -          76.306 (meters)     250.35  (feet)  COMP
 PH1162  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 PH1162
 PH1162  VERT ORDER  -  FIRST     CLASS 0
 PH1162
 PH1162.The horizontal coordinates were scaled from a topographic map and have
 PH1162.an estimated accuracy of +/- 6 seconds.
 PH1162
 PH1162.The orthometric height was determined by differential leveling
 PH1162.and adjusted by the National Geodetic Survey in June 1991..
 PH1162
 PH1162.The geoid height was determined by GEOID03.
 PH1162
 PH1162.The dynamic height is computed by dividing the NAVD 88
 PH1162.geopotential number by the normal gravity value computed on the
 PH1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1162.degrees latitude (g = 980.6199 gals.).
 PH1162
 PH1162.The modeled gravity was interpolated from observed gravity values.
 PH1162
 PH1162;                    North         East    Units  Estimated Accuracy
 PH1162;SPC NY C     -   477,900.      298,010.      MT  (+/- 180 meters Scaled)
 PH1162
 PH1162                          SUPERSEDED SURVEY CONTROL
 PH1162
 PH1162  NGVD 29 (??/??/92)   76.45   (m)          250.8    (f) COMPUTED    1 0
 PH1162
 PH1162.Superseded values are not recommended for survey control.
 PH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1162.See file dsdata.txt to determine how the superseded data were derived.
 PH1162
 PH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ216057(NAD 83)
 PH1162_MARKER: Z = SEE DESCRIPTION
 PH1162_SETTING: 66 = SET IN ROCK OUTCROP
 PH1162_SP_SET: BEDROCK
 PH1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1162+STABILITY: POSITION/ELEVATION WELL
 PH1162
 PH1162  HISTORY     - Date     Condition        Report By
 PH1162  HISTORY     - UNK      MONUMENTED       USLS
 PH1162  HISTORY     - 1969     GOOD             USLS
 PH1162
 PH1162                          STATION DESCRIPTION
 PH1162
 PH1162'DESCRIBED BY US LAKE SURVEY 1969
 PH1162'IN WELLESLEY ISLAND.
 PH1162'IS IN JEFFERSON COUNTY, NEW YORK, AT SOUTHEAST END OF THOUSAND ISLAND
 PH1162'BRIDGE, NEAR THE SOUTHEAST BANK OF THE RIVER, 127.9 FEET NORTHEAST OF
 PH1162'EAST CORNER OF A BRICK UTILITY BUILDING, 56.6 FEET SOUTHWEST OF
 PH1162'UTILITY POLE NO. 61534, 35 FEET NORTHEAST OF CENTERLINE OF BRIDGE,
 PH1162'14.1 FEET EAST OF EAST CORNER OF BRIDGE PIER AT WATERS EDGE, 10 FEET
 PH1162'SOUTHEAST OF WATERS EDGE, BEING HIGHEST POINT IN A 2-INCH SQUARE CUT
 PH1162'IN TOP OF A BEDROCK OUTCROPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2068 ***********************************************************************
 NA2068  DESIGNATION -  COLLINS
 NA2068  PID         -  NA2068
 NA2068  STATE/COUNTY-  NY/DELAWARE
 NA2068  USGS QUAD   -  HOBART (1982)
 NA2068
 NA2068                         *CURRENT SURVEY CONTROL
 NA2068  ___________________________________________________________________
 NA2068* NAD 83(1996)-  42 22 18.71261(N)    074 42 51.31679(W)     ADJUSTED  
 NA2068* NAVD 88     -       677.8    (meters)    2224.     (feet)  VERTCON   
 NA2068  ___________________________________________________________________
 NA2068  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NA2068  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 NA2068
 NA2068  HORZ ORDER  -  SECOND
 NA2068
 NA2068.The horizontal coordinates were established by classical geodetic methods
 NA2068.and adjusted by the National Geodetic Survey in January 1999..
 NA2068
 NA2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2068
 NA2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2068
 NA2068.The geoid height was determined by GEOID03.
 NA2068
 NA2068;                    North         East     Units Scale Factor Converg.
 NA2068;SPC NY E     -   392,923.718   132,354.325   MT  0.99990383   -0 08 39.8
 NA2068;SPC NY E     - 1,289,117.23    434,232.48   sFT  0.99990383   -0 08 39.8
 NA2068;UTM  18      - 4,691,104.807   523,526.477   MT  0.99960681   +0 11 33.3
 NA2068
 NA2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2068!SPC NY E     -   0.99989841  x   0.99990383  =   0.99980225
 NA2068!UTM  18      -   0.99989841  x   0.99960681  =   0.99950526
 NA2068
 NA2068:                Primary Azimuth Mark                     Grid Az
 NA2068:SPC NY E     -  COLLINS AZ MK                            193 22 48.1
 NA2068:UTM  18      -  COLLINS AZ MK                            193 02 35.0
 NA2068
 NA2068|---------------------------------------------------------------------|
 NA2068| PID    Reference Object                     Distance      Geod. Az  |
 NA2068|                                                           dddmmss.s |
 NA2068| CZ7657 COLLINS AZ MK                                      1931408.3 |
 NA2068| CZ7658 COLLINS RM 1                         21.798 METERS 24043     |
 NA2068| CZ7659 COLLINS RM 2                         10.205 METERS 31659     |
 NA2068|---------------------------------------------------------------------|
 NA2068
 NA2068                          SUPERSEDED SURVEY CONTROL
 NA2068
 NA2068  NAD 83(1986)-  42 22 18.71650(N)    074 42 51.31806(W) AD(       ) 2
 NA2068  NAD 27      -  42 22 18.42500(N)    074 42 52.77200(W) AD(       ) 2
 NA2068  NGVD 29 (07/19/86)  678.0    (m)         2224.     (f) VERT ANG       
 NA2068
 NA2068.Superseded values are not recommended for survey control.
 NA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2068.See file dsdata.txt to determine how the superseded data were derived.
 NA2068
 NA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM2352691105(NAD 83)
 NA2068_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2068
 NA2068  HISTORY     - Date     Condition        Report By
 NA2068  HISTORY     - 1942     MONUMENTED       CGS
 NA2068  HISTORY     - 1974     SEE DESCRIPTION  LOCSUR
 NA2068
 NA2068                          STATION DESCRIPTION
 NA2068
 NA2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 NA2068'STATION IS ABOUT 2.3 MILES, AIR LINE, W OF THE TOWN OF HOBART ON
 NA2068'LAND OWNED BY WILL COLLINS.  IT IS ON THE SUMMIT OF A HILL ABOUT
 NA2068'0.3 MILE N OF THE COLLINS RESIDENCE.
 NA2068'
 NA2068'REFERENCE MARK NO.1 IS SW OF THE STATION.  IT IS STAMPED
 NA2068'COLLINS NO.1 1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 NA2068'
 NA2068'REFERENCE MARK NO.2 IS NW OF THE STATION.  IT IS STAMPED COLLINS
 NA2068'NO.2 1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 NA2068'
 NA2068'THE AZIMUTH MARK IS SSW OF THE STATION ON A HIGH RIDGE ON
 NA2068'PROPERTY OWNED BY H.J. CANFIELD.  IT IS IN A BOULDER ABOUT 7 BY 5
 NA2068'FEET IN AREA AND PROJECTING 3 FEET.  IT IS ABOUT 0.2 MILE S OF
 NA2068'THE CANFIELD RESIDENCE.  TO REACH FROM THE STATION FOLLOW
 NA2068'DESCRIPTION BACK TO MAIN ROAD.  TURN LEFT AND GO 0.25 MILE TO A
 NA2068'FARM ROAD RIGHT.  TURN RIGHT AND GO 1.1 MILES TO THE END OF
 NA2068'TRUCK TRAVEL.  FROM THIS POINT PROCEED ON FOOT TO AN AREA
 NA2068'SCATTERED WITH BOULDERS (ABOUT 0.2 MILE) TO THE AZIMUTH MARK.
 NA2068'
 NA2068'TO REACH THE STATION FROM THE POST OFFICE IN HOBART, GO
 NA2068'SOUTHWESTERLY ON STATE HIGHWAY 10 FOR 1.55 MILES TO A GRAVEL ROAD
 NA2068'RIGHT (THIS IS JUST AFTER PASSING A SMALL SCHOOLHOUSE AND A SMALL
 NA2068'BRIDGE), TURN RIGHT AND GO 0.9 MILE.  KEEP RIGHT AND GO 0.25 MILE
 NA2068'TO THE RESIDENCE OF WILL COLLINS.  TURN RIGHT AND FOLLOW ONLY
 NA2068'ROAD UPHILL, BEARING LEFT AT ALL TIMES, TO THE TOP OF THE HILL
 NA2068'AND THE STATION.
 NA2068'
 NA2068'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2068'DISKS, AS DESCRIBED IN NOTES 1A, 7A, 12C, 11A, AND 12C RESPECTIVELY.
 NA2068'
 NA2068'A 4-FOOT STAND WILL SEE A 30-FOOT LIGHT AT STATION WILSON.
 NA2068'
 NA2068'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT STATION BINGHAM.
 NA2068'
 NA2068'HEIGHT OF LIGHT ABOVE STATION MARK 2.8 METERS.
 NA2068
 NA2068                          STATION RECOVERY (1974)
 NA2068
 NA2068'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (LK)
 NA2068'STATION DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NA2068'WAS FOUND LYING UNEARTHED NEAR THE SUMMIT OF THE HILL.
 NA2068'
 NA2068'THE TWO REFERENCE MARKS WERE NOT FOUND.  A SEARCH OF ABOUT TWO
 NA2068'HOURS BY THREE MEN COVERING AN AREA OF ABOUT 500 X 500 FEET TOOK
 NA2068'PLACE.  THE SUMMIT OF THE HILL IS HEAVILY BRUSHED.  THE REFERENCE
 NA2068'MARKS ARE PROBABLY IN PLACE.
 NA2068'
 NA2068'NO ATTEMPT WAS MADE TO UNCOVER THE UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1438 ***********************************************************************
 OD1438  DESIGNATION -  COLLINS USLS 1915
 OD1438  PID         -  OD1438
 OD1438  STATE/COUNTY-  NY/WASHINGTON
 OD1438  USGS QUAD   -  FORT ANN (1944)
 OD1438
 OD1438                         *CURRENT SURVEY CONTROL
 OD1438  ___________________________________________________________________
 OD1438* NAD 83(1996)-  43 25 53.06621(N)    073 27 04.07392(W)     ADJUSTED  
 OD1438* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 OD1438  ___________________________________________________________________
 OD1438  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 OD1438  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OD1438
 OD1438  HORZ ORDER  -  THIRD
 OD1438
 OD1438.The horizontal coordinates were established by classical geodetic methods
 OD1438.and adjusted by the National Geodetic Survey in January 1999..
 OD1438
 OD1438.The orthometric height was scaled from a topographic map.
 OD1438
 OD1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1438
 OD1438.The geoid height was determined by GEOID03.
 OD1438
 OD1438;                    North         East     Units Scale Factor Converg.
 OD1438;SPC NY E     -   511,129.559   234,916.734   MT  0.99998867   +0 43 16.0
 OD1438;SPC NY E     - 1,676,930.89    770,722.65   sFT  0.99998867   +0 43 16.0
 OD1438;UTM  18      - 4,809,888.687   625,359.746   MT  0.99979331   +1 03 53.9
 OD1438
 OD1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1438!SPC NY E     -   0.99999231  x   0.99998867  =   0.99998098
 OD1438!UTM  18      -   0.99999231  x   0.99979331  =   0.99978563
 OD1438
 OD1438:                Primary Azimuth Mark                     Grid Az
 OD1438:SPC NY E     -  BATTLE HILL USLS 1915                    236 55 43.9
 OD1438:UTM  18      -  BATTLE HILL USLS 1915                    236 35 06.0
 OD1438
 OD1438|---------------------------------------------------------------------|
 OD1438| PID    Reference Object                     Distance      Geod. Az  |
 OD1438|                                                           dddmmss.s |
 OD1438| OD1440 BATTLE HILL USLS 1915               APPROX. 2.7 KM 2373859.9 |
 OD1438|---------------------------------------------------------------------|
 OD1438
 OD1438                          SUPERSEDED SURVEY CONTROL
 OD1438
 OD1438  NAD 83(1996)-  43 25 53.06767(N)    073 27 04.07358(W) AD(       ) 3
 OD1438  NAD 83(1992)-  43 25 53.06796(N)    073 27 04.07326(W) AD(       ) 3
 OD1438  NAD 83(1986)-  43 25 53.06985(N)    073 27 04.07534(W) AD(       ) 3
 OD1438  NAD 27      -  43 25 52.81588(N)    073 27 05.66865(W) AD(       ) 3
 OD1438
 OD1438.Superseded values are not recommended for survey control.
 OD1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1438.See file dsdata.txt to determine how the superseded data were derived.
 OD1438
 OD1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2536009889(NAD 83)
 OD1438_MARKER: Z = SEE DESCRIPTION
 OD1438_SETTING: 0 = UNSPECIFIED SETTING
 OD1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1438
 OD1438  HISTORY     - Date     Condition        Report By
 OD1438  HISTORY     - 1915     MONUMENTED       USLS
 OD1438
 OD1438                          STATION DESCRIPTION
 OD1438
 OD1438'DESCRIBED BY US LAKE SURVEY 1915
 OD1438'STATION IS ON COLLINS FARM, 2-1/4 MILES NE OF FORT ANN, AND JUST
 OD1438'ABOVE THE SCHOOLHOUSE S OF THE E END OF DEWEYS BRIDGE.  IT IS MARKED
 OD1438'BY A CONCRETE MONUMENT EXTENDING FROM THE ROCK SURFACE TO 8 INCHES
 OD1438'ABOVE THE GROUND.
 OD1438'
 OD1438'ELEVATION 264 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1583 ***********************************************************************
 PH1583  DESIGNATION -  COLLOMS
 PH1583  PID         -  PH1583
 PH1583  STATE/COUNTY-  NY/FRANKLIN
 PH1583  USGS QUAD   -  MEACHAM LAKE (1980)
 PH1583
 PH1583                         *CURRENT SURVEY CONTROL
 PH1583  ___________________________________________________________________
 PH1583* NAD 83(1996)-  44 30 39.43979(N)    074 18 16.71001(W)     ADJUSTED  
 PH1583* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 PH1583  ___________________________________________________________________
 PH1583  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 PH1583  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 PH1583
 PH1583  HORZ ORDER  -  THIRD
 PH1583
 PH1583.The horizontal coordinates were established by classical geodetic methods
 PH1583.and adjusted by the National Geodetic Survey in January 1999..
 PH1583
 PH1583.The orthometric height was scaled from a topographic map.
 PH1583
 PH1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1583
 PH1583.The geoid height was determined by GEOID03.
 PH1583
 PH1583;                    North         East     Units Scale Factor Converg.
 PH1583;SPC NY E     -   630,552.164   165,532.300   MT  0.99990297   +0 08 13.0
 PH1583;SPC NY E     - 2,068,736.56    543,083.89   sFT  0.99990297   +0 08 13.0
 PH1583;UTM  18      - 4,928,861.214   555,269.096   MT  0.99963756   +0 29 15.0
 PH1583
 PH1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1583!SPC NY E     -   0.99992755  x   0.99990297  =   0.99983053
 PH1583!UTM  18      -   0.99992755  x   0.99963756  =   0.99956514
 PH1583
 PH1583|---------------------------------------------------------------------|
 PH1583| PID    Reference Object                     Distance      Geod. Az  |
 PH1583|                                                           dddmmss.s |
 PH1583| CZ7661 COLLOMS RM 1                          9.726 METERS 21816     |
 PH1583| CZ7662 COLLOMS RM 2                          8.912 METERS 32932     |
 PH1583| CZ7660 COLLOMS AZ MK                                      3533727.5 |
 PH1583|---------------------------------------------------------------------|
 PH1583
 PH1583                          SUPERSEDED SURVEY CONTROL
 PH1583
 PH1583  NAD 83(1986)-  44 30 39.44776(N)    074 18 16.71231(W) AD(       ) 3
 PH1583  NAD 27      -  44 30 39.24412(N)    074 18 18.14964(W) AD(       ) 3
 PH1583
 PH1583.Superseded values are not recommended for survey control.
 PH1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1583.See file dsdata.txt to determine how the superseded data were derived.
 PH1583
 PH1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5526928861(NAD 83)
 PH1583_MARKER: DS = TRIANGULATION STATION DISK
 PH1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1583
 PH1583  HISTORY     - Date     Condition        Report By
 PH1583  HISTORY     - 1963     MONUMENTED       CGS
 PH1583  HISTORY     - 1974     GOOD             NGS
 PH1583
 PH1583                          STATION DESCRIPTION
 PH1583
 PH1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1583'ABOUT 22 MILES SOUTH OF MALONE, 10-1/2 MILES SOUTH OF DUANE, 2-1/2
 PH1583'MILES SOUTH OF THE SOUTH END OF MEACHAM LAKE, IN THE SMALL
 PH1583'SETTLEMENT OF MC COLLOMS AND ON THE PROPERTY OF MRS. GRACE OEHMKE.
 PH1583'IT IS 150 FEET NORTH OF THE NORTH 1 OF 2 GASOLINE PUMPS, 75
 PH1583'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 30, 19 FEET NORTH
 PH1583'OF THE CENTERLINE OF A DRIVEWAY AND 101 FEET EAST OF A
 PH1583'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 PH1583'COLLOMS 1963.
 PH1583'
 PH1583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND
 PH1583'U.S. HIGHWAY 11 IN MALONE, GO SOUTH ON STATE HIGHWAY 30 FOR 22.0
 PH1583'MILES TO THE JUNCTION OF STATE HIGHWAY 72.  CONTINUE SOUTH ON
 PH1583'HIGHWAY 30 FOR 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PH1583'SOUTH ON HIGHWAY 30 FOR 0.55 MILE TO A DRIVEWAY AND THE STATION
 PH1583'ON THE LEFT.
 PH1583'
 PH1583'REFERENCE MARK 1 IS 120 FEET NORTH OF THE NORTH 1 OF 2 GASOLINE
 PH1583'PUMPS, 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 PH1583'EAST OF THE CENTERLINE OF THE DRIVEWAY AND 11 FEET SOUTH OF THE
 PH1583'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK
 PH1583'IS STAMPED COLLOMS NO 1 1963.
 PH1583'
 PH1583'REFERENCE MARK 2 IS 92 FEET NORTHEAST OF THE POWER POLE, 59 FEET
 PH1583'EAST OF THE CENTERLINE OF THE HIGHWAY AND 38 FEET NORTH OF THE
 PH1583'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 PH1583'STAMPED COLLOMS NO 2 1963.
 PH1583'
 PH1583'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PH1583'3 FEET SOUTH OF A WITNESS POST AND 2 FEET SOUTHWEST OF THE SOUTH
 PH1583'END OF A GUARD RAIL.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 PH1583'IS STAMPED COLLOMS 1963.
 PH1583'
 PH1583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PH1583
 PH1583                          STATION RECOVERY (1974)
 PH1583
 PH1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PH1583'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 PH1583'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN.
 PH1583'
 PH1583'STATION IS 24.7 MILES SOUTH, BY ROAD, FROM MALONE, IN THE VILLAGE
 PH1583'OF MCCOLLOMS, ALONG EAST SIDE OF NY RTE. 30.  STATION MARK IS A
 PH1583'STANDARD DISK STAMPED COLLOMS 1963, SET IN THE TOP OF A ROUND
 PH1583'CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 75 FEET EAST OF CENTER
 PH1583'LINE OF HIGHWAY, 102 FEET EAST OF POWER POLE 25A-305, 64 FEET
 PH1583'SOUTHEAST OF HIGHWAY MARKER 30-7209-1415, AND 96 FEET NORTH OF
 PH1583'THE NORTH END OF A CONCRETE SLAB WITH A LIGHT.
 PH1583'
 PH1583'RM NO. 1 IS A STANDARD DISK STAMPED COLLOMS NO 1 1963, SET IN
 PH1583'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 PH1583'56 FEET EAST OF CENTER LINE OF HIGHWAY, 85.0 FEET EAST-SOUTHEAST
 PH1583'OF POWER POLE 25A-305, AND 69 FEET NORTH-NORTHWEST OF NORTH END
 PH1583'OF THE CONCRETE SLAB.
 PH1583'
 PH1583'RM NO. 2 IS A STANDARD DISK STAMPED COLLOMS NO 2 1963, SET IN THE
 PH1583'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 59
 PH1583'FEET EAST OF CENTER LINE OF HIGHWAY, 37.7 FEET NORTHEAST OF
 PH1583'HIGHWAY MARKER 30-7209-1415, AND 120 FEET NORTH OF NORTH END OF
 PH1583'THE CONCRETE SLAB.
 PH1583'
 PH1583'AZIMUTH MARK IS A STANDARD DISK STAMPED COLLOMS 1963, SET IN THE
 PH1583'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 5 INCHES FROM GROUND.
 PH1583'IT IS 18 FEET WEST OF CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST
 PH1583'OF THE SOUTH END OF A GUARD RAIL AND 3 FEET SOUTH OF A WITNESS
 PH1583'POST.  TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON NY
 PH1583'RTE.  30 FOR 0.4 MILE TO THE MARK ON LEFT.
 PH1583'
 PH1583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN VILLAGE OF
 PH1583'MCCOLLOMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1900 ***********************************************************************
 NB1900  DESIGNATION -  COLOR
 NB1900  PID         -  NB1900
 NB1900  STATE/COUNTY-  NY/ONTARIO
 NB1900  USGS QUAD   -  CANANDAIGUA (1978)
 NB1900
 NB1900                         *CURRENT SURVEY CONTROL
 NB1900  ___________________________________________________________________
 NB1900* NAD 83(1996)-  42 59 22.34131(N)    077 15 27.22788(W)     ADJUSTED  
 NB1900* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 NB1900  ___________________________________________________________________
 NB1900  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 NB1900  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NB1900
 NB1900  HORZ ORDER  -  SECOND
 NB1900
 NB1900.The horizontal coordinates were established by classical geodetic methods
 NB1900.and adjusted by the National Geodetic Survey in January 1999..
 NB1900
 NB1900.The orthometric height was scaled from a topographic map.
 NB1900
 NB1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1900
 NB1900.The geoid height was determined by GEOID03.
 NB1900
 NB1900;                    North         East     Units Scale Factor Converg.
 NB1900;SPC NY C     -   332,228.585   195,016.656   MT  0.99997468   -0 27 35.1
 NB1900;SPC NY C     - 1,089,986.62    639,817.15   sFT  0.99997468   -0 27 35.1
 NB1900;UTM  18      - 4,762,126.162   315,955.104   MT  1.00001672   -1 32 23.2
 NB1900
 NB1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1900!SPC NY C     -   0.99997242  x   0.99997468  =   0.99994710
 NB1900!UTM  18      -   0.99997242  x   1.00001672  =   0.99998913
 NB1900
 NB1900|---------------------------------------------------------------------|
 NB1900| PID    Reference Object                     Distance      Geod. Az  |
 NB1900|                                                           dddmmss.s |
 NB1900| DA1613 COLOR RM 1                           29.172 METERS 00001     |
 NB1900| OF1431 CUMORAH MONUMENT                    APPROX. 3.3 KM 0551406.2 |
 NB1900| NB1883 CLIFTON SPR SANITARIUM FLAG         APPROX.10.4 KM 1073412.6 |
 NB1900| DA1612 COLOR AZ MK                                        1375807.5 |
 NB1900| NB1880 MANCHESTER MUNICIPAL STANDPIPE      APPROX. 3.3 KM 1402839.2 |
 NB1900| DA1614 COLOR RM 2                           19.908 METERS 20040     |
 NB1900|---------------------------------------------------------------------|
 NB1900
 NB1900                          SUPERSEDED SURVEY CONTROL
 NB1900
 NB1900  NAD 83(1986)-  42 59 22.34959(N)    077 15 27.22404(W) AD(       ) 2
 NB1900  NAD 27      -  42 59 22.12263(N)    077 15 28.28689(W) AD(       ) 2
 NB1900
 NB1900.Superseded values are not recommended for survey control.
 NB1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1900.See file dsdata.txt to determine how the superseded data were derived.
 NB1900
 NB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN1595562126(NAD 83)
 NB1900_MARKER: DS = TRIANGULATION STATION DISK
 NB1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1900
 NB1900  HISTORY     - Date     Condition        Report By
 NB1900  HISTORY     - 1943     MONUMENTED       CGS
 NB1900  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1900  HISTORY     - 19970511 GOOD             USPSQD
 NB1900  HISTORY     - 20051029 GOOD             USPSQD
 NB1900
 NB1900                          STATION DESCRIPTION
 NB1900
 NB1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 NB1900'STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF MANCHESTER ON
 NB1900'TOP OF THE SOUTH END OF A BARE RIDGE ON LAND OWNED BY MISS MILLIE
 NB1900'HORNSBY.  IT IS 1 FOOT EAST OF A WIRE FENCE AND 15 FEET NORTH OF
 NB1900'A FENCE CORNER.  IT IS STAMPED COLOR 1943 AND PROJECTS 4 INCHES.
 NB1900'
 NB1900'REFERENCE MARK NO. 1 IS NORTH OF THE STATION ON THE CREST OF THE
 NB1900'RIDGE AND 1 FOOT EAST OF THE WIRE FENCE.  IT IS STAMPED COLOR
 NB1900'NO 1 1943 AND PROJECTS 2 INCHES.
 NB1900'
 NB1900'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION SET IN
 NB1900'A DRILL HOLE IN A BOULDER THAT IS ABOUT 1 FOOT IN HEIGHT.  IT IS
 NB1900'42 FEET SOUTH OF A WIRE FENCE AND ABOUT 10 FEET WEST OF THE CREST
 NB1900'OF THE RIDGE.  IT IS STAMPED COLOR NO 2 1943.
 NB1900'
 NB1900'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, 43 FEET SOUTHWEST
 NB1900'OF A BEND IN THE ROAD, 12 FEET EAST OF A WIRE FENCE AND 2 FEET
 NB1900'WEST OF POWER POLE NO. RGE 7.  IT IS STAMPED COLOR 1943 AND
 NB1900'PROJECTS 10 INCHES.
 NB1900'
 NB1900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO.
 NB1900'21 AND 96 IN MANCHESTER, GO NORTH ON NO. 21 FOR ONE BLOCK.  THEN
 NB1900'LEFT ON A MACADAM ROAD FOR 0.85 MILE.  THEN RIGHT, (NORTH) ON A
 NB1900'GRAVEL ROAD FOR 0.65 MILE TO A CROSSROAD (SCHOOL HOUSE IN THE
 NB1900'NORTHWEST CORNER).  THEN LEFT (WEST AND NORTH) FOR 0.35 MILE TO
 NB1900'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILE TO AN
 NB1900'EAST AND WEST FENCE.  THEN WEST ALONG THE SOUTH SIDE OF THE
 NB1900'FENCE FOR 0.15 MILE.  THEN RIGHT (NORTH) THROUGH A GAP IN THE
 NB1900'FENCE FOR 0.15 MILE.  THEN MAKE A U TURN AND FOLLOW ALONG THE
 NB1900'CREST OF THE RIDGE FOR 0.15 MILE TO THE FENCE CORNER AND THE STATION.
 NB1900'
 NB1900'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NB1900
 NB1900                          STATION RECOVERY (1974)
 NB1900
 NB1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NB1900'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NB1900'CONDITION.  THE AZIMUTH MARK IS TILTED SOMEWHAT, DISTANCE AND
 NB1900'ANGLES TO THE REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION
 NB1900'IS OPEN FROM WEST, CLOCKWISE AROUND TO NORTHEAST.  THE REMAINING
 NB1900'AREAS ARE MOSTLY BLOCKED BY TIMBER.  AZIMUTH MARK MIGHT BE
 NB1900'VISIBLE FROM STATION WHEN LEAVES ARE GONE.
 NB1900'
 NB1900'STATION IS LOCATED ALONG NORTH SIDE OF THE NEW YORK THRUWAY,
 NB1900'ABOUT 1/2-MILE WEST OF INTERCHANGE 43, ON PROPERTY OF MR. RICHARD
 NB1900'WALTON, ON A NORTH-SOUTH RIDGE, AT THE NORTH EDGE OF A
 NB1900'WOODS.  STATION MARK IS A STANDARD DISK STAMPED COLOR 1943, SET IN
 NB1900'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NB1900'GROUND.  IT IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE AND 15 FEET
 NB1900'NORTH OF THE T-FENCE CORNER.
 NB1900'
 NB1900'RM NO. 1 IS A STANDARD DISK STAMPED COLOR NO 1 1943, SET IN THE
 NB1900'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NB1900'GROUND.  IT IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 NB1900'
 NB1900'RM NO. 2 IS A STANDARD DISK STAMPED COLOR NO 2 1943, CEMENTED IN
 NB1900'A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES FROM GROUND.  IT IS
 NB1900'42 FEET SOUTH OF THE EAST-WEST FENCE, IN THE TIMBER.
 NB1900'
 NB1900'AZIMUTH MARK IS A STANDARD DISK STAMPED COLOR 1943, SET IN THE
 NB1900'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 NB1900'GROUND.  IT IS 43 FEET SOUTHWEST OF CENTER LINE OF ROAD, AT THE
 NB1900'CENTER OF A CURVE, AND ON LINE WITH THE NORTH ROADWAY TANGENT.
 NB1900'
 NB1900'TO REACH STATION FROM INTERSECTION OF NY RTES. 21 AND 96 IN
 NB1900'MANCHESTER, GO NORTH ON NY RTE. 21 FOR 0.7 MILE.  TAKE T-ROAD LEFT
 NB1900'AND GO WEST ON HACKETT RD. FOR 1.5 MILES TO AZIMUTH MARK ON LEFT,
 NB1900'OPPOSITE A CURVE OF ROAD.  CONTINUE AHEAD, NORTHWESTERLY, ON
 NB1900'YELLOW MILLS ROAD FOR 0.5 MILE TO PROPERTY OF MR. WALTON ON LEFT.
 NB1900'GO UP THROUGH FARM FIELDS ABOUT 0.3 MILE TO STATION.
 NB1900'
 NB1900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1900'2 MILES NORTH OF MANCHESTER.
 NB1900
 NB1900                          STATION RECOVERY (1997)
 NB1900
 NB1900'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1900'RECOVERED IN GOOD CONDITION.
 NB1900
 NB1900                          STATION RECOVERY (2005)
 NB1900
 NB1900'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB1900'PROPERTY NOW OWNED BY WALTON AND NIELSON FAMILIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1755 ***********************************************************************
 PH1755  DESIGNATION -  COLTON
 PH1755  PID         -  PH1755
 PH1755  STATE/COUNTY-  NY/ST LAWRENCE
 PH1755  USGS QUAD   -  RAINBOW FALLS (1980)
 PH1755
 PH1755                         *CURRENT SURVEY CONTROL
 PH1755  ___________________________________________________________________
 PH1755* NAD 83(1996)-  44 30 25.22693(N)    074 51 18.38580(W)     ADJUSTED  
 PH1755* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 PH1755  ___________________________________________________________________
 PH1755  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 PH1755  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 PH1755
 PH1755  HORZ ORDER  -  SECOND
 PH1755
 PH1755.The horizontal coordinates were established by classical geodetic methods
 PH1755.and adjusted by the National Geodetic Survey in January 1999..
 PH1755
 PH1755.The orthometric height was scaled from a topographic map.
 PH1755
 PH1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1755
 PH1755.The geoid height was determined by GEOID03.
 PH1755
 PH1755;                    North         East     Units Scale Factor Converg.
 PH1755;SPC NY E     -   630,156.269   121,764.686   MT  0.99990980   -0 14 56.1
 PH1755;SPC NY E     - 2,067,437.69    399,489.64   sFT  0.99990980   -0 14 56.1
 PH1755;UTM  18      - 4,928,197.762   511,517.275   MT  0.99960163   +0 06 05.7
 PH1755
 PH1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1755!SPC NY E     -   0.99994079  x   0.99990980  =   0.99985060
 PH1755!UTM  18      -   0.99994079  x   0.99960163  =   0.99954244
 PH1755
 PH1755|---------------------------------------------------------------------|
 PH1755| PID    Reference Object                     Distance      Geod. Az  |
 PH1755|                                                           dddmmss.s |
 PH1755| CZ7664 COLTON RM 1                          38.329 METERS 08321     |
 PH1755| CZ7663 COLTON AZ MK                                       1774758.0 |
 PH1755| CZ7665 COLTON RM 2                          22.299 METERS 34653     |
 PH1755|---------------------------------------------------------------------|
 PH1755
 PH1755                          SUPERSEDED SURVEY CONTROL
 PH1755
 PH1755  NAD 83(1986)-  44 30 25.23382(N)    074 51 18.38794(W) AD(       ) 2
 PH1755  NAD 27      -  44 30 25.00600(N)    074 51 19.69100(W) AD(       ) 2
 PH1755
 PH1755.Superseded values are not recommended for survey control.
 PH1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1755.See file dsdata.txt to determine how the superseded data were derived.
 PH1755
 PH1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1151728198(NAD 83)
 PH1755
 PH1755  HISTORY     - Date     Condition        Report By
 PH1755  HISTORY     - 1942     MONUMENTED       CGS
 PH1755
 PH1755                          STATION DESCRIPTION
 PH1755
 PH1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1755'STATION IS ABOUT 1.5 MILES E OF SOUTH COLTON.  ABOUT 8 MILES S
 PH1755'OF PARISHVILLE ON THE TOP OF AND NEAR THE N END OF A BARE RIDGE,
 PH1755'IN A HAYFIELD OWNED BY MR. EARL MOSHER.  THERE IS HIGHER GROUND
 PH1755'TO THE S OF THE STATION.  MARK IS 28 FEET NW OF THE TRAIL ROAD
 PH1755'CENTER, 66 PACES S OF A ROCK FENCE AND ABOUT 150 PACES N OF
 PH1755'MR. W.J. HORTONS HOUSE.  THE MARK IS STAMPED COLTON 1942 AND THE
 PH1755'BEDROCK IN WHICH IT IS SET IS FLUSH WITH THE GROUND.
 PH1755'
 PH1755'REFERENCE MARK NO.1 IS 125.75 FEET E OF THE STATION SET IN
 PH1755'BEDROCK WHICH PROJECTS ABOUT 6 INCHES.  MARK IS ABOUT 22 PACES N
 PH1755'OF A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET.  THE MARK IS ABOUT
 PH1755'ON LINE WITH THIS BOULDER AND AN OLD BARN FOUNDATION WHICH IS S
 PH1755'OF THE MARK AND NEAR THE ROAD.  MARK IS STAMPED COLTON NO 1 1942.
 PH1755'
 PH1755'REFERENCE MARK NO.2 IS 73.16 FEET NW OF THE STATION ON LINE WITH
 PH1755'THE STATION AND END OF ROCK FENCE.  MARK IS STAMPED COLTON NO 2
 PH1755'1942.
 PH1755'
 PH1755'AZIMUTH MARK IS S OF THE STATION ON GROUND CONSIDERABLY HIGHER
 PH1755'THAN THE STATION.  MARK IS SET IN BEDROCK FLUSH WITH THE GROUND
 PH1755'ABOUT 100 FEET NW OF A LARGE FIR TREE.  TO REACH THE AZIMUTH MARK
 PH1755'FROM THE STATION RETURN TO THE ROAD AND ASCEND THE HILL ON THE
 PH1755'OPPOSITE SIDE TO THE HIGHEST PART OF THE HILL AND THE MARK.
 PH1755'
 PH1755'TO REACH THE STATION FROM THE BRIDGE OVER THE RAQUETTE RIVER IN
 PH1755'SOUTH COLTON GO E AND S FROM THE BRIDGE ON STATE ROUTE 56 FOR
 PH1755'0.35 MILE.  LEAVE 56 AND GO E ON A GRAVEL ROAD FOR 1.1 MILES TO
 PH1755'A SCHOOL ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO
 PH1755'MR. MOSHERS HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.05
 PH1755'MILE TO A DIM FARM ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 PH1755'NORTHEASTERLY THROUGH THE HAYFIELD TO THE TOP OF THE RIDGE AND
 PH1755'THE STATION.
 PH1755'
 PH1755'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3854 ***********************************************************************
 AB3854  CBN         -  This is a Cooperative Base Network Control Station.
 AB3854  DESIGNATION -  COLTON
 AB3854  PID         -  AB3854
 AB3854  STATE/COUNTY-  NY/ST LAWRENCE
 AB3854  USGS QUAD   -  STARK (1968)
 AB3854
 AB3854                         *CURRENT SURVEY CONTROL
 AB3854  ___________________________________________________________________
 AB3854* NAD 83(1996)-  44 28 05.33239(N)    074 45 49.36826(W)     ADJUSTED  
 AB3854* NAVD 88     -       387.9    (meters)    1273.     (feet)  GPS OBS   
 AB3854  ___________________________________________________________________
 AB3854  X           -   1,198,223.158 (meters)                     COMP
 AB3854  Y           -  -4,399,180.502 (meters)                     COMP
 AB3854  Z           -   4,445,613.706 (meters)                     COMP
 AB3854  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 AB3854  ELLIP HEIGHT-         357.92  (meters)          (09/18/02) GPS OBS
 AB3854  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AB3854
 AB3854  HORZ ORDER  -  B
 AB3854  ELLP ORDER  -  FOURTH    CLASS II
 AB3854
 AB3854.The horizontal coordinates were established by GPS observations
 AB3854.and adjusted by the National Geodetic Survey in July 1997..
 AB3854
 AB3854.The orthometric height was determined by GPS observations and a
 AB3854.high-resolution geoid model.
 AB3854
 AB3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3854
 AB3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3854
 AB3854.The ellipsoidal height was determined by GPS observations
 AB3854.and is referenced to NAD 83.
 AB3854
 AB3854.The geoid height was determined by GEOID03.
 AB3854
 AB3854;                    North         East     Units Scale Factor Converg.
 AB3854;SPC NY E     -   625,811.043   129,017.670   MT  0.99990541   -0 11 05.0
 AB3854;SPC NY E     - 2,053,181.73    423,285.47   sFT  0.99990541   -0 11 05.0
 AB3854;UTM  18      - 4,923,898.282   518,794.478   MT  0.99960434   +0 09 55.9
 AB3854
 AB3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3854!SPC NY E     -   0.99994388  x   0.99990541  =   0.99984930
 AB3854!UTM  18      -   0.99994388  x   0.99960434  =   0.99954824
 AB3854
 AB3854                          SUPERSEDED SURVEY CONTROL
 AB3854
 AB3854  ELLIP H (07/24/97)  357.93   (m)                       GP(       ) 1 1
 AB3854  NAD 83(1992)-  44 28 05.33113(N)    074 45 49.36777(W) AD(       ) B
 AB3854  NAD 83(1992)-  44 28 05.33113(N)    074 45 49.36784(W) AD(       ) B
 AB3854  ELLIP H (06/10/96)  357.90   (m)                       GP(       ) 1 1
 AB3854
 AB3854.Superseded values are not recommended for survey control.
 AB3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3854.See file dsdata.txt to determine how the superseded data were derived.
 AB3854
 AB3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1879423898(NAD 83)
 AB3854_MARKER: DD = SURVEY DISK
 AB3854_SETTING: 66 = SET IN ROCK OUTCROP
 AB3854_STAMPING: COLTON CBN 1995
 AB3854_MARK LOGO: NYDT  
 AB3854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3854+STABILITY: POSITION/ELEVATION WELL
 AB3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3854+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2001
 AB3854
 AB3854  HISTORY     - Date     Condition        Report By
 AB3854  HISTORY     - 1995     MONUMENTED       NYDT
 AB3854  HISTORY     - 20010810 GOOD             NYDT
 AB3854
 AB3854                          STATION DESCRIPTION
 AB3854
 AB3854'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3854'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF THE NORTH END OF
 AB3854'CARRY FALLS RESERVOIR AND ON THE WEST SIDE OF BLAKE FALLS RESERVOIR.
 AB3854'TO REACH THE STATION FROM THE JUNCTION ON STATE HIGHWAY 56 WITH THE
 AB3854'RAQUETTE RIVER IN THE HAMLET OF SOUTH COLTON, GO SOUTH ON HIGHWAY 56
 AB3854'FOR 10.0 KM (6.2 MI) TO THE JUNCTION OF STARK ROAD.  TURN LEFT, GO
 AB3854'EAST ON STARK ROAD FOR 1.4 KM (0.9 MI) TO THE JUNCTION OF RAQUETTE
 AB3854'RIVER ROAD.  TURN LEFT AND GO NORTH ON RIVER ROAD FOR 2.6 KM (1.6 MI)
 AB3854'TO THE STATION ON THE RIGHT JUST BEFORE THE NIAGARA MOHAWK BOAT
 AB3854'LAUNCH.  THE STATION IS A SURVEY DISK SET IN A DRILL HOLE IN ROCK
 AB3854'OUTCROP.  IT IS 8.3 M (27.2 FT) EAST FROM CENTER OF THE HIGHWAY, 56.8
 AB3854'M (186.4 FT) SOUTH FROM THE SIGN POST FOR THE BOAT RAMP AND 92.6 M
 AB3854'(303.8 FT) SOUTH OF POWER POLE NM/143.
 AB3854
 AB3854                          STATION RECOVERY (2001)
 AB3854
 AB3854'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AB3854'RECOVERED AS DESCRIBED.
 AB3854'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2112 ***********************************************************************
 NA2112  DESIGNATION -  COLUMBIA
 NA2112  PID         -  NA2112
 NA2112  STATE/COUNTY-  NY/HERKIMER
 NA2112  USGS QUAD   -  JORDANVILLE (1943)
 NA2112
 NA2112                         *CURRENT SURVEY CONTROL
 NA2112  ___________________________________________________________________
 NA2112* NAD 83(1996)-  42 56 02.36431(N)    074 59 54.91344(W)     ADJUSTED  
 NA2112* NAVD 88     -       523.4    (meters)    1717.     (feet)  VERTCON   
 NA2112  ___________________________________________________________________
 NA2112  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 NA2112  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NA2112
 NA2112  HORZ ORDER  -  FIRST
 NA2112
 NA2112.The horizontal coordinates were established by classical geodetic methods
 NA2112.and adjusted by the National Geodetic Survey in January 1999..
 NA2112
 NA2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2112
 NA2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2112
 NA2112.The geoid height was determined by GEOID03.
 NA2112
 NA2112;                    North         East     Units Scale Factor Converg.
 NA2112;SPC NY E     -   455,460.105   109,305.266   MT  0.99992037   -0 20 22.6
 NA2112;SPC NY E     - 1,494,288.69    358,612.36   sFT  0.99992037   -0 20 22.6
 NA2112;UTM  18      - 4,753,484.551   500,115.289   MT  0.99960000   +0 00 03.5
 NA2112
 NA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2112!SPC NY E     -   0.99992285  x   0.99992037  =   0.99984323
 NA2112!UTM  18      -   0.99992285  x   0.99960000  =   0.99952288
 NA2112
 NA2112|---------------------------------------------------------------------|
 NA2112| PID    Reference Object                     Distance      Geod. Az  |
 NA2112|                                                           dddmmss.s |
 NA2112| AI7981 COLUMBIA RM 2                        17.968 METERS 03732     |
 NA2112| AI7982 COLUMBIA AZ MK                                     1874622.4 |
 NA2112| AI7980 COLUMBIA RM 1                        30.024 METERS 28428     |
 NA2112|---------------------------------------------------------------------|
 NA2112
 NA2112                          SUPERSEDED SURVEY CONTROL
 NA2112
 NA2112  NAD 83(1986)-  42 56 02.36771(N)    074 59 54.91357(W) AD(       ) 1
 NA2112  NAD 27      -  42 56 02.11200(N)    074 59 56.35300(W) AD(       ) 1
 NA2112  NGVD 29 (07/19/86)  523.5    (m)         1718.     (f) VERT ANG       
 NA2112
 NA2112.Superseded values are not recommended for survey control.
 NA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2112.See file dsdata.txt to determine how the superseded data were derived.
 NA2112
 NA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0011553485(NAD 83)
 NA2112_MARKER: DS = TRIANGULATION STATION DISK
 NA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2112_STAMPING: COLUMBIA 1940
 NA2112_MARK LOGO: CGS   
 NA2112_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA2112
 NA2112  HISTORY     - Date     Condition        Report By
 NA2112  HISTORY     - 1940     MONUMENTED       CGS
 NA2112  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NA2112  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2112  HISTORY     - 19820930 GOOD             NGS
 NA2112
 NA2112                          STATION DESCRIPTION
 NA2112
 NA2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2112'STATION IS ABOUT 2 MILES E OF COLUMBIA CENTER, 5 MILES S OF
 NA2112'MOHAWK AND 5-1/2 MILES N OF RICHFIELD SPRINGS, ON THE PROPERTY
 NA2112'OF MR. RAY GAGE.  IT IS 0.4 MILE NE OF MR. GAGES HOUSE ON THE
 NA2112'HIGHEST PART OF A CULTIVATED HILL, AT THE T-INTERSECTION OF
 NA2112'FENCE LINES, 8 FEET W OF N-S FENCE, AND 6 FEET N OF E-W FENCE.
 NA2112'
 NA2112'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2112'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2112'
 NA2112'REFERENCE MARK NO.1 IS W OF THE STATION IN THE E-W FENCE LINE.
 NA2112'
 NA2112'REFERENCE MARK NO.2 IS NE OF THE STATION IN THE N-S FENCE LINE.
 NA2112'
 NA2112'THE AZIMUTH MARK IS IN THE FENCE ON THE E SIDE OF STATE ROUTE
 NA2112'28, 0.6 MILE S OF MR. GATES HOUSE, AND ABOUT 500 FEET S OF A
 NA2112'GRAVEL ROAD TO THE E.
 NA2112'
 NA2112'TO REACH FROM RICHFIELD SPRINGS GO W ON U.S. ROUTE 20 ABOUT 0.8
 NA2112'MILE TO A CAUTION LIGHT AT THE JUNCTION WITH STATE ROUTE 28.  TURN
 NA2112'RIGHT ON STATE ROUTE 28 AND GO N 5.0 MILES TO A FARM ROAD
 NA2112'RIGHT (THIS IS 0.2 MILE S OF MR. GAGES HOUSE), TURN RIGHT ON
 NA2112'FARM ROAD AND GO 0.4 MILE TO TOP OF HILL AND STATION.
 NA2112'
 NA2112'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NA2112
 NA2112                          STATION RECOVERY (1942)
 NA2112
 NA2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2112'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1940.  ALL
 NA2112'MARKS ARE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE
 NA2112'CHECKED AND FOUND CORRECT.  THE ORIGINAL DESCRIPTION IS
 NA2112'CONSIDERED ADEQUATE.
 NA2112'
 NA2112'WOODEN WATER TANK WITH RED ROOF WAS NOT LOCATED IN 1942.
 NA2112
 NA2112                          STATION RECOVERY (1974)
 NA2112
 NA2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA2112'STATION MARK, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NA2112'CONDITION.  RM 1 HAS BEEN HIT BY MACHINERY AND IS TILTED TO THE
 NA2112'NORTHWEST.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT
 NA2112'CHECKED.  VIEW FROM STATION IS OPEN IN ALL DIRECTIONS, AND THE
 NA2112'AZIMUTH MARK IS VISIBLE FROM STATION.
 NA2112'
 NA2112'STATION IS LOCATED ON A PROMINENT HILL AT THE EAST SIDE OF AN
 NA2112'OPEN, CULTIVATED FIELD.  STATION MARK IS A STANDARD DISK STAMPED
 NA2112'COLUMBIA 1940, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NA2112'PROJECTING 1 INCH FROM GROUND.  IT IS 8 FEET WEST OF A
 NA2112'NORTH-SOUTH FENCE, 50 FEET SOUTH OF THE EAST-WEST FENCE, AT WEST
 NA2112'EDGE OF A STONE PILE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 NA2112'
 NA2112'RM NO.1 IS A STANDARD DISK STAMPED COLUMBIA NO 1 1940, SET IN
 NA2112'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 NA2112'55 FEET SOUTH OF THE EAST-WEST FENCE LINE.  NOTE--THE OLD FENCE
 NA2112'LINE IN WHICH THE MARK WAS SET IS GONE.
 NA2112'
 NA2112'RM NO.2 IS A STANDARD DISK STAMPED COLUMBIA NO 2 1940, SET IN
 NA2112'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 NA2112'IN THE NORTH-SOUTH FENCE LINE, 9 FEET NORTH OF ITS JUNCTION WITH
 NA2112'THE EAST-WEST FENCE.
 NA2112'
 NA2112'AZIMUTH MARK IS A STANDARD DISK STAMPED COLUMBIA 1940, SET IN
 NA2112'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NA2112'GROUND.  IT IS ALONG THE WEST SIDE OF A FENCE LINE, ABOUT 500
 NA2112'FEET SOUTH OF ROBERTSON ROAD AND 3 FEET NORTH-NORTHEAST OF A
 NA2112'METAL WITNESS SIGN NAILED ONTO THE OLD WOODEN WITNESS POST.  TO
 NA2112'REACH FROM THE STATION, GO BACK DOWN TO NY RTE. 28 AT THE FARM
 NA2112'BUILDINGS, GO LEFT, SOUTH, ON NY RTE. 28 FOR 0.3 MILE.  TURN
 NA2112'LEFT ON ROBERTSON RD. AND GO 0.15 MILE TO A NORTH-SOUTH FENCE
 NA2112'ON RIGHT.  GO SOUTH ALONG FENCE FOR ABOUT 500 FEET TO THE
 NA2112'AZIMUTH MARK.
 NA2112'
 NA2112'TO REACH STATION FROM MOHAWK, GO SOUTH ON NY RTE. 28 FOR 3.7
 NA2112'MILES TO DENNISON CORNERS.  CONTINUE AHEAD FOR 2.6 MILES TO FARM
 NA2112'BUILDINGS ON LEFT.  TURN LEFT AND FOLLOW FARM ROAD
 NA2112'NORTHEAST 0.4 MILE TO STATION.
 NA2112'
 NA2112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2112'2 MILES EAST OF COLUMBIA.
 NA2112
 NA2112                          STATION RECOVERY (1982)
 NA2112
 NA2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NA2112'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 NA2112'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UP-ROOTED AND LAYING IN
 NA2112'THE FENCELINE.  THE FARMER REMOVED IT FROM HIS FIELD.  THE DIRECTION
 NA2112'TO REFERENCE MARK 2 CHECKED BUT A LONGER DISTANCE OF O.004 METER WAS
 NA2112'NOTED TO THE MARK.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A
 NA2112'NEW DESCRIPTION FOLLOWS.
 NA2112'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTH OF RICHFIELD
 NA2112'SPRINGS, 8.0 KM (4.95 MI) SOUTH OF MOHAWK AND 3.2 KM (2.00 MI) EAST OF
 NA2112'COLUMBIA CENTER.  IT IS ON A HIGH HILL AND JUST WEST OF A FENCELINE.
 NA2112'OWNERSHIP--RAYMOND GAGE, ROUTE 1, MOHAWK, NEW YORK, 13407.   TO REACH
 NA2112'THE STATION FROM THE POST OFFICE IN MOHAWK, GO SOUTH ON HIGHWAY 28 FOR
 NA2112'5.7 KM (3.55 MI) TO A CROSSROAD IN DENNISON CORNERS.  CONTINUE SOUTH
 NA2112'ON HIGHWAY 28 FOR 3.9 KM (2.45 MI) TO THE GAGE FARM ON THE LEFT.  FROM
 NA2112'THE HOUSE GO SOUTHEAST ON A FARM ROAD FOR 0.2 KM (0.15 MI) TO A SIDE
 NA2112'ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON A FARM ROAD FOR 0.6 KM (0.35
 NA2112'MI) TO THE STATION, IN A FENCELINE AND AT A LARGE PILE OF BOULDERS.
 NA2112'THE STATION IS A STANDARD NGS DISK STAMPED--COLUMBIA 1940--, SET INTO
 NA2112'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 NA2112'FLUSH WITH GROUND.  LOCATED 7.0 M (23.0 FT) NORTHEAST FROM A SMALL
 NA2112'TWIN TRUNKED TREE, 2.5 M (8.3 FT) NORTHWEST FROM A FENCE POST WITH A
 NA2112'BRACE AND 0.3 M (1.0 FT) NORTHWEST FROM A METAL POST.
 NA2112'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--COLUMBIA NO 2
 NA2112'1940--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 NA2112'CM) IN DIAMETER, FLUSH WITH GROUND. LOCATED 17.7 METERS (58.1 FT)
 NA2112'NORTHEAST FROM THE POST WITH THE BRACE NEAR THE STATION MARK.  0.6
 NA2112'METER (2.0 FT) SOUTHWEST FROM A FENCE POST WITH A TRIANGLE CUT INTO IT
 NA2112'ON THE EAST SIDE.  0.3 METER (1.0 FT) NORTHWEST FROM THE WIRE FENCE
 NA2112'AND 0.9 METER (3.0 FT) LOWER THAN THE STATION.
 NA2112'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--COLUMBIA 1940 NO 3
 NA2112'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 NA2112'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 9.3 METERS (30.5 FT)
 NA2112'SOUTHWEST FROM THE TWIN TRUNKED TREE.  0.3 METER (1.0 FT) NORTHWEST
 NA2112'FROM THE WIRE FENCE AND 0.6 METER (2.0 FT) FROM A FENCE POST AND 0.6
 NA2112'METER (2.0 FT) LOWER THAN THE STATION.
 NA2112'AZIMUTH MARK NO 1 IS A STANDARD NGS AZIMUTH MARK DISK
 NA2112'STAMPED--COLUMBIA 1940--, SET IN THE TOP OF A 30 CM (12-INCH) SQUARE
 NA2112'CONCRETE MONUMENT THAT PROJECTS 15 CM (6-INCHES) . IT IS 119.8 METERS
 NA2112'(393.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 0.8 METER (2.6
 NA2112'FT) NORTH-NORTHEAST OF A WOODEN WITNESS POST WITH A WITNESS SIGN
 NA2112'ATTACHED AND 0.3 METER (1.0 FT) WEST-NORTHWEST OF A WIRE FENCE.  TO
 NA2112'REACH THE MARK FROM THE POST OFFICE IN MOHAWK, GO SOUTH ON STATE
 NA2112'HIGHWAY 28 FOR 5.7 KM (3.55 MI) TO A CROSSROAD IN DENNISON CORNERS.
 NA2112'CONTINUE SOUTH ON HIGHWAY 28 FOR 3.9 KM (2.40 MI) TO THE GAGE FARM ON
 NA2112'THE LEFT.  (STATION COLUMBIA IS ON A HIGH HILL TO THE NORTHEAST FROM
 NA2112'HERE) .  CONTINUE SOUTH ON HIGHWAY 28 FOR 0.5 KM (0.30 MI) TO A SIDE
 NA2112'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.2 KM
 NA2112'(0.10 MI) TO A ROW OF MAPLE TREES AND A FENCELINE ON THE RIGHT.  TURN
 NA2112'RIGHT AND GO SOUTH ALONG THE FENCELINE FOR 393 FEET (119.8 M) TO THE
 NA2112'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0357 ***********************************************************************
 NC0357  DESIGNATION -  COLUMN
 NC0357  PID         -  NC0357
 NC0357  STATE/COUNTY-  NY/ERIE
 NC0357  USGS QUAD   -  BUFFALO NW (1965)
 NC0357
 NC0357                         *CURRENT SURVEY CONTROL
 NC0357  ___________________________________________________________________
 NC0357* NAD 83(1986)-  42 54 23.     (N)    078 54 06.     (W)     SCALED    
 NC0357* NAVD 88     -       178.456  (meters)     585.48   (feet)  ADJUSTED  
 NC0357  ___________________________________________________________________
 NC0357  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 NC0357  DYNAMIC HT  -         178.409 (meters)     585.33  (feet)  COMP
 NC0357  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 NC0357
 NC0357  VERT ORDER  -  FIRST     CLASS 0
 NC0357
 NC0357.The horizontal coordinates were scaled from a topographic map and have
 NC0357.an estimated accuracy of +/- 6 seconds.
 NC0357
 NC0357.The orthometric height was determined by differential leveling
 NC0357.and adjusted by the National Geodetic Survey in June 1991..
 NC0357
 NC0357.The geoid height was determined by GEOID03.
 NC0357
 NC0357.The dynamic height is computed by dividing the NAVD 88
 NC0357.geopotential number by the normal gravity value computed on the
 NC0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0357.degrees latitude (g = 980.6199 gals.).
 NC0357
 NC0357.The modeled gravity was interpolated from observed gravity values.
 NC0357
 NC0357;                    North         East    Units  Estimated Accuracy
 NC0357;SPC NY W     -   322,820.      324,010.      MT  (+/- 180 meters Scaled)
 NC0357
 NC0357                          SUPERSEDED SURVEY CONTROL
 NC0357
 NC0357  NGVD 29 (??/??/92)  178.622  (m)          586.03   (f) ADJ UNCH    1 0
 NC0357
 NC0357.Superseded values are not recommended for survey control.
 NC0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0357.See file dsdata.txt to determine how the superseded data were derived.
 NC0357
 NC0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH712525(NAD 83)
 NC0357_MARKER: DB = BENCH MARK DISK
 NC0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0357_SP_SET: PIER
 NC0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0357
 NC0357  HISTORY     - Date     Condition        Report By
 NC0357  HISTORY     - UNK      MONUMENTED       USLS
 NC0357  HISTORY     - 1970     GOOD             USLS
 NC0357  HISTORY     - 1977     GOOD             NGS
 NC0357
 NC0357                          STATION DESCRIPTION
 NC0357
 NC0357'DESCRIBED BY US LAKE SURVEY 1970
 NC0357'IN BUFFALO.
 NC0357'IS AT BUFFALO, ERIE COUNTY, NEW YORK, ON RIVER FACE OF BRIDGE PIER
 NC0357'BETWEEN THE NEW YORK THRUWAY AND THE BLACK ROCK CANAL OF THE PEACE
 NC0357'BRIDGE, 1.1 FEET FROM DOWNRIVER FACE OF THE PIER, 1-1/2 FEET ABOVE THE
 NC0357'GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE
 NC0357'DISC SET INTO THE CONCRETE.
 NC0357
 NC0357                          STATION RECOVERY (1977)
 NC0357
 NC0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3964 ***********************************************************************
 LX3964  DESIGNATION -  COMAN
 LX3964  PID         -  LX3964
 LX3964  STATE/COUNTY-  NY/WESTCHESTER
 LX3964  USGS QUAD   -  MOUNT KISCO (1975)
 LX3964
 LX3964                         *CURRENT SURVEY CONTROL
 LX3964  ___________________________________________________________________
 LX3964* NAD 83(1996)-  41 08 46.45825(N)    073 41 07.91890(W)     ADJUSTED  
 LX3964* NAVD 88     -       194.     (meters)     636.     (feet)  VERTCON   
 LX3964  ___________________________________________________________________
 LX3964  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 LX3964  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3964
 LX3964  HORZ ORDER  -  FIRST
 LX3964
 LX3964.The horizontal coordinates were established by classical geodetic methods
 LX3964.and adjusted by the National Geodetic Survey in January 1999..
 LX3964
 LX3964.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3964
 LX3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3964
 LX3964.The geoid height was determined by GEOID03.
 LX3964
 LX3964;                    North         East     Units Scale Factor Converg.
 LX3964;SPC NY E     -   257,106.235   218,367.125   MT  0.99995751   +0 32 09.3
 LX3964;SPC NY E     -   843,522.71    716,426.14   sFT  0.99995751   +0 32 09.3
 LX3964;SPC CT       -   187,575.726   226,264.666   MT  1.00000587   -0 37 13.1
 LX3964;SPC CT       -   615,404.69    742,336.66   sFT  1.00000587   -0 37 13.1
 LX3964;UTM  18      - 4,555,823.743   610,305.303   MT  0.99974975   +0 51 53.9
 LX3964
 LX3964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3964!SPC NY E     -   0.99997439  x   0.99995751  =   0.99993190
 LX3964!SPC CT       -   0.99997439  x   1.00000587  =   0.99998026
 LX3964!UTM  18      -   0.99997439  x   0.99974975  =   0.99972415
 LX3964
 LX3964|---------------------------------------------------------------------|
 LX3964| PID    Reference Object                     Distance      Geod. Az  |
 LX3964|                                                           dddmmss.s |
 LX3964| CB3862 COMAN RM 1                            6.620 METERS 22321     |
 LX3964| LX4067 VALHALLA WATER DIST NEW TANK        APPROX. 8.8 KM 2345249.8 |
 LX3964| LX3963 SEVEN                               APPROX. 2.6 KM 3302029.0 |
 LX3964| CB3863 COMAN RM 2                            8.764 METERS 35131     |
 LX3964|---------------------------------------------------------------------|
 LX3964
 LX3964                          SUPERSEDED SURVEY CONTROL
 LX3964
 LX3964  NAD 83(1996)-  41 08 46.45859(N)    073 41 07.91909(W) AD(       ) 1
 LX3964  NAD 83(1992)-  41 08 46.45762(N)    073 41 07.91915(W) AD(       ) 1
 LX3964  NAD 83(1986)-  41 08 46.46002(N)    073 41 07.91904(W) AD(       ) 1
 LX3964  NAD 27      -  41 08 46.11406(N)    073 41 09.45014(W) AD(       ) 1
 LX3964  NGVD 29 (07/19/86)  194.     (m)          636.     (f) VERT ANG       
 LX3964
 LX3964.Superseded values are not recommended for survey control.
 LX3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3964.See file dsdata.txt to determine how the superseded data were derived.
 LX3964
 LX3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1030555824(NAD 83)
 LX3964_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3964
 LX3964  HISTORY     - Date     Condition        Report By
 LX3964  HISTORY     - 1966     MONUMENTED       CGS
 LX3964  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3964
 LX3964                          STATION DESCRIPTION
 LX3964
 LX3964'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3964'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MOUNT KISCO,
 LX3964'4-1/4 MILES SOUTHWEST OF BEDFORD, 2 MILES NORTHEAST OF ARMONK AND
 LX3964'ON PROPERTY OF THE BYRAM HILLS CENTRAL SCHOOLS (COMAN HILL SCHOOL).
 LX3964'
 LX3964'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 128
 LX3964'IN ARMONK, GO EAST ON HIGHWAYS 22 AND 128 FOR 1.0 MILE TO THEIR
 LX3964'JUNCTION.  CONTINUE EAST AND NORTHEAST AND NORTH ON STATE HIGHWAY
 LX3964'22 FOR 1.8 MILES TO THE COMAN HILL SCHOOL ON THE LEFT AND THE
 LX3964'STATION AS DESCRIBED.
 LX3964'
 LX3964'THE STATION MARK IS A STANDARD DISK STAMPED COMAN 1966, SET IN
 LX3964'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX3964'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15.8 FEET NORTH OF
 LX3964'THE NORTHWEST CORNER OF THE SCHOOL BUILDING AND 4.2 FEET
 LX3964'WEST-NORTHWEST OF THE WEST EDGE OF A HARD SURFACED PLAY AREA.
 LX3964'
 LX3964'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COMAN NO 1 1966, SET
 LX3964'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX3964'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 18.1 FEET WEST OF THE
 LX3964'NORTHWEST CORNER OF THE SCHOOL BUILDING AND 18 FEET WEST-NORTHWEST
 LX3964'OF THE WEST EDGE OF THE SCHOOL BUILDING.
 LX3964'
 LX3964'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COMAN NO 2 1966, SET
 LX3964'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX3964'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 44.5 FEET NORTH OF THE
 LX3964'NORTHWEST CORNER OF THE SCHOOL BUILDING AND 10.4 FEET
 LX3964'WEST-NORTHWEST OF THE WEST EDGE OF THE HARD SURFACED PLAY AREA.
 LX3964'
 LX3964'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LX3964
 LX3964                          STATION RECOVERY (1975)
 LX3964
 LX3964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3964'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION IS
 LX3964'OPEN TO ALL AREAS EXCEPT TO SOUTH-SOUTHEAST, WHERE THE SCHOOL
 LX3964'BUILDING BLOCKS.
 LX3964'
 LX3964'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX3964'
 LX3964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3964'5 MILES SE OF MOUNT KISCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3944 ***********************************************************************
 LX3944  DESIGNATION -  COMAN AZ 1
 LX3944  PID         -  LX3944
 LX3944  STATE/COUNTY-  NY/WESTCHESTER
 LX3944  USGS QUAD   -  GLENVILLE (1971)
 LX3944
 LX3944                         *CURRENT SURVEY CONTROL
 LX3944  ___________________________________________________________________
 LX3944* NAD 83(1996)-  41 07 02.59293(N)    073 42 56.25831(W)     ADJUSTED  
 LX3944* NAVD 88     -       160.     (meters)     525.     (feet)  VERTCON   
 LX3944  ___________________________________________________________________
 LX3944  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 LX3944  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX3944
 LX3944  HORZ ORDER  -  SECOND
 LX3944
 LX3944.The horizontal coordinates were established by classical geodetic methods
 LX3944.and adjusted by the National Geodetic Survey in January 1999..
 LX3944
 LX3944.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3944
 LX3944.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3944
 LX3944.The geoid height was determined by GEOID03.
 LX3944
 LX3944;                    North         East     Units Scale Factor Converg.
 LX3944;SPC NY E     -   253,879.178   215,869.814   MT  0.99995338   +0 30 57.0
 LX3944;SPC NY E     -   832,935.27    708,232.88   sFT  0.99995338   +0 30 57.0
 LX3944;UTM  18      - 4,552,583.079   607,827.079   MT  0.99974309   +0 50 40.9
 LX3944
 LX3944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3944!SPC NY E     -   0.99997974  x   0.99995338  =   0.99993312
 LX3944!UTM  18      -   0.99997974  x   0.99974309  =   0.99972284
 LX3944
 LX3944                          SUPERSEDED SURVEY CONTROL
 LX3944
 LX3944  NAD 83(1996)-  41 07 02.59337(N)    073 42 56.25860(W) AD(       ) 2
 LX3944  NAD 83(1992)-  41 07 02.59247(N)    073 42 56.25872(W) AD(       ) 2
 LX3944  NAD 83(1986)-  41 07 02.59471(N)    073 42 56.25841(W) AD(       ) 2
 LX3944  NAD 27      -  41 07 02.24794(N)    073 42 57.78649(W) AD(       ) 2
 LX3944  NGVD 29 (07/19/86)  160.     (m)          525.     (f) VERT ANG       
 LX3944
 LX3944.Superseded values are not recommended for survey control.
 LX3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3944.See file dsdata.txt to determine how the superseded data were derived.
 LX3944
 LX3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0782752583(NAD 83)
 LX3944_MARKER: Z = SEE DESCRIPTION
 LX3944_SETTING: 0 = UNSPECIFIED SETTING
 LX3944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3944
 LX3944  HISTORY     - Date     Condition        Report By
 LX3944  HISTORY     - 1966     MONUMENTED       NY-119
 LX3944
 LX3944                          STATION DESCRIPTION
 LX3944
 LX3944'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3944'POSITION DETERMINED BY TRAVERSE FROM STATION COMAN 1966 AND
 LX3944'CHECKED BY ADDITIONAL OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0240 ***********************************************************************
 OG0240  DESIGNATION -  COMFORT USLS
 OG0240  PID         -  OG0240
 OG0240  STATE/COUNTY-  NY/NIAGARA
 OG0240  USGS QUAD   -  
 OG0240
 OG0240                         *CURRENT SURVEY CONTROL
 OG0240  ___________________________________________________________________
 OG0240* NAD 83(1986)-  43 07 12.     (N)    079 03 54.     (W)     SCALED    
 OG0240* NAVD 88     -       180.567  (meters)     592.41   (feet)  ADJUSTED  
 OG0240  ___________________________________________________________________
 OG0240  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OG0240  DYNAMIC HT  -         180.523 (meters)     592.27  (feet)  COMP
 OG0240  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 OG0240
 OG0240  VERT ORDER  -  FIRST     CLASS 0
 OG0240
 OG0240.The horizontal coordinates were scaled from a topographic map and have
 OG0240.an estimated accuracy of +/- 6 seconds.
 OG0240
 OG0240.The orthometric height was determined by differential leveling
 OG0240.and adjusted by the National Geodetic Survey in June 1991..
 OG0240
 OG0240.The geoid height was determined by GEOID03.
 OG0240
 OG0240.The dynamic height is computed by dividing the NAVD 88
 OG0240.geopotential number by the normal gravity value computed on the
 OG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0240.degrees latitude (g = 980.6199 gals.).
 OG0240
 OG0240.The modeled gravity was interpolated from observed gravity values.
 OG0240
 OG0240;                    North         East    Units  Estimated Accuracy
 OG0240;SPC NY W     -   346,610.      310,800.      MT  (+/- 180 meters Scaled)
 OG0240
 OG0240                          SUPERSEDED SURVEY CONTROL
 OG0240
 OG0240.No superseded survey control is available for this station.
 OG0240
 OG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH574759(NAD 83)
 OG0240_MARKER: B = BOLT
 OG0240_SETTING: 66 = SET IN ROCK OUTCROP
 OG0240_SP_SET: ROCK OUTCROP
 OG0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OG0240+STABILITY: POSITION/ELEVATION WELL
 OG0240
 OG0240  HISTORY     - Date     Condition        Report By
 OG0240  HISTORY     - UNK      MONUMENTED       USLS
 OG0240  HISTORY     - 1970     GOOD             USLS
 OG0240  HISTORY     - 1977     GOOD             NGS
 OG0240
 OG0240                          STATION DESCRIPTION
 OG0240
 OG0240'DESCRIBED BY US LAKE SURVEY 1970
 OG0240'IN NIAGARA FALLS.
 OG0240'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, 3 MILES SOUTH OF
 OG0240'LEWISTON-QUEENSTON BRIDGE, IN WHIRLPOOL STATE PARK, ABOUT 750 FEET
 OG0240'WEST OF ROBERT MOSES PARKWAY, 55.4 FEET SOUTHEAST OF SOUTHEAST CORNER
 OG0240'OF A STONE COMFORT STATION, 36.3 FEET EASTERLY OF A 16-INCH OAK, 33.5
 OG0240'FEET NORTHERLY OF LIGHT POLE NO. 59-J., 26.2 FEET SOUTH OF A 5-INCH
 OG0240'BEECH, JUST ABOVE THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 OG0240'A 1/2-INCH DIAMETER STEEL BOLT SET INTO A 2 X 3 FOOT PIECE OF EXPOSED
 OG0240'OUTCROP.
 OG0240
 OG0240                          STATION RECOVERY (1977)
 OG0240
 OG0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2594 ***********************************************************************
 KU2594  DESIGNATION -  COMMACK SUFFOLK CO WATER TANK
 KU2594  PID         -  KU2594
 KU2594  STATE/COUNTY-  NY/SUFFOLK
 KU2594  USGS QUAD   -  GREENLAWN (1979)
 KU2594
 KU2594                         *CURRENT SURVEY CONTROL
 KU2594  ___________________________________________________________________
 KU2594* NAD 83(1996)-  40 49 23.13039(N)    073 16 25.36208(W)     ADJUSTED  
 KU2594* NAVD 88     -                                                        
 KU2594  ___________________________________________________________________
 KU2594  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KU2594  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KU2594
 KU2594  HORZ ORDER  -  THIRD
 KU2594
 KU2594.The horizontal coordinates were established by classical geodetic methods
 KU2594.and adjusted by the National Geodetic Survey in January 1999..
 KU2594
 KU2594
 KU2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2594
 KU2594.The geoid height was determined by GEOID03.
 KU2594
 KU2594;                    North         East     Units Scale Factor Converg.
 KU2594;SPC NY L     -    73,147.587   361,268.486   MT  0.99999501   +0 28 30.2
 KU2594;SPC NY L     -   239,985.04  1,185,261.69   sFT  0.99999501   +0 28 30.2
 KU2594;UTM  18      - 4,520,552.749   645,574.228   MT  0.99986084   +1 07 43.4
 KU2594
 KU2594                          SUPERSEDED SURVEY CONTROL
 KU2594
 KU2594  NAD 83(1996)-  40 49 23.13267(N)    073 16 25.36142(W) AD(       ) 4
 KU2594  NAD 83(1992)-  40 49 23.13188(N)    073 16 25.36061(W) AD(       ) 4
 KU2594  NAD 83(1986)-  40 49 23.13418(N)    073 16 25.36242(W) AD(       ) 4
 KU2594  NAD 27      -  40 49 22.78321(N)    073 16 26.94136(W) AD(       ) 3
 KU2594
 KU2594.Superseded values are not recommended for survey control.
 KU2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2594.See file dsdata.txt to determine how the superseded data were derived.
 KU2594
 KU2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4557420553(NAD 83)
 KU2594_MARKER: 53 = ELEVATED TANK
 KU2594_SETTING: 0 = UNSPECIFIED SETTING
 KU2594
 KU2594  HISTORY     - Date     Condition        Report By
 KU2594  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2594  HISTORY     - 1984     GOOD             USCG
 KU2594  HISTORY     - 20030428 GOOD             USPSQD
 KU2594
 KU2594                          STATION DESCRIPTION
 KU2594
 KU2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2594'THE POINT INTERSECTED IS THE FINIAL OF A GRAY COLORED, METAL WATER
 KU2594'TANK WHICH IS SUPPORTED BY 6 STEEL LEGS.  THE OVER-ALL HEIGHT OF
 KU2594'THE STRUCTURE IS 150 FEET.
 KU2594'
 KU2594'IT IS LOCATED IN THE EASTERN PART OF COMMACK, 0.2 MILE SOUTH OF
 KU2594'THE JUNCTION OF WICKS PATH ROAD AND NEW HIGHWAY AND ON PROPERTY
 KU2594'OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY.
 KU2594
 KU2594                          STATION RECOVERY (1984)
 KU2594
 KU2594'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2594'STATION RECOVERY IN VERY GOOD CONDITION.  ADDITIONAL NOTE--WALKWAY
 KU2594'SURROUNDS UPPER PORTION OF TOWER.  ACCESS STAIRWAY VISIBLE FROM
 KU2594'SOUTH SIDE OF TOWER.  WICKS PATH ROAD DEAD ENDS WITH A LOCKED GATE.
 KU2594'TOWER IS VISIBLE FROM FISHER ROAD.  THERE ARE NO MARKINGS ON
 KU2594'TOWER.
 KU2594
 KU2594                          STATION RECOVERY (2003)
 KU2594
 KU2594'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2609 ***********************************************************************
 KU2609  DESIGNATION -  COMMACK WATER TANK
 KU2609  PID         -  KU2609
 KU2609  STATE/COUNTY-  NY/SUFFOLK
 KU2609  USGS QUAD   -  GREENLAWN (1979)
 KU2609
 KU2609                         *CURRENT SURVEY CONTROL
 KU2609  ___________________________________________________________________
 KU2609* NAD 83(1996)-  40 49 54.58681(N)    073 18 35.74187(W)     ADJUSTED  
 KU2609* NAVD 88     -                                                        
 KU2609  ___________________________________________________________________
 KU2609  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 KU2609  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 KU2609
 KU2609  HORZ ORDER  -  THIRD
 KU2609
 KU2609.The horizontal coordinates were established by classical geodetic methods
 KU2609.and adjusted by the National Geodetic Survey in January 1999..
 KU2609
 KU2609
 KU2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2609
 KU2609.The geoid height was determined by GEOID03.
 KU2609
 KU2609;                    North         East     Units Scale Factor Converg.
 KU2609;SPC NY L     -    74,093.201   358,205.733   MT  0.99999495   +0 27 04.9
 KU2609;SPC NY L     -   243,087.44  1,175,213.31   sFT  0.99999495   +0 27 04.9
 KU2609;UTM  18      - 4,521,463.228   642,501.314   MT  0.99984994   +1 06 18.8
 KU2609
 KU2609                          SUPERSEDED SURVEY CONTROL
 KU2609
 KU2609  NAD 83(1996)-  40 49 54.58909(N)    073 18 35.74114(W) AD(       ) 4
 KU2609  NAD 83(1992)-  40 49 54.58837(N)    073 18 35.74024(W) AD(       ) 4
 KU2609  NAD 83(1986)-  40 49 54.59051(N)    073 18 35.74215(W) AD(       ) 4
 KU2609  NAD 27      -  40 49 54.24009(N)    073 18 37.31844(W) AD(       ) 3
 KU2609
 KU2609.Superseded values are not recommended for survey control.
 KU2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2609.See file dsdata.txt to determine how the superseded data were derived.
 KU2609
 KU2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4250121463(NAD 83)
 KU2609_MARKER: 53 = ELEVATED TANK
 KU2609_SETTING: 0 = UNSPECIFIED SETTING
 KU2609
 KU2609  HISTORY     - Date     Condition        Report By
 KU2609  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2609  HISTORY     - 1984     GOOD             USCG
 KU2609  HISTORY     - 20030428 GOOD             USPSQD
 KU2609
 KU2609                          STATION DESCRIPTION
 KU2609
 KU2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2609'THE STATION IS THE CAP ATOP A LARGE 10 LEGGED METAL WATER TANK
 KU2609'WHICH IS PAINTED GREEN, RED AND WHITE.  THE WHITE PORTION HAS
 KU2609'BLACK LETTERING READING GREENLAWN WATER DISTRICT.  THE OVER-ALL
 KU2609'HEIGHT OF THE TANK IS 185 FEET.
 KU2609'
 KU2609'THE TANK IS OWNED BY THE GREENLAWN WATER DISTRICT AND IS LOCATED
 KU2609'AT WICKS ROAD AND LARKFIELD ROAD IN COMMACK.
 KU2609'
 KU2609'TO REACH THE TANK FROM THE JUNCTION OF JERICHO TURNPIKE (STATE
 KU2609'HIGHWAY 25), IN COMMACK, AND LARKFIELD ROAD, GO SOUTH ON LARKFIELD
 KU2609'ROAD FOR 0.7 MILE WICKS ROAD LEFT AND THE TANK JUST SOUTHEAST OF
 KU2609'THIS JUNCTION.
 KU2609
 KU2609                          STATION RECOVERY (1984)
 KU2609
 KU2609'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2609'THIS WATER TANK HAS BEEN REPAINTED VARIOUS SHADES OF GREEN.
 KU2609'CORRECTION--THE LIGHTER GREEN UPPER PORTION NOW HAS WHITE LETTERING
 KU2609'READING - GREENLAWN WATER DISTRICT.  THE TANK IS EASILY VISIBLE AND
 KU2609'ACCESSIBLE FROM LARKFIELD AND WICKS ROAD.  PROTECTED BY A 6 FT
 KU2609'FENCE.  AREA IS A PARK LIKE, WELL TENDED ENCLOSURE.  ACCESS
 KU2609'LADDER VISIBLE ON SOUTH SIDE.  GRAFITTI PAINTED ON BOTH LOWER AND
 KU2609'UPPER PORTIONS OF TANK.  WALK AROUND FENCED IN AREA ON TOP.
 KU2609'REF. UTILITY POLE HUNTINGTON TRAFFIC SIGNAL POLE, WOOD BURNED
 KU2609'LETTERS ON SOUTH SIDE (A-108-SPP-2/35) ABOUT 10 FT FROM
 KU2609'INTERSECTION LARKFIELD AND WICKS.  LILCO POLE A-284, 60 FT SO.
 KU2609'OF WICKS ON LARKFIELD.
 KU2609
 KU2609                          STATION RECOVERY (2003)
 KU2609
 KU2609'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3303 ***********************************************************************
 KU3303  DESIGNATION -  COMMUNICATION 1938
 KU3303  PID         -  KU3303
 KU3303  STATE/COUNTY-  NY/QUEENS
 KU3303  USGS QUAD   -  JAMAICA (1979)
 KU3303
 KU3303                         *CURRENT SURVEY CONTROL
 KU3303  ___________________________________________________________________
 KU3303* NAD 83(1996)-  40 44 55.61701(N)    073 50 48.11616(W)     ADJUSTED  
 KU3303* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU3303  ___________________________________________________________________
 KU3303  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 KU3303  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU3303
 KU3303  HORZ ORDER  -  THIRD
 KU3303
 KU3303.The horizontal coordinates were established by classical geodetic methods
 KU3303.and adjusted by the National Geodetic Survey in January 1999..
 KU3303
 KU3303.The orthometric height was scaled from a topographic map.
 KU3303
 KU3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3303
 KU3303.The geoid height was determined by GEOID03.
 KU3303
 KU3303;                    North         East     Units Scale Factor Converg.
 KU3303;SPC NY L     -    64,652.928   312,946.809   MT  0.99999646   +0 06 01.0
 KU3303;SPC NY L     -   212,115.48  1,026,726.32   sFT  0.99999646   +0 06 01.0
 KU3303;SPC NY E     -   212,857.586   205,168.434   MT  0.99993745   +0 25 35.2
 KU3303;SPC NY E     -   698,350.26    673,123.44   sFT  0.99993745   +0 25 35.2
 KU3303;UTM  18      - 4,511,509.818   597,362.709   MT  0.99971668   +0 45 10.3
 KU3303
 KU3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3303!SPC NY L     -   1.00000405  x   0.99999646  =   1.00000051
 KU3303!SPC NY E     -   1.00000405  x   0.99993745  =   0.99994150
 KU3303!UTM  18      -   1.00000405  x   0.99971668  =   0.99972073
 KU3303
 KU3303|---------------------------------------------------------------------|
 KU3303| PID    Reference Object                     Distance      Geod. Az  |
 KU3303|                                                           dddmmss.s |
 KU3303| KU3301 TRYLON                              356.428 METERS 14903     |
 KU3303| KU3750 ASTORIA 1938                        APPROX. 1.3 KM 3253819.8 |
 KU3303|---------------------------------------------------------------------|
 KU3303
 KU3303                          SUPERSEDED SURVEY CONTROL
 KU3303
 KU3303  NAD 83(1996)-  40 44 55.61747(N)    073 50 48.11569(W) AD(       ) 3
 KU3303  NAD 83(1992)-  40 44 55.61704(N)    073 50 48.11605(W) AD(       ) 3
 KU3303  NAD 83(1986)-  40 44 55.62200(N)    073 50 48.11570(W) AD(       ) 3
 KU3303  NAD 27      -  40 44 55.24700(N)    073 50 49.62700(W) AD(       ) 3
 KU3303
 KU3303.Superseded values are not recommended for survey control.
 KU3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3303.See file dsdata.txt to determine how the superseded data were derived.
 KU3303
 KU3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9736311510(NAD 83)
 KU3303_MARKER: N = NAIL
 KU3303_SETTING: 0 = UNSPECIFIED SETTING
 KU3303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3303
 KU3303  HISTORY     - Date     Condition        Report By
 KU3303  HISTORY     - 1938     MONUMENTED       CGS
 KU3303
 KU3303                          STATION DESCRIPTION
 KU3303
 KU3303'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (MAH)
 KU3303'STATION IS A NAIL IN THE TOP OF THE AUDITORIUM ROOF OF THE
 KU3303'TEMPORARY COMMUNICATION BUILDING, AT THE NEW YORK WORLDS FAIR
 KU3303'GROUNDS.  IT IS 22.12 FEET E OF THE EXTREME WESTERLY POINT OF THE
 KU3303'BUILDING, 46.45 FEET NW OF WESTERLY EDGE OF CURVE-FACE OF
 KU3303'BUILDING, AND 24.50 FEET W OF NW CORNER OF W VENTILATOR.  NAIL IS
 KU3303'DRIVEN FLUSH WITH TOP OF ROOF.
 KU3303'
 KU3303'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2373 ***********************************************************************
 KU2373  DESIGNATION -  COMMUNITY
 KU2373  PID         -  KU2373
 KU2373  STATE/COUNTY-  NY/SUFFOLK
 KU2373  USGS QUAD   -  SAYVILLE (1976)
 KU2373
 KU2373                         *CURRENT SURVEY CONTROL
 KU2373  ___________________________________________________________________
 KU2373* NAD 83(1996)-  40 39 48.77919(N)    073 04 26.03730(W)     ADJUSTED  
 KU2373* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 KU2373  ___________________________________________________________________
 KU2373  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KU2373  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU2373
 KU2373  HORZ ORDER  -  SECOND
 KU2373
 KU2373.The horizontal coordinates were established by classical geodetic methods
 KU2373.and adjusted by the National Geodetic Survey in January 1999..
 KU2373
 KU2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2373
 KU2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2373
 KU2373.The geoid height was determined by GEOID03.
 KU2373
 KU2373;                    North         East     Units Scale Factor Converg.
 KU2373;SPC NY L     -    55,590.639   378,311.078   MT  1.00000017   +0 36 20.7
 KU2373;SPC NY L     -   182,383.62  1,241,175.60   sFT  1.00000017   +0 36 20.7
 KU2373;UTM  18      - 4,503,192.588   662,813.620   MT  0.99992629   +1 15 19.3
 KU2373
 KU2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2373!SPC NY L     -   1.00000444  x   1.00000017  =   1.00000461
 KU2373!UTM  18      -   1.00000444  x   0.99992629  =   0.99993073
 KU2373
 KU2373:                Primary Azimuth Mark                     Grid Az
 KU2373:SPC NY L     -  PARKER                                   070 10 04.0
 KU2373:UTM  18      -  PARKER                                   069 31 05.4
 KU2373
 KU2373|---------------------------------------------------------------------|
 KU2373| PID    Reference Object                     Distance      Geod. Az  |
 KU2373|                                                           dddmmss.s |
 KU2373| KU2370 PARKER                              APPROX. 2.6 KM 0704624.7 |
 KU2373| CB6697 COMMUNITY RM 1                       31.930 METERS 16345     |
 KU2373| CB6698 COMMUNITY RM 2                       32.196 METERS 19342     |
 KU2373|---------------------------------------------------------------------|
 KU2373
 KU2373                          SUPERSEDED SURVEY CONTROL
 KU2373
 KU2373  NAD 83(1996)-  40 39 48.78173(N)    073 04 26.03774(W) AD(       ) 2
 KU2373  NAD 83(1992)-  40 39 48.78068(N)    073 04 26.03770(W) AD(       ) 2
 KU2373  NAD 83(1986)-  40 39 48.78440(N)    073 04 26.03777(W) AD(       ) 2
 KU2373  NAD 27      -  40 39 48.42687(N)    073 04 27.63945(W) AD(       ) 2
 KU2373  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 KU2373
 KU2373.Superseded values are not recommended for survey control.
 KU2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2373.See file dsdata.txt to determine how the superseded data were derived.
 KU2373
 KU2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6281403193(NAD 83)
 KU2373_MARKER: DS = TRIANGULATION STATION DISK
 KU2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2373
 KU2373  HISTORY     - Date     Condition        Report By
 KU2373  HISTORY     - 1962     MONUMENTED       CGS
 KU2373
 KU2373                          STATION DESCRIPTION
 KU2373
 KU2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2373'THE STATION IS LOCATED ON FIRE ISLAND, ABOUT 3.5 MILES EAST OF
 KU2373'THE POINT O WOODS WATER TANK, 0.6 MILE EAST OF THE SMALL
 KU2373'COMMUNITY OF CHERRY GROVE AND 0.5 MILE WEST OF THE SMALL
 KU2373'COMMUNITY OF LONE HILL.
 KU2373'
 KU2373'TO REACH THE STATION FROM THE JUNCTION OF THE WM. FLOYD PARKWAY
 KU2373'AND STATE HIGHWAY 27, 1 BLOCK EAST OF THE SHIRLEY POST OFFICE, GO
 KU2373'SOUTH ON THE WM FLOYD PARKWAY FOR 5 MILES TO ITS END, GO WEST DOWN
 KU2373'THE BEACH FOR 11.5 MILES TO THE OLD LONE HILL COAST GUARD
 KU2373'STATION AND STATION.
 KU2373'
 KU2373'STATION MARK IS 59.1 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 KU2373'COMMUNITY BUILDING, 31.3 FEET NORTH OF THE NORTHWEST CORNER OF
 KU2373'COMMUNITY BUILDING, 26.0 FEET EAST OF A POWER POLE NUMBER 1796
 KU2373'AND 25.4 FEET EAST OF THE EAST EDGE OF THE COAST GUARD SIDEWALK.
 KU2373'THE MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, FLUSH
 KU2373'AND STAMPED COMMUNITY 1962.
 KU2373'
 KU2373'BENCH MARK NO. 5 1933 IS 44.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KU2373'OF COMMUNITY BUILDING, 13.2 FEET SOUTH OF A POWER POLE NUMBER 1797
 KU2373'AND 2.5 FEET EAST OF THE EAST EDGE OF THE COAST GUARD SIDEWALK.
 KU2373'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A SQUARE
 KU2373'BLOCK OF CONCRETE, FLUSH AND STAMPED NO 5 1933.
 KU2373'
 KU2373'BENCH MARK D375 1956 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KU2373'IN THE NORTHEAST FOUNDATION OF THE OLD COAST GUARD LOOKOUT TOWER,
 KU2373'WHICH PROJECTS ABOUT 4 FEET AND STAMPED D 375 1956.
 KU2373'
 KU2373'NOTE--A 4-WHEEL DRIVE TRUCK IS NEEDED TO REACH THE STATION.
 KU2373'
 KU2373'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3768 ***********************************************************************
 KU3768  DESIGNATION -  COMMUNITY
 KU3768  PID         -  KU3768
 KU3768  STATE/COUNTY-  NY/BRONX
 KU3768  USGS QUAD   -  FLUSHING (1979)
 KU3768
 KU3768                         *CURRENT SURVEY CONTROL
 KU3768  ___________________________________________________________________
 KU3768* NAD 83(1996)-  40 48 50.44545(N)    073 48 56.57194(W)     ADJUSTED  
 KU3768* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3768  ___________________________________________________________________
 KU3768  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 KU3768  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KU3768
 KU3768  HORZ ORDER  -  THIRD
 KU3768
 KU3768.The horizontal coordinates were established by classical geodetic methods
 KU3768.and adjusted by the National Geodetic Survey in January 1999..
 KU3768
 KU3768.The orthometric height was scaled from a topographic map.
 KU3768
 KU3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3768
 KU3768.The geoid height was determined by GEOID03.
 KU3768
 KU3768;                    North         East     Units Scale Factor Converg.
 KU3768;SPC NY E     -   220,120.660   207,728.454   MT  0.99994101   +0 26 50.2
 KU3768;SPC NY E     -   722,179.20    681,522.44   sFT  0.99994101   +0 26 50.2
 KU3768;SPC NY L     -    71,901.707   315,548.315   MT  0.99999510   +0 07 13.9
 KU3768;SPC NY L     -   235,897.52  1,035,261.43   sFT  0.99999510   +0 07 13.9
 KU3768;UTM  18      - 4,518,785.770   599,880.729   MT  0.99972279   +0 46 26.8
 KU3768
 KU3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3768!SPC NY E     -   1.00000449  x   0.99994101  =   0.99994550
 KU3768!SPC NY L     -   1.00000449  x   0.99999510  =   0.99999959
 KU3768!UTM  18      -   1.00000449  x   0.99972279  =   0.99972728
 KU3768
 KU3768|---------------------------------------------------------------------|
 KU3768| PID    Reference Object                     Distance      Geod. Az  |
 KU3768|                                                           dddmmss.s |
 KU3768| CB6695 COMMUNITY RM 1                        9.062 METERS 18904     |
 KU3768| KU3871 WHITESTONE POINT BEACON             APPROX. 1.4 KM 1930558.5 |
 KU3768| CB6696 COMMUNITY RM 2                        9.070 METERS 25444     |
 KU3768|---------------------------------------------------------------------|
 KU3768
 KU3768                          SUPERSEDED SURVEY CONTROL
 KU3768
 KU3768  NAD 83(1996)-  40 48 50.44648(N)    073 48 56.57247(W) AD(       ) 3
 KU3768  NAD 83(1992)-  40 48 50.44566(N)    073 48 56.57340(W) AD(       ) 3
 KU3768  NAD 83(1986)-  40 48 50.44852(N)    073 48 56.57182(W) AD(       ) 3
 KU3768  NAD 27      -  40 48 50.08300(N)    073 48 58.08700(W) AD(       ) 3
 KU3768
 KU3768.Superseded values are not recommended for survey control.
 KU3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3768.See file dsdata.txt to determine how the superseded data were derived.
 KU3768
 KU3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9988118786(NAD 83)
 KU3768_MARKER: DS = TRIANGULATION STATION DISK
 KU3768_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU3768_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU3768
 KU3768  HISTORY     - Date     Condition        Report By
 KU3768  HISTORY     - 1932     MONUMENTED       CGS
 KU3768  HISTORY     - 1940     SEE DESCRIPTION  CGS
 KU3768
 KU3768                          STATION DESCRIPTION
 KU3768
 KU3768'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3768'THIS STATION IS ON THE N SIDE OF THE EAST RIVER, IN THROGS NECK
 KU3768'JUST W OF THE FOOT OF EAST TREMONT AVENUE.  IT IS LOCATED IN AN
 KU3768'OPEN FIELD 11.6 METERS N OF HIGH-WATER LINE AND 17.1 METERS E OF A
 KU3768'WIRE FENCE ENCLOSING COMMUNITY BEACH.
 KU3768'
 KU3768'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3768'STAMPED COMMUNITY 1932 SET IN THE 8-INCH TOP OF A CONCRETE-FILLED
 KU3768'TILE-PIPE SET FLUSH WITH THE GROUND.  TWO WITNESS MARKS WERE
 KU3768'ESTABLISHED.  NO.1 TO THE SE IN A SMALL OAK TREE NEAR THE EDGE OF
 KU3768'A BLUFF.  NO.2 TO THE SW IN AN 18-INCH DIAMETER OAK TREE.  BOTH
 KU3768'MARKS CONSIST OF 4 NAILS.  THREE OF WHICH FORM A TRIANGLE IN THE
 KU3768'MIDDLE OF WHICH IS THE FOURTH NAIL MARKING THE POINT.
 KU3768'
 KU3768'INSTRUMENT STAKES ARE REQUIRED FOR CENTRAL OCCUPANCY OF THE STATION.
 KU3768'
 KU3768'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KU3768
 KU3768                          STATION RECOVERY (1940)
 KU3768
 KU3768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FAR)
 KU3768'STATION RECOVERED.
 KU3768'
 KU3768'THE ORIGINAL DESCRIPTION STATES THAT THE STATION IS MARKED BY A
 KU3768'STANDARD C. AND G.S. BRONZE DISK SET IN THE TOP OF A CONCRETE
 KU3768'FILLED TILE PIPE SET FLUSH WITH THE GROUND.  AN 8-INCH CONCRETE
 KU3768'FILLED TILE PIPE WITH A BENT NAIL IN THE CENTER WAS FOUND BUT
 KU3768'THERE WAS NO DISK.  THE DISTANCE FROM THE NAIL TO WITNESS MARK
 KU3768'NO.2 CHECKED THAT GIVEN IN THE ORIGINAL DESCRIPTION.  WITNESS MARK
 KU3768'NO.1 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1752 ***********************************************************************
 NB1752  DESIGNATION -  COMO RESET
 NB1752  PID         -  NB1752
 NB1752  STATE/COUNTY-  NY/CORTLAND
 NB1752  USGS QUAD   -  SEMPRONIUS (1971)
 NB1752
 NB1752                         *CURRENT SURVEY CONTROL
 NB1752  ___________________________________________________________________
 NB1752* NAD 83(1996)-  42 42 06.94295(N)    076 16 04.45137(W)     ADJUSTED  
 NB1752* NAVD 88     -       561.9    (meters)    1844.     (feet)  VERTCON   
 NB1752  ___________________________________________________________________
 NB1752  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NB1752  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NB1752
 NB1752  HORZ ORDER  -  FIRST
 NB1752
 NB1752.The horizontal coordinates were established by classical geodetic methods
 NB1752.and adjusted by the National Geodetic Survey in January 1999..
 NB1752
 NB1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1752
 NB1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1752
 NB1752.The geoid height was determined by GEOID03.
 NB1752
 NB1752;                    North         East     Units Scale Factor Converg.
 NB1752;SPC NY C     -   300,107.640   275,842.855   MT  0.99994571   +0 12 50.1
 NB1752;SPC NY C     -   984,603.15    904,994.43   sFT  0.99994571   +0 12 50.1
 NB1752;UTM  18      - 4,728,494.626   396,156.467   MT  0.99973267   -0 51 35.8
 NB1752
 NB1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1752!SPC NY C     -   0.99991704  x   0.99994571  =   0.99986275
 NB1752!UTM  18      -   0.99991704  x   0.99973267  =   0.99964973
 NB1752
 NB1752:                Primary Azimuth Mark                     Grid Az
 NB1752:SPC NY C     -  COMO AZ MK                               096 32 36.6
 NB1752:UTM  18      -  COMO AZ MK                               097 37 02.5
 NB1752
 NB1752|---------------------------------------------------------------------|
 NB1752| PID    Reference Object                     Distance      Geod. Az  |
 NB1752|                                                           dddmmss.s |
 NB1752| AI8436 COMO AZ MK                                         0964526.7 |
 NB1752| AI8434 COMO RM 1                            28.893 METERS 10140     |
 NB1752| AI8435 COMO RM 2                            30.980 METERS 32904     |
 NB1752|---------------------------------------------------------------------|
 NB1752
 NB1752                          SUPERSEDED SURVEY CONTROL
 NB1752
 NB1752  NAD 83(1986)-  42 42 06.94895(N)    076 16 04.45055(W) AD(       ) 1
 NB1752  NAD 27      -  42 42 06.70100(N)    076 16 05.70200(W) AD(       ) 1
 NB1752  NGVD 29 (07/19/86)  562.0    (m)         1844.     (f) VERT ANG       
 NB1752
 NB1752.Superseded values are not recommended for survey control.
 NB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1752.See file dsdata.txt to determine how the superseded data were derived.
 NB1752
 NB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9615628495(NAD 83)
 NB1752_MARKER: DS = TRIANGULATION STATION DISK
 NB1752_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NB1752_STAMPING: COMO 1939 1983
 NB1752_MARK LOGO: NGS   
 NB1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1752
 NB1752  HISTORY     - Date     Condition        Report By
 NB1752  HISTORY     - 1983     MONUMENTED       NGS
 NB1752
 NB1752                          STATION DESCRIPTION
 NB1752
 NB1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NB1752'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 NB1752'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND THE AZIMUTH
 NB1752'MARK WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION AS THE STATION MARK
 NB1752'IS ON THE LOW SHOULDER OF THE ROAD AND THE MEASUREMENT TO THE AZIMUTH
 NB1752'MARK FROM THE CENTER OF THE ROAD WOULD PLACE THE MARK IN THE DRAINAGE
 NB1752'DITCH.  A NEW SURFACE MARK WAS SET BUT WAS LEFT 6-INCHES UNDERGROUND
 NB1752'TO PROTECT IT FROM ROAD GRADING.  THE DISTANCES AND DIRECTIONS TO THE
 NB1752'REFERENCE MARKS CHECKED.  THERE WAS NO SUITABLE LOCATION FOR A NEW
 NB1752'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 NB1752'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHWEST OF HOMER, 3.6 KM
 NB1752'(2.25 MI) SOUTHWEST OF SCOTT AND 4.0 KM (2.50 MI) NORTHWEST OF LAKE
 NB1752'COMO.  IT IS ON A HIGH HILL AND ON THE SOUTH SHOULDER OF BROWN HILL
 NB1752'ROAD.  TO REACH THE STATION FROM THE POST OFFICE IN DOWNTOWN HOMER, GO
 NB1752'NORTHWEST ON STATE HIGHWAY 41 FOR 9.7 KM (6.00 MI) T0 A SIDE ROAD
 NB1752'LEFT.  TURN LEFT AND GO WEST ON CUTLER ROAD, LATER TURNING INTO BROWN
 NB1752'HILL ROAD, FOR 3.0 KM (1.85 MI) TO THE TOP OF THE HILL AND THE STATION
 NB1752'ON THE LEFT.
 NB1752'THE STATION IS A STANDARD NGS DISK STAMPED--COMO 1939 1983--, SET INTO
 NB1752'THE TOP OF AN IRREGULAR MASS OF CONCRETE.  RECESSED 6 INCHES (15 CM)
 NB1752'BELOW THE GROUND.  LOCATED 12.6 METERS (41.3 FT) SOUTH-SOUTHWEST FROM
 NB1752'THE FIFTH MAPLE TREE FROM THE EAST TREE IN A ROW OF TREES.  4.0 METERS
 NB1752'(13.1 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE DIRT ROAD. 5.8 METERS
 NB1752'(19.0 FT) EAST FROM THE EXTENDED WEST SIDE OF A CLEARED FIELD ON THE
 NB1752'NORTH SIDE OF ROAD.  2.3 METERS (7.5 FT) NORTH-NORTHEAST FROM A
 NB1752'CARSONITE WITNESS POST AND SIGN.  THE UNDERGROUND MARK IS A STANDARD
 NB1752'CGS DISK STAMPED--COMO 1939--, SET INTO AN IRREGULAR MASS OF CONCRETE,
 NB1752'0.8 METER (2.6 FT) BELOW THE SURFACE.
 NB1752'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--COMO NO 1 1939--,
 NB1752'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 NB1752'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED 20.1
 NB1752'METERS (65.9 FT) SOUTH FROM THE EAST MAPLE TREE IN A ROW OF TREES ON
 NB1752'THE NORTH SIDE OF ROAD.  11.6 METERS (38.1 FT) SOUTH-SOUTHWEST FROM
 NB1752'THE CENTER OF DIRT ROAD.  3.5 METERS (11.5 FT) WEST-SOUTHWEST FROM A
 NB1752'TWIN TRUNKED PINE TREE AND 0.6 METER (2.0 FT) LOWER THAN THE STATION.
 NB1752'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--COMO NO 2 1939--,
 NB1752'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM),
 NB1752'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED 22.9 METERS
 NB1752'(75.1 FT) NORTHWEST FROM THE FIFTH MAPLE TREE IN THE ROW OF TREES.
 NB1752'23.2 METERS (76.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE DIRT
 NB1752'ROAD. 9.1 METERS (29.9 FT) WEST FROM THE WEST END OF A CLEARED FIELD
 NB1752'AND 0.6 METER (2.0 FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3490 ***********************************************************************
 KU3490  DESIGNATION -  COMPASS ROSE 1938
 KU3490  PID         -  KU3490
 KU3490  STATE/COUNTY-  NY/KINGS
 KU3490  USGS QUAD   -  CONEY ISLAND (1979)
 KU3490
 KU3490                         *CURRENT SURVEY CONTROL
 KU3490  ___________________________________________________________________
 KU3490* NAD 83(1996)-  40 35 30.01978(N)    073 53 55.56945(W)     ADJUSTED  
 KU3490* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU3490  ___________________________________________________________________
 KU3490  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KU3490  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KU3490
 KU3490  HORZ ORDER  -  SECOND
 KU3490
 KU3490.The horizontal coordinates were established by classical geodetic methods
 KU3490.and adjusted by the National Geodetic Survey in January 1999..
 KU3490
 KU3490.The orthometric height was scaled from a topographic map.
 KU3490
 KU3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3490
 KU3490.The geoid height was determined by GEOID03.
 KU3490
 KU3490;                    North         East     Units Scale Factor Converg.
 KU3490;SPC NY L     -    47,199.832   308,569.450   MT  1.00000502   +0 03 58.4
 KU3490;SPC NY L     -   154,854.78  1,012,364.94   sFT  1.00000502   +0 03 58.4
 KU3490;UTM  18      - 4,494,013.126   593,185.280   MT  0.99970688   +0 42 59.7
 KU3490
 KU3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3490!SPC NY L     -   1.00000446  x   1.00000502  =   1.00000948
 KU3490!UTM  18      -   1.00000446  x   0.99970688  =   0.99971134
 KU3490
 KU3490:                Primary Azimuth Mark                     Grid Az
 KU3490:SPC NY L     -  FLOYD 1938                               094 48 25.6
 KU3490:UTM  18      -  FLOYD 1938                               094 09 24.3
 KU3490
 KU3490|---------------------------------------------------------------------|
 KU3490| PID    Reference Object                     Distance      Geod. Az  |
 KU3490|                                                           dddmmss.s |
 KU3490| KU3486 FLOYD 1938                          420.214 METERS 0945224.0 |
 KU3490| KU3359 SEASIDE HOTEL 1903                  APPROX. 6.4 KM 0965437.5 |
 KU3490| KU3493 BENNETT                             418.855 METERS 1563147.1 |
 KU3490|---------------------------------------------------------------------|
 KU3490
 KU3490                          SUPERSEDED SURVEY CONTROL
 KU3490
 KU3490  NAD 83(1986)-  40 35 30.02119(N)    073 53 55.56807(W) AD(       ) 2
 KU3490  NAD 27      -  40 35 29.64500(N)    073 53 57.07800(W) AD(       ) 2
 KU3490
 KU3490.Superseded values are not recommended for survey control.
 KU3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3490.See file dsdata.txt to determine how the superseded data were derived.
 KU3490
 KU3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9318594013(NAD 83)
 KU3490_MARKER: DM = MAGNETIC STATION DISK
 KU3490_SETTING: 0 = UNSPECIFIED SETTING
 KU3490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3490
 KU3490  HISTORY     - Date     Condition        Report By
 KU3490  HISTORY     - 1938     MONUMENTED       CGS
 KU3490  HISTORY     - 1952     MARK NOT FOUND   CGS
 KU3490  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 KU3490
 KU3490                          STATION DESCRIPTION
 KU3490
 KU3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (MAH)
 KU3490'IN BROOKLYN, NEAR THE N.W. CORNER OF FLOYD BENNETT AIRFIELD, AT
 KU3490'FOOT OF FLATBUSH AVE., ABOUT 100 YARDS SSE OF WIND DIRECTION
 KU3490'INDICATOR SITUATED NEAR NW CORNER OF THE FIELD, ABOUT 150 YARDS N
 KU3490'OF N CORNER OF MOST NORTHWESTERLY AIRPLANE HANGAR, 172 FEET E
 KU3490'OF THE EAST EDGE OF THE WEST RUNWAY (MEASURED ALONG THE EAST LINE
 KU3490'OF THE COMPASS ROSE).  MARK IS A STANDARD MAGNETIC STATION DISC
 KU3490'ESTABLISHED BY THE U.S.C. AND G.S., IN 1935, SET FLUSH WITH
 KU3490'SURFACE, IN A DRILL HOLE IN THE CENTER OF A LARGE CONCRETE
 KU3490'COMPASS ROSE (USED FOR CALIBRATING RADIO AND MAGNETIC AIRPLANE
 KU3490'COMPASSES).
 KU3490'
 KU3490'HEIGHT OF SIGNAL ABOVE STATION MARK 1 METER.
 KU3490
 KU3490                          STATION RECOVERY (1952)
 KU3490
 KU3490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3490'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  CONSTRUCTION HAS MADE
 KU3490'THE PREVIOUS DESCRIPTIONS INADEQUATE.
 KU3490
 KU3490                          STATION RECOVERY (2005)
 KU3490
 KU3490'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3490'FLOYD BENNETT FIELD HAS BEEN CLOSED FOR MANY YEARS.  THE AREA IS NOW
 KU3490'PART OF GATEWAY NATIONAL RECREATION AREA.  PARKING IS AVAILABLE OFF
 KU3490'FLATBUSH AVENUE, AT THE VISITORS' CENTER.  COMPASS ROSE EASILY FOUND
 KU3490'BY COORDINATES.  IT IS IN DISREPAIR.  THERE IS A HOLE IN THE CENTER
 KU3490'WHERE THE DISK USED TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1442 ***********************************************************************
 OD1442  DESIGNATION -  COMSTOCK USLS 1915
 OD1442  PID         -  OD1442
 OD1442  STATE/COUNTY-  NY/WASHINGTON
 OD1442  USGS QUAD   -  FORT ANN (1944)
 OD1442
 OD1442                         *CURRENT SURVEY CONTROL
 OD1442  ___________________________________________________________________
 OD1442* NAD 83(1996)-  43 27 51.08985(N)    073 25 43.15886(W)     ADJUSTED  
 OD1442* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 OD1442  ___________________________________________________________________
 OD1442  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 OD1442  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OD1442
 OD1442  HORZ ORDER  -  THIRD
 OD1442
 OD1442.The horizontal coordinates were established by classical geodetic methods
 OD1442.and adjusted by the National Geodetic Survey in January 1999..
 OD1442
 OD1442.The orthometric height was scaled from a topographic map.
 OD1442
 OD1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1442
 OD1442.The geoid height was determined by GEOID03.
 OD1442
 OD1442;                    North         East     Units Scale Factor Converg.
 OD1442;SPC NY E     -   514,794.769   236,689.605   MT  0.99999241   +0 44 13.3
 OD1442;SPC NY E     - 1,688,955.84    776,539.15   sFT  0.99999241   +0 44 13.3
 OD1442;SPC VT       -   107,529.481   424,851.579   MT  1.00003372   -0 38 19.9
 OD1442;UTM  18      - 4,813,563.758   627,110.243   MT  0.99979874   +1 04 51.9
 OD1442
 OD1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1442!SPC NY E     -   0.99998995  x   0.99999241  =   0.99998236
 OD1442!SPC VT       -   0.99998995  x   1.00003372  =   1.00002367
 OD1442!UTM  18      -   0.99998995  x   0.99979874  =   0.99978869
 OD1442
 OD1442:                Primary Azimuth Mark                     Grid Az
 OD1442:SPC NY E     -  COLLINS USLS 1915                        205 48 46.6
 OD1442:SPC VT       -  COLLINS USLS 1915                        207 11 19.8
 OD1442:UTM  18      -  COLLINS USLS 1915                        205 28 08.0
 OD1442
 OD1442|---------------------------------------------------------------------|
 OD1442| PID    Reference Object                     Distance      Geod. Az  |
 OD1442|                                                           dddmmss.s |
 OD1442| OD1438 COLLINS USLS 1915                   APPROX. 4.1 KM 2063259.9 |
 OD1442|---------------------------------------------------------------------|
 OD1442
 OD1442                          SUPERSEDED SURVEY CONTROL
 OD1442
 OD1442  NAD 83(1996)-  43 27 51.09119(N)    073 25 43.15872(W) AD(       ) 3
 OD1442  NAD 83(1992)-  43 27 51.09136(N)    073 25 43.15838(W) AD(       ) 3
 OD1442  NAD 83(1986)-  43 27 51.09345(N)    073 25 43.16113(W) AD(       ) 3
 OD1442  NAD 27      -  43 27 50.84260(N)    073 25 44.75331(W) AD(       ) 3
 OD1442
 OD1442.Superseded values are not recommended for survey control.
 OD1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1442.See file dsdata.txt to determine how the superseded data were derived.
 OD1442
 OD1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2711013564(NAD 83)
 OD1442_MARKER: Z = SEE DESCRIPTION
 OD1442_SETTING: 0 = UNSPECIFIED SETTING
 OD1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1442
 OD1442  HISTORY     - Date     Condition        Report By
 OD1442  HISTORY     - 1915     MONUMENTED       USLS
 OD1442
 OD1442                          STATION DESCRIPTION
 OD1442
 OD1442'DESCRIBED BY US LAKE SURVEY 1915
 OD1442'STATION IS ON THE LAND OF THE COMSTOCK NEW YORK STATE PRISON, 6 MILES
 OD1442'S OF WHITEHALL, ON THE N SIDE OF THE ROAD ON THE BENCH JUST BEFORE
 OD1442'THE SHARP RISE TO THE TOP OF THE HILL.  IT IS A LITTLE S OF THE
 OD1442'HIGHEST POINT ON A N-AND-S LINE THROUGH THE STATION.
 OD1442'
 OD1442'IT IS MARKED BY A CONCRETE MONUMENT RESTING ON THE ROCK AND EXTENDING
 OD1442'6 INCHES ABOVE THE SURFACE.
 OD1442'
 OD1442'ELEVATION 316 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0614 ***********************************************************************
 OF0614  DESIGNATION -  CON
 OF0614  PID         -  OF0614
 OF0614  STATE/COUNTY-  NY/WAYNE
 OF0614  USGS QUAD   -  SODUS POINT (1976)
 OF0614
 OF0614                         *CURRENT SURVEY CONTROL
 OF0614  ___________________________________________________________________
 OF0614* NAD 83(1986)-  43 15 26.     (N)    076 56 14.     (W)     SCALED    
 OF0614* NAVD 88     -        76.152  (meters)     249.84   (feet)  ADJUSTED  
 OF0614  ___________________________________________________________________
 OF0614  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OF0614  DYNAMIC HT  -          76.135 (meters)     249.79  (feet)  COMP
 OF0614  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OF0614
 OF0614  VERT ORDER  -  FIRST     CLASS II
 OF0614
 OF0614.The horizontal coordinates were scaled from a topographic map and have
 OF0614.an estimated accuracy of +/- 6 seconds.
 OF0614
 OF0614.The orthometric height was determined by differential leveling
 OF0614.and adjusted by the National Geodetic Survey in June 1991..
 OF0614
 OF0614.The geoid height was determined by GEOID03.
 OF0614
 OF0614.The dynamic height is computed by dividing the NAVD 88
 OF0614.geopotential number by the normal gravity value computed on the
 OF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0614.degrees latitude (g = 980.6199 gals.).
 OF0614
 OF0614.The modeled gravity was interpolated from observed gravity values.
 OF0614
 OF0614;                    North         East    Units  Estimated Accuracy
 OF0614;SPC NY C     -   361,810.      221,270.      MT  (+/- 180 meters Scaled)
 OF0614
 OF0614                          SUPERSEDED SURVEY CONTROL
 OF0614
 OF0614  NGVD 29 (??/??/92)   76.362  (m)          250.53   (f) ADJ UNCH    1 2
 OF0614
 OF0614.Superseded values are not recommended for survey control.
 OF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0614.See file dsdata.txt to determine how the superseded data were derived.
 OF0614
 OF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN427912(NAD 83)
 OF0614_MARKER: DD = SURVEY DISK
 OF0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0614_SP_SET: BRIDGE
 OF0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0614
 OF0614  HISTORY     - Date     Condition        Report By
 OF0614  HISTORY     - UNK      MONUMENTED       USLS
 OF0614  HISTORY     - 1968     GOOD             NGS
 OF0614  HISTORY     - 19990522 GOOD             USPSQD
 OF0614
 OF0614                          STATION DESCRIPTION
 OF0614
 OF0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0614'4.7 MI W FROM WOLCOTT.
 OF0614'CON IS IN WAYNE COUNTY, NEW YORK, 4.7 MILES WEST ALONG LUMMISVILLE
 OF0614'ROAD FROM THE Y-INTERSECTION OF RIDGE ROAD (HWY. 104) AND LUMMISVILLE
 OF0614'ON WEST SIDE OF WOLCOTT, TO LAKE BLUFF ROAD, THEN ABOUT 2 MILES
 OF0614'NORTH, WEST AND NORTH FOLLOWING LAKE BLUFF ROAD, ABOUT 2.60 FEET
 OF0614'SOUTH OF CONNELLYS MARINA, AT SOUTHEAST END OF BRIDGE OVER SMALL
 OF0614'CREEK, 12.8 FEET EAST OF CENTERLINE OF LAKE BLUFF ROAD, 5.8
 OF0614'FEET NORTH OF SOUTH FACE AND 1.2 FEET WEST OF EAST FACE OF CONCRETE
 OF0614'RAIL FOUNDATION, 1/2-FOOT ABOVE THE ROAD, BEING HIGHEST POINT OVER
 OF0614'CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE CONCRETE.
 OF0614
 OF0614                          STATION RECOVERY (1999)
 OF0614
 OF0614'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3080 ***********************************************************************
 KU3080  DESIGNATION -  CON
 KU3080  PID         -  KU3080
 KU3080  STATE/COUNTY-  NY/WESTCHESTER
 KU3080  USGS QUAD   -  MAMARONECK (1975)
 KU3080
 KU3080                         *CURRENT SURVEY CONTROL
 KU3080  ___________________________________________________________________
 KU3080* NAD 83(1996)-  40 55 44.98475(N)    073 43 31.93016(W)     ADJUSTED  
 KU3080* NAVD 88     -                                                        
 KU3080  ___________________________________________________________________
 KU3080  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KU3080  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU3080
 KU3080  HORZ ORDER  -  THIRD
 KU3080
 KU3080.The horizontal coordinates were established by classical geodetic methods
 KU3080.and adjusted by the National Geodetic Survey in January 1999..
 KU3080
 KU3080
 KU3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3080
 KU3080.The geoid height was determined by GEOID03.
 KU3080
 KU3080;                    North         East     Units Scale Factor Converg.
 KU3080;SPC NY E     -   232,970.405   215,223.134   MT  0.99995234   +0 30 26.6
 KU3080;SPC NY E     -   764,337.07    706,111.23   sFT  0.99995234   +0 30 26.6
 KU3080;SPC NY L     -    84,709.055   323,116.638   MT  0.99999585   +0 10 46.3
 KU3080;SPC NY L     -   277,916.29  1,060,091.84   sFT  0.99999585   +0 10 46.3
 KU3080;UTM  18      - 4,531,675.346   607,300.305   MT  0.99974171   +0 50 06.0
 KU3080
 KU3080                          SUPERSEDED SURVEY CONTROL
 KU3080
 KU3080  NAD 83(1996)-  40 55 44.98646(N)    073 43 31.92984(W) AD(       ) 4
 KU3080  NAD 83(1992)-  40 55 44.98564(N)    073 43 31.93083(W) AD(       ) 4
 KU3080  NAD 83(1986)-  40 55 44.98709(N)    073 43 31.93005(W) AD(       ) 4
 KU3080  NAD 27      -  40 55 44.63000(N)    073 43 33.45900(W) AD(       ) 3
 KU3080
 KU3080.Superseded values are not recommended for survey control.
 KU3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3080.See file dsdata.txt to determine how the superseded data were derived.
 KU3080
 KU3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0730031675(NAD 83)
 KU3080_MARKER: 62 = FLAGPOLE
 KU3080
 KU3080  HISTORY     - Date     Condition        Report By
 KU3080  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3080  HISTORY     - 1934     GOOD             CGS
 KU3080
 KU3080                          STATION DESCRIPTION
 KU3080
 KU3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU3080'TALL WHITE FLAGPOLE ON CONSTABLE POINT, S OF MAMARONECK, NEW
 KU3080'YORK, LONG ISLAND SOUND, NORTH SHORE.  THE POLE IS SURROUNDED
 KU3080'ONLY BY TREES, BUT ABOUT 200 METERS TO THE NW, NEAR THE BEACH,
 KU3080'IS A LARGE REDDISH-ROOFED HOUSE.
 KU3080
 KU3080                          STATION RECOVERY (1934)
 KU3080
 KU3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3080'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1255 ***********************************************************************
 NC1255  DESIGNATION -  CON BAR 1
 NC1255  PID         -  NC1255
 NC1255  STATE/COUNTY-  NY/ERIE
 NC1255  USGS QUAD   -  SPRINGVILLE (1954)
 NC1255
 NC1255                         *CURRENT SURVEY CONTROL
 NC1255  ___________________________________________________________________
 NC1255* NAD 83(1996)-  42 31 41.07654(N)    078 38 26.90985(W)     ADJUSTED  
 NC1255* NAVD 88     -       433.     (meters)    1421.     (feet)  VERTCON   
 NC1255  ___________________________________________________________________
 NC1255  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 NC1255  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NC1255
 NC1255  HORZ ORDER  -  SECOND
 NC1255
 NC1255.The horizontal coordinates were established by classical geodetic methods
 NC1255.and adjusted by the National Geodetic Survey in January 1999..
 NC1255
 NC1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1255
 NC1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1255
 NC1255.The geoid height was determined by GEOID03.
 NC1255
 NC1255;                    North         East     Units Scale Factor Converg.
 NC1255;SPC NY W     -   280,749.838   345,278.025   MT  0.99993777   -0 02 19.9
 NC1255;SPC NY W     -   921,093.43  1,132,799.65   sFT  0.99993777   -0 02 19.9
 NC1255;UTM  17      - 4,711,107.986   693,763.723   MT  1.00006194   +1 35 42.7
 NC1255
 NC1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1255!SPC NY W     -   0.99993740  x   0.99993777  =   0.99987517
 NC1255!UTM  17      -   0.99993740  x   1.00006194  =   0.99999933
 NC1255
 NC1255:                Primary Azimuth Mark                     Grid Az
 NC1255:SPC NY W     -  CON BAR 1 AZ MK A                        000 10 31.7
 NC1255:UTM  17      -  CON BAR 1 AZ MK A                        358 32 29.1
 NC1255
 NC1255|---------------------------------------------------------------------|
 NC1255| PID    Reference Object                     Distance      Geod. Az  |
 NC1255|                                                           dddmmss.s |
 NC1255| CZ9263 CON BAR 1 AZ MK A                                  0000811.8 |
 NC1255| NC1254 SPRINGVILLE NE TANK                 APPROX. 1.6 KM 2285158.6 |
 NC1255|---------------------------------------------------------------------|
 NC1255
 NC1255                          SUPERSEDED SURVEY CONTROL
 NC1255
 NC1255  NAD 83(1986)-  42 31 41.08285(N)    078 38 26.90599(W) AD(       ) 2
 NC1255  NAD 27      -  42 31 40.86014(N)    078 38 27.81577(W) AD(       ) 2
 NC1255  NGVD 29 (07/19/86)  433.     (m)         1421.     (f) VERT ANG       
 NC1255
 NC1255.Superseded values are not recommended for survey control.
 NC1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1255.See file dsdata.txt to determine how the superseded data were derived.
 NC1255
 NC1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9376411108(NAD 83)
 NC1255_MARKER: DD = SURVEY DISK
 NC1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1255
 NC1255  HISTORY     - Date     Condition        Report By
 NC1255  HISTORY     - 1973     MONUMENTED       NY-029
 NC1255
 NC1255                          STATION DESCRIPTION
 NC1255
 NC1255'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1255'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 2.0 MILES
 NC1255'NORTHEAST OF THE CENTER OF THE VILLAGE OF SPRINGVILLE, IT IS ALSO
 NC1255'1.7 MILES SOUTH OF THE COMMUNITY OF EAST CONCORD.  IT IS ALSO 0.8
 NC1255'MILE WEST OF THE CONCORD-SARDINIA TOWN LINE.
 NC1255'
 NC1255'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND
 NC1255'BUFFALO STREET IN THE VILLAGE OF SPRINGVILLE, GO EAST ON MAIN
 NC1255'STREET (RTE 39) FOR 1.35 MILES TO THE JUNCTION OF VAUGHN ROAD
 NC1255'(RTE 240).  TURN LEFT AND GO NORTH ON VAUGHN ROAD (RTE 240) FOR
 NC1255'1.4 MILES AND THE STATION MARK ON THE LEFT.
 NC1255'
 NC1255'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1255'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1255'CON-BAR-1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1255'THE SAME.
 NC1255'
 NC1255'AZIMUTH SIGHTED TO THE SOUTHWEST WAS THE CENTERLINE OF THE VENT
 NC1255'ATOP THE SPRINGVILLE N.E. WATER TANK WHICH IS LOCATED AT THE
 NC1255'INTERSECTION OF NORTH ST. AND NEWMAN ST. IN THE VILLAGE OF
 NC1255'SPRINGVILLE.
 NC1255'
 NC1255'DISTANCE AND DIRECTION FROM STATION
 NC1255'
 NC1255'RP-1 CENTERLINE OF VAUGHN ROAD (RTE 240) 19.2 FEET E
 NC1255'
 NC1255'RP-2 NEAR EDGE OF POLE NO. NYSE AND G/50-1/469/NYT/101 62.4 FEET
 NC1255'SE
 NC1255'
 NC1255'RP-3 NEAR EDGE OF 26 INCH MAPLE TREE 50.7 FEET SE
 NC1255'
 NC1255'RP-4 NEAR EDGE OF 36 INCH MAPLE TREE 3.7 FEET NW
 NC1255'
 NC1255'RP-5 NEAR EDGE OF POLE NO. NYSE AND G/50/NYT/311 15.1 FEET N
 NC1255'
 NC1255'RP-6 SOUTHEAST CORNER OF HOUSE NO. 12755 76.6 FEET NW
 NC1255'
 NC1255'RP-7 CENTERLINE OF DRIVEWAY TO HOUSE NO. 12755 37.2 FEET N
 NC1255'
 NC1255'RP-8 CENTERLINE JUNCTION OF MIDDLE ROAD 0.15 MILE N
 NC1255'
 NC1255'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1255'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1255'CON-BAR-1 AZ. A 1973.
 NC1255'
 NC1255'TO REACH FROM CON-BAR-1, GO NORTH ON VAUGHN ROAD (RTE 240) FOR
 NC1255'0.3 MILES AND THE STATION ON THE LEFT.
 NC1255'
 NC1255'DISTANCE AND DIRECTION FROM STATION
 NC1255'
 NC1255'RP-1 NEAR EDGE OF 26 INCH MAPLE TREE 45.0 FEET NE
 NC1255'
 NC1255'RP-2 NEAR EDGE OF 26 INCH MAPLE TREE 58.7 FEET SE
 NC1255'
 NC1255'RP-3 NEAR EDGE OF 12 INCH TREE 16.4 FEET NW
 NC1255'
 NC1255'RP-4 NEAR EDGE OF POLE NO. NYSE AND G/42/1108/NYT/58 10.2 FEET NW
 NC1255'
 NC1255'RP-5 CENTERLINE OF VAUGHN ROAD (RTE 240) 16.1 FEET E
 NC1255'
 NC1255'RP-6 SOUTHEAST CORNER OF HOUSE NO. 12650 70.4 FEET NW
 NC1255'
 NC1255'RP-7 CENTERLINE OF DRIVEWAY TO HOUSE NO. 12650 86.3 FEET N
 NC1255'
 NC1255'RP-8 CENTERLINE JUNCTION OF MIDDLE ROAD 0.15 MILE S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1256 ***********************************************************************
 NC1256  DESIGNATION -  CON BAR 2
 NC1256  PID         -  NC1256
 NC1256  STATE/COUNTY-  NY/ERIE
 NC1256  USGS QUAD   -  SPRINGVILLE (1954)
 NC1256
 NC1256                         *CURRENT SURVEY CONTROL
 NC1256  ___________________________________________________________________
 NC1256* NAD 83(1996)-  42 30 29.54511(N)    078 38 24.69352(W)     ADJUSTED  
 NC1256* NAVD 88     -       417.     (meters)    1368.     (feet)  VERTCON   
 NC1256  ___________________________________________________________________
 NC1256  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 NC1256  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NC1256
 NC1256  HORZ ORDER  -  SECOND
 NC1256
 NC1256.The horizontal coordinates were established by classical geodetic methods
 NC1256.and adjusted by the National Geodetic Survey in January 1999..
 NC1256
 NC1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1256
 NC1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1256
 NC1256.The geoid height was determined by GEOID03.
 NC1256
 NC1256;                    North         East     Units Scale Factor Converg.
 NC1256;SPC NY W     -   278,542.733   345,327.124   MT  0.99993777   -0 02 18.3
 NC1256;SPC NY W     -   913,852.28  1,132,960.74   sFT  0.99993777   -0 02 18.3
 NC1256;UTM  17      - 4,708,902.903   693,875.742   MT  1.00006248   +1 35 42.0
 NC1256
 NC1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1256!SPC NY W     -   0.99993990  x   0.99993777  =   0.99987767
 NC1256!UTM  17      -   0.99993990  x   1.00006248  =   1.00000237
 NC1256
 NC1256:                Primary Azimuth Mark                     Grid Az
 NC1256:SPC NY W     -  CON BAR 2 AZ MK A                        272 04 49.6
 NC1256:UTM  17      -  CON BAR 2 AZ MK A                        270 26 49.3
 NC1256
 NC1256|---------------------------------------------------------------------|
 NC1256| PID    Reference Object                     Distance      Geod. Az  |
 NC1256|                                                           dddmmss.s |
 NC1256| CZ9264 CON BAR 2 AZ MK A                                  2720231.3 |
 NC1256| NC1254 SPRINGVILLE NE TANK                 APPROX. 1.7 KM 3131809.1 |
 NC1256|---------------------------------------------------------------------|
 NC1256
 NC1256                          SUPERSEDED SURVEY CONTROL
 NC1256
 NC1256  NAD 83(1986)-  42 30 29.55143(N)    078 38 24.68963(W) AD(       ) 2
 NC1256  NAD 27      -  42 30 29.32807(N)    078 38 25.59995(W) AD(       ) 2
 NC1256  NGVD 29 (07/19/86)  417.     (m)         1368.     (f) VERT ANG       
 NC1256
 NC1256.Superseded values are not recommended for survey control.
 NC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1256.See file dsdata.txt to determine how the superseded data were derived.
 NC1256
 NC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9387608903(NAD 83)
 NC1256_MARKER: DD = SURVEY DISK
 NC1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1256
 NC1256  HISTORY     - Date     Condition        Report By
 NC1256  HISTORY     - 1973     MONUMENTED       NY-029
 NC1256
 NC1256                          STATION DESCRIPTION
 NC1256
 NC1256'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1256'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 1.5 MILES EAST
 NC1256'OF THE CENTER OF THE VILLAGE OF SPRINGVILLE.  IT IS ALSO 3.1 MILES
 NC1256'SOUTH OF THE VILLAGE OF EAST CONCORD.  IT IS ALSO 0.7 MILE WEST
 NC1256'OF THE CONCORD-SARDINIA TOWN LINE.
 NC1256'
 NC1256'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND
 NC1256'BUFFALO STREET IN THE VILLAGE OF SPRINGVILLE, GO EAST ON MAIN
 NC1256'ST. (RTE 39) FOR 1.4 MILES AND THE STATION MARK ON THE RIGHT WHICH
 NC1256'IS ABOUT 260 FEET EAST OF THE CENTERLINE OF VAUGHN ROAD (RTE 240).
 NC1256'
 NC1256'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1256'CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1256'CON-BAR-2 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1256'THE SAME.
 NC1256'
 NC1256'AZIMUTH SIGHTED TO THE SOUTH WAS THE CENTER OF THE STACK ATOP
 NC1256'THE WESTERN NEW YORK NUCLEAR SERVICE CENTER WHICH IS LOCATED ON
 NC1256'ROCK SPRINGS ROAD IN THE TOWN OF ASHFORD, CATTARAUGUS COUNTY,
 NC1256'NEW YORK.
 NC1256'
 NC1256'DISTANCE AND DIRECTION FROM STATION
 NC1256'
 NC1256'RP-1 CENTERLINE OF MAIN STREET (RTE 39) 18.7 FEET N
 NC1256'
 NC1256'RP-2 NEAR EDGE OF POST WHICH IS NORTH LEG OF TOWN MILEAGE
 NC1256'SIGN 34.7 FEET E
 NC1256'
 NC1256'RP-3 NEAR EDGE OF 36 INCH MAPLE TREE 41.7 FEET E
 NC1256'
 NC1256'RP-4 NEAR EDGE OF POLE NO. V. OF S./55 53.2 FEET SE
 NC1256'
 NC1256'RP-5 NEAR EDGE OF POLE NO. 2 70.7 FEET NW
 NC1256'
 NC1256'RP-6 CENTERLINE OF DRIVEWAY 97.0 FEET E
 NC1256'
 NC1256'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1256'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1256'CON-BAR-2, AZ. A 1973.
 NC1256'
 NC1256'TO REACH FROM CON-BAR-2, GO WEST ON MAIN STREET (RTE 39) FOR
 NC1256'0.55 MILE AND THE STATION ON THE RIGHT AT THE FIRST UNITED METHODIST
 NC1256'CHURCH.
 NC1256'
 NC1256'DISTANCE AND DIRECTION FROM STATION
 NC1256'
 NC1256'RP-1 NEAR EDGE OF 42 INCH MAPLE TREE (FIRST IN LINE) 23.9 FEET E
 NC1256'
 NC1256'RP-2 NEAR EDGE OF 42 INCH MAPLE TREE (2ND IN LINE) 58.1 FEET E
 NC1256'
 NC1256'RP-3 CENTERLINE OF MAIN STREET (RTE 39) 24.5 FEET S
 NC1256'
 NC1256'RP-4 CENTERLINE OF GRAVEL DRIVEWAY 16.0 FEET W
 NC1256'
 NC1256'RP-5 CENTERLINE END OF CONCRETE SIDEWALK 68.2 FEET W
 NC1256'
 NC1256'RP-6 CENTERLINE JUNCTION VAUGHN ROAD (RTE 240) 0.49 MILE E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1262 ***********************************************************************
 NC1262  DESIGNATION -  CON BAR 3
 NC1262  PID         -  NC1262
 NC1262  STATE/COUNTY-  NY/ERIE
 NC1262  USGS QUAD   -  SPRINGVILLE (1954)
 NC1262
 NC1262                         *CURRENT SURVEY CONTROL
 NC1262  ___________________________________________________________________
 NC1262* NAD 83(1996)-  42 31 08.04439(N)    078 40 38.22612(W)     ADJUSTED  
 NC1262* NAVD 88     -       427.     (meters)    1401.     (feet)  VERTCON   
 NC1262  ___________________________________________________________________
 NC1262  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 NC1262  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NC1262
 NC1262  HORZ ORDER  -  SECOND
 NC1262
 NC1262.The horizontal coordinates were established by classical geodetic methods
 NC1262.and adjusted by the National Geodetic Survey in January 1999..
 NC1262
 NC1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1262
 NC1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1262
 NC1262.The geoid height was determined by GEOID03.
 NC1262
 NC1262;                    North         East     Units Scale Factor Converg.
 NC1262;SPC NY W     -   279,733.321   342,280.072   MT  0.99993823   -0 03 48.6
 NC1262;SPC NY W     -   917,758.40  1,122,963.87   sFT  0.99993823   -0 03 48.6
 NC1262;UTM  17      - 4,710,006.273   690,795.626   MT  1.00004790   +1 34 12.9
 NC1262
 NC1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1262!SPC NY W     -   0.99993834  x   0.99993823  =   0.99987658
 NC1262!UTM  17      -   0.99993834  x   1.00004790  =   0.99998624
 NC1262
 NC1262:                Primary Azimuth Mark                     Grid Az
 NC1262:SPC NY W     -  CON BAR 3 AZ MK A                        028 08 04.1
 NC1262:UTM  17      -  CON BAR 3 AZ MK A                        026 30 02.6
 NC1262
 NC1262|---------------------------------------------------------------------|
 NC1262| PID    Reference Object                     Distance      Geod. Az  |
 NC1262|                                                           dddmmss.s |
 NC1262| CZ9265 CON BAR 3 AZ MK A                                  0280415.5 |
 NC1262| NC1254 SPRINGVILLE NE TANK                 APPROX. 1.8 KM 0903644.2 |
 NC1262|---------------------------------------------------------------------|
 NC1262
 NC1262                          SUPERSEDED SURVEY CONTROL
 NC1262
 NC1262  NAD 83(1986)-  42 31 08.05068(N)    078 40 38.22223(W) AD(       ) 2
 NC1262  NAD 27      -  42 31 07.82805(N)    078 40 39.12785(W) AD(       ) 2
 NC1262  NGVD 29 (07/19/86)  427.     (m)         1401.     (f) VERT ANG       
 NC1262
 NC1262.Superseded values are not recommended for survey control.
 NC1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1262.See file dsdata.txt to determine how the superseded data were derived.
 NC1262
 NC1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9079610006(NAD 83)
 NC1262_MARKER: DD = SURVEY DISK
 NC1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1262
 NC1262  HISTORY     - Date     Condition        Report By
 NC1262  HISTORY     - 1973     MONUMENTED       NY-029
 NC1262  HISTORY     - 19940913 MARK NOT FOUND   LOCENG
 NC1262
 NC1262                          STATION DESCRIPTION
 NC1262
 NC1262'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1262'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE VILLAGE OF
 NC1262'SPRINGVILLE IN THE TOWN OF CONCORD.  IT IS ALSO 3 MILES SOUTHWEST
 NC1262'OF THE COMMUNITY OF EAST CONCORD.  IT IS ALSO 2.65 MILES WEST OF
 NC1262'THE CONCORD-SARDINIA TOWN LINE.
 NC1262'
 NC1262'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND
 NC1262'U.S. RTE 219 WHICH IS LOCATED ABOUT 1.25 MILES DUE WEST OF THE
 NC1262'CENTER OF THE VILLAGE OF SPRINGVILLE, GO IN A NORTHEASTERLY
 NC1262'DIRECTION ON U.S. RTE 219 FOR 0.95 MILE AND THE STATION MARK ON
 NC1262'THE RIGHT.
 NC1262'
 NC1262'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1262'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1262'CON-BAR-3 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1262'THE SAME.
 NC1262'
 NC1262'AZIMUTH SIGHTED TO THE EAST WAS THE CENTERLINE OF THE VENT ATOP
 NC1262'THE GREEN SPRINGVILLE N.E. WATER TANK WHICH IS LOCATED AT THE
 NC1262'INTERSECTION OF NORTH ST. AND NEWMAN ST. IN THE VILLAGE OF
 NC1262'SPRINGVILLE.
 NC1262'
 NC1262'DISTANCE AND DIRECTION FROM STATION
 NC1262'
 NC1262'RP-1 NEAR EDGE OF NO PARKING SIGN POST 66.2 FEET N
 NC1262'
 NC1262'RP-2 EXTENDED CENTERLINE OF DRIVEWAY TO HOUSE NO. 502 88.8 FEET NE
 NC1262'
 NC1262'RP-3 CENTER OF LAST WOODEN GUARD RAIL POST ON EAST SIDE OF
 NC1262'ROAD 4.2 FEET W
 NC1262'
 NC1262'RP-4 NEAR EDGE OF POLE NO. V OF S/5/NYT/105 84.2 FEET NW
 NC1262'
 NC1262'RP-5 CENTER OF LAST WOODEN GUARD RAIL POST ON WEST SIDE OF
 NC1262'ROAD 47.1 FEET NW
 NC1262'
 NC1262'RP-6 CENTERLINE OF U.S. RTE 219 23.5 FEET NW
 NC1262'
 NC1262'RP-7 CENTERLINE OF FRANKLIN ROAD 0.25 MILE SW
 NC1262'
 NC1262'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1262'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1262'CON-BAR-3 AZ. A 1973.
 NC1262'
 NC1262'TO REACH FROM CON-BAR-3, GO NORTHEAST ON U.S. ROUTE 219 FOR 0.6
 NC1262'MILE AND THE STATION ON THE LEFT.
 NC1262'
 NC1262'DISTANCE AND DIRECTION FROM STATION
 NC1262'
 NC1262'RP-1 NEAR EDGE OF WOODEN POST MARKING DITCH LINE 155.3 FEET N
 NC1262'
 NC1262'RP-2 NEAR EDGE OF METAL HWY STATION POST
 NC1262'NO. 219/5302/1042 51.5 FEET NE
 NC1262'
 NC1262'RP-3 NEAR EDGE OF LAST WOODEN GUARD RAIL POST ON EAST SIDE OF
 NC1262'ROAD 46.9 FEET E
 NC1262'
 NC1262'RP-4 CENTERLINE OF U.S. ROUTE 219 26.5 FEET E
 NC1262'
 NC1262'RP-5 NEAR EDGE OF POLE NO. NYSE AND G/3/2747/206/44 126.3 FEET SE
 NC1262'
 NC1262'RP-6 NEAR EDGE OF DIVIDED HIGHWAY SIGN 107.9 FEET S
 NC1262'
 NC1262'RP-7 CENTERLINE JUNCTION OF MIDDLE ROAD 0.25 MILE N
 NC1262
 NC1262                          STATION RECOVERY (1994)
 NC1262
 NC1262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (MJ)
 NC1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1258 ***********************************************************************
 NC1258  DESIGNATION -  CON CON 1
 NC1258  PID         -  NC1258
 NC1258  STATE/COUNTY-  NY/ERIE
 NC1258  USGS QUAD   -  SPRINGVILLE (1954)
 NC1258
 NC1258                         *CURRENT SURVEY CONTROL
 NC1258  ___________________________________________________________________
 NC1258* NAD 83(1996)-  42 35 04.64885(N)    078 37 52.27499(W)     ADJUSTED  
 NC1258* NAVD 88     -       429.     (meters)    1407.     (feet)  VERTCON   
 NC1258  ___________________________________________________________________
 NC1258  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 NC1258  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NC1258
 NC1258  HORZ ORDER  -  SECOND
 NC1258
 NC1258.The horizontal coordinates were established by classical geodetic methods
 NC1258.and adjusted by the National Geodetic Survey in January 1999..
 NC1258
 NC1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1258
 NC1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1258
 NC1258.The geoid height was determined by GEOID03.
 NC1258
 NC1258;                    North         East     Units Scale Factor Converg.
 NC1258;SPC NY W     -   287,030.523   346,071.989   MT  0.99993769   -0 01 56.6
 NC1258;SPC NY W     -   941,699.31  1,135,404.52   sFT  0.99993769   -0 01 56.6
 NC1258;UTM  17      - 4,717,409.558   694,378.248   MT  1.00006487   +1 36 12.3
 NC1258
 NC1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1258!SPC NY W     -   0.99993805  x   0.99993769  =   0.99987574
 NC1258!UTM  17      -   0.99993805  x   1.00006487  =   1.00000291
 NC1258
 NC1258:                Primary Azimuth Mark                     Grid Az
 NC1258:SPC NY W     -  CON CON 1 AZ MK C                        092 14 38.1
 NC1258:UTM  17      -  CON CON 1 AZ MK C                        090 36 29.2
 NC1258
 NC1258|---------------------------------------------------------------------|
 NC1258| PID    Reference Object                     Distance      Geod. Az  |
 NC1258|                                                           dddmmss.s |
 NC1258| CZ9267 CON CON 1 AZ MK C                                  0921241.5 |
 NC1258| CZ9266 CON CON 1 AZ MK B                                  2723354.6 |
 NC1258|---------------------------------------------------------------------|
 NC1258
 NC1258                          SUPERSEDED SURVEY CONTROL
 NC1258
 NC1258  NAD 83(1986)-  42 35 04.65518(N)    078 37 52.27123(W) AD(       ) 2
 NC1258  NAD 27      -  42 35 04.43447(N)    078 37 53.18111(W) AD(       ) 2
 NC1258  NGVD 29 (07/19/86)  429.     (m)         1407.     (f) VERT ANG       
 NC1258
 NC1258.Superseded values are not recommended for survey control.
 NC1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1258.See file dsdata.txt to determine how the superseded data were derived.
 NC1258
 NC1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9437817410(NAD 83)
 NC1258_MARKER: DD = SURVEY DISK
 NC1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1258
 NC1258  HISTORY     - Date     Condition        Report By
 NC1258  HISTORY     - 1973     MONUMENTED       NY-029
 NC1258
 NC1258                          STATION DESCRIPTION
 NC1258
 NC1258'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1258'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE TOWN OF CONCORD
 NC1258'ABOUT 2.3 MILES NORTH OF THE VILLAGE OF EAST CONCORD.  IT IS ALSO
 NC1258'0.3 MILE WEST OF THE CONCORD-SARDINIA TOWN LINE AND 1.6 MILES
 NC1258'SOUTH OF THE CONCORD-COLDEN TOWN LINE.
 NC1258'
 NC1258'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 240 AND
 NC1258'GENESEE ROAD, WHICH IS LOCATED IN THE COMMUNITY OF EAST CONCORD,
 NC1258'GO EAST ON GENESEE ROAD FOR 1.55 MILES TO THE JUNCTION OF PRATHAM
 NC1258'ROAD.  TURN LEFT AND GO NORTH ON PRATHAM ROAD FOR 2.3 MILES TO THE
 NC1258'JUNCTION OF FOOTES ROAD.  TURN LEFT AND GO WEST ON FOOTES ROAD
 NC1258'FOR 1.1 MILES AND THE STATION MARK ON THE LEFT.
 NC1258'
 NC1258'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1258'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1258'CON-CON-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1258'THE SAME.
 NC1258'
 NC1258'DISTANCE AND DIRECTION FROM STATION
 NC1258'
 NC1258'RP-1 SOUTHWEST CORNER OF LAST YELLOW WOODEN POST WHICH HOLDS METAL
 NC1258'GUARD RAIL 5.3 FEET E
 NC1258'
 NC1258'RP-2 CENTERLINE OF FOOTES ROAD 21.6 FEET N
 NC1258'
 NC1258'RP-3 NEAR EDGE OF CORNER FENCE POST 14.6 FEET E
 NC1258'
 NC1258'RP-4 NEAR EDGE OF POLE NO. NYSE AND G 18 30.7 FEET S
 NC1258'
 NC1258'RP-5 CENTERLINE OF GRAVEL DRIVEWAY 86.2 FEET W
 NC1258'
 NC1258'RP-6 NORTHEAST CORNER OF HOUSE NO. 971 (MEASURED 4 FT. ABOVE
 NC1258'GROUND LEVEL) 111.4 FEET W
 NC1258'
 NC1258'RP-7 NEAR EDGE OF 12 INCH MAPLE TREE 109.3 FEET W
 NC1258'
 NC1258'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1258'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1258'CON-CON-1 AZ. B 1973.
 NC1258'
 NC1258'TO REACH FROM CON-CON-1, GO WEST ON FOOTES ROAD FOR 0.5 MILE
 NC1258'AND THE STATION ON THE LEFT OPPOSITE SPRAGUE BROOK PARK.
 NC1258'
 NC1258'DISTANCE AND DIRECTION FROM STATION
 NC1258'
 NC1258'RP-1 NORTHEAST CORNER AT EAST END OF CONCRETE TROUGH TYPE
 NC1258'DRAIN 7.1 FEET S
 NC1258'
 NC1258'RP-2 NEAR EDGE OF METAL WITNESS POST 10.7 FEET S
 NC1258'
 NC1258'RP-3 CENTERLINE OF FOOTES ROAD 20.0 FEET N
 NC1258'
 NC1258'RP-4 SOUTHWEST CORNER OF LAST WOODEN GUARD POST HOLDING METAL
 NC1258'GUARD RAIL 45.6 FEET N
 NC1258'
 NC1258'RP-5 NEAR EDGE OF NORTH LEG POST OF PARK ENTRANCE SIGN 99.8 FEET E
 NC1258'
 NC1258'RP-6 NEAR EDGE OF 12 INCH PINE TREE 114.0 FEET NW
 NC1258'
 NC1258'RP-7 CENTERLINE JUNCTION OF PRATHAM ROAD 1.57 MILES E
 NC1258'
 NC1258'RP-8 SPRAGUE BROOK PARK ENTRANCE 0.1 MILE E
 NC1258'
 NC1258'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1258'ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.  THE
 NC1258'DISK IS STAMPED CON-CON-1 AZ. C 1973.
 NC1258'
 NC1258'TO REACH FROM CON-CON-1, GO EAST ON FOOTES ROAD FOR 0.2
 NC1258'MILE AND THE STATION ON THE RIGHT.
 NC1258'
 NC1258'DISTANCE AND DIRECTION FROM STATION
 NC1258'
 NC1258'RP-1 NEAR EDGE OF METAL WITNESS POST 5.4 FEET S
 NC1258'
 NC1258'RP-2 CENTERLINE EAST END OF CONCRETE TROUGH TYPE DRAIN ON SOUTH
 NC1258'SIDE OF ROAD 62.1 FEET SW
 NC1258'
 NC1258'RP-3 CENTERLINE OF FOOTES ROAD 18.4 FEET N
 NC1258'
 NC1258'RP-4 CENTERLINE OF EAST END OF CONCRETE TROUGH TYPE DRAIN ON
 NC1258'NORTH SIDE OF ROAD 78.4 FEET NW
 NC1258'
 NC1258'RP-5 CENTERLINE OF GRAVEL DRIVEWAY LEADING TO THE GROUNDS OF
 NC1258'GLEN-COE CONSERVATION SOCIETY, INC.  242.0 FEET E
 NC1258'
 NC1258'RP-6 NEAR EDGE OF POLE NO. NYSE AND G/22 79.4 FEET S
 NC1258'
 NC1258'RP-7 CENTERLINE JUNCTION PRATHAM ROAD 0.92 MILE E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1251 ***********************************************************************
 NC1251  DESIGNATION -  CON CON 2
 NC1251  PID         -  NC1251
 NC1251  STATE/COUNTY-  NY/ERIE
 NC1251  USGS QUAD   -  SPRINGVILLE (1954)
 NC1251
 NC1251                         *CURRENT SURVEY CONTROL
 NC1251  ___________________________________________________________________
 NC1251* NAD 83(1996)-  42 34 03.74913(N)    078 39 44.66076(W)     ADJUSTED  
 NC1251* NAVD 88     -       434.     (meters)    1424.     (feet)  VERTCON   
 NC1251  ___________________________________________________________________
 NC1251  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 NC1251  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NC1251
 NC1251  HORZ ORDER  -  SECOND
 NC1251
 NC1251.The horizontal coordinates were established by classical geodetic methods
 NC1251.and adjusted by the National Geodetic Survey in January 1999..
 NC1251
 NC1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1251
 NC1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1251
 NC1251.The geoid height was determined by GEOID03.
 NC1251
 NC1251;                    North         East     Units Scale Factor Converg.
 NC1251;SPC NY W     -   285,153.390   343,507.747   MT  0.99993802   -0 03 12.6
 NC1251;SPC NY W     -   935,540.75  1,126,991.67   sFT  0.99993802   -0 03 12.6
 NC1251;UTM  17      - 4,715,459.767   691,868.323   MT  1.00005295   +1 34 54.4
 NC1251
 NC1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1251!SPC NY W     -   0.99993726  x   0.99993802  =   0.99987529
 NC1251!UTM  17      -   0.99993726  x   1.00005295  =   0.99999021
 NC1251
 NC1251:                Primary Azimuth Mark                     Grid Az
 NC1251:SPC NY W     -  CON CON 2 AZ MK A                        145 12 14.0
 NC1251:UTM  17      -  CON CON 2 AZ MK A                        143 34 07.0
 NC1251
 NC1251|---------------------------------------------------------------------|
 NC1251| PID    Reference Object                     Distance      Geod. Az  |
 NC1251|                                                           dddmmss.s |
 NC1251| CZ9268 CON CON 2 AZ MK A                                  1450901.4 |
 NC1251| CZ9269 CON CON 2 AZ MK B                                  3170043.0 |
 NC1251|---------------------------------------------------------------------|
 NC1251
 NC1251                          SUPERSEDED SURVEY CONTROL
 NC1251
 NC1251  NAD 83(1986)-  42 34 03.75545(N)    078 39 44.65694(W) AD(       ) 2
 NC1251  NAD 27      -  42 34 03.53451(N)    078 39 45.56342(W) AD(       ) 2
 NC1251  NGVD 29 (07/19/86)  434.     (m)         1424.     (f) VERT ANG       
 NC1251
 NC1251.Superseded values are not recommended for survey control.
 NC1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1251.See file dsdata.txt to determine how the superseded data were derived.
 NC1251
 NC1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9186815460(NAD 83)
 NC1251_MARKER: DD = SURVEY DISK
 NC1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1251
 NC1251  HISTORY     - Date     Condition        Report By
 NC1251  HISTORY     - 1973     MONUMENTED       NY-029
 NC1251
 NC1251                          STATION DESCRIPTION
 NC1251
 NC1251'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1251'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 1.6 MILES
 NC1251'NORTHWEST OF THE COMMUNITY OF EAST CONCORD.  IT IS ALSO 2.0 MILES
 NC1251'WEST OF THE CONCORD-SARDINIA TOWN LINE AND 2.8 MILES SOUTH OF THE
 NC1251'CONCORD-COLDEN TOWN LINE.
 NC1251'
 NC1251'TO REACH FROM THE INTERSECTION OF STATE HWY ROUTE 240, GENESEE
 NC1251'ROAD, AND SIBLEY ROAD, WHICH IS LOCATED IN THE COMMUNITY OF EAST
 NC1251'CONCORD, GO NORTHWEST ON SIBLEY ROAD AND THEN SHARP ST. FOR 1.7
 NC1251'MILES AND THE STATION MARK ON THE LEFT.  STATION MARK IS 0.09 MILE
 NC1251'NORTHWEST OF THE JUNCTION OF SIBLEY ROAD AND SHARP STREET.
 NC1251'
 NC1251'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1251'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1251'CON-CON-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1251'THE SAME.
 NC1251'
 NC1251'DISTANCE AND DIRECTION FROM STATION
 NC1251'
 NC1251'RP-1 NEAR EDGE OF METAL WITNESS POST 4.2 FEET SW
 NC1251'
 NC1251'RP-2 CENTERLINE OF SHARP STREET 16.9 FEET NE
 NC1251'
 NC1251'RP-3 NEAR EDGE OF POST WHICH IS NORTH LEG OF ERIE COUNTY BUREAU
 NC1251'OF FORESTRY PLANTATION NO. 13 IN SIGN 44.9 FEET NE
 NC1251'
 NC1251'RP-4 NEAR EDGE OF 10 INCH TREE (PINE) 27.2 FEET S
 NC1251'
 NC1251'RP-5 NEAR EDGE OF 24 INCH MAPLE TREE (1ST IN LINE OF 4 AT TOP OF
 NC1251'HILL) 81.8 FEET N
 NC1251'
 NC1251'RP-6 NEAR EDGE OF POLE NO. NYT 132 80.3 FEET SE
 NC1251'
 NC1251'RP-7 CENTER OF 3 FT. HIGH CONCRETE R/W POST NO. 18 166.5 FEET SE
 NC1251'
 NC1251'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1251'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1251'CON-CON-2 AZ. A 1973.
 NC1251'
 NC1251'TO REACH FROM CON-CON-2, GO SOUTHEAST ON SHARP STREET AND THEN
 NC1251'SIBLEY ROAD FOR 0.2 MILE AND THE STATION ON THE RIGHT.
 NC1251'
 NC1251'DISTANCE AND DIRECTION FROM STATION
 NC1251'
 NC1251'RP-1 NEAR EDGE OF METAL WITNESS POST 2.7 FEET SW
 NC1251'
 NC1251'RP-2 CENTERLINE OF SIBLEY ROAD 20.0 FEET NE
 NC1251'
 NC1251'RP-3 NEAR EDGE AT BASE OF 3 FT. HIGH CONCRETE GUARD POST (1ST
 NC1251'IN LINE OF 28) 41.7 FEET NE
 NC1251'
 NC1251'RP-4 NEAR EDGE AT BASE OF 3 FT. HIGH CONCRETE GUARD POST
 NC1251'(3RD IN LINE OF 28) 35.6 FEET NE
 NC1251'
 NC1251'RP-5 NEAR EDGE AT BASE OF 3 FT. HIGH CONCRETE GUARD POST
 NC1251'(5TH IN LINE OF 28) 40.2 FEET E
 NC1251'
 NC1251'RP-6 NEAR EDGE OF 15 INCH ELM TREE 75.6 FEET E
 NC1251'
 NC1251'RP-7 CENTERLINE JUNCTION SHARP STREET 0.12 FEET NW
 NC1251'
 NC1251'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1251'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1251'CON-CON-2 AZ. B 1973.
 NC1251'
 NC1251'TO REACH FROM CON-CON-2, GO NORTHWEST ON SHARP STREET FOR 0.25
 NC1251'MILE AND THE STATION ON THE RIGHT WHICH IS OPPOSITE AN APPLE
 NC1251'ORCHARD.
 NC1251'
 NC1251'DISTANCE AND DIRECTION FROM STATION
 NC1251'
 NC1251'RP-1 CENTERLINE OF SHARP STREET 15.5 FEET SW
 NC1251'
 NC1251'RP-2 EDGE OF FENCE 44.3 FEET SW
 NC1251'
 NC1251'RP-3 NEAR EDGE OF POLE NO. 77/NYT 141 58.2 FEET W
 NC1251'
 NC1251'RP-4 NEAR EDGE OF 1ST 3 FT. HIGH CONCRETE GUARD POST (CLOSER
 NC1251'TO FENCE LINE THEN THE OTHERS) 69.6 FEET S
 NC1251'
 NC1251'RP-5 NEAR EDGE OF 2ND 3 FT. HIGH CONCRETE GUARD POST 77.4 FEET S
 NC1251'
 NC1251'RP-6 CENTERLINE JUNCTION OF SIBLEY ROAD 0.35 MILE SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1246 ***********************************************************************
 NC1246  DESIGNATION -  CON CON 3
 NC1246  PID         -  NC1246
 NC1246  STATE/COUNTY-  NY/ERIE
 NC1246  USGS QUAD   -  SPRINGVILLE (1954)
 NC1246
 NC1246                         *CURRENT SURVEY CONTROL
 NC1246  ___________________________________________________________________
 NC1246* NAD 83(1996)-  42 34 20.94849(N)    078 41 48.40635(W)     ADJUSTED  
 NC1246* NAVD 88     -       387.     (meters)    1270.     (feet)  VERTCON   
 NC1246  ___________________________________________________________________
 NC1246  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NC1246  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NC1246
 NC1246  HORZ ORDER  -  SECOND
 NC1246
 NC1246.The horizontal coordinates were established by classical geodetic methods
 NC1246.and adjusted by the National Geodetic Survey in January 1999..
 NC1246
 NC1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1246
 NC1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1246
 NC1246.The geoid height was determined by GEOID03.
 NC1246
 NC1246;                    North         East     Units Scale Factor Converg.
 NC1246;SPC NY W     -   285,687.281   340,686.194   MT  0.99993857   -0 04 36.3
 NC1246;SPC NY W     -   937,292.35  1,117,734.62   sFT  0.99993857   -0 04 36.3
 NC1246;UTM  17      - 4,715,912.968   689,032.376   MT  1.00003965   +1 33 31.1
 NC1246
 NC1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1246!SPC NY W     -   0.99994464  x   0.99993857  =   0.99988322
 NC1246!UTM  17      -   0.99994464  x   1.00003965  =   0.99998429
 NC1246
 NC1246:                Primary Azimuth Mark                     Grid Az
 NC1246:SPC NY W     -  CON CON 3 AZ MK A                        140 59 21.6
 NC1246:UTM  17      -  CON CON 3 AZ MK A                        139 21 14.2
 NC1246
 NC1246|---------------------------------------------------------------------|
 NC1246| PID    Reference Object                     Distance      Geod. Az  |
 NC1246|                                                           dddmmss.s |
 NC1246| CZ9270 CON CON 3 AZ MK A                                  1405445.3 |
 NC1246| NC1247 SPRINGVILLE ATT MW KEE 81 TR        APPROX. 2.2 KM 2562759.7 |
 NC1246|---------------------------------------------------------------------|
 NC1246
 NC1246                          SUPERSEDED SURVEY CONTROL
 NC1246
 NC1246  NAD 83(1986)-  42 34 20.95478(N)    078 41 48.40253(W) AD(       ) 2
 NC1246  NAD 27      -  42 34 20.73441(N)    078 41 49.30487(W) AD(       ) 2
 NC1246  NGVD 29 (07/19/86)  387.     (m)         1270.     (f) VERT ANG       
 NC1246
 NC1246.Superseded values are not recommended for survey control.
 NC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1246.See file dsdata.txt to determine how the superseded data were derived.
 NC1246
 NC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8903215913(NAD 83)
 NC1246_MARKER: DD = SURVEY DISK
 NC1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1246
 NC1246  HISTORY     - Date     Condition        Report By
 NC1246  HISTORY     - 1973     MONUMENTED       NY-029
 NC1246
 NC1246                          STATION DESCRIPTION
 NC1246
 NC1246'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1246'STATION IS LOCATED ON THE EAST SLOPE OF TOWNSEND HILL IN THE
 NC1246'TOWN OF CONCORD ABOUT 3.25 MILES NORTHWEST OF THE COMMUNITY OF
 NC1246'EAST CONCORD.  IT IS ALSO 3.75 MILES NORTH OF THE NORTHWEST
 NC1246'SPRINGVILLE VILLAGE LINE.
 NC1246'
 NC1246'TO REACH FROM THE INTERSECTION OF U.S. RTE 219 AND GENESEE ROAD,
 NC1246'WHICH IS LOCATED 2.0 MILES DUE WEST OF THE COMMUNITY OF EAST
 NC1246'CONCORD, GO IN A NORTHERLY DIRECTION ON U.S. RTE 219 FOR 0.3 MILE
 NC1246'TO THE JUNCTION OF SNYDER ROAD.  BEAR LEFT AND GO NORTHWEST ON
 NC1246'SNYDER ROAD FOR 1.5 MILES AND THE STATION MARK ON THE LEFT AT
 NC1246'THE JUNCTION OF DRAKE ROAD.
 NC1246'
 NC1246'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1246'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS
 NC1246'STAMPED CON-CON-3 1973.  AN UNDERGROUND MARK WAS ESTABLISHED
 NC1246'AND STAMPED THE SAME.
 NC1246'
 NC1246'AZIMUTH SIGHTED TO THE WEST WAS THE CENTERLINE OF THE LIGHT ON
 NC1246'THE SPRINGVILLE A.T. AND T. MICROWAVE TOWER KEE 81 WHICH IS
 NC1246'LOCATED ON THE WEST SIDE OF MOORE ROAD ON TOWNSEND HILL, TOWN
 NC1246'OF CONCORD, NEW YORK.
 NC1246'
 NC1246'DISTANCE AND DIRECTION FROM STATION
 NC1246'
 NC1246'RP-1 NEAR EDGE OF 4 FT. HIGH OIL LINE INDICATOR PIPE 23.3 FEET N
 NC1246'
 NC1246'RP-2 CENTERLINE OF ROAD 17.5 FEET E
 NC1246'
 NC1246'RP-3 NEAR EDGE OF POLE NO. X/NYSE AND G 17-1 35.8 FEET E
 NC1246'
 NC1246'RP-4 NEAR EDGE OF POLE NO. NYSE AND G 1103/17 95.2 FEET W
 NC1246'
 NC1246'RP-5 NEAR EDGE OF STREET SIGN 113.7 FEET S
 NC1246'
 NC1246'RP-6 NEAR EDGE OF 4 FT. HIGH OIL LINE INDICATOR PIPE 116.2 FEET S
 NC1246'
 NC1246'RP-7 NEAR EDGE OF 3 FT. HIGH YELLOW CONCRETE GUARD POST (MOST
 NC1246'NORTHERLY ONE IN LINE OF 5) 163.9 FEET SE
 NC1246'
 NC1246'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1246'ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK IS
 NC1246'STAMPED CON-CON-3 AZ. A 1973.
 NC1246'
 NC1246'TO REACH FROM CON-CON-3, GO SOUTHEAST ON SNYDER ROAD FOR 0.12
 NC1246'MILE AND THE STATION ON THE LEFT.
 NC1246'
 NC1246'DISTANCE AND DIRECTION FROM STATION
 NC1246'
 NC1246'RP-1 NEAR EDGE OF WITNESS POST 3.1 FEET N
 NC1246'
 NC1246'RP-2 NEAR EDGE OF POLE NO. NYT 33 8.9 FEET W
 NC1246'
 NC1246'RP-3 CENTERLINE OF SNYDER ROAD 13.7 FEET S
 NC1246'
 NC1246'RP-4 NEAR EDGE OF 6 INCH MAPLE TREE 57.3 FEET S
 NC1246'
 NC1246'RP-5 NEAR EDGE OF 30 INCH PINE TREE 40.3 FEET SW
 NC1246'
 NC1246'RP-6 NEAR EDGE OF MOST WESTERLY ONE OF TWO ARROW DIRECTION
 NC1246'SIGNS 76.7 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1249 ***********************************************************************
 NC1249  DESIGNATION -  CON CON 4
 NC1249  PID         -  NC1249
 NC1249  STATE/COUNTY-  NY/ERIE
 NC1249  USGS QUAD   -  SPRINGVILLE (1954)
 NC1249
 NC1249                         *CURRENT SURVEY CONTROL
 NC1249  ___________________________________________________________________
 NC1249* NAD 83(1996)-  42 36 12.56336(N)    078 41 15.30707(W)     ADJUSTED  
 NC1249* NAVD 88     -       482.     (meters)    1581.     (feet)  VERTCON   
 NC1249  ___________________________________________________________________
 NC1249  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 NC1249  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NC1249
 NC1249  HORZ ORDER  -  SECOND
 NC1249
 NC1249.The horizontal coordinates were established by classical geodetic methods
 NC1249.and adjusted by the National Geodetic Survey in January 1999..
 NC1249
 NC1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1249
 NC1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1249
 NC1249.The geoid height was determined by GEOID03.
 NC1249
 NC1249;                    North         East     Units Scale Factor Converg.
 NC1249;SPC NY W     -   289,130.181   341,445.272   MT  0.99993840   -0 04 14.1
 NC1249;SPC NY W     -   948,587.94  1,120,225.03   sFT  0.99993840   -0 04 14.1
 NC1249;UTM  17      - 4,719,376.490   689,692.926   MT  1.00004273   +1 33 56.8
 NC1249
 NC1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1249!SPC NY W     -   0.99992976  x   0.99993840  =   0.99986817
 NC1249!UTM  17      -   0.99992976  x   1.00004273  =   0.99997249
 NC1249
 NC1249:                Primary Azimuth Mark                     Grid Az
 NC1249:SPC NY W     -  SPRINGVILLE ATT MW KEE 81 TR             216 18 11.4
 NC1249:UTM  17      -  SPRINGVILLE ATT MW KEE 81 TR             214 40 00.5
 NC1249
 NC1249|---------------------------------------------------------------------|
 NC1249| PID    Reference Object                     Distance      Geod. Az  |
 NC1249|                                                           dddmmss.s |
 NC1249| NC1247 SPRINGVILLE ATT MW KEE 81 TR        APPROX. 4.9 KM 2161357.3 |
 NC1249| CZ9271 CON CON 4 AZ MK A                                  2761038.8 |
 NC1249|---------------------------------------------------------------------|
 NC1249
 NC1249                          SUPERSEDED SURVEY CONTROL
 NC1249
 NC1249  NAD 83(1986)-  42 36 12.56965(N)    078 41 15.30329(W) AD(       ) 2
 NC1249  NAD 27      -  42 36 12.35002(N)    078 41 16.20609(W) AD(       ) 2
 NC1249  NGVD 29 (07/19/86)  482.     (m)         1581.     (f) VERT ANG       
 NC1249
 NC1249.Superseded values are not recommended for survey control.
 NC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1249.See file dsdata.txt to determine how the superseded data were derived.
 NC1249
 NC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8969319376(NAD 83)
 NC1249_MARKER: DD = SURVEY DISK
 NC1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1249
 NC1249  HISTORY     - Date     Condition        Report By
 NC1249  HISTORY     - 1973     MONUMENTED       NY-029
 NC1249
 NC1249                          STATION DESCRIPTION
 NC1249
 NC1249'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1249'STATION IS LOCATED ON SOUTH HILL IN THE TOWN OF CONCORD ABOUT
 NC1249'3.1 MILES SOUTHEAST OF THE COMMUNITY OF BOSTON.  IT IS ALSO 2.9
 NC1249'MILES SOUTH OF THE COMMUNITY OF COLDEN.  IT IS ALSO 1.5 MILES
 NC1249'EAST OF THE LOCALITY OF FOWLERVILLE.
 NC1249'
 NC1249'TO REACH FROM THE INTERSECTION OF U.S. HWY ROUTE 219 AND
 NC1249'ABBOT HILL ROAD, WHICH IS LOCATED IN THE LOCALITY OF
 NC1249'FOWLERVILLE, GO EAST ON ABBOTT ROAD FOR 1.6 MILES AND THE STATION
 NC1249'MARK ON THE LEFT.
 NC1249'
 NC1249'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1249'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1249'STAMPED CON-CON-4 1973.  AN UNDERGROUND DISK WAS ESTABLISHED
 NC1249'AND STAMPED THE SAME.
 NC1249'
 NC1249'AZIMUTH SIGHTED TO THE SOUTHWEST WAS THE CENTERLINE OF THE
 NC1249'LIGHT ON THE SPRINGVILLE A.T. AND T.  MICROWAVE TOWER KEE 81,
 NC1249'WHICH IS LOCATED ON THE WEST SIDE OF MOORE ROAD ON TOWNSEND
 NC1249'HILL, TOWN OF CONCORD, NEW YORK.
 NC1249'
 NC1249'DISTANCE AND DIRECTION FROM STATION
 NC1249'
 NC1249'RP-1 NEAR EDGE OF METAL WITNESS POST 3.9 FEET N
 NC1249'
 NC1249'RP-2 NEAR EDGE OF 3 FT. HIGH 3 INCH SPRUCE TREE 40.6 FEET NW
 NC1249'(MOST EASTERLY ONE OF 3)
 NC1249'
 NC1249'RP-3 CENTERLINE OF DIM ROAD 11.6 FEET E
 NC1249'
 NC1249'RP-4 NEAR EDGE OF POLE NO. 24/NYT 29 27.3 FEET E
 NC1249'
 NC1249'RP-5 CENTERLINE OF ABBOTT HILL ROAD 19.3 FEET S
 NC1249'
 NC1249'RP-6 NEAR EDGE AT BASE OF CONCRETE R/W POST
 NC1249'47.5 FEET S
 NC1249'
 NC1249'RP-7 NEAR EDGE OF 12 INCH CRAB APPLE TREE 202.0 FEET E
 NC1249'
 NC1249'RP-8 CENTERLINE OF JUNCTION SOUTH HILL ROAD 0.1 MILE E
 NC1249'
 NC1249'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1249'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1249'STAMPED CON-CON-4 AZ. A 1973.
 NC1249'
 NC1249'TO REACH FROM CON-CON-4, GO WEST ON ABBOTT HILL ROAD 0.27 MILE
 NC1249'AND THE STATION ON THE LEFT.
 NC1249'
 NC1249'DISTANCE AND DIRECTION FROM STATION
 NC1249'
 NC1249'RP-1 NEAR EDGE OF METAL WITNESS POST 7.1 FEET S
 NC1249'
 NC1249'RP-2 CENTERLINE OF ABBOTT HILL ROAD 13.2 FEET N
 NC1249'
 NC1249'RP-3 NEAR EDGE OF 28 INCH MAPLE TREE 33.9 FEET N
 NC1249'
 NC1249'RP-4 NEAR EDGE OF 14 INCH CRAB APPLE TREE 57.9 FEET N
 NC1249'
 NC1249'RP-5 NEAR EDGE OF HILL SIGN 76.1 FEET NE
 NC1249'
 NC1249'RP-6 NEAR EDGE OF POLE NO. NYT 24 109.7 FEET E
 NC1249'
 NC1249'RP-7 CENTERLINE ABBOTT HILL ROAD AT THE POINT WHERE POWER LINE
 NC1249'CROSSES OVERHEAD.  150.0 FEET E
 NC1249'
 NC1249'RP-8 CENTERLINE OF JUNCTION SOUTH HILL ROAD 0.37 MILES E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1337 ***********************************************************************
 NC1337  DESIGNATION -  CON FRI 1
 NC1337  PID         -  NC1337
 NC1337  STATE/COUNTY-  NY/ERIE
 NC1337  USGS QUAD   -  LANGFORD (1960)
 NC1337
 NC1337                         *CURRENT SURVEY CONTROL
 NC1337  ___________________________________________________________________
 NC1337* NAD 83(1996)-  42 33 18.25455(N)    078 45 30.23045(W)     ADJUSTED  
 NC1337* NAVD 88     -       436.     (meters)    1430.     (feet)  VERTCON   
 NC1337  ___________________________________________________________________
 NC1337  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 NC1337  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NC1337
 NC1337  HORZ ORDER  -  SECOND
 NC1337
 NC1337.The horizontal coordinates were established by classical geodetic methods
 NC1337.and adjusted by the National Geodetic Survey in January 1999..
 NC1337
 NC1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1337
 NC1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1337
 NC1337.The geoid height was determined by GEOID03.
 NC1337
 NC1337;                    North         East     Units Scale Factor Converg.
 NC1337;SPC NY W     -   283,761.487   335,623.442   MT  0.99994004   -0 07 06.2
 NC1337;SPC NY W     -   930,974.15  1,101,124.58   sFT  0.99994004   -0 07 06.2
 NC1337;UTM  17      - 4,713,843.314   684,026.192   MT  1.00001667   +1 30 59.1
 NC1337
 NC1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1337!SPC NY W     -   0.99993697  x   0.99994004  =   0.99987701
 NC1337!UTM  17      -   0.99993697  x   1.00001667  =   0.99995363
 NC1337
 NC1337:                Primary Azimuth Mark                     Grid Az
 NC1337:SPC NY W     -  SPRINGVILLE ATT MW KEE 81 TR             064 09 23.1
 NC1337:UTM  17      -  SPRINGVILLE ATT MW KEE 81 TR             062 31 17.8
 NC1337
 NC1337|---------------------------------------------------------------------|
 NC1337| PID    Reference Object                     Distance      Geod. Az  |
 NC1337|                                                           dddmmss.s |
 NC1337| NC1247 SPRINGVILLE ATT MW KEE 81 TR        APPROX. 3.2 KM 0640216.9 |
 NC1337| CZ9272 CON FRI 1 AZ MK A                                  2692144.3 |
 NC1337|---------------------------------------------------------------------|
 NC1337
 NC1337                          SUPERSEDED SURVEY CONTROL
 NC1337
 NC1337  NAD 83(1986)-  42 33 18.26074(N)    078 45 30.22656(W) AD(       ) 2
 NC1337  NAD 27      -  42 33 18.04035(N)    078 45 31.12256(W) AD(       ) 2
 NC1337  NGVD 29 (07/19/86)  436.     (m)         1430.     (f) VERT ANG       
 NC1337
 NC1337.Superseded values are not recommended for survey control.
 NC1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1337.See file dsdata.txt to determine how the superseded data were derived.
 NC1337
 NC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8402613843(NAD 83)
 NC1337_MARKER: DD = SURVEY DISK
 NC1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1337
 NC1337  HISTORY     - Date     Condition        Report By
 NC1337  HISTORY     - 1973     MONUMENTED       NY-029
 NC1337
 NC1337                          STATION DESCRIPTION
 NC1337
 NC1337'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1337'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 0.4 MILE EAST
 NC1337'OF THE COMMUNITY OF WYANDALE AND ABOUT 5.6 MILES NORTHWEST OF
 NC1337'THE VILLAGE OF SPRINGVILLE.  IT IS ON GENESEE ROAD JUST WEST
 NC1337'OF ITS JUNCTION WITH SMITH ROAD.
 NC1337'
 NC1337'TO REACH FROM THE INTERSECTION OF GENESEE ROAD, MORTON CORNERS
 NC1337'ROAD AND WYANDALE ROAD IN THE COMMUNITY OF WYANDALE GO EAST ON
 NC1337'GENESEE ROAD FOR 0.38 MILE TO STATION ON THE RIGHT ON SOUTH SIDE
 NC1337'OF ROAD.  IT IS 88 PACES WEST OF THE CENTERLINE OF SMITH ROAD.
 NC1337'
 NC1337'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1337'TOP OF A ROUND CONCRETE POST 5 INCHES BELOW THE GROUND.  THE
 NC1337'DISK IS STAMPED CON-FRI 1 1973.  AN UNDERGROUND DISK WAS
 NC1337'ESTABLISHED AND STAMPED THE SAME.
 NC1337'
 NC1337'AZIMUTH SIGHTED TO THE NE WAS THE RED LIGHT ON TOP OF THE
 NC1337'SPRINGVILLE AT AND T MICROWAVE KEE 81 TOWER (PAINTED RED AND
 NC1337'WHITE) LOCATED ON TOP OF TOWNSEND HILL WHICH IS ON THE SOUTHWEST
 NC1337'SIDE OF MOORE ROAD ABOUT 1.50 MILES NORTHWEST OF ITS JUNCTION
 NC1337'WITH GENESEE ROAD (NGS NO. 146).
 NC1337'
 NC1337'DISTANCE AND DIRECTION FROM STATION
 NC1337'
 NC1337'RP-1 CENTER OF TOP OF END OF 12 IN CORRUGATED METAL
 NC1337'PIPE 12.4 FEET NE
 NC1337'
 NC1337'RP-2 NEAR EDGE OF T ROAD DIRECTION SIGN 82.3 FEET W
 NC1337'
 NC1337'RP-3 NEAR EDGE OF 34 IN MAPLE TREE 203.4 FEET NW
 NC1337'
 NC1337'RP-4 MOST NORTHERLY CORNER OF NEW A FRAME HOUSE 114.9 FEET SE
 NC1337'
 NC1337'RP-5 CENTERLINE OF GENESEE ROAD 25.0 FEET N
 NC1337'
 NC1337'RP-6 88 PACES WEST OF CENTERLINE OF JUNCTION WITH SMITH ROAD
 NC1337'
 NC1337'RP-7 21 FEET WEST OF CENTERLINE OF DRIVEWAY SOUTHWEST
 NC1337'
 NC1337'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1337'OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1337'STAMPED CON-FRI 1 AZ. A 1973.
 NC1337'
 NC1337'TO REACH FROM CON-FRI 1, GO WEST ON GENESEE ROAD FOR 0.88
 NC1337'MILE TO STATION ON THE LEFT ON SOUTH SIDE OF THE ROAD JUST
 NC1337'BEYOND DRIVEWAY TO A NEW A FRAME HOUSE.  IT IS 0.48 MILE WEST OF
 NC1337'THE CENTER OF THE VILLAGE OF WYANDALE (INTERSECTION GENESEE
 NC1337'ROAD AND MORTON CORNERS ROAD).
 NC1337'
 NC1337'DISTANCE AND DIRECTION FROM STATION
 NC1337'
 NC1337'RP-1 NEAR EDGE OF WITNESS POST 4.6 FEET S
 NC1337'
 NC1337'RP-2 NEAR EDGE OF 42 IN MAPLE TREE 12.6 FEET S
 NC1337'
 NC1337'RP-3 NORTHWEST CORNER OF HOUSE FOUNDATION (RAYMOND HUTCHINGS
 NC1337'RESIDENCE) 65.3 FEET S
 NC1337'
 NC1337'RP-4 NEAR EDGE OF 16 IN MAPLE TREE 52.3 FEET SE
 NC1337'
 NC1337'RP-5 NEAR EDGE OF 14 IN NORWAY SPRUCE TREE 40.1 FEET W
 NC1337'
 NC1337'RP-6 CENTERLINE OF DRIVEWAY SOUTH TO HUTCHINGS
 NC1337'RESIDENCE 25.5 FEET W
 NC1337'
 NC1337'RP-7 CENTERLINE OF GENESEE ROAD 15.0 FEET N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4314 ***********************************************************************
 LX4314  DESIGNATION -  CON HOOK LIGHT
 LX4314  PID         -  LX4314
 LX4314  STATE/COUNTY-  NY/ORANGE
 LX4314  USGS QUAD   -  PEEKSKILL (1981)
 LX4314
 LX4314                         *CURRENT SURVEY CONTROL
 LX4314  ___________________________________________________________________
 LX4314* NAD 83(1996)-  41 21 07.54035(N)    073 57 44.22379(W)     ADJUSTED  
 LX4314* NAVD 88     -                                                        
 LX4314  ___________________________________________________________________
 LX4314  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 LX4314  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LX4314
 LX4314  HORZ ORDER  -  THIRD
 LX4314
 LX4314.The horizontal coordinates were established by classical geodetic methods
 LX4314.and adjusted by the National Geodetic Survey in January 1999..
 LX4314
 LX4314
 LX4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4314
 LX4314.The geoid height was determined by GEOID03.
 LX4314
 LX4314;                    North         East     Units Scale Factor Converg.
 LX4314;SPC NY E     -   279,785.824   194,994.781   MT  0.99992491   +0 21 19.0
 LX4314;SPC NY E     -   917,930.66    639,745.38   sFT  0.99992491   +0 21 19.0
 LX4314;UTM  18      - 4,578,363.498   586,808.004   MT  0.99969274   +0 41 08.3
 LX4314
 LX4314                          SUPERSEDED SURVEY CONTROL
 LX4314
 LX4314  NAD 83(1986)-  41 21 07.54190(N)    073 57 44.22562(W) AD(       ) 4
 LX4314  NAD 27      -  41 21 07.20750(N)    073 57 45.72350(W) AD(       ) 3
 LX4314
 LX4314.Superseded values are not recommended for survey control.
 LX4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4314.See file dsdata.txt to determine how the superseded data were derived.
 LX4314
 LX4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8680878363(NAD 83)
 LX4314
 LX4314  HISTORY     - Date     Condition        Report By
 LX4314  HISTORY     - 1932     MONUMENTED       CGS
 LX4314
 LX4314                          STATION DESCRIPTION
 LX4314
 LX4314'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4314'STATION IS THE AUTOMATIC LIGHT SUPPORTED BY STEEL FRAME ON CONCRETE
 LX4314'FOUNDATION ON THE EASTERLY EDGE OF CON HOOK.  IT IS ABOUT 5 METERS
 LX4314'FROM THE WATERS EDGE.
 LX4314'
 LX4314'STATION IS A NEW LIGHT REPLACING CON HOOK LIGHT (1905).
 LX4314'
 LX4314'STATION CON HOOK 1905 IS 24.4 METERS NEARLY DUE W FROM THIS LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1250 ***********************************************************************
 NC1250  DESIGNATION -  CON KAN 1
 NC1250  PID         -  NC1250
 NC1250  STATE/COUNTY-  NY/ERIE
 NC1250  USGS QUAD   -  SPRINGVILLE (1954)
 NC1250
 NC1250                         *CURRENT SURVEY CONTROL
 NC1250  ___________________________________________________________________
 NC1250* NAD 83(1996)-  42 32 20.96903(N)    078 39 43.12741(W)     ADJUSTED  
 NC1250* NAVD 88     -       424.     (meters)    1391.     (feet)  VERTCON   
 NC1250  ___________________________________________________________________
 NC1250  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 NC1250  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NC1250
 NC1250  HORZ ORDER  -  SECOND
 NC1250
 NC1250.The horizontal coordinates were established by classical geodetic methods
 NC1250.and adjusted by the National Geodetic Survey in January 1999..
 NC1250
 NC1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1250
 NC1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1250
 NC1250.The geoid height was determined by GEOID03.
 NC1250
 NC1250;                    North         East     Units Scale Factor Converg.
 NC1250;SPC NY W     -   281,982.103   343,539.774   MT  0.99993801   -0 03 11.4
 NC1250;SPC NY W     -   925,136.28  1,127,096.74   sFT  0.99993801   -0 03 11.4
 NC1250;UTM  17      - 4,712,290.319   691,990.825   MT  1.00005353   +1 34 52.3
 NC1250
 NC1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1250!SPC NY W     -   0.99993882  x   0.99993801  =   0.99987683
 NC1250!UTM  17      -   0.99993882  x   1.00005353  =   0.99999234
 NC1250
 NC1250:                Primary Azimuth Mark                     Grid Az
 NC1250:SPC NY W     -  DISH ON TV MAST                          169 15 06.1
 NC1250:UTM  17      -  DISH ON TV MAST                          167 37 02.4
 NC1250
 NC1250|---------------------------------------------------------------------|
 NC1250| PID    Reference Object                     Distance      Geod. Az  |
 NC1250|                                                           dddmmss.s |
 NC1250| CZ9321 DISH ON TV MAST                                    1691154.7 |
 NC1250| CZ9273 CON KAN 1 AZ MK A                                  3414515.4 |
 NC1250|---------------------------------------------------------------------|
 NC1250
 NC1250                          SUPERSEDED SURVEY CONTROL
 NC1250
 NC1250  NAD 83(1986)-  42 32 20.97533(N)    078 39 43.12356(W) AD(       ) 2
 NC1250  NAD 27      -  42 32 20.75327(N)    078 39 44.03046(W) AD(       ) 2
 NC1250  NGVD 29 (07/19/86)  424.     (m)         1391.     (f) VERT ANG       
 NC1250
 NC1250.Superseded values are not recommended for survey control.
 NC1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1250.See file dsdata.txt to determine how the superseded data were derived.
 NC1250
 NC1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9199112290(NAD 83)
 NC1250_MARKER: DD = SURVEY DISK
 NC1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1250
 NC1250  HISTORY     - Date     Condition        Report By
 NC1250  HISTORY     - 1973     MONUMENTED       NY-029
 NC1250
 NC1250                          STATION DESCRIPTION
 NC1250
 NC1250'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1250'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 2.2 MILES NORTH
 NC1250'OF THE VILLAGE OF SPRINGVILLE.  IT IS ALSO 1.9 MILES WEST OF
 NC1250'THE SARDINIA-CONCORD TOWN LINE.  IT IS ALSO 1.5 MILES SOUTHWEST
 NC1250'OF THE COMMUNITY OF EAST CONCORD.
 NC1250'
 NC1250'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND
 NC1250'BUFFALO STREET IN THE VILLAGE OF SPRINGVILLE, GO NORTH ON
 NC1250'BUFFALO STREET FOR 0.75 MILES TO THE JUNCTION OF SHARP
 NC1250'STREET.  CONTINUE NORTH ON SHARP STREET FOR 1.4 MILES AND THE
 NC1250'STATION MARK ON THE RIGHT.
 NC1250'
 NC1250'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN
 NC1250'A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK IS
 NC1250'STAMPED CON-KAN-1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1250'STAMPED THE SAME.
 NC1250'
 NC1250'AZIMUTH SIGHTED TO THE SOUTH WAS THE CENTER OF DISH (PARABOLIC
 NC1250'ANTENNA) ON T.V. MAST CHANNEL 80-W80AK LOCATED OFF STADY ROAD
 NC1250'NEAR FOX IN CATTARAUGUS COUNTY, NEW YORK.
 NC1250'
 NC1250'DISTANCE AND DIRECTION FROM STATION
 NC1250'
 NC1250'RP-1 NEAR EDGE OF METAL WITNESS POST 7.5 FEET E
 NC1250'
 NC1250'RP-2 CENTER OF GRAVEL DRIVEWAY LEADING TO LONE WOODEN HOUSE
 NC1250'NO. 12413 155.2 FEET N
 NC1250'
 NC1250'RP-3 CENTERLINE OF SHARP STREET 21.4 FEET W
 NC1250'
 NC1250'RP-4 NEAR EDGE OF 4 FEET HIGH IROQUOIS GAS PIPE LINE MARKING
 NC1250'POST 145.8 FEET SE
 NC1250'
 NC1250'RP-5 NEAR EDGE OF 4 FT. HIGH IROQUOIS GAS PIPE LINE MARKING
 NC1250'POST 144.2 FEET SW
 NC1250'
 NC1250'RP-6 NEAR EDGE OF 16 INCH WILD CHERRY TREE 153.3 FEET SE
 NC1250'
 NC1250'RP-7 CENTERLINE JUNCTION MAYO ROAD 0.20 MILES N
 NC1250'
 NC1250'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1250'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1250'CON-KAN-1 AZ. A 1973.
 NC1250'
 NC1250'TO REACH FROM CON-KAN-1, GO NORTH ON SHARP STREET FOR 0.3
 NC1250'MILE AND THE STATION ON THE LEFT.
 NC1250'
 NC1250'DISTANCE AND DIRECTION FROM STATION
 NC1250'
 NC1250'RP-1 NEAR EDGE OF WITNESS POST 2.0 FEET W
 NC1250'
 NC1250'RP-2 CENTERLINE OF SHARP STREET 15.0 FEET E
 NC1250'
 NC1250'RP-3 NEAR EDGE OF 30 INCH NORWAY SPRUCE TREE 42.9 FEET W
 NC1250'
 NC1250'RP-4 NORTHEAST CORNER OF MAIN PART OF J.D. WHITE HOUSE AT
 NC1250'CONCRETE FOUNDATION 55.8 FEET W
 NC1250'
 NC1250'RP-5 NEAR EDGE OF 42 INCH MAPLE TREE (MOST SOUTHERLY ONE OF TWO)
 NC1250'58.6 FEET E
 NC1250'
 NC1250'RP-6 CENTERLINE OF DRIVEWAY 79.0 FEET S
 NC1250'
 NC1250'RP-7 CENTER TOP OF CONCRETE R/W POST NO.6 45.1 FEET SE
 NC1250'
 NC1250'RP-8 CENTERLINE JUNCTION MAYO ROAD 0.09 MILE S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1344 ***********************************************************************
 NC1344  DESIGNATION -  CON PAL 1
 NC1344  PID         -  NC1344
 NC1344  STATE/COUNTY-  NY/ERIE
 NC1344  USGS QUAD   -  LANGFORD (1960)
 NC1344
 NC1344                         *CURRENT SURVEY CONTROL
 NC1344  ___________________________________________________________________
 NC1344* NAD 83(1996)-  42 31 18.49165(N)    078 45 41.56604(W)     ADJUSTED  
 NC1344* NAVD 88     -       424.     (meters)    1391.     (feet)  VERTCON   
 NC1344  ___________________________________________________________________
 NC1344  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 NC1344  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NC1344
 NC1344  HORZ ORDER  -  SECOND
 NC1344
 NC1344.The horizontal coordinates were established by classical geodetic methods
 NC1344.and adjusted by the National Geodetic Survey in January 1999..
 NC1344
 NC1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1344
 NC1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1344
 NC1344.The geoid height was determined by GEOID03.
 NC1344
 NC1344;                    North         East     Units Scale Factor Converg.
 NC1344;SPC NY W     -   280,066.780   335,357.088   MT  0.99994014   -0 07 13.6
 NC1344;SPC NY W     -   918,852.43  1,100,250.71   sFT  0.99994014   -0 07 13.6
 NC1344;UTM  17      - 4,710,142.231   683,865.307   MT  1.00001595   +1 30 48.0
 NC1344
 NC1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1344!SPC NY W     -   0.99993883  x   0.99994014  =   0.99987898
 NC1344!UTM  17      -   0.99993883  x   1.00001595  =   0.99995478
 NC1344
 NC1344:                Primary Azimuth Mark                     Grid Az
 NC1344:SPC NY W     -  CON PAL 1 AZ MK A                        054 42 07.0
 NC1344:UTM  17      -  CON PAL 1 AZ MK A                        053 04 05.4
 NC1344
 NC1344|---------------------------------------------------------------------|
 NC1344| PID    Reference Object                     Distance      Geod. Az  |
 NC1344|                                                           dddmmss.s |
 NC1344| CZ9274 CON PAL 1 AZ MK A                                  0543453.4 |
 NC1344| CZ9275 CON PAL 1 AZ MK B                                  2711012.1 |
 NC1344|---------------------------------------------------------------------|
 NC1344
 NC1344                          SUPERSEDED SURVEY CONTROL
 NC1344
 NC1344  NAD 83(1986)-  42 31 18.49785(N)    078 45 41.56211(W) AD(       ) 2
 NC1344  NAD 27      -  42 31 18.27646(N)    078 45 42.45824(W) AD(       ) 2
 NC1344  NGVD 29 (07/19/86)  424.     (m)         1391.     (f) VERT ANG       
 NC1344
 NC1344.Superseded values are not recommended for survey control.
 NC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1344.See file dsdata.txt to determine how the superseded data were derived.
 NC1344
 NC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8386510142(NAD 83)
 NC1344_MARKER: DD = SURVEY DISK
 NC1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1344
 NC1344  HISTORY     - Date     Condition        Report By
 NC1344  HISTORY     - 1973     MONUMENTED       NY-029
 NC1344
 NC1344                          STATION DESCRIPTION
 NC1344
 NC1344'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1344'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 0.2 MILE EAST
 NC1344'OF THE COMMUNITY OF WOODSIDE.  IT IS ALSO 2.4 MILES SOUTH OF
 NC1344'THE COMMUNITY OF WYANVILLE.
 NC1344'
 NC1344'TO REACH FROM THE INTERSECTION OF MORTON CORNERS RD. AND
 NC1344'WOODSIDE RD. (ALSO CONCORD RD.) IN THE COMMUNITY OF WOODSIDE,
 NC1344'GO EAST ON CONCORD RD. FOR 0.2 MILE TO STATION ON RIGHT AT BEND IN
 NC1344'ROAD.
 NC1344'
 NC1344'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1344'ROUND CONCRETE POST 1 INCH BELOW GROUND.  THE DISK IS STAMPED
 NC1344'CON-PAL-1 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND
 NC1344'STAMPED THE SAME.
 NC1344'
 NC1344'DISTANCE AND DIRECTION FROM STATION
 NC1344'
 NC1344'RP-1 NEAR EDGE OF METAL WITNESS POST 2.8 FEET S
 NC1344'
 NC1344'RP-2 SE CORNER OF CONCRETE GUARD POST (5TH IN LINE FROM
 NC1344'EAST) 9.5 FEET W
 NC1344'
 NC1344'RP-3 CENTERLINE OF CONCORD ROAD 16.8 FEET N
 NC1344'
 NC1344'RP-4 NEAR EDGE OF FIRST CONCRETE GUARD POST 54.8 FEET NE
 NC1344'
 NC1344'RP-5 EDGE OF POWER POLE NO. NYSEG-4 46.3 FEET E
 NC1344'
 NC1344'RP-6 CENTER OF 40 INCH PIPE 89.9 FEET SW
 NC1344'
 NC1344'AZIMTUH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1344'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1344'CON-PAL 1 AZ. A 1973.
 NC1344'
 NC1344'TO REACH FROM CON-PAL 1 GO NORTHWEST ON CONCORD ROAD FOR
 NC1344'0.3 MILE TO STATION ON LEFT.
 NC1344'
 NC1344'DISTANCE AND DIRECTION FROM STATION
 NC1344'
 NC1344'RP-1 NEAR EDGE OF METAL WITNESS POST 3.4 FEET NW
 NC1344'
 NC1344'RP-2 CENTERLINE OF CONCORD ROAD 12.5 FEET SE
 NC1344'
 NC1344'RP-3 CENTERLINE OF DIRT ROAD EXTENDED 58.0 FEET SW
 NC1344'
 NC1344'RP-4 SOUTHEAST CORNER OF 3 FOOT HIGH WOODEN GUARD
 NC1344'POST 55.7 FEET NE
 NC1344'
 NC1344'RP-5 SOUTHWEST CORNER OF 3 FOOT HIGH CONCRETE POST 73.9 FEET E.
 NC1344'
 NC1344'RP-6 CENTER OF 6 FOOT HIGH METAL PIPE 162.4 FEET NE
 NC1344'
 NC1344'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1344'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS
 NC1344'STAMPED CON-PAL-1 AZ. B 1973.
 NC1344'
 NC1344'TO REACH FROM CON-PAL-1, GO WEST ON CONCORD ROAD (BECOMES
 NC1344'WOODSIDE RD AT MORTON CORNERS ROAD) FOR 0.28 MILE TO STATION ON
 NC1344'RIGHT.
 NC1344'
 NC1344'DISTANCE AND DIRECTION FROM STATION
 NC1344'
 NC1344'RP-1 NEAR EDGE OF METAL WITNESS POST 9.3 FEET N
 NC1344'
 NC1344'RP-2 CENTERLINE OF WOODSIDE ROAD 13.0 FEET S
 NC1344'
 NC1344'RP-3 EDGE OF SMALL TELEPHONE POLE NO. 2-2 (MIDDLE NUMBER
 NC1344'ON POLE MISSING) 32.9 FEET S
 NC1344'
 NC1344'RP-4 EDGE OF POWER POLE NO. NYSEG 22 119.0 FEET SW
 NC1344'
 NC1344'RP-5 EDGE OF POWER POLE NO. NYSEG 2 82.6 FEET SE
 NC1344'
 NC1344'RP-6 LINE OF SPRUCE TREES EXTENDED 245.0 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1335 ***********************************************************************
 NC1335  DESIGNATION -  CON PAL 2
 NC1335  PID         -  NC1335
 NC1335  STATE/COUNTY-  NY/ERIE
 NC1335  USGS QUAD   -  LANGFORD (1960)
 NC1335
 NC1335                         *CURRENT SURVEY CONTROL
 NC1335  ___________________________________________________________________
 NC1335* NAD 83(1996)-  42 30 39.53179(N)    078 45 11.16260(W)     ADJUSTED  
 NC1335* NAVD 88     -       431.     (meters)    1414.     (feet)  VERTCON   
 NC1335  ___________________________________________________________________
 NC1335  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 NC1335  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NC1335
 NC1335  HORZ ORDER  -  SECOND
 NC1335
 NC1335.The horizontal coordinates were established by classical geodetic methods
 NC1335.and adjusted by the National Geodetic Survey in January 1999..
 NC1335
 NC1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1335
 NC1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1335
 NC1335.The geoid height was determined by GEOID03.
 NC1335
 NC1335;                    North         East     Units Scale Factor Converg.
 NC1335;SPC NY W     -   278,863.267   336,048.601   MT  0.99993989   -0 06 53.0
 NC1335;SPC NY W     -   914,903.90  1,102,519.45   sFT  0.99993989   -0 06 53.0
 NC1335;UTM  17      - 4,708,958.829   684,590.905   MT  1.00001924   +1 31 07.4
 NC1335
 NC1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1335!SPC NY W     -   0.99993773  x   0.99993989  =   0.99987762
 NC1335!UTM  17      -   0.99993773  x   1.00001924  =   0.99995697
 NC1335
 NC1335:                Primary Azimuth Mark                     Grid Az
 NC1335:SPC NY W     -  CON PAL 2 AZ MK A                        081 09 58.3
 NC1335:UTM  17      -  CON PAL 2 AZ MK A                        079 31 57.9
 NC1335
 NC1335|---------------------------------------------------------------------|
 NC1335| PID    Reference Object                     Distance      Geod. Az  |
 NC1335|                                                           dddmmss.s |
 NC1335| CZ9276 CON PAL 2 AZ MK A                                  0810305.3 |
 NC1335| CZ9277 CON PAL 2 AZ MK B                                  2710832.1 |
 NC1335|---------------------------------------------------------------------|
 NC1335
 NC1335                          SUPERSEDED SURVEY CONTROL
 NC1335
 NC1335  NAD 83(1986)-  42 30 39.53800(N)    078 45 11.15865(W) AD(       ) 2
 NC1335  NAD 27      -  42 30 39.31616(N)    078 45 12.05604(W) AD(       ) 2
 NC1335  NGVD 29 (07/19/86)  431.     (m)         1414.     (f) VERT ANG       
 NC1335
 NC1335.Superseded values are not recommended for survey control.
 NC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1335.See file dsdata.txt to determine how the superseded data were derived.
 NC1335
 NC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8459108959(NAD 83)
 NC1335_MARKER: DD = SURVEY DISK
 NC1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1335
 NC1335  HISTORY     - Date     Condition        Report By
 NC1335  HISTORY     - 1973     MONUMENTED       NY-029
 NC1335
 NC1335                          STATION DESCRIPTION
 NC1335
 NC1335'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1335'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 0.6 MILE NORTH
 NC1335'OF THE COMMUNITY OF MORTON CORNERS.  IT IS ALSO 4.4 MILES WEST
 NC1335'OF THE COMMUNITY OF SPRINGVILLE.
 NC1335'
 NC1335'TO REACH FROM THE INTERSECTION OF N.Y. RTE 39 (COLLINS
 NC1335'CENTER-SPRINGVILLE ROAD) AND MORTON CORNERS ROAD, IN THE
 NC1335'COMMUNITY OF MORTON CORNERS, GO EAST ON RTE 39 FOR 0.62 MILE
 NC1335'TO STATION ON RIGHT.
 NC1335'
 NC1335'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1335'ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK IS
 NC1335'STAMPED CON-PAL 2 1973.
 NC1335'
 NC1335'AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED THE SAME.
 NC1335'
 NC1335'DISTANCE AND DIRECTION FROM STATION
 NC1335'
 NC1335'RP-1 NEAR EDGE OF METAL WITNESS POST 6.1 FEET S
 NC1335'
 NC1335'RP-2 CENTERLINE OF N.Y. RTE 39 26.7 FEET N.
 NC1335'
 NC1335'RP-3 CENTERLINE OF FARM ROAD EXTENDED 12.0 FEET E
 NC1335'
 NC1335'RP-4 EDGE OF POWER POLE NO. NYSEG 1097/27 138.4 FEET E
 NC1335'
 NC1335'RP-5 EDGE OF POWER POLE NO. NYSEG 26 122.6 FEET W
 NC1335'
 NC1335'RP-6 EDGE OF 8 IN DIA. PEAR TREE 112.0 FEET N
 NC1335'
 NC1335'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1335'ROUND CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  THE
 NC1335'DISK IS STAMPED CON-PAL-2 AZ. A 1973.
 NC1335'
 NC1335'TO REACH FROM CON-PAL-2, GO EAST ON N.Y. RTE 39 (COLLINS
 NC1335'CENTER-SPRINGVILLE RD.) FOR 0.35 MILE TO STATION ON RIGHT.
 NC1335'
 NC1335'DISTANCE AND DIRECTION FROM STATION
 NC1335'
 NC1335'RP-1 NEAR EDGE OF METAL WITNESS POST 2.7 FEET S
 NC1335'
 NC1335'RP-2 EDGE OF POWER POLE NO. NYSEG 34 12.2 FEET S
 NC1335'
 NC1335'RP-3 CENTERLINE OF N.Y. RTE 39 29.0 FEET N
 NC1335'
 NC1335'RP-4 EDGE OF MILE POST NO. 39/5303/1123 53.3 FEET N
 NC1335'
 NC1335'RP-5 CENTERLINE OF FARM FIELD ENTRANCE 168.0 FEET E
 NC1335'
 NC1335'RP-6 FENCE LINE EXTENDED 300.0 FEET E
 NC1335'
 NC1335'RP-7 CENTERLINE OF JUNCTION WITH TREVETT ROAD (0.41 MILE,
 NC1335'APPROX) NE
 NC1335'
 NC1335'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1335'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS
 NC1335'STAMPED CON-PAL-2 AZ. B 1973.
 NC1335'
 NC1335'TO REACH FROM COL-PAL-2, GO WEST ON N.Y. RTE 39 (COLLINS-CENTER
 NC1335'SPRINGVILLE RD.) FOR 0.62 MILE TO INTERSECTION OF N.Y. RTE 39
 NC1335'AND GROTE ROAD (ALSO MORTON CORNERS ROAD) TO STATION ON LEFT
 NC1335'AND SOUTHWEST CORNER NEAR HOUSE NO. 13509.
 NC1335'
 NC1335'DISTANCE AND DIRECTION FROM STATION
 NC1335'
 NC1335'RP-1 NEAR EDGE OF METAL WITNESS POST 2.3 FEET SE
 NC1335'
 NC1335'RP-2 EDGE OF STREET SIGN 4.9 FEET E
 NC1335'
 NC1335'RP-3 EDGE OF 18 IN DIA. SPRUCE TREE 70.1 FEET E
 NC1335'
 NC1335'RP-4 EDGE OF 6 IN DIA. MAPLE TREE 27.1 FEET SE
 NC1335'
 NC1335'RP-5 N.W. CORNER OF FOUNDATION OF HOUSE NO. 13509 40.2 FEET SE
 NC1335'
 NC1335'RP-6 CENTERLINE OF N.Y. RTE 39 32.0 FEET N
 NC1335'
 NC1335'RP-7 CENTERLINE OF GROTE ROAD 30.5 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1257 ***********************************************************************
 NC1257  DESIGNATION -  CON PAX 1
 NC1257  PID         -  NC1257
 NC1257  STATE/COUNTY-  NY/ERIE
 NC1257  USGS QUAD   -  SPRINGVILLE (1954)
 NC1257
 NC1257                         *CURRENT SURVEY CONTROL
 NC1257  ___________________________________________________________________
 NC1257* NAD 83(1996)-  42 35 02.89643(N)    078 44 19.78362(W)     ADJUSTED  
 NC1257* NAVD 88     -       476.     (meters)    1562.     (feet)  VERTCON   
 NC1257  ___________________________________________________________________
 NC1257  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 NC1257  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NC1257
 NC1257  HORZ ORDER  -  SECOND
 NC1257
 NC1257.The horizontal coordinates were established by classical geodetic methods
 NC1257.and adjusted by the National Geodetic Survey in January 1999..
 NC1257
 NC1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1257
 NC1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1257
 NC1257.The geoid height was determined by GEOID03.
 NC1257
 NC1257;                    North         East     Units Scale Factor Converg.
 NC1257;SPC NY W     -   286,987.062   337,236.374   MT  0.99993950   -0 06 18.8
 NC1257;SPC NY W     -   941,556.72  1,106,416.34   sFT  0.99993950   -0 06 18.8
 NC1257;UTM  17      - 4,717,113.865   685,546.541   MT  1.00002359   +1 31 49.8
 NC1257
 NC1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1257!SPC NY W     -   0.99993070  x   0.99993950  =   0.99987021
 NC1257!UTM  17      -   0.99993070  x   1.00002359  =   0.99995429
 NC1257
 NC1257:                Primary Azimuth Mark                     Grid Az
 NC1257:SPC NY W     -  NEW OREGON W U KEL 72 TOWER              309 25 01.8
 NC1257:UTM  17      -  NEW OREGON W U KEL 72 TOWER              307 46 53.2
 NC1257
 NC1257|---------------------------------------------------------------------|
 NC1257| PID    Reference Object                     Distance      Geod. Az  |
 NC1257|                                                           dddmmss.s |
 NC1257| NC1345 NEW OREGON W U KEL 72 TOWER         APPROX. 2.4 KM 3091843.0 |
 NC1257| CZ9278 CON PAX 1 AZ MK A                                  3582517.5 |
 NC1257|---------------------------------------------------------------------|
 NC1257
 NC1257                          SUPERSEDED SURVEY CONTROL
 NC1257
 NC1257  NAD 83(1986)-  42 35 02.90264(N)    078 44 19.77978(W) AD(       ) 2
 NC1257  NAD 27      -  42 35 02.68305(N)    078 44 20.67741(W) AD(       ) 2
 NC1257  NGVD 29 (07/19/86)  476.     (m)         1562.     (f) VERT ANG       
 NC1257
 NC1257.Superseded values are not recommended for survey control.
 NC1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1257.See file dsdata.txt to determine how the superseded data were derived.
 NC1257
 NC1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8554717114(NAD 83)
 NC1257_MARKER: DD = SURVEY DISK
 NC1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1257
 NC1257  HISTORY     - Date     Condition        Report By
 NC1257  HISTORY     - 1973     MONUMENTED       NY-029
 NC1257
 NC1257                          STATION DESCRIPTION
 NC1257
 NC1257'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1257'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 3.1 MILES
 NC1257'SOUTH OF THE COMMUNITY OF BOSTON AND ABOUT 1.7 MILES SOUTHWEST
 NC1257'OF THE HAMLET OF FOWLERVILLE AND ABOUT 6 MILES NORTHWEST OF
 NC1257'THE VILLAGE OF SPRINGVILLE.  IT IS IN THE SOUTHERLY ANGLE OF
 NC1257'THE INTERSECTION FORMED BY THE JUNCTION OF TREVETT ROAD AND MOORE
 NC1257'ROAD.
 NC1257'
 NC1257'TO REACH FROM THE COMMUNITY OF EAST CONCORD GO WEST ON
 NC1257'GENESEE ROAD FOR 5.0 MILES TO INTERSECTION WITH TREVETT
 NC1257'ROAD.  TURN RIGHT AND GO NORTH ON TREVETT ROAD FOR 2.20 MILES TO
 NC1257'JUNCTION WITH MOORE ROAD AND STATION ON THE RIGHT ON EAST SIDE
 NC1257'OF ROAD.  TO REACH FROM THE JUNCTION OF U.S. RTE 219 AND TREVETT
 NC1257'ROAD AT THE SOUTH EDGE OF THE COMMUNITY OF BOSTON GO SOUTH ON
 NC1257'TREVETT ROAD FOR 2.80 MILES TO JUNCTION WITH MOORE ROAD AND
 NC1257'STATION ON THE LEFT IN THE SOUTHERLY ANGLE OF THE
 NC1257'INTERSECTION.
 NC1257'
 NC1257'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1257'TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE
 NC1257'DISK IS STAMPED CON-PAX 1 1973.
 NC1257'
 NC1257'AZIMUTH MARK SIGHTED TO THE NW WAS THE RED LIGHT ATOP THE
 NC1257'WEST LEG OF NEW OREGON WESTERN UNION KEL 72 TOWER (NGS
 NC1257'NO. 147).  TOWER IS PAINTED RED AND WHITE AND IS LOCATED
 NC1257'ABOUT 2.5 MILES SOUTHWEST OF THE COMMUNITY OF BOSTON AND NEAR
 NC1257'NGS STATION PAXON 1973.  IT IS ABOUT 0.57 MILE SOUTHWEST OF
 NC1257'THE INTERSECTION OF BROWN HILL ROAD AND EMERLING ROAD.
 NC1257'
 NC1257'DISTANCE AND DIRECTION FROM STATION
 NC1257'
 NC1257'RP-1 NORTHWEST CORNER OF CONCRETE OF DROP INLET 14.1 FEET S
 NC1257'
 NC1257'RP-2 CENTERLINE OF TREVETT ROAD 14.9 FEET W
 NC1257'
 NC1257'RP-3 NORTHWEST CORNER OF CINDER BLOCK FOUNDATION OF
 NC1257'GARAGE 68.2 FEET SE
 NC1257'
 NC1257'RP-4 NEAR EDGE OF 60 IN COTTONWOOD TREE 47.2 FEET SE
 NC1257'
 NC1257'RP-5 NEAR EDGE OF 16 IN RUSSIAN OLIVE TREE 46.9 FEET NE
 NC1257'
 NC1257'RP-6 CENTERLINE OF MOORE ROAD 61.0 FEET NE
 NC1257'
 NC1257'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN TOP
 NC1257'OF A ROUND CONCRETE POST FLUSH WITH GROUND.  THE DISK IS
 NC1257'STAMPED CON-PAX 1 AZ. A 1973.
 NC1257'
 NC1257'TO REACH FROM CON-PAX 1, GO NORTH ON TREVETT ROAD 0.50 MILE
 NC1257'TO STATION ON THE LEFT ON WEST SIDE OF ROAD.
 NC1257'
 NC1257'DISTANCE AND DIRECTION FROM STATION
 NC1257'
 NC1257'RP-1 NEAR EDGE OF WITNESS POST 2.2 FEET W
 NC1257'
 NC1257'RP-2 CENTERLINE OF TREVETT ROAD 13.5 FEET E
 NC1257'
 NC1257'RP-3 NEAR EDGE OF 12 IN MAPLE TREE 21.1 FEET N
 NC1257'
 NC1257'RP-4 NEAR EDGE OF 24 IN MAPLE TREE 39.3 FEET N
 NC1257'
 NC1257'RP-5 CENTERLINE OF DIM WOODS ROAD WEST 25.5 FEET N
 NC1257'
 NC1257'RP-6 NEAR EDGE OF MOST NORTHERLY OF 2 POLES HOLDING NY
 NC1257'TELEPHONE COMPANY BELL SYSTEM RELAY STATION AND CONTROL
 NC1257'BOXES 44.9 FT. NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1347 ***********************************************************************
 NC1347  DESIGNATION -  CON SED 1
 NC1347  PID         -  NC1347
 NC1347  STATE/COUNTY-  NY/ERIE
 NC1347  USGS QUAD   -  LANGFORD (1960)
 NC1347
 NC1347                         *CURRENT SURVEY CONTROL
 NC1347  ___________________________________________________________________
 NC1347* NAD 83(1996)-  42 36 26.49498(N)    078 45 45.10574(W)     ADJUSTED  
 NC1347* NAVD 88     -       484.     (meters)    1588.     (feet)  VERTCON   
 NC1347  ___________________________________________________________________
 NC1347  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 NC1347  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NC1347
 NC1347  HORZ ORDER  -  SECOND
 NC1347
 NC1347.The horizontal coordinates were established by classical geodetic methods
 NC1347.and adjusted by the National Geodetic Survey in January 1999..
 NC1347
 NC1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1347
 NC1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1347
 NC1347.The geoid height was determined by GEOID03.
 NC1347
 NC1347;                    North         East     Units Scale Factor Converg.
 NC1347;SPC NY W     -   289,570.339   335,296.404   MT  0.99994016   -0 07 16.7
 NC1347;SPC NY W     -   950,032.02  1,100,051.62   sFT  0.99994016   -0 07 16.7
 NC1347;UTM  17      - 4,719,640.902   683,533.447   MT  1.00001444   +1 30 54.4
 NC1347
 NC1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1347!SPC NY W     -   0.99992947  x   0.99994016  =   0.99986963
 NC1347!UTM  17      -   0.99992947  x   1.00001444  =   0.99994391
 NC1347
 NC1347:                Primary Azimuth Mark                     Grid Az
 NC1347:SPC NY W     -  CON SED 1 AZ MK A                        294 21 42.4
 NC1347:UTM  17      -  CON SED 1 AZ MK A                        292 43 31.3
 NC1347
 NC1347|---------------------------------------------------------------------|
 NC1347| PID    Reference Object                     Distance      Geod. Az  |
 NC1347|                                                           dddmmss.s |
 NC1347| CZ9279 CON SED 1 AZ MK A                                  2941425.7 |
 NC1347| NC1312 BOSTON RAD STA WDCX MAST            APPROX. 3.4 KM 3513350.0 |
 NC1347|---------------------------------------------------------------------|
 NC1347
 NC1347                          SUPERSEDED SURVEY CONTROL
 NC1347
 NC1347  NAD 83(1986)-  42 36 26.50113(N)    078 45 45.10192(W) AD(       ) 2
 NC1347  NAD 27      -  42 36 26.28259(N)    078 45 45.99628(W) AD(       ) 2
 NC1347  NGVD 29 (07/19/86)  484.     (m)         1588.     (f) VERT ANG       
 NC1347
 NC1347.Superseded values are not recommended for survey control.
 NC1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1347.See file dsdata.txt to determine how the superseded data were derived.
 NC1347
 NC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8353319641(NAD 83)
 NC1347_MARKER: DD = SURVEY DISK
 NC1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1347
 NC1347  HISTORY     - Date     Condition        Report By
 NC1347  HISTORY     - 1973     MONUMENTED       NY-029
 NC1347
 NC1347                          STATION DESCRIPTION
 NC1347
 NC1347'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1347'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 2.95 MILES
 NC1347'SOUTHWEST OF THE COMMUNITY OF BOSTON AND ABOUT 2.0 MILES
 NC1347'NORTHEAST OF NEW OREGON AND ABOUT 5.1 MILES SOUTHEAST OF
 NC1347'EAST EDEN.  IT IS NEAR THE NORTHWEST CORNER OF THE TOWN OF
 NC1347'CONCORD AND ON BROWN HILL ROAD.
 NC1347'
 NC1347'TO REACH FROM THE INTERSECTION OF U.S. RTE 219 AND BOSTON CROSS
 NC1347'ROAD AND PFARNER ROAD IN THE COMMUNITY OF BOSTON GO SOUTHWEST ON
 NC1347'PFARNER ROAD FOR 2.14 MILES TO JUNCTION WITH ZIMMERMAN
 NC1347'ROAD.  TURN LEFT AND GO SOUTH ON ZIMMERMAN ROAD FOR 0.14 MILE
 NC1347'TO INTERSECTION WITH BROWN HILL ROAD.  TURN LEFT AND GO
 NC1347'SOUTHEAST ON BROWN HILL ROAD FOR 0.42 MILE TO STATION ON THE
 NC1347'LEFT ON THE NORTHEAST SIDE OF THE ROAD.  TO REACH THE STATION
 NC1347'SITE FROM THE JUNCTION OF WAGNER ROAD AND EMERLING ROAD, WHICH
 NC1347'IS LOCATED 2.0 MILES EAST OF NEW OREGON, GO NORTH ON EMERLING
 NC1347'ROAD FOR 1.23 MILES TO JUNCTION WITH BROWN HILL ROAD.  TURN
 NC1347'LEFT AND GO NORTHWEST ON BROWN HILL ROAD FOR 0.50 MILE TO
 NC1347'STATION ON THE RIGHT.
 NC1347'
 NC1347'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1347'TOP OF A ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  AN
 NC1347'UNDERGROUND DISK WAS SET AND STAMPED THE SAME.  DISK IS
 NC1347'STAMPED CON-SED 1 1973.
 NC1347'
 NC1347'AZIMUTH MARK SIGHTED TO THE NNW WAS THE BOSTON RADIO STATION
 NC1347'WDCX MAST (NGS NO. 135).  IT IS A TRIANGULAR SHAPED STEEL
 NC1347'STRUCTURE 350 FEET HIGH AND IS PAINTED RED AND WHITE.  STATION
 NC1347'SIGHTED IS THE LIGHT ATOP THE MOST NORTHERLY AND TALLER OF TWO
 NC1347'MASTS AND IS LOCATED 0.45 MILE NORTH OF THE INTERSECTION OF
 NC1347'RICE ROAD AND ZIMMERMAN RD. AND ON THE EAST SIDE OF ZIMMERMAN
 NC1347'ROAD.
 NC1347'
 NC1347'DISTANCE AND DIRECTION FROM STATION
 NC1347'
 NC1347'RP-1 NEAR EDGE OF WITNESS POST 6.0 FEET NE
 NC1347'
 NC1347'RP-2 NEAR EDGE OF 15 IN WILD CHERRY TREE 64.0 FEET SE
 NC1347'
 NC1347'RP-3 CENTERLINE OF DIM FARM ROAD NORTH AND NORTHEAST 78.6 FEET SE
 NC1347'
 NC1347'RP-4 NEAR EDGE OF CONCRETE GUARD POST ON NORTHEAST SIDE OF
 NC1347'ROAD AT CULVERT 400.6 FEET SE
 NC1347'
 NC1347'RP-5 NORTHWEST CORNER OF YELLOW WOODEN GUARD POST ON
 NC1347'SOUTHWEST SIDE OF ROAD 395.5 FEET SE
 NC1347'
 NC1347'RP-6 CENTERLINE OF BROWN HILL ROAD 15.6 FEET SW
 NC1347'
 NC1347'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN THE
 NC1347'TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE
 NC1347'DISK IS STAMPED CON-SED 1 AZ. A 1973.
 NC1347'
 NC1347'TO REACH FROM CON-SED 1, GO NORTHWEST ON BROWN HILL ROAD FOR
 NC1347'0.42 MILE TO INTERSECTION WITH FEDICK ROAD AND ZIMMERMAN ROAD AND
 NC1347'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 NC1347'
 NC1347'DISTANCE AND DIRECTION FROM STATION
 NC1347'
 NC1347'RP-1 CENTERLINE OF ZIMMERMAN ROAD 17.3 FEET W
 NC1347'
 NC1347'RP-2 SOUTHWEST CORNER OF FLORIAN J. SCHMITT RESIDENCE IN
 NC1347'NE ANGLE 92.8 FEET E
 NC1347'
 NC1347'RP-3 NEAR EDGE OF CHESTNUT RIDGE PARK 10 MI.  41.9 FEET SE
 NC1347'
 NC1347'RP-4 CENTERLINE OF FEDICK ROAD 58.8 FEET S
 NC1347'
 NC1347'RP-5 NEAR EDGE OF STREET SIGN 44.2 FEET SW
 NC1347'
 NC1347'RP-6 NEAR EDGE OF WITNESS POST 2.1 FEET W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1263 ***********************************************************************
 NC1263  DESIGNATION -  CON TOW 1
 NC1263  PID         -  NC1263
 NC1263  STATE/COUNTY-  NY/ERIE
 NC1263  USGS QUAD   -  SPRINGVILLE (1954)
 NC1263
 NC1263                         *CURRENT SURVEY CONTROL
 NC1263  ___________________________________________________________________
 NC1263* NAD 83(1996)-  42 33 09.45285(N)    078 40 07.84833(W)     ADJUSTED  
 NC1263* NAVD 88     -       440.     (meters)    1444.     (feet)  VERTCON   
 NC1263  ___________________________________________________________________
 NC1263  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 NC1263  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NC1263
 NC1263  HORZ ORDER  -  SECOND
 NC1263
 NC1263.The horizontal coordinates were established by classical geodetic methods
 NC1263.and adjusted by the National Geodetic Survey in January 1999..
 NC1263
 NC1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1263
 NC1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1263
 NC1263.The geoid height was determined by GEOID03.
 NC1263
 NC1263;                    North         East     Units Scale Factor Converg.
 NC1263;SPC NY W     -   283,478.603   342,977.217   MT  0.99993811   -0 03 28.2
 NC1263;SPC NY W     -   930,046.05  1,125,251.09   sFT  0.99993811   -0 03 28.2
 NC1263;UTM  17      - 4,713,770.333   691,385.740   MT  1.00005067   +1 34 37.1
 NC1263
 NC1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1263!SPC NY W     -   0.99993632  x   0.99993811  =   0.99987443
 NC1263!UTM  17      -   0.99993632  x   1.00005067  =   0.99998698
 NC1263
 NC1263:                Primary Azimuth Mark                     Grid Az
 NC1263:SPC NY W     -  CON TOW 1 AZ MK A                        090 43 20.0
 NC1263:UTM  17      -  CON TOW 1 AZ MK A                        089 05 14.7
 NC1263
 NC1263|---------------------------------------------------------------------|
 NC1263| PID    Reference Object                     Distance      Geod. Az  |
 NC1263|                                                           dddmmss.s |
 NC1263| CZ9280 CON TOW 1 AZ MK A                                  0903951.8 |
 NC1263| CZ9281 CON TOW 1 AZ MK B                                  2720614.3 |
 NC1263|---------------------------------------------------------------------|
 NC1263
 NC1263                          SUPERSEDED SURVEY CONTROL
 NC1263
 NC1263  NAD 83(1986)-  42 33 09.45914(N)    078 40 07.84449(W) AD(       ) 2
 NC1263  NAD 27      -  42 33 09.23769(N)    078 40 08.75078(W) AD(       ) 2
 NC1263  NGVD 29 (07/19/86)  440.     (m)         1444.     (f) VERT ANG       
 NC1263
 NC1263.Superseded values are not recommended for survey control.
 NC1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1263.See file dsdata.txt to determine how the superseded data were derived.
 NC1263
 NC1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9138613770(NAD 83)
 NC1263_MARKER: DD = SURVEY DISK
 NC1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1263
 NC1263  HISTORY     - Date     Condition        Report By
 NC1263  HISTORY     - 1973     MONUMENTED       NY-029
 NC1263
 NC1263                          STATION DESCRIPTION
 NC1263
 NC1263'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1263'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 1.5 MILES DUE WEST
 NC1263'OF THE COMMUNITY OF EAST CONCORD.  IT IS ALSO 3.1 MILES NORTH OF
 NC1263'THE CENTER OF THE VILLAGE OF SPRINGVILLE.
 NC1263'
 NC1263'TO REACH FROM INTERSECTION OF GENESEE ROAD AND STATE HWY ROUTE
 NC1263'240 IN THE COMMUNITY OF EAST CONCORD, GO WEST ON GENESEE ROAD FOR
 NC1263'1.5 MILES AND THE STATION MARK ON THE LEFT.
 NC1263'
 NC1263'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1263'ROUND CONCRETE POST 4 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1263'CON-TOW-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1263'THE SAME.
 NC1263'
 NC1263'DISTANCE AND DIRECTION FROM STATION
 NC1263'
 NC1263'RP-1 NEAR EDGE OF METAL WITNESS POST 6.4 FEET S
 NC1263'
 NC1263'RP-2 CENTERLINE OF GENESEE ROAD 17.9 FEET N
 NC1263'
 NC1263'RP-3 NEAR EDGE OF 12 INCH CRAB APPLE TREE 19.6 FEET SE
 NC1263'
 NC1263'RP-4 NEAR EDGE OF 28 INCH MAPLE TREE 24.1 FEET E
 NC1263'
 NC1263'RP-5 NORTHWEST CORNER OF BROWN AND PENROD HOUSE AT CONCRETE
 NC1263'FOUNDATION 77.2 FEET SE
 NC1263'
 NC1263'RP-6 SOUTHEAST CORNER OF LARGE BARN AT CONCRETE FOUNDATION 82.9
 NC1263'FEET NE
 NC1263'
 NC1263'RP-7 CENTERLINE OF GRAVEL DRIVEWAY 90.0 FEET E
 NC1263'
 NC1263'RP-8 CENTERLINE OF JUNCTION U.S. RTE 219 0.58 MILE W
 NC1263'
 NC1263'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1263'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1263'CON-TOW-1 AZ. A 1973.
 NC1263'
 NC1263'TO REACH FROM CON-TOW-1, GO EAST ON GENESEE ROAD FOR 0.35 MILE
 NC1263'AND STATION ON THE LEFT.
 NC1263'
 NC1263'DISTANCE AND DIRECTION FROM STATION
 NC1263'
 NC1263'RP-1 NEAR EDGE OF METAL WITNESS POST 5.2 FEET N
 NC1263'
 NC1263'RP-2 CENTERLINE OF GENESEE ROAD 15.1 FEET S
 NC1263'
 NC1263'RP-3 NEAR EDGE OF CROSSROADS SIGN 42.8 FEET S
 NC1263'
 NC1263'RP-4 NEAR EDGE OF 3 INCH SPRUCE TREE 60.7 FEET S
 NC1263'
 NC1263'RP-5 NEAR EDGE OF POLE NO. D AND L 147/NYT 104 52.7 FEET S
 NC1263'
 NC1263'RP-6 CENTER OF YELLOW CONCRETE R/W POST NO. 5 179.0 FEET SE
 NC1263'
 NC1263'RP-7 CENTERLINE OF GENESEE ROAD UNDER CENTERLINE OF MAIN
 NC1263'POWERLINE CROSSING 375.0 FEET W
 NC1263'
 NC1263'RP-8 CENTERLINE JUNCTION SHARP STREET 0.08 MILES E
 NC1263'
 NC1263'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1263'ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1263'CON-TOW-1 AZ. B 1973.
 NC1263'
 NC1263'TO REACH FROM CON-TOW-1, GO WEST ON GENESEE ROAD FOR 0.55 MILES
 NC1263'AND THE STATION ON THE RIGHT WHICH IS LOCATED IN THE NORTHEAST
 NC1263'ANGLE OF THE INTERSECTION OF U.S. ROUTE 219 AND GENESEE ROAD.
 NC1263'
 NC1263'DISTANCE AND DIRECTION FROM STATION
 NC1263'
 NC1263'RP-1 NEAR EDGE OF METAL WITNESS POST 3.2 FEET N
 NC1263'
 NC1263'RP-2 NEAR EDGE OF STOP SIGN 7.4 FEET W
 NC1263'
 NC1263'RP-3 NEAR EDGE OF POLE NO.X/NYSE AND G 672/253/NYT 11.9 FEET W
 NC1263'
 NC1263'RP-4 CENTERLINE OF GENESEE ROAD 19.4 FEET S
 NC1263'
 NC1263'RP-5 CENTERLINE OF U.S. RTE 219 (IN LINE WITH MONUMENT) 36.6
 NC1263'FEET W
 NC1263'
 NC1263'RP-6 NEAR EDGE OF 3 FT HIGH CONCRETE GUARD POST 55.6 FEET S
 NC1263'
 NC1263'RP-7 CENTER OF U.S.G.S. BM NO. 134WSM (1952) SET FLUSH IN CONCRETE
 NC1263'HEADWALL 59.9 FEET S
 NC1263'
 NC1263'RP-8 CENTERLINE DRIVEWAY 73.0 FEET E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1260 ***********************************************************************
 NC1260  DESIGNATION -  CON TOW 2
 NC1260  PID         -  NC1260
 NC1260  STATE/COUNTY-  NY/ERIE
 NC1260  USGS QUAD   -  SPRINGVILLE (1954)
 NC1260
 NC1260                         *CURRENT SURVEY CONTROL
 NC1260  ___________________________________________________________________
 NC1260* NAD 83(1996)-  42 31 53.03043(N)    078 41 40.50587(W)     ADJUSTED  
 NC1260* NAVD 88     -       520.     (meters)    1706.     (feet)  VERTCON   
 NC1260  ___________________________________________________________________
 NC1260  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 NC1260  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NC1260
 NC1260  HORZ ORDER  -  SECOND
 NC1260
 NC1260.The horizontal coordinates were established by classical geodetic methods
 NC1260.and adjusted by the National Geodetic Survey in January 1999..
 NC1260
 NC1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1260
 NC1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1260
 NC1260.The geoid height was determined by GEOID03.
 NC1260
 NC1260;                    North         East     Units Scale Factor Converg.
 NC1260;SPC NY W     -   281,123.068   340,860.373   MT  0.99993853   -0 04 30.7
 NC1260;SPC NY W     -   922,317.93  1,118,306.07   sFT  0.99993853   -0 04 30.7
 NC1260;UTM  17      - 4,711,355.117   689,336.724   MT  1.00004107   +1 33 32.1
 NC1260
 NC1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1260!SPC NY W     -   0.99992377  x   0.99993853  =   0.99986230
 NC1260!UTM  17      -   0.99992377  x   1.00004107  =   0.99996483
 NC1260
 NC1260:                Primary Azimuth Mark                     Grid Az
 NC1260:SPC NY W     -  CON TOW 2 AZ MK A                        092 30 34.2
 NC1260:UTM  17      -  CON TOW 2 AZ MK A                        090 52 31.4
 NC1260
 NC1260|---------------------------------------------------------------------|
 NC1260| PID    Reference Object                     Distance      Geod. Az  |
 NC1260|                                                           dddmmss.s |
 NC1260| CZ9282 CON TOW 2 AZ MK A                                  0922603.5 |
 NC1260| NC1247 SPRINGVILLE ATT MW KEE 81 TR        APPROX. 4.7 KM 3300557.2 |
 NC1260|---------------------------------------------------------------------|
 NC1260
 NC1260                          SUPERSEDED SURVEY CONTROL
 NC1260
 NC1260  NAD 83(1986)-  42 31 53.03671(N)    078 41 40.50199(W) AD(       ) 2
 NC1260  NAD 27      -  42 31 52.81482(N)    078 41 41.40561(W) AD(       ) 2
 NC1260  NGVD 29 (07/19/86)  520.     (m)         1706.     (f) VERT ANG       
 NC1260
 NC1260.Superseded values are not recommended for survey control.
 NC1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1260.See file dsdata.txt to determine how the superseded data were derived.
 NC1260
 NC1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8933711355(NAD 83)
 NC1260_MARKER: DD = SURVEY DISK
 NC1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1260_STAMPING: CON TOW 2 1973
 NC1260_MARK LOGO: NY-029
 NC1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1260+STABILITY: SURFACE MOTION
 NC1260
 NC1260  HISTORY     - Date     Condition        Report By
 NC1260  HISTORY     - 1973     MONUMENTED       NY-029
 NC1260  HISTORY     - 19940913 MARK NOT FOUND   LOCENG
 NC1260
 NC1260                          STATION DESCRIPTION
 NC1260
 NC1260'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1260'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 2.2 MILES
 NC1260'NORTHWEST OF THE CENTER OF THE VILLAGE OF SPRINGVILLE.  IT IS ALSO
 NC1260'1.9 MILES EAST OF THE COMMUNITY OF CONCORD.  IT IS ALSO 3.1 MILES
 NC1260'SOUTHWEST OF THE COMMUNITY OF EAST CONCORD.
 NC1260'
 NC1260'TO REACH FROM THE INTERSECTION OF U.S. RTE 219 AND MIDDLE ROAD,
 NC1260'WHICH IS LOCATED ABOUT 1.5 MILES NORTH OF THE CENTER OF THE VILLAGE
 NC1260'OF SPRINGVILLE, GO WEST ON MIDDLE ROAD FOR 1.2 MILES AND THE
 NC1260'STATION MARK ON THE RIGHT JUST PAST THE JUNCTION OF TRANSIT ROAD.
 NC1260'
 NC1260'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1260'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1260'CON-TOW-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1260'THE SAME.
 NC1260'
 NC1260'AZIMUTH SIGHTED TO THE NORTH WAS THE CENTERLINE OF THE LIGHT ON
 NC1260'THE SPRINGVILLE A.T. AND T. MICROWAVE TOWER KEE 81 WHICH IS LOCATED
 NC1260'ON THE WEST SIDE OF MOORE ROAD ON TOWNSEND HILL, TOWN OF CONCORD,
 NC1260'NEW YORK.
 NC1260'
 NC1260'DISTANCE AND DIRECTION FROM STATION
 NC1260'
 NC1260'RP-1 NEAR EDGE OF ARROW DIRECTION SIGN 57.9 FEET E
 NC1260'
 NC1260'RP-2 NEAR EDGE OF YIELD SIGN 136.0 FEET SE
 NC1260'
 NC1260'RP-3 NEAR EDGE OF 5 FT HIGH BUCKEYE PIPE LINE INDICATOR PIPE 73.0
 NC1260'FEET S
 NC1260'
 NC1260'RP-4 CENTERLINE OF MIDDLE ROAD 15.8 FEET S
 NC1260'
 NC1260'RP-5 NEAR EDGE OF POLE NO. 12 22.7 FEET NW
 NC1260'
 NC1260'RP-6 EXTENDED CENTERLINE OF TRANSIT ROAD 59.0 FEET E
 NC1260'
 NC1260'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1260'ROUND CONCRETE POST AND FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1260'CON-TOW-2 AZ. A 1973.
 NC1260'
 NC1260'TO REACH FROM CON-TOW-2, GO EAST ON MIDDLE ROAD FOR 0.35 MILE
 NC1260'AND THE STATION ON THE RIGHT.
 NC1260'
 NC1260'DISTANCE AND DIRECTION FROM STATION
 NC1260'
 NC1260'RP-1 CENTERLINE OF MIDDLE ROAD 13.0 FEET N
 NC1260'
 NC1260'RP-2 NEAR EDGE OF 24 INCH BOX ELDER TREE 28.3 FEET E
 NC1260'
 NC1260'RP-3 NORTHWEST CORNER OF PORCH EXTENSION OF A.W. JOHNSTON
 NC1260'HOUSE 53.2 FEET SW
 NC1260'
 NC1260'RP-4 NEAR EDGE OF 10 INCH MAPLE TREE 46.3 FEET W
 NC1260'
 NC1260'RP-5 CENTERLINE OF DRIVEWAY 49.0 FEET E
 NC1260'
 NC1260'RP-6 CENTERLINE JUNCTION TRANSIT RD.  0.34 MILE W
 NC1260
 NC1260                          STATION RECOVERY (1994)
 NC1260
 NC1260'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (TJ)
 NC1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1253 ***********************************************************************
 NC1253  DESIGNATION -  CON TOW 3
 NC1253  PID         -  NC1253
 NC1253  STATE/COUNTY-  NY/ERIE
 NC1253  USGS QUAD   -  SPRINGVILLE (1954)
 NC1253
 NC1253                         *CURRENT SURVEY CONTROL
 NC1253  ___________________________________________________________________
 NC1253* NAD 83(1996)-  42 33 10.23420(N)    078 44 02.11367(W)     ADJUSTED  
 NC1253* NAVD 88     -       466.     (meters)    1529.     (feet)  VERTCON   
 NC1253  ___________________________________________________________________
 NC1253  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 NC1253  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NC1253
 NC1253  HORZ ORDER  -  SECOND
 NC1253
 NC1253.The horizontal coordinates were established by classical geodetic methods
 NC1253.and adjusted by the National Geodetic Survey in January 1999..
 NC1253
 NC1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1253
 NC1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1253
 NC1253.The geoid height was determined by GEOID03.
 NC1253
 NC1253;                    North         East     Units Scale Factor Converg.
 NC1253;SPC NY W     -   283,510.158   337,633.086   MT  0.99993938   -0 06 06.6
 NC1253;SPC NY W     -   930,149.58  1,107,717.88   sFT  0.99993938   -0 06 06.6
 NC1253;UTM  17      - 4,713,649.403   686,042.353   MT  1.00002586   +1 31 58.5
 NC1253
 NC1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1253!SPC NY W     -   0.99993225  x   0.99993938  =   0.99987164
 NC1253!UTM  17      -   0.99993225  x   1.00002586  =   0.99995811
 NC1253
 NC1253:                Primary Azimuth Mark                     Grid Az
 NC1253:SPC NY W     -  CON TOW 3 AZ MK A                        089 11 56.4
 NC1253:UTM  17      -  CON TOW 3 AZ MK A                        087 33 51.3
 NC1253
 NC1253|---------------------------------------------------------------------|
 NC1253| PID    Reference Object                     Distance      Geod. Az  |
 NC1253|                                                           dddmmss.s |
 NC1253| CZ9283 CON TOW 3 AZ MK A                                  0890549.8 |
 NC1253| CZ9284 CON TOW 3 AZ MK B                                  2681440.8 |
 NC1253|---------------------------------------------------------------------|
 NC1253
 NC1253                          SUPERSEDED SURVEY CONTROL
 NC1253
 NC1253  NAD 83(1986)-  42 33 10.24043(N)    078 44 02.10982(W) AD(       ) 2
 NC1253  NAD 27      -  42 33 10.01977(N)    078 44 03.00834(W) AD(       ) 2
 NC1253  NGVD 29 (07/19/86)  466.     (m)         1529.     (f) VERT ANG       
 NC1253
 NC1253.Superseded values are not recommended for survey control.
 NC1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1253.See file dsdata.txt to determine how the superseded data were derived.
 NC1253
 NC1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8604213649(NAD 83)
 NC1253_MARKER: DD = SURVEY DISK
 NC1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1253
 NC1253  HISTORY     - Date     Condition        Report By
 NC1253  HISTORY     - 1973     MONUMENTED       NY-029
 NC1253
 NC1253                          STATION DESCRIPTION
 NC1253
 NC1253'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1253'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 4.7 MILES NORTHWEST
 NC1253'OF THE CENTER OF THE VILLAGE OF SPRINGVILLE.  IT IS ALSO 1.7 MILES
 NC1253'EAST OF THE HAMLET OF WYANDALE.  IT IS ALSO 0.7 MILE NORTH OF THE
 NC1253'CONCORD CEMETERY.
 NC1253'
 NC1253'TO REACH FROM THE INTERSECTION OF U.S. RTE 219 AND GENESEE ROAD,
 NC1253'WHICH IS LOCATED 2.0 MILES DUE WEST OF THE COMMUNITY OF EAST
 NC1253'CONCORD, GO WEST ON GENESEE ROAD FOR 2.8 MILES AND THE STATION MARK
 NC1253'ON THE LEFT.
 NC1253'
 NC1253'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1253'CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1253'CON-TOW-3 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1253'THE SAME.
 NC1253'
 NC1253'DISTANCE AND DIRECTION FROM STATION
 NC1253'
 NC1253'RP-1 NEAR EDGE OF POST HOLDING MAIL BOX 2.7 FEET E
 NC1253'
 NC1253'RP-2 EXTENDED CENTERLINE OF DRIVEWAY 10.0 FEET W
 NC1253'
 NC1253'RP-3 CENTERLINE OF GENESEE ROAD 15.0 FEET N
 NC1253'
 NC1253'RP-4 SOUTHEAST CORNER OF PORCH LIKE EXTENSION OF HOUSE AT
 NC1253'FOUNDATION 89.8 FEET NW
 NC1253'
 NC1253'RP-5 NEAR EDGE OF 20 INCH MAPLE TREE 100.8 FEET N
 NC1253'
 NC1253'RP-6 NEAR EDGE OF POLE NO. 09547-1/428/N1 48.4 FEET NW
 NC1253'
 NC1253'RP-7 EXTENDED CENTERLINE OF CONCRETE HEADWALL ON SOUTH SIDE OF ROAD
 NC1253'IN LINE WITH MONUMENT 182.0 FEET E
 NC1253'
 NC1253'RP-8 CENTERLINE JUNCTION OF TREVETT ROAD 0.22 MILE W
 NC1253'
 NC1253'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1253'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1253'CON-TOW-3 AZ. A 1973.
 NC1253'
 NC1253'TO REACH FROM CON-TOW-3, GO EAST ON GENESEE ROAD FOR 1.05 MILES
 NC1253'AND THE STATION ON THE LEFT ABOUT 110 FEET EAST OF THE CENTERLINE
 NC1253'OF KERN ROAD.
 NC1253'
 NC1253'DISTANCE AND DIRECTION FROM STATION
 NC1253'
 NC1253'RP-1 NEAR EDGE OF METAL WITNESS POST 2.8 FEET N
 NC1253'
 NC1253'RP-2 CENTERLINE OF GENESEE ROAD 16.5 FEET S
 NC1253'
 NC1253'RP-3 NEAR EDGE OF TELEPHONE POLE NO. 230/NYT 396 69.8 FEET SW
 NC1253'
 NC1253'RP-4 NEAR EDGE AT BASE OF 3 FT. HIGH CONCRETE R/W POST NO.14
 NC1253'114.7 FEET W
 NC1253'
 NC1253'RP-5 NEAR EDGE OF STREET SIGN 117.0 FEET W
 NC1253'
 NC1253'RP-6 NEAR EDGE OF LONE 15 INCH MAPLE TREE 181.7 FEET W
 NC1253'
 NC1253'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1253'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1253'CON-TOW-3 AZ. B 1973.
 NC1253'
 NC1253'TO REACH FROM CON-TOW-3, GO WEST ON GENESEE ROAD FOR 0.22 MILE
 NC1253'TO THE JUNCTION OF TREVETT ROAD.  STATION IS LOCATED IN THE
 NC1253'SOUTHWEST ANGLE OF THE INTERSECTION.
 NC1253'
 NC1253'DISTANCE AND DIRECTION FROM STATION
 NC1253'
 NC1253'RP-1 NEAR EDGE OF WITNESS POST 3.5 FEET SW
 NC1253'
 NC1253'RP-2 CENTERLINE OF GENESEE ROAD 29.0 FEET N
 NC1253'
 NC1253'RP-3 CENTERLINE OF TREVETT ROAD 31.5 FEET E
 NC1253'
 NC1253'RP-4 NEAR EDGE OF STREET SIGN 57.0 FEET E
 NC1253'
 NC1253'RP-5 JUNCTION OF FENCE LINES GENESEE ROAD SIDE 55.3 FEET N
 NC1253'
 NC1253'RP-6 JUNCTION OF FENCE LINES TREVETT ROAD SIDE 79.0 FEET N
 NC1253'
 NC1253'RP-7 CENTERLINE OF DIM ROAD LEADING TO OLD ABANDON WOODEN
 NC1253'BLDGS. AND IN LINE WITH MONUMENT 104.0 FEET S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1245 ***********************************************************************
 NC1245  DESIGNATION -  CON TOW 4
 NC1245  PID         -  NC1245
 NC1245  STATE/COUNTY-  NY/ERIE
 NC1245  USGS QUAD   -  SPRINGVILLE (1954)
 NC1245
 NC1245                         *CURRENT SURVEY CONTROL
 NC1245  ___________________________________________________________________
 NC1245* NAD 83(1996)-  42 34 00.09390(N)    078 43 09.20134(W)     ADJUSTED  
 NC1245* NAVD 88     -       530.     (meters)    1739.     (feet)  VERTCON   
 NC1245  ___________________________________________________________________
 NC1245  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 NC1245  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NC1245
 NC1245  HORZ ORDER  -  SECOND
 NC1245
 NC1245.The horizontal coordinates were established by classical geodetic methods
 NC1245.and adjusted by the National Geodetic Survey in January 1999..
 NC1245
 NC1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1245
 NC1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1245
 NC1245.The geoid height was determined by GEOID03.
 NC1245
 NC1245;                    North         East     Units Scale Factor Converg.
 NC1245;SPC NY W     -   285,046.528   338,842.612   MT  0.99993903   -0 05 30.9
 NC1245;SPC NY W     -   935,190.15  1,111,686.14   sFT  0.99993903   -0 05 30.9
 NC1245;UTM  17      - 4,715,219.798   687,207.654   MT  1.00003121   +1 32 35.8
 NC1245
 NC1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1245!SPC NY W     -   0.99992222  x   0.99993903  =   0.99986126
 NC1245!UTM  17      -   0.99992222  x   1.00003121  =   0.99995343
 NC1245
 NC1245:                Primary Azimuth Mark                     Grid Az
 NC1245:SPC NY W     -  COLDEN TV TOWER WKBW                     046 11 41.2
 NC1245:UTM  17      -  COLDEN TV TOWER WKBW                     044 33 34.5
 NC1245
 NC1245|---------------------------------------------------------------------|
 NC1245| PID    Reference Object                     Distance      Geod. Az  |
 NC1245|                                                           dddmmss.s |
 NC1245| NC1217 COLDEN TV TOWER WKBW                APPROX.11.3 KM 0460610.3 |
 NC1245| CZ9285 CON TOW 4 AZ MK A                                  1453102.7 |
 NC1245|---------------------------------------------------------------------|
 NC1245
 NC1245                          SUPERSEDED SURVEY CONTROL
 NC1245
 NC1245  NAD 83(1986)-  42 34 00.10015(N)    078 43 09.19751(W) AD(       ) 2
 NC1245  NAD 27      -  42 33 59.87958(N)    078 43 10.09751(W) AD(       ) 2
 NC1245  NGVD 29 (07/19/86)  530.     (m)         1739.     (f) VERT ANG       
 NC1245
 NC1245.Superseded values are not recommended for survey control.
 NC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1245.See file dsdata.txt to determine how the superseded data were derived.
 NC1245
 NC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8720815220(NAD 83)
 NC1245_MARKER: DD = SURVEY DISK
 NC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1245
 NC1245  HISTORY     - Date     Condition        Report By
 NC1245  HISTORY     - 1973     MONUMENTED       NY-029
 NC1245
 NC1245                          STATION DESCRIPTION
 NC1245
 NC1245'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1245'STATION IS LOCATED ON TOWNSEND HILL IN THE TOWN OF CONCORD ABOUT
 NC1245'4.9 MILES NORTHWEST OF THE CENTER OF THE VILLAGE OF
 NC1245'SPRINGVILLE.  IT IS ALSO ABOUT 2.5 MILES SOUTH OF THE HAMLET OF
 NC1245'FOWLERVILLE.
 NC1245'
 NC1245'TO REACH FROM THE INTERSECTION OF U.S. RTE 219 AND GENESEE ROAD,
 NC1245'WHICH IS LOCATED 2.0 MILES DUE WEST OF THE COMMUNITY OF EAST
 NC1245'CONCORD, GO WEST ON GENESEE ROAD FOR 1.1 MILES TO THE JUNCTION OF
 NC1245'DRAKE AND MOORE ROAD.  TURN RIGHT AND GO NORTHWEST ON MOORE ROAD
 NC1245'FOR 1.4 MILES AND THE STATION MARK ON THE RIGHT.
 NC1245'
 NC1245'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1245'ROUND CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1245'CON-TOW-4 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1245'THE SAME.
 NC1245'
 NC1245'AZIMUTH SIGHTED TO THE NORTHEAST WAS THE CENTERLINE OF THE LIGHT
 NC1245'ON TOP OF THE WKBW TV TOWER WHICH IS LOCATED ON THE EAST SIDE OF
 NC1245'CENTER STREET, NORTH OF THE LOCALITY OF GLENWOOD IN COLDEN
 NC1245'TOWNSHIP, NEW YORK.
 NC1245'
 NC1245'DISTANCE AND DIRECTION FROM STATION
 NC1245'
 NC1245'RP-1 NEAR EDGE OF YELLOW WOODEN GUARD POST 3.8 FEET NW
 NC1245'
 NC1245'RP-2 SOUTHEAST END OF METAL GUARD RAIL 2.6 FEET NW
 NC1245'
 NC1245'RP-3 CENTERLINE OF MOORE ROAD 18.2 FEET SW
 NC1245'
 NC1245'RP-4 NEAR EDGE OF POLE NO. NYSE AND G/1912/24 85.5 FEET SE
 NC1245'
 NC1245'RP-5 NEAR EDGE OF 9 INCH MAPLE TREE (LAST IN LINE OF 4) 91.4
 NC1245'FEET S
 NC1245'
 NC1245'RP-6 NEAR EDGE OF 10 INCH WEEPING WILLOW TREE 140.0 FEET S
 NC1245'
 NC1245'RP-7 EXTENDED CENTERLINE OF DRIVEWAY LEADING TO WOODEN SINGLE
 NC1245'STORY HOUSE 172.0 FEET SE
 NC1245'
 NC1245'RP-8 CENTERLINE JUNCTION TREVETT ROAD 1.6 MILES NW
 NC1245'
 NC1245'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1245'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1245'CON-TOW-4 AZ. A 1973.
 NC1245'
 NC1245'TO REACH FROM CON-TOW-4, GO SOUTHEAST ON MOORE ROAD FOR 0.7
 NC1245'MILES AND THE STATION ON THE RIGHT.
 NC1245'
 NC1245'DISTANCE AND DIRECTION FROM STATION
 NC1245'
 NC1245'RP-1 NEAR EDGE OF METAL WITNESS POST 4.3 FEET SW
 NC1245'
 NC1245'RP-2 CENTERLINE OF MOORE ROAD 15.5 FEET NE
 NC1245'
 NC1245'RP-3 NEAR EDGE OF POLE NO. NYSE AND G 36 72.7 FEET N
 NC1245'
 NC1245'RP-4 NEAR EDGE OF 12 INCH TRIPLE APPLE TREE 157.4 FEET N
 NC1245'
 NC1245'RP-5 NEAR EDGE OF 6 INCH WILD CHERRY TREE 180.0 FEET SE
 NC1245'
 NC1245'RP-6 CENTERLINE JUNCTION DRAKE ROAD 0.69 MILE SE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1020 ***********************************************************************
 NC1020  DESIGNATION -  CON UMI 1
 NC1020  PID         -  NC1020
 NC1020  STATE/COUNTY-  NY/ERIE
 NC1020  USGS QUAD   -  ASHFORD HOLLOW (1979)
 NC1020
 NC1020                         *CURRENT SURVEY CONTROL
 NC1020  ___________________________________________________________________
 NC1020* NAD 83(1996)-  42 29 55.32682(N)    078 41 34.88999(W)     ADJUSTED  
 NC1020* NAVD 88     -       415.     (meters)    1362.     (feet)  VERTCON   
 NC1020  ___________________________________________________________________
 NC1020  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NC1020  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NC1020
 NC1020  HORZ ORDER  -  SECOND
 NC1020
 NC1020.The horizontal coordinates were established by classical geodetic methods
 NC1020.and adjusted by the National Geodetic Survey in January 1999..
 NC1020
 NC1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1020
 NC1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1020
 NC1020.The geoid height was determined by GEOID03.
 NC1020
 NC1020;                    North         East     Units Scale Factor Converg.
 NC1020;SPC NY W     -   277,491.209   340,983.830   MT  0.99993850   -0 04 26.8
 NC1020;SPC NY W     -   910,402.41  1,118,711.12   sFT  0.99993850   -0 04 26.8
 NC1020;UTM  17      - 4,707,727.880   689,563.691   MT  1.00004214   +1 33 32.4
 NC1020
 NC1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1020!SPC NY W     -   0.99994022  x   0.99993850  =   0.99987872
 NC1020!UTM  17      -   0.99994022  x   1.00004214  =   0.99998236
 NC1020
 NC1020:                Primary Azimuth Mark                     Grid Az
 NC1020:SPC NY W     -  CON UMI 1 AZ MK A                        059 05 09.0
 NC1020:UTM  17      -  CON UMI 1 AZ MK A                        057 27 09.8
 NC1020
 NC1020|---------------------------------------------------------------------|
 NC1020| PID    Reference Object                     Distance      Geod. Az  |
 NC1020|                                                           dddmmss.s |
 NC1020| CZ9286 CON UMI 1 AZ MK A                                  0590042.2 |
 NC1020|---------------------------------------------------------------------|
 NC1020
 NC1020                          SUPERSEDED SURVEY CONTROL
 NC1020
 NC1020  NAD 83(1986)-  42 29 55.33307(N)    078 41 34.88609(W) AD(       ) 2
 NC1020  NAD 27      -  42 29 55.11004(N)    078 41 35.79020(W) AD(       ) 2
 NC1020  NGVD 29 (07/19/86)  415.     (m)         1362.     (f) VERT ANG       
 NC1020
 NC1020.Superseded values are not recommended for survey control.
 NC1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1020.See file dsdata.txt to determine how the superseded data were derived.
 NC1020
 NC1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8956407728(NAD 83)
 NC1020_MARKER: DD = SURVEY DISK
 NC1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1020_STAMPING: CON UMI 1 1973
 NC1020_MARK LOGO: NY-029
 NC1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1020+STABILITY: SURFACE MOTION
 NC1020
 NC1020  HISTORY     - Date     Condition        Report By
 NC1020  HISTORY     - 1973     MONUMENTED       NY-029
 NC1020  HISTORY     - 19940913 GOOD             LOCENG
 NC1020
 NC1020                          STATION DESCRIPTION
 NC1020
 NC1020'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1020'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE VILLAGE OF
 NC1020'SPRINGVILLE IN THE TOWN OF CONCORD.  IT IS ALSO 1.8 MILES NORTH
 NC1020'OF THE U.S. ROUTE 219 BRIDGE CROSSING OF THE CATTARAUGUS CREEK.
 NC1020'
 NC1020'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND
 NC1020'U.S. ROUTE 219 WHICH IS LOCATED ABOUT 1.25 MILES DUE WEST OF THE
 NC1020'CENTER OF THE VILLAGE OF SPRINGVILLE, GO SOUTH ON U.S. ROUTE 219
 NC1020'FOR 0.65 MILE TO THE JUNCTION OF ZOAR VALLEY ROAD.  TURN RIGHT AND
 NC1020'GO SOUTHWEST ON ZOAR VALLEY ROAD FOR 0.2 MILE AND THE STATION
 NC1020'MARK ON THE RIGHT.
 NC1020'
 NC1020'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1020'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1020'CON-UMI-1 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1020'THE SAME.
 NC1020'
 NC1020'AZIMUTH SIGHTED TO THE SOUTHEAST WAS THE CENTER OF DISH
 NC1020'(PARABOLIC ANTENNA) ON T.V. MAST CHANNEL 80-W80AK LOCATED OFF
 NC1020'STADY ROAD NEAR FOX IN CATTARAUGUS COUNTY, NEW YORK.
 NC1020'
 NC1020'DISTANCE AND DIRECTION FROM STATION
 NC1020'
 NC1020'RP-1 SOUTHWEST CORNER OF EUGENE SMITH HOUSE 84.0 FEET N
 NC1020'
 NC1020'RP-2 CENTERLINE OF DRIVEWAY TO EUGENE SMITH HOUSE 143.5 FEET NE
 NC1020'
 NC1020'RP-3 NEAR EDGE OF 36 INCH MAPLE TREE 15.7 FEET N
 NC1020'
 NC1020'RP-4 NEAR EDGE OF POLE NO. V OF S/5/NYT/5 75.6 FEET E
 NC1020'
 NC1020'RP-5 NEAR EDGE OF 30 INCH MAPLE TREE 39.1 FEET SE
 NC1020'
 NC1020'RP-6 NEAR EDGE OF 26 INCH MAPLE TREE 52.3 FEET S
 NC1020'
 NC1020'RP-7 CENTERLINE DRIVEWAY 15.5 FEET SW
 NC1020'
 NC1020'RP-8 NEAR EDGE OF 8 INCH EVERGREEN TREE 14.8 FEET NW
 NC1020'
 NC1020'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1020'CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1020'CON-UMI-1 AZ. A 1973.
 NC1020'
 NC1020'TO REACH FROM CON-UMI-1, GO NORTHEAST ON ZOAR VALLEY ROAD FOR 0.2
 NC1020'MILE TO THE JUNCTION OF U.S. ROUTE 219 AND THE STATION WHICH IS
 NC1020'LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 NC1020'
 NC1020'DISTANCE AND DIRECTION FROM STATION
 NC1020'
 NC1020'RP-1 SOUTHWEST CORNER OF CATCH BASIN 79.8 FEET NE
 NC1020'
 NC1020'RP-2 NORTHWEST CORNER OF GRAFF MOTOR SALES BLDG.  119.2 FEET E
 NC1020'
 NC1020'RP-3 NEAR EDGE OF POLE NO. 312/47 20.2 FEET SE
 NC1020'
 NC1020'RP-4 SOUTHWEST CORNER OF GRAFF MOTOR SALES BLDG.  129.2 FEET SE
 NC1020'
 NC1020'RP-5 NORTHWEST CORNER OF STEEL BASE OF GRAFF SIGN 35.3 FEET S
 NC1020'
 NC1020'RP-6 NORTHEAST CORNER OF CATCH BASIN 47.4 FEET SW
 NC1020'
 NC1020'RP-7 NEAR EDGE OF STREET SIGN POST 11.2 FEET SW
 NC1020'
 NC1020'RP-8 CENTERLINE OF U.S. ROUTE 219 47.7 FEET NW
 NC1020'
 NC1020'RP-9 CENTERLINE OF WAVERLY STREET 37.4 FEET N
 NC1020
 NC1020                          STATION RECOVERY (1994)
 NC1020
 NC1020'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (TJ)
 NC1020'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1021 ***********************************************************************
 NC1021  DESIGNATION -  CON UMI 2
 NC1021  PID         -  NC1021
 NC1021  STATE/COUNTY-  NY/ERIE
 NC1021  USGS QUAD   -  ASHFORD HOLLOW (1979)
 NC1021
 NC1021                         *CURRENT SURVEY CONTROL
 NC1021  ___________________________________________________________________
 NC1021* NAD 83(1996)-  42 29 34.20454(N)    078 40 45.18558(W)     ADJUSTED  
 NC1021* NAVD 88     -       400.     (meters)    1312.     (feet)  VERTCON   
 NC1021  ___________________________________________________________________
 NC1021  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 NC1021  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NC1021
 NC1021  HORZ ORDER  -  SECOND
 NC1021
 NC1021.The horizontal coordinates were established by classical geodetic methods
 NC1021.and adjusted by the National Geodetic Survey in January 1999..
 NC1021
 NC1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1021
 NC1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1021
 NC1021.The geoid height was determined by GEOID03.
 NC1021
 NC1021;                    North         East     Units Scale Factor Converg.
 NC1021;SPC NY W     -   276,838.117   342,117.950   MT  0.99993826   -0 03 53.2
 NC1021;SPC NY W     -   908,259.72  1,122,431.97   sFT  0.99993826   -0 03 53.2
 NC1021;UTM  17      - 4,707,107.308   690,716.084   MT  1.00004753   +1 34 05.4
 NC1021
 NC1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1021!SPC NY W     -   0.99994257  x   0.99993826  =   0.99988083
 NC1021!UTM  17      -   0.99994257  x   1.00004753  =   0.99999009
 NC1021
 NC1021:                Primary Azimuth Mark                     Grid Az
 NC1021:SPC NY W     -  CON UMI 2 AZ MK A                        033 22 24.7
 NC1021:UTM  17      -  CON UMI 2 AZ MK A                        031 44 26.1
 NC1021
 NC1021|---------------------------------------------------------------------|
 NC1021| PID    Reference Object                     Distance      Geod. Az  |
 NC1021|                                                           dddmmss.s |
 NC1021| CZ9287 CON UMI 2 AZ MK A                                  0331831.5 |
 NC1021| CZ9288 CON UMI 2 AZ MK B                                  2700017.1 |
 NC1021|---------------------------------------------------------------------|
 NC1021
 NC1021                          SUPERSEDED SURVEY CONTROL
 NC1021
 NC1021  NAD 83(1986)-  42 29 34.21082(N)    078 40 45.18168(W) AD(       ) 2
 NC1021  NAD 27      -  42 29 33.98745(N)    078 40 46.08757(W) AD(       ) 2
 NC1021  NGVD 29 (07/19/86)  400.     (m)         1312.     (f) VERT ANG       
 NC1021
 NC1021.Superseded values are not recommended for survey control.
 NC1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1021.See file dsdata.txt to determine how the superseded data were derived.
 NC1021
 NC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9071607107(NAD 83)
 NC1021_MARKER: DD = SURVEY DISK
 NC1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1021
 NC1021  HISTORY     - Date     Condition        Report By
 NC1021  HISTORY     - 1973     MONUMENTED       NY-029
 NC1021
 NC1021                          STATION DESCRIPTION
 NC1021
 NC1021'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1021'STATION IS LOCATED IN THE TOWN OF CONCORD ABOUT 1.0 MILE SOUTH OF
 NC1021'CENTER OF THE VILLAGE OF SPRINGVILLE.  IT IS ALSO 1.7 MILES
 NC1021'NORTHEAST OF THE U.S. ROUTE 219 BRIDGE CROSSING OF THE CATTARAUGUS
 NC1021'AND BUTTERMILK CREEKS.
 NC1021'
 NC1021'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND BUFFALO
 NC1021'STREET IN THE VILLAGE OF SPRINGVILLE, GO SOUTH ON BUFFALO STREET
 NC1021'FOR 0.25 MILE TO THE JUNCTION OF MILL ROAD.  TURN RIGHT AND GO
 NC1021'SOUTHWEST ON MILL ROAD 1.0 MILE TO THE STATION MARK ON THE RIGHT.
 NC1021'
 NC1021'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1021'CONCRETE POST 2 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1021'CON-UMI-2 1973.  AN UNDERGROUND MARK WAS ESTABLISHED AND STAMPED
 NC1021'THE SAME.
 NC1021'
 NC1021'DISTANCE AND DIRECTION FROM STATION
 NC1021'
 NC1021'RP-1 NEAR EDGE OF 10 INCH EVERGREEN TREE 21.4 FEET NW
 NC1021'
 NC1021'RP-2 NEAR EDGE OF 24 INCH MAPLE TREE 88.1 FEET NE
 NC1021'
 NC1021'RP-3 NEAR EDGE OF POLE NO. V OF S/51/44 53.0 FEET E
 NC1021'
 NC1021'RP-4 NEAR EDGE OF 32 INCH MAPLE TREE 38.2 FEET SE
 NC1021'
 NC1021'RP-5 NEAR EDGE OF CORNER FENCE POST 5.1 FEET W
 NC1021'
 NC1021'RP-6 SOUTHEAST CORNER OF HOUSE 99.6 FEET N
 NC1021'
 NC1021'RP-7 CENTERLINE OF MILL ROAD 16.4 FEET SE
 NC1021'
 NC1021'RP-8 CENTERLINE JUNCTION OF WHITE STREET 0.8 MILES NE
 NC1021'
 NC1021'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1021'ROUND CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1021'CON-UMI-2 AZ. A 1973.
 NC1021'
 NC1021'TO REACH FROM CON-UMI-2, GO NORTHEAST ON MILL STREET FOR 0.5 MILE
 NC1021'AND THE STATION ON THE LEFT.
 NC1021'
 NC1021'DISTANCE AND DIRECTION FROM STATION
 NC1021'
 NC1021'RP-1 NEAR EDGE OF 8 INCH MAPLE TREE (1ST IN LINE OF 3) 19.0
 NC1021'FEET SW
 NC1021'
 NC1021'RP-2 CENTERLINE OF MILL STREET 14.5 FEET SE
 NC1021'
 NC1021'RP-3 NORTHEAST CORNER OF HOUSE NO. 391 AT FOUNDATION 57.6 FEET W
 NC1021'
 NC1021'RP-4 CENTERLINE DRIVEWAY TO HOUSE NO. 391 83.5 FEET SW
 NC1021'
 NC1021'RP-5 TOP CENTER OF FIRE HYDRANT 105.3 FEET SW
 NC1021'
 NC1021'RP-6 CENTERLINE JUNCTION WHITE STREET 0.3 MILES SW
 NC1021'
 NC1021'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1021'CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 NC1021'CON-UMI-2 AZ. B 1973.
 NC1021'
 NC1021'TO REACH FROM CON-UMI-2, GO NORTHEAST ON MILL ROAD FOR 1.0 MILE
 NC1021'TO THE JUNCTION OF BUFFALO STREET.  TURN LEFT AND GO NORTH ON
 NC1021'BUFFALO STREET FOR 0.25 MILE TO THE JUNCTION OF MAIN STREET (RTE
 NC1021'39) TURN LEFT AND GO WEST ON MAIN STREET (RTE 39) FOR 1.1 MILES
 NC1021'TO THE JUNCTION OF U.S. ROUTE 219.  TURN LEFT AND GO SOUTH ON
 NC1021'U.S. ROUTE 219 FOR 1.2 MILES AND THE STATION ON THE RIGHT.
 NC1021'
 NC1021'DISTANCE AND DIRECTION FROM STATION
 NC1021'
 NC1021'RP-1 SOUTH RANGE LINE OF BARN ON EAST SIDE OF U.S. ROUTE 219 115.0
 NC1021'FEET S
 NC1021'
 NC1021'RP-2 NORTH RANGE LINE OF 1-1/2 STORE MILLER HOUSE ON EAST SIDE OF
 NC1021'U.S. ROUTE 219 189.0 FEET S
 NC1021'
 NC1021'RP-3 CENTERLINE OF U.S. ROUTE 219 20.5 FEET E
 NC1021'
 NC1021'RP-4 WEST EDGE OF PAVEMENT 9.9 FEET E
 NC1021'
 NC1021'RP-5 NEAR EDGE OF POLE NO. 71 NYT 71 57.4 FEET SW
 NC1021'
 NC1021'RP-6 NEAR EDGE OF METAL WITNESS POST 6.6 FEET W
 NC1021'
 NC1021'RP-7 NEAR EDGE OF POLE NO. V OF S 70/312 NYT 70 96.5 FEET N
 NC1021'
 NC1021'RP-8 CENTERLINE JUNCTION ZOAR VALLEY ROAD-WAVERLY STREET 0.5
 NC1021'MILES N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1022 ***********************************************************************
 NC1022  DESIGNATION -  CON UMI 3
 NC1022  PID         -  NC1022
 NC1022  STATE/COUNTY-  NY/ERIE
 NC1022  USGS QUAD   -  ASHFORD HOLLOW (1979)
 NC1022
 NC1022                         *CURRENT SURVEY CONTROL
 NC1022  ___________________________________________________________________
 NC1022* NAD 83(1996)-  42 29 17.75079(N)    078 43 19.31980(W)     ADJUSTED  
 NC1022* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 NC1022  ___________________________________________________________________
 NC1022  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 NC1022  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NC1022
 NC1022  HORZ ORDER  -  SECOND
 NC1022
 NC1022.The horizontal coordinates were established by classical geodetic methods
 NC1022.and adjusted by the National Geodetic Survey in January 1999..
 NC1022
 NC1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1022
 NC1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1022
 NC1022.The geoid height was determined by GEOID03.
 NC1022
 NC1022;                    North         East     Units Scale Factor Converg.
 NC1022;SPC NY W     -   276,335.314   338,597.582   MT  0.99993910   -0 05 37.3
 NC1022;SPC NY W     -   906,610.11  1,110,882.23   sFT  0.99993910   -0 05 37.3
 NC1022;UTM  17      - 4,706,504.336   687,211.119   MT  1.00003123   +1 32 20.7
 NC1022
 NC1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1022!SPC NY W     -   0.99995465  x   0.99993910  =   0.99989375
 NC1022!UTM  17      -   0.99995465  x   1.00003123  =   0.99998588
 NC1022
 NC1022:                Primary Azimuth Mark                     Grid Az
 NC1022:SPC NY W     -  CON UMI 3 AZ MK B                        248 23 17.3
 NC1022:UTM  17      -  CON UMI 3 AZ MK B                        246 45 19.3
 NC1022
 NC1022|---------------------------------------------------------------------|
 NC1022| PID    Reference Object                     Distance      Geod. Az  |
 NC1022|                                                           dddmmss.s |
 NC1022| CZ9290 CON UMI 3 AZ MK B                                  2481740.0 |
 NC1022| CZ9289 CON UMI 3 AZ MK A                                  3575900.1 |
 NC1022|---------------------------------------------------------------------|
 NC1022
 NC1022                          SUPERSEDED SURVEY CONTROL
 NC1022
 NC1022  NAD 83(1986)-  42 29 17.75707(N)    078 43 19.31594(W) AD(       ) 2
 NC1022  NAD 27      -  42 29 17.53411(N)    078 43 20.21684(W) AD(       ) 2
 NC1022  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 NC1022
 NC1022.Superseded values are not recommended for survey control.
 NC1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1022.See file dsdata.txt to determine how the superseded data were derived.
 NC1022
 NC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8721106504(NAD 83)
 NC1022_MARKER: DD = SURVEY DISK
 NC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1022
 NC1022  HISTORY     - Date     Condition        Report By
 NC1022  HISTORY     - 1973     MONUMENTED       NY-029
 NC1022
 NC1022                          STATION DESCRIPTION
 NC1022
 NC1022'DESCRIBED BY ERIE COUNTY NEW YORK 1973 (TA)
 NC1022'STATION IS LOCATED IN THE ZOAR VALLEY SECTION OF THE TOWN OF
 NC1022'CONCORD ABOUT 3.2 MILES SOUTHWEST OF THE CENTER OF THE VILLAGE OF
 NC1022'SPRINGVILLE.  IT IS ALSO 3.3 MILES SOUTH OF THE COMMUNITY OF
 NC1022'CONCORD.  IT IS ALSO 1.7 MILES NORTHWEST OF THE U.S. ROUTE 219
 NC1022'BRIDGE CROSSING OF THE CATTARAUGUS CREEK.
 NC1022'
 NC1022'TO REACH FROM THE INTERSECTION OF MAIN STREET (RTE 39) AND
 NC1022'U.S. ROUTE 219 WHICH IS LOCATED ABOUT 1.25 MILES DUE WEST OF THE
 NC1022'CENTER OF THE VILLAGE OF SPRINGVILLE, GO SOUTH ON U.S. ROUTE 219
 NC1022'FOR 0.65 MILE TO THE JUNCTION OF ZOAR VALLEY ROAD.  TURN RIGHT
 NC1022'AND GO SOUTHWEST ON ZOAR VALLEY ROAD FOR 1.9 MILES AND THE
 NC1022'STATION MARK WHICH IS LOCATED IN THE NORTHWEST ANGLE OF THE
 NC1022'INTERSECTION OF TREVETT ROAD AND ZOAR VALLEY ROAD.
 NC1022'
 NC1022'STATION MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A ROUND
 NC1022'CONCRETE POST 3 INCHES BELOW THE GROUND.  THE DISK IS STAMPED
 NC1022'CON-UMI-3 1973.  AN UNDERGROUND DISK WAS ESTABLISHED AND STAMPED
 NC1022'THE SAME.
 NC1022'
 NC1022'DISTANCE AND DIRECTION FROM STATION
 NC1022'
 NC1022'RP-1 CENTER OF CONCRETE POST 27.3 FEET N
 NC1022'
 NC1022'RP-2 NEAR EDGE OF POLE NO. NYSE AND G/8/511/101 59.9 FEET NE
 NC1022'
 NC1022'RP-3 CENTERLINE OF TREVETT ROAD 18.4 FEET E
 NC1022'
 NC1022'RP-4 CENTER OF LAST WOODEN POST HOLDING GUARD RAIL 47.3 FEET SE
 NC1022'
 NC1022'RP-5 NEAR EDGE OF POLE NO. NYSE AND G/8-1 89.4 FEET SE
 NC1022'
 NC1022'RP-6 CENTERLINE OF ZOAR VALLEY ROAD 67.7 FEET S
 NC1022'
 NC1022'RP-7 CENTER OF CONCRETE POST 35.3 FEET S
 NC1022'
 NC1022'RP-8 NEAR EDGE OF YIELD SIGN 29.9 FEET S
 NC1022'
 NC1022'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1022'ROUND CONCRETE POST 1 INCH BELOW THE GROUND.  THE DISK IS STAMPED
 NC1022'CON-UMI-3 AZ. A 1973.
 NC1022'
 NC1022'TO REACH FROM CON-UMI-3, GO NORTH ON TREVETT ROAD FOR 0.27 MILE
 NC1022'AND THE STATION ON THE RIGHT.
 NC1022'
 NC1022'DISTANCE AND DIRECTION FROM STATION
 NC1022'
 NC1022'RP-1 EDGE OF FENCE LINE 2.5 FEET E
 NC1022'
 NC1022'RP-2 CENTERLINE OF TREVETT ROAD 10.0 FEET W
 NC1022'
 NC1022'RP-3 NEAR EDGE OF 34 INCH WILD CHERRY TREE 27.2 FEET W
 NC1022'
 NC1022'RP-4 NEAR EDGE OF 8 INCH TRIPLE MAPLE 47.5 FEET NW
 NC1022'
 NC1022'RP-5 CENTERLINE OF DIM ROAD 142.2 FEET N
 NC1022'
 NC1022'RP-6 NEAR EDGE OF POLE NO. NYSE AND G 165 174.1 FEET N
 NC1022'
 NC1022'RP-7 NEAR EDGE OF POLE NO. NYSE AND G 166 118.2 FEET S
 NC1022'
 NC1022'AZIMUTH MARK IS A STANDARD ERIE COUNTY SURVEY DISK SET IN A
 NC1022'ROUND CONCRETE POST 5 INCHES BELOW THE GROUND.  THE DISK IS
 NC1022'STAMPED CON-UMI-3 AZ. B 1973.
 NC1022'
 NC1022'TO REACH FROM CON-UMI-3, GO WEST ON ZOAR VALLEY ROAD FOR 0.17
 NC1022'MILE AND THE STATION ON THE LEFT.
 NC1022'
 NC1022'DISTANCE AND DIRECTION FROM STATION
 NC1022'
 NC1022'RP-1 CENTERLINE OF ZOAR VALLEY ROAD 13.0 FEET N
 NC1022'
 NC1022'RP-2 CENTERLINE AT END OF 12 IN METAL PIPE LOCATED ON WEST SIDE OF
 NC1022'DIM FARM ROAD 57.3 FEET NE
 NC1022'
 NC1022'RP-3 SOUTHWEST CORNER OF SQUARE 2-1/2 FT. X 2-1/2 FT. METAL DOOR
 NC1022'ALMOST FLUSH WITH GROUND.  108.8 FEET NE
 NC1022'
 NC1022'RP-4 NEAR EDGE OF 3 FT. HIGH IROQUOIS GAS LINE INDICATOR
 NC1022'PIPE 110.7 FEET NE
 NC1022'
 NC1022'RP-5 EXTENDED NORTH-SOUTH FENCE LINE 65.0 FEET E
 NC1022'
 NC1022'RP-6 NEAR EDGE OF 4 INCH TRIPLE ELM TREE 129.0 FEET NW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1243 ***********************************************************************
 NC1243  DESIGNATION -  CONCORD
 NC1243  PID         -  NC1243
 NC1243  STATE/COUNTY-  NY/ERIE
 NC1243  USGS QUAD   -  SPRINGVILLE (1954)
 NC1243
 NC1243                         *CURRENT SURVEY CONTROL
 NC1243  ___________________________________________________________________
 NC1243* NAD 83(1996)-  42 35 39.95417(N)    078 39 55.38822(W)     ADJUSTED  
 NC1243* NAVD 88     -       538.6    (meters)    1767.     (feet)  VERTCON   
 NC1243  ___________________________________________________________________
 NC1243  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 NC1243  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NC1243
 NC1243  HORZ ORDER  -  FIRST
 NC1243
 NC1243.The horizontal coordinates were established by classical geodetic methods
 NC1243.and adjusted by the National Geodetic Survey in January 1999..
 NC1243
 NC1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1243
 NC1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1243
 NC1243.The geoid height was determined by GEOID03.
 NC1243
 NC1243;                    North         East     Units Scale Factor Converg.
 NC1243;SPC NY W     -   288,122.020   343,265.962   MT  0.99993806   -0 03 19.9
 NC1243;SPC NY W     -   945,280.33  1,126,198.41   sFT  0.99993806   -0 03 19.9
 NC1243;UTM  17      - 4,718,420.623   691,541.863   MT  1.00005140   +1 34 50.0
 NC1243
 NC1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1243!SPC NY W     -   0.99992085  x   0.99993806  =   0.99985891
 NC1243!UTM  17      -   0.99992085  x   1.00005140  =   0.99997224
 NC1243
 NC1243|---------------------------------------------------------------------|
 NC1243| PID    Reference Object                     Distance      Geod. Az  |
 NC1243|                                                           dddmmss.s |
 NC1243| CZ9292 CONCORD RM 2                        206.603 METERS 01018     |
 NC1243| NC1217 COLDEN TV TOWER WKBW                APPROX. 6.1 KM 0380955.8 |
 NC1243| CZ9293 CONCORD RM 3                         28.018 METERS 07350     |
 NC1243| CZ9291 CONCORD RM 1                        165.620 METERS 10541     |
 NC1243| NC1247 SPRINGVILLE ATT MW KEE 81 TR        APPROX. 5.6 KM 2375931.7 |
 NC1243| NC1345 NEW OREGON W U KEL 72 TOWER         APPROX. 7.9 KM 2724827.2 |
 NC1243| NC1289 BOSTON RAD STA WBUF TOWER           APPROX. 6.3 KM 3175335.4 |
 NC1243|---------------------------------------------------------------------|
 NC1243
 NC1243                          SUPERSEDED SURVEY CONTROL
 NC1243
 NC1243  NAD 83(1986)-  42 35 39.96047(N)    078 39 55.38442(W) AD(       ) 1
 NC1243  NAD 27      -  42 35 39.74028(N)    078 39 56.28999(W) AD(       ) 1
 NC1243  NGVD 29 (07/19/86)  538.8    (m)         1768.     (f) VERT ANG       
 NC1243
 NC1243.Superseded values are not recommended for survey control.
 NC1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1243.See file dsdata.txt to determine how the superseded data were derived.
 NC1243
 NC1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9154218421(NAD 83)
 NC1243_MARKER: DS = TRIANGULATION STATION DISK
 NC1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1243
 NC1243  HISTORY     - Date     Condition        Report By
 NC1243  HISTORY     - 1929     MONUMENTED       CGS
 NC1243  HISTORY     - 1973     GOOD             NGS
 NC1243
 NC1243                          STATION DESCRIPTION
 NC1243
 NC1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC1243'THE STATION IS ABOUT 5 MILES AIR LINE S OF COLDEN ON PROPERTY
 NC1243'OWNED BY JOHN JANKOWSKI OF BUFFALO.  STATION WHICH IS 10 INCHES
 NC1243'BELOW THE SURFACE OF THE GROUND, IS ABOUT 30 METERS W OF A N AND S
 NC1243'FENCE.  IT IS ABOUT 225 YARDS N OF A GROVE OF TREES THAT ARE W OF
 NC1243'THE N AND S FENCE.
 NC1243'
 NC1243'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NC1243'DISKS SET IN CONCRETE.
 NC1243'
 NC1243'REFERENCE MARK NO.1 IS ABOUT 2 FEET S OF AN E AND W FENCE NEAR
 NC1243'A LARGE TREE, THAT STANDS ALONE ALONG THE FENCE.
 NC1243'
 NC1243'REFERENCE MARK NO.2 IS N OF A DIM FIELD ROAD IN A SMALL CLUMP
 NC1243'OF TREES.
 NC1243'
 NC1243'TO REACH FROM COLDEN GO SW ACROSS THE RAILROAD ON THE BOSTON ROAD
 NC1243'ABOUT 1/2 MILE TO A POINT WHERE THE ROAD FORKS.  HERE BEAR LEFT
 NC1243'ON A SLAG ROAD IN A SOUTHERLY DIRECTION TO THE FIRST FOUR CORNERS
 NC1243'CROSSROADS, TURN E AND GO ABOUT 3/4 MILE TO A PLACE WHERE A WAGON
 NC1243'ROAD GOES S, GO S HERE ABOUT 1/2 MILE THEN E ABOUT 300 YARDS TO
 NC1243'TOP OF THE HILL.
 NC1243'
 NC1243'HEIGHT OF SIGNAL ABOVE STATION MARK - 26.8 METERS.
 NC1243
 NC1243                          STATION RECOVERY (1973)
 NC1243
 NC1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1243'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 NC1243'FOUND IN GOOD CONDITION.  THE DIRECTION CHECKED WITH PREVIOUS
 NC1243'OBSERVATIONS TO BOTH REFERENCE MARKS.  THE DISTANCE TO REFERENCE
 NC1243'MARK 2 CHECKED WITH THE PREVIOUS MEASUREMENT BUT THE DISTANCE TO
 NC1243'REFERENCE MARK 1 COULD NOT BE MEASURED DUE TO TREES AND
 NC1243'UNDERBRUSH ON LINE.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 NC1243'TIME.
 NC1243'
 NC1243'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NC1243'
 NC1243'THE STATION IS LOCATED 4-3/4 MILES SOUTHEAST OF BOSTON, 3 MILES
 NC1243'EAST OF FOWLERVILLE, 2 MILES SOUTH OF GLENWOOD AND ON PROPERTY
 NC1243'OWNED BY MRS. PHYLIS STEIN.
 NC1243'
 NC1243'TO REACH THE STATION FROM THE POST OFFICE IN BOSTON, GO SOUTH ON
 NC1243'U.S. HIGHWAY 219 FOR 2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 NC1243'GO EASTERLY ON ABBOTT HILL ROAD FOR 1.6 MILES TO A
 NC1243'CROSSROAD.  (SOUTH HILL ROAD) CONTINUE EASTERLY ON ABBOTT HILL
 NC1243'ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT.  FOR 0.3 MILE TO A
 NC1243'DRIVEWAY RIGHT AT THE HOME OF MRS. STEIN.  TURN RIGHT AND GO
 NC1243'SOUTHERLY ON THE DRIVEWAY AND A DIM FIELD ROAD ON THE WEST
 NC1243'SIDE OF THE HOUSE, PASSING TO THE LEFT OF A SMALL POND FOR
 NC1243'0.3 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE HIGHEST
 NC1243'POINT.
 NC1243'
 NC1243'STATION MARK, STAMPED CONCORD 1929 IS A STANDARD DISK SET IN A
 NC1243'SQUARE CONCRETE MONUMENT THAT IS SET 18 INCHES BELOW THE GROUND
 NC1243'SURFACE.  IT IS 90.5 FEET WEST OF THE METAL WITNESS POST SET AT
 NC1243'REFERENCE MARK 3, 90 FEET WEST OF THE WEST EDGE OF A HEAVILY
 NC1243'WOODED AREA, 13 FEET EAST OF THE CENTER OF THE DIM FIELD ROAD AND
 NC1243'5.8 FEET SOUTH OF A METAL WITNESS POST.
 NC1243'
 NC1243'REFERENCE MARK 1, STAMPED CONCORD NO 1 1929 IS A STANDARD DISK SET
 NC1243'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 6 FEET
 NC1243'NORTH OF A 4 TRUNKED TREE WITH A TRIANGLE BLAZED ON THE WEST SIDE
 NC1243'AND 3 FEET EAST OF A METAL WITNESS POST.
 NC1243'
 NC1243'REFERENCE MARK 2, STAMPED CONCORD NO 2 1929 IS A STANDARD DISK
 NC1243'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 97
 NC1243'FEET EAST OF THE CENTER OF THE DIM FIELD ROAD, 4 FEET NORTH OF A
 NC1243'TWIN TRUNKED APPLE TREE AND 1.5 FEET SOUTH OF A METAL WITNESS
 NC1243'POST.
 NC1243'
 NC1243'REFERENCE MARK 3, STAMPED CONCORD NO 3 1929 1973 IS A STANDARD
 NC1243'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NC1243'GROUND.  IT IS 100 FEET EAST OF THE CENTER OF THE DIM FIELD ROAD,
 NC1243'91 FEET EAST OF THE WITNESS POST SET AT THE STATION AND 1.3 FEET
 NC1243'WEST OF A METAL WITNESS POST.
 NC1243'
 NC1243'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 NC1243'
 NC1243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1243'2 MILES SOUTH OF GLENWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3705 ***********************************************************************
 KU3705  DESIGNATION -  CONCORDIA 1920
 KU3705  PID         -  KU3705
 KU3705  STATE/COUNTY-  NY/WESTCHESTER
 KU3705  USGS QUAD   -  MOUNT VERNON (1979)
 KU3705
 KU3705                         *CURRENT SURVEY CONTROL
 KU3705  ___________________________________________________________________
 KU3705* NAD 83(1996)-  40 56 34.52090(N)    073 49 16.81808(W)     ADJUSTED  
 KU3705* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 KU3705  ___________________________________________________________________
 KU3705  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 KU3705  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 KU3705
 KU3705  HORZ ORDER  -  SECOND
 KU3705
 KU3705.The horizontal coordinates were established by classical geodetic methods
 KU3705.and adjusted by the National Geodetic Survey in January 1999..
 KU3705
 KU3705.The orthometric height was scaled from a topographic map.
 KU3705
 KU3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3705
 KU3705.The geoid height was determined by GEOID03.
 KU3705
 KU3705;                    North         East     Units Scale Factor Converg.
 KU3705;SPC NY E     -   234,431.326   207,143.029   MT  0.99994018   +0 26 41.1
 KU3705;SPC NY E     -   769,130.11    679,601.75   sFT  0.99994018   +0 26 41.1
 KU3705;SPC NY L     -    86,216.266   315,044.623   MT  0.99999621   +0 07 00.7
 KU3705;SPC NY L     -   282,861.20  1,033,608.90   sFT  0.99999621   +0 07 00.7
 KU3705;SPC NJ       -   234,431.326   207,143.029   MT  0.99994018   +0 26 41.1
 KU3705;SPC NJ       -   769,130.11    679,601.75   sFT  0.99994018   +0 26 41.1
 KU3705;UTM  18      - 4,533,089.730   599,213.716   MT  0.99972115   +0 46 20.8
 KU3705
 KU3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3705!SPC NY E     -   0.99999457  x   0.99994018  =   0.99993475
 KU3705!SPC NY L     -   0.99999457  x   0.99999621  =   0.99999078
 KU3705!SPC NJ       -   0.99999457  x   0.99994018  =   0.99993475
 KU3705!UTM  18      -   0.99999457  x   0.99972115  =   0.99971572
 KU3705
 KU3705:                Primary Azimuth Mark                     Grid Az
 KU3705:SPC NY E     -  MT VERNON HIGH SCHOOL 1921               207 57 07.2
 KU3705:SPC NY L     -  MT VERNON HIGH SCHOOL 1921               208 16 47.6
 KU3705:SPC NJ       -  MT VERNON HIGH SCHOOL 1921               207 57 07.2
 KU3705:UTM  18      -  MT VERNON HIGH SCHOOL 1921               207 37 27.5
 KU3705
 KU3705|---------------------------------------------------------------------|
 KU3705| PID    Reference Object                     Distance      Geod. Az  |
 KU3705|                                                           dddmmss.s |
 KU3705| KU3688 MT VERNON HIGH SCHOOL 1921          APPROX. 3.0 KM 2082348.3 |
 KU3705| KU3706 TUCKAHOE CHURCH SPIRE               490.437 METERS 3585828.2 |
 KU3705|---------------------------------------------------------------------|
 KU3705
 KU3705                          SUPERSEDED SURVEY CONTROL
 KU3705
 KU3705  NAD 83(1996)-  40 56 34.52160(N)    073 49 16.81877(W) AD(       ) 2
 KU3705  NAD 83(1992)-  40 56 34.52007(N)    073 49 16.81960(W) AD(       ) 2
 KU3705  NAD 83(1986)-  40 56 34.52297(N)    073 49 16.81801(W) AD(       ) 2
 KU3705  NAD 27      -  40 56 34.16600(N)    073 49 18.33800(W) AD(       ) 2
 KU3705
 KU3705.Superseded values are not recommended for survey control.
 KU3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3705.See file dsdata.txt to determine how the superseded data were derived.
 KU3705
 KU3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9921433090(NAD 83)
 KU3705_MARKER: Z = SEE DESCRIPTION
 KU3705_SETTING: 0 = UNSPECIFIED SETTING
 KU3705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3705
 KU3705  HISTORY     - Date     Condition        Report By
 KU3705  HISTORY     - 1920     MONUMENTED       NY6820
 KU3705
 KU3705                          STATION DESCRIPTION
 KU3705
 KU3705'DESCRIBED BY CITY OF YONKERS NEW YORK 1920
 KU3705'THE DISTANCE TO HOLE 1 IS SSW 5.06 FEET, AND THE DISTANCE TO HOLE
 KU3705'2 IS W BY N 5.56 FEET, AND THE DISTANCE TO HOLE 3 IS NNE 23.37
 KU3705'FEET, AND THE DISTANCE TO HOLE 4 IS E BY S 17.47 FEET.
 KU3705'
 KU3705'SE OF TUCKAHOE, ON THE NEW WHITE PLAINS ROAD, ON THE ROOF OF THE
 KU3705'TOWER OF THE MAIN BUILDING OF CONCORDIA COLLEGE.  TOWER IS
 KU3705'REACHED BY LADDER FROM MAIN ROOF.  A 15-FOOT TRIPOD IS NEEDED TO
 KU3705'CLEAR PARAPET WALLS AND CORNER TURRETS.  FOUR DRILL HOLES WERE
 KU3705'PLACED ON THE SIDES OF THE TOWER SO THAT LINES THRU OPPOSITE HOLES
 KU3705'PASS THRU STATION.
 KU3705'
 KU3705'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3194 ***********************************************************************
 LW3194  DESIGNATION -  CONCRETE CHIMNEY
 LW3194  PID         -  LW3194
 LW3194  STATE/COUNTY-  NY/SUFFOLK
 LW3194  USGS QUAD   -  MONTAUK POINT (1956)
 LW3194
 LW3194                         *CURRENT SURVEY CONTROL
 LW3194  ___________________________________________________________________
 LW3194* NAD 83(1996)-  41 03 19.24459(N)    071 54 00.09255(W)     ADJUSTED  
 LW3194* NAVD 88     -                                                        
 LW3194  ___________________________________________________________________
 LW3194  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LW3194  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LW3194
 LW3194  HORZ ORDER  -  THIRD
 LW3194
 LW3194.The horizontal coordinates were established by classical geodetic methods
 LW3194.and adjusted by the National Geodetic Survey in January 1999..
 LW3194
 LW3194
 LW3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3194
 LW3194.The geoid height was determined by GEOID03.
 LW3194
 LW3194;                    North         East     Units Scale Factor Converg.
 LW3194;SPC NY L     -   100,801.873   476,517.171   MT  1.00000130   +1 22 24.8
 LW3194;SPC NY L     -   330,714.15  1,563,373.42   sFT  1.00000130   +1 22 24.8
 LW3194;UTM  19      - 4,548,953.666   256,293.056   MT  1.00033105   -1 54 20.3
 LW3194
 LW3194                          SUPERSEDED SURVEY CONTROL
 LW3194
 LW3194  NAD 83(1996)-  41 03 19.24495(N)    071 54 00.09295(W) AD(       ) 4
 LW3194  NAD 83(1992)-  41 03 19.24125(N)    071 54 00.09445(W) AD(       ) 4
 LW3194  NAD 83(1986)-  41 03 19.24168(N)    071 54 00.10004(W) AD(       ) 4
 LW3194  NAD 27      -  41 03 18.88000(N)    071 54 01.85600(W) AD(       ) 3
 LW3194
 LW3194.Superseded values are not recommended for survey control.
 LW3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3194.See file dsdata.txt to determine how the superseded data were derived.
 LW3194
 LW3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5629348954(NAD 83)
 LW3194_MARKER: 85 = CHIMNEY
 LW3194
 LW3194  HISTORY     - Date     Condition        Report By
 LW3194  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3194  HISTORY     - 1933     GOOD             CGS
 LW3194
 LW3194                          STATION DESCRIPTION
 LW3194
 LW3194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3194'A CHIMNEY WAS RECOVERED ON AN ABANDONED HOUSE IN THIS VICINITY
 LW3194'AND SHOULD BE THE STATION AS THIS WAS THE ONLY HOUSE IN THE
 LW3194'IMMEDIATE LOCALITY AND THE DISTANCES AS SCALED ON THE
 LW3194'AIR-PHOTOS AGREED.
 LW3194'
 LW3194'THE CHIMNEY IS IN THE CENTER OF THE GABLE MIDWAY BETWEEN THE
 LW3194'ENDS OF THE EASTERLY OF 2 HOUSES JOINED TOGETHER.  BOTH HOUSES
 LW3194'ARE UNPAINTED AND SHINGLED ON THE SIDES.  THERE IS NO CHIMNEY ON
 LW3194'THE W PARTITION.  THE CHIMNEY IS REALLY NOT A CONCRETE CHIMNEY BUT
 LW3194'OLD RED BRICK COVERED WITH A THIN LAYER OF CEMENT.  THE CHIMNEY
 LW3194'SHOWS SIGNS OF ERODING AND THERE ARE SEVERAL HOLES THROUGH
 LW3194'THE E AND W SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3238 ***********************************************************************
 LW3238  DESIGNATION -  CONCRETE W TANK 2
 LW3238  PID         -  LW3238
 LW3238  STATE/COUNTY-  NY/SUFFOLK
 LW3238  USGS QUAD   -  MONTAUK POINT (1956)
 LW3238
 LW3238                         *CURRENT SURVEY CONTROL
 LW3238  ___________________________________________________________________
 LW3238* NAD 83(1996)-  41 03 13.03346(N)    071 56 59.76026(W)     ADJUSTED  
 LW3238* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LW3238  ___________________________________________________________________
 LW3238  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW3238  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LW3238
 LW3238  HORZ ORDER  -  SECOND
 LW3238
 LW3238.The horizontal coordinates were established by classical geodetic methods
 LW3238.and adjusted by the National Geodetic Survey in January 1999..
 LW3238.No horizontal observational check was made to the station.
 LW3238
 LW3238.The orthometric height was scaled from a topographic map.
 LW3238
 LW3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3238
 LW3238.The geoid height was determined by GEOID03.
 LW3238
 LW3238;                    North         East     Units Scale Factor Converg.
 LW3238;SPC NY L     -   100,510.947   472,327.348   MT  1.00000119   +1 20 27.3
 LW3238;SPC NY L     -   329,759.67  1,549,627.31   sFT  1.00000119   +1 20 27.3
 LW3238;UTM  19      - 4,548,902.867   252,092.013   MT  1.00035647   -1 56 18.2
 LW3238;UTM  18      - 4,549,192.549   756,324.116   MT  1.00040872   +2 00 15.4
 LW3238
 LW3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3238!SPC NY L     -   0.99999990  x   1.00000119  =   1.00000109
 LW3238!UTM  19      -   0.99999990  x   1.00035647  =   1.00035637
 LW3238!UTM  18      -   0.99999990  x   1.00040872  =   1.00040862
 LW3238
 LW3238:                Primary Azimuth Mark                     Grid Az
 LW3238:SPC NY L     -  MONTAUK POINT LIGHTHOUSE                 074 45 45.1
 LW3238:UTM  19      -  MONTAUK POINT LIGHTHOUSE                 078 02 30.6
 LW3238:UTM  18      -  MONTAUK POINT LIGHTHOUSE                 074 05 57.0
 LW3238
 LW3238|---------------------------------------------------------------------|
 LW3238| PID    Reference Object                     Distance      Geod. Az  |
 LW3238|                                                           dddmmss.s |
 LW3238| LW3167 MONTAUK POINT LIGHTHOUSE            APPROX. 8.0 KM 0760612.4 |
 LW3238| LW3215 CONCRETE WATER TANK                  92.895 METERS 18041     |
 LW3238| CB7615 CONCRETE W TANK 2 RM 4               14.771 METERS 18110     |
 LW3238| LW3239 CONCRETE W TANK 2 RM 5                8.081 METERS 28304     |
 LW3238|---------------------------------------------------------------------|
 LW3238
 LW3238                          SUPERSEDED SURVEY CONTROL
 LW3238
 LW3238  NAD 83(1996)-  41 03 13.03345(N)    071 56 59.76011(W) AD(       ) 2
 LW3238  NAD 83(1992)-  41 03 13.03075(N)    071 56 59.75913(W) AD(       ) 2
 LW3238  NAD 83(1986)-  41 03 13.03180(N)    071 56 59.76617(W) AD(       ) 2
 LW3238  NAD 27      -  41 03 12.66621(N)    071 57 01.51166(W) AD(       ) 2
 LW3238
 LW3238.Superseded values are not recommended for survey control.
 LW3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3238.See file dsdata.txt to determine how the superseded data were derived.
 LW3238
 LW3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5209248903(NAD 83)
 LW3238_MARKER: DS = TRIANGULATION STATION DISK
 LW3238_SETTING: 80 = SET IN A BOULDER
 LW3238_SP_SET: PARTIALLY EXPOSED BOULDER
 LW3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3238+STABILITY: SURFACE MOTION
 LW3238
 LW3238  HISTORY     - Date     Condition        Report By
 LW3238  HISTORY     - 1976     MONUMENTED       NGS
 LW3238
 LW3238                          STATION DESCRIPTION
 LW3238
 LW3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LW3238'THE STATION IS LOCATED ON THE EASTERN END OF LONG ISLAND, ABOUT 5
 LW3238'MILES WEST OF MONTAUK POINT, ABOUT 1-1/4 MILES NORTH OF THE VILLAGE
 LW3238'OF MONTAUK, ON A SMALL GRASS AND BRUSHY HILL AND ABOUT 200 FEET
 LW3238'NORTH OF THE PROPOSED WATER TANK.  THE ORIGINAL STATION WAS ON
 LW3238'TOP OF AN OLD CONCRETE WATER TANK WHICH IS GOING TO BE TORN DOWN
 LW3238'AND A NEW TANK WILL BE BUILT JUST NORTH OF THE OLD ONE.  THE
 LW3238'DISK FOR STATION CONCRETE W TANK 1932 AND REFERENCE MARK WERE
 LW3238'DESTROYED AFTER THESE OBSERVATION, THE CONTRACTOR WILL REMOVE
 LW3238'THE DISK FROM REFERENCE MARK 2.
 LW3238'
 LW3238'TO REACH THE STATION FROM THE POST OFFICE IN MONTAUK, GO EAST FOR
 LW3238'0.05 MILE TO A T ROAD, TURN LEFT, GO NORTHERLY ON ESSEX STREET
 LW3238'FOR 0.7 MILE TO Y INTERSECTION, KEEP RIGHT, CONTINUE NORTHERLY ON
 LW3238'FAIRVIEW AVENUE FOR 0.5 MILE TO A GRAVEL SIDE ROAD LEFT, TURN
 LW3238'LEFT, GO 0.05 MILE TO FORKS, KEEP RIGHT, FOLLOW TRACK ROAD
 LW3238'SOUTHWESTERLY FOR 0.2 MILE TO WATER TANK AND THE STATION ABOUT
 LW3238'200 FEET NORTH OF THE PROPOSED TANK.
 LW3238'
 LW3238'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 5 X 6
 LW3238'FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND IS
 LW3238'STAMPED CONCRETE W TANK 2 1976.  IT IS ABOUT 200 FEET NORTH OF
 LW3238'THE PROPOSED WATER TANK AND IS IN A GRASSY AREA SURROUNDED BY
 LW3238'SMALL BRUSH.
 LW3238'
 LW3238'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LW3238'3 X 6 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND
 LW3238'IS STAMPED CONCRETE W TANK 2 NO 4 1976.  IT IS ABOUT 150 FEET
 LW3238'NORTH OF THE PROPOSED WATER TANK AND IS IN A GRASS AREA SURROUNDED
 LW3238'BY SMALL BRUSH.
 LW3238'
 LW3238'REFERENCE MARK 5 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LW3238'2 X 3 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND
 LW3238'AND IS STAMPED CONCRETE W TANK 2 NO 5 1976.  IT IS ABOUT 210 FEET
 LW3238'NORTH OF THE PROPOSED WATER TANK AND IS IN A GRASSY AREA
 LW3238'SURROUNDED BY SMALL BRUSH.
 LW3238'
 LW3238'NO AZIMUTH MARK AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3239 ***********************************************************************
 LW3239  DESIGNATION -  CONCRETE W TANK 2 RM 5
 LW3239  PID         -  LW3239
 LW3239  STATE/COUNTY-  NY/SUFFOLK
 LW3239  USGS QUAD   -  MONTAUK POINT (1956)
 LW3239
 LW3239                         *CURRENT SURVEY CONTROL
 LW3239  ___________________________________________________________________
 LW3239* NAD 83(1996)-  41 03 13.09267(N)    071 57 00.09736(W)     ADJUSTED  
 LW3239* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 LW3239  ___________________________________________________________________
 LW3239  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 LW3239  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LW3239
 LW3239  HORZ ORDER  -  THIRD
 LW3239
 LW3239.The horizontal coordinates were established by classical geodetic methods
 LW3239.and adjusted by the National Geodetic Survey in January 1999..
 LW3239.No horizontal observational check was made to the station.
 LW3239
 LW3239.The orthometric height was scaled from a topographic map.
 LW3239
 LW3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3239
 LW3239.The geoid height was determined by GEOID03.
 LW3239
 LW3239;                    North         East     Units Scale Factor Converg.
 LW3239;SPC NY L     -   100,512.589   472,319.435   MT  1.00000119   +1 20 27.1
 LW3239;SPC NY L     -   329,765.05  1,549,601.35   sFT  1.00000119   +1 20 27.1
 LW3239;UTM  19      - 4,548,904.960   252,084.204   MT  1.00035652   -1 56 18.5
 LW3239;UTM  18      - 4,549,194.100   756,316.181   MT  1.00040867   +2 00 15.1
 LW3239
 LW3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3239!SPC NY L     -   1.00000006  x   1.00000119  =   1.00000125
 LW3239!UTM  19      -   1.00000006  x   1.00035652  =   1.00035658
 LW3239!UTM  18      -   1.00000006  x   1.00040867  =   1.00040873
 LW3239
 LW3239|---------------------------------------------------------------------|
 LW3239| PID    Reference Object                     Distance      Geod. Az  |
 LW3239|                                                           dddmmss.s |
 LW3239| LW3238 CONCRETE W TANK 2                     8.081 METERS 10304     |
 LW3239| LW3215 CONCRETE WATER TANK                  94.956 METERS 17555     |
 LW3239|---------------------------------------------------------------------|
 LW3239
 LW3239                          SUPERSEDED SURVEY CONTROL
 LW3239
 LW3239  NAD 83(1996)-  41 03 13.09266(N)    071 57 00.09720(W) AD(       ) 3
 LW3239  NAD 83(1992)-  41 03 13.08996(N)    071 57 00.09622(W) AD(       ) 3
 LW3239  NAD 83(1986)-  41 03 13.09101(N)    071 57 00.10326(W) AD(       ) 3
 LW3239  NAD 27      -  41 03 12.72542(N)    071 57 01.84875(W) AD(       ) 3
 LW3239
 LW3239.Superseded values are not recommended for survey control.
 LW3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3239.See file dsdata.txt to determine how the superseded data were derived.
 LW3239
 LW3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5208448905(NAD 83)
 LW3239_MARKER: DR = REFERENCE MARK DISK
 LW3239_SETTING: 80 = SET IN A BOULDER
 LW3239_SP_SET: PARTIALLY EXPOSED BOULDER
 LW3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3239+STABILITY: SURFACE MOTION
 LW3239
 LW3239  HISTORY     - Date     Condition        Report By
 LW3239  HISTORY     - 1976     MONUMENTED       NGS
 LW3239
 LW3239                          STATION DESCRIPTION
 LW3239
 LW3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LW3239'TO REACH THE STATION FROM THE POST OFFICE IN MONTAUK, GO EAST FOR
 LW3239'0.05 MILE TO A T ROAD, TURN LEFT, GO NORTHERLY ON ESSEX STREET
 LW3239'FOR 0.7 MILE TO Y INTERSECTION, KEEP RIGHT, CONTINUE NORTHERLY ON
 LW3239'FAIRVIEW AVENUE FOR 0.5 MILE TO A GRAVEL SIDE ROAD LEFT, TURN
 LW3239'LEFT, GO 0.05 MILE TO FORKS, KEEP RIGHT, FOLLOW TRACK ROAD
 LW3239'SOUTHWESTERLY FOR 0.2 MILE TO WATER TANK AND THE STATION ABOUT
 LW3239'200 FEET NORTH OF THE PROPOSED TANK.
 LW3239'
 LW3239'REFERENCE MARK 5 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LW3239'2 X 3 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND
 LW3239'AND IS STAMPED CONCRETE W TANK 2 NO 5 1976.  IT IS ABOUT 210 FEET
 LW3239'NORTH OF THE PROPOSED WATER TANK AND IS IN A GRASSY AREA
 LW3239'SURROUNDED BY SMALL BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3215 ***********************************************************************
 LW3215  DESIGNATION -  CONCRETE WATER TANK
 LW3215  PID         -  LW3215
 LW3215  STATE/COUNTY-  NY/SUFFOLK
 LW3215  USGS QUAD   -  MONTAUK POINT (1956)
 LW3215
 LW3215                         *CURRENT SURVEY CONTROL
 LW3215  ___________________________________________________________________
 LW3215* NAD 83(1996)-  41 03 10.02236(N)    071 56 59.80761(W)     ADJUSTED  
 LW3215* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 LW3215  ___________________________________________________________________
 LW3215  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LW3215  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LW3215
 LW3215  HORZ ORDER  -  SECOND
 LW3215
 LW3215.The horizontal coordinates were established by classical geodetic methods
 LW3215.and adjusted by the National Geodetic Survey in January 1999..
 LW3215
 LW3215.The orthometric height was scaled from a topographic map.
 LW3215
 LW3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3215
 LW3215.The geoid height was determined by GEOID03.
 LW3215
 LW3215;                    North         East     Units Scale Factor Converg.
 LW3215;SPC NY L     -   100,418.058   472,328.416   MT  1.00000114   +1 20 27.3
 LW3215;SPC NY L     -   329,454.91  1,549,630.81   sFT  1.00000114   +1 20 27.3
 LW3215;UTM  19      - 4,548,810.036   252,087.764   MT  1.00035650   -1 56 18.1
 LW3215;UTM  18      - 4,549,099.641   756,326.260   MT  1.00040873   +2 00 15.2
 LW3215
 LW3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3215!SPC NY L     -   0.99999943  x   1.00000114  =   1.00000057
 LW3215!UTM  19      -   0.99999943  x   1.00035650  =   1.00035593
 LW3215!UTM  18      -   0.99999943  x   1.00040873  =   1.00040816
 LW3215
 LW3215|---------------------------------------------------------------------|
 LW3215| PID    Reference Object                     Distance      Geod. Az  |
 LW3215|                                                           dddmmss.s |
 LW3215| LW3238 CONCRETE W TANK 2                    92.895 METERS 00041     |
 LW3215| CB7617 CONCRETE WATER TANK RM 2             17.527 METERS 00403     |
 LW3215| LW3167 MONTAUK POINT LIGHTHOUSE            APPROX. 8.1 KM 0752752.3 |
 LW3215| CB7618 CONCRETE WATER TANK RM 3             57.733 METERS 07935     |
 LW3215| LW3230 MONTAUK BEACH GOLF CLUB FLAG        APPROX. 1.4 KM 1071450.5 |
 LW3215| LW3218 MONTAUK MANOR FINIAL HIGH TWR       491.107 METERS 1733843.5 |
 LW3215| CB7616 CONCRETE WATER TANK RM 1             30.227 METERS 21140     |
 LW3215| LW3239 CONCRETE W TANK 2 RM 5               94.956 METERS 35555     |
 LW3215|---------------------------------------------------------------------|
 LW3215
 LW3215                          SUPERSEDED SURVEY CONTROL
 LW3215
 LW3215  NAD 83(1996)-  41 03 10.02234(N)    071 56 59.80745(W) AD(       ) 2
 LW3215  NAD 83(1992)-  41 03 10.01965(N)    071 56 59.80651(W) AD(       ) 2
 LW3215  NAD 83(1986)-  41 03 10.02070(N)    071 56 59.81357(W) AD(       ) 2
 LW3215  NAD 27      -  41 03 09.65500(N)    071 57 01.55900(W) AD(       ) 2
 LW3215
 LW3215.Superseded values are not recommended for survey control.
 LW3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3215.See file dsdata.txt to determine how the superseded data were derived.
 LW3215
 LW3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5208848810(NAD 83)
 LW3215_MARKER: X = CHISELED CROSS
 LW3215_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LW3215_SP_SET: OBJECT IMBEDDED IN GROUND
 LW3215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3215
 LW3215  HISTORY     - Date     Condition        Report By
 LW3215  HISTORY     - 1932     MONUMENTED       CGS
 LW3215  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LW3215  HISTORY     - 1933     GOOD             CGS
 LW3215  HISTORY     - 1933     GOOD             CGS
 LW3215  HISTORY     - 1943     GOOD             CGS
 LW3215  HISTORY     - 1951     GOOD             CGS
 LW3215  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LW3215
 LW3215                          STATION DESCRIPTION
 LW3215
 LW3215'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3215'THE STATION IS A CHISELED CROSS IN A 7-INCH CHISELED TRIANGLE
 LW3215'IN THE TOP OF A SQUARE WATER TANK IN MONTAUK BEACH, LONG ISLAND,
 LW3215'N.Y.  THE MARK IS 2.177 METERS FROM THE S SIDE OF THE TANK, 8.76
 LW3215'METERS FROM THE W SIDE OF THE TANK, AND 7.10 METERS FROM THE E
 LW3215'SIDE OF THE TANK.  THE CONCRETE WATER TANK IS LOCATED ABOUT
 LW3215'FIVE MILES W OF MONTAUK POINT.
 LW3215'
 LW3215'THE INSTRUCTION FOR THIS WORK REQUIRE THAT THE STATION BE
 LW3215'SELECTED MARKED, AND LIGHTED BY MR. T.E. RINGWOOD.  (SEE LETTER
 LW3215'DATED MAY 23, 1932 REFERENCED 60/AE) TRIANGULATION AND REFERENCE
 LW3215'MARKS WERE FURNISHED TO MR. RINGWOOD AND HE WAS REQUESTED TO
 LW3215'FORWARD A DESCRIPTION OF THE STATION AS MARKED BY HIM TO THE
 LW3215'WASHINGTON OFFICE.
 LW3215
 LW3215                          STATION RECOVERY (1933)
 LW3215
 LW3215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (APR)
 LW3215'STATION FOUND AS DESCRIBED AND MARKED.  CENTER MARK WAS REPLACED
 LW3215'BY STANDARD BRONZE DISK SET IN CONCRETE TOP OF TANK.  THREE
 LW3215'REFERENCE MARKS WERE ESTABLISHED.
 LW3215'
 LW3215'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK WEDGED IN DRILL
 LW3215'HOLE OF BOULDER (NOTE 12C).  DISTANCE TO CENTER IS 58.425
 LW3215'METERS.  ANGLE AT CENTER FROM MONTAUK 2 TO REFERENCE MARK NO.1
 LW3215'IS 9 DEG 18 MIN 20.0 SEC.  REFERENCE MARK NO.2 IS A STANDARD
 LW3215'BRONZE DISK WEDGED IN DRILL HOLE OF BOULDER (NOTE 12C).  DISTANCE
 LW3215'TO CENTER IS 30.227 METERS.  ANGLE AT CENTER FROM MONTAUK 2
 LW3215'TO REFERENCE MARK NO.2 IS 141 DEG 21 MIN 30.0 SEC.  REFERENCE
 LW3215'MARK NO.3 IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE OF
 LW3215'BOULDER (NOTE 12C).  DISTANCE TO CENTER IS 17.390 METERS.
 LW3215'ANGLE AT CENTER FROM MONTAUK 2 TO REFERENCE MARK NO.2 IS 293
 LW3215'DEG 45 MIN 20.0 SEC.
 LW3215
 LW3215                          STATION RECOVERY (1933)
 LW3215
 LW3215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3215'THIS STATION WAS RECOVERED (IN GOOD CONDITION) FROM THE ORIGINAL
 LW3215'DESCRIPTION.  THE INTERSECTION OF THE CROSSCUT WHICH MARKED THE
 LW3215'CENTER OF THE STATION WAS DRILLED, A STANDARD C. AND G.S. BRONZE
 LW3215'TRIANGULATION DISK WAS COUNTERSUNK IN THE CONCRETE ROOF.  A
 LW3215'COMPLETE DESCRIPTION FOLLOWS--
 LW3215'
 LW3215'THIS STATION IS LOCATED ATOP A SQUARE 16- BY 16-METER FLAT TOP
 LW3215'CONCRETE WATER STORAGE TANK ATOP A KNOLL APPROXIMATELY 500 METERS
 LW3215'NORTHWARD OF MONTAUK MANOR ON THE PROPERTY OF THE MONTAUK BEACH
 LW3215'DEVELOPMENT COMPANY.
 LW3215'
 LW3215'NO REFERENCE MARKS WERE PLACED NOW OR ORIGINALLY.  REFERENCE
 LW3215'MEASUREMENTS TO THE E AND W EDGES OF THE ROOF WERE
 LW3215'VERIFIED.  ADDITIONAL REFERENCE MEASUREMENTS ARE HERE LISTED.
 LW3215'
 LW3215'NORMAL TO THE S EDGE OF THE TANKS ROOF 2.154 METERS.
 LW3215'
 LW3215'NORMAL TO THE E EDGE OF THE TANKS ROOF 7.10 METERS.
 LW3215'
 LW3215'NORMAL TO THE N EDGE OF THE TANKS ROOF 13.716 METERS.
 LW3215'
 LW3215'NORMAL TO THE W EDGE OF THE TANKS ROOF 8.754 METERS.
 LW3215
 LW3215                          STATION RECOVERY (1933)
 LW3215
 LW3215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3215'THE STATION WAS RECOVERED AS DESCRIBED.  THE CONCRETE WATER TANK
 LW3215'IS LOCATED ON THE HILL ABOUT 420 METERS N OF THE MONTAUK MANOR
 LW3215'HOTEL AND IS ABOUT 100 METERS ESE OF AN ASPHALT ROAD RUNNING UP
 LW3215'TOWARD CULLODEN POINT.  THE TANK A RECTANGULAR FLAT TOPPED
 LW3215'CONCRETE TANK (16- BY 16-METER) COMPLETELY COVERED OVER AT THE TOP
 LW3215'WITH SUITABLE MANHOLES FOR ENTRY.
 LW3215'
 LW3215'MEASUREMENTS TO THE E AND W EDGES CHECKED THE OLD
 LW3215'MEASUREMENTS.  THAT TO THE S EDGE DID NOT AND WAS CHECKED SEVERAL
 LW3215'TIMES.  AN ADDITIONAL MEASUREMENT TO THE N EDGE WAS SECURED.
 LW3215
 LW3215                          STATION RECOVERY (1943)
 LW3215
 LW3215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3215'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LW3215'IN GOOD CONDITION EXCEPT THAT THE DIRECTIONS AND DISTANCE TO
 LW3215'THE REFERENCE MARKS DID NOT CONFORM WITH THE NUMBERS AS IS NOTED
 LW3215'BELOW.  NEW DESCRIPTION FOLLOWS--
 LW3215'
 LW3215'THE CONCRETE WATER TANK IS LOCATED ON TOP OF A HILL ABOUT 420
 LW3215'METERS NORTH OF THE MONTAUK MANOR AND ABOUT 100 METERS EAST
 LW3215'SOUTHEAST OF AN ASPHALT ROAD RUNNING UP TOWARD CULLODEN POINT.  THE
 LW3215'TANK IS A RECTANGULAR FLAT TOPPED CONCRETE TANK (16 BY 16 METERS)
 LW3215'ABOUT 14.5 FEET HIGH.  THE STATION IS MARKED BY A STANDARD DISK
 LW3215'SET IN DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE TOP OF
 LW3215'TANK AND IS STAMPED CONCRETE W TANK 1932.  IT IS 6.8 FEET NORTH
 LW3215'OF THE SOUTH EDGE OF TANK AND 23.3 FEET WEST OF THE EAST EDGE
 LW3215'OF TANK.
 LW3215'
 LW3215'REFERENCE MARK NO. 1, NOTE 12C, IS SOUTHWEST OF THE STATION.  IT
 LW3215'IS STAMPED CONC W TANK NO 1 1932 AND PROJECTS ABOUT 24 INCHES.
 LW3215'
 LW3215'REFERENCE MARK NO. 2, NOTE 12C, IS NORTH OF THE STATION.  IT
 LW3215'IS STAMPED CONC W TANK NO 2 1932 AND PROJECTS ABOUT 36 INCHES.
 LW3215'
 LW3215'REFERENCE MARK NO. 3, NOTE 12C, IS EAST OF THE STATION ABOUT
 LW3215'ON LINE WITH STATION MONTAUK 2 1874-1932.  IT IS STAMPED CONC
 LW3215'W TANK NO 3 1932 AND PROJECTS ABOUT 30 INCHES.
 LW3215'
 LW3215'TO REACH THE STATION FROM THE POST OFFICE IN MONTAUK GO EASTERLY
 LW3215'ON STATE HIGHWAY NO. 27 FOR 0.1 MILE TO CROSS ROAD, TURN LEFT
 LW3215'AND FOLLOW MACADAM ROAD FOR 0.8 MILE TO FORK, TAKE RIGHT FORK
 LW3215'AND GO 0.05 MILE TO FORK, TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 LW3215'FOR 0.45 MILE TO GATE AND ENTRANCE TO FIELD AND BARN ON THE LEFT,
 LW3215'TURN LEFT PASSING THROUGH GATE AND FOLLOW TRACKS BEARING RIGHT
 LW3215'UP HILL TO TANK AND STATION.
 LW3215'
 LW3215'*R.M. NO. 2 IS SO CLOSE TO TANK THAT IT WILL NOT SEE THE
 LW3215'STATION AND THEREFORE WAS NOT OBSERVED ON AT THIS TIME.  THE
 LW3215'DIRECTION FOR R.M. NO. 2 AS GIVEN FOR 1932 SHOULD BE RIGHT.  THE
 LW3215'ABOVE DISTANCE AND DIRECTION TO THE MARKS WAS CAREFULLY CHECKED
 LW3215'AND FOUND TO BE IN ERROR AS SHOWN ABOVE.
 LW3215
 LW3215                          STATION RECOVERY (1951)
 LW3215
 LW3215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 LW3215'THE STATION AND REFERENCE MARKS NO. 2 AND 3 WERE RECOVERED IN GOOD
 LW3215'CONDITION.  R.M. NO. 1 WAS NOT RECOVERED.
 LW3215
 LW3215                          STATION RECOVERY (1976)
 LW3215
 LW3215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LW3215'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND
 LW3215'FOUND IN GOOD CONDITION, REFERENCE MARK 1 WAS NOT RECOVERED.  THE
 LW3215'CONCRETE WATER TANK WHERE THE STATION MARK IS LOCATED IS GOING
 LW3215'TO BE TORN DOWN AND A NEW TANK IS BEING BUILT.  STATION CONCRETE
 LW3215'W TANK 2 WAS ESTABLISHED AT THIS TIME, REFERENCE MARKS 4 AND 5
 LW3215'WERE ALSO ESTABLISHED.
 LW3215'
 LW3215'THE STATION MARK DISK AND REFERENCE MARK 3 DISK WAS REMOVED AT
 LW3215'THIS TIME, REFERENCE MARK 2 WAS LEFT AND THE CONTRACTOR WILL
 LW3215'REMOVE THE DISK AS HE WAS USING THIS MARK IN CONSTRUCTING THE
 LW3215'NEW TANK.
 LW3215'
 LW3215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3215'1-1/4 MILE NORTH OF MONTAUK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2023 ***********************************************************************
 NB2023  DESIGNATION -  CONESUS
 NB2023  PID         -  NB2023
 NB2023  STATE/COUNTY-  NY/LIVINGSTON
 NB2023  USGS QUAD   -  CONESUS (1946)
 NB2023
 NB2023                         *CURRENT SURVEY CONTROL
 NB2023  ___________________________________________________________________
 NB2023* NAD 83(1996)-  42 43 35.93177(N)    077 38 22.23681(W)     ADJUSTED  
 NB2023* NAVD 88     -       523.     (meters)    1716.     (feet)  SCALED    
 NB2023  ___________________________________________________________________
 NB2023  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NB2023  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NB2023
 NB2023  HORZ ORDER  -  THIRD
 NB2023
 NB2023.The horizontal coordinates were established by classical geodetic methods
 NB2023.and adjusted by the National Geodetic Survey in January 1999..
 NB2023
 NB2023.The orthometric height was scaled from a topographic map.
 NB2023
 NB2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2023
 NB2023.The geoid height was determined by GEOID03.
 NB2023
 NB2023;                    North         East     Units Scale Factor Converg.
 NB2023;SPC NY W     -   303,237.184   427,295.981   MT  1.00001098   +0 38 25.5
 NB2023;SPC NY W     -   994,870.66  1,401,886.90   sFT  1.00001098   +0 38 25.5
 NB2023;UTM  18      - 4,733,838.812   283,900.438   MT  1.00017456   -1 47 29.8
 NB2023
 NB2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2023!SPC NY W     -   0.99992332  x   1.00001098  =   0.99993430
 NB2023!UTM  18      -   0.99992332  x   1.00017456  =   1.00009787
 NB2023
 NB2023:                Primary Azimuth Mark                     Grid Az
 NB2023:SPC NY W     -  SPRINGWATER                              124 28 15.9
 NB2023:UTM  18      -  SPRINGWATER                              126 54 11.2
 NB2023
 NB2023|---------------------------------------------------------------------|
 NB2023| PID    Reference Object                     Distance      Geod. Az  |
 NB2023|                                                           dddmmss.s |
 NB2023| NB2017 SPRINGWATER                         APPROX.12.4 KM 1250641.4 |
 NB2023|---------------------------------------------------------------------|
 NB2023
 NB2023                          SUPERSEDED SURVEY CONTROL
 NB2023
 NB2023  NAD 83(1986)-  42 43 35.94078(N)    077 38 22.23285(W) AD(       ) 3
 NB2023  NAD 27      -  42 43 35.70353(N)    077 38 23.24552(W) AD(       ) 3
 NB2023
 NB2023.Superseded values are not recommended for survey control.
 NB2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2023.See file dsdata.txt to determine how the superseded data were derived.
 NB2023
 NB2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8390033839(NAD 83)
 NB2023_MARKER: DD = SURVEY DISK
 NB2023_SETTING: 0 = UNSPECIFIED SETTING
 NB2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB2023
 NB2023  HISTORY     - Date     Condition        Report By
 NB2023  HISTORY     - 1899     MONUMENTED       USGS
 NB2023
 NB2023                          STATION DESCRIPTION
 NB2023
 NB2023'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 NB2023'IN THE TOWN OF CONESUS, 2.0 MI N.  AND 1.0 E. OF CONESUS CENTER,
 NB2023'ON TOP OF MARBACK RIDGE WHERE IT MAKES THE BREAK TO THE N.
 NB2023'THE STATION IS ON THE SOUTH SIDE OF AN EAST-WEST HIGHWAY,
 NB2023'ABOUT 8 FT FROM THE FENCE BOUNDING LAND OF S. E. HITCHCOCK.
 NB2023'
 NB2023'STATION MARK, IN 4- BY 4- BY 3 IN. CONCRETE POST, STANDARD DISK
 NB2023'STAMPED---CONESUS NO 510 RESET 1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2173 ***********************************************************************
 AE2173  CBN         -  This is a Cooperative Base Network Control Station.
 AE2173  DESIGNATION -  CONEWANGO
 AE2173  PID         -  AE2173
 AE2173  STATE/COUNTY-  NY/CHAUTAUQUA
 AE2173  USGS QUAD   -  JAMESTOWN (1979)
 AE2173
 AE2173                         *CURRENT SURVEY CONTROL
 AE2173  ___________________________________________________________________
 AE2173* NAD 83(1996)-  42 03 09.13472(N)    079 10 30.75202(W)     ADJUSTED  
 AE2173* NAVD 88     -       379.9    (meters)    1246.     (feet)  GPS OBS   
 AE2173  ___________________________________________________________________
 AE2173  X           -     890,831.060 (meters)                     COMP
 AE2173  Y           -  -4,658,946.979 (meters)                     COMP
 AE2173  Z           -   4,250,170.980 (meters)                     COMP
 AE2173  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AE2173  ELLIP HEIGHT-         346.80  (meters)          (09/18/02) GPS OBS
 AE2173  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AE2173
 AE2173  HORZ ORDER  -  B
 AE2173  ELLP ORDER  -  FOURTH    CLASS II
 AE2173
 AE2173.The horizontal coordinates were established by GPS observations
 AE2173.and adjusted by the National Geodetic Survey in July 1997..
 AE2173
 AE2173.The orthometric height was determined by GPS observations and a
 AE2173.high-resolution geoid model.
 AE2173
 AE2173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2173
 AE2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2173
 AE2173.The ellipsoidal height was determined by GPS observations
 AE2173.and is referenced to NAD 83.
 AE2173
 AE2173.The geoid height was determined by GEOID03.
 AE2173
 AE2173;                    North         East     Units Scale Factor Converg.
 AE2173;SPC NY W     -   228,098.638   301,005.987   MT  0.99996703   -0 23 47.2
 AE2173;SPC NY W     -   748,353.61    987,550.48   sFT  0.99996703   -0 23 47.2
 AE2173;UTM  17      - 4,657,220.353   651,003.155   MT  0.99988058   +1 13 21.0
 AE2173
 AE2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2173!SPC NY W     -   0.99994561  x   0.99996703  =   0.99991264
 AE2173!UTM  17      -   0.99994561  x   0.99988058  =   0.99982620
 AE2173
 AE2173                          SUPERSEDED SURVEY CONTROL
 AE2173
 AE2173  ELLIP H (07/22/97)  346.76   (m)                       GP(       ) 1 1
 AE2173
 AE2173.Superseded values are not recommended for survey control.
 AE2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2173.See file dsdata.txt to determine how the superseded data were derived.
 AE2173
 AE2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5100357220(NAD 83)
 AE2173_MARKER: DD = SURVEY DISK
 AE2173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE2173_SP_SET: BRIDGE ABUTMENT
 AE2173_STAMPING: CONEWANGO CBN 1995
 AE2173_MARK LOGO: NYDT  
 AE2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2173+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 AE2173
 AE2173  HISTORY     - Date     Condition        Report By
 AE2173  HISTORY     - 1995     MONUMENTED       NYDT
 AE2173  HISTORY     - 19990721 GOOD             MCINTO
 AE2173  HISTORY     - 20010721 GOOD             NYDT
 AE2173  HISTORY     - 20020601 GOOD             USPSQD
 AE2173  HISTORY     - 20030709 GOOD             NYDT
 AE2173
 AE2173                          STATION DESCRIPTION
 AE2173
 AE2173'DESCRIBED BY NY DEPT OF TRANSP 1995 (KDS)
 AE2173'THE STATION IS LOCATED IN THE ABUTMENT OF THE US ROUTE 62 BRIDGE OVER
 AE2173'THE CONEWANGO CREEK, ABOUT 7.2 KM (4.47 MI) SOUTHEAST OF THE CENTER OF
 AE2173'JAMESTOWN, NY.  TO REACH THE STATION FROM THE FREWSBURG FIRE
 AE2173'DEPARTMENT BUILDING ON THE WEST SIDE OF FREWSBURG, GO WEST ON US ROUTE
 AE2173'62 FOR 1.0 KM (0.62 MI) TO THE HIGHWAY BRIDGE OVER CONEWANGO CREEK.
 AE2173'THE STATION IS A BRONZE DISK ON THE TOP OF THE ABUTMENT AT THE NORTH
 AE2173'SIDE OF THE EAST END OF THE BRIDGE, BEHIND, NORTH OF, THE GUIDERAIL
 AE2173'AND LEVEL WITH THE ROAD.  IT IS ACROSS THE HIGHWAY FROM MILE MARKER
 AE2173'60/5201/1007.
 AE2173
 AE2173                          STATION RECOVERY (1999)
 AE2173
 AE2173'RECOVERY NOTE BY MCINTOSH AND MCINTOSH 1999 (RS)
 AE2173'DESCRIPTION GOOD
 AE2173
 AE2173                          STATION RECOVERY (2001)
 AE2173
 AE2173'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AE2173'RECOVERED AS DESCRIBED.
 AE2173'
 AE2173
 AE2173                          STATION RECOVERY (2002)
 AE2173
 AE2173'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 AE2173'RECOVERED IN GOOD CONDITION.
 AE2173
 AE2173                          STATION RECOVERY (2003)
 AE2173
 AE2173'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (TK)
 AE2173'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1678 ***********************************************************************
 PH1678  DESIGNATION -  CONEY
 PH1678  PID         -  PH1678
 PH1678  STATE/COUNTY-  NY/FRANKLIN
 PH1678  USGS QUAD   -  
 PH1678
 PH1678                         *CURRENT SURVEY CONTROL
 PH1678  ___________________________________________________________________
 PH1678* NAD 83(1996)-  44 06 06.44496(N)    074 31 24.05020(W)     ADJUSTED  
 PH1678* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 PH1678  ___________________________________________________________________
 PH1678  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 PH1678  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 PH1678
 PH1678  HORZ ORDER  -  FIRST
 PH1678
 PH1678.The horizontal coordinates were established by classical geodetic methods
 PH1678.and adjusted by the National Geodetic Survey in January 1999..
 PH1678
 PH1678.The orthometric height was scaled from a topographic map.
 PH1678
 PH1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1678
 PH1678.The geoid height was determined by GEOID03.
 PH1678
 PH1678;                    North         East     Units Scale Factor Converg.
 PH1678;SPC NY E     -   585,072.698   148,130.795   MT  0.99990004   -0 00 58.5
 PH1678;SPC NY E     - 1,919,526.01    485,992.45   sFT  0.99990004   -0 00 58.5
 PH1678;UTM  18      - 4,883,289.000   538,149.827   MT  0.99961790   +0 19 54.2
 PH1678
 PH1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1678!SPC NY E     -   0.99989651  x   0.99990004  =   0.99979656
 PH1678!UTM  18      -   0.99989651  x   0.99961790  =   0.99951445
 PH1678
 PH1678|---------------------------------------------------------------------|
 PH1678| PID    Reference Object                     Distance      Geod. Az  |
 PH1678|                                                           dddmmss.s |
 PH1678| DE4518 CONEY RM 1                            6.083 METERS 04520     |
 PH1678| PH1677 WHITNEY MOUNTAIN LOOKOUT            APPROX. 5.6 KM 1884025.4 |
 PH1678| DE4519 CONEY RM 2                            4.868 METERS 32304     |
 PH1678| DE4517 CONEY AZ MK                                        3242536.6 |
 PH1678| PH1674 ARAB MT LOOKOUT TOWER               APPROX.12.5 KM 3354211.1 |
 PH1678|---------------------------------------------------------------------|
 PH1678
 PH1678                          SUPERSEDED SURVEY CONTROL
 PH1678
 PH1678  NAD 83(1986)-  44 06 06.45197(N)    074 31 24.05112(W) AD(       ) 1
 PH1678  NAD 27      -  44 06 06.23005(N)    074 31 25.43957(W) AD(       ) 1
 PH1678
 PH1678.Superseded values are not recommended for survey control.
 PH1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1678.See file dsdata.txt to determine how the superseded data were derived.
 PH1678
 PH1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP3815083289(NAD 83)
 PH1678
 PH1678  HISTORY     - Date     Condition        Report By
 PH1678  HISTORY     - 1942     MONUMENTED       CGS
 PH1678  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1678  HISTORY     - 20011005 GOOD             INDIV
 PH1678
 PH1678                          STATION DESCRIPTION
 PH1678
 PH1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1678'STATION IS LOCATED ABOUT 10 MILES S OF THE TOWN OF TUPPER LAKE ON
 PH1678'THE HIGHEST POINT OF A BARE ROCK MOUNTAIN KNOWN AS CONEY MT.  IT
 PH1678'IS STAMPED CONEY 1942.
 PH1678'
 PH1678'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 PH1678'IN OUTCROPPING BEDROCK.
 PH1678'
 PH1678'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 PH1678'NOTE 11A.
 PH1678'
 PH1678'REFERENCE MARK NO.1 IS NE OF THE STATION.  IT IS STAMPED CONEY
 PH1678'NO.1 1942.
 PH1678'
 PH1678'REFERENCE MARK NO.2 IS NW OF THE STATION.  IT IS STAMPED CONEY
 PH1678'NO.2 1942.
 PH1678'
 PH1678'THE AZIMUTH MARK IS NW OF THE STATION, 30 PACES N OF AN OLD
 PH1678'MACADAM ROADBED, 30 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 PH1678'10 AND 2 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED CONEY
 PH1678'1942 AND PROJECTS 2 INCHES.
 PH1678'
 PH1678'TO REACH THE STATION FROM THE TUPPER LAKE POST OFFICE GO S ON
 PH1678'STATE HIGHWAY 10 FOR 8.85 MILES TO THE AZIMUTH MARK ON THE
 PH1678'RIGHT.  CONTINUE AHEAD FOR 1.2 MILES TO THE COUNTY LINE AND END
 PH1678'OF TRUCK TRAVEL.  GO LEFT UPHILL ON THE COUNTY LINE TRAIL TO A
 PH1678'SADDLE THEN LEFT ON TRAIL TO THE TOP OF THE MOUNTAIN AND
 PH1678'STATION.  IT IS A 45-MINUTE PACK.
 PH1678
 PH1678                          STATION RECOVERY (1975)
 PH1678
 PH1678'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1678'CONEY 1942 GOOD
 PH1678'
 PH1678'CONEY NO. 1 1942
 PH1678'
 PH1678'CONEY NO. 2 1942
 PH1678
 PH1678                          STATION RECOVERY (2001)
 PH1678
 PH1678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 PH1678'RECOVERED ALL MARKS IN GOOD CONDITION.  THERE HAS BEEN A TRAIL CUT TO
 PH1678'THE SUMMIT AND STATION BELOW THE SADDLE.  FOLLOW THE COUNTY LINE TRAIL
 PH1678'UNTIL A TRAIL MARKED WITH TAPE, HERE TURN LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3442 ***********************************************************************
 KU3442  DESIGNATION -  CONEY IS BKLYN GAS LG GAS TK
 KU3442  PID         -  KU3442
 KU3442  STATE/COUNTY-  NY/KINGS
 KU3442  USGS QUAD   -  CONEY ISLAND (1979)
 KU3442
 KU3442                         *CURRENT SURVEY CONTROL
 KU3442  ___________________________________________________________________
 KU3442* NAD 83(1996)-  40 34 53.97399(N)    073 58 48.99242(W)     ADJUSTED  
 KU3442* NAVD 88     -                                                        
 KU3442  ___________________________________________________________________
 KU3442  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KU3442  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KU3442
 KU3442  HORZ ORDER  -  THIRD
 KU3442
 KU3442.The horizontal coordinates were established by classical geodetic methods
 KU3442.and adjusted by the National Geodetic Survey in January 1999..
 KU3442
 KU3442
 KU3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3442
 KU3442.The geoid height was determined by GEOID03.
 KU3442
 KU3442;                    North         East     Units Scale Factor Converg.
 KU3442;SPC NY L     -    46,083.191   301,669.968   MT  1.00000582   +0 00 46.4
 KU3442;SPC NY L     -   151,191.27    989,728.89   sFT  1.00000582   +0 00 46.4
 KU3442;SPC NJ       -   194,225.363   193,998.099   MT  0.99992382   +0 20 17.2
 KU3442;SPC NJ       -   637,221.05    636,475.43   sFT  0.99992382   +0 20 17.2
 KU3442;UTM  18      - 4,492,818.600   586,301.027   MT  0.99969167   +0 39 48.3
 KU3442
 KU3442                          SUPERSEDED SURVEY CONTROL
 KU3442
 KU3442  NAD 83(1986)-  40 34 53.97457(N)    073 58 48.99143(W) AD(       ) 4
 KU3442  NAD 27      -  40 34 53.59500(N)    073 58 50.50300(W) AD(       ) 3
 KU3442
 KU3442.Superseded values are not recommended for survey control.
 KU3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3442.See file dsdata.txt to determine how the superseded data were derived.
 KU3442
 KU3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8630192819(NAD 83)
 KU3442_MARKER: 51 = TANK
 KU3442_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3442
 KU3442  HISTORY     - Date     Condition        Report By
 KU3442  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3442  HISTORY     - 1945     GOOD             CGS
 KU3442  HISTORY     - 1980     GOOD             NOS
 KU3442  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KU3442
 KU3442                          STATION DESCRIPTION
 KU3442
 KU3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3442'THE HUGE GAS STORAGE TANK (IN A GROUP OF THREE) OF THE BROOKLYN
 KU3442'BOROUGH GAS COMPANY IN THE SW CORNER OF CANAL AVENUE AND WEST 12TH
 KU3442'STREET.  IT IS A CYLINDRICAL GREY, IRON TANK, 66.4 METERS IN
 KU3442'DIAMETER, HAVING A TRUNCATED CONICAL TOP.  IT IS THE MOST
 KU3442'PROMINENT LANDMARK SEEN IN ENTERING THE LOWER BAY.
 KU3442'
 KU3442'THE STATION IS THE CENTER OF THE FLAT-TOPPED CAP AT THE TANK
 KU3442'APEX, APPROXIMATELY 350 FEET ABOVE GROUND.
 KU3442'
 KU3442'THERE ARE TWO ACCOMPANYING SMALL-DIAMETER TANKS, NOT AT ALL
 KU3442'PROMINENT.  ALL THREE SHOULD PERMIT OF READY AIR-PHOTO
 KU3442'IDENTIFICATION.
 KU3442
 KU3442                          STATION RECOVERY (1945)
 KU3442
 KU3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KU3442'RECOVERED AS DESCRIBED.  STATION NOT VISITED.  POSITION CHECKED BY
 KU3442'SEXTANT ANGLES.
 KU3442
 KU3442                          STATION RECOVERY (1980)
 KU3442
 KU3442'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 KU3442'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS PAINTED
 KU3442'LIGHT BLUE.  IT IS ABOUT 350 FEET HIGH AND 217 FEET IN DIAMETER.
 KU3442'
 KU3442'DESCRIBED BY RHW.
 KU3442
 KU3442                          STATION RECOVERY (2006)
 KU3442
 KU3442'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3442'THE MARK WAS NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU3442' 
 KU3442'THE PROMINENT GAS TANK AT THIS LOCATION NO LONGER EXISTS. THE LOCATION
 KU3442'IS NOW A VACANT LOT NEXT TO A NEW YORK TRANSIT AUTHORITY RAIL LINE.
 KU3442'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3445 ***********************************************************************
 KU3445  DESIGNATION -  CONEY IS HALF MOON HOTEL BLDG
 KU3445  PID         -  KU3445
 KU3445  STATE/COUNTY-  NY/KINGS
 KU3445  USGS QUAD   -  CONEY ISLAND (1979)
 KU3445
 KU3445                         *CURRENT SURVEY CONTROL
 KU3445  ___________________________________________________________________
 KU3445* NAD 83(1996)-  40 34 18.80865(N)    073 59 39.90289(W)     ADJUSTED  
 KU3445* NAVD 88     -                                                        
 KU3445  ___________________________________________________________________
 KU3445  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KU3445  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU3445
 KU3445  HORZ ORDER  -  THIRD
 KU3445
 KU3445.The horizontal coordinates were established by classical geodetic methods
 KU3445.and adjusted by the National Geodetic Survey in January 1999..
 KU3445
 KU3445
 KU3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3445
 KU3445.The geoid height was determined by GEOID03.
 KU3445
 KU3445;                    North         East     Units Scale Factor Converg.
 KU3445;SPC NY L     -    44,998.299   300,472.716   MT  1.00000663   +0 00 13.1
 KU3445;SPC NY L     -   147,631.92    985,800.90   sFT  1.00000663   +0 00 13.1
 KU3445;SPC NJ       -   193,133.785   192,807.123   MT  0.99992255   +0 19 43.8
 KU3445;SPC NJ       -   633,639.76    632,568.04   sFT  0.99992255   +0 19 43.8
 KU3445;UTM  18      - 4,491,720.534   585,116.543   MT  0.99968918   +0 39 14.7
 KU3445
 KU3445                          SUPERSEDED SURVEY CONTROL
 KU3445
 KU3445  NAD 83(1986)-  40 34 18.80928(N)    073 59 39.90171(W) AD(       ) 4
 KU3445  NAD 27      -  40 34 18.43000(N)    073 59 41.39500(W) AD(       ) 3
 KU3445
 KU3445.Superseded values are not recommended for survey control.
 KU3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3445.See file dsdata.txt to determine how the superseded data were derived.
 KU3445
 KU3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8511791721(NAD 83)
 KU3445_MARKER: 55 = TOWER
 KU3445
 KU3445  HISTORY     - Date     Condition        Report By
 KU3445  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3445  HISTORY     - 1945     GOOD             CGS
 KU3445
 KU3445                          STATION DESCRIPTION
 KU3445
 KU3445'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3445'THE TALLEST BUILDING IN CONEY ISLAND, S OF SURF AVENUE BETWEEN
 KU3445'28TH AND 29TH STREETS.  IT IS A STEP-BACK SKYSCRAPER OF RED
 KU3445'BRICK, SURMOUNTED BY A RED AND BLUE TILED DOME, TOPPED BY A BLACK
 KU3445'IRON CUTOUT FIGURE OF THE HALF-MOON.
 KU3445'
 KU3445'THIS BUILDING IS SECOND IN PROMINENCE TO THE HUGE GAS TANK.
 KU3445'
 KU3445'THE STATION IS THE DOME APEX.
 KU3445
 KU3445                          STATION RECOVERY (1945)
 KU3445
 KU3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KU3445'RECOVERED AS DESCRIBED.  STATION NOT VISITED.  POSITION CHECKED
 KU3445'BY SEXTANT ANGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3440 ***********************************************************************
 KU3440  DESIGNATION -  CONEY IS LOEW THEATRE ROOF TK
 KU3440  PID         -  KU3440
 KU3440  STATE/COUNTY-  NY/KINGS
 KU3440  USGS QUAD   -  CONEY ISLAND (1979)
 KU3440
 KU3440                         *CURRENT SURVEY CONTROL
 KU3440  ___________________________________________________________________
 KU3440* NAD 83(1996)-  40 34 33.00605(N)    073 58 54.56931(W)     ADJUSTED  
 KU3440* NAVD 88     -                                                        
 KU3440  ___________________________________________________________________
 KU3440  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KU3440  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU3440
 KU3440  HORZ ORDER  -  THIRD
 KU3440
 KU3440.The horizontal coordinates were established by classical geodetic methods
 KU3440.and adjusted by the National Geodetic Survey in January 1999..
 KU3440
 KU3440
 KU3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3440
 KU3440.The geoid height was determined by GEOID03.
 KU3440
 KU3440;                    North         East     Units Scale Factor Converg.
 KU3440;SPC NY L     -    45,436.380   301,538.944   MT  1.00000630   +0 00 42.8
 KU3440;SPC NY L     -   149,069.19    989,299.02   sFT  1.00000630   +0 00 42.8
 KU3440;SPC NJ       -   193,577.872   193,870.758   MT  0.99992368   +0 20 13.4
 KU3440;SPC NJ       -   635,096.74    636,057.65   sFT  0.99992368   +0 20 13.4
 KU3440;UTM  18      - 4,492,170.548   586,177.394   MT  0.99969141   +0 39 44.3
 KU3440
 KU3440                          SUPERSEDED SURVEY CONTROL
 KU3440
 KU3440  NAD 83(1986)-  40 34 33.00669(N)    073 58 54.56819(W) AD(       ) 4
 KU3440  NAD 27      -  40 34 32.62600(N)    073 58 56.06800(W) AD(       ) 3
 KU3440
 KU3440.Superseded values are not recommended for survey control.
 KU3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3440.See file dsdata.txt to determine how the superseded data were derived.
 KU3440
 KU3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8617792171(NAD 83)
 KU3440_MARKER: 51 = TANK
 KU3440
 KU3440  HISTORY     - Date     Condition        Report By
 KU3440  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3440  HISTORY     - 1945     GOOD             CGS
 KU3440
 KU3440                          STATION DESCRIPTION
 KU3440
 KU3440'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3440'THE SMALL WATER TANK SURMOUNTING LOEWS CONEY ISLAND THEATRE, ON
 KU3440'THE CORNER OF SURF AVENUE AND WEST 12TH STREET.  THIS YELLOW
 KU3440'BRICK BUILDING IS ONE OF THE TALLEST IN CONEY ISLAND-THE TANK,
 KU3440'AN ORDINARY CONICAL-TOP GREEN WOOD TYPE, IS THE TALLEST
 KU3440'ROOF-TANK IN THE VICINITY.
 KU3440'
 KU3440'THE STATION IS THE TANK APEX, APPROXIMATELY 200 FEET ABOVE GROUND.
 KU3440
 KU3440                          STATION RECOVERY (1945)
 KU3440
 KU3440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KU3440'RECOVERED AS DESCRIBED.  STATION NOT VISITED.  POSITION CHECKED
 KU3440'BY SEXTANT ANGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3453 ***********************************************************************
 KU3453  DESIGNATION -  CONEY IS MINARET SPIRE
 KU3453  PID         -  KU3453
 KU3453  STATE/COUNTY-  NY/KINGS
 KU3453  USGS QUAD   -  CONEY ISLAND (1979)
 KU3453
 KU3453                         *CURRENT SURVEY CONTROL
 KU3453  ___________________________________________________________________
 KU3453* NAD 83(1996)-  40 34 39.31368(N)    073 58 42.04684(W)     ADJUSTED  
 KU3453* NAVD 88     -                                                        
 KU3453  ___________________________________________________________________
 KU3453  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KU3453  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU3453
 KU3453  HORZ ORDER  -  THIRD
 KU3453
 KU3453.The horizontal coordinates were established by classical geodetic methods
 KU3453.and adjusted by the National Geodetic Survey in January 1999..
 KU3453
 KU3453
 KU3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3453
 KU3453.The geoid height was determined by GEOID03.
 KU3453
 KU3453;                    North         East     Units Scale Factor Converg.
 KU3453;SPC NY L     -    45,631.014   301,833.427   MT  1.00000615   +0 00 51.0
 KU3453;SPC NY L     -   149,707.75    990,265.17   sFT  1.00000615   +0 00 51.0
 KU3453;SPC NJ       -   193,774.158   194,164.108   MT  0.99992400   +0 20 21.6
 KU3453;SPC NJ       -   635,740.72    637,020.08   sFT  0.99992400   +0 20 21.6
 KU3453;UTM  18      - 4,492,368.449   586,469.556   MT  0.99969203   +0 39 52.6
 KU3453
 KU3453                          SUPERSEDED SURVEY CONTROL
 KU3453
 KU3453  NAD 83(1986)-  40 34 39.31438(N)    073 58 42.04566(W) AD(       ) 4
 KU3453  NAD 27      -  40 34 38.93200(N)    073 58 43.54700(W) AD(       ) 3
 KU3453
 KU3453.Superseded values are not recommended for survey control.
 KU3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3453.See file dsdata.txt to determine how the superseded data were derived.
 KU3453
 KU3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8647092368(NAD 83)
 KU3453_MARKER: 89 = SPIRE
 KU3453
 KU3453  HISTORY     - Date     Condition        Report By
 KU3453  HISTORY     - 1919     FIRST OBSERVED   CGS
 KU3453  HISTORY     - 1930     GOOD             CGS
 KU3453  HISTORY     - 20060616 MARK NOT FOUND   GEOCAC
 KU3453
 KU3453                          STATION DESCRIPTION
 KU3453
 KU3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3453'RECOVERED IN GOOD CONDITION-RENAMED MINARET SPIRE.
 KU3453'
 KU3453'THE LARGEST MINARET-LIKE SPIRE IN LUNA PARK, ON SURF AVENUE
 KU3453'BETWEEN WEST 10TH AND 12TH STREETS.  IT IS METAL-SHEATHED AND
 KU3453'PAINTED WHITE.
 KU3453'
 KU3453'THE STATION IS THE SPIRES BALL-APEX, APPROXIMATELY 100 FEET
 KU3453'ABOVE GROUND.
 KU3453
 KU3453                          STATION RECOVERY (2006)
 KU3453
 KU3453'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3453'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU3453' 
 KU3453'LUNA PARK IS GONE AS IS THE MINARET. AFTER SEVERAL FIRES, IT WENT OUT
 KU3453'OF BUSINESS IN 1944. THE AREA IN NOW A HOUSING PROJECT KNOWN AS LUNA
 KU3453'PARK HOUSES.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3427 ***********************************************************************
 KU3427  DESIGNATION -  CONEY IS SHRINE LADY SOLACE CH
 KU3427  PID         -  KU3427
 KU3427  STATE/COUNTY-  NY/KINGS
 KU3427  USGS QUAD   -  CONEY ISLAND (1979)
 KU3427
 KU3427                         *CURRENT SURVEY CONTROL
 KU3427  ___________________________________________________________________
 KU3427* NAD 83(1996)-  40 34 36.78971(N)    073 59 07.20225(W)     ADJUSTED  
 KU3427* NAVD 88     -                                                        
 KU3427  ___________________________________________________________________
 KU3427  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 KU3427  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KU3427
 KU3427  HORZ ORDER  -  THIRD
 KU3427
 KU3427.The horizontal coordinates were established by classical geodetic methods
 KU3427.and adjusted by the National Geodetic Survey in January 1999..
 KU3427
 KU3427
 KU3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3427
 KU3427.The geoid height was determined by GEOID03.
 KU3427
 KU3427;                    North         East     Units Scale Factor Converg.
 KU3427;SPC NY L     -    45,553.036   301,241.795   MT  1.00000621   +0 00 34.5
 KU3427;SPC NY L     -   149,451.92    988,324.12   sFT  1.00000621   +0 00 34.5
 KU3427;SPC NJ       -   193,692.831   193,572.977   MT  0.99992336   +0 20 05.2
 KU3427;SPC NJ       -   635,473.90    635,080.68   sFT  0.99992336   +0 20 05.2
 KU3427;UTM  18      - 4,492,283.787   585,879.034   MT  0.99969078   +0 39 36.2
 KU3427
 KU3427                          SUPERSEDED SURVEY CONTROL
 KU3427
 KU3427  NAD 83(1986)-  40 34 36.79037(N)    073 59 07.20113(W) AD(       ) 4
 KU3427  NAD 27      -  40 34 36.40700(N)    073 59 08.70200(W) AD(       ) 3
 KU3427
 KU3427.Superseded values are not recommended for survey control.
 KU3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3427.See file dsdata.txt to determine how the superseded data were derived.
 KU3427
 KU3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8587992284(NAD 83)
 KU3427_MARKER: 91 = CHURCH CROSS
 KU3427
 KU3427  HISTORY     - Date     Condition        Report By
 KU3427  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3427  HISTORY     - 1945     GOOD             CGS
 KU3427  HISTORY     - 20060616 GOOD             GEOCAC
 KU3427
 KU3427                          STATION DESCRIPTION
 KU3427
 KU3427'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3427'THE PROMINENT TALL SQUARE TOWER OF THE SHRINE CHURCH OF OUR LADY
 KU3427'OF SOLACE ON THE NW CORNER OF MERMAID AVENUE AND WEST 17TH
 KU3427'STREET.  THE CHURCH AND TOWER ARE OF RED BRICK -- THE TOWER, RISING
 KU3427'FROM THE NW CORNER OF THE CHURCH, IS SURMOUNTED BY A PYRAMIDAL,
 KU3427'RED-TILED ROOF.
 KU3427'
 KU3427'THE STATION IS THE CROSS ATOP THE TOWER APEX, APPROXIMATELY 150
 KU3427'FEET ABOVE GROUND.
 KU3427
 KU3427                          STATION RECOVERY (1945)
 KU3427
 KU3427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KU3427'RECOVERED AS DESCRIBED.  STATION NOT VISITED.  POSITION CHECKED
 KU3427'BY SEXTANT ANGLES.
 KU3427
 KU3427                          STATION RECOVERY (2006)
 KU3427
 KU3427'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3427'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3428 ***********************************************************************
 KU3428  DESIGNATION -  CONEY IS STEEPLECHASE PK CHIM
 KU3428  PID         -  KU3428
 KU3428  STATE/COUNTY-  NY/KINGS
 KU3428  USGS QUAD   -  CONEY ISLAND (1979)
 KU3428
 KU3428                         *CURRENT SURVEY CONTROL
 KU3428  ___________________________________________________________________
 KU3428* NAD 83(1996)-  40 34 29.73236(N)    073 59 07.74287(W)     ADJUSTED  
 KU3428* NAVD 88     -                                                        
 KU3428  ___________________________________________________________________
 KU3428  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KU3428  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU3428
 KU3428  HORZ ORDER  -  THIRD
 KU3428
 KU3428.The horizontal coordinates were established by classical geodetic methods
 KU3428.and adjusted by the National Geodetic Survey in January 1999..
 KU3428
 KU3428
 KU3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3428
 KU3428.The geoid height was determined by GEOID03.
 KU3428
 KU3428;                    North         East     Units Scale Factor Converg.
 KU3428;SPC NY L     -    45,335.341   301,229.116   MT  1.00000637   +0 00 34.2
 KU3428;SPC NY L     -   148,737.70    988,282.52   sFT  1.00000637   +0 00 34.2
 KU3428;SPC NJ       -   193,475.085   193,561.534   MT  0.99992335   +0 20 04.8
 KU3428;SPC NJ       -   634,759.51    635,043.13   sFT  0.99992335   +0 20 04.8
 KU3428;UTM  18      - 4,492,066.031   585,868.830   MT  0.99969076   +0 39 35.7
 KU3428
 KU3428                          SUPERSEDED SURVEY CONTROL
 KU3428
 KU3428  NAD 83(1986)-  40 34 29.73294(N)    073 59 07.74186(W) AD(       ) 4
 KU3428  NAD 27      -  40 34 29.35200(N)    073 59 09.24200(W) AD(       ) 3
 KU3428
 KU3428.Superseded values are not recommended for survey control.
 KU3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3428.See file dsdata.txt to determine how the superseded data were derived.
 KU3428
 KU3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8586992066(NAD 83)
 KU3428_MARKER: 85 = CHIMNEY
 KU3428
 KU3428  HISTORY     - Date     Condition        Report By
 KU3428  HISTORY     - 1919     FIRST OBSERVED   CGS
 KU3428  HISTORY     - 1930     GOOD             CGS
 KU3428  HISTORY     - 1945     GOOD             CGS
 KU3428
 KU3428                          STATION DESCRIPTION
 KU3428
 KU3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3428'RECOVERED IN GOOD CONDITION -- RENAMED CHIMNEY (STEEPLECHASE).
 KU3428'
 KU3428'THE PROMINENT CHIMNEY IN STEEPLECHASE PARK ON THE SE CORNER OF
 KU3428'SURF AVENUE AND WEST 19TH STREET.  IT IS AN ORDINARY ROUND,
 KU3428'YELLOW-BRICK TYPE, HAVING STEEPLECHASE LETTERED IN WHITE
 KU3428'VERTICALLY UPON IT.
 KU3428'
 KU3428'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KU3428'GROUND.
 KU3428'
 KU3428'THE FOLLOWING AIR-PHOTO CONTROL MEASUREMENTS WERE TAKEN--
 KU3428'
 KU3428'CENTER LINE OF SURF AVENUE - - - 25.6 METERS.
 KU3428'
 KU3428'CENTER LINE OF WEST 19TH STREET - 16.7 METERS.
 KU3428
 KU3428                          STATION RECOVERY (1945)
 KU3428
 KU3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KU3428'THIS STATION WAS RECOVERED AS DESCRIBED BY R.W.W. IN 1930.  THE
 KU3428'STATION WAS NOT VISITED.  POSITION CHECKED BY SEXTANT ANGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3437 ***********************************************************************
 KU3437  DESIGNATION -  CONEY IS STEEPLECHASE PIER TWR
 KU3437  PID         -  KU3437
 KU3437  STATE/COUNTY-  NY/KINGS
 KU3437  USGS QUAD   -  CONEY ISLAND (1979)
 KU3437
 KU3437                         *CURRENT SURVEY CONTROL
 KU3437  ___________________________________________________________________
 KU3437* NAD 83(1996)-  40 34 09.17117(N)    073 58 59.75510(W)     ADJUSTED  
 KU3437* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU3437  ___________________________________________________________________
 KU3437  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KU3437  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KU3437
 KU3437  HORZ ORDER  -  THIRD
 KU3437
 KU3437.The horizontal coordinates were established by classical geodetic methods
 KU3437.and adjusted by the National Geodetic Survey in January 1999..
 KU3437
 KU3437.The orthometric height was scaled from a topographic map.
 KU3437
 KU3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3437
 KU3437.The geoid height was determined by GEOID03.
 KU3437
 KU3437;                    North         East     Units Scale Factor Converg.
 KU3437;SPC NY L     -    44,701.140   301,417.113   MT  1.00000685   +0 00 39.4
 KU3437;SPC NY L     -   146,656.99    988,899.31   sFT  1.00000685   +0 00 39.4
 KU3437;UTM  18      - 4,491,434.204   586,063.953   MT  0.99969117   +0 39 40.6
 KU3437
 KU3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3437!SPC NY L     -   1.00000494  x   1.00000685  =   1.00001179
 KU3437!UTM  18      -   1.00000494  x   0.99969117  =   0.99969611
 KU3437
 KU3437                          SUPERSEDED SURVEY CONTROL
 KU3437
 KU3437  NAD 83(1986)-  40 34 09.17199(N)    073 58 59.75397(W) AD(       ) 4
 KU3437  NAD 27      -  40 34 08.79000(N)    073 59 01.26000(W) AD(       ) 3
 KU3437
 KU3437.Superseded values are not recommended for survey control.
 KU3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3437.See file dsdata.txt to determine how the superseded data were derived.
 KU3437
 KU3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8606491434(NAD 83)
 KU3437_MARKER: 55 = TOWER
 KU3437
 KU3437  HISTORY     - Date     Condition        Report By
 KU3437  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU3437
 KU3437                          STATION DESCRIPTION
 KU3437
 KU3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MOW)
 KU3437'THE BELL TOWER ON THE SOUTHERN EXTREMITY OF STEEPLECHASE PIER,
 KU3437'CONEY ISLAND.
 KU3437'
 KU3437'OFFICE NOTE--REPORTED MOVED THREE FEET IN POSITION, BY
 KU3437'AIR-PHOTO FIELD INSPECTION, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3449 ***********************************************************************
 KU3449  DESIGNATION -  CONEY ISLAND FERRIS WHEEL
 KU3449  PID         -  KU3449
 KU3449  STATE/COUNTY-  NY/KINGS
 KU3449  USGS QUAD   -  CONEY ISLAND (1979)
 KU3449
 KU3449                         *CURRENT SURVEY CONTROL
 KU3449  ___________________________________________________________________
 KU3449* NAD 83(1996)-  40 34 26.53709(N)    073 58 44.88066(W)     ADJUSTED  
 KU3449* NAVD 88     -                                                        
 KU3449  ___________________________________________________________________
 KU3449  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KU3449  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU3449
 KU3449  HORZ ORDER  -  THIRD
 KU3449
 KU3449.The horizontal coordinates were established by classical geodetic methods
 KU3449.and adjusted by the National Geodetic Survey in January 1999..
 KU3449
 KU3449
 KU3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3449
 KU3449.The geoid height was determined by GEOID03.
 KU3449
 KU3449;                    North         East     Units Scale Factor Converg.
 KU3449;SPC NY L     -    45,236.888   301,766.870   MT  1.00000645   +0 00 49.1
 KU3449;SPC NY L     -   148,414.69    990,046.81   sFT  1.00000645   +0 00 49.1
 KU3449;SPC NJ       -   193,379.693   194,099.794   MT  0.99992393   +0 20 19.7
 KU3449;SPC NJ       -   634,446.54    636,809.07   sFT  0.99992393   +0 20 19.7
 KU3449;UTM  18      - 4,491,973.718   586,407.498   MT  0.99969190   +0 39 50.6
 KU3449
 KU3449                          SUPERSEDED SURVEY CONTROL
 KU3449
 KU3449  NAD 83(1986)-  40 34 26.53780(N)    073 58 44.87965(W) AD(       ) 4
 KU3449  NAD 27      -  40 34 26.15600(N)    073 58 46.38100(W) AD(       ) 3
 KU3449
 KU3449.Superseded values are not recommended for survey control.
 KU3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3449.See file dsdata.txt to determine how the superseded data were derived.
 KU3449
 KU3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8640791974(NAD 83)
 KU3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3449+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 KU3449
 KU3449  HISTORY     - Date     Condition        Report By
 KU3449  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3449  HISTORY     - 20051126 GOOD             GEOCAC
 KU3449  HISTORY     - 20060616 GOOD             GEOCAC
 KU3449
 KU3449                          STATION DESCRIPTION
 KU3449
 KU3449'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KU3449'THE LARGER, AND MORE PROMINENT, OF TWO FERRIS WHEELS ON CONEY
 KU3449'ISLAND.  IT IS ON THE SE CORNER OF SURF AVENUE AND WEST 12TH
 KU3449'STREET, -- A WHITE, IRON STRUCTURE.
 KU3449'
 KU3449'THE STATION IS THE WHEEL CENTER.
 KU3449
 KU3449                          STATION RECOVERY (2005)
 KU3449
 KU3449'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3449'RECOVERED IN GOOD CONDITION.
 KU3449
 KU3449                          STATION RECOVERY (2006)
 KU3449
 KU3449'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3449'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4523 ***********************************************************************
 KV4523  DESIGNATION -  CONEY ISLAND LIGHTHOUSE 1903
 KV4523  PID         -  KV4523
 KV4523  STATE/COUNTY-  NY/KINGS
 KV4523  USGS QUAD   -  THE NARROWS (1981)
 KV4523
 KV4523                         *CURRENT SURVEY CONTROL
 KV4523  ___________________________________________________________________
 KV4523* NAD 83(1996)-  40 34 35.75241(N)    074 00 42.33148(W)     ADJUSTED  
 KV4523* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 KV4523  ___________________________________________________________________
 KV4523  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KV4523  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4523
 KV4523  HORZ ORDER  -  SECOND
 KV4523
 KV4523.The horizontal coordinates were established by classical geodetic methods
 KV4523.and adjusted by the National Geodetic Survey in January 1999..
 KV4523
 KV4523.The orthometric height was scaled from a topographic map.
 KV4523
 KV4523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4523
 KV4523.The geoid height was determined by GEOID03.
 KV4523
 KV4523;                    North         East     Units Scale Factor Converg.
 KV4523;SPC NY L     -    45,521.002   299,004.366   MT  1.00000623   -0 00 27.7
 KV4523;SPC NY L     -   149,346.82    980,983.49   sFT  1.00000623   -0 00 27.7
 KV4523;SPC NY E     -   193,648.100   191,335.953   MT  0.99992103   +0 19 03.3
 KV4523;SPC NY E     -   635,327.14    627,741.37   sFT  0.99992103   +0 19 03.3
 KV4523;SPC NJ       -   193,648.100   191,335.953   MT  0.99992103   +0 19 03.3
 KV4523;SPC NJ       -   635,327.14    627,741.37   sFT  0.99992103   +0 19 03.3
 KV4523;UTM  18      - 4,492,226.372   583,642.823   MT  0.99968611   +0 38 34.3
 KV4523
 KV4523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4523!SPC NY L     -   1.00000149  x   1.00000623  =   1.00000772
 KV4523!SPC NY E     -   1.00000149  x   0.99992103  =   0.99992252
 KV4523!SPC NJ       -   1.00000149  x   0.99992103  =   0.99992252
 KV4523!UTM  18      -   1.00000149  x   0.99968611  =   0.99968760
 KV4523
 KV4523:                Primary Azimuth Mark                     Grid Az
 KV4523:SPC NY L     -  PUBLIC SCHOOL 201 FLAGPOLE               358 36 17.7
 KV4523:SPC NY E     -  PUBLIC SCHOOL 201 FLAGPOLE               358 16 46.7
 KV4523:SPC NJ       -  PUBLIC SCHOOL 201 FLAGPOLE               358 16 46.7
 KV4523:UTM  18      -  PUBLIC SCHOOL 201 FLAGPOLE               357 57 15.7
 KV4523
 KV4523|---------------------------------------------------------------------|
 KV4523| PID    Reference Object                     Distance      Geod. Az  |
 KV4523|                                                           dddmmss.s |
 KV4523| KV4526 PUBLIC SCHOOL 201 FLAGPOLE          APPROX. 4.7 KM 3583550.0 |
 KV4523|---------------------------------------------------------------------|
 KV4523
 KV4523                          SUPERSEDED SURVEY CONTROL
 KV4523
 KV4523  NAD 83(1986)-  40 34 35.75292(N)    074 00 42.33060(W) AD(       ) 2
 KV4523  NAD 27      -  40 34 35.37300(N)    074 00 43.82700(W) AD(       ) 2
 KV4523
 KV4523.Superseded values are not recommended for survey control.
 KV4523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4523.See file dsdata.txt to determine how the superseded data were derived.
 KV4523
 KV4523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8364392226(NAD 83)
 KV4523_MARKER: 13 = LIGHTHOUSE
 KV4523_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4523
 KV4523  HISTORY     - Date     Condition        Report By
 KV4523  HISTORY     - 1908     FIRST OBSERVED   CGS
 KV4523  HISTORY     - 1930     GOOD             CGS
 KV4523  HISTORY     - 1932     GOOD             CGS
 KV4523  HISTORY     - 1962     GOOD             CGS
 KV4523  HISTORY     - 1980     GOOD             NOSAMC
 KV4523  HISTORY     - 20051126 GOOD             GEOCAC
 KV4523
 KV4523                          STATION DESCRIPTION
 KV4523
 KV4523'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KV4523'CONEY ISLAND LIGHTHOUSE IS SITUATED ON NORTONS POINT, THE
 KV4523'WESTERN EXTREMITY OF CONEY ISLAND, NEW YORK HARBOR.
 KV4523'
 KV4523'IT IS REACHED BY CONEY ISLAND CAR FROM BROOKLYN BRIDGE DIRECT
 KV4523'TO CONEY ISLAND, AND THEN TAKING HACK TO NORTONS POINT,
 KV4523'VIA SEA GATE.
 KV4523'
 KV4523'THE ECCENTRIC STATION IS ON THE UPPER GALLERY ON THE NW SIDE OF
 KV4523'THE LANTERN.
 KV4523
 KV4523                          STATION RECOVERY (1930)
 KV4523
 KV4523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4523'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 KV4523'ADDITIONAL DESCRIPTION--
 KV4523'
 KV4523'IT IS LOCATED BETWEEN 47TH AND 48TH STREETS ON THE WESTERN
 KV4523'EXTREMITY OF NORTONS POINT -- A WHITE, IRON TUBE-TOWER AND
 KV4523'4-LEGGED SUPPORTING STRUCTURE SURMOUNTED BY A BLACK IRON
 KV4523'CUPOLA.  THE STATION IS THE BALL-APEX OF THE PYRAMIDAL ROOF,
 KV4523'APPROXIMATELY 65 FEET HIGH.
 KV4523'
 KV4523'TWO ECCENTRIC SET-UPS, ONE ON EITHER PLATFORM, WERE USED BUT
 KV4523'NOT MARKED.  FROM THE LOWER PLATFORM DOORWAY SET-UP THE CENTER
 KV4523'DIRECTION WAS OBTAINED BY DIRECT POINTING ON THE ROUND CENTER
 KV4523'POLE WITHIN THE CUPOLA -- FROM THE UPPER PLATFORM SET-UP THE
 KV4523'CENTER DIRECTION WAS OBTAINED AS THE MEAN OF POINTINGS TO
 KV4523'EQUI-DISTANT POINTS ON THE CIRCULAR PLATFORM CIRCUMFERENCE.
 KV4523'THERE IS SUFFICIENT ROOM, PROVIDING A SLIM OBSERVER, AND RIGID
 KV4523'FOOTING FOR A NORMAL TRIPOD SET-UP IN THE LOWER PLATFORM
 KV4523'DOORWAY -- ELSEWHERE ON EITHER PLATFORM NECESSITATES A
 KV4523'HIGH, SHAKY SET-UP, OR CONSTRUCTION OF A RAILING
 KV4523'STAND.
 KV4523'
 KV4523'THE FOLLOWING AIR-PHOTO CONTROL MEASUREMENTS WERE TAKEN TO THE
 KV4523'FAIR-SIZED FRAME DWELLING NW AND S FROM THE LIGHTHOUSE--
 KV4523'
 KV4523'SE CORNER OF NW BUILDING - 7.2 METERS.  NE CORNER OF S BUILDING -
 KV4523'7.9 METERS.  CENTER LINE OF 48TH STREET - 19.8 METERS.  HIGH WATER
 KV4523'LINE AT S END OF CONCRETE SEA WALL - 59.3 METERS.
 KV4523
 KV4523                          STATION RECOVERY (1932)
 KV4523
 KV4523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4523'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1930 RECOVERY
 KV4523'NOTE.
 KV4523'
 KV4523'DURING 1931 THE STATION WAS OCCUPIED ECCENTRICALLY ON BOTH
 KV4523'PLATFORMS, BY STRADDLING TRIPOD LEGS OVER THE HANDRAIL AND LASHING
 KV4523'THEM SECURELY TO RAIL AND PLATFORM.
 KV4523
 KV4523                          STATION RECOVERY (1962)
 KV4523
 KV4523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4523'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1930
 KV4523'DESCRIPTIONS ARE ACCURATE.
 KV4523
 KV4523                          STATION RECOVERY (1980)
 KV4523
 KV4523'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 KV4523'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KV4523'
 KV4523'DESCRIBED BY RHW.
 KV4523
 KV4523                          STATION RECOVERY (2005)
 KV4523
 KV4523'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3435 ***********************************************************************
 KU3435  DESIGNATION -  CONEY ISLAND PARACHUTE TOWER
 KU3435  PID         -  KU3435
 KU3435  STATE/COUNTY-  NY/KINGS
 KU3435  USGS QUAD   -  CONEY ISLAND (1979)
 KU3435
 KU3435                         *CURRENT SURVEY CONTROL
 KU3435  ___________________________________________________________________
 KU3435* NAD 83(1996)-  40 34 22.66959(N)    073 59 03.83416(W)     ADJUSTED  
 KU3435* NAVD 88     -                                                        
 KU3435  ___________________________________________________________________
 KU3435  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KU3435  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KU3435
 KU3435  HORZ ORDER  -  THIRD
 KU3435
 KU3435.The horizontal coordinates were established by classical geodetic methods
 KU3435.and adjusted by the National Geodetic Survey in January 1999..
 KU3435
 KU3435
 KU3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3435
 KU3435.The geoid height was determined by GEOID03.
 KU3435
 KU3435;                    North         East     Units Scale Factor Converg.
 KU3435;SPC NY L     -    45,117.497   301,321.089   MT  1.00000654   +0 00 36.7
 KU3435;SPC NY L     -   148,022.99    988,584.27   sFT  1.00000654   +0 00 36.7
 KU3435;SPC NJ       -   193,257.785   193,654.735   MT  0.99992345   +0 20 07.3
 KU3435;SPC NJ       -   634,046.58    635,348.91   sFT  0.99992345   +0 20 07.3
 KU3435;UTM  18      - 4,491,849.314   585,963.241   MT  0.99969096   +0 39 38.2
 KU3435
 KU3435                          SUPERSEDED SURVEY CONTROL
 KU3435
 KU3435  NAD 83(1986)-  40 34 22.67044(N)    073 59 03.83358(W) AD(       ) 4
 KU3435  NAD 27      -  40 34 22.29304(N)    073 59 05.34307(W) AD(       ) 3
 KU3435
 KU3435.Superseded values are not recommended for survey control.
 KU3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3435.See file dsdata.txt to determine how the superseded data were derived.
 KU3435
 KU3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8596391849(NAD 83)
 KU3435_MARKER: 55 = TOWER
 KU3435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3435+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KU3435
 KU3435  HISTORY     - Date     Condition        Report By
 KU3435  HISTORY     - 1945     FIRST OBSERVED   CGS
 KU3435  HISTORY     - 1962     GOOD             CGS
 KU3435  HISTORY     - 20051126 GOOD             GEOCAC
 KU3435  HISTORY     - 20060616 GOOD             GEOCAC
 KU3435
 KU3435                          STATION DESCRIPTION
 KU3435
 KU3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KU3435'THIS STATION IS THE TALL PROMINENT PARACHUTE TOWER IN CONEY
 KU3435'ISLAND.  IT IS A STEEL TOWER APPROXIMATELY 300 FEET HIGH,
 KU3435'SHAPED LIKE AN UMBRELLA AT THE TOP.  THE PART OF THE TOWER
 KU3435'OBSERVED UPON IS A STEEL MAST EXTENDING APPROXIMATELY 50 FEET
 KU3435'ABOVE THE UMBRELLA.  THIS MAST APPEARS TO BE THE GEOMETRIC
 KU3435'CENTER OF THE TOWER.
 KU3435'
 KU3435'THIS PARACHUTE TOWER IS THE MOST PROMINENT OBJECT IN CONEY
 KU3435'ISLAND, EXCEPT FOR A HUGE GAS TANK, AND IT IS AN IDEAL LANDMARK
 KU3435'FOR CHARTS.  THE TOWER IS APPROXIMATELY 40 METERS N OF THE
 KU3435'BOARDWALK, APPROXIMATELY 120 METERS W OF THE CENTER LINE OF
 KU3435'WEST SIXTEENTH STREET, AND IN THE S PART OF STEEPLECHASE
 KU3435'PARK.  THE TIP OF THE PARACHUTE TOWER IS 303 FEET ABOVE MEAN
 KU3435'HIGH WATER.
 KU3435'
 KU3435'THIS TOWER WAS LOCATED ON AIR PHOTO COMPILATION SHEET NO. T-5463,
 KU3435'CONEY ISLAND (CORRECTION SHEET NO. 302), BUT WAS NOT LABELED.
 KU3435
 KU3435                          STATION RECOVERY (1962)
 KU3435
 KU3435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3435'THE TOWER WAS RECOVERED AS DESCRIBED IN 1945.  THE POINT
 KU3435'INTERSECTED WAS THE STEEL MAST ATOP THE TOWER.
 KU3435
 KU3435                          STATION RECOVERY (2005)
 KU3435
 KU3435'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3435'PARACHUTE TOWER IS NO LONGER USED.  STEEPLECHASE PARK IS CLOSED.
 KU3435'STATION IS STILL PROMINENT.
 KU3435
 KU3435                          STATION RECOVERY (2006)
 KU3435
 KU3435'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3435'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4530 ***********************************************************************
 KV4530  DESIGNATION -  CONEY ISLAND PS 188 FLAGPOLE
 KV4530  PID         -  KV4530
 KV4530  STATE/COUNTY-  NY/KINGS
 KV4530  USGS QUAD   -  THE NARROWS (1981)
 KV4530
 KV4530                         *CURRENT SURVEY CONTROL
 KV4530  ___________________________________________________________________
 KV4530* NAD 83(1996)-  40 34 37.25814(N)    074 00 01.94879(W)     ADJUSTED  
 KV4530* NAVD 88     -                                                        
 KV4530  ___________________________________________________________________
 KV4530  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KV4530  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4530
 KV4530  HORZ ORDER  -  THIRD
 KV4530
 KV4530.The horizontal coordinates were established by classical geodetic methods
 KV4530.and adjusted by the National Geodetic Survey in January 1999..
 KV4530
 KV4530
 KV4530.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4530
 KV4530.The geoid height was determined by GEOID03.
 KV4530
 KV4530;                    North         East     Units Scale Factor Converg.
 KV4530;SPC NY L     -    45,567.382   299,954.165   MT  1.00000620   -0 00 01.3
 KV4530;SPC NY L     -   149,498.99    984,099.62   sFT  1.00000620   -0 00 01.3
 KV4530;SPC NJ       -   193,699.867   192,285.393   MT  0.99992200   +0 19 29.6
 KV4530;SPC NJ       -   635,496.98    630,856.33   sFT  0.99992200   +0 19 29.6
 KV4530;SPC NY E     -   193,699.867   192,285.393   MT  0.99992200   +0 19 29.6
 KV4530;SPC NY E     -   635,496.98    630,856.33   sFT  0.99992200   +0 19 29.6
 KV4530;UTM  18      - 4,492,283.514   584,591.732   MT  0.99968808   +0 39 00.6
 KV4530
 KV4530                          SUPERSEDED SURVEY CONTROL
 KV4530
 KV4530  NAD 83(1986)-  40 34 37.25872(N)    074 00 01.94794(W) AD(       ) 4
 KV4530  NAD 27      -  40 34 36.87700(N)    074 00 03.44400(W) AD(       ) 3
 KV4530
 KV4530.Superseded values are not recommended for survey control.
 KV4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4530.See file dsdata.txt to determine how the superseded data were derived.
 KV4530
 KV4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8459292284(NAD 83)
 KV4530_MARKER: 62 = FLAGPOLE
 KV4530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4530+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 KV4530
 KV4530  HISTORY     - Date     Condition        Report By
 KV4530  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4530  HISTORY     - 20060616 GOOD             GEOCAC
 KV4530
 KV4530                          STATION DESCRIPTION
 KV4530
 KV4530'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4530'THE MIDDLE AND LARGEST OF THREE STEEL FLAGPOLES ATOP PUBLIC SCHOOL
 KV4530'188, ON THE S SIDE OF NEPTUNE AVENUE BETWEEN WEST 33RD AND 35TH
 KV4530'STREETS, NORTONS POINT.  THE BUILDING IS OF RED BRICK, FLAT-ROOFED.
 KV4530'
 KV4530'THE STATION IS THE POLE BASE, APPROXIMATELY 125 FEET ABOVE GROUND.
 KV4530
 KV4530                          STATION RECOVERY (2006)
 KV4530
 KV4530'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV4530'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4533 ***********************************************************************
 KV4533  DESIGNATION -  CONEY ISLAND PS 188 CHIMNEY
 KV4533  PID         -  KV4533
 KV4533  STATE/COUNTY-  NY/KINGS
 KV4533  USGS QUAD   -  THE NARROWS (1981)
 KV4533
 KV4533                         *CURRENT SURVEY CONTROL
 KV4533  ___________________________________________________________________
 KV4533* NAD 83(1996)-  40 34 35.61729(N)    074 00 01.63253(W)     ADJUSTED  
 KV4533* NAVD 88     -                                                        
 KV4533  ___________________________________________________________________
 KV4533  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 KV4533  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4533
 KV4533  HORZ ORDER  -  THIRD
 KV4533
 KV4533.The horizontal coordinates were established by classical geodetic methods
 KV4533.and adjusted by the National Geodetic Survey in January 1999..
 KV4533
 KV4533
 KV4533.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4533
 KV4533.The geoid height was determined by GEOID03.
 KV4533
 KV4533;                    North         East     Units Scale Factor Converg.
 KV4533;SPC NY L     -    45,516.768   299,961.603   MT  1.00000624   -0 00 01.1
 KV4533;SPC NY L     -   149,332.93    984,124.03   sFT  1.00000624   -0 00 01.1
 KV4533;SPC NJ       -   193,649.300   192,293.118   MT  0.99992201   +0 19 29.8
 KV4533;SPC NJ       -   635,331.08    630,881.67   sFT  0.99992201   +0 19 29.8
 KV4533;SPC NY E     -   193,649.300   192,293.118   MT  0.99992201   +0 19 29.8
 KV4533;SPC NY E     -   635,331.08    630,881.67   sFT  0.99992201   +0 19 29.8
 KV4533;UTM  18      - 4,492,233.003   584,599.741   MT  0.99968810   +0 39 00.7
 KV4533
 KV4533                          SUPERSEDED SURVEY CONTROL
 KV4533
 KV4533  NAD 83(1986)-  40 34 35.61785(N)    074 00 01.63171(W) AD(       ) 4
 KV4533  NAD 27      -  40 34 35.23600(N)    074 00 03.12800(W) AD(       ) 3
 KV4533
 KV4533.Superseded values are not recommended for survey control.
 KV4533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4533.See file dsdata.txt to determine how the superseded data were derived.
 KV4533
 KV4533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8460092233(NAD 83)
 KV4533_MARKER: 85 = CHIMNEY
 KV4533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4533+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 KV4533
 KV4533  HISTORY     - Date     Condition        Report By
 KV4533  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4533  HISTORY     - 1945     GOOD             CGS
 KV4533  HISTORY     - 20060616 GOOD             GEOCAC
 KV4533
 KV4533                          STATION DESCRIPTION
 KV4533
 KV4533'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4533'THE CHIMNEY RISING FROM THE BOILERHOUSE OF PUBLIC SCHOOL 188, ON
 KV4533'THE S SIDE OF NEPTUNE AVENUE BETWEEN WEST 33RD AND 35TH STREETS,
 KV4533'NORTONS POINT.  IT IS AN ORDINARY ROUND, RED BRICK TYPE.
 KV4533'
 KV4533'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4533'GROUND.
 KV4533
 KV4533                          STATION RECOVERY (1945)
 KV4533
 KV4533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KV4533'RECOVERED AS DESCRIBED.  STATION WAS NOT VISITED.  POSITION
 KV4533'CHECKED BY SEXTANT ANGLES.
 KV4533
 KV4533                          STATION RECOVERY (2006)
 KV4533
 KV4533'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV4533'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4881 ***********************************************************************
 KV4881  DESIGNATION -  CONFERENCE
 KV4881  PID         -  KV4881
 KV4881  STATE/COUNTY-  NY/RICHMOND
 KV4881  USGS QUAD   -  PERTH AMBOY (1981)
 KV4881
 KV4881                         *CURRENT SURVEY CONTROL
 KV4881  ___________________________________________________________________
 KV4881* NAD 83(1996)-  40 30 08.91333(N)    074 15 14.80546(W)     ADJUSTED  
 KV4881* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4881  ___________________________________________________________________
 KV4881  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KV4881  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4881
 KV4881  HORZ ORDER  -  THIRD
 KV4881
 KV4881.The horizontal coordinates were established by classical geodetic methods
 KV4881.and adjusted by the National Geodetic Survey in January 1999..
 KV4881
 KV4881.The orthometric height was scaled from a topographic map.
 KV4881
 KV4881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4881
 KV4881.The geoid height was determined by GEOID03.
 KV4881
 KV4881;                    North         East     Units Scale Factor Converg.
 KV4881;SPC NY L     -    37,321.224   278,459.979   MT  1.00001320   -0 09 58.4
 KV4881;SPC NY L     -   122,444.72    913,580.78   sFT  1.00001320   -0 09 58.4
 KV4881;SPC NJ       -   185,332.531   170,840.482   MT  0.99990534   +0 09 34.9
 KV4881;SPC NJ       -   608,045.15    560,499.15   sFT  0.99990534   +0 09 34.9
 KV4881;UTM  18      - 4,483,796.747   563,199.873   MT  0.99964916   +0 29 04.0
 KV4881
 KV4881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4881!SPC NY L     -   1.00000498  x   1.00001320  =   1.00001818
 KV4881!SPC NJ       -   1.00000498  x   0.99990534  =   0.99991032
 KV4881!UTM  18      -   1.00000498  x   0.99964916  =   0.99965414
 KV4881
 KV4881|---------------------------------------------------------------------|
 KV4881| PID    Reference Object                     Distance      Geod. Az  |
 KV4881|                                                           dddmmss.s |
 KV4881| CB5794 CONFERENCE RM 3                                    07656     |
 KV4881| CB5792 CONFERENCE RM 1                      18.235 METERS 08304     |
 KV4881| CB5793 CONFERENCE RM 2                      29.403 METERS 16943     |
 KV4881|---------------------------------------------------------------------|
 KV4881
 KV4881                          SUPERSEDED SURVEY CONTROL
 KV4881
 KV4881  NAD 83(1986)-  40 30 08.91461(N)    074 15 14.80191(W) AD(       ) 3
 KV4881  NAD 27      -  40 30 08.53244(N)    074 15 16.27977(W) AD(       ) 3
 KV4881
 KV4881.Superseded values are not recommended for survey control.
 KV4881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4881.See file dsdata.txt to determine how the superseded data were derived.
 KV4881
 KV4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6320083797(NAD 83)
 KV4881_MARKER: DS = TRIANGULATION STATION DISK
 KV4881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4881
 KV4881  HISTORY     - Date     Condition        Report By
 KV4881  HISTORY     - 1962     MONUMENTED       CGS
 KV4881  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV4881
 KV4881                          STATION DESCRIPTION
 KV4881
 KV4881'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4881'THE STATION IS LOCATED AT THE WEST EDGE OF STATEN ISLAND, AT THE END
 KV4881'OF HYLAN BOULEVARD.  IT IS 1 FOOT NORTH OF THE NORTH EDGE OF THE
 KV4881'SIDEWALK, 5 FEET SOUTHWEST OF A WITNESS POST, 41 FEET EAST OF THE
 KV4881'NORTHEAST CORNER OF THE CONFERENCE BUILDING, 49 FEET NORTH OF THE
 KV4881'CENTERLINE OF HYLAN BOULEVARD, 60 FEET NORTHWEST OF A POWER POLE AND
 KV4881'80 FEET EAST OF THE WATER-LINE.  THE MONUMENT IS FLUSH AND THE DISK
 KV4881'IS STAMPED ---CONFERENCE 1962---.
 KV4881'
 KV4881'TO REACH FROM THE TRAFFIC CIRCLE AT THE EAST END OF THE OUTERCROSSING
 KV4881'BRIDGE, GO SOUTH ON PAGE AVENUE FOR 1.25 MILES TO HYLAN BOULEVARD.
 KV4881'TURN RIGHT AND GO WEST ON HYLAN BOULEVARD FOR 1.2 MILES TO SATTERLEE
 KV4881'STREET AND R.M. 3 ON THE RIGHT IN THE NORTHWEST ANGLE OF THE INTER-
 KV4881'SECTION.  CONTINUE WEST ON HYLAN BOULEVARD FOR 0.1 MILE TO THE STATION
 KV4881'ON THE RIGHT.
 KV4881'
 KV4881'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 KV4881'HOLE IN THE SOUTH EDGE OF THE SIDEWALK.  IT IS 1 FOOT NORTH OF THE
 KV4881'STREET CURB, 1 FOOT SOUTHWEST OF A POWER POLE, 44 FEET NORTH OF THE
 KV4881'CENTERLINE OF HYLAN BOULEVARD AND 57 FEET SOUTHEAST OF THE WITNESS
 KV4881'POST.  THE DISK IS FLUSH AND IS STAMPED ---CONFERENCE NO 1 1962---.
 KV4881'
 KV4881'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 KV4881'HOLE IN THE NORTH EDGE OF THE SIDEWALK.  IT IS 1 FOOT SOUTH OF THE
 KV4881'SOUTH EDGE OF THE CURB, 35 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KV4881'CONFERENCE BUILDING, 44 FEET SOUTH OF THE CENTERLINE OF HYLAN
 KV4881'BOULEVARD AND 66 FEET WEST OF A POWER POLE.  THE DISK IS FLUSH AND
 KV4881'IS STAMPED ---CONFERENCE NO 2 1962---.
 KV4881'
 KV4881'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 KV4881'HOLE IN CURB IN THE NORTHWEST ANGLE OF THE INTERSECTION OF HYLAN
 KV4881'BOULEVARD AND SATTERLEE STREETS.  IT IS 10 FEET EAST OF A DEAD END
 KV4881'STREET SIGN, 21 FEET WEST OF THE CENTERLINE OF SATTERLEE STREET, 34
 KV4881'FEET NORTH OF THE CENTERLINE OF HYLAN BOULEVARD AND 55 FEET SOUTH OF
 KV4881'AN 18 INCH COTTONWOOD TREE.  THE DISK IS FLUSH AND IS STAMPED
 KV4881'---CONFERENCE NO 3 1962---.
 KV4881
 KV4881                          STATION RECOVERY (1991)
 KV4881
 KV4881'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 KV4881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3226 ***********************************************************************
 KU3226  DESIGNATION -  CONG
 KU3226  PID         -  KU3226
 KU3226  STATE/COUNTY-  NY/NASSAU
 KU3226  USGS QUAD   -  LYNBROOK (1969)
 KU3226
 KU3226                         *CURRENT SURVEY CONTROL
 KU3226  ___________________________________________________________________
 KU3226* NAD 83(1996)-  40 39 17.07550(N)    073 40 15.86189(W)     ADJUSTED  
 KU3226* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 KU3226  ___________________________________________________________________
 KU3226  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KU3226  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU3226
 KU3226  HORZ ORDER  -  FIRST
 KU3226
 KU3226.The horizontal coordinates were established by classical geodetic methods
 KU3226.and adjusted by the National Geodetic Survey in January 1999..
 KU3226
 KU3226.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3226
 KU3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3226
 KU3226.The geoid height was determined by GEOID03.
 KU3226
 KU3226;                    North         East     Units Scale Factor Converg.
 KU3226;SPC NY L     -    54,250.954   327,818.213   MT  1.00000068   +0 12 54.5
 KU3226;SPC NY L     -   177,988.34  1,075,516.92   sFT  1.00000068   +0 12 54.5
 KU3226;UTM  18      - 4,501,280.355   612,347.527   MT  0.99975536   +0 51 57.2
 KU3226
 KU3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3226!SPC NY L     -   0.99999981  x   1.00000068  =   1.00000049
 KU3226!UTM  18      -   0.99999981  x   0.99975536  =   0.99975517
 KU3226
 KU3226:                Primary Azimuth Mark                     Grid Az
 KU3226:SPC NY L     -  ROCKVILLE CENTRE ST AGNES CH             075 39 21.6
 KU3226:UTM  18      -  ROCKVILLE CENTRE ST AGNES CH             075 00 18.9
 KU3226
 KU3226|---------------------------------------------------------------------|
 KU3226| PID    Reference Object                     Distance      Geod. Az  |
 KU3226|                                                           dddmmss.s |
 KU3226| KU3281 ROCKVILLE CENTRE ST AGNES CH        APPROX. 2.2 KM 0755216.1 |
 KU3226| CB6699 CONG EAST RM 1                                     07603     |
 KU3226| KU3276 ROCKVILLE CENTRE EAST TANK          APPROX. 2.6 KM 0805338.5 |
 KU3226| KU3228 ROCKVILLE CENTRE WEST TANK          APPROX. 1.3 KM 0831121.1 |
 KU3226| KU3259 HEWLETT ST JOSEPH CH NE DOME        APPROX. 2.8 KM 2373720.5 |
 KU3226| KU3245 HEWLETT SCHOOL CUPOLA               APPROX. 2.2 KM 2403113.0 |
 KU3226| CB6702 CONG WEST RM 2                                     28224     |
 KU3226| KU3250 VALLEY STREAM HOLY NAME CH          APPROX. 2.3 KM 2883716.4 |
 KU3226| KU3261 VALLEY STREAM GRACE METH CH         APPROX. 2.8 KM 2942355.8 |
 KU3226| KU3262 VALLEY STREAM HIGH SCHOOL DOME      APPROX. 3.0 KM 3052557.5 |
 KU3226|---------------------------------------------------------------------|
 KU3226
 KU3226                          SUPERSEDED SURVEY CONTROL
 KU3226
 KU3226  NAD 83(1996)-  40 39 17.07877(N)    073 40 15.86089(W) AD(       ) 1
 KU3226  NAD 83(1992)-  40 39 17.07875(N)    073 40 15.86083(W) AD(       ) 1
 KU3226  NAD 83(1986)-  40 39 17.07876(N)    073 40 15.86108(W) AD(       ) 1
 KU3226  NAD 27      -  40 39 16.70688(N)    073 40 17.38907(W) AD(       ) 1
 KU3226  NGVD 29 (07/19/86)   33.3    (m)          109.     (f) VERT ANG       
 KU3226
 KU3226.Superseded values are not recommended for survey control.
 KU3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3226.See file dsdata.txt to determine how the superseded data were derived.
 KU3226
 KU3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1234801280(NAD 83)
 KU3226_MARKER: DS = TRIANGULATION STATION DISK
 KU3226_SETTING: 0 = UNSPECIFIED SETTING
 KU3226
 KU3226  HISTORY     - Date     Condition        Report By
 KU3226  HISTORY     - 1965     MONUMENTED       CGS
 KU3226
 KU3226                          STATION DESCRIPTION
 KU3226
 KU3226'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3226'THE STATION IS LOCATED ON THE ROOF OF THE ELEVATOR SHAFT
 KU3226'BUILDING ON THE 7 STORY CONGRESSIONAL BUILDING IN
 KU3226'LYNBROOK.  THIS BUILDING IS WHITE AND IS LOCATED AT 381
 KU3226'SUNRISE HIGHWAY.  IT IS THE LARGEST BUILDING IN
 KU3226'LYNBROOK.  THERE IS A SMALL WATER TANK MOUNTED ON THE ROOF
 KU3226'THAT IS LOCATED AT THE NORTHEAST CORNER OF THE EXTENDED
 KU3226'PORTION OF THE ROOF THAT THE STATION IS ON.  THE BUILDING
 KU3226'IS OWNED BY MR. MURRAY H. MILLER.
 KU3226'
 KU3226'THE STATION MARK IS A STANDARD DISK WITH THE SHANK
 KU3226'REMOVED AND IS CEMENTED TO THE ROOF OF THE ELEVATOR SHAFT
 KU3226'BUILDING WITH ROOFING TAR AND PROTECTED BY A CAPPED PIECE
 KU3226'OF COPPER STOVE PIPE (LINCOLN HAT) WHICH IS TARRED TO THE
 KU3226'ROOF AROUND THE MARK.  THE DISK IS STAMPED CONG 1965.  IT
 KU3226'IS 14.1 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 KU3226'ELEVATOR SHAFT, 13.2 FEET SOUTHEAST OF THE NORTHWEST CORNER
 KU3226'OF THE ELEVATOR SHAFT, 11.6 FEET SOUTHWEST OF THE SOUTHWEST
 KU3226'LEG OF THE WATER TANK.
 KU3226'
 KU3226'A TRAVERSE WAS MADE TO THE CENTER OF THE CONGRESSIONAL
 KU3226'BUILDING WATER TANK.  IT IS 17.13 FEET, 5.220 METERS
 KU3226'NORTHEAST OF THE STATION.
 KU3226'
 KU3226'CONG EAST, LOCATED 0.65 MILE EAST IN THE MEDIAN OF THE
 KU3226'SUNRISE HIGHWAY AND CONG WEST, LOCATED 0.65 MILE WEST IN
 KU3226'THE MEDIAN OF THE SUNRISE HIGHWAY WILL SERVE AS AZIMUTH
 KU3226'MARKS FOR THIS STATION.
 KU3226'
 KU3226'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3230 ***********************************************************************
 KU3230  DESIGNATION -  CONG EAST
 KU3230  PID         -  KU3230
 KU3230  STATE/COUNTY-  NY/NASSAU
 KU3230  USGS QUAD   -  LYNBROOK (1969)
 KU3230
 KU3230                         *CURRENT SURVEY CONTROL
 KU3230  ___________________________________________________________________
 KU3230* NAD 83(1996)-  40 39 25.03858(N)    073 39 33.02588(W)     ADJUSTED  
 KU3230* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 KU3230  ___________________________________________________________________
 KU3230  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 KU3230  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KU3230
 KU3230  HORZ ORDER  -  SECOND
 KU3230
 KU3230.The horizontal coordinates were established by classical geodetic methods
 KU3230.and adjusted by the National Geodetic Survey in January 1999..
 KU3230
 KU3230.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3230
 KU3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3230
 KU3230.The geoid height was determined by GEOID03.
 KU3230
 KU3230;                    North         East     Units Scale Factor Converg.
 KU3230;SPC NY L     -    54,500.432   328,823.572   MT  1.00000055   +0 13 22.5
 KU3230;SPC NY L     -   178,806.83  1,078,815.34   sFT  1.00000055   +0 13 22.5
 KU3230;UTM  18      - 4,501,541.172   613,349.743   MT  0.99975814   +0 52 25.2
 KU3230
 KU3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3230!SPC NY L     -   1.00000395  x   1.00000055  =   1.00000450
 KU3230!UTM  18      -   1.00000395  x   0.99975814  =   0.99976209
 KU3230
 KU3230:                Primary Azimuth Mark                     Grid Az
 KU3230:SPC NY L     -  ROCKVILLE CENTRE EAST TANK               083 40 57.5
 KU3230:UTM  18      -  ROCKVILLE CENTRE EAST TANK               083 01 54.8
 KU3230
 KU3230|---------------------------------------------------------------------|
 KU3230| PID    Reference Object                     Distance      Geod. Az  |
 KU3230|                                                           dddmmss.s |
 KU3230| KU3276 ROCKVILLE CENTRE EAST TANK          APPROX. 1.6 KM 0835420.0 |
 KU3230| KU3228 ROCKVILLE CENTRE WEST TANK          266.526 METERS 11105     |
 KU3230| CB6700 CONG EAST RM 2                       10.660 METERS 25627     |
 KU3230| KU3227 LYNBROOK CONGRESSIONAL BLDG TK      APPROX. 1.0 KM 2562704.3 |
 KU3230| CB6699 CONG EAST RM 1                        3.996 METERS 34617     |
 KU3230|---------------------------------------------------------------------|
 KU3230
 KU3230                          SUPERSEDED SURVEY CONTROL
 KU3230
 KU3230  NAD 83(1996)-  40 39 25.04185(N)    073 39 33.02487(W) AD(       ) 2
 KU3230  NAD 83(1992)-  40 39 25.04182(N)    073 39 33.02480(W) AD(       ) 2
 KU3230  NAD 83(1986)-  40 39 25.04185(N)    073 39 33.02508(W) AD(       ) 2
 KU3230  NAD 27      -  40 39 24.67044(N)    073 39 34.55467(W) AD(       ) 2
 KU3230  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 KU3230
 KU3230.Superseded values are not recommended for survey control.
 KU3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3230.See file dsdata.txt to determine how the superseded data were derived.
 KU3230
 KU3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1335001541(NAD 83)
 KU3230_MARKER: DS = TRIANGULATION STATION DISK
 KU3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3230
 KU3230  HISTORY     - Date     Condition        Report By
 KU3230  HISTORY     - 1966     MONUMENTED       CGS
 KU3230
 KU3230                          STATION DESCRIPTION
 KU3230
 KU3230'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3230'THE STATION IS LOCATED ABOUT 1-1/4 MILES WEST OF
 KU3230'ROCKVILLE CENTER, 0.6 MILE EAST OF LYNBROOK, IN THE MEDIAN
 KU3230'STRIP OF SUNRISE HIGHWAY (STATE HIGHWAY 27) AND ON PROPERTY
 KU3230'OF THE STATE.
 KU3230'
 KU3230'TO REACH THE STATION FROM THE INTERSECTION OF ATLANTIC
 KU3230'AVENUE AND SUNRISE HIGHWAY (STATE HIGHWAY 27) IN LYNBROOK,
 KU3230'GO EAST ON SUNRISE HIGHWAY FOR 0.6 MILE TO THE STATION
 KU3230'ON THE LEFT IN THE CENTER OF MEDIAN STRIP.
 KU3230'
 KU3230'THE STATION MARK IS A STANDARD DISK STAMPED CONG EAST 1965,
 KU3230'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3230'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT
 KU3230'IS 70.1 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 KU3230'SUNRISE HIGHWAY AND LAKEWOOD BLVD., 48.5 FEET WEST OF THE
 KU3230'WEST LEG OF SIGN WITH ARROW POINTING TO THE EAST, 15.4 FEET
 KU3230'NORTH OF THE NORTH CURB OF THE MEDIAN STRIP OF SUNRISE
 KU3230'HIGHWAY AND 14.7 FEET SOUTH OF THE SOUTH CURB OF THE
 KU3230'MEDIAN STRIP OF SUNRISE HIGHWAY.
 KU3230'
 KU3230'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONG EAST
 KU3230'NO 1 1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU3230'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 KU3230'IS 54 FEET NORTHWEST OF THE WEST LEG OF SIGN WITH ARROW
 KU3230'POINTING TO THE EAST, 28.5 FEET NORTH OF THE NORTH CURB
 KU3230'OF THE MEDIAN STRIP OF SUNRISE HIGHWAY AND 1.6 FEET
 KU3230'SOUTH OF THE SOUTH CURB OF SUNRISE HIGHWAY.
 KU3230'
 KU3230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONG EAST NO
 KU3230'2 1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU3230'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KU3230'GROUND.  IT IS 82.5 FEET WEST OF THE WEST LEG OF THE SIGN
 KU3230'WITH ARROW POINTING TO THE EAST, 17.3 FEET SOUTH OF THE
 KU3230'SOUTH CURB OF THE MEDIAN STRIP OF SUNRISE HIGHWAY AND 12.4
 KU3230'FEET NORTH OF THE NORTH CURB OF THE MEDIAN STRIP OF
 KU3230'SUNRISE HIGHWAY.
 KU3230'
 KU3230'HEIGHT OF LIGHT ABOVE STATION MARK 0.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3240 ***********************************************************************
 KU3240  DESIGNATION -  CONG WEST
 KU3240  PID         -  KU3240
 KU3240  STATE/COUNTY-  NY/NASSAU
 KU3240  USGS QUAD   -  LYNBROOK (1969)
 KU3240
 KU3240                         *CURRENT SURVEY CONTROL
 KU3240  ___________________________________________________________________
 KU3240* NAD 83(1996)-  40 39 24.41297(N)    073 40 58.71301(W)     ADJUSTED  
 KU3240* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 KU3240  ___________________________________________________________________
 KU3240  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 KU3240  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU3240
 KU3240  HORZ ORDER  -  SECOND
 KU3240
 KU3240.The horizontal coordinates were established by classical geodetic methods
 KU3240.and adjusted by the National Geodetic Survey in January 1999..
 KU3240
 KU3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3240
 KU3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3240
 KU3240.The geoid height was determined by GEOID03.
 KU3240
 KU3240;                    North         East     Units Scale Factor Converg.
 KU3240;SPC NY L     -    54,473.576   326,810.724   MT  1.00000056   +0 12 26.5
 KU3240;SPC NY L     -   178,718.72  1,072,211.52   sFT  1.00000056   +0 12 26.5
 KU3240;UTM  18      - 4,501,491.468   611,337.823   MT  0.99975258   +0 51 29.4
 KU3240
 KU3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3240!SPC NY L     -   1.00000388  x   1.00000056  =   1.00000444
 KU3240!UTM  18      -   1.00000388  x   0.99975258  =   0.99975646
 KU3240
 KU3240|---------------------------------------------------------------------|
 KU3240| PID    Reference Object                     Distance      Geod. Az  |
 KU3240|                                                           dddmmss.s |
 KU3240| CB6701 CONG WEST RM 1                        9.301 METERS 10113     |
 KU3240| KU3227 LYNBROOK CONGRESSIONAL BLDG TK      APPROX. 1.0 KM 1022451.8 |
 KU3240| CB6702 CONG WEST RM 2                        5.023 METERS 19249     |
 KU3240|---------------------------------------------------------------------|
 KU3240
 KU3240                          SUPERSEDED SURVEY CONTROL
 KU3240
 KU3240  NAD 83(1996)-  40 39 24.41626(N)    073 40 58.71200(W) AD(       ) 2
 KU3240  NAD 83(1992)-  40 39 24.41623(N)    073 40 58.71195(W) AD(       ) 2
 KU3240  NAD 83(1986)-  40 39 24.41623(N)    073 40 58.71220(W) AD(       ) 2
 KU3240  NAD 27      -  40 39 24.04400(N)    073 41 00.23890(W) AD(       ) 2
 KU3240  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 KU3240
 KU3240.Superseded values are not recommended for survey control.
 KU3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3240.See file dsdata.txt to determine how the superseded data were derived.
 KU3240
 KU3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1133801491(NAD 83)
 KU3240_MARKER: DS = TRIANGULATION STATION DISK
 KU3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3240
 KU3240  HISTORY     - Date     Condition        Report By
 KU3240  HISTORY     - 1965     MONUMENTED       CGS
 KU3240
 KU3240                          STATION DESCRIPTION
 KU3240
 KU3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3240'THE STATION IS LOCATED IN THE MEDIAN OF THE SUNRISE HIGHWAY
 KU3240'(STATE HIGHWAY 27) 0.65 MILE WEST OF THE CONGRESSIONAL
 KU3240'BUILDING WHICH IS ON THE SOUTH SIDE OF SUNRISE HIGHWAY
 KU3240'JUST WEST OF WHERE THE RAILROAD CROSSES OVER THE HIGHWAY
 KU3240'AND IS 0.3 MILE WEST OF THE JUNCTION OF THE SUNRISE HIGHWAY
 KU3240'AND PENINSULA BOULEVARD IN LYNBROOK.
 KU3240'
 KU3240'THE STATION MARK IS A STANDARD DISK STAMPED CONG WEST
 KU3240'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU3240'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 103.7 FEET
 KU3240'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BUILDING
 KU3240'WITH A GLASS FRONT, 20.2 FEET NORTH OF THE SOUTH CURB OF
 KU3240'THE MEDIAN AND 15.1 FEET SOUTH OF THE NORTH CURB OF THE
 KU3240'MEDIAN.
 KU3240'
 KU3240'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONG WEST
 KU3240'NO 1 1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KU3240'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 KU3240'19.0 FEET NORTH OF THE SOUTH CURB OF THE MEDIAN AND 15.7
 KU3240'FEET SOUTH OF THE NORTH CURB OF THE MEDIAN.
 KU3240'
 KU3240'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONG WEST
 KU3240'NO 2 1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KU3240'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 31.7 FEET
 KU3240'SOUTH OF THE NORTH CURB OF THE MEDIAN AND 3.7 FEET NORTH
 KU3240'OF THE SOUTH CURB OF THE MEDIAN.
 KU3240'
 KU3240'HEIGHT OF LIGHT ABOVE STATION MARK 0.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2566 ***********************************************************************
 KU2566  DESIGNATION -  CONICAL TOWER FINIAL
 KU2566  PID         -  KU2566
 KU2566  STATE/COUNTY-  NY/SUFFOLK
 KU2566  USGS QUAD   -  NORTHPORT (1979)
 KU2566
 KU2566                         *CURRENT SURVEY CONTROL
 KU2566  ___________________________________________________________________
 KU2566* NAD 83(1996)-  40 55 41.62047(N)    073 21 46.98200(W)     ADJUSTED  
 KU2566* NAVD 88     -                                                        
 KU2566  ___________________________________________________________________
 KU2566  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KU2566  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 KU2566
 KU2566  HORZ ORDER  -  THIRD
 KU2566
 KU2566.The horizontal coordinates were established by classical geodetic methods
 KU2566.and adjusted by the National Geodetic Survey in January 1999..
 KU2566
 KU2566
 KU2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2566
 KU2566.The geoid height was determined by GEOID03.
 KU2566
 KU2566;                    North         East     Units Scale Factor Converg.
 KU2566;SPC NY L     -    84,764.104   353,647.252   MT  0.99999583   +0 24 59.8
 KU2566;SPC NY L     -   278,096.90  1,160,257.69   sFT  0.99999583   +0 24 59.8
 KU2566;SPC CT       -   163,122.173   253,164.019   MT  1.00003858   -0 24 23.4
 KU2566;SPC CT       -   535,176.66    830,588.95   sFT  1.00003858   -0 24 23.4
 KU2566;UTM  18      - 4,532,079.702   637,821.879   MT  0.99983379   +1 04 21.2
 KU2566
 KU2566                          SUPERSEDED SURVEY CONTROL
 KU2566
 KU2566  NAD 83(1996)-  40 55 41.62297(N)    073 21 46.98141(W) AD(       ) 4
 KU2566  NAD 83(1992)-  40 55 41.62234(N)    073 21 46.97954(W) AD(       ) 4
 KU2566  NAD 83(1986)-  40 55 41.62419(N)    073 21 46.98260(W) AD(       ) 4
 KU2566  NAD 27      -  40 55 41.27300(N)    073 21 48.56800(W) AD(       ) 3
 KU2566
 KU2566.Superseded values are not recommended for survey control.
 KU2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2566.See file dsdata.txt to determine how the superseded data were derived.
 KU2566
 KU2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3782232080(NAD 83)
 KU2566_MARKER: 82 = FINIAL
 KU2566
 KU2566  HISTORY     - Date     Condition        Report By
 KU2566  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2566
 KU2566                          STATION DESCRIPTION
 KU2566
 KU2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2566'STATION IS THE TOWER OF A SUMMER COTTAGE, NEARLY 1/4 MILE NW OF
 KU2566'STATION CARTER, ON ASHAROKEN BEACH (FORMERLY CALLED EAST BEACH)
 KU2566'BETWEEN NORTHPORT AND EATON NECK.  THIS TOWER IS DISTINGUISHED
 KU2566'FROM ANOTHER, VERY NEAR IT, BY A SPIKE OR FINIAL UPON THE APEX OF
 KU2566'THE CONE, WHILE THE OTHER HAS NO SUCH ADDITION.
 KU2566'
 KU2566'COMPARE DESCRIPTION OF CONICAL TOWER (PLAIN).
 KU2566'
 KU2566'STATION CARTER IS DISTANT 355.7 METERS IN BEARING S 38 DEG 17 MIN
 KU2566'29 SEC E. AND STATION STEWART IS 1916.4 METERS IN BEARING S 31 DEG
 KU2566'8 MIN 29 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1732 ***********************************************************************
 OF1732  DESIGNATION -  CONKEY 1925
 OF1732  PID         -  OF1732
 OF1732  STATE/COUNTY-  NY/MONROE
 OF1732  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1732
 OF1732                         *CURRENT SURVEY CONTROL
 OF1732  ___________________________________________________________________
 OF1732* NAD 83(1996)-  43 10 29.17156(N)    077 37 10.24025(W)     ADJUSTED  
 OF1732* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 OF1732  ___________________________________________________________________
 OF1732  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OF1732  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OF1732
 OF1732  HORZ ORDER  -  SECOND
 OF1732
 OF1732.The horizontal coordinates were established by classical geodetic methods
 OF1732.and adjusted by the National Geodetic Survey in January 1999..
 OF1732
 OF1732.The orthometric height was scaled from a topographic map.
 OF1732
 OF1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1732
 OF1732.The geoid height was determined by GEOID03.
 OF1732
 OF1732;                    North         East     Units Scale Factor Converg.
 OF1732;SPC NY W     -   353,035.778   428,363.222   MT  1.00001301   +0 39 34.2
 OF1732;SPC NY W     - 1,158,251.55  1,405,388.34   sFT  1.00001301   +0 39 34.2
 OF1732;UTM  18      - 4,783,554.354   287,089.264   MT  1.00015767   -1 47 34.8
 OF1732
 OF1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1732!SPC NY W     -   0.99998586  x   1.00001301  =   0.99999887
 OF1732!UTM  18      -   0.99998586  x   1.00015767  =   1.00014352
 OF1732
 OF1732:                Primary Azimuth Mark                     Grid Az
 OF1732:SPC NY W     -  VOELKER 1925                             087 51 45.7
 OF1732:UTM  18      -  VOELKER 1925                             090 18 54.7
 OF1732
 OF1732|---------------------------------------------------------------------|
 OF1732| PID    Reference Object                     Distance      Geod. Az  |
 OF1732|                                                           dddmmss.s |
 OF1732| OF1736 VOELKER 1925                        APPROX. 0.5 KM 0883119.9 |
 OF1732|---------------------------------------------------------------------|
 OF1732
 OF1732                          SUPERSEDED SURVEY CONTROL
 OF1732
 OF1732  NAD 83(1986)-  43 10 29.17920(N)    077 37 10.23878(W) AD(       ) 2
 OF1732  NAD 27      -  43 10 28.95600(N)    077 37 11.23300(W) AD(       ) 2
 OF1732
 OF1732.Superseded values are not recommended for survey control.
 OF1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1732.See file dsdata.txt to determine how the superseded data were derived.
 OF1732
 OF1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8708983554(NAD 83)
 OF1732
 OF1732  HISTORY     - Date     Condition        Report By
 OF1732  HISTORY     - 1925     MONUMENTED       CGS
 OF1732  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1732  HISTORY     - 19980417 GOOD             USPSQD
 OF1732
 OF1732                          STATION DESCRIPTION
 OF1732
 OF1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1732'IN ROCHESTER, IN THE SIDEWALK AT THE NORTHEAST CORNER OF CONKEY
 OF1732'AND CLIFFORD AVENUES, 0.56 METER NORTH OF THE NORTH CURB OF
 OF1732'CLIFFORD AVENUE, 3.16 METERS SOUTHWEST OF THE SOUTHWEST CORNER
 OF1732'OF A STORE BUILDING AT NO.82 CONKEY AVENUE, 1.88 METERS SOUTH
 OF1732'OF AN R.C.S. MARK IN THE SIDEWALK, AND 5.45 METERS SOUTHEAST OF
 OF1732'A CONCRETE LAMP POST ON THE EAST SIDE OF CONKEY AVENUE.  STATION
 OF1732'IS SET AS DESCRIBED IN NOTE D-1.
 OF1732
 OF1732                          STATION RECOVERY (1977)
 OF1732
 OF1732'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1732'CONKEY GOOD.
 OF1732
 OF1732                          STATION RECOVERY (1998)
 OF1732
 OF1732'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5588 ***********************************************************************
 LX5588  CBN         -  This is a Cooperative Base Network Control Station.
 LX5588  DESIGNATION -  CONKLIN 2
 LX5588  PID         -  LX5588
 LX5588  STATE/COUNTY-  NY/SUFFOLK
 LX5588  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5588
 LX5588                         *CURRENT SURVEY CONTROL
 LX5588  ___________________________________________________________________
 LX5588* NAD 83(1996)-  41 00 50.22536(N)    072 00 22.36962(W)     ADJUSTED  
 LX5588* NAVD 88     -        41.1    (meters)     135.     (feet)  GPS OBS   
 LX5588  ___________________________________________________________________
 LX5588  X           -   1,488,835.585 (meters)                     COMP
 LX5588  Y           -  -4,583,856.225 (meters)                     COMP
 LX5588  Z           -   4,163,598.891 (meters)                     COMP
 LX5588  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LX5588  ELLIP HEIGHT-           9.89  (meters)          (09/18/02) GPS OBS
 LX5588  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX5588
 LX5588  HORZ ORDER  -  A
 LX5588  ELLP ORDER  -  FOURTH    CLASS II
 LX5588
 LX5588.The horizontal coordinates were established by GPS observations
 LX5588.and adjusted by the National Geodetic Survey in September 2002..
 LX5588
 LX5588.The orthometric height was determined by GPS observations and a
 LX5588.high-resolution geoid model.
 LX5588
 LX5588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX5588
 LX5588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5588
 LX5588.The ellipsoidal height was determined by GPS observations
 LX5588.and is referenced to NAD 83.
 LX5588
 LX5588.The geoid height was determined by GEOID03.
 LX5588
 LX5588;                    North         East     Units Scale Factor Converg.
 LX5588;SPC NY L     -    95,997.474   467,697.544   MT  0.99999898   +1 18 14.8
 LX5588;SPC NY L     -   314,951.71  1,534,437.69   sFT  0.99999898   +1 18 14.8
 LX5588;UTM  18      - 4,544,624.048   751,745.001   MT  1.00038008   +1 57 56.5
 LX5588;UTM  19      - 4,544,659.994   247,209.841   MT  1.00038657   -1 58 25.9
 LX5588
 LX5588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5588!SPC NY L     -   0.99999845  x   0.99999898  =   0.99999743
 LX5588!UTM  18      -   0.99999845  x   1.00038008  =   1.00037853
 LX5588!UTM  19      -   0.99999845  x   1.00038657  =   1.00038502
 LX5588
 LX5588:                Primary Azimuth Mark                     Grid Az
 LX5588:SPC NY L     -  HITHER HILLS FAA NW RADIO TWR            050 52 46.2
 LX5588:UTM  18      -  HITHER HILLS FAA NW RADIO TWR            050 13 04.5
 LX5588:UTM  19      -  HITHER HILLS FAA NW RADIO TWR            054 09 26.9
 LX5588
 LX5588|---------------------------------------------------------------------|
 LX5588| PID    Reference Object                     Distance      Geod. Az  |
 LX5588|                                                           dddmmss.s |
 LX5588| LW3213 HITHER HILLS FAA NW RADIO TWR       APPROX. 3.3 KM 0521101.0 |
 LX5588| LW3201 HITHER HILLS FAA SE RADIO TWR       APPROX. 3.3 KM 0524615.1 |
 LX5588| CZ7218 CONKLIN 2 RM 2                       16.838 METERS 05402     |
 LX5588| LW3173 MONTAUK RADAR DOME                  APPROX.12.3 KM 0640200.8 |
 LX5588| LW3221 MONTAUK TALL BUILDING CHIMNEY       APPROX. 5.7 KM 0644736.6 |
 LX5588| LX0359 PAST                                385.094 METERS 13101     |
 LX5588| CZ7217 CONKLIN 2 RM 1                       22.423 METERS 14350     |
 LX5588| LX0356 PARKET                              425.373 METERS 1900602.4 |
 LX5588| CZ7216 CONKLIN 2 RM 3 AZIMUTH                             2432934.8 |
 LX5588| KU4160 AMAGANSETT WEST WIRELESS MAST       APPROX.11.2 KM 2452737.0 |
 LX5588| KU4129 NAPEAGUE RADIO WSL EAST MAST        APPROX. 4.2 KM 2454724.5 |
 LX5588| KU4128 NAPEAGUE RADIO WSL WEST MAST        APPROX. 4.5 KM 2455716.7 |
 LX5588| LX5607 AMAGANSETT BROADVIEW EST S TK       APPROX. 9.8 KM 2632943.4 |
 LX5588| CZ7219 CONKLIN 2 RM 4                        7.766 METERS 31047     |
 LX5588|---------------------------------------------------------------------|
 LX5588
 LX5588                          SUPERSEDED SURVEY CONTROL
 LX5588
 LX5588  NAD 83(1996)-  41 00 50.23236(N)    072 00 22.36492(W) AD(       ) 1
 LX5588  ELLIP H (01/11/99)    9.86   (m)                       GP(       ) 4 1
 LX5588  NAD 83(1996)-  41 00 50.23239(N)    072 00 22.36492(W) AD(       ) 1
 LX5588  NAD 83(1992)-  41 00 50.23075(N)    072 00 22.36389(W) AD(       ) 1
 LX5588  NAD 83(1986)-  41 00 50.23174(N)    072 00 22.37222(W) AD(       ) 1
 LX5588  NAD 27      -  41 00 49.87102(N)    072 00 24.11125(W) AD(       ) 1
 LX5588  NGVD 29 (03/22/89)   41.2    (m)          135.     (f) GPS OBS        
 LX5588
 LX5588.Superseded values are not recommended for survey control.
 LX5588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5588.See file dsdata.txt to determine how the superseded data were derived.
 LX5588
 LX5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5174544624(NAD 83)
 LX5588_MARKER: DD = SURVEY DISK
 LX5588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5588_SP_SET: CONCRETE POST
 LX5588_STAMPING: CONKLIN 2 1932
 LX5588_MARK LOGO: NYDPW 
 LX5588_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5588+STABILITY: SURFACE MOTION
 LX5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5588+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 LX5588
 LX5588  HISTORY     - Date     Condition        Report By
 LX5588  HISTORY     - 1931     MONUMENTED       NYDPW
 LX5588  HISTORY     - 1931     GOOD             CGS
 LX5588  HISTORY     - 1931     GOOD             NYDPW
 LX5588  HISTORY     - 1932     GOOD             CGS
 LX5588  HISTORY     - 1933     GOOD             CGS
 LX5588  HISTORY     - 1933     GOOD             CGS
 LX5588  HISTORY     - 1940     GOOD             CGS
 LX5588  HISTORY     - 1943     GOOD             CGS
 LX5588  HISTORY     - 1960     GOOD             CGS
 LX5588  HISTORY     - 1962     GOOD             CGS
 LX5588  HISTORY     - 1962     GOOD             CGS
 LX5588  HISTORY     - 1965     GOOD             CGS
 LX5588  HISTORY     - 1965     GOOD             CGS
 LX5588  HISTORY     - 1972     GOOD             LOCENG
 LX5588  HISTORY     - 1979     GOOD             NGS
 LX5588  HISTORY     - 19880518 GOOD             NGS
 LX5588  HISTORY     - 19910618 GOOD             NOS
 LX5588  HISTORY     - 19940720 GOOD             NYDPW
 LX5588  HISTORY     - 20010816 GOOD             NGS
 LX5588
 LX5588                          STATION DESCRIPTION
 LX5588
 LX5588'DESCRIBED BY NY DEPT OF PUB WORKS 1931
 LX5588'EXTRACTS FROM LETTER FROM STATE OF NEW YORK DEPARTMENT OF PUBLIC
 LX5588'WORKS DATED JANUARY 29, 1932--
 LX5588'
 LX5588'OUR FIELD PARTY AT MONTAUK COMPLETED, IN DECEMBER 1931, THE
 LX5588'RELOCATION AND REFERENCING OF YOUR TRIANGULATION STATION CONKLIN
 LX5588'WHICH IT WAS NECESSARY TO MOVE DUE TO STATE HIGHWAY CONSTRUCTION
 LX5588'IN THAT VICINITY.
 LX5588'
 LX5588'THE STATION IS LOCATED 700 FEET WESTERLY FROM THE EASTERLY
 LX5588'BOUNDARY LINE OF HITHER HILLS STATE PARK AND ABOUT 400 YARDS
 LX5588'NORTHWESTERLY FROM A SMALL STUCCO STATE PARK STATION.  IT IS ON
 LX5588'THE HIGHEST GROUND IN THAT VICINITY AND IS ABOUT 35 FEET DISTANT
 LX5588'NORTHERLY FROM A NEW CONCRETE HIGHWAY.  THE MONUMENT IS OF
 LX5588'CONCRETE, ABOUT 3 FEET IN DIAMETER AND 3 FEET DEEP, PROJECTING
 LX5588'ABOUT 4 INCHES.  THE LOWER MARK IS SET IN A CONCRETE SLAB ABOUT
 LX5588'6 INCHES THICK, ABOUT 3-1/2 FEET BELOW GROUND SURFACE.  THE
 LX5588'STANDARD DISKS ARE MARKED CONKLIN NO.2, 1931.
 LX5588'
 LX5588'REFERENCE MARK NO.1-DISTANT 55.27 FEET.
 LX5588'STANDARD DISK IN 3 1/2-INCH IRON PIPE 3 FEET LONG
 LX5588'EMBEDDED IN CONCRETE AND PROJECTING 2 INCHES.  IT IS 50 + OR -
 LX5588'N OF THE CONCRETE ROAD AND IS 2 FEET + OR - LOWER THAN THE
 LX5588'STATION.
 LX5588'
 LX5588'REFERENCE MARK NO.2-DISTANT 73.49 FEET.
 LX5588'IT IS STANDARD DISK IN 3 1/2-INCH IRON PIPE, 3 FEET
 LX5588'LONG EMBEDDED IN CONCRETE AND PROJECTING 2 INCHES.  IT IS 40 + OR -
 LX5588'FEET S OF CONCRETE ROAD AND IS 3 FEET + OR - LOWER THAN THE
 LX5588'STATION.
 LX5588
 LX5588                          STATION RECOVERY (1931)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LX5588'THIS STATION WAS EVIDENTLY RE-MARKED VERY RECENTLY BY NEW YORK
 LX5588'HIGHWAY DEPARTMENT WHEN NEW HIGHWAY WAS BUILT.  NO DESCRIPTION
 LX5588'AVAILABLE WHEN RECOVERY WAS MADE.  ON N SIDE OF NEW HIGHWAY,
 LX5588'ON STATE PARK PROPERTY.  AT TURN
 LX5588'TO N, AT STEEP GRADE, JUST E OF PARKING SPACE ON N SIDE OF ROAD
 LX5588'AND 1 MILE E OF JUNCTION WITH OLD HIGHWAY STATION CENTER MARK IN
 LX5588'CONCRETE, AT GROUND SURFACE.  STATION CENTER MARK DISTANCE N OF
 LX5588'ROAD CENTER 10.44 METERS.  REFERENCE MARK NO.1 IS A STANDARD
 LX5588'ARROW DISK IN TILE.  DISTANCE FROM STATION, 22.41 METERS.
 LX5588'DISTANCE S FROM ROAD CENTER, 9.68 METERS.  REFERENCE MARK NO.2 IS
 LX5588'A STANDARD ARROW DISK IN TILE.  DISTANCE FROM STATION,
 LX5588'16.85 METERS.  DISTANCE N FROM ROAD CENTER 17.99 METERS.
 LX5588'
 LX5588'THE FOLLOWING MAGNETIC AZIMUTHS TAKEN FROM STATION TO REFERENCE
 LX5588'MARKS--- REFERENCE MARK NO.1, 158 DEGREES, REFERENCE MARK NO.2,
 LX5588'66 DEGREES.
 LX5588
 LX5588                          STATION RECOVERY (1931)
 LX5588
 LX5588'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1931
 LX5588'RECOVERED IN GOOD CONDITION.
 LX5588
 LX5588                          STATION RECOVERY (1932)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX5588'ABOUT 4 MILES W OF MONTAUK AND 7.7 MILES E OF THE TOWN SQUARE OF
 LX5588'AMAGANSETT, ON THE N SIDE OF HIGHWAY NO.27, 7.7 MILES FROM
 LX5588'PROMINENT FLAGPOLE IN THE TOWN SQUARE.  AT THE STATION SITE THE
 LX5588'HIGHWAY TURNS SHARPLY TO THE N AND HAS QUITE A GRADE OVER THE
 LX5588'HILL.  THERE IS A GRAVELED PARKING SPACE ABOUT 70 PACES W OF THE
 LX5588'STATION, ON THE N SIDE OF THE ROAD.
 LX5588'
 LX5588'TWO OF THE REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 LX5588'GOOD CONDITION.  REFERENCE MARK NO.2 IS 16.845 METERS FROM THE
 LX5588'STATION AND IS 60 FEET N OF THE ROAD AND E OF THE STATION SET IN
 LX5588'A 3 1/2-INCH PIPE EXTENDING 6 INCHES ABOVE THE GROUND SET IN A
 LX5588'CONCRETE BASE.  REFERENCE MARK NO.1 IS 22.405 METERS E OF THE
 LX5588'STATION ON THE S SIDE OF THE ROAD.  THE STATION IS 10.445 METERS
 LX5588'FROM THE CENTER OF HIGHWAY NO.27.  REFERENCE MARK NO.3 (2- BY
 LX5588'4-FEET) ONE FOOT ABOVE GROUND, 21.03 METERS N OF CENTER LINE
 LX5588'OF HIGHWAY NO.27, 35 METERS NE OF INTERSECTION OF HIGHWAY
 LX5588'NO.27 AND TARVIA ROAD, 0.5 MILE E OF INTERSECTION OF HIGHWAY
 LX5588'NO.27 AND HITHER HILLS STATE PARK TARVIA ROAD.
 LX5588'
 LX5588'EXTRACT FROM LETTER OF JANUARY 29, 1932, FROM SUPERINTENDENT OF
 LX5588'PUBLIC WORKS, STATE OF NEW YORK, REFERS TO THE RELOCATION AND
 LX5588'REFERENCING OF STATION CONKLIN.  CONKLIN 2 1931 WAS RECOVERED AS
 LX5588'DESCRIBED IN EXTRACT OF ABOVE LETTER.  IT WAS NOT POSSIBLE TO
 LX5588'CHECK DISTANCES REFERRED TO IN THE ABOVE LETTER AS STATION
 LX5588'CONKLIN WAS APPARENTLY MOVED WHEN THE STATE HIGHWAY WAS BUILT IN
 LX5588'THAT VICINITY.
 LX5588
 LX5588                          STATION RECOVERY (1933)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (APR)
 LX5588'STATION RECOVERED AS DESCRIBED AND MARKED.  ALL MARKS WERE IN GOOD
 LX5588'CONDITION.
 LX5588
 LX5588                          STATION RECOVERY (1933)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5588'THE STATION WAS RECOVERED AS FORMERLY DESCRIBED.  HOWEVER, THIS
 LX5588'ADDITIONAL NOTE SHOULD BE INSERTED--
 LX5588'
 LX5588'STATION IS 10.44 METERS TO THE N OF THE CENTER LINE OF THE
 LX5588'CONCRETE HIGHWAY AND 8.1 METERS W OF THE CENTER OF A SMALL STATE
 LX5588'POLICE HOUSE.  IT IS 65 METERS W OF THE E EDGE OF AN ASPHALT AUTO
 LX5588'PARKING SPACE.
 LX5588
 LX5588                          STATION RECOVERY (1940)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5588'THE STATION AND 3 REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5588'CONDITION.  THE NEW DESCRIPTION FOLLOWS.
 LX5588'
 LX5588'THE STATION IS ON LONG ISLAND ABOUT 6 MILES EAST-NORTHEAST OF THE
 LX5588'TOWN OF AMAGANSETT AND 2 MILES WEST-SOUTHWEST OF THE HITHER PLAINS
 LX5588'COAST GUARD STATION.  IT IS 35 FEET NORTH OF THE CENTER OF STATE
 LX5588'HIGHWAY NO. 27 AND ABOUT 75 YARDS EAST OF A GRAVEL PARKING SPACE
 LX5588'AT THE TOP OF THE HILL.  THE HIGHWAY DROPS DOWNHILL TO THE
 LX5588'WESTWARD AND BEARS TO THE NORTHEAST FROM THE STATION.  THE MARK
 LX5588'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 LX5588'THE DISK IS STAMPED CONKLIN 2 1931.
 LX5588'
 LX5588'TO REACH THE STATION FROM THE TOWN SQUARE AT AMAGANSETT, DRIVE
 LX5588'EAST ON STATE HIGHWAY NO. 27 FOR 7.7 MILES TO THE TOP OF THE HILL
 LX5588'AND THE STATION.
 LX5588'
 LX5588'REFERENCE MARK NO. 1 IS 73.53 FEET, SLOPE DISTANCE, SOUTH OF THE
 LX5588'STATION AND 40 FEET SOUTH OF THE CENTER OF THE PAVEMENT.  THE
 LX5588'MARK IS SET IN THE TOP OF A 3-1/2 INCH IRON PIPE IMBEDDED IN
 LX5588'CONCRETE AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE DISK
 LX5588'IS STAMPED CONKLIN 2 1931.
 LX5588'
 LX5588'REFERENCE MARK NO. 2 IS 55.27 FEET, NORTHEAST OF THE STATION AND
 LX5588'59 FEET NORTH OF THE CENTER OF THE PAVEMENT.  THE MARK IS SET IN
 LX5588'THE TOP OF A 3-1/2 INCH IRON PIPE IMBEDDED IN CONCRETE AND
 LX5588'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 LX5588'CONKLIN 2 1931.
 LX5588'
 LX5588'REFERENCE MARK NO. 3, THE AZIMUTH MARK, IS ABOUT 0.4 MILE
 LX5588'WEST-SOUTHWEST OF THE STATION.  IT IS SET IN THE TOP OF A ROCK
 LX5588'ABOUT 2 BY 3 FEET AND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  IT
 LX5588'IS 21.04 METERS NORTH OF THE CENTER OF STATE HIGHWAY NO. 27 AND
 LX5588'32 METERS NORTHEAST OF THE INTERSECTION OF HIGHWAY NO. 27 AND THE
 LX5588'OILED ROAD WHICH TURNS TO THE NORTH.  THE DISK, NOTE 12A, IS
 LX5588'STAMPED CONKLIN 2 NO 3 1931.  TO REACH THE AZIMUTH MARK FROM
 LX5588'THE STATION, DRIVE WEST ON STATE HIGHWAY NO. 27 FOR 0.4 MILE TO
 LX5588'THE OILED ROAD LEADING TO NORTH.
 LX5588'
 LX5588'A FOUR-FOOT STAND HAS AN UNOBSTRUCTED VIEW EXCEPT TO THE EAST AND
 LX5588'NORTHWEST WHERE A TOWER IS NEEDED TO SEE OVER SCRUB OAK TREES.
 LX5588
 LX5588                          STATION RECOVERY (1943)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5588'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LX5588'GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 LX5588'
 LX5588'THE STATION IS LOCATED IN HITHER HILLS STATE PARK ON LONG
 LX5588'ISLAND, ABOUT 4 MILES WEST OF MONTAUK.  IT IS 10.5 METERS NORTH OF
 LX5588'THE CENTER LINE OF STATE HIGHWAY NO. 27.  AT THE STATION SITE THE
 LX5588'HIGHWAY TURNS SHARPLY TO THE NORTH AND HAS A GRADE OVER A
 LX5588'HILL.  THERE IS A GRAVEL PARKWAY ABOUT 70 METERS WEST OF THE
 LX5588'STATION ON THE NORTH SIDE OF THE HIGHWAY.  IT IS A STANDARD DISK
 LX5588'SET IN THE TOP OF A 6 INCH CONCRETE FILLED IRON PIPE.  THE PIPE
 LX5588'IS SET FLUSH WITH THE SURFACE OF A LARGE ROUND MASS OF
 LX5588'CONCRETE THAT PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT IS
 LX5588'STAMPED CONKLIN 2 1931.
 LX5588'
 LX5588'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND ALSO SOUTH
 LX5588'OF THE HIGHWAY.  IT IS A STANDARD DISK SET IN THE TOP OF A 3-1/2
 LX5588'INCH CONCRETE FILLED IRON PIPE.  PROJECTS 6 INCHES AND IS STAMPED
 LX5588'CONKLIN 2 1931.
 LX5588'
 LX5588'REFERENCE MARK NO. 2, EAST OF THE STATION AND 60 FEET NORTH OF
 LX5588'THE CENTER LINE OF THE HIGHWAY.  IT IS A STANDARD DISK SET IN THE
 LX5588'TOP OF A 3-1/2 INCH CONCRETE FILLED IRON PIPE, PROJECTS 6 INCHES
 LX5588'AND IS STAMPED CONKLIN 2 1931.
 LX5588'
 LX5588'REFERENCE MARK NO. 3, NOTE 12A, (AZIMUTH MARK) IS ABOUT 1/4 MILE
 LX5588'WEST SOUTHWEST OF THE STATION, 21.04 METERS NORTH OF THE CENTER
 LX5588'LINE OF STATE HIGHWAY NO. 27, AND 32 METERS NORTHEAST OF THE
 LX5588'INTERSECTION OF THE HIGHWAY AND THE OILED ROAD WHICH TURNS TO
 LX5588'THE NORTH.  IT IS STAMPED CONKLIN 2 NO 3 1931 AND PROJECTS 1
 LX5588'FOOT.
 LX5588'
 LX5588'TO REACH THE STATION FROM THE PROMINENT FLAG POLE IN THE TOWN
 LX5588'SQUARE AT AMAGANSETT, GO EASTERLY ON STATE HIGHWAY NO. 27 FOR
 LX5588'7.7 MILES TO STATION ON NORTH SIDE OF HIGHWAY.
 LX5588
 LX5588                          STATION RECOVERY (1960)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCR)
 LX5588'THE STATION WAS RECOVERED.  ALL MARKS WERE LOCATED AND THEY ARE IN
 LX5588'GOOD CONDITION.  THE AZIMUTH MARK (REFERENCE MARK 3) IS LOCATED 0.4
 LX5588'MILE WEST OF THE STATION.  THE DISK IS IN BOULDER 24 PACES NORTH
 LX5588'OF CENTERLINE OF MONTAUK HIGHWAY AND 6 PACES NORTHWEST OF
 LX5588'CENTERLINE OF THE OLD ASPHALT ROAD.  THE PREVIOUSLY DESCRIBED
 LX5588'ROUTE TO REACH THE STATION IS ADEQUATE.  THE STATION SITE
 LX5588'AFFORDS A GOOD VIEW OUT TO THE SOUTH AND WEST.
 LX5588
 LX5588                          STATION RECOVERY (1962)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 LX5588'STATION MARK AND 2 RMS AND THE AZIMUTH MARK RECOVERED IN GOOD
 LX5588'CONDITION.  THE NUMBERS WERE NOT STAMPED ON THE REFERENCE MARK
 LX5588'DISKS.  DESCRIPTION IS ADEQUATE.  THE STATION MARK IS IN A LARGE
 LX5588'SLAB OF CONCRETE AT THE EAST END OF A TRIANGULAR PAVED PARKING
 LX5588'AREA, JUST OFF THE PAVEMENT.
 LX5588
 LX5588                          STATION RECOVERY (1962)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 LX5588'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 LX5588'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION WITH THE
 LX5588'FOLLOWING EXCEPTIONS--THE HITHER PLAINS COAST GUARD STATION HAS
 LX5588'BEEN REMOVED.  STATION AT THE EAST EDGE OF A GRAVELED PARKING LOT
 LX5588'AND 4 MILES SOUTHWEST OF MONTAUK.  THE TO REACH IS ADEQUATE.
 LX5588
 LX5588                          STATION RECOVERY (1965)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 LX5588'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 LX5588'APPARENT GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS--THE HIGHWAY
 LX5588'IS IN THE PROCESS OF BEING WIDENED AND REFERENCE MARK NO. 1 IS IN
 LX5588'DANGER OF POSSIBLY BEING DISTURBED WITH THE CONSTRUCTION.  UPON
 LX5588'THE REQUEST BY THE NEW YORK STATE DEPARTMENT OF PUBLIC WORKS A
 LX5588'NEW REFERENCE MARK NO. 4 WAS SET.  HOWEVER, REFERENCE MARK NO. 1
 LX5588'WAS NOT DESTROYED BY THIS PARTY BUT LEFT IN PLACE, AS IT IS A
 LX5588'PROBABILITY THAT THE MARKER MAY NOT BE DISTURBED BY THE
 LX5588'CONSTRUCTION CREWS.
 LX5588'
 LX5588'THE AZIMUTH MARK, REFERENCE MARK NO. 3 WAS FOUND TO BE 0.45 MILE
 LX5588'BY ROAD WEST-SOUTHWEST OF THE STATION, AS DESCRIBED IN DESCRIPTION
 LX5588'ON PAGE NO. 17 IN BOOK NO. 287, AND NOT 1/4 MILE WEST AS DESCRIBED
 LX5588'IN LATEST RECOVERY LISTED ON PAGE 25 OF THE SAME BOOKLET.
 LX5588'
 LX5588'REFERENCE MARK NO. 4 IS LOCATED IN THE EDGE OF A BRUSHY AREA
 LX5588'25.49 FEET NORTHWEST OF THE STATION, 56.2 FEET NORTH OF THE
 LX5588'CENTERLINE OF THE HIGHWAY, ST. HWY. NO. 27.  IT IS
 LX5588'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LX5588'CONKLIN 2 NO 4 1931.
 LX5588
 LX5588                          STATION RECOVERY (1965)
 LX5588
 LX5588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5588'THE STATION AND REFERENCE MARKS 1, 2, 3 AND 4 WERE FOUND IN GOOD
 LX5588'CONDITION.  REFERENCE MARK 4 WAS ESTABLISHED THIS YEAR BY J.C.B. AT
 LX5588'THE REQUEST OF THE HIGHWAY DEPARTMENT AS REFERENCE MARK 1 WAS IN
 LX5588'DANGER OF BEING DESTROYED.  THE DISTANCES AND DIRECTIONS TO
 LX5588'REFERENCE MARKS 1, 2 AND 3 CHECKED.  THE DISTANCE TO REFERENCE
 LX5588'MARK 4 CHECKED BUT THE DIRECTION DID NOT CHECK BY 1 MINUTE AND
 LX5588'28 SECONDS.  THE HITHER PLAINS COAST GUARD STATION IS NO LONGER
 LX5588'THERE.
 LX5588'
 LX5588'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5588'
 LX5588'THE STATION IS ABOUT 7-1/2 MILES EAST AND 3 MILES NORTH OF
 LX5588'AMAGANSETT, ABOUT 3 MILES WEST AND 1-1/4 MILES SOUTH OF MONTAUK,
 LX5588'AT THE EAST EDGE OF A PARKING AREA AND ON THE ROAD RIGHT-OF-WAY.
 LX5588'
 LX5588'TO REACH FROM THE POST OFFICE IN AMAGANSETT, GO EASTERLY ON
 LX5588'STATE HIGHWAY 27 FOR 7.1 MILES TO THE TOP OF A SMALL HILL AND
 LX5588'REFERENCE MARK 3 ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY 27 FOR
 LX5588'0.4 MILE TO A PARKING AREA AND THE STATION ON THE LEFT.
 LX5588'
 LX5588'THE STATION MARK IS A STANDARD DISK STAMPED CONKLIN 2 1931, SET
 LX5588'IN THE TOP OF A 6 INCH IRON PIPE FILLED WITH CONCRETE AND
 LX5588'SURROUNDED BY A LARGE IRREGULAR MASS OF CONCRETE PROJECTING 4
 LX5588'INCHES.  IT IS 34 FEET NORTH OF THE CENTERLINE OF HIGHWAY 27 AND
 LX5588'2.2 FEET NORTH OF A METAL WITNESS POST.
 LX5588'
 LX5588'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONKLIN 2 1931, SET
 LX5588'IN THE TOP OF A 4 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING
 LX5588'4 INCHES.  IT IS 71.4 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS
 LX5588'POST, 31.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 27 AND ABOUT
 LX5588'1 FOOT LOWER THAN THE STATION.
 LX5588'
 LX5588'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONKLIN 2 1931, SET
 LX5588'IN THE TOP OF A 4 INCH IRON PIPE FILLED WITH CONCRETE AND
 LX5588'PROJECTING 4 INCHES.  IT IS 59 FEET NORTH OF THE CENTERLINE OF
 LX5588'HIGHWAY 27, 8 FEET WEST-NORTHWEST OF A 10 INCH PINE TREE AND
 LX5588'ABOUT 3 FEET LOWER THAN THE STATION.
 LX5588'
 LX5588'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONKLIN 2 NO 3,
 LX5588'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER PROJECTING 1 FOOT.  IT
 LX5588'IS 69 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 27 AND 1.3
 LX5588'FEET NORTHWEST OF A METAL WITNESS POST.  THIS WILL SERVE AS AN
 LX5588'AZIMUTH MARK.
 LX5588'
 LX5588'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CONKLIN 2 NO 4
 LX5588'1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LX5588'PROJECTS 1 INCH.  IT IS 54 FEET NORTH OF THE CENTERLINE OF
 LX5588'HIGHWAY 27, 26.9 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST,
 LX5588'20 FEET NORTHEAST OF THE NORTHWEST EDGE OF THE PARKING AREA AND
 LX5588'ABOUT 2 FEET LOWER THAN THE STATION.
 LX5588'
 LX5588'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LX5588'
 LX5588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5588'3-1/2 WEST-SOUTHWEST OF MONTAUK.
 LX5588
 LX5588                          STATION RECOVERY (1972)
 LX5588
 LX5588'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (DA)
 LX5588'RECOVERED BY LOCKWOOD, KESSLER, AND BARTLETT INC.
 LX5588'
 LX5588'CONKLIN 2 GOOD
 LX5588'
 LX5588'REF. MARKS 2-3-4 RECOVERED GOOD CONDITION.
 LX5588'
 LX5588'REF. MK. NO. 1 IS DESTROYED
 LX5588'
 LX5588'METAL WITNESS POST SET 3.20 FT NORTH OF STATION.
 LX5588'
 LX5588'PREVIOUS 1965 DESCRIPTION IS ADEQUATE
 LX5588
 LX5588                          STATION RECOVERY (1979)
 LX5588
 LX5588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LX5588'THE STATION MARK AND REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN GOOD
 LX5588'CONDITION.  REFERENCE MARK 1 WAS APPARENTLY DESTROYED BY HIGHWAY
 LX5588'CONSTRUCTION.  THE 1965 DESCRIPTION IS ADEQUATE FOR RECOVERING THE
 LX5588'STATION.
 LX5588
 LX5588                          STATION RECOVERY (1988)
 LX5588
 LX5588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LX5588'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LX5588'FOLLOWS.
 LX5588'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHEAST OF AMAGANSETT,
 LX5588'5.0 KM (3.10 MI) SOUTHWEST OF MONTAUK ALONG THE NORTH SIDE OF STATE
 LX5588'HIGHWAY 27 ON THE RIGHT-OF-WAY AND ON THE EAST EDGE OF A PARKING AREA.
 LX5588'OWNERSHIP--NEW YORK DEPARTMENT OF HIGHWAYS.
 LX5588'TO REACH THE STATION FROM THE FLAGPOLE OPPOSITE THE ENTRANCE TO THE
 LX5588'EAST HAMPTON TOWN MARINE MUSEUM ON THE NORTHEAST SIDE OF AMAGAMSETT,
 LX5588'GO NORTHEAST ON STATE HIGHWAY 27 FOR 10.0 KM (6.20 MI) TO THE JUNCTION
 LX5588'OF OLD MONTAUK HIGHWAY ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO
 LX5588'NORTHEAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 27 TO THE TOP OF A RISE AND
 LX5588'THE STATION ON THE LEFT, AT THE EAST END OF THE PAVED PARKING AREA.
 LX5588'ALSO STATION CAN BE REACHED BY GOING SOUTHEAST FOR 6.0 KM (3.75 MI) ON
 LX5588'STATE HIGHWAY 27 FROM THE FLAGEPOLE IN THE SQUARE AT MONTAUK.
 LX5588'THE STATION IS A STANDARD CGS SET IN THE TOP OF A 16-CM IRON PIPE
 LX5588'FILLED WITH CONCRETE AND SURROUNDED BY AN IRREGULAR MASS OF CONCRETE
 LX5588'80 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 12.2 M
 LX5588'(40.0 FT) WEST FROM THE WEST ED OF A GUARD RAIL, 11.1 M (36.4 FT)
 LX5588'NORTH FROM THE CENTER OF THE HIGHWAY AND 0.4 M (1.3 FT) NORTHWEST FROM
 LX5588'A METAL WITNESS POST.
 LX5588'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LX5588
 LX5588                          STATION RECOVERY (1991)
 LX5588
 LX5588'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 LX5588'THE STATION IS LOCATED 3.3 MILES WEST OF THE INTERSECTION OF HWY 27
 LX5588'AND EDGEMIRE IN THE CENTER OF TOWN IN MONTAUK NY AND 7.7 MILES FROM
 LX5588'THE MOST PROMINENT FLAGPOLE IN THE TOWN SQUARE IN AMAGANSETT NY.
 LX5588'$
 LX5588'TO REACH FROM THE INTERSECTION OF HWY 27 AND EDGEMIRE ST IN DOWNTOWN
 LX5588'MONTAUK NY, HEAD WEST ON 27 FOR 3.3 MILES TO AN OVERLOOK ON THE RIGHT
 LX5588'WHERE THE ROAD TURNS SHARPLY TO THE NORTH AND TO THE STATION AS
 LX5588'DESCRIBED.
 LX5588'$
 LX5588'STATION IS A STANDARD NGS DISK STAMPED CONKLIN 2 1932 FLUSH WITH THE
 LX5588'GROUND IN A 2 FT (0.61 M) DIA CONCRETE CYLINDER. STATION IS IN THE
 LX5588'EASTERN EDGE OF AN OVERLOOK PARKING LOT APPROXIMATLY 30 FT (9.14M)
 LX5588'NORTH OF THE CENTER LINE OF HIGHWAY 27, 12 FT (3.66 M) SOUTH OF AN
 LX5588'ORANGE FIBERGLASS WITNESS POST AND 13 FT (3.96 M) SOUTH OF THE TREE
 LX5588'LINE.  THE STATION HAS BEEN HIT BY A GRASS MOWER AND THE STAMPING IS
 LX5588'MISSING A FEW LETTERS BUT THE MONUMENT AND POSITION ARE IN GOOD
 LX5588'CONDITION.
 LX5588
 LX5588                          STATION RECOVERY (1994)
 LX5588
 LX5588'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1994 (SC)
 LX5588'RECOVERED AS DESCRIBED.  NOTE--MARK IS NOW 428 CM SOUTH OF A
 LX5588'FIBERGLASS WITNESS POST AT THE EAST END OF AN OVERLOOK PARKING LOT.
 LX5588
 LX5588                          STATION RECOVERY (2001)
 LX5588
 LX5588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 LX5588'RECOVERED AS DESCRIBED.
 LX5588'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2428 ***********************************************************************
 KU2428  DESIGNATION -  CONKLIN PT 3
 KU2428  PID         -  KU2428
 KU2428  STATE/COUNTY-  NY/SUFFOLK
 KU2428  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2428
 KU2428                         *CURRENT SURVEY CONTROL
 KU2428  ___________________________________________________________________
 KU2428* NAD 83(1996)-  40 41 04.40491(N)    073 16 40.50858(W)     ADJUSTED  
 KU2428* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2428  ___________________________________________________________________
 KU2428  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KU2428  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU2428
 KU2428  HORZ ORDER  -  SECOND
 KU2428
 KU2428.The horizontal coordinates were established by classical geodetic methods
 KU2428.and adjusted by the National Geodetic Survey in January 1999..
 KU2428
 KU2428.The orthometric height was scaled from a topographic map.
 KU2428
 KU2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2428
 KU2428.The geoid height was determined by GEOID03.
 KU2428
 KU2428;                    North         East     Units Scale Factor Converg.
 KU2428;SPC NY L     -    57,761.051   361,040.380   MT  0.99999905   +0 28 20.3
 KU2428;SPC NY L     -   189,504.38  1,184,513.31   sFT  0.99999905   +0 28 20.3
 KU2428;UTM  18      - 4,505,166.703   645,521.256   MT  0.99986066   +1 07 22.1
 KU2428
 KU2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2428!SPC NY L     -   1.00000480  x   0.99999905  =   1.00000385
 KU2428!UTM  18      -   1.00000480  x   0.99986066  =   0.99986546
 KU2428
 KU2428|---------------------------------------------------------------------|
 KU2428| PID    Reference Object                     Distance      Geod. Az  |
 KU2428|                                                           dddmmss.s |
 KU2428| CB6704 CONKLIN PT 3 RM 2                    14.560 METERS 03518     |
 KU2428| KU2398 BER                                 APPROX. 5.8 KM 0644934.0 |
 KU2428| CB6705 CONKLIN PT 3 RM 3                     5.780 METERS 09535     |
 KU2428| KU2395 SALTAIRE TANK                       APPROX. 9.0 KM 1263756.0 |
 KU2428| KU2437 FIRE ISLAND LOOKOUT TOWER           APPROX. 6.7 KM 1670134.3 |
 KU2428| KU2436 OAK ISLAND SQUARE TOWER             APPROX. 4.7 KM 1933048.2 |
 KU2428| KU2452 OAK BEACH COAST GUARD TOWER         APPROX. 5.4 KM 1983454.8 |
 KU2428| KU2462 WINDMILL NEAR DRAKE                 APPROX. 6.7 KM 2173604.4 |
 KU2428| KU2465 OUTERMOST MARKER                    APPROX. 2.8 KM 2311928.2 |
 KU2428| KU2458 LINDENHURST TANK                    APPROX. 7.8 KM 2712350.4 |
 KU2428| CB6703 CONKLIN PT 3 RM 1                    22.930 METERS 31354     |
 KU2428|---------------------------------------------------------------------|
 KU2428
 KU2428                          SUPERSEDED SURVEY CONTROL
 KU2428
 KU2428  NAD 83(1996)-  40 41 04.40780(N)    073 16 40.50808(W) AD(       ) 2
 KU2428  NAD 83(1992)-  40 41 04.40724(N)    073 16 40.50794(W) AD(       ) 2
 KU2428  NAD 83(1986)-  40 41 04.40907(N)    073 16 40.50802(W) AD(       ) 2
 KU2428  NAD 27      -  40 41 04.04400(N)    073 16 42.10400(W) AD(       ) 2
 KU2428
 KU2428.Superseded values are not recommended for survey control.
 KU2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2428.See file dsdata.txt to determine how the superseded data were derived.
 KU2428
 KU2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4552105167(NAD 83)
 KU2428_MARKER: DS = TRIANGULATION STATION DISK
 KU2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2428
 KU2428  HISTORY     - Date     Condition        Report By
 KU2428  HISTORY     - 1933     MONUMENTED       CGS
 KU2428  HISTORY     - 1949     MARK NOT FOUND   CGS
 KU2428  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2428
 KU2428                          STATION DESCRIPTION
 KU2428
 KU2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2428'THE STATION IS LOCATED ON CONKLIN POINT ON THE N SHORE OF GREAT
 KU2428'SOUTH BAY.  IT IS AT THE SOUTHERN EXTREMITY OF THE W DRIVEWAY OF
 KU2428'THE E.W.C. ARNOLD ESTATE, 24 METERS S OF THE EDGE OF THE CIRCULAR
 KU2428'DRIVEWAY AT THE END, AND 5 METERS NE FROM HIGH WATER.
 KU2428'
 KU2428'THE CENTER MARK IS A STANDARD DISK STAMPED CONKLIN PT. 3, 1933,
 KU2428'SET IN THE TOP OF A TRUNCATED CONE CONCRETE MONUMENT 12 INCHES BY
 KU2428'18 INCHES BY 42 INCHES WITH TOP ABOUT TWO INCHES ABOVE GROUND.
 KU2428'
 KU2428'THREE REFERENCE MARKS WERE ESTABLISHED, STANDARD DISKS SET IN
 KU2428'CONCRETE MONUMENTS CONSISTING OF 12 INCH SEWER TILES FILLED WITH
 KU2428'CONCRETE, STAMPED NO.1 - 1933, NO.2 - 1933, AND NO.3 - 1933
 KU2428'RESPECTIVELY.
 KU2428
 KU2428                          STATION RECOVERY (1949)
 KU2428
 KU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2428'STATION AND REFERENCE MARK 3 LOST.  ACCORDING TO LOCAL INFORMATION
 KU2428'THEY WERE DESTROYED BY A HURRICANE IN 1939 THAT WASHED OUT THE
 KU2428'SHORELINE IN THE VICINITY OF THE STATION 50 TO 100 FEET.
 KU2428'
 KU2428'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  IT IS JUST E OF THE
 KU2428'CIRCULAR DRIVE, 5 METERS EAST OF THE CENTER OF THE DRIVE, 17
 KU2428'METERS N OF MEAN HIGH-WATER LINE.
 KU2428'
 KU2428'R.M. 2 RECOVERED IN GOOD CONDITION.
 KU2428'
 KU2428'TO REACH FROM BABYLON TOWN HALL, TRAVEL ABOUT 2 MILES E ALONG
 KU2428'MONTAUK HIGHWAY TO OKNOK ESTATE, THE ONLY ESTATE ON THE S SIDE OF
 KU2428'THE HIGHWAY WITH A RED BRICK WALL, ENTER BY MAIN GATE AND FOLLOW
 KU2428'ROAD TO ITS END AT THE SHORE AND THE STATION SITE.
 KU2428
 KU2428                          STATION RECOVERY (1951)
 KU2428
 KU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2428'STATION WAS NOT RECOVERED DUE TO THE WASHED OUT AREA OF THE
 KU2428'SHORELINE.  R.M. 1 WAS RECOVERED AS DESCRIBED.  IT IS 34 FEET NE
 KU2428'OF HIGH-WATER LINE.
 KU2428'
 KU2428'THE ESTATE IS NOW OWNED BY DR. AUDREY KOGUT.
 KU2428'
 KU2428'THE CAPTREE PARKWAY IS 500 FEET TO THE W OF R.M. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5589 ***********************************************************************
 LX5589  DESIGNATION -  CONKLIN RESET
 LX5589  PID         -  LX5589
 LX5589  STATE/COUNTY-  NY/SUFFOLK
 LX5589  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5589
 LX5589                         *CURRENT SURVEY CONTROL
 LX5589  ___________________________________________________________________
 LX5589* NAD 83(1996)-  41 00 50.15012(N)    072 00 22.04782(W)     ADJUSTED  
 LX5589* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 LX5589  ___________________________________________________________________
 LX5589  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LX5589  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX5589
 LX5589  HORZ ORDER  -  SECOND
 LX5589
 LX5589.The horizontal coordinates were established by classical geodetic methods
 LX5589.and adjusted by the National Geodetic Survey in January 1999..
 LX5589
 LX5589.The orthometric height was scaled from a topographic map.
 LX5589
 LX5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5589
 LX5589.The geoid height was determined by GEOID03.
 LX5589
 LX5589;                    North         East     Units Scale Factor Converg.
 LX5589;SPC NY L     -    95,995.325   467,705.114   MT  0.99999898   +1 18 15.0
 LX5589;SPC NY L     -   314,944.66  1,534,462.53   sFT  0.99999898   +1 18 15.0
 LX5589;UTM  18      - 4,544,621.985   751,752.598   MT  1.00038013   +1 57 56.7
 LX5589;UTM  19      - 4,544,657.414   247,217.279   MT  1.00038653   -1 58 25.6
 LX5589
 LX5589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5589!SPC NY L     -   0.99999867  x   0.99999898  =   0.99999765
 LX5589!UTM  18      -   0.99999867  x   1.00038013  =   1.00037880
 LX5589!UTM  19      -   0.99999867  x   1.00038653  =   1.00038520
 LX5589
 LX5589|---------------------------------------------------------------------|
 LX5589| PID    Reference Object                     Distance      Geod. Az  |
 LX5589|                                                           dddmmss.s |
 LX5589| CZ7215 CONKLIN RM 2                         15.650 METERS 02215     |
 LX5589| CZ7214 CONKLIN RM 1                         10.417 METERS 12046     |
 LX5589| KU4130 NAPEAGUE LIFESAVING LOS             APPROX. 3.9 KM 2401658.5 |
 LX5589| KU4144 NAPEAGUE LIFESAVING STA FLAG        APPROX. 3.9 KM 2402833.2 |
 LX5589| KU4160 AMAGANSETT WEST WIRELESS MAST       APPROX.11.2 KM 2452913.4 |
 LX5589| KU4161 AMAGANSETT EAST WIRELESS MAST       APPROX.11.2 KM 2453202.4 |
 LX5589| KU4135 SHEAR LEGS WEST FISH FACTORY        APPROX. 6.8 KM 2462927.4 |
 LX5589| KU4131 LEVERINGS CHIMNEY                   APPROX. 8.7 KM 2500543.2 |
 LX5589| KU4132 AMAGANSETT ELEC LT PLANT CHIM       APPROX. 7.8 KM 2511641.2 |
 LX5589| KU4133 TUTHILLS FACT MIDDLE CHIMNEY        APPROX. 6.6 KM 2543227.0 |
 LX5589| KU4142 BOAT CLUB NORTHWEST FLAGSTAFF       APPROX. 8.8 KM 2543627.7 |
 LX5589| KU4134 PROMISED LAND FISH FACT CHIM        APPROX. 6.5 KM 2552637.0 |
 LX5589| LX5593 PROMISED LD FISH FACT MID CHIM      APPROX. 6.4 KM 2574451.0 |
 LX5589| LX5594 PROMISED LAND FISH FACT CUPOLA      APPROX. 6.5 KM 2581021.8 |
 LX5589| LX5595 SHEAR LEGS FISH FACT CHIMNEY        APPROX. 6.3 KM 2612230.4 |
 LX5589| LX5596 FISH FACTORY BACK CHIMNEY           APPROX. 6.2 KM 2620907.8 |
 LX5589| LX5606 BELLS WINDMILL                      APPROX. 9.8 KM 2634022.1 |
 LX5589| LX5604 BELL RESIDENCE FLAGSTAFF            APPROX. 9.7 KM 2634547.2 |
 LX5589| CZ7213 CONKLIN RM                           46.210 METERS 26809     |
 LX5589| LX5611 WOODHOUSE                           APPROX.10.1 KM 2695801.3 |
 LX5589| LX5616 SPRINGS SCHOOL CUPOLA               APPROX.12.6 KM 2715426.9 |
 LX5589| LX5613 WOODHOUSE RESIDENCE MAIN CHIM       APPROX.10.5 KM 2725416.0 |
 LX5589| LX5597 HICKS IS ELEV FACT GASPIPE EXH      APPROX. 4.7 KM 2742719.6 |
 LX5589| LX5598 HICKS ISLAND CHIMNEY                APPROX. 4.6 KM 2742937.3 |
 LX5589| LX5615 DEEP HOLE FACTORY EAST GABLE        APPROX.11.2 KM 2790420.1 |
 LX5589| LX5612 DEEP HOLE FACTORY CHIMNEY           APPROX.11.1 KM 2792737.7 |
 LX5589| LX5600 NAPEAGUE HARBOR CHIMNEY             APPROX. 3.6 KM 2793631.2 |
 LX5589| LX5585 OLD WINDMILL                        APPROX.12.3 KM 3142917.3 |
 LX5589|---------------------------------------------------------------------|
 LX5589
 LX5589                          SUPERSEDED SURVEY CONTROL
 LX5589
 LX5589  NAD 83(1996)-  41 00 50.15013(N)    072 00 22.04787(W) AD(       ) 2
 LX5589  NAD 83(1992)-  41 00 50.14832(N)    072 00 22.04737(W) AD(       ) 2
 LX5589  NAD 83(1986)-  41 00 50.14987(N)    072 00 22.05489(W) AD(       ) 2
 LX5589  NAD 27      -  41 00 49.78300(N)    072 00 23.78800(W) AD(       ) 2
 LX5589
 LX5589.Superseded values are not recommended for survey control.
 LX5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5589.See file dsdata.txt to determine how the superseded data were derived.
 LX5589
 LX5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5175344622(NAD 83)
 LX5589
 LX5589  HISTORY     - Date     Condition        Report By
 LX5589  HISTORY     - 1911     MONUMENTED       CGS
 LX5589  HISTORY     - 1895     GOOD             CGS
 LX5589  HISTORY     - 1911     SEE DESCRIPTION  CGS
 LX5589  HISTORY     - 1926     GOOD             CGS
 LX5589  HISTORY     - 1928     GOOD             CGS
 LX5589  HISTORY     - 1933     MARK NOT FOUND   CGS
 LX5589
 LX5589                          STATION DESCRIPTION
 LX5589
 LX5589'DESCRIBED BY COAST AND GEODETIC SURVEY 1895
 LX5589'ON MONTAUK, ON THE HIGHEST POINT OF THE LAND AFTER THE ROAD TURNS
 LX5589'UP ONTO MONTAUK, NEAR CONKLINS HOUSE, AND JUST BEFORE ENTERING
 LX5589'THE WOODS.  IT IS 67 FEET FROM THE ROAD AT ITS MOST NORTHERLY
 LX5589'POINT.  MARKED BY BOTTLE (NECK) ABOUT 2-1/4 FEET BELOW SURFACE OF
 LX5589'GROUND, WITH A 3-INCH DRAIN PIPE 2-1/2 FEET LONG FOR SURFACE
 LX5589'MARK.  STATION WAS RECOVERED IN GOOD CONDITION IN 1895.
 LX5589
 LX5589                          STATION RECOVERY (1911)
 LX5589
 LX5589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1911 (JCG)
 LX5589'ON MONTAUK, ON THE HIGHEST POINT OF THE LAND AFTER THE ROAD TURNS
 LX5589'UP ONTO MONTAUK, NEAR CONKLINS HOUSE, AND JUST BEFORE ENTERING
 LX5589'THE WOODS.  IT IS 67 FEET FROM THE ROAD AT ITS MOST NORTHERLY POINT.
 LX5589'
 LX5589'IN 1911, IT WAS RE-MARKED AS FOLLOWS--THE SUB-SURFACE MARK
 LX5589'(BOTTLE) WAS PARTLY UNCOVERED AND EMBEDDED IN A CORE OF CONCRETE
 LX5589'1-1/2 FEET IN DIAMETER.  THE NEW SURFACE MARK IS A STANDARD DISK
 LX5589'STATION MARK SET IN CONCRETE IN TOP OF A 6-INCH DRAIN TILE PIPE
 LX5589'PLACED FLANGE DOWN AND PROJECTING 6 INCHES ABOVE SURFACE OF
 LX5589'GROUND.  LOWER END OF PIPE IS EMBEDDED IN CORE OF CONCRETE 2
 LX5589'FEET IN DIAMETER AND 1 FOOT THICK.
 LX5589'
 LX5589'REFERENCE MARK IS A CROSS IN CENTER OF A TRIANGLE CHISELED IN
 LX5589'TOP OF A ROCK PROJECTING 1 FOOT ABOVE ROAD ON W SLOPE OF THE HILL
 LX5589'TOP AND 6.4 METERS (21 FEET) N FROM THE ROAD.  IT IS N 279-1/3 DEG
 LX5589'E (MAGNETIC) FROM THE STATION, DISTANT 46.21 METERS
 LX5589'(151.6 FEET).  CONKLINS HOUSE WAS REPORTED IN 1911 TO BE IN
 LX5589'RUINS.
 LX5589
 LX5589                          STATION RECOVERY (1926)
 LX5589
 LX5589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WNB)
 LX5589'TABLET IN CONCRETE IN T. C. PIPE, FOUND O.K. AND IN GOOD CONDITION.
 LX5589'
 LX5589'REFERENCE STONE FOUND O.K.
 LX5589
 LX5589                          STATION RECOVERY (1928)
 LX5589
 LX5589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CKG)
 LX5589'THE STATION IS IN WHAT IS NOW CALLED HITHER HILLS STATE PARK, AND
 LX5589'THE OLD ROAD AND CONKLINS HOUSE, NO LONGER EXIST.  THE STATION IS
 LX5589'NOW AT THE S EDGE OF THE NEW OILED ROAD LEADING N OFF FROM THE
 LX5589'MAIN HIGHWAY TO MONTAUK POINT.  THIS ROAD LEADS N TO THE HILLS
 LX5589'400 YARDS FROM THE HIGHWAY, THEN TURNS W ALONG THE HILL TOPS.
 LX5589'THE STATION IS ON THE HIGHEST GROUND ON THE LEFT SIDE OF THE ROAD
 LX5589'AFTER MAKING THIS TURN.  A SMALL STUCCO STATE PARK STATION
 LX5589'HOUSE MARKS THE INTERSECTION OF THE PARK ROAD AND THE HIGHWAY,
 LX5589'AND IS ABOUT 400 YARDS FROM THE STATION.
 LX5589'
 LX5589'THE STATION WAS FOUND AS RE-MARKED IN 1911, AND ADDITIONAL
 LX5589'CONCRETE WAS PLACED AROUND THE TILE TO PROTECT THE STATION FROM
 LX5589'THE CUT MADE WHILE CONSTRUCTING THE PARK ROAD.  THE ROCK MARKING
 LX5589'THE OLD (1911) REFERENCE MARK WAS REMOVED IN CONSTRUCTING THE
 LX5589'ROAD, AND TWO ADDITIONAL REFERENCE MARKS WERE ESTABLISHED AS
 LX5589'FOLLOWS--
 LX5589'
 LX5589'REFERENCE MARK NO.1, DISTANCE 10.417 METERS, DIRECTION OF THE
 LX5589'REFERENCE MARK FROM TRIANGULATION STATION WOODHOUSE - 210 DEG
 LX5589'48 MIN 00 SEC.  STANDARD DISK IN 3-1/2 INCH PIPE 3 FEET LONG IN
 LX5589'BED OF CONCRETE.  IT PROJECTS 3 INCHES, AND IS 3 FEET LOWER THAN
 LX5589'THE STATION.  IT IS 20 FEET S OF THE ROAD.  REFERENCE MARK NO.2,
 LX5589'DISTANCE 15.650 METERS, DIRECTION OF THE REFERENCE MARK FROM
 LX5589'TRIANGULATION STATION WOODHOUSE - 112 DEG 16 MIN 50 SEC.  IT IS
 LX5589'A STANDARD DISK IN 3 1/2-INCH PIPE 3 FEET LONG, IN BED OF
 LX5589'CONCRETE.  IT PROJECTS 5 INCHES, AND IS 6 FEET LOWER THAN THE
 LX5589'STATION.  IT IS 15 FEET N OF THE ROAD.
 LX5589'
 LX5589'THE DIRECTION OF THE STATE PARK STATION HOUSE FROM TRIANGULATION
 LX5589'WOODHOUSE IS 231 DEG 34 MIN 00 SEC (CHIMNEY).
 LX5589
 LX5589                          STATION RECOVERY (1933)
 LX5589
 LX5589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5589'THERE WAS NO DESCRIPTION OF THIS STATION AVAILABLE.  ITS POSITION
 LX5589'WAS PLOTTED AS BEING W OF GREENPORT.  A CAREFUL SEARCH WAS MADE
 LX5589'BY TWO OFFICERS FOR OVER AN HOUR WITH SHOVEL AND FORK.  WE WERE
 LX5589'NOT CERTAIN, WITHIN 20 OR 30 FEET, OF THE IMMEDIATE LOCATION OF
 LX5589'THE STATION.
 LX5589'
 LX5589'THE STATION COULD NOT BE FOUND AND IT SHOULD BE EXPUNGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0938 ***********************************************************************
 OG0938  DESIGNATION -  CONNER IBC
 OG0938  PID         -  OG0938
 OG0938  STATE/COUNTY-  NY/NIAGARA
 OG0938  USGS QUAD   -  
 OG0938
 OG0938                         *CURRENT SURVEY CONTROL
 OG0938  ___________________________________________________________________
 OG0938* NAD 83(1996)-  43 04 34.24954(N)    079 00 46.87321(W)     ADJUSTED  
 OG0938* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 OG0938  ___________________________________________________________________
 OG0938  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OG0938  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG0938
 OG0938  HORZ ORDER  -  THIRD
 OG0938
 OG0938.The horizontal coordinates were established by classical geodetic methods
 OG0938.and adjusted by the National Geodetic Survey in January 1999..
 OG0938
 OG0938.The orthometric height was scaled from a topographic map.
 OG0938
 OG0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0938
 OG0938.The geoid height was determined by GEOID03.
 OG0938
 OG0938;                    North         East     Units Scale Factor Converg.
 OG0938;SPC NY W     -   341,722.262   315,008.387   MT  0.99995256   -0 17 36.5
 OG0938;SPC NY W     - 1,121,133.79  1,033,490.02   sFT  0.99995256   -0 17 36.5
 OG0938;UTM  17      - 4,771,190.568   661,757.442   MT  0.99992189   +1 21 26.4
 OG0938
 OG0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0938!SPC NY W     -   0.99997848  x   0.99995256  =   0.99993104
 OG0938!UTM  17      -   0.99997848  x   0.99992189  =   0.99990037
 OG0938
 OG0938                          SUPERSEDED SURVEY CONTROL
 OG0938
 OG0938  NAD 83(1986)-  43 04 34.25540(N)    079 00 46.87107(W) AD(       ) 3
 OG0938  NAD 27      -  43 04 34.05168(N)    079 00 47.71761(W) AD(       ) 3
 OG0938
 OG0938.Superseded values are not recommended for survey control.
 OG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0938.See file dsdata.txt to determine how the superseded data were derived.
 OG0938
 OG0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6175771191(NAD 83)
 OG0938_MARKER: DD = SURVEY DISK
 OG0938_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0938
 OG0938  HISTORY     - Date     Condition        Report By
 OG0938  HISTORY     - 1941     MONUMENTED       IBC
 OG0938  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0938
 OG0938                          STATION DESCRIPTION
 OG0938
 OG0938'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0938'ON THE SOUTHEAST ROUNDED EXTREMITY OF CONNERS ISLAND IN THE NIAGARA
 OG0938'RIVER.
 OG0938'
 OG0938'STATION MARK--IS AN IBC STANDARD BRONZE - DISK STATION MARK SET
 OG0938'NEARLY FLUSH WITH THE GROUND IN TOP OF A CYLINDER OF CONCRETE 8
 OG0938'INCHES IN DIAMETER AND 15 INCHES IN DEPTH.  THERE IS A SUBSURFACE
 OG0938'MARK, A BRASS SCREW SET IN A BLOCK OF CONCRETE 15 INCHES UNDERGROUND.
 OG0938'THIS MARK IS ON THE HIGHEST PART OF THE ISLAND, 40 FEET FROM THE
 OG0938'SOUTH BAY, 60 FEET FROM THE NORTH SHORE AND 80 FEET FROM THE EAST
 OG0938'END OF THE ISLAND.
 OG0938
 OG0938                          STATION RECOVERY (1971)
 OG0938
 OG0938'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0938'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1025 ***********************************************************************
 OG1025  DESIGNATION -  CONNER SUB
 OG1025  PID         -  OG1025
 OG1025  STATE/COUNTY-  NY/NIAGARA
 OG1025  USGS QUAD   -  
 OG1025
 OG1025                         *CURRENT SURVEY CONTROL
 OG1025  ___________________________________________________________________
 OG1025* NAD 83(1996)-  43 04 33.36213(N)    079 00 46.93338(W)     ADJUSTED  
 OG1025* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 OG1025  ___________________________________________________________________
 OG1025  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OG1025  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OG1025
 OG1025  HORZ ORDER  -  THIRD
 OG1025
 OG1025.The horizontal coordinates were established by classical geodetic methods
 OG1025.and adjusted by the National Geodetic Survey in January 1999..
 OG1025
 OG1025.The orthometric height was scaled from a topographic map.
 OG1025
 OG1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1025
 OG1025.The geoid height was determined by GEOID03.
 OG1025
 OG1025;                    North         East     Units Scale Factor Converg.
 OG1025;SPC NY W     -   341,694.885   315,006.886   MT  0.99995256   -0 17 36.5
 OG1025;SPC NY W     - 1,121,043.97  1,033,485.09   sFT  0.99995256   -0 17 36.5
 OG1025;UTM  17      - 4,771,163.160   661,756.730   MT  0.99992189   +1 21 26.4
 OG1025
 OG1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1025!SPC NY W     -   0.99997848  x   0.99995256  =   0.99993104
 OG1025!UTM  17      -   0.99997848  x   0.99992189  =   0.99990037
 OG1025
 OG1025|---------------------------------------------------------------------|
 OG1025| PID    Reference Object                     Distance      Geod. Az  |
 OG1025|                                                           dddmmss.s |
 OG1025| CZ9295 CONNER SUB RM 3                      31.879 METERS 00106     |
 OG1025| OG0938 CONNER IBC                           27.419 METERS 00251     |
 OG1025| OG1026 FOOT SUB IBC                        APPROX. 1.5 KM 1861322.7 |
 OG1025| OG0955 CHIPPEWA TANK IBC                   APPROX. 3.7 KM 2383011.4 |
 OG1025| OG0963 CHIPPEWA ENGLISH CH SPIRE IBC       APPROX. 3.9 KM 2473045.7 |
 OG1025| OG0960 NF SHREDDED WHEAT BLDG IBC          APPROX. 3.6 KM 2821703.8 |
 OG1025| CZ9294 CONNER SUB RM 1                      11.625 METERS 29100     |
 OG1025|---------------------------------------------------------------------|
 OG1025
 OG1025                          SUPERSEDED SURVEY CONTROL
 OG1025
 OG1025  NAD 83(1986)-  43 04 33.36800(N)    079 00 46.93123(W) AD(       ) 3
 OG1025  NAD 27      -  43 04 33.16425(N)    079 00 47.77778(W) AD(       ) 3
 OG1025
 OG1025.Superseded values are not recommended for survey control.
 OG1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1025.See file dsdata.txt to determine how the superseded data were derived.
 OG1025
 OG1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6175771163(NAD 83)
 OG1025_MARKER: N = NAIL
 OG1025_SETTING: 0 = UNSPECIFIED SETTING
 OG1025
 OG1025  HISTORY     - Date     Condition        Report By
 OG1025  HISTORY     - 1941     MONUMENTED       IBC
 OG1025  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG1025
 OG1025                          STATION DESCRIPTION
 OG1025
 OG1025'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1025'ON THE SOUTHEAST ROUNDED EXTREMITY OF CONNERS ISLAND IN THE NIAGARA
 OG1025'RIVER.  DILIGENT SEARCH FAILED TO RECOVER THE ORIGINAL
 OG1025'STATION---CONNER I.W.C. 1909---FOR WHICH THIS NEW STATION IS A
 OG1025'SUBSTITUTE.  THE NEW STATION IS 25 FEET FROM THE EDGE OF THE MARSH
 OG1025'GRASS AND 30 FEET FROM THE EDGE OF THE WATER.
 OG1025'
 OG1025'STATION MARK, THE STATION IS LOCATED ON SOFT GROUND WHERE IT IS NOT
 OG1025'FEASIBLE TO MAINTAIN A PERMANENT MARK.  THEREFORE, THE STATION WAS
 OG1025'MARKED WITH A NAIL IN A WOODEN HUB AND PERMANENTLY REFERENCED.  THE
 OG1025'REFERENCE MARKS ARE--NO 1 IS A 3/4 - INCH DRILL HOLE 3/4 - INCH DEEP
 OG1025'IN A ROCK 4 BY 5 FEET IN AREA AND 2 FEET ABOVE GROUND AT THE EDGE OF
 OG1025'THE LAND IN THE MARSH WEST OF THE STATION.  REFERENCE MARK NO 2
 OG1025'(CONNER - 1941) IS AN IBC STANDARD BRONZE - DISK STATION MARK SET
 OG1025'NEARLY FLUSH WITH THE GROUND IN TOP OF A CYLINDER OF CONCRETE 8
 OG1025'INCHES IN DIAMETER AND 15 INCHES IN DEPTH.  THERE IS A SUBSURFACE
 OG1025'MARK, A BRASS SCREW SET IN A BLOCK OF CONCRETE 15 INCHES UNDERGROUND.
 OG1025'THIS MARK IS ON THE HIGHEST PART OF THE ISLAND, 40 FEET FROM THE
 OG1025'SOUTH BAY, 60 FEET FROM THE NORTH SHORE AND 80 FEET FROM THE EAST
 OG1025'END OF THE ISLAND.  REFERENCE MARK NO 3 IS A NAVIGATION MARK
 OG1025'CONSISTING OF CROSS - ARMS ON A STEEL I - BEAM POST.
 OG1025'
 OG1025'THE DISTANCE BETWEEN REFERENCE MARKS 2 AND 3 IS 14.63 FEET.
 OG1025
 OG1025                          STATION RECOVERY (1971)
 OG1025
 OG1025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1025'STATION SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1404 ***********************************************************************
 OF1404  DESIGNATION -  CONQUEST
 OF1404  PID         -  OF1404
 OF1404  STATE/COUNTY-  NY/CAYUGA
 OF1404  USGS QUAD   -  MONTEZUMA (1978)
 OF1404
 OF1404                         *CURRENT SURVEY CONTROL
 OF1404  ___________________________________________________________________
 OF1404* NAD 83(1996)-  43 07 00.46160(N)    076 38 43.97947(W)     ADJUSTED  
 OF1404* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 OF1404  ___________________________________________________________________
 OF1404  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 OF1404  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OF1404
 OF1404  HORZ ORDER  -  SECOND
 OF1404
 OF1404.The horizontal coordinates were established by classical geodetic methods
 OF1404.and adjusted by the National Geodetic Survey in January 1999..
 OF1404
 OF1404.The orthometric height was scaled from a topographic map.
 OF1404
 OF1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1404
 OF1404.The geoid height was determined by GEOID03.
 OF1404
 OF1404;                    North         East     Units Scale Factor Converg.
 OF1404;SPC NY C     -   346,146.294   244,936.741   MT  0.99993782   -0 02 33.1
 OF1404;SPC NY C     - 1,135,648.30    803,596.62   sFT  0.99993782   -0 02 33.1
 OF1404;UTM  18      - 4,775,098.950   366,127.026   MT  0.99982047   -1 07 29.6
 OF1404
 OF1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1404!SPC NY C     -   0.99997846  x   0.99993782  =   0.99991628
 OF1404!UTM  18      -   0.99997846  x   0.99982047  =   0.99979893
 OF1404
 OF1404|---------------------------------------------------------------------|
 OF1404| PID    Reference Object                     Distance      Geod. Az  |
 OF1404|                                                           dddmmss.s |
 OF1404| DE4521 CONQUEST RM 1                        27.590 METERS 00942     |
 OF1404| DE4520 CONQUEST AZ MK                                     0320713.0 |
 OF1404| OF1400 CATO WATER TANK                     APPROX. 8.6 KM 0462819.6 |
 OF1404| OF1405 SAVANNAH AIRWAY BEACON              APPROX. 6.7 KM 2471546.5 |
 OF1404| OF1412 CLYDE                               APPROX.19.2 KM 2474854.5 |
 OF1404| DE4522 CONQUEST RM 2                        26.228 METERS 26645     |
 OF1404| OF1407 RED CREEK CITY WATER TANK           APPROX.15.9 KM 3351139.7 |
 OF1404|---------------------------------------------------------------------|
 OF1404
 OF1404                          SUPERSEDED SURVEY CONTROL
 OF1404
 OF1404  NAD 83(1986)-  43 07 00.46800(N)    076 38 43.97544(W) AD(       ) 2
 OF1404  NAD 27      -  43 07 00.23000(N)    076 38 45.16800(W) AD(       ) 2
 OF1404
 OF1404.Superseded values are not recommended for survey control.
 OF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1404.See file dsdata.txt to determine how the superseded data were derived.
 OF1404
 OF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN6612775099(NAD 83)
 OF1404_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1404
 OF1404  HISTORY     - Date     Condition        Report By
 OF1404  HISTORY     - 1942     MONUMENTED       CGS
 OF1404  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OF1404  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OF1404
 OF1404                          STATION DESCRIPTION
 OF1404
 OF1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1404'THE STATION IS LOCATED ABOUT 6.5 MILES NW OF WEEDSPORT, 5.5 MILES
 OF1404'N OF PORT BYRON, AND ABOUT 0.25 MILE S OF THE VILLAGE AND
 OF1404'CROSSROADS OF CONQUEST, ON A HIGH ROUND TOPPED HILL IN A PASTURE
 OF1404'FIELD, ON PROPERTY OWNED AND OCCUPIED BY MR. ZACH ALDRICH.  IT
 OF1404'IS 0.1 MILE S OF THE ALDRICH FARMHOUSE, AND 8 FEET NE OF A
 OF1404'N-AND-S FENCE LINE.  THE DISK IS STAMPED CONQUEST 1942, AND
 OF1404'PROJECTS 4 INCHES.
 OF1404'
 OF1404'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OF1404'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OF1404'
 OF1404'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 25 FEET SE OF A LONE
 OF1404'OAK TREE AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.  THE
 OF1404'DISK IS STAMPED CONQUEST NO. 1 1942, AND PROJECTS 4 INCHES.
 OF1404'
 OF1404'REFERENCE MARK NO. 2 IS W OF THE STATION, 2 FEET N OF AN
 OF1404'E-AND-W FENCE LINE, AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 OF1404'STATION.  THE DISK IS STAMPED CONQUEST NO. 2 1942, AND PROJECTS
 OF1404'4 INCHES.
 OF1404'
 OF1404'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, 20 FEET
 OF1404'NE OF THE CENTER OF THE CATO-CONQUEST MACADAM ROAD, 4 FEET N OF A
 OF1404'TELEPHONE POLE, AND 1 FOOT W OF A N-AND-S FENCE LINE.  THE DISK
 OF1404'IS STAMPED CONQUEST 1942, AND PROJECTS 8 INCHES.  TO REACH FROM
 OF1404'THE ALDRICH FARMHOUSE, GO N ON STATE ROUTE 38 FOR 0.2 MILE TO
 OF1404'CROSSROADS, TURN RIGHT AND GO E ON CATO-CONQUEST ROAD FOR 0.3
 OF1404'MILE TO THE MARK ON THE LEFT.
 OF1404'
 OF1404'TO REACH THE STATION FROM THE CROSSROADS AND GENERAL STORE AND
 OF1404'TYDOL SERVICE STATION IN CONQUEST, GO S ON STATE ROUTE 38 FOR 0.2
 OF1404'MILE TO THE HOME OF MR. ZACH ALDRICH ON THE LEFT.  TURN LEFT INTO
 OF1404'THE DRIVEWAY PASSING THROUGH BARNYARD INTO PASTURE.  THEN TURN
 OF1404'SHARP RIGHT UPHILL FOR 0.15 MILE TO THE TOP AND STATION AS
 OF1404'DESCRIBED.  IF TOO WET TO CONTINUE UPHILL, CONTINUE AROUND THE E
 OF1404'SIDE TO THE S END AND FOLLOW FARM ROAD UPHILL TO THE STATION.
 OF1404'
 OF1404'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 OF1404'
 OF1404'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OF1404
 OF1404                          STATION RECOVERY (1943)
 OF1404
 OF1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1404'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND DESCRIPTION FOLLOWS--
 OF1404'
 OF1404'ABOUT 6-1/2 MILES NORTHWEST OF WEEDSPORT, ABOUT 5-1/2 MILES
 OF1404'NORTH OF PORT BYRON, ABOUT 1/4 MILE SOUTH OF CONQUEST ON LAND
 OF1404'OWNED BY MR. ZACH ALDRICH.  THE STATION IS ON THE HIGH PART OF
 OF1404'THE HILL, 8 PACES WEST OF THE EAST BREAK OF THE HILL, 8 FEET
 OF1404'NORTH OF FENCE, 11 PACES WEST OF FENCE CORNER, AND 37 PACES SOUTH
 OF1404'OF A 12 INCH HICKORY.  THE MARKS CORRESPOND TO NOTES 1A, 7A AND
 OF1404'ARE STAMPED--CONQUEST 1942.  THE SURFACE MARK PROJECTS 4
 OF1404'INCHES.
 OF1404'
 OF1404'REFERENCE MARK NO. 1 IS 3 FEET WEST OF THE EAST BREAK OF THE
 OF1404'HILL, 9 PACES SOUTH OF A 12 INCH HICKORY TREE, AND IS NORTH OF THE
 OF1404'STATION.  THE MARK PROJECTS 3 INCHES AND CORRESPONDS TO NOTE 11A.
 OF1404'
 OF1404'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN FENCE LINE, AND IS
 OF1404'6 PACES EAST OF AN OLD TELEPHONE POLE.  THE MARK PROJECTS 6
 OF1404'INCHES AND CORRESPONDS TO NOTE 11A.
 OF1404'
 OF1404'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH-NORTHEAST OF THE
 OF1404'STATION, 2 FEET WEST OF POWERLINE POLE MARKED RGE 38, AND IS 4
 OF1404'FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS 7 PACES NORTH OF
 OF1404'THE CENTERLINE OF THE PAVED ROAD, AND IS ABOUT 150 FEET NORTHWEST
 OF1404'OF SOUTHWORTHS WHITE HOUSE.  THE MARK PROJECTS 11 INCHES AND
 OF1404'CORRESPONDS TO NOTE 11A.  THE AZIMUTH IS REACHED FROM THE
 OF1404'STATION BY GOING TO THE INTERSECTION OF MR. ALDRICHS DRIVEWAY
 OF1404'AND THE MAIN ROAD, GO NORTH 0.25 MILE TO CROSSROADS IN
 OF1404'CONQUEST.  TURN RIGHT, EAST AND GO 0.25 MILE TO AZIMUTH MARK
 OF1404'ON NORTH SIDE OF ROAD.
 OF1404'
 OF1404'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 OF1404'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 OF1404'
 OF1404'REACHED FROM THE JUNCTION OF STATE ROUTES NO. 31 AND NO. 38 IN
 OF1404'PORT BYRON AT THE WEST EDGE OF TOWN BY GOING NORTH ON ROUTE NO. 38
 OF1404'FOR 3.25 MILES TO SENECA RIVER BRIDGE.  CONTINUE NORTH ON NO. 38
 OF1404'FOR 2.65 MILES TO DRIVEWAY OF MR. ALDRICH ON RIGHT, WHICH IS 0.2
 OF1404'MILE SOUTH OF CONQUEST CROSSROAD, THEN TURN RIGHT, EAST INTO
 OF1404'DRIVE UP THROUGH BARN LOT TO EAST END OF BARN.  THEN RIGHT UP
 OF1404'HILL TO TOP AND STATION SITE.
 OF1404
 OF1404                          STATION RECOVERY (1974)
 OF1404
 OF1404'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OF1404'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OF1404'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED TO BE
 OF1404'DESTROYED BY ROAD IMPROVEMENT.  DISTANCE AND ANGLES TO REFERENCE
 OF1404'MARKS WERE NOT CHECKED.
 OF1404'
 OF1404'STATION MARK IS A STANDARD DISK STAMPED CONQUEST 1942, SET IN THE
 OF1404'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.  IT IS
 OF1404'ON HIGH POINT OF HILL.
 OF1404'
 OF1404'RM NO. 1 IS A STANDARD DISK STAMPED CONQUEST NO 1 1942, SET IN THE
 OF1404'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  IT IS
 OF1404'ABOUT 4 FEET LOWER THAN STATION MARK.
 OF1404'
 OF1404'RM NO. 2 IS A STANDARD DISK STAMPED CONQUEST NO 2 1942, SET IN THE
 OF1404'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS
 OF1404'ABOUT 2 FEET LOWER THAN STATION MARK.
 OF1404'
 OF1404'TO REACH STATION FROM THE MAIN CROSSROAD IN VILLAGE OF CONQUEST,
 OF1404'GO SOUTH ON N.Y. RTE. 38 FOR 0.2 MILE TO DRIVEWAY ON LEFT.  TURN
 OF1404'LEFT, INTO OLD FARM BUILDINGS, THEN FOLLOW OLD ROAD UPHILL 0.1
 OF1404'MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4313 ***********************************************************************
 LX4313  DESIGNATION -  CONS HOOK RESET
 LX4313  PID         -  LX4313
 LX4313  STATE/COUNTY-  NY/ORANGE
 LX4313  USGS QUAD   -  PEEKSKILL (1981)
 LX4313
 LX4313                         *CURRENT SURVEY CONTROL
 LX4313  ___________________________________________________________________
 LX4313* NAD 83(1996)-  41 21 07.47721(N)    073 57 45.26758(W)     ADJUSTED  
 LX4313* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX4313  ___________________________________________________________________
 LX4313  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 LX4313  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LX4313
 LX4313  HORZ ORDER  -  THIRD
 LX4313
 LX4313.The horizontal coordinates were established by classical geodetic methods
 LX4313.and adjusted by the National Geodetic Survey in January 1999..
 LX4313
 LX4313.The orthometric height was scaled from a topographic map.
 LX4313
 LX4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4313
 LX4313.The geoid height was determined by GEOID03.
 LX4313
 LX4313;                    North         East     Units Scale Factor Converg.
 LX4313;SPC NY E     -   279,783.726   194,970.532   MT  0.99992488   +0 21 18.3
 LX4313;SPC NY E     -   917,923.77    639,665.82   sFT  0.99992488   +0 21 18.3
 LX4313;UTM  18      - 4,578,361.261   586,783.772   MT  0.99969269   +0 41 07.6
 LX4313
 LX4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4313!SPC NY E     -   1.00000434  x   0.99992488  =   0.99992922
 LX4313!UTM  18      -   1.00000434  x   0.99969269  =   0.99969703
 LX4313
 LX4313|---------------------------------------------------------------------|
 LX4313| PID    Reference Object                     Distance      Geod. Az  |
 LX4313|                                                           dddmmss.s |
 LX4313| CB3869 CONS HOOK RM 1                        3.340 METERS 08058     |
 LX4313| LX4314 CON HOOK LIGHT                       24.342 METERS 08525     |
 LX4313| LX1103 DENNINGS LANDING RESET              APPROX. 0.6 KM 1274251.8 |
 LX4313| CB3870 CONS HOOK RM 2                        2.865 METERS 35130     |
 LX4313|---------------------------------------------------------------------|
 LX4313
 LX4313                          SUPERSEDED SURVEY CONTROL
 LX4313
 LX4313  NAD 83(1986)-  41 21 07.47828(N)    073 57 45.26947(W) AD(       ) 3
 LX4313  NAD 27      -  41 21 07.14438(N)    073 57 46.76800(W) AD(       ) 3
 LX4313
 LX4313.Superseded values are not recommended for survey control.
 LX4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4313.See file dsdata.txt to determine how the superseded data were derived.
 LX4313
 LX4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8678478361(NAD 83)
 LX4313
 LX4313  HISTORY     - Date     Condition        Report By
 LX4313  HISTORY     - 1932     MONUMENTED       CGS
 LX4313  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4313
 LX4313                          STATION DESCRIPTION
 LX4313
 LX4313'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4313'THIS STATION WAS ORIGINALLY ESTABLISHED IN 1852.  IT IS LOCATED ON
 LX4313'THE ROCKY PENINSULA KNOWN AS CON HOOK IN THE HUDSON RIVER ABOUT 2
 LX4313'MILES N OF BEAR MOUNTAIN BRIDGE.  IT IS ON THE HIGH GROUND ABOUT 25
 LX4313'METERS W OF THE E EDGE OF THE POINT AND 24 METERS INSHORE FROM CON
 LX4313'HOOK LIGHT.  STATION RE-MARKED WITH STANDARD DISK STAMPED CON
 LX4313'HOOK 1852 SET IN ORIGINAL DRILL HOLE.
 LX4313'
 LX4313'TWO REFERENCE MARKS WERE SET, STANDARD DISKS IN DRILL HOLES IN
 LX4313'OUTCROPPING BEDROCK, BOTH STAMPED CON HOOK 1852.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2335 ***********************************************************************
 KU2335  DESIGNATION -  CONSCIENCE
 KU2335  PID         -  KU2335
 KU2335  STATE/COUNTY-  NY/SUFFOLK
 KU2335  USGS QUAD   -  SAINT JAMES (1979)
 KU2335
 KU2335                         *CURRENT SURVEY CONTROL
 KU2335  ___________________________________________________________________
 KU2335* NAD 83(1996)-  40 57 37.39833(N)    073 07 44.51856(W)     ADJUSTED  
 KU2335* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU2335  ___________________________________________________________________
 KU2335  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 KU2335  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 KU2335
 KU2335  HORZ ORDER  -  THIRD
 KU2335
 KU2335.The horizontal coordinates were established by classical geodetic methods
 KU2335.and adjusted by the National Geodetic Survey in January 1999..
 KU2335
 KU2335.The orthometric height was scaled from a topographic map.
 KU2335
 KU2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2335
 KU2335.The geoid height was determined by GEOID03.
 KU2335
 KU2335;                    North         East     Units Scale Factor Converg.
 KU2335;SPC NY L     -    88,505.078   373,321.382   MT  0.99999675   +0 34 10.9
 KU2335;SPC NY L     -   290,370.41  1,224,805.23   sFT  0.99999675   +0 34 10.9
 KU2335;SPC CT       -   166,580.631   272,890.573   MT  1.00003285   -0 15 04.8
 KU2335;SPC CT       -   546,523.29    895,308.49   sFT  1.00003285   -0 15 04.8
 KU2335;UTM  18      - 4,536,045.340   657,449.351   MT  0.99990512   +1 13 36.3
 KU2335
 KU2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2335!SPC NY L     -   1.00000436  x   0.99999675  =   1.00000111
 KU2335!SPC CT       -   1.00000436  x   1.00003285  =   1.00003721
 KU2335!UTM  18      -   1.00000436  x   0.99990512  =   0.99990948
 KU2335
 KU2335:                Primary Azimuth Mark                     Grid Az
 KU2335:SPC NY L     -  TOP 1931                                 073 03 55.3
 KU2335:SPC CT       -  TOP 1931                                 073 53 11.0
 KU2335:UTM  18      -  TOP 1931                                 072 24 29.9
 KU2335
 KU2335|---------------------------------------------------------------------|
 KU2335| PID    Reference Object                     Distance      Geod. Az  |
 KU2335|                                                           dddmmss.s |
 KU2335| KU2234 TOP 1931                            APPROX. 4.6 KM 0733806.2 |
 KU2335| KU2216 SETAUKET PRESB CHURCH SPIRE         APPROX. 2.2 KM 1363253.7 |
 KU2335|---------------------------------------------------------------------|
 KU2335
 KU2335                          SUPERSEDED SURVEY CONTROL
 KU2335
 KU2335  NAD 83(1996)-  40 57 37.39997(N)    073 07 44.51822(W) AD(       ) 3
 KU2335  NAD 83(1992)-  40 57 37.39872(N)    073 07 44.51743(W) AD(       ) 3
 KU2335  NAD 83(1986)-  40 57 37.40185(N)    073 07 44.52023(W) AD(       ) 3
 KU2335  NAD 27      -  40 57 37.04000(N)    073 07 46.13000(W) AD(       ) 3
 KU2335
 KU2335.Superseded values are not recommended for survey control.
 KU2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2335.See file dsdata.txt to determine how the superseded data were derived.
 KU2335
 KU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5744936045(NAD 83)
 KU2335_MARKER: Z = SEE DESCRIPTION
 KU2335_SETTING: 0 = UNSPECIFIED SETTING
 KU2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2335
 KU2335  HISTORY     - Date     Condition        Report By
 KU2335  HISTORY     - 1931     MONUMENTED       CGS
 KU2335  HISTORY     - 1951     GOOD             CGS
 KU2335
 KU2335                          STATION DESCRIPTION
 KU2335
 KU2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 KU2335'STATION IS ON CUPOLA OF HOUSE BELONGING TO J.W. DOLAND ON OLD
 KU2335'FIELD POINT HIGHWAY ABOUT 1 MILE S OF OLD FIELD LIGHTHOUSE.
 KU2335'
 KU2335'THE CENTER OF A COPPER HINGE IN GLASS SKYLIGHT IN CENTER OF
 KU2335'CUPOLA IS THE STATION.  THIS STATION WAS ESTABLISHED FOR
 KU2335'TOPOGRAPHIC CONTROL IN CONSCIENCE BAY AND DUE TO ITS POSITION
 KU2335'ON TOP OF THE HOUSE IT WAS NOT MARKED.
 KU2335'
 KU2335'STATION SETAUKET PRESBYTERIAN CHURCH IS S 43 DEG
 KU2335'27 MIN E AND STATION TOP IS N 73 DEG 38 MIN E.
 KU2335
 KU2335                          STATION RECOVERY (1951)
 KU2335
 KU2335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAP)
 KU2335'STATION WAS RECOVERED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 KU2335'EXCEPT FOR THE FOLLOWING CHANGES--
 KU2335'
 KU2335'STATION IS NOT STRICTLY A CUPOLA.  IT IS OBSERVATION
 KU2335'PLATFORM WITH SKYLIGHT.
 KU2335'
 KU2335'MR. DOLAND NO LONGER OWNS PROPERTY.  NOW OWNED BY LUKE IRACE.
 KU2335'
 KU2335'PROPERTY IS NOW UP FOR SALE.  MAY CHANGE OWNERSHIP IN
 KU2335'THE FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1349 ***********************************************************************
 OF1349  DESIGNATION -  CONSTANTIA
 OF1349  PID         -  OF1349
 OF1349  STATE/COUNTY-  NY/OSWEGO
 OF1349  USGS QUAD   -  CICERO (1978)
 OF1349
 OF1349                         *CURRENT SURVEY CONTROL
 OF1349  ___________________________________________________________________
 OF1349* NAD 83(1996)-  43 14 57.68614(N)    076 00 08.35575(W)     ADJUSTED  
 OF1349* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 OF1349  ___________________________________________________________________
 OF1349  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 OF1349  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OF1349
 OF1349  HORZ ORDER  -  SECOND
 OF1349
 OF1349.The horizontal coordinates were established by classical geodetic methods
 OF1349.and adjusted by the National Geodetic Survey in January 1999..
 OF1349
 OF1349.The orthometric height was scaled from a topographic map.
 OF1349
 OF1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1349
 OF1349.The geoid height was determined by GEOID03.
 OF1349
 OF1349;                    North         East     Units Scale Factor Converg.
 OF1349;SPC NY C     -   361,034.597   297,181.374   MT  0.99996487   +0 23 53.2
 OF1349;SPC NY C     - 1,184,494.34    975,002.56   sFT  0.99996487   +0 23 53.2
 OF1349;UTM  18      - 4,788,993.770   418,633.351   MT  0.99968144   -0 41 12.5
 OF1349
 OF1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1349!SPC NY C     -   0.99998663  x   0.99996487  =   0.99995151
 OF1349!UTM  18      -   0.99998663  x   0.99968144  =   0.99966808
 OF1349
 OF1349:                Primary Azimuth Mark                     Grid Az
 OF1349:SPC NY C     -  KIBBY                                    016 17 27.3
 OF1349:UTM  18      -  KIBBY                                    017 22 33.0
 OF1349
 OF1349|---------------------------------------------------------------------|
 OF1349| PID    Reference Object                     Distance      Geod. Az  |
 OF1349|                                                           dddmmss.s |
 OF1349| OE1987 KIBBY                               APPROX. 3.3 KM 0164120.5 |
 OF1349| OF1351 CONSTANTIA 1942 RM 1                 38.424 METERS 07630     |
 OF1349| OF1350 CONSTANTIA PRESB CH SPIRE 1942       35.900 METERS 17908     |
 OF1349| DE4523 CONSTANTIA AZ MK                                   2762633.7 |
 OF1349| DE4524 CONSTANTIA RM 2                      29.429 METERS 33212     |
 OF1349|---------------------------------------------------------------------|
 OF1349
 OF1349                          SUPERSEDED SURVEY CONTROL
 OF1349
 OF1349  NAD 83(1986)-  43 14 57.69139(N)    076 00 08.35310(W) AD(       ) 2
 OF1349  NAD 27      -  43 14 57.44300(N)    076 00 09.64600(W) AD(       ) 2
 OF1349
 OF1349.Superseded values are not recommended for survey control.
 OF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1349.See file dsdata.txt to determine how the superseded data were derived.
 OF1349
 OF1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN1863388994(NAD 83)
 OF1349_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1349
 OF1349  HISTORY     - Date     Condition        Report By
 OF1349  HISTORY     - 1942     MONUMENTED       CGS
 OF1349  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OF1349  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OF1349
 OF1349                          STATION DESCRIPTION
 OF1349
 OF1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1349'STATION IS LOCATED ABOUT 8 MILES ESE OF CENTRAL SQUARE AND ABOUT 6
 OF1349'MILES W OF CLEVELAND ON THE PROPERTY OF THE PRESBYTERIAN CHURCH
 OF1349'IN CONSTANTIA.  MARK IS 13 PACES E OF A TRIANGULAR-BLAZED 24-INCH
 OF1349'ELM TREE AND 13 PACES SSW OF THE NW CORNER OF THE SCHOOLYARD.
 OF1349'MARK IS STAMPED CONSTANTIA 1942 AND PROJECTS ABOUT 2 INCHES.
 OF1349'
 OF1349'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OF1349'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OF1349'
 OF1349'REFERENCE MARK NO.1 IS 5 PACES W OF A 4-INCH ELM TREE AND 12
 OF1349'PACES NE OF THE NW CORNER OF THE SCHOOL.  MARK IS STAMPED
 OF1349'CONSTANTIA NO.1 1942 AND PROJECTS ABOUT 5 INCHES.
 OF1349'
 OF1349'REFERENCE MARK NO.2 IS 31 PACES N OF A TRIANGULAR-BLAZED ELM
 OF1349'TREE 1 FOOT W OF THE W EDGE OF THE SIDEWALK AND JUST N OF A
 OF1349'CROSS WALK.  MARK IS STAMPED CONSTANTIA NO.2 1942 AND PROJECTS
 OF1349'ABOUT 3 INCHES.
 OF1349'
 OF1349'AZIMUTH MARK IS 11 PACES N OF THE CENTER LINE OF STATE ROUTE
 OF1349'49, 29 PACES W OF POLE N Y T 279, AND 8 PACES E OF THE FENCE
 OF1349'CORNER OPPOSITE THE RESIDENCE OF F.R. MOULTON.  MARK IS
 OF1349'STAMPED CONSTANTIA 1942 AND PROJECTS ABOUT 3 INCHES.
 OF1349'
 OF1349'TO REACH THE STATION FROM THE HOTEL VANDERBILT ON STATE ROUTE
 OF1349'49 IN CONSTANTIA GO N ON A PAVED ROAD WHICH IS JUST W OF THE
 OF1349'HOTEL FOR 0.05 MILE TO A PAVED STREET LEFT, TURN LEFT AND GO
 OF1349'W FOR 0.1 MILE TO THE PRESBYTERIAN CHURCH ON THE RIGHT AND THE
 OF1349'STATION IN THE REAR.
 OF1349'
 OF1349'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 OF1349
 OF1349                          STATION RECOVERY (1957)
 OF1349
 OF1349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OF1349'A BUILDING HAS BEEN CONSTRUCTED ON THE SITE AND THE MARK HAS
 OF1349'PROBABLY BEEN DESTROYED.
 OF1349
 OF1349                          STATION RECOVERY (1975)
 OF1349
 OF1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OF1349'NO MARKS WERE FOUND.  A RECOVERY DESCRIPTION IN 1957 BY THE
 OF1349'U.S. GEOLOGICAL SURVEY STATES THAN AN ADDITION WAS BUILT ONTO THE
 OF1349'OLD BUILDING AND IT COVERED THE STATION.
 OF1349'
 OF1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF1349'IN CONSTANTIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1350 ***********************************************************************
 OF1350  DESIGNATION -  CONSTANTIA PRESB CH SPIRE 1942
 OF1350  PID         -  OF1350
 OF1350  STATE/COUNTY-  NY/OSWEGO
 OF1350  USGS QUAD   -  CICERO (1978)
 OF1350
 OF1350                         *CURRENT SURVEY CONTROL
 OF1350  ___________________________________________________________________
 OF1350* NAD 83(1996)-  43 14 56.52296(N)    076 00 08.33156(W)     ADJUSTED  
 OF1350* NAVD 88     -                                                        
 OF1350  ___________________________________________________________________
 OF1350  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 OF1350  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OF1350
 OF1350  HORZ ORDER  -  THIRD
 OF1350
 OF1350.The horizontal coordinates were established by classical geodetic methods
 OF1350.and adjusted by the National Geodetic Survey in January 1999..
 OF1350
 OF1350
 OF1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1350
 OF1350.The geoid height was determined by GEOID03.
 OF1350
 OF1350;                    North         East     Units Scale Factor Converg.
 OF1350;SPC NY C     -   360,998.706   297,182.169   MT  0.99996487   +0 23 53.2
 OF1350;SPC NY C     - 1,184,376.59    975,005.17   sFT  0.99996487   +0 23 53.2
 OF1350;UTM  18      - 4,788,957.881   418,633.466   MT  0.99968144   -0 41 12.5
 OF1350
 OF1350                          SUPERSEDED SURVEY CONTROL
 OF1350
 OF1350  NAD 83(1986)-  43 14 56.52823(N)    076 00 08.32901(W) AD(       ) 4
 OF1350  NAD 27      -  43 14 56.28000(N)    076 00 09.62700(W) AD(       ) 3
 OF1350
 OF1350.Superseded values are not recommended for survey control.
 OF1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1350.See file dsdata.txt to determine how the superseded data were derived.
 OF1350
 OF1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN1863388958(NAD 83)
 OF1350
 OF1350  HISTORY     - Date     Condition        Report By
 OF1350  HISTORY     - 1942     MONUMENTED       CGS
 OF1350
 OF1350                          STATION DESCRIPTION
 OF1350
 OF1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1350'A WOODEN FRAME STRUCTURE WITH BELFRY AND SPIRE POINTED ON
 OF1350'TOP.  POINTED TOP (ABOUT 55 FEET HIGH) IS POINT SIGHTED
 OF1350'ON.  SPIRE TIED TO STATION CONSTANTIA IN REAR OF CHURCH BY ANGLE
 OF1350'AND DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1294 ***********************************************************************
 NC1294  DESIGNATION -  CONSTANTINE
 NC1294  PID         -  NC1294
 NC1294  STATE/COUNTY-  NY/ERIE
 NC1294  USGS QUAD   -  HAMBURG (1965)
 NC1294
 NC1294                         *CURRENT SURVEY CONTROL
 NC1294  ___________________________________________________________________
 NC1294* NAD 83(1996)-  42 43 17.77374(N)    078 48 44.54985(W)     ADJUSTED  
 NC1294* NAVD 88     -       255.8    (meters)     839.     (feet)  VERTCON   
 NC1294  ___________________________________________________________________
 NC1294  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 NC1294  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NC1294
 NC1294  HORZ ORDER  -  FIRST
 NC1294
 NC1294.The horizontal coordinates were established by classical geodetic methods
 NC1294.and adjusted by the National Geodetic Survey in January 1999..
 NC1294
 NC1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1294
 NC1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1294
 NC1294.The geoid height was determined by GEOID03.
 NC1294
 NC1294;                    North         East     Units Scale Factor Converg.
 NC1294;SPC NY W     -   302,270.361   331,240.796   MT  0.99994183   -0 09 19.4
 NC1294;SPC NY W     -   991,698.68  1,086,745.84   sFT  0.99994183   -0 09 19.4
 NC1294;UTM  17      - 4,732,220.592   679,116.148   MT  0.99999472   +1 29 04.4
 NC1294
 NC1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1294!SPC NY W     -   0.99996532  x   0.99994183  =   0.99990715
 NC1294!UTM  17      -   0.99996532  x   0.99999472  =   0.99996004
 NC1294
 NC1294|---------------------------------------------------------------------|
 NC1294| PID    Reference Object                     Distance      Geod. Az  |
 NC1294|                                                           dddmmss.s |
 NC1294| CZ9299 CONSTANTINE RM 3                     27.067 METERS 05128     |
 NC1294| CZ9300 CONSTANTINE RM 4                                   1473438.3 |
 NC1294| NC1296 HAMBURG STANDPIPE                   APPROX. 1.7 KM 2444249.7 |
 NC1294| CZ9296 CONSTANTINE AZ MK                                  2720807.9 |
 NC1294| CZ9297 CONSTANTINE RM 1                     48.722 METERS 27214     |
 NC1294| CZ9298 CONSTANTINE RM 2                     78.169 METERS 32224     |
 NC1294|---------------------------------------------------------------------|
 NC1294
 NC1294                          SUPERSEDED SURVEY CONTROL
 NC1294
 NC1294  NAD 83(1986)-  42 43 17.77979(N)    078 48 44.54633(W) AD(       ) 1
 NC1294  NAD 27      -  42 43 17.56579(N)    078 48 45.43188(W) AD(       ) 1
 NC1294  NGVD 29 (07/19/86)  255.9    (m)          840.     (f) VERT ANG       
 NC1294
 NC1294.Superseded values are not recommended for survey control.
 NC1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1294.See file dsdata.txt to determine how the superseded data were derived.
 NC1294
 NC1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7911632221(NAD 83)
 NC1294_MARKER: DS = TRIANGULATION STATION DISK
 NC1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1294
 NC1294  HISTORY     - Date     Condition        Report By
 NC1294  HISTORY     - 1939     MONUMENTED       CGS
 NC1294  HISTORY     - 1964     GOOD             CGS
 NC1294  HISTORY     - 1973     GOOD             NGS
 NC1294
 NC1294                          STATION DESCRIPTION
 NC1294
 NC1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC1294'LOCATED IN THE NORTHEAST PART OF THE TOWN OF HAMBURG ON THE
 NC1294'PROPERTY OF MR. CONSTANTINE.  IT IS 57 PACES EAST OF THE END
 NC1294'OF EAST PROSPECT STREET AND ITS INTERSECTION WITH A NORTH-SOUTH
 NC1294'ROAD.  IT IS ABOUT 47 PACES EAST-NORTHEAST OF A SMALL GREEN
 NC1294'HOUSE, 18 PACES WEST OF THE SOUTHWEST CORNER OF AN APPLE ORCHARD
 NC1294'AND 3 PACES NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 NC1294'GARDEN.  THE MARK WAS PLACED 12 INCHES BELOW THE SURFACE.
 NC1294'
 NC1294'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 NC1294'STANDARD BRONZE DISKS SET IN CONCRETE.
 NC1294'
 NC1294'REFERENCE MARK NO.1 IS ON THE EAST SIDE OF A NORTH-SOUTH ROAD,
 NC1294'15 PACES SOUTHEAST OF THE INTERSECTION OF EAST PROSPECT
 NC1294'STREET AND THE NORTH-SOUTH ROAD AND 5 PACES NORTH OF A DRIVEWAY
 NC1294'LEADING TO THE RESIDENCE OF J.S. ACQUISTO.
 NC1294'
 NC1294'REFERENCE MARK NO.2 IS 56 PACES NORTH OF THE INTERSECTION OF
 NC1294'EAST PROSPECT STREET AND A NORTH-SOUTH ROAD.  16 FEET EAST OF THE
 NC1294'CENTER LINE OF THE NORTH-SOUTH ROAD AND 3 FEET SOUTHWEST OF A
 NC1294'TELEPHONE POLE.
 NC1294'
 NC1294'THE AZIMUTH MARK IS IN THE TOWN OF HAMBURG.  45 PACES WEST OF
 NC1294'THE INTERSECTION OF EAST PROSPECT STREET AND CHARLOTTE STREET.  IT
 NC1294'IS 15 FEET SOUTH OF THE CENTER LINE OF EAST PROSPECT STREET AND
 NC1294'3 FEET EAST OF TELEPHONE POLE NO. 308-778-45.
 NC1294'
 NC1294'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 NC1294
 NC1294                          STATION RECOVERY (1964)
 NC1294
 NC1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLB)
 NC1294'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 NC1294'AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.
 NC1294
 NC1294                          STATION RECOVERY (1973)
 NC1294
 NC1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1294'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 NC1294'GOOD CONDITION.  THE AZIMUTH AND REFERENCE MARK 1 WERE NOT
 NC1294'FOUND AND A NEW REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 NC1294'ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO
 NC1294'REFERENCE MARK 2 CHECKED WITH THE 1939 DATA.
 NC1294'
 NC1294'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 NC1294'
 NC1294'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE VILLAGE OF
 NC1294'NORTH BOSTON, 1 MILE EAST OF HAMBURG VILLAGE, 1/2 MILE NORTH OF
 NC1294'STATE HIGHWAY 391 AND ON PROPERTY OWNED BY MRS. MEYER.
 NC1294'
 NC1294'TO REACH THE STATION FROM THE JUNCTION OF MC KINLEY PARKWAY AND
 NC1294'U.S. HIGHWAY 219 IN THE SOUTHEAST EDGE OF THE VILLAGE OF
 NC1294'HAMBURG, GO NORTH ON MC KINLEY PARKWAY FOR 0.3 MILE TO NEWTON
 NC1294'STREET.  (TO REACH THE REFERENCE MARK 4 FROM THIS POINT TURN RIGHT
 NC1294'AND GO EAST ON NEWTON STREET FOR 0.2 MILE TO THE MARK ON THE
 NC1294'LEFT AS DESCRIBED.) CONTINUE NORTH ON MC KINLEY PARKWAY FOR 0.2
 NC1294'MILE TO EAST PROSPECT STREET ON THE LEFT AND THE STATION ON THE
 NC1294'RIGHT AS DESCRIBED.
 NC1294'
 NC1294'THE STATION SURFACE MARK, STAMPED CONSTANTINE 1939, IS A
 NC1294'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST 1 FOOT
 NC1294'BELOW THE GROUND.  IT IS 118 FEET SOUTHWEST OF A 10-INCH PINE TREE,
 NC1294'69.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE AND 65 FEET
 NC1294'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.
 NC1294'
 NC1294'REFERENCE MARK 2, STAMPED CONSTANTINE NO 2 1939, IS A STANDARD
 NC1294'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 NC1294'WITH THE GROUND.  IT IS 27 FEET EAST OF THE CENTER OF MC KINLEY
 NC1294'PARKWAY, 12 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY AND 11
 NC1294'FEET SOUTH OF A POWER POLE.
 NC1294'
 NC1294'REFERENCE MARK 3, STAMPED CONSTANTINE 1939 NO 3 1973, IS A
 NC1294'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 2 INCHES
 NC1294'BELOW GROUND.  IT IS 87 FEET EAST OF THE SOUTHEAST CORNER OF A
 NC1294'GARAGE, 58 FEET NORTH OF THE PROPERTY LINE AND 9 FEET NORTHWEST
 NC1294'OF A 10-INCH APPLE TREE.
 NC1294'
 NC1294'REFERENCE MARK 4, STAMPED CONSTANTINE 1939 NO 4 1973, IS A
 NC1294'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH
 NC1294'WITH THE GROUND.  IT IS 23 FEET EAST OF THE CENTER OF A PAVED
 NC1294'DRIVEWAY, 14 FEET NORTH OF THE CENTER OF NEWTON STREET, 14 FEET
 NC1294'SOUTHEAST OF A POWER POLE AND 2 FEET EAST OF A METAL WITNESS
 NC1294'POST.
 NC1294'
 NC1294'NOTE--NO MEASUREMENT BETWEEN THE MARKS DUE TO A HOUSE BEING
 NC1294'ON LINE.
 NC1294'
 NC1294'HEIGHT OF LIGHT ABOVE STATION MARK 28.8 METERS.
 NC1294'
 NC1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1294'1 MILE EAST OF HAMBURG VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4403 ***********************************************************************
 LX4403  DESIGNATION -  CONSTITUTION ISLAND LIGHT
 LX4403  PID         -  LX4403
 LX4403  STATE/COUNTY-  NY/PUTNAM
 LX4403  USGS QUAD   -  WEST POINT (1981)
 LX4403
 LX4403                         *CURRENT SURVEY CONTROL
 LX4403  ___________________________________________________________________
 LX4403* NAD 83(1996)-  41 24 12.45155(N)    073 57 34.70893(W)     ADJUSTED  
 LX4403* NAVD 88     -                                                        
 LX4403  ___________________________________________________________________
 LX4403  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 LX4403  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LX4403
 LX4403  HORZ ORDER  -  THIRD
 LX4403
 LX4403.The horizontal coordinates were established by classical geodetic methods
 LX4403.and adjusted by the National Geodetic Survey in January 1999..
 LX4403
 LX4403
 LX4403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4403
 LX4403.The geoid height was determined by GEOID03.
 LX4403
 LX4403;                    North         East     Units Scale Factor Converg.
 LX4403;SPC NY E     -   285,491.234   195,180.383   MT  0.99992511   +0 21 26.6
 LX4403;SPC NY E     -   936,649.16    640,354.31   sFT  0.99992511   +0 21 26.6
 LX4403;UTM  18      - 4,584,068.559   586,960.652   MT  0.99969306   +0 41 17.1
 LX4403
 LX4403                          SUPERSEDED SURVEY CONTROL
 LX4403
 LX4403  NAD 83(1986)-  41 24 12.45306(N)    073 57 34.71125(W) AD(       ) 4
 LX4403  NAD 27      -  41 24 12.12400(N)    073 57 36.20800(W) AD(       ) 3
 LX4403
 LX4403.Superseded values are not recommended for survey control.
 LX4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4403.See file dsdata.txt to determine how the superseded data were derived.
 LX4403
 LX4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8696184069(NAD 83)
 LX4403
 LX4403  HISTORY     - Date     Condition        Report By
 LX4403  HISTORY     - 1933     MONUMENTED       CGS
 LX4403  HISTORY     - 1975     SEE DESCRIPTION  DOD
 LX4403
 LX4403                          STATION DESCRIPTION
 LX4403
 LX4403'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4403'THIS LIGHT IS SHOWN IN THE LIGHT LIST AS MAGAZINE POINT
 LX4403'LIGHT.  IT IS LOCATED ON THE E SIDE OF THE HUDSON RIVER JUST N
 LX4403'OF WEST POINT ON THE W SIDE OF CONSTITUTION ISLAND.  IT IS ON A
 LX4403'LEDGE ON THE FACE OF A STEEP CLIFF AND IS A RED PYRAMIDAL
 LX4403'SKELETON TOWER WITH WHITE TANK HOUSE ON A WHITE CONCRETE
 LX4403'FOUNDATION.  IT WAS ESTABLISHED IN 1919.
 LX4403
 LX4403                          STATION RECOVERY (1975)
 LX4403
 LX4403'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 LX4403'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4405 ***********************************************************************
 LX4405  DESIGNATION -  CONSTITUTION ISLAND RESET
 LX4405  PID         -  LX4405
 LX4405  STATE/COUNTY-  NY/PUTNAM
 LX4405  USGS QUAD   -  WEST POINT (1981)
 LX4405
 LX4405                         *CURRENT SURVEY CONTROL
 LX4405  ___________________________________________________________________
 LX4405* NAD 83(1996)-  41 24 24.05130(N)    073 57 34.41673(W)     ADJUSTED  
 LX4405* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX4405  ___________________________________________________________________
 LX4405  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 LX4405  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LX4405
 LX4405  HORZ ORDER  -  THIRD
 LX4405
 LX4405.The horizontal coordinates were established by classical geodetic methods
 LX4405.and adjusted by the National Geodetic Survey in January 1999..
 LX4405
 LX4405.The orthometric height was scaled from a topographic map.
 LX4405
 LX4405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4405
 LX4405.The geoid height was determined by GEOID03.
 LX4405
 LX4405;                    North         East     Units Scale Factor Converg.
 LX4405;SPC NY E     -   285,849.101   195,184.937   MT  0.99992512   +0 21 26.8
 LX4405;SPC NY E     -   937,823.26    640,369.25   sFT  0.99992512   +0 21 26.8
 LX4405;UTM  18      - 4,584,426.363   586,963.140   MT  0.99969307   +0 41 17.5
 LX4405
 LX4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4405!SPC NY E     -   1.00000403  x   0.99992512  =   0.99992915
 LX4405!UTM  18      -   1.00000403  x   0.99969307  =   0.99969710
 LX4405
 LX4405|---------------------------------------------------------------------|
 LX4405| PID    Reference Object                     Distance      Geod. Az  |
 LX4405|                                                           dddmmss.s |
 LX4405| CB3875 CONSTITUTION ID RM 2                  7.420 METERS 10120     |
 LX4405| CB3874 CONSTITUTION ID RM 1                  9.060 METERS 24001     |
 LX4405| LX4365 ZIP                                 APPROX. 0.7 KM 2421854.1 |
 LX4405|---------------------------------------------------------------------|
 LX4405
 LX4405                          SUPERSEDED SURVEY CONTROL
 LX4405
 LX4405  NAD 83(1986)-  41 24 24.05285(N)    073 57 34.41908(W) AD(       ) 3
 LX4405  NAD 27      -  41 24 23.72400(N)    073 57 35.91700(W) AD(       ) 3
 LX4405
 LX4405.Superseded values are not recommended for survey control.
 LX4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4405.See file dsdata.txt to determine how the superseded data were derived.
 LX4405
 LX4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8696384426(NAD 83)
 LX4405_MARKER: DS = TRIANGULATION STATION DISK
 LX4405_SETTING: 80 = SET IN A BOULDER
 LX4405_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX4405
 LX4405  HISTORY     - Date     Condition        Report By
 LX4405  HISTORY     - 1933     MONUMENTED       CGS
 LX4405  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4405  HISTORY     - 1933     GOOD             CGS
 LX4405  HISTORY     - 1975     GOOD             DOD
 LX4405
 LX4405                          STATION DESCRIPTION
 LX4405
 LX4405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4405'THIS STATION WAS RECOVERED FROM THE OLD DESCRIPTION AND FOUND IN
 LX4405'GOOD CONDITION.  IT WAS RE-MARKED BY STANDARD DISK.  A NEW
 LX4405'DESCRIPTION ACCOMPANIES THE RECORDS.
 LX4405
 LX4405                          STATION RECOVERY (1933)
 LX4405
 LX4405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4405'THIS STATION WAS RECOVERED AND MARKED USING STANDARD DISKS,
 LX4405'PROPERLY STAMPED, CEMENTED IN DRILL HOLES IN ROCKS.  THE STATION
 LX4405'IS ON THE N END OF CONSTITUTION ISLAND AND ABOUT 1/2 MILE S OF
 LX4405'COLD SPRING, NEW YORK.  SKETCH BELOW GIVES FURTHER DETAIL.
 LX4405'
 LX4405'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.0 METERS.
 LX4405
 LX4405                          STATION RECOVERY (1975)
 LX4405
 LX4405'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 LX4405'STATION FOUND IN GOOD CONDITION.  THE MARK IS ON THE SECOND
 LX4405'ROCKY POINT E OF THE NORTHWESTERN CORNER OF CONSTITUTION ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0621 ***********************************************************************
 PH0621  DESIGNATION -  CONTROL
 PH0621  PID         -  PH0621
 PH0621  STATE/COUNTY-  NY/ST LAWRENCE
 PH0621  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0621
 PH0621                         *CURRENT SURVEY CONTROL
 PH0621  ___________________________________________________________________
 PH0621* NAD 83(1986)-  44 58 45.     (N)    074 51 07.     (W)     SCALED    
 PH0621* NAVD 88     -        76.445  (meters)     250.80   (feet)  ADJUSTED  
 PH0621  ___________________________________________________________________
 PH0621  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 PH0621  DYNAMIC HT  -          76.444 (meters)     250.80  (feet)  COMP
 PH0621  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 PH0621
 PH0621  VERT ORDER  -  FIRST     CLASS 0
 PH0621
 PH0621.The horizontal coordinates were scaled from a topographic map and have
 PH0621.an estimated accuracy of +/- 6 seconds.
 PH0621
 PH0621.The orthometric height was determined by differential leveling
 PH0621.and adjusted by the National Geodetic Survey in June 1991..
 PH0621
 PH0621.The geoid height was determined by GEOID03.
 PH0621
 PH0621.The dynamic height is computed by dividing the NAVD 88
 PH0621.geopotential number by the normal gravity value computed on the
 PH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0621.degrees latitude (g = 980.6199 gals.).
 PH0621
 PH0621.The modeled gravity was interpolated from observed gravity values.
 PH0621
 PH0621;                    North         East    Units  Estimated Accuracy
 PH0621;SPC NY E     -   682,620.      122,240.      MT  (+/- 180 meters Scaled)
 PH0621
 PH0621                          SUPERSEDED SURVEY CONTROL
 PH0621
 PH0621  NGVD 29 (??/??/92)   76.558  (m)          251.17   (f) ADJ UNCH    1 0
 PH0621
 PH0621.Superseded values are not recommended for survey control.
 PH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0621.See file dsdata.txt to determine how the superseded data were derived.
 PH0621
 PH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ116806(NAD 83)
 PH0621_MARKER: DD = SURVEY DISK
 PH0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0621_SP_SET: WALL
 PH0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0621
 PH0621  HISTORY     - Date     Condition        Report By
 PH0621  HISTORY     - UNK      MONUMENTED       USLS
 PH0621  HISTORY     - 1969     GOOD             USLS
 PH0621
 PH0621                          STATION DESCRIPTION
 PH0621
 PH0621'DESCRIBED BY US LAKE SURVEY 1969
 PH0621'IN EISENHOWER LOCK.
 PH0621'IS IN ST. LAWRENCE COUNTY, NEW YORK, AT THE UPRIVER END AND NORTH SIDE
 PH0621'OF EISENHOWER LOCK, ON TOP OF THE CONCRETE LOCK WALL, 74.5 FEET WEST
 PH0621'OF THE WEST FACE OF CONTROL BUILDING, 29.0 FEET SOUTH OF THE NORTH
 PH0621'EDGE OF THE CONCRETE, 27.3 FEET EAST OF THE WEST EDGE OF CONCRETE,
 PH0621'12.0 FEET NORTH OF THE NORTH FACE OF THE LOCK, BEING HIGHEST POINT
 PH0621'OVER CORSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4063 ***********************************************************************
 LX4063  DESIGNATION -  COOB
 LX4063  PID         -  LX4063
 LX4063  STATE/COUNTY-  NY/WESTCHESTER
 LX4063  USGS QUAD   -  WHITE PLAINS (1967)
 LX4063
 LX4063                         *CURRENT SURVEY CONTROL
 LX4063  ___________________________________________________________________
 LX4063* NAD 83(1996)-  41 01 50.83411(N)    073 46 03.90210(W)     ADJUSTED  
 LX4063* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 LX4063  ___________________________________________________________________
 LX4063  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 LX4063  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 LX4063
 LX4063  HORZ ORDER  -  FIRST
 LX4063
 LX4063.The horizontal coordinates were established by classical geodetic methods
 LX4063.and adjusted by the National Geodetic Survey in January 1999..
 LX4063
 LX4063.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4063
 LX4063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4063
 LX4063.The geoid height was determined by GEOID03.
 LX4063
 LX4063;                    North         East     Units Scale Factor Converg.
 LX4063;SPC NY E     -   244,224.576   211,573.341   MT  0.99994665   +0 28 50.6
 LX4063;SPC NY E     -   801,260.13    694,136.87   sFT  0.99994665   +0 28 50.6
 LX4063;SPC CT       -   174,832.953   219,211.979   MT  1.00002141   -0 40 29.4
 LX4063;SPC CT       -   573,597.78    719,197.97   sFT  1.00002141   -0 40 29.4
 LX4063;UTM  18      - 4,542,906.053   603,586.945   MT  0.99973206   +0 48 32.4
 LX4063
 LX4063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4063!SPC NY E     -   0.99998637  x   0.99994665  =   0.99993302
 LX4063!SPC CT       -   0.99998637  x   1.00002141  =   1.00000778
 LX4063!UTM  18      -   0.99998637  x   0.99973206  =   0.99971844
 LX4063
 LX4063:                Primary Azimuth Mark                     Grid Az
 LX4063:SPC NY E     -  E WHITE PLAIN W HARRISON SPIPE           056 28 43.4
 LX4063:SPC CT       -  E WHITE PLAIN W HARRISON SPIPE           057 38 03.4
 LX4063:UTM  18      -  E WHITE PLAIN W HARRISON SPIPE           056 09 01.6
 LX4063
 LX4063|---------------------------------------------------------------------|
 LX4063| PID    Reference Object                     Distance      Geod. Az  |
 LX4063|                                                           dddmmss.s |
 LX4063| LX3934 E WHITE PLAIN W HARRISON SPIPE      APPROX. 2.7 KM 0565734.0 |
 LX4063| LX3929 HARRISON RB MALSIN GRNHSE TWR       APPROX. 4.0 KM 0701343.5 |
 LX4063| LX4114 WHITE PLAINS INCINERATOR STACK      APPROX. 1.2 KM 0710225.6 |
 LX4063| LX3931 HARRISON MANHATTANVILLE COLL        APPROX. 4.4 KM 0872820.6 |
 LX4063| LX4115 WHITE PLAINS NY HOSP CLOCK TWR      APPROX. 1.3 KM 1054152.2 |
 LX4063| LX4062 NORTH WHITE PLAINS STANDPIPE        APPROX. 3.6 KM 3584351.4 |
 LX4063|---------------------------------------------------------------------|
 LX4063
 LX4063                          SUPERSEDED SURVEY CONTROL
 LX4063
 LX4063  NAD 83(1996)-  41 01 50.83460(N)    073 46 03.90269(W) AD(       ) 1
 LX4063  NAD 83(1992)-  41 01 50.83348(N)    073 46 03.90308(W) AD(       ) 1
 LX4063  NAD 83(1986)-  41 01 50.83596(N)    073 46 03.90207(W) AD(       ) 1
 LX4063  NAD 27      -  41 01 50.48538(N)    073 46 05.42608(W) AD(       ) 1
 LX4063  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 LX4063
 LX4063.Superseded values are not recommended for survey control.
 LX4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4063.See file dsdata.txt to determine how the superseded data were derived.
 LX4063
 LX4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0358742906(NAD 83)
 LX4063
 LX4063  HISTORY     - Date     Condition        Report By
 LX4063  HISTORY     - 1934     MONUMENTED       NY-119
 LX4063  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LX4063  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4063  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4063  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4063
 LX4063                          STATION DESCRIPTION
 LX4063
 LX4063'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1934 (WSS)
 LX4063'STATION IS ON ROOF OF HIGHEST PENTHOUSE ON COUNTY OFFICE BLDG.,
 LX4063'A 10-STORY STRUCTURE AT MARTINE AVE. AND COURT ST., WHITE PLAINS,
 LX4063'NEW YORK.  STATION IS MARKED BY A STANDARD DISK OF WESTCHESTER
 LX4063'COUNTY CONTROL SURVEY SOLDERED TO COPPER ROOF, 3 FEET SE OF BASE
 LX4063'OF FLAGPOLE.
 LX4063
 LX4063                          STATION RECOVERY (1939)
 LX4063
 LX4063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (MAH)
 LX4063'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY WESTCHESTER
 LX4063'COUNTY CONTROL SURVEY.  STATION IS ON THE ROOF OF HIGHEST
 LX4063'PENTHOUSE ON COUNTY OFFICE BLDG., A 10-STORY STRUCTURE AT MARTINE
 LX4063'AVE., AND COURT ST., WHITE PLAINS, NEW YORK.  STATION IS MARKED
 LX4063'BY A STANDARD DISK OF W.C.C.S. SOLDERED TO COPPER ROOF, 3 FEET
 LX4063'SE OF BASE OF FLAGPOLE.  FROM COOB ECCENTRIC 3, A CROSS IN THE
 LX4063'COPPER ROOF, THE DISTANCE AND DIRECTION TO TRUE STATION WAS
 LX4063'REMEASURED.  DISTANCE CHECKED THE 1934 MEASUREMENT, BUT THE
 LX4063'DIRECTION WAS FOUND TO BE IN ERROR.
 LX4063
 LX4063                          STATION RECOVERY (1964)
 LX4063
 LX4063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX4063'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD DISK
 LX4063'SET IN THE ROOF OF THE WESTCHESTER COUNTY OFFICE BUILDING, IN
 LX4063'THE CITY OF WHITE PLAINS.
 LX4063'
 LX4063'TAKE ELEVATOR TO 9TH FLOOR.  WALK UP 2 MORE FLIGHTS TO TOP
 LX4063'FLOOR.  TAKE IRON LADDER ON SOUTH SIDE OF WATER TANK TO PLATFORM
 LX4063'ABOVE TANK.  CLIMB LADDER ATOP TANK TO HATCH AND ROOF WHERE
 LX4063'STATION IS LOCATED.
 LX4063'
 LX4063'COUNTY OFFICE BUILDING IS BOUNDED BY MARTINE AVE. ON THE NORTH,
 LX4063'COURT ST. ON THE EAST AND GRAND ST. ON THE WEST.
 LX4063
 LX4063                          STATION RECOVERY (1966)
 LX4063
 LX4063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4063'THE STATION MARK WAS RECOVERED AS DESCRIBED BY W.S.S. 1934.  THE
 LX4063'ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION, BUT TO PIN
 LX4063'POINT THE DISK ADDITIONAL REFERENCES MEASUREMENTS WERE MADE.
 LX4063'
 LX4063'THE STATION IS LOCATED ON THE ROOF OF THE PENTHOUSE ON THE COUNTY
 LX4063'OFFICE BUILDING, A 10-STORY STRUCTURE AT MARTINE AVENUE AND COURT
 LX4063'STREET, WHITE PLAINS.  THE STATION IS MARKED BY A WESTCHESTER
 LX4063'COUNTY CONTROL SURVEY DISK, NO STAMPING, SOLDERED TO THE COPPER
 LX4063'ROOF.  IT IS 9.47 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 LX4063'PENTHOUSE ROOF, 9.18 FEET SOUTH OF THE NORTH EDGE OF THE ROOF,
 LX4063'5.97 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOF, 4.98
 LX4063'FEET NORTH OF THE SOUTH EDGE OF THE ROOF, 4.15 FEET WEST OF
 LX4063'THE EAST EDGE OF THE ROOF, AND 3.1 FEET SOUTHEAST OF THE
 LX4063'SOUTHEAST EDGE OF THE FLAGPOLE BASE.
 LX4063'
 LX4063'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 LX4063
 LX4063                          STATION RECOVERY (1975)
 LX4063
 LX4063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4063'STATION MARK WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 LX4063'1966.  VIEW FROM STATION IS OPEN IN ALL DIRECTIONS.
 LX4063'
 LX4063'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4063'
 LX4063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4063'IN WHITE PLAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4145 ***********************************************************************
 LX4145  DESIGNATION -  COOB AZ 1
 LX4145  PID         -  LX4145
 LX4145  STATE/COUNTY-  NY/WESTCHESTER
 LX4145  USGS QUAD   -  WHITE PLAINS (1967)
 LX4145
 LX4145                         *CURRENT SURVEY CONTROL
 LX4145  ___________________________________________________________________
 LX4145* NAD 83(1996)-  41 02 33.22464(N)    073 45 06.63428(W)     ADJUSTED  
 LX4145* NAVD 88     -        56.     (meters)     184.     (feet)  VERTCON   
 LX4145  ___________________________________________________________________
 LX4145  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 LX4145  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 LX4145
 LX4145  HORZ ORDER  -  SECOND
 LX4145
 LX4145.The horizontal coordinates were established by classical geodetic methods
 LX4145.and adjusted by the National Geodetic Survey in January 1999..
 LX4145
 LX4145.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4145
 LX4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4145
 LX4145.The geoid height was determined by GEOID03.
 LX4145
 LX4145;                    North         East     Units Scale Factor Converg.
 LX4145;SPC NY E     -   245,543.490   212,899.789   MT  0.99994868   +0 29 28.6
 LX4145;SPC NY E     -   805,587.27    698,488.72   sFT  0.99994868   +0 29 28.6
 LX4145;UTM  18      - 4,544,232.263   604,905.531   MT  0.99973545   +0 49 10.7
 LX4145
 LX4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4145!SPC NY E     -   0.99999609  x   0.99994868  =   0.99994477
 LX4145!UTM  18      -   0.99999609  x   0.99973545  =   0.99973154
 LX4145
 LX4145                          SUPERSEDED SURVEY CONTROL
 LX4145
 LX4145  NAD 83(1996)-  41 02 33.22511(N)    073 45 06.63483(W) AD(       ) 2
 LX4145  NAD 83(1992)-  41 02 33.22398(N)    073 45 06.63522(W) AD(       ) 2
 LX4145  NAD 83(1986)-  41 02 33.22645(N)    073 45 06.63426(W) AD(       ) 2
 LX4145  NAD 27      -  41 02 32.87702(N)    073 45 08.15915(W) AD(       ) 2
 LX4145  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG       
 LX4145
 LX4145.Superseded values are not recommended for survey control.
 LX4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4145.See file dsdata.txt to determine how the superseded data were derived.
 LX4145
 LX4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0490644232(NAD 83)
 LX4145_MARKER: Z = SEE DESCRIPTION
 LX4145_SETTING: 0 = UNSPECIFIED SETTING
 LX4145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4145
 LX4145  HISTORY     - Date     Condition        Report By
 LX4145  HISTORY     - 1965     MONUMENTED       NY-119
 LX4145  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX4145
 LX4145                          STATION DESCRIPTION
 LX4145
 LX4145'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4145'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4145
 LX4145                          STATION RECOVERY (1984)
 LX4145
 LX4145'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4145'DESTROYED IN CONSTRUCTION OF LAKE ST (PER COUNTY SURVEYOR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4142 ***********************************************************************
 LX4142  DESIGNATION -  COOB AZ 10
 LX4142  PID         -  LX4142
 LX4142  STATE/COUNTY-  NY/WESTCHESTER
 LX4142  USGS QUAD   -  WHITE PLAINS (1967)
 LX4142
 LX4142                         *CURRENT SURVEY CONTROL
 LX4142  ___________________________________________________________________
 LX4142* NAD 83(1996)-  41 01 56.30226(N)    073 45 59.23592(W)     ADJUSTED  
 LX4142* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 LX4142  ___________________________________________________________________
 LX4142  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 LX4142  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LX4142
 LX4142  HORZ ORDER  -  SECOND
 LX4142
 LX4142.The horizontal coordinates were established by classical geodetic methods
 LX4142.and adjusted by the National Geodetic Survey in January 1999..
 LX4142
 LX4142.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4142
 LX4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4142
 LX4142.The geoid height was determined by GEOID03.
 LX4142
 LX4142;                    North         East     Units Scale Factor Converg.
 LX4142;SPC NY E     -   244,394.160   211,680.916   MT  0.99994681   +0 28 53.7
 LX4142;SPC NY E     -   801,816.51    694,489.81   sFT  0.99994681   +0 28 53.7
 LX4142;UTM  18      - 4,543,076.214   603,693.523   MT  0.99973234   +0 48 35.6
 LX4142
 LX4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4142!SPC NY E     -   0.99999469  x   0.99994681  =   0.99994150
 LX4142!UTM  18      -   0.99999469  x   0.99973234  =   0.99972703
 LX4142
 LX4142                          SUPERSEDED SURVEY CONTROL
 LX4142
 LX4142  NAD 83(1996)-  41 01 56.30276(N)    073 45 59.23650(W) AD(       ) 2
 LX4142  NAD 83(1992)-  41 01 56.30162(N)    073 45 59.23689(W) AD(       ) 2
 LX4142  NAD 83(1986)-  41 01 56.30408(N)    073 45 59.23590(W) AD(       ) 2
 LX4142  NAD 27      -  41 01 55.96207(N)    073 46 00.75285(W) AD(       ) 2
 LX4142  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 LX4142
 LX4142.Superseded values are not recommended for survey control.
 LX4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4142.See file dsdata.txt to determine how the superseded data were derived.
 LX4142
 LX4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0369443076(NAD 83)
 LX4142_MARKER: Z = SEE DESCRIPTION
 LX4142_SETTING: 0 = UNSPECIFIED SETTING
 LX4142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4142
 LX4142  HISTORY     - Date     Condition        Report By
 LX4142  HISTORY     - 1966     MONUMENTED       NY-119
 LX4142  HISTORY     - 1984     GOOD             USPSQD
 LX4142
 LX4142                          STATION DESCRIPTION
 LX4142
 LX4142'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4142'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4142
 LX4142                          STATION RECOVERY (1984)
 LX4142
 LX4142'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4142'STATION FOUND GOOD.
 LX4142'IN METAL BOX, TOP STAMPED BASE LINE MONUMENT CITY PLAN.
 LX4142'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4140 ***********************************************************************
 LX4140  DESIGNATION -  COOB AZ 11
 LX4140  PID         -  LX4140
 LX4140  STATE/COUNTY-  NY/WESTCHESTER
 LX4140  USGS QUAD   -  WHITE PLAINS (1967)
 LX4140
 LX4140                         *CURRENT SURVEY CONTROL
 LX4140  ___________________________________________________________________
 LX4140* NAD 83(1996)-  41 01 39.40252(N)    073 45 51.65926(W)     ADJUSTED  
 LX4140* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 LX4140  ___________________________________________________________________
 LX4140  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 LX4140  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LX4140
 LX4140  HORZ ORDER  -  SECOND
 LX4140
 LX4140.The horizontal coordinates were established by classical geodetic methods
 LX4140.and adjusted by the National Geodetic Survey in January 1999..
 LX4140
 LX4140.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4140
 LX4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4140
 LX4140.The geoid height was determined by GEOID03.
 LX4140
 LX4140;                    North         East     Units Scale Factor Converg.
 LX4140;SPC NY E     -   243,874.365   211,862.281   MT  0.99994709   +0 28 58.5
 LX4140;SPC NY E     -   800,111.15    695,084.83   sFT  0.99994709   +0 28 58.5
 LX4140;UTM  18      - 4,542,557.578   603,877.824   MT  0.99973281   +0 48 40.3
 LX4140
 LX4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4140!SPC NY E     -   0.99999375  x   0.99994709  =   0.99994084
 LX4140!UTM  18      -   0.99999375  x   0.99973281  =   0.99972656
 LX4140
 LX4140                          SUPERSEDED SURVEY CONTROL
 LX4140
 LX4140  NAD 83(1996)-  41 01 39.40301(N)    073 45 51.65985(W) AD(       ) 2
 LX4140  NAD 83(1992)-  41 01 39.40188(N)    073 45 51.66024(W) AD(       ) 2
 LX4140  NAD 83(1986)-  41 01 39.40437(N)    073 45 51.65923(W) AD(       ) 2
 LX4140  NAD 27      -  41 01 39.05232(N)    073 45 53.18233(W) AD(       ) 2
 LX4140  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 LX4140
 LX4140.Superseded values are not recommended for survey control.
 LX4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4140.See file dsdata.txt to determine how the superseded data were derived.
 LX4140
 LX4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0387842558(NAD 83)
 LX4140_MARKER: Z = SEE DESCRIPTION
 LX4140_SETTING: 0 = UNSPECIFIED SETTING
 LX4140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4140
 LX4140  HISTORY     - Date     Condition        Report By
 LX4140  HISTORY     - 1966     MONUMENTED       NY-119
 LX4140  HISTORY     - 1984     GOOD             USPSQD
 LX4140
 LX4140                          STATION DESCRIPTION
 LX4140
 LX4140'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4140'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4140
 LX4140                          STATION RECOVERY (1984)
 LX4140
 LX4140'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4140'STATION FOUND GOOD.
 LX4140'IN METAL BOX - TOP STAMPED DPW.
 LX4140'DESCRIPTION OF LOCATION SHOULD READ IN BRICK WALK, SIDEWALK HAS
 LX4140'BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4134 ***********************************************************************
 LX4134  DESIGNATION -  COOB AZ 2
 LX4134  PID         -  LX4134
 LX4134  STATE/COUNTY-  NY/WESTCHESTER
 LX4134  USGS QUAD   -  WHITE PLAINS (1967)
 LX4134
 LX4134                         *CURRENT SURVEY CONTROL
 LX4134  ___________________________________________________________________
 LX4134* NAD 83(1996)-  41 02 02.24760(N)    073 45 47.58935(W)     ADJUSTED  
 LX4134* NAVD 88     -        67.     (meters)     220.     (feet)  VERTCON   
 LX4134  ___________________________________________________________________
 LX4134  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 LX4134  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 LX4134
 LX4134  HORZ ORDER  -  SECOND
 LX4134
 LX4134.The horizontal coordinates were established by classical geodetic methods
 LX4134.and adjusted by the National Geodetic Survey in January 1999..
 LX4134
 LX4134.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4134
 LX4134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4134
 LX4134.The geoid height was determined by GEOID03.
 LX4134
 LX4134;                    North         East     Units Scale Factor Converg.
 LX4134;SPC NY E     -   244,579.840   211,951.401   MT  0.99994722   +0 29 01.4
 LX4134;SPC NY E     -   802,425.69    695,377.22   sFT  0.99994722   +0 29 01.4
 LX4134;UTM  18      - 4,543,263.401   603,962.882   MT  0.99973302   +0 48 43.3
 LX4134
 LX4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4134!SPC NY E     -   0.99999437  x   0.99994722  =   0.99994159
 LX4134!UTM  18      -   0.99999437  x   0.99973302  =   0.99972739
 LX4134
 LX4134                          SUPERSEDED SURVEY CONTROL
 LX4134
 LX4134  NAD 83(1996)-  41 02 02.24809(N)    073 45 47.58993(W) AD(       ) 2
 LX4134  NAD 83(1992)-  41 02 02.24697(N)    073 45 47.59031(W) AD(       ) 2
 LX4134  NAD 83(1986)-  41 02 02.24943(N)    073 45 47.58934(W) AD(       ) 2
 LX4134  NAD 27      -  41 02 01.90003(N)    073 45 49.11237(W) AD(       ) 2
 LX4134  NGVD 29 (07/19/86)   67.     (m)          220.     (f) VERT ANG       
 LX4134
 LX4134.Superseded values are not recommended for survey control.
 LX4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4134.See file dsdata.txt to determine how the superseded data were derived.
 LX4134
 LX4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0396343263(NAD 83)
 LX4134_MARKER: Z = SEE DESCRIPTION
 LX4134_SETTING: 0 = UNSPECIFIED SETTING
 LX4134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4134
 LX4134  HISTORY     - Date     Condition        Report By
 LX4134  HISTORY     - 1966     MONUMENTED       NY-119
 LX4134
 LX4134                          STATION DESCRIPTION
 LX4134
 LX4134'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4134'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4146 ***********************************************************************
 LX4146  DESIGNATION -  COOB AZ 3
 LX4146  PID         -  LX4146
 LX4146  STATE/COUNTY-  NY/WESTCHESTER
 LX4146  USGS QUAD   -  WHITE PLAINS (1967)
 LX4146
 LX4146                         *CURRENT SURVEY CONTROL
 LX4146  ___________________________________________________________________
 LX4146* NAD 83(1996)-  41 01 58.36907(N)    073 45 14.97209(W)     ADJUSTED  
 LX4146* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 LX4146  ___________________________________________________________________
 LX4146  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 LX4146  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX4146
 LX4146  HORZ ORDER  -  SECOND
 LX4146
 LX4146.The horizontal coordinates were established by classical geodetic methods
 LX4146.and adjusted by the National Geodetic Survey in January 1999..
 LX4146
 LX4146.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4146
 LX4146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4146
 LX4146.The geoid height was determined by GEOID03.
 LX4146
 LX4146;                    North         East     Units Scale Factor Converg.
 LX4146;SPC NY E     -   244,466.675   212,714.259   MT  0.99994839   +0 29 22.8
 LX4146;SPC NY E     -   802,054.42    697,880.03   sFT  0.99994839   +0 29 22.8
 LX4146;UTM  18      - 4,543,154.632   604,726.213   MT  0.99973498   +0 49 04.7
 LX4146
 LX4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4146!SPC NY E     -   0.99999641  x   0.99994839  =   0.99994480
 LX4146!UTM  18      -   0.99999641  x   0.99973498  =   0.99973139
 LX4146
 LX4146                          SUPERSEDED SURVEY CONTROL
 LX4146
 LX4146  NAD 83(1996)-  41 01 58.36955(N)    073 45 14.97265(W) AD(       ) 2
 LX4146  NAD 83(1992)-  41 01 58.36842(N)    073 45 14.97301(W) AD(       ) 2
 LX4146  NAD 83(1986)-  41 01 58.37091(N)    073 45 14.97215(W) AD(       ) 2
 LX4146  NAD 27      -  41 01 58.02068(N)    073 45 16.49670(W) AD(       ) 2
 LX4146  NGVD 29 (07/19/86)   54.     (m)          177.     (f) VERT ANG       
 LX4146
 LX4146.Superseded values are not recommended for survey control.
 LX4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4146.See file dsdata.txt to determine how the superseded data were derived.
 LX4146
 LX4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0472643155(NAD 83)
 LX4146_MARKER: Z = SEE DESCRIPTION
 LX4146_SETTING: 0 = UNSPECIFIED SETTING
 LX4146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4146
 LX4146  HISTORY     - Date     Condition        Report By
 LX4146  HISTORY     - 1965     MONUMENTED       NY-119
 LX4146  HISTORY     - 1984     GOOD             USPSQD
 LX4146
 LX4146                          STATION DESCRIPTION
 LX4146
 LX4146'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4146'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934 AND
 LX4146'CHECKED BY ADDITIONAL OBSERVATIONS
 LX4146
 LX4146                          STATION RECOVERY (1984)
 LX4146
 LX4146'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4146'STATION FOUND GOOD.
 LX4146'
 LX4146'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4152 ***********************************************************************
 LX4152  DESIGNATION -  COOB AZ 4
 LX4152  PID         -  LX4152
 LX4152  STATE/COUNTY-  NY/WESTCHESTER
 LX4152  USGS QUAD   -  WHITE PLAINS (1967)
 LX4152
 LX4152                         *CURRENT SURVEY CONTROL
 LX4152  ___________________________________________________________________
 LX4152* NAD 83(1996)-  41 01 22.03800(N)    073 46 25.36517(W)     ADJUSTED  
 LX4152* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 LX4152  ___________________________________________________________________
 LX4152  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 LX4152  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LX4152
 LX4152  HORZ ORDER  -  SECOND
 LX4152
 LX4152.The horizontal coordinates were established by classical geodetic methods
 LX4152.and adjusted by the National Geodetic Survey in January 1999..
 LX4152
 LX4152.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4152
 LX4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4152
 LX4152.The geoid height was determined by GEOID03.
 LX4152
 LX4152;                    North         East     Units Scale Factor Converg.
 LX4152;SPC NY E     -   243,332.150   211,079.400   MT  0.99994590   +0 28 36.2
 LX4152;SPC NY E     -   798,332.23    692,516.33   sFT  0.99994590   +0 28 36.2
 LX4152;UTM  18      - 4,542,011.004   603,098.229   MT  0.99973082   +0 48 17.8
 LX4152
 LX4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4152!SPC NY E     -   0.99999359  x   0.99994590  =   0.99993949
 LX4152!UTM  18      -   0.99999359  x   0.99973082  =   0.99972441
 LX4152
 LX4152                          SUPERSEDED SURVEY CONTROL
 LX4152
 LX4152  NAD 83(1996)-  41 01 22.03849(N)    073 46 25.36575(W) AD(       ) 2
 LX4152  NAD 83(1992)-  41 01 22.03736(N)    073 46 25.36615(W) AD(       ) 2
 LX4152  NAD 83(1986)-  41 01 22.03983(N)    073 46 25.36515(W) AD(       ) 2
 LX4152  NAD 27      -  41 01 21.68761(N)    073 46 26.88961(W) AD(       ) 2
 LX4152  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 LX4152
 LX4152.Superseded values are not recommended for survey control.
 LX4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4152.See file dsdata.txt to determine how the superseded data were derived.
 LX4152
 LX4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0309842011(NAD 83)
 LX4152_MARKER: Z = SEE DESCRIPTION
 LX4152_SETTING: 0 = UNSPECIFIED SETTING
 LX4152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4152
 LX4152  HISTORY     - Date     Condition        Report By
 LX4152  HISTORY     - 1965     MONUMENTED       NY-119
 LX4152  HISTORY     - 1984     GOOD             USPSQD
 LX4152
 LX4152                          STATION DESCRIPTION
 LX4152
 LX4152'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1965
 LX4152'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4152
 LX4152                          STATION RECOVERY (1984)
 LX4152
 LX4152'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4152'STATION FOUND GOOD.
 LX4152'
 LX4152'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4141 ***********************************************************************
 LX4141  DESIGNATION -  COOB AZ 5
 LX4141  PID         -  LX4141
 LX4141  STATE/COUNTY-  NY/WESTCHESTER
 LX4141  USGS QUAD   -  WHITE PLAINS (1967)
 LX4141
 LX4141                         *CURRENT SURVEY CONTROL
 LX4141  ___________________________________________________________________
 LX4141* NAD 83(1996)-  41 01 42.49753(N)    073 46 07.32634(W)     ADJUSTED  
 LX4141* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 LX4141  ___________________________________________________________________
 LX4141  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 LX4141  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 LX4141
 LX4141  HORZ ORDER  -  SECOND
 LX4141
 LX4141.The horizontal coordinates were established by classical geodetic methods
 LX4141.and adjusted by the National Geodetic Survey in January 1999..
 LX4141
 LX4141.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4141
 LX4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4141
 LX4141.The geoid height was determined by GEOID03.
 LX4141
 LX4141;                    North         East     Units Scale Factor Converg.
 LX4141;SPC NY E     -   243,966.757   211,495.513   MT  0.99994653   +0 28 48.2
 LX4141;SPC NY E     -   800,414.27    693,881.53   sFT  0.99994653   +0 28 48.2
 LX4141;UTM  18      - 4,542,647.848   603,510.611   MT  0.99973187   +0 48 30.0
 LX4141
 LX4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4141!SPC NY E     -   0.99999500  x   0.99994653  =   0.99994153
 LX4141!UTM  18      -   0.99999500  x   0.99973187  =   0.99972687
 LX4141
 LX4141                          SUPERSEDED SURVEY CONTROL
 LX4141
 LX4141  NAD 83(1996)-  41 01 42.49802(N)    073 46 07.32692(W) AD(       ) 2
 LX4141  NAD 83(1992)-  41 01 42.49691(N)    073 46 07.32731(W) AD(       ) 2
 LX4141  NAD 83(1986)-  41 01 42.49937(N)    073 46 07.32631(W) AD(       ) 2
 LX4141  NAD 27      -  41 01 42.14121(N)    073 46 08.85337(W) AD(       ) 2
 LX4141  NGVD 29 (07/19/86)   63.     (m)          207.     (f) VERT ANG       
 LX4141
 LX4141.Superseded values are not recommended for survey control.
 LX4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4141.See file dsdata.txt to determine how the superseded data were derived.
 LX4141
 LX4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0351142648(NAD 83)
 LX4141_MARKER: Z = SEE DESCRIPTION
 LX4141_SETTING: 0 = UNSPECIFIED SETTING
 LX4141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4141
 LX4141  HISTORY     - Date     Condition        Report By
 LX4141  HISTORY     - 1966     MONUMENTED       NY-119
 LX4141  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX4141
 LX4141                          STATION DESCRIPTION
 LX4141
 LX4141'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4141'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4141
 LX4141                          STATION RECOVERY (1984)
 LX4141
 LX4141'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4141'MARK MISSING.
 LX4141'
 LX4141'LOCATION OF MONUMENT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4139 ***********************************************************************
 LX4139  DESIGNATION -  COOB AZ 6
 LX4139  PID         -  LX4139
 LX4139  STATE/COUNTY-  NY/WESTCHESTER
 LX4139  USGS QUAD   -  WHITE PLAINS (1967)
 LX4139
 LX4139                         *CURRENT SURVEY CONTROL
 LX4139  ___________________________________________________________________
 LX4139* NAD 83(1996)-  41 02 29.58630(N)    073 47 17.11150(W)     ADJUSTED  
 LX4139* NAVD 88     -        70.     (meters)     230.     (feet)  VERTCON   
 LX4139  ___________________________________________________________________
 LX4139  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 LX4139  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 LX4139
 LX4139  HORZ ORDER  -  SECOND
 LX4139
 LX4139.The horizontal coordinates were established by classical geodetic methods
 LX4139.and adjusted by the National Geodetic Survey in January 1999..
 LX4139
 LX4139.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4139
 LX4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4139
 LX4139.The geoid height was determined by GEOID03.
 LX4139
 LX4139;                    North         East     Units Scale Factor Converg.
 LX4139;SPC NY E     -   245,405.768   209,853.570   MT  0.99994408   +0 28 02.9
 LX4139;SPC NY E     -   805,135.42    688,494.59   sFT  0.99994408   +0 28 02.9
 LX4139;UTM  18      - 4,544,077.118   601,860.805   MT  0.99972770   +0 47 44.9
 LX4139
 LX4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4139!SPC NY E     -   0.99999391  x   0.99994408  =   0.99993799
 LX4139!UTM  18      -   0.99999391  x   0.99972770  =   0.99972161
 LX4139
 LX4139                          SUPERSEDED SURVEY CONTROL
 LX4139
 LX4139  NAD 83(1996)-  41 02 29.58679(N)    073 47 17.11208(W) AD(       ) 2
 LX4139  NAD 83(1992)-  41 02 29.58567(N)    073 47 17.11246(W) AD(       ) 2
 LX4139  NAD 83(1986)-  41 02 29.58815(N)    073 47 17.11146(W) AD(       ) 2
 LX4139  NAD 27      -  41 02 29.23858(N)    073 47 18.63380(W) AD(       ) 2
 LX4139  NGVD 29 (07/19/86)   70.     (m)          230.     (f) VERT ANG       
 LX4139
 LX4139.Superseded values are not recommended for survey control.
 LX4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4139.See file dsdata.txt to determine how the superseded data were derived.
 LX4139
 LX4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0186144077(NAD 83)
 LX4139_MARKER: Z = SEE DESCRIPTION
 LX4139_SETTING: 0 = UNSPECIFIED SETTING
 LX4139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4139
 LX4139  HISTORY     - Date     Condition        Report By
 LX4139  HISTORY     - 1966     MONUMENTED       NY-119
 LX4139
 LX4139                          STATION DESCRIPTION
 LX4139
 LX4139'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4139'STATION COOB AZ-6 IS THE CENTER MARK OF A STANDARD BRONZE DISC
 LX4139'SET IN LEDGE ROCK ON THE WESTERLY SIDE OF EXIT ROAD OF THE CROSS
 LX4139'WEST EXPRESSWAY TO THE REAR OF TOWN OF GREENBURG POLICE HDQS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4151 ***********************************************************************
 LX4151  DESIGNATION -  COOB AZ 8
 LX4151  PID         -  LX4151
 LX4151  STATE/COUNTY-  NY/WESTCHESTER
 LX4151  USGS QUAD   -  WHITE PLAINS (1967)
 LX4151
 LX4151                         *CURRENT SURVEY CONTROL
 LX4151  ___________________________________________________________________
 LX4151* NAD 83(1996)-  41 02 12.11342(N)    073 46 41.63108(W)     ADJUSTED  
 LX4151* NAVD 88     -        57.     (meters)     187.     (feet)  VERTCON   
 LX4151  ___________________________________________________________________
 LX4151  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 LX4151  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LX4151
 LX4151  HORZ ORDER  -  SECOND
 LX4151
 LX4151.The horizontal coordinates were established by classical geodetic methods
 LX4151.and adjusted by the National Geodetic Survey in January 1999..
 LX4151
 LX4151.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4151
 LX4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4151
 LX4151.The geoid height was determined by GEOID03.
 LX4151
 LX4151;                    North         East     Units Scale Factor Converg.
 LX4151;SPC NY E     -   244,873.611   210,686.642   MT  0.99994531   +0 28 26.0
 LX4151;SPC NY E     -   803,389.51    691,227.76   sFT  0.99994531   +0 28 26.0
 LX4151;UTM  18      - 4,543,549.858   602,696.732   MT  0.99972980   +0 48 08.0
 LX4151
 LX4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4151!SPC NY E     -   0.99999594  x   0.99994531  =   0.99994125
 LX4151!UTM  18      -   0.99999594  x   0.99972980  =   0.99972575
 LX4151
 LX4151                          SUPERSEDED SURVEY CONTROL
 LX4151
 LX4151  NAD 83(1996)-  41 02 12.11391(N)    073 46 41.63167(W) AD(       ) 2
 LX4151  NAD 83(1992)-  41 02 12.11279(N)    073 46 41.63205(W) AD(       ) 2
 LX4151  NAD 83(1986)-  41 02 12.11527(N)    073 46 41.63106(W) AD(       ) 2
 LX4151  NAD 27      -  41 02 11.76560(N)    073 46 43.15491(W) AD(       ) 2
 LX4151  NGVD 29 (07/19/86)   57.     (m)          187.     (f) VERT ANG       
 LX4151
 LX4151.Superseded values are not recommended for survey control.
 LX4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4151.See file dsdata.txt to determine how the superseded data were derived.
 LX4151
 LX4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0269743550(NAD 83)
 LX4151_MARKER: Z = SEE DESCRIPTION
 LX4151_SETTING: 0 = UNSPECIFIED SETTING
 LX4151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4151
 LX4151  HISTORY     - Date     Condition        Report By
 LX4151  HISTORY     - 1966     MONUMENTED       NY-119
 LX4151  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX4151
 LX4151                          STATION DESCRIPTION
 LX4151
 LX4151'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4151'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4151
 LX4151                          STATION RECOVERY (1984)
 LX4151
 LX4151'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4151'IN METAL BOX.
 LX4151'UNABLE TO GET TOP OFF LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4136 ***********************************************************************
 LX4136  DESIGNATION -  COOB AZ 9
 LX4136  PID         -  LX4136
 LX4136  STATE/COUNTY-  NY/WESTCHESTER
 LX4136  USGS QUAD   -  WHITE PLAINS (1967)
 LX4136
 LX4136                         *CURRENT SURVEY CONTROL
 LX4136  ___________________________________________________________________
 LX4136* NAD 83(1996)-  41 02 15.19520(N)    073 46 14.47817(W)     ADJUSTED  
 LX4136* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 LX4136  ___________________________________________________________________
 LX4136  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 LX4136  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 LX4136
 LX4136  HORZ ORDER  -  SECOND
 LX4136
 LX4136.The horizontal coordinates were established by classical geodetic methods
 LX4136.and adjusted by the National Geodetic Survey in January 1999..
 LX4136
 LX4136.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4136
 LX4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4136
 LX4136.The geoid height was determined by GEOID03.
 LX4136
 LX4136;                    North         East     Units Scale Factor Converg.
 LX4136;SPC NY E     -   244,973.943   211,320.026   MT  0.99994626   +0 28 43.8
 LX4136;SPC NY E     -   803,718.68    693,305.79   sFT  0.99994626   +0 28 43.8
 LX4136;UTM  18      - 4,543,653.796   603,329.395   MT  0.99973141   +0 48 25.8
 LX4136
 LX4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4136!SPC NY E     -   0.99999061  x   0.99994626  =   0.99993687
 LX4136!UTM  18      -   0.99999061  x   0.99973141  =   0.99972202
 LX4136
 LX4136                          SUPERSEDED SURVEY CONTROL
 LX4136
 LX4136  NAD 83(1996)-  41 02 15.19570(N)    073 46 14.47874(W) AD(       ) 2
 LX4136  NAD 83(1992)-  41 02 15.19457(N)    073 46 14.47913(W) AD(       ) 2
 LX4136  NAD 83(1986)-  41 02 15.19704(N)    073 46 14.47813(W) AD(       ) 2
 LX4136  NAD 27      -  41 02 14.84692(N)    073 46 16.00186(W) AD(       ) 2
 LX4136  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 LX4136
 LX4136.Superseded values are not recommended for survey control.
 LX4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4136.See file dsdata.txt to determine how the superseded data were derived.
 LX4136
 LX4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0332943654(NAD 83)
 LX4136_MARKER: Z = SEE DESCRIPTION
 LX4136_SETTING: 0 = UNSPECIFIED SETTING
 LX4136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4136
 LX4136  HISTORY     - Date     Condition        Report By
 LX4136  HISTORY     - 1966     MONUMENTED       NY-119
 LX4136  HISTORY     - 1984     GOOD             USPSQD
 LX4136
 LX4136                          STATION DESCRIPTION
 LX4136
 LX4136'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4136'POSITION DETERMINED BY TRAVERSE FROM STATION COOB WCCS 1934
 LX4136
 LX4136                          STATION RECOVERY (1984)
 LX4136
 LX4136'RECOVERY NOTE BY US POWER SQUADRON 1984 (AAL)
 LX4136'STATION FOUND GOOD.
 LX4136'LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5682 ***********************************************************************
 LX5682  DESIGNATION -  COOK RESET
 LX5682  PID         -  LX5682
 LX5682  STATE/COUNTY-  NY/SUFFOLK
 LX5682  USGS QUAD   -  GREENPORT (1956)
 LX5682
 LX5682                         *CURRENT SURVEY CONTROL
 LX5682  ___________________________________________________________________
 LX5682* NAD 83(1996)-  41 02 04.52315(N)    072 19 53.70818(W)     ADJUSTED  
 LX5682* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5682  ___________________________________________________________________
 LX5682  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LX5682  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 LX5682
 LX5682  HORZ ORDER  -  THIRD
 LX5682
 LX5682.The horizontal coordinates were established by classical geodetic methods
 LX5682.and adjusted by the National Geodetic Survey in January 1999..
 LX5682
 LX5682.The orthometric height was scaled from a topographic map.
 LX5682
 LX5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5682
 LX5682.The geoid height was determined by GEOID03.
 LX5682
 LX5682;                    North         East     Units Scale Factor Converg.
 LX5682;SPC NY L     -    97,716.950   440,290.471   MT  1.00000007   +1 05 28.6
 LX5682;SPC NY L     -   320,593.03  1,444,519.65   sFT  1.00000007   +1 05 28.6
 LX5682;SPC CT       -   174,836.398   339,986.167   MT  1.00002083   +0 16 38.8
 LX5682;SPC CT       -   573,609.08  1,115,437.95   sFT  1.00002083   +0 16 38.8
 LX5682;UTM  18      - 4,546,027.433   724,311.714   MT  1.00021931   +1 45 09.3
 LX5682
 LX5682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5682!SPC NY L     -   1.00000478  x   1.00000007  =   1.00000485
 LX5682!SPC CT       -   1.00000478  x   1.00002083  =   1.00002561
 LX5682!UTM  18      -   1.00000478  x   1.00021931  =   1.00022410
 LX5682
 LX5682:                Primary Azimuth Mark                     Grid Az
 LX5682:SPC NY L     -  WARDS CUPOLA                             016 02 58.8
 LX5682:SPC CT       -  WARDS CUPOLA                             016 51 48.6
 LX5682:UTM  18      -  WARDS CUPOLA                             015 23 18.1
 LX5682
 LX5682|---------------------------------------------------------------------|
 LX5682| PID    Reference Object                     Distance      Geod. Az  |
 LX5682|                                                           dddmmss.s |
 LX5682| LX5686 WARDS CUPOLA                        APPROX. 1.1 KM 0170827.4 |
 LX5682| LX5709 NICHOLS HOUSE LARGE CUPOLA          APPROX. 3.0 KM 0414742.9 |
 LX5682| CZ7224 COOK RM 3                            10.923 METERS 06322     |
 LX5682| CZ7222 COOK RM 1                             8.114 METERS 16059     |
 LX5682| CZ7223 COOK RM 2                            20.294 METERS 22328     |
 LX5682| LX5745 SOUTHOLD HIGH SCHOOL CUPOLA         APPROX. 8.9 KM 2891647.2 |
 LX5682| LX5739 SOUTHOLD FIRST PRESB CH SPIRE       APPROX. 8.9 KM 2904143.4 |
 LX5682| LX5695 WESTMORELAND WATER TOWER            APPROX. 3.7 KM 3174142.3 |
 LX5682|---------------------------------------------------------------------|
 LX5682
 LX5682                          SUPERSEDED SURVEY CONTROL
 LX5682
 LX5682  NAD 83(1996)-  41 02 04.52330(N)    072 19 53.70836(W) AD(       ) 3
 LX5682  NAD 83(1992)-  41 02 04.52197(N)    072 19 53.70775(W) AD(       ) 3
 LX5682  NAD 83(1986)-  41 02 04.52463(N)    072 19 53.71356(W) AD(       ) 3
 LX5682  NAD 27      -  41 02 04.15700(N)    072 19 55.42200(W) AD(       ) 3
 LX5682
 LX5682.Superseded values are not recommended for survey control.
 LX5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5682.See file dsdata.txt to determine how the superseded data were derived.
 LX5682
 LX5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2431246027(NAD 83)
 LX5682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5682+STABILITY: SURFACE MOTION
 LX5682
 LX5682  HISTORY     - Date     Condition        Report By
 LX5682  HISTORY     - 1933     MONUMENTED       CGS
 LX5682  HISTORY     - 1980     GOOD             NGS
 LX5682  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 LX5682  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 LX5682
 LX5682                          STATION DESCRIPTION
 LX5682
 LX5682'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5682'THIS STATION IS LOCATED ABOUT 2 MILES NW OF THE VILLAGE OF
 LX5682'NORTH HAVEN ON THE NW POINT OF THE PENINSULA OF NORTH HAVEN.  TO
 LX5682'REACH THE STATION, GO 2.1 MILES FROM THE BRIDGE OUT OF SAG
 LX5682'HARBOR ON HIGHWAY 114 THEN TURN SHARPLY TO THE LEFT OFF THE
 LX5682'HIGHWAY ON A TAR ROAD.  CONTINUE ON THIS ROAD APPROXIMATELY 50
 LX5682'METERS THEN TURN RIGHT ON A PRIVATE ROAD WHICH LEADS TO THE
 LX5682'POINT ON WHICH THE STATION IS LOCATED.  THIS LOCATION IS ABOUT
 LX5682'20 METERS S OF A PILE OF BOULDERS APPARENTLY FORMING A SMALL
 LX5682'JETTY ABOUT 10 METERS S OF HIGH WATER AND ABOUT 20 METERS E
 LX5682'OF HIGH WATER.  THE STATION IS MARKED WITH A STANDARD DISK
 LX5682'TRIANGULATION MARKER SET IN THE TOP OF A FRUSTRUM OF A
 LX5682'CONE 12 INCHES IN DIAMETER AT THE TOP, 18 INCHES IN
 LX5682'DIAMETER AT THE BOTTOM, 30 INCHES IN HEIGHT, AND PROJECTING 4
 LX5682'INCHES ABOVE GROUND.  THE UNDERSURFACE MARK IS A STANDARD
 LX5682'DISK SET IN THE TOP OF A CONCRETE POST 6 INCHES IN
 LX5682'DIAMETER, 8 INCHES IN HEIGHT, AND IS 32 INCHES BELOW THE
 LX5682'SURFACE OF THE GROUND.  TWO STANDARD REFERENCE DISKS WERE
 LX5682'PLACED, ONE STAMPED NO. 1 SET IN THE TOP OF A 6-INCH
 LX5682'CONCRETE POST 24 INCHES IN HEIGHT, PROJECTING 4 INCHES
 LX5682'ABOVE THE SURFACE OF THE GROUND SSE OF THE STATION.  NO. 2
 LX5682'SIMILARLY SET SSW OF THE STATION.
 LX5682'
 LX5682'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5682'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11B.
 LX5682'
 LX5682'HEIGHT OF BANNER ABOVE STATION MARK 4 METERS.
 LX5682
 LX5682                          STATION RECOVERY (1980)
 LX5682
 LX5682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LX5682'THE STATION MONUMENT WAS FOUND BUT THE DISK WAS GONE.  REFERENCE MARK
 LX5682'1 WAS FOUND IN GOOD CONDITION BUT ONLY A BROKEN OFF CONCRETE POST WAS
 LX5682'FOUND IN THE LOCATION OF REFERENCE MARKER 2.  THE STATION MONUMENT
 LX5682'WAS REMOVED AND THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  A
 LX5682'NEW UNDERGROUND MARK WAS SET (ABOUT 1.5 FEET DEEPER), A NEW SURFACE
 LX5682'MARK WAS SET AND A NEW REFERENCE MARK WAS SET (RM 3).  A NEW
 LX5682'DESCRIPTION FOLLOWS.
 LX5682'
 LX5682'TO REACH THE STATION FROM THE POST OFFICE IN SAG HARBOR GO NORTHWEST
 LX5682'ON STATE ROUTE 114 FOR 1.2 MILES TO A BLINKER LIGHT, WHERE 114 MAKES
 LX5682'A 90 DEGREE BEND AND LEADS TO THE FERRY.  GO STRAIGHT AT THIS BLINKER
 LX5682'ON SHORT BEACH ROAD FOR 0.3 MILE TO A T INTERSECTION.  TURN RIGHT AND
 LX5682'GO NORTH FOR 0.6 MILE TO A SMALL POND ON THE LEFT AND ALSO ON THE
 LX5682'RIGHT AND A SIDE ROAD LEFT BY A SIGN---QUEEN OF THE APOSTLES
 LX5682'RETREAT HOUSE---.  TURN LEFT AND GO WESTERLY ON PAVED ROAD FOR 0.6
 LX5682'MILE TO A SIDE ROAD RIGHT LEADING TO SEVERAL GREEN BUILDINGS.  DRIVE
 LX5682'AROUND THE BACK OF BUILDINGS AND THROUGH GATE AND PROCEED NORTH AND
 LX5682'WEST ON TRACK ROADS FOR 0.9 MILE TO THE NORTHWESTERN PART OF THE
 LX5682'NORTH HAVEN PENNISULA AND THE STATION.  THIS ENTIRE POINT (400 ACRES)
 LX5682'IS TO BE DEVELOPED INTO A SUBDIVISION CALLED NORTH HAVEN HILLS IN
 LX5682'THE IMMEDIATE FUTURE.
 LX5682'
 LX5682'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 LX5682'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE HIGHEST PART OF THE BERM
 LX5682'OF THE BEACH AT THE BRUSH LINE.  THE UNDERGROUND MARK IS SET IN AN
 LX5682'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE DISK.  BOTH
 LX5682'MARKS ARE STAMPED---COOK 1933 1980---AND SEVERAL METAL RODS ARE
 LX5682'IMBEDDED IN THE SURFACE MARK.  IT IS 68 FEET SOUTH OF A GROUP OF EIGHT
 LX5682'BOLDERS ABOUT ON THE LOW WATER LINE, 22 FEET EAST SW OF ST OF A SIX
 LX5682'INCH TREE AND 8.8 FEET NORTH NORTHWEST OF A METAL WITNESS POST.
 LX5682'
 LX5682'REFERENCE MARK NUMBER 1 IS A STANDARD DISK SET IN THE TOP OF A SIX
 LX5682'INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  METAL REBARS
 LX5682'WERE DRIVEN ALONGSIDE THE MONUMENT.  IT IS ABOUT 35 FEET SOUTH
 LX5682'SOUTHWEST OF A SIX INCH TREE AND 19.5 FEET SOUTH OF A METAL WITNESS
 LX5682'POST.  IT IS STAMPED---COOK 1933---.
 LX5682'
 LX5682'REFERENCE MARK NUMBER 3 IS A STANDARD DISK SET IN THE TOP OF AN EIGHT
 LX5682'INCH DIAMETER ROUND CONCRETE MONUMENT PROJECTING ONE INCH ABOUT AT
 LX5682'THE STORM HIGH WATER LINE AND BRUSH LINE.  IT IS STAMPED---COOK 1933
 LX5682'NO 3 1980---AND IS ABOUT 35 FEET EAST NORTHEAST OF A METAL WITNESS
 LX5682'POST AND 16.5 FEET EAST NORTHEAST OF A SIX INCH TREE.  TWO METAL
 LX5682'REBARS ARE IMBEDDED IN THE MONUMENT.
 LX5682'
 LX5682'NO AZIMUTH MARK WAS SET AS THIS STATION IS VISIBLE WITH SEVERAL
 LX5682'POSITIONED INTERSECTION STATIONS.
 LX5682
 LX5682                          STATION RECOVERY (2001)
 LX5682
 LX5682'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 LX5682'MARK NOT FOUND.
 LX5682
 LX5682                          STATION RECOVERY (2003)
 LX5682
 LX5682'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 LX5682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1693 ***********************************************************************
 PH1693  DESIGNATION -  COOKS
 PH1693  PID         -  PH1693
 PH1693  STATE/COUNTY-  NY/ST LAWRENCE
 PH1693  USGS QUAD   -  ALBERT MARSH (1970)
 PH1693
 PH1693                         *CURRENT SURVEY CONTROL
 PH1693  ___________________________________________________________________
 PH1693* NAD 83(1996)-  44 29 59.74667(N)    074 58 43.47999(W)     ADJUSTED  
 PH1693* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 PH1693  ___________________________________________________________________
 PH1693  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 PH1693  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 PH1693
 PH1693  HORZ ORDER  -  FIRST
 PH1693
 PH1693.The horizontal coordinates were established by classical geodetic methods
 PH1693.and adjusted by the National Geodetic Survey in January 1999..
 PH1693
 PH1693.The orthometric height was scaled from a topographic map.
 PH1693
 PH1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1693
 PH1693.The geoid height was determined by GEOID03.
 PH1693
 PH1693;                    North         East     Units Scale Factor Converg.
 PH1693;SPC NY E     -   629,419.988   111,929.417   MT  0.99991782   -0 20 08.0
 PH1693;SPC NY E     - 2,065,022.08    367,221.76   sFT  0.99991782   -0 20 08.0
 PH1693;UTM  18      - 4,927,401.583   501,689.771   MT  0.99960004   +0 00 53.6
 PH1693
 PH1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1693!SPC NY E     -   0.99994837  x   0.99991782  =   0.99986620
 PH1693!UTM  18      -   0.99994837  x   0.99960004  =   0.99954843
 PH1693
 PH1693|---------------------------------------------------------------------|
 PH1693| PID    Reference Object                     Distance      Geod. Az  |
 PH1693|                                                           dddmmss.s |
 PH1693| DE4526 COOKS RM 1                           24.818 METERS 04922     |
 PH1693| DE4527 COOKS RM 2                           23.240 METERS 19505     |
 PH1693| DE4525 COOKS AZ MK                                        2172744.5 |
 PH1693|---------------------------------------------------------------------|
 PH1693
 PH1693                          SUPERSEDED SURVEY CONTROL
 PH1693
 PH1693  NAD 83(1986)-  44 29 59.75355(N)    074 58 43.48198(W) AD(       ) 1
 PH1693  NAD 27      -  44 29 59.52800(N)    074 58 44.77100(W) AD(       ) 1
 PH1693
 PH1693.Superseded values are not recommended for survey control.
 PH1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1693.See file dsdata.txt to determine how the superseded data were derived.
 PH1693
 PH1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0169027402(NAD 83)
 PH1693
 PH1693  HISTORY     - Date     Condition        Report By
 PH1693  HISTORY     - 1942     MONUMENTED       CGS
 PH1693  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1693
 PH1693                          STATION DESCRIPTION
 PH1693
 PH1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1693'THE STATION IS ABOUT 3-1/2 MILES SSE OF PIERREPONT AND ABOUT
 PH1693'0.65 MILE SW FROM COOKS CORNERS, ON THE TOP OF AND AT THE NE
 PH1693'EDGE OF A HIGH HILL THAT IS PARTLY BARE ON ITS S SIDE, ON LAND
 PH1693'OWNED BY MR. AMOS VAUGHAN WHO LIVES NEAR COOKS CORNERS.  THE
 PH1693'MARK IS ON THE HIGH PART OF THE HILL IN A PASTURE ABOUT
 PH1693'160 FEET S OF THE WOODS, 55 FEET NW OF 5 FORKED BLAZED BASSWOOD
 PH1693'(10 INCHES IN DIAMETER), ABOUT 165 FT. S OF SMALL LOG CABIN IN
 PH1693'WOODS.  THE MARK PROJECTS 7 INCHES.
 PH1693'
 PH1693'REFERENCE MARK NO.1 IS SET FLUSH IN A BOULDER NE OF THE
 PH1693'STATION.  THE BOULDER IS TRIANGULAR AND 3 FEET ON A SIDE AND
 PH1693'PROJECTS 8 INCHES.  THE MARK IS 60 FEET S OF A 10-INCH ELM ON
 PH1693'THE EDGE OF THE WOODS.
 PH1693'
 PH1693'REFERENCE MARK NO.2 IS S OF THE STATION SET FLUSH IN BEDROCK
 PH1693'AND IS ABOUT 7 FEET LOWER THAN THE STATION.  A 4-FT. TRIANGULAR
 PH1693'SECTION OF THE ROCK IS EXPOSED.  THE MARK IS 45 FEET SW OF A
 PH1693'BLAZED BASSWOOD TREE.
 PH1693'
 PH1693'THE AZIMUTH MARK IS 0.3 MILE SW OF STATION SET FLUSH IN
 PH1693'BEDROCK, 4 PACES E OF THE SE CORNER OF A BARN.  THE BEDROCK
 PH1693'PROJECTS 2 FEET AND IS ABOUT 200 FEET E OF A LOG
 PH1693'HOUSE.  REACHED FROM THE STATION BY GOING BACK TO GRAVEL ROAD
 PH1693'AND VACANT HOUSE, TURN LEFT, SW, AND GO 0.4 MILE TO DRIVEWAY
 PH1693'ON LEFT, TURN LEFT, E, AND GO 0.1 MILE TO HOUSE AND BARN AND
 PH1693'AZIMUTH MARK AT SE CORNER OF BARN.
 PH1693'
 PH1693'REACHED FROM THE CROSSROADS AT PIERREPONT, WHICH IS ABOUT
 PH1693'9.2 MILES FROM CANTON ALONG STATE ROUTE NO. 68, BY GOING
 PH1693'STRAIGHT AHEAD, SE, ON GRAVEL ROAD FOR 0.85 MILE TO A GRAVEL
 PH1693'FORK.  THEN TURN RIGHT AND GO S ON GRAVEL ROAD FOR 2.45 MILES TO
 PH1693'CROSSROADS.  THEN CONTINUE STRAIGHT AHEAD, S, UP HILL FOR
 PH1693'0.15 MILE TO AN OLD VACANT FRAME HOUSE ON THE LEFT.  THEN TURN
 PH1693'LEFT ON FARM ROAD AND GO TO THE FRONT OF THE HOUSE.  THEN GO SE
 PH1693'ACROSS HAYFIELD ABOUT 0.1 MILE TO A HIGH POINT AND A TRIANGLE
 PH1693'BLAZE ON A TREE.  THEN CONTINUE SE ACROSS ANOTHER FIELD FOR
 PH1693'ABOUT 70 YARDS TO WHERE A DIM WOOD ROAD ENTERING THE WOODS
 PH1693'AT A TRIANGLE BLAZE ON A 6-INCH TREE AND ABOUT 75 YARDS N OF
 PH1693'THE SE CORNER OF FIELD.  THEN FOLLOW THIS DIM WOOD ROAD
 PH1693'EASTERLY THRU WOODS ALONG THE TOP OF HILL FOR ABOUT 0.2
 PH1693'MILE TO A FENCE.  THEN PASS THRU GAP IN FENCE AND
 PH1693'CONTINUE EASTERLY KEEPING ALONG THE LEFT SIDE OF A KNOLL, FOR
 PH1693'ABOUT 75 YARDS.  THEN TURN RIGHT AND GO SOUTHERLY THRU WOODS
 PH1693'AND INTO AN OPENING ABOUT 100 YARDS TO HIGHEST POINT AND
 PH1693'STATION SITE.
 PH1693'
 PH1693'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH1693
 PH1693                          STATION RECOVERY (1975)
 PH1693
 PH1693'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 PH1693'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0632 ***********************************************************************
 OF0632  DESIGNATION -  COOPER
 OF0632  PID         -  OF0632
 OF0632  STATE/COUNTY-  NY/CAYUGA
 OF0632  USGS QUAD   -  FAIR HAVEN (1976)
 OF0632
 OF0632                         *CURRENT SURVEY CONTROL
 OF0632  ___________________________________________________________________
 OF0632* NAD 83(1986)-  43 21 00.     (N)    076 38 46.     (W)     SCALED    
 OF0632* NAVD 88     -        97.056  (meters)     318.42   (feet)  ADJUSTED  
 OF0632  ___________________________________________________________________
 OF0632  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 OF0632  DYNAMIC HT  -          97.036 (meters)     318.36  (feet)  COMP
 OF0632  MODELED GRAV-     980,411.2   (mgal)                       NAVD 88
 OF0632
 OF0632  VERT ORDER  -  FIRST     CLASS II
 OF0632
 OF0632.The horizontal coordinates were scaled from a topographic map and have
 OF0632.an estimated accuracy of +/- 6 seconds.
 OF0632
 OF0632.The orthometric height was determined by differential leveling
 OF0632.and adjusted by the National Geodetic Survey in June 1991..
 OF0632
 OF0632.The geoid height was determined by GEOID03.
 OF0632
 OF0632.The dynamic height is computed by dividing the NAVD 88
 OF0632.geopotential number by the normal gravity value computed on the
 OF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0632.degrees latitude (g = 980.6199 gals.).
 OF0632
 OF0632.The modeled gravity was interpolated from observed gravity values.
 OF0632
 OF0632;                    North         East    Units  Estimated Accuracy
 OF0632;SPC NY C     -   372,050.      244,910.      MT  (+/- 180 meters Scaled)
 OF0632
 OF0632                          SUPERSEDED SURVEY CONTROL
 OF0632
 OF0632.No superseded survey control is available for this station.
 OF0632
 OF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP665009(NAD 83)
 OF0632_MARKER: Z = SEE DESCRIPTION
 OF0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0632_SP_SET: STEEL ROD
 OF0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0632
 OF0632  HISTORY     - Date     Condition        Report By
 OF0632  HISTORY     - UNK      MONUMENTED       USLS
 OF0632  HISTORY     - 1968     GOOD             NGS
 OF0632
 OF0632                          STATION DESCRIPTION
 OF0632
 OF0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0632'3.8 MI NE FROM FAIR HAVEN.
 OF0632'COOPER IS IN CAYUGA COUNTY, NEW YORK, ABOUT 3.8 MILES NORTHEASTERLY
 OF0632'OF INTERSECTION OF LAKE AND MAIN STREETS IN FAIR HAVEN, 81.2 FEET
 OF0632'NORTHWEST OF A 24-INCH ASH ON THE SOUTHEAST SIDE OF THE ROAD, 61.2
 OF0632'FEET NORTHEAST OF SOUTHERLY CORNER OF LEAN-TO ATTACHED TO BARN,
 OF0632'23.0 FEET NORTHWEST OF THE CENTERLINE OF OLD STATE ROAD, 17.0 FEET
 OF0632'SOUTHERLY OF MOST EASTERLY CORNER OF MILK HOUSE ATTACHED TO BARN,
 OF0632'2.5 FEET SOUTH EAST OF MOST SOUTHERLY CORNER OF MILK HOUSE, 1/2 FOOT
 OF0632'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OF0632'DIAMETER COPPER-COATED STEEL ROD, 13 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1786 ***********************************************************************
 OF1786  DESIGNATION -  COOPER 1925
 OF1786  PID         -  OF1786
 OF1786  STATE/COUNTY-  NY/MONROE
 OF1786  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1786
 OF1786                         *CURRENT SURVEY CONTROL
 OF1786  ___________________________________________________________________
 OF1786* NAD 83(1996)-  43 12 38.22128(N)    077 35 53.42707(W)     ADJUSTED  
 OF1786* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 OF1786  ___________________________________________________________________
 OF1786  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 OF1786  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OF1786
 OF1786  HORZ ORDER  -  SECOND
 OF1786
 OF1786.The horizontal coordinates were established by classical geodetic methods
 OF1786.and adjusted by the National Geodetic Survey in January 1999..
 OF1786
 OF1786.The orthometric height was scaled from a topographic map.
 OF1786
 OF1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1786
 OF1786.The geoid height was determined by GEOID03.
 OF1786
 OF1786;                    North         East     Units Scale Factor Converg.
 OF1786;SPC NY W     -   357,038.250   430,051.159   MT  1.00001630   +0 40 28.4
 OF1786;SPC NY W     - 1,171,382.99  1,410,926.18   sFT  1.00001630   +0 40 28.4
 OF1786;UTM  18      - 4,787,481.447   288,947.238   MT  1.00014798   -1 46 46.5
 OF1786
 OF1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1786!SPC NY W     -   0.99998666  x   1.00001630  =   1.00000296
 OF1786!UTM  18      -   0.99998666  x   1.00014798  =   1.00013464
 OF1786
 OF1786                          SUPERSEDED SURVEY CONTROL
 OF1786
 OF1786  NAD 83(1986)-  43 12 38.22796(N)    077 35 53.42643(W) AD(       ) 2
 OF1786  NAD 27      -  43 12 38.00284(N)    077 35 54.42232(W) AD(       ) 2
 OF1786
 OF1786.Superseded values are not recommended for survey control.
 OF1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1786.See file dsdata.txt to determine how the superseded data were derived.
 OF1786
 OF1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8894787481(NAD 83)
 OF1786_MARKER: Z = SEE DESCRIPTION
 OF1786_SETTING: 0 = UNSPECIFIED SETTING
 OF1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1786
 OF1786  HISTORY     - Date     Condition        Report By
 OF1786  HISTORY     - 1925     MONUMENTED       CGS
 OF1786  HISTORY     - 1977     MARK NOT FOUND   NY-055
 OF1786  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1786
 OF1786                          STATION DESCRIPTION
 OF1786
 OF1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1786'IN IRONDEQUOIT, IN THE NORTHEAST CORNER OF THE LAWN OF A STUCCO
 OF1786'HOUSE LOCATED ON THE SOUTH SIDE OF TITUS AVENUE, NEARLY OPPOSITE
 OF1786'THE INTERSECTION OF COOPER AVENUE, AND KNOWN AS NO. 567 TITUS
 OF1786'AVENUE.  IT IS 12.59 METERS NORTH OF THE NORTHEAST CORNER OF THE
 OF1786'PORCH OF THIS HOUSE, 1.22 METERS WEST OF THE EAST EDGE OF A
 OF1786'6-INCH CONCRETE WALL WHICH SERVES AS THE EAST BOUNDARY OF THIS
 OF1786'PROPERTY, 1.57 METERS EAST OF THE EAST EDGE OF THE CONCRETE WALK
 OF1786'LEADING TO THE FRONT DOOR OF THIS RESIDENCE, AND 15.45 METERS
 OF1786'SOUTH OF THE SOUTHWEST CORNER OF A 2- BY 2- BY 4-FOOT CONCRETE
 OF1786'BLOCK POST AT THE NORTHEAST CORNER OF COOPER AND TITUS AVENUES.
 OF1786
 OF1786                          STATION RECOVERY (1977)
 OF1786
 OF1786'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1786'NOT RECOVERED, ALL TIES DESTROYED.  STATION BELEIVED DESTROYED.
 OF1786
 OF1786                          STATION RECOVERY (1994)
 OF1786
 OF1786'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2745 ***********************************************************************
 KU2745  DESIGNATION -  COOPER BLUFF
 KU2745  PID         -  KU2745
 KU2745  STATE/COUNTY-  NY/NASSAU
 KU2745  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2745
 KU2745                         *CURRENT SURVEY CONTROL
 KU2745  ___________________________________________________________________
 KU2745* NAD 83(1996)-  40 53 39.54371(N)    073 29 49.73544(W)     ADJUSTED  
 KU2745* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 KU2745  ___________________________________________________________________
 KU2745  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU2745  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2745
 KU2745  HORZ ORDER  -  SECOND
 KU2745
 KU2745.The horizontal coordinates were established by classical geodetic methods
 KU2745.and adjusted by the National Geodetic Survey in January 1999..
 KU2745
 KU2745.The orthometric height was scaled from a topographic map.
 KU2745
 KU2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2745
 KU2745.The geoid height was determined by GEOID03.
 KU2745
 KU2745;                    North         East     Units Scale Factor Converg.
 KU2745;SPC NY L     -    80,924.899   342,374.552   MT  0.99999520   +0 19 44.1
 KU2745;SPC NY L     -   265,501.11  1,123,273.84   sFT  0.99999520   +0 19 44.1
 KU2745;UTM  18      - 4,528,112.499   626,595.863   MT  0.99979726   +0 59 02.4
 KU2745
 KU2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2745!SPC NY L     -   0.99999671  x   0.99999520  =   0.99999191
 KU2745!UTM  18      -   0.99999671  x   0.99979726  =   0.99979397
 KU2745
 KU2745:                Primary Azimuth Mark                     Grid Az
 KU2745:SPC NY L     -  FLAGSTAFF NORTHEAST OF LH                013 44 13.4
 KU2745:UTM  18      -  FLAGSTAFF NORTHEAST OF LH                013 04 55.1
 KU2745
 KU2745|---------------------------------------------------------------------|
 KU2745| PID    Reference Object                     Distance      Geod. Az  |
 KU2745|                                                           dddmmss.s |
 KU2745| KU2707 FLAGSTAFF NORTHEAST OF LH           APPROX. 2.8 KM 0140357.5 |
 KU2745| KU2708 GABLE OF BOATHOUSE FLAGSTAFF        APPROX. 2.6 KM 0173626.5 |
 KU2745| CB6708 COOPER BLUFF RM                      18.740 METERS 03436     |
 KU2745| KU2712 KNOLL                               APPROX. 2.1 KM 0365153.3 |
 KU2745| KU2880 PIN                                 APPROX. 2.4 KM 3125935.2 |
 KU2745| KU2905 LUD                                 APPROX. 3.4 KM 3161805.1 |
 KU2745|---------------------------------------------------------------------|
 KU2745
 KU2745                          SUPERSEDED SURVEY CONTROL
 KU2745
 KU2745  NAD 83(1996)-  40 53 39.54617(N)    073 29 49.73459(W) AD(       ) 2
 KU2745  NAD 83(1992)-  40 53 39.54689(N)    073 29 49.73344(W) AD(       ) 2
 KU2745  NAD 83(1986)-  40 53 39.54817(N)    073 29 49.73553(W) AD(       ) 2
 KU2745  NAD 27      -  40 53 39.19900(N)    073 29 51.29900(W) AD(       ) 2
 KU2745
 KU2745.Superseded values are not recommended for survey control.
 KU2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2745.See file dsdata.txt to determine how the superseded data were derived.
 KU2745
 KU2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2659628112(NAD 83)
 KU2745_MARKER: Z = SEE DESCRIPTION
 KU2745_SETTING: 0 = UNSPECIFIED SETTING
 KU2745
 KU2745  HISTORY     - Date     Condition        Report By
 KU2745  HISTORY     - 1834     MONUMENTED       CGS
 KU2745  HISTORY     - 1916     GOOD             CGS
 KU2745  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KU2745  HISTORY     - 1939     GOOD             CGS
 KU2745  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KU2745  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 KU2745
 KU2745                          STATION DESCRIPTION
 KU2745
 KU2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1834 (EB)
 KU2745'STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL IN THE
 KU2745'TOWNSHIP OF OYSTER BAY.  THE STATION IS MARKED BY A STONE CONE
 KU2745'BURIED IN THE GROUND.  THE ROAD TO THIS SIGNAL IS ON THE W SIDE OF
 KU2745'THE NECK.
 KU2745
 KU2745                          STATION RECOVERY (1916)
 KU2745
 KU2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2745'STATION IS ON THE HIGHEST PART OF THE HILL, ABOUT 24 METERS FROM
 KU2745'THE EDGE OF THE BLUFF, ALONG A FOOTPATH WHICH LEADS INTO THE
 KU2745'WOODS.  STANDING AT THE STATION, COLD SPRING HARBOR LIGHTHOUSE
 KU2745'CAN BE SEEN THROUGH THE WOODS A LITTLE TO THE LEFT OF THE PATH.
 KU2745'THE LINE TO IT PASSES OVER A SMALL STUMP 3.2 METERS DISTANT AND
 KU2745'CLOSE TO THE EASTWARD OF A SMALL OAK TREE 6.85 METERS DISTANT.  ON
 KU2745'THE OTHER SIDE OF THE LINE TO THE LIGHTHOUSE AND CLOSE TO THE W
 KU2745'SIDE OF THE PATH IS ANOTHER SMALL OAK TREE, 6.30 METERS FROM THE
 KU2745'STATION.  NEARLY W OF THE STATION AND 1.85 METERS FROM IT IS AN
 KU2745'OAK WITH 4 STEMS AND MARKED WITH A BLAZE AND 2 NAILS.  NEARLY S OF
 KU2745'THE STATION AND 4.05 METERS FROM IT IS A DOUBLE HICKORY TREE.
 KU2745'ABOUT 25-1/2 DEG TO THE RIGHT OF THE LIGHTHOUSE AND 18.67 METERS
 KU2745'DISTANT IS A FLAT-TOPPED ROCK WITH A RUDE CROSS ON ITS UPPER
 KU2745'SURFACE.  THIS ROCK IS ON THE E SIDE OF THE PATH AND 5.5 METERS
 KU2745'FROM THE EDGE OF THE BLUFF TOWARD THE LIGHTHOUSE.
 KU2745'
 KU2745'STATION IS MARKED BY THE ORIGINAL CONE OF GRAY STONEWARE, WHICH IS
 KU2745'RATHER BADLY CRACKED AND NOT MUCH BELOW THE SURFACE.  THE LAND HAS
 KU2745'RECENTLY BEEN PURCHASED BY MR. JOHN AITKEN OF 417 FIFTH AVENUE,
 KU2745'NEW YORK.
 KU2745
 KU2745                          STATION RECOVERY (1931)
 KU2745
 KU2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2745'THE ORIGINAL TILE CONE WAS RECOVERED ABOUT 8 INCHES BELOW THE
 KU2745'SURFACE OF THE GROUND AND RE-BURIED WITH A SMALL CAIRN OF ROCKS
 KU2745'WHICH EXTENDS A FEW INCHES ABOVE THE SURFACE.
 KU2745'
 KU2745'THERE ARE ONLY 2 REFERENCE MARKS NOW REMAINING.
 KU2745'
 KU2745'THE 4-STEMMED OAK TREE 1.85 METERS W OF THE STATION IS NOW ABOUT 4
 KU2745'FEET IN DIAMETER AND VERY PROMINENT.
 KU2745'
 KU2745'THE CROSS PLACED ON THE ROCK IN 1914 IS STILL IN GOOD CONDITION.
 KU2745
 KU2745                          STATION RECOVERY (1939)
 KU2745
 KU2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2745'STATION IS LOCATED ABOUT 3-1/2 MILES BY ROAD E AND N FROM OYSTER
 KU2745'BAY VILLAGE ON COVE NECK NEAR NE POINT ON THE SUMMIT OF A HIGH
 KU2745'BLUFF CALLED COOPER BLUFF, ON PROPERTY NOW OWNED BY MR. GEORGE
 KU2745'NICHOLS, ON HIGHEST PART OF HILL ABOUT 23 METERS FROM EDGE OF
 KU2745'BLUFF ALONG WOODS ROAD THAT LEADS BACK TO THE NICHOLS HOUSE AND
 KU2745'THE MAIN ROAD.  STATION IS ON THE W SIDE OF THIS FAINT ROAD.  THE
 KU2745'VICINITY OF THE STATION IS UNDEVELOPED AND COVERED WITH TREES AND
 KU2745'THICK UNDERBRUSH.
 KU2745'
 KU2745'THE CENTER OF STATION IS MARKED BY THE ORIGINAL CONE, ONLY THE
 KU2745'TOP OF WHICH WAS UNCOVERED.  IT IS 9 INCHES IN DIAMETER AND HAS
 KU2745'HAD ABOUT A QUARTER SEGMENT BROKEN OUT OF ITS SE SECTION.  IT IS
 KU2745'0.8 FOOT BELOW THE SURFACE, AND WAS FOUND COVERED WITH LARGE
 KU2745'GRAVEL AND WAS RECOVERED IN THE SAME MANNER.  THE ONLY ORIGINAL
 KU2745'REFERENCE REMAINING WERE A CROSS IN A FLAT-TOPPED ROCK WHICH IS
 KU2745'4.4 METERS TOWARD THE STATION FROM THE CREST OF THE BLUFF AND
 KU2745'18.74 METERS NORTHEASTERLY FROM THE STATION, AND A LARGE 4-STEMMED OAK
 KU2745'TREE 6 FEET WESTERLY OF THE STATION.  A STANDARD U.S.C. AND G.S.
 KU2745'REFERENCE MARK, STAMPED COOPER BLUFF 2, 1939 WAS PLACED IN A DRILL
 KU2745'HOLE IN THE CENTER OF OLD CROSS IN ABOVE ROCK.  BOTTLE REFERENCES
 KU2745'WERE NOT FOUND BUT WERE NOT INTENSIVELY DUG FOR.
 KU2745'
 KU2745'TOWER COULD NOT BE BUILT OVER THIS STATION BECAUSE OF NEARBY
 KU2745'TREES.  A NEW STATION CALLED COOPER BLUFF 2 WAS ESTABLISHED 4.892
 KU2745'METERS NORTHERLY.
 KU2745
 KU2745                          STATION RECOVERY (1955)
 KU2745
 KU2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 KU2745'THE ORIGINAL TILE CONE WAS RECOVERED ABOUT 0.8 FT. BELOW THE
 KU2745'SURFACE AS DESCRIBED.  OBSERVATIONS WERE MADE AT COOPER BLUFF 2
 KU2745'1939 TO THE APPROXIMATE CENTER OF THE CONE AND WERE IN AGREEMENT
 KU2745'WITH THE 1939 MEASUREMENTS.
 KU2745'
 KU2745'THE CONE WAS BADLY CRACKED IN FOUR PLACES AND ONE SEGMENT WAS
 KU2745'MISSING, THE CONE WAS REMOVED IN FOUR PIECES AND DIGGING WAS
 KU2745'CONTINUED TO A DEPTH OF 4 FT. BELOW THE BOTTOM OF THE CONE IN A
 KU2745'SEARCH FOR AN UNDERGROUND MARK, BUT NONE WAS FOUND.  THE CONE WAS
 KU2745'NOT REPLACED AS THE PRESENT PROPERTY OWNER INTENDS TO CONSTRUCT A
 KU2745'HOME IN THE NEAR FUTURE ON THIS LOCATION.
 KU2745
 KU2745                          STATION RECOVERY (1992)
 KU2745
 KU2745'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2502 ***********************************************************************
 MZ2502  DESIGNATION -  COOPER FILL
 MZ2502  PID         -  MZ2502
 MZ2502  STATE/COUNTY-  NY/RENSSELAER
 MZ2502  USGS QUAD   -  DELMAR (1980)
 MZ2502
 MZ2502                         *CURRENT SURVEY CONTROL
 MZ2502  ___________________________________________________________________
 MZ2502* NAD 83(1996)-  42 35 33.26644(N)    073 45 25.56759(W)     ADJUSTED  
 MZ2502* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 MZ2502  ___________________________________________________________________
 MZ2502  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MZ2502  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 MZ2502
 MZ2502  HORZ ORDER  -  THIRD
 MZ2502
 MZ2502.The horizontal coordinates were established by classical geodetic methods
 MZ2502.and adjusted by the National Geodetic Survey in January 1999..
 MZ2502
 MZ2502.The orthometric height was scaled from a topographic map.
 MZ2502
 MZ2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2502
 MZ2502.The geoid height was determined by GEOID03.
 MZ2502
 MZ2502;                    North         East     Units Scale Factor Converg.
 MZ2502;SPC NY E     -   417,683.533   210,969.362   MT  0.99994572   +0 30 10.1
 MZ2502;SPC NY E     - 1,370,350.06    692,155.32   sFT  0.99994572   +0 30 10.1
 MZ2502;UTM  18      - 4,716,321.059   601,974.019   MT  0.99972794   +0 50 28.5
 MZ2502
 MZ2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2502!SPC NY E     -   1.00000433  x   0.99994572  =   0.99995005
 MZ2502!UTM  18      -   1.00000433  x   0.99972794  =   0.99973227
 MZ2502
 MZ2502|---------------------------------------------------------------------|
 MZ2502| PID    Reference Object                     Distance      Geod. Az  |
 MZ2502|                                                           dddmmss.s |
 MZ2502| DA2451 COOPER FILL RM 2                    127.330 METERS 03003     |
 MZ2502| DA2450 COOPER FILL RM 1                     24.817 METERS 12135     |
 MZ2502| MZ2391 JOE                                 APPROX. 2.0 KM 1270845.7 |
 MZ2502| MZ2554 VAN WIES POINT DIKE LIGHT           APPROX. 1.7 KM 1632148.6 |
 MZ2502| MZ2479 STAATS POINT LIGHT                  APPROX. 2.4 KM 1673203.3 |
 MZ2502| MZ2499 VAN WIES POINT LIGHT                APPROX. 0.9 KM 1835015.9 |
 MZ2502| MZ2510 OVERSLAUGH DIKE 1                   APPROX. 0.6 KM 1985320.5 |
 MZ2502| MZ2511 OVERSLAUGH DIKE 2                   333.878 METERS 23413     |
 MZ2502| MZ2516 OVERSLAUGH DIKE 3                   325.607 METERS 28336     |
 MZ2502| MZ2548 OVERSLAUGH DIKE 4                   484.314 METERS 3115018.5 |
 MZ2502| MZ2538 BEACON ISLAND LIGHT                 APPROX. 1.2 KM 3352907.0 |
 MZ2502|---------------------------------------------------------------------|
 MZ2502
 MZ2502                          SUPERSEDED SURVEY CONTROL
 MZ2502
 MZ2502  NAD 83(1996)-  42 35 33.26876(N)    073 45 25.56890(W) AD(       ) 3
 MZ2502  NAD 83(1996)-  42 35 33.26898(N)    073 45 25.56887(W) AD(       ) 3
 MZ2502  NAD 83(1992)-  42 35 33.26922(N)    073 45 25.56855(W) AD(       ) 3
 MZ2502  NAD 83(1992)-  42 35 33.26948(N)    073 45 25.56850(W) AD(       ) 3
 MZ2502  NAD 83(1986)-  42 35 33.26973(N)    073 45 25.56782(W) AD(       ) 3
 MZ2502  NAD 27      -  42 35 32.98400(N)    073 45 27.13500(W) AD(       ) 3
 MZ2502
 MZ2502.Superseded values are not recommended for survey control.
 MZ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2502.See file dsdata.txt to determine how the superseded data were derived.
 MZ2502
 MZ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0197416321(NAD 83)
 MZ2502_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2502
 MZ2502  HISTORY     - Date     Condition        Report By
 MZ2502  HISTORY     - 1934     MONUMENTED       CGS
 MZ2502
 MZ2502                          STATION DESCRIPTION
 MZ2502
 MZ2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2502'ON THE E SIDE OF HUDSON RIVER APPROXIMATELY 1.3 MILES S OF THE
 MZ2502'TURNING BASIN.  STATION IS 133.3 FEET E OF PAPSCANEE DIKE AND
 MZ2502'APPROXIMATELY 500 FEET N OF A VERY DEFINITE BREAK EASTWARD IN
 MZ2502'THE SHORE LINE WHICH LEADS INTO COOPER KILL CREEK.  STATION IS
 MZ2502'LOCATED AMONG SMALL TREES AND BUSHES.
 MZ2502'
 MZ2502'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2502'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2502'
 MZ2502'STATION AND REFERENCE MARKS ARE STANDARD BRASS DISKS SET IN
 MZ2502'CONCRETE MONUMENTS.
 MZ2502'
 MZ2502'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2746 ***********************************************************************
 KU2746  DESIGNATION -  COOPERS BLUFF 2
 KU2746  PID         -  KU2746
 KU2746  STATE/COUNTY-  NY/NASSAU
 KU2746  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2746
 KU2746                         *CURRENT SURVEY CONTROL
 KU2746  ___________________________________________________________________
 KU2746* NAD 83(1996)-  40 53 39.70229(N)    073 29 49.71594(W)     ADJUSTED  
 KU2746* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 KU2746  ___________________________________________________________________
 KU2746  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU2746  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2746
 KU2746  HORZ ORDER  -  SECOND
 KU2746
 KU2746.The horizontal coordinates were established by classical geodetic methods
 KU2746.and adjusted by the National Geodetic Survey in January 1999..
 KU2746
 KU2746.The orthometric height was scaled from a topographic map.
 KU2746
 KU2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2746
 KU2746.The geoid height was determined by GEOID03.
 KU2746
 KU2746;                    North         East     Units Scale Factor Converg.
 KU2746;SPC NY L     -    80,929.793   342,374.981   MT  0.99999520   +0 19 44.1
 KU2746;SPC NY L     -   265,517.16  1,123,275.25   sFT  0.99999520   +0 19 44.1
 KU2746;UTM  18      - 4,528,117.397   626,596.235   MT  0.99979726   +0 59 02.4
 KU2746
 KU2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2746!SPC NY L     -   0.99999671  x   0.99999520  =   0.99999191
 KU2746!UTM  18      -   0.99999671  x   0.99979726  =   0.99979397
 KU2746
 KU2746:                Primary Azimuth Mark                     Grid Az
 KU2746:SPC NY L     -  LLOYD NECK W L SMITH TWR                 005 34 23.9
 KU2746:UTM  18      -  LLOYD NECK W L SMITH TWR                 004 55 05.6
 KU2746
 KU2746|---------------------------------------------------------------------|
 KU2746| PID    Reference Object                     Distance      Geod. Az  |
 KU2746|                                                           dddmmss.s |
 KU2746| KU2701 LLOYD NECK W L SMITH TWR            APPROX. 3.2 KM 0055408.0 |
 KU2746| KU2697 COLD SPRING HARBOR LH               APPROX. 2.2 KM 0084438.5 |
 KU2746| CB6709 COOPERS BLUFF 2 RM 1                 14.660 METERS 04403     |
 KU2746| KU2676 WEST NECK IMM CON SEM DOME          APPROX. 2.5 KM 0613135.4 |
 KU2746| KU2687 WEST NECK TRAP SHOOTING TOWER       APPROX. 3.3 KM 0674647.4 |
 KU2746| KU2677 TALL TOWER                          APPROX. 2.3 KM 0952321.5 |
 KU2746| KU2649 HUNTINGTON COUNTRY CLUB TANK        APPROX. 5.3 KM 1233325.1 |
 KU2746| CB6710 COOPERS BLUFF 2 RM 2                 29.110 METERS 16154     |
 KU2746| KU2745 COOPER BLUFF                          4.913 METERS 18520     |
 KU2746| KU2744 COOPERS BLUFF 3                      32.739 METERS 21743     |
 KU2746| KU2948 OYSTER BAY CHRIST EPIS CHURCH       APPROX. 3.6 KM 2262715.7 |
 KU2746| KU2949 OYSTER BAY PRESB CHURCH SPIRE       APPROX. 3.6 KM 2263858.4 |
 KU2746| KU2880 PIN                                 APPROX. 2.4 KM 3125357.8 |
 KU2746|---------------------------------------------------------------------|
 KU2746
 KU2746                          SUPERSEDED SURVEY CONTROL
 KU2746
 KU2746  NAD 83(1996)-  40 53 39.70475(N)    073 29 49.71510(W) AD(       ) 2
 KU2746  NAD 83(1992)-  40 53 39.70461(N)    073 29 49.71405(W) AD(       ) 2
 KU2746  NAD 83(1986)-  40 53 39.70592(N)    073 29 49.71614(W) AD(       ) 2
 KU2746  NAD 27      -  40 53 39.35700(N)    073 29 51.27900(W) AD(       ) 2
 KU2746
 KU2746.Superseded values are not recommended for survey control.
 KU2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2746.See file dsdata.txt to determine how the superseded data were derived.
 KU2746
 KU2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2659628117(NAD 83)
 KU2746_MARKER: DS = TRIANGULATION STATION DISK
 KU2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2746
 KU2746  HISTORY     - Date     Condition        Report By
 KU2746  HISTORY     - 1939     MONUMENTED       CGS
 KU2746  HISTORY     - 1951     GOOD             CGS
 KU2746  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KU2746  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 KU2746
 KU2746                          STATION DESCRIPTION
 KU2746
 KU2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2746'STATION IS ABOUT 3-1/2 MILES BY ROAD E AND N FROM OYSTER BAY
 KU2746'VILLAGE ON COVE NECK NEAR NE POINT ON THE SUMMIT OF A HIGH BLUFF
 KU2746'CALLED COOPER BLUFF ON PROPERTY NOW OWNED BY MR. GEORGE NICHOLS ON
 KU2746'HIGHEST PART OF HILL, ABOUT 19 METERS SOUTHERLY FROM EDGE OF
 KU2746'BLUFF ON THE W SIDE OF A FAINT WOODS ROAD THAT LEADS BACK TO THE
 KU2746'NICHOLS HOUSE AND THE MAIN ROAD.  THE VICINITY OF THE STATION IS
 KU2746'UNDEVELOPED AND COVERED WITH TREES AND THICK UNDERBRUSH.
 KU2746'
 KU2746'SURFACE, UNDERGROUND, AND REFERENCE MARK NO.2 ARE STANDARD BRONZE
 KU2746'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KU2746'
 KU2746'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 KU2746'IN THE CENTER OF THE OLD REFERENCE CROSS IN A ROCK ABOUT 3 FEET
 KU2746'LONG ALMOST FLUSH WITH THE SURFACE AND 4.4 METERS IN FROM THE
 KU2746'CREST OF THE BLUFF.
 KU2746'
 KU2746'REFERENCE MARK NO.2 IS SOUTHERLY FROM THE STATION AND ON THE E
 KU2746'EDGE OF THE WOODS ROAD LEADING TO THE STATION.  COOPER BLUFF,
 KU2746'1834 IS THE ORIGINAL POTTERY CONE 0.8 FOOT BELOW THE SURFACE.
 KU2746'(SEE RECOVERY NOTE FOR COOPER BLUFF).
 KU2746'
 KU2746'HEIGHT OF TARGET ABOVE STATION MARK - 23 METERS.
 KU2746
 KU2746                          STATION RECOVERY (1951)
 KU2746
 KU2746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2746'THE STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KU2746'CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THESE ADDITIONS.
 KU2746'
 KU2746'THE STATION MARK IS 10 FEET NORTH OF A POINT WHERE PATH BENDS FROM
 KU2746'NORTHEAST TO DUE EAST.
 KU2746'
 KU2746'COOPERS BLUFF 1834 - TILE NOW BROKEN ON ONE SIDE AND IS 10 INCHES
 KU2746'BELOW SURFACE.
 KU2746'
 KU2746'R.M. NO. 2 IS 5 FEET EAST OF PATH (REFERRED TO AS A TIMBER ROAD)
 KU2746'AND 2 INCHES BELOW SURFACE.
 KU2746
 KU2746                          STATION RECOVERY (1955)
 KU2746
 KU2746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 KU2746'ALL MARKS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 KU2746'EXCEPTIONS--THE STATION MARK WAS STAMPED COOPERS BLUFF NO 2 1939,
 KU2746'AND THE REFERENCE MARKS WERE STAMPED COOPERS BLUFF 1 1939 AND
 KU2746'COOPERS BLUFF 2 1939.  ALL SURFACE MARKS WERE REMOVED AT THE
 KU2746'REQUEST OF MR. PETER LUCE, THE PRESENT PROPERTY OWNER, WHO
 KU2746'INTENDS TO CONSTRUCT A HOME ON THIS LOCATION IN THE NEAR FUTURE.
 KU2746'A NEW STATION, COOPERS BLUFF 3 1955, WAS ESTABLISHED.  SEE
 KU2746'DESCRIPTION FOR COOPERS BLUFF 3 1955.
 KU2746
 KU2746                          STATION RECOVERY (1992)
 KU2746
 KU2746'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU5150 ***********************************************************************
 KU5150  DESIGNATION -  COOPERS BLUFF 3 1955
 KU5150  PID         -  KU5150
 KU5150  STATE/COUNTY-  NY/NASSAU
 KU5150  USGS QUAD   -  LLOYD HARBOR (1967)
 KU5150
 KU5150                         *CURRENT SURVEY CONTROL
 KU5150  ___________________________________________________________________
 KU5150* NAD 83(1986)-  40 53 39.     (N)    073 29 51.     (W)     SCALED    
 KU5150* NAVD 88     -        49.37   (+/-2cm)     162.0    (feet)  VERTCON   
 KU5150  ___________________________________________________________________
 KU5150  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU5150
 KU5150  VERT ORDER  -  THIRD ? (See Below)
 KU5150
 KU5150.The horizontal coordinates were scaled from a topographic map and have
 KU5150.an estimated accuracy of +/- 6 seconds.
 KU5150
 KU5150.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU5150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU5150.The vertical order pertains to the NGVD 29 superseded value.
 KU5150
 KU5150.The geoid height was determined by GEOID03.
 KU5150
 KU5150;                    North         East    Units  Estimated Accuracy
 KU5150;SPC NY L     -    80,910.      342,350.      MT  (+/- 180 meters Scaled)
 KU5150
 KU5150                          SUPERSEDED SURVEY CONTROL
 KU5150
 KU5150  NGVD 29 (07/19/86)   49.70   (m)          163.1    (f) LEVELING    3  
 KU5150
 KU5150.Superseded values are not recommended for survey control.
 KU5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5150.See file dsdata.txt to determine how the superseded data were derived.
 KU5150
 KU5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL265280(NAD 83)
 KU5150_MARKER: DS = TRIANGULATION STATION DISK
 KU5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU5150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU5150+STABILITY: SURFACE MOTION
 KU5150
 KU5150  HISTORY     - Date     Condition        Report By
 KU5150  HISTORY     - 1955     MONUMENTED       CGS
 KU5150  HISTORY     - 1966     GOOD             CGS
 KU5150  HISTORY     - 1968     GOOD             CGS
 KU5150
 KU5150                          STATION DESCRIPTION
 KU5150
 KU5150'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JHB)
 KU5150'THE STATION IS LOCATED ABOUT 4 MI. NW OF HUNTINGTON, AND 2 MI. NE
 KU5150'OF OYSTER BAY, NEAR THE NE POINT OF COVE NECK, ON A HIGH BLUFF
 KU5150'CALLED COOPER BLUFF, AND ON PROPERTY NOW OWNED BY MR. PETER LUCE.
 KU5150'IT IS ON THE W SIDE OF THE BLUFF, ABOUT 200 FT. SW OF THE POINT OF
 KU5150'THE BLUFF, AND NOT ON THE HIGHEST GROUND.  ADDITIONAL REFERENCE
 KU5150'MEASUREMENTS WERE NOT MADE AS THE PROPERTY WILL BE UNDER EXTENSIVE
 KU5150'REVISION IN THE NEAR FUTURE BECAUSE OF CONSTRUCTION OF A NEW HOME
 KU5150'BY MR. LUCE.  IT IS SET FLUSH WITH THE GROUND, AND THE DISK IS
 KU5150'STAMPED COOPERS BLUFF 3 1955.
 KU5150'
 KU5150'REFERENCE MARK 3 IS 3-1/2 FT. W OF A 12-IN. ELM TREE.  IT IS SET
 KU5150'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED COOPERS BLUFF 3 NO
 KU5150'3 1955.
 KU5150'
 KU5150'REFERENCE MARK 4 IS IN A WOODED AREA, AND 6 FT. NE OF A 15-IN.
 KU5150'POPLAR TREE.  IT IS SET FLUSH WITH THE GROUND, AND THE DISK IS
 KU5150'STAMPED COOPERS BLUFF 3 NO 4 1955.
 KU5150'
 KU5150'TRIANGULATION STATION COLD SPRING HARBOR LIGHTHOUSE 1914 WILL
 KU5150'SERVE AS THE AZIMUTH MARK FOR THIS STATION.
 KU5150'
 KU5150'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH STREET AND
 KU5150'EAST MAIN STREET IN OYSTER BAY, GO E ON EAST MAIN STREET FOR 1.4
 KU5150'MI. TO COVE NECK ROAD, FOLLOW COVE NECK ROAD FOR 1.0 MI. TO A
 KU5150'Y-INTERSECTION AND A SIGN STATING THE LEFT FORK TO BE A PRIVATE
 KU5150'ROAD, FOLLOW THE PRIVATE ROAD (THE LEFT FORK) FOR 0.3 MI. TO AN
 KU5150'INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 0.3 MI. TO A T-INTERSECTION,
 KU5150'TURN RIGHT AND GO 0.2 MI. UPHILL TO A T-INTERSECTION, TURN RIGHT
 KU5150'AND GO UPHILL FOR 0.2 MI. TO A T-INTERSECTION, CONTINUE STRAIGHT
 KU5150'AHEAD FOR ABOUT 100 FT. TO A MACADAM DRIVEWAY AND A SIGN DOUGLAS
 KU5150'LEIGH COOPERS BLUFF, TURN LEFT AND FOLLOW THE DRIVEWAY FOR 0.2
 KU5150'MI., AS DRIVEWAY CONTINUES TO THE RIGHT CONTINUE STRAIGHT AHEAD ON
 KU5150'A TRACK ROAD FOR 0.2 MI. AND THE STATION ON THE LEFT AS DESCRIBED.
 KU5150
 KU5150                          STATION RECOVERY (1966)
 KU5150
 KU5150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU5150'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 KU5150'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 4
 KU5150'CHECKED.  REFERENCE MARK 3 WAS SEARCHED FOR AND WAS NOT RECOVERED.
 KU5150'REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME AND THE OBSERVATIONS
 KU5150'WERE MADE FROM THIS POINT.  THE PROPERTY OWNER REQUESTED THAT HE
 KU5150'DIDNT WANT THE TOWER BUILT OVER THE STATION MARK, DUE TO THE
 KU5150'CONSTRUCTION OF HIS HOME.
 KU5150'
 KU5150'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 KU5150'
 KU5150'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF HUNTINGTON, NEAR
 KU5150'THE NORTHEAST POINT OF COVE NECK, ON A HIGH BLUFF CALLED COOPERS
 KU5150'BLUFF AND ON PROPERTY OF MR. FREDERICK E. GUEST OF 1010 5TH
 KU5150'AVENUE, NEW YORK CITY.
 KU5150'
 KU5150'TO REACH THE STATION FROM THE INTERSECTION OF EAST MAIN STREET AND
 KU5150'SOUTH STREET IN OYSTER BAY, GO EASTERLY ON EAST MAIN STREET
 KU5150'(COUNTY HIGHWAY 17) FOR 1.3 MILES TO A SIDE ROAD LEFT (COVE NECK
 KU5150'ROAD).  TURN LEFT AND GO NORTHEAST AND NORTH ON COVE NECK ROAD
 KU5150'(COUNTY HIGHWAY 50) FOR 1.0 MILE TO A FORK.  BEAR LEFT AS PER SIGN
 KU5150'ENTRANCE TO PRIVATE RESIDENCES NO OUTLET AND GO NORTH FOR 0.35 MILE
 KU5150'TO A FORK.  BEAR RIGHT ON A PRIVATE ROAD MARKED DEAD END FOR 0.25
 KU5150'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE MAIN
 KU5150'TRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KU5150'GO EAST ON A NARROW MACADAM ROAD FOR 0.15 MILE TO A FORK.  BEAR
 KU5150'LEFT, EAST FOR ABOUT 100 FEET TO A MACADAM DRIVEWAY ON THE LEFT
 KU5150'AND SMALL SIGN READING DOUGLAS LEIGH COOPERS BLUFF.  TURN LEFT AND GO
 KU5150'FOR 0.15 MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 KU5150'MAIN TRAVELED ROAD FOR 0.2 MILE TO A FORK. BEAR LEFT UPHILL FOR
 KU5150'0.05 MILE TO A SMALL PARKING LOT TO MR. GUESTS HOME AND THE STATION.
 KU5150'
 KU5150'THE STATION MARK IS A STANDARD DISK STAMPED COOPERS BLUFF 3 1955,
 KU5150'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KU5150'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88.5 FEET NORTHWEST
 KU5150'OF THE WEST EDGE OF A PARKING LOT, 86 FEET WEST-NORTHWEST OF THE
 KU5150'SOUTH EDGE OF A BRICK WALL, 40 FEET WEST OF THE WEST SIDE OF A
 KU5150'HOUSE AND 14.7 FEET NORTH-NORTHWEST OF THE WEST TRUNK OF A TWIN
 KU5150'TRUNKED BIRCH TREE.  (NOTE 1A 7A)
 KU5150'
 KU5150'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COOPERS BLUFF 3 NO 4
 KU5150'1955, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KU5150'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 86.2 FEET
 KU5150'WEST OF THE SOUTH CORNER OF THE HOUSE, 78.8 FEET WEST-NORTHWEST OF
 KU5150'THE SOUTH EDGE OF THE BRICK WALL, 52.1 FEET SOUTHWEST OF THE WEST
 KU5150'SIDE OF THE HOUSE AND 15.4 FEET SOUTH-SOUTHWEST OF THE WEST TRUNK
 KU5150'OF THE TWIN TRUNKED BIRCH TREE.  (NOTE 11A)
 KU5150'
 KU5150'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COOPERS BLUFF 3 NO 5
 KU5150'1955, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU5150'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 KU5150'98.5 FEET WEST-NORTHWEST OF POWER LINE POLE NO. 104 E6, 91 FEET
 KU5150'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 84.9 FEET SOUTHWEST OF
 KU5150'THE WEST EDGE OF THE HOUSE, 72 FEET WEST-SOUTHWEST OF THE SOUTH
 KU5150'EDGE OF A BRICK WALL AND 58 FEET WEST OF THE WEST EDGE OF A PAVED
 KU5150'PARKING LOT.  (NOTE 11B)
 KU5150'
 KU5150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/4 MILES
 KU5150'NORTHEAST OF OYSTER BAY.
 KU5150
 KU5150                          STATION RECOVERY (1968)
 KU5150
 KU5150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 KU5150'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KU5150'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS DID NOT CHECK
 KU5150'1966 DISTANCES AND DIRECTIONS.
 KU5150'
 KU5150'THIS STATION WAS RECOVERED TO VERIFY THE DISTANCE AND DIRECTION TO
 KU5150'REFERENCE MARKS THAT MR. DEBRUIN (CONSULTANT TO NASSAU COUNTY) HAS
 KU5150'FOUND IN ERROR.  HIS DISTANCE AND DIRECTIONS WERE VERIFIED.  A
 KU5150'LAWN SPRINKLING SYSTEM HAS BEEN INSTALLED AND THE STATION MARK MAY
 KU5150'HAVE BEEN REMOVED AND REPLACED IN THE APPROXIMATE ORIGINAL
 KU5150'POSITION BY THE CREW INSTALLING THE SPRINKLING SYSTEM.  THE DISTANCE
 KU5150'BETWEEN REFERENCE MARKS 4 AND 5 CHECKED THE 1966 RECOVERY NOTE.
 KU5150'
 KU5150'THE TO REACH AND DESCRIPTION OF MARKS IS ADEQUATE AS STATED IN
 KU5150'1966 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2703 ***********************************************************************
 KU2703  DESIGNATION -  COOPERS BLUFF 3 RM 5
 KU2703  PID         -  KU2703
 KU2703  STATE/COUNTY-  NY/NASSAU
 KU2703  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2703
 KU2703                         *CURRENT SURVEY CONTROL
 KU2703  ___________________________________________________________________
 KU2703* NAD 83(1996)-  40 53 38.07703(N)    073 29 50.43486(W)     ADJUSTED  
 KU2703* NAVD 88     -        49.0    (meters)     161.     (feet)  VERTCON   
 KU2703  ___________________________________________________________________
 KU2703  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU2703  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2703
 KU2703  HORZ ORDER  -  FIRST
 KU2703
 KU2703.The horizontal coordinates were established by classical geodetic methods
 KU2703.and adjusted by the National Geodetic Survey in January 1999..
 KU2703
 KU2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2703
 KU2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2703
 KU2703.The geoid height was determined by GEOID03.
 KU2703
 KU2703;                    North         East     Units Scale Factor Converg.
 KU2703;SPC NY L     -    80,879.562   342,358.440   MT  0.99999519   +0 19 43.6
 KU2703;SPC NY L     -   265,352.36  1,123,220.98   sFT  0.99999519   +0 19 43.6
 KU2703;UTM  18      - 4,528,066.990   626,580.273   MT  0.99979721   +0 59 01.9
 KU2703
 KU2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2703!SPC NY L     -   0.99999714  x   0.99999519  =   0.99999233
 KU2703!UTM  18      -   0.99999714  x   0.99979721  =   0.99979435
 KU2703
 KU2703:                Primary Azimuth Mark                     Grid Az
 KU2703:SPC NY L     -  COLD SPRING HARBOR LH                    008 38 30.5
 KU2703:UTM  18      -  COLD SPRING HARBOR LH                    007 59 12.2
 KU2703
 KU2703|---------------------------------------------------------------------|
 KU2703| PID    Reference Object                     Distance      Geod. Az  |
 KU2703|                                                           dddmmss.s |
 KU2703| KU2697 COLD SPRING HARBOR LH               APPROX. 2.3 KM 0085814.1 |
 KU2703| CB6712 COOPERS BLUFF 3 RM 4                 16.296 METERS 34432     |
 KU2703| KU2744 COOPERS BLUFF 3                      24.448 METERS 35229     |
 KU2703|---------------------------------------------------------------------|
 KU2703
 KU2703                          SUPERSEDED SURVEY CONTROL
 KU2703
 KU2703  NAD 83(1996)-  40 53 38.07948(N)    073 29 50.43401(W) AD(       ) 1
 KU2703  NAD 83(1992)-  40 53 38.07933(N)    073 29 50.43297(W) AD(       ) 1
 KU2703  NAD 83(1986)-  40 53 38.08001(N)    073 29 50.43533(W) AD(       ) 1
 KU2703  NAD 27      -  40 53 37.72891(N)    073 29 51.99501(W) AD(       ) 1
 KU2703  NGVD 29 (07/19/86)   49.3    (m)          162.     (f) VERT ANG       
 KU2703
 KU2703.Superseded values are not recommended for survey control.
 KU2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2703.See file dsdata.txt to determine how the superseded data were derived.
 KU2703
 KU2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2658028067(NAD 83)
 KU2703_MARKER: DS = TRIANGULATION STATION DISK
 KU2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2703
 KU2703  HISTORY     - Date     Condition        Report By
 KU2703  HISTORY     - 1966     MONUMENTED       CGS
 KU2703  HISTORY     - 19920908 GOOD             USPSQD
 KU2703
 KU2703                          STATION DESCRIPTION
 KU2703
 KU2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU2703'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF HUNTINGTON,
 KU2703'2-1/4 MILES NORTHEAST OF OYSTER BAY, NEAR THE NORTHEAST POINT OF
 KU2703'COVE NECK, ON A HIGH BLUFF CALLED COOPERS BLUFF AND ON PROPERTY OF
 KU2703'MR. FREDERICK E. GUEST OF 1010 5TH AVENUE, NEW YORK CITY.
 KU2703'
 KU2703'TO REACH THE STATION FROM THE INTERSECTION OF EAST MAIN STREET AND
 KU2703'SOUTH STREET IN OYSTER BAY, GO EASTERLY ON EAST MAIN STREET
 KU2703'(COUNTY HIGHWAY 17) FOR 1.3 MILES TO A SIDE ROAD LEFT (COVE NECK
 KU2703'ROAD).  TURN LEFT AND GO NORTHEAST AND NORTH ON COVE NECK ROAD
 KU2703'(COUNTY HIGHWAY 50) FOR 1.0 MILE TO A FORK.  BEAR LEFT AS PER SIGN
 KU2703'ENTRANCE TO PRIVATE RESIDENCES NO OUTLET AND GO NORTH FOR 0.35
 KU2703'MILE TO A FORK.  BEAR RIGHT ON A PRIVATE ROAD MARKED DEAD END FOR
 KU2703'0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 KU2703'MAIN TRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 KU2703'AND GO EAST ON A NARROW MACADAM ROAD FOR 0.15 MILE TO A FORK.
 KU2703'BEAR LEFT, EAST FOR ABOUT 100 FEET TO A MACADAM DRIVEWAY ON THE
 KU2703'LEFT AND SMALL SIGN READING DOUGLAS LEIGH COOPERS BLUFF.  TURN
 KU2703'LEFT AND GO FOR 0.15 MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT
 KU2703'AHEAD ON THE MAIN TRAVELED ROAD FOR 0.2 MILE TO A FORK.  BEAR LEFT
 KU2703'UPHILL FOR 0.05 MILE TO A SMALL PARKING LOT TO MR. GUESTS HOME AND
 KU2703'THE STATION.
 KU2703'
 KU2703'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED COOPERS
 KU2703'BLUFF 3 NO 5 1955, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KU2703'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KU2703'GROUND.  IT IS 98.5 FEET WEST-NORTHWEST OF POWER LINE POLE NO. 104
 KU2703'E 6, 91 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 84.9 FEET
 KU2703'SOUTHWEST OF THE WEST EDGE OF THE HOUSE, 72 FEET WEST-SOUTHWEST OF
 KU2703'THE SOUTH EDGE OF A BRICK WALL AND 58 FEET WEST OF THE WEST EDGE
 KU2703'OF A PAVED PARKING LOT.
 KU2703'
 KU2703'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COOPERS BLUFF 3 NO 4
 KU2703'1955, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KU2703'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 86.2 FEET
 KU2703'WEST OF THE SOUTH CORNER OF THE HOUSE, 78.8 FEET WEST-NORTHWEST OF
 KU2703'THE SOUTH EDGE OF THE BRICK WALL, 52.1 FEET SOUTHWEST OF THE WEST SIDE
 KU2703'OF THE HOUSE AND 15.4 FEET SOUTH-SOUTHWEST OF THE WEST TRUNK OF A
 KU2703'TWIN TRUNKED BIRCH TREE.
 KU2703'
 KU2703'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 KU2703
 KU2703                          STATION RECOVERY (1992)
 KU2703
 KU2703'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0450 ***********************************************************************
 DI0450  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0450  DESIGNATION -  COOPERS PLAINS CORS ARP
 DI0450  CORS_ID     -  NYCP
 DI0450  PID         -  DI0450
 DI0450  STATE/COUNTY-  NY/STEUBEN
 DI0450  USGS QUAD   -  CAMPBELL (1978)
 DI0450
 DI0450                         *CURRENT SURVEY CONTROL
 DI0450  ___________________________________________________________________
 DI0450* NAD 83(CORS)-  42 11 16.44534(N)    077 08 36.32856(W)     ADJUSTED  
 DI0450* NAVD 88     -                                                        
 DI0450  ___________________________________________________________________
 DI0450  EPOCH DATE  -        2002.00
 DI0450  X           -   1,053,193.438 (meters)                     COMP
 DI0450  Y           -  -4,614,552.614 (meters)                     COMP
 DI0450  Z           -   4,261,277.669 (meters)                     COMP
 DI0450  ELLIP HEIGHT-         277.64  (meters)          (06/??/06) GPS OBS
 DI0450  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DI0450
 DI0450  HORZ ORDER  -  SPECIAL (CORS)
 DI0450  ELLP ORDER  -  SPECIAL (CORS)
 DI0450
 DI0450.ITRF positions are available for this station.
 DI0450.The coordinates were established by GPS observations
 DI0450.and adjusted by the National Geodetic Survey in June 2006..
 DI0450.The coordinates are valid at the epoch date displayed above.
 DI0450.The epoch date for horizontal control is a decimal equivalence
 DI0450.of Year/Month/Day.
 DI0450
 DI0450
 DI0450.The PID for the CORS L1 Phase Center is DI0451.
 DI0450
 DI0450.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0450
 DI0450.The ellipsoidal height was determined by GPS observations
 DI0450.and is referenced to NAD 83.
 DI0450
 DI0450.The geoid height was determined by GEOID03.
 DI0450
 DI0450;                    North         East     Units Scale Factor Converg.
 DI0450;SPC NY C     -   243,115.702   203,735.598   MT  0.99996383   -0 22 34.1
 DI0450;SPC NY C     -   797,622.10    668,422.54   sFT  0.99996383   -0 22 34.1
 DI0450
 DI0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0450!SPC NY C     -   0.99995646  x   0.99996383  =   0.99992029
 DI0450
 DI0450                          SUPERSEDED SURVEY CONTROL
 DI0450
 DI0450.No superseded survey control is available for this station.
 DI0450
 DI0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2300672863(NAD 83)
 DI0450_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0450
 DI0450                          STATION DESCRIPTION
 DI0450
 DI0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0450'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0450'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0450'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0450'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0450'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0451 ***********************************************************************
 DI0451  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0451  DESIGNATION -  COOPERS PLAINS CORS L1 PHASE CENTER
 DI0451  CORS_ID     -  NYCP
 DI0451  PID         -  DI0451
 DI0451  STATE/COUNTY-  NY/STEUBEN
 DI0451  USGS QUAD   -  CAMPBELL (1978)
 DI0451
 DI0451                         *CURRENT SURVEY CONTROL
 DI0451  ___________________________________________________________________
 DI0451* NAD 83(CORS)-  42 11 16.44542(N)    077 08 36.32850(W)     ADJUSTED  
 DI0451* NAVD 88     -                                                        
 DI0451  ___________________________________________________________________
 DI0451  EPOCH DATE  -        2002.00
 DI0451  X           -   1,053,193.455 (meters)                     COMP
 DI0451  Y           -  -4,614,552.684 (meters)                     COMP
 DI0451  Z           -   4,261,277.738 (meters)                     COMP
 DI0451  ELLIP HEIGHT-         277.74  (meters)          (06/??/06) GPS OBS
 DI0451  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DI0451
 DI0451  HORZ ORDER  -  SPECIAL (CORS)
 DI0451  ELLP ORDER  -  SPECIAL (CORS)
 DI0451
 DI0451.ITRF positions are available for this station.
 DI0451.The coordinates were established by GPS observations
 DI0451.and adjusted by the National Geodetic Survey in June 2006..
 DI0451.The coordinates are valid at the epoch date displayed above.
 DI0451.The epoch date for horizontal control is a decimal equivalence
 DI0451.of Year/Month/Day.
 DI0451
 DI0451
 DI0451.The PID for the CORS ARP is DI0450.
 DI0451
 DI0451.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0451
 DI0451.The ellipsoidal height was determined by GPS observations
 DI0451.and is referenced to NAD 83.
 DI0451
 DI0451.The geoid height was determined by GEOID03.
 DI0451
 DI0451;                    North         East     Units Scale Factor Converg.
 DI0451;SPC NY C     -   243,115.705   203,735.599   MT  0.99996383   -0 22 34.1
 DI0451;SPC NY C     -   797,622.11    668,422.54   sFT  0.99996383   -0 22 34.1
 DI0451
 DI0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0451!SPC NY C     -   0.99995644  x   0.99996383  =   0.99992027
 DI0451
 DI0451                          SUPERSEDED SURVEY CONTROL
 DI0451
 DI0451.No superseded survey control is available for this station.
 DI0451
 DI0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2300672863(NAD 83)
 DI0451_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0451
 DI0451                          STATION DESCRIPTION
 DI0451
 DI0451'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0451'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0451'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0451'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0451'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0451'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2103 ***********************************************************************
 NA2103  DESIGNATION -  COOPERSTOWN
 NA2103  PID         -  NA2103
 NA2103  STATE/COUNTY-  NY/OTSEGO
 NA2103  USGS QUAD   -  COOPERSTOWN (1994)
 NA2103
 NA2103                         *CURRENT SURVEY CONTROL
 NA2103  ___________________________________________________________________
 NA2103* NAD 83(1996)-  42 41 59.29806(N)    074 54 42.50103(W)     ADJUSTED  
 NA2103* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 NA2103  ___________________________________________________________________
 NA2103  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 NA2103  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 NA2103
 NA2103  HORZ ORDER  -  FIRST
 NA2103
 NA2103.The horizontal coordinates were established by classical geodetic methods
 NA2103.and adjusted by the National Geodetic Survey in January 1999..
 NA2103
 NA2103.The orthometric height was scaled from a topographic map.
 NA2103
 NA2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2103
 NA2103.The geoid height was determined by GEOID03.
 NA2103
 NA2103;                    North         East     Units Scale Factor Converg.
 NA2103;SPC NY E     -   429,408.898   116,261.296   MT  0.99991400   -0 16 45.4
 NA2103;SPC NY E     - 1,408,819.03    381,433.94   sFT  0.99991400   -0 16 45.4
 NA2103;UTM  18      - 4,727,483.301   507,223.457   MT  0.99960064   +0 03 35.3
 NA2103
 NA2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2103!SPC NY E     -   0.99992241  x   0.99991400  =   0.99983642
 NA2103!UTM  18      -   0.99992241  x   0.99960064  =   0.99952308
 NA2103
 NA2103|---------------------------------------------------------------------|
 NA2103| PID    Reference Object                     Distance      Geod. Az  |
 NA2103|                                                           dddmmss.s |
 NA2103| DE4529 COOPERSTOWN RM 1                     25.688 METERS 01655     |
 NA2103| DE4530 COOPERSTOWN RM 2                     22.200 METERS 11342     |
 NA2103| DE4528 COOPERSTOWN AZ MK                                  2441901.9 |
 NA2103| NA2104 COOPERSTOWN KNOX SCH GIRLS CUP      APPROX. 1.3 KM 2932609.8 |
 NA2103|---------------------------------------------------------------------|
 NA2103
 NA2103                          SUPERSEDED SURVEY CONTROL
 NA2103
 NA2103  NAD 83(1986)-  42 41 59.30213(N)    074 54 42.50184(W) AD(       ) 1
 NA2103  NAD 27      -  42 41 59.03700(N)    074 54 43.94200(W) AD(       ) 1
 NA2103
 NA2103.Superseded values are not recommended for survey control.
 NA2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2103.See file dsdata.txt to determine how the superseded data were derived.
 NA2103
 NA2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0722327483(NAD 83)
 NA2103_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2103
 NA2103  HISTORY     - Date     Condition        Report By
 NA2103  HISTORY     - 1940     MONUMENTED       CGS
 NA2103  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2103
 NA2103                          STATION DESCRIPTION
 NA2103
 NA2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2103'THE STATION IS ON THE SUMMIT AT THE SOUTH END OF THE RIDGE ALONG
 NA2103'THE EAST SIDE OF OTSEGO LAKE, ABOUT 3/4 MILE EAST OF THE CENTER
 NA2103'OF COOPERSTOWN ON PROPERTY OWNED BY THE EDWARD CLARK ESTATE.
 NA2103'
 NA2103'STATION MARK PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 NA2103'GROUND AND IS ABOUT 14 PACES EAST OF THE WEST SLOPE OF THE
 NA2103'RIDGE.  NOTES 1A AND 7A.
 NA2103'
 NA2103'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND CHESTNUT
 NA2103'STREETS IN COOPERSTOWN, GO EAST ON MAIN STREET 0.6 MILE TO A
 NA2103'Y-INTERSECTION, TAKE RIGHT FORK UP HILL AND GO 0.65 MILE TO A
 NA2103'POULTRY FARM ON THE LEFT AND A WOODS ROAD ON THE RIGHT.  TURN
 NA2103'RIGHT ON WOODS ROAD AND GO 0.2 MILE, HERE TURN RIGHT OFF ROAD
 NA2103'AND GO ABOUT 200 FEET TO THE HIGHEST POINT AT THE SOUTH END OF
 NA2103'THE RIDGE WHERE THE STATION IS LOCATED.
 NA2103'
 NA2103'HOSPITAL CUPOLA IS THE CUPOLA ON THE MAIN BUILDING OF THE
 NA2103'MARY EMOGENE BASSETT HOSPITAL ON RIVER STREET IN COOPERSTOWN.
 NA2103'
 NA2103'AZIMUTH MARK IS WEDGED IN A DRILL HOLE IN THE CURBING ON THE
 NA2103'WEST SIDE OF RIVER STREET 30 PACES NORTH OF THE INTERSECTION
 NA2103'OF MILLS AND RIVER STREETS IN COOPERSTOWN.
 NA2103'
 NA2103'CHURCH SPIRE IS THE SPIRE OF A LARGE WHITE CHURCH ON THE EASTERN
 NA2103'SIDE OF COOPERSTOWN.
 NA2103'
 NA2103'SCHOOL CUPOLA ON THE KNOX SCHOOL FOR GIRLS, LOCATED IN THE
 NA2103'NORTHERN EDGE OF COOPERSTOWN.  IT IS A LARGE RED-BRICK BUILDING
 NA2103'WITH A WHITE ROOF AND DOME-TYPE CUPOLA WITH A WHITE POST IN THE
 NA2103'CENTER AND A SPIKE ON THE TOP.
 NA2103'
 NA2103'ALL THE ABOVE OBJECTS, VISIBLE FROM THE GROUND, ARE GOOD AZIMUTH
 NA2103'MARKS, BUT SOME CLEARING IS NECESSARY TO ALL OF THEM.
 NA2103'
 NA2103'REFERENCE MARK NO. 1 IS 84.275 FEET NORTHEAST OF STATION, SAME
 NA2103'ELEVATION, AND PROTRUDES ABOUT 5 INCHES.  IT IS IN A
 NA2103'12- BY 12-INCH CONCRETE POST.  NOTE 11A.
 NA2103'
 NA2103'REFERENCE MARK NO. 2 IS 72.835 FEET SOUTHEAST OF STATION, SET
 NA2103'IN A 12- BY 12-INCH CONCRETE POST, PROTRUDING ABOUT 5 INCHES,
 NA2103'AND IS SAME ELEVATION AS STATION.  NOTE 11A.
 NA2103'
 NA2103'ALL MARKS ARE STANDARD DISKS STAMPED COOPERSTOWN 1940.  AN
 NA2103'UNDERGROUND MARK WAS SET.
 NA2103'
 NA2103'A WHITE POST WAS SET AT THE STATION MARK.
 NA2103'
 NA2103'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NA2103
 NA2103                          STATION RECOVERY (1975)
 NA2103
 NA2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2103'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2103'CONDITION.  AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 NA2103'DESTROYED.  THE STREET HAS BEEN CHANGED CONSIDERABLY IN THE
 NA2103'VICINITY WHERE IT WAS LOCATED.  VIEW FROM STATION IS COMPLETELY
 NA2103'BLOCKED BY TREES.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE
 NA2103'NOT CHECKED.
 NA2103'
 NA2103'STATION MARK IS A STANDARD DISK STAMPED COOPERSTOWN 1940, SET
 NA2103'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 12 INCHES
 NA2103'FROM GROUND.  IT IS ON THE SUMMIT OF THE WOODED HILL, 15 FEET
 NA2103'EAST-NORTHEAST OF A BLAZED 14-INCH OAK AND 10 FEET SOUTHEAST OF
 NA2103'A BLAZED 12-INCH OAK.
 NA2103'
 NA2103'RM NO. 1 IS A STANDARD DISK STAMPED COOPERSTOWN 1940, SET IN
 NA2103'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 5
 NA2103'INCHES FROM GROUND.  IT IS 10 FEET SOUTHEAST OF A 10-INCH PINE
 NA2103'AND 9 FEET WEST-SOUTHWEST OF A 12-INCH PINE, AND AT SAME
 NA2103'ELEVATION AS STATION MARK.
 NA2103'
 NA2103'RM NO. 2 IS A STANDARD DISK STAMPED COOPERSTOWN 1942, SET IN
 NA2103'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES
 NA2103'FROM GROUND.  IT IS 55 FEET EAST OF BREAK OF EDGE OF HILL AND
 NA2103'AT SAME ELEVATION AS STATION MARK.
 NA2103'
 NA2103'TO REACH STATION FROM THE POST OFFICE IN COOPERSTOWN, GO EAST
 NA2103'ON MAIN ST. FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK UPHILL AND
 NA2103'GO 0.65 MILE TO A LOCKED METAL GATE ON RIGHT.  PASS THROUGH GATE
 NA2103'AND FOLLOW WOODS ROAD SOUTHERLY ABOUT 0.2 MILE TO STATION ON
 NA2103'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2104 ***********************************************************************
 NA2104  DESIGNATION -  COOPERSTOWN KNOX SCH GIRLS CUP
 NA2104  PID         -  NA2104
 NA2104  STATE/COUNTY-  NY/OTSEGO
 NA2104  USGS QUAD   -  COOPERSTOWN (1994)
 NA2104
 NA2104                         *CURRENT SURVEY CONTROL
 NA2104  ___________________________________________________________________
 NA2104* NAD 83(1996)-  42 42 16.29732(N)    074 55 35.68237(W)     ADJUSTED  
 NA2104* NAVD 88     -                                                        
 NA2104  ___________________________________________________________________
 NA2104  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 NA2104  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 NA2104
 NA2104  HORZ ORDER  -  THIRD
 NA2104
 NA2104.The horizontal coordinates were established by classical geodetic methods
 NA2104.and adjusted by the National Geodetic Survey in January 1999..
 NA2104
 NA2104
 NA2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2104
 NA2104.The geoid height was determined by GEOID03.
 NA2104
 NA2104;                    North         East     Units Scale Factor Converg.
 NA2104;SPC NY E     -   429,939.406   115,053.644   MT  0.99991502   -0 17 21.5
 NA2104;SPC NY E     - 1,410,559.53    377,471.83   sFT  0.99991502   -0 17 21.5
 NA2104;UTM  18      - 4,728,006.488   506,013.066   MT  0.99960044   +0 02 59.3
 NA2104
 NA2104                          SUPERSEDED SURVEY CONTROL
 NA2104
 NA2104  NAD 83(1986)-  42 42 16.30165(N)    074 55 35.68357(W) AD(       ) 4
 NA2104  NAD 27      -  42 42 16.04000(N)    074 55 37.13000(W) AD(       ) 3
 NA2104
 NA2104.Superseded values are not recommended for survey control.
 NA2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2104.See file dsdata.txt to determine how the superseded data were derived.
 NA2104
 NA2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0601328006(NAD 83)
 NA2104
 NA2104  HISTORY     - Date     Condition        Report By
 NA2104  HISTORY     - 1940     MONUMENTED       CGS
 NA2104
 NA2104                          STATION DESCRIPTION
 NA2104
 NA2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2104'THE KNOX SCHOOL FOR GIRLS IS A LARGE RED-BRICK BUILDING WITH A
 NA2104'WHITE ROOF AND A DOME-SHAPED CUPOLA.  THE SCHOOL IS LOCATED IN
 NA2104'THE NORTHERN PART OF COOPERSTOWN.  THE STATION IS A POST ON TOP
 NA2104'OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9625 ***********************************************************************
 AA9625  DESIGNATION -  COOR
 AA9625  PID         -  AA9625
 AA9625  STATE/COUNTY-  NY/NASSAU
 AA9625  USGS QUAD   -  BAYVILLE (1975)
 AA9625
 AA9625                         *CURRENT SURVEY CONTROL
 AA9625  ___________________________________________________________________
 AA9625* NAD 83(1996)-  40 54 43.40571(N)    073 32 05.38499(W)     ADJUSTED  
 AA9625* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 AA9625  ___________________________________________________________________
 AA9625  X           -   1,368,120.704 (meters)                     COMP
 AA9625  Y           -  -4,629,029.355 (meters)                     COMP
 AA9625  Z           -   4,155,030.410 (meters)                     COMP
 AA9625  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 AA9625  ELLIP HEIGHT-         -26.17  (meters)          (12/03/02) GPS OBS
 AA9625  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AA9625
 AA9625  HORZ ORDER  -  THIRD
 AA9625  ELLP ORDER  -  FIFTH     CLASS I
 AA9625
 AA9625.The horizontal coordinates were established by GPS observations
 AA9625.and adjusted by the National Geodetic Survey in January 1999..
 AA9625
 AA9625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9625
 AA9625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9625
 AA9625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9625
 AA9625.The ellipsoidal height was determined by GPS observations
 AA9625.and is referenced to NAD 83.
 AA9625
 AA9625.The geoid height was determined by GEOID03.
 AA9625
 AA9625;                    North         East     Units Scale Factor Converg.
 AA9625;SPC NY L     -    82,877.319   339,188.846   MT  0.99999548   +0 18 15.3
 AA9625;SPC NY L     -   271,906.67  1,112,822.07   sFT  0.99999548   +0 18 15.3
 AA9625;UTM  18      - 4,530,027.970   623,388.689   MT  0.99978739   +0 57 34.8
 AA9625
 AA9625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9625!SPC NY L     -   1.00000411  x   0.99999548  =   0.99999959
 AA9625!UTM  18      -   1.00000411  x   0.99978739  =   0.99979149
 AA9625
 AA9625                          SUPERSEDED SURVEY CONTROL
 AA9625
 AA9625  ELLIP H (01/11/99)  -26.12   (m)                       GP(       ) 4 1
 AA9625  NAD 83(1996)-  40 54 43.40825(N)    073 32 05.38416(W) AD(       ) 3
 AA9625  NAD 83(1986)-  40 54 43.40866(N)    073 32 05.38587(W) AD(       ) 3
 AA9625  NGVD 29 (09/19/96)    4.9    (m)           16.     (f) GPS OBS        
 AA9625
 AA9625.Superseded values are not recommended for survey control.
 AA9625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9625.See file dsdata.txt to determine how the superseded data were derived.
 AA9625
 AA9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2338930028(NAD 83)
 AA9625_MARKER: DD = SURVEY DISK
 AA9625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9625_STAMPING: COOR 1990
 AA9625_MARK LOGO: NOS   
 AA9625_PROJECTION: FLUSH
 AA9625_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9625+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9625_ROD/PIPE-DEPTH: 1.07 meters
 AA9625
 AA9625  HISTORY     - Date     Condition        Report By
 AA9625  HISTORY     - 1990     MONUMENTED       NOS
 AA9625
 AA9625                          STATION DESCRIPTION
 AA9625
 AA9625'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9625'STATION IS LOCATED ON LONG ISLAND, NEW YORK, ALONG THE SOUTH SHORE OF
 AA9625'LONG ISLAND SOUND ABOUT 2 NAUTICAL MILES NORTH OF THE TOWN OF OYSTER
 AA9625'BAY AND ON THE EAST EDGE OF THE VILLAGE OF BAYVILLE BETWEEN OAK NECK
 AA9625'AND CENTRE ISLAND ON A SAND RIDGE NEAR THE WEST LIMITS OF A PUBLIC
 AA9625'BEACH.  TO REACH THE STATION FROM THE CENTER SPAN OF THE DRAWBRIDGE
 AA9625'OVER MILL NECK CREEK JUST SOUTH OF THE VILLAGE OF BAYVILLE, TAKE
 AA9625'LUDLAM AVENUE NORTH FOR 0.5 KM (0.30 MI) TO THE INTERSECTION WITH
 AA9625'BAYVILLE AVENUE, TURN RIGHT ON BAYVILLE AVENUE AND PROCEED IN A
 AA9625'NORTHEASTERLY DIRECTION FOR 1.6 KM (1.00 MI) TO A GATE ON THE LEFT AT
 AA9625'THE ENTRANCE TO A PUBLIC BEACH AND A BRICK BUILDING HOUSING A FIRST
 AA9625'AID STATION AND PUBLIC RESTROOMS.  FROM THE BRICK BUILDING WALK
 AA9625'SOUTHWEST ALONG THE BEACH FOR ABOUT 140 METERS (459.3 FT) TO THE
 AA9625'STATION ATOP A SAND RIDGE JUST WEST OF A SMALL STAND OF LOW BRUSHY
 AA9625'TREES.  THE STATION MARK IS AN NOS ALUMINUM DISK STAMPED ---COOR
 AA9625'1990--- CRIMPED TO THE TOP OF AN ALUMINUM ROD WHICH IS DRIVEN INTO THE
 AA9625'SAND AND SURROUNDED BY A MASS OF CONCRETE.  THE DISK PROJECTS 0.03 M
 AA9625'(0.10 FT) ABOVE GROUND LEVEL.  IT IS ABOUT 140 M (459.3 FT) SOUTHWEST
 AA9625'OF BRICK BUILDING, 44.65 M (146.49 FT) NORTH-NORTHEAST OF A DISUSED
 AA9625'GATE IN A CHAINLINK FENCE BORDERING THE ROAD, 16.5 M (54.1 FT)
 AA9625'SOUTH-SOUTHEAST OF THE APPARENT HIGH WATER LINE, 5.9 M (19.4 FT)
 AA9625'SOUTHEAST OF A METAL FENCEPOST WITH A WITNESS SIGN ATTACHED, 3.5 M
 AA9625'(11.5 FT) SOUTHEAST OF THE SEAWARD EDGE OF THE SAND RIDGE AND 0.90 M
 AA9625'(2.95 FT) NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST DRIVEN INTO
 AA9625'THE SAND.  THE STATION WAS POSITIONED BY GPS OBSERVATIONS.  DESCRIBED
 AA9625'BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1993 ***********************************************************************
 OE1993  DESIGNATION -  COPENHAGEN
 OE1993  PID         -  OE1993
 OE1993  STATE/COUNTY-  NY/LEWIS
 OE1993  USGS QUAD   -  NEW BOSTON (1980)
 OE1993
 OE1993                         *CURRENT SURVEY CONTROL
 OE1993  ___________________________________________________________________
 OE1993* NAD 83(1996)-  43 51 29.96477(N)    075 39 44.09385(W)     ADJUSTED  
 OE1993* NAVD 88     -       437.9    (meters)    1437.     (feet)  VERTCON   
 OE1993  ___________________________________________________________________
 OE1993  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 OE1993  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 OE1993
 OE1993  HORZ ORDER  -  FIRST
 OE1993
 OE1993.The horizontal coordinates were established by classical geodetic methods
 OE1993.and adjusted by the National Geodetic Survey in January 1999..
 OE1993
 OE1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1993
 OE1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1993
 OE1993.The geoid height was determined by GEOID03.
 OE1993
 OE1993;                    North         East     Units Scale Factor Converg.
 OE1993;SPC NY C     -   428,937.178   324,047.797   MT  1.00000492   +0 38 17.6
 OE1993;SPC NY C     - 1,407,271.39  1,063,146.81   sFT  1.00000492   +0 38 17.6
 OE1993;UTM  18      - 4,856,350.463   446,778.602   MT  0.99963484   -0 27 31.9
 OE1993
 OE1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1993!SPC NY C     -   0.99993643  x   1.00000492  =   0.99994135
 OE1993!UTM  18      -   0.99993643  x   0.99963484  =   0.99957129
 OE1993
 OE1993|---------------------------------------------------------------------|
 OE1993| PID    Reference Object                     Distance      Geod. Az  |
 OE1993|                                                           dddmmss.s |
 OE1993| DE4532 COPENHAGEN RM 1                      17.049 METERS 14652     |
 OE1993| DE4533 COPENHAGEN RM 2                      23.415 METERS 27330     |
 OE1993| DE4531 COPENHAGEN AZ MK                                   3305807.0 |
 OE1993|---------------------------------------------------------------------|
 OE1993
 OE1993                          SUPERSEDED SURVEY CONTROL
 OE1993
 OE1993  NAD 83(1986)-  43 51 29.97066(N)    075 39 44.09089(W) AD(       ) 1
 OE1993  NAD 27      -  43 51 29.72300(N)    075 39 45.40200(W) AD(       ) 1
 OE1993  NGVD 29 (07/19/86)  438.0    (m)         1437.     (f) VERT ANG       
 OE1993
 OE1993.Superseded values are not recommended for survey control.
 OE1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1993.See file dsdata.txt to determine how the superseded data were derived.
 OE1993
 OE1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP4677956350(NAD 83)
 OE1993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1993
 OE1993  HISTORY     - Date     Condition        Report By
 OE1993  HISTORY     - 1942     MONUMENTED       CGS
 OE1993  HISTORY     - 1972     SEE DESCRIPTION  SELLS
 OE1993  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1993
 OE1993                          STATION DESCRIPTION
 OE1993
 OE1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1993'STATION IS ABOUT 2.5 MILES S OF THE TOWN OF COPENHAGEN, ON A
 OE1993'BARE HILL AT THE N END OF A RIDGE AND ON THE FENTON PROPERTY.  IT
 OE1993'IS ABOUT 73 FEET SE OF THE VERY HIGHEST POINT OF THE HILL AND 6
 OE1993'FEET NW OF A WHITE REFERENCE POST.  IT IS STAMPED COPENHAGEN
 OE1993'1942 AND PROJECTS 8 INCHES.
 OE1993'
 OE1993'SURFACE, UNDERGROUND, REFERENCE MARK NO.2 AND AZIMUTH MARKS ARE
 OE1993'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1993'
 OE1993'REFERENCE MARK NO.1 IS SE OF THE STATION AND 30 FEET W OF THE
 OE1993'TOP OF THE RIDGE.  IT IS STAMPED COPENHAGEN NO.1 1942 AND IS A
 OE1993'BRONZE DISK SET IN A DRILL HOLE IN A SMALL BOULDER WHICH
 OE1993'PROJECTS ABOUT 4 INCHES.
 OE1993'
 OE1993'REFERENCE MARK NO.2 IS W OF THE STATION AND IS 30 FEET SE OF
 OE1993'THE HIGHEST POINT OF THE HILL.  IT IS STAMPED COPENHAGEN NO.2
 OE1993'1942 AND PROJECTS 8 INCHES.
 OE1993'
 OE1993'THE AZIMUTH MARK IS ABOUT 0.4 MILE NW BY N OF THE STATION,
 OE1993'20 FEET W OF THE CENTER LINE OF THE ROAD TO THE STATION, 3 FEET
 OE1993'SW OF A WHITE REFERENCE POST AND 1 FOOT W OF THE RIGHT-OF-WAY
 OE1993'FENCE.  IT IS STAMPED COPENHAGEN 1942 AND PROJECTS 6 INCHES.
 OE1993'
 OE1993'TO REACH FROM THE COPENHAGEN POST OFFICE, GO S ON NEW YORK
 OE1993'HIGHWAY 12 FOR 0.3 MILE AND TURN RIGHT, W, OFF THE HIGHWAY.  GO
 OE1993'1.65 MILES AND TURN LEFT OFF THE MAIN-TRAVELED ROAD.  GO
 OE1993'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT, W SIDE OF THE
 OE1993'ROAD.  CONTINUE S FOR 0.4 MILE AND TURN RIGHT, W ON A TRACK
 OE1993'ROAD INTO A FIELD.  GO 0.1 MILE AND TURN LEFT THROUGH A BOARD
 OE1993'GATE.  GO AROUND THE FOOT OF THE HILL FOR ABOUT 125 YARDS AND
 OE1993'TURN LEFT OFF THE TRACK ROAD.  FOLLOW DIM TRACKS UP THE HILL
 OE1993'TO ITS SUMMIT AND THE STATION.
 OE1993'
 OE1993'A 77-FOOT SIGNAL AT NEW BOSTON IS VISIBLE FROM THE GROUND.  AN
 OE1993'87-FOOT SIGNAL AT MT. TOM IS VISIBLE AT 50 FEET.  A 90-FOOT
 OE1993'SIGNAL AT BEACH HILL IS VISIBLE AT 50 FEET.  A 77-FOOT SIGNAL
 OE1993'AT FLAT ROCK IS VISIBLE AT 77 FEET.  A 90-FOOT SIGNAL AT BARNES
 OE1993'IS VISIBLE AT 37 FEET.
 OE1993'
 OE1993'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1993
 OE1993                          STATION RECOVERY (1972)
 OE1993
 OE1993'RECOVERY NOTE BY SELLS INC CONS ENG 1972
 OE1993'STATION WAS RECOVERED IN GOOD CONDITION BUT THE VISIBILITY IS
 OE1993'POOR (VERY WOODED).  R.M. NOS. 1 AND 2 WERE RECOVERED IN
 OE1993'GOOD CONDITION.
 OE1993'
 OE1993'THE DESCRIPTION IS ADEQUATE, BUT THE NAMES OF ROADS WOULD BE
 OE1993'HELPFUL.  TO REACH IT FROM THE POST OFFICE, GO WEST ON ROUTE
 OE1993'12 FOR 0.3 MILE, THENCE RIGHT ON ROUTE 17, OR BATTLE ROAD, FOR
 OE1993'1.65 MILES, THEN LEFT ON HUMPHREY ROAD (DIRT).  DID NOT FIND
 OE1993'AZIMUTH MARK.  AND DIM ROAD TO POINT IS ALL OVERGROWN, BUT YOU
 OE1993'CAN STILL TRACE IT TO STATION.
 OE1993
 OE1993                          STATION RECOVERY (1974)
 OE1993
 OE1993'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1993'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES TO
 OE1993'RMS AND AZ. MARK WERE NOT CHECKED.  TREES 16 FEET HIGH BLOCK MOST
 OE1993'OF THE VIEW, WITH ONLY NARROW ARCS TO SW AND NW OPEN.  AZIMUTH
 OE1993'MARK IS VISIBLE FROM STATION.
 OE1993'
 OE1993'STATION MARK IS A STANDARD DISK STAMPED COPENHAGEN 1942, SET
 OE1993'IN A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 7 INCHES.  IT IS
 OE1993'65 FEET NE FROM HIGHEST POINT OF HILL AND 13 FEET NE OF A
 OE1993'METAL WITNESS SIGN NAILED ONTO A THORN TREE.
 OE1993'
 OE1993'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 OE1993'COPENHAGEN NO 1 1942, CEMENTED IN A DRILL HOLE IN A 2-FOOT
 OE1993'BOULDER PROJECTING 8 INCHES, AND IS 3 FEET LOWER THAN STATION MARK.
 OE1993'
 OE1993'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 OE1993'COPENHAGEN NO 2 1942, SET IN A 12-INCH-SQUARE, CONCRETE MONUMENT
 OE1993'PROJECTING 7 INCHES, AND AT SAME ELEVATION AS STATION MARK.
 OE1993'
 OE1993'AZIMUTH MARK IS A STANDARD DISK STAMPED COPENHAGEN 1942, SET
 OE1993'IN A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 7 INCHES.  IT IS
 OE1993'20 FEET SW OF CENTER LINE OF ROAD, 1.4 FEET SW OF FENCE, 3 FEET
 OE1993'S OF OLD WITNESS POST, AND 11 FEET NW OF METAL WITNESS SIGN
 OE1993'NAILED ONTO A TREE.
 OE1993'
 OE1993'TO REACH STATION FROM COPENHAGEN, GO SOUTH ON THE BELLWOOD
 OE1993'RD. FOR 2.0 MILES.  TAKE LEFT FORK, HUMPHREY RD., AND FOLLOW
 OE1993'NARROW GRAVEL ROAD SE FOR 0.4 MILE TO AZ. MARK ON RIGHT.  CONTINUE
 OE1993'AHEAD FOR 0.3 MILE SE END OF A FIELD.  WALK SOUTHERLY UP
 OE1993'THROUGH TIMBER ABOUT 750 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2499 ***********************************************************************
 KU2499  DESIGNATION -  COPIAGUE WATER TANK
 KU2499  PID         -  KU2499
 KU2499  STATE/COUNTY-  NY/SUFFOLK
 KU2499  USGS QUAD   -  AMITYVILLE (1979)
 KU2499
 KU2499                         *CURRENT SURVEY CONTROL
 KU2499  ___________________________________________________________________
 KU2499* NAD 83(1996)-  40 40 50.65795(N)    073 23 23.01823(W)     ADJUSTED  
 KU2499* NAVD 88     -                                                        
 KU2499  ___________________________________________________________________
 KU2499  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 KU2499  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU2499
 KU2499  HORZ ORDER  -  THIRD
 KU2499
 KU2499.The horizontal coordinates were established by classical geodetic methods
 KU2499.and adjusted by the National Geodetic Survey in January 1999..
 KU2499
 KU2499
 KU2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2499
 KU2499.The geoid height was determined by GEOID03.
 KU2499
 KU2499;                    North         East     Units Scale Factor Converg.
 KU2499;SPC NY L     -    57,265.135   351,591.906   MT  0.99999925   +0 23 57.0
 KU2499;SPC NY L     -   187,877.36  1,153,514.44   sFT  0.99999925   +0 23 57.0
 KU2499;UTM  18      - 4,504,563.630   636,080.485   MT  0.99982793   +1 02 59.3
 KU2499
 KU2499                          SUPERSEDED SURVEY CONTROL
 KU2499
 KU2499  NAD 83(1996)-  40 40 50.66099(N)    073 23 23.01713(W) AD(       ) 4
 KU2499  NAD 83(1992)-  40 40 50.66068(N)    073 23 23.01693(W) AD(       ) 4
 KU2499  NAD 83(1986)-  40 40 50.66182(N)    073 23 23.01732(W) AD(       ) 4
 KU2499  NAD 27      -  40 40 50.30329(N)    073 23 24.57333(W) AD(       ) 3
 KU2499
 KU2499.Superseded values are not recommended for survey control.
 KU2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2499.See file dsdata.txt to determine how the superseded data were derived.
 KU2499
 KU2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3608004564(NAD 83)
 KU2499_MARKER: 53 = ELEVATED TANK
 KU2499
 KU2499  HISTORY     - Date     Condition        Report By
 KU2499  HISTORY     - 1962     FIRST OBSERVED   CGS
 KU2499  HISTORY     - 1965     GOOD             CGS
 KU2499  HISTORY     - 1975     GOOD             NGS
 KU2499  HISTORY     - 1984     GOOD             USPSQD
 KU2499  HISTORY     - 20020805 GOOD             USPSQD
 KU2499  HISTORY     - 20050806 GOOD             USPSQD
 KU2499
 KU2499                          STATION DESCRIPTION
 KU2499
 KU2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2499'AN OVAL SHAPED TANK, PAINTED ALTERNATE RED AND WHITE.  IT IS
 KU2499'SUPPORTED BY AN 8-LEGGED STEEL STRUCTURE.  THE OVER-ALL HEIGHT IS
 KU2499'155 FEET.
 KU2499'
 KU2499'THE STATION IS LOCATED IN COPIAGUE AND IS BOUNDED BY STRONG AVE.
 KU2499'ON THE EAST, LAMBERT AVE. ON THE NORTH, GARFIELD AVE. ON THE WEST
 KU2499'AND CHATTIC AVE. ON THE SOUTH.
 KU2499'
 KU2499'THE POINT INTERSECTED WAS THE LIGHT AT THE TOP CENTER.
 KU2499
 KU2499                          STATION RECOVERY (1965)
 KU2499
 KU2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU2499'THE STATION WAS RECOVERED AS DESCRIBED BY E.L.H. 1962, EXCEPT NOW
 KU2499'THE TANK IS TWO TONE WHITE AND BROWN AND THE 8 LEGS ARE GREY IN
 KU2499'COLOR.  THE TANK IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY.
 KU2499'THE POINT INTERSECTED WAS THE LIGHT AT THE TOP CENTER.
 KU2499
 KU2499                          STATION RECOVERY (1975)
 KU2499
 KU2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EP)
 KU2499'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KU2499'DESCRIBED.
 KU2499'
 KU2499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT COPIAGUE.
 KU2499
 KU2499                          STATION RECOVERY (1984)
 KU2499
 KU2499'RECOVERY NOTE BY US POWER SQUADRON 1984 (JK)
 KU2499'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU2499
 KU2499                          STATION RECOVERY (2002)
 KU2499
 KU2499'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU2499'RECOVERED IN GOOD CONDITION.
 KU2499
 KU2499                          STATION RECOVERY (2005)
 KU2499
 KU2499'RECOVERY NOTE BY US POWER SQUADRON 2005 (JK)
 KU2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4568 ***********************************************************************
 LX4568  DESIGNATION -  COPPER
 LX4568  PID         -  LX4568
 LX4568  STATE/COUNTY-  NY/ULSTER
 LX4568  USGS QUAD   -  HYDE PARK (1997)
 LX4568
 LX4568                         *CURRENT SURVEY CONTROL
 LX4568  ___________________________________________________________________
 LX4568* NAD 83(1996)-  41 49 02.34902(N)    073 57 13.53987(W)     ADJUSTED  
 LX4568* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4568  ___________________________________________________________________
 LX4568  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LX4568  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LX4568
 LX4568  HORZ ORDER  -  THIRD
 LX4568
 LX4568.The horizontal coordinates were established by classical geodetic methods
 LX4568.and adjusted by the National Geodetic Survey in January 1999..
 LX4568
 LX4568.The orthometric height was scaled from a topographic map.
 LX4568
 LX4568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4568
 LX4568.The geoid height was determined by GEOID03.
 LX4568
 LX4568;                    North         East     Units Scale Factor Converg.
 LX4568;SPC NY E     -   331,455.678   195,381.060   MT  0.99992533   +0 21 51.2
 LX4568;SPC NY E     - 1,087,450.84    641,012.69   sFT  0.99992533   +0 21 51.2
 LX4568;UTM  18      - 4,630,022.719   586,894.948   MT  0.99969291   +0 41 51.5
 LX4568
 LX4568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4568!SPC NY E     -   1.00000455  x   0.99992533  =   0.99992988
 LX4568!UTM  18      -   1.00000455  x   0.99969291  =   0.99969746
 LX4568
 LX4568|---------------------------------------------------------------------|
 LX4568| PID    Reference Object                     Distance      Geod. Az  |
 LX4568|                                                           dddmmss.s |
 LX4568| CB3879 COPPER RM 2                           4.450 METERS 27420     |
 LX4568| CB3878 COPPER RM 1                           2.300 METERS 34338     |
 LX4568|---------------------------------------------------------------------|
 LX4568
 LX4568                          SUPERSEDED SURVEY CONTROL
 LX4568
 LX4568  NAD 83(1986)-  41 49 02.35077(N)    073 57 13.53985(W) AD(       ) 3
 LX4568  NAD 27      -  41 49 02.02100(N)    073 57 15.04800(W) AD(       ) 3
 LX4568
 LX4568.Superseded values are not recommended for survey control.
 LX4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4568.See file dsdata.txt to determine how the superseded data were derived.
 LX4568
 LX4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8689530023(NAD 83)
 LX4568_MARKER: Z = SEE DESCRIPTION
 LX4568_SETTING: 0 = UNSPECIFIED SETTING
 LX4568
 LX4568  HISTORY     - Date     Condition        Report By
 LX4568  HISTORY     - 1933     MONUMENTED       CGS
 LX4568  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4568
 LX4568                          STATION DESCRIPTION
 LX4568
 LX4568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4568'THIS STATION IS LOCATED ON THE W BANK OF THE HUDSON RIVER ABOUT
 LX4568'1/4 MILE S OF THE S END OF ESOPUS ISLAND, ON A BROKEN SHALE BEACH
 LX4568'ON A LARGE FLAT SLOPING ROCK JUST ABOVE THE HIGH-WATER LINE AND
 LX4568'17.5 METERS N OF THE S END OF THE SHALE BEACH AND A RUGGED ROCKY
 LX4568'POINT OF LAND WHICH IS THE FARTHEST S POINT THAT SEE THE SHORE
 LX4568'LINE NEAR TRIANGULATION STATION INDIAN ROCK.  A LARGE WHITE
 LX4568'HOUSE ON THE E SIDE OF THE RIVER SHOWS ABOUT 20 METERS S OF THE
 LX4568'S END OF ESOPUS ISLAND FROM THIS STATION.  THE STATION IS MARKED
 LX4568'BY A STANDARD DISK CEMENTED IN THE TOP OF THE ROCK SO THAT
 LX4568'IT IS ABOUT 5 FEET ABOVE THE LEVEL OF THE WATER.  REFERENCE MARK
 LX4568'1 IS A STANDARD DISK CEMENTED IN A ROCK NEAR THE BEACH
 LX4568'LEVEL WHILE REFERENCE MARK 2 IS A SIMILAR DISK IN THE TOP
 LX4568'OF A ROCK TO THE W OF THE STATION AND ABOUT 6 FEET HIGHER
 LX4568'THAN THE ELEVATION OF THE STATION.  THE STATION IS 2.0 METERS
 LX4568'W OF THE HIGH-WATER LINE AND IS 17.5 METERS N OF THE ROCKY
 LX4568'POINT OF LAND TO THE S.
 LX4568'
 LX4568'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4568
 LX4568                          STATION RECOVERY (1975)
 LX4568
 LX4568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4568'ALL MARKS HAVE BEEN LOST DUE TO EROSION OF THE SHORES BY ACTION
 LX4568'OF RIVER CURRENTS.
 LX4568'
 LX4568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4568'1 MILE SE OF ESOPUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0431 ***********************************************************************
 OE0431  DESIGNATION -  COPPER BOLT
 OE0431  PID         -  OE0431
 OE0431  STATE/COUNTY-  NY/HAMILTON
 OE0431  USGS QUAD   -  
 OE0431
 OE0431                         *CURRENT SURVEY CONTROL
 OE0431  ___________________________________________________________________
 OE0431* NAD 83(1986)-  43 23 26.     (N)    074 46 07.     (W)     SCALED    
 OE0431* NAVD 88     -       582.089  (meters)    1909.74   (feet)  ADJUSTED  
 OE0431  ___________________________________________________________________
 OE0431  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 OE0431  DYNAMIC HT  -         581.922 (meters)    1909.19  (feet)  COMP
 OE0431  MODELED GRAV-     980,314.3   (mgal)                       NAVD 88
 OE0431
 OE0431  VERT ORDER  -  SECOND    CLASS 0
 OE0431
 OE0431.The horizontal coordinates were scaled from a topographic map and have
 OE0431.an estimated accuracy of +/- 6 seconds.
 OE0431
 OE0431.The orthometric height was determined by differential leveling
 OE0431.and adjusted by the National Geodetic Survey in June 1991..
 OE0431
 OE0431.The geoid height was determined by GEOID03.
 OE0431
 OE0431.The dynamic height is computed by dividing the NAVD 88
 OE0431.geopotential number by the normal gravity value computed on the
 OE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0431.degrees latitude (g = 980.6199 gals.).
 OE0431
 OE0431.The modeled gravity was interpolated from observed gravity values.
 OE0431
 OE0431;                    North         East    Units  Estimated Accuracy
 OE0431;SPC NY E     -   506,090.      128,240.      MT  (+/- 180 meters Scaled)
 OE0431
 OE0431                          SUPERSEDED SURVEY CONTROL
 OE0431
 OE0431  NGVD 29 (??/??/92)  582.187  (m)         1910.06   (f) ADJ UNCH    2 0
 OE0431
 OE0431.Superseded values are not recommended for survey control.
 OE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0431.See file dsdata.txt to determine how the superseded data were derived.
 OE0431
 OE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP187042(NAD 83)
 OE0431_MARKER: B = BOLT
 OE0431_SETTING: 80 = SET IN A BOULDER
 OE0431_SP_SET: BOULDER
 OE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0431+STABILITY: SURFACE MOTION
 OE0431
 OE0431  HISTORY     - Date     Condition        Report By
 OE0431  HISTORY     - UNK      MONUMENTED       USGS
 OE0431  HISTORY     - 1935     GOOD             NGS
 OE0431  HISTORY     - 1976     MARK NOT FOUND   NGS
 OE0431
 OE0431                          STATION DESCRIPTION
 OE0431
 OE0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OE0431'IN MOREHOUSEVILLE.
 OE0431'IS LOCATED 425 FEET EAST OF EAST FACE OF SCHOOLHOUSE AT
 OE0431'MOREHOUSEVILLE.  20 FEET SOUTH OF CENTERLINE OF STATE ROAD NO. 8.
 OE0431'COPPER BOLT SET IN CENTER OF A LARGE FLAT BOULDER.
 OE0431
 OE0431                          STATION RECOVERY (1976)
 OE0431
 OE0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0212 ***********************************************************************
 OG0212  DESIGNATION -  COPPER BOLT
 OG0212  PID         -  OG0212
 OG0212  STATE/COUNTY-  NY/NIAGARA
 OG0212  USGS QUAD   -  
 OG0212
 OG0212                         *CURRENT SURVEY CONTROL
 OG0212  ___________________________________________________________________
 OG0212* NAD 83(1986)-  43 04 49.     (N)    079 01 03.     (W)     SCALED    
 OG0212* NAVD 88     -       172.63   (+/-2cm)     566.4    (feet)  VERTCON   
 OG0212  ___________________________________________________________________
 OG0212  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OG0212
 OG0212  VERT ORDER  -  ? (See Below)
 OG0212
 OG0212.The horizontal coordinates were scaled from a topographic map and have
 OG0212.an estimated accuracy of +/- 6 seconds.
 OG0212
 OG0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0212.The vertical order pertains to the NGVD 29 superseded value.
 OG0212
 OG0212.The geoid height was determined by GEOID03.
 OG0212
 OG0212;                    North         East    Units  Estimated Accuracy
 OG0212;SPC NY W     -   342,180.      314,650.      MT  (+/- 180 meters Scaled)
 OG0212
 OG0212                          SUPERSEDED SURVEY CONTROL
 OG0212
 OG0212  NGVD 29 (??/??/92)  172.798  (m)          566.92   (f) ADJ UNCH    ?  
 OG0212
 OG0212.Superseded values are not recommended for survey control.
 OG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0212.See file dsdata.txt to determine how the superseded data were derived.
 OG0212
 OG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH613716(NAD 83)
 OG0212_MARKER: B = BOLT
 OG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0212_SP_SET: STONE
 OG0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0212+STABILITY: SURFACE MOTION
 OG0212
 OG0212  HISTORY     - Date     Condition        Report By
 OG0212  HISTORY     - UNK      MONUMENTED       USLS
 OG0212  HISTORY     - 1943     GOOD             USLS
 OG0212
 OG0212                          STATION DESCRIPTION
 OG0212
 OG0212'DESCRIBED BY US LAKE SURVEY 1943
 OG0212'IN NIAGARA FALLS.
 OG0212'AT NIAGARA FALLS, NIAGARA COUNTY, ON THE SOUTH SIDE OF BUFFALO
 OG0212'AVENUE, AT THE EAST SIDE OF THE INTAKE CANAL OF THE NIAGARA FALLS
 OG0212'POWER COMPANY, 87 FEET SOUTH OF THE SOUTH SIDE OF BUILDING 2, 1.5
 OG0212'FEET FROM THE FACE OF A RETAINING WALL, AND IN THE TOP OF THE COPING
 OG0212'STONE.  THE TOP OF A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0557 ***********************************************************************
 KV0557  DESIGNATION -  COPPER PLUG TBB
 KV0557  PID         -  KV0557
 KV0557  STATE/COUNTY-  NY/KINGS
 KV0557  USGS QUAD   -  JERSEY CITY (1981)
 KV0557
 KV0557                         *CURRENT SURVEY CONTROL
 KV0557  ___________________________________________________________________
 KV0557* NAD 83(1986)-  40 38 22.     (N)    074 01 50.     (W)     SCALED    
 KV0557* NAVD 88     -        11.366  (meters)      37.29   (feet)  ADJUSTED  
 KV0557  ___________________________________________________________________
 KV0557  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV0557  DYNAMIC HT  -          11.361 (meters)      37.27  (feet)  COMP
 KV0557  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 KV0557
 KV0557  VERT ORDER  -  FIRST     CLASS II
 KV0557
 KV0557.The horizontal coordinates were scaled from a topographic map and have
 KV0557.an estimated accuracy of +/- 6 seconds.
 KV0557
 KV0557.The orthometric height was determined by differential leveling
 KV0557.and adjusted by the National Geodetic Survey in June 1991..
 KV0557
 KV0557.The geoid height was determined by GEOID03.
 KV0557
 KV0557.The dynamic height is computed by dividing the NAVD 88
 KV0557.geopotential number by the normal gravity value computed on the
 KV0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0557.degrees latitude (g = 980.6199 gals.).
 KV0557
 KV0557.The modeled gravity was interpolated from observed gravity values.
 KV0557
 KV0557;                    North         East    Units  Estimated Accuracy
 KV0557;SPC NY L     -    52,500.      297,420.      MT  (+/- 180 meters Scaled)
 KV0557
 KV0557                          SUPERSEDED SURVEY CONTROL
 KV0557
 KV0557  NGVD 29 (??/??/??)   11.705  (m)           38.40   (f) ADJUSTED    1 2
 KV0557
 KV0557.Superseded values are not recommended for survey control.
 KV0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0557.See file dsdata.txt to determine how the superseded data were derived.
 KV0557
 KV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK819991(NAD 83)
 KV0557_MARKER: Z = SEE DESCRIPTION
 KV0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0557+STABILITY: SURFACE MOTION
 KV0557
 KV0557  HISTORY     - Date     Condition        Report By
 KV0557  HISTORY     - 1934     MONUMENTED       LOCENG
 KV0557  HISTORY     - 1952     GOOD             CGS
 KV0557  HISTORY     - 20060626 MARK NOT FOUND   GEOCAC
 KV0557
 KV0557                          STATION DESCRIPTION
 KV0557
 KV0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0557'AT NEW YORK.
 KV0557'AT NEW YORK, IN BOROUGH OF BROOKLYN, IN THE SOUTHEAST ANGLE OF
 KV0557'THE JUNCTION OF WAKEMAN PLACE AND COLONIAL ROAD, 12 FEET
 KV0557'NORTHWEST OF NORTHWEST CORNER OF APARTMENT BUILDING AT 102
 KV0557'WAKEMAN PLACE, 6 FEET EAST OF A STREET LIGHT POST, 1 1/2 FEET
 KV0557'WEST OF EAST EDGE OF SIDE WALK AND SET IN TOP OF A CONCRETE POST
 KV0557'ABOUT 8 INCHES BELOW LEVEL OF SIDE WALK AND UNDER AN IRON COVER
 KV0557'MARKED MONUMENT TOPOGRAPHICAL BUREAU BROOKLYN. A COPPER PLUG.
 KV0557
 KV0557                          STATION RECOVERY (2006)
 KV0557
 KV0557'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0557'NOT RECOVERED, NOT FOUND.
 KV0557' 
 KV0557'THE AREA AT THE CORNER OF COLONIAL ROAD AND WAKEMAN PLACE WAS LOCATED.
 KV0557'THERE IS NO BROOKLYN TOPOGRAPHICAL BUREAU SQUARE IRON COVER AT THE
 KV0557'LOCATION.  THE SIDEWALK HAS RECENTLY BEEN RESURFACED AT THIS CORNER.
 KV0557'THE MARK IS EITHER BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1787 ***********************************************************************
 KU1787  DESIGNATION -  COPPER PLUG USN
 KU1787  PID         -  KU1787
 KU1787  STATE/COUNTY-  NY/KINGS
 KU1787  USGS QUAD   -  BROOKLYN (1979)
 KU1787
 KU1787                         *CURRENT SURVEY CONTROL
 KU1787  ___________________________________________________________________
 KU1787* NAD 83(1986)-  40 42 04.     (N)    073 58 34.     (W)     SCALED    
 KU1787* NAVD 88     -         1.688  (meters)       5.54   (feet)  ADJUSTED  
 KU1787  ___________________________________________________________________
 KU1787  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KU1787  DYNAMIC HT  -           1.687 (meters)       5.53  (feet)  COMP
 KU1787  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 KU1787
 KU1787  VERT ORDER  -  FIRST     CLASS II
 KU1787
 KU1787.The horizontal coordinates were scaled from a topographic map and have
 KU1787.an estimated accuracy of +/- 6 seconds.
 KU1787
 KU1787.The orthometric height was determined by differential leveling
 KU1787.and adjusted by the National Geodetic Survey in June 1991..
 KU1787
 KU1787.The geoid height was determined by GEOID03.
 KU1787
 KU1787.The dynamic height is computed by dividing the NAVD 88
 KU1787.geopotential number by the normal gravity value computed on the
 KU1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1787.degrees latitude (g = 980.6199 gals.).
 KU1787
 KU1787.The modeled gravity was interpolated from observed gravity values.
 KU1787
 KU1787;                    North         East    Units  Estimated Accuracy
 KU1787;SPC NY L     -    59,350.      302,020.      MT  (+/- 180 meters Scaled)
 KU1787
 KU1787                          SUPERSEDED SURVEY CONTROL
 KU1787
 KU1787  NGVD 29 (??/??/92)    2.025  (m)            6.64   (f) ADJ UNCH    1 2
 KU1787
 KU1787.Superseded values are not recommended for survey control.
 KU1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1787.See file dsdata.txt to determine how the superseded data were derived.
 KU1787
 KU1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL864060(NAD 83)
 KU1787_MARKER: Z = SEE DESCRIPTION
 KU1787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1787_SP_SET: DOCK
 KU1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1787
 KU1787  HISTORY     - Date     Condition        Report By
 KU1787  HISTORY     - UNK      MONUMENTED       DOD
 KU1787  HISTORY     - 1952     GOOD             NGS
 KU1787
 KU1787                          STATION DESCRIPTION
 KU1787
 KU1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1787'AT NEW YORK.
 KU1787'IN NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD,
 KU1787'AT 3RD AND DOCK STREET, AT SOUTHWEST CORNER OF DRY DOCK NO. 1,
 KU1787'3 1/2 FEET NORTHWEST OF SOUTHWEST CORNER OF DOCK, 2 1/2 FEET
 KU1787'NORTH OF EXTENDED SOUTH LINE OF DOCK AND SET IN TOP OF DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4481 ***********************************************************************
 KU4481  DESIGNATION -  CORAM
 KU4481  PID         -  KU4481
 KU4481  STATE/COUNTY-  NY/SUFFOLK
 KU4481  USGS QUAD   -  BELLPORT (1967)
 KU4481
 KU4481                         *CURRENT SURVEY CONTROL
 KU4481  ___________________________________________________________________
 KU4481* NAD 83(1996)-  40 51 19.75852(N)    072 58 01.38667(W)     ADJUSTED  
 KU4481* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 KU4481  ___________________________________________________________________
 KU4481  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 KU4481  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU4481
 KU4481  HORZ ORDER  -  FIRST
 KU4481
 KU4481.The horizontal coordinates were established by classical geodetic methods
 KU4481.and adjusted by the National Geodetic Survey in January 1999..
 KU4481
 KU4481.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4481
 KU4481.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4481
 KU4481.The geoid height was determined by GEOID03.
 KU4481
 KU4481;                    North         East     Units Scale Factor Converg.
 KU4481;SPC NY L     -    77,004.767   387,094.360   MT  0.99999490   +0 40 32.3
 KU4481;SPC NY L     -   252,639.81  1,269,992.08   sFT  0.99999490   +0 40 32.3
 KU4481;UTM  18      - 4,524,704.144   671,352.191   MT  0.99996140   +1 19 48.7
 KU4481
 KU4481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4481!SPC NY L     -   0.99999541  x   0.99999490  =   0.99999031
 KU4481!UTM  18      -   0.99999541  x   0.99996140  =   0.99995681
 KU4481
 KU4481:                Primary Azimuth Mark                     Grid Az
 KU4481:SPC NY L     -  BROOKHAVEN NATL LAB MET TOWER            074 09 50.0
 KU4481:UTM  18      -  BROOKHAVEN NATL LAB MET TOWER            073 30 33.6
 KU4481
 KU4481|---------------------------------------------------------------------|
 KU4481| PID    Reference Object                     Distance      Geod. Az  |
 KU4481|                                                           dddmmss.s |
 KU4481| KU4460 BROOKHAVEN NATL LAB MET TOWER       APPROX. 6.8 KM 0745022.3 |
 KU4481| CB8356 CORAM RM 1                           33.360 METERS 08853     |
 KU4481| CB8357 CORAM RM 2                           23.447 METERS 18806     |
 KU4481|---------------------------------------------------------------------|
 KU4481
 KU4481                          SUPERSEDED SURVEY CONTROL
 KU4481
 KU4481  NAD 83(1996)-  40 51 19.76025(N)    072 58 01.38690(W) AD(       ) 1
 KU4481  NAD 83(1992)-  40 51 19.75904(N)    072 58 01.38643(W) AD(       ) 1
 KU4481  NAD 83(1986)-  40 51 19.76266(N)    072 58 01.38873(W) AD(       ) 1
 KU4481  NAD 27      -  40 51 19.41339(N)    072 58 03.00105(W) AD(       ) 1
 KU4481  NGVD 29 (07/19/86)   60.6    (m)          199.     (f) VERT ANG       
 KU4481
 KU4481.Superseded values are not recommended for survey control.
 KU4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4481.See file dsdata.txt to determine how the superseded data were derived.
 KU4481
 KU4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7135224704(NAD 83)
 KU4481_MARKER: DS = TRIANGULATION STATION DISK
 KU4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4481+STABILITY: SURFACE MOTION
 KU4481
 KU4481  HISTORY     - Date     Condition        Report By
 KU4481  HISTORY     - 1951     MONUMENTED       CGS
 KU4481  HISTORY     - 1967     GOOD             CGS
 KU4481  HISTORY     - 1988     GOOD             USPSQD
 KU4481  HISTORY     - 19961009 GOOD             USPSQD
 KU4481  HISTORY     - 20031202 GOOD             USPSQD
 KU4481
 KU4481                          STATION DESCRIPTION
 KU4481
 KU4481'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4481'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CORAM, ON A
 KU4481'WOODED KNOLL ABOUT 0.1 MILE NORTH OF THE GORDON HEIGHTS FIRE
 KU4481'DEPARTMENT.  IT IS IN THE NORTHWEST ANGLE OF THE INTERSECTION
 KU4481'FORMED BY CEDAR LANE AND PARK LANE, 250 FEET NORTHWEST OF NYT
 KU4481'POLE 10 AND 50 FEET NORTH OF THE CENTERLINE OF PARK LANE.  THE
 KU4481'MARK IS 6 FEET EAST OF A WITNESS POST, PROJECTS 4 INCHES AND IS
 KU4481'STAMPED CORAM 1951.
 KU4481'
 KU4481'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE CENTERLINE OF PARK
 KU4481'LANE AND 18 FEET WEST OF THE CENTERLINE OF CEDAR LANE.  THE
 KU4481'MARK PROJECTS 4 INCHES AND IS STAMPED CORAM NO. 1 1951.
 KU4481'
 KU4481'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE CENTERLINE OF PARK
 KU4481'AVE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED CORAM NO. 2 1951.
 KU4481'
 KU4481'THERE IS NO AZIMUTH MARK SITE AVAILABLE.
 KU4481'
 KU4481'TO REACH THE STATION FROM THE JUNCTION OF S.R.S 25 AND 112 IN
 KU4481'CORAM, GO SOUTH ON S.R. 112 FOR 1 BLOCK THEN KEEP STRAIGHT AHEAD
 KU4481'ON MILL ROAD FOR 2.2 MILES TO GRANNY ROAD.  TURN LEFT ONTO GRANNY
 KU4481'ROAD AND GO 0.5 MILE TO CEDAR LANE (A MACADAM ROAD), THENCE LEFT
 KU4481'FOR 0.3 MILE TO PARK LANE JUST BEFORE CROSSING SUMMIT OF
 KU4481'RIDGE.  GO LEFT ON PARK LANE FOR 125 FEET AND ETT BY A TRIANGLE
 KU4481'BLAZE ON A SMALL TREE ON RIGHT.  THE STATION IS 50 FEET NORTH
 KU4481'OF THIS POINT.
 KU4481
 KU4481                          STATION RECOVERY (1967)
 KU4481
 KU4481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4481'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 KU4481'FOUND IN GOOD CONDITION.  A MARK TO MARK SLOPE MEASUREMENT TO THE
 KU4481'REFERENCE MARKS CHECKED WITH THE 1951 DATA.  A HORIZONTAL DISTANCE
 KU4481'TO THE REFERENCE MARKS WAS OBTAINED AT THIS OCCUPATION.  FOLLOWING
 KU4481'IS A NEW DESCRIPTION.
 KU4481'
 KU4481'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CORAM, 0.5
 KU4481'MILE SOUTH-SOUTHWEST OF CORAM HILL, ON A WOODED KNOLL OWNED BY
 KU4481'MR. KENNETH PHILLIPS AND AMY L. WILMOT AND IN THE NORTHWEST ANGLE
 KU4481'OF THE INTERSECTION FORMED BY HAWKINS AVENUE AND PARK LANE.
 KU4481'
 KU4481'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 KU4481'112 IN CORAM, GO SOUTHEAST ON STATE HIGHWAY 112 FOR 0.1 MILE TO
 KU4481'A CROSSROAD AND WHERE THE HIGHWAY TURNS RIGHT.  CONTINUE AHEAD
 KU4481'SOUTHEAST ON MILL ROAD FOR 1.85 MILES TO A CROSSROAD.  TURN LEFT
 KU4481'AND GO EAST ON GRANNY ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN
 KU4481'LEFT AND GO NORTH ON HAWKINS AVENUE FOR 0.2 MILE TO WHERE PARK
 KU4481'LANE CROSSES, JUST BEFORE GOING OVER CREST OF RIDGE.  TURN LEFT
 KU4481'AND GO WEST ON PARK LANE FOR ABOUT 125 FEET AND THE STATION ON
 KU4481'THE RIGHT.
 KU4481'
 KU4481'THE STATION MARK IS A STANDARD DISK STAMPED CORAM 1951, SET IN
 KU4481'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 KU4481'INCHES ABOVE THE GROUND.  IT IS 143 FEET NORTH-NORTHWEST OF THE
 KU4481'NORTHWEST CORNER OF A FRAME HOUSE, 128 NORTHWEST OF POWER LINE
 KU4481'GUY POLE NO. 105, 56 FEET NORTH OF THE CENTER OF PARK LANE AND
 KU4481'4.2 FEET SOUTH OF A METAL WITNESS POST.
 KU4481'
 KU4481'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CORAM NO 1 1951,
 KU4481'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KU4481'FLUSH WITH THE GROUND.  IT IS 46 FEET NORTH-NORTHEAST OF THE
 KU4481'CENTER OF PARK LANE AND 20 FEET WEST OF THE CENTER OF HAWKINS
 KU4481'AVENUE.
 KU4481'
 KU4481'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CORAM NO 2 1951,
 KU4481'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KU4481'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 87.2 FEET NORTHWEST OF
 KU4481'THE NORTHWEST CORNER OF FRAME HOUSE.
 KU4481'
 KU4481'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 KU4481'
 KU4481'HEIGHT OF LIGHT ABOVE STATION MARK 85.1 FEET.
 KU4481
 KU4481                          STATION RECOVERY (1988)
 KU4481
 KU4481'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 KU4481'RECOVERED IN GOOD CONDITION.
 KU4481
 KU4481                          STATION RECOVERY (1996)
 KU4481
 KU4481'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU4481'RECOVERED IN GOOD CONDITION.
 KU4481
 KU4481                          STATION RECOVERY (2003)
 KU4481
 KU4481'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU4481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2507 ***********************************************************************
 LY2507  DESIGNATION -  COREA
 LY2507  PID         -  LY2507
 LY2507  STATE/COUNTY-  NY/ORANGE
 LY2507  USGS QUAD   -  CORNWALL (1981)
 LY2507
 LY2507                         *CURRENT SURVEY CONTROL
 LY2507  ___________________________________________________________________
 LY2507* NAD 83(1996)-  41 26 58.22580(N)    074 00 57.89318(W)     ADJUSTED  
 LY2507* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LY2507  ___________________________________________________________________
 LY2507  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 LY2507  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LY2507
 LY2507  HORZ ORDER  -  THIRD
 LY2507
 LY2507.The horizontal coordinates were established by classical geodetic methods
 LY2507.and adjusted by the National Geodetic Survey in January 1999..
 LY2507
 LY2507.The orthometric height was scaled from a topographic map.
 LY2507
 LY2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2507
 LY2507.The geoid height was determined by GEOID03.
 LY2507
 LY2507;                    North         East     Units Scale Factor Converg.
 LY2507;SPC NY E     -   290,577.083   190,432.731   MT  0.99992011   +0 19 13.2
 LY2507;SPC NY E     -   953,334.98    624,778.05   sFT  0.99992011   +0 19 13.2
 LY2507;UTM  18      - 4,589,125.721   582,184.831   MT  0.99968312   +0 39 04.9
 LY2507
 LY2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2507!SPC NY E     -   1.00000187  x   0.99992011  =   0.99992198
 LY2507!UTM  18      -   1.00000187  x   0.99968312  =   0.99968499
 LY2507
 LY2507:                Primary Azimuth Mark                     Grid Az
 LY2507:SPC NY E     -  MATTEWAN HOSP FOR INSANE TANK            034 15 55.2
 LY2507:UTM  18      -  MATTEWAN HOSP FOR INSANE TANK            033 56 03.5
 LY2507
 LY2507|---------------------------------------------------------------------|
 LY2507| PID    Reference Object                     Distance      Geod. Az  |
 LY2507|                                                           dddmmss.s |
 LY2507| LX4471 MATTEWAN HOSP FOR INSANE TANK       APPROX.10.3 KM 0343508.4 |
 LY2507| LX4467 MATTEWAN HOSP FOR INSANE STK        APPROX. 9.5 KM 0360108.6 |
 LY2507| LX4415 POLLELPEL ISLAND LIGHT              APPROX. 2.2 KM 0730928.1 |
 LY2507| CB3880 COREA RM 1                            7.620 METERS 16846     |
 LY2507| CB3881 COREA RM 2                           10.280 METERS 28139     |
 LY2507| LY2506 CORNWALL ON HUDSON PRESS            258.854 METERS 33609     |
 LY2507|---------------------------------------------------------------------|
 LY2507
 LY2507                          SUPERSEDED SURVEY CONTROL
 LY2507
 LY2507  NAD 83(1986)-  41 26 58.22757(N)    074 00 57.89589(W) AD(       ) 3
 LY2507  NAD 27      -  41 26 57.88700(N)    074 00 59.38700(W) AD(       ) 3
 LY2507
 LY2507.Superseded values are not recommended for survey control.
 LY2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2507.See file dsdata.txt to determine how the superseded data were derived.
 LY2507
 LY2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8218589126(NAD 83)
 LY2507_MARKER: Z = SEE DESCRIPTION
 LY2507_SETTING: 0 = UNSPECIFIED SETTING
 LY2507
 LY2507  HISTORY     - Date     Condition        Report By
 LY2507  HISTORY     - 1933     MONUMENTED       CGS
 LY2507
 LY2507                          STATION DESCRIPTION
 LY2507
 LY2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2507'STATION IS LOCATED ON THE PROPERTY OF NICK COREA IN CORNWALL
 LY2507'LANDING, SAME BEING ALONG THE BLUFF OVERLOOKING THE NEW YORK
 LY2507'ONTARIO AND WESTERN TRACKS FACING THE RIVER ABOUT 1/4 MILE SE OF
 LY2507'THE CORNWALL PRESS PLANT AND OPPOSITE POINT WHERE NEW YORK CENTRAL
 LY2507'TRACKS TURN TO NORTHWARD FROM COMMON RIGHT-OF-WAY WITH NEW YORK
 LY2507'ONTARIO AND WESTERN.  THIS BLUFF IS ABOUT 50 FEET ABOVE THE ROAD
 LY2507'PARALLELING THESE TRACKS.  A ROUGH ROAD PASSES BY THE STATION
 LY2507'LEADING FROM COREAS HOUSE A SHORT DISTANCE TO THE SE.
 LY2507'
 LY2507'IN FINDING THIS STATION, MR. PIA, CIVIL ENGINEER AND GARAGE
 LY2507'OWNER IN CORNWALL LANDING, AND MR. NICK COREA CAN LEAD ONE TO
 LY2507'THE SPOT.  SITE WAS SELECTED FOR MR. PIA FOR LOCAL USE, THE
 LY2507'PALOPEL LIGHTHOUSE BEING THE SELECTED AZIMUTH MARK FOR USE WITH
 LY2507'THIS STATION.
 LY2507'
 LY2507'STATION, STANDARD DISK IN CONCRETE BLOCK 12- BY 12- BY 30-INCH
 LY2507'STAMPED COREA 1933.
 LY2507'
 LY2507'REFERENCE MARKS ARE SIMILAR, NO.1 ACROSS THE ROUGH ROAD
 LY2507'REFERRED TO ABOVE AND NO.2 ALONG SAME TO WESTWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5737 ***********************************************************************
 LX5737  DESIGNATION -  COREY
 LX5737  PID         -  LX5737
 LX5737  STATE/COUNTY-  NY/SUFFOLK
 LX5737  USGS QUAD   -  SOUTHOLD (1956)
 LX5737
 LX5737                         *CURRENT SURVEY CONTROL
 LX5737  ___________________________________________________________________
 LX5737* NAD 83(1996)-  41 01 57.69168(N)    072 25 10.45342(W)     ADJUSTED  
 LX5737* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5737  ___________________________________________________________________
 LX5737  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LX5737  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX5737
 LX5737  HORZ ORDER  -  THIRD
 LX5737
 LX5737.The horizontal coordinates were established by classical geodetic methods
 LX5737.and adjusted by the National Geodetic Survey in January 1999..
 LX5737
 LX5737.The orthometric height was scaled from a topographic map.
 LX5737
 LX5737.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5737
 LX5737.The geoid height was determined by GEOID03.
 LX5737
 LX5737;                    North         East     Units Scale Factor Converg.
 LX5737;SPC NY L     -    97,369.048   432,896.800   MT  0.99999996   +1 02 01.4
 LX5737;SPC NY L     -   319,451.62  1,420,262.25   sFT  0.99999996   +1 02 01.4
 LX5737;SPC CT       -   174,593.595   332,588.144   MT  1.00002112   +0 13 08.7
 LX5737;SPC CT       -   572,812.49  1,091,166.27   sFT  1.00002112   +0 13 08.7
 LX5737;UTM  18      - 4,545,594.155   716,921.078   MT  1.00017917   +1 41 40.9
 LX5737
 LX5737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5737!SPC NY L     -   1.00000462  x   0.99999996  =   1.00000458
 LX5737!SPC CT       -   1.00000462  x   1.00002112  =   1.00002574
 LX5737!UTM  18      -   1.00000462  x   1.00017917  =   1.00018380
 LX5737
 LX5737                          SUPERSEDED SURVEY CONTROL
 LX5737
 LX5737  NAD 83(1996)-  41 01 57.69196(N)    072 25 10.45355(W) AD(       ) 3
 LX5737  NAD 83(1992)-  41 01 57.69071(N)    072 25 10.45296(W) AD(       ) 3
 LX5737  NAD 83(1986)-  41 01 57.69357(N)    072 25 10.45826(W) AD(       ) 3
 LX5737  NAD 27      -  41 01 57.32900(N)    072 25 12.15900(W) AD(       ) 3
 LX5737
 LX5737.Superseded values are not recommended for survey control.
 LX5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5737.See file dsdata.txt to determine how the superseded data were derived.
 LX5737
 LX5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1692145594(NAD 83)
 LX5737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5737+STABILITY: SURFACE MOTION
 LX5737
 LX5737  HISTORY     - Date     Condition        Report By
 LX5737  HISTORY     - 1933     MONUMENTED       CGS
 LX5737  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LX5737
 LX5737                          STATION DESCRIPTION
 LX5737
 LX5737'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5737'THE STATION IS ABOUT 2 MILES S OF SOUTHOLD NEAR THE SHORE OF COREY
 LX5737'CREEK ON THE SOUTHERN SHORE OF GREAT HOG NECK.  TO REACH THE
 LX5737'STATION--TURN S OFF HIGHWAY 25, ABOUT 4 MILES W OF CUTCHOGUE,
 LX5737'ONTO CEDAR BEACH ROAD WHICH IS AN ASPHALT ROAD RUNNING
 LX5737'N-S.  CONTINUE ON THIS ROAD FOR ABOUT 1.8 MILES AND TURN RIGHT
 LX5737'ONTO THE FIRST DIRT ROAD AFTER PASSING COREY CREEK, CONTINUING ON
 LX5737'THIS ROAD ALONG THE CREEK TO THE STATION WHICH LIES ABOUT 3.5
 LX5737'METERS E OF THIS ROAD, 10 METERS FROM A DIRT ROAD RUNNING
 LX5737'ALONG THE BEACH, 23 METERS FROM THE HIGH-WATER LINE, 20 METERS
 LX5737'FROM THE EASTERN SHORE OF THE CREEK AND 100 METERS W OF A
 LX5737'SMALL BATH HOUSE ON THE BEACH.
 LX5737'
 LX5737'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5737'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11B.
 LX5737'
 LX5737'REFERENCE MARK NO. 1 IS N OF THE STATION.
 LX5737'
 LX5737'REFERENCE MARK NO. 2 IS W OF THE STATION.
 LX5737'
 LX5737'HEIGHT OF BANNER ABOVE STATION MARK 4 METERS.
 LX5737
 LX5737                          STATION RECOVERY (1954)
 LX5737
 LX5737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX5737'DURING A RECENT STORM, ABOUT 4 FEET OF SAND WAS DEPOSITED OVER
 LX5737'THE STATION, AND WITHOUT A BETTER DESCRIPTION, THE STATION CANNOT
 LX5737'BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7905 ***********************************************************************
 AA7905  CBN         -  This is a Cooperative Base Network Control Station.
 AA7905  DESIGNATION -  CORINTH
 AA7905  PID         -  AA7905
 AA7905  STATE/COUNTY-  NY/SARATOGA
 AA7905  USGS QUAD   -  CORINTH (1968)
 AA7905
 AA7905                         *CURRENT SURVEY CONTROL
 AA7905  ___________________________________________________________________
 AA7905* NAD 83(1996)-  43 14 07.69533(N)    073 49 38.61196(W)     ADJUSTED  
 AA7905* NAVD 88     -       198.974  (meters)     652.80   (feet)  ADJUSTED  
 AA7905  ___________________________________________________________________
 AA7905  X           -   1,296,342.478 (meters)                     COMP
 AA7905  Y           -  -4,470,015.593 (meters)                     COMP
 AA7905  Z           -   4,346,712.738 (meters)                     COMP
 AA7905  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AA7905  ELLIP HEIGHT-         168.96  (meters)          (09/18/02) GPS OBS
 AA7905  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AA7905  DYNAMIC HT  -         198.926 (meters)     652.64  (feet)  COMP
 AA7905  MODELED GRAV-     980,375.4   (mgal)                       NAVD 88
 AA7905
 AA7905  HORZ ORDER  -  B
 AA7905  VERT ORDER  -  SECOND    CLASS II
 AA7905  ELLP ORDER  -  FOURTH    CLASS II
 AA7905
 AA7905.The horizontal coordinates were established by GPS observations
 AA7905.and adjusted by the National Geodetic Survey in July 1997..
 AA7905
 AA7905.The orthometric height was determined by differential leveling
 AA7905.and adjusted by the National Geodetic Survey in August 2004..
 AA7905.No vertical observational check was made to the station.
 AA7905
 AA7905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7905
 AA7905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7905
 AA7905.The ellipsoidal height was determined by GPS observations
 AA7905.and is referenced to NAD 83.
 AA7905
 AA7905.The geoid height was determined by GEOID03.
 AA7905
 AA7905.The dynamic height is computed by dividing the NAVD 88
 AA7905.geopotential number by the normal gravity value computed on the
 AA7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7905.degrees latitude (g = 980.6199 gals.).
 AA7905
 AA7905.The modeled gravity was interpolated from observed gravity values.
 AA7905
 AA7905;                    North         East     Units Scale Factor Converg.
 AA7905;SPC NY E     -   489,048.630   204,629.808   MT  0.99993670   +0 27 38.7
 AA7905;SPC NY E     - 1,604,487.05    671,356.30   sFT  0.99993670   +0 27 38.7
 AA7905;UTM  18      - 4,787,631.422   595,211.964   MT  0.99971151   +0 48 11.9
 AA7905
 AA7905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7905!SPC NY E     -   0.99997350  x   0.99993670  =   0.99991021
 AA7905!UTM  18      -   0.99997350  x   0.99971151  =   0.99968502
 AA7905
 AA7905                          SUPERSEDED SURVEY CONTROL
 AA7905
 AA7905  ELLIP H (07/24/97)  168.92   (m)                       GP(       ) 1 1
 AA7905  NAD 83(1992)-  43 14 07.69353(N)    073 49 38.61112(W) AD(       ) B
 AA7905  ELLIP H (08/31/95)  168.87   (m)                       GP(       ) 1 1
 AA7905
 AA7905.Superseded values are not recommended for survey control.
 AA7905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7905.See file dsdata.txt to determine how the superseded data were derived.
 AA7905
 AA7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9521287631(NAD 83)
 AA7905_MARKER: DD = SURVEY DISK
 AA7905_SETTING: 80 = SET IN A BOULDER
 AA7905_STAMPING: CORINTH CBN 1994
 AA7905_MARK LOGO: NYDT  
 AA7905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7905+STABILITY: SURFACE MOTION
 AA7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7905+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AA7905
 AA7905  HISTORY     - Date     Condition        Report By
 AA7905  HISTORY     - 1994     MONUMENTED       NYDT
 AA7905  HISTORY     - 20010821 GOOD             CTMALE
 AA7905  HISTORY     - 20030821 GOOD             NYDT
 AA7905
 AA7905                          STATION DESCRIPTION
 AA7905
 AA7905'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7905'THE STATION IS ON THE SOUTH SIDE OF THE VILLAGE OF CORINTH AT THE
 AA7905'LITTLE LEAGUE FIELD.  OWNERSHIP--CORINTH LITTLE LEAGUE.
 AA7905' 
 AA7905'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 9N AND MAIN STREET IN
 AA7905'THE VILLAGE OF CORINTH GO SOUTH ON MAIN STREET FOR 0.3 KM (0.2 MI) TO
 AA7905'THE JUNCTION OF PALMER AVENUE ON THE LEFT, CONTINUE SOUTH ON MAIN
 AA7905'STREET FOR 1.0 KM (0.6 MI) TO THE LITTLE LEAGUE FIELD AND STATION ON
 AA7905'THE RIGHT.
 AA7905' 
 AA7905'THE STATION IS A STANDARD DISK SET ON TOP OF A 0.6 M (2.0 FT) BY 1.3 M
 AA7905'(4.3 FT) EXPOSED BOULDER FLUSH WITH THE GROUND. IT IS 15.7 M (51.5 FT)
 AA7905'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PLANTER WITH SIGN, 21.0 M
 AA7905'(68.9 FT) NORTH OF THE CENTERLINE OF THE SOUTHERN ENTRANCE TO THE
 AA7905'LITTLE LEAGUE FIELD, 31.2 M (102.4 FT) WEST OF THE CENTERLINE OF MAIN
 AA7905'STREET, 36.8 M (120.7 FT) EAST OF THE SOUTHEAST CORNER OF THE FENCED
 AA7905'BASEBALL FIELD.
 AA7905
 AA7905                          STATION RECOVERY (2001)
 AA7905
 AA7905'RECOVERY NOTE BY C T MALE ASSOCIATES 2001 (DCD)
 AA7905'RECOVERED AS DESCRIBED, WITH ADDITION THAT DISK HAS BEEN SCARRED FROM
 AA7905'CHOPPING SUCH
 AA7905'THAT RINTH OF CORINTH IS GONE.
 AA7905'
 AA7905
 AA7905                          STATION RECOVERY (2003)
 AA7905
 AA7905'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DLN)
 AA7905'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2524 ***********************************************************************
 KU2524  DESIGNATION -  CORINTH FLAGPOLE
 KU2524  PID         -  KU2524
 KU2524  STATE/COUNTY-  NY/SUFFOLK
 KU2524  USGS QUAD   -  AMITYVILLE (1979)
 KU2524
 KU2524                         *CURRENT SURVEY CONTROL
 KU2524  ___________________________________________________________________
 KU2524* NAD 83(1996)-  40 39 18.58949(N)    073 25 02.50115(W)     ADJUSTED  
 KU2524* NAVD 88     -                                                        
 KU2524  ___________________________________________________________________
 KU2524  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KU2524  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU2524
 KU2524  HORZ ORDER  -  THIRD
 KU2524
 KU2524.The horizontal coordinates were established by classical geodetic methods
 KU2524.and adjusted by the National Geodetic Survey in January 1999..
 KU2524
 KU2524
 KU2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2524
 KU2524.The geoid height was determined by GEOID03.
 KU2524
 KU2524;                    North         East     Units Scale Factor Converg.
 KU2524;SPC NY L     -    54,409.298   349,274.665   MT  1.00000066   +0 22 51.9
 KU2524;SPC NY L     -   178,507.84  1,145,911.96   sFT  1.00000066   +0 22 51.9
 KU2524;UTM  18      - 4,501,682.181   633,796.213   MT  0.99982035   +1 01 52.5
 KU2524
 KU2524                          SUPERSEDED SURVEY CONTROL
 KU2524
 KU2524  NAD 83(1996)-  40 39 18.59268(N)    073 25 02.49967(W) AD(       ) 4
 KU2524  NAD 83(1992)-  40 39 18.59257(N)    073 25 02.49952(W) AD(       ) 4
 KU2524  NAD 83(1986)-  40 39 18.59313(N)    073 25 02.50030(W) AD(       ) 4
 KU2524  NAD 27      -  40 39 18.23200(N)    073 25 04.09600(W) AD(       ) 3
 KU2524
 KU2524.Superseded values are not recommended for survey control.
 KU2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2524.See file dsdata.txt to determine how the superseded data were derived.
 KU2524
 KU2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3379601682(NAD 83)
 KU2524_MARKER: 62 = FLAGPOLE
 KU2524
 KU2524  HISTORY     - Date     Condition        Report By
 KU2524  HISTORY     - 1933     FIRST OBSERVED   CGS
 KU2524  HISTORY     - 1947     GOOD             CGS
 KU2524
 KU2524                          STATION DESCRIPTION
 KU2524
 KU2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2524'THE WHITE WOODEN FLAGPOLE ON THE LAWN AT THE SE CORNER OF THE
 KU2524'PROPERTY OF THE UNQUA CORINTHIAN YACHT CLUB.  IT IS APPROXIMATELY
 KU2524'10 METERS W OF THE SOUTHERN EXTREMITY OF UNQUA PLACE.  HEIGHT
 KU2524'APPROXIMATELY 40 FEET.
 KU2524'
 KU2524'THIS FLAGPOLE IS IN THE NEAR VICINITY OF UNQUA YACHT CLUB
 KU2524'FLAGSTAFF - 1909.  THE FLAGPOLE MUST HAVE BEEN MOVED SINCE AS THE
 KU2524'POSITIONS DO NOT CHECK BY APPROXIMATELY 15 METERS.
 KU2524
 KU2524                          STATION RECOVERY (1947)
 KU2524
 KU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU2524'RECOVERED IN GOOD CONDITION.  POSSIBLE MOVEMENT OF FLAGPOLE SINCE
 KU2524'1933 COULD NOT BE DETERMINED BY INQUIRY.  ORIGINAL DESCRIPTION IS
 KU2524'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1592 ***********************************************************************
 OD1592  DESIGNATION -  CORINTH INTL PAPER TANK
 OD1592  PID         -  OD1592
 OD1592  STATE/COUNTY-  NY/SARATOGA
 OD1592  USGS QUAD   -  CORINTH (1968)
 OD1592
 OD1592                         *CURRENT SURVEY CONTROL
 OD1592  ___________________________________________________________________
 OD1592* NAD 83(1996)-  43 14 53.36883(N)    073 49 07.26207(W)     ADJUSTED  
 OD1592* NAVD 88     -                                                        
 OD1592  ___________________________________________________________________
 OD1592  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 OD1592  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 OD1592
 OD1592  HORZ ORDER  -  THIRD
 OD1592
 OD1592.The horizontal coordinates were established by classical geodetic methods
 OD1592.and adjusted by the National Geodetic Survey in January 1999..
 OD1592
 OD1592
 OD1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1592
 OD1592.The geoid height was determined by GEOID03.
 OD1592
 OD1592;                    North         East     Units Scale Factor Converg.
 OD1592;SPC NY E     -   490,463.723   205,325.624   MT  0.99993764   +0 28 00.6
 OD1592;SPC NY E     - 1,609,129.73    673,639.15   sFT  0.99993764   +0 28 00.6
 OD1592;UTM  18      - 4,789,050.331   595,899.152   MT  0.99971313   +0 48 34.0
 OD1592
 OD1592                          SUPERSEDED SURVEY CONTROL
 OD1592
 OD1592  NAD 83(1996)-  43 14 53.37229(N)    073 49 07.26250(W) AD(       ) 4
 OD1592  NAD 83(1992)-  43 14 53.37282(N)    073 49 07.26232(W) AD(       ) 4
 OD1592  NAD 83(1986)-  43 14 53.37290(N)    073 49 07.26131(W) AD(       ) 4
 OD1592  NAD 27      -  43 14 53.11316(N)    073 49 08.82383(W) AD(       ) 3
 OD1592
 OD1592.Superseded values are not recommended for survey control.
 OD1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1592.See file dsdata.txt to determine how the superseded data were derived.
 OD1592
 OD1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN9589989050(NAD 83)
 OD1592_MARKER: 53 = ELEVATED TANK
 OD1592
 OD1592  HISTORY     - Date     Condition        Report By
 OD1592  HISTORY     - 1973     FIRST OBSERVED   NGS
 OD1592
 OD1592                          STATION DESCRIPTION
 OD1592
 OD1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OD1592'THE STATION, CORINTH INTERNATIONAL PAPER COMPANY WATER TANK, IS
 OD1592'THE CENTER OF THE TOP OF A 4 LEGGED ELEVATED WATER TANK THAT IS
 OD1592'PAINTED SILVER WITH A GREEN STRIPE.  THE STRUCTURE HAS AN OVERALL
 OD1592'HEIGHT OF 114 FEET AND IS OWNED BY INTERNATIONAL PAPER COMPANY,
 OD1592'CORINTH NEW YORK.
 OD1592'
 OD1592'TO REACH FROM U.S. HIGHWAY 9N AND COUNTY ROAD 24, IN CORINTH,
 OD1592'GO EAST ON COUNTY ROAD 24 FOR 0.4 MILE TO A CROSSROAD, FIFTH
 OD1592'STREET, TURN LEFT AND GO NORTH FOR 0.1 MILE ON FIFTH STREET TO
 OD1592'A SIDE ROAD RIGHT PINE STREET, TURN RIGHT ON PINE STREET AND GO
 OD1592'EAST FOR 0.1 MILE TO THE PERSONNEL OFFICE AND THE STATION ON THE
 OD1592'LEFT.  THE STATION IS ABOUT 400 FEET NORTH OF THE OFFICE IN AN
 OD1592'FENCED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1837 ***********************************************************************
 OF1837  DESIGNATION -  CORKHILL 1925
 OF1837  PID         -  OF1837
 OF1837  STATE/COUNTY-  NY/MONROE
 OF1837  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1837
 OF1837                         *CURRENT SURVEY CONTROL
 OF1837  ___________________________________________________________________
 OF1837* NAD 83(1996)-  43 11 31.50866(N)    077 34 35.25685(W)     ADJUSTED  
 OF1837* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 OF1837  ___________________________________________________________________
 OF1837  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 OF1837  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OF1837
 OF1837  HORZ ORDER  -  SECOND
 OF1837
 OF1837.The horizontal coordinates were established by classical geodetic methods
 OF1837.and adjusted by the National Geodetic Survey in January 1999..
 OF1837
 OF1837.The orthometric height was scaled from a topographic map.
 OF1837
 OF1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1837
 OF1837.The geoid height was determined by GEOID03.
 OF1837
 OF1837;                    North         East     Units Scale Factor Converg.
 OF1837;SPC NY W     -   355,000.597   431,840.351   MT  1.00001986   +0 41 21.1
 OF1837;SPC NY W     - 1,164,697.79  1,416,796.22   sFT  1.00001986   +0 41 21.1
 OF1837;UTM  18      - 4,785,368.798   290,647.767   MT  1.00013918   -1 45 50.7
 OF1837
 OF1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1837!SPC NY W     -   0.99998415  x   1.00001986  =   1.00000400
 OF1837!UTM  18      -   0.99998415  x   1.00013918  =   1.00012332
 OF1837
 OF1837:                Primary Azimuth Mark                     Grid Az
 OF1837:SPC NY W     -  WAGENER 1925                             176 59 59.5
 OF1837:UTM  18      -  WAGENER 1925                             179 27 11.3
 OF1837
 OF1837|---------------------------------------------------------------------|
 OF1837| PID    Reference Object                     Distance      Geod. Az  |
 OF1837|                                                           dddmmss.s |
 OF1837| OF1844 WAGENER 1925                        APPROX. 0.5 KM 1774120.6 |
 OF1837| OF1836 BRYAN 1925                          323.118 METERS 35757     |
 OF1837|---------------------------------------------------------------------|
 OF1837
 OF1837                          SUPERSEDED SURVEY CONTROL
 OF1837
 OF1837  NAD 83(1986)-  43 11 31.51649(N)    077 34 35.25730(W) AD(       ) 2
 OF1837  NAD 27      -  43 11 31.29100(N)    077 34 36.26000(W) AD(       ) 2
 OF1837
 OF1837.Superseded values are not recommended for survey control.
 OF1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1837.See file dsdata.txt to determine how the superseded data were derived.
 OF1837
 OF1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9064885369(NAD 83)
 OF1837
 OF1837  HISTORY     - Date     Condition        Report By
 OF1837  HISTORY     - 1925     MONUMENTED       CGS
 OF1837  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1837
 OF1837                          STATION DESCRIPTION
 OF1837
 OF1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1837'IN IRONDEQUOIT, ON THE EAST SIDE OF GOODMAN STREET NORTH, ABOUT
 OF1837'600 METERS NORTH OF NORTON STREET, 4.00 METERS SOUTHEAST OF A
 OF1837'HYDRANT, 2.20 METERS WEST OF A SLAT FENCE ON THE EAST SIDE OF
 OF1837'GOODMAN STREET NORTH, 0.55 METER EAST OF THE LINE OF TELEPHONE
 OF1837'POLES ALONG THE EAST SIDE OF THE STREET, AND 9.07 METERS
 OF1837'SOUTHEAST OF A TELEPHONE POLE.  STATION IS SET AS DESCRIBED IN
 OF1837'NOTE D-1.
 OF1837
 OF1837                          STATION RECOVERY (1977)
 OF1837
 OF1837'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1837'NOT RECOVERED, NO EXISTING TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4215 ***********************************************************************
 KU4215  DESIGNATION -  CORMORANT RESET
 KU4215  PID         -  KU4215
 KU4215  STATE/COUNTY-  NY/SUFFOLK
 KU4215  USGS QUAD   -  SHINNECOCK INLET (1955)
 KU4215
 KU4215                         *CURRENT SURVEY CONTROL
 KU4215  ___________________________________________________________________
 KU4215* NAD 83(1996)-  40 52 08.80694(N)    072 29 30.03915(W)     ADJUSTED  
 KU4215* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 KU4215  ___________________________________________________________________
 KU4215  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KU4215  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KU4215
 KU4215  HORZ ORDER  -  THIRD
 KU4215
 KU4215.The horizontal coordinates were established by classical geodetic methods
 KU4215.and adjusted by the National Geodetic Survey in January 1999..
 KU4215
 KU4215.The orthometric height was scaled from a topographic map.
 KU4215
 KU4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4215
 KU4215.The geoid height was determined by GEOID03.
 KU4215
 KU4215;                    North         East     Units Scale Factor Converg.
 KU4215;SPC NY L     -    79,098.956   427,146.773   MT  0.99999496   +0 59 11.6
 KU4215;SPC NY L     -   259,510.49  1,401,397.37   sFT  0.99999496   +0 59 11.6
 KU4215;UTM  18      - 4,527,256.148   711,380.351   MT  1.00014998   +1 38 30.8
 KU4215
 KU4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4215!SPC NY L     -   1.00000342  x   0.99999496  =   0.99999838
 KU4215!UTM  18      -   1.00000342  x   1.00014998  =   1.00015340
 KU4215
 KU4215:                Primary Azimuth Mark                     Grid Az
 KU4215:SPC NY L     -  SOUTHAMPTON WATER TANK                   069 26 12.7
 KU4215:UTM  18      -  SOUTHAMPTON WATER TANK                   068 46 53.5
 KU4215
 KU4215|---------------------------------------------------------------------|
 KU4215| PID    Reference Object                     Distance      Geod. Az  |
 KU4215|                                                           dddmmss.s |
 KU4215| KU4229 SOUTHAMPTON WATER TANK              APPROX. 7.7 KM 0702524.3 |
 KU4215| CB8360 CORMORANT RM 3                       19.935 METERS 27138     |
 KU4215| CB8359 CORMORANT RM 2                       40.980 METERS 28503     |
 KU4215| CB8358 CORMORANT RM 1                       18.595 METERS 35237     |
 KU4215|---------------------------------------------------------------------|
 KU4215
 KU4215                          SUPERSEDED SURVEY CONTROL
 KU4215
 KU4215  NAD 83(1996)-  40 52 08.80746(N)    072 29 30.03978(W) AD(       ) 3
 KU4215  NAD 83(1992)-  40 52 08.80621(N)    072 29 30.03934(W) AD(       ) 3
 KU4215  NAD 83(1986)-  40 52 08.80996(N)    072 29 30.04463(W) AD(       ) 3
 KU4215  NAD 27      -  40 52 08.44000(N)    072 29 31.73500(W) AD(       ) 3
 KU4215
 KU4215.Superseded values are not recommended for survey control.
 KU4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4215.See file dsdata.txt to determine how the superseded data were derived.
 KU4215
 KU4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1138027256(NAD 83)
 KU4215_MARKER: DS = TRIANGULATION STATION DISK
 KU4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KU4215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4215
 KU4215  HISTORY     - Date     Condition        Report By
 KU4215  HISTORY     - 1933     MONUMENTED       CGS
 KU4215  HISTORY     - 1962     GOOD             CGS
 KU4215  HISTORY     - 1979     POOR             NGS
 KU4215  HISTORY     - 20001231 MARK NOT FOUND   NGS
 KU4215
 KU4215                          STATION DESCRIPTION
 KU4215
 KU4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (APR)
 KU4215'STATION IS LOCATED ON THE W SHORE OF SHINNECOCK BAY, SE OF
 KU4215'SHINNECOCK CANAL, S OF CORMORANT POINT ON EDGE OF CLEARED BLUFF
 KU4215'NW OF RUINS OF BURNT HOUSE, 15 METERS FROM HIGH WATER MARK AND
 KU4215'15 METERS ABOVE HIGH WATER MARK, AT END OF PRIVATE LANE.  MARKED
 KU4215'BY A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT
 KU4215'AND PROJECTING 4 INCHES ABOVE THE SURFACE OF GROUND.
 KU4215'
 KU4215'REFERENCE MARK NO.1 IS NW FROM STATION IN GROUP OF PINE
 KU4215'TREES.  MARKED BY A STANDARD BRONZE DISK SET IN THE TOP OF A
 KU4215'CONCRETE MONUMENT AND FLUSH WITH SURFACE OF THE GROUND.  REFERENCE
 KU4215'MARK NO.2 IS W FROM THE STATION, 2 METERS OFF PRIVATE LANE
 KU4215'BESIDE PINE TREE.  MARKED BY A STANDARD BRONZE DISK SET IN THE
 KU4215'TOP OF A CONCRETE MONUMENT AND FLUSH WITH THE SURFACE OF THE
 KU4215'GROUND.  (OBSERVED FROM THE GROUND.  OBSERVED ON 16-FOOT
 KU4215'TARGET.)
 KU4215
 KU4215                          STATION RECOVERY (1962)
 KU4215
 KU4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU4215'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT A NEW
 KU4215'HOUSE HAS BEEN BUILT AND TRACES OF THE BURNED ONE ARE GONE.
 KU4215'
 KU4215'THE STATION MARK IS 115 FEET EAST-NORTHEAST OF THE NORTHEAST
 KU4215'CORNER OF THE HOUSE.
 KU4215'
 KU4215'RM 1 IS FLUSH BUT BENEATH GROUND VINES.
 KU4215'
 KU4215'RM 2 IS 50 FEET EAST OF TELEPHONE POLE NO. 44-6 AND 23.5 FEET
 KU4215'EAST OF A TRIANGULAR POINT OF CONCRETE DIVIDING THE DRIVEWAY
 KU4215'(S.C.1912 INSCRIBED IN THE CONCRETE).
 KU4215'
 KU4215'THE PRIVATE DRIVE LEADING TO THE STATION IS FROM LYNN AVENUE,
 KU4215'HALFWAY BETWEEN PALO ALTO DRIVE AND CHEVY CHASE ROAD, BETWEEN
 KU4215'CONCRETE POSTS SUPPORTING A LOCKED CHAIN.
 KU4215
 KU4215                          STATION RECOVERY (1979)
 KU4215
 KU4215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KU4215'THE STATION MARK WAS RECOVERED IN POOR CONDITION AS THE DISK WAS
 KU4215'MUTILATED BUT STILL FIRM IN PLACE.  REFERENCE MARKS 1 AND 2 WERE
 KU4215'RECOVERED IN GOOD CONDITION HOWEVER RM 2 WILL NO LONGER SEE THE
 KU4215'STATION BECAUSE OF A 8 INCH PINE TREE ON LINE.  THE STATION WAS
 KU4215'REMARKED WITH A NEW SURFACE AND UNDERGROUND DISK AND RM 3 WAS
 KU4215'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 KU4215'
 KU4215'THE STATION IS LOCATED IN WEST HAMPTON ON CORMORANT POINT ON LAND
 KU4215'CURRENTLY OWNED BY WILLIAM RASMUSSEN, 21 BARFORD LANE, SCARSDALE,
 KU4215'NEW YORK 10583.  TO REACH FROM THE POST OFFICE IN HAMPTON BAYS GO
 KU4215'NORTH ON PONQUOQUE STREET FOR 100 METERS TO A TRAFFIC LIGHT, TURN
 KU4215'RIGHT ON MONTAUK HIGHWAY (ROUTE 27A) AND GO EAST FOR 1.0 MILES TO
 KU4215'CANOE PLACE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.5 TO
 KU4215'THE END OF CANOE PLACE ROAD.  TURN RIGHT AND GO WEST FOR 100 METERS
 KU4215'TO LYNN STREET ON THE LEFT.  TURN LEFT AND GO SOUTH ON LYNN STREET FOR
 KU4215'0.5 MILE TO A SIDE ROAD LEFT LEADING INTO A NEW HOUSING DEVELOPMENT
 KU4215'CALLED CORMORANT POINT.  CONTINUE STRAIGHT ON LYNN STREET FOR 0.1
 KU4215'MILE TO A DIM ROAD (DRIVEWAY) ON THE LEFT BETWEEN TWO CONCRETE
 KU4215'PILLARS.  TURN LEFT AND PASS THROUGH LOCKED GATE AND GO EAST ON
 KU4215'DRIVE FOR 0.3 MILES TO THE STATION JUST EAST OF THE TURNAROUND.
 KU4215'
 KU4215'THE STATION MARKS ARE STANDARD DISKS STAMPED---CORMORANT 1933
 KU4215'1979---.  THE SURFACE MARK IS SET IN THE CENTER OF A 8 BY 8 INCH
 KU4215'SQUARE CONCRETE MONUMENT WITH METAL REBARS IMBEDDED, PROJECTING 4
 KU4215'INCHES ABOVE GROUND.  THE UNDERGROUND MARK IS 4-1/2 FEET BELOW THE
 KU4215'SURFACE AND IS AN IRREGULAR MASS OF CONCRETE WITH A SHORT REBAR
 KU4215'IMBEDDED.  THE STATION IS 116 FEET NORTHEAST OF THE NORTHEAST CORNER
 KU4215'OF THE WHITE HOUSE, 22 FEET WEST OF THE EAST EDGE OF A 20 FOOT HIGH
 KU4215'BLUFF, 15 FEET EAST OF AN 8 INCH PINE AND 5.8 FEET WEST OF A METAL
 KU4215'WITNESS POST.
 KU4215'
 KU4215'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CORMORANT NO 1 1933---
 KU4215'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE MONUMENT FLUSH WITH THE
 KU4215'GROUND.  THE IS A METAL REBAR DRIVEN IN ADJACENT TO THE MARK.  IT IS
 KU4215'36 FEET WEST OF THE EAST EDGE OF THE BLUFF AND 3.5 FEET SOUTH OF A
 KU4215'METAL WITNESS POST.
 KU4215'
 KU4215'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CORMORANT NO 2 1933---
 KU4215'SET IN THE TOP OF A 12 BY 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KU4215'THE GROUND.  A METAL REBAR WAS DRIVEN IN ADJACENT TO THE MARK.  IT IS
 KU4215'23 FEET NORTHEAST OF THE WEST POINT OF A CURB AND 3.8 FEET SOUTH OF
 KU4215'A METAL WITNESS POST.
 KU4215'
 KU4215'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---CORMORANT NO 3 1933
 KU4215'1979---SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 KU4215'GROUND.  THERE IS A METAL REBAR IMBEDDED IN THE MONUMENT.  IT IS 61
 KU4215'FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 3.5 FEET
 KU4215'SOUTH OF AN 8 INCH OAK, AND 2.2 FEET NORTH OF A METAL WITNESS POST.
 KU4215
 KU4215                          STATION RECOVERY (2000)
 KU4215
 KU4215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 KU4215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1606 ***********************************************************************
 NC1606  DESIGNATION -  CORN IWC
 NC1606  PID         -  NC1606
 NC1606  STATE/COUNTY-  NY/ERIE
 NC1606  USGS QUAD   -  BUFFALO NW (1965)
 NC1606
 NC1606                         *CURRENT SURVEY CONTROL
 NC1606  ___________________________________________________________________
 NC1606* NAD 83(1996)-  42 59 38.91336(N)    078 56 14.05389(W)     ADJUSTED  
 NC1606* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 NC1606  ___________________________________________________________________
 NC1606  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 NC1606  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 NC1606
 NC1606  HORZ ORDER  -  THIRD
 NC1606
 NC1606.The horizontal coordinates were established by classical geodetic methods
 NC1606.and adjusted by the National Geodetic Survey in January 1999..
 NC1606
 NC1606.The orthometric height was scaled from a topographic map.
 NC1606
 NC1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1606
 NC1606.The geoid height was determined by GEOID03.
 NC1606
 NC1606;                    North         East     Units Scale Factor Converg.
 NC1606;SPC NY W     -   332,580.134   321,141.386   MT  0.99994774   -0 14 28.8
 NC1606;SPC NY W     - 1,091,139.99  1,053,611.36   sFT  0.99994774   -0 14 28.8
 NC1606;UTM  17      - 4,762,228.911   668,150.970   MT  0.99994785   +1 24 25.1
 NC1606
 NC1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1606!SPC NY W     -   0.99997813  x   0.99994774  =   0.99992587
 NC1606!UTM  17      -   0.99997813  x   0.99994785  =   0.99992598
 NC1606
 NC1606:                Primary Azimuth Mark                     Grid Az
 NC1606:SPC NY W     -  WICKWIRE                                 179 36 51.1
 NC1606:UTM  17      -  WICKWIRE                                 177 57 57.2
 NC1606
 NC1606|---------------------------------------------------------------------|
 NC1606| PID    Reference Object                     Distance      Geod. Az  |
 NC1606|                                                           dddmmss.s |
 NC1606| NC1605 WICKWIRE                            APPROX. 1.0 KM 1792222.3 |
 NC1606|---------------------------------------------------------------------|
 NC1606
 NC1606                          SUPERSEDED SURVEY CONTROL
 NC1606
 NC1606  NAD 83(1986)-  42 59 38.91919(N)    078 56 14.05125(W) AD(       ) 3
 NC1606  NAD 27      -  42 59 38.71500(N)    078 56 14.90900(W) AD(       ) 3
 NC1606
 NC1606.Superseded values are not recommended for survey control.
 NC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1606.See file dsdata.txt to determine how the superseded data were derived.
 NC1606
 NC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6815162229(NAD 83)
 NC1606_MARKER: Z = SEE DESCRIPTION
 NC1606_SETTING: 0 = UNSPECIFIED SETTING
 NC1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1606
 NC1606  HISTORY     - Date     Condition        Report By
 NC1606  HISTORY     - 1909     MONUMENTED       IWC
 NC1606
 NC1606                          STATION DESCRIPTION
 NC1606
 NC1606'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1606'THIS STATION IS SITUATED ON AMERICAN MAINLAND AT RIVERS EDGE ABOUT
 NC1606'1/4 MILE BELOW WICKWIRE IRON PLANT.
 NC1606'
 NC1606'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN CONCRETE
 NC1606'MONUMENT, TOP OF THE PLUG PROJECTING 1/4 INCH ABOVE SURFACE OF
 NC1606'CONCRETE.  TOP OF MONUMENT IS 1-1/2 FEET BELOW SURFACE OF GROUND.
 NC1606'MARKER IS 1.2 FEET SOUTH OF STATION AND FLUSH WITH SURFACE.  IS
 NC1606'CONCRETE, 8 INCHES DIAMETER, MARKED---I.W.C. 1909---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4507 ***********************************************************************
 LX4507  DESIGNATION -  CORNELL
 LX4507  PID         -  LX4507
 LX4507  STATE/COUNTY-  NY/ULSTER
 LX4507  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4507
 LX4507                         *CURRENT SURVEY CONTROL
 LX4507  ___________________________________________________________________
 LX4507* NAD 83(1996)-  41 42 19.68447(N)    073 57 00.66090(W)     ADJUSTED  
 LX4507* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4507  ___________________________________________________________________
 LX4507  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 LX4507  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LX4507
 LX4507  HORZ ORDER  -  THIRD
 LX4507
 LX4507.The horizontal coordinates were established by classical geodetic methods
 LX4507.and adjusted by the National Geodetic Survey in January 1999..
 LX4507
 LX4507.The orthometric height was scaled from a topographic map.
 LX4507
 LX4507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4507
 LX4507.The geoid height was determined by GEOID03.
 LX4507
 LX4507;                    North         East     Units Scale Factor Converg.
 LX4507;SPC NY E     -   319,035.581   195,757.671   MT  0.99992576   +0 21 56.9
 LX4507;SPC NY E     - 1,046,702.57    642,248.29   sFT  0.99992576   +0 21 56.9
 LX4507;UTM  18      - 4,617,607.904   587,343.644   MT  0.99969388   +0 41 54.6
 LX4507
 LX4507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4507!SPC NY E     -   1.00000454  x   0.99992576  =   0.99993030
 LX4507!UTM  18      -   1.00000454  x   0.99969388  =   0.99969842
 LX4507
 LX4507:                Primary Azimuth Mark                     Grid Az
 LX4507:SPC NY E     -  BRIDGE                                   004 29 47.6
 LX4507:UTM  18      -  BRIDGE                                   004 09 49.9
 LX4507
 LX4507|---------------------------------------------------------------------|
 LX4507| PID    Reference Object                     Distance      Geod. Az  |
 LX4507|                                                           dddmmss.s |
 LX4507| LX4508 BRIDGE                              APPROX. 0.6 KM 0045144.5 |
 LX4507| CB3883 CORNELL RM 1                          5.230 METERS 04145     |
 LX4507| LX4490 TOLL                                APPROX. 0.9 KM 1130424.4 |
 LX4507| CB3884 CORNELL RM 2                         11.620 METERS 17515     |
 LX4507| LX4516 NORTH BASE                           97.615 METERS 18524     |
 LX4507| LX4514 SOUTH BASE                          APPROX. 0.6 KM 1914633.6 |
 LX4507|---------------------------------------------------------------------|
 LX4507
 LX4507                          SUPERSEDED SURVEY CONTROL
 LX4507
 LX4507  NAD 83(1986)-  41 42 19.68667(N)    073 57 00.66201(W) AD(       ) 3
 LX4507  NAD 27      -  41 42 19.35000(N)    073 57 02.16500(W) AD(       ) 3
 LX4507
 LX4507.Superseded values are not recommended for survey control.
 LX4507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4507.See file dsdata.txt to determine how the superseded data were derived.
 LX4507
 LX4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8734417608(NAD 83)
 LX4507_MARKER: Z = SEE DESCRIPTION
 LX4507_SETTING: 0 = UNSPECIFIED SETTING
 LX4507
 LX4507  HISTORY     - Date     Condition        Report By
 LX4507  HISTORY     - 1933     MONUMENTED       CGS
 LX4507
 LX4507                          STATION DESCRIPTION
 LX4507
 LX4507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4507'THIS STATION IS ON THE W SHORE OF THE HUDSON RIVER AT OAKS VILLAGE,
 LX4507'NEW YORK.  IT IS DIRECTLY ACROSS THE RIVER FROM POUGHKEEPSIE, NEW
 LX4507'YORK AND 6 RAILS N OF THE CORNELL BOATHOUSE.  IT IS 28 RAILS S OF
 LX4507'MILEPOST N.Y. 72.  THE STATION IS MARKED BY A STANDARD DISK
 LX4507'CEMENTED IN DRILL HOLE IN LARGE ROCK ON BANK OF RIVER, STAMPED
 LX4507'CORNELL 1933.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 LX4507'IN DRILL HOLES IN ROCKS AND STAMPED AS ABOVE.
 LX4507'
 LX4507'SKETCH BELOW GIVES DETAILS OF LOCALITY.
 LX4507'
 LX4507'DISTANCES
 LX4507'
 LX4507'STATION TO HIGH WATER MARK 4.00 M
 LX4507'
 LX4507'STATION TO 1ST RAIL 4.63 M
 LX4507'
 LX4507'STATION TO MILEPOST N.Y. 72 28 RAILS
 LX4507'
 LX4507'STATION TO CONC. POST AND SWBD. PANELS 3 RAILS
 LX4507'
 LX4507'STATION TO CORNELL BOATHOUSE 6 RAILS
 LX4507'
 LX4507'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1848 ***********************************************************************
 NB1848  DESIGNATION -  CORNELL
 NB1848  PID         -  NB1848
 NB1848  STATE/COUNTY-  NY/CAYUGA
 NB1848  USGS QUAD   -  GENOA (1976)
 NB1848
 NB1848                         *CURRENT SURVEY CONTROL
 NB1848  ___________________________________________________________________
 NB1848* NAD 83(1996)-  42 42 39.63756(N)    076 33 55.63291(W)     ADJUSTED  
 NB1848* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 NB1848  ___________________________________________________________________
 NB1848  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 NB1848  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NB1848
 NB1848  HORZ ORDER  -  FIRST
 NB1848
 NB1848.The horizontal coordinates were established by classical geodetic methods
 NB1848.and adjusted by the National Geodetic Survey in January 1999..
 NB1848
 NB1848.The orthometric height was scaled from a topographic map.
 NB1848
 NB1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1848
 NB1848.The geoid height was determined by GEOID03.
 NB1848
 NB1848;                    North         East     Units Scale Factor Converg.
 NB1848;SPC NY C     -   301,068.362   251,464.654   MT  0.99993753   +0 00 43.7
 NB1848;SPC NY C     -   987,755.12    825,013.62   sFT  0.99993753   +0 00 43.7
 NB1848;UTM  18      - 4,729,911.869   371,804.800   MT  0.99980219   -1 03 43.2
 NB1848
 NB1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1848!SPC NY C     -   0.99994739  x   0.99993753  =   0.99988493
 NB1848!UTM  18      -   0.99994739  x   0.99980219  =   0.99974959
 NB1848
 NB1848|---------------------------------------------------------------------|
 NB1848| PID    Reference Object                     Distance      Geod. Az  |
 NB1848|                                                           dddmmss.s |
 NB1848| CZ7667 CORNELL RM 1                         36.576 METERS 08006     |
 NB1848| CZ7668 CORNELL RM 2                         38.756 METERS 18600     |
 NB1848| NB0748 OVID                                APPROX.21.2 KM 2584927.2 |
 NB1848| CZ7666 CORNELL AZ MK                                      3533912.5 |
 NB1848|---------------------------------------------------------------------|
 NB1848
 NB1848                          SUPERSEDED SURVEY CONTROL
 NB1848
 NB1848  NAD 83(1986)-  42 42 39.64430(N)    076 33 55.63113(W) AD(       ) 1
 NB1848  NAD 27      -  42 42 39.38800(N)    076 33 56.84500(W) AD(       ) 1
 NB1848
 NB1848.Superseded values are not recommended for survey control.
 NB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1848.See file dsdata.txt to determine how the superseded data were derived.
 NB1848
 NB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7180529912(NAD 83)
 NB1848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1848
 NB1848  HISTORY     - Date     Condition        Report By
 NB1848  HISTORY     - 1939     MONUMENTED       CGS
 NB1848  HISTORY     - 1942     SEE DESCRIPTION  CGS
 NB1848  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NB1848  HISTORY     - 1990     GOOD             USPSQD
 NB1848
 NB1848                          STATION DESCRIPTION
 NB1848
 NB1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1848'STATION IS LOCATED ABOUT 2 MILES, AIR LINE, SSW OF VENICE CENTER
 NB1848'AND 3.5 MILES NNW OF GENOA, ON THE PROPERTY OF MR. A.E. CORNELL.  IT
 NB1848'IS ABOUT 300 FEET W OF MR. CORNELLS RESIDENCE, IN THE NW CORNER OF
 NB1848'AN APPLE ORCHARD, 5 PACES S OF THE FENCE, 10 PACES S OF THE
 NB1848'CENTER LINE OF AN E-W ROAD AND 5 PACES E OF N-S FENCE.  STATION
 NB1848'MARK IS SET FLUSH WITH GROUND, AND STAMPED CORNELL, 1939.
 NB1848'
 NB1848'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NB1848'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1848'
 NB1848'REFERENCE MARK NO.1 IS 1 FOOT S OF E-W FENCE LINE AND 7 PACES
 NB1848'W OF FENCE CORNER.  IT PROJECTS 4 INCHES ABOVE THE GROUND, AND IS
 NB1848'STAMPED CORNELL, NO.1, 1939.
 NB1848'
 NB1848'REFERENCE MARK NO.2 IS 24 PACES N OF THE FENCE CORNER, 1 FOOT
 NB1848'E OF THE FENCE LINE.  IT PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 NB1848'STAMPED CORNELL, NO.2, 1939.
 NB1848'
 NB1848'AZIMUTH MARK IS IN THE SE CORNER OF THE CROSSROADS, 7 PACES
 NB1848'E OF THE CENTER LINE OF THE N-S ROAD AND 4 PACES S OF THE CENTER
 NB1848'LINE OF THE E-W ROAD, AND ABOUT 35 PACES SW OF THE SW CORNER OF
 NB1848'A DESERTED HOUSE.  IT PROJECTS 6 INCHES ABOVE THE GROUND.
 NB1848'
 NB1848'A WHITE PAINTED 4- BY 4-INCH WOODEN POST WAS PLACED AT STATION.  IT
 NB1848'PROJECTS 2 FEET ABOVE THE GROUND.
 NB1848'
 NB1848'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NB1848
 NB1848                          STATION RECOVERY (1942)
 NB1848
 NB1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 NB1848'THE STATION, REFERENCE, AND AZIMUTH* MARKS RECOVERED AS DESCRIBED,
 NB1848'AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION SUBMITTED BY
 NB1848'LIEUT. P.L. BERNSTEIN IN 1939 ADEQUATE.
 NB1848'
 NB1848'OBSERVATIONS MADE FROM A 90-FOOT TOWER.
 NB1848'
 NB1848'*TO REACH FROM THE STATION, GO E 0.15 MILE, TURN LEFT AND GO
 NB1848'N ON MACADAM ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT, AS
 NB1848'DESCRIBED IN ORIGINAL DESCRIPTION.
 NB1848
 NB1848                          STATION RECOVERY (1975)
 NB1848
 NB1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NB1848'STATION IS ON PROPERTY OF MR. WILLIAM BENNETT.  STATION MARK WAS
 NB1848'RECOVERED IN GOOD CONDITION.  RM NO.1 AND THE AZIMUTH MARK WERE
 NB1848'FOUND IN POOR CONDITION, BOTH HAVE BEEN HIT BY MACHINERY AND ARE
 NB1848'TILTED SEVERAL INCHES.  RM 2 WAS NOT FOUND, IT WAS REPORTED
 NB1848'DESTROYED BY PLOWING OPERATIONS.  VIEW FROM STATION IS OPEN A
 NB1848'GREAT DISTANCE IN THE NORTHEAST QUADRANT, BUT IN THE REMAINING 3
 NB1848'QUADRANTS VIEW IS LIMITED TO LESS THAN 1/2-MILE BY TREES AND
 NB1848'BUILDINGS.
 NB1848'
 NB1848'STATION MARK IS A STANDARD DISK STAMPED CORNELL 1939, SET IN THE
 NB1848'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 44
 NB1848'FEET SOUTH OF CENTER LINE OF COOK ROAD, 222 FEET WEST OF A HOUSE,
 NB1848'(ADDRESS NO. 2658), 29 FEET NORTHWEST OF THE WESTERN 1 OF 4 APPLE
 NB1848'TREES, AND 38 FEET SOUTHWEST OF THE WEST PINE IN A ROW OF FOUR
 NB1848'15-INCH PINES.
 NB1848'
 NB1848'RM NO.1 IS A STANDARD DISK STAMPED CORNELL NO 1 1939, SET IN THE
 NB1848'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NB1848'GROUND.  IT IS 25 FEET SOUTH OF CENTER LINE OF COOK ROAD, 107
 NB1848'FEET WEST-NORTHWEST OF NORTHWEST CORNER OF THE HOUSE, AND 124 FEET
 NB1848'NORTH FROM NORTHWEST CORNER OF THE BARN.
 NB1848'
 NB1848'AZIMUTH MARK IS A STANDARD DISK STAMPED CORNELL 1939, SET IN THE
 NB1848'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  TWO CHUNKS OF
 NB1848'CONCRETE ARE BROKEN OFF OF TOP OF THE MONUMENT AND PART OF THE
 NB1848'DISK HAS BEEN SHEARED OFF BY MACHINERY.
 NB1848'
 NB1848'TO REACH STATION FROM THE CROSSROAD INTERSECTION AT VENICE CENTER,
 NB1848'GO SOUTH ON NY RTE. 34 FOR 1.6 MILES TO A CROSSROAD.  TURN RIGHT
 NB1848'AND GO WEST 0.9 MILE TO A T-JUNCTION.  TURN LEFT AND GO SOUTH 0.15
 NB1848'MILE.  TAKE T-ROAD RIGHT AND GO 0.15 MILE TO THE BENNETT FARM ON
 NB1848'LEFT, AND STATION AT WEST END OF THE YARD.
 NB1848'
 NB1848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1848'2 MILES SSW OF VENICE CENTER.
 NB1848
 NB1848                          STATION RECOVERY (1990)
 NB1848
 NB1848'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2367 ***********************************************************************
 MZ2367  DESIGNATION -  CORNELL
 MZ2367  PID         -  MZ2367
 MZ2367  STATE/COUNTY-  NY/SARATOGA
 MZ2367  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2367
 MZ2367                         *CURRENT SURVEY CONTROL
 MZ2367  ___________________________________________________________________
 MZ2367* NAD 83(1996)-  42 58 07.99255(N)    073 44 08.19748(W)     ADJUSTED  
 MZ2367* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 MZ2367  ___________________________________________________________________
 MZ2367  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MZ2367  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 MZ2367
 MZ2367  HORZ ORDER  -  FIRST
 MZ2367
 MZ2367.The horizontal coordinates were established by classical geodetic methods
 MZ2367.and adjusted by the National Geodetic Survey in January 1999..
 MZ2367
 MZ2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2367
 MZ2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2367
 MZ2367.The geoid height was determined by GEOID03.
 MZ2367
 MZ2367;                    North         East     Units Scale Factor Converg.
 MZ2367;SPC NY E     -   459,499.362   212,354.405   MT  0.99994782   +0 31 15.7
 MZ2367;SPC NY E     - 1,507,540.82    696,699.41   sFT  0.99994782   +0 31 15.7
 MZ2367;UTM  18      - 4,758,135.272   603,110.903   MT  0.99973079   +0 51 42.8
 MZ2367
 MZ2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2367!SPC NY E     -   0.99998431  x   0.99994782  =   0.99993213
 MZ2367!UTM  18      -   0.99998431  x   0.99973079  =   0.99971511
 MZ2367
 MZ2367|---------------------------------------------------------------------|
 MZ2367| PID    Reference Object                     Distance      Geod. Az  |
 MZ2367|                                                           dddmmss.s |
 MZ2367| DA2452 CORNELL RM 1                         16.262 METERS 12411     |
 MZ2367| MZ2357 MACKAY                              APPROX. 3.7 KM 1502048.2 |
 MZ2367| DA2453 CORNELL RM 2                         16.122 METERS 17817     |
 MZ2367|---------------------------------------------------------------------|
 MZ2367
 MZ2367                          SUPERSEDED SURVEY CONTROL
 MZ2367
 MZ2367  NAD 83(1996)-  42 58 07.99509(N)    073 44 08.19830(W) AD(       ) 1
 MZ2367  NAD 83(1996)-  42 58 07.99539(N)    073 44 08.19841(W) AD(       ) 1
 MZ2367  NAD 83(1992)-  42 58 07.99605(N)    073 44 08.19807(W) AD(       ) 1
 MZ2367  NAD 83(1992)-  42 58 07.99628(N)    073 44 08.19817(W) AD(       ) 1
 MZ2367  NAD 83(1986)-  42 58 07.99698(N)    073 44 08.19729(W) AD(       ) 1
 MZ2367  NAD 27      -  42 58 07.72475(N)    073 44 09.76981(W) AD(       ) 1
 MZ2367  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 MZ2367
 MZ2367.Superseded values are not recommended for survey control.
 MZ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2367.See file dsdata.txt to determine how the superseded data were derived.
 MZ2367
 MZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0311158135(NAD 83)
 MZ2367_MARKER: DS = TRIANGULATION STATION DISK
 MZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2367_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2367
 MZ2367  HISTORY     - Date     Condition        Report By
 MZ2367  HISTORY     - 1973     MONUMENTED       NGS
 MZ2367  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 MZ2367  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 MZ2367
 MZ2367                          STATION DESCRIPTION
 MZ2367
 MZ2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2367'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MZ2367'
 MZ2367'THE STATION IS ABOUT 3 MILES EAST OF MALTA, 1 MILE SOUTH AND 1/2
 MZ2367'MILE EAST OF THE SOUTH END OF SARATOGA LAKE, ON A HILL LOCALLY
 MZ2367'KNOWN AS CORNELL HILL AND ON PROPERTY OF WILLIAM MACKAY.
 MZ2367'
 MZ2367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 MZ2367'STATE HIGHWAY 9P, WHICH IS ABOUT 1 MILE SOUTH OF MALTA RIDGE, GO
 MZ2367'SOUTHEAST ON HIGHWAY 9P FOR 2.4 MILES TO A SIDE ROAD RIGHT.  TURN
 MZ2367'RIGHT AND GO SOUTHEAST ON SARATOGA COUNTY ROAD 76 FOR 1.3 MILES
 MZ2367'TO A WOODS ROAD RIGHT WHERE THE ROAD CURVES TO THE LEFT.  TURN
 MZ2367'RIGHT AND GO SOUTH ON THE WOODS ROAD FOR 0.65 MILE TO A WOODS
 MZ2367'ROAD LEFT.  CONTINUE ON THE WOODS ROAD IN A SOUTHWESTERLY
 MZ2367'DIRECTION FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO
 MZ2367'WEST ABOUT 100 FEET, THEN TURN RIGHT AGAIN AND GO NORTH,
 MZ2367'UPHILL, FOR 0.15 MILE TO ABOUT THE HIGHEST POINT OF THE HILL,
 MZ2367'AN ABANDONED LOOKOUT TOWER, AND THE STATION JUST NORTH OF IT.
 MZ2367'
 MZ2367'STATION MARKS ARE STANDARD DISKS, STAMPED CORNELL 1973.  SURFACE
 MZ2367'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MZ2367'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 46.9 FEET NORTH
 MZ2367'OF THE NORTHWEST PIER OF THE LEG OF THE LOOKOUT TOWER, 25 FEET
 MZ2367'EAST OF AN 18 INCH OAK TREE AND 4 FEET SOUTH OF A WITNESS
 MZ2367'POST.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MZ2367'46 INCHES BELOW THE GROUND.
 MZ2367'
 MZ2367'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORNELL NO 1 1973,
 MZ2367'CEMENTED IN A DRILL HOLE IN THE PIER FOR THE NORTHEAST LEG OF THE
 MZ2367'LOOKOUT TOWER AND ABOUT 3 FEET HIGHER THAN THE STATION.
 MZ2367'
 MZ2367'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORNELL NO 2 1973,
 MZ2367'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 MZ2367'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 31.5 FEET WEST OF THE
 MZ2367'NORTHWEST PIER OF THE LOOKOUT TOWER, 8 FEET WEST OF THE CENTER OF
 MZ2367'THE WOODS ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MZ2367'
 MZ2367'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 MZ2367
 MZ2367                          STATION RECOVERY (2001)
 MZ2367
 MZ2367'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2367'RM 2 INTACT.  RM 1 CHISELED OFF.
 MZ2367
 MZ2367                          STATION RECOVERY (2005)
 MZ2367
 MZ2367'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3972 ***********************************************************************
 KU3972  DESIGNATION -  CORNELL 1932
 KU3972  PID         -  KU3972
 KU3972  STATE/COUNTY-  NY/NEW YORK
 KU3972  USGS QUAD   -  CENTRAL PARK (1979)
 KU3972
 KU3972                         *CURRENT SURVEY CONTROL
 KU3972  ___________________________________________________________________
 KU3972* NAD 83(1996)-  40 45 48.90843(N)    073 57 13.27336(W)     ADJUSTED  
 KU3972* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KU3972  ___________________________________________________________________
 KU3972  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KU3972  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU3972
 KU3972  HORZ ORDER  -  THIRD
 KU3972
 KU3972.The horizontal coordinates were established by classical geodetic methods
 KU3972.and adjusted by the National Geodetic Survey in January 1999..
 KU3972
 KU3972.The orthometric height was scaled from a topographic map.
 KU3972
 KU3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3972
 KU3972.The geoid height was determined by GEOID03.
 KU3972
 KU3972;                    North         East     Units Scale Factor Converg.
 KU3972;SPC NY E     -   214,439.574   196,123.476   MT  0.99992618   +0 21 24.2
 KU3972;SPC NY E     -   703,540.50    643,448.44   sFT  0.99992618   +0 21 24.2
 KU3972;SPC NJ       -   214,439.574   196,123.476   MT  0.99992618   +0 21 24.2
 KU3972;SPC NJ       -   703,540.50    643,448.44   sFT  0.99992618   +0 21 24.2
 KU3972;UTM  18      - 4,513,039.898   588,310.926   MT  0.99969599   +0 40 59.6
 KU3972
 KU3972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3972!SPC NY E     -   1.00000423  x   0.99992618  =   0.99993041
 KU3972!SPC NJ       -   1.00000423  x   0.99992618  =   0.99993041
 KU3972!UTM  18      -   1.00000423  x   0.99969599  =   0.99970022
 KU3972
 KU3972:                Primary Azimuth Mark                     Grid Az
 KU3972:SPC NY E     -  HOG BACK BEACON                          042 55 42.0
 KU3972:SPC NJ       -  HOG BACK BEACON                          042 55 42.0
 KU3972:UTM  18      -  HOG BACK BEACON                          042 36 06.6
 KU3972
 KU3972|---------------------------------------------------------------------|
 KU3972| PID    Reference Object                     Distance      Geod. Az  |
 KU3972|                                                           dddmmss.s |
 KU3972| KU3974 HOG BACK BEACON                     APPROX. 2.7 KM 0431706.2 |
 KU3972| KU3943 BLACKWELLS ISLAND LIGHTHOUSE        APPROX. 1.5 KM 0475916.5 |
 KU3972| KU3544 BLACKWELLS ISLAND REEF BEACON       APPROX. 2.1 KM 2053621.4 |
 KU3972|---------------------------------------------------------------------|
 KU3972
 KU3972                          SUPERSEDED SURVEY CONTROL
 KU3972
 KU3972  NAD 83(1996)-  40 45 48.90852(N)    073 57 13.27405(W) AD(       ) 3
 KU3972  NAD 83(1992)-  40 45 48.90760(N)    073 57 13.27458(W) AD(       ) 3
 KU3972  NAD 83(1986)-  40 45 48.91094(N)    073 57 13.27349(W) AD(       ) 3
 KU3972  NAD 27      -  40 45 48.54400(N)    073 57 14.77800(W) AD(       ) 3
 KU3972
 KU3972.Superseded values are not recommended for survey control.
 KU3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3972.See file dsdata.txt to determine how the superseded data were derived.
 KU3972
 KU3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8831113040(NAD 83)
 KU3972_MARKER: DS = TRIANGULATION STATION DISK
 KU3972_SETTING: 0 = UNSPECIFIED SETTING
 KU3972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3972
 KU3972  HISTORY     - Date     Condition        Report By
 KU3972  HISTORY     - 1932     MONUMENTED       CGS
 KU3972  HISTORY     - 1933     GOOD             CGS
 KU3972
 KU3972                          STATION DESCRIPTION
 KU3972
 KU3972'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3972'THIS STATION IS ON THE W SIDE OF THE EAST RIVER, IN MANHATTAN AT
 KU3972'THE FOOT OF E 68TH STREET ATOP THE CORNELL MEDICAL CENTER (A
 KU3972'9-STORY, WHITE-BRICK BUILDING).  IT IS ON THE SE CORNER OF THE
 KU3972'COPING OF THE MAIN ROOF OF THE PSYCHIATRIC WARD.  ACCESS TO THIS
 KU3972'STATION MAY BE HAD THROUGH TWO WINDOWS IN THE LABORATORY.
 KU3972'
 KU3972'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3972'STAMPED CORNELL-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KU3972'THE CONCRETE COPING.  NO REFERENCE MARKS WERE PLACED.  REFERENCE
 KU3972'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3972'
 KU3972'NORMAL TO OUTSIDE EDGE OF S COPING 0.972 METER
 KU3972'
 KU3972'NORMAL TO OUTSIDE EDGE OF E COPING 0.211 METER
 KU3972'
 KU3972'NORMAL TO INSIDE EDGE OF E COPING 0.102 METER
 KU3972'
 KU3972'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL SET-UPS SANS
 KU3972'TRIPOD, ON THE CONCRETE COPING.
 KU3972'
 KU3972'HEIGHT OF LIGHT ABOVE STATION MARK 1/4 METER.
 KU3972
 KU3972                          STATION RECOVERY (1933)
 KU3972
 KU3972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3972'STATION RECOVERED IN GOOD CONDITION, AS ORIGINALLY DESCRIBED, WITH
 KU3972'THE FOLLOWING EXCEPTION AND ADDITIONS.
 KU3972'
 KU3972'ONE REFERENCE MEASUREMENT SHOULD BE CHANGED TO READ--
 KU3972'
 KU3972'NORMAL TO OUTSIDE EDGE OF E COPING 0.116 METER.
 KU3972'
 KU3972'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3972'
 KU3972'TO SE CORNER OF COPING OUTSIDE 0.972 METER
 KU3972'
 KU3972'TO CENTER OF VENT PIPE IN SE CORNER 0.646 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0311 ***********************************************************************
 NB0311  DESIGNATION -  CORNELL 1934
 NB0311  PID         -  NB0311
 NB0311  STATE/COUNTY-  NY/TOMPKINS
 NB0311  USGS QUAD   -  ITHACA EAST (1978)
 NB0311
 NB0311                         *CURRENT SURVEY CONTROL
 NB0311  ___________________________________________________________________
 NB0311* NAD 83(1986)-  42 26 34.     (N)    076 28 12.     (W)     SCALED    
 NB0311* NAVD 88     -       264.517  (meters)     867.84   (feet)  ADJUSTED  
 NB0311  ___________________________________________________________________
 NB0311  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NB0311  DYNAMIC HT  -         264.429 (meters)     867.55  (feet)  COMP
 NB0311  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NB0311
 NB0311  VERT ORDER  -  FIRST     CLASS II
 NB0311
 NB0311.The horizontal coordinates were scaled from a topographic map and have
 NB0311.an estimated accuracy of +/- 6 seconds.
 NB0311
 NB0311.The orthometric height was determined by differential leveling
 NB0311.and adjusted by the National Geodetic Survey in June 1991..
 NB0311
 NB0311.The geoid height was determined by GEOID03.
 NB0311
 NB0311.The dynamic height is computed by dividing the NAVD 88
 NB0311.geopotential number by the normal gravity value computed on the
 NB0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0311.degrees latitude (g = 980.6199 gals.).
 NB0311
 NB0311.The modeled gravity was interpolated from observed gravity values.
 NB0311
 NB0311;                    North         East    Units  Estimated Accuracy
 NB0311;SPC NY C     -   271,280.      259,320.      MT  (+/- 180 meters Scaled)
 NB0311
 NB0311                          SUPERSEDED SURVEY CONTROL
 NB0311
 NB0311  NGVD 29 (??/??/92)  264.678  (m)          868.36   (f) ADJ UNCH    1 2
 NB0311
 NB0311.Superseded values are not recommended for survey control.
 NB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0311.See file dsdata.txt to determine how the superseded data were derived.
 NB0311
 NB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM791999(NAD 83)
 NB0311_MARKER: DB = BENCH MARK DISK
 NB0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0311_SP_SET: BRIDGE
 NB0311_STAMPING: CORNELL 1934
 NB0311_MARK LOGO: CGS   
 NB0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0311
 NB0311  HISTORY     - Date     Condition        Report By
 NB0311  HISTORY     - 1934     MONUMENTED       CGS
 NB0311  HISTORY     - 1964     GOOD             NGS
 NB0311  HISTORY     - 1982     GOOD             NGS
 NB0311  HISTORY     - 20000503 GOOD             NGS
 NB0311  HISTORY     - 20010331 POOR             NGS
 NB0311
 NB0311                          STATION DESCRIPTION
 NB0311
 NB0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0311'0.4 MI E FROM EAST ITHACA.
 NB0311'ON THE CORTLAND TO ELMIRA BRANCH OF THE LEHIGH VALLEY RAILWAY, ON THE
 NB0311'SOUTH END OF THE NORTHWEST WINGWALL OF CONCRETE RAILWAY BRIDGE OVER A
 NB0311'GRAVEL HIGHWAY, 75 YARDS SOUTH OF NEW YORK STATE HIGHWAY NO. 13,
 NB0311'3 1/2 RAILS WEST OF RAILWAY BRIDGE NO. B51, 30 YARDS NORTH OF
 NB0311'IRRIGATION PUMP HOUSE. NOTE-- THE IRRIGATION PUMPHOUSE IS GONE.
 NB0311
 NB0311                          STATION RECOVERY (1964)
 NB0311
 NB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NB0311'RECOVERED IN GOOD CONDITION.
 NB0311
 NB0311                          STATION RECOVERY (1982)
 NB0311
 NB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0311'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0311'1.76 KM (1.1 MI) NORTHEAST ALONG STATE HIGHWAY 366 FROM THE
 NB0311'JUNCTION OF STATE HIGHWAY 79 IN ITHACA, THENCE 0.16 KM
 NB0311'(0.10 MI) SOUTHEAST ALONG JUDD FALLS ROAD TO AN ABANDONED
 NB0311'RAILROAD OVERPASS AND THE MARK ON THE RIGHT, IN TOP OF
 NB0311'THE NORTH END OF THE NORTHWEST WINGWALL, 5.48 METERS
 NB0311'(18.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 NB0311'THE MARK IS 4.87 M ABOVE HIGHWAY.
 NB0311
 NB0311                          STATION RECOVERY (2000)
 NB0311
 NB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (TGW)
 NB0311'JUDD FALLS ROAD IS NOW PINE CREEK ROAD.
 NB0311
 NB0311                          STATION RECOVERY (2001)
 NB0311
 NB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1830 ***********************************************************************
 NB1830  DESIGNATION -  CORNELL U ENG SCH MK PIPE 1939
 NB1830  PID         -  NB1830
 NB1830  STATE/COUNTY-  NY/SCHUYLER
 NB1830  USGS QUAD   -  MONTOUR FALLS (1978)
 NB1830
 NB1830                         *CURRENT SURVEY CONTROL
 NB1830  ___________________________________________________________________
 NB1830* NAD 83(1996)-  42 17 56.18262(N)    076 48 30.81172(W)     ADJUSTED  
 NB1830* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 NB1830  ___________________________________________________________________
 NB1830  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 NB1830  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NB1830
 NB1830  HORZ ORDER  -  SECOND
 NB1830
 NB1830.The horizontal coordinates were established by classical geodetic methods
 NB1830.and adjusted by the National Geodetic Survey in January 1999..
 NB1830.No horizontal observational check was made to the station.
 NB1830
 NB1830.The orthometric height was scaled from a topographic map.
 NB1830
 NB1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1830
 NB1830.The geoid height was determined by GEOID03.
 NB1830
 NB1830;                    North         East     Units Scale Factor Converg.
 NB1830;SPC NY C     -   255,321.530   231,428.646   MT  0.99994174   -0 09 05.7
 NB1830;SPC NY C     -   837,667.39    759,278.82   sFT  0.99994174   -0 09 05.7
 NB1830;UTM  18      - 4,684,551.775   350,920.166   MT  0.99987346   -1 13 02.6
 NB1830
 NB1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1830!SPC NY C     -   0.99992569  x   0.99994174  =   0.99986743
 NB1830!UTM  18      -   0.99992569  x   0.99987346  =   0.99979916
 NB1830
 NB1830                          SUPERSEDED SURVEY CONTROL
 NB1830
 NB1830  NAD 83(1986)-  42 17 56.18623(N)    076 48 30.80920(W) AD(       ) 2
 NB1830  NAD 27      -  42 17 55.91700(N)    076 48 31.97500(W) AD(       ) 2
 NB1830
 NB1830.Superseded values are not recommended for survey control.
 NB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1830.See file dsdata.txt to determine how the superseded data were derived.
 NB1830
 NB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM5092084552(NAD 83)
 NB1830
 NB1830  HISTORY     - Date     Condition        Report By
 NB1830  HISTORY     - 1939     MONUMENTED       CGS
 NB1830
 NB1830                          STATION DESCRIPTION
 NB1830
 NB1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 NB1830'SEE STATION COUCH NYSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1912 ***********************************************************************
 NB1912  DESIGNATION -  CORNING
 NB1912  PID         -  NB1912
 NB1912  STATE/COUNTY-  NY/STEUBEN
 NB1912  USGS QUAD   -  CORNING (1976)
 NB1912
 NB1912                         *CURRENT SURVEY CONTROL
 NB1912  ___________________________________________________________________
 NB1912* NAD 83(1996)-  42 08 32.92412(N)    077 04 38.96955(W)     ADJUSTED  
 NB1912* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 NB1912  ___________________________________________________________________
 NB1912  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NB1912  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 NB1912
 NB1912  HORZ ORDER  -  FIRST
 NB1912
 NB1912.The horizontal coordinates were established by classical geodetic methods
 NB1912.and adjusted by the National Geodetic Survey in January 1999..
 NB1912
 NB1912.The orthometric height was scaled from a topographic map.
 NB1912
 NB1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1912
 NB1912.The geoid height was determined by GEOID03.
 NB1912
 NB1912;                    North         East     Units Scale Factor Converg.
 NB1912;SPC NY C     -   238,036.970   209,152.575   MT  0.99995802   -0 19 53.7
 NB1912;SPC NY C     -   780,959.63    686,194.74   sFT  0.99995802   -0 19 53.7
 NB1912;UTM  18      - 4,667,684.484   328,327.619   MT  0.99996264   -1 23 39.4
 NB1912
 NB1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1912!SPC NY C     -   0.99992407  x   0.99995802  =   0.99988210
 NB1912!UTM  18      -   0.99992407  x   0.99996264  =   0.99988672
 NB1912
 NB1912:                Primary Azimuth Mark                     Grid Az
 NB1912:SPC NY C     -  CORNING AZ MK                            064 18 52.3
 NB1912:UTM  18      -  CORNING AZ MK                            065 22 38.0
 NB1912
 NB1912|---------------------------------------------------------------------|
 NB1912| PID    Reference Object                     Distance      Geod. Az  |
 NB1912|                                                           dddmmss.s |
 NB1912| DA1615 CORNING AZ MK                                      0635858.6 |
 NB1912| DA1616 CORNING AZ MK 2                                    0674325.2 |
 NB1912| DA1617 CORNING RM 1                         39.716 METERS 14320     |
 NB1912| DA1618 CORNING RM 2                         34.564 METERS 23233     |
 NB1912|---------------------------------------------------------------------|
 NB1912
 NB1912                          SUPERSEDED SURVEY CONTROL
 NB1912
 NB1912  NAD 83(1986)-  42 08 32.92966(N)    077 04 38.96412(W) AD(       ) 1
 NB1912  NAD 27      -  42 08 32.66200(N)    077 04 40.07400(W) AD(       ) 1
 NB1912
 NB1912.Superseded values are not recommended for survey control.
 NB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1912.See file dsdata.txt to determine how the superseded data were derived.
 NB1912
 NB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2832867684(NAD 83)
 NB1912_MARKER: DS = TRIANGULATION STATION DISK
 NB1912_SETTING: 66 = SET IN ROCK OUTCROP
 NB1912
 NB1912  HISTORY     - Date     Condition        Report By
 NB1912  HISTORY     - 1939     MONUMENTED       CGS
 NB1912  HISTORY     - 1971     GOOD             NGS
 NB1912  HISTORY     - 1974     GOOD             NYDT
 NB1912  HISTORY     - 1978     GOOD             NGS
 NB1912
 NB1912                          STATION DESCRIPTION
 NB1912
 NB1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1912'STATION IS LOCATED ABOUT 1.25 MILES WEST OF THE CENTER OF CORNING
 NB1912'AND ABOUT 1-1/2 MILES SOUTHEAST OF PAINTED POST ON THE HIGHEST
 NB1912'PART AND NORTHEAST CORNER OF HIGMAN HILL ON THE PROPERTY OF MRS.
 NB1912'IDA E. FISH.  STATION, REFERENCE MARKS AND AZIMUTH ARE STAMPED
 NB1912'CORNING 1939.
 NB1912'
 NB1912'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 NB1912'DISKS SET IN OUTCROPPING BEDROCK AND IN CONCRETE.
 NB1912'
 NB1912'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN CORNING
 NB1912'GO SOUTH UPHILL TO THE FIRST CROSS STREET, TURN RIGHT (WEST) AND
 NB1912'GO 0.3 MILE TO WASHINGTON STREET, TURN LEFT ON WASHINGTON
 NB1912'STREET AND GO SOUTH 0.35 MILE TO STREET FORKS, TAKE RIGHT FORK AND
 NB1912'GO UPHILL ON DIRT ROAD 0.75 MILE TO FORK, TAKE LEFT FORK AND GO
 NB1912'0.3 MILE TO DIM ROAD TO THE RIGHT INTO HAY FIELD, TURN RIGHT INTO
 NB1912'FIELD AND GO 0.15 MILE FOLLOWING EAST EDGE OF FIELD, TURN
 NB1912'RIGHT, EAST, TOWARD TOP AND GO ACROSS ABANDONED FIELD 0.15 MILE
 NB1912'TO HIGH PART OF HILL AT THE NORTHEAST TO STATION.
 NB1912'
 NB1912'AZIMUTH MARK IS ABOUT 1-1/2 MILES NORTHEAST OF STATION IN
 NB1912'CURB AT THE NORTHWEST SIDE OF BRIDGE ON HIGHWAY 17 AT WESTERN SIDE
 NB1912'OF TOWN.
 NB1912'
 NB1912'A WHITE POST STAMPED U.S. TRIANGULATION ABOUT 18 INCHES ABOVE
 NB1912'THE GROUND IS 5 FEET FROM THE STATION.
 NB1912'
 NB1912'BY A LITTLE CLEARING TO THE NORTHEAST ALL LIGHTS BUT LYONS ARE
 NB1912'VISIBLE FROM THE GROUND.  A 77-FOOT TOWER IS NEEDED TO LYONS.
 NB1912'
 NB1912'REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS STATION ON THE
 NB1912'TOP OF HILL.
 NB1912
 NB1912                          STATION RECOVERY (1971)
 NB1912
 NB1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NB1912'STATION MARK AND BOTH REFERENCE MARKS WERE IN GOOD CONDITION.  THE
 NB1912'AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED TO BE COVERED BY
 NB1912'RESURFACING ON THE OLD BRIDGE.  A NEW AZIMUTH MARK WAS
 NB1912'ESTABLISHED.  DISTANCE TO RM NO. 1 IS .028 FT. LESS THAN 1939
 NB1912'DISTANCE.  DISTANCE TO RM NO. 2 IS .066 FT, LESS THAN 1939
 NB1912'DISTANCE.  OBSERVED ANGLE TO RM NO. 1 IS 4 MIN 42 SEC LOWER THAN
 NB1912'1939 ANGLE AND ANGLE TO RM NO. 2 IS 1 MIN 25 SEC HIGHER THAN
 NB1912'1939 ANGLE.  A COMPLETE DESCRIPTION FOLLOWS--
 NB1912'
 NB1912'STATION IS LOCATED ON A BARE POINT ON THE NORTHEAST EDGE OF HILL
 NB1912'OVERLOOKING CORNING.  A NORTH-SOUTH POWER LINE, AND AN EAST-WEST
 NB1912'TELEVISION CABLE PASS OVER THE HILL NEAR THE STATION.
 NB1912'
 NB1912'TO REACH STATION FROM THE POST OFFICE IN CORNING, GO SOUTH ON
 NB1912'WALNUT ST. FOR 0.4 MILE.  TURN RIGHT AND GO 0.3 MILE ON 5TH
 NB1912'ST.  TURN LEFT ON WASHINGTON ST. AND GO 0.05 MILE TO FORK.  TAKE
 NB1912'RIGHT FORK AND GO UPHILL FOR 0.8 MILE.  TAKE SIDE ROAD RIGHT,
 NB1912'JUST BELOW OLD FARMHOUSE, AND GO 0.15 MILE.  TAKE LEFT FORK AND
 NB1912'FOLLOW TRACK ROAD 0.3 MILE TO TOP OF HILL.
 NB1912'
 NB1912'STATION MARK IS A STANDARD DISK STAMPED CORNING 1939, CEMENTED
 NB1912'IN A DRILL HOLE IN BEDROCK 6 INCHES BELOW GROUND LEVEL.  IT IS
 NB1912'4-1/2 FEET EAST OF CENTER LINE OF POWER LINE, 18.5 FEET SOUTH
 NB1912'OF THE TV CABLE LINE, 45 FEET SOUTHWEST OF TV CABLE POLE, 64.8
 NB1912'FEET NORTH OF A POWER LINE POLE, AND 71 FEET SOUTH OF THE
 NB1912'NORTH END POWER POLE OF THE LINE.
 NB1912'
 NB1912'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CORNING
 NB1912'NO 1 1939, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE PROJECTING
 NB1912'1 FOOT ON NORTHEAST SIDE AND FLUSH ON SOUTHWEST SIDE.  IT IS
 NB1912'12 FEET NORTHEAST OF CENTER OF POWER LINE AND 67 FEET SOUTHEAST
 NB1912'OF A POWER LINE POLE.
 NB1912'
 NB1912'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CORNING
 NB1912'NO 2 1939, CEMENTED IN A DRILL HOLE IN A 1 X 3-FOOT BEDROCK
 NB1912'OUTCROP PROJECTING 3 INCHES FROM GROUND.  IT IS 29.5 FEET SOUTH
 NB1912'OF CENTER LINE OF ROAD.
 NB1912'
 NB1912'AZIMUTH MARK IS A STANDARD DISK STAMPED CORNING 1939 1971,
 NB1912'CEMENTED IN A DRILL HOLE IN WEST END OF CONCRETE BULKHEAD ALONG
 NB1912'RIVER DIKE ON NORTH SIDE OF THE RIVER.  IT IS 36.2 FEET WEST
 NB1912'OF WEST RAIL OF RAILROAD TRACKS, 39.4 FEET NORTH-NORTHWEST OF THE
 NB1912'NORTH END OF THE RAILROAD BRIDGE ACROSS THE RIVER, 29 FEET
 NB1912'SOUTHEAST OF POWER POLE NO. 3-1/2, AND ABOUT 2 FEET LOWER THAN
 NB1912'TURF TOP OF DIKE.  TO REACH FROM INTERSECTION OF RIVER ST. AND
 NB1912'BRIDGE ST. IN CORNING, AT NORTH END OF THE BRIDGE ST. BRIDGE,
 NB1912'GO EAST ON RIVER ST. FOR 0.15 MILE TO RAILROAD TRACKS AND
 NB1912'AZIMUTH MARK.
 NB1912'
 NB1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1912'1-1/4 MILE SOUTHWEST OF CORNING.
 NB1912
 NB1912                          STATION RECOVERY (1974)
 NB1912
 NB1912'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1912'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 NB1912'1971.  VIEW FROM STATION IS OPEN TO NORTHEAST AND EAST.  AZIMUTH
 NB1912'MARK IS VISIBLE FROM STATION.  DISTANCE AND ANGLES TO RMS WERE NOT
 NB1912'CHECKED.
 NB1912'
 NB1912'STATION MARK IS A STANDARD DISK STAMPED CORNING 1939, CEMENTED
 NB1912'IN A DRILL HOLE IN BEDROCK 6 INCHES BELOW GROUND.
 NB1912'
 NB1912'RM NO. 1 IS A STANDARD DISK STAMPED CORNING NO. 1 1939, CEMENTED
 NB1912'IN A DRILL HOLE IN A 6-FOOT-LONG BEDROCK LEDGE PROJECTING 1 FOOT
 NB1912'ON THE NORTHEAST SIDE AND FLUSH ON SOUTHWEST SIDE.
 NB1912'
 NB1912'RM NO. 2 IS A STANDARD DISK STAMPED CORNING NO 2 1939, CEMENTED
 NB1912'IN A DRILL HOLE IN A 1 X 3-FOOT BEDROCK OUTCROP PROJECTING 3 INCHES.
 NB1912'
 NB1912'AZIMUTH MARK IS A STANDARD DISK STAMPED CORNING 1939 1971,
 NB1912'CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE FLOOD
 NB1912'BARRICADE BULKHEAD ALONG DIKE ON NORTH SIDE OF RIVER.  IT IS
 NB1912'36.2 FEET WEST OF WEST RAIL OF RAILROAD TRACKS, 39.4 FEET NNW
 NB1912'OF THE NORTH END OF THE WEST BEAM OF THE RAILROAD BRIDGE CROSSING
 NB1912'RIVER, 29 FEET SOUTHEAST OF POWER POLE NO. 3-1/2, AND 2 FEET
 NB1912'LOWER THAN TOP OF DIKE.  TO REACH THE MARK FROM INTERSECTION
 NB1912'OF RIVER AND BRIDGE STREETS IN CORNING, AT NORTH END OF THE
 NB1912'BRIDGE, GO EAST ON RIVER ST. ALONG NORTH SIDE OF DIKE FOR 0.15
 NB1912'MILE TO THE MARK.
 NB1912'
 NB1912'TO REACH STATION FROM THE POST OFFICE IN CORNING, GO SOUTH ON
 NB1912'WALNUT ST. FOR 0.4 MILE.  TURN RIGHT AND GO WEST 0.3 MILE ON
 NB1912'5TH STREET.  TURN LEFT AND GO 0.05 MILE ON WASHINGTON ST. TO
 NB1912'FORK.  TAKE RIGHT FORK AND GO UP GRADE 0.8 MILE TO FORK.  TAKE
 NB1912'RIGHT FORK AND GO 0.15 MILE.  TAKE LEFT FORK AND FOLLOW TRACK
 NB1912'ROAD 0.3 MILE TO TOP OF HILL AND STATION.
 NB1912
 NB1912                          STATION RECOVERY (1978)
 NB1912
 NB1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NB1912'RM 1 TO RM 2 OBSTRUCTED.
 NB1912'
 NB1912'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NB1912'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF
 NB1912'CONSTRUCTION.  THE STATE HIGHWAY DEPARTMENT HAS MADE TIES TO THE
 NB1912'MARK AND THE MARK WILL BE RESET IN THE SAME POSITION WHEN THE
 NB1912'CONSTRUCTION WORK IS COMPLETED.  THE 1971 DESCRIPTION IS ADEQUATE
 NB1912'FOR RECOVERING THE STATION.
 NB1912'
 NB1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST
 NB1912'OF CORNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1093 ***********************************************************************
 OG1093  DESIGNATION -  CORNUCOPIA
 OG1093  PID         -  OG1093
 OG1093  STATE/COUNTY-  NY/NIAGARA
 OG1093  USGS QUAD   -  
 OG1093
 OG1093                         *CURRENT SURVEY CONTROL
 OG1093  ___________________________________________________________________
 OG1093* NAD 83(1996)-  43 21 31.63795(N)    078 37 22.29637(W)     ADJUSTED  
 OG1093* NAVD 88     -        81.0    (meters)     266.     (feet)  VERTCON   
 OG1093  ___________________________________________________________________
 OG1093  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OG1093  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 OG1093
 OG1093  HORZ ORDER  -  THIRD
 OG1093
 OG1093.The horizontal coordinates were established by classical geodetic methods
 OG1093.and adjusted by the National Geodetic Survey in January 1999..
 OG1093
 OG1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1093
 OG1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1093
 OG1093.The geoid height was determined by GEOID03.
 OG1093
 OG1093;                    North         East     Units Scale Factor Converg.
 OG1093;SPC NY W     -   373,028.327   346,795.966   MT  0.99993763   -0 01 37.7
 OG1093;SPC NY W     - 1,223,843.77  1,137,779.77   sFT  0.99993763   -0 01 37.7
 OG1093;UTM  17      - 4,803,403.197   692,628.827   MT  1.00005646   +1 37 57.2
 OG1093
 OG1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1093!SPC NY W     -   0.99999296  x   0.99993763  =   0.99993059
 OG1093!UTM  17      -   0.99999296  x   1.00005646  =   1.00004942
 OG1093
 OG1093                          SUPERSEDED SURVEY CONTROL
 OG1093
 OG1093  NAD 83(1986)-  43 21 31.64436(N)    078 37 22.29581(W) AD(       ) 3
 OG1093  NGVD 29 (05/23/89)   81.2    (m)          266.     (f) VERT ANG       
 OG1093
 OG1093.Superseded values are not recommended for survey control.
 OG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1093.See file dsdata.txt to determine how the superseded data were derived.
 OG1093
 OG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ9262903403(NAD 83)
 OG1093_MARKER: DE = TRAVERSE STATION DISK
 OG1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG1093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1093+STABILITY: SURFACE MOTION
 OG1093
 OG1093  HISTORY     - Date     Condition        Report By
 OG1093  HISTORY     - 1982     MONUMENTED       NOS
 OG1093
 OG1093                          STATION DESCRIPTION
 OG1093
 OG1093'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1093'THE STATION IS LOCATED ALONG THE SOUTHERN SHORELINE OF LAKE
 OG1093'ONTARIO IN SOMERSET TOWNSHIP, WEST OF THE SOMERSET POWER PLANT
 OG1093'ON PRIVATE PROPERTY OWNED BY CORNUCOPIA FARMS A DIVISION OF
 OG1093'THE GERBER BABY FOODS COMPANY.
 OG1093'
 OG1093'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 18 AND 148
 OG1093'IN THE VILLAGE OF SOMERSET GO WEST ON HIGHWAY 18 FOR 5.6
 OG1093'KILOMETERS (3.5 MILES) TO THE ENTRANCE TO THE CORNUCOPIA FARMS
 OG1093'ON THE RIGHT.  TURN RIGHT AND GO NORTH BEHIND THE OFFICE AND
 OG1093'WAREHOUSES ON A GRAVEL ROAD 1.1 KILOMETERS (0.7 MILE) TO A BEND
 OG1093'IN THE ROAD TO THE RIGHT NEAR THE SHORELINE ON A HIGH BLUFF.
 OG1093'TURN RIGHT AROUND THE BEND AND GO FOR 0.1 KILOMETER (0.1 MILE)
 OG1093'THROUGH A ROW OF LOMBARDY POPLARS INTO A SMALL OPEN FIELD AREA
 OG1093'AND THE STATION ON THE LEFT NEAR A HIGH BLUFF OVERLOOKING
 OG1093'LAKE ONTARIO.
 OG1093'
 OG1093'THE STATION IS A STANDARD NOS DISK
 OG1093'STAMPED---CORNUCOPIA 1982---,
 OG1093'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OG1093'FLUSH WITH GROUND.  IT IS LOCATED
 OG1093'6.64 METERS (21.8 FT) SOUTHEAST FROM A NAIL IN A 10 INCH POPLAR,
 OG1093'5.36 METERS (17.6 FT) NORTHEAST FROM A NAIL IN A 14 INCH POPLAR,
 OG1093'3.709 METERS (12.17 FT) WEST FROM A STANDARD NOS WITNESS SIGN ON
 OG1093'A METAL FENCE POST, AND
 OG1093'2.4 METERS (8 FT) SOUTH FROM THE EDGE OF THE HIGH BLUFF.
 OG1093'
 OG1093'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2508 ***********************************************************************
 LY2508  DESIGNATION -  CORNWALL LANDING
 LY2508  PID         -  LY2508
 LY2508  STATE/COUNTY-  NY/ORANGE
 LY2508  USGS QUAD   -  CORNWALL (1981)
 LY2508
 LY2508                         *CURRENT SURVEY CONTROL
 LY2508  ___________________________________________________________________
 LY2508* NAD 83(1996)-  41 26 39.73826(N)    074 00 00.02143(W)     ADJUSTED  
 LY2508* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LY2508  ___________________________________________________________________
 LY2508  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 LY2508  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY2508
 LY2508  HORZ ORDER  -  THIRD
 LY2508
 LY2508.The horizontal coordinates were established by classical geodetic methods
 LY2508.and adjusted by the National Geodetic Survey in January 1999..
 LY2508
 LY2508.The orthometric height was scaled from a topographic map.
 LY2508
 LY2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2508
 LY2508.The geoid height was determined by GEOID03.
 LY2508
 LY2508;                    North         East     Units Scale Factor Converg.
 LY2508;SPC NY E     -   290,014.418   191,779.181   MT  0.99992147   +0 19 51.4
 LY2508;SPC NY E     -   951,488.97    629,195.53   sFT  0.99992147   +0 19 51.4
 LY2508;UTM  18      - 4,588,570.975   583,534.190   MT  0.99968587   +0 39 42.9
 LY2508
 LY2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2508!SPC NY E     -   1.00000484  x   0.99992147  =   0.99992631
 LY2508!UTM  18      -   1.00000484  x   0.99968587  =   0.99969071
 LY2508
 LY2508:                Primary Azimuth Mark                     Grid Az
 LY2508:SPC NY E     -  POLLELPEL ISLAND LIGHT                   031 21 11.9
 LY2508:UTM  18      -  POLLELPEL ISLAND LIGHT                   031 01 20.4
 LY2508
 LY2508|---------------------------------------------------------------------|
 LY2508| PID    Reference Object                     Distance      Geod. Az  |
 LY2508|                                                           dddmmss.s |
 LY2508| LX4415 POLLELPEL ISLAND LIGHT              APPROX. 1.4 KM 0314103.3 |
 LY2508| LX4388 BREAKNECK POINT 2 RESET             APPROX. 1.8 KM 0971129.6 |
 LY2508| LX4384 STORM KING RAILROAD WATER TANK      APPROX. 2.2 KM 1045306.0 |
 LY2508| LX4408 LITTLE STONY PT H RIV CO VENT       APPROX. 3.5 KM 1194935.9 |
 LY2508| CB3882 CORNWALL LANDING RM 1                12.830 METERS 14755     |
 LY2508| LY2492 NEWBURGH EPIPHANY APOS COLL TR      APPROX. 5.5 KM 3130101.3 |
 LY2508| CB3888 CORNWALL LANDING RM 2                18.000 METERS 32813     |
 LY2508| LY2503 NEWBURGH LARGE S GAS TANK           APPROX. 3.3 KM 3400345.3 |
 LY2508| LY2500 NEWBURGH SHIPYARD STACK             APPROX. 4.3 KM 3474216.8 |
 LY2508| LY2499 NEWBURGH SHIPYARD TANK              APPROX. 4.4 KM 3474522.7 |
 LY2508| LY2441 NEWBURGH MT ST MARY ACAD CROSS      APPROX. 7.5 KM 3511234.4 |
 LY2508| LY2497 NEWBURGH WASH WINTER QTRS FLAG      APPROX. 6.0 KM 3523149.0 |
 LY2508|---------------------------------------------------------------------|
 LY2508
 LY2508                          SUPERSEDED SURVEY CONTROL
 LY2508
 LY2508  NAD 83(1986)-  41 26 39.74001(N)    074 00 00.02398(W) AD(       ) 3
 LY2508  NAD 27      -  41 26 39.40100(N)    074 00 01.51200(W) AD(       ) 3
 LY2508
 LY2508.Superseded values are not recommended for survey control.
 LY2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2508.See file dsdata.txt to determine how the superseded data were derived.
 LY2508
 LY2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8353488571(NAD 83)
 LY2508_MARKER: Z = SEE DESCRIPTION
 LY2508_SETTING: 0 = UNSPECIFIED SETTING
 LY2508
 LY2508  HISTORY     - Date     Condition        Report By
 LY2508  HISTORY     - 1933     MONUMENTED       CGS
 LY2508
 LY2508                          STATION DESCRIPTION
 LY2508
 LY2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2508'STATION WAS SELECTED AND LOCATED FOR USE OF MR. PIA, CIVIL
 LY2508'ENGINEER AND GARAGE OWNER OF CORNWALL LANDING.  SITE IS AT AN
 LY2508'OLD WHARF OF THE HUDSON RIVER TO WHICH AN OLD ROAD LEADS DOWN
 LY2508'FROM THE NEW YORK ONTARIO AND WESTERN RAILWAY.  STATION ALONG A
 LY2508'SMALL STREAM.  CROSSING A SMALL WOODEN PLANK BRIDGE AND TURNING
 LY2508'RIGHT TO A LONE WILLOW TREE, STATION IS FOUND 5.2 METERS FROM
 LY2508'ITS BASE AT THE SIDE OF THE ROAD, AND 12 METERS FROM THE WATERS
 LY2508'EDGE, BEHIND THIS OLD DOCK.  THIS PROPERTY IS OWNED BY THE
 LY2508'LEVERTON-DIVINE COMPANY OF NEWBURGH.
 LY2508'
 LY2508'STATION IS STANDARD DISK IN CONCRETE POST 8- BY 8- BY 30-INCH
 LY2508'MARKED CORNWALL LDG. 1933.  REFERENCE MARKS ARE SIMILAR, ALMOST
 LY2508'IN RANGE WITH STATION, NO.1 TO E, ACROSS ROAD AT FENCE LINE,
 LY2508'AND NO.2 ACROSS THE CREEK AT EDGE OF ROAD.
 LY2508'
 LY2508'STATION SEES PALOPEL LIGHTHOUSE WHICH IS THE SELECTED AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2494 ***********************************************************************
 LY2494  DESIGNATION -  CORNWALL ON HUDSON BRICK CHIM
 LY2494  PID         -  LY2494
 LY2494  STATE/COUNTY-  NY/ORANGE
 LY2494  USGS QUAD   -  CORNWALL (1981)
 LY2494
 LY2494                         *CURRENT SURVEY CONTROL
 LY2494  ___________________________________________________________________
 LY2494* NAD 83(1996)-  41 26 40.83154(N)    074 00 02.95815(W)     ADJUSTED  
 LY2494* NAVD 88     -                                                        
 LY2494  ___________________________________________________________________
 LY2494  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 LY2494  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY2494
 LY2494  HORZ ORDER  -  THIRD
 LY2494
 LY2494.The horizontal coordinates were established by classical geodetic methods
 LY2494.and adjusted by the National Geodetic Survey in January 1999..
 LY2494
 LY2494
 LY2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2494
 LY2494.The geoid height was determined by GEOID03.
 LY2494
 LY2494;                    North         East     Units Scale Factor Converg.
 LY2494;SPC NY E     -   290,047.750   191,710.822   MT  0.99992140   +0 19 49.5
 LY2494;SPC NY E     -   951,598.33    628,971.26   sFT  0.99992140   +0 19 49.5
 LY2494;UTM  18      - 4,588,603.903   583,465.656   MT  0.99968573   +0 39 41.0
 LY2494
 LY2494                          SUPERSEDED SURVEY CONTROL
 LY2494
 LY2494  NAD 83(1986)-  41 26 40.83327(N)    074 00 02.96068(W) AD(       ) 4
 LY2494  NAD 27      -  41 26 40.49500(N)    074 00 04.45000(W) AD(       ) 3
 LY2494
 LY2494.Superseded values are not recommended for survey control.
 LY2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2494.See file dsdata.txt to determine how the superseded data were derived.
 LY2494
 LY2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8346688604(NAD 83)
 LY2494
 LY2494  HISTORY     - Date     Condition        Report By
 LY2494  HISTORY     - UNK      MONUMENTED
 LY2494  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LY2494
 LY2494                          STATION DESCRIPTION
 LY2494
 LY2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2494'RECOVERED.  NEW DESCRIPTION MADE.
 LY2494'
 LY2494'THIS IS A THIRD ORDER STATION, A RED BRICK STACK AT MEADE AND
 LY2494'TAFT LUMBER COMPANY, CORNWALL ON HUDSON, NEW YORK.  THE STACK IS
 LY2494'SQUARE AND GOES UP THROUGH THE BUILDING.
 LY2494'
 LY2494'THIS STATION RECOVERED FROM 1905 WORK.  J. B. BOUTELLE.  NO
 LY2494'ORIGINAL DESCRIPTION.
 LY2494'
 LY2494'NOT RECOMPUTED.
 LY2494'
 LY2494'HEIGHT OF SIGNAL ABOVE STATION MARK - 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2506 ***********************************************************************
 LY2506  DESIGNATION -  CORNWALL ON HUDSON PRESS
 LY2506  PID         -  LY2506
 LY2506  STATE/COUNTY-  NY/ORANGE
 LY2506  USGS QUAD   -  CORNWALL (1981)
 LY2506
 LY2506                         *CURRENT SURVEY CONTROL
 LY2506  ___________________________________________________________________
 LY2506* NAD 83(1996)-  41 27 05.89989(N)    074 01 02.40240(W)     ADJUSTED  
 LY2506* NAVD 88     -                                                        
 LY2506  ___________________________________________________________________
 LY2506  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 LY2506  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LY2506
 LY2506  HORZ ORDER  -  THIRD
 LY2506
 LY2506.The horizontal coordinates were established by classical geodetic methods
 LY2506.and adjusted by the National Geodetic Survey in January 1999..
 LY2506
 LY2506
 LY2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2506
 LY2506.The geoid height was determined by GEOID03.
 LY2506
 LY2506;                    North         East     Units Scale Factor Converg.
 LY2506;SPC NY E     -   290,813.227   190,326.756   MT  0.99992001   +0 19 10.3
 LY2506;SPC NY E     -   954,109.73    624,430.37   sFT  0.99992001   +0 19 10.3
 LY2506;UTM  18      - 4,589,361.193   582,077.518   MT  0.99968290   +0 39 02.0
 LY2506
 LY2506                          SUPERSEDED SURVEY CONTROL
 LY2506
 LY2506  NAD 83(1986)-  41 27 05.90171(N)    074 01 02.40512(W) AD(       ) 4
 LY2506  NAD 27      -  41 27 05.56000(N)    074 01 03.89300(W) AD(       ) 3
 LY2506
 LY2506.Superseded values are not recommended for survey control.
 LY2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2506.See file dsdata.txt to determine how the superseded data were derived.
 LY2506
 LY2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8207889361(NAD 83)
 LY2506
 LY2506  HISTORY     - Date     Condition        Report By
 LY2506  HISTORY     - 1933     MONUMENTED       CGS
 LY2506  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 LY2506
 LY2506                          STATION DESCRIPTION
 LY2506
 LY2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LY2506'THIS STATION IS A LARGE BLACK WATER TANK AT THE CORNWALL
 LY2506'PRESS.  THIS IS ON THE W BANK OF THE HUDSON RIVER AT CORNWALL ON
 LY2506'HUDSON.  THE NAME CORNWALL PRESS IS ON THE TANK IN LARGE LETTERS.
 LY2506'
 LY2506'HEIGHT OF SIGNAL ABOVE STATION MARK - 25 METERS.
 LY2506
 LY2506                          STATION RECOVERY (1994)
 LY2506
 LY2506'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3546 ***********************************************************************
 KU3546  DESIGNATION -  CORONA NORTH GAS HOLDER
 KU3546  PID         -  KU3546
 KU3546  STATE/COUNTY-  NY/QUEENS
 KU3546  USGS QUAD   -  BROOKLYN (1979)
 KU3546
 KU3546                         *CURRENT SURVEY CONTROL
 KU3546  ___________________________________________________________________
 KU3546* NAD 83(1996)-  40 43 49.48973(N)    073 53 07.13834(W)     ADJUSTED  
 KU3546* NAVD 88     -                                                        
 KU3546  ___________________________________________________________________
 KU3546  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KU3546  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU3546
 KU3546  HORZ ORDER  -  THIRD
 KU3546
 KU3546.The horizontal coordinates were established by classical geodetic methods
 KU3546.and adjusted by the National Geodetic Survey in January 1999..
 KU3546
 KU3546
 KU3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3546
 KU3546.The geoid height was determined by GEOID03.
 KU3546
 KU3546;                    North         East     Units Scale Factor Converg.
 KU3546;SPC NY L     -    62,608.125   309,688.118   MT  0.99999707   +0 04 30.0
 KU3546;SPC NY L     -   205,406.82  1,016,035.10   sFT  0.99999707   +0 04 30.0
 KU3546;SPC NY E     -   210,794.395   201,921.635   MT  0.99993317   +0 24 03.9
 KU3546;SPC NY E     -   691,581.28    662,471.23   sFT  0.99993317   +0 24 03.9
 KU3546;UTM  18      - 4,509,428.629   594,128.435   MT  0.99970905   +0 43 38.6
 KU3546
 KU3546                          SUPERSEDED SURVEY CONTROL
 KU3546
 KU3546  NAD 83(1996)-  40 43 49.48989(N)    073 53 07.13877(W) AD(       ) 4
 KU3546  NAD 83(1992)-  40 43 49.48905(N)    073 53 07.13972(W) AD(       ) 4
 KU3546  NAD 83(1986)-  40 43 49.49207(N)    073 53 07.13777(W) AD(       ) 4
 KU3546  NAD 27      -  40 43 49.12600(N)    073 53 08.64800(W) AD(       ) 3
 KU3546
 KU3546.Superseded values are not recommended for survey control.
 KU3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3546.See file dsdata.txt to determine how the superseded data were derived.
 KU3546
 KU3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9412809429(NAD 83)
 KU3546_MARKER: 51 = TANK
 KU3546
 KU3546  HISTORY     - Date     Condition        Report By
 KU3546  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3546
 KU3546                          STATION DESCRIPTION
 KU3546
 KU3546'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3546'THE NORTHERLY OF TWO GAS-HOLDERS, E OF THE EAST RIVER, IN THE
 KU3546'CORONA SECTION OF QUEENS S OF QUEENS BOULEVARD ON GRAND
 KU3546'AVENUE.  IT IS A BROWN, PLATE-STEEL, GAS-HOLDER.  THE AREA IN
 KU3546'BACK OF THIS GAS-HOLDER IS UNDEVELOPED.
 KU3546'
 KU3546'THE STATION IS THE GAS-HOLDERS TOP CENTER, APPROXIMATELY 210
 KU3546'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3550 ***********************************************************************
 KU3550  DESIGNATION -  CORONA SOUTH GAS HOLDER
 KU3550  PID         -  KU3550
 KU3550  STATE/COUNTY-  NY/QUEENS
 KU3550  USGS QUAD   -  BROOKLYN (1979)
 KU3550
 KU3550                         *CURRENT SURVEY CONTROL
 KU3550  ___________________________________________________________________
 KU3550* NAD 83(1996)-  40 43 46.53601(N)    073 53 05.72266(W)     ADJUSTED  
 KU3550* NAVD 88     -                                                        
 KU3550  ___________________________________________________________________
 KU3550  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KU3550  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU3550
 KU3550  HORZ ORDER  -  THIRD
 KU3550
 KU3550.The horizontal coordinates were established by classical geodetic methods
 KU3550.and adjusted by the National Geodetic Survey in January 1999..
 KU3550
 KU3550
 KU3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3550
 KU3550.The geoid height was determined by GEOID03.
 KU3550
 KU3550;                    North         East     Units Scale Factor Converg.
 KU3550;SPC NY L     -    62,517.056   309,721.458   MT  0.99999710   +0 04 31.0
 KU3550;SPC NY L     -   205,108.04  1,016,144.48   sFT  0.99999710   +0 04 31.0
 KU3550;SPC NY E     -   210,703.523   201,955.490   MT  0.99993321   +0 24 04.8
 KU3550;SPC NY E     -   691,283.14    662,582.30   sFT  0.99993321   +0 24 04.8
 KU3550;UTM  18      - 4,509,337.972   594,162.799   MT  0.99970913   +0 43 39.5
 KU3550
 KU3550                          SUPERSEDED SURVEY CONTROL
 KU3550
 KU3550  NAD 83(1996)-  40 43 46.53624(N)    073 53 05.72260(W) AD(       ) 4
 KU3550  NAD 83(1992)-  40 43 46.53546(N)    073 53 05.72322(W) AD(       ) 4
 KU3550  NAD 83(1986)-  40 43 46.53831(N)    073 53 05.72146(W) AD(       ) 4
 KU3550  NAD 27      -  40 43 46.16900(N)    073 53 07.25500(W) AD(       ) 3
 KU3550
 KU3550.Superseded values are not recommended for survey control.
 KU3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3550.See file dsdata.txt to determine how the superseded data were derived.
 KU3550
 KU3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9416309338(NAD 83)
 KU3550_MARKER: 51 = TANK
 KU3550
 KU3550  HISTORY     - Date     Condition        Report By
 KU3550  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3550
 KU3550                          STATION DESCRIPTION
 KU3550
 KU3550'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3550'THE SOUTHERLY OF TWO GAS-HOLDERS, E OF THE EAST RIVER, IN THE
 KU3550'CORONA SECTION OF QUEENS S OF QUEENS BOULEVARD ON GRAND
 KU3550'AVENUE.  IT IS A BROWN, PLATE-STEEL, GAS-HOLDER.  THE AREA IN
 KU3550'BACK OF THESE GAS HOLDERS IN UNDEVELOPED.
 KU3550'
 KU3550'THE STATION IS THE GAS-HOLDERS TOP-CENTER, APPROXIMATELY 210
 KU3550'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4018 ***********************************************************************
 LX4018  DESIGNATION -  CORT
 LX4018  PID         -  LX4018
 LX4018  STATE/COUNTY-  NY/WESTCHESTER
 LX4018  USGS QUAD   -  OSSINING (1979)
 LX4018
 LX4018                         *CURRENT SURVEY CONTROL
 LX4018  ___________________________________________________________________
 LX4018* NAD 83(1996)-  41 14 03.67925(N)    073 50 55.93121(W)     ADJUSTED  
 LX4018* NAVD 88     -       113.9    (meters)     374.     (feet)  VERTCON   
 LX4018  ___________________________________________________________________
 LX4018  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 LX4018  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 LX4018
 LX4018  HORZ ORDER  -  FIRST
 LX4018
 LX4018.The horizontal coordinates were established by classical geodetic methods
 LX4018.and adjusted by the National Geodetic Survey in January 1999..
 LX4018
 LX4018.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4018
 LX4018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4018
 LX4018.The geoid height was determined by GEOID03.
 LX4018
 LX4018;                    North         East     Units Scale Factor Converg.
 LX4018;SPC NY E     -   266,776.008   204,583.157   MT  0.99993665   +0 25 45.1
 LX4018;SPC NY E     -   875,247.62    671,203.24   sFT  0.99993665   +0 25 45.1
 LX4018;UTM  18      - 4,565,412.065   596,468.956   MT  0.99971453   +0 45 31.7
 LX4018
 LX4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4018!SPC NY E     -   0.99998698  x   0.99993665  =   0.99992363
 LX4018!UTM  18      -   0.99998698  x   0.99971453  =   0.99970152
 LX4018
 LX4018|---------------------------------------------------------------------|
 LX4018| PID    Reference Object                     Distance      Geod. Az  |
 LX4018|                                                           dddmmss.s |
 LX4018| AI8003 CORT RM 1                            21.407 METERS 01938     |
 LX4018| LX4236 YORKTOWN HTS MOHANSIC ST PK TK      APPROX. 5.2 KM 0373421.9 |
 LX4018| LX4030 TURKEY MT                           APPROX. 4.5 KM 0694800.1 |
 LX4018| AI8004 CORT RM 2                            18.615 METERS 25420     |
 LX4018| LX4001 NELSON MT FIRE TOWER                APPROX. 1.8 KM 3262712.3 |
 LX4018|---------------------------------------------------------------------|
 LX4018
 LX4018                          SUPERSEDED SURVEY CONTROL
 LX4018
 LX4018  NAD 83(1996)-  41 14 03.68024(N)    073 50 55.93207(W) AD(       ) 1
 LX4018  NAD 83(1992)-  41 14 03.67976(N)    073 50 55.93219(W) AD(       ) 1
 LX4018  NAD 83(1986)-  41 14 03.68093(N)    073 50 55.93224(W) AD(       ) 1
 LX4018  NAD 27      -  41 14 03.34083(N)    073 50 57.44227(W) AD(       ) 1
 LX4018  NGVD 29 (07/19/86)  114.2    (m)          375.     (f) VERT ANG       
 LX4018
 LX4018.Superseded values are not recommended for survey control.
 LX4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4018.See file dsdata.txt to determine how the superseded data were derived.
 LX4018
 LX4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9646965412(NAD 83)
 LX4018_MARKER: DS = TRIANGULATION STATION DISK
 LX4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4018_STAMPING: CORT 1966
 LX4018_MARK LOGO: CGS   
 LX4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4018
 LX4018  HISTORY     - Date     Condition        Report By
 LX4018  HISTORY     - 1966     MONUMENTED       CGS
 LX4018  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4018  HISTORY     - 19820720 GOOD             NGS
 LX4018
 LX4018                          STATION DESCRIPTION
 LX4018
 LX4018'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4018'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF CROTON-ON-HUDSON
 LX4018'(VILLAGE), 1/2 MILE NORTH OF THE CROTON CORNELL DAM AND JUST
 LX4018'EAST OF A PRIVATELY OWNED LANDING FIELD OWNED AND OPERATED BY
 LX4018'MR. JOHN R. NELSON.
 LX4018'
 LX4018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 WITH
 LX4018'STATE HIGHWAYS 9A AND 129, (IN THE WEST EDGE OF THE VILLAGE OF
 LX4018'CROTON-ON-HUDSON) GO IN AN EASTERLY DIRECTION ON STATE HIGHWAY
 LX4018'129 FOR 0.55 MILE TO THE ASHBURY METHODIST CHURCH AT THE CORNER
 LX4018'OF MAPLE STREET AND OLD POST ROAD.  CONTINUE NORTHEAST ON STATE
 LX4018'HIGHWAY 129 FOR 2.25 MILES TO A SINCLAIR SERVICE STATION ON THE
 LX4018'LEFT.  CONTINUE AHEAD ON STATE HIGHWAY 129 (YORKTOWN ROAD) FOR
 LX4018'0.6 MILE TO A FORK.  BEAR RIGHT, ON YORKTOWN ROAD FOR 0.05
 LX4018'MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH
 LX4018'LOCKED CABLE GATE AND GO SOUTHWEST ON A DIRT ROAD FOR 0.15 MILE
 LX4018'TO AN OLD BUS, USED FOR AN OFFICE FOR THE AIR STRIP.  BEAR
 LX4018'LEFT GOING TOWARD THE NORTHEAST END OF THE AIR STRIP,
 LX4018'CROSS END OF THE AIR STRIP, THEN BEAR RIGHT AND GO SOUTHWEST
 LX4018'ON A DIM TRACK ROAD PASSING THROUGH THE TIMBER, UPHILL,
 LX4018'FOR 0.15 MILE TO THE END OF THE TRACK ROAD AT THE SUMMIT AND THE
 LX4018'STATION.
 LX4018'
 LX4018'THE STATION MARK IS A STANDARD DISK STAMPED CORT 1966, SET IN
 LX4018'THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT PROJECTING
 LX4018'3 INCHES ABOVE THE GROUND.  IT IS 23 FEET NORTH-NORTHEAST OF A
 LX4018'24-INCH TWIN TRUNKED TREE, 4.1 FEET SOUTHEAST OF A METAL WITNESS
 LX4018'POST AND ON ABOUT THE HIGHEST PART OF HILL.
 LX4018'
 LX4018'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CORT NO 1 1966
 LX4018'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 LX4018'WITH THE GROUND.  IT IS 8 FEET NORTH OF THE CENTER OF THE DIM TRACK
 LX4018'ROAD AND SET ON THE NORTHEASTERN SLOPE OF HILL ABOUT 4 FEET LOWER
 LX4018'THAN THE STATION MARK.
 LX4018'
 LX4018'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CORT NO 2 1966,
 LX4018'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 LX4018'WITH THE GROUND.  IT IS 57.7 FEET WEST OF THE METAL WITNESS POST,
 LX4018'17 FEET NORTHWEST OF A TRIPLE TRUNKED TREE AND SET ON THE WESTERN
 LX4018'SLOPE OF HILL ABOUT 4-1/2 FEET LOWER THAN THE STATION MARK.
 LX4018'
 LX4018'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX4018'
 LX4018'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 LX4018
 LX4018                          STATION RECOVERY (1975)
 LX4018
 LX4018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4018'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 WAS
 LX4018'NOT FOUND.  VIEW FROM STATION IS OPEN FROM NORTHWEST CLOCKWISE
 LX4018'AROUND TO NORTHEAST.  THE REMAINING AREAS ARE BLOCKED.  SALT HILL
 LX4018'LOOKOUT TOWER IS VISIBLE FROM STATION.  STATION MARK IS 150 FEET
 LX4018'EAST-SOUTHEAST OF EDGE OF LANDING STRIP.
 LX4018'
 LX4018'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4018'
 LX4018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4018'3 MILES NE OF CROTON-ON-HUDSON.
 LX4018
 LX4018                          STATION RECOVERY (1982)
 LX4018
 LX4018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LX4018'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LX4018'CONDITION.  REFERENCE MARK 2 WAS SEACHED FOR BUT NOT RECOVERED.  THE
 LX4018'LEDGE MAY HAVE BROKEN OFF IN THAT AREA.  REFERENCE MARK 3 WAS
 LX4018'ESTABLISHED IN THE SAME AREA.  THE DISTANCE TO REFERENCE MARK 1
 LX4018'CHECKED THE AREA IS NOW UNDER DEVELOPEMENT TO BE SOME KIND OF HOUSING.
 LX4018'A NEW DECRIPTION FOLLOWS.
 LX4018'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF
 LX4018'CROTON-ON-HUDSON, 0.8 KM (0.50 MI) NORTH OF CROTON CORNELL DAM AND IN
 LX4018'AN AREA UNDER DEVELOPEMENT THAT IS KNOWN AS AIR PARK ACRES.  TO REACH
 LX4018'THE STATION FROM THE POST OFFICE IN CROTON-ON-HUDSON, GO NORTHEAST ON
 LX4018'STATE HIGHWAY 129 FOR 4.5 KM (2.80 MI) TO A FORK.  TAKE THE RIGHT FORK
 LX4018'AND CONTINUE ON HIGHWAY 129 FOR 1.0 KM (0.60 MI) TO A FORK, SHORT HILL
 LX4018'ROAD.  TAKE RIGHT FORK AND CONTINUE ON HIGHWAY 129 FOR ABOUT 200 FEET
 LX4018'(61.0 M) TO A SIDE ROAD RIGHT.  TURN RIGHT, INTO AIR PARK ACRES AND GO
 LX4018'SOUTH ON A PAVED ROAD FOR 0.2 KM (0.10 MI) TO A FORK.  TAKE RIGHT AND
 LX4018'GO SOUTHWEST ON PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON
 LX4018'LEFT, ON A HIGH BANK ABOUT 30 FEET (9.1 M) ABOVE LEVEL OF ROAD.
 LX4018'THE STATION IS A STANDARD CGS DISK STAMPED--CORT 1966--, SET INTO THE
 LX4018'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 LX4018'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 55.8 METERS
 LX4018'(183.1 FT) SOUTHEAST FROM THE EDGE OF ASPHALT DRIVE.  7.0 METERS (23.0
 LX4018'FT) NORTHEAST FROM A 30-INCH TWIN TRUNKED OAK TREE.  1.2 METER (3.9
 LX4018'FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.  7.0 METERS (23.0 FT)
 LX4018'SOUTHEAST FROM THE CENTER OF A DIM TRACK ROAD AT EDGE OF BANK.
 LX4018'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CORT NO 1 1966--,
 LX4018'SET INTO ROCK OUTCROP 8.0 FEET (2.4 M) LARGEST DIMENSION. LOCATED 31.4
 LX4018'METERS (103.0 FT) NORTHEAST FROM THE TWIN TRUNKED 30-INCH OAK TREE.
 LX4018'21.3 METERS (69.9 FT) NORTHEAST FROM THE METAL WITNESS POST.  2.1
 LX4018'METERS (6.9 FT) NORTHWEST FROM THE CENTER OF A DIM TRACK ROAD AND 1.2
 LX4018'METER (3.9 FT) LOWER THAN THE STATION.
 LX4018'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CORT 1966 NO 3
 LX4018'1982--, SET INTO ROCK OUTCROP 0.6 METER (2.0 FT) LARGEST DIMENSION.
 LX4018'LOCATED 15.5 METERS (50.9 FT) WEST-NORTHWEST FROM THE 30-INCH TWIN
 LX4018'TRUNKED OAK TREE.  17.2 METERS (56.4 FT) WEST FROM THE METAL WITNESS
 LX4018'POST.  2.1 METERS (6.9 FT) NORTHWEST FROM THE CENTER OF A DIM TRACK
 LX4018'ROAD.  0.6 METER (2.0 FT) EAST FROM A 4-INCH OAK TREE ON EDGE OF BANK
 LX4018'AND 1.2 METER (3.9 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0448 ***********************************************************************
 DI0448  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0448  DESIGNATION -  CORTLAND CORS ARP
 DI0448  CORS_ID     -  NYCL
 DI0448  PID         -  DI0448
 DI0448  STATE/COUNTY-  NY/CORTLAND
 DI0448  USGS QUAD   -  CORTLAND (1955)
 DI0448
 DI0448                         *CURRENT SURVEY CONTROL
 DI0448  ___________________________________________________________________
 DI0448* NAD 83(CORS)-  42 35 03.70737(N)    076 12 40.79281(W)     ADJUSTED  
 DI0448* NAVD 88     -                                                        
 DI0448  ___________________________________________________________________
 DI0448  EPOCH DATE  -        2002.00
 DI0448  X           -   1,121,053.945 (meters)                     COMP
 DI0448  Y           -  -4,568,013.837 (meters)                     COMP
 DI0448  Z           -   4,293,843.286 (meters)                     COMP
 DI0448  ELLIP HEIGHT-         330.90  (meters)          (06/??/06) GPS OBS
 DI0448  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DI0448
 DI0448  HORZ ORDER  -  SPECIAL (CORS)
 DI0448  ELLP ORDER  -  SPECIAL (CORS)
 DI0448
 DI0448.ITRF positions are available for this station.
 DI0448.The coordinates were established by GPS observations
 DI0448.and adjusted by the National Geodetic Survey in June 2006..
 DI0448.The coordinates are valid at the epoch date displayed above.
 DI0448.The epoch date for horizontal control is a decimal equivalence
 DI0448.of Year/Month/Day.
 DI0448
 DI0448
 DI0448.The PID for the CORS L1 Phase Center is DI0449.
 DI0448
 DI0448.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0448
 DI0448.The ellipsoidal height was determined by GPS observations
 DI0448.and is referenced to NAD 83.
 DI0448
 DI0448.The geoid height was determined by GEOID03.
 DI0448
 DI0448;                    North         East     Units Scale Factor Converg.
 DI0448;SPC NY C     -   287,067.441   280,535.167   MT  0.99994897   +0 15 06.2
 DI0448;SPC NY C     -   941,820.43    920,389.13   sFT  0.99994897   +0 15 06.2
 DI0448
 DI0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0448!SPC NY C     -   0.99994811  x   0.99994897  =   0.99989708
 DI0448
 DI0448                          SUPERSEDED SURVEY CONTROL
 DI0448
 DI0448.No superseded survey control is available for this station.
 DI0448
 DI0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0060315372(NAD 83)
 DI0448_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0448
 DI0448                          STATION DESCRIPTION
 DI0448
 DI0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0448'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0448'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0448'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0448'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0448'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0449 ***********************************************************************
 DI0449  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0449  DESIGNATION -  CORTLAND CORS L1 PHASE CENTER
 DI0449  CORS_ID     -  NYCL
 DI0449  PID         -  DI0449
 DI0449  STATE/COUNTY-  NY/CORTLAND
 DI0449  USGS QUAD   -  CORTLAND (1955)
 DI0449
 DI0449                         *CURRENT SURVEY CONTROL
 DI0449  ___________________________________________________________________
 DI0449* NAD 83(CORS)-  42 35 03.70745(N)    076 12 40.79275(W)     ADJUSTED  
 DI0449* NAVD 88     -                                                        
 DI0449  ___________________________________________________________________
 DI0449  EPOCH DATE  -        2002.00
 DI0449  X           -   1,121,053.965 (meters)                     COMP
 DI0449  Y           -  -4,568,013.914 (meters)                     COMP
 DI0449  Z           -   4,293,843.362 (meters)                     COMP
 DI0449  ELLIP HEIGHT-         331.01  (meters)          (06/??/06) GPS OBS
 DI0449  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DI0449
 DI0449  HORZ ORDER  -  SPECIAL (CORS)
 DI0449  ELLP ORDER  -  SPECIAL (CORS)
 DI0449
 DI0449.ITRF positions are available for this station.
 DI0449.The coordinates were established by GPS observations
 DI0449.and adjusted by the National Geodetic Survey in June 2006..
 DI0449.The coordinates are valid at the epoch date displayed above.
 DI0449.The epoch date for horizontal control is a decimal equivalence
 DI0449.of Year/Month/Day.
 DI0449
 DI0449
 DI0449.The PID for the CORS ARP is DI0448.
 DI0449
 DI0449.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0449
 DI0449.The ellipsoidal height was determined by GPS observations
 DI0449.and is referenced to NAD 83.
 DI0449
 DI0449.The geoid height was determined by GEOID03.
 DI0449
 DI0449;                    North         East     Units Scale Factor Converg.
 DI0449;SPC NY C     -   287,067.443   280,535.168   MT  0.99994897   +0 15 06.2
 DI0449;SPC NY C     -   941,820.44    920,389.13   sFT  0.99994897   +0 15 06.2
 DI0449
 DI0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0449!SPC NY C     -   0.99994809  x   0.99994897  =   0.99989706
 DI0449
 DI0449                          SUPERSEDED SURVEY CONTROL
 DI0449
 DI0449.No superseded survey control is available for this station.
 DI0449
 DI0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0060315372(NAD 83)
 DI0449_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0449
 DI0449                          STATION DESCRIPTION
 DI0449
 DI0449'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0449'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0449'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0449'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0449'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0449'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4239 ***********************************************************************
 LX4239  DESIGNATION -  CORTLANDT MUNICIPAL STANDPIPE
 LX4239  PID         -  LX4239
 LX4239  STATE/COUNTY-  NY/WESTCHESTER
 LX4239  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX4239
 LX4239                         *CURRENT SURVEY CONTROL
 LX4239  ___________________________________________________________________
 LX4239* NAD 83(1996)-  41 17 13.09835(N)    073 52 04.37336(W)     ADJUSTED  
 LX4239* NAVD 88     -                                                        
 LX4239  ___________________________________________________________________
 LX4239  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 LX4239  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LX4239
 LX4239  HORZ ORDER  -  THIRD
 LX4239
 LX4239.The horizontal coordinates were established by classical geodetic methods
 LX4239.and adjusted by the National Geodetic Survey in January 1999..
 LX4239
 LX4239
 LX4239.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4239
 LX4239.The geoid height was determined by GEOID03.
 LX4239
 LX4239;                    North         East     Units Scale Factor Converg.
 LX4239;SPC NY E     -   272,607.230   202,946.914   MT  0.99993449   +0 25 01.6
 LX4239;SPC NY E     -   894,378.89    665,835.00   sFT  0.99993449   +0 25 01.6
 LX4239;UTM  18      - 4,571,232.474   594,799.549   MT  0.99971060   +0 44 49.4
 LX4239
 LX4239                          SUPERSEDED SURVEY CONTROL
 LX4239
 LX4239  NAD 83(1996)-  41 17 13.09989(N)    073 52 04.37505(W) AD(       ) 4
 LX4239  NAD 83(1992)-  41 17 13.09979(N)    073 52 04.37507(W) AD(       ) 4
 LX4239  NAD 83(1986)-  41 17 13.10000(N)    073 52 04.37543(W) AD(       ) 4
 LX4239  NAD 27      -  41 17 12.76292(N)    073 52 05.88196(W) AD(       ) 3
 LX4239
 LX4239.Superseded values are not recommended for survey control.
 LX4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4239.See file dsdata.txt to determine how the superseded data were derived.
 LX4239
 LX4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9480071232(NAD 83)
 LX4239
 LX4239  HISTORY     - Date     Condition        Report By
 LX4239  HISTORY     - 1966     MONUMENTED       CGS
 LX4239
 LX4239                          STATION DESCRIPTION
 LX4239
 LX4239'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4239'THE POINT INTERSECTED WAS THE FINIAL OF THE STANDPIPE.  IT IS
 LX4239'METAL STRUCTURE WHICH IS PAINTED SILVER AND THE OVERALL HEIGHT
 LX4239'IS ABOUT 65 FEET.
 LX4239'
 LX4239'IT IS LOCATED ABOUT 0.7 MILE SOUTH OF THE BEAR MOUNTAIN PARKWAY,
 LX4239'0.1 MILE EAST OF CROTON AVENUE IN THE TOWN OF CORTLANDT.
 LX4239'
 LX4239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202
 LX4239'CROMPOUND ROAD) AND THE BEAR MOUNTAIN PARKWAY AT THE EAST EDGE OF
 LX4239'CORTLANDT, GO EAST ON HIGHWAY 202 FOR 0.15 MILE TO A SIDE ROAD
 LX4239'RIGHT.  TURN RIGHT AND GO SOUTH ON CROTON AVENUE FOR 0.15 MILE TO
 LX4239'A SIDE ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTH ON A PAVED
 LX4239'ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 LX4239'FOR 0.05 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2103 ***********************************************************************
 NB2103  CBN         -  This is a Cooperative Base Network Control Station.
 NB2103  DESIGNATION -  CORTPORT
 NB2103  PID         -  NB2103
 NB2103  STATE/COUNTY-  NY/CORTLAND
 NB2103  USGS QUAD   -  CORTLAND (1955)
 NB2103
 NB2103                         *CURRENT SURVEY CONTROL
 NB2103  ___________________________________________________________________
 NB2103* NAD 83(1996)-  42 35 36.33842(N)    076 12 52.43367(W)     ADJUSTED  
 NB2103* NAVD 88     -       356.9    (meters)    1171.     (feet)  GPS OBS   
 NB2103  ___________________________________________________________________
 NB2103  X           -   1,120,632.574 (meters)                     COMP
 NB2103  Y           -  -4,567,410.447 (meters)                     COMP
 NB2103  Z           -   4,294,580.038 (meters)                     COMP
 NB2103  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 NB2103  ELLIP HEIGHT-         324.12  (meters)          (12/03/02) GPS OBS
 NB2103  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB2103
 NB2103  HORZ ORDER  -  B
 NB2103  ELLP ORDER  -  THIRD     CLASS I
 NB2103
 NB2103.This mark is at Cortland Co-Chase Fld Airport (N03)
 NB2103
 NB2103.The horizontal coordinates were established by GPS observations
 NB2103.and adjusted by the National Geodetic Survey in July 1997..
 NB2103
 NB2103.The orthometric height was determined by GPS observations and a
 NB2103.high-resolution geoid model.
 NB2103
 NB2103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB2103
 NB2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2103
 NB2103.The ellipsoidal height was determined by GPS observations
 NB2103.and is referenced to NAD 83.
 NB2103
 NB2103.The geoid height was determined by GEOID03.
 NB2103
 NB2103;                    North         East     Units Scale Factor Converg.
 NB2103;SPC NY C     -   288,073.111   280,265.359   MT  0.99994877   +0 14 58.5
 NB2103;SPC NY C     -   945,119.87    919,503.93   sFT  0.99994877   +0 14 58.5
 NB2103;UTM  18      - 4,716,382.071   400,351.961   MT  0.99972217   -0 49 19.5
 NB2103
 NB2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2103!SPC NY C     -   0.99994917  x   0.99994877  =   0.99989794
 NB2103!UTM  18      -   0.99994917  x   0.99972217  =   0.99967135
 NB2103
 NB2103:                Primary Azimuth Mark                     Grid Az
 NB2103:SPC NY C     -  CORTPORT AZ MK                           226 04 30.9
 NB2103:UTM  18      -  CORTPORT AZ MK                           227 08 48.9
 NB2103
 NB2103|---------------------------------------------------------------------|
 NB2103| PID    Reference Object                     Distance      Geod. Az  |
 NB2103|                                                           dddmmss.s |
 NB2103| NB2104 CORTPORT AZ MK                      APPROX. 0.6 KM 2261929.4 |
 NB2103|---------------------------------------------------------------------|
 NB2103
 NB2103                          SUPERSEDED SURVEY CONTROL
 NB2103
 NB2103  ELLIP H (07/24/97)  324.13   (m)                       GP(       ) 1 1
 NB2103  NAD 83(1992)-  42 35 36.33776(N)    076 12 52.43301(W) AD(       ) B
 NB2103  NAD 83(1992)-  42 35 36.33776(N)    076 12 52.43302(W) AD(       ) B
 NB2103  ELLIP H (06/10/96)  324.08   (m)                       GP(       ) 1 1
 NB2103  NAD 83(1986)-  42 35 36.34837(N)    076 12 52.43123(W) AD(       ) 3
 NB2103  NAD 27      -  42 35 36.08581(N)    076 12 53.68567(W) AD(       ) 3
 NB2103  NGVD 29 (04/21/89)  357.2    (m)         1172.     (f) GPS OBS        
 NB2103
 NB2103.Superseded values are not recommended for survey control.
 NB2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2103.See file dsdata.txt to determine how the superseded data were derived.
 NB2103
 NB2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0035216382(NAD 83)
 NB2103_MARKER: I = METAL ROD
 NB2103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB2103_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB2103_STAMPING: CORTPORT 1988
 NB2103_MARK LOGO: NGS   
 NB2103_PROJECTION: FLUSH
 NB2103_MAGNETIC: I = MARKER IS A STEEL ROD
 NB2103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB2103+STABILITY: POSITION/ELEVATION WELL
 NB2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB2103+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 NB2103_ROD/PIPE-DEPTH: 5.8  meters
 NB2103_SLEEVE-DEPTH  : 1.0 meters
 NB2103
 NB2103  HISTORY     - Date     Condition        Report By
 NB2103  HISTORY     - 1988     MONUMENTED       NGS
 NB2103  HISTORY     - 19950525 GOOD             NYDT
 NB2103  HISTORY     - 19950525 GOOD             POPLI
 NB2103  HISTORY     - 19971029 GOOD             FA
 NB2103  HISTORY     - 19981019 GOOD             FA
 NB2103  HISTORY     - 19991208 GOOD             POPLI
 NB2103  HISTORY     - 20000814 GOOD             POPLI
 NB2103  HISTORY     - 20051024 GOOD             INDIV
 NB2103
 NB2103                          STATION DESCRIPTION
 NB2103
 NB2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NB2103'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF CORTLAND,
 NB2103'AT THE CORTLAND-CHASE FIELD AIRPORT, IN THE NORTH CORNER OF THE GRASS
 NB2103'STRIP BETWEEN THE PARALLEL TAXIWAY AND THE ASPHALT RUNWAY, AND IN THE
 NB2103'SOUTH ANGLE OF THE CONNECTING TAXIWAY AND PARALLEL TAXIWAY.
 NB2103'OWNERSHIP--CORTLAND COUNTY, C/O AIRPORT MANAGER EUGENE VISCOTHA, 922
 NB2103'GROTON AVENUE, CORTLAND NY 13045.  PHONE 607 753-0250.
 NB2103'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 281 AND 222,
 NB2103'AT THE WEST SIDE OF CORTLAND, GO WEST FOR 1.1 KM (0.70 MI) ON STATE
 NB2103'HIGHWAY 222 TO AN ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NB2103'FOR 0.2 KM (0.10 MI) ON THE ENTRANCE ROAD TO THE WEST SIDE OF THE
 NB2103'AIRPORT OFFICE AND HANGAR AND ACROSS RAMP TO THE JUNCTION OF THE MAIN
 NB2103'CONNECTING TAXIWAY AND PARALLEL TAXIWAY AND THE STATION ON THE RIGHT.
 NB2103'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NB2103'BELOW GROUND DRIVEN TO REFUSAL AT 5.8 METERS IN A GREASE FILLED SLEEVE
 NB2103'EXTENDING TO A DEPTH OF 1.0 METERS ENCASED IN A PVC PIPE COVERED BY A
 NB2103'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 45.1 M
 NB2103'(148.0 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 20.4 M (66.9 FT)
 NB2103'SOUTHWEST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY, 15.8 M
 NB2103'(51.8 FT) SOUTHEAST FROM THE CENTER OF THE PARALLEL TAXIWAY, AND 10.2
 NB2103'M (33.5 FT) WEST FROM THE SOUTHEAST END OF A 40 CM CORRUGATED METAL
 NB2103'CULVERT PIPE.
 NB2103'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 NB2103
 NB2103                          STATION RECOVERY (1995)
 NB2103
 NB2103'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 NB2103'RECOVERED AS DESCRIBED.
 NB2103
 NB2103                          STATION RECOVERY (1995)
 NB2103
 NB2103'RECOVERY NOTE BY POPLI CONSULTING ENGRS/SURVEYORS 1995 (TWR)
 NB2103'DESCRIPTION ADEQUATE.  SEE NGS DATA SHEET DESCRIPTION REPORT.
 NB2103
 NB2103                          STATION RECOVERY (1997)
 NB2103
 NB2103'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 NB2103'GOOD.
 NB2103
 NB2103                          STATION RECOVERY (1998)
 NB2103
 NB2103'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 NB2103'GOOD.
 NB2103
 NB2103                          STATION RECOVERY (1999)
 NB2103
 NB2103'RECOVERY NOTE BY POPLI CONSULTING ENGRS/SURVEYORS 1999 (KEC)
 NB2103'*SEE NGS MON.RECOVERY TIE SHEET.
 NB2103
 NB2103                          STATION RECOVERY (2000)
 NB2103
 NB2103'RECOVERY NOTE BY POPLI CONSULTING ENGRS/SURVEYORS 2000 (TWR)
 NB2103'SEE NGS TIE SHEET.
 NB2103
 NB2103                          STATION RECOVERY (2005)
 NB2103
 NB2103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JMB)
 NB2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2104 ***********************************************************************
 NB2104  DESIGNATION -  CORTPORT AZ MK
 NB2104  PID         -  NB2104
 NB2104  STATE/COUNTY-  NY/CORTLAND
 NB2104  USGS QUAD   -  CORTLAND (1955)
 NB2104
 NB2104                         *CURRENT SURVEY CONTROL
 NB2104  ___________________________________________________________________
 NB2104* NAD 83(1996)-  42 35 23.75323(N)    076 13 10.27179(W)     ADJUSTED  
 NB2104* NAVD 88     -       364.2    (meters)    1195.     (feet)  VERTCON   
 NB2104  ___________________________________________________________________
 NB2104  X           -   1,120,301.400 (meters)                     COMP
 NB2104  Y           -  -4,567,767.585 (meters)                     COMP
 NB2104  Z           -   4,294,298.840 (meters)                     COMP
 NB2104  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NB2104  ELLIP HEIGHT-         331.08  (meters)          (01/11/99) GPS OBS
 NB2104  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NB2104
 NB2104  HORZ ORDER  -  THIRD
 NB2104  ELLP ORDER  -  FOURTH    CLASS I
 NB2104
 NB2104.This mark is at Cortland Co-Chase Fld Airport (N03)
 NB2104
 NB2104.The horizontal coordinates were established by GPS observations
 NB2104.and adjusted by the National Geodetic Survey in January 1999..
 NB2104
 NB2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2104
 NB2104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB2104
 NB2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2104
 NB2104.The ellipsoidal height was determined by GPS observations
 NB2104.and is referenced to NAD 83.
 NB2104
 NB2104.The geoid height was determined by GEOID03.
 NB2104
 NB2104;                    North         East     Units Scale Factor Converg.
 NB2104;SPC NY C     -   287,683.035   279,860.360   MT  0.99994847   +0 14 46.4
 NB2104;SPC NY C     -   943,840.09    918,175.20   sFT  0.99994847   +0 14 46.4
 NB2104;UTM  18      - 4,715,999.724   399,939.832   MT  0.99972318   -0 49 31.3
 NB2104
 NB2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2104!SPC NY C     -   0.99994808  x   0.99994847  =   0.99989655
 NB2104!UTM  18      -   0.99994808  x   0.99972318  =   0.99967127
 NB2104
 NB2104:                Primary Azimuth Mark                     Grid Az
 NB2104:SPC NY C     -  CORTPORT                                 046 04 30.9
 NB2104:UTM  18      -  CORTPORT                                 047 08 48.6
 NB2104
 NB2104|---------------------------------------------------------------------|
 NB2104| PID    Reference Object                     Distance      Geod. Az  |
 NB2104|                                                           dddmmss.s |
 NB2104| NB2103 CORTPORT                            APPROX. 0.6 KM 0461917.3 |
 NB2104|---------------------------------------------------------------------|
 NB2104
 NB2104                          SUPERSEDED SURVEY CONTROL
 NB2104
 NB2104  NAD 83(1986)-  42 35 23.76106(N)    076 13 10.26829(W) AD(       ) 3
 NB2104  NAD 27      -  42 35 23.50007(N)    076 13 11.52538(W) AD(       ) 3
 NB2104  NGVD 29 (04/21/89)  364.3    (m)         1195.     (f) GPS OBS        
 NB2104
 NB2104.Superseded values are not recommended for survey control.
 NB2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2104.See file dsdata.txt to determine how the superseded data were derived.
 NB2104
 NB2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN9994016000(NAD 83)
 NB2104_MARKER: I = METAL ROD
 NB2104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB2104_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB2104_STAMPING: CORTPORT AZ MK 1988
 NB2104_MARK LOGO: NGS   
 NB2104_PROJECTION: FLUSH
 NB2104_MAGNETIC: I = MARKER IS A STEEL ROD
 NB2104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB2104+STABILITY: POSITION/ELEVATION WELL
 NB2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB2104+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NB2104_ROD/PIPE-DEPTH: 5.5  meters
 NB2104_SLEEVE-DEPTH  : 1.0 meters
 NB2104
 NB2104  HISTORY     - Date     Condition        Report By
 NB2104  HISTORY     - 1988     MONUMENTED       NGS
 NB2104  HISTORY     - 20021005 GOOD             USPSQD
 NB2104
 NB2104                          STATION DESCRIPTION
 NB2104
 NB2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NB2104'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF CORTLAND,
 NB2104'AT THE CORTLAND-CHASE FIELD AIRPORT, IN THE GRASS STRIP ON THE INSIDE
 NB2104'CORNER OF THE SOUTHWEST END OF THE PARALLEL TAXIWAY.
 NB2104'OWNERSHIP--CORTLAND COUNTY, C/O AIRPORT MANAGER EUGENE VISCOTHA, 922
 NB2104'GROTON AVENUE, CORTLAND NY 13045.  PHONE 607 753-0250.
 NB2104'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 281 AND 222
 NB2104'AT THE WEST SIDE OF CORTLAND, GO WEST FOR 1.1 KM (0.70 MI) ON STATE
 NB2104'HIGHWAY 222 TO AN ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 NB2104'FOR 0.2 KM (0.10 MI) TO THE WEST SIDE OF THE AIRPORT OFFICE AND HANGAR
 NB2104'AND ACROSS RAMP TO THE JUNCTION OF THE MAIN CONNECTING TAXIWAY AND
 NB2104'PARALLEL TAXIWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.58 KM (0.35 MI)
 NB2104'ALONG THE PARALLEL TAXIWAY TO THE STATION IN THE GRASS STRIP ON THE
 NB2104'INSIDE CORNER OF THE SOUTHWEST END OF THE PARALLEL TAXIWAY.
 NB2104'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NB2104'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.5 METERS IN A GREASE
 NB2104'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METERS ENCASED IS A PVC PIPE
 NB2104'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NB2104'45.1 M (148.0 FT) WEST OF THE CENTER OF THE RUNWAY, 28.8 M (94.5 FT)
 NB2104'NORTHEAST OF THE CENTER OF THE CONNECTING TAXIWAY, 24.5 M (80.4 FT)
 NB2104'WEST OF AN INDICATOR SIGN FOR RUNWAY 6 AND 15.8 M (51.8 FT) SOUTHEAST
 NB2104'OF THE CENTER OF THE PARALLEL TAXIWAY.
 NB2104'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 NB2104
 NB2104                          STATION RECOVERY (2002)
 NB2104
 NB2104'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 NB2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1749 ***********************************************************************
 NB1749  DESIGNATION -  CORVIR
 NB1749  PID         -  NB1749
 NB1749  STATE/COUNTY-  NY/CORTLAND
 NB1749  USGS QUAD   -  CORTLAND (1955)
 NB1749
 NB1749                         *CURRENT SURVEY CONTROL
 NB1749  ___________________________________________________________________
 NB1749* NAD 83(1996)-  42 33 15.52907(N)    076 08 55.43738(W)     ADJUSTED  
 NB1749* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 NB1749  ___________________________________________________________________
 NB1749  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 NB1749  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 NB1749
 NB1749  HORZ ORDER  -  FIRST
 NB1749
 NB1749.The horizontal coordinates were established by classical geodetic methods
 NB1749.and adjusted by the National Geodetic Survey in January 1999..
 NB1749
 NB1749.The orthometric height was scaled from a topographic map.
 NB1749
 NB1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1749
 NB1749.The geoid height was determined by GEOID03.
 NB1749
 NB1749;                    North         East     Units Scale Factor Converg.
 NB1749;SPC NY C     -   283,754.083   285,690.616   MT  0.99995317   +0 17 38.1
 NB1749;SPC NY C     -   930,949.85    937,303.30   sFT  0.99995317   +0 17 38.1
 NB1749;UTM  18      - 4,711,963.408   405,694.265   MT  0.99970942   -0 46 37.0
 NB1749
 NB1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1749!SPC NY C     -   0.99990900  x   0.99995317  =   0.99986217
 NB1749!UTM  18      -   0.99990900  x   0.99970942  =   0.99961845
 NB1749
 NB1749|---------------------------------------------------------------------|
 NB1749| PID    Reference Object                     Distance      Geod. Az  |
 NB1749|                                                           dddmmss.s |
 NB1749| CZ7670 CORVIR RM 1                          29.595 METERS 06908     |
 NB1749| NB1753 NICHOLS                             APPROX.22.5 KM 2713615.2 |
 NB1749| CZ7671 CORVIR RM 2                          27.758 METERS 28717     |
 NB1749| CZ7669 CORVIR AZ MK                                       2985430.2 |
 NB1749|---------------------------------------------------------------------|
 NB1749
 NB1749                          SUPERSEDED SURVEY CONTROL
 NB1749
 NB1749  NAD 83(1986)-  42 33 15.53522(N)    076 08 55.43794(W) AD(       ) 1
 NB1749  NAD 27      -  42 33 15.27800(N)    076 08 56.69800(W) AD(       ) 1
 NB1749
 NB1749.Superseded values are not recommended for survey control.
 NB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1749.See file dsdata.txt to determine how the superseded data were derived.
 NB1749
 NB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0569411963(NAD 83)
 NB1749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1749
 NB1749  HISTORY     - Date     Condition        Report By
 NB1749  HISTORY     - 1934     MONUMENTED       CGS
 NB1749  HISTORY     - 1939     SEE DESCRIPTION  CGS
 NB1749  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NB1749
 NB1749                          STATION DESCRIPTION
 NB1749
 NB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 NB1749'STATION IS ON THE MOST NORTHERLY OF THREE HIGH HILLS JUST SOUTH
 NB1749'OF CORTLAND, THE OTHER TWO FORMING A SADDLEBACK RIDGE ABOUT 1
 NB1749'MILE SOUTH OF THE STATION AND BEING HIGHER THAN THE ONE ON WHICH
 NB1749'THE STATION IS LOCATED.  THE STATION IS ABOUT 2 MILES SOUTH OF
 NB1749'CORTLAND, ON TOP OF A HILL THAT IS BARE EXCEPT FOR TREES ON THE
 NB1749'NORTHEAST SIDE.
 NB1749'
 NB1749'TO REACH FROM CORTLAND, GO SOUTH ON MAIN STREET ABOUT 2 MILES
 NB1749'TO A DIRT ROAD LEADING EAST ALONG THE BOTTOM OF A VALLEY.  THIS
 NB1749'ROAD STARTS CLIMBING A HILL ABOUT 1/2 MILE FROM THE PAVED ROAD,
 NB1749'AND 1.0 MILE EAST OF THE PAVED ROAD IT REACHES THE TOP OF THE
 NB1749'HILL.  THE STATION IS HERE, IN OPEN FIELD, 7 METERS SOUTH OF THE
 NB1749'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES.
 NB1749'
 NB1749'REFERENCE MARK NO.1 IS 29.593 METERS EAST-NORTHEAST OF THE
 NB1749'STATION, 3 METERS NORTH OF THE ROAD.
 NB1749'
 NB1749'REFERENCE MARK NO.2 IS 27.889 METERS WEST-NORTHWEST OF THE
 NB1749'STATION, 5 METERS NORTH OF THE ROAD.
 NB1749'
 NB1749'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTHWEST OF THE STATION IN
 NB1749'THE NORTHEAST ANGLE OF A DIRT T-ROAD INTERSECTION WITH THE PAVED
 NB1749'ROAD, 0.8 MILE NORTH OF THE DIRT T-ROAD LEADING TO THE STATION,
 NB1749'12 METERS EAST OF THE CENTERLINE OF THE PAVED ROAD, 11 METERS
 NB1749'NORTH OF THE CENTERLINE OF THE DIRT ROAD, OPPOSITE THE MAIL BOX
 NB1749'OF CHARLES SOMERS.
 NB1749'
 NB1749'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1749'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 NB1749'
 NB1749'A 64-FOOT TOWER NECESSARY.
 NB1749'
 NB1749'NO OTHER OBJECTS VISIBLE THROUGH HAZE.
 NB1749
 NB1749                          STATION RECOVERY (1939)
 NB1749
 NB1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1749'STATION IS LOCATED ABOUT 3.8 MILES SOUTH-SOUTHEAST OF CORTLAND,
 NB1749'1.6 MILES WEST-SOUTHWEST OF BLODGETT MILLS ON THE PROPERTY OF
 NB1749'MR. ALEX ZACURENKO, ON THE HIGHEST PART OF A HILL THAT IS BARE
 NB1749'EXCEPT FOR SOME WOODS ON THE NORTHEAST SIDE.  ABOUT 1 MILE
 NB1749'SOUTH-SOUTHEAST OF THE STATION IS A SADDLE-BACK RIDGE FORMED OF
 NB1749'TWO HILLS WHICH ARE WOODED ON TOP AND ARE SLIGHTLY HIGHER THAN
 NB1749'THE HILL ON WHICH THE STATION IS LOCATED.  STATION AND
 NB1749'UNDERGROUND MARKS ARE DESCRIBED IN NOTES 1A AND 7A
 NB1749'RESPECTIVELY.  STATION MARK IS STAMPED CORVIR, 1934 AND
 NB1749'PROJECTS ABOUT 6 INCHES.
 NB1749'
 NB1749'REFERENCE MARK NO.1 IS DESCRIBED IN NOTE 11A AND IS ON THE
 NB1749'WEST EDGE OF WOODS, 3.0 METERS NORTH OF THE CENTERLINE OF
 NB1749'ROAD.  IT IS STAMPED CORVIR, 1934 AND PROJECTS ABOUT 6 INCHES.
 NB1749'
 NB1749'REFERENCE MARK NO.2 IS DESCRIBED IN NOTE 11A AND IS 5.0 METERS
 NB1749'NORTH OF THE CENTERLINE OF ROAD.  IT IS STAMPED CORVIR, 1934,
 NB1749'AND PROJECTS ABOUT 6 INCHES ABOVE SURFACE.
 NB1749'
 NB1749'THE AZIMUTH MARK IS DESCRIBED IN NOTE 11A, AND IS LOCATED IN THE
 NB1749'NORTHEAST ANGLE OF A DIRT T-ROAD INTERSECTION WITH THE PAVED
 NB1749'ROAD.  IT IS 21 FEET SOUTHEAST OF A POWER POLE, 41 FEET EAST OF
 NB1749'CENTERLINE OF MACADAM ROAD AND 34 FEET NORTH OF CENTERLINE OF
 NB1749'GRAVEL ROAD.
 NB1749'
 NB1749'STATION IS REACHED AS FOLLOWS--FROM THE TRAFFIC LIGHT AT THE
 NB1749'INTERSECTION OF PORT WATSON STREET AND MAIN STREET IN CENTER OF
 NB1749'CORTLAND, GO SOUTH ON MAIN STREET, 3.15 MILES TO A NARROW T LEFT
 NB1749'IN A VALLEY, AT TWO MAIL BOXES ON RIGHT, ABOUT 100 YARDS NORTH
 NB1749'OF A RED BARN AND SILO.  TURN LEFT AND GO 1.35 MILES TO STATION
 NB1749'ON SUMMIT OF THE HILL.
 NB1749'
 NB1749'OLD DISTANCES TO REFERENCE MARKS ARE INCORRECT, THEY WERE
 NB1749'APPARENTLY INTERCHANGED.  THE DIRECTION TO REFERENCE MARK NO.2
 NB1749'WAS FOUND TO BE IN ERROR BY 60 DEGREES.
 NB1749'
 NB1749'THE DIRECTION TO AZIMUTH MARK CHECKED, EXCEPT THAT IT WAS
 NB1749'APPROXIMATELY 1-1/2 MILES FROM STATION.
 NB1749'
 NB1749'A 4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED
 NB1749'U.S. TRIANGULATION WAS PLACED AT THE STATION.  IT PROJECTS 2
 NB1749'FEET ABOVE THE GROUND.
 NB1749
 NB1749                          STATION RECOVERY (1974)
 NB1749
 NB1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NB1749'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, REFERENCE
 NB1749'MARK 1 HAS BEEN DESTROYED WHEN ROAD WAS WIDENED, REFERENCE MARK
 NB1749'2 IS TILTED ABOUT 45 DEGREES, AZIMUTH MARK WAS FOUND OUT OF
 NB1749'GROUND AND THE DISK WAS REMOVED AT THIS TIME.  UNABLE TO SEE IN
 NB1749'ANY DIRECTION FROM THE GROUND AT STATION BECAUSE OF TREES AND
 NB1749'BUILDINGS.
 NB1749'
 NB1749'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF CORTLAND
 NB1749'ABOUT 1-1/2 MILES WEST OF BLODGETT MILLS ON A WOODED HILL WITH
 NB1749'A GROUP OF SMALL ANTENNAS AND 3 BUILDINGS AT STATION SITE.
 NB1749'
 NB1749'TO REACH THE STATION FROM PORT WATSON STREET AND MAIN STREET
 NB1749'IN THE CENTER OF CORTLAND, GO SOUTH ON MAIN STREET FOR 3.25
 NB1749'MILES TO A SIDE ROAD LEFT IN THE VALLEY, TURN LEFT, GO EAST ON
 NB1749'GRAVEL ROAD FOR 1.35 MILE TO ANTENNAS AND THE STATION ON THE
 NB1749'RIGHT.
 NB1749'
 NB1749'STATION MARK IS A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 NB1749'ABOUT 3 INCHES ABOVE THE GROUND AND THE DISK IS STAMPED CORVIR
 NB1749'1934.  IT IS 83 FEET EAST OF CENTER OF DRIVEWAY, 65 FEET
 NB1749'NORTHWEST OF A WOODEN BUILDING, 31 FEET NORTHEAST OF NORTHEAST
 NB1749'CORNER OF CONCRETE BLOCK BUILDING, 18.5 FEET SOUTH OF TRACK
 NB1749'ROAD AND 2 FEET NORTH OF WITNESS POST.
 NB1749'
 NB1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1749'4 MILES SOUTH-SOUTHEAST OF CORTLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4455 ***********************************************************************
 KU4455  DESIGNATION -  COSMO
 KU4455  PID         -  KU4455
 KU4455  STATE/COUNTY-  NY/SUFFOLK
 KU4455  USGS QUAD   -  BELLPORT (1967)
 KU4455
 KU4455                         *CURRENT SURVEY CONTROL
 KU4455  ___________________________________________________________________
 KU4455* NAD 83(1996)-  40 52 16.34094(N)    072 52 54.77449(W)     ADJUSTED  
 KU4455* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KU4455  ___________________________________________________________________
 KU4455  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 KU4455  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4455
 KU4455  HORZ ORDER  -  SECOND
 KU4455
 KU4455.The horizontal coordinates were established by classical geodetic methods
 KU4455.and adjusted by the National Geodetic Survey in January 1999..
 KU4455
 KU4455.The orthometric height was scaled from a topographic map.
 KU4455
 KU4455.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4455
 KU4455.The geoid height was determined by GEOID03.
 KU4455
 KU4455;                    North         East     Units Scale Factor Converg.
 KU4455;SPC NY L     -    78,838.219   394,252.930   MT  0.99999497   +0 43 52.8
 KU4455;SPC NY L     -   258,655.06  1,293,478.15   sFT  0.99999497   +0 43 52.8
 KU4455;UTM  18      - 4,526,619.249   678,489.210   MT  0.99999213   +1 23 11.0
 KU4455
 KU4455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4455!SPC NY L     -   0.99999944  x   0.99999497  =   0.99999441
 KU4455!UTM  18      -   0.99999944  x   0.99999213  =   0.99999157
 KU4455
 KU4455|---------------------------------------------------------------------|
 KU4455| PID    Reference Object                     Distance      Geod. Az  |
 KU4455|                                                           dddmmss.s |
 KU4455| CB8361 COSMO RM 1                           20.965 METERS 05619     |
 KU4455| KU4450 BROOKHAVEN NATL LAB STACK           APPROX. 0.5 KM 0970727.9 |
 KU4455| KU4464 COSMO 1951 AZ MK                    282.739 METERS 19346     |
 KU4455| KU4460 BROOKHAVEN NATL LAB MET TOWER       APPROX. 0.6 KM 2733544.9 |
 KU4455| KU4454 COSMO 1951 RM 2                      31.486 METERS 31816     |
 KU4455| KU4512 ROCKY POINT RCA TOWER 1 BEACON      APPROX. 7.5 KM 3215627.1 |
 KU4455|---------------------------------------------------------------------|
 KU4455
 KU4455                          SUPERSEDED SURVEY CONTROL
 KU4455
 KU4455  NAD 83(1996)-  40 52 16.34249(N)    072 52 54.77482(W) AD(       ) 2
 KU4455  NAD 83(1992)-  40 52 16.34124(N)    072 52 54.77438(W) AD(       ) 2
 KU4455  NAD 83(1986)-  40 52 16.34481(N)    072 52 54.77675(W) AD(       ) 2
 KU4455  NAD 27      -  40 52 15.99459(N)    072 52 56.39730(W) AD(       ) 2
 KU4455
 KU4455.Superseded values are not recommended for survey control.
 KU4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4455.See file dsdata.txt to determine how the superseded data were derived.
 KU4455
 KU4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7848926619(NAD 83)
 KU4455_MARKER: DS = TRIANGULATION STATION DISK
 KU4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4455+STABILITY: SURFACE MOTION
 KU4455
 KU4455  HISTORY     - Date     Condition        Report By
 KU4455  HISTORY     - 1951     MONUMENTED       CGS
 KU4455  HISTORY     - 1967     GOOD             CGS
 KU4455
 KU4455                          STATION DESCRIPTION
 KU4455
 KU4455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4455'THE STATION IS LOCATED ON THE GROUNDS OF THE BROOKHAVEN NATIONAL
 KU4455'LABORATORY, ON A HIGH AREA BETWEEN THE COSMOTRON BUILDING AND THE
 KU4455'PILE BUILDING, 56.5 FEET SOUTH OF A 12 FOOT STEEL FENCE IN FRONT
 KU4455'OF THE REACTOR SCIENCE AND ENGINEERING DEPARTMENT BUILDING, 37
 KU4455'FEET NORTH OF THE NORTH EDGE OF A PARKING AREA AND 28 FEET EAST
 KU4455'OF THE NORTH-EAST CORNER AND EXTENDED AREA OF THE PARKING
 KU4455'LOT.  THE MARK IS FLUSH AND IS STAMPED COSMO 1951.
 KU4455'
 KU4455'REFERENCE MARK NO. 1 IS AT THE BASE OF THE STEEL FENCE AND 5
 KU4455'FEET WEST OF THE FENCE CORNER POST TO THE NORTHEAST OF THE
 KU4455'STATION.  THE MARK IS FLUSH AND IS STAMPED COSMO NO. 1 1951.
 KU4455'
 KU4455'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF THE NORTH EDGE OF THE
 KU4455'PARKING AREA AND AT THE BASE OF THE 12 FOOT STEEL FENCE.  THE
 KU4455'MARK IS FLUSH AND IS STAMPED COSMO NO. 2 1951.
 KU4455'
 KU4455'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF THE STREET
 KU4455'INTERSECTION OF BROOKHAVEN AND HARVARD STREETS, IT IS 38 FEET
 KU4455'NORTH OF BROOKHAVEN STREET, 13 FEET WEST OF CENTERLINE OF HARVARD
 KU4455'STREET, 31.5 FEET NORTHEAST OF A FIRE PLUG AND 10 FEET NORTH OF A
 KU4455'14 INCH CATALPA TREE.  THE MARK IS FLUSH AND IS STAMPED COSMO 1951.
 KU4455'
 KU4455'TO REACH FROM THE NORTH GATE OF BROOKHAVEN NATIONAL LABORATORY,
 KU4455'GO SOUTH ON CAMP UPTON ROAD TO CORNELL STREET THENCE RIGHT ON
 KU4455'CORNELL STREET TO THE HIGHEST ELEVATION JUST NORTH OF THE PARKING
 KU4455'AREA AND THE STATION SITE.
 KU4455
 KU4455                          STATION RECOVERY (1967)
 KU4455
 KU4455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4455'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KU4455'RECOVERED IN GOOD CONDITION.  A TOWER COULD NOT BE BUILT OVER THE
 KU4455'STATION MARK AT THIS TIME DUE TO A LARGE PARKING AREA FOR THE
 KU4455'BROOKHAVEN NATIONAL LABORATORY AND THE OBSERVATIONS WERE MADE
 KU4455'FROM REFERENCE MARK 2.  THE DIRECTION TO REFERENCE MARK 1 WAS
 KU4455'FOUND TO BE 9 MINUTES HIGHER AND THE DISTANCE WAS FOUND TO BE 4.64
 KU4455'FEET SHORTER.  NO INFORMATION WAS AVAILABLE THAT THE MARK
 KU4455'HAD BEEN MOVED.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM
 KU4455'THE GROUND OR TO A TOWER AND NO DIRECTION WAS TAKEN AT
 KU4455'THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 KU4455'
 KU4455'THE STATION IS LOCATED ON THE GROUNDS OF THE BROOKHAVEN
 KU4455'NATIONAL LABORATORY, ABOUT 5-1/4 MILES NORTH OF SHIRLEY, 3-1/4
 KU4455'MILES EAST-SOUTHEAST OF MIDDLE ISLAND AND 1-1/2 MILES SOUTHEAST
 KU4455'OF RIDGE.
 KU4455'
 KU4455'TO REACH THE STATION FROM THE POST OFFICE IN SHIRLEY, GO EAST ON
 KU4455'STATE HIGHWAY 27A (MONTAUK HIGHWAY) FOR 0.05 MILE TO A
 KU4455'CROSSROAD.  TURN LEFT AND GO NORTH ON THE WILLIAM FLOYD PARKWAY
 KU4455'(COUNTY ROAD 46) FOR 4.8 MILES TO A CROSSROAD.  TURN RIGHT AND
 KU4455'GO EAST (THIS IS THE MAIN ENTRANCE TO THE BROOKHAVEN NATIONAL
 KU4455'LABORATORY) FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 KU4455'ON A PAVED ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 KU4455'EAST ON CORNELL AVENUE FOR 0.25 MILE TO THE TOP OF THE HILL
 KU4455'AND THE STATION ON THE LEFT.
 KU4455'
 KU4455'THE STATION MARK IS A STANDARD DISK STAMPED COSMO 1951, SET IN THE
 KU4455'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KU4455'GROUND.  IT IS 127 FEET NORTH OF THE CENTER OF CORNELL AVENUE,
 KU4455'103.6 FEET SOUTHWEST OF THE ENTRANCE OF THE NUCLEAR ENGINEERING
 KU4455'BUILDING (NO. 197), 51.1 FEET WEST OF THE WEST EDGE OF THE
 KU4455'EXTENDED PARKING AREA, 3.4 FEET NORTHWEST OF A 3 INCH STEEL
 KU4455'PIPE WHICH PROJECTS 3 FOOT ABOVE THE GROUND, 3 FEET NORTHEAST
 KU4455'OF A 3 INCH STEEL PIPE WHICH PROJECTS 3 FOOT ABOVE THE GROUND AND
 KU4455'1.8 FEET NORTH OF THE NORTH EDGE OF THE PARKING AREA.
 KU4455'
 KU4455'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COSMO NO 1 1951,
 KU4455'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KU4455'THE GROUND.  IT IS 51.1 FEET SOUTH-SOUTHEAST OF THE MAIN
 KU4455'ENTRANCE OF THE NUCLEAR ENGINEERING BUILDING (NO. 197), 49.5
 KU4455'FEET NORTH OF THE NORTH EDGE OF THE PARKING AREA AND 5.4 FEET
 KU4455'WEST OF THE WEST EDGE OF THE EXTENDED PARKING AREA.
 KU4455'
 KU4455'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COSMO NO 2 1951,
 KU4455'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KU4455'THE GROUND.  IT IS 129.2 FEET WEST-SOUTHWEST OF THE MAIN
 KU4455'ENTRANCE TO BUILDING NO. 197, 75.6 FEET SOUTH OF THE SOUTH
 KU4455'EDGE OF A BRICK ANNEX ON BUILDING NO. 197 AND 57 FEET NORTH
 KU4455'OF THE NORTH EDGE OF THE PARKING AREA.
 KU4455'
 KU4455'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COSMO 1951, SET
 KU4455'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 3
 KU4455'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 60.3 FEET
 KU4455'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESEARCH LIBRARY, 38
 KU4455'FEET NORTH OF THE CENTER OF BROOKHAVEN AVENUE, 31.5 FEET
 KU4455'NORTHEAST OF A FIREPLUG, 13.7 FEET WEST OF THE CENTER OF
 KU4455'HARVARD STREET, 13.1 FEET EAST OF THE EAST EDGE OF A METAL
 KU4455'STORM DRAIN AND 0.6 FOOT WEST OF THE WEST CURB OF HARVARD
 KU4455'STREET.
 KU4455'
 KU4455'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST ANGLE OF THE
 KU4455'INTERSECTION OF BROOKHAVEN AVENUE AND HARVARD STREET ON THE
 KU4455'GROUNDS OF THE BROOKHAVEN NATIONAL LABORATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4464 ***********************************************************************
 KU4464  DESIGNATION -  COSMO 1951 AZ MK
 KU4464  PID         -  KU4464
 KU4464  STATE/COUNTY-  NY/SUFFOLK
 KU4464  USGS QUAD   -  BELLPORT (1967)
 KU4464
 KU4464                         *CURRENT SURVEY CONTROL
 KU4464  ___________________________________________________________________
 KU4464* NAD 83(1996)-  40 52 07.43833(N)    072 52 57.64655(W)     ADJUSTED  
 KU4464* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 KU4464  ___________________________________________________________________
 KU4464  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KU4464  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KU4464
 KU4464  HORZ ORDER  -  THIRD
 KU4464
 KU4464.The horizontal coordinates were established by classical geodetic methods
 KU4464.and adjusted by the National Geodetic Survey in January 1999..
 KU4464.No horizontal observational check was made to the station.
 KU4464
 KU4464.The orthometric height was scaled from a topographic map.
 KU4464
 KU4464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4464
 KU4464.The geoid height was determined by GEOID03.
 KU4464
 KU4464;                    North         East     Units Scale Factor Converg.
 KU4464;SPC NY L     -    78,562.760   394,189.185   MT  0.99999495   +0 43 50.9
 KU4464;SPC NY L     -   257,751.32  1,293,269.02   sFT  0.99999495   +0 43 50.9
 KU4464;UTM  18      - 4,526,343.080   678,428.619   MT  0.99999186   +1 23 08.8
 KU4464
 KU4464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4464!SPC NY L     -   1.00000039  x   0.99999495  =   0.99999534
 KU4464!UTM  18      -   1.00000039  x   0.99999186  =   0.99999225
 KU4464
 KU4464|---------------------------------------------------------------------|
 KU4464| PID    Reference Object                     Distance      Geod. Az  |
 KU4464|                                                           dddmmss.s |
 KU4464| KU4455 COSMO                               282.739 METERS 01346     |
 KU4464| KU4450 BROOKHAVEN NATL LAB STACK           APPROX. 0.6 KM 0693438.9 |
 KU4464|---------------------------------------------------------------------|
 KU4464
 KU4464                          SUPERSEDED SURVEY CONTROL
 KU4464
 KU4464  NAD 83(1996)-  40 52 07.43988(N)    072 52 57.64688(W) AD(       ) 3
 KU4464  NAD 83(1992)-  40 52 07.43863(N)    072 52 57.64645(W) AD(       ) 3
 KU4464  NAD 83(1986)-  40 52 07.44216(N)    072 52 57.64882(W) AD(       ) 3
 KU4464  NAD 27      -  40 52 07.08000(N)    072 52 59.29400(W) AD(       ) 3
 KU4464
 KU4464.Superseded values are not recommended for survey control.
 KU4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4464.See file dsdata.txt to determine how the superseded data were derived.
 KU4464
 KU4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7842926343(NAD 83)
 KU4464_MARKER: DZ = AZIMUTH MARK DISK
 KU4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4464+STABILITY: SURFACE MOTION
 KU4464
 KU4464  HISTORY     - Date     Condition        Report By
 KU4464  HISTORY     - 1951     MONUMENTED       CGS
 KU4464
 KU4464                          STATION DESCRIPTION
 KU4464
 KU4464'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KU4464'THE STATION IS A STANDARD DISK STAMPED COSMO 1951, SET
 KU4464'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 3
 KU4464'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 60.3 FEET
 KU4464'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESEARCH LIBRARY, 38
 KU4464'FEET NORTH OF THE CENTER OF BROOKHAVEN AVENUE, 31.5 FEET
 KU4464'NORTHEAST OF A FIREPLUG, 13.7 FEET WEST OF THE CENTER OF
 KU4464'HARVARD STREET, 13.1 FEET EAST OF THE EAST EDGE OF A METAL
 KU4464'STORM DRAIN AND 0.6 FOOT WEST OF THE WEST CURB OF HARVARD
 KU4464'STREET.
 KU4464'
 KU4464'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE
 KU4464'INTERSECTION OF BROOKHAVEN AVENUE AND HARVARD STREET ON THE
 KU4464'GROUNDS OF THE BROOKHAVEN NATIONAL LABORATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4454 ***********************************************************************
 KU4454  DESIGNATION -  COSMO 1951 RM 2
 KU4454  PID         -  KU4454
 KU4454  STATE/COUNTY-  NY/SUFFOLK
 KU4454  USGS QUAD   -  BELLPORT (1967)
 KU4454
 KU4454                         *CURRENT SURVEY CONTROL
 KU4454  ___________________________________________________________________
 KU4454* NAD 83(1996)-  40 52 17.10266(N)    072 52 55.66950(W)     ADJUSTED  
 KU4454* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KU4454  ___________________________________________________________________
 KU4454  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 KU4454  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KU4454
 KU4454  HORZ ORDER  -  FIRST
 KU4454
 KU4454.The horizontal coordinates were established by classical geodetic methods
 KU4454.and adjusted by the National Geodetic Survey in January 1999..
 KU4454
 KU4454.The orthometric height was scaled from a topographic map.
 KU4454
 KU4454.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4454
 KU4454.The geoid height was determined by GEOID03.
 KU4454
 KU4454;                    North         East     Units Scale Factor Converg.
 KU4454;SPC NY L     -    78,861.446   394,231.674   MT  0.99999497   +0 43 52.2
 KU4454;SPC NY L     -   258,731.26  1,293,408.42   sFT  0.99999497   +0 43 52.2
 KU4454;UTM  18      - 4,526,642.232   678,467.690   MT  0.99999204   +1 23 10.4
 KU4454
 KU4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4454!SPC NY L     -   0.99999944  x   0.99999497  =   0.99999441
 KU4454!UTM  18      -   0.99999944  x   0.99999204  =   0.99999148
 KU4454
 KU4454                          SUPERSEDED SURVEY CONTROL
 KU4454
 KU4454  NAD 83(1996)-  40 52 17.10421(N)    072 52 55.66983(W) AD(       ) 1
 KU4454  NAD 83(1992)-  40 52 17.10296(N)    072 52 55.66939(W) AD(       ) 1
 KU4454  NAD 83(1986)-  40 52 17.10687(N)    072 52 55.67216(W) AD(       ) 1
 KU4454  NAD 27      -  40 52 16.75634(N)    072 52 57.29221(W) AD(       ) 1
 KU4454
 KU4454.Superseded values are not recommended for survey control.
 KU4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4454.See file dsdata.txt to determine how the superseded data were derived.
 KU4454
 KU4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7846826642(NAD 83)
 KU4454_MARKER: DR = REFERENCE MARK DISK
 KU4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4454+STABILITY: SURFACE MOTION
 KU4454
 KU4454  HISTORY     - Date     Condition        Report By
 KU4454  HISTORY     - 1967     MONUMENTED       CGS
 KU4454
 KU4454                          STATION DESCRIPTION
 KU4454
 KU4454'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4454'THE STATION IS LOCATED ON THE GROUNDS OF THE BROOKHAVEN NATIONAL
 KU4454'LABORATORY, ABOUT 5-1/4 MILES NORTH OF SHIRLEY, 3-1/4 MILES
 KU4454'EAST-SOUTHEAST OF MIDDLE ISLAND AND 1-1/2 MILES SOUTHEAST OF
 KU4454'RIDGE.
 KU4454'
 KU4454'TO REACH THE STATION FROM THE POST OFFICE IN SHIRLEY, GO EAST ON
 KU4454'STATE HIGHWAY 27A (MONTAUK HIGHWAY) FOR 0.05 MILE TO A
 KU4454'CROSSROAD.  TURN LEFT AND GO NORTH ON THE WILLIAM FLOYD PARKWAY
 KU4454'(COUNTY ROAD 46) FOR 4.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 KU4454'EAST (THIS IS THE MAIN ENTRANCE TO THE BROOKHAVEN NATIONAL
 KU4454'LABORATORY) FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 KU4454'ON A PAVED ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 KU4454'EAST ON CORNELL AVENUE FOR 0.25 MILE TO THE TOP OF THE HILL
 KU4454'AND THE STATION ON THE LEFT.
 KU4454'
 KU4454'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED COSMO
 KU4454'NO 2 1951, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 KU4454'FLUSH WITH THE GROUND.  IT IS 129.2 FEET WEST-SOUTHWEST OF THE
 KU4454'MAIN ENTRANCE TO BUILDING NO. 197, 75.6 FEET SOUTH OF THE SOUTH
 KU4454'EDGE OF A BRICK ANNEX ON BUILDING NO. 197 AND 57 FEET NORTH OF
 KU4454'THE NORTH EDGE OF THE PARKING AREA.
 KU4454'
 KU4454'COSMO 1951 IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 KU4454'12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 KU4454'127 FEET NORTH OF THE CENTER OF CORNELL AVENUE, 103.6 FEET
 KU4454'SOUTHWEST OF THE ENTRANCE OF THE NUCLEAR ENGINEERING BUILDING
 KU4454'(NO. 197), 51.1 FEET WEST OF THE WEST EDGE OF THE EXTENDED
 KU4454'PARKING AREA, 3.4 FEET NORTHWEST OF A 3 INCH PIPE WHICH PROJECTS
 KU4454'3 FEET ABOVE THE GROUND, 3 FEET NORTHEAST OF A 3 INCH STEEL
 KU4454'PIPE WHICH PROJECTS 3 FEET ABOVE THE GROUND AND 1.8 FEET NORTH
 KU4454'OF THE NORTH EDGE OF THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7796 ***********************************************************************
 DE7796  CBN         -  This is a Cooperative Base Network Control Station.
 DE7796  DESIGNATION -  COSMO RM 3
 DE7796  PID         -  DE7796
 DE7796  STATE/COUNTY-  NY/SUFFOLK
 DE7796  USGS QUAD   -  BELLPORT (1967)
 DE7796
 DE7796                         *CURRENT SURVEY CONTROL
 DE7796  ___________________________________________________________________
 DE7796* NAD 83(1996)-  40 52 15.59465(N)    072 52 59.72781(W)     ADJUSTED  
 DE7796* NAVD 88     -        31.2    (meters)     102.     (feet)  GPS OBS   
 DE7796  ___________________________________________________________________
 DE7796  X           -   1,421,557.072 (meters)                     COMP
 DE7796  Y           -  -4,616,043.602 (meters)                     COMP
 DE7796  Z           -   4,151,600.717 (meters)                     COMP
 DE7796  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 DE7796  ELLIP HEIGHT-           0.04  (meters)          (09/18/02) GPS OBS
 DE7796  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DE7796
 DE7796  HORZ ORDER  -  A
 DE7796  ELLP ORDER  -  FOURTH    CLASS II
 DE7796
 DE7796.The horizontal coordinates were established by GPS observations
 DE7796.and adjusted by the National Geodetic Survey in September 2002..
 DE7796
 DE7796.The orthometric height was determined by GPS observations and a
 DE7796.high-resolution geoid model.
 DE7796
 DE7796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7796
 DE7796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7796
 DE7796.The ellipsoidal height was determined by GPS observations
 DE7796.and is referenced to NAD 83.
 DE7796
 DE7796.The geoid height was determined by GEOID03.
 DE7796
 DE7796;                    North         East     Units Scale Factor Converg.
 DE7796;SPC NY L     -    78,813.720   394,137.245   MT  0.99999497   +0 43 49.6
 DE7796;SPC NY L     -   258,574.68  1,293,098.61   sFT  0.99999497   +0 43 49.6
 DE7796;UTM  18      - 4,526,593.429   678,373.813   MT  0.99999162   +1 23 07.7
 DE7796
 DE7796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7796!SPC NY L     -   0.99999999  x   0.99999497  =   0.99999496
 DE7796!UTM  18      -   0.99999999  x   0.99999162  =   0.99999161
 DE7796
 DE7796                          SUPERSEDED SURVEY CONTROL
 DE7796
 DE7796.No superseded survey control is available for this station.
 DE7796
 DE7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7837426593(NAD 83)
 DE7796_MARKER: DD = SURVEY DISK
 DE7796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE7796_SP_SET: CONCRETE STEAM VENT STRUCTURE
 DE7796_STAMPING: COSMO RM 3
 DE7796_MARK LOGO: BNL   
 DE7796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7796+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7796
 DE7796  HISTORY     - Date     Condition        Report By
 DE7796  HISTORY     - 19940601 MONUMENTED       BNL
 DE7796  HISTORY     - 20010716 GOOD             BNL
 DE7796
 DE7796                          STATION DESCRIPTION
 DE7796
 DE7796'DESCRIBED BY BROOKHAVEN NATIONAL LABORATORY 2001 (FMH)
 DE7796'STATION IS LOCATED ON LONG ISLAND, IN UPTON, NY AT BROOKHAVEN NATIONAL
 DE7796'LABORATORY (BNL),
 DE7796'40 KM NE OF LONG ISLAND MACARTHUR (ISLIP) AIRPORT, 16 KM WEST OF
 DE7796'RIVERHEAD. CONTACT THE
 DE7796'FOLLOWING BEFORE USING THE STATION--BNL SURVEY AND ALIGNMENT GROUP,
 DE7796'BLDG 923, UPTON, NY
 DE7796'11973, TELEPHONE 631-344-4181, F. MICHAEL HEMMER POINT OF CONTACT
 DE7796'PRESENTLY.
 DE7796' 
 DE7796'TO REACH THE STATION FROM THE JUNCTION OF THE LONG ISLAND EXPRESSWAY
 DE7796'(I-495) WITH
 DE7796'WILLIAM FLOYD PARKWAY, PROCEED 7.4 KM NORTH ON THE PARKWAY AND TURN
 DE7796'RIGHT ON THE
 DE7796'ENTRANCE ROAD TO BNL. FROM THE MAIN GATE PROCEED 0.6 KM EAST ON
 DE7796'PRINCETON AVE, 1.0 KM
 DE7796'NORTH ON UPTON RD, THEN 0.15 KM EAST OF CORNELL AVE TO THE MARK ON THE
 DE7796'RIGHT.
 DE7796' 
 DE7796'THE MARK IS A BRASS DISK SET IN THE SOUTHEAST CORNER OF A CONCRETE
 DE7796'STEAM VENT
 DE7796'STRUCTURE AT GROUND LEVEL, SOUTH OF CORNELL AVE AND NORTH OF THE
 DE7796'PARKING LOT.
 DE7796' 
 DE7796' 
 DE7796' 
 DE7796' 
 DE7796' 
 DE7796' 
 DE7796'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1080 ***********************************************************************
 OF1080  DESIGNATION -  COTTAGE
 OF1080  PID         -  OF1080
 OF1080  STATE/COUNTY-  NY/MONROE
 OF1080  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1080
 OF1080                         *CURRENT SURVEY CONTROL
 OF1080  ___________________________________________________________________
 OF1080* NAD 83(1986)-  43 16 11.     (N)    077 39 52.     (W)     SCALED    
 OF1080* NAVD 88     -        77.121  (meters)     253.02   (feet)  ADJUSTED  
 OF1080  ___________________________________________________________________
 OF1080  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF1080  DYNAMIC HT  -          77.103 (meters)     252.96  (feet)  COMP
 OF1080  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 OF1080
 OF1080  VERT ORDER  -  FIRST     CLASS II
 OF1080
 OF1080.The horizontal coordinates were scaled from a topographic map and have
 OF1080.an estimated accuracy of +/- 6 seconds.
 OF1080
 OF1080.The orthometric height was determined by differential leveling
 OF1080.and adjusted by the National Geodetic Survey in June 1991..
 OF1080
 OF1080.The geoid height was determined by GEOID03.
 OF1080
 OF1080.The dynamic height is computed by dividing the NAVD 88
 OF1080.geopotential number by the normal gravity value computed on the
 OF1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1080.degrees latitude (g = 980.6199 gals.).
 OF1080
 OF1080.The modeled gravity was interpolated from observed gravity values.
 OF1080
 OF1080;                    North         East    Units  Estimated Accuracy
 OF1080;SPC NY W     -   363,540.      424,590.      MT  (+/- 180 meters Scaled)
 OF1080
 OF1080                          SUPERSEDED SURVEY CONTROL
 OF1080
 OF1080  NGVD 29 (??/??/92)   77.320  (m)          253.67   (f) ADJ UNCH    1 2
 OF1080
 OF1080.Superseded values are not recommended for survey control.
 OF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1080.See file dsdata.txt to determine how the superseded data were derived.
 OF1080
 OF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN837942(NAD 83)
 OF1080_MARKER: Z = SEE DESCRIPTION
 OF1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1080_SP_SET: ROD
 OF1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1080
 OF1080  HISTORY     - Date     Condition        Report By
 OF1080  HISTORY     - UNK      MONUMENTED       USLS
 OF1080  HISTORY     - 1968     GOOD             NGS
 OF1080  HISTORY     - 19990424 GOOD             USPSQD
 OF1080
 OF1080                          STATION DESCRIPTION
 OF1080
 OF1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF1080'2.7 MI NW FROM ROCHESTER.
 OF1080'COTTAGE IS IN MONROE COUNTY, NEW YORK, ON SOUTHWESTERLY SIDE OF
 OF1080'THE LAKE ONTARIO STATE PARKWAY, AT WEST END OF ISLAND COTTAGE RD.
 OF1080'UNDERPASS, 34 FEET SOUTHWESTERLY OF CENTERLINE OF EAST BOUND LINE
 OF1080'OF PARKWAY, 13.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF DRAIN COVER,
 OF1080'4.2 FEET NORTHWESTERLY FROM THE NORTHWEST CORNER OF UNDERPASS, 1/2-
 OF1080'FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-
 OF1080'INCH DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.
 OF1080
 OF1080                          STATION RECOVERY (1999)
 OF1080
 OF1080'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1831 ***********************************************************************
 NB1831  DESIGNATION -  COUCH
 NB1831  PID         -  NB1831
 NB1831  STATE/COUNTY-  NY/SCHUYLER
 NB1831  USGS QUAD   -  MONTOUR FALLS (1978)
 NB1831
 NB1831                         *CURRENT SURVEY CONTROL
 NB1831  ___________________________________________________________________
 NB1831* NAD 83(1996)-  42 17 56.14049(N)    076 48 31.54076(W)     ADJUSTED  
 NB1831* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 NB1831  ___________________________________________________________________
 NB1831  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 NB1831  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NB1831
 NB1831  HORZ ORDER  -  SECOND
 NB1831
 NB1831.The horizontal coordinates were established by classical geodetic methods
 NB1831.and adjusted by the National Geodetic Survey in January 1999..
 NB1831
 NB1831.The orthometric height was scaled from a topographic map.
 NB1831
 NB1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1831
 NB1831.The geoid height was determined by GEOID03.
 NB1831
 NB1831;                    North         East     Units Scale Factor Converg.
 NB1831;SPC NY C     -   255,320.275   231,411.944   MT  0.99994175   -0 09 06.2
 NB1831;SPC NY C     -   837,663.27    759,224.02   sFT  0.99994175   -0 09 06.2
 NB1831;UTM  18      - 4,684,550.830   350,903.445   MT  0.99987352   -1 13 03.1
 NB1831
 NB1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1831!SPC NY C     -   0.99992569  x   0.99994175  =   0.99986744
 NB1831!UTM  18      -   0.99992569  x   0.99987352  =   0.99979922
 NB1831
 NB1831:                Primary Azimuth Mark                     Grid Az
 NB1831:SPC NY C     -  COUCH AZ MK                              077 27 05.6
 NB1831:UTM  18      -  COUCH AZ MK                              078 31 02.5
 NB1831
 NB1831|---------------------------------------------------------------------|
 NB1831| PID    Reference Object                     Distance      Geod. Az  |
 NB1831|                                                           dddmmss.s |
 NB1831| CZ7675 COUCH AZ MK                                        0771759.4 |
 NB1831| NB1830 CORNELL U ENG SCH MK PIPE 1939       16.750 METERS 08533     |
 NB1831|---------------------------------------------------------------------|
 NB1831
 NB1831                          SUPERSEDED SURVEY CONTROL
 NB1831
 NB1831  NAD 83(1986)-  42 17 56.14409(N)    076 48 31.53824(W) AD(       ) 2
 NB1831  NAD 27      -  42 17 55.87500(N)    076 48 32.70400(W) AD(       ) 2
 NB1831
 NB1831.Superseded values are not recommended for survey control.
 NB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1831.See file dsdata.txt to determine how the superseded data were derived.
 NB1831
 NB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM5090384551(NAD 83)
 NB1831
 NB1831  HISTORY     - Date     Condition        Report By
 NB1831  HISTORY     - 1939     MONUMENTED       CGS
 NB1831  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NB1831  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 NB1831
 NB1831                          STATION DESCRIPTION
 NB1831
 NB1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1831'STATION COUCH IS LOCATED IN MONTOUR TOWNSHIP, ABOUT 6-1/2 MILES
 NB1831'AIR LINE SOUTHEAST OF WATKINS GLEN AND ABOUT 9-1/4 MILES AIR
 NB1831'LINE NORTH OF HORSEHEADS.  IT IS ON THE NORTHWEST SIDE OF A HILL
 NB1831'WHICH IS IN PASTURE AND OVERLOOKS SENECA LAKE AND THE TOWN OF
 NB1831'WATKINS GLEN.
 NB1831'
 NB1831'THE STATION MARK IS A STONE POST 6 INCHES SQUARE, PROJECTING
 NB1831'6 INCHES ABOVE THE GROUND AND HAS A CROSS IN THE CENTER.  THE
 NB1831'PROPERTY OWNER WOULD NOT PERMIT THE REFERENCE MARKS TO BE SET,
 NB1831'THEREFORE THERE ARE NONE.  AN IRON PIPE USED BY CORNELL
 NB1831'UNIVERSITY FOR SURVEYING PURPOSES WAS CUT IN FROM THE STATION.
 NB1831'IT IS 54.950 FEET EAST OF THE STATION, FLUSH WITH THE GROUND AND
 NB1831'COVERED BY A FLAT ROCK.
 NB1831'
 NB1831'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION ON THE
 NB1831'NORTH SIDE OF THE ROAD LEADING TO THE STATION, ABOUT 20 FEET
 NB1831'NORTH OF THE CENTER LINE AND 0.1 MILE EAST OF A TURN TO THE
 NB1831'SOUTH.  IT IS DESCRIBED AS NOTE 11A.  A POST, PAINTED WHITE, 4
 NB1831'INCHES SQUARE AND 5 FEET LONG WITH U.S. TRIANGULATION STAMPED ON
 NB1831'IT, WAS SET AT THE AZIMUTH MARK.  IT PROJECTS 2-1/2 FEET ABOVE
 NB1831'THE GROUND.
 NB1831'
 NB1831'TO REACH THE STATION FROM HORSEHEADS GO NORTHEAST ON ROUTE NO. 13
 NB1831'FROM ITS INTERSECTION WITH ROUTE NO. 14 FOR 1.0 MILE TO A
 NB1831'MACADAM ROAD TO THE LEFT.  TURN LEFT AND GO 8.65 MILES TO A DIRT
 NB1831'T-ROAD TO THE LEFT.  TURN LEFT AND GO 1.1 MILES TO AN OPENING IN
 NB1831'THE FENCE.  GO THROUGH THE OPENING AND GO NORTHWEST THROUGH
 NB1831'FIELD 0.1 MILE TO A FENCE CORNER.  LEAVE TRUCK HERE AND PACK
 NB1831'NORTHWEST UPHILL, ACROSS PASTURE ABOUT 300 YARDS TO THE
 NB1831'STATION.
 NB1831
 NB1831                          STATION RECOVERY (1964)
 NB1831
 NB1831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLB)
 NB1831'STATION WAS DESTROYED.  THE STONE MONUMENT WAS FOUND BROKEN, IN
 NB1831'THE CORNER OF THE PASTURE.  AZ. MK. WAS NOT SEARCHED FOR.
 NB1831
 NB1831                          STATION RECOVERY (1998)
 NB1831
 NB1831'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2653 ***********************************************************************
 KU2653  DESIGNATION -  COUNTRY CLUB FLAGSTAFF
 KU2653  PID         -  KU2653
 KU2653  STATE/COUNTY-  NY/SUFFOLK
 KU2653  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2653
 KU2653                         *CURRENT SURVEY CONTROL
 KU2653  ___________________________________________________________________
 KU2653* NAD 83(1996)-  40 52 31.61115(N)    073 26 38.72601(W)     ADJUSTED  
 KU2653* NAVD 88     -                                                        
 KU2653  ___________________________________________________________________
 KU2653  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 KU2653  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 KU2653
 KU2653  HORZ ORDER  -  THIRD
 KU2653
 KU2653.The horizontal coordinates were established by classical geodetic methods
 KU2653.and adjusted by the National Geodetic Survey in January 1999..
 KU2653
 KU2653
 KU2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2653
 KU2653.The geoid height was determined by GEOID03.
 KU2653
 KU2653;                    North         East     Units Scale Factor Converg.
 KU2653;SPC NY L     -    78,856.410   346,858.930   MT  0.99999500   +0 21 49.0
 KU2653;SPC NY L     -   258,714.74  1,137,986.34   sFT  0.99999500   +0 21 49.0
 KU2653;SPC CT       -   157,312.368   246,291.162   MT  1.00004865   -0 27 36.8
 KU2653;SPC CT       -   516,115.66    808,040.25   sFT  1.00004865   -0 27 36.8
 KU2653;UTM  18      - 4,526,095.787   631,102.731   MT  0.99981155   +1 01 06.1
 KU2653
 KU2653                          SUPERSEDED SURVEY CONTROL
 KU2653
 KU2653  NAD 83(1996)-  40 52 31.61338(N)    073 26 38.72527(W) AD(       ) 4
 KU2653  NAD 83(1992)-  40 52 31.61284(N)    073 26 38.72279(W) AD(       ) 4
 KU2653  NAD 83(1986)-  40 52 31.61414(N)    073 26 38.72508(W) AD(       ) 4
 KU2653  NAD 27      -  40 52 31.26500(N)    073 26 40.30500(W) AD(       ) 3
 KU2653
 KU2653.Superseded values are not recommended for survey control.
 KU2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2653.See file dsdata.txt to determine how the superseded data were derived.
 KU2653
 KU2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3110326096(NAD 83)
 KU2653_MARKER: 83 = FLAGSTAFF
 KU2653
 KU2653  HISTORY     - Date     Condition        Report By
 KU2653  HISTORY     - 1916     FIRST OBSERVED   CGS
 KU2653
 KU2653                          STATION DESCRIPTION
 KU2653
 KU2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2653'STATION IS A TALL WHITE POLE IN FRONT OF THE CLUBHOUSE OF THE
 KU2653'HUNTINGTON COUNTRY CLUB ( A GOLF CLUB) AND NEARLY A QUARTER MILE
 KU2653'IN A W-NORTHWESTERLY DIRECTION FROM THE STATION TITUS.
 KU2653'
 KU2653'TRIANGULATION STATION GILBERT IS DISTANT 4074.8 METERS IN BEARING
 KU2653'N 57 DEG 50 MIN E AND STATION TITUS IS DISTANT 389.7 METERS
 KU2653'IN BEARING S 60 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5701 ***********************************************************************
 LX5701  DESIGNATION -  COUNTY ENGINEER STA GREENPORT
 LX5701  PID         -  LX5701
 LX5701  STATE/COUNTY-  NY/SUFFOLK
 LX5701  USGS QUAD   -  GREENPORT (1956)
 LX5701
 LX5701                         *CURRENT SURVEY CONTROL
 LX5701  ___________________________________________________________________
 LX5701* NAD 83(1996)-  41 06 49.24049(N)    072 20 29.10812(W)     ADJUSTED  
 LX5701* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5701  ___________________________________________________________________
 LX5701  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LX5701  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LX5701
 LX5701  HORZ ORDER  -  THIRD
 LX5701
 LX5701.The horizontal coordinates were established by classical geodetic methods
 LX5701.and adjusted by the National Geodetic Survey in January 1999..
 LX5701
 LX5701.The orthometric height was scaled from a topographic map.
 LX5701
 LX5701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5701
 LX5701.The geoid height was determined by GEOID03.
 LX5701
 LX5701;                    North         East     Units Scale Factor Converg.
 LX5701;SPC NY L     -   106,482.858   439,297.432   MT  1.00000546   +1 05 05.5
 LX5701;SPC NY L     -   349,352.51  1,441,261.66   sFT  1.00000546   +1 05 05.5
 LX5701;SPC CT       -   183,615.638   339,117.734   MT  1.00000984   +0 16 15.3
 LX5701;SPC CT       -   602,412.31  1,112,588.77   sFT  1.00000984   +0 16 15.3
 LX5701;UTM  18      - 4,554,783.140   723,217.126   MT  1.00021327   +1 44 56.0
 LX5701
 LX5701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5701!SPC NY L     -   1.00000459  x   1.00000546  =   1.00001005
 LX5701!SPC CT       -   1.00000459  x   1.00000984  =   1.00001443
 LX5701!UTM  18      -   1.00000459  x   1.00021327  =   1.00021787
 LX5701
 LX5701                          SUPERSEDED SURVEY CONTROL
 LX5701
 LX5701  NAD 83(1996)-  41 06 49.24061(N)    072 20 29.10817(W) AD(       ) 3
 LX5701  NAD 83(1992)-  41 06 49.23930(N)    072 20 29.10741(W) AD(       ) 3
 LX5701  NAD 83(1986)-  41 06 49.24142(N)    072 20 29.11286(W) AD(       ) 3
 LX5701  NAD 27      -  41 06 48.88100(N)    072 20 30.81400(W) AD(       ) 3
 LX5701
 LX5701.Superseded values are not recommended for survey control.
 LX5701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5701.See file dsdata.txt to determine how the superseded data were derived.
 LX5701
 LX5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2321754783(NAD 83)
 LX5701
 LX5701  HISTORY     - Date     Condition        Report By
 LX5701  HISTORY     - UNK      MONUMENTED
 LX5701  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5701  HISTORY     - 19980622 MARK NOT FOUND   USPSQD
 LX5701
 LX5701                          STATION DESCRIPTION
 LX5701
 LX5701'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5701'THERE HAS BEEN A CONSIDERABLE AMOUNT OF FILL IN THE AREA.  THE
 LX5701'AZIMUTH AND DISTANCE WERE TAKEN FROM COUNTY MARK B, 1939, BUT
 LX5701'THE STATION COULD NOT BE FOUND.  IT IS BELIEVED THAT THE
 LX5701'STATION IS LOST UNDER THE FILL.
 LX5701'
 LX5701'THIS STATION HAS PREVIOUSLY BEEN LISTED AS COMPANY ENGINEER
 LX5701'STATION, GREENPORT, 1933, HOWEVER IT SHOULD BE LISTED AS
 LX5701'COUNTY ENGINEER STATION, GREENPORT, 1933.
 LX5701
 LX5701                          STATION RECOVERY (1998)
 LX5701
 LX5701'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5699 ***********************************************************************
 LX5699  DESIGNATION -  COUNTY MARK B
 LX5699  PID         -  LX5699
 LX5699  STATE/COUNTY-  NY/SUFFOLK
 LX5699  USGS QUAD   -  GREENPORT (1956)
 LX5699
 LX5699                         *CURRENT SURVEY CONTROL
 LX5699  ___________________________________________________________________
 LX5699* NAD 83(1996)-  41 06 45.94617(N)    072 20 34.20791(W)     ADJUSTED  
 LX5699* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5699  ___________________________________________________________________
 LX5699  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LX5699  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LX5699
 LX5699  HORZ ORDER  -  SECOND
 LX5699
 LX5699.The horizontal coordinates were established by classical geodetic methods
 LX5699.and adjusted by the National Geodetic Survey in January 1999..
 LX5699
 LX5699.The orthometric height was scaled from a topographic map.
 LX5699
 LX5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5699
 LX5699.The geoid height was determined by GEOID03.
 LX5699
 LX5699;                    North         East     Units Scale Factor Converg.
 LX5699;SPC NY L     -   106,378.998   439,180.394   MT  1.00000538   +1 05 02.1
 LX5699;SPC NY L     -   349,011.76  1,440,877.68   sFT  1.00000538   +1 05 02.1
 LX5699;SPC CT       -   183,513.450   338,999.231   MT  1.00000996   +0 16 11.9
 LX5699;SPC CT       -   602,077.04  1,112,199.98   sFT  1.00000996   +0 16 11.9
 LX5699;UTM  18      - 4,554,677.909   723,101.275   MT  1.00021263   +1 44 52.5
 LX5699
 LX5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5699!SPC NY L     -   1.00000460  x   1.00000538  =   1.00000998
 LX5699!SPC CT       -   1.00000460  x   1.00000996  =   1.00001456
 LX5699!UTM  18      -   1.00000460  x   1.00021263  =   1.00021723
 LX5699
 LX5699:                Primary Azimuth Mark                     Grid Az
 LX5699:SPC NY L     -  LONG BEACH BAR LH                        096 24 48.2
 LX5699:SPC CT       -  LONG BEACH BAR LH                        097 13 38.4
 LX5699:UTM  18      -  LONG BEACH BAR LH                        095 44 57.8
 LX5699
 LX5699|---------------------------------------------------------------------|
 LX5699| PID    Reference Object                     Distance      Geod. Az  |
 LX5699|                                                           dddmmss.s |
 LX5699| LX5711 LONG BEACH BAR LH                   APPROX. 3.1 KM 0972950.3 |
 LX5699| LX5714 GREENPORT WATER TANK                APPROX. 2.8 KM 2492436.0 |
 LX5699|---------------------------------------------------------------------|
 LX5699
 LX5699                          SUPERSEDED SURVEY CONTROL
 LX5699
 LX5699  NAD 83(1996)-  41 06 45.94629(N)    072 20 34.20797(W) AD(       ) 2
 LX5699  NAD 83(1992)-  41 06 45.94498(N)    072 20 34.20721(W) AD(       ) 2
 LX5699  NAD 83(1986)-  41 06 45.94713(N)    072 20 34.21266(W) AD(       ) 2
 LX5699  NAD 27      -  41 06 45.58800(N)    072 20 35.91600(W) AD(       ) 2
 LX5699
 LX5699.Superseded values are not recommended for survey control.
 LX5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5699.See file dsdata.txt to determine how the superseded data were derived.
 LX5699
 LX5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2310154678(NAD 83)
 LX5699
 LX5699  HISTORY     - Date     Condition        Report By
 LX5699  HISTORY     - 1939     MONUMENTED       CGS
 LX5699  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5699  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX5699  HISTORY     - 19980622 MARK NOT FOUND   USPSQD
 LX5699
 LX5699                          STATION DESCRIPTION
 LX5699
 LX5699'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5699'STATION IS LOCATED ON CLEAVES POINT ON SAND BEACH, JUST ABOVE
 LX5699'HIGH-WATER LINE, IN FRONT OF EXTENSIVE GRASS LAWN OF LARGE FRAME
 LX5699'HOUSE.  STATION IS W OF A SMALL BEACH HOUSE AND W OF THE MAIN
 LX5699'ROAD LEADING TO CLEAVES POINT.
 LX5699'
 LX5699'STATION IS MARKED BY A 3/4-INCH IRON ROD SET IN A ROUNDED MASS
 LX5699'OF CONCRETE FLUSH WITH THE BEACH.  CONCRETE IS INSCRIBED SUFFOLK
 LX5699'COUNTY B.
 LX5699'
 LX5699'BASE OF FLAGPOLE IS USED AS REFERENCE MARK.
 LX5699'
 LX5699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LX5699
 LX5699                          STATION RECOVERY (1962)
 LX5699
 LX5699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SBC)
 LX5699'STATION IS FLUSH WITH THE GROUND IN CENTER OF SMALL HOLLOW,
 LX5699'60 FT. EAST OF THE EAST LINE OF THE HOUSE, 462 FT. SOUTHWEST OF
 LX5699'THE FENCE ON THE SOUTHWEST SIDE OF SHIPYARD LANE, 169.2
 LX5699'FT. NORTHWEST OF THE SOUTHWEST CORNER OF AN OLD DOCK,
 LX5699'196.0 FT. SOUTH OF THE SOUTH CORNER OF THE SOUTHEAST WING OF
 LX5699'THE 3 STORY FRAME HOUSE.
 LX5699
 LX5699                          STATION RECOVERY (1962)
 LX5699
 LX5699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5699'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 LX5699'FOLLOWS--
 LX5699'
 LX5699'THE SMALL BEACH HOUSE AND FLAGPOLE NO LONGER EXIST.
 LX5699'
 LX5699'THE STATION IS LOCATED ON CLEAVES POINT IN THE YARD OF A
 LX5699'THREE-STORY ABANDONED HOUSE, 75 FEET NORTHEAST OF HWL, 196
 LX5699'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED HOUSE
 LX5699'OWNED BY CRESCENT BEACH COLONY, 432 FEET WEST OF POWER LINE
 LX5699'POLE NO. 25, 427 FEET EAST OF THE SOUTH END OF SMALL BOAT DOCK.
 LX5699'
 LX5699'STATION IS MARKED BY A 3/4 INCH IRON ROD SET IN A ROUNDED MASS
 LX5699'OF CONCRETE FLUSH WITH THE GROUND.  THE CONCRETE IS INSCRIBED
 LX5699'SUFFOLK COUNTY B.
 LX5699
 LX5699                          STATION RECOVERY (1998)
 LX5699
 LX5699'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1746 ***********************************************************************
 OF1746  DESIGNATION -  COURT 1925
 OF1746  PID         -  OF1746
 OF1746  STATE/COUNTY-  NY/MONROE
 OF1746  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1746
 OF1746                         *CURRENT SURVEY CONTROL
 OF1746  ___________________________________________________________________
 OF1746* NAD 83(1996)-  43 09 12.95888(N)    077 36 26.79374(W)     ADJUSTED  
 OF1746* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 OF1746  ___________________________________________________________________
 OF1746  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 OF1746  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF1746
 OF1746  HORZ ORDER  -  SECOND
 OF1746
 OF1746.The horizontal coordinates were established by classical geodetic methods
 OF1746.and adjusted by the National Geodetic Survey in January 1999..
 OF1746
 OF1746.The orthometric height was scaled from a topographic map.
 OF1746
 OF1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1746
 OF1746.The geoid height was determined by GEOID03.
 OF1746
 OF1746;                    North         East     Units Scale Factor Converg.
 OF1746;SPC NY W     -   350,695.346   429,371.857   MT  1.00001497   +0 40 03.0
 OF1746;SPC NY W     - 1,150,572.98  1,408,697.50   sFT  1.00001497   +0 40 03.0
 OF1746;UTM  18      - 4,781,172.576   287,996.973   MT  1.00015293   -1 47 02.5
 OF1746
 OF1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1746!SPC NY W     -   0.99998067  x   1.00001497  =   0.99999564
 OF1746!UTM  18      -   0.99998067  x   1.00015293  =   1.00013360
 OF1746
 OF1746:                Primary Azimuth Mark                     Grid Az
 OF1746:SPC NY W     -  GRIFFITH 1925                            168 06 53.7
 OF1746:UTM  18      -  GRIFFITH 1925                            170 33 59.2
 OF1746
 OF1746|---------------------------------------------------------------------|
 OF1746| PID    Reference Object                     Distance      Geod. Az  |
 OF1746|                                                           dddmmss.s |
 OF1746| OF1744 GRIFFITH 1925                       449.957 METERS 1684656.7 |
 OF1746| OF1755 SOUTH 1925                          342.443 METERS 34145     |
 OF1746|---------------------------------------------------------------------|
 OF1746
 OF1746                          SUPERSEDED SURVEY CONTROL
 OF1746
 OF1746  NAD 83(1986)-  43 09 12.96717(N)    077 36 26.79258(W) AD(       ) 2
 OF1746  NAD 27      -  43 09 12.74400(N)    077 36 27.78900(W) AD(       ) 2
 OF1746
 OF1746.Superseded values are not recommended for survey control.
 OF1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1746.See file dsdata.txt to determine how the superseded data were derived.
 OF1746
 OF1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8799781173(NAD 83)
 OF1746
 OF1746  HISTORY     - Date     Condition        Report By
 OF1746  HISTORY     - 1925     MONUMENTED       CGS
 OF1746  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1746
 OF1746                          STATION DESCRIPTION
 OF1746
 OF1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1746'IN ROCHESTER, IN THE SIDEWALK, 1.13 METERS EAST OF THE EAST
 OF1746'CURB OF SOUTH AVENUE, 7.19 METERS SOUTH OF THE SOUTH CURB LINE
 OF1746'OF COURT STREET, 5.11 METERS SOUTHWEST OF AN R.C.S. MARK
 OF1746'LOCATED IN THE SIDEWALK AT THE SOUTHEAST CORNER OF COURT STREET
 OF1746'AND SOUTH AVENUE, AND 4.63 METERS SOUTHWEST OF THE NORTHWEST
 OF1746'CORNER OF THE BLOCK AT THIS SAME CORNER.  STATION IS SET AS
 OF1746'DESCRIBED IN NOTE D-1.
 OF1746
 OF1746                          STATION RECOVERY (1977)
 OF1746
 OF1746'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1746'COURT GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4337 ***********************************************************************
 LX4337  DESIGNATION -  COVE
 LX4337  PID         -  LX4337
 LX4337  STATE/COUNTY-  NY/ROCKLAND
 LX4337  USGS QUAD   -  PEEKSKILL (1981)
 LX4337
 LX4337                         *CURRENT SURVEY CONTROL
 LX4337  ___________________________________________________________________
 LX4337* NAD 83(1996)-  41 16 26.24917(N)    073 58 22.76493(W)     ADJUSTED  
 LX4337* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX4337  ___________________________________________________________________
 LX4337  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 LX4337  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LX4337
 LX4337  HORZ ORDER  -  THIRD
 LX4337
 LX4337.The horizontal coordinates were established by classical geodetic methods
 LX4337.and adjusted by the National Geodetic Survey in January 1999..
 LX4337
 LX4337.The orthometric height was scaled from a topographic map.
 LX4337
 LX4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4337
 LX4337.The geoid height was determined by GEOID03.
 LX4337
 LX4337;                    North         East     Units Scale Factor Converg.
 LX4337;SPC NY E     -   271,103.315   194,151.627   MT  0.99992398   +0 20 51.6
 LX4337;SPC NY E     -   889,444.79    636,979.13   sFT  0.99992398   +0 20 51.6
 LX4337;UTM  18      - 4,569,678.295   586,015.074   MT  0.99969105   +0 40 39.1
 LX4337
 LX4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4337!SPC NY E     -   1.00000183  x   0.99992398  =   0.99992581
 LX4337!UTM  18      -   1.00000183  x   0.99969105  =   0.99969288
 LX4337
 LX4337:                Primary Azimuth Mark                     Grid Az
 LX4337:SPC NY E     -  JONES POINT EPIS CHURCH CROSS            046 36 09.3
 LX4337:UTM  18      -  JONES POINT EPIS CHURCH CROSS            046 16 21.8
 LX4337
 LX4337|---------------------------------------------------------------------|
 LX4337| PID    Reference Object                     Distance      Geod. Az  |
 LX4337|                                                           dddmmss.s |
 LX4337| LX4311 JONES POINT EPIS CHURCH CROSS       APPROX. 1.5 KM 0465700.9 |
 LX4337| LX4297 NORTH PEEKSKILL WEST STANDPIPE      APPROX. 6.6 KM 0645734.2 |
 LX4337| CB3893 COVE RM 2                            14.375 METERS 19729     |
 LX4337| LX4320 TOM                                 APPROX. 1.6 KM 1975118.6 |
 LX4337| CB3892 COVE RM 1                            20.500 METERS 32809     |
 LX4337|---------------------------------------------------------------------|
 LX4337
 LX4337                          SUPERSEDED SURVEY CONTROL
 LX4337
 LX4337  NAD 83(1986)-  41 16 26.25015(N)    073 58 22.76668(W) AD(       ) 3
 LX4337  NAD 27      -  41 16 25.91174(N)    073 58 24.26287(W) AD(       ) 3
 LX4337
 LX4337.Superseded values are not recommended for survey control.
 LX4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4337.See file dsdata.txt to determine how the superseded data were derived.
 LX4337
 LX4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8601569678(NAD 83)
 LX4337_MARKER: Z = SEE DESCRIPTION
 LX4337_SETTING: 0 = UNSPECIFIED SETTING
 LX4337
 LX4337  HISTORY     - Date     Condition        Report By
 LX4337  HISTORY     - 1932     MONUMENTED       CGS
 LX4337  HISTORY     - 1945     SEE DESCRIPTION  CGS
 LX4337
 LX4337                          STATION DESCRIPTION
 LX4337
 LX4337'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4337'STATION COVE IS LOCATED ON THE W SIDE OF THE HUDSON RIVER ABOUT
 LX4337'1 1/2-MILES ABOVE TOMPKINS COVE AND OPPOSITE INDIAN POINT
 LX4337'PARK.  IT IS LOCATED ON TOP OF THE BLUFF WHERE THE W SHORE
 LX4337'RAILROAD MAKES A DEEP CUT IN THE ROCKY HILLSIDE.  THIS POINT IS
 LX4337'ON THE EDGE OF THE CUT WHERE THE OLD HIGHWAY, NOW ABANDONED,
 LX4337'MADE A TURN.  THE NEW HIGHWAY PASSES ABOUT 20 METERS W OF THE
 LX4337'STATION.
 LX4337'
 LX4337'STATION MARK IS A STANDARD DISK SET WITH CEMENT IN A ROUNDED
 LX4337'BOULDER, 3 METERS FROM THE EDGE OF THE BLUFF AND 1 METER
 LX4337'OUTSIDE THE EDGE OF THE OLD MACADAM ROAD.
 LX4337'
 LX4337'TWO REFERENCE MARKS WERE SET.  REFERENCE MARK NO.1, STATION
 LX4337'COVE AND STATION DUMP ARE IN RANGE, REFERENCE MARK BEING ON AN
 LX4337'EXTENSION OF THIS LINE.  REFERENCE MARK NO.2 IS A STANDARD DISK
 LX4337'SET IN THE TOP OF FACE OF BEDROCK AT THE SAME ELEVATION AS THE
 LX4337'STATION AND ALMOST EXACTLY ON RANGE WITH STATION TOM.  ALL MARKS
 LX4337'STAMPED COVE 1932.
 LX4337
 LX4337                          STATION RECOVERY (1945)
 LX4337
 LX4337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 LX4337'STATION MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LX4337'
 LX4337'ONLY ONE REFERENCE MARK WAS RECOVERED.  THIS MARK IS STAMPED
 LX4337'COVE NO.1, IS ALMOST ON RANGE TO STATION TOM, AND CORRESPONDS
 LX4337'IN DISTANCE AND DIRECTION TO THE MARK DESCRIBED AS NO.2 IN THE
 LX4337'ORIGINAL DESCRIPTION.
 LX4337'
 LX4337'THE SECOND REFERENCE MARK WAS NOT RECOVERED, HOWEVER, TIME
 LX4337'WAS NOT AVAILABLE FOR AN EXHAUSTIVE SEARCH, AND IT IS PROBABLY
 LX4337'COVERED WITH SOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4594 ***********************************************************************
 LX4594  DESIGNATION -  COVE
 LX4594  PID         -  LX4594
 LX4594  STATE/COUNTY-  NY/DUTCHESS
 LX4594  USGS QUAD   -  KINGSTON EAST (1980)
 LX4594
 LX4594                         *CURRENT SURVEY CONTROL
 LX4594  ___________________________________________________________________
 LX4594* NAD 83(1996)-  41 56 06.43311(N)    073 56 36.36861(W)     ADJUSTED  
 LX4594* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX4594  ___________________________________________________________________
 LX4594  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LX4594  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX4594
 LX4594  HORZ ORDER  -  THIRD
 LX4594
 LX4594.The horizontal coordinates were established by classical geodetic methods
 LX4594.and adjusted by the National Geodetic Survey in January 1999..
 LX4594
 LX4594.The orthometric height was scaled from a topographic map.
 LX4594
 LX4594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4594
 LX4594.The geoid height was determined by GEOID03.
 LX4594
 LX4594;                    North         East     Units Scale Factor Converg.
 LX4594;SPC NY E     -   344,544.219   196,154.048   MT  0.99992620   +0 22 19.0
 LX4594;SPC NY E     - 1,130,392.16    643,548.74   sFT  0.99992620   +0 22 19.0
 LX4594;UTM  18      - 4,643,112.501   587,591.509   MT  0.99969441   +0 42 22.1
 LX4594
 LX4594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4594!SPC NY E     -   1.00000376  x   0.99992620  =   0.99992996
 LX4594!UTM  18      -   1.00000376  x   0.99969441  =   0.99969817
 LX4594
 LX4594|---------------------------------------------------------------------|
 LX4594| PID    Reference Object                     Distance      Geod. Az  |
 LX4594|                                                           dddmmss.s |
 LX4594| CB3895 COVE RM 2                            17.050 METERS 04909     |
 LX4594| CB3894 COVE RM 1                            17.437 METERS 16031     |
 LX4594| LX1456 RHINECLIFF 2                        APPROX. 1.9 KM 2043151.0 |
 LX4594|---------------------------------------------------------------------|
 LX4594
 LX4594                          SUPERSEDED SURVEY CONTROL
 LX4594
 LX4594  NAD 83(1986)-  41 56 06.43402(N)    073 56 36.36772(W) AD(       ) 3
 LX4594  NAD 27      -  41 56 06.10100(N)    073 56 37.87600(W) AD(       ) 3
 LX4594
 LX4594.Superseded values are not recommended for survey control.
 LX4594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4594.See file dsdata.txt to determine how the superseded data were derived.
 LX4594
 LX4594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8759243113(NAD 83)
 LX4594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4594
 LX4594  HISTORY     - Date     Condition        Report By
 LX4594  HISTORY     - 1934     MONUMENTED       CGS
 LX4594  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4594  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4594
 LX4594                          STATION DESCRIPTION
 LX4594
 LX4594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 LX4594'ON THE E SIDE OF HUDSON RIVER ABOUT 1 MILE N OF RHINECLIFF.  ABOUT
 LX4594'200 YARDS N OF THE POINT WHERE THE LOW MARSH LAND TO E OF THE
 LX4594'RAILROAD TRACKS ENDS NEAR THE CURVE OF THE TRACKS TO THE WESTWARD.
 LX4594'
 LX4594'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4594'CONCRETE AS DESCRIBED IN NOTES 1A AND 11B.
 LX4594'
 LX4594'STATION IS AT THE NORTHERN END OF THE MORE SOUTHERLY OF TWO
 LX4594'DISTINCT BLUFFS E OF THE NEW YORK CENTRAL RAILROAD TRACKS.  IT IS
 LX4594'N OF THE EXTREME PEAK OF THE BLUFF AND 6 FEET W OF THE FENCE
 LX4594'LINE.  IT IS APPROXIMATELY 75 FEET E OF THE MOST EASTERLY RAIL OF
 LX4594'THE RAILROAD TRACKS.
 LX4594
 LX4594                          STATION RECOVERY (1935)
 LX4594
 LX4594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4594'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 LX4594'WERE TAKEN, AS PER SKETCH, TO SUPPLEMENT ORIGINAL DESCRIPTION AND
 LX4594'TO ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 LX4594
 LX4594                          STATION RECOVERY (1975)
 LX4594
 LX4594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4594'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 WAS
 LX4594'NOT FOUND, ALTHOUGH IT POSSIBLY STILL EXISTS AND IS COVERED.  RM 1
 LX4594'IS SOUTH-SOUTHEAST OF STATION AND ABOUT ON HIGH POINT OF THE
 LX4594'BLUFF.  BOTH THE STATION MARK AND RM 2 ARE NOW FLUSH WITH
 LX4594'GROUND.  VIEW FROM STATION IS OPEN FROM SOUTHERLY CLOCKWISE
 LX4594'AROUND TO NORTH.
 LX4594'
 LX4594'TO REACH STATION FROM THE RAILROAD STATION AT RHINECLIFF, GO
 LX4594'NORTH ON ACCESS ROAD ALONG RAILROAD TRACKS FOR 1.0 MILE TO THE
 LX4594'FIRST RAILROAD CUT ON EAST SIDE OF TRACKS, AND STATION ON THE
 LX4594'BLUFF.
 LX4594'
 LX4594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4594'1-3/4 MILES WNW OF RHINEBECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2864 ***********************************************************************
 KU2864  DESIGNATION -  COVE
 KU2864  PID         -  KU2864
 KU2864  STATE/COUNTY-  NY/NASSAU
 KU2864  USGS QUAD   -  BAYVILLE (1975)
 KU2864
 KU2864                         *CURRENT SURVEY CONTROL
 KU2864  ___________________________________________________________________
 KU2864* NAD 83(1996)-  40 53 37.34409(N)    073 30 23.23169(W)     ADJUSTED  
 KU2864* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2864  ___________________________________________________________________
 KU2864  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KU2864  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 KU2864
 KU2864  HORZ ORDER  -  THIRD
 KU2864
 KU2864.The horizontal coordinates were established by classical geodetic methods
 KU2864.and adjusted by the National Geodetic Survey in January 1999..
 KU2864
 KU2864.The orthometric height was scaled from a topographic map.
 KU2864
 KU2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2864
 KU2864.The geoid height was determined by GEOID03.
 KU2864
 KU2864;                    North         East     Units Scale Factor Converg.
 KU2864;SPC NY L     -    80,852.588   341,590.865   MT  0.99999519   +0 19 22.2
 KU2864;SPC NY L     -   265,263.87  1,120,702.70   sFT  0.99999519   +0 19 22.2
 KU2864;SPC CT       -   159,384.218   241,052.082   MT  1.00004507   -0 30 05.7
 KU2864;SPC CT       -   522,913.06    790,851.71   sFT  1.00004507   -0 30 05.7
 KU2864;UTM  18      - 4,528,031.248   625,813.209   MT  0.99979482   +0 58 40.4
 KU2864
 KU2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2864!SPC NY L     -   1.00000472  x   0.99999519  =   0.99999991
 KU2864!SPC CT       -   1.00000472  x   1.00004507  =   1.00004979
 KU2864!UTM  18      -   1.00000472  x   0.99979482  =   0.99979953
 KU2864
 KU2864:                Primary Azimuth Mark                     Grid Az
 KU2864:SPC NY L     -  LOG                                      012 00 34.5
 KU2864:SPC CT       -  LOG                                      012 50 02.4
 KU2864:UTM  18      -  LOG                                      011 21 16.3
 KU2864
 KU2864|---------------------------------------------------------------------|
 KU2864| PID    Reference Object                     Distance      Geod. Az  |
 KU2864|                                                           dddmmss.s |
 KU2864| KU2704 LOG                                 APPROX. 4.1 KM 0121956.7 |
 KU2864| KU2865 CAR                                  69.311 METERS 07232     |
 KU2864| KU2876 SMITHS CUPOLA                       APPROX. 1.7 KM 2472731.8 |
 KU2864| CB6714 COVE RM                              31.390 METERS 26851     |
 KU2864| KU2877 ITE                                 APPROX. 1.3 KM 2763711.3 |
 KU2864|---------------------------------------------------------------------|
 KU2864
 KU2864                          SUPERSEDED SURVEY CONTROL
 KU2864
 KU2864  NAD 83(1996)-  40 53 37.34656(N)    073 30 23.23090(W) AD(       ) 3
 KU2864  NAD 83(1992)-  40 53 37.34768(N)    073 30 23.23150(W) AD(       ) 3
 KU2864  NAD 83(1986)-  40 53 37.34877(N)    073 30 23.23337(W) AD(       ) 3
 KU2864  NAD 27      -  40 53 37.00200(N)    073 30 24.79800(W) AD(       ) 3
 KU2864
 KU2864.Superseded values are not recommended for survey control.
 KU2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2864.See file dsdata.txt to determine how the superseded data were derived.
 KU2864
 KU2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2581328031(NAD 83)
 KU2864_MARKER: DS = TRIANGULATION STATION DISK
 KU2864_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2864_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2864
 KU2864  HISTORY     - Date     Condition        Report By
 KU2864  HISTORY     - 1914     MONUMENTED       CGS
 KU2864  HISTORY     - 1931     GOOD             CGS
 KU2864  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2864  HISTORY     - 1965     MARK NOT FOUND   CGS
 KU2864  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 KU2864
 KU2864                          STATION DESCRIPTION
 KU2864
 KU2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 KU2864'STATION IS LOCATED ON POINT OF LAND ABOUT 100 METERS S OF OLD
 KU2864'SCHOONER USED AS A BREAKWATER TO THE ENTRANCE OF A SMALL
 KU2864'HARBOR.  STATION IS 3 METERS INSIDE OF HIGH-WATER LINE ON THE
 KU2864'W BEACH AND 8 METERS ON THE S BEACH.  ON THE BEACH S OF THE
 KU2864'STATION ARE A LARGE NUMBER OF BRICKBATS.
 KU2864'
 KU2864'STATION IS MARKED BY A HOLE ABOUT 2 FEET DEEP AND DUG IN THE
 KU2864'GROUND.  A SUITABLE STAKE ABOUT 4 FEET IN LENGTH WAS THEN DRIVEN
 KU2864'FIRMLY INTO THE GROUND.  A PIECE OF TILE PIPE ABOUT 2 FEET
 KU2864'LONG WAS SLIPPED OVER THE STAKE AND FILLED WITH CONCRETE.  A
 KU2864'BATCH OF CONCRETE WAS PLACED AT THE BASE OF THE TILE AND THE
 KU2864'REMAINDER OF THE HOLE WAS FILLED WITH EARTH.  A STANDARD DISK
 KU2864'STATION MARK WAS THEN PLACED IN THE TOP OF THE TILE AND ABOUT
 KU2864'FLUSH WITH THE SURROUNDING SURFACE.  THE STATION MARK RESTS ON
 KU2864'THE TOP OF THE STAKE.
 KU2864'
 KU2864'REFERENCE MARK IS SAME AS STATION MARK EXCEPT THAT A STANDARD
 KU2864'DISK REFERENCE MARK REPLACES THE STATION MARK, THE ARROW POINTING
 KU2864'TOWARD THE STATION.  ALSO, THE REFERENCE MARK RISES ABOVE THE
 KU2864'SURROUNDING SURFACE FROM 4 TO 5 INCHES, WITH A BATCH OF CONCRETE
 KU2864'PLACED AROUND IT.
 KU2864'
 KU2864'STANDING AT THE STANDARD REFERENCE MARK, THE EASTERNMOST OF 2
 KU2864'SMALL CEDARS ACROSS THE SWAMP, IS ON RANGE WITH E GABLE OF
 KU2864'YELLOW BARN NEAR WOODS TO THE SOUTHWARD.
 KU2864
 KU2864                          STATION RECOVERY (1931)
 KU2864
 KU2864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2864'STATION IS LOCATED ON THE NORTHWESTERN PART OF COVE NECK, OYSTER
 KU2864'BAY, ON THE NARROW NECK OF LAND AT COVE POINT, AND ABOUT MIDWAY
 KU2864'BETWEEN HIGH-WATER MARK AND SWAMP.  THE CONCRETE SEA WALL AND
 KU2864'THE TWO CEDARS AND YELLOW BARN WHICH WERE DESCRIBED AS BEING ON
 KU2864'RANGE AT THE REFERENCE MARK ARE NO LONGER THERE.  THE STATION
 KU2864'MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND, BEING
 KU2864'COVERED BY SAND DURING STORM HIGH WATER.
 KU2864'
 KU2864'THE REFERENCE MARK WAS FOUND AS DESCRIBED, EXCEPT AS NOTED ABOVE.
 KU2864
 KU2864                          STATION RECOVERY (1951)
 KU2864
 KU2864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU2864'THIS STATION COULD NOT BE FOUND.  THERE ARE NO DEFINITE
 KU2864'MEASUREMENTS AVAILABLE.  THE SEA WALL IS GONE.
 KU2864
 KU2864                          STATION RECOVERY (1965)
 KU2864
 KU2864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KU2864'A TWO-HOUR SEARCH BY TWO MEN FAILED TO REVEAL ANY TRACE OF
 KU2864'THE STATION.
 KU2864
 KU2864                          STATION RECOVERY (1992)
 KU2864
 KU2864'RECOVERY NOTE BY US POWER SQUADRON 1992 (TD)
 KU2864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0602 ***********************************************************************
 PH0602  DESIGNATION -  COVER
 PH0602  PID         -  PH0602
 PH0602  STATE/COUNTY-  NY/ST LAWRENCE
 PH0602  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0602
 PH0602                         *CURRENT SURVEY CONTROL
 PH0602  ___________________________________________________________________
 PH0602* NAD 83(1986)-  44 59 20.     (N)    074 46 15.     (W)     SCALED    
 PH0602* NAVD 88     -        49.102  (meters)     161.10   (feet)  ADJUSTED  
 PH0602  ___________________________________________________________________
 PH0602  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PH0602  DYNAMIC HT  -          49.101 (meters)     161.09  (feet)  COMP
 PH0602  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 PH0602
 PH0602  VERT ORDER  -  FIRST     CLASS 0
 PH0602
 PH0602.The horizontal coordinates were scaled from a topographic map and have
 PH0602.an estimated accuracy of +/- 6 seconds.
 PH0602
 PH0602.The orthometric height was determined by differential leveling
 PH0602.and adjusted by the National Geodetic Survey in June 1991..
 PH0602
 PH0602.The geoid height was determined by GEOID03.
 PH0602
 PH0602.The dynamic height is computed by dividing the NAVD 88
 PH0602.geopotential number by the normal gravity value computed on the
 PH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0602.degrees latitude (g = 980.6199 gals.).
 PH0602
 PH0602.The modeled gravity was interpolated from observed gravity values.
 PH0602
 PH0602;                    North         East    Units  Estimated Accuracy
 PH0602;SPC NY E     -   683,680.      128,640.      MT  (+/- 180 meters Scaled)
 PH0602
 PH0602                          SUPERSEDED SURVEY CONTROL
 PH0602
 PH0602  NGVD 29 (??/??/92)   49.21   (m)          161.4    (f) COMPUTED    1 0
 PH0602
 PH0602.Superseded values are not recommended for survey control.
 PH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0602.See file dsdata.txt to determine how the superseded data were derived.
 PH0602
 PH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ180817(NAD 83)
 PH0602_MARKER: Z = SEE DESCRIPTION
 PH0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0602_SP_SET: WALL
 PH0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0602
 PH0602  HISTORY     - Date     Condition        Report By
 PH0602  HISTORY     - UNK      MONUMENTED       USLS
 PH0602  HISTORY     - 1969     GOOD             USLS
 PH0602
 PH0602                          STATION DESCRIPTION
 PH0602
 PH0602'DESCRIBED BY US LAKE SURVEY 1969
 PH0602'IN SNELL LOCK.
 PH0602'IS IN ST. LAWRENCE COUNTY, NEW YORK, AT THE DOWNRIVER AND NORTH SIDE
 PH0602'OF SNELL LOCK AT THE TENTH LAMP POST DOWNRIVER FROM DOWNRIVER CONTROL
 PH0602'BUILDING, 20.5 FEET FROM THE CHANNEL FACE OF THE WALL, 1.8 FEET
 PH0602'SOUTHEAST OF THE SOUTHWEST CORNER OF A RECTANGULAR METAL MANHOLE
 PH0602'COVER, BEING HIGHEST POINT IN A RECTANGLE CUT IN THE CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3764 ***********************************************************************
 KU3764  DESIGNATION -  COVER 1933
 KU3764  PID         -  KU3764
 KU3764  STATE/COUNTY-  NY/BRONX
 KU3764  USGS QUAD   -  FLUSHING (1979)
 KU3764
 KU3764                         *CURRENT SURVEY CONTROL
 KU3764  ___________________________________________________________________
 KU3764* NAD 83(1996)-  40 51 48.01616(N)    073 48 47.28104(W)     ADJUSTED  
 KU3764* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3764  ___________________________________________________________________
 KU3764  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 KU3764  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU3764
 KU3764  HORZ ORDER  -  THIRD
 KU3764
 KU3764.The horizontal coordinates were established by classical geodetic methods
 KU3764.and adjusted by the National Geodetic Survey in January 1999..
 KU3764
 KU3764.The orthometric height was scaled from a topographic map.
 KU3764
 KU3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3764
 KU3764.The geoid height was determined by GEOID03.
 KU3764
 KU3764;                    North         East     Units Scale Factor Converg.
 KU3764;SPC NY E     -   225,599.475   207,903.241   MT  0.99994125   +0 26 57.8
 KU3764;SPC NY E     -   740,154.28    682,095.88   sFT  0.99994125   +0 26 57.8
 KU3764;SPC CT       -   156,283.911   215,166.852   MT  1.00005108   -0 42 17.7
 KU3764;SPC CT       -   512,741.46    705,926.58   sFT  1.00005108   -0 42 17.7
 KU3764;UTM  18      - 4,524,264.298   600,024.211   MT  0.99972314   +0 46 35.7
 KU3764
 KU3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3764!SPC NY E     -   1.00000448  x   0.99994125  =   0.99994573
 KU3764!SPC CT       -   1.00000448  x   1.00005108  =   1.00005556
 KU3764!UTM  18      -   1.00000448  x   0.99972314  =   0.99972761
 KU3764
 KU3764:                Primary Azimuth Mark                     Grid Az
 KU3764:SPC NY E     -  NO 6 USE 1933                            187 33 44.4
 KU3764:SPC CT       -  NO 6 USE 1933                            188 42 59.9
 KU3764:UTM  18      -  NO 6 USE 1933                            187 14 06.5
 KU3764
 KU3764|---------------------------------------------------------------------|
 KU3764| PID    Reference Object                     Distance      Geod. Az  |
 KU3764|                                                           dddmmss.s |
 KU3764| KU3769 NO 6 USE 1933                       462.861 METERS 1880042.2 |
 KU3764| KU3770 NO 3 USE 1933                       138.393 METERS 32923     |
 KU3764|---------------------------------------------------------------------|
 KU3764
 KU3764                          SUPERSEDED SURVEY CONTROL
 KU3764
 KU3764  NAD 83(1996)-  40 51 48.01714(N)    073 48 47.28155(W) AD(       ) 3
 KU3764  NAD 83(1992)-  40 51 48.01597(N)    073 48 47.28244(W) AD(       ) 3
 KU3764  NAD 83(1986)-  40 51 48.01901(N)    073 48 47.28105(W) AD(       ) 3
 KU3764  NAD 27      -  40 51 47.65400(N)    073 48 48.79900(W) AD(       ) 3
 KU3764
 KU3764.Superseded values are not recommended for survey control.
 KU3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3764.See file dsdata.txt to determine how the superseded data were derived.
 KU3764
 KU3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0002424264(NAD 83)
 KU3764_MARKER: DS = TRIANGULATION STATION DISK
 KU3764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU3764+STABILITY: SURFACE MOTION
 KU3764
 KU3764  HISTORY     - Date     Condition        Report By
 KU3764  HISTORY     - 1933     MONUMENTED       CGS
 KU3764  HISTORY     - 1967     MARK NOT FOUND   CGS
 KU3764
 KU3764                          STATION DESCRIPTION
 KU3764
 KU3764'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3764'STATION IS A CONCRETE BLOCK OF STANDARD DIMENSIONS WITH A STANDARD
 KU3764'SURFACE STATION MARK SHOWING ABOUT 3 INCHES BELOW THE NATURAL SURFACE.
 KU3764'
 KU3764'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KU3764'
 KU3764'NO REFERENCE MARKS WERE SET BECAUSE OF THE SUBORDINATE IMPORTANCE
 KU3764'OF THE POINT.
 KU3764'
 KU3764'THE STATION WAS ESTABLISHED AT A DISTANCE OF 138.4 METERS FROM
 KU3764'NO.3 IN THE NORTHEASTERLY CORNER OF THE UPPER EAST CHESTER BAY.
 KU3764'IT IS FOUND ON HIGHER GROUND IN THE SWAMPY LOWLAND S OF THE
 KU3764'NORTHEASTERLY APPROACH OF PELHAM BAY BRIDGE, ABOUT 20 FEET FROM
 KU3764'THE WATERS EDGE AT HIGH TIDE.  FOUR WITNESS STAKES WERE DRIVEN AT
 KU3764'A DISTANCE OF 1/2 FOOT FROM EACH UPPER EDGE OF THE CONCRETE BASE.
 KU3764
 KU3764                          STATION RECOVERY (1967)
 KU3764
 KU3764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KU3764'THE AREA WAS THOROUGHLY SEARCHED BUT THE MARK WAS NOT FOUND.  THE
 KU3764'MARK WAS PLACED UNDERGROUND IN 1933 AND NO REFERENCE OBJECTS OR
 KU3764'MARKS WERE ESTABLISHED.  THIS MARK COULD BE RECOVERED BY TRAVERSE
 KU3764'OR TRIANGULATION METHODS ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0061 ***********************************************************************
 KU0061  DESIGNATION -  COW
 KU0061  PID         -  KU0061
 KU0061  STATE/COUNTY-  NY/SUFFOLK
 KU0061  USGS QUAD   -  SOUTHAMPTON (1956)
 KU0061
 KU0061                         *CURRENT SURVEY CONTROL
 KU0061  ___________________________________________________________________
 KU0061* NAD 83(1996)-  40 56 51.57371(N)    072 25 41.74483(W)     ADJUSTED  
 KU0061* NAVD 88     -         6.104  (meters)      20.03   (feet)  ADJUSTED  
 KU0061  ___________________________________________________________________
 KU0061  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KU0061  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU0061  DYNAMIC HT  -           6.102 (meters)      20.02  (feet)  COMP
 KU0061  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 KU0061
 KU0061  HORZ ORDER  -  THIRD
 KU0061  VERT ORDER  -  SECOND    CLASS 0
 KU0061
 KU0061.The horizontal coordinates were established by classical geodetic methods
 KU0061.and adjusted by the National Geodetic Survey in January 1999..
 KU0061
 KU0061.The orthometric height was determined by differential leveling
 KU0061.and adjusted by the National Geodetic Survey in June 1991..
 KU0061
 KU0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0061
 KU0061.The geoid height was determined by GEOID03.
 KU0061
 KU0061.The dynamic height is computed by dividing the NAVD 88
 KU0061.geopotential number by the normal gravity value computed on the
 KU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0061.degrees latitude (g = 980.6199 gals.).
 KU0061
 KU0061.The modeled gravity was interpolated from observed gravity values.
 KU0061
 KU0061;                    North         East     Units Scale Factor Converg.
 KU0061;SPC NY L     -    87,914.231   432,335.399   MT  0.99999635   +1 01 41.0
 KU0061;SPC NY L     -   288,431.94  1,418,420.39   sFT  0.99999635   +1 01 41.0
 KU0061;SPC CT       -   165,147.433   331,892.348   MT  1.00003508   +0 12 48.0
 KU0061;SPC CT       -   541,821.20  1,088,883.48   sFT  1.00003508   +0 12 48.0
 KU0061;UTM  18      - 4,536,131.800   716,468.460   MT  1.00017677   +1 41 09.9
 KU0061
 KU0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0061!SPC NY L     -   1.00000397  x   0.99999635  =   1.00000032
 KU0061!SPC CT       -   1.00000397  x   1.00003508  =   1.00003905
 KU0061!UTM  18      -   1.00000397  x   1.00017677  =   1.00018074
 KU0061
 KU0061                          SUPERSEDED SURVEY CONTROL
 KU0061
 KU0061  NAD 83(1996)-  40 56 51.57406(N)    072 25 41.74521(W) AD(       ) 3
 KU0061  NAD 83(1992)-  40 56 51.57279(N)    072 25 41.74471(W) AD(       ) 3
 KU0061  NAD 83(1986)-  40 56 51.57603(N)    072 25 41.75017(W) AD(       ) 3
 KU0061  NAD 27      -  40 56 51.20200(N)    072 25 43.45100(W) AD(       ) 3
 KU0061  NGVD 29 (??/??/92)    6.384  (m)           20.94   (f) ADJ UNCH    2 0
 KU0061
 KU0061.Superseded values are not recommended for survey control.
 KU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0061.See file dsdata.txt to determine how the superseded data were derived.
 KU0061
 KU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1646836132(NAD 83)
 KU0061_MARKER: Z = SEE DESCRIPTION
 KU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0061+STABILITY: SURFACE MOTION
 KU0061
 KU0061  HISTORY     - Date     Condition        Report By
 KU0061  HISTORY     - UNK      MONUMENTED       CGS
 KU0061  HISTORY     - 1931     GOOD             CGS
 KU0061  HISTORY     - 1933     GOOD             CGS
 KU0061  HISTORY     - 1956     GOOD             NGS
 KU0061  HISTORY     - 1962     GOOD             CGS
 KU0061
 KU0061                          STATION DESCRIPTION
 KU0061
 KU0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (WHH)
 KU0061'ABOUT 3/4 MILE EASTERLY FROM COW NECK, SOUTHERLY SIDE OF PECONIC
 KU0061'BAY, LONG ISLAND, ABOUT 30 METERS BACK FROM HIGH WATER, ON LAND
 KU0061'OF CLARENCE SCOTT ET AL.  IT IS 9.9 METERS EAST OF FENCE MARKING
 KU0061'EASTERLY LINE OF A THREE POLE HIGHWAY LEADING FROM NORTH SEA
 KU0061'SCHOOLHOUSE TO THE SHORE OF GREAT PECONIC BAY.  STATION
 KU0061'ESTABLISHED BY SUFFOLK COUNTY SHELL FISH COMMISSION IN CONNECTION
 KU0061'WITH THEIR SURVEY TO LOCATE OYSTER BEDS IN PECONIC BAY.  A
 KU0061'CROSS IN A REDDISH-BROWN ROCK ON THE SHORE NEAR
 KU0061'HIGH-WATER MARK IS 27.80 METERS (91.2 FEET) ABOUT NE OF THE
 KU0061'STATION.  STATION MARKED BY A 5-BY 5-INCH GRANITE POST
 KU0061'LETTERED U.S. AND SET WITH TOP 5 INCHES ABOVE THE GROUND.
 KU0061'
 KU0061'IN 1931 THE STATION WAS RECOVERED AND DESCRIBED AS BEING ON
 KU0061'SHORE OF PECONIC BAY, AT NORTH SEA, ABOUT 4 MILES N OF
 KU0061'SOUTHAMPTON.  IT WAS ABOUT 30 FEET FROM THE BUILT HIGHWAY AND
 KU0061'50 FEET FROM EXTREME HIGH WATER.
 KU0061
 KU0061                          STATION RECOVERY (1933)
 KU0061
 KU0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU0061'THE CHANGE IN TH TOPOGRAPHY MAKES THE 1913 DESCRIPTION
 KU0061'USELESS.  THE 1931 DESCRIPTION IS INCOMPLETE.  THE FOLLOWING IS
 KU0061'A COMPLETE DESCRIPTION OF THE STATION.  THE STATION IS ON TOP OF
 KU0061'THE FIRST LINE OF DUNES FROM THE BEACH ON THE PROPERTY OF HAVENS
 KU0061'AND WILD, AT THE NORTH SEA BATHING BEACH ON THE SOUTHERLY SHORE
 KU0061'OF LITTLE PECONIC BAY.  IT IS 20 METERS FROM THE HIGH-WATER
 KU0061'MARK.  IS 2 METERS S OF THE NORTHERN FACE OF THE DUNE ON WHICH
 KU0061'IT IS LOCATED.  IS 17 METERS E OF THE CENTER LINE OF THE HIGHWAY
 KU0061'WHICH ENTERS THE BEACH FROM THE SOUTHWARD (SOUTHAMPTON-NORTH
 KU0061'SEA ROAD).  AND IS 13.1 METERS NW BY N FROM THE NW CORNER OF
 KU0061'THE HOUSE (IMMEDIATELY E OF THE ABOVE MENTIONED HIGHWAY AND
 KU0061'IN THE FIRST LINE OF HOUSES FROM THE BEACH) OWNED BY HAVENS
 KU0061'AND WILD.  THE STATION WAS ESTABLISHED BY THE SUFFOLK COUNTY SHELL
 KU0061'FISH COMMISSION IN CONNECTION WITH THEIR SURVEY TO LOCATE OYSTER
 KU0061'BEDS IN THE BAYS.  THE STATION IS MARKED BY A 5-BY 5-INCH
 KU0061'GRANITE POST LETTERED U.S. (ON TOP) AND SET ABOUT 4 INCHES ABOVE
 KU0061'THE GROUND.  REFERENCE MARK NO. 1 LIES 30.803 METERS TO THE
 KU0061'EASTWARD OF THE STATION AND IS A STANDARD BRONZE REFERENCE DISK
 KU0061'POINTING TOWARD THE STATION SET IN A CONCRETE POST 6 INCHES IN
 KU0061'DIAMETER, 30 INCHES LONG, AND PROJECTING 5 INCHES ABOVE GROUND.
 KU0061'REFERENCE MARK NO. 2 LIES 20.681 METERS TO THE SOUTHWARD
 KU0061'OF THE STATION AND IS A STANDARD DISK REFERENCE MARK WITH ITS
 KU0061'ARROW POINTING TOWARD THE STATION.  THIS IS SET IN A
 KU0061'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 KU0061
 KU0061                          STATION RECOVERY (1956)
 KU0061
 KU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU0061'4.8 MI N FROM SOUTHAMPTON.
 KU0061'3.4 MILES NORTH ALONG THE NORTH SEA ROAD FROM THE TOWN HALL
 KU0061'AT SOUTHAMPTON, THENCE 1.45 MILE NORTHWEST ALONG AN OILED ROAD,
 KU0061'ALONG THE SOUTH SHORE OF LITTLE PECONIC BAY, 70 FEET EAST OF THE
 KU0061'CENTER LINE OF THE ROAD AND AT THE END OF THE ROAD, 40 FEET SOUTH
 KU0061'OF THE HIGH WATER LINE OF THE BAY, 25.5 FEET NORTHWEST OF THE
 KU0061'NORTHWEST CORNER OF A HOUSE, A STONE POST WITH A HOLE IN THE
 KU0061'CENTER PROJECTING 2 INCHES ABOVE THE GROUND AND ABOUT 15 FEET
 KU0061'HIGHER THAN THE ROAD.  NOTE-- ROD HELD ON HIGHEST POINT ON POST.
 KU0061
 KU0061                          STATION RECOVERY (1962)
 KU0061
 KU0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SBC)
 KU0061'STATION IS 4 IN ABOVE GROUND, 6 FT. SOUTH OF TOP OF BLUFF,
 KU0061'3 FT. NORTH OF EDGE OF LAWN, 26.0 FT. WEST OF NORTHWEST CORNER
 KU0061'OF HOUSE, 52.4 FT. NORTHWEST OF SOUTHWEST CORNER OF HOUSE, 96
 KU0061'FT. EAST OF GUARD RAIL ON THE WEST SIDE OF THE ROAD, 37 FT. NORTH
 KU0061'AND ON THE WEST LINE OF A CONCRETE PUMP HOUSE PRODUCED NORTHWARD.
 KU0061'
 KU0061'REF. 1. IS 1.25 FT. EAST OF A BATH HOUSE, 4.8 FT. NORTH OF THE
 KU0061'SOUTH EAST CORNER OF THE BATH HOUSE, ON A PROPERTY LINE, 12
 KU0061'FT. SOUTH OF TOP OF BLUFF.
 KU0061'
 KU0061'REF. 2 IS 15 FT. WEST OF EDGE OF LAWN, 46.3 FT. WEST OF SOUTHWEST
 KU0061'CORNER OF HOUSE, 81.3 FT. NORTH WEST OF TELEPHONE POLE, 41 FT. NORTH
 KU0061'OF PROPERTY LINE, 5 FT. EAST OF TOP OF BANK, 61.5 FT. EAST OF GUARD
 KU0061'RAIL ON WEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2491 ***********************************************************************
 MZ2491  DESIGNATION -  COW ISLAND DOCK
 MZ2491  PID         -  MZ2491
 MZ2491  STATE/COUNTY-  NY/RENSSELAER
 MZ2491  USGS QUAD   -  DELMAR (1980)
 MZ2491
 MZ2491                         *CURRENT SURVEY CONTROL
 MZ2491  ___________________________________________________________________
 MZ2491* NAD 83(1996)-  42 32 19.82148(N)    073 45 19.26757(W)     ADJUSTED  
 MZ2491* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2491  ___________________________________________________________________
 MZ2491  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MZ2491  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2491
 MZ2491  HORZ ORDER  -  THIRD
 MZ2491
 MZ2491.The horizontal coordinates were established by classical geodetic methods
 MZ2491.and adjusted by the National Geodetic Survey in January 1999..
 MZ2491
 MZ2491.The orthometric height was scaled from a topographic map.
 MZ2491
 MZ2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2491
 MZ2491.The geoid height was determined by GEOID03.
 MZ2491
 MZ2491;                    North         East     Units Scale Factor Converg.
 MZ2491;SPC NY E     -   411,716.266   211,165.459   MT  0.99994601   +0 30 12.5
 MZ2491;SPC NY E     - 1,350,772.45    692,798.68   sFT  0.99994601   +0 30 12.5
 MZ2491;UTM  18      - 4,710,356.353   602,205.293   MT  0.99972852   +0 50 29.6
 MZ2491
 MZ2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2491!SPC NY E     -   1.00000481  x   0.99994601  =   0.99995082
 MZ2491!UTM  18      -   1.00000481  x   0.99972852  =   0.99973333
 MZ2491
 MZ2491|---------------------------------------------------------------------|
 MZ2491| PID    Reference Object                     Distance      Geod. Az  |
 MZ2491|                                                           dddmmss.s |
 MZ2491| MZ2489 COW ISLAND                          326.496 METERS 00820     |
 MZ2491| MZ2507 SEAMAN AVENUE                       APPROX. 0.5 KM 1814144.4 |
 MZ2491| MZ2513 POPLAR 2                            432.428 METERS 2401014.9 |
 MZ2491| MZ2509 CEDAR HILL DIKE A                   400.973 METERS 3024749.7 |
 MZ2491|---------------------------------------------------------------------|
 MZ2491
 MZ2491                          SUPERSEDED SURVEY CONTROL
 MZ2491
 MZ2491  NAD 83(1996)-  42 32 19.82348(N)    073 45 19.26902(W) AD(       ) 3
 MZ2491  NAD 83(1996)-  42 32 19.82368(N)    073 45 19.26897(W) AD(       ) 3
 MZ2491  NAD 83(1992)-  42 32 19.82397(N)    073 45 19.26862(W) AD(       ) 3
 MZ2491  NAD 83(1992)-  42 32 19.82439(N)    073 45 19.26838(W) AD(       ) 3
 MZ2491  NAD 83(1986)-  42 32 19.82455(N)    073 45 19.26774(W) AD(       ) 3
 MZ2491  NAD 27      -  42 32 19.52300(N)    073 45 20.83300(W) AD(       ) 3
 MZ2491
 MZ2491.Superseded values are not recommended for survey control.
 MZ2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2491.See file dsdata.txt to determine how the superseded data were derived.
 MZ2491
 MZ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0220510356(NAD 83)
 MZ2491
 MZ2491  HISTORY     - Date     Condition        Report By
 MZ2491  HISTORY     - 1931     MONUMENTED       USE
 MZ2491  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2491  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2491
 MZ2491                          STATION DESCRIPTION
 MZ2491
 MZ2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2491'ON THE E SIDE OF THE HUDSON RIVER 1/4 MILE N OF SEAMAN AVENUE,
 MZ2491'CASTLETON, NEW YORK, MARKED BY A STANDARD UNITED STATES
 MZ2491'ENGINEERS CONCRETE MONUMENT ON OLD ICE HOUSE DOCK AT COW ISLAND.
 MZ2491
 MZ2491                          STATION RECOVERY (1935)
 MZ2491
 MZ2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2491'SEARCHED ABOUT ONE HOUR BUT COULD FIND NO TRACE OF THE
 MZ2491'STATION.  PRESENT DESCRIPTION IS INADEQUATE AND THERE IS A
 MZ2491'POSSIBILITY STATION COULD HAVE BEEN RECOVERED WITH A CORRECT
 MZ2491'AND ADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2490 ***********************************************************************
 MZ2490  DESIGNATION -  COW ISLAND LIGHT
 MZ2490  PID         -  MZ2490
 MZ2490  STATE/COUNTY-  NY/RENSSELAER
 MZ2490  USGS QUAD   -  DELMAR (1980)
 MZ2490
 MZ2490                         *CURRENT SURVEY CONTROL
 MZ2490  ___________________________________________________________________
 MZ2490* NAD 83(1996)-  42 32 15.90521(N)    073 45 19.36773(W)     ADJUSTED  
 MZ2490* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2490  ___________________________________________________________________
 MZ2490  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MZ2490  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2490
 MZ2490  HORZ ORDER  -  THIRD
 MZ2490
 MZ2490.The horizontal coordinates were established by classical geodetic methods
 MZ2490.and adjusted by the National Geodetic Survey in January 1999..
 MZ2490
 MZ2490.The orthometric height was scaled from a topographic map.
 MZ2490
 MZ2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2490
 MZ2490.The geoid height was determined by GEOID03.
 MZ2490
 MZ2490;                    North         East     Units Scale Factor Converg.
 MZ2490;SPC NY E     -   411,595.414   211,164.236   MT  0.99994601   +0 30 12.4
 MZ2490;SPC NY E     - 1,350,375.95    692,794.66   sFT  0.99994601   +0 30 12.4
 MZ2490;UTM  18      - 4,710,235.522   602,204.782   MT  0.99972852   +0 50 29.5
 MZ2490
 MZ2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2490!SPC NY E     -   1.00000481  x   0.99994601  =   0.99995082
 MZ2490!UTM  18      -   1.00000481  x   0.99972852  =   0.99973333
 MZ2490
 MZ2490                          SUPERSEDED SURVEY CONTROL
 MZ2490
 MZ2490  NAD 83(1996)-  42 32 15.90720(N)    073 45 19.36918(W) AD(       ) 3
 MZ2490  NAD 83(1996)-  42 32 15.90741(N)    073 45 19.36913(W) AD(       ) 3
 MZ2490  NAD 83(1992)-  42 32 15.90770(N)    073 45 19.36879(W) AD(       ) 3
 MZ2490  NAD 83(1992)-  42 32 15.90813(N)    073 45 19.36854(W) AD(       ) 3
 MZ2490  NAD 83(1986)-  42 32 15.90827(N)    073 45 19.36790(W) AD(       ) 3
 MZ2490  NAD 27      -  42 32 15.60800(N)    073 45 20.93300(W) AD(       ) 3
 MZ2490
 MZ2490.Superseded values are not recommended for survey control.
 MZ2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2490.See file dsdata.txt to determine how the superseded data were derived.
 MZ2490
 MZ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0220510236(NAD 83)
 MZ2490
 MZ2490  HISTORY     - Date     Condition        Report By
 MZ2490  HISTORY     - 1934     MONUMENTED       CGS
 MZ2490  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2490  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2490
 MZ2490                          STATION DESCRIPTION
 MZ2490
 MZ2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2490'ON E SIDE OF RIVER, S END OF COW ISLAND 1/2 MILE N OF CASTLETON.
 MZ2490'
 MZ2490'WHITE FLASHING LIGHT, ON RED PYRAMIDAL, SKELETON TOWER, WHITE
 MZ2490'TANK HOUSE.
 MZ2490
 MZ2490                          STATION RECOVERY (1935)
 MZ2490
 MZ2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2490'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS
 MZ2490'ADEQUATE.
 MZ2490
 MZ2490                          STATION RECOVERY (1969)
 MZ2490
 MZ2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2490'STATION WAS RECOVERED.  LOCATED AT THE SOUTH END OF A POINT
 MZ2490'KNOWN AS COW ISLAND.  STATION IS A WHITE LIGHT MOUNTED ON A
 MZ2490'4-LEGGED, RED, SKELETON-STEEL TOWER WHICH SETS ON TOP OF A
 MZ2490'WHITE, METAL BOX.  THE LIGHT IS ABOUT 24 FEET ABOVE WATER
 MZ2490'LINE.  THE NUMBER 56 IS PAINTED ON THE SIDES OF THE WHITE BOX.
 MZ2490'
 MZ2490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2490'1/2-MILE NORTH OF CASTLETON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4243 ***********************************************************************
 KU4243  DESIGNATION -  COW NECK
 KU4243  PID         -  KU4243
 KU4243  STATE/COUNTY-  NY/SUFFOLK
 KU4243  USGS QUAD   -  SOUTHAMPTON (1956)
 KU4243
 KU4243                         *CURRENT SURVEY CONTROL
 KU4243  ___________________________________________________________________
 KU4243* NAD 83(1996)-  40 56 42.92680(N)    072 26 32.15811(W)     ADJUSTED  
 KU4243* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KU4243  ___________________________________________________________________
 KU4243  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KU4243  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4243
 KU4243  HORZ ORDER  -  FIRST
 KU4243
 KU4243.The horizontal coordinates were established by classical geodetic methods
 KU4243.and adjusted by the National Geodetic Survey in January 1999..
 KU4243
 KU4243.The orthometric height was scaled from a topographic map.
 KU4243
 KU4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4243
 KU4243.The geoid height was determined by GEOID03.
 KU4243
 KU4243;                    North         East     Units Scale Factor Converg.
 KU4243;SPC NY L     -    87,626.473   431,161.200   MT  0.99999628   +1 01 08.0
 KU4243;SPC NY L     -   287,487.85  1,414,568.04   sFT  0.99999628   +1 01 08.0
 KU4243;UTM  18      - 4,535,830.523   715,297.435   MT  1.00017054   +1 40 36.6
 KU4243
 KU4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4243!SPC NY L     -   1.00000371  x   0.99999628  =   0.99999999
 KU4243!UTM  18      -   1.00000371  x   1.00017054  =   1.00017425
 KU4243
 KU4243|---------------------------------------------------------------------|
 KU4243| PID    Reference Object                     Distance      Geod. Az  |
 KU4243|                                                           dddmmss.s |
 KU4243| CB8363 COW NECK RM 2                        21.964 METERS 00140     |
 KU4243| KU4198 NOYACK ATT RELAY TOWER              APPROX. 8.5 KM 0712501.1 |
 KU4243| KU4236 NORTH SEA FAA RELAY MAST            APPROX. 4.8 KM 1035925.9 |
 KU4243| KU4235 NORTH SEA MACKAY CO RADIO MAST      APPROX. 5.0 KM 1221546.5 |
 KU4243| CB8362 COW NECK RM 1                        22.403 METERS 24630     |
 KU4243|---------------------------------------------------------------------|
 KU4243
 KU4243                          SUPERSEDED SURVEY CONTROL
 KU4243
 KU4243  NAD 83(1996)-  40 56 42.92719(N)    072 26 32.15847(W) AD(       ) 1
 KU4243  NAD 83(1992)-  40 56 42.92593(N)    072 26 32.15798(W) AD(       ) 1
 KU4243  NAD 83(1986)-  40 56 42.92922(N)    072 26 32.16341(W) AD(       ) 1
 KU4243  NAD 27      -  40 56 42.57360(N)    072 26 33.84421(W) AD(       ) 1
 KU4243
 KU4243.Superseded values are not recommended for survey control.
 KU4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4243.See file dsdata.txt to determine how the superseded data were derived.
 KU4243
 KU4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1529735831(NAD 83)
 KU4243_MARKER: DS = TRIANGULATION STATION DISK
 KU4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4243+STABILITY: SURFACE MOTION
 KU4243
 KU4243  HISTORY     - Date     Condition        Report By
 KU4243  HISTORY     - 1965     MONUMENTED       CGS
 KU4243  HISTORY     - 20010419 MARK NOT FOUND   USPSQD
 KU4243  HISTORY     - 20040401 MARK NOT FOUND   USPSQD
 KU4243
 KU4243                          STATION DESCRIPTION
 KU4243
 KU4243'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4243'THE STATION IS LOCATED ON COW NECK POINT ABOUT 5 MILES
 KU4243'NORTHWEST OF SOUTHAMPTON, 1 MILE SOUTH-SOUTHEAST OF THE SOUTH TIP
 KU4243'OF ROBINS ISLAND AND ON THE PROPERTY OF MR. CARL SCHNIDER.
 KU4243'
 KU4243'TO REACH THE STATION FROM THE SOUTHAMPTON TOWN HALL, GO NORTH ON
 KU4243'MAIN STREET FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND
 KU4243'CONTINUE NORTHERLY ON NORTH SEA ROAD FOR 0.7 MILE TO A CROSSROAD
 KU4243'AND A TRAFFIC LIGHT.  CONTINUE NORTHERLY ON NORTH SEA ROAD FOR
 KU4243'1.2 MILES TO A DIAGONAL CROSSROAD.  KEEP RIGHT AND GO NORTH ON
 KU4243'COUNTY ROAD 38 FOR 1.35 MILES TO A FORK.  TAKE THE LEFT FORK,
 KU4243'CONTINUE NORTH FOR 0.55 MILE TO A FORK.  KEEP RIGHT ON THE MAIN
 KU4243'ROAD FOR 0.7 MILE TO THE RESIDENCE OF MR. CARL SCHNIDER ON THE
 KU4243'LEFT.  CONTINUE NORTH FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 KU4243'FORK ONTO A NARROW TAR ROAD AND GO NORTHWEST AND WEST FOR 0.2
 KU4243'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 KU4243'SOUTHERLY ON THE TAR ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT.
 KU4243'TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.1 MILE TO A
 KU4243'T-JUNCTION AND A HOUSE ON THE LEFT.  TURN RIGHT AND GO
 KU4243'NORTH ON A DIRT ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 KU4243'FORK AND FOLLOW THE MAIN ROAD NORTHWEST AND WEST FOR 0.25
 KU4243'MILE TO A COW NECK POINT AND THE STATION ON THE SOUTH SIDE
 KU4243'OF THE ROAD NEAR THE EDGE OF A WOODED AREA.
 KU4243'
 KU4243'THE STATION MARK IS A STANDARD DISK STAMPED COW NECK 1965, SET
 KU4243'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KU4243'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET SOUTHEAST OF
 KU4243'THE CENTER OF THE TRACK ROAD IN A CURVE AND 4.0 FEET SOUTHEAST
 KU4243'OF A METAL WITNESS POST.
 KU4243'
 KU4243'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COW NECK NO 1
 KU4243'1965, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4243'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 9-1/2 FEET
 KU4243'NORTHWEST OF THE CENTER OF THE TRACK ROAD, 9-1/2 FEET SOUTHEAST
 KU4243'OF THE EDGE OF THE BLUFF AND 1.5 FEET NORTHEAST OF A METAL
 KU4243'WITNESS POST.
 KU4243'
 KU4243'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COW NECK NO 2 1965,
 KU4243'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4243'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTHEAST
 KU4243'OF THE EDGE OF THE BLUFF, 35 FEET NORTHWEST OF THE CENTER OF
 KU4243'THE TRACK ROAD AND IS ABOUT 3-1/2 FEET LOWER THAN THE STATION
 KU4243'ELEVATION.
 KU4243'
 KU4243'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KU4243
 KU4243                          STATION RECOVERY (2001)
 KU4243
 KU4243'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU4243'MARK NOT FOUND.
 KU4243
 KU4243                          STATION RECOVERY (2004)
 KU4243
 KU4243'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU4243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0062 ***********************************************************************
 KU0062  DESIGNATION -  COW RM 2
 KU0062  PID         -  KU0062
 KU0062  STATE/COUNTY-  NY/SUFFOLK
 KU0062  USGS QUAD   -  SOUTHAMPTON (1956)
 KU0062
 KU0062                         *CURRENT SURVEY CONTROL
 KU0062  ___________________________________________________________________
 KU0062* NAD 83(1986)-  40 56 51.     (N)    072 25 41.     (W)     SCALED    
 KU0062* NAVD 88     -         6.320  (meters)      20.73   (feet)  ADJUSTED  
 KU0062  ___________________________________________________________________
 KU0062  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU0062  DYNAMIC HT  -           6.318 (meters)      20.73  (feet)  COMP
 KU0062  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 KU0062
 KU0062  VERT ORDER  -  SECOND    CLASS 0
 KU0062
 KU0062.The horizontal coordinates were scaled from a topographic map and have
 KU0062.an estimated accuracy of +/- 6 seconds.
 KU0062
 KU0062.The orthometric height was determined by differential leveling
 KU0062.and adjusted by the National Geodetic Survey in June 1991..
 KU0062
 KU0062.The geoid height was determined by GEOID03.
 KU0062
 KU0062.The dynamic height is computed by dividing the NAVD 88
 KU0062.geopotential number by the normal gravity value computed on the
 KU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0062.degrees latitude (g = 980.6199 gals.).
 KU0062
 KU0062.The modeled gravity was interpolated from observed gravity values.
 KU0062
 KU0062;                    North         East    Units  Estimated Accuracy
 KU0062;SPC NY L     -    87,900.      432,350.      MT  (+/- 180 meters Scaled)
 KU0062
 KU0062                          SUPERSEDED SURVEY CONTROL
 KU0062
 KU0062  NGVD 29 (??/??/92)    6.600  (m)           21.65   (f) ADJ UNCH    2 0
 KU0062
 KU0062.Superseded values are not recommended for survey control.
 KU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0062.See file dsdata.txt to determine how the superseded data were derived.
 KU0062
 KU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL164361(NAD 83)
 KU0062_MARKER: DR = REFERENCE MARK DISK
 KU0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0062_STAMPING: NO 2 1933
 KU0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0062+STABILITY: SURFACE MOTION
 KU0062
 KU0062  HISTORY     - Date     Condition        Report By
 KU0062  HISTORY     - 1933     MONUMENTED       CGS
 KU0062  HISTORY     - 1956     GOOD             NGS
 KU0062  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KU0062  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 KU0062
 KU0062                          STATION DESCRIPTION
 KU0062
 KU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0062'4.8 MI NW FROM SOUTHAMPTON.
 KU0062'3.4 MILES NORTH ALONG THE NORTH SEA ROAD FROM THE TOWN HALL
 KU0062'AT SOUTHAMPTON, THENCE 1.45 MILE NORTHWEST ALONG AN OILED ROAD,
 KU0062'ALONG THE SOUTH SHORE OF LITTLE PECONIC BAY, 68 FEET SOUTH
 KU0062'OF TRIANGULATION STATION COW, 49 FEET EAST OF THE CENTER LINE
 KU0062'OF THE ROAD, 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KU0062'HOUSE, ABOUT 15 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 KU0062'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 KU0062
 KU0062                          STATION RECOVERY (2001)
 KU0062
 KU0062'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU0062'MARK NOT FOUND.
 KU0062
 KU0062                          STATION RECOVERY (2004)
 KU0062
 KU0062'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1868 ***********************************************************************
 PG1868  DESIGNATION -  COX USLS 1929
 PG1868  PID         -  PG1868
 PG1868  STATE/COUNTY-  NY/CLINTON
 PG1868  USGS QUAD   -  ROUSES POINT (1972)
 PG1868
 PG1868                         *CURRENT SURVEY CONTROL
 PG1868  ___________________________________________________________________
 PG1868* NAD 83(1996)-  44 58 16.26105(N)    073 21 21.06744(W)     ADJUSTED  
 PG1868* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 PG1868  ___________________________________________________________________
 PG1868  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 PG1868  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 PG1868
 PG1868  HORZ ORDER  -  THIRD
 PG1868
 PG1868.The horizontal coordinates were established by classical geodetic methods
 PG1868.and adjusted by the National Geodetic Survey in January 1999..
 PG1868
 PG1868.The orthometric height was scaled from a topographic map.
 PG1868
 PG1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1868
 PG1868.The geoid height was determined by GEOID03.
 PG1868
 PG1868;                    North         East     Units Scale Factor Converg.
 PG1868;SPC NY E     -   682,309.019   240,248.641   MT  1.00000012   +0 48 31.3
 PG1868;SPC NY E     - 2,238,542.17    788,215.75   sFT  1.00000012   +0 48 31.3
 PG1868;SPC VT       -   274,912.595   432,487.361   MT  1.00002031   -0 36 17.6
 PG1868;UTM  18      - 4,981,064.147   629,648.990   MT  0.99980669   +1 09 43.8
 PG1868
 PG1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1868!SPC NY E     -   1.00000008  x   1.00000012  =   1.00000020
 PG1868!SPC VT       -   1.00000008  x   1.00002031  =   1.00002039
 PG1868!UTM  18      -   1.00000008  x   0.99980669  =   0.99980677
 PG1868
 PG1868:                Primary Azimuth Mark                     Grid Az
 PG1868:SPC NY E     -  ALBURG RUTLAND RR WATER TANK             083 46 46.8
 PG1868:SPC VT       -  ALBURG RUTLAND RR WATER TANK             085 11 35.7
 PG1868:UTM  18      -  ALBURG RUTLAND RR WATER TANK             083 25 34.3
 PG1868
 PG1868|---------------------------------------------------------------------|
 PG1868| PID    Reference Object                     Distance      Geod. Az  |
 PG1868|                                                           dddmmss.s |
 PG1868| PG1881 ALBURG RUTLAND RR WATER TANK        APPROX. 4.5 KM 0843518.1 |
 PG1868| PG1872 FITCH USLS 1929                     APPROX. 2.7 KM 3542511.9 |
 PG1868|---------------------------------------------------------------------|
 PG1868
 PG1868                          SUPERSEDED SURVEY CONTROL
 PG1868
 PG1868  NAD 83(1996)-  44 58 16.26104(N)    073 21 21.06744(W) AD(       ) 3
 PG1868  NAD 83(1992)-  44 58 16.25995(N)    073 21 21.06626(W) AD(       ) 3
 PG1868  NAD 83(1986)-  44 58 16.26809(N)    073 21 21.06800(W) AD(       ) 3
 PG1868  NAD 27      -  44 58 16.14000(N)    073 21 22.60100(W) AD(       ) 3
 PG1868
 PG1868.Superseded values are not recommended for survey control.
 PG1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1868.See file dsdata.txt to determine how the superseded data were derived.
 PG1868
 PG1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2964981064(NAD 83)
 PG1868_MARKER: DH = HORIZONTAL CONTROL DISK
 PG1868_SETTING: 0 = UNSPECIFIED SETTING
 PG1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1868
 PG1868  HISTORY     - Date     Condition        Report By
 PG1868  HISTORY     - 1929     MONUMENTED       USLS
 PG1868
 PG1868                          STATION DESCRIPTION
 PG1868
 PG1868'DESCRIBED BY US LAKE SURVEY 1929
 PG1868'STATION IS LOCATED ON THE SW END OF THE STONY POINT BREAKWATER NEAR
 PG1868'THE S END OF ROUSES POINT.  IT IS ABOUT ON THE CENTER LINE OF THE
 PG1868'BREAKWALL, 20 FEET FROM THE W FACE, 21.4 FEET FROM THE SW CORNER,
 PG1868'AND 20.8 FEET FROM THE NW CORNER.  IT IS 7 FEET ABOVE LOW WATER
 PG1868'(STANDARD LAKE DATUM).
 PG1868'
 PG1868'STATION MARK IS A CROSS ON A STANDARD U.S. LAKE SURVEY DISK SET FLUSH
 PG1868'IN A 3- BY 3-FOOT LIMESTONE BLOCK IN THE TOP OF THE BREAKWALL.  DISK
 PG1868'IS STAMPED 4.
 PG1868'
 PG1868'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS.
 PG1868'REFERENCE MARK 1 IS SET IN A CONCRETE POST PROJECTING 1 INCH ABOVE
 PG1868'THE GROUND.  IT IS ABOUT 20 FEET FROM THE WATERS EDGE AND JUST
 PG1868'INSIDE TREE LINE ON MAIN SHORE.
 PG1868'
 PG1868'REFERENCE MARK 2 IS SET FLUSH IN A 4- BY 6-FOOT LIMESTONE BLOCK IN
 PG1868'THE TOP AND ABOUT THE CENTER OF THE BREAKWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0741 ***********************************************************************
 MZ0741  DESIGNATION -  COXSACKIE
 MZ0741  PID         -  MZ0741
 MZ0741  STATE/COUNTY-  NY/GREENE
 MZ0741  USGS QUAD   -  HUDSON NORTH (1980)
 MZ0741
 MZ0741                         *CURRENT SURVEY CONTROL
 MZ0741  ___________________________________________________________________
 MZ0741* NAD 83(1986)-  42 21 14.     (N)    073 48 17.     (W)     SCALED    
 MZ0741* NAVD 88     -        48.553  (meters)     159.29   (feet)  ADJUSTED  
 MZ0741  ___________________________________________________________________
 MZ0741  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ0741  DYNAMIC HT  -          48.538 (meters)     159.25  (feet)  COMP
 MZ0741  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 MZ0741
 MZ0741  VERT ORDER  -  SECOND    CLASS 0
 MZ0741
 MZ0741.The horizontal coordinates were scaled from a topographic map and have
 MZ0741.an estimated accuracy of +/- 6 seconds.
 MZ0741
 MZ0741.The orthometric height was determined by differential leveling
 MZ0741.and adjusted by the National Geodetic Survey in June 1991..
 MZ0741
 MZ0741.The geoid height was determined by GEOID03.
 MZ0741
 MZ0741.The dynamic height is computed by dividing the NAVD 88
 MZ0741.geopotential number by the normal gravity value computed on the
 MZ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0741.degrees latitude (g = 980.6199 gals.).
 MZ0741
 MZ0741.The modeled gravity was interpolated from observed gravity values.
 MZ0741
 MZ0741;                    North         East    Units  Estimated Accuracy
 MZ0741;SPC NY E     -   391,140.      207,280.      MT  (+/- 180 meters Scaled)
 MZ0741
 MZ0741                          SUPERSEDED SURVEY CONTROL
 MZ0741
 MZ0741  NGVD 29 (??/??/92)   48.800  (m)          160.10   (f) ADJ UNCH    2 0
 MZ0741
 MZ0741.Superseded values are not recommended for survey control.
 MZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0741.See file dsdata.txt to determine how the superseded data were derived.
 MZ0741
 MZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM984897(NAD 83)
 MZ0741_MARKER: DB = BENCH MARK DISK
 MZ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0741_SP_SET: STONE
 MZ0741_STAMPING: COXSACKIE 1942
 MZ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0741+STABILITY: SURFACE MOTION
 MZ0741
 MZ0741  HISTORY     - Date     Condition        Report By
 MZ0741  HISTORY     - 1942     MONUMENTED       CGS
 MZ0741  HISTORY     - 1975     GOOD             NGS
 MZ0741
 MZ0741                          STATION DESCRIPTION
 MZ0741
 MZ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0741'AT COXSACKIE.
 MZ0741'AT COXSACKIE, AT THE CORNER OF MANSION STREET AND WASHINGTON AVENUE, A
 MZ0741'U.S.C. AND G.S. DISK SET VERTICALLY IN THE SOUTHWEST STONE FACE OF THE
 MZ0741'FIRST METHODIST CHURCH, ABOUT 4 FEET ABOVE THE GROUND, ABOVE THE
 MZ0741'CORNER STONE.
 MZ0741
 MZ0741                          STATION RECOVERY (1975)
 MZ0741
 MZ0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MZ0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2229 ***********************************************************************
 MZ2229  DESIGNATION -  COXSACKIE EAST FLATS LIGHT
 MZ2229  PID         -  MZ2229
 MZ2229  STATE/COUNTY-  NY/COLUMBIA
 MZ2229  USGS QUAD   -  RAVENA (1980)
 MZ2229
 MZ2229                         *CURRENT SURVEY CONTROL
 MZ2229  ___________________________________________________________________
 MZ2229* NAD 83(1996)-  42 22 37.11136(N)    073 47 32.11610(W)     ADJUSTED  
 MZ2229* NAVD 88     -                                                        
 MZ2229  ___________________________________________________________________
 MZ2229  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MZ2229  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ2229
 MZ2229  HORZ ORDER  -  THIRD
 MZ2229
 MZ2229.The horizontal coordinates were established by classical geodetic methods
 MZ2229.and adjusted by the National Geodetic Survey in January 1999..
 MZ2229
 MZ2229
 MZ2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2229
 MZ2229.The geoid height was determined by GEOID03.
 MZ2229
 MZ2229;                    North         East     Units Scale Factor Converg.
 MZ2229;SPC NY E     -   393,711.766   208,284.203   MT  0.99994178   +0 28 37.3
 MZ2229;SPC NY E     - 1,291,702.69    683,345.76   sFT  0.99994178   +0 28 37.3
 MZ2229;UTM  18      - 4,692,339.133   599,430.773   MT  0.99972164   +0 48 50.7
 MZ2229
 MZ2229                          SUPERSEDED SURVEY CONTROL
 MZ2229
 MZ2229  NAD 83(1996)-  42 22 37.11186(N)    073 47 32.11842(W) AD(       ) 4
 MZ2229  NAD 83(1996)-  42 22 37.11207(N)    073 47 32.11832(W) AD(       ) 4
 MZ2229  NAD 83(1992)-  42 22 37.11244(N)    073 47 32.11806(W) AD(       ) 4
 MZ2229  NAD 83(1992)-  42 22 37.11371(N)    073 47 32.11647(W) AD(       ) 4
 MZ2229  NAD 83(1986)-  42 22 37.11382(N)    073 47 32.11607(W) AD(       ) 4
 MZ2229  NAD 27      -  42 22 36.81100(N)    073 47 33.67000(W) AD(       ) 3
 MZ2229
 MZ2229.Superseded values are not recommended for survey control.
 MZ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2229.See file dsdata.txt to determine how the superseded data were derived.
 MZ2229
 MZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9943192339(NAD 83)
 MZ2229
 MZ2229  HISTORY     - Date     Condition        Report By
 MZ2229  HISTORY     - 1934     MONUMENTED       CGS
 MZ2229
 MZ2229                          STATION DESCRIPTION
 MZ2229
 MZ2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2229'ON E SIDE OF RIVER ABEAM LIGHTHOUSE ISLANDS ON FLATS 1 MILE S
 MZ2229'OF STUYVESANT.
 MZ2229'
 MZ2229'RED FLASHING LIGHT ON RED PYRAMIDAL SKELETON TOWER, WHITE TANK
 MZ2229'HOUSE WITH RED SQUARE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2223 ***********************************************************************
 MZ2223  DESIGNATION -  COXSACKIE LIGHTHOUSE
 MZ2223  PID         -  MZ2223
 MZ2223  STATE/COUNTY-  NY/GREENE
 MZ2223  USGS QUAD   -  RAVENA (1980)
 MZ2223
 MZ2223                         *CURRENT SURVEY CONTROL
 MZ2223  ___________________________________________________________________
 MZ2223* NAD 83(1996)-  42 22 47.06427(N)    073 47 41.29799(W)     ADJUSTED  
 MZ2223* NAVD 88     -                                                        
 MZ2223  ___________________________________________________________________
 MZ2223  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MZ2223  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 MZ2223
 MZ2223  HORZ ORDER  -  THIRD
 MZ2223
 MZ2223.The horizontal coordinates were established by classical geodetic methods
 MZ2223.and adjusted by the National Geodetic Survey in January 1999..
 MZ2223
 MZ2223
 MZ2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2223
 MZ2223.The geoid height was determined by GEOID03.
 MZ2223
 MZ2223;                    North         East     Units Scale Factor Converg.
 MZ2223;SPC NY E     -   394,017.096   208,071.614   MT  0.99994148   +0 28 31.2
 MZ2223;SPC NY E     - 1,292,704.42    682,648.29   sFT  0.99994148   +0 28 31.2
 MZ2223;UTM  18      - 4,692,643.140   599,216.439   MT  0.99972112   +0 48 44.7
 MZ2223
 MZ2223                          SUPERSEDED SURVEY CONTROL
 MZ2223
 MZ2223  NAD 83(1996)-  42 22 47.06481(N)    073 47 41.30034(W) AD(       ) 4
 MZ2223  NAD 83(1996)-  42 22 47.06502(N)    073 47 41.30024(W) AD(       ) 4
 MZ2223  NAD 83(1992)-  42 22 47.06540(N)    073 47 41.29997(W) AD(       ) 4
 MZ2223  NAD 83(1992)-  42 22 47.06662(N)    073 47 41.29838(W) AD(       ) 4
 MZ2223  NAD 83(1986)-  42 22 47.06673(N)    073 47 41.29798(W) AD(       ) 4
 MZ2223  NAD 27      -  42 22 46.76400(N)    073 47 42.85300(W) AD(       ) 3
 MZ2223
 MZ2223.Superseded values are not recommended for survey control.
 MZ2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2223.See file dsdata.txt to determine how the superseded data were derived.
 MZ2223
 MZ2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9921692643(NAD 83)
 MZ2223
 MZ2223  HISTORY     - Date     Condition        Report By
 MZ2223  HISTORY     - 1934     MONUMENTED       CGS
 MZ2223
 MZ2223                          STATION DESCRIPTION
 MZ2223
 MZ2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2223'ON W SIDE OF CHANNEL, JUST N OF LIGHTHOUSE ISLAND 3/4 MILE SW OF
 MZ2223'STUYVESANT.
 MZ2223'
 MZ2223'WHITE FIXED LIGHT ON WHITE SQUARE TOWER IN ANGLE OF RED DWELLING,
 MZ2223'STONE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2294 ***********************************************************************
 MZ2294  DESIGNATION -  COXSACKIE SOUTH LIGHT
 MZ2294  PID         -  MZ2294
 MZ2294  STATE/COUNTY-  NY/GREENE
 MZ2294  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2294
 MZ2294                         *CURRENT SURVEY CONTROL
 MZ2294  ___________________________________________________________________
 MZ2294* NAD 83(1996)-  42 21 24.81758(N)    073 47 31.77446(W)     ADJUSTED  
 MZ2294* NAVD 88     -                                                        
 MZ2294  ___________________________________________________________________
 MZ2294  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MZ2294  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2294
 MZ2294  HORZ ORDER  -  THIRD
 MZ2294
 MZ2294.The horizontal coordinates were established by classical geodetic methods
 MZ2294.and adjusted by the National Geodetic Survey in January 1999..
 MZ2294
 MZ2294
 MZ2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2294
 MZ2294.The geoid height was determined by GEOID03.
 MZ2294
 MZ2294;                    North         East     Units Scale Factor Converg.
 MZ2294;SPC NY E     -   391,481.365   208,310.588   MT  0.99994182   +0 28 36.9
 MZ2294;SPC NY E     - 1,284,385.11    683,432.32   sFT  0.99994182   +0 28 36.9
 MZ2294;UTM  18      - 4,690,109.417   599,470.267   MT  0.99972174   +0 48 49.8
 MZ2294
 MZ2294                          SUPERSEDED SURVEY CONTROL
 MZ2294
 MZ2294  NAD 83(1996)-  42 21 24.81792(N)    073 47 31.77687(W) AD(       ) 4
 MZ2294  NAD 83(1996)-  42 21 24.81780(N)    073 47 31.77687(W) AD(       ) 4
 MZ2294  NAD 83(1996)-  42 21 24.81807(N)    073 47 31.77676(W) AD(       ) 4
 MZ2294  NAD 83(1992)-  42 21 24.81848(N)    073 47 31.77649(W) AD(       ) 4
 MZ2294  NAD 83(1992)-  42 21 24.81835(N)    073 47 31.77653(W) AD(       ) 4
 MZ2294  NAD 83(1992)-  42 21 24.81984(N)    073 47 31.77473(W) AD(       ) 4
 MZ2294  NAD 83(1986)-  42 21 24.81994(N)    073 47 31.77438(W) AD(       ) 4
 MZ2294  NAD 27      -  42 21 24.51100(N)    073 47 33.33100(W) AD(       ) 3
 MZ2294
 MZ2294.Superseded values are not recommended for survey control.
 MZ2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2294.See file dsdata.txt to determine how the superseded data were derived.
 MZ2294
 MZ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9947090109(NAD 83)
 MZ2294
 MZ2294  HISTORY     - Date     Condition        Report By
 MZ2294  HISTORY     - 1934     MONUMENTED       CGS
 MZ2294
 MZ2294                          STATION DESCRIPTION
 MZ2294
 MZ2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2294'ON W SIDE OF CHANNEL, E SIDE OF COXSACKIE ISLAND SHOAL, 1/4 MILE
 MZ2294'N OF COXSACKIE FERRY LANDING.
 MZ2294'
 MZ2294'WHITE FLASHING LIGHT, ON BLACK PYRAMIDAL SKELETON TOWER, WHITE
 MZ2294'TANK HOUSE WITH BLACK SQUARE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1474 ***********************************************************************
 OD1474  DESIGNATION -  CPA
 OD1474  PID         -  OD1474
 OD1474  STATE/COUNTY-  NY/SARATOGA
 OD1474  USGS QUAD   -  GLENS FALLS (1966)
 OD1474
 OD1474                         *CURRENT SURVEY CONTROL
 OD1474  ___________________________________________________________________
 OD1474* NAD 83(1996)-  43 16 26.70310(N)    073 38 19.65540(W)     ADJUSTED  
 OD1474* NAVD 88     -       103.7    (meters)     340.     (feet)  VERTCON   
 OD1474  ___________________________________________________________________
 OD1474  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 OD1474  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 OD1474
 OD1474  HORZ ORDER  -  SECOND
 OD1474
 OD1474.The horizontal coordinates were established by classical geodetic methods
 OD1474.and adjusted by the National Geodetic Survey in January 1999..
 OD1474
 OD1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1474
 OD1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1474
 OD1474.The geoid height was determined by GEOID03.
 OD1474
 OD1474;                    North         East     Units Scale Factor Converg.
 OD1474;SPC NY E     -   493,478.535   219,903.872   MT  0.99996009   +0 35 25.3
 OD1474;SPC NY E     - 1,619,020.83    721,467.95   sFT  0.99996009   +0 35 25.3
 OD1474;UTM  18      - 4,792,151.616   610,455.942   MT  0.99975008   +0 55 59.5
 OD1474
 OD1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1474!SPC NY E     -   0.99998847  x   0.99996009  =   0.99994856
 OD1474!UTM  18      -   0.99998847  x   0.99975008  =   0.99973855
 OD1474
 OD1474|---------------------------------------------------------------------|
 OD1474| PID    Reference Object                     Distance      Geod. Az  |
 OD1474|                                                           dddmmss.s |
 OD1474| OD1473 CPA A SACGS 1973                      8.793 METERS 03954     |
 OD1474| DA2458 CPA 2                                              0832118.6 |
 OD1474| DA2457 CPA 1                                              2604746.8 |
 OD1474|---------------------------------------------------------------------|
 OD1474
 OD1474                          SUPERSEDED SURVEY CONTROL
 OD1474
 OD1474  NAD 83(1996)-  43 16 26.70527(N)    073 38 19.65539(W) AD(       ) 2
 OD1474  NAD 83(1992)-  43 16 26.70578(N)    073 38 19.65520(W) AD(       ) 2
 OD1474  NAD 83(1986)-  43 16 26.70695(N)    073 38 19.65551(W) AD(       ) 2
 OD1474  NAD 27      -  43 16 26.44453(N)    073 38 21.23412(W) AD(       ) 2
 OD1474  NGVD 29 (07/19/86)  103.9    (m)          341.     (f) VERT ANG       
 OD1474
 OD1474.Superseded values are not recommended for survey control.
 OD1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1474.See file dsdata.txt to determine how the superseded data were derived.
 OD1474
 OD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1045692152(NAD 83)
 OD1474_MARKER: DD = SURVEY DISK
 OD1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1474
 OD1474  HISTORY     - Date     Condition        Report By
 OD1474  HISTORY     - 1973     MONUMENTED       NY-091
 OD1474
 OD1474                          STATION DESCRIPTION
 OD1474
 OD1474'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1474'THE STATION IS ABOUT 1.5 MILES SOUTH OF THE VILLAGE OF SOUTH
 OD1474'GLENS FALLS, 5.5 MILES NORTH OF GANSEVOORT AND 10.5 MILES EAST
 OD1474'OF CORINTH, IN THE TOWNSHIP OF MOREAU.
 OD1474'
 OD1474'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 32
 OD1474'AND U.S. HIGHWAY 9, GO SOUTH ON STATE HIGHWAY 32 FOR 1.10 MILES
 OD1474'TO INTERSECTION OF COUNTY HIGHWAY 27 AND STATION ON LEFT.
 OD1474'
 OD1474'TO REACH AZIMUTH MARK, CPA-1 (SACGS), FROM THE STATION, GO WEST
 OD1474'ON COUNTY HIGHWAY 27 FOR 0.55 MILE TO INTERSECTION OF U.S. HIGHWAY
 OD1474'9 AND NOLAN ROAD AND MARK ON SOUTHWEST CORNER OF INTERSECTION.
 OD1474'
 OD1474'TO REACH AZIMUTH MARK, CPA-2 (SACGS), FROM THE STATION, GO EAST
 OD1474'ON COUNTY HIGHWAY 27 FOR 0.20 MILE TO MARK ON THE RIGHT.
 OD1474'
 OD1474'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1474'SURVEY STAMPED CPA.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1474'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW THE
 OD1474'GROUND.  IT IS LOCATED 54.1 FEET EAST OF THE CENTERLINE OF STATE
 OD1474'HIGHWAY 32, (GANSEVOORT ROAD), 21.3 FEET EAST OF A CATCH BASIN
 OD1474'ON THE NORTHEAST CORNER OF STATE HIGHWAY 32 AND COUNTY HIGHWAY
 OD1474'27 (BLUEBIRD ROAD), 51.1 FEET NORTHEAST OF A CATCH BASIN ON THE
 OD1474'SOUTHEAST CORNER OF STATE HIGHWAY 32 AND COUNTY HIGHWAY 27 AND
 OD1474'21.0 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 27.  THE
 OD1474'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1474'CONCRETE 48-INCHES BELOW THE GROUND.
 OD1474'
 OD1474'AZIMUTH MARK, CPA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1474'COUNTY GEODETIC SURVEY STAMPED CPA-1.  IT IS SET IN THE TOP OF A
 OD1474'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW
 OD1474'THE GROUND.  IT IS LOCATED 2.5 FEET SOUTHWEST OF POLE N M 152,
 OD1474'NYT 53, ON THE SOUTHWEST CORNER OF NOLAN ROAD AND U.S. HIGHWAY 9,
 OD1474'51.8 FEET WEST OF POLE NM 60-1 ON THE EAST SIDE OF U.S. HIGHWAY
 OD1474'9, 29.8 FEET SOUTHEAST OF CENTERLINE OF NOLAN ROAD AND 22.8
 OD1474'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 9.
 OD1474'
 OD1474'AZIMUTH MARK, CPA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1474'COUNTY GEODETIC SURVEY STAMPED CPA-2.  IT IS SET IN THE TOP OF A
 OD1474'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1474'GROUND.  IT IS LOCATED 93.7 FEET SOUTHEAST OF A MARBLE MONUMENT
 OD1474'ON THE NORTH SIDE OF BLUEBIRD ROAD, 56.0 FEET EAST OF THE RANGE
 OD1474'LINE OFF THE WEST SIDE OF A HOUSE ON THE NORTH SIDE OF COUNTY
 OD1474'HIGHWAY 27, 23.1 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 OD1474'27, AND 81.2 FEET WEST OF A 15-INCH WILLOW TREE ON THE SOUTH
 OD1474'SIDE OF COUNTY HIGHWAY 27.
 OD1474'
 OD1474'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1459 ***********************************************************************
 OD1459  DESIGNATION -  CPB
 OD1459  PID         -  OD1459
 OD1459  STATE/COUNTY-  NY/SARATOGA
 OD1459  USGS QUAD   -  HUDSON FALLS (1966)
 OD1459
 OD1459                         *CURRENT SURVEY CONTROL
 OD1459  ___________________________________________________________________
 OD1459* NAD 83(1996)-  43 16 59.75998(N)    073 37 27.29420(W)     ADJUSTED  
 OD1459* NAVD 88     -       102.4    (meters)     336.     (feet)  VERTCON   
 OD1459  ___________________________________________________________________
 OD1459  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OD1459  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OD1459
 OD1459  HORZ ORDER  -  SECOND
 OD1459
 OD1459.The horizontal coordinates were established by classical geodetic methods
 OD1459.and adjusted by the National Geodetic Survey in January 1999..
 OD1459
 OD1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1459
 OD1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1459
 OD1459.The geoid height was determined by GEOID03.
 OD1459
 OD1459;                    North         East     Units Scale Factor Converg.
 OD1459;SPC NY E     -   494,510.863   221,073.783   MT  0.99996212   +0 36 01.6
 OD1459;SPC NY E     - 1,622,407.72    725,306.24   sFT  0.99996212   +0 36 01.6
 OD1459;UTM  18      - 4,793,190.709   611,619.412   MT  0.99975326   +0 56 36.0
 OD1459
 OD1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1459!SPC NY E     -   0.99998867  x   0.99996212  =   0.99995079
 OD1459!UTM  18      -   0.99998867  x   0.99975326  =   0.99974193
 OD1459
 OD1459:                Primary Azimuth Mark                     Grid Az
 OD1459:SPC NY E     -  CPB 2                                    058 12 17.3
 OD1459:UTM  18      -  CPB 2                                    057 51 42.9
 OD1459
 OD1459|---------------------------------------------------------------------|
 OD1459| PID    Reference Object                     Distance      Geod. Az  |
 OD1459|                                                           dddmmss.s |
 OD1459| DA2460 CPB 2                                              0584818.9 |
 OD1459| DA2459 CPB 1                                              2135650.4 |
 OD1459| OD1458 CPB A SACGS 1973                      7.104 METERS 34824     |
 OD1459|---------------------------------------------------------------------|
 OD1459
 OD1459                          SUPERSEDED SURVEY CONTROL
 OD1459
 OD1459  NAD 83(1996)-  43 16 59.76210(N)    073 37 27.29413(W) AD(       ) 2
 OD1459  NAD 83(1992)-  43 16 59.76260(N)    073 37 27.29393(W) AD(       ) 2
 OD1459  NAD 83(1986)-  43 16 59.76377(N)    073 37 27.29427(W) AD(       ) 2
 OD1459  NAD 27      -  43 16 59.50154(N)    073 37 28.87456(W) AD(       ) 2
 OD1459  NGVD 29 (07/19/86)  102.6    (m)          337.     (f) VERT ANG       
 OD1459
 OD1459.Superseded values are not recommended for survey control.
 OD1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1459.See file dsdata.txt to determine how the superseded data were derived.
 OD1459
 OD1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1161993191(NAD 83)
 OD1459_MARKER: DD = SURVEY DISK
 OD1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1459
 OD1459  HISTORY     - Date     Condition        Report By
 OD1459  HISTORY     - 1973     MONUMENTED       NY-091
 OD1459
 OD1459                          STATION DESCRIPTION
 OD1459
 OD1459'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 OD1459'THE STATION IS ABOUT 1.0 MILE SOUTHEAST OF THE VILLAGE OF SOUTH
 OD1459'GLENS FALLS, 6.2 MILES NORTHEAST OF GANSEVOORT, AND 11.0 MILES
 OD1459'EAST OF CORINTH, IN THE TOWNSHIP OF MOREAU.
 OD1459'
 OD1459'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 32
 OD1459'AND U.S. HIGHWAY 9, GO SOUTH ON STATE HIGHWAY 32 FOR 1.10 MILES
 OD1459'TO INTERSECTION OF COUNTY HIGHWAY 27.  TURN LEFT ON COUNTY
 OD1459'HIGHWAY 27 AND GO EAST AND NORTHEAST FOR 0.85 MILE TO AZIMUTH
 OD1459'MARK, CPB-1 (SACGS), ON RIGHT.  CONTINUE NORTHEAST ON COUNTY
 OD1459'HIGHWAY 27 FOR 0.25 MILE TO STATION ON LEFT.
 OD1459'
 OD1459'TO REACH AZIMUTH MARK, CPB-2 (SACGS) FROM THE STATION, GO NORTHEAST
 OD1459'ON COUNTY HIGHWAY 27 FOR 0.20 MILE TO MARK ON EAST CORNER OF
 OD1459'INTERSECTION OF COUNTY HIGHWAYS 27 AND 28.
 OD1459'
 OD1459'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 OD1459'SURVEY STAMPED CPB.  THE SURFACE MARK IS SET IN THE TOP OF A
 OD1459'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1459'GROUND.  IT IS LOCATED 40.8 FEET NORTHEAST OF THE RANGE LINE OF
 OD1459'THE NORTHEAST SIDE OF THE HOUSE 8273 ON THE NORTHWEST SIDE OF
 OD1459'COUNTY HIGHWAY 27, 89.1 FEET SOUTHEAST OF A 18-INCH WHITE PINE
 OD1459'TREE ON THE NORTHWEST SIDE OF COUNTY HIGHWAY 27 AND 26.3 FEET
 OD1459'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY 27.  THE
 OD1459'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OD1459'CONCRETE 48 INCHES BELOW THE GROUND.
 OD1459'
 OD1459'AZIMUTH MARK, CPB-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1459'COUNTY GEODETIC SURVEY STAMPED CPB-1.  IT IS SET IN THE TOP OF A
 OD1459'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.30 FOOT BELOW
 OD1459'THE GROUND.  IT IS LOCATED 17.6 FEET NORTHEAST OF POLE NM 11,
 OD1459'NYT 11 ON THE SOUTHEAST SIDE OF COUNTY HIGHWAY 27, 51.4 FEET EAST
 OD1459'OF GUY POLE NYT 11, FL 73 ON THE NORTHWEST SIDE OF COUNTY HIGHWAY
 OD1459'27, 20.5 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 27 AND 12.7
 OD1459'FEET SOUTH OF A CATCH BASIN ON THE SOUTHEAST SIDE OF COUNTY
 OD1459'HIGHWAY 27.
 OD1459'
 OD1459'AZIMUTH MARK, CPB-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 OD1459'COUNTY GEODETIC SURVEY STAMPED CPB-2.  IT IS SET IN THE TOP OF A
 OD1459'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OD1459'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 OD1459'THE GROUND.  IT IS LOCATED 29.0 FEET SOUTHEAST OF THE CENTERLINE
 OD1459'OF COUNTY HIGHWAY 27, 5.7 FEET SOUTHEAST OF POLE NYT 236-13 ON THE
 OD1459'SOUTHEAST CORNER OF COUNTY HIGHWAY 27 AND COUNTY HIGHWAY 28
 OD1459'(FORT EDWARD ROAD), 20.0 FEET NORTHEAST OF THE CENTERLINE OF
 OD1459'COUNTY HIGHWAY 28 AND 48.1 FEET NORTHWEST OF THE RANGE LINE
 OD1459'OFF THE NORTHWEST SIDE OF THE HOUSE ON THE SOUTHWEST CORNER OF
 OD1459'COUNTY HIGHWAYS 27 AND 28.
 OD1459'
 OD1459'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0820 ***********************************************************************
 MZ0820  DESIGNATION -  CQA
 MZ0820  PID         -  MZ0820
 MZ0820  STATE/COUNTY-  NY/SARATOGA
 MZ0820  USGS QUAD   -  MECHANICVILLE (1980)
 MZ0820
 MZ0820                         *CURRENT SURVEY CONTROL
 MZ0820  ___________________________________________________________________
 MZ0820* NAD 83(1996)-  42 56 09.21184(N)    073 41 01.33647(W)     ADJUSTED  
 MZ0820* NAVD 88     -        83.297  (meters)     273.28   (feet)  ADJUSTED  
 MZ0820  ___________________________________________________________________
 MZ0820  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MZ0820  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ0820  DYNAMIC HT  -          83.275 (meters)     273.21  (feet)  COMP
 MZ0820  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 MZ0820
 MZ0820  HORZ ORDER  -  SECOND
 MZ0820  VERT ORDER  -  FIRST     CLASS I
 MZ0820
 MZ0820.The horizontal coordinates were established by classical geodetic methods
 MZ0820.and adjusted by the National Geodetic Survey in January 1999..
 MZ0820
 MZ0820.The orthometric height was determined by differential leveling
 MZ0820.and adjusted by the National Geodetic Survey in June 1991..
 MZ0820
 MZ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ0820
 MZ0820.The geoid height was determined by GEOID03.
 MZ0820
 MZ0820.The dynamic height is computed by dividing the NAVD 88
 MZ0820.geopotential number by the normal gravity value computed on the
 MZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0820.degrees latitude (g = 980.6199 gals.).
 MZ0820
 MZ0820.The modeled gravity was interpolated from observed gravity values.
 MZ0820
 MZ0820;                    North         East     Units Scale Factor Converg.
 MZ0820;SPC NY E     -   455,874.080   216,624.180   MT  0.99995459   +0 33 21.8
 MZ0820;SPC NY E     - 1,495,646.88    710,707.83   sFT  0.99995459   +0 33 21.8
 MZ0820;UTM  18      - 4,754,536.221   607,401.242   MT  0.99974191   +0 53 48.2
 MZ0820
 MZ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ0820!SPC NY E     -   0.99999181  x   0.99995459  =   0.99994640
 MZ0820!UTM  18      -   0.99999181  x   0.99974191  =   0.99973372
 MZ0820
 MZ0820|---------------------------------------------------------------------|
 MZ0820| PID    Reference Object                     Distance      Geod. Az  |
 MZ0820|                                                           dddmmss.s |
 MZ0820| MZ2362 CQA A                                 8.447 METERS 06007     |
 MZ0820| DA2462 CQA 2                                              1124015.8 |
 MZ0820| DA2461 CQA 1                                              2883535.6 |
 MZ0820|---------------------------------------------------------------------|
 MZ0820
 MZ0820                          SUPERSEDED SURVEY CONTROL
 MZ0820
 MZ0820  NAD 83(1996)-  42 56 09.21436(N)    073 41 01.33758(W) AD(       ) 2
 MZ0820  NAD 83(1996)-  42 56 09.21472(N)    073 41 01.33771(W) AD(       ) 2
 MZ0820  NAD 83(1992)-  42 56 09.21528(N)    073 41 01.33743(W) AD(       ) 2
 MZ0820  NAD 83(1992)-  42 56 09.21553(N)    073 41 01.33755(W) AD(       ) 2
 MZ0820  NAD 83(1986)-  42 56 09.21617(N)    073 41 01.33641(W) AD(       ) 2
 MZ0820  NAD 27      -  42 56 08.94214(N)    073 41 02.91493(W) AD(       ) 2
 MZ0820  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG       
 MZ0820
 MZ0820.Superseded values are not recommended for survey control.
 MZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0820.See file dsdata.txt to determine how the superseded data were derived.
 MZ0820
 MZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0740154536(NAD 83)
 MZ0820_MARKER: DD = SURVEY DISK
 MZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0820_STAMPING: C Q A
 MZ0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0820+STABILITY: SURFACE MOTION
 MZ0820
 MZ0820  HISTORY     - Date     Condition        Report By
 MZ0820  HISTORY     - 1973     MONUMENTED       NY-091
 MZ0820  HISTORY     - 1974     GOOD             NGS
 MZ0820  HISTORY     - 1976     GOOD             NY-091
 MZ0820  HISTORY     - 20020606 MARK NOT FOUND   USPSQD
 MZ0820  HISTORY     - 20030616 MARK NOT FOUND   USPSQD
 MZ0820  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MZ0820  HISTORY     - 20050616 MARK NOT FOUND   USPSQD
 MZ0820
 MZ0820                          STATION DESCRIPTION
 MZ0820
 MZ0820'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ0820'THE STATION IS LOCATED 1.5 MILES WEST OF STILLWATER, 2.0 MILES
 MZ0820'NORTH OF MECHANICVILLE, AND 6.5 MILES WEST OF ROUND LAKE IN THE
 MZ0820'TOWNSHIP OF STILLWATER.
 MZ0820'
 MZ0820'TO REACH THE STATION FROM THE POST OFFICE IN STILLWATER GO
 MZ0820'NORTHWEST ON LAKE STREET FOR 0.35 MILE TO THE T-INTERSECTION OF
 MZ0820'KELLOG ROAD ON LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON KELLOG
 MZ0820'ROAD FOR 1.1 MILES TO THE T-INTERSECTION OF VAN NESS ROAD ON
 MZ0820'RIGHT.  BEAR RIGHT AND GO NORTHWEST ON VAN NESS ROAD FOR 0.20
 MZ0820'MILE TO AZIMUTH MARK, CQA-2 (SACGS), ON LEFT.  CONTINUE
 MZ0820'NORTHWEST ON VAN NESS ROAD FOR 0.20 MI TO STATION ON LEFT.
 MZ0820'
 MZ0820'TO REACH AZIMUTH MARK, CQA-1 (SACGS), FROM THE STATION GO NORTHWEST
 MZ0820'ON VAN NESS ROAD FOR 0.35 MILE TO T-INTERSECTION OF FLIKE ROAD
 MZ0820'AND MARK ON RIGHT.
 MZ0820'
 MZ0820'STATION MARKS ARE STANDARD DISKS OF SARATOGA COUNTY GEODETIC
 MZ0820'SURVEY STAMPED CQA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ0820'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.40 FOOT BELOW
 MZ0820'THE GROUND.  IT IS LOCATED 40.5 FEET SOUTHEAST OF THE RANGE LINE
 MZ0820'OFF THE SOUTHEAST SIDE OF A WHITE HOUSE, 26.3 FEET NORTHEAST OF
 MZ0820'A CEDAR TREE, 16.0 FEET NORTHWEST OF A BLUE SPRUCE TREE ALL ON
 MZ0820'THE SOUTHWEST SIDE OF VAN NESS ROAD, AND 13.2 FEET SOUTHWEST OF
 MZ0820'THE CENTERLINE OF VAN NESS ROAD.  THE UNDERGROUND MARK IS SET
 MZ0820'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 MZ0820'GROUND.
 MZ0820'
 MZ0820'AZIMUTH MARK, CQA-1 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ0820'COUNTY GEODETIC SURVEY STAMPED CQA-1.  IT IS SET IN THE TOP OF A
 MZ0820'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.20 FOOT BELOW THE
 MZ0820'GROUND.  IT IS LOCATED 46.3 FEET NORTHEAST OF AN 8-INCH CHERRY
 MZ0820'TREE ON THE SOUTHWEST SIDE OF VAN NESS ROAD, 36.4 FEET SOUTHWEST
 MZ0820'OF THE CENTER OF A CONCRETE WELL ON THE NORTHEAST SIDE OF VAN
 MZ0820'NESS ROAD, 18.0 FEET SOUTHEAST OF THE CENTERLINE OF FLIKE ROAD
 MZ0820'AND 27.0 FEET NORTHEAST OF THE CENTERLINE OF VAN NESS ROAD.
 MZ0820'
 MZ0820'AZIMUTH MARK, CQA-2 (SACGS), IS A STANDARD DISK OF SARATOGA
 MZ0820'COUNTY GEODETIC SURVEY STAMPED CQA-2.  IT IS SET IN THE TOP OF A
 MZ0820'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.50 FOOT BELOW THE
 MZ0820'GROUND.  IT IS LOCATED 101.4 FEET SOUTHEAST OF POLE NYS E AND G
 MZ0820'21, 20.3 FEET NORTHWEST OF A 4-INCH SCOTCH PINE TREE, 4.5 FEET
 MZ0820'NORTHEAST OF A HILL SIGN, ALL ON THE SOUTHWEST SIDE OF VAN
 MZ0820'NESS ROAD, AND 14.7 FEET SOUTHWEST OF THE CENTERLINE OF VAN
 MZ0820'NESS ROAD.
 MZ0820'
 MZ0820'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 MZ0820
 MZ0820                          STATION RECOVERY (1974)
 MZ0820
 MZ0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MZ0820'2.3 MI N FROM MECHANICVILLE.
 MZ0820'0.55 MILES NORTHEAST ALONG MULBERRY AVENUE FROM THE JUNCTION OF STATE
 MZ0820'HIGHWAY AT MECHANICVILLE, THENCE 1.3 MILES NORTH ALONG BRICKYARD ROAD,
 MZ0820'THENCE 0.45 MILE WEST ALONG VANNESS ROAD, 14.5 FEET SOUTHWEST OF THE
 MZ0820'CENTER LINE OF VANNESS ROAD, 15.5 FEET EAST OF APPROXIMATE CENTER OF A
 MZ0820'PRIVATE DRIVEWAY, 71.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MZ0820'HOUSE OWNED BY FRANK KUSICK, 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 MZ0820'POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE COUNTY ROAD AND SET IN THE
 MZ0820'TOP OF A CONCRETE POST WHICH IS 0.4 FOOT BELOW THE SURFACE OF THE
 MZ0820'GROUND.
 MZ0820
 MZ0820                          STATION RECOVERY (1976)
 MZ0820
 MZ0820'RECOVERY NOTE BY SARATOGA COUNTY NEW YORK 1976 (DHB)
 MZ0820'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MZ0820
 MZ0820                          STATION RECOVERY (2002)
 MZ0820
 MZ0820'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ0820'MARK NOT FOUND.
 MZ0820
 MZ0820                          STATION RECOVERY (2003)
 MZ0820
 MZ0820'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0820'MARK NOT FOUND.
 MZ0820
 MZ0820                          STATION RECOVERY (2004)
 MZ0820
 MZ0820'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0820'MARK NOT FOUND.
 MZ0820
 MZ0820                          STATION RECOVERY (2005)
 MZ0820
 MZ0820'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2369 ***********************************************************************
 MZ2369  DESIGNATION -  CQAA
 MZ2369  PID         -  MZ2369
 MZ2369  STATE/COUNTY-  NY/RENSSELAER
 MZ2369  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2369
 MZ2369                         *CURRENT SURVEY CONTROL
 MZ2369  ___________________________________________________________________
 MZ2369* NAD 83(1996)-  42 56 03.40702(N)    073 38 45.32890(W)     ADJUSTED  
 MZ2369* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 MZ2369  ___________________________________________________________________
 MZ2369  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MZ2369  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MZ2369
 MZ2369  HORZ ORDER  -  SECOND
 MZ2369
 MZ2369.The horizontal coordinates were established by classical geodetic methods
 MZ2369.and adjusted by the National Geodetic Survey in January 1999..
 MZ2369
 MZ2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2369
 MZ2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2369
 MZ2369.The geoid height was determined by GEOID03.
 MZ2369
 MZ2369;                    North         East     Units Scale Factor Converg.
 MZ2369;SPC NY E     -   455,725.587   219,709.524   MT  0.99995976   +0 34 54.4
 MZ2369;SPC NY E     - 1,495,159.70    720,830.33   sFT  0.99995976   +0 34 54.4
 MZ2369;UTM  18      - 4,754,406.101   610,486.762   MT  0.99975018   +0 55 20.8
 MZ2369
 MZ2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2369!SPC NY E     -   1.00000044  x   0.99995976  =   0.99996020
 MZ2369!UTM  18      -   1.00000044  x   0.99975018  =   0.99975062
 MZ2369
 MZ2369:                Primary Azimuth Mark                     Grid Az
 MZ2369:SPC NY E     -  HOOSICK                                  156 28 58.2
 MZ2369:UTM  18      -  HOOSICK                                  156 08 31.8
 MZ2369
 MZ2369|---------------------------------------------------------------------|
 MZ2369| PID    Reference Object                     Distance      Geod. Az  |
 MZ2369|                                                           dddmmss.s |
 MZ2369| MZ2366 HOOSICK                             APPROX. 0.5 KM 1570352.6 |
 MZ2369| MZ2368 CQAB                                485.019 METERS 3160252.3 |
 MZ2369|---------------------------------------------------------------------|
 MZ2369
 MZ2369                          SUPERSEDED SURVEY CONTROL
 MZ2369
 MZ2369  NAD 83(1996)-  42 56 03.40950(N)    073 38 45.33001(W) AD(       ) 2
 MZ2369  NAD 83(1996)-  42 56 03.40987(N)    073 38 45.33014(W) AD(       ) 2
 MZ2369  NAD 83(1992)-  42 56 03.41042(N)    073 38 45.32986(W) AD(       ) 2
 MZ2369  NAD 83(1992)-  42 56 03.41067(N)    073 38 45.32999(W) AD(       ) 2
 MZ2369  NAD 83(1986)-  42 56 03.41135(N)    073 38 45.32886(W) AD(       ) 2
 MZ2369  NAD 27      -  42 56 03.13708(N)    073 38 46.91200(W) AD(       ) 2
 MZ2369  NGVD 29 (07/19/86)   28.4    (m)           93.     (f) VERT ANG       
 MZ2369
 MZ2369.Superseded values are not recommended for survey control.
 MZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2369.See file dsdata.txt to determine how the superseded data were derived.
 MZ2369
 MZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1048754406(NAD 83)
 MZ2369_MARKER: DE = TRAVERSE STATION DISK
 MZ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2369_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2369+STABILITY: SURFACE MOTION
 MZ2369
 MZ2369  HISTORY     - Date     Condition        Report By
 MZ2369  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2369  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 MZ2369  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 MZ2369  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2369  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 MZ2369
 MZ2369                          STATION DESCRIPTION
 MZ2369
 MZ2369'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2369'THE STATION IS LOCATED 0.45 MILES SOUTHEAST OF THE VILLAGE OF
 MZ2369'STILLWATER AND 2.7 MILES NORTHEAST OF THE CITY OF MECHANICVILLE.
 MZ2369'
 MZ2369'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 WITH NY
 MZ2369'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2369'STILLWATER, GO SOUTHEAST ON NY STATE HIGHWAY 67 FOR 0.45 MILES TO
 MZ2369'STATION ON LEFT.
 MZ2369'
 MZ2369'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2369'SURVEY STAMPED CQAA.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2369'CONCRETE MONUMENT THAT IS 0.15 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2369'92.3 FEET WEST OF POLE NM 143, 71.2 FEET EAST OF THE SOUTHERLY MOST
 MZ2369'GUARD RAIL ON THE WEST SIDE OF NY STATE HIGHWAY 67, 35.5 FEET
 MZ2369'SOUTHEAST OF THE SOUTHERLY MOST GUARD RAIL ON THE EAST SIDE OF NY
 MZ2369'STATE HIGHWAY 67, AND 14.9 FEET NORTHEAST OF THE CENTERLINE OF NY
 MZ2369'STATE HIGHWAY 67.
 MZ2369
 MZ2369                          STATION RECOVERY (2002)
 MZ2369
 MZ2369'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2369'MARK NOT FOUND.
 MZ2369
 MZ2369                          STATION RECOVERY (2003)
 MZ2369
 MZ2369'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2369'MARK NOT FOUND.
 MZ2369
 MZ2369                          STATION RECOVERY (2004)
 MZ2369
 MZ2369'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2369'MARK NOT FOUND.
 MZ2369
 MZ2369                          STATION RECOVERY (2005)
 MZ2369
 MZ2369'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2368 ***********************************************************************
 MZ2368  DESIGNATION -  CQAB
 MZ2368  PID         -  MZ2368
 MZ2368  STATE/COUNTY-  NY/RENSSELAER
 MZ2368  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2368
 MZ2368                         *CURRENT SURVEY CONTROL
 MZ2368  ___________________________________________________________________
 MZ2368* NAD 83(1996)-  42 56 14.72202(N)    073 39 00.17597(W)     ADJUSTED  
 MZ2368* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 MZ2368  ___________________________________________________________________
 MZ2368  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MZ2368  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 MZ2368
 MZ2368  HORZ ORDER  -  SECOND
 MZ2368
 MZ2368.The horizontal coordinates were established by classical geodetic methods
 MZ2368.and adjusted by the National Geodetic Survey in January 1999..
 MZ2368
 MZ2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2368
 MZ2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2368
 MZ2368.The geoid height was determined by GEOID03.
 MZ2368
 MZ2368;                    North         East     Units Scale Factor Converg.
 MZ2368;SPC NY E     -   456,071.311   219,369.378   MT  0.99995918   +0 34 44.4
 MZ2368;SPC NY E     - 1,496,293.96    719,714.37   sFT  0.99995918   +0 34 44.4
 MZ2368;UTM  18      - 4,754,749.725   610,144.639   MT  0.99974925   +0 55 10.8
 MZ2368
 MZ2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2368!SPC NY E     -   0.99999961  x   0.99995918  =   0.99995879
 MZ2368!UTM  18      -   0.99999961  x   0.99974925  =   0.99974886
 MZ2368
 MZ2368:                Primary Azimuth Mark                     Grid Az
 MZ2368:SPC NY E     -  CQAA                                     135 27 57.8
 MZ2368:UTM  18      -  CQAA                                     135 07 31.4
 MZ2368
 MZ2368|---------------------------------------------------------------------|
 MZ2368| PID    Reference Object                     Distance      Geod. Az  |
 MZ2368|                                                           dddmmss.s |
 MZ2368| MZ2369 CQAA                                485.019 METERS 1360242.2 |
 MZ2368| MZ2373 CQAC                                APPROX. 1.4 KM 2455311.2 |
 MZ2368|---------------------------------------------------------------------|
 MZ2368
 MZ2368                          SUPERSEDED SURVEY CONTROL
 MZ2368
 MZ2368  NAD 83(1996)-  42 56 14.72449(N)    073 39 00.17707(W) AD(       ) 2
 MZ2368  NAD 83(1996)-  42 56 14.72486(N)    073 39 00.17719(W) AD(       ) 2
 MZ2368  NAD 83(1992)-  42 56 14.72541(N)    073 39 00.17692(W) AD(       ) 2
 MZ2368  NAD 83(1992)-  42 56 14.72567(N)    073 39 00.17704(W) AD(       ) 2
 MZ2368  NAD 83(1986)-  42 56 14.72633(N)    073 39 00.17592(W) AD(       ) 2
 MZ2368  NAD 27      -  42 56 14.45217(N)    073 39 01.75855(W) AD(       ) 2
 MZ2368  NGVD 29 (07/19/86)   33.7    (m)          111.     (f) VERT ANG       
 MZ2368
 MZ2368.Superseded values are not recommended for survey control.
 MZ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2368.See file dsdata.txt to determine how the superseded data were derived.
 MZ2368
 MZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1014554750(NAD 83)
 MZ2368_MARKER: DE = TRAVERSE STATION DISK
 MZ2368_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MZ2368+WITH SETTING: PAVEMENT
 MZ2368_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2368+STABILITY: SURFACE MOTION
 MZ2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2368+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2368
 MZ2368  HISTORY     - Date     Condition        Report By
 MZ2368  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2368  HISTORY     - 20020812 GOOD             USPSQD
 MZ2368  HISTORY     - 20030816 GOOD             USPSQD
 MZ2368  HISTORY     - 20040816 GOOD             USPSQD
 MZ2368  HISTORY     - 20050816 GOOD             USPSQD
 MZ2368  HISTORY     - 20050824 GOOD             USPSQD
 MZ2368
 MZ2368                          STATION DESCRIPTION
 MZ2368
 MZ2368'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2368'$
 MZ2368'THE STATION IS LOCATED IN THE VILLAGE OF STILLWATER ON THE BRIDGE
 MZ2368'WHERE STATE HIGHWAY 67 CROSSES THE HUDSON RIVER.
 MZ2368'
 MZ2368'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2368'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2368'STILLWATER, GO SOUTHEAST ON NY STATE HIGHWAY 67 FOR 0.15 MILES TO
 MZ2368'STATION ON RIGHT ON SOUTHWEST BRIDGE AUBTMENT.
 MZ2368'
 MZ2368'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2368'SURVEY STAMPED CQAB.  THE SURFACE DISK IS SET IN THE SOUTHWEST BRIDGE
 MZ2368'ABUTMENT OF THE BRIDGE CROSSING THE HUDSON RIVER.  IT IS LOCATED ON
 MZ2368'THE SOUTHWEST END OF THE BRIDGE AT THE END OF A CONCRETE SIDEWALK,
 MZ2368'12.6 FEET SOUTHWEST OF THE CENTERLINE NY STATE HIGHWAY 67, AND 10.9
 MZ2368'FEET NORTH OF THE NORTH END OF THE END GUARD RAIL ON THE SOUTHWEST
 MZ2368'SIDE OF NY STATE HIGHWAY 67.
 MZ2368
 MZ2368                          STATION RECOVERY (2002)
 MZ2368
 MZ2368'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2368'RECOVERED IN GOOD CONDITION.
 MZ2368
 MZ2368                          STATION RECOVERY (2003)
 MZ2368
 MZ2368'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2368'RECOVERED IN GOOD CONDITION.
 MZ2368
 MZ2368                          STATION RECOVERY (2004)
 MZ2368
 MZ2368'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2368'RECOVERED IN GOOD CONDITION.
 MZ2368
 MZ2368                          STATION RECOVERY (2005)
 MZ2368
 MZ2368'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2368'RECOVERED IN GOOD CONDITION.
 MZ2368
 MZ2368                          STATION RECOVERY (2005)
 MZ2368
 MZ2368'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2373 ***********************************************************************
 MZ2373  DESIGNATION -  CQAC
 MZ2373  PID         -  MZ2373
 MZ2373  STATE/COUNTY-  NY/SARATOGA
 MZ2373  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2373
 MZ2373                         *CURRENT SURVEY CONTROL
 MZ2373  ___________________________________________________________________
 MZ2373* NAD 83(1996)-  42 55 56.77216(N)    073 39 54.74015(W)     ADJUSTED  
 MZ2373* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 MZ2373  ___________________________________________________________________
 MZ2373  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MZ2373  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 MZ2373
 MZ2373  HORZ ORDER  -  SECOND
 MZ2373
 MZ2373.The horizontal coordinates were established by classical geodetic methods
 MZ2373.and adjusted by the National Geodetic Survey in January 1999..
 MZ2373
 MZ2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2373
 MZ2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2373
 MZ2373.The geoid height was determined by GEOID03.
 MZ2373
 MZ2373;                    North         East     Units Scale Factor Converg.
 MZ2373;SPC NY E     -   455,505.062   218,137.842   MT  0.99995710   +0 34 07.1
 MZ2373;SPC NY E     - 1,494,436.19    715,673.90   sFT  0.99995710   +0 34 07.1
 MZ2373;UTM  18      - 4,754,176.285   608,916.750   MT  0.99974594   +0 54 33.4
 MZ2373
 MZ2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2373!SPC NY E     -   0.99999993  x   0.99995710  =   0.99995703
 MZ2373!UTM  18      -   0.99999993  x   0.99974594  =   0.99974587
 MZ2373
 MZ2373:                Primary Azimuth Mark                     Grid Az
 MZ2373:SPC NY E     -  CQAB                                     065 18 26.9
 MZ2373:UTM  18      -  CQAB                                     064 58 00.6
 MZ2373
 MZ2373|---------------------------------------------------------------------|
 MZ2373| PID    Reference Object                     Distance      Geod. Az  |
 MZ2373|                                                           dddmmss.s |
 MZ2373| MZ2368 CQAB                                APPROX. 1.4 KM 0655234.0 |
 MZ2373| MZ2372 CQAD                                293.858 METERS 21037     |
 MZ2373|---------------------------------------------------------------------|
 MZ2373
 MZ2373                          SUPERSEDED SURVEY CONTROL
 MZ2373
 MZ2373  NAD 83(1996)-  42 55 56.77465(N)    073 39 54.74125(W) AD(       ) 2
 MZ2373  NAD 83(1996)-  42 55 56.77502(N)    073 39 54.74137(W) AD(       ) 2
 MZ2373  NAD 83(1992)-  42 55 56.77556(N)    073 39 54.74109(W) AD(       ) 2
 MZ2373  NAD 83(1992)-  42 55 56.77581(N)    073 39 54.74121(W) AD(       ) 2
 MZ2373  NAD 83(1986)-  42 55 56.77646(N)    073 39 54.74008(W) AD(       ) 2
 MZ2373  NAD 27      -  42 55 56.50218(N)    073 39 56.32091(W) AD(       ) 2
 MZ2373  NGVD 29 (07/19/86)   31.7    (m)          104.     (f) VERT ANG       
 MZ2373
 MZ2373.Superseded values are not recommended for survey control.
 MZ2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2373.See file dsdata.txt to determine how the superseded data were derived.
 MZ2373
 MZ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0891754176(NAD 83)
 MZ2373_MARKER: DE = TRAVERSE STATION DISK
 MZ2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2373_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2373+STABILITY: SURFACE MOTION
 MZ2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2373+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2373
 MZ2373  HISTORY     - Date     Condition        Report By
 MZ2373  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2373  HISTORY     - 19981115 GOOD             USPSQD
 MZ2373  HISTORY     - 20020814 GOOD             USPSQD
 MZ2373  HISTORY     - 20030816 GOOD             USPSQD
 MZ2373  HISTORY     - 20040816 GOOD             USPSQD
 MZ2373  HISTORY     - 20050816 GOOD             USPSQD
 MZ2373  HISTORY     - 20050824 GOOD             USPSQD
 MZ2373
 MZ2373                          STATION DESCRIPTION
 MZ2373
 MZ2373'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2373'THE STATION IS LOCATED 0.8 MILES SOUTHWEST OF THE VILLAGE OF
 MZ2373'STILLWATER AND 2.1 MILES NORTHEAST OF THE CITY OF MECHANICVILLE.
 MZ2373'
 MZ2373'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2373'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2373'STILLWATER, GO SOUTHWEST ON US HIGHWAY 4 FOR 0.9 MILES TO STATION ON
 MZ2373'RIGHT.
 MZ2373'
 MZ2373'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2373'SURVEY STAMPED CQAC.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2373'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED 69.8
 MZ2373'FEET NORTHWEST OF POLE NYSEG 179-1, 69.3 FEET SOUTH OF POLE NYSEG 61
 MZ2373'NYT 98, 59.0 FEET NORTHEAST OF POLE NYSEG 4000L NYT 97 179 E-60, AND
 MZ2373'17.8 FEET WEST OF THE CENTERLINE OF US HIGHWAY 4.
 MZ2373
 MZ2373                          STATION RECOVERY (1998)
 MZ2373
 MZ2373'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2373'RECOVERED IN GOOD CONDITION.
 MZ2373
 MZ2373                          STATION RECOVERY (2002)
 MZ2373
 MZ2373'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2373'SIXTEEN INCHES FROM EDGE OF MACADAM AND FOUR FEET SIX INCHES FROM
 MZ2373'WITNESS POST ATTACHED TO STREET SIGN.
 MZ2373
 MZ2373                          STATION RECOVERY (2003)
 MZ2373
 MZ2373'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2373'RECOVERED IN GOOD CONDITION.
 MZ2373
 MZ2373                          STATION RECOVERY (2004)
 MZ2373
 MZ2373'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2373'RECOVERED IN GOOD CONDITION.
 MZ2373
 MZ2373                          STATION RECOVERY (2005)
 MZ2373
 MZ2373'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2373'RECOVERED IN GOOD CONDITION.
 MZ2373
 MZ2373                          STATION RECOVERY (2005)
 MZ2373
 MZ2373'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2372 ***********************************************************************
 MZ2372  DESIGNATION -  CQAD
 MZ2372  PID         -  MZ2372
 MZ2372  STATE/COUNTY-  NY/SARATOGA
 MZ2372  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2372
 MZ2372                         *CURRENT SURVEY CONTROL
 MZ2372  ___________________________________________________________________
 MZ2372* NAD 83(1996)-  42 55 48.57666(N)    073 40 01.33945(W)     ADJUSTED  
 MZ2372* NAVD 88     -        30.5    (meters)     100.     (feet)  VERTCON   
 MZ2372  ___________________________________________________________________
 MZ2372  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 MZ2372  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MZ2372
 MZ2372  HORZ ORDER  -  SECOND
 MZ2372
 MZ2372.The horizontal coordinates were established by classical geodetic methods
 MZ2372.and adjusted by the National Geodetic Survey in January 1999..
 MZ2372
 MZ2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2372
 MZ2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2372
 MZ2372.The geoid height was determined by GEOID03.
 MZ2372
 MZ2372;                    North         East     Units Scale Factor Converg.
 MZ2372;SPC NY E     -   455,250.700   217,990.721   MT  0.99995685   +0 34 02.5
 MZ2372;SPC NY E     - 1,493,601.67    715,191.22   sFT  0.99995685   +0 34 02.5
 MZ2372;UTM  18      - 4,753,921.106   608,771.174   MT  0.99974555   +0 54 28.7
 MZ2372
 MZ2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2372!SPC NY E     -   1.00000009  x   0.99995685  =   0.99995694
 MZ2372!UTM  18      -   1.00000009  x   0.99974555  =   0.99974564
 MZ2372
 MZ2372                          SUPERSEDED SURVEY CONTROL
 MZ2372
 MZ2372  NAD 83(1996)-  42 55 48.57915(N)    073 40 01.34054(W) AD(       ) 2
 MZ2372  NAD 83(1996)-  42 55 48.57953(N)    073 40 01.34066(W) AD(       ) 2
 MZ2372  NAD 83(1992)-  42 55 48.58006(N)    073 40 01.34037(W) AD(       ) 2
 MZ2372  NAD 83(1992)-  42 55 48.58032(N)    073 40 01.34049(W) AD(       ) 2
 MZ2372  NAD 83(1986)-  42 55 48.58095(N)    073 40 01.33937(W) AD(       ) 2
 MZ2372  NAD 27      -  42 55 48.30661(N)    073 40 02.91999(W) AD(       ) 2
 MZ2372  NGVD 29 (07/19/86)   30.7    (m)          101.     (f) VERT ANG       
 MZ2372
 MZ2372.Superseded values are not recommended for survey control.
 MZ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2372.See file dsdata.txt to determine how the superseded data were derived.
 MZ2372
 MZ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0877153921(NAD 83)
 MZ2372_MARKER: DE = TRAVERSE STATION DISK
 MZ2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2372_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2372+STABILITY: SURFACE MOTION
 MZ2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2372+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 MZ2372
 MZ2372  HISTORY     - Date     Condition        Report By
 MZ2372  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2372  HISTORY     - 19981119 GOOD             USPSQD
 MZ2372  HISTORY     - 20020812 GOOD             USPSQD
 MZ2372  HISTORY     - 20030816 GOOD             USPSQD
 MZ2372  HISTORY     - 20040816 GOOD             USPSQD
 MZ2372  HISTORY     - 20050816 GOOD             USPSQD
 MZ2372  HISTORY     - 20050824 GOOD             USPSQD
 MZ2372
 MZ2372                          STATION DESCRIPTION
 MZ2372
 MZ2372'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2372'THE STATION IS LOCATED 1.0 MILES SOUTHWEST OF THE VILLAGE OF
 MZ2372'STILLWATER AND 1.9 MILES NORTHEAST OF THE CITY OF MECHANICVILLE.
 MZ2372'
 MZ2372'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2372'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2372'STILLWATER, GO SOUTHWEST ON US HIGHWAY 4 FOR 1.05 MILES TO A
 MZ2372'T-INTERSECTION ON RIGHT AND STATION ON LEFT.
 MZ2372'
 MZ2372'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2372'SURVEY STAMPED CQAD.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2372'CONCRETE MONUMENT THAT IS 0.15 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2372'60.3 FEET EAST OF AN 8-INCH MAPLE, 55.9 FEET EAST OF A FIRE HYDRANT,
 MZ2372'40.4 FEET SOUTHEAST OF POLE 179 E-52 NYSEG 60A NYT 89, 17.9 FEET EAST
 MZ2372'OF THE CENTERLINE OF US HIGHWAY 4, AND 10.8 FEET SOUTH OF THE MOST
 MZ2372'WESTERLY FENCE POST OF AN OLD FENCE LINE.
 MZ2372
 MZ2372                          STATION RECOVERY (1998)
 MZ2372
 MZ2372'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ2372'RECOVERED IN GOOD CONDITION.
 MZ2372
 MZ2372                          STATION RECOVERY (2002)
 MZ2372
 MZ2372'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2372'RECOVERED IN GOOD CONDITION.
 MZ2372
 MZ2372                          STATION RECOVERY (2003)
 MZ2372
 MZ2372'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2372'RECOVERED IN GOOD CONDITION.
 MZ2372
 MZ2372                          STATION RECOVERY (2004)
 MZ2372
 MZ2372'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2372'RECOVERED IN GOOD CONDITION.
 MZ2372
 MZ2372                          STATION RECOVERY (2005)
 MZ2372
 MZ2372'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2372'RECOVERED IN GOOD CONDITION.
 MZ2372
 MZ2372                          STATION RECOVERY (2005)
 MZ2372
 MZ2372'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2371 ***********************************************************************
 MZ2371  DESIGNATION -  CQAE
 MZ2371  PID         -  MZ2371
 MZ2371  STATE/COUNTY-  NY/SARATOGA
 MZ2371  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2371
 MZ2371                         *CURRENT SURVEY CONTROL
 MZ2371  ___________________________________________________________________
 MZ2371* NAD 83(1996)-  42 55 43.22589(N)    073 40 07.42140(W)     ADJUSTED  
 MZ2371* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 MZ2371  ___________________________________________________________________
 MZ2371  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 MZ2371  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 MZ2371
 MZ2371  HORZ ORDER  -  SECOND
 MZ2371
 MZ2371.The horizontal coordinates were established by classical geodetic methods
 MZ2371.and adjusted by the National Geodetic Survey in January 1999..
 MZ2371
 MZ2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2371
 MZ2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2371
 MZ2371.The geoid height was determined by GEOID03.
 MZ2371
 MZ2371;                    North         East     Units Scale Factor Converg.
 MZ2371;SPC NY E     -   455,084.233   217,854.451   MT  0.99995662   +0 33 58.3
 MZ2371;SPC NY E     - 1,493,055.52    714,744.14   sFT  0.99995662   +0 33 58.3
 MZ2371;UTM  18      - 4,753,753.868   608,635.925   MT  0.99974519   +0 54 24.5
 MZ2371
 MZ2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2371!SPC NY E     -   0.99999988  x   0.99995662  =   0.99995650
 MZ2371!UTM  18      -   0.99999988  x   0.99974519  =   0.99974507
 MZ2371
 MZ2371                          SUPERSEDED SURVEY CONTROL
 MZ2371
 MZ2371  NAD 83(1996)-  42 55 43.22840(N)    073 40 07.42248(W) AD(       ) 2
 MZ2371  NAD 83(1996)-  42 55 43.22877(N)    073 40 07.42260(W) AD(       ) 2
 MZ2371  NAD 83(1992)-  42 55 43.22931(N)    073 40 07.42231(W) AD(       ) 2
 MZ2371  NAD 83(1992)-  42 55 43.22957(N)    073 40 07.42243(W) AD(       ) 2
 MZ2371  NAD 83(1986)-  42 55 43.23018(N)    073 40 07.42132(W) AD(       ) 2
 MZ2371  NAD 27      -  42 55 42.95580(N)    073 40 09.00175(W) AD(       ) 2
 MZ2371  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG       
 MZ2371
 MZ2371.Superseded values are not recommended for survey control.
 MZ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2371.See file dsdata.txt to determine how the superseded data were derived.
 MZ2371
 MZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0863653754(NAD 83)
 MZ2371_MARKER: DE = TRAVERSE STATION DISK
 MZ2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2371_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2371+STABILITY: SURFACE MOTION
 MZ2371
 MZ2371  HISTORY     - Date     Condition        Report By
 MZ2371  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2371  HISTORY     - 20020814 MARK NOT FOUND   USPSQD
 MZ2371  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 MZ2371  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2371  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 MZ2371
 MZ2371                          STATION DESCRIPTION
 MZ2371
 MZ2371'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2371'THE STATION IS LOCATED 1.15 MILES SOUTHWEST OF THE VILLAGE OF
 MZ2371'STILLWATER AND 1.7 MILES NORTHEAST OF THE CITY OF MECHANICVILLE.
 MZ2371'
 MZ2371'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2371'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2371'STILLWATER, GO SOUTHWEST ON US HIGHWAY 4 FOR 1.2 MILES AND STATION
 MZ2371'ON RIGHT.
 MZ2371'
 MZ2371'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2371'SURVEY STAMPED CQAE.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2371'CONCRETE MONUMENT THAT IS 0.2 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2371'79.1 FEET NORTHEAST OF A FIRE HYDRANT, 57.8 FEET SOUTHWEST OF POLE
 MZ2371'NYSEG 47-1, 29.5 FEET SOUTHWEST OF POLE E47 NYT 84, 16.0 FEET
 MZ2371'NORTHWEST OF THE CENTERLINE OF US HIGHWAY 4, AND 8.3 FEET SOUTHEAST OF
 MZ2371'A 24-INCH MAPLE.
 MZ2371
 MZ2371                          STATION RECOVERY (2002)
 MZ2371
 MZ2371'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2371'MARK NOT FOUND.
 MZ2371
 MZ2371                          STATION RECOVERY (2003)
 MZ2371
 MZ2371'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2371'MARK NOT FOUND.
 MZ2371
 MZ2371                          STATION RECOVERY (2004)
 MZ2371
 MZ2371'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2371'MARK NOT FOUND.
 MZ2371
 MZ2371                          STATION RECOVERY (2005)
 MZ2371
 MZ2371'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2370 ***********************************************************************
 MZ2370  DESIGNATION -  CQAF
 MZ2370  PID         -  MZ2370
 MZ2370  STATE/COUNTY-  NY/SARATOGA
 MZ2370  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2370
 MZ2370                         *CURRENT SURVEY CONTROL
 MZ2370  ___________________________________________________________________
 MZ2370* NAD 83(1996)-  42 55 37.54670(N)    073 40 11.27618(W)     ADJUSTED  
 MZ2370* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 MZ2370  ___________________________________________________________________
 MZ2370  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MZ2370  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 MZ2370
 MZ2370  HORZ ORDER  -  SECOND
 MZ2370
 MZ2370.The horizontal coordinates were established by classical geodetic methods
 MZ2370.and adjusted by the National Geodetic Survey in January 1999..
 MZ2370
 MZ2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2370
 MZ2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2370
 MZ2370.The geoid height was determined by GEOID03.
 MZ2370
 MZ2370;                    North         East     Units Scale Factor Converg.
 MZ2370;SPC NY E     -   454,908.133   217,768.776   MT  0.99995648   +0 33 55.6
 MZ2370;SPC NY E     - 1,492,477.77    714,463.06   sFT  0.99995648   +0 33 55.6
 MZ2370;UTM  18      - 4,753,577.299   608,551.316   MT  0.99974496   +0 54 21.8
 MZ2370
 MZ2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2370!SPC NY E     -   0.99999956  x   0.99995648  =   0.99995604
 MZ2370!UTM  18      -   0.99999956  x   0.99974496  =   0.99974452
 MZ2370
 MZ2370                          SUPERSEDED SURVEY CONTROL
 MZ2370
 MZ2370  NAD 83(1996)-  42 55 37.54921(N)    073 40 11.27726(W) AD(       ) 2
 MZ2370  NAD 83(1996)-  42 55 37.54959(N)    073 40 11.27737(W) AD(       ) 2
 MZ2370  NAD 83(1992)-  42 55 37.55012(N)    073 40 11.27708(W) AD(       ) 2
 MZ2370  NAD 83(1992)-  42 55 37.55038(N)    073 40 11.27720(W) AD(       ) 2
 MZ2370  NAD 83(1986)-  42 55 37.55098(N)    073 40 11.27611(W) AD(       ) 2
 MZ2370  NAD 27      -  42 55 37.27655(N)    073 40 12.85642(W) AD(       ) 2
 MZ2370  NGVD 29 (07/19/86)   34.1    (m)          112.     (f) VERT ANG       
 MZ2370
 MZ2370.Superseded values are not recommended for survey control.
 MZ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2370.See file dsdata.txt to determine how the superseded data were derived.
 MZ2370
 MZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0855153577(NAD 83)
 MZ2370_MARKER: DE = TRAVERSE STATION DISK
 MZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2370_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2370+STABILITY: SURFACE MOTION
 MZ2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2370+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2003
 MZ2370
 MZ2370  HISTORY     - Date     Condition        Report By
 MZ2370  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2370  HISTORY     - 20020814 GOOD             USPSQD
 MZ2370  HISTORY     - 20030816 GOOD             USPSQD
 MZ2370  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2370  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 MZ2370
 MZ2370                          STATION DESCRIPTION
 MZ2370
 MZ2370'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2370'THE STATION IS LOCATED 1.25 MILES SOUTHWEST OF THE VILLAGE OF
 MZ2370'STILLWATER AND 1.6 MILES NORTHEAST OF THE CITY OF MECHANICVILLE.
 MZ2370'
 MZ2370'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2370'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2370'STILLWATER, GO SOUTHWEST ON US HIGHWAY 4 FOR 1.3 MILES AND STATION
 MZ2370'ON RIGHT
 MZ2370'
 MZ2370'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2370'SURVEY STAMPED CQAF.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2370'CONCRETE MONUMENT THAT IS 0.2 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2370'23.6 FEET SOUTH OF A TWO STORY BUILDING-134, 18.3 FEET WEST OF THE
 MZ2370'CENTERLINE OF US HIGHWAY 4, 5.2 FEET EAST OF A POST, AND 1.2 FEET
 MZ2370'SOUTHWEST OF POLE NYSEG 29 42 NYT 79.
 MZ2370
 MZ2370                          STATION RECOVERY (2002)
 MZ2370
 MZ2370'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2370'FIVE FEET 8 INCHES SW OF NEW POLE.
 MZ2370
 MZ2370                          STATION RECOVERY (2003)
 MZ2370
 MZ2370'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2370'RECOVERED IN GOOD CONDITION.
 MZ2370
 MZ2370                          STATION RECOVERY (2004)
 MZ2370
 MZ2370'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2370'MARK NOT FOUND.
 MZ2370
 MZ2370                          STATION RECOVERY (2005)
 MZ2370
 MZ2370'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2385 ***********************************************************************
 MZ2385  DESIGNATION -  CQAG
 MZ2385  PID         -  MZ2385
 MZ2385  STATE/COUNTY-  NY/SARATOGA
 MZ2385  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2385
 MZ2385                         *CURRENT SURVEY CONTROL
 MZ2385  ___________________________________________________________________
 MZ2385* NAD 83(1996)-  42 55 31.57210(N)    073 40 15.17812(W)     ADJUSTED  
 MZ2385* NAVD 88     -        32.0    (meters)     105.     (feet)  VERTCON   
 MZ2385  ___________________________________________________________________
 MZ2385  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MZ2385  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 MZ2385
 MZ2385  HORZ ORDER  -  SECOND
 MZ2385
 MZ2385.The horizontal coordinates were established by classical geodetic methods
 MZ2385.and adjusted by the National Geodetic Survey in January 1999..
 MZ2385
 MZ2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2385
 MZ2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2385
 MZ2385.The geoid height was determined by GEOID03.
 MZ2385
 MZ2385;                    North         East     Units Scale Factor Converg.
 MZ2385;SPC NY E     -   454,722.909   217,682.117   MT  0.99995634   +0 33 52.9
 MZ2385;SPC NY E     - 1,491,870.08    714,178.75   sFT  0.99995634   +0 33 52.9
 MZ2385;UTM  18      - 4,753,391.603   608,465.777   MT  0.99974473   +0 54 19.0
 MZ2385
 MZ2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2385!SPC NY E     -   0.99999985  x   0.99995634  =   0.99995619
 MZ2385!UTM  18      -   0.99999985  x   0.99974473  =   0.99974458
 MZ2385
 MZ2385                          SUPERSEDED SURVEY CONTROL
 MZ2385
 MZ2385  NAD 83(1996)-  42 55 31.57462(N)    073 40 15.17918(W) AD(       ) 2
 MZ2385  NAD 83(1996)-  42 55 31.57500(N)    073 40 15.17930(W) AD(       ) 2
 MZ2385  NAD 83(1992)-  42 55 31.57553(N)    073 40 15.17900(W) AD(       ) 2
 MZ2385  NAD 83(1992)-  42 55 31.57579(N)    073 40 15.17911(W) AD(       ) 2
 MZ2385  NAD 83(1986)-  42 55 31.57638(N)    073 40 15.17804(W) AD(       ) 2
 MZ2385  NAD 27      -  42 55 31.30191(N)    073 40 16.75824(W) AD(       ) 2
 MZ2385  NGVD 29 (07/19/86)   32.2    (m)          106.     (f) VERT ANG       
 MZ2385
 MZ2385.Superseded values are not recommended for survey control.
 MZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2385.See file dsdata.txt to determine how the superseded data were derived.
 MZ2385
 MZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0846653392(NAD 83)
 MZ2385_MARKER: DE = TRAVERSE STATION DISK
 MZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2385_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2385+STABILITY: SURFACE MOTION
 MZ2385
 MZ2385  HISTORY     - Date     Condition        Report By
 MZ2385  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2385  HISTORY     - 20020814 MARK NOT FOUND   USPSQD
 MZ2385  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 MZ2385  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2385  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 MZ2385
 MZ2385                          STATION DESCRIPTION
 MZ2385
 MZ2385'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2385'THE STATION IS LOCATED 1.4 MILES SOUTHWEST OF THE VILLAGE OF
 MZ2385'STILLWATER AND 1.5 MILES NORTHEAST OF THE CITY OF MECHANICVILLE.
 MZ2385'
 MZ2385'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2385'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, IN THE VILLAGE OF
 MZ2385'STILLWATER, GO SOUTHWEST ON US HIGHWAY 4 FOR 1.45 MILES AND STATION
 MZ2385'ON RIGHT.
 MZ2385'
 MZ2385'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2385'SURVEY STAMPED CQAG.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2385'CONCRETE MONUMENT THAT IS 0.2 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2385'98.8 FEET NORTHEAST OF POLE 36 NYT 73, 56.8 FEET SOUTH OF POLE NYT 74
 MZ2385'NYSEG E-37, 40.6 FEET EAST OF A 30-INCH ELM, 16.9 FEET WEST OF THE
 MZ2385'CENTERLINE OF US HIGHWAY 4, AND 3.3 FEET NORTH OF A POST.
 MZ2385
 MZ2385                          STATION RECOVERY (2002)
 MZ2385
 MZ2385'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2385'MARK NOT FOUND.
 MZ2385
 MZ2385                          STATION RECOVERY (2003)
 MZ2385
 MZ2385'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2385'MARK NOT FOUND.
 MZ2385
 MZ2385                          STATION RECOVERY (2004)
 MZ2385
 MZ2385'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2385'MARK NOT FOUND.
 MZ2385
 MZ2385                          STATION RECOVERY (2005)
 MZ2385
 MZ2385'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2384 ***********************************************************************
 MZ2384  DESIGNATION -  CQAH
 MZ2384  PID         -  MZ2384
 MZ2384  STATE/COUNTY-  NY/SARATOGA
 MZ2384  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2384
 MZ2384                         *CURRENT SURVEY CONTROL
 MZ2384  ___________________________________________________________________
 MZ2384* NAD 83(1996)-  42 55 23.71388(N)    073 40 17.68182(W)     ADJUSTED  
 MZ2384* NAVD 88     -        34.5    (meters)     113.     (feet)  VERTCON   
 MZ2384  ___________________________________________________________________
 MZ2384  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MZ2384  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 MZ2384
 MZ2384  HORZ ORDER  -  SECOND
 MZ2384
 MZ2384.The horizontal coordinates were established by classical geodetic methods
 MZ2384.and adjusted by the National Geodetic Survey in January 1999..
 MZ2384
 MZ2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2384
 MZ2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2384
 MZ2384.The geoid height was determined by GEOID03.
 MZ2384
 MZ2384;                    North         East     Units Scale Factor Converg.
 MZ2384;SPC NY E     -   454,479.878   217,627.732   MT  0.99995625   +0 33 51.1
 MZ2384;SPC NY E     - 1,491,072.73    714,000.32   sFT  0.99995625   +0 33 51.1
 MZ2384;UTM  18      - 4,753,148.304   608,412.849   MT  0.99974459   +0 54 17.2
 MZ2384
 MZ2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2384!SPC NY E     -   0.99999946  x   0.99995625  =   0.99995571
 MZ2384!UTM  18      -   0.99999946  x   0.99974459  =   0.99974405
 MZ2384
 MZ2384                          SUPERSEDED SURVEY CONTROL
 MZ2384
 MZ2384  NAD 83(1996)-  42 55 23.71640(N)    073 40 17.68287(W) AD(       ) 2
 MZ2384  NAD 83(1996)-  42 55 23.71678(N)    073 40 17.68299(W) AD(       ) 2
 MZ2384  NAD 83(1992)-  42 55 23.71730(N)    073 40 17.68268(W) AD(       ) 2
 MZ2384  NAD 83(1992)-  42 55 23.71757(N)    073 40 17.68279(W) AD(       ) 2
 MZ2384  NAD 83(1986)-  42 55 23.71815(N)    073 40 17.68173(W) AD(       ) 2
 MZ2384  NAD 27      -  42 55 23.44361(N)    073 40 19.26188(W) AD(       ) 2
 MZ2384  NGVD 29 (07/19/86)   34.7    (m)          114.     (f) VERT ANG       
 MZ2384
 MZ2384.Superseded values are not recommended for survey control.
 MZ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2384.See file dsdata.txt to determine how the superseded data were derived.
 MZ2384
 MZ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0841353148(NAD 83)
 MZ2384_MARKER: DE = TRAVERSE STATION DISK
 MZ2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2384_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2384+STABILITY: SURFACE MOTION
 MZ2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2384+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 MZ2384
 MZ2384  HISTORY     - Date     Condition        Report By
 MZ2384  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2384  HISTORY     - 20020812 GOOD             USPSQD
 MZ2384  HISTORY     - 20030816 POOR             USPSQD
 MZ2384  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MZ2384  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 MZ2384
 MZ2384                          STATION DESCRIPTION
 MZ2384
 MZ2384'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2384'THE STATION IS LOCATED 1.3 MILES NORTHEAST OF THE CITY OF
 MZ2384'MECHANICVILLE AND 1.5 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2384'
 MZ2384'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2384'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2384'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2384'4 FOR 1.30 MILES TO STATION ON RIGHT.
 MZ2384'
 MZ2384'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2384'SURVEY STAMPED CQAH.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2384'CONCRETE MONUMENT THAT IS 0.1 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2384'101.2 FEET NORTHEAST OF A POLE, 55.7 FEET SOUTHWEST OF AN 8-INCH
 MZ2384'MAPLE, 39.6 FEET SOUTHEAST OF POLE 60A NYSEG 295, 18.8 FEET EAST OF
 MZ2384'THE CENTERLINE OF US HIGHWAY 4, AND 17.6 FEET SOUTHWEST OF A POLE.
 MZ2384
 MZ2384                          STATION RECOVERY (2002)
 MZ2384
 MZ2384'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2384'RECOVERED IN GOOD CONDITION.
 MZ2384
 MZ2384                          STATION RECOVERY (2003)
 MZ2384
 MZ2384'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2384'MACADAM DRIVEWAY WIDENED AND MARK COVERED.  RESPONDED TO METAL
 MZ2384'DETECTOR AT EXACT LOCATION VIEWED LAST YEAR.
 MZ2384
 MZ2384                          STATION RECOVERY (2004)
 MZ2384
 MZ2384'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2384'MARK NOT FOUND.
 MZ2384
 MZ2384                          STATION RECOVERY (2005)
 MZ2384
 MZ2384'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2383 ***********************************************************************
 MZ2383  DESIGNATION -  CQAJ
 MZ2383  PID         -  MZ2383
 MZ2383  STATE/COUNTY-  NY/SARATOGA
 MZ2383  USGS QUAD   -  MECHANICVILLE (1980)
 MZ2383
 MZ2383                         *CURRENT SURVEY CONTROL
 MZ2383  ___________________________________________________________________
 MZ2383* NAD 83(1996)-  42 55 14.46984(N)    073 40 23.65908(W)     ADJUSTED  
 MZ2383* NAVD 88     -        26.8    (meters)      88.     (feet)  VERTCON   
 MZ2383  ___________________________________________________________________
 MZ2383  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 MZ2383  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 MZ2383
 MZ2383  HORZ ORDER  -  SECOND
 MZ2383
 MZ2383.The horizontal coordinates were established by classical geodetic methods
 MZ2383.and adjusted by the National Geodetic Survey in January 1999..
 MZ2383
 MZ2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2383
 MZ2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2383
 MZ2383.The geoid height was determined by GEOID03.
 MZ2383
 MZ2383;                    North         East     Units Scale Factor Converg.
 MZ2383;SPC NY E     -   454,193.312   217,494.992   MT  0.99995603   +0 33 46.9
 MZ2383;SPC NY E     - 1,490,132.56    713,564.82   sFT  0.99995603   +0 33 46.9
 MZ2383;UTM  18      - 4,752,861.015   608,281.843   MT  0.99974424   +0 54 12.9
 MZ2383
 MZ2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2383!SPC NY E     -   1.00000067  x   0.99995603  =   0.99995670
 MZ2383!UTM  18      -   1.00000067  x   0.99974424  =   0.99974491
 MZ2383
 MZ2383|---------------------------------------------------------------------|
 MZ2383| PID    Reference Object                     Distance      Geod. Az  |
 MZ2383|                                                           dddmmss.s |
 MZ2383| MZ2384 CQAH                                315.830 METERS 02525     |
 MZ2383| MZ2382 BYAJ                                427.687 METERS 2224126.5 |
 MZ2383|---------------------------------------------------------------------|
 MZ2383
 MZ2383                          SUPERSEDED SURVEY CONTROL
 MZ2383
 MZ2383  NAD 83(1996)-  42 55 14.47236(N)    073 40 23.66012(W) AD(       ) 2
 MZ2383  NAD 83(1996)-  42 55 14.47275(N)    073 40 23.66023(W) AD(       ) 2
 MZ2383  NAD 83(1992)-  42 55 14.47326(N)    073 40 23.65992(W) AD(       ) 2
 MZ2383  NAD 83(1992)-  42 55 14.47353(N)    073 40 23.66003(W) AD(       ) 2
 MZ2383  NAD 83(1986)-  42 55 14.47410(N)    073 40 23.65898(W) AD(       ) 2
 MZ2383  NAD 27      -  42 55 14.19949(N)    073 40 25.23897(W) AD(       ) 2
 MZ2383  NGVD 29 (07/19/86)   27.0    (m)           89.     (f) VERT ANG       
 MZ2383
 MZ2383.Superseded values are not recommended for survey control.
 MZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2383.See file dsdata.txt to determine how the superseded data were derived.
 MZ2383
 MZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0828252861(NAD 83)
 MZ2383_MARKER: DE = TRAVERSE STATION DISK
 MZ2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2383_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2383+STABILITY: SURFACE MOTION
 MZ2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ2383+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 MZ2383
 MZ2383  HISTORY     - Date     Condition        Report By
 MZ2383  HISTORY     - 1976     MONUMENTED       NY-091
 MZ2383  HISTORY     - 20020812 GOOD             USPSQD
 MZ2383  HISTORY     - 20030816 GOOD             USPSQD
 MZ2383  HISTORY     - 20040816 GOOD             USPSQD
 MZ2383  HISTORY     - 20050816 GOOD             USPSQD
 MZ2383  HISTORY     - 20060825 GOOD             USPSQD
 MZ2383
 MZ2383                          STATION DESCRIPTION
 MZ2383
 MZ2383'DESCRIBED BY SARATOGA COUNTY NEW YORK 1976 (JGG)
 MZ2383'THE STATION IS LOCATED 1.1 MILES NORTHEAST OF THE CITY OF
 MZ2383'MECHANICVILLE AND 1.7 MILES SOUTHWEST OF THE VILLAGE OF STILLWATER.
 MZ2383'
 MZ2383'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 4 AND NY
 MZ2383'STATE HIGHWAY 32 WITH NY STATE HIGHWAY 67, GO EAST ON US HIGHWAY 4 FOR
 MZ2383'0.15 MILES TO A CROSSROADS, TURN LEFT AND CONTINUE NORTH ON US HIGHWAY
 MZ2383'4 FOR 1.05 MILES TO STATION ON RIGHT.
 MZ2383'
 MZ2383'THE STATION MARK IS A STANDARD DISK OF THE SARATOGA COUNTY GEODETIC
 MZ2383'SURVEY STAMPED CQAJ.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MZ2383'CONCRETE MONUMENT THAT IS 0.1 FEET BELOW THE GROUND.  IT IS LOCATED
 MZ2383'75.2 FEET NORTHEAST OF THE SOUTHWESTERLY MOST GUARD RAIL, 54.9 FEET
 MZ2383'SOUTHEAST OF POLE NYSEG 23 000 NYT 60, 52.0 FEET NORTH OF A 10-INCH
 MZ2383'ELM, 37.0 FEET SOUTHWEST OF POLE E-235, AND 18.2 FEET EAST OF THE
 MZ2383'CENTERLINE OF US HIGHWAY 4.
 MZ2383
 MZ2383                          STATION RECOVERY (2002)
 MZ2383
 MZ2383'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 MZ2383'RECOVERED IN GOOD CONDITION.
 MZ2383
 MZ2383                          STATION RECOVERY (2003)
 MZ2383
 MZ2383'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ2383'RECOVERED IN GOOD CONDITION.
 MZ2383
 MZ2383                          STATION RECOVERY (2004)
 MZ2383
 MZ2383'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2383'RECOVERED IN GOOD CONDITION.
 MZ2383
 MZ2383                          STATION RECOVERY (2005)
 MZ2383
 MZ2383'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2383'RECOVERED IN GOOD CONDITION.
 MZ2383
 MZ2383                          STATION RECOVERY (2006)
 MZ2383
 MZ2383'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0434 ***********************************************************************
 OF0434  DESIGNATION -  CR 44
 OF0434  PID         -  OF0434
 OF0434  STATE/COUNTY-  NY/OSWEGO
 OF0434  USGS QUAD   -  TEXAS (1980)
 OF0434
 OF0434                         *CURRENT SURVEY CONTROL
 OF0434  ___________________________________________________________________
 OF0434* NAD 83(1986)-  43 30 04.     (N)    076 20 08.     (W)     SCALED    
 OF0434* NAVD 88     -        91.480  (meters)     300.13   (feet)  ADJUSTED  
 OF0434  ___________________________________________________________________
 OF0434  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OF0434  DYNAMIC HT  -          91.461 (meters)     300.07  (feet)  COMP
 OF0434  MODELED GRAV-     980,409.2   (mgal)                       NAVD 88
 OF0434
 OF0434  VERT ORDER  -  FIRST     CLASS II
 OF0434
 OF0434.The horizontal coordinates were scaled from a topographic map and have
 OF0434.an estimated accuracy of +/- 6 seconds.
 OF0434
 OF0434.The orthometric height was determined by differential leveling
 OF0434.and adjusted by the National Geodetic Survey in June 1991..
 OF0434
 OF0434.The geoid height was determined by GEOID03.
 OF0434
 OF0434.The dynamic height is computed by dividing the NAVD 88
 OF0434.geopotential number by the normal gravity value computed on the
 OF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0434.degrees latitude (g = 980.6199 gals.).
 OF0434
 OF0434.The modeled gravity was interpolated from observed gravity values.
 OF0434
 OF0434;                    North         East    Units  Estimated Accuracy
 OF0434;SPC NY C     -   388,870.      270,040.      MT  (+/- 180 meters Scaled)
 OF0434
 OF0434                          SUPERSEDED SURVEY CONTROL
 OF0434
 OF0434  NGVD 29 (??/??/92)   91.68   (m)          300.8    (f) COMPUTED    1 2
 OF0434
 OF0434.Superseded values are not recommended for survey control.
 OF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0434.See file dsdata.txt to determine how the superseded data were derived.
 OF0434
 OF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP920173(NAD 83)
 OF0434_MARKER: Q = CHISELED SQUARE
 OF0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0434_SP_SET: CULVERT
 OF0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0434
 OF0434  HISTORY     - Date     Condition        Report By
 OF0434  HISTORY     - UNK      MONUMENTED       USLS
 OF0434  HISTORY     - 1968     GOOD             NGS
 OF0434  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0434
 OF0434                          STATION DESCRIPTION
 OF0434
 OF0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0434'9 MI NE FROM OSWEGO.
 OF0434'CR 44 IS IN OSWEGO COUNTY, NEW YORK, ABOUT 9 MILES NORTHEAST OF
 OF0434'OSWEGO, 2.8 MILES NORTHEAST OF NORTH SCRIBA, AT INTERSECTION OF
 OF0434'NORTH ROAD (COUNTY ROAD NO. 1) AND COUNTY ROAD 44, 31.7 FEET NORTH
 OF0434'OF CENTERLINE OF NORTH ROAD, 26.2 FEET WEST OF CENTERLINE OF COUNTY
 OF0434'ROAD 44, 2 FEET BELOW THE ROAD SURFACE, BEING HIGHEST POINT IN A
 OF0434'2-1/2 INCH SQUARE FORMED BY TWO CUT LINES AND THE SOUTHWEST CORNER
 OF0434'OF A CONCRETE CULVERT.
 OF0434
 OF0434                          STATION RECOVERY (2001)
 OF0434
 OF0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2323 ***********************************************************************
 MZ2323  DESIGNATION -  CRA
 MZ2323  PID         -  MZ2323
 MZ2323  STATE/COUNTY-  NY/SARATOGA
 MZ2323  USGS QUAD   -  TROY NORTH (1980)
 MZ2323
 MZ2323                         *CURRENT SURVEY CONTROL
 MZ2323  ___________________________________________________________________
 MZ2323* NAD 83(1996)-  42 49 22.44990(N)    073 43 56.77882(W)     ADJUSTED  
 MZ2323* NAVD 88     -        62.7    (meters)     206.     (feet)  VERTCON   
 MZ2323  ___________________________________________________________________
 MZ2323  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 MZ2323  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 MZ2323
 MZ2323  HORZ ORDER  -  SECOND
 MZ2323
 MZ2323.The horizontal coordinates were established by classical geodetic methods
 MZ2323.and adjusted by the National Geodetic Survey in January 1999..
 MZ2323
 MZ2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2323
 MZ2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2323
 MZ2323.The geoid height was determined by GEOID03.
 MZ2323
 MZ2323;                    North         East     Units Scale Factor Converg.
 MZ2323;SPC NY E     -   443,285.759   212,761.022   MT  0.99994844   +0 31 18.3
 MZ2323;SPC NY E     - 1,454,346.69    698,033.45   sFT  0.99994844   +0 31 18.3
 MZ2323;UTM  18      - 4,741,927.883   603,613.728   MT  0.99973208   +0 51 42.1
 MZ2323
 MZ2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2323!SPC NY E     -   0.99999507  x   0.99994844  =   0.99994351
 MZ2323!UTM  18      -   0.99999507  x   0.99973208  =   0.99972715
 MZ2323
 MZ2323:                Primary Azimuth Mark                     Grid Az
 MZ2323:SPC NY E     -  TROY TV STATION WAST MAST                115 15 06.8
 MZ2323:UTM  18      -  TROY TV STATION WAST MAST                114 54 43.0
 MZ2323
 MZ2323|---------------------------------------------------------------------|
 MZ2323| PID    Reference Object                     Distance      Geod. Az  |
 MZ2323|                                                           dddmmss.s |
 MZ2323| MZ2329 TROY TV STATION WAST MAST           APPROX. 9.5 KM 1154625.1 |
 MZ2323| MZ2324 CRA A                                 8.931 METERS 15936     |
 MZ2323| DA2463 CRA 1                                              3404254.2 |
 MZ2323|---------------------------------------------------------------------|
 MZ2323
 MZ2323                          SUPERSEDED SURVEY CONTROL
 MZ2323
 MZ2323  NAD 83(1996)-  42 49 22.45236(N)    073 43 56.77966(W) AD(       ) 2
 MZ2323  NAD 83(1996)-  42 49 22.45279(N)    073 43 56.77966(W) AD(       ) 2
 MZ2323  NAD 83(1992)-  42 49 22.45319(N)    073 43 56.77938(W) AD(       ) 2
 MZ2323  NAD 83(1992)-  42 49 22.45347(N)    073 43 56.77944(W) AD(       ) 2
 MZ2323  NAD 83(1986)-  42 49 22.45391(N)    073 43 56.77861(W) AD(       ) 2
 MZ2323  NAD 27      -  42 49 22.17595(N)    073 43 58.35177(W) AD(       ) 2
 MZ2323  NGVD 29 (07/19/86)   62.9    (m)          206.     (f) VERT ANG       
 MZ2323
 MZ2323.Superseded values are not recommended for survey control.
 MZ2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2323.See file dsdata.txt to determine how the superseded data were derived.
 MZ2323
 MZ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0361441928(NAD 83)
 MZ2323_MARKER: DD = SURVEY DISK
 MZ2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2323_STAMPING: CRA
 MZ2323_MARK LOGO: NY-091
 MZ2323_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2323+STABILITY: SURFACE MOTION
 MZ2323
 MZ2323  HISTORY     - Date     Condition        Report By
 MZ2323  HISTORY     - 1973     MONUMENTED       NY-091
 MZ2323  HISTORY     - 19960314 GOOD             NYDT
 MZ2323  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 MZ2323  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 MZ2323  HISTORY     - 20050720 MARK NOT FOUND   USPSQD
 MZ2323
 MZ2323                          STATION DESCRIPTION
 MZ2323
 MZ2323'DESCRIBED BY SARATOGA COUNTY NEW YORK 1973 (JGG)
 MZ2323'THE STATION IS LOCATED 0.10 MILE SOUTHEAST OF CRESCENT, 0.80
 MZ2323'MILE SOUTHWEST OF HALFMOON, AND 3.5 MILES SOUTHEAST OF CLIFTON
 MZ2323'PARK IN THE TOWNSHIP OF HALFMOON.
 MZ2323'
 MZ2323'THE STATION IS LOCATED AT THE NORTH END OF THE U.S. HIGHWAY 9
 MZ2323'BRIDGE OVER THE MOHAWK RIVER.
 MZ2323'
 MZ2323'TO REACH AZIMUTH MARK, CRA-1 (SACGS), FROM THE STATION GO NORTH
 MZ2323'ON U.S. HIGHWAY 9 FOR 0.35 MILE TO MARK ON RIGHT.
 MZ2323'
 MZ2323'THE STATION MARK IS A STANDARD DISK OF SARATOGA COUNTY GEODETIC
 MZ2323'SURVEY STAMPED CRA.  THE SURFACE MARK IS SET IN THE TOP OF A
 MZ2323'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MZ2323'GROUND.  IT IS LOCATED BETWEEN THE NORTHBOUND AND SOUTHBOUND
 MZ2323'LANES OF U.S. HIGHWAY 9, 31.5 FEET NORTH OF THE FACE OF A
 MZ2323'CONCRETE WALL AND 0.6 FOOT NORTH OF THE END OF A CONCRETE SLAB.
 MZ2323'
 MZ2323'AZIMUTH MARK, CRA-1 (SACGS),IS A STANDARD DISK OF SARATOGA
 MZ2323'COUNTY GEODETIC SURVEY STAMPED CRA-1.  IT IS SET IN THE TOP OF
 MZ2323'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.4 FOOT BELOW
 MZ2323'THE GROUND.  IT IS LOCATED 47.6 FEET SOUTHEAST OF AN 18-INCH MAPLE
 MZ2323'TREE, 37.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 4.8
 MZ2323'FEET NORTHWEST OF POLE NM 408/1 ALL ON THE NORTHEAST SIDE OF
 MZ2323'U.S.  HIGHWAY 9, AND 25.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 MZ2323'NORTHBOUND LANES OF U.S. HIGHWAY 9.
 MZ2323'
 MZ2323'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 MZ2323
 MZ2323                          STATION RECOVERY (1996)
 MZ2323
 MZ2323'RECOVERY NOTE BY NY DEPT OF TRANSP 1996
 MZ2323'RECOVERED AS DESCRIBED.
 MZ2323
 MZ2323                          STATION RECOVERY (1996)
 MZ2323
 MZ2323'RECOVERY NOTE BY US POWER SQUADRON 1996
 MZ2323'MARK NOT FOUND.
 MZ2323
 MZ2323                          STATION RECOVERY (2004)
 MZ2323
 MZ2323'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ2323'MARK NOT FOUND.
 MZ2323
 MZ2323                          STATION RECOVERY (2005)
 MZ2323
 MZ2323'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ2323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1849 ***********************************************************************
 PG1849  DESIGNATION -  CRAB ISLAND NORTH 1870
 PG1849  PID         -  PG1849
 PG1849  STATE/COUNTY-  NY/CLINTON
 PG1849  USGS QUAD   -  PLATTSBURGH (1966)
 PG1849
 PG1849                         *CURRENT SURVEY CONTROL
 PG1849  ___________________________________________________________________
 PG1849* NAD 83(1996)-  44 39 54.33039(N)    073 25 00.29263(W)     ADJUSTED  
 PG1849* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PG1849  ___________________________________________________________________
 PG1849  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 PG1849  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG1849
 PG1849  HORZ ORDER  -  THIRD
 PG1849
 PG1849.The horizontal coordinates were established by classical geodetic methods
 PG1849.and adjusted by the National Geodetic Survey in January 1999..
 PG1849
 PG1849.The orthometric height was scaled from a topographic map.
 PG1849
 PG1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1849
 PG1849.The geoid height was determined by GEOID03.
 PG1849
 PG1849;                    North         East     Units Scale Factor Converg.
 PG1849;SPC NY E     -   648,230.934   235,898.574   MT  0.99999071   +0 45 41.5
 PG1849;SPC NY E     - 2,126,737.66    773,943.90   sFT  0.99999071   +0 45 41.5
 PG1849;SPC VT       -   240,950.853   427,300.034   MT  1.00002926   -0 38 40.1
 PG1849;UTM  18      - 4,946,966.599   625,509.489   MT  0.99979371   +1 06 47.2
 PG1849
 PG1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1849!SPC NY E     -   0.99999924  x   0.99999071  =   0.99998995
 PG1849!SPC VT       -   0.99999924  x   1.00002926  =   1.00002850
 PG1849!UTM  18      -   0.99999924  x   0.99979371  =   0.99979295
 PG1849
 PG1849:                Primary Azimuth Mark                     Grid Az
 PG1849:SPC NY E     -  GRAVELLY                                 020 45 40.8
 PG1849:SPC VT       -  GRAVELLY                                 022 10 02.4
 PG1849:UTM  18      -  GRAVELLY                                 020 24 35.1
 PG1849
 PG1849|---------------------------------------------------------------------|
 PG1849| PID    Reference Object                     Distance      Geod. Az  |
 PG1849|                                                           dddmmss.s |
 PG1849| PG1864 GRAVELLY                            APPROX. 5.9 KM 0213122.3 |
 PG1849| PG1800 GORDON LANDING LIGHT USLS           APPROX. 5.8 KM 0630811.2 |
 PG1849|---------------------------------------------------------------------|
 PG1849
 PG1849                          SUPERSEDED SURVEY CONTROL
 PG1849
 PG1849  NAD 83(1996)-  44 39 54.33072(N)    073 25 00.29255(W) AD(       ) 3
 PG1849  NAD 83(1992)-  44 39 54.33123(N)    073 25 00.29384(W) AD(       ) 3
 PG1849  NAD 83(1986)-  44 39 54.33721(N)    073 25 00.29434(W) AD(       ) 3
 PG1849  NAD 27      -  44 39 54.18000(N)    073 25 01.81000(W) AD(       ) 3
 PG1849
 PG1849.Superseded values are not recommended for survey control.
 PG1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1849.See file dsdata.txt to determine how the superseded data were derived.
 PG1849
 PG1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2550946967(NAD 83)
 PG1849
 PG1849  HISTORY     - Date     Condition        Report By
 PG1849  HISTORY     - 1870     FIRST OBSERVED   CGS
 PG1849  HISTORY     - 1928     GOOD             USLS
 PG1849  HISTORY     - 1963     GOOD             LOCSUR
 PG1849
 PG1849                          STATION DESCRIPTION
 PG1849
 PG1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (SCM)
 PG1849'STATION IS TRIPOD SIGNAL ON N POINT OF CRAB ISLAND.  CENTER POLE
 PG1849'PAINTED.  THE ISLAND IS THICKLY WOODED WITH A YOUNG GROWTH OF TREES
 PG1849'OF VARIOUS KINDS.  SEES BOTH ENDS OF BASE, CUMBERLAND POINT, AND
 PG1849'SAWYERS ISLAND.
 PG1849'
 PG1849'STATION IS MARKED WITH SLATE ROCK SLAB AND 4 STAKES (N,E,S,W) 2 FEET
 PG1849'8 INCHES FROM CENTER AND ROCKS PILED BETWEEN.
 PG1849
 PG1849                          STATION RECOVERY (1928)
 PG1849
 PG1849'RECOVERY NOTE BY US LAKE SURVEY 1928
 PG1849'ON CRAB ISLAND, ABOUT 3 MILES SE OF PLATTSBURGH, ON TOP OF LOW BANK
 PG1849'AT THE N END OF THE ISLAND, AT THE EDGE OF TREE LINE, AND ABOUT 3
 PG1849'FEET FROM THE EDGE OF THE BANK.  IT IS ABOUT 7 FEET ABOVE LOW WATER
 PG1849'(STANDARD LAKE DATUM).
 PG1849'
 PG1849'STATION MARK IS A CROSS IN THE TOP OF A SLATE BLOCK FLUSH WITH THE
 PG1849'GROUND.  CONCRETE WAS POURED AROUND THE BLOCK AND THE BANK WAS
 PG1849'REINFORCED WITH LARGE STONES TO INSURE THE STABILITY OF THE STATION
 PG1849'AS IT WAS NEAR THE EDGE OF THE BANK.
 PG1849'
 PG1849'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS.
 PG1849'REFERENCE MARK 1 WAS SET IN SLOPING LEDGE ROCK.
 PG1849'
 PG1849'REFERENCE MARK 2 WAS SET IN A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PG1849'THE GROUND.
 PG1849'
 PG1849'REFERENCE MARK 3 WAS SET IN A BOULDER NEAR THE BASE OF THE BANK.
 PG1849'BOULDER IS 3-1/2 BY 2 BY 1 FOOT.
 PG1849
 PG1849                          STATION RECOVERY (1963)
 PG1849
 PG1849'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 PG1849'RECOVERY BY LEWIS-DICKERSON ASSOC.
 PG1849'
 PG1849'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1829 ***********************************************************************
 PG1829  DESIGNATION -  CRAB ISLAND SOUTH 1870
 PG1829  PID         -  PG1829
 PG1829  STATE/COUNTY-  NY/CLINTON
 PG1829  USGS QUAD   -  PLATTSBURGH (1966)
 PG1829
 PG1829                         *CURRENT SURVEY CONTROL
 PG1829  ___________________________________________________________________
 PG1829* NAD 83(1996)-  44 39 33.71290(N)    073 24 59.00454(W)     ADJUSTED  
 PG1829* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 PG1829  ___________________________________________________________________
 PG1829  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 PG1829  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG1829
 PG1829  HORZ ORDER  -  THIRD
 PG1829
 PG1829.The horizontal coordinates were established by classical geodetic methods
 PG1829.and adjusted by the National Geodetic Survey in January 1999..
 PG1829
 PG1829.The orthometric height was scaled from a topographic map.
 PG1829
 PG1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1829
 PG1829.The geoid height was determined by GEOID03.
 PG1829
 PG1829;                    North         East     Units Scale Factor Converg.
 PG1829;SPC NY E     -   647,594.950   235,935.407   MT  0.99999079   +0 45 42.1
 PG1829;SPC NY E     - 2,124,651.10    774,064.75   sFT  0.99999079   +0 45 42.1
 PG1829;SPC VT       -   240,314.133   427,321.253   MT  1.00002922   -0 38 38.9
 PG1829;UTM  18      - 4,946,330.979   625,550.216   MT  0.99979384   +1 06 47.7
 PG1829
 PG1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1829!SPC NY E     -   0.99999987  x   0.99999079  =   0.99999066
 PG1829!SPC VT       -   0.99999987  x   1.00002922  =   1.00002909
 PG1829!UTM  18      -   0.99999987  x   0.99979384  =   0.99979371
 PG1829
 PG1829:                Primary Azimuth Mark                     Grid Az
 PG1829:SPC NY E     -  CUMBERLAND POINT 1870                    027 45 11.0
 PG1829:SPC VT       -  CUMBERLAND POINT 1870                    029 09 32.0
 PG1829:UTM  18      -  CUMBERLAND POINT 1870                    027 24 05.4
 PG1829
 PG1829|---------------------------------------------------------------------|
 PG1829| PID    Reference Object                     Distance      Geod. Az  |
 PG1829|                                                           dddmmss.s |
 PG1829| PG1863 CUMBERLAND POINT 1870               APPROX. 4.2 KM 0283053.1 |
 PG1829|---------------------------------------------------------------------|
 PG1829
 PG1829                          SUPERSEDED SURVEY CONTROL
 PG1829
 PG1829  NAD 83(1996)-  44 39 33.71310(N)    073 24 59.00441(W) AD(       ) 3
 PG1829  NAD 83(1992)-  44 39 33.71362(N)    073 24 59.00549(W) AD(       ) 3
 PG1829  NAD 83(1986)-  44 39 33.71967(N)    073 24 59.00587(W) AD(       ) 3
 PG1829  NAD 27      -  44 39 33.56200(N)    073 25 00.52200(W) AD(       ) 3
 PG1829
 PG1829.Superseded values are not recommended for survey control.
 PG1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1829.See file dsdata.txt to determine how the superseded data were derived.
 PG1829
 PG1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2555046331(NAD 83)
 PG1829
 PG1829  HISTORY     - Date     Condition        Report By
 PG1829  HISTORY     - 1870     MONUMENTED       CGS
 PG1829  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PG1829
 PG1829                          STATION DESCRIPTION
 PG1829
 PG1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (SCM)
 PG1829'STATION IS TRIPOD SIGNAL ON THE SE POINT OF CRAB ISLAND.  CENTER
 PG1829'POLE IS PAINTED.  THE ISLAND IS THICKLY WOODED WITH A YOUNG
 PG1829'GROWTH OF TREES OF VARIOUS KINDS.
 PG1829'
 PG1829'STATION IS MARKED WITH SLATE ROCK SLAB AND 4 STAKES (N,S,E,W)
 PG1829'2 FEET 8 INCHES FROM CENTER OF ROCKS PILED BETWEEN.
 PG1829'
 PG1829'BASSWOOD STUMP IS 9 FEET SW.
 PG1829'
 PG1829'TRIANGULAR-BLAZED PINE TREE IS 21.10 FEET N.
 PG1829
 PG1829                          STATION RECOVERY (1959)
 PG1829
 PG1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCM)
 PG1829'STATION NOT RECOVERED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0596 ***********************************************************************
 PH0596  DESIGNATION -  CRABS
 PH0596  PID         -  PH0596
 PH0596  STATE/COUNTY-  NY/ST LAWRENCE
 PH0596  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0596
 PH0596                         *CURRENT SURVEY CONTROL
 PH0596  ___________________________________________________________________
 PH0596* NAD 83(1986)-  44 59 49.     (N)    074 47 03.     (W)     SCALED    
 PH0596* NAVD 88     -        64.001  (meters)     209.98   (feet)  ADJUSTED  
 PH0596  ___________________________________________________________________
 PH0596  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 PH0596  DYNAMIC HT  -          64.000 (meters)     209.97  (feet)  COMP
 PH0596  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 PH0596
 PH0596  VERT ORDER  -  FIRST     CLASS 0
 PH0596
 PH0596.The horizontal coordinates were scaled from a topographic map and have
 PH0596.an estimated accuracy of +/- 6 seconds.
 PH0596
 PH0596.The orthometric height was determined by differential leveling
 PH0596.and adjusted by the National Geodetic Survey in June 1991..
 PH0596
 PH0596.The geoid height was determined by GEOID03.
 PH0596
 PH0596.The dynamic height is computed by dividing the NAVD 88
 PH0596.geopotential number by the normal gravity value computed on the
 PH0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0596.degrees latitude (g = 980.6199 gals.).
 PH0596
 PH0596.The modeled gravity was interpolated from observed gravity values.
 PH0596
 PH0596;                    North         East    Units  Estimated Accuracy
 PH0596;SPC NY E     -   684,570.      127,600.      MT  (+/- 180 meters Scaled)
 PH0596
 PH0596                          SUPERSEDED SURVEY CONTROL
 PH0596
 PH0596  NGVD 29 (??/??/92)   64.11   (m)          210.3    (f) COMPUTED    1 0
 PH0596
 PH0596.Superseded values are not recommended for survey control.
 PH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0596.See file dsdata.txt to determine how the superseded data were derived.
 PH0596
 PH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ170826(NAD 83)
 PH0596_MARKER: Z = SEE DESCRIPTION
 PH0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0596_SP_SET: ROD
 PH0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0596
 PH0596  HISTORY     - Date     Condition        Report By
 PH0596  HISTORY     - UNK      MONUMENTED       USLS
 PH0596  HISTORY     - 1969     GOOD             USLS
 PH0596
 PH0596                          STATION DESCRIPTION
 PH0596
 PH0596'DESCRIBED BY US LAKE SURVEY 1969
 PH0596'4.1 MI NE FROM EISENHOWER LOCK.
 PH0596'IS IN ST. LAWRENCE COUNTY, NEW YORK, APPROXIMATELY 4.1 MILES NORTH AND
 PH0596'EAST OF EISENHOWER LOCK, ON ROAD TO MASSENA POINT NEAR THE
 PH0596'INTERSECTION OF ROAD TO SNELL LOCK, 0.8 MILE NORTH OF SNELL LOCK, 234
 PH0596'FEET WEST OF POWER LINES CROSSING ROAD, 64 FEET NORTH OF CENTERLINE OF
 PH0596'ROAD, 4.6 FEET SOUTH OF UTILITY POLE NO. 10, 4.0 FEET NORTH OF
 PH0596'SOUTHERLY UTILITY POLE, 1/4-FOOT BELOW THE GROUND SURFACE, BEING
 PH0596'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8
 PH0596'FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2118 ***********************************************************************
 PH2118  DESIGNATION -  CRAFT IBC
 PH2118  PID         -  PH2118
 PH2118  STATE/COUNTY-  NY/JEFFERSON
 PH2118  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2118
 PH2118                         *CURRENT SURVEY CONTROL
 PH2118  ___________________________________________________________________
 PH2118* NAD 83(1996)-  44 20 56.60605(N)    075 57 04.25328(W)     ADJUSTED  
 PH2118* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 PH2118  ___________________________________________________________________
 PH2118  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 PH2118  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 PH2118
 PH2118  HORZ ORDER  -  THIRD
 PH2118
 PH2118.The horizontal coordinates were established by classical geodetic methods
 PH2118.and adjusted by the National Geodetic Survey in January 1999..
 PH2118
 PH2118.The orthometric height was scaled from a topographic map.
 PH2118
 PH2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2118
 PH2118.The geoid height was determined by GEOID03.
 PH2118
 PH2118;                    North         East     Units Scale Factor Converg.
 PH2118;SPC NY C     -   483,243.231   300,401.170   MT  0.99996873   +0 26 30.8
 PH2118;SPC NY C     - 1,585,440.50    985,566.17   sFT  0.99996873   +0 26 30.8
 PH2118;UTM  18      - 4,911,082.956   424,188.300   MT  0.99967068   -0 39 53.8
 PH2118
 PH2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2118!SPC NY C     -   0.99999099  x   0.99996873  =   0.99995972
 PH2118!UTM  18      -   0.99999099  x   0.99967068  =   0.99966167
 PH2118
 PH2118|---------------------------------------------------------------------|
 PH2118| PID    Reference Object                     Distance      Geod. Az  |
 PH2118|                                                           dddmmss.s |
 PH2118| PH2116 CHRIS IBC                           168.994 METERS 06512     |
 PH2118| PH2115 NIMS IBC                            220.403 METERS 07734     |
 PH2118| PH2094 WELLS ISLAND STANDPIPE              407.980 METERS 0883057.8 |
 PH2118| PH2117 REF MON 67                          134.907 METERS 12409     |
 PH2118|---------------------------------------------------------------------|
 PH2118
 PH2118                          SUPERSEDED SURVEY CONTROL
 PH2118
 PH2118  NAD 83(1986)-  44 20 56.61101(N)    075 57 04.25622(W) AD(       ) 3
 PH2118  NAD 27      -  44 20 56.45600(N)    075 57 05.42400(W) AD(       ) 3
 PH2118
 PH2118.Superseded values are not recommended for survey control.
 PH2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2118.See file dsdata.txt to determine how the superseded data were derived.
 PH2118
 PH2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2418811083(NAD 83)
 PH2118_MARKER: DD = SURVEY DISK
 PH2118_SETTING: 66 = SET IN ROCK OUTCROP
 PH2118_SP_SET: SET IN ROCK OUTCROP
 PH2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2118+STABILITY: POSITION/ELEVATION WELL
 PH2118
 PH2118  HISTORY     - Date     Condition        Report By
 PH2118  HISTORY     - 1940     MONUMENTED       IBC
 PH2118  HISTORY     - 1957     GOOD             IBC
 PH2118
 PH2118                          STATION DESCRIPTION
 PH2118
 PH2118'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2118'ON THE SOUTH - EASTERN SHORE OF HILL ISLAND IN THE ST LAWRENCE RIVER.
 PH2118'ON THE NARROW POINT OF LAND EXTENDING SOUTHWESTWARD FROM THE MAIN
 PH2118'SHORE OF THE ISLAND AT THE SOUTHWESTERN END OF THE NARROW CHANNEL INTO
 PH2118'THE LAKE OF THE ISLES.  THE STATION IS ABOUT 125 FEET NORTHEAST OF THE
 PH2118'EXTREME TIP OF THE POINT, ON THE CHANNEL SIDE OF THE POINT, 15 FEET
 PH2118'INSHORE, AND 7 FEET ABOVE THE WATER.
 PH2118'
 PH2118'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2118'DISK STATION MARK SET FLUSH WITH THE SURFACE IN SOLID BEDROCK ABOUT
 PH2118'FLUSH WITH THE SURROUNDING GROUND SURFACE.
 PH2118
 PH2118                          STATION RECOVERY (1957)
 PH2118
 PH2118'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2118'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1681 ***********************************************************************
 PH1681  DESIGNATION -  CRANBERRY
 PH1681  PID         -  PH1681
 PH1681  STATE/COUNTY-  NY/ST LAWRENCE
 PH1681  USGS QUAD   -  CRANBERRY LAKE (1968)
 PH1681
 PH1681                         *CURRENT SURVEY CONTROL
 PH1681  ___________________________________________________________________
 PH1681* NAD 83(1996)-  44 13 59.17413(N)    074 48 14.20474(W)     ADJUSTED  
 PH1681* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 PH1681  ___________________________________________________________________
 PH1681  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 PH1681  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 PH1681
 PH1681  HORZ ORDER  -  FIRST
 PH1681
 PH1681.The horizontal coordinates were established by classical geodetic methods
 PH1681.and adjusted by the National Geodetic Survey in January 1999..
 PH1681
 PH1681.The orthometric height was scaled from a topographic map.
 PH1681
 PH1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1681
 PH1681.The geoid height was determined by GEOID03.
 PH1681
 PH1681;                    North         East     Units Scale Factor Converg.
 PH1681;SPC NY E     -   599,706.884   125,719.741   MT  0.99990725   -0 12 43.3
 PH1681;SPC NY E     - 1,967,538.34    412,465.52   sFT  0.99990725   -0 12 43.3
 PH1681;UTM  18      - 4,897,782.397   515,656.804   MT  0.99960301   +0 08 12.3
 PH1681
 PH1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1681!SPC NY E     -   0.99992864  x   0.99990725  =   0.99983590
 PH1681!UTM  18      -   0.99992864  x   0.99960301  =   0.99953168
 PH1681
 PH1681|---------------------------------------------------------------------|
 PH1681| PID    Reference Object                     Distance      Geod. Az  |
 PH1681|                                                           dddmmss.s |
 PH1681| CZ7677 CRANBERRY RM 1                       20.650 METERS 07001     |
 PH1681| CZ7678 CRANBERRY RM 2                       19.235 METERS 19243     |
 PH1681| PH1683 CAT MTN                             APPROX.15.5 KM 1981733.8 |
 PH1681| CZ7676 CRANBERRY AZ MK                                    2333429.4 |
 PH1681|---------------------------------------------------------------------|
 PH1681
 PH1681                          SUPERSEDED SURVEY CONTROL
 PH1681
 PH1681  NAD 83(1986)-  44 13 59.18122(N)    074 48 14.20642(W) AD(       ) 1
 PH1681  NAD 27      -  44 13 58.96200(N)    074 48 15.53700(W) AD(       ) 1
 PH1681
 PH1681.Superseded values are not recommended for survey control.
 PH1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1681.See file dsdata.txt to determine how the superseded data were derived.
 PH1681
 PH1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP1565797782(NAD 83)
 PH1681
 PH1681  HISTORY     - Date     Condition        Report By
 PH1681  HISTORY     - 1942     MONUMENTED       CGS
 PH1681  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 PH1681  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1681
 PH1681                          STATION DESCRIPTION
 PH1681
 PH1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1681'ABOUT 2 MILES NE OF CRANBERRY LAKE.  ON THE TOP OF A SMALL TIMBERED
 PH1681'KNOLL ABOUT 50 YARDS NW FROM STATE ROUTE NO. 3.  THE MARK IS SET
 PH1681'IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  THE MARK IS 18 FEET E
 PH1681'OF A 14-INCH CHERRY TREE AND 42 FEET S OF A ROUNDED BOULDER 6
 PH1681'FEET HIGH.
 PH1681'
 PH1681'REFERENCE MARK NO. 1 IS SET FLUSH IN A BOULDER 6 FT BY 2 FT AND
 PH1681'WHICH PROJECTS 6 INCHES.  THE MARK IS 6 FEET E OF A 10-INCH BEECH
 PH1681'AND 4 FEET N OF A 10-INCH BLAZED BEECH.  IT IS E OF THE STATION.
 PH1681'
 PH1681'REFERENCE MARK NO. 2 IS SET FLUSH IN A BOULDER 3 FT BY 4 FT AND
 PH1681'WHICH PROJECTS 2 FEET.  IT IS 6 FEET E OF A BLAZED 5-INCH MAPLE
 PH1681'AND 8 FEET E OF DIM FOOT TRAIL TO STATION.  THE MARK IS S OF THE
 PH1681'STATION.
 PH1681'
 PH1681'THE AZIMUTH MARK IS 0.2 MILE S OF THE STATION ON ROUTE NO. 3 ON
 PH1681'THE RIGHT, W SIDE OF THE ROAD.  IT IS SET FLUSH ON THE N END OF
 PH1681'A CONCRETE CULVERT WHOSE TOP IS ABOUT 1 FOOT LOWER THAN THE
 PH1681'PAVED ROAD.
 PH1681'
 PH1681'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 PH1681'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 PH1681'
 PH1681'REACHED FROM THE JUNCTIONS OF STATE ROUTES NO. 3 AND NO. 56,
 PH1681'BETWEEN TUPPER LAKE AND CRANBERRY LAKE, BY GOING S ON STATE NO. 3
 PH1681'FOR 3.2 MILES TO A LOG STORE AND GAS PUMP ON THE LEFT.  THEN
 PH1681'CONTINUE ON NO. 3 FOR 1.6 MILES TO RAILROAD CROSSING.  THEN
 PH1681'CONTINUE FOR 2.0 MILES TO TOP OF HILL AND STATION SITE ON THE
 PH1681'RIGHT.  THE STATION IS ON TOP OF A SMALL KNOLL IN WOODS, ABOUT
 PH1681'50 YARDS NW OF THE HIGHWAY AND IS ABOUT 30 YARDS NE FROM THE S
 PH1681'END OF A 10-FOOT BANK ON THE NW SIDE OF THE ROAD.
 PH1681'
 PH1681'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PH1681
 PH1681                          STATION RECOVERY (1970)
 PH1681
 PH1681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 PH1681'STATION, R.M. NOS. 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 PH1681'CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 PH1681'GROUND DUE TO TREES.  A TOWER IS NECESSARY TO CLEAR TO OTHER
 PH1681'STATIONS DUE TO ABOUT 75 FOOT HIGH TREES.
 PH1681
 PH1681                          STATION RECOVERY (1975)
 PH1681
 PH1681'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 PH1681'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3077 ***********************************************************************
 KU3077  DESIGNATION -  CRANE
 KU3077  PID         -  KU3077
 KU3077  STATE/COUNTY-  NY/WESTCHESTER
 KU3077  USGS QUAD   -  MAMARONECK (1975)
 KU3077
 KU3077                         *CURRENT SURVEY CONTROL
 KU3077  ___________________________________________________________________
 KU3077* NAD 83(1996)-  40 56 36.29035(N)    073 42 44.94626(W)     ADJUSTED  
 KU3077* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3077  ___________________________________________________________________
 KU3077  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 KU3077  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KU3077
 KU3077  HORZ ORDER  -  THIRD
 KU3077
 KU3077.The horizontal coordinates were established by classical geodetic methods
 KU3077.and adjusted by the National Geodetic Survey in January 1999..
 KU3077
 KU3077.The orthometric height was scaled from a topographic map.
 KU3077
 KU3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3077
 KU3077.The geoid height was determined by GEOID03.
 KU3077
 KU3077;                    North         East     Units Scale Factor Converg.
 KU3077;SPC NY E     -   234,562.758   216,308.015   MT  0.99995410   +0 30 57.9
 KU3077;SPC NY E     -   769,561.32    709,670.55   sFT  0.99995410   +0 30 57.9
 KU3077;SPC CT       -   165,076.905   223,751.305   MT  1.00003584   -0 38 17.5
 KU3077;SPC CT       -   541,589.81    734,090.74   sFT  1.00003584   -0 38 17.5
 KU3077;SPC NY L     -    86,295.240   324,210.663   MT  0.99999622   +0 11 17.0
 KU3077;SPC NY L     -   283,120.30  1,063,681.15   sFT  0.99999622   +0 11 17.0
 KU3077;UTM  18      - 4,533,273.541   608,375.837   MT  0.99974456   +0 50 37.7
 KU3077
 KU3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3077!SPC NY E     -   1.00000443  x   0.99995410  =   0.99995853
 KU3077!SPC CT       -   1.00000443  x   1.00003584  =   1.00004027
 KU3077!SPC NY L     -   1.00000443  x   0.99999622  =   1.00000065
 KU3077!UTM  18      -   1.00000443  x   0.99974456  =   0.99974899
 KU3077
 KU3077|---------------------------------------------------------------------|
 KU3077| PID    Reference Object                     Distance      Geod. Az  |
 KU3077|                                                           dddmmss.s |
 KU3077| CB6715 CRANE RM 1                                         01800     |
 KU3077| CB6716 CRANE RM 2                                         12147     |
 KU3077| KU3086 EXECUTION ROCKS LIGHTHOUSE          APPROX. 7.6 KM 1961926.2 |
 KU3077|---------------------------------------------------------------------|
 KU3077
 KU3077                          SUPERSEDED SURVEY CONTROL
 KU3077
 KU3077  NAD 83(1996)-  40 56 36.29219(N)    073 42 44.94625(W) AD(       ) 3
 KU3077  NAD 83(1992)-  40 56 36.29142(N)    073 42 44.94704(W) AD(       ) 3
 KU3077  NAD 83(1986)-  40 56 36.29263(N)    073 42 44.94560(W) AD(       ) 3
 KU3077  NAD 27      -  40 56 35.95200(N)    073 42 46.46900(W) AD(       ) 3
 KU3077
 KU3077.Superseded values are not recommended for survey control.
 KU3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3077.See file dsdata.txt to determine how the superseded data were derived.
 KU3077
 KU3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0837633274(NAD 83)
 KU3077_MARKER: DS = TRIANGULATION STATION DISK
 KU3077_SETTING: 0 = UNSPECIFIED SETTING
 KU3077
 KU3077  HISTORY     - Date     Condition        Report By
 KU3077  HISTORY     - 1933     MONUMENTED       CGS
 KU3077
 KU3077                          STATION DESCRIPTION
 KU3077
 KU3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3077'CRANE IS OLD U.S.C. AND G.S. TRIANGULATION STATION ON CRANE
 KU3077'ISLAND.  THE OLD STATION WAS RECOVERED AND RE-MARKED WITH
 KU3077'STANDARD TRIANGULATION STATION MARK AND 2 STANDARD REFERENCE
 KU3077'MARKS.
 KU3077'
 KU3077'THIS STATION IS ON THE SOUTHEASTERLY CORNER OF CRANE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1753 ***********************************************************************
 OD1753  DESIGNATION -  CRANE
 OD1753  PID         -  OD1753
 OD1753  STATE/COUNTY-  NY/WARREN
 OD1753  USGS QUAD   -  JOHNSBURG (1968)
 OD1753
 OD1753                         *CURRENT SURVEY CONTROL
 OD1753  ___________________________________________________________________
 OD1753* NAD 83(1996)-  43 32 41.44563(N)    073 57 44.19919(W)     ADJUSTED  
 OD1753* NAVD 88     -       991.     (meters)    3251.     (feet)  SCALED    
 OD1753  ___________________________________________________________________
 OD1753  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 OD1753  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 OD1753
 OD1753  HORZ ORDER  -  FIRST
 OD1753
 OD1753.The horizontal coordinates were established by classical geodetic methods
 OD1753.and adjusted by the National Geodetic Survey in January 1999..
 OD1753
 OD1753.The orthometric height was scaled from a topographic map.
 OD1753
 OD1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1753
 OD1753.The geoid height was determined by GEOID03.
 OD1753
 OD1753;                    North         East     Units Scale Factor Converg.
 OD1753;SPC NY E     -   523,337.692   193,452.692   MT  0.99992322   +0 22 13.6
 OD1753;SPC NY E     - 1,716,983.74    634,686.04   sFT  0.99992322   +0 22 13.6
 OD1753;UTM  18      - 4,821,844.949   583,832.095   MT  0.99968644   +0 42 53.8
 OD1753
 OD1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1753!SPC NY E     -   0.99984916  x   0.99992322  =   0.99977239
 OD1753!UTM  18      -   0.99984916  x   0.99968644  =   0.99953564
 OD1753
 OD1753:                Primary Azimuth Mark                     Grid Az
 OD1753:SPC NY E     -  RAYNOLD                                  248 27 53.2
 OD1753:UTM  18      -  RAYNOLD                                  248 07 13.0
 OD1753
 OD1753|---------------------------------------------------------------------|
 OD1753| PID    Reference Object                     Distance      Geod. Az  |
 OD1753|                                                           dddmmss.s |
 OD1753| OD1752 RAYNOLD                             APPROX. 2.7 KM 2485006.8 |
 OD1753| DA2470 CRANE RM 1                           15.910 METERS 26954     |
 OD1753| OD1755 CRANE MOUNTAIN LOOKOUT TOWER         14.136 METERS 30113     |
 OD1753| OD1754 CRANE USGS 1894                      14.972 METERS 30314     |
 OD1753| DA2471 CRANE RM 2                           14.230 METERS 31651     |
 OD1753|---------------------------------------------------------------------|
 OD1753
 OD1753                          SUPERSEDED SURVEY CONTROL
 OD1753
 OD1753  NAD 83(1996)-  43 32 41.44924(N)    073 57 44.19973(W) AD(       ) 1
 OD1753  NAD 83(1992)-  43 32 41.44928(N)    073 57 44.19976(W) AD(       ) 1
 OD1753  NAD 83(1986)-  43 32 41.45002(N)    073 57 44.20023(W) AD(       ) 1
 OD1753  NAD 27      -  43 32 41.21100(N)    073 57 45.74800(W) AD(       ) 1
 OD1753
 OD1753.Superseded values are not recommended for survey control.
 OD1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1753.See file dsdata.txt to determine how the superseded data were derived.
 OD1753
 OD1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8383221845(NAD 83)
 OD1753
 OD1753  HISTORY     - Date     Condition        Report By
 OD1753  HISTORY     - 1942     MONUMENTED       CGS
 OD1753  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OD1753
 OD1753                          STATION DESCRIPTION
 OD1753
 OD1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1753'THE STATION IS LOCATED ON THE SUMMIT OF CRANE MOUNTAIN 46.38
 OD1753'FEET SE OF THE LOOKOUT TOWER.  IT IS A BRONZE DISK SET IN A DRILL
 OD1753'HOLE IN THE SOLID ROCK OF THE MOUNTAIN TOP AND ABOUT 4 FEET LOWER
 OD1753'THAN THE BASE OF THE LOOKOUT TOWER.  IT IS STAMPED CRANE 1942.
 OD1753'
 OD1753'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 OD1753'OUTCROPPING BEDROCK.
 OD1753'
 OD1753'REFERENCE MARK NO. 1 IS W OF THE STATION ABOUT 15 FEET SW OF
 OD1753'THE SW LEG OF THE LOOKOUT TOWER.  IT IS STAMPED CRANE NO. 1 1942.
 OD1753'
 OD1753'REFERENCE MARK NO. 2 IS NNW OF THE STATION ABOUT 10 FEET NE OF
 OD1753'THE NE LEG OF THE LOOKOUT TOWER.  IT IS STAMPED CRANE NO. 2 1942.
 OD1753'
 OD1753'STATION RAYNOLD (U.S.G.S.) IS VISIBLE FROM THE GROUND AND WILL
 OD1753'SERVE AS AN AZIMUTH MARK.  THIS STATION IS LOCATED 1.5 MILES
 OD1753'W.  TO REACH RAYNOLD (U.S.G.S.) FROM THE JUNCTION OF STATE HIGHWAYS
 OD1753'28 AND 8 IN WEVERTOWN GO SOUTHERLY ON STATE HIGHWAY 8 FOR 1.8
 OD1753'MILES, THENCE KEEP LEFT AS PER SIGN GARNET LAKE AND GO 0.65 MILE
 OD1753'THENCE STRAIGHT AHEAD (LEFT) AND GO 2.55 MILES, THENCE LEFT AND
 OD1753'GO 1.3 MILES, KEEP LEFT AND GO 0.35 MILE, THENCE RIGHT AND GO
 OD1753'1.7 MILES AND THEN LEFT AS PER SIGN THURMAN AND GO 0.85 MILE
 OD1753'TO THE STATION WHICH IS ABOUT 37 FEET NE FROM THE CENTER OF
 OD1753'THE ROAD AND 30 FEET N FROM CENTER OF A PRIVATE DRIVE.  IT
 OD1753'IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY DISK SET IN A
 OD1753'PRECAST CONCRETE POST AND STAMPED RAYNOLD 1942.
 OD1753'
 OD1753'A TRAVERSE CONNECTION WAS MADE TO WHAT IS BELIEVED TO BE
 OD1753'U.S. GEOLOGICAL TRIANGULATION STATION CRANE 1894.  IT IS
 OD1753'MARKED BY A 1-INCH COPPER BOLT WITH A SPLIT TOP AND IS BADLY
 OD1753'BATTERED.  IT IS SET IN SOLID ROCK UNDERNEATH THE LOOKOUT TOWER
 OD1753'AND IS NOW LOOSE.
 OD1753'
 OD1753'A CONNECTION WAS MADE TO THE CENTER OF CRANE MOUNTAIN LOOKOUT
 OD1753'TOWER.  IT IS OWNED AND OPERATED BY THE NEW YORK STATE
 OD1753'CONSERVATION SERVICE AND IS A FOUR-LEGGED STEEL STRUCTURE WITH
 OD1753'A GLASS-ENCLOSED CAB AT THE TOP.  THE OVERALL HEIGHT IS ABOUT 45
 OD1753'FEET.
 OD1753'
 OD1753'TO REACH THE STATION FROM WEVERTOWN AT THE JUNCTION OF STATE
 OD1753'HIGHWAYS 28 AND 8, GO SOUTHERLY ON STATE HIGHWAY 8 FOR 1.6 MILES
 OD1753'TO A ROAD LEFT AT A MOBIL GAS STATION IN JOHNSBURG, THENCE TURN
 OD1753'LEFT AND GO 4.85 MILES TO A ROAD LEFT, KEEP STRAIGHT AHEAD (RIGHT)
 OD1753'AND GO 2.15 MILES TO A T-ROAD RIGHT AT THE BIRTLE KENYON GENERAL
 OD1753'STORE ON THE LEFT.  TURN RIGHT AND GO 1.45 MILES TO A FORKS,
 OD1753'TAKE RIGHT FORK AS PER SIGNS CRANE MTN. OBSERVATORY SKI HI RANCH
 OD1753'AND GO 1.3 MILES TO ENTRANCE TO SKI HI RANCH ON THE LEFT.
 OD1753'KEEP STRAIGHT AHEAD FOR 0.35 MILE TO A FORKS.  TAKE RIGHT FORK AS
 OD1753'PER SIGN CRANE MTN. OBSERVATORY AND GO 0.15 MILE TO THE END
 OD1753'OF TRUCK TRAVEL AT A SMALL GARAGE ON THE RIGHT.  FROM HERE
 OD1753'FOLLOW TRAIL WHICH BECOMES VERY STEEP (RED MARKERS) TO THE
 OD1753'LOOKOUT TOWER AND THE STATION.  ABOUT A ONE-HOUR PACK.
 OD1753'
 OD1753'A 25-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION MOREHOUSE
 OD1753'(U.S.G.S.).
 OD1753'
 OD1753'A 25-FOOT TOWER WILL SEE A 50-FOOT LIGHT AT STATION GORE.
 OD1753'
 OD1753'A 25-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION HENDERSON.
 OD1753'
 OD1753'A 25-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION CHESTERTOWN.
 OD1753'
 OD1753'A 25-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION CAT (U.S.G.S.).
 OD1753'
 OD1753'A 40-FOOT LIGHT AT STATION PROSPECT 1878 IS VISIBLE FROM THE
 OD1753'GROUND.
 OD1753'
 OD1753'A 4-FOOT LIGHT AT STATION RAYNOLD (U.S.G.S.) IS VISIBLE FROM
 OD1753'THE GROUND.
 OD1753'
 OD1753'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 OD1753
 OD1753                          STATION RECOVERY (1942)
 OD1753
 OD1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OD1753'STATION WAS ESTABLISHED AND RECENTLY OCCUPIED BY GEORGE
 OD1753'W. LOVESEES PARTY.  ALL MARKS WERE FOUND AS DESCRIBED AND ARE
 OD1753'IN GOOD CONDITION.
 OD1753'
 OD1753'A 4-FOOT STAND WAS USED BY THIS PARTY AND HADLEY MOUNTAIN
 OD1753'FIRE TOWER AT STATION WELLS PEAK IS VISIBLE FROM THE GROUND AND
 OD1753'WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1755 ***********************************************************************
 OD1755  DESIGNATION -  CRANE MOUNTAIN LOOKOUT TOWER
 OD1755  PID         -  OD1755
 OD1755  STATE/COUNTY-  NY/WARREN
 OD1755  USGS QUAD   -  JOHNSBURG (1968)
 OD1755
 OD1755                         *CURRENT SURVEY CONTROL
 OD1755  ___________________________________________________________________
 OD1755* NAD 83(1996)-  43 32 41.68306(N)    073 57 44.73766(W)     ADJUSTED  
 OD1755* NAVD 88     -                                                        
 OD1755  ___________________________________________________________________
 OD1755  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 OD1755  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 OD1755
 OD1755  HORZ ORDER  -  THIRD
 OD1755
 OD1755.The horizontal coordinates were established by classical geodetic methods
 OD1755.and adjusted by the National Geodetic Survey in January 1999..
 OD1755
 OD1755
 OD1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1755
 OD1755.The geoid height was determined by GEOID03.
 OD1755
 OD1755;                    North         East     Units Scale Factor Converg.
 OD1755;SPC NY E     -   523,344.940   193,440.557   MT  0.99992320   +0 22 13.3
 OD1755;SPC NY E     - 1,717,007.52    634,646.23   sFT  0.99992320   +0 22 13.3
 OD1755;UTM  18      - 4,821,852.123   583,819.921   MT  0.99968642   +0 42 53.5
 OD1755
 OD1755                          SUPERSEDED SURVEY CONTROL
 OD1755
 OD1755  NAD 83(1996)-  43 32 41.68666(N)    073 57 44.73820(W) AD(       ) 4
 OD1755  NAD 83(1992)-  43 32 41.68671(N)    073 57 44.73822(W) AD(       ) 4
 OD1755  NAD 83(1986)-  43 32 41.68753(N)    073 57 44.73872(W) AD(       ) 4
 OD1755  NAD 27      -  43 32 41.44847(N)    073 57 46.28654(W) AD(       ) 3
 OD1755
 OD1755.Superseded values are not recommended for survey control.
 OD1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1755.See file dsdata.txt to determine how the superseded data were derived.
 OD1755
 OD1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8382021852(NAD 83)
 OD1755_MARKER: 57 = LOOKOUT TOWER
 OD1755
 OD1755  HISTORY     - Date     Condition        Report By
 OD1755  HISTORY     - 1942     FIRST OBSERVED   CGS
 OD1755  HISTORY     - 19950425 MARK NOT FOUND   USPSQD
 OD1755
 OD1755                          STATION DESCRIPTION
 OD1755
 OD1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1755'THIS LOOKOUT TOWER IS LOCATED ON THE SUMMIT OF CRANE MOUNTAIN, A
 OD1755'PROMINENT AND WELL KNOWN MOUNTAIN ABOUT 6 MILES SW OF
 OD1755'WEVERTOWN.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH A
 OD1755'GLASS-ENCLOSED CAGE AT THE TOP.  THE OVERALL HEIGHT IS ABOUT 50
 OD1755'FEET.
 OD1755'
 OD1755'CONNECTED BY TRAVERSE FROM STATION CRANE.  DISTANCE 14.138
 OD1755'METERS (46.38 FEET).
 OD1755
 OD1755                          STATION RECOVERY (1995)
 OD1755
 OD1755'RECOVERY NOTE BY US POWER SQUADRON 1995
 OD1755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2338 ***********************************************************************
 KU2338  DESIGNATION -  CRANE NECK
 KU2338  PID         -  KU2338
 KU2338  STATE/COUNTY-  NY/SUFFOLK
 KU2338  USGS QUAD   -  SAINT JAMES (1979)
 KU2338
 KU2338                         *CURRENT SURVEY CONTROL
 KU2338  ___________________________________________________________________
 KU2338* NAD 83(1996)-  40 57 55.30628(N)    073 09 16.16889(W)     ADJUSTED  
 KU2338* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 KU2338  ___________________________________________________________________
 KU2338  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KU2338  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 KU2338
 KU2338  HORZ ORDER  -  SECOND
 KU2338
 KU2338.The horizontal coordinates were established by classical geodetic methods
 KU2338.and adjusted by the National Geodetic Survey in January 1999..
 KU2338
 KU2338.The orthometric height was scaled from a topographic map.
 KU2338
 KU2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2338
 KU2338.The geoid height was determined by GEOID03.
 KU2338
 KU2338;                    North         East     Units Scale Factor Converg.
 KU2338;SPC NY L     -    89,036.479   371,172.929   MT  0.99999692   +0 33 10.9
 KU2338;SPC NY L     -   292,113.85  1,217,756.52   sFT  0.99999692   +0 33 10.9
 KU2338;SPC CT       -   167,142.786   270,749.880   MT  1.00003200   -0 16 05.5
 KU2338;SPC CT       -   548,367.62    888,285.23   sFT  1.00003200   -0 16 05.5
 KU2338;UTM  18      - 4,536,552.019   655,295.151   MT  0.99989683   +1 12 36.6
 KU2338
 KU2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2338!SPC NY L     -   1.00000028  x   0.99999692  =   0.99999720
 KU2338!SPC CT       -   1.00000028  x   1.00003200  =   1.00003228
 KU2338!UTM  18      -   1.00000028  x   0.99989683  =   0.99989711
 KU2338
 KU2338:                Primary Azimuth Mark                     Grid Az
 KU2338:SPC NY L     -  OLD FIELD POINT LH 1882                  066 20 28.0
 KU2338:SPC CT       -  OLD FIELD POINT LH 1882                  067 09 44.4
 KU2338:UTM  18      -  OLD FIELD POINT LH 1882                  065 41 02.3
 KU2338
 KU2338|---------------------------------------------------------------------|
 KU2338| PID    Reference Object                     Distance      Geod. Az  |
 KU2338|                                                           dddmmss.s |
 KU2338| KU2183 OLD FIELD POINT LH 1882             APPROX. 3.3 KM 0665338.9 |
 KU2338| KU2249 OLD FIELD POINT LIGHT NEW           APPROX. 3.3 KM 0665705.8 |
 KU2338| KU2227 PORT JEFFERSON E BREAKWATER LT      APPROX. 5.4 KM 0814219.4 |
 KU2338| KU2190 BELLE TERRE TANK                    APPROX. 8.1 KM 1010454.8 |
 KU2338| KU2246 PORT JEFFERSON ST CHARLES HOSP      APPROX. 8.3 KM 1061907.5 |
 KU2338| KU2195 PORT JEFFERSON STA STANDPIPE        APPROX. 9.1 KM 1114010.4 |
 KU2338| KU2214 SETAUKET CAROLINE EPIS CHURCH       APPROX. 4.1 KM 1202106.4 |
 KU2338| KU2216 SETAUKET PRESB CHURCH SPIRE         APPROX. 4.2 KM 1202749.7 |
 KU2338| KU2218 EAST SETAUKET CATH CH SPIRE         APPROX. 4.6 KM 1221834.5 |
 KU2338| KU2219 SETAUKET METH CHURCH SPIRE          APPROX. 4.8 KM 1230953.3 |
 KU2338| KU2333 STONY BROOK SCHOOL TOWER CLOCK      APPROX. 5.0 KM 1571305.9 |
 KU2338| KU2330 STONY BROOK METH CHURCH SPIRE       APPROX. 4.7 KM 1673429.8 |
 KU2338| CB6718 CRANE NECK RM 2                      26.298 METERS 19309     |
 KU2338| KU2325 STONY BROOK HARBOR WINDMILL         APPROX. 7.9 KM 1933341.8 |
 KU2338| CB6717 CRANE NECK RM 1                      19.098 METERS 29734     |
 KU2338|---------------------------------------------------------------------|
 KU2338
 KU2338                          SUPERSEDED SURVEY CONTROL
 KU2338
 KU2338  NAD 83(1996)-  40 57 55.30799(N)    073 09 16.16836(W) AD(       ) 2
 KU2338  NAD 83(1992)-  40 57 55.30674(N)    073 09 16.16750(W) AD(       ) 2
 KU2338  NAD 83(1986)-  40 57 55.30976(N)    073 09 16.17034(W) AD(       ) 2
 KU2338  NAD 27      -  40 57 54.95200(N)    073 09 17.78000(W) AD(       ) 2
 KU2338
 KU2338.Superseded values are not recommended for survey control.
 KU2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2338.See file dsdata.txt to determine how the superseded data were derived.
 KU2338
 KU2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5529536552(NAD 83)
 KU2338_MARKER: V = STONE MONUMENT
 KU2338_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2338_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2338
 KU2338  HISTORY     - Date     Condition        Report By
 KU2338  HISTORY     - 1834     MONUMENTED       CGS
 KU2338  HISTORY     - 1887     GOOD             NY-103
 KU2338  HISTORY     - 1906     GOOD             CGS
 KU2338  HISTORY     - 1916     GOOD             CGS
 KU2338  HISTORY     - 1917     GOOD             CGS
 KU2338  HISTORY     - 1917     GOOD             CGS
 KU2338  HISTORY     - 1917     SEE DESCRIPTION  CGS
 KU2338  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KU2338  HISTORY     - 1951     GOOD             CGS
 KU2338  HISTORY     - 1970     GOOD             NGS
 KU2338  HISTORY     - 19980210 MARK NOT FOUND   USPSQD
 KU2338
 KU2338                          STATION DESCRIPTION
 KU2338
 KU2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1834 (EB)
 KU2338'STATION WAS MARKED
 KU2338'BY A STONE CONE BURIED 2 FEET BENEATH SURFACE OF GROUND.
 KU2338
 KU2338                          STATION RECOVERY (1887)
 KU2338
 KU2338'RECOVERY NOTE BY SUFFOLK COUNTY NEW YORK 1887
 KU2338'IN 1887 THE NEW YORK COMMISSIONER OF
 KU2338'FISHERIES REPORTED TRIPOD STANDING IN GOOD CONDITION, AND
 KU2338'SMALL PIECE OF RIM OF PIPE BROKEN OFF.
 KU2338
 KU2338                          STATION RECOVERY (1906)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906
 KU2338'IN 1906 A SUMMER HOUSE OF CEDAR POSTS HAD BEEN BUILT OVER THIS
 KU2338'STATION.  A PORTION OF THE FLOOR TO THE NW OF THE CENTER OF THE
 KU2338'HOUSE LIFTS UP DIRECTLY OVER CRANE NECK.  DISTANCE FROM CENTER
 KU2338'OF SUMMER HOUSE, MARKED BY A NAIL IN A TABLE WITH 4 TACKS IN IT
 KU2338'AT RIGHT ANGLES, TO STATION IS 2.75 FEET.
 KU2338
 KU2338                          STATION RECOVERY (1916)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916
 KU2338'IT WAS REPORTED THAT SUMMER HOUSE WAS STILL OVER THE STATION.  THERE
 KU2338'IS SOME DOUBT AS TO WHETHER THIS IS STATION CRANE NECK
 KU2338'ESTABLISHED IN 1834 BY BLUNT, OR CRANE NECK 2 ESTABLISHED BY
 KU2338'MC CORKLE IN 1883.
 KU2338
 KU2338                          STATION RECOVERY (1917)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (IMD)
 KU2338'STATION IS ON THE WESTERN PART OF CRANE NECK, ON LAND OWNED BY
 KU2338'JONES, AND ON THE HIGHEST PART OF THE HILL.
 KU2338'
 KU2338'A FORMER ENGINEER OF MARINE FISHERIES (N.Y. STATE) CONSIDERED
 KU2338'THE TWO STATIONS IDENTICAL ACCORDING TO DATA LEFT IN HIS OFFICE
 KU2338'AND INTERPRETED BY A LATER ENGINEER (MICKNAS), BUT THE TWO
 KU2338'STATIONS COMPUTE 11.4 FEET APART.
 KU2338
 KU2338                          STATION RECOVERY (1917)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (RM)
 KU2338'STATION FOUND HERE UNDER THE FLOORING OF A SUMMER HOUSE BUILT OF
 KU2338'CEDAR POSTS CONSISTED OF A TILE PIPE OF ABOUT 8 OR 9 INCHES
 KU2338'DIAMETER, WITH TOP ABOUT 2 INCHES BELOW SURFACE OF GROUND, AND
 KU2338'IN WHICH WAS A STAKE WITH A COPPER TACK IN CENTER OF TOP.  TOO
 KU2338'HAZY TO TRY AZIMUTHS TO DETERMINE WHETHER THE CONE WAS BLUNTS
 KU2338'STATION OF 1834 OR MC CORKLES STATION OF 1883 WHICH HE (MC
 KU2338'CORKLE) CALLED CRANE NECK 2, BUT AS MC CORKLE GENERALLY USED A
 KU2338'PIPE OF 3-INCH DIAMETER THIS IS, NO DOUBT, THE POINT
 KU2338'DETERMINED BY BLUNT AND USED BY BRADFORD IN 1885.  SEARCHED FOR
 KU2338'MC CORKLES STATION CRANE NECK 2 BUT FOUND NOTHING.  THE CONE
 KU2338'FOUND IS 2.7 FEET FROM CENTER OF SUMMER HOUSE AND ABOUT NW.  A
 KU2338'PORTION OF THE FLOORING LIFTS UP DIRECTLY OVER THE CONE.
 KU2338
 KU2338                          STATION RECOVERY (1917)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (IMD)
 KU2338'STATION IS NOW COVERED BY CONICAL-ROOFED ENCLOSURE ABOUT 15 FEET
 KU2338'IN DIAMETER, STATION IS N OF CENTER AND UNDER TRAP DOOR IN
 KU2338'FLOOR.  ONE SIDE OF EARTHENWARE CONE HAD BEEN BROKEN AND ROTTEN
 KU2338'STAKE WITH TACKS MENTIONED IN DESCRIPTION OF 1885 WAS NOT IN
 KU2338'CENTER OF TILE.
 KU2338'
 KU2338'SET METAL STATION MARK IN CENTER OF TILE AND FILLED IN AND
 KU2338'AROUND TILE WITH CONCRETE.  STATION IS NEAR NE SHORE OF POINT
 KU2338'AND ON THE HIGHEST PART OF POINT.  THE OWNER OF THE LAND HAS A
 KU2338'PLANTING OF CEDARS FROM NEAR THE STATION TO END OF POINT, WHICH
 KU2338'SHUTS OUT MOST OF THE N SHORE OF THE SOUND.
 KU2338
 KU2338                          STATION RECOVERY (1939)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2338'STATION RECOVERED.  MARKED BY A CONCRETE MONUMENT WITH STANDARD
 KU2338'BRONZE DISK IN CENTER.  FOUND 1/2 INCH BELOW THE SURFACE WITH AID
 KU2338'OF MR. DICEY, SUPT. OF EVERSLEY CHILDS ESTATE (PRESENT
 KU2338'OWNER).  STATION IS 2.8 MILES BY ROAD NNW OF STONEY BROOK
 KU2338'R.R. STATION.  SUMMER HOUSE HAS BEEN REMOVED.  THERE IS A TURNING
 KU2338'CIRCLE AT THE END OF A PRIVATE DIRT ROAD WHICH CIRCLES
 KU2338'STATION.  STATION IS 46.5 FEET FROM INTERSECTION OF ROADS OF
 KU2338'LOOP, AND 4.5 FEET FROM INNER SIDE OF LOOP ROAD OPPOSITE
 KU2338'INTERSECTION.  STATION IS ON HIGHEST POINT OF KNOLL.
 KU2338'
 KU2338'TWO NEW REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS
 KU2338'SET IN CONCRETE AS DESCRIBED.
 KU2338
 KU2338                          STATION RECOVERY (1951)
 KU2338
 KU2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FCJ)
 KU2338'THE STATION WAS RECOVERED AS DESCRIBED BY F.R.G., 1939.  THE
 KU2338'STATION MARK IS NOW ON THE VERY EDGE OF INNER SIDE OF LOOP AT
 KU2338'THE OPPOSITE END OF THE INTERSECTION.  THE MARK IS UNSTAMPED.  THE
 KU2338'REFERENCE MARKS ARE STAMPED CRANE NECK 1834 1939 NO. 1 AND
 KU2338'NO. 2, RESPECTIVELY.
 KU2338'
 KU2338'THE DESCRIPTION IS ADEQUATE.
 KU2338
 KU2338                          STATION RECOVERY (1970)
 KU2338
 KU2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 KU2338'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD
 KU2338'CONDITION.  REFERENCE MARK 1 SEARCHED FOR AND NOT FOUND.
 KU2338'
 KU2338'THE RECOVERY NOTE BY F.R.G. IN 1939 IS ADEQUATE WITH THE
 KU2338'FOLLOWING ADDITIONS.  THE STATION MARK IS FLUSH WITH THE GROUND,
 KU2338'AND IS 40.5 FT. EAST OF THE NORTHEAST CORNER OF THE HOUSE.
 KU2338
 KU2338                          STATION RECOVERY (1998)
 KU2338
 KU2338'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU2338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1754 ***********************************************************************
 OD1754  DESIGNATION -  CRANE USGS 1894
 OD1754  PID         -  OD1754
 OD1754  STATE/COUNTY-  NY/WARREN
 OD1754  USGS QUAD   -  JOHNSBURG (1968)
 OD1754
 OD1754                         *CURRENT SURVEY CONTROL
 OD1754  ___________________________________________________________________
 OD1754* NAD 83(1996)-  43 32 41.71156(N)    073 57 44.75700(W)     ADJUSTED  
 OD1754* NAVD 88     -       991.     (meters)    3251.     (feet)  SCALED    
 OD1754  ___________________________________________________________________
 OD1754  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 OD1754  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 OD1754
 OD1754  HORZ ORDER  -  SECOND
 OD1754
 OD1754.The horizontal coordinates were established by classical geodetic methods
 OD1754.and adjusted by the National Geodetic Survey in January 1999..
 OD1754
 OD1754.The orthometric height was scaled from a topographic map.
 OD1754
 OD1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1754
 OD1754.The geoid height was determined by GEOID03.
 OD1754
 OD1754;                    North         East     Units Scale Factor Converg.
 OD1754;SPC NY E     -   523,345.817   193,440.118   MT  0.99992320   +0 22 13.3
 OD1754;SPC NY E     - 1,717,010.40    634,644.79   sFT  0.99992320   +0 22 13.3
 OD1754;UTM  18      - 4,821,852.997   583,819.476   MT  0.99968642   +0 42 53.4
 OD1754
 OD1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1754!SPC NY E     -   0.99984916  x   0.99992320  =   0.99977237
 OD1754!UTM  18      -   0.99984916  x   0.99968642  =   0.99953562
 OD1754
 OD1754                          SUPERSEDED SURVEY CONTROL
 OD1754
 OD1754  NAD 83(1996)-  43 32 41.71516(N)    073 57 44.75754(W) AD(       ) 2
 OD1754  NAD 83(1992)-  43 32 41.71520(N)    073 57 44.75756(W) AD(       ) 2
 OD1754  NAD 83(1986)-  43 32 41.71594(N)    073 57 44.75804(W) AD(       ) 2
 OD1754  NAD 27      -  43 32 41.47693(N)    073 57 46.30579(W) AD(       ) 2
 OD1754
 OD1754.Superseded values are not recommended for survey control.
 OD1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1754.See file dsdata.txt to determine how the superseded data were derived.
 OD1754
 OD1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP8381921853(NAD 83)
 OD1754_MARKER: Z = SEE DESCRIPTION
 OD1754_SETTING: 0 = UNSPECIFIED SETTING
 OD1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1754
 OD1754  HISTORY     - Date     Condition        Report By
 OD1754  HISTORY     - 1894     MONUMENTED       USGS
 OD1754  HISTORY     - 1942     SEE DESCRIPTION  CGS
 OD1754
 OD1754                          STATION DESCRIPTION
 OD1754
 OD1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1754'THIS STATION IS WHAT IS BELIEVED TO BE U.S. GEOLOGICAL SURVEY
 OD1754'STATION CRANE 1894.  IT IS LOCATED ON THE SUMMIT OF CRANE MOUNTAIN,
 OD1754'A PROMINENT AND WELL KNOWN MOUNTAIN LOCATED ABOUT 6 MILES SW OF
 OD1754'WEVERTOWN.  IT IS SET IN SOLID ROCK UNDERNEATH THE LOOKOUT
 OD1754'TOWER.  IT IS MARKED BY A 1-INCH COPPER BOLT, BADLY BATTERED,
 OD1754'WITH A SPLIT TOP AND IS NOW LOOSE.
 OD1754'
 OD1754'CONNECTED BY TRAVERSE FROM STATION CRANE.  DISTANCE 14.972 METERS
 OD1754'(49.12 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1910 ***********************************************************************
 PH1910  DESIGNATION -  CRARY
 PH1910  PID         -  PH1910
 PH1910  STATE/COUNTY-  NY/ST LAWRENCE
 PH1910  USGS QUAD   -  PIERREPONT (1980)
 PH1910
 PH1910                         *CURRENT SURVEY CONTROL
 PH1910  ___________________________________________________________________
 PH1910* NAD 83(1996)-  44 34 45.45049(N)    075 00 23.68134(W)     ADJUSTED  
 PH1910* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 PH1910  ___________________________________________________________________
 PH1910  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 PH1910  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 PH1910
 PH1910  HORZ ORDER  -  FIRST
 PH1910
 PH1910.The horizontal coordinates were established by classical geodetic methods
 PH1910.and adjusted by the National Geodetic Survey in January 1999..
 PH1910
 PH1910.The orthometric height was scaled from a topographic map.
 PH1910
 PH1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1910
 PH1910.The geoid height was determined by GEOID03.
 PH1910
 PH1910;                    North         East     Units Scale Factor Converg.
 PH1910;SPC NY E     -   638,251.398   109,770.718   MT  0.99991990   -0 21 20.1
 PH1910;SPC NY E     - 2,093,996.46    360,139.43   sFT  0.99991990   -0 21 20.1
 PH1910;UTM  18      - 4,936,216.802   499,477.761   MT  0.99960000   -0 00 16.6
 PH1910
 PH1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1910!SPC NY E     -   0.99996972  x   0.99991990  =   0.99988963
 PH1910!UTM  18      -   0.99996972  x   0.99960000  =   0.99956974
 PH1910
 PH1910|---------------------------------------------------------------------|
 PH1910| PID    Reference Object                     Distance      Geod. Az  |
 PH1910|                                                           dddmmss.s |
 PH1910| CZ7683 CRARY RM 1                           49.210 METERS 10933     |
 PH1910| CZ7684 CRARY RM 2                           29.870 METERS 17459     |
 PH1910| CZ7682 CRARY AZ MK                                        2442613.7 |
 PH1910|---------------------------------------------------------------------|
 PH1910
 PH1910                          SUPERSEDED SURVEY CONTROL
 PH1910
 PH1910  NAD 83(1986)-  44 34 45.45727(N)    075 00 23.68332(W) AD(       ) 1
 PH1910  NAD 27      -  44 34 45.23500(N)    075 00 24.96900(W) AD(       ) 1
 PH1910
 PH1910.Superseded values are not recommended for survey control.
 PH1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1910.See file dsdata.txt to determine how the superseded data were derived.
 PH1910
 PH1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ9947836217(NAD 83)
 PH1910
 PH1910  HISTORY     - Date     Condition        Report By
 PH1910  HISTORY     - 1942     MONUMENTED       CGS
 PH1910  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1910
 PH1910                          STATION DESCRIPTION
 PH1910
 PH1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1910'STATION IS LOCATED ABOUT 3 MILES E OF CRARY MILLS AND 2.5 MILES
 PH1910'N OF PIERREPONT, ON TOP OF A ROCK KNOB IN FIELD OWNED BY MR. EARL
 PH1910'C. AYERS.  MARK IS SITUATED ON THE HIGHEST PART OF AN OUTCROPPING
 PH1910'SURROUNDED BY BRUSH, FIELD STONE AND SCRUB APPLE TREES.  MARK IS
 PH1910'57 PACES SW OF THE E EDGE OF THE FIELD.  MARK IS STAMPED
 PH1910'CRARY 1942 AND PROJECTS ABOUT 5 INCHES.
 PH1910'
 PH1910'REFERENCE MARK NO.1 IS SET IN BEDROCK 11 PACES SW OF STONE
 PH1910'WALL.  THE ROCK IS ABOUT 10 BY 6 FEET IN SIZE AND PROJECTS ABOUT
 PH1910'8 INCHES.  MARK IS STAMPED CRARY NO 1 1942.
 PH1910'
 PH1910'REFERENCE MARK NO.2 IS SET IN AN OUTCROPPING LEDGE ABOUT 30 FEET
 PH1910'LONG AND 6 FEET WIDE, 71 PACES SW OF THE STONE WALL.  MARK IS
 PH1910'STAMPED CRARY NO 2 1942 AND PROJECTS ABOUT 3 FEET.
 PH1910'
 PH1910'AZIMUTH MARK IS SW OF THE STATION ON THE E SIDE OF A SMALL WHITE
 PH1910'SCHOOL HOUSE.  MARK IS 17 PACES S OF THE CENTER LINE OF THE ROAD
 PH1910'TO THE STATION, 1 FOOT E OF THE E SIDE OF THE SCHOOL HOUSE, 3
 PH1910'FEET S OF THE NE CORNER OF THE SCHOOL.  MARK IS STAMPED CRARY 1942
 PH1910'AND PROJECTS ABOUT 4 INCHES.
 PH1910'
 PH1910'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. 11, STATE NO. 68
 PH1910'WHICH IS 1.1 MILES E OF CANTON, GO SE ON NO. 68 FOR 4 MILES
 PH1910'TO CROSSROADS, A STORE AND SERVICE STATION ON THE LEFT, CONTINUE
 PH1910'STRAIGHT AHEAD FOR 2.45 MILES TO A CROSSROAD AND SCHOOL ON THE
 PH1910'SE CORNER, TURN LEFT AND GO NE ON A PAVED ROAD FOR 2.1 MILES TO
 PH1910'A SMALL WHITE SCHOOL AND THE AZIMUTH ON THE RIGHT, CONTINUE
 PH1910'STRAIGHT AHEAD FOR 0.4 MILE TO MR. AYERS HOUSE ON THE RIGHT,
 PH1910'TURN RIGHT INTO DRIVEWAY THEN GO BETWEEN THE HOUSE AND THE BARN
 PH1910'AND GO 0.2 MILE SOUTHERLY TO THE TOP OF SMALL RISE OF GROUND AND
 PH1910'THE STATION.
 PH1910'
 PH1910'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PH1910
 PH1910                          STATION RECOVERY (1975)
 PH1910
 PH1910'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1910'CRARY 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2158 ***********************************************************************
 NA2158  DESIGNATION -  CRAWFORD
 NA2158  PID         -  NA2158
 NA2158  STATE/COUNTY-  NY/DELAWARE
 NA2158  USGS QUAD   -  CORBETT (1965)
 NA2158
 NA2158                         *CURRENT SURVEY CONTROL
 NA2158  ___________________________________________________________________
 NA2158* NAD 83(1996)-  42 06 24.88864(N)    075 05 58.18293(W)     ADJUSTED  
 NA2158* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 NA2158  ___________________________________________________________________
 NA2158  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 NA2158  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 NA2158
 NA2158  HORZ ORDER  -  FIRST
 NA2158
 NA2158.The horizontal coordinates were established by classical geodetic methods
 NA2158.and adjusted by the National Geodetic Survey in January 1999..
 NA2158
 NA2158.The orthometric height was scaled from a topographic map.
 NA2158
 NA2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2158
 NA2158.The geoid height was determined by GEOID03.
 NA2158
 NA2158;                    North         East     Units Scale Factor Converg.
 NA2158;SPC NY E     -   363,648.130   100,419.455   MT  0.99993024   -0 24 07.1
 NA2158;SPC NY E     - 1,193,068.91    329,459.50   sFT  0.99993024   -0 24 07.1
 NA2158;UTM  18      - 4,661,651.609   491,773.846   MT  0.99960083   -0 04 00.2
 NA2158
 NA2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2158!SPC NY E     -   0.99988100  x   0.99993024  =   0.99981125
 NA2158!UTM  18      -   0.99988100  x   0.99960083  =   0.99948188
 NA2158
 NA2158|---------------------------------------------------------------------|
 NA2158| PID    Reference Object                     Distance      Geod. Az  |
 NA2158|                                                           dddmmss.s |
 NA2158| CZ7685 CRAWFORD RM 1                        23.095 METERS 02714     |
 NA2158| CZ7686 CRAWFORD RM 2                        22.410 METERS 15319     |
 NA2158| NA2161 BUDINE                              APPROX.12.1 KM 3295336.0 |
 NA2158|---------------------------------------------------------------------|
 NA2158
 NA2158                          SUPERSEDED SURVEY CONTROL
 NA2158
 NA2158  NAD 83(1986)-  42 06 24.89303(N)    075 05 58.18532(W) AD(       ) 1
 NA2158  NAD 27      -  42 06 24.58200(N)    075 05 59.58100(W) AD(       ) 1
 NA2158
 NA2158.Superseded values are not recommended for survey control.
 NA2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2158.See file dsdata.txt to determine how the superseded data were derived.
 NA2158
 NA2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM9177461652(NAD 83)
 NA2158_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2158
 NA2158  HISTORY     - Date     Condition        Report By
 NA2158  HISTORY     - 1940     MONUMENTED       CGS
 NA2158  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NA2158
 NA2158                          STATION DESCRIPTION
 NA2158
 NA2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2158'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF WALTON
 NA2158'AND ABOUT 3-1/2 MILES EAST-SOUTHEAST OF BEERSTON ON THE HIGHEST
 NA2158'POINT OF THE MOUNTAIN WHICH IS COVERED WITH SECOND-GROWTH
 NA2158'TIMBER AND UNDERBRUSH.
 NA2158'
 NA2158'STATION MARK IS SET IN THE TOP OF A 12- BY 12-INCH CONCRETE
 NA2158'POST THAT PROJECTS ABOUT 8 INCHES.  (NOTE 1A).
 NA2158'
 NA2158'REFERENCE MARK NO. 1 IS 75.770 FEET NORTHEAST OF THE STATION
 NA2158'SET IN THE TOP OF AN 8- BY 3-FOOT ROCK OUTCROP THAT PROTRUDES
 NA2158'ABOUT 1 FOOT.  (NOTE 12A).
 NA2158'
 NA2158'REFERENCE MARK NO. 2 IS 73.520 FEET SOUTHEAST OF THE STATION
 NA2158'SET IN BEDROCK THAT IS FLUSH WITH THE GROUND.  (NOTE 12A).
 NA2158'
 NA2158'ALL MARKS ARE STANDARD BRONZE DISK MARKS AND ARE STAMPED
 NA2158'CRAWFORD 1940.
 NA2158'
 NA2158'STATION REACHED FROM WALTON BY GOING SOUTHWEST ON STATE HIGHWAY
 NA2158'10 FOR 5.0 MILES TO GRAVELED ROAD TO THE LEFT IN THE NORTH EDGE
 NA2158'OF THE SETTLEMENT OF BEERSTON.  TURN LEFT AND GO 0.6 MILE TO A
 NA2158'ROAD TURNING SHARP RIGHT UP STEEP GRADE, FOLLOW THIS ROAD FOR
 NA2158'1.95 MILES TO TOP OF HILL, THEN CONTINUE 0.35 MILE DOWN HILL TO
 NA2158'FIRST HOUSE ON THE LEFT, TURN LEFT THROUGH YARD, AND FOLLOW
 NA2158'TRACK ROAD UP HILL 0.15 MILE TO GATE, PASS THROUGH GATE AND GO
 NA2158'0.1 MILE TO FORK JUST AFTER PASSING THROUGH STONE FENCE, THEN
 NA2158'TAKE LEFT FORK 0.05 MILE TO A VERY DIM ROAD TO RIGHT, TURN
 NA2158'RIGHT AND GO 0.25 MILE DOWN HILL TO POLE GATE IN STONE FENCE.
 NA2158'PASS THROUGH GATE AND CROSS PASTURE FOR 0.25 MILE TO SECOND
 NA2158'GATE, CONTINUE THROUGH GATE AND UP HILL FOR 0.7 MILE TO
 NA2158'FENCE AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL
 NA2158'CROSS FENCE AND CONTINUE UP HILL ON WIDE CLEARED TRAIL TO TOP
 NA2158'OF MOUNTAIN AND STATION, ABOUT 0.2 MILE.  A SHORT WHEELBASE
 NA2158'TRUCK WILL GO TO THE TOP WITHOUT TROUBLE.
 NA2158'
 NA2158'THE STATION IS ON PROPERTY OWNED BY JAMES CRAWFORD OF WALTON.
 NA2158'
 NA2158'ROCK CAIRNS WERE BUILT OVER THE STATION AND REFERENCE MARKS.
 NA2158'
 NA2158'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA2158
 NA2158                          STATION RECOVERY (1976)
 NA2158
 NA2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2158'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2158'CONDITION.  VIEW FROM STATION IS BLOCKED IN ALL DIRECTIONS BY
 NA2158'35-FOOT TREES.
 NA2158'
 NA2158'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF WALTON,
 NA2158'ON A TIMBERED HILL OF ABOUT 2590 FEET ELEVATION, AND ABOUT 1650
 NA2158'FEET SOUTHEAST OF A RADIO TOWER.  STATION MARK IS A STANDARD DISK
 NA2158'STAMPED CRAWFORD 1940, SET IN THE TOP OF A 12-INCH-SQUARE
 NA2158'CONCRETE MONUMENT PROJECTING 8 INCHES FROM GROUND.
 NA2158'
 NA2158'RM NO. 1 IS A STANDARD DISK STAMPED CRAWFORD NO. 1 1940,
 NA2158'CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT ROCK OUTCROP PROJECTING
 NA2158'1 FOOT FROM GROUND.
 NA2158'
 NA2158'RM NO. 2 IS A STANDARD DISK STAMPED CRAWFORD NO. 2 1940,
 NA2158'CEMENTED IN A DRILL HOLE IN A 11 X 13-FOOT ROCK OUTCROP
 NA2158'PROJECTING 6 INCHES FROM GROUND.
 NA2158'
 NA2158'TO REACH STATION FROM THE VILLAGE OF HARVARD, AT THE
 NA2158'INTERSECTION OF NY RTE. 30 AND BAXTER BROOK ROAD, GO NORTH ON
 NA2158'BAXTER BROOD ROAD FOR 6.5 MILES TO A DIRT T-ROAD RIGHT, AT OLD
 NA2158'QUARRY.  GO RIGHT ON THIS ROAD FOR 1.5 MILES TO END OF ROAD AT
 NA2158'A RADIO TOWER.  FROM HERE WALK SOUTHEAST ALONG RIDGE LINE ABOUT
 NA2158'1650 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3779 ***********************************************************************
 KU3779  DESIGNATION -  CREEK
 KU3779  PID         -  KU3779
 KU3779  STATE/COUNTY-  NY/BRONX
 KU3779  USGS QUAD   -  FLUSHING (1979)
 KU3779
 KU3779                         *CURRENT SURVEY CONTROL
 KU3779  ___________________________________________________________________
 KU3779* NAD 83(1996)-  40 51 11.74818(N)    073 48 13.60808(W)     ADJUSTED  
 KU3779* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU3779  ___________________________________________________________________
 KU3779  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KU3779  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU3779
 KU3779  HORZ ORDER  -  THIRD
 KU3779
 KU3779.The horizontal coordinates were established by classical geodetic methods
 KU3779.and adjusted by the National Geodetic Survey in January 1999..
 KU3779
 KU3779.The orthometric height was scaled from a topographic map.
 KU3779
 KU3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3779
 KU3779.The geoid height was determined by GEOID03.
 KU3779
 KU3779;                    North         East     Units Scale Factor Converg.
 KU3779;SPC NY E     -   224,487.024   208,700.653   MT  0.99994240   +0 27 19.5
 KU3779;SPC NY E     -   736,504.51    684,712.06   sFT  0.99994240   +0 27 19.5
 KU3779;SPC NY L     -    76,262.685   316,545.465   MT  0.99999490   +0 07 42.0
 KU3779;SPC NY L     -   250,205.16  1,038,532.91   sFT  0.99999490   +0 07 42.0
 KU3779;UTM  18      - 4,523,156.659   600,827.788   MT  0.99972513   +0 46 57.2
 KU3779
 KU3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3779!SPC NY E     -   1.00000479  x   0.99994240  =   0.99994719
 KU3779!SPC NY L     -   1.00000479  x   0.99999490  =   0.99999969
 KU3779!UTM  18      -   1.00000479  x   0.99972513  =   0.99972992
 KU3779
 KU3779|---------------------------------------------------------------------|
 KU3779| PID    Reference Object                     Distance      Geod. Az  |
 KU3779|                                                           dddmmss.s |
 KU3779| CB6719 CREEK RM 1                           13.850 METERS 04616     |
 KU3779| CB6720 CREEK RM 2                           11.570 METERS 13935     |
 KU3779| KU3804 STEPPING STONES LH 1882             APPROX. 4.0 KM 1424335.0 |
 KU3779|---------------------------------------------------------------------|
 KU3779
 KU3779                          SUPERSEDED SURVEY CONTROL
 KU3779
 KU3779  NAD 83(1996)-  40 51 11.74931(N)    073 48 13.60865(W) AD(       ) 3
 KU3779  NAD 83(1992)-  40 51 11.74826(N)    073 48 13.60967(W) AD(       ) 3
 KU3779  NAD 83(1986)-  40 51 11.75110(N)    073 48 13.60813(W) AD(       ) 3
 KU3779  NAD 27      -  40 51 11.38600(N)    073 48 15.12700(W) AD(       ) 3
 KU3779
 KU3779.Superseded values are not recommended for survey control.
 KU3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3779.See file dsdata.txt to determine how the superseded data were derived.
 KU3779
 KU3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0082823157(NAD 83)
 KU3779_MARKER: DS = TRIANGULATION STATION DISK
 KU3779_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU3779_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU3779
 KU3779  HISTORY     - Date     Condition        Report By
 KU3779  HISTORY     - 1932     MONUMENTED       CGS
 KU3779  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KU3779  HISTORY     - 1933     GOOD             CGS
 KU3779  HISTORY     - 1934     GOOD             CGS
 KU3779
 KU3779                          STATION DESCRIPTION
 KU3779
 KU3779'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3779'THIS STATION IS ON THE E SIDE OF EAST CHESTER CREEK ON THE S END
 KU3779'OF RODMANS NECK PARK.  IT IS LOCATED APPROXIMATELY 50 METERS N OF
 KU3779'THE BEGINNING OF THE MARSH, AND APPROXIMATELY 5 METERS N OF THE
 KU3779'HIGH GRASS LINE AT THE SW EDBGE OF A CLUSTER OF WILD CHERRY TREES.
 KU3779'IT IS 6 METERS INSHORE OF HIGH WATER LINE AND 3 FEET ABOVE IT.
 KU3779'
 KU3779'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3779'STAMPED CREEK-1932 SET IN THE 10-INCH TOP OF A CONCRETE-FILLED
 KU3779'TILE PIPE PROJECTING 4 INCHES ABOVE GROUND.
 KU3779'
 KU3779'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KU3779'PLACED.  NO.1 IN THE CHERRY GROVE TO THE EAST, NO.2 IN THE TALL
 KU3779'GRASS TO THE S.  NO ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN.
 KU3779'
 KU3779'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KU3779'THE SOFT GROUND NECESSITATES INSTRUMENT STAKES.
 KU3779'
 KU3779'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KU3779
 KU3779                          STATION RECOVERY (1933)
 KU3779
 KU3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3779'RECOVERED IN FAIR CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KU3779'FOLLOWING EXCEPTION AND ADDITION--
 KU3779'
 KU3779'THE CENTER DISK WAS MUTILATED AND THE MONUMENT BROKEN.  THIS
 KU3779'STATION IS APPROXIMATELY 300 METERS SE OF THE MOST SOUTHERLY
 KU3779'WOODEN PIER.
 KU3779
 KU3779                          STATION RECOVERY (1933)
 KU3779
 KU3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU3779'STATION RECOVERED, AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING
 KU3779'ADDITIONS--
 KU3779'
 KU3779'THE POINT WILL BE FOUND ON THE SOUTHWESTERLY SHORE OF RODMANS NECK
 KU3779'BEING THE EASTERLY PORTION OF THE MAINLAND FORMING THE UPPER
 KU3779'ENCLOSURE OF EAST CHESTER BAY.
 KU3779'
 KU3779'A COMPARATIVELY LARGE AND ISOLATED GROUP OF TREES NEAR THE SHORE
 KU3779'LINE IDENTIFIES THE LOCALITY ON THE SOUTHERN EXTREME OF A NOSE
 KU3779'PROJECTING FROM THE EAST INTO THE OUTER TURTLE COVE.
 KU3779'
 KU3779'THE STATION LIES ON THE PREMISES OF A BOY SCOUTS SUMMER CAMP.  THE
 KU3779'FRESH AND HEALTHY GREEN OF THE GRASS MAKES THE GROUNDS STAND OUT
 KU3779'FROM THE DULL COLORED WEED GRASS SURROUNDING IT.
 KU3779'
 KU3779'TRIANGULATION STATION CREEK CAN EASILY BE REACHED BY LAND.
 KU3779
 KU3779                          STATION RECOVERY (1934)
 KU3779
 KU3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3779'RECOVERED.  IN R.W. WOODWORTHS 1933 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2111 ***********************************************************************
 MZ2111  DESIGNATION -  CREEK
 MZ2111  PID         -  MZ2111
 MZ2111  STATE/COUNTY-  NY/COLUMBIA
 MZ2111  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ2111
 MZ2111                         *CURRENT SURVEY CONTROL
 MZ2111  ___________________________________________________________________
 MZ2111* NAD 83(1996)-  42 10 38.68149(N)    073 51 42.49261(W)     ADJUSTED  
 MZ2111* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 MZ2111  ___________________________________________________________________
 MZ2111  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MZ2111  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ2111
 MZ2111  HORZ ORDER  -  THIRD
 MZ2111
 MZ2111.The horizontal coordinates were established by classical geodetic methods
 MZ2111.and adjusted by the National Geodetic Survey in January 1999..
 MZ2111
 MZ2111.The orthometric height was scaled from a topographic map.
 MZ2111
 MZ2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2111
 MZ2111.The geoid height was determined by GEOID03.
 MZ2111
 MZ2111;                    North         East     Units Scale Factor Converg.
 MZ2111;SPC NY E     -   371,501.218   202,722.778   MT  0.99993419   +0 25 42.6
 MZ2111;SPC NY E     - 1,218,833.58    665,099.65   sFT  0.99993419   +0 25 42.6
 MZ2111;UTM  18      - 4,670,101.271   594,001.061   MT  0.99970872   +0 45 51.4
 MZ2111
 MZ2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2111!SPC NY E     -   1.00000404  x   0.99993419  =   0.99993823
 MZ2111!UTM  18      -   1.00000404  x   0.99970872  =   0.99971276
 MZ2111
 MZ2111|---------------------------------------------------------------------|
 MZ2111| PID    Reference Object                     Distance      Geod. Az  |
 MZ2111|                                                           dddmmss.s |
 MZ2111| DA2473 CREEK RM 2                           17.410 METERS 02937     |
 MZ2111| DA2472 CREEK RM 1                           13.390 METERS 19840     |
 MZ2111| MZ2185 GREEN POINT LIGHT                   APPROX. 1.9 KM 2462908.4 |
 MZ2111| MZ2102 LIVINGSTON CREEK LIGHT              483.388 METERS 3324454.4 |
 MZ2111|---------------------------------------------------------------------|
 MZ2111
 MZ2111                          SUPERSEDED SURVEY CONTROL
 MZ2111
 MZ2111  NAD 83(1996)-  42 10 38.67899(N)    073 51 42.49651(W) AD(       ) 3
 MZ2111  NAD 83(1996)-  42 10 38.67907(N)    073 51 42.49601(W) AD(       ) 3
 MZ2111  NAD 83(1992)-  42 10 38.67908(N)    073 51 42.49601(W) AD(       ) 3
 MZ2111  NAD 83(1992)-  42 10 38.67908(N)    073 51 42.49601(W) AD(       ) 3
 MZ2111  NAD 83(1986)-  42 10 38.67881(N)    073 51 42.49521(W) AD(       ) 3
 MZ2111  NAD 27      -  42 10 38.36000(N)    073 51 44.02600(W) AD(       ) 3
 MZ2111
 MZ2111.Superseded values are not recommended for survey control.
 MZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2111.See file dsdata.txt to determine how the superseded data were derived.
 MZ2111
 MZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9400170101(NAD 83)
 MZ2111_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2111
 MZ2111  HISTORY     - Date     Condition        Report By
 MZ2111  HISTORY     - 1934     MONUMENTED       CGS
 MZ2111  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2111  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2111
 MZ2111                          STATION DESCRIPTION
 MZ2111
 MZ2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2111'ON E SHORE OF HUDSON RIVER 295 METERS (SCALED FROM TOP OF SHEET)
 MZ2111'S OF RAILROAD BRIDGE ACROSS LIVINGSTON CREEK.  STATION IS 24 FEET
 MZ2111'E OF E RAIL AND 62 FEET S OF SECOND TELEPHONE POLE S OF MILEBOARD
 MZ2111'NEW YORK 108.
 MZ2111'
 MZ2111'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 MZ2111'BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2111'
 MZ2111'REFERENCE MARK NO.1 IS 43 FEET SE OF STATION AND 8 FEET W OF
 MZ2111'RAILROAD RIGHT-OF-WAY FENCE.  REFERENCE MARK NO.2 IS 57 FEET N OF
 MZ2111'STATION AND 21 FEET E OF E RAIL OF RAILROAD.
 MZ2111
 MZ2111                          STATION RECOVERY (1935)
 MZ2111
 MZ2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2111'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 MZ2111'WERE TAKEN, AS PER SKETCH, TO SUPPLEMENT DESCRIPTION AND
 MZ2111'ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2111
 MZ2111                          STATION RECOVERY (1975)
 MZ2111
 MZ2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 MZ2111'ALL MARKS WERE RECOVERED IN GOOD CONDITION, EXCEPT THAT THE STATION
 MZ2111'MARK AND BOTH REFERENCE MARKS ARE NOW 3 INCHES BELOW GROUND
 MZ2111'LEVEL.  DISTANCE AND ANGLE TO REFERENCE MARKS WERE NOT
 MZ2111'CHECKED.  VIEW FROM STATION IS OPEN FROM SOUTHWEST CLOCKWISE TO
 MZ2111'NORTH, BUT THE REMAINING AREAS ARE OBSTRUCTED.
 MZ2111'
 MZ2111'TO REACH STATION CENTER OF VILLAGE OF LINLITHGO, GO NORTHWEST 0.6
 MZ2111'MILE TO CROSSROAD AT NY RTE. 9G.  CONTINUE AHEAD, CROSSING THE
 MZ2111'HIGHWAY AND GO NORTHWEST 0.4 MILE TO THE LINLITHGO RAILROAD
 MZ2111'STATION.  FROM HERE WALK SOUTH ALONG RAILROAD TRACKS ABOUT 2000
 MZ2111'FEET TO STATION AT BASE OF HILL.
 MZ2111'
 MZ2111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2111'3/4-MILE WNW OF LINLITHGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0632 ***********************************************************************
 OG0632  DESIGNATION -  CREEKMORE
 OG0632  PID         -  OG0632
 OG0632  STATE/COUNTY-  NY/ERIE
 OG0632  USGS QUAD   -  
 OG0632
 OG0632                         *CURRENT SURVEY CONTROL
 OG0632  ___________________________________________________________________
 OG0632* NAD 83(1996)-  43 00 57.48286(N)    078 49 54.73517(W)     ADJUSTED  
 OG0632* NAVD 88     -       174.6    (meters)     573.     (feet)  VERTCON   
 OG0632  ___________________________________________________________________
 OG0632  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OG0632  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OG0632
 OG0632  HORZ ORDER  -  FIRST
 OG0632
 OG0632.The horizontal coordinates were established by classical geodetic methods
 OG0632.and adjusted by the National Geodetic Survey in January 1999..
 OG0632
 OG0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0632
 OG0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0632
 OG0632.The geoid height was determined by GEOID03.
 OG0632
 OG0632;                    North         East     Units Scale Factor Converg.
 OG0632;SPC NY W     -   334,973.766   329,740.518   MT  0.99994255   -0 10 10.4
 OG0632;SPC NY W     - 1,098,993.10  1,081,823.68   sFT  0.99994255   -0 10 10.4
 OG0632;UTM  17      - 4,764,869.012   676,677.853   MT  0.99998402   +1 28 46.1
 OG0632
 OG0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0632!SPC NY W     -   0.99997817  x   0.99994255  =   0.99992072
 OG0632!UTM  17      -   0.99997817  x   0.99998402  =   0.99996219
 OG0632
 OG0632|---------------------------------------------------------------------|
 OG0632| PID    Reference Object                     Distance      Geod. Az  |
 OG0632|                                                           dddmmss.s |
 OG0632| CZ9301 CREEKMORE RM 1                       25.385 METERS 01749     |
 OG0632| CZ9303 CREEKMORE RM 3                                     1235832.8 |
 OG0632| CZ9302 CREEKMORE RM 2                       20.300 METERS 27854     |
 OG0632|---------------------------------------------------------------------|
 OG0632
 OG0632                          SUPERSEDED SURVEY CONTROL
 OG0632
 OG0632  NAD 83(1986)-  43 00 57.48897(N)    078 49 54.73277(W) AD(       ) 1
 OG0632  NAD 27      -  43 00 57.28281(N)    078 49 55.60510(W) AD(       ) 1
 OG0632  NGVD 29 (07/19/86)  174.7    (m)          573.     (f) VERT ANG       
 OG0632
 OG0632.Superseded values are not recommended for survey control.
 OG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0632.See file dsdata.txt to determine how the superseded data were derived.
 OG0632
 OG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7667864869(NAD 83)
 OG0632_MARKER: DS = TRIANGULATION STATION DISK
 OG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0632
 OG0632  HISTORY     - Date     Condition        Report By
 OG0632  HISTORY     - 1972     MONUMENTED       NGS
 OG0632  HISTORY     - 19880601 GOOD             LOCSUR
 OG0632
 OG0632                          STATION DESCRIPTION
 OG0632
 OG0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0632'THE STATION IS LOCATED 3-1/4 MILES SOUTHWEST OF GETZVILLE,
 OG0632'2-1/4 MILES EAST OF TONAWANDA, 1/2 MILE SOUTHEAST OF THE
 OG0632'NIAGARA-ERIE COUNTY LINE AND ON PROPERTY OWNED BY THE TOWN OF
 OG0632'TONAWANDA.
 OG0632'
 OG0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 OG0632'AND STATE HIGHWAY 356 ABOUT 3-1/2 MILES NORTHEAST OF TONAWANDA,
 OG0632'GO SOUTHWEST ON HIGHWAY 356 FOR 0.7 MILE TO A RAILROAD
 OG0632'CROSSING.  CONTINUE SOUTHWEST ON HIGHWAY 356 FOR 0.05 MILE TO
 OG0632'A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ACROSS AN
 OG0632'OPEN FIELD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 OG0632'
 OG0632'STATION MARK, STAMPED CREEKMORE 1972 IS A STANDARD DISK SET
 OG0632'IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 OG0632'IS 112 FEET SOUTHWEST OF THE WEST LEG OF A POWER LINE TOWER, 77
 OG0632'FEET NORTHWEST OF POWER POLE NUMBER 729 R, 68 FEET SOUTHEAST
 OG0632'OF A GATE IN A CHAIN LINK FENCE AND 49 FEET NORTHEAST OF THE
 OG0632'CHAIN LINK FENCE.
 OG0632'
 OG0632'REFERENCE MARK 1, STAMPED CREEKMORE NO 1 1972 IS A STANDARD
 OG0632'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OG0632'GROUND.  IT IS 76 FEET NORTHWEST OF A 10-INCH COTTONWOOD TREE,
 OG0632'67 FEET SOUTH OF A 16-INCH COTTONWOOD TREE AND 50 FEET WEST OF
 OG0632'THE WEST LEG OF THE POWER LINE TOWER.
 OG0632'
 OG0632'REFERENCE MARK 2, STAMPED CREEKMORE NO 2 1972 IS A STANDARD
 OG0632'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OG0632'GROUND.  IT IS 50 FEET NORTHWEST OF A 4-INCH MAPLE TREE, 4 FEET
 OG0632'SOUTHEAST OF A FENCE CORNER AND 1 FOOT NORTHEAST OF THE CHAIN
 OG0632'LINK FENCE.
 OG0632'
 OG0632'REFERENCE MARK 3, STAMPED CREEKMORE NO 3 1972 IS A STANDARD
 OG0632'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OG0632'GROUND.  IT IS 75 FEET NORTHEAST OF THE NORTH LEG OF A POWER
 OG0632'LINE TOWER, 32 FEET SOUTHWEST OF THE SOUTHWEST LEG OF POWER LINE
 OG0632'TOWER NUMBER 422 91, 5 FEET WEST OF THE SOUTHEAST LEG OF POWER
 OG0632'LINE TOWER NUMBER 87 182, 5 FEET NORTHEAST OF THE SOUTHEAST LEG
 OG0632'OF POWER LINE TOWER NUMBER 87 92 AND 3.5 FEET SOUTHWEST OF A
 OG0632'METAL WITNESS POST.
 OG0632'
 OG0632'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHEAST ON
 OG0632'POWER LINE RIGHT OF WAY FOR 0.2 MILE TO THE MARK UNDER THE CENTER
 OG0632'ONE OF THREE POWER LINE TOWERS.
 OG0632'
 OG0632'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 OG0632
 OG0632                          STATION RECOVERY (1988)
 OG0632
 OG0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JEM)
 OG0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3711 ***********************************************************************
 KU3711  DESIGNATION -  CRESTWOOD 1921
 KU3711  PID         -  KU3711
 KU3711  STATE/COUNTY-  NY/WESTCHESTER
 KU3711  USGS QUAD   -  MOUNT VERNON (1979)
 KU3711
 KU3711                         *CURRENT SURVEY CONTROL
 KU3711  ___________________________________________________________________
 KU3711* NAD 83(1996)-  40 57 56.37581(N)    073 49 19.23872(W)     ADJUSTED  
 KU3711* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 KU3711  ___________________________________________________________________
 KU3711  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 KU3711  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KU3711
 KU3711  HORZ ORDER  -  SECOND
 KU3711
 KU3711.The horizontal coordinates were established by classical geodetic methods
 KU3711.and adjusted by the National Geodetic Survey in January 1999..
 KU3711
 KU3711.The orthometric height was scaled from a topographic map.
 KU3711
 KU3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3711
 KU3711.The geoid height was determined by GEOID03.
 KU3711
 KU3711;                    North         East     Units Scale Factor Converg.
 KU3711;SPC NY E     -   236,955.725   207,066.829   MT  0.99994007   +0 26 40.2
 KU3711;SPC NY E     -   777,412.24    679,351.75   sFT  0.99994007   +0 26 40.2
 KU3711;SPC NY L     -    88,741.202   314,982.871   MT  0.99999693   +0 06 59.1
 KU3711;SPC NY L     -   291,145.09  1,033,406.30   sFT  0.99999693   +0 06 59.1
 KU3711;SPC NJ       -   236,955.725   207,066.829   MT  0.99994007   +0 26 40.2
 KU3711;SPC NJ       -   777,412.24    679,351.75   sFT  0.99994007   +0 26 40.2
 KU3711;UTM  18      - 4,535,613.099   599,123.095   MT  0.99972093   +0 46 20.5
 KU3711
 KU3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3711!SPC NY E     -   0.99999661  x   0.99994007  =   0.99993668
 KU3711!SPC NY L     -   0.99999661  x   0.99999693  =   0.99999354
 KU3711!SPC NJ       -   0.99999661  x   0.99994007  =   0.99993668
 KU3711!UTM  18      -   0.99999661  x   0.99972093  =   0.99971754
 KU3711
 KU3711|---------------------------------------------------------------------|
 KU3711| PID    Reference Object                     Distance      Geod. Az  |
 KU3711|                                                           dddmmss.s |
 KU3711| KU3714 MONUMENT 1 CRESTWOOD                 72.268 METERS 03545     |
 KU3711|---------------------------------------------------------------------|
 KU3711
 KU3711                          SUPERSEDED SURVEY CONTROL
 KU3711
 KU3711  NAD 83(1996)-  40 57 56.37645(N)    073 49 19.23945(W) AD(       ) 2
 KU3711  NAD 83(1992)-  40 57 56.37486(N)    073 49 19.24032(W) AD(       ) 2
 KU3711  NAD 83(1986)-  40 57 56.37776(N)    073 49 19.23875(W) AD(       ) 2
 KU3711  NAD 27      -  40 57 56.02300(N)    073 49 20.75800(W) AD(       ) 2
 KU3711
 KU3711.Superseded values are not recommended for survey control.
 KU3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3711.See file dsdata.txt to determine how the superseded data were derived.
 KU3711
 KU3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9912335613(NAD 83)
 KU3711
 KU3711  HISTORY     - Date     Condition        Report By
 KU3711  HISTORY     - 1921     MONUMENTED       NY6820
 KU3711  HISTORY     - 19980315 MARK NOT FOUND   USPSQD
 KU3711
 KU3711                          STATION DESCRIPTION
 KU3711
 KU3711'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU3711'TO THE N OF MARGARET AVENUE AN W OF CRESTWOOD AVENUE ON LOT NO. 7
 KU3711'BLOCK 4706, ABOUT 180 FEET N OF A 2 1/2-STORY STUCCO HOUSE.
 KU3711'
 KU3711'TALLY HO IS IN BEARING N 83 DEG 55 MIN 09 SEC W FROM STATION.
 KU3711'
 KU3711'FORT HILL IS IN BEARING N 18 DEG 09 MIN 06 SEC W FROM STATION.
 KU3711'
 KU3711'CROSS CUT ON TOP OF CURB IS 35.02 FEET ESE OF STATION.
 KU3711'
 KU3711'BRASS NAIL IN PROPERTY LINE MONUMENT (APPROX.) IS 110 FEET NE OF
 KU3711'STATION.
 KU3711'
 KU3711'HEIGHT OF SIGNAL ABOVE STATION MARK - 18 FEET.
 KU3711
 KU3711                          STATION RECOVERY (1998)
 KU3711
 KU3711'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU3711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5184 ***********************************************************************
 LX5184  DESIGNATION -  CRF 1 DUTTON
 LX5184  PID         -  LX5184
 LX5184  STATE/COUNTY-  NY/SUFFOLK
 LX5184  USGS QUAD   -  NEW LONDON (1984)
 LX5184
 LX5184                         *CURRENT SURVEY CONTROL
 LX5184  ___________________________________________________________________
 LX5184* NAD 83(1996)-  41 15 18.02569(N)    072 01 56.64216(W)     ADJUSTED  
 LX5184* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX5184  ___________________________________________________________________
 LX5184  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX5184  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5184
 LX5184  HORZ ORDER  -  THIRD
 LX5184
 LX5184.This mark is at Elizabeth Field Airport (0B8)
 LX5184
 LX5184.The horizontal coordinates were established by classical geodetic methods
 LX5184.and adjusted by the National Geodetic Survey in January 1999..
 LX5184
 LX5184.The orthometric height was scaled from a topographic map.
 LX5184
 LX5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5184
 LX5184.The geoid height was determined by GEOID03.
 LX5184
 LX5184;                    North         East     Units Scale Factor Converg.
 LX5184;SPC NY L     -   122,711.929   464,894.065   MT  1.00001983   +1 17 13.1
 LX5184;SPC NY L     -   402,597.39  1,525,239.94   sFT  1.00001983   +1 17 13.1
 LX5184;SPC CT       -   199,479.923   364,941.674   MT  0.99999490   +0 28 32.9
 LX5184;SPC CT       -   654,460.38  1,197,312.81   sFT  0.99999490   +0 28 32.9
 LX5184;UTM  18      - 4,571,313.769   748,629.944   MT  1.00036085   +1 57 28.3
 LX5184;UTM  19      - 4,571,501.415   245,940.254   MT  1.00039445   -2 00 02.4
 LX5184
 LX5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5184!SPC NY L     -   1.00000409  x   1.00001983  =   1.00002392
 LX5184!SPC CT       -   1.00000409  x   0.99999490  =   0.99999899
 LX5184!UTM  18      -   1.00000409  x   1.00036085  =   1.00036494
 LX5184!UTM  19      -   1.00000409  x   1.00039445  =   1.00039854
 LX5184
 LX5184                          SUPERSEDED SURVEY CONTROL
 LX5184
 LX5184  NAD 83(1996)-  41 15 18.02575(N)    072 01 56.64221(W) AD(       ) 4
 LX5184  NAD 83(1992)-  41 15 18.02450(N)    072 01 56.64150(W) AD(       ) 4
 LX5184  NAD 83(1986)-  41 15 18.02572(N)    072 01 56.64706(W) AD(       ) 4
 LX5184  NAD 27      -  41 15 17.66800(N)    072 01 58.38100(W) AD(       ) 3
 LX5184
 LX5184.Superseded values are not recommended for survey control.
 LX5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5184.See file dsdata.txt to determine how the superseded data were derived.
 LX5184
 LX5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4863071314(NAD 83)
 LX5184_MARKER: I = METAL ROD
 LX5184_SETTING: 0 = UNSPECIFIED SETTING
 LX5184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5184
 LX5184  HISTORY     - Date     Condition        Report By
 LX5184  HISTORY     - 1940     MONUMENTED       CGS
 LX5184  HISTORY     - 1954     POOR             CGS
 LX5184  HISTORY     - 20011212 MARK NOT FOUND   USPSQD
 LX5184
 LX5184                          STATION DESCRIPTION
 LX5184
 LX5184'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5184'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5184'ON FISHERS ISLAND, AND IS THE CENTER OF THE INSTRUMENT HOUSED IN
 LX5184'THE UPPER ONE OF TWO FIRE CONTROL BUILDINGS STANDING ONE ABOVE THE
 LX5184'OTHER ON THE SMALL KNOLL W OF THE POST EXCHANGE AT THE W END OF
 LX5184'MILITARY ROAD.  STATION WAS NOT PERMANENTLY MARKED.  IT WAS
 LX5184'LOCATED BY ANGULAR MEASUREMENTS MADE FROM THREE POINTS OF A
 LX5184'MEASURED BASE TO A SLENDER ROD THAT HAD BEEN DRIVEN VERTICALLY
 LX5184'IN THE ROOF DIRECTLY OVER THE CENTER OF THE INSTRUMENT.
 LX5184'
 LX5184'THIS IS A TRAVERSE STATION.
 LX5184
 LX5184                          STATION RECOVERY (1954)
 LX5184
 LX5184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5184'STATION RECOVERED IN POOR CONDITION.  SLENDER ROD IS GONE, AND
 LX5184'INSTRUMENT PEDESTAL HAS BEEN REMOVED, BUT POSITION IS RECOVERABLE
 LX5184'AS THE CENTER OF FOUR BOLTS PROJECTING FROM THE CONCRETE
 LX5184'FLOOR.  ORIGINAL DESCRIPTION IS OTHERWISE ADEQUATE AND COMPLETE.
 LX5184
 LX5184                          STATION RECOVERY (2001)
 LX5184
 LX5184'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5184'THIS FIRE CONTROL BUILDING HAS BEEN CONVERTED INTO A MICROWAVE RELAY
 LX5184'STATION BY ATT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5286 ***********************************************************************
 LX5286  DESIGNATION -  CRF 2 DUTTON
 LX5286  PID         -  LX5286
 LX5286  STATE/COUNTY-  NY/SUFFOLK
 LX5286  USGS QUAD   -  NEW LONDON (1984)
 LX5286
 LX5286                         *CURRENT SURVEY CONTROL
 LX5286  ___________________________________________________________________
 LX5286* NAD 83(1996)-  41 15 22.32330(N)    072 00 33.99413(W)     ADJUSTED  
 LX5286* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LX5286  ___________________________________________________________________
 LX5286  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LX5286  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5286
 LX5286  HORZ ORDER  -  SECOND
 LX5286
 LX5286.This mark is at Elizabeth Field Airport (0B8)
 LX5286
 LX5286.The horizontal coordinates were established by classical geodetic methods
 LX5286.and adjusted by the National Geodetic Survey in January 1999..
 LX5286
 LX5286.The orthometric height was scaled from a topographic map.
 LX5286
 LX5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5286
 LX5286.The geoid height was determined by GEOID03.
 LX5286
 LX5286;                    North         East     Units Scale Factor Converg.
 LX5286;SPC NY L     -   122,887.945   466,814.693   MT  1.00001998   +1 18 07.2
 LX5286;SPC NY L     -   403,174.87  1,531,541.21   sFT  1.00001998   +1 18 07.2
 LX5286;SPC CT       -   199,628.731   366,864.554   MT  0.99999480   +0 29 27.7
 LX5286;SPC CT       -   654,948.59  1,203,621.46   sFT  0.99999480   +0 29 27.7
 LX5286;UTM  18      - 4,571,512.334   750,549.044   MT  1.00037264   +1 58 23.1
 LX5286;UTM  19      - 4,571,567.022   247,868.526   MT  1.00038244   -1 59 08.0
 LX5286
 LX5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5286!SPC NY L     -   0.99999986  x   1.00001998  =   1.00001984
 LX5286!SPC CT       -   0.99999986  x   0.99999480  =   0.99999466
 LX5286!UTM  18      -   0.99999986  x   1.00037264  =   1.00037250
 LX5286!UTM  19      -   0.99999986  x   1.00038244  =   1.00038230
 LX5286
 LX5286                          SUPERSEDED SURVEY CONTROL
 LX5286
 LX5286  NAD 83(1996)-  41 15 22.32332(N)    072 00 33.99418(W) AD(       ) 2
 LX5286  NAD 83(1992)-  41 15 22.32195(N)    072 00 33.99342(W) AD(       ) 2
 LX5286  NAD 83(1986)-  41 15 22.32324(N)    072 00 33.99903(W) AD(       ) 2
 LX5286  NAD 27      -  41 15 21.96600(N)    072 00 35.73400(W) AD(       ) 2
 LX5286
 LX5286.Superseded values are not recommended for survey control.
 LX5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5286.See file dsdata.txt to determine how the superseded data were derived.
 LX5286
 LX5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5054971512(NAD 83)
 LX5286_MARKER: Z = SEE DESCRIPTION
 LX5286_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX5286+WITH SETTING: PAVEMENT
 LX5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5286+STABILITY: SURFACE MOTION
 LX5286
 LX5286  HISTORY     - Date     Condition        Report By
 LX5286  HISTORY     - 1940     MONUMENTED       CGS
 LX5286  HISTORY     - 1954     GOOD             USGS
 LX5286
 LX5286                          STATION DESCRIPTION
 LX5286
 LX5286'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5286'STATION IS LOCATED ON FISHERS ISLAND, ON THE GOVERNMENT
 LX5286'RESERVATION OF FORT WRIGHT, ON THE SUMMIT OF MT. PROSPECT, AND
 LX5286'IS THE APPROXIMATE CENTER OF A SQUARE CONCRETE SLAB THAT IS ON
 LX5286'THE HIGHEST GROUND OF THE CREST OF MT. PROSPECT ON THE EARTH
 LX5286'MOUND SURROUNDING THE LARGEST AND HIGHEST FIRE CONTROL BUILDING,
 LX5286'SW OF THE SW CORNER OF THE BUILDING.  STATION IS MARKED BY A
 LX5286'PUNCH HOLE IN THE CENTER OF A 3/4-IN. BRASS RIVET SET IN A
 LX5286'DRILL HOLE FLUSH WITH THE SURFACE OF THE SLAB.  IT WAS LOCATED
 LX5286'BY TRAVERSE FROM STATION MT. PROSPECT 3.
 LX5286'
 LX5286'THIS IS A TRAVERSE STATION.
 LX5286
 LX5286                          STATION RECOVERY (1954)
 LX5286
 LX5286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX5286'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5286'ADEQUATE EXCEPT THAT A MOUND OF HIGHER GROUND HAS BEEN BUILT UP
 LX5286'TO THE S OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5554 ***********************************************************************
 LX5554  DESIGNATION -  CRF B 1 PLUS BC PALMER
 LX5554  PID         -  LX5554
 LX5554  STATE/COUNTY-  NY/SUFFOLK
 LX5554  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5554
 LX5554                         *CURRENT SURVEY CONTROL
 LX5554  ___________________________________________________________________
 LX5554* NAD 83(1996)-  41 12 07.41538(N)    072 07 07.43352(W)     ADJUSTED  
 LX5554* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5554  ___________________________________________________________________
 LX5554  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LX5554  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5554
 LX5554  HORZ ORDER  -  SECOND
 LX5554
 LX5554.The horizontal coordinates were established by classical geodetic methods
 LX5554.and adjusted by the National Geodetic Survey in January 1999..
 LX5554
 LX5554.The orthometric height was scaled from a topographic map.
 LX5554
 LX5554.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5554
 LX5554.The geoid height was determined by GEOID03.
 LX5554
 LX5554;                    North         East     Units Scale Factor Converg.
 LX5554;SPC NY L     -   116,674.001   457,786.544   MT  1.00001373   +1 13 49.8
 LX5554;SPC NY L     -   382,787.95  1,501,921.35   sFT  1.00001373   +1 13 49.8
 LX5554;SPC CT       -   193,543.385   357,749.486   MT  0.99999979   +0 25 06.8
 LX5554;SPC CT       -   634,983.59  1,173,716.44   sFT  0.99999979   +0 25 06.8
 LX5554;UTM  18      - 4,565,191.215   741,591.200   MT  1.00031839   +1 53 55.9
 LX5554
 LX5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5554!SPC NY L     -   1.00000363  x   1.00001373  =   1.00001736
 LX5554!SPC CT       -   1.00000363  x   0.99999979  =   1.00000342
 LX5554!UTM  18      -   1.00000363  x   1.00031839  =   1.00032203
 LX5554
 LX5554                          SUPERSEDED SURVEY CONTROL
 LX5554
 LX5554  NAD 83(1996)-  41 12 07.41542(N)    072 07 07.43361(W) AD(       ) 2
 LX5554  NAD 83(1992)-  41 12 07.41403(N)    072 07 07.43256(W) AD(       ) 2
 LX5554  NAD 83(1986)-  41 12 07.41563(N)    072 07 07.43837(W) AD(       ) 2
 LX5554  NAD 27      -  41 12 07.06100(N)    072 07 09.16000(W) AD(       ) 2
 LX5554
 LX5554.Superseded values are not recommended for survey control.
 LX5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5554.See file dsdata.txt to determine how the superseded data were derived.
 LX5554
 LX5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4159165191(NAD 83)
 LX5554_MARKER: DS = TRIANGULATION STATION DISK
 LX5554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5554+STABILITY: SURFACE MOTION
 LX5554
 LX5554  HISTORY     - Date     Condition        Report By
 LX5554  HISTORY     - 1940     MONUMENTED       CGS
 LX5554  HISTORY     - 1962     GOOD             CGS
 LX5554  HISTORY     - 20001231 GOOD             NGS
 LX5554
 LX5554                          STATION DESCRIPTION
 LX5554
 LX5554'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5554'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5554'MICHIE, ON GREAT GULL ISLAND, AND IS THE APPROXIMATE CENTER OF A
 LX5554'CYLINDRICAL CONCRETE FOUNDATION, ABOUT 4-FT. IN DIAMETER AND
 LX5554'18-IN. HIGH, WHICH IS THE APPROXIMATE CENTER OF THE FLAT CONCRETE
 LX5554'ROOF OF THE FIRE-CONTROL BUILDING.
 LX5554'
 LX5554'THE STATION IS MARKED BY A STANDARD TRIANGULATION-STATION DISK,
 LX5554'STAMPED CRF B1 AND BC PALMER 1940 AND SET IN A DRILL HOLE FLUSH
 LX5554'WITH THE SURFACE.
 LX5554'
 LX5554'LOCATED BY TRAVERSE FROM STATION DP PALMER.
 LX5554'
 LX5554'THIS IS A TRAVERSE STATION.
 LX5554
 LX5554                          STATION RECOVERY (1962)
 LX5554
 LX5554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5554'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 LX5554'FOLLOWS--
 LX5554'
 LX5554'THE STATION IS LOCATED ON GREAT GULL ISLAND AT THE WEST END OF
 LX5554'BLOCK ISLAND SOUND.  IT IS A STANDARD DISK STAMPED CRF B1 AND
 LX5554'BC PALMER AT CENTER OF THE ROOF OF THE TALL BUILDING NEAR THE
 LX5554'CENTER OF THE ISLAND.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 LX5554'A CONCRETE CYLINDER 4 FOOT IN DIAMETER AND 18 INCHES HIGH ATOP
 LX5554'THE ROOF.  THE BUILDING IS APPROXIMATELY 500 FEET SOUTH EAST OF
 LX5554'THE MOST NORTH EAST ONE OF THE TWO DOCKS ON THE NORTH WEST SIDE
 LX5554'OF ISLAND.
 LX5554
 LX5554                          STATION RECOVERY (2000)
 LX5554
 LX5554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5554'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5546 ***********************************************************************
 LX5546  DESIGNATION -  CRF BENJAMIN
 LX5546  PID         -  LX5546
 LX5546  STATE/COUNTY-  NY/SUFFOLK
 LX5546  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5546
 LX5546                         *CURRENT SURVEY CONTROL
 LX5546  ___________________________________________________________________
 LX5546* NAD 83(1996)-  41 12 12.35787(N)    072 07 00.72843(W)     ADJUSTED  
 LX5546* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5546  ___________________________________________________________________
 LX5546  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 LX5546  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5546
 LX5546  HORZ ORDER  -  SECOND
 LX5546
 LX5546.The horizontal coordinates were established by classical geodetic methods
 LX5546.and adjusted by the National Geodetic Survey in January 1999..
 LX5546
 LX5546.The orthometric height was scaled from a topographic map.
 LX5546
 LX5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5546
 LX5546.The geoid height was determined by GEOID03.
 LX5546
 LX5546;                    North         East     Units Scale Factor Converg.
 LX5546;SPC NY L     -   116,829.798   457,939.456   MT  1.00001388   +1 13 54.2
 LX5546;SPC NY L     -   383,299.10  1,502,423.03   sFT  1.00001388   +1 13 54.2
 LX5546;SPC CT       -   193,696.997   357,904.589   MT  0.99999966   +0 25 11.3
 LX5546;SPC CT       -   635,487.56  1,174,225.31   sFT  0.99999966   +0 25 11.3
 LX5546;UTM  18      - 4,565,348.832   741,742.331   MT  1.00031929   +1 54 00.5
 LX5546
 LX5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5546!SPC NY L     -   1.00000363  x   1.00001388  =   1.00001751
 LX5546!SPC CT       -   1.00000363  x   0.99999966  =   1.00000329
 LX5546!UTM  18      -   1.00000363  x   1.00031929  =   1.00032293
 LX5546
 LX5546                          SUPERSEDED SURVEY CONTROL
 LX5546
 LX5546  NAD 83(1996)-  41 12 12.35791(N)    072 07 00.72851(W) AD(       ) 2
 LX5546  NAD 83(1992)-  41 12 12.35652(N)    072 07 00.72746(W) AD(       ) 2
 LX5546  NAD 83(1986)-  41 12 12.35810(N)    072 07 00.73330(W) AD(       ) 2
 LX5546  NAD 27      -  41 12 12.00300(N)    072 07 02.45600(W) AD(       ) 2
 LX5546
 LX5546.Superseded values are not recommended for survey control.
 LX5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5546.See file dsdata.txt to determine how the superseded data were derived.
 LX5546
 LX5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4174265349(NAD 83)
 LX5546_MARKER: B = BOLT
 LX5546_SETTING: 0 = UNSPECIFIED SETTING
 LX5546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5546
 LX5546  HISTORY     - Date     Condition        Report By
 LX5546  HISTORY     - 1940     MONUMENTED       CGS
 LX5546
 LX5546                          STATION DESCRIPTION
 LX5546
 LX5546'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5546'THIS IS THE CENTER OF A 1/2-IN. COPPER BOLT WHICH IS IN THE CENTER
 LX5546'OF THE TOP OF THE CONCRETE ROOF OF THE OBSERVING STATION JUST E
 LX5546'OF BATTERY BENJAMIN, AT FORT MICHIE, ON GREAT GULL ISLAND.  THIS
 LX5546'POINT WAS LOCATED BY DIRECTION AND TRAVERSE FROM TRIANGULATION
 LX5546'STATION B1 DAVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5651 ***********************************************************************
 LX5651  DESIGNATION -  CRF BRADFORD
 LX5651  PID         -  LX5651
 LX5651  STATE/COUNTY-  NY/SUFFOLK
 LX5651  USGS QUAD   -  PLUM ISLAND (1954)
 LX5651
 LX5651                         *CURRENT SURVEY CONTROL
 LX5651  ___________________________________________________________________
 LX5651* NAD 83(1996)-  41 11 18.98725(N)    072 09 51.28823(W)     ADJUSTED  
 LX5651* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 LX5651  ___________________________________________________________________
 LX5651  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX5651  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5651
 LX5651  HORZ ORDER  -  SECOND
 LX5651
 LX5651.The horizontal coordinates were established by classical geodetic methods
 LX5651.and adjusted by the National Geodetic Survey in January 1999..
 LX5651
 LX5651.The orthometric height was scaled from a topographic map.
 LX5651
 LX5651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5651
 LX5651.The geoid height was determined by GEOID03.
 LX5651
 LX5651;                    North         East     Units Scale Factor Converg.
 LX5651;SPC NY L     -   115,099.339   454,000.946   MT  1.00001232   +1 12 02.6
 LX5651;SPC NY L     -   377,621.75  1,489,501.44   sFT  1.00001232   +1 12 02.6
 LX5651;SPC CT       -   192,022.558   353,941.998   MT  1.00000117   +0 23 18.2
 LX5651;SPC CT       -   629,994.01  1,161,224.71   sFT  1.00000117   +0 23 18.2
 LX5651;UTM  18      - 4,563,572.051   737,823.110   MT  1.00029615   +1 52 06.0
 LX5651
 LX5651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5651!SPC NY L     -   1.00000128  x   1.00001232  =   1.00001360
 LX5651!SPC CT       -   1.00000128  x   1.00000117  =   1.00000245
 LX5651!UTM  18      -   1.00000128  x   1.00029615  =   1.00029743
 LX5651
 LX5651                          SUPERSEDED SURVEY CONTROL
 LX5651
 LX5651  NAD 83(1996)-  41 11 18.98729(N)    072 09 51.28832(W) AD(       ) 2
 LX5651  NAD 83(1992)-  41 11 18.98587(N)    072 09 51.28731(W) AD(       ) 2
 LX5651  NAD 83(1986)-  41 11 18.98746(N)    072 09 51.29307(W) AD(       ) 2
 LX5651  NAD 27      -  41 11 18.63000(N)    072 09 53.01200(W) AD(       ) 2
 LX5651
 LX5651.Superseded values are not recommended for survey control.
 LX5651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5651.See file dsdata.txt to determine how the superseded data were derived.
 LX5651
 LX5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3782363572(NAD 83)
 LX5651_MARKER: Z = SEE DESCRIPTION
 LX5651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5651+STABILITY: SURFACE MOTION
 LX5651
 LX5651  HISTORY     - Date     Condition        Report By
 LX5651  HISTORY     - 1940     MONUMENTED       CGS
 LX5651
 LX5651                          STATION DESCRIPTION
 LX5651
 LX5651'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5651'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5651'TERRY, ON PLUM ISLAND, NEAR THE E END OF THE ISLAND, AND IS THE
 LX5651'VERTICAL AXIS OR PINTLE CENTER OF THE 9-FT. RANGE FINDER MOUNTED
 LX5651'ON THE 4-FT. CYLINDRICAL CONCRETE BASE SET IN THE CENTER OF WHAT
 LX5651'WAS FORMERLY THE EMPLACEMENT FOR GUN 2 OF ABANDONED BATTERY
 LX5651'KELLEY.  THE CENTER OF THE CONCRETE BASE WAS TRIANGULATION
 LX5651'STATION KELLEY, AND WAS ESTABLISHED BEFORE THE INSTALLATION OF
 LX5651'THE RANGE-FINDER.  THE CENTER OF THE RANGE-FINDER AND THE
 LX5651'CENTER OF THE BASE SHOULD ALMOST COINCIDE.  STATION KELLEY,
 LX5651'THOUGH RECOVERABLE, SHOULD BE CONSIDERED AS DESTROYED
 LX5651'SINCE IT CAN NOT BE OCCUPIED.
 LX5651'
 LX5651'LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX5651'
 LX5651'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5645 ***********************************************************************
 LX5645  DESIGNATION -  CRF DALLIBA
 LX5645  PID         -  LX5645
 LX5645  STATE/COUNTY-  NY/SUFFOLK
 LX5645  USGS QUAD   -  PLUM ISLAND (1954)
 LX5645
 LX5645                         *CURRENT SURVEY CONTROL
 LX5645  ___________________________________________________________________
 LX5645* NAD 83(1996)-  41 11 19.80224(N)    072 09 47.35109(W)     ADJUSTED  
 LX5645* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX5645  ___________________________________________________________________
 LX5645  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LX5645  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5645
 LX5645  HORZ ORDER  -  SECOND
 LX5645
 LX5645.The horizontal coordinates were established by classical geodetic methods
 LX5645.and adjusted by the National Geodetic Survey in January 1999..
 LX5645
 LX5645.The orthometric height was scaled from a topographic map.
 LX5645
 LX5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5645
 LX5645.The geoid height was determined by GEOID03.
 LX5645
 LX5645;                    North         East     Units Scale Factor Converg.
 LX5645;SPC NY L     -   115,126.399   454,092.152   MT  1.00001234   +1 12 05.2
 LX5645;SPC NY L     -   377,710.53  1,489,800.67   sFT  1.00001234   +1 12 05.2
 LX5645;SPC CT       -   192,048.322   354,033.577   MT  1.00000115   +0 23 20.8
 LX5645;SPC CT       -   630,078.54  1,161,525.16   sFT  1.00000115   +0 23 20.8
 LX5645;UTM  18      - 4,563,600.180   737,914.019   MT  1.00029668   +1 52 08.6
 LX5645
 LX5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5645!SPC NY L     -   1.00000175  x   1.00001234  =   1.00001409
 LX5645!SPC CT       -   1.00000175  x   1.00000115  =   1.00000290
 LX5645!UTM  18      -   1.00000175  x   1.00029668  =   1.00029843
 LX5645
 LX5645                          SUPERSEDED SURVEY CONTROL
 LX5645
 LX5645  NAD 83(1996)-  41 11 19.80228(N)    072 09 47.35118(W) AD(       ) 2
 LX5645  NAD 83(1992)-  41 11 19.80086(N)    072 09 47.35017(W) AD(       ) 2
 LX5645  NAD 83(1986)-  41 11 19.80245(N)    072 09 47.35595(W) AD(       ) 2
 LX5645  NAD 27      -  41 11 19.44500(N)    072 09 49.07600(W) AD(       ) 2
 LX5645
 LX5645.Superseded values are not recommended for survey control.
 LX5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5645.See file dsdata.txt to determine how the superseded data were derived.
 LX5645
 LX5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3791463600(NAD 83)
 LX5645_MARKER: Z = SEE DESCRIPTION
 LX5645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5645+STABILITY: SURFACE MOTION
 LX5645
 LX5645  HISTORY     - Date     Condition        Report By
 LX5645  HISTORY     - 1940     MONUMENTED       CGS
 LX5645
 LX5645                          STATION DESCRIPTION
 LX5645
 LX5645'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5645'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5645'TERRY, ON PLUM ISLAND, NEAR THE SE END OF THE ISLAND, AND IS
 LX5645'THE PINTLE CENTER OR VERTICAL AXIS OF THE RANGE FINDER THAT IS
 LX5645'MOUNTED ON THE 4-FT. SQUARE, AND 1-FT. HIGH, CONCRETE BASE THAT
 LX5645'SETS ON THE SLOPE ABOUT 100 YARDS BACK AND N OF BATTERY
 LX5645'DALLIBA.
 LX5645'
 LX5645'LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX5645'
 LX5645'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5199 ***********************************************************************
 LX5199  DESIGNATION -  CRF HOFFMAN
 LX5199  PID         -  LX5199
 LX5199  STATE/COUNTY-  NY/SUFFOLK
 LX5199  USGS QUAD   -  NEW LONDON (1984)
 LX5199
 LX5199                         *CURRENT SURVEY CONTROL
 LX5199  ___________________________________________________________________
 LX5199* NAD 83(1996)-  41 15 20.51983(N)    072 02 05.47420(W)     ADJUSTED  
 LX5199* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5199  ___________________________________________________________________
 LX5199  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LX5199  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5199
 LX5199  HORZ ORDER  -  SECOND
 LX5199
 LX5199.This mark is at Elizabeth Field Airport (0B8)
 LX5199
 LX5199.The horizontal coordinates were established by classical geodetic methods
 LX5199.and adjusted by the National Geodetic Survey in January 1999..
 LX5199
 LX5199.The orthometric height was scaled from a topographic map.
 LX5199
 LX5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5199
 LX5199.The geoid height was determined by GEOID03.
 LX5199
 LX5199;                    North         East     Units Scale Factor Converg.
 LX5199;SPC NY L     -   122,784.239   464,686.771   MT  1.00001991   +1 17 07.3
 LX5199;SPC NY L     -   402,834.62  1,524,559.85   sFT  1.00001991   +1 17 07.3
 LX5199;SPC CT       -   199,555.159   364,735.431   MT  0.99999484   +0 28 27.1
 LX5199;SPC CT       -   654,707.22  1,196,636.16   sFT  0.99999484   +0 28 27.1
 LX5199;UTM  18      - 4,571,383.671   748,421.747   MT  1.00035958   +1 57 22.6
 LX5199;UTM  19      - 4,571,585.526   245,737.372   MT  1.00039572   -2 00 08.3
 LX5199
 LX5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5199!SPC NY L     -   1.00000440  x   1.00001991  =   1.00002431
 LX5199!SPC CT       -   1.00000440  x   0.99999484  =   0.99999924
 LX5199!UTM  18      -   1.00000440  x   1.00035958  =   1.00036399
 LX5199!UTM  19      -   1.00000440  x   1.00039572  =   1.00040013
 LX5199
 LX5199                          SUPERSEDED SURVEY CONTROL
 LX5199
 LX5199  NAD 83(1996)-  41 15 20.51989(N)    072 02 05.47425(W) AD(       ) 2
 LX5199  NAD 83(1992)-  41 15 20.51865(N)    072 02 05.47353(W) AD(       ) 2
 LX5199  NAD 83(1986)-  41 15 20.51985(N)    072 02 05.47905(W) AD(       ) 2
 LX5199  NAD 27      -  41 15 20.16200(N)    072 02 07.21300(W) AD(       ) 2
 LX5199
 LX5199.Superseded values are not recommended for survey control.
 LX5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5199.See file dsdata.txt to determine how the superseded data were derived.
 LX5199
 LX5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4842271384(NAD 83)
 LX5199_MARKER: DS = TRIANGULATION STATION DISK
 LX5199_SETTING: 0 = UNSPECIFIED SETTING
 LX5199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5199
 LX5199  HISTORY     - Date     Condition        Report By
 LX5199  HISTORY     - 1940     MONUMENTED       CGS
 LX5199  HISTORY     - 1954     GOOD             CGS
 LX5199
 LX5199                          STATION DESCRIPTION
 LX5199
 LX5199'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5199'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5199'ON FISHERS ISLAND, AND IS THE CENTER OF THE INSTRUMENT HOUSED IN
 LX5199'THE LOW CONCRETE FIRE CONTROL BUILDING.  IT IS A STANDARD STATION
 LX5199'DISK, STAMPED CRF HOFFMAN 1940 AND SET IN A DRILL HOLE FLUSH
 LX5199'WITH THE SURFACE OF THE CONCRETE ROOF DIRECTLY OVER THE CENTER
 LX5199'OF THE INSTRUMENT.  IT WAS LOCATED BY TRAVERSE FROM STATION
 LX5199'BARLOW.
 LX5199'
 LX5199'THIS IS A TRAVERSE STATION.
 LX5199
 LX5199                          STATION RECOVERY (1954)
 LX5199
 LX5199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5199'STATION RECOVERED IN GOOD CONDITION.  THE BUILDING IS LOCATED
 LX5199'BETWEEN BATTERY HOFFMAN AND BATTERY HAMILTON, AND TO THE REAR,
 LX5199'AT FORT WRIGHT, ON FISHERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0341 ***********************************************************************
 LX0341  DESIGNATION -  CRF NORTH HILL
 LX0341  PID         -  LX0341
 LX0341  STATE/COUNTY-  NY/SUFFOLK
 LX0341  USGS QUAD   -  NEW LONDON (1984)
 LX0341
 LX0341                         *CURRENT SURVEY CONTROL
 LX0341  ___________________________________________________________________
 LX0341* NAD 83(1996)-  41 16 23.99854(N)    072 01 26.57412(W)     ADJUSTED  
 LX0341* LOCAL TIDAL -        16.859  (meters)      55.31   (feet)  ADJ UNCH  
 LX0341  ___________________________________________________________________
 LX0341  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LX0341  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 LX0341
 LX0341  HORZ ORDER  -  SECOND
 LX0341  VERT ORDER  -  SECOND    CLASS 0
 LX0341
 LX0341.The horizontal coordinates were established by classical geodetic methods
 LX0341.and adjusted by the National Geodetic Survey in January 1999..
 LX0341
 LX0341.The orthometric height was key entered from printed documents
 LX0341.and not key verified.
 LX0341
 LX0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0341
 LX0341.The geoid height was determined by GEOID03.
 LX0341
 LX0341;                    North         East     Units Scale Factor Converg.
 LX0341;SPC NY L     -   124,762.454   465,547.996   MT  1.00002214   +1 17 32.8
 LX0341;SPC NY L     -   409,324.82  1,527,385.38   sFT  1.00002214   +1 17 32.8
 LX0341;SPC CT       -   201,520.931   365,624.549   MT  0.99999341   +0 28 52.9
 LX0341;SPC CT       -   661,156.59  1,199,553.21   sFT  0.99999341   +0 28 52.9
 LX0341;UTM  18      - 4,573,372.518   749,260.022   MT  1.00036471   +1 57 50.8
 LX0341;UTM  19      - 4,573,511.804   246,711.001   MT  1.00038963   -1 59 45.2
 LX0341
 LX0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0341!SPC NY L     -   1.00000218  x   1.00002214  =   1.00002432
 LX0341!SPC CT       -   1.00000218  x   0.99999341  =   0.99999559
 LX0341!UTM  18      -   1.00000218  x   1.00036471  =   1.00036689
 LX0341!UTM  19      -   1.00000218  x   1.00038963  =   1.00039181
 LX0341
 LX0341                          SUPERSEDED SURVEY CONTROL
 LX0341
 LX0341  NAD 83(1996)-  41 16 23.99856(N)    072 01 26.57414(W) AD(       ) 2
 LX0341  NAD 83(1992)-  41 16 23.99723(N)    072 01 26.57332(W) AD(       ) 2
 LX0341  NAD 83(1986)-  41 16 23.99854(N)    072 01 26.57873(W) AD(       ) 2
 LX0341  NAD 27      -  41 16 23.64300(N)    072 01 28.31300(W) AD(       ) 2
 LX0341
 LX0341.Superseded values are not recommended for survey control.
 LX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0341.See file dsdata.txt to determine how the superseded data were derived.
 LX0341
 LX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4926073373(NAD 83)
 LX0341_MARKER: DS = TRIANGULATION STATION DISK
 LX0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0341_SP_SET: BUILDING
 LX0341_STAMPING: CRF NORTH HILL 1943
 LX0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0341
 LX0341  HISTORY     - Date     Condition        Report By
 LX0341  HISTORY     - 1943     MONUMENTED       CGS
 LX0341  HISTORY     - 1943     GOOD             CGS
 LX0341  HISTORY     - 1954     GOOD             USGS
 LX0341  HISTORY     - 1969     GOOD             USGS
 LX0341  HISTORY     - 1975     GOOD             USCG
 LX0341
 LX0341                          STATION DESCRIPTION
 LX0341
 LX0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX0341'STATION IS LOCATED ON NORTH HILL, ON FISHERS ISLAND, AND IS THE
 LX0341'PINTLE CENTER OF THE INSTRUMENT HOUSED IN THE CONCRETE FIRE
 LX0341'CONTROL BUILDING WHICH IS BACK OF BATTERY NORTH HILL, AND ABOUT
 LX0341'MIDWAY UP THE HILL.  IT IS A STANDARD DISK, STAMPED CRF NORTH
 LX0341'HILL 1943 AND SET IN A DRILL HOLE FLUSH WITH THE CONCRETE ROOF
 LX0341'OF THE FIRE CONTROL BUILDING DIRECTLY OVER THE CENTER OF THE
 LX0341'INSTRUMENT.  IT WAS LOCATED BY TRAVERSE FROM STATION NORTH
 LX0341'HILL.
 LX0341
 LX0341                          STATION RECOVERY (1943)
 LX0341
 LX0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LX0341'1.1 MI N FROM FISHERS ISLAND.
 LX0341'1.1 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LX0341'FISHERS ISLAND, SUFFOLK COUNTY, AT NORTH HILL, MIDWAY UP THE
 LX0341'HILL, BEHIND BATTERY NORTH HILL, AT A CONCRETE FIRE-CONTROL
 LX0341'BUILDING, AND IN THE ROOF DIRECTLY OVER THE CENTER OF THE
 LX0341'INSTRUMENT.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CRF
 LX0341'NORTH HILL 1943.  NOTE-- THIS STATION MARKS THE PINTLE CENTER
 LX0341'OF THE INSTRUMENT HOUSED IN THE FIRE-CONTROL BUILDING.
 LX0341
 LX0341                          STATION RECOVERY (1954)
 LX0341
 LX0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LFW)
 LX0341'STATION RECOVERED IN GOOD CONDITION.  INSTRUMENT PEDESTAL IS
 LX0341'GONE, BUT DISK IS IN PLACE.  ORIGINAL DESCRIPTION OTHERWISE
 LX0341'ADEQUATE AND COMPLETE.
 LX0341
 LX0341                          STATION RECOVERY (1969)
 LX0341
 LX0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (LFS)
 LX0341'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED, IN GOOD
 LX0341'CONDITION, ALTHOUGH THE SITE IS NOW ABANDONED.
 LX0341'
 LX0341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX0341'ON FISHERS ISLAND.
 LX0341
 LX0341                          STATION RECOVERY (1975)
 LX0341
 LX0341'RECOVERY NOTE BY US COAST GUARD 1975 (RM)
 LX0341'CRF NORTH HILL 1943 GOOD.
 LX0341'
 LX0341'DISTANCE AND DIRECTION FROM NEAREST TOWN--WENT BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4184 ***********************************************************************
 LX4184  DESIGNATION -  CRICKETT
 LX4184  PID         -  LX4184
 LX4184  STATE/COUNTY-  NY/ROCKLAND
 LX4184  USGS QUAD   -  HAVERSTRAW (1979)
 LX4184
 LX4184                         *CURRENT SURVEY CONTROL
 LX4184  ___________________________________________________________________
 LX4184* NAD 83(1996)-  41 14 34.51527(N)    073 59 47.73824(W)     ADJUSTED  
 LX4184* NAVD 88     -       117.2    (meters)     385.     (feet)  VERTCON   
 LX4184  ___________________________________________________________________
 LX4184  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 LX4184  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LX4184
 LX4184  HORZ ORDER  -  FIRST
 LX4184
 LX4184.The horizontal coordinates were established by classical geodetic methods
 LX4184.and adjusted by the National Geodetic Survey in January 1999..
 LX4184
 LX4184.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4184
 LX4184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4184
 LX4184.The geoid height was determined by GEOID03.
 LX4184
 LX4184;                    North         East     Units Scale Factor Converg.
 LX4184;SPC NY E     -   267,644.955   192,194.128   MT  0.99992190   +0 19 54.8
 LX4184;SPC NY E     -   878,098.49    630,556.90   sFT  0.99992190   +0 19 54.8
 LX4184;SPC NJ       -   267,644.955   192,194.128   MT  0.99992190   +0 19 54.8
 LX4184;SPC NJ       -   878,098.49    630,556.90   sFT  0.99992190   +0 19 54.8
 LX4184;UTM  18      - 4,566,209.538   584,077.966   MT  0.99968700   +0 39 41.5
 LX4184
 LX4184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4184!SPC NY E     -   0.99998655  x   0.99992190  =   0.99990845
 LX4184!SPC NJ       -   0.99998655  x   0.99992190  =   0.99990845
 LX4184!UTM  18      -   0.99998655  x   0.99968700  =   0.99967355
 LX4184
 LX4184|---------------------------------------------------------------------|
 LX4184| PID    Reference Object                     Distance      Geod. Az  |
 LX4184|                                                           dddmmss.s |
 LX4184| CB3906 CRICKETT RM 1                        21.837 METERS 03238     |
 LX4184| CB3907 CRICKETT RM 2                        22.434 METERS 16529     |
 LX4184| LX4201 NEW YORK STATE REHAB HOSP STK       APPROX. 3.2 KM 1694026.4 |
 LX4184| LX4185 NEW YORK STATE REHAB HOSP N TK      APPROX. 3.0 KM 1714145.8 |
 LX4184| LX4215 GARNERVILLE HOLDING CO TANK         APPROX. 4.0 KM 1731503.0 |
 LX4184| CB3908 CRICKETT RM 3 AZIMUTH                              25457     |
 LX4184|---------------------------------------------------------------------|
 LX4184
 LX4184                          SUPERSEDED SURVEY CONTROL
 LX4184
 LX4184  NAD 83(1996)-  41 14 34.51654(N)    073 59 47.73973(W) AD(       ) 1
 LX4184  NAD 83(1992)-  41 14 34.51648(N)    073 59 47.74024(W) AD(       ) 1
 LX4184  NAD 83(1986)-  41 14 34.51678(N)    073 59 47.74010(W) AD(       ) 1
 LX4184  NAD 27      -  41 14 34.17910(N)    073 59 49.23297(W) AD(       ) 1
 LX4184  NGVD 29 (07/19/86)  117.5    (m)          385.     (f) VERT ANG       
 LX4184
 LX4184.Superseded values are not recommended for survey control.
 LX4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4184.See file dsdata.txt to determine how the superseded data were derived.
 LX4184
 LX4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8407866210(NAD 83)
 LX4184_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4184
 LX4184  HISTORY     - Date     Condition        Report By
 LX4184  HISTORY     - 1964     MONUMENTED       CGS
 LX4184  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4184
 LX4184                          STATION DESCRIPTION
 LX4184
 LX4184'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LX4184'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF STONY POINT,
 LX4184'ABOUT 1 MILE WEST OF THE HUDSON RIVER, AND ON THE PROPERTY OF
 LX4184'MR. ALBON YOUNG.  IT IS 58 FEET NORTHWEST OF THE INTERSECTION
 LX4184'OF TWO DRIVEWAYS, 51 FEET NORTHEAST OF A POWER POLE, 32 FEET
 LX4184'SOUTHWEST OF A 10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 LX4184'SOUTH SIDE, 29 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 LX4184'16 FEET NORTHEAST OF A TWIN TRUNKED 6 INCH DOGWOOD TREE, AND
 LX4184'13 FEET NORTHWEST OF A 4 INCH EVERGREEN TREE.  THE MONUMENT IS
 LX4184'FLUSH AND THE DISK IS STAMPED CRICKETT 1964.
 LX4184'
 LX4184'TO REACH FROM THE POST OFFICE IN STONEY POINT, GO SOUTH ON
 LX4184'U.S. HIGHWAY 9W FOR 0.25 MILE TO A CROSSROAD AT A TRAFFIC
 LX4184'LIGHT.  TURN RIGHT AND GO WEST ON MAIN STREET FOR 0.4 MILE TO A
 LX4184'SIDE ROAD RIGHT, JUST AFTER CROSSING THE CREST OF THE RIDGE.  TURN
 LX4184'RIGHT AND GO EAST AND NORTHEAST ON A NARROW SURFACED ROAD FOR
 LX4184'0.2 MILE TO A CROSSROAD AT THE CREST OF THE RIDGE AND REFERENCE
 LX4184'MARK 3 ON THE LEFT.  TURN RIGHT AND EAST ON A GRAVELED ROAD
 LX4184'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 LX4184'
 LX4184'REFERENCE MARK 1 IS WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 LX4184'46 FEET NORTHEAST OF THE OAK TREE WITH THE TRIANGULAR BLAZE, AND
 LX4184'33 FEET SOUTHEAST OF AN 8 INCH DOGWOOD TREE.  THE BEDROCK PROJECTS
 LX4184'ABOUT 14 INCHES, THE DISK IS FLUSH AND IS STAMPED CRICKETT NO 1
 LX4184'1964.
 LX4184'
 LX4184'REFERENCE MARK 2 IS 94 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 LX4184'OF A BRICK HOUSE, 87 FEET SOUTHWEST OF THE OAK TREE WITH THE
 LX4184'TRIANGULAR BLAZE, 43 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 LX4184'ROAD, AND 17 FEET SOUTHWEST OF AN 8 INCH TREE.  THE OUTCROPPING
 LX4184'BEDROCK PROJECT 12 INCHES, THE DISK IS FLUSH, AND IS STAMPED
 LX4184'CRICKETT NO 2 1964.
 LX4184'
 LX4184'REFERENCE MARK 3 IS 146 FEET WEST-SOUTHWEST OF THE INTERSECTION
 LX4184'OF THE CROSSROAD, 65 FEET EAST OF THE NORTHEAST CORNER OF A
 LX4184'TWO-STORY FRAME HOUSE, 43 FEET SOUTH OF A POWER POLE, AND 35 FEET
 LX4184'SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE OUTCROPPING BEDROCK
 LX4184'PROJECTS 48 INCHES, THE DISK IS FLUSH AND IS STAMPED CRICKETT
 LX4184'NO 3 1964.
 LX4184'
 LX4184'R.M. 1 TO R.M. 2 IS 133.13 FEET.
 LX4184'
 LX4184'HEIGHT OF LIGHT ABOVE STATION MARK 22.65 METERS.
 LX4184
 LX4184                          STATION RECOVERY (1975)
 LX4184
 LX4184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4184'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION
 LX4184'IS BLOCKED BY TREES IN MOST DIRECTIONS EXCEPT FOR SOME OPENINGS TO
 LX4184'EAST ACROSS THE RIVER.
 LX4184'
 LX4184'THE 1964 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4184'
 LX4184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4184'1 MILE NORTHWEST OF STONY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1818 ***********************************************************************
 PH1818  DESIGNATION -  CROIL IS USLS
 PH1818  PID         -  PH1818
 PH1818  STATE/COUNTY-  NY/ST LAWRENCE
 PH1818  USGS QUAD   -  MASSENA (1964)
 PH1818
 PH1818                         *CURRENT SURVEY CONTROL
 PH1818  ___________________________________________________________________
 PH1818* NAD 83(1996)-  44 58 27.70151(N)    074 58 40.08113(W)     ADJUSTED  
 PH1818* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 PH1818  ___________________________________________________________________
 PH1818  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 PH1818  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 PH1818
 PH1818  HORZ ORDER  -  THIRD
 PH1818
 PH1818.The horizontal coordinates were established by classical geodetic methods
 PH1818.and adjusted by the National Geodetic Survey in January 1999..
 PH1818
 PH1818.The orthometric height was scaled from a topographic map.
 PH1818
 PH1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1818
 PH1818.The geoid height was determined by GEOID03.
 PH1818
 PH1818;                    North         East     Units Scale Factor Converg.
 PH1818;SPC NY E     -   682,136.320   112,313.928   MT  0.99991746   -0 20 15.8
 PH1818;SPC NY E     - 2,237,975.58    368,483.28   sFT  0.99991746   -0 20 15.8
 PH1818;UTM  18      - 4,980,102.537   501,750.455   MT  0.99960004   +0 00 56.5
 PH1818
 PH1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1818!SPC NY E     -   0.99999046  x   0.99991746  =   0.99990792
 PH1818!UTM  18      -   0.99999046  x   0.99960004  =   0.99959051
 PH1818
 PH1818:                Primary Azimuth Mark                     Grid Az
 PH1818:SPC NY E     -  REF MON 21                               029 19 03.1
 PH1818:UTM  18      -  REF MON 21                               028 57 50.8
 PH1818
 PH1818|---------------------------------------------------------------------|
 PH1818| PID    Reference Object                     Distance      Geod. Az  |
 PH1818|                                                           dddmmss.s |
 PH1818| PH1817 REF MON 21                          APPROX. 0.9 KM 0285847.3 |
 PH1818| PH2309 INGLESIDE W T IBC                   APPROX. 3.2 KM 3404501.5 |
 PH1818|---------------------------------------------------------------------|
 PH1818
 PH1818                          SUPERSEDED SURVEY CONTROL
 PH1818
 PH1818  NAD 83(1986)-  44 58 27.70411(N)    074 58 40.08527(W) AD(       ) 3
 PH1818  NAD 27      -  44 58 27.53900(N)    074 58 41.37700(W) AD(       ) 3
 PH1818
 PH1818.Superseded values are not recommended for survey control.
 PH1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1818.See file dsdata.txt to determine how the superseded data were derived.
 PH1818
 PH1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0175080103(NAD 83)
 PH1818_MARKER: DD = SURVEY DISK
 PH1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1818+STABILITY: SURFACE MOTION
 PH1818
 PH1818  HISTORY     - Date     Condition        Report By
 PH1818  HISTORY     - 1872     MONUMENTED       USLS
 PH1818  HISTORY     - 1954     GOOD             USLS
 PH1818  HISTORY     - 1959     GOOD             USLS
 PH1818
 PH1818                          STATION DESCRIPTION
 PH1818
 PH1818'DESCRIBED BY US LAKE SURVEY 1872
 PH1818'NEAR THE CENTER OF CROIL ISLAND, ON A LONG NARROW RIDGE AND
 PH1818'EQUIDISTANT FROM THE TWO HIGHEST POINTS ON THE RIDGE WHICH RISE ABOUT
 PH1818'8 FEET ABOVE THE SURROUNDING LAND.  IT IS ABOUT 80 FEET FROM THE EDGE
 PH1818'OF THE WOODS.  208.8 FEET BOULDER, THE LARGEST ONE IN THE WOODS
 PH1818'ADJACENT TO THE STATION, 3 - BY 1 - FOOT HIGH FLAT BOULDER, 352.3
 PH1818'FEET SOUTHWESTERLY OF A 3/4 - INCH DRILL HOLE IN A 5-1/2 - BY
 PH1818'7-1/2 - BY 3 - FOOT HIGH BOULDER IN A FIELD, 63 FEET WESTERLY OF A
 PH1818'31 - INCH MAPLE WITH A NAIL IN A BLAZE, 124.5 FEET SOUTH - EASTERLY
 PH1818'OF A 25 - INCH MAPLE WITH A NAIL IN A BLAZE, 92 FEET NORTH - EASTERLY
 PH1818'OF AN OAK NEAR THE EDGE OF THE WOODS WITH A NAIL IN A BLAZE.
 PH1818'
 PH1818'STATION MARK--A 1-1/4 - INCH DRILL HOLE, 1-1/2 INCHES DEEP IN A
 PH1818'10 - BY 10 - INCH LIMESTONE SET 3-1/2 FEET BELOW THE SURFACE OF SANDY
 PH1818'SOIL.
 PH1818
 PH1818                          STATION RECOVERY (1954)
 PH1818
 PH1818'RECOVERY NOTE BY US LAKE SURVEY 1954 (NWS)
 PH1818'IN 1954 A USLS DISK IN A 6 - INCH CYLINDER OF CONCRETE 30 INCHES IN
 PH1818'LENGTH WAS SET OVER THE OLD MARK FLUSH WITH THE SURFACE IN A SLIGHT
 PH1818'DEPRESSION.
 PH1818
 PH1818                          STATION RECOVERY (1959)
 PH1818
 PH1818'RECOVERY NOTE BY US LAKE SURVEY 1959 (WRH)
 PH1818'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4656 ***********************************************************************
 KV4656  DESIGNATION -  CROOKES
 KV4656  PID         -  KV4656
 KV4656  STATE/COUNTY-  NY/RICHMOND
 KV4656  USGS QUAD   -  ARTHUR KILL (1981)
 KV4656
 KV4656                         *CURRENT SURVEY CONTROL
 KV4656  ___________________________________________________________________
 KV4656* NAD 83(1996)-  40 31 53.16904(N)    074 08 12.75726(W)     ADJUSTED  
 KV4656* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KV4656  ___________________________________________________________________
 KV4656  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 KV4656  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4656
 KV4656  HORZ ORDER  -  SECOND
 KV4656
 KV4656.The horizontal coordinates were established by classical geodetic methods
 KV4656.and adjusted by the National Geodetic Survey in January 1999..
 KV4656
 KV4656.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4656
 KV4656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4656
 KV4656.The geoid height was determined by GEOID03.
 KV4656
 KV4656;                    North         East     Units Scale Factor Converg.
 KV4656;SPC NY L     -    40,514.922   288,402.545   MT  1.00001028   -0 05 22.3
 KV4656;SPC NY L     -   132,922.71    946,200.68   sFT  1.00001028   -0 05 22.3
 KV4656;SPC NJ       -   188,582.360   180,763.706   MT  0.99991165   +0 14 09.5
 KV4656;SPC NJ       -   618,707.29    593,055.59   sFT  0.99991165   +0 14 09.5
 KV4656;UTM  18      - 4,487,101.956   573,102.025   MT  0.99966578   +0 33 39.4
 KV4656
 KV4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4656!SPC NY L     -   1.00000439  x   1.00001028  =   1.00001467
 KV4656!SPC NJ       -   1.00000439  x   0.99991165  =   0.99991604
 KV4656!UTM  18      -   1.00000439  x   0.99966578  =   0.99967017
 KV4656
 KV4656|---------------------------------------------------------------------|
 KV4656| PID    Reference Object                     Distance      Geod. Az  |
 KV4656|                                                           dddmmss.s |
 KV4656| CB5813 CROOKES RM 2                         19.656 METERS 02957     |
 KV4656| CB5811 CROOKES AZ MK                                      0400111.8 |
 KV4656| CB5812 CROOKES RM 1                         18.915 METERS 10734     |
 KV4656|---------------------------------------------------------------------|
 KV4656
 KV4656                          SUPERSEDED SURVEY CONTROL
 KV4656
 KV4656  NAD 83(1986)-  40 31 53.16928(N)    074 08 12.75545(W) AD(       ) 2
 KV4656  NAD 27      -  40 31 52.78964(N)    074 08 14.24217(W) AD(       ) 2
 KV4656  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 KV4656
 KV4656.Superseded values are not recommended for survey control.
 KV4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4656.See file dsdata.txt to determine how the superseded data were derived.
 KV4656
 KV4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7310287102(NAD 83)
 KV4656_MARKER: DS = TRIANGULATION STATION DISK
 KV4656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4656
 KV4656  HISTORY     - Date     Condition        Report By
 KV4656  HISTORY     - 1962     MONUMENTED       CGS
 KV4656
 KV4656                          STATION DESCRIPTION
 KV4656
 KV4656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4656'THE STATION IS LOCATED ON STATEN ISLAND NEAR THE SOUTHWEST END OF
 KV4656'CROOKS POINT, IN GREAT KILLS PARK.  IT IS ABOUT 300 YARDS NORTHEAST
 KV4656'OF THE SOUTHWEST END OF CROOKS POINT, 5 FEET WEST OF A WITNESS POST
 KV4656'AND 35 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD. THE
 KV4656'MONUMENT PROJECT 5 INCHES AND THE DISK IS STAMPED---CROOKES 1962---.
 KV4656'
 KV4656'TO REACH FROM THE TRAFFIC CIRCLE JUST EAST OF THE OUTERBRIDGE
 KV4656'CROSSING ON STATEN ISLAND, GO SOUTH ON PAGE AVENUE FOR 1.25 MILES TO
 KV4656'HYLAN BOULEVARD.  TURN LEFT AND GO NORTHEAST ON HYLAN BOULEVARD FOR
 KV4656'6.1 MILES TO BUFFALO STREET AND ENTRANCE TO GREAT KILLS PARK.  TURN
 KV4656'RIGHT AND GO SOUTHEAST ON BUFFALO STREET FOR 0.8 MILE TO A ROAD FORK.
 KV4656'TAKE RIGHT FORK FOR 0.1 MILE TO A TOLL HOUSE AT NORTH END OF A LARGE
 KV4656'PARKING LOT.  GO SOUTH ACROSS PARKING LOT FOR 0.2 MILE TO A PAVED
 KV4656'ROAD AT THE SOUTHEAST EDGE OF THE PARKING LOT.  GO EAST AND SOUTH ON
 KV4656'THE PAVED ROAD FOR 0.5 MILE TO ANOTHER PARKING LOT AND A MARINA.
 KV4656'TURN LEFT AND GO EAST ABOUT 150 FEET TO A GRAVELED ROAD LEADING
 KV4656'SOUTHWEST.  TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED ROAD ABOUT
 KV4656'100 FEET TO THE AZIMUTH ON THE LEFT.  CONTINUE SOUTHWEST ON THE
 KV4656'GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 KV4656'
 KV4656'REFERENCE MARK 1 IS 26 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 KV4656'ROAD AND 57 FEET EAST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4
 KV4656'INCHES AND THE DISK IS STAMPED---CROOKES NO 1 1962---.
 KV4656'
 KV4656'REFERENCE MARK 2 IS 38 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 KV4656'ROAD AND 63 FEET NORTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 8
 KV4656'INCHES AND THE DISK IS STAMPED---CROOKES NO 2 1962---.
 KV4656'
 KV4656'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST, 27 FEET EAST OF
 KV4656'THE CENTERLINE OF A GRAVELED ROAD, 73 FEET SOUTH OF THE EAST EDGE OF
 KV4656'A PAVED PARKING LOT AND 103 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KV4656'OF A BUILDING.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KV4656'STAMPED---CROOKES 1962---.
 KV4656'
 KV4656'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1423 ***********************************************************************
 PH1423  DESIGNATION -  CROP
 PH1423  PID         -  PH1423
 PH1423  STATE/COUNTY-  NY/ST LAWRENCE
 PH1423  USGS QUAD   -  MORRISTOWN (1982)
 PH1423
 PH1423                         *CURRENT SURVEY CONTROL
 PH1423  ___________________________________________________________________
 PH1423* NAD 83(1986)-  44 32 26.     (N)    075 41 17.     (W)     SCALED    
 PH1423* NAVD 88     -       117.823  (meters)     386.56   (feet)  ADJUSTED  
 PH1423  ___________________________________________________________________
 PH1423  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 PH1423  DYNAMIC HT  -         117.812 (meters)     386.52  (feet)  COMP
 PH1423  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 PH1423
 PH1423  VERT ORDER  -  FIRST     CLASS 0
 PH1423
 PH1423.The horizontal coordinates were scaled from a topographic map and have
 PH1423.an estimated accuracy of +/- 6 seconds.
 PH1423
 PH1423.The orthometric height was determined by differential leveling
 PH1423.and adjusted by the National Geodetic Survey in June 1991..
 PH1423
 PH1423.The geoid height was determined by GEOID03.
 PH1423
 PH1423.The dynamic height is computed by dividing the NAVD 88
 PH1423.geopotential number by the normal gravity value computed on the
 PH1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1423.degrees latitude (g = 980.6199 gals.).
 PH1423
 PH1423.The modeled gravity was interpolated from observed gravity values.
 PH1423
 PH1423;                    North         East    Units  Estimated Accuracy
 PH1423;SPC NY E     -   634,510.       55,590.      MT  (+/- 180 meters Scaled)
 PH1423
 PH1423                          SUPERSEDED SURVEY CONTROL
 PH1423
 PH1423  NGVD 29 (??/??/92)  117.94   (m)          386.9    (f) COMPUTED    1 0
 PH1423
 PH1423.Superseded values are not recommended for survey control.
 PH1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1423.See file dsdata.txt to determine how the superseded data were derived.
 PH1423
 PH1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ453321(NAD 83)
 PH1423_MARKER: DB = BENCH MARK DISK
 PH1423_SETTING: 66 = SET IN ROCK OUTCROP
 PH1423_SP_SET: BEDROCK
 PH1423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1423+STABILITY: POSITION/ELEVATION WELL
 PH1423
 PH1423  HISTORY     - Date     Condition        Report By
 PH1423  HISTORY     - UNK      MONUMENTED       USLS
 PH1423  HISTORY     - 1969     GOOD             USLS
 PH1423
 PH1423                          STATION DESCRIPTION
 PH1423
 PH1423'DESCRIBED BY US LAKE SURVEY 1969
 PH1423'3.4 MI NE FROM OAK POINT VILLAGE.
 PH1423'IS IN ST. LAWRENCE COUNTY, NEW YORK, 3.7 MILES NORTHEAST OF
 PH1423'INTERSECTION OF OAK POINT RD. AND RIVER RD. (WHICH BECOMES OAK POINT
 PH1423'RD AT TOWNSHIP LINE), 453 FEET SOUTHWEST OF CENTERLINE OF WORDEN ROAD,
 PH1423'28 FEET NORTHEAST OF A NORTH-SOUTH FENCE LINE, 27.0 FEET SOUTH OF
 PH1423'CENTERLINE OF OAK POINT ROAD, 4.5 FEET FROM A EAST-WEST FENCE LINE,
 PH1423'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 PH1423'EXPOSED OUTCROPPING OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3847 ***********************************************************************
 LX3847  DESIGNATION -  CROSBY
 LX3847  PID         -  LX3847
 LX3847  STATE/COUNTY-  NY/WESTCHESTER
 LX3847  USGS QUAD   -  CROTON FALLS (1981)
 LX3847
 LX3847                         *CURRENT SURVEY CONTROL
 LX3847  ___________________________________________________________________
 LX3847* NAD 83(1996)-  41 20 24.57440(N)    073 38 44.95244(W)     ADJUSTED  
 LX3847* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 LX3847  ___________________________________________________________________
 LX3847  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 LX3847  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX3847
 LX3847  HORZ ORDER  -  FIRST
 LX3847
 LX3847.The horizontal coordinates were established by classical geodetic methods
 LX3847.and adjusted by the National Geodetic Survey in January 1999..
 LX3847
 LX3847.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3847
 LX3847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3847
 LX3847.The geoid height was determined by GEOID03.
 LX3847
 LX3847;                    North         East     Units Scale Factor Converg.
 LX3847;SPC NY E     -   278,672.955   221,489.029   MT  0.99996288   +0 33 51.2
 LX3847;SPC NY E     -   914,279.52    726,668.59   sFT  0.99996288   +0 33 51.2
 LX3847;UTM  18      - 4,577,403.617   613,302.436   MT  0.99975799   +0 53 40.4
 LX3847
 LX3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3847!SPC NY E     -   0.99997099  x   0.99996288  =   0.99993387
 LX3847!UTM  18      -   0.99997099  x   0.99975799  =   0.99972899
 LX3847
 LX3847|---------------------------------------------------------------------|
 LX3847| PID    Reference Object                     Distance      Geod. Az  |
 LX3847|                                                           dddmmss.s |
 LX3847| CB3910 CROSBY RM 2                          28.433 METERS 04158     |
 LX3847| LX3842 WATERMELON 2                        APPROX. 6.9 KM 2934144.2 |
 LX3847| CB3909 CROSBY RM 1                          14.655 METERS 34435     |
 LX3847|---------------------------------------------------------------------|
 LX3847
 LX3847                          SUPERSEDED SURVEY CONTROL
 LX3847
 LX3847  NAD 83(1996)-  41 20 24.57506(N)    073 38 44.95248(W) AD(       ) 1
 LX3847  NAD 83(1992)-  41 20 24.57448(N)    073 38 44.95225(W) AD(       ) 1
 LX3847  NAD 83(1986)-  41 20 24.57614(N)    073 38 44.95363(W) AD(       ) 1
 LX3847  NAD 27      -  41 20 24.23681(N)    073 38 46.48639(W) AD(       ) 1
 LX3847  NGVD 29 (07/19/86)  215.5    (m)          707.     (f) VERT ANG       
 LX3847
 LX3847.Superseded values are not recommended for survey control.
 LX3847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3847.See file dsdata.txt to determine how the superseded data were derived.
 LX3847
 LX3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1330277404(NAD 83)
 LX3847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3847
 LX3847  HISTORY     - Date     Condition        Report By
 LX3847  HISTORY     - 1966     MONUMENTED       CGS
 LX3847  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX3847
 LX3847                          STATION DESCRIPTION
 LX3847
 LX3847'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3847'THE STATION IS LOCATED IN THE TOWN OF NORTH SALEM ON THE
 LX3847'PROPERTY MR. AND MRS FRED W. SCULTZ, ABOUT 1.1 MILES SOUTH OF
 LX3847'THE WESTCHESTER-PUTNAM COUNTY LINE, 1 MILE NORTHEAST OF PURDY
 LX3847'STATION AND 1 MILE SOUTHEAST OF CROTON FALLS.
 LX3847'
 LX3847'TO REACH THE STATION FROM THE FIRE DEPARTMENT BUILDING IN
 LX3847'CROTON FALLS, GO EAST AND SOUTH ON U.S. HIGHWAY 22 FOR 0.65
 LX3847'MILE TO A FORK, KEEP LEFT ON A SERVICE ROAD AND GO NORTH FOR
 LX3847'0.4 MILE TO AN OVERPASS OVER U.S. HIGHWAY 22.  CONTINUE EAST FOR
 LX3847'0.3 MILE TO CROSBY ROAD RIGHT, TURN RIGHT, SOUTH, UPHILL AND GO
 LX3847'0.55 MILE TO THE STATION AND HOUSE ON THE LEFT JUST BEFORE
 LX3847'REACHING END OF THE ROAD.
 LX3847'
 LX3847'THE STATION MARK IS A STANDARD DISK STAMPED CROSBY 1966, SET
 LX3847'IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 LX3847'FLUSH WITH THE GROUND.  IT IS 77.0 FEET NORTHWEST OF THE CENTER
 LX3847'OF DOOR-WAY TO STONE HOUSE, 70.0 FEET WEST OF THE NORTHWEST
 LX3847'CORNER OF THE HOUSE, 72 FEET WEST-SOUTHWEST OF THE CENTER OF A
 LX3847'DRIVEWAY AND 36 FEET SOUTHEAST OF THE CENTER OF CROSBY ROAD.
 LX3847'
 LX3847'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CROSBY NO 1
 LX3847'1966 CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS 1
 LX3847'FOOT ABOVE THE GROUND ON THE WEST SIDE.  IT IS 53 FEET WEST OF
 LX3847'THE JUNCTION OF THE DRIVEWAY AND CROSBY ROAD, 12 FEET
 LX3847'NORTH-NORTHWEST OF THE CENTER OF CROSBY ROAD AND 4 FEET SOUTH OF
 LX3847'A WOVEN WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE STATION
 LX3847'MARK.
 LX3847'
 LX3847'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CROSBY NO 2
 LX3847'1966 CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS 1
 LX3847'FOOT ABOVE THE GROUND ON THE EAST SIDE.  IT IS 22 FEET NORTHEAST
 LX3847'OF THE CENTER OF THE DRIVEWAY, 19 FEET SOUTHEAST OF THE CENTER
 LX3847'OF CROSBY ROAD, 4.8 FEET NORTH OF A 12-INCH TREE, 2.0 FEET
 LX3847'SOUTHEAST OF A 10-INCH TREE, AND ABOUT 1 FOOT LOWER THAN THE
 LX3847'STATION MARK.
 LX3847'
 LX3847'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 LX3847
 LX3847                          STATION RECOVERY (1975)
 LX3847
 LX3847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX3847'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AS
 LX3847'DESCRIBED IN 1966.  DISTANCE AND ANGLES TO REFERENCE MARKS
 LX3847'WERE NOT CHECKED.  AREA TO EAST-SOUTHEAST FROM STATION IS
 LX3847'BLOCKED BY TREES AND A HOUSE.  REMAINING AREAS ARE CONSIDERABLY
 LX3847'OBSTRUCTED BY BRUSH AND SCATTERED TREES.
 LX3847'
 LX3847'TO REACH STATION FROM THE CROTON FALLS FIRE DEPT. BUILDING, GO
 LX3847'EAST AND SOUTH ON NY RTE. 22 FOR 0.4 MILE TO JUNCTION WITH
 LX3847'U.S. HIGHWAY I-684.  CONTINUE AHEAD ON I-684 FOR 0.4 MILE.  TURN
 LX3847'RIGHT ON CROSBY ST. AND GO UPHILL, SOUTHERLY, FOR 0.55 MILE TO
 LX3847'STATION ON LEFT.
 LX3847'
 LX3847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3847'1 MILE SOUTHEAST OF CROTON FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3867 ***********************************************************************
 LX3867  DESIGNATION -  CROSBY AZ 2
 LX3867  PID         -  LX3867
 LX3867  STATE/COUNTY-  NY/WESTCHESTER
 LX3867  USGS QUAD   -  CROTON FALLS (1981)
 LX3867
 LX3867                         *CURRENT SURVEY CONTROL
 LX3867  ___________________________________________________________________
 LX3867* NAD 83(1996)-  41 20 49.78611(N)    073 39 02.99827(W)     ADJUSTED  
 LX3867* NAVD 88     -       106.     (meters)     348.     (feet)  VERTCON   
 LX3867  ___________________________________________________________________
 LX3867  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 LX3867  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX3867
 LX3867  HORZ ORDER  -  SECOND
 LX3867
 LX3867.The horizontal coordinates were established by classical geodetic methods
 LX3867.and adjusted by the National Geodetic Survey in January 1999..
 LX3867
 LX3867.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3867
 LX3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3867
 LX3867.The geoid height was determined by GEOID03.
 LX3867
 LX3867;                    North         East     Units Scale Factor Converg.
 LX3867;SPC NY E     -   279,446.554   221,061.879   MT  0.99996213   +0 33 39.6
 LX3867;SPC NY E     -   916,817.57    725,267.18   sFT  0.99996213   +0 33 39.6
 LX3867;UTM  18      - 4,578,174.582   612,870.922   MT  0.99975679   +0 53 29.0
 LX3867
 LX3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3867!SPC NY E     -   0.99998817  x   0.99996213  =   0.99995030
 LX3867!UTM  18      -   0.99998817  x   0.99975679  =   0.99974496
 LX3867
 LX3867                          SUPERSEDED SURVEY CONTROL
 LX3867
 LX3867  NAD 83(1996)-  41 20 49.78679(N)    073 39 02.99825(W) AD(       ) 2
 LX3867  NAD 83(1992)-  41 20 49.78622(N)    073 39 02.99802(W) AD(       ) 2
 LX3867  NAD 83(1986)-  41 20 49.78794(N)    073 39 02.99954(W) AD(       ) 2
 LX3867  NAD 27      -  41 20 49.45204(N)    073 39 04.53382(W) AD(       ) 2
 LX3867  NGVD 29 (07/19/86)  106.     (m)          348.     (f) VERT ANG       
 LX3867
 LX3867.Superseded values are not recommended for survey control.
 LX3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3867.See file dsdata.txt to determine how the superseded data were derived.
 LX3867
 LX3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1287178175(NAD 83)
 LX3867_MARKER: Z = SEE DESCRIPTION
 LX3867_SETTING: 0 = UNSPECIFIED SETTING
 LX3867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3867
 LX3867  HISTORY     - Date     Condition        Report By
 LX3867  HISTORY     - 1966     MONUMENTED       NY-119
 LX3867
 LX3867                          STATION DESCRIPTION
 LX3867
 LX3867'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX3867'POSITION DETERMINED BY TRAVERSE FROM STATION CROSBY 1966
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2059 ***********************************************************************
 NB2059  DESIGNATION -  CROSS
 NB2059  PID         -  NB2059
 NB2059  STATE/COUNTY-  NY/MONROE
 NB2059  USGS QUAD   -  CALEDONIA (1976)
 NB2059
 NB2059                         *CURRENT SURVEY CONTROL
 NB2059  ___________________________________________________________________
 NB2059* NAD 83(1996)-  42 59 25.51765(N)    077 48 33.23347(W)     ADJUSTED  
 NB2059* NAVD 88     -       215.0    (meters)     705.     (feet)  VERTCON   
 NB2059  ___________________________________________________________________
 NB2059  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 NB2059  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NB2059
 NB2059  HORZ ORDER  -  SECOND
 NB2059
 NB2059.The horizontal coordinates were established by classical geodetic methods
 NB2059.and adjusted by the National Geodetic Survey in January 1999..
 NB2059
 NB2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2059
 NB2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2059
 NB2059.The geoid height was determined by GEOID03.
 NB2059
 NB2059;                    North         East     Units Scale Factor Converg.
 NB2059;SPC NY W     -   332,396.793   413,127.008   MT  0.99998651   +0 31 40.3
 NB2059;SPC NY W     - 1,090,538.48  1,355,400.86   sFT  0.99998651   +0 31 40.3
 NB2059;UTM  18      - 4,763,581.062   270,982.029   MT  1.00024528   -1 54 59.0
 NB2059
 NB2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2059!SPC NY W     -   0.99997173  x   0.99998651  =   0.99995824
 NB2059!UTM  18      -   0.99997173  x   1.00024528  =   1.00021701
 NB2059
 NB2059|---------------------------------------------------------------------|
 NB2059| PID    Reference Object                     Distance      Geod. Az  |
 NB2059|                                                           dddmmss.s |
 NB2059| NB2058 HUB                                 188.910 METERS 08748     |
 NB2059| NB2057 CLM WRIGHT                          320.538 METERS 14230     |
 NB2059|---------------------------------------------------------------------|
 NB2059
 NB2059                          SUPERSEDED SURVEY CONTROL
 NB2059
 NB2059  NAD 83(1986)-  42 59 25.52462(N)    077 48 33.23111(W) AD(       ) 2
 NB2059  NAD 27      -  42 59 25.30074(N)    077 48 34.20794(W) AD(       ) 2
 NB2059  NGVD 29 (07/19/86)  215.2    (m)          706.     (f) VERT ANG       
 NB2059
 NB2059.Superseded values are not recommended for survey control.
 NB2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2059.See file dsdata.txt to determine how the superseded data were derived.
 NB2059
 NB2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7098263581(NAD 83)
 NB2059_MARKER: W = UNMONUMENTED
 NB2059_SETTING: 80 = SET IN A BOULDER
 NB2059_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2059
 NB2059  HISTORY     - Date     Condition        Report By
 NB2059  HISTORY     - 1977     MONUMENTED       NY-055
 NB2059
 NB2059                          STATION DESCRIPTION
 NB2059
 NB2059'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2059'STATION IS A TEMPORARY POINT NOT EXPECTED TO BE RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2065 ***********************************************************************
 NB2065  DESIGNATION -  CROSS 1
 NB2065  PID         -  NB2065
 NB2065  STATE/COUNTY-  NY/MONROE
 NB2065  USGS QUAD   -  CALEDONIA (1976)
 NB2065
 NB2065                         *CURRENT SURVEY CONTROL
 NB2065  ___________________________________________________________________
 NB2065* NAD 83(1996)-  42 59 24.56996(N)    077 46 55.93502(W)     ADJUSTED  
 NB2065* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 NB2065  ___________________________________________________________________
 NB2065  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NB2065  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NB2065
 NB2065  HORZ ORDER  -  SECOND
 NB2065
 NB2065.The horizontal coordinates were established by classical geodetic methods
 NB2065.and adjusted by the National Geodetic Survey in January 1999..
 NB2065
 NB2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2065
 NB2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2065
 NB2065.The geoid height was determined by GEOID03.
 NB2065
 NB2065;                    North         East     Units Scale Factor Converg.
 NB2065;SPC NY W     -   332,388.210   415,331.342   MT  0.99998999   +0 32 46.6
 NB2065;SPC NY W     - 1,090,510.32  1,362,632.91   sFT  0.99998999   +0 32 46.6
 NB2065;UTM  18      - 4,763,478.454   273,184.545   MT  1.00023293   -1 53 52.5
 NB2065
 NB2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2065!SPC NY W     -   0.99997314  x   0.99998999  =   0.99996313
 NB2065!UTM  18      -   0.99997314  x   1.00023293  =   1.00020606
 NB2065
 NB2065|---------------------------------------------------------------------|
 NB2065| PID    Reference Object                     Distance      Geod. Az  |
 NB2065|                                                           dddmmss.s |
 NB2065| NB2064 CROSS 2                               2.429 METERS 09307     |
 NB2065| NB2066 PK 2                                APPROX. 0.5 KM 2712701.0 |
 NB2065|---------------------------------------------------------------------|
 NB2065
 NB2065                          SUPERSEDED SURVEY CONTROL
 NB2065
 NB2065  NAD 83(1986)-  42 59 24.57701(N)    077 46 55.93260(W) AD(       ) 2
 NB2065  NAD 27      -  42 59 24.35291(N)    077 46 56.91213(W) AD(       ) 2
 NB2065  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 NB2065
 NB2065.Superseded values are not recommended for survey control.
 NB2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2065.See file dsdata.txt to determine how the superseded data were derived.
 NB2065
 NB2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7318563478(NAD 83)
 NB2065_MARKER: W = UNMONUMENTED
 NB2065_SETTING: 0 = UNSPECIFIED SETTING
 NB2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2065
 NB2065  HISTORY     - Date     Condition        Report By
 NB2065  HISTORY     - 1977     MONUMENTED       NY-055
 NB2065
 NB2065                          STATION DESCRIPTION
 NB2065
 NB2065'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2065'STATION IS A TEMPORARY POINT NOT EXPECTED TO BE RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2064 ***********************************************************************
 NB2064  DESIGNATION -  CROSS 2
 NB2064  PID         -  NB2064
 NB2064  STATE/COUNTY-  NY/MONROE
 NB2064  USGS QUAD   -  CALEDONIA (1976)
 NB2064
 NB2064                         *CURRENT SURVEY CONTROL
 NB2064  ___________________________________________________________________
 NB2064* NAD 83(1996)-  42 59 24.56569(N)    077 46 55.82796(W)     ADJUSTED  
 NB2064* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 NB2064  ___________________________________________________________________
 NB2064  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NB2064  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NB2064
 NB2064  HORZ ORDER  -  SECOND
 NB2064
 NB2064.The horizontal coordinates were established by classical geodetic methods
 NB2064.and adjusted by the National Geodetic Survey in January 1999..
 NB2064
 NB2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2064
 NB2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2064
 NB2064.The geoid height was determined by GEOID03.
 NB2064
 NB2064;                    North         East     Units Scale Factor Converg.
 NB2064;SPC NY W     -   332,388.102   415,333.768   MT  0.99998999   +0 32 46.7
 NB2064;SPC NY W     - 1,090,509.96  1,362,640.87   sFT  0.99998999   +0 32 46.7
 NB2064;UTM  18      - 4,763,478.242   273,186.965   MT  1.00023291   -1 53 52.4
 NB2064
 NB2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2064!SPC NY W     -   0.99997314  x   0.99998999  =   0.99996313
 NB2064!UTM  18      -   0.99997314  x   1.00023291  =   1.00020604
 NB2064
 NB2064:                Primary Azimuth Mark                     Grid Az
 NB2064:SPC NY W     -  PK 2                                     270 54 43.2
 NB2064:UTM  18      -  PK 2                                     273 21 22.3
 NB2064
 NB2064|---------------------------------------------------------------------|
 NB2064| PID    Reference Object                     Distance      Geod. Az  |
 NB2064|                                                           dddmmss.s |
 NB2064| NB2066 PK 2                                APPROX. 0.5 KM 2712729.9 |
 NB2064|---------------------------------------------------------------------|
 NB2064
 NB2064                          SUPERSEDED SURVEY CONTROL
 NB2064
 NB2064  NAD 83(1986)-  42 59 24.57274(N)    077 46 55.82559(W) AD(       ) 2
 NB2064  NAD 27      -  42 59 24.34864(N)    077 46 56.80507(W) AD(       ) 2
 NB2064  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 NB2064
 NB2064.Superseded values are not recommended for survey control.
 NB2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2064.See file dsdata.txt to determine how the superseded data were derived.
 NB2064
 NB2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7318763478(NAD 83)
 NB2064_MARKER: W = UNMONUMENTED
 NB2064_SETTING: 0 = UNSPECIFIED SETTING
 NB2064_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2064
 NB2064  HISTORY     - Date     Condition        Report By
 NB2064  HISTORY     - 1977     MONUMENTED       NY-055
 NB2064
 NB2064                          STATION DESCRIPTION
 NB2064
 NB2064'DESCRIBED BY MONROE COUNTY NEW YORK 1977 (JEG)
 NB2064'STATION IS A TEMPORARY POINT NOT EXPECTED TO BE RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2546 ***********************************************************************
 MZ2546  DESIGNATION -  CROSS OVER LIGHT
 MZ2546  PID         -  MZ2546
 MZ2546  STATE/COUNTY-  NY/ALBANY
 MZ2546  USGS QUAD   -  DELMAR (1980)
 MZ2546
 MZ2546                         *CURRENT SURVEY CONTROL
 MZ2546  ___________________________________________________________________
 MZ2546* NAD 83(1996)-  42 36 49.23391(N)    073 45 43.72265(W)     ADJUSTED  
 MZ2546* NAVD 88     -                                                        
 MZ2546  ___________________________________________________________________
 MZ2546  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MZ2546  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 MZ2546
 MZ2546  HORZ ORDER  -  THIRD
 MZ2546
 MZ2546.The horizontal coordinates were established by classical geodetic methods
 MZ2546.and adjusted by the National Geodetic Survey in January 1999..
 MZ2546
 MZ2546
 MZ2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2546
 MZ2546.The geoid height was determined by GEOID03.
 MZ2546
 MZ2546;                    North         East     Units Scale Factor Converg.
 MZ2546;SPC NY E     -   420,023.819   210,535.043   MT  0.99994507   +0 29 58.5
 MZ2546;SPC NY E     - 1,378,028.15    690,730.39   sFT  0.99994507   +0 29 58.5
 MZ2546;UTM  18      - 4,718,658.229   601,525.978   MT  0.99972681   +0 50 17.4
 MZ2546
 MZ2546                          SUPERSEDED SURVEY CONTROL
 MZ2546
 MZ2546  NAD 83(1996)-  42 36 49.23629(N)    073 45 43.72389(W) AD(       ) 4
 MZ2546  NAD 83(1996)-  42 36 49.23651(N)    073 45 43.72388(W) AD(       ) 4
 MZ2546  NAD 83(1992)-  42 36 49.23674(N)    073 45 43.72357(W) AD(       ) 4
 MZ2546  NAD 83(1992)-  42 36 49.23697(N)    073 45 43.72356(W) AD(       ) 4
 MZ2546  NAD 83(1986)-  42 36 49.23723(N)    073 45 43.72289(W) AD(       ) 4
 MZ2546  NAD 27      -  42 36 48.95700(N)    073 45 45.29200(W) AD(       ) 3
 MZ2546
 MZ2546.Superseded values are not recommended for survey control.
 MZ2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2546.See file dsdata.txt to determine how the superseded data were derived.
 MZ2546
 MZ2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0152618658(NAD 83)
 MZ2546
 MZ2546  HISTORY     - Date     Condition        Report By
 MZ2546  HISTORY     - 1934     MONUMENTED       CGS
 MZ2546  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2546
 MZ2546                          STATION DESCRIPTION
 MZ2546
 MZ2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2546'ON W SIDE OF RIVER ON DIKE, 1-3/4 MILES S OF DUNN BRIDGE,
 MZ2546'ALBANY, JUST OPPOSITE TURNING BASIN.
 MZ2546'
 MZ2546'GREEN FLASHING LIGHT, ON BLACK PYRAMIDAL, SKELETON TOWER,
 MZ2546'WHITE TANK HOUSE WITH BLACK SQUARE CONCRETE BASE.
 MZ2546
 MZ2546                          STATION RECOVERY (1935)
 MZ2546
 MZ2546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2546'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4346 ***********************************************************************
 LX4346  DESIGNATION -  CROSSING
 LX4346  PID         -  LX4346
 LX4346  STATE/COUNTY-  NY/WESTCHESTER
 LX4346  USGS QUAD   -  PEEKSKILL (1981)
 LX4346
 LX4346                         *CURRENT SURVEY CONTROL
 LX4346  ___________________________________________________________________
 LX4346* NAD 83(1996)-  41 17 50.88105(N)    073 57 09.86883(W)     ADJUSTED  
 LX4346* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX4346  ___________________________________________________________________
 LX4346  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 LX4346  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 LX4346
 LX4346  HORZ ORDER  -  THIRD
 LX4346
 LX4346.The horizontal coordinates were established by classical geodetic methods
 LX4346.and adjusted by the National Geodetic Survey in January 1999..
 LX4346
 LX4346.The orthometric height was scaled from a topographic map.
 LX4346
 LX4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4346
 LX4346.The geoid height was determined by GEOID03.
 LX4346
 LX4346;                    North         East     Units Scale Factor Converg.
 LX4346;SPC NY E     -   273,724.441   195,831.586   MT  0.99992584   +0 21 40.2
 LX4346;SPC NY E     -   898,044.27    642,490.80   sFT  0.99992584   +0 21 40.2
 LX4346;UTM  18      - 4,572,308.441   587,679.525   MT  0.99969461   +0 41 28.3
 LX4346
 LX4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4346!SPC NY E     -   1.00000433  x   0.99992584  =   0.99993017
 LX4346!UTM  18      -   1.00000433  x   0.99969461  =   0.99969894
 LX4346
 LX4346                          SUPERSEDED SURVEY CONTROL
 LX4346
 LX4346  NAD 83(1986)-  41 17 50.88202(N)    073 57 09.87092(W) AD(       ) 3
 LX4346  NAD 27      -  41 17 50.54198(N)    073 57 11.37214(W) AD(       ) 3
 LX4346
 LX4346.Superseded values are not recommended for survey control.
 LX4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4346.See file dsdata.txt to determine how the superseded data were derived.
 LX4346
 LX4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8768072308(NAD 83)
 LX4346
 LX4346  HISTORY     - Date     Condition        Report By
 LX4346  HISTORY     - 1932     MONUMENTED       CGS
 LX4346
 LX4346                          STATION DESCRIPTION
 LX4346
 LX4346'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4346'STATION IS LOCATED ON THE E SIDE OF THE HUDSON RIVER ABOUT 1/2
 LX4346'MILE N OF THE MOUTH OF PEEKSKILL.  THE STATION IS AN INTERSECTION
 LX4346'STATION AND CONSISTS OF A POLE NAILED TO THE OVERHEAD CROSSING
 LX4346'ACROSS THE RAILROAD AT A STEEP ROCK CUT.  THE STATION FALLS
 LX4346'ALONG THE STEEP SLOPE OF THE ROCK CUT ON THE SW SIDE OF THE
 LX4346'RAILROAD AND IS MARKED BY A SHALLOW DRILL HOLE WITH A TRIANGLE
 LX4346'CUT SURROUNDING IT.
 LX4346'
 LX4346'NO REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0338 ***********************************************************************
 NC0338  DESIGNATION -  CROSSING DISK USLS
 NC0338  PID         -  NC0338
 NC0338  STATE/COUNTY-  NY/ERIE
 NC0338  USGS QUAD   -  BUFFALO NW (1965)
 NC0338
 NC0338                         *CURRENT SURVEY CONTROL
 NC0338  ___________________________________________________________________
 NC0338* NAD 83(1986)-  42 58 20.     (N)    078 56 37.     (W)     SCALED    
 NC0338* NAVD 88     -       174.345  (meters)     572.00   (feet)  ADJUSTED  
 NC0338  ___________________________________________________________________
 NC0338  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 NC0338  DYNAMIC HT  -         174.300 (meters)     571.85  (feet)  COMP
 NC0338  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 NC0338
 NC0338  VERT ORDER  -  FIRST     CLASS 0
 NC0338
 NC0338.The horizontal coordinates were scaled from a topographic map and have
 NC0338.an estimated accuracy of +/- 6 seconds.
 NC0338
 NC0338.The orthometric height was determined by differential leveling
 NC0338.and adjusted by the National Geodetic Survey in June 1991..
 NC0338
 NC0338.The geoid height was determined by GEOID03.
 NC0338
 NC0338.The dynamic height is computed by dividing the NAVD 88
 NC0338.geopotential number by the normal gravity value computed on the
 NC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0338.degrees latitude (g = 980.6199 gals.).
 NC0338
 NC0338.The modeled gravity was interpolated from observed gravity values.
 NC0338
 NC0338;                    North         East    Units  Estimated Accuracy
 NC0338;SPC NY W     -   330,150.      320,610.      MT  (+/- 180 meters Scaled)
 NC0338
 NC0338                          SUPERSEDED SURVEY CONTROL
 NC0338
 NC0338  NGVD 29 (??/??/92)  174.516  (m)          572.56   (f) ADJ UNCH    1 0
 NC0338
 NC0338.Superseded values are not recommended for survey control.
 NC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0338.See file dsdata.txt to determine how the superseded data were derived.
 NC0338
 NC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH676597(NAD 83)
 NC0338_MARKER: DB = BENCH MARK DISK
 NC0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0338_SP_SET: WALL
 NC0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0338
 NC0338  HISTORY     - Date     Condition        Report By
 NC0338  HISTORY     - UNK      MONUMENTED       USLS
 NC0338  HISTORY     - 1970     GOOD             USLS
 NC0338  HISTORY     - 1977     GOOD             NGS
 NC0338  HISTORY     - 19960303 GOOD             FA
 NC0338  HISTORY     - 20021102 GOOD             USPSQD
 NC0338
 NC0338                          STATION DESCRIPTION
 NC0338
 NC0338'DESCRIBED BY US LAKE SURVEY 1970
 NC0338'IN GRAND ISLAND.
 NC0338'IS AT GRAND ISLAND, ERIE COUNTY, NEW YORK, ON WEST BANK OF EAST
 NC0338'CHANNEL OF NIAGARA RIVER, 2.6 MILES SOUTH OF GRAND ISLAND BRIDGE,
 NC0338'OPPOSITE A POINT 1.6 MILES NORTH OF BUFFALO CITY LIMITS, AT FOOT OF
 NC0338'FERRY STREET, ON CONCRETE DOCK WALL ADJACENT TO THE BEDELL HOUSE
 NC0338'RESTAURANT, 60.8 FEET FROM SOUTH END AND 36.2 FEET FROM NORTH END OF
 NC0338'THE WALL, 1.4 FEET FROM DOCK FACE, BEING HIGHEST POINT OVER CROSS AT
 NC0338'CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NC0338
 NC0338                          STATION RECOVERY (1977)
 NC0338
 NC0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0338'FROM THE JUNCTION OF STATE HIGHWAYS 356, 265, AND 266 IN TONAWANDA
 NC0338'GO SOUTH ON STATE HIGHWAY 266 FOR 3.2 MILES TO THE JUNCTION OF STATE
 NC0338'HIGHWAY 324, THENCE 0.3 MILE WEST ON STATE HIGHWAY 324 TO THE TOLL
 NC0338'BOOTH AT INTERSTATE HIGHWAY 190, THENCE WEST ON I 190 FOR 1.0 MILE
 NC0338'TO THE EXIT RAMP FOR BEAVER ISLAND PARK, FOLLOW EXIT RAMP FOR 0.2
 NC0338'MILE TO JUNCTION OF SOUTH STATE PARKWAY, THENCE 2.6 MILES SOUTH
 NC0338'ALONG PARKWAY TO THE JUNCTION OF FERRY ROAD, THENCE 0.7 MILE EAST
 NC0338'ON FERRY ROAD TO A CURVE, 62.3 FEET EAST OF THE CENTERLINE OF FERRY
 NC0338'ROAD LEADING SOUTH, 60.8 FEET SOUTH OF THE SOUTHWEST CORNER OF PORCH
 NC0338'OF THE BEDELL HOUSE RESTAURANT, 37.3 FEET SOUTH OF THE EXTENDED
 NC0338'CENTERLINE OF FERRY ROAD EAST, 34.8 FEET NORTH OF A STEEL CORNER
 NC0338'POST AND SET IN THE TOP OF A ROCK.
 NC0338
 NC0338                          STATION RECOVERY (1996)
 NC0338
 NC0338'RECOVERY NOTE BY FISHER ASSOCIATES 1996 (RHF)
 NC0338'BEDEN HOUSE BLDG BURNED DOWN.  ANGLE POINT IN 6 FT (1.8 M) TALL WOOD
 NC0338'STOCKADE.  FENCE 4.5 FT (1.4 M) WEST OF STATION.  W END OF 6 FT (1.8
 NC0338'M) TALL WOOD STOCKADE FENCE IS 3.0 FT (0.9 M) NNE OF STATION.
 NC0338
 NC0338                          STATION RECOVERY (2002)
 NC0338
 NC0338'RECOVERY NOTE BY US POWER SQUADRON 2002 (VC)
 NC0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4189 ***********************************************************************
 LX4189  DESIGNATION -  CROTON ST MARY CATH CH CROSS
 LX4189  PID         -  LX4189
 LX4189  STATE/COUNTY-  NY/WESTCHESTER
 LX4189  USGS QUAD   -  HAVERSTRAW (1979)
 LX4189
 LX4189                         *CURRENT SURVEY CONTROL
 LX4189  ___________________________________________________________________
 LX4189* NAD 83(1996)-  41 12 30.24154(N)    073 53 05.97224(W)     ADJUSTED  
 LX4189* NAVD 88     -                                                        
 LX4189  ___________________________________________________________________
 LX4189  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 LX4189  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LX4189
 LX4189  HORZ ORDER  -  THIRD
 LX4189
 LX4189.The horizontal coordinates were established by classical geodetic methods
 LX4189.and adjusted by the National Geodetic Survey in January 1999..
 LX4189
 LX4189
 LX4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4189
 LX4189.The geoid height was determined by GEOID03.
 LX4189
 LX4189;                    North         East     Units Scale Factor Converg.
 LX4189;SPC NY E     -   263,871.713   201,575.439   MT  0.99993273   +0 24 18.6
 LX4189;SPC NY E     -   865,719.11    661,335.42   sFT  0.99993273   +0 24 18.6
 LX4189;UTM  18      - 4,562,491.173   593,478.661   MT  0.99970754   +0 44 04.6
 LX4189
 LX4189                          SUPERSEDED SURVEY CONTROL
 LX4189
 LX4189  NAD 83(1996)-  41 12 30.24214(N)    073 53 05.97340(W) AD(       ) 4
 LX4189  NAD 83(1992)-  41 12 30.24020(N)    073 53 05.97428(W) AD(       ) 4
 LX4189  NAD 83(1986)-  41 12 30.24424(N)    073 53 05.97290(W) AD(       ) 4
 LX4189  NAD 27      -  41 12 29.92369(N)    073 53 07.46689(W) AD(       ) 3
 LX4189
 LX4189.Superseded values are not recommended for survey control.
 LX4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4189.See file dsdata.txt to determine how the superseded data were derived.
 LX4189
 LX4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9347962491(NAD 83)
 LX4189
 LX4189  HISTORY     - Date     Condition        Report By
 LX4189  HISTORY     - 1932     MONUMENTED       CGS
 LX4189  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LX4189
 LX4189                          STATION DESCRIPTION
 LX4189
 LX4189'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4189'STATION CONSISTS OF A STONE CROSS ON THE TOP OF THE BELFRY OF THE
 LX4189'CATHOLIC CHURCH OF THE HOLY NAME OF SAINT MARY WHICH IS LOCATED
 LX4189'ON THE TOP OF THE HILL ON GRAND STREET IN THE VILLAGE OF
 LX4189'CROTON.  IT IS A YELLOW STONE STRUCTURE AND HAS ADJOINING IT THE
 LX4189'PAROCHIAL SCHOOL OF THE HOLY NAME OF SAINT MARY.
 LX4189
 LX4189                          STATION RECOVERY (1956)
 LX4189
 LX4189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 LX4189'THIS IS THE CROSS ATOP THE BELFRY OF ST. MARYS CATHOLIC
 LX4189'CHURCH.  THE DESCRIPTION IS CLEAR, THE STATION OBVIOUS, AND THE
 LX4189'STRUCTURE QUITE SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4187 ***********************************************************************
 LX4187  DESIGNATION -  CROW
 LX4187  PID         -  LX4187
 LX4187  STATE/COUNTY-  NY/WESTCHESTER
 LX4187  USGS QUAD   -  HAVERSTRAW (1979)
 LX4187
 LX4187                         *CURRENT SURVEY CONTROL
 LX4187  ___________________________________________________________________
 LX4187* NAD 83(1996)-  41 11 48.68903(N)    073 53 18.00396(W)     ADJUSTED  
 LX4187* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX4187  ___________________________________________________________________
 LX4187  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 LX4187  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX4187
 LX4187  HORZ ORDER  -  THIRD
 LX4187
 LX4187.The horizontal coordinates were established by classical geodetic methods
 LX4187.and adjusted by the National Geodetic Survey in January 1999..
 LX4187
 LX4187.The orthometric height was scaled from a topographic map.
 LX4187
 LX4187.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4187
 LX4187.The geoid height was determined by GEOID03.
 LX4187
 LX4187;                    North         East     Units Scale Factor Converg.
 LX4187;SPC NY E     -   262,587.985   201,304.175   MT  0.99993238   +0 24 10.4
 LX4187;SPC NY E     -   861,507.41    660,445.45   sFT  0.99993238   +0 24 10.4
 LX4187;UTM  18      - 4,561,206.196   593,214.840   MT  0.99970694   +0 43 56.1
 LX4187
 LX4187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4187!SPC NY E     -   1.00000446  x   0.99993238  =   0.99993684
 LX4187!UTM  18      -   1.00000446  x   0.99970694  =   0.99971140
 LX4187
 LX4187                          SUPERSEDED SURVEY CONTROL
 LX4187
 LX4187  NAD 83(1996)-  41 11 48.69012(N)    073 53 18.00478(W) AD(       ) 3
 LX4187  NAD 83(1992)-  41 11 48.68944(N)    073 53 18.00478(W) AD(       ) 3
 LX4187  NAD 83(1986)-  41 11 48.69109(N)    073 53 18.00511(W) AD(       ) 3
 LX4187  NAD 27      -  41 11 48.34966(N)    073 53 19.51228(W) AD(       ) 3
 LX4187
 LX4187.Superseded values are not recommended for survey control.
 LX4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4187.See file dsdata.txt to determine how the superseded data were derived.
 LX4187
 LX4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9321561206(NAD 83)
 LX4187
 LX4187  HISTORY     - Date     Condition        Report By
 LX4187  HISTORY     - 1932     MONUMENTED       CGS
 LX4187  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LX4187
 LX4187                          STATION DESCRIPTION
 LX4187
 LX4187'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4187'STATION IS LOCATED ON THE E SIDE OF THE HUDSON RIVER JUST N OF
 LX4187'THE HARMON RAILROAD YARDS AND ABOUT 1 MILE N OF TRIANGULATION
 LX4187'STATION PARK WHICH IS ON THE TIP OF CROTON POINT.  IT IS LOCATED
 LX4187'IN A LOWLAND STREWN WITH ROCKS, BETWEEN THE RIVER AND THE
 LX4187'RAILROAD SIDING, THE AREA TO THE S OF THE STATION HAS BEEN
 LX4187'FILLED IN WITH EARTH SO THAT IT IS ABOUT 10 FEET HIGHER THAN
 LX4187'THE YARD AT THE STATION.
 LX4187'
 LX4187'THE STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE
 LX4187'IN A ROCK WHICH IS FLUSH WITH THE SURROUNDING GROUND.  REFERENCE
 LX4187'MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN AN OUTCROPPING
 LX4187'ROCK UNDERNEATH A DOUBLE WILLOW TREE.  REFERENCE MARK NO.2 IS A
 LX4187'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK ON THE TOP
 LX4187'OF THE RIVER BANK.
 LX4187
 LX4187                          STATION RECOVERY (1956)
 LX4187
 LX4187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 LX4187'THE STATION ITSELF WAS NOT RECOVERED.  IT IS APPARENTLY BENEATH
 LX4187'APPROXIMATELY 5 FT. OF ROCK AND EARTH FILL.  WE DUG DOWN ABOUT
 LX4187'3 FT. AND STOPPED.  ONLY ONE OF THE TWO REFERENCE MARKS WAS
 LX4187'FOUND.  THE REFERENCE MARK FOUND IS RM 2 - A DISK SET IN A ROCK
 LX4187'AT THE BANK OF THE HUDSON RIVER.  THIS DISK IS BATTERED.  ONLY
 LX4187'THE MAIN SHAFT AND THE SMALL ARROW MARK ITSELF REMAIN.  THIS,
 LX4187'HOWEVER, STILL SEEMS FIRMLY CEMENTED INTO THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5614 ***********************************************************************
 LX5614  DESIGNATION -  CROW
 LX5614  PID         -  LX5614
 LX5614  STATE/COUNTY-  NY/SUFFOLK
 LX5614  USGS QUAD   -  GARDINERS ISLAND WEST (1956)
 LX5614
 LX5614                         *CURRENT SURVEY CONTROL
 LX5614  ___________________________________________________________________
 LX5614* NAD 83(1996)-  41 05 45.41400(N)    072 08 31.55562(W)     ADJUSTED  
 LX5614* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX5614  ___________________________________________________________________
 LX5614  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LX5614  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 LX5614
 LX5614  HORZ ORDER  -  THIRD
 LX5614
 LX5614.The horizontal coordinates were established by classical geodetic methods
 LX5614.and adjusted by the National Geodetic Survey in January 1999..
 LX5614
 LX5614.The orthometric height was scaled from a topographic map.
 LX5614
 LX5614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5614
 LX5614.The geoid height was determined by GEOID03.
 LX5614
 LX5614;                    North         East     Units Scale Factor Converg.
 LX5614;SPC NY L     -   104,850.319   456,076.897   MT  1.00000408   +1 12 54.8
 LX5614;SPC NY L     -   343,996.42  1,496,312.29   sFT  1.00000408   +1 12 54.8
 LX5614;SPC CT       -   181,745.155   355,872.448   MT  1.00001214   +0 24 11.1
 LX5614;SPC CT       -   596,275.56  1,167,558.19   sFT  1.00001214   +0 24 11.1
 LX5614;UTM  18      - 4,553,344.837   740,018.683   MT  1.00030908   +1 52 46.0
 LX5614
 LX5614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5614!SPC NY L     -   1.00000430  x   1.00000408  =   1.00000838
 LX5614!SPC CT       -   1.00000430  x   1.00001214  =   1.00001644
 LX5614!UTM  18      -   1.00000430  x   1.00030908  =   1.00031338
 LX5614
 LX5614                          SUPERSEDED SURVEY CONTROL
 LX5614
 LX5614  NAD 83(1996)-  41 05 45.41402(N)    072 08 31.55576(W) AD(       ) 3
 LX5614  NAD 83(1992)-  41 05 45.41243(N)    072 08 31.55481(W) AD(       ) 3
 LX5614  NAD 83(1986)-  41 05 45.41418(N)    072 08 31.56118(W) AD(       ) 3
 LX5614  NAD 27      -  41 05 45.04900(N)    072 08 33.28600(W) AD(       ) 3
 LX5614
 LX5614.Superseded values are not recommended for survey control.
 LX5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5614.See file dsdata.txt to determine how the superseded data were derived.
 LX5614
 LX5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4001953345(NAD 83)
 LX5614_MARKER: DS = TRIANGULATION STATION DISK
 LX5614_SETTING: 66 = SET IN ROCK OUTCROP
 LX5614_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5614+STABILITY: POSITION/ELEVATION WELL
 LX5614
 LX5614  HISTORY     - Date     Condition        Report By
 LX5614  HISTORY     - 1933     MONUMENTED       CGS
 LX5614  HISTORY     - 1934     GOOD             CGS
 LX5614  HISTORY     - 1956     MARK NOT FOUND   CGS
 LX5614  HISTORY     - 1961     GOOD             CGS
 LX5614  HISTORY     - 1965     GOOD             CGS
 LX5614
 LX5614                          STATION DESCRIPTION
 LX5614
 LX5614'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5614'THIS STATION IS LOCATED ON THE WESTERN SHORE OF GARDINERS
 LX5614'ISLAND ON CROW HEAD.  IT IS 93 FEET INSHORE OF A 10-FOOT BLUFF
 LX5614'IN A SLIGHTLY SLOPING MEADOW-LIKE CLEARING.  APPROXIMATELY 75
 LX5614'METERS SOUTHWARD IS A SMALL POND.
 LX5614'
 LX5614'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5614'IN OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE CHISELED
 LX5614'IN THE ROCK.  REFERENCE MARKS NO. 1
 LX5614'AND 2 ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 LX5614'
 LX5614'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE TRIANGULATION
 LX5614'DISK SET IN A DRILL HOLE ATOP A LOW FLAT BOULDER PROJECTING
 LX5614'6 INCHES ABOVE THE GROUND.
 LX5614'
 LX5614'TWO STANDARD C. AND G.S. REFERENCE DISKS WERE PLACED.
 LX5614'
 LX5614'NO. 1 SET FLUSH IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LX5614'AND PROJECTING APPROXIMATELY 4 INCHES ABOVE GROUND 20.217 METERS
 LX5614'EASTWARD OF THE STATION.  NO. 2 STAMPED GROW 1933 SET FLUSH IN
 LX5614'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12.725 METERS
 LX5614'SOUTHWARD OF THE STATION.
 LX5614'
 LX5614'HEIGHT OF BANNER ABOVE STATION MARK 5 METERS.
 LX5614
 LX5614                          STATION RECOVERY (1934)
 LX5614
 LX5614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WDP)
 LX5614'STATION RECOVERED AS DESCRIBED.  LOCATED ON THE WESTERN SHORE
 LX5614'OF GARDINERS ISLAND IN A SLOPING MEADOW-LIKE CLEARING, 28 METERS
 LX5614'INSHORE FROM EDGE OF BLUFF, AND 33 METERS FROM LOW-WATER
 LX5614'LINE.  IT IS ABOUT 105 METERS NW OF A SMALL POND.
 LX5614
 LX5614                          STATION RECOVERY (1956)
 LX5614
 LX5614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JWI)
 LX5614'THE STATION ITSELF WAS NOT RECOVERED.  IT IS APPARENTLY BENEATH
 LX5614'APPROXIMATELY 5 FEET OF ROCK AND EARTH FILL.  WE DUG DOWN ABOUT
 LX5614'3 FEET AND STOPPED.  ONLY ONE OF THE TWO REFERENCE MARKS WAS
 LX5614'FOUND.  THE REFERENCE MARK FOUND IS REFERENCE MARK 2 - A DISK
 LX5614'SET IN A ROCK AT THE BANK OF THE HUDSON RIVER.  THIS DISK IS
 LX5614'BATTERED.  ONLY THE MAIN SHAFT AND THE SMALL + MARK ITSELF
 LX5614'REMAIN.  THIS, HOWEVER, STILL SEEMS FIRMLY CEMENTED INTO THE
 LX5614'DRILL HOLE.
 LX5614
 LX5614                          STATION RECOVERY (1961)
 LX5614
 LX5614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SBC)
 LX5614'STATION RECOVERED O.K. 37 FEET EAST OF LINE OF 6 FOOT BLUFF AT
 LX5614'SECTION OF 50 FEET WHERE THERE IS NO BLUFF, 12 FEET EAST OF
 LX5614'CENTER OF CLEARED TRAIL, 20 FEET WEST OF CENTER OF CLEARED TRAIL,
 LX5614'50 FEET NORTH OF STUNTED WILD CHERRY TREE 4 INCHES DIAM. AND
 LX5614'6 FEET HIGH, 300 FEET NORTH OF A POINT ON THE CENTERLINE OF A
 LX5614'JEEP TRAIL THAT SKIRTS THE NORTH SIDE OF THE POND, THAT IS 85
 LX5614'FEET EAST OF THE 5 FOOT BLUFF.  REF 1 AND 2 COULD NOT BE FOUND.
 LX5614
 LX5614                          STATION RECOVERY (1965)
 LX5614
 LX5614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 LX5614'RECOVERED AS DESCRIBED.  MEADOW-LIKE CLEARING IS NOW COVERED
 LX5614'WITH DENSE TWO FOOT BRAMBLES.  TWO WITNESS POSTS WERE
 LX5614'ESTABLISHED.  ONE IS SIX FEET NORTH OF THE STATION AND THE OTHER
 LX5614'IS 38 FEET WEST OF THE STATION AT THE EDGE OF THE BLUFF.  A
 LX5614'LIMITED SEARCH WAS MADE FOR THE RMS BUT BECAUSE OF HEAVY BRUSH
 LX5614'THEY WERE NOT FOUND.  IT IS BELIEVED THAT THEY DO STILL EXIST.
 LX5614'
 LX5614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5614'8 MILES NORTH OF AMAGANSETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1947 ***********************************************************************
 NB1947  DESIGNATION -  CROWN
 NB1947  PID         -  NB1947
 NB1947  STATE/COUNTY-  NY/ALLEGANY
 NB1947  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1947
 NB1947                         *CURRENT SURVEY CONTROL
 NB1947  ___________________________________________________________________
 NB1947* NAD 83(1996)-  42 05 22.29031(N)    077 59 58.02219(W)     ADJUSTED  
 NB1947* NAVD 88     -       700.2    (meters)    2297.     (feet)  VERTCON   
 NB1947  ___________________________________________________________________
 NB1947  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 NB1947  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 NB1947
 NB1947  HORZ ORDER  -  SECOND
 NB1947
 NB1947.The horizontal coordinates were established by classical geodetic methods
 NB1947.and adjusted by the National Geodetic Survey in January 1999..
 NB1947
 NB1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1947
 NB1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1947
 NB1947.The geoid height was determined by GEOID03.
 NB1947
 NB1947;                    North         East     Units Scale Factor Converg.
 NB1947;SPC NY W     -   232,202.249   398,304.330   MT  0.99996620   +0 23 29.0
 NB1947;SPC NY W     -   761,816.88  1,306,770.12   sFT  0.99996620   +0 23 29.0
 NB1947;SPC NY C     -   233,007.824   132,844.292   MT  1.00010633   -0 56 57.5
 NB1947;SPC NY C     -   764,459.84    435,839.98   sFT  1.00010633   -0 56 57.5
 NB1947;SPC PA N     -   213,578.885   579,361.321   MT  1.00002563   -0 09 54.1
 NB1947;SPC PA N     -   700,716.73  1,900,787.93   sFT  1.00002563   -0 09 54.1
 NB1947;UTM  18      - 4,664,070.663   251,929.446   MT  1.00035728   -2 00 41.5
 NB1947;UTM  17      - 4,664,073.856   748,161.438   MT  1.00035784   +2 00 44.2
 NB1947
 NB1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1947!SPC NY W     -   0.99989518  x   0.99996620  =   0.99986139
 NB1947!SPC NY C     -   0.99989518  x   1.00010633  =   1.00000150
 NB1947!SPC PA N     -   0.99989518  x   1.00002563  =   0.99992081
 NB1947!UTM  18      -   0.99989518  x   1.00035728  =   1.00025243
 NB1947!UTM  17      -   0.99989518  x   1.00035784  =   1.00025299
 NB1947
 NB1947|---------------------------------------------------------------------|
 NB1947| PID    Reference Object                     Distance      Geod. Az  |
 NB1947|                                                           dddmmss.s |
 NB1947| DA1619 CROWN RM 1                           12.734 METERS 00349     |
 NB1947| NB1946 HORNBURG                            APPROX. 7.4 KM 0700150.1 |
 NB1947| NC0974 ALMA ATT MICROWAVE RELAY TOWER      APPROX. 5.3 KM 1864115.9 |
 NB1947| NC0971 ALMA MICROWAVE TOWER                APPROX. 4.3 KM 1965101.2 |
 NB1947| DA1620 CROWN RM 2                           11.153 METERS 26708     |
 NB1947|---------------------------------------------------------------------|
 NB1947
 NB1947                          SUPERSEDED SURVEY CONTROL
 NB1947
 NB1947  NAD 83(1986)-  42 05 22.29250(N)    077 59 58.01807(W) AD(       ) 2
 NB1947  NAD 27      -  42 05 22.05102(N)    077 59 59.00724(W) AD(       ) 2
 NB1947  NGVD 29 (07/19/86)  700.3    (m)         2298.     (f) VERT ANG       
 NB1947
 NB1947.Superseded values are not recommended for survey control.
 NB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1947.See file dsdata.txt to determine how the superseded data were derived.
 NB1947
 NB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5192964071(NAD 83)
 NB1947_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NB1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1947+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 NB1947
 NB1947  HISTORY     - Date     Condition        Report By
 NB1947  HISTORY     - 1967     MONUMENTED       CGS
 NB1947  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NB1947  HISTORY     - 1986     GOOD
 NB1947  HISTORY     - 20040719 GOOD             USPSQD
 NB1947
 NB1947                          STATION DESCRIPTION
 NB1947
 NB1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 NB1947'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE
 NB1947'CORNER OF BUILDING ON LINE.
 NB1947'
 NB1947'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF WELLSVILLE,
 NB1947'3 MILES EAST-NORTHEAST OF ALLENTOWN AND IN THE SOUTHEAST CORNER OF A
 NB1947'BOARD FENCE, PAINTED WHITE WHICH ENCLOSES THE VOR WELLSVILLE ELZ
 NB1947'UNIT.
 NB1947'
 NB1947'TO REACH THE STATION FROM THE INTERSECTION OF S. MAIN STREET AND
 NB1947'W. STATE STREET IN WELLSVILLE, GO WEST ON W. STATE STREET FOR
 NB1947'0.3 MILE TO THE INTERSECTION OF W. STATE STREET AND S. BROOKLYN
 NB1947'AVENUE.  TURN LEFT, SOUTH, ON S. BROOKLYN AVENUE AND GO 0.15 MILE
 NB1947'TO PINE STREET.  TURN RIGHT, WEST, ON PINE STREET AND GO 0.35
 NB1947'MILE TO HIGHLAND AVENUE.  BEAR LEFT ON A PAVED ROAD AND GO 2.1
 NB1947'MILES TO A SIDE ROAD ON THE LEFT, HANCHETT ROAD.  CONTINUE
 NB1947'STRAIGHT AHEAD AND GO 0.9 MILE TO A SIDE ROAD ON THE LEFT, BELLAMY
 NB1947'ROAD.  TURN LEFT AND GO 0.05 MILE TO A FORK.  KEEP LEFT,
 NB1947'UPHILL, ON A ROCKY BLADED ROAD FOR 0.35 MILE TO THE VOR AT THE
 NB1947'SUMMIT OF THE HILL AND THE STATION.
 NB1947'
 NB1947'THE STATION MARK IS A STANDARD DISK STAMPED CROWN 1967, SET IN
 NB1947'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 NB1947'WITH THE GROUND.  IT IS 52.7 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 NB1947'OF THE VOR BUILDING, 28.7 FEET SOUTH OF THE SOUTHEAST CORNER OF
 NB1947'THE BUILDING 4.3 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF
 NB1947'THE BOARD FENCE.
 NB1947'
 NB1947'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CROWN NO 1 1967,
 NB1947'SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 NB1947'FLUSH WITH THE GROUND.  IT IS 44.6 FEET NORTH OF THE SOUTHEAST
 NB1947'CORNER OF THE FENCE, 24.7 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 NB1947'CORNER OF THE BUILDING, 18.2 FEET NORTHEAST OF THE SOUTHEAST
 NB1947'CORNER OF THE BUILDING, 1 FOOT WEST OF THE FENCE AND ABOUT 1 FOOT
 NB1947'HIGHER THAN THE STATION MARK.
 NB1947'
 NB1947'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CROWN NO 2 1967,
 NB1947'SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NB1947'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 40.5 FEET SOUTHWEST OF
 NB1947'THE SOUTHEAST CORNER OF THE BUILDING, 40 FEET WEST OF THE
 NB1947'SOUTHEAST CORNER OF THE FENCE, 30.5 FEET SOUTH-SOUTHEAST OF THE
 NB1947'SOUTHWEST CORNER OF THE BUILDING AND 1 FOOT NORTH OF THE
 NB1947'FENCE.
 NB1947'
 NB1947'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THERE ARE TWO
 NB1947'V.G. INTERSECTION STATIONS.
 NB1947'
 NB1947'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 NB1947
 NB1947                          STATION RECOVERY (1969)
 NB1947
 NB1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NB1947'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 NB1947'DESCRIBED IN 1967.  DESCRIPTION TO REACH IS ADEQUATE.
 NB1947'
 NB1947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NB1947'3-1/2 MILES SOUTHWEST OF WELLSVILLE.
 NB1947
 NB1947                          STATION RECOVERY (1986)
 NB1947
 NB1947'RECOVERED 1986
 NB1947'RECOVERED IN GOOD CONDITION.
 NB1947
 NB1947                          STATION RECOVERY (2004)
 NB1947
 NB1947'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1947'RM 1 FOUND GOOD. RM 2 NOT FOUND. BOARD FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0646 ***********************************************************************
 PG0646  DESIGNATION -  CROWN POINT N BASE
 PG0646  PID         -  PG0646
 PG0646  STATE/COUNTY-  NY/ESSEX
 PG0646  USGS QUAD   -  
 PG0646
 PG0646                         *CURRENT SURVEY CONTROL
 PG0646  ___________________________________________________________________
 PG0646* NAD 83(1996)-  44 01 25.40291(N)    073 25 47.84168(W)     ADJUSTED  
 PG0646* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 PG0646  ___________________________________________________________________
 PG0646  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 PG0646  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0646
 PG0646  HORZ ORDER  -  SECOND
 PG0646
 PG0646.The horizontal coordinates were established by classical geodetic methods
 PG0646.and adjusted by the National Geodetic Survey in January 1999..
 PG0646
 PG0646.The orthometric height was scaled from a topographic map.
 PG0646
 PG0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG0646
 PG0646.The geoid height was determined by GEOID03.
 PG0646
 PG0646;                    North         East     Units Scale Factor Converg.
 PG0646;SPC NY E     -   576,955.685   235,781.550   MT  0.99999047   +0 44 37.2
 PG0646;SPC NY E     - 1,892,895.44    773,559.97   sFT  0.99999047   +0 44 37.2
 PG0646;SPC VT       -   169,696.801   425,444.039   MT  1.00003263   -0 38 46.7
 PG0646;UTM  18      - 4,875,705.960   625,827.276   MT  0.99979473   +1 05 28.5
 PG0646
 PG0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG0646!SPC NY E     -   0.99999688  x   0.99999047  =   0.99998735
 PG0646!SPC VT       -   0.99999688  x   1.00003263  =   1.00002951
 PG0646!UTM  18      -   0.99999688  x   0.99979473  =   0.99979161
 PG0646
 PG0646:                Primary Azimuth Mark                     Grid Az
 PG0646:SPC NY E     -  CROWN POINT N BASE AZ MK                 070 28 03.6
 PG0646:SPC VT       -  CROWN POINT N BASE AZ MK                 071 51 27.5
 PG0646:UTM  18      -  CROWN POINT N BASE AZ MK                 070 07 12.3
 PG0646
 PG0646|---------------------------------------------------------------------|
 PG0646| PID    Reference Object                     Distance      Geod. Az  |
 PG0646|                                                           dddmmss.s |
 PG0646| DA4974 CROWN POINT N BASE AZ MK                           0711240.8 |
 PG0646| DA4975 CROWN POINT N BASE RM 1              25.917 METERS 23832     |
 PG0646| DA4976 CROWN POINT N BASE RM 2              25.902 METERS 31332     |
 PG0646| PG2006 PORT HENRY MUNICIPAL WATER TK       APPROX. 4.1 KM 3244134.5 |
 PG0646|---------------------------------------------------------------------|
 PG0646
 PG0646                          SUPERSEDED SURVEY CONTROL
 PG0646
 PG0646  NAD 83(1996)-  44 01 25.40304(N)    073 25 47.84164(W) AD(       ) 2
 PG0646  NAD 83(1992)-  44 01 25.40207(N)    073 25 47.84114(W) AD(       ) 2
 PG0646  NAD 83(1986)-  44 01 25.41232(N)    073 25 47.84738(W) AD(       ) 2
 PG0646  NAD 27      -  44 01 25.21100(N)    073 25 49.40100(W) AD(       ) 2
 PG0646
 PG0646.Superseded values are not recommended for survey control.
 PG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0646.See file dsdata.txt to determine how the superseded data were derived.
 PG0646
 PG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2582775706(NAD 83)
 PG0646_MARKER: B = BOLT
 PG0646_SETTING: 66 = SET IN ROCK OUTCROP
 PG0646_SP_SET: ROCK OUTCROP
 PG0646_STAMPING: U.S.C.S. BASE LINE 1872
 PG0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0646+STABILITY: POSITION/ELEVATION WELL
 PG0646
 PG0646  HISTORY     - Date     Condition        Report By
 PG0646  HISTORY     - 1872     MONUMENTED       CGS
 PG0646  HISTORY     - 1930     GOOD             USLS
 PG0646  HISTORY     - 1934     GOOD             CGS
 PG0646  HISTORY     - 1943     GOOD             CGS
 PG0646
 PG0646                          STATION DESCRIPTION
 PG0646
 PG0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (REH)
 PG0646'STATION WAS MARKED IN THE SOLID ROCK WHICH CROPS OUT OF THE GROUND
 PG0646'FORMING AN EMINENCE IN ONE OF MR. F.P. FLETCHERS FIELDS.  THE
 PG0646'EMINENCE AT THIS TIME WAS COVERED BY A GROWTH OF SUMACH BUSHES
 PG0646'THROUGH WHICH A LINE WAS CUT TO THE CROWN POINT LIGHTHOUSE WHICH
 PG0646'BEARS NE, DISTANT ABOUT 1/2 MILE.
 PG0646'
 PG0646'TO MARK THE STATION, THE ROCK WAS DUPED OFF, LEAVING A PYRAMID IN THE
 PG0646'CENTER OF THE FOLLOWING DIMENSIONS--BASE - 12 BY 12 INCHES,
 PG0646'HEIGHT - 4 INCHES, HOLE IN TOP - 1 INCH IN DIAMETER AND 2 INCHES
 PG0646'DEEP. THIS HOLE WAS FILLED IN WITH SOLDER, A CROSS IN WHICH MARKS THE
 PG0646'EXACT CENTER.  TO FURTHER MARK THE STATION OTHER HOLES OF THE SAME
 PG0646'DIMENSION AS THE ONE ABOVE MENTIONED WERE DRILLED IN THE DUPED
 PG0646'SURFACE, ONE TO E, ONE TO W, AND ONE N OF STATION.  THESE WERE
 PG0646'FILLED WITH SOLDER, CROSSES MARKED ON THEIR TOPS BEING AT EXACT
 PG0646'DISTANCE OF 0.45 METER FROM STATION.  U.S.C.S. WAS CUT ON THE E
 PG0646'SIDE OF THE PYRAMID, 1872 WAS CUT ON THE W SIDE OF THE PYRAMID,
 PG0646'BASELINE WAS CUT ON THE S SIDE OF THE PYRAMID.
 PG0646
 PG0646                          STATION RECOVERY (1930)
 PG0646
 PG0646'RECOVERY NOTE BY US LAKE SURVEY 1930
 PG0646'STATION IS ABOUT 2-1/2 MILES SE OF PORT HENRY, N.Y., ABOUT 5 MILES N
 PG0646'OF CROWN POINT, N.Y., ON CROWN POINT, AND ABOUT 1/2 MILE SSW OF THE
 PG0646'CHAMPLAIN BRIDGE.  IT IS IN A THORN-BUSH THICKET, ABOUT 1,600 FEET
 PG0646'W OF A TRADING POST ON THE MAIN HIGHWAY.  IT IS ABOUT 69 FEET ABOVE
 PG0646'LOW WATER (STANDARD LAKE DATUM).
 PG0646'
 PG0646'STATION MARK IS A CROSS IN A LEAD BOLT IN THE CENTER OF A PYRAMID
 PG0646'BASE CUT IN THE NATURAL ROCK OUTCROP AND IS MARKED U.S.C.S. BASE
 PG0646'LINE 1872.
 PG0646'
 PG0646'THREE OTHER LEAD BOLTS WERE SET IN THE DRESSED ROCK ABOUT 1 METER
 PG0646'SQUARE AROUND THE PYRAMID.  THE CROSS MARKS ON THEIR TOPS ARE 1.476
 PG0646'FEET FROM THE STATION MARK.
 PG0646
 PG0646                          STATION RECOVERY (1934)
 PG0646
 PG0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PG0646'7 MI N FROM CROWN POINT VILLAGE.
 PG0646'ALSO ABOUT 150 FEET SOUTH OF FENCE AT SOUTH END OF PASTURE, IN A
 PG0646'MEADOW.  PYRAMID IS 1 FOOT SQUARE AT BASE AND ABOUT 3 INCHES HIGH.
 PG0646'SEVEN MILES NORTH OF CROWN POINT VILLAGE, ON ROUTE 8.  IS ABOUT 1600
 PG0646'FEET SOUTH OF THE RUINS OF THE OLD ENGLISH FORT AT FORT FREDERICK,
 PG0646'ESSEX COUNTY.  THE BENCH MARK IS A LEAD BOLT IN THE CENTER OF A
 PG0646'PYRAMID CUT ON THE NATURAL ROCK OUTCROP IN THE CENTER OF A THORNBUSH
 PG0646'THICKET, 1700 FEET WEST OF THE HIGHWAY.  THE BENCH MARK IS THE NORTH
 PG0646'BASE OF THE CROWN POINT BASE LINE, AND IS MARKED U.S.C.S. BASE LINE,
 PG0646'1872.
 PG0646
 PG0646                          STATION RECOVERY (1943)
 PG0646
 PG0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG0646'STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS AND AN
 PG0646'AZIMUTH MARK WERE ESTABLISHED.
 PG0646'
 PG0646'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH IN A BOULDER IN
 PG0646'THE CENTER OF ROAD TO STATION.
 PG0646'
 PG0646'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 PG0646'POST.  IT IS 16 PACES E OF AN OPEN FIELD AND PROJECTS 6 INCHES.
 PG0646'
 PG0646'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 PG0646'IT IS 0.3 MILE S OF THE NEW YORK END OF THE CROWN POINT TOLL BRIDGE,
 PG0646'6 PACES W OF THE CENTER LINE OF STATE HIGHWAY 8, 0.05 MILE N OF A
 PG0646'MOBILGAS SERVICE STATION, AND 1 FOOT S OF POWER-TRANSMISSION LINE
 PG0646'POLE NYP 169.
 PG0646'
 PG0646'THE REFERENCE MARKS AND AZIMUTH MARK ARE STAMPED CROWN PT N BASE
 PG0646'1943. THE REFERENCE MARKS WERE ALSO STAMPED WITH THEIR RESPECTIVE
 PG0646'NUMBERS.
 PG0646'
 PG0646'TO REACH STATION FROM THE NEW YORK END OF THE CROWN POINT TOLL BRIDGE
 PG0646'AT THE CIRCULAR DRIVE, GO W ON PAVEMENT FOR 0.2 MILE, KEEPING LEFT
 PG0646'AT ALL FORKS, TO END OF PAVEMENT AT ENTRANCE TO OLD FORT.  CONTINUE
 PG0646'STRAIGHT AHEAD 0.1 MILE ON GRAVEL ROAD TO A FARMHOUSE.  GO
 PG0646'THROUGH GATE AT NW CORNER OF BARN AND TAKE LEFT FORK JUST INSIDE
 PG0646'GATE, FOLLOWING OLD WAGON ROAD FOR 0.1 MILE TO FORKS NEAR
 PG0646'CORNER OF OLD BARN.  TAKE LEFT FORK AND FOLLOW WAGON ROAD FOR
 PG0646'0.3 MILE TO A WOODEN GATE.  GO THROUGH GATE AND BEAR LEFT (SE) FOR
 PG0646'ABOUT 115 YARDS TO A TRIANGULAR BLAZE ON A WILD CHERRY TREE.
 PG0646'FROM HERE STATION IS ABOUT 20 YARDS ENE, IN CENTER OF S PART OF AN
 PG0646'ISOLATED THORN THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1408 ***********************************************************************
 OD1408  DESIGNATION -  CROWN POINT SOUTH BASE
 OD1408  PID         -  OD1408
 OD1408  STATE/COUNTY-  NY/ESSEX
 OD1408  USGS QUAD   -  CROWN POINT (1950)
 OD1408
 OD1408                         *CURRENT SURVEY CONTROL
 OD1408  ___________________________________________________________________
 OD1408* NAD 83(1996)-  43 58 50.89612(N)    073 25 27.73672(W)     ADJUSTED  
 OD1408* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 OD1408  ___________________________________________________________________
 OD1408  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 OD1408  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 OD1408
 OD1408  HORZ ORDER  -  SECOND
 OD1408
 OD1408.The horizontal coordinates were established by classical geodetic methods
 OD1408.and adjusted by the National Geodetic Survey in January 1999..
 OD1408
 OD1408.The orthometric height was scaled from a topographic map.
 OD1408
 OD1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1408
 OD1408.The geoid height was determined by GEOID03.
 OD1408
 OD1408;                    North         East     Units Scale Factor Converg.
 OD1408;SPC NY E     -   572,193.180   236,291.451   MT  0.99999155   +0 44 49.1
 OD1408;SPC NY E     - 1,877,270.46    775,232.87   sFT  0.99999155   +0 44 49.1
 OD1408;SPC VT       -   164,923.135   425,838.326   MT  1.00003190   -0 38 30.9
 OD1408;UTM  18      - 4,870,947.564   626,365.943   MT  0.99979640   +1 05 39.4
 OD1408
 OD1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1408!SPC NY E     -   0.99999610  x   0.99999155  =   0.99998765
 OD1408!SPC VT       -   0.99999610  x   1.00003190  =   1.00002800
 OD1408!UTM  18      -   0.99999610  x   0.99979640  =   0.99979251
 OD1408
 OD1408|---------------------------------------------------------------------|
 OD1408| PID    Reference Object                     Distance      Geod. Az  |
 OD1408|                                                           dddmmss.s |
 OD1408| DA2477 CROWN POINT S BASE RM 1              32.852 METERS 19006     |
 OD1408| DA2478 CROWN POINT S BASE RM 2              16.456 METERS 31301     |
 OD1408| DA2476 CROWN POINT S BASE AZ MK                           3580719.9 |
 OD1408|---------------------------------------------------------------------|
 OD1408
 OD1408                          SUPERSEDED SURVEY CONTROL
 OD1408
 OD1408  NAD 83(1996)-  43 58 50.89619(N)    073 25 27.73671(W) AD(       ) 2
 OD1408  NAD 83(1992)-  43 58 50.89501(N)    073 25 27.73613(W) AD(       ) 2
 OD1408  NAD 83(1986)-  43 58 50.90535(N)    073 25 27.74245(W) AD(       ) 2
 OD1408  NAD 27      -  43 58 50.70000(N)    073 25 29.30000(W) AD(       ) 2
 OD1408
 OD1408.Superseded values are not recommended for survey control.
 OD1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1408.See file dsdata.txt to determine how the superseded data were derived.
 OD1408
 OD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2636670948(NAD 83)
 OD1408_MARKER: Z = SEE DESCRIPTION
 OD1408_SETTING: 0 = UNSPECIFIED SETTING
 OD1408
 OD1408  HISTORY     - Date     Condition        Report By
 OD1408  HISTORY     - 1872     MONUMENTED       CGS
 OD1408  HISTORY     - 1943     POOR             CGS
 OD1408  HISTORY     - 1975     GOOD             ACFPS
 OD1408  HISTORY     - 1978     GOOD             NGS
 OD1408
 OD1408                          STATION DESCRIPTION
 OD1408
 OD1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (REH)
 OD1408'THIS STATION IS IN CROWN POINT TOWN, ABOUT 3-1/4 MILES S OF CROWN PT.
 OD1408'LIGHTHOUSE AND ON THE ESTATE OF MRS. TREMBLE, WIDOW OF SCHALER
 OD1408'TREMBLE AND 350 METERS S OF HER DWELLING.  TO MARK THE STATION FOR
 OD1408'FUTURE REFERENCE THE EARTH AND LOOSE ROCKS REMOVED UNTIL ABOUT
 OD1408'11 INCHES BELOW THE SURFACE, THE SOLID ROCK WAS EXPOSED IN WHICH
 OD1408'A SQUARE HOLE WAS CUT 15 BY 15 INCHES WIDE AND 6 INCHES DEEP ON THE
 OD1408'E AND 2 INCHES DEEP ON THE W SIDE, IN THE BOTTOM OF THIS SQUARE
 OD1408'HOLE WAS MADE 1 INCH IN DIAMETER AND 2 INCHES DEEP.  THIS WAS FILLED
 OD1408'WITH BAR TIN (SOLDER) AND ON ITS TOP A CROSS MARK WAS CUT MARKING
 OD1408'THE EXACT CENTER OF THE STATION.  A MONUMENT WAS THEN HEWN AND
 OD1408'PLACED OVER THIS MARK, BEING AT THE SAME TIME FIRMLY IMBEDDED IN
 OD1408'SULPHUR.  MASON WORK WAS PLACED AROUND THE MONUMENT, CONSISTING
 OD1408'OF 4 FLAT ROCKS EACH ABOUT 2-1/2 FEET LONG 18 INCHES WIDE 8 INCHES
 OD1408'THICK.  THESE WERE IMBEDDED IN CEMENT AND THEIR UPPER SURFACES WERE
 OD1408'LEVEL WITH THE SURFACE OF THE GROUND, ABOVE WHICH THE MONUMENT
 OD1408'PROJECTED ABOUT 9 INCHES.  THE MONUMENT WAS A BLOCK OF LIME STONE CUT
 OD1408'IN THE SHAPE OF A FRUSTUM OF A PYRAMID HAVING THE FOLLOWING
 OD1408'DIMENSIONS--BASE 14 BY 14 INCHES, TOP 5 BY 5 INCHES, HEIGHT 20
 OD1408'INCHES.  HOLE DRILLED IN TOP MARKING EXACT CENTER OF STATION 1 INCH
 OD1408'IN DIAMETER BY 2 INCHES DEEP.  THIS HOLE WAS LIKEWISE FILLED WITH
 OD1408'SOLDER AND A CROSS CUT TO MARK CENTER OF STATION.
 OD1408'
 OD1408'U.S.C.S. WAS CUT ON E SIDE OF THE MONUMENT, BASE LINE WAS CUT ON N
 OD1408'SIDE OF THE MONUMENT, AND 1872 WAS CUT ON W SIDE OF THE MONUMENT.
 OD1408
 OD1408                          STATION RECOVERY (1943)
 OD1408
 OD1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OD1408'STATION RECOVERED AND FOUND AS DESCRIBED.  ORIGINAL DESCRIPTION IS
 OD1408'ACCURATE AND ADEQUATE.  THE SURFACE MARK WAS FOUND IN GOOD CONDITION
 OD1408'WITH THE EXCEPTION OF ONE OF THE CORNERS WHICH HAD BEEN CHIPPED OFF
 OD1408'AND THE LEAD HAD BEEN REMOVED FROM THE DRILL HOLE.  TWO REFERENCE
 OD1408'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  DESCRIPTION
 OD1408'FOLLOWS--
 OD1408'
 OD1408'RM NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 18 FEET NORTH OF TWIN
 OD1408'6-INCH CEDAR TREES AND 15 FEET NORTHWEST OF A 5-INCH CEDAR TREE.  IT
 OD1408'IS STAMPED CROWN POINT S BASE NO 1 1943, AND IS FLUSH WITH THE GROUND.
 OD1408'
 OD1408'RM NO 2 IS NORTHWEST OF THE STATION, 25 FEET SOUTHWEST OF A STONE
 OD1408'FENCE AND 4 FEET SOUTHEAST OF A SMALL CEDAR TREE.  IT IS STAMPED
 OD1408'CROWN POINT S BASE NO 2 1943, AND PROJECTS ABOUT 10 INCHES.
 OD1408'
 OD1408'THE AZIMUTH MARK IS NORTH OF THE STATION, 60 FEET NORTHWEST OF A
 OD1408'FENCE LINE, 35 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND 20
 OD1408'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK.  IT IS STAMPED
 OD1408'CROWN POINT S BASE 1943 AND PROJECTS 6 INCHES.
 OD1408'
 OD1408'TO REACH THE STATION FROM THE NEW YORK END OF THE BRIDGE OVER LAKE
 OD1408'CHAMPLAIN AT CROWN POINT, GO SOUTH ON STATE HIGHWAY NO 8 FOR 1.95
 OD1408'MILES TO A FORK WHERE THE PAVEMENT CURVES TO THE RIGHT AND A DIRT
 OD1408'ROAD CONTINUES STRAIGHT AHEAD, THEN STRAIGHT AHEAD ON THE DIRT ROAD
 OD1408'FOR 1.45 MILES TO A T INTERSECTION JUST AFTER CROSSING A RAILROAD
 OD1408'TRACK.  TURN LEFT FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, THEN
 OD1408'CONTINUE AHEAD FOR 0.3 MILE TO A WOODEN GATE ON THE RIGHT, NEAR THE
 OD1408'TOP OF A SMALL RIDGE, THEN RIGHT (WEST) ACROSS A PASTURE FOR 0.15
 OD1408'MILE TO THE STATION.
 OD1408'
 OD1408'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 OD1408
 OD1408                          STATION RECOVERY (1975)
 OD1408
 OD1408'RECOVERY NOTE BY ACF PRECISION SURVEYS INCORPORATED 1975
 OD1408'RECOVERED IN GOOD CONDITION IN PYRAMID-TYPE STONE.  FROM THE MAIN
 OD1408'INTERSECTION IN THE TOWN OF CROWN POINT, GO NORTH ON ROUTE 22 FOR
 OD1408'2.1 MILES TO ROAD RIGHT, FOLLOW ROAD TO RAILROAD CROSSING, CONTINUE
 OD1408'SOUTH FOR 0.25 MILE TO MEADOW, CONTINUE ACROSS MEADOW AS PREVIOUSLY
 OD1408'DESCRIBED.
 OD1408
 OD1408                          STATION RECOVERY (1978)
 OD1408
 OD1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OD1408'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OD1408'RECOVERED AS DESCRIBED IN 1943 AND IN GOOD CONDITION.  A NEW
 OD1408'DESCRIPTION FOLLOWS.
 OD1408'
 OD1408'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PORT HENRY AND 2 MILES
 OD1408'NORTH OF CROWN POINT.  THE PROPERTY IS OWNED BY A MRS. SKINNER.
 OD1408'
 OD1408'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER LAKE
 OD1408'CHAMPLAIN AT CHIMNEY POINT, GO SOUTH ON STATE HIGHWAY 17 FOR 1.85
 OD1408'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH ON THE PAVED ROAD
 OD1408'FOR 1.3 MILES TO A T-ROAD JUST AFTER CROSSING RAILROAD TRACKS AND THE
 OD1408'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD
 OD1408'FOR 0.25 MILE TO THE SOUTH EDGE OF A CLEARED FIELD ON THE RIGHT AND
 OD1408'THE END OF TRUCK TRAVEL.  PACK WEST ALONG A EAST-WEST ROCK FENCE FOR
 OD1408'ABOUT 250 YARDS TO 2 LARGE TWIN TRUNKED OAK TREES AND THE STATION MARK
 OD1408'JUST TO THE SOUTHWEST.
 OD1408'
 OD1408'THE STATION IS THE DRILLED HOLE FILLED PARTIALLY WITH SOLDER IN THE
 OD1408'TOP OF A 5 X 5 INCH LIMESTONE POST THAT PROJECTS 10 INCHES.  THE POST
 OD1408'HAS USCS CUT IN THE STONE ON THE EAST SIDE, BASE LINE ON THE NORTH
 OD1408'SIDE AND 1872 ON THE WEST SIDE.  IT IS 76 FEET SOUTHWEST OF THE WEST
 OD1408'ONE OF TWO 48-INCH TWIN TRUNKED OAK TREE, 66 FEET SOUTH OF THE ROCK
 OD1408'FENCE, 15 FEET SOUTHWEST OF A TWIN TRUNKED CEDAR TREE AND 12 FEET EAST
 OD1408'SOUTHEAST OF A CEDAR TREE WITH A METAL WITNESS SIGN ATTACHED.
 OD1408'
 OD1408'REFERENCE MARK 1 STAMPED---CROWN POINT S BASE NO 1 1943---IS A
 OD1408'STANDARD DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH
 OD1408'WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH OF A TWIN TRUNKED CEDAR
 OD1408'TREE AND 2 FEET NORTHWEST OF A 3 INCH CEDAR TREE.
 OD1408'
 OD1408'REFERENCE MARK 2 STAMPED---CROWN POINT S BASE NO 2 1943---IS A
 OD1408'STANDARD DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS
 OD1408'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET NORTH-NORTHWEST OF
 OD1408'THE CEDAR TREE WITH SIGN ATTACHED AND 20 FEET SOUTH OF THE ROCK FENCE.
 OD1408'
 OD1408'THE AZIMUTH MARK STAMPED---CROWN POINT S BASE 1943---IS A STANDARD
 OD1408'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OD1408'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 164 FEET SOUTHEAST
 OD1408'OF THE CENTER OF THE ROAD WHERE IT CROSSES THE RAILROAD TRACKS, 114
 OD1408'FEET SOUTHEAST OF A POWERLINE POLE, 37 FEET NORTHEAST OF THE CENTER OF
 OD1408'THE PAVED ROAD AND 22 FEET SOUTHWEST OF THE SOUTH RAIL OF THE
 OD1408'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4391 ***********************************************************************
 LX4391  DESIGNATION -  CROWS NEST
 LX4391  PID         -  LX4391
 LX4391  STATE/COUNTY-  NY/ORANGE
 LX4391  USGS QUAD   -  WEST POINT (1981)
 LX4391
 LX4391                         *CURRENT SURVEY CONTROL
 LX4391  ___________________________________________________________________
 LX4391* NAD 83(1996)-  41 24 31.06713(N)    073 58 59.95977(W)     ADJUSTED  
 LX4391* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 LX4391  ___________________________________________________________________
 LX4391  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LX4391  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LX4391
 LX4391  HORZ ORDER  -  FIRST
 LX4391
 LX4391.The horizontal coordinates were established by classical geodetic methods
 LX4391.and adjusted by the National Geodetic Survey in January 1999..
 LX4391
 LX4391.The orthometric height was scaled from a topographic map.
 LX4391
 LX4391.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4391
 LX4391.The geoid height was determined by GEOID03.
 LX4391
 LX4391;                    North         East     Units Scale Factor Converg.
 LX4391;SPC NY E     -   286,053.400   193,196.956   MT  0.99992296   +0 20 30.3
 LX4391;SPC NY E     -   938,493.53    633,847.01   sFT  0.99992296   +0 20 30.3
 LX4391;UTM  18      - 4,584,619.138   584,974.477   MT  0.99968886   +0 40 21.0
 LX4391
 LX4391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4391!SPC NY E     -   0.99993754  x   0.99992296  =   0.99986050
 LX4391!UTM  18      -   0.99993754  x   0.99968886  =   0.99962642
 LX4391
 LX4391:                Primary Azimuth Mark                     Grid Az
 LX4391:SPC NY E     -  MT BEACON BEACON                         018 09 09.5
 LX4391:UTM  18      -  MT BEACON BEACON                         017 49 18.8
 LX4391
 LX4391|---------------------------------------------------------------------|
 LX4391| PID    Reference Object                     Distance      Geod. Az  |
 LX4391|                                                           dddmmss.s |
 LX4391| LX4375 MT BEACON BEACON                    APPROX. 9.4 KM 0182939.8 |
 LX4391| LX4382 MT BEACON FIRE TOWER                APPROX. 8.7 KM 0214808.4 |
 LX4391| CB3923 CROWS NEST RM 1                       3.036 METERS 09531     |
 LX4391| LX4331 PINK                                APPROX. 5.7 KM 1394915.0 |
 LX4391| LX4345 GLENCLYFFE SEM GRN DOME CROSS       APPROX. 5.3 KM 1512437.4 |
 LX4391| LY2512 BEAR                                APPROX.10.8 KM 1900815.5 |
 LX4391| LY2511 BEAR MTN FOREST RANGERS TOWER       APPROX.10.8 KM 1901029.8 |
 LX4391| CB3924 CROWS NEST RM 2                      10.625 METERS 22149     |
 LX4391| LY2491 FIRE TOWER                          APPROX. 4.0 KM 2381511.3 |
 LX4391|---------------------------------------------------------------------|
 LX4391
 LX4391                          SUPERSEDED SURVEY CONTROL
 LX4391
 LX4391  NAD 83(1986)-  41 24 31.06882(N)    073 58 59.96270(W) AD(       ) 1
 LX4391  NAD 27      -  41 24 30.73620(N)    073 59 01.45508(W) AD(       ) 1
 LX4391
 LX4391.Superseded values are not recommended for survey control.
 LX4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4391.See file dsdata.txt to determine how the superseded data were derived.
 LX4391
 LX4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8497484619(NAD 83)
 LX4391
 LX4391  HISTORY     - Date     Condition        Report By
 LX4391  HISTORY     - 1852     MONUMENTED       CGS
 LX4391  HISTORY     - 1881     SEE DESCRIPTION  CGS
 LX4391  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX4391  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4391  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX4391  HISTORY     - 1975     SEE DESCRIPTION  USA
 LX4391  HISTORY     - 1978     GOOD             LOCENG
 LX4391
 LX4391                          STATION DESCRIPTION
 LX4391
 LX4391'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (EB)
 LX4391'POINT WAS SECURED BY A HOLE DRILLED IN ROCK AND BY THREE DARTS ALSO
 LX4391'DRILLED POINTING TOWARDS SIGNAL.
 LX4391
 LX4391                          STATION RECOVERY (1881)
 LX4391
 LX4391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (FHG)
 LX4391'STATION IS ON HIGHEST PEAK OF CROWS NEST MT.  OWNER OF MOUNTAINS
 LX4391'COULD NOT BE FOUND, BUT IT WAS REPORTED THAT HILLS BELONG TO ACADEMY
 LX4391'AT WEST POINT.  POINT WAS SECURED BY DRILLING IN HOLES 1-1/4 INCHES
 LX4391'WIDE AND 1-1/2 INCHES DEEP IN ROCKS SURROUNDING SIGNAL.
 LX4391
 LX4391                          STATION RECOVERY (1932)
 LX4391
 LX4391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4391'STATION WAS RECOVERED AS DESCRIBED.  TWO NEW REFERENCE MARKS WERE
 LX4391'SET IN ROCK NEAR STATION.  REFERENCE MARK NO.1, STANDARD DISK, IS
 LX4391'IN DRILL HOLE E OF STATION.  REFERENCE MARK NO.2, STANDARD DISK,
 LX4391'IS IN DRILL HOLE SW OF STATION.
 LX4391
 LX4391                          STATION RECOVERY (1933)
 LX4391
 LX4391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4391'STATION WAS SUBSTANTIALLY RECOVERED AS DESCRIBED.
 LX4391
 LX4391                          STATION RECOVERY (1938)
 LX4391
 LX4391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4391'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON HIGHEST PART OF
 LX4391'MOUNTAIN ABOUT 2-1/2 MILES W OF WEST POINT MILITARY ACADEMY IN
 LX4391'U.S. ARMY RESERVATION.  MARK IS A BRONZE BOLT SET IN A DRILL HOLE
 LX4391'AND PROJECTING 1/2 INCH ABOVE GROUND.  REFERENCE MARK NO.1 IS NE
 LX4391'OF STATION, A STANDARD BRONZE DISK SET IN BEDROCK AND STAMPED
 LX4391'CROWS NEST 1851 R.M. 1.  REFERENCE MARK NO.2 IS SW OF STATION,
 LX4391'A STANDARD BRONZE DISK SET IN BEDROCK AND STAMPED CROWS NEST 1851.
 LX4391'
 LX4391'TO REACH FROM JUNCTION OF U.S.9W AND ROUTE 293, GO NW ON A NEW
 LX4391'ROAD WHICH IS AT PRESENT TIME UNDER CONSTRUCTION 1.7 MILES TO A DIM
 LX4391'ROAD TURNING R.  HERE TURN R AND GO 0.7 MILE TO TOP OF MOUNTAIN AND
 LX4391'STATION.  BOTH ROADS LEADING TO STATION ARE VERY ROUGH AND CARE
 LX4391'SHOULD BE USED WHEN DRIVING TO STATION.
 LX4391
 LX4391                          STATION RECOVERY (1975)
 LX4391
 LX4391'RECOVERY NOTE BY US ARMY 1975
 LX4391'STATION RECOVERED IN GOOD CONDITION.  TO REACH STATION FROM JUNCTION
 LX4391'U.S. 9W AND ROUTE 293, GO N ON U.S. 9W TO THE SECOND PARKING AREA
 LX4391'NEAR THE TOP OF CROWS NEST MOUNTAIN.  TAKE ROAD TO THE RIGHT ABOUT
 LX4391'50 METERS N OF THE PARKING AREA.  STATION IS AT THE END OF THIS
 LX4391'ROAD.
 LX4391
 LX4391                          STATION RECOVERY (1978)
 LX4391
 LX4391'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DHB)
 LX4391'STATION AND REFERENCE MARKS RECOVERED.  STATION MARK IS LOCATED
 LX4391'INSIDE THE PERIMETER OF A CHAIN LINK FENCE SURROUNDING A STEEL
 LX4391'TOWER.  ENTRY MAY BE OBTAINED FROM THE WEST POINT RANGE CONTROL
 LX4391'OFFICER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4220 ***********************************************************************
 LX4220  DESIGNATION -  CRU
 LX4220  PID         -  LX4220
 LX4220  STATE/COUNTY-  NY/WESTCHESTER
 LX4220  USGS QUAD   -  HAVERSTRAW (1979)
 LX4220
 LX4220                         *CURRENT SURVEY CONTROL
 LX4220  ___________________________________________________________________
 LX4220* NAD 83(1996)-  41 14 10.75651(N)    073 55 51.29736(W)     ADJUSTED  
 LX4220* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 LX4220  ___________________________________________________________________
 LX4220  LAPLACE CORR-           8.31  (seconds)                    DEFLEC99
 LX4220  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX4220
 LX4220  HORZ ORDER  -  THIRD
 LX4220
 LX4220.The horizontal coordinates were established by classical geodetic methods
 LX4220.and adjusted by the National Geodetic Survey in January 1999..
 LX4220
 LX4220.The orthometric height was scaled from a topographic map.
 LX4220
 LX4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4220
 LX4220.The geoid height was determined by GEOID03.
 LX4220
 LX4220;                    North         East     Units Scale Factor Converg.
 LX4220;SPC NY E     -   266,946.042   197,703.903   MT  0.99992800   +0 22 30.5
 LX4220;SPC NY E     -   875,805.47    648,633.56   sFT  0.99992800   +0 22 30.5
 LX4220;UTM  18      - 4,565,542.491   589,590.391   MT  0.99969878   +0 42 17.1
 LX4220
 LX4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4220!SPC NY E     -   0.99999962  x   0.99992800  =   0.99992762
 LX4220!UTM  18      -   0.99999962  x   0.99969878  =   0.99969840
 LX4220
 LX4220|---------------------------------------------------------------------|
 LX4220| PID    Reference Object                     Distance      Geod. Az  |
 LX4220|                                                           dddmmss.s |
 LX4220| CB3925 CRU RM 1                             15.170 METERS 07842     |
 LX4220| LX4213 LARKIN                              APPROX. 3.1 KM 1281015.2 |
 LX4220| CB3926 CRU RM 2                             17.790 METERS 13221     |
 LX4220|---------------------------------------------------------------------|
 LX4220
 LX4220                          SUPERSEDED SURVEY CONTROL
 LX4220
 LX4220  NAD 83(1996)-  41 14 10.75778(N)    073 55 51.29867(W) AD(       ) 3
 LX4220  NAD 83(1992)-  41 14 10.75769(N)    073 55 51.29903(W) AD(       ) 3
 LX4220  NAD 83(1986)-  41 14 10.75795(N)    073 55 51.29856(W) AD(       ) 3
 LX4220  NAD 27      -  41 14 10.41994(N)    073 55 52.79959(W) AD(       ) 3
 LX4220
 LX4220.Superseded values are not recommended for survey control.
 LX4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4220.See file dsdata.txt to determine how the superseded data were derived.
 LX4220
 LX4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8959065542(NAD 83)
 LX4220_MARKER: Z = SEE DESCRIPTION
 LX4220_SETTING: 0 = UNSPECIFIED SETTING
 LX4220
 LX4220  HISTORY     - Date     Condition        Report By
 LX4220  HISTORY     - 1932     MONUMENTED       CGS
 LX4220
 LX4220                          STATION DESCRIPTION
 LX4220
 LX4220'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4220'STATION IS LOCATED ON THE E SIDE OF THE HUDSON RIVER ABOUT
 LX4220'2-1/2 MILES NW OF THE VILLAGE OF CROTON AND ABOUT 1/4 MILE
 LX4220'ABOVE BALL FIELD AT CRUGER PARK.  THE STATION IS MARKED BY A
 LX4220'STANDARD DISK CEMENTED IN A DRILL HOLE IN A SMALL OUTCROPPING
 LX4220'ROCK WHICH IS ALMOST FLUSH WITH THE SURROUNDING GROUND.
 LX4220'
 LX4220'THERE ARE TWO REFERENCE MARKS STAMPED NO.1 AND NO.2 SET IN
 LX4220'DRILL HOLES IN OUTCROPPING ROCKS ALMOST FLUSH WITH SURROUNDING
 LX4220'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2160 ***********************************************************************
 MZ2160  DESIGNATION -  CRUGER ISLAND LIGHT
 MZ2160  PID         -  MZ2160
 MZ2160  STATE/COUNTY-  NY/DUTCHESS
 MZ2160  USGS QUAD   -  SAUGERTIES (1978)
 MZ2160
 MZ2160                         *CURRENT SURVEY CONTROL
 MZ2160  ___________________________________________________________________
 MZ2160* NAD 83(1996)-  42 02 02.81486(N)    073 55 45.92571(W)     ADJUSTED  
 MZ2160* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2160  ___________________________________________________________________
 MZ2160  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MZ2160  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MZ2160
 MZ2160  HORZ ORDER  -  THIRD
 MZ2160
 MZ2160.The horizontal coordinates were established by classical geodetic methods
 MZ2160.and adjusted by the National Geodetic Survey in January 1999..
 MZ2160
 MZ2160.The orthometric height was scaled from a topographic map.
 MZ2160
 MZ2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2160
 MZ2160.The geoid height was determined by GEOID03.
 MZ2160
 MZ2160;                    North         East     Units Scale Factor Converg.
 MZ2160;SPC NY E     -   355,546.478   197,242.771   MT  0.99992745   +0 22 55.4
 MZ2160;SPC NY E     - 1,166,488.74    647,120.66   sFT  0.99992745   +0 22 55.4
 MZ2160;UTM  18      - 4,654,118.383   588,615.743   MT  0.99969663   +0 43 00.8
 MZ2160
 MZ2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2160!SPC NY E     -   1.00000453  x   0.99992745  =   0.99993198
 MZ2160!UTM  18      -   1.00000453  x   0.99969663  =   0.99970116
 MZ2160
 MZ2160                          SUPERSEDED SURVEY CONTROL
 MZ2160
 MZ2160  NAD 83(1986)-  42 02 02.81280(N)    073 55 45.92802(W) AD(       ) 3
 MZ2160  NAD 27      -  42 02 02.48600(N)    073 55 47.43900(W) AD(       ) 3
 MZ2160
 MZ2160.Superseded values are not recommended for survey control.
 MZ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2160.See file dsdata.txt to determine how the superseded data were derived.
 MZ2160
 MZ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8861654118(NAD 83)
 MZ2160
 MZ2160  HISTORY     - Date     Condition        Report By
 MZ2160  HISTORY     - 1934     MONUMENTED       CGS
 MZ2160  HISTORY     - 1979     GOOD             NGS
 MZ2160  HISTORY     - 1984     GOOD             USPSQD
 MZ2160
 MZ2160                          STATION DESCRIPTION
 MZ2160
 MZ2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2160'ON THE E SIDE OF HUDSON RIVER, 2-1/2 MILES BELOW SAUGERTIES,
 MZ2160'ON NW SHORE OF CRUGER ISLAND.
 MZ2160'
 MZ2160'FLASHING RED LIGHT, RED, PYRAMIDAL, SKELETON STEEL TOWER WITH
 MZ2160'WHITE TANK HOUSE AND RED SQUARE CONCRETE BASE.
 MZ2160'
 MZ2160'CAP OF LIGHT OBSERVED ON AS STATION.
 MZ2160
 MZ2160                          STATION RECOVERY (1979)
 MZ2160
 MZ2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MZ2160'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE LIGHT IS RED AND THE
 MZ2160'SKELETON STEEL TOWER AND BASE IS NOW PAINTED WHITE.
 MZ2160
 MZ2160                          STATION RECOVERY (1984)
 MZ2160
 MZ2160'RECOVERY NOTE BY US POWER SQUADRON 1984 (CBS)
 MZ2160'STATION RECOVERED GOOD.
 MZ2160'
 MZ2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2154 ***********************************************************************
 MZ2154  DESIGNATION -  CRUGER RESET
 MZ2154  PID         -  MZ2154
 MZ2154  STATE/COUNTY-  NY/DUTCHESS
 MZ2154  USGS QUAD   -  SAUGERTIES (1978)
 MZ2154
 MZ2154                         *CURRENT SURVEY CONTROL
 MZ2154  ___________________________________________________________________
 MZ2154* NAD 83(1996)-  42 01 41.14620(N)    073 55 51.72687(W)     ADJUSTED  
 MZ2154* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 MZ2154  ___________________________________________________________________
 MZ2154  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MZ2154  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MZ2154
 MZ2154  HORZ ORDER  -  THIRD
 MZ2154
 MZ2154.The horizontal coordinates were established by classical geodetic methods
 MZ2154.and adjusted by the National Geodetic Survey in January 1999..
 MZ2154
 MZ2154.The orthometric height was scaled from a topographic map.
 MZ2154
 MZ2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2154
 MZ2154.The geoid height was determined by GEOID03.
 MZ2154
 MZ2154;                    North         East     Units Scale Factor Converg.
 MZ2154;SPC NY E     -   354,877.091   197,113.792   MT  0.99992730   +0 22 51.3
 MZ2154;SPC NY E     - 1,164,292.59    646,697.50   sFT  0.99992730   +0 22 51.3
 MZ2154;UTM  18      - 4,653,448.409   588,490.706   MT  0.99969635   +0 42 56.6
 MZ2154
 MZ2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2154!SPC NY E     -   1.00000453  x   0.99992730  =   0.99993183
 MZ2154!UTM  18      -   1.00000453  x   0.99969635  =   0.99970088
 MZ2154
 MZ2154:                Primary Azimuth Mark                     Grid Az
 MZ2154:SPC NY E     -  SAUGERTIES LIGHT                         000 58 00.0
 MZ2154:UTM  18      -  SAUGERTIES LIGHT                         000 37 54.7
 MZ2154
 MZ2154|---------------------------------------------------------------------|
 MZ2154| PID    Reference Object                     Distance      Geod. Az  |
 MZ2154|                                                           dddmmss.s |
 MZ2154| MZ2137 SAUGERTIES LIGHT                    APPROX. 4.9 KM 0012051.3 |
 MZ2154| DA2480 CRUGER RM 2                           9.026 METERS 07806     |
 MZ2154| DA2481 CRUGER RM 3                           5.665 METERS 21145     |
 MZ2154| DA2479 CRUGER RM 1                           7.815 METERS 28553     |
 MZ2154| MZ2164 GLASCO WASHBURN BRICK CO S STK      APPROX. 1.5 KM 3142718.7 |
 MZ2154| MZ2150 GLASCO ST JOSEPH CATH CH SPIRE      APPROX. 2.2 KM 3195434.2 |
 MZ2154| MZ2165 GLASCO WASHBURN BRICK CO N STK      APPROX. 1.6 KM 3221112.0 |
 MZ2154| MZ2151 GLASCO METH CH UNPAINTED SPIRE      APPROX. 2.3 KM 3221225.0 |
 MZ2154| MZ2149 GLASCO ABANDONED CH SPIRE           APPROX. 2.1 KM 3253542.9 |
 MZ2154|---------------------------------------------------------------------|
 MZ2154
 MZ2154                          SUPERSEDED SURVEY CONTROL
 MZ2154
 MZ2154  NAD 83(1986)-  42 01 41.14446(N)    073 55 51.72887(W) AD(       ) 3
 MZ2154  NAD 27      -  42 01 40.81700(N)    073 55 53.23900(W) AD(       ) 3
 MZ2154
 MZ2154.Superseded values are not recommended for survey control.
 MZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2154.See file dsdata.txt to determine how the superseded data were derived.
 MZ2154
 MZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8849153448(NAD 83)
 MZ2154_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ2154
 MZ2154  HISTORY     - Date     Condition        Report By
 MZ2154  HISTORY     - 1934     MONUMENTED       CGS
 MZ2154  HISTORY     - 1976     SEE DESCRIPTION  NGS
 MZ2154  HISTORY     - 1979     SEE DESCRIPTION  NGS
 MZ2154
 MZ2154                          STATION DESCRIPTION
 MZ2154
 MZ2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2154'ON E SHORE OF HUDSON RIVER ON CRUGER ISLAND.  STATION IS ON SW
 MZ2154'POINT OF ISLAND AND CRUGER ISLAND LIGHT IS VISIBLE.  STATION IS
 MZ2154'35 FEET N OF SMALL POINT AND 15 FEET E OF HIGH-WATER LINE.
 MZ2154'
 MZ2154'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2154'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 MZ2154'
 MZ2154'REFERENCE MARK NO.1 IS 25 FEET W OF STATION AND SET IN LARGE
 MZ2154'BOULDER THAT IS MOST WESTERLY ROCK ON POINT.  REFERENCE MARK
 MZ2154'NO.2 IS 29 FEET E OF STATION.
 MZ2154
 MZ2154                          STATION RECOVERY (1976)
 MZ2154
 MZ2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 MZ2154'DISTANCE FROM RM NO.1 TO RM NO.2 = 16.354 METERS, 53.65 FEET.
 MZ2154'
 MZ2154'STATION MARK IS GONE BUT BOTH REFERENCE MARKS WERE RECOVERED
 MZ2154'IN GOOD CONDITION.  VIEW FROM STATION POINT IS OPEN FROM SOUTH,
 MZ2154'CLOCKWISE AROUND TO NORTH-NORTHWEST.  IN LOOKING FOR AN
 MZ2154'UNDERGROUND MARK, BEDROCK WAS FOUND JUST A FEW INCHES BENEATH
 MZ2154'GROUND LEVEL.  EXCEPT IN A VERY CASES, UNDERGROUND MARKS WERE
 MZ2154'NOT SET AT THE STATIONS IN THE HUDSON RIVER 3RD-ORDER ARC.
 MZ2154'
 MZ2154'THE STATION LOCATION IS AT THE SOUTH END OF CRUGER ISLAND, 50
 MZ2154'YARDS NORTHWEST OF END OF A GOOD TRAIL AT EXTREME SOUTH TIP, AND
 MZ2154'ABOUT 6 FEET EAST OF EDGE OF SHORELINE BLUFF.
 MZ2154'
 MZ2154'RM NO.1 IS A STANDARD DISK STAMPED CRUGER NO 1 1934, CEMENTED
 MZ2154'IN A DRILL HOLE IN THE TOP OF A LARGE, POINTED, BEDROCK OUTCROP
 MZ2154'IN THE RIVER EDGE, 20 FEET WEST OF THE EDGE OF THE MAIN BLUFF,
 MZ2154'AND PROJECTING ABOUT 5 FEET ABOVE WATER.
 MZ2154'
 MZ2154'RM NO.2 IS A STANDARD DISK STAMPED CRUGER NO 2 1934, SET IN THE
 MZ2154'TOP OF A 9-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 MZ2154'FROM GROUND.
 MZ2154'
 MZ2154'TO REACH STATION FROM THE JUNCTION OF NY RTES. 9G AND 199,
 MZ2154'ABOUT 1-1/2 MILES WEST OF RED HOOK, GO NORTH ON RTE. 9G FOR 1.9
 MZ2154'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON COUNTY RTE. 103
 MZ2154'FOR 0.1 MILE TO THE VEHICLE ENTRANCE TO BARDS COLLEGE ON
 MZ2154'RIGHT.  KEEP AHEAD FOR 0.2 MILE TO WARD MANOR, A SMALL,
 MZ2154'CASTLE-LIKE BUILDING ON RIGHT, WHERE THE MAIN ROAD CURVES
 MZ2154'LEFT.  KEEP AHEAD AND FOLLOW ROUGH TRACK ROAD WEST FOR 1.1
 MZ2154'MILES TO THE RAILROAD LINE, AND END OF TRUCK TRAVEL.  WALK
 MZ2154'WEST ON OLD OVERGROWN ROAD FOR 220 YARDS TO A TRAIL JUNCTION
 MZ2154'GOING NORTH.  KEEP AHEAD FOR 90 YARDS TO A TRAIL JUNCTION ON
 MZ2154'THE LEFT.  FOLLOW THIS TRAIL SOUTH FOR 650 YARDS TO SOUTH
 MZ2154'TIP OF ISLAND AND STATION.
 MZ2154'
 MZ2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2154'2-1/4 MILES SSW OF TIVOLI.
 MZ2154
 MZ2154                          STATION RECOVERY (1979)
 MZ2154
 MZ2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MZ2154'THE STATION MARK HAS BEEN DESTROYED AND THERE WAS NO UNDERGROUND MARK
 MZ2154'SET AT THIS STATION.  REFERENCE MARKS NUMBER 1 AND 2 WERE FOUND IN
 MZ2154'GOOD CONDITION.  A NEW STATION MARK AND REFERENCE MARK NUMBER 3 WERE
 MZ2154'SET AT THIS TIME.
 MZ2154'
 MZ2154'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 199 AND 9G ABOUT
 MZ2154'1.5 MILES WEST OF RED HOOK, GO NORTH ON 9G FOR 1.9 MILES TO A CROSS
 MZ2154'ROAD.  TURN LEFT AND GO WEST ON COUNTY ROAD 103 FOR 0.3 MILE TO WARD
 MZ2154'MANOR (BARD COLLEGE) ON THE RIGHT.  PROCEED STRAIGHT AHEAD ON A GRAVEL
 MZ2154'TRACK ROAD FOR 1.1 MILES TO A RAILROAD TRACK AND THE END OF TRUCK
 MZ2154'TRAVEL.  NOTE--ABOUT 500 YARDS EAST OF THE RAILROAD TRACKS IS A LOW
 MZ2154'SPOT IN THE TRACK ROAD THAT IS SUBMERGED AT TIMES OF HIGH TIDE.  PACK
 MZ2154'WEST ACROSS TRACKS FOR ABOUT 150 YARDS ALONG AN OLD ROAD TO A
 MZ2154'TRAIL LEADING NORTH.  FOLLOW THIS TRAIL NORTH AND WEST FOR ABOUT 100
 MZ2154'YARDS TO ANOTHER TRAIL JUNCTION ON THE LEFT.  TAKE THIS LEFT JUNCTION
 MZ2154'AND FOLLOW TRAIL SOUTH TO THE SOUTH TIP OF THE ISLAND AND THE
 MZ2154'STATION.  (ABOUT 0.4 MILE).
 MZ2154'
 MZ2154'THE STATION IS A STANDARD MARK STAMPED---CRUGER 1934 1979---CEMENTED
 MZ2154'IN A DRILL HOLE IN BEDROCK.  THE MARK IS ABOUT ONE FOOT BELOW THE
 MZ2154'LEVEL OF THE GROUND.  THERE IS A SHORT SECTION OF A METAL REBAR
 MZ2154'CEMENTED IN THE HOLE ALONGSIDE THE STEM OF THE MARK.  THE MARK IS
 MZ2154'ABOUT 6 FEET EAST OF THE WEST EDGE OF THE ISLAND (HIGH WATER LINE), 60
 MZ2154'FEET SOUTH WEST OF A TRIANGULAR BLAZE IN A 14 INCH OAK, AND
 MZ2154'APPROXIMATELY 50 YARDS NORTHWEST OF THE SOUTHERLY TIP OF CRUGER
 MZ2154'ISLAND.  THERE WAS NO UNDERGROUND MARK SET.
 MZ2154'
 MZ2154'REFERENCE MARK 1 IS A STANDARD MARK STAMPED---CRUGER NO 1 1934---SET
 MZ2154'IN THE TOP OF A LARGE POINTED BEDROCK WHICH IS DETACHED FROM THE
 MZ2154'ISLAND AT HIGH TIDES.  IT IS ABOUT 20 FEET WEST OF THE WEST EDGE OF
 MZ2154'THE ISLAND.
 MZ2154'
 MZ2154'REFERENCE MARK 2 IS A STANDARD MARK STAMPED---CRUGER NO 2 1934---SET
 MZ2154'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  A 3/8
 MZ2154'INCH DIAMETER REBAR WAS DRIVEN IN ADJACENT TO THE MONUMENT.  THE MARK
 MZ2154'IS 23.7 FEET SOUTHEAST OF THE HIGH WATER LINE AND 32.7 FEET SOUTHWEST
 MZ2154'OF A TRIANGULAR BLAZE ON A 14 INCH OAK.
 MZ2154'
 MZ2154'REFERENCE MARK 3 IS A STANDARD MARK STAMPED---CRUGER 1934 NO 3
 MZ2154'1979---SET IN A SLOPING PIECE OF BEDROCK ABOUT ONE FOOT WIDE AT THE
 MZ2154'TOP.  THE MARK IS AT OR SLIGHTLY BELOW THE HIGH WATER MARK AND A
 MZ2154'SHORT SECTION OF A METAL REBAR WAS ALSO CEMENTED IN THE DRILL HOLE
 MZ2154'ALONGSIDE THE STEM OF THE MARK.
 MZ2154'
 MZ2154'NO AZIMUTH MARK WAS SET, HOWEVER SEVERAL INTERSECTION STATIONS ARE
 MZ2154'VISIBLE.
 MZ2154'
 MZ2154'THE MEASUREMENT FROM RM 2 TO RM 3 IS 44.53 FEET OR 13.570 METERS
 MZ2154'HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1510 ***********************************************************************
 NC1510  DESIGNATION -  CRUICKSHANK
 NC1510  PID         -  NC1510
 NC1510  STATE/COUNTY-  NY/ERIE
 NC1510  USGS QUAD   -  BUFFALO NW (1965)
 NC1510
 NC1510                         *CURRENT SURVEY CONTROL
 NC1510  ___________________________________________________________________
 NC1510* NAD 83(1996)-  42 58 39.38627(N)    078 52 47.05603(W)     ADJUSTED  
 NC1510* NAVD 88     -       217.4    (meters)     713.     (feet)  VERTCON   
 NC1510  ___________________________________________________________________
 NC1510  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NC1510  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 NC1510
 NC1510  HORZ ORDER  -  FIRST
 NC1510
 NC1510.The horizontal coordinates were established by classical geodetic methods
 NC1510.and adjusted by the National Geodetic Survey in January 1999..
 NC1510
 NC1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1510
 NC1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1510
 NC1510.The geoid height was determined by GEOID03.
 NC1510
 NC1510;                    North         East     Units Scale Factor Converg.
 NC1510;SPC NY W     -   330,725.154   325,823.622   MT  0.99994469   -0 12 07.4
 NC1510;SPC NY W     - 1,085,054.11  1,068,973.00   sFT  0.99994469   -0 12 07.4
 NC1510;UTM  17      - 4,760,509.342   672,884.674   MT  0.99996771   +1 26 44.8
 NC1510
 NC1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1510!SPC NY W     -   0.99997144  x   0.99994469  =   0.99991613
 NC1510!UTM  17      -   0.99997144  x   0.99996771  =   0.99993915
 NC1510
 NC1510:                Primary Azimuth Mark                     Grid Az
 NC1510:SPC NY W     -  CRUICKSHANK RM 3                         018 47 19.2
 NC1510:UTM  17      -  CRUICKSHANK RM 3                         017 08 27.0
 NC1510
 NC1510|---------------------------------------------------------------------|
 NC1510| PID    Reference Object                     Distance      Geod. Az  |
 NC1510|                                                           dddmmss.s |
 NC1510| CZ9308 CRUICKSHANK RM 3                                   0183511.8 |
 NC1510| CZ9306 CRUICKSHANK RM 1                      5.480 METERS 20239     |
 NC1510| CZ9307 CRUICKSHANK RM 2                      4.920 METERS 33031     |
 NC1510|---------------------------------------------------------------------|
 NC1510
 NC1510                          SUPERSEDED SURVEY CONTROL
 NC1510
 NC1510  NAD 83(1986)-  42 58 39.39231(N)    078 52 47.05350(W) AD(       ) 1
 NC1510  NAD 27      -  42 58 39.18649(N)    078 52 47.92145(W) AD(       ) 1
 NC1510  NGVD 29 (07/19/86)  217.6    (m)          714.     (f) VERT ANG       
 NC1510
 NC1510.Superseded values are not recommended for survey control.
 NC1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1510.See file dsdata.txt to determine how the superseded data were derived.
 NC1510
 NC1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7288560509(NAD 83)
 NC1510_MARKER: DS = TRIANGULATION STATION DISK
 NC1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1510
 NC1510  HISTORY     - Date     Condition        Report By
 NC1510  HISTORY     - 1972     MONUMENTED       NGS
 NC1510
 NC1510                          STATION DESCRIPTION
 NC1510
 NC1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1510'THE STATION IS LOCATED IN THE WEST ANGLE OF THE INTERSECTION
 NC1510'OF JUNE AND ELMWOOD STREETS, ATOP THE KENMORE MERCY HOSPITAL IN
 NC1510'KENMORE.
 NC1510'
 NC1510'STATION MARK, STAMPED CRUICKSHANK 1972 IS A STANDARD DISK SET
 NC1510'IN A SQUARE CONCRETE MONUMENT THAT IS ENLAYED IN THE TAR OF THE
 NC1510'ROOF SURFACE.  IT PROJECTS 3 INCHES.  IT IS 15 FEET WEST OF THE
 NC1510'BASE OF A BRONZE STATUE AND 11 FEET NORTHWEST OF THE LADDER
 NC1510'LEADING TO THE ROOF.
 NC1510'
 NC1510'REFERENCE MARK 1, STAMPED CRUICKSHANK NO 1 1972 IS A STANDARD
 NC1510'DISK SET IN A SQUARE CONCRETE MONUMENT THAT IS ENLAYED IN THE TAR
 NC1510'OF THE ROOF SURFACE.  IT PROJECTS 4 INCHES.  IT IS 29 FEET
 NC1510'SOUTHWEST OF THE BASE OF THE STATUE AND 19 FEET SOUTHWEST OF THE
 NC1510'LADDER.
 NC1510'
 NC1510'REFERENCE MARK 2, STAMPED CRUICKSHANK NO 2 1972 IS A STANDARD
 NC1510'DISK SET IN A SQUARE CONCRETE MONUMENT THAT IS ENLAYED IN THE TAR
 NC1510'OF THE ROOF SURFACE.  IT PROJECTS 3 INCHES. IT IS 27 FEET
 NC1510'NORTHWEST OF THE LADDER AND 25 FEET NORTHWEST OF THE BASE OF THE
 NC1510'STATUE.
 NC1510'
 NC1510'REFERENCE MARK 3, STAMPED CRUICKSHANK NO 3 1972 IS A STANDARD
 NC1510'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE MEDIAN STRIP.  IT
 NC1510'IS 44 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE OF
 NC1510'SHERIDAN DRIVE, 33.5 FEET NORTH OF THE CENTER OF THE EAST BOUND
 NC1510'LANE OF SHERIDAN DRIVE, 11 FEET SOUTHWEST OF A TRAFFIC DETECTOR
 NC1510'POLE AND 9 FEET WEST OF A METAL WITNESS POST.
 NC1510'
 NC1510'TO REACH REFERENCE MARK 3 FROM THE ENTRANCE TO THE HOSPITAL, GO
 NC1510'NORTH ON ELMWOOD STREET FOR 0.2 MILE TO THE JUNCTION OF SHERIDAN
 NC1510'DRIVE AND THE MARK ON THE RIGHT IN THE CONCRETE MEDIAN STRIP.
 NC1510'
 NC1510'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4579 ***********************************************************************
 LX4579  DESIGNATION -  CRUM ELBOW POINT
 LX4579  PID         -  LX4579
 LX4579  STATE/COUNTY-  NY/ULSTER
 LX4579  USGS QUAD   -  HYDE PARK (1997)
 LX4579
 LX4579                         *CURRENT SURVEY CONTROL
 LX4579  ___________________________________________________________________
 LX4579* NAD 83(1996)-  41 45 07.92035(N)    073 56 40.19103(W)     ADJUSTED  
 LX4579* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4579  ___________________________________________________________________
 LX4579  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 LX4579  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX4579
 LX4579  HORZ ORDER  -  THIRD
 LX4579
 LX4579.The horizontal coordinates were established by classical geodetic methods
 LX4579.and adjusted by the National Geodetic Survey in January 1999..
 LX4579
 LX4579.The orthometric height was scaled from a topographic map.
 LX4579
 LX4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4579
 LX4579.The geoid height was determined by GEOID03.
 LX4579
 LX4579;                    North         East     Units Scale Factor Converg.
 LX4579;SPC NY E     -   324,228.579   196,197.395   MT  0.99992625   +0 22 11.7
 LX4579;SPC NY E     - 1,063,739.93    643,690.95   sFT  0.99992625   +0 22 11.7
 LX4579;UTM  18      - 4,622,802.165   587,753.099   MT  0.99969476   +0 42 10.5
 LX4579
 LX4579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4579!SPC NY E     -   1.00000470  x   0.99992625  =   0.99993095
 LX4579!UTM  18      -   1.00000470  x   0.99969476  =   0.99969946
 LX4579
 LX4579                          SUPERSEDED SURVEY CONTROL
 LX4579
 LX4579  NAD 83(1986)-  41 45 07.92244(N)    073 56 40.19171(W) AD(       ) 3
 LX4579  NAD 27      -  41 45 07.58400(N)    073 56 41.69600(W) AD(       ) 3
 LX4579
 LX4579.Superseded values are not recommended for survey control.
 LX4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4579.See file dsdata.txt to determine how the superseded data were derived.
 LX4579
 LX4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8775322802(NAD 83)
 LX4579
 LX4579  HISTORY     - Date     Condition        Report By
 LX4579  HISTORY     - 1854     MONUMENTED       CGS
 LX4579  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4579
 LX4579                          STATION DESCRIPTION
 LX4579
 LX4579'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4579'FOUND A LARGE DRILL HOLE IN A LARGE ROCK NEAR THE HIGHWATER LINE
 LX4579'AS DESCRIBED.
 LX4579'
 LX4579'DID NOT RE-MARK THE STATION AS CRUM ELBOW POINT 2 WAS
 LX4579'RECOVERED 11.42 METERS W OF THIS STATION AND IS BETTER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4578 ***********************************************************************
 LX4578  DESIGNATION -  CRUM ELBOW POINT 2
 LX4578  PID         -  LX4578
 LX4578  STATE/COUNTY-  NY/ULSTER
 LX4578  USGS QUAD   -  HYDE PARK (1997)
 LX4578
 LX4578                         *CURRENT SURVEY CONTROL
 LX4578  ___________________________________________________________________
 LX4578* NAD 83(1996)-  41 45 07.81236(N)    073 56 40.66383(W)     ADJUSTED  
 LX4578* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4578  ___________________________________________________________________
 LX4578  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 LX4578  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX4578
 LX4578  HORZ ORDER  -  THIRD
 LX4578
 LX4578.The horizontal coordinates were established by classical geodetic methods
 LX4578.and adjusted by the National Geodetic Survey in January 1999..
 LX4578
 LX4578.The orthometric height was scaled from a topographic map.
 LX4578
 LX4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4578
 LX4578.The geoid height was determined by GEOID03.
 LX4578
 LX4578;                    North         East     Units Scale Factor Converg.
 LX4578;SPC NY E     -   324,225.177   196,186.494   MT  0.99992624   +0 22 11.4
 LX4578;SPC NY E     - 1,063,728.77    643,655.19   sFT  0.99992624   +0 22 11.4
 LX4578;UTM  18      - 4,622,798.700   587,742.220   MT  0.99969474   +0 42 10.2
 LX4578
 LX4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4578!SPC NY E     -   1.00000470  x   0.99992624  =   0.99993094
 LX4578!UTM  18      -   1.00000470  x   0.99969474  =   0.99969944
 LX4578
 LX4578|---------------------------------------------------------------------|
 LX4578| PID    Reference Object                     Distance      Geod. Az  |
 LX4578|                                                           dddmmss.s |
 LX4578| LX4579 CRUM ELBOW POINT                     11.420 METERS 07302     |
 LX4578| LX4485 ST ANDREW ON HUD BELL TR CROSS      APPROX. 1.2 KM 1262400.9 |
 LX4578| LX4491 CLEARWATER 2 RESET                  APPROX. 1.9 KM 1825716.9 |
 LX4578| CB3928 CRUM ELBOW POINT 2 RM 2              17.280 METERS 25605     |
 LX4578| CB3927 CRUM ELBOW POINT 2 RM 1              19.000 METERS 31116     |
 LX4578|---------------------------------------------------------------------|
 LX4578
 LX4578                          SUPERSEDED SURVEY CONTROL
 LX4578
 LX4578  NAD 83(1986)-  41 45 07.81445(N)    073 56 40.66451(W) AD(       ) 3
 LX4578  NAD 27      -  41 45 07.47600(N)    073 56 42.16900(W) AD(       ) 3
 LX4578
 LX4578.Superseded values are not recommended for survey control.
 LX4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4578.See file dsdata.txt to determine how the superseded data were derived.
 LX4578
 LX4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8774222799(NAD 83)
 LX4578_MARKER: X = CHISELED CROSS
 LX4578_SETTING: 66 = SET IN ROCK OUTCROP
 LX4578
 LX4578  HISTORY     - Date     Condition        Report By
 LX4578  HISTORY     - 1854     MONUMENTED       CGS
 LX4578  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX4578  HISTORY     - 1975     GOOD             NGS
 LX4578
 LX4578                          STATION DESCRIPTION
 LX4578
 LX4578'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4578'THIS STATION WAS ESTABLISHED BY J.B. MILLER IN 1905.  THE STATION
 LX4578'WAS RECOVERED, MARKED BY A TRIANGLE CUT IN THE ROCK WITH A DRILL
 LX4578'HOLE IN THE CENTER AND TWO CROSSES CUT IN THE VERTICAL FACE OF THE
 LX4578'CLIFF WERE RECOVERED.  THE STATION WAS RE-MARKED BY A STANDARD
 LX4578'DISK CEMENTED IN THE DRILL HOLE AND STAMPED CRUM ELBOW 2
 LX4578'1905-1933.  STANDARD DISK REFERENCE MARKS WERE CEMENTED IN DRILL
 LX4578'HOLES IN THE CROSSES CUT IN THE CLIFF ON THE OPPOSITE SIDE OF
 LX4578'THE RAILROAD AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACKS.
 LX4578'THE STATION IS LOCATED ON THE W BANK OF THE HUDSON RIVER ON
 LX4578'CRUM ELBOW POINT.  IT IS 7.32 METERS E OF THE E RAIL OF THE
 LX4578'RAILROAD AND 65.9 METERS NE OF MILEPOST N.Y. 75.  THERE IS A
 LX4578'SIGN NEAR THE STATION MARKED CRUM ELBOW.  THE STATION IS ON THE
 LX4578'HIGH GROUND NEAR THE TRACKS, AND 11.42 METERS E OF THIS STATION
 LX4578'IS OLD STATION CRUM ELBOW 1854 WHICH IS ON A LARGE ROCK NEAR
 LX4578'THE HIGH-WATER LINE AND ONLY ABOUT 2 FEET HIGHER THAN HIGH-WATER
 LX4578'LEVEL.  IT IS MARKED BY A LARGE DRILL HOLE AND WAS NOT
 LX4578'RE-MARKED.
 LX4578'
 LX4578'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX4578
 LX4578                          STATION RECOVERY (1975)
 LX4578
 LX4578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4578'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 LX4578'DISK HAS BEEN PRIED OFF, BUT THE SHANK REMAINS IN THE DRILL
 LX4578'HOLE.  VIEW FROM STATION IS OPEN FROM NORTH CLOCKWISE AROUND TO
 LX4578'SOUTHWEST.  TREES AND HILLS BLOCK THE REMAINING AREA.  DISTANCE
 LX4578'AND ANGLES TO REFERENCE MARKS WERE NOT CHECKED.
 LX4578'
 LX4578'TO REACH STATION FROM THE CENTER OF HIGHLAND, GO NORTH ON
 LX4578'U.S. HIGHWAY 9W FOR 2.2 MILES TO CROSSROAD.  TURN RIGHT ON RED TOP
 LX4578'ROAD AND GO EAST 0.8 MILE TO FORK.  TAKE RIGHT FORK AND GO SOUTH
 LX4578'ON BELLEVUE RD. FOR 0.45 MILE TO TRACK ROAD ON LEFT.  FROM HERE
 LX4578'WALK EAST ABOUT 1/4 MILE DOWN TO RIVER AND STATION.
 LX4578'
 LX4578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4578'2 MILES NORTH OF HIGHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0980 ***********************************************************************
 NC0980  DESIGNATION -  CUBA
 NC0980  PID         -  NC0980
 NC0980  STATE/COUNTY-  NY/ALLEGANY
 NC0980  USGS QUAD   -  FRIENDSHIP (1978)
 NC0980
 NC0980                         *CURRENT SURVEY CONTROL
 NC0980  ___________________________________________________________________
 NC0980* NAD 83(1996)-  42 12 03.67634(N)    078 14 11.62779(W)     ADJUSTED  
 NC0980* NAVD 88     -       686.2    (meters)    2251.     (feet)  VERTCON   
 NC0980  ___________________________________________________________________
 NC0980  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 NC0980  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NC0980
 NC0980  HORZ ORDER  -  FIRST
 NC0980
 NC0980.The horizontal coordinates were established by classical geodetic methods
 NC0980.and adjusted by the National Geodetic Survey in January 1999..
 NC0980
 NC0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0980
 NC0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0980
 NC0980.The geoid height was determined by GEOID03.
 NC0980
 NC0980;                    North         East     Units Scale Factor Converg.
 NC0980;SPC NY W     -   244,479.264   378,637.790   MT  0.99994759   +0 13 58.6
 NC0980;SPC NY W     -   802,095.72  1,242,247.48   sFT  0.99994759   +0 13 58.6
 NC0980;UTM  17      - 4,675,793.109   728,148.317   MT  1.00024051   +1 51 25.5
 NC0980
 NC0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0980!SPC NY W     -   0.99989744  x   0.99994759  =   0.99984503
 NC0980!UTM  17      -   0.99989744  x   1.00024051  =   1.00013792
 NC0980
 NC0980|---------------------------------------------------------------------|
 NC0980| PID    Reference Object                     Distance      Geod. Az  |
 NC0980|                                                           dddmmss.s |
 NC0980| CZ9309 CUBA RM 1                            51.703 METERS 03651     |
 NC0980| NC0983 AIRPORT BEACON OLEAN MUN APT        APPROX.12.2 KM 2944155.4 |
 NC0980| CZ9310 CUBA RM 2                            47.028 METERS 32732     |
 NC0980|---------------------------------------------------------------------|
 NC0980
 NC0980                          SUPERSEDED SURVEY CONTROL
 NC0980
 NC0980  NAD 83(1986)-  42 12 03.67991(N)    078 14 11.62371(W) AD(       ) 1
 NC0980  NAD 27      -  42 12 03.43548(N)    078 14 12.57367(W) AD(       ) 1
 NC0980  NGVD 29 (07/19/86)  686.3    (m)         2252.     (f) VERT ANG       
 NC0980
 NC0980.Superseded values are not recommended for survey control.
 NC0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0980.See file dsdata.txt to determine how the superseded data were derived.
 NC0980
 NC0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2814875793(NAD 83)
 NC0980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0980
 NC0980  HISTORY     - Date     Condition        Report By
 NC0980  HISTORY     - 1929     MONUMENTED       CGS
 NC0980  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NC0980  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 NC0980  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NC0980
 NC0980                          STATION DESCRIPTION
 NC0980
 NC0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC0980'STATION IS ABOUT 3 MILES SE OF THE VILLAGE OF CUBA AND ABOUT
 NC0980'6 MILES W OF THE VILLAGE OF FRIENDSHIP ON PROPERTY BELONGING TO
 NC0980'JAMES M. BUMP.  THE STATION IS ON A HILLTOP IN A CULTIVATED
 NC0980'FIELD NEAR THE EASTERN BOUNDARY OF THE BUMP FARM.  IT IS ON THE
 NC0980'HIGHEST PART OF THE HILL AND IS ABOUT 60 METERS S OF A WOODS
 NC0980'WHICH FORMS THE NORTHERN BOUNDARY OF THE FIELD.
 NC0980'
 NC0980'SURFACE AND UNDERGROUND MARKS AND REFERENCE MARK NO.2 ARE
 NC0980'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A,
 NC0980'7A, AND 11A.  SURFACE MARK IS 1 FOOT UNDERGROUND.
 NC0980'
 NC0980'REFERENCE MARK NO.1 IS NE OF STATION IN A CLUMP OF TREES AT SE
 NC0980'CORNER OF WOODS.  MARK IS A STANDARD BRONZE DISK SET IN A FLAT
 NC0980'ROCK OUTCROP AND IS SUNK 2 INCHES BELOW SURFACE OF ROCK.
 NC0980'
 NC0980'REFERENCE MARK NO.2 IS NW OF STATION AT EDGE OF WOODS AND 5
 NC0980'FEET S OF A LARGE DOUBLE OAK.  MARK IS 8 INCHES ABOVE SURFACE.
 NC0980'
 NC0980'TO REACH THE STATION FROM CUBA GO S ON SOUTH STREET 1.2 MILES
 NC0980'TO FORK IN HIGHWAY.  TAKE LEFT FORK AND GO ABOUT 100 YARDS TO
 NC0980'ANOTHER FORK.  GO E ON DIRT ROAD AT THIS POINT FOR 0.7 MILE TO
 NC0980'ANOTHER FORK.  TAKE LEFT FORK HERE AND GO 1 MILE TO THE POINT
 NC0980'WHERE ROAD MAKES A JOG TO THE S.  THE BUMP FARMHOUSE IS ON THE
 NC0980'LEFT SIDE OF THE ROAD AT THIS POINT, AND THE HILL ON WHICH THE
 NC0980'STATION IS LOCATED CAN BE SEEN STRAIGHT AHEAD 1/4 MILE DISTANT.
 NC0980'
 NC0980'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 NC0980
 NC0980                          STATION RECOVERY (1964)
 NC0980
 NC0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC0980'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NC0980'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 NC0980'CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE
 NC0980'DISTANCE WAS FOUND TO BE 0.12 OF A FOOT SHORTER THAN THE ORIGINAL
 NC0980'MEASUREMENT.
 NC0980'
 NC0980'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 NC0980'
 NC0980'THE STATION IS ON A HIGH HILL IN A FIELD ABOUT 150 FEET SOUTH
 NC0980'OF A WOODED AREA, ABOUT 3 MILES SOUTHEAST OF CUBA, 6 MILES WEST
 NC0980'OF THE VILLAGE OF FRIENDSHIP AND ON THE PROPERTY OF MR. GEORGE
 NC0980'E. TAYLOR JR.  IT IS 121 FEET WEST OF A WIRE FENCE, 143 FEET
 NC0980'SOUTH OF A 30 INCH OAK TREE, 155 FEET SOUTHEAST OF A WITNESS
 NC0980'POST AND 158 FEET SOUTHWEST OF A 24 INCH WILD CHERRY TREE.  THE
 NC0980'MONUMENT IS 8 INCHES UNDERGROUND AND THE DISK IS STAMPED CUBA
 NC0980'1929.  NOTE 1A 7A.
 NC0980'
 NC0980'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 305 AND 408 AT
 NC0980'THE TRAFFIC LIGHT IN CUBA, GO SOUTH ON STATE HIGHWAY 305 (SOUTH
 NC0980'STREET) FOR 1.2 MILES TO A SIDE ROAD LEFT (BEEBE HILL ROAD).  TURN
 NC0980'LEFT AND GO EASTERLY ON BEEBE HILL ROAD 0.65 MILE TO A
 NC0980'FORK.  TAKE THE LEFT FORK AND CONTINUE EAST UP HILL ON BEEBE HILL
 NC0980'ROAD FOR 0.9 MILE TO A NARROW SIDE ROAD LEFT WHERE THE MAIN ROAD
 NC0980'CURVES RIGHT.  CONTINUE SOUTH AND EAST ON THE MAIN GRAVELED
 NC0980'ROAD FOR 0.3 MILE TO A FIELD ON THE LEFT JUST BEFORE REACHING
 NC0980'THE SUMMIT OF THE HILL.  TURN LEFT AND GO NORTH UP HILL
 NC0980'ACROSS THE FIELD FOR 0.1 MILE TO A LONE 30 INCH WILD CHERRY
 NC0980'TREE.  CONTINUE NORTHEAST UP HILL ACROSS THE FIELD FOR 0.15
 NC0980'MILE TO THE TOP OF THE HILL AND THE STATION.
 NC0980'
 NC0980'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 NC0980'A DRILL HOLE IN OUT CROPPING BEDROCK.  IT IS 4 FEET NORTHWEST
 NC0980'OF A CLUSTER OF 4 ELM TREES, 14.5 FEET SOUTHWEST OF THE WIRE
 NC0980'FENCE AND 11 FEET NORTHEAST OF A 24 INCH WILD CHERRY TREE.  THE
 NC0980'DISK IS STAMPED CUBA NO 1 1929.
 NC0980'
 NC0980'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE WITNESS POST, 5 FEET
 NC0980'SOUTH OF A 24 INCH TWIN TRUNK LYNN TREE AND 82 FEET WEST OF THE
 NC0980'30 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NC0980'IS STAMPED CUBA NO 2 1929.
 NC0980'
 NC0980'NO PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 NC0980'
 NC0980'HEIGHT OF LIGHT ABOVE STATION MARK 22.52 METERS.
 NC0980
 NC0980                          STATION RECOVERY (1970)
 NC0980
 NC0980'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 NC0980'RECOVERED BY MCINTOSH AND MCINTOSH, LAND SURVEYORS.
 NC0980'
 NC0980'STATION CUBA WAS RECOVERED IN GOOD CONDITION.  A WITNESS POST WAS
 NC0980'SET THREE FEET NORTH OF THE STATION.
 NC0980
 NC0980                          STATION RECOVERY (1974)
 NC0980
 NC0980'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NC0980'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES TO
 NC0980'THE REFERENCE MARKS WERE NOT CHECKED.  VIEW IS OPEN FROM STATION
 NC0980'TO EAST AND WEST.
 NC0980'
 NC0980'STATION MARK IS A STANDARD DISK STAMPED CUBA 1929, SET IN A
 NC0980'CONCRETE MONUMENT 12 INCHES BENEATH GROUND SURFACE.
 NC0980'
 NC0980'RM NO. 1 IS A STANDARD DISK STAMPED CUBA NO 1 1929, CEMENTED IN
 NC0980'A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 3 INCHES.
 NC0980'
 NC0980'RM NO. 2 IS A STANDARD DISK STAMPED CUBA NO 2 1929, SET IN A
 NC0980'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.
 NC0980'
 NC0980'TO REACH STATION FROM INTERSECTION OF N.Y. RTES. 305 AND 408 IN
 NC0980'CUBA, GO SOUTH ON N.Y. RTE. 305 FOR 1.2 MILES TO T-ROAD LEFT.  GO
 NC0980'EAST ON BEEBE HILL RD. 0.65 MILE TO FORK.  KEEP STRAIGHT AHEAD,
 NC0980'ON LEFT FORK, FOR 1.2 MILE TO FIELD ON LEFT.  GO ACROSS FIELD,
 NC0980'UPHILL, FOR 0.25 MILE TO STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3869 ***********************************************************************
 AB3869  CBN         -  This is a Cooperative Base Network Control Station.
 AB3869  DESIGNATION -  CUDDY
 AB3869  PID         -  AB3869
 AB3869  STATE/COUNTY-  NY/BRONX
 AB3869  USGS QUAD   -  YONKERS (1979)
 AB3869
 AB3869                         *CURRENT SURVEY CONTROL
 AB3869  ___________________________________________________________________
 AB3869* NAD 83(1996)-  40 53 27.94237(N)    073 53 58.56316(W)     ADJUSTED  
 AB3869* NAVD 88     -        41.7    (meters)     137.     (feet)  GPS OBS   
 AB3869  ___________________________________________________________________
 AB3869  X           -   1,339,052.963 (meters)                     COMP
 AB3869  Y           -  -4,639,136.527 (meters)                     COMP
 AB3869  Z           -   4,153,294.839 (meters)                     COMP
 AB3869  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 AB3869  ELLIP HEIGHT-          10.36  (meters)          (12/03/02) GPS OBS
 AB3869  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 AB3869
 AB3869  HORZ ORDER  -  B
 AB3869  ELLP ORDER  -  THIRD     CLASS I
 AB3869
 AB3869.The horizontal coordinates were established by GPS observations
 AB3869.and adjusted by the National Geodetic Survey in July 1997..
 AB3869
 AB3869.The orthometric height was determined by GPS observations and a
 AB3869.high-resolution geoid model.
 AB3869
 AB3869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3869
 AB3869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3869
 AB3869.The ellipsoidal height was determined by GPS observations
 AB3869.and is referenced to NAD 83.
 AB3869
 AB3869.The geoid height was determined by GEOID03.
 AB3869
 AB3869;                    North         East     Units Scale Factor Converg.
 AB3869;SPC NY E     -   228,628.105   200,592.820   MT  0.99993149   +0 23 35.0
 AB3869;SPC NY E     -   750,090.71    658,111.61   sFT  0.99993149   +0 23 35.0
 AB3869;UTM  18      - 4,527,250.459   592,698.237   MT  0.99970576   +0 43 13.4
 AB3869
 AB3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3869!SPC NY E     -   0.99999837  x   0.99993149  =   0.99992987
 AB3869!UTM  18      -   0.99999837  x   0.99970576  =   0.99970414
 AB3869
 AB3869                          SUPERSEDED SURVEY CONTROL
 AB3869
 AB3869  ELLIP H (07/24/97)   10.38   (m)                       GP(       ) 1 1
 AB3869  NAD 83(1992)-  40 53 27.94127(N)    073 53 58.56243(W) AD(       ) B
 AB3869  ELLIP H (06/10/96)   10.29   (m)                       GP(       ) 1 1
 AB3869
 AB3869.Superseded values are not recommended for survey control.
 AB3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3869.See file dsdata.txt to determine how the superseded data were derived.
 AB3869
 AB3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9269827250(NAD 83)
 AB3869_MARKER: DD = SURVEY DISK
 AB3869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3869_STAMPING: CUDDY CBN 1995
 AB3869_MARK LOGO: NYDT  
 AB3869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3869+STABILITY: SURFACE MOTION
 AB3869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3869+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 AB3869
 AB3869  HISTORY     - Date     Condition        Report By
 AB3869  HISTORY     - 1995     MONUMENTED       NYDT
 AB3869  HISTORY     - 19961203 GOOD             NJGS
 AB3869  HISTORY     - 20060409 GOOD             GEOCAC
 AB3869
 AB3869                          STATION DESCRIPTION
 AB3869
 AB3869'DESCRIBED BY NY DEPT OF TRANSP 1995 (RWB)
 AB3869'THE STATION IS LOCATED ON THE CAMPUS OF MANHATTAN COLLEGE NEAR THE
 AB3869'DRADDY FIELD HOUSE IN BRONX, N.Y.  TO REACH THE STATION FROM THE
 AB3869'MANHATTAN COLLEGE EXIT ON THE MAJOR DEEGAN EXPRESSWAY (I-87) GO WEST
 AB3869'ON THE EXIT ROAD FOR 0.25 KM (0.16 MI) TO BROADWAY, TURN RIGHT AND GO
 AB3869'NORTH ON BROADWAY FOR 0.5 KM (0.3 MI) TO JUNCTION OF MANHATTAN COLLEGE
 AB3869'PARKWAY ON THE LEFT, TURN LEFT, GO SOUTHWESTERLY, THEN WESTERLY, THEN
 AB3869'NORTHERLY ON MANHATTAN COLLEGE PARKWAY TO THE JUNCTION OF 244TH STREET
 AB3869'ON THE RIGHT, TURN RIGHT ON 244TH STREET, GO NORTHEAST FOR 0.1 KM (0.1
 AB3869'MI) TO THE ENTRANCE TO THE DRADDY FIELD HOUSE, GO STRAIGHT AHEAD ON
 AB3869'THE FIELD HOUSE ENTRANCE DRIVE FOR 0.1 KM (0.1 MI) TO THE STATION ON
 AB3869'THE LEFT.  THE STATION IS A SURVEY DISK SET IN THE TOP OF A
 AB3869'POURED-IN-PLACE CONCRETE MONUMENT, SET FLUSH WITH THE ASPHALT PARKING
 AB3869'LOT.  IT IS 16.8 M (55.1 FT) NORTH FROM THE MOST NORTHERLY CORNER OF
 AB3869'DRADDY FIELD HOUSE, 6.5 M (21.3 FT) SOUTHEAST FROM A LIGHT POLE AND
 AB3869'24.4 M (80.1 FT) WEST OF THE FENCE POST AT THE NORTHWEST END OF THE
 AB3869'WALKWAY LEADING TO EAST HILL DORMITORY.
 AB3869
 AB3869                          STATION RECOVERY (1996)
 AB3869
 AB3869'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (JVS)
 AB3869'RECOVERED AS DESCRIBED.
 AB3869
 AB3869                          STATION RECOVERY (2006)
 AB3869
 AB3869'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 AB3869'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1137 ***********************************************************************
 LX1137  DESIGNATION -  CUL
 LX1137  PID         -  LX1137
 LX1137  STATE/COUNTY-  NY/DUTCHESS
 LX1137  USGS QUAD   -  WEST POINT (1981)
 LX1137
 LX1137                         *CURRENT SURVEY CONTROL
 LX1137  ___________________________________________________________________
 LX1137* NAD 83(1996)-  41 29 46.46542(N)    073 59 00.51454(W)     ADJUSTED  
 LX1137* NAVD 88     -         0.912  (meters)       2.99   (feet)  ADJUSTED  
 LX1137  ___________________________________________________________________
 LX1137  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LX1137  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX1137  DYNAMIC HT  -           0.912 (meters)       2.99  (feet)  COMP
 LX1137  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 LX1137
 LX1137  HORZ ORDER  -  THIRD
 LX1137  VERT ORDER  -  FIRST     CLASS II
 LX1137
 LX1137.The horizontal coordinates were established by classical geodetic methods
 LX1137.and adjusted by the National Geodetic Survey in January 1999..
 LX1137
 LX1137.The orthometric height was determined by differential leveling
 LX1137.and adjusted by the National Geodetic Survey in June 1991..
 LX1137
 LX1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1137
 LX1137.The geoid height was determined by GEOID03.
 LX1137
 LX1137.The dynamic height is computed by dividing the NAVD 88
 LX1137.geopotential number by the normal gravity value computed on the
 LX1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1137.degrees latitude (g = 980.6199 gals.).
 LX1137
 LX1137.The modeled gravity was interpolated from observed gravity values.
 LX1137
 LX1137;                    North         East     Units Scale Factor Converg.
 LX1137;SPC NY E     -   295,782.670   193,126.007   MT  0.99992288   +0 20 32.1
 LX1137;SPC NY E     -   970,413.64    633,614.24   sFT  0.99992288   +0 20 32.1
 LX1137;UTM  18      - 4,594,345.558   584,847.346   MT  0.99968859   +0 40 24.8
 LX1137
 LX1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1137!SPC NY E     -   1.00000481  x   0.99992288  =   0.99992769
 LX1137!UTM  18      -   1.00000481  x   0.99968859  =   0.99969340
 LX1137
 LX1137|---------------------------------------------------------------------|
 LX1137| PID    Reference Object                     Distance      Geod. Az  |
 LX1137|                                                           dddmmss.s |
 LX1137| LX1136 CUL RM 1                              9.970 METERS 16031     |
 LX1137| LY2445 BAB                                 APPROX. 2.4 KM 2995357.5 |
 LX1137| LX1138 CUL RM 2                              6.440 METERS 35522     |
 LX1137|---------------------------------------------------------------------|
 LX1137
 LX1137                          SUPERSEDED SURVEY CONTROL
 LX1137
 LX1137  NAD 83(1986)-  41 29 46.46750(N)    073 59 00.51695(W) AD(       ) 3
 LX1137  NAD 27      -  41 29 46.13300(N)    073 59 02.01300(W) AD(       ) 3
 LX1137  NGVD 29 (??/??/92)    1.195  (m)            3.92   (f) ADJ UNCH    1 2
 LX1137
 LX1137.Superseded values are not recommended for survey control.
 LX1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1137.See file dsdata.txt to determine how the superseded data were derived.
 LX1137
 LX1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8484794346(NAD 83)
 LX1137_MARKER: DS = TRIANGULATION STATION DISK
 LX1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1137_SP_SET: CULVERT
 LX1137_STAMPING: CUL 1933
 LX1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1137
 LX1137  HISTORY     - Date     Condition        Report By
 LX1137  HISTORY     - 1933     MONUMENTED       CGS
 LX1137  HISTORY     - 1955     GOOD             NGS
 LX1137  HISTORY     - 1974     SEE DESCRIPTION  KONSKI
 LX1137
 LX1137                          STATION DESCRIPTION
 LX1137
 LX1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX1137'THIS STATION IS LOCATED ON THE E SIDE OF THE HUDSON RIVER
 LX1137'ABOUT 1/2 MILE S OF THE BEACON FERRY SLIP ON THE NW CORNER OF A
 LX1137'CEMENT CULVERT WHICH RUNS UNDER THE NUMEROUS RAILROAD TRACKS.
 LX1137'
 LX1137'THE STATION IS MARKED BY A STANDARD DISK STAMPED CUL 1933
 LX1137'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CULVERT.
 LX1137'
 LX1137'THE REFERENCE MARKS ARE STANDARD DISKS STAMPED CUL 1933 1 AND
 LX1137'2, CEMENTED IN DRILL HOLES IN LARGE ROCKS OF THE RIP RAPPED
 LX1137'SHORE LINE NEAR THE STATION.  THIS IS AN INTERSECTION STATION.
 LX1137'
 LX1137'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX1137
 LX1137                          STATION RECOVERY (1955)
 LX1137
 LX1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1137'0.6 MI S FROM BEACON.
 LX1137'0.65 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1137'STATION AT BEACON, ABOUT 0.35 MILE NORTH OF MILE POST NY 58, ON
 LX1137'THE EAST BANK OF HUDSON RIVER, IN THE TOP OF THE WEST END OF A
 LX1137'12-FOOT CONCRETE CULVERT UNDER TRACKS, 164 1/2 FEET WEST OF WEST
 LX1137'RAIL OF WEST MAIN TRACK, 20 1/2 FEET SOUTH OF RM NO. 2, 32 FEET
 LX1137'NORTH-NORTHWEST OF RM NO. 1, 3 1/2 FEET SOUTH OF NORTH END OF
 LX1137'CULVERT, 3 FEET EAST OF WEST EDGE OF CULVERT AND ABOUT 6 1/2
 LX1137'FEET BELOW LEVEL OF MAIN TRACKS.
 LX1137
 LX1137                          STATION RECOVERY (1974)
 LX1137
 LX1137'RECOVERY NOTE BY KONSKI ENGINEERS 1974 (DAF)
 LX1137'CUL 1933 STATION WAS RECOVERED AS DESCRIBED IN FAIR CONDITION-BADLY
 LX1137'BATTERED.  RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1136 ***********************************************************************
 LX1136  DESIGNATION -  CUL RM 1
 LX1136  PID         -  LX1136
 LX1136  STATE/COUNTY-  NY/DUTCHESS
 LX1136  USGS QUAD   -  WEST POINT (1981)
 LX1136
 LX1136                         *CURRENT SURVEY CONTROL
 LX1136  ___________________________________________________________________
 LX1136* NAD 83(1986)-  41 29 46.     (N)    073 59 01.     (W)     SCALED    
 LX1136* NAVD 88     -         2.124  (meters)       6.97   (feet)  ADJUSTED  
 LX1136  ___________________________________________________________________
 LX1136  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX1136  DYNAMIC HT  -           2.123 (meters)       6.97  (feet)  COMP
 LX1136  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 LX1136
 LX1136  VERT ORDER  -  FIRST     CLASS II
 LX1136
 LX1136.The horizontal coordinates were scaled from a topographic map and have
 LX1136.an estimated accuracy of +/- 6 seconds.
 LX1136
 LX1136.The orthometric height was determined by differential leveling
 LX1136.and adjusted by the National Geodetic Survey in June 1991..
 LX1136
 LX1136.The geoid height was determined by GEOID03.
 LX1136
 LX1136.The dynamic height is computed by dividing the NAVD 88
 LX1136.geopotential number by the normal gravity value computed on the
 LX1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1136.degrees latitude (g = 980.6199 gals.).
 LX1136
 LX1136.The modeled gravity was interpolated from observed gravity values.
 LX1136
 LX1136;                    North         East    Units  Estimated Accuracy
 LX1136;SPC NY E     -   295,770.      193,120.      MT  (+/- 180 meters Scaled)
 LX1136
 LX1136                          SUPERSEDED SURVEY CONTROL
 LX1136
 LX1136  NGVD 29 (??/??/92)    2.407  (m)            7.90   (f) ADJ UNCH    1 2
 LX1136
 LX1136.Superseded values are not recommended for survey control.
 LX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1136.See file dsdata.txt to determine how the superseded data were derived.
 LX1136
 LX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL848943(NAD 83)
 LX1136_MARKER: DR = REFERENCE MARK DISK
 LX1136_SETTING: 80 = SET IN A BOULDER
 LX1136_SP_SET: BOULDER
 LX1136_STAMPING: CUL 1 1933
 LX1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1136+STABILITY: SURFACE MOTION
 LX1136
 LX1136  HISTORY     - Date     Condition        Report By
 LX1136  HISTORY     - 1933     MONUMENTED       CGS
 LX1136  HISTORY     - 1955     GOOD             NGS
 LX1136
 LX1136                          STATION DESCRIPTION
 LX1136
 LX1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1136'0.6 MI S FROM BEACON.
 LX1136'0.65 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1136'AT BEACON, SET IN THE TOP OF A LOOSE BOULDER BETWEEN THE TRACK
 LX1136'AND HUDSON RIVER, 32 FEET SOUTH-SOUTHEAST OF STATION MARK, 53 1/2
 LX1136'FEET SOUTH OF RM NO. 2, 25 1/2 FEET SOUTHEAST OF SOUTHWEST CORNER
 LX1136'OF WEST END OF A 12-FOOT CONCRETE CULVERT UNDER TRACKS AND ABOUT
 LX1136'2 1/2 FEET ABOVE LEVEL OF STATION MARK.  NOTE-- THE EAST SIDE OF
 LX1136'DISK IS ABOUT 1 1/2 INCH THE HIGH POINT.  THE BOULDER IS LOOSE
 LX1136'AND MARK SHOULD BE USED WITH CAUTION.  ROD HELD ON HIGH POINT
 LX1136'OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1138 ***********************************************************************
 LX1138  DESIGNATION -  CUL RM 2
 LX1138  PID         -  LX1138
 LX1138  STATE/COUNTY-  NY/DUTCHESS
 LX1138  USGS QUAD   -  WEST POINT (1981)
 LX1138
 LX1138                         *CURRENT SURVEY CONTROL
 LX1138  ___________________________________________________________________
 LX1138* NAD 83(1986)-  41 29 46.     (N)    073 59 01.     (W)     SCALED    
 LX1138* NAVD 88     -         1.060  (meters)       3.48   (feet)  ADJUSTED  
 LX1138  ___________________________________________________________________
 LX1138  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LX1138  DYNAMIC HT  -           1.060 (meters)       3.48  (feet)  COMP
 LX1138  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 LX1138
 LX1138  VERT ORDER  -  FIRST     CLASS II
 LX1138
 LX1138.The horizontal coordinates were scaled from a topographic map and have
 LX1138.an estimated accuracy of +/- 6 seconds.
 LX1138
 LX1138.The orthometric height was determined by differential leveling
 LX1138.and adjusted by the National Geodetic Survey in June 1991..
 LX1138
 LX1138.The geoid height was determined by GEOID03.
 LX1138
 LX1138.The dynamic height is computed by dividing the NAVD 88
 LX1138.geopotential number by the normal gravity value computed on the
 LX1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1138.degrees latitude (g = 980.6199 gals.).
 LX1138
 LX1138.The modeled gravity was interpolated from observed gravity values.
 LX1138
 LX1138;                    North         East    Units  Estimated Accuracy
 LX1138;SPC NY E     -   295,770.      193,120.      MT  (+/- 180 meters Scaled)
 LX1138
 LX1138                          SUPERSEDED SURVEY CONTROL
 LX1138
 LX1138  NGVD 29 (??/??/92)    1.343  (m)            4.41   (f) ADJ UNCH    1 2
 LX1138
 LX1138.Superseded values are not recommended for survey control.
 LX1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1138.See file dsdata.txt to determine how the superseded data were derived.
 LX1138
 LX1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL848943(NAD 83)
 LX1138_MARKER: DR = REFERENCE MARK DISK
 LX1138_SETTING: 80 = SET IN A BOULDER
 LX1138_SP_SET: BOULDER
 LX1138_STAMPING: CUL 2 1933
 LX1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1138+STABILITY: SURFACE MOTION
 LX1138
 LX1138  HISTORY     - Date     Condition        Report By
 LX1138  HISTORY     - 1933     MONUMENTED       CGS
 LX1138  HISTORY     - 1955     GOOD             NGS
 LX1138
 LX1138                          STATION DESCRIPTION
 LX1138
 LX1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1138'0.6 MI S FROM BEACON.
 LX1138'0.65 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1138'STATION AT BEACON, IN THE TOP OF A LOOSE BOULDER BETWEEN THE
 LX1138'TRACK AND HUDSON RIVER, 20 1/2 FEET NORTH OF STATION MARK, 18 1/2
 LX1138'FEET NORTH OF NORTHWEST CORNER OF WEST END OF A 12-FOOT CONCRETE
 LX1138'CULVERT UNDER TRACKS, 53 1/2 FEET NORTH OF RM NO. 1 AND ABOUT
 LX1138'LEVEL WITH STATION MARK.  NOTE-- THE SOUTH SIDE OF DISK IS THE
 LX1138'HIGH POINT.  THE BOULDER IS LOOSE AND MARK SHOULD BE USED WITH
 LX1138'CAUTION.  ROD HELD ON HIGH POINT OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0840 ***********************************************************************
 LW0840  DESIGNATION -  CULL
 LW0840  PID         -  LW0840
 LW0840  STATE/COUNTY-  NY/SUFFOLK
 LW0840  USGS QUAD   -  MONTAUK POINT (1956)
 LW0840
 LW0840                         *CURRENT SURVEY CONTROL
 LW0840  ___________________________________________________________________
 LW0840* NAD 83(1996)-  41 04 17.46614(N)    071 57 23.67322(W)     ADJUSTED  
 LW0840* NAVD 88     -        15.941  (meters)      52.30   (feet)  ADJUSTED  
 LW0840  ___________________________________________________________________
 LW0840  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LW0840  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LW0840  DYNAMIC HT  -          15.935 (meters)      52.28  (feet)  COMP
 LW0840  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LW0840
 LW0840  HORZ ORDER  -  THIRD
 LW0840  VERT ORDER  -  SECOND    CLASS 0
 LW0840
 LW0840.The horizontal coordinates were established by classical geodetic methods
 LW0840.and adjusted by the National Geodetic Survey in January 1999..
 LW0840
 LW0840.The orthometric height was determined by differential leveling
 LW0840.and adjusted by the National Geodetic Survey in June 1991..
 LW0840
 LW0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0840
 LW0840.The geoid height was determined by GEOID03.
 LW0840
 LW0840.The dynamic height is computed by dividing the NAVD 88
 LW0840.geopotential number by the normal gravity value computed on the
 LW0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0840.degrees latitude (g = 980.6199 gals.).
 LW0840
 LW0840.The modeled gravity was interpolated from observed gravity values.
 LW0840
 LW0840;                    North         East     Units Scale Factor Converg.
 LW0840;SPC NY L     -   102,485.024   471,722.723   MT  1.00000235   +1 20 11.6
 LW0840;SPC NY L     -   336,236.28  1,547,643.63   sFT  1.00000235   +1 20 11.6
 LW0840;UTM  19      - 4,550,909.016   251,601.139   MT  1.00035947   -1 56 36.5
 LW0840;UTM  18      - 4,551,160.286   755,696.410   MT  1.00040476   +2 00 02.2
 LW0840
 LW0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0840!SPC NY L     -   1.00000237  x   1.00000235  =   1.00000472
 LW0840!UTM  19      -   1.00000237  x   1.00035947  =   1.00036184
 LW0840!UTM  18      -   1.00000237  x   1.00040476  =   1.00040713
 LW0840
 LW0840:                Primary Azimuth Mark                     Grid Az
 LW0840:SPC NY L     -  CONCRETE CHIMNEY                         109 20 39.1
 LW0840:UTM  19      -  CONCRETE CHIMNEY                         112 37 27.2
 LW0840:UTM  18      -  CONCRETE CHIMNEY                         108 40 48.5
 LW0840
 LW0840|---------------------------------------------------------------------|
 LW0840| PID    Reference Object                     Distance      Geod. Az  |
 LW0840|                                                           dddmmss.s |
 LW0840| LW3194 CONCRETE CHIMNEY                    APPROX. 5.1 KM 1104050.7 |
 LW0840| LW3192 WESTERLY GABLE                      APPROX. 4.9 KM 1132242.4 |
 LW0840| LW0838 LOD RM 3                            APPROX. 1.4 KM 1505144.9 |
 LW0840| CB7633 CULL RM CROSS                        74.340 METERS 18724     |
 LW0840| LW0841 CULL RM 2                            25.475 METERS 19900     |
 LW0840| LW3202 FLAGSTAFF                           APPROX. 3.6 KM 2092118.2 |
 LW0840| LW3204 NORTH TWIN GABLE WINDOW             APPROX. 3.6 KM 2134928.5 |
 LW0840| LW3206 SOUTHERLY OF TWIN GABLES            APPROX. 3.5 KM 2220646.5 |
 LW0840| LW3199 RAILROAD SIGNAL                     286.460 METERS 23943     |
 LW0840| LW0842 CULL RM 3                            17.785 METERS 27544     |
 LW0840| LX5583 DIN                                 APPROX.11.5 KM 2862255.9 |
 LW0840|---------------------------------------------------------------------|
 LW0840
 LW0840                          SUPERSEDED SURVEY CONTROL
 LW0840
 LW0840  NAD 83(1996)-  41 04 17.46628(N)    071 57 23.67321(W) AD(       ) 3
 LW0840  NAD 83(1992)-  41 04 17.46293(N)    071 57 23.67142(W) AD(       ) 3
 LW0840  NAD 83(1986)-  41 04 17.46452(N)    071 57 23.67823(W) AD(       ) 3
 LW0840  NAD 27      -  41 04 17.09700(N)    071 57 25.42800(W) AD(       ) 3
 LW0840  NGVD 29 (??/??/92)   16.230  (m)           53.25   (f) ADJ UNCH    2 0
 LW0840
 LW0840.Superseded values are not recommended for survey control.
 LW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0840.See file dsdata.txt to determine how the superseded data were derived.
 LW0840
 LW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5160150909(NAD 83)
 LW0840_MARKER: DS = TRIANGULATION STATION DISK
 LW0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0840+STABILITY: SURFACE MOTION
 LW0840
 LW0840  HISTORY     - Date     Condition        Report By
 LW0840  HISTORY     - 1911     MONUMENTED       CGS
 LW0840  HISTORY     - 1933     GOOD             CGS
 LW0840  HISTORY     - 1933     GOOD             CGS
 LW0840  HISTORY     - 1943     GOOD             CGS
 LW0840  HISTORY     - 1951     GOOD             CGS
 LW0840  HISTORY     - 1954     MARK NOT FOUND   USGS
 LW0840  HISTORY     - 1956     GOOD             NGS
 LW0840  HISTORY     - 1964     GOOD             CGS
 LW0840
 LW0840                          STATION DESCRIPTION
 LW0840
 LW0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 LW0840'ON THE END OF THE HIGHEST RIDGE AT CULLODEN POINT, FORT POND BAY,
 LW0840'LONG ISLAND, AND 7 METERS BACK FROM EDGE OF EMBANKMENT.
 LW0840'
 LW0840'SUB-SURFACE MARK IS A SPIKE IMBEDDED IN A CORE OF CONCRETE 1-1/2
 LW0840'FEET IN DIAMETER AND 1 FOOT LONG PLACED 2-1/2 FEET BELOW SURFACE
 LW0840'OF GROUND.
 LW0840'
 LW0840'SURFACE MARK IS A STANDARD DISK STATION MARK SET IN CONCRETE IN
 LW0840'TOP OF A 6-INCH DRAIN TILE PIPE PROJECTING 6 INCHES ABOVE THE
 LW0840'GROUND.  THE LOWER END OF THE PIPE IS SET IN A CORE OF CONCRETE
 LW0840'2 FEET IN DIAMETER AND 1 FOOT LONG.
 LW0840'
 LW0840'THE REFERENCE MARK IS A CROSS CHISELED INTO THE TOP OF A LONE
 LW0840'ROCK ON THE RIDGE PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT
 LW0840'IS 74.34 METERS (243.9 FEET) FROM STATION, IN BEARING S 07 DEG
 LW0840'24 MIN W.
 LW0840
 LW0840                          STATION RECOVERY (1933)
 LW0840
 LW0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (APR)
 LW0840'STATION MARK FOUND AS DESCRIBED.  NO REFERENCE MARKS WERE
 LW0840'RECOVERED.  ADDITIONAL INFORMATION--
 LW0840'
 LW0840'CULL IS LOCATED ON A HILL ON CULLODEN POINT ON N SHORE OF LONG
 LW0840'ISLAND, ABOUT 1 MILE N OF MONTAUK VILLAGE.  STANDARD BRONZE DISK
 LW0840'SET IN CONCRETE IN A 6-INCH TILE PIPE MARKS CENTER.
 LW0840'
 LW0840'THREE NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO.1
 LW0840'IS A STANDARD BRONZE DISK SET IN CONCRETE MONUMENT, SET ON LINE
 LW0840'BETWEEN CENTER AND MONTAUK 2, 215.26 METERS TO CENTER.  ANGLE
 LW0840'AT CENTER FROM MONTAUK 2 TO REFERENCE MARK NO.1 IS 0 DEG 00 MIN
 LW0840'30 SEC.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN
 LW0840'CONCRETE MONUMENT, SET ON LINE BETWEEN CENTER AND HEATHERWOOD,
 LW0840'25.44 METERS TO CENTER.  ANGLE AT CENTER FROM MONTAUK 2 TO
 LW0840'REFERENCE MARK NO. 2 IS 99 DEG 40 MIN 30 SEC.  REFERENCE MARK NO.3
 LW0840'IS A STANDARD BRONZE DISK SET IN CONCRETE MONUMENT,
 LW0840'APPROXIMATELY SW OF STATION.  DISTANCE TO CENTER IS 17.785
 LW0840'METERS.  ANGLE AT CENTER FROM MONTAUK 2 TO REFERENCE MARK NO.3 IS
 LW0840'176 DEG 24 MIN 15 SEC.
 LW0840
 LW0840                          STATION RECOVERY (1933)
 LW0840
 LW0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW0840'THE STATION WAS RECOVERED.  THE DESCRIPTION IS MISLEADING IN THAT
 LW0840'THE STATION IS NOT 7 METERS BACK FROM EDGE OF THE EMBANKMENT BUT
 LW0840'IS ABOUT 7 METERS BACK FROM A SHARP DROP IN THE HILL JUST TO THE
 LW0840'N OF THE STATION.  IT IS REALLY ABOUT 60 METERS IN FROM THE EDGE
 LW0840'OF THE EMBANKMENT OR BLUFF LINE AND APPROXIMATELY 63 METERS FROM
 LW0840'THE HIGH WATER LINE.
 LW0840
 LW0840                          STATION RECOVERY (1943)
 LW0840
 LW0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (LCJ)
 LW0840'STATION AND REFERENCE MARKS 2 AND 3 (1933) WERE RECOVERED IN
 LW0840'GOOD CONDITION.  STATION IS LOCATED ON A HILL ON CULLODEN POINT
 LW0840'ON THE N SHORE LONG ISLAND 1 MILE W OF THE ENTRANCE TO MONTAUK
 LW0840'HARBOR (GREAT POND).  CENTER MARK (STANDARD DISK CONCRETED IN
 LW0840'6-INCH TILE PIPE) IS 6 METERS FROM A DROP OFF JUST N OF THE
 LW0840'STATION AND 130 METERS BACK FROM THE HIGH WATERLINE AT THE
 LW0840'POINT.
 LW0840'
 LW0840'REFERENCE MARK 1 (1933 NOTE 11A) 215.26 METERS ON LINE WITH
 LW0840'MONTAUK 2 WAS NOT SEARCHED FOR.
 LW0840
 LW0840                          STATION RECOVERY (1951)
 LW0840
 LW0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 LW0840'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 LW0840'THE HIGHEST HILL ON CULLODEN POINT, ABOUT 20 METERS BACK FROM
 LW0840'THE EDGE OF THE CLIFF JUST N OF THE STATION.  REFERENCE MARKS WERE
 LW0840'NOT RECOVERED.  STATION MARK IS NOT STAMPED.
 LW0840'
 LW0840'REACHED FROM THE MONTAUK DEVELOPING COMPANY IN MONTAUK, (A
 LW0840'SIX-STORY BRICK BUILDING), GO N ON EDGEMERE STREET FOR 1.2 MILES,
 LW0840'HERE TURN RIGHT, THEN LEFT ON FLAMINGO AVENUE, AND GO 1.1 MILES
 LW0840'TO FORKS.  HERE GO LEFT ON GRAVEL AND PROCEED NW FOR 0.8 MILE TO
 LW0840'A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD
 LW0840'FOR 0.2 MILE TO TOP OF HILL AND STATION.
 LW0840
 LW0840                          STATION RECOVERY (1954)
 LW0840
 LW0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (BLK)
 LW0840'A SURVEY PARTY FOR THE LONG ISLAND LIGHT CO. REPORTED THAT THEY
 LW0840'HAD USED THIS STATION THIS YEAR BUT I COULD FIND ONLY REF
 LW0840'NO. 3.  A THOROUGH SEARCH WAS MADE AND AN EFFORT WAS MADE TO
 LW0840'CONTACT THE PARTY AGAIN BUT NEITHER COULD BE FOUND AND THIS
 LW0840'MATERIAL HAS TO BE TURNED INTO THE PRO. ENG. TODAY.  THE PARTY
 LW0840'SAID THEY HAD TROUBLE TIEING THEIR LINE SO IT IS POSSIBLE THAT
 LW0840'THEY USED THE REF MARK BECAUSE THERE WAS NO SIGN OF ANY ONE
 LW0840'HAVING BEEN WITHIN 20 FT OF WHERE THE STATION SHOULD HAVE
 LW0840'BEEN.
 LW0840
 LW0840                          STATION RECOVERY (1956)
 LW0840
 LW0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LW0840'3 MI N FROM MONTAUK.
 LW0840'2.15 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0840'MONTAUK, THENCE 0.8 MILE NORTHWEST ALONG A TRAIL ROAD, ON THE
 LW0840'END OF THE HIGHEST RIDGE AT CULLODEN POINT, 20 FEET SOUTH OF
 LW0840'THE EDGE OF EMBANKMENT, 2 FEET WEST OF A WITNESS POST, SET
 LW0840'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK
 LW0840'IS NEAR THE SOUTH SHORE OF BLOCK ISLAND SOUND.
 LW0840
 LW0840                          STATION RECOVERY (1964)
 LW0840
 LW0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW0840'ALL MARKS RECOVERED ESSENTIALLY AS DESCRIBED EXCEPT DIRECTIONS
 LW0840'TO REACH.  RM 1 (AZIMUTH MARK) WAS DESTROYED AND A NEW MARK SET.
 LW0840'
 LW0840'RM 4 IS A STANDARD (AZIMUTH) DISK STAMPED CULL NO 4 1911 SET IN
 LW0840'A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES AT PRESENT, BUT IS
 LW0840'EXPECTED TO BE BELOW THE FINISHED GRADE WITHIN A CONCRETE PIPE,
 LW0840'AND IS EXPECTED TO BE 1 FOOT NORTH OF THE SOUTH ROAD RIGHT-OF-WAY
 LW0840'AND 2 FEET EAST OF A PROPERTY BOUND.  (ROAD NOT BUILT NOR BOUND
 LW0840'SET AT THIS TIME.) IT IS 38.5 FEET NORTHWEST OF THE NORTHWEST
 LW0840'CORNER OF CONCRETE HOUSE FOUNDATION.  ARROW POINTS ABOUT 32
 LW0840'DEGREES SOUTH OF STATION MARKER.
 LW0840'
 LW0840'TO REACH FROM THE TALL OFFICE BUILDING IN MONTAUK, GO NORTH ON
 LW0840'EDGEMERE STREET FOR 2.3 MILES TO A ROAD ON THE LEFT, TURN LEFT
 LW0840'AND GO WEST 0.05 MILE TO AN INTERSECTION, TURN RIGHT AND GO NORTH
 LW0840'0.4 MILE TO A T ROAD, TURN LEFT AND GO WEST FOR 0.25 MILE TO THE
 LW0840'AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR 0.15 MILE AND TO THE
 LW0840'STATION.  (NO ROADS YET EXIST) DESCRIPTION WRITTEN FROM MASTER
 LW0840'DEVELOPMENT PLAN AND EXISTING FOUNDATIONS BEING BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0841 ***********************************************************************
 LW0841  DESIGNATION -  CULL RM 2
 LW0841  PID         -  LW0841
 LW0841  STATE/COUNTY-  NY/SUFFOLK
 LW0841  USGS QUAD   -  MONTAUK POINT (1956)
 LW0841
 LW0841                         *CURRENT SURVEY CONTROL
 LW0841  ___________________________________________________________________
 LW0841* NAD 83(1986)-  41 04 17.     (N)    071 57 23.     (W)     SCALED    
 LW0841* NAVD 88     -        15.091  (meters)      49.51   (feet)  ADJUSTED  
 LW0841  ___________________________________________________________________
 LW0841  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LW0841  DYNAMIC HT  -          15.086 (meters)      49.49  (feet)  COMP
 LW0841  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LW0841
 LW0841  VERT ORDER  -  SECOND    CLASS 0
 LW0841
 LW0841.The horizontal coordinates were scaled from a topographic map and have
 LW0841.an estimated accuracy of +/- 6 seconds.
 LW0841
 LW0841.The orthometric height was determined by differential leveling
 LW0841.and adjusted by the National Geodetic Survey in June 1991..
 LW0841
 LW0841.The geoid height was determined by GEOID03.
 LW0841
 LW0841.The dynamic height is computed by dividing the NAVD 88
 LW0841.geopotential number by the normal gravity value computed on the
 LW0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0841.degrees latitude (g = 980.6199 gals.).
 LW0841
 LW0841.The modeled gravity was interpolated from observed gravity values.
 LW0841
 LW0841;                    North         East    Units  Estimated Accuracy
 LW0841;SPC NY L     -   102,470.      471,740.      MT  (+/- 180 meters Scaled)
 LW0841
 LW0841                          SUPERSEDED SURVEY CONTROL
 LW0841
 LW0841  NGVD 29 (??/??/92)   15.380  (m)           50.46   (f) ADJ UNCH    2 0
 LW0841
 LW0841.Superseded values are not recommended for survey control.
 LW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0841.See file dsdata.txt to determine how the superseded data were derived.
 LW0841
 LW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF516508(NAD 83)
 LW0841_MARKER: DR = REFERENCE MARK DISK
 LW0841_SETTING: 0 = UNSPECIFIED SETTING
 LW0841_STAMPING: CULL NO 2
 LW0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0841
 LW0841  HISTORY     - Date     Condition        Report By
 LW0841  HISTORY     - 1932     MONUMENTED       CGS
 LW0841  HISTORY     - 1956     GOOD             NGS
 LW0841
 LW0841                          STATION DESCRIPTION
 LW0841
 LW0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LW0841'3 MI N FROM MONTAUK.
 LW0841'2.15 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0841'MONTAUK, THENCE 0.8 MILE NORTHWEST ALONG A TRAIL ROAD, ON THE
 LW0841'END OF THE HIGHEST RIDGE AT CULLODEN POINT, 83.5 FEET SOUTH
 LW0841'SOUTHWEST OF STATION.  NOTE-- THIS MARK IS NEAR THE SOUTH
 LW0841'SHORE OF BLOCK ISLAND SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0842 ***********************************************************************
 LW0842  DESIGNATION -  CULL RM 3
 LW0842  PID         -  LW0842
 LW0842  STATE/COUNTY-  NY/SUFFOLK
 LW0842  USGS QUAD   -  MONTAUK POINT (1956)
 LW0842
 LW0842                         *CURRENT SURVEY CONTROL
 LW0842  ___________________________________________________________________
 LW0842* NAD 83(1986)-  41 04 17.     (N)    071 57 23.     (W)     SCALED    
 LW0842* NAVD 88     -        14.906  (meters)      48.90   (feet)  ADJUSTED  
 LW0842  ___________________________________________________________________
 LW0842  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LW0842  DYNAMIC HT  -          14.901 (meters)      48.89  (feet)  COMP
 LW0842  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LW0842
 LW0842  VERT ORDER  -  SECOND    CLASS 0
 LW0842
 LW0842.The horizontal coordinates were scaled from a topographic map and have
 LW0842.an estimated accuracy of +/- 6 seconds.
 LW0842
 LW0842.The orthometric height was determined by differential leveling
 LW0842.and adjusted by the National Geodetic Survey in June 1991..
 LW0842
 LW0842.The geoid height was determined by GEOID03.
 LW0842
 LW0842.The dynamic height is computed by dividing the NAVD 88
 LW0842.geopotential number by the normal gravity value computed on the
 LW0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0842.degrees latitude (g = 980.6199 gals.).
 LW0842
 LW0842.The modeled gravity was interpolated from observed gravity values.
 LW0842
 LW0842;                    North         East    Units  Estimated Accuracy
 LW0842;SPC NY L     -   102,470.      471,740.      MT  (+/- 180 meters Scaled)
 LW0842
 LW0842                          SUPERSEDED SURVEY CONTROL
 LW0842
 LW0842  NGVD 29 (??/??/92)   15.195  (m)           49.85   (f) ADJ UNCH    2 0
 LW0842
 LW0842.Superseded values are not recommended for survey control.
 LW0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0842.See file dsdata.txt to determine how the superseded data were derived.
 LW0842
 LW0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF516508(NAD 83)
 LW0842_MARKER: DR = REFERENCE MARK DISK
 LW0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0842_STAMPING: CULL NO 3
 LW0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0842+STABILITY: SURFACE MOTION
 LW0842
 LW0842  HISTORY     - Date     Condition        Report By
 LW0842  HISTORY     - 1932     MONUMENTED       CGS
 LW0842  HISTORY     - 1956     GOOD             NGS
 LW0842
 LW0842                          STATION DESCRIPTION
 LW0842
 LW0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LW0842'3 MI N FROM MONTAUK.
 LW0842'2.15 MILES NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LW0842'MONTAUK, THENCE 0.8 MILE NORTHWEST ALONG A TRAIL ROAD, ON THE
 LW0842'END OF THE HIGHEST RIDGE AT CULLODEN POINT, 58.4 FEET WEST OF
 LW0842'STATION CULL, 5 FEET SOUTH OF THE EDGE OF EMBANKMENT, SET IN
 LW0842'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK
 LW0842'IS NEAR THE SOUTH SHORE OF BLOCK ISLAND SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2110 ***********************************************************************
 NA2110  DESIGNATION -  CULLEN
 NA2110  PID         -  NA2110
 NA2110  STATE/COUNTY-  NY/HERKIMER
 NA2110  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA2110
 NA2110                         *CURRENT SURVEY CONTROL
 NA2110  ___________________________________________________________________
 NA2110* NAD 83(1996)-  42 52 26.95088(N)    074 56 14.31950(W)     ADJUSTED  
 NA2110* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 NA2110  ___________________________________________________________________
 NA2110  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 NA2110  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NA2110
 NA2110  HORZ ORDER  -  THIRD
 NA2110
 NA2110.The horizontal coordinates were established by classical geodetic methods
 NA2110.and adjusted by the National Geodetic Survey in January 1999..
 NA2110
 NA2110.The orthometric height was scaled from a topographic map.
 NA2110
 NA2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2110
 NA2110.The geoid height was determined by GEOID03.
 NA2110
 NA2110;                    North         East     Units Scale Factor Converg.
 NA2110;SPC NY E     -   448,785.580   114,272.099   MT  0.99991570   -0 17 51.2
 NA2110;SPC NY E     - 1,472,390.69    374,907.71   sFT  0.99991570   -0 17 51.2
 NA2110;UTM  18      - 4,746,841.763   505,120.095   MT  0.99960032   +0 02 33.6
 NA2110
 NA2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2110!SPC NY E     -   0.99993185  x   0.99991570  =   0.99984755
 NA2110!UTM  18      -   0.99993185  x   0.99960032  =   0.99953219
 NA2110
 NA2110|---------------------------------------------------------------------|
 NA2110| PID    Reference Object                     Distance      Geod. Az  |
 NA2110|                                                           dddmmss.s |
 NA2110| CZ7688 CULLEN RM 1                          53.855 METERS 07510     |
 NA2110| CZ7687 CULLEN AZ MK                                       2533003.5 |
 NA2110| CZ7689 CULLEN RM 2                          24.676 METERS 31137     |
 NA2110|---------------------------------------------------------------------|
 NA2110
 NA2110                          SUPERSEDED SURVEY CONTROL
 NA2110
 NA2110  NAD 83(1986)-  42 52 26.95440(N)    074 56 14.31997(W) AD(       ) 3
 NA2110  NAD 27      -  42 52 26.69500(N)    074 56 15.76500(W) AD(       ) 3
 NA2110
 NA2110.Superseded values are not recommended for survey control.
 NA2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2110.See file dsdata.txt to determine how the superseded data were derived.
 NA2110
 NA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0512046842(NAD 83)
 NA2110_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2110
 NA2110  HISTORY     - Date     Condition        Report By
 NA2110  HISTORY     - 1942     MONUMENTED       CGS
 NA2110  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2110
 NA2110                          STATION DESCRIPTION
 NA2110
 NA2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2110'STATION IS LOCATED ABOUT 1.25 MILES ESE OF CULLEN AND ABOUT
 NA2110'2.0 MILES NE OF RICHFIELD SPRINGS, 1.0 FOOT N OF FENCE, 4.0 FEET
 NA2110'E OF WHITE REFERENCE POST, 20.0 FEET S OF THE CENTER OF A
 NA2110'DIRT ROAD AND ON LAND OWNED BY JOHN HALKOWICH.  THE DISK IS
 NA2110'STAMPED CULLEN 1942.
 NA2110'
 NA2110'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2110'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2110'
 NA2110'REFERENCE MARK NO.1 IS 176.69 FEET E OF THE STATION AND 19.0
 NA2110'FEET N OF THE CENTER LINE OF THE ROAD.  THE DISK IS STAMPED
 NA2110'CULLEN NO.1 1942.
 NA2110'
 NA2110'REFERENCE MARK NO.2 IS 80.96 FEET NW OF THE STATION, 14.0 FEET
 NA2110'N OF AN E-AND-W FENCE, 7.0 FEET W OF A N-S FENCE.  THE DISK
 NA2110'IS STAMPED CULLEN NO.2 1942.
 NA2110'
 NA2110'AZIMUTH MARK IS ABOUT 1.2 MILES SW OF THE STATION, 3.0 FEET
 NA2110'E OF N-S FENCE, 21.0 FEET N OF AN E-W FENCE, 6.0 FEET E OF A
 NA2110'STANDARD REFERENCE POST, 24.0 FEET E OF THE CENTER OF DIRT
 NA2110'ROAD.  THE DISK IS STAMPED CULLEN 1942.
 NA2110'
 NA2110'TO REACH STATION FROM THE TOWN CLOCK AT THE JUNCTIONS OF
 NA2110'NEW YORK HIGHWAYS 20 AND 167 IN RICHFIELD SPRINGS GO NE 0.8 MILE
 NA2110'ON HIGHWAY 167 TO T-ROAD RIGHT, TURN RIGHT ON HARD SURFACE
 NA2110'ROAD AND GO 1.15 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 0.65
 NA2110'MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 NA2110'0.3 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.8 MILE TO
 NA2110'STATION ON THE RIGHT SIDE OF THE ROAD.
 NA2110'
 NA2110'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA2110
 NA2110                          STATION RECOVERY (1974)
 NA2110
 NA2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA2110'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2110'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 NA2110'BLOCKED NORTHWEST, NORTH AND NORTHEAST, BUT TO SOUTHEAST, SOUTH,
 NA2110'AND SOUTHWEST VIEW IS PARTIALLY OPEN.  AZIMUTH MARK IS VISIBLE
 NA2110'FROM STATION.
 NA2110'
 NA2110'STATION IS LOCATED ON A NARROW-TOPPED, EAST-WEST HILL ABOUT
 NA2110'1/4-MILE LONG, ON THE SOUTH SIDE OF HOGSBACK ROAD, WHICH PASSES
 NA2110'DIRECTLY ALONG THE CREST OF THE HILL.  STATION MARK IS A
 NA2110'STANDARD DISK STAMPED CULLEN 1942, SET IN THE TOP OF A SQUARE
 NA2110'CONCRETE MONUMENT PROJECTING 3 INCHES FROM GROUND.  IT IS 20 FEET
 NA2110'SOUTH OF CENTER LINE OF HOGSBACK ROAD, 2 FEET NORTH OF A FENCE
 NA2110'LINE, 18 FEET WEST OF A T-FENCE CORNER WITH TREE-ROW RUNNING
 NA2110'SOUTH, AND 41 FEET EAST OF A 24-INCH ELM.
 NA2110'
 NA2110'RM NO. 1 IS A STANDARD DISK STAMPED CULLEN NO 1 1942, SET IN THE
 NA2110'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NA2110'GROUND.  IT IS 23 FEET NORTH OF CENTER LINE OF THE ROAD, 3 FEET
 NA2110'NORTH OF FENCE LINE, 10 FEET WEST OF A 12-INCH MAPLE AND 20
 NA2110'FEET EAST OF 18-INCH ELM.
 NA2110'
 NA2110'RM NO. 2 IS A STANDARD DISK STAMPED CULLEN NO 2 1942, SET IN
 NA2110'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NA2110'GROUND.  IT IS 6 FEET WEST OF A NORTH-SOUTH FENCE, 12 FEET
 NA2110'NORTH OF THE EAST-WEST FENCE, AND 21 FEET NORTHEAST OF AN
 NA2110'18-INCH MAPLE.
 NA2110'
 NA2110'AZIMUTH MARK IS A STANDARD DISK STAMPED CULLEN 1942, SET IN
 NA2110'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 NA2110'GROUND.  IT IS 24 FEET EAST OF CENTER LINE OF ROAD, 21 FEET
 NA2110'NORTH OF AN EAST-WEST FENCE, AND 3 FEET EAST OF A NORTH-SOUTH
 NA2110'FENCE.
 NA2110'
 NA2110'TO REACH STATION FROM CROSSROAD INTERSECTION OF NY RTES. 167 AND
 NA2110'U.S. HIGHWAY 20 IN RICHFIELD SPRINGS, GO NORTHEAST ON NY RTE. 167
 NA2110'FOR 0.8 MILE TO T-JUNCTION.  TURN RIGHT AND GO EAST 1.2 MILES TO
 NA2110'DIRT T-ROAD LEFT.  TURN LEFT AND GO NORTH 0.65 MILE TO AZIMUTH
 NA2110'MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.3 MILE TO
 NA2110'T-JUNCTION.  TURN RIGHT AND GO EAST ON HOGSBACK RD. FOR 0.85
 NA2110'MILE TO STATION ON SHARP RISE.
 NA2110'
 NA2110'NOTE--STATION CAN ALSO BE REACHED BY FOLLOWING NY RTE. 167
 NA2110'NORTH FROM RICHFIELD SPRINGS TO VILLAGE OF CULLEN.  HERE GO
 NA2110'RIGHT ON HOGSBACK RD. ABOUT 2 MILES TO STATION.
 NA2110'
 NA2110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2110'3 MILES NORTHEAST OF RICHFIELD SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1990 ***********************************************************************
 NB1990  DESIGNATION -  CULLEY
 NB1990  PID         -  NB1990
 NB1990  STATE/COUNTY-  NY/LIVINGSTON
 NB1990  USGS QUAD   -  LIVONIA (1976)
 NB1990
 NB1990                         *CURRENT SURVEY CONTROL
 NB1990  ___________________________________________________________________
 NB1990* NAD 83(1996)-  42 51 02.56465(N)    077 44 17.51583(W)     ADJUSTED  
 NB1990* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NB1990  ___________________________________________________________________
 NB1990  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NB1990  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NB1990
 NB1990  HORZ ORDER  -  THIRD
 NB1990
 NB1990.The horizontal coordinates were established by classical geodetic methods
 NB1990.and adjusted by the National Geodetic Survey in January 1999..
 NB1990
 NB1990.The orthometric height was scaled from a topographic map.
 NB1990
 NB1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1990
 NB1990.The geoid height was determined by GEOID03.
 NB1990
 NB1990;                    North         East     Units Scale Factor Converg.
 NB1990;SPC NY W     -   316,932.997   419,075.562   MT  0.99999618   +0 34 29.2
 NB1990;SPC NY W     - 1,039,804.34  1,374,917.07   sFT  0.99999618   +0 34 29.2
 NB1990;UTM  18      - 4,747,874.188   276,267.835   MT  1.00021585   -1 51 46.8
 NB1990
 NB1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1990!SPC NY W     -   0.99995930  x   0.99999618  =   0.99995548
 NB1990!UTM  18      -   0.99995930  x   1.00021585  =   1.00017515
 NB1990
 NB1990:                Primary Azimuth Mark                     Grid Az
 NB1990:SPC NY W     -  CONESUS                                  149 01 35.6
 NB1990:UTM  18      -  CONESUS                                  151 27 51.6
 NB1990
 NB1990|---------------------------------------------------------------------|
 NB1990| PID    Reference Object                     Distance      Geod. Az  |
 NB1990|                                                           dddmmss.s |
 NB1990| NB2023 CONESUS                             APPROX.16.0 KM 1493604.8 |
 NB1990|---------------------------------------------------------------------|
 NB1990
 NB1990                          SUPERSEDED SURVEY CONTROL
 NB1990
 NB1990  NAD 83(1986)-  42 51 02.57312(N)    077 44 17.51239(W) AD(       ) 3
 NB1990  NAD 27      -  42 51 02.34541(N)    077 44 18.50763(W) AD(       ) 3
 NB1990
 NB1990.Superseded values are not recommended for survey control.
 NB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1990.See file dsdata.txt to determine how the superseded data were derived.
 NB1990
 NB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7626847874(NAD 83)
 NB1990_MARKER: DD = SURVEY DISK
 NB1990_SETTING: 80 = SET IN A BOULDER
 NB1990_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NB1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1990+STABILITY: SURFACE MOTION
 NB1990
 NB1990  HISTORY     - Date     Condition        Report By
 NB1990  HISTORY     - 1902     MONUMENTED       USGS
 NB1990
 NB1990                          STATION DESCRIPTION
 NB1990
 NB1990'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NB1990'ABOUT 2.0 MI NW. OF LAKEVILLE ON LOW KNOLL WITH TIMBER ON NORTHWEST
 NB1990'SIDE ON LAND OWNED BY R.H. CULLEY.  STATION IS ON EAST AND WEST
 NB1990'FENCE LINE 7 FT W. OF N. AND S. FENCE LINE AND 30 FT W. OF CENTER
 NB1990'OF ROAD.
 NB1990'
 NB1990'STATION MARK, A SMALL ROUND BOULDER SET 1 FT BELOW SURFACE OF GROUND.
 NB1990'IN TOP OF BOULDER IS DRILLED A HOLE 1/4 INCH DEEP, OVER THE BOULDER
 NB1990'IS SET A BRONZE TRIANGULATION DISK WHICH IS COVERED WITH EARTH
 NB1990'AND A STONE ON THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2127 ***********************************************************************
 NA2127  DESIGNATION -  CULVER
 NA2127  PID         -  NA2127
 NA2127  STATE/COUNTY-  NY/OTSEGO
 NA2127  USGS QUAD   -  MORRIS (1994)
 NA2127
 NA2127                         *CURRENT SURVEY CONTROL
 NA2127  ___________________________________________________________________
 NA2127* NAD 83(1996)-  42 30 57.79497(N)    075 12 11.46803(W)     ADJUSTED  
 NA2127* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 NA2127  ___________________________________________________________________
 NA2127  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 NA2127  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 NA2127
 NA2127  HORZ ORDER  -  FIRST
 NA2127
 NA2127.The horizontal coordinates were established by classical geodetic methods
 NA2127.and adjusted by the National Geodetic Survey in January 1999..
 NA2127
 NA2127.The orthometric height was scaled from a topographic map.
 NA2127
 NA2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2127
 NA2127.The geoid height was determined by GEOID03.
 NA2127
 NA2127;                    North         East     Units Scale Factor Converg.
 NA2127;SPC NY E     -   409,156.354    92,219.280   MT  0.99994106   -0 28 30.8
 NA2127;SPC NY E     - 1,342,373.80    302,556.09   sFT  0.99994106   -0 28 30.8
 NA2127;SPC NY C     -   280,335.991   363,411.639   MT  1.00009570   +0 55 58.1
 NA2127;SPC NY C     -   919,735.66  1,192,293.02   sFT  1.00009570   +0 55 58.1
 NA2127;UTM  18      - 4,707,095.713   483,309.297   MT  0.99960343   -0 08 14.3
 NA2127
 NA2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2127!SPC NY E     -   0.99991458  x   0.99994106  =   0.99985564
 NA2127!SPC NY C     -   0.99991458  x   1.00009570  =   1.00001027
 NA2127!UTM  18      -   0.99991458  x   0.99960343  =   0.99951804
 NA2127
 NA2127|---------------------------------------------------------------------|
 NA2127| PID    Reference Object                     Distance      Geod. Az  |
 NA2127|                                                           dddmmss.s |
 NA2127| CZ7692 CULVER RM 2                          28.617 METERS 00025     |
 NA2127| NA2126 NEW LISBON FIRETOWER                APPROX. 8.9 KM 0363123.1 |
 NA2127| CZ7690 CULVER AZ MK                                       0441652.2 |
 NA2127| CZ7691 CULVER RM 1                          37.588 METERS 08126     |
 NA2127| NA2131 WAGNER                              APPROX.10.8 KM 2770335.8 |
 NA2127|---------------------------------------------------------------------|
 NA2127
 NA2127                          SUPERSEDED SURVEY CONTROL
 NA2127
 NA2127  NAD 83(1986)-  42 30 57.80024(N)    075 12 11.46838(W) AD(       ) 1
 NA2127  NAD 27      -  42 30 57.52329(N)    075 12 12.86528(W) AD(       ) 1
 NA2127
 NA2127.Superseded values are not recommended for survey control.
 NA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2127.See file dsdata.txt to determine how the superseded data were derived.
 NA2127
 NA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN8330907096(NAD 83)
 NA2127_MARKER: DS = TRIANGULATION STATION DISK
 NA2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2127
 NA2127  HISTORY     - Date     Condition        Report By
 NA2127  HISTORY     - 1942     MONUMENTED       CGS
 NA2127  HISTORY     - 1976     GOOD             NGS
 NA2127  HISTORY     - 19771219 GOOD             LOCSUR
 NA2127  HISTORY     - 1978     GOOD             NGS
 NA2127
 NA2127                          STATION DESCRIPTION
 NA2127
 NA2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2127'THE STATION IS NEAR THE SUMMIT OF A PROMINENT TIMBERED KNOLL OF
 NA2127'THE RIDGE LYING AT THE HEADWATERS OF THE CAHOON AND HARRISON
 NA2127'CREEKS, ABOUT 3 MILES SE OF MORRIS ON THE PROPERTY OF MR. CLYDE
 NA2127'CULVER, 0.3 MILE SE OF THE CULVER FARMHOUSE, 23.5 FEET W OF A N-S
 NA2127'FENCE LINE THAT IS ON THE E EDGE OF THE WOODS, ABOUT 50 YARDS
 NA2127'NE OF THE HIGHEST POINT OF THE HILL, AND 4.5 FEET E OF A
 NA2127'STANDARD REFERENCE POST.  THE DISK IS STAMPED CULVER 1942.
 NA2127'
 NA2127'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NA2127'BRONZE DISKS SET IN CONCRETE.
 NA2127'
 NA2127'REFERENCE MARK NO.1 IS 123.22 FEET NE OF THE STATION, 80 FEET
 NA2127'E OF A N-S FENCE LINE ALONG THE E EDGE OF THE WOODS, AND 4 FEET
 NA2127'W OF A 15-INCH APPLE TREE.  THE DISK IS STAMPED CULVER NO.1 1942.
 NA2127'
 NA2127'REFERENCE MARK NO.2 IS 93.89 FEET NW OF THE STATION, 65 FEET
 NA2127'W OF A N-S FENCE LINE ALONG THE E EDGE OF THE WOODS, AND IS ABOUT
 NA2127'5 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 NA2127'STAMPED CULVER NO.2 1942.
 NA2127'
 NA2127'THE AZIMUTH MARK IS 0.35 MILE NE OF THE STATION, 93 FEET E
 NA2127'OF A SMALL CULVERT, 19.8 FEET S OF THE CENTER LINE OF A MACADAM
 NA2127'ROAD, 3.6 FEET E OF A STANDARD REFERENCE POST, AND 2.4 FEET S OF
 NA2127'AN E-W FENCE.  THE DISK IS STAMPED CULVER 1942.
 NA2127'
 NA2127'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 NA2127'OF STATE HIGHWAYS 23 AND 51 IN MORRIS, GO E ON STATE HIGHWAY 23
 NA2127'FOR 0.45 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO ABOUT
 NA2127'50 YARDS TO A FORKS, TAKE THE LEFT FORK AND GO 1.65 MILES TO A
 NA2127'T-ROAD RIGHT, TURN RIGHT AND GO 1.0 MILE TO A MACADAM ROAD AND
 NA2127'CROSSROADS.  *CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO MR. CLYDE
 NA2127'CULVERS FARMHOUSE, HERE TURN LEFT INTO CULVERS DRIVEWAY AND
 NA2127'FOLLOW FARM ROAD PAST BARN AND GO 0.3 MILE SE UPHILL ALONG THE
 NA2127'E EDGE OF THE WOODS TO THE SUMMIT OF THE HILL AND THE STATION.
 NA2127'
 NA2127'*TO REACH THE AZIMUTH FROM CROSSROADS, GO E ON MACADAM ROAD
 NA2127'FOR 0.55 MILE TO THE MARK ON THE LEFT.
 NA2127'
 NA2127'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA2127
 NA2127                          STATION RECOVERY (1976)
 NA2127
 NA2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2127'STATION MARK WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS RECOVERED,
 NA2127'BUT FOUND TO BE LOOSE IN THE GROUND (THE DISTANCE AND ANGLES WAS
 NA2127'NOT CHECKED.).  RM 2 WAS NOT FOUND, BUT IS BELIEVED TO STILL EXIST,
 NA2127'BUT COVERED BY LOGS AND DOWN TIMBER.  THE AZIMUTH MARK DISK HAS
 NA2127'BEEN PRIED OFF, BUT THE STEM REMAINS IN THE CONCRETE MONUMENT,
 NA2127'WITH THE PORTION BEARING THE CROSS ON THE ARROW ATTACHED, AND IS
 NA2127'SOLID AND UPRIGHT.  VIEW FROM STATION IS OPEN TO NORTHEAST AND
 NA2127'EAST, BUT WOODS BLOCK THE REMAINING AREAS.
 NA2127'
 NA2127'STATION IS ON PROPERTY OWNED BY MR. N. BRONSON, 2000 FEET NORTHWEST
 NA2127'OF LAKE MISERY, ON THE SUMMIT OF A HILL, 20 FEET NORTHWEST INTO
 NA2127'THE WOODS FROM NORTHWEST EDGE OF AN OPEN FIELD.  STATION
 NA2127'MARK IS A STANDARD DISK STAMPED CULVER 1942, SET IN THE
 NA2127'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 NA2127'FROM GROUND.  IT IS 5 FEET EAST-SOUTHEAST OF THE OLD WOODEN
 NA2127'WITNESS POST AND 25 FEET SOUTHWEST OF A 30-INCH, TWIN-TRUNKED
 NA2127'MAPLE TREE.
 NA2127'
 NA2127'RM NO. 1 IS A STANDARD DISK STAMPED CULVER NO 1 1942, SET IN
 NA2127'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 15
 NA2127'INCHES FROM GROUND.  IT IS 220 FEET NORTHEAST OF SOUTHWEST
 NA2127'END OF A CLEARING, AND 120 FEET NORTHWEST OF SOUTHEAST EDGE OF
 NA2127'THIS CLEARING.
 NA2127'
 NA2127'AZIMUTH MARK IS THE STEM OF THE ORIGINAL DISK, WITH CROSS ON
 NA2127'THE ARROW STILL ATTACHED, SET IN THE TOP OF A SQUARE CONCRETE
 NA2127'MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 93 FEET EAST
 NA2127'OF A CULVERT AND 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 NA2127'
 NA2127'TO REACH STATION FROM THE JUNCTION OF NY RTES. 23 AND 51
 NA2127'IN MORRIS, GO EASTERLY ON RTE. 23 FOR 0.45 MILE.  TAKE RIGHT
 NA2127'FORK AND GO SOUTHEAST AND EAST 1.7 MILES TO A T-ROAD RIGHT.  TURN
 NA2127'RIGHT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD.  KEEP STRAIGHT
 NA2127'AHEAD ON DIRT ROAD FOR 0.2 MILE TO FARM HOME ON LEFT.  GO LEFT
 NA2127'AND FOLLOW FARM ROAD EAST UP ALONG EDGE OF FIELD FOR 0.3 MILE TO
 NA2127'SUMMIT AND STATION.
 NA2127'
 NA2127'TO REACH AZIMUTH MARK, GO BACK DOWN TO THE FARM HOME, THEN GO
 NA2127'RIGHT 0.2 MILE TO THE CROSSROAD.  TURN RIGHT AND GO EAST FOR
 NA2127'0.55 MILE TO THE MARK ON RIGHT.
 NA2127'
 NA2127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2127'3 MILES SSE OF MORRIS.
 NA2127
 NA2127                          STATION RECOVERY (1977)
 NA2127
 NA2127'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LK)
 NA2127'RECOVERED IN GOOD CONDITION.
 NA2127
 NA2127                          STATION RECOVERY (1978)
 NA2127
 NA2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NA2127'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NA2127'WERE RECOVERED.  THE OUTSIDE EDGE OF THE AZIMUTH MARK DISK HAS
 NA2127'BEEN TORN OFF BUT THE STEM OF THE DISK REMAINS SOLID.  REFERENCE
 NA2127'MARK 1 WAS SLIGHTLY LOOSE IN THE GROUND BUT WAS RE-ENFORCED AT
 NA2127'THIS TIME.  THE DIRECTION TO THE REFERENCE MARKS CHECKED THE
 NA2127'1942 DATA.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A
 NA2127'LONGER MEASUREMENT OF 0.031 METERS WAS NOTED TO REFERENCE MARK
 NA2127'1.  A NEW DESCRIPTION FOLLOWS.
 NA2127'
 NA2127'THE STATION IS LOCATED NEAR THE SUMMIT OF A LOW TIMBERED RIDGE
 NA2127'ABOUT 3 MILES SOUTHEAST OF MORRIS.  THE PROPERTY IS NOW OWNED
 NA2127'BY MR. NORMAN BRONSON WHO LIVES NEAR THE STATION.
 NA2127'
 NA2127'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 NA2127'23 IN MORRIS, GO EAST ON HIGHWAY 23 FOR 0.45 MILE TO A SIDE ROAD
 NA2127'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 1.65
 NA2127'MILES TO WHERE THE ROAD TURNS SHARP RIGHT.  TURN RIGHT AND GO
 NA2127'SOUTH ON THE PAVED ROAD FOR 1.0 MILE TO A CROSSROAD.  (TO REACH
 NA2127'THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO EAST ON A
 NA2127'PAVED ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT, NOT LEFT AS
 NA2127'THE 1942 DESCRIPTION INDICATES.) CONTINUE SOUTH ON A DIRT FOR
 NA2127'0.2 MILE TO MR. BRONSONS DRIVEWAY ON THE LEFT, TURN LEFT AND GO
 NA2127'EAST ON THE DRIVEWAY FOR 0.5 MILE TO A BARN.  CONTINUE IN AN
 NA2127'EASTERLY DIRECTION THROUGH A PASTURE FOR 0.2 MILE, TURN
 NA2127'RIGHT AND GO SOUTH ALONG THE EDGE OF WOODS FOR 0.1 MILE TO THE
 NA2127'STATION, ABOUT 50 YARDS EAST OF THE HIGHEST POINT OF RIDGE.
 NA2127'
 NA2127'THE STATION MARKS ARE STANDARD DISKS STAMPED CULVER 1942.  THE
 NA2127'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NA2127'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 NA2127'IS 54 FEET WEST OF THE EDGE OF WOODS AND CLEARED FIELD, 4.8 FEET
 NA2127'NORTHEAST OF A METAL WITNESS POST AND 4.4 FEET SOUTHEAST OF A
 NA2127'WOOD WITNESS POST.  THE 1942 DESCRIPTION STATES THERE IS AN
 NA2127'UNDERGROUND DISK.
 NA2127'
 NA2127'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CULVER NO 1 1942,
 NA2127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NA2127'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET EAST
 NA2127'OF THE EDGE OF THE WOODS.
 NA2127'
 NA2127'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CULVER NO 2 1942,
 NA2127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 NA2127'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 91.5 FEET NORTH
 NA2127'OF THE WOOD WITNESS POST AND 78 FEET WEST OF THE EDGE OF THE
 NA2127'WOODS.
 NA2127'
 NA2127'THE AZIMUTH MARK IS THE CENTER OF THE STEM OF THE DISK THAT IS SET
 NA2127'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 NA2127'INCHES.  IT IS 93 FEET EAST OF A SMALL PIPE CULVERT, 20 FEET SOUTH
 NA2127'OF THE CENTERLINE OF THE PAVED ROAD, 3.8 FEET EAST OF A WOOD
 NA2127'WITNESS POST AND 2.8 FEET EAST OF A METAL WITNESS POST.
 NA2127'
 NA2127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2127'3 MILES SOUTHEAST OF MORRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1812 ***********************************************************************
 OF1812  DESIGNATION -  CULVER 1925
 OF1812  PID         -  OF1812
 OF1812  STATE/COUNTY-  NY/MONROE
 OF1812  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1812
 OF1812                         *CURRENT SURVEY CONTROL
 OF1812  ___________________________________________________________________
 OF1812* NAD 83(1996)-  43 09 34.88563(N)    077 33 59.00792(W)     ADJUSTED  
 OF1812* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 OF1812  ___________________________________________________________________
 OF1812  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OF1812  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OF1812
 OF1812  HORZ ORDER  -  SECOND
 OF1812
 OF1812.The horizontal coordinates were established by classical geodetic methods
 OF1812.and adjusted by the National Geodetic Survey in January 1999..
 OF1812
 OF1812.The orthometric height was scaled from a topographic map.
 OF1812
 OF1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1812
 OF1812.The geoid height was determined by GEOID03.
 OF1812
 OF1812;                    North         East     Units Scale Factor Converg.
 OF1812;SPC NY W     -   351,411.688   432,702.504   MT  1.00002161   +0 41 44.4
 OF1812;SPC NY W     - 1,152,923.18  1,419,624.80   sFT  1.00002161   +0 41 44.4
 OF1812;UTM  18      - 4,781,745.860   291,355.638   MT  1.00013555   -1 45 22.1
 OF1812
 OF1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1812!SPC NY W     -   0.99998272  x   1.00002161  =   1.00000433
 OF1812!UTM  18      -   0.99998272  x   1.00013555  =   1.00011826
 OF1812
 OF1812|---------------------------------------------------------------------|
 OF1812| PID    Reference Object                     Distance      Geod. Az  |
 OF1812|                                                           dddmmss.s |
 OF1812| OF1831 SIDNEY 1925                         393.217 METERS 28311     |
 OF1812|---------------------------------------------------------------------|
 OF1812
 OF1812                          SUPERSEDED SURVEY CONTROL
 OF1812
 OF1812  NAD 83(1986)-  43 09 34.89413(N)    077 33 59.00764(W) AD(       ) 2
 OF1812  NAD 27      -  43 09 34.67100(N)    077 34 00.01200(W) AD(       ) 2
 OF1812
 OF1812.Superseded values are not recommended for survey control.
 OF1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1812.See file dsdata.txt to determine how the superseded data were derived.
 OF1812
 OF1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9135681746(NAD 83)
 OF1812
 OF1812  HISTORY     - Date     Condition        Report By
 OF1812  HISTORY     - 1925     MONUMENTED       CGS
 OF1812  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1812  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF1812  HISTORY     - 20020120 GOOD             USPSQD
 OF1812
 OF1812                          STATION DESCRIPTION
 OF1812
 OF1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1812'IN ROCHESTER, AT THE SOUTHWEST CORNER OF CULVER ROAD NORTH AND
 OF1812'MAIN STREET EAST, 0.95 METER SOUTH OF THE CURB ON THE SOUTH
 OF1812'SIDE OF MAIN STREET EAST, 1.58 METERS EAST OF THE WEST EDGE OF
 OF1812'THE SIDEWALK ON THE WEST SIDE OF CULVER ROAD NORTH, 3.05 METERS
 OF1812'EAST OF A CONCRETE TIE POLE NEAR THE SOUTH CURB OF MAIN STREET
 OF1812'EAST, AND 4.20 METERS NORTHWEST OF A CONCRETE LAMP POST NEAR THE
 OF1812'WEST CURB OF CULVER ROAD NORTH.  STATION IS SET AS DESCRIBED IN
 OF1812'NOTE D-1.
 OF1812
 OF1812                          STATION RECOVERY (1977)
 OF1812
 OF1812'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1812'CULVER GOOD.
 OF1812
 OF1812                          STATION RECOVERY (1984)
 OF1812
 OF1812'RECOVERY NOTE BY US POWER SQUADRON 1984 (RFH)
 OF1812'CULVER NOT RECOVERED.
 OF1812'
 OF1812'EAST MAIN STREET AND CORNERS AT CULVER ROAD HAVE BEEN RECONSTRUCTED.
 OF1812
 OF1812                          STATION RECOVERY (2002)
 OF1812
 OF1812'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1284 ***********************************************************************
 NB1284  DESIGNATION -  CULVERT
 NB1284  PID         -  NB1284
 NB1284  STATE/COUNTY-  NY/LIVINGSTON
 NB1284  USGS QUAD   -  GENESEO (1978)
 NB1284
 NB1284                         *CURRENT SURVEY CONTROL
 NB1284  ___________________________________________________________________
 NB1284* NAD 83(1986)-  42 48 34.     (N)    077 51 18.     (W)     SCALED    
 NB1284* NAVD 88     -       172.535  (meters)     566.06   (feet)  ADJUSTED  
 NB1284  ___________________________________________________________________
 NB1284  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NB1284  DYNAMIC HT  -         172.488 (meters)     565.90  (feet)  COMP
 NB1284  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 NB1284
 NB1284  VERT ORDER  -  FIRST     CLASS II
 NB1284
 NB1284.The horizontal coordinates were scaled from a topographic map and have
 NB1284.an estimated accuracy of +/- 6 seconds.
 NB1284
 NB1284.The orthometric height was determined by differential leveling
 NB1284.and adjusted by the National Geodetic Survey in June 1991..
 NB1284
 NB1284.The geoid height was determined by GEOID03.
 NB1284
 NB1284.The dynamic height is computed by dividing the NAVD 88
 NB1284.geopotential number by the normal gravity value computed on the
 NB1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1284.degrees latitude (g = 980.6199 gals.).
 NB1284
 NB1284.The modeled gravity was interpolated from observed gravity values.
 NB1284
 NB1284;                    North         East    Units  Estimated Accuracy
 NB1284;SPC NY W     -   312,260.      409,570.      MT  (+/- 180 meters Scaled)
 NB1284
 NB1284                          SUPERSEDED SURVEY CONTROL
 NB1284
 NB1284  NGVD 29 (??/??/92)  172.70   (m)          566.6    (f) COMPUTED    1 2
 NB1284
 NB1284.Superseded values are not recommended for survey control.
 NB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1284.See file dsdata.txt to determine how the superseded data were derived.
 NB1284
 NB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN665436(NAD 83)
 NB1284_MARKER: Q = CHISELED SQUARE
 NB1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1284_SP_SET: CULVERT
 NB1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1284
 NB1284  HISTORY     - Date     Condition        Report By
 NB1284  HISTORY     - UNK      MONUMENTED       CGS
 NB1284  HISTORY     - 1941     GOOD             NGS
 NB1284
 NB1284                          STATION DESCRIPTION
 NB1284
 NB1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1284'1.3 MI S FROM PIFFORD.
 NB1284'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 NB1284'PIFFORD, 0.5 MILE SOUTHWEST OF MILE-POST NO. 30, CUT IN THE SOUTHWEST
 NB1284'CORNER OF THE SOUTHEAST WALL OF A STONE CULVERT UNDER TRACKS, 16.9
 NB1284'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF TRACK, 22 FEET SOUTHWEST OF
 NB1284'NO. 567.16, 0.4 FOOT NORTHWEST OF THE SOUTHEAST EDGE, 0.4 FOOT
 NB1284'NORTHEAST OF THE SOUTHWEST END OF THE WALL, ABOUT 4 FEET BELOW TRACK
 NB1284'LEVEL. A CHISELED SQUARE NAMED CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1256 ***********************************************************************
 NB1256  DESIGNATION -  CULVERT
 NB1256  PID         -  NB1256
 NB1256  STATE/COUNTY-  NY/MONROE
 NB1256  USGS QUAD   -  RUSH (1976)
 NB1256
 NB1256                         *CURRENT SURVEY CONTROL
 NB1256  ___________________________________________________________________
 NB1256* NAD 83(1986)-  42 59 42.     (N)    077 44 14.     (W)     SCALED    
 NB1256* NAVD 88     -       164.536  (meters)     539.82   (feet)  ADJUSTED  
 NB1256  ___________________________________________________________________
 NB1256  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NB1256  DYNAMIC HT  -         164.492 (meters)     539.67  (feet)  COMP
 NB1256  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 NB1256
 NB1256  VERT ORDER  -  FIRST     CLASS II
 NB1256
 NB1256.The horizontal coordinates were scaled from a topographic map and have
 NB1256.an estimated accuracy of +/- 6 seconds.
 NB1256
 NB1256.The orthometric height was determined by differential leveling
 NB1256.and adjusted by the National Geodetic Survey in June 1991..
 NB1256
 NB1256.The geoid height was determined by GEOID03.
 NB1256
 NB1256.The dynamic height is computed by dividing the NAVD 88
 NB1256.geopotential number by the normal gravity value computed on the
 NB1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1256.degrees latitude (g = 980.6199 gals.).
 NB1256
 NB1256.The modeled gravity was interpolated from observed gravity values.
 NB1256
 NB1256;                    North         East    Units  Estimated Accuracy
 NB1256;SPC NY W     -   332,960.      418,990.      MT  (+/- 180 meters Scaled)
 NB1256
 NB1256                          SUPERSEDED SURVEY CONTROL
 NB1256
 NB1256  NGVD 29 (??/??/92)  164.71   (m)          540.4    (f) COMPUTED    1 2
 NB1256
 NB1256.Superseded values are not recommended for survey control.
 NB1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1256.See file dsdata.txt to determine how the superseded data were derived.
 NB1256
 NB1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN768638(NAD 83)
 NB1256_MARKER: DB = BENCH MARK DISK
 NB1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1256_SP_SET: CULVERT
 NB1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1256
 NB1256  HISTORY     - Date     Condition        Report By
 NB1256  HISTORY     - UNK      MONUMENTED       CGS
 NB1256  HISTORY     - 1941     GOOD             NGS
 NB1256
 NB1256                          STATION DESCRIPTION
 NB1256
 NB1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1256'1.7 MI SE FROM SCOTTSVILLE.
 NB1256'1.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NB1256'AT SCOTTSVILLE, CUT IN THE WEST CORNER OF THE SOUTH ABUTMENT OF A
 NB1256'STONE CULVERT UNDER TRACKS, 0.1 MILE SOUTH OF MILE-POST NO. 14, 9.1
 NB1256'FEET WEST OF THE WEST RAIL OF TRACK, 0.8 FOOT NORTH OF THE SOUTH END
 NB1256'OF WEST WALL, 0.8 FOOT EAST OF THE WEST EDGE OF WALL, 20.4 FEET SOUTH
 NB1256'OF B.M. Y-129 1941, ABOUT 3 FEET BELOW TRACK LEVEL. A CHISELED SQUARE
 NB1256'NAMED CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0014 ***********************************************************************
 OF0014  DESIGNATION -  CULVERT
 OF0014  PID         -  OF0014
 OF0014  STATE/COUNTY-  NY/OSWEGO
 OF0014  USGS QUAD   -  PULASKI (1980)
 OF0014
 OF0014                         *CURRENT SURVEY CONTROL
 OF0014  ___________________________________________________________________
 OF0014* NAD 83(1986)-  43 34 25.     (N)    076 12 05.     (W)     SCALED    
 OF0014* NAVD 88     -        76.064  (meters)     249.55   (feet)  ADJUSTED  
 OF0014  ___________________________________________________________________
 OF0014  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OF0014  DYNAMIC HT  -          76.049 (meters)     249.50  (feet)  COMP
 OF0014  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 OF0014
 OF0014  VERT ORDER  -  FIRST     CLASS II
 OF0014
 OF0014.The horizontal coordinates were scaled from a topographic map and have
 OF0014.an estimated accuracy of +/- 6 seconds.
 OF0014
 OF0014.The orthometric height was determined by differential leveling
 OF0014.and adjusted by the National Geodetic Survey in June 1991..
 OF0014
 OF0014.The geoid height was determined by GEOID03.
 OF0014
 OF0014.The dynamic height is computed by dividing the NAVD 88
 OF0014.geopotential number by the normal gravity value computed on the
 OF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0014.degrees latitude (g = 980.6199 gals.).
 OF0014
 OF0014.The modeled gravity was interpolated from observed gravity values.
 OF0014
 OF0014;                    North         East    Units  Estimated Accuracy
 OF0014;SPC NY C     -   396,960.      280,850.      MT  (+/- 180 meters Scaled)
 OF0014
 OF0014                          SUPERSEDED SURVEY CONTROL
 OF0014
 OF0014  NGVD 29 (??/??/92)   76.22   (m)          250.1    (f) COMPUTED    1 2
 OF0014
 OF0014.Superseded values are not recommended for survey control.
 OF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0014.See file dsdata.txt to determine how the superseded data were derived.
 OF0014
 OF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP029252(NAD 83)
 OF0014_MARKER: Q = CHISELED SQUARE
 OF0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0014_SP_SET: CULVERT
 OF0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0014
 OF0014  HISTORY     - Date     Condition        Report By
 OF0014  HISTORY     - UNK      MONUMENTED       USLS
 OF0014  HISTORY     - 1968     GOOD             NGS
 OF0014
 OF0014                          STATION DESCRIPTION
 OF0014
 OF0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0014'AT PORT ONTARIO HARBOR.
 OF0014'CULVERT IS AT PORT ONTARIO HARBOR, OSWEGO COUNTY, NEW YORK, ON
 OF0014'NORTHEASTERLY SIDE OF THE SALMON RIVER NEAR ITS MOUTH, ON NORTH
 OF0014'SIDE OF MAIN EAST-WEST ROAD, 117 FEET FROM UPRIVER END OF CONCRETE
 OF0014'GUARD WALL ON STEEL SHEET PILE REVETMENT ALONG THE RIVER, 16 FEET
 OF0014'FROM CENTER LINE OF THE ROAD, ON TOP OF A CONCRETE CULVERT, BEING
 OF0014'HIGHEST POINT IN A 0.2-FOOT SQUARE FORMED BY THREE CHISELED LINES
 OF0014'AND THE EAST EDGE OF THE CULVERT, WITH LETTERS P.B.M. CUT IN TOP
 OF0014'OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1437 ***********************************************************************
 PH1437  DESIGNATION -  CULVERT
 PH1437  PID         -  PH1437
 PH1437  STATE/COUNTY-  NY/ST LAWRENCE
 PH1437  USGS QUAD   -  EDWARDSVILLE (1980)
 PH1437
 PH1437                         *CURRENT SURVEY CONTROL
 PH1437  ___________________________________________________________________
 PH1437* NAD 83(1986)-  44 37 12.     (N)    075 36 11.     (W)     SCALED    
 PH1437* NAVD 88     -        80.530  (meters)     264.21   (feet)  ADJUSTED  
 PH1437  ___________________________________________________________________
 PH1437  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 PH1437  DYNAMIC HT  -          80.523 (meters)     264.18  (feet)  COMP
 PH1437  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 PH1437
 PH1437  VERT ORDER  -  FIRST     CLASS 0
 PH1437
 PH1437.The horizontal coordinates were scaled from a topographic map and have
 PH1437.an estimated accuracy of +/- 6 seconds.
 PH1437
 PH1437.The orthometric height was determined by differential leveling
 PH1437.and adjusted by the National Geodetic Survey in June 1991..
 PH1437
 PH1437.The geoid height was determined by GEOID03.
 PH1437
 PH1437.The dynamic height is computed by dividing the NAVD 88
 PH1437.geopotential number by the normal gravity value computed on the
 PH1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1437.degrees latitude (g = 980.6199 gals.).
 PH1437
 PH1437.The modeled gravity was interpolated from observed gravity values.
 PH1437
 PH1437;                    North         East    Units  Estimated Accuracy
 PH1437;SPC NY E     -   643,240.       62,460.      MT  (+/- 180 meters Scaled)
 PH1437
 PH1437                          SUPERSEDED SURVEY CONTROL
 PH1437
 PH1437  NGVD 29 (??/??/92)   80.639  (m)          264.56   (f) ADJ UNCH    1 0
 PH1437
 PH1437.Superseded values are not recommended for survey control.
 PH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1437.See file dsdata.txt to determine how the superseded data were derived.
 PH1437
 PH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ521409(NAD 83)
 PH1437_MARKER: B = BOLT
 PH1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1437_SP_SET: CULVERT
 PH1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1437
 PH1437  HISTORY     - Date     Condition        Report By
 PH1437  HISTORY     - UNK      MONUMENTED       USLS
 PH1437  HISTORY     - 1969     GOOD             USLS
 PH1437
 PH1437                          STATION DESCRIPTION
 PH1437
 PH1437'DESCRIBED BY US LAKE SURVEY 1969
 PH1437'3.3 MI NE FROM MORRISTOWN.
 PH1437'IS IN ST. LAWRENCE COUNTY, NEW YORK, 3.3 MILES DOWNRIVER FROM THE
 PH1437'RIGHT ANGLE BEND IN OLD HIGHWAY 37 AT MORRISTOWN, 715 FEET DOWNRIVER
 PH1437'FROM MILEPOST 127, LOCATED BETWEEN THE OLD RAILROAD GRADE AND THE
 PH1437'WATERS EDGE, 2.6 FEET DOWNRIVER FROM UPRIVER END OF A CULVERT
 PH1437'HEADWALL, 1.4 FEET SOUTHEAST FROM RIVER FACE OF THE HEADWALL, JUST
 PH1437'ABOVE THE CONCRETE SURFACE, BEING HIGHEST POINT ON TOP OF A SQUARE
 PH1437'BOLT SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1012 ***********************************************************************
 OF1012  DESIGNATION -  CULVERT
 OF1012  PID         -  OF1012
 OF1012  STATE/COUNTY-  NY/MONROE
 OF1012  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1012
 OF1012                         *CURRENT SURVEY CONTROL
 OF1012  ___________________________________________________________________
 OF1012* NAD 83(1986)-  43 08 54.     (N)    077 39 29.     (W)     SCALED    
 OF1012* NAVD 88     -       163.89   (+/-2cm)     537.7    (feet)  VERTCON   
 OF1012  ___________________________________________________________________
 OF1012  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OF1012
 OF1012  VERT ORDER  -  THIRD (See Below)
 OF1012
 OF1012.The horizontal coordinates were scaled from a topographic map and have
 OF1012.an estimated accuracy of +/- 6 seconds.
 OF1012
 OF1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1012.The vertical order pertains to the NGVD 29 superseded value.
 OF1012
 OF1012.The geoid height was determined by GEOID03.
 OF1012
 OF1012;                    North         East    Units  Estimated Accuracy
 OF1012;SPC NY W     -   350,060.      425,260.      MT  (+/- 180 meters Scaled)
 OF1012
 OF1012                          SUPERSEDED SURVEY CONTROL
 OF1012
 OF1012  NGVD 29 (??/??/??)  164.07   (m)          538.3    (f) RESET       3  
 OF1012
 OF1012.Superseded values are not recommended for survey control.
 OF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1012.See file dsdata.txt to determine how the superseded data were derived.
 OF1012
 OF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN838807(NAD 83)
 OF1012_MARKER: Q = CHISELED SQUARE
 OF1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF1012_SP_SET: CULVERT
 OF1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1012
 OF1012  HISTORY     - Date     Condition        Report By
 OF1012  HISTORY     - UNK      MONUMENTED       USGS
 OF1012  HISTORY     - 1920     GOOD             NGS
 OF1012
 OF1012                          STATION DESCRIPTION
 OF1012
 OF1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 OF1012'AT ROCHESTER.
 OF1012'ROCHESTER, 0.22 MILE SOUTH OF B.R. AND P. RAILWAY, X-ING WEST OF
 OF1012'TRACK NEAR NORTH END OF STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2283 ***********************************************************************
 MZ2283  DESIGNATION -  CULVERT
 MZ2283  PID         -  MZ2283
 MZ2283  STATE/COUNTY-  NY/COLUMBIA
 MZ2283  USGS QUAD   -  HUDSON NORTH (1980)
 MZ2283
 MZ2283                         *CURRENT SURVEY CONTROL
 MZ2283  ___________________________________________________________________
 MZ2283* NAD 83(1996)-  42 22 21.43152(N)    073 47 07.53026(W)     ADJUSTED  
 MZ2283* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 MZ2283  ___________________________________________________________________
 MZ2283  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MZ2283  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 MZ2283
 MZ2283  HORZ ORDER  -  THIRD
 MZ2283
 MZ2283.The horizontal coordinates were established by classical geodetic methods
 MZ2283.and adjusted by the National Geodetic Survey in January 1999..
 MZ2283
 MZ2283.The orthometric height was scaled from a topographic map.
 MZ2283
 MZ2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2283
 MZ2283.The geoid height was determined by GEOID03.
 MZ2283
 MZ2283;                    North         East     Units Scale Factor Converg.
 MZ2283;SPC NY E     -   393,232.704   208,850.686   MT  0.99994260   +0 28 53.8
 MZ2283;SPC NY E     - 1,290,130.96    685,204.29   sFT  0.99994260   +0 28 53.8
 MZ2283;UTM  18      - 4,691,863.516   599,999.940   MT  0.99972304   +0 49 07.1
 MZ2283
 MZ2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2283!SPC NY E     -   1.00000435  x   0.99994260  =   0.99994695
 MZ2283!UTM  18      -   1.00000435  x   0.99972304  =   0.99972739
 MZ2283
 MZ2283:                Primary Azimuth Mark                     Grid Az
 MZ2283:SPC NY E     -  COX LIGHT STATION                        315 21 39.1
 MZ2283:UTM  18      -  COX LIGHT STATION                        315 01 25.8
 MZ2283
 MZ2283|---------------------------------------------------------------------|
 MZ2283| PID    Reference Object                     Distance      Geod. Az  |
 MZ2283|                                                           dddmmss.s |
 MZ2283| MZ2224 COX LIGHT STATION                   APPROX. 1.1 KM 3155032.9 |
 MZ2283|---------------------------------------------------------------------|
 MZ2283
 MZ2283                          SUPERSEDED SURVEY CONTROL
 MZ2283
 MZ2283  NAD 83(1996)-  42 22 21.43199(N)    073 47 07.53254(W) AD(       ) 3
 MZ2283  NAD 83(1996)-  42 22 21.43194(N)    073 47 07.53251(W) AD(       ) 3
 MZ2283  NAD 83(1996)-  42 22 21.43216(N)    073 47 07.53242(W) AD(       ) 3
 MZ2283  NAD 83(1992)-  42 22 21.43256(N)    073 47 07.53217(W) AD(       ) 3
 MZ2283  NAD 83(1992)-  42 22 21.43250(N)    073 47 07.53214(W) AD(       ) 3
 MZ2283  NAD 83(1992)-  42 22 21.43386(N)    073 47 07.53058(W) AD(       ) 3
 MZ2283  NAD 83(1986)-  42 22 21.43396(N)    073 47 07.53020(W) AD(       ) 3
 MZ2283  NAD 27      -  42 22 21.13100(N)    073 47 09.08400(W) AD(       ) 3
 MZ2283
 MZ2283.Superseded values are not recommended for survey control.
 MZ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2283.See file dsdata.txt to determine how the superseded data were derived.
 MZ2283
 MZ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0000091864(NAD 83)
 MZ2283
 MZ2283  HISTORY     - Date     Condition        Report By
 MZ2283  HISTORY     - 1923     MONUMENTED       USE
 MZ2283  HISTORY     - 1934     SEE DESCRIPTION  CGS
 MZ2283  HISTORY     - 19881001 GOOD             LOCSUR
 MZ2283
 MZ2283                          STATION DESCRIPTION
 MZ2283
 MZ2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2283'ON THE E SIDE OF THE HUDSON RIVER, S OF OLD BRICKYARD, S OF
 MZ2283'STUYVESANT LANDING, MARKED BY A HOLE IN BRONZE SPIKE IN TOP OF
 MZ2283'SECOND RAILROAD CULVERT S OF OLD BRICKYARD.
 MZ2283
 MZ2283                          STATION RECOVERY (1988)
 MZ2283
 MZ2283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JEM)
 MZ2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1863 ***********************************************************************
 PG1863  DESIGNATION -  CUMBERLAND POINT 1870
 PG1863  PID         -  PG1863
 PG1863  STATE/COUNTY-  NY/CLINTON
 PG1863  USGS QUAD   -  PLATTSBURGH (1966)
 PG1863
 PG1863                         *CURRENT SURVEY CONTROL
 PG1863  ___________________________________________________________________
 PG1863* NAD 83(1996)-  44 41 34.25454(N)    073 23 27.18684(W)     ADJUSTED  
 PG1863* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 PG1863  ___________________________________________________________________
 PG1863  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 PG1863  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PG1863
 PG1863  HORZ ORDER  -  THIRD
 PG1863
 PG1863.The horizontal coordinates were established by classical geodetic methods
 PG1863.and adjusted by the National Geodetic Survey in January 1999..
 PG1863
 PG1863.The orthometric height was scaled from a topographic map.
 PG1863
 PG1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1863
 PG1863.The geoid height was determined by GEOID03.
 PG1863
 PG1863;                    North         East     Units Scale Factor Converg.
 PG1863;SPC NY E     -   651,342.696   237,907.427   MT  0.99999500   +0 46 48.3
 PG1863;SPC NY E     - 2,136,946.83    780,534.62   sFT  0.99999500   +0 46 48.3
 PG1863;SPC VT       -   244,012.481   429,384.727   MT  1.00002558   -0 37 35.7
 PG1863;UTM  18      - 4,950,090.020   627,498.815   MT  0.99979990   +1 07 54.7
 PG1863
 PG1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1863!SPC NY E     -   0.99999908  x   0.99999500  =   0.99999408
 PG1863!SPC VT       -   0.99999908  x   1.00002558  =   1.00002466
 PG1863!UTM  18      -   0.99999908  x   0.99979990  =   0.99979898
 PG1863
 PG1863:                Primary Azimuth Mark                     Grid Az
 PG1863:SPC NY E     -  SAWYERS ISLAND 1870                      148 30 48.7
 PG1863:SPC VT       -  SAWYERS ISLAND 1870                      149 55 12.7
 PG1863:UTM  18      -  SAWYERS ISLAND 1870                      148 09 42.3
 PG1863
 PG1863|---------------------------------------------------------------------|
 PG1863| PID    Reference Object                     Distance      Geod. Az  |
 PG1863|                                                           dddmmss.s |
 PG1863| PG1799 SAWYERS ISLAND 1870                 APPROX. 5.5 KM 1491737.0 |
 PG1863| PG1854 PLATTSBURG GREY SPIRE               APPROX. 5.1 KM 2753113.8 |
 PG1863|---------------------------------------------------------------------|
 PG1863
 PG1863                          SUPERSEDED SURVEY CONTROL
 PG1863
 PG1863  NAD 83(1996)-  44 41 34.25487(N)    073 23 27.18633(W) AD(       ) 3
 PG1863  NAD 83(1992)-  44 41 34.25439(N)    073 23 27.18863(W) AD(       ) 3
 PG1863  NAD 83(1986)-  44 41 34.26083(N)    073 23 27.18912(W) AD(       ) 3
 PG1863  NAD 27      -  44 41 34.10700(N)    073 23 28.70300(W) AD(       ) 3
 PG1863
 PG1863.Superseded values are not recommended for survey control.
 PG1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1863.See file dsdata.txt to determine how the superseded data were derived.
 PG1863
 PG1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2749950090(NAD 83)
 PG1863
 PG1863  HISTORY     - Date     Condition        Report By
 PG1863  HISTORY     - 1870     MONUMENTED       CGS
 PG1863  HISTORY     - 1963     SEE DESCRIPTION  LDA
 PG1863
 PG1863                          STATION DESCRIPTION
 PG1863
 PG1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1870 (SCM)
 PG1863'TRIPOD SIGNAL, CENTER POLE PAINTED BLACK AND WHITE, WHITE FLAG
 PG1863'AND PAINTED NAIL KEG ON TOP, SITUATED ON POINT 1/4 MILE W OF
 PG1863'CUMBERLAND HEAD LIGHTHOUSE, QUITE CLOSE TO EDGE OF BANK, AND S
 PG1863'OF A BLIND ROAD.  BANK IS ABOUT 25 FEET HIGH.
 PG1863'
 PG1863'STATION IS MARKED WITH AN IRON CONE (U.S.C.S.) BELOW GROUND.
 PG1863'
 PG1863'TRIANGULAR-BLAZED OAK TREE IS 49 FEET 7 INCHES ENE.
 PG1863'
 PG1863'TRIANGULAR-BLAZED OAK STUMP IS 19 FEET NE.
 PG1863'
 PG1863'TRIANGULAR-BLAZED PINE TREE IS 49 FEET W BY N.
 PG1863
 PG1863                          STATION RECOVERY (1963)
 PG1863
 PG1863'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PG1863'STATION WAS NOT RECOVERED.  AREA IS COMPLETELY BUILT UP.  UNABLE
 PG1863'TO LOCATE TREES AS THEY ARE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1431 ***********************************************************************
 OF1431  DESIGNATION -  CUMORAH MONUMENT
 OF1431  PID         -  OF1431
 OF1431  STATE/COUNTY-  NY/ONTARIO
 OF1431  USGS QUAD   -  PALMYRA (1952)
 OF1431
 OF1431                         *CURRENT SURVEY CONTROL
 OF1431  ___________________________________________________________________
 OF1431* NAD 83(1996)-  43 00 23.41606(N)    077 13 27.30214(W)     ADJUSTED  
 OF1431* NAVD 88     -                                                        
 OF1431  ___________________________________________________________________
 OF1431  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OF1431  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OF1431
 OF1431  HORZ ORDER  -  THIRD
 OF1431
 OF1431.The horizontal coordinates were established by classical geodetic methods
 OF1431.and adjusted by the National Geodetic Survey in January 1999..
 OF1431
 OF1431
 OF1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1431
 OF1431.The geoid height was determined by GEOID03.
 OF1431
 OF1431;                    North         East     Units Scale Factor Converg.
 OF1431;SPC NY C     -   334,091.926   197,747.687   MT  0.99997108   -0 26 13.8
 OF1431;SPC NY C     - 1,096,099.93    648,777.20   sFT  0.99997108   -0 26 13.8
 OF1431;UTM  18      - 4,763,937.755   318,720.882   MT  1.00000428   -1 31 03.1
 OF1431
 OF1431                          SUPERSEDED SURVEY CONTROL
 OF1431
 OF1431  NAD 83(1986)-  43 00 23.42466(N)    077 13 27.29812(W) AD(       ) 4
 OF1431  NAD 27      -  43 00 23.19739(N)    077 13 28.36819(W) AD(       ) 3
 OF1431
 OF1431.Superseded values are not recommended for survey control.
 OF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1431.See file dsdata.txt to determine how the superseded data were derived.
 OF1431
 OF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN1872163938(NAD 83)
 OF1431_MARKER: 70 = MONUMENT
 OF1431_SETTING: 0 = UNSPECIFIED SETTING
 OF1431
 OF1431  HISTORY     - Date     Condition        Report By
 OF1431  HISTORY     - 1943     FIRST OBSERVED   CGS
 OF1431  HISTORY     - 1983     GOOD             USPSQD
 OF1431  HISTORY     - 19940830 GOOD             USPSQD
 OF1431  HISTORY     - 19991114 GOOD             USPSQD
 OF1431
 OF1431                          STATION DESCRIPTION
 OF1431
 OF1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 OF1431'STATION IS A MONUMENT ABOUT 2.5 MILES NORTH OF MANCHESTER, ON A
 OF1431'HIGH HILL ABOUT 0.25 MILES EAST OF STATE ROUTE NO. 21.  THE
 OF1431'MONUMENT IS CONSTRUCTED OF MARBLE, IS ABOUT 25 FEET HIGH AND
 OF1431'HAS A BRONZE STATUE OF ANGEL MORONI ON TOP.  THE MONUMENT IS
 OF1431'VERY PROMINENT AT NIGHT AS IT IS LIGHTED BY AN INDIRECT LIGHTING
 OF1431'SYSTEM.
 OF1431
 OF1431                          STATION RECOVERY (1983)
 OF1431
 OF1431'RECOVERY NOTE BY US POWER SQUADRON 1983 (RFH)
 OF1431'STATION RECOVERED GOOD.
 OF1431
 OF1431                          STATION RECOVERY (1994)
 OF1431
 OF1431'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1431'RECOVERED IN GOOD CONDITION.
 OF1431
 OF1431                          STATION RECOVERY (1999)
 OF1431
 OF1431'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1783 ***********************************************************************
 OF1783  DESIGNATION -  CUNNINGHAM 1925
 OF1783  PID         -  OF1783
 OF1783  STATE/COUNTY-  NY/MONROE
 OF1783  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1783
 OF1783                         *CURRENT SURVEY CONTROL
 OF1783  ___________________________________________________________________
 OF1783* NAD 83(1996)-  43 10 52.88829(N)    077 37 11.99618(W)     ADJUSTED  
 OF1783* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 OF1783  ___________________________________________________________________
 OF1783  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 OF1783  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF1783
 OF1783  HORZ ORDER  -  SECOND
 OF1783
 OF1783.The horizontal coordinates were established by classical geodetic methods
 OF1783.and adjusted by the National Geodetic Survey in January 1999..
 OF1783
 OF1783.The orthometric height was scaled from a topographic map.
 OF1783
 OF1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1783
 OF1783.The geoid height was determined by GEOID03.
 OF1783
 OF1783;                    North         East     Units Scale Factor Converg.
 OF1783;SPC NY W     -   353,767.182   428,315.144   MT  1.00001292   +0 39 33.3
 OF1783;SPC NY W     - 1,160,651.16  1,405,230.60   sFT  1.00001292   +0 39 33.3
 OF1783;UTM  18      - 4,784,287.252   287,072.527   MT  1.00015776   -1 47 36.8
 OF1783
 OF1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1783!SPC NY W     -   0.99998366  x   1.00001292  =   0.99999658
 OF1783!UTM  18      -   0.99998366  x   1.00015776  =   1.00014142
 OF1783
 OF1783:                Primary Azimuth Mark                     Grid Az
 OF1783:SPC NY W     -  ST PAUL 1925                             266 28 04.7
 OF1783:UTM  18      -  ST PAUL 1925                             268 55 14.8
 OF1783
 OF1783|---------------------------------------------------------------------|
 OF1783| PID    Reference Object                     Distance      Geod. Az  |
 OF1783|                                                           dddmmss.s |
 OF1783| OF2266 ST PAUL 1925                        413.653 METERS 2670738.0 |
 OF1783|---------------------------------------------------------------------|
 OF1783
 OF1783                          SUPERSEDED SURVEY CONTROL
 OF1783
 OF1783  NAD 83(1986)-  43 10 52.89576(N)    077 37 11.99509(W) AD(       ) 2
 OF1783  NAD 27      -  43 10 52.67200(N)    077 37 12.98900(W) AD(       ) 2
 OF1783
 OF1783.Superseded values are not recommended for survey control.
 OF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1783.See file dsdata.txt to determine how the superseded data were derived.
 OF1783
 OF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8707384287(NAD 83)
 OF1783
 OF1783  HISTORY     - Date     Condition        Report By
 OF1783  HISTORY     - 1925     MONUMENTED       CGS
 OF1783  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1783
 OF1783                          STATION DESCRIPTION
 OF1783
 OF1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1783'IN ROCHESTER, BETWEEN THE SIDEWALK AND CURB, 2.55 METERS EAST
 OF1783'OF THE EAST CURB OF CONKEY AVENUE, 5.12 METERS NORTH OF THE
 OF1783'NORTH CURB LINE OF AVENUE E, PRODUCED EAST, 2.20 METERS
 OF1783'NORTHEAST OF AN 8-INCH IRON TIE POST ON THE EAST SIDE OF CONKEY
 OF1783'AVENUE AND 7.47 METERS NORTH OF A CONCRETE LAMP POST LOCATED
 OF1783'NEAR THE EAST SIDE OF THE EAST CURB OF CONKEY AVENUE, ABOUT AT
 OF1783'THE CENTER LINE OF AVENUE E, PRODUCED.  STATION IS SET AS
 OF1783'DESCRIBED IN NOTE C.
 OF1783
 OF1783                          STATION RECOVERY (1977)
 OF1783
 OF1783'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1783'CUNNINGHAM GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4527 ***********************************************************************
 KV4527  DESIGNATION -  CUP
 KV4527  PID         -  KV4527
 KV4527  STATE/COUNTY-  NY/KINGS
 KV4527  USGS QUAD   -  THE NARROWS (1981)
 KV4527
 KV4527                         *CURRENT SURVEY CONTROL
 KV4527  ___________________________________________________________________
 KV4527* NAD 83(1996)-  40 36 10.29970(N)    074 00 49.99035(W)     ADJUSTED  
 KV4527* NAVD 88     -                                                        
 KV4527  ___________________________________________________________________
 KV4527  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 KV4527  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4527
 KV4527  HORZ ORDER  -  THIRD
 KV4527
 KV4527.The horizontal coordinates were established by classical geodetic methods
 KV4527.and adjusted by the National Geodetic Survey in January 1999..
 KV4527
 KV4527
 KV4527.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4527
 KV4527.The geoid height was determined by GEOID03.
 KV4527
 KV4527;                    North         East     Units Scale Factor Converg.
 KV4527;SPC NY L     -    48,437.460   298,824.692   MT  1.00000416   -0 00 32.7
 KV4527;SPC NY L     -   158,915.23    980,394.01   sFT  1.00000416   -0 00 32.7
 KV4527;SPC NJ       -   196,563.245   191,139.737   MT  0.99992083   +0 18 58.9
 KV4527;SPC NJ       -   644,891.25    627,097.62   sFT  0.99992083   +0 18 58.9
 KV4527;SPC NY E     -   196,563.245   191,139.737   MT  0.99992083   +0 18 58.9
 KV4527;SPC NY E     -   644,891.25    627,097.62   sFT  0.99992083   +0 18 58.9
 KV4527;UTM  18      - 4,495,139.670   583,430.107   MT  0.99968568   +0 38 30.5
 KV4527
 KV4527                          SUPERSEDED SURVEY CONTROL
 KV4527
 KV4527  NAD 83(1986)-  40 36 10.30024(N)    074 00 49.98992(W) AD(       ) 4
 KV4527  NAD 27      -  40 36 09.92000(N)    074 00 51.48000(W) AD(       ) 3
 KV4527
 KV4527.Superseded values are not recommended for survey control.
 KV4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4527.See file dsdata.txt to determine how the superseded data were derived.
 KV4527
 KV4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8343095140(NAD 83)
 KV4527
 KV4527  HISTORY     - Date     Condition        Report By
 KV4527  HISTORY     - 1945     FIRST OBSERVED   CGS
 KV4527
 KV4527                          STATION DESCRIPTION
 KV4527
 KV4527'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KV4527'THIS STATION IS THE W CORNER OF A RED-BRICK APARTMENT HOUSE
 KV4527'AT THE SEAWARD END OF BAY THIRTEENTH STREET, BROOKLYN.  THIS
 KV4527'APARTMENT HOUSE IS ON THE NW SIDE OF BAY THIRTEENTH STREET AND
 KV4527'IS THE FIRST HOUSE N OF SHORE PARKWAY.  THIS STATION IS
 KV4527'IDENTICAL WITH A RECOVERABLE AIR PHOTO STATION 10 SHOWN ON
 KV4527'COMPILATION T-5462 OF GRAVESEND BAY.  IT IS APPROXIMATELY 60
 KV4527'METERS N OF THE CENTER OF SHORE PARKWAY AND APPROXIMATELY 40
 KV4527'METERS NW OF THE CENTER LINE OF BAY THIRTEENTH STREET.
 KV4527'
 KV4527'THIS IS AN INTERSECTION STATION AND WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3205 ***********************************************************************
 KU3205  DESIGNATION -  CUPOLA RED ROOFED HOUSE
 KU3205  PID         -  KU3205
 KU3205  STATE/COUNTY-  NY/NASSAU
 KU3205  USGS QUAD   -  LAWRENCE (1979)
 KU3205
 KU3205                         *CURRENT SURVEY CONTROL
 KU3205  ___________________________________________________________________
 KU3205* NAD 83(1996)-  40 35 41.74085(N)    073 43 21.60295(W)     ADJUSTED  
 KU3205* NAVD 88     -                                                        
 KU3205  ___________________________________________________________________
 KU3205  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KU3205  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU3205
 KU3205  HORZ ORDER  -  THIRD
 KU3205
 KU3205.The horizontal coordinates were established by classical geodetic methods
 KU3205.and adjusted by the National Geodetic Survey in January 1999..
 KU3205
 KU3205
 KU3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3205
 KU3205.The geoid height was determined by GEOID03.
 KU3205
 KU3205;                    North         East     Units Scale Factor Converg.
 KU3205;SPC NY L     -    47,593.594   323,475.760   MT  1.00000477   +0 10 53.0
 KU3205;SPC NY L     -   156,146.65  1,061,270.06   sFT  1.00000477   +0 10 53.0
 KU3205;UTM  18      - 4,494,575.836   608,081.991   MT  0.99974379   +0 49 52.5
 KU3205
 KU3205                          SUPERSEDED SURVEY CONTROL
 KU3205
 KU3205  NAD 83(1986)-  40 35 41.74436(N)    073 43 21.60172(W) AD(       ) 4
 KU3205  NAD 27      -  40 35 41.37300(N)    073 43 23.12700(W) AD(       ) 3
 KU3205
 KU3205.Superseded values are not recommended for survey control.
 KU3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3205.See file dsdata.txt to determine how the superseded data were derived.
 KU3205
 KU3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0808294576(NAD 83)
 KU3205_MARKER: 86 = CUPOLA
 KU3205
 KU3205  HISTORY     - Date     Condition        Report By
 KU3205  HISTORY     - 1926     FIRST OBSERVED   CGS
 KU3205
 KU3205                          STATION DESCRIPTION
 KU3205
 KU3205'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4340 ***********************************************************************
 KU4340  DESIGNATION -  CUPSOQUE
 KU4340  PID         -  KU4340
 KU4340  STATE/COUNTY-  NY/SUFFOLK
 KU4340  USGS QUAD   -  EASTPORT (1956)
 KU4340
 KU4340                         *CURRENT SURVEY CONTROL
 KU4340  ___________________________________________________________________
 KU4340* NAD 83(1996)-  40 46 09.24028(N)    072 44 27.55184(W)     ADJUSTED  
 KU4340* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU4340  ___________________________________________________________________
 KU4340  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KU4340  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU4340
 KU4340  HORZ ORDER  -  SECOND
 KU4340
 KU4340.The horizontal coordinates were established by classical geodetic methods
 KU4340.and adjusted by the National Geodetic Survey in January 1999..
 KU4340
 KU4340.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4340
 KU4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4340
 KU4340.The geoid height was determined by GEOID03.
 KU4340
 KU4340;                    North         East     Units Scale Factor Converg.
 KU4340;SPC NY L     -    67,676.515   406,291.814   MT  0.99999589   +0 49 24.6
 KU4340;SPC NY L     -   222,035.37  1,332,975.73   sFT  0.99999589   +0 49 24.6
 KU4340;UTM  18      - 4,515,595.335   690,654.933   MT  1.00004742   +1 28 32.2
 KU4340
 KU4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4340!SPC NY L     -   1.00000429  x   0.99999589  =   1.00000018
 KU4340!UTM  18      -   1.00000429  x   1.00004742  =   1.00005171
 KU4340
 KU4340:                Primary Azimuth Mark                     Grid Az
 KU4340:SPC NY L     -  EASTPORT BEACON MILLS WATER TK           006 55 09.8
 KU4340:UTM  18      -  EASTPORT BEACON MILLS WATER TK           006 16 02.2
 KU4340
 KU4340|---------------------------------------------------------------------|
 KU4340| PID    Reference Object                     Distance      Geod. Az  |
 KU4340|                                                           dddmmss.s |
 KU4340| KU4322 EASTPORT BEACON MILLS WATER TK      APPROX. 6.2 KM 0074434.4 |
 KU4340| KU4330 WESTHAMPTON BOMARC WATER TANK       APPROX. 8.3 KM 0353859.1 |
 KU4340| CB8364 CUPSOQUE RM 1                         8.998 METERS 04024     |
 KU4340| KU4446 MORICHES INLET E JETTY LIGHT        APPROX. 1.2 KM 2371049.6 |
 KU4340| KU4447 MORICHES INLET W JETTY LIGHT        APPROX. 1.4 KM 2425354.7 |
 KU4340| KU4439 MASURY WINDMILL                     APPROX. 6.0 KM 2843152.5 |
 KU4340| CB8365 CUPSOQUE RM 2                         8.396 METERS 29054     |
 KU4340| KU4428 CENTER MORICHES PRESB CH SPIRE      APPROX. 5.4 KM 3100825.1 |
 KU4340| KU4319 MORICHES COAST GUARD RAD MAST       APPROX. 2.2 KM 3515853.3 |
 KU4340|---------------------------------------------------------------------|
 KU4340
 KU4340                          SUPERSEDED SURVEY CONTROL
 KU4340
 KU4340  NAD 83(1996)-  40 46 09.24160(N)    072 44 27.55278(W) AD(       ) 2
 KU4340  NAD 83(1992)-  40 46 09.24032(N)    072 44 27.55238(W) AD(       ) 2
 KU4340  NAD 83(1986)-  40 46 09.24486(N)    072 44 27.55550(W) AD(       ) 2
 KU4340  NAD 27      -  40 46 08.88764(N)    072 44 29.19754(W) AD(       ) 2
 KU4340  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 KU4340
 KU4340.Superseded values are not recommended for survey control.
 KU4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4340.See file dsdata.txt to determine how the superseded data were derived.
 KU4340
 KU4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9065515595(NAD 83)
 KU4340_MARKER: DS = TRIANGULATION STATION DISK
 KU4340_SETTING: 0 = UNSPECIFIED SETTING
 KU4340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4340
 KU4340  HISTORY     - Date     Condition        Report By
 KU4340  HISTORY     - 1962     MONUMENTED       CGS
 KU4340
 KU4340                          STATION DESCRIPTION
 KU4340
 KU4340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU4340'THE STATION IS LOCATED ON CUPSOQUE BEACH, ABOUT 4 MILES SOUTHWEST
 KU4340'OF EASTPORT AND 6 MILES SOUTHWEST OF WESTHAMPTON BEACH.
 KU4340'
 KU4340'TO REACH THE STATION FROM THE WESTHAMPTON BEACH POST OFFICE, GO
 KU4340'SOUTH ON THE BRIDGE ROAD FOR 0.6 MILE TO A STEEL BRIDGE, CROSS
 KU4340'BRIDGE TO THE DUNE ROAD, GO WEST ON DUNE ROAD FOR 4.7 MILES TO THE
 KU4340'WEST SIDE OF A LARGE PARKING LOT.  CONTINUE ON WEST FOR 0.15
 KU4340'MILE TO THE END OF ROAD, CONTINUE ON WEST ON TRACK ROAD FOR 0.5
 KU4340'MILE TO THE STATION ON THE RIGHT.
 KU4340'
 KU4340'THE STATION MARK IS 29 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KU4340'TRACK ROAD.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH
 KU4340'CAST IRON SOIL PIPE AND IS STAMPED CUPSOQUE 1962.  THE PIPE
 KU4340'PROJECTS 4 INCHES.
 KU4340'
 KU4340'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE APPROXIMATE CENTER OF
 KU4340'THE TRACK ROAD.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 4
 KU4340'INCH CAST IRON PIPE AND IS STAMPED CUPSOQUE NO 2 1962.  THE PIPE
 KU4340'PROJECTS 6 INCHES.
 KU4340'
 KU4340'REFERENCE MARK NO. 1 IS 47 FEET NORTH OF THE APPROXIMATE CENTER OF
 KU4340'THE TRACK ROAD.  IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 4
 KU4340'INCH CAST IRON SOIL PIPE AND IS STAMPED CUPSOQUE NO 1 1962.  THE
 KU4340'PIPE PROJECTS 6 INCHES.
 KU4340'
 KU4340'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 KU4340'IS 45.9 FEET.
 KU4340'
 KU4340'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS TRAVERSE STATION.
 KU4340'
 KU4340'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0230 ***********************************************************************
 OG0230  DESIGNATION -  CURB
 OG0230  PID         -  OG0230
 OG0230  STATE/COUNTY-  NY/NIAGARA
 OG0230  USGS QUAD   -  
 OG0230
 OG0230                         *CURRENT SURVEY CONTROL
 OG0230  ___________________________________________________________________
 OG0230* NAD 83(1986)-  43 05 55.     (N)    079 03 35.     (W)     SCALED    
 OG0230* NAVD 88     -       113.113  (meters)     371.10   (feet)  ADJUSTED  
 OG0230  ___________________________________________________________________
 OG0230  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OG0230  DYNAMIC HT  -         113.085 (meters)     371.01  (feet)  COMP
 OG0230  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 OG0230
 OG0230  VERT ORDER  -  FIRST     CLASS 0
 OG0230
 OG0230.The horizontal coordinates were scaled from a topographic map and have
 OG0230.an estimated accuracy of +/- 6 seconds.
 OG0230
 OG0230.The orthometric height was determined by differential leveling
 OG0230.and adjusted by the National Geodetic Survey in June 1991..
 OG0230
 OG0230.The geoid height was determined by GEOID03.
 OG0230
 OG0230.The dynamic height is computed by dividing the NAVD 88
 OG0230.geopotential number by the normal gravity value computed on the
 OG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0230.degrees latitude (g = 980.6199 gals.).
 OG0230
 OG0230.The modeled gravity was interpolated from observed gravity values.
 OG0230
 OG0230;                    North         East    Units  Estimated Accuracy
 OG0230;SPC NY W     -   344,240.      311,220.      MT  (+/- 180 meters Scaled)
 OG0230
 OG0230                          SUPERSEDED SURVEY CONTROL
 OG0230
 OG0230  NGVD 29 (??/??/92)  113.275  (m)          371.64   (f) ADJ UNCH    1 0
 OG0230
 OG0230.Superseded values are not recommended for survey control.
 OG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0230.See file dsdata.txt to determine how the superseded data were derived.
 OG0230
 OG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH578735(NAD 83)
 OG0230_MARKER: B = BOLT
 OG0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0230_SP_SET: CURB
 OG0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0230
 OG0230  HISTORY     - Date     Condition        Report By
 OG0230  HISTORY     - UNK      MONUMENTED       USLS
 OG0230  HISTORY     - 1970     GOOD             USLS
 OG0230
 OG0230                          STATION DESCRIPTION
 OG0230
 OG0230'DESCRIBED BY US LAKE SURVEY 1970
 OG0230'IN NIAGARA FALLS.
 OG0230'IS AT NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON WESTERLY SIDE OF
 OG0230'ROBERT MOSES PARKWAY, BETWEEN EXTENDED CENTERLINES OF ASHLAND AND
 OG0230'ELMWOOD AVENUES, AT LOWER LEVEL OF NIAGARA FALLS DISPOSAL PLANT, ON
 OG0230'TOP OF A CONCRETE CURB, 14.2 FEET SOUTH OF NORTH FACE AND 11.7 FEET
 OG0230'EAST OF WEST FACE OF LOWER SOUTH CONCRETE CONTACT TANK, BEING HIGHEST
 OG0230'POINT ON TOP OF A 3-INCH CARRIAGE BOLT SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2123 ***********************************************************************
 NA2123  DESIGNATION -  CURRY
 NA2123  PID         -  NA2123
 NA2123  STATE/COUNTY-  NY/OTSEGO
 NA2123  USGS QUAD   -  HARTWICK (1994)
 NA2123
 NA2123                         *CURRENT SURVEY CONTROL
 NA2123  ___________________________________________________________________
 NA2123* NAD 83(1996)-  42 39 18.35967(N)    075 01 42.68975(W)     ADJUSTED  
 NA2123* NAVD 88     -       615.     (meters)    2018.     (feet)  SCALED    
 NA2123  ___________________________________________________________________
 NA2123  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 NA2123  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA2123
 NA2123  HORZ ORDER  -  FIRST
 NA2123
 NA2123.The horizontal coordinates were established by classical geodetic methods
 NA2123.and adjusted by the National Geodetic Survey in January 1999..
 NA2123
 NA2123.The orthometric height was scaled from a topographic map.
 NA2123
 NA2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2123
 NA2123.The geoid height was determined by GEOID03.
 NA2123
 NA2123;                    North         East     Units Scale Factor Converg.
 NA2123;SPC NY E     -   424,496.461   106,667.586   MT  0.99992309   -0 21 29.3
 NA2123;SPC NY E     - 1,392,702.14    349,958.57   sFT  0.99992309   -0 21 29.3
 NA2123;UTM  18      - 4,722,515.780   497,662.018   MT  0.99960007   -0 01 09.6
 NA2123
 NA2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2123!SPC NY E     -   0.99990846  x   0.99992309  =   0.99983155
 NA2123!UTM  18      -   0.99990846  x   0.99960007  =   0.99950856
 NA2123
 NA2123:                Primary Azimuth Mark                     Grid Az
 NA2123:SPC NY E     -  CURRY AZ MK                              089 28 57.3
 NA2123:UTM  18      -  CURRY AZ MK                              089 08 37.6
 NA2123
 NA2123|---------------------------------------------------------------------|
 NA2123| PID    Reference Object                     Distance      Geod. Az  |
 NA2123|                                                           dddmmss.s |
 NA2123| CZ7693 CURRY AZ MK                                        0890728.0 |
 NA2123| CZ7694 CURRY RM 1                           25.204 METERS 16501     |
 NA2123| NA2126 NEW LISBON FIRETOWER                APPROX.12.3 KM 2272847.1 |
 NA2123| CZ7695 CURRY RM 2                           21.384 METERS 27613     |
 NA2123|---------------------------------------------------------------------|
 NA2123
 NA2123                          SUPERSEDED SURVEY CONTROL
 NA2123
 NA2123  NAD 83(1986)-  42 39 18.36408(N)    075 01 42.69030(W) AD(       ) 1
 NA2123  NAD 27      -  42 39 18.09245(N)    075 01 44.11588(W) AD(       ) 1
 NA2123
 NA2123.Superseded values are not recommended for survey control.
 NA2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2123.See file dsdata.txt to determine how the superseded data were derived.
 NA2123
 NA2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN9766222516(NAD 83)
 NA2123_MARKER: DS = TRIANGULATION STATION DISK
 NA2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA2123+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 NA2123
 NA2123  HISTORY     - Date     Condition        Report By
 NA2123  HISTORY     - 1940     MONUMENTED       CGS
 NA2123  HISTORY     - 1942     GOOD             CGS
 NA2123  HISTORY     - 1976     GOOD             NGS
 NA2123  HISTORY     - 20010305 GOOD             INDIV
 NA2123
 NA2123                          STATION DESCRIPTION
 NA2123
 NA2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2123'STATION IS ON A SUMMIT OF THE HIGHLAND RIDGE E OF THE OTSEGO
 NA2123'RIVER, 1-1/4 MILES E OF HARTWICK, AND 6-1/4 MILES NW OF MILFORD,
 NA2123'ON PROPERTY OWNED BY THE JOHN CURRY ESTATE AND ON THE HIGHEST
 NA2123'PART OF THE WOODED SUMMIT, ABOUT 60 YARDS E OF A WIRE FENCE ALONG
 NA2123'EDGE OF FIELD.
 NA2123'
 NA2123'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NA2123'BRONZE DISKS SET IN CONCRETE.
 NA2123'
 NA2123'REFERENCE MARK NO.1 IS S OF THE STATION AND PROJECTS ABOUT 6
 NA2123'INCHES ABOVE THE SURFACE OF THE GROUND.
 NA2123'
 NA2123'REFERENCE MARK NO.2 IS W OF THE STATION AND PROJECTS ABOUT 6
 NA2123'INCHES ABOVE THE SURFACE OF THE GROUND.
 NA2123'
 NA2123'THE AZIMUTH MARK IS 1/2 MILE E OF THE STATION, 5 FEET N OF THE
 NA2123'N EDGE OF A CULTIVATED FIELD AND 5 FEET S OF A LONE TREE
 NA2123'APPROXIMATELY 18 INCHES IN DIAMETER.
 NA2123'
 NA2123'TO REACH THE STATION FROM A BRIDGE ON STATE HIGHWAY 28 IN INDEX
 NA2123'GO S ON STATE HIGHWAY 28 FOR 0.1 MILE TO A PAVED ROAD RIGHT AND
 NA2123'A SIGN HARTWICK 6 MI..  THEN LEAVE STATE HIGHWAY 28 AND FOLLOW
 NA2123'PAVED HARTWICK ROAD W FOR 1.85 MILES TO A FORKS JUST AFTER
 NA2123'CROSSING A BRIDGE.  AFTER CROSSING BRIDGE, LEAVE PAVED ROAD, TURN
 NA2123'LEFT AND FOLLOW DIRT ROAD WESTERLY, KEEPING STRAIGHT AHEAD
 NA2123'AT ALL FORKS, FOR 2-1/4 MILES TO A POINT ABOUT 25 YARDS
 NA2123'BEFORE ARRIVING AT TOP OF RIDGE, THEN LEAVE ROAD GO S ACROSS
 NA2123'FIELD 0.2 MILE, TO EDGE OF TIMBER, THEN GO LEFT AROUND BASE
 NA2123'OF HILL TO A FENCE, PASS THROUGH FENCE INTO FIELD AND TURN
 NA2123'RIGHT UPHILL TO EDGE OF TIMBER, ABOUT 100 YARDS THERE PICK UP
 NA2123'DIM WOODS ROAD AND FOLLOW ABOUT 60 YARDS TO STATION.
 NA2123'
 NA2123'NOTE.  --A WHITE WOODEN (4 BY 4) POST PROJECTING ABOUT 3-1/2
 NA2123'FEET WAS SET AT THE STATION SITE.
 NA2123'
 NA2123'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA2123
 NA2123                          STATION RECOVERY (1942)
 NA2123
 NA2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2123'STATION WAS RECOVERED EXACTLY AS DESCRIBED IN 1940 WITH THE
 NA2123'EXCEPTION THAT THE DESCRIPTION SHOULD READ, ABOUT 60 PACES W
 NA2123'OF A WIRE FENCE ALONG THE EDGE OF FIELD, INSTEAD OF E.
 NA2123'
 NA2123'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 NA2123'
 NA2123'THE DIRECTION TO THE AZIMUTH MARK COULD NOT BE CHECKED.  AN
 NA2123'ERROR OF 8.0 SECONDS WAS FOUND.  THIS ERROR WAS RE-CHECKED.
 NA2123
 NA2123                          STATION RECOVERY (1976)
 NA2123
 NA2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 NA2123'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2123'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS
 NA2123'TIME.  VIEW FROM STATION IS BLOCKED IN ALL DIRECTIONS BY TIMBER.
 NA2123'
 NA2123'STATION IS LOCATED ABOUT 1800 FEET SOUTH-SOUTHWEST OF HARTWICK
 NA2123'RESERVOIR, ON A WOODED HILL.  THE STATION MARK IS A STANDARD
 NA2123'DISK STAMPED CURRY 1940, SET IN THE TOP OF A SQUARE CONCRETE
 NA2123'MONUMENT PROJECTING 6 INCHES FROM GROUND.  IT IS 14 FEET SOUTHEAST
 NA2123'OF A 24-INCH MAPLE TREE AND 12 FEET EAST-NORTHEAST OF AN 18-INCH
 NA2123'MAPLE.
 NA2123'
 NA2123'RM NO. 1 IS A STANDARD DISK STAMPED CURRY 1940, SET IN THE TOP
 NA2123'OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM GROUND.  IT
 NA2123'IS 23 FEET WEST OF AN 18-INCH MAPLE, 10 FEET SOUTHEAST OF A 15-INCH
 NA2123'MAPLE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 NA2123'
 NA2123'RM NO. 2 IS A STANDARD DISK STAMPED CURRY 1940, SET IN THE TOP
 NA2123'OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM GROUND.  IT
 NA2123'IS 17 FEET NORTHEAST OF A 16-INCH ELM, 21 FEET SOUTHWEST OF AN
 NA2123'18-INCH MAPLE AND 1/2-FOOT EAST OF A METAL WITNESS POST.
 NA2123'
 NA2123'TO REACH STATION FROM THE BRIDGE OVER OAKS CREEK IN INDEX, GO
 NA2123'SOUTH ON NY RTE. 28 FOR 0.1 MILE.  TAKE MACADAM T-ROAD RIGHT,
 NA2123'AT SIGN HARTWICK 6 MI, AND GO WEST 1.85 MILES TO A FORK JUST
 NA2123'AFTER CROSSING A BRIDGE.  TAKE LEFT FORK, DIRT ROAD, AND GO
 NA2123'WESTERLY 1.2 MILES TO A FORK.  TAKE RIGHT FORK AND GO 1.0 MILE TO
 NA2123'A FIELD ON LEFT, ABOUT 25 YARDS BEFORE REACHING TOP OF RIDGE.
 NA2123'WALK SOUTH ALONG STONE FENCE AT EAST EDGE OF FIELD FOR 1/4-MILE
 NA2123'TO EDGE OF SMALL WOODS.  CONTINUE ON UPHILL THROUGH WOODS
 NA2123'FOR ABOUT 225 YARDS TO TOP OF HILL AND STATION.
 NA2123'
 NA2123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2123'1 MILE ESE OF HARTWICK.
 NA2123
 NA2123                          STATION RECOVERY (2001)
 NA2123
 NA2123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 NA2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0117 ***********************************************************************
 OG0117  DESIGNATION -  CURVE
 OG0117  PID         -  OG0117
 OG0117  STATE/COUNTY-  NY/NIAGARA
 OG0117  USGS QUAD   -  
 OG0117
 OG0117                         *CURRENT SURVEY CONTROL
 OG0117  ___________________________________________________________________
 OG0117* NAD 83(1986)-  43 22 01.     (N)    078 30 21.     (W)     SCALED    
 OG0117* NAVD 88     -        86.160  (meters)     282.68   (feet)  ADJUSTED  
 OG0117  ___________________________________________________________________
 OG0117  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 OG0117  DYNAMIC HT  -          86.142 (meters)     282.62  (feet)  COMP
 OG0117  MODELED GRAV-     980,411.7   (mgal)                       NAVD 88
 OG0117
 OG0117  VERT ORDER  -  FIRST     CLASS II
 OG0117
 OG0117.The horizontal coordinates were scaled from a topographic map and have
 OG0117.an estimated accuracy of +/- 6 seconds.
 OG0117
 OG0117.The orthometric height was determined by differential leveling
 OG0117.and adjusted by the National Geodetic Survey in June 1991..
 OG0117
 OG0117.The geoid height was determined by GEOID03.
 OG0117
 OG0117.The dynamic height is computed by dividing the NAVD 88
 OG0117.geopotential number by the normal gravity value computed on the
 OG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0117.degrees latitude (g = 980.6199 gals.).
 OG0117
 OG0117.The modeled gravity was interpolated from observed gravity values.
 OG0117
 OG0117;                    North         East    Units  Estimated Accuracy
 OG0117;SPC NY W     -   373,940.      356,280.      MT  (+/- 180 meters Scaled)
 OG0117
 OG0117                          SUPERSEDED SURVEY CONTROL
 OG0117
 OG0117  NGVD 29 (??/??/92)   86.343  (m)          283.28   (f) ADJ UNCH    1 2
 OG0117
 OG0117.Superseded values are not recommended for survey control.
 OG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0117.See file dsdata.txt to determine how the superseded data were derived.
 OG0117
 OG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ020045(NAD 83)
 OG0117_MARKER: Z = SEE DESCRIPTION
 OG0117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0117+WITH SETTING: INTO GROUND
 OG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0117+STABILITY: SURFACE MOTION
 OG0117
 OG0117  HISTORY     - Date     Condition        Report By
 OG0117  HISTORY     - UNK      MONUMENTED       USLS
 OG0117  HISTORY     - 1967     GOOD             USLS
 OG0117
 OG0117                          STATION DESCRIPTION
 OG0117
 OG0117'DESCRIBED BY US LAKE SURVEY 1967
 OG0117'IN OLCOTT.
 OG0117'IS IN NIAGARA COUNTY, NEW YORK, FROM HIGHWAY NO. 78 IN OLCOTT.,
 OG0117'PROCEED EAST ALONG LAKE RD., (HIGHWAY NO. 18) TO HARTLAND RD., THEN
 OG0117'0.9 MILE NORTH ON HARTLAND RD., TO A NINETY DEGREE CURVE, THEN 3.8
 OG0117'MILES EAST ALONG LOWER LAKE ROAD TO A SECOND NINETY DEGREE CURVE AND
 OG0117'ABANDONED ONE-STORY FRAME DWELLING ON PROPERTY OF LARRY RAYMOND, AT
 OG0117'THE INTERSECTION OF THE EXTENDED CENTERLINES OF LOWER LAKE ROAD AND
 OG0117'BURGESS ROAD, 67.7 FEET NORTHWEST OF A FIRE HYDRANT, 45.5 FEET
 OG0117'SOUTHWEST OF SOUTHEAST CORNER, 39.7 FEET SOUTH OF SOUTHWEST CORNER
 OG0117'AND IN LINE WITH WEST FACE OF DWELLING, 34.2 FEET NORTHWEST OF A
 OG0117'TRIANGULAR BLAZE IN A 14-INCH HORSE CHESTNUT, 1/2 FEET BELOW THE
 OG0117'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OG0117'COPPER-COATED STEEL ROD, 6-1/2 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1182 ***********************************************************************
 PH1182  DESIGNATION -  CURVE
 PH1182  PID         -  PH1182
 PH1182  STATE/COUNTY-  NY/ST LAWRENCE
 PH1182  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH1182
 PH1182                         *CURRENT SURVEY CONTROL
 PH1182  ___________________________________________________________________
 PH1182* NAD 83(1986)-  44 25 10.     (N)    075 45 47.     (W)     SCALED    
 PH1182* NAVD 88     -       109.044  (meters)     357.76   (feet)  ADJUSTED  
 PH1182  ___________________________________________________________________
 PH1182  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 PH1182  DYNAMIC HT  -         109.033 (meters)     357.72  (feet)  COMP
 PH1182  MODELED GRAV-     980,518.4   (mgal)                       NAVD 88
 PH1182
 PH1182  VERT ORDER  -  FIRST     CLASS 0
 PH1182
 PH1182.The horizontal coordinates were scaled from a topographic map and have
 PH1182.an estimated accuracy of +/- 6 seconds.
 PH1182
 PH1182.The orthometric height was determined by differential leveling
 PH1182.and adjusted by the National Geodetic Survey in June 1991..
 PH1182
 PH1182.The geoid height was determined by GEOID03.
 PH1182
 PH1182.The dynamic height is computed by dividing the NAVD 88
 PH1182.geopotential number by the normal gravity value computed on the
 PH1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1182.degrees latitude (g = 980.6199 gals.).
 PH1182
 PH1182.The modeled gravity was interpolated from observed gravity values.
 PH1182
 PH1182;                    North         East    Units  Estimated Accuracy
 PH1182;SPC NY E     -   621,140.       49,420.      MT  (+/- 180 meters Scaled)
 PH1182
 PH1182                          SUPERSEDED SURVEY CONTROL
 PH1182
 PH1182  NGVD 29 (??/??/92)  109.17   (m)          358.2    (f) COMPUTED    1 0
 PH1182
 PH1182.Superseded values are not recommended for survey control.
 PH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1182.See file dsdata.txt to determine how the superseded data were derived.
 PH1182
 PH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ392187(NAD 83)
 PH1182_MARKER: B = BOLT
 PH1182_SETTING: 66 = SET IN ROCK OUTCROP
 PH1182_SP_SET: BEDROCK
 PH1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1182+STABILITY: POSITION/ELEVATION WELL
 PH1182
 PH1182  HISTORY     - Date     Condition        Report By
 PH1182  HISTORY     - UNK      MONUMENTED       USLS
 PH1182  HISTORY     - 1969     GOOD             USLS
 PH1182
 PH1182                          STATION DESCRIPTION
 PH1182
 PH1182'DESCRIBED BY US LAKE SURVEY 1969
 PH1182'1.6 MI SW FROM CHIPPEWA BAY.
 PH1182'IS IN ST. LAWRENCE COUNTY, NEW YORK, ABOUT 1.6 MILES WEST AND SOUTH ON
 PH1182'WEBSTER ROAD FROM THE COMMUNITY CLUB (FORMERLY STONE SCHOOLHOUSE NO.
 PH1182'11), IN CHIPPEWA BAY, AT A CURVE, 159 FEET EAST OF SOUTH END OF METAL
 PH1182'GUARD RAIL ON WESTERLY SIDE OF ROAD, 97.1 FEET NORTH OF A SUPPORT
 PH1182'POLE, 94.4 FEET NORTHWEST OF UTILITY POLE, 33 FEET NORTHEAST OF
 PH1182'CENTERLINE OF WEBSTER ROAD, 1/4-INCH ABOVE THE BEDROCK, BEING HIGHEST
 PH1182'POINT ON TOP OF A 1/4-INCH BRASS BOLT SET INTO THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1056 ***********************************************************************
 LX1056  DESIGNATION -  CURVE
 LX1056  PID         -  LX1056
 LX1056  STATE/COUNTY-  NY/WESTCHESTER
 LX1056  USGS QUAD   -  HAVERSTRAW (1979)
 LX1056
 LX1056                         *CURRENT SURVEY CONTROL
 LX1056  ___________________________________________________________________
 LX1056* NAD 83(1996)-  41 12 55.57250(N)    073 54 40.88162(W)     ADJUSTED  
 LX1056* NAVD 88     -         5.131  (meters)      16.83   (feet)  ADJUSTED  
 LX1056  ___________________________________________________________________
 LX1056  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 LX1056  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX1056  DYNAMIC HT  -           5.129 (meters)      16.83  (feet)  COMP
 LX1056  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 LX1056
 LX1056  HORZ ORDER  -  FIRST
 LX1056  VERT ORDER  -  FIRST     CLASS II
 LX1056
 LX1056.The horizontal coordinates were established by classical geodetic methods
 LX1056.and adjusted by the National Geodetic Survey in January 1999..
 LX1056
 LX1056.The orthometric height was determined by differential leveling
 LX1056.and adjusted by the National Geodetic Survey in June 1991..
 LX1056
 LX1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1056
 LX1056.The geoid height was determined by GEOID03.
 LX1056
 LX1056.The dynamic height is computed by dividing the NAVD 88
 LX1056.geopotential number by the normal gravity value computed on the
 LX1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1056.degrees latitude (g = 980.6199 gals.).
 LX1056
 LX1056.The modeled gravity was interpolated from observed gravity values.
 LX1056
 LX1056;                    North         East     Units Scale Factor Converg.
 LX1056;SPC NY E     -   264,637.787   199,359.240   MT  0.99992997   +0 23 16.3
 LX1056;SPC NY E     -   868,232.47    654,064.44   sFT  0.99992997   +0 23 16.3
 LX1056;UTM  18      - 4,563,244.320   591,258.595   MT  0.99970249   +0 43 02.5
 LX1056
 LX1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1056!SPC NY E     -   1.00000409  x   0.99992997  =   0.99993406
 LX1056!UTM  18      -   1.00000409  x   0.99970249  =   0.99970658
 LX1056
 LX1056:                Primary Azimuth Mark                     Grid Az
 LX1056:SPC NY E     -  HARMON RAILWAY SHOPS STACK               141 04 15.1
 LX1056:UTM  18      -  HARMON RAILWAY SHOPS STACK               140 44 28.9
 LX1056
 LX1056|---------------------------------------------------------------------|
 LX1056| PID    Reference Object                     Distance      Geod. Az  |
 LX1056|                                                           dddmmss.s |
 LX1056| LX4188 HARMON RAILWAY SHOPS STACK          APPROX. 3.4 KM 1412731.4 |
 LX1056| LX1055 CURVE RM                             16.839 METERS 26511     |
 LX1056| LY2527 JACKIE JONES MTN S RADIO TOWER      APPROX.13.3 KM 2742042.8 |
 LX1056| LX4194 STONY POINT US GYPSUM TANK          APPROX. 5.0 KM 2802537.3 |
 LX1056| LX4203 STONY POINT ST JOSEPHS CATH CH      APPROX. 4.8 KM 2821518.6 |
 LX1056| LX1845 BELFRY                              APPROX. 3.4 KM 3064741.8 |
 LX1056| LX4195 LEDGE                               APPROX. 1.7 KM 3115601.3 |
 LX1056|---------------------------------------------------------------------|
 LX1056
 LX1056                          SUPERSEDED SURVEY CONTROL
 LX1056
 LX1056  NAD 83(1996)-  41 12 55.57363(N)    073 54 40.88263(W) AD(       ) 1
 LX1056  NAD 83(1992)-  41 12 55.57309(N)    073 54 40.88274(W) AD(       ) 1
 LX1056  NAD 83(1986)-  41 12 55.57444(N)    073 54 40.88297(W) AD(       ) 1
 LX1056  NAD 27      -  41 12 55.23476(N)    073 54 42.38656(W) AD(       ) 1
 LX1056  NGVD 29 (??/??/92)    5.432  (m)           17.82   (f) ADJ UNCH    1 2
 LX1056
 LX1056.Superseded values are not recommended for survey control.
 LX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1056.See file dsdata.txt to determine how the superseded data were derived.
 LX1056
 LX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9125963244(NAD 83)
 LX1056_MARKER: DS = TRIANGULATION STATION DISK
 LX1056_SETTING: 66 = SET IN ROCK OUTCROP
 LX1056_SP_SET: ROCK CUT
 LX1056_STAMPING: CURVE 1932
 LX1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1056+STABILITY: POSITION/ELEVATION WELL
 LX1056
 LX1056  HISTORY     - Date     Condition        Report By
 LX1056  HISTORY     - 1932     MONUMENTED       CGS
 LX1056  HISTORY     - 1955     GOOD             NGS
 LX1056  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX1056  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX1056  HISTORY     - 1966     GOOD             NGS
 LX1056  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX1056
 LX1056                          STATION DESCRIPTION
 LX1056
 LX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX1056'STATION IS LOCATED ON THE E SIDE OF THE HUDSON RIVER ABOUT 1
 LX1056'MILE N OF THE VILLAGE OF CROTON, BETWEEN THE RIVER AND THE
 LX1056'RAILROAD AND ON TOP OF THE W EDGE OF A ROCK CUT.  IT IS AT THE
 LX1056'THIRD ROCK CUT S OF OSCAWANA STATION AND THE FIRST ROCK CUT N
 LX1056'OF A STIFF BEND IN THE RAILROAD, AND IS THE ONLY CUT WHICH
 LX1056'LEAVES A ROCK BLUFF ON THE W SIDE OF THE RAILROAD.
 LX1056'
 LX1056'STATION AND REFERENCE MARK ARE STANDARD DISKS SET WITH CEMENT
 LX1056'IN DRILL HOLES, DISKS STAMPED CURVE 1932.
 LX1056
 LX1056                          STATION RECOVERY (1955)
 LX1056
 LX1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1056'0.9 MI NW FROM CROTON-ON-HUDSON.
 LX1056'0.9 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1056'THE STATION AT CROTON-ON-HUDSON, ABOUT 0.8 MILE SOUTHEAST OF THE
 LX1056'STATION AT OSCAWANA, ABOUT 40 YARDS NORTHWEST OF SIGNAL NO.
 LX1056'3564-3562, ON THE TOP OF AND NEAR THE HIGHEST PART OF ROCK CUT,
 LX1056'SET IN TOP OF ROCK FORMATION, 13 FEET SOUTHWEST OF SOUTHWEST
 LX1056'RAIL OF SOUTHWEST TRACK, 1 FOOT SOUTHWEST OF NORTHEAST EDGE OF
 LX1056'CUT, 56 FEET EAST OF RM CURVE, AND SET IN A DRILL HOLE.
 LX1056
 LX1056                          STATION RECOVERY (1964)
 LX1056
 LX1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LX1056'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 LX1056'CONDITION.  THE DIRECTION TO THE REFERENCE MARK WAS
 LX1056'CHECKED.  BUT THE DISTANCE TO THE REFERENCE MARK WAS FOUND
 LX1056'TO BE SHORTER BY 0.099 METER.  DUE TO VARIOUS CHANGES, A NEW
 LX1056'DESCRIPTION FOLLOWS.
 LX1056'
 LX1056'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF
 LX1056'CROTON-ON-HUDSON, 1/2 MILE SOUTH OF OSCAWANA, AND 20 PACES
 LX1056'NORTHEAST OF THE HUDSON RIVER.  IT IS 12 FEET SOUTHEAST OF A
 LX1056'4 INCH WILD CHERRY TREE, 12 FEET SOUTHWEST OF THE WEST RAIL
 LX1056'OF THE RAILROAD TRACKS, 45 FEET NORTHEAST OF THE EAST SHORE
 LX1056'OF THE HUDSON RIVER, AND ON THE PROPERTY OF THE NEW YORK
 LX1056'CENTRAL RAILROAD.  IT IS A STANDARD TRIANGULATION-STATION
 LX1056'DISK SET IN A DRILLED HOLE IN OUT-CROPPING BEDROCK, AND THE
 LX1056'DISK IS STAMPED CURVE 1932.
 LX1056'
 LX1056'TO REACH FROM THE CROTON-ON-HUDSON POST OFFICE (ZIP CODE 10520),
 LX1056'GO NORTHWESTERLY ON RIVERSIDE AVE. (OLD HIGHWAY 9) FOR 2.05
 LX1056'MILES TO A FORK LEFT.  TURN LEFT (OLD ALBANY POST ROAD) AND
 LX1056'GO 0.05 MILE TO A SIDE ROAD LEFT (FURNACE DOCK ROAD).  TURN
 LX1056'LEFT AND GO WESTERLY FOR 0.7 MILE TO A T-ROAD.  TURN LEFT, THEN
 LX1056'RIGHT, AND GO ABOUT 40 PACES TO THE NEW YORK CENTRAL RALROAD
 LX1056'TRACKS.  TURN LEFT AND GO SOUTHEAST ALONG THE EAST SIDE OF THE
 LX1056'TRACKS ON A TRACK ROAD FOR 0.8 MILE TO AN OVERHEAD SIGNAL AND
 LX1056'THE STATION ON THE WEST SIDE OF THE TRACKS ON A ROCK ABOUT 8
 LX1056'FEET HIGHER THAN THE LEVEL OF THE TRACKS.
 LX1056'
 LX1056'THE REFERENCE MARK IS 20 FEET NORTHEAST OF THE EAST SHORE OF
 LX1056'THE HUDSON RIVER AND 60 FEET SOUTHWEST OF THE WEST RAIL OF
 LX1056'THE RAILROAD TRACKS.  IT IS 10.56 FEET LOWER THAN THE STATION
 LX1056'MARK.  IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILLED
 LX1056'HOLE IN OUT-CORPPING BEDROCK AND THE DISK IS STAMPED CURVE 1932.
 LX1056'
 LX1056'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 LX1056
 LX1056                          STATION RECOVERY (1966)
 LX1056
 LX1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX1056'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AND
 LX1056'FOUND IN GOOD CONDITION.  THE 1964 RECOVERY NOTE BY C.F.K.
 LX1056'ADEQUATELY DESCRIBES THE STATION AND THE TO REACH IS GOOD.
 LX1056'
 LX1056'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 LX1056
 LX1056                          STATION RECOVERY (1966)
 LX1056
 LX1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LX1056'RECOVERED IN GOOD CONDITION.
 LX1056
 LX1056                          STATION RECOVERY (1975)
 LX1056
 LX1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX1056'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 LX1056'AS DESCRIBED IN 1964.  VIEW FROM STATION IS OPEN IN ALL
 LX1056'DIRECTIONS EXCEPT TO EAST.  STATION IS JUST NORTHWEST OF
 LX1056'RAILROAD SIGNAL NO. 352W.  THE RM IS UNDER WATER AT HIGH TIDE.
 LX1056'
 LX1056'THE 1964 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX1056'
 LX1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX1056'1 MILE WNW OF CROTON-ON-HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3451 ***********************************************************************
 KU3451  DESIGNATION -  CURVE
 KU3451  PID         -  KU3451
 KU3451  STATE/COUNTY-  NY/QUEENS
 KU3451  USGS QUAD   -  CONEY ISLAND (1979)
 KU3451
 KU3451                         *CURRENT SURVEY CONTROL
 KU3451  ___________________________________________________________________
 KU3451* NAD 83(1996)-  40 33 03.52618(N)    073 56 23.16086(W)     ADJUSTED  
 KU3451* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KU3451  ___________________________________________________________________
 KU3451  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KU3451  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KU3451
 KU3451  HORZ ORDER  -  SECOND
 KU3451
 KU3451.The horizontal coordinates were established by classical geodetic methods
 KU3451.and adjusted by the National Geodetic Survey in January 1999..
 KU3451
 KU3451.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3451
 KU3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3451
 KU3451.The geoid height was determined by GEOID03.
 KU3451
 KU3451;                    North         East     Units Scale Factor Converg.
 KU3451;SPC NY L     -    42,677.861   305,102.000   MT  1.00000845   +0 02 21.8
 KU3451;SPC NY L     -   140,018.95  1,000,988.81   sFT  1.00000845   +0 02 21.8
 KU3451;UTM  18      - 4,489,453.487   589,770.402   MT  0.99969919   +0 41 21.6
 KU3451
 KU3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3451!SPC NY L     -   1.00000466  x   1.00000845  =   1.00001311
 KU3451!UTM  18      -   1.00000466  x   0.99969919  =   0.99970385
 KU3451
 KU3451|---------------------------------------------------------------------|
 KU3451| PID    Reference Object                     Distance      Geod. Az  |
 KU3451|                                                           dddmmss.s |
 KU3451| CB6722 CURVE RM 1                           39.149 METERS 00652     |
 KU3451| KU3506 ROCKAWAY INLET GATEHOUSE LT         APPROX. 1.8 KM 0241936.9 |
 KU3451| CB6721 CURVE AZ MK                                        0495716.1 |
 KU3451| KU3426 ROCKAWAY JETTY BEACON               APPROX. 1.2 KM 1841026.0 |
 KU3451| CB6723 CURVE RM 2                           24.313 METERS 18933     |
 KU3451|---------------------------------------------------------------------|
 KU3451
 KU3451                          SUPERSEDED SURVEY CONTROL
 KU3451
 KU3451  NAD 83(1986)-  40 33 03.52719(N)    073 56 23.15925(W) AD(       ) 2
 KU3451  NAD 27      -  40 33 03.14700(N)    073 56 24.66600(W) AD(       ) 2
 KU3451  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 KU3451
 KU3451.Superseded values are not recommended for survey control.
 KU3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3451.See file dsdata.txt to determine how the superseded data were derived.
 KU3451
 KU3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8977089453(NAD 83)
 KU3451_MARKER: DD = SURVEY DISK
 KU3451_SETTING: 0 = UNSPECIFIED SETTING
 KU3451
 KU3451  HISTORY     - Date     Condition        Report By
 KU3451  HISTORY     - 1934     MONUMENTED       USE
 KU3451  HISTORY     - 1940     GOOD             CGS
 KU3451  HISTORY     - 1962     GOOD             CGS
 KU3451
 KU3451                          STATION DESCRIPTION
 KU3451
 KU3451'DESCRIBED BY US ENGINEERS 1934 (MOW)
 KU3451'ON THE ROCK JETTY IN ROCKAWAY INLET.  THE STATION, A BRONZE DISK
 KU3451'ESTABLISHED BY THE U.S. ENGINEERS, IS LOCATED ON THE TOP-CENTER
 KU3451'OF THE JETTY JUST S OF THE BEND.
 KU3451'
 KU3451'HEIGHT OF LIGHT ABOVE STATION MARK - 2-1/2 METERS.
 KU3451
 KU3451                          STATION RECOVERY (1940)
 KU3451
 KU3451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3451'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  STATION
 KU3451'IS LOCATED ON THE OFFSHORE STRAIGHT SECTION OF THE JETTY ABOUT
 KU3451'50 YARDS SOUTH OF THE BEGINNING OF THE CURVED SECTION AND ABOUT
 KU3451'100 YARDS SOUTH OF THE HIGH WATER LINE ON THE SOUTHEAST SIDE
 KU3451'OF THE JETTY.
 KU3451'
 KU3451'A TALL FIRE CONTROL TOWER IS TO BE BUILT ON THE JETTY ABOUT
 KU3451'300 METERS NORTHEAST.
 KU3451'
 KU3451'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KU3451'
 KU3451'MARK IS A U.S. ENGINEERS DISK AND IS UNSTAMPED.
 KU3451
 KU3451                          STATION RECOVERY (1962)
 KU3451
 KU3451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3451'THE STATION MARK WAS RECOVERED AS DESCRIBED.  THE PREVIOUS
 KU3451'DESCRIPTION IS ADEQUATE.  AN AZIMUTH MARK, REFERENCE MARKS NO. 1
 KU3451'AND 2 WERE ESTABLISHED AT THIS OCCUPATION.
 KU3451'
 KU3451'REFERENCE MARK NO. 1 IS SET IN THE THIRD ROW OF ROCKS EAST OF
 KU3451'THE INLET.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN A
 KU3451'BOULDER AND IS STAMPED CURVE NO 1 1934 1962.
 KU3451'
 KU3451'REFERENCE MARK NO. 2 IS SET IN THE SECOND ROW OF ROCKS EAST OF
 KU3451'THE INLET.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 KU3451'A BOULDER AND IS STAMPED CURVE NO 2 1934 1962.
 KU3451'
 KU3451'THE AZIMUTH MARK IS 12.9 FEET WEST OF THE SOUTHEAST LEG OF COAST
 KU3451'GUARD LOOKOUT TOWER, 3.2 FEET EAST OF THE SOUTHWEST LEG OF
 KU3451'TOWER AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF CONCRETE BASE OF
 KU3451'TOWER.  IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN THE
 KU3451'CONCRETE BASE OF TOWER AND IS STAMPED CURVE 1934 1962.
 KU3451'
 KU3451'HEIGHT OF LIGHT ABOVE STATION MARK 14.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9626 ***********************************************************************
 AA9626  DESIGNATION -  CURVE
 AA9626  PID         -  AA9626
 AA9626  STATE/COUNTY-  NY/SUFFOLK
 AA9626  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9626
 AA9626                         *CURRENT SURVEY CONTROL
 AA9626  ___________________________________________________________________
 AA9626* NAD 83(1996)-  40 53 42.85828(N)    073 25 30.28102(W)     ADJUSTED  
 AA9626* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AA9626  ___________________________________________________________________
 AA9626  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AA9626  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AA9626
 AA9626  HORZ ORDER  -  THIRD
 AA9626
 AA9626.The horizontal coordinates were established by classical geodetic methods
 AA9626.and adjusted by the National Geodetic Survey in January 1999..
 AA9626
 AA9626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9626
 AA9626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9626
 AA9626.The geoid height was determined by GEOID03.
 AA9626
 AA9626;                    North         East     Units Scale Factor Converg.
 AA9626;SPC NY L     -    81,064.505   348,447.091   MT  0.99999521   +0 22 33.8
 AA9626;SPC NY L     -   265,959.13  1,143,196.83   sFT  0.99999521   +0 22 33.8
 AA9626;UTM  18      - 4,528,321.489   632,665.265   MT  0.99981662   +1 01 52.4
 AA9626
 AA9626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9626!SPC NY L     -   1.00000447  x   0.99999521  =   0.99999968
 AA9626!UTM  18      -   1.00000447  x   0.99981662  =   0.99982109
 AA9626
 AA9626                          SUPERSEDED SURVEY CONTROL
 AA9626
 AA9626  NAD 83(1996)-  40 53 42.86080(N)    073 25 30.28021(W) AD(       ) 3
 AA9626  NAD 83(1986)-  40 53 42.86159(N)    073 25 30.28174(W) AD(       ) 3
 AA9626  NGVD 29 (01/19/96)    2.5    (m)            8.     (f) VERT ANG       
 AA9626
 AA9626.Superseded values are not recommended for survey control.
 AA9626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9626.See file dsdata.txt to determine how the superseded data were derived.
 AA9626
 AA9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3266528321(NAD 83)
 AA9626_MARKER: DD = SURVEY DISK
 AA9626_SETTING: 0 = UNSPECIFIED SETTING
 AA9626_STAMPING: CURVE 1990
 AA9626_MARK LOGO: NOS   
 AA9626_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9626+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9626
 AA9626  HISTORY     - Date     Condition        Report By
 AA9626  HISTORY     - 1990     MONUMENTED       NOS
 AA9626
 AA9626                          STATION DESCRIPTION
 AA9626
 AA9626'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9626'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9626'OF THE ISLAND ABOUT 1 NAUTICAL MILE NORTH OF THE TOWN OF HUNTINGTON ON
 AA9626'THE WEST SHORE OF HUNTINGTON HARBOR JUST EAST OF AND IN THE SHOULDER
 AA9626'OF WEST SHORE ROAD AT A POINT ABOUT DUE WEST ACROSS THE HARBOR FROM
 AA9626'THE HUNTINGTON YACHT CLUB.  TO REACH THE STATION FROM THE JUNCTION OF
 AA9626'N.Y. HWY 25A (MAIN STREET) AND N.Y. HWY 110 (NEW YORK AVENUE) IN
 AA9626'HUNTINGTON, GO NORTH ON NEW YORK AVENUE FOR 1.6 KM (1.00 MI) TO HILL
 AA9626'DAM ROAD ON THE LEFT, TURN LEFT ON HILL DAM ROAD AND PROCEED 0.65 KM
 AA9626'(0.40 MI) TO WEST SHORE ROAD, TURN RIGHT ON WEST SHORE ROAD AND GO
 AA9626'NORTHERLY FOR 0.8 KM (0.50 MI) TO A CURVE LEFT IN THE ROAD AND THE
 AA9626'STATION ON THE RIGHT IN THE ASPHALT SHOULDER.  THE STATION MARK IS AN
 AA9626'NOS BRONZE DISK STAMPED ---CURVE 1990--- WHICH IS CEMENTED INTO A
 AA9626'DRILL HOLE IN THE ASPHALT SURFACE OF THE ROAD SHOULDER JUST EAST OF A
 AA9626'METAL GUARDRAIL.  IT IS 7.35 M (24.11 FT) EAST OF THE CENTERLINE OF
 AA9626'WEST SHORE ROAD, 7.2 M (23.6 FT) SOUTH OF A UTILITY POLE, 1.2 M (3.9
 AA9626'FT) EAST OF A METAL GUARDRAIL AND 1.0 M (3.3 FT) NORTHEAST OF A
 AA9626'HIGHWAY SIGNPOST.  DESCRIBED AND SET BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1055 ***********************************************************************
 LX1055  DESIGNATION -  CURVE RM
 LX1055  PID         -  LX1055
 LX1055  STATE/COUNTY-  NY/WESTCHESTER
 LX1055  USGS QUAD   -  HAVERSTRAW (1979)
 LX1055
 LX1055                         *CURRENT SURVEY CONTROL
 LX1055  ___________________________________________________________________
 LX1055* NAD 83(1986)-  41 12 55.     (N)    073 54 40.     (W)     SCALED    
 LX1055* NAVD 88     -         1.912  (meters)       6.27   (feet)  ADJUSTED  
 LX1055  ___________________________________________________________________
 LX1055  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX1055  DYNAMIC HT  -           1.911 (meters)       6.27  (feet)  COMP
 LX1055  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 LX1055
 LX1055  VERT ORDER  -  FIRST     CLASS II
 LX1055
 LX1055.The horizontal coordinates were scaled from a topographic map and have
 LX1055.an estimated accuracy of +/- 6 seconds.
 LX1055
 LX1055.The orthometric height was determined by differential leveling
 LX1055.and adjusted by the National Geodetic Survey in June 1991..
 LX1055
 LX1055.The geoid height was determined by GEOID03.
 LX1055
 LX1055.The dynamic height is computed by dividing the NAVD 88
 LX1055.geopotential number by the normal gravity value computed on the
 LX1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1055.degrees latitude (g = 980.6199 gals.).
 LX1055
 LX1055.The modeled gravity was interpolated from observed gravity values.
 LX1055
 LX1055;                    North         East    Units  Estimated Accuracy
 LX1055;SPC NY E     -   264,620.      199,380.      MT  (+/- 180 meters Scaled)
 LX1055
 LX1055                          SUPERSEDED SURVEY CONTROL
 LX1055
 LX1055  NGVD 29 (??/??/92)    2.213  (m)            7.26   (f) ADJ UNCH    1 2
 LX1055
 LX1055.Superseded values are not recommended for survey control.
 LX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1055.See file dsdata.txt to determine how the superseded data were derived.
 LX1055
 LX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL912632(NAD 83)
 LX1055_MARKER: DR = REFERENCE MARK DISK
 LX1055_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1055_SP_SET: UNSPECIFIED ROCK
 LX1055_STAMPING: CURVE 1932
 LX1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1055
 LX1055  HISTORY     - Date     Condition        Report By
 LX1055  HISTORY     - 1932     MONUMENTED       CGS
 LX1055  HISTORY     - 1955     GOOD             NGS
 LX1055
 LX1055                          STATION DESCRIPTION
 LX1055
 LX1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1055'0.9 MI NW FROM CROTON-ON-HUDSON.
 LX1055'0.9 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LX1055'THE STATION AT CROTON-ON-HUDSON, ABOUT 0.8 MILE SOUTHEAST OF
 LX1055'STATION AT OSCAWANA, ABOUT 48 YARDS NORTHWEST OF SIGNAL NO.
 LX1055'3562-3564, ABOUT 55 YARDS SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST
 LX1055'TRACK, IN THE TOP AND NEAR CENTER OF THE LARGEST PART OF UPENDED ROCK
 LX1055'FORMATION WHICH EXTENDS INTO HUDSON RIVER, 56 FEET WEST OF STATION
 LX1055'MARK AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2237 ***********************************************************************
 OF2237  DESIGNATION -  CUSTER 1925
 OF2237  PID         -  OF2237
 OF2237  STATE/COUNTY-  NY/MONROE
 OF2237  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2237
 OF2237                         *CURRENT SURVEY CONTROL
 OF2237  ___________________________________________________________________
 OF2237* NAD 83(1996)-  43 07 35.48021(N)    077 38 24.61136(W)     ADJUSTED  
 OF2237* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 OF2237  ___________________________________________________________________
 OF2237  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OF2237  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OF2237
 OF2237  HORZ ORDER  -  SECOND
 OF2237
 OF2237.The horizontal coordinates were established by classical geodetic methods
 OF2237.and adjusted by the National Geodetic Survey in January 1999..
 OF2237
 OF2237.The orthometric height was scaled from a topographic map.
 OF2237
 OF2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2237
 OF2237.The geoid height was determined by GEOID03.
 OF2237
 OF2237;                    North         East     Units Scale Factor Converg.
 OF2237;SPC NY W     -   347,656.838   426,743.916   MT  1.00000993   +0 38 41.2
 OF2237;SPC NY W     - 1,140,604.14  1,400,075.66   sFT  1.00000993   +0 38 41.2
 OF2237;UTM  18      - 4,778,248.797   285,241.091   MT  1.00016740   -1 48 19.9
 OF2237
 OF2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2237!SPC NY W     -   0.99997956  x   1.00000993  =   0.99998948
 OF2237!UTM  18      -   0.99997956  x   1.00016740  =   1.00014695
 OF2237
 OF2237|---------------------------------------------------------------------|
 OF2237| PID    Reference Object                     Distance      Geod. Az  |
 OF2237|                                                           dddmmss.s |
 OF2237| OF2224 ARVINE 1925                         110.906 METERS 09017     |
 OF2237| OF2229 LOOP 1925                           329.362 METERS 11821     |
 OF2237| OF2215 FAIRVIEW 1925                       APPROX. 0.8 KM 2690328.3 |
 OF2237|---------------------------------------------------------------------|
 OF2237
 OF2237                          SUPERSEDED SURVEY CONTROL
 OF2237
 OF2237  NAD 83(1986)-  43 07 35.48896(N)    077 38 24.60703(W) AD(       ) 2
 OF2237  NAD 27      -  43 07 35.26600(N)    077 38 25.59900(W) AD(       ) 2
 OF2237
 OF2237.Superseded values are not recommended for survey control.
 OF2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2237.See file dsdata.txt to determine how the superseded data were derived.
 OF2237
 OF2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8524178249(NAD 83)
 OF2237
 OF2237  HISTORY     - Date     Condition        Report By
 OF2237  HISTORY     - 1925     MONUMENTED       CGS
 OF2237  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2237
 OF2237                          STATION DESCRIPTION
 OF2237
 OF2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2237'IN ROCHESTER, AT THE NORTHEAST CORNER OF GENESEE PARK BOULEVARD
 OF2237'AND CUSTER STREET, IN THE SOUTHWEST CORNER OF THE LAWN OF THE HOUSE
 OF2237'AT NO.40 GENESEE PARK BOULEVARD.  IT IS 8.79 METERS NORTH OF THE
 OF2237'NORTH CURB LINE OF GENESEE PARK BOULEVARD, 3.63 METERS EAST OF THE
 OF2237'EAST CURB OF CUSTER STREET, 1.06 METERS NORTH OF THE NORTH EDGE
 OF2237'OF THE NORTH SIDEWALK ALONG GENESEE PARK BOULEVARD, AND 0.27
 OF2237'METER EAST OF THE EAST EDGE OF THE EAST SIDEWAK ALONG CUSTER
 OF2237'STREET.  STATION IS SET AS DESCRIBED IN NOTE C.
 OF2237
 OF2237                          STATION RECOVERY (1977)
 OF2237
 OF2237'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2237'CUSTER GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0957 ***********************************************************************
 OG0957  DESIGNATION -  CUSTOM IBC
 OG0957  PID         -  OG0957
 OG0957  STATE/COUNTY-  NY/NIAGARA
 OG0957  USGS QUAD   -  
 OG0957
 OG0957                         *CURRENT SURVEY CONTROL
 OG0957  ___________________________________________________________________
 OG0957* NAD 83(1996)-  43 06 35.27306(N)    079 03 20.40735(W)     ADJUSTED  
 OG0957* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 OG0957  ___________________________________________________________________
 OG0957  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OG0957  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OG0957
 OG0957  HORZ ORDER  -  THIRD
 OG0957
 OG0957.The horizontal coordinates were established by classical geodetic methods
 OG0957.and adjusted by the National Geodetic Survey in January 1999..
 OG0957
 OG0957.The orthometric height was scaled from a topographic map.
 OG0957
 OG0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0957
 OG0957.The geoid height was determined by GEOID03.
 OG0957
 OG0957;                    North         East     Units Scale Factor Converg.
 OG0957;SPC NY W     -   345,475.446   311,556.340   MT  0.99995567   -0 19 22.1
 OG0957;SPC NY W     - 1,133,447.36  1,022,164.43   sFT  0.99995567   -0 19 22.1
 OG0957;UTM  17      - 4,774,842.573   658,198.813   MT  0.99990788   +1 19 44.5
 OG0957
 OG0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0957!SPC NY W     -   0.99997755  x   0.99995567  =   0.99993323
 OG0957!UTM  17      -   0.99997755  x   0.99990788  =   0.99988544
 OG0957
 OG0957:                Primary Azimuth Mark                     Grid Az
 OG0957:SPC NY W     -  NF SACRED HEART CH SPIRE IBC             128 00 48.2
 OG0957:UTM  17      -  NF SACRED HEART CH SPIRE IBC             126 21 41.6
 OG0957
 OG0957|---------------------------------------------------------------------|
 OG0957| PID    Reference Object                     Distance      Geod. Az  |
 OG0957|                                                           dddmmss.s |
 OG0957| OG0954 NF SACRED HEART CH SPIRE IBC        APPROX. 0.7 KM 1274126.1 |
 OG0957| OG1036 NF LUTHERAN CH SPIRE IBC            339.909 METERS 16030     |
 OG0957| OG0964 SOX SUB IBC                         APPROX. 1.0 KM 1915917.9 |
 OG0957| OG0995 NF ST ANDREWS CH SPIRE IBC          APPROX. 1.0 KM 2463237.6 |
 OG0957| OG1013 NF ST PATRICKS CH SPIRE IBC         APPROX. 1.5 KM 2563338.2 |
 OG0957| OG1048 RAPID IBC                           405.658 METERS 2880258.6 |
 OG0957| OG1039 REF MON 17 41 IWC                   145.011 METERS 29541     |
 OG0957| OG0969 BURR SUB IBC                        APPROX. 0.6 KM 3331356.0 |
 OG0957|---------------------------------------------------------------------|
 OG0957
 OG0957                          SUPERSEDED SURVEY CONTROL
 OG0957
 OG0957  NAD 83(1986)-  43 06 35.27868(N)    079 03 20.40514(W) AD(       ) 3
 OG0957  NAD 27      -  43 06 35.07943(N)    079 03 21.24213(W) AD(       ) 3
 OG0957
 OG0957.Superseded values are not recommended for survey control.
 OG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0957.See file dsdata.txt to determine how the superseded data were derived.
 OG0957
 OG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5819974843(NAD 83)
 OG0957_MARKER: Z = SEE DESCRIPTION
 OG0957_SETTING: 0 = UNSPECIFIED SETTING
 OG0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0957
 OG0957  HISTORY     - Date     Condition        Report By
 OG0957  HISTORY     - 1941     MONUMENTED       IBC
 OG0957  HISTORY     - 1956     SEE DESCRIPTION  IBC
 OG0957  HISTORY     - 1971     GOOD             IBC
 OG0957
 OG0957                          STATION DESCRIPTION
 OG0957
 OG0957'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0957'ON THE UNITED STATES SIDE OF THE NIAGARA RIVER, ON THE ROOF OF THE
 OG0957'UNITED STATES CUSTOMS HOUSE IMMEDIATELY NORTH OF THE WHIRLPOOL RAPIDS
 OG0957'BRIDGE AND EAST OF WHIRLPOOL STREET.  MEASURED ON A LINE PARALLEL
 OG0957'WITH THE NORTH - SOUTH EDGE OF THE ROOF, THE STATION IS 0.13 FOOT
 OG0957'NORTH OF THE NEAREST PART OF AN IRON VENTILATOR.  IT IS 1.18 FEET
 OG0957'EAST OF THE NEAREST PART OF THE NORTH - SOUTH SIDE OF THE FLAT PART
 OG0957'OF THE ROOF.  DISTANCES TO THE CORNERS OF THE FLAT PART OF THE ROOF
 OG0957'ARE--NORTHWEST CORNER - 5.30 FEET, NORTHEAST CORNER - 46.14 FEET,
 OG0957'SOUTHEAST CORNER - 52.60 FEET, SOUTHWEST CORNER - 27.25 FEET.
 OG0957
 OG0957                          STATION RECOVERY (1956)
 OG0957
 OG0957'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0957'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.
 OG0957
 OG0957                          STATION RECOVERY (1971)
 OG0957
 OG0957'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0957'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0235 ***********************************************************************
 OG0235  DESIGNATION -  CUSTOMS
 OG0235  PID         -  OG0235
 OG0235  STATE/COUNTY-  NY/NIAGARA
 OG0235  USGS QUAD   -  
 OG0235
 OG0235                         *CURRENT SURVEY CONTROL
 OG0235  ___________________________________________________________________
 OG0235* NAD 83(1986)-  43 06 34.     (N)    079 03 20.     (W)     SCALED    
 OG0235* NAVD 88     -       169.986  (meters)     557.70   (feet)  ADJUSTED  
 OG0235  ___________________________________________________________________
 OG0235  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OG0235  DYNAMIC HT  -         169.945 (meters)     557.56  (feet)  COMP
 OG0235  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OG0235
 OG0235  VERT ORDER  -  FIRST     CLASS 0
 OG0235
 OG0235.The horizontal coordinates were scaled from a topographic map and have
 OG0235.an estimated accuracy of +/- 6 seconds.
 OG0235
 OG0235.The orthometric height was determined by differential leveling
 OG0235.and adjusted by the National Geodetic Survey in June 1991..
 OG0235
 OG0235.The geoid height was determined by GEOID03.
 OG0235
 OG0235.The dynamic height is computed by dividing the NAVD 88
 OG0235.geopotential number by the normal gravity value computed on the
 OG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0235.degrees latitude (g = 980.6199 gals.).
 OG0235
 OG0235.The modeled gravity was interpolated from observed gravity values.
 OG0235
 OG0235;                    North         East    Units  Estimated Accuracy
 OG0235;SPC NY W     -   345,440.      311,570.      MT  (+/- 180 meters Scaled)
 OG0235
 OG0235                          SUPERSEDED SURVEY CONTROL
 OG0235
 OG0235.No superseded survey control is available for this station.
 OG0235
 OG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH582748(NAD 83)
 OG0235_MARKER: DD = SURVEY DISK
 OG0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0235_SP_SET: BRIDGE
 OG0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0235
 OG0235  HISTORY     - Date     Condition        Report By
 OG0235  HISTORY     - UNK      MONUMENTED       USLS
 OG0235  HISTORY     - 1970     GOOD             USLS
 OG0235  HISTORY     - 1977     GOOD             NGS
 OG0235
 OG0235                          STATION DESCRIPTION
 OG0235
 OG0235'DESCRIBED BY US LAKE SURVEY 1970
 OG0235'IN NIAGARA FALLS.
 OG0235'IS IN NIAGARA FALLS, NIAGARA COUNTY, NEW YORK, ON THE WEST SIDE OF
 OG0235'WHIRLPOOL STREET, BETWEEN ONTARIO AND BATH AVENUES, ON THE NORTHEAST
 OG0235'CORNER OF BRIDGE PIER FOUNDATION OF THE SOUTHERLY OF TWO RAILROAD
 OG0235'BRIDGES, 93.6 FEET SOUTH OF SOUTHEAST BRIDGE WALL OF NORTHERLY
 OG0235'BRIDGE, 38.0 FEET WEST OF CENTERLINE OF WHIRLPOOL STREET, 1.0 FOOT
 OG0235'SOUTH OF NORTHEAST CORNER OF FOUNDATION, 1/2-FOOT ABOVE THE GROUND
 OG0235'SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 OG0235'INTO THE CONCRETE.
 OG0235
 OG0235                          STATION RECOVERY (1977)
 OG0235
 OG0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2517 ***********************************************************************
 MZ2517  DESIGNATION -  CUT OFF
 MZ2517  PID         -  MZ2517
 MZ2517  STATE/COUNTY-  NY/RENSSELAER
 MZ2517  USGS QUAD   -  DELMAR (1980)
 MZ2517
 MZ2517                         *CURRENT SURVEY CONTROL
 MZ2517  ___________________________________________________________________
 MZ2517* NAD 83(1996)-  42 30 12.28529(N)    073 45 38.60699(W)     ADJUSTED  
 MZ2517* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 MZ2517  ___________________________________________________________________
 MZ2517  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MZ2517  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 MZ2517
 MZ2517  HORZ ORDER  -  THIRD
 MZ2517
 MZ2517.The horizontal coordinates were established by classical geodetic methods
 MZ2517.and adjusted by the National Geodetic Survey in January 1999..
 MZ2517
 MZ2517.The orthometric height was scaled from a topographic map.
 MZ2517
 MZ2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2517
 MZ2517.The geoid height was determined by GEOID03.
 MZ2517
 MZ2517;                    North         East     Units Scale Factor Converg.
 MZ2517;SPC NY E     -   407,777.446   210,758.512   MT  0.99994540   +0 29 58.2
 MZ2517;SPC NY E     - 1,337,849.84    691,463.55   sFT  0.99994540   +0 29 58.2
 MZ2517;UTM  18      - 4,706,416.059   601,821.671   MT  0.99972756   +0 50 14.5
 MZ2517
 MZ2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2517!SPC NY E     -   0.99999383  x   0.99994540  =   0.99993923
 MZ2517!UTM  18      -   0.99999383  x   0.99972756  =   0.99972139
 MZ2517
 MZ2517:                Primary Azimuth Mark                     Grid Az
 MZ2517:SPC NY E     -  CASTLETON BRICK STACK                    008 38 44.8
 MZ2517:UTM  18      -  CASTLETON BRICK STACK                    008 18 28.5
 MZ2517
 MZ2517|---------------------------------------------------------------------|
 MZ2517| PID    Reference Object                     Distance      Geod. Az  |
 MZ2517|                                                           dddmmss.s |
 MZ2517| MZ2493 CASTLETON BRICK STACK               APPROX. 2.9 KM 0090843.0 |
 MZ2517| MZ2506 CASTLETON SACRED HEART CH           APPROX. 2.6 KM 0091356.4 |
 MZ2517| DA2487 CUT OFF RM 1                         20.443 METERS 04836     |
 MZ2517| DA2488 CUT OFF RM 2                         22.873 METERS 13552     |
 MZ2517| MZ2225 COEYMANS DIKE NORTH LIGHT           APPROX. 3.6 KM 2190929.9 |
 MZ2517| MZ2198 ROAH HOOK LIGHT                     APPROX. 2.6 KM 2342125.5 |
 MZ2517| MZ2529 MULL DIKE LOWER END LIGHT           APPROX. 1.6 KM 2612111.8 |
 MZ2517| MZ2522 MULL DIKE UPPER END LIGHT           APPROX. 1.4 KM 3051451.6 |
 MZ2517| MZ2530 FLAG MI N CASTLETON RR BRIDGE       APPROX. 2.9 KM 3271611.0 |
 MZ2517|---------------------------------------------------------------------|
 MZ2517
 MZ2517                          SUPERSEDED SURVEY CONTROL
 MZ2517
 MZ2517  NAD 83(1996)-  42 30 12.28699(N)    073 45 38.60854(W) AD(       ) 3
 MZ2517  NAD 83(1996)-  42 30 12.28719(N)    073 45 38.60849(W) AD(       ) 3
 MZ2517  NAD 83(1992)-  42 30 12.28751(N)    073 45 38.60813(W) AD(       ) 3
 MZ2517  NAD 83(1992)-  42 30 12.28809(N)    073 45 38.60769(W) AD(       ) 3
 MZ2517  NAD 83(1986)-  42 30 12.28817(N)    073 45 38.60709(W) AD(       ) 3
 MZ2517  NAD 27      -  42 30 11.98300(N)    073 45 40.17300(W) AD(       ) 3
 MZ2517
 MZ2517.Superseded values are not recommended for survey control.
 MZ2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2517.See file dsdata.txt to determine how the superseded data were derived.
 MZ2517
 MZ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0182206416(NAD 83)
 MZ2517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2517
 MZ2517  HISTORY     - Date     Condition        Report By
 MZ2517  HISTORY     - 1934     MONUMENTED       CGS
 MZ2517  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2517  HISTORY     - 1937     SEE DESCRIPTION  BSA
 MZ2517
 MZ2517                          STATION DESCRIPTION
 MZ2517
 MZ2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2517'ON THE E SIDE OF HUDSON RIVER, 225 METERS E OF HIGHWAY 9J AND 43
 MZ2517'METERS S OF EDGE OF RAILROAD CUT AT E END OF CASTLETON RAILROAD
 MZ2517'BRIDGE.  STATION IS 122 METERS N OF HOUSE AND 20 FEET E OF SHARP
 MZ2517'BREAK IN SLOPE OF HILL TO W.
 MZ2517'
 MZ2517'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2517'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2517'
 MZ2517'REFERENCE MARK NO.1 IS 67 FEET NE OF STATION.  REFERENCE MARK
 MZ2517'NO.2 IS 75 FEET SE OF STATION.  STATION IS ON PROPERTY OF
 MZ2517'MRS. ISABEL KLINHANS.
 MZ2517'
 MZ2517'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 MZ2517
 MZ2517                          STATION RECOVERY (1935)
 MZ2517
 MZ2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2517'STATION IS LOST.  BOTH THE REFERENCE MARKS AND THE STATION MARK
 MZ2517'HAVE BEEN REMOVED.  THE HOLES IN WHICH THEY WERE SET WERE
 MZ2517'RECOVERED AND ALSO PORTIONS OF THE OLD TOWER.  IT IS EVIDENT
 MZ2517'THAT THE STATION WAS INTENTIONALLY DESTROYED AS THE MARKS WERE
 MZ2517'LOCATED ON A GRASS-COVERED HILL, UNFENCED AND UNCULTIVATED
 MZ2517'FIELD, WELL LOCATED AWAY FROM POSSIBLE INTERFERENCE TO FARMING.
 MZ2517'NO TRACE OF THE CONCRETE MARKS COULD BE FOUND.
 MZ2517
 MZ2517                          STATION RECOVERY (1937)
 MZ2517
 MZ2517'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 MZ2517'ON THE E SIDE OF THE HUDSON RIVER, 225 METERS E OF HIGHWAY 9J AND
 MZ2517'43 METERS S OF THE EDGE OF RAILROAD CUT AT THE E END OF THE
 MZ2517'CASTLETON BRIDGE.  THIS STATION HAS BEEN DUG OUT AND TAKEN
 MZ2517'AWAY.  THE HOLE WAS FOUND.
 MZ2517'
 MZ2517'REFERENCE MARK NO.1 WAS NEVER FOUND.  REFERENCE MARK NO.2 WAS
 MZ2517'FOUND.  THE CONCRETE FOUNDATION WAS THERE BUT THE MARKER HAD BEEN
 MZ2517'TAKEN OUT AND WAS NOT FOUND.  IN A FEW YEARS ALL SIGNS OF THIS
 MZ2517'STATION WILL BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5735 ***********************************************************************
 LX5735  DESIGNATION -  CUTCHOGUE
 LX5735  PID         -  LX5735
 LX5735  STATE/COUNTY-  NY/SUFFOLK
 LX5735  USGS QUAD   -  SOUTHOLD (1956)
 LX5735
 LX5735                         *CURRENT SURVEY CONTROL
 LX5735  ___________________________________________________________________
 LX5735* NAD 83(1996)-  41 00 26.85687(N)    072 29 16.68782(W)     ADJUSTED  
 LX5735* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LX5735  ___________________________________________________________________
 LX5735  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX5735  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 LX5735
 LX5735  HORZ ORDER  -  SECOND
 LX5735
 LX5735.The horizontal coordinates were established by classical geodetic methods
 LX5735.and adjusted by the National Geodetic Survey in January 1999..
 LX5735
 LX5735.The orthometric height was scaled from a topographic map.
 LX5735
 LX5735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5735
 LX5735.The geoid height was determined by GEOID03.
 LX5735
 LX5735;                    North         East     Units Scale Factor Converg.
 LX5735;SPC NY L     -    94,465.833   427,194.190   MT  0.99999866   +0 59 20.4
 LX5735;SPC NY L     -   309,926.65  1,401,552.94   sFT  0.99999866   +0 59 20.4
 LX5735;UTM  18      - 4,542,624.913   711,251.376   MT  1.00014929   +1 38 56.0
 LX5735
 LX5735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5735!SPC NY L     -   1.00000337  x   0.99999866  =   1.00000203
 LX5735!UTM  18      -   1.00000337  x   1.00014929  =   1.00015266
 LX5735
 LX5735|---------------------------------------------------------------------|
 LX5735| PID    Reference Object                     Distance      Geod. Az  |
 LX5735|                                                           dddmmss.s |
 LX5735| CZ7263 CUTCHOGUE RM 1                       24.054 METERS 00013     |
 LX5735| LX5754 HORTON POINT LIGHT                  APPROX. 9.4 KM 0222036.3 |
 LX5735| LX5728 CUTCHOGUE METH CHURCH SPIRE         APPROX. 1.2 KM 0230659.0 |
 LX5735| LX5736 CUTCHOGUE PRESB CHURCH SPIRE        149.412 METERS 02530     |
 LX5735| LX5734 CUTCHOGUE SACRED HEART CATH CH      327.142 METERS 02749     |
 LX5735| LX5730 PECONIC SCHOOL CUPOLA               APPROX. 4.8 KM 0324156.5 |
 LX5735| LX5739 SOUTHOLD FIRST PRESB CH SPIRE       APPROX. 7.8 KM 0380349.9 |
 LX5735| LX5745 SOUTHOLD HIGH SCHOOL CUPOLA         APPROX. 7.6 KM 0381740.1 |
 LX5735| LX5733 CUTCHOGUE PUB LIBRARY SPIRE         262.463 METERS 04205     |
 LX5735| LX5758 BECKER WINDMILL                     APPROX.11.3 KM 0562239.4 |
 LX5735| LX5695 WESTMORELAND WATER TOWER            APPROX.12.1 KM 0614953.1 |
 LX5735| LX5743 GREAT HOG NECK TISDAL WINDMILL      APPROX. 7.9 KM 0672717.4 |
 LX5735| CZ7264 CUTCHOGUE RM 2                       24.630 METERS 11907     |
 LX5735| KU4244 NEW SUFFOLK C LOUS HOUSE PEAK       APPROX. 2.2 KM 1514110.6 |
 LX5735| KU4306 HAMPTON BAYS BLACK WATER TANK       APPROX.16.7 KM 1850223.3 |
 LX5735| CZ7262 CUTCHOGUE AZ MK                                    2083140.2 |
 LX5735| KU4284 MATTITUCK H REEVES GRNHSE STK       APPROX. 4.2 KM 2441047.8 |
 LX5735| KU4255 MATTITUCK ROMAN CATH CH SPIRE       APPROX. 3.8 KM 2442548.7 |
 LX5735| KU4283 MATTITUCK PRESB CHURCH SPIRE        APPROX. 4.3 KM 2444921.9 |
 LX5735| KU4282 MATTITUCK MECHANICS HALL SPIRE      APPROX. 4.4 KM 2445553.2 |
 LX5735| LX6340 MATTITUCK INLET W TRANSM TOWER      APPROX. 5.2 KM 2670122.8 |
 LX5735| LX6337 MATTITUCK INLET E TRANSM TOWER      APPROX. 4.8 KM 2691136.6 |
 LX5735| LX5732 CUTCHOGUE POLISH ROMAN CATH CH      APPROX. 1.3 KM 3414321.0 |
 LX5735|---------------------------------------------------------------------|
 LX5735
 LX5735                          SUPERSEDED SURVEY CONTROL
 LX5735
 LX5735  NAD 83(1996)-  41 00 26.85732(N)    072 29 16.68796(W) AD(       ) 2
 LX5735  NAD 83(1992)-  41 00 26.85609(N)    072 29 16.68744(W) AD(       ) 2
 LX5735  NAD 83(1986)-  41 00 26.85920(N)    072 29 16.69230(W) AD(       ) 2
 LX5735  NAD 27      -  41 00 26.49500(N)    072 29 18.38600(W) AD(       ) 2
 LX5735
 LX5735.Superseded values are not recommended for survey control.
 LX5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5735.See file dsdata.txt to determine how the superseded data were derived.
 LX5735
 LX5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1125142625(NAD 83)
 LX5735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5735+STABILITY: SURFACE MOTION
 LX5735
 LX5735  HISTORY     - Date     Condition        Report By
 LX5735  HISTORY     - 1939     MONUMENTED       CGS
 LX5735  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX5735  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX5735
 LX5735                          STATION DESCRIPTION
 LX5735
 LX5735'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5735'STATION IS LOCATED IN THE W SIDE OF THE VILLAGE OF CUTCHOGUE,
 LX5735'SW OF CUTCHOGUE PRESBYTERIAN CHURCH, 54.3 METERS SOUTHERLY OF
 LX5735'CENTER LINE OF STATE HIGHWAY 25 ON PROPERTY OF MR. GLOVER, OWNER
 LX5735'OF THE DINER RESTAURANT.  STATION IS 12.5 METERS W OF PROPERTY
 LX5735'FENCE LINE.  UPPER STATION MARK WAS PLACED 1.3 FEET BELOW THE
 LX5735'PRESENT GROUND SURFACE TO ALLOW FOR FURTHER GRADING CONTEMPLATED
 LX5735'BY THE OWNER.
 LX5735'
 LX5735'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LX5735'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5735'
 LX5735'REFERENCE MARK NO.1 IS NE OF THE STATION, 33.7 METERS S OF STATE
 LX5735'HIGHWAY 25 AND 9.5 FEET W OF PRIVATE DRIVEWAY OF ADJOINING
 LX5735'PROPERTY (CASE).
 LX5735'
 LX5735'REFERENCE MARK NO.2 IS SE OF THE STATION AND IN THE E FENCE LINE.
 LX5735'
 LX5735'AZIMUTH MARK IS SW OF THE STATION IN THE CORNER OF A FIELD OWNED
 LX5735'BY THE NORTH FORK COUNTRY CLUB.
 LX5735
 LX5735                          STATION RECOVERY (1951)
 LX5735
 LX5735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX5735'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 LX5735'
 LX5735'STATION IS LOCATED ON THE W SIDE OF THE VILLAGE OF CUTCHOGUE,
 LX5735'ON THE S SIDE OF STATE HIGHWAY 25, ABOUT 1000 FEET SW OF
 LX5735'PRESBYTERIAN CHURCH, ABOUT 300 FEET W OF MRS. CASES HOUSE, A LARGE
 LX5735'TWO-STORY SHINGLE HOUSE, AND ABOUT 50 FEET S OF A NEW DWELLING
 LX5735'HOUSE NOW BEING BUILT.
 LX5735'
 LX5735'R.M. 1 IS NE OF THE STATION, IN N AND S FENCE ROW, 24.054 METERS
 LX5735'NE OF THE STATION, 33.7 METERS S OF STATE HIGHWAY 25, AND 9.5
 LX5735'FEET W OF MRS. CASES DRIVEWAY.
 LX5735'
 LX5735'R.M. 2 IS 24.630 METERS SE OF THE STATION, IN N AND S FENCE ROW.
 LX5735'
 LX5735'AZIMUTH MARK IS SW OF THE STATION, IN A CORNER OF FIELD OWNED
 LX5735'BY THE NORTH FORK COUNTRY CLUB.
 LX5735
 LX5735                          STATION RECOVERY (1965)
 LX5735
 LX5735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5735'STATION WAS NOT OCCUPIED.
 LX5735'
 LX5735'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 LX5735'
 LX5735'THE STATION IS LOCATED IN THE WEST PART OF THE VILLAGE OF
 LX5735'CUTCHOGUE, ABOUT 500 FEET WEST OF THE PRESBYTERIAN CHURCH AND ON
 LX5735'THE SOUTH SIDE OF HIGHWAY 25.  IT IS IN THE BACK YARD OF MR. ANDREW
 LX5735'MERDO, 77.4 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LX5735'MERDO HOME, 50.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MERDO
 LX5735'HOME, 34 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A TOOL
 LX5735'SHED, 10 FEET EAST OF A LINDEN TREE AND IS 6 INCHES BELOW THE
 LX5735'SURFACE OF THE GROUND.
 LX5735'
 LX5735'REFERENCE MARK NO. 1 IS 34 FEET EAST-SOUTHEAST OF THE NORTHEAST
 LX5735'CORNER OF THE MERDO HOME, 10 FEET WEST OF THE CENTERLINE OF A
 LX5735'DRIVEWAY, AT THE EAST EDGE OF A ROW OF SHRUB AND PROJECTS 4 INCHES.
 LX5735'
 LX5735'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, IN OLD FENCE
 LX5735'LINE, 7 FEET WEST OF A 12-INCH PINE TREE AND PROJECTS 2 INCHES.
 LX5735'
 LX5735'AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION, 0.2 MILE
 LX5735'SOUTH OF THE INTERSECTION OF HIGHWAY 25 AND MOORES LANE, AT A
 LX5735'SOUTHWEST CORNER OF THE GOLF COURSE, 26 FEET EAST OF THE CENTERLINE
 LX5735'OF MOORES LANE, 12 FEET NORTH-NORTHEAST OF POWER LINE POLE NO. 10,
 LX5735'18 INCHES NORTH OF FENCE CORNER AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5728 ***********************************************************************
 LX5728  DESIGNATION -  CUTCHOGUE METH CHURCH SPIRE
 LX5728  PID         -  LX5728
 LX5728  STATE/COUNTY-  NY/SUFFOLK
 LX5728  USGS QUAD   -  SOUTHOLD (1956)
 LX5728
 LX5728                         *CURRENT SURVEY CONTROL
 LX5728  ___________________________________________________________________
 LX5728* NAD 83(1996)-  41 01 02.56962(N)    072 28 56.55984(W)     ADJUSTED  
 LX5728* NAVD 88     -                                                        
 LX5728  ___________________________________________________________________
 LX5728  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LX5728  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX5728
 LX5728  HORZ ORDER  -  THIRD
 LX5728
 LX5728.The horizontal coordinates were established by classical geodetic methods
 LX5728.and adjusted by the National Geodetic Survey in January 1999..
 LX5728
 LX5728
 LX5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5728
 LX5728.The geoid height was determined by GEOID03.
 LX5728
 LX5728;                    North         East     Units Scale Factor Converg.
 LX5728;SPC NY L     -    95,575.480   427,645.389   MT  0.99999915   +0 59 33.5
 LX5728;SPC NY L     -   313,567.22  1,403,033.25   sFT  0.99999915   +0 59 33.5
 LX5728;SPC CT       -   172,874.858   327,311.635   MT  1.00002347   +0 10 38.8
 LX5728;SPC CT       -   567,173.60  1,073,854.92   sFT  1.00002347   +0 10 38.8
 LX5728;UTM  18      - 4,543,739.854   711,689.828   MT  1.00015157   +1 39 10.4
 LX5728
 LX5728                          SUPERSEDED SURVEY CONTROL
 LX5728
 LX5728  NAD 83(1996)-  41 01 02.57000(N)    072 28 56.55997(W) AD(       ) 4
 LX5728  NAD 83(1992)-  41 01 02.56881(N)    072 28 56.55942(W) AD(       ) 4
 LX5728  NAD 83(1986)-  41 01 02.57176(N)    072 28 56.56433(W) AD(       ) 4
 LX5728  NAD 27      -  41 01 02.21600(N)    072 28 58.25400(W) AD(       ) 3
 LX5728
 LX5728.Superseded values are not recommended for survey control.
 LX5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5728.See file dsdata.txt to determine how the superseded data were derived.
 LX5728
 LX5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1169043740(NAD 83)
 LX5728
 LX5728  HISTORY     - Date     Condition        Report By
 LX5728  HISTORY     - 1939     MONUMENTED       CGS
 LX5728  HISTORY     - 19950514 GOOD             USPSQD
 LX5728
 LX5728                          STATION DESCRIPTION
 LX5728
 LX5728'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5728'CUTCHOGUE METHODIST CHURCH IS ON THE E SIDE OF THE VILLAGE ON
 LX5728'THE N SIDE OF STATE HIGHWAY 25.  CHURCH IS A WHITE SHINGLE
 LX5728'BUILDING WITH AN OPEN CUPOLA (SPIRE) SUPPORTED BY 6 POSTS ON A
 LX5728'SQUARE TOWER ON THE CENTER FRONT OF THE BUILDING AND SURMOUNTED
 LX5728'BY A WEATER VANE WITH LETTERS AND AN ORNATE ARROW.
 LX5728
 LX5728                          STATION RECOVERY (1995)
 LX5728
 LX5728'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5732 ***********************************************************************
 LX5732  DESIGNATION -  CUTCHOGUE POLISH ROMAN CATH CH
 LX5732  PID         -  LX5732
 LX5732  STATE/COUNTY-  NY/SUFFOLK
 LX5732  USGS QUAD   -  SOUTHOLD (1956)
 LX5732
 LX5732                         *CURRENT SURVEY CONTROL
 LX5732  ___________________________________________________________________
 LX5732* NAD 83(1996)-  41 01 07.92875(N)    072 29 34.59865(W)     ADJUSTED  
 LX5732* NAVD 88     -                                                        
 LX5732  ___________________________________________________________________
 LX5732  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX5732  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LX5732
 LX5732  HORZ ORDER  -  THIRD
 LX5732
 LX5732.The horizontal coordinates were established by classical geodetic methods
 LX5732.and adjusted by the National Geodetic Survey in January 1999..
 LX5732
 LX5732
 LX5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5732
 LX5732.The geoid height was determined by GEOID03.
 LX5732
 LX5732;                    North         East     Units Scale Factor Converg.
 LX5732;SPC NY L     -    95,725.433   426,753.911   MT  0.99999923   +0 59 08.7
 LX5732;SPC NY L     -   314,059.19  1,400,108.46   sFT  0.99999923   +0 59 08.7
 LX5732;UTM  18      - 4,543,879.545   710,796.547   MT  1.00014693   +1 38 45.6
 LX5732
 LX5732                          SUPERSEDED SURVEY CONTROL
 LX5732
 LX5732  NAD 83(1996)-  41 01 07.92919(N)    072 29 34.59873(W) AD(       ) 4
 LX5732  NAD 83(1992)-  41 01 07.92798(N)    072 29 34.59821(W) AD(       ) 4
 LX5732  NAD 83(1986)-  41 01 07.93105(N)    072 29 34.60301(W) AD(       ) 4
 LX5732  NAD 27      -  41 01 07.57871(N)    072 29 36.27607(W) AD(       ) 3
 LX5732
 LX5732.Superseded values are not recommended for survey control.
 LX5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5732.See file dsdata.txt to determine how the superseded data were derived.
 LX5732
 LX5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1079743880(NAD 83)
 LX5732
 LX5732  HISTORY     - Date     Condition        Report By
 LX5732  HISTORY     - 1939     MONUMENTED       CGS
 LX5732  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX5732  HISTORY     - 19950514 GOOD             USPSQD
 LX5732
 LX5732                          STATION DESCRIPTION
 LX5732
 LX5732'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5732'POLISH ROMAN CATHOLIC CHURCH ON DEPOT LANE, SOUTH OF CUTCHOGUE
 LX5732'RAILROAD STATION.  CHURCH IS CONCRETE BUILDING.
 LX5732
 LX5732                          STATION RECOVERY (1965)
 LX5732
 LX5732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5732'THE STATION WAS RECOVERED AS DESCRIBED.  THE POINT INTERSECTED
 LX5732'WAS THE TOP CENTER OF THE SPIRE.
 LX5732
 LX5732                          STATION RECOVERY (1995)
 LX5732
 LX5732'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5736 ***********************************************************************
 LX5736  DESIGNATION -  CUTCHOGUE PRESB CHURCH SPIRE
 LX5736  PID         -  LX5736
 LX5736  STATE/COUNTY-  NY/SUFFOLK
 LX5736  USGS QUAD   -  SOUTHOLD (1956)
 LX5736
 LX5736                         *CURRENT SURVEY CONTROL
 LX5736  ___________________________________________________________________
 LX5736* NAD 83(1996)-  41 00 31.22817(N)    072 29 13.93434(W)     ADJUSTED  
 LX5736* NAVD 88     -                                                        
 LX5736  ___________________________________________________________________
 LX5736  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX5736  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX5736
 LX5736  HORZ ORDER  -  THIRD
 LX5736
 LX5736.The horizontal coordinates were established by classical geodetic methods
 LX5736.and adjusted by the National Geodetic Survey in January 1999..
 LX5736
 LX5736
 LX5736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5736
 LX5736.The geoid height was determined by GEOID03.
 LX5736
 LX5736;                    North         East     Units Scale Factor Converg.
 LX5736;SPC NY L     -    94,601.771   427,256.196   MT  0.99999872   +0 59 22.2
 LX5736;SPC NY L     -   310,372.64  1,401,756.37   sFT  0.99999872   +0 59 22.2
 LX5736;UTM  18      - 4,542,761.577   711,311.821   MT  1.00014961   +1 38 58.0
 LX5736
 LX5736                          SUPERSEDED SURVEY CONTROL
 LX5736
 LX5736  NAD 83(1996)-  41 00 31.22862(N)    072 29 13.93446(W) AD(       ) 4
 LX5736  NAD 83(1992)-  41 00 31.22739(N)    072 29 13.93394(W) AD(       ) 4
 LX5736  NAD 83(1986)-  41 00 31.23048(N)    072 29 13.93875(W) AD(       ) 4
 LX5736  NAD 27      -  41 00 30.87649(N)    072 29 15.61275(W) AD(       ) 3
 LX5736
 LX5736.Superseded values are not recommended for survey control.
 LX5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5736.See file dsdata.txt to determine how the superseded data were derived.
 LX5736
 LX5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1131242762(NAD 83)
 LX5736
 LX5736  HISTORY     - Date     Condition        Report By
 LX5736  HISTORY     - 1939     MONUMENTED       CGS
 LX5736  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX5736  HISTORY     - 19950514 GOOD             USPSQD
 LX5736
 LX5736                          STATION DESCRIPTION
 LX5736
 LX5736'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5736'PRESBYTERIAN CHURCH, CUTCHOGUE, IS NEAR THE WEST SIDE OF THE
 LX5736'VILLAGE ON THE NORTH SIDE OF HIGHWAY 25.  CHURCH IS A WHITE
 LX5736'SHINGLED BUILDING WITH TALL WHITE SHINGLED OCTAGONAL STEEPLE
 LX5736'WITH ORNATE LEAF WEATHER VANE.  THERE ARE EIGHT SMALL WINDOWS IN
 LX5736'UPPER MID STEEPLE AND FOUR OVAL WINDOWS WITH TWELVE GREEN SLATTED
 LX5736'WINDOWS AROUND THE BELFRY.
 LX5736
 LX5736                          STATION RECOVERY (1965)
 LX5736
 LX5736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5736'THE STATION WAS RECOVERED AS DESCRIBED.  THE POINT INTERSECTED WAS
 LX5736'THE TOP CENTER OF THE SPIRE.
 LX5736
 LX5736                          STATION RECOVERY (1995)
 LX5736
 LX5736'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5733 ***********************************************************************
 LX5733  DESIGNATION -  CUTCHOGUE PUB LIBRARY SPIRE
 LX5733  PID         -  LX5733
 LX5733  STATE/COUNTY-  NY/SUFFOLK
 LX5733  USGS QUAD   -  SOUTHOLD (1956)
 LX5733
 LX5733                         *CURRENT SURVEY CONTROL
 LX5733  ___________________________________________________________________
 LX5733* NAD 83(1996)-  41 00 33.17146(N)    072 29 09.16030(W)     ADJUSTED  
 LX5733* NAVD 88     -                                                        
 LX5733  ___________________________________________________________________
 LX5733  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LX5733  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX5733
 LX5733  HORZ ORDER  -  THIRD
 LX5733
 LX5733.The horizontal coordinates were established by classical geodetic methods
 LX5733.and adjusted by the National Geodetic Survey in January 1999..
 LX5733
 LX5733
 LX5733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5733
 LX5733.The geoid height was determined by GEOID03.
 LX5733
 LX5733;                    North         East     Units Scale Factor Converg.
 LX5733;SPC NY L     -    94,663.637   427,366.702   MT  0.99999875   +0 59 25.3
 LX5733;SPC NY L     -   310,575.62  1,402,118.92   sFT  0.99999875   +0 59 25.3
 LX5733;UTM  18      - 4,542,824.721   711,421.623   MT  1.00015018   +1 39 01.2
 LX5733
 LX5733                          SUPERSEDED SURVEY CONTROL
 LX5733
 LX5733  NAD 83(1996)-  41 00 33.17189(N)    072 29 09.16041(W) AD(       ) 4
 LX5733  NAD 83(1992)-  41 00 33.17067(N)    072 29 09.15989(W) AD(       ) 4
 LX5733  NAD 83(1986)-  41 00 33.17374(N)    072 29 09.16475(W) AD(       ) 4
 LX5733  NAD 27      -  41 00 32.81844(N)    072 29 10.83583(W) AD(       ) 3
 LX5733
 LX5733.Superseded values are not recommended for survey control.
 LX5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5733.See file dsdata.txt to determine how the superseded data were derived.
 LX5733
 LX5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1142242825(NAD 83)
 LX5733
 LX5733  HISTORY     - Date     Condition        Report By
 LX5733  HISTORY     - 1933     MONUMENTED       CGS
 LX5733  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LX5733  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX5733  HISTORY     - 19950514 GOOD             USPSQD
 LX5733
 LX5733                          STATION DESCRIPTION
 LX5733
 LX5733'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LX5733'THIS STATION IS LOCATED IN THE TOWN OF CUTCHOGUE ON THE S SIDE OF
 LX5733'STATE HIGHWAY 25, APPROXIMATELY 175 METERS W OF NEW SUFFOLK
 LX5733'LANE.  ON THE OPPOSITE SIDE OF THE HIGHWAY AND APPROXIMATELY 100
 LX5733'METERS WESTWARD IS THE PRESBYTERIAN CHURCH HAVING A GRAY WOOD
 LX5733'SHINGLED SPIRE.  ONE HALF MILE E ON THE N SIDE OF STATE HIGHWAY
 LX5733'25 IS THE CUTCHOGUE METHODIST CHURCH WHICH IN 1882 WAS A
 LX5733'STRUCTURE VERY SIMILAR TO THE PRESENT LIBRARY BUILDING.
 LX5733'
 LX5733'THIS STATION IS KNOWN AS THE CUTCHOGUE PUBLIC LIBRARY AND IS A
 LX5733'STRUCTURE OF WOOD PAINTED WHITE HAVING AN OCTAGONAL WHITE-SHINGLED
 LX5733'SPIRE RISING FROM ITS N SIDE.  ATOP THE SPIRE IS A GOLD TINTED
 LX5733'WEATHER VANE.  THE CENTER IS THE APEX OF THE SPIRE APPROXIMATELY
 LX5733'60 FEET ABOVE THE GROUND.
 LX5733
 LX5733                          STATION RECOVERY (1939)
 LX5733
 LX5733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5733'CUTCHOGUE LIBRARY IS 1/2 BLOCK W OF CUTCHOGUE POST OFFICE ON THE
 LX5733'S SIDE OF STATE HIGHWAY 25.  BUILDING IS WHITE FRAME WITH A WHITE
 LX5733'OCTAGONAL STEEPLE ON A SQUARE WHITE TOWER WITH CONSPICUOUS GREEN
 LX5733'SLATTED WINDOWS.  THERE IS A LARGE ORNATE COPPER WEATHER VANE ON
 LX5733'SPIRE.
 LX5733
 LX5733                          STATION RECOVERY (1965)
 LX5733
 LX5733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JLC)
 LX5733'THE STATION WAS RECOVERED AS DESCRIBED BY F.R.G. 1939.  THE POINT
 LX5733'INTERSECTION WAS THE TOP CENTER OF SPIRE.
 LX5733
 LX5733                          STATION RECOVERY (1995)
 LX5733
 LX5733'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5734 ***********************************************************************
 LX5734  DESIGNATION -  CUTCHOGUE SACRED HEART CATH CH
 LX5734  PID         -  LX5734
 LX5734  STATE/COUNTY-  NY/SUFFOLK
 LX5734  USGS QUAD   -  SOUTHOLD (1956)
 LX5734
 LX5734                         *CURRENT SURVEY CONTROL
 LX5734  ___________________________________________________________________
 LX5734* NAD 83(1996)-  41 00 36.23593(N)    072 29 10.15411(W)     ADJUSTED  
 LX5734* NAVD 88     -                                                        
 LX5734  ___________________________________________________________________
 LX5734  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX5734  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LX5734
 LX5734  HORZ ORDER  -  THIRD
 LX5734
 LX5734.The horizontal coordinates were established by classical geodetic methods
 LX5734.and adjusted by the National Geodetic Survey in January 1999..
 LX5734
 LX5734
 LX5734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5734
 LX5734.The geoid height was determined by GEOID03.
 LX5734
 LX5734;                    North         East     Units Scale Factor Converg.
 LX5734;SPC NY L     -    94,757.755   427,341.848   MT  0.99999879   +0 59 24.6
 LX5734;SPC NY L     -   310,884.40  1,402,037.38   sFT  0.99999879   +0 59 24.6
 LX5734;SPC CT       -   172,061.514   326,996.483   MT  1.00002462   +0 10 29.8
 LX5734;SPC CT       -   564,505.15  1,072,820.96   sFT  1.00002462   +0 10 29.8
 LX5734;UTM  18      - 4,542,918.561   711,395.684   MT  1.00015004   +1 39 00.6
 LX5734
 LX5734                          SUPERSEDED SURVEY CONTROL
 LX5734
 LX5734  NAD 83(1996)-  41 00 36.23637(N)    072 29 10.15424(W) AD(       ) 4
 LX5734  NAD 83(1992)-  41 00 36.23514(N)    072 29 10.15372(W) AD(       ) 4
 LX5734  NAD 83(1986)-  41 00 36.23824(N)    072 29 10.15858(W) AD(       ) 4
 LX5734  NAD 27      -  41 00 35.87400(N)    072 29 11.85200(W) AD(       ) 3
 LX5734
 LX5734.Superseded values are not recommended for survey control.
 LX5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5734.See file dsdata.txt to determine how the superseded data were derived.
 LX5734
 LX5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1139642919(NAD 83)
 LX5734
 LX5734  HISTORY     - Date     Condition        Report By
 LX5734  HISTORY     - 1939     MONUMENTED       CGS
 LX5734  HISTORY     - 19950514 GOOD             USPSQD
 LX5734
 LX5734                          STATION DESCRIPTION
 LX5734
 LX5734'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 LX5734'SACRED HEART CATHOLIC CHURCH IS 1/4 BLOCK W OF CUTCHOGUE POST
 LX5734'OFFICE ON THE N SIDE OF STATE HIGHWAY 25 IN THE VILLAGE OF
 LX5734'CUTCHOGUE.  THE CHURCH IS A BROWN SHINGLE BUILDING WITH A SMALL
 LX5734'SQUARE COMPOSITION SHINGLE STEEPLE WITH AN OPEN BASE WITH 4 WHITE
 LX5734'POSTS AND WITH A CROSS ON TOP.
 LX5734
 LX5734                          STATION RECOVERY (1995)
 LX5734
 LX5734'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1527 ***********************************************************************
 LX1527  DESIGNATION -  CV 5
 LX1527  PID         -  LX1527
 LX1527  STATE/COUNTY-  NY/DUTCHESS
 LX1527  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1527
 LX1527                         *CURRENT SURVEY CONTROL
 LX1527  ___________________________________________________________________
 LX1527* NAD 83(1986)-  41 42 20.     (N)    073 54 58.     (W)     SCALED    
 LX1527* NAVD 88     -        55.653  (meters)     182.59   (feet)  ADJUSTED  
 LX1527  ___________________________________________________________________
 LX1527  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1527  DYNAMIC HT  -          55.633 (meters)     182.52  (feet)  COMP
 LX1527  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 LX1527
 LX1527  VERT ORDER  -  FIRST     CLASS II
 LX1527
 LX1527.The horizontal coordinates were scaled from a topographic map and have
 LX1527.an estimated accuracy of +/- 6 seconds.
 LX1527
 LX1527.The orthometric height was determined by differential leveling
 LX1527.and adjusted by the National Geodetic Survey in June 1991..
 LX1527
 LX1527.The geoid height was determined by GEOID03.
 LX1527
 LX1527.The dynamic height is computed by dividing the NAVD 88
 LX1527.geopotential number by the normal gravity value computed on the
 LX1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1527.degrees latitude (g = 980.6199 gals.).
 LX1527
 LX1527.The modeled gravity was interpolated from observed gravity values.
 LX1527
 LX1527;                    North         East    Units  Estimated Accuracy
 LX1527;SPC NY E     -   319,060.      198,590.      MT  (+/- 180 meters Scaled)
 LX1527
 LX1527                          SUPERSEDED SURVEY CONTROL
 LX1527
 LX1527  NGVD 29 (??/??/92)   55.918  (m)          183.46   (f) ADJ UNCH    1 2
 LX1527
 LX1527.Superseded values are not recommended for survey control.
 LX1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1527.See file dsdata.txt to determine how the superseded data were derived.
 LX1527
 LX1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM901176(NAD 83)
 LX1527_MARKER: DD = SURVEY DISK
 LX1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1527+STABILITY: SURFACE MOTION
 LX1527
 LX1527  HISTORY     - Date     Condition        Report By
 LX1527  HISTORY     - UNK      MONUMENTED       NYGS
 LX1527  HISTORY     - 1923     GOOD             NGS
 LX1527  HISTORY     - 1963     MARK NOT FOUND   NGS
 LX1527
 LX1527                          STATION DESCRIPTION
 LX1527
 LX1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX1527'AT POUGHKEEPSIE.
 LX1527'AT POUGHKEEPSIE, DUTCHESS COUNTY, AT THE INTERSECTION OF SMITH
 LX1527'AND MANSION STREETS, 75 FEET EAST OF THE CENTER OF THE INTERSECTION,
 LX1527'75 FEET WEST OF THE WEST CORNER OF WARRING SCHOOL, IN THE LAWN,
 LX1527'30 FEET NORTHEAST OF A 24-INCH MAPLE TREE, LEVEL WITH THE STREET,
 LX1527'AND ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  A STATE
 LX1527'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LX1527
 LX1527                          STATION RECOVERY (1963)
 LX1527
 LX1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0050 ***********************************************************************
 OG0050  DESIGNATION -  CZEB
 OG0050  PID         -  OG0050
 OG0050  STATE/COUNTY-  NY/ORLEANS
 OG0050  USGS QUAD   -  KENDALL (1978)
 OG0050
 OG0050                         *CURRENT SURVEY CONTROL
 OG0050  ___________________________________________________________________
 OG0050* NAD 83(1986)-  43 21 48.     (N)    078 04 33.     (W)     SCALED    
 OG0050* NAVD 88     -        85.036  (meters)     278.99   (feet)  ADJUSTED  
 OG0050  ___________________________________________________________________
 OG0050  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OG0050  DYNAMIC HT  -          85.019 (meters)     278.93  (feet)  COMP
 OG0050  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 OG0050
 OG0050  VERT ORDER  -  FIRST     CLASS II
 OG0050
 OG0050.The horizontal coordinates were scaled from a topographic map and have
 OG0050.an estimated accuracy of +/- 6 seconds.
 OG0050
 OG0050.The orthometric height was determined by differential leveling
 OG0050.and adjusted by the National Geodetic Survey in June 1991..
 OG0050
 OG0050.The geoid height was determined by GEOID03.
 OG0050
 OG0050.The dynamic height is computed by dividing the NAVD 88
 OG0050.geopotential number by the normal gravity value computed on the
 OG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0050.degrees latitude (g = 980.6199 gals.).
 OG0050
 OG0050.The modeled gravity was interpolated from observed gravity values.
 OG0050
 OG0050;                    North         East    Units  Estimated Accuracy
 OG0050;SPC NY W     -   373,660.      391,140.      MT  (+/- 180 meters Scaled)
 OG0050
 OG0050                          SUPERSEDED SURVEY CONTROL
 OG0050
 OG0050  NGVD 29 (??/??/92)   85.221  (m)          279.60   (f) ADJ UNCH    1 2
 OG0050
 OG0050.Superseded values are not recommended for survey control.
 OG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0050.See file dsdata.txt to determine how the superseded data were derived.
 OG0050
 OG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ369053(NAD 83)
 OG0050_MARKER: Z = SEE DESCRIPTION
 OG0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0050+WITH SETTING: INTO GROUND
 OG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0050+STABILITY: SURFACE MOTION
 OG0050
 OG0050  HISTORY     - Date     Condition        Report By
 OG0050  HISTORY     - UNK      MONUMENTED       USLS
 OG0050  HISTORY     - 1967     GOOD             USLS
 OG0050
 OG0050                          STATION DESCRIPTION
 OG0050
 OG0050'DESCRIBED BY US LAKE SURVEY 1967
 OG0050'3.8 MI E FROM POINT BREEZE.
 OG0050'IS IN ORLEANS COUNTY, NEW YORK, 3.8 MILES EAST OF INTERSECTIONS OF
 OG0050'POINT BREEZE RD., LAKESHORE RD., AND WATER ST., IN POINT BREEZE, TO
 OG0050'TRANSIT RD., 0.6 MILE SOUTH ON TRANSIT RD. TO LAKESHORE RD., 2.0
 OG0050'MILES EAST ON LAKESHORE RD., IN NORTHWEST CORNER OF INTERSECTION OF
 OG0050'LAKESHORE RD. AND W. KENDALL RD., AT SOUTHEAST CORNER OF DWELLING
 OG0050'AT 1094 W. KENDALL RD., 41.2 FEET NORTHWEST OF A 36 INCH WILLOW, 18.0
 OG0050'FEET NORTHEAST OF AN 8 INCH SPRUCE, 2.4 FEET SOUTH OF SOUTHEAST
 OG0050'CORNER AND IN LINE WITH EAST FACE OF A BRICK FLOWER PLANTER, 1/2-FOOT
 OG0050'BELOW THE GROUND SURFACE, BEING HIGHEST POINT OVER A 5/8-INCH
 OG0050'COPPER-COATED STEEL ROD 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0322 ***********************************************************************
 PH0322  DESIGNATION -  D
 PH0322  PID         -  PH0322
 PH0322  STATE/COUNTY-  NY/ST LAWRENCE
 PH0322  USGS QUAD   -  
 PH0322
 PH0322                         *CURRENT SURVEY CONTROL
 PH0322  ___________________________________________________________________
 PH0322* NAD 83(1986)-  44 11 46.     (N)    074 35 45.     (W)     SCALED    
 PH0322* NAVD 88     -       513.601  (meters)    1685.04   (feet)  ADJUSTED  
 PH0322  ___________________________________________________________________
 PH0322  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PH0322  DYNAMIC HT  -         513.504 (meters)    1684.72  (feet)  COMP
 PH0322  MODELED GRAV-     980,413.3   (mgal)                       NAVD 88
 PH0322
 PH0322  VERT ORDER  -  FIRST     CLASS II
 PH0322
 PH0322.The horizontal coordinates were scaled from a topographic map and have
 PH0322.an estimated accuracy of +/- 6 seconds.
 PH0322
 PH0322.The orthometric height was determined by differential leveling
 PH0322.and adjusted by the National Geodetic Survey in June 1991..
 PH0322
 PH0322.The geoid height was determined by GEOID03.
 PH0322
 PH0322.The dynamic height is computed by dividing the NAVD 88
 PH0322.geopotential number by the normal gravity value computed on the
 PH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0322.degrees latitude (g = 980.6199 gals.).
 PH0322
 PH0322.The modeled gravity was interpolated from observed gravity values.
 PH0322
 PH0322;                    North         East    Units  Estimated Accuracy
 PH0322;SPC NY E     -   595,560.      142,340.      MT  (+/- 180 meters Scaled)
 PH0322
 PH0322                          SUPERSEDED SURVEY CONTROL
 PH0322
 PH0322  NGVD 29 (??/??/92)  513.652  (m)         1685.21   (f) ADJ UNCH    1 2
 PH0322
 PH0322.Superseded values are not recommended for survey control.
 PH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0322.See file dsdata.txt to determine how the superseded data were derived.
 PH0322
 PH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP322937(NAD 83)
 PH0322_MARKER: Q = CHISELED SQUARE
 PH0322_SETTING: 66 = SET IN ROCK OUTCROP
 PH0322_SP_SET: ROCK CUT
 PH0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0322+STABILITY: POSITION/ELEVATION WELL
 PH0322
 PH0322  HISTORY     - Date     Condition        Report By
 PH0322  HISTORY     - UNK      MONUMENTED       USGS
 PH0322  HISTORY     - 1931     GOOD             NGS
 PH0322  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0322
 PH0322                          STATION DESCRIPTION
 PH0322
 PH0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0322'1.7 MI SW FROM CHILDWOLD.
 PH0322'ONE MILE NORTH OF PLEASANT LAKE.  ON THE NEW YORK CENTRAL
 PH0322'RIGHT-OF-WAY.  13 RAILS NORTH OF MILEPOST 105.  ON TOP OF BROAD ROCK,
 PH0322'WEST SIDE OF TRACK, IN SMALL ROCK CUT.  3 FEET ABOVE LEVEL OF TRACK.
 PH0322'ACROSS TRACK FROM TELEGRAPH POLE 105-03.  MARKED D.
 PH0322
 PH0322                          STATION RECOVERY (1975)
 PH0322
 PH0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1452 ***********************************************************************
 PH1452  DESIGNATION -  D
 PH1452  PID         -  PH1452
 PH1452  STATE/COUNTY-  NY/ST LAWRENCE
 PH1452  USGS QUAD   -  OGDENSBURG WEST (1963)
 PH1452
 PH1452                         *CURRENT SURVEY CONTROL
 PH1452  ___________________________________________________________________
 PH1452* NAD 83(1986)-  44 41 52.     (N)    075 30 11.     (W)     SCALED    
 PH1452* NAVD 88     -        76.425  (meters)     250.74   (feet)  ADJUSTED  
 PH1452  ___________________________________________________________________
 PH1452  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 PH1452  DYNAMIC HT  -          76.420 (meters)     250.72  (feet)  COMP
 PH1452  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 PH1452
 PH1452  VERT ORDER  -  FIRST     CLASS 0
 PH1452
 PH1452.The horizontal coordinates were scaled from a topographic map and have
 PH1452.an estimated accuracy of +/- 6 seconds.
 PH1452
 PH1452.The orthometric height was determined by differential leveling
 PH1452.and adjusted by the National Geodetic Survey in June 1991..
 PH1452
 PH1452.The geoid height was determined by GEOID03.
 PH1452
 PH1452.The dynamic height is computed by dividing the NAVD 88
 PH1452.geopotential number by the normal gravity value computed on the
 PH1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1452.degrees latitude (g = 980.6199 gals.).
 PH1452
 PH1452.The modeled gravity was interpolated from observed gravity values.
 PH1452
 PH1452;                    North         East    Units  Estimated Accuracy
 PH1452;SPC NY E     -   651,780.       70,510.      MT  (+/- 180 meters Scaled)
 PH1452
 PH1452                          SUPERSEDED SURVEY CONTROL
 PH1452
 PH1452  NGVD 29 (??/??/92)   76.56   (m)          251.2    (f) COMPUTED    1 0
 PH1452
 PH1452.Superseded values are not recommended for survey control.
 PH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1452.See file dsdata.txt to determine how the superseded data were derived.
 PH1452
 PH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ601495(NAD 83)
 PH1452_MARKER: B = BOLT
 PH1452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1452_SP_SET: COPING
 PH1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PH1452+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PH1452
 PH1452  HISTORY     - Date     Condition        Report By
 PH1452  HISTORY     - UNK      MONUMENTED       USLS
 PH1452  HISTORY     - 1969     GOOD             USLS
 PH1452  HISTORY     - 20050810 GOOD             NGS
 PH1452
 PH1452                          STATION DESCRIPTION
 PH1452
 PH1452'DESCRIBED BY US LAKE SURVEY 1969
 PH1452'IN OGDENSBURG.
 PH1452'IS AT OGDENSBURG, ST. LAWRENCE COUNTY, NEW YORK, ON WESTERLY SIDE OF
 PH1452'MOUTH OF THE OSWEGATCHIE RIVER, ON NORTHERLY FACE OF THE OLD
 PH1452'OGDENSBURG LIGHTHOUSE, 4 FEET UPRIVER FROM NORTHEAST CORNER OF
 PH1452'DWELLING PART OF THE LIGHTHOUSE, 2-1/4 FEET ABOVE THE LOWER DOORSTEP,
 PH1452'BEING CENTER OF HORIZONTAL LINE IN END OF 1/4 INCH BRASS BOLT SET INTO
 PH1452'THE COPING, WITH LETTERS US D CUT AROUND THE MARK.
 PH1452
 PH1452                          STATION RECOVERY (2005)
 PH1452
 PH1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 PH1452'LIGHTHOUSE IS NOW A PRIVATE RESIDENCE OF BLAIR ROETHEL, NOMINALLY AT 2
 PH1452'JACKSON ST.  ACCESS SITE FROM COMMERCE ST (EXTENSION OF NEW YORK ST.)
 PH1452'AND NY 68 = DOWNTOWN ARTERAL, VIA REBUILT FORT LA PRESENTATION.  CUT
 PH1452''D' IS VERY FAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0608 ***********************************************************************
 OD0608  DESIGNATION -  D 100
 OD0608  PID         -  OD0608
 OD0608  STATE/COUNTY-  NY/WASHINGTON
 OD0608  USGS QUAD   -  GRANVILLE (1944)
 OD0608
 OD0608                         *CURRENT SURVEY CONTROL
 OD0608  ___________________________________________________________________
 OD0608* NAD 83(1986)-  43 24 23.     (N)    073 15 41.     (W)     SCALED    
 OD0608* NAVD 88     -       124.294  (meters)     407.79   (feet)  ADJUSTED  
 OD0608  ___________________________________________________________________
 OD0608  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OD0608  DYNAMIC HT  -         124.266 (meters)     407.70  (feet)  COMP
 OD0608  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 OD0608
 OD0608  VERT ORDER  -  SECOND    CLASS 0
 OD0608
 OD0608.The horizontal coordinates were scaled from a topographic map and have
 OD0608.an estimated accuracy of +/- 6 seconds.
 OD0608
 OD0608.The orthometric height was determined by differential leveling
 OD0608.and adjusted by the National Geodetic Survey in June 1991..
 OD0608
 OD0608.The geoid height was determined by GEOID03.
 OD0608
 OD0608.The dynamic height is computed by dividing the NAVD 88
 OD0608.geopotential number by the normal gravity value computed on the
 OD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0608.degrees latitude (g = 980.6199 gals.).
 OD0608
 OD0608.The modeled gravity was interpolated from observed gravity values.
 OD0608
 OD0608;                    North         East    Units  Estimated Accuracy
 OD0608;SPC NY E     -   508,560.      250,320.      MT  (+/- 180 meters Scaled)
 OD0608
 OD0608                          SUPERSEDED SURVEY CONTROL
 OD0608
 OD0608  NGVD 29 (??/??/92)  124.425  (m)          408.22   (f) ADJ UNCH    2 0
 OD0608
 OD0608.Superseded values are not recommended for survey control.
 OD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0608.See file dsdata.txt to determine how the superseded data were derived.
 OD0608
 OD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP407074(NAD 83)
 OD0608_MARKER: DB = BENCH MARK DISK
 OD0608_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OD0608_SP_SET: BUILDING
 OD0608_STAMPING: D-100 1935
 OD0608_MARK LOGO: CGS   
 OD0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0608+STABILITY: SURFACE MOTION
 OD0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0608+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 OD0608
 OD0608  HISTORY     - Date     Condition        Report By
 OD0608  HISTORY     - 1935     MONUMENTED       CGS
 OD0608  HISTORY     - 1981     GOOD             LOCSUR
 OD0608  HISTORY     - 19940405 GOOD             NGS
 OD0608
 OD0608                          STATION DESCRIPTION
 OD0608
 OD0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0608'IN GRANVILLE.
 OD0608'IS LOCATED IN THE EAST SIDE OF THE DELAWARE AND HUDSON R.R. STATION AT
 OD0608'GRANVILLE.  8.0 FT. NORTH OF SOUTHEAST CORNER OF STATION.  IN SECOND
 OD0608'COURSE OF STONE ABOVE PLATFORM.  STANDARD TABLET SET VERTICALLY.
 OD0608
 OD0608                          STATION RECOVERY (1981)
 OD0608
 OD0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 OD0608'RECOVERED IN GOOD CONDITION.
 OD0608
 OD0608                          STATION RECOVERY (1994)
 OD0608
 OD0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JMR)
 OD0608'RECOVERED AS DESCRIBED, NOTE MARK IS BENEATH A WOODEN PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0970 ***********************************************************************
 OF0970  DESIGNATION -  D 101
 OF0970  PID         -  OF0970
 OF0970  STATE/COUNTY-  NY/WAYNE
 OF0970  USGS QUAD   -  NEWARK (1976)
 OF0970
 OF0970                         *CURRENT SURVEY CONTROL
 OF0970  ___________________________________________________________________
 OF0970* NAD 83(1986)-  43 07 24.     (N)    077 03 37.     (W)     SCALED    
 OF0970* NAVD 88     -       128.519  (meters)     421.65   (feet)  ADJUSTED  
 OF0970  ___________________________________________________________________
 OF0970  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OF0970  DYNAMIC HT  -         128.488 (meters)     421.55  (feet)  COMP
 OF0970  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 OF0970
 OF0970  VERT ORDER  -  SECOND    CLASS 0
 OF0970
 OF0970.The horizontal coordinates were scaled from a topographic map and have
 OF0970.an estimated accuracy of +/- 6 seconds.
 OF0970
 OF0970.The orthometric height was determined by differential leveling
 OF0970.and adjusted by the National Geodetic Survey in June 1991..
 OF0970.WARNING-Repeat measurements at this control monument indicate possible
 OF0970.vertical movement.
 OF0970
 OF0970.The geoid height was determined by GEOID03.
 OF0970
 OF0970.The dynamic height is computed by dividing the NAVD 88
 OF0970.geopotential number by the normal gravity value computed on the
 OF0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0970.degrees latitude (g = 980.6199 gals.).
 OF0970
 OF0970.The modeled gravity was interpolated from observed gravity values.
 OF0970
 OF0970;                    North         East    Units  Estimated Accuracy
 OF0970;SPC NY C     -   346,980.      211,190.      MT  (+/- 180 meters Scaled)
 OF0970
 OF0970                          SUPERSEDED SURVEY CONTROL
 OF0970
 OF0970  NGVD 29 (??/??/92)  128.714  (m)          422.29   (f) ADJ UNCH    2 0
 OF0970
 OF0970.Superseded values are not recommended for survey control.
 OF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0970.See file dsdata.txt to determine how the superseded data were derived.
 OF0970
 OF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN324765(NAD 83)
 OF0970_MARKER: DB = BENCH MARK DISK
 OF0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0970_STAMPING: D 101 1935
 OF0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0970+STABILITY: SURFACE MOTION
 OF0970
 OF0970  HISTORY     - Date     Condition        Report By
 OF0970  HISTORY     - 1935     MONUMENTED       CGS
 OF0970  HISTORY     - 1942     GOOD             NGS
 OF0970  HISTORY     - 19861004 GOOD             USPSQD
 OF0970  HISTORY     - 19980503 GOOD             USPSQD
 OF0970
 OF0970                          STATION DESCRIPTION
 OF0970
 OF0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0970'1.3 MI NE FROM FAIRVILLE SIDING.
 OF0970'TO REACH FROM THE RAILROAD SIDING AT FAIRVILLE, PROCEED 1.3 MILE
 OF0970'NORTHEAST ALONG THE PENNSYLVANIA RAILROAD TO A DIRT ROAD CROSSING
 OF0970'AND A BRANCH LINE TRACKS, AND SITE OF BENCH MARK.
 OF0970'BENCH MARK IS 30.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 OF0970'CENTERLINE OF DIRT ROAD CROSSING. IT IS 14.0 FEET EAST OF THE
 OF0970'CENTERLINE OF MAIN TRACK, 12.0 FEET WEST OF THE CENTERLINE OF
 OF0970'BRANCH LINE TRACK. IT IS 21.0 FEET SOUTHWEST OF A TELEGRAPH POLE.
 OF0970'MONUMENT IS 1.0 FOOT SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST,
 OF0970'AND PROJECTS 0.2 FOOT. A DISK SET HORIZONTALLY IN TOP OF A
 OF0970'PRECAST CONCRETE POST.
 OF0970
 OF0970                          STATION RECOVERY (1986)
 OF0970
 OF0970'RECOVERY NOTE BY US POWER SQUADRON 1986 (MEG)
 OF0970'RECOVERED IN GOOD CONDITION.
 OF0970
 OF0970                          STATION RECOVERY (1998)
 OF0970
 OF0970'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0665 ***********************************************************************
 NB0665  DESIGNATION -  D 102
 NB0665  PID         -  NB0665
 NB0665  STATE/COUNTY-  NY/YATES
 NB0665  USGS QUAD   -  DUNDEE (1942)
 NB0665
 NB0665                         *CURRENT SURVEY CONTROL
 NB0665  ___________________________________________________________________
 NB0665* NAD 83(1986)-  42 31 01.     (N)    076 55 05.     (W)     SCALED    
 NB0665* NAVD 88     -       229.710  (meters)     753.64   (feet)  ADJUSTED  
 NB0665  ___________________________________________________________________
 NB0665  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NB0665  DYNAMIC HT  -         229.639 (meters)     753.41  (feet)  COMP
 NB0665  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 NB0665
 NB0665  VERT ORDER  -  SECOND    CLASS 0
 NB0665
 NB0665.The horizontal coordinates were scaled from a topographic map and have
 NB0665.an estimated accuracy of +/- 6 seconds.
 NB0665
 NB0665.The orthometric height was determined by differential leveling
 NB0665.and adjusted by the National Geodetic Survey in June 1991..
 NB0665
 NB0665.The geoid height was determined by GEOID03.
 NB0665
 NB0665.The dynamic height is computed by dividing the NAVD 88
 NB0665.geopotential number by the normal gravity value computed on the
 NB0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0665.degrees latitude (g = 980.6199 gals.).
 NB0665
 NB0665.The modeled gravity was interpolated from observed gravity values.
 NB0665
 NB0665;                    North         East    Units  Estimated Accuracy
 NB0665;SPC NY C     -   279,570.      222,500.      MT  (+/- 180 meters Scaled)
 NB0665
 NB0665                          SUPERSEDED SURVEY CONTROL
 NB0665
 NB0665  NGVD 29 (??/??/92)  229.873  (m)          754.17   (f) ADJ UNCH    2 0
 NB0665
 NB0665.Superseded values are not recommended for survey control.
 NB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0665.See file dsdata.txt to determine how the superseded data were derived.
 NB0665
 NB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN424089(NAD 83)
 NB0665_MARKER: DB = BENCH MARK DISK
 NB0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0665_STAMPING: D 102 1935
 NB0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0665+STABILITY: SURFACE MOTION
 NB0665
 NB0665  HISTORY     - Date     Condition        Report By
 NB0665  HISTORY     - 1935     MONUMENTED       CGS
 NB0665  HISTORY     - 1942     GOOD             NGS
 NB0665  HISTORY     - 1985     GOOD             USPSQD
 NB0665  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0665
 NB0665                          STATION DESCRIPTION
 NB0665
 NB0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0665'1.3 MI S FROM STARKEY.
 NB0665'TO REACH FROM THE PENNSYLVANIA RAILROAD STATION AT STARKEY--PROCEED
 NB0665'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD TO THE SITE OF THE
 NB0665'BENCH MARK. BENCH MARK IS ABOUT FOUR AND ONE HALF POLES SOUTH OF
 NB0665'MILE POLE NO. 27, ACROSS THE TRACKS FROM THE SOUTH END OF RAILROAD
 NB0665'STATION AT LAKEMONT AND 32.0 FEET EAST OF THE CENTERLINE OF THE
 NB0665'TRACKS. IT IS 15.0 FEET NORTH OF A FENCE CORNER AND 2.0 FEET EAST
 NB0665'OF RIGHT-OF-WAY FENCE. THE MONUMENT PROJECTS ABOUT 0.3 FOOT. A STD.
 NB0665'DISK SET IN CONCRETE POST.
 NB0665
 NB0665                          STATION RECOVERY (1985)
 NB0665
 NB0665'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0665'THE STATION AT LAKEMONT NO LONGER EXISTS, NEITHER DO THE FENCE CORNER
 NB0665'NOR THE RIGHT- OF-WAY FENCE. THE MARK WAS FOUND 32 FEET EAST OF THE
 NB0665'CENTERLINE OF THE TRACK, AS DESCRIBED. IT IS ALSO LOCATED 31 FEET
 NB0665'NORTH OF THE CENTERLINE OF THE RAILROAD CROSSING. THE CONCRETE POST
 NB0665'PROJECTS 7 INCHES ABOVE GROUND.
 NB0665
 NB0665                          STATION RECOVERY (1990)
 NB0665
 NB0665'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0458 ***********************************************************************
 NB0458  DESIGNATION -  D 103
 NB0458  PID         -  NB0458
 NB0458  STATE/COUNTY-  NY/TOMPKINS
 NB0458  USGS QUAD   -  ITHACA WEST (1978)
 NB0458
 NB0458                         *CURRENT SURVEY CONTROL
 NB0458  ___________________________________________________________________
 NB0458* NAD 83(1986)-  42 26 50.     (N)    076 34 17.     (W)     SCALED    
 NB0458* NAVD 88     -       385.607  (meters)    1265.11   (feet)  ADJUSTED  
 NB0458  ___________________________________________________________________
 NB0458  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NB0458  DYNAMIC HT  -         385.475 (meters)    1264.68  (feet)  COMP
 NB0458  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 NB0458
 NB0458  VERT ORDER  -  SECOND    CLASS 0
 NB0458
 NB0458.The horizontal coordinates were scaled from a topographic map and have
 NB0458.an estimated accuracy of +/- 6 seconds.
 NB0458
 NB0458.The orthometric height was determined by differential leveling
 NB0458.and adjusted by the National Geodetic Survey in June 1991..
 NB0458
 NB0458.The geoid height was determined by GEOID03.
 NB0458
 NB0458.The dynamic height is computed by dividing the NAVD 88
 NB0458.geopotential number by the normal gravity value computed on the
 NB0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0458.degrees latitude (g = 980.6199 gals.).
 NB0458
 NB0458.The modeled gravity was interpolated from observed gravity values.
 NB0458
 NB0458;                    North         East    Units  Estimated Accuracy
 NB0458;SPC NY C     -   271,770.      250,980.      MT  (+/- 180 meters Scaled)
 NB0458
 NB0458                          SUPERSEDED SURVEY CONTROL
 NB0458
 NB0458  NGVD 29 (??/??/92)  385.792  (m)         1265.72   (f) ADJ UNCH    2 0
 NB0458
 NB0458.Superseded values are not recommended for survey control.
 NB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0458.See file dsdata.txt to determine how the superseded data were derived.
 NB0458
 NB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN707006(NAD 83)
 NB0458_MARKER: DB = BENCH MARK DISK
 NB0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0458_STAMPING: D 103 1935
 NB0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0458+STABILITY: SURFACE MOTION
 NB0458
 NB0458  HISTORY     - Date     Condition        Report By
 NB0458  HISTORY     - 1935     MONUMENTED       CGS
 NB0458  HISTORY     - 1969     MARK NOT FOUND   USGS
 NB0458  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0458  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0458
 NB0458                          STATION DESCRIPTION
 NB0458
 NB0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0458'3.3 MI W FROM ITHACA.
 NB0458'IS LOCATED 3.3 MILES WEST OF THE LEHIGH VALLEY R.R. STATION. 30 FT.
 NB0458'SOUTH OF CENTERLINE OF HIGHWAY. 27 FT. WEST OF CENTERLINE OF A CROSS
 NB0458'ROAD. 18.5 FT. WEST OF SOUTHWEST CORNER OF A 2 FT. SQUARE CONCRETE
 NB0458'CULVERT. 9 FT. SOUTHWEST OF A 24 IN. DIAMETER TREE ON LINE TANGENT
 NB0458'TO SOUTH EDGE OF HARD SURFACE OF ROAD TO EAST. TABLET SET IN TOP OF
 NB0458'CONCRETE POST 1 IN. HIGH.
 NB0458
 NB0458                          STATION RECOVERY (1969)
 NB0458
 NB0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NB0458'MARK NOT FOUND.
 NB0458
 NB0458                          STATION RECOVERY (1982)
 NB0458
 NB0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0458'NOT RECOVERED, THERE IS A DEEP DITCH AT THE DESCRIBED
 NB0458'LOCATION OF THE MARK.
 NB0458
 NB0458                          STATION RECOVERY (1985)
 NB0458
 NB0458'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0382 ***********************************************************************
 PH0382  DESIGNATION -  D 104
 PH0382  PID         -  PH0382
 PH0382  STATE/COUNTY-  NY/ST LAWRENCE
 PH0382  USGS QUAD   -  CRANBERRY LAKE (1968)
 PH0382
 PH0382                         *CURRENT SURVEY CONTROL
 PH0382  ___________________________________________________________________
 PH0382* NAD 83(1986)-  44 13 23.     (N)    074 50 15.     (W)     SCALED    
 PH0382* NAVD 88     -       456.060  (meters)    1496.26   (feet)  ADJUSTED  
 PH0382  ___________________________________________________________________
 PH0382  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 PH0382  DYNAMIC HT  -         455.978 (meters)    1495.99  (feet)  COMP
 PH0382  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 PH0382
 PH0382  VERT ORDER  -  SECOND    CLASS 0
 PH0382
 PH0382.The horizontal coordinates were scaled from a topographic map and have
 PH0382.an estimated accuracy of +/- 6 seconds.
 PH0382
 PH0382.The orthometric height was determined by differential leveling
 PH0382.and adjusted by the National Geodetic Survey in June 1991..
 PH0382
 PH0382.The geoid height was determined by GEOID03.
 PH0382
 PH0382.The dynamic height is computed by dividing the NAVD 88
 PH0382.geopotential number by the normal gravity value computed on the
 PH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0382.degrees latitude (g = 980.6199 gals.).
 PH0382
 PH0382.The modeled gravity was interpolated from observed gravity values.
 PH0382
 PH0382;                    North         East    Units  Estimated Accuracy
 PH0382;SPC NY E     -   598,600.      123,040.      MT  (+/- 180 meters Scaled)
 PH0382
 PH0382                          SUPERSEDED SURVEY CONTROL
 PH0382
 PH0382  NGVD 29 (??/??/92)  456.151  (m)         1496.56   (f) ADJ UNCH    2 0
 PH0382
 PH0382.Superseded values are not recommended for survey control.
 PH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0382.See file dsdata.txt to determine how the superseded data were derived.
 PH0382
 PH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP129966(NAD 83)
 PH0382_MARKER: DB = BENCH MARK DISK
 PH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0382_STAMPING: D-104--1935
 PH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0382+STABILITY: SURFACE MOTION
 PH0382
 PH0382  HISTORY     - Date     Condition        Report By
 PH0382  HISTORY     - 1935     MONUMENTED       CGS
 PH0382  HISTORY     - 1970     GOOD             LDA
 PH0382
 PH0382                          STATION DESCRIPTION
 PH0382
 PH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PH0382'IN CRANBERRY LAKE.
 PH0382'IS LOCATED 94 FT. WEST OF THE WEST CORNER OF A PUBLIC SCHOOL BUILDING.
 PH0382'IN THE WEST CORNER OF THE SCHOOL YARD.  23 FT. NORTHEAST OF
 PH0382'CENTERLINE OF HIGHWAY NO. 3.  1 FT. FROM CORNER POST.  NOTE-- 0.10 MI
 PH0382'WEST ON RT NO. 3 FROM POST OFFICE.
 PH0382
 PH0382                          STATION RECOVERY (1970)
 PH0382
 PH0382'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 PH0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0762 ***********************************************************************
 PH0762  DESIGNATION -  D 105
 PH0762  PID         -  PH0762
 PH0762  STATE/COUNTY-  NY/ST LAWRENCE
 PH0762  USGS QUAD   -  POTSDAM (1964)
 PH0762
 PH0762                         *CURRENT SURVEY CONTROL
 PH0762  ___________________________________________________________________
 PH0762* NAD 83(1986)-  44 37 48.     (N)    074 57 51.     (W)     SCALED    
 PH0762* NAVD 88     -       154.418  (meters)     506.62   (feet)  ADJUSTED  
 PH0762  ___________________________________________________________________
 PH0762  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 PH0762  DYNAMIC HT  -         154.405 (meters)     506.58  (feet)  COMP
 PH0762  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 PH0762
 PH0762  VERT ORDER  -  SECOND    CLASS 0
 PH0762
 PH0762.The horizontal coordinates were scaled from a topographic map and have
 PH0762.an estimated accuracy of +/- 6 seconds.
 PH0762
 PH0762.The orthometric height was determined by differential leveling
 PH0762.and adjusted by the National Geodetic Survey in June 1991..
 PH0762
 PH0762.The geoid height was determined by GEOID03.
 PH0762
 PH0762.The dynamic height is computed by dividing the NAVD 88
 PH0762.geopotential number by the normal gravity value computed on the
 PH0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0762.degrees latitude (g = 980.6199 gals.).
 PH0762
 PH0762.The modeled gravity was interpolated from observed gravity values.
 PH0762
 PH0762;                    North         East    Units  Estimated Accuracy
 PH0762;SPC NY E     -   643,870.      113,170.      MT  (+/- 180 meters Scaled)
 PH0762
 PH0762                          SUPERSEDED SURVEY CONTROL
 PH0762
 PH0762  NGVD 29 (??/??/92)  154.546  (m)          507.04   (f) ADJ UNCH    2 0
 PH0762
 PH0762.Superseded values are not recommended for survey control.
 PH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0762.See file dsdata.txt to determine how the superseded data were derived.
 PH0762
 PH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ028418(NAD 83)
 PH0762_MARKER: DB = BENCH MARK DISK
 PH0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0762_STAMPING: D-105--1935
 PH0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0762+STABILITY: SURFACE MOTION
 PH0762
 PH0762  HISTORY     - Date     Condition        Report By
 PH0762  HISTORY     - 1935     MONUMENTED       CGS
 PH0762  HISTORY     - 20060523 MARK NOT FOUND   NYDT
 PH0762
 PH0762                          STATION DESCRIPTION
 PH0762
 PH0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PH0762'1.6 MI N FROM HANNAWA FALLS.
 PH0762'IS LOCATED 1.6 MILES NORTH OF THE HY. BRIDGE OVER RAQUETTE RIVER.
 PH0762'ACROSS HIGHWAY FROM TOM COXS RESIDENCE.  ON NORTH SLOPE OF HILL. 42
 PH0762'FT. WEST OF CENTERLINE OF HIGHWAY.  29 FT. NORTH OF CENTERLINE OF DIRT
 PH0762'ROAD RUNNING WEST.  TABLET SET IN TOP OF A CONCRETE POST 2 IN. HIGH.
 PH0762
 PH0762                          STATION RECOVERY (2006)
 PH0762
 PH0762'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1225 ***********************************************************************
 PG1225  DESIGNATION -  D 106
 PG1225  PID         -  PG1225
 PG1225  STATE/COUNTY-  NY/CLINTON
 PG1225  USGS QUAD   -  PERU (1966)
 PG1225
 PG1225                         *CURRENT SURVEY CONTROL
 PG1225  ___________________________________________________________________
 PG1225* NAD 83(1986)-  44 35 33.     (N)    073 30 12.     (W)     SCALED    
 PG1225* NAVD 88     -        93.020  (meters)     305.18   (feet)  ADJUSTED  
 PG1225  ___________________________________________________________________
 PG1225  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PG1225  DYNAMIC HT  -          93.013 (meters)     305.16  (feet)  COMP
 PG1225  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 PG1225
 PG1225  VERT ORDER  -  SECOND    CLASS 0
 PG1225
 PG1225.The horizontal coordinates were scaled from a topographic map and have
 PG1225.an estimated accuracy of +/- 6 seconds.
 PG1225
 PG1225.The orthometric height was determined by differential leveling
 PG1225.and adjusted by the National Geodetic Survey in June 1991..
 PG1225
 PG1225.The geoid height was determined by GEOID03.
 PG1225
 PG1225.The dynamic height is computed by dividing the NAVD 88
 PG1225.geopotential number by the normal gravity value computed on the
 PG1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1225.degrees latitude (g = 980.6199 gals.).
 PG1225
 PG1225.The modeled gravity was interpolated from observed gravity values.
 PG1225
 PG1225;                    North         East    Units  Estimated Accuracy
 PG1225;SPC NY E     -   640,080.      229,130.      MT  (+/- 180 meters Scaled)
 PG1225
 PG1225                          SUPERSEDED SURVEY CONTROL
 PG1225
 PG1225  NGVD 29 (??/??/??)   93.134  (m)          305.56   (f) ADJUSTED    2 0
 PG1225
 PG1225.Superseded values are not recommended for survey control.
 PG1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1225.See file dsdata.txt to determine how the superseded data were derived.
 PG1225
 PG1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ187387(NAD 83)
 PG1225_MARKER: DB = BENCH MARK DISK
 PG1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1225_STAMPING: D 106 1935
 PG1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1225+STABILITY: SURFACE MOTION
 PG1225
 PG1225  HISTORY     - Date     Condition        Report By
 PG1225  HISTORY     - 1935     MONUMENTED       CGS
 PG1225
 PG1225                          STATION DESCRIPTION
 PG1225
 PG1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1225'1.8 MI NE FROM PERU.
 PG1225'1.8 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG1225'STATION AT PERU, CLINTON COUNTY, 5 POLES SOUTHWEST OF MILEPOST P 9, 41
 PG1225'FEET WEST OF THE CENTERLINE OF THE TRACK, 29 FEET NORTHWEST OF THE
 PG1225'NORTHWEST RAIL, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 PG1225'STANDARD DISK, STAMPED D 106 1935 AND SET IN THE TOP OF A CONCRETE
 PG1225'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0447 ***********************************************************************
 KU0447  DESIGNATION -  D 107
 KU0447  PID         -  KU0447
 KU0447  STATE/COUNTY-  NY/SUFFOLK
 KU0447  USGS QUAD   -  NORTHPORT (1979)
 KU0447
 KU0447                         *CURRENT SURVEY CONTROL
 KU0447  ___________________________________________________________________
 KU0447* NAD 83(1986)-  40 53 46.     (N)    073 20 37.     (W)     SCALED    
 KU0447* NAVD 88     -        42.882  (meters)     140.69   (feet)  ADJUSTED  
 KU0447  ___________________________________________________________________
 KU0447  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 KU0447  DYNAMIC HT  -          42.867 (meters)     140.64  (feet)  COMP
 KU0447  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 KU0447
 KU0447  VERT ORDER  -  SECOND    CLASS 0
 KU0447
 KU0447.The horizontal coordinates were scaled from a topographic map and have
 KU0447.an estimated accuracy of +/- 6 seconds.
 KU0447
 KU0447.The orthometric height was determined by differential leveling
 KU0447.and adjusted by the National Geodetic Survey in June 1991..
 KU0447
 KU0447.The geoid height was determined by GEOID03.
 KU0447
 KU0447.The dynamic height is computed by dividing the NAVD 88
 KU0447.geopotential number by the normal gravity value computed on the
 KU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0447.degrees latitude (g = 980.6199 gals.).
 KU0447
 KU0447.The modeled gravity was interpolated from observed gravity values.
 KU0447
 KU0447;                    North         East    Units  Estimated Accuracy
 KU0447;SPC NY L     -    81,210.      355,310.      MT  (+/- 180 meters Scaled)
 KU0447
 KU0447                          SUPERSEDED SURVEY CONTROL
 KU0447
 KU0447  NGVD 29 (??/??/92)   43.194  (m)          141.71   (f) ADJ UNCH    2 0
 KU0447
 KU0447.Superseded values are not recommended for survey control.
 KU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0447.See file dsdata.txt to determine how the superseded data were derived.
 KU0447
 KU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL395285(NAD 83)
 KU0447_MARKER: DB = BENCH MARK DISK
 KU0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0447_SP_SET: WALL
 KU0447_STAMPING: D 107 1958
 KU0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0447
 KU0447  HISTORY     - Date     Condition        Report By
 KU0447  HISTORY     - 1958     MONUMENTED       CGS
 KU0447  HISTORY     - 1975     GOOD             NY-103
 KU0447  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0447
 KU0447                          STATION DESCRIPTION
 KU0447
 KU0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KU0447'0.3 MI N FROM NORTHPORT.
 KU0447'ABOUT 0.3 MILES SOUTH ALONG CHURCH STREET FROM THE JUNCTION OF
 KU0447'MAIN STREET, CHURCH STREET, AND OCEAN DRIVE IN NORTHPORT, AT THE
 KU0447'JUNCTION OF CHURCH STREET AND RESERVOIR AVENUE, SET IN THE EAST
 KU0447'FACE OF THE RETAINING WALL IN FRONT OF HOUSE NUMBER 3 ALONG
 KU0447'RESERVOIR AVENUE, 44 1/2 FEET SOUTHWEST OF THE JUNCTION, 26 1/2
 KU0447'FEET WEST OF THE CENTER LINE OF RESERVOIR AVENUE, 1 FOOT SOUTH OF
 KU0447'THE SOUTH EDGE OF THE STEPS LEADING UP TO HOUSE NUMBER 3, ABOUT
 KU0447'1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 KU0447
 KU0447                          STATION RECOVERY (1975)
 KU0447
 KU0447'RECOVERY NOTE BY SUFFOLK COUNTY NEW YORK 1975
 KU0447'RECOVERED IN GOOD CONDITION.
 KU0447
 KU0447                          STATION RECOVERY (1986)
 KU0447
 KU0447'RECOVERY NOTE BY US POWER SQUADRON 1986 (SMH)
 KU0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1487 ***********************************************************************
 NA1487  DESIGNATION -  D 109
 NA1487  PID         -  NA1487
 NA1487  STATE/COUNTY-  NY/BROOME
 NA1487  USGS QUAD   -  CHENANGO FORKS (1968)
 NA1487
 NA1487                         *CURRENT SURVEY CONTROL
 NA1487  ___________________________________________________________________
 NA1487* NAD 83(1986)-  42 11 22.     (N)    075 51 35.     (W)     SCALED    
 NA1487* NAVD 88     -       282.099  (meters)     925.52   (feet)  ADJUSTED  
 NA1487  ___________________________________________________________________
 NA1487  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 NA1487  DYNAMIC HT  -         281.995 (meters)     925.18  (feet)  COMP
 NA1487  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 NA1487
 NA1487  VERT ORDER  -  SECOND    CLASS 0
 NA1487
 NA1487.The horizontal coordinates were scaled from a topographic map and have
 NA1487.an estimated accuracy of +/- 6 seconds.
 NA1487
 NA1487.The orthometric height was determined by differential leveling
 NA1487.and adjusted by the National Geodetic Survey in June 1991..
 NA1487
 NA1487.The geoid height was determined by GEOID03.
 NA1487
 NA1487.The dynamic height is computed by dividing the NAVD 88
 NA1487.geopotential number by the normal gravity value computed on the
 NA1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1487.degrees latitude (g = 980.6199 gals.).
 NA1487
 NA1487.The modeled gravity was interpolated from observed gravity values.
 NA1487
 NA1487;                    North         East    Units  Estimated Accuracy
 NA1487;SPC NY E     -   373,540.       37,690.      MT  (+/- 180 meters Scaled)
 NA1487
 NA1487                          SUPERSEDED SURVEY CONTROL
 NA1487
 NA1487  NGVD 29 (??/??/92)  282.231  (m)          925.95   (f) ADJ UNCH    2 0
 NA1487
 NA1487.Superseded values are not recommended for survey control.
 NA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1487.See file dsdata.txt to determine how the superseded data were derived.
 NA1487
 NA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM290711(NAD 83)
 NA1487_MARKER: DB = BENCH MARK DISK
 NA1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1487_STAMPING: D 109 1935
 NA1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1487+STABILITY: SURFACE MOTION
 NA1487
 NA1487  HISTORY     - Date     Condition        Report By
 NA1487  HISTORY     - 1935     MONUMENTED       CGS
 NA1487  HISTORY     - 1961     MARK NOT FOUND   USGS
 NA1487
 NA1487                          STATION DESCRIPTION
 NA1487
 NA1487'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NA1487'1.8 MI N FROM CHENANGO BRIDGE.
 NA1487'1.8 MILES NORTH ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE STATION
 NA1487'AT CHENANGO BRIDGE, BROOME COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST
 NA1487'199, 150 YARDS NORTHEAST OF THE CENTER OF AN ASPHALT-ROAD CROSSING,
 NA1487'44 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 2 FEET SOUTHEAST OF THE
 NA1487'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 109 1935 AND SET IN
 NA1487'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0422 ***********************************************************************
 PH0422  DESIGNATION -  D 11
 PH0422  PID         -  PH0422
 PH0422  STATE/COUNTY-  NY/ST LAWRENCE
 PH0422  USGS QUAD   -  NORFOLK (1964)
 PH0422
 PH0422                         *CURRENT SURVEY CONTROL
 PH0422  ___________________________________________________________________
 PH0422* NAD 83(1986)-  44 45 46.     (N)    074 56 57.     (W)     SCALED    
 PH0422* NAVD 88     -       108.011  (meters)     354.37   (feet)  ADJUSTED  
 PH0422  ___________________________________________________________________
 PH0422  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 PH0422  DYNAMIC HT  -         108.006 (meters)     354.35  (feet)  COMP
 PH0422  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 PH0422
 PH0422  VERT ORDER  -  FIRST     CLASS II
 PH0422
 PH0422.The horizontal coordinates were scaled from a topographic map and have
 PH0422.an estimated accuracy of +/- 6 seconds.
 PH0422
 PH0422.The orthometric height was determined by differential leveling
 PH0422.and adjusted by the National Geodetic Survey in June 1991..
 PH0422
 PH0422.The geoid height was determined by GEOID03.
 PH0422
 PH0422.The dynamic height is computed by dividing the NAVD 88
 PH0422.geopotential number by the normal gravity value computed on the
 PH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0422.degrees latitude (g = 980.6199 gals.).
 PH0422
 PH0422.The modeled gravity was interpolated from observed gravity values.
 PH0422
 PH0422;                    North         East    Units  Estimated Accuracy
 PH0422;SPC NY E     -   658,610.      114,440.      MT  (+/- 180 meters Scaled)
 PH0422
 PH0422                          SUPERSEDED SURVEY CONTROL
 PH0422
 PH0422  NGVD 29 (??/??/92)  108.139  (m)          354.79   (f) ADJ UNCH    1 2
 PH0422
 PH0422.Superseded values are not recommended for survey control.
 PH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0422.See file dsdata.txt to determine how the superseded data were derived.
 PH0422
 PH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ040566(NAD 83)
 PH0422_MARKER: DB = BENCH MARK DISK
 PH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0422_STAMPING: D 11 1919
 PH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0422+STABILITY: SURFACE MOTION
 PH0422
 PH0422  HISTORY     - Date     Condition        Report By
 PH0422  HISTORY     - 1919     MONUMENTED       CGS
 PH0422  HISTORY     - 1935     POOR             NGS
 PH0422
 PH0422                          STATION DESCRIPTION
 PH0422
 PH0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 PH0422'0.75 MI W FROM KNAPPS.
 PH0422'ABOUT 3/4 MILE WEST ALONG THE RUTLAND RAILROAD FROM THE STATION AT
 PH0422'KNAPPS, ST. LAWRENCE COUNTY, AT A ROAD CROSSING, 48 FEET WEST OF THE
 PH0422'CENTERLINE OF THE ROAD, 12 FEET NORTH OF THE NORTH RAIL, AND 3 FEET
 PH0422'EAST OF A CATTLE-GUARD FENCE.  A STANDARD DISK, STAMPED D 11 1919 AND
 PH0422'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN MAY 1935
 PH0422'THAT THE CONCRETE POST HAS BEEN HIT BY A DITCHING MACHINE INTO AN
 PH0422'ALMOST HORIZONTAL POSITION.  ITS PRESENT ELEVATION IS UNKNOWN.
 PH0422
 PH0422                          STATION RECOVERY (1935)
 PH0422
 PH0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PH0422'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0203 ***********************************************************************
 NB0203  DESIGNATION -  D 110
 NB0203  PID         -  NB0203
 NB0203  STATE/COUNTY-  NY/CORTLAND
 NB0203  USGS QUAD   -  HOMER (1978)
 NB0203
 NB0203                         *CURRENT SURVEY CONTROL
 NB0203  ___________________________________________________________________
 NB0203* NAD 83(1986)-  42 43 59.     (N)    076 08 12.     (W)     SCALED    
 NB0203* NAVD 88     -       361.759  (meters)    1186.87   (feet)  ADJUSTED  
 NB0203  ___________________________________________________________________
 NB0203  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 NB0203  DYNAMIC HT  -         361.643 (meters)    1186.49  (feet)  COMP
 NB0203  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NB0203
 NB0203  VERT ORDER  -  SECOND    CLASS 0
 NB0203
 NB0203.The horizontal coordinates were scaled from a topographic map and have
 NB0203.an estimated accuracy of +/- 6 seconds.
 NB0203
 NB0203.The orthometric height was determined by differential leveling
 NB0203.and adjusted by the National Geodetic Survey in June 1991..
 NB0203
 NB0203.The geoid height was determined by GEOID03.
 NB0203
 NB0203.The dynamic height is computed by dividing the NAVD 88
 NB0203.geopotential number by the normal gravity value computed on the
 NB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0203.degrees latitude (g = 980.6199 gals.).
 NB0203
 NB0203.The modeled gravity was interpolated from observed gravity values.
 NB0203
 NB0203;                    North         East    Units  Estimated Accuracy
 NB0203;SPC NY C     -   303,610.      286,580.      MT  (+/- 180 meters Scaled)
 NB0203
 NB0203                          SUPERSEDED SURVEY CONTROL
 NB0203
 NB0203  NGVD 29 (??/??/92)  361.892  (m)         1187.31   (f) ADJ UNCH    2 0
 NB0203
 NB0203.Superseded values are not recommended for survey control.
 NB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0203.See file dsdata.txt to determine how the superseded data were derived.
 NB0203
 NB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN069317(NAD 83)
 NB0203_MARKER: DB = BENCH MARK DISK
 NB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0203_STAMPING: D 110 1935
 NB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0203+STABILITY: SURFACE MOTION
 NB0203
 NB0203  HISTORY     - Date     Condition        Report By
 NB0203  HISTORY     - 1935     MONUMENTED       CGS
 NB0203  HISTORY     - 1936     GOOD             NGS
 NB0203  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 NB0203
 NB0203                          STATION DESCRIPTION
 NB0203
 NB0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NB0203'AT PREBLE.
 NB0203'AT PREBLE, CORTLAND COUNTY, ON THE ERIE-LACKAWANNA RAILROAD, 47
 NB0203'FEET EAST OF THE EAST EDGE OF THE STATION, 120 FEET NORTH OF THE
 NB0203'CENTER OF AN ASPHALT-ROAD CROSSING, 17 FEET EAST OF THE EAST RAIL
 NB0203'OF THE EAST MAIN TRACK, 7 FEET SOUTH OF A POLE, AND 5 FEET WEST OF
 NB0203'THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED D 110 1935 AND SET
 NB0203'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NB0203
 NB0203                          STATION RECOVERY (1991)
 NB0203
 NB0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1498 ***********************************************************************
 NA1498  DESIGNATION -  D 112
 NA1498  PID         -  NA1498
 NA1498  STATE/COUNTY-  NY/CHENANGO
 NA1498  USGS QUAD   -  BRISBEN (1949)
 NA1498
 NA1498                         *CURRENT SURVEY CONTROL
 NA1498  ___________________________________________________________________
 NA1498* NAD 83(1986)-  42 22 06.     (N)    075 39 28.     (W)     SCALED    
 NA1498* NAVD 88     -       288.292  (meters)     945.84   (feet)  ADJUSTED  
 NA1498  ___________________________________________________________________
 NA1498  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 NA1498  DYNAMIC HT  -         288.191 (meters)     945.51  (feet)  COMP
 NA1498  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 NA1498
 NA1498  VERT ORDER  -  SECOND    CLASS 0
 NA1498
 NA1498.The horizontal coordinates were scaled from a topographic map and have
 NA1498.an estimated accuracy of +/- 6 seconds.
 NA1498
 NA1498.The orthometric height was determined by differential leveling
 NA1498.and adjusted by the National Geodetic Survey in June 1991..
 NA1498
 NA1498.The geoid height was determined by GEOID03.
 NA1498
 NA1498.The dynamic height is computed by dividing the NAVD 88
 NA1498.geopotential number by the normal gravity value computed on the
 NA1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1498.degrees latitude (g = 980.6199 gals.).
 NA1498
 NA1498.The modeled gravity was interpolated from observed gravity values.
 NA1498
 NA1498;                    North         East    Units  Estimated Accuracy
 NA1498;SPC NY C     -   263,420.      326,240.      MT  (+/- 180 meters Scaled)
 NA1498
 NA1498                          SUPERSEDED SURVEY CONTROL
 NA1498
 NA1498  NGVD 29 (??/??/92)  288.419  (m)          946.25   (f) ADJ UNCH    2 0
 NA1498
 NA1498.Superseded values are not recommended for survey control.
 NA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1498.See file dsdata.txt to determine how the superseded data were derived.
 NA1498
 NA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM458908(NAD 83)
 NA1498_MARKER: DB = BENCH MARK DISK
 NA1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1498_STAMPING: D-112--1935
 NA1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1498+STABILITY: SURFACE MOTION
 NA1498
 NA1498  HISTORY     - Date     Condition        Report By
 NA1498  HISTORY     - 1935     MONUMENTED       CGS
 NA1498
 NA1498                          STATION DESCRIPTION
 NA1498
 NA1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1498'1.0 MI NE FROM BRISBEN.
 NA1498'IS LOCATED 1 MILE NORTH OF THE DEPOT.  0.3 MILE WEST OF MILE POST
 NA1498'NO. 218.  150 FT. EAST OF ELECTRIC SIGNAL TOWER NO. U 2176.  19 FT.
 NA1498'WEST OF
 NA1498'CENTERLINE OF A FARM ROAD THAT CROSSES TRACK.  27 FT. NORTH OF NORTH
 NA1498'RAIL.  2 FT. SOUTH OF R/W FENCE.  TABLET SET IN TOP OF CONCRETE POST
 NA1498'6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1033 ***********************************************************************
 NA1033  DESIGNATION -  D 113
 NA1033  PID         -  NA1033
 NA1033  STATE/COUNTY-  NY/ONEIDA
 NA1033  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1033
 NA1033                         *CURRENT SURVEY CONTROL
 NA1033  ___________________________________________________________________
 NA1033* NAD 83(1986)-  42 54 48.     (N)    075 22 56.     (W)     SCALED    
 NA1033* NAVD 88     -       380.036  (meters)    1246.83   (feet)  ADJUSTED  
 NA1033  ___________________________________________________________________
 NA1033  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 NA1033  DYNAMIC HT  -         379.918 (meters)    1246.45  (feet)  COMP
 NA1033  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 NA1033
 NA1033  VERT ORDER  -  SECOND    CLASS 0
 NA1033
 NA1033.The horizontal coordinates were scaled from a topographic map and have
 NA1033.an estimated accuracy of +/- 6 seconds.
 NA1033
 NA1033.The orthometric height was determined by differential leveling
 NA1033.and adjusted by the National Geodetic Survey in June 1991..
 NA1033
 NA1033.The geoid height was determined by GEOID03.
 NA1033
 NA1033.The dynamic height is computed by dividing the NAVD 88
 NA1033.geopotential number by the normal gravity value computed on the
 NA1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1033.degrees latitude (g = 980.6199 gals.).
 NA1033
 NA1033.The modeled gravity was interpolated from observed gravity values.
 NA1033
 NA1033;                    North         East    Units  Estimated Accuracy
 NA1033;SPC NY C     -   324,240.      348,070.      MT  (+/- 180 meters Scaled)
 NA1033
 NA1033                          SUPERSEDED SURVEY CONTROL
 NA1033
 NA1033  NGVD 29 (??/??/92)  380.150  (m)         1247.21   (f) ADJ UNCH    2 0
 NA1033
 NA1033.Superseded values are not recommended for survey control.
 NA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1033.See file dsdata.txt to determine how the superseded data were derived.
 NA1033
 NA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN688512(NAD 83)
 NA1033_MARKER: DB = BENCH MARK DISK
 NA1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1033_STAMPING: D-113--1935
 NA1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1033+STABILITY: SURFACE MOTION
 NA1033
 NA1033  HISTORY     - Date     Condition        Report By
 NA1033  HISTORY     - 1935     MONUMENTED       CGS
 NA1033  HISTORY     - 19901016 MARK NOT FOUND   USGS
 NA1033
 NA1033                          STATION DESCRIPTION
 NA1033
 NA1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1033'AT SANGERFIELD.
 NA1033'D-113 IS LOCATED AT SANGERFIELD.  54 FEET SOUTHWEST OF THE CENTERLINES
 NA1033'OF CROSSING OF U.S. HWY. 20 AND D.L. AND W. RAILROAD.  55.6 FEET WEST
 NA1033'OF M.P. 264.  48 FEET SOUTHWEST OF ELECTRIC SIGNAL POST NO. U2640.
 NA1033'25.4 FEET NORTHWEST OF NORTHWEST RAIL.  2.2 FEET SOUTHEAST OF R/W
 NA1033'FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 NA1033
 NA1033                          STATION RECOVERY (1990)
 NA1033
 NA1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (KDC)
 NA1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0426 ***********************************************************************
 OE0426  DESIGNATION -  D 114
 OE0426  PID         -  OE0426
 OE0426  STATE/COUNTY-  NY/HERKIMER
 OE0426  USGS QUAD   -  
 OE0426
 OE0426                         *CURRENT SURVEY CONTROL
 OE0426  ___________________________________________________________________
 OE0426* NAD 83(1986)-  43 22 35.     (N)    074 56 18.     (W)     SCALED    
 OE0426* NAVD 88     -       395.726  (meters)    1298.31   (feet)  ADJUSTED  
 OE0426  ___________________________________________________________________
 OE0426  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 OE0426  DYNAMIC HT  -         395.620 (meters)    1297.96  (feet)  COMP
 OE0426  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 OE0426
 OE0426  VERT ORDER  -  SECOND    CLASS 0
 OE0426
 OE0426.The horizontal coordinates were scaled from a topographic map and have
 OE0426.an estimated accuracy of +/- 6 seconds.
 OE0426
 OE0426.The orthometric height was determined by differential leveling
 OE0426.and adjusted by the National Geodetic Survey in June 1991..
 OE0426
 OE0426.The geoid height was determined by GEOID03.
 OE0426
 OE0426.The dynamic height is computed by dividing the NAVD 88
 OE0426.geopotential number by the normal gravity value computed on the
 OE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0426.degrees latitude (g = 980.6199 gals.).
 OE0426
 OE0426.The modeled gravity was interpolated from observed gravity values.
 OE0426
 OE0426;                    North         East    Units  Estimated Accuracy
 OE0426;SPC NY E     -   504,580.      114,480.      MT  (+/- 180 meters Scaled)
 OE0426
 OE0426                          SUPERSEDED SURVEY CONTROL
 OE0426
 OE0426  NGVD 29 (??/??/92)  395.845  (m)         1298.70   (f) ADJ UNCH    2 0
 OE0426
 OE0426.Superseded values are not recommended for survey control.
 OE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0426.See file dsdata.txt to determine how the superseded data were derived.
 OE0426
 OE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP049026(NAD 83)
 OE0426_MARKER: DB = BENCH MARK DISK
 OE0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0426_STAMPING: D-114 1935
 OE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0426+STABILITY: SURFACE MOTION
 OE0426
 OE0426  HISTORY     - Date     Condition        Report By
 OE0426  HISTORY     - 1935     MONUMENTED       CGS
 OE0426  HISTORY     - 1976     GOOD             NGS
 OE0426
 OE0426                          STATION DESCRIPTION
 OE0426
 OE0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0426'5.0 MI NE FROM OHIO.
 OE0426'IS LOCATED 5.0 MILES N.E. OF POST OFFICE AT OHIO, ALONG STATE HIGHWAY
 OE0426'NO. 8.  1.0 MILE N.E. OF ENTRANCE TO ADIRONDACK STATE PARK.  150 FT.
 OE0426'EAST OF 16 IN. CONCRETE CULVERT.  32 FT. NORTH OF CENTERLINE OF
 OE0426'HIGHWAY. 8 FT. WEST OF TELEPHONE POLE.  STANDARD TABLET SET IN
 OE0426'CONCRETE POST 6 IN. ABOVE GROUND.
 OE0426
 OE0426                          STATION RECOVERY (1976)
 OE0426
 OE0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0248 ***********************************************************************
 PH0248  DESIGNATION -  D 115
 PH0248  PID         -  PH0248
 PH0248  STATE/COUNTY-  NY/ESSEX
 PH0248  USGS QUAD   -  
 PH0248
 PH0248                         *CURRENT SURVEY CONTROL
 PH0248  ___________________________________________________________________
 PH0248* NAD 83(1986)-  44 18 18.     (N)    074 06 40.     (W)     SCALED    
 PH0248* NAVD 88     -       468.388  (meters)    1536.70   (feet)  ADJUSTED  
 PH0248  ___________________________________________________________________
 PH0248  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 PH0248  DYNAMIC HT  -         468.305 (meters)    1536.43  (feet)  COMP
 PH0248  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 PH0248
 PH0248  VERT ORDER  -  SECOND    CLASS 0
 PH0248
 PH0248.The horizontal coordinates were scaled from a topographic map and have
 PH0248.an estimated accuracy of +/- 6 seconds.
 PH0248
 PH0248.The orthometric height was determined by differential leveling
 PH0248.and adjusted by the National Geodetic Survey in June 1991..
 PH0248
 PH0248.The geoid height was determined by GEOID03.
 PH0248
 PH0248.The dynamic height is computed by dividing the NAVD 88
 PH0248.geopotential number by the normal gravity value computed on the
 PH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0248.degrees latitude (g = 980.6199 gals.).
 PH0248
 PH0248.The modeled gravity was interpolated from observed gravity values.
 PH0248
 PH0248;                    North         East    Units  Estimated Accuracy
 PH0248;SPC NY E     -   607,720.      181,030.      MT  (+/- 180 meters Scaled)
 PH0248
 PH0248                          SUPERSEDED SURVEY CONTROL
 PH0248
 PH0248  NGVD 29 (??/??/92)  468.467  (m)         1536.96   (f) ADJ UNCH    2 0
 PH0248
 PH0248.Superseded values are not recommended for survey control.
 PH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0248.See file dsdata.txt to determine how the superseded data were derived.
 PH0248
 PH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ709061(NAD 83)
 PH0248_MARKER: DB = BENCH MARK DISK
 PH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0248_STAMPING: D 115 1935
 PH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0248+STABILITY: SURFACE MOTION
 PH0248
 PH0248  HISTORY     - Date     Condition        Report By
 PH0248  HISTORY     - 1935     MONUMENTED       CGS
 PH0248  HISTORY     - 1955     GOOD             NGS
 PH0248
 PH0248                          STATION DESCRIPTION
 PH0248
 PH0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PH0248'2.2 MI SE FROM SARANAC LAKE.
 PH0248'ABOUT 2.2 MILES SOUTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 PH0248'THE STATION AT SARANAC LAKE, ABOUT 0.35 MILE SOUTHEAST OF MILE POST LP
 PH0248'8, AT CROSSING OF STATE HIGHWAY 86, 45 FEET EAST OF EAST RAIL, 72 FEET
 PH0248'NORTHEAST OF CENTER OF CROSSING, 70 FEET NORTH OF CENTER LINE OF
 PH0248'HIGHWAY, 76 FEET NORTH OF POWER LINE AND TELEPHONE CABLE POLE NO.
 PH0248'510-797, 45 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A
 PH0248'FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 PH0248'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0893 ***********************************************************************
 PG0893  DESIGNATION -  D 116
 PG0893  PID         -  PG0893
 PG0893  STATE/COUNTY-  NY/ESSEX
 PG0893  USGS QUAD   -  
 PG0893
 PG0893                         *CURRENT SURVEY CONTROL
 PG0893  ___________________________________________________________________
 PG0893* NAD 83(1986)-  44 11 15.     (N)    073 27 06.     (W)     SCALED    
 PG0893* NAVD 88     -        81.486  (meters)     267.34   (feet)  ADJUSTED  
 PG0893  ___________________________________________________________________
 PG0893  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PG0893  DYNAMIC HT  -          81.474 (meters)     267.30  (feet)  COMP
 PG0893  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 PG0893
 PG0893  VERT ORDER  -  FIRST     CLASS II
 PG0893
 PG0893.The horizontal coordinates were scaled from a topographic map and have
 PG0893.an estimated accuracy of +/- 6 seconds.
 PG0893
 PG0893.The orthometric height was determined by differential leveling
 PG0893.and adjusted by the National Geodetic Survey in June 1991..
 PG0893
 PG0893.The geoid height was determined by GEOID03.
 PG0893
 PG0893.The dynamic height is computed by dividing the NAVD 88
 PG0893.geopotential number by the normal gravity value computed on the
 PG0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0893.degrees latitude (g = 980.6199 gals.).
 PG0893
 PG0893.The modeled gravity was interpolated from observed gravity values.
 PG0893
 PG0893;                    North         East    Units  Estimated Accuracy
 PG0893;SPC NY E     -   595,130.      233,810.      MT  (+/- 180 meters Scaled)
 PG0893
 PG0893                          SUPERSEDED SURVEY CONTROL
 PG0893
 PG0893  NGVD 29 (??/??/??)   81.642  (m)          267.85   (f) ADJUSTED    1 2
 PG0893
 PG0893.Superseded values are not recommended for survey control.
 PG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0893.See file dsdata.txt to determine how the superseded data were derived.
 PG0893
 PG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP237938(NAD 83)
 PG0893_MARKER: DB = BENCH MARK DISK
 PG0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0893_STAMPING: D 116 1935
 PG0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0893+STABILITY: SURFACE MOTION
 PG0893
 PG0893  HISTORY     - Date     Condition        Report By
 PG0893  HISTORY     - 1935     MONUMENTED       CGS
 PG0893  HISTORY     - 1973     MARK NOT FOUND   NGS
 PG0893  HISTORY     - 20051007 MARK NOT FOUND   NYDT
 PG0893
 PG0893                          STATION DESCRIPTION
 PG0893
 PG0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0893'IN WESTPORT.
 PG0893'AT WESTPORT, ESSEX COUNTY, ALONG THE DELAWARE AND HUDSON RAILROAD, 136
 PG0893'FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF THE STATION, 51 1/4 FEET
 PG0893'WEST OF WEST RAIL OF MAIN TRACK, 26 FEET SOUTHWEST OF THE SOUTHWEST
 PG0893'CORNER OF THE EXTREME WEST END OF RAILROAD OVERPASS OVER STATE HIGHWAY
 PG0893'9 N, 24 1/2 FEET SOUTHWEST OF A FIRE HYDRANT, 40 FEET SOUTHWEST OF
 PG0893'CENTER LINE OF HIGHWAY 9 N, 10 FEET SOUTH OF POWER POLE NO. 37, ABOUT
 PG0893'8 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 PG0893'ABOUT 8 INCHES UNDERGROUND. NOTE--A RETIRED RAILROAD EMPLOYEE INFORMED
 PG0893'NGS PERSONNEL THAT THE AREA HAS BEEN COVERED WITH ABOUT FOUR FEET OF
 PG0893'FILL DIRT AND THAT A WATER LINE WAS LAID NEAR THE DESCRIBED LOCATION
 PG0893'OF MARK.
 PG0893
 PG0893                          STATION RECOVERY (2005)
 PG0893
 PG0893'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1797 ***********************************************************************
 OD1797  DESIGNATION -  D 117 RESET
 OD1797  PID         -  OD1797
 OD1797  STATE/COUNTY-  NY/WARREN
 OD1797  USGS QUAD   -  CHESTERTOWN (1968)
 OD1797
 OD1797                         *CURRENT SURVEY CONTROL
 OD1797  ___________________________________________________________________
 OD1797* NAD 83(1986)-  43 43 39.     (N)    073 49 27.     (W)     SCALED    
 OD1797* NAVD 88     -       250.20   (meters)     820.9    (feet)  RESET     
 OD1797  ___________________________________________________________________
 OD1797  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 OD1797
 OD1797  VERT ORDER  -  THIRD
 OD1797
 OD1797.The horizontal coordinates were scaled from a topographic map and have
 OD1797.an estimated accuracy of +/- 6 seconds.
 OD1797
 OD1797.The orthometric height was computed from unverified reset data.
 OD1797.No vertical observational check was made to the station.
 OD1797
 OD1797.The geoid height was determined by GEOID03.
 OD1797
 OD1797;                    North         East    Units  Estimated Accuracy
 OD1797;SPC NY E     -   543,710.      204,450.      MT  (+/- 180 meters Scaled)
 OD1797
 OD1797                          SUPERSEDED SURVEY CONTROL
 OD1797
 OD1797  NGVD 29 (09/01/04)  250.31   (m)          821.2    (f) RESET       3  
 OD1797
 OD1797.Superseded values are not recommended for survey control.
 OD1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1797.See file dsdata.txt to determine how the superseded data were derived.
 OD1797
 OD1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP947422(NAD 83)
 OD1797_MARKER: DV = VERTICAL CONTROL DISK
 OD1797_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OD1797_SP_SET: BRIDGE WINGWALL
 OD1797_STAMPING: D 117 RESET 1991
 OD1797_MARK LOGO: NGS   
 OD1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD1797
 OD1797  HISTORY     - Date     Condition        Report By
 OD1797  HISTORY     - 1991     MONUMENTED       NYDT
 OD1797
 OD1797                          STATION DESCRIPTION
 OD1797
 OD1797'DESCRIBED BY NY DEPT OF TRANSP 1991
 OD1797'AT POTTERSVILLE, SET IN THE TOP OF A CONCRETE WINGWALL, 19.2 FEET
 OD1797'(5.9 M) NORTH OF CENTERLINE OF ROUTE 9 AND 69 FEET (21.0 M) WEST OF
 OD1797'THE WESTERLY EDGE OF THE ROUTE 87 SOUTHBOUND OVERPASS.  BM IS THE
 OD1797'SAME ELEVATION AS CENTERLINE OF ROUTE 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0391 ***********************************************************************
 OD0391  DESIGNATION -  D 118
 OD0391  PID         -  OD0391
 OD0391  STATE/COUNTY-  NY/ESSEX
 OD0391  USGS QUAD   -  TICONDEROGA (1950)
 OD0391
 OD0391                         *CURRENT SURVEY CONTROL
 OD0391  ___________________________________________________________________
 OD0391* NAD 83(1986)-  43 51 13.     (N)    073 23 20.     (W)     SCALED    
 OD0391* NAVD 88     -        34.289  (meters)     112.50   (feet)  ADJUSTED  
 OD0391  ___________________________________________________________________
 OD0391  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OD0391  DYNAMIC HT  -          34.284 (meters)     112.48  (feet)  COMP
 OD0391  MODELED GRAV-     980,459.6   (mgal)                       NAVD 88
 OD0391  OBS GRAVITY -     980,463.2   (mgal)                       GRAV_OBS
 OD0391
 OD0391  VERT ORDER  -  FIRST     CLASS II
 OD0391
 OD0391.The horizontal coordinates were scaled from a topographic map and have
 OD0391.an estimated accuracy of +/- 6 seconds.
 OD0391
 OD0391.The orthometric height was determined by differential leveling
 OD0391.and adjusted by the National Geodetic Survey in April 1998..
 OD0391.WARNING-Repeat measurements at this control monument indicate possible
 OD0391.vertical movement.
 OD0391
 OD0391.The geoid height was determined by GEOID03.
 OD0391
 OD0391.The dynamic height is computed by dividing the NAVD 88
 OD0391.geopotential number by the normal gravity value computed on the
 OD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0391.degrees latitude (g = 980.6199 gals.).
 OD0391
 OD0391.The modeled gravity was interpolated from observed gravity values.
 OD0391.The observed gravity was obtained from relative gravimeter ties
 OD0391.to the IGSN71 gravity network.
 OD0391
 OD0391;                    North         East    Units  Estimated Accuracy
 OD0391;SPC NY E     -   558,100.      239,330.      MT  (+/- 180 meters Scaled)
 OD0391
 OD0391                          SUPERSEDED SURVEY CONTROL
 OD0391
 OD0391  NAVD 88 (06/15/91)   34.276  (m)          112.45   (f) UNKNOWN     1 2
 OD0391  NGVD 29 (??/??/92)   34.44   (m)          113.0    (f) COMPUTED    1 2
 OD0391
 OD0391.Superseded values are not recommended for survey control.
 OD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0391.See file dsdata.txt to determine how the superseded data were derived.
 OD0391
 OD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP294568(NAD 83)
 OD0391_MARKER: DB = BENCH MARK DISK
 OD0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0391_STAMPING: D 118 1935
 OD0391_MARK LOGO: CGS   
 OD0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0391+STABILITY: SURFACE MOTION
 OD0391
 OD0391  HISTORY     - Date     Condition        Report By
 OD0391  HISTORY     - 1935     MONUMENTED       CGS
 OD0391  HISTORY     - 1973     GOOD             NGS
 OD0391  HISTORY     - 1982     GOOD             NGS
 OD0391  HISTORY     - 19971015 GOOD             NGS
 OD0391  HISTORY     - 20020604 GOOD             USPSQD
 OD0391
 OD0391                          STATION DESCRIPTION
 OD0391
 OD0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0391'IN FORT TICONDEROGA.
 OD0391'AT FORT TICONDEROGA, AT THE CROSSING OF STATE HIGHWAY 73 AND THE
 OD0391'DELAWARE AND HUDSON RAILROAD, THENCE 0.2 MILE WEST OF FERRY LANDING
 OD0391'LEADING ACROSS LAKE CHAMPLAIN TO LARRABEES POINT, 44 FEET NORTH OF THE
 OD0391'CENTER LINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OD0391'21 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 OD0391'FOUNDATION OF A SIGNAL CONTROL BOX, 10.8 FEET NORTH-NORTHEAST OF
 OD0391'TELEPHONE POLE 101/30, 3 FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTH OF A
 OD0391'METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE RAILS AND IN THE TOP OF
 OD0391'A CONCRETE POST PROJECTING 3-INCHES.
 OD0391
 OD0391                          STATION RECOVERY (1982)
 OD0391
 OD0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OD0391'RECOVERED IN GOOD CONDITION.
 OD0391
 OD0391                          STATION RECOVERY (1997)
 OD0391
 OD0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JMR)
 OD0391'RECOVERED AS DESCRIBED.
 OD0391
 OD0391                          STATION RECOVERY (2002)
 OD0391
 OD0391'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OD0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0558 ***********************************************************************
 NC0558  DESIGNATION -  D 119
 NC0558  PID         -  NC0558
 NC0558  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0558  USGS QUAD   -  PERRYSBURG (1979)
 NC0558
 NC0558                         *CURRENT SURVEY CONTROL
 NC0558  ___________________________________________________________________
 NC0558* NAD 83(1986)-  42 28 30.     (N)    079 03 40.     (W)     SCALED    
 NC0558* NAVD 88     -       343.442  (meters)    1126.78   (feet)  ADJUSTED  
 NC0558  ___________________________________________________________________
 NC0558  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NC0558  DYNAMIC HT  -         343.326 (meters)    1126.40  (feet)  COMP
 NC0558  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 NC0558
 NC0558  VERT ORDER  -  FIRST     CLASS II
 NC0558
 NC0558.The horizontal coordinates were scaled from a topographic map and have
 NC0558.an estimated accuracy of +/- 6 seconds.
 NC0558
 NC0558.The orthometric height was determined by differential leveling
 NC0558.and adjusted by the National Geodetic Survey in November 1993..
 NC0558
 NC0558.The geoid height was determined by GEOID03.
 NC0558
 NC0558.The dynamic height is computed by dividing the NAVD 88
 NC0558.geopotential number by the normal gravity value computed on the
 NC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0558.degrees latitude (g = 980.6199 gals.).
 NC0558
 NC0558.The modeled gravity was interpolated from observed gravity values.
 NC0558
 NC0558;                    North         East    Units  Estimated Accuracy
 NC0558;SPC NY W     -   274,960.      310,710.      MT  (+/- 180 meters Scaled)
 NC0558
 NC0558                          SUPERSEDED SURVEY CONTROL
 NC0558
 NC0558  NAVD 88 (06/15/91)  343.414  (m)         1126.68   (f) UNKNOWN     1 2
 NC0558  NGVD 29 (??/??/92)  343.576  (m)         1127.22   (f) ADJ UNCH    1 2
 NC0558
 NC0558.Superseded values are not recommended for survey control.
 NC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0558.See file dsdata.txt to determine how the superseded data were derived.
 NC0558
 NC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH593043(NAD 83)
 NC0558_MARKER: DB = BENCH MARK DISK
 NC0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0558_STAMPING: D 119 1936
 NC0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0558+STABILITY: SURFACE MOTION
 NC0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0558+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 NC0558
 NC0558  HISTORY     - Date     Condition        Report By
 NC0558  HISTORY     - 1936     MONUMENTED       CGS
 NC0558  HISTORY     - 19960420 GOOD             USPSQD
 NC0558  HISTORY     - 20060807 GOOD             NYDT
 NC0558
 NC0558                          STATION DESCRIPTION
 NC0558
 NC0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NC0558'3.2 MI E FROM SMITHS MILLS.
 NC0558'ALONG THE DUNKIRK TO SALAMANCA BRANCH OF THE ERIE RAILROAD, 0.2 MILE
 NC0558'WEST OF MILEPOST JC 444, AT A GRAVEL ROAD CROSSING, IN SOUTH WEST
 NC0558'ANGLE, AT EAST END OF A LONG RAILROAD CUT, 21.5 FEET NORTH EAST OF A
 NC0558'FENCE CORNER, 19.6 FEET SOUTH OF SOUTH RAIL OF TRACK, ABOUT LEVEL WITH
 NC0558'RAIL, ON TOP OF CONCRETE POST.
 NC0558
 NC0558                          STATION RECOVERY (1996)
 NC0558
 NC0558'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0558'RECOVERED IN GOOD CONDITION.
 NC0558
 NC0558                          STATION RECOVERY (2006)
 NC0558
 NC0558'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (GLE)
 NC0558'FROM THE INTERSECTION OF NYS RTE. 39 AND COUNTY LINE ROAD, NORTH ON
 NC0558'COUNTY LINE ROAD 1.2 MILES TO MARK ON THE LEFT, 33 FEET WEST OF THE
 NC0558'CENTERLINE OF THE ROAD, ACROSS FROM HOUSE NUMBER 10870.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0854 ***********************************************************************
 PH0854  DESIGNATION -  D 12 RESET=464
 PH0854  PID         -  PH0854
 PH0854  STATE/COUNTY-  NY/ST LAWRENCE
 PH0854  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0854
 PH0854                         *CURRENT SURVEY CONTROL
 PH0854  ___________________________________________________________________
 PH0854* NAD 83(1986)-  44 30 58.     (N)    075 15 35.     (W)     SCALED    
 PH0854* NAVD 88     -       141.43   (+/-2cm)     464.0    (feet)  VERTCON   
 PH0854  ___________________________________________________________________
 PH0854  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 PH0854
 PH0854  VERT ORDER  -  THIRD (See Below)
 PH0854
 PH0854.The horizontal coordinates were scaled from a topographic map and have
 PH0854.an estimated accuracy of +/- 6 seconds.
 PH0854
 PH0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0854.The vertical order pertains to the NGVD 29 superseded value.
 PH0854
 PH0854.The geoid height was determined by GEOID03.
 PH0854
 PH0854;                    North         East    Units  Estimated Accuracy
 PH0854;SPC NY E     -   631,390.       89,600.      MT  (+/- 180 meters Scaled)
 PH0854
 PH0854                          SUPERSEDED SURVEY CONTROL
 PH0854
 PH0854  NGVD 29 (??/??/??)  141.57   (m)          464.5    (f) RESET       3  
 PH0854
 PH0854.Superseded values are not recommended for survey control.
 PH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0854.See file dsdata.txt to determine how the superseded data were derived.
 PH0854
 PH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ793292(NAD 83)
 PH0854_MARKER: DD = SURVEY DISK
 PH0854_SETTING: 66 = SET IN ROCK OUTCROP
 PH0854_SP_SET: ROCK OUTCROP
 PH0854_STAMPING: 464
 PH0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0854+STABILITY: POSITION/ELEVATION WELL
 PH0854
 PH0854  HISTORY     - Date     Condition        Report By
 PH0854  HISTORY     - UNK      MONUMENTED       USGS
 PH0854  HISTORY     - 1934     GOOD             NGS
 PH0854  HISTORY     - 1964     MARK NOT FOUND   USGS
 PH0854
 PH0854                          STATION DESCRIPTION
 PH0854
 PH0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PH0854'0.9 MI NE FROM DE KALB JUNCTION.
 PH0854'0.9 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM DEKALB
 PH0854'JUNCTION, ST. LAWRENCE COUNTY, 588 FEET NORTHWEST OF THE TRACK, AT THE
 PH0854'INTERSECTION OF THE FORMER ROUTE OF U.S. HIGHWAY 11 AND A ROAD, 60
 PH0854'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTHWEST OF
 PH0854'THE CENTERLINE OF THE CROSSROAD, 16 FEET NORTHEAST OF THE SOUTHWEST
 PH0854'ROAD FENCE, AND IN THE TOP OF A LARGE OUTCROP.  A UNITED STATES
 PH0854'GEOLOGICAL SURVEY DISK, STAMPED 464.
 PH0854
 PH0854                          STATION RECOVERY (1964)
 PH0854
 PH0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PH0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0187 ***********************************************************************
 NC0187  DESIGNATION -  D 120
 NC0187  PID         -  NC0187
 NC0187  STATE/COUNTY-  NY/CATTARAUGUS
 NC0187  USGS QUAD   -  SALAMANCA (1961)
 NC0187
 NC0187                         *CURRENT SURVEY CONTROL
 NC0187  ___________________________________________________________________
 NC0187* NAD 83(1986)-  42 09 08.     (N)    078 40 39.     (W)     SCALED    
 NC0187* NAVD 88     -       421.160  (meters)    1381.76   (feet)  ADJUSTED  
 NC0187  ___________________________________________________________________
 NC0187  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 NC0187  DYNAMIC HT  -         420.996 (meters)    1381.22  (feet)  COMP
 NC0187  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 NC0187
 NC0187  VERT ORDER  -  FIRST     CLASS I
 NC0187
 NC0187.The horizontal coordinates were scaled from a topographic map and have
 NC0187.an estimated accuracy of +/- 6 seconds.
 NC0187
 NC0187.The orthometric height was determined by differential leveling
 NC0187.and adjusted by the National Geodetic Survey in June 1991..
 NC0187.WARNING-Repeat measurements at this control monument indicate possible
 NC0187.vertical movement.
 NC0187
 NC0187.The geoid height was determined by GEOID03.
 NC0187
 NC0187.The dynamic height is computed by dividing the NAVD 88
 NC0187.geopotential number by the normal gravity value computed on the
 NC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0187.degrees latitude (g = 980.6199 gals.).
 NC0187
 NC0187.The modeled gravity was interpolated from observed gravity values.
 NC0187
 NC0187;                    North         East    Units  Estimated Accuracy
 NC0187;SPC NY W     -   239,010.      342,220.      MT  (+/- 180 meters Scaled)
 NC0187
 NC0187                          SUPERSEDED SURVEY CONTROL
 NC0187
 NC0187  NGVD 29 (??/??/92)  421.313  (m)         1382.26   (f) ADJ UNCH    1 1
 NC0187
 NC0187.Superseded values are not recommended for survey control.
 NC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0187.See file dsdata.txt to determine how the superseded data were derived.
 NC0187
 NC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG918692(NAD 83)
 NC0187_MARKER: DB = BENCH MARK DISK
 NC0187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC0187_SP_SET: CULVERT HEADWALL
 NC0187_STAMPING: D 120 1936
 NC0187_MARK LOGO: CGS   
 NC0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0187+STABILITY: SURFACE MOTION
 NC0187
 NC0187  HISTORY     - Date     Condition        Report By
 NC0187  HISTORY     - 1936     MONUMENTED       CGS
 NC0187  HISTORY     - 1967     GOOD             NGS
 NC0187  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0187  HISTORY     - 19910401 GOOD             LOCENG
 NC0187  HISTORY     - 20020521 GOOD             USPSQD
 NC0187
 NC0187                          STATION DESCRIPTION
 NC0187
 NC0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0187'2.1 MI E FROM SALAMANCA.
 NC0187'ABOUT 2.1 MILES EAST ALONG THE ERIE RAILROAD FROM THE PASSENGER
 NC0187'STATION AT SALAMANCA, 0.5 MILE EAST OF MILEPOST 411, 163 YARDS EAST OF
 NC0187'A BLACK TOPPED ROAD CROSSING, SET ON THE TOP OF THE WEST END OF THE
 NC0187'NORTH CONCRETE HEAD WALL FOR A DOUBLE 6-FOOT PIPE CULVERT UNDER THE
 NC0187'ERIE RAILROAD, AT MILEAGE 410.51, 15 FEET NORTH OF THE NORTH RAIL OF
 NC0187'THE WESTBOUND TRACK, 1.4 FEET EAST OF THE WEST END OF THE HEAD WALL
 NC0187'AND 5 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- MARK MAY ALSO BE
 NC0187'REACHED BY GOING 1.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO
 NC0187'RAILROAD FROM THE EAST SALAMANCA STATION AT SALAMANCA.  MARK IS 251
 NC0187'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE B AND
 NC0187'ORR.
 NC0187
 NC0187                          STATION RECOVERY (1983)
 NC0187
 NC0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0187'NOT RECOVERED, DESCRIBED LOCATION IS NOW COVERED OVER WITH RAILROAD
 NC0187'TIES.
 NC0187
 NC0187                          STATION RECOVERY (1991)
 NC0187
 NC0187'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 NC0187'RECOVERED IN GOOD CONDITION.
 NC0187
 NC0187                          STATION RECOVERY (2002)
 NC0187
 NC0187'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0349 ***********************************************************************
 OF0349  DESIGNATION -  D 122
 OF0349  PID         -  OF0349
 OF0349  STATE/COUNTY-  NY/OSWEGO
 OF0349  USGS QUAD   -  MALLORY (1978)
 OF0349
 OF0349                         *CURRENT SURVEY CONTROL
 OF0349  ___________________________________________________________________
 OF0349* NAD 83(1986)-  43 15 02.     (N)    076 00 03.     (W)     SCALED    
 OF0349* NAVD 88     -       120.332  (meters)     394.79   (feet)  ADJUSTED  
 OF0349  ___________________________________________________________________
 OF0349  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OF0349  DYNAMIC HT  -         120.305 (meters)     394.70  (feet)  COMP
 OF0349  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 OF0349
 OF0349  VERT ORDER  -  FIRST     CLASS II
 OF0349
 OF0349.The horizontal coordinates were scaled from a topographic map and have
 OF0349.an estimated accuracy of +/- 6 seconds.
 OF0349
 OF0349.The orthometric height was determined by differential leveling
 OF0349.and adjusted by the National Geodetic Survey in June 1991..
 OF0349
 OF0349.The geoid height was determined by GEOID03.
 OF0349
 OF0349.The dynamic height is computed by dividing the NAVD 88
 OF0349.geopotential number by the normal gravity value computed on the
 OF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0349.degrees latitude (g = 980.6199 gals.).
 OF0349
 OF0349.The modeled gravity was interpolated from observed gravity values.
 OF0349
 OF0349;                    North         East    Units  Estimated Accuracy
 OF0349;SPC NY C     -   361,170.      297,300.      MT  (+/- 180 meters Scaled)
 OF0349
 OF0349                          SUPERSEDED SURVEY CONTROL
 OF0349
 OF0349  NGVD 29 (??/??/92)  120.522  (m)          395.41   (f) ADJ UNCH    1 2
 OF0349
 OF0349.Superseded values are not recommended for survey control.
 OF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0349.See file dsdata.txt to determine how the superseded data were derived.
 OF0349
 OF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN187891(NAD 83)
 OF0349_MARKER: DB = BENCH MARK DISK
 OF0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0349_SP_SET: BRIDGE
 OF0349_STAMPING: D 122 1941
 OF0349_MARK LOGO: CGS   
 OF0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0349
 OF0349  HISTORY     - Date     Condition        Report By
 OF0349  HISTORY     - 1941     MONUMENTED       CGS
 OF0349  HISTORY     - 1942     GOOD             NGS
 OF0349  HISTORY     - 1982     GOOD             NGS
 OF0349
 OF0349                          STATION DESCRIPTION
 OF0349
 OF0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0349'0.1 MI E FROM CONSTANTIA.
 OF0349'0.1 MILE EAST ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD
 OF0349'FROM THE STATION, NOW ABANDONED, AT CONSTANTIA, OSWEGO COUNTY,
 OF0349'AT A BRIDGE, IN THE SOUTHWEST WING WALL, 60 FEET EAST OF THE
 OF0349'CENTERLINE OF A NORTH-AND-SOUTH PAVED ROAD, AND 7.5 FEET SOUTH OF
 OF0349'THE CENTERLINE OF THE TRACK. A STANDARD DISK, STAMPED D 122 1941.
 OF0349
 OF0349                          STATION RECOVERY (1982)
 OF0349
 OF0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0349'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0953 ***********************************************************************
 OE0953  DESIGNATION -  D 123
 OE0953  PID         -  OE0953
 OE0953  STATE/COUNTY-  NY/ONEIDA
 OE0953  USGS QUAD   -  VERONA (1955)
 OE0953
 OE0953                         *CURRENT SURVEY CONTROL
 OE0953  ___________________________________________________________________
 OE0953* NAD 83(1986)-  43 12 46.     (N)    075 34 18.     (W)     SCALED    
 OE0953* NAVD 88     -       124.761  (meters)     409.32   (feet)  ADJUSTED  
 OE0953  ___________________________________________________________________
 OE0953  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 OE0953  DYNAMIC HT  -         124.732 (meters)     409.22  (feet)  COMP
 OE0953  MODELED GRAV-     980,380.8   (mgal)                       NAVD 88
 OE0953
 OE0953  VERT ORDER  -  FIRST     CLASS II
 OE0953
 OE0953.The horizontal coordinates were scaled from a topographic map and have
 OE0953.an estimated accuracy of +/- 6 seconds.
 OE0953
 OE0953.The orthometric height was determined by differential leveling
 OE0953.and adjusted by the National Geodetic Survey in June 1991..
 OE0953
 OE0953.The geoid height was determined by GEOID03.
 OE0953
 OE0953.The dynamic height is computed by dividing the NAVD 88
 OE0953.geopotential number by the normal gravity value computed on the
 OE0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0953.degrees latitude (g = 980.6199 gals.).
 OE0953
 OE0953.The modeled gravity was interpolated from observed gravity values.
 OE0953
 OE0953;                    North         East    Units  Estimated Accuracy
 OE0953;SPC NY C     -   357,300.      332,200.      MT  (+/- 180 meters Scaled)
 OE0953
 OE0953                          SUPERSEDED SURVEY CONTROL
 OE0953
 OE0953  NGVD 29 (??/??/92)  124.934  (m)          409.89   (f) ADJ UNCH    1 2
 OE0953
 OE0953.Superseded values are not recommended for survey control.
 OE0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0953.See file dsdata.txt to determine how the superseded data were derived.
 OE0953
 OE0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN535846(NAD 83)
 OE0953_MARKER: DB = BENCH MARK DISK
 OE0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0953_SP_SET: CULVERT
 OE0953_STAMPING: D 123 1941
 OE0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0953
 OE0953  HISTORY     - Date     Condition        Report By
 OE0953  HISTORY     - 1941     MONUMENTED       CGS
 OE0953  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE0953  HISTORY     - 19980915 MARK NOT FOUND   USPSQD
 OE0953
 OE0953                          STATION DESCRIPTION
 OE0953
 OE0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OE0953'1.0 MI NE FROM NEW LONDON.
 OE0953'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 46 FROM NEW LONDON, ONEIDA
 OE0953'COUNTY, 146.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A DANCE HALL
 OE0953'IN 1941, AT A CONCRETE CULVERT, IN THE NORTH END OF THE EAST HEADWALL,
 OE0953'18.2 FEET FROM THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 OE0953'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 123 1941.
 OE0953
 OE0953                          STATION RECOVERY (1982)
 OE0953
 OE0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0953'NOT RECOVERED, THE MARK LOCATION HAS A PIPE CULVERT NOW, THE
 OE0953'MARK IS ASSUMED DESTROYED.
 OE0953
 OE0953                          STATION RECOVERY (1998)
 OE0953
 OE0953'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0978 ***********************************************************************
 NA0978  DESIGNATION -  D 124
 NA0978  PID         -  NA0978
 NA0978  STATE/COUNTY-  NY/ONEIDA
 NA0978  USGS QUAD   -  CASSVILLE (1943)
 NA0978
 NA0978                         *CURRENT SURVEY CONTROL
 NA0978  ___________________________________________________________________
 NA0978* NAD 83(1986)-  42 53 20.     (N)    075 14 59.     (W)     SCALED    
 NA0978* NAVD 88     -       368.092  (meters)    1207.65   (feet)  ADJUSTED  
 NA0978  ___________________________________________________________________
 NA0978  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NA0978  DYNAMIC HT  -         367.976 (meters)    1207.27  (feet)  COMP
 NA0978  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 NA0978
 NA0978  VERT ORDER  -  FIRST     CLASS II
 NA0978
 NA0978.The horizontal coordinates were scaled from a topographic map and have
 NA0978.an estimated accuracy of +/- 6 seconds.
 NA0978
 NA0978.The orthometric height was determined by differential leveling
 NA0978.and adjusted by the National Geodetic Survey in June 1991..
 NA0978
 NA0978.The geoid height was determined by GEOID03.
 NA0978
 NA0978.The dynamic height is computed by dividing the NAVD 88
 NA0978.geopotential number by the normal gravity value computed on the
 NA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0978.degrees latitude (g = 980.6199 gals.).
 NA0978
 NA0978.The modeled gravity was interpolated from observed gravity values.
 NA0978
 NA0978;                    North         East    Units  Estimated Accuracy
 NA0978;SPC NY C     -   321,690.      358,930.      MT  (+/- 180 meters Scaled)
 NA0978
 NA0978                          SUPERSEDED SURVEY CONTROL
 NA0978
 NA0978  NGVD 29 (??/??/92)  368.213  (m)         1208.05   (f) ADJ UNCH    1 2
 NA0978
 NA0978.Superseded values are not recommended for survey control.
 NA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0978.See file dsdata.txt to determine how the superseded data were derived.
 NA0978
 NA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN796485(NAD 83)
 NA0978_MARKER: DB = BENCH MARK DISK
 NA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0978_STAMPING: D 124 1941
 NA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0978+STABILITY: SURFACE MOTION
 NA0978
 NA0978  HISTORY     - Date     Condition        Report By
 NA0978  HISTORY     - 1941     MONUMENTED       CGS
 NA0978  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0978
 NA0978                          STATION DESCRIPTION
 NA0978
 NA0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA0978'1.9 MI N FROM BRIDGEWATER.
 NA0978'THIS MARK IS ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD, 1.9
 NA0978'MILES NORTH OF THE STATION AT BRIDGEWATER, ONEIDA COUNTY, 0.2 MILE
 NA0978'SOUTH OF THE 227 MILEPOST, 53 FEET SOUTHWEST OF A COUNTRY ROAD
 NA0978'CROSSING, 34 FEET WEST OF THE WEST RAIL OR THE TRACK, 22 FEET SOUTH
 NA0978'OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTHWEST OF A CROSSING
 NA0978'WARNING SIGN, AND IS SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 NA0978'WITH THE TRACK.
 NA0978
 NA0978                          STATION RECOVERY (1982)
 NA0978
 NA0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0978'NOT RECOVERED, INACCESSIBLE FROM STATE HIGHWAY 8.  NOTE--THE MILEAGE
 NA0978'FROM THE RAILROAD STATION WAS REPORTED TO BE 1.9 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1005 ***********************************************************************
 NA1005  DESIGNATION -  D 125
 NA1005  PID         -  NA1005
 NA1005  STATE/COUNTY-  NY/CHENANGO
 NA1005  USGS QUAD   -  NEW BERLIN SOUTH (1994)
 NA1005
 NA1005                         *CURRENT SURVEY CONTROL
 NA1005  ___________________________________________________________________
 NA1005* NAD 83(1986)-  42 33 13.     (N)    075 22 04.     (W)     SCALED    
 NA1005* NAVD 88     -       325.936  (meters)    1069.34   (feet)  ADJUSTED  
 NA1005  ___________________________________________________________________
 NA1005  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NA1005  DYNAMIC HT  -         325.823 (meters)    1068.97  (feet)  COMP
 NA1005  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 NA1005
 NA1005  VERT ORDER  -  FIRST     CLASS II
 NA1005
 NA1005.The horizontal coordinates were scaled from a topographic map and have
 NA1005.an estimated accuracy of +/- 6 seconds.
 NA1005
 NA1005.The orthometric height was determined by differential leveling
 NA1005.and adjusted by the National Geodetic Survey in June 1991..
 NA1005
 NA1005.The geoid height was determined by GEOID03.
 NA1005
 NA1005.The dynamic height is computed by dividing the NAVD 88
 NA1005.geopotential number by the normal gravity value computed on the
 NA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1005.degrees latitude (g = 980.6199 gals.).
 NA1005
 NA1005.The modeled gravity was interpolated from observed gravity values.
 NA1005
 NA1005;                    North         East    Units  Estimated Accuracy
 NA1005;SPC NY C     -   284,300.      349,830.      MT  (+/- 180 meters Scaled)
 NA1005
 NA1005                          SUPERSEDED SURVEY CONTROL
 NA1005
 NA1005  NGVD 29 (??/??/92)  326.046  (m)         1069.70   (f) ADJ UNCH    1 2
 NA1005
 NA1005.Superseded values are not recommended for survey control.
 NA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1005.See file dsdata.txt to determine how the superseded data were derived.
 NA1005
 NA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN698113(NAD 83)
 NA1005_MARKER: DB = BENCH MARK DISK
 NA1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1005_SP_SET: CULVERT
 NA1005_STAMPING: D 125 1941
 NA1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1005
 NA1005  HISTORY     - Date     Condition        Report By
 NA1005  HISTORY     - 1941     MONUMENTED       CGS
 NA1005  HISTORY     - 1976     GOOD             NGS
 NA1005  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1005
 NA1005                          STATION DESCRIPTION
 NA1005
 NA1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1005'1.8 MI N FROM SOUTH NEW BERLIN.
 NA1005'THIS MARK IS ALONG THE NEW YORK, WESTERN AND ONTARIO RAILROAD, 1.8
 NA1005'MILES NORTH OF THE STATION AT SOUTH NEW BERLIN, SET IN THE NORTH END
 NA1005'OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER NEW YORK STATE
 NA1005'HIGHWAY NUMBER 8, 165 FEET SOUTH OF THE CROSSING, 70 FEET SOUTH OF
 NA1005'TELEPHONE POLE NUMBER C AND U-397 15 FEET WEST OF THE WEST RAIL OF
 NA1005'THE TRACK AND 13.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 NA1005'ABOUT 2 FEET HIGHER THAN THE TRACK.
 NA1005
 NA1005                          STATION RECOVERY (1976)
 NA1005
 NA1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1005'RECOVERED IN GOOD CONDITION.
 NA1005
 NA1005                          STATION RECOVERY (1982)
 NA1005
 NA1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1005'NOT RECOVERED, THE HIGHWAY WAS RECONSTRUCTED AND THE CULVERT DESTROYED
 NA1005'AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1245 ***********************************************************************
 NA1245  DESIGNATION -  D 126
 NA1245  PID         -  NA1245
 NA1245  STATE/COUNTY-  NY/DELAWARE
 NA1245  USGS QUAD   -  UNADILLA (1982)
 NA1245
 NA1245                         *CURRENT SURVEY CONTROL
 NA1245  ___________________________________________________________________
 NA1245* NAD 83(1986)-  42 17 59.     (N)    075 18 27.     (W)     SCALED    
 NA1245* NAVD 88     -       385.090  (meters)    1263.42   (feet)  ADJUSTED  
 NA1245  ___________________________________________________________________
 NA1245  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 NA1245  DYNAMIC HT  -         384.950 (meters)    1262.96  (feet)  COMP
 NA1245  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 NA1245
 NA1245  VERT ORDER  -  FIRST     CLASS II
 NA1245
 NA1245.The horizontal coordinates were scaled from a topographic map and have
 NA1245.an estimated accuracy of +/- 6 seconds.
 NA1245
 NA1245.The orthometric height was determined by differential leveling
 NA1245.and adjusted by the National Geodetic Survey in June 1991..
 NA1245
 NA1245.The geoid height was determined by GEOID03.
 NA1245
 NA1245.The dynamic height is computed by dividing the NAVD 88
 NA1245.geopotential number by the normal gravity value computed on the
 NA1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1245.degrees latitude (g = 980.6199 gals.).
 NA1245
 NA1245.The modeled gravity was interpolated from observed gravity values.
 NA1245
 NA1245;                    North         East    Units  Estimated Accuracy
 NA1245;SPC NY E     -   385,200.       83,420.      MT  (+/- 180 meters Scaled)
 NA1245
 NA1245                          SUPERSEDED SURVEY CONTROL
 NA1245
 NA1245  NGVD 29 (??/??/92)  385.210  (m)         1263.81   (f) ADJ UNCH    1 2
 NA1245
 NA1245.Superseded values are not recommended for survey control.
 NA1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1245.See file dsdata.txt to determine how the superseded data were derived.
 NA1245
 NA1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM746831(NAD 83)
 NA1245_MARKER: DB = BENCH MARK DISK
 NA1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1245_SP_SET: BRIDGE
 NA1245_STAMPING: D 126 1941
 NA1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1245
 NA1245  HISTORY     - Date     Condition        Report By
 NA1245  HISTORY     - 1941     MONUMENTED       CGS
 NA1245
 NA1245                          STATION DESCRIPTION
 NA1245
 NA1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1245'0.5 MI E FROM YOUNGS.
 NA1245'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 0.5
 NA1245'MILE EAST OF THE STATION AT YOUNGS, DELAWARE COUNTY, SET IN THE SOUTH
 NA1245'END OF THE WEST ABUTMENT OF A RAILROAD BRIDGE NUMBER 226, 5 FEET
 NA1245'SOUTH OF THE SOUTH RAIL AND ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1272 ***********************************************************************
 NA1272  DESIGNATION -  D 127
 NA1272  PID         -  NA1272
 NA1272  STATE/COUNTY-  NY/DELAWARE
 NA1272  USGS QUAD   -  READBURN (1965)
 NA1272
 NA1272                         *CURRENT SURVEY CONTROL
 NA1272  ___________________________________________________________________
 NA1272* NAD 83(1986)-  42 04 50.     (N)    075 12 50.     (W)     SCALED    
 NA1272* NAVD 88     -       404.896  (meters)    1328.40   (feet)  ADJUSTED  
 NA1272  ___________________________________________________________________
 NA1272  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 NA1272  DYNAMIC HT  -         404.751 (meters)    1327.92  (feet)  COMP
 NA1272  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 NA1272
 NA1272  VERT ORDER  -  FIRST     CLASS II
 NA1272
 NA1272.The horizontal coordinates were scaled from a topographic map and have
 NA1272.an estimated accuracy of +/- 6 seconds.
 NA1272
 NA1272.The orthometric height was determined by differential leveling
 NA1272.and adjusted by the National Geodetic Survey in June 1991..
 NA1272
 NA1272.The geoid height was determined by GEOID03.
 NA1272
 NA1272.The dynamic height is computed by dividing the NAVD 88
 NA1272.geopotential number by the normal gravity value computed on the
 NA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1272.degrees latitude (g = 980.6199 gals.).
 NA1272
 NA1272.The modeled gravity was interpolated from observed gravity values.
 NA1272
 NA1272;                    North         East    Units  Estimated Accuracy
 NA1272;SPC NY E     -   360,790.       90,930.      MT  (+/- 180 meters Scaled)
 NA1272
 NA1272                          SUPERSEDED SURVEY CONTROL
 NA1272
 NA1272  NGVD 29 (??/??/92)  405.030  (m)         1328.84   (f) ADJ UNCH    1 2
 NA1272
 NA1272.Superseded values are not recommended for survey control.
 NA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1272.See file dsdata.txt to determine how the superseded data were derived.
 NA1272
 NA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM823587(NAD 83)
 NA1272_MARKER: DB = BENCH MARK DISK
 NA1272_SETTING: 80 = SET IN A BOULDER
 NA1272_SP_SET: BOULDER
 NA1272_STAMPING: D 127 1941
 NA1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1272+STABILITY: SURFACE MOTION
 NA1272
 NA1272  HISTORY     - Date     Condition        Report By
 NA1272  HISTORY     - 1941     MONUMENTED       CGS
 NA1272
 NA1272                          STATION DESCRIPTION
 NA1272
 NA1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1272'1.7 MI S FROM ROCK RIFT.
 NA1272'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 1.7
 NA1272'MILES SOUTH OF THE STATION AT ROCK RIFT, DELAWARE COUNTY, 0.1 MILE
 NA1272'WEST OF MILEPOST 170, SET IN A LARGE BOULDER 48 FEET NORTH OF THE
 NA1272'NORTH RAIL OF THE MAIN TRACK, 6 FEET LOWER THAN THE RAIL, AND IS A
 NA1272'STANDARD DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1339 ***********************************************************************
 NA1339  DESIGNATION -  D 128
 NA1339  PID         -  NA1339
 NA1339  STATE/COUNTY-  NY/DELAWARE
 NA1339  USGS QUAD   -  CANNONSVILLE RESERVOIR (1981)
 NA1339
 NA1339                         *CURRENT SURVEY CONTROL
 NA1339  ___________________________________________________________________
 NA1339* NAD 83(1986)-  42 00 33.     (N)    075 22 00.     (W)     SCALED    
 NA1339* NAVD 88     -       295.147  (meters)     968.33   (feet)  ADJUSTED  
 NA1339  ___________________________________________________________________
 NA1339  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 NA1339  DYNAMIC HT  -         295.045 (meters)     967.99  (feet)  COMP
 NA1339  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NA1339
 NA1339  VERT ORDER  -  FIRST     CLASS II
 NA1339
 NA1339.The horizontal coordinates were scaled from a topographic map and have
 NA1339.an estimated accuracy of +/- 6 seconds.
 NA1339
 NA1339.The orthometric height was determined by differential leveling
 NA1339.and adjusted by the National Geodetic Survey in June 1991..
 NA1339
 NA1339.The geoid height was determined by GEOID03.
 NA1339
 NA1339.The dynamic height is computed by dividing the NAVD 88
 NA1339.geopotential number by the normal gravity value computed on the
 NA1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1339.degrees latitude (g = 980.6199 gals.).
 NA1339
 NA1339.The modeled gravity was interpolated from observed gravity values.
 NA1339
 NA1339;                    North         East    Units  Estimated Accuracy
 NA1339;SPC NY E     -   352,980.       78,210.      MT  (+/- 180 meters Scaled)
 NA1339
 NA1339                          SUPERSEDED SURVEY CONTROL
 NA1339
 NA1339  NGVD 29 (??/??/92)  295.30   (m)          968.8    (f) COMPUTED    1 2
 NA1339
 NA1339.Superseded values are not recommended for survey control.
 NA1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1339.See file dsdata.txt to determine how the superseded data were derived.
 NA1339
 NA1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM696508(NAD 83)
 NA1339_MARKER: DB = BENCH MARK DISK
 NA1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1339_STAMPING: D 128 1941
 NA1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1339+STABILITY: SURFACE MOTION
 NA1339
 NA1339  HISTORY     - Date     Condition        Report By
 NA1339  HISTORY     - 1941     MONUMENTED       CGS
 NA1339  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1339
 NA1339                          STATION DESCRIPTION
 NA1339
 NA1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1339'5.9 MI S FROM HALE EDDY.
 NA1339'THIS MARK IS ALONG THE ERIE RAILROAD, 1 MILE EAST HALE EDDY, DELAWARE
 NA1339'COUNTY, 5.9 MILES SOUTH OF THE STATION AT DEPOSIT, BROOME COUNTY, 0.2
 NA1339'MILE WEST OF MILEPOST JC 170, 36 FEET SOUTHEAST OF A FARM CROSSING,
 NA1339'21 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, AND IS SET
 NA1339'IN THE TOP OF A CONCRETE POST.
 NA1339
 NA1339                          STATION RECOVERY (1982)
 NA1339
 NA1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1339'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF POST OR DISK
 NA1339'BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1024 ***********************************************************************
 OF1024  DESIGNATION -  D 129
 OF1024  PID         -  OF1024
 OF1024  STATE/COUNTY-  NY/MONROE
 OF1024  USGS QUAD   -  ROCHESTER WEST (1978)
 OF1024
 OF1024                         *CURRENT SURVEY CONTROL
 OF1024  ___________________________________________________________________
 OF1024* NAD 83(1996)-  43 14 09.50006(N)    077 37 43.83523(W)     ADJUSTED  
 OF1024* NAVD 88     -       109.117  (meters)     357.99   (feet)  ADJUSTED  
 OF1024  ___________________________________________________________________
 OF1024  X           -     997,108.833 (meters)                     COMP
 OF1024  Y           -  -4,546,021.707 (meters)                     COMP
 OF1024  Z           -   4,346,687.788 (meters)                     COMP
 OF1024  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OF1024  ELLIP HEIGHT-          73.30  (meters)          (02/26/03) GPS OBS
 OF1024  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OF1024  DYNAMIC HT  -         109.091 (meters)     357.91  (feet)  COMP
 OF1024  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 OF1024
 OF1024  HORZ ORDER  -  FIRST
 OF1024  VERT ORDER  -  FIRST     CLASS II
 OF1024  ELLP ORDER  -  FOURTH    CLASS I
 OF1024
 OF1024.The horizontal coordinates were established by GPS observations
 OF1024.and adjusted by the National Geodetic Survey in September 2000..
 OF1024
 OF1024.The orthometric height was determined by differential leveling
 OF1024.and adjusted by the National Geodetic Survey in September 1994..
 OF1024
 OF1024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OF1024
 OF1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1024
 OF1024.The ellipsoidal height was determined by GPS observations
 OF1024.and is referenced to NAD 83.
 OF1024
 OF1024.The geoid height was determined by GEOID03.
 OF1024
 OF1024.The dynamic height is computed by dividing the NAVD 88
 OF1024.geopotential number by the normal gravity value computed on the
 OF1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1024.degrees latitude (g = 980.6199 gals.).
 OF1024
 OF1024.The modeled gravity was interpolated from observed gravity values.
 OF1024
 OF1024;                    North         East     Units Scale Factor Converg.
 OF1024;SPC NY W     -   359,826.105   427,526.937   MT  1.00001141   +0 39 13.9
 OF1024;SPC NY W     - 1,180,529.48  1,402,644.63   sFT  1.00001141   +0 39 13.9
 OF1024;UTM  18      - 4,790,375.262   286,544.399   MT  1.00016052   -1 48 05.2
 OF1024
 OF1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1024!SPC NY W     -   0.99998851  x   1.00001141  =   0.99999992
 OF1024!UTM  18      -   0.99998851  x   1.00016052  =   1.00014902
 OF1024
 OF1024                          SUPERSEDED SURVEY CONTROL
 OF1024
 OF1024  ELLIP H (09/12/00)   73.32   (m)                       GP(       ) 1 1
 OF1024  NAVD 88 (06/15/91)  109.132  (m)          358.04   (f) UNKNOWN     1 2
 OF1024  NGVD 29 (??/??/92)  109.313  (m)          358.64   (f) ADJ UNCH    1 2
 OF1024
 OF1024.Superseded values are not recommended for survey control.
 OF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1024.See file dsdata.txt to determine how the superseded data were derived.
 OF1024
 OF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8654490375(NAD 83)
 OF1024_MARKER: DB = BENCH MARK DISK
 OF1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1024_STAMPING: D 129 1941
 OF1024_MARK LOGO: CGS   
 OF1024_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1024+STABILITY: SURFACE MOTION
 OF1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1024+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2000
 OF1024
 OF1024  HISTORY     - Date     Condition        Report By
 OF1024  HISTORY     - 1941     MONUMENTED       CGS
 OF1024  HISTORY     - 20000410 GOOD             NGS
 OF1024
 OF1024                          STATION DESCRIPTION
 OF1024
 OF1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF1024'AT ROCHESTER.
 OF1024'AT ROCHESTER, 2.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
 OF1024'RAILROAD FROM THE N.Y.C. DRAW BRIDGE OVER GENESEE RIVER, AT THE
 OF1024'CROSSING OF THE TRACKS AND BRITTON ROAD, 58.5 FEET SOUTH OF THE
 OF1024'CENTER-LINE OF THE STREET, 25.8 FEET EAST OF THE EAST RAIL OF THE
 OF1024'TRACK, 8.2 FEET NORTH OF THE FIRST TELEGRAPH POLE SOUTH OF CROSSING,
 OF1024'1 FOOT WEST OF A WHITE MARKER POST STENCILED USBM, LEVEL WITH THE
 OF1024'TRACK. A STANDARD DISK STAMPED D-129 1941 AND SET IN THE TOP OF A
 OF1024'PRE-CAST CONCRETE POST.
 OF1024
 OF1024                          STATION RECOVERY (2000)
 OF1024
 OF1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 OF1024'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE NORTH SIDE
 OF1024'OF ROCHESTER, 3.2 KM (2.00 MI) SOUTHWEST OF THE SOUTHWEST SHORE OF
 OF1024'LAKE ONTARIO, AND 3.2 KM (2.00 MI) NORTHEAST OF GREECE.  ALONG THE
 OF1024'SOUTH SIDE OF BRITTON ROAD, IN THE SOUTHEAST QUADRANT OF THE JUNCTION
 OF1024'OF BRITTON ROAD AND AN OLD ABANDONED RAILROAD BED.
 OF1024'OWNERSHIP--UNKNOWN.
 OF1024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 390
 OF1024'(EXIT 26) NEAR THE NORTHEAST EDGE OF GREECE, GO EAST FOR 1.6 KM (1.00
 OF1024'MI) ON HIGHWAY 18 (LATTA ROAD) TO WHERE HIGHWAY 18 TURNS SOUTH AT
 OF1024'DEWEY AVENUE.  TURN RIGHT, SOUTH FOR 1.77 KM (1.10 MI) ON THE AVENUE
 OF1024'TO THE JUNCTION OF BRITTON ROAD ON THE LEFT.  TURN LEFT, EAST FOR 1.43
 OF1024'KM (0.90 MI) ON BRITTON ROAD TO THE ABANDONED RAILROAD BED AND THE
 OF1024'STATION ON THE RIGHT.
 OF1024'STATION IS 17.4 M (57.1 FT) SOUTH-SOUTHWEST OF THE BRITTON ROAD
 OF1024'CENTER, 6.3 M (20.7 FT) EAST-SOUTHEAST OF THE RAILROAD BED CENTER,
 OF1024'3.35 M (10.99 FT) SOUTHEAST OF THE EAST 1 OF 3 METAL GATE POSTS, 0.2 M
 OF1024'(0.7 FT) SOUTHWEST OF A METAL WITNESS POST, AND THE MONUMENT IS ABOUT
 OF1024'0.3 M (1.0 FT) BELOW THE ROAD LEVEL AND RECESSED 0.3 M (1.0 FT) BELOW
 OF1024'THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1264 ***********************************************************************
 NB1264  DESIGNATION -  D 130
 NB1264  PID         -  NB1264
 NB1264  STATE/COUNTY-  NY/MONROE
 NB1264  USGS QUAD   -  RUSH (1976)
 NB1264
 NB1264                         *CURRENT SURVEY CONTROL
 NB1264  ___________________________________________________________________
 NB1264* NAD 83(1986)-  42 56 28.     (N)    077 44 02.     (W)     SCALED    
 NB1264* NAVD 88     -       173.449  (meters)     569.06   (feet)  ADJUSTED  
 NB1264  ___________________________________________________________________
 NB1264  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NB1264  DYNAMIC HT  -         173.403 (meters)     568.91  (feet)  COMP
 NB1264  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 NB1264
 NB1264  VERT ORDER  -  FIRST     CLASS II
 NB1264
 NB1264.The horizontal coordinates were scaled from a topographic map and have
 NB1264.an estimated accuracy of +/- 6 seconds.
 NB1264
 NB1264.The orthometric height was determined by differential leveling
 NB1264.and adjusted by the National Geodetic Survey in June 1991..
 NB1264
 NB1264.The geoid height was determined by GEOID03.
 NB1264
 NB1264.The dynamic height is computed by dividing the NAVD 88
 NB1264.geopotential number by the normal gravity value computed on the
 NB1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1264.degrees latitude (g = 980.6199 gals.).
 NB1264
 NB1264.The modeled gravity was interpolated from observed gravity values.
 NB1264
 NB1264;                    North         East    Units  Estimated Accuracy
 NB1264;SPC NY W     -   326,980.      419,330.      MT  (+/- 180 meters Scaled)
 NB1264
 NB1264                          SUPERSEDED SURVEY CONTROL
 NB1264
 NB1264  NGVD 29 (??/??/92)  173.615  (m)          569.60   (f) ADJ UNCH    1 2
 NB1264
 NB1264.Superseded values are not recommended for survey control.
 NB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1264.See file dsdata.txt to determine how the superseded data were derived.
 NB1264
 NB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN769579(NAD 83)
 NB1264_MARKER: DB = BENCH MARK DISK
 NB1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1264_SP_SET: CULVERT
 NB1264_STAMPING: D-130 1941
 NB1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1264
 NB1264  HISTORY     - Date     Condition        Report By
 NB1264  HISTORY     - 1941     MONUMENTED       CGS
 NB1264  HISTORY     - 19910602 GOOD             USPSQD
 NB1264
 NB1264                          STATION DESCRIPTION
 NB1264
 NB1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1264'2.0 MI NE FROM AVON.
 NB1264'2.0 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT AVON,
 NB1264'SET IN THE CENTER OF THE EAST HEADWALL OF STONE CULVERT NO. 368-29,
 NB1264'ABOUT 150 FEET NORTH OF THE MONROE AND LIVINGSTON COUNTY LINE, 12
 NB1264'FEET EAST OF THE EAST RAIL OF TRACK, ABOUT 30 FEET WEST OF THE AVON
 NB1264'ROAD, 18 FEET SOUTHWEST OF THE SECOND POWER-LINE POLE SOUTH OF A
 NB1264'PRIVATE ROAD CROSSING. A STANDARD DISK STAMPED D-130 1941.
 NB1264
 NB1264                          STATION RECOVERY (1991)
 NB1264
 NB1264'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1297 ***********************************************************************
 NB1297  DESIGNATION -  D 131
 NB1297  PID         -  NB1297
 NB1297  STATE/COUNTY-  NY/LIVINGSTON
 NB1297  USGS QUAD   -  SONYEA (1976)
 NB1297
 NB1297                         *CURRENT SURVEY CONTROL
 NB1297  ___________________________________________________________________
 NB1297* NAD 83(1986)-  42 41 55.     (N)    077 51 24.     (W)     SCALED    
 NB1297* NAVD 88     -       183.385  (meters)     601.66   (feet)  ADJUSTED  
 NB1297  ___________________________________________________________________
 NB1297  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NB1297  DYNAMIC HT  -         183.333 (meters)     601.49  (feet)  COMP
 NB1297  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 NB1297
 NB1297  VERT ORDER  -  FIRST     CLASS II
 NB1297
 NB1297.The horizontal coordinates were scaled from a topographic map and have
 NB1297.an estimated accuracy of +/- 6 seconds.
 NB1297
 NB1297.The orthometric height was determined by differential leveling
 NB1297.and adjusted by the National Geodetic Survey in June 1991..
 NB1297
 NB1297.The geoid height was determined by GEOID03.
 NB1297
 NB1297.The dynamic height is computed by dividing the NAVD 88
 NB1297.geopotential number by the normal gravity value computed on the
 NB1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1297.degrees latitude (g = 980.6199 gals.).
 NB1297
 NB1297.The modeled gravity was interpolated from observed gravity values.
 NB1297
 NB1297;                    North         East    Units  Estimated Accuracy
 NB1297;SPC NY W     -   299,950.      409,540.      MT  (+/- 180 meters Scaled)
 NB1297
 NB1297                          SUPERSEDED SURVEY CONTROL
 NB1297
 NB1297  NGVD 29 (??/??/92)  183.552  (m)          602.20   (f) ADJ UNCH    1 2
 NB1297
 NB1297.Superseded values are not recommended for survey control.
 NB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1297.See file dsdata.txt to determine how the superseded data were derived.
 NB1297
 NB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN660313(NAD 83)
 NB1297_MARKER: DB = BENCH MARK DISK
 NB1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1297_SP_SET: CULVERT
 NB1297_STAMPING: D-131 1941
 NB1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1297
 NB1297  HISTORY     - Date     Condition        Report By
 NB1297  HISTORY     - 1941     MONUMENTED       CGS
 NB1297
 NB1297                          STATION DESCRIPTION
 NB1297
 NB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1297'1.8 MI NW FROM SONYEA.
 NB1297'1.8 MILES NORTHWEST ALONG PENNSYLVANIA RAILROAD FROM STATION AT
 NB1297'SONYEA, 5, RAILS SOUTHEAST OF MILE POST NO. 39, SET IN THE SOUTHWEST
 NB1297'CORNER OF THE NORTHWEST HEADWALL OF STONE CULVERT, ABOUT 400 FEET
 NB1297'NORTHEAST OF A LARGE RED BARN ON THE SOUTHWEST SIDE OF THE HIGHWAY,
 NB1297'14.6 FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 11.5 FEET EAST OF
 NB1297'FIRST
 NB1297'TELEGRAPH POLE SOUTHEAST OF PRIVATE ROAD CROSSING, 1 FOOT NORTHEAST
 NB1297'OF THE SOUTHWEST EDGE OF HEADWALL, ABOUT 4 FEET BELOW TRACK LEVEL. A
 NB1297'STANDARD DISK STAMPED D-131 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1220 ***********************************************************************
 NB1220  DESIGNATION -  D 133
 NB1220  PID         -  NB1220
 NB1220  STATE/COUNTY-  NY/ALLEGANY
 NB1220  USGS QUAD   -  ANDOVER (1976)
 NB1220
 NB1220                         *CURRENT SURVEY CONTROL
 NB1220  ___________________________________________________________________
 NB1220* NAD 83(1986)-  42 14 57.     (N)    077 46 00.     (W)     SCALED    
 NB1220* NAVD 88     -       511.773  (meters)    1679.04   (feet)  ADJUSTED  
 NB1220  ___________________________________________________________________
 NB1220  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NB1220  DYNAMIC HT  -         511.575 (meters)    1678.39  (feet)  COMP
 NB1220  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 NB1220
 NB1220  VERT ORDER  -  FIRST     CLASS II
 NB1220
 NB1220.The horizontal coordinates were scaled from a topographic map and have
 NB1220.an estimated accuracy of +/- 6 seconds.
 NB1220
 NB1220.The orthometric height was determined by differential leveling
 NB1220.and adjusted by the National Geodetic Survey in June 1991..
 NB1220
 NB1220.The geoid height was determined by GEOID03.
 NB1220
 NB1220.The dynamic height is computed by dividing the NAVD 88
 NB1220.geopotential number by the normal gravity value computed on the
 NB1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1220.degrees latitude (g = 980.6199 gals.).
 NB1220
 NB1220.The modeled gravity was interpolated from observed gravity values.
 NB1220
 NB1220;                    North         East    Units  Estimated Accuracy
 NB1220;SPC NY W     -   250,090.      417,390.      MT  (+/- 180 meters Scaled)
 NB1220
 NB1220                          SUPERSEDED SURVEY CONTROL
 NB1220
 NB1220  NGVD 29 (??/??/92)  511.908  (m)         1679.48   (f) ADJ UNCH    1 2
 NB1220
 NB1220.Superseded values are not recommended for survey control.
 NB1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1220.See file dsdata.txt to determine how the superseded data were derived.
 NB1220
 NB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM717811(NAD 83)
 NB1220_MARKER: DB = BENCH MARK DISK
 NB1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1220_SP_SET: BRIDGE
 NB1220_STAMPING: D-133 1941
 NB1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1220
 NB1220  HISTORY     - Date     Condition        Report By
 NB1220  HISTORY     - 1941     MONUMENTED       CGS
 NB1220  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1220
 NB1220                          STATION DESCRIPTION
 NB1220
 NB1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1220'1.4 MI SW FROM ALFRED.
 NB1220'1.4 MILES SOUTHWEST ALONG ERIE RAILROAD FROM STATION AT ALFRED, 0.1
 NB1220'MILE NORTH OF MILE POST NO. 342, SET IN THE NORTH END OF THE WEST
 NB1220'HEADWALL OF BRIDGE NO. 341-89, 35 FEET NORTH OF PUBLIC ROAD CROSSING,
 NB1220'4.9 FEET WEST OF THE WEST RAIL OF TRACK, 1.2 FEET SOUTH OF THE NORTH
 NB1220'END OF HEADWALL, 0.8 FOOT EAST OF THE WEST EDGE OF THE HEADWALL. A
 NB1220'STANDARD DISK STAMPED NO. D-133 1941.
 NB1220
 NB1220                          STATION RECOVERY (1983)
 NB1220
 NB1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1220'NOT RECOVERED, THE HEADWALL WAS REBUILT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1061 ***********************************************************************
 NB1061  DESIGNATION -  D 134
 NB1061  PID         -  NB1061
 NB1061  STATE/COUNTY-  NY/STEUBEN
 NB1061  USGS QUAD   -  CAMERON (1976)
 NB1061
 NB1061                         *CURRENT SURVEY CONTROL
 NB1061  ___________________________________________________________________
 NB1061* NAD 83(1986)-  42 13 26.     (N)    077 25 08.     (W)     SCALED    
 NB1061* NAVD 88     -       322.420  (meters)    1057.81   (feet)  ADJUSTED  
 NB1061  ___________________________________________________________________
 NB1061  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NB1061  DYNAMIC HT  -         322.303 (meters)    1057.42  (feet)  COMP
 NB1061  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 NB1061
 NB1061  VERT ORDER  -  FIRST     CLASS II
 NB1061
 NB1061.The horizontal coordinates were scaled from a topographic map and have
 NB1061.an estimated accuracy of +/- 6 seconds.
 NB1061
 NB1061.The orthometric height was determined by differential leveling
 NB1061.and adjusted by the National Geodetic Survey in June 1991..
 NB1061
 NB1061.The geoid height was determined by GEOID03.
 NB1061
 NB1061.The dynamic height is computed by dividing the NAVD 88
 NB1061.geopotential number by the normal gravity value computed on the
 NB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1061.degrees latitude (g = 980.6199 gals.).
 NB1061
 NB1061.The modeled gravity was interpolated from observed gravity values.
 NB1061
 NB1061;                    North         East    Units  Estimated Accuracy
 NB1061;SPC NY C     -   247,300.      181,020.      MT  (+/- 180 meters Scaled)
 NB1061
 NB1061                          SUPERSEDED SURVEY CONTROL
 NB1061
 NB1061  NGVD 29 (??/??/92)  322.596  (m)         1058.38   (f) ADJ UNCH    1 2
 NB1061
 NB1061.Superseded values are not recommended for survey control.
 NB1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1061.See file dsdata.txt to determine how the superseded data were derived.
 NB1061
 NB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM003774(NAD 83)
 NB1061_MARKER: DB = BENCH MARK DISK
 NB1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1061_SP_SET: BRIDGE ABUTMENT
 NB1061_STAMPING: D-134 1941
 NB1061_MARK LOGO: CGS   
 NB1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1061
 NB1061  HISTORY     - Date     Condition        Report By
 NB1061  HISTORY     - 1941     MONUMENTED       CGS
 NB1061  HISTORY     - 1983     GOOD             NGS
 NB1061  HISTORY     - 1990     GOOD             USPSQD
 NB1061  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NB1061
 NB1061                          STATION DESCRIPTION
 NB1061
 NB1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1061'2.1 MI NW FROM CAMERON.
 NB1061'2.1 MILES NORTHWEST ALONG ERIE RAILROAD FROM STATION AT CAMERON, 0.2
 NB1061'MILE NORTHWEST OF MILE POST NO. 316, SET IN THE SOUTHEAST CORNER OF
 NB1061'THE SOUTHWEST ABUTMENT OF A CONCRETE HIGHWAY
 NB1061'BRIDGE NO. 119-10, 25.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NB1061'TRACK, 14.7 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.7
 NB1061'FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST CONCRETE
 NB1061'WALL. A STANDARD DISK STAMPED D-134 1941.
 NB1061
 NB1061                          STATION RECOVERY (1983)
 NB1061
 NB1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1061'RECOVERED IN GOOD CONDITION.
 NB1061
 NB1061                          STATION RECOVERY (1990)
 NB1061
 NB1061'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1061'RECOVERED IN GOOD CONDITION.
 NB1061
 NB1061                          STATION RECOVERY (2002)
 NB1061
 NB1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1073 ***********************************************************************
 NB1073  DESIGNATION -  D 135 RESET 1968
 NB1073  PID         -  NB1073
 NB1073  STATE/COUNTY-  NY/STEUBEN
 NB1073  USGS QUAD   -  CORNING (1976)
 NB1073
 NB1073                         *CURRENT SURVEY CONTROL
 NB1073  ___________________________________________________________________
 NB1073* NAD 83(1986)-  42 09 02.     (N)    077 05 55.     (W)     SCALED    
 NB1073* NAVD 88     -       288.45   (+/-2cm)     946.4    (feet)  VERTCON   
 NB1073  ___________________________________________________________________
 NB1073  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NB1073
 NB1073  VERT ORDER  -  THIRD (See Below)
 NB1073
 NB1073.The horizontal coordinates were scaled from a topographic map and have
 NB1073.an estimated accuracy of +/- 6 seconds.
 NB1073
 NB1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1073.The vertical order pertains to the NGVD 29 superseded value.
 NB1073
 NB1073.The geoid height was determined by GEOID03.
 NB1073
 NB1073;                    North         East    Units  Estimated Accuracy
 NB1073;SPC NY C     -   238,940.      207,410.      MT  (+/- 180 meters Scaled)
 NB1073
 NB1073                          SUPERSEDED SURVEY CONTROL
 NB1073
 NB1073  NGVD 29 (09/01/04)  288.61   (m)          946.9    (f) RESET       3  
 NB1073
 NB1073.Superseded values are not recommended for survey control.
 NB1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1073.See file dsdata.txt to determine how the superseded data were derived.
 NB1073
 NB1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM266686(NAD 83)
 NB1073_MARKER: DB = BENCH MARK DISK
 NB1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1073_SP_SET: BRIDGE
 NB1073_STAMPING: D 135 RESET 1968
 NB1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1073
 NB1073  HISTORY     - Date     Condition        Report By
 NB1073  HISTORY     - 1968     MONUMENTED       CGS
 NB1073  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1073  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NB1073
 NB1073                          STATION DESCRIPTION
 NB1073
 NB1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NB1073'0.8 MI SW FROM PAINTED POST.
 NB1073'ABOUT 0.8 MILE SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION IN
 NB1073'PAINTED POST, 0.2 MILE NORTHEAST OF MILE POST NO. 293, SET IN THE TOP
 NB1073'OF THE NORTHWEST WINGWALL OF BRIDGE NO. 292.79, 28 FEET WEST OF A
 NB1073'TELEPHONE POLE, 7.5 FEET NORTH OF THE NORTH RAIL AND IS ABOUT 2 FEET
 NB1073'BELOW THE LEVEL OF THE RAILROAD.
 NB1073
 NB1073                          STATION RECOVERY (1983)
 NB1073
 NB1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1073'NOT RECOVERED, ONLY THE STEM OF THE DISK WAS FOUND.
 NB1073
 NB1073                          STATION RECOVERY (2001)
 NB1073
 NB1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB1073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0265 ***********************************************************************
 NB0265  DESIGNATION -  D 136
 NB0265  PID         -  NB0265
 NB0265  STATE/COUNTY-  NY/TIOGA
 NB0265  USGS QUAD   -  BARTON (1976)
 NB0265
 NB0265                         *CURRENT SURVEY CONTROL
 NB0265  ___________________________________________________________________
 NB0265* NAD 83(1986)-  42 01 47.     (N)    076 28 14.     (W)     SCALED    
 NB0265* NAVD 88     -       241.500  (meters)     792.32   (feet)  ADJUSTED  
 NB0265  ___________________________________________________________________
 NB0265  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0265  DYNAMIC HT  -         241.405 (meters)     792.01  (feet)  COMP
 NB0265  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 NB0265
 NB0265  VERT ORDER  -  FIRST     CLASS II
 NB0265
 NB0265.The horizontal coordinates were scaled from a topographic map and have
 NB0265.an estimated accuracy of +/- 6 seconds.
 NB0265
 NB0265.The orthometric height was determined by differential leveling
 NB0265.and adjusted by the National Geodetic Survey in June 1991..
 NB0265
 NB0265.The geoid height was determined by GEOID03.
 NB0265
 NB0265.The dynamic height is computed by dividing the NAVD 88
 NB0265.geopotential number by the normal gravity value computed on the
 NB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0265.degrees latitude (g = 980.6199 gals.).
 NB0265
 NB0265.The modeled gravity was interpolated from observed gravity values.
 NB0265
 NB0265;                    North         East    Units  Estimated Accuracy
 NB0265;SPC NY C     -   225,400.      259,340.      MT  (+/- 180 meters Scaled)
 NB0265
 NB0265                          SUPERSEDED SURVEY CONTROL
 NB0265
 NB0265  NGVD 29 (??/??/92)  241.683  (m)          792.92   (f) ADJ UNCH    1 2
 NB0265
 NB0265.Superseded values are not recommended for survey control.
 NB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0265.See file dsdata.txt to determine how the superseded data were derived.
 NB0265
 NB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM782541(NAD 83)
 NB0265_MARKER: DB = BENCH MARK DISK
 NB0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0265_SP_SET: BRIDGE
 NB0265_STAMPING: D 136 1941
 NB0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0265
 NB0265  HISTORY     - Date     Condition        Report By
 NB0265  HISTORY     - 1941     MONUMENTED       CGS
 NB0265  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0265  HISTORY     - 19941109 MARK NOT FOUND   USPSQD
 NB0265
 NB0265                          STATION DESCRIPTION
 NB0265
 NB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0265'5.5 MI NE FROM WAVERLY.
 NB0265'5.5 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB0265'WAVERLY, TIOGA COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 250, 3 RAILS
 NB0265'WEST OF A CONCRETE UNDERPASS, AT BRIDGE 249.88, IN THE NORTHEAST
 NB0265'ABUTMENT, 1.1 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, 9.5 FEET
 NB0265'NORTH OF THE NORTH END OF THE NORTHWEST STEEL BRIDGE WALL, 8.3 FEET
 NB0265'WEST OF THE WEST RAIL OF THE WEST TRACK, AND 1.5 FEET LOWER THAN THE
 NB0265'TRACK. A STANDARD DISK, STAMPED D 136 1941.
 NB0265
 NB0265                          STATION RECOVERY (1982)
 NB0265
 NB0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0265'NOT RECOVERED, NEW TRACKS HAVE BEEN LAID AND THE HEADWALL TORN OUT,
 NB0265'BELIEVED DESTROYED.
 NB0265
 NB0265                          STATION RECOVERY (1994)
 NB0265
 NB0265'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1442 ***********************************************************************
 NA1442  DESIGNATION -  D 138
 NA1442  PID         -  NA1442
 NA1442  STATE/COUNTY-  NY/BROOME
 NA1442  USGS QUAD   -  CASTLE CREEK (1976)
 NA1442
 NA1442                         *CURRENT SURVEY CONTROL
 NA1442  ___________________________________________________________________
 NA1442* NAD 83(1986)-  42 08 53.     (N)    075 52 36.     (W)     SCALED    
 NA1442* NAVD 88     -       297.653  (meters)     976.55   (feet)  ADJUSTED  
 NA1442  ___________________________________________________________________
 NA1442  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NA1442  DYNAMIC HT  -         297.540 (meters)     976.18  (feet)  COMP
 NA1442  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 NA1442
 NA1442  VERT ORDER  -  FIRST     CLASS II
 NA1442
 NA1442.The horizontal coordinates were scaled from a topographic map and have
 NA1442.an estimated accuracy of +/- 6 seconds.
 NA1442
 NA1442.The orthometric height was determined by differential leveling
 NA1442.and adjusted by the National Geodetic Survey in June 1991..
 NA1442
 NA1442.The geoid height was determined by GEOID03.
 NA1442
 NA1442.The dynamic height is computed by dividing the NAVD 88
 NA1442.geopotential number by the normal gravity value computed on the
 NA1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1442.degrees latitude (g = 980.6199 gals.).
 NA1442
 NA1442.The modeled gravity was interpolated from observed gravity values.
 NA1442
 NA1442;                    North         East    Units  Estimated Accuracy
 NA1442;SPC NY E     -   368,960.       36,220.      MT  (+/- 180 meters Scaled)
 NA1442
 NA1442                          SUPERSEDED SURVEY CONTROL
 NA1442
 NA1442  NGVD 29 (??/??/92)  297.795  (m)          977.02   (f) ADJ UNCH    1 2
 NA1442
 NA1442.Superseded values are not recommended for survey control.
 NA1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1442.See file dsdata.txt to determine how the superseded data were derived.
 NA1442
 NA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM275665(NAD 83)
 NA1442_MARKER: DB = BENCH MARK DISK
 NA1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1442_SP_SET: CULVERT
 NA1442_STAMPING: D 138 1941
 NA1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1442
 NA1442  HISTORY     - Date     Condition        Report By
 NA1442  HISTORY     - 1941     MONUMENTED       CGS
 NA1442  HISTORY     - 1961     MARK NOT FOUND   USGS
 NA1442
 NA1442                          STATION DESCRIPTION
 NA1442
 NA1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1442'3.7 MI N FROM BINGHAMTON.
 NA1442'2.6 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD,
 NA1442'FROM THE STATION AT BINGHAMTON, BROOME COUNTY, THENCE 1.1 MILES NORTH
 NA1442'ALONG THE DELAWARE AND HUDSON RAILROAD.  AT AN IRON-PIPE CULVERT
 NA1442'UNDER THE TRACKS, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL,
 NA1442'AT A ROAD CROSSING, 39.8 FEET NORTHEAST OF A STOP SIGN, 21.5 FEET
 NA1442'NORTHEAST OF THE CENTERLINE OF NOWLAN ROAD, 55 FEET SOUTH OF POWER
 NA1442'POLE E-27, 7.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 NA1442'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 NA1442'STAMPED D 138 1941.
 NA1442
 NA1442                          STATION RECOVERY (1961)
 NA1442
 NA1442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NA1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1219 ***********************************************************************
 PH1219  DESIGNATION -  D 14
 PH1219  PID         -  PH1219
 PH1219  STATE/COUNTY-  NY/JEFFERSON
 PH1219  USGS QUAD   -  PHILADELPHIA (1982)
 PH1219
 PH1219                         *CURRENT SURVEY CONTROL
 PH1219  ___________________________________________________________________
 PH1219* NAD 83(1986)-  44 08 11.     (N)    075 43 53.     (W)     SCALED    
 PH1219* NAVD 88     -       153.539  (meters)     503.74   (feet)  ADJUSTED  
 PH1219  ___________________________________________________________________
 PH1219  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 PH1219  DYNAMIC HT  -         153.516 (meters)     503.66  (feet)  COMP
 PH1219  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 PH1219
 PH1219  VERT ORDER  -  FIRST     CLASS II
 PH1219
 PH1219.The horizontal coordinates were scaled from a topographic map and have
 PH1219.an estimated accuracy of +/- 6 seconds.
 PH1219
 PH1219.The orthometric height was determined by differential leveling
 PH1219.and adjusted by the National Geodetic Survey in June 1991..
 PH1219
 PH1219.The geoid height was determined by GEOID03.
 PH1219
 PH1219.The dynamic height is computed by dividing the NAVD 88
 PH1219.geopotential number by the normal gravity value computed on the
 PH1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1219.degrees latitude (g = 980.6199 gals.).
 PH1219
 PH1219.The modeled gravity was interpolated from observed gravity values.
 PH1219
 PH1219;                    North         East    Units  Estimated Accuracy
 PH1219;SPC NY C     -   459,770.      318,170.      MT  (+/- 180 meters Scaled)
 PH1219
 PH1219                          SUPERSEDED SURVEY CONTROL
 PH1219
 PH1219  NGVD 29 (??/??/92)  153.667  (m)          504.16   (f) ADJ UNCH    1 2
 PH1219
 PH1219.Superseded values are not recommended for survey control.
 PH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1219.See file dsdata.txt to determine how the superseded data were derived.
 PH1219
 PH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP414872(NAD 83)
 PH1219_MARKER: Q = CHISELED SQUARE
 PH1219_SETTING: 0 = UNSPECIFIED SETTING
 PH1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1219
 PH1219  HISTORY     - Date     Condition        Report By
 PH1219  HISTORY     - UNK      MONUMENTED       CGS
 PH1219  HISTORY     - 1919     GOOD             NGS
 PH1219
 PH1219                          STATION DESCRIPTION
 PH1219
 PH1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH1219'1.4 MI SW FROM PHILADELPHIA.
 PH1219'ABOUT 1-3/8 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH1219'THE STATION AT PHILADELPHIA, JEFFERSON COUNTY, ABOUT 1/4 MILE
 PH1219'NORTHEAST OF MILEPOST S 88, 2 POLES NORTHEAST OF A FARM-ROAD CROSSING,
 PH1219'400 FEET NORTHWEST OF U.S. HIGHWAY 11, DIRECTLY IN THE REAR OF A LARGE
 PH1219'RED BARN, 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHEAST
 PH1219'BOUND TRACK, AND ON THE SOUTHEAST CORNER OF CATTLE PASS 96. A CHISELED
 PH1219'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1313 ***********************************************************************
 NA1313  DESIGNATION -  D 140
 NA1313  PID         -  NA1313
 NA1313  STATE/COUNTY-  NY/OTSEGO
 NA1313  USGS QUAD   -  OTEGO (1982)
 NA1313
 NA1313                         *CURRENT SURVEY CONTROL
 NA1313  ___________________________________________________________________
 NA1313* NAD 83(1986)-  42 23 46.     (N)    075 09 57.     (W)     SCALED    
 NA1313* NAVD 88     -       323.010  (meters)    1059.74   (feet)  ADJUSTED  
 NA1313  ___________________________________________________________________
 NA1313  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 NA1313  DYNAMIC HT  -         322.896 (meters)    1059.37  (feet)  COMP
 NA1313  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 NA1313
 NA1313  VERT ORDER  -  FIRST     CLASS II
 NA1313
 NA1313.The horizontal coordinates were scaled from a topographic map and have
 NA1313.an estimated accuracy of +/- 6 seconds.
 NA1313
 NA1313.The orthometric height was determined by differential leveling
 NA1313.and adjusted by the National Geodetic Survey in June 1991..
 NA1313
 NA1313.The geoid height was determined by GEOID03.
 NA1313
 NA1313.The dynamic height is computed by dividing the NAVD 88
 NA1313.geopotential number by the normal gravity value computed on the
 NA1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1313.degrees latitude (g = 980.6199 gals.).
 NA1313
 NA1313.The modeled gravity was interpolated from observed gravity values.
 NA1313
 NA1313;                    North         East    Units  Estimated Accuracy
 NA1313;SPC NY E     -   395,810.       95,180.      MT  (+/- 180 meters Scaled)
 NA1313
 NA1313                          SUPERSEDED SURVEY CONTROL
 NA1313
 NA1313  NGVD 29 (??/??/92)  323.14   (m)         1060.2    (f) COMPUTED    1 2
 NA1313
 NA1313.Superseded values are not recommended for survey control.
 NA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1313.See file dsdata.txt to determine how the superseded data were derived.
 NA1313
 NA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM863937(NAD 83)
 NA1313_MARKER: DB = BENCH MARK DISK
 NA1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1313_SP_SET: BRIDGE
 NA1313_STAMPING: D-140 1941
 NA1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1313
 NA1313  HISTORY     - Date     Condition        Report By
 NA1313  HISTORY     - 1941     MONUMENTED       CGS
 NA1313  HISTORY     - 19981120 MARK NOT FOUND   USPSQD
 NA1313
 NA1313                          STATION DESCRIPTION
 NA1313
 NA1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1313'0.3 MI NE FROM OTEGO.
 NA1313'0.3 MILE NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 NA1313'STATION AT OTEGO, 0.3 MILE NORTHWEST OF MILE POST NO. A-89, SET IN
 NA1313'THE SOUTH CORNER OF THE WEST ABUTMENT OF A LARGE TWO-SPAN STEEL
 NA1313'BRIDGE NO. 89-33 OVER THE SUSQUEHANNA RIVER, 6 FEET NORTH OF THE
 NA1313'SOUTH END OF THE ABUTMENT, 4 FEET SOUTH OF THE SOUTH RAIL OF THE
 NA1313'SOUTH TRACK, 4 FEET WEST OF THE SOUTHWEST CORNER OF THE STEEL BEAM
 NA1313'BRACE, 1 FOOT WEST OF THE EAST EDGE OF THE ABUTMENT, ABOUT 1 FOOT
 NA1313'BELOW TRACK LEVEL.  A STANDARD DISK STAMPED D-140 1941.
 NA1313
 NA1313                          STATION RECOVERY (1998)
 NA1313
 NA1313'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1314 ***********************************************************************
 NA1314  DESIGNATION -  D 140 RESET 1944
 NA1314  PID         -  NA1314
 NA1314  STATE/COUNTY-  NY/OTSEGO
 NA1314  USGS QUAD   -  OTEGO (1982)
 NA1314
 NA1314                         *CURRENT SURVEY CONTROL
 NA1314  ___________________________________________________________________
 NA1314* NAD 83(1986)-  42 23 46.     (N)    075 09 57.     (W)     SCALED    
 NA1314* NAVD 88     -       323.41   (+/-2cm)    1061.1    (feet)  VERTCON   
 NA1314  ___________________________________________________________________
 NA1314  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 NA1314
 NA1314  VERT ORDER  -  THIRD (See Below)
 NA1314
 NA1314.The horizontal coordinates were scaled from a topographic map and have
 NA1314.an estimated accuracy of +/- 6 seconds.
 NA1314
 NA1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1314.The vertical order pertains to the NGVD 29 superseded value.
 NA1314
 NA1314.The geoid height was determined by GEOID03.
 NA1314
 NA1314;                    North         East    Units  Estimated Accuracy
 NA1314;SPC NY E     -   395,810.       95,180.      MT  (+/- 180 meters Scaled)
 NA1314
 NA1314                          SUPERSEDED SURVEY CONTROL
 NA1314
 NA1314  NGVD 29 (??/??/??)  323.54   (m)         1061.5    (f) RESET       3  
 NA1314
 NA1314.Superseded values are not recommended for survey control.
 NA1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1314.See file dsdata.txt to determine how the superseded data were derived.
 NA1314
 NA1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM863937(NAD 83)
 NA1314_MARKER: DB = BENCH MARK DISK
 NA1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1314_SP_SET: BRIDGE
 NA1314_STAMPING: D 140 RESET 1944
 NA1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1314
 NA1314  HISTORY     - Date     Condition        Report By
 NA1314  HISTORY     - 1944     MONUMENTED       DHRR
 NA1314  HISTORY     - 1945     GOOD             NGS
 NA1314
 NA1314                          STATION DESCRIPTION
 NA1314
 NA1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NA1314'0.3 MI NE FROM OTEGO.
 NA1314'0.3 MILE NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1314'STATION AT OTEGO, OTSEGO COUNTY, 0.3 MILE NORTHWEST OF MILEPOST A-89,
 NA1314'AT 2-SPAN STEEL BRIDGE 89.33 OVER SUSQUEHANNA RIVER, IN THE TOP OF
 NA1314'THE CONCRETE BACK WALL, AND 4 FEET SOUTH OF THE SOUTH RAIL OF THE
 NA1314'SOUTH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0591 ***********************************************************************
 LY0591  DESIGNATION -  D 141
 LY0591  PID         -  LY0591
 LY0591  STATE/COUNTY-  NY/ORANGE
 LY0591  USGS QUAD   -  OTISVILLE (1976)
 LY0591
 LY0591                         *CURRENT SURVEY CONTROL
 LY0591  ___________________________________________________________________
 LY0591* NAD 83(1986)-  41 28 28.     (N)    074 32 43.     (W)     SCALED    
 LY0591* NAVD 88     -       267.493  (meters)     877.60   (feet)  ADJUSTED  
 LY0591  ___________________________________________________________________
 LY0591  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY0591  DYNAMIC HT  -         267.385 (meters)     877.25  (feet)  COMP
 LY0591  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 LY0591
 LY0591  VERT ORDER  -  FIRST     CLASS II
 LY0591
 LY0591.The horizontal coordinates were scaled from a topographic map and have
 LY0591.an estimated accuracy of +/- 6 seconds.
 LY0591
 LY0591.The orthometric height was determined by differential leveling
 LY0591.and adjusted by the National Geodetic Survey in June 1991..
 LY0591.WARNING-Repeat measurements at this control monument indicate possible
 LY0591.vertical movement.
 LY0591
 LY0591.The geoid height was determined by GEOID03.
 LY0591
 LY0591.The dynamic height is computed by dividing the NAVD 88
 LY0591.geopotential number by the normal gravity value computed on the
 LY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0591.degrees latitude (g = 980.6199 gals.).
 LY0591
 LY0591.The modeled gravity was interpolated from observed gravity values.
 LY0591
 LY0591;                    North         East    Units  Estimated Accuracy
 LY0591;SPC NY E     -   293,230.      146,220.      MT  (+/- 180 meters Scaled)
 LY0591
 LY0591                          SUPERSEDED SURVEY CONTROL
 LY0591
 LY0591  NGVD 29 (??/??/92)  267.656  (m)          878.13   (f) ADJ UNCH    1 2
 LY0591
 LY0591.Superseded values are not recommended for survey control.
 LY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0591.See file dsdata.txt to determine how the superseded data were derived.
 LY0591
 LY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL379915(NAD 83)
 LY0591_MARKER: DB = BENCH MARK DISK
 LY0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0591_SP_SET: CULVERT
 LY0591_STAMPING: D 141 1941
 LY0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0591
 LY0591  HISTORY     - Date     Condition        Report By
 LY0591  HISTORY     - 1941     MONUMENTED       CGS
 LY0591  HISTORY     - 1973     GOOD             PAS
 LY0591  HISTORY     - 1978     GOOD             NGS
 LY0591  HISTORY     - 1983     GOOD             LOCSUR
 LY0591
 LY0591                          STATION DESCRIPTION
 LY0591
 LY0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0591'0.3 MI W FROM OTISVILLE.
 LY0591'0.3 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0591'OTISVILLE, ORANGE COUNTY, ABOUT 6-1/2 RAILS SOUTHEAST OF A
 LY0591'ROAD CROSSING, 59 FEET WEST OF MILEPOST 75, AT TWIN IRON
 LY0591'PIPE CULVERT 75.0, IN THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 LY0591'WALL, 6.3 FEET SOUTHEAST OF THE NORTHWEST END, 0.7 FOOT NORTHEAST
 LY0591'OF THE SOUTHWEST EDGE, AND 19.3 FEET SOUTHWEST OF THE SOUTHWEST
 LY0591'RAIL OF THE SOUTHWEST TRACK.  A STANDARD DISK, STAMPED D 141
 LY0591'1941.  NOTE-- RR IS NOW ABANDONED AND TRACKS HAVE BEEN REMOVED.
 LY0591
 LY0591                          STATION RECOVERY (1973)
 LY0591
 LY0591'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1973
 LY0591'RECOVERED IN GOOD CONDITION.
 LY0591
 LY0591                          STATION RECOVERY (1978)
 LY0591
 LY0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0591'RECOVERED IN GOOD CONDITION.
 LY0591
 LY0591                          STATION RECOVERY (1983)
 LY0591
 LY0591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LY0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1008 ***********************************************************************
 LY1008  DESIGNATION -  D 142
 LY1008  PID         -  LY1008
 LY1008  STATE/COUNTY-  NY/SULLIVAN
 LY1008  USGS QUAD   -  CALLICOON (1992)
 LY1008
 LY1008                         *CURRENT SURVEY CONTROL
 LY1008  ___________________________________________________________________
 LY1008* NAD 83(1986)-  41 49 46.     (N)    075 06 51.     (W)     SCALED    
 LY1008* NAVD 88     -       253.060  (meters)     830.25   (feet)  ADJUSTED  
 LY1008  ___________________________________________________________________
 LY1008  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LY1008  DYNAMIC HT  -         252.973 (meters)     829.96  (feet)  COMP
 LY1008  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LY1008
 LY1008  VERT ORDER  -  FIRST     CLASS II
 LY1008
 LY1008.The horizontal coordinates were scaled from a topographic map and have
 LY1008.an estimated accuracy of +/- 6 seconds.
 LY1008
 LY1008.The orthometric height was determined by differential leveling
 LY1008.and adjusted by the National Geodetic Survey in June 1991..
 LY1008
 LY1008.The geoid height was determined by GEOID03.
 LY1008
 LY1008.The dynamic height is computed by dividing the NAVD 88
 LY1008.geopotential number by the normal gravity value computed on the
 LY1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1008.degrees latitude (g = 980.6199 gals.).
 LY1008
 LY1008.The modeled gravity was interpolated from observed gravity values.
 LY1008
 LY1008;                    North         East    Units  Estimated Accuracy
 LY1008;SPC NY E     -   332,840.       98,990.      MT  (+/- 180 meters Scaled)
 LY1008
 LY1008                          SUPERSEDED SURVEY CONTROL
 LY1008
 LY1008  NGVD 29 (??/??/92)  253.231  (m)          830.81   (f) ADJ UNCH    1 2
 LY1008
 LY1008.Superseded values are not recommended for survey control.
 LY1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1008.See file dsdata.txt to determine how the superseded data were derived.
 LY1008
 LY1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM905308(NAD 83)
 LY1008_MARKER: DB = BENCH MARK DISK
 LY1008_SETTING: 66 = SET IN ROCK OUTCROP
 LY1008_SP_SET: ROCK OUTCROP
 LY1008_STAMPING: D 142 1941
 LY1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1008+STABILITY: POSITION/ELEVATION WELL
 LY1008
 LY1008  HISTORY     - Date     Condition        Report By
 LY1008  HISTORY     - 1941     MONUMENTED       CGS
 LY1008  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY1008
 LY1008                          STATION DESCRIPTION
 LY1008
 LY1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1008'2 MI NW FROM HANKINS.
 LY1008'2.0 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY1008'HANKINS, SULLIVAN COUNTY, ABOUT 220 FEET WEST OF MILEPOST 144,
 LY1008'9.4 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, IN A
 LY1008'ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 LY1008'DISK, STAMPED D 142 1941.
 LY1008
 LY1008                          STATION RECOVERY (1982)
 LY1008
 LY1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0001 ***********************************************************************
 LY0001  DESIGNATION -  D 143
 LY0001  PID         -  LY0001
 LY0001  STATE/COUNTY-  NY/ORANGE
 LY0001  USGS QUAD   -  WALDEN (1957)
 LY0001
 LY0001                         *CURRENT SURVEY CONTROL
 LY0001  ___________________________________________________________________
 LY0001* NAD 83(1986)-  41 30 15.     (N)    074 14 18.     (W)     SCALED    
 LY0001* NAVD 88     -       122.502  (meters)     401.91   (feet)  ADJUSTED  
 LY0001  ___________________________________________________________________
 LY0001  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY0001  DYNAMIC HT  -         122.454 (meters)     401.75  (feet)  COMP
 LY0001  MODELED GRAV-     980,231.9   (mgal)                       NAVD 88
 LY0001
 LY0001  VERT ORDER  -  FIRST     CLASS II
 LY0001
 LY0001.The horizontal coordinates were scaled from a topographic map and have
 LY0001.an estimated accuracy of +/- 6 seconds.
 LY0001
 LY0001.The orthometric height was determined by differential leveling
 LY0001.and adjusted by the National Geodetic Survey in June 1991..
 LY0001
 LY0001.The geoid height was determined by GEOID03.
 LY0001
 LY0001.The dynamic height is computed by dividing the NAVD 88
 LY0001.geopotential number by the normal gravity value computed on the
 LY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0001.degrees latitude (g = 980.6199 gals.).
 LY0001
 LY0001.The modeled gravity was interpolated from observed gravity values.
 LY0001
 LY0001;                    North         East    Units  Estimated Accuracy
 LY0001;SPC NY E     -   296,570.      171,850.      MT  (+/- 180 meters Scaled)
 LY0001
 LY0001                          SUPERSEDED SURVEY CONTROL
 LY0001
 LY0001  NGVD 29 (??/??/92)  122.73   (m)          402.7    (f) COMPUTED    1 2
 LY0001
 LY0001.Superseded values are not recommended for survey control.
 LY0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0001.See file dsdata.txt to determine how the superseded data were derived.
 LY0001
 LY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL635950(NAD 83)
 LY0001_MARKER: DB = BENCH MARK DISK
 LY0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0001_STAMPING: D 143 1941
 LY0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0001+STABILITY: SURFACE MOTION
 LY0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0001+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 LY0001
 LY0001  HISTORY     - Date     Condition        Report By
 LY0001  HISTORY     - 1941     MONUMENTED       CGS
 LY0001  HISTORY     - 20030725 GOOD             NYDT
 LY0001
 LY0001                          STATION DESCRIPTION
 LY0001
 LY0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0001'3.2 MI NE FROM CAMPBELL HALL.
 LY0001'3.2 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM STATION AT
 LY0001'CAMPBELL HALL, 80 FEET NORTHWEST OF MILE POST NO. G-9, 60.3 FEET
 LY0001'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 17.8 FEET NORTHWEST
 LY0001'OF THE CENTER LINE OF ROAD PARALLEL TO TRACK, 3.2 FEET NORTH
 LY0001'OF A THREE-WAY FENCE POST, 2.8 FEET NORTHEAST OF THE
 LY0001'NORTHWEST-SOUTHEAST FENCE LINE, 2.3 FEET NORTHWEST OF THE
 LY0001'NORTHEAST-SOUTHWEST FENCE LINE, 0.5 FOOT NORTH OF A WHITE MARKER
 LY0001'POST STENCILED USBM.  A STANDARD DISK STAMPED D-143 1941, AND
 LY0001'SET IN THE TOP OF A PRECAST CONCRETE POST.
 LY0001
 LY0001                          STATION RECOVERY (2003)
 LY0001
 LY0001'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (JRB)
 LY0001'FOUND IN GOOD CONDITION. ABOUT 4.0 MILES NORTHEAST ALONG THE FORMER
 LY0001'ERIE RAILROAD FROM THE METRO-NORTH CAMPBELL HALL STATION, ABOUT 340
 LY0001'FEET SOUTH ALONG A PAVED DRIVWAY FROM THE INTERSECTION OF ROCKAFELLOW
 LY0001'DRIVE WITH THE DRIVEWAY.
 LY0001'80 FEET WEST OF RAILROAD MILEPOST G-9, 60.3 FEET WEST OF THE WEST
 LY0001'TRACK RAIL, 17.8 FEET WEST OF THE CENTERLINE OF THE PAVED DRIVEWAY
 LY0001'PARALLEL TO TRACK, 6.5 FEET NORTH OF THE EAST-WEST FENCELINE, 9.0 FEET
 LY0001'WEST OF THE NORTH-SOUTH FENCELINE. A STANDARD DISK STAMPED D-143 1941
 LY0001'SET IN THE TOP OF A PRECAST CONCRETE POST, 2.0 FEET ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1548 ***********************************************************************
 LX1548  DESIGNATION -  D 144
 LX1548  PID         -  LX1548
 LX1548  STATE/COUNTY-  NY/ULSTER
 LX1548  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1548
 LX1548                         *CURRENT SURVEY CONTROL
 LX1548  ___________________________________________________________________
 LX1548* NAD 83(1986)-  41 43 01.     (N)    073 58 05.     (W)     SCALED    
 LX1548* NAVD 88     -        86.061  (meters)     282.35   (feet)  ADJUSTED  
 LX1548  ___________________________________________________________________
 LX1548  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX1548  DYNAMIC HT  -          86.030 (meters)     282.25  (feet)  COMP
 LX1548  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 LX1548
 LX1548  VERT ORDER  -  FIRST     CLASS II
 LX1548
 LX1548.The horizontal coordinates were scaled from a topographic map and have
 LX1548.an estimated accuracy of +/- 6 seconds.
 LX1548
 LX1548.The orthometric height was determined by differential leveling
 LX1548.and adjusted by the National Geodetic Survey in June 1991..
 LX1548
 LX1548.The geoid height was determined by GEOID03.
 LX1548
 LX1548.The dynamic height is computed by dividing the NAVD 88
 LX1548.geopotential number by the normal gravity value computed on the
 LX1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1548.degrees latitude (g = 980.6199 gals.).
 LX1548
 LX1548.The modeled gravity was interpolated from observed gravity values.
 LX1548
 LX1548;                    North         East    Units  Estimated Accuracy
 LX1548;SPC NY E     -   320,300.      194,260.      MT  (+/- 180 meters Scaled)
 LX1548
 LX1548                          SUPERSEDED SURVEY CONTROL
 LX1548
 LX1548.No superseded survey control is available for this station.
 LX1548
 LX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM858188(NAD 83)
 LX1548_MARKER: DB = BENCH MARK DISK
 LX1548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1548_SP_SET: ABUTMENT
 LX1548_STAMPING: D 144 1941
 LX1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1548
 LX1548  HISTORY     - Date     Condition        Report By
 LX1548  HISTORY     - 1941     MONUMENTED       CGS
 LX1548  HISTORY     - 1978     GOOD             NGS
 LX1548  HISTORY     - 1984     GOOD             USPSQD
 LX1548  HISTORY     - 1984     GOOD             USPSQD
 LX1548  HISTORY     - 19960815 GOOD             USPSQD
 LX1548  HISTORY     - 20050717 MARK NOT FOUND   JCLS
 LX1548
 LX1548                          STATION DESCRIPTION
 LX1548
 LX1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LX1548'AT HIGHLAND.
 LX1548'AT HIGHLAND, ULSTER COUNTY, 129 FEET NORTH OF THE NORTH SIDE
 LX1548'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT
 LX1548'BRIDGE 113.74 OVER U.S. HIGHWAY 44, IN THE EAST CORNER OF THE
 LX1548'SOUTH ABUTMENT, 2.3 FEET SOUTHWEST OF THE NORTHEAST END, 1.1
 LX1548'FEET SOUTHEAST OF THE NORTHWEST EDGE, 9.3 FEET EAST OF THE
 LX1548'EAST RAIL OF THE EAST TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 LX1548'TRACK.  A STANDARD DISK, STAMPED D 144 1941.
 LX1548
 LX1548                          STATION RECOVERY (1978)
 LX1548
 LX1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1548'RECOVERED IN GOOD CONDITION.
 LX1548
 LX1548                          STATION RECOVERY (1984)
 LX1548
 LX1548'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1548'MARK WAS LOCATED IN THE TOP OF THE NORTHEAST ABUTMENT OF THE BRIDGE
 LX1548'OVER U.S. HIGHWAY 44/55. WITNESS POST 6' TO THE SOUTH. DESC. IS
 LX1548'INACCURATE SINCE THE RAILROAD TRACKS AND STATION NO LONGER EXIST.
 LX1548'WORDS FOLLOWING U.S. HIGHWAY 44 BE REMOVED SINCE THEY ARE TOTALLY
 LX1548'INACCURATE. LOCAL REPORTS SUGGEST THAT THE BRIDGE MAY BE REMOVED BUT
 LX1548'THAT THE ABUTMENT MAY REMAIN.
 LX1548
 LX1548                          STATION RECOVERY (1984)
 LX1548
 LX1548'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1548'THE DISK IS LOCATED IN THE NORTHEAST CORNER 1.1 FEET SOUTHEAST OF THE
 LX1548'NORTHWEST EDGE. A WITNESS POST IS LOCATED FOUR FEET TO THE SOUTHEAST.
 LX1548
 LX1548                          STATION RECOVERY (1996)
 LX1548
 LX1548'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX1548'RECOVERED IN GOOD CONDITION.
 LX1548
 LX1548                          STATION RECOVERY (2005)
 LX1548
 LX1548'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 LX1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0937 ***********************************************************************
 OF0937  DESIGNATION -  D 145 RESET 1961
 OF0937  PID         -  OF0937
 OF0937  STATE/COUNTY-  NY/WAYNE
 OF0937  USGS QUAD   -  PALMYRA (1952)
 OF0937
 OF0937                         *CURRENT SURVEY CONTROL
 OF0937  ___________________________________________________________________
 OF0937* NAD 83(1986)-  43 06 25.     (N)    077 12 09.     (W)     SCALED    
 OF0937* NAVD 88     -       140.47   (+/-2cm)     460.9    (feet)  VERTCON   
 OF0937  ___________________________________________________________________
 OF0937  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OF0937
 OF0937  VERT ORDER  -  THIRD (See Below)
 OF0937
 OF0937.The horizontal coordinates were scaled from a topographic map and have
 OF0937.an estimated accuracy of +/- 6 seconds.
 OF0937
 OF0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0937.The vertical order pertains to the NGVD 29 superseded value.
 OF0937
 OF0937.The geoid height was determined by GEOID03.
 OF0937
 OF0937;                    North         East    Units  Estimated Accuracy
 OF0937;SPC NY C     -   345,240.      199,600.      MT  (+/- 180 meters Scaled)
 OF0937
 OF0937                          SUPERSEDED SURVEY CONTROL
 OF0937
 OF0937  NGVD 29 (09/01/04)  140.66   (m)          461.5    (f) RESET       3  
 OF0937
 OF0937.Superseded values are not recommended for survey control.
 OF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0937.See file dsdata.txt to determine how the superseded data were derived.
 OF0937
 OF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN207750(NAD 83)
 OF0937_MARKER: DB = BENCH MARK DISK
 OF0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0937_SP_SET: CULVERT
 OF0937_STAMPING: D 145 RESET 1961
 OF0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0937+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 OF0937
 OF0937  HISTORY     - Date     Condition        Report By
 OF0937  HISTORY     - 1961     MONUMENTED       NYDPW
 OF0937  HISTORY     - 20031018 GOOD             USPSQD
 OF0937
 OF0937                          STATION DESCRIPTION
 OF0937
 OF0937'DESCRIBED BY NY DEPT OF PUB WORKS 1961
 OF0937'3.5 MI NE FROM PALMYRA.
 OF0937'THIS MARK IS LOCATED ABOUT 3.5 MILES NORTHEAST ALONG STATE HIGHWAY
 OF0937'21, FROM THE CITY HALL AT PALMYRA, ABOUT 20 FEET SOUTH OF AN
 OF0937'INTERSECTING TOWN ROAD-GOLDSMITH ROAD, AND SET HORIZONTALLY IN THE
 OF0937'CENTER OF THE WEST HEADWALL OF A 36 IN. DIAMETER PIPE CULVERT, 40
 OF0937'FEET WEST OF AND ABOUT 10.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 OF0937
 OF0937                          STATION RECOVERY (2003)
 OF0937
 OF0937'RECOVERY NOTE BY US POWER SQUADRON 2003
 OF0937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0805 ***********************************************************************
 NB0805  DESIGNATION -  D 146
 NB0805  PID         -  NB0805
 NB0805  STATE/COUNTY-  NY/ONTARIO
 NB0805  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0805
 NB0805                         *CURRENT SURVEY CONTROL
 NB0805  ___________________________________________________________________
 NB0805* NAD 83(1986)-  42 59 03.     (N)    077 10 37.     (W)     SCALED    
 NB0805* NAVD 88     -       164.857  (meters)     540.87   (feet)  ADJUSTED  
 NB0805  ___________________________________________________________________
 NB0805  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NB0805  DYNAMIC HT  -         164.813 (meters)     540.72  (feet)  COMP
 NB0805  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 NB0805
 NB0805  VERT ORDER  -  SECOND    CLASS 0
 NB0805
 NB0805.The horizontal coordinates were scaled from a topographic map and have
 NB0805.an estimated accuracy of +/- 6 seconds.
 NB0805
 NB0805.The orthometric height was determined by differential leveling
 NB0805.and adjusted by the National Geodetic Survey in June 1991..
 NB0805
 NB0805.The geoid height was determined by GEOID03.
 NB0805
 NB0805.The dynamic height is computed by dividing the NAVD 88
 NB0805.geopotential number by the normal gravity value computed on the
 NB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0805.degrees latitude (g = 980.6199 gals.).
 NB0805
 NB0805.The modeled gravity was interpolated from observed gravity values.
 NB0805
 NB0805;                    North         East    Units  Estimated Accuracy
 NB0805;SPC NY C     -   331,580.      201,590.      MT  (+/- 180 meters Scaled)
 NB0805
 NB0805                          SUPERSEDED SURVEY CONTROL
 NB0805
 NB0805  NGVD 29 (??/??/92)  165.024  (m)          541.42   (f) ADJ UNCH    2 0
 NB0805
 NB0805.Superseded values are not recommended for survey control.
 NB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0805.See file dsdata.txt to determine how the superseded data were derived.
 NB0805
 NB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN225613(NAD 83)
 NB0805_MARKER: DB = BENCH MARK DISK
 NB0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0805_SP_SET: CULVERT
 NB0805_STAMPING: D 146 1942
 NB0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0805
 NB0805  HISTORY     - Date     Condition        Report By
 NB0805  HISTORY     - 1942     MONUMENTED       CGS
 NB0805  HISTORY     - 1968     MARK NOT FOUND   USE
 NB0805  HISTORY     - 1974     MARK NOT FOUND   NGS
 NB0805  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 NB0805
 NB0805                          STATION DESCRIPTION
 NB0805
 NB0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0805'3.2 MI E FROM MANCHESTER.
 NB0805'TO REACH FROM THE HIGH SCHOOL AT MANCHESTER, PROCEED NORTH ON STATE
 NB0805'HIGHWAY NO. 21, GO 0.6 MILE TO INTERSECTION OF ROAD TO GYPSON, TURN
 NB0805'EAST AND GO 2.6 MILES TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 NB0805'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 NB0805'HEADWALL OF THE CONCRETE CULVERT, ABOUT 0.1 MILE EAST OF A
 NB0805'NORTH-SOUTH ROAD TO MANCHESTER CENTER, 12 FEET SOUTH OF AND ABOUT ONE
 NB0805'FOOT BELOW THE CENTER LINE OF THE ROAD.
 NB0805
 NB0805                          STATION RECOVERY (1968)
 NB0805
 NB0805'RECOVERY NOTE BY US ENGINEERS 1968
 NB0805'MARK NOT FOUND.
 NB0805
 NB0805                          STATION RECOVERY (1974)
 NB0805
 NB0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NB0805'MARK NOT FOUND.
 NB0805
 NB0805                          STATION RECOVERY (1997)
 NB0805
 NB0805'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0915 ***********************************************************************
 OF0915  DESIGNATION -  D 147
 OF0915  PID         -  OF0915
 OF0915  STATE/COUNTY-  NY/WAYNE
 OF0915  USGS QUAD   -  MACEDON (1976)
 OF0915
 OF0915                         *CURRENT SURVEY CONTROL
 OF0915  ___________________________________________________________________
 OF0915* NAD 83(1986)-  43 03 53.     (N)    077 18 49.     (W)     SCALED    
 OF0915* NAVD 88     -       144.251  (meters)     473.26   (feet)  ADJUSTED  
 OF0915  ___________________________________________________________________
 OF0915  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 OF0915  DYNAMIC HT  -         144.213 (meters)     473.14  (feet)  COMP
 OF0915  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 OF0915
 OF0915  VERT ORDER  -  SECOND    CLASS 0
 OF0915
 OF0915.The horizontal coordinates were scaled from a topographic map and have
 OF0915.an estimated accuracy of +/- 6 seconds.
 OF0915
 OF0915.The orthometric height was determined by differential leveling
 OF0915.and adjusted by the National Geodetic Survey in June 1991..
 OF0915
 OF0915.The geoid height was determined by GEOID03.
 OF0915
 OF0915.The dynamic height is computed by dividing the NAVD 88
 OF0915.geopotential number by the normal gravity value computed on the
 OF0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0915.degrees latitude (g = 980.6199 gals.).
 OF0915
 OF0915.The modeled gravity was interpolated from observed gravity values.
 OF0915
 OF0915;                    North         East    Units  Estimated Accuracy
 OF0915;SPC NY C     -   340,620.      190,520.      MT  (+/- 180 meters Scaled)
 OF0915
 OF0915                          SUPERSEDED SURVEY CONTROL
 OF0915
 OF0915  NGVD 29 (??/??/92)  144.427  (m)          473.84   (f) ADJ UNCH    2 0
 OF0915
 OF0915.Superseded values are not recommended for survey control.
 OF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0915.See file dsdata.txt to determine how the superseded data were derived.
 OF0915
 OF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN116706(NAD 83)
 OF0915_MARKER: DB = BENCH MARK DISK
 OF0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0915_SP_SET: CULVERT
 OF0915_STAMPING: D 147 1942
 OF0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0915
 OF0915  HISTORY     - Date     Condition        Report By
 OF0915  HISTORY     - 1942     MONUMENTED       CGS
 OF0915  HISTORY     - 1951     MARK NOT FOUND   USGS
 OF0915  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 OF0915  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 OF0915
 OF0915                          STATION DESCRIPTION
 OF0915
 OF0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0915'0.8 MI W FROM MACEDON.
 OF0915'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 31 AND NO. 350
 OF0915'AT MACEDON, PROCEED WESTERLY ON STATE HIGHWAY NO. 31 AND GO 0.8 MILE
 OF0915'TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 OF0915'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF THE NORTH
 OF0915'HEADWALL OF THE CONCRETE CULVERT, ABOUT 250 FEET EAST OF A T
 OF0915'ROAD INTERSECTION, ABOUT 200 FEET WEST OF MACEDON CITY LIMIT SIGN,
 OF0915'14 FEET NORTH OF AND ABOUT ONE FOOT BELOW THE CENTER LINE OF THE  I
 OF0915'HIGHWAY.
 OF0915
 OF0915                          STATION RECOVERY (1951)
 OF0915
 OF0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 OF0915'MARK NOT FOUND.
 OF0915
 OF0915                          STATION RECOVERY (1996)
 OF0915
 OF0915'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF0915'MARK NOT FOUND.
 OF0915
 OF0915                          STATION RECOVERY (2001)
 OF0915
 OF0915'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 OF0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0921 ***********************************************************************
 OF0921  DESIGNATION -  D 148
 OF0921  PID         -  OF0921
 OF0921  STATE/COUNTY-  NY/WAYNE
 OF0921  USGS QUAD   -  MACEDON (1976)
 OF0921
 OF0921                         *CURRENT SURVEY CONTROL
 OF0921  ___________________________________________________________________
 OF0921* NAD 83(1986)-  43 03 34.     (N)    077 15 45.     (W)     SCALED    
 OF0921* NAVD 88     -       135.760  (meters)     445.41   (feet)  ADJUSTED  
 OF0921  ___________________________________________________________________
 OF0921  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OF0921  DYNAMIC HT  -         135.724 (meters)     445.29  (feet)  COMP
 OF0921  MODELED GRAV-     980,355.8   (mgal)                       NAVD 88
 OF0921
 OF0921  VERT ORDER  -  SECOND    CLASS 0
 OF0921
 OF0921.The horizontal coordinates were scaled from a topographic map and have
 OF0921.an estimated accuracy of +/- 6 seconds.
 OF0921
 OF0921.The orthometric height was determined by differential leveling
 OF0921.and adjusted by the National Geodetic Survey in June 1991..
 OF0921
 OF0921.The geoid height was determined by GEOID03.
 OF0921
 OF0921.The dynamic height is computed by dividing the NAVD 88
 OF0921.geopotential number by the normal gravity value computed on the
 OF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0921.degrees latitude (g = 980.6199 gals.).
 OF0921
 OF0921.The modeled gravity was interpolated from observed gravity values.
 OF0921
 OF0921;                    North         East    Units  Estimated Accuracy
 OF0921;SPC NY C     -   340,000.      194,680.      MT  (+/- 180 meters Scaled)
 OF0921
 OF0921                          SUPERSEDED SURVEY CONTROL
 OF0921
 OF0921  NGVD 29 (??/??/92)  135.938  (m)          445.99   (f) ADJ UNCH    2 0
 OF0921
 OF0921.Superseded values are not recommended for survey control.
 OF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0921.See file dsdata.txt to determine how the superseded data were derived.
 OF0921
 OF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN157699(NAD 83)
 OF0921_MARKER: DB = BENCH MARK DISK
 OF0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0921_SP_SET: CULVERT
 OF0921_STAMPING: D 148 1942
 OF0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0921
 OF0921  HISTORY     - Date     Condition        Report By
 OF0921  HISTORY     - 1942     MONUMENTED       CGS
 OF0921  HISTORY     - 19890917 MARK NOT FOUND   USPSQD
 OF0921
 OF0921                          STATION DESCRIPTION
 OF0921
 OF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0921'1.6 MI W FROM PALMYRA.
 OF0921'TO REACH FROM THE CITY HALL AT PALMYRA, PROCEED WEST ON STATE
 OF0921'HIGHWAY NO. 31, GO 0.8 MILE TO INTERSECTION OF THE OLD HIGHWAY,
 OF0921'CONTINUE WESTERLY ON OLD HIGHWAY AND GO 0.8 MILE TO A LARGE
 OF0921'CONCRETE CULVERT AND SITE OF BENCH MARK.
 OF0921'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF THE
 OF0921'NORTH HEADWALL OF THE CONCRETE CULVERT, 11 FEET NORTH OF AND ABOUT 3
 OF0921'FEET ABOVE THE CENTER LINE OF THE HIGHWAY.
 OF0921
 OF0921                          STATION RECOVERY (1989)
 OF0921
 OF0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0858 ***********************************************************************
 OF0858  DESIGNATION -  D 149
 OF0858  PID         -  OF0858
 OF0858  STATE/COUNTY-  NY/WAYNE
 OF0858  USGS QUAD   -  PULTNEYVILLE (1978)
 OF0858
 OF0858                         *CURRENT SURVEY CONTROL
 OF0858  ___________________________________________________________________
 OF0858* NAD 83(1986)-  43 16 42.     (N)    077 14 47.     (W)     SCALED    
 OF0858* NAVD 88     -        78.508  (meters)     257.57   (feet)  ADJUSTED  
 OF0858  ___________________________________________________________________
 OF0858  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF0858  DYNAMIC HT  -          78.491 (meters)     257.52  (feet)  COMP
 OF0858  MODELED GRAV-     980,399.6   (mgal)                       NAVD 88
 OF0858
 OF0858  VERT ORDER  -  FIRST     CLASS II
 OF0858
 OF0858.The horizontal coordinates were scaled from a topographic map and have
 OF0858.an estimated accuracy of +/- 6 seconds.
 OF0858
 OF0858.The orthometric height was determined by differential leveling
 OF0858.and adjusted by the National Geodetic Survey in June 1991..
 OF0858.WARNING-Repeat measurements at this control monument indicate possible
 OF0858.vertical movement.
 OF0858
 OF0858.The geoid height was determined by GEOID03.
 OF0858
 OF0858.The dynamic height is computed by dividing the NAVD 88
 OF0858.geopotential number by the normal gravity value computed on the
 OF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0858.degrees latitude (g = 980.6199 gals.).
 OF0858
 OF0858.The modeled gravity was interpolated from observed gravity values.
 OF0858
 OF0858;                    North         East    Units  Estimated Accuracy
 OF0858;SPC NY C     -   364,300.      196,180.      MT  (+/- 180 meters Scaled)
 OF0858
 OF0858                          SUPERSEDED SURVEY CONTROL
 OF0858
 OF0858  NGVD 29 (??/??/92)   78.722  (m)          258.27   (f) ADJ UNCH    1 2
 OF0858
 OF0858.Superseded values are not recommended for survey control.
 OF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0858.See file dsdata.txt to determine how the superseded data were derived.
 OF0858
 OF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN177941(NAD 83)
 OF0858_MARKER: DB = BENCH MARK DISK
 OF0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0858_SP_SET: BRIDGE
 OF0858_STAMPING: D 149 1942
 OF0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0858
 OF0858  HISTORY     - Date     Condition        Report By
 OF0858  HISTORY     - 1942     MONUMENTED       CGS
 OF0858  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OF0858
 OF0858                          STATION DESCRIPTION
 OF0858
 OF0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0858'3.0 MI W FROM PULTNEYVILLE.
 OF0858'3.0 MILES WEST ALONG ROAD TO SEABREEZE. TO REACH FROM THE
 OF0858'INTERSECTION OF STATE HIGHWAY NO. 21 AT PULTNEYVILLE, PROCEED WEST
 OF0858'ON PAVED ROAD AND GO 3.0 MILES TO A SMALL CONCRETE BRIDGE AND SITE
 OF0858'OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 OF0858'SOUTH WINGWALL AT THE EAST END OF THE BRIDGE, 16 FEET SOUTH OF AND
 OF0858'ABOUT 1.0 FOOT BELOW THE CENTER LINE OF THE ROAD, 0.6 FEET SOUTH
 OF0858'OF GUARD RAIL.
 OF0858
 OF0858                          STATION RECOVERY (1984)
 OF0858
 OF0858'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0746 ***********************************************************************
 OF0746  DESIGNATION -  D 150
 OF0746  PID         -  OF0746
 OF0746  STATE/COUNTY-  NY/WAYNE
 OF0746  USGS QUAD   -  ROSE (1978)
 OF0746
 OF0746                         *CURRENT SURVEY CONTROL
 OF0746  ___________________________________________________________________
 OF0746* NAD 83(1986)-  43 11 07.     (N)    076 53 33.     (W)     SCALED    
 OF0746* NAVD 88     -       117.954  (meters)     386.99   (feet)  ADJUSTED  
 OF0746  ___________________________________________________________________
 OF0746  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OF0746  DYNAMIC HT  -         117.926 (meters)     386.90  (feet)  COMP
 OF0746  MODELED GRAV-     980,385.5   (mgal)                       NAVD 88
 OF0746
 OF0746  VERT ORDER  -  SECOND    CLASS 0
 OF0746
 OF0746.The horizontal coordinates were scaled from a topographic map and have
 OF0746.an estimated accuracy of +/- 6 seconds.
 OF0746
 OF0746.The orthometric height was determined by differential leveling
 OF0746.and adjusted by the National Geodetic Survey in June 1991..
 OF0746
 OF0746.The geoid height was determined by GEOID03.
 OF0746
 OF0746.The dynamic height is computed by dividing the NAVD 88
 OF0746.geopotential number by the normal gravity value computed on the
 OF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0746.degrees latitude (g = 980.6199 gals.).
 OF0746
 OF0746.The modeled gravity was interpolated from observed gravity values.
 OF0746
 OF0746;                    North         East    Units  Estimated Accuracy
 OF0746;SPC NY C     -   353,800.      224,870.      MT  (+/- 180 meters Scaled)
 OF0746
 OF0746                          SUPERSEDED SURVEY CONTROL
 OF0746
 OF0746  NGVD 29 (??/??/92)  118.166  (m)          387.68   (f) ADJ UNCH    2 0
 OF0746
 OF0746.Superseded values are not recommended for survey control.
 OF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0746.See file dsdata.txt to determine how the superseded data were derived.
 OF0746
 OF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN462831(NAD 83)
 OF0746_MARKER: DB = BENCH MARK DISK
 OF0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0746_SP_SET: STEP
 OF0746_STAMPING: D 150 1942
 OF0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0746
 OF0746  HISTORY     - Date     Condition        Report By
 OF0746  HISTORY     - 1942     MONUMENTED       CGS
 OF0746  HISTORY     - 1945     GOOD             LOCENG
 OF0746  HISTORY     - 19880608 GOOD             USPSQD
 OF0746  HISTORY     - 1990     GOOD             USPSQD
 OF0746  HISTORY     - 20060429 GOOD             USPSQD
 OF0746
 OF0746                          STATION DESCRIPTION
 OF0746
 OF0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0746'AT NORTH ROSE.
 OF0746'BENCH MARK IS LOCATED IN THE STEP OF THE FIRST NATIONAL BANK BUILDING
 OF0746'AT NORTH ROSE. ABOUT 66.0 FEET EAST OF SOUTH EAST CORNER OF NORTH
 OF0746'ROSE POST OFFICE. ABOUT 30.0 FEET EAST AND 1.0 FOOT ABOVE CENTER LINE
 OF0746'OF MAIN STREET AND STATE HIGH WAY NUMBER 89. SET HORIZONTAL AND FLUSH
 OF0746'IN SOUTH WEST CORNER OF FIRST STEP. NOTE-- THE FIRST NATL BANK IS
 OF0746'NOTE--THE FIRST NATL BANK IS NOW A MASONIC TEMPLE LODGE NO. 590
 OF0746
 OF0746                          STATION RECOVERY (1945)
 OF0746
 OF0746'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 OF0746'RECOVERED IN GOOD CONDITION.
 OF0746
 OF0746                          STATION RECOVERY (1988)
 OF0746
 OF0746'RECOVERY NOTE BY US POWER SQUADRON 1988 (RSS)
 OF0746'RECOVERED IN GOOD CONDITION.
 OF0746
 OF0746                          STATION RECOVERY (1990)
 OF0746
 OF0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (RSS)
 OF0746'RECOVERED IN GOOD CONDITION.
 OF0746
 OF0746                          STATION RECOVERY (2006)
 OF0746
 OF0746'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0546 ***********************************************************************
 NB0546  DESIGNATION -  D 151
 NB0546  PID         -  NB0546
 NB0546  STATE/COUNTY-  NY/SENECA
 NB0546  USGS QUAD   -  SENECA FALLS (1978)
 NB0546
 NB0546                         *CURRENT SURVEY CONTROL
 NB0546  ___________________________________________________________________
 NB0546* NAD 83(1986)-  42 58 55.     (N)    076 52 07.     (W)     SCALED    
 NB0546* NAVD 88     -       157.524  (meters)     516.81   (feet)  ADJUSTED  
 NB0546  ___________________________________________________________________
 NB0546  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NB0546  DYNAMIC HT  -         157.483 (meters)     516.68  (feet)  COMP
 NB0546  MODELED GRAV-     980,360.2   (mgal)                       NAVD 88
 NB0546
 NB0546  VERT ORDER  -  SECOND    CLASS 0
 NB0546
 NB0546.The horizontal coordinates were scaled from a topographic map and have
 NB0546.an estimated accuracy of +/- 6 seconds.
 NB0546
 NB0546.The orthometric height was determined by differential leveling
 NB0546.and adjusted by the National Geodetic Survey in June 1991..
 NB0546
 NB0546.The geoid height was determined by GEOID03.
 NB0546
 NB0546.The dynamic height is computed by dividing the NAVD 88
 NB0546.geopotential number by the normal gravity value computed on the
 NB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0546.degrees latitude (g = 980.6199 gals.).
 NB0546
 NB0546.The modeled gravity was interpolated from observed gravity values.
 NB0546
 NB0546;                    North         East    Units  Estimated Accuracy
 NB0546;SPC NY C     -   331,200.      226,730.      MT  (+/- 180 meters Scaled)
 NB0546
 NB0546                          SUPERSEDED SURVEY CONTROL
 NB0546
 NB0546  NGVD 29 (??/??/92)  157.693  (m)          517.36   (f) ADJ UNCH    2 0
 NB0546
 NB0546.Superseded values are not recommended for survey control.
 NB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0546.See file dsdata.txt to determine how the superseded data were derived.
 NB0546
 NB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN476605(NAD 83)
 NB0546_MARKER: DB = BENCH MARK DISK
 NB0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0546_STAMPING: D 151 1942
 NB0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0546+STABILITY: SURFACE MOTION
 NB0546
 NB0546  HISTORY     - Date     Condition        Report By
 NB0546  HISTORY     - 1942     MONUMENTED       CGS
 NB0546  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0546
 NB0546                          STATION DESCRIPTION
 NB0546
 NB0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0546'5.9 MI N FROM WATERLOO.
 NB0546'TO REACH FROM WATERLOO POST OFFICE GO EASTERLY TO INTERSECTION
 NB0546'OF ROAD TO CLYDE (SWIFT ST.) THENCE GO ABOUT 0.8 MILES NORTH
 NB0546'EASTERLY TO OIL ROAD. THENCE GO ABOUT 1.5 MILES NORTHERLY (RIGHT) TO
 NB0546'A TWO STORY FRAME FARM HOUSE ON WEST SIDE OF ROAD AND SITE OF BENCH
 NB0546'MARK. BENCH MARK IS 92.0 FEET EAST OF NORTH EAST CORNER OF HOUSE.
 NB0546'ABOUT 20.0 FEET WEST OF AND 1.0 FOOT BELOW CENTER LINE OF OIL ROAD,
 NB0546'ABOUT 8.0 FEET SOUTH OF TELEPHONE POLE, AND 3.0 FEET SOUTH OF A 4X4
 NB0546'WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.5 OF FOOT ABOVE GROUND.
 NB0546
 NB0546                          STATION RECOVERY (1985)
 NB0546
 NB0546'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0539 ***********************************************************************
 OF0539  DESIGNATION -  D 151
 OF0539  PID         -  OF0539
 OF0539  STATE/COUNTY-  NY/WAYNE
 OF0539  USGS QUAD   -  WOLCOTT (1978)
 OF0539
 OF0539                         *CURRENT SURVEY CONTROL
 OF0539  ___________________________________________________________________
 OF0539* NAD 83(1986)-  43 11 09.     (N)    076 52 27.     (W)     SCALED    
 OF0539* NAVD 88     -       118.620  (meters)     389.17   (feet)  ADJUSTED  
 OF0539  ___________________________________________________________________
 OF0539  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OF0539  DYNAMIC HT  -         118.592 (meters)     389.08  (feet)  COMP
 OF0539  MODELED GRAV-     980,383.2   (mgal)                       NAVD 88
 OF0539
 OF0539  VERT ORDER  -  SECOND    CLASS 0
 OF0539
 OF0539.The horizontal coordinates were scaled from a topographic map and have
 OF0539.an estimated accuracy of +/- 6 seconds.
 OF0539
 OF0539.The orthometric height was determined by differential leveling
 OF0539.and adjusted by the National Geodetic Survey in June 1991..
 OF0539
 OF0539.The geoid height was determined by GEOID03.
 OF0539
 OF0539.The dynamic height is computed by dividing the NAVD 88
 OF0539.geopotential number by the normal gravity value computed on the
 OF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0539.degrees latitude (g = 980.6199 gals.).
 OF0539
 OF0539.The modeled gravity was interpolated from observed gravity values.
 OF0539
 OF0539;                    North         East    Units  Estimated Accuracy
 OF0539;SPC NY C     -   353,860.      226,360.      MT  (+/- 180 meters Scaled)
 OF0539
 OF0539                          SUPERSEDED SURVEY CONTROL
 OF0539
 OF0539  NGVD 29 (??/??/92)  118.823  (m)          389.84   (f) ADJ UNCH    2 0
 OF0539
 OF0539.Superseded values are not recommended for survey control.
 OF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0539.See file dsdata.txt to determine how the superseded data were derived.
 OF0539
 OF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN476831(NAD 83)
 OF0539_MARKER: DB = BENCH MARK DISK
 OF0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0539_SP_SET: CULVERT
 OF0539_STAMPING: D 151 1942
 OF0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0539
 OF0539  HISTORY     - Date     Condition        Report By
 OF0539  HISTORY     - 1942     MONUMENTED       CGS
 OF0539
 OF0539                          STATION DESCRIPTION
 OF0539
 OF0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0539'0.9 MI E FROM NORTH ROSE.
 OF0539'TO REACH FROM NEW YORK CENTRAL RAIL ROAD STATION AT NORTH ROSE.
 OF0539'GO ABOUT 0.9 MILES EASTERLY TO A SWAMP AND 5.0 FOOT CONCRETE
 OF0539'CULVERT AND SITE OF BENCH MARK.
 OF0539'BENCH MARK IS ABOUT 0.4 MILES WEST OF MILE POST P-54, IN TOP OF
 OF0539'WEST END OF SOUTH HEAD WALL OF CONCRETE CULVERT. ABOUT 14.0 FEET
 OF0539'SOUTH OF AND 5.0 FEET BELOW CENTER LINE OF RAIL ROAD.
 OF0539'SET HORIZONTAL AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0816 ***********************************************************************
 OF0816  DESIGNATION -  D 152
 OF0816  PID         -  OF0816
 OF0816  STATE/COUNTY-  NY/WAYNE
 OF0816  USGS QUAD   -  ONTARIO (1978)
 OF0816
 OF0816                         *CURRENT SURVEY CONTROL
 OF0816  ___________________________________________________________________
 OF0816* NAD 83(1986)-  43 13 45.     (N)    077 17 09.     (W)     SCALED    
 OF0816* NAVD 88     -       125.530  (meters)     411.84   (feet)  ADJUSTED  
 OF0816  ___________________________________________________________________
 OF0816  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OF0816  DYNAMIC HT  -         125.501 (meters)     411.75  (feet)  COMP
 OF0816  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 OF0816
 OF0816  VERT ORDER  -  SECOND    CLASS 0
 OF0816
 OF0816.The horizontal coordinates were scaled from a topographic map and have
 OF0816.an estimated accuracy of +/- 6 seconds.
 OF0816
 OF0816.The orthometric height was determined by differential leveling
 OF0816.and adjusted by the National Geodetic Survey in June 1991..
 OF0816
 OF0816.The geoid height was determined by GEOID03.
 OF0816
 OF0816.The dynamic height is computed by dividing the NAVD 88
 OF0816.geopotential number by the normal gravity value computed on the
 OF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0816.degrees latitude (g = 980.6199 gals.).
 OF0816
 OF0816.The modeled gravity was interpolated from observed gravity values.
 OF0816
 OF0816;                    North         East    Units  Estimated Accuracy
 OF0816;SPC NY C     -   358,870.      192,930.      MT  (+/- 180 meters Scaled)
 OF0816
 OF0816                          SUPERSEDED SURVEY CONTROL
 OF0816
 OF0816  NGVD 29 (??/??/92)  125.732  (m)          412.51   (f) ADJ UNCH    2 0
 OF0816
 OF0816.Superseded values are not recommended for survey control.
 OF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0816.See file dsdata.txt to determine how the superseded data were derived.
 OF0816
 OF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN143888(NAD 83)
 OF0816_MARKER: DB = BENCH MARK DISK
 OF0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0816_SP_SET: CULVERT
 OF0816_STAMPING: D 152 1942
 OF0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0816
 OF0816  HISTORY     - Date     Condition        Report By
 OF0816  HISTORY     - 1942     MONUMENTED       CGS
 OF0816  HISTORY     - 1967     GOOD             LOCENG
 OF0816  HISTORY     - 20010331 GOOD             NGS
 OF0816  HISTORY     - 20060506 MARK NOT FOUND   USPSQD
 OF0816
 OF0816                          STATION DESCRIPTION
 OF0816
 OF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0816'AT ONTARIO.
 OF0816'AT ONTARIO ALONG THE NEW YORK CENTRAL R.R.
 OF0816'BENCH MARK IS NEAR THE FIRST ROAD CROSSING WEST OF THE RAILROAD
 OF0816'STATION, 0.1 MILE WEST OF THE STATION, 105 FEET SOUTH OF THE CENTER
 OF0816'LINE OF THE MAIN TRACK, 39 FEET EAST OF AND ABOUT ONE FOOT BELOW
 OF0816'THE CENTER LINE OF THE NORTH-SOUTH ROAD AND SET HORIZONTALLY IN
 OF0816'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 2 BY 2 FOOT CONCRETE
 OF0816'BOX CULVERT UNDER THE ROAD.
 OF0816
 OF0816                          STATION RECOVERY (1967)
 OF0816
 OF0816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OF0816'RECOVERED IN GOOD CONDITION.
 OF0816
 OF0816                          STATION RECOVERY (2001)
 OF0816
 OF0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0816'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OF0816
 OF0816                          STATION RECOVERY (2006)
 OF0816
 OF0816'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF0816'FOUND EVIDENCE OF DESTROYED HEADWALL AND CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0698 ***********************************************************************
 OF0698  DESIGNATION -  D 153
 OF0698  PID         -  OF0698
 OF0698  STATE/COUNTY-  NY/WAYNE
 OF0698  USGS QUAD   -  WOLCOTT (1978)
 OF0698
 OF0698                         *CURRENT SURVEY CONTROL
 OF0698  ___________________________________________________________________
 OF0698* NAD 83(1986)-  43 08 11.     (N)    076 46 02.     (W)     SCALED    
 OF0698* NAVD 88     -       133.144  (meters)     436.82   (feet)  ADJUSTED  
 OF0698  ___________________________________________________________________
 OF0698  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OF0698  DYNAMIC HT  -         133.112 (meters)     436.72  (feet)  COMP
 OF0698  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 OF0698
 OF0698  VERT ORDER  -  SECOND    CLASS 0
 OF0698
 OF0698.The horizontal coordinates were scaled from a topographic map and have
 OF0698.an estimated accuracy of +/- 6 seconds.
 OF0698
 OF0698.The orthometric height was determined by differential leveling
 OF0698.and adjusted by the National Geodetic Survey in June 1991..
 OF0698
 OF0698.The geoid height was determined by GEOID03.
 OF0698
 OF0698.The dynamic height is computed by dividing the NAVD 88
 OF0698.geopotential number by the normal gravity value computed on the
 OF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0698.degrees latitude (g = 980.6199 gals.).
 OF0698
 OF0698.The modeled gravity was interpolated from observed gravity values.
 OF0698
 OF0698;                    North         East    Units  Estimated Accuracy
 OF0698;SPC NY C     -   348,340.      235,040.      MT  (+/- 180 meters Scaled)
 OF0698
 OF0698                          SUPERSEDED SURVEY CONTROL
 OF0698
 OF0698  NGVD 29 (??/??/92)  133.334  (m)          437.45   (f) ADJ UNCH    2 0
 OF0698
 OF0698.Superseded values are not recommended for survey control.
 OF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0698.See file dsdata.txt to determine how the superseded data were derived.
 OF0698
 OF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN562774(NAD 83)
 OF0698_MARKER: DB = BENCH MARK DISK
 OF0698_SETTING: 0 = UNSPECIFIED SETTING
 OF0698_STAMPING: D 153 1942
 OF0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0698
 OF0698  HISTORY     - Date     Condition        Report By
 OF0698  HISTORY     - 1942     MONUMENTED       CGS
 OF0698  HISTORY     - 19950623 GOOD             USPSQD
 OF0698
 OF0698                          STATION DESCRIPTION
 OF0698
 OF0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0698'0.3 MI N FROM SOUTH BUTLER.
 OF0698'TO REACH FROM THE FIRE STATION AT SOUTH BUTLER. PROCEED NORTHERLY
 OF0698'ON STATE HIGHWAY NO.414 AND GO 0.3 MILE TO THREE LARGE LOCUST TREES
 OF0698'ON THE EAST SIDE OF THE HIGHWAY AND SITE OF BENCH MARK.
 OF0698'BENCH MARK IS ABOUT 150 FEET SOUTH OF A BARN, 25 FEET EAST OF AND
 OF0698'ABOUT 2.0 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH
 OF0698'OF THE SOUTH ONE OF THREE LARGE LOCUST TREES, 6.5 FEET SOUTHEAST OF
 OF0698'AN IRON HIGHWAY MARKER POST, 3 FEET NORTH OF A 4 BY 4 INCH WOODEN
 OF0698'MARKER POST.
 OF0698'MONUMENT PROJECTS 0.5 FEET.
 OF0698
 OF0698                          STATION RECOVERY (1995)
 OF0698
 OF0698'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0903 ***********************************************************************
 NB0903  DESIGNATION -  D 155
 NB0903  PID         -  NB0903
 NB0903  STATE/COUNTY-  NY/ONTARIO
 NB0903  USGS QUAD   -  RUSHVILLE (1978)
 NB0903
 NB0903                         *CURRENT SURVEY CONTROL
 NB0903  ___________________________________________________________________
 NB0903* NAD 83(1986)-  42 52 21.     (N)    077 14 42.     (W)     SCALED    
 NB0903* NAVD 88     -       218.698  (meters)     717.51   (feet)  ADJUSTED  
 NB0903  ___________________________________________________________________
 NB0903  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NB0903  DYNAMIC HT  -         218.635 (meters)     717.30  (feet)  COMP
 NB0903  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 NB0903
 NB0903  VERT ORDER  -  SECOND    CLASS 0
 NB0903
 NB0903.The horizontal coordinates were scaled from a topographic map and have
 NB0903.an estimated accuracy of +/- 6 seconds.
 NB0903
 NB0903.The orthometric height was determined by differential leveling
 NB0903.and adjusted by the National Geodetic Survey in June 1991..
 NB0903
 NB0903.The geoid height was determined by GEOID03.
 NB0903
 NB0903.The dynamic height is computed by dividing the NAVD 88
 NB0903.geopotential number by the normal gravity value computed on the
 NB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0903.degrees latitude (g = 980.6199 gals.).
 NB0903
 NB0903.The modeled gravity was interpolated from observed gravity values.
 NB0903
 NB0903;                    North         East    Units  Estimated Accuracy
 NB0903;SPC NY C     -   319,220.      195,940.      MT  (+/- 180 meters Scaled)
 NB0903
 NB0903                          SUPERSEDED SURVEY CONTROL
 NB0903
 NB0903  NGVD 29 (??/??/92)  218.854  (m)          718.02   (f) ADJ UNCH    2 0
 NB0903
 NB0903.Superseded values are not recommended for survey control.
 NB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0903.See file dsdata.txt to determine how the superseded data were derived.
 NB0903
 NB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN166491(NAD 83)
 NB0903_MARKER: DB = BENCH MARK DISK
 NB0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0903_SP_SET: CULVERT
 NB0903_STAMPING: D 155 1942
 NB0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0903
 NB0903  HISTORY     - Date     Condition        Report By
 NB0903  HISTORY     - 1942     MONUMENTED       CGS
 NB0903  HISTORY     - 1974     GOOD             NGS
 NB0903  HISTORY     - 1988     GOOD             USPSQD
 NB0903  HISTORY     - 1989     GOOD             USPSQD
 NB0903  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 NB0903
 NB0903                          STATION DESCRIPTION
 NB0903
 NB0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0903'4.2 MI E FROM CANANDAIGUA.
 NB0903'TO REACH FROM THE COURTHOUSE IN CANANDAIGUA--PROCEED 2.1 MILES EAST
 NB0903'TO A SIDE ROAD INTERSECTION LEADING SOUTH, THENCE GO SOUTH 2.1 MILES,
 NB0903'TO SITE OF BENCH MARK. BENCH MARK IS 85.0 FEET EAST OF A SIDE ROAD
 NB0903'AND 45.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE. IT IS
 NB0903'25.0 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF
 NB0903'HIGHWAY NO. 20 IN THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 NB0903'CULVERT.
 NB0903
 NB0903                          STATION RECOVERY (1974)
 NB0903
 NB0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NB0903'RECOVERED IN GOOD CONDITION.
 NB0903
 NB0903                          STATION RECOVERY (1988)
 NB0903
 NB0903'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0903'RECOVERED IN GOOD CONDITION.
 NB0903
 NB0903                          STATION RECOVERY (1989)
 NB0903
 NB0903'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0903'RECOVERED IN GOOD CONDITION.
 NB0903
 NB0903                          STATION RECOVERY (2002)
 NB0903
 NB0903'RECOVERY NOTE BY US POWER SQUADRON 2002
 NB0903' 
 NB0903' 
 NB0903' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1383 ***********************************************************************
 NB1383  DESIGNATION -  D 156
 NB1383  PID         -  NB1383
 NB1383  STATE/COUNTY-  NY/LIVINGSTON
 NB1383  USGS QUAD   -  HONEOYE (1951)
 NB1383
 NB1383                         *CURRENT SURVEY CONTROL
 NB1383  ___________________________________________________________________
 NB1383* NAD 83(1986)-  42 51 59.     (N)    077 36 49.     (W)     SCALED    
 NB1383* NAVD 88     -       312.920  (meters)    1026.64   (feet)  ADJUSTED  
 NB1383  ___________________________________________________________________
 NB1383  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 NB1383  DYNAMIC HT  -         312.827 (meters)    1026.33  (feet)  COMP
 NB1383  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 NB1383
 NB1383  VERT ORDER  -  SECOND    CLASS 0
 NB1383
 NB1383.The horizontal coordinates were scaled from a topographic map and have
 NB1383.an estimated accuracy of +/- 6 seconds.
 NB1383
 NB1383.The orthometric height was determined by differential leveling
 NB1383.and adjusted by the National Geodetic Survey in June 1991..
 NB1383
 NB1383.The geoid height was determined by GEOID03.
 NB1383
 NB1383.The dynamic height is computed by dividing the NAVD 88
 NB1383.geopotential number by the normal gravity value computed on the
 NB1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1383.degrees latitude (g = 980.6199 gals.).
 NB1383
 NB1383.The modeled gravity was interpolated from observed gravity values.
 NB1383
 NB1383;                    North         East    Units  Estimated Accuracy
 NB1383;SPC NY W     -   318,780.      429,240.      MT  (+/- 180 meters Scaled)
 NB1383
 NB1383                          SUPERSEDED SURVEY CONTROL
 NB1383
 NB1383  NGVD 29 (??/??/92)  313.070  (m)         1027.13   (f) ADJ UNCH    2 0
 NB1383
 NB1383.Superseded values are not recommended for survey control.
 NB1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1383.See file dsdata.txt to determine how the superseded data were derived.
 NB1383
 NB1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN865492(NAD 83)
 NB1383_MARKER: DB = BENCH MARK DISK
 NB1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1383_STAMPING: D 156-1942
 NB1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1383+STABILITY: SURFACE MOTION
 NB1383
 NB1383  HISTORY     - Date     Condition        Report By
 NB1383  HISTORY     - 1942     MONUMENTED       CGS
 NB1383  HISTORY     - 19910405 MARK NOT FOUND   USPSQD
 NB1383
 NB1383                          STATION DESCRIPTION
 NB1383
 NB1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1383'2.8 MI S FROM LIMA.
 NB1383'TO REACH FROM THE POST OFFICE IN LIMA--GO 2.8 MILES SOUTH ON STATE
 NB1383'HWY. NO. 15A, TO SITE OF BENCH MARK. BENCH MARK IS 94.0 FEET WEST OF
 NB1383'A WHITE, TWO-STORY FARM HOUSE, 6.4 FEET SOUTH OF A FENCE CORNER,
 NB1383'3.0 FEET SOUTH OF TELEPHONE NO. 200-RTC-13, 1.0 FOOT EAST OF RIGHT-
 NB1383'OF-WAY FENCE, 26.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTER
 NB1383'LINE OF HIGHWAY, 2.0 FEET NORTH OF A 4X4 MARKER POST. MONUMENT
 NB1383'PROJECTS 0.5 FOOT.
 NB1383
 NB1383                          STATION RECOVERY (1991)
 NB1383
 NB1383'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1489 ***********************************************************************
 NB1489  DESIGNATION -  D 157
 NB1489  PID         -  NB1489
 NB1489  STATE/COUNTY-  NY/LIVINGSTON
 NB1489  USGS QUAD   -  OSSIAN (1972)
 NB1489
 NB1489                         *CURRENT SURVEY CONTROL
 NB1489  ___________________________________________________________________
 NB1489* NAD 83(1986)-  42 33 18.     (N)    077 48 45.     (W)     SCALED    
 NB1489* NAVD 88     -       509.694  (meters)    1672.22   (feet)  ADJUSTED  
 NB1489  ___________________________________________________________________
 NB1489  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NB1489  DYNAMIC HT  -         509.510 (meters)    1671.62  (feet)  COMP
 NB1489  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 NB1489
 NB1489  VERT ORDER  -  SECOND    CLASS 0
 NB1489
 NB1489.The horizontal coordinates were scaled from a topographic map and have
 NB1489.an estimated accuracy of +/- 6 seconds.
 NB1489
 NB1489.The orthometric height was determined by differential leveling
 NB1489.and adjusted by the National Geodetic Survey in June 1991..
 NB1489
 NB1489.The geoid height was determined by GEOID03.
 NB1489
 NB1489.The dynamic height is computed by dividing the NAVD 88
 NB1489.geopotential number by the normal gravity value computed on the
 NB1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1489.degrees latitude (g = 980.6199 gals.).
 NB1489
 NB1489.The modeled gravity was interpolated from observed gravity values.
 NB1489
 NB1489;                    North         East    Units  Estimated Accuracy
 NB1489;SPC NY W     -   284,030.      413,300.      MT  (+/- 180 meters Scaled)
 NB1489
 NB1489                          SUPERSEDED SURVEY CONTROL
 NB1489
 NB1489  NGVD 29 (??/??/92)  509.826  (m)         1672.65   (f) ADJ UNCH    2 0
 NB1489
 NB1489.Superseded values are not recommended for survey control.
 NB1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1489.See file dsdata.txt to determine how the superseded data were derived.
 NB1489
 NB1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN691152(NAD 83)
 NB1489_MARKER: DB = BENCH MARK DISK
 NB1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1489_STAMPING: D 157-1942
 NB1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1489+STABILITY: SURFACE MOTION
 NB1489
 NB1489  HISTORY     - Date     Condition        Report By
 NB1489  HISTORY     - 1942     MONUMENTED       CGS
 NB1489
 NB1489                          STATION DESCRIPTION
 NB1489
 NB1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1489'9.6 MI E FROM DALTON.
 NB1489'TO REACH FROM THE ERIE RAILROAD STATON IN DALTON--GO 3.6 MILES
 NB1489'SOUTHEAST ALONG THE RAILROAD AND STATE HIGHWAY NO. 408A TO AN
 NB1489'IMPROVED COUNTRY ROAD GOING NORTHEAST, THENCE GO 2.1 MILES NORTHEAST
 NB1489'TO A CROSS ROAD, THENCE GO 2.6 MILES EAST ON DIRT ROAD TO T ROAD
 NB1489'INTERSECTION, THENCE TURN RIGHT AND CONTINUE ON EASTERLY 1.3 MILES,
 NB1489'TO SITE OF BENCH MARK. BENCH MARK IS 64.5 FEET SOUTHEAST OF THE
 NB1489'SOUTHEAST CORNER OF A WHITE TWO-STORY HOUSE, 58.0 FEET NORTHEAST OF
 NB1489'THE CENTER OF A SIDE ROAD GOING SOUTH, 29.0 FEET WEST OF THE CENTER
 NB1489'OF A DRIVEWAY, 24.0 FEET NORTH OF AND ABOUT 2.5 FEET ABOVE THE CENTER
 NB1489'OF ROAD, 8.0 FEET SOUTH OF AN 18 IN. WALNUT TREE, AND 3.0 FEET WEST
 NB1489'OF A MARKER POST.--MONUMENT PROJECTS 0.3 FOOT. NOTE--THIS B.M. IS
 NB1489'ALSO ABOUT 9.4 MILES WEST OF DANSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0147 ***********************************************************************
 NB0147  DESIGNATION -  D 158
 NB0147  PID         -  NB0147
 NB0147  STATE/COUNTY-  NY/CORTLAND
 NB0147  USGS QUAD   -  HOMER (1978)
 NB0147
 NB0147                         *CURRENT SURVEY CONTROL
 NB0147  ___________________________________________________________________
 NB0147* NAD 83(1986)-  42 38 10.     (N)    076 11 50.     (W)     SCALED    
 NB0147* NAVD 88     -       392.465  (meters)    1287.61   (feet)  ADJUSTED  
 NB0147  ___________________________________________________________________
 NB0147  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 NB0147  DYNAMIC HT  -         392.335 (meters)    1287.19  (feet)  COMP
 NB0147  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 NB0147
 NB0147  VERT ORDER  -  SECOND    CLASS 0
 NB0147
 NB0147.The horizontal coordinates were scaled from a topographic map and have
 NB0147.an estimated accuracy of +/- 6 seconds.
 NB0147
 NB0147.The orthometric height was determined by differential leveling
 NB0147.and adjusted by the National Geodetic Survey in June 1991..
 NB0147
 NB0147.The geoid height was determined by GEOID03.
 NB0147
 NB0147.The dynamic height is computed by dividing the NAVD 88
 NB0147.geopotential number by the normal gravity value computed on the
 NB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0147.degrees latitude (g = 980.6199 gals.).
 NB0147
 NB0147.The modeled gravity was interpolated from observed gravity values.
 NB0147
 NB0147;                    North         East    Units  Estimated Accuracy
 NB0147;SPC NY C     -   292,820.      281,670.      MT  (+/- 180 meters Scaled)
 NB0147
 NB0147                          SUPERSEDED SURVEY CONTROL
 NB0147
 NB0147  NGVD 29 (??/??/92)  392.602  (m)         1288.06   (f) ADJ UNCH    2 0
 NB0147
 NB0147.Superseded values are not recommended for survey control.
 NB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0147.See file dsdata.txt to determine how the superseded data were derived.
 NB0147
 NB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN018211(NAD 83)
 NB0147_MARKER: DB = BENCH MARK DISK
 NB0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0147_SP_SET: CULVERT
 NB0147_STAMPING: D 158 1942
 NB0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0147
 NB0147  HISTORY     - Date     Condition        Report By
 NB0147  HISTORY     - 1942     MONUMENTED       CGS
 NB0147  HISTORY     - 1955     MARK NOT FOUND   USGS
 NB0147  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 NB0147
 NB0147                          STATION DESCRIPTION
 NB0147
 NB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0147'1.1 MI W FROM HOMER.
 NB0147'TO REACH FROM THE POST OFFICE IN HOMER-- PROCEED 1.1 MILES WEST IN
 NB0147'STATE HIGHWAY NO. 90 TO SITE OF BENCH MARK. BENCH MARK IS ON HILLSIDE
 NB0147'ABOUT 150.0 FEET EAST OF THE OUTSIDE OF A CURVE, 56.0 FEET SOUTHEAST
 NB0147'OF THE CENTER LINE OF A SIDE ROAD LEADING NORTH, AND 19.0 FEET
 NB0147'NORTHEAST OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 NB0147'IT IS 3.0 FEET SOUTHWEST OF A FENCE AND SET HORIZONTALLY IN THE
 NB0147'CENTER OF THE NORTHEAST HEAD WALL OF A CONCRETE CULVERT. A STANDARD
 NB0147'DISK, STAMPED D 158 1942.
 NB0147
 NB0147                          STATION RECOVERY (1955)
 NB0147
 NB0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 NB0147'MARK NOT FOUND.
 NB0147
 NB0147                          STATION RECOVERY (1995)
 NB0147
 NB0147'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0633 ***********************************************************************
 NB0633  DESIGNATION -  D 159
 NB0633  PID         -  NB0633
 NB0633  STATE/COUNTY-  NY/CAYUGA
 NB0633  USGS QUAD   -  SHELDRAKE (1971)
 NB0633
 NB0633                         *CURRENT SURVEY CONTROL
 NB0633  ___________________________________________________________________
 NB0633* NAD 83(1986)-  42 39 53.     (N)    076 37 43.     (W)     SCALED    
 NB0633* NAVD 88     -       269.814  (meters)     885.21   (feet)  ADJUSTED  
 NB0633  ___________________________________________________________________
 NB0633  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NB0633  DYNAMIC HT  -         269.734 (meters)     884.95  (feet)  COMP
 NB0633  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 NB0633
 NB0633  VERT ORDER  -  FIRST     CLASS II
 NB0633
 NB0633.The horizontal coordinates were scaled from a topographic map and have
 NB0633.an estimated accuracy of +/- 6 seconds.
 NB0633
 NB0633.The orthometric height was determined by differential leveling
 NB0633.and adjusted by the National Geodetic Survey in June 1991..
 NB0633
 NB0633.The geoid height was determined by GEOID03.
 NB0633
 NB0633.The dynamic height is computed by dividing the NAVD 88
 NB0633.geopotential number by the normal gravity value computed on the
 NB0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0633.degrees latitude (g = 980.6199 gals.).
 NB0633
 NB0633.The modeled gravity was interpolated from observed gravity values.
 NB0633
 NB0633;                    North         East    Units  Estimated Accuracy
 NB0633;SPC NY C     -   295,930.      246,290.      MT  (+/- 180 meters Scaled)
 NB0633
 NB0633                          SUPERSEDED SURVEY CONTROL
 NB0633
 NB0633  NGVD 29 (??/??/92)  269.961  (m)          885.70   (f) ADJ UNCH    1 2
 NB0633
 NB0633.Superseded values are not recommended for survey control.
 NB0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0633.See file dsdata.txt to determine how the superseded data were derived.
 NB0633
 NB0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN665248(NAD 83)
 NB0633_MARKER: DB = BENCH MARK DISK
 NB0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0633_SP_SET: CULVERT
 NB0633_STAMPING: D 159 1942
 NB0633_MARK LOGO: CGS   
 NB0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0633
 NB0633  HISTORY     - Date     Condition        Report By
 NB0633  HISTORY     - 1942     MONUMENTED       CGS
 NB0633  HISTORY     - 1982     GOOD             NGS
 NB0633  HISTORY     - 1985     GOOD             USPSQD
 NB0633  HISTORY     - 1986     GOOD             USPSQD
 NB0633  HISTORY     - 1990     GOOD             USPSQD
 NB0633  HISTORY     - 20060917 GOOD             GEOCAC
 NB0633
 NB0633                          STATION DESCRIPTION
 NB0633
 NB0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0633'0.6 MI W FROM KING FERRY.
 NB0633'TO REACH FROM POST OFFICE--PROCEED WEST ON STATE HIGHWAY NO. 90 TO
 NB0633'SITE OF BENCH MARK. BENCH MARK IS 85.0 FEET SOUTH ACROSS HIGHWAY,
 NB0633'OF THE SOUTHWEST CORNER OF A TWO-STORY FRAME HOUSE AND 51.0 FEET
 NB0633'WEST OF A TELEPHONE POLE. IT IS 19.6 FEET SOUTH OF AND ABOUT 0.5
 NB0633'FOOT BELOW THE CENTER LINE OF HIGHWAY, 7.0 FEET NORTH OF THE RIGHT-
 NB0633'OF-WAY FENCE AND SET HORIZONTALLY IN THE CENTER OF THE SOUTH HEAD
 NB0633'WALL OF A CONCRETE CULVERT.
 NB0633
 NB0633                          STATION RECOVERY (1982)
 NB0633
 NB0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0633'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0633'1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 90 FROM THE
 NB0633'INTERSECTION OF STATE HIGHWAY 34B IN KING FERRY TO THE MARK ON
 NB0633'THE LEFT, IN TOP OF THE CENTER OF THE SOUTH HEADWALL OF A
 NB0633'CONCRETE CULVERT UNDER THE HIGHWAY, 5.93 METERS (19.4 FT)
 NB0633'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.40 METERS (50.5 FT)
 NB0633'WEST OF TELEPHONE POLE NUMBER 6060 124, 10.82 METERS (35.5 FT)
 NB0633'EAST OF A FIRE HYDRANT.  NOTE--THE CONCRETE IS ERODING
 NB0633'AROUND THE DISK.
 NB0633'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 NB0633'THE MARK IS 0.15 M BELOW HIGHWAY.
 NB0633
 NB0633                          STATION RECOVERY (1985)
 NB0633
 NB0633'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0633'THE MARK IS 1.5 FEET SOUTH OF A NOAA ORANGE WITNESS POST.
 NB0633
 NB0633                          STATION RECOVERY (1986)
 NB0633
 NB0633'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0633'RECOVERED IN GOOD CONDITION.
 NB0633
 NB0633                          STATION RECOVERY (1990)
 NB0633
 NB0633'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0633'RECOVERED IN GOOD CONDITION.
 NB0633
 NB0633                          STATION RECOVERY (2006)
 NB0633
 NB0633'RECOVERY NOTE BY GEOCACHING 2006 (RGS)
 NB0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0049 ***********************************************************************
 PJ0049  DESIGNATION -  D 16
 PJ0049  PID         -  PJ0049
 PJ0049  STATE/COUNTY-  NY/JEFFERSON
 PJ0049  USGS QUAD   -  DEXTER (1982)
 PJ0049
 PJ0049                         *CURRENT SURVEY CONTROL
 PJ0049  ___________________________________________________________________
 PJ0049* NAD 83(1986)-  44 02 29.     (N)    076 04 17.     (W)     SCALED    
 PJ0049* NAVD 88     -       100.731  (meters)     330.48   (feet)  ADJUSTED  
 PJ0049  ___________________________________________________________________
 PJ0049  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 PJ0049  DYNAMIC HT  -         100.716 (meters)     330.43  (feet)  COMP
 PJ0049  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 PJ0049
 PJ0049  VERT ORDER  -  FIRST     CLASS II
 PJ0049
 PJ0049.The horizontal coordinates were scaled from a topographic map and have
 PJ0049.an estimated accuracy of +/- 6 seconds.
 PJ0049
 PJ0049.The orthometric height was determined by differential leveling
 PJ0049.and adjusted by the National Geodetic Survey in June 1991..
 PJ0049
 PJ0049.The geoid height was determined by GEOID03.
 PJ0049
 PJ0049.The dynamic height is computed by dividing the NAVD 88
 PJ0049.geopotential number by the normal gravity value computed on the
 PJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0049.degrees latitude (g = 980.6199 gals.).
 PJ0049
 PJ0049.The modeled gravity was interpolated from observed gravity values.
 PJ0049
 PJ0049;                    North         East    Units  Estimated Accuracy
 PJ0049;SPC NY C     -   448,990.      291,030.      MT  (+/- 180 meters Scaled)
 PJ0049
 PJ0049                          SUPERSEDED SURVEY CONTROL
 PJ0049
 PJ0049  NGVD 29 (??/??/92)  100.870  (m)          330.94   (f) ADJ UNCH    1 2
 PJ0049
 PJ0049.Superseded values are not recommended for survey control.
 PJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0049.See file dsdata.txt to determine how the superseded data were derived.
 PJ0049
 PJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP141770(NAD 83)
 PJ0049_MARKER: Z = SEE DESCRIPTION
 PJ0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0049_SP_SET: RAIL
 PJ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0049
 PJ0049  HISTORY     - Date     Condition        Report By
 PJ0049  HISTORY     - UNK      MONUMENTED       CGS
 PJ0049  HISTORY     - 1943     GOOD             NGS
 PJ0049
 PJ0049                          STATION DESCRIPTION
 PJ0049
 PJ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0049'1.4 MI NW FROM LIMERICK.
 PJ0049'D 16.--ABOUT 1.4 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 PJ0049'FROM THE STATION AT LIMERICK, JEFFERSON COUNTY, NORTH OF THE TRACK,
 PJ0049'ON THE RAIL SUPPORTING MILEPOST W 10, AND ABOUT 2 FEET ABOVE GROUND.
 PJ0049'THE HIGHEST POINT OF THE RAIL NEAREST THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0882 ***********************************************************************
 NB0882  DESIGNATION -  D 160
 NB0882  PID         -  NB0882
 NB0882  STATE/COUNTY-  NY/ONTARIO
 NB0882  USGS QUAD   -  BRISTOL CENTER (1976)
 NB0882
 NB0882                         *CURRENT SURVEY CONTROL
 NB0882  ___________________________________________________________________
 NB0882* NAD 83(1986)-  42 51 03.     (N)    077 23 41.     (W)     SCALED    
 NB0882* NAVD 88     -       274.735  (meters)     901.36   (feet)  ADJUSTED  
 NB0882  ___________________________________________________________________
 NB0882  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 NB0882  DYNAMIC HT  -         274.651 (meters)     901.08  (feet)  COMP
 NB0882  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 NB0882
 NB0882  VERT ORDER  -  SECOND    CLASS 0
 NB0882
 NB0882.The horizontal coordinates were scaled from a topographic map and have
 NB0882.an estimated accuracy of +/- 6 seconds.
 NB0882
 NB0882.The orthometric height was determined by differential leveling
 NB0882.and adjusted by the National Geodetic Survey in June 1991..
 NB0882
 NB0882.The geoid height was determined by GEOID03.
 NB0882
 NB0882.The dynamic height is computed by dividing the NAVD 88
 NB0882.geopotential number by the normal gravity value computed on the
 NB0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0882.degrees latitude (g = 980.6199 gals.).
 NB0882
 NB0882.The modeled gravity was interpolated from observed gravity values.
 NB0882
 NB0882;                    North         East    Units  Estimated Accuracy
 NB0882;SPC NY C     -   316,920.      183,680.      MT  (+/- 180 meters Scaled)
 NB0882
 NB0882                          SUPERSEDED SURVEY CONTROL
 NB0882
 NB0882  NGVD 29 (??/??/92)  274.874  (m)          901.82   (f) ADJ UNCH    2 0
 NB0882
 NB0882.Superseded values are not recommended for survey control.
 NB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0882.See file dsdata.txt to determine how the superseded data were derived.
 NB0882
 NB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN043470(NAD 83)
 NB0882_MARKER: DB = BENCH MARK DISK
 NB0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0882_SP_SET: CULVERT
 NB0882_STAMPING: D 160 1942
 NB0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0882
 NB0882  HISTORY     - Date     Condition        Report By
 NB0882  HISTORY     - 1942     MONUMENTED       CGS
 NB0882  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NB0882  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0882
 NB0882                          STATION DESCRIPTION
 NB0882
 NB0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0882'2.9 MI N FROM BRISTOL CENTER.
 NB0882'TO REACH FROM THE METHODIST AT BRISTOL CENTER. PROCEED NORTHERLY
 NB0882'ALONG NEW YORK STATE HIGHWAY NO. 64 2.9 MILES TO THE SITE OF
 NB0882'THE BENCH MARK. BENCH MARK IS IN WEST HEADWALL OF CONCRETE ROAD
 NB0882'CULVERT AND ABOUT 400. FEET NORTH OF FICHERS CORNER. IT IS 21.2
 NB0882'FEET NORTHWEST OF THE CENTER LINE OF PAVEMENT AND ABOUT 1.4 MILES
 NB0882'NORTH OF JUNCTION OF STATE HIGHWAY NO. 64 AND U.S. HIGHWAY NO. 20 A.
 NB0882
 NB0882                          STATION RECOVERY (1986)
 NB0882
 NB0882'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0882'MARK NOT FOUND.
 NB0882
 NB0882                          STATION RECOVERY (1988)
 NB0882
 NB0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1391 ***********************************************************************
 NB1391  DESIGNATION -  D 161
 NB1391  PID         -  NB1391
 NB1391  STATE/COUNTY-  NY/LIVINGSTON
 NB1391  USGS QUAD   -  GENESEO (1978)
 NB1391
 NB1391                         *CURRENT SURVEY CONTROL
 NB1391  ___________________________________________________________________
 NB1391* NAD 83(1986)-  42 47 59.     (N)    077 47 01.     (W)     SCALED    
 NB1391* NAVD 88     -       273.433  (meters)     897.09   (feet)  ADJUSTED  
 NB1391  ___________________________________________________________________
 NB1391  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NB1391  DYNAMIC HT  -         273.355 (meters)     896.83  (feet)  COMP
 NB1391  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 NB1391
 NB1391  VERT ORDER  -  SECOND    CLASS 0
 NB1391
 NB1391.The horizontal coordinates were scaled from a topographic map and have
 NB1391.an estimated accuracy of +/- 6 seconds.
 NB1391
 NB1391.The orthometric height was determined by differential leveling
 NB1391.and adjusted by the National Geodetic Survey in June 1991..
 NB1391
 NB1391.The geoid height was determined by GEOID03.
 NB1391
 NB1391.The dynamic height is computed by dividing the NAVD 88
 NB1391.geopotential number by the normal gravity value computed on the
 NB1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1391.degrees latitude (g = 980.6199 gals.).
 NB1391
 NB1391.The modeled gravity was interpolated from observed gravity values.
 NB1391
 NB1391;                    North         East    Units  Estimated Accuracy
 NB1391;SPC NY W     -   311,230.      415,420.      MT  (+/- 180 meters Scaled)
 NB1391
 NB1391                          SUPERSEDED SURVEY CONTROL
 NB1391
 NB1391  NGVD 29 (??/??/92)  273.593  (m)          897.61   (f) ADJ UNCH    2 0
 NB1391
 NB1391.Superseded values are not recommended for survey control.
 NB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1391.See file dsdata.txt to determine how the superseded data were derived.
 NB1391
 NB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN723423(NAD 83)
 NB1391_MARKER: DB = BENCH MARK DISK
 NB1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1391_SP_SET: CULVERT
 NB1391_STAMPING: D 161 1942
 NB1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1391
 NB1391  HISTORY     - Date     Condition        Report By
 NB1391  HISTORY     - 1942     MONUMENTED       CGS
 NB1391
 NB1391                          STATION DESCRIPTION
 NB1391
 NB1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1391'2.0 MI E FROM GENESEO.
 NB1391'TO REACH FROM THE HIGH SCHOOL AT GENESEO. PROCEED EASTERLY ALONG
 NB1391'U.S. HIGHWAY NO. 20A 2.0 MILES TO THE SITE OF THE BENCH MARK. BENCH
 NB1391'MARK IS IN SOUTH HEADWALL OF CONCRETE ROAD CULVERT AND 1.0 FOOT WEST
 NB1391'OF EAST END OF HEAD WALL. IT IS ABOUT 1.2 MILES EAST OF CEMETERY OF
 NB1391'GENESEO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1432 ***********************************************************************
 NB1432  DESIGNATION -  D 162
 NB1432  PID         -  NB1432
 NB1432  STATE/COUNTY-  NY/ONTARIO
 NB1432  USGS QUAD   -  SPRINGWATER (1942)
 NB1432
 NB1432                         *CURRENT SURVEY CONTROL
 NB1432  ___________________________________________________________________
 NB1432* NAD 83(1986)-  42 43 00.     (N)    077 31 59.     (W)     SCALED    
 NB1432* NAVD 88     -       561.328  (meters)    1841.62   (feet)  ADJUSTED  
 NB1432  ___________________________________________________________________
 NB1432  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB1432  DYNAMIC HT  -         561.128 (meters)    1840.97  (feet)  COMP
 NB1432  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 NB1432
 NB1432  VERT ORDER  -  SECOND    CLASS 0
 NB1432
 NB1432.The horizontal coordinates were scaled from a topographic map and have
 NB1432.an estimated accuracy of +/- 6 seconds.
 NB1432
 NB1432.The orthometric height was determined by differential leveling
 NB1432.and adjusted by the National Geodetic Survey in June 1991..
 NB1432
 NB1432.The geoid height was determined by GEOID03.
 NB1432
 NB1432.The dynamic height is computed by dividing the NAVD 88
 NB1432.geopotential number by the normal gravity value computed on the
 NB1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1432.degrees latitude (g = 980.6199 gals.).
 NB1432
 NB1432.The modeled gravity was interpolated from observed gravity values.
 NB1432
 NB1432;                    North         East    Units  Estimated Accuracy
 NB1432;SPC NY C     -   302,130.      172,210.      MT  (+/- 180 meters Scaled)
 NB1432
 NB1432                          SUPERSEDED SURVEY CONTROL
 NB1432
 NB1432  NGVD 29 (??/??/92)  561.453  (m)         1842.03   (f) ADJ UNCH    2 0
 NB1432
 NB1432.Superseded values are not recommended for survey control.
 NB1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1432.See file dsdata.txt to determine how the superseded data were derived.
 NB1432
 NB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN925324(NAD 83)
 NB1432_MARKER: DB = BENCH MARK DISK
 NB1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1432_STAMPING: D 162 1942
 NB1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1432+STABILITY: SURFACE MOTION
 NB1432
 NB1432  HISTORY     - Date     Condition        Report By
 NB1432  HISTORY     - 1942     MONUMENTED       CGS
 NB1432  HISTORY     - 19951013 MARK NOT FOUND   USPSQD
 NB1432
 NB1432                          STATION DESCRIPTION
 NB1432
 NB1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1432'5.9 MI S FROM HONEOYE.
 NB1432'TO REACH FROM THE U.S. POST OFFICE AT HONEOYE--PROCEED WESTERLY
 NB1432'ALONG U.S. HIGHWAY NO. 20A 0.8 MILE, THENCE SOUTHERLY ALONG COUNTY
 NB1432'ROAD 5.1 MILES TO THE SITE OF THE BENCH MARK. BENCH MARK IS 57.8
 NB1432'FEET SOUTHEAST OF A BARN AND IN SOUTHEAST CORNER OF FARMSTEAD. IT IS
 NB1432'23.5 FEET WEST OF AND ABOUT 0.7 FOOT ABOVE THE CENTER LINE OF THE
 NB1432'ROAD AND 3.FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 NB1432'PROJECTS 0.5 FOOT.
 NB1432
 NB1432                          STATION RECOVERY (1995)
 NB1432
 NB1432'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0167 ***********************************************************************
 NB0167  DESIGNATION -  D 163
 NB0167  PID         -  NB0167
 NB0167  STATE/COUNTY-  NY/TOMPKINS
 NB0167  USGS QUAD   -  GROTON (1970)
 NB0167
 NB0167                         *CURRENT SURVEY CONTROL
 NB0167  ___________________________________________________________________
 NB0167* NAD 83(1986)-  42 36 39.     (N)    076 22 06.     (W)     SCALED    
 NB0167* NAVD 88     -       338.351  (meters)    1110.07   (feet)  ADJUSTED  
 NB0167  ___________________________________________________________________
 NB0167  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NB0167  DYNAMIC HT  -         338.242 (meters)    1109.72  (feet)  COMP
 NB0167  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 NB0167
 NB0167  VERT ORDER  -  SECOND    CLASS 0
 NB0167
 NB0167.The horizontal coordinates were scaled from a topographic map and have
 NB0167.an estimated accuracy of +/- 6 seconds.
 NB0167
 NB0167.The orthometric height was determined by differential leveling
 NB0167.and adjusted by the National Geodetic Survey in June 1991..
 NB0167
 NB0167.The geoid height was determined by GEOID03.
 NB0167
 NB0167.The dynamic height is computed by dividing the NAVD 88
 NB0167.geopotential number by the normal gravity value computed on the
 NB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0167.degrees latitude (g = 980.6199 gals.).
 NB0167
 NB0167.The modeled gravity was interpolated from observed gravity values.
 NB0167
 NB0167;                    North         East    Units  Estimated Accuracy
 NB0167;SPC NY C     -   289,960.      267,640.      MT  (+/- 180 meters Scaled)
 NB0167
 NB0167                          SUPERSEDED SURVEY CONTROL
 NB0167
 NB0167  NGVD 29 (??/??/92)  338.497  (m)         1110.55   (f) ADJ UNCH    2 0
 NB0167
 NB0167.Superseded values are not recommended for survey control.
 NB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0167.See file dsdata.txt to determine how the superseded data were derived.
 NB0167
 NB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN877185(NAD 83)
 NB0167_MARKER: DB = BENCH MARK DISK
 NB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0167_STAMPING: D 163 1942
 NB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0167+STABILITY: SURFACE MOTION
 NB0167
 NB0167  HISTORY     - Date     Condition        Report By
 NB0167  HISTORY     - 1942     MONUMENTED       CGS
 NB0167  HISTORY     - 19901116 MARK NOT FOUND   USPSQD
 NB0167
 NB0167                          STATION DESCRIPTION
 NB0167
 NB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0167'1.6 MI NE FROM GROTON.
 NB0167'TO REACH FROM THE U.S. POST OFFICE AT GROTON-- PROCEED NORTHERLY
 NB0167'ALONG NEW YORK STATE HIGHWAY NO. 38 1.MILE THENCE NORTHERLY ALONG
 NB0167'COUNTY ROAD 0.6 MILE TO THE SITE OF THE BENCH MARK. BENCH MARK IS
 NB0167'ABOUT 0.6 MILE SOUTH OF CAYUGA-TOMPKINS COUNTY LINE AND IN NORTHWEST
 NB0167'CORNER OF FARM YARD. IT IS 27.4 FEET EAST OF AND ABOUT 1.2 FOOT ABOVE
 NB0167'THE CENTER LINE OF THE ROAD 20.2 FEET WEST OF YARD LIGHT POLE, 44.8
 NB0167'FEET WEST OF FARM HOUSE AND 2.FEET SOUTH OF GATE POST. THE MONUMENT
 NB0167'PROJECTS 0.3 FOOT. A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 NB0167'STAMPED D 163 1942.
 NB0167
 NB0167                          STATION RECOVERY (1990)
 NB0167
 NB0167'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0113 ***********************************************************************
 NB0113  DESIGNATION -  D 164
 NB0113  PID         -  NB0113
 NB0113  STATE/COUNTY-  NY/CAYUGA
 NB0113  USGS QUAD   -  MORAVIA (1976)
 NB0113
 NB0113                         *CURRENT SURVEY CONTROL
 NB0113  ___________________________________________________________________
 NB0113* NAD 83(1986)-  42 40 53.     (N)    076 25 32.     (W)     SCALED    
 NB0113* NAVD 88     -       232.692  (meters)     763.42   (feet)  ADJUSTED  
 NB0113  ___________________________________________________________________
 NB0113  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB0113  DYNAMIC HT  -         232.621 (meters)     763.19  (feet)  COMP
 NB0113  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 NB0113
 NB0113  VERT ORDER  -  SECOND    CLASS 0
 NB0113
 NB0113.The horizontal coordinates were scaled from a topographic map and have
 NB0113.an estimated accuracy of +/- 6 seconds.
 NB0113
 NB0113.The orthometric height was determined by differential leveling
 NB0113.and adjusted by the National Geodetic Survey in June 1991..
 NB0113
 NB0113.The geoid height was determined by GEOID03.
 NB0113
 NB0113.The dynamic height is computed by dividing the NAVD 88
 NB0113.geopotential number by the normal gravity value computed on the
 NB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0113.degrees latitude (g = 980.6199 gals.).
 NB0113
 NB0113.The modeled gravity was interpolated from observed gravity values.
 NB0113
 NB0113;                    North         East    Units  Estimated Accuracy
 NB0113;SPC NY C     -   297,790.      262,930.      MT  (+/- 180 meters Scaled)
 NB0113
 NB0113                          SUPERSEDED SURVEY CONTROL
 NB0113
 NB0113  NGVD 29 (??/??/92)  232.84   (m)          763.9    (f) COMPUTED    2 0
 NB0113
 NB0113.Superseded values are not recommended for survey control.
 NB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0113.See file dsdata.txt to determine how the superseded data were derived.
 NB0113
 NB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN832264(NAD 83)
 NB0113_MARKER: DB = BENCH MARK DISK
 NB0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0113_SP_SET: CULVERT
 NB0113_STAMPING: D 164 1942
 NB0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0113
 NB0113  HISTORY     - Date     Condition        Report By
 NB0113  HISTORY     - 1942     MONUMENTED       CGS
 NB0113  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 NB0113
 NB0113                          STATION DESCRIPTION
 NB0113
 NB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0113'2.0 MI S FROM MORAVIA.
 NB0113'TO REACH FROM THE U.S. POST OFFICE AT MORAVIA-- PROCEED SOUTHERLY
 NB0113'ALONG NEW YORK STATE HIGHWAY NO. 38 2.0 MILES TO THE SITE OF THE
 NB0113'BENCH MARK. BENCH MARK IS 19.7 FEET NORTH OF POWER POLE NUMBERED
 NB0113'TFR 36. IT IS SET HORIZONTALLY IN THE MIDDLE OF THE WEST HEADWALL OF
 NB0113'A CONCRETE ROAD CULVERT AT THE SETTLEMENT OF CENTERVILLE AND ABOUT
 NB0113'300 FEET EAST OF RAILROAD TRACK.
 NB0113
 NB0113                          STATION RECOVERY (1994)
 NB0113
 NB0113'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0114 ***********************************************************************
 NB0114  DESIGNATION -  D 164 RESET 1956
 NB0114  PID         -  NB0114
 NB0114  STATE/COUNTY-  NY/CAYUGA
 NB0114  USGS QUAD   -  MORAVIA (1976)
 NB0114
 NB0114                         *CURRENT SURVEY CONTROL
 NB0114  ___________________________________________________________________
 NB0114* NAD 83(1986)-  42 40 53.     (N)    076 25 32.     (W)     SCALED    
 NB0114* NAVD 88     -       232.47   (+/-2cm)     762.7    (feet)  VERTCON   
 NB0114  ___________________________________________________________________
 NB0114  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB0114
 NB0114  VERT ORDER  -  THIRD (See Below)
 NB0114
 NB0114.The horizontal coordinates were scaled from a topographic map and have
 NB0114.an estimated accuracy of +/- 6 seconds.
 NB0114
 NB0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0114.The vertical order pertains to the NGVD 29 superseded value.
 NB0114
 NB0114.The geoid height was determined by GEOID03.
 NB0114
 NB0114;                    North         East    Units  Estimated Accuracy
 NB0114;SPC NY C     -   297,790.      262,930.      MT  (+/- 180 meters Scaled)
 NB0114
 NB0114                          SUPERSEDED SURVEY CONTROL
 NB0114
 NB0114  NGVD 29 (??/??/??)  232.62   (m)          763.2    (f) RESET       3  
 NB0114
 NB0114.Superseded values are not recommended for survey control.
 NB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0114.See file dsdata.txt to determine how the superseded data were derived.
 NB0114
 NB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN832264(NAD 83)
 NB0114_MARKER: DB = BENCH MARK DISK
 NB0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0114_SP_SET: CULVERT
 NB0114_STAMPING: D 164 RESET 1956
 NB0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0114
 NB0114  HISTORY     - Date     Condition        Report By
 NB0114  HISTORY     - 1956     MONUMENTED       CGS
 NB0114  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 NB0114
 NB0114                          STATION DESCRIPTION
 NB0114
 NB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NB0114'2 MI S FROM MORAVIA.
 NB0114'TO REACH FROM THE U.S. POST OFFICE AT MORAVIA, CAYUGA COUNTY,
 NB0114'PROCEED SOUTHERLY ALONG STATE HIGHWAY 38, 2 MILES TO THE SITE OF THE
 NB0114'BENCH MARK AT THE SETTLEMENT OF CENTERVILLE. A STANDARD DISK,
 NB0114'STAMPED D 164 RESET 1956 AND SET ON WEST HEADWALL OF NEW 30 INCH
 NB0114'CONCRETE PIPE.
 NB0114
 NB0114                          STATION RECOVERY (1994)
 NB0114
 NB0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1406 ***********************************************************************
 NB1406  DESIGNATION -  D 165
 NB1406  PID         -  NB1406
 NB1406  STATE/COUNTY-  NY/LIVINGSTON
 NB1406  USGS QUAD   -  HONEOYE (1951)
 NB1406
 NB1406                         *CURRENT SURVEY CONTROL
 NB1406  ___________________________________________________________________
 NB1406* NAD 83(1986)-  42 46 38.     (N)    077 37 08.     (W)     SCALED    
 NB1406* NAVD 88     -       278.343  (meters)     913.20   (feet)  ADJUSTED  
 NB1406  ___________________________________________________________________
 NB1406  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NB1406  DYNAMIC HT  -         278.255 (meters)     912.91  (feet)  COMP
 NB1406  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 NB1406
 NB1406  VERT ORDER  -  SECOND    CLASS 0
 NB1406
 NB1406.The horizontal coordinates were scaled from a topographic map and have
 NB1406.an estimated accuracy of +/- 6 seconds.
 NB1406
 NB1406.The orthometric height was determined by differential leveling
 NB1406.and adjusted by the National Geodetic Survey in June 1991..
 NB1406
 NB1406.The geoid height was determined by GEOID03.
 NB1406
 NB1406.The dynamic height is computed by dividing the NAVD 88
 NB1406.geopotential number by the normal gravity value computed on the
 NB1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1406.degrees latitude (g = 980.6199 gals.).
 NB1406
 NB1406.The modeled gravity was interpolated from observed gravity values.
 NB1406
 NB1406;                    North         East    Units  Estimated Accuracy
 NB1406;SPC NY W     -   308,870.      428,920.      MT  (+/- 180 meters Scaled)
 NB1406
 NB1406                          SUPERSEDED SURVEY CONTROL
 NB1406
 NB1406  NGVD 29 (??/??/92)  278.490  (m)          913.68   (f) ADJ UNCH    2 0
 NB1406
 NB1406.Superseded values are not recommended for survey control.
 NB1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1406.See file dsdata.txt to determine how the superseded data were derived.
 NB1406
 NB1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN857394(NAD 83)
 NB1406_MARKER: DB = BENCH MARK DISK
 NB1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1406_STAMPING: D 165 1942
 NB1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1406+STABILITY: SURFACE MOTION
 NB1406
 NB1406  HISTORY     - Date     Condition        Report By
 NB1406  HISTORY     - 1942     MONUMENTED       CGS
 NB1406  HISTORY     - 1988     GOOD             USPSQD
 NB1406  HISTORY     - 19950823 GOOD             USPSQD
 NB1406  HISTORY     - 20040925 MARK NOT FOUND   USPSQD
 NB1406
 NB1406                          STATION DESCRIPTION
 NB1406
 NB1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1406'2.3 MI SW FROM HEMLOCK.
 NB1406'TO REACH FROM THE POST OFFICE AT HEMLOCK--PROCEED 1.6 MILES
 NB1406'SOUTHERLY ALONG STATE HIGHWAY NO.15-A TO ENTRANCE TO CITY OF
 NB1406'ROCHESTER GROUNDS AT THE NORTH END OF LAKE HEMLOCK. THENCE, GO 0.7
 NB1406'MILE WESTERLY ALONG CITY ROAD THROUGH PARK TO THE NORTHWEST CORNER
 NB1406'OF LAKE HEMLOCK AND THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT
 NB1406'175.0 FEET EAST OF A RANCH HOUSE, ABOUT 75.0 FEET SOUTH OF A CONCRETE
 NB1406'BRIDGE AND 12.0 FEET EAST OF A NORTHSOUTH ROAD. THE MONUMENT
 NB1406'PROJECTS 0.2 FOOT.
 NB1406
 NB1406                          STATION RECOVERY (1988)
 NB1406
 NB1406'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFH)
 NB1406'RECOVERED IN GOOD CONDITION.
 NB1406
 NB1406                          STATION RECOVERY (1995)
 NB1406
 NB1406'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1406'RECOVERED IN GOOD CONDITION.
 NB1406
 NB1406                          STATION RECOVERY (2004)
 NB1406
 NB1406'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMW)
 NB1406'THE RANCH HOUSE IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0944 ***********************************************************************
 NB0944  DESIGNATION -  D 166
 NB0944  PID         -  NB0944
 NB0944  STATE/COUNTY-  NY/YATES
 NB0944  USGS QUAD   -  POTTER (1976)
 NB0944
 NB0944                         *CURRENT SURVEY CONTROL
 NB0944  ___________________________________________________________________
 NB0944* NAD 83(1986)-  42 41 13.     (N)    077 07 38.     (W)     SCALED    
 NB0944* NAVD 88     -       271.147  (meters)     889.59   (feet)  ADJUSTED  
 NB0944  ___________________________________________________________________
 NB0944  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NB0944  DYNAMIC HT  -         271.058 (meters)     889.30  (feet)  COMP
 NB0944  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 NB0944
 NB0944  VERT ORDER  -  SECOND    CLASS 0
 NB0944
 NB0944.The horizontal coordinates were scaled from a topographic map and have
 NB0944.an estimated accuracy of +/- 6 seconds.
 NB0944
 NB0944.The orthometric height was determined by differential leveling
 NB0944.and adjusted by the National Geodetic Survey in June 1991..
 NB0944
 NB0944.The geoid height was determined by GEOID03.
 NB0944
 NB0944.The dynamic height is computed by dividing the NAVD 88
 NB0944.geopotential number by the normal gravity value computed on the
 NB0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0944.degrees latitude (g = 980.6199 gals.).
 NB0944
 NB0944.The modeled gravity was interpolated from observed gravity values.
 NB0944
 NB0944;                    North         East    Units  Estimated Accuracy
 NB0944;SPC NY C     -   298,540.      205,430.      MT  (+/- 180 meters Scaled)
 NB0944
 NB0944                          SUPERSEDED SURVEY CONTROL
 NB0944
 NB0944  NGVD 29 (??/??/92)  271.301  (m)          890.09   (f) ADJ UNCH    2 0
 NB0944
 NB0944.Superseded values are not recommended for survey control.
 NB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0944.See file dsdata.txt to determine how the superseded data were derived.
 NB0944
 NB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN257282(NAD 83)
 NB0944_MARKER: DB = BENCH MARK DISK
 NB0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0944_SP_SET: BRIDGE
 NB0944_STAMPING: D 166 1942
 NB0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0944
 NB0944  HISTORY     - Date     Condition        Report By
 NB0944  HISTORY     - 1942     MONUMENTED       CGS
 NB0944  HISTORY     - 1957     GOOD             LOCENG
 NB0944  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0944  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0944
 NB0944                          STATION DESCRIPTION
 NB0944
 NB0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0944'4.3 MI W FROM PENN YAN.
 NB0944'TO REACH FROM THE POST OFFICE AT PENN YAN--PROCEED 0.5 MILE NORTH
 NB0944'ALONG STATE HIGHWAY NO. 54 TO INTERSECTION OF STATE HIGHWAY NO. 364.
 NB0944'THENCE, GO 3.8 MILES WESTERLY ALONG STATE HIGHWAY NO. 364 TO LARGE
 NB0944'CONCRETE BRIDGE AND SITE OF BENCH MARK. BENCH MARK IS SET
 NB0944'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A 30-FOOT
 NB0944'CONCRETE BRIDGE, ABOUT 0.2 MILE EAST OF INTERSECTION OF ROAD LEADING
 NB0944'SOUTH TOWARD BRANCHPORT AND ABOUT 150.0 FEET WEST OF INTERSECTION OF
 NB0944'LANE LEADING SOUTH TO A FARM HOUSE. IT IS 11.0 FEET NORTH OF AND
 NB0944'ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 NB0944
 NB0944                          STATION RECOVERY (1957)
 NB0944
 NB0944'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB0944'RECOVERED IN GOOD CONDITION.
 NB0944
 NB0944                          STATION RECOVERY (1989)
 NB0944
 NB0944'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0944'MARK NOT FOUND.
 NB0944
 NB0944                          STATION RECOVERY (1994)
 NB0944
 NB0944'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1147 ***********************************************************************
 NB1147  DESIGNATION -  D 167
 NB1147  PID         -  NB1147
 NB1147  STATE/COUNTY-  NY/STEUBEN
 NB1147  USGS QUAD   -  HAMMONDSPORT (1976)
 NB1147
 NB1147                         *CURRENT SURVEY CONTROL
 NB1147  ___________________________________________________________________
 NB1147* NAD 83(1986)-  42 29 49.     (N)    077 09 33.     (W)     SCALED    
 NB1147* NAVD 88     -       221.524  (meters)     726.78   (feet)  ADJUSTED  
 NB1147  ___________________________________________________________________
 NB1147  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NB1147  DYNAMIC HT  -         221.450 (meters)     726.54  (feet)  COMP
 NB1147  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 NB1147
 NB1147  VERT ORDER  -  SECOND    CLASS 0
 NB1147
 NB1147.The horizontal coordinates were scaled from a topographic map and have
 NB1147.an estimated accuracy of +/- 6 seconds.
 NB1147
 NB1147.The orthometric height was determined by differential leveling
 NB1147.and adjusted by the National Geodetic Survey in June 1991..
 NB1147
 NB1147.The geoid height was determined by GEOID03.
 NB1147
 NB1147.The dynamic height is computed by dividing the NAVD 88
 NB1147.geopotential number by the normal gravity value computed on the
 NB1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1147.degrees latitude (g = 980.6199 gals.).
 NB1147
 NB1147.The modeled gravity was interpolated from observed gravity values.
 NB1147
 NB1147;                    North         East    Units  Estimated Accuracy
 NB1147;SPC NY C     -   277,450.      202,670.      MT  (+/- 180 meters Scaled)
 NB1147
 NB1147                          SUPERSEDED SURVEY CONTROL
 NB1147
 NB1147  NGVD 29 (??/??/92)  221.685  (m)          727.31   (f) ADJ UNCH    2 0
 NB1147
 NB1147.Superseded values are not recommended for survey control.
 NB1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1147.See file dsdata.txt to determine how the superseded data were derived.
 NB1147
 NB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN225072(NAD 83)
 NB1147_MARKER: DB = BENCH MARK DISK
 NB1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1147_SP_SET: CULVERT
 NB1147_STAMPING: D-167 1942
 NB1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1147
 NB1147  HISTORY     - Date     Condition        Report By
 NB1147  HISTORY     - 1942     MONUMENTED       CGS
 NB1147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1147
 NB1147                          STATION DESCRIPTION
 NB1147
 NB1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1147'7.3 MI S FROM BRANCHPORT.
 NB1147'TO REACH FROM THE POST OFFICE AT BRANCHPORT, PROCEED 7.3 MILES ALONG
 NB1147'STATE HIGHWAY NO. 54 - A TO THE POL ROBERTS CO. WINERY NO. 552 AND
 NB1147'SITE OF BENCH MARK. BENCH MARK IS SET IN THE TOP AND IN THE CENTER
 NB1147'OF AN EAST 8.0 FOOT HEADWALL OF A 2.0 FOOT PIPE CULVERT, 75.0 FEET
 NB1147'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WINERY BUILDING 20.0
 NB1147'FEET EAST OF AND 0.4 FOOT BELOW THE CENTER LINE OF THE PAVEMENT.
 NB1147
 NB1147                          STATION RECOVERY (1989)
 NB1147
 NB1147'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1044 ***********************************************************************
 NB1044  DESIGNATION -  D 169
 NB1044  PID         -  NB1044
 NB1044  STATE/COUNTY-  NY/STEUBEN
 NB1044  USGS QUAD   -  PRATTSBURG (1942)
 NB1044
 NB1044                         *CURRENT SURVEY CONTROL
 NB1044  ___________________________________________________________________
 NB1044* NAD 83(1986)-  42 31 47.     (N)    077 19 40.     (W)     SCALED    
 NB1044* NAVD 88     -       625.925  (meters)    2053.56   (feet)  ADJUSTED  
 NB1044  ___________________________________________________________________
 NB1044  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NB1044  DYNAMIC HT  -         625.691 (meters)    2052.79  (feet)  COMP
 NB1044  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 NB1044
 NB1044  VERT ORDER  -  SECOND    CLASS 0
 NB1044
 NB1044.The horizontal coordinates were scaled from a topographic map and have
 NB1044.an estimated accuracy of +/- 6 seconds.
 NB1044
 NB1044.The orthometric height was determined by differential leveling
 NB1044.and adjusted by the National Geodetic Survey in June 1991..
 NB1044
 NB1044.The geoid height was determined by GEOID03.
 NB1044
 NB1044.The dynamic height is computed by dividing the NAVD 88
 NB1044.geopotential number by the normal gravity value computed on the
 NB1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1044.degrees latitude (g = 980.6199 gals.).
 NB1044
 NB1044.The modeled gravity was interpolated from observed gravity values.
 NB1044
 NB1044;                    North         East    Units  Estimated Accuracy
 NB1044;SPC NY C     -   281,200.      188,840.      MT  (+/- 180 meters Scaled)
 NB1044
 NB1044                          SUPERSEDED SURVEY CONTROL
 NB1044
 NB1044  NGVD 29 (??/??/92)  626.049  (m)         2053.96   (f) ADJ UNCH    2 0
 NB1044
 NB1044.Superseded values are not recommended for survey control.
 NB1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1044.See file dsdata.txt to determine how the superseded data were derived.
 NB1044
 NB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN088112(NAD 83)
 NB1044_MARKER: DB = BENCH MARK DISK
 NB1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1044_STAMPING: D-169 1942
 NB1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1044+STABILITY: SURFACE MOTION
 NB1044
 NB1044  HISTORY     - Date     Condition        Report By
 NB1044  HISTORY     - 1942     MONUMENTED       CGS
 NB1044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1044  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1044
 NB1044                          STATION DESCRIPTION
 NB1044
 NB1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1044'2.0 MI W FROM PRATTSBURG.
 NB1044'TO REACH FROM THE POST OFFICE AT PRATTSBURG, PROCEED 2.0 MILES WEST
 NB1044'ALONG AN IMPROVED COUNTY ROAD NO. 7 TO SITE OF BENCH MARK. BENCH MARK
 NB1044'IS LOCATED 0.3 MILE WEST OF A DIRT CROSS ROAD, 0.2 MILE WEST OF A
 NB1044'FARM HOUSE ON THE NORTH SIDE OF ROAD, 22.0 FEET NORTH OF AND LEVEL
 NB1044'WITH CENTER LINE OF ROAD, 5.0 FEET EAST OF RIGHT OF WAY FENCE CORNER,
 NB1044'2.0 FEET SOUTH OF FENCE, 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 NB1044'MARKER POST. MONUMENT PROJECTS 0.2 FOOT ABOVE GROUND.
 NB1044
 NB1044                          STATION RECOVERY (1989)
 NB1044
 NB1044'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1044'MARK NOT FOUND.
 NB1044
 NB1044                          STATION RECOVERY (1994)
 NB1044
 NB1044'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0076 ***********************************************************************
 PJ0076  DESIGNATION -  D 17
 PJ0076  PID         -  PJ0076
 PJ0076  STATE/COUNTY-  NY/JEFFERSON
 PJ0076  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0076
 PJ0076                         *CURRENT SURVEY CONTROL
 PJ0076  ___________________________________________________________________
 PJ0076* NAD 83(1986)-  44 07 57.     (N)    076 19 19.     (W)     SCALED    
 PJ0076* NAVD 88     -        76.752  (meters)     251.81   (feet)  ADJUSTED  
 PJ0076  ___________________________________________________________________
 PJ0076  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 PJ0076  DYNAMIC HT  -          76.741 (meters)     251.77  (feet)  COMP
 PJ0076  MODELED GRAV-     980,480.3   (mgal)                       NAVD 88
 PJ0076
 PJ0076  VERT ORDER  -  FIRST     CLASS II
 PJ0076
 PJ0076.The horizontal coordinates were scaled from a topographic map and have
 PJ0076.an estimated accuracy of +/- 6 seconds.
 PJ0076
 PJ0076.The orthometric height was determined by differential leveling
 PJ0076.and adjusted by the National Geodetic Survey in June 1991..
 PJ0076
 PJ0076.The geoid height was determined by GEOID03.
 PJ0076
 PJ0076.The dynamic height is computed by dividing the NAVD 88
 PJ0076.geopotential number by the normal gravity value computed on the
 PJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0076.degrees latitude (g = 980.6199 gals.).
 PJ0076
 PJ0076.The modeled gravity was interpolated from observed gravity values.
 PJ0076
 PJ0076;                    North         East    Units  Estimated Accuracy
 PJ0076;SPC NY C     -   459,020.      270,920.      MT  (+/- 180 meters Scaled)
 PJ0076
 PJ0076                          SUPERSEDED SURVEY CONTROL
 PJ0076
 PJ0076  NGVD 29 (??/??/92)   76.895  (m)          252.28   (f) ADJ UNCH    1 2
 PJ0076
 PJ0076.Superseded values are not recommended for survey control.
 PJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0076.See file dsdata.txt to determine how the superseded data were derived.
 PJ0076
 PJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP942874(NAD 83)
 PJ0076_MARKER: Q = CHISELED SQUARE
 PJ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0076_SP_SET: CULVERT
 PJ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0076
 PJ0076  HISTORY     - Date     Condition        Report By
 PJ0076  HISTORY     - UNK      MONUMENTED       CGS
 PJ0076  HISTORY     - 1943     GOOD             NGS
 PJ0076  HISTORY     - 1958     MARK NOT FOUND   USGS
 PJ0076  HISTORY     - 19970730 MARK NOT FOUND   USPSQD
 PJ0076
 PJ0076                          STATION DESCRIPTION
 PJ0076
 PJ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0076'AT CAPE VINCENT.
 PJ0076'D 17.--AT THE NORTHEAST EDGE OF CAPE VINCENT, JEFFERSON COUNTY, ON
 PJ0076'THE NEW YORK CENTRAL RAILROAD, ABOUT 110 YARDS EAST OF A WATER
 PJ0076'TANK, ABOUT 50 FEET WEST OF THE EAST END OF A CURVE, ABOUT 150 FEET
 PJ0076'WEST OF A VERY LARGE ELM TREE, AND ON THE CENTER OF THE CAPSTONE
 PJ0076'AT THE SOUTH END OF A CULVERT. A CHISELED SQUARE.
 PJ0076
 PJ0076                          STATION RECOVERY (1958)
 PJ0076
 PJ0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PJ0076'MARK NOT FOUND.
 PJ0076
 PJ0076                          STATION RECOVERY (1997)
 PJ0076
 PJ0076'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0356 ***********************************************************************
 OF0356  DESIGNATION -  D 170
 OF0356  PID         -  OF0356
 OF0356  STATE/COUNTY-  NY/OSWEGO
 OF0356  USGS QUAD   -  LYSANDER (1976)
 OF0356
 OF0356                         *CURRENT SURVEY CONTROL
 OF0356  ___________________________________________________________________
 OF0356* NAD 83(1986)-  43 14 55.     (N)    076 27 43.     (W)     SCALED    
 OF0356* NAVD 88     -       128.489  (meters)     421.55   (feet)  ADJUSTED  
 OF0356  ___________________________________________________________________
 OF0356  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 OF0356  DYNAMIC HT  -         128.460 (meters)     421.46  (feet)  COMP
 OF0356  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 OF0356
 OF0356  VERT ORDER  -  SECOND    CLASS 0
 OF0356
 OF0356.The horizontal coordinates were scaled from a topographic map and have
 OF0356.an estimated accuracy of +/- 6 seconds.
 OF0356
 OF0356.The orthometric height was determined by differential leveling
 OF0356.and adjusted by the National Geodetic Survey in June 1991..
 OF0356
 OF0356.The geoid height was determined by GEOID03.
 OF0356
 OF0356.The dynamic height is computed by dividing the NAVD 88
 OF0356.geopotential number by the normal gravity value computed on the
 OF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0356.degrees latitude (g = 980.6199 gals.).
 OF0356
 OF0356.The modeled gravity was interpolated from observed gravity values.
 OF0356
 OF0356;                    North         East    Units  Estimated Accuracy
 OF0356;SPC NY C     -   360,800.      259,860.      MT  (+/- 180 meters Scaled)
 OF0356
 OF0356                          SUPERSEDED SURVEY CONTROL
 OF0356
 OF0356  NGVD 29 (??/??/92)  128.670  (m)          422.14   (f) ADJ UNCH    2 0
 OF0356
 OF0356.Superseded values are not recommended for survey control.
 OF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0356.See file dsdata.txt to determine how the superseded data were derived.
 OF0356
 OF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN813894(NAD 83)
 OF0356_MARKER: DB = BENCH MARK DISK
 OF0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0356_SP_SET: CULVERT
 OF0356_STAMPING: D 170 1942
 OF0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0356
 OF0356  HISTORY     - Date     Condition        Report By
 OF0356  HISTORY     - 1942     MONUMENTED       CGS
 OF0356
 OF0356                          STATION DESCRIPTION
 OF0356
 OF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0356'5.4 MI S FROM GRANBY CENTER.
 OF0356'TO REACH FROM THE SCHOOL HOUSE AT GRANBY CENTER, PROCEED 5.4 MILES
 OF0356'SOUTH ALONG COUNTY ASPHALT ROAD TO A CONCRETE CULVERT AND SITE OF
 OF0356'BENCH MARK.
 OF0356'BENCH MARK IS SET HORIZONTALLY IN TOP AND CENTER OF THE EAST HEADWALL
 OF0356'OF A 2.5 FOOT CONCRETE PIPE CULVERT UNDER HIGHWAY. IT IS ABOUT 350.0
 OF0356'FEET SOUTH OF A SMALL FARM HOUSE, ACROSS ROAD, 17.0 FEET EAST OF
 OF0356'AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF PAVEMENT, 5.0 FEET WEST
 OF0356'OF RIGHT OF WAY FENCE.
 OF0356'NOTE--THIS BENCH MARK IS 6.4 MILES NORTH OF THE POST OFFICE AT
 OF0356'PLAINSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0373 ***********************************************************************
 OF0373  DESIGNATION -  D 171
 OF0373  PID         -  OF0373
 OF0373  STATE/COUNTY-  NY/ONONDAGA
 OF0373  USGS QUAD   -  LYSANDER (1976)
 OF0373
 OF0373                         *CURRENT SURVEY CONTROL
 OF0373  ___________________________________________________________________
 OF0373* NAD 83(1986)-  43 12 57.     (N)    076 24 12.     (W)     SCALED    
 OF0373* NAVD 88     -       121.191  (meters)     397.61   (feet)  ADJUSTED  
 OF0373  ___________________________________________________________________
 OF0373  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OF0373  DYNAMIC HT  -         121.163 (meters)     397.52  (feet)  COMP
 OF0373  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 OF0373
 OF0373  VERT ORDER  -  SECOND    CLASS 0
 OF0373
 OF0373.The horizontal coordinates were scaled from a topographic map and have
 OF0373.an estimated accuracy of +/- 6 seconds.
 OF0373
 OF0373.The orthometric height was determined by differential leveling
 OF0373.and adjusted by the National Geodetic Survey in June 1991..
 OF0373
 OF0373.The geoid height was determined by GEOID03.
 OF0373
 OF0373.The dynamic height is computed by dividing the NAVD 88
 OF0373.geopotential number by the normal gravity value computed on the
 OF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0373.degrees latitude (g = 980.6199 gals.).
 OF0373
 OF0373.The modeled gravity was interpolated from observed gravity values.
 OF0373
 OF0373;                    North         East    Units  Estimated Accuracy
 OF0373;SPC NY C     -   357,160.      264,630.      MT  (+/- 180 meters Scaled)
 OF0373
 OF0373                          SUPERSEDED SURVEY CONTROL
 OF0373
 OF0373  NGVD 29 (??/??/92)  121.372  (m)          398.20   (f) ADJ UNCH    2 0
 OF0373
 OF0373.Superseded values are not recommended for survey control.
 OF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0373.See file dsdata.txt to determine how the superseded data were derived.
 OF0373
 OF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN860857(NAD 83)
 OF0373_MARKER: DB = BENCH MARK DISK
 OF0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0373_SP_SET: CULVERT
 OF0373_STAMPING: D 171 1942
 OF0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0373
 OF0373  HISTORY     - Date     Condition        Report By
 OF0373  HISTORY     - 1942     MONUMENTED       CGS
 OF0373  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 OF0373
 OF0373                          STATION DESCRIPTION
 OF0373
 OF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0373'3.0 MI E FROM LYSANDER.
 OF0373'TO REACH FROM THE POST OFFICE AT LYSANDER, PROCEED 3.0 MILES
 OF0373'EASTERLY ALONG COUNTY ASPHALT ROAD TO THE SCHOOL HOUSE AT LITTLE
 OF0373'UTICA AND SITE OF BENCH MARK.
 OF0373'BENCH MARK IS ABOUT 125.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER AND
 OF0373'ACROSS ROAD FROM SCHOOL HOUSE. IT IS SET HORIZONTALLY IN THE CENTER
 OF0373'AND TOP OF THE SOUTH HEADWALL OF A 3X3 FOOT CONCRETE CULVERT, ABOUT
 OF0373'18.0 FEET SOUTH OF AND 3.0 FEET BELOW THE CENTER LINE OF PAVEMENT,
 OF0373'ABOUT 10.0 FEET NORTHWEST OF A POWER TRANSMISSION POLE.
 OF0373'THIS BENCH MARK IS 1.8 MILE WEST OF THE LACKAWANNA RAILROAD STATION
 OF0373'AT LAMSON ALONG COUNTY ASPHALT ROAD.
 OF0373
 OF0373                          STATION RECOVERY (1995)
 OF0373
 OF0373'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0239 ***********************************************************************
 OF0239  DESIGNATION -  D 172
 OF0239  PID         -  OF0239
 OF0239  STATE/COUNTY-  NY/ONONDAGA
 OF0239  USGS QUAD   -  CAMILLUS (1978)
 OF0239
 OF0239                         *CURRENT SURVEY CONTROL
 OF0239  ___________________________________________________________________
 OF0239* NAD 83(1986)-  43 05 09.     (N)    076 21 53.     (W)     SCALED    
 OF0239* NAVD 88     -       125.132  (meters)     410.54   (feet)  ADJUSTED  
 OF0239  ___________________________________________________________________
 OF0239  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 OF0239  DYNAMIC HT  -         125.102 (meters)     410.44  (feet)  COMP
 OF0239  MODELED GRAV-     980,378.2   (mgal)                       NAVD 88
 OF0239
 OF0239  VERT ORDER  -  SECOND    CLASS 0
 OF0239
 OF0239.The horizontal coordinates were scaled from a topographic map and have
 OF0239.an estimated accuracy of +/- 6 seconds.
 OF0239
 OF0239.The orthometric height was determined by differential leveling
 OF0239.and adjusted by the National Geodetic Survey in June 1991..
 OF0239
 OF0239.The geoid height was determined by GEOID03.
 OF0239
 OF0239.The dynamic height is computed by dividing the NAVD 88
 OF0239.geopotential number by the normal gravity value computed on the
 OF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0239.degrees latitude (g = 980.6199 gals.).
 OF0239
 OF0239.The modeled gravity was interpolated from observed gravity values.
 OF0239
 OF0239;                    North         East    Units  Estimated Accuracy
 OF0239;SPC NY C     -   342,730.      267,800.      MT  (+/- 180 meters Scaled)
 OF0239
 OF0239                          SUPERSEDED SURVEY CONTROL
 OF0239
 OF0239  NGVD 29 (??/??/92)  125.300  (m)          411.09   (f) ADJ UNCH    2 0
 OF0239
 OF0239.Superseded values are not recommended for survey control.
 OF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0239.See file dsdata.txt to determine how the superseded data were derived.
 OF0239
 OF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN889712(NAD 83)
 OF0239_MARKER: DB = BENCH MARK DISK
 OF0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0239_STAMPING: D 172 1942
 OF0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0239+STABILITY: SURFACE MOTION
 OF0239
 OF0239  HISTORY     - Date     Condition        Report By
 OF0239  HISTORY     - 1942     MONUMENTED       CGS
 OF0239  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 OF0239
 OF0239                          STATION DESCRIPTION
 OF0239
 OF0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0239'0.6 MI E FROM MEMPHIS.
 OF0239'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT MEMPHIS,
 OF0239'PROCEED 0.6 MILE EAST ALONG TRACKS TO A PRIVATE ROAD CROSSING AND
 OF0239'SITE OF BENCH MARK.
 OF0239'BENCH MARK IS ABOUT 0.1 MILE EAST OF MILE POST NO. 302. IT IS 36.0
 OF0239'FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE CENTER LINE OF THE NORTH
 OF0239'TRACKS, 15.0 FEET WEST OF THE CENTER LINE OF PRIVATE ROAD. IT IS
 OF0239'6.0 FEET WEST OF GATE POST AND 1.0 FOOT NORTH OF FENCE, 2.0 FEET WEST
 OF0239'OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.6 FOOT.
 OF0239'NOTE--THIS MARK IS 1.8 MILES WEST OF RAILROAD STATION AT WARNERS.
 OF0239
 OF0239                          STATION RECOVERY (1995)
 OF0239
 OF0239'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0693 ***********************************************************************
 NB0693  DESIGNATION -  D 174
 NB0693  PID         -  NB0693
 NB0693  STATE/COUNTY-  NY/SENECA
 NB0693  USGS QUAD   -  LODI (1942)
 NB0693
 NB0693                         *CURRENT SURVEY CONTROL
 NB0693  ___________________________________________________________________
 NB0693* NAD 83(1986)-  42 35 15.     (N)    076 51 41.     (W)     SCALED    
 NB0693* NAVD 88     -       250.289  (meters)     821.16   (feet)  ADJUSTED  
 NB0693  ___________________________________________________________________
 NB0693  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NB0693  DYNAMIC HT  -         250.212 (meters)     820.90  (feet)  COMP
 NB0693  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NB0693
 NB0693  VERT ORDER  -  SECOND    CLASS 0
 NB0693
 NB0693.The horizontal coordinates were scaled from a topographic map and have
 NB0693.an estimated accuracy of +/- 6 seconds.
 NB0693
 NB0693.The orthometric height was determined by differential leveling
 NB0693.and adjusted by the National Geodetic Survey in June 1991..
 NB0693
 NB0693.The geoid height was determined by GEOID03.
 NB0693
 NB0693.The dynamic height is computed by dividing the NAVD 88
 NB0693.geopotential number by the normal gravity value computed on the
 NB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0693.degrees latitude (g = 980.6199 gals.).
 NB0693
 NB0693.The modeled gravity was interpolated from observed gravity values.
 NB0693
 NB0693;                    North         East    Units  Estimated Accuracy
 NB0693;SPC NY C     -   287,390.      227,180.      MT  (+/- 180 meters Scaled)
 NB0693
 NB0693                          SUPERSEDED SURVEY CONTROL
 NB0693
 NB0693  NGVD 29 (??/??/92)  250.470  (m)          821.75   (f) ADJ UNCH    2 0
 NB0693
 NB0693.Superseded values are not recommended for survey control.
 NB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0693.See file dsdata.txt to determine how the superseded data were derived.
 NB0693
 NB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN472166(NAD 83)
 NB0693_MARKER: DB = BENCH MARK DISK
 NB0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0693_SP_SET: CONCRETE BASE
 NB0693_STAMPING: D 174 1942
 NB0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0693
 NB0693  HISTORY     - Date     Condition        Report By
 NB0693  HISTORY     - 1942     MONUMENTED       CGS
 NB0693  HISTORY     - 1985     GOOD             USPSQD
 NB0693  HISTORY     - 1990     GOOD             USPSQD
 NB0693  HISTORY     - 20011107 MARK NOT FOUND   USPSQD
 NB0693
 NB0693                          STATION DESCRIPTION
 NB0693
 NB0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0693'2.0 MI S FROM LODI.
 NB0693'2.0 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 NB0693'AT LODI, SENECA COUNTY, 4 POLES NORTH OF MILEPOST 321, 4 POLES SOUTH
 NB0693'OF A PRIVATE-ROAD CROSSING, IN THE SOUTHWEST CORNER OF CONCRETE BASE
 NB0693'OF SIGNAL TOWER 3211, 10.5 FEET EAST OF THE CENTERLINE OF THE EAST
 NB0693'TRACK, AND 0.6 FOOT LOWER THAN THE TRACK. A STANDARD DISK, STAMPED
 NB0693'D 174 1942.
 NB0693
 NB0693                          STATION RECOVERY (1985)
 NB0693
 NB0693'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0693'MARK IS LOCATED NEAR THE NORTH END OF A MASSIVE EMBANKMENT CARRYING
 NB0693'THE OLD LVRR ACROSS A DEPRESSED AREA, APPROXIMATELY 0.4 MILE NORTH OF
 NB0693'THE CROSSING OF RHODES ROAD, 10.5 FEET EAST OF THE CENTERLINE OF THE
 NB0693'REMAINING TIES OF THE EAST TRACK, 32 FEET SOUTH OF A GROUP OF SIX
 NB0693'LOCUST TREES. THE LVRR, THE STATION, THE RAILS, THE MILEPOST, THE
 NB0693'PRIVATE -ROAD CROSSING, NO LONGER EXIST. THE RIGHT-OF-WAY, WITH TRACK
 NB0693'BALLAST, AND SOME OF THE POOREST TIES REMAIN. ACCESS WAS BY WALKING
 NB0693'0.4 MILE NORTH FROM RHODES ROAD CROSSING. MARK IS IN THE TOP OF THE
 NB0693'CONCRETE BASE OF A FORMER TOWER, 6-INCHES FROM THE WEST EDGE,
 NB0693'6-INCHES FROM THE SOUTH EDGE, FLUSH WITH THE LEVEL OF THE GROUND. TWO
 NB0693'SMALL TREES WITHIN 3-FEET OF THE MARK WERE BLAZED TO ASSIST FUTURE
 NB0693'RECOVERIES OF THE MARK.
 NB0693
 NB0693                          STATION RECOVERY (1990)
 NB0693
 NB0693'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0693'RECOVERED IN GOOD CONDITION.
 NB0693
 NB0693                          STATION RECOVERY (2001)
 NB0693
 NB0693'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0693'DESTROYED, DISK BROKEN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0753 ***********************************************************************
 NB0753  DESIGNATION -  D 175
 NB0753  PID         -  NB0753
 NB0753  STATE/COUNTY-  NY/SENECA
 NB0753  USGS QUAD   -  OVID (1970)
 NB0753
 NB0753                         *CURRENT SURVEY CONTROL
 NB0753  ___________________________________________________________________
 NB0753* NAD 83(1986)-  42 40 55.     (N)    076 46 33.     (W)     SCALED    
 NB0753* NAVD 88     -       237.777  (meters)     780.11   (feet)  ADJUSTED  
 NB0753  ___________________________________________________________________
 NB0753  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NB0753  DYNAMIC HT  -         237.708 (meters)     779.88  (feet)  COMP
 NB0753  MODELED GRAV-     980,322.5   (mgal)                       NAVD 88
 NB0753
 NB0753  VERT ORDER  -  SECOND    CLASS 0
 NB0753
 NB0753.The horizontal coordinates were scaled from a topographic map and have
 NB0753.an estimated accuracy of +/- 6 seconds.
 NB0753
 NB0753.The orthometric height was determined by differential leveling
 NB0753.and adjusted by the National Geodetic Survey in June 1991..
 NB0753
 NB0753.The geoid height was determined by GEOID03.
 NB0753
 NB0753.The dynamic height is computed by dividing the NAVD 88
 NB0753.geopotential number by the normal gravity value computed on the
 NB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0753.degrees latitude (g = 980.6199 gals.).
 NB0753
 NB0753.The modeled gravity was interpolated from observed gravity values.
 NB0753
 NB0753;                    North         East    Units  Estimated Accuracy
 NB0753;SPC NY C     -   297,860.      234,220.      MT  (+/- 180 meters Scaled)
 NB0753
 NB0753                          SUPERSEDED SURVEY CONTROL
 NB0753
 NB0753  NGVD 29 (??/??/92)  237.960  (m)          780.71   (f) ADJ UNCH    2 0
 NB0753
 NB0753.Superseded values are not recommended for survey control.
 NB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0753.See file dsdata.txt to determine how the superseded data were derived.
 NB0753
 NB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN545270(NAD 83)
 NB0753_MARKER: DB = BENCH MARK DISK
 NB0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0753_STAMPING: D 175 1942
 NB0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0753+STABILITY: SURFACE MOTION
 NB0753
 NB0753  HISTORY     - Date     Condition        Report By
 NB0753  HISTORY     - 1942     MONUMENTED       CGS
 NB0753  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0753
 NB0753                          STATION DESCRIPTION
 NB0753
 NB0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0753'2.8 MI NE FROM OVID.
 NB0753'TO REACH FROM THE OVID POST OFFICE PROCEED 0.4 MILE NORTH ON STATE
 NB0753'HIGHWAY 414 TO AN ASPHALT ROAD LEADING EAST, THENCE GO 2.4 MILES EAST
 NB0753'TO A SIDE GRAVEL ROAD LEADING NORTH, AND SITE OF BENCH MARK. BENCH
 NB0753'MARK IS 0.1 MILE EAST OF WHERE THE LEHIGH VALLEY RAILROAD CROSSES THE
 NB0753'ROAD. IT IS 45.0 FEET EAST OF THE CENTERLINE OF INTERSECTION OF
 NB0753'SIDEROAD, 21.5 FEET SOUTH OF, AND ABOUT 0.5 FOOT ABOVE THE CENTER
 NB0753'LINE OF ASPHALT ROAD. MONUMENT IS 2.0 FEET WEST OF A 4 X 4 IN. WHITE
 NB0753'WOODEN MARKER POST, AND PROJECTS 0.4 FOOT. STAMPED D 175 1942.
 NB0753
 NB0753                          STATION RECOVERY (1985)
 NB0753
 NB0753'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0754 ***********************************************************************
 NB0754  DESIGNATION -  D 175 RESET 1956
 NB0754  PID         -  NB0754
 NB0754  STATE/COUNTY-  NY/SENECA
 NB0754  USGS QUAD   -  OVID (1970)
 NB0754
 NB0754                         *CURRENT SURVEY CONTROL
 NB0754  ___________________________________________________________________
 NB0754* NAD 83(1986)-  42 40 55.     (N)    076 46 33.     (W)     SCALED    
 NB0754* NAVD 88     -       238.70   (+/-2cm)     783.1    (feet)  VERTCON   
 NB0754  ___________________________________________________________________
 NB0754  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NB0754
 NB0754  VERT ORDER  -  THIRD (See Below)
 NB0754
 NB0754.The horizontal coordinates were scaled from a topographic map and have
 NB0754.an estimated accuracy of +/- 6 seconds.
 NB0754
 NB0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0754.The vertical order pertains to the NGVD 29 superseded value.
 NB0754
 NB0754.The geoid height was determined by GEOID03.
 NB0754
 NB0754;                    North         East    Units  Estimated Accuracy
 NB0754;SPC NY C     -   297,860.      234,220.      MT  (+/- 180 meters Scaled)
 NB0754
 NB0754                          SUPERSEDED SURVEY CONTROL
 NB0754
 NB0754  NGVD 29 (09/01/04)  238.88   (m)          783.7    (f) RESET       3  
 NB0754
 NB0754.Superseded values are not recommended for survey control.
 NB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0754.See file dsdata.txt to determine how the superseded data were derived.
 NB0754
 NB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN545270(NAD 83)
 NB0754_MARKER: DB = BENCH MARK DISK
 NB0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0754_SP_SET: CULVERT
 NB0754_STAMPING: D 175 RESET 1956
 NB0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0754
 NB0754  HISTORY     - Date     Condition        Report By
 NB0754  HISTORY     - 1956     MONUMENTED       CGS
 NB0754  HISTORY     - 1989     GOOD             USPSQD
 NB0754  HISTORY     - 20011107 GOOD             USPSQD
 NB0754  HISTORY     - 20050926 GOOD             USPSQD
 NB0754
 NB0754                          STATION DESCRIPTION
 NB0754
 NB0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NB0754'0.4 MI N FROM OVID.
 NB0754'0.4 MILE NORTH ALONG STATE HIGHWAY 414 FROM THE POST
 NB0754'OFFICE AT OVID, SENECA COUNTY, THENCE 2.4 MILES EAST ALONG ROUTE 96A
 NB0754'TO ITS INTERSECTION WITH COUNTY HIGHWAY 138, THENCE EAST ON HIGHWAY
 NB0754'138 0.1 MILE. 30 FEET EAST OF THE CENTERLINE OF LEHIGH VALLEY
 NB0754'RAILROAD CROSSING, 23 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 NB0754'138, AT AN 18-INCH CONCRETE CULVERT, AND 2.5 FEET LOWER THAN THE
 NB0754'ROAD. A STANDARD DISK, STAMPED D 175 RESET 1956.
 NB0754
 NB0754                          STATION RECOVERY (1989)
 NB0754
 NB0754'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0754'RECOVERED IN GOOD CONDITION.
 NB0754
 NB0754                          STATION RECOVERY (2001)
 NB0754
 NB0754'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0754'RECOVERED IN GOOD CONDITION.
 NB0754
 NB0754                          STATION RECOVERY (2005)
 NB0754
 NB0754'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0754'BEHIND OVID SCHOOL TOWER FENCE,INSIDE FENCE (SOUTH)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0055 ***********************************************************************
 NB0055  DESIGNATION -  D 176
 NB0055  PID         -  NB0055
 NB0055  STATE/COUNTY-  NY/CAYUGA
 NB0055  USGS QUAD   -  OWASCO (1976)
 NB0055
 NB0055                         *CURRENT SURVEY CONTROL
 NB0055  ___________________________________________________________________
 NB0055* NAD 83(1986)-  42 45 49.     (N)    076 23 31.     (W)     SCALED    
 NB0055* NAVD 88     -       342.633  (meters)    1124.12   (feet)  ADJUSTED  
 NB0055  ___________________________________________________________________
 NB0055  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NB0055  DYNAMIC HT  -         342.523 (meters)    1123.76  (feet)  COMP
 NB0055  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 NB0055
 NB0055  VERT ORDER  -  SECOND    CLASS 0
 NB0055
 NB0055.The horizontal coordinates were scaled from a topographic map and have
 NB0055.an estimated accuracy of +/- 6 seconds.
 NB0055
 NB0055.The orthometric height was determined by differential leveling
 NB0055.and adjusted by the National Geodetic Survey in June 1991..
 NB0055
 NB0055.The geoid height was determined by GEOID03.
 NB0055
 NB0055.The dynamic height is computed by dividing the NAVD 88
 NB0055.geopotential number by the normal gravity value computed on the
 NB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0055.degrees latitude (g = 980.6199 gals.).
 NB0055
 NB0055.The modeled gravity was interpolated from observed gravity values.
 NB0055
 NB0055;                    North         East    Units  Estimated Accuracy
 NB0055;SPC NY C     -   306,930.      265,670.      MT  (+/- 180 meters Scaled)
 NB0055
 NB0055                          SUPERSEDED SURVEY CONTROL
 NB0055
 NB0055  NGVD 29 (??/??/92)  342.766  (m)         1124.56   (f) ADJ UNCH    2 0
 NB0055
 NB0055.Superseded values are not recommended for survey control.
 NB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0055.See file dsdata.txt to determine how the superseded data were derived.
 NB0055
 NB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN861355(NAD 83)
 NB0055_MARKER: DB = BENCH MARK DISK
 NB0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0055_STAMPING: D 176 1942
 NB0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0055+STABILITY: SURFACE MOTION
 NB0055
 NB0055  HISTORY     - Date     Condition        Report By
 NB0055  HISTORY     - 1942     MONUMENTED       CGS
 NB0055  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0055
 NB0055                          STATION DESCRIPTION
 NB0055
 NB0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0055'4.9 MI NE FROM MORAVIA.
 NB0055'TO REACH FROM THE POST OFFICE IN MORAVIA--PROCEED 4.9 MILES
 NB0055'NORTHEAST ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK
 NB0055'IS ABOUT 125.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY
 NB0055'FRAME HOUSE, 28.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 NB0055'CENTERLINE OF HIGHWAY, AND 12.5 FEET NORTH OF THE CENTERLINE OF A
 NB0055'DRIVEWAY. IT IT 5.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A
 NB0055'GARDEN FENCE AND 3.0 FEET WEST OF A 4X4 INCH WOODEN MARKER POST.--
 NB0055'MONUMENT PROJECTS 0.4 FOOT. A STANDARD DISK SET IN THE TOP OF A
 NB0055'CONCRETE POST. STAMPED D 176 1942.
 NB0055
 NB0055                          STATION RECOVERY (1990)
 NB0055
 NB0055'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0589 ***********************************************************************
 NB0589  DESIGNATION -  D 177
 NB0589  PID         -  NB0589
 NB0589  STATE/COUNTY-  NY/CAYUGA
 NB0589  USGS QUAD   -  AUBURN (1978)
 NB0589
 NB0589                         *CURRENT SURVEY CONTROL
 NB0589  ___________________________________________________________________
 NB0589* NAD 83(1986)-  42 54 01.     (N)    076 31 34.     (W)     SCALED    
 NB0589* NAVD 88     -       220.430  (meters)     723.19   (feet)  ADJUSTED  
 NB0589  ___________________________________________________________________
 NB0589  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NB0589  DYNAMIC HT  -         220.370 (meters)     723.00  (feet)  COMP
 NB0589  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 NB0589
 NB0589  VERT ORDER  -  SECOND    CLASS 0
 NB0589
 NB0589.The horizontal coordinates were scaled from a topographic map and have
 NB0589.an estimated accuracy of +/- 6 seconds.
 NB0589
 NB0589.The orthometric height was determined by differential leveling
 NB0589.and adjusted by the National Geodetic Survey in June 1991..
 NB0589
 NB0589.The geoid height was determined by GEOID03.
 NB0589
 NB0589.The dynamic height is computed by dividing the NAVD 88
 NB0589.geopotential number by the normal gravity value computed on the
 NB0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0589.degrees latitude (g = 980.6199 gals.).
 NB0589
 NB0589.The modeled gravity was interpolated from observed gravity values.
 NB0589
 NB0589;                    North         East    Units  Estimated Accuracy
 NB0589;SPC NY C     -   322,090.      254,670.      MT  (+/- 180 meters Scaled)
 NB0589
 NB0589                          SUPERSEDED SURVEY CONTROL
 NB0589
 NB0589  NGVD 29 (??/??/92)  220.58   (m)          723.7    (f) COMPUTED    2 0
 NB0589
 NB0589.Superseded values are not recommended for survey control.
 NB0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0589.See file dsdata.txt to determine how the superseded data were derived.
 NB0589
 NB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN754508(NAD 83)
 NB0589_MARKER: DB = BENCH MARK DISK
 NB0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0589_SP_SET: CULVERT
 NB0589_STAMPING: D 177 1942
 NB0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0589
 NB0589  HISTORY     - Date     Condition        Report By
 NB0589  HISTORY     - 1942     MONUMENTED       CGS
 NB0589  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 NB0589
 NB0589                          STATION DESCRIPTION
 NB0589
 NB0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0589'3.6 MI SE FROM AUBURN.
 NB0589'TO REACH FROM THE POST OFFICE IN AUBURN--PROCEED 3.6 MILES SOUTHEAST
 NB0589'ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0589'75.0 FEET WEST OF THE NORTHWEST CORNER OF A YELLOW SHINGLE HOUSE, AND
 NB0589'21.7 FEET NORTHEAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF
 NB0589'HIGHWAY. IT IS 14.0 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY
 NB0589'LEADING TO THE HOUSE, AND SET HORIZONTALLY IN THE CENTER OF THE
 NB0589'NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 NB0589
 NB0589                          STATION RECOVERY (1994)
 NB0589
 NB0589'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0590 ***********************************************************************
 NB0590  DESIGNATION -  D 177 RESET 1959
 NB0590  PID         -  NB0590
 NB0590  STATE/COUNTY-  NY/CAYUGA
 NB0590  USGS QUAD   -  AUBURN (1978)
 NB0590
 NB0590                         *CURRENT SURVEY CONTROL
 NB0590  ___________________________________________________________________
 NB0590* NAD 83(1986)-  42 54 01.     (N)    076 31 34.     (W)     SCALED    
 NB0590* NAVD 88     -       220.59   (+/-2cm)     723.7    (feet)  VERTCON   
 NB0590  ___________________________________________________________________
 NB0590  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NB0590
 NB0590  VERT ORDER  -  THIRD (See Below)
 NB0590
 NB0590.The horizontal coordinates were scaled from a topographic map and have
 NB0590.an estimated accuracy of +/- 6 seconds.
 NB0590
 NB0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0590.The vertical order pertains to the NGVD 29 superseded value.
 NB0590
 NB0590.The geoid height was determined by GEOID03.
 NB0590
 NB0590;                    North         East    Units  Estimated Accuracy
 NB0590;SPC NY C     -   322,090.      254,670.      MT  (+/- 180 meters Scaled)
 NB0590
 NB0590                          SUPERSEDED SURVEY CONTROL
 NB0590
 NB0590  NGVD 29 (??/??/??)  220.74   (m)          724.2    (f) RESET       3  
 NB0590
 NB0590.Superseded values are not recommended for survey control.
 NB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0590.See file dsdata.txt to determine how the superseded data were derived.
 NB0590
 NB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN754508(NAD 83)
 NB0590_MARKER: DB = BENCH MARK DISK
 NB0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0590_STAMPING: D 177 RESET 1959
 NB0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0590+STABILITY: SURFACE MOTION
 NB0590
 NB0590  HISTORY     - Date     Condition        Report By
 NB0590  HISTORY     - 1959     MONUMENTED       CGS
 NB0590  HISTORY     - 1985     GOOD             USPSQD
 NB0590  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB0590
 NB0590                          STATION DESCRIPTION
 NB0590
 NB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NB0590'3.2 MI SE FROM AUBURN.
 NB0590'TO REACH FROM SECOND BAPTIST CHURCH IN AUBURN, LOCATED AT U.S. RT.
 NB0590'NO. 20 (E. GENESEE STREET) AND N.Y.S. HIGHWAY NO. 38 A (OWASCO
 NB0590'ROAD) PROCEED 3.2 MILES SOUTHEAST ON RT. 38 A TO SITE OF BENCH MARK
 NB0590'ON THE EAST SIDE OF THE ROAD. BENCH MARK IS SET ONE FOOT EAST OF THE
 NB0590'RIGHT OF WAY AND 5 FEET NORTH OF N.Y.S.E. AND G. POLE NO. 38 AND 14
 NB0590'FEET SOUTH OF DRIVEWAY OF YELLOW FRAME HOUSE, AND SET IN A CONCRETE
 NB0590'POST.
 NB0590
 NB0590                          STATION RECOVERY (1985)
 NB0590
 NB0590'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0590'IT IS 6 INCHES BELOW GROUND LEVEL. THE LAWN OF THE RESIDENCE WAS DUG
 NB0590'OUT TO REVEAL THE MARK.
 NB0590
 NB0590                          STATION RECOVERY (1990)
 NB0590
 NB0590'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0100 ***********************************************************************
 NB0100  DESIGNATION -  D 178
 NB0100  PID         -  NB0100
 NB0100  STATE/COUNTY-  NY/ONONDAGA
 NB0100  USGS QUAD   -  OTISCO VALLEY (1955)
 NB0100
 NB0100                         *CURRENT SURVEY CONTROL
 NB0100  ___________________________________________________________________
 NB0100* NAD 83(1986)-  42 50 27.     (N)    076 14 31.     (W)     SCALED    
 NB0100* NAVD 88     -       246.362  (meters)     808.27   (feet)  ADJUSTED  
 NB0100  ___________________________________________________________________
 NB0100  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NB0100  DYNAMIC HT  -         246.289 (meters)     808.03  (feet)  COMP
 NB0100  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 NB0100
 NB0100  VERT ORDER  -  SECOND    CLASS 0
 NB0100
 NB0100.The horizontal coordinates were scaled from a topographic map and have
 NB0100.an estimated accuracy of +/- 6 seconds.
 NB0100
 NB0100.The orthometric height was determined by differential leveling
 NB0100.and adjusted by the National Geodetic Survey in June 1991..
 NB0100
 NB0100.The geoid height was determined by GEOID03.
 NB0100
 NB0100.The dynamic height is computed by dividing the NAVD 88
 NB0100.geopotential number by the normal gravity value computed on the
 NB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0100.degrees latitude (g = 980.6199 gals.).
 NB0100
 NB0100.The modeled gravity was interpolated from observed gravity values.
 NB0100
 NB0100;                    North         East    Units  Estimated Accuracy
 NB0100;SPC NY C     -   315,550.      277,910.      MT  (+/- 180 meters Scaled)
 NB0100
 NB0100                          SUPERSEDED SURVEY CONTROL
 NB0100
 NB0100  NGVD 29 (??/??/92)  246.504  (m)          808.74   (f) ADJ UNCH    2 0
 NB0100
 NB0100.Superseded values are not recommended for survey control.
 NB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0100.See file dsdata.txt to determine how the superseded data were derived.
 NB0100
 NB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN985438(NAD 83)
 NB0100_MARKER: DB = BENCH MARK DISK
 NB0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0100_SP_SET: CULVERT
 NB0100_STAMPING: D 178 1942
 NB0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0100
 NB0100  HISTORY     - Date     Condition        Report By
 NB0100  HISTORY     - 1942     MONUMENTED       CGS
 NB0100  HISTORY     - 19910419 MARK NOT FOUND   USPSQD
 NB0100
 NB0100                          STATION DESCRIPTION
 NB0100
 NB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0100'10.8 MI NW FROM TULLY.
 NB0100'TO REACH FROM THE POST OFFICE IN TULLY-- PROCEED 7.8 MILES NORTHWEST
 NB0100'ON STATE HIGHWAY NO. 80 TO A CROSS ROAD INTERSECTION AT THE VILLAGE
 NB0100'OF OTISCO, THENCE GO 2.2 MILES WEST ON AN IMPROVED COUNTY ROAD TO THE
 NB0100'INTERSECTION OF A CONCRETE PAVED ROAD, THENCE GO 1.0 MILE SOUTH TO
 NB0100'SITE OF BENCH MARK. BENCH MARK IS ABOUT 300.0 FEET NORTHWEST OF AN
 NB0100'OLD BARN, AND 13.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 NB0100'CENTERLINE
 NB0100'OF ROAD. IT IS 14.0 FEET WEST OF A FENCE, AND SET HORIZOTALLY IN THE
 NB0100'CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT. A STANDARD DISK,
 NB0100'STAMPED D 178 1942.
 NB0100
 NB0100                          STATION RECOVERY (1991)
 NB0100
 NB0100'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0007 ***********************************************************************
 NB0007  DESIGNATION -  D 179
 NB0007  PID         -  NB0007
 NB0007  STATE/COUNTY-  NY/ONONDAGA
 NB0007  USGS QUAD   -  MARCELLUS (1976)
 NB0007
 NB0007                         *CURRENT SURVEY CONTROL
 NB0007  ___________________________________________________________________
 NB0007* NAD 83(1986)-  42 59 47.     (N)    076 20 24.     (W)     SCALED    
 NB0007* NAVD 88     -       191.638  (meters)     628.73   (feet)  ADJUSTED  
 NB0007  ___________________________________________________________________
 NB0007  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NB0007  DYNAMIC HT  -         191.585 (meters)     628.56  (feet)  COMP
 NB0007  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 NB0007
 NB0007  VERT ORDER  -  SECOND    CLASS 0
 NB0007
 NB0007.The horizontal coordinates were scaled from a topographic map and have
 NB0007.an estimated accuracy of +/- 6 seconds.
 NB0007
 NB0007.The orthometric height was determined by differential leveling
 NB0007.and adjusted by the National Geodetic Survey in June 1991..
 NB0007
 NB0007.The geoid height was determined by GEOID03.
 NB0007
 NB0007.The dynamic height is computed by dividing the NAVD 88
 NB0007.geopotential number by the normal gravity value computed on the
 NB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0007.degrees latitude (g = 980.6199 gals.).
 NB0007
 NB0007.The modeled gravity was interpolated from observed gravity values.
 NB0007
 NB0007;                    North         East    Units  Estimated Accuracy
 NB0007;SPC NY C     -   332,800.      269,840.      MT  (+/- 180 meters Scaled)
 NB0007
 NB0007                          SUPERSEDED SURVEY CONTROL
 NB0007
 NB0007  NGVD 29 (??/??/92)  191.794  (m)          629.24   (f) ADJ UNCH    2 0
 NB0007
 NB0007.Superseded values are not recommended for survey control.
 NB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0007.See file dsdata.txt to determine how the superseded data were derived.
 NB0007
 NB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN907612(NAD 83)
 NB0007_MARKER: DB = BENCH MARK DISK
 NB0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0007_SP_SET: CULVERT
 NB0007_STAMPING: D 179 1942
 NB0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0007
 NB0007  HISTORY     - Date     Condition        Report By
 NB0007  HISTORY     - 1942     MONUMENTED       CGS
 NB0007  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 NB0007
 NB0007                          STATION DESCRIPTION
 NB0007
 NB0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0007'1.0 MI N FROM MARCELLUS.
 NB0007'TO REACH FROM THE POST OFFICE IN MARCELLUS--  PROCEED 1.0 MILE NORTH
 NB0007'ON STATE HIGHWAY NO. 174 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0007'126.0 FEET NORTH OF THE CENTERLINE OF A Y ROAD INTERSECTION AND 20.0
 NB0007'FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF A GRAVEL
 NB0007'ROAD. IT IS 16.0 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 NB0007'OF HIGHWAY, AND SET HORIZONTALLY IN THE CENTER OF THE EAST HEADWALL
 NB0007'OF A CONCRETE CULVERT. A STANDARD DISK, STAMPED D 179 1942.
 NB0007
 NB0007                          STATION RECOVERY (1996)
 NB0007
 NB0007'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0013 ***********************************************************************
 NB0013  DESIGNATION -  D 180
 NB0013  PID         -  NB0013
 NB0013  STATE/COUNTY-  NY/ONONDAGA
 NB0013  USGS QUAD   -  MARCELLUS (1976)
 NB0013
 NB0013                         *CURRENT SURVEY CONTROL
 NB0013  ___________________________________________________________________
 NB0013* NAD 83(1986)-  42 58 21.     (N)    076 15 02.     (W)     SCALED    
 NB0013* NAVD 88     -       212.601  (meters)     697.51   (feet)  ADJUSTED  
 NB0013  ___________________________________________________________________
 NB0013  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NB0013  DYNAMIC HT  -         212.541 (meters)     697.31  (feet)  COMP
 NB0013  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 NB0013
 NB0013  VERT ORDER  -  SECOND    CLASS 0
 NB0013
 NB0013.The horizontal coordinates were scaled from a topographic map and have
 NB0013.an estimated accuracy of +/- 6 seconds.
 NB0013
 NB0013.The orthometric height was determined by differential leveling
 NB0013.and adjusted by the National Geodetic Survey in June 1991..
 NB0013
 NB0013.The geoid height was determined by GEOID03.
 NB0013
 NB0013.The dynamic height is computed by dividing the NAVD 88
 NB0013.geopotential number by the normal gravity value computed on the
 NB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0013.degrees latitude (g = 980.6199 gals.).
 NB0013
 NB0013.The modeled gravity was interpolated from observed gravity values.
 NB0013
 NB0013;                    North         East    Units  Estimated Accuracy
 NB0013;SPC NY C     -   330,170.      277,150.      MT  (+/- 180 meters Scaled)
 NB0013
 NB0013                          SUPERSEDED SURVEY CONTROL
 NB0013
 NB0013  NGVD 29 (??/??/92)  212.760  (m)          698.03   (f) ADJ UNCH    2 0
 NB0013
 NB0013.Superseded values are not recommended for survey control.
 NB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0013.See file dsdata.txt to determine how the superseded data were derived.
 NB0013
 NB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN980585(NAD 83)
 NB0013_MARKER: DB = BENCH MARK DISK
 NB0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0013_SP_SET: CULVERT
 NB0013_STAMPING: D 180 1942
 NB0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0013
 NB0013  HISTORY     - Date     Condition        Report By
 NB0013  HISTORY     - 1942     MONUMENTED       CGS
 NB0013  HISTORY     - 1955     MARK NOT FOUND   USGS
 NB0013
 NB0013                          STATION DESCRIPTION
 NB0013
 NB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0013'8.9 MI SW FROM SYRACUSE.
 NB0013'TO REACH FROM THE COURTHOUSE IN SYRACUSE--  PROCEED 7.6 MILES
 NB0013'SOUTHWEST ON STATE HIGHWAY NO. 175 TO A PAVED COUNTY ROAD
 NB0013'INTERSECTION,
 NB0013'THENCE GO 1.3 MILES SOUTH ON A CONCRETE PAVED ROAD TO SITE OF BENCH
 NB0013'MARK. BENCH MARK IS ABOUT 0.4 MILE NORTH OF THE VILLAGE OF CEDARVALE,
 NB0013'ON THE INSIDE OF A CURVE, 14.0 FEET WEST OF AND ABOUT THE SAME
 NB0013'ELEVATION AS THE CENTERLINE OF ROAD. IT IS SET HORIZONTALLY IN THE
 NB0013'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT ON THE EAST BANK
 NB0013'OF A SMALL STREAM. A STANDARD DISK, STAMPED D 180 1942.
 NB0013
 NB0013                          STATION RECOVERY (1955)
 NB0013
 NB0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 NB0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0586 ***********************************************************************
 OE0586  DESIGNATION -  D 182
 OE0586  PID         -  OE0586
 OE0586  STATE/COUNTY-  NY/LEWIS
 OE0586  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE0586
 OE0586                         *CURRENT SURVEY CONTROL
 OE0586  ___________________________________________________________________
 OE0586* NAD 83(1986)-  43 34 30.     (N)    075 24 54.     (W)     SCALED    
 OE0586* NAVD 88     -       387.576  (meters)    1271.57   (feet)  ADJUSTED  
 OE0586  ___________________________________________________________________
 OE0586  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 OE0586  DYNAMIC HT  -         387.475 (meters)    1271.24  (feet)  COMP
 OE0586  MODELED GRAV-     980,349.3   (mgal)                       NAVD 88
 OE0586
 OE0586  VERT ORDER  -  SECOND    CLASS 0
 OE0586
 OE0586.The horizontal coordinates were scaled from a topographic map and have
 OE0586.an estimated accuracy of +/- 6 seconds.
 OE0586
 OE0586.The orthometric height was determined by differential leveling
 OE0586.and adjusted by the National Geodetic Survey in June 1991..
 OE0586
 OE0586.The geoid height was determined by GEOID03.
 OE0586
 OE0586.The dynamic height is computed by dividing the NAVD 88
 OE0586.geopotential number by the normal gravity value computed on the
 OE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0586.degrees latitude (g = 980.6199 gals.).
 OE0586
 OE0586.The modeled gravity was interpolated from observed gravity values.
 OE0586
 OE0586;                    North         East    Units  Estimated Accuracy
 OE0586;SPC NY C     -   397,710.      344,370.      MT  (+/- 180 meters Scaled)
 OE0586
 OE0586                          SUPERSEDED SURVEY CONTROL
 OE0586
 OE0586  NGVD 29 (??/??/92)  387.678  (m)         1271.91   (f) ADJ UNCH    2 0
 OE0586
 OE0586.Superseded values are not recommended for survey control.
 OE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0586.See file dsdata.txt to determine how the superseded data were derived.
 OE0586
 OE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP664247(NAD 83)
 OE0586_MARKER: DB = BENCH MARK DISK
 OE0586_SETTING: 80 = SET IN A BOULDER
 OE0586_SP_SET: BOULDER
 OE0586_STAMPING: D 182 1942
 OE0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0586+STABILITY: SURFACE MOTION
 OE0586
 OE0586  HISTORY     - Date     Condition        Report By
 OE0586  HISTORY     - 1942     MONUMENTED       CGS
 OE0586  HISTORY     - 19950529 GOOD             USPSQD
 OE0586  HISTORY     - 19970619 GOOD             USPSQD
 OE0586
 OE0586                          STATION DESCRIPTION
 OE0586
 OE0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0586'0.9 MI NE FROM CONSTABLEVILLE.
 OE0586'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CATHOLIC CHURCH AT
 OE0586'CONSTABLEVILLE, LEWIS COUNTY, 0.3 MILE SOUTHWEST OF A SMALL CEMETERY
 OE0586'IN THE SOUTHEAST CORNER OF A TIMBERED AREA, 43.5 FEET NORTHWEST OF THE
 OE0586'CENTERLINE OF THE HIGHWAY, 3.2 FEET HIGHER THAN THE HIGHWAY, AND IN
 OE0586'THE TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED D 182 1942.
 OE0586
 OE0586                          STATION RECOVERY (1995)
 OE0586
 OE0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE0586'RECOVERED IN GOOD CONDITION.
 OE0586
 OE0586                          STATION RECOVERY (1997)
 OE0586
 OE0586'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0704 ***********************************************************************
 OE0704  DESIGNATION -  D 183
 OE0704  PID         -  OE0704
 OE0704  STATE/COUNTY-  NY/ONEIDA
 OE0704  USGS QUAD   -  ROME (1955)
 OE0704
 OE0704                         *CURRENT SURVEY CONTROL
 OE0704  ___________________________________________________________________
 OE0704* NAD 83(1986)-  43 14 15.     (N)    075 27 19.     (W)     SCALED    
 OE0704* NAVD 88     -       143.631  (meters)     471.23   (feet)  ADJUSTED  
 OE0704  ___________________________________________________________________
 OE0704  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 OE0704  DYNAMIC HT  -         143.596 (meters)     471.11  (feet)  COMP
 OE0704  MODELED GRAV-     980,373.5   (mgal)                       NAVD 88
 OE0704
 OE0704  VERT ORDER  -  SECOND    CLASS 0
 OE0704
 OE0704.The horizontal coordinates were scaled from a topographic map and have
 OE0704.an estimated accuracy of +/- 6 seconds.
 OE0704
 OE0704.The orthometric height was determined by differential leveling
 OE0704.and adjusted by the National Geodetic Survey in June 1991..
 OE0704
 OE0704.The geoid height was determined by GEOID03.
 OE0704
 OE0704.The dynamic height is computed by dividing the NAVD 88
 OE0704.geopotential number by the normal gravity value computed on the
 OE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0704.degrees latitude (g = 980.6199 gals.).
 OE0704
 OE0704.The modeled gravity was interpolated from observed gravity values.
 OE0704
 OE0704;                    North         East    Units  Estimated Accuracy
 OE0704;SPC NY C     -   360,170.      341,620.      MT  (+/- 180 meters Scaled)
 OE0704
 OE0704                          SUPERSEDED SURVEY CONTROL
 OE0704
 OE0704  NGVD 29 (??/??/92)  143.796  (m)          471.77   (f) ADJ UNCH    2 0
 OE0704
 OE0704.Superseded values are not recommended for survey control.
 OE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0704.See file dsdata.txt to determine how the superseded data were derived.
 OE0704
 OE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN630872(NAD 83)
 OE0704_MARKER: DB = BENCH MARK DISK
 OE0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0704_SP_SET: CULVERT
 OE0704_STAMPING: D 183 1942
 OE0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0704
 OE0704  HISTORY     - Date     Condition        Report By
 OE0704  HISTORY     - 1942     MONUMENTED       CGS
 OE0704  HISTORY     - 1956     GOOD             NGS
 OE0704  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE0704  HISTORY     - 19980915 MARK NOT FOUND   USPSQD
 OE0704
 OE0704                          STATION DESCRIPTION
 OE0704
 OE0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OE0704'1.6 MI N FROM ROME.
 OE0704'1.6 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE COUNTY COURTHOUSE AT
 OE0704'ROME, ONEIDA COUNTY, AT THE NORTH EDGE OF TOWN, 51 FEET WEST ACROSS
 OE0704'THE HIGHWAY FROM POLE 66, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 OE0704'THE TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED D 183 1942.
 OE0704
 OE0704                          STATION RECOVERY (1982)
 OE0704
 OE0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0704'NOT RECOVERED, THERE IS NO LONGER A CULVERT AT MARK LOCATION.
 OE0704'THE MARK IS ASSUMED DESTROYED.
 OE0704
 OE0704                          STATION RECOVERY (1998)
 OE0704
 OE0704'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1091 ***********************************************************************
 OE1091  DESIGNATION -  D 185
 OE1091  PID         -  OE1091
 OE1091  STATE/COUNTY-  NY/ONEIDA
 OE1091  USGS QUAD   -  LEE CENTER (1955)
 OE1091
 OE1091                         *CURRENT SURVEY CONTROL
 OE1091  ___________________________________________________________________
 OE1091* NAD 83(1986)-  43 22 16.     (N)    075 33 02.     (W)     SCALED    
 OE1091* NAVD 88     -       332.499  (meters)    1090.87   (feet)  ADJUSTED  
 OE1091  ___________________________________________________________________
 OE1091  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 OE1091  DYNAMIC HT  -         332.415 (meters)    1090.60  (feet)  COMP
 OE1091  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 OE1091
 OE1091  VERT ORDER  -  SECOND    CLASS 0
 OE1091
 OE1091.The horizontal coordinates were scaled from a topographic map and have
 OE1091.an estimated accuracy of +/- 6 seconds.
 OE1091
 OE1091.The orthometric height was determined by differential leveling
 OE1091.and adjusted by the National Geodetic Survey in June 1991..
 OE1091
 OE1091.The geoid height was determined by GEOID03.
 OE1091
 OE1091.The dynamic height is computed by dividing the NAVD 88
 OE1091.geopotential number by the normal gravity value computed on the
 OE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1091.degrees latitude (g = 980.6199 gals.).
 OE1091
 OE1091.The modeled gravity was interpolated from observed gravity values.
 OE1091
 OE1091;                    North         East    Units  Estimated Accuracy
 OE1091;SPC NY C     -   374,920.      333,700.      MT  (+/- 180 meters Scaled)
 OE1091
 OE1091                          SUPERSEDED SURVEY CONTROL
 OE1091
 OE1091  NGVD 29 (??/??/92)  332.636  (m)         1091.32   (f) ADJ UNCH    2 0
 OE1091
 OE1091.Superseded values are not recommended for survey control.
 OE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1091.See file dsdata.txt to determine how the superseded data were derived.
 OE1091
 OE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP553021(NAD 83)
 OE1091_MARKER: DB = BENCH MARK DISK
 OE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1091_STAMPING: D 185 1942
 OE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1091+STABILITY: SURFACE MOTION
 OE1091
 OE1091  HISTORY     - Date     Condition        Report By
 OE1091  HISTORY     - 1942     MONUMENTED       CGS
 OE1091
 OE1091                          STATION DESCRIPTION
 OE1091
 OE1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1091'0.7 MI S FROM POINT ROCK.
 OE1091'0.7 MILE SOUTH ALONG A COUNTY ROAD FROM THE WILLSON STORE AT POINT
 OE1091'ROCK, ONEIDA COUNTY, 0.2 MILE SOUTH OF A STONE HOUSE, 1.8 FEET WEST OF
 OE1091'POWER-TRANSMISSION LINE POLE 147, 27 FEET EAST OF THE CENTERLINE OF
 OE1091'THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 4 FEET
 OE1091'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 185 1942 AND SET IN
 OE1091'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0721 ***********************************************************************
 OF0721  DESIGNATION -  D 186
 OF0721  PID         -  OF0721
 OF0721  STATE/COUNTY-  NY/CAYUGA
 OF0721  USGS QUAD   -  MONTEZUMA (1978)
 OF0721
 OF0721                         *CURRENT SURVEY CONTROL
 OF0721  ___________________________________________________________________
 OF0721* NAD 83(1986)-  43 01 27.     (N)    076 38 58.     (W)     SCALED    
 OF0721* NAVD 88     -       129.994  (meters)     426.49   (feet)  ADJUSTED  
 OF0721  ___________________________________________________________________
 OF0721  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OF0721  DYNAMIC HT  -         129.962 (meters)     426.38  (feet)  COMP
 OF0721  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OF0721
 OF0721  VERT ORDER  -  SECOND    CLASS 0
 OF0721
 OF0721.The horizontal coordinates were scaled from a topographic map and have
 OF0721.an estimated accuracy of +/- 6 seconds.
 OF0721
 OF0721.The orthometric height was determined by differential leveling
 OF0721.and adjusted by the National Geodetic Survey in June 1991..
 OF0721
 OF0721.The geoid height was determined by GEOID03.
 OF0721
 OF0721.The dynamic height is computed by dividing the NAVD 88
 OF0721.geopotential number by the normal gravity value computed on the
 OF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0721.degrees latitude (g = 980.6199 gals.).
 OF0721
 OF0721.The modeled gravity was interpolated from observed gravity values.
 OF0721
 OF0721;                    North         East    Units  Estimated Accuracy
 OF0721;SPC NY C     -   335,860.      244,610.      MT  (+/- 180 meters Scaled)
 OF0721
 OF0721                          SUPERSEDED SURVEY CONTROL
 OF0721
 OF0721  NGVD 29 (??/??/92)  130.186  (m)          427.12   (f) ADJ UNCH    2 0
 OF0721
 OF0721.Superseded values are not recommended for survey control.
 OF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0721.See file dsdata.txt to determine how the superseded data were derived.
 OF0721
 OF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN656648(NAD 83)
 OF0721_MARKER: DB = BENCH MARK DISK
 OF0721_SETTING: 80 = SET IN A BOULDER
 OF0721_SP_SET: BOULDER
 OF0721_STAMPING: D 186 1942
 OF0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0721+STABILITY: SURFACE MOTION
 OF0721
 OF0721  HISTORY     - Date     Condition        Report By
 OF0721  HISTORY     - 1942     MONUMENTED       CGS
 OF0721  HISTORY     - 1990     GOOD             USPSQD
 OF0721
 OF0721                          STATION DESCRIPTION
 OF0721
 OF0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0721'1.5 MI SW FROM PORT BYRON.
 OF0721'TO REACH FROM THE HIGH SCHOOL AT PORT BYRON, PROCEED SOUTHWESTERLY
 OF0721'ON STATE HIGHWAY NO.31, GO 1.5 MILES TO A SMALL SCHOOL HOUSE AT A
 OF0721'CROSSROAD AND SITE OF BENCH MARK.
 OF0721'BENCH MARK IS SET HORIZONTALLY IN TOP OF A LARGE GRANITE BOULDER
 OF0721'ABOUT 4.0 FEET IN DIAMETER, IT IS 72 FEET SOUTHEAST OF THE SCHOOL
 OF0721'HOUSE, 51 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 OF0721'LINE OF THE HIGHWAY, 30 FEET NORTH OF THE NORTH END OF A CONCRETE
 OF0721'CULVERT AND ON THE WEST BANK OF A SMALL STREAM.
 OF0721
 OF0721                          STATION RECOVERY (1990)
 OF0721
 OF0721'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0435 ***********************************************************************
 OF0435  DESIGNATION -  D 187
 OF0435  PID         -  OF0435
 OF0435  STATE/COUNTY-  NY/OSWEGO
 OF0435  USGS QUAD   -  NEW HAVEN (1982)
 OF0435
 OF0435                         *CURRENT SURVEY CONTROL
 OF0435  ___________________________________________________________________
 OF0435* NAD 83(1986)-  43 28 51.     (N)    076 18 53.     (W)     SCALED    
 OF0435* NAVD 88     -       127.299  (meters)     417.65   (feet)  ADJUSTED  
 OF0435  ___________________________________________________________________
 OF0435  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OF0435  DYNAMIC HT  -         127.272 (meters)     417.56  (feet)  COMP
 OF0435  MODELED GRAV-     980,408.1   (mgal)                       NAVD 88
 OF0435
 OF0435  VERT ORDER  -  SECOND    CLASS 0
 OF0435
 OF0435.The horizontal coordinates were scaled from a topographic map and have
 OF0435.an estimated accuracy of +/- 6 seconds.
 OF0435
 OF0435.The orthometric height was determined by differential leveling
 OF0435.and adjusted by the National Geodetic Survey in June 1991..
 OF0435
 OF0435.The geoid height was determined by GEOID03.
 OF0435
 OF0435.The dynamic height is computed by dividing the NAVD 88
 OF0435.geopotential number by the normal gravity value computed on the
 OF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0435.degrees latitude (g = 980.6199 gals.).
 OF0435
 OF0435.The modeled gravity was interpolated from observed gravity values.
 OF0435
 OF0435;                    North         East    Units  Estimated Accuracy
 OF0435;SPC NY C     -   386,620.      271,730.      MT  (+/- 180 meters Scaled)
 OF0435
 OF0435                          SUPERSEDED SURVEY CONTROL
 OF0435
 OF0435  NGVD 29 (??/??/92)  127.494  (m)          418.29   (f) ADJ UNCH    2 0
 OF0435
 OF0435.Superseded values are not recommended for survey control.
 OF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0435.See file dsdata.txt to determine how the superseded data were derived.
 OF0435
 OF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP936150(NAD 83)
 OF0435_MARKER: DB = BENCH MARK DISK
 OF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0435+STABILITY: SURFACE MOTION
 OF0435
 OF0435  HISTORY     - Date     Condition        Report By
 OF0435  HISTORY     - 1942     MONUMENTED       CGS
 OF0435  HISTORY     - 20060406 MARK NOT FOUND   NYDT
 OF0435
 OF0435                          STATION DESCRIPTION
 OF0435
 OF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0435'AT NEW HAVEN.
 OF0435'BENCH MARK IS ALONG THE ROAD TO THE NEW YORK CENTRAL R.R. STATION
 OF0435'NEW HAVEN, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 OF0435'NO. 104, 32 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 OF0435'LINE OF THE ROAD, 14 FEET NORTH OF THE CENTER OF A PRIVATE DRIVEWAY,
 OF0435'4.0 FEET NORTH OF THE NORTH GATE POST, 3.0 FEET SOUTH OF A 4 BY 4
 OF0435'INCH WOODEN MARKER POST AND ABOUT MIDWAY BETWEEN TWO LARGE ELM TREES
 OF0435'ABOUT 30 FEET APART.
 OF0435'MONUMENT PROJECTS 0.5 FEET.
 OF0435
 OF0435                          STATION RECOVERY (2006)
 OF0435
 OF0435'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0456 ***********************************************************************
 OF0456  DESIGNATION -  D 188
 OF0456  PID         -  OF0456
 OF0456  STATE/COUNTY-  NY/OSWEGO
 OF0456  USGS QUAD   -  MEXICO (1982)
 OF0456
 OF0456                         *CURRENT SURVEY CONTROL
 OF0456  ___________________________________________________________________
 OF0456* NAD 83(1986)-  43 22 34.     (N)    076 14 46.     (W)     SCALED    
 OF0456* NAVD 88     -       134.720  (meters)     441.99   (feet)  ADJUSTED  
 OF0456  ___________________________________________________________________
 OF0456  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OF0456  DYNAMIC HT  -         134.690 (meters)     441.90  (feet)  COMP
 OF0456  MODELED GRAV-     980,393.6   (mgal)                       NAVD 88
 OF0456
 OF0456  VERT ORDER  -  SECOND    CLASS 0
 OF0456
 OF0456.The horizontal coordinates were scaled from a topographic map and have
 OF0456.an estimated accuracy of +/- 6 seconds.
 OF0456
 OF0456.The orthometric height was determined by differential leveling
 OF0456.and adjusted by the National Geodetic Survey in June 1991..
 OF0456
 OF0456.The geoid height was determined by GEOID03.
 OF0456
 OF0456.The dynamic height is computed by dividing the NAVD 88
 OF0456.geopotential number by the normal gravity value computed on the
 OF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0456.degrees latitude (g = 980.6199 gals.).
 OF0456
 OF0456.The modeled gravity was interpolated from observed gravity values.
 OF0456
 OF0456;                    North         East    Units  Estimated Accuracy
 OF0456;SPC NY C     -   375,010.      277,330.      MT  (+/- 180 meters Scaled)
 OF0456
 OF0456                          SUPERSEDED SURVEY CONTROL
 OF0456
 OF0456  NGVD 29 (??/??/92)  134.899  (m)          442.58   (f) ADJ UNCH    2 0
 OF0456
 OF0456.Superseded values are not recommended for survey control.
 OF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0456.See file dsdata.txt to determine how the superseded data were derived.
 OF0456
 OF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP990033(NAD 83)
 OF0456_MARKER: DB = BENCH MARK DISK
 OF0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0456_SP_SET: CULVERT
 OF0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0456
 OF0456  HISTORY     - Date     Condition        Report By
 OF0456  HISTORY     - 1942     MONUMENTED       CGS
 OF0456
 OF0456                          STATION DESCRIPTION
 OF0456
 OF0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0456'5.2 MI SE FROM NORTH VOLNEY.
 OF0456'TO REACH FROM THE GRADE SCHOOL AT NORTH VOLNEY, PROCEED EASTERLY
 OF0456'ON PAVED ROAD, GO 2.6 MILES TO INTERSECTION OF ROAD TO CLIFFORD,
 OF0456'CROSS THE CLIFFORD ROAD AND CONTINUE EASTERLY 1.1 MILES TO THE
 OF0456'INTERSECTION OF STATE HIGHWAY NO. 3, CROSS THE HIGHWAY AND TURN
 OF0456'RIGHT (SOUTHEASTERLY) AND GO 1.5 MILES TO A CONCRETE CULVERT AND
 OF0456'SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 OF0456'NORTHWEST END OF THE NORTHEAST HEADWALL OF THE CONCRETE CULVERT,
 OF0456'IT IS 0.7 MILE NORTHWEST OF RUSSS MILLS, ABOUT 300 FEET SOUTHEAST
 OF0456'OF AN OLD HOUSE, 15 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 OF0456'AS THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0094 ***********************************************************************
 OF0094  DESIGNATION -  D 19
 OF0094  PID         -  OF0094
 OF0094  STATE/COUNTY-  NY/OSWEGO
 OF0094  USGS QUAD   -  RICHLAND (1982)
 OF0094
 OF0094                         *CURRENT SURVEY CONTROL
 OF0094  ___________________________________________________________________
 OF0094* NAD 83(1986)-  43 34 02.     (N)    076 03 02.     (W)     SCALED    
 OF0094* NAVD 88     -       161.080  (meters)     528.48   (feet)  ADJUSTED  
 OF0094  ___________________________________________________________________
 OF0094  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 OF0094  DYNAMIC HT  -         161.044 (meters)     528.36  (feet)  COMP
 OF0094  MODELED GRAV-     980,394.6   (mgal)                       NAVD 88
 OF0094
 OF0094  VERT ORDER  -  FIRST     CLASS II
 OF0094
 OF0094.The horizontal coordinates were scaled from a topographic map and have
 OF0094.an estimated accuracy of +/- 6 seconds.
 OF0094
 OF0094.The orthometric height was determined by differential leveling
 OF0094.and adjusted by the National Geodetic Survey in June 1991..
 OF0094
 OF0094.The geoid height was determined by GEOID03.
 OF0094
 OF0094.The dynamic height is computed by dividing the NAVD 88
 OF0094.geopotential number by the normal gravity value computed on the
 OF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0094.degrees latitude (g = 980.6199 gals.).
 OF0094
 OF0094.The modeled gravity was interpolated from observed gravity values.
 OF0094
 OF0094;                    North         East    Units  Estimated Accuracy
 OF0094;SPC NY C     -   396,320.      293,040.      MT  (+/- 180 meters Scaled)
 OF0094
 OF0094                          SUPERSEDED SURVEY CONTROL
 OF0094
 OF0094  NGVD 29 (??/??/92)  161.215  (m)          528.92   (f) ADJ UNCH    1 2
 OF0094
 OF0094.Superseded values are not recommended for survey control.
 OF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0094.See file dsdata.txt to determine how the superseded data were derived.
 OF0094
 OF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP151243(NAD 83)
 OF0094_MARKER: DB = BENCH MARK DISK
 OF0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0094_SP_SET: BUILDING
 OF0094_STAMPING: D 19 1919
 OF0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0094
 OF0094  HISTORY     - Date     Condition        Report By
 OF0094  HISTORY     - 1919     MONUMENTED       CGS
 OF0094  HISTORY     - 1919     GOOD             NGS
 OF0094
 OF0094                          STATION DESCRIPTION
 OF0094
 OF0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0094'AT RICHLAND.
 OF0094'D 19 -- AT RICHLAND, OSWEGO COUNTY, AT THE NEW YORK CENTRAL
 OF0094'RAILROAD STATION, IN THE WEST WALL, 1-1/2 FEET SOUTH OF THE WAITING-
 OF0094'ROOM DOOR, 7 INCHES BELOW THE DOORSILL, AND IN THE BOTTOM
 OF0094'STEP. A STANDARD DISK, STAMPED D 19 1919 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0222 ***********************************************************************
 OF0222  DESIGNATION -  D 190
 OF0222  PID         -  OF0222
 OF0222  STATE/COUNTY-  NY/OSWEGO
 OF0222  USGS QUAD   -  PULASKI (1980)
 OF0222
 OF0222                         *CURRENT SURVEY CONTROL
 OF0222  ___________________________________________________________________
 OF0222* NAD 83(1986)-  43 31 52.     (N)    076 10 54.     (W)     SCALED    
 OF0222* NAVD 88     -        92.954  (meters)     304.97   (feet)  ADJUSTED  
 OF0222  ___________________________________________________________________
 OF0222  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OF0222  DYNAMIC HT  -          92.935 (meters)     304.90  (feet)  COMP
 OF0222  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OF0222
 OF0222  VERT ORDER  -  SECOND    CLASS II
 OF0222
 OF0222.The horizontal coordinates were scaled from a topographic map and have
 OF0222.an estimated accuracy of +/- 6 seconds.
 OF0222
 OF0222.The orthometric height was determined by differential leveling
 OF0222.and adjusted by the National Geodetic Survey in June 1991..
 OF0222
 OF0222.The geoid height was determined by GEOID03.
 OF0222
 OF0222.The dynamic height is computed by dividing the NAVD 88
 OF0222.geopotential number by the normal gravity value computed on the
 OF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0222.degrees latitude (g = 980.6199 gals.).
 OF0222
 OF0222.The modeled gravity was interpolated from observed gravity values.
 OF0222
 OF0222;                    North         East    Units  Estimated Accuracy
 OF0222;SPC NY C     -   392,250.      282,470.      MT  (+/- 180 meters Scaled)
 OF0222
 OF0222                          SUPERSEDED SURVEY CONTROL
 OF0222
 OF0222  NGVD 29 (??/??/92)   93.093  (m)          305.42   (f) ADJ UNCH    2 0
 OF0222
 OF0222.Superseded values are not recommended for survey control.
 OF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0222.See file dsdata.txt to determine how the superseded data were derived.
 OF0222
 OF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP045204(NAD 83)
 OF0222_MARKER: DB = BENCH MARK DISK
 OF0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF0222_SP_SET: CULVERT HEADWALL
 OF0222_MARK LOGO: NONE  
 OF0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0222+STABILITY: SURFACE MOTION
 OF0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0222+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 OF0222
 OF0222  HISTORY     - Date     Condition        Report By
 OF0222  HISTORY     - UNK      MONUMENTED       CGS
 OF0222  HISTORY     - 1942     GOOD             NGS
 OF0222  HISTORY     - 20010806 GOOD             NYDT
 OF0222  HISTORY     - 20060406 GOOD             NYDT
 OF0222
 OF0222                          STATION DESCRIPTION
 OF0222
 OF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0222'2.7 MI S FROM PORT ONTARIO.
 OF0222'TO REACH FROM INTERSECTION OF HIGHWAYS NOS. 3 AND 13 AT PORT ONTARIO,
 OF0222'PROCEED SOUTHERLY ON STATE HIGHWAY NO. 3, GO 1.8 MILES TO THE
 OF0222'INTERSECTION OF ROAD TO DAYSVILLE, TURN LEFT (SOUTHEASTERLY) ON ROAD
 OF0222'TO DAYSVILLE AND GO 0.9 MILE TO THE NEW YORK CENTRAL R.R. AND SITE
 OF0222'OF BENCH MARK.
 OF0222'BENCH MARK IS IN A SMALL TRIANGLE FORMED BY A ROAD INTERSECTION, IT
 OF0222'IS ABOUT 275 FEET NORTH OF THE NEW YORK CENTRAL R.R. AT DAYSVILLE
 OF0222'SIDING, 36 FEET WEST OF AND ABOUT ONE FOOT BELOW THE CENTER LINE OF
 OF0222'THE NORTH-SOUTH PAVED ROAD, 31 FEET EAST OF THE CENTER LINE OF A
 OF0222'GRAVELED ROAD AND SET HORIZONTALLY IN TOP OF THE EAST END OF A
 OF0222'CONCRETE CULVERT HEADWALL
 OF0222
 OF0222                          STATION RECOVERY (2001)
 OF0222
 OF0222'RECOVERY NOTE BY NY DEPT OF TRANSP 2001
 OF0222'RECOVERED AS DESCRIBED.
 OF0222
 OF0222                          STATION RECOVERY (2006)
 OF0222
 OF0222'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0038 ***********************************************************************
 OF0038  DESIGNATION -  D 191
 OF0038  PID         -  OF0038
 OF0038  STATE/COUNTY-  NY/JEFFERSON
 OF0038  USGS QUAD   -  HENDERSON (1980)
 OF0038
 OF0038                         *CURRENT SURVEY CONTROL
 OF0038  ___________________________________________________________________
 OF0038* NAD 83(1986)-  43 48 30.     (N)    076 11 58.     (W)     SCALED    
 OF0038* NAVD 88     -        89.208  (meters)     292.68   (feet)  ADJUSTED  
 OF0038  ___________________________________________________________________
 OF0038  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OF0038  DYNAMIC HT  -          89.194 (meters)     292.63  (feet)  COMP
 OF0038  MODELED GRAV-     980,456.1   (mgal)                       NAVD 88
 OF0038
 OF0038  VERT ORDER  -  FIRST     CLASS II
 OF0038
 OF0038.The horizontal coordinates were scaled from a topographic map and have
 OF0038.an estimated accuracy of +/- 6 seconds.
 OF0038
 OF0038.The orthometric height was determined by differential leveling
 OF0038.and adjusted by the National Geodetic Survey in June 1991..
 OF0038
 OF0038.The geoid height was determined by GEOID03.
 OF0038
 OF0038.The dynamic height is computed by dividing the NAVD 88
 OF0038.geopotential number by the normal gravity value computed on the
 OF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0038.degrees latitude (g = 980.6199 gals.).
 OF0038
 OF0038.The modeled gravity was interpolated from observed gravity values.
 OF0038
 OF0038;                    North         East    Units  Estimated Accuracy
 OF0038;SPC NY C     -   423,040.      280,890.      MT  (+/- 180 meters Scaled)
 OF0038
 OF0038                          SUPERSEDED SURVEY CONTROL
 OF0038
 OF0038  NGVD 29 (??/??/92)   89.366  (m)          293.19   (f) ADJ UNCH    1 2
 OF0038
 OF0038.Superseded values are not recommended for survey control.
 OF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0038.See file dsdata.txt to determine how the superseded data were derived.
 OF0038
 OF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP035512(NAD 83)
 OF0038_MARKER: DB = BENCH MARK DISK
 OF0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0038_SP_SET: BRIDGE
 OF0038_STAMPING: D 191 1942
 OF0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0038
 OF0038  HISTORY     - Date     Condition        Report By
 OF0038  HISTORY     - 1942     MONUMENTED       CGS
 OF0038  HISTORY     - 1968     GOOD             USLS
 OF0038  HISTORY     - 19950616 GOOD             USPSQD
 OF0038  HISTORY     - 20010331 GOOD             NGS
 OF0038
 OF0038                          STATION DESCRIPTION
 OF0038
 OF0038'DESCRIBED BY US LAKE SURVEY 1968
 OF0038'2.6 MI S FROM HENDERSON.
 OF0038'D 191 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 OF0038'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 2.6 MILES SOUTH OF
 OF0038'INTERSECTION OF HIGHWAYS NO. 3 AND 178 WEST OF HENDERSON, AT
 OF0038'SOUTHWEST WINGWALL OF BRIDGE OVER LITTLE STONY CREEK, 15 FEET WEST
 OF0038'OF CENTERLINE OF HIGHWAY NO. 3, 1 FOOT WEST OF WEST GUARDRAIL,
 OF0038'ABOUT FLUSH WITH THE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS
 OF0038'AT CENTER OF BRONZE DISC SET INTO THE WINGWALL. STAMPED D 191 1942.
 OF0038
 OF0038                          STATION RECOVERY (1995)
 OF0038
 OF0038'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0038'RECOVERED IN GOOD CONDITION.
 OF0038
 OF0038                          STATION RECOVERY (2001)
 OF0038
 OF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1139 ***********************************************************************
 OE1139  DESIGNATION -  D 192
 OE1139  PID         -  OE1139
 OE1139  STATE/COUNTY-  NY/OSWEGO
 OE1139  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1139
 OE1139                         *CURRENT SURVEY CONTROL
 OE1139  ___________________________________________________________________
 OE1139* NAD 83(1986)-  43 23 08.     (N)    075 53 07.     (W)     SCALED    
 OE1139* NAVD 88     -       209.728  (meters)     688.08   (feet)  ADJUSTED  
 OE1139  ___________________________________________________________________
 OE1139  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 OE1139  DYNAMIC HT  -         209.680 (meters)     687.93  (feet)  COMP
 OE1139  MODELED GRAV-     980,384.0   (mgal)                       NAVD 88
 OE1139
 OE1139  VERT ORDER  -  SECOND    CLASS 0
 OE1139
 OE1139.The horizontal coordinates were scaled from a topographic map and have
 OE1139.an estimated accuracy of +/- 6 seconds.
 OE1139
 OE1139.The orthometric height was determined by differential leveling
 OE1139.and adjusted by the National Geodetic Survey in June 1991..
 OE1139
 OE1139.The geoid height was determined by GEOID03.
 OE1139
 OE1139.The dynamic height is computed by dividing the NAVD 88
 OE1139.geopotential number by the normal gravity value computed on the
 OE1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1139.degrees latitude (g = 980.6199 gals.).
 OE1139
 OE1139.The modeled gravity was interpolated from observed gravity values.
 OE1139
 OE1139;                    North         East    Units  Estimated Accuracy
 OE1139;SPC NY C     -   376,240.      306,560.      MT  (+/- 180 meters Scaled)
 OE1139
 OE1139                          SUPERSEDED SURVEY CONTROL
 OE1139
 OE1139  NGVD 29 (??/??/92)  209.886  (m)          688.60   (f) ADJ UNCH    2 0
 OE1139
 OE1139.Superseded values are not recommended for survey control.
 OE1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1139.See file dsdata.txt to determine how the superseded data were derived.
 OE1139
 OE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP282040(NAD 83)
 OE1139_MARKER: DB = BENCH MARK DISK
 OE1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1139_STAMPING: D 192 1942
 OE1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1139+STABILITY: SURFACE MOTION
 OE1139
 OE1139  HISTORY     - Date     Condition        Report By
 OE1139  HISTORY     - 1942     MONUMENTED       CGS
 OE1139
 OE1139                          STATION DESCRIPTION
 OE1139
 OE1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1139'2.8 MI S FROM WILLIAMSTOWN.
 OE1139'TO REACH FROM THE POST OFFICE AT WILLIAMSTOWN, PROCEED EASTERLY ON
 OE1139'STATE HIGHWAY NO. 13, GO 0.2 MILE TO INTERSECTION OF ROAD TO PANTHER
 OE1139'LAKE, TURN RIGHT (SOUTHERLY) ON TO PANTHER LAKE ROAD AND GO 2.6 MILES
 OE1139'TO THE SOUTH EDGE OF A THICKET ON THE EAST SIDE OF THE ROAD AND SITE
 OE1139'OF BENCH MARK. BENCH MARK IS ABOUT 250 FEET NORTH OF A ROCK FENCE
 OE1139'CORNER, ABOUT 150 FEET SOUTH OF THE SOUTHWEST CORNER OF THE THICKET,
 OE1139'ABOUT 135 FEET NORTH OF A SMALL PIPE CULVERT, 31 FEET EAST OF AND
 OE1139'ABOUT 1.5 FEET ABOVE THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A 4
 OE1139'BY 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0152 ***********************************************************************
 OF0152  DESIGNATION -  D 193
 OF0152  PID         -  OF0152
 OF0152  STATE/COUNTY-  NY/JEFFERSON
 OF0152  USGS QUAD   -  ADAMS (1982)
 OF0152
 OF0152                         *CURRENT SURVEY CONTROL
 OF0152  ___________________________________________________________________
 OF0152* NAD 83(1986)-  43 52 20.     (N)    076 03 26.     (W)     SCALED    
 OF0152* NAVD 88     -       155.057  (meters)     508.72   (feet)  ADJUSTED  
 OF0152  ___________________________________________________________________
 OF0152  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 OF0152  DYNAMIC HT  -         155.030 (meters)     508.63  (feet)  COMP
 OF0152  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 OF0152
 OF0152  VERT ORDER  -  SECOND    CLASS 0
 OF0152
 OF0152.The horizontal coordinates were scaled from a topographic map and have
 OF0152.an estimated accuracy of +/- 6 seconds.
 OF0152
 OF0152.The orthometric height was determined by differential leveling
 OF0152.and adjusted by the National Geodetic Survey in June 1991..
 OF0152
 OF0152.The geoid height was determined by GEOID03.
 OF0152
 OF0152.The dynamic height is computed by dividing the NAVD 88
 OF0152.geopotential number by the normal gravity value computed on the
 OF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0152.degrees latitude (g = 980.6199 gals.).
 OF0152
 OF0152.The modeled gravity was interpolated from observed gravity values.
 OF0152
 OF0152;                    North         East    Units  Estimated Accuracy
 OF0152;SPC NY C     -   430,200.      292,290.      MT  (+/- 180 meters Scaled)
 OF0152
 OF0152                          SUPERSEDED SURVEY CONTROL
 OF0152
 OF0152  NGVD 29 (??/??/92)  155.194  (m)          509.17   (f) ADJ UNCH    2 0
 OF0152
 OF0152.Superseded values are not recommended for survey control.
 OF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0152.See file dsdata.txt to determine how the superseded data were derived.
 OF0152
 OF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP150582(NAD 83)
 OF0152_MARKER: DB = BENCH MARK DISK
 OF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0152_STAMPING: D 193 1942
 OF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0152+STABILITY: SURFACE MOTION
 OF0152
 OF0152  HISTORY     - Date     Condition        Report By
 OF0152  HISTORY     - 1942     MONUMENTED       CGS
 OF0152  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 OF0152
 OF0152                          STATION DESCRIPTION
 OF0152
 OF0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0152'2.9 MI W FROM ADAMS CENTER.
 OF0152'TO REACH FROM THE NEW YORK CENTRAL R.R. STATION AT ADAMS CENTER,
 OF0152'PROCEED WESTERLY ON PAVED ROAD, GO 1.9 MILES TO INTERSECTION OF
 OF0152'GRAVELED ROAD, TURN LEFT (SOUTHERLY) ON TO GRAVELED ROAD, GO 0.1
 OF0152'MILE, TURN RIGHT (WESTERLY) AND GO 0.9 MILE TO SITE OF BENCH MARK.
 OF0152'BENCH MARK IS AT THE TOP OF SMALL GRADE, 50 FEET NORTHWEST OF THE
 OF0152'CENTER OF A FARM ROAD INTERSECTION, 24 FEET NORTH OF AND ABOUT THE
 OF0152'SAME ELEVATION AS THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A
 OF0152'4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF A FENCE.
 OF0152'MONUMENT PROJECTS 0.5 FEET.
 OF0152
 OF0152                          STATION RECOVERY (1996)
 OF0152
 OF0152'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0124 ***********************************************************************
 OF0124  DESIGNATION -  D 194
 OF0124  PID         -  OF0124
 OF0124  STATE/COUNTY-  NY/JEFFERSON
 OF0124  USGS QUAD   -  ADAMS (1982)
 OF0124
 OF0124                         *CURRENT SURVEY CONTROL
 OF0124  ___________________________________________________________________
 OF0124* NAD 83(1986)-  43 46 00.     (N)    076 02 51.     (W)     SCALED    
 OF0124* NAVD 88     -       172.195  (meters)     564.94   (feet)  ADJUSTED  
 OF0124  ___________________________________________________________________
 OF0124  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 OF0124  DYNAMIC HT  -         172.160 (meters)     564.83  (feet)  COMP
 OF0124  MODELED GRAV-     980,416.3   (mgal)                       NAVD 88
 OF0124
 OF0124  VERT ORDER  -  SECOND    CLASS 0
 OF0124
 OF0124.The horizontal coordinates were scaled from a topographic map and have
 OF0124.an estimated accuracy of +/- 6 seconds.
 OF0124
 OF0124.The orthometric height was determined by differential leveling
 OF0124.and adjusted by the National Geodetic Survey in June 1991..
 OF0124
 OF0124.The geoid height was determined by GEOID03.
 OF0124
 OF0124.The dynamic height is computed by dividing the NAVD 88
 OF0124.geopotential number by the normal gravity value computed on the
 OF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0124.degrees latitude (g = 980.6199 gals.).
 OF0124
 OF0124.The modeled gravity was interpolated from observed gravity values.
 OF0124
 OF0124;                    North         East    Units  Estimated Accuracy
 OF0124;SPC NY C     -   418,480.      293,140.      MT  (+/- 180 meters Scaled)
 OF0124
 OF0124                          SUPERSEDED SURVEY CONTROL
 OF0124
 OF0124  NGVD 29 (??/??/92)  172.332  (m)          565.39   (f) ADJ UNCH    2 0
 OF0124
 OF0124.Superseded values are not recommended for survey control.
 OF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0124.See file dsdata.txt to determine how the superseded data were derived.
 OF0124
 OF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP156464(NAD 83)
 OF0124_MARKER: DB = BENCH MARK DISK
 OF0124_SETTING: 80 = SET IN A BOULDER
 OF0124_SP_SET: BOULDER
 OF0124_STAMPING: D 194 1942
 OF0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0124+STABILITY: SURFACE MOTION
 OF0124
 OF0124  HISTORY     - Date     Condition        Report By
 OF0124  HISTORY     - 1942     MONUMENTED       CGS
 OF0124
 OF0124                          STATION DESCRIPTION
 OF0124
 OF0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0124'3.3 MI S FROM ADAMS.
 OF0124'D 194 -- 3.3 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 OF0124'FROM THE STATION AT ADAMS, JEFFERSON COUNTY, 0.5 MILE SOUTH
 OF0124'OF THE BRIDGE OVER SOUTH SANDY CREEK, 200 FEET SOUTHWEST OF MILEPOST
 OF0124'S 56, 58 FEET WEST OF THE CENTERLINE OF THE TRACK, 2 FEET
 OF0124'EAST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A 3-FOOT GRANITE
 OF0124'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND. A STANDARD DISK, STAMPED
 OF0124'D 194 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0849 ***********************************************************************
 OE0849  DESIGNATION -  D 196
 OE0849  PID         -  OE0849
 OE0849  STATE/COUNTY-  NY/ONEIDA
 OE0849  USGS QUAD   -  ROME (1955)
 OE0849
 OE0849                         *CURRENT SURVEY CONTROL
 OE0849  ___________________________________________________________________
 OE0849* NAD 83(1986)-  43 13 37.     (N)    075 24 46.     (W)     SCALED    
 OE0849* NAVD 88     -       144.852  (meters)     475.24   (feet)  ADJUSTED  
 OE0849  ___________________________________________________________________
 OE0849  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 OE0849  DYNAMIC HT  -         144.816 (meters)     475.12  (feet)  COMP
 OE0849  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 OE0849
 OE0849  VERT ORDER  -  SECOND    CLASS 0
 OE0849
 OE0849.The horizontal coordinates were scaled from a topographic map and have
 OE0849.an estimated accuracy of +/- 6 seconds.
 OE0849
 OE0849.The orthometric height was determined by differential leveling
 OE0849.and adjusted by the National Geodetic Survey in June 1991..
 OE0849
 OE0849.The geoid height was determined by GEOID03.
 OE0849
 OE0849.The dynamic height is computed by dividing the NAVD 88
 OE0849.geopotential number by the normal gravity value computed on the
 OE0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0849.degrees latitude (g = 980.6199 gals.).
 OE0849
 OE0849.The modeled gravity was interpolated from observed gravity values.
 OE0849
 OE0849;                    North         East    Units  Estimated Accuracy
 OE0849;SPC NY C     -   359,050.      345,090.      MT  (+/- 180 meters Scaled)
 OE0849
 OE0849                          SUPERSEDED SURVEY CONTROL
 OE0849
 OE0849  NGVD 29 (??/??/92)  145.020  (m)          475.79   (f) ADJ UNCH    2 0
 OE0849
 OE0849.Superseded values are not recommended for survey control.
 OE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0849.See file dsdata.txt to determine how the superseded data were derived.
 OE0849
 OE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN664861(NAD 83)
 OE0849_MARKER: DB = BENCH MARK DISK
 OE0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0849_SP_SET: BUILDING
 OE0849_STAMPING: D 196 1942
 OE0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0849
 OE0849  HISTORY     - Date     Condition        Report By
 OE0849  HISTORY     - 1942     MONUMENTED       CGS
 OE0849  HISTORY     - 1956     GOOD             NGS
 OE0849  HISTORY     - 19890620 GOOD             USPSQD
 OE0849
 OE0849                          STATION DESCRIPTION
 OE0849
 OE0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OE0849'2.4 MI E FROM ROME.
 OE0849'2.4 MILES EAST ALONG FLOYD AVENUE FROM THE COUNTY COURTHOUSE AT ROME,
 OE0849'ONEIDA COUNTY, AT THE ROME AIRPORT, AT THE NORTHWEST CORNER OF REPAIR
 OE0849'HANGAR 3 OF THE AIRPLANE REPAIR BUILDING, IN THE NORTH FACE OF STAIR
 OE0849'TOWER 6, AND 2.8 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 OE0849'STAMPED D 196 1942 AND SET VERTICALLY.
 OE0849
 OE0849                          STATION RECOVERY (1989)
 OE0849
 OE0849'RECOVERY NOTE BY US POWER SQUADRON 1989 (LBS)
 OE0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1121 ***********************************************************************
 OE1121  DESIGNATION -  D 197
 OE1121  PID         -  OE1121
 OE1121  STATE/COUNTY-  NY/ONEIDA
 OE1121  USGS QUAD   -  LEE CENTER (1955)
 OE1121
 OE1121                         *CURRENT SURVEY CONTROL
 OE1121  ___________________________________________________________________
 OE1121* NAD 83(1986)-  43 16 12.     (N)    075 33 46.     (W)     SCALED    
 OE1121* NAVD 88     -       140.865  (meters)     462.15   (feet)  ADJUSTED  
 OE1121  ___________________________________________________________________
 OE1121  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 OE1121  DYNAMIC HT  -         140.832 (meters)     462.05  (feet)  COMP
 OE1121  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 OE1121
 OE1121  VERT ORDER  -  SECOND    CLASS 0
 OE1121
 OE1121.The horizontal coordinates were scaled from a topographic map and have
 OE1121.an estimated accuracy of +/- 6 seconds.
 OE1121
 OE1121.The orthometric height was determined by differential leveling
 OE1121.and adjusted by the National Geodetic Survey in June 1991..
 OE1121
 OE1121.The geoid height was determined by GEOID03.
 OE1121
 OE1121.The dynamic height is computed by dividing the NAVD 88
 OE1121.geopotential number by the normal gravity value computed on the
 OE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1121.degrees latitude (g = 980.6199 gals.).
 OE1121
 OE1121.The modeled gravity was interpolated from observed gravity values.
 OE1121
 OE1121;                    North         East    Units  Estimated Accuracy
 OE1121;SPC NY C     -   363,670.      332,850.      MT  (+/- 180 meters Scaled)
 OE1121
 OE1121                          SUPERSEDED SURVEY CONTROL
 OE1121
 OE1121  NGVD 29 (??/??/92)  141.040  (m)          462.73   (f) ADJ UNCH    2 0
 OE1121
 OE1121.Superseded values are not recommended for survey control.
 OE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1121.See file dsdata.txt to determine how the superseded data were derived.
 OE1121
 OE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN543909(NAD 83)
 OE1121_MARKER: DB = BENCH MARK DISK
 OE1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1121_STAMPING: D 197 1942
 OE1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1121+STABILITY: SURFACE MOTION
 OE1121
 OE1121  HISTORY     - Date     Condition        Report By
 OE1121  HISTORY     - 1942     MONUMENTED       CGS
 OE1121  HISTORY     - 1955     GOOD             USGS
 OE1121  HISTORY     - 1974     GOOD             USGS
 OE1121
 OE1121                          STATION DESCRIPTION
 OE1121
 OE1121'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OE1121'6.9 MI NW FROM ROME.
 OE1121'6.9 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY COURT-
 OE1121'HOUSE AT ROME, ONEIDA COUNTY, 0.4 MILE SOUTHEAST OF LEE, 0.1 MILE
 OE1121'SOUTHEAST OF THE SASH FACTORY CREEK, 39 FEET NORTH OF POWER-
 OE1121'TRANSMISSION LINE POLE 292, 26 FEET NORTHEAST OF THE CENTERLINE OF THE
 OE1121'HIGHWAY, 15 FEET SOUTHEAST OF A 14-INCH MAPLE TREE, 3 FEET SOUTHEAST
 OE1121'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY. A STANDARD
 OE1121'DISK, STAMPED D 197 1942 AND SET IN THE TOP OF A CONCRETE POST
 OE1121'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THOROUGH INVESTIGATION -
 OE1121'THIS MONUMENT WAS LOST IN THE IMPROVEMENT OF HIGHWAY 69 - ROME TABERG
 OE1121'ROAD, OLD CULVERTS HAVE BEEN REPLACED - GRADES CHANGED. THERE ARE
 OE1121'PROBABLY MORE THAN THE 1 ABOVE MISSING.
 OE1121
 OE1121                          STATION RECOVERY (1974)
 OE1121
 OE1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OE1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1314 ***********************************************************************
 OE1314  DESIGNATION -  D 198
 OE1314  PID         -  OE1314
 OE1314  STATE/COUNTY-  NY/OSWEGO
 OE1314  USGS QUAD   -  REDFIELD (1980)
 OE1314
 OE1314                         *CURRENT SURVEY CONTROL
 OE1314  ___________________________________________________________________
 OE1314* NAD 83(1986)-  43 30 47.     (N)    075 50 48.     (W)     SCALED    
 OE1314* NAVD 88     -       296.350  (meters)     972.27   (feet)  ADJUSTED  
 OE1314  ___________________________________________________________________
 OE1314  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 OE1314  DYNAMIC HT  -         296.279 (meters)     972.04  (feet)  COMP
 OE1314  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 OE1314
 OE1314  VERT ORDER  -  SECOND    CLASS 0
 OE1314
 OE1314.The horizontal coordinates were scaled from a topographic map and have
 OE1314.an estimated accuracy of +/- 6 seconds.
 OE1314
 OE1314.The orthometric height was determined by differential leveling
 OE1314.and adjusted by the National Geodetic Survey in June 1991..
 OE1314
 OE1314.The geoid height was determined by GEOID03.
 OE1314
 OE1314.The dynamic height is computed by dividing the NAVD 88
 OE1314.geopotential number by the normal gravity value computed on the
 OE1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1314.degrees latitude (g = 980.6199 gals.).
 OE1314
 OE1314.The modeled gravity was interpolated from observed gravity values.
 OE1314
 OE1314;                    North         East    Units  Estimated Accuracy
 OE1314;SPC NY C     -   390,430.      309,560.      MT  (+/- 180 meters Scaled)
 OE1314
 OE1314                          SUPERSEDED SURVEY CONTROL
 OE1314
 OE1314  NGVD 29 (??/??/92)  296.484  (m)          972.71   (f) ADJ UNCH    2 0
 OE1314
 OE1314.Superseded values are not recommended for survey control.
 OE1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1314.See file dsdata.txt to determine how the superseded data were derived.
 OE1314
 OE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP315181(NAD 83)
 OE1314_MARKER: DB = BENCH MARK DISK
 OE1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1314_STAMPING: D 198 1942
 OE1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1314+STABILITY: SURFACE MOTION
 OE1314
 OE1314  HISTORY     - Date     Condition        Report By
 OE1314  HISTORY     - 1942     MONUMENTED       CGS
 OE1314  HISTORY     - 19980615 MARK NOT FOUND   USPSQD
 OE1314  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1314
 OE1314                          STATION DESCRIPTION
 OE1314
 OE1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1314'6.6 MI NE FROM WILLIAMSTOWN.
 OE1314'6.6 MILES NORTHEAST ALONG AN IMPROVED COUNTY ROAD FROM THE RAILROAD
 OE1314'STATION AT WILLIAMSTOWN, OSWEGO COUNTY, AT THE INSIDE OF A SHARP
 OE1314'CURVE, 225 FEET EAST OF THE JUNCTION OF A ROAD LEADING NORTH, 35 FEET
 OE1314'SOUTH OF THE CENTERLINE OF THE ROAD, 1.3 FEET NORTH OF A FENCE, 3 FEET
 OE1314'EAST OF A WHITE WOODEN WITNESS POST, AND 3 FEET HIGHER THAN THE ROAD.
 OE1314'A STANDARD DISK, STAMPED D 198 1942 AND SET IN THE TOP OF A CONCRETE
 OE1314'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 OE1314
 OE1314                          STATION RECOVERY (1998)
 OE1314
 OE1314'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1314'MARK NOT FOUND.
 OE1314
 OE1314                          STATION RECOVERY (2002)
 OE1314
 OE1314'RECOVERY NOTE BY US POWER SQUADRON 2002 (EF)
 OE1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1304 ***********************************************************************
 OE1304  DESIGNATION -  D 199
 OE1304  PID         -  OE1304
 OE1304  STATE/COUNTY-  NY/JEFFERSON
 OE1304  USGS QUAD   -  BARNES CORNERS (1980)
 OE1304
 OE1304                         *CURRENT SURVEY CONTROL
 OE1304  ___________________________________________________________________
 OE1304* NAD 83(1986)-  43 46 12.     (N)    075 50 34.     (W)     SCALED    
 OE1304* NAVD 88     -       441.782  (meters)    1449.41   (feet)  ADJUSTED  
 OE1304  ___________________________________________________________________
 OE1304  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OE1304  DYNAMIC HT  -         441.677 (meters)    1449.07  (feet)  COMP
 OE1304  MODELED GRAV-     980,367.1   (mgal)                       NAVD 88
 OE1304
 OE1304  VERT ORDER  -  SECOND    CLASS 0
 OE1304
 OE1304.The horizontal coordinates were scaled from a topographic map and have
 OE1304.an estimated accuracy of +/- 6 seconds.
 OE1304
 OE1304.The orthometric height was determined by differential leveling
 OE1304.and adjusted by the National Geodetic Survey in June 1991..
 OE1304
 OE1304.The geoid height was determined by GEOID03.
 OE1304
 OE1304.The dynamic height is computed by dividing the NAVD 88
 OE1304.geopotential number by the normal gravity value computed on the
 OE1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1304.degrees latitude (g = 980.6199 gals.).
 OE1304
 OE1304.The modeled gravity was interpolated from observed gravity values.
 OE1304
 OE1304;                    North         East    Units  Estimated Accuracy
 OE1304;SPC NY C     -   418,980.      309,620.      MT  (+/- 180 meters Scaled)
 OE1304
 OE1304                          SUPERSEDED SURVEY CONTROL
 OE1304
 OE1304  NGVD 29 (??/??/92)  441.887  (m)         1449.76   (f) ADJ UNCH    2 0
 OE1304
 OE1304.Superseded values are not recommended for survey control.
 OE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1304.See file dsdata.txt to determine how the superseded data were derived.
 OE1304
 OE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP321466(NAD 83)
 OE1304_MARKER: DB = BENCH MARK DISK
 OE1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1304_STAMPING: D 199 1942
 OE1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1304+STABILITY: SURFACE MOTION
 OE1304
 OE1304  HISTORY     - Date     Condition        Report By
 OE1304  HISTORY     - 1942     MONUMENTED       CGS
 OE1304
 OE1304                          STATION DESCRIPTION
 OE1304
 OE1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1304'4.9 MI SW FROM BARNES CORNERS.
 OE1304'IN JEFFERSON COUNTY, 3.6 MILES SOUTH ALONG AN IMPROVED COUNTY ROAD
 OE1304'FROM THE POST OFFICE AT BARNES CORNERS, LEWIS COUNTY, THENCE 1.3 MILES
 OE1304'WEST ALONG A ROAD.  300 FEET NORTH OF AN OLD SHINGLED HOUSE AND A
 OE1304'FRAME BARN, 38.3 FEET WEST OF A 20-INCH MAPLE TREE, 22 FEET SOUTH OF
 OE1304'THE CENTERLINE OF THE ROAD, 24.8 FEET WEST OF THE CENTERLINE OF A
 OE1304'DRIVEWAY LEADING TO THE HOUSE, 3.1 FEET SOUTHWEST OF A POLE, 3 FEET
 OE1304'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD.
 OE1304'A STANDARD DISK, STAMPED D 199 1942 AND SET IN THE TOP OF A CONCRETE
 OE1304'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0451 ***********************************************************************
 PG0451  DESIGNATION -  D 2
 PG0451  PID         -  PG0451
 PG0451  STATE/COUNTY-  NY/CLINTON
 PG0451  USGS QUAD   -  PLATTSBURGH (1966)
 PG0451
 PG0451                         *CURRENT SURVEY CONTROL
 PG0451  ___________________________________________________________________
 PG0451* NAD 83(1986)-  44 39 08.     (N)    073 26 49.     (W)     SCALED    
 PG0451* NAVD 88     -        43.078  (meters)     141.33   (feet)  ADJUSTED  
 PG0451  ___________________________________________________________________
 PG0451  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 PG0451  DYNAMIC HT  -          43.076 (meters)     141.33  (feet)  COMP
 PG0451  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 PG0451
 PG0451  VERT ORDER  -  FIRST     CLASS II
 PG0451
 PG0451.The horizontal coordinates were scaled from a topographic map and have
 PG0451.an estimated accuracy of +/- 6 seconds.
 PG0451
 PG0451.The orthometric height was determined by differential leveling
 PG0451.and adjusted by the National Geodetic Survey in June 1991..
 PG0451
 PG0451.The geoid height was determined by GEOID03.
 PG0451
 PG0451.The dynamic height is computed by dividing the NAVD 88
 PG0451.geopotential number by the normal gravity value computed on the
 PG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0451.degrees latitude (g = 980.6199 gals.).
 PG0451
 PG0451.The modeled gravity was interpolated from observed gravity values.
 PG0451
 PG0451;                    North         East    Units  Estimated Accuracy
 PG0451;SPC NY E     -   646,770.      233,520.      MT  (+/- 180 meters Scaled)
 PG0451
 PG0451                          SUPERSEDED SURVEY CONTROL
 PG0451
 PG0451  NGVD 29 (??/??/??)   43.210  (m)          141.76   (f) ADJUSTED    1 2
 PG0451
 PG0451.Superseded values are not recommended for survey control.
 PG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0451.See file dsdata.txt to determine how the superseded data were derived.
 PG0451
 PG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ231454(NAD 83)
 PG0451_MARKER: DB = BENCH MARK DISK
 PG0451_SETTING: 66 = SET IN ROCK OUTCROP
 PG0451_SP_SET: ROCK OUTCROP
 PG0451_STAMPING: D 2 1916
 PG0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0451+STABILITY: POSITION/ELEVATION WELL
 PG0451
 PG0451  HISTORY     - Date     Condition        Report By
 PG0451  HISTORY     - 1916     MONUMENTED       CGS
 PG0451  HISTORY     - 1973     GOOD             NGS
 PG0451
 PG0451                          STATION DESCRIPTION
 PG0451
 PG0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0451'3.25 MI S FROM PLATTSBURGH.
 PG0451'ABOUT 3.25 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0451'STATION AT PLATTSBURGH, ABOUT 531 YARDS NORTH OF MILEPOST A 164-RP 27,
 PG0451'174 YARDS (PACED) NORTH OF THE NORTH SIDE OF A LARGE ABANDONED STONE
 PG0451'AND CONCRETE BUILDING ON THE EAST SIDE OF TRACK, 86.5 FEET WEST OF THE
 PG0451'WEST RAIL OF WEST TRACK, ON THE EAST SLOPE OF A HILL, 46.5 FEET WEST
 PG0451'OF THE WEST RAILWAY RIGHT OF WAY FENCE, 22 FEET SOUTHWEST OF A LARGE
 PG0451'POLE BEARING A FLOOD LIGHT AND 2 WHEELS (WHICH ARE USED IN SKI SLOPE
 PG0451'LIFT) THIS IS SECOND POLE SOUTHWEST FROM RIGHT OF WAY FENCE, SET IN
 PG0451'TOP OF A 5 X 7 FT. EXPOSED PORTION OF A SLOPING ROCK OUTCROP ABOUT
 PG0451'FLUSH WITH THE GROUND 1 FOOT BELOW THE LEVEL OF THE RAILS. NOTE-- DISK
 PG0451'IS SLOPING TO THE EAST.  ROD WAS HELD ON TOP OF HIGH POINT OF CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0445 ***********************************************************************
 NC0445  DESIGNATION -  D 20
 NC0445  PID         -  NC0445
 NC0445  STATE/COUNTY-  NY/ERIE
 NC0445  USGS QUAD   -  BUFFALO NW (1965)
 NC0445
 NC0445                         *CURRENT SURVEY CONTROL
 NC0445  ___________________________________________________________________
 NC0445* NAD 83(1986)-  42 57 55.     (N)    078 53 29.     (W)     SCALED    
 NC0445* NAVD 88     -       183.778  (meters)     602.95   (feet)  POSTED    
 NC0445  ___________________________________________________________________
 NC0445  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 NC0445  DYNAMIC HT  -         183.730 (meters)     602.79  (feet)  COMP
 NC0445  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 NC0445
 NC0445  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NC0445
 NC0445.The horizontal coordinates were scaled from a topographic map and have
 NC0445.an estimated accuracy of +/- 6 seconds.
 NC0445
 NC0445.The orthometric height was determined by differential leveling
 NC0445.and adjusted by the National Geodetic Survey in 1992..
 NC0445.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NC0445.rate of 4.1 thru 8.0 mm/km.
 NC0445
 NC0445.The geoid height was determined by GEOID03.
 NC0445
 NC0445.The dynamic height is computed by dividing the NAVD 88
 NC0445.geopotential number by the normal gravity value computed on the
 NC0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0445.degrees latitude (g = 980.6199 gals.).
 NC0445
 NC0445.The modeled gravity was interpolated from observed gravity values.
 NC0445
 NC0445;                    North         East    Units  Estimated Accuracy
 NC0445;SPC NY W     -   329,360.      324,870.      MT  (+/- 180 meters Scaled)
 NC0445
 NC0445                          SUPERSEDED SURVEY CONTROL
 NC0445
 NC0445  NGVD 29 (??/??/92)  183.941  (m)          603.48   (f) ADJ UNCH    1 2
 NC0445
 NC0445.Superseded values are not recommended for survey control.
 NC0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0445.See file dsdata.txt to determine how the superseded data were derived.
 NC0445
 NC0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH719591(NAD 83)
 NC0445_MARKER: DB = BENCH MARK DISK
 NC0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0445_SP_SET: CONCRETE FOOTING
 NC0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0445
 NC0445  HISTORY     - Date     Condition        Report By
 NC0445  HISTORY     - UNK      MONUMENTED       CGS
 NC0445  HISTORY     - 1942     GOOD             NGS
 NC0445
 NC0445                          STATION DESCRIPTION
 NC0445
 NC0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NC0445'IN BUFFALO.
 NC0445'AT BUFFALO, ERIE COUNTY, ON THE NIAGARA FALLS DIVISION OF THE NEW YORK
 NC0445'CENTRAL RAILROAD, 12 POLES NORTH OF THE CROSSING OF ONTARIO STREET, AT
 NC0445'THE EASTERN STATES MILLING CO. PROPERTY IN 1935 (JUST NORTH OF THE
 NC0445'BEAVER-BOARD FACTORY), 45 FEET EAST OF THE EAST RAIL OF THE EAST
 NC0445'TRACK, AT THE STEEL TOWER SUPPORTING AN ELEVATED WOODEN TANK, IN THE
 NC0445'CONCRETE FOOTING OF THE NORTHWEST LEG, AND ABOUT 3 FEET ABOVE THE
 NC0445'GROUND.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1275 ***********************************************************************
 OE1275  DESIGNATION -  D 200
 OE1275  PID         -  OE1275
 OE1275  STATE/COUNTY-  NY/LEWIS
 OE1275  USGS QUAD   -  NEW BOSTON (1980)
 OE1275
 OE1275                         *CURRENT SURVEY CONTROL
 OE1275  ___________________________________________________________________
 OE1275* NAD 83(1986)-  43 50 41.     (N)    075 41 15.     (W)     SCALED    
 OE1275* NAVD 88     -       421.509  (meters)    1382.90   (feet)  ADJUSTED  
 OE1275  ___________________________________________________________________
 OE1275  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 OE1275  DYNAMIC HT  -         421.411 (meters)    1382.58  (feet)  COMP
 OE1275  MODELED GRAV-     980,374.0   (mgal)                       NAVD 88
 OE1275
 OE1275  VERT ORDER  -  SECOND    CLASS 0
 OE1275
 OE1275.The horizontal coordinates were scaled from a topographic map and have
 OE1275.an estimated accuracy of +/- 6 seconds.
 OE1275
 OE1275.The orthometric height was determined by differential leveling
 OE1275.and adjusted by the National Geodetic Survey in June 1991..
 OE1275
 OE1275.The geoid height was determined by GEOID03.
 OE1275
 OE1275.The dynamic height is computed by dividing the NAVD 88
 OE1275.geopotential number by the normal gravity value computed on the
 OE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1275.degrees latitude (g = 980.6199 gals.).
 OE1275
 OE1275.The modeled gravity was interpolated from observed gravity values.
 OE1275
 OE1275;                    North         East    Units  Estimated Accuracy
 OE1275;SPC NY C     -   427,400.      322,030.      MT  (+/- 180 meters Scaled)
 OE1275
 OE1275                          SUPERSEDED SURVEY CONTROL
 OE1275
 OE1275  NGVD 29 (??/??/92)  421.608  (m)         1383.23   (f) ADJ UNCH    2 0
 OE1275
 OE1275.Superseded values are not recommended for survey control.
 OE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1275.See file dsdata.txt to determine how the superseded data were derived.
 OE1275
 OE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP447548(NAD 83)
 OE1275_MARKER: DB = BENCH MARK DISK
 OE1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1275_STAMPING: D 200 1942
 OE1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1275+STABILITY: SURFACE MOTION
 OE1275
 OE1275  HISTORY     - Date     Condition        Report By
 OE1275  HISTORY     - 1942     MONUMENTED       CGS
 OE1275
 OE1275                          STATION DESCRIPTION
 OE1275
 OE1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1275'3.7 MI SE FROM COPENHAGEN.
 OE1275'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 OE1275'COPENHAGEN, LEWIS COUNTY, THENCE 3.4 MILES SOUTH ALONG AN IMPROVED
 OE1275'COUNTY ROAD, 0.2 MILE WEST OF A BRIDGE OVER COBB CREEK, 0.1 MILE WEST
 OE1275'OF A 2-STORY WHITE FRAME HOUSE, 28 FEET SOUTHWEST OF THE FIRST OF A
 OE1275'ROW OF GUARD POSTS ON THE SOUTH SIDE OF THE ROAD, 27 FEET SOUTH OF THE
 OE1275'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 3 FEET EAST OF A
 OE1275'WHITE WOODEN WITNESS POST, AND 1.5 FEET LOWER THAN THE ROAD.  A
 OE1275'STANDARD DISK, STAMPED D 200 1942 AND SET IN THE TOP OF A CONCRETE
 OE1275'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0577 ***********************************************************************
 OE0577  DESIGNATION -  D 201
 OE0577  PID         -  OE0577
 OE0577  STATE/COUNTY-  NY/LEWIS
 OE0577  USGS QUAD   -  GLENFIELD (1966)
 OE0577
 OE0577                         *CURRENT SURVEY CONTROL
 OE0577  ___________________________________________________________________
 OE0577* NAD 83(1986)-  43 40 27.     (N)    075 26 24.     (W)     SCALED    
 OE0577* NAVD 88     -       399.760  (meters)    1311.55   (feet)  ADJUSTED  
 OE0577  ___________________________________________________________________
 OE0577  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 OE0577  DYNAMIC HT  -         399.662 (meters)    1311.22  (feet)  COMP
 OE0577  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 OE0577
 OE0577  VERT ORDER  -  SECOND    CLASS 0
 OE0577
 OE0577.The horizontal coordinates were scaled from a topographic map and have
 OE0577.an estimated accuracy of +/- 6 seconds.
 OE0577
 OE0577.The orthometric height was determined by differential leveling
 OE0577.and adjusted by the National Geodetic Survey in June 1991..
 OE0577
 OE0577.The geoid height was determined by GEOID03.
 OE0577
 OE0577.The dynamic height is computed by dividing the NAVD 88
 OE0577.geopotential number by the normal gravity value computed on the
 OE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0577.degrees latitude (g = 980.6199 gals.).
 OE0577
 OE0577.The modeled gravity was interpolated from observed gravity values.
 OE0577
 OE0577;                    North         East    Units  Estimated Accuracy
 OE0577;SPC NY C     -   408,700.      342,200.      MT  (+/- 180 meters Scaled)
 OE0577
 OE0577                          SUPERSEDED SURVEY CONTROL
 OE0577
 OE0577  NGVD 29 (??/??/92)  399.858  (m)         1311.87   (f) ADJ UNCH    2 0
 OE0577
 OE0577.Superseded values are not recommended for survey control.
 OE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0577.See file dsdata.txt to determine how the superseded data were derived.
 OE0577
 OE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP645357(NAD 83)
 OE0577_MARKER: DB = BENCH MARK DISK
 OE0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0577_SP_SET: CULVERT
 OE0577_STAMPING: D 201 1942
 OE0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0577
 OE0577  HISTORY     - Date     Condition        Report By
 OE0577  HISTORY     - 1942     MONUMENTED       CGS
 OE0577
 OE0577                          STATION DESCRIPTION
 OE0577
 OE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0577'7.5 MI S FROM LOWVILLE.
 OE0577'7.5 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 OE0577'LOWVILLE, LEWIS COUNTY, 0.3 MILE SOUTH OF A SCHOOLHOUSE, 110 FEET
 OE0577'SOUTH OF A SMALL FRAME HOUSE, 75 FEET SOUTHWEST OF POWER-TRANSMISSION
 OE0577'LINE POLE NNYU-264, IN THE CENTER OF THE HEAD WALL OF A CONCRETE
 OE0577'CULVERT, 20.1 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 OE0577'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 201 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1080 ***********************************************************************
 OE1080  DESIGNATION -  D 202
 OE1080  PID         -  OE1080
 OE1080  STATE/COUNTY-  NY/ONEIDA
 OE1080  USGS QUAD   -  POINT ROCK (1955)
 OE1080
 OE1080                         *CURRENT SURVEY CONTROL
 OE1080  ___________________________________________________________________
 OE1080* NAD 83(1986)-  43 22 50.     (N)    075 36 13.     (W)     SCALED    
 OE1080* NAVD 88     -       316.318  (meters)    1037.79   (feet)  ADJUSTED  
 OE1080  ___________________________________________________________________
 OE1080  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 OE1080  DYNAMIC HT  -         316.239 (meters)    1037.53  (feet)  COMP
 OE1080  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 OE1080
 OE1080  VERT ORDER  -  SECOND    CLASS 0
 OE1080
 OE1080.The horizontal coordinates were scaled from a topographic map and have
 OE1080.an estimated accuracy of +/- 6 seconds.
 OE1080
 OE1080.The orthometric height was determined by differential leveling
 OE1080.and adjusted by the National Geodetic Survey in June 1991..
 OE1080
 OE1080.The geoid height was determined by GEOID03.
 OE1080
 OE1080.The dynamic height is computed by dividing the NAVD 88
 OE1080.geopotential number by the normal gravity value computed on the
 OE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1080.degrees latitude (g = 980.6199 gals.).
 OE1080
 OE1080.The modeled gravity was interpolated from observed gravity values.
 OE1080
 OE1080;                    North         East    Units  Estimated Accuracy
 OE1080;SPC NY C     -   375,910.      329,390.      MT  (+/- 180 meters Scaled)
 OE1080
 OE1080                          SUPERSEDED SURVEY CONTROL
 OE1080
 OE1080  NGVD 29 (??/??/92)  316.472  (m)         1038.29   (f) ADJ UNCH    2 0
 OE1080
 OE1080.Superseded values are not recommended for survey control.
 OE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1080.See file dsdata.txt to determine how the superseded data were derived.
 OE1080
 OE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP511032(NAD 83)
 OE1080_MARKER: DB = BENCH MARK DISK
 OE1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1080_SP_SET: CULVERT
 OE1080_STAMPING: D 202 1942
 OE1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1080
 OE1080  HISTORY     - Date     Condition        Report By
 OE1080  HISTORY     - 1942     MONUMENTED       CGS
 OE1080
 OE1080                          STATION DESCRIPTION
 OE1080
 OE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1080'4.9 MI NW FROM POINT ROCK.
 OE1080'0.9 MILE NORTHWEST ALONG THE OSCEOLA ROAD FROM THE WILLSON STORE AT
 OE1080'POINT ROCK, ONEIDA COUNTY, THENCE 4.0 MILES WEST ALONG THE TABERG
 OE1080'ROAD.  100 FEET EAST OF POWER-TRANSMISSION LINE POLE J5-40, AT A CON-
 OE1080'CRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEAD WALL, 17.5
 OE1080'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 0.8 FOOT LOWER THAN THE
 OE1080'ROAD.  A STANDARD DISK, STAMPED D 202 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0591 ***********************************************************************
 OE0591  DESIGNATION -  D 203
 OE0591  PID         -  OE0591
 OE0591  STATE/COUNTY-  NY/LEWIS
 OE0591  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE0591
 OE0591                         *CURRENT SURVEY CONTROL
 OE0591  ___________________________________________________________________
 OE0591* NAD 83(1986)-  43 34 37.     (N)    075 29 48.     (W)     SCALED    
 OE0591* NAVD 88     -       539.908  (meters)    1771.35   (feet)  ADJUSTED  
 OE0591  ___________________________________________________________________
 OE0591  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 OE0591  DYNAMIC HT  -         539.760 (meters)    1770.86  (feet)  COMP
 OE0591  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 OE0591
 OE0591  VERT ORDER  -  SECOND    CLASS 0
 OE0591
 OE0591.The horizontal coordinates were scaled from a topographic map and have
 OE0591.an estimated accuracy of +/- 6 seconds.
 OE0591
 OE0591.The orthometric height was determined by differential leveling
 OE0591.and adjusted by the National Geodetic Survey in June 1991..
 OE0591
 OE0591.The geoid height was determined by GEOID03.
 OE0591
 OE0591.The dynamic height is computed by dividing the NAVD 88
 OE0591.geopotential number by the normal gravity value computed on the
 OE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0591.degrees latitude (g = 980.6199 gals.).
 OE0591
 OE0591.The modeled gravity was interpolated from observed gravity values.
 OE0591
 OE0591;                    North         East    Units  Estimated Accuracy
 OE0591;SPC NY C     -   397,840.      337,770.      MT  (+/- 180 meters Scaled)
 OE0591
 OE0591                          SUPERSEDED SURVEY CONTROL
 OE0591
 OE0591  NGVD 29 (??/??/92)  540.002  (m)         1771.66   (f) ADJ UNCH    2 0
 OE0591
 OE0591.Superseded values are not recommended for survey control.
 OE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0591.See file dsdata.txt to determine how the superseded data were derived.
 OE0591
 OE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP598250(NAD 83)
 OE0591_MARKER: DB = BENCH MARK DISK
 OE0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0591_STAMPING: D 203 1942
 OE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0591+STABILITY: SURFACE MOTION
 OE0591
 OE0591  HISTORY     - Date     Condition        Report By
 OE0591  HISTORY     - 1942     MONUMENTED       CGS
 OE0591
 OE0591                          STATION DESCRIPTION
 OE0591
 OE0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0591'3.9 MI NW FROM CONSTABLEVILLE.
 OE0591'3.9 MILES NORTHWEST ALONG THE HIGHMARKET ROAD FROM THE JUNCTION OF
 OE0591'STATE HIGHWAY 26, 0.2 MILE SOUTH OF THE CATHOLIC CHURCH AT
 OE0591'CONSTABLEVILLE, LEWIS COUNTY, 400 FEET EAST OF A LARGE 2-STORY FRAME
 OE0591'HOUSE WITH GLASSED-IN PORCH, 165 FEET SOUTHEAST OF THE SOUTHEAST
 OE0591'CORNER OF A LARGE BARN, 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 OE0591'FOOT NORTH OF THE ROAD FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 OE0591'POST, AND 0.4 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D
 OE0591'203 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OE0591'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1368 ***********************************************************************
 OE1368  DESIGNATION -  D 204
 OE1368  PID         -  OE1368
 OE1368  STATE/COUNTY-  NY/JEFFERSON
 OE1368  USGS QUAD   -  RODMAN (1980)
 OE1368
 OE1368                         *CURRENT SURVEY CONTROL
 OE1368  ___________________________________________________________________
 OE1368* NAD 83(1986)-  43 45 17.     (N)    075 57 12.     (W)     SCALED    
 OE1368* NAVD 88     -       310.851  (meters)    1019.85   (feet)  ADJUSTED  
 OE1368  ___________________________________________________________________
 OE1368  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 OE1368  DYNAMIC HT  -         310.782 (meters)    1019.62  (feet)  COMP
 OE1368  MODELED GRAV-     980,389.7   (mgal)                       NAVD 88
 OE1368
 OE1368  VERT ORDER  -  SECOND    CLASS 0
 OE1368
 OE1368.The horizontal coordinates were scaled from a topographic map and have
 OE1368.an estimated accuracy of +/- 6 seconds.
 OE1368
 OE1368.The orthometric height was determined by differential leveling
 OE1368.and adjusted by the National Geodetic Survey in June 1991..
 OE1368
 OE1368.The geoid height was determined by GEOID03.
 OE1368
 OE1368.The dynamic height is computed by dividing the NAVD 88
 OE1368.geopotential number by the normal gravity value computed on the
 OE1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1368.degrees latitude (g = 980.6199 gals.).
 OE1368
 OE1368.The modeled gravity was interpolated from observed gravity values.
 OE1368
 OE1368;                    North         East    Units  Estimated Accuracy
 OE1368;SPC NY C     -   417,210.      300,730.      MT  (+/- 180 meters Scaled)
 OE1368
 OE1368                          SUPERSEDED SURVEY CONTROL
 OE1368
 OE1368  NGVD 29 (??/??/92)  310.972  (m)         1020.25   (f) ADJ UNCH    2 0
 OE1368
 OE1368.Superseded values are not recommended for survey control.
 OE1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1368.See file dsdata.txt to determine how the superseded data were derived.
 OE1368
 OE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP232450(NAD 83)
 OE1368_MARKER: DB = BENCH MARK DISK
 OE1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1368_STAMPING: D 204 1942
 OE1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1368+STABILITY: SURFACE MOTION
 OE1368
 OE1368  HISTORY     - Date     Condition        Report By
 OE1368  HISTORY     - 1942     MONUMENTED       CGS
 OE1368  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 OE1368
 OE1368                          STATION DESCRIPTION
 OE1368
 OE1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1368'0.8 MI S FROM LORRAINE.
 OE1368'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT LORRAINE,
 OE1368'JEFFERSON COUNTY, IN THE SOUTHEAST CORNER OF A FARMYARD, 60 FEET EAST
 OE1368'OF A FRAME HOUSE, 12 FEET SOUTH OF A LARGE MAPLE TREE, 29 FEET WEST OF
 OE1368'THE CENTERLINE OF THE ROAD, 85 FEET SOUTHWEST OF POWER-TRANSMISSION
 OE1368'LINE POLE AEL-21, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 OE1368'ABOUT 1.2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 204
 OE1368'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OE1368'GROUND.
 OE1368
 OE1368                          STATION RECOVERY (1997)
 OE1368
 OE1368'RECOVERY NOTE BY US POWER SQUADRON 1997
 OE1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1257 ***********************************************************************
 OE1257  DESIGNATION -  D 205
 OE1257  PID         -  OE1257
 OE1257  STATE/COUNTY-  NY/JEFFERSON
 OE1257  USGS QUAD   -  RUTLAND CENTER (1959)
 OE1257
 OE1257                         *CURRENT SURVEY CONTROL
 OE1257  ___________________________________________________________________
 OE1257* NAD 83(1986)-  43 55 23.     (N)    075 46 40.     (W)     SCALED    
 OE1257* NAVD 88     -       333.443  (meters)    1093.97   (feet)  ADJUSTED  
 OE1257  ___________________________________________________________________
 OE1257  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE1257  DYNAMIC HT  -         333.373 (meters)    1093.74  (feet)  COMP
 OE1257  MODELED GRAV-     980,398.9   (mgal)                       NAVD 88
 OE1257
 OE1257  VERT ORDER  -  SECOND    CLASS 0
 OE1257
 OE1257.The horizontal coordinates were scaled from a topographic map and have
 OE1257.an estimated accuracy of +/- 6 seconds.
 OE1257
 OE1257.The orthometric height was determined by differential leveling
 OE1257.and adjusted by the National Geodetic Survey in June 1991..
 OE1257
 OE1257.The geoid height was determined by GEOID03.
 OE1257
 OE1257.The dynamic height is computed by dividing the NAVD 88
 OE1257.geopotential number by the normal gravity value computed on the
 OE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1257.degrees latitude (g = 980.6199 gals.).
 OE1257
 OE1257.The modeled gravity was interpolated from observed gravity values.
 OE1257
 OE1257;                    North         East    Units  Estimated Accuracy
 OE1257;SPC NY C     -   436,030.      314,690.      MT  (+/- 180 meters Scaled)
 OE1257
 OE1257                          SUPERSEDED SURVEY CONTROL
 OE1257
 OE1257  NGVD 29 (??/??/92)  333.558  (m)         1094.35   (f) ADJ UNCH    2 0
 OE1257
 OE1257.Superseded values are not recommended for survey control.
 OE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1257.See file dsdata.txt to determine how the superseded data were derived.
 OE1257
 OE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP375636(NAD 83)
 OE1257_MARKER: DB = BENCH MARK DISK
 OE1257_SETTING: 80 = SET IN A BOULDER
 OE1257_SP_SET: BOULDER
 OE1257_STAMPING: D 205 1942
 OE1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1257+STABILITY: SURFACE MOTION
 OE1257
 OE1257  HISTORY     - Date     Condition        Report By
 OE1257  HISTORY     - 1942     MONUMENTED       CGS
 OE1257
 OE1257                          STATION DESCRIPTION
 OE1257
 OE1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1257'5.9 MI W FROM COPENHAGEN.
 OE1257'IN JEFFERSON COUNTY, 5.9 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 OE1257'NATIONAL BANK BUILDING AT COPENHAGEN, LEWIS COUNTY, 250 FEET NORTHWEST
 OE1257'OF A FRAME FARMHOUSE, 140 FEET SOUTHWEST OF POWER-TRANSMISSION LINE
 OE1257'POLE NNYU-35, 60 FEET NORTHWEST OF A SMALL CREEK, 126 FEET SOUTHWEST
 OE1257'OF THE CENTERLINE OF THE ROAD, 8 FEET HIGHER THAN THE ROAD, AND IN THE
 OE1257'TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED D 205 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0171 ***********************************************************************
 OF0171  DESIGNATION -  D 206
 OF0171  PID         -  OF0171
 OF0171  STATE/COUNTY-  NY/JEFFERSON
 OF0171  USGS QUAD   -  ADAMS (1982)
 OF0171
 OF0171                         *CURRENT SURVEY CONTROL
 OF0171  ___________________________________________________________________
 OF0171* NAD 83(1986)-  43 46 50.     (N)    076 01 00.     (W)     SCALED    
 OF0171* NAVD 88     -       200.896  (meters)     659.11   (feet)  ADJUSTED  
 OF0171  ___________________________________________________________________
 OF0171  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OF0171  DYNAMIC HT  -         200.855 (meters)     658.97  (feet)  COMP
 OF0171  MODELED GRAV-     980,411.6   (mgal)                       NAVD 88
 OF0171
 OF0171  VERT ORDER  -  SECOND    CLASS 0
 OF0171
 OF0171.The horizontal coordinates were scaled from a topographic map and have
 OF0171.an estimated accuracy of +/- 6 seconds.
 OF0171
 OF0171.The orthometric height was determined by differential leveling
 OF0171.and adjusted by the National Geodetic Survey in June 1991..
 OF0171
 OF0171.The geoid height was determined by GEOID03.
 OF0171
 OF0171.The dynamic height is computed by dividing the NAVD 88
 OF0171.geopotential number by the normal gravity value computed on the
 OF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0171.degrees latitude (g = 980.6199 gals.).
 OF0171
 OF0171.The modeled gravity was interpolated from observed gravity values.
 OF0171
 OF0171;                    North         East    Units  Estimated Accuracy
 OF0171;SPC NY C     -   420,040.      295,620.      MT  (+/- 180 meters Scaled)
 OF0171
 OF0171                          SUPERSEDED SURVEY CONTROL
 OF0171
 OF0171  NGVD 29 (??/??/92)  201.032  (m)          659.55   (f) ADJ UNCH    2 0
 OF0171
 OF0171.Superseded values are not recommended for survey control.
 OF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0171.See file dsdata.txt to determine how the superseded data were derived.
 OF0171
 OF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP181480(NAD 83)
 OF0171_MARKER: DB = BENCH MARK DISK
 OF0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0171_SP_SET: CULVERT
 OF0171_STAMPING: D 206 1942
 OF0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0171
 OF0171  HISTORY     - Date     Condition        Report By
 OF0171  HISTORY     - 1942     MONUMENTED       CGS
 OF0171  HISTORY     - 19960608 GOOD             USPSQD
 OF0171
 OF0171                          STATION DESCRIPTION
 OF0171
 OF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0171'3.5 MI W FROM LORRAINE.
 OF0171'TO REACH FROM THE POST OFFICE IN LORRAINE--PROCEED WESTERLY 3.5
 OF0171'MILES ON STATE HIGHWAY NO. 178 TO AN IMPROVED COUNTY CROSS ROAD
 OF0171'INTERSECTION AND TO SITE OF BENCH MARK.
 OF0171'BENCH MARK IS AT THE SETTLEMENT OF ALLENDALE, 22.0 FEET EAST OF
 OF0171'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND 12.0
 OF0171'FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF COUNTY ROAD.
 OF0171
 OF0171                          STATION RECOVERY (1996)
 OF0171
 OF0171'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0703 ***********************************************************************
 NB0703  DESIGNATION -  D 207
 NB0703  PID         -  NB0703
 NB0703  STATE/COUNTY-  NY/SENECA
 NB0703  USGS QUAD   -  UNION SPRINGS (1955)
 NB0703
 NB0703                         *CURRENT SURVEY CONTROL
 NB0703  ___________________________________________________________________
 NB0703* NAD 83(1986)-  42 51 57.     (N)    076 44 51.     (W)     SCALED    
 NB0703* NAVD 88     -       119.588  (meters)     392.35   (feet)  ADJUSTED  
 NB0703  ___________________________________________________________________
 NB0703  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NB0703  DYNAMIC HT  -         119.557 (meters)     392.25  (feet)  COMP
 NB0703  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NB0703
 NB0703  VERT ORDER  -  SECOND    CLASS 0
 NB0703
 NB0703.The horizontal coordinates were scaled from a topographic map and have
 NB0703.an estimated accuracy of +/- 6 seconds.
 NB0703
 NB0703.The orthometric height was determined by differential leveling
 NB0703.and adjusted by the National Geodetic Survey in June 1991..
 NB0703
 NB0703.The geoid height was determined by GEOID03.
 NB0703
 NB0703.The dynamic height is computed by dividing the NAVD 88
 NB0703.geopotential number by the normal gravity value computed on the
 NB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0703.degrees latitude (g = 980.6199 gals.).
 NB0703
 NB0703.The modeled gravity was interpolated from observed gravity values.
 NB0703
 NB0703;                    North         East    Units  Estimated Accuracy
 NB0703;SPC NY C     -   318,280.      236,590.      MT  (+/- 180 meters Scaled)
 NB0703
 NB0703                          SUPERSEDED SURVEY CONTROL
 NB0703
 NB0703  NGVD 29 (??/??/92)  119.769  (m)          392.94   (f) ADJ UNCH    2 0
 NB0703
 NB0703.Superseded values are not recommended for survey control.
 NB0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0703.See file dsdata.txt to determine how the superseded data were derived.
 NB0703
 NB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN572473(NAD 83)
 NB0703_MARKER: DB = BENCH MARK DISK
 NB0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0703_SP_SET: CULVERT
 NB0703_STAMPING: D 207 1942
 NB0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0703
 NB0703  HISTORY     - Date     Condition        Report By
 NB0703  HISTORY     - 1942     MONUMENTED       CGS
 NB0703  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0703
 NB0703                          STATION DESCRIPTION
 NB0703
 NB0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0703'1.0 MI N FROM CANOGA.
 NB0703'1.0 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE PRESBYTERIAN CHURCH
 NB0703'AT CANOGA, SENECA COUNTY, 500 FEET SOUTH OF A 2-STORY WHITE
 NB0703'FARMHOUSE WEST OF THE HIGHWAY, AT THE CENTER OF A CURVE, AT AN 8-
 NB0703'BY 12-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE
 NB0703'WEST HEAD WALL, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 NB0703'2 FEET LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED D 207 1942.
 NB0703
 NB0703                          STATION RECOVERY (1985)
 NB0703
 NB0703'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0831 ***********************************************************************
 PH0831  DESIGNATION -  D 208
 PH0831  PID         -  PH0831
 PH0831  STATE/COUNTY-  NY/ST LAWRENCE
 PH0831  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0831
 PH0831                         *CURRENT SURVEY CONTROL
 PH0831  ___________________________________________________________________
 PH0831* NAD 83(1986)-  44 35 46.     (N)    075 19 36.     (W)     SCALED    
 PH0831* NAVD 88     -        93.662  (meters)     307.29   (feet)  ADJUSTED  
 PH0831  ___________________________________________________________________
 PH0831  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 PH0831  DYNAMIC HT  -          93.655 (meters)     307.27  (feet)  COMP
 PH0831  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 PH0831
 PH0831  VERT ORDER  -  FIRST     CLASS II
 PH0831
 PH0831.The horizontal coordinates were scaled from a topographic map and have
 PH0831.an estimated accuracy of +/- 6 seconds.
 PH0831
 PH0831.The orthometric height was determined by differential leveling
 PH0831.and adjusted by the National Geodetic Survey in June 1991..
 PH0831
 PH0831.The geoid height was determined by GEOID03.
 PH0831
 PH0831.The dynamic height is computed by dividing the NAVD 88
 PH0831.geopotential number by the normal gravity value computed on the
 PH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0831.degrees latitude (g = 980.6199 gals.).
 PH0831
 PH0831.The modeled gravity was interpolated from observed gravity values.
 PH0831
 PH0831;                    North         East    Units  Estimated Accuracy
 PH0831;SPC NY E     -   640,330.       84,370.      MT  (+/- 180 meters Scaled)
 PH0831
 PH0831                          SUPERSEDED SURVEY CONTROL
 PH0831
 PH0831  NGVD 29 (??/??/92)   93.803  (m)          307.75   (f) ADJ UNCH    1 2
 PH0831
 PH0831.Superseded values are not recommended for survey control.
 PH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0831.See file dsdata.txt to determine how the superseded data were derived.
 PH0831
 PH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ740381(NAD 83)
 PH0831_MARKER: DB = BENCH MARK DISK
 PH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0831_STAMPING: D 208 1942
 PH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0831+STABILITY: SURFACE MOTION
 PH0831
 PH0831  HISTORY     - Date     Condition        Report By
 PH0831  HISTORY     - 1942     MONUMENTED       CGS
 PH0831  HISTORY     - 1963     GOOD             NGS
 PH0831
 PH0831                          STATION DESCRIPTION
 PH0831
 PH0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0831'0.3 MI N FROM RENSSELAER FALLS.
 PH0831'TO REACH FROM THE RAILROAD STATION AT RENSSELAER FALLS, PROCEED 0.3
 PH0831'MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD, TO A DIRT ROAD
 PH0831'CROSSING, AND SITE OF BENCH MARK.  BENCH MARK IS 60.0 FEET NORTH OF
 PH0831'THE CENTERLINE OF DIRT ROAD CROSSING.  IT IS 31.0 FEET EAST OF AND
 PH0831'ABOUT LEVEL WITH THE CENTERLINE OF TRACK, 20.0 FEET EAST OF MILE POST
 PH0831'NO. 7, AND 6.0 FEET NORTH OF A TELEPHONE POLE.  MONUMENT IS 3.0 FEET
 PH0831'SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
 PH0831
 PH0831                          STATION RECOVERY (1963)
 PH0831
 PH0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0932 ***********************************************************************
 PH0932  DESIGNATION -  D 209
 PH0932  PID         -  PH0932
 PH0932  STATE/COUNTY-  NY/ST LAWRENCE
 PH0932  USGS QUAD   -  MORLEY (1964)
 PH0932
 PH0932                         *CURRENT SURVEY CONTROL
 PH0932  ___________________________________________________________________
 PH0932* NAD 83(1986)-  44 39 56.     (N)    075 11 55.     (W)     SCALED    
 PH0932* NAVD 88     -       103.655  (meters)     340.07   (feet)  ADJUSTED  
 PH0932  ___________________________________________________________________
 PH0932  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 PH0932  DYNAMIC HT  -         103.648 (meters)     340.05  (feet)  COMP
 PH0932  MODELED GRAV-     980,556.7   (mgal)                       NAVD 88
 PH0932
 PH0932  VERT ORDER  -  SECOND    CLASS 0
 PH0932
 PH0932.The horizontal coordinates were scaled from a topographic map and have
 PH0932.an estimated accuracy of +/- 6 seconds.
 PH0932
 PH0932.The orthometric height was determined by differential leveling
 PH0932.and adjusted by the National Geodetic Survey in June 1991..
 PH0932
 PH0932.The geoid height was determined by GEOID03.
 PH0932
 PH0932.The dynamic height is computed by dividing the NAVD 88
 PH0932.geopotential number by the normal gravity value computed on the
 PH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0932.degrees latitude (g = 980.6199 gals.).
 PH0932
 PH0932.The modeled gravity was interpolated from observed gravity values.
 PH0932
 PH0932;                    North         East    Units  Estimated Accuracy
 PH0932;SPC NY E     -   647,950.       94,600.      MT  (+/- 180 meters Scaled)
 PH0932
 PH0932                          SUPERSEDED SURVEY CONTROL
 PH0932
 PH0932  NGVD 29 (??/??/92)  103.790  (m)          340.52   (f) ADJ UNCH    2 0
 PH0932
 PH0932.Superseded values are not recommended for survey control.
 PH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0932.See file dsdata.txt to determine how the superseded data were derived.
 PH0932
 PH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ842458(NAD 83)
 PH0932_MARKER: DB = BENCH MARK DISK
 PH0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0932_SP_SET: PLATFORM
 PH0932_STAMPING: D 209 1942
 PH0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0932
 PH0932  HISTORY     - Date     Condition        Report By
 PH0932  HISTORY     - 1942     MONUMENTED       CGS
 PH0932  HISTORY     - 19950704 GOOD             USPSQD
 PH0932
 PH0932                          STATION DESCRIPTION
 PH0932
 PH0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0932'IN MORLEY.
 PH0932'BENCH MARK IS SET HORIZONTALLY IN THE NORTHWEST CORNER OF PLATFORM,
 PH0932'AND JUST NORTHEAST OF TOP CONCRETE STEP, ABOUT 3.0 FEET SOUTHEAST OF
 PH0932'THE ENTRANCE DOOR OF POST OFFICE.
 PH0932
 PH0932                          STATION RECOVERY (1995)
 PH0932
 PH0932'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0003 ***********************************************************************
 OG0003  DESIGNATION -  D 21
 OG0003  PID         -  OG0003
 OG0003  STATE/COUNTY-  NY/ORLEANS
 OG0003  USGS QUAD   -  
 OG0003
 OG0003                         *CURRENT SURVEY CONTROL
 OG0003  ___________________________________________________________________
 OG0003* NAD 83(1986)-  43 19 32.     (N)    078 24 00.     (W)     SCALED    
 OG0003* NAVD 88     -       101.796  (meters)     333.98   (feet)  ADJUSTED  
 OG0003  ___________________________________________________________________
 OG0003  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OG0003  DYNAMIC HT  -         101.774 (meters)     333.90  (feet)  COMP
 OG0003  MODELED GRAV-     980,405.8   (mgal)                       NAVD 88
 OG0003
 OG0003  VERT ORDER  -  FIRST     CLASS II
 OG0003
 OG0003.The horizontal coordinates were scaled from a topographic map and have
 OG0003.an estimated accuracy of +/- 6 seconds.
 OG0003
 OG0003.The orthometric height was determined by differential leveling
 OG0003.and adjusted by the National Geodetic Survey in June 1991..
 OG0003
 OG0003.The geoid height was determined by GEOID03.
 OG0003
 OG0003.The dynamic height is computed by dividing the NAVD 88
 OG0003.geopotential number by the normal gravity value computed on the
 OG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0003.degrees latitude (g = 980.6199 gals.).
 OG0003
 OG0003.The modeled gravity was interpolated from observed gravity values.
 OG0003
 OG0003;                    North         East    Units  Estimated Accuracy
 OG0003;SPC NY W     -   369,350.      364,870.      MT  (+/- 180 meters Scaled)
 OG0003
 OG0003                          SUPERSEDED SURVEY CONTROL
 OG0003
 OG0003  NGVD 29 (??/??/92)  101.966  (m)          334.53   (f) ADJ UNCH    1 2
 OG0003
 OG0003.Superseded values are not recommended for survey control.
 OG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0003.See file dsdata.txt to determine how the superseded data were derived.
 OG0003
 OG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ108002(NAD 83)
 OG0003_MARKER: DB = BENCH MARK DISK
 OG0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0003_SP_SET: CULVERT
 OG0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0003
 OG0003  HISTORY     - Date     Condition        Report By
 OG0003  HISTORY     - UNK      MONUMENTED       CGS
 OG0003  HISTORY     - 1942     GOOD             NGS
 OG0003
 OG0003                          STATION DESCRIPTION
 OG0003
 OG0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OG0003'0.5 MI W FROM LYNDONVILLE.
 OG0003'0.5 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 OG0003'STATION AT LYNDONVILLE, ORLEANS COUNTY, 0.3 MILE EAST OF MILEPOST P
 OG0003'135, 300 FEET SOUTH OF A COUNTY ROAD PARALLELING THE TRACK ON THE
 OG0003'NORTH, 150 FEET SOUTHWEST OF A VINEGAR FACTORY IN 1935, 35 FEET NORTH
 OG0003'OF THE NORTH RAIL OF THE MAIN TRACK, AT A 30-INCH PIPE CULVERT, AND
 OG0003'IN THE EAST END OF THE NORTH HEADWALL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0941 ***********************************************************************
 PH0941  DESIGNATION -  D 210
 PH0941  PID         -  PH0941
 PH0941  STATE/COUNTY-  NY/ST LAWRENCE
 PH0941  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0941
 PH0941                         *CURRENT SURVEY CONTROL
 PH0941  ___________________________________________________________________
 PH0941* NAD 83(1986)-  44 36 16.     (N)    075 17 16.     (W)     SCALED    
 PH0941* NAVD 88     -       105.749  (meters)     346.94   (feet)  ADJUSTED  
 PH0941  ___________________________________________________________________
 PH0941  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 PH0941  DYNAMIC HT  -         105.742 (meters)     346.92  (feet)  COMP
 PH0941  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 PH0941
 PH0941  VERT ORDER  -  SECOND    CLASS 0
 PH0941
 PH0941.The horizontal coordinates were scaled from a topographic map and have
 PH0941.an estimated accuracy of +/- 6 seconds.
 PH0941
 PH0941.The orthometric height was determined by differential leveling
 PH0941.and adjusted by the National Geodetic Survey in June 1991..
 PH0941
 PH0941.The geoid height was determined by GEOID03.
 PH0941
 PH0941.The dynamic height is computed by dividing the NAVD 88
 PH0941.geopotential number by the normal gravity value computed on the
 PH0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0941.degrees latitude (g = 980.6199 gals.).
 PH0941
 PH0941.The modeled gravity was interpolated from observed gravity values.
 PH0941
 PH0941;                    North         East    Units  Estimated Accuracy
 PH0941;SPC NY E     -   641,220.       87,470.      MT  (+/- 180 meters Scaled)
 PH0941
 PH0941                          SUPERSEDED SURVEY CONTROL
 PH0941
 PH0941  NGVD 29 (??/??/92)  105.889  (m)          347.40   (f) ADJ UNCH    2 0
 PH0941
 PH0941.Superseded values are not recommended for survey control.
 PH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0941.See file dsdata.txt to determine how the superseded data were derived.
 PH0941
 PH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ771390(NAD 83)
 PH0941_MARKER: DB = BENCH MARK DISK
 PH0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0941_SP_SET: CULVERT
 PH0941_STAMPING: D 210 1942
 PH0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0941
 PH0941  HISTORY     - Date     Condition        Report By
 PH0941  HISTORY     - 1942     MONUMENTED       CGS
 PH0941  HISTORY     - 1963     GOOD             NGS
 PH0941  HISTORY     - 1989     GOOD             USPSQD
 PH0941  HISTORY     - 19920723 GOOD             USPSQD
 PH0941
 PH0941                          STATION DESCRIPTION
 PH0941
 PH0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0941'1.9 MI NE FROM RENSSELAER FALLS.
 PH0941'TO REACH FROM THE POST OFFICE IN RENSSELAER FALLS, PROCEED 1.9 MILE
 PH0941'NORTHEAST ALONG STATE HIGHWAY NO. 186, TO A CONCRETE CULVERT AND SITE
 PH0941'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTHWEST END OF
 PH0941'THE NORTHWEST HEADWALL OF A 2.0 FOOT CONCRETE PIPE CULVERT UNDER
 PH0941'HIGHWAY.  IT IS 90.0 FEET NORTHEAST OF THE EAST CORNER OF A SMALL RED
 PH0941'BARN, 19.0 FEET NORTHWEST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE
 PH0941'OF HIGHWAY.
 PH0941
 PH0941                          STATION RECOVERY (1963)
 PH0941
 PH0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0941'RECOVERED IN GOOD CONDITION.
 PH0941
 PH0941                          STATION RECOVERY (1989)
 PH0941
 PH0941'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0941'RECOVERED IN GOOD CONDITION.
 PH0941
 PH0941                          STATION RECOVERY (1992)
 PH0941
 PH0941'RECOVERY NOTE BY US POWER SQUADRON 1992 (JWW)
 PH0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2345 ***********************************************************************
 PH2345  DESIGNATION -  D 211 RESET
 PH2345  PID         -  PH2345
 PH2345  STATE/COUNTY-  NY/ST LAWRENCE
 PH2345  USGS QUAD   -  WEST POTSDAM (1964)
 PH2345
 PH2345                         *CURRENT SURVEY CONTROL
 PH2345  ___________________________________________________________________
 PH2345* NAD 83(1986)-  44 43 26.     (N)    075 05 58.     (W)     SCALED    
 PH2345* NAVD 88     -        90.83   (meters)     298.0    (feet)  RESET     
 PH2345  ___________________________________________________________________
 PH2345  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 PH2345
 PH2345  VERT ORDER  -  THIRD
 PH2345
 PH2345.The horizontal coordinates were scaled from a topographic map and have
 PH2345.an estimated accuracy of +/- 6 seconds.
 PH2345
 PH2345.The orthometric height was computed from unverified reset data.
 PH2345.No vertical observational check was made to the station.
 PH2345
 PH2345.The geoid height was determined by GEOID03.
 PH2345
 PH2345;                    North         East    Units  Estimated Accuracy
 PH2345;SPC NY E     -   654,370.      102,510.      MT  (+/- 180 meters Scaled)
 PH2345
 PH2345                          SUPERSEDED SURVEY CONTROL
 PH2345
 PH2345  NGVD 29 (09/01/04)   90.96   (m)          298.4    (f) RESET       3  
 PH2345
 PH2345.Superseded values are not recommended for survey control.
 PH2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2345.See file dsdata.txt to determine how the superseded data were derived.
 PH2345
 PH2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ921522(NAD 83)
 PH2345_MARKER: DV = VERTICAL CONTROL DISK
 PH2345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PH2345_SP_SET: BRIDGE ABUTMENT
 PH2345_STAMPING: D 211 RESET 1991
 PH2345_MARK LOGO: NGS   
 PH2345_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH2345
 PH2345  HISTORY     - Date     Condition        Report By
 PH2345  HISTORY     - 1991     MONUMENTED       NYDT
 PH2345
 PH2345                          STATION DESCRIPTION
 PH2345
 PH2345'DESCRIBED BY NY DEPT OF TRANSP 1991
 PH2345'ABOUT 2.4 MILES (3.9 KM) SOUTHEAST ALONG STATE HIGHWAY 56A FROM THE
 PH2345'METHODIST CHURCH IN MADRID, ABOUT 100 YARDS WEST OF A SMALL FRAME
 PH2345'HOUSE, AT A CONCRETE BRIDGE OVER TROUT BROOK, IN THE TOP OF A
 PH2345'SOUTHERLY END OF THE SOUTHWEST WINGWALL ABUTMENT, 17.50 FEET (5.33 M)
 PH2345'SOUTHWEST OF CENTERLINE OF THE NEW BRIDGE, 4.0 FEET (1.2 M) SOUTHWEST
 PH2345'FROM THE WESTERLY EDGE OF THE CONCRETE FOR THE NEW BRIDGE AND 3.50
 PH2345'FEET (1.07 M) NORTHERLY FROM THE SOUTH END OF SOUTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0708 ***********************************************************************
 PH0708  DESIGNATION -  D 212 RESET 1962
 PH0708  PID         -  PH0708
 PH0708  STATE/COUNTY-  NY/FRANKLIN
 PH0708  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0708
 PH0708                         *CURRENT SURVEY CONTROL
 PH0708  ___________________________________________________________________
 PH0708* NAD 83(1986)-  44 39 59.     (N)    074 33 47.     (W)     SCALED    
 PH0708* NAVD 88     -       404.41   (meters)    1326.8    (feet)  RESET     
 PH0708  ___________________________________________________________________
 PH0708  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 PH0708
 PH0708  VERT ORDER  -  THIRD
 PH0708
 PH0708.The horizontal coordinates were scaled from a topographic map and have
 PH0708.an estimated accuracy of +/- 6 seconds.
 PH0708
 PH0708.The orthometric height was computed from unverified reset data.
 PH0708
 PH0708.The geoid height was determined by GEOID03.
 PH0708
 PH0708;                    North         East    Units  Estimated Accuracy
 PH0708;SPC NY E     -   647,810.      145,000.      MT  (+/- 180 meters Scaled)
 PH0708
 PH0708                          SUPERSEDED SURVEY CONTROL
 PH0708
 PH0708.No superseded survey control is available for this station.
 PH0708
 PH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ346459(NAD 83)
 PH0708_MARKER: DB = BENCH MARK DISK
 PH0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0708_STAMPING: D 212 RESET 1962
 PH0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0708+STABILITY: SURFACE MOTION
 PH0708
 PH0708  HISTORY     - Date     Condition        Report By
 PH0708  HISTORY     - 1962     MONUMENTED       NYDPW
 PH0708
 PH0708                          STATION DESCRIPTION
 PH0708
 PH0708'DESCRIBED BY NY DEPT OF PUB WORKS 1962
 PH0708'1.2 MI SW FROM ST. REGIS FALLS.
 PH0708'ABOUT 0.1 MILE SOUTH ALONG A ROAD FROM THE POST OFFICE AT ST. REGIS
 PH0708'FALLS, FRANKLIN COUNTY.  THENCE 1.1 MILES SOUTHWEST, ALONG STATE
 PH0708'HIGHWAY 72, ABOUT 100 FEET SOUTHWEST OF A 2-STORY FRAME HOUSE, 60 FEET
 PH0708'SOUTH OF A SHED, 20 L.F. NORTHWEST OF THE OUTLET END OF A CULVERT, IN
 PH0708'THE MIDDLE OF A 12 X 12 IN. CONCRETE MONUMENT, 32 FEET WEST OF THE
 PH0708'CENTER OF THE HIGHWAY, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0965 ***********************************************************************
 PH0965  DESIGNATION -  D 215
 PH0965  PID         -  PH0965
 PH0965  STATE/COUNTY-  NY/ST LAWRENCE
 PH0965  USGS QUAD   -  CHASE MILLS (1964)
 PH0965
 PH0965                         *CURRENT SURVEY CONTROL
 PH0965  ___________________________________________________________________
 PH0965* NAD 83(1986)-  44 48 49.     (N)    075 01 23.     (W)     SCALED    
 PH0965* NAVD 88     -        80.061  (meters)     262.67   (feet)  ADJUSTED  
 PH0965  ___________________________________________________________________
 PH0965  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 PH0965  DYNAMIC HT  -          80.058 (meters)     262.66  (feet)  COMP
 PH0965  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 PH0965
 PH0965  VERT ORDER  -  SECOND    CLASS 0
 PH0965
 PH0965.The horizontal coordinates were scaled from a topographic map and have
 PH0965.an estimated accuracy of +/- 6 seconds.
 PH0965
 PH0965.The orthometric height was determined by differential leveling
 PH0965.and adjusted by the National Geodetic Survey in June 1991..
 PH0965
 PH0965.The geoid height was determined by GEOID03.
 PH0965
 PH0965.The dynamic height is computed by dividing the NAVD 88
 PH0965.geopotential number by the normal gravity value computed on the
 PH0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0965.degrees latitude (g = 980.6199 gals.).
 PH0965
 PH0965.The modeled gravity was interpolated from observed gravity values.
 PH0965
 PH0965;                    North         East    Units  Estimated Accuracy
 PH0965;SPC NY E     -   664,300.      108,630.      MT  (+/- 180 meters Scaled)
 PH0965
 PH0965                          SUPERSEDED SURVEY CONTROL
 PH0965
 PH0965  NGVD 29 (??/??/92)   80.191  (m)          263.09   (f) ADJ UNCH    2 0
 PH0965
 PH0965.Superseded values are not recommended for survey control.
 PH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0965.See file dsdata.txt to determine how the superseded data were derived.
 PH0965
 PH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ981622(NAD 83)
 PH0965_MARKER: DB = BENCH MARK DISK
 PH0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0965_STAMPING: D 215 1942
 PH0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0965+STABILITY: SURFACE MOTION
 PH0965
 PH0965  HISTORY     - Date     Condition        Report By
 PH0965  HISTORY     - 1942     MONUMENTED       CGS
 PH0965
 PH0965                          STATION DESCRIPTION
 PH0965
 PH0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0965'3.0 MI SW FROM RAYMONDVILLE.
 PH0965'TO REACH FROM THE UNION CHURCH IN RAYMONDVILLE, PROCEED 0.15 EAST
 PH0965'ACROSS RAQUETTE RIVER TO THE INTERSECTION OF AN ASPHALT ROAD RUNNING
 PH0965'NORTH AND SOUTH THENCE 0.05 MILE NORTH TO THE INTERSECTION OF A DIRT
 PH0965'ROAD LEADING SOUTHWESTERLY THENCE 2.8 MILE SOUTHWESTERLY TO THE HOME
 PH0965'OF FRED QUIGLEY, AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 250.0
 PH0965'FEET NORTHWEST OF AND IN FRONT OF A FRAME FARM HOUSE OWNED BY FRED
 PH0965'QUIGLEY, ON THE SOUTHEAST SIDE OF ROAD.  IT IS 21.6 FEET SOUTHEAST OF
 PH0965'AND ABOUT LEVEL WITH THE CENTERLINE OF ROAD, 20.0 FEET NORTHEAST OF
 PH0965'THE CENTERLINE OF DRIVEWAY LEADING TO FARM HOUSE.  MONUMENT IS 2.0
 PH0965'FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.2
 PH0965'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0023 ***********************************************************************
 PJ0023  DESIGNATION -  D 216
 PJ0023  PID         -  PJ0023
 PJ0023  STATE/COUNTY-  NY/JEFFERSON
 PJ0023  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0023
 PJ0023                         *CURRENT SURVEY CONTROL
 PJ0023  ___________________________________________________________________
 PJ0023* NAD 83(1986)-  44 03 11.     (N)    076 16 33.     (W)     SCALED    
 PJ0023* NAVD 88     -        77.504  (meters)     254.28   (feet)  ADJUSTED  
 PJ0023  ___________________________________________________________________
 PJ0023  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 PJ0023  DYNAMIC HT  -          77.493 (meters)     254.24  (feet)  COMP
 PJ0023  MODELED GRAV-     980,477.1   (mgal)                       NAVD 88
 PJ0023
 PJ0023  VERT ORDER  -  FIRST     CLASS II
 PJ0023
 PJ0023.The horizontal coordinates were scaled from a topographic map and have
 PJ0023.an estimated accuracy of +/- 6 seconds.
 PJ0023
 PJ0023.The orthometric height was determined by differential leveling
 PJ0023.and adjusted by the National Geodetic Survey in June 1991..
 PJ0023
 PJ0023.The geoid height was determined by GEOID03.
 PJ0023
 PJ0023.The dynamic height is computed by dividing the NAVD 88
 PJ0023.geopotential number by the normal gravity value computed on the
 PJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0023.degrees latitude (g = 980.6199 gals.).
 PJ0023
 PJ0023.The modeled gravity was interpolated from observed gravity values.
 PJ0023
 PJ0023;                    North         East    Units  Estimated Accuracy
 PJ0023;SPC NY C     -   450,210.      274,640.      MT  (+/- 180 meters Scaled)
 PJ0023
 PJ0023                          SUPERSEDED SURVEY CONTROL
 PJ0023
 PJ0023  NGVD 29 (??/??/92)   77.653  (m)          254.77   (f) ADJ UNCH    1 2
 PJ0023
 PJ0023.Superseded values are not recommended for survey control.
 PJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0023.See file dsdata.txt to determine how the superseded data were derived.
 PJ0023
 PJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP978785(NAD 83)
 PJ0023_MARKER: DB = BENCH MARK DISK
 PJ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0023+STABILITY: SURFACE MOTION
 PJ0023
 PJ0023  HISTORY     - Date     Condition        Report By
 PJ0023  HISTORY     - UNK      MONUMENTED       USLS
 PJ0023  HISTORY     - 1967     GOOD             NGS
 PJ0023  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 PJ0023
 PJ0023                          STATION DESCRIPTION
 PJ0023
 PJ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0023'6.2 MI S FROM CAPE VINCENT.
 PJ0023'D 216 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 PJ0023'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 6.2 MILES SOUTHERLY
 PJ0023'OF INTERSECTION OF TIBBETTS POINT ROAD AND PLEASANT VALLEY ROAD AT
 PJ0023'SOUTHWEST END OF CAPE VINCENT, ABOUT 2.7 MILES SOUTHWESTERLY OF
 PJ0023'INTERSECTION OF HIGHWAY NO. 12E AND POINT PENINSULA ROAD (COUNTY ROAD
 PJ0023'NO. 57, AT NORTH SIDE OF Y INTERSECTION OF POINT PENINSULA AND
 PJ0023'PLEASANT VALLEY ROADS, 110 FEET EASTERLY OF UTILITY POLE NO. 11/S,
 PJ0023'77.4 FEET NORTHWEST OF UTILITY POLE NO. A100/110, 27.8 FEET WESTERLY
 PJ0023'OF UTILITY POLE NO. 30 4/44, 5.1 FEET NORTH OF AN IRON PIPE SIGN
 PJ0023'POST, 1/2 FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER
 PJ0023'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE POST.
 PJ0023
 PJ0023                          STATION RECOVERY (1999)
 PJ0023
 PJ0023'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0139 ***********************************************************************
 PJ0139  DESIGNATION -  D 218
 PJ0139  PID         -  PJ0139
 PJ0139  STATE/COUNTY-  NY/JEFFERSON
 PJ0139  USGS QUAD   -  CLAYTON (1980)
 PJ0139
 PJ0139                         *CURRENT SURVEY CONTROL
 PJ0139  ___________________________________________________________________
 PJ0139* NAD 83(1986)-  44 11 59.     (N)    076 04 35.     (W)     SCALED    
 PJ0139* NAVD 88     -       121.563  (meters)     398.83   (feet)  ADJUSTED  
 PJ0139  ___________________________________________________________________
 PJ0139  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0139  DYNAMIC HT  -         121.547 (meters)     398.78  (feet)  COMP
 PJ0139  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 PJ0139
 PJ0139  VERT ORDER  -  SECOND    CLASS 0
 PJ0139
 PJ0139.The horizontal coordinates were scaled from a topographic map and have
 PJ0139.an estimated accuracy of +/- 6 seconds.
 PJ0139
 PJ0139.The orthometric height was determined by differential leveling
 PJ0139.and adjusted by the National Geodetic Survey in June 1991..
 PJ0139
 PJ0139.The geoid height was determined by GEOID03.
 PJ0139
 PJ0139.The dynamic height is computed by dividing the NAVD 88
 PJ0139.geopotential number by the normal gravity value computed on the
 PJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0139.degrees latitude (g = 980.6199 gals.).
 PJ0139
 PJ0139.The modeled gravity was interpolated from observed gravity values.
 PJ0139
 PJ0139;                    North         East    Units  Estimated Accuracy
 PJ0139;SPC NY C     -   466,580.      290,520.      MT  (+/- 180 meters Scaled)
 PJ0139
 PJ0139                          SUPERSEDED SURVEY CONTROL
 PJ0139
 PJ0139  NGVD 29 (??/??/92)  121.709  (m)          399.31   (f) ADJ UNCH    2 0
 PJ0139
 PJ0139.Superseded values are not recommended for survey control.
 PJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0139.See file dsdata.txt to determine how the superseded data were derived.
 PJ0139
 PJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP139946(NAD 83)
 PJ0139_MARKER: DB = BENCH MARK DISK
 PJ0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0139_SP_SET: CULVERT
 PJ0139_STAMPING: D 218 1942
 PJ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0139
 PJ0139  HISTORY     - Date     Condition        Report By
 PJ0139  HISTORY     - 1942     MONUMENTED       CGS
 PJ0139  HISTORY     - 19940828 POOR             USPSQD
 PJ0139  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PJ0139
 PJ0139                          STATION DESCRIPTION
 PJ0139
 PJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0139'2.6 MI S FROM CLAYTON.
 PJ0139'TO REACH FROM THE HIGH SCHOOL AT CLAYTON, PROCEED SOUTHERLY ON STATE
 PJ0139'HIGHWAY NO. 12 AND GO 2.6 MILES TO A CONCRETE CULVERT AT A T ROAD
 PJ0139'INTERSECTION AND SITE BENCH MARK.
 PJ0139'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST
 PJ0139'HEADWALL OF THE CONCRETE CULVERT, IT IS ABOUT 35.0 FEET SOUTH OF THE
 PJ0139'INTERSECTION OF THE T ROAD, 21.0 FEET EAST OF AND ABOUT ONE FOOT
 PJ0139'BELOW THE CENTER LINE OF THE HIGHWAY.
 PJ0139
 PJ0139                          STATION RECOVERY (1994)
 PJ0139
 PJ0139'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0139'MARK RECOVERED IN POOR CONDITION.
 PJ0139
 PJ0139                          STATION RECOVERY (2005)
 PJ0139
 PJ0139'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 PJ0139'CULVERT HAS BEEN REPLACED BY UNDERGROUND SERVICE AND NO SIGN OF MARK
 PJ0139'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1357 ***********************************************************************
 PH1357  DESIGNATION -  D 219
 PH1357  PID         -  PH1357
 PH1357  STATE/COUNTY-  NY/JEFFERSON
 PH1357  USGS QUAD   -  THERESA (1958)
 PH1357
 PH1357                         *CURRENT SURVEY CONTROL
 PH1357  ___________________________________________________________________
 PH1357* NAD 83(1986)-  44 12 55.     (N)    075 47 02.     (W)     SCALED    
 PH1357* NAVD 88     -       123.558  (meters)     405.37   (feet)  ADJUSTED  
 PH1357  ___________________________________________________________________
 PH1357  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 PH1357  DYNAMIC HT  -         123.542 (meters)     405.32  (feet)  COMP
 PH1357  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 PH1357
 PH1357  VERT ORDER  -  SECOND    CLASS 0
 PH1357
 PH1357.The horizontal coordinates were scaled from a topographic map and have
 PH1357.an estimated accuracy of +/- 6 seconds.
 PH1357
 PH1357.The orthometric height was determined by differential leveling
 PH1357.and adjusted by the National Geodetic Survey in June 1991..
 PH1357
 PH1357.The geoid height was determined by GEOID03.
 PH1357
 PH1357.The dynamic height is computed by dividing the NAVD 88
 PH1357.geopotential number by the normal gravity value computed on the
 PH1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1357.degrees latitude (g = 980.6199 gals.).
 PH1357
 PH1357.The modeled gravity was interpolated from observed gravity values.
 PH1357
 PH1357;                    North         East    Units  Estimated Accuracy
 PH1357;SPC NY C     -   468,500.      313,880.      MT  (+/- 180 meters Scaled)
 PH1357
 PH1357                          SUPERSEDED SURVEY CONTROL
 PH1357
 PH1357  NGVD 29 (??/??/92)  123.709  (m)          405.87   (f) ADJ UNCH    2 0
 PH1357
 PH1357.Superseded values are not recommended for survey control.
 PH1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1357.See file dsdata.txt to determine how the superseded data were derived.
 PH1357
 PH1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP373960(NAD 83)
 PH1357_MARKER: DB = BENCH MARK DISK
 PH1357_SETTING: 66 = SET IN ROCK OUTCROP
 PH1357_SP_SET: ROCK OUTCROP
 PH1357_STAMPING: D 219 1942
 PH1357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1357+STABILITY: POSITION/ELEVATION WELL
 PH1357
 PH1357  HISTORY     - Date     Condition        Report By
 PH1357  HISTORY     - 1942     MONUMENTED       CGS
 PH1357  HISTORY     - 1965     GOOD             LDA
 PH1357  HISTORY     - 19990703 GOOD             USPSQD
 PH1357
 PH1357                          STATION DESCRIPTION
 PH1357
 PH1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1357'0.7 MI SE FROM THERESA.
 PH1357'TO REACH FROM THE POST OFFICE AT THERESA, PROCEED SOUTHEASTERLY ON
 PH1357'STATE HIGHWAY NO. 26 AND GO 0.7 MILE TO THE INTERSECTION OF STATE
 PH1357'HIGHWAY NO. 411 AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1357'HORIZONTALLY IN THE TOP OF A PROJECTION OF A LARGE GRANITE OUTCROP, IT
 PH1357'IS ABOUT 160.0 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 30.0
 PH1357'FEET NORTHEAST OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF THE
 PH1357'HIGHWAY AND DIRECTLY ACROSS THE HIGHWAY FROM THE HIGHWAY DEPARTMENT
 PH1357'GARAGE.
 PH1357
 PH1357                          STATION RECOVERY (1965)
 PH1357
 PH1357'RECOVERY NOTE BY L DICKERSON ASSOC 1965
 PH1357'RECOVERED IN GOOD CONDITION.
 PH1357
 PH1357                          STATION RECOVERY (1999)
 PH1357
 PH1357'RECOVERY NOTE BY US POWER SQUADRON 1999
 PH1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1257 ***********************************************************************
 PH1257  DESIGNATION -  D 220
 PH1257  PID         -  PH1257
 PH1257  STATE/COUNTY-  NY/JEFFERSON
 PH1257  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1257
 PH1257                         *CURRENT SURVEY CONTROL
 PH1257  ___________________________________________________________________
 PH1257* NAD 83(1986)-  44 17 41.     (N)    075 55 19.     (W)     SCALED    
 PH1257* NAVD 88     -       102.309  (meters)     335.66   (feet)  ADJUSTED  
 PH1257  ___________________________________________________________________
 PH1257  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 PH1257  DYNAMIC HT  -         102.296 (meters)     335.62  (feet)  COMP
 PH1257  MODELED GRAV-     980,499.5   (mgal)                       NAVD 88
 PH1257
 PH1257  VERT ORDER  -  SECOND    CLASS 0
 PH1257
 PH1257.The horizontal coordinates were scaled from a topographic map and have
 PH1257.an estimated accuracy of +/- 6 seconds.
 PH1257
 PH1257.The orthometric height was determined by differential leveling
 PH1257.and adjusted by the National Geodetic Survey in June 1991..
 PH1257
 PH1257.The geoid height was determined by GEOID03.
 PH1257
 PH1257.The dynamic height is computed by dividing the NAVD 88
 PH1257.geopotential number by the normal gravity value computed on the
 PH1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1257.degrees latitude (g = 980.6199 gals.).
 PH1257
 PH1257.The modeled gravity was interpolated from observed gravity values.
 PH1257
 PH1257;                    North         East    Units  Estimated Accuracy
 PH1257;SPC NY C     -   477,220.      302,780.      MT  (+/- 180 meters Scaled)
 PH1257
 PH1257                          SUPERSEDED SURVEY CONTROL
 PH1257
 PH1257  NGVD 29 (??/??/92)  102.446  (m)          336.11   (f) ADJ UNCH    2 0
 PH1257
 PH1257.Superseded values are not recommended for survey control.
 PH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1257.See file dsdata.txt to determine how the superseded data were derived.
 PH1257
 PH1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ264050(NAD 83)
 PH1257_MARKER: DB = BENCH MARK DISK
 PH1257_SETTING: 66 = SET IN ROCK OUTCROP
 PH1257_SP_SET: ROCK OUTCROP
 PH1257_STAMPING: D 220 1942
 PH1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1257+STABILITY: POSITION/ELEVATION WELL
 PH1257
 PH1257  HISTORY     - Date     Condition        Report By
 PH1257  HISTORY     - 1942     MONUMENTED       CGS
 PH1257
 PH1257                          STATION DESCRIPTION
 PH1257
 PH1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1257'3.2 MI SW FROM ALEXANDRIA BAY.
 PH1257'TO REACH FROM THE REFORMED CHURCH AT ALEXANDRIA BAY, PROCEED
 PH1257'SOUTHEASTERLY ON STATE HIGHWAY NO. 26, GO 1.0 MILE TO THE INTERSECTION
 PH1257'OF A PAVED COUNTY ROAD AND TURN SOUTHWESTERLY (RIGHT) ON TO COUNTY
 PH1257'ROAD AND GO 2.2 MILES TO A SANDSTONE OUTCROP NEAR A PRIVATE DRIVEWAY
 PH1257'LEADING NORTHWEST AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1257'HORIZONTALLY IN TOP OF THE SANDSTONE OUTCROP, IT IS ABOUT 100.0 FEET
 PH1257'SOUTHWEST OF THE DRIVEWAY, 18.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 PH1257'THE CENTER LINE OF THE ROAD, 18.0 FEET SOUTH OF A SMALL SCRUB OAK TREE
 PH1257'AND NEAR THE EAST END OF A PILE OF BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1279 ***********************************************************************
 PH1279  DESIGNATION -  D 221
 PH1279  PID         -  PH1279
 PH1279  STATE/COUNTY-  NY/JEFFERSON
 PH1279  USGS QUAD   -  REDWOOD (1982)
 PH1279
 PH1279                         *CURRENT SURVEY CONTROL
 PH1279  ___________________________________________________________________
 PH1279* NAD 83(1986)-  44 17 59.     (N)    075 48 00.     (W)     SCALED    
 PH1279* NAVD 88     -       116.352  (meters)     381.73   (feet)  ADJUSTED  
 PH1279  ___________________________________________________________________
 PH1279  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 PH1279  DYNAMIC HT  -         116.339 (meters)     381.69  (feet)  COMP
 PH1279  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 PH1279
 PH1279  VERT ORDER  -  SECOND    CLASS 0
 PH1279
 PH1279.The horizontal coordinates were scaled from a topographic map and have
 PH1279.an estimated accuracy of +/- 6 seconds.
 PH1279
 PH1279.The orthometric height was determined by differential leveling
 PH1279.and adjusted by the National Geodetic Survey in June 1991..
 PH1279
 PH1279.The geoid height was determined by GEOID03.
 PH1279
 PH1279.The dynamic height is computed by dividing the NAVD 88
 PH1279.geopotential number by the normal gravity value computed on the
 PH1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1279.degrees latitude (g = 980.6199 gals.).
 PH1279
 PH1279.The modeled gravity was interpolated from observed gravity values.
 PH1279
 PH1279;                    North         East    Units  Estimated Accuracy
 PH1279;SPC NY C     -   477,870.      312,510.      MT  (+/- 180 meters Scaled)
 PH1279
 PH1279                          SUPERSEDED SURVEY CONTROL
 PH1279
 PH1279  NGVD 29 (??/??/92)  116.491  (m)          382.19   (f) ADJ UNCH    2 0
 PH1279
 PH1279.Superseded values are not recommended for survey control.
 PH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1279.See file dsdata.txt to determine how the superseded data were derived.
 PH1279
 PH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ361054(NAD 83)
 PH1279_MARKER: DB = BENCH MARK DISK
 PH1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH1279_SP_SET: BUILDING
 PH1279_STAMPING: D 221 1942
 PH1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1279
 PH1279  HISTORY     - Date     Condition        Report By
 PH1279  HISTORY     - 1942     MONUMENTED       CGS
 PH1279  HISTORY     - 19950918 GOOD             USPSQD
 PH1279
 PH1279                          STATION DESCRIPTION
 PH1279
 PH1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1279'IN REDWOOD.
 PH1279'BENCH MARK IS AT THE REDWOOD PUBLIC SCHOOL, SET VERTICALLY IN THE
 PH1279'NORTHWEST FACE OF THE AUDITORIUM ANNEX, IT IS 1.0 FOOT SOUTHEAST OF
 PH1279'THE NORTH CORNER AND 3.0 FEET ABOVE THE GROUND.
 PH1279
 PH1279                          STATION RECOVERY (1995)
 PH1279
 PH1279'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1289 ***********************************************************************
 PH1289  DESIGNATION -  D 222
 PH1289  PID         -  PH1289
 PH1289  STATE/COUNTY-  NY/JEFFERSON
 PH1289  USGS QUAD   -  PHILADELPHIA (1982)
 PH1289
 PH1289                         *CURRENT SURVEY CONTROL
 PH1289  ___________________________________________________________________
 PH1289* NAD 83(1986)-  44 14 19.     (N)    075 37 34.     (W)     SCALED    
 PH1289* NAVD 88     -       160.448  (meters)     526.40   (feet)  ADJUSTED  
 PH1289  ___________________________________________________________________
 PH1289  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 PH1289  DYNAMIC HT  -         160.428 (meters)     526.34  (feet)  COMP
 PH1289  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 PH1289
 PH1289  VERT ORDER  -  SECOND    CLASS 0
 PH1289
 PH1289.The horizontal coordinates were scaled from a topographic map and have
 PH1289.an estimated accuracy of +/- 6 seconds.
 PH1289
 PH1289.The orthometric height was determined by differential leveling
 PH1289.and adjusted by the National Geodetic Survey in June 1991..
 PH1289
 PH1289.The geoid height was determined by GEOID03.
 PH1289
 PH1289.The dynamic height is computed by dividing the NAVD 88
 PH1289.geopotential number by the normal gravity value computed on the
 PH1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1289.degrees latitude (g = 980.6199 gals.).
 PH1289
 PH1289.The modeled gravity was interpolated from observed gravity values.
 PH1289
 PH1289;                    North         East    Units  Estimated Accuracy
 PH1289;SPC NY C     -   471,220.      326,460.      MT  (+/- 180 meters Scaled)
 PH1289
 PH1289                          SUPERSEDED SURVEY CONTROL
 PH1289
 PH1289  NGVD 29 (??/??/92)  160.596  (m)          526.89   (f) ADJ UNCH    2 0
 PH1289
 PH1289.Superseded values are not recommended for survey control.
 PH1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1289.See file dsdata.txt to determine how the superseded data were derived.
 PH1289
 PH1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP500985(NAD 83)
 PH1289_MARKER: DB = BENCH MARK DISK
 PH1289_SETTING: 66 = SET IN ROCK OUTCROP
 PH1289_SP_SET: ROCK OUTCROP
 PH1289_STAMPING: D 222 1942
 PH1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1289+STABILITY: POSITION/ELEVATION WELL
 PH1289
 PH1289  HISTORY     - Date     Condition        Report By
 PH1289  HISTORY     - 1942     MONUMENTED       CGS
 PH1289
 PH1289                          STATION DESCRIPTION
 PH1289
 PH1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1289'2.9 MI N FROM ANTWERP.
 PH1289'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 11 AND STATE
 PH1289'HIGHWAY NO. 26 AT ANTWERP, PROCEED NORTHERLY ON U.S. HIGHWAY NO. 11,
 PH1289'GO 1.1 MILES TO THE INTERSECTION OF THE ROAD TO OXBOW, CONTINUE
 PH1289'NORTHERLY ON THE OXBOW ROAD, GO 1.2 MILES TO INTERSECTION OF GRAVELED
 PH1289'ROAD, TURN WESTERLY (LEFT) ON TO GRAVELED ROAD AND GO 0.6 MILE TO A
 PH1289'ROUND TOPPED GRANITE ROCK OUTCROP AND SITE OF BENCH MARK. BENCH MARK
 PH1289'IS SET HORIZONTALLY IN TOP OF THE OUTCROP, IT IS 31.0 FEET SOUTH OF
 PH1289'AND ABOUT 5.0 FEET ABOVE THE CENTER LINE OF THE ROAD, 9.5 FEET NORTH
 PH1289'OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1326 ***********************************************************************
 PH1326  DESIGNATION -  D 224
 PH1326  PID         -  PH1326
 PH1326  STATE/COUNTY-  NY/ST LAWRENCE
 PH1326  USGS QUAD   -  POPE MILLS (1980)
 PH1326
 PH1326                         *CURRENT SURVEY CONTROL
 PH1326  ___________________________________________________________________
 PH1326* NAD 83(1986)-  44 28 52.     (N)    075 34 04.     (W)     SCALED    
 PH1326* NAVD 88     -        99.239  (meters)     325.59   (feet)  ADJUSTED  
 PH1326  ___________________________________________________________________
 PH1326  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 PH1326  DYNAMIC HT  -          99.231 (meters)     325.56  (feet)  COMP
 PH1326  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 PH1326
 PH1326  VERT ORDER  -  SECOND    CLASS 0
 PH1326
 PH1326.The horizontal coordinates were scaled from a topographic map and have
 PH1326.an estimated accuracy of +/- 6 seconds.
 PH1326
 PH1326.The orthometric height was determined by differential leveling
 PH1326.and adjusted by the National Geodetic Survey in June 1991..
 PH1326
 PH1326.The geoid height was determined by GEOID03.
 PH1326
 PH1326.The dynamic height is computed by dividing the NAVD 88
 PH1326.geopotential number by the normal gravity value computed on the
 PH1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1326.degrees latitude (g = 980.6199 gals.).
 PH1326
 PH1326.The modeled gravity was interpolated from observed gravity values.
 PH1326
 PH1326;                    North         East    Units  Estimated Accuracy
 PH1326;SPC NY E     -   627,770.       65,060.      MT  (+/- 180 meters Scaled)
 PH1326
 PH1326                          SUPERSEDED SURVEY CONTROL
 PH1326
 PH1326  NGVD 29 (??/??/92)   99.375  (m)          326.03   (f) ADJ UNCH    2 0
 PH1326
 PH1326.Superseded values are not recommended for survey control.
 PH1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1326.See file dsdata.txt to determine how the superseded data were derived.
 PH1326
 PH1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ548254(NAD 83)
 PH1326_MARKER: DB = BENCH MARK DISK
 PH1326_SETTING: 66 = SET IN ROCK OUTCROP
 PH1326_SP_SET: ROCK OUTCROP
 PH1326_STAMPING: D 224 1942
 PH1326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1326+STABILITY: POSITION/ELEVATION WELL
 PH1326
 PH1326  HISTORY     - Date     Condition        Report By
 PH1326  HISTORY     - 1942     MONUMENTED       CGS
 PH1326
 PH1326                          STATION DESCRIPTION
 PH1326
 PH1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1326'0.8 MI SE FROM POPE MILLS.
 PH1326'TO REACH FROM THE INTERSECTION OF HIGHWAYS AT POPE MILLS, PROCEED
 PH1326'SOUTHEASTERLY ON STATE HIGHWAY NO. 184, GO ABOUT 0.7 MILE TO THE
 PH1326'INTERSECTION OF PAVED ROAD TO MACOMB, CONTINUE SOUTHEASTERLY ON ROAD
 PH1326'TO MACOMB AND GO ABOUT 350.0 FEET TO ROCK OUTCROP AND SITE OF BENCH
 PH1326'MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE OUTCROP, IT IS
 PH1326'50.0 FEET SOUTHWEST OF AND ABOUT 4.0 FEET ABOVE THE CENTER LINE OF THE
 PH1326'ROAD, 39.0 FEET SOUTHEAST OF A DIVISION FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1087 ***********************************************************************
 PH1087  DESIGNATION -  D 225
 PH1087  PID         -  PH1087
 PH1087  STATE/COUNTY-  NY/ST LAWRENCE
 PH1087  USGS QUAD   -  RICHVILLE (1980)
 PH1087
 PH1087                         *CURRENT SURVEY CONTROL
 PH1087  ___________________________________________________________________
 PH1087* NAD 83(1986)-  44 27 41.     (N)    075 26 59.     (W)     SCALED    
 PH1087* NAVD 88     -       127.296  (meters)     417.64   (feet)  ADJUSTED  
 PH1087  ___________________________________________________________________
 PH1087  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 PH1087  DYNAMIC HT  -         127.285 (meters)     417.60  (feet)  COMP
 PH1087  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 PH1087
 PH1087  VERT ORDER  -  SECOND    CLASS 0
 PH1087
 PH1087.The horizontal coordinates were scaled from a topographic map and have
 PH1087.an estimated accuracy of +/- 6 seconds.
 PH1087
 PH1087.The orthometric height was determined by differential leveling
 PH1087.and adjusted by the National Geodetic Survey in June 1991..
 PH1087
 PH1087.The geoid height was determined by GEOID03.
 PH1087
 PH1087.The dynamic height is computed by dividing the NAVD 88
 PH1087.geopotential number by the normal gravity value computed on the
 PH1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1087.degrees latitude (g = 980.6199 gals.).
 PH1087
 PH1087.The modeled gravity was interpolated from observed gravity values.
 PH1087
 PH1087;                    North         East    Units  Estimated Accuracy
 PH1087;SPC NY E     -   625,470.       74,430.      MT  (+/- 180 meters Scaled)
 PH1087
 PH1087                          SUPERSEDED SURVEY CONTROL
 PH1087
 PH1087  NGVD 29 (??/??/92)  127.435  (m)          418.09   (f) ADJ UNCH    2 0
 PH1087
 PH1087.Superseded values are not recommended for survey control.
 PH1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1087.See file dsdata.txt to determine how the superseded data were derived.
 PH1087
 PH1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ642232(NAD 83)
 PH1087_MARKER: DB = BENCH MARK DISK
 PH1087_SETTING: 66 = SET IN ROCK OUTCROP
 PH1087_SP_SET: ROCK OUTCROP
 PH1087_STAMPING: D 225 1942
 PH1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1087+STABILITY: POSITION/ELEVATION WELL
 PH1087
 PH1087  HISTORY     - Date     Condition        Report By
 PH1087  HISTORY     - 1942     MONUMENTED       CGS
 PH1087
 PH1087                          STATION DESCRIPTION
 PH1087
 PH1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1087'9.7 MI N FROM GOUVERNEUR.
 PH1087'TO REACH FROM THE INTERSECTION OF MAIN AND CLINTON STREETS AT
 PH1087'GOUVERNEUR, PROCEED NORTHERLY ON ROAD TO NORTH GOUVERNEUR, GO 7.2
 PH1087'MILES TO THE BILLINGS SCHOOL, CONTINUE NORTHEASTERLY ON TRACK ROAD
 PH1087'ALONG THE NORTHWEST SIDE OF THE SCHOOL BUILDING, GO 0.6 MILE TO THE
 PH1087'INTERSECTION OF PAVED ROAD, TURN NORTHERLY (LEFT) ON TO PAVED ROAD AND
 PH1087'GO 1.9 MILES TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 PH1087'TOP OF THE SOUTHWEST END OF A LARGE FLAT OUTCROP FLUSH WITH THE
 PH1087'GROUND, IT IS ABOUT 150.0 FEET SOUTH OF A HOUSE, 50.0 FEET SOUTHEAST
 PH1087'OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD, 20.0
 PH1087'FEET NORTHEAST OF AN ELM TREE 2.5 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1338 ***********************************************************************
 OE1338  DESIGNATION -  D 226
 OE1338  PID         -  OE1338
 OE1338  STATE/COUNTY-  NY/LEWIS
 OE1338  USGS QUAD   -  WORTH CENTER (1980)
 OE1338
 OE1338                         *CURRENT SURVEY CONTROL
 OE1338  ___________________________________________________________________
 OE1338* NAD 83(1986)-  43 40 37.     (N)    075 45 11.     (W)     SCALED    
 OE1338* NAVD 88     -       534.709  (meters)    1754.29   (feet)  ADJUSTED  
 OE1338  ___________________________________________________________________
 OE1338  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 OE1338  DYNAMIC HT  -         534.569 (meters)    1753.83  (feet)  COMP
 OE1338  MODELED GRAV-     980,340.1   (mgal)                       NAVD 88
 OE1338
 OE1338  VERT ORDER  -  SECOND    CLASS 0
 OE1338
 OE1338.The horizontal coordinates were scaled from a topographic map and have
 OE1338.an estimated accuracy of +/- 6 seconds.
 OE1338
 OE1338.The orthometric height was determined by differential leveling
 OE1338.and adjusted by the National Geodetic Survey in June 1991..
 OE1338
 OE1338.The geoid height was determined by GEOID03.
 OE1338
 OE1338.The dynamic height is computed by dividing the NAVD 88
 OE1338.geopotential number by the normal gravity value computed on the
 OE1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1338.degrees latitude (g = 980.6199 gals.).
 OE1338
 OE1338.The modeled gravity was interpolated from observed gravity values.
 OE1338
 OE1338;                    North         East    Units  Estimated Accuracy
 OE1338;SPC NY C     -   408,710.      316,950.      MT  (+/- 180 meters Scaled)
 OE1338
 OE1338                          SUPERSEDED SURVEY CONTROL
 OE1338
 OE1338  NGVD 29 (??/??/92)  534.810  (m)         1754.62   (f) ADJ UNCH    2 0
 OE1338
 OE1338.Superseded values are not recommended for survey control.
 OE1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1338.See file dsdata.txt to determine how the superseded data were derived.
 OE1338
 OE1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP392362(NAD 83)
 OE1338_MARKER: DB = BENCH MARK DISK
 OE1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1338_STAMPING: D 226 1942
 OE1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1338+STABILITY: SURFACE MOTION
 OE1338
 OE1338  HISTORY     - Date     Condition        Report By
 OE1338  HISTORY     - 1942     MONUMENTED       CGS
 OE1338
 OE1338                          STATION DESCRIPTION
 OE1338
 OE1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1338'9.3 MI S FROM NEW BOSTON.
 OE1338'9.3 MILES SOUTH ALONG AN IMPROVED COUNTY AND DIRT ROAD FROM THE
 OE1338'INTERSECTION OF STATE HIGHWAY 177 AT NEW BOSTON, LEWIS COUNTY, 0.6
 OE1338'MILE SOUTHWEST OF A FARMHOUSE OWNED BY MARY GREENFIELD, 16.4 FEET
 OE1338'SOUTHWEST OF THE CENTERLINE OF A TRAIL LEADING SOUTHEAST, 18 FEET
 OE1338'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.5 FEET NORTHEAST OF A CLUMP
 OE1338'OF THREE SMALL TREES, 3.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 OE1338'POST, AND 2.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D
 OE1338'226 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OE1338'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1236 ***********************************************************************
 OE1236  DESIGNATION -  D 227
 OE1236  PID         -  OE1236
 OE1236  STATE/COUNTY-  NY/JEFFERSON
 OE1236  USGS QUAD   -  RODMAN (1980)
 OE1236
 OE1236                         *CURRENT SURVEY CONTROL
 OE1236  ___________________________________________________________________
 OE1236* NAD 83(1986)-  43 51 03.     (N)    075 56 26.     (W)     SCALED    
 OE1236* NAVD 88     -       220.536  (meters)     723.54   (feet)  ADJUSTED  
 OE1236  ___________________________________________________________________
 OE1236  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 OE1236  DYNAMIC HT  -         220.492 (meters)     723.40  (feet)  COMP
 OE1236  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 OE1236
 OE1236  VERT ORDER  -  SECOND    CLASS 0
 OE1236
 OE1236.The horizontal coordinates were scaled from a topographic map and have
 OE1236.an estimated accuracy of +/- 6 seconds.
 OE1236
 OE1236.The orthometric height was determined by differential leveling
 OE1236.and adjusted by the National Geodetic Survey in June 1991..
 OE1236
 OE1236.The geoid height was determined by GEOID03.
 OE1236
 OE1236.The dynamic height is computed by dividing the NAVD 88
 OE1236.geopotential number by the normal gravity value computed on the
 OE1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1236.degrees latitude (g = 980.6199 gals.).
 OE1236
 OE1236.The modeled gravity was interpolated from observed gravity values.
 OE1236
 OE1236;                    North         East    Units  Estimated Accuracy
 OE1236;SPC NY C     -   427,890.      301,680.      MT  (+/- 180 meters Scaled)
 OE1236
 OE1236                          SUPERSEDED SURVEY CONTROL
 OE1236
 OE1236  NGVD 29 (??/??/92)  220.658  (m)          723.94   (f) ADJ UNCH    2 0
 OE1236
 OE1236.Superseded values are not recommended for survey control.
 OE1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1236.See file dsdata.txt to determine how the superseded data were derived.
 OE1236
 OE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP244557(NAD 83)
 OE1236_MARKER: DB = BENCH MARK DISK
 OE1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1236_SP_SET: CONCRETE DRAIN HOLE
 OE1236_STAMPING: D 227 1942
 OE1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1236
 OE1236  HISTORY     - Date     Condition        Report By
 OE1236  HISTORY     - 1942     MONUMENTED       CGS
 OE1236  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 OE1236  HISTORY     - 20011212 GOOD             NGS
 OE1236
 OE1236                          STATION DESCRIPTION
 OE1236
 OE1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1236'IN RODMAN.
 OE1236'AT RODMAN, JEFFERSON COUNTY, 150 FEET SOUTHEAST OF THE POST OFFICE, 42
 OE1236'FEET NORTHWEST OF THE NORTHWEST CORNER OF A 2-STORY GRAY STONE HOUSE,
 OE1236'17 FEET SOUTH OF POWER-TRANSMISSION LINE POLE L1-4, 16 FEET EAST OF
 OE1236'THE CENTERLINE OF A ROAD LEADING SOUTH, AND IN THE TOP OF THE SOUTH
 OE1236'WALL OF A CONCRETE DRAIN HOLE.  A STANDARD DISK, STAMPED D 227 1942.
 OE1236
 OE1236                          STATION RECOVERY (1994)
 OE1236
 OE1236'RECOVERY NOTE BY US POWER SQUADRON 1994
 OE1236'MARK NOT FOUND.
 OE1236
 OE1236                          STATION RECOVERY (2001)
 OE1236
 OE1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OE1236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0688 ***********************************************************************
 PH0688  DESIGNATION -  D 228
 PH0688  PID         -  PH0688
 PH0688  STATE/COUNTY-  NY/ST LAWRENCE
 PH0688  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0688
 PH0688                         *CURRENT SURVEY CONTROL
 PH0688  ___________________________________________________________________
 PH0688* NAD 83(1986)-  44 55 28.     (N)    074 51 20.     (W)     SCALED    
 PH0688* NAVD 88     -        61.222  (meters)     200.86   (feet)  ADJUSTED  
 PH0688  ___________________________________________________________________
 PH0688  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 PH0688  DYNAMIC HT  -          61.220 (meters)     200.85  (feet)  COMP
 PH0688  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 PH0688
 PH0688  VERT ORDER  -  SECOND    CLASS 0
 PH0688
 PH0688.The horizontal coordinates were scaled from a topographic map and have
 PH0688.an estimated accuracy of +/- 6 seconds.
 PH0688
 PH0688.The orthometric height was determined by differential leveling
 PH0688.and adjusted by the National Geodetic Survey in June 1991..
 PH0688
 PH0688.The geoid height was determined by GEOID03.
 PH0688
 PH0688.The dynamic height is computed by dividing the NAVD 88
 PH0688.geopotential number by the normal gravity value computed on the
 PH0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0688.degrees latitude (g = 980.6199 gals.).
 PH0688
 PH0688.The modeled gravity was interpolated from observed gravity values.
 PH0688
 PH0688;                    North         East    Units  Estimated Accuracy
 PH0688;SPC NY E     -   676,540.      121,930.      MT  (+/- 180 meters Scaled)
 PH0688
 PH0688                          SUPERSEDED SURVEY CONTROL
 PH0688
 PH0688  NGVD 29 (??/??/92)   61.346  (m)          201.27   (f) ADJ UNCH    2 0
 PH0688
 PH0688.Superseded values are not recommended for survey control.
 PH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0688.See file dsdata.txt to determine how the superseded data were derived.
 PH0688
 PH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ113745(NAD 83)
 PH0688_MARKER: DB = BENCH MARK DISK
 PH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0688_STAMPING: D 228 1942
 PH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0688+STABILITY: SURFACE MOTION
 PH0688
 PH0688  HISTORY     - Date     Condition        Report By
 PH0688  HISTORY     - 1942     MONUMENTED       CGS
 PH0688  HISTORY     - 1964     MARK NOT FOUND   USGS
 PH0688
 PH0688                          STATION DESCRIPTION
 PH0688
 PH0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0688'2.0 MI E FROM MASSENA.
 PH0688'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT MASSENA,
 PH0688'PROCEED 0.3 MILE NORTH ALONG STATE HIGHWAY NO. 420, TO HATFIELD
 PH0688'STREET, THENCE TURN EAST (RIGHT) GO 1.7 MILE EAST ALONG HATFIELD
 PH0688'STREET ROAD, TO THE NORTHWEST CORNER OF PLOWED FIELD ON SOUTH SIDE OF
 PH0688'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF A
 PH0688'TWO STORY FRAME HOUSE ON THE NORTH SIDE OF ROAD.  IT IS 3.0 FEET SOUTH
 PH0688'OF AND ABOUT LEVEL WITH THE CENTERLINE OF ROAD, 15.0 FEET EAST OF A
 PH0688'TELEPHONE POLE, 2.0 FEET WEST OF THE NORTH AND SOUTH FENCE, 4.0 FEET
 PH0688'SOUTH OF FENCE CORNER.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE
 PH0688'WOODEN MARKER POST, AND PROJECTS 0.3 FOOT.  STAMPED D 228 1942.
 PH0688
 PH0688                          STATION RECOVERY (1964)
 PH0688
 PH0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PH0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0010 ***********************************************************************
 PH0010  DESIGNATION -  D 229
 PH0010  PID         -  PH0010
 PH0010  STATE/COUNTY-  NY/FRANKLIN
 PH0010  USGS QUAD   -  MENO (1964)
 PH0010
 PH0010                         *CURRENT SURVEY CONTROL
 PH0010  ___________________________________________________________________
 PH0010* NAD 83(1986)-  44 35 11.     (N)    074 27 07.     (W)     SCALED    
 PH0010* NAVD 88     -       406.601  (meters)    1333.99   (feet)  ADJUSTED  
 PH0010  ___________________________________________________________________
 PH0010  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 PH0010  DYNAMIC HT  -         406.545 (meters)    1333.81  (feet)  COMP
 PH0010  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PH0010
 PH0010  VERT ORDER  -  FIRST     CLASS I
 PH0010
 PH0010.The horizontal coordinates were scaled from a topographic map and have
 PH0010.an estimated accuracy of +/- 6 seconds.
 PH0010
 PH0010.The orthometric height was determined by differential leveling
 PH0010.and adjusted by the National Geodetic Survey in June 1991..
 PH0010
 PH0010.The geoid height was determined by GEOID03.
 PH0010
 PH0010.The dynamic height is computed by dividing the NAVD 88
 PH0010.geopotential number by the normal gravity value computed on the
 PH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0010.degrees latitude (g = 980.6199 gals.).
 PH0010
 PH0010.The modeled gravity was interpolated from observed gravity values.
 PH0010
 PH0010;                    North         East    Units  Estimated Accuracy
 PH0010;SPC NY E     -   638,920.      153,820.      MT  (+/- 180 meters Scaled)
 PH0010
 PH0010                          SUPERSEDED SURVEY CONTROL
 PH0010
 PH0010  NGVD 29 (??/??/92)  406.666  (m)         1334.20   (f) ADJ UNCH    1 1
 PH0010
 PH0010.Superseded values are not recommended for survey control.
 PH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0010.See file dsdata.txt to determine how the superseded data were derived.
 PH0010
 PH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ435371(NAD 83)
 PH0010_MARKER: DB = BENCH MARK DISK
 PH0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0010_SP_SET: BRIDGE ABUTMENT
 PH0010_STAMPING: D 229 1942
 PH0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0010
 PH0010  HISTORY     - Date     Condition        Report By
 PH0010  HISTORY     - 1942     MONUMENTED       CGS
 PH0010  HISTORY     - 1975     GOOD             NGS
 PH0010
 PH0010                          STATION DESCRIPTION
 PH0010
 PH0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0010'3.45 MI S FROM SANTA CLARA.
 PH0010'0.30 MILE SOUTH ALONG A BLACKTOP ROAD TO A LOCKED GATE FROM ST. PETERS
 PH0010'CATHOLIC CHURCH AT SANTA CLARA, CONTINUE THROUGH GATE FOR 3.15 MILES
 PH0010'SOUTH ALONG A DIRT ROAD TO THE MARK ON THE RIGHT, AT A WOODEN BRIDGE
 PH0010'OVER THE ST. REGIS RIVER, IN THE TOP WEST END OF THE NORTH CONCRETE
 PH0010'ABUTMENT, 12 FEET WEST OF APPROXIMATE CENTER OF THE ROAD, 6.5 FEET
 PH0010'SOUTH OF A METAL WITNESS POST AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 PH0010'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0549 ***********************************************************************
 OF0549  DESIGNATION -  D 23
 OF0549  PID         -  OF0549
 OF0549  STATE/COUNTY-  NY/WAYNE
 OF0549  USGS QUAD   -  WOLCOTT (1978)
 OF0549
 OF0549                         *CURRENT SURVEY CONTROL
 OF0549  ___________________________________________________________________
 OF0549* NAD 83(1986)-  43 13 46.     (N)    076 49 00.     (W)     SCALED    
 OF0549* NAVD 88     -       109.109  (meters)     357.97   (feet)  ADJUSTED  
 OF0549  ___________________________________________________________________
 OF0549  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OF0549  DYNAMIC HT  -         109.083 (meters)     357.88  (feet)  COMP
 OF0549  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 OF0549
 OF0549  VERT ORDER  -  FIRST     CLASS II
 OF0549
 OF0549.The horizontal coordinates were scaled from a topographic map and have
 OF0549.an estimated accuracy of +/- 6 seconds.
 OF0549
 OF0549.The orthometric height was determined by differential leveling
 OF0549.and adjusted by the National Geodetic Survey in June 1991..
 OF0549
 OF0549.The geoid height was determined by GEOID03.
 OF0549
 OF0549.The dynamic height is computed by dividing the NAVD 88
 OF0549.geopotential number by the normal gravity value computed on the
 OF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0549.degrees latitude (g = 980.6199 gals.).
 OF0549
 OF0549.The modeled gravity was interpolated from observed gravity values.
 OF0549
 OF0549;                    North         East    Units  Estimated Accuracy
 OF0549;SPC NY C     -   358,690.      231,050.      MT  (+/- 180 meters Scaled)
 OF0549
 OF0549                          SUPERSEDED SURVEY CONTROL
 OF0549
 OF0549  NGVD 29 (??/??/92)  109.313  (m)          358.64   (f) ADJ UNCH    1 2
 OF0549
 OF0549.Superseded values are not recommended for survey control.
 OF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0549.See file dsdata.txt to determine how the superseded data were derived.
 OF0549
 OF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN524878(NAD 83)
 OF0549_MARKER: Q = CHISELED SQUARE
 OF0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0549_SP_SET: SEMAPHORE
 OF0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0549
 OF0549  HISTORY     - Date     Condition        Report By
 OF0549  HISTORY     - 1919     MONUMENTED       CGS
 OF0549  HISTORY     - 1935     GOOD             NGS
 OF0549  HISTORY     - 1935     GOOD             NGS
 OF0549
 OF0549                          STATION DESCRIPTION
 OF0549
 OF0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OF0549'AT WOLCOTT.
 OF0549'D 23 -- AT WOLCOTT, WAYNE COUNTY, ON THE NEW YORK CENTRAL
 OF0549'RAILROAD, 18-1/2 POLES NORTHEAST OF THE STATION, 8-1/2 POLES
 OF0549'NORTHEAST OF THE UNDERGRADE CROSSING OF LAKE AVENUE, 15 FEET
 OF0549'NORTHWEST OF THE NORTHWEST RAIL, ON THE EAST CORNER OF THE BASE
 OF0549'OF A DISMANTLED SEMAPHORE, AND LEVEL WITH THE GROUND. A CHISELED
 OF0549'SQUARE.
 OF0549
 OF0549                          STATION RECOVERY (1935)
 OF0549
 OF0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 OF0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0494 ***********************************************************************
 PH0494  DESIGNATION -  D 230
 PH0494  PID         -  PH0494
 PH0494  STATE/COUNTY-  NY/FRANKLIN
 PH0494  USGS QUAD   -  BOMBAY (1987)
 PH0494
 PH0494                         *CURRENT SURVEY CONTROL
 PH0494  ___________________________________________________________________
 PH0494* NAD 83(1986)-  44 52 53.     (N)    074 33 57.     (W)     SCALED    
 PH0494* NAVD 88     -        80.795  (meters)     265.07   (feet)  ADJUSTED  
 PH0494  ___________________________________________________________________
 PH0494  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 PH0494  DYNAMIC HT  -          80.792 (meters)     265.07  (feet)  COMP
 PH0494  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 PH0494
 PH0494  VERT ORDER  -  FIRST     CLASS II
 PH0494
 PH0494.The horizontal coordinates were scaled from a topographic map and have
 PH0494.an estimated accuracy of +/- 6 seconds.
 PH0494
 PH0494.The orthometric height was determined by differential leveling
 PH0494.and adjusted by the National Geodetic Survey in June 1991..
 PH0494
 PH0494.The geoid height was determined by GEOID03.
 PH0494
 PH0494.The dynamic height is computed by dividing the NAVD 88
 PH0494.geopotential number by the normal gravity value computed on the
 PH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0494.degrees latitude (g = 980.6199 gals.).
 PH0494
 PH0494.The modeled gravity was interpolated from observed gravity values.
 PH0494
 PH0494;                    North         East    Units  Estimated Accuracy
 PH0494;SPC NY E     -   671,700.      144,800.      MT  (+/- 180 meters Scaled)
 PH0494
 PH0494                          SUPERSEDED SURVEY CONTROL
 PH0494
 PH0494  NGVD 29 (??/??/92)   80.910  (m)          265.45   (f) ADJ UNCH    1 2
 PH0494
 PH0494.Superseded values are not recommended for survey control.
 PH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0494.See file dsdata.txt to determine how the superseded data were derived.
 PH0494
 PH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ342698(NAD 83)
 PH0494_MARKER: DB = BENCH MARK DISK
 PH0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0494_SP_SET: CULVERT
 PH0494_STAMPING: D 230 1942
 PH0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0494
 PH0494  HISTORY     - Date     Condition        Report By
 PH0494  HISTORY     - 1942     MONUMENTED       CGS
 PH0494  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0494
 PH0494                          STATION DESCRIPTION
 PH0494
 PH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0494'3.9 MI N FROM MOIRA.
 PH0494'TO REACH FROM THE RUTLAND RAILROAD STATION AT MOIRA-- PROCEED 3.9
 PH0494'MILES NORTHERLY ON STATE HIGHWAY NO. 95 TO SITE OF BENCH MARK.  BENCH
 PH0494'MARK IS ABOUT 0.1 MILE NORTH OF AN S CURVE, AND ABOUT 425.0 FEET SOUTH
 PH0494'OF A WHITE FRAME HOUSE.  IT IS 16.0 FEET EAST OF AND ABOUT THE SAME
 PH0494'ELEVATION AS THE CENTERLINE OF HIGHWAY, 14.0 FEET SOUTH OF A FENCE
 PH0494'CORNER, AND SET HORIZONTALLY IN THE NORTH END OF THE EAST HEADWALL OF
 PH0494'A CONCRETE CULVERT OVER A SMALL RAVINE.  NOTE-- BENCH MARK IS ALSO
 PH0494'4.05 MILE SOUTH OF BOMBAY.
 PH0494
 PH0494                          STATION RECOVERY (1975)
 PH0494
 PH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0672 ***********************************************************************
 OD0672  DESIGNATION -  D 231
 OD0672  PID         -  OD0672
 OD0672  STATE/COUNTY-  NY/WASHINGTON
 OD0672  USGS QUAD   -  CAMBRIDGE (1944)
 OD0672
 OD0672                         *CURRENT SURVEY CONTROL
 OD0672  ___________________________________________________________________
 OD0672* NAD 83(1986)-  43 06 07.     (N)    073 25 57.     (W)     SCALED    
 OD0672* NAVD 88     -       118.426  (meters)     388.54   (feet)  ADJUSTED  
 OD0672  ___________________________________________________________________
 OD0672  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 OD0672  DYNAMIC HT  -         118.396 (meters)     388.44  (feet)  COMP
 OD0672  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 OD0672
 OD0672  VERT ORDER  -  SECOND    CLASS 0
 OD0672
 OD0672.The horizontal coordinates were scaled from a topographic map and have
 OD0672.an estimated accuracy of +/- 6 seconds.
 OD0672
 OD0672.The orthometric height was determined by differential leveling
 OD0672.and adjusted by the National Geodetic Survey in June 1991..
 OD0672
 OD0672.The geoid height was determined by GEOID03.
 OD0672
 OD0672.The dynamic height is computed by dividing the NAVD 88
 OD0672.geopotential number by the normal gravity value computed on the
 OD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0672.degrees latitude (g = 980.6199 gals.).
 OD0672
 OD0672.The modeled gravity was interpolated from observed gravity values.
 OD0672
 OD0672;                    North         East    Units  Estimated Accuracy
 OD0672;SPC NY E     -   474,550.      236,890.      MT  (+/- 180 meters Scaled)
 OD0672
 OD0672                          SUPERSEDED SURVEY CONTROL
 OD0672
 OD0672  NGVD 29 (??/??/92)  118.589  (m)          389.07   (f) ADJ UNCH    2 0
 OD0672
 OD0672.Superseded values are not recommended for survey control.
 OD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0672.See file dsdata.txt to determine how the superseded data were derived.
 OD0672
 OD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN275733(NAD 83)
 OD0672_MARKER: DB = BENCH MARK DISK
 OD0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0672_SP_SET: CULVERT
 OD0672_STAMPING: D 231 1942
 OD0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0672
 OD0672  HISTORY     - Date     Condition        Report By
 OD0672  HISTORY     - 1942     MONUMENTED       CGS
 OD0672
 OD0672                          STATION DESCRIPTION
 OD0672
 OD0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0672'3.8 MI E FROM GREENWICH.
 OD0672'TO REACH FROM THE POST OFFICE IN GREENWICH-- PROCEED 3.8 MILES
 OD0672'EASTERLY ON STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK. BENCH MARK IS
 OD0672'ABOUT 0.6 MILE WEST OF THE VILLAGE OF BATTENVILLE, ABOUT 400.0 FEET
 OD0672'EAST OF A GRAY FRAME HOUSE, AND ABOUT 325.0 FEET EAST OF AND ACROSS
 OD0672'THE HIGHWAY FROM A RED BARN WITH TWO SILOS.  IT IS ABOUT 50.0 FEET
 OD0672'WEST OF A SHARP CURVE, 16.5 FEET NORTH OF AND ABOUT 2.7 FEET BELOW THE
 OD0672'CENTERLINE OF HIGHWAY, 7.5 FEET SOUTH OF A RAIL FENCE, AND SET
 OD0672'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 OD0672'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0913 ***********************************************************************
 OD0913  DESIGNATION -  D 232 RESET 1958
 OD0913  PID         -  OD0913
 OD0913  STATE/COUNTY-  NY/WARREN
 OD0913  USGS QUAD   -  GLENS FALLS (1966)
 OD0913
 OD0913                         *CURRENT SURVEY CONTROL
 OD0913  ___________________________________________________________________
 OD0913* NAD 83(1986)-  43 19 37.     (N)    073 40 01.     (W)     SCALED    
 OD0913* NAVD 88     -       102.78   (meters)     337.2    (feet)  RESET     
 OD0913  ___________________________________________________________________
 OD0913  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 OD0913
 OD0913  VERT ORDER  -  THIRD
 OD0913
 OD0913.The horizontal coordinates were scaled from a topographic map and have
 OD0913.an estimated accuracy of +/- 6 seconds.
 OD0913
 OD0913.The orthometric height was computed from unverified reset data.
 OD0913
 OD0913.The geoid height was determined by GEOID03.
 OD0913
 OD0913;                    North         East    Units  Estimated Accuracy
 OD0913;SPC NY E     -   499,330.      217,560.      MT  (+/- 180 meters Scaled)
 OD0913
 OD0913                          SUPERSEDED SURVEY CONTROL
 OD0913
 OD0913.No superseded survey control is available for this station.
 OD0913
 OD0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN080979(NAD 83)
 OD0913_MARKER: DB = BENCH MARK DISK
 OD0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0913_SP_SET: CULVERT
 OD0913_STAMPING: D 232 RESET 1958
 OD0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0913
 OD0913  HISTORY     - Date     Condition        Report By
 OD0913  HISTORY     - 1958     MONUMENTED       NYDPW
 OD0913  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 OD0913  HISTORY     - 20030508 MARK NOT FOUND   NYDT
 OD0913
 OD0913                          STATION DESCRIPTION
 OD0913
 OD0913'DESCRIBED BY NY DEPT OF PUB WORKS 1958
 OD0913'1.6 MI NW FROM GLENS FALLS.
 OD0913'1.6 MILES NORTHWEST ALONG U. S. HIGHWAY 9 FROM THE GLENS FALLS
 OD0913'INSURANCE COMPANY AT GLENS FALLS, ABOUT 122 FEET NORTHWEST OF THE C.
 OD0913'G. WOODBURY AND SON LUMBER COMPANY BUILDING, 19.4 FEET SOUTHEAST OF
 OD0913'POWER-TRANSMISSION LINE POLE 36, AT A CONCRETE CULVERT, IN THE TOP OF
 OD0913'THE NORTH HEADWALL, 4.7 FEET SOUTHEAST FROM THE NORTHWEST END OF THE
 OD0913'HEADWALL, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 OD0913'ABOUT 6 INCHES LOWER THAN THE HIGHWAY.
 OD0913
 OD0913                          STATION RECOVERY (1991)
 OD0913
 OD0913'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 OD0913'MARK NOT FOUND.
 OD0913
 OD0913                          STATION RECOVERY (2003)
 OD0913
 OD0913'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 OD0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0128 ***********************************************************************
 OE0128  CBN         -  This is a Cooperative Base Network Control Station.
 OE0128  DESIGNATION -  D 233
 OE0128  PID         -  OE0128
 OE0128  STATE/COUNTY-  NY/WARREN
 OE0128  USGS QUAD   -  
 OE0128
 OE0128                         *CURRENT SURVEY CONTROL
 OE0128  ___________________________________________________________________
 OE0128* NAD 83(1996)-  43 36 08.61858(N)    074 03 01.96529(W)     ADJUSTED  
 OE0128* NAVD 88     -       519.337  (meters)    1703.86   (feet)  ADJUSTED  
 OE0128  ___________________________________________________________________
 OE0128  X           -   1,271,287.469 (meters)                     COMP
 OE0128  Y           -  -4,448,313.360 (meters)                     COMP
 OE0128  Z           -   4,376,545.290 (meters)                     COMP
 OE0128  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 OE0128  ELLIP HEIGHT-         490.72  (meters)          (09/18/02) GPS OBS
 OE0128  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OE0128  DYNAMIC HT  -         519.206 (meters)    1703.43  (feet)  COMP
 OE0128  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 OE0128
 OE0128  HORZ ORDER  -  A
 OE0128  VERT ORDER  -  SECOND    CLASS 0
 OE0128  ELLP ORDER  -  FOURTH    CLASS II
 OE0128
 OE0128.The horizontal coordinates were established by GPS observations
 OE0128.and adjusted by the National Geodetic Survey in September 2002..
 OE0128
 OE0128.The orthometric height was determined by differential leveling
 OE0128.and adjusted by the National Geodetic Survey in June 1991..
 OE0128
 OE0128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OE0128
 OE0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE0128
 OE0128.The ellipsoidal height was determined by GPS observations
 OE0128.and is referenced to NAD 83.
 OE0128
 OE0128.The geoid height was determined by GEOID03.
 OE0128
 OE0128.The dynamic height is computed by dividing the NAVD 88
 OE0128.geopotential number by the normal gravity value computed on the
 OE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0128.degrees latitude (g = 980.6199 gals.).
 OE0128
 OE0128.The modeled gravity was interpolated from observed gravity values.
 OE0128
 OE0128;                    North         East     Units Scale Factor Converg.
 OE0128;SPC NY E     -   529,688.542   186,285.256   MT  0.99991619   +0 18 35.9
 OE0128;SPC NY E     - 1,737,819.82    611,170.88   sFT  0.99991619   +0 18 35.9
 OE0128;UTM  18      - 4,828,151.051   576,628.317   MT  0.99967222   +0 39 17.4
 OE0128
 OE0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE0128!SPC NY E     -   0.99992305  x   0.99991619  =   0.99983925
 OE0128!UTM  18      -   0.99992305  x   0.99967222  =   0.99959530
 OE0128
 OE0128                          SUPERSEDED SURVEY CONTROL
 OE0128
 OE0128  NAVD 88 (09/18/02)  519.34   (m)         1703.9    (f) LEVELING    3  
 OE0128  NGVD 29 (??/??/92)  519.427  (m)         1704.15   (f) ADJ UNCH    2 0
 OE0128
 OE0128.Superseded values are not recommended for survey control.
 OE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0128.See file dsdata.txt to determine how the superseded data were derived.
 OE0128
 OE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP7662828151(NAD 83)
 OE0128_MARKER: DB = BENCH MARK DISK
 OE0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0128_SP_SET: CULVERT
 OE0128_STAMPING: D 233 1942
 OE0128_MARK LOGO: CGS   
 OE0128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OE0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE0128+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 OE0128
 OE0128  HISTORY     - Date     Condition        Report By
 OE0128  HISTORY     - 1942     MONUMENTED       CGS
 OE0128  HISTORY     - 20010716 GOOD             NYDT
 OE0128
 OE0128                          STATION DESCRIPTION
 OE0128
 OE0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0128'7.35 MI SW FROM WEVERTOWN.
 OE0128'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 8 AND STATE
 OE0128'HIGHWAY NO. 28 AT WEVERTOWN.  PROCEED 7.35 MILES SOUTHWESTERLY ON
 OE0128'STATE HIGHWAY NO. 8 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.1
 OE0128'MILE NORTHEAST OF AND ACROSS THE HIGHWAY FROM A GRAY TWO-STORY FRAME
 OE0128'HOUSE, AND ABOUT 150.0 FEET NORTHEAST OF A FENCE CORNER.  IT IS ABOUT
 OE0128'48.0 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO.
 OE0128'495-, 27.0 FEET NORTHWEST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE
 OE0128'OF HIGHWAY, 3.0 FEET NORTHWEST OF A FENCE, AND SET HORIZONTALLY IN THE
 OE0128'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 OE0128
 OE0128                          STATION RECOVERY (2001)
 OE0128
 OE0128'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (LED)
 OE0128'MARK WAS RECOVERED OK PER EXISTING DIRECTIONS. IT IS 110 FT WESTERLY
 OE0128'FROM MILE MARKER
 OE0128'8-1710-1099 AND  APPROXIMATELY 450 FT EASTERLY ALONG THE HWY FROM THE
 OE0128'DRIVEWAY TO HOUSE
 OE0128'2157.
 OE0128' 
 OE0128'THE GRAY HOUSE REFERRED TO HAS BEEN PAINTED RED. A NEW POLE HAS
 OE0128'REPLACED THE ORIGINAL
 OE0128'POLE 495 AND THE MARK IS ABOUT 120 FT NW AND ACROSS HWY FROM THIS NEW
 OE0128'POLE, NM322. THE
 OE0128'FENCE PREVIOUSLY MENTIONED NO LONGER EXISTS.
 OE0128' 
 OE0128' 
 OE0128'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0874 ***********************************************************************
 PH0874  DESIGNATION -  D 236
 PH0874  PID         -  PH0874
 PH0874  STATE/COUNTY-  NY/ST LAWRENCE
 PH0874  USGS QUAD   -  HEUVELTON (1963)
 PH0874
 PH0874                         *CURRENT SURVEY CONTROL
 PH0874  ___________________________________________________________________
 PH0874* NAD 83(1986)-  44 30 41.     (N)    075 23 08.     (W)     SCALED    
 PH0874* NAVD 88     -       104.408  (meters)     342.55   (feet)  ADJUSTED  
 PH0874  ___________________________________________________________________
 PH0874  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 PH0874  DYNAMIC HT  -         104.399 (meters)     342.52  (feet)  COMP
 PH0874  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 PH0874
 PH0874  VERT ORDER  -  SECOND    CLASS 0
 PH0874
 PH0874.The horizontal coordinates were scaled from a topographic map and have
 PH0874.an estimated accuracy of +/- 6 seconds.
 PH0874
 PH0874.The orthometric height was determined by differential leveling
 PH0874.and adjusted by the National Geodetic Survey in June 1991..
 PH0874
 PH0874.The geoid height was determined by GEOID03.
 PH0874
 PH0874.The dynamic height is computed by dividing the NAVD 88
 PH0874.geopotential number by the normal gravity value computed on the
 PH0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0874.degrees latitude (g = 980.6199 gals.).
 PH0874
 PH0874.The modeled gravity was interpolated from observed gravity values.
 PH0874
 PH0874;                    North         East    Units  Estimated Accuracy
 PH0874;SPC NY E     -   630,960.       79,590.      MT  (+/- 180 meters Scaled)
 PH0874
 PH0874                          SUPERSEDED SURVEY CONTROL
 PH0874
 PH0874  NGVD 29 (??/??/92)  104.546  (m)          343.00   (f) ADJ UNCH    2 0
 PH0874
 PH0874.Superseded values are not recommended for survey control.
 PH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0874.See file dsdata.txt to determine how the superseded data were derived.
 PH0874
 PH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ693287(NAD 83)
 PH0874_MARKER: DB = BENCH MARK DISK
 PH0874_SETTING: 80 = SET IN A BOULDER
 PH0874_SP_SET: BOULDER
 PH0874_STAMPING: D 236 1942
 PH0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0874+STABILITY: SURFACE MOTION
 PH0874
 PH0874  HISTORY     - Date     Condition        Report By
 PH0874  HISTORY     - 1942     MONUMENTED       CGS
 PH0874
 PH0874                          STATION DESCRIPTION
 PH0874
 PH0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0874'2.5 MI NW FROM DE KALB.
 PH0874'TO REACH FROM THE BRIDGE OVER THE OSWEGATCHIE RIVER AT DEKALB, PROCEED
 PH0874'WESTERLY ON PAVED ROAD TO DEPEYSTER, GO 0.5 MILE TO A FORK IN THE
 PH0874'ROAD, CONTINUE WESTERLY ON THE LEFT FORK, GO 1.0 MILE TO INTERSECTION
 PH0874'OF GRAVELED ROAD AND SCHOOL HOUSE, TURN NORTHWESTERLY (RIGHT) ON TO
 PH0874'THE GRAVELED ROAD AND GO 1.0 MILE TO SITE OF BENCH MARK. BENCH MARK IS
 PH0874'SET HORIZONTALLY IN A PROJECTION ON THE WEST SIDE OF A GRAY GRANITE
 PH0874'BOULDER ABOUT 8.0 FEET IN DIAMETER AND 1.5 FEET HIGH, IT IS ABOUT 0.15
 PH0874'MILE SOUTH OF A VERY LARGE BARN, ABOUT 300.0 FEET WEST OF A SHARP
 PH0874'POINTED HILL, 60.0 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTER
 PH0874'LINE OF THE ROAD AND ABOUT THE CENTER OF A REVERSE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0287 ***********************************************************************
 PH0287  DESIGNATION -  D 238
 PH0287  PID         -  PH0287
 PH0287  STATE/COUNTY-  NY/FRANKLIN
 PH0287  USGS QUAD   -  
 PH0287
 PH0287                         *CURRENT SURVEY CONTROL
 PH0287  ___________________________________________________________________
 PH0287* NAD 83(1986)-  44 10 20.     (N)    074 09 15.     (W)     SCALED    
 PH0287* NAVD 88     -       706.971  (meters)    2319.45   (feet)  ADJUSTED  
 PH0287  ___________________________________________________________________
 PH0287  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 PH0287  DYNAMIC HT  -         706.807 (meters)    2318.92  (feet)  COMP
 PH0287  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 PH0287
 PH0287  VERT ORDER  -  SECOND    CLASS 0
 PH0287
 PH0287.The horizontal coordinates were scaled from a topographic map and have
 PH0287.an estimated accuracy of +/- 6 seconds.
 PH0287
 PH0287.The orthometric height was determined by differential leveling
 PH0287.and adjusted by the National Geodetic Survey in June 1991..
 PH0287
 PH0287.The geoid height was determined by GEOID03.
 PH0287
 PH0287.The dynamic height is computed by dividing the NAVD 88
 PH0287.geopotential number by the normal gravity value computed on the
 PH0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0287.degrees latitude (g = 980.6199 gals.).
 PH0287
 PH0287.The modeled gravity was interpolated from observed gravity values.
 PH0287
 PH0287;                    North         East    Units  Estimated Accuracy
 PH0287;SPC NY E     -   592,960.      177,660.      MT  (+/- 180 meters Scaled)
 PH0287
 PH0287                          SUPERSEDED SURVEY CONTROL
 PH0287
 PH0287  NGVD 29 (??/??/92)  707.015  (m)         2319.60   (f) ADJ UNCH    2 0
 PH0287
 PH0287.Superseded values are not recommended for survey control.
 PH0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0287.See file dsdata.txt to determine how the superseded data were derived.
 PH0287
 PH0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP676913(NAD 83)
 PH0287_MARKER: DB = BENCH MARK DISK
 PH0287_SETTING: 80 = SET IN A BOULDER
 PH0287_SP_SET: BOULDER
 PH0287_STAMPING: D 238 1942
 PH0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0287+STABILITY: SURFACE MOTION
 PH0287
 PH0287  HISTORY     - Date     Condition        Report By
 PH0287  HISTORY     - 1942     MONUMENTED       CGS
 PH0287
 PH0287                          STATION DESCRIPTION
 PH0287
 PH0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0287'11.7 MI SE FROM COREYS POST OFFICE.
 PH0287'TO REACH FROM THE COREYS POST OFFICE, PROCEED SOUTH-SOUTHEASTERLY ON
 PH0287'GRADED ROAD TO DUCK HOLE POND, GO 5.8 MILES TO THE CARETAKER RESIDENCE
 PH0287'AT THE ENTRANCE TO THE AMPERSAND PRIVATE PARK, PASS THE PASS THE HOUSE
 PH0287'AND CONTINUE EASTERLY 3.5 MILES TO THE ENTRANCE TO THE STATE PARK,
 PH0287'PASS THROUGH THE GATE AND CONTINUE 2.4 MILES TO A GRAVEL PIT AND SITE
 PH0287'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A LARGE
 PH0287'BOULDER, IT IS ABOUT 0.2 MILE NORTHWEST OF A SEMI-CIRCLE PIPE CULVERT,
 PH0287'ABOUT 250.0 FEET NORTHWEST OF THE GRAVEL PIT, 10.0 FEET NORTHEAST OF
 PH0287'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0027 ***********************************************************************
 OE0027  DESIGNATION -  D 239
 OE0027  PID         -  OE0027
 OE0027  STATE/COUNTY-  NY/HAMILTON
 OE0027  USGS QUAD   -  
 OE0027
 OE0027                         *CURRENT SURVEY CONTROL
 OE0027  ___________________________________________________________________
 OE0027* NAD 83(1986)-  43 58 46.     (N)    074 20 34.     (W)     SCALED    
 OE0027* NAVD 88     -       556.452  (meters)    1825.63   (feet)  ADJUSTED  
 OE0027  ___________________________________________________________________
 OE0027  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OE0027  DYNAMIC HT  -         556.336 (meters)    1825.25  (feet)  COMP
 OE0027  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 OE0027
 OE0027  VERT ORDER  -  SECOND    CLASS 0
 OE0027
 OE0027.The horizontal coordinates were scaled from a topographic map and have
 OE0027.an estimated accuracy of +/- 6 seconds.
 OE0027
 OE0027.The orthometric height was determined by differential leveling
 OE0027.and adjusted by the National Geodetic Survey in June 1991..
 OE0027
 OE0027.The geoid height was determined by GEOID03.
 OE0027
 OE0027.The dynamic height is computed by dividing the NAVD 88
 OE0027.geopotential number by the normal gravity value computed on the
 OE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0027.degrees latitude (g = 980.6199 gals.).
 OE0027
 OE0027.The modeled gravity was interpolated from observed gravity values.
 OE0027
 OE0027;                    North         East    Units  Estimated Accuracy
 OE0027;SPC NY E     -   571,490.      162,610.      MT  (+/- 180 meters Scaled)
 OE0027
 OE0027                          SUPERSEDED SURVEY CONTROL
 OE0027
 OE0027  NGVD 29 (??/??/92)  556.513  (m)         1825.83   (f) ADJ UNCH    2 0
 OE0027
 OE0027.Superseded values are not recommended for survey control.
 OE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0027.See file dsdata.txt to determine how the superseded data were derived.
 OE0027
 OE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP527698(NAD 83)
 OE0027_MARKER: DB = BENCH MARK DISK
 OE0027_SETTING: 80 = SET IN A BOULDER
 OE0027_SP_SET: BOULDER
 OE0027_STAMPING: D 239 1942
 OE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0027+STABILITY: SURFACE MOTION
 OE0027
 OE0027  HISTORY     - Date     Condition        Report By
 OE0027  HISTORY     - 1942     MONUMENTED       CGS
 OE0027  HISTORY     - 20000921 MARK NOT FOUND   NYDT
 OE0027
 OE0027                          STATION DESCRIPTION
 OE0027
 OE0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0027'4.1 MI E FROM LONG LAKE.
 OE0027'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 10 AND STATE
 OE0027'HIGHWAY NUMBER 28N AT LONG LAKE, PROCEED EASTERLY ON STATE HIGHWAY
 OE0027'NUMBER 28N AND GO 4.1 MILES TO A SHARP CURVE AND SITE OF BENCH MARK.
 OE0027'BENCH MARK IS SET HORIZONTALLY IN TOP OF A BOULDER ABOUT 6 FEET BY 10
 OE0027'FEET BY 3 FEET HIGH, IT IS ABOUT 135.0 FEET WEST OF THE WEST END OF
 OE0027'THE CURVE, 35.0 FEET EAST OF A TELEPHONE POLE, 33.0 FEET SOUTH OF AND
 OE0027'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 OE0027
 OE0027                          STATION RECOVERY (2000)
 OE0027
 OE0027'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 OE0027'ONLY FOUND BOULDER WITH HOLE AND STEM OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0835 ***********************************************************************
 OF0835  DESIGNATION -  D 24
 OF0835  PID         -  OF0835
 OF0835  STATE/COUNTY-  NY/WAYNE
 OF0835  USGS QUAD   -  SODUS (1978)
 OF0835
 OF0835                         *CURRENT SURVEY CONTROL
 OF0835  ___________________________________________________________________
 OF0835* NAD 83(1986)-  43 14 25.     (N)    077 03 58.     (W)     SCALED    
 OF0835* NAVD 88     -       131.362  (meters)     430.98   (feet)  ADJUSTED  
 OF0835  ___________________________________________________________________
 OF0835  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OF0835  DYNAMIC HT  -         131.334 (meters)     430.88  (feet)  COMP
 OF0835  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 OF0835
 OF0835  VERT ORDER  -  FIRST     CLASS II
 OF0835
 OF0835.The horizontal coordinates were scaled from a topographic map and have
 OF0835.an estimated accuracy of +/- 6 seconds.
 OF0835
 OF0835.The orthometric height was determined by differential leveling
 OF0835.and adjusted by the National Geodetic Survey in June 1991..
 OF0835
 OF0835.The geoid height was determined by GEOID03.
 OF0835
 OF0835.The dynamic height is computed by dividing the NAVD 88
 OF0835.geopotential number by the normal gravity value computed on the
 OF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0835.degrees latitude (g = 980.6199 gals.).
 OF0835
 OF0835.The modeled gravity was interpolated from observed gravity values.
 OF0835
 OF0835;                    North         East    Units  Estimated Accuracy
 OF0835;SPC NY C     -   359,980.      210,790.      MT  (+/- 180 meters Scaled)
 OF0835
 OF0835                          SUPERSEDED SURVEY CONTROL
 OF0835
 OF0835  NGVD 29 (??/??/92)  131.565  (m)          431.64   (f) ADJ UNCH    1 2
 OF0835
 OF0835.Superseded values are not recommended for survey control.
 OF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0835.See file dsdata.txt to determine how the superseded data were derived.
 OF0835
 OF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN322895(NAD 83)
 OF0835_MARKER: DB = BENCH MARK DISK
 OF0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0835_SP_SET: RAILROAD BUILDING
 OF0835_STAMPING: D 24 1919
 OF0835_MARK LOGO: CGS   
 OF0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0835+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 OF0835
 OF0835  HISTORY     - Date     Condition        Report By
 OF0835  HISTORY     - 1919     MONUMENTED       CGS
 OF0835  HISTORY     - 1967     GOOD             LOCENG
 OF0835  HISTORY     - 1984     GOOD             USPSQD
 OF0835  HISTORY     - 20001026 GOOD             NYDT
 OF0835  HISTORY     - 20020814 GOOD             NYDT
 OF0835
 OF0835                          STATION DESCRIPTION
 OF0835
 OF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 OF0835'AT SODUS.
 OF0835'D 24-- AT SODUS, WAYNE COUNTY, OPPOSITE THE NEW YORK CENTRAL
 OF0835'RAILROAD STATION, AT THE NORTHEAST CORNER OF THE CROSSING OF BELDEN
 OF0835'STREET, IN THE WEST WALL OF THE SODUS CANNING FACTORY, 9 INCHES FROM
 OF0835'THE SOUTHWEST CORNER, UNDER A LOADING PLATFORM, AND ABOUT 2-1/2
 OF0835'FEET ABOVE THE GROUND. A STANDARD DISK, STAMPED D 24 1919 AND SET
 OF0835'VERTICALLY.
 OF0835
 OF0835                          STATION RECOVERY (1967)
 OF0835
 OF0835'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OF0835'RECOVERED IN GOOD CONDITION.
 OF0835
 OF0835                          STATION RECOVERY (1984)
 OF0835
 OF0835'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0835'RECOVERED IN GOOD CONDITION.
 OF0835
 OF0835                          STATION RECOVERY (2000)
 OF0835
 OF0835'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PTS)
 OF0835'RECOVERED AS DESCRIBED
 OF0835
 OF0835                          STATION RECOVERY (2002)
 OF0835
 OF0835'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (RC)
 OF0835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0063 ***********************************************************************
 OE0063  DESIGNATION -  D 240
 OE0063  PID         -  OE0063
 OE0063  STATE/COUNTY-  NY/ESSEX
 OE0063  USGS QUAD   -  
 OE0063
 OE0063                         *CURRENT SURVEY CONTROL
 OE0063  ___________________________________________________________________
 OE0063* NAD 83(1986)-  43 57 16.     (N)    074 03 39.     (W)     SCALED    
 OE0063* NAVD 88     -       516.424  (meters)    1694.30   (feet)  ADJUSTED  
 OE0063  ___________________________________________________________________
 OE0063  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OE0063  DYNAMIC HT  -         516.319 (meters)    1693.96  (feet)  COMP
 OE0063  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 OE0063
 OE0063  VERT ORDER  -  SECOND    CLASS 0
 OE0063
 OE0063.The horizontal coordinates were scaled from a topographic map and have
 OE0063.an estimated accuracy of +/- 6 seconds.
 OE0063
 OE0063.The orthometric height was determined by differential leveling
 OE0063.and adjusted by the National Geodetic Survey in June 1991..
 OE0063
 OE0063.The geoid height was determined by GEOID03.
 OE0063
 OE0063.The dynamic height is computed by dividing the NAVD 88
 OE0063.geopotential number by the normal gravity value computed on the
 OE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0063.degrees latitude (g = 980.6199 gals.).
 OE0063
 OE0063.The modeled gravity was interpolated from observed gravity values.
 OE0063
 OE0063;                    North         East    Units  Estimated Accuracy
 OE0063;SPC NY E     -   568,800.      185,250.      MT  (+/- 180 meters Scaled)
 OE0063
 OE0063                          SUPERSEDED SURVEY CONTROL
 OE0063
 OE0063  NGVD 29 (??/??/92)  516.50   (m)         1694.6    (f) COMPUTED    2 0
 OE0063
 OE0063.Superseded values are not recommended for survey control.
 OE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0063.See file dsdata.txt to determine how the superseded data were derived.
 OE0063
 OE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP753672(NAD 83)
 OE0063_MARKER: DB = BENCH MARK DISK
 OE0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0063_STAMPING: D 240 1942
 OE0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0063+STABILITY: SURFACE MOTION
 OE0063
 OE0063  HISTORY     - Date     Condition        Report By
 OE0063  HISTORY     - 1942     MONUMENTED       CGS
 OE0063
 OE0063                          STATION DESCRIPTION
 OE0063
 OE0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0063'0.9 MI SW FROM TAHAWAS.
 OE0063'TO REACH FROM THE TAHAWAS POST OFFICE, PROCEED WESTERLY ON GRAVELED
 OE0063'ROAD, GO 0.1 MILE TO THE INTERSECTION OF THE PAVED ROAD, TURN
 OE0063'SOUTHWESTERLY (LEFT) ONTO PAVED ROAD AND GO 0.8 MILE TO A TURN-OUT AND
 OE0063'SITE OF BENCH MARK. BENCH MARK IS 0.7 MILE NORTHEAST OF THE
 OE0063'INTERSECTION OF STATE HIGHWAY NUMBER 28N, 30.0 FEET NORTHWEST OF AND
 OE0063'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, AND 3.0 FEET
 OE0063'SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5
 OE0063'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0141 ***********************************************************************
 PH0141  DESIGNATION -  D 246
 PH0141  PID         -  PH0141
 PH0141  STATE/COUNTY-  NY/FRANKLIN
 PH0141  USGS QUAD   -  SANTA CLARA (1980)
 PH0141
 PH0141                         *CURRENT SURVEY CONTROL
 PH0141  ___________________________________________________________________
 PH0141* NAD 83(1986)-  44 41 20.     (N)    074 29 50.     (W)     SCALED    
 PH0141* NAVD 88     -       402.369  (meters)    1320.11   (feet)  ADJUSTED  
 PH0141  ___________________________________________________________________
 PH0141  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 PH0141  DYNAMIC HT  -         402.324 (meters)    1319.96  (feet)  COMP
 PH0141  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 PH0141
 PH0141  VERT ORDER  -  SECOND    CLASS 0
 PH0141
 PH0141.The horizontal coordinates were scaled from a topographic map and have
 PH0141.an estimated accuracy of +/- 6 seconds.
 PH0141
 PH0141.The orthometric height was determined by differential leveling
 PH0141.and adjusted by the National Geodetic Survey in June 1991..
 PH0141
 PH0141.The geoid height was determined by GEOID03.
 PH0141
 PH0141.The dynamic height is computed by dividing the NAVD 88
 PH0141.geopotential number by the normal gravity value computed on the
 PH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0141.degrees latitude (g = 980.6199 gals.).
 PH0141
 PH0141.The modeled gravity was interpolated from observed gravity values.
 PH0141
 PH0141;                    North         East    Units  Estimated Accuracy
 PH0141;SPC NY E     -   650,300.      150,220.      MT  (+/- 180 meters Scaled)
 PH0141
 PH0141                          SUPERSEDED SURVEY CONTROL
 PH0141
 PH0141  NGVD 29 (??/??/92)  402.452  (m)         1320.38   (f) ADJ UNCH    2 0
 PH0141
 PH0141.Superseded values are not recommended for survey control.
 PH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0141.See file dsdata.txt to determine how the superseded data were derived.
 PH0141
 PH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ398485(NAD 83)
 PH0141_MARKER: DB = BENCH MARK DISK
 PH0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0141_SP_SET: CULVERT
 PH0141_STAMPING: D 246 1942
 PH0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0141
 PH0141  HISTORY     - Date     Condition        Report By
 PH0141  HISTORY     - 1942     MONUMENTED       CGS
 PH0141
 PH0141                          STATION DESCRIPTION
 PH0141
 PH0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0141'3.0 MI E FROM ST. REGIS FALLS.
 PH0141'TO REACH FROM THE ST. REGIS CENTRAL SCHOOL BUILDING IN ST. REGIS
 PH0141'FALLS, PROCEED 3.0 MILES EASTERLY ALONG A COUNTY ASPHALT ROAD TO A
 PH0141'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH0141'HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A 2.5 FOOT
 PH0141'CONCRETE CULVERT UNDER ASPHALT ROAD.  IT IS ABOUT 300.0 FEET EAST OF A
 PH0141'CURVE IN ROAD, 23.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE
 PH0141'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1011 ***********************************************************************
 PG1011  DESIGNATION -  D 247
 PG1011  PID         -  PG1011
 PG1011  STATE/COUNTY-  NY/CLINTON
 PG1011  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1011
 PG1011                         *CURRENT SURVEY CONTROL
 PG1011  ___________________________________________________________________
 PG1011* NAD 83(1986)-  44 55 09.     (N)    073 49 04.     (W)     SCALED    
 PG1011* NAVD 88     -       289.265  (meters)     949.03   (feet)  ADJUSTED  
 PG1011  ___________________________________________________________________
 PG1011  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 PG1011  DYNAMIC HT  -         289.249 (meters)     948.98  (feet)  COMP
 PG1011  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 PG1011
 PG1011  VERT ORDER  -  FIRST     CLASS I
 PG1011
 PG1011.The horizontal coordinates were scaled from a topographic map and have
 PG1011.an estimated accuracy of +/- 6 seconds.
 PG1011
 PG1011.The orthometric height was determined by differential leveling
 PG1011.and adjusted by the National Geodetic Survey in June 1991..
 PG1011
 PG1011.The geoid height was determined by GEOID03.
 PG1011
 PG1011.The dynamic height is computed by dividing the NAVD 88
 PG1011.geopotential number by the normal gravity value computed on the
 PG1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1011.degrees latitude (g = 980.6199 gals.).
 PG1011
 PG1011.The modeled gravity was interpolated from observed gravity values.
 PG1011
 PG1011;                    North         East    Units  Estimated Accuracy
 PG1011;SPC NY E     -   676,120.      203,860.      MT  (+/- 180 meters Scaled)
 PG1011
 PG1011                          SUPERSEDED SURVEY CONTROL
 PG1011
 PG1011  NGVD 29 (??/??/??)  289.335  (m)          949.26   (f) ADJUSTED    1 1
 PG1011
 PG1011.Superseded values are not recommended for survey control.
 PG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1011.See file dsdata.txt to determine how the superseded data were derived.
 PG1011
 PG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ933746(NAD 83)
 PG1011_MARKER: DB = BENCH MARK DISK
 PG1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1011_SP_SET: BRIDGE
 PG1011_STAMPING: D 247 1942
 PG1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1011
 PG1011  HISTORY     - Date     Condition        Report By
 PG1011  HISTORY     - 1942     MONUMENTED       CGS
 PG1011  HISTORY     - 1973     GOOD             NGS
 PG1011
 PG1011                          STATION DESCRIPTION
 PG1011
 PG1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1011'2.9 MI NW FROM ELLENBURG DEPOT.
 PG1011'ABOUT 1.15 MILES WEST ALONG US HIGHWAY 11 FROM THE POST OFFICE AT
 PG1011'ELLENBURG DEPOT, THENCE 1.4 MILES NORTH ALONG AN ASPHALT ROAD, THENCE
 PG1011'0.35 MILES EAST SOUTHEAST ALONG AN ABANDONED RAILROAD GRADE, 17 FEET
 PG1011'NORTHEAST OF CENTER LINE OF OLD GRADE, AT AN ABANDONED RAILROAD BRIDGE
 PG1011'OVER BRADY BROOK, 3.7 FEET EAST OF A 4 INCH ELM TREE FORMING A FENCE
 PG1011'POST, SET IN TOP OF THE NORTHEAST END OF THE SOUTHWEST CONCRETE SEAT
 PG1011'OF BRIDGE (NOW ABANDONED) ABOUT 2 FEET BELOW OLD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2023 ***********************************************************************
 OE2023  DESIGNATION -  D 248 RESET
 OE2023  PID         -  OE2023
 OE2023  STATE/COUNTY-  NY/HAMILTON
 OE2023  USGS QUAD   -  
 OE2023
 OE2023                         *CURRENT SURVEY CONTROL
 OE2023  ___________________________________________________________________
 OE2023* NAD 83(1986)-  43 55 34.     (N)    074 26 33.     (W)     SCALED    
 OE2023* NAVD 88     -       541.50   (meters)    1776.6    (feet)  RESET     
 OE2023  ___________________________________________________________________
 OE2023  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OE2023
 OE2023  VERT ORDER  -  THIRD
 OE2023
 OE2023.The horizontal coordinates were scaled from a topographic map and have
 OE2023.an estimated accuracy of +/- 6 seconds.
 OE2023
 OE2023.The orthometric height was computed from unverified reset data.
 OE2023.No vertical observational check was made to the station.
 OE2023
 OE2023.The geoid height was determined by GEOID03.
 OE2023
 OE2023;                    North         East    Units  Estimated Accuracy
 OE2023;SPC NY E     -   565,560.      154,620.      MT  (+/- 180 meters Scaled)
 OE2023
 OE2023                          SUPERSEDED SURVEY CONTROL
 OE2023
 OE2023  NGVD 29 (09/01/04)  541.56   (m)         1776.8    (f) RESET       3  
 OE2023
 OE2023.Superseded values are not recommended for survey control.
 OE2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2023.See file dsdata.txt to determine how the superseded data were derived.
 OE2023
 OE2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP447638(NAD 83)
 OE2023_MARKER: DB = BENCH MARK DISK
 OE2023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OE2023_SP_SET: CUTOFF WALL
 OE2023_STAMPING: D 248 RESET 1985
 OE2023_MARK LOGO: NYDT  
 OE2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE2023
 OE2023  HISTORY     - Date     Condition        Report By
 OE2023  HISTORY     - 1985     MONUMENTED       NYDT
 OE2023
 OE2023                          STATION DESCRIPTION
 OE2023
 OE2023'DESCRIBED BY NY DEPT OF TRANSP 1985
 OE2023'10.5 KM (6.50 MI) NORTH FROM BLUE MOUNTAIN LAKE.
 OE2023'6.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE INTERSECTION OF STATE
 OE2023'HIGHWAY 28 IN BLUE MOUNTAIN LAKE, TO MARK SET HORIZONTALLY IN THE NEW
 OE2023'CUTOFF WALL, WEST SIDE OF HIGHWAY N.Y.S. ROUTE 28N AND 30, CENTERLINE
 OE2023'STA. 332+98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1047 ***********************************************************************
 OD1047  DESIGNATION -  D 249 RESET 1961
 OD1047  PID         -  OD1047
 OD1047  STATE/COUNTY-  NY/ESSEX
 OD1047  USGS QUAD   -  
 OD1047
 OD1047                         *CURRENT SURVEY CONTROL
 OD1047  ___________________________________________________________________
 OD1047* NAD 83(1986)-  43 57 23.     (N)    073 45 41.     (W)     SCALED    
 OD1047* NAVD 88     -       294.91   (meters)     967.6    (feet)  RESET     
 OD1047  ___________________________________________________________________
 OD1047  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 OD1047
 OD1047  VERT ORDER  -  THIRD
 OD1047
 OD1047.The horizontal coordinates were scaled from a topographic map and have
 OD1047.an estimated accuracy of +/- 6 seconds.
 OD1047
 OD1047.The orthometric height was computed from unverified reset data.
 OD1047
 OD1047.The geoid height was determined by GEOID03.
 OD1047
 OD1047;                    North         East    Units  Estimated Accuracy
 OD1047;SPC NY E     -   569,180.      209,280.      MT  (+/- 180 meters Scaled)
 OD1047
 OD1047                          SUPERSEDED SURVEY CONTROL
 OD1047
 OD1047.No superseded survey control is available for this station.
 OD1047
 OD1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP993677(NAD 83)
 OD1047_MARKER: DB = BENCH MARK DISK
 OD1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD1047_SP_SET: CULVERT
 OD1047_STAMPING: D 249 RESET 1961
 OD1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1047
 OD1047  HISTORY     - Date     Condition        Report By
 OD1047  HISTORY     - 1961     MONUMENTED       CGS
 OD1047  HISTORY     - 1971     GOOD             NGS
 OD1047
 OD1047                          STATION DESCRIPTION
 OD1047
 OD1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OD1047'1.9 MI W FROM SCHROON RIVER.
 OD1047'1.9 MILES WEST ON THE BLUE RIDGE ROAD FROM JUNCTION WITH U.S. HIGHWAY
 OD1047'9 AT SCHROON RIVER.  41.0 FEET NORTH OF CENTER LINE OF BLUE RIDGE
 OD1047'ROAD, 120 FEET WEST OF EAST END OF THE NORTH GUARD RAIL, CEMENTED IN A
 OD1047'DRILL HOLE IN THE MIDDLE OF A 4-FOOT-LONG, CONCRETE CULVERT ABUTMENT
 OD1047'AT THE BASE OF THE WEST SIDE OF THE 12-FOOT-WIDE MOUTH OF A LARGE,
 OD1047'CORRUGATED IRON PIPE CULVERT, ABOUT 2 FEET ABOVE GROUND AND ABOUT 12
 OD1047'FEET BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0417 ***********************************************************************
 OF0417  DESIGNATION -  D 25
 OF0417  PID         -  OF0417
 OF0417  STATE/COUNTY-  NY/OSWEGO
 OF0417  USGS QUAD   -  NEW HAVEN (1982)
 OF0417
 OF0417                         *CURRENT SURVEY CONTROL
 OF0417  ___________________________________________________________________
 OF0417* NAD 83(1986)-  43 29 53.     (N)    076 19 56.     (W)     SCALED    
 OF0417* NAVD 88     -        94.129  (meters)     308.82   (feet)  ADJUSTED  
 OF0417  ___________________________________________________________________
 OF0417  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OF0417  DYNAMIC HT  -          94.110 (meters)     308.76  (feet)  COMP
 OF0417  MODELED GRAV-     980,412.2   (mgal)                       NAVD 88
 OF0417
 OF0417  VERT ORDER  -  FIRST     CLASS II
 OF0417
 OF0417.The horizontal coordinates were scaled from a topographic map and have
 OF0417.an estimated accuracy of +/- 6 seconds.
 OF0417
 OF0417.The orthometric height was determined by differential leveling
 OF0417.and adjusted by the National Geodetic Survey in June 1991..
 OF0417
 OF0417.The geoid height was determined by GEOID03.
 OF0417
 OF0417.The dynamic height is computed by dividing the NAVD 88
 OF0417.geopotential number by the normal gravity value computed on the
 OF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0417.degrees latitude (g = 980.6199 gals.).
 OF0417
 OF0417.The modeled gravity was interpolated from observed gravity values.
 OF0417
 OF0417;                    North         East    Units  Estimated Accuracy
 OF0417;SPC NY C     -   388,530.      270,310.      MT  (+/- 180 meters Scaled)
 OF0417
 OF0417                          SUPERSEDED SURVEY CONTROL
 OF0417
 OF0417  NGVD 29 (??/??/92)   94.328  (m)          309.47   (f) ADJ UNCH    1 2
 OF0417
 OF0417.Superseded values are not recommended for survey control.
 OF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0417.See file dsdata.txt to determine how the superseded data were derived.
 OF0417
 OF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP922169(NAD 83)
 OF0417_MARKER: Z = SEE DESCRIPTION
 OF0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0417_SP_SET: VERTICAL RAIL
 OF0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0417
 OF0417  HISTORY     - Date     Condition        Report By
 OF0417  HISTORY     - UNK      MONUMENTED       CGS
 OF0417  HISTORY     - 1968     GOOD             NGS
 OF0417
 OF0417                          STATION DESCRIPTION
 OF0417
 OF0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0417'3/4 MI W FROM NEW HAVEN.
 OF0417'D 25--ABOUT 3/4 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 OF0417'THE STATION AT NEW HAVEN, OSWEGO COUNTY, 5 POLES EAST OF ROAD
 OF0417'CROSSING 253, IN FRONT OF MILEPOST P 14, AND 5 FEET NORTH OF THE
 OF0417'NORTH RAIL. THE TOP OF A VERTICAL RAIL PROJECTING 10 INCHES ABOVE
 OF0417'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0852 ***********************************************************************
 LY0852  DESIGNATION -  D 251
 LY0852  PID         -  LY0852
 LY0852  STATE/COUNTY-  NY/ORANGE
 LY0852  USGS QUAD   -  UNIONVILLE (1969)
 LY0852
 LY0852                         *CURRENT SURVEY CONTROL
 LY0852  ___________________________________________________________________
 LY0852* NAD 83(1986)-  41 19 14.     (N)    074 30 59.     (W)     SCALED    
 LY0852* NAVD 88     -       120.432  (meters)     395.12   (feet)  ADJUSTED  
 LY0852  ___________________________________________________________________
 LY0852  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY0852  DYNAMIC HT  -         120.383 (meters)     394.96  (feet)  COMP
 LY0852  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 LY0852
 LY0852  VERT ORDER  -  SECOND    CLASS 0
 LY0852
 LY0852.The horizontal coordinates were scaled from a topographic map and have
 LY0852.an estimated accuracy of +/- 6 seconds.
 LY0852
 LY0852.The orthometric height was determined by differential leveling
 LY0852.and adjusted by the National Geodetic Survey in June 1991..
 LY0852
 LY0852.The geoid height was determined by GEOID03.
 LY0852
 LY0852.The dynamic height is computed by dividing the NAVD 88
 LY0852.geopotential number by the normal gravity value computed on the
 LY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0852.degrees latitude (g = 980.6199 gals.).
 LY0852
 LY0852.The modeled gravity was interpolated from observed gravity values.
 LY0852
 LY0852;                    North         East    Units  Estimated Accuracy
 LY0852;SPC NY E     -   276,140.      148,630.      MT  (+/- 180 meters Scaled)
 LY0852
 LY0852                          SUPERSEDED SURVEY CONTROL
 LY0852
 LY0852  NGVD 29 (??/??/92)  120.639  (m)          395.80   (f) ADJ UNCH    2 0
 LY0852
 LY0852.Superseded values are not recommended for survey control.
 LY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0852.See file dsdata.txt to determine how the superseded data were derived.
 LY0852
 LY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL404744(NAD 83)
 LY0852_MARKER: DB = BENCH MARK DISK
 LY0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0852_SP_SET: BRIDGE
 LY0852_STAMPING: D 251 1942
 LY0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0852
 LY0852  HISTORY     - Date     Condition        Report By
 LY0852  HISTORY     - 1942     MONUMENTED       CGS
 LY0852  HISTORY     - 20020716 MARK NOT FOUND   DUCKS
 LY0852
 LY0852                          STATION DESCRIPTION
 LY0852
 LY0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0852'3.6 MI NE FROM UNIONVILLE.
 LY0852'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE AT
 LY0852'UNIONVILLE, ORANGE COUNTY, THENCE 3.4 MILES NORTHEAST ALONG A
 LY0852'GRAVEL ROAD, 150 FEET EAST OF THE JUNCTION OF A GRAVEL ROAD
 LY0852'LEADING SOUTHWEST, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LY0852'LARGE FARMHOUSE, IN THE TOP OF THE NORTHEAST WINGWALL OF A
 LY0852'CONCRETE BRIDGE, AND 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 LY0852'PAVED ROAD.
 LY0852
 LY0852                          STATION RECOVERY (2002)
 LY0852
 LY0852'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 LY0852'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0508 ***********************************************************************
 LY0508  DESIGNATION -  D 252
 LY0508  PID         -  LY0508
 LY0508  STATE/COUNTY-  NY/ORANGE
 LY0508  USGS QUAD   -  PINE ISLAND (1969)
 LY0508
 LY0508                         *CURRENT SURVEY CONTROL
 LY0508  ___________________________________________________________________
 LY0508* NAD 83(1986)-  41 17 53.     (N)    074 28 14.     (W)     SCALED    
 LY0508* NAVD 88     -       119.851  (meters)     393.21   (feet)  ADJUSTED  
 LY0508  ___________________________________________________________________
 LY0508  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0508  DYNAMIC HT  -         119.803 (meters)     393.05  (feet)  COMP
 LY0508  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 LY0508
 LY0508  VERT ORDER  -  SECOND    CLASS 0
 LY0508
 LY0508.The horizontal coordinates were scaled from a topographic map and have
 LY0508.an estimated accuracy of +/- 6 seconds.
 LY0508
 LY0508.The orthometric height was determined by differential leveling
 LY0508.and adjusted by the National Geodetic Survey in June 1991..
 LY0508
 LY0508.The geoid height was determined by GEOID03.
 LY0508
 LY0508.The dynamic height is computed by dividing the NAVD 88
 LY0508.geopotential number by the normal gravity value computed on the
 LY0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0508.degrees latitude (g = 980.6199 gals.).
 LY0508
 LY0508.The modeled gravity was interpolated from observed gravity values.
 LY0508
 LY0508;                    North         East    Units  Estimated Accuracy
 LY0508;SPC NY E     -   273,650.      152,470.      MT  (+/- 180 meters Scaled)
 LY0508
 LY0508                          SUPERSEDED SURVEY CONTROL
 LY0508
 LY0508  NGVD 29 (??/??/92)  120.066  (m)          393.92   (f) ADJ UNCH    2 0
 LY0508
 LY0508.Superseded values are not recommended for survey control.
 LY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0508.See file dsdata.txt to determine how the superseded data were derived.
 LY0508
 LY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL443719(NAD 83)
 LY0508_MARKER: DB = BENCH MARK DISK
 LY0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0508_SP_SET: BRIDGE
 LY0508_STAMPING: D 252 1942
 LY0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0508
 LY0508  HISTORY     - Date     Condition        Report By
 LY0508  HISTORY     - 1942     MONUMENTED       CGS
 LY0508  HISTORY     - 1984     GOOD             USPSQD
 LY0508  HISTORY     - 20020716 MARK NOT FOUND   DUCKS
 LY0508
 LY0508                          STATION DESCRIPTION
 LY0508
 LY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0508'0.5 MI NW FROM PINE ISLAND.
 LY0508'0.5 MILE NORTHWEST ALONG A PAVED ROAD FROM THE ERIE RAILROAD
 LY0508'STATION AT PINE ISLAND, ORANGE COUNTY, AT A STEEL BRIDGE OVER
 LY0508'POCHUCK CREEK, IN THE TOP OF THE NORTHEAST CONCRETE WING WALL,
 LY0508'AND 15.5 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 LY0508
 LY0508                          STATION RECOVERY (1984)
 LY0508
 LY0508'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0508'THE ERIE RAILROAD STATION IS NO LONGER A PRINCIPAL LANDMARK IN PINE
 LY0508'ISLAND. TO REACH THE BENCH MARK LOCATION GO 0.4 MILE NORTHWEST ALONG
 LY0508'ORANGE COUNTY ROUTE 1 FROM THE INTERSECTION OF ROUTE 1 WITH GLENWOOD
 LY0508'ROAD. A WITNESS POST WAS OBSERVED THREE FEET EAST OF WHERE THE MARK
 LY0508'IS SET IN THE NORTHEAST CONCRETE WING WALL OF THE BRIDGE OVER POCHUCK
 LY0508'CREEK.
 LY0508
 LY0508                          STATION RECOVERY (2002)
 LY0508
 LY0508'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 LY0508'MARK NOT FOUND, FOUND A D 252 RESET 1989 BUT NO DATA SHEET FOR THE NEW
 LY0508'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0525 ***********************************************************************
 LY0525  DESIGNATION -  D 253
 LY0525  PID         -  LY0525
 LY0525  STATE/COUNTY-  NY/ORANGE
 LY0525  USGS QUAD   -  WARWICK (1976)
 LY0525
 LY0525                         *CURRENT SURVEY CONTROL
 LY0525  ___________________________________________________________________
 LY0525* NAD 83(1986)-  41 15 40.     (N)    074 19 18.     (W)     SCALED    
 LY0525* NAVD 88     -       162.811  (meters)     534.16   (feet)  ADJUSTED  
 LY0525  ___________________________________________________________________
 LY0525  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY0525  DYNAMIC HT  -         162.742 (meters)     533.93  (feet)  COMP
 LY0525  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 LY0525
 LY0525  VERT ORDER  -  SECOND    CLASS 0
 LY0525
 LY0525.The horizontal coordinates were scaled from a topographic map and have
 LY0525.an estimated accuracy of +/- 6 seconds.
 LY0525
 LY0525.The orthometric height was determined by differential leveling
 LY0525.and adjusted by the National Geodetic Survey in June 1991..
 LY0525
 LY0525.The geoid height was determined by GEOID03.
 LY0525
 LY0525.The dynamic height is computed by dividing the NAVD 88
 LY0525.geopotential number by the normal gravity value computed on the
 LY0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0525.degrees latitude (g = 980.6199 gals.).
 LY0525
 LY0525.The modeled gravity was interpolated from observed gravity values.
 LY0525
 LY0525;                    North         East    Units  Estimated Accuracy
 LY0525;SPC NY E     -   269,560.      164,940.      MT  (+/- 180 meters Scaled)
 LY0525
 LY0525                          SUPERSEDED SURVEY CONTROL
 LY0525
 LY0525  NGVD 29 (??/??/92)  163.042  (m)          534.91   (f) ADJ UNCH    2 0
 LY0525
 LY0525.Superseded values are not recommended for survey control.
 LY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0525.See file dsdata.txt to determine how the superseded data were derived.
 LY0525
 LY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL568679(NAD 83)
 LY0525_MARKER: DB = BENCH MARK DISK
 LY0525_SETTING: 0 = UNSPECIFIED SETTING
 LY0525_STAMPING: D 253 1942
 LY0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0525
 LY0525  HISTORY     - Date     Condition        Report By
 LY0525  HISTORY     - 1942     MONUMENTED       CGS
 LY0525
 LY0525                          STATION DESCRIPTION
 LY0525
 LY0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0525'0.8 MI SE FROM WISNER.
 LY0525'0.8 MILE SOUTHEAST ALONG A GRAVEL COUNTRY ROAD FROM THE LEHIGH
 LY0525'AND HUDSON RIVER RAILWAY STATION AT WISNER, ORANGE COUNTY, 18
 LY0525'FEET SOUTHWEST OF POLE 5-36, 22 FEET NORTHEAST OF THE CENTERLINE
 LY0525'OF THE ROAD, AT THE SOUTHEAST CORNER OF A PASTURE, 2.4 FEET
 LY0525'SOUTHEAST OF A FENCE CORNER, AND 1.5 FEET SOUTHWEST OF A WHITE
 LY0525'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0210 ***********************************************************************
 LY0210  DESIGNATION -  D 254
 LY0210  PID         -  LY0210
 LY0210  STATE/COUNTY-  NY/ORANGE
 LY0210  USGS QUAD   -  PINE BUSH (1956)
 LY0210
 LY0210                         *CURRENT SURVEY CONTROL
 LY0210  ___________________________________________________________________
 LY0210* NAD 83(1986)-  41 34 55.     (N)    074 19 07.     (W)     SCALED    
 LY0210* NAVD 88     -       122.007  (meters)     400.28   (feet)  ADJUSTED  
 LY0210  ___________________________________________________________________
 LY0210  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY0210  DYNAMIC HT  -         121.960 (meters)     400.13  (feet)  COMP
 LY0210  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 LY0210
 LY0210  VERT ORDER  -  SECOND    CLASS 0
 LY0210
 LY0210.The horizontal coordinates were scaled from a topographic map and have
 LY0210.an estimated accuracy of +/- 6 seconds.
 LY0210
 LY0210.The orthometric height was determined by differential leveling
 LY0210.and adjusted by the National Geodetic Survey in June 1991..
 LY0210
 LY0210.The geoid height was determined by GEOID03.
 LY0210
 LY0210.The dynamic height is computed by dividing the NAVD 88
 LY0210.geopotential number by the normal gravity value computed on the
 LY0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0210.degrees latitude (g = 980.6199 gals.).
 LY0210
 LY0210.The modeled gravity was interpolated from observed gravity values.
 LY0210
 LY0210;                    North         East    Units  Estimated Accuracy
 LY0210;SPC NY E     -   305,190.      165,130.      MT  (+/- 180 meters Scaled)
 LY0210
 LY0210                          SUPERSEDED SURVEY CONTROL
 LY0210
 LY0210  NGVD 29 (??/??/92)  122.233  (m)          401.03   (f) ADJ UNCH    2 0
 LY0210
 LY0210.Superseded values are not recommended for survey control.
 LY0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0210.See file dsdata.txt to determine how the superseded data were derived.
 LY0210
 LY0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM567035(NAD 83)
 LY0210_MARKER: DB = BENCH MARK DISK
 LY0210_SETTING: 80 = SET IN A BOULDER
 LY0210_SP_SET: BOULDER
 LY0210_STAMPING: D 254 1942
 LY0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0210+STABILITY: SURFACE MOTION
 LY0210
 LY0210  HISTORY     - Date     Condition        Report By
 LY0210  HISTORY     - 1942     MONUMENTED       CGS
 LY0210
 LY0210                          STATION DESCRIPTION
 LY0210
 LY0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0210'2.2 MI SW FROM PINE BUSH.
 LY0210'THIS MARK IS ALONG THE MIDDLETOWN AND CROWFORD BRANCH OF THE ERIE
 LY0210'RAILROAD, ABOUT 2.2 MILES SOUTHWEST OF THE STATION AT PINE BUSH,
 LY0210'ORANGE COUNTY, 100 FEET SOUTHWEST OF A DIRT ROAD CROSSING, 30
 LY0210'FEET SOUTHEAST OF THE CENTER OF THE TRACK, 6 FEET LOWER THAN THE
 LY0210'TRACK, SET IN THE TOP OF AN OUTCROPPING BOULDER IN A PASTURE,
 LY0210'ABOUT MIDWAY BETWEEN THE FIRST TWO POLES SOUTHWEST OF THE
 LY0210'CROSSING, AND IS A STANDARD DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0187 ***********************************************************************
 LY0187  DESIGNATION -  D 255
 LY0187  PID         -  LY0187
 LY0187  STATE/COUNTY-  NY/ULSTER
 LY0187  USGS QUAD   -  CLINTONDALE (1957)
 LY0187
 LY0187                         *CURRENT SURVEY CONTROL
 LY0187  ___________________________________________________________________
 LY0187* NAD 83(1986)-  41 44 49.     (N)    074 05 28.     (W)     SCALED    
 LY0187* NAVD 88     -        59.175  (meters)     194.14   (feet)  ADJUSTED  
 LY0187  ___________________________________________________________________
 LY0187  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LY0187  DYNAMIC HT  -          59.154 (meters)     194.07  (feet)  COMP
 LY0187  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 LY0187
 LY0187  VERT ORDER  -  SECOND    CLASS 0
 LY0187
 LY0187.The horizontal coordinates were scaled from a topographic map and have
 LY0187.an estimated accuracy of +/- 6 seconds.
 LY0187
 LY0187.The orthometric height was determined by differential leveling
 LY0187.and adjusted by the National Geodetic Survey in June 1991..
 LY0187
 LY0187.The geoid height was determined by GEOID03.
 LY0187
 LY0187.The dynamic height is computed by dividing the NAVD 88
 LY0187.geopotential number by the normal gravity value computed on the
 LY0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0187.degrees latitude (g = 980.6199 gals.).
 LY0187
 LY0187.The modeled gravity was interpolated from observed gravity values.
 LY0187
 LY0187;                    North         East    Units  Estimated Accuracy
 LY0187;SPC NY E     -   323,580.      184,010.      MT  (+/- 180 meters Scaled)
 LY0187
 LY0187                          SUPERSEDED SURVEY CONTROL
 LY0187
 LY0187  NGVD 29 (??/??/92)   59.429  (m)          194.98   (f) ADJ UNCH    2 0
 LY0187
 LY0187.Superseded values are not recommended for survey control.
 LY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0187.See file dsdata.txt to determine how the superseded data were derived.
 LY0187
 LY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM755220(NAD 83)
 LY0187_MARKER: DB = BENCH MARK DISK
 LY0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0187_SP_SET: BRIDGE
 LY0187_STAMPING: D 255 1942
 LY0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0187
 LY0187  HISTORY     - Date     Condition        Report By
 LY0187  HISTORY     - 1942     MONUMENTED       CGS
 LY0187  HISTORY     - 1963     GOOD             NGS
 LY0187  HISTORY     - 1987     GOOD             USPSQD
 LY0187  HISTORY     - 1990     GOOD             USPSQD
 LY0187  HISTORY     - 19950727 MARK NOT FOUND   USPSQD
 LY0187  HISTORY     - 19970329 GOOD             USPSQD
 LY0187
 LY0187                          STATION DESCRIPTION
 LY0187
 LY0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0187'AT NEW PALTZ.
 LY0187'THIS MARK IS AT NEW PALTZ, ULSTER COUNTY, SET IN THE TOP OF THE
 LY0187'NORTHWEST WINGWALL OF THE STEEL SPAN BRIDGE OVER THE WALLKILL
 LY0187'RIVER, AND IS A STANDARD DISK SET IN A DRILL HOLE ABOUT 6 INCHES
 LY0187'HIGHER THAN THE PAVEMENT.
 LY0187
 LY0187                          STATION RECOVERY (1963)
 LY0187
 LY0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LY0187'RECOVERED IN GOOD CONDITION.
 LY0187
 LY0187                          STATION RECOVERY (1987)
 LY0187
 LY0187'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY0187'RECOVERED IN GOOD CONDITION.
 LY0187
 LY0187                          STATION RECOVERY (1990)
 LY0187
 LY0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBS)
 LY0187'RECOVERED IN GOOD CONDITION.
 LY0187
 LY0187                          STATION RECOVERY (1995)
 LY0187
 LY0187'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0187'MARK NOT FOUND.
 LY0187
 LY0187                          STATION RECOVERY (1997)
 LY0187
 LY0187'RECOVERY NOTE BY US POWER SQUADRON 1997
 LY0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0175 ***********************************************************************
 LY0175  DESIGNATION -  D 256
 LY0175  PID         -  LY0175
 LY0175  STATE/COUNTY-  NY/ULSTER
 LY0175  USGS QUAD   -  GARDINER (1957)
 LY0175
 LY0175                         *CURRENT SURVEY CONTROL
 LY0175  ___________________________________________________________________
 LY0175* NAD 83(1986)-  41 39 17.     (N)    074 14 29.     (W)     SCALED    
 LY0175* NAVD 88     -       115.176  (meters)     377.87   (feet)  ADJUSTED  
 LY0175  ___________________________________________________________________
 LY0175  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LY0175  DYNAMIC HT  -         115.132 (meters)     377.73  (feet)  COMP
 LY0175  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 LY0175
 LY0175  VERT ORDER  -  SECOND    CLASS 0
 LY0175
 LY0175.The horizontal coordinates were scaled from a topographic map and have
 LY0175.an estimated accuracy of +/- 6 seconds.
 LY0175
 LY0175.The orthometric height was determined by differential leveling
 LY0175.and adjusted by the National Geodetic Survey in June 1991..
 LY0175
 LY0175.The geoid height was determined by GEOID03.
 LY0175
 LY0175.The dynamic height is computed by dividing the NAVD 88
 LY0175.geopotential number by the normal gravity value computed on the
 LY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0175.degrees latitude (g = 980.6199 gals.).
 LY0175
 LY0175.The modeled gravity was interpolated from observed gravity values.
 LY0175
 LY0175;                    North         East    Units  Estimated Accuracy
 LY0175;SPC NY E     -   313,290.      171,540.      MT  (+/- 180 meters Scaled)
 LY0175
 LY0175                          SUPERSEDED SURVEY CONTROL
 LY0175
 LY0175  NGVD 29 (??/??/92)  115.409  (m)          378.64   (f) ADJ UNCH    2 0
 LY0175
 LY0175.Superseded values are not recommended for survey control.
 LY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0175.See file dsdata.txt to determine how the superseded data were derived.
 LY0175
 LY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM631117(NAD 83)
 LY0175_MARKER: DB = BENCH MARK DISK
 LY0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0175_STAMPING: D 256 1942
 LY0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0175+STABILITY: SURFACE MOTION
 LY0175
 LY0175  HISTORY     - Date     Condition        Report By
 LY0175  HISTORY     - 1942     MONUMENTED       CGS
 LY0175  HISTORY     - 20030303 GOOD             INDIV
 LY0175
 LY0175                          STATION DESCRIPTION
 LY0175
 LY0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0175'1.3 MI NE FROM DWAARKILL.
 LY0175'THIS MARK IS ALONG A TAR ROAD, ABOUT 1.3 MILES NORTHEAST OF THE
 LY0175'JUNCTION AT DWAARKILL, ULSTER COUNTY, AT A LARGE 2-STORY
 LY0175'FARMHOUSE, AT THE WEST CORNER OF THE BARN JUST WEST OF THE
 LY0175'HOUSE, 26.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6
 LY0175'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 1 1/2 FEET
 LY0175'NORTHWEST OF A STANDARD REFERENCE POST, AND IS A STANDARD DISK
 LY0175'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 LY0175
 LY0175                          STATION RECOVERY (2003)
 LY0175
 LY0175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PC)
 LY0175'RECOVERED WITH NAD83 41-39-17.19442N 074-14-29.57512W.  STATION
 LY0175'ELEVATION DID NOT BALANCE WITH OTHER STATIONS IN AREA.  I FOUND
 LY0175'ELEVATION TO BE 378.493 FT.  BARN REFERRED TO IN DESCRIPTION IS GONE
 LY0175'AND CONCRETE POST PROJECTS ABOUT 18 INCHES.  MAY HAVE BEEN DISTURBED
 LY0175'- INSTRUMENT TRIMBLE 4600LS FAST STATIC OBSERVED FROM STATIONS N 416,
 LY0175'N 256, G 256 AND X 416.  THIS REPORT WAS SUBMITTED BY PAUL CROCKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0646 ***********************************************************************
 NA0646  DESIGNATION -  D 257
 NA0646  PID         -  NA0646
 NA0646  STATE/COUNTY-  NY/DELAWARE
 NA0646  USGS QUAD   -  MARGARETVILLE (1982)
 NA0646
 NA0646                         *CURRENT SURVEY CONTROL
 NA0646  ___________________________________________________________________
 NA0646* NAD 83(1986)-  42 11 06.     (N)    074 40 15.     (W)     SCALED    
 NA0646* NAVD 88     -       507.875  (meters)    1666.25   (feet)  ADJUSTED  
 NA0646  ___________________________________________________________________
 NA0646  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NA0646  DYNAMIC HT  -         507.689 (meters)    1665.64  (feet)  COMP
 NA0646  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 NA0646
 NA0646  VERT ORDER  -  SECOND    CLASS 0
 NA0646
 NA0646.The horizontal coordinates were scaled from a topographic map and have
 NA0646.an estimated accuracy of +/- 6 seconds.
 NA0646
 NA0646.The orthometric height was determined by differential leveling
 NA0646.and adjusted by the National Geodetic Survey in June 1991..
 NA0646
 NA0646.The geoid height was determined by GEOID03.
 NA0646
 NA0646.The dynamic height is computed by dividing the NAVD 88
 NA0646.geopotential number by the normal gravity value computed on the
 NA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0646.degrees latitude (g = 980.6199 gals.).
 NA0646
 NA0646.The modeled gravity was interpolated from observed gravity values.
 NA0646
 NA0646;                    North         East    Units  Estimated Accuracy
 NA0646;SPC NY E     -   372,160.      135,890.      MT  (+/- 180 meters Scaled)
 NA0646
 NA0646                          SUPERSEDED SURVEY CONTROL
 NA0646
 NA0646  NGVD 29 (??/??/92)  508.041  (m)         1666.80   (f) ADJ UNCH    2 0
 NA0646
 NA0646.Superseded values are not recommended for survey control.
 NA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0646.See file dsdata.txt to determine how the superseded data were derived.
 NA0646
 NA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM271703(NAD 83)
 NA0646_MARKER: DB = BENCH MARK DISK
 NA0646_SETTING: 80 = SET IN A BOULDER
 NA0646_SP_SET: BOULDER
 NA0646_STAMPING: D-257 1942
 NA0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0646+STABILITY: SURFACE MOTION
 NA0646
 NA0646  HISTORY     - Date     Condition        Report By
 NA0646  HISTORY     - 1942     MONUMENTED       CGS
 NA0646
 NA0646                          STATION DESCRIPTION
 NA0646
 NA0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0646'2.0 MI S FROM NEW KINGSTON.
 NA0646'2.0 MILES SOUTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT NEW
 NA0646'KINGSTON, SET IN THE TOP OF A BOULDER, 59 FEET EAST OF THE
 NA0646'CENTER-LINE OF THE ROAD, 38.1 FEET SOUTHEAST OF THE SOUTH END GUARD
 NA0646'RAIL FENCE POST ON THE EAST SIDE OF ROAD, 34.2 FEET NORTHEAST OF A
 NA0646'LARGE FORKED OAK TREE BETWEEN THE ROAD AND THE RIGHT-OF-WAY FENCE,
 NA0646'24.4 FEET EAST OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE ROAD.
 NA0646'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0602 ***********************************************************************
 NA0602  DESIGNATION -  D 258
 NA0602  PID         -  NA0602
 NA0602  STATE/COUNTY-  NY/DELAWARE
 NA0602  USGS QUAD   -  BLOOMVILLE (1981)
 NA0602
 NA0602                         *CURRENT SURVEY CONTROL
 NA0602  ___________________________________________________________________
 NA0602* NAD 83(1986)-  42 15 24.     (N)    074 46 18.     (W)     SCALED    
 NA0602* NAVD 88     -       520.205  (meters)    1706.71   (feet)  ADJUSTED  
 NA0602  ___________________________________________________________________
 NA0602  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 NA0602  DYNAMIC HT  -         520.016 (meters)    1706.09  (feet)  COMP
 NA0602  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 NA0602
 NA0602  VERT ORDER  -  SECOND    CLASS 0
 NA0602
 NA0602.The horizontal coordinates were scaled from a topographic map and have
 NA0602.an estimated accuracy of +/- 6 seconds.
 NA0602
 NA0602.The orthometric height was determined by differential leveling
 NA0602.and adjusted by the National Geodetic Survey in June 1991..
 NA0602
 NA0602.The geoid height was determined by GEOID03.
 NA0602
 NA0602.The dynamic height is computed by dividing the NAVD 88
 NA0602.geopotential number by the normal gravity value computed on the
 NA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0602.degrees latitude (g = 980.6199 gals.).
 NA0602
 NA0602.The modeled gravity was interpolated from observed gravity values.
 NA0602
 NA0602;                    North         East    Units  Estimated Accuracy
 NA0602;SPC NY E     -   380,140.      127,590.      MT  (+/- 180 meters Scaled)
 NA0602
 NA0602                          SUPERSEDED SURVEY CONTROL
 NA0602
 NA0602  NGVD 29 (??/??/92)  520.369  (m)         1707.24   (f) ADJ UNCH    2 0
 NA0602
 NA0602.Superseded values are not recommended for survey control.
 NA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0602.See file dsdata.txt to determine how the superseded data were derived.
 NA0602
 NA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM188783(NAD 83)
 NA0602_MARKER: DB = BENCH MARK DISK
 NA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0602_STAMPING: D-258 1942
 NA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0602+STABILITY: SURFACE MOTION
 NA0602
 NA0602  HISTORY     - Date     Condition        Report By
 NA0602  HISTORY     - 1942     MONUMENTED       CGS
 NA0602
 NA0602                          STATION DESCRIPTION
 NA0602
 NA0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0602'0.8 MI SE FROM BOVINA CENTER.
 NA0602'0.8 MILE SOUTHEAST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA0602'BOVINA CENTER, SET AT THE INTERSECTION OF THE MAIN ROAD AND A SIDE
 NA0602'ROAD LEADING SOUTHWEST, 19 FEET SOUTHEAST OF THE CENTER-LINE OF THE
 NA0602'SIDE ROAD, 18 FEET SOUTHWEST OF THE CENTER-LINE OF THE MAIN ROAD, 14
 NA0602'FEET WEST OF THE WEST CORNER OF THE STEEL BRIDGE, 5 FEET NORTHEAST OF
 NA0602'THE NORTHEAST GATE POST, 1 FOOT NORTHEAST OF A STANDARD REFERENCE
 NA0602'POST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0378 ***********************************************************************
 NA0378  DESIGNATION -  D 259
 NA0378  PID         -  NA0378
 NA0378  STATE/COUNTY-  NY/GREENE
 NA0378  USGS QUAD   -  PRATTSVILLE (1945)
 NA0378
 NA0378                         *CURRENT SURVEY CONTROL
 NA0378  ___________________________________________________________________
 NA0378* NAD 83(1986)-  42 17 20.     (N)    074 24 27.     (W)     SCALED    
 NA0378* NAVD 88     -       371.961  (meters)    1220.34   (feet)  ADJUSTED  
 NA0378  ___________________________________________________________________
 NA0378  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 NA0378  DYNAMIC HT  -         371.832 (meters)    1219.92  (feet)  COMP
 NA0378  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 NA0378
 NA0378  VERT ORDER  -  SECOND    CLASS 0
 NA0378
 NA0378.The horizontal coordinates were scaled from a topographic map and have
 NA0378.an estimated accuracy of +/- 6 seconds.
 NA0378
 NA0378.The orthometric height was determined by differential leveling
 NA0378.and adjusted by the National Geodetic Survey in June 1991..
 NA0378
 NA0378.The geoid height was determined by GEOID03.
 NA0378
 NA0378.The dynamic height is computed by dividing the NAVD 88
 NA0378.geopotential number by the normal gravity value computed on the
 NA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0378.degrees latitude (g = 980.6199 gals.).
 NA0378
 NA0378.The modeled gravity was interpolated from observed gravity values.
 NA0378
 NA0378;                    North         East    Units  Estimated Accuracy
 NA0378;SPC NY E     -   383,690.      157,630.      MT  (+/- 180 meters Scaled)
 NA0378
 NA0378                          SUPERSEDED SURVEY CONTROL
 NA0378
 NA0378  NGVD 29 (??/??/92)  372.150  (m)         1220.96   (f) ADJ UNCH    2 0
 NA0378
 NA0378.Superseded values are not recommended for survey control.
 NA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0378.See file dsdata.txt to determine how the superseded data were derived.
 NA0378
 NA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM488820(NAD 83)
 NA0378_MARKER: DB = BENCH MARK DISK
 NA0378_SETTING: 80 = SET IN A BOULDER
 NA0378_SP_SET: BOULDER
 NA0378_STAMPING: D-259 1942
 NA0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0378+STABILITY: SURFACE MOTION
 NA0378
 NA0378  HISTORY     - Date     Condition        Report By
 NA0378  HISTORY     - 1942     MONUMENTED       CGS
 NA0378
 NA0378                          STATION DESCRIPTION
 NA0378
 NA0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0378'2.3 MI SE FROM PRATTSVILLE.
 NA0378'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 23 A FROM THE SCHOOL AT
 NA0378'PRATTSVILLE, SET IN THE TOP OF A BOULDER, ABOUT 0.1 MILE NORTH OF A
 NA0378'LARGE RED BARN ON THE SOUTHWEST SIDE OF HIGHWAY AND A FARM HOUSE ON
 NA0378'THE NORTHEAST SIDE OF HIGHWAY, 106 FEET NORTHEAST OF THE CENTER-LINE
 NA0378'OF HIGHWAY, 94 FEET NORTHEAST OF POLE NO. 50, 88.5 FEET NORTHEAST OF
 NA0378'THE RIGHT-OF-WAY FENCE, IN LINE WITH A STONE FENCE LEADING NORTHEAST
 NA0378'AND UP THE HILL, ABOUT LEVEL WITH HIGHWAY.  STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0586 ***********************************************************************
 OF0586  DESIGNATION -  D 26
 OF0586  PID         -  OF0586
 OF0586  STATE/COUNTY-  NY/OSWEGO
 OF0586  USGS QUAD   -  OSWEGO WEST (1978)
 OF0586
 OF0586                         *CURRENT SURVEY CONTROL
 OF0586  ___________________________________________________________________
 OF0586* NAD 83(1986)-  43 22 50.     (N)    076 32 43.     (W)     SCALED    
 OF0586* NAVD 88     -       112.638  (meters)     369.55   (feet)  ADJUSTED  
 OF0586  ___________________________________________________________________
 OF0586  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OF0586  DYNAMIC HT  -         112.614 (meters)     369.47  (feet)  COMP
 OF0586  MODELED GRAV-     980,407.1   (mgal)                       NAVD 88
 OF0586
 OF0586  VERT ORDER  -  FIRST     CLASS II
 OF0586
 OF0586.The horizontal coordinates were scaled from a topographic map and have
 OF0586.an estimated accuracy of +/- 6 seconds.
 OF0586
 OF0586.The orthometric height was determined by differential leveling
 OF0586.and adjusted by the National Geodetic Survey in June 1991..
 OF0586
 OF0586.The geoid height was determined by GEOID03.
 OF0586
 OF0586.The dynamic height is computed by dividing the NAVD 88
 OF0586.geopotential number by the normal gravity value computed on the
 OF0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0586.degrees latitude (g = 980.6199 gals.).
 OF0586
 OF0586.The modeled gravity was interpolated from observed gravity values.
 OF0586
 OF0586;                    North         East    Units  Estimated Accuracy
 OF0586;SPC NY C     -   375,450.      253,080.      MT  (+/- 180 meters Scaled)
 OF0586
 OF0586                          SUPERSEDED SURVEY CONTROL
 OF0586
 OF0586  NGVD 29 (??/??/92)  112.838  (m)          370.20   (f) ADJ UNCH    1 2
 OF0586
 OF0586.Superseded values are not recommended for survey control.
 OF0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0586.See file dsdata.txt to determine how the superseded data were derived.
 OF0586
 OF0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP748042(NAD 83)
 OF0586_MARKER: Z = SEE DESCRIPTION
 OF0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0586_SP_SET: RAIL
 OF0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0586
 OF0586  HISTORY     - Date     Condition        Report By
 OF0586  HISTORY     - UNK      MONUMENTED       CGS
 OF0586  HISTORY     - 1942     GOOD             NGS
 OF0586  HISTORY     - 1964     MARK NOT FOUND   NGS
 OF0586
 OF0586                          STATION DESCRIPTION
 OF0586
 OF0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0586'1 1/3 MI S FROM FURNISS.
 OF0586'D 26 -- ABOUT 1-1/3 MILES SOUTH ALONG THE NEW YORK CENTRAL
 OF0586'RAILROAD FROM FURNISS, OSWEGO COUNTY, 1 POLE SOUTH OF A FARM-ROAD
 OF0586'CROSSING, IN FRONT OF MILEPOST P 30, AND 5-1/2 FEET WEST OF THE
 OF0586'WEST RAIL. THE TOP OF A VERTICAL RAIL PROJECTING 7 INCHES ABOVE
 OF0586'GROUND.
 OF0586
 OF0586                          STATION RECOVERY (1964)
 OF0586
 OF0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OF0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0925 ***********************************************************************
 LY0925  DESIGNATION -  D 260 RESET 1963
 LY0925  PID         -  LY0925
 LY0925  STATE/COUNTY-  NY/SULLIVAN
 LY0925  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0925
 LY0925                         *CURRENT SURVEY CONTROL
 LY0925  ___________________________________________________________________
 LY0925* NAD 83(1986)-  41 54 21.     (N)    074 46 19.     (W)     SCALED    
 LY0925* NAVD 88     -       488.03   (+/-2cm)    1601.1    (feet)  VERTCON   
 LY0925  ___________________________________________________________________
 LY0925  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LY0925
 LY0925  VERT ORDER  -  THIRD (See Below)
 LY0925
 LY0925.The horizontal coordinates were scaled from a topographic map and have
 LY0925.an estimated accuracy of +/- 6 seconds.
 LY0925
 LY0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0925.The vertical order pertains to the NGVD 29 superseded value.
 LY0925
 LY0925.The geoid height was determined by GEOID03.
 LY0925
 LY0925;                    North         East    Units  Estimated Accuracy
 LY0925;SPC NY E     -   341,180.      127,440.      MT  (+/- 180 meters Scaled)
 LY0925
 LY0925                          SUPERSEDED SURVEY CONTROL
 LY0925
 LY0925  NGVD 29 (??/??/??)  488.18   (m)         1601.6    (f) RESET       3  
 LY0925
 LY0925.Superseded values are not recommended for survey control.
 LY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0925.See file dsdata.txt to determine how the superseded data were derived.
 LY0925
 LY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM189393(NAD 83)
 LY0925_MARKER: DB = BENCH MARK DISK
 LY0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0925_STAMPING: D 260 RESET 1963
 LY0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0925+STABILITY: SURFACE MOTION
 LY0925
 LY0925  HISTORY     - Date     Condition        Report By
 LY0925  HISTORY     - 1963     MONUMENTED       LOCENG
 LY0925
 LY0925                          STATION DESCRIPTION
 LY0925
 LY0925'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 LY0925'3.5 MI E FROM LIVINGSTON MANOR.
 LY0925'ABOUT 3.5 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL HIGH
 LY0925'SCHOOL AT LIVINGSTON MANOR, SULLIVAN COUNTY, 62 FEET SOUTHEAST
 LY0925'OF POLE NO. NYSE AND G 13, NYT 93, 160 FEET NORTHEASTERLY FROM
 LY0925'A SMALL WELLHOUSE OVER A DRILLED WELL, 31 FEET SOUTHEASTERLY
 LY0925'FROM THE CENTERLINE OF THE ROAD, ABOUT 1 FOOT LOWER THAN THE
 LY0925'ROAD, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0493 ***********************************************************************
 NA0493  DESIGNATION -  D 261
 NA0493  PID         -  NA0493
 NA0493  STATE/COUNTY-  NY/ULSTER
 NA0493  USGS QUAD   -  SHANDAKEN (1978)
 NA0493
 NA0493                         *CURRENT SURVEY CONTROL
 NA0493  ___________________________________________________________________
 NA0493* NAD 83(1986)-  42 01 21.     (N)    074 23 47.     (W)     SCALED    
 NA0493* NAVD 88     -       812.474  (meters)    2665.59   (feet)  ADJUSTED  
 NA0493  ___________________________________________________________________
 NA0493  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 NA0493  DYNAMIC HT  -         812.156 (meters)    2664.55  (feet)  COMP
 NA0493  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 NA0493
 NA0493  VERT ORDER  -  SECOND    CLASS 0
 NA0493
 NA0493.The horizontal coordinates were scaled from a topographic map and have
 NA0493.an estimated accuracy of +/- 6 seconds.
 NA0493
 NA0493.The orthometric height was determined by differential leveling
 NA0493.and adjusted by the National Geodetic Survey in June 1991..
 NA0493
 NA0493.The geoid height was determined by GEOID03.
 NA0493
 NA0493.The dynamic height is computed by dividing the NAVD 88
 NA0493.geopotential number by the normal gravity value computed on the
 NA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0493.degrees latitude (g = 980.6199 gals.).
 NA0493
 NA0493.The modeled gravity was interpolated from observed gravity values.
 NA0493
 NA0493;                    North         East    Units  Estimated Accuracy
 NA0493;SPC NY E     -   354,100.      158,580.      MT  (+/- 180 meters Scaled)
 NA0493
 NA0493                          SUPERSEDED SURVEY CONTROL
 NA0493
 NA0493  NGVD 29 (??/??/92)  812.642  (m)         2666.14   (f) ADJ UNCH    2 0
 NA0493
 NA0493.Superseded values are not recommended for survey control.
 NA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0493.See file dsdata.txt to determine how the superseded data were derived.
 NA0493
 NA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM499524(NAD 83)
 NA0493_MARKER: DB = BENCH MARK DISK
 NA0493_SETTING: 80 = SET IN A BOULDER
 NA0493_SP_SET: BOULDER
 NA0493_STAMPING: D 261 1942
 NA0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0493+STABILITY: SURFACE MOTION
 NA0493
 NA0493  HISTORY     - Date     Condition        Report By
 NA0493  HISTORY     - 1942     MONUMENTED       CGS
 NA0493
 NA0493                          STATION DESCRIPTION
 NA0493
 NA0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0493'6.8 MI NE FROM BRANCH.
 NA0493'6.8 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BRANCH,
 NA0493'ULSTER COUNTY, 1.0 MILE NORTHEAST ALONG THE WOODLAND VALLEY FOOT
 NA0493'TRAIL.  12 FEET NORTHWEST OF THE CENTERLINE OF THE FOOT TRAIL, 2.8
 NA0493'FEET NORTH OF A BLAZED TREE, 22.1 FEET NORTH ACROSS THE TRAIL FROM
 NA0493'ANOTHER BLAZED TREE, IN THE TOP OF A BOULDER, AND LEVEL WITH THE FOOT
 NA0493'TRAIL.  A STANDARD DISK, STAMPED D 261 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0959 ***********************************************************************
 LY0959  DESIGNATION -  D 262
 LY0959  PID         -  LY0959
 LY0959  STATE/COUNTY-  NY/SULLIVAN
 LY0959  USGS QUAD   -  GRAHAMSVILLE (1982)
 LY0959
 LY0959                         *CURRENT SURVEY CONTROL
 LY0959  ___________________________________________________________________
 LY0959* NAD 83(1986)-  41 50 54.     (N)    074 37 00.     (W)     SCALED    
 LY0959* NAVD 88     -       493.266  (meters)    1618.32   (feet)  POSTED    
 LY0959  ___________________________________________________________________
 LY0959  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LY0959  DYNAMIC HT  -         493.070 (meters)    1617.68  (feet)  COMP
 LY0959  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 LY0959
 LY0959  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0959
 LY0959.The horizontal coordinates were scaled from a topographic map and have
 LY0959.an estimated accuracy of +/- 6 seconds.
 LY0959
 LY0959.The orthometric height was determined by differential leveling
 LY0959.and adjusted by the National Geodetic Survey in 1992..
 LY0959.No vertical observational check was made to the station.
 LY0959.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0959.was located on a no-check spur therefore a value was not computed.
 LY0959
 LY0959.The geoid height was determined by GEOID03.
 LY0959
 LY0959.The dynamic height is computed by dividing the NAVD 88
 LY0959.geopotential number by the normal gravity value computed on the
 LY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0959.degrees latitude (g = 980.6199 gals.).
 LY0959
 LY0959.The modeled gravity was interpolated from observed gravity values.
 LY0959
 LY0959;                    North         East    Units  Estimated Accuracy
 LY0959;SPC NY E     -   334,760.      140,310.      MT  (+/- 180 meters Scaled)
 LY0959
 LY0959                          SUPERSEDED SURVEY CONTROL
 LY0959
 LY0959  NGVD 29 (??/??/92)  493.438  (m)         1618.89   (f) ADJ UNCH    2 0
 LY0959
 LY0959.Superseded values are not recommended for survey control.
 LY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0959.See file dsdata.txt to determine how the superseded data were derived.
 LY0959
 LY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM318330(NAD 83)
 LY0959_MARKER: DB = BENCH MARK DISK
 LY0959_SETTING: 80 = SET IN A BOULDER
 LY0959_SP_SET: BOULDER
 LY0959_STAMPING: D 262 1942
 LY0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0959+STABILITY: SURFACE MOTION
 LY0959
 LY0959  HISTORY     - Date     Condition        Report By
 LY0959  HISTORY     - 1942     MONUMENTED       CGS
 LY0959
 LY0959                          STATION DESCRIPTION
 LY0959
 LY0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0959'2.1 MI W FROM CURRY.
 LY0959'2.1 MILES WEST ALONG STATE HIGHWAY 55 FROM THE T-JUNCTION OF A
 LY0959'MACADAM ROAD AT CURRY, SULLIVAN COUNTY, 325 FEET SOUTHEAST ACROSS
 LY0959'THE HIGHWAY FROM THE SOUTHEAST CORNER OF A 1-STORY BRICK HOUSE,
 LY0959'68 FEET NORTH OF POLE M-7090, 28.9 FEET SOUTH OF THE CENTERLINE
 LY0959'OF THE HIGHWAY, 34.8 FEET EAST OF A 26-INCH MAPLE TREE, IN THE
 LY0959'TOP OF A BOULDER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 LY0959'STAMPED D 262 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0952 ***********************************************************************
 NA0952  DESIGNATION -  D 263
 NA0952  PID         -  NA0952
 NA0952  STATE/COUNTY-  NY/OTSEGO
 NA0952  USGS QUAD   -  SCHENEVUS (1994)
 NA0952
 NA0952                         *CURRENT SURVEY CONTROL
 NA0952  ___________________________________________________________________
 NA0952* NAD 83(1986)-  42 30 57.     (N)    074 47 12.     (W)     SCALED    
 NA0952* NAVD 88     -       528.260  (meters)    1733.13   (feet)  ADJUSTED  
 NA0952  ___________________________________________________________________
 NA0952  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 NA0952  DYNAMIC HT  -         528.066 (meters)    1732.50  (feet)  COMP
 NA0952  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 NA0952
 NA0952  VERT ORDER  -  SECOND    CLASS 0
 NA0952
 NA0952.The horizontal coordinates were scaled from a topographic map and have
 NA0952.an estimated accuracy of +/- 6 seconds.
 NA0952
 NA0952.The orthometric height was determined by differential leveling
 NA0952.and adjusted by the National Geodetic Survey in June 1991..
 NA0952
 NA0952.The geoid height was determined by GEOID03.
 NA0952
 NA0952.The dynamic height is computed by dividing the NAVD 88
 NA0952.geopotential number by the normal gravity value computed on the
 NA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0952.degrees latitude (g = 980.6199 gals.).
 NA0952
 NA0952.The modeled gravity was interpolated from observed gravity values.
 NA0952
 NA0952;                    North         East    Units  Estimated Accuracy
 NA0952;SPC NY E     -   408,930.      126,450.      MT  (+/- 180 meters Scaled)
 NA0952
 NA0952                          SUPERSEDED SURVEY CONTROL
 NA0952
 NA0952  NGVD 29 (??/??/92)  528.375  (m)         1733.51   (f) ADJ UNCH    2 0
 NA0952
 NA0952.Superseded values are not recommended for survey control.
 NA0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0952.See file dsdata.txt to determine how the superseded data were derived.
 NA0952
 NA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN175070(NAD 83)
 NA0952_MARKER: DB = BENCH MARK DISK
 NA0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0952_SP_SET: CULVERT
 NA0952_STAMPING: D 263 1942
 NA0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0952
 NA0952  HISTORY     - Date     Condition        Report By
 NA0952  HISTORY     - 1942     MONUMENTED       CGS
 NA0952
 NA0952                          STATION DESCRIPTION
 NA0952
 NA0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0952'3.9 MI SE FROM SCHENEVUS.
 NA0952'0.1 MILE EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0952'AT SCHENEVUS, THENCE 1.5 MILES SOUTH ALONG A BLACK TOP ROAD, THENCE
 NA0952'2.3 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT AN 18-INCH PIPE CULVERT.
 NA0952'A STANDARD DISK, SET IN THE TOP OF THE EAST CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0544 ***********************************************************************
 NA0544  DESIGNATION -  D 264
 NA0544  PID         -  NA0544
 NA0544  STATE/COUNTY-  NY/SCHOHARIE
 NA0544  USGS QUAD   -  STAMFORD (1982)
 NA0544
 NA0544                         *CURRENT SURVEY CONTROL
 NA0544  ___________________________________________________________________
 NA0544* NAD 83(1986)-  42 28 26.     (N)    074 30 01.     (W)     SCALED    
 NA0544* NAVD 88     -       421.609  (meters)    1383.23   (feet)  ADJUSTED  
 NA0544  ___________________________________________________________________
 NA0544  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 NA0544  DYNAMIC HT  -         421.462 (meters)    1382.75  (feet)  COMP
 NA0544  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NA0544
 NA0544  VERT ORDER  -  SECOND    CLASS 0
 NA0544
 NA0544.The horizontal coordinates were scaled from a topographic map and have
 NA0544.an estimated accuracy of +/- 6 seconds.
 NA0544
 NA0544.The orthometric height was determined by differential leveling
 NA0544.and adjusted by the National Geodetic Survey in June 1991..
 NA0544
 NA0544.The geoid height was determined by GEOID03.
 NA0544
 NA0544.The dynamic height is computed by dividing the NAVD 88
 NA0544.geopotential number by the normal gravity value computed on the
 NA0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0544.degrees latitude (g = 980.6199 gals.).
 NA0544
 NA0544.The modeled gravity was interpolated from observed gravity values.
 NA0544
 NA0544;                    North         East    Units  Estimated Accuracy
 NA0544;SPC NY E     -   404,230.      149,980.      MT  (+/- 180 meters Scaled)
 NA0544
 NA0544                          SUPERSEDED SURVEY CONTROL
 NA0544
 NA0544  NGVD 29 (??/??/92)  421.747  (m)         1383.68   (f) ADJ UNCH    2 0
 NA0544
 NA0544.Superseded values are not recommended for survey control.
 NA0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0544.See file dsdata.txt to determine how the superseded data were derived.
 NA0544
 NA0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN410025(NAD 83)
 NA0544_MARKER: DB = BENCH MARK DISK
 NA0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0544_STAMPING: D 264 1942
 NA0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0544+STABILITY: SURFACE MOTION
 NA0544
 NA0544  HISTORY     - Date     Condition        Report By
 NA0544  HISTORY     - 1942     MONUMENTED       CGS
 NA0544
 NA0544                          STATION DESCRIPTION
 NA0544
 NA0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0544'3.3 MI W FROM NORTH BLENHEIM.
 NA0544'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 30 FROM THE STEEL BRIDGE
 NA0544'OVER SCHOHARIE CREEK AT NORTH BLENHEIM, THENCE 2.0 MILES WEST ALONG A
 NA0544'BLACK TOP ROAD, ABOUT 300 FEET WEST OF A CRUSHED STONE STOCK-PILING
 NA0544'AREA, ABOUT 200 FEET SOUTH OF A LARGE COW BARN, 30 FEET NORTH OF THE
 NA0544'CENTER LINE OF THE ROAD, 20 FEET EAST OF AN 8-INCH ELM TREE USED AS A
 NA0544'FENCE CORNER POST, 4.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1
 NA0544'1/2 FEET WEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN
 NA0544'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0115 ***********************************************************************
 NA0115  DESIGNATION -  D 265
 NA0115  PID         -  NA0115
 NA0115  STATE/COUNTY-  NY/SCHOHARIE
 NA0115  USGS QUAD   -  SUMMIT (1994)
 NA0115
 NA0115                         *CURRENT SURVEY CONTROL
 NA0115  ___________________________________________________________________
 NA0115* NAD 83(1986)-  42 36 19.     (N)    074 30 31.     (W)     SCALED    
 NA0115* NAVD 88     -       590.053  (meters)    1935.87   (feet)  ADJUSTED  
 NA0115  ___________________________________________________________________
 NA0115  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 NA0115  DYNAMIC HT  -         589.840 (meters)    1935.17  (feet)  COMP
 NA0115  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 NA0115
 NA0115  VERT ORDER  -  SECOND    CLASS 0
 NA0115
 NA0115.The horizontal coordinates were scaled from a topographic map and have
 NA0115.an estimated accuracy of +/- 6 seconds.
 NA0115
 NA0115.The orthometric height was determined by differential leveling
 NA0115.and adjusted by the National Geodetic Survey in June 1991..
 NA0115
 NA0115.The geoid height was determined by GEOID03.
 NA0115
 NA0115.The dynamic height is computed by dividing the NAVD 88
 NA0115.geopotential number by the normal gravity value computed on the
 NA0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0115.degrees latitude (g = 980.6199 gals.).
 NA0115
 NA0115.The modeled gravity was interpolated from observed gravity values.
 NA0115
 NA0115;                    North         East    Units  Estimated Accuracy
 NA0115;SPC NY E     -   418,830.      149,290.      MT  (+/- 180 meters Scaled)
 NA0115
 NA0115                          SUPERSEDED SURVEY CONTROL
 NA0115
 NA0115  NGVD 29 (??/??/92)  590.170  (m)         1936.25   (f) ADJ UNCH    2 0
 NA0115
 NA0115.Superseded values are not recommended for survey control.
 NA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0115.See file dsdata.txt to determine how the superseded data were derived.
 NA0115
 NA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN403171(NAD 83)
 NA0115_MARKER: DB = BENCH MARK DISK
 NA0115_SETTING: 80 = SET IN A BOULDER
 NA0115_SP_SET: BOULDER
 NA0115_STAMPING: D 265 1942
 NA0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0115+STABILITY: SURFACE MOTION
 NA0115
 NA0115  HISTORY     - Date     Condition        Report By
 NA0115  HISTORY     - 1942     MONUMENTED       CGS
 NA0115
 NA0115                          STATION DESCRIPTION
 NA0115
 NA0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0115'4.8 MI SE FROM RICHMONDVILLE.
 NA0115'1.6 MILES NORTHEAST ALONG STATE HIGHWAY NO. 7 FROM THE POST OFFICE AT
 NA0115'RICHMONDVILLE, THENCE 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD,
 NA0115'THENCE 3.0 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT A T INTERSECTION
 NA0115'OF 2 GRAVEL ROADS, 76 FEET WEST OF THE NORTH-BOUND ROAD, AND 68
 NA0115'FEET NORTHWEST OF THE SOUTHWEST-BOUND ROAD.  A STANDARD DISK, SET IN
 NA0115'THE TOP OF A LARGE OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0329 ***********************************************************************
 NA0329  DESIGNATION -  D 266
 NA0329  PID         -  NA0329
 NA0329  STATE/COUNTY-  NY/GREENE
 NA0329  USGS QUAD   -  ASHLAND (1980)
 NA0329
 NA0329                         *CURRENT SURVEY CONTROL
 NA0329  ___________________________________________________________________
 NA0329* NAD 83(1986)-  42 20 14.     (N)    074 17 47.     (W)     SCALED    
 NA0329* NAVD 88     -       580.323  (meters)    1903.94   (feet)  ADJUSTED  
 NA0329  ___________________________________________________________________
 NA0329  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 NA0329  DYNAMIC HT  -         580.109 (meters)    1903.24  (feet)  COMP
 NA0329  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 NA0329
 NA0329  VERT ORDER  -  SECOND    CLASS 0
 NA0329
 NA0329.The horizontal coordinates were scaled from a topographic map and have
 NA0329.an estimated accuracy of +/- 6 seconds.
 NA0329
 NA0329.The orthometric height was determined by differential leveling
 NA0329.and adjusted by the National Geodetic Survey in June 1991..
 NA0329
 NA0329.The geoid height was determined by GEOID03.
 NA0329
 NA0329.The dynamic height is computed by dividing the NAVD 88
 NA0329.geopotential number by the normal gravity value computed on the
 NA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0329.degrees latitude (g = 980.6199 gals.).
 NA0329
 NA0329.The modeled gravity was interpolated from observed gravity values.
 NA0329
 NA0329;                    North         East    Units  Estimated Accuracy
 NA0329;SPC NY E     -   389,070.      166,780.      MT  (+/- 180 meters Scaled)
 NA0329
 NA0329                          SUPERSEDED SURVEY CONTROL
 NA0329
 NA0329  NGVD 29 (??/??/92)  580.488  (m)         1904.48   (f) ADJ UNCH    2 0
 NA0329
 NA0329.Superseded values are not recommended for survey control.
 NA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0329.See file dsdata.txt to determine how the superseded data were derived.
 NA0329
 NA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM579874(NAD 83)
 NA0329_MARKER: DB = BENCH MARK DISK
 NA0329_SETTING: 80 = SET IN A BOULDER
 NA0329_SP_SET: BOULDER
 NA0329_STAMPING: D 266 1942
 NA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0329+STABILITY: SURFACE MOTION
 NA0329
 NA0329  HISTORY     - Date     Condition        Report By
 NA0329  HISTORY     - 1942     MONUMENTED       CGS
 NA0329
 NA0329                          STATION DESCRIPTION
 NA0329
 NA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0329'5.3 MI NW FROM WINDHAM.
 NA0329'ABOUT 2.1 MILES NORTHWEST ALONG HIGHWAY NO. 23 FROM THE POST OFFICE
 NA0329'AT WINDHAM, THENCE ABOUT 3.2 MILES NORTH ALONG NORTH SETTLEMENT ROAD,
 NA0329'80 FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION OF A DIRT CROSS
 NA0329'ROAD, ABOUT 250 FEET SOUTHWEST OF A FRAME CHURCH ON A HILL, ABOUT 165
 NA0329'FEET SOUTHWEST OF A LARGE FRAME HOUSE, 40 FEET SOUTH OF THE CENTER
 NA0329'LINE OF THE SURFACED ROAD, A DISK SET IN THE TOP OF A LARGE BOULDER
 NA0329'IN THE NORTHWEST CORNER OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0729 ***********************************************************************
 MZ0729  DESIGNATION -  D 267
 MZ0729  PID         -  MZ0729
 MZ0729  STATE/COUNTY-  NY/GREENE
 MZ0729  USGS QUAD   -  ALCOVE (1980)
 MZ0729
 MZ0729                         *CURRENT SURVEY CONTROL
 MZ0729  ___________________________________________________________________
 MZ0729* NAD 83(1986)-  42 24 47.     (N)    073 57 17.     (W)     SCALED    
 MZ0729* NAVD 88     -       192.602  (meters)     631.90   (feet)  ADJUSTED  
 MZ0729  ___________________________________________________________________
 MZ0729  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MZ0729  DYNAMIC HT  -         192.539 (meters)     631.69  (feet)  COMP
 MZ0729  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 MZ0729
 MZ0729  VERT ORDER  -  SECOND    CLASS 0
 MZ0729
 MZ0729.The horizontal coordinates were scaled from a topographic map and have
 MZ0729.an estimated accuracy of +/- 6 seconds.
 MZ0729
 MZ0729.The orthometric height was determined by differential leveling
 MZ0729.and adjusted by the National Geodetic Survey in June 1991..
 MZ0729
 MZ0729.The geoid height was determined by GEOID03.
 MZ0729
 MZ0729.The dynamic height is computed by dividing the NAVD 88
 MZ0729.geopotential number by the normal gravity value computed on the
 MZ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0729.degrees latitude (g = 980.6199 gals.).
 MZ0729
 MZ0729.The modeled gravity was interpolated from observed gravity values.
 MZ0729
 MZ0729;                    North         East    Units  Estimated Accuracy
 MZ0729;SPC NY E     -   397,620.      194,880.      MT  (+/- 180 meters Scaled)
 MZ0729
 MZ0729                          SUPERSEDED SURVEY CONTROL
 MZ0729
 MZ0729  NGVD 29 (??/??/92)  192.820  (m)          632.61   (f) ADJ UNCH    2 0
 MZ0729
 MZ0729.Superseded values are not recommended for survey control.
 MZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0729.See file dsdata.txt to determine how the superseded data were derived.
 MZ0729
 MZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM860961(NAD 83)
 MZ0729_MARKER: DB = BENCH MARK DISK
 MZ0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0729_SP_SET: BRIDGE
 MZ0729_STAMPING: D 267 1942
 MZ0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0729
 MZ0729  HISTORY     - Date     Condition        Report By
 MZ0729  HISTORY     - 1942     MONUMENTED       CGS
 MZ0729
 MZ0729                          STATION DESCRIPTION
 MZ0729
 MZ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0729'3.4 MI E FROM GREENVILLE.
 MZ0729'ABOUT 3.4 MILES EAST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 MZ0729'GREENVILLE, 80 FEET SOUTH OF A 2-STORY FRAME FARM HOUSE, 72 FEET
 MZ0729'NORTHEAST OF THE NORTHEAST CORNER OF A SHED, A U.S.C. AND G.S. DISK
 MZ0729'SET IN THE TOP OF THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER A
 MZ0729'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0271 ***********************************************************************
 NA0271  DESIGNATION -  D 268
 NA0271  PID         -  NA0271
 NA0271  STATE/COUNTY-  NY/SCHOHARIE
 NA0271  USGS QUAD   -  LIVINGSTONVILLE (1980)
 NA0271
 NA0271                         *CURRENT SURVEY CONTROL
 NA0271  ___________________________________________________________________
 NA0271* NAD 83(1986)-  42 28 36.     (N)    074 21 57.     (W)     SCALED    
 NA0271* NAVD 88     -       586.088  (meters)    1922.86   (feet)  ADJUSTED  
 NA0271  ___________________________________________________________________
 NA0271  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 NA0271  DYNAMIC HT  -         585.874 (meters)    1922.15  (feet)  COMP
 NA0271  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 NA0271
 NA0271  VERT ORDER  -  SECOND    CLASS 0
 NA0271
 NA0271.The horizontal coordinates were scaled from a topographic map and have
 NA0271.an estimated accuracy of +/- 6 seconds.
 NA0271
 NA0271.The orthometric height was determined by differential leveling
 NA0271.and adjusted by the National Geodetic Survey in June 1991..
 NA0271
 NA0271.The geoid height was determined by GEOID03.
 NA0271
 NA0271.The dynamic height is computed by dividing the NAVD 88
 NA0271.geopotential number by the normal gravity value computed on the
 NA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0271.degrees latitude (g = 980.6199 gals.).
 NA0271
 NA0271.The modeled gravity was interpolated from observed gravity values.
 NA0271
 NA0271;                    North         East    Units  Estimated Accuracy
 NA0271;SPC NY E     -   404,550.      161,030.      MT  (+/- 180 meters Scaled)
 NA0271
 NA0271                          SUPERSEDED SURVEY CONTROL
 NA0271
 NA0271  NGVD 29 (??/??/92)  586.224  (m)         1923.30   (f) ADJ UNCH    2 0
 NA0271
 NA0271.Superseded values are not recommended for survey control.
 NA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0271.See file dsdata.txt to determine how the superseded data were derived.
 NA0271
 NA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN521028(NAD 83)
 NA0271_MARKER: DB = BENCH MARK DISK
 NA0271_SETTING: 66 = SET IN ROCK OUTCROP
 NA0271_SP_SET: ROCK OUTCROP
 NA0271_STAMPING: D 268 1942
 NA0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0271+STABILITY: POSITION/ELEVATION WELL
 NA0271
 NA0271  HISTORY     - Date     Condition        Report By
 NA0271  HISTORY     - 1942     MONUMENTED       CGS
 NA0271
 NA0271                          STATION DESCRIPTION
 NA0271
 NA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0271'5.2 MI E FROM NORTH BLENHEIM.
 NA0271'ABOUT 5.2 MILES EAST ALONG A MOUNTAIN ROAD FROM THE SCHOHARIE CREEK
 NA0271'BRIDGE AT NORTH BLENHEIM, 95 FEET SOUTHWEST OF A 15-INCH MAPLE
 NA0271'TREE WITH A TRIANGLE BLAZE, 88 FEET SOUTH OF THE CENTER LINE OF THE
 NA0271'ROAD, A U.S.C. AND G.S. DISK SET IN A ROCK OUTCROP IN THE PASTURE
 NA0271'OF THE WM. STRELLA FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0899 ***********************************************************************
 LY0899  DESIGNATION -  D 269
 LY0899  PID         -  LY0899
 LY0899  STATE/COUNTY-  NY/DELAWARE
 LY0899  USGS QUAD   -  ROSCOE (1982)
 LY0899
 LY0899                         *CURRENT SURVEY CONTROL
 LY0899  ___________________________________________________________________
 LY0899* NAD 83(1986)-  41 57 34.     (N)    074 54 30.     (W)     SCALED    
 LY0899* NAVD 88     -       402.697  (meters)    1321.18   (feet)  POSTED    
 LY0899  ___________________________________________________________________
 LY0899  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LY0899  DYNAMIC HT  -         402.550 (meters)    1320.70  (feet)  COMP
 LY0899  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 LY0899
 LY0899  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0899
 LY0899.The horizontal coordinates were scaled from a topographic map and have
 LY0899.an estimated accuracy of +/- 6 seconds.
 LY0899
 LY0899.The orthometric height was determined by differential leveling
 LY0899.and adjusted by the National Geodetic Survey in 1992..
 LY0899.No vertical observational check was made to the station.
 LY0899.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0899.was located on a no-check spur therefore a value was not computed.
 LY0899
 LY0899.The geoid height was determined by GEOID03.
 LY0899
 LY0899.The dynamic height is computed by dividing the NAVD 88
 LY0899.geopotential number by the normal gravity value computed on the
 LY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0899.degrees latitude (g = 980.6199 gals.).
 LY0899
 LY0899.The modeled gravity was interpolated from observed gravity values.
 LY0899
 LY0899;                    North         East    Units  Estimated Accuracy
 LY0899;SPC NY E     -   347,180.      116,150.      MT  (+/- 180 meters Scaled)
 LY0899
 LY0899                          SUPERSEDED SURVEY CONTROL
 LY0899
 LY0899  NGVD 29 (??/??/92)  402.853  (m)         1321.69   (f) ADJ UNCH    2 0
 LY0899
 LY0899.Superseded values are not recommended for survey control.
 LY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0899.See file dsdata.txt to determine how the superseded data were derived.
 LY0899
 LY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM075452(NAD 83)
 LY0899_MARKER: DB = BENCH MARK DISK
 LY0899_SETTING: 80 = SET IN A BOULDER
 LY0899_SP_SET: BOULDER
 LY0899_STAMPING: D 269 1942
 LY0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0899+STABILITY: SURFACE MOTION
 LY0899
 LY0899  HISTORY     - Date     Condition        Report By
 LY0899  HISTORY     - 1942     MONUMENTED       CGS
 LY0899
 LY0899                          STATION DESCRIPTION
 LY0899
 LY0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0899'1.7 MI N FROM ROSCOE.
 LY0899'IN DELAWARE COUNTY, 1.7 MILES NORTH ALONG A MACADAM ROAD FROM
 LY0899'THE JUNCTION OF STATE HIGHWAY 17 AT ROSCOE, SULLIVAN COUNTY, 64
 LY0899'FEET SOUTHEAST ACROSS THE ROAD FROM POLE NYSE-N-1115, 27 FEET
 LY0899'EAST OF THE CENTERLINE OF THE ROAD, 19.9 FEET NORTHEAST OF A
 LY0899'26-INCH MAPLE TREE, IN THE TOP OF A BOULDER, AND 4 FEET HIGHER
 LY0899'THAN THE ROAD.  A STANDARD DISK, STAMPED D 269 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0668 ***********************************************************************
 PG0668  DESIGNATION -  D 27
 PG0668  PID         -  PG0668
 PG0668  STATE/COUNTY-  NY/ESSEX
 PG0668  USGS QUAD   -  
 PG0668
 PG0668                         *CURRENT SURVEY CONTROL
 PG0668  ___________________________________________________________________
 PG0668* NAD 83(1986)-  44 07 02.     (N)    073 26 20.     (W)     SCALED    
 PG0668* NAVD 88     -        55.418  (meters)     181.82   (feet)  ADJUSTED  
 PG0668  ___________________________________________________________________
 PG0668  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PG0668  DYNAMIC HT  -          55.410 (meters)     181.79  (feet)  COMP
 PG0668  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 PG0668
 PG0668  VERT ORDER  -  FIRST     CLASS I
 PG0668
 PG0668.The horizontal coordinates were scaled from a topographic map and have
 PG0668.an estimated accuracy of +/- 6 seconds.
 PG0668
 PG0668.The orthometric height was determined by differential leveling
 PG0668.and adjusted by the National Geodetic Survey in June 1991..
 PG0668
 PG0668.The geoid height was determined by GEOID03.
 PG0668
 PG0668.The dynamic height is computed by dividing the NAVD 88
 PG0668.geopotential number by the normal gravity value computed on the
 PG0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0668.degrees latitude (g = 980.6199 gals.).
 PG0668
 PG0668.The modeled gravity was interpolated from observed gravity values.
 PG0668
 PG0668;                    North         East    Units  Estimated Accuracy
 PG0668;SPC NY E     -   587,330.      234,930.      MT  (+/- 180 meters Scaled)
 PG0668
 PG0668                          SUPERSEDED SURVEY CONTROL
 PG0668
 PG0668  NGVD 29 (??/??/??)   55.599  (m)          182.41   (f) ADJUSTED    1 1
 PG0668
 PG0668.Superseded values are not recommended for survey control.
 PG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0668.See file dsdata.txt to determine how the superseded data were derived.
 PG0668
 PG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP249860(NAD 83)
 PG0668_MARKER: DB = BENCH MARK DISK
 PG0668_SETTING: 80 = SET IN A BOULDER
 PG0668_SP_SET: BOULDER
 PG0668_STAMPING: D 27 1916
 PG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0668+STABILITY: SURFACE MOTION
 PG0668
 PG0668  HISTORY     - Date     Condition        Report By
 PG0668  HISTORY     - 1916     MONUMENTED       CGS
 PG0668  HISTORY     - 1973     GOOD             NGS
 PG0668
 PG0668                          STATION DESCRIPTION
 PG0668
 PG0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0668'5.8 MI N FROM PORT HENRY.
 PG0668'ABOUT 5.8 MILES NORTH ALONG DELAWARE AND HUDSON RAILROAD FROM THE
 PG0668'STATION AT PORT HENRY.  ALSO, ABOUT 5.3 MILES SOUTH OF STATE HIGHWAY
 PG0668'9N UNDERPASS AT WESTPORT, ABOUT 0.5 MILE NORTHWEST OF RAILROAD
 PG0668'OVERPASS OVER STATE HIGHWAY 22, 19 1/2 TELEPHONE POLES NORTHWEST OF
 PG0668'MILEPOST A 122-RP-69, 61 FEET SOUTHEAST OF TELEPHONE POLE 122/20, 65
 PG0668'FEET EAST-SOUTHEAST OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT,
 PG0668'35 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 13.5 FEET SOUTHWEST OF A
 PG0668'FENCE, 2 FEET BELOW LEVEL OF THE TRACK AND SET IN TOP OF A 2 1/2 BY 3
 PG0668'1/2 FT. BOULDER AND PROJECTING 1 FOOT ABOVE GROUND.  NOTE--MARK
 PG0668'APPEARED UNSTABLE IN 1955 REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0669 ***********************************************************************
 PG0669  DESIGNATION -  D 27 RESET
 PG0669  PID         -  PG0669
 PG0669  STATE/COUNTY-  NY/ESSEX
 PG0669  USGS QUAD   -  
 PG0669
 PG0669                         *CURRENT SURVEY CONTROL
 PG0669  ___________________________________________________________________
 PG0669* NAD 83(1986)-  44 07 02.     (N)    073 26 20.     (W)     SCALED    
 PG0669* NAVD 88     -        55.42   (+/-2cm)     181.8    (feet)  VERTCON   
 PG0669  ___________________________________________________________________
 PG0669  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PG0669
 PG0669  VERT ORDER  -  ? (See Below)
 PG0669
 PG0669.The horizontal coordinates were scaled from a topographic map and have
 PG0669.an estimated accuracy of +/- 6 seconds.
 PG0669
 PG0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG0669.The vertical order pertains to the NGVD 29 superseded value.
 PG0669
 PG0669.The geoid height was determined by GEOID03.
 PG0669
 PG0669;                    North         East    Units  Estimated Accuracy
 PG0669;SPC NY E     -   587,330.      234,930.      MT  (+/- 180 meters Scaled)
 PG0669
 PG0669                          SUPERSEDED SURVEY CONTROL
 PG0669
 PG0669  NGVD 29 (??/??/??)   55.599  (m)          182.41   (f) ADJUSTED    ?  
 PG0669
 PG0669.Superseded values are not recommended for survey control.
 PG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0669.See file dsdata.txt to determine how the superseded data were derived.
 PG0669
 PG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP249860(NAD 83)
 PG0669_MARKER: DB = BENCH MARK DISK
 PG0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0669_SP_SET: CULVERT
 PG0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0669
 PG0669  HISTORY     - Date     Condition        Report By
 PG0669  HISTORY     - UNK      MONUMENTED       CGS
 PG0669  HISTORY     - 1975     GOOD             USGS
 PG0669
 PG0669                          STATION DESCRIPTION
 PG0669
 PG0669'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 PG0669'5.8 MI N FROM PORT HENRY.
 PG0669'ABOUT 5.8 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0669'STATION AT PORT HENRY, ESSEX COUNTY, ABOUT 5.3 MILES SOUTH OF THE
 PG0669'STATION AT WESTPORT, ABOUT 0.5 MILE NORTHWEST OF RAILROAD OVERPASS
 PG0669'OVER STATE HIGHWAY 22.  IN THE TOP OF A LIMESTONE BOULDER EXPOSED
 PG0669'ABOUT 3 1/2 BY 2 1/2 FEET AND PROJECTING 1 FOOT, 35 1/2 FEET NORTHEAST
 PG0669'OF NORTHEAST RAIL, 65 FEET EAST OF NORTHEAST END OF AN 18-INCH PIPE
 PG0669'CULVERT UNDER TRACK, 61 FEET SOUTHEAST OF TELEPHONE POLE NO. 122/20,
 PG0669'13 FEET SOUTHWEST OF A FENCE LINE, AND ABOUT 1 FOOT ABOVE LEVEL OF
 PG0669'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0737 ***********************************************************************
 NA0737  DESIGNATION -  D 270
 NA0737  PID         -  NA0737
 NA0737  STATE/COUNTY-  NY/DELAWARE
 NA0737  USGS QUAD   -  ARENA (1982)
 NA0737
 NA0737                         *CURRENT SURVEY CONTROL
 NA0737  ___________________________________________________________________
 NA0737* NAD 83(1986)-  42 06 07.     (N)    074 43 29.     (W)     SCALED    
 NA0737* NAVD 88     -       406.476  (meters)    1333.58   (feet)  ADJUSTED  
 NA0737  ___________________________________________________________________
 NA0737  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 NA0737  DYNAMIC HT  -         406.331 (meters)    1333.10  (feet)  COMP
 NA0737  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 NA0737
 NA0737  VERT ORDER  -  SECOND    CLASS 0
 NA0737
 NA0737.The horizontal coordinates were scaled from a topographic map and have
 NA0737.an estimated accuracy of +/- 6 seconds.
 NA0737
 NA0737.The orthometric height was determined by differential leveling
 NA0737.and adjusted by the National Geodetic Survey in June 1991..
 NA0737
 NA0737.The geoid height was determined by GEOID03.
 NA0737
 NA0737.The dynamic height is computed by dividing the NAVD 88
 NA0737.geopotential number by the normal gravity value computed on the
 NA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0737.degrees latitude (g = 980.6199 gals.).
 NA0737
 NA0737.The modeled gravity was interpolated from observed gravity values.
 NA0737
 NA0737;                    North         East    Units  Estimated Accuracy
 NA0737;SPC NY E     -   362,950.      131,410.      MT  (+/- 180 meters Scaled)
 NA0737
 NA0737                          SUPERSEDED SURVEY CONTROL
 NA0737
 NA0737  NGVD 29 (??/??/92)  406.654  (m)         1334.16   (f) ADJ UNCH    2 0
 NA0737
 NA0737.Superseded values are not recommended for survey control.
 NA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0737.See file dsdata.txt to determine how the superseded data were derived.
 NA0737
 NA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM227611(NAD 83)
 NA0737_MARKER: DB = BENCH MARK DISK
 NA0737_SETTING: 0 = UNSPECIFIED SETTING
 NA0737_STAMPING: D 270 1942
 NA0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0737
 NA0737  HISTORY     - Date     Condition        Report By
 NA0737  HISTORY     - 1942     MONUMENTED       CGS
 NA0737
 NA0737                          STATION DESCRIPTION
 NA0737
 NA0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0737'1.2 MI SE FROM ARENA.
 NA0737'1.2 MILES SOUTHEAST ALONG A MACADAM ROAD FROM THE DELAWARE AND
 NA0737'NORTHERN RAILROAD STATION AT ARENA, DELAWARE COUNTY, 1/4 MILE
 NA0737'SOUTHEAST OF A 2-STORY WHITE HOUSE, 500 FEET NORTHWEST ACROSS THE
 NA0737'ROAD FROM AN UNPAINTED BARN, 17 FEET SOUTHWEST OF THE CENTERLINE OF
 NA0737'THE ROAD, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 NA0737'D 270 1942 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0030 ***********************************************************************
 LY0030  DESIGNATION -  D 271
 LY0030  PID         -  LY0030
 LY0030  STATE/COUNTY-  NY/ULSTER
 LY0030  USGS QUAD   -  RONDOUT RESERVOIR (1978)
 LY0030
 LY0030                         *CURRENT SURVEY CONTROL
 LY0030  ___________________________________________________________________
 LY0030* NAD 83(1986)-  41 46 53.     (N)    074 24 59.     (W)     SCALED    
 LY0030* NAVD 88     -       195.342  (meters)     640.88   (feet)  ADJUSTED  
 LY0030  ___________________________________________________________________
 LY0030  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LY0030  DYNAMIC HT  -         195.267 (meters)     640.64  (feet)  COMP
 LY0030  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 LY0030
 LY0030  VERT ORDER  -  SECOND    CLASS 0
 LY0030
 LY0030.The horizontal coordinates were scaled from a topographic map and have
 LY0030.an estimated accuracy of +/- 6 seconds.
 LY0030
 LY0030.The orthometric height was determined by differential leveling
 LY0030.and adjusted by the National Geodetic Survey in June 1991..
 LY0030
 LY0030.The geoid height was determined by GEOID03.
 LY0030
 LY0030.The dynamic height is computed by dividing the NAVD 88
 LY0030.geopotential number by the normal gravity value computed on the
 LY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0030.degrees latitude (g = 980.6199 gals.).
 LY0030
 LY0030.The modeled gravity was interpolated from observed gravity values.
 LY0030
 LY0030;                    North         East    Units  Estimated Accuracy
 LY0030;SPC NY E     -   327,320.      156,950.      MT  (+/- 180 meters Scaled)
 LY0030
 LY0030                          SUPERSEDED SURVEY CONTROL
 LY0030
 LY0030.No superseded survey control is available for this station.
 LY0030
 LY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM484256(NAD 83)
 LY0030_MARKER: DB = BENCH MARK DISK
 LY0030_SETTING: 80 = SET IN A BOULDER
 LY0030_SP_SET: BOULDER
 LY0030_STAMPING: D 271 1942
 LY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0030+STABILITY: SURFACE MOTION
 LY0030
 LY0030  HISTORY     - Date     Condition        Report By
 LY0030  HISTORY     - 1942     MONUMENTED       CGS
 LY0030
 LY0030                          STATION DESCRIPTION
 LY0030
 LY0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0030'0.7 MI S FROM LACKAWACK.
 LY0030'0.7 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CONCRETE BRIDGE
 LY0030'AT LACKAWACK, ULSTER COUNTY, 83 FEET SOUTHEAST ACROSS THE
 LY0030'HIGHWAY FROM THE CENTERLINE OF THE ENTRANCE TO THE NAPANOCH
 LY0030'COUNTRY CLUB, 22.1 FEET NORTHEAST OF A 24-INCH CONCRETE BOX
 LY0030'CULVERT, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 53 FEET
 LY0030'SOUTH OF POLE 146, IN THE TOP OF A BOULDER, AND 5 FEET HIGHER
 LY0030'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 271 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0099 ***********************************************************************
 LY0099  DESIGNATION -  D 272
 LY0099  PID         -  LY0099
 LY0099  STATE/COUNTY-  NY/ULSTER
 LY0099  USGS QUAD   -  MOHONK LAKE (1964)
 LY0099
 LY0099                         *CURRENT SURVEY CONTROL
 LY0099  ___________________________________________________________________
 LY0099* NAD 83(1986)-  41 47 57.     (N)    074 14 49.     (W)     SCALED    
 LY0099* NAVD 88     -        96.626  (meters)     317.01   (feet)  ADJUSTED  
 LY0099  ___________________________________________________________________
 LY0099  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY0099  DYNAMIC HT  -          96.591 (meters)     316.90  (feet)  COMP
 LY0099  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 LY0099
 LY0099  VERT ORDER  -  SECOND    CLASS 0
 LY0099
 LY0099.The horizontal coordinates were scaled from a topographic map and have
 LY0099.an estimated accuracy of +/- 6 seconds.
 LY0099
 LY0099.The orthometric height was determined by differential leveling
 LY0099.and adjusted by the National Geodetic Survey in June 1991..
 LY0099
 LY0099.The geoid height was determined by GEOID03.
 LY0099
 LY0099.The dynamic height is computed by dividing the NAVD 88
 LY0099.geopotential number by the normal gravity value computed on the
 LY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0099.degrees latitude (g = 980.6199 gals.).
 LY0099
 LY0099.The modeled gravity was interpolated from observed gravity values.
 LY0099
 LY0099;                    North         East    Units  Estimated Accuracy
 LY0099;SPC NY E     -   329,330.      171,030.      MT  (+/- 180 meters Scaled)
 LY0099
 LY0099                          SUPERSEDED SURVEY CONTROL
 LY0099
 LY0099  NGVD 29 (??/??/92)   96.844  (m)          317.73   (f) ADJ UNCH    2 0
 LY0099
 LY0099.Superseded values are not recommended for survey control.
 LY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0099.See file dsdata.txt to determine how the superseded data were derived.
 LY0099
 LY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM625277(NAD 83)
 LY0099_MARKER: DB = BENCH MARK DISK
 LY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0099_STAMPING: D 272 1942
 LY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0099+STABILITY: SURFACE MOTION
 LY0099
 LY0099  HISTORY     - Date     Condition        Report By
 LY0099  HISTORY     - 1942     MONUMENTED       CGS
 LY0099  HISTORY     - 1984     GOOD             USPSQD
 LY0099  HISTORY     - 1987     GOOD             USPSQD
 LY0099  HISTORY     - 1989     GOOD             USPSQD
 LY0099
 LY0099                          STATION DESCRIPTION
 LY0099
 LY0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0099'1 MI S FROM METTACAHONTS.
 LY0099'1.0 MILE SOUTH ALONG A MACADAM ROAD FROM THE SCHOOL AT
 LY0099'METTACAHONTS, ULSTER COUNTY, 0.8 MILE NORTH OF THE JUNCTION WITH
 LY0099'U.S. HIGHWAY 209, 30 FEET NORTH OF THE EAST CORNER OF A
 LY0099'CULTIVATED FIELD, 33.8 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LY0099'2.3 FEET EAST OF POLE 29-N-6, 2 FEET FROM A WHITE WOODEN WITNESS
 LY0099'POST, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 LY0099'D 272 1942 AND SET IN THE TOP OF A CONCRETE POST.
 LY0099
 LY0099                          STATION RECOVERY (1984)
 LY0099
 LY0099'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0099'1.0 MILE SOUTH ALONG A MACADAM ROAD FROM THE SCHOOL AT METTACAHONTS,
 LY0099'0.8 MILE NORTH MILE NORTH OF JUNCTION RT 209. 33 FT. WEST CENTERLINE
 LY0099'HIGHWAY 2 FEET EAST OF POLE 6306 K. 11 FEET SOUTHWEST OF WHITE STEEL
 LY0099'WITNESS POST 2 FEET HIGHER THAN ROAD. STANDARD DISK STAMPED D 272
 LY0099'1942 SET IN TOP OF A CONCRETE POST.
 LY0099
 LY0099                          STATION RECOVERY (1987)
 LY0099
 LY0099'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 LY0099'RECOVERED IN GOOD CONDITION.
 LY0099
 LY0099                          STATION RECOVERY (1989)
 LY0099
 LY0099'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBS)
 LY0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1063 ***********************************************************************
 MZ1063  DESIGNATION -  D 273
 MZ1063  PID         -  MZ1063
 MZ1063  STATE/COUNTY-  NY/ALBANY
 MZ1063  USGS QUAD   -  DELMAR (1980)
 MZ1063
 MZ1063                         *CURRENT SURVEY CONTROL
 MZ1063  ___________________________________________________________________
 MZ1063* NAD 83(1986)-  42 32 01.     (N)    073 48 18.     (W)     SCALED    
 MZ1063* NAVD 88     -        51.045  (meters)     167.47   (feet)  ADJUSTED  
 MZ1063  ___________________________________________________________________
 MZ1063  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 MZ1063  DYNAMIC HT  -          51.030 (meters)     167.42  (feet)  COMP
 MZ1063  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 MZ1063
 MZ1063  VERT ORDER  -  SECOND    CLASS 0
 MZ1063
 MZ1063.The horizontal coordinates were scaled from a topographic map and have
 MZ1063.an estimated accuracy of +/- 6 seconds.
 MZ1063
 MZ1063.The orthometric height was determined by differential leveling
 MZ1063.and adjusted by the National Geodetic Survey in June 1991..
 MZ1063
 MZ1063.The geoid height was determined by GEOID03.
 MZ1063
 MZ1063.The dynamic height is computed by dividing the NAVD 88
 MZ1063.geopotential number by the normal gravity value computed on the
 MZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1063.degrees latitude (g = 980.6199 gals.).
 MZ1063
 MZ1063.The modeled gravity was interpolated from observed gravity values.
 MZ1063
 MZ1063;                    North         East    Units  Estimated Accuracy
 MZ1063;SPC NY E     -   411,100.      207,090.      MT  (+/- 180 meters Scaled)
 MZ1063
 MZ1063                          SUPERSEDED SURVEY CONTROL
 MZ1063
 MZ1063  NGVD 29 (??/??/92)   51.271  (m)          168.21   (f) ADJ UNCH    2 0
 MZ1063
 MZ1063.Superseded values are not recommended for survey control.
 MZ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1063.See file dsdata.txt to determine how the superseded data were derived.
 MZ1063
 MZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN981097(NAD 83)
 MZ1063_MARKER: DB = BENCH MARK DISK
 MZ1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1063_SP_SET: PIER
 MZ1063_STAMPING: D 273 1942
 MZ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1063
 MZ1063  HISTORY     - Date     Condition        Report By
 MZ1063  HISTORY     - 1942     MONUMENTED       CGS
 MZ1063  HISTORY     - 19981008 GOOD             USPSQD
 MZ1063
 MZ1063                          STATION DESCRIPTION
 MZ1063
 MZ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1063'AT SELKIRK.
 MZ1063'AT SELKIRK ALONG THE CASTLETON CUTOFF OF THE NEW YORK CENTRAL
 MZ1063'RAILROAD, ABOUT 20 RAILS WEST OF SIGNAL CONTROL TOWER S.K., 20 FEET
 MZ1063'NORTHEAST OF THE EAST RAIL, A U.S.C. AND G.S. DISK SET VERTICALLY
 MZ1063'ABOUT 4.5 FEET ABOVE THE GROUND, IN THE EAST END OF THE SOUTH FACE OF
 MZ1063'THE EAST CONCRETE PIER OF THE UNDERPASS UNDER HIGHWAY NO. 9 W.
 MZ1063
 MZ1063                          STATION RECOVERY (1998)
 MZ1063
 MZ1063'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1064 ***********************************************************************
 MZ1064  DESIGNATION -  D 273 RESET
 MZ1064  PID         -  MZ1064
 MZ1064  STATE/COUNTY-  NY/ALBANY
 MZ1064  USGS QUAD   -  DELMAR (1980)
 MZ1064
 MZ1064                         *CURRENT SURVEY CONTROL
 MZ1064  ___________________________________________________________________
 MZ1064* NAD 83(1986)-  42 32 01.     (N)    073 48 18.     (W)     SCALED    
 MZ1064* NAVD 88     -        58.98   (+/-2cm)     193.5    (feet)  VERTCON   
 MZ1064  ___________________________________________________________________
 MZ1064  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 MZ1064
 MZ1064  VERT ORDER  -  THIRD (See Below)
 MZ1064
 MZ1064.The horizontal coordinates were scaled from a topographic map and have
 MZ1064.an estimated accuracy of +/- 6 seconds.
 MZ1064
 MZ1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1064.The vertical order pertains to the NGVD 29 superseded value.
 MZ1064
 MZ1064.The geoid height was determined by GEOID03.
 MZ1064
 MZ1064;                    North         East    Units  Estimated Accuracy
 MZ1064;SPC NY E     -   411,100.      207,090.      MT  (+/- 180 meters Scaled)
 MZ1064
 MZ1064                          SUPERSEDED SURVEY CONTROL
 MZ1064
 MZ1064  NGVD 29 (09/01/04)   59.21   (m)          194.3    (f) RESET       3  
 MZ1064
 MZ1064.Superseded values are not recommended for survey control.
 MZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1064.See file dsdata.txt to determine how the superseded data were derived.
 MZ1064
 MZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN981097(NAD 83)
 MZ1064_MARKER: DB = BENCH MARK DISK
 MZ1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ1064_SP_SET: CURB
 MZ1064_STAMPING: D 273 RESET 1975
 MZ1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1064
 MZ1064  HISTORY     - Date     Condition        Report By
 MZ1064  HISTORY     - 1975     MONUMENTED       NYDT
 MZ1064
 MZ1064                          STATION DESCRIPTION
 MZ1064
 MZ1064'DESCRIBED BY NY DEPT OF TRANSP 1975
 MZ1064'AT SELKIRK.
 MZ1064'AT SELKIRK, ALBANY COUNTY, ON THE CASTLETON CUTOFF OF THE PENN CENTRAL
 MZ1064'RAILROAD, FORMERLY THE NEW YORK CENTRAL RAILROAD, ON THE U.S. HIGHWAY
 MZ1064'9W BRIDGE, IN THE SOUTHEAST CORNER OF THE EAST BRUSH CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0725 ***********************************************************************
 MZ0725  DESIGNATION -  D 274
 MZ0725  PID         -  MZ0725
 MZ0725  STATE/COUNTY-  NY/GREENE
 MZ0725  USGS QUAD   -  ALCOVE (1980)
 MZ0725
 MZ0725                         *CURRENT SURVEY CONTROL
 MZ0725  ___________________________________________________________________
 MZ0725* NAD 83(1986)-  42 26 33.     (N)    073 56 21.     (W)     SCALED    
 MZ0725* NAVD 88     -       208.188  (meters)     683.03   (feet)  ADJUSTED  
 MZ0725  ___________________________________________________________________
 MZ0725  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 MZ0725  DYNAMIC HT  -         208.120 (meters)     682.81  (feet)  COMP
 MZ0725  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 MZ0725
 MZ0725  VERT ORDER  -  SECOND    CLASS 0
 MZ0725
 MZ0725.The horizontal coordinates were scaled from a topographic map and have
 MZ0725.an estimated accuracy of +/- 6 seconds.
 MZ0725
 MZ0725.The orthometric height was determined by differential leveling
 MZ0725.and adjusted by the National Geodetic Survey in June 1991..
 MZ0725
 MZ0725.The geoid height was determined by GEOID03.
 MZ0725
 MZ0725.The dynamic height is computed by dividing the NAVD 88
 MZ0725.geopotential number by the normal gravity value computed on the
 MZ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0725.degrees latitude (g = 980.6199 gals.).
 MZ0725
 MZ0725.The modeled gravity was interpolated from observed gravity values.
 MZ0725
 MZ0725;                    North         East    Units  Estimated Accuracy
 MZ0725;SPC NY E     -   400,900.      196,140.      MT  (+/- 180 meters Scaled)
 MZ0725
 MZ0725                          SUPERSEDED SURVEY CONTROL
 MZ0725
 MZ0725  NGVD 29 (??/??/92)  208.402  (m)          683.73   (f) ADJ UNCH    2 0
 MZ0725
 MZ0725.Superseded values are not recommended for survey control.
 MZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0725.See file dsdata.txt to determine how the superseded data were derived.
 MZ0725
 MZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM872994(NAD 83)
 MZ0725_MARKER: DB = BENCH MARK DISK
 MZ0725_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0725_SP_SET: ROCK LEDGE
 MZ0725_STAMPING: D 274 1942
 MZ0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0725+STABILITY: POSITION/ELEVATION WELL
 MZ0725
 MZ0725  HISTORY     - Date     Condition        Report By
 MZ0725  HISTORY     - 1942     MONUMENTED       CGS
 MZ0725
 MZ0725                          STATION DESCRIPTION
 MZ0725
 MZ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0725'2.5 MI SW FROM ALCOVE.
 MZ0725'ABOUT 1.6 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE JUNCTION WITH
 MZ0725'HIGHWAY NO. 143 AT ALCOVE, THENCE ABOUT 0.9 MILES SOUTHWEST ALONG A
 MZ0725'GRAVEL ROAD, 145 FEET NORTH OF THE NORTHEAST CORNER OF THE J.J. GURNEY
 MZ0725'FARM HOUSE, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET
 MZ0725'NORTHWEST OF POLE NO. 24843K, A U.S.C. AND G.S. DISK SET IN A ROCK
 MZ0725'LEDGE OUTCROP IN THE SOUTHEAST CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0183 ***********************************************************************
 NA0183  DESIGNATION -  D 275
 NA0183  PID         -  NA0183
 NA0183  STATE/COUNTY-  NY/ALBANY
 NA0183  USGS QUAD   -  WESTERLO (1980)
 NA0183
 NA0183                         *CURRENT SURVEY CONTROL
 NA0183  ___________________________________________________________________
 NA0183* NAD 83(1986)-  42 34 00.     (N)    074 07 27.     (W)     SCALED    
 NA0183* NAVD 88     -       344.010  (meters)    1128.64   (feet)  ADJUSTED  
 NA0183  ___________________________________________________________________
 NA0183  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NA0183  DYNAMIC HT  -         343.897 (meters)    1128.27  (feet)  COMP
 NA0183  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 NA0183
 NA0183  VERT ORDER  -  SECOND    CLASS 0
 NA0183
 NA0183.The horizontal coordinates were scaled from a topographic map and have
 NA0183.an estimated accuracy of +/- 6 seconds.
 NA0183
 NA0183.The orthometric height was determined by differential leveling
 NA0183.and adjusted by the National Geodetic Survey in June 1991..
 NA0183
 NA0183.The geoid height was determined by GEOID03.
 NA0183
 NA0183.The dynamic height is computed by dividing the NAVD 88
 NA0183.geopotential number by the normal gravity value computed on the
 NA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0183.degrees latitude (g = 980.6199 gals.).
 NA0183
 NA0183.The modeled gravity was interpolated from observed gravity values.
 NA0183
 NA0183;                    North         East    Units  Estimated Accuracy
 NA0183;SPC NY E     -   414,610.      180,860.      MT  (+/- 180 meters Scaled)
 NA0183
 NA0183                          SUPERSEDED SURVEY CONTROL
 NA0183
 NA0183  NGVD 29 (??/??/92)  344.177  (m)         1129.19   (f) ADJ UNCH    2 0
 NA0183
 NA0183.Superseded values are not recommended for survey control.
 NA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0183.See file dsdata.txt to determine how the superseded data were derived.
 NA0183
 NA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN718130(NAD 83)
 NA0183_MARKER: DB = BENCH MARK DISK
 NA0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0183_SP_SET: BRIDGE
 NA0183_STAMPING: D-275 1942
 NA0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0183
 NA0183  HISTORY     - Date     Condition        Report By
 NA0183  HISTORY     - 1942     MONUMENTED       CGS
 NA0183
 NA0183                          STATION DESCRIPTION
 NA0183
 NA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0183'4.0 MI NE FROM RENSSELAERVILLE.
 NA0183'ABOUT 0.9 MILE NORTH ALONG HIGHWAY NO. 85 FROM THE BAPTIST CHURCH AT
 NA0183'RENSSELAERVILLE, THENCE ABOUT 3.1 MILES NORTHEAST ALONG, A COUNTRY
 NA0183'ROAD, ABOUT 400 FEET SOUTHWEST OF THE CENTER LINE OF A CROSS-ROAD, A
 NA0183'U.S.C. AND G.S. DISK SET IN THE TOP OF THE SOUTHWEST WING WALL OF A
 NA0183'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0022 ***********************************************************************
 NA0022  DESIGNATION -  D 276
 NA0022  PID         -  NA0022
 NA0022  STATE/COUNTY-  NY/SCHENECTADY
 NA0022  USGS QUAD   -  DUANESBURG (1978)
 NA0022
 NA0022                         *CURRENT SURVEY CONTROL
 NA0022  ___________________________________________________________________
 NA0022* NAD 83(1986)-  42 45 08.     (N)    074 10 45.     (W)     SCALED    
 NA0022* NAVD 88     -       242.761  (meters)     796.46   (feet)  ADJUSTED  
 NA0022  ___________________________________________________________________
 NA0022  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA0022  DYNAMIC HT  -         242.685 (meters)     796.21  (feet)  COMP
 NA0022  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 NA0022
 NA0022  VERT ORDER  -  FIRST     CLASS II
 NA0022
 NA0022.The horizontal coordinates were scaled from a topographic map and have
 NA0022.an estimated accuracy of +/- 6 seconds.
 NA0022
 NA0022.The orthometric height was determined by differential leveling
 NA0022.and adjusted by the National Geodetic Survey in June 1991..
 NA0022
 NA0022.The geoid height was determined by GEOID03.
 NA0022
 NA0022.The dynamic height is computed by dividing the NAVD 88
 NA0022.geopotential number by the normal gravity value computed on the
 NA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0022.degrees latitude (g = 980.6199 gals.).
 NA0022
 NA0022.The modeled gravity was interpolated from observed gravity values.
 NA0022
 NA0022;                    North         East    Units  Estimated Accuracy
 NA0022;SPC NY E     -   435,200.      176,260.      MT  (+/- 180 meters Scaled)
 NA0022
 NA0022                          SUPERSEDED SURVEY CONTROL
 NA0022
 NA0022  NGVD 29 (??/??/92)  242.894  (m)          796.89   (f) ADJ UNCH    1 2
 NA0022
 NA0022.Superseded values are not recommended for survey control.
 NA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0022.See file dsdata.txt to determine how the superseded data were derived.
 NA0022
 NA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN671336(NAD 83)
 NA0022_MARKER: DB = BENCH MARK DISK
 NA0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0022_SP_SET: BRIDGE
 NA0022_STAMPING: D 276 1942
 NA0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0022
 NA0022  HISTORY     - Date     Condition        Report By
 NA0022  HISTORY     - 1942     MONUMENTED       CGS
 NA0022  HISTORY     - 19990418 GOOD             USPSQD
 NA0022
 NA0022                          STATION DESCRIPTION
 NA0022
 NA0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0022'0.7 MI NE FROM DELANSON.
 NA0022'0.7 MILE NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0022'STATION AT DELANSON, SCHENECTADY COUNTY, 0.15 MILE NORTHEAST OF
 NA0022'SWITCH DJ, AT BRIDGE 27.46 IN THE NORTHWEST END OF THE NORTHEAST
 NA0022'CONCRETE BRIDGE SEAT, 25 FEET NORTH OF THE TRACK, AND ABOUT 4 FEET
 NA0022'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 276 1942.
 NA0022
 NA0022                          STATION RECOVERY (1999)
 NA0022
 NA0022'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1023 ***********************************************************************
 NA1023  DESIGNATION -  D 277
 NA1023  PID         -  NA1023
 NA1023  STATE/COUNTY-  NY/ONEIDA
 NA1023  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1023
 NA1023                         *CURRENT SURVEY CONTROL
 NA1023  ___________________________________________________________________
 NA1023* NAD 83(1986)-  42 55 46.     (N)    075 23 48.     (W)     SCALED    
 NA1023* NAVD 88     -       371.122  (meters)    1217.59   (feet)  ADJUSTED  
 NA1023  ___________________________________________________________________
 NA1023  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 NA1023  DYNAMIC HT  -         371.009 (meters)    1217.22  (feet)  COMP
 NA1023  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NA1023
 NA1023  VERT ORDER  -  SECOND    CLASS 0
 NA1023
 NA1023.The horizontal coordinates were scaled from a topographic map and have
 NA1023.an estimated accuracy of +/- 6 seconds.
 NA1023
 NA1023.The orthometric height was determined by differential leveling
 NA1023.and adjusted by the National Geodetic Survey in June 1991..
 NA1023
 NA1023.The geoid height was determined by GEOID03.
 NA1023
 NA1023.The dynamic height is computed by dividing the NAVD 88
 NA1023.geopotential number by the normal gravity value computed on the
 NA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1023.degrees latitude (g = 980.6199 gals.).
 NA1023
 NA1023.The modeled gravity was interpolated from observed gravity values.
 NA1023
 NA1023;                    North         East    Units  Estimated Accuracy
 NA1023;SPC NY C     -   326,020.      346,870.      MT  (+/- 180 meters Scaled)
 NA1023
 NA1023                          SUPERSEDED SURVEY CONTROL
 NA1023
 NA1023  NGVD 29 (??/??/92)  371.245  (m)         1217.99   (f) ADJ UNCH    2 0
 NA1023
 NA1023.Superseded values are not recommended for survey control.
 NA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1023.See file dsdata.txt to determine how the superseded data were derived.
 NA1023
 NA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN676530(NAD 83)
 NA1023_MARKER: DB = BENCH MARK DISK
 NA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1023_STAMPING: D 277 1942
 NA1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1023+STABILITY: SURFACE MOTION
 NA1023
 NA1023  HISTORY     - Date     Condition        Report By
 NA1023  HISTORY     - 1942     MONUMENTED       CGS
 NA1023
 NA1023                          STATION DESCRIPTION
 NA1023
 NA1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1023'0.8 MI W FROM WATERVILLE.
 NA1023'0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 NA1023'WATERVILLE, AT THE EAST ENTRANCE TO ST. BERNARDS CEMETERY, 34 FEET
 NA1023'SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 28 FEET WEST OF THE
 NA1023'CENTER LINE OF THE ENTRANCE ROAD, AND 1.5 FEET SOUTH OF THE CEMETERY
 NA1023'FENCE.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0980 ***********************************************************************
 MZ0980  DESIGNATION -  D 278
 MZ0980  PID         -  MZ0980
 MZ0980  STATE/COUNTY-  NY/SCHENECTADY
 MZ0980  USGS QUAD   -  SCHENECTADY (1980)
 MZ0980
 MZ0980                         *CURRENT SURVEY CONTROL
 MZ0980  ___________________________________________________________________
 MZ0980* NAD 83(1986)-  42 48 21.     (N)    073 59 28.     (W)     SCALED    
 MZ0980* NAVD 88     -        89.632  (meters)     294.07   (feet)  ADJUSTED  
 MZ0980  ___________________________________________________________________
 MZ0980  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MZ0980  DYNAMIC HT  -          89.607 (meters)     293.99  (feet)  COMP
 MZ0980  MODELED GRAV-     980,346.3   (mgal)                       NAVD 88
 MZ0980
 MZ0980  VERT ORDER  -  FIRST     CLASS II
 MZ0980
 MZ0980.The horizontal coordinates were scaled from a topographic map and have
 MZ0980.an estimated accuracy of +/- 6 seconds.
 MZ0980
 MZ0980.The orthometric height was determined by differential leveling
 MZ0980.and adjusted by the National Geodetic Survey in June 1991..
 MZ0980
 MZ0980.The geoid height was determined by GEOID03.
 MZ0980
 MZ0980.The dynamic height is computed by dividing the NAVD 88
 MZ0980.geopotential number by the normal gravity value computed on the
 MZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0980.degrees latitude (g = 980.6199 gals.).
 MZ0980
 MZ0980.The modeled gravity was interpolated from observed gravity values.
 MZ0980
 MZ0980;                    North         East    Units  Estimated Accuracy
 MZ0980;SPC NY E     -   441,230.      191,620.      MT  (+/- 180 meters Scaled)
 MZ0980
 MZ0980                          SUPERSEDED SURVEY CONTROL
 MZ0980
 MZ0980  NGVD 29 (??/??/92)   89.794  (m)          294.60   (f) ADJ UNCH    1 2
 MZ0980
 MZ0980.Superseded values are not recommended for survey control.
 MZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0980.See file dsdata.txt to determine how the superseded data were derived.
 MZ0980
 MZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN824397(NAD 83)
 MZ0980_MARKER: DB = BENCH MARK DISK
 MZ0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0980_SP_SET: BRIDGE
 MZ0980_STAMPING: D 278 1942
 MZ0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0980
 MZ0980  HISTORY     - Date     Condition        Report By
 MZ0980  HISTORY     - 1942     MONUMENTED       CGS
 MZ0980
 MZ0980                          STATION DESCRIPTION
 MZ0980
 MZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0980'3 MI W FROM SCHENECTADY.
 MZ0980'3.0 MILES WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 MZ0980'AT SCHENECTADY, SCHENECTADY COUNTY, 2 RAILS EAST OF MILEPOST B 128-S
 MZ0980'3, AT AN OVERPASS OVER A 2-LANE CONCRETE HIGHWAY, IN THE TOP OF THE
 MZ0980'SOUTH END OF THE WEST BRIDGE SEAT,AND ABOUT 3-1/2 FEET LOWER THAN THE
 MZ0980'TRACK.  A STANDARD DISK, STAMPED D 278 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0443 ***********************************************************************
 NA0443  DESIGNATION -  D 279
 NA0443  PID         -  NA0443
 NA0443  STATE/COUNTY-  NY/ULSTER
 NA0443  USGS QUAD   -  PHOENICIA (1980)
 NA0443
 NA0443                         *CURRENT SURVEY CONTROL
 NA0443  ___________________________________________________________________
 NA0443* NAD 83(1986)-  42 04 58.     (N)    074 18 57.     (W)     SCALED    
 NA0443* NAVD 88     -       249.107  (meters)     817.28   (feet)  ADJUSTED  
 NA0443  ___________________________________________________________________
 NA0443  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 NA0443  DYNAMIC HT  -         249.020 (meters)     816.99  (feet)  COMP
 NA0443  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NA0443
 NA0443  VERT ORDER  -  SECOND    CLASS 0
 NA0443
 NA0443.The horizontal coordinates were scaled from a topographic map and have
 NA0443.an estimated accuracy of +/- 6 seconds.
 NA0443
 NA0443.The orthometric height was determined by differential leveling
 NA0443.and adjusted by the National Geodetic Survey in June 1991..
 NA0443
 NA0443.The geoid height was determined by GEOID03.
 NA0443
 NA0443.The dynamic height is computed by dividing the NAVD 88
 NA0443.geopotential number by the normal gravity value computed on the
 NA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0443.degrees latitude (g = 980.6199 gals.).
 NA0443
 NA0443.The modeled gravity was interpolated from observed gravity values.
 NA0443
 NA0443;                    North         East    Units  Estimated Accuracy
 NA0443;SPC NY E     -   360,810.      165,240.      MT  (+/- 180 meters Scaled)
 NA0443
 NA0443                          SUPERSEDED SURVEY CONTROL
 NA0443
 NA0443  NGVD 29 (??/??/92)  249.301  (m)          817.91   (f) ADJ UNCH    2 0
 NA0443
 NA0443.Superseded values are not recommended for survey control.
 NA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0443.See file dsdata.txt to determine how the superseded data were derived.
 NA0443
 NA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM565591(NAD 83)
 NA0443_MARKER: DB = BENCH MARK DISK
 NA0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0443_SP_SET: BRIDGE ABUTMENT
 NA0443_STAMPING: D-279 1942
 NA0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0443
 NA0443  HISTORY     - Date     Condition        Report By
 NA0443  HISTORY     - 1942     MONUMENTED       CGS
 NA0443
 NA0443                          STATION DESCRIPTION
 NA0443
 NA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0443'AT PHOENICIA.
 NA0443'AT PHOENICIA, 0.1 MILE WEST OF THE POST OFFICE, ALONG STATE HIGHWAY
 NA0443'NO. 28, SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF THE LARGE
 NA0443'CONCRETE BRIDGE OVER STONY COVE, AT THE INTERSECTION OF NO. 28 AND
 NA0443'NO. 214, 48 FEET WEST OF THE CENTER-LINE OF NO. 214, 19.5 FEET NORTH
 NA0443'OF THE CENTER-LINE OF NO. 28, ABOUT 3 FEET BELOW HIGHWAY LEVEL.  A
 NA0443'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0468 ***********************************************************************
 NA0468  DESIGNATION -  D 280
 NA0468  PID         -  NA0468
 NA0468  STATE/COUNTY-  NY/ULSTER
 NA0468  USGS QUAD   -  WOODSTOCK (1980)
 NA0468
 NA0468                         *CURRENT SURVEY CONTROL
 NA0468  ___________________________________________________________________
 NA0468* NAD 83(1986)-  42 01 25.     (N)    074 06 23.     (W)     SCALED    
 NA0468* NAVD 88     -       182.895  (meters)     600.05   (feet)  ADJUSTED  
 NA0468  ___________________________________________________________________
 NA0468  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NA0468  DYNAMIC HT  -         182.829 (meters)     599.83  (feet)  COMP
 NA0468  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 NA0468
 NA0468  VERT ORDER  -  SECOND    CLASS 0
 NA0468
 NA0468.The horizontal coordinates were scaled from a topographic map and have
 NA0468.an estimated accuracy of +/- 6 seconds.
 NA0468
 NA0468.The orthometric height was determined by differential leveling
 NA0468.and adjusted by the National Geodetic Survey in June 1991..
 NA0468
 NA0468.The geoid height was determined by GEOID03.
 NA0468
 NA0468.The dynamic height is computed by dividing the NAVD 88
 NA0468.geopotential number by the normal gravity value computed on the
 NA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0468.degrees latitude (g = 980.6199 gals.).
 NA0468
 NA0468.The modeled gravity was interpolated from observed gravity values.
 NA0468
 NA0468;                    North         East    Units  Estimated Accuracy
 NA0468;SPC NY E     -   354,300.      182,600.      MT  (+/- 180 meters Scaled)
 NA0468
 NA0468                          SUPERSEDED SURVEY CONTROL
 NA0468
 NA0468  NGVD 29 (??/??/92)  183.122  (m)          600.79   (f) ADJ UNCH    2 0
 NA0468
 NA0468.Superseded values are not recommended for survey control.
 NA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0468.See file dsdata.txt to determine how the superseded data were derived.
 NA0468
 NA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM739527(NAD 83)
 NA0468_MARKER: DB = BENCH MARK DISK
 NA0468_SETTING: 66 = SET IN ROCK OUTCROP
 NA0468_SP_SET: ROCK OUTCROP
 NA0468_STAMPING: D-280 1942
 NA0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0468+STABILITY: POSITION/ELEVATION WELL
 NA0468
 NA0468  HISTORY     - Date     Condition        Report By
 NA0468  HISTORY     - 1942     MONUMENTED       CGS
 NA0468  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NA0468
 NA0468                          STATION DESCRIPTION
 NA0468
 NA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0468'1.4 MI SE FROM WOODSTOCK.
 NA0468'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 212 FROM THE POST OFFICE
 NA0468'AT WOODSTOCK, THENCE 0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 375, SET
 NA0468'IN A ROCK OUT-CROP IN THE EAST QUARTER OF A ROAD CROSSING, 27.0 FEET
 NA0468'SOUTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 51.4 FEET SOUTHEAST OF
 NA0468'POLE NO. 10401, 21 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD
 NA0468'LEADING SOUTHEAST, ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK.
 NA0468
 NA0468                          STATION RECOVERY (1984)
 NA0468
 NA0468'RECOVERY NOTE BY US POWER SQUADRON 1984
 NA0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0424 ***********************************************************************
 NA0424  DESIGNATION -  D 281
 NA0424  PID         -  NA0424
 NA0424  STATE/COUNTY-  NY/GREENE
 NA0424  USGS QUAD   -  KAATERSKILL (1980)
 NA0424
 NA0424                         *CURRENT SURVEY CONTROL
 NA0424  ___________________________________________________________________
 NA0424* NAD 83(1986)-  42 10 36.     (N)    074 02 13.     (W)     SCALED    
 NA0424* NAVD 88     -       204.799  (meters)     671.91   (feet)  ADJUSTED  
 NA0424  ___________________________________________________________________
 NA0424  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 NA0424  DYNAMIC HT  -         204.721 (meters)     671.66  (feet)  COMP
 NA0424  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 NA0424
 NA0424  VERT ORDER  -  SECOND    CLASS 0
 NA0424
 NA0424.The horizontal coordinates were scaled from a topographic map and have
 NA0424.an estimated accuracy of +/- 6 seconds.
 NA0424
 NA0424.The orthometric height was determined by differential leveling
 NA0424.and adjusted by the National Geodetic Survey in June 1991..
 NA0424
 NA0424.The geoid height was determined by GEOID03.
 NA0424
 NA0424.The dynamic height is computed by dividing the NAVD 88
 NA0424.geopotential number by the normal gravity value computed on the
 NA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0424.degrees latitude (g = 980.6199 gals.).
 NA0424
 NA0424.The modeled gravity was interpolated from observed gravity values.
 NA0424
 NA0424;                    North         East    Units  Estimated Accuracy
 NA0424;SPC NY E     -   371,330.      188,250.      MT  (+/- 180 meters Scaled)
 NA0424
 NA0424                          SUPERSEDED SURVEY CONTROL
 NA0424
 NA0424  NGVD 29 (??/??/92)  205.004  (m)          672.58   (f) ADJ UNCH    2 0
 NA0424
 NA0424.Superseded values are not recommended for survey control.
 NA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0424.See file dsdata.txt to determine how the superseded data were derived.
 NA0424
 NA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM795698(NAD 83)
 NA0424_MARKER: DB = BENCH MARK DISK
 NA0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0424_SP_SET: BRIDGE ABUTMENT
 NA0424_STAMPING: D-281 1942
 NA0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0424
 NA0424  HISTORY     - Date     Condition        Report By
 NA0424  HISTORY     - 1942     MONUMENTED       CGS
 NA0424  HISTORY     - 19960919 MARK NOT FOUND   NYDT
 NA0424
 NA0424                          STATION DESCRIPTION
 NA0424
 NA0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0424'0.9 MI W FROM PALENVILLE.
 NA0424'0.9 MILE WEST ALONG STATE HIGHWAY NO. 23 A FROM THE POST OFFICE AT
 NA0424'PALENVILLE, SET IN THE NORTHWEST CORNER OF THE NORTHEAST ABUTMENT OF
 NA0424'LARGE CONCRETE BRIDGE NEAR INTERMANNS INN, 14 FEET SOUTHWEST OF THE
 NA0424'SOUTH CORNER OF AN OLD STONE FOUNDATION OF HOUSE, 12.2 FEET NORTHWEST
 NA0424'OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK.
 NA0424
 NA0424                          STATION RECOVERY (1996)
 NA0424
 NA0424'RECOVERY NOTE BY NY DEPT OF TRANSP 1996 (RC)
 NA0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0410 ***********************************************************************
 NA0410  DESIGNATION -  D 282
 NA0410  PID         -  NA0410
 NA0410  STATE/COUNTY-  NY/GREENE
 NA0410  USGS QUAD   -  KAATERSKILL (1980)
 NA0410
 NA0410                         *CURRENT SURVEY CONTROL
 NA0410  ___________________________________________________________________
 NA0410* NAD 83(1986)-  42 12 10.     (N)    074 00 01.     (W)     SCALED    
 NA0410* NAVD 88     -       153.017  (meters)     502.02   (feet)  ADJUSTED  
 NA0410  ___________________________________________________________________
 NA0410  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 NA0410  DYNAMIC HT  -         152.964 (meters)     501.85  (feet)  COMP
 NA0410  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 NA0410
 NA0410  VERT ORDER  -  SECOND    CLASS 0
 NA0410
 NA0410.The horizontal coordinates were scaled from a topographic map and have
 NA0410.an estimated accuracy of +/- 6 seconds.
 NA0410
 NA0410.The orthometric height was determined by differential leveling
 NA0410.and adjusted by the National Geodetic Survey in June 1991..
 NA0410
 NA0410.The geoid height was determined by GEOID03.
 NA0410
 NA0410.The dynamic height is computed by dividing the NAVD 88
 NA0410.geopotential number by the normal gravity value computed on the
 NA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0410.degrees latitude (g = 980.6199 gals.).
 NA0410
 NA0410.The modeled gravity was interpolated from observed gravity values.
 NA0410
 NA0410;                    North         East    Units  Estimated Accuracy
 NA0410;SPC NY E     -   374,240.      191,270.      MT  (+/- 180 meters Scaled)
 NA0410
 NA0410                          SUPERSEDED SURVEY CONTROL
 NA0410
 NA0410  NGVD 29 (??/??/92)  153.228  (m)          502.72   (f) ADJ UNCH    2 0
 NA0410
 NA0410.Superseded values are not recommended for survey control.
 NA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0410.See file dsdata.txt to determine how the superseded data were derived.
 NA0410
 NA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM825727(NAD 83)
 NA0410_MARKER: DB = BENCH MARK DISK
 NA0410_SETTING: 80 = SET IN A BOULDER
 NA0410_SP_SET: BOULDER
 NA0410_STAMPING: D-282 1942
 NA0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0410+STABILITY: SURFACE MOTION
 NA0410
 NA0410  HISTORY     - Date     Condition        Report By
 NA0410  HISTORY     - 1942     MONUMENTED       CGS
 NA0410
 NA0410                          STATION DESCRIPTION
 NA0410
 NA0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0410'2.5 MI N FROM PALENVILLE.
 NA0410'2.5 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA0410'PALENVILLE, SET IN THE TOP OF A BOULDER, ABOUT 100 FEET NORTHEAST OF
 NA0410'THE INTERSECTION OF A Y ROAD, ON THE WEST BANK OF A STEEP EMBANKMENT,
 NA0410'47 FEET EAST OF THE CENTER-LINE OF THE ROAD, 39.4 FEET SOUTHEAST OF A
 NA0410'4-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF TREE,
 NA0410'FLUSH WITH THE GROUND.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0902 ***********************************************************************
 NA0902  DESIGNATION -  D 283
 NA0902  PID         -  NA0902
 NA0902  STATE/COUNTY-  NY/OTSEGO
 NA0902  USGS QUAD   -  WESTFORD (1994)
 NA0902
 NA0902                         *CURRENT SURVEY CONTROL
 NA0902  ___________________________________________________________________
 NA0902* NAD 83(1986)-  42 39 53.     (N)    074 47 57.     (W)     SCALED    
 NA0902* NAVD 88     -       529.092  (meters)    1735.86   (feet)  ADJUSTED  
 NA0902  ___________________________________________________________________
 NA0902  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 NA0902  DYNAMIC HT  -         528.907 (meters)    1735.26  (feet)  COMP
 NA0902  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 NA0902
 NA0902  VERT ORDER  -  SECOND    CLASS 0
 NA0902
 NA0902.The horizontal coordinates were scaled from a topographic map and have
 NA0902.an estimated accuracy of +/- 6 seconds.
 NA0902
 NA0902.The orthometric height was determined by differential leveling
 NA0902.and adjusted by the National Geodetic Survey in June 1991..
 NA0902
 NA0902.The geoid height was determined by GEOID03.
 NA0902
 NA0902.The dynamic height is computed by dividing the NAVD 88
 NA0902.geopotential number by the normal gravity value computed on the
 NA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0902.degrees latitude (g = 980.6199 gals.).
 NA0902
 NA0902.The modeled gravity was interpolated from observed gravity values.
 NA0902
 NA0902;                    North         East    Units  Estimated Accuracy
 NA0902;SPC NY E     -   425,470.      125,480.      MT  (+/- 180 meters Scaled)
 NA0902
 NA0902                          SUPERSEDED SURVEY CONTROL
 NA0902
 NA0902  NGVD 29 (??/??/92)  529.217  (m)         1736.27   (f) ADJ UNCH    2 0
 NA0902
 NA0902.Superseded values are not recommended for survey control.
 NA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0902.See file dsdata.txt to determine how the superseded data were derived.
 NA0902
 NA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN164236(NAD 83)
 NA0902_MARKER: DB = BENCH MARK DISK
 NA0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0902_STAMPING: D 283 1942
 NA0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0902+STABILITY: SURFACE MOTION
 NA0902
 NA0902  HISTORY     - Date     Condition        Report By
 NA0902  HISTORY     - 1942     MONUMENTED       CGS
 NA0902
 NA0902                          STATION DESCRIPTION
 NA0902
 NA0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0902'1.1 MI N FROM WESTFORD.
 NA0902'1.1 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT WESTFORD,
 NA0902'ALONG A PASTURE FENCE BY A YELLOW BARN, 46 FEET EAST OF THE CENTER
 NA0902'LINE OF THE ROAD, 20 FEET NORTH OF THE NORTH EDGE OF A SILO, 3.5 FEET
 NA0902'WEST OF THE PASTURE FENCE, AND 1.3 FEET SOUTH OF A STANDARD REFERENCE
 NA0902'POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1768 ***********************************************************************
 NA1768  DESIGNATION -  D 285 RESET 1956
 NA1768  PID         -  NA1768
 NA1768  STATE/COUNTY-  NY/MADISON
 NA1768  USGS QUAD   -  ORAN (1976)
 NA1768
 NA1768                         *CURRENT SURVEY CONTROL
 NA1768  ___________________________________________________________________
 NA1768* NAD 83(1986)-  42 56 41.     (N)    075 53 03.     (W)     SCALED    
 NA1768* NAVD 88     -       388.01   (meters)    1273.0    (feet)  RESET     
 NA1768  ___________________________________________________________________
 NA1768  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NA1768
 NA1768  VERT ORDER  -  THIRD
 NA1768
 NA1768.The horizontal coordinates were scaled from a topographic map and have
 NA1768.an estimated accuracy of +/- 6 seconds.
 NA1768
 NA1768.The orthometric height was computed from unverified reset data.
 NA1768
 NA1768.The geoid height was determined by GEOID03.
 NA1768
 NA1768;                    North         East    Units  Estimated Accuracy
 NA1768;SPC NY C     -   327,270.      307,060.      MT  (+/- 180 meters Scaled)
 NA1768
 NA1768                          SUPERSEDED SURVEY CONTROL
 NA1768
 NA1768.No superseded survey control is available for this station.
 NA1768
 NA1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN278550(NAD 83)
 NA1768_MARKER: DB = BENCH MARK DISK
 NA1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1768_SP_SET: CULVERT
 NA1768_STAMPING: D 285 RESET 1956
 NA1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1768
 NA1768  HISTORY     - Date     Condition        Report By
 NA1768  HISTORY     - 1956     MONUMENTED       CGS
 NA1768
 NA1768                          STATION DESCRIPTION
 NA1768
 NA1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NA1768'1.3 MI W FROM CAZENOVIA.
 NA1768'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE MUNICIPAL BUILDING AT
 NA1768'CAZENOVIA, MADISON COUNTY, THENCE ABOUT 1.6 MILES NORTHWEST ALONG
 NA1768'STATE HIGHWAY 92.  AT THE T-JUNCTION OF WEST LAKE ROAD, 29 FEET
 NA1768'NORTHEAST OF THE CENTER LINE OF STATE ROUTE 92, 46 FEET NORTHWEST OF
 NA1768'THE CENTER LINE OF WEST LAKE ROAD.  A STANDARD DISK, STAMPED D 285
 NA1768'RESET 1956 AND SET IN THE TOP OF THE NORTHEAST HEADWALL OF A 24 INCH
 NA1768'REINFORCED CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1642 ***********************************************************************
 NA1642  DESIGNATION -  D 286
 NA1642  PID         -  NA1642
 NA1642  STATE/COUNTY-  NY/MADISON
 NA1642  USGS QUAD   -  WEST EATON (1943)
 NA1642
 NA1642                         *CURRENT SURVEY CONTROL
 NA1642  ___________________________________________________________________
 NA1642* NAD 83(1986)-  42 46 09.     (N)    075 44 09.     (W)     SCALED    
 NA1642* NAVD 88     -       430.505  (meters)    1412.42   (feet)  ADJUSTED  
 NA1642  ___________________________________________________________________
 NA1642  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 NA1642  DYNAMIC HT  -         430.363 (meters)    1411.95  (feet)  COMP
 NA1642  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NA1642
 NA1642  VERT ORDER  -  SECOND    CLASS 0
 NA1642
 NA1642.The horizontal coordinates were scaled from a topographic map and have
 NA1642.an estimated accuracy of +/- 6 seconds.
 NA1642
 NA1642.The orthometric height was determined by differential leveling
 NA1642.and adjusted by the National Geodetic Survey in June 1991..
 NA1642
 NA1642.The geoid height was determined by GEOID03.
 NA1642
 NA1642.The dynamic height is computed by dividing the NAVD 88
 NA1642.geopotential number by the normal gravity value computed on the
 NA1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1642.degrees latitude (g = 980.6199 gals.).
 NA1642
 NA1642.The modeled gravity was interpolated from observed gravity values.
 NA1642
 NA1642;                    North         East    Units  Estimated Accuracy
 NA1642;SPC NY C     -   307,880.      319,360.      MT  (+/- 180 meters Scaled)
 NA1642
 NA1642                          SUPERSEDED SURVEY CONTROL
 NA1642
 NA1642  NGVD 29 (??/??/92)  430.603  (m)         1412.74   (f) ADJ UNCH    2 0
 NA1642
 NA1642.Superseded values are not recommended for survey control.
 NA1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1642.See file dsdata.txt to determine how the superseded data were derived.
 NA1642
 NA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN397354(NAD 83)
 NA1642_MARKER: DB = BENCH MARK DISK
 NA1642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1642_SP_SET: BRIDGE
 NA1642_STAMPING: D-286 1942
 NA1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1642
 NA1642  HISTORY     - Date     Condition        Report By
 NA1642  HISTORY     - 1942     MONUMENTED       CGS
 NA1642  HISTORY     - 19980625 MARK NOT FOUND   USPSQD
 NA1642
 NA1642                          STATION DESCRIPTION
 NA1642
 NA1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1642'0.1 MI N FROM GEORGETOWN.
 NA1642'0.1 MILE NORTH ALONG STATE HIGHWAY NO. 26 FROM POST OFFICE AT
 NA1642'GEORGETOWN.  SET IN THE SOUTHWEST CORNER OF TOP OF SOUTHWEST WALL OF
 NA1642'BRIDGE, OTSELIC CREEK, 9.5 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY,
 NA1642'7.4 FEET NORTHEAST OF OTSELIC CREEK SIGN POST, 2 FEET ABOVE HIGHWAY
 NA1642'LEVEL.
 NA1642
 NA1642                          STATION RECOVERY (1998)
 NA1642
 NA1642'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA1642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1643 ***********************************************************************
 NA1643  DESIGNATION -  D 286 RESET 1949
 NA1643  PID         -  NA1643
 NA1643  STATE/COUNTY-  NY/MADISON
 NA1643  USGS QUAD   -  WEST EATON (1943)
 NA1643
 NA1643                         *CURRENT SURVEY CONTROL
 NA1643  ___________________________________________________________________
 NA1643* NAD 83(1986)-  42 46 09.     (N)    075 44 09.     (W)     SCALED    
 NA1643* NAVD 88     -       429.98   (meters)    1410.7    (feet)  RESET     
 NA1643  ___________________________________________________________________
 NA1643  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 NA1643
 NA1643  VERT ORDER  -  THIRD
 NA1643
 NA1643.The horizontal coordinates were scaled from a topographic map and have
 NA1643.an estimated accuracy of +/- 6 seconds.
 NA1643
 NA1643.The orthometric height was computed from unverified reset data.
 NA1643
 NA1643.The geoid height was determined by GEOID03.
 NA1643
 NA1643;                    North         East    Units  Estimated Accuracy
 NA1643;SPC NY C     -   307,880.      319,360.      MT  (+/- 180 meters Scaled)
 NA1643
 NA1643                          SUPERSEDED SURVEY CONTROL
 NA1643
 NA1643.No superseded survey control is available for this station.
 NA1643
 NA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN397354(NAD 83)
 NA1643_MARKER: DB = BENCH MARK DISK
 NA1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1643_SP_SET: BRIDGE
 NA1643_STAMPING: D 286 RESET 1949
 NA1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1643
 NA1643  HISTORY     - Date     Condition        Report By
 NA1643  HISTORY     - 1949     MONUMENTED       CGS
 NA1643
 NA1643                          STATION DESCRIPTION
 NA1643
 NA1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 NA1643'0.1 MI N FROM GEORGETOWN.
 NA1643'0.1 MILE NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 NA1643'GEORGETOWN, MADISON COUNTY, AT A BRIDGE OVER OTSELIC CREEK, IN THE
 NA1643'TOP OF THE EAST CURB, AND 1 FOOT FROM THE SOUTH END.  A STANDARD
 NA1643'DISK, STAMPED D 286 RESET 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1689 ***********************************************************************
 NA1689  DESIGNATION -  D 287 RESET 1975
 NA1689  PID         -  NA1689
 NA1689  STATE/COUNTY-  NY/CHENANGO
 NA1689  USGS QUAD   -  SOUTH OTSELIC (1976)
 NA1689
 NA1689                         *CURRENT SURVEY CONTROL
 NA1689  ___________________________________________________________________
 NA1689* NAD 83(1986)-  42 38 43.     (N)    075 52 09.     (W)     SCALED    
 NA1689* NAVD 88     -       381.26   (+/-2cm)    1250.9    (feet)  VERTCON   
 NA1689  ___________________________________________________________________
 NA1689  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 NA1689
 NA1689  VERT ORDER  -  THIRD (See Below)
 NA1689
 NA1689.The horizontal coordinates were scaled from a topographic map and have
 NA1689.an estimated accuracy of +/- 6 seconds.
 NA1689
 NA1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA1689.The vertical order pertains to the NGVD 29 superseded value.
 NA1689
 NA1689.The geoid height was determined by GEOID03.
 NA1689
 NA1689;                    North         East    Units  Estimated Accuracy
 NA1689;SPC NY C     -   294,010.      308,560.      MT  (+/- 180 meters Scaled)
 NA1689
 NA1689                          SUPERSEDED SURVEY CONTROL
 NA1689
 NA1689  NGVD 29 (09/01/04)  381.38   (m)         1251.2    (f) RESET       3  
 NA1689
 NA1689.Superseded values are not recommended for survey control.
 NA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1689.See file dsdata.txt to determine how the superseded data were derived.
 NA1689
 NA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN287217(NAD 83)
 NA1689_MARKER: DB = BENCH MARK DISK
 NA1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1689_STAMPING: D 287 RESET 1975
 NA1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1689+STABILITY: SURFACE MOTION
 NA1689
 NA1689  HISTORY     - Date     Condition        Report By
 NA1689  HISTORY     - 1975     MONUMENTED       NGS
 NA1689
 NA1689                          STATION DESCRIPTION
 NA1689
 NA1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NA1689'4.8 MI N FROM PITCHER.
 NA1689'3.85 MILES NORTH ALONG COUNTY ROAD (POND HILL ROAD) FROM POST OFFICE
 NA1689'IN PITCHER TO SIDE ROAD LEFT, CONTINUE NORTH FOR 0.95 MILE TO MARK ON
 NA1689'LEFT.  39 FEET WEST OF CENTER OF ROAD, 3 FEET WEST OF POWER POLE, 1
 NA1689'FOOT EAST OF WITNESS POST, 1 FOOT NORTH OF FENCE, DISK SET IN A 12
 NA1689'INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  D 287 1942 WAS
 NA1689'DESTROYED AFTER D 287 RESET WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1681 ***********************************************************************
 NA1681  DESIGNATION -  D 288
 NA1681  PID         -  NA1681
 NA1681  STATE/COUNTY-  NY/CHENANGO
 NA1681  USGS QUAD   -  EAST PHARSALIA (1976)
 NA1681
 NA1681                         *CURRENT SURVEY CONTROL
 NA1681  ___________________________________________________________________
 NA1681* NAD 83(1986)-  42 30 51.     (N)    075 41 19.     (W)     SCALED    
 NA1681* NAVD 88     -       484.336  (meters)    1589.03   (feet)  ADJUSTED  
 NA1681  ___________________________________________________________________
 NA1681  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 NA1681  DYNAMIC HT  -         484.160 (meters)    1588.45  (feet)  COMP
 NA1681  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 NA1681
 NA1681  VERT ORDER  -  SECOND    CLASS 0
 NA1681
 NA1681.The horizontal coordinates were scaled from a topographic map and have
 NA1681.an estimated accuracy of +/- 6 seconds.
 NA1681
 NA1681.The orthometric height was determined by differential leveling
 NA1681.and adjusted by the National Geodetic Survey in June 1991..
 NA1681
 NA1681.The geoid height was determined by GEOID03.
 NA1681
 NA1681.The dynamic height is computed by dividing the NAVD 88
 NA1681.geopotential number by the normal gravity value computed on the
 NA1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1681.degrees latitude (g = 980.6199 gals.).
 NA1681
 NA1681.The modeled gravity was interpolated from observed gravity values.
 NA1681
 NA1681;                    North         East    Units  Estimated Accuracy
 NA1681;SPC NY C     -   279,590.      323,520.      MT  (+/- 180 meters Scaled)
 NA1681
 NA1681                          SUPERSEDED SURVEY CONTROL
 NA1681
 NA1681  NGVD 29 (??/??/92)  484.448  (m)         1589.39   (f) ADJ UNCH    2 0
 NA1681
 NA1681.Superseded values are not recommended for survey control.
 NA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1681.See file dsdata.txt to determine how the superseded data were derived.
 NA1681
 NA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN434070(NAD 83)
 NA1681_MARKER: DB = BENCH MARK DISK
 NA1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1681_STAMPING: D 288 1942
 NA1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1681+STABILITY: SURFACE MOTION
 NA1681
 NA1681  HISTORY     - Date     Condition        Report By
 NA1681  HISTORY     - 1942     MONUMENTED       CGS
 NA1681
 NA1681                          STATION DESCRIPTION
 NA1681
 NA1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1681'2.5 MI SE FROM EAST PHARSALIA.
 NA1681'2.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT EAST
 NA1681'PHARSALIA, CHENANGO COUNTY, THENCE 1.3 MILES SOUTH ALONG A COUNTY
 NA1681'ROAD, IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 66 FEET SOUTH OF
 NA1681'THE CENTER LINE OF THE EAST-AND-WEST ROAD, 23 FEET WEST OF THE CENTER
 NA1681'LINE OF THE COUNTY ROAD, 6 FEET EAST OF THE STONE RIGHT-OF-WAY FENCE,
 NA1681'AND 1 FOOT NORTH OF A WITNESS POST.
 NA1681'A STANDARD DISK, STAMPED D 288 1942 AND SET IN THE TOP OF A
 NA1681'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1534 ***********************************************************************
 NA1534  DESIGNATION -  D 289
 NA1534  PID         -  NA1534
 NA1534  STATE/COUNTY-  NY/ONONDAGA
 NA1534  USGS QUAD   -  DE RUYTER (1943)
 NA1534
 NA1534                         *CURRENT SURVEY CONTROL
 NA1534  ___________________________________________________________________
 NA1534* NAD 83(1986)-  42 50 41.     (N)    075 58 54.     (W)     SCALED    
 NA1534* NAVD 88     -       429.205  (meters)    1408.15   (feet)  ADJUSTED  
 NA1534  ___________________________________________________________________
 NA1534  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 NA1534  DYNAMIC HT  -         429.072 (meters)    1407.71  (feet)  COMP
 NA1534  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 NA1534
 NA1534  VERT ORDER  -  SECOND    CLASS 0
 NA1534
 NA1534.The horizontal coordinates were scaled from a topographic map and have
 NA1534.an estimated accuracy of +/- 6 seconds.
 NA1534
 NA1534.The orthometric height was determined by differential leveling
 NA1534.and adjusted by the National Geodetic Survey in June 1991..
 NA1534
 NA1534.The geoid height was determined by GEOID03.
 NA1534
 NA1534.The dynamic height is computed by dividing the NAVD 88
 NA1534.geopotential number by the normal gravity value computed on the
 NA1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1534.degrees latitude (g = 980.6199 gals.).
 NA1534
 NA1534.The modeled gravity was interpolated from observed gravity values.
 NA1534
 NA1534;                    North         East    Units  Estimated Accuracy
 NA1534;SPC NY C     -   316,100.      299,180.      MT  (+/- 180 meters Scaled)
 NA1534
 NA1534                          SUPERSEDED SURVEY CONTROL
 NA1534
 NA1534  NGVD 29 (??/??/92)  429.333  (m)         1408.57   (f) ADJ UNCH    2 0
 NA1534
 NA1534.Superseded values are not recommended for survey control.
 NA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1534.See file dsdata.txt to determine how the superseded data were derived.
 NA1534
 NA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN197440(NAD 83)
 NA1534_MARKER: DB = BENCH MARK DISK
 NA1534_SETTING: 0 = UNSPECIFIED SETTING
 NA1534_STAMPING: D 289 1942
 NA1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1534
 NA1534  HISTORY     - Date     Condition        Report By
 NA1534  HISTORY     - 1942     MONUMENTED       CGS
 NA1534
 NA1534                          STATION DESCRIPTION
 NA1534
 NA1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1534'0.7 MI N FROM FABIUS.
 NA1534'0.7 MILE NORTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE AT FABIUS,
 NA1534'ONONDAGA COUNTY, 55 YARDS NORTH OF THE NORTHWEST CORNER OF A BARN, 50
 NA1534'FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTHEAST OF
 NA1534'POWER-TRANSMISSION LINE POLE SYR 20, 1.1 FEET NORTH OF A PROPERTY
 NA1534'LINE FENCE, AND 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0026 ***********************************************************************
 PH0026  DESIGNATION -  D 29
 PH0026  PID         -  PH0026
 PH0026  STATE/COUNTY-  NY/FRANKLIN
 PH0026  USGS QUAD   -  CHASM FALLS (1980)
 PH0026
 PH0026                         *CURRENT SURVEY CONTROL
 PH0026  ___________________________________________________________________
 PH0026* NAD 83(1986)-  44 47 42.     (N)    074 14 18.     (W)     SCALED    
 PH0026* NAVD 88     -       354.517  (meters)    1163.11   (feet)  ADJUSTED  
 PH0026  ___________________________________________________________________
 PH0026  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PH0026  DYNAMIC HT  -         354.488 (meters)    1163.02  (feet)  COMP
 PH0026  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PH0026
 PH0026  VERT ORDER  -  FIRST     CLASS II
 PH0026
 PH0026.The horizontal coordinates were scaled from a topographic map and have
 PH0026.an estimated accuracy of +/- 6 seconds.
 PH0026
 PH0026.The orthometric height was determined by differential leveling
 PH0026.and adjusted by the National Geodetic Survey in June 1991..
 PH0026
 PH0026.The geoid height was determined by GEOID03.
 PH0026
 PH0026.The dynamic height is computed by dividing the NAVD 88
 PH0026.geopotential number by the normal gravity value computed on the
 PH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0026.degrees latitude (g = 980.6199 gals.).
 PH0026
 PH0026.The modeled gravity was interpolated from observed gravity values.
 PH0026
 PH0026;                    North         East    Units  Estimated Accuracy
 PH0026;SPC NY E     -   662,130.      170,700.      MT  (+/- 180 meters Scaled)
 PH0026
 PH0026                          SUPERSEDED SURVEY CONTROL
 PH0026
 PH0026  NGVD 29 (??/??/92)  354.580  (m)         1163.32   (f) ADJ UNCH    1 2
 PH0026
 PH0026.Superseded values are not recommended for survey control.
 PH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0026.See file dsdata.txt to determine how the superseded data were derived.
 PH0026
 PH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ602604(NAD 83)
 PH0026_MARKER: DB = BENCH MARK DISK
 PH0026_SETTING: 66 = SET IN ROCK OUTCROP
 PH0026_SP_SET: ROCK OUTCROP
 PH0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0026+STABILITY: POSITION/ELEVATION WELL
 PH0026
 PH0026  HISTORY     - Date     Condition        Report By
 PH0026  HISTORY     - UNK      MONUMENTED       CGS
 PH0026  HISTORY     - 1931     GOOD             NGS
 PH0026
 PH0026                          STATION DESCRIPTION
 PH0026
 PH0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0026'0.8 MI S FROM WHIPPLEVILLE.
 PH0026'ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  13.0 FEET SXE
 PH0026'OF TELEGRAPH POLE 168-21.  36.8 FEET EAST OF THE EAST RAIL, 11.2 FEET
 PH0026'WEST OF THE EAST RIGHT-OF-WAY FENCE, IN TOP OF A 5 X 5 FT. ROCK
 PH0026'OUTCROP 1.8 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1172 ***********************************************************************
 OE1172  DESIGNATION -  D 290
 OE1172  PID         -  OE1172
 OE1172  STATE/COUNTY-  NY/ONEIDA
 OE1172  USGS QUAD   -  VERNON (1955)
 OE1172
 OE1172                         *CURRENT SURVEY CONTROL
 OE1172  ___________________________________________________________________
 OE1172* NAD 83(1986)-  43 04 34.     (N)    075 33 29.     (W)     SCALED    
 OE1172* NAVD 88     -       182.179  (meters)     597.70   (feet)  ADJUSTED  
 OE1172  ___________________________________________________________________
 OE1172  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 OE1172  DYNAMIC HT  -         182.131 (meters)     597.54  (feet)  COMP
 OE1172  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 OE1172
 OE1172  VERT ORDER  -  SECOND    CLASS 0
 OE1172
 OE1172.The horizontal coordinates were scaled from a topographic map and have
 OE1172.an estimated accuracy of +/- 6 seconds.
 OE1172
 OE1172.The orthometric height was determined by differential leveling
 OE1172.and adjusted by the National Geodetic Survey in June 1991..
 OE1172
 OE1172.The geoid height was determined by GEOID03.
 OE1172
 OE1172.The dynamic height is computed by dividing the NAVD 88
 OE1172.geopotential number by the normal gravity value computed on the
 OE1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1172.degrees latitude (g = 980.6199 gals.).
 OE1172
 OE1172.The modeled gravity was interpolated from observed gravity values.
 OE1172
 OE1172;                    North         East    Units  Estimated Accuracy
 OE1172;SPC NY C     -   342,140.      333,490.      MT  (+/- 180 meters Scaled)
 OE1172
 OE1172                          SUPERSEDED SURVEY CONTROL
 OE1172
 OE1172  NGVD 29 (??/??/92)  182.340  (m)          598.23   (f) ADJ UNCH    2 0
 OE1172
 OE1172.Superseded values are not recommended for survey control.
 OE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1172.See file dsdata.txt to determine how the superseded data were derived.
 OE1172
 OE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN545694(NAD 83)
 OE1172_MARKER: DB = BENCH MARK DISK
 OE1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1172_SP_SET: CULVERT
 OE1172_STAMPING: D 290 1942
 OE1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1172
 OE1172  HISTORY     - Date     Condition        Report By
 OE1172  HISTORY     - 1942     MONUMENTED       CGS
 OE1172
 OE1172                          STATION DESCRIPTION
 OE1172
 OE1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1172'0.8 MI W FROM VERNON.
 OE1172'0.8 MILE WEST ALONG STATE HIGHWAY NO. 5 FROM THE VERNON HIGH SCHOOL AT
 OE1172'VERNON, AT A CONCRETE BOX CULVERT.  A DISK, SET IN THE TOP OF THE
 OE1172'NORTH HEAD WALL, AND 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1560 ***********************************************************************
 NA1560  DESIGNATION -  D 291
 NA1560  PID         -  NA1560
 NA1560  STATE/COUNTY-  NY/MADISON
 NA1560  USGS QUAD   -  CAZENOVIA (1943)
 NA1560
 NA1560                         *CURRENT SURVEY CONTROL
 NA1560  ___________________________________________________________________
 NA1560* NAD 83(1986)-  42 57 31.     (N)    075 45 56.     (W)     SCALED    
 NA1560* NAVD 88     -       498.667  (meters)    1636.04   (feet)  ADJUSTED  
 NA1560  ___________________________________________________________________
 NA1560  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 NA1560  DYNAMIC HT  -         498.517 (meters)    1635.55  (feet)  COMP
 NA1560  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 NA1560
 NA1560  VERT ORDER  -  SECOND    CLASS 0
 NA1560
 NA1560.The horizontal coordinates were scaled from a topographic map and have
 NA1560.an estimated accuracy of +/- 6 seconds.
 NA1560
 NA1560.The orthometric height was determined by differential leveling
 NA1560.and adjusted by the National Geodetic Survey in June 1991..
 NA1560
 NA1560.The geoid height was determined by GEOID03.
 NA1560
 NA1560.The dynamic height is computed by dividing the NAVD 88
 NA1560.geopotential number by the normal gravity value computed on the
 NA1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1560.degrees latitude (g = 980.6199 gals.).
 NA1560
 NA1560.The modeled gravity was interpolated from observed gravity values.
 NA1560
 NA1560;                    North         East    Units  Estimated Accuracy
 NA1560;SPC NY C     -   328,900.      316,720.      MT  (+/- 180 meters Scaled)
 NA1560
 NA1560                          SUPERSEDED SURVEY CONTROL
 NA1560
 NA1560  NGVD 29 (??/??/92)  498.799  (m)         1636.48   (f) ADJ UNCH    2 0
 NA1560
 NA1560.Superseded values are not recommended for survey control.
 NA1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1560.See file dsdata.txt to determine how the superseded data were derived.
 NA1560
 NA1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN375565(NAD 83)
 NA1560_MARKER: DB = BENCH MARK DISK
 NA1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1560_STAMPING: D 291 1942
 NA1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1560+STABILITY: SURFACE MOTION
 NA1560
 NA1560  HISTORY     - Date     Condition        Report By
 NA1560  HISTORY     - 1942     MONUMENTED       CGS
 NA1560
 NA1560                          STATION DESCRIPTION
 NA1560
 NA1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1560'4.4 MI W FROM PETERBORO.
 NA1560'0.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE PETERBORO UNION SCHOOL
 NA1560'AT PETERBORO THENCE 4.1 MILES WEST ALONG A NARROW CONCRETE ROAD,
 NA1560'AT A GRAVEL
 NA1560'ROAD CROSSING, 36 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 57
 NA1560'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2.5 FEET NORTH OF
 NA1560'THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A REFERENCE POST.  A DISK,
 NA1560'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0063 ***********************************************************************
 LY0063  DESIGNATION -  D 292
 LY0063  PID         -  LY0063
 LY0063  STATE/COUNTY-  NY/ULSTER
 LY0063  USGS QUAD   -  WEST SHOKAN (1969)
 LY0063
 LY0063                         *CURRENT SURVEY CONTROL
 LY0063  ___________________________________________________________________
 LY0063* NAD 83(1986)-  41 55 00.     (N)    074 15 45.     (W)     SCALED    
 LY0063* NAVD 88     -       318.279  (meters)    1044.22   (feet)  ADJUSTED  
 LY0063  ___________________________________________________________________
 LY0063  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LY0063  DYNAMIC HT  -         318.161 (meters)    1043.83  (feet)  COMP
 LY0063  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 LY0063
 LY0063  VERT ORDER  -  SECOND    CLASS 0
 LY0063
 LY0063.The horizontal coordinates were scaled from a topographic map and have
 LY0063.an estimated accuracy of +/- 6 seconds.
 LY0063
 LY0063.The orthometric height was determined by differential leveling
 LY0063.and adjusted by the National Geodetic Survey in June 1991..
 LY0063
 LY0063.The geoid height was determined by GEOID03.
 LY0063
 LY0063.The dynamic height is computed by dividing the NAVD 88
 LY0063.geopotential number by the normal gravity value computed on the
 LY0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0063.degrees latitude (g = 980.6199 gals.).
 LY0063
 LY0063.The modeled gravity was interpolated from observed gravity values.
 LY0063
 LY0063;                    North         East    Units  Estimated Accuracy
 LY0063;SPC NY E     -   342,370.      169,700.      MT  (+/- 180 meters Scaled)
 LY0063
 LY0063                          SUPERSEDED SURVEY CONTROL
 LY0063
 LY0063  NGVD 29 (??/??/92)  318.495  (m)         1044.93   (f) ADJ UNCH    2 0
 LY0063
 LY0063.Superseded values are not recommended for survey control.
 LY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0063.See file dsdata.txt to determine how the superseded data were derived.
 LY0063
 LY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM611407(NAD 83)
 LY0063_MARKER: DB = BENCH MARK DISK
 LY0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0063_SP_SET: OAK TREE
 LY0063_STAMPING: D 292 1942
 LY0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0063
 LY0063  HISTORY     - Date     Condition        Report By
 LY0063  HISTORY     - 1942     MONUMENTED       CGS
 LY0063
 LY0063                          STATION DESCRIPTION
 LY0063
 LY0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0063'2.9 MI NE FROM SAMSONVILLE.
 LY0063'2.9 MILES NORTHEAST ALONG A MACADAM ROAD FROM THE METHODIST
 LY0063'CHURCH AT SAMSONVILLE, ULSTER COUNTY, 15.3 FEET NORTH OF THE
 LY0063'CENTERLINE OF THE ROAD, 40.6 FEET NORTHEAST ACROSS THE ROAD FROM
 LY0063'A BLAZED HICKORY TREE, 58 FEET EAST OF A 20-INCH OAK TREE, AND
 LY0063'2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 292
 LY0063'1942 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1111 ***********************************************************************
 NA1111  DESIGNATION -  D 293
 NA1111  PID         -  NA1111
 NA1111  STATE/COUNTY-  NY/HERKIMER
 NA1111  USGS QUAD   -  MILLERS MILLS (1943)
 NA1111
 NA1111                         *CURRENT SURVEY CONTROL
 NA1111  ___________________________________________________________________
 NA1111* NAD 83(1986)-  42 55 53.     (N)    075 05 32.     (W)     SCALED    
 NA1111* NAVD 88     -       443.678  (meters)    1455.63   (feet)  ADJUSTED  
 NA1111  ___________________________________________________________________
 NA1111  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 NA1111  DYNAMIC HT  -         443.539 (meters)    1455.18  (feet)  COMP
 NA1111  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 NA1111
 NA1111  VERT ORDER  -  SECOND    CLASS 0
 NA1111
 NA1111.The horizontal coordinates were scaled from a topographic map and have
 NA1111.an estimated accuracy of +/- 6 seconds.
 NA1111
 NA1111.The orthometric height was determined by differential leveling
 NA1111.and adjusted by the National Geodetic Survey in June 1991..
 NA1111
 NA1111.The geoid height was determined by GEOID03.
 NA1111
 NA1111.The dynamic height is computed by dividing the NAVD 88
 NA1111.geopotential number by the normal gravity value computed on the
 NA1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1111.degrees latitude (g = 980.6199 gals.).
 NA1111
 NA1111.The modeled gravity was interpolated from observed gravity values.
 NA1111
 NA1111;                    North         East    Units  Estimated Accuracy
 NA1111;SPC NY E     -   455,220.      101,660.      MT  (+/- 180 meters Scaled)
 NA1111
 NA1111                          SUPERSEDED SURVEY CONTROL
 NA1111
 NA1111  NGVD 29 (??/??/92)  443.816  (m)         1456.09   (f) ADJ UNCH    2 0
 NA1111
 NA1111.Superseded values are not recommended for survey control.
 NA1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1111.See file dsdata.txt to determine how the superseded data were derived.
 NA1111
 NA1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN924532(NAD 83)
 NA1111_MARKER: DB = BENCH MARK DISK
 NA1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1111_STAMPING: D 293 1942
 NA1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1111+STABILITY: SURFACE MOTION
 NA1111
 NA1111  HISTORY     - Date     Condition        Report By
 NA1111  HISTORY     - 1942     MONUMENTED       CGS
 NA1111  HISTORY     - 1982     GOOD             NGS
 NA1111
 NA1111                          STATION DESCRIPTION
 NA1111
 NA1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1111'1.2 MI E FROM CEDARVILLE.
 NA1111'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 51 FROM THE MATTESON HOTEL
 NA1111'AT CEDARVILLE, THENCE 1.0 MILE EAST ALONG A BLACK TOP ROAD, AT A Y
 NA1111'INTERSECTION OF BLACK TOP ROAD AND A GRAVEL ROAD LEADING NORTHEAST,
 NA1111'43 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 30 FEET
 NA1111'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 36 FEET SOUTHWEST OF
 NA1111'THE SOUTHWEST CORNER OF A SMALL STONE SCHOOL BUILDING, AND 1.2 FEET
 NA1111'SOUTH OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE
 NA1111'POST.
 NA1111
 NA1111                          STATION RECOVERY (1982)
 NA1111
 NA1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1111'THE GRAVEL ROAD IS NOW PAVED AND THERE IS SOMEONE LIVING IN THE OLD
 NA1111'SCHOOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1090 ***********************************************************************
 NA1090  DESIGNATION -  D 294
 NA1090  PID         -  NA1090
 NA1090  STATE/COUNTY-  NY/OTSEGO
 NA1090  USGS QUAD   -  SCHUYLER LAKE (1981)
 NA1090
 NA1090                         *CURRENT SURVEY CONTROL
 NA1090  ___________________________________________________________________
 NA1090* NAD 83(1986)-  42 52 01.     (N)    075 06 34.     (W)     SCALED    
 NA1090* NAVD 88     -       485.723  (meters)    1593.58   (feet)  ADJUSTED  
 NA1090  ___________________________________________________________________
 NA1090  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 NA1090  DYNAMIC HT  -         485.566 (meters)    1593.06  (feet)  COMP
 NA1090  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 NA1090
 NA1090  VERT ORDER  -  SECOND    CLASS 0
 NA1090
 NA1090.The horizontal coordinates were scaled from a topographic map and have
 NA1090.an estimated accuracy of +/- 6 seconds.
 NA1090
 NA1090.The orthometric height was determined by differential leveling
 NA1090.and adjusted by the National Geodetic Survey in June 1991..
 NA1090
 NA1090.The geoid height was determined by GEOID03.
 NA1090
 NA1090.The dynamic height is computed by dividing the NAVD 88
 NA1090.geopotential number by the normal gravity value computed on the
 NA1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1090.degrees latitude (g = 980.6199 gals.).
 NA1090
 NA1090.The modeled gravity was interpolated from observed gravity values.
 NA1090
 NA1090;                    North         East    Units  Estimated Accuracy
 NA1090;SPC NY E     -   448,070.      100,200.      MT  (+/- 180 meters Scaled)
 NA1090
 NA1090                          SUPERSEDED SURVEY CONTROL
 NA1090
 NA1090  NGVD 29 (??/??/92)  485.856  (m)         1594.01   (f) ADJ UNCH    2 0
 NA1090
 NA1090.Superseded values are not recommended for survey control.
 NA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1090.See file dsdata.txt to determine how the superseded data were derived.
 NA1090
 NA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN910460(NAD 83)
 NA1090_MARKER: DB = BENCH MARK DISK
 NA1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1090_STAMPING: D 294 1942
 NA1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1090+STABILITY: SURFACE MOTION
 NA1090
 NA1090  HISTORY     - Date     Condition        Report By
 NA1090  HISTORY     - 1942     MONUMENTED       CGS
 NA1090
 NA1090                          STATION DESCRIPTION
 NA1090
 NA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1090'3.1 MI SE FROM EAST WINFIELD.
 NA1090'0.3 MILE WEST ALONG U. S. HIGHWAY NO. 20 FROM AN INTERSECTION OF U.
 NA1090'S. HIGHWAY NO. 20 AND STATE HIGHWAY NO. 51 AT EAST WINFIELD, THENCE
 NA1090'2.8 MILES SOUTHEAST ALONG A BLACK TOP ROAD, AT A SMALL FRAME SCHOOL
 NA1090'BUILDING, 16 FEET SOUTH OF THE SOUTHWEST CORNER, 30 FEET NORTH OF THE
 NA1090'CENTER LINE OF THE ROAD, AND 1.0 FOOT SOUTH OF A REFERENCE POST. A
 NA1090'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1102 ***********************************************************************
 NA1102  DESIGNATION -  D 295
 NA1102  PID         -  NA1102
 NA1102  STATE/COUNTY-  NY/OTSEGO
 NA1102  USGS QUAD   -  WEST WINFIELD (1981)
 NA1102
 NA1102                         *CURRENT SURVEY CONTROL
 NA1102  ___________________________________________________________________
 NA1102* NAD 83(1986)-  42 52 33.     (N)    075 13 56.     (W)     SCALED    
 NA1102* NAVD 88     -       370.260  (meters)    1214.76   (feet)  ADJUSTED  
 NA1102  ___________________________________________________________________
 NA1102  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 NA1102  DYNAMIC HT  -         370.146 (meters)    1214.39  (feet)  COMP
 NA1102  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 NA1102
 NA1102  VERT ORDER  -  SECOND    CLASS 0
 NA1102
 NA1102.The horizontal coordinates were scaled from a topographic map and have
 NA1102.an estimated accuracy of +/- 6 seconds.
 NA1102
 NA1102.The orthometric height was determined by differential leveling
 NA1102.and adjusted by the National Geodetic Survey in June 1991..
 NA1102
 NA1102.The geoid height was determined by GEOID03.
 NA1102
 NA1102.The dynamic height is computed by dividing the NAVD 88
 NA1102.geopotential number by the normal gravity value computed on the
 NA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1102.degrees latitude (g = 980.6199 gals.).
 NA1102
 NA1102.The modeled gravity was interpolated from observed gravity values.
 NA1102
 NA1102;                    North         East    Units  Estimated Accuracy
 NA1102;SPC NY E     -   449,140.       90,180.      MT  (+/- 180 meters Scaled)
 NA1102
 NA1102                          SUPERSEDED SURVEY CONTROL
 NA1102
 NA1102  NGVD 29 (??/??/92)  370.386  (m)         1215.17   (f) ADJ UNCH    2 0
 NA1102
 NA1102.Superseded values are not recommended for survey control.
 NA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1102.See file dsdata.txt to determine how the superseded data were derived.
 NA1102
 NA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN810470(NAD 83)
 NA1102_MARKER: DB = BENCH MARK DISK
 NA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1102_STAMPING: D 295 1942
 NA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1102+STABILITY: SURFACE MOTION
 NA1102
 NA1102  HISTORY     - Date     Condition        Report By
 NA1102  HISTORY     - 1942     MONUMENTED       CGS
 NA1102  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1102
 NA1102                          STATION DESCRIPTION
 NA1102
 NA1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1102'1.0 MI E FROM BRIDGEWATER.
 NA1102'1.0 MILE EAST ALONG U. S. HIGHWAY NO. 20 FROM THE JUNCTION OF U. S.
 NA1102'HIGHWAY NO. 20 AND STATE HIGHWAY NO. 8 AT BRIDGEWATER, AT A JUNCTION
 NA1102'OF U. S. HIGHWAY NO. 20 AND STATE HIGHWAY NO. 413, 69 FEET EAST OF
 NA1102'THE CENTER LINE OF THE STATE HIGHWAY, 30 FEET SOUTH OF THE CENTER
 NA1102'LINE OF THE U. S. HIGHWAY, 1.5 FEET NORTH OF A FENCE, AND 1 1/2 FEET
 NA1102'WEST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
 NA1102
 NA1102                          STATION RECOVERY (1982)
 NA1102
 NA1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1102'NOT RECOVERED, MARK ASSUMED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1103 ***********************************************************************
 NA1103  DESIGNATION -  D 295 RESET 1970
 NA1103  PID         -  NA1103
 NA1103  STATE/COUNTY-  NY/ONEIDA
 NA1103  USGS QUAD   -  WEST WINFIELD (1981)
 NA1103
 NA1103                         *CURRENT SURVEY CONTROL
 NA1103  ___________________________________________________________________
 NA1103* NAD 83(1986)-  42 52 33.     (N)    075 13 56.     (W)     SCALED    
 NA1103* NAVD 88     -       378.04   (meters)    1240.3    (feet)  RESET     
 NA1103  ___________________________________________________________________
 NA1103  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 NA1103
 NA1103  VERT ORDER  -  THIRD
 NA1103
 NA1103.The horizontal coordinates were scaled from a topographic map and have
 NA1103.an estimated accuracy of +/- 6 seconds.
 NA1103
 NA1103.The orthometric height was computed from unverified reset data.
 NA1103
 NA1103.The geoid height was determined by GEOID03.
 NA1103
 NA1103;                    North         East    Units  Estimated Accuracy
 NA1103;SPC NY C     -   320,260.      360,390.      MT  (+/- 180 meters Scaled)
 NA1103
 NA1103                          SUPERSEDED SURVEY CONTROL
 NA1103
 NA1103.No superseded survey control is available for this station.
 NA1103
 NA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN810470(NAD 83)
 NA1103_MARKER: DB = BENCH MARK DISK
 NA1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1103_SP_SET: CONCRETE DROP INLET
 NA1103_STAMPING: D 295 RESET 1970
 NA1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1103
 NA1103  HISTORY     - Date     Condition        Report By
 NA1103  HISTORY     - 1970     MONUMENTED       NGS
 NA1103
 NA1103                          STATION DESCRIPTION
 NA1103
 NA1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NA1103'1.2 MI E FROM BRIDGEWATER.
 NA1103'ABOUT 1.2 MILES EAST ALONG U.S. 20 FROM THE INTERSECTION OF STATE
 NA1103'HIGHWAY NO. 8 AT BRIDGEWATER, ONEIDA COUNTY, 1035 FT. EASTERLY
 NA1103'ALONG U.S.
 NA1103'20 FROM THE INTERSECTION OF OTSEGO COUNTY HIGHWAY 18-FORMERLY STATE
 NA1103'NO. 413, 25 FT. NORTH OF THE CENTER OF U.S. 20, SET IN THE TOP OF A
 NA1103'CONCRETE DROP INLET.  A STANDARD DISK, STAMPED D 295 RESET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0162 ***********************************************************************
 NA0162  DESIGNATION -  D 296
 NA0162  PID         -  NA0162
 NA0162  STATE/COUNTY-  NY/SCHOHARIE
 NA0162  USGS QUAD   -  GALLUPVILLE (1978)
 NA0162
 NA0162                         *CURRENT SURVEY CONTROL
 NA0162  ___________________________________________________________________
 NA0162* NAD 83(1986)-  42 39 28.     (N)    074 13 21.     (W)     SCALED    
 NA0162* NAVD 88     -       231.748  (meters)     760.33   (feet)  ADJUSTED  
 NA0162  ___________________________________________________________________
 NA0162  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NA0162  DYNAMIC HT  -         231.676 (meters)     760.09  (feet)  COMP
 NA0162  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NA0162
 NA0162  VERT ORDER  -  SECOND    CLASS 0
 NA0162
 NA0162.The horizontal coordinates were scaled from a topographic map and have
 NA0162.an estimated accuracy of +/- 6 seconds.
 NA0162
 NA0162.The orthometric height was determined by differential leveling
 NA0162.and adjusted by the National Geodetic Survey in June 1991..
 NA0162
 NA0162.The geoid height was determined by GEOID03.
 NA0162
 NA0162.The dynamic height is computed by dividing the NAVD 88
 NA0162.geopotential number by the normal gravity value computed on the
 NA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0162.degrees latitude (g = 980.6199 gals.).
 NA0162
 NA0162.The modeled gravity was interpolated from observed gravity values.
 NA0162
 NA0162;                    North         East    Units  Estimated Accuracy
 NA0162;SPC NY E     -   424,700.      172,750.      MT  (+/- 180 meters Scaled)
 NA0162
 NA0162                          SUPERSEDED SURVEY CONTROL
 NA0162
 NA0162  NGVD 29 (??/??/92)  231.901  (m)          760.83   (f) ADJ UNCH    2 0
 NA0162
 NA0162.Superseded values are not recommended for survey control.
 NA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0162.See file dsdata.txt to determine how the superseded data were derived.
 NA0162
 NA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN637231(NAD 83)
 NA0162_MARKER: DB = BENCH MARK DISK
 NA0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0162_SP_SET: BRIDGE ABUTMENT
 NA0162_STAMPING: D 296 1942
 NA0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0162
 NA0162  HISTORY     - Date     Condition        Report By
 NA0162  HISTORY     - 1942     MONUMENTED       CGS
 NA0162
 NA0162                          STATION DESCRIPTION
 NA0162
 NA0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0162'0.9 MI SE FROM GALLUPVILLE.
 NA0162'ABOUT 0.9 MILE SOUTHEAST ALONG HIGHWAY NO. 43 FROM THE HIGHWAY BRIDGE
 NA0162'OVER KING CREEK AT GALLUPVILLE, AT BRIDGE NO. 5039 B4, A U.S.C. AND
 NA0162'G.S. DISK SET IN THE TOP OF THE NORTHEAST ABUTMENT OF A STEEL BRIDGE
 NA0162'OVER FOX CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1649 ***********************************************************************
 NA1649  DESIGNATION -  D 297
 NA1649  PID         -  NA1649
 NA1649  STATE/COUNTY-  NY/CHENANGO
 NA1649  USGS QUAD   -  EARLVILLE (1943)
 NA1649
 NA1649                         *CURRENT SURVEY CONTROL
 NA1649  ___________________________________________________________________
 NA1649* NAD 83(1986)-  42 41 32.     (N)    075 33 32.     (W)     SCALED    
 NA1649* NAVD 88     -       339.808  (meters)    1114.85   (feet)  ADJUSTED  
 NA1649  ___________________________________________________________________
 NA1649  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 NA1649  DYNAMIC HT  -         339.701 (meters)    1114.50  (feet)  COMP
 NA1649  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NA1649
 NA1649  VERT ORDER  -  SECOND    CLASS 0
 NA1649
 NA1649.The horizontal coordinates were scaled from a topographic map and have
 NA1649.an estimated accuracy of +/- 6 seconds.
 NA1649
 NA1649.The orthometric height was determined by differential leveling
 NA1649.and adjusted by the National Geodetic Survey in June 1991..
 NA1649
 NA1649.The geoid height was determined by GEOID03.
 NA1649
 NA1649.The dynamic height is computed by dividing the NAVD 88
 NA1649.geopotential number by the normal gravity value computed on the
 NA1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1649.degrees latitude (g = 980.6199 gals.).
 NA1649
 NA1649.The modeled gravity was interpolated from observed gravity values.
 NA1649
 NA1649;                    North         East    Units  Estimated Accuracy
 NA1649;SPC NY C     -   299,490.      333,950.      MT  (+/- 180 meters Scaled)
 NA1649
 NA1649                          SUPERSEDED SURVEY CONTROL
 NA1649
 NA1649  NGVD 29 (??/??/92)  339.926  (m)         1115.24   (f) ADJ UNCH    2 0
 NA1649
 NA1649.Superseded values are not recommended for survey control.
 NA1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1649.See file dsdata.txt to determine how the superseded data were derived.
 NA1649
 NA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN542267(NAD 83)
 NA1649_MARKER: DB = BENCH MARK DISK
 NA1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1649_STAMPING: D 297 1942
 NA1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1649+STABILITY: SURFACE MOTION
 NA1649
 NA1649  HISTORY     - Date     Condition        Report By
 NA1649  HISTORY     - 1942     MONUMENTED       CGS
 NA1649
 NA1649                          STATION DESCRIPTION
 NA1649
 NA1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1649'0.8 MI NE FROM SMYRNA.
 NA1649'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 NA1649'SMYRNA, CHENANGO COUNTY, IN THE EAST QUARTER OF THE CROSSING OF THE
 NA1649'NEW YORK, ONTARIO AND WESTERN RAILWAY, 12 FEET WEST OF POLE 825, 34.6
 NA1649'FEET EAST OF THE EAST RAIL OF THE TRACK, 29 FEET NORTH OF THE CENTER
 NA1649'LINE OF THE HIGHWAY, 3.8 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1.3
 NA1649'FEET WEST OF A WITNESS POST.  A STANDARD DISK, STAMPED D 297 1942 AND
 NA1649'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1055 ***********************************************************************
 NA1055  DESIGNATION -  D 298
 NA1055  PID         -  NA1055
 NA1055  STATE/COUNTY-  NY/MADISON
 NA1055  USGS QUAD   -  SHERBURNE (1994)
 NA1055
 NA1055                         *CURRENT SURVEY CONTROL
 NA1055  ___________________________________________________________________
 NA1055* NAD 83(1986)-  42 44 53.     (N)    075 23 26.     (W)     SCALED    
 NA1055* NAVD 88     -       540.688  (meters)    1773.91   (feet)  ADJUSTED  
 NA1055  ___________________________________________________________________
 NA1055  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 NA1055  DYNAMIC HT  -         540.508 (meters)    1773.32  (feet)  COMP
 NA1055  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 NA1055
 NA1055  VERT ORDER  -  SECOND    CLASS 0
 NA1055
 NA1055.The horizontal coordinates were scaled from a topographic map and have
 NA1055.an estimated accuracy of +/- 6 seconds.
 NA1055
 NA1055.The orthometric height was determined by differential leveling
 NA1055.and adjusted by the National Geodetic Survey in June 1991..
 NA1055
 NA1055.The geoid height was determined by GEOID03.
 NA1055
 NA1055.The dynamic height is computed by dividing the NAVD 88
 NA1055.geopotential number by the normal gravity value computed on the
 NA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1055.degrees latitude (g = 980.6199 gals.).
 NA1055
 NA1055.The modeled gravity was interpolated from observed gravity values.
 NA1055
 NA1055;                    North         East    Units  Estimated Accuracy
 NA1055;SPC NY C     -   305,870.      347,650.      MT  (+/- 180 meters Scaled)
 NA1055
 NA1055                          SUPERSEDED SURVEY CONTROL
 NA1055
 NA1055  NGVD 29 (??/??/92)  540.805  (m)         1774.29   (f) ADJ UNCH    2 0
 NA1055
 NA1055.Superseded values are not recommended for survey control.
 NA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1055.See file dsdata.txt to determine how the superseded data were derived.
 NA1055
 NA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN680329(NAD 83)
 NA1055_MARKER: DB = BENCH MARK DISK
 NA1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1055_STAMPING: D 298 1942
 NA1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1055+STABILITY: SURFACE MOTION
 NA1055
 NA1055  HISTORY     - Date     Condition        Report By
 NA1055  HISTORY     - 1942     MONUMENTED       CGS
 NA1055
 NA1055                          STATION DESCRIPTION
 NA1055
 NA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1055'6.8 MI SW FROM BROOKFIELD.
 NA1055'6.8 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 NA1055'BROOKFIELD, MADISON COUNTY, 0.4 MILE SOUTH OF A TRUCK TRAIL LEADING
 NA1055'WEST, 0.3 MILE SOUTH OF A TRUCK TRAIL LEADING EAST, AT THE SUMMIT OF
 NA1055'A HILL, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 0.8 FOOT
 NA1055'WEST OF A WITNESS POST.  A STANDARD DISK, STAMPED D 298 1942 AND SET
 NA1055'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1380 ***********************************************************************
 NA1380  DESIGNATION -  D 299
 NA1380  PID         -  NA1380
 NA1380  STATE/COUNTY-  NY/DELAWARE
 NA1380  USGS QUAD   -  FRANKLIN (1982)
 NA1380
 NA1380                         *CURRENT SURVEY CONTROL
 NA1380  ___________________________________________________________________
 NA1380* NAD 83(1986)-  42 19 14.     (N)    075 10 54.     (W)     SCALED    
 NA1380* NAVD 88     -       364.813  (meters)    1196.89   (feet)  ADJUSTED  
 NA1380  ___________________________________________________________________
 NA1380  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NA1380  DYNAMIC HT  -         364.681 (meters)    1196.46  (feet)  COMP
 NA1380  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 NA1380
 NA1380  VERT ORDER  -  SECOND    CLASS 0
 NA1380
 NA1380.The horizontal coordinates were scaled from a topographic map and have
 NA1380.an estimated accuracy of +/- 6 seconds.
 NA1380
 NA1380.The orthometric height was determined by differential leveling
 NA1380.and adjusted by the National Geodetic Survey in June 1991..
 NA1380
 NA1380.The geoid height was determined by GEOID03.
 NA1380
 NA1380.The dynamic height is computed by dividing the NAVD 88
 NA1380.geopotential number by the normal gravity value computed on the
 NA1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1380.degrees latitude (g = 980.6199 gals.).
 NA1380
 NA1380.The modeled gravity was interpolated from observed gravity values.
 NA1380
 NA1380;                    North         East    Units  Estimated Accuracy
 NA1380;SPC NY E     -   387,430.       93,810.      MT  (+/- 180 meters Scaled)
 NA1380
 NA1380                          SUPERSEDED SURVEY CONTROL
 NA1380
 NA1380  NGVD 29 (??/??/92)  364.934  (m)         1197.29   (f) ADJ UNCH    2 0
 NA1380
 NA1380.Superseded values are not recommended for survey control.
 NA1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1380.See file dsdata.txt to determine how the superseded data were derived.
 NA1380
 NA1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM850853(NAD 83)
 NA1380_MARKER: DB = BENCH MARK DISK
 NA1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1380_SP_SET: BRIDGE
 NA1380_STAMPING: D-299 1942
 NA1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1380
 NA1380  HISTORY     - Date     Condition        Report By
 NA1380  HISTORY     - 1942     MONUMENTED       CGS
 NA1380  HISTORY     - 1965     GOOD             LOCSUR
 NA1380
 NA1380                          STATION DESCRIPTION
 NA1380
 NA1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1380'1.7 MI S FROM FRANKLIN.
 NA1380'1.7 MILES SOUTH ALONG STATE HIGHWAY NO. 7 B FROM THE POST OFFICE AT
 NA1380'FRANKLIN, SET IN THE SOUTH CORNER OF THE EAST ABUTMENT OF THE LARGE
 NA1380'CONCRETE BRIDGE OVER HANDSOME BROOK, 22 FEET SOUTH OF THE CENTER-LINE
 NA1380'OF THE HIGHWAY, LEVEL WITH ROAD.  A BENCH MARK DISK.
 NA1380
 NA1380                          STATION RECOVERY (1965)
 NA1380
 NA1380'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 NA1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0326 ***********************************************************************
 PH0326  DESIGNATION -  D 30
 PH0326  PID         -  PH0326
 PH0326  STATE/COUNTY-  NY/ST LAWRENCE
 PH0326  USGS QUAD   -  
 PH0326
 PH0326                         *CURRENT SURVEY CONTROL
 PH0326  ___________________________________________________________________
 PH0326* NAD 83(1986)-  44 10 58.     (N)    074 35 53.     (W)     SCALED    
 PH0326* NAVD 88     -       510.769  (meters)    1675.75   (feet)  ADJUSTED  
 PH0326  ___________________________________________________________________
 PH0326  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH0326  DYNAMIC HT  -         510.671 (meters)    1675.43  (feet)  COMP
 PH0326  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 PH0326
 PH0326  VERT ORDER  -  FIRST     CLASS I
 PH0326
 PH0326.The horizontal coordinates were scaled from a topographic map and have
 PH0326.an estimated accuracy of +/- 6 seconds.
 PH0326
 PH0326.The orthometric height was determined by differential leveling
 PH0326.and adjusted by the National Geodetic Survey in June 1991..
 PH0326
 PH0326.The geoid height was determined by GEOID03.
 PH0326
 PH0326.The dynamic height is computed by dividing the NAVD 88
 PH0326.geopotential number by the normal gravity value computed on the
 PH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0326.degrees latitude (g = 980.6199 gals.).
 PH0326
 PH0326.The modeled gravity was interpolated from observed gravity values.
 PH0326
 PH0326;                    North         East    Units  Estimated Accuracy
 PH0326;SPC NY E     -   594,080.      142,160.      MT  (+/- 180 meters Scaled)
 PH0326
 PH0326                          SUPERSEDED SURVEY CONTROL
 PH0326
 PH0326  NGVD 29 (??/??/92)  510.821  (m)         1675.92   (f) ADJ UNCH    1 1
 PH0326
 PH0326.Superseded values are not recommended for survey control.
 PH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0326.See file dsdata.txt to determine how the superseded data were derived.
 PH0326
 PH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP321922(NAD 83)
 PH0326_MARKER: DB = BENCH MARK DISK
 PH0326_SETTING: 80 = SET IN A BOULDER
 PH0326_SP_SET: BOULDER
 PH0326_STAMPING: D 30 1931
 PH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0326+STABILITY: SURFACE MOTION
 PH0326
 PH0326  HISTORY     - Date     Condition        Report By
 PH0326  HISTORY     - 1931     MONUMENTED       CGS
 PH0326  HISTORY     - 1975     GOOD             NGS
 PH0326
 PH0326                          STATION DESCRIPTION
 PH0326
 PH0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0326'10.10 MI SW FROM TUPPER LAKE.
 PH0326'ABOUT 10.10 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH0326'THE CROSSING OF STATE HIGHWAY 3 AT TUPPER LAKE, 67.0 FEET SOUTHWEST OF
 PH0326'MILE POLE 104, 40.6 FEET WEST OF THE WEST RAIL, 40.0 FEET SOUTH OF THE
 PH0326'CENTER OF A DIRT ROAD LEADING WEST, 32.5 FEET SOUTHEAST OF POWER POLE
 PH0326'NO. 66-1, SET IN THE TOP OF A LARGE BOULDER ABOUT LEVEL WITH THE
 PH0326'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1055 ***********************************************************************
 MZ1055  DESIGNATION -  D 300
 MZ1055  PID         -  MZ1055
 MZ1055  STATE/COUNTY-  NY/ALBANY
 MZ1055  USGS QUAD   -  ALBANY (1980)
 MZ1055
 MZ1055                         *CURRENT SURVEY CONTROL
 MZ1055  ___________________________________________________________________
 MZ1055* NAD 83(1986)-  42 39 11.     (N)    073 46 27.     (W)     SCALED    
 MZ1055* NAVD 88     -        55.856  (meters)     183.25   (feet)  ADJUSTED  
 MZ1055  ___________________________________________________________________
 MZ1055  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ1055  DYNAMIC HT  -          55.841 (meters)     183.21  (feet)  COMP
 MZ1055  MODELED GRAV-     980,343.2   (mgal)                       NAVD 88
 MZ1055
 MZ1055  VERT ORDER  -  SECOND    CLASS 0
 MZ1055
 MZ1055.The horizontal coordinates were scaled from a topographic map and have
 MZ1055.an estimated accuracy of +/- 6 seconds.
 MZ1055
 MZ1055.The orthometric height was determined by differential leveling
 MZ1055.and adjusted by the National Geodetic Survey in June 1991..
 MZ1055
 MZ1055.The geoid height was determined by GEOID03.
 MZ1055
 MZ1055.The dynamic height is computed by dividing the NAVD 88
 MZ1055.geopotential number by the normal gravity value computed on the
 MZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1055.degrees latitude (g = 980.6199 gals.).
 MZ1055
 MZ1055.The modeled gravity was interpolated from observed gravity values.
 MZ1055
 MZ1055;                    North         East    Units  Estimated Accuracy
 MZ1055;SPC NY E     -   424,390.      209,510.      MT  (+/- 180 meters Scaled)
 MZ1055
 MZ1055                          SUPERSEDED SURVEY CONTROL
 MZ1055
 MZ1055  NGVD 29 (??/??/92)   56.048  (m)          183.88   (f) ADJ UNCH    2 0
 MZ1055
 MZ1055.Superseded values are not recommended for survey control.
 MZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1055.See file dsdata.txt to determine how the superseded data were derived.
 MZ1055
 MZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN004230(NAD 83)
 MZ1055_MARKER: DB = BENCH MARK DISK
 MZ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ1055_STAMPING: D 300 1942
 MZ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1055+STABILITY: SURFACE MOTION
 MZ1055
 MZ1055  HISTORY     - Date     Condition        Report By
 MZ1055  HISTORY     - 1942     MONUMENTED       CGS
 MZ1055  HISTORY     - 1963     GOOD             LOCENG
 MZ1055
 MZ1055                          STATION DESCRIPTION
 MZ1055
 MZ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1055'AT ALBANY.
 MZ1055'AT ALBANY, AT THE CORNER OF NEW SCOTLAND AVE. AND MYRTLE AVE., 40 FEET
 MZ1055'SOUTH OF THE CENTER LINE OF MYRTLE AVE., 24 FEET NORTHWEST OF THE
 MZ1055'CENTER LINE OF NEW SCOTLAND AVE., 7 FEET WEST OF NY POLE NO. 6, A
 MZ1055'U.S.C. AND G.S. DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH
 MZ1055'THE GROUND.
 MZ1055
 MZ1055                          STATION RECOVERY (1963)
 MZ1055
 MZ1055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 MZ1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9967 ***********************************************************************
 AA9967  DESIGNATION -  D 301 RESET
 AA9967  PID         -  AA9967
 AA9967  STATE/COUNTY-  NY/ALBANY
 AA9967  USGS QUAD   -  VOORHEESVILLE (1980)
 AA9967
 AA9967                         *CURRENT SURVEY CONTROL
 AA9967  ___________________________________________________________________
 AA9967* NAD 83(1986)-  42 42 41.     (N)    073 59 24.     (W)     SCALED    
 AA9967* NAVD 88     -        95.31   (meters)     312.7    (feet)  RESET     
 AA9967  ___________________________________________________________________
 AA9967  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AA9967
 AA9967  VERT ORDER  -  THIRD
 AA9967
 AA9967.The horizontal coordinates were scaled from a topographic map and have
 AA9967.an estimated accuracy of +/- 6 seconds.
 AA9967
 AA9967.The orthometric height was computed from unverified reset data.
 AA9967
 AA9967.The geoid height was determined by GEOID03.
 AA9967
 AA9967;                    North         East    Units  Estimated Accuracy
 AA9967;SPC NY E     -   430,740.      191,780.      MT  (+/- 180 meters Scaled)
 AA9967
 AA9967                          SUPERSEDED SURVEY CONTROL
 AA9967
 AA9967.No superseded survey control is available for this station.
 AA9967
 AA9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN827292(NAD 83)
 AA9967_MARKER: DV = VERTICAL CONTROL DISK
 AA9967_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9967_SP_SET: BRIDGE WINGWALL
 AA9967_STAMPING: D 301 RESET 1994
 AA9967_MARK LOGO: NGS   
 AA9967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9967
 AA9967  HISTORY     - Date     Condition        Report By
 AA9967  HISTORY     - 1994     MONUMENTED       LOCENG
 AA9967
 AA9967                          STATION DESCRIPTION
 AA9967
 AA9967'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DE)
 AA9967'1.3 MILES (2.1 KM) WEST ALONG STATE HIGHWAY 146 FROM THE PUBLIC SCHOOL
 AA9967'IN GUILDERLAND CENTER, 390 FEET (118.9 M) WEST OF THE JUNCTION OF
 AA9967'STATE HIGHWAY 158, AT HIGHWAY BRIDGE NO 177 B-2 OVER BLACK CREEK, AND
 AA9967'IN THE TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1151 ***********************************************************************
 NA1151  DESIGNATION -  D 304
 NA1151  PID         -  NA1151
 NA1151  STATE/COUNTY-  NY/OTSEGO
 NA1151  USGS QUAD   -  MT VISION (1994)
 NA1151
 NA1151                         *CURRENT SURVEY CONTROL
 NA1151  ___________________________________________________________________
 NA1151* NAD 83(1986)-  42 31 26.     (N)    075 05 08.     (W)     SCALED    
 NA1151* NAVD 88     -       360.377  (meters)    1182.34   (feet)  ADJUSTED  
 NA1151  ___________________________________________________________________
 NA1151  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NA1151  DYNAMIC HT  -         360.246 (meters)    1181.91  (feet)  COMP
 NA1151  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 NA1151
 NA1151  VERT ORDER  -  SECOND    CLASS 0
 NA1151
 NA1151.The horizontal coordinates were scaled from a topographic map and have
 NA1151.an estimated accuracy of +/- 6 seconds.
 NA1151
 NA1151.The orthometric height was determined by differential leveling
 NA1151.and adjusted by the National Geodetic Survey in June 1991..
 NA1151
 NA1151.The geoid height was determined by GEOID03.
 NA1151
 NA1151.The dynamic height is computed by dividing the NAVD 88
 NA1151.geopotential number by the normal gravity value computed on the
 NA1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1151.degrees latitude (g = 980.6199 gals.).
 NA1151
 NA1151.The modeled gravity was interpolated from observed gravity values.
 NA1151
 NA1151;                    North         East    Units  Estimated Accuracy
 NA1151;SPC NY E     -   409,950.      101,890.      MT  (+/- 180 meters Scaled)
 NA1151
 NA1151                          SUPERSEDED SURVEY CONTROL
 NA1151
 NA1151  NGVD 29 (??/??/92)  360.494  (m)         1182.72   (f) ADJ UNCH    2 0
 NA1151
 NA1151.Superseded values are not recommended for survey control.
 NA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1151.See file dsdata.txt to determine how the superseded data were derived.
 NA1151
 NA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN929079(NAD 83)
 NA1151_MARKER: DB = BENCH MARK DISK
 NA1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1151_STAMPING: D 304 1942
 NA1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1151+STABILITY: SURFACE MOTION
 NA1151
 NA1151  HISTORY     - Date     Condition        Report By
 NA1151  HISTORY     - 1942     MONUMENTED       CGS
 NA1151
 NA1151                          STATION DESCRIPTION
 NA1151
 NA1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1151'4.4 MI S FROM MT. VISION.
 NA1151'4.4 MILES SOUTH ALONG STATE HIGHWAY NO. 205 FROM THE FIRST BAPTIST
 NA1151'CHURCH AT MT. VISTION, AT A T INTERSECTION OF THE HIGHWAY AND A
 NA1151'GRAVEL ROAD LEADING SOUTHEAST, 48 FEET SOUTHEAST OF THE CENTER LINE
 NA1151'OF THE HIGHWAY, 33 FEET NORTHEAST OF THE CENTER LINE OF GRAVEL ROAD,
 NA1151'38 FEET SOUTH OF THE CENTER OF THE SOUTHEAST END OF A 6-BY-6 FOOT
 NA1151'CONCRETE BOX CULVERT, 2.0 FEET NORTHWEST OF A REFERENCE POST.  A DISK,
 NA1151'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1196 ***********************************************************************
 NA1196  DESIGNATION -  D 305
 NA1196  PID         -  NA1196
 NA1196  STATE/COUNTY-  NY/OTSEGO
 NA1196  USGS QUAD   -  MORRIS (1994)
 NA1196
 NA1196                         *CURRENT SURVEY CONTROL
 NA1196  ___________________________________________________________________
 NA1196* NAD 83(1986)-  42 32 53.     (N)    075 12 07.     (W)     SCALED    
 NA1196* NAVD 88     -       466.019  (meters)    1528.93   (feet)  ADJUSTED  
 NA1196  ___________________________________________________________________
 NA1196  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 NA1196  DYNAMIC HT  -         465.861 (meters)    1528.41  (feet)  COMP
 NA1196  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 NA1196
 NA1196  VERT ORDER  -  SECOND    CLASS 0
 NA1196
 NA1196.The horizontal coordinates were scaled from a topographic map and have
 NA1196.an estimated accuracy of +/- 6 seconds.
 NA1196
 NA1196.The orthometric height was determined by differential leveling
 NA1196.and adjusted by the National Geodetic Survey in June 1991..
 NA1196
 NA1196.The geoid height was determined by GEOID03.
 NA1196
 NA1196.The dynamic height is computed by dividing the NAVD 88
 NA1196.geopotential number by the normal gravity value computed on the
 NA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1196.degrees latitude (g = 980.6199 gals.).
 NA1196
 NA1196.The modeled gravity was interpolated from observed gravity values.
 NA1196
 NA1196;                    North         East    Units  Estimated Accuracy
 NA1196;SPC NY E     -   412,710.       92,350.      MT  (+/- 180 meters Scaled)
 NA1196
 NA1196                          SUPERSEDED SURVEY CONTROL
 NA1196
 NA1196  NGVD 29 (??/??/92)  466.141  (m)         1529.33   (f) ADJ UNCH    2 0
 NA1196
 NA1196.Superseded values are not recommended for survey control.
 NA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1196.See file dsdata.txt to determine how the superseded data were derived.
 NA1196
 NA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN834106(NAD 83)
 NA1196_MARKER: DB = BENCH MARK DISK
 NA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1196_STAMPING: D 305 1942
 NA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1196+STABILITY: SURFACE MOTION
 NA1196
 NA1196  HISTORY     - Date     Condition        Report By
 NA1196  HISTORY     - 1942     MONUMENTED       CGS
 NA1196
 NA1196                          STATION DESCRIPTION
 NA1196
 NA1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1196'2.4 MI E FROM MORRIS.
 NA1196'2.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1196'BANK OF MORRIS, AT A Y INTERSECTION OF THE HIGHWAY AND A NARROW BLACK
 NA1196'TOP ROAD LEADING SOUTHEAST, 41 FEET SOUTH OF THE CENTER LINE OF THE
 NA1196'HIGHWAY, 34 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 NA1196'26 FEET EAST OF A TELEPHONE POLE, AND 1 1/2 FEET NORTH OF A REFERENCE
 NA1196'POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1351 ***********************************************************************
 NA1351  DESIGNATION -  D 306 RESET 1968
 NA1351  PID         -  NA1351
 NA1351  STATE/COUNTY-  NY/OTSEGO
 NA1351  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1351
 NA1351                         *CURRENT SURVEY CONTROL
 NA1351  ___________________________________________________________________
 NA1351* NAD 83(1986)-  42 27 10.     (N)    075 20 23.     (W)     SCALED    
 NA1351* NAVD 88     -       333.94   (meters)    1095.6    (feet)  RESET     
 NA1351  ___________________________________________________________________
 NA1351  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 NA1351
 NA1351  VERT ORDER  -  THIRD
 NA1351
 NA1351.The horizontal coordinates were scaled from a topographic map and have
 NA1351.an estimated accuracy of +/- 6 seconds.
 NA1351
 NA1351.The orthometric height was computed from unverified reset data.
 NA1351
 NA1351.The geoid height was determined by GEOID03.
 NA1351
 NA1351;                    North         East    Units  Estimated Accuracy
 NA1351;SPC NY E     -   402,230.       80,930.      MT  (+/- 180 meters Scaled)
 NA1351
 NA1351                          SUPERSEDED SURVEY CONTROL
 NA1351
 NA1351.No superseded survey control is available for this station.
 NA1351
 NA1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN720001(NAD 83)
 NA1351_MARKER: DB = BENCH MARK DISK
 NA1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1351_STAMPING: D 306 RESET 1968
 NA1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1351+STABILITY: SURFACE MOTION
 NA1351
 NA1351  HISTORY     - Date     Condition        Report By
 NA1351  HISTORY     - 1968     MONUMENTED       CGS
 NA1351  HISTORY     - 1969     GOOD             NGS
 NA1351
 NA1351                          STATION DESCRIPTION
 NA1351
 NA1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NA1351'1.5 MI S FROM GILBERTSVILLE.
 NA1351'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 51 FROM MAJORS INN AT
 NA1351'GILBERTSVILLE, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE WEST END OF
 NA1351'A MULTIPLATE PIPE ARCH CULVERT, 53 FEET WEST OF THE CENTER LINE OF
 NA1351'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1364 ***********************************************************************
 NA1364  DESIGNATION -  D 307
 NA1364  PID         -  NA1364
 NA1364  STATE/COUNTY-  NY/OTSEGO
 NA1364  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1364
 NA1364                         *CURRENT SURVEY CONTROL
 NA1364  ___________________________________________________________________
 NA1364* NAD 83(1986)-  42 28 55.     (N)    075 15 08.     (W)     SCALED    
 NA1364* NAVD 88     -       450.196  (meters)    1477.02   (feet)  ADJUSTED  
 NA1364  ___________________________________________________________________
 NA1364  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 NA1364  DYNAMIC HT  -         450.037 (meters)    1476.50  (feet)  COMP
 NA1364  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 NA1364
 NA1364  VERT ORDER  -  SECOND    CLASS 0
 NA1364
 NA1364.The horizontal coordinates were scaled from a topographic map and have
 NA1364.an estimated accuracy of +/- 6 seconds.
 NA1364
 NA1364.The orthometric height was determined by differential leveling
 NA1364.and adjusted by the National Geodetic Survey in June 1991..
 NA1364
 NA1364.The geoid height was determined by GEOID03.
 NA1364
 NA1364.The dynamic height is computed by dividing the NAVD 88
 NA1364.geopotential number by the normal gravity value computed on the
 NA1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1364.degrees latitude (g = 980.6199 gals.).
 NA1364
 NA1364.The modeled gravity was interpolated from observed gravity values.
 NA1364
 NA1364;                    North         East    Units  Estimated Accuracy
 NA1364;SPC NY E     -   405,400.       88,160.      MT  (+/- 180 meters Scaled)
 NA1364
 NA1364                          SUPERSEDED SURVEY CONTROL
 NA1364
 NA1364  NGVD 29 (??/??/92)  450.307  (m)         1477.38   (f) ADJ UNCH    2 0
 NA1364
 NA1364.Superseded values are not recommended for survey control.
 NA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1364.See file dsdata.txt to determine how the superseded data were derived.
 NA1364
 NA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN792033(NAD 83)
 NA1364_MARKER: DB = BENCH MARK DISK
 NA1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1364_STAMPING: D 307 1942
 NA1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1364+STABILITY: SURFACE MOTION
 NA1364
 NA1364  HISTORY     - Date     Condition        Report By
 NA1364  HISTORY     - 1942     MONUMENTED       CGS
 NA1364
 NA1364                          STATION DESCRIPTION
 NA1364
 NA1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1364'5.6 MI S FROM MORRIS.
 NA1364'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1364'BANK OF MORRIS, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 NA1364'THENCE 2.7 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.3 MILE SOUTH
 NA1364'ALONG A
 NA1364'BLACK TOP ROAD, THENCE 0.8 MILE SOUTH ALONG A GRAVEL ROAD, AT THE
 NA1364'SOUTHWEST CORNER OF A TRIANGLE FORMED BY A Y APPROACH OF ONE GRAVEL
 NA1364'ROAD TO ANOTHER, 30 FEET SOUTH OF THE CENTER LINES OF ROADS, 21 FEET
 NA1364'EAST OF THE CENTER LINE OF A PRIVATE DIRT ENTRANCE TO A CULTIVATED
 NA1364'FIELD,
 NA1364'2 1/2 FEET NORTH OF THE CENTER OF A ROCK FENCE, AND 2 1/2 FEET
 NA1364'WEST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0355 ***********************************************************************
 OE0355  DESIGNATION -  D 308
 OE0355  PID         -  OE0355
 OE0355  STATE/COUNTY-  NY/HERKIMER
 OE0355  USGS QUAD   -  SALISBURY (1945)
 OE0355
 OE0355                         *CURRENT SURVEY CONTROL
 OE0355  ___________________________________________________________________
 OE0355* NAD 83(1986)-  43 08 14.     (N)    074 48 10.     (W)     SCALED    
 OE0355* NAVD 88     -       326.706  (meters)    1071.87   (feet)  ADJUSTED  
 OE0355  ___________________________________________________________________
 OE0355  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 OE0355  DYNAMIC HT  -         326.613 (meters)    1071.56  (feet)  COMP
 OE0355  MODELED GRAV-     980,326.7   (mgal)                       NAVD 88
 OE0355
 OE0355  VERT ORDER  -  SECOND    CLASS 0
 OE0355
 OE0355.The horizontal coordinates were scaled from a topographic map and have
 OE0355.an estimated accuracy of +/- 6 seconds.
 OE0355
 OE0355.The orthometric height was determined by differential leveling
 OE0355.and adjusted by the National Geodetic Survey in June 1991..
 OE0355
 OE0355.The geoid height was determined by GEOID03.
 OE0355
 OE0355.The dynamic height is computed by dividing the NAVD 88
 OE0355.geopotential number by the normal gravity value computed on the
 OE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0355.degrees latitude (g = 980.6199 gals.).
 OE0355
 OE0355.The modeled gravity was interpolated from observed gravity values.
 OE0355
 OE0355;                    North         East    Units  Estimated Accuracy
 OE0355;SPC NY E     -   477,960.      125,370.      MT  (+/- 180 meters Scaled)
 OE0355
 OE0355                          SUPERSEDED SURVEY CONTROL
 OE0355
 OE0355  NGVD 29 (??/??/92)  326.849  (m)         1072.34   (f) ADJ UNCH    2 0
 OE0355
 OE0355.Superseded values are not recommended for survey control.
 OE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0355.See file dsdata.txt to determine how the superseded data were derived.
 OE0355
 OE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN160760(NAD 83)
 OE0355_MARKER: DB = BENCH MARK DISK
 OE0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0355_SP_SET: BRIDGE ABUTMENT
 OE0355_STAMPING: D 308 1942
 OE0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0355
 OE0355  HISTORY     - Date     Condition        Report By
 OE0355  HISTORY     - 1942     MONUMENTED       CGS
 OE0355  HISTORY     - 1976     GOOD             NGS
 OE0355  HISTORY     - 20050728 GOOD             NYDT
 OE0355
 OE0355                          STATION DESCRIPTION
 OE0355
 OE0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0355'0.9 MI W FROM SALISBURY CENTER.
 OE0355'0.9 MILE WEST ALONG STATE HIGHWAY NO. 29 FROM THE JUNCTION OF STATE
 OE0355'HIGHWAYS NO. 29 AND NO. 29A AT SALISBURY CENTER, AT A CONCRETE BRIDGE
 OE0355'OVER SPRUCE CREEK.  A DISK, SET IN THE TOP OF THE NORTH END OF THE
 OE0355'WEST ABUTMENT, AND 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 OE0355
 OE0355                          STATION RECOVERY (1976)
 OE0355
 OE0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0355'RECOVERED IN GOOD CONDITION.
 OE0355
 OE0355                          STATION RECOVERY (2005)
 OE0355
 OE0355'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4859 ***********************************************************************
 AE4859  DESIGNATION -  D 309 RESET
 AE4859  PID         -  AE4859
 AE4859  STATE/COUNTY-  NY/DELAWARE
 AE4859  USGS QUAD   -  DELHI (1982)
 AE4859
 AE4859                         *CURRENT SURVEY CONTROL
 AE4859  ___________________________________________________________________
 AE4859* NAD 83(1986)-  42 16 24.     (N)    074 55 19.     (W)     SCALED    
 AE4859* NAVD 88     -       420.54   (meters)    1379.7    (feet)  RESET     
 AE4859  ___________________________________________________________________
 AE4859  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AE4859
 AE4859  VERT ORDER  -  THIRD
 AE4859
 AE4859.The horizontal coordinates were scaled from a topographic map and have
 AE4859.an estimated accuracy of +/- 6 seconds.
 AE4859
 AE4859.The orthometric height was computed from unverified reset data.
 AE4859
 AE4859.The geoid height was determined by GEOID03.
 AE4859
 AE4859;                    North         East    Units  Estimated Accuracy
 AE4859;SPC NY E     -   382,040.      115,200.      MT  (+/- 180 meters Scaled)
 AE4859
 AE4859                          SUPERSEDED SURVEY CONTROL
 AE4859
 AE4859.No superseded survey control is available for this station.
 AE4859
 AE4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM064801(NAD 83)
 AE4859_MARKER: DV = VERTICAL CONTROL DISK
 AE4859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4859_SP_SET: BRIDGE WALL
 AE4859_STAMPING: D 309 RESET 1995
 AE4859_MARK LOGO: NGS   
 AE4859_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4859
 AE4859  HISTORY     - Date     Condition        Report By
 AE4859  HISTORY     - 1997     MONUMENTED       NYDT
 AE4859
 AE4859                          STATION DESCRIPTION
 AE4859
 AE4859'DESCRIBED BY NY DEPT OF TRANSP 1997 (GT)
 AE4859'IN DELHI, 0.5 MILE (0.8 KM) SOUTHWEST ALONG STATE HIGHWAY NO.  10 FROM
 AE4859'THE POST OFFICE.  20.83 METERS (68.34 FT) NORTHEAST OF FACE OF LIGHT
 AE4859'POLE 6-28, 9.950 METERS (32.644 FT) NORTH OF FACE OF LIGHT POLE 6-27,
 AE4859'13.25 METERS (43.47 FT) SOUTH OF FACE OF UTILITY POLE NYSEC 270 AND
 AE4859'29.35 METERS (96.29 FT) EAST OF FACE OF LIGHT POLE D-9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0603 ***********************************************************************
 OE0603  DESIGNATION -  D 31
 OE0603  PID         -  OE0603
 OE0603  STATE/COUNTY-  NY/ONEIDA
 OE0603  USGS QUAD   -  FORESTPORT (1945)
 OE0603
 OE0603                         *CURRENT SURVEY CONTROL
 OE0603  ___________________________________________________________________
 OE0603* NAD 83(1986)-  43 24 27.     (N)    075 11 13.     (W)     SCALED    
 OE0603* NAVD 88     -       358.066  (meters)    1174.75   (feet)  ADJUSTED  
 OE0603  ___________________________________________________________________
 OE0603  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 OE0603  DYNAMIC HT  -         357.973 (meters)    1174.45  (feet)  COMP
 OE0603  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 OE0603
 OE0603  VERT ORDER  -  FIRST     CLASS II
 OE0603
 OE0603.The horizontal coordinates were scaled from a topographic map and have
 OE0603.an estimated accuracy of +/- 6 seconds.
 OE0603
 OE0603.The orthometric height was determined by differential leveling
 OE0603.and adjusted by the National Geodetic Survey in June 1991..
 OE0603
 OE0603.The geoid height was determined by GEOID03.
 OE0603
 OE0603.The dynamic height is computed by dividing the NAVD 88
 OE0603.geopotential number by the normal gravity value computed on the
 OE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0603.degrees latitude (g = 980.6199 gals.).
 OE0603
 OE0603.The modeled gravity was interpolated from observed gravity values.
 OE0603
 OE0603;                    North         East    Units  Estimated Accuracy
 OE0603;SPC NY C     -   379,390.      363,100.      MT  (+/- 180 meters Scaled)
 OE0603
 OE0603                          SUPERSEDED SURVEY CONTROL
 OE0603
 OE0603  NGVD 29 (??/??/92)  358.160  (m)         1175.06   (f) ADJ UNCH    1 2
 OE0603
 OE0603.Superseded values are not recommended for survey control.
 OE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0603.See file dsdata.txt to determine how the superseded data were derived.
 OE0603
 OE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP848060(NAD 83)
 OE0603_MARKER: DB = BENCH MARK DISK
 OE0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0603_SP_SET: STONE
 OE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0603+STABILITY: SURFACE MOTION
 OE0603
 OE0603  HISTORY     - Date     Condition        Report By
 OE0603  HISTORY     - UNK      MONUMENTED       CGS
 OE0603  HISTORY     - 1931     GOOD             NGS
 OE0603
 OE0603                          STATION DESCRIPTION
 OE0603
 OE0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0603'1.9 MI S FROM FORESTPORT STATION.
 OE0603'ON THE EAST END OF THE SOUTH ABUTMENT OF BLACK RIVER RAILROAD BRIDGE
 OE0603'(M30), OPPOSITE TELEGRAPH POLE 33-27. ON MIDDLE STONE, 5 FEET BELOW
 OE0603'TRACK LEVEL AND 7.4 FEET EAST OF EAST RAIL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1392 ***********************************************************************
 NA1392  DESIGNATION -  D 310
 NA1392  PID         -  NA1392
 NA1392  STATE/COUNTY-  NY/DELAWARE
 NA1392  USGS QUAD   -  WALTON EAST (1965)
 NA1392
 NA1392                         *CURRENT SURVEY CONTROL
 NA1392  ___________________________________________________________________
 NA1392* NAD 83(1986)-  42 14 51.     (N)    075 01 37.     (W)     SCALED    
 NA1392* NAVD 88     -       624.326  (meters)    2048.31   (feet)  ADJUSTED  
 NA1392  ___________________________________________________________________
 NA1392  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 NA1392  DYNAMIC HT  -         624.087 (meters)    2047.53  (feet)  COMP
 NA1392  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 NA1392
 NA1392  VERT ORDER  -  SECOND    CLASS 0
 NA1392
 NA1392.The horizontal coordinates were scaled from a topographic map and have
 NA1392.an estimated accuracy of +/- 6 seconds.
 NA1392
 NA1392.The orthometric height was determined by differential leveling
 NA1392.and adjusted by the National Geodetic Survey in June 1991..
 NA1392
 NA1392.The geoid height was determined by GEOID03.
 NA1392
 NA1392.The dynamic height is computed by dividing the NAVD 88
 NA1392.geopotential number by the normal gravity value computed on the
 NA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1392.degrees latitude (g = 980.6199 gals.).
 NA1392
 NA1392.The modeled gravity was interpolated from observed gravity values.
 NA1392
 NA1392;                    North         East    Units  Estimated Accuracy
 NA1392;SPC NY E     -   379,220.      106,520.      MT  (+/- 180 meters Scaled)
 NA1392
 NA1392                          SUPERSEDED SURVEY CONTROL
 NA1392
 NA1392  NGVD 29 (??/??/92)  624.453  (m)         2048.73   (f) ADJ UNCH    2 0
 NA1392
 NA1392.Superseded values are not recommended for survey control.
 NA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1392.See file dsdata.txt to determine how the superseded data were derived.
 NA1392
 NA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM977772(NAD 83)
 NA1392_MARKER: DB = BENCH MARK DISK
 NA1392_SETTING: 80 = SET IN A BOULDER
 NA1392_SP_SET: BOULDER
 NA1392_STAMPING: D-310 1942
 NA1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1392+STABILITY: SURFACE MOTION
 NA1392
 NA1392  HISTORY     - Date     Condition        Report By
 NA1392  HISTORY     - 1942     MONUMENTED       CGS
 NA1392
 NA1392                          STATION DESCRIPTION
 NA1392
 NA1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1392'4.3 MI NW FROM DELANCEY.
 NA1392'4.3 MILES NORTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 NA1392'DELANCEY, SET IN THE TOP OF A BOULDER AT THE SOUTHWEST CORNER OF A
 NA1392'CULTIVATED FIELD, 0.3 MILE SOUTH OF A 2-STORY WHITE FARM HOUSE ON THE
 NA1392'EAST SIDE OF ROAD, 60 FEET EAST OF THE CENTER-LINE OF THE ROAD, 48
 NA1392'FEET SOUTHEAST OF A 36-INCH TREE WITH A TRIANGULAR BLAZE ON THE WEST
 NA1392'SIDE OF TREE, 45 FEET NORTHEAST OF A 36-INCH TREE WITH A TRIANGULAR
 NA1392'BLAZE ON THE WEST SIDE OF TREE, 15 FEET NORTH OF THE EAST-WEST ROCK
 NA1392'FENCE, FLUSH WITH THE GROUND.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1637 ***********************************************************************
 NA1637  DESIGNATION -  D 311
 NA1637  PID         -  NA1637
 NA1637  STATE/COUNTY-  NY/MADISON
 NA1637  USGS QUAD   -  EARLVILLE (1943)
 NA1637
 NA1637                         *CURRENT SURVEY CONTROL
 NA1637  ___________________________________________________________________
 NA1637* NAD 83(1986)-  42 44 21.     (N)    075 33 18.     (W)     SCALED    
 NA1637* NAVD 88     -       327.259  (meters)    1073.68   (feet)  ADJUSTED  
 NA1637  ___________________________________________________________________
 NA1637  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 NA1637  DYNAMIC HT  -         327.156 (meters)    1073.34  (feet)  COMP
 NA1637  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 NA1637
 NA1637  VERT ORDER  -  SECOND    CLASS 0
 NA1637
 NA1637.The horizontal coordinates were scaled from a topographic map and have
 NA1637.an estimated accuracy of +/- 6 seconds.
 NA1637
 NA1637.The orthometric height was determined by differential leveling
 NA1637.and adjusted by the National Geodetic Survey in June 1991..
 NA1637
 NA1637.The geoid height was determined by GEOID03.
 NA1637
 NA1637.The dynamic height is computed by dividing the NAVD 88
 NA1637.geopotential number by the normal gravity value computed on the
 NA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1637.degrees latitude (g = 980.6199 gals.).
 NA1637
 NA1637.The modeled gravity was interpolated from observed gravity values.
 NA1637
 NA1637;                    North         East    Units  Estimated Accuracy
 NA1637;SPC NY C     -   304,710.      334,200.      MT  (+/- 180 meters Scaled)
 NA1637
 NA1637                          SUPERSEDED SURVEY CONTROL
 NA1637
 NA1637.No superseded survey control is available for this station.
 NA1637
 NA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN545320(NAD 83)
 NA1637_MARKER: DB = BENCH MARK DISK
 NA1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1637_SP_SET: BRIDGE
 NA1637_STAMPING: D-311 1942
 NA1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1637
 NA1637  HISTORY     - Date     Condition        Report By
 NA1637  HISTORY     - 1942     MONUMENTED       CGS
 NA1637
 NA1637                          STATION DESCRIPTION
 NA1637
 NA1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1637'AT EARLVILLE.
 NA1637'AT EARLVILLE, ABOUT 150 FEET EAST OF THE RAILROAD CROSSING OF THE NEW
 NA1637'YORK ONTARIO AND WESTERN RAILROAD AND THE PAVED ROAD, SET IN THE
 NA1637'SOUTH CORNER OF THE WEST ABUTMENT OF THE LARGE CONCRETE BRIDGE, 14
 NA1637'FEET EAST OF POLE NO. 9379, 14 FEET SOUTH OF THE CENTER-LINE OF THE
 NA1637'ROAD.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0718 ***********************************************************************
 OD0718  DESIGNATION -  D 312
 OD0718  PID         -  OD0718
 OD0718  STATE/COUNTY-  NY/SARATOGA
 OD0718  USGS QUAD   -  PORTER CORNERS (1968)
 OD0718
 OD0718                         *CURRENT SURVEY CONTROL
 OD0718  ___________________________________________________________________
 OD0718* NAD 83(1986)-  43 08 48.     (N)    073 52 42.     (W)     SCALED    
 OD0718* NAVD 88     -       182.824  (meters)     599.82   (feet)  ADJUSTED  
 OD0718  ___________________________________________________________________
 OD0718  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 OD0718  DYNAMIC HT  -         182.780 (meters)     599.67  (feet)  COMP
 OD0718  MODELED GRAV-     980,376.7   (mgal)                       NAVD 88
 OD0718
 OD0718  VERT ORDER  -  SECOND    CLASS 0
 OD0718
 OD0718.The horizontal coordinates were scaled from a topographic map and have
 OD0718.an estimated accuracy of +/- 6 seconds.
 OD0718
 OD0718.The orthometric height was determined by differential leveling
 OD0718.and adjusted by the National Geodetic Survey in June 1991..
 OD0718
 OD0718.The geoid height was determined by GEOID03.
 OD0718
 OD0718.The dynamic height is computed by dividing the NAVD 88
 OD0718.geopotential number by the normal gravity value computed on the
 OD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0718.degrees latitude (g = 980.6199 gals.).
 OD0718
 OD0718.The modeled gravity was interpolated from observed gravity values.
 OD0718
 OD0718;                    North         East    Units  Estimated Accuracy
 OD0718;SPC NY E     -   479,150.      200,570.      MT  (+/- 180 meters Scaled)
 OD0718
 OD0718                          SUPERSEDED SURVEY CONTROL
 OD0718
 OD0718  NGVD 29 (??/??/92)  182.975  (m)          600.31   (f) ADJ UNCH    2 0
 OD0718
 OD0718.Superseded values are not recommended for survey control.
 OD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0718.See file dsdata.txt to determine how the superseded data were derived.
 OD0718
 OD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN912777(NAD 83)
 OD0718_MARKER: DB = BENCH MARK DISK
 OD0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0718_SP_SET: BRIDGE ABUTMENT
 OD0718_STAMPING: D 312 1942
 OD0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0718+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 OD0718
 OD0718  HISTORY     - Date     Condition        Report By
 OD0718  HISTORY     - 1942     MONUMENTED       CGS
 OD0718  HISTORY     - 1955     GOOD             NGS
 OD0718  HISTORY     - 20030404 GOOD             NYDT
 OD0718  HISTORY     - 20040809 GOOD             USPSQD
 OD0718  HISTORY     - 20050809 GOOD             USPSQD
 OD0718  HISTORY     - 20060828 GOOD             USPSQD
 OD0718
 OD0718                          STATION DESCRIPTION
 OD0718
 OD0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0718'0.3 MI E FROM PORTER CORNERS.
 OD0718'ABOUT 0.3 MILE EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT PORTER
 OD0718'CORNERS, ABOUT 1.3 MILES WEST OF VILLAGE OF KINGS, IN THE TOP OF
 OD0718'NORTHWEST END OF NORTHEAST CONCRETE ABUTMENT OF A 20-FOOT CONCRETE
 OD0718'BRIDGE UNDER ROAD, 18 FEET NORTHWEST OF CENTER LINE OF ROAD, 9 FEET
 OD0718'NORTHWEST OF NORTHEAST END OF NORTHWEST HEAD WALL OF BRIDGE, ABOUT 50
 OD0718'YARDS EAST AND ACROSS ROAD FROM PORTER CORNERS FIRE HOUSE AND ABOUT
 OD0718'LEVEL WITH ROAD.
 OD0718
 OD0718                          STATION RECOVERY (2003)
 OD0718
 OD0718'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (SRC)
 OD0718'RECOVERED IN GOOD CONDITION.
 OD0718
 OD0718                          STATION RECOVERY (2004)
 OD0718
 OD0718'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD0718'RECOVERED IN GOOD CONDITION.
 OD0718
 OD0718                          STATION RECOVERY (2005)
 OD0718
 OD0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD0718'RECOVERED IN GOOD CONDITION.
 OD0718
 OD0718                          STATION RECOVERY (2006)
 OD0718
 OD0718'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0260 ***********************************************************************
 OE0260  DESIGNATION -  D 313
 OE0260  PID         -  OE0260
 OE0260  STATE/COUNTY-  NY/SARATOGA
 OE0260  USGS QUAD   -  GALWAY (1970)
 OE0260
 OE0260                         *CURRENT SURVEY CONTROL
 OE0260  ___________________________________________________________________
 OE0260* NAD 83(1986)-  43 03 33.     (N)    074 05 36.     (W)     SCALED    
 OE0260* NAVD 88     -       309.560  (meters)    1015.61   (feet)  ADJUSTED  
 OE0260  ___________________________________________________________________
 OE0260  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OE0260  DYNAMIC HT  -         309.476 (meters)    1015.34  (feet)  COMP
 OE0260  MODELED GRAV-     980,340.6   (mgal)                       NAVD 88
 OE0260
 OE0260  VERT ORDER  -  SECOND    CLASS 0
 OE0260
 OE0260.The horizontal coordinates were scaled from a topographic map and have
 OE0260.an estimated accuracy of +/- 6 seconds.
 OE0260
 OE0260.The orthometric height was determined by differential leveling
 OE0260.and adjusted by the National Geodetic Survey in June 1991..
 OE0260
 OE0260.The geoid height was determined by GEOID03.
 OE0260
 OE0260.The dynamic height is computed by dividing the NAVD 88
 OE0260.geopotential number by the normal gravity value computed on the
 OE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0260.degrees latitude (g = 980.6199 gals.).
 OE0260
 OE0260.The modeled gravity was interpolated from observed gravity values.
 OE0260
 OE0260;                    North         East    Units  Estimated Accuracy
 OE0260;SPC NY E     -   469,330.      183,130.      MT  (+/- 180 meters Scaled)
 OE0260
 OE0260                          SUPERSEDED SURVEY CONTROL
 OE0260
 OE0260  NGVD 29 (??/??/92)  309.70   (m)         1016.1    (f) COMPUTED    2 0
 OE0260
 OE0260.Superseded values are not recommended for survey control.
 OE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0260.See file dsdata.txt to determine how the superseded data were derived.
 OE0260
 OE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN738677(NAD 83)
 OE0260_MARKER: DB = BENCH MARK DISK
 OE0260_SETTING: 80 = SET IN A BOULDER
 OE0260_SP_SET: BOULDER
 OE0260_STAMPING: D-313 1942
 OE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0260+STABILITY: SURFACE MOTION
 OE0260
 OE0260  HISTORY     - Date     Condition        Report By
 OE0260  HISTORY     - 1942     MONUMENTED       CGS
 OE0260
 OE0260                          STATION DESCRIPTION
 OE0260
 OE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0260'5.5 MI E FROM BROADALBIN.
 OE0260'5.5 MILES EAST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0260'BROADALBIN, SET IN THE TOP OF A BOULDER, ABOUT 300 FEET NORTHWEST OF A
 OE0260'TYDOL SERVICE STATION ON THE NORTHEAST SIDE OF HIGHWAY, 53 FEET WEST
 OE0260'OF POLE NO. 35, 23 FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY,
 OE0260'ABOUT LEVEL WITH HIGHWAY.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0261 ***********************************************************************
 OE0261  DESIGNATION -  D 313 RESET 1948
 OE0261  PID         -  OE0261
 OE0261  STATE/COUNTY-  NY/SARATOGA
 OE0261  USGS QUAD   -  GALWAY (1970)
 OE0261
 OE0261                         *CURRENT SURVEY CONTROL
 OE0261  ___________________________________________________________________
 OE0261* NAD 83(1986)-  43 03 33.     (N)    074 05 36.     (W)     SCALED    
 OE0261* NAVD 88     -       309.61   (+/-2cm)    1015.8    (feet)  VERTCON   
 OE0261  ___________________________________________________________________
 OE0261  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OE0261
 OE0261  VERT ORDER  -  THIRD (See Below)
 OE0261
 OE0261.The horizontal coordinates were scaled from a topographic map and have
 OE0261.an estimated accuracy of +/- 6 seconds.
 OE0261
 OE0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0261.The vertical order pertains to the NGVD 29 superseded value.
 OE0261
 OE0261.The geoid height was determined by GEOID03.
 OE0261
 OE0261;                    North         East    Units  Estimated Accuracy
 OE0261;SPC NY E     -   469,330.      183,130.      MT  (+/- 180 meters Scaled)
 OE0261
 OE0261                          SUPERSEDED SURVEY CONTROL
 OE0261
 OE0261  NGVD 29 (??/??/??)  309.75   (m)         1016.2    (f) RESET       3  
 OE0261
 OE0261.Superseded values are not recommended for survey control.
 OE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0261.See file dsdata.txt to determine how the superseded data were derived.
 OE0261
 OE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN738677(NAD 83)
 OE0261_MARKER: DB = BENCH MARK DISK
 OE0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0261_SP_SET: PEDESTAL
 OE0261_STAMPING: D 313 RESET 1948
 OE0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0261
 OE0261  HISTORY     - Date     Condition        Report By
 OE0261  HISTORY     - 1948     MONUMENTED       CGS
 OE0261  HISTORY     - 1953     GOOD             NGS
 OE0261  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OE0261
 OE0261                          STATION DESCRIPTION
 OE0261
 OE0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 OE0261'5.5 MI E FROM BROADALBIN.
 OE0261'IN SARATOGA COUNTY, 5.5 MILES EAST ALONG STATE HIGHWAY 29 FROM THE
 OE0261'POST OFFICE AT BROADALBIN, SARATOGA COUNTY, 300 FEET NORTHWEST OF A
 OE0261'TYDOL SERVICE STATION NORTHEAST OF THE HIGHWAY, 67 FEET WEST OF POLE
 OE0261'35, IN FRONT OF THE MONTIGUE HOUSE, AND IN THE TOP OF A CONCRETE
 OE0261'PEDESTAL LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 313 RESET
 OE0261'1948.
 OE0261
 OE0261                          STATION RECOVERY (1988)
 OE0261
 OE0261'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAS)
 OE0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0799 ***********************************************************************
 NA0799  DESIGNATION -  D 315
 NA0799  PID         -  NA0799
 NA0799  STATE/COUNTY-  NY/MONTGOMERY
 NA0799  USGS QUAD   -  FORT PLAIN (1944)
 NA0799
 NA0799                         *CURRENT SURVEY CONTROL
 NA0799  ___________________________________________________________________
 NA0799* NAD 83(1986)-  42 57 13.     (N)    074 37 33.     (W)     SCALED    
 NA0799* NAVD 88     -        93.706  (meters)     307.43   (feet)  ADJUSTED  
 NA0799  ___________________________________________________________________
 NA0799  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 NA0799  DYNAMIC HT  -          93.682 (meters)     307.36  (feet)  COMP
 NA0799  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 NA0799
 NA0799  VERT ORDER  -  SECOND    CLASS 0
 NA0799
 NA0799.The horizontal coordinates were scaled from a topographic map and have
 NA0799.an estimated accuracy of +/- 6 seconds.
 NA0799
 NA0799.The orthometric height was determined by differential leveling
 NA0799.and adjusted by the National Geodetic Survey in June 1991..
 NA0799
 NA0799.The geoid height was determined by GEOID03.
 NA0799
 NA0799.The dynamic height is computed by dividing the NAVD 88
 NA0799.geopotential number by the normal gravity value computed on the
 NA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0799.degrees latitude (g = 980.6199 gals.).
 NA0799
 NA0799.The modeled gravity was interpolated from observed gravity values.
 NA0799
 NA0799;                    North         East    Units  Estimated Accuracy
 NA0799;SPC NY E     -   457,530.      139,730.      MT  (+/- 180 meters Scaled)
 NA0799
 NA0799                          SUPERSEDED SURVEY CONTROL
 NA0799
 NA0799  NGVD 29 (??/??/92)   93.877  (m)          307.99   (f) ADJ UNCH    2 0
 NA0799
 NA0799.Superseded values are not recommended for survey control.
 NA0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0799.See file dsdata.txt to determine how the superseded data were derived.
 NA0799
 NA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN305557(NAD 83)
 NA0799_MARKER: DB = BENCH MARK DISK
 NA0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0799_SP_SET: CULVERT
 NA0799_STAMPING: D 315 1942
 NA0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0799
 NA0799  HISTORY     - Date     Condition        Report By
 NA0799  HISTORY     - 1942     MONUMENTED       CGS
 NA0799  HISTORY     - 1977     MARK NOT FOUND   NYDT
 NA0799  HISTORY     - 19900601 MARK NOT FOUND   USGS
 NA0799
 NA0799                          STATION DESCRIPTION
 NA0799
 NA0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0799'1.4 MI W FROM FORT PLAIN.
 NA0799'ABOUT 1.4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NA0799'STATION AT FORT PLAIN, 15 RAILS SOUTH OF BLOCK SIGNAL BRIDGE NO. 433,
 NA0799'8 FEET EAST OF THE EAST RAIL, A U.S.C. AND G.S. DISK SET IN THE
 NA0799'CENTER OF THE EAST HEAD WALL OF A CONCRETE RAILROAD CULVERT.
 NA0799
 NA0799                          STATION RECOVERY (1977)
 NA0799
 NA0799'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0799'MARK NOT FOUND.
 NA0799
 NA0799                          STATION RECOVERY (1990)
 NA0799
 NA0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RRB)
 NA0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0784 ***********************************************************************
 NA0784  DESIGNATION -  D 316
 NA0784  PID         -  NA0784
 NA0784  STATE/COUNTY-  NY/HERKIMER
 NA0784  USGS QUAD   -  VAN HORNESVILLE (1943)
 NA0784
 NA0784                         *CURRENT SURVEY CONTROL
 NA0784  ___________________________________________________________________
 NA0784* NAD 83(1986)-  42 58 55.     (N)    074 50 06.     (W)     SCALED    
 NA0784* NAVD 88     -       207.427  (meters)     680.53   (feet)  ADJUSTED  
 NA0784  ___________________________________________________________________
 NA0784  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NA0784  DYNAMIC HT  -         207.371 (meters)     680.35  (feet)  COMP
 NA0784  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 NA0784
 NA0784  VERT ORDER  -  SECOND    CLASS 0
 NA0784
 NA0784.The horizontal coordinates were scaled from a topographic map and have
 NA0784.an estimated accuracy of +/- 6 seconds.
 NA0784
 NA0784.The orthometric height was determined by differential leveling
 NA0784.and adjusted by the National Geodetic Survey in June 1991..
 NA0784
 NA0784.The geoid height was determined by GEOID03.
 NA0784
 NA0784.The dynamic height is computed by dividing the NAVD 88
 NA0784.geopotential number by the normal gravity value computed on the
 NA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0784.degrees latitude (g = 980.6199 gals.).
 NA0784
 NA0784.The modeled gravity was interpolated from observed gravity values.
 NA0784
 NA0784;                    North         East    Units  Estimated Accuracy
 NA0784;SPC NY E     -   460,720.      122,680.      MT  (+/- 180 meters Scaled)
 NA0784
 NA0784                          SUPERSEDED SURVEY CONTROL
 NA0784
 NA0784  NGVD 29 (??/??/92)  207.579  (m)          681.03   (f) ADJ UNCH    2 0
 NA0784
 NA0784.Superseded values are not recommended for survey control.
 NA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0784.See file dsdata.txt to determine how the superseded data were derived.
 NA0784
 NA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN134588(NAD 83)
 NA0784_MARKER: DB = BENCH MARK DISK
 NA0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0784_STAMPING: D 316 1942
 NA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0784+STABILITY: SURFACE MOTION
 NA0784
 NA0784  HISTORY     - Date     Condition        Report By
 NA0784  HISTORY     - 1942     MONUMENTED       CGS
 NA0784  HISTORY     - 1977     GOOD             NYDT
 NA0784
 NA0784                          STATION DESCRIPTION
 NA0784
 NA0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0784'7.5 MI NW FROM STARKVILLE.
 NA0784'ABOUT 4.7 MILES NORTHWEST ALONG HIGHWAY NO. 168 FROM THE JUNCTION
 NA0784'WITH HIGHWAY NO. 80 AT STARKVILLE, THENCE ABOUT 2.8 MILES NORTHEAST
 NA0784'ALONG A SURFACED COUNTY ROAD, 68.5 FEET SOUTH OF THE SOUTHEAST CORNER
 NA0784'OF THE J. KERKORVICH FARM HOUSE, 47 FEET NORTHEAST OF THE JUNCTION OF
 NA0784'THE CROSSROADS, 27.5 FEET EAST OF THE CENTER LINE OF THE SURFACED
 NA0784'ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 1.5 FEET
 NA0784'SOUTH OF A STANDARD REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE
 NA0784'TOP OF A CONCRETE POST.
 NA0784
 NA0784                          STATION RECOVERY (1977)
 NA0784
 NA0784'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0784'THE MARK IS LOCATED ABOUT 4.7 MILES NORTHWEST ALONG NYS ROUTE 168
 NA0784'FROM THE JUNCTION OF NYS ROUTE 80 AT STARKVILLE, HERKIMER COUNTY,
 NA0784'THENCE 1.6 MILES NORTHEAST ALONG TRAVIS ROAD TO ITS JUNCTION WITH
 NA0784'JOHNNY CAKE STREET, THENCE 0.9 MILE EASTERLY ALONG JOHNNY CAKE STREET
 NA0784'TO ITS JUNCTION WITH NEWVILLE ROAD, THENCE 0.3 MILE NORTHWERLY ALONG
 NA0784'NEWVILLE ROAD TO ITS JUNCTION WITH PARADISE AND CRAMER ROAD, IN THE
 NA0784'NORTHEAST CORNER OF THIS INTERSECTION 27 FEET EAST OF THE CENTERLINE
 NA0784'OF PARADISE ROAD, 20 FEET NORTH OF THE CENTERLINE OF CRAMER ROAD AND
 NA0784'68 FEET SOUTH OF THE SOUTHWEST CORNER OF THE KREHBEIEL HOUSE. THE
 NA0784'MARK IS A STANDARD DISK STAMPED D 316 1942 AND SET IN THE TOP OF A
 NA0784'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2031 ***********************************************************************
 OE2031  DESIGNATION -  D 317 RESET
 OE2031  PID         -  OE2031
 OE2031  STATE/COUNTY-  NY/HERKIMER
 OE2031  USGS QUAD   -  NEWPORT (1982)
 OE2031
 OE2031                         *CURRENT SURVEY CONTROL
 OE2031  ___________________________________________________________________
 OE2031* NAD 83(1986)-  43 09 53.     (N)    075 00 13.     (W)     SCALED    
 OE2031* NAVD 88     -       193.43   (meters)     634.6    (feet)  RESET     
 OE2031  ___________________________________________________________________
 OE2031  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 OE2031
 OE2031  VERT ORDER  -  THIRD
 OE2031
 OE2031.The horizontal coordinates were scaled from a topographic map and have
 OE2031.an estimated accuracy of +/- 6 seconds.
 OE2031
 OE2031.The orthometric height was computed from unverified reset data.
 OE2031.No vertical observational check was made to the station.
 OE2031
 OE2031.The geoid height was determined by GEOID03.
 OE2031
 OE2031;                    North         East    Units  Estimated Accuracy
 OE2031;SPC NY E     -   481,090.      109,050.      MT  (+/- 180 meters Scaled)
 OE2031
 OE2031                          SUPERSEDED SURVEY CONTROL
 OE2031
 OE2031  NGVD 29 (09/01/04)  193.57   (m)          635.1    (f) RESET       3  
 OE2031
 OE2031.Superseded values are not recommended for survey control.
 OE2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2031.See file dsdata.txt to determine how the superseded data were derived.
 OE2031
 OE2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN997791(NAD 83)
 OE2031_MARKER: DB = BENCH MARK DISK
 OE2031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OE2031_SP_SET: WINGWALL
 OE2031_STAMPING: D 317 RESET 1983
 OE2031_MARK LOGO: NGS   
 OE2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE2031+STABILITY: SURFACE MOTION
 OE2031
 OE2031  HISTORY     - Date     Condition        Report By
 OE2031  HISTORY     - 1983     MONUMENTED       RBNF
 OE2031
 OE2031                          STATION DESCRIPTION
 OE2031
 OE2031'DESCRIBED BY RESEARCHED BUT NOT FOUND 1983
 OE2031'2.3 KM (1.40 MI) SE FROM NEWPORT.
 OE2031'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE BRADFORD LIBRARY
 OE2031'NEWPORT, AT BRIDGE 461 B1 OVER WHITE CREEK, AND IN THE TOP OF THE
 OE2031'NORTHEAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0329 ***********************************************************************
 OE0329  DESIGNATION -  D 318
 OE0329  PID         -  OE0329
 OE0329  STATE/COUNTY-  NY/FULTON
 OE0329  USGS QUAD   -  OPPENHEIM (1945)
 OE0329
 OE0329                         *CURRENT SURVEY CONTROL
 OE0329  ___________________________________________________________________
 OE0329* NAD 83(1986)-  43 03 31.     (N)    074 39 24.     (W)     SCALED    
 OE0329* NAVD 88     -       377.886  (meters)    1239.78   (feet)  ADJUSTED  
 OE0329  ___________________________________________________________________
 OE0329  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 OE0329  DYNAMIC HT  -         377.781 (meters)    1239.44  (feet)  COMP
 OE0329  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 OE0329
 OE0329  VERT ORDER  -  SECOND    CLASS 0
 OE0329
 OE0329.The horizontal coordinates were scaled from a topographic map and have
 OE0329.an estimated accuracy of +/- 6 seconds.
 OE0329
 OE0329.The orthometric height was determined by differential leveling
 OE0329.and adjusted by the National Geodetic Survey in June 1991..
 OE0329
 OE0329.The geoid height was determined by GEOID03.
 OE0329
 OE0329.The dynamic height is computed by dividing the NAVD 88
 OE0329.geopotential number by the normal gravity value computed on the
 OE0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0329.degrees latitude (g = 980.6199 gals.).
 OE0329
 OE0329.The modeled gravity was interpolated from observed gravity values.
 OE0329
 OE0329;                    North         East    Units  Estimated Accuracy
 OE0329;SPC NY E     -   469,200.      137,240.      MT  (+/- 180 meters Scaled)
 OE0329
 OE0329                          SUPERSEDED SURVEY CONTROL
 OE0329
 OE0329  NGVD 29 (??/??/92)  378.043  (m)         1240.30   (f) ADJ UNCH    2 0
 OE0329
 OE0329.Superseded values are not recommended for survey control.
 OE0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0329.See file dsdata.txt to determine how the superseded data were derived.
 OE0329
 OE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN279673(NAD 83)
 OE0329_MARKER: DB = BENCH MARK DISK
 OE0329_SETTING: 80 = SET IN A BOULDER
 OE0329_SP_SET: BOULDER
 OE0329_STAMPING: D 318 1942
 OE0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0329+STABILITY: SURFACE MOTION
 OE0329
 OE0329  HISTORY     - Date     Condition        Report By
 OE0329  HISTORY     - 1942     MONUMENTED       CGS
 OE0329
 OE0329                          STATION DESCRIPTION
 OE0329
 OE0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0329'2.0 MI SE FROM OPPENHEIM.
 OE0329'ABOUT 2.0 MILES SOUTHEAST ALONG HIGHWAY NO. 29 FROM THE JUNCTION WITH
 OE0329'HIGHWAY NO. 331 AT OPPENHEIM, 42 FEET WEST OF POLE NO. NYP 296, 38
 OE0329'FEET NORTHEAST OF A FENCE CORNER, 32 FEET SOUTHWEST OF THE CENTER LINE
 OE0329'OF THE HIGHWAY, U.S.C. AND G.S. DISK SET IN THE TOP OF A ROCK BOULDER
 OE0329'OUTCROP, ABOUT 1.0 FOOT ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0282 ***********************************************************************
 OE0282  DESIGNATION -  D 319
 OE0282  PID         -  OE0282
 OE0282  STATE/COUNTY-  NY/FULTON
 OE0282  USGS QUAD   -  BROADALBIN (1970)
 OE0282
 OE0282                         *CURRENT SURVEY CONTROL
 OE0282  ___________________________________________________________________
 OE0282* NAD 83(1986)-  43 01 08.     (N)    074 11 41.     (W)     SCALED    
 OE0282* NAVD 88     -       264.607  (meters)     868.13   (feet)  ADJUSTED  
 OE0282  ___________________________________________________________________
 OE0282  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 OE0282  DYNAMIC HT  -         264.536 (meters)     867.90  (feet)  COMP
 OE0282  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 OE0282
 OE0282  VERT ORDER  -  SECOND    CLASS 0
 OE0282
 OE0282.The horizontal coordinates were scaled from a topographic map and have
 OE0282.an estimated accuracy of +/- 6 seconds.
 OE0282
 OE0282.The orthometric height was determined by differential leveling
 OE0282.and adjusted by the National Geodetic Survey in June 1991..
 OE0282
 OE0282.The geoid height was determined by GEOID03.
 OE0282
 OE0282.The dynamic height is computed by dividing the NAVD 88
 OE0282.geopotential number by the normal gravity value computed on the
 OE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0282.degrees latitude (g = 980.6199 gals.).
 OE0282
 OE0282.The modeled gravity was interpolated from observed gravity values.
 OE0282
 OE0282;                    North         East    Units  Estimated Accuracy
 OE0282;SPC NY E     -   464,820.      174,880.      MT  (+/- 180 meters Scaled)
 OE0282
 OE0282                          SUPERSEDED SURVEY CONTROL
 OE0282
 OE0282  NGVD 29 (??/??/92)  264.752  (m)          868.61   (f) ADJ UNCH    2 0
 OE0282
 OE0282.Superseded values are not recommended for survey control.
 OE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0282.See file dsdata.txt to determine how the superseded data were derived.
 OE0282
 OE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN656632(NAD 83)
 OE0282_MARKER: DB = BENCH MARK DISK
 OE0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0282_SP_SET: BRIDGE
 OE0282_STAMPING: D-319 1942
 OE0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0282
 OE0282  HISTORY     - Date     Condition        Report By
 OE0282  HISTORY     - 1942     MONUMENTED       CGS
 OE0282  HISTORY     - 1977     GOOD             NYDT
 OE0282  HISTORY     - 20050602 GOOD             USPSQD
 OE0282
 OE0282                          STATION DESCRIPTION
 OE0282
 OE0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0282'3.6 MI S FROM BROADALBIN.
 OE0282'2.4 SE OF VAIL MILLS 3.6 MILES SOUTH ALONG STATE HIGHWAY NO. 30 FROM
 OE0282'THE POST OFFICE AT BROADALBIN, SET IN THE SOUTHWEST CORNER OF THE
 OE0282'SOUTHEAST ABUTMENT OF THE CONCRETE BRIDGE, 0.2 MILE NORTHWEST OF THE
 OE0282'CAUTION LIGHT AT PERTH, ABOUT 0.1 MILE SOUTHEAST OF A ROLLER SKATING
 OE0282'RINK ON SOUTHWEST SIDE OF HIGHWAY, 49 FEET SOUTHEAST OF POLE NO. 209,
 OE0282'16 FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY. A BENCH MARK
 OE0282'DISK.
 OE0282
 OE0282                          STATION RECOVERY (1977)
 OE0282
 OE0282'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0282'THE MARK IS LOCATED ABOUT 1100 FEET NORTH ALONG ROUTE 30 FROM THE
 OE0282'TRAFFIC LIGHT AND THE INTERSECTION THERE WITH COUNTY ROAD 107 IN
 OE0282'PERTH, FULTON COUNTY AT A CONCRETE BOX CULVERT ON THE SOUTHEAST
 OE0282'CORNER OF THE SOUTHWEST ABURMENT, 16 FEET SOUTHWEST OF THE CENTERLINE
 OE0282'OF THE HIGHWAY. THE MARK IS A STANDARD DISK STAMPED D 319 1942 AND
 OE0282'SET FLUSH.
 OE0282
 OE0282                          STATION RECOVERY (2005)
 OE0282
 OE0282'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0298 ***********************************************************************
 OE0298  DESIGNATION -  D 32
 OE0298  PID         -  OE0298
 OE0298  STATE/COUNTY-  NY/HERKIMER
 OE0298  USGS QUAD   -  LITTLE FALLS (1943)
 OE0298
 OE0298                         *CURRENT SURVEY CONTROL
 OE0298  ___________________________________________________________________
 OE0298* NAD 83(1986)-  43 02 40.     (N)    074 51 19.     (W)     SCALED    
 OE0298* NAVD 88     -       134.935  (meters)     442.70   (feet)  ADJUSTED  
 OE0298  ___________________________________________________________________
 OE0298  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 OE0298  DYNAMIC HT  -         134.896 (meters)     442.57  (feet)  COMP
 OE0298  MODELED GRAV-     980,334.9   (mgal)                       NAVD 88
 OE0298
 OE0298  VERT ORDER  -  FIRST     CLASS II
 OE0298
 OE0298.The horizontal coordinates were scaled from a topographic map and have
 OE0298.an estimated accuracy of +/- 6 seconds.
 OE0298
 OE0298.The orthometric height was determined by differential leveling
 OE0298.and adjusted by the National Geodetic Survey in June 1991..
 OE0298
 OE0298.The geoid height was determined by GEOID03.
 OE0298
 OE0298.The dynamic height is computed by dividing the NAVD 88
 OE0298.geopotential number by the normal gravity value computed on the
 OE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0298.degrees latitude (g = 980.6199 gals.).
 OE0298
 OE0298.The modeled gravity was interpolated from observed gravity values.
 OE0298
 OE0298;                    North         East    Units  Estimated Accuracy
 OE0298;SPC NY E     -   467,670.      121,050.      MT  (+/- 180 meters Scaled)
 OE0298
 OE0298                          SUPERSEDED SURVEY CONTROL
 OE0298
 OE0298  NGVD 29 (??/??/92)  135.084  (m)          443.19   (f) ADJ UNCH    1 2
 OE0298
 OE0298.Superseded values are not recommended for survey control.
 OE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0298.See file dsdata.txt to determine how the superseded data were derived.
 OE0298
 OE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN117657(NAD 83)
 OE0298_MARKER: DB = BENCH MARK DISK
 OE0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0298_SP_SET: STEPS
 OE0298_MARK LOGO: CGS   
 OE0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE0298+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 OE0298
 OE0298  HISTORY     - Date     Condition        Report By
 OE0298  HISTORY     - 1931     MONUMENTED       CGS
 OE0298  HISTORY     - 1931     GOOD             NGS
 OE0298  HISTORY     - 1981     GOOD             NGS
 OE0298  HISTORY     - 20050516 GOOD             USPSQD
 OE0298
 OE0298                          STATION DESCRIPTION
 OE0298
 OE0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0298'IN LITTLE FALLS.
 OE0298'AT ENTRANCE TO CITY HALL AT CORNER OF WILLIAMS AND EAST MAIN STREETS.
 OE0298'ON TOP OF CONCRETE BLOCK SUPPORTING WEST IRON LAMP POST AT WEST EDGE
 OE0298'OF STEPS.
 OE0298
 OE0298                          STATION RECOVERY (1981)
 OE0298
 OE0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OE0298'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OE0298'IN LITTLE FALLS, AT THE INTERSECTION OF EAST MAIN AND WILLIAMS
 OE0298'STREETS, IN TOP OF THE GRANITE STONE FOUNDATION OF THE SOUTHWEST
 OE0298'COLUMN OF THE EAST MAIN STREET ENTRANCE TO CITY HALL, 16.45 METERS
 OE0298'(54.0 FT) NORTHEAST OF THE NORTHEAST CURB OF WILLIAMS STREET, 3.96
 OE0298'METERS (13.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET, 3.04
 OE0298'METERS (10.0 FT) SOUTHWEST OF THE CENTER OF THE DOUBLE ENTRANCE DOORS
 OE0298'OF THE EAST MAIN STREET ENTRANCE TO CITY HALL, 0.18 METER (0.6 FOOT)
 OE0298'NORTHWEST OF THE NORTHWEST FACE OF THE SOUTHWEST COLUMN OF THE
 OE0298'ENTRANCE OF CITY HALL.
 OE0298'THE MARK IS 0.3 M ABOVE SIDEWALK.
 OE0298
 OE0298                          STATION RECOVERY (2005)
 OE0298
 OE0298'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 OE0298'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0249 ***********************************************************************
 OE0249  DESIGNATION -  D 320
 OE0249  PID         -  OE0249
 OE0249  STATE/COUNTY-  NY/SARATOGA
 OE0249  USGS QUAD   -  EDINBURG (1970)
 OE0249
 OE0249                         *CURRENT SURVEY CONTROL
 OE0249  ___________________________________________________________________
 OE0249* NAD 83(1986)-  43 10 17.     (N)    074 06 10.     (W)     SCALED    
 OE0249* NAVD 88     -       255.822  (meters)     839.31   (feet)  ADJUSTED  
 OE0249  ___________________________________________________________________
 OE0249  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 OE0249  DYNAMIC HT  -         255.755 (meters)     839.09  (feet)  COMP
 OE0249  MODELED GRAV-     980,350.9   (mgal)                       NAVD 88
 OE0249
 OE0249  VERT ORDER  -  SECOND    CLASS 0
 OE0249
 OE0249.The horizontal coordinates were scaled from a topographic map and have
 OE0249.an estimated accuracy of +/- 6 seconds.
 OE0249
 OE0249.The orthometric height was determined by differential leveling
 OE0249.and adjusted by the National Geodetic Survey in June 1991..
 OE0249
 OE0249.The geoid height was determined by GEOID03.
 OE0249
 OE0249.The dynamic height is computed by dividing the NAVD 88
 OE0249.geopotential number by the normal gravity value computed on the
 OE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0249.degrees latitude (g = 980.6199 gals.).
 OE0249
 OE0249.The modeled gravity was interpolated from observed gravity values.
 OE0249
 OE0249;                    North         East    Units  Estimated Accuracy
 OE0249;SPC NY E     -   481,790.      182,300.      MT  (+/- 180 meters Scaled)
 OE0249
 OE0249                          SUPERSEDED SURVEY CONTROL
 OE0249
 OE0249  NGVD 29 (??/??/92)  255.951  (m)          839.73   (f) ADJ UNCH    2 0
 OE0249
 OE0249.Superseded values are not recommended for survey control.
 OE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0249.See file dsdata.txt to determine how the superseded data were derived.
 OE0249
 OE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN729802(NAD 83)
 OE0249_MARKER: DB = BENCH MARK DISK
 OE0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0249_SP_SET: CULVERT
 OE0249_STAMPING: D 320 1942
 OE0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0249
 OE0249  HISTORY     - Date     Condition        Report By
 OE0249  HISTORY     - 1942     MONUMENTED       CGS
 OE0249  HISTORY     - 1955     GOOD             NGS
 OE0249
 OE0249                          STATION DESCRIPTION
 OE0249
 OE0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0249'2.45 MI NE FROM NORTHAMPTON.
 OE0249'ABOUT 2.45 MILES NORTHEAST ALONG A ROAD LEADING TO BACHELLERVILLE FROM
 OE0249'THE PRESBYTERIAN CHURCH AT NORTHANPTON, 2.85 MILES SOUTHWEST OF THE
 OE0249'PRESBYTERIAN CHURCH AT BACHELLERVILLE, IN THE TOP OF AN OUTCROPPING
 OE0249'LEDGE THAT IS ABOUT 6 X 14 FEET, 50 FEET WEST OF THE CENTER LINE OF
 OE0249'THE ROAD, 154 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 OE0249'PROMINENT 2-STORY WHITE HOUSE, 49 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 OE0249'CORNER OF A SMALL WHITE COTTAGE, 63 FEET SOUTHWEST OF THE WEST END OF
 OE0249'A 30-INCH PIPE CULVERT, 7 FEET SOUTHWEST OF THE CENTER OF A FOOT PATH
 OE0249'LEADING TO THE COTTAGE AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0213 ***********************************************************************
 OE0213  DESIGNATION -  D 321
 OE0213  PID         -  OE0213
 OE0213  STATE/COUNTY-  NY/FULTON
 OE0213  USGS QUAD   -  PECK LAKE (1970)
 OE0213
 OE0213                         *CURRENT SURVEY CONTROL
 OE0213  ___________________________________________________________________
 OE0213* NAD 83(1986)-  43 01 01.     (N)    074 23 13.     (W)     SCALED    
 OE0213* NAVD 88     -       232.049  (meters)     761.31   (feet)  ADJUSTED  
 OE0213  ___________________________________________________________________
 OE0213  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 OE0213  DYNAMIC HT  -         231.987 (meters)     761.11  (feet)  COMP
 OE0213  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 OE0213
 OE0213  VERT ORDER  -  SECOND    CLASS 0
 OE0213
 OE0213.The horizontal coordinates were scaled from a topographic map and have
 OE0213.an estimated accuracy of +/- 6 seconds.
 OE0213
 OE0213.The orthometric height was determined by differential leveling
 OE0213.and adjusted by the National Geodetic Survey in June 1991..
 OE0213
 OE0213.The geoid height was determined by GEOID03.
 OE0213
 OE0213.The dynamic height is computed by dividing the NAVD 88
 OE0213.geopotential number by the normal gravity value computed on the
 OE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0213.degrees latitude (g = 980.6199 gals.).
 OE0213
 OE0213.The modeled gravity was interpolated from observed gravity values.
 OE0213
 OE0213;                    North         East    Units  Estimated Accuracy
 OE0213;SPC NY E     -   464,560.      159,220.      MT  (+/- 180 meters Scaled)
 OE0213
 OE0213                          SUPERSEDED SURVEY CONTROL
 OE0213
 OE0213  NGVD 29 (??/??/92)  232.200  (m)          761.81   (f) ADJ UNCH    2 0
 OE0213
 OE0213.Superseded values are not recommended for survey control.
 OE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0213.See file dsdata.txt to determine how the superseded data were derived.
 OE0213
 OE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN499628(NAD 83)
 OE0213_MARKER: DB = BENCH MARK DISK
 OE0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0213_STAMPING: D 321 1942
 OE0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0213+STABILITY: SURFACE MOTION
 OE0213
 OE0213  HISTORY     - Date     Condition        Report By
 OE0213  HISTORY     - 1942     MONUMENTED       CGS
 OE0213
 OE0213                          STATION DESCRIPTION
 OE0213
 OE0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0213'1.0 MI NW FROM JOHNSTOWN.
 OE0213'1.0 MILE NORTHWEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0213'JOHNSTOWN, 164 FEET NORTH OF AND ACROSS THE ROAD FROM THE NORTH CORNER
 OE0213'OF A HIGH VOLTAGE POWER LINE TOWER, 65 FEET NORTHEAST OF THE CENTER
 OE0213'LINE OF THE HIGHWAY, 26 FEET NORTHEAST OF THE CENTER LINE OF A SHORT
 OE0213'STRETCH OF THE OLD HIGHWAY NOW USED AS A STONE STOCK PILING AREA, 9
 OE0213'FEET EAST OF POWER LINE POLE NO. NYP 8, 2 FEET SOUTHWEST OF A FENCE,
 OE0213'AND 2 FEET SOUTHEAST OF A REFERENCE POST.  A DISK, SET IN THE TOP OF A
 OE0213'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0207 ***********************************************************************
 OE0207  DESIGNATION -  D 322
 OE0207  PID         -  OE0207
 OE0207  STATE/COUNTY-  NY/FULTON
 OE0207  USGS QUAD   -  GLOVERSVILLE (1970)
 OE0207
 OE0207                         *CURRENT SURVEY CONTROL
 OE0207  ___________________________________________________________________
 OE0207* NAD 83(1986)-  43 06 47.     (N)    074 22 23.     (W)     SCALED    
 OE0207* NAVD 88     -       465.873  (meters)    1528.45   (feet)  ADJUSTED  
 OE0207  ___________________________________________________________________
 OE0207  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 OE0207  DYNAMIC HT  -         465.739 (meters)    1528.01  (feet)  COMP
 OE0207  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 OE0207
 OE0207  VERT ORDER  -  SECOND    CLASS 0
 OE0207
 OE0207.The horizontal coordinates were scaled from a topographic map and have
 OE0207.an estimated accuracy of +/- 6 seconds.
 OE0207
 OE0207.The orthometric height was determined by differential leveling
 OE0207.and adjusted by the National Geodetic Survey in June 1991..
 OE0207
 OE0207.The geoid height was determined by GEOID03.
 OE0207
 OE0207.The dynamic height is computed by dividing the NAVD 88
 OE0207.geopotential number by the normal gravity value computed on the
 OE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0207.degrees latitude (g = 980.6199 gals.).
 OE0207
 OE0207.The modeled gravity was interpolated from observed gravity values.
 OE0207
 OE0207;                    North         East    Units  Estimated Accuracy
 OE0207;SPC NY E     -   475,240.      160,330.      MT  (+/- 180 meters Scaled)
 OE0207
 OE0207                          SUPERSEDED SURVEY CONTROL
 OE0207
 OE0207  NGVD 29 (??/??/92)  466.003  (m)         1528.88   (f) ADJ UNCH    2 0
 OE0207
 OE0207.Superseded values are not recommended for survey control.
 OE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0207.See file dsdata.txt to determine how the superseded data were derived.
 OE0207
 OE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN510735(NAD 83)
 OE0207_MARKER: DB = BENCH MARK DISK
 OE0207_SETTING: 66 = SET IN ROCK OUTCROP
 OE0207_SP_SET: BED ROCK
 OE0207_STAMPING: D 322 1942
 OE0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0207+STABILITY: POSITION/ELEVATION WELL
 OE0207
 OE0207  HISTORY     - Date     Condition        Report By
 OE0207  HISTORY     - 1942     MONUMENTED       CGS
 OE0207  HISTORY     - 20050728 MARK NOT FOUND   USPSQD
 OE0207
 OE0207                          STATION DESCRIPTION
 OE0207
 OE0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0207'6.0 MI N FROM GLOVERSVILLE.
 OE0207'6.0 MILES NORTH ALONG STATE HIGHWAY 309 FROM THE FIRST M.E. CHURCH AT
 OE0207'GLOVERSVILLE, 0.6 MILE SOUTHWEST OF BLEECKER, 93.5 FEET NORTH OF THE
 OE0207'NORTH CORNER OF THE BLEECKER EAGLE DANCING PAVILION, 74 FEET SOUTHEAST
 OE0207'OF THE CENTER LINE OF THE HIGHWAY, AND 38 FEET NORTHEAST OF THE CENTER
 OE0207'LINE OF A GRAVEL ENTRANCE ROAD. A DISK, SET IN THE TOP OF OUTCROPPING
 OE0207'BEDROCK.
 OE0207
 OE0207                          STATION RECOVERY (2005)
 OE0207
 OE0207'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0187 ***********************************************************************
 OE0187  DESIGNATION -  D 323
 OE0187  PID         -  OE0187
 OE0187  STATE/COUNTY-  NY/FULTON
 OE0187  USGS QUAD   -  CAROGA LAKE (1970)
 OE0187
 OE0187                         *CURRENT SURVEY CONTROL
 OE0187  ___________________________________________________________________
 OE0187* NAD 83(1986)-  43 09 55.     (N)    074 24 14.     (W)     SCALED    
 OE0187* NAVD 88     -       448.176  (meters)    1470.39   (feet)  ADJUSTED  
 OE0187  ___________________________________________________________________
 OE0187  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 OE0187  DYNAMIC HT  -         448.050 (meters)    1469.98  (feet)  COMP
 OE0187  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 OE0187
 OE0187  VERT ORDER  -  SECOND    CLASS 0
 OE0187
 OE0187.The horizontal coordinates were scaled from a topographic map and have
 OE0187.an estimated accuracy of +/- 6 seconds.
 OE0187
 OE0187.The orthometric height was determined by differential leveling
 OE0187.and adjusted by the National Geodetic Survey in June 1991..
 OE0187
 OE0187.The geoid height was determined by GEOID03.
 OE0187
 OE0187.The dynamic height is computed by dividing the NAVD 88
 OE0187.geopotential number by the normal gravity value computed on the
 OE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0187.degrees latitude (g = 980.6199 gals.).
 OE0187
 OE0187.The modeled gravity was interpolated from observed gravity values.
 OE0187
 OE0187;                    North         East    Units  Estimated Accuracy
 OE0187;SPC NY E     -   481,040.      157,820.      MT  (+/- 180 meters Scaled)
 OE0187
 OE0187                          SUPERSEDED SURVEY CONTROL
 OE0187
 OE0187  NGVD 29 (??/??/92)  448.306  (m)         1470.82   (f) ADJ UNCH    2 0
 OE0187
 OE0187.Superseded values are not recommended for survey control.
 OE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0187.See file dsdata.txt to determine how the superseded data were derived.
 OE0187
 OE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN484793(NAD 83)
 OE0187_MARKER: DB = BENCH MARK DISK
 OE0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0187_SP_SET: BRIDGE
 OE0187_STAMPING: D 323 1942
 OE0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0187
 OE0187  HISTORY     - Date     Condition        Report By
 OE0187  HISTORY     - 1942     MONUMENTED       CGS
 OE0187
 OE0187                          STATION DESCRIPTION
 OE0187
 OE0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0187'4.8 MI NE FROM CAROGA LAKE.
 OE0187'ABOUT 0.2 MILE NORTH ALONG HIGHWAY NO. 10 FROM VROOMANS HOTEL AT
 OE0187'CAROGA LAKE, THENCE ABOUT 4.6 MILES NORTHEAST ALONG A SURFACED COUNTY
 OE0187'ROAD, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE SOUTHEAST WING WALL
 OE0187'OF A CONCRETE BRIDGE OVER A CREEK, ABOUT .05 MILE WEST OF PETERS
 OE0187'CORNERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0019 ***********************************************************************
 KU0019  DESIGNATION -  D 324
 KU0019  PID         -  KU0019
 KU0019  STATE/COUNTY-  NY/SUFFOLK
 KU0019  USGS QUAD   -  SAG HARBOR (1956)
 KU0019
 KU0019                         *CURRENT SURVEY CONTROL
 KU0019  ___________________________________________________________________
 KU0019* NAD 83(1986)-  40 55 56.     (N)    072 18 59.     (W)     SCALED    
 KU0019* NAVD 88     -        12.431  (meters)      40.78   (feet)  ADJUSTED  
 KU0019  ___________________________________________________________________
 KU0019  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU0019  DYNAMIC HT  -          12.426 (meters)      40.77  (feet)  COMP
 KU0019  MODELED GRAV-     980,243.8   (mgal)                       NAVD 88
 KU0019
 KU0019  VERT ORDER  -  SECOND    CLASS 0
 KU0019
 KU0019.The horizontal coordinates were scaled from a topographic map and have
 KU0019.an estimated accuracy of +/- 6 seconds.
 KU0019
 KU0019.The orthometric height was determined by differential leveling
 KU0019.and adjusted by the National Geodetic Survey in June 1991..
 KU0019
 KU0019.The geoid height was determined by GEOID03.
 KU0019
 KU0019.The dynamic height is computed by dividing the NAVD 88
 KU0019.geopotential number by the normal gravity value computed on the
 KU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0019.degrees latitude (g = 980.6199 gals.).
 KU0019
 KU0019.The modeled gravity was interpolated from observed gravity values.
 KU0019
 KU0019;                    North         East    Units  Estimated Accuracy
 KU0019;SPC NY L     -    86,380.      441,790.      MT  (+/- 180 meters Scaled)
 KU0019
 KU0019                          SUPERSEDED SURVEY CONTROL
 KU0019
 KU0019  NGVD 29 (??/??/92)   12.711  (m)           41.70   (f) ADJ UNCH    2 0
 KU0019
 KU0019.Superseded values are not recommended for survey control.
 KU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0019.See file dsdata.txt to determine how the superseded data were derived.
 KU0019
 KU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL259347(NAD 83)
 KU0019_MARKER: DB = BENCH MARK DISK
 KU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0019_STAMPING: D 324 1943
 KU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0019+STABILITY: SURFACE MOTION
 KU0019
 KU0019  HISTORY     - Date     Condition        Report By
 KU0019  HISTORY     - 1943     MONUMENTED       CGS
 KU0019
 KU0019                          STATION DESCRIPTION
 KU0019
 KU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KU0019'0.8 MI SW FROM BRIDGEHAMPTON.
 KU0019'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 KU0019'AT BRIDGEHAMPTON, SUFFOLK COUNTY, AT THE SUMMIT OF A SMALL HILL,
 KU0019'400 FEET WEST OF A TWO-STORY SHINGLE FARMHOUSE ON THE NORTH
 KU0019'SIDE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTERLINE OF THE
 KU0019'HIGHWAY, 5.6 FEET SOUTHWEST OF POLE 3196, AND 1.7 FEET NORTH
 KU0019'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 324
 KU0019'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 KU0019'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0229 ***********************************************************************
 LX0229  DESIGNATION -  D 326
 LX0229  PID         -  LX0229
 LX0229  STATE/COUNTY-  NY/SUFFOLK
 LX0229  USGS QUAD   -  SOUTHOLD (1956)
 LX0229
 LX0229                         *CURRENT SURVEY CONTROL
 LX0229  ___________________________________________________________________
 LX0229* NAD 83(1986)-  41 03 50.     (N)    072 25 44.     (W)     SCALED    
 LX0229* NAVD 88     -         9.405  (meters)      30.86   (feet)  ADJUSTED  
 LX0229  ___________________________________________________________________
 LX0229  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LX0229  DYNAMIC HT  -           9.401 (meters)      30.84  (feet)  COMP
 LX0229  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 LX0229
 LX0229  VERT ORDER  -  SECOND    CLASS 0
 LX0229
 LX0229.The horizontal coordinates were scaled from a topographic map and have
 LX0229.an estimated accuracy of +/- 6 seconds.
 LX0229
 LX0229.The orthometric height was determined by differential leveling
 LX0229.and adjusted by the National Geodetic Survey in June 1991..
 LX0229
 LX0229.The geoid height was determined by GEOID03.
 LX0229
 LX0229.The dynamic height is computed by dividing the NAVD 88
 LX0229.geopotential number by the normal gravity value computed on the
 LX0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0229.degrees latitude (g = 980.6199 gals.).
 LX0229
 LX0229.The modeled gravity was interpolated from observed gravity values.
 LX0229
 LX0229;                    North         East    Units  Estimated Accuracy
 LX0229;SPC NY L     -   100,820.      432,050.      MT  (+/- 180 meters Scaled)
 LX0229
 LX0229                          SUPERSEDED SURVEY CONTROL
 LX0229
 LX0229  NGVD 29 (??/??/92)    9.694  (m)           31.80   (f) ADJ UNCH    2 0
 LX0229
 LX0229.Superseded values are not recommended for survey control.
 LX0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0229.See file dsdata.txt to determine how the superseded data were derived.
 LX0229
 LX0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL160490(NAD 83)
 LX0229_MARKER: DB = BENCH MARK DISK
 LX0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0229_SP_SET: STEP
 LX0229_STAMPING: D 326 1943
 LX0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0229
 LX0229  HISTORY     - Date     Condition        Report By
 LX0229  HISTORY     - 1943     MONUMENTED       CGS
 LX0229
 LX0229                          STATION DESCRIPTION
 LX0229
 LX0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LX0229'AT SOUTHOLD.
 LX0229'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 LX0229'AT SOUTHOLD, SUFFOLK COUNTY, AT THE SOUTHOLD FREE LIBRARY, 34.4
 LX0229'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE STONE WALL
 LX0229'AT THE WEST EDGE OF THE STEPS LEADING FROM THE SIDEWALK TO THE
 LX0229'LIBRARY, AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.  A STANDARD
 LX0229'DISK, STAMPED D 326 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0258 ***********************************************************************
 PH0258  DESIGNATION -  D 327
 PH0258  PID         -  PH0258
 PH0258  STATE/COUNTY-  NY/FRANKLIN
 PH0258  USGS QUAD   -  
 PH0258
 PH0258                         *CURRENT SURVEY CONTROL
 PH0258  ___________________________________________________________________
 PH0258* NAD 83(1986)-  44 14 13.     (N)    074 28 32.     (W)     SCALED    
 PH0258* NAVD 88     -       472.151  (meters)    1549.05   (feet)  ADJUSTED  
 PH0258  ___________________________________________________________________
 PH0258  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 PH0258  DYNAMIC HT  -         472.063 (meters)    1548.76  (feet)  COMP
 PH0258  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 PH0258
 PH0258  VERT ORDER  -  FIRST     CLASS I
 PH0258
 PH0258.The horizontal coordinates were scaled from a topographic map and have
 PH0258.an estimated accuracy of +/- 6 seconds.
 PH0258
 PH0258.The orthometric height was determined by differential leveling
 PH0258.and adjusted by the National Geodetic Survey in June 1991..
 PH0258
 PH0258.The geoid height was determined by GEOID03.
 PH0258
 PH0258.The dynamic height is computed by dividing the NAVD 88
 PH0258.geopotential number by the normal gravity value computed on the
 PH0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0258.degrees latitude (g = 980.6199 gals.).
 PH0258
 PH0258.The modeled gravity was interpolated from observed gravity values.
 PH0258
 PH0258;                    North         East    Units  Estimated Accuracy
 PH0258;SPC NY E     -   600,090.      151,950.      MT  (+/- 180 meters Scaled)
 PH0258
 PH0258                          SUPERSEDED SURVEY CONTROL
 PH0258
 PH0258  NGVD 29 (??/??/92)  472.209  (m)         1549.24   (f) ADJ UNCH    1 1
 PH0258
 PH0258.Superseded values are not recommended for survey control.
 PH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0258.See file dsdata.txt to determine how the superseded data were derived.
 PH0258
 PH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP418983(NAD 83)
 PH0258_MARKER: DB = BENCH MARK DISK
 PH0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0258_SP_SET: CULVERT
 PH0258_STAMPING: D 327 1942
 PH0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0258
 PH0258  HISTORY     - Date     Condition        Report By
 PH0258  HISTORY     - 1942     MONUMENTED       CGS
 PH0258  HISTORY     - 1975     GOOD             NGS
 PH0258  HISTORY     - 20020401 MARK NOT FOUND   NYDT
 PH0258
 PH0258                          STATION DESCRIPTION
 PH0258
 PH0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0258'0.40 MI S FROM TUPPER LAKE.
 PH0258'0.40 MILE SOUTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE NEW
 PH0258'YORK CENTRAL RAILROAD AT TUPPER LAKE, ABOUT 300 FEET SOUTHEAST OF THE
 PH0258'PRESBYTERIAN CHURCH.  IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 PH0258'HEADWALL OF A CONCRETE BOX CULVERT, 18.1 FEET SOUTHWEST OF CENTER LINE
 PH0258'OF THE HIGHWAY, 52 FEET SOUTHWEST OF POWER POLE NO. 55, 27.7 FEET
 PH0258'SOUTHEAST OF POWER POLE NO. 028 AND ABOUT 1 FOOT BELOW THE LEVEL OF
 PH0258'THE ROAD.
 PH0258
 PH0258                          STATION RECOVERY (2002)
 PH0258
 PH0258'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 PH0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0348 ***********************************************************************
 LX0348  DESIGNATION -  D 327
 LX0348  PID         -  LX0348
 LX0348  STATE/COUNTY-  NY/SUFFOLK
 LX0348  USGS QUAD   -  NEW LONDON (1984)
 LX0348
 LX0348                         *CURRENT SURVEY CONTROL
 LX0348  ___________________________________________________________________
 LX0348* NAD 83(1986)-  41 15 28.     (N)    072 00 28.     (W)     SCALED    
 LX0348* LOCAL TIDAL -        11.988  (meters)      39.33   (feet)  ADJ UNCH  
 LX0348  ___________________________________________________________________
 LX0348  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX0348
 LX0348  VERT ORDER  -  SECOND    CLASS 0
 LX0348
 LX0348.The horizontal coordinates were scaled from a topographic map and have
 LX0348.an estimated accuracy of +/- 6 seconds.
 LX0348
 LX0348.The orthometric height was key entered from printed documents
 LX0348.and not key verified.
 LX0348
 LX0348.The geoid height was determined by GEOID03.
 LX0348
 LX0348;                    North         East    Units  Estimated Accuracy
 LX0348;SPC NY L     -   123,070.      466,950.      MT  (+/- 180 meters Scaled)
 LX0348
 LX0348                          SUPERSEDED SURVEY CONTROL
 LX0348
 LX0348.No superseded survey control is available for this station.
 LX0348
 LX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL506716(NAD 83)
 LX0348_MARKER: DB = BENCH MARK DISK
 LX0348_SETTING: 0 = UNSPECIFIED SETTING
 LX0348_STAMPING: D 327 1943
 LX0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0348
 LX0348  HISTORY     - Date     Condition        Report By
 LX0348  HISTORY     - 1943     MONUMENTED       CGS
 LX0348
 LX0348                          STATION DESCRIPTION
 LX0348
 LX0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LX0348'1 MI NE FROM FISHERS ISLAND.
 LX0348'0.9 MILE NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 LX0348'FISHERS ISLAND, SUFFOLK COUNTY, THENCE 0.1 MILE SOUTHEAST ALONG
 LX0348'A BATTERY ROAD, AT THE EAST CORNER OF THE NORTHEAST END OF A
 LX0348'BATTERY, 16 FEET SOUTHEAST OF THE SOUTH CORNER OF THE NORTHEAST
 LX0348'BATTERY, 1.6 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE
 LX0348'FLOOR, AND 1.5 FEET SOUTHWEST OF THE NORTHEAST EDGE.  A STANDARD
 LX0348'DISK, STAMPED D 327 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0541 ***********************************************************************
 KU0541  DESIGNATION -  D 328
 KU0541  PID         -  KU0541
 KU0541  STATE/COUNTY-  NY/SUFFOLK
 KU0541  USGS QUAD   -  PATCHOGUE (1967)
 KU0541
 KU0541                         *CURRENT SURVEY CONTROL
 KU0541  ___________________________________________________________________
 KU0541* NAD 83(1986)-  40 48 56.     (N)    073 06 43.     (W)     SCALED    
 KU0541* NAVD 88     -        33.658  (meters)     110.43   (feet)  ADJUSTED  
 KU0541  ___________________________________________________________________
 KU0541  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU0541  DYNAMIC HT  -          33.646 (meters)     110.39  (feet)  COMP
 KU0541  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 KU0541
 KU0541  VERT ORDER  -  SECOND    CLASS 0
 KU0541
 KU0541.The horizontal coordinates were scaled from a topographic map and have
 KU0541.an estimated accuracy of +/- 6 seconds.
 KU0541
 KU0541.The orthometric height was determined by differential leveling
 KU0541.and adjusted by the National Geodetic Survey in June 1991..
 KU0541
 KU0541.The geoid height was determined by GEOID03.
 KU0541
 KU0541.The dynamic height is computed by dividing the NAVD 88
 KU0541.geopotential number by the normal gravity value computed on the
 KU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0541.degrees latitude (g = 980.6199 gals.).
 KU0541
 KU0541.The modeled gravity was interpolated from observed gravity values.
 KU0541
 KU0541;                    North         East    Units  Estimated Accuracy
 KU0541;SPC NY L     -    72,440.      374,920.      MT  (+/- 180 meters Scaled)
 KU0541
 KU0541                          SUPERSEDED SURVEY CONTROL
 KU0541
 KU0541  NGVD 29 (??/??/92)   33.983  (m)          111.49   (f) ADJ UNCH    2 0
 KU0541
 KU0541.Superseded values are not recommended for survey control.
 KU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0541.See file dsdata.txt to determine how the superseded data were derived.
 KU0541
 KU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL592199(NAD 83)
 KU0541_MARKER: DB = BENCH MARK DISK
 KU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0541_STAMPING: D 328 1949
 KU0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0541+STABILITY: SURFACE MOTION
 KU0541
 KU0541  HISTORY     - Date     Condition        Report By
 KU0541  HISTORY     - 1949     MONUMENTED       CGS
 KU0541  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0541
 KU0541                          STATION DESCRIPTION
 KU0541
 KU0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0541'0.6 MI N FROM RONKONKOMA.
 KU0541'ABOUT 0.6 MILE NORTH ALONG RONKONKOMA AVENUE FROM THE LONG ISLAND
 KU0541'RAILROAD STATION AT RONKONKOMA, AT A POINT WHERE A HIGH POWER
 KU0541'LINE CROSSES RONKONKOMA AVENUE, 76.6 FEET EAST OF THE CENTER
 KU0541'LINE OF THE ROAD, 21.2 FEET WEST OF THE NORTHWEST LEG OF STEEL
 KU0541'TOWER FOR HIGH POWER LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KU0541'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 KU0541'POST PROJECTING 1 INCH.
 KU0541
 KU0541                          STATION RECOVERY (1995)
 KU0541
 KU0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0541'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0254 ***********************************************************************
 KU0254  DESIGNATION -  D 329
 KU0254  PID         -  KU0254
 KU0254  STATE/COUNTY-  NY/SUFFOLK
 KU0254  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0254
 KU0254                         *CURRENT SURVEY CONTROL
 KU0254  ___________________________________________________________________
 KU0254* NAD 83(1986)-  40 55 20.     (N)    072 53 27.     (W)     SCALED    
 KU0254* NAVD 88     -        30.018  (meters)      98.48   (feet)  ADJUSTED  
 KU0254  ___________________________________________________________________
 KU0254  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU0254  DYNAMIC HT  -          30.007 (meters)      98.45  (feet)  COMP
 KU0254  MODELED GRAV-     980,254.0   (mgal)                       NAVD 88
 KU0254
 KU0254  VERT ORDER  -  SECOND    CLASS 0
 KU0254
 KU0254.The horizontal coordinates were scaled from a topographic map and have
 KU0254.an estimated accuracy of +/- 6 seconds.
 KU0254
 KU0254.The orthometric height was determined by differential leveling
 KU0254.and adjusted by the National Geodetic Survey in June 1991..
 KU0254
 KU0254.The geoid height was determined by GEOID03.
 KU0254
 KU0254.The dynamic height is computed by dividing the NAVD 88
 KU0254.geopotential number by the normal gravity value computed on the
 KU0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0254.degrees latitude (g = 980.6199 gals.).
 KU0254
 KU0254.The modeled gravity was interpolated from observed gravity values.
 KU0254
 KU0254;                    North         East    Units  Estimated Accuracy
 KU0254;SPC NY L     -    84,490.      393,430.      MT  (+/- 180 meters Scaled)
 KU0254
 KU0254                          SUPERSEDED SURVEY CONTROL
 KU0254
 KU0254  NGVD 29 (??/??/92)   30.319  (m)           99.47   (f) ADJ UNCH    2 0
 KU0254
 KU0254.Superseded values are not recommended for survey control.
 KU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0254.See file dsdata.txt to determine how the superseded data were derived.
 KU0254
 KU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL775322(NAD 83)
 KU0254_MARKER: DB = BENCH MARK DISK
 KU0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0254_STAMPING: D 329 1949
 KU0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0254+STABILITY: SURFACE MOTION
 KU0254
 KU0254  HISTORY     - Date     Condition        Report By
 KU0254  HISTORY     - 1949     MONUMENTED       CGS
 KU0254  HISTORY     - 1950     GOOD             NGS
 KU0254  HISTORY     - 1962     MARK NOT FOUND   NGS
 KU0254  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 KU0254  HISTORY     - 20031020 MARK NOT FOUND   USPSQD
 KU0254
 KU0254                          STATION DESCRIPTION
 KU0254
 KU0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0254'2 MI S FROM SHOREHAM.
 KU0254'ABOUT 2.0 MILES SOUTH ALONG RANDALL ROAD FROM ITS INTERSECTION
 KU0254'WITH STATE HIGHWAY 25 AT SHOREHAM, ABOUT 2.95 MILES NORTH OF THE
 KU0254'FIRE HOUSE AT RIDGE, NEAR THE BOTTOM OF A SLIGHT GRADE, ALONG THE
 KU0254'WEST EDGE OF HEAVY SCRUB OAK, 29.8 FEET EAST OF THE CENTER LINE OF
 KU0254'THE ROAD, 8 FEET SOUTHEAST OF TELEPHONE POLE LIL 78, 4 FEET
 KU0254'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 KU0254'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU0254
 KU0254                          STATION RECOVERY (1962)
 KU0254
 KU0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KU0254'MARK NOT FOUND.
 KU0254
 KU0254                          STATION RECOVERY (1996)
 KU0254
 KU0254'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0254'MARK NOT FOUND.
 KU0254
 KU0254                          STATION RECOVERY (2003)
 KU0254
 KU0254'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0922 ***********************************************************************
 MZ0922  DESIGNATION -  D 33
 MZ0922  PID         -  MZ0922
 MZ0922  STATE/COUNTY-  NY/SCHENECTADY
 MZ0922  USGS QUAD   -  SCHENECTADY (1980)
 MZ0922
 MZ0922                         *CURRENT SURVEY CONTROL
 MZ0922  ___________________________________________________________________
 MZ0922* NAD 83(1986)-  42 48 52.     (N)    073 56 20.     (W)     SCALED    
 MZ0922* NAVD 88     -        74.987  (meters)     246.02   (feet)  ADJUSTED  
 MZ0922  ___________________________________________________________________
 MZ0922  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ0922  DYNAMIC HT  -          74.966 (meters)     245.95  (feet)  COMP
 MZ0922  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 MZ0922
 MZ0922  VERT ORDER  -  FIRST     CLASS II
 MZ0922
 MZ0922.The horizontal coordinates were scaled from a topographic map and have
 MZ0922.an estimated accuracy of +/- 6 seconds.
 MZ0922
 MZ0922.The orthometric height was determined by differential leveling
 MZ0922.and adjusted by the National Geodetic Survey in June 1991..
 MZ0922.WARNING-Repeat measurements at this control monument indicate possible
 MZ0922.vertical movement.
 MZ0922
 MZ0922.The geoid height was determined by GEOID03.
 MZ0922
 MZ0922.The dynamic height is computed by dividing the NAVD 88
 MZ0922.geopotential number by the normal gravity value computed on the
 MZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0922.degrees latitude (g = 980.6199 gals.).
 MZ0922
 MZ0922.The modeled gravity was interpolated from observed gravity values.
 MZ0922
 MZ0922;                    North         East    Units  Estimated Accuracy
 MZ0922;SPC NY E     -   442,210.      195,890.      MT  (+/- 180 meters Scaled)
 MZ0922
 MZ0922                          SUPERSEDED SURVEY CONTROL
 MZ0922
 MZ0922  NGVD 29 (??/??/92)   75.147  (m)          246.54   (f) ADJ UNCH    1 2
 MZ0922
 MZ0922.Superseded values are not recommended for survey control.
 MZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0922.See file dsdata.txt to determine how the superseded data were derived.
 MZ0922
 MZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN867407(NAD 83)
 MZ0922_MARKER: DB = BENCH MARK DISK
 MZ0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0922_SP_SET: WALL
 MZ0922_MARK LOGO: CGS   
 MZ0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0922
 MZ0922  HISTORY     - Date     Condition        Report By
 MZ0922  HISTORY     - UNK      MONUMENTED       CGS
 MZ0922  HISTORY     - 1931     GOOD             NGS
 MZ0922  HISTORY     - 1981     GOOD             NGS
 MZ0922
 MZ0922                          STATION DESCRIPTION
 MZ0922
 MZ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MZ0922'AT SCHENECTADY.
 MZ0922'IN POSTOFFICE BUILDING AT CORNER OF LIBERTY AND JAY STREETS. IN FACE
 MZ0922'OF SECOND COURSE OF MASONRY ABOVE WATER TABLE. ON NORTH SIDE OF
 MZ0922'LIBERTY STREET ENTRANCE.
 MZ0922
 MZ0922                          STATION RECOVERY (1981)
 MZ0922
 MZ0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MZ0922'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MZ0922'IN SCHENECTADY, AT THE INTERSECTION OF LIBERTY AND JAY STREETS, SET
 MZ0922'VERTICALLY IN THE SOUTHWEST FACE OF THE POST OFFICE, AT THE NORTHWEST
 MZ0922'SIDE OF THE LIBERTY STREET ENTRANCE, 11.27 METERS (37.0 FEET)
 MZ0922'NORTHEAST OF THE NORTHEAST CURB OF LIBERTY STREET, 10.52 METERS (34.5
 MZ0922'FEET) SOUTHEAST OF THE SOUTHEAST CURB OF JAY STREET, 1.61 METERS (5.3
 MZ0922'FEET) NORTHWEST OF THE CENTER OF THE DOUBLE ENTRANCE DOORS OF THE POST
 MZ0922'OFFICE, 1.52 METERS (5.0 FEET) SOUTHEAST OF THE WEST CORNER OF THE
 MZ0922'POST OFFICE.
 MZ0922'THE MARK IS 0.6 M ABOVE TOP OF STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0997 ***********************************************************************
 KU0997  DESIGNATION -  D 330
 KU0997  PID         -  KU0997
 KU0997  STATE/COUNTY-  NY/SUFFOLK
 KU0997  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0997
 KU0997                         *CURRENT SURVEY CONTROL
 KU0997  ___________________________________________________________________
 KU0997* NAD 83(1986)-  40 43 21.     (N)    073 19 23.     (W)     SCALED    
 KU0997* NAVD 88     -         9.813  (meters)      32.19   (feet)  ADJUSTED  
 KU0997  ___________________________________________________________________
 KU0997  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU0997  DYNAMIC HT  -           9.809 (meters)      32.18  (feet)  COMP
 KU0997  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 KU0997
 KU0997  VERT ORDER  -  SECOND    CLASS 0
 KU0997
 KU0997.The horizontal coordinates were scaled from a topographic map and have
 KU0997.an estimated accuracy of +/- 6 seconds.
 KU0997
 KU0997.The orthometric height was determined by differential leveling
 KU0997.and adjusted by the National Geodetic Survey in June 1991..
 KU0997
 KU0997.The geoid height was determined by GEOID03.
 KU0997
 KU0997.The dynamic height is computed by dividing the NAVD 88
 KU0997.geopotential number by the normal gravity value computed on the
 KU0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0997.degrees latitude (g = 980.6199 gals.).
 KU0997
 KU0997.The modeled gravity was interpolated from observed gravity values.
 KU0997
 KU0997;                    North         East    Units  Estimated Accuracy
 KU0997;SPC NY L     -    61,940.      357,190.      MT  (+/- 180 meters Scaled)
 KU0997
 KU0997                          SUPERSEDED SURVEY CONTROL
 KU0997
 KU0997  NGVD 29 (??/??/92)   10.181  (m)           33.40   (f) ADJ UNCH    2 0
 KU0997
 KU0997.Superseded values are not recommended for survey control.
 KU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0997.See file dsdata.txt to determine how the superseded data were derived.
 KU0997
 KU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL416093(NAD 83)
 KU0997_MARKER: DB = BENCH MARK DISK
 KU0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0997_SP_SET: FOUNDATION
 KU0997_STAMPING: D 330 1950
 KU0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0997+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 KU0997
 KU0997  HISTORY     - Date     Condition        Report By
 KU0997  HISTORY     - 1950     MONUMENTED       CGS
 KU0997  HISTORY     - 1985     GOOD             USPSQD
 KU0997  HISTORY     - 1991     GOOD             USPSQD
 KU0997  HISTORY     - 20020831 GOOD             USPSQD
 KU0997  HISTORY     - 20031102 GOOD             USPSQD
 KU0997  HISTORY     - 20040904 GOOD             SBAS
 KU0997
 KU0997                          STATION DESCRIPTION
 KU0997
 KU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0997'1.4 MI N FROM BABYLON.
 KU0997'ABOUT 1.45 MILES NORTH ALONG DEER PARK AVENUE FROM THE LONG
 KU0997'ISLAND RAILROAD STATION AT BABYLON, AT THE NORTH BABYLON SCHOOL,
 KU0997'SET IN THE TOP AT THE NORTHEAST CORNER OF THE FOUNDATION FOR
 KU0997'THE EAST ENTRANCE TO THE GYMNASIUM, 15.8 FEET EAST OF THE
 KU0997'EAST FACE OF THE BUILDING, 12.3 FEET WEST OF THE CENTER LINE OF
 KU0997'THE CIRCULAR DRIVE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KU0997'DRIVEWAY.
 KU0997
 KU0997                          STATION RECOVERY (1985)
 KU0997
 KU0997'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0997'RECOVERED IN GOOD CONDITION.
 KU0997
 KU0997                          STATION RECOVERY (1991)
 KU0997
 KU0997'RECOVERY NOTE BY US POWER SQUADRON 1991 (JK)
 KU0997'RECOVERED IN GOOD CONDITION.
 KU0997
 KU0997                          STATION RECOVERY (2002)
 KU0997
 KU0997'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU0997'RECOVERED IN GOOD CONDITION.
 KU0997
 KU0997                          STATION RECOVERY (2003)
 KU0997
 KU0997'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0997'RECOVERED IN GOOD CONDITION.
 KU0997
 KU0997                          STATION RECOVERY (2004)
 KU0997
 KU0997'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 2004 (PL)
 KU0997'SCHOOL BUILDING IS NOW THE MARION G. VEDDER ELEMENTARY SCHOOL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0177 ***********************************************************************
 KU0177  DESIGNATION -  D 331
 KU0177  PID         -  KU0177
 KU0177  STATE/COUNTY-  NY/SUFFOLK
 KU0177  USGS QUAD   -  MORICHES (1967)
 KU0177
 KU0177                         *CURRENT SURVEY CONTROL
 KU0177  ___________________________________________________________________
 KU0177* NAD 83(1986)-  40 48 11.     (N)    072 49 21.     (W)     SCALED    
 KU0177* NAVD 88     -         5.444  (meters)      17.86   (feet)  ADJUSTED  
 KU0177  ___________________________________________________________________
 KU0177  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU0177  DYNAMIC HT  -           5.441 (meters)      17.85  (feet)  COMP
 KU0177  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 KU0177
 KU0177  VERT ORDER  -  SECOND    CLASS 0
 KU0177
 KU0177.The horizontal coordinates were scaled from a topographic map and have
 KU0177.an estimated accuracy of +/- 6 seconds.
 KU0177
 KU0177.The orthometric height was determined by differential leveling
 KU0177.and adjusted by the National Geodetic Survey in June 1991..
 KU0177
 KU0177.The geoid height was determined by GEOID03.
 KU0177
 KU0177.The dynamic height is computed by dividing the NAVD 88
 KU0177.geopotential number by the normal gravity value computed on the
 KU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0177.degrees latitude (g = 980.6199 gals.).
 KU0177
 KU0177.The modeled gravity was interpolated from observed gravity values.
 KU0177
 KU0177;                    North         East    Units  Estimated Accuracy
 KU0177;SPC NY L     -    71,340.      399,360.      MT  (+/- 180 meters Scaled)
 KU0177
 KU0177                          SUPERSEDED SURVEY CONTROL
 KU0177
 KU0177  NGVD 29 (??/??/92)    5.760  (m)           18.90   (f) ADJ UNCH    2 0
 KU0177
 KU0177.Superseded values are not recommended for survey control.
 KU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0177.See file dsdata.txt to determine how the superseded data were derived.
 KU0177
 KU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL836191(NAD 83)
 KU0177_MARKER: DB = BENCH MARK DISK
 KU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0177_STAMPING: D 331 1950
 KU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0177+STABILITY: SURFACE MOTION
 KU0177
 KU0177  HISTORY     - Date     Condition        Report By
 KU0177  HISTORY     - 1950     MONUMENTED       CGS
 KU0177  HISTORY     - 1953     GOOD             NGS
 KU0177  HISTORY     - 20001116 MARK NOT FOUND   NGS
 KU0177
 KU0177                          STATION DESCRIPTION
 KU0177
 KU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0177'1 MI E FROM MASTIC.
 KU0177'ABOUT 0.95 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0177'STATION AT MASTIC, ABOUT 0.15 MILE WEST OF MILE POST 64, AT A
 KU0177'PAVED ROAD CROSSING, 26.8 FEET NORTH OF THE NORTH RAIL, 20.2
 KU0177'FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 3.3 FEET
 KU0177'EAST OF A TELEPHONE POLE AND IN LINE WITH THE POLES, 3 FEET
 KU0177'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 KU0177'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KU0177'PROJECTING 2 INCHES.
 KU0177
 KU0177                          STATION RECOVERY (1953)
 KU0177
 KU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KU0177'RECOVERED IN GOOD CONDITION.
 KU0177
 KU0177                          STATION RECOVERY (2000)
 KU0177
 KU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 KU0177'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0616 ***********************************************************************
 KU0616  DESIGNATION -  D 333
 KU0616  PID         -  KU0616
 KU0616  STATE/COUNTY-  NY/SUFFOLK
 KU0616  USGS QUAD   -  GREENLAWN (1979)
 KU0616
 KU0616                         *CURRENT SURVEY CONTROL
 KU0616  ___________________________________________________________________
 KU0616* NAD 83(1986)-  40 46 40.     (N)    073 15 16.     (W)     SCALED    
 KU0616* NAVD 88     -        28.418  (meters)      93.23   (feet)  ADJUSTED  
 KU0616  ___________________________________________________________________
 KU0616  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU0616  DYNAMIC HT  -          28.407 (meters)      93.20  (feet)  COMP
 KU0616  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 KU0616
 KU0616  VERT ORDER  -  SECOND    CLASS 0
 KU0616
 KU0616.The horizontal coordinates were scaled from a topographic map and have
 KU0616.an estimated accuracy of +/- 6 seconds.
 KU0616
 KU0616.The orthometric height was determined by differential leveling
 KU0616.and adjusted by the National Geodetic Survey in June 1991..
 KU0616
 KU0616.The geoid height was determined by GEOID03.
 KU0616
 KU0616.The dynamic height is computed by dividing the NAVD 88
 KU0616.geopotential number by the normal gravity value computed on the
 KU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0616.degrees latitude (g = 980.6199 gals.).
 KU0616
 KU0616.The modeled gravity was interpolated from observed gravity values.
 KU0616
 KU0616;                    North         East    Units  Estimated Accuracy
 KU0616;SPC NY L     -    68,130.      362,940.      MT  (+/- 180 meters Scaled)
 KU0616
 KU0616                          SUPERSEDED SURVEY CONTROL
 KU0616
 KU0616  NGVD 29 (??/??/92)   28.760  (m)           94.36   (f) ADJ UNCH    2 0
 KU0616
 KU0616.Superseded values are not recommended for survey control.
 KU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0616.See file dsdata.txt to determine how the superseded data were derived.
 KU0616
 KU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL472155(NAD 83)
 KU0616_MARKER: DB = BENCH MARK DISK
 KU0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0616_SP_SET: TOWER CON BASE
 KU0616_STAMPING: D 333 1950
 KU0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0616
 KU0616  HISTORY     - Date     Condition        Report By
 KU0616  HISTORY     - 1950     MONUMENTED       CGS
 KU0616  HISTORY     - 1985     GOOD             USPSQD
 KU0616
 KU0616                          STATION DESCRIPTION
 KU0616
 KU0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0616'0.4 MI SW FROM BRENTWOOD.
 KU0616'0.45 MILE SOUTHWEST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0616'RAILROAD STATION AT BRENTWOOD TO THE BRENTWOOD WATER TOWER, SET
 KU0616'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 KU0616'STANDPIPE WHICH IS IN THE CENTER ON THE TOWER, ABOUT 1.0 FOOT
 KU0616'ABOVE THE LEVEL OF THE GROUND.
 KU0616
 KU0616                          STATION RECOVERY (1985)
 KU0616
 KU0616'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0276 ***********************************************************************
 KU0276  DESIGNATION -  D 334
 KU0276  PID         -  KU0276
 KU0276  STATE/COUNTY-  NY/SUFFOLK
 KU0276  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0276
 KU0276                         *CURRENT SURVEY CONTROL
 KU0276  ___________________________________________________________________
 KU0276* NAD 83(1986)-  40 55 33.     (N)    072 58 32.     (W)     SCALED    
 KU0276* NAVD 88     -        35.401  (meters)     116.14   (feet)  ADJUSTED  
 KU0276  ___________________________________________________________________
 KU0276  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KU0276  DYNAMIC HT  -          35.388 (meters)     116.10  (feet)  COMP
 KU0276  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 KU0276
 KU0276  VERT ORDER  -  SECOND    CLASS 0
 KU0276
 KU0276.The horizontal coordinates were scaled from a topographic map and have
 KU0276.an estimated accuracy of +/- 6 seconds.
 KU0276
 KU0276.The orthometric height was determined by differential leveling
 KU0276.and adjusted by the National Geodetic Survey in June 1991..
 KU0276
 KU0276.The geoid height was determined by GEOID03.
 KU0276
 KU0276.The dynamic height is computed by dividing the NAVD 88
 KU0276.geopotential number by the normal gravity value computed on the
 KU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0276.degrees latitude (g = 980.6199 gals.).
 KU0276
 KU0276.The modeled gravity was interpolated from observed gravity values.
 KU0276
 KU0276;                    North         East    Units  Estimated Accuracy
 KU0276;SPC NY L     -    84,810.      386,290.      MT  (+/- 180 meters Scaled)
 KU0276
 KU0276                          SUPERSEDED SURVEY CONTROL
 KU0276
 KU0276  NGVD 29 (??/??/92)   35.704  (m)          117.14   (f) ADJ UNCH    2 0
 KU0276
 KU0276.Superseded values are not recommended for survey control.
 KU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0276.See file dsdata.txt to determine how the superseded data were derived.
 KU0276
 KU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL704324(NAD 83)
 KU0276_MARKER: DB = BENCH MARK DISK
 KU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0276_STAMPING: D 334 1950
 KU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0276+STABILITY: SURFACE MOTION
 KU0276
 KU0276  HISTORY     - Date     Condition        Report By
 KU0276  HISTORY     - 1950     MONUMENTED       CGS
 KU0276  HISTORY     - 1965     GOOD             NGS
 KU0276  HISTORY     - 19961113 GOOD             USPSQD
 KU0276
 KU0276                          STATION DESCRIPTION
 KU0276
 KU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0276'2.6 MI SE FROM MILLER PLACE.
 KU0276'2.6 MILES SOUTHEAST ALONG YAPHANK-MILLER PLACE ROAD FROM THE
 KU0276'GRADE SCHOOL AT MILLER PLACE, 23.4 FEET EAST OF THE CENTER LINE
 KU0276'OF THE ROAD, 50.5 FEET NORTHWEST OF A LONE PINE TREE, IN AN
 KU0276'AREA COVERED WITH LIGHT BRUSH, 2.0 FEET NORTH OF A WHITE WOODEN
 KU0276'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KU0276'GROUND.
 KU0276
 KU0276                          STATION RECOVERY (1965)
 KU0276
 KU0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0276'RECOVERED IN GOOD CONDITION.
 KU0276
 KU0276                          STATION RECOVERY (1996)
 KU0276
 KU0276'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0342 ***********************************************************************
 KU0342  DESIGNATION -  D 335
 KU0342  PID         -  KU0342
 KU0342  STATE/COUNTY-  NY/SUFFOLK
 KU0342  USGS QUAD   -  RIVERHEAD (1956)
 KU0342
 KU0342                         *CURRENT SURVEY CONTROL
 KU0342  ___________________________________________________________________
 KU0342* NAD 83(1986)-  40 57 30.     (N)    072 43 51.     (W)     SCALED    
 KU0342* NAVD 88     -        29.992  (meters)      98.40   (feet)  ADJUSTED  
 KU0342  ___________________________________________________________________
 KU0342  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU0342  DYNAMIC HT  -          29.980 (meters)      98.36  (feet)  COMP
 KU0342  MODELED GRAV-     980,244.5   (mgal)                       NAVD 88
 KU0342
 KU0342  VERT ORDER  -  SECOND    CLASS 0
 KU0342
 KU0342.The horizontal coordinates were scaled from a topographic map and have
 KU0342.an estimated accuracy of +/- 6 seconds.
 KU0342
 KU0342.The orthometric height was determined by differential leveling
 KU0342.and adjusted by the National Geodetic Survey in June 1991..
 KU0342
 KU0342.The geoid height was determined by GEOID03.
 KU0342
 KU0342.The dynamic height is computed by dividing the NAVD 88
 KU0342.geopotential number by the normal gravity value computed on the
 KU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0342.degrees latitude (g = 980.6199 gals.).
 KU0342
 KU0342.The modeled gravity was interpolated from observed gravity values.
 KU0342
 KU0342;                    North         East    Units  Estimated Accuracy
 KU0342;SPC NY L     -    88,690.      406,850.      MT  (+/- 180 meters Scaled)
 KU0342
 KU0342                          SUPERSEDED SURVEY CONTROL
 KU0342
 KU0342  NGVD 29 (??/??/92)   30.286  (m)           99.36   (f) ADJ UNCH    2 0
 KU0342
 KU0342.Superseded values are not recommended for survey control.
 KU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0342.See file dsdata.txt to determine how the superseded data were derived.
 KU0342
 KU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL909366(NAD 83)
 KU0342_MARKER: DB = BENCH MARK DISK
 KU0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0342_STAMPING: D 335 1950
 KU0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0342+STABILITY: SURFACE MOTION
 KU0342
 KU0342  HISTORY     - Date     Condition        Report By
 KU0342  HISTORY     - 1950     MONUMENTED       CGS
 KU0342  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KU0342  HISTORY     - 20060629 MARK NOT FOUND   NYDT
 KU0342
 KU0342                          STATION DESCRIPTION
 KU0342
 KU0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0342'3.8 MI NW FROM RIVERHEAD.
 KU0342'3.8 MILES NORTHWEST ALONG ROANOKE AVENUE FROM RIVERHEAD HIGH SCHOOL
 KU0342'AT RIVERHEAD, SUFFOLK COUNTY, THENCE 1.65 MILES WEST ALONG SOUND
 KU0342'AVENUE, 0.05 MILE WEST OF THE JUNCTION OF OSBORN AVENUE LEADING
 KU0342'SOUTHEAST, AT RIVERHEAD AIRPORT, 137 FEET WEST OF THE EAST
 KU0342'DRIVEWAY TO THE AIRPORT, 100 FEET SOUTH OF THE AVENUE, 15 FEET
 KU0342'EAST OF THE WEST DRIVEWAY TO THE AIRPORT, 38 FEET SOUTHWEST OF
 KU0342'THE SOUTHWEST CORNER OF THE AIRPORT OFFICE, 2 FEET SOUTH OF A
 KU0342'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE AVENUE.  A STANDARD
 KU0342'DISK, STAMPED D 335 1950 AND SET IN THE TOP OF A CONCRETE POST
 KU0342'PROJECTING 1 INCH ABOVE GROUND.
 KU0342
 KU0342                          STATION RECOVERY (1987)
 KU0342
 KU0342'RECOVERY NOTE BY US POWER SQUADRON 1987 (JK)
 KU0342'MARK NOT FOUND.
 KU0342
 KU0342                          STATION RECOVERY (2006)
 KU0342
 KU0342'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0070 ***********************************************************************
 KU0070  DESIGNATION -  D 336
 KU0070  PID         -  KU0070
 KU0070  STATE/COUNTY-  NY/SUFFOLK
 KU0070  USGS QUAD   -  SOUTHAMPTON (1956)
 KU0070
 KU0070                         *CURRENT SURVEY CONTROL
 KU0070  ___________________________________________________________________
 KU0070* NAD 83(1986)-  40 57 27.     (N)    072 23 32.     (W)     SCALED    
 KU0070* NAVD 88     -         7.086  (meters)      23.25   (feet)  ADJUSTED  
 KU0070  ___________________________________________________________________
 KU0070  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU0070  DYNAMIC HT  -           7.083 (meters)      23.24  (feet)  COMP
 KU0070  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 KU0070
 KU0070  VERT ORDER  -  SECOND    CLASS 0
 KU0070
 KU0070.The horizontal coordinates were scaled from a topographic map and have
 KU0070.an estimated accuracy of +/- 6 seconds.
 KU0070
 KU0070.The orthometric height was determined by differential leveling
 KU0070.and adjusted by the National Geodetic Survey in June 1991..
 KU0070
 KU0070.The geoid height was determined by GEOID03.
 KU0070
 KU0070.The dynamic height is computed by dividing the NAVD 88
 KU0070.geopotential number by the normal gravity value computed on the
 KU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0070.degrees latitude (g = 980.6199 gals.).
 KU0070
 KU0070.The modeled gravity was interpolated from observed gravity values.
 KU0070
 KU0070;                    North         East    Units  Estimated Accuracy
 KU0070;SPC NY L     -    89,060.      435,350.      MT  (+/- 180 meters Scaled)
 KU0070
 KU0070                          SUPERSEDED SURVEY CONTROL
 KU0070
 KU0070  NGVD 29 (??/??/92)    7.367  (m)           24.17   (f) ADJ UNCH    2 0
 KU0070
 KU0070.Superseded values are not recommended for survey control.
 KU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0070.See file dsdata.txt to determine how the superseded data were derived.
 KU0070
 KU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL194373(NAD 83)
 KU0070_MARKER: DB = BENCH MARK DISK
 KU0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0070_STAMPING: D 336 1950
 KU0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0070+STABILITY: SURFACE MOTION
 KU0070
 KU0070  HISTORY     - Date     Condition        Report By
 KU0070  HISTORY     - 1950     MONUMENTED       CGS
 KU0070  HISTORY     - 1956     GOOD             NGS
 KU0070  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KU0070  HISTORY     - 20010405 GOOD             USPSQD
 KU0070  HISTORY     - 20040405 GOOD             USPSQD
 KU0070
 KU0070                          STATION DESCRIPTION
 KU0070
 KU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0070'5.6 MI NE FROM SOUTHAMPTON.
 KU0070'5.65 MILES NORTHEAST ALONG THE NORTH SEA HARBOR ROAD FROM THE
 KU0070'TOWN HALL AT SOUTHAMPTON, AT A ROAD CROSSING, 30 FEET NORTHWEST
 KU0070'OF THE CENTER LINE OF THE NORTH SEA ROAD, 22 FEET NORTHEAST
 KU0070'OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 2 1/2 FEET
 KU0070'NORTHEAST OF POWER LINE POLE NO. 107, 2 1/2 FEET SOUTHWEST OF
 KU0070'A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KU0070'THE GROUND.
 KU0070
 KU0070                          STATION RECOVERY (2001)
 KU0070
 KU0070'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU0070'MARK NOT FOUND.
 KU0070
 KU0070                          STATION RECOVERY (2001)
 KU0070
 KU0070'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU0070'RECOVERED IN GOOD CONDITION.
 KU0070
 KU0070                          STATION RECOVERY (2004)
 KU0070
 KU0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0285 ***********************************************************************
 LX0285  DESIGNATION -  D 337
 LX0285  PID         -  LX0285
 LX0285  STATE/COUNTY-  NY/SUFFOLK
 LX0285  USGS QUAD   -  GREENPORT (1956)
 LX0285
 LX0285                         *CURRENT SURVEY CONTROL
 LX0285  ___________________________________________________________________
 LX0285* NAD 83(1986)-  41 03 32.     (N)    072 19 33.     (W)     SCALED    
 LX0285* NAVD 88     -         5.690  (meters)      18.67   (feet)  ADJUSTED  
 LX0285  ___________________________________________________________________
 LX0285  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LX0285  DYNAMIC HT  -           5.688 (meters)      18.66  (feet)  COMP
 LX0285  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 LX0285
 LX0285  VERT ORDER  -  SECOND    CLASS 0
 LX0285
 LX0285.The horizontal coordinates were scaled from a topographic map and have
 LX0285.an estimated accuracy of +/- 6 seconds.
 LX0285
 LX0285.The orthometric height was determined by differential leveling
 LX0285.and adjusted by the National Geodetic Survey in June 1991..
 LX0285
 LX0285.The geoid height was determined by GEOID03.
 LX0285
 LX0285.The dynamic height is computed by dividing the NAVD 88
 LX0285.geopotential number by the normal gravity value computed on the
 LX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0285.degrees latitude (g = 980.6199 gals.).
 LX0285
 LX0285.The modeled gravity was interpolated from observed gravity values.
 LX0285
 LX0285;                    North         East    Units  Estimated Accuracy
 LX0285;SPC NY L     -   100,420.      440,720.      MT  (+/- 180 meters Scaled)
 LX0285
 LX0285                          SUPERSEDED SURVEY CONTROL
 LX0285
 LX0285  NGVD 29 (??/??/92)    5.975  (m)           19.60   (f) ADJ UNCH    2 0
 LX0285
 LX0285.Superseded values are not recommended for survey control.
 LX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0285.See file dsdata.txt to determine how the superseded data were derived.
 LX0285
 LX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL247487(NAD 83)
 LX0285_MARKER: DB = BENCH MARK DISK
 LX0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0285_STAMPING: D 337 1950
 LX0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0285+STABILITY: SURFACE MOTION
 LX0285
 LX0285  HISTORY     - Date     Condition        Report By
 LX0285  HISTORY     - 1950     MONUMENTED       CGS
 LX0285
 LX0285                          STATION DESCRIPTION
 LX0285
 LX0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 LX0285'1.2 MI SE FROM SHELTER ISLAND.
 LX0285'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 114 FROM THE SHELTER
 LX0285'ISLAND TOWN HALL, ON THE WEST SIDE OF THE ROAD AT A POINT WHERE
 LX0285'THE ROAD MAKES A SLIGHT CURVE, 25.6 FEET WEST OF THE CENTER LINE
 LX0285'OF THE ROAD, 6.3 FEET SOUTH OF TELEPHONE POLE NYT 141, 2.0 FEET
 LX0285'NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET ABOVE
 LX0285'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 LX0285'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0886 ***********************************************************************
 KU0886  DESIGNATION -  D 338
 KU0886  PID         -  KU0886
 KU0886  STATE/COUNTY-  NY/NEW YORK
 KU0886  USGS QUAD   -  CENTRAL PARK (1979)
 KU0886
 KU0886                         *CURRENT SURVEY CONTROL
 KU0886  ___________________________________________________________________
 KU0886* NAD 83(1986)-  40 48 53.     (N)    073 57 49.     (W)     SCALED    
 KU0886* NAVD 88     -         6.667  (meters)      21.87   (feet)  ADJUSTED  
 KU0886  ___________________________________________________________________
 KU0886  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU0886  DYNAMIC HT  -           6.665 (meters)      21.87  (feet)  COMP
 KU0886  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 KU0886
 KU0886  VERT ORDER  -  FIRST     CLASS I
 KU0886
 KU0886.The horizontal coordinates were scaled from a topographic map and have
 KU0886.an estimated accuracy of +/- 6 seconds.
 KU0886
 KU0886.The orthometric height was determined by differential leveling
 KU0886.and adjusted by the National Geodetic Survey in June 1991..
 KU0886
 KU0886.The geoid height was determined by GEOID03.
 KU0886
 KU0886.The dynamic height is computed by dividing the NAVD 88
 KU0886.geopotential number by the normal gravity value computed on the
 KU0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0886.degrees latitude (g = 980.6199 gals.).
 KU0886
 KU0886.The modeled gravity was interpolated from observed gravity values.
 KU0886
 KU0886;                    North         East    Units  Estimated Accuracy
 KU0886;SPC NY E     -   220,110.      195,250.      MT  (+/- 180 meters Scaled)
 KU0886
 KU0886                          SUPERSEDED SURVEY CONTROL
 KU0886
 KU0886  NGVD 29 (??/??/92)    6.99   (m)           22.9    (f) COMPUTED    1 1
 KU0886
 KU0886.Superseded values are not recommended for survey control.
 KU0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0886.See file dsdata.txt to determine how the superseded data were derived.
 KU0886
 KU0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL874187(NAD 83)
 KU0886_MARKER: DB = BENCH MARK DISK
 KU0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0886_SP_SET: RETAINING WALL
 KU0886_STAMPING: D 338 1952
 KU0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0886+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 KU0886
 KU0886  HISTORY     - Date     Condition        Report By
 KU0886  HISTORY     - 1952     MONUMENTED       CGS
 KU0886  HISTORY     - 1965     GOOD             NGS
 KU0886  HISTORY     - 20060221 GOOD             GEOCAC
 KU0886
 KU0886                          STATION DESCRIPTION
 KU0886
 KU0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0886'AT NEW YORK.
 KU0886'AT NEW YORK, IN BOROUGH OF MANHATTAN, NEAR THE EXTENSION OF
 KU0886'WEST 124TH STREET, ABOUT 0.15 MILE NORTH OF GRANTS TOMB, ALONG
 KU0886'THE NEW YORK CENTRAL RAILROAD, 61 YARDS NORTH OF NORTH END OF
 KU0886'A TUNNEL OF RAILROAD, 18 FEET EAST OF EAST RAIL OF EAST TRACK,
 KU0886'SET VERTICALLY IN THE WEST FACE OF TALLER CONCRETE RETAINING
 KU0886'WALL AT APPROACH TO TUNNEL, 1.7 FEET SOUTH OF NORTH END OF
 KU0886'TALL PART OF RETAINING WALL AND ABOUT 1 1/2 FEET ABOVE LEVEL
 KU0886'OF TRACK.
 KU0886
 KU0886                          STATION RECOVERY (1965)
 KU0886
 KU0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0886'RECOVERED IN GOOD CONDITION.
 KU0886
 KU0886                          STATION RECOVERY (2006)
 KU0886
 KU0886'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0886'FOUND AS DESCRIBED IN GOOD CONDITION.
 KU0886' 
 KU0886'THERE IS A CHAIN LINK FENCE WHICH EXTENDS TO THE NORTH OF THE STATION
 KU0886'AND OVERLAPS THE RETAINING WALL BY ABOUT A FOOT.  A LARGE AMOUNT OF
 KU0886'TRASH HAD ACCUMULATED IN THE SPACE BETWEEN THE FENCE AND THE RETAINING
 KU0886'WALL, HIDING THE MARK.  AFTER CLEARING THE TRASH AWAY, THE MARK WAS
 KU0886'EASILY RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0970 ***********************************************************************
 OE0970  DESIGNATION -  D 34
 OE0970  PID         -  OE0970
 OE0970  STATE/COUNTY-  NY/MADISON
 OE0970  USGS QUAD   -  ONEIDA (1993)
 OE0970
 OE0970                         *CURRENT SURVEY CONTROL
 OE0970  ___________________________________________________________________
 OE0970* NAD 83(1986)-  43 05 39.     (N)    075 39 13.     (W)     SCALED    
 OE0970* NAVD 88     -       133.857  (meters)     439.16   (feet)  ADJUSTED  
 OE0970  ___________________________________________________________________
 OE0970  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 OE0970  DYNAMIC HT  -         133.823 (meters)     439.05  (feet)  COMP
 OE0970  MODELED GRAV-     980,367.3   (mgal)                       NAVD 88
 OE0970
 OE0970  VERT ORDER  -  FIRST     CLASS II
 OE0970
 OE0970.The horizontal coordinates were scaled from a topographic map and have
 OE0970.an estimated accuracy of +/- 6 seconds.
 OE0970
 OE0970.The orthometric height was determined by differential leveling
 OE0970.and adjusted by the National Geodetic Survey in June 1991..
 OE0970
 OE0970.The geoid height was determined by GEOID03.
 OE0970
 OE0970.The dynamic height is computed by dividing the NAVD 88
 OE0970.geopotential number by the normal gravity value computed on the
 OE0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0970.degrees latitude (g = 980.6199 gals.).
 OE0970
 OE0970.The modeled gravity was interpolated from observed gravity values.
 OE0970
 OE0970;                    North         East    Units  Estimated Accuracy
 OE0970;SPC NY C     -   344,050.      325,690.      MT  (+/- 180 meters Scaled)
 OE0970
 OE0970                          SUPERSEDED SURVEY CONTROL
 OE0970
 OE0970  NGVD 29 (??/??/92)  134.031  (m)          439.73   (f) ADJ UNCH    1 2
 OE0970
 OE0970.Superseded values are not recommended for survey control.
 OE0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0970.See file dsdata.txt to determine how the superseded data were derived.
 OE0970
 OE0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN468714(NAD 83)
 OE0970_MARKER: DB = BENCH MARK DISK
 OE0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0970_SP_SET: WINDOW SILL
 OE0970_STAMPING: D 34 1931
 OE0970_MARK LOGO: CGS   
 OE0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0970
 OE0970  HISTORY     - Date     Condition        Report By
 OE0970  HISTORY     - UNK      MONUMENTED       CGS
 OE0970  HISTORY     - 1931     GOOD             NGS
 OE0970  HISTORY     - 1958     GOOD             NGS
 OE0970  HISTORY     - 19950201 GOOD             LOCENG
 OE0970
 OE0970                          STATION DESCRIPTION
 OE0970
 OE0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0970'IN ONEIDA.
 OE0970'AT MAIN STREET ENTRANCE OF MADISON COUNTY TRUST AND DEPOSIT CO BANK
 OE0970'BUILDING.  6 FEET NORTH OF ENTRANCE IN MIDDLE OF STONE WINDOW SILL.
 OE0970
 OE0970                          STATION RECOVERY (1958)
 OE0970
 OE0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OE0970'RECOVERED IN GOOD CONDITION.
 OE0970
 OE0970                          STATION RECOVERY (1995)
 OE0970
 OE0970'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (LH)
 OE0970'RECOVERED AS DESCRIBED.  NOTE--DISK IS NOW COVERED WITH A METAL SASH.
 OE0970'(NEW WINDOWS) BUILDING IS NOW CHASE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0996 ***********************************************************************
 KU0996  DESIGNATION -  D 340
 KU0996  PID         -  KU0996
 KU0996  STATE/COUNTY-  NY/BRONX
 KU0996  USGS QUAD   -  FLUSHING (1979)
 KU0996
 KU0996                         *CURRENT SURVEY CONTROL
 KU0996  ___________________________________________________________________
 KU0996* NAD 83(1986)-  40 49 23.     (N)    073 49 04.     (W)     SCALED    
 KU0996* NAVD 88     -         9.877  (meters)      32.40   (feet)  ADJUSTED  
 KU0996  ___________________________________________________________________
 KU0996  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU0996  DYNAMIC HT  -           9.874 (meters)      32.39  (feet)  COMP
 KU0996  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 KU0996
 KU0996  VERT ORDER  -  FIRST     CLASS II
 KU0996
 KU0996.The horizontal coordinates were scaled from a topographic map and have
 KU0996.an estimated accuracy of +/- 6 seconds.
 KU0996
 KU0996.The orthometric height was determined by differential leveling
 KU0996.and adjusted by the National Geodetic Survey in June 1991..
 KU0996
 KU0996.The geoid height was determined by GEOID03.
 KU0996
 KU0996.The dynamic height is computed by dividing the NAVD 88
 KU0996.geopotential number by the normal gravity value computed on the
 KU0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0996.degrees latitude (g = 980.6199 gals.).
 KU0996
 KU0996.The modeled gravity was interpolated from observed gravity values.
 KU0996
 KU0996;                    North         East    Units  Estimated Accuracy
 KU0996;SPC NY E     -   221,120.      207,550.      MT  (+/- 180 meters Scaled)
 KU0996
 KU0996                          SUPERSEDED SURVEY CONTROL
 KU0996
 KU0996.No superseded survey control is available for this station.
 KU0996
 KU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL996197(NAD 83)
 KU0996_MARKER: DB = BENCH MARK DISK
 KU0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0996_SP_SET: RETAINING WALL
 KU0996_STAMPING: D 340 1952
 KU0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0996
 KU0996  HISTORY     - Date     Condition        Report By
 KU0996  HISTORY     - 1952     MONUMENTED       CGS
 KU0996  HISTORY     - 1983     GOOD             NY-005
 KU0996  HISTORY     - 1987     GOOD             USPSQD
 KU0996  HISTORY     - 20060426 MARK NOT FOUND   GEOCAC
 KU0996
 KU0996                          STATION DESCRIPTION
 KU0996
 KU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0996'AT NEW YORK.
 KU0996'AT NEW YORK, IN BOROUGH OF BRONX, AT INTERSECTION OF LOGAN AND
 KU0996'DEWEY AVENUES, ABOUT 2 BLOCKS NORTH OF EAST 177TH STREET, 217
 KU0996'FEET NORTH OF NORTH CURB OF EAST FACE OF CONCRETE RETAINING
 KU0996'WALL OF PLAYGROUND OF PUBLIC SCHOOL NO. 72, 42 FEET NORTH OF
 KU0996'NORTHEAST CORNER OF SCHOOL BUILDING, 7.9 FEET NORTH OF NORTH EDGE
 KU0996'OF ENTRANCE TO PLAYGROUND AND ABOUT 2 FEET ABOVE SIDE WALK.
 KU0996
 KU0996                          STATION RECOVERY (1983)
 KU0996
 KU0996'RECOVERY NOTE BY BOROUGH OF BRONX NEW YORK 1983
 KU0996'RECOVERED IN GOOD CONDITION.
 KU0996
 KU0996                          STATION RECOVERY (1987)
 KU0996
 KU0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 KU0996'RECOVERED IN GOOD CONDITION.
 KU0996
 KU0996                          STATION RECOVERY (2006)
 KU0996
 KU0996'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0996'AN EXTENSION TO THE SCHOOL BUILDING HAS BEEN BUILT WHERE THE RETAINING
 KU0996'WALL FOR THE PLAYGROUND WAS LOCATED.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1122 ***********************************************************************
 KU1122  DESIGNATION -  D 341
 KU1122  PID         -  KU1122
 KU1122  STATE/COUNTY-  NY/QUEENS
 KU1122  USGS QUAD   -  FLUSHING (1979)
 KU1122
 KU1122                         *CURRENT SURVEY CONTROL
 KU1122  ___________________________________________________________________
 KU1122* NAD 83(1986)-  40 47 04.     (N)    073 46 25.     (W)     SCALED    
 KU1122* NAVD 88     -         3.866  (meters)      12.68   (feet)  ADJUSTED  
 KU1122  ___________________________________________________________________
 KU1122  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU1122  DYNAMIC HT  -           3.865 (meters)      12.68  (feet)  COMP
 KU1122  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 KU1122
 KU1122  VERT ORDER  -  FIRST     CLASS II
 KU1122
 KU1122.The horizontal coordinates were scaled from a topographic map and have
 KU1122.an estimated accuracy of +/- 6 seconds.
 KU1122
 KU1122.The orthometric height was determined by differential leveling
 KU1122.and adjusted by the National Geodetic Survey in June 1991..
 KU1122
 KU1122.The geoid height was determined by GEOID03.
 KU1122
 KU1122.The dynamic height is computed by dividing the NAVD 88
 KU1122.geopotential number by the normal gravity value computed on the
 KU1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1122.degrees latitude (g = 980.6199 gals.).
 KU1122
 KU1122.The modeled gravity was interpolated from observed gravity values.
 KU1122
 KU1122;                    North         East    Units  Estimated Accuracy
 KU1122;SPC NY L     -    68,630.      319,110.      MT  (+/- 180 meters Scaled)
 KU1122
 KU1122                          SUPERSEDED SURVEY CONTROL
 KU1122
 KU1122  NGVD 29 (??/??/92)    4.196  (m)           13.77   (f) ADJ UNCH    1 2
 KU1122
 KU1122.Superseded values are not recommended for survey control.
 KU1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1122.See file dsdata.txt to determine how the superseded data were derived.
 KU1122
 KU1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL034155(NAD 83)
 KU1122_MARKER: DB = BENCH MARK DISK
 KU1122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1122_SP_SET: BUILDING
 KU1122_STAMPING: D 341 1952
 KU1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1122+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KU1122
 KU1122  HISTORY     - Date     Condition        Report By
 KU1122  HISTORY     - 1952     MONUMENTED       CGS
 KU1122  HISTORY     - 1989     GOOD             USPSQD
 KU1122  HISTORY     - 1990     POOR             USPSQD
 KU1122  HISTORY     - 19910908 GOOD             USPSQD
 KU1122  HISTORY     - 20060505 GOOD             GEOCAC
 KU1122
 KU1122                          STATION DESCRIPTION
 KU1122
 KU1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1122'AT NEW YORK.
 KU1122'AT NEW YORK, IN BOROUGH OF QUEENS, ABOUT 0.45 MILE NORTHWEST
 KU1122'ALONG CROSS ISLAND PARKWAY FROM BAYSIDE YACHT CLUB, 50 FEET
 KU1122'SOUTHWEST OF SOUTHWEST EDGE OF SOUTHWEST LANE OF PARKWAY, SET
 KU1122'VERTICALLY IN THE NORTHWEST FACE OF A 10 BY 25-FOOT CONCRETE AND
 KU1122'BRICK BUILDING OF A POWER TRANSFORMER STATION, 1 1/2 FEET SOUTHEAST
 KU1122'OF NORTH CORNER OF BUILDING AND ABOUT 4 FEET ABOVE GROUND.
 KU1122
 KU1122                          STATION RECOVERY (1989)
 KU1122
 KU1122'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 KU1122'RECOVERED IN GOOD CONDITION.
 KU1122
 KU1122                          STATION RECOVERY (1990)
 KU1122
 KU1122'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 KU1122'MARK RECOVERED IN POOR CONDITION.
 KU1122
 KU1122                          STATION RECOVERY (1991)
 KU1122
 KU1122'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 KU1122'RECOVERED IN GOOD CONDITION.
 KU1122
 KU1122                          STATION RECOVERY (2006)
 KU1122
 KU1122'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1122'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU1122' 
 KU1122'TO REACH THE MARK, TAKE THE BELL BOULEVARD EXIT FROM THE CROSS ISLAND
 KU1122'PARKWAY AT FORT TOTTEN.  GO SOUTHEAST ON BELL BOULEVARD TO 14TH
 KU1122'AVENUE.  GO LEFT ON 14TH AVENUE AND IMMEDIATELY GO RIGHT ON 217TH
 KU1122'STREET.  GO SOUTHEAST ABOUT .3 MILES ON 217TH STREET AND ENTER THE
 KU1122'PARKWAY AREA ON FOOT JUST BEFORE THE TENNIS COURTS.  GO SOUTHEAST
 KU1122'ABOUT .1 MILES ALONG THE SIDE OF THE PARKWAY TO THE BRICK BUILDING AND
 KU1122'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1259 ***********************************************************************
 KU1259  DESIGNATION -  D 342
 KU1259  PID         -  KU1259
 KU1259  STATE/COUNTY-  NY/KINGS
 KU1259  USGS QUAD   -  CONEY ISLAND (1979)
 KU1259
 KU1259                         *CURRENT SURVEY CONTROL
 KU1259  ___________________________________________________________________
 KU1259* NAD 83(1986)-  40 35 00.     (N)    073 58 58.     (W)     SCALED    
 KU1259* NAVD 88     -         3.638  (meters)      11.94   (feet)  ADJUSTED  
 KU1259  ___________________________________________________________________
 KU1259  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KU1259  DYNAMIC HT  -           3.637 (meters)      11.93  (feet)  COMP
 KU1259  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 KU1259
 KU1259  VERT ORDER  -  FIRST     CLASS II
 KU1259
 KU1259.The horizontal coordinates were scaled from a topographic map and have
 KU1259.an estimated accuracy of +/- 6 seconds.
 KU1259
 KU1259.The orthometric height was determined by differential leveling
 KU1259.and adjusted by the National Geodetic Survey in June 1991..
 KU1259
 KU1259.The geoid height was determined by GEOID03.
 KU1259
 KU1259.The dynamic height is computed by dividing the NAVD 88
 KU1259.geopotential number by the normal gravity value computed on the
 KU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1259.degrees latitude (g = 980.6199 gals.).
 KU1259
 KU1259.The modeled gravity was interpolated from observed gravity values.
 KU1259
 KU1259;                    North         East    Units  Estimated Accuracy
 KU1259;SPC NY L     -    46,270.      301,460.      MT  (+/- 180 meters Scaled)
 KU1259
 KU1259                          SUPERSEDED SURVEY CONTROL
 KU1259
 KU1259  NGVD 29 (??/??/92)    3.979  (m)           13.05   (f) ADJ UNCH    1 2
 KU1259
 KU1259.Superseded values are not recommended for survey control.
 KU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1259.See file dsdata.txt to determine how the superseded data were derived.
 KU1259
 KU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860930(NAD 83)
 KU1259_MARKER: DB = BENCH MARK DISK
 KU1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1259_SP_SET: PIER FOUNDATION
 KU1259_STAMPING: D 342 1952
 KU1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1259
 KU1259  HISTORY     - Date     Condition        Report By
 KU1259  HISTORY     - 1952     MONUMENTED       CGS
 KU1259  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1259  HISTORY     - 20060619 MARK NOT FOUND   GEOCAC
 KU1259
 KU1259                          STATION DESCRIPTION
 KU1259
 KU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1259'AT NEW YORK.
 KU1259'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT THE OVERPASS OF SHORE
 KU1259'PARKWAY OVER STILLWELL AVENUE, IN THE TOP OF CONCRETE FOUNDATION
 KU1259'OF THE NORTH LEG OF THE FIRST PIER WEST OF STILLWELL AVENUE AND
 KU1259'ABOUT 1 FOOT ABOVE STILLWELL AVENUE.
 KU1259
 KU1259                          STATION RECOVERY (1989)
 KU1259
 KU1259'RECOVERY NOTE BY US POWER SQUADRON 1989 (RA)
 KU1259'MARK NOT FOUND.
 KU1259
 KU1259                          STATION RECOVERY (2006)
 KU1259
 KU1259'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1259'NOT RECOVERED, NOT FOUND.
 KU1259' 
 KU1259'THE NORTH LEG OF THE FIRST PIER WEST OF STILLWELL AVENUE ON THE
 KU1259'OVERPASS WAS LOCATED, BUT THE BASE HAS BEEN ENCAPSULATED WITH NEW
 KU1259'CONCRETE TO A HEIGHT OF ABOUT 2 1/2 FEET.  THE MARK IS EITHER COVERED
 KU1259'OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0355 ***********************************************************************
 KV0355  DESIGNATION -  D 343
 KV0355  PID         -  KV0355
 KV0355  STATE/COUNTY-  NY/RICHMOND
 KV0355  USGS QUAD   -  ARTHUR KILL (1981)
 KV0355
 KV0355                         *CURRENT SURVEY CONTROL
 KV0355  ___________________________________________________________________
 KV0355* NAD 83(1986)-  40 30 19.     (N)    074 14 18.     (W)     SCALED    
 KV0355* NAVD 88     -        11.847  (meters)      38.87   (feet)  ADJUSTED  
 KV0355  ___________________________________________________________________
 KV0355  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0355  DYNAMIC HT  -          11.842 (meters)      38.85  (feet)  COMP
 KV0355  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 KV0355
 KV0355  VERT ORDER  -  FIRST     CLASS II
 KV0355
 KV0355.The horizontal coordinates were scaled from a topographic map and have
 KV0355.an estimated accuracy of +/- 6 seconds.
 KV0355
 KV0355.The orthometric height was determined by differential leveling
 KV0355.and adjusted by the National Geodetic Survey in June 1991..
 KV0355
 KV0355.The geoid height was determined by GEOID03.
 KV0355
 KV0355.The dynamic height is computed by dividing the NAVD 88
 KV0355.geopotential number by the normal gravity value computed on the
 KV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0355.degrees latitude (g = 980.6199 gals.).
 KV0355
 KV0355.The modeled gravity was interpolated from observed gravity values.
 KV0355
 KV0355;                    North         East    Units  Estimated Accuracy
 KV0355;SPC NY L     -    37,630.      279,800.      MT  (+/- 180 meters Scaled)
 KV0355
 KV0355                          SUPERSEDED SURVEY CONTROL
 KV0355
 KV0355  NGVD 29 (04/16/92)   12.165  (m)           39.91   (f) ADJUSTED    1 2
 KV0355
 KV0355.Superseded values are not recommended for survey control.
 KV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0355.See file dsdata.txt to determine how the superseded data were derived.
 KV0355
 KV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK645841(NAD 83)
 KV0355_MARKER: DB = BENCH MARK DISK
 KV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0355_STAMPING: D 343 1952
 KV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0355+STABILITY: SURFACE MOTION
 KV0355
 KV0355  HISTORY     - Date     Condition        Report By
 KV0355  HISTORY     - 1952     MONUMENTED       CGS
 KV0355  HISTORY     - 1985     GOOD             USPSQD
 KV0355  HISTORY     - 19950822 GOOD             USPSQD
 KV0355
 KV0355                          STATION DESCRIPTION
 KV0355
 KV0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0355'AT STATEN ISLAND.
 KV0355'ON STATEN ISLAND, AT TOTTENVILLE, AT THE JUNCTION OF HYLAN
 KV0355'BOULEVARD AND SPRAGUE AVENUE, 40 FEET SOUTH OF CENTER LINE OF
 KV0355'HYLAN BOULEVARD, 53 FEET SOUTHWEST OF CENTER OF INTERSECTION, 39
 KV0355'FEET WEST OF CENTER LINE OF SPRAGUE AVENUE, 9 FEET SOUTH OF
 KV0355'SOUTH CURB OF HYLAN BOULEVARD AND SET IN THE TOP OF A CONCRETE
 KV0355'POST ABOUT FLUSH WITH GROUND.
 KV0355
 KV0355                          STATION RECOVERY (1985)
 KV0355
 KV0355'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0355'RECOVERED IN GOOD CONDITION.
 KV0355
 KV0355                          STATION RECOVERY (1995)
 KV0355
 KV0355'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0395 ***********************************************************************
 KV0395  DESIGNATION -  D 344
 KV0395  PID         -  KV0395
 KV0395  STATE/COUNTY-  NY/RICHMOND
 KV0395  USGS QUAD   -  THE NARROWS (1981)
 KV0395
 KV0395                         *CURRENT SURVEY CONTROL
 KV0395  ___________________________________________________________________
 KV0395* NAD 83(1986)-  40 35 58.     (N)    074 03 42.     (W)     SCALED    
 KV0395* NAVD 88     -        31.291  (meters)     102.66   (feet)  ADJUSTED  
 KV0395  ___________________________________________________________________
 KV0395  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0395  DYNAMIC HT  -          31.279 (meters)     102.62  (feet)  COMP
 KV0395  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 KV0395
 KV0395  VERT ORDER  -  FIRST     CLASS II
 KV0395
 KV0395.The horizontal coordinates were scaled from a topographic map and have
 KV0395.an estimated accuracy of +/- 6 seconds.
 KV0395
 KV0395.The orthometric height was determined by differential leveling
 KV0395.and adjusted by the National Geodetic Survey in June 1991..
 KV0395
 KV0395.The geoid height was determined by GEOID03.
 KV0395
 KV0395.The dynamic height is computed by dividing the NAVD 88
 KV0395.geopotential number by the normal gravity value computed on the
 KV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0395.degrees latitude (g = 980.6199 gals.).
 KV0395
 KV0395.The modeled gravity was interpolated from observed gravity values.
 KV0395
 KV0395;                    North         East    Units  Estimated Accuracy
 KV0395;SPC NY L     -    48,060.      294,780.      MT  (+/- 180 meters Scaled)
 KV0395
 KV0395                          SUPERSEDED SURVEY CONTROL
 KV0395
 KV0395  NGVD 29 (04/16/92)   31.628  (m)          103.77   (f) ADJUSTED    1 2
 KV0395
 KV0395.Superseded values are not recommended for survey control.
 KV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0395.See file dsdata.txt to determine how the superseded data were derived.
 KV0395
 KV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793947(NAD 83)
 KV0395_MARKER: DB = BENCH MARK DISK
 KV0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0395_STAMPING: D 344 1952
 KV0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0395+STABILITY: SURFACE MOTION
 KV0395
 KV0395  HISTORY     - Date     Condition        Report By
 KV0395  HISTORY     - 1952     MONUMENTED       CGS
 KV0395  HISTORY     - 1985     GOOD             USPSQD
 KV0395  HISTORY     - 19940901 GOOD             USPSQD
 KV0395  HISTORY     - 19971114 GOOD             USPSQD
 KV0395
 KV0395                          STATION DESCRIPTION
 KV0395
 KV0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0395'AT STATEN ISLAND.
 KV0395'ON STATEN ISLAND, NEAR FORT WADSWORTH, AT THE JUNCTION OF TOMPKINS
 KV0395'AND MC CLEAN AVENUES, 29 FEET SOUTH OF CENTER LINE OF MC CLEAN
 KV0395'AVENUE, 214 FEET WEST OF MC CLEAN AVENUE ENTRANCE TO FORT WADSWORTH,
 KV0395'36 FEET SOUTHEAST OF CENTER OF JUNCTION, 7 FEET SOUTHEAST OF A
 KV0395'TELEPHONE CABLE POLE, 6 1/2 FEET NORTH OF A FENCE LINE, AND SET
 KV0395'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KV0395
 KV0395                          STATION RECOVERY (1985)
 KV0395
 KV0395'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0395'RECOVERED IN GOOD CONDITION.
 KV0395
 KV0395                          STATION RECOVERY (1994)
 KV0395
 KV0395'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0395'RECOVERED IN GOOD CONDITION.
 KV0395
 KV0395                          STATION RECOVERY (1997)
 KV0395
 KV0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0474 ***********************************************************************
 KV0474  DESIGNATION -  D 345
 KV0474  PID         -  KV0474
 KV0474  STATE/COUNTY-  NY/RICHMOND
 KV0474  USGS QUAD   -  ARTHUR KILL (1981)
 KV0474
 KV0474                         *CURRENT SURVEY CONTROL
 KV0474  ___________________________________________________________________
 KV0474* NAD 83(1986)-  40 35 31.     (N)    074 09 15.     (W)     SCALED    
 KV0474* NAVD 88     -        24.009  (meters)      78.77   (feet)  ADJUSTED  
 KV0474  ___________________________________________________________________
 KV0474  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV0474  DYNAMIC HT  -          23.999 (meters)      78.74  (feet)  COMP
 KV0474  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 KV0474
 KV0474  VERT ORDER  -  FIRST     CLASS II
 KV0474
 KV0474.The horizontal coordinates were scaled from a topographic map and have
 KV0474.an estimated accuracy of +/- 6 seconds.
 KV0474
 KV0474.The orthometric height was determined by differential leveling
 KV0474.and adjusted by the National Geodetic Survey in June 1991..
 KV0474
 KV0474.The geoid height was determined by GEOID03.
 KV0474
 KV0474.The dynamic height is computed by dividing the NAVD 88
 KV0474.geopotential number by the normal gravity value computed on the
 KV0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0474.degrees latitude (g = 980.6199 gals.).
 KV0474
 KV0474.The modeled gravity was interpolated from observed gravity values.
 KV0474
 KV0474;                    North         East    Units  Estimated Accuracy
 KV0474;SPC NY L     -    47,240.      286,950.      MT  (+/- 180 meters Scaled)
 KV0474
 KV0474                          SUPERSEDED SURVEY CONTROL
 KV0474
 KV0474  NGVD 29 (04/16/92)   24.338  (m)           79.85   (f) ADJUSTED    1 2
 KV0474
 KV0474.Superseded values are not recommended for survey control.
 KV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0474.See file dsdata.txt to determine how the superseded data were derived.
 KV0474
 KV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK715938(NAD 83)
 KV0474_MARKER: DB = BENCH MARK DISK
 KV0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0474_SP_SET: CULVERT FLOOR
 KV0474_STAMPING: D 345 1952
 KV0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0474
 KV0474  HISTORY     - Date     Condition        Report By
 KV0474  HISTORY     - 1952     MONUMENTED       CGS
 KV0474  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0474  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0474
 KV0474                          STATION DESCRIPTION
 KV0474
 KV0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0474'AT STATEN ISLAND.
 KV0474'ON STATEN ISLAND, AT NEW SPRINGVILLE, ABOUT 0.5 MILE SOUTHEAST
 KV0474'ALONG ROCKLAND AVENUE FROM ITS JUNCTION WITH RICHMOND AVENUE,
 KV0474'IN THE TOP OF THE EAST CORNER OF FLOOR OF A 6-FOOT CONCRETE BOX
 KV0474'CULVERT, 18 FEET NORTHEAST OF CENTER LINE OF ROCKLAND AVENUE,
 KV0474'55 FEET SOUTH OF SOUTH CORNER OF HOUSE 1017 ROCKLAND AVENUE,
 KV0474'1/2 FOOT SOUTHWEST OF SOUTHWEST FACE OF SOUTHEAST END OF CULVERT
 KV0474'HEAD WALL AND LEVEL WITH AVENUE.
 KV0474
 KV0474                          STATION RECOVERY (1985)
 KV0474
 KV0474'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0474'MARK NOT FOUND.
 KV0474
 KV0474                          STATION RECOVERY (1985)
 KV0474
 KV0474'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1070 ***********************************************************************
 KU1070  DESIGNATION -  D 346
 KU1070  PID         -  KU1070
 KU1070  STATE/COUNTY-  NY/QUEENS
 KU1070  USGS QUAD   -  CENTRAL PARK (1979)
 KU1070
 KU1070                         *CURRENT SURVEY CONTROL
 KU1070  ___________________________________________________________________
 KU1070* NAD 83(1986)-  40 46 08.     (N)    073 54 25.     (W)     SCALED    
 KU1070* NAVD 88     -        19.463  (meters)      63.85   (feet)  ADJUSTED  
 KU1070  ___________________________________________________________________
 KU1070  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1070  DYNAMIC HT  -          19.456 (meters)      63.83  (feet)  COMP
 KU1070  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 KU1070
 KU1070  VERT ORDER  -  FIRST     CLASS II
 KU1070
 KU1070.The horizontal coordinates were scaled from a topographic map and have
 KU1070.an estimated accuracy of +/- 6 seconds.
 KU1070
 KU1070.The orthometric height was determined by differential leveling
 KU1070.and adjusted by the National Geodetic Survey in June 1991..
 KU1070
 KU1070.The geoid height was determined by GEOID03.
 KU1070
 KU1070.The dynamic height is computed by dividing the NAVD 88
 KU1070.geopotential number by the normal gravity value computed on the
 KU1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1070.degrees latitude (g = 980.6199 gals.).
 KU1070
 KU1070.The modeled gravity was interpolated from observed gravity values.
 KU1070
 KU1070;                    North         East    Units  Estimated Accuracy
 KU1070;SPC NY L     -    66,880.      307,860.      MT  (+/- 180 meters Scaled)
 KU1070
 KU1070                          SUPERSEDED SURVEY CONTROL
 KU1070
 KU1070  NGVD 29 (??/??/92)   19.791  (m)           64.93   (f) ADJ UNCH    1 2
 KU1070
 KU1070.Superseded values are not recommended for survey control.
 KU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1070.See file dsdata.txt to determine how the superseded data were derived.
 KU1070
 KU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL922136(NAD 83)
 KU1070_MARKER: DB = BENCH MARK DISK
 KU1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1070_SP_SET: CONC BLOCK
 KU1070_STAMPING: D 346 1952
 KU1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1070+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KU1070
 KU1070  HISTORY     - Date     Condition        Report By
 KU1070  HISTORY     - 1952     MONUMENTED       CGS
 KU1070  HISTORY     - 1955     GOOD             NGS
 KU1070  HISTORY     - 20060405 GOOD             GEOCAC
 KU1070
 KU1070                          STATION DESCRIPTION
 KU1070
 KU1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1070'AT NEW YORK.
 KU1070'AT NEW YORK, IN BOROUGH OF QUEENS, AT STEINWAY, AT OVERPASS
 KU1070'OVER GRAND CENTRAL PARKWAY ON WHICH SOUND STREET AND 43RD STREET
 KU1070'FROM THE NORTHEAST AND 44TH STREET FROM THE SOUTHWEST CONVERGE
 KU1070'(THE FIRST OVERPASS OVER GRAND CENTRAL PARKWAY EAST OF NEW
 KU1070'YORK, NEW HAVEN AND HARTFORD RAILROAD OVERPASS), SET VERTICALLY
 KU1070'IN THE NORTHEAST FACE OF ROUNDED CONCRETE BLOCK AT NORTH CORNER
 KU1070'OF BRIDGE, 10 FEET NORTHWEST OF NORTHWEST CURB OF BRIDGE, 21
 KU1070'FEET SOUTHWEST OF SOUTHWEST CURB OF ASTORIA BOULEVARD NORTH
 KU1070'AND 1.8 FEET ABOVE BRIDGE SIDE WALK.
 KU1070
 KU1070                          STATION RECOVERY (1955)
 KU1070
 KU1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KU1070'RECOVERED IN GOOD CONDITION.
 KU1070
 KU1070                          STATION RECOVERY (2006)
 KU1070
 KU1070'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1070'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1264 ***********************************************************************
 KU1264  DESIGNATION -  D 347
 KU1264  PID         -  KU1264
 KU1264  STATE/COUNTY-  NY/KINGS
 KU1264  USGS QUAD   -  CONEY ISLAND (1979)
 KU1264
 KU1264                         *CURRENT SURVEY CONTROL
 KU1264  ___________________________________________________________________
 KU1264* NAD 83(1986)-  40 34 47.     (N)    073 58 38.     (W)     SCALED    
 KU1264* NAVD 88     -         3.296  (meters)      10.81   (feet)  ADJUSTED  
 KU1264  ___________________________________________________________________
 KU1264  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KU1264  DYNAMIC HT  -           3.295 (meters)      10.81  (feet)  COMP
 KU1264  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KU1264
 KU1264  VERT ORDER  -  FIRST     CLASS II
 KU1264
 KU1264.The horizontal coordinates were scaled from a topographic map and have
 KU1264.an estimated accuracy of +/- 6 seconds.
 KU1264
 KU1264.The orthometric height was determined by differential leveling
 KU1264.and adjusted by the National Geodetic Survey in June 1991..
 KU1264
 KU1264.The geoid height was determined by GEOID03.
 KU1264
 KU1264.The dynamic height is computed by dividing the NAVD 88
 KU1264.geopotential number by the normal gravity value computed on the
 KU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1264.degrees latitude (g = 980.6199 gals.).
 KU1264
 KU1264.The modeled gravity was interpolated from observed gravity values.
 KU1264
 KU1264;                    North         East    Units  Estimated Accuracy
 KU1264;SPC NY L     -    45,870.      301,930.      MT  (+/- 180 meters Scaled)
 KU1264
 KU1264                          SUPERSEDED SURVEY CONTROL
 KU1264
 KU1264  NGVD 29 (??/??/92)    3.636  (m)           11.93   (f) ADJ UNCH    1 2
 KU1264
 KU1264.Superseded values are not recommended for survey control.
 KU1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1264.See file dsdata.txt to determine how the superseded data were derived.
 KU1264
 KU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK865926(NAD 83)
 KU1264_MARKER: DB = BENCH MARK DISK
 KU1264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1264_SP_SET: BUILDING
 KU1264_STAMPING: D 347 1952
 KU1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1264+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KU1264
 KU1264  HISTORY     - Date     Condition        Report By
 KU1264  HISTORY     - 1952     MONUMENTED       CGS
 KU1264  HISTORY     - 1989     GOOD             USPSQD
 KU1264  HISTORY     - 20060512 GOOD             GEOCAC
 KU1264
 KU1264                          STATION DESCRIPTION
 KU1264
 KU1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1264'AT NEW YORK.
 KU1264'AT NEW YORK, IN BOROUGH OF BROOKLYN, NEAR JUNCTION OF NEPTUNE
 KU1264'AVENUE AND SHEEPSHEAD AVENUE, SET VERTICALLY IN SOUTH FACE OF
 KU1264'BROOKLYN BOROUGH GAS COMPANY BUILDING, 0.6 FOOT EAST OF SOUTHWEST
 KU1264'CORNER OF BUILDING AND 4 FEET ABOVE SIDE WALK.
 KU1264
 KU1264                          STATION RECOVERY (1989)
 KU1264
 KU1264'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 KU1264'RECOVERED IN GOOD CONDITION.
 KU1264
 KU1264                          STATION RECOVERY (2006)
 KU1264
 KU1264'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1264'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KU1264' 
 KU1264'THE OLD BROOKLYN UNION GAS COMPANY BUILDING APPEARS UNUSED AND
 KU1264'POSSIBLY  ABANDONED, ALTHOUGH THERE ARE SOME CARS IN THE (GATED)
 KU1264'PARKING LOT. THE MARK WAS BEHIND A FENCE, BUT ACCESS SHOULD BE
 KU1264'POSSIBLE BY CONTACTING THE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1046 ***********************************************************************
 KU1046  DESIGNATION -  D 348
 KU1046  PID         -  KU1046
 KU1046  STATE/COUNTY-  NY/KINGS
 KU1046  USGS QUAD   -  BROOKLYN (1979)
 KU1046
 KU1046                         *CURRENT SURVEY CONTROL
 KU1046  ___________________________________________________________________
 KU1046* NAD 83(1986)-  40 43 47.     (N)    073 57 29.     (W)     SCALED    
 KU1046* NAVD 88     -         5.904  (meters)      19.37   (feet)  ADJUSTED  
 KU1046  ___________________________________________________________________
 KU1046  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU1046  DYNAMIC HT  -           5.901 (meters)      19.36  (feet)  COMP
 KU1046  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 KU1046
 KU1046  VERT ORDER  -  FIRST     CLASS II
 KU1046
 KU1046.The horizontal coordinates were scaled from a topographic map and have
 KU1046.an estimated accuracy of +/- 6 seconds.
 KU1046
 KU1046.The orthometric height was determined by differential leveling
 KU1046.and adjusted by the National Geodetic Survey in June 1991..
 KU1046
 KU1046.The geoid height was determined by GEOID03.
 KU1046
 KU1046.The dynamic height is computed by dividing the NAVD 88
 KU1046.geopotential number by the normal gravity value computed on the
 KU1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1046.degrees latitude (g = 980.6199 gals.).
 KU1046
 KU1046.The modeled gravity was interpolated from observed gravity values.
 KU1046
 KU1046;                    North         East    Units  Estimated Accuracy
 KU1046;SPC NY L     -    62,530.      303,540.      MT  (+/- 180 meters Scaled)
 KU1046
 KU1046                          SUPERSEDED SURVEY CONTROL
 KU1046
 KU1046  NGVD 29 (??/??/92)    6.239  (m)           20.47   (f) ADJ UNCH    1 2
 KU1046
 KU1046.Superseded values are not recommended for survey control.
 KU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1046.See file dsdata.txt to determine how the superseded data were derived.
 KU1046
 KU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL879092(NAD 83)
 KU1046_MARKER: DB = BENCH MARK DISK
 KU1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1046_SP_SET: BUILDING
 KU1046_STAMPING: D 348 1952
 KU1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1046+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 KU1046
 KU1046  HISTORY     - Date     Condition        Report By
 KU1046  HISTORY     - 1952     MONUMENTED       CGS
 KU1046  HISTORY     - 1989     GOOD             USPSQD
 KU1046  HISTORY     - 20051227 GOOD             GEOCAC
 KU1046
 KU1046                          STATION DESCRIPTION
 KU1046
 KU1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1046'AT NEW YORK.
 KU1046'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT INTERSECTION OF
 KU1046'GREENPOINT AVENUE AND FRANKLIN STREET, 18 FEET NORTH OF NORTH
 KU1046'CURB OF GREENPOINT AVENUE, 92 1/2 FEET WEST OF WEST CURB OF
 KU1046'FRANKLIN STREET, SET VERTICALLY IN THE SOUTH FACE AT SOUTHEAST
 KU1046'CORNER OF EBERHARD FABER PENCIL COMPANY BUILDING (6-STORY
 KU1046'BUILDING) 2 FEET WEST OF SOUTHEAST CORNER OF BUILDING AND 2 FEET
 KU1046'ABOVE SIDE WALK.
 KU1046
 KU1046                          STATION RECOVERY (1989)
 KU1046
 KU1046'RECOVERY NOTE BY US POWER SQUADRON 1989 (PP)
 KU1046'RECOVERED IN GOOD CONDITION.
 KU1046
 KU1046                          STATION RECOVERY (2005)
 KU1046
 KU1046'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1046'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1206 ***********************************************************************
 KU1206  DESIGNATION -  D 349
 KU1206  PID         -  KU1206
 KU1206  STATE/COUNTY-  NY/QUEENS
 KU1206  USGS QUAD   -  JAMAICA (1979)
 KU1206
 KU1206                         *CURRENT SURVEY CONTROL
 KU1206  ___________________________________________________________________
 KU1206* NAD 83(1986)-  40 40 01.     (N)    073 46 01.     (W)     SCALED    
 KU1206* NAVD 88     -         3.895  (meters)      12.78   (feet)  ADJUSTED  
 KU1206  ___________________________________________________________________
 KU1206  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KU1206  DYNAMIC HT  -           3.894 (meters)      12.78  (feet)  COMP
 KU1206  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 KU1206
 KU1206  VERT ORDER  -  FIRST     CLASS II
 KU1206
 KU1206.The horizontal coordinates were scaled from a topographic map and have
 KU1206.an estimated accuracy of +/- 6 seconds.
 KU1206
 KU1206.The orthometric height was determined by differential leveling
 KU1206.and adjusted by the National Geodetic Survey in June 1991..
 KU1206
 KU1206.The geoid height was determined by GEOID03.
 KU1206
 KU1206.The dynamic height is computed by dividing the NAVD 88
 KU1206.geopotential number by the normal gravity value computed on the
 KU1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1206.degrees latitude (g = 980.6199 gals.).
 KU1206
 KU1206.The modeled gravity was interpolated from observed gravity values.
 KU1206
 KU1206;                    North         East    Units  Estimated Accuracy
 KU1206;SPC NY L     -    55,580.      319,710.      MT  (+/- 180 meters Scaled)
 KU1206
 KU1206                          SUPERSEDED SURVEY CONTROL
 KU1206
 KU1206  NGVD 29 (??/??/92)    4.232  (m)           13.88   (f) ADJ UNCH    1 2
 KU1206
 KU1206.Superseded values are not recommended for survey control.
 KU1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1206.See file dsdata.txt to determine how the superseded data were derived.
 KU1206
 KU1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL042025(NAD 83)
 KU1206_MARKER: DB = BENCH MARK DISK
 KU1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1206_SP_SET: ABUTMENT
 KU1206_STAMPING: D 349 1952
 KU1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1206
 KU1206  HISTORY     - Date     Condition        Report By
 KU1206  HISTORY     - 1952     MONUMENTED       CGS
 KU1206
 KU1206                          STATION DESCRIPTION
 KU1206
 KU1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1206'AT NEW YORK.
 KU1206'AT NEW YORK, IN BOROUGH OF QUEENS, AT OVERPASS OF FARMERS BOULEVARD
 KU1206'OVER SOUTHERN PARKWAY, SET VERTICALLY IN THE SOUTH FACE OF NORTH
 KU1206'ABUTMENT OF OVERPASS, 6 1/2 FEET NORTH OF NORTH CURB OF NORTH
 KU1206'LANE OF SOUTHERN PARKWAY, 7 FEET WEST OF EAST END OF OVERPASS
 KU1206'AND ABOUT 3 FEET ABOVE LEVEL OF SOUTHERN PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0662 ***********************************************************************
 OF0662  DESIGNATION -  D 35
 OF0662  PID         -  OF0662
 OF0662  STATE/COUNTY-  NY/CAYUGA
 OF0662  USGS QUAD   -  WEEDSPORT (1978)
 OF0662
 OF0662                         *CURRENT SURVEY CONTROL
 OF0662  ___________________________________________________________________
 OF0662* NAD 83(1986)-  43 03 27.     (N)    076 33 15.     (W)     SCALED    
 OF0662* NAVD 88     -       127.444  (meters)     418.12   (feet)  ADJUSTED  
 OF0662  ___________________________________________________________________
 OF0662  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OF0662  DYNAMIC HT  -         127.413 (meters)     418.02  (feet)  COMP
 OF0662  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 OF0662
 OF0662  VERT ORDER  -  FIRST     CLASS II
 OF0662
 OF0662.The horizontal coordinates were scaled from a topographic map and have
 OF0662.an estimated accuracy of +/- 6 seconds.
 OF0662
 OF0662.The orthometric height was determined by differential leveling
 OF0662.and adjusted by the National Geodetic Survey in June 1991..
 OF0662
 OF0662.The geoid height was determined by GEOID03.
 OF0662
 OF0662.The dynamic height is computed by dividing the NAVD 88
 OF0662.geopotential number by the normal gravity value computed on the
 OF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0662.degrees latitude (g = 980.6199 gals.).
 OF0662
 OF0662.The modeled gravity was interpolated from observed gravity values.
 OF0662
 OF0662;                    North         East    Units  Estimated Accuracy
 OF0662;SPC NY C     -   339,560.      252,380.      MT  (+/- 180 meters Scaled)
 OF0662
 OF0662                          SUPERSEDED SURVEY CONTROL
 OF0662
 OF0662  NGVD 29 (??/??/92)  127.628  (m)          418.73   (f) ADJ UNCH    1 2
 OF0662
 OF0662.Superseded values are not recommended for survey control.
 OF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0662.See file dsdata.txt to determine how the superseded data were derived.
 OF0662
 OF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN734683(NAD 83)
 OF0662_MARKER: DB = BENCH MARK DISK
 OF0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0662_SP_SET: BRIDGE
 OF0662_MARK LOGO: CGS   
 OF0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0662
 OF0662  HISTORY     - Date     Condition        Report By
 OF0662  HISTORY     - UNK      MONUMENTED       CGS
 OF0662  HISTORY     - 1931     GOOD             NGS
 OF0662  HISTORY     - 1982     GOOD             NGS
 OF0662  HISTORY     - 1987     GOOD             USPSQD
 OF0662  HISTORY     - 1990     GOOD             USPSQD
 OF0662
 OF0662                          STATION DESCRIPTION
 OF0662
 OF0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OF0662'AT WEEDSPORT.
 OF0662'ON LEHIGH VALLEY RAILROAD BRIDGE OVER SMALL CREEK ABOUT 300 YARDS
 OF0662'SOUTH OF CROSSING OF LEHIGH VALLEY AND NEW YORK CENTRAL RAILROADS.T
 OF0662'ABOUT 50 YARDS NORTH OF SMALL LEHIGH VALLEY RAILROAD WATER TANKEN).
 OF0662'(WOODEN). ON WEST END OF NORTH ABUTMENT AND 4TH STEP DOWN.
 OF0662
 OF0662                          STATION RECOVERY (1982)
 OF0662
 OF0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0662'RECOVERED IN GOOD CONDITION.
 OF0662
 OF0662                          STATION RECOVERY (1987)
 OF0662
 OF0662'RECOVERY NOTE BY US POWER SQUADRON 1987 (ESR)
 OF0662'RECOVERED IN GOOD CONDITION.
 OF0662
 OF0662                          STATION RECOVERY (1990)
 OF0662
 OF0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1348 ***********************************************************************
 KU1348  DESIGNATION -  D 350
 KU1348  PID         -  KU1348
 KU1348  STATE/COUNTY-  NY/QUEENS
 KU1348  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1348
 KU1348                         *CURRENT SURVEY CONTROL
 KU1348  ___________________________________________________________________
 KU1348* NAD 83(1986)-  40 36 14.     (N)    073 45 21.     (W)     SCALED    
 KU1348* NAVD 88     -         6.628  (meters)      21.75   (feet)  ADJUSTED  
 KU1348  ___________________________________________________________________
 KU1348  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU1348  DYNAMIC HT  -           6.625 (meters)      21.74  (feet)  COMP
 KU1348  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 KU1348
 KU1348  VERT ORDER  -  FIRST     CLASS II
 KU1348
 KU1348.The horizontal coordinates were scaled from a topographic map and have
 KU1348.an estimated accuracy of +/- 6 seconds.
 KU1348
 KU1348.The orthometric height was determined by differential leveling
 KU1348.and adjusted by the National Geodetic Survey in June 1991..
 KU1348
 KU1348.The geoid height was determined by GEOID03.
 KU1348
 KU1348.The dynamic height is computed by dividing the NAVD 88
 KU1348.geopotential number by the normal gravity value computed on the
 KU1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1348.degrees latitude (g = 980.6199 gals.).
 KU1348
 KU1348.The modeled gravity was interpolated from observed gravity values.
 KU1348
 KU1348;                    North         East    Units  Estimated Accuracy
 KU1348;SPC NY L     -    48,580.      320,670.      MT  (+/- 180 meters Scaled)
 KU1348
 KU1348                          SUPERSEDED SURVEY CONTROL
 KU1348
 KU1348  NGVD 29 (??/??/92)    6.964  (m)           22.85   (f) ADJ UNCH    1 2
 KU1348
 KU1348.Superseded values are not recommended for survey control.
 KU1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1348.See file dsdata.txt to determine how the superseded data were derived.
 KU1348
 KU1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK052955(NAD 83)
 KU1348_MARKER: DB = BENCH MARK DISK
 KU1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1348_SP_SET: PIER
 KU1348_STAMPING: D 350 1952
 KU1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1348
 KU1348  HISTORY     - Date     Condition        Report By
 KU1348  HISTORY     - 1952     MONUMENTED       CGS
 KU1348
 KU1348                          STATION DESCRIPTION
 KU1348
 KU1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1348'AT NEW YORK.
 KU1348'AT NEW YORK, IN BOROUGH OF QUEENS, AT FAR ROCKAWAY, AT
 KU1348'INTERSECTION OF BEACH CHANNEL DRIVE AND REGINA AVENUE, 5 FEET
 KU1348'NORTHEAST OF EXTENDED SOUTHWEST CURB LINE OF REGINA AVENUE,
 KU1348'15 FEET SOUTH OF SOUTH CURB OF BEACH CHANNEL DRIVE, SET
 KU1348'VERTICALLY IN THE NORTHWEST FACE OF CONCRETE PIER OF OVER
 KU1348'HEAD LONG ISLAND RAILROAD (FAR ROCKAWAY BRANCH) AND 2.3 FEET
 KU1348'ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1040 ***********************************************************************
 KU1040  DESIGNATION -  D 351
 KU1040  PID         -  KU1040
 KU1040  STATE/COUNTY-  NY/KINGS
 KU1040  USGS QUAD   -  BROOKLYN (1979)
 KU1040
 KU1040                         *CURRENT SURVEY CONTROL
 KU1040  ___________________________________________________________________
 KU1040* NAD 83(1986)-  40 41 53.     (N)    073 58 04.     (W)     SCALED    
 KU1040* NAVD 88     -         4.751  (meters)      15.59   (feet)  ADJUSTED  
 KU1040  ___________________________________________________________________
 KU1040  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KU1040  DYNAMIC HT  -           4.749 (meters)      15.58  (feet)  COMP
 KU1040  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 KU1040
 KU1040  VERT ORDER  -  FIRST     CLASS II
 KU1040
 KU1040.The horizontal coordinates were scaled from a topographic map and have
 KU1040.an estimated accuracy of +/- 6 seconds.
 KU1040
 KU1040.The orthometric height was determined by differential leveling
 KU1040.and adjusted by the National Geodetic Survey in June 1991..
 KU1040
 KU1040.The geoid height was determined by GEOID03.
 KU1040
 KU1040.The dynamic height is computed by dividing the NAVD 88
 KU1040.geopotential number by the normal gravity value computed on the
 KU1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1040.degrees latitude (g = 980.6199 gals.).
 KU1040
 KU1040.The modeled gravity was interpolated from observed gravity values.
 KU1040
 KU1040;                    North         East    Units  Estimated Accuracy
 KU1040;SPC NY L     -    59,010.      302,720.      MT  (+/- 180 meters Scaled)
 KU1040
 KU1040                          SUPERSEDED SURVEY CONTROL
 KU1040
 KU1040  NGVD 29 (??/??/92)    5.090  (m)           16.70   (f) ADJ UNCH    1 2
 KU1040
 KU1040.Superseded values are not recommended for survey control.
 KU1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1040.See file dsdata.txt to determine how the superseded data were derived.
 KU1040
 KU1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872057(NAD 83)
 KU1040_MARKER: DB = BENCH MARK DISK
 KU1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1040_SP_SET: BUILDING
 KU1040_STAMPING: D 351 1952
 KU1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1040
 KU1040  HISTORY     - Date     Condition        Report By
 KU1040  HISTORY     - 1952     MONUMENTED       CGS
 KU1040
 KU1040                          STATION DESCRIPTION
 KU1040
 KU1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1040'AT NEW YORK.
 KU1040'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT BROOKLYN NAVY YARD, AT
 KU1040'SOUTH STREET AND WASHINGTON AVENUE, IN NORTHEAST ANGLE OF
 KU1040'INTERSECTION, NEAR WASHINGTON AVENUE ENTRANCE TO NAVY YARD, SET
 KU1040'VERTICALLY IN SOUTH FACE OF BUILDING NO 291, 26 FEET WEST OF
 KU1040'CENTER LINE OF DOORWAY ENTRANCE TO BUILDING AND 2 1/2 FEET ABOVE
 KU1040'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1159 ***********************************************************************
 KU1159  DESIGNATION -  D 352
 KU1159  PID         -  KU1159
 KU1159  STATE/COUNTY-  NY/BRONX
 KU1159  USGS QUAD   -  FLUSHING (1979)
 KU1159
 KU1159                         *CURRENT SURVEY CONTROL
 KU1159  ___________________________________________________________________
 KU1159* NAD 83(1986)-  40 51 41.     (N)    073 49 41.     (W)     SCALED    
 KU1159* NAVD 88     -         3.503  (meters)      11.49   (feet)  ADJUSTED  
 KU1159  ___________________________________________________________________
 KU1159  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU1159  DYNAMIC HT  -           3.502 (meters)      11.49  (feet)  COMP
 KU1159  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 KU1159
 KU1159  VERT ORDER  -  FIRST     CLASS II
 KU1159
 KU1159.The horizontal coordinates were scaled from a topographic map and have
 KU1159.an estimated accuracy of +/- 6 seconds.
 KU1159
 KU1159.The orthometric height was determined by differential leveling
 KU1159.and adjusted by the National Geodetic Survey in June 1991..
 KU1159
 KU1159.The geoid height was determined by GEOID03.
 KU1159
 KU1159.The dynamic height is computed by dividing the NAVD 88
 KU1159.geopotential number by the normal gravity value computed on the
 KU1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1159.degrees latitude (g = 980.6199 gals.).
 KU1159
 KU1159.The modeled gravity was interpolated from observed gravity values.
 KU1159
 KU1159;                    North         East    Units  Estimated Accuracy
 KU1159;SPC NY E     -   225,370.      206,650.      MT  (+/- 180 meters Scaled)
 KU1159
 KU1159                          SUPERSEDED SURVEY CONTROL
 KU1159
 KU1159  NGVD 29 (??/??/92)    3.828  (m)           12.56   (f) ADJ UNCH    1 2
 KU1159
 KU1159.Superseded values are not recommended for survey control.
 KU1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1159.See file dsdata.txt to determine how the superseded data were derived.
 KU1159
 KU1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL987240(NAD 83)
 KU1159_MARKER: DB = BENCH MARK DISK
 KU1159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1159_SP_SET: CATCH BASIN
 KU1159_STAMPING: D 352 1952
 KU1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1159
 KU1159  HISTORY     - Date     Condition        Report By
 KU1159  HISTORY     - 1952     MONUMENTED       CGS
 KU1159  HISTORY     - 20050420 MARK NOT FOUND   GEOCAC
 KU1159
 KU1159                          STATION DESCRIPTION
 KU1159
 KU1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1159'AT NEW YORK.
 KU1159'AT NEW YORK, IN BOROUGH OF BRONX, AT BAYCHESTER, ABOUT 0.1 MILE
 KU1159'NORTH ALONG BAYCHESTER AVENUE FROM ITS OVERPASS OVER THE NEW YORK,
 KU1159'NEW HAVEN AND HARTFORD RAILROAD, JUST EAST OF OVERPASS OF BAYCHESTER
 KU1159'AVENUE OVER HUTCHINSON RIVER PARKWAY, 33 FEET EAST OF EAST FACE
 KU1159'OF THE EAST OF TWO OVERPASSES, 18 FEET NORTHWEST OF NORTHWEST
 KU1159'CURB OF NORTHWEST LANE OF HUTCHINSON RIVER PARKWAY, 1 FOOT
 KU1159'SOUTHWEST OF SOUTH CORNER OF IRON GRILL OF CATCH BASIN AND SET
 KU1159'IN THE TOP OF THE SOUTH CORNER OF A CONCRETE CATCH BASIN WITH
 KU1159'2-FOOT IRON GRILL ABOUT LEVEL WITH SIDE WALK OF HUTCHINSON RIVER
 KU1159'PARKWAY.
 KU1159
 KU1159                          STATION RECOVERY (2005)
 KU1159
 KU1159'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1159'HIGHWAY CONSTRUCTION IN THIS AREA OVER THE LAST 50 YEARS HAS
 KU1159'OBLITERATED BAYCHESTER AVENUE, THE CROSS STREETS AND THE OVERPASSES.
 KU1159'THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1241 ***********************************************************************
 KU1241  DESIGNATION -  D 353
 KU1241  PID         -  KU1241
 KU1241  STATE/COUNTY-  NY/KINGS
 KU1241  USGS QUAD   -  CONEY ISLAND (1979)
 KU1241
 KU1241                         *CURRENT SURVEY CONTROL
 KU1241  ___________________________________________________________________
 KU1241* NAD 83(1986)-  40 36 54.     (N)    073 53 50.     (W)     SCALED    
 KU1241* NAVD 88     -         2.756  (meters)       9.04   (feet)  ADJUSTED  
 KU1241  ___________________________________________________________________
 KU1241  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU1241  DYNAMIC HT  -           2.755 (meters)       9.04  (feet)  COMP
 KU1241  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 KU1241
 KU1241  VERT ORDER  -  FIRST     CLASS II
 KU1241
 KU1241.The horizontal coordinates were scaled from a topographic map and have
 KU1241.an estimated accuracy of +/- 6 seconds.
 KU1241
 KU1241.The orthometric height was determined by differential leveling
 KU1241.and adjusted by the National Geodetic Survey in June 1991..
 KU1241
 KU1241.The geoid height was determined by GEOID03.
 KU1241
 KU1241.The dynamic height is computed by dividing the NAVD 88
 KU1241.geopotential number by the normal gravity value computed on the
 KU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1241.degrees latitude (g = 980.6199 gals.).
 KU1241
 KU1241.The modeled gravity was interpolated from observed gravity values.
 KU1241
 KU1241;                    North         East    Units  Estimated Accuracy
 KU1241;SPC NY L     -    49,790.      308,700.      MT  (+/- 180 meters Scaled)
 KU1241
 KU1241                          SUPERSEDED SURVEY CONTROL
 KU1241
 KU1241  NGVD 29 (??/??/92)    3.094  (m)           10.15   (f) ADJ UNCH    1 2
 KU1241
 KU1241.Superseded values are not recommended for survey control.
 KU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1241.See file dsdata.txt to determine how the superseded data were derived.
 KU1241
 KU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK932966(NAD 83)
 KU1241_MARKER: DB = BENCH MARK DISK
 KU1241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1241_SP_SET: BUILDING
 KU1241_STAMPING: D 353 1952
 KU1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1241
 KU1241  HISTORY     - Date     Condition        Report By
 KU1241  HISTORY     - 1952     MONUMENTED       CGS
 KU1241
 KU1241                          STATION DESCRIPTION
 KU1241
 KU1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1241'AT NEW YORK.
 KU1241'AT NEW YORK, IN BOROUGH OF BROOKLYN, ABOUT 0.4 MILE SOUTHWEST
 KU1241'ALONG SHORE PARKWAY FROM ITS BRIDGE OVER PAERDEGAT BASIN, SET
 KU1241'VERTICALLY IN THE SOUTHEAST FACE OF 10 BY 25-FOOT CONCRETE
 KU1241'AND BRICK BUILDING OF A TRANSFORMER STATION, 50 FEET NORTHWEST
 KU1241'OF NORTHWEST CURB OF NORTHWEST LANE OF SHORE PARKWAY, 1.3 FEET
 KU1241'NORTHEAST OF SOUTH CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1400 ***********************************************************************
 KU1400  DESIGNATION -  D 354
 KU1400  PID         -  KU1400
 KU1400  STATE/COUNTY-  NY/QUEENS
 KU1400  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1400
 KU1400                         *CURRENT SURVEY CONTROL
 KU1400  ___________________________________________________________________
 KU1400* NAD 83(1986)-  40 37 01.     (N)    073 49 23.     (W)     SCALED    
 KU1400* NAVD 88     -         3.118  (meters)      10.23   (feet)  ADJUSTED  
 KU1400  ___________________________________________________________________
 KU1400  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KU1400  DYNAMIC HT  -           3.117 (meters)      10.23  (feet)  COMP
 KU1400  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 KU1400
 KU1400  VERT ORDER  -  FIRST     CLASS II
 KU1400
 KU1400.The horizontal coordinates were scaled from a topographic map and have
 KU1400.an estimated accuracy of +/- 6 seconds.
 KU1400
 KU1400.The orthometric height was determined by differential leveling
 KU1400.and adjusted by the National Geodetic Survey in June 1991..
 KU1400
 KU1400.The geoid height was determined by GEOID03.
 KU1400
 KU1400.The dynamic height is computed by dividing the NAVD 88
 KU1400.geopotential number by the normal gravity value computed on the
 KU1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1400.degrees latitude (g = 980.6199 gals.).
 KU1400
 KU1400.The modeled gravity was interpolated from observed gravity values.
 KU1400
 KU1400;                    North         East    Units  Estimated Accuracy
 KU1400;SPC NY L     -    50,020.      314,970.      MT  (+/- 180 meters Scaled)
 KU1400
 KU1400                          SUPERSEDED SURVEY CONTROL
 KU1400
 KU1400  NGVD 29 (??/??/92)    3.455  (m)           11.34   (f) ADJ UNCH    1 2
 KU1400
 KU1400.Superseded values are not recommended for survey control.
 KU1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1400.See file dsdata.txt to determine how the superseded data were derived.
 KU1400
 KU1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK995969(NAD 83)
 KU1400_MARKER: DB = BENCH MARK DISK
 KU1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1400_STAMPING: D 354 1952
 KU1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1400+STABILITY: SURFACE MOTION
 KU1400
 KU1400  HISTORY     - Date     Condition        Report By
 KU1400  HISTORY     - 1952     MONUMENTED       CGS
 KU1400
 KU1400                          STATION DESCRIPTION
 KU1400
 KU1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1400'AT NEW YORK.
 KU1400'AT NEW YORK, IN BOROUGH OF QUEENS, ALONG CROSS BAY BOULEVARD,
 KU1400'ABOUT 1.35 MILES NORTH OF TOLL BOOTH AT NORTH END OF CROSS BAY
 KU1400'BRIDGE, ABOUT 1.55 MILES SOUTH OF SOUTH END OF BRIDGE OVER NORTH
 KU1400'CHANNEL, 11 FEET EAST OF EAST CURB OF EAST LANE OF CROSS BAY
 KU1400'BOULEVARD, 1/2 FEET EAST OF EAST EDGE OF EAST SIDE WALK, 25 FEET
 KU1400'SOUTHEAST OF FIRE ALARM BOX NO. 8345, 10 1/2 FEET EAST-NORTHEAST
 KU1400'OF TELEPHONE POLE NO. NYT 415, 2 FEET NORTH OF A WHITE WOODEN
 KU1400'WITNESS POST, ABOUT LEVEL WITH SIDE WALK AND SET IN THE TOP OF A
 KU1400'CONCRETE POST FLUSH WITH THE SIDE WALK AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0579 ***********************************************************************
 NC0579  DESIGNATION -  D 355
 NC0579  PID         -  NC0579
 NC0579  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0579  USGS QUAD   -  GERRY (1979)
 NC0579
 NC0579                         *CURRENT SURVEY CONTROL
 NC0579  ___________________________________________________________________
 NC0579* NAD 83(1986)-  42 08 25.     (N)    079 12 36.     (W)     SCALED    
 NC0579* NAVD 88     -       387.052  (meters)    1269.85   (feet)  ADJUSTED  
 NC0579  ___________________________________________________________________
 NC0579  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NC0579  DYNAMIC HT  -         386.907 (meters)    1269.38  (feet)  COMP
 NC0579  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 NC0579
 NC0579  VERT ORDER  -  SECOND    CLASS 0
 NC0579
 NC0579.The horizontal coordinates were scaled from a topographic map and have
 NC0579.an estimated accuracy of +/- 6 seconds.
 NC0579
 NC0579.The orthometric height was determined by differential leveling
 NC0579.and adjusted by the National Geodetic Survey in June 1991..
 NC0579
 NC0579.The geoid height was determined by GEOID03.
 NC0579
 NC0579.The dynamic height is computed by dividing the NAVD 88
 NC0579.geopotential number by the normal gravity value computed on the
 NC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0579.degrees latitude (g = 980.6199 gals.).
 NC0579
 NC0579.The modeled gravity was interpolated from observed gravity values.
 NC0579
 NC0579;                    North         East    Units  Estimated Accuracy
 NC0579;SPC NY W     -   237,860.      298,200.      MT  (+/- 180 meters Scaled)
 NC0579
 NC0579                          SUPERSEDED SURVEY CONTROL
 NC0579
 NC0579  NGVD 29 (??/??/92)  387.212  (m)         1270.38   (f) ADJ UNCH    2 0
 NC0579
 NC0579.Superseded values are not recommended for survey control.
 NC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0579.See file dsdata.txt to determine how the superseded data were derived.
 NC0579
 NC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG479669(NAD 83)
 NC0579_MARKER: DD = SURVEY DISK
 NC0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0579_SP_SET: CONCRETE FOUNDATION
 NC0579_STAMPING: D 355 1956
 NC0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0579+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2004
 NC0579
 NC0579  HISTORY     - Date     Condition        Report By
 NC0579  HISTORY     - 1956     MONUMENTED       CGS
 NC0579  HISTORY     - 20040606 GOOD             GEOCAC
 NC0579
 NC0579                          STATION DESCRIPTION
 NC0579
 NC0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NC0579'1.3 MI N FROM FALCONER.
 NC0579'LOCATED ABOUT 1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 NC0579'THE STATION AT FALCONER, CHAUTAUQUA COUNTY, NEW YORK, 99 FEET WEST OF
 NC0579'THE WEST RAIL, IN THE CONCRETE BASE ON THE EAST SIDE OF THE CONCRETE
 NC0579'AND CINDER BLOCK SCREEN OF THE FALCONER DRIVE-IN THEATRE, 21 FEET
 NC0579'SOUTH OF THE NORTHEAST CORNER. A STANDARD DISK, STAMPED D 355 1956,
 NC0579'CEMENTED IN A DRILLHOLE IN THE CONCRETE FOUNDATION 3 INCHES ABOVE
 NC0579'GROUND LEVEL.
 NC0579
 NC0579                          STATION RECOVERY (2004)
 NC0579
 NC0579'RECOVERY NOTE BY GEOCACHING 2004 (LJS)
 NC0579'ALTHOUGH THE DRIVE-IN CEASED OPERATIONS SEVERAL YEARS AGO, THE SCREEN
 NC0579'MENTIONED IN THE DESCRIPTION STILL STANDS AND THE MARK IS AS
 NC0579'DESCRIBED. THE FORMER SNACK BAR / PROJECTION ROOM IS NOW THE SHINING
 NC0579'STAR CAFE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0709 ***********************************************************************
 OD0709  DESIGNATION -  D 356
 OD0709  PID         -  OD0709
 OD0709  STATE/COUNTY-  NY/SARATOGA
 OD0709  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD0709
 OD0709                         *CURRENT SURVEY CONTROL
 OD0709  ___________________________________________________________________
 OD0709* NAD 83(1986)-  43 06 05.     (N)    073 47 41.     (W)     SCALED    
 OD0709* NAVD 88     -       110.758  (meters)     363.38   (feet)  ADJUSTED  
 OD0709  ___________________________________________________________________
 OD0709  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 OD0709  DYNAMIC HT  -         110.731 (meters)     363.29  (feet)  COMP
 OD0709  MODELED GRAV-     980,380.0   (mgal)                       NAVD 88
 OD0709
 OD0709  VERT ORDER  -  FIRST     CLASS II
 OD0709
 OD0709.The horizontal coordinates were scaled from a topographic map and have
 OD0709.an estimated accuracy of +/- 6 seconds.
 OD0709
 OD0709.The orthometric height was determined by differential leveling
 OD0709.and adjusted by the National Geodetic Survey in June 1991..
 OD0709
 OD0709.The geoid height was determined by GEOID03.
 OD0709
 OD0709.The dynamic height is computed by dividing the NAVD 88
 OD0709.geopotential number by the normal gravity value computed on the
 OD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0709.degrees latitude (g = 980.6199 gals.).
 OD0709
 OD0709.The modeled gravity was interpolated from observed gravity values.
 OD0709
 OD0709;                    North         East    Units  Estimated Accuracy
 OD0709;SPC NY E     -   474,180.      207,410.      MT  (+/- 180 meters Scaled)
 OD0709
 OD0709                          SUPERSEDED SURVEY CONTROL
 OD0709
 OD0709  NGVD 29 (??/??/92)  110.926  (m)          363.93   (f) ADJ UNCH    1 2
 OD0709
 OD0709.Superseded values are not recommended for survey control.
 OD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0709.See file dsdata.txt to determine how the superseded data were derived.
 OD0709
 OD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN980727(NAD 83)
 OD0709_MARKER: DB = BENCH MARK DISK
 OD0709_SETTING: 66 = SET IN ROCK OUTCROP
 OD0709_SP_SET: ROCK CUT
 OD0709_STAMPING: D 356 1955
 OD0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0709+STABILITY: POSITION/ELEVATION WELL
 OD0709
 OD0709  HISTORY     - Date     Condition        Report By
 OD0709  HISTORY     - 1955     MONUMENTED       CGS
 OD0709  HISTORY     - 1974     MARK NOT FOUND   NGS
 OD0709  HISTORY     - 20030804 MARK NOT FOUND   USPSQD
 OD0709  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 OD0709  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 OD0709
 OD0709                          STATION DESCRIPTION
 OD0709
 OD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0709'1.5 MI N FROM SARATOGA SPRINGS.
 OD0709'ABOUT 1.5 MILES NORTH ALONG THE ADIRONDACK BRANCH OF THE DELAWARE AND
 OD0709'HUDSON RAILROAD FROM THE STATION AT SARATOGA SPRINGS, ABOUT 0.3 MILE
 OD0709'SOUTH OF MILE POST NC 55 - A 40, ABOUT 0.2 MILE SOUTH OF A ROAD
 OD0709'CROSSING, ABOUT 0.1 MILE SOUTH OF A POINT WHERE A ROAD PARALLELS THE
 OD0709'EAST SIDE OF TRACK TO THE NORTH AND TURNS EAST AWAY FROM TRACK, ACROSS
 OD0709'TRACK FROM THE NORTHEAST CORNER OA AN ABANDONED ROCK QUARRY, SET
 OD0709'VERTICALLY IN FACE OF A ROCK CUT, 11 1/2 FEET EAST OF EAST RAIL, 24
 OD0709'FEET SOUTH OF NORTH END OF ROCK CUT AND ABOUT 3 FEET ABOVE LEVEL OF
 OD0709'TRACK.  NOTE--RR HAS SINCE BEEN RELOCATED, AND DIRT AND ROCKS NOW
 OD0709'COVER A LARGE PORTION OF THE DESCRIBED LOCATION.
 OD0709
 OD0709                          STATION RECOVERY (1974)
 OD0709
 OD0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OD0709'MARK NOT FOUND.
 OD0709
 OD0709                          STATION RECOVERY (2003)
 OD0709
 OD0709'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0709'MARK NOT FOUND.
 OD0709
 OD0709                          STATION RECOVERY (2004)
 OD0709
 OD0709'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD0709'MARK NOT FOUND.
 OD0709
 OD0709                          STATION RECOVERY (2005)
 OD0709
 OD0709'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0733 ***********************************************************************
 OD0733  DESIGNATION -  D 357
 OD0733  PID         -  OD0733
 OD0733  STATE/COUNTY-  NY/SARATOGA
 OD0733  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0733
 OD0733                         *CURRENT SURVEY CONTROL
 OD0733  ___________________________________________________________________
 OD0733* NAD 83(1986)-  43 15 11.     (N)    073 50 51.     (W)     SCALED    
 OD0733* NAVD 88     -       194.945  (meters)     639.58   (feet)  ADJUSTED  
 OD0733  ___________________________________________________________________
 OD0733  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 OD0733  DYNAMIC HT  -         194.897 (meters)     639.42  (feet)  COMP
 OD0733  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 OD0733
 OD0733  VERT ORDER  -  FIRST     CLASS II
 OD0733
 OD0733.The horizontal coordinates were scaled from a topographic map and have
 OD0733.an estimated accuracy of +/- 6 seconds.
 OD0733
 OD0733.The orthometric height was determined by differential leveling
 OD0733.and adjusted by the National Geodetic Survey in June 1991..
 OD0733
 OD0733.The geoid height was determined by GEOID03.
 OD0733
 OD0733.The dynamic height is computed by dividing the NAVD 88
 OD0733.geopotential number by the normal gravity value computed on the
 OD0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0733.degrees latitude (g = 980.6199 gals.).
 OD0733
 OD0733.The modeled gravity was interpolated from observed gravity values.
 OD0733
 OD0733;                    North         East    Units  Estimated Accuracy
 OD0733;SPC NY E     -   490,990.      202,980.      MT  (+/- 180 meters Scaled)
 OD0733
 OD0733                          SUPERSEDED SURVEY CONTROL
 OD0733
 OD0733  NGVD 29 (??/??/92)  195.078  (m)          640.02   (f) ADJ UNCH    1 2
 OD0733
 OD0733.Superseded values are not recommended for survey control.
 OD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0733.See file dsdata.txt to determine how the superseded data were derived.
 OD0733
 OD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN935895(NAD 83)
 OD0733_MARKER: DB = BENCH MARK DISK
 OD0733_SETTING: 66 = SET IN ROCK OUTCROP
 OD0733_SP_SET: ROCK LEDGE
 OD0733_STAMPING: D 357 1955
 OD0733_MARK LOGO: CGS   
 OD0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0733+STABILITY: POSITION/ELEVATION WELL
 OD0733
 OD0733  HISTORY     - Date     Condition        Report By
 OD0733  HISTORY     - 1955     MONUMENTED       CGS
 OD0733  HISTORY     - 2003     GOOD             NYDT
 OD0733
 OD0733                          STATION DESCRIPTION
 OD0733
 OD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0733'IN CORINTH.
 OD0733'AT CORINTH, ALONG THE DELAWARE AND HUDSON RAILROAD, ABOUT 7 TELEPHONE
 OD0733'POLES NORTH OF RAILROAD OVERPASS NO. 54/28 OVER A BLACK TOP ROAD,
 OD0733'ABOUT 0.45 MILE NORTH OF MILE POST NC 41 - A 54, ABOUT 46 YARDS
 OD0733'NORTHWEST AND ACROSS TRACK FROM NORTHWEST CORNER OF RAILROAD STATION,
 OD0733'SET VERTICALLY IN FACE OF A ROCK LEDGE, 71 FEET WEST OF WEST RAIL OF
 OD0733'MAIN TRACK, 10 FEET SOUTH OF NORTH END OF LEDGE ABOUT 3 1/2 FEET ABOVE
 OD0733'GROUND AND ABOUT 5 FEET ABOUT LEVEL OF TRACK.
 OD0733
 OD0733                          STATION RECOVERY (2003)
 OD0733
 OD0733'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DLM)
 OD0733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0774 ***********************************************************************
 PG0774  DESIGNATION -  D 358
 PG0774  PID         -  PG0774
 PG0774  STATE/COUNTY-  NY/ESSEX
 PG0774  USGS QUAD   -  
 PG0774
 PG0774                         *CURRENT SURVEY CONTROL
 PG0774  ___________________________________________________________________
 PG0774* NAD 83(1986)-  44 29 37.     (N)    073 28 22.     (W)     SCALED    
 PG0774* NAVD 88     -       157.533  (meters)     516.84   (feet)  ADJUSTED  
 PG0774  ___________________________________________________________________
 PG0774  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 PG0774  DYNAMIC HT  -         157.518 (meters)     516.79  (feet)  COMP
 PG0774  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 PG0774
 PG0774  VERT ORDER  -  FIRST     CLASS II
 PG0774
 PG0774.The horizontal coordinates were scaled from a topographic map and have
 PG0774.an estimated accuracy of +/- 6 seconds.
 PG0774
 PG0774.The orthometric height was determined by differential leveling
 PG0774.and adjusted by the National Geodetic Survey in June 1991..
 PG0774
 PG0774.The geoid height was determined by GEOID03.
 PG0774
 PG0774.The dynamic height is computed by dividing the NAVD 88
 PG0774.geopotential number by the normal gravity value computed on the
 PG0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0774.degrees latitude (g = 980.6199 gals.).
 PG0774
 PG0774.The modeled gravity was interpolated from observed gravity values.
 PG0774
 PG0774;                    North         East    Units  Estimated Accuracy
 PG0774;SPC NY E     -   629,120.      231,700.      MT  (+/- 180 meters Scaled)
 PG0774
 PG0774                          SUPERSEDED SURVEY CONTROL
 PG0774
 PG0774  NGVD 29 (??/??/??)  157.668  (m)          517.28   (f) ADJUSTED    1 2
 PG0774
 PG0774.Superseded values are not recommended for survey control.
 PG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0774.See file dsdata.txt to determine how the superseded data were derived.
 PG0774
 PG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ214278(NAD 83)
 PG0774_MARKER: DB = BENCH MARK DISK
 PG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0774_STAMPING: D 358 1955
 PG0774_MARK LOGO: CGS   
 PG0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0774+STABILITY: SURFACE MOTION
 PG0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0774+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 PG0774
 PG0774  HISTORY     - Date     Condition        Report By
 PG0774  HISTORY     - 1955     MONUMENTED       CGS
 PG0774  HISTORY     - 1973     GOOD             NGS
 PG0774  HISTORY     - 20030625 GOOD             NYDT
 PG0774  HISTORY     - 20031020 GOOD             NYDT
 PG0774
 PG0774                          STATION DESCRIPTION
 PG0774
 PG0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0774'0.65 MI SE FROM KEESEVILLE.
 PG0774'ABOUT 0.65 MILE SOUTHEAST ALONG A PAVED ROAD (CHESTERFIELD STREET),
 PG0774'FROM THE IMMACULATE CONCEPTION CATHOLIC CHURCH AT KEESEVILLE, 42 FEET
 PG0774'SOUTHEAST OF THE CENTER OF JUNCTION WITH A PAVED ROAD LEADING EAST TO
 PG0774'PORT DOUGLASS, 75 FEET WEST NORTHWEST OF NORTHWEST CORNER OF A RANCH
 PG0774'TYPE COMBINATION FRAME AND STONE HOUSE, 46 1/2 FEET WEST OF CENTER
 PG0774'LINE OF A PAVED DRIVEWAY, 32 FEET EAST OF CENTER LINE OF A PAVED ROAD,
 PG0774'26 FEET SOUTH OF CENTER LINE OF ROAD LEADING EAST, IN A SMALL CLUMP OF
 PG0774'ROSE BUSHES, 2 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 PG0774'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS
 PG0774'3-INCHES BELOW THE SURFACE OF THE LAWN.
 PG0774
 PG0774                          STATION RECOVERY (2003)
 PG0774
 PG0774'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0774'HANDHELD GPS N44 29 38 W073 28 24.3
 PG0774
 PG0774                          STATION RECOVERY (2003)
 PG0774
 PG0774'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 PG0774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0675 ***********************************************************************
 PG0675  DESIGNATION -  D 359
 PG0675  PID         -  PG0675
 PG0675  STATE/COUNTY-  NY/ESSEX
 PG0675  USGS QUAD   -  
 PG0675
 PG0675                         *CURRENT SURVEY CONTROL
 PG0675  ___________________________________________________________________
 PG0675* NAD 83(1986)-  44 08 34.     (N)    073 25 48.     (W)     SCALED    
 PG0675* NAVD 88     -        57.674  (meters)     189.22   (feet)  ADJUSTED  
 PG0675  ___________________________________________________________________
 PG0675  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PG0675  DYNAMIC HT  -          57.666 (meters)     189.19  (feet)  COMP
 PG0675  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 PG0675
 PG0675  VERT ORDER  -  FIRST     CLASS II
 PG0675
 PG0675.The horizontal coordinates were scaled from a topographic map and have
 PG0675.an estimated accuracy of +/- 6 seconds.
 PG0675
 PG0675.The orthometric height was determined by differential leveling
 PG0675.and adjusted by the National Geodetic Survey in June 1991..
 PG0675
 PG0675.The geoid height was determined by GEOID03.
 PG0675
 PG0675.The dynamic height is computed by dividing the NAVD 88
 PG0675.geopotential number by the normal gravity value computed on the
 PG0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0675.degrees latitude (g = 980.6199 gals.).
 PG0675
 PG0675.The modeled gravity was interpolated from observed gravity values.
 PG0675
 PG0675;                    North         East    Units  Estimated Accuracy
 PG0675;SPC NY E     -   590,180.      235,610.      MT  (+/- 180 meters Scaled)
 PG0675
 PG0675                          SUPERSEDED SURVEY CONTROL
 PG0675
 PG0675  NGVD 29 (??/??/??)   57.844  (m)          189.78   (f) ADJUSTED    1 2
 PG0675
 PG0675.Superseded values are not recommended for survey control.
 PG0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0675.See file dsdata.txt to determine how the superseded data were derived.
 PG0675
 PG0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP255889(NAD 83)
 PG0675_MARKER: DB = BENCH MARK DISK
 PG0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0675_SP_SET: BRIDGE
 PG0675_STAMPING: D 359 1955
 PG0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0675
 PG0675  HISTORY     - Date     Condition        Report By
 PG0675  HISTORY     - 1955     MONUMENTED       CGS
 PG0675  HISTORY     - 1973     GOOD             NGS
 PG0675
 PG0675                          STATION DESCRIPTION
 PG0675
 PG0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0675'3.8 MI S FROM WESTPORT.
 PG0675'ABOUT 2.85 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0675'STATE HIGHWAY 9 UNDERPASS AT WESTPORT, THENCE ABOUT 0.95 MILE EAST
 PG0675'ALONG A GRAVELED ROAD, AT THE JUNCTION OF STATE HIGHWAY 22 ( ALSO 9N
 PG0675'), 183 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PAVED ROAD LEADING
 PG0675'EAST TO CAMP DUDLEY, 163 FEET NORTH OF THE CENTER LINE OF GRAVELED
 PG0675'ROAD LEADING WEST, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PG0675'20.5 FEET WEST OF A WIRE CABLE GUARDRAIL, ABOUT 12 FEET BELOW THE
 PG0675'LEVEL OF THE HIGHWAY AND SET IN THE NORTH END OF THE WEST CONCRETE
 PG0675'HEADWALL FOR A SMALL BRIDGE UNDER THE HIGHWAY AND OVER STACEY BROOK.
 PG0675'NOTE--THIS MARK MAY ALSO BE REACHED BY GOING ABOUT 3.0 MILES SOUTH
 PG0675'ALONG STATE HIGHWAY 22 AND 9N FROM THE NATIONAL BANK AT WESTPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0389 ***********************************************************************
 NB0389  DESIGNATION -  D 36
 NB0389  PID         -  NB0389
 NB0389  STATE/COUNTY-  NY/TOMPKINS
 NB0389  USGS QUAD   -  WEST DANBY (1969)
 NB0389
 NB0389                         *CURRENT SURVEY CONTROL
 NB0389  ___________________________________________________________________
 NB0389* NAD 83(1986)-  42 19 21.     (N)    076 31 06.     (W)     SCALED    
 NB0389* NAVD 88     -       261.361  (meters)     857.48   (feet)  ADJUSTED  
 NB0389  ___________________________________________________________________
 NB0389  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NB0389  DYNAMIC HT  -         261.263 (meters)     857.16  (feet)  COMP
 NB0389  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 NB0389
 NB0389  VERT ORDER  -  FIRST     CLASS II
 NB0389
 NB0389.The horizontal coordinates were scaled from a topographic map and have
 NB0389.an estimated accuracy of +/- 6 seconds.
 NB0389
 NB0389.The orthometric height was determined by differential leveling
 NB0389.and adjusted by the National Geodetic Survey in June 1991..
 NB0389
 NB0389.The geoid height was determined by GEOID03.
 NB0389
 NB0389.The dynamic height is computed by dividing the NAVD 88
 NB0389.geopotential number by the normal gravity value computed on the
 NB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0389.degrees latitude (g = 980.6199 gals.).
 NB0389
 NB0389.The modeled gravity was interpolated from observed gravity values.
 NB0389
 NB0389;                    North         East    Units  Estimated Accuracy
 NB0389;SPC NY C     -   257,920.      255,360.      MT  (+/- 180 meters Scaled)
 NB0389
 NB0389                          SUPERSEDED SURVEY CONTROL
 NB0389
 NB0389  NGVD 29 (??/??/92)  261.478  (m)          857.87   (f) ADJ UNCH    1 2
 NB0389
 NB0389.Superseded values are not recommended for survey control.
 NB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0389.See file dsdata.txt to determine how the superseded data were derived.
 NB0389
 NB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM748867(NAD 83)
 NB0389_MARKER: DB = BENCH MARK DISK
 NB0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0389_SP_SET: CULVERT
 NB0389_STAMPING: D 36 1932
 NB0389_MARK LOGO: CGS   
 NB0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0389
 NB0389  HISTORY     - Date     Condition        Report By
 NB0389  HISTORY     - 1932     MONUMENTED       CGS
 NB0389  HISTORY     - 1934     GOOD             NGS
 NB0389  HISTORY     - 1982     GOOD             NGS
 NB0389  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0389  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0389  HISTORY     - 19940718 GOOD             USPSQD
 NB0389
 NB0389                          STATION DESCRIPTION
 NB0389
 NB0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NB0389'AT WEST DANBY.
 NB0389'ON THE LEHIGH VALLEY RAILROAD, AT THE RAILROAD STATION, 0.4 MILE
 NB0389'NORTHWEST OF MILEPOST 297, 150 YARDS NORTHWEST OF A COUNTY HIGHWAY
 NB0389'CROSSING, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST END OF THE
 NB0389'RAILROAD STATION, AT RAILROAD CULVERT I 297, IN THE SOUTHEAST END
 NB0389'OF THE TOP, OF THE NORTHWEST HEADWALL.
 NB0389
 NB0389                          STATION RECOVERY (1934)
 NB0389
 NB0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NB0389'RECOVERED IN GOOD CONDITION.
 NB0389
 NB0389                          STATION RECOVERY (1982)
 NB0389
 NB0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0389'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0389'0.72 KM (0.45 MI) NORTHEAST ALONG COUNTY ROAD 188 (STATION
 NB0389'ROAD) FROM THE JUNCTION OF STATE HIGHWAY 34 AND 96 IN WEST
 NB0389'DANBY, THENCE 0.16 KM (0.1 MI) NORTH ALONG THE CONRAIL
 NB0389'RAILROAD TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF
 NB0389'THE WEST HEADWALL OF A CULVERT UNDER THE RAILROAD,
 NB0389'5.49 METERS (18.0 FT) WEST OF THE WEST RAIL.
 NB0389'THE MARK IS 2.20 M BELOW TRACKS.
 NB0389
 NB0389                          STATION RECOVERY (1985)
 NB0389
 NB0389'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0389'MARK NOT FOUND.
 NB0389
 NB0389                          STATION RECOVERY (1985)
 NB0389
 NB0389'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0389'MARK NOT FOUND.
 NB0389
 NB0389                          STATION RECOVERY (1994)
 NB0389
 NB0389'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0468 ***********************************************************************
 OD0468  DESIGNATION -  D 360
 OD0468  PID         -  OD0468
 OD0468  STATE/COUNTY-  NY/WASHINGTON
 OD0468  USGS QUAD   -  WHITEHALL (1950)
 OD0468
 OD0468                         *CURRENT SURVEY CONTROL
 OD0468  ___________________________________________________________________
 OD0468* NAD 83(1986)-  43 32 29.     (N)    073 24 18.     (W)     SCALED    
 OD0468* NAVD 88     -        38.550  (meters)     126.48   (feet)  ADJUSTED  
 OD0468  ___________________________________________________________________
 OD0468  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 OD0468  DYNAMIC HT  -          38.543 (meters)     126.45  (feet)  COMP
 OD0468  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 OD0468
 OD0468  VERT ORDER  -  FIRST     CLASS I
 OD0468
 OD0468.The horizontal coordinates were scaled from a topographic map and have
 OD0468.an estimated accuracy of +/- 6 seconds.
 OD0468
 OD0468.The orthometric height was determined by differential leveling
 OD0468.and adjusted by the National Geodetic Survey in June 1991..
 OD0468
 OD0468.The geoid height was determined by GEOID03.
 OD0468
 OD0468.The dynamic height is computed by dividing the NAVD 88
 OD0468.geopotential number by the normal gravity value computed on the
 OD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0468.degrees latitude (g = 980.6199 gals.).
 OD0468
 OD0468.The modeled gravity was interpolated from observed gravity values.
 OD0468
 OD0468;                    North         East    Units  Estimated Accuracy
 OD0468;SPC NY E     -   523,400.      238,490.      MT  (+/- 180 meters Scaled)
 OD0468
 OD0468                          SUPERSEDED SURVEY CONTROL
 OD0468
 OD0468.No superseded survey control is available for this station.
 OD0468
 OD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP288221(NAD 83)
 OD0468_MARKER: DB = BENCH MARK DISK
 OD0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0468_SP_SET: CULVERT
 OD0468_STAMPING: D 360 1955
 OD0468_MARK LOGO: CGS   
 OD0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0468
 OD0468  HISTORY     - Date     Condition        Report By
 OD0468  HISTORY     - 1955     MONUMENTED       CGS
 OD0468  HISTORY     - 1973     GOOD             NGS
 OD0468  HISTORY     - 1980     GOOD             NGS
 OD0468
 OD0468                          STATION DESCRIPTION
 OD0468
 OD0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0468'0.45 MI SSW FROM WHITEHALL.
 OD0468'ABOUT 0.45 MILE SOUTH-SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD
 OD0468'FROM THE STATION AT WHITEHALL, 8 3/4 RAILS NORTH-NORTHEAST OF MILEPOST
 OD0468'A 77-RM114, 8 RAILS SOUTH-SOUTHWEST OF A TELEPHONE LINE CROSSING OVER
 OD0468'TRACK, 32.4 FEET WEST-SOUTHWEST OF A TELEPHONE POLE BRACED BY 2 GUY
 OD0468'WIRES, (AND BEARING NO. 77.06), 26 FEET SOUTHEAST OF THE SOUTHEAST
 OD0468'TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 OD0468'HEADWALL OF A 10-INCH CULVERT, 5 FEET BELOW LEVEL OF THE RAILS.
 OD0468
 OD0468                          STATION RECOVERY (1980)
 OD0468
 OD0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OD0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0355 ***********************************************************************
 OD0355  DESIGNATION -  D 361
 OD0355  PID         -  OD0355
 OD0355  STATE/COUNTY-  NY/WASHINGTON
 OD0355  USGS QUAD   -  PUTNAM (1950)
 OD0355
 OD0355                         *CURRENT SURVEY CONTROL
 OD0355  ___________________________________________________________________
 OD0355* NAD 83(1986)-  43 43 01.     (N)    073 22 53.     (W)     SCALED    
 OD0355* NAVD 88     -        32.808  (meters)     107.64   (feet)  ADJUSTED  
 OD0355  ___________________________________________________________________
 OD0355  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OD0355  DYNAMIC HT  -          32.802 (meters)     107.62  (feet)  COMP
 OD0355  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 OD0355
 OD0355  VERT ORDER  -  FIRST     CLASS I
 OD0355
 OD0355.The horizontal coordinates were scaled from a topographic map and have
 OD0355.an estimated accuracy of +/- 6 seconds.
 OD0355
 OD0355.The orthometric height was determined by differential leveling
 OD0355.and adjusted by the National Geodetic Survey in June 1991..
 OD0355
 OD0355.The geoid height was determined by GEOID03.
 OD0355
 OD0355.The dynamic height is computed by dividing the NAVD 88
 OD0355.geopotential number by the normal gravity value computed on the
 OD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0355.degrees latitude (g = 980.6199 gals.).
 OD0355
 OD0355.The modeled gravity was interpolated from observed gravity values.
 OD0355
 OD0355;                    North         East    Units  Estimated Accuracy
 OD0355;SPC NY E     -   542,920.      240,140.      MT  (+/- 180 meters Scaled)
 OD0355
 OD0355                          SUPERSEDED SURVEY CONTROL
 OD0355
 OD0355.No superseded survey control is available for this station.
 OD0355
 OD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP303417(NAD 83)
 OD0355_MARKER: DB = BENCH MARK DISK
 OD0355_SETTING: 66 = SET IN ROCK OUTCROP
 OD0355_SP_SET: ROCK CUT
 OD0355_STAMPING: D 361 1955
 OD0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0355+STABILITY: POSITION/ELEVATION WELL
 OD0355
 OD0355  HISTORY     - Date     Condition        Report By
 OD0355  HISTORY     - 1955     MONUMENTED       CGS
 OD0355  HISTORY     - 1973     GOOD             NGS
 OD0355
 OD0355                          STATION DESCRIPTION
 OD0355
 OD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0355'10.75 MI S FROM FORT TICONDEROGA.
 OD0355'ABOUT 10.75 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0355'THE CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, SET VERTICALLY
 OD0355'IN THE SOUTHEAST FACE OF A ROCK CUT, 2.95 FEET NORTH AND ACROSS THE
 OD0355'TRACKS FROM MILEPOST A91-RP100, 29 FEET NORTHEAST OF THE SOUTHWEST END
 OD0355'OF CUT, 9.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET ABOVE GROUND
 OD0355'AND 1 FOOT ABOVE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0444 ***********************************************************************
 PG0444  DESIGNATION -  D 362
 PG0444  PID         -  PG0444
 PG0444  STATE/COUNTY-  NY/CLINTON
 PG0444  USGS QUAD   -  KEESEVILLE (1966)
 PG0444
 PG0444                         *CURRENT SURVEY CONTROL
 PG0444  ___________________________________________________________________
 PG0444* NAD 83(1986)-  44 35 43.     (N)    073 26 31.     (W)     SCALED    
 PG0444* NAVD 88     -        45.396  (meters)     148.94   (feet)  ADJUSTED  
 PG0444  ___________________________________________________________________
 PG0444  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 PG0444  DYNAMIC HT  -          45.392 (meters)     148.92  (feet)  COMP
 PG0444  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 PG0444
 PG0444  VERT ORDER  -  FIRST     CLASS I
 PG0444
 PG0444.The horizontal coordinates were scaled from a topographic map and have
 PG0444.an estimated accuracy of +/- 6 seconds.
 PG0444
 PG0444.The orthometric height was determined by differential leveling
 PG0444.and adjusted by the National Geodetic Survey in June 1991..
 PG0444
 PG0444.The geoid height was determined by GEOID03.
 PG0444
 PG0444.The dynamic height is computed by dividing the NAVD 88
 PG0444.geopotential number by the normal gravity value computed on the
 PG0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0444.degrees latitude (g = 980.6199 gals.).
 PG0444
 PG0444.The modeled gravity was interpolated from observed gravity values.
 PG0444
 PG0444;                    North         East    Units  Estimated Accuracy
 PG0444;SPC NY E     -   640,450.      234,000.      MT  (+/- 180 meters Scaled)
 PG0444
 PG0444                          SUPERSEDED SURVEY CONTROL
 PG0444
 PG0444  NGVD 29 (??/??/??)   45.533  (m)          149.39   (f) ADJUSTED    1 1
 PG0444
 PG0444.Superseded values are not recommended for survey control.
 PG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0444.See file dsdata.txt to determine how the superseded data were derived.
 PG0444
 PG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ236391(NAD 83)
 PG0444_MARKER: DB = BENCH MARK DISK
 PG0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0444_SP_SET: BRIDGE
 PG0444_STAMPING: D 362 1955
 PG0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0444
 PG0444  HISTORY     - Date     Condition        Report By
 PG0444  HISTORY     - 1955     MONUMENTED       CGS
 PG0444  HISTORY     - 1973     GOOD             NGS
 PG0444  HISTORY     - 1987     GOOD             USPSQD
 PG0444
 PG0444                          STATION DESCRIPTION
 PG0444
 PG0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0444'5.9 MI N FROM PORT KENT.
 PG0444'ABOUT 5.9 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0444'CROSSING WITH STATE HIGHWAY 373 AT PORT KENT, ABOUT 422 YARDS NORTH OF
 PG0444'MILEPOST A 160-RP 31, AT A PRIVATE ROAD PASSING UNDER SHORT RAILROAD
 PG0444'BRIDGE (GREEN ACRES TRAILER COURT AND APPLE ORCHARDS) 6 FEET EAST OF
 PG0444'THE EAST RAIL, SET IN TOP OF EAST END OF NORTH CONCRETE SEAT OF
 PG0444'BRIDGE, 1.4 FEET SOUTH OF SOUTHEAST CORNER OF ABUTMENT 3 FEET BELOW
 PG0444'THE LEVEL OF THE RAILS.
 PG0444
 PG0444                          STATION RECOVERY (1987)
 PG0444
 PG0444'RECOVERY NOTE BY US POWER SQUADRON 1987 (TPM)
 PG0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1257 ***********************************************************************
 PG1257  DESIGNATION -  D 363 RESET 1980
 PG1257  PID         -  PG1257
 PG1257  STATE/COUNTY-  NY/CLINTON
 PG1257  USGS QUAD   -  BEEKMANTOWN (1966)
 PG1257
 PG1257                         *CURRENT SURVEY CONTROL
 PG1257  ___________________________________________________________________
 PG1257* NAD 83(1986)-  44 48 46.     (N)    073 29 52.     (W)     SCALED    
 PG1257* NAVD 88     -        75.66   (meters)     248.2    (feet)  RESET     
 PG1257  ___________________________________________________________________
 PG1257  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 PG1257
 PG1257  VERT ORDER  -  THIRD
 PG1257
 PG1257.The horizontal coordinates were scaled from a topographic map and have
 PG1257.an estimated accuracy of +/- 6 seconds.
 PG1257
 PG1257.The orthometric height was computed from unverified reset data.
 PG1257.No vertical observational check was made to the station.
 PG1257
 PG1257.The geoid height was determined by GEOID03.
 PG1257
 PG1257;                    North         East    Units  Estimated Accuracy
 PG1257;SPC NY E     -   664,560.      229,270.      MT  (+/- 180 meters Scaled)
 PG1257
 PG1257                          SUPERSEDED SURVEY CONTROL
 PG1257
 PG1257  NGVD 29 (??/??/??)   75.765  (m)          248.57   (f) ADJUSTED    ?  
 PG1257
 PG1257.Superseded values are not recommended for survey control.
 PG1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1257.See file dsdata.txt to determine how the superseded data were derived.
 PG1257
 PG1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ187632(NAD 83)
 PG1257_MARKER: DD = SURVEY DISK
 PG1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1257_SP_SET: CONCRETE HEADWALL
 PG1257_STAMPING: D 363 RESET 1980
 PG1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1257
 PG1257  HISTORY     - Date     Condition        Report By
 PG1257  HISTORY     - 1980     MONUMENTED       NGS
 PG1257
 PG1257                          STATION DESCRIPTION
 PG1257
 PG1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 PG1257'WEST CHAZY FROM 0.8 MI SOUTH.
 PG1257'ABOUT 0.8 MILE SOUTH ALONG THE DELEWARE AND HUDSON RAILROAD FROM THE
 PG1257'STATION AT WEST CHAZY, ABOUT 53 YARDS NORTH OF MILE POST A 176-RP 15,
 PG1257'11 FEET WEST OF AND 1.5 FEET LOWER THAN THE TOP OF THE WEST RAIL, IN
 PG1257'THE NORTH WEST CORNER OF A HEADWALL ON THE INLET END OF A CONCRETE
 PG1257'BOX CULVERT UNDER THIS RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0925 ***********************************************************************
 PG0925  DESIGNATION -  D 364
 PG0925  PID         -  PG0925
 PG0925  STATE/COUNTY-  NY/ESSEX
 PG0925  USGS QUAD   -  
 PG0925
 PG0925                         *CURRENT SURVEY CONTROL
 PG0925  ___________________________________________________________________
 PG0925* NAD 83(1986)-  44 16 08.     (N)    073 58 28.     (W)     SCALED    
 PG0925* NAVD 88     -       531.850  (meters)    1744.91   (feet)  ADJUSTED  
 PG0925  ___________________________________________________________________
 PG0925  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 PG0925  DYNAMIC HT  -         531.751 (meters)    1744.59  (feet)  COMP
 PG0925  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 PG0925
 PG0925  VERT ORDER  -  SECOND    CLASS 0
 PG0925
 PG0925.The horizontal coordinates were scaled from a topographic map and have
 PG0925.an estimated accuracy of +/- 6 seconds.
 PG0925
 PG0925.The orthometric height was determined by differential leveling
 PG0925.and adjusted by the National Geodetic Survey in June 1991..
 PG0925
 PG0925.The geoid height was determined by GEOID03.
 PG0925
 PG0925.The dynamic height is computed by dividing the NAVD 88
 PG0925.geopotential number by the normal gravity value computed on the
 PG0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0925.degrees latitude (g = 980.6199 gals.).
 PG0925
 PG0925.The modeled gravity was interpolated from observed gravity values.
 PG0925
 PG0925;                    North         East    Units  Estimated Accuracy
 PG0925;SPC NY E     -   603,770.      191,960.      MT  (+/- 180 meters Scaled)
 PG0925
 PG0925                          SUPERSEDED SURVEY CONTROL
 PG0925
 PG0925  NGVD 29 (??/??/??)  531.939  (m)         1745.20   (f) ADJUSTED    2 0
 PG0925
 PG0925.Superseded values are not recommended for survey control.
 PG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0925.See file dsdata.txt to determine how the superseded data were derived.
 PG0925
 PG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ818022(NAD 83)
 PG0925_MARKER: DB = BENCH MARK DISK
 PG0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0925_SP_SET: WALL
 PG0925_STAMPING: D 364 1955
 PG0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0925
 PG0925  HISTORY     - Date     Condition        Report By
 PG0925  HISTORY     - 1955     MONUMENTED       CGS
 PG0925  HISTORY     - 1963     GOOD             LDA
 PG0925  HISTORY     - 20050429 MARK NOT FOUND   GEOCAC
 PG0925
 PG0925                          STATION DESCRIPTION
 PG0925
 PG0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PG0925'1.35 MI SE FROM LAKE PLACID.
 PG0925'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 86 A FROM THE POST
 PG0925'OFFICE AT LAKE PLACID, ABOUT 0.15 MILE SOUTHEAST OF CITY LIMITS SIGN,
 PG0925'SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE WALL AROUND A DROP
 PG0925'INLET CATCH BASIN, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 PG0925'HIGHWAY, 62 1/2 FEET NORTHWEST OF TELEPHONE CABLE POLE NO. 7, 35 1/2
 PG0925'FEET SOUTH OF THE SOUTH CORNER OF THE RESTAURANT AND OFFICE BUILDING
 PG0925'AT PLACID MOTEL, 52 3/4 FEET SOUTHWEST OF THE WEST CORNER OF FLAG
 PG0925'STONE PAVED AREA AROUND SWIMMING POOL AND ABOUT 1/2 FOOT BELOW THE
 PG0925'LEVEL OF THE HIGHWAY.
 PG0925
 PG0925                          STATION RECOVERY (1963)
 PG0925
 PG0925'RECOVERY NOTE BY L DICKERSON ASSOC 1963
 PG0925'RECOVERED IN GOOD CONDITION.
 PG0925
 PG0925                          STATION RECOVERY (2005)
 PG0925
 PG0925'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 PG0925'NOT RECOVERED, NOT FOUND.  DROP INLET HAS BEEN UPGRADED TO CATCH
 PG0925'BASIN.
 PG0925'CONCRETE WALL AROUND DROP INLET AREA IS NOW GONE AS IS THE FLAG STONE
 PG0925'PAVED AREA AND SWIMMING POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0868 ***********************************************************************
 OE0868  DESIGNATION -  D 365
 OE0868  PID         -  OE0868
 OE0868  STATE/COUNTY-  NY/ONEIDA
 OE0868  USGS QUAD   -  NORTH WESTERN (1980)
 OE0868
 OE0868                         *CURRENT SURVEY CONTROL
 OE0868  ___________________________________________________________________
 OE0868* NAD 83(1986)-  43 20 19.     (N)    075 16 25.     (W)     SCALED    
 OE0868* NAVD 88     -       415.684  (meters)    1363.79   (feet)  ADJUSTED  
 OE0868  ___________________________________________________________________
 OE0868  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 OE0868  DYNAMIC HT  -         415.572 (meters)    1363.42  (feet)  COMP
 OE0868  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 OE0868
 OE0868  VERT ORDER  -  SECOND    CLASS 0
 OE0868
 OE0868.The horizontal coordinates were scaled from a topographic map and have
 OE0868.an estimated accuracy of +/- 6 seconds.
 OE0868
 OE0868.The orthometric height was determined by differential leveling
 OE0868.and adjusted by the National Geodetic Survey in June 1991..
 OE0868
 OE0868.The geoid height was determined by GEOID03.
 OE0868
 OE0868.The dynamic height is computed by dividing the NAVD 88
 OE0868.geopotential number by the normal gravity value computed on the
 OE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0868.degrees latitude (g = 980.6199 gals.).
 OE0868
 OE0868.The modeled gravity was interpolated from observed gravity values.
 OE0868
 OE0868;                    North         East    Units  Estimated Accuracy
 OE0868;SPC NY C     -   371,620.      356,200.      MT  (+/- 180 meters Scaled)
 OE0868
 OE0868                          SUPERSEDED SURVEY CONTROL
 OE0868
 OE0868  NGVD 29 (??/??/92)  415.792  (m)         1364.14   (f) ADJ UNCH    2 0
 OE0868
 OE0868.Superseded values are not recommended for survey control.
 OE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0868.See file dsdata.txt to determine how the superseded data were derived.
 OE0868
 OE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN778984(NAD 83)
 OE0868_MARKER: DB = BENCH MARK DISK
 OE0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0868_SP_SET: CULVERT
 OE0868_STAMPING: D 365 1956
 OE0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0868
 OE0868  HISTORY     - Date     Condition        Report By
 OE0868  HISTORY     - 1956     MONUMENTED       CGS
 OE0868
 OE0868                          STATION DESCRIPTION
 OE0868
 OE0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OE0868'7.05 MI NE FROM WESTERNVILLE.
 OE0868'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE SCHOOL AT
 OE0868'WESTERNVILLE, THENCE ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 46A,
 OE0868'THENCE ABOUT 1.35 MILE NORTH ALONG A BLACK TOP ROAD, ABOUT 1.35 MILES
 OE0868'NORTH OF CROSSROADS AT STEUBEN, AT THE INTERSECTION OF AN EAST-WEST
 OE0868'ROAD, IN THE TOP OF THE NORTH HEAD WALL OF A 2 1/2-FOOT CONCRETE BOX
 OE0868'CULVERT UNDER BLACK TOP ROAD LEADING EAST, 18 FEET NORTH OF CENTER
 OE0868'LINE OF ROAD EAST, 219 FEET EAST OF CENTER OF ROAD INTERSECTION AND
 OE0868'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1461 ***********************************************************************
 KU1461  DESIGNATION -  D 37
 KU1461  PID         -  KU1461
 KU1461  STATE/COUNTY-  NY/NASSAU
 KU1461  USGS QUAD   -  LYNBROOK (1969)
 KU1461
 KU1461                         *CURRENT SURVEY CONTROL
 KU1461  ___________________________________________________________________
 KU1461* NAD 83(1986)-  40 39 18.     (N)    073 40 18.     (W)     SCALED    
 KU1461* NAVD 88     -         5.999  (meters)      19.68   (feet)  ADJUSTED  
 KU1461  ___________________________________________________________________
 KU1461  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KU1461  DYNAMIC HT  -           5.996 (meters)      19.67  (feet)  COMP
 KU1461  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 KU1461
 KU1461  VERT ORDER  -  SECOND    CLASS 0
 KU1461
 KU1461.The horizontal coordinates were scaled from a topographic map and have
 KU1461.an estimated accuracy of +/- 6 seconds.
 KU1461
 KU1461.The orthometric height was determined by differential leveling
 KU1461.and adjusted by the National Geodetic Survey in June 1991..
 KU1461
 KU1461.The geoid height was determined by GEOID03.
 KU1461
 KU1461.The dynamic height is computed by dividing the NAVD 88
 KU1461.geopotential number by the normal gravity value computed on the
 KU1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1461.degrees latitude (g = 980.6199 gals.).
 KU1461
 KU1461.The modeled gravity was interpolated from observed gravity values.
 KU1461
 KU1461;                    North         East    Units  Estimated Accuracy
 KU1461;SPC NY L     -    54,280.      327,770.      MT  (+/- 180 meters Scaled)
 KU1461
 KU1461                          SUPERSEDED SURVEY CONTROL
 KU1461
 KU1461  NGVD 29 (??/??/92)    6.341  (m)           20.80   (f) ADJ UNCH    2 0
 KU1461
 KU1461.Superseded values are not recommended for survey control.
 KU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1461.See file dsdata.txt to determine how the superseded data were derived.
 KU1461
 KU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL122013(NAD 83)
 KU1461_MARKER: DB = BENCH MARK DISK
 KU1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1461_SP_SET: STEP
 KU1461_STAMPING: 20.846 D 37 1932
 KU1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1461
 KU1461  HISTORY     - Date     Condition        Report By
 KU1461  HISTORY     - 1932     MONUMENTED       CGS
 KU1461  HISTORY     - 1956     GOOD             NGS
 KU1461
 KU1461                          STATION DESCRIPTION
 KU1461
 KU1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU1461'AT LYNBROOK.
 KU1461'AT LYNBROOK, NASSAU COUNTY, AT THE NORTHWEST CORNER OF THE
 KU1461'INTERSECTION OF SUNRISE HIGHWAY (STATE HIGHWAY 27) AND ATLANTIC
 KU1461'AVENUE, 38 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, 10 FEET
 KU1461'WEST OF THE WEST CURB OF THE AVENUE, 65 FEET SOUTH OF THE SOUTH
 KU1461'SIDE OF A CONCRETE PIER OF THE OVERHEAD CROSSING OF THE LONG
 KU1461'ISLAND RAILROAD, ON THE EAST SIDE OF THE PEOPLES NATIONAL BANK
 KU1461'AND TRUST CO. BUILDING, IN THE STEP UNDER THE NORTH WINDOW, AND
 KU1461'6.5 INCHES HIGHER THAN THE SIDEWALK.
 KU1461
 KU1461                          STATION RECOVERY (1956)
 KU1461
 KU1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0234 ***********************************************************************
 KU0234  DESIGNATION -  D 371
 KU0234  PID         -  KU0234
 KU0234  STATE/COUNTY-  NY/SUFFOLK
 KU0234  USGS QUAD   -  EASTPORT (1956)
 KU0234
 KU0234                         *CURRENT SURVEY CONTROL
 KU0234  ___________________________________________________________________
 KU0234* NAD 83(1986)-  40 49 26.     (N)    072 38 48.     (W)     SCALED    
 KU0234* NAVD 88     -        10.083  (meters)      33.08   (feet)  ADJUSTED  
 KU0234  ___________________________________________________________________
 KU0234  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU0234  DYNAMIC HT  -          10.079 (meters)      33.07  (feet)  COMP
 KU0234  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 KU0234
 KU0234  VERT ORDER  -  SECOND    CLASS 0
 KU0234
 KU0234.The horizontal coordinates were scaled from a topographic map and have
 KU0234.an estimated accuracy of +/- 6 seconds.
 KU0234
 KU0234.The orthometric height was determined by differential leveling
 KU0234.and adjusted by the National Geodetic Survey in June 1991..
 KU0234
 KU0234.The geoid height was determined by GEOID03.
 KU0234
 KU0234.The dynamic height is computed by dividing the NAVD 88
 KU0234.geopotential number by the normal gravity value computed on the
 KU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0234.degrees latitude (g = 980.6199 gals.).
 KU0234
 KU0234.The modeled gravity was interpolated from observed gravity values.
 KU0234
 KU0234;                    North         East    Units  Estimated Accuracy
 KU0234;SPC NY L     -    73,860.      414,160.      MT  (+/- 180 meters Scaled)
 KU0234
 KU0234                          SUPERSEDED SURVEY CONTROL
 KU0234
 KU0234  NGVD 29 (??/??/92)   10.371  (m)           34.03   (f) ADJ UNCH    2 0
 KU0234
 KU0234.Superseded values are not recommended for survey control.
 KU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0234.See file dsdata.txt to determine how the superseded data were derived.
 KU0234
 KU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL984218(NAD 83)
 KU0234_MARKER: DB = BENCH MARK DISK
 KU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0234_STAMPING: D 371 1956
 KU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0234+STABILITY: SURFACE MOTION
 KU0234
 KU0234  HISTORY     - Date     Condition        Report By
 KU0234  HISTORY     - 1956     MONUMENTED       CGS
 KU0234  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0234  HISTORY     - 19950201 GOOD             USPSQD
 KU0234
 KU0234                          STATION DESCRIPTION
 KU0234
 KU0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0234'0.7 MI SE FROM WESTHAMPTON.
 KU0234'0.3 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0234'AT WESTHAMPTON, THENCE 0.4 MILE SOUTH ALONG OAK STREET, 0.15 MILE
 KU0234'NORTH OF INTERSECTION OF STATE HIGHWAY NO. 27 AND OAK STREET, 29
 KU0234'FEET EAST OF CENTERLINE OF OAK STREET, 9.5 FEET NORTH-NORTHEAST
 KU0234'OF FIRE PLUG, 3.5 FEET SOUTHEAST OF POWER POLE NO. 8A, 2 FEET
 KU0234'WEST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST PROJECTING
 KU0234'2 INCHES.
 KU0234
 KU0234                          STATION RECOVERY (1986)
 KU0234
 KU0234'RECOVERY NOTE BY US POWER SQUADRON 1986 (NH)
 KU0234'MARK NOT FOUND.
 KU0234
 KU0234                          STATION RECOVERY (1995)
 KU0234
 KU0234'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0122 ***********************************************************************
 KU0122  DESIGNATION -  D 372
 KU0122  PID         -  KU0122
 KU0122  STATE/COUNTY-  NY/SUFFOLK
 KU0122  USGS QUAD   -  EAST HAMPTON (1976)
 KU0122
 KU0122                         *CURRENT SURVEY CONTROL
 KU0122  ___________________________________________________________________
 KU0122* NAD 83(1986)-  40 59 58.     (N)    072 12 46.     (W)     SCALED    
 KU0122* NAVD 88     -        13.763  (meters)      45.15   (feet)  ADJUSTED  
 KU0122  ___________________________________________________________________
 KU0122  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU0122  DYNAMIC HT  -          13.757 (meters)      45.13  (feet)  COMP
 KU0122  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 KU0122
 KU0122  VERT ORDER  -  SECOND    CLASS 0
 KU0122
 KU0122.The horizontal coordinates were scaled from a topographic map and have
 KU0122.an estimated accuracy of +/- 6 seconds.
 KU0122
 KU0122.The orthometric height was determined by differential leveling
 KU0122.and adjusted by the National Geodetic Survey in June 1991..
 KU0122
 KU0122.The geoid height was determined by GEOID03.
 KU0122
 KU0122.The dynamic height is computed by dividing the NAVD 88
 KU0122.geopotential number by the normal gravity value computed on the
 KU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0122.degrees latitude (g = 980.6199 gals.).
 KU0122
 KU0122.The modeled gravity was interpolated from observed gravity values.
 KU0122
 KU0122;                    North         East    Units  Estimated Accuracy
 KU0122;SPC NY L     -    94,010.      450,360.      MT  (+/- 180 meters Scaled)
 KU0122
 KU0122                          SUPERSEDED SURVEY CONTROL
 KU0122
 KU0122  NGVD 29 (??/??/92)   14.046  (m)           46.08   (f) ADJ UNCH    2 0
 KU0122
 KU0122.Superseded values are not recommended for survey control.
 KU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0122.See file dsdata.txt to determine how the superseded data were derived.
 KU0122
 KU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL344424(NAD 83)
 KU0122_MARKER: DB = BENCH MARK DISK
 KU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0122_STAMPING: D 372 1956
 KU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0122+STABILITY: SURFACE MOTION
 KU0122
 KU0122  HISTORY     - Date     Condition        Report By
 KU0122  HISTORY     - 1956     MONUMENTED       CGS
 KU0122  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 KU0122
 KU0122                          STATION DESCRIPTION
 KU0122
 KU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0122'6.5 MI NW FROM EAST HAMPTON.
 KU0122'0.6 MILE SOUTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 KU0122'EAST HAMPTON, THENCE 1.9 MILE WEST ALONG STATE HIGHWAY 114,
 KU0122'THENCE 0.9 MILE NORTH ALONG OIL ROAD, THENCE 1.1 MILE EAST ALONG
 KU0122'OIL ROAD, THENCE 2 MILES NORTH ALONG OIL ROAD, 63 FEET SOUTHEAST
 KU0122'OF THE END GUARD RAIL FENCE POST AROUND A CURVE IN ROAD, 23
 KU0122'FEET EAST OF THE CENTERLINE OF ROAD, 7 FEET SOUTH OF A ROAD
 KU0122'RIGHT-OF-WAY MARKER, 2 FEET ABOVE THE LEVEL OF ROAD, 3 FEET
 KU0122'NORTH OF A WHITE WITNESS POST, SET IN TOP OF A CONCRETE POST
 KU0122'PROJECTING 3 INCHES.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED
 KU0122'FROM THE POST OFFICE AT EAST HAMPTON BY GOING 0.6 MILE NORTH ALONG
 KU0122'THREE MILE HARBOR ROAD, THENCE 0.9 MILE WEST, AND 2.0 MILES
 KU0122'NORTHWEST ALONG OILED ROADS.
 KU0122
 KU0122                          STATION RECOVERY (2003)
 KU0122
 KU0122'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0122'OIL ROAD HAS BEEN BLACKTOPPED AND RIGHT OF WAY HAS BEEN WIDENED TO 30
 KU0122'FEET FROM CENTERLINE OR ROAD.  NAME OF ROAD IS HANDS CREEK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0292 ***********************************************************************
 LX0292  DESIGNATION -  D 373
 LX0292  PID         -  LX0292
 LX0292  STATE/COUNTY-  NY/SUFFOLK
 LX0292  USGS QUAD   -  GREENPORT (1956)
 LX0292
 LX0292                         *CURRENT SURVEY CONTROL
 LX0292  ___________________________________________________________________
 LX0292* NAD 83(1986)-  41 04 30.     (N)    072 21 21.     (W)     SCALED    
 LX0292* NAVD 88     -         6.070  (meters)      19.91   (feet)  ADJUSTED  
 LX0292  ___________________________________________________________________
 LX0292  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 LX0292  DYNAMIC HT  -           6.068 (meters)      19.91  (feet)  COMP
 LX0292  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 LX0292
 LX0292  VERT ORDER  -  SECOND    CLASS 0
 LX0292
 LX0292.The horizontal coordinates were scaled from a topographic map and have
 LX0292.an estimated accuracy of +/- 6 seconds.
 LX0292
 LX0292.The orthometric height was determined by differential leveling
 LX0292.and adjusted by the National Geodetic Survey in June 1991..
 LX0292
 LX0292.The geoid height was determined by GEOID03.
 LX0292
 LX0292.The dynamic height is computed by dividing the NAVD 88
 LX0292.geopotential number by the normal gravity value computed on the
 LX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0292.degrees latitude (g = 980.6199 gals.).
 LX0292
 LX0292.The modeled gravity was interpolated from observed gravity values.
 LX0292
 LX0292;                    North         East    Units  Estimated Accuracy
 LX0292;SPC NY L     -   102,170.      438,170.      MT  (+/- 180 meters Scaled)
 LX0292
 LX0292                          SUPERSEDED SURVEY CONTROL
 LX0292
 LX0292  NGVD 29 (??/??/92)    6.358  (m)           20.86   (f) ADJ UNCH    2 0
 LX0292
 LX0292.Superseded values are not recommended for survey control.
 LX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0292.See file dsdata.txt to determine how the superseded data were derived.
 LX0292
 LX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL221504(NAD 83)
 LX0292_MARKER: DB = BENCH MARK DISK
 LX0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0292_STAMPING: D 373 1956
 LX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0292+STABILITY: SURFACE MOTION
 LX0292
 LX0292  HISTORY     - Date     Condition        Report By
 LX0292  HISTORY     - 1956     MONUMENTED       CGS
 LX0292
 LX0292                          STATION DESCRIPTION
 LX0292
 LX0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LX0292'1.2 MI NW FROM SHELTER ISLAND.
 LX0292'0.95 MILE NORTHWEST ALONG STATE HIGHWAY NO. 114 FROM THE TOWN
 LX0292'HALL AT SHELTER ISLAND, THENCE 0.3 MILE WEST ALONG ROAD LEADING
 LX0292'TO SHELTER ISLAND HOUSE, AT THE INTERSECTION OF ROAD LEADING
 LX0292'TO SHELTER ISLAND HOUSE, AND MENANTIC ROAD, 33 FEET EAST OF THE
 LX0292'CENTERLINE OF MENANTIC ROAD, 22 FEET NORTH OF THE CENTERLINE
 LX0292'OF ROAD LEADING TO SHELTER ISLAND HOUSE, 3.4 FEET NORTH OF POLE
 LX0292'NO. 50, 2.4 FEET WEST OF A WITNESS POST, SET IN TOP OF A CONCRETE
 LX0292'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0183 ***********************************************************************
 KU0183  DESIGNATION -  D 374
 KU0183  PID         -  KU0183
 KU0183  STATE/COUNTY-  NY/SUFFOLK
 KU0183  USGS QUAD   -  MORICHES (1967)
 KU0183
 KU0183                         *CURRENT SURVEY CONTROL
 KU0183  ___________________________________________________________________
 KU0183* NAD 83(1986)-  40 48 44.     (N)    072 51 37.     (W)     SCALED    
 KU0183* NAVD 88     -        18.403  (meters)      60.38   (feet)  ADJUSTED  
 KU0183  ___________________________________________________________________
 KU0183  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU0183  DYNAMIC HT  -          18.396 (meters)      60.35  (feet)  COMP
 KU0183  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 KU0183
 KU0183  VERT ORDER  -  SECOND    CLASS 0
 KU0183
 KU0183.This mark is at Brookhaven Airport (HWV)
 KU0183
 KU0183.The horizontal coordinates were scaled from a topographic map and have
 KU0183.an estimated accuracy of +/- 6 seconds.
 KU0183
 KU0183.The orthometric height was determined by differential leveling
 KU0183.and adjusted by the National Geodetic Survey in June 1991..
 KU0183
 KU0183.The geoid height was determined by GEOID03.
 KU0183
 KU0183.The dynamic height is computed by dividing the NAVD 88
 KU0183.geopotential number by the normal gravity value computed on the
 KU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0183.degrees latitude (g = 980.6199 gals.).
 KU0183
 KU0183.The modeled gravity was interpolated from observed gravity values.
 KU0183
 KU0183;                    North         East    Units  Estimated Accuracy
 KU0183;SPC NY L     -    72,310.      396,160.      MT  (+/- 180 meters Scaled)
 KU0183
 KU0183                          SUPERSEDED SURVEY CONTROL
 KU0183
 KU0183  NGVD 29 (??/??/92)   18.723  (m)           61.43   (f) ADJ UNCH    2 0
 KU0183
 KU0183.Superseded values are not recommended for survey control.
 KU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0183.See file dsdata.txt to determine how the superseded data were derived.
 KU0183
 KU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL804201(NAD 83)
 KU0183_MARKER: DB = BENCH MARK DISK
 KU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0183_STAMPING: D 374 1956
 KU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0183+STABILITY: SURFACE MOTION
 KU0183
 KU0183  HISTORY     - Date     Condition        Report By
 KU0183  HISTORY     - 1956     MONUMENTED       CGS
 KU0183
 KU0183                          STATION DESCRIPTION
 KU0183
 KU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0183'2 MI NW FROM MASTIC.
 KU0183'1.1 MILE WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0183'AT MASTIC, THENCE 0.2 MILE NORTH ALONG VAN BUREN STREET, THENCE
 KU0183'0.05 MILE EAST ALONG STATE HIGHWAY NO. 27, THENCE 0.65 MILE
 KU0183'NORTH ALONG PARK AVENUE, AT THE MASTIC AIR PORT, AT THE JUNCTION
 KU0183'OF A T-ROAD LEADING SOUTHEAST, AT THE NORTHEAST CORNER OF
 KU0183'INTERSECTION, 42 FEET EAST OF THE CENTERLINE OF PARK AVENUE,
 KU0183'17.6 FEET NORTHEAST OF THE CENTERLINE OF T-ROAD, 3.6 FEET
 KU0183'NORTHEAST OF POWER POLE NO. 26, 2 FEET NORTHWEST OF A WITNESS
 KU0183'POST, SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0736 ***********************************************************************
 KU0736  DESIGNATION -  D 375
 KU0736  PID         -  KU0736
 KU0736  STATE/COUNTY-  NY/SUFFOLK
 KU0736  USGS QUAD   -  SAYVILLE (1976)
 KU0736
 KU0736                         *CURRENT SURVEY CONTROL
 KU0736  ___________________________________________________________________
 KU0736* NAD 83(1986)-  40 39 48.     (N)    073 04 26.     (W)     SCALED    
 KU0736* NAVD 88     -         3.557  (meters)      11.67   (feet)  ADJUSTED  
 KU0736  ___________________________________________________________________
 KU0736  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU0736  DYNAMIC HT  -           3.556 (meters)      11.67  (feet)  COMP
 KU0736  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 KU0736
 KU0736  VERT ORDER  -  SECOND    CLASS 0
 KU0736
 KU0736.The horizontal coordinates were scaled from a topographic map and have
 KU0736.an estimated accuracy of +/- 6 seconds.
 KU0736
 KU0736.The orthometric height was determined by differential leveling
 KU0736.and adjusted by the National Geodetic Survey in June 1991..
 KU0736
 KU0736.The geoid height was determined by GEOID03.
 KU0736
 KU0736.The dynamic height is computed by dividing the NAVD 88
 KU0736.geopotential number by the normal gravity value computed on the
 KU0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0736.degrees latitude (g = 980.6199 gals.).
 KU0736
 KU0736.The modeled gravity was interpolated from observed gravity values.
 KU0736
 KU0736;                    North         East    Units  Estimated Accuracy
 KU0736;SPC NY L     -    55,570.      378,310.      MT  (+/- 180 meters Scaled)
 KU0736
 KU0736                          SUPERSEDED SURVEY CONTROL
 KU0736
 KU0736  NGVD 29 (??/??/92)    3.89   (m)           12.8    (f) COMPUTED    2 0
 KU0736
 KU0736.Superseded values are not recommended for survey control.
 KU0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0736.See file dsdata.txt to determine how the superseded data were derived.
 KU0736
 KU0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL628031(NAD 83)
 KU0736_MARKER: DB = BENCH MARK DISK
 KU0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0736_SP_SET: CON FOUNDATION
 KU0736_STAMPING: D 375 1956
 KU0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0736
 KU0736  HISTORY     - Date     Condition        Report By
 KU0736  HISTORY     - 1956     MONUMENTED       CGS
 KU0736  HISTORY     - 1962     GOOD             NGS
 KU0736
 KU0736                          STATION DESCRIPTION
 KU0736
 KU0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KU0736'4.2 MI W FROM DAVIS PARK.
 KU0736'1.0 MILE WEST ON DUNE ROAD FROM THE DAVIS PARK POST OFFICE,
 KU0736'CONTINUE ON WEST ALONG THE BEACH FOR 2.15 MILES AND THEN
 KU0736'ANOTHER MILE WEST ON DUNE ROAD TO THE SITE OF THE OLD LONE HILL
 KU0736'COAST GUARD STATION.  THE DISK IS SET IN A DRILLED HOLE IN THE
 KU0736'NORTHEAST CONCRETE FOUNDATION OF THE OLD LONE HILL COAST GUARD
 KU0736'STATION AND IT IS STAMPED D 375 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0719 ***********************************************************************
 KU0719  DESIGNATION -  D 376
 KU0719  PID         -  KU0719
 KU0719  STATE/COUNTY-  NY/SUFFOLK
 KU0719  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0719
 KU0719                         *CURRENT SURVEY CONTROL
 KU0719  ___________________________________________________________________
 KU0719* NAD 83(1986)-  40 38 29.     (N)    073 15 17.     (W)     SCALED    
 KU0719* NAVD 88     -         2.144  (meters)       7.03   (feet)  ADJUSTED  
 KU0719  ___________________________________________________________________
 KU0719  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU0719  DYNAMIC HT  -           2.143 (meters)       7.03  (feet)  COMP
 KU0719  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 KU0719
 KU0719  VERT ORDER  -  SECOND    CLASS 0
 KU0719
 KU0719.The horizontal coordinates were scaled from a topographic map and have
 KU0719.an estimated accuracy of +/- 6 seconds.
 KU0719
 KU0719.The orthometric height was determined by differential leveling
 KU0719.and adjusted by the National Geodetic Survey in June 1991..
 KU0719
 KU0719.The geoid height was determined by GEOID03.
 KU0719
 KU0719.The dynamic height is computed by dividing the NAVD 88
 KU0719.geopotential number by the normal gravity value computed on the
 KU0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0719.degrees latitude (g = 980.6199 gals.).
 KU0719
 KU0719.The modeled gravity was interpolated from observed gravity values.
 KU0719
 KU0719;                    North         East    Units  Estimated Accuracy
 KU0719;SPC NY L     -    52,980.      363,040.      MT  (+/- 180 meters Scaled)
 KU0719
 KU0719                          SUPERSEDED SURVEY CONTROL
 KU0719
 KU0719  NGVD 29 (??/??/92)    2.500  (m)            8.20   (f) ADJ UNCH    2 0
 KU0719
 KU0719.Superseded values are not recommended for survey control.
 KU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0719.See file dsdata.txt to determine how the superseded data were derived.
 KU0719
 KU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL475004(NAD 83)
 KU0719_MARKER: DB = BENCH MARK DISK
 KU0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0719_SP_SET: BUILDING
 KU0719_STAMPING: D 376 1956
 KU0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0719
 KU0719  HISTORY     - Date     Condition        Report By
 KU0719  HISTORY     - 1956     MONUMENTED       CGS
 KU0719  HISTORY     - 1985     GOOD             USPSQD
 KU0719  HISTORY     - 1989     GOOD             USPSQD
 KU0719  HISTORY     - 20020827 GOOD             USPSQD
 KU0719
 KU0719                          STATION DESCRIPTION
 KU0719
 KU0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0719'7.6 MI SW FROM BAYSHORE.
 KU0719'2 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0719'AT BAYSHORE, THENCE 5.55 MILES SOUTH ALONG THE PARKWAY, AT THE
 KU0719'CAPTREE STATE PARK, SET VERTICALLY IN THE SOUTH FACE AND AT
 KU0719'THE SOUTHWEST CORNER OF THE CAPTREE CONCESSION BUILDING, 1 FOOT
 KU0719'EAST OF THE SOUTHWEST CORNER OF BUILDING AND 2 FEET ABOVE THE
 KU0719'CONCRETE SIDEWALK.
 KU0719
 KU0719                          STATION RECOVERY (1985)
 KU0719
 KU0719'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0719'REVISE DESC. SET VERITICALLY IN THE SOUTH FACE OF THE CAPTREE
 KU0719'CONCESSION BUILDING, 1 FOOT EAST OF BREEZWAY, 60 FEET EAST OF THE
 KU0719'SOUTHWEST CORNER OF BUILDING AND 2 FEET ABOVE THE SIDEWALK. NOTE: AN
 KU0719'ADDITION WAS BUILT TO THE WEST OF THE ORIGINAL BUILDING.0
 KU0719
 KU0719                          STATION RECOVERY (1989)
 KU0719
 KU0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 KU0719'RECOVERED IN GOOD CONDITION.
 KU0719
 KU0719                          STATION RECOVERY (2002)
 KU0719
 KU0719'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 KU0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1553 ***********************************************************************
 KU1553  DESIGNATION -  D 377
 KU1553  PID         -  KU1553
 KU1553  STATE/COUNTY-  NY/NASSAU
 KU1553  USGS QUAD   -  JONES INLET (1975)
 KU1553
 KU1553                         *CURRENT SURVEY CONTROL
 KU1553  ___________________________________________________________________
 KU1553* NAD 83(1986)-  40 36 39.     (N)    073 32 55.     (W)     SCALED    
 KU1553* NAVD 88     -         2.803  (meters)       9.20   (feet)  ADJUSTED  
 KU1553  ___________________________________________________________________
 KU1553  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU1553  DYNAMIC HT  -           2.801 (meters)       9.19  (feet)  COMP
 KU1553  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 KU1553
 KU1553  VERT ORDER  -  SECOND    CLASS 0
 KU1553
 KU1553.The horizontal coordinates were scaled from a topographic map and have
 KU1553.an estimated accuracy of +/- 6 seconds.
 KU1553
 KU1553.The orthometric height was determined by differential leveling
 KU1553.and adjusted by the National Geodetic Survey in June 1991..
 KU1553
 KU1553.The geoid height was determined by GEOID03.
 KU1553
 KU1553.The dynamic height is computed by dividing the NAVD 88
 KU1553.geopotential number by the normal gravity value computed on the
 KU1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1553.degrees latitude (g = 980.6199 gals.).
 KU1553
 KU1553.The modeled gravity was interpolated from observed gravity values.
 KU1553
 KU1553;                    North         East    Units  Estimated Accuracy
 KU1553;SPC NY L     -    49,420.      338,200.      MT  (+/- 180 meters Scaled)
 KU1553
 KU1553                          SUPERSEDED SURVEY CONTROL
 KU1553
 KU1553  NGVD 29 (??/??/92)    3.152  (m)           10.34   (f) ADJ UNCH    2 0
 KU1553
 KU1553.Superseded values are not recommended for survey control.
 KU1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1553.See file dsdata.txt to determine how the superseded data were derived.
 KU1553
 KU1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK227965(NAD 83)
 KU1553_MARKER: DB = BENCH MARK DISK
 KU1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1553_SP_SET: CAUSEWAY
 KU1553_STAMPING: D 377 1956
 KU1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1553
 KU1553  HISTORY     - Date     Condition        Report By
 KU1553  HISTORY     - 1956     MONUMENTED       CGS
 KU1553  HISTORY     - 1990     POOR             USPSQD
 KU1553
 KU1553                          STATION DESCRIPTION
 KU1553
 KU1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1553'4.6 MI SE FROM FREEPORT.
 KU1553'1.0 MILE EAST ALONG SUNRISE HIGHWAY (STATE HIGHWAY 27) FROM THE
 KU1553'LONG ISLAND RAILROAD STATION AT FREEPORT, NASSAU COUNTY, THENCE
 KU1553'3.55 MILES SOUTH ALONG MEADOWBROOK STATE PARKWAY, 2.85 MILES
 KU1553'NORTHWEST OF THE WATER TOWER AT JONES BEACH, 0.15 MILE SOUTH OF
 KU1553'A TOLLGATE, IN THE NORTH SIDE OF THE CURVED CONCRETE OF THE
 KU1553'UNDERPASS FOR THE MEADOWBROOK CAUSEWAY, ON THE WEST SIDE OF THE
 KU1553'CAUSEWAY, AND 2 FEET ABOVE THE GROUND.
 KU1553
 KU1553                          STATION RECOVERY (1990)
 KU1553
 KU1553'RECOVERY NOTE BY US POWER SQUADRON 1990 (DSB)
 KU1553'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0639 ***********************************************************************
 KU0639  DESIGNATION -  D 378
 KU0639  PID         -  KU0639
 KU0639  STATE/COUNTY-  NY/SUFFOLK
 KU0639  USGS QUAD   -  AMITYVILLE (1979)
 KU0639
 KU0639                         *CURRENT SURVEY CONTROL
 KU0639  ___________________________________________________________________
 KU0639* NAD 83(1986)-  40 42 41.     (N)    073 24 07.     (W)     SCALED    
 KU0639* NAVD 88     -        16.210  (meters)      53.18   (feet)  ADJUSTED  
 KU0639  ___________________________________________________________________
 KU0639  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU0639  DYNAMIC HT  -          16.204 (meters)      53.16  (feet)  COMP
 KU0639  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 KU0639
 KU0639  VERT ORDER  -  SECOND    CLASS 0
 KU0639
 KU0639.The horizontal coordinates were scaled from a topographic map and have
 KU0639.an estimated accuracy of +/- 6 seconds.
 KU0639
 KU0639.The orthometric height was determined by differential leveling
 KU0639.and adjusted by the National Geodetic Survey in June 1991..
 KU0639
 KU0639.The geoid height was determined by GEOID03.
 KU0639
 KU0639.The dynamic height is computed by dividing the NAVD 88
 KU0639.geopotential number by the normal gravity value computed on the
 KU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0639.degrees latitude (g = 980.6199 gals.).
 KU0639
 KU0639.The modeled gravity was interpolated from observed gravity values.
 KU0639
 KU0639;                    North         East    Units  Estimated Accuracy
 KU0639;SPC NY L     -    60,660.      350,540.      MT  (+/- 180 meters Scaled)
 KU0639
 KU0639                          SUPERSEDED SURVEY CONTROL
 KU0639
 KU0639  NGVD 29 (??/??/92)   16.580  (m)           54.40   (f) ADJ UNCH    2 0
 KU0639
 KU0639.Superseded values are not recommended for survey control.
 KU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0639.See file dsdata.txt to determine how the superseded data were derived.
 KU0639
 KU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL349079(NAD 83)
 KU0639_MARKER: DB = BENCH MARK DISK
 KU0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0639_STAMPING: D 378 1956
 KU0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0639+STABILITY: SURFACE MOTION
 KU0639
 KU0639  HISTORY     - Date     Condition        Report By
 KU0639  HISTORY     - 1956     MONUMENTED       CGS
 KU0639  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0639  HISTORY     - 20040823 MARK NOT FOUND   USPSQD
 KU0639
 KU0639                          STATION DESCRIPTION
 KU0639
 KU0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0639'0.2 MI N FROM AMITYVILLE.
 KU0639'0.25 MILE NORTH ALONG BROADWAY FROM THE MUNICIPAL BUILDING AT
 KU0639'AMITYVILLE, SUFFOLK COUNTY, THENCE 2.1 MILES NORTHEAST ALONG
 KU0639'ALBANY AVENUE, AT THE MAIN ENTRANCE TO ZAHNS AIRPORT, 65 YARDS
 KU0639'WEST OF THE OPERATION OFFICE BUILDING, 117 FEET EAST OF THE
 KU0639'CENTERLINE OF ALBANY AVENUE, 36 FEET NORTH OF THE CENTERLINE OF
 KU0639'THE DRIVEWAY LEADING TO THE OFFICE BUILDING, 10.7 FEET EAST OF
 KU0639'THE SOUTHEAST CORNER OF A QUONSET-TYPE HANGAR, 0.5 FOOT SOUTH
 KU0639'OF A WIRE FENCE, AND 4 FEET WEST OF A WHITE WOODEN WITNESS POST.
 KU0639'A STANDARD DISK, STAMPED D 378 1956 AND SET IN THE TOP OF A
 KU0639'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 KU0639
 KU0639                          STATION RECOVERY (1985)
 KU0639
 KU0639'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0639'MARK NOT FOUND.
 KU0639
 KU0639                          STATION RECOVERY (2004)
 KU0639
 KU0639'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1179 ***********************************************************************
 PG1179  DESIGNATION -  D 379
 PG1179  PID         -  PG1179
 PG1179  STATE/COUNTY-  NY/CLINTON
 PG1179  USGS QUAD   -  REDFORD (1968)
 PG1179
 PG1179                         *CURRENT SURVEY CONTROL
 PG1179  ___________________________________________________________________
 PG1179* NAD 83(1986)-  44 35 51.     (N)    073 50 30.     (W)     SCALED    
 PG1179* NAVD 88     -       344.914  (meters)    1131.61   (feet)  ADJUSTED  
 PG1179  ___________________________________________________________________
 PG1179  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PG1179  DYNAMIC HT  -         344.873 (meters)    1131.47  (feet)  COMP
 PG1179  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PG1179
 PG1179  VERT ORDER  -  SECOND    CLASS 0
 PG1179
 PG1179.The horizontal coordinates were scaled from a topographic map and have
 PG1179.an estimated accuracy of +/- 6 seconds.
 PG1179
 PG1179.The orthometric height was determined by differential leveling
 PG1179.and adjusted by the National Geodetic Survey in June 1991..
 PG1179
 PG1179.The geoid height was determined by GEOID03.
 PG1179
 PG1179.The dynamic height is computed by dividing the NAVD 88
 PG1179.geopotential number by the normal gravity value computed on the
 PG1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1179.degrees latitude (g = 980.6199 gals.).
 PG1179
 PG1179.The modeled gravity was interpolated from observed gravity values.
 PG1179
 PG1179;                    North         East    Units  Estimated Accuracy
 PG1179;SPC NY E     -   640,360.      202,260.      MT  (+/- 180 meters Scaled)
 PG1179
 PG1179                          SUPERSEDED SURVEY CONTROL
 PG1179
 PG1179  NGVD 29 (??/??/??)  344.957  (m)         1131.75   (f) ADJUSTED    2 0
 PG1179
 PG1179.Superseded values are not recommended for survey control.
 PG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1179.See file dsdata.txt to determine how the superseded data were derived.
 PG1179
 PG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ919388(NAD 83)
 PG1179_MARKER: DB = BENCH MARK DISK
 PG1179_SETTING: 80 = SET IN A BOULDER
 PG1179_SP_SET: BOULDER
 PG1179_STAMPING: D 379 1961
 PG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1179+STABILITY: SURFACE MOTION
 PG1179
 PG1179  HISTORY     - Date     Condition        Report By
 PG1179  HISTORY     - 1961     MONUMENTED       CGS
 PG1179
 PG1179                          STATION DESCRIPTION
 PG1179
 PG1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1179'0.25 MI W FROM CLAYBURG.
 PG1179'ABOUT 0.25 MILE WEST ALONG STATE HWY 3 FROM THE CLAYBURG HOTEL IN
 PG1179'CLAYBURG SET IN TOP AND 1 FOOT EAST OF THE WEST EDGE OF A 4 FT. X 3
 PG1179'FT. X 6 IN. BOULDER IN A GROVE OF EVERGREEN TREES, 56 FEET SOUTH WEST
 PG1179'OF THE CENTERLINE OF THE BLACKTOP ROAD NORTH WEST, 69 FEET NORTH EAST
 PG1179'OF THE CENTERLINE OF THE STATE HWY, ACROSS THE BLACKTOP ROAD FROM A
 PG1179'TWO-STORY FRAME BUILDING CAMP DOWNEY, 4 FEET NORTH OF STANDARD METAL
 PG1179'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0188 ***********************************************************************
 KU0188  DESIGNATION -  D 38
 KU0188  PID         -  KU0188
 KU0188  STATE/COUNTY-  NY/SUFFOLK
 KU0188  USGS QUAD   -  BELLPORT (1967)
 KU0188
 KU0188                         *CURRENT SURVEY CONTROL
 KU0188  ___________________________________________________________________
 KU0188* NAD 83(1986)-  40 47 00.     (N)    072 54 58.     (W)     SCALED    
 KU0188* NAVD 88     -         8.067  (meters)      26.47   (feet)  ADJUSTED  
 KU0188  ___________________________________________________________________
 KU0188  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU0188  DYNAMIC HT  -           8.064 (meters)      26.46  (feet)  COMP
 KU0188  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 KU0188
 KU0188  VERT ORDER  -  SECOND    CLASS 0
 KU0188
 KU0188.The horizontal coordinates were scaled from a topographic map and have
 KU0188.an estimated accuracy of +/- 6 seconds.
 KU0188
 KU0188.The orthometric height was determined by differential leveling
 KU0188.and adjusted by the National Geodetic Survey in June 1991..
 KU0188
 KU0188.The geoid height was determined by GEOID03.
 KU0188
 KU0188.The dynamic height is computed by dividing the NAVD 88
 KU0188.geopotential number by the normal gravity value computed on the
 KU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0188.degrees latitude (g = 980.6199 gals.).
 KU0188
 KU0188.The modeled gravity was interpolated from observed gravity values.
 KU0188
 KU0188;                    North         East    Units  Estimated Accuracy
 KU0188;SPC NY L     -    69,040.      391,490.      MT  (+/- 180 meters Scaled)
 KU0188
 KU0188                          SUPERSEDED SURVEY CONTROL
 KU0188
 KU0188  NGVD 29 (??/??/92)    8.39   (m)           27.5    (f) COMPUTED    2 0
 KU0188
 KU0188.Superseded values are not recommended for survey control.
 KU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0188.See file dsdata.txt to determine how the superseded data were derived.
 KU0188
 KU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL758167(NAD 83)
 KU0188_MARKER: DB = BENCH MARK DISK
 KU0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0188_SP_SET: BRIDGE SEAT
 KU0188_STAMPING: 27.523 D 38 1932
 KU0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0188
 KU0188  HISTORY     - Date     Condition        Report By
 KU0188  HISTORY     - 1932     MONUMENTED       CGS
 KU0188  HISTORY     - 1950     GOOD             NGS
 KU0188  HISTORY     - 1986     GOOD             USPSQD
 KU0188  HISTORY     - 19990320 GOOD             USPSQD
 KU0188
 KU0188                          STATION DESCRIPTION
 KU0188
 KU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0188'AT BROOKHAVEN.
 KU0188'AT BROOKHAVEN, SUFFOLK COUNTY, 0.2 MILE WEST ALONG THE LONG
 KU0188'ISLAND RAILROAD FROM THE STATION, 0.3 MILE WEST OF MILEPOST 59,
 KU0188'AT THE RAILROAD BRIDGE OVER SOUTH ROAD, AT THE NORTHEAST CORNER
 KU0188'OF THE WEST ABUTMENT, IN THE BRIDGE SEAT, 10 FEET NORTH OF THE
 KU0188'NORTH RAIL, AND 2.7 FEET BELOW THE BASE OF THE RAIL.  A STANDARD
 KU0188'DISK, STAMPED 27.523 D 38 1932.
 KU0188
 KU0188                          STATION RECOVERY (1950)
 KU0188
 KU0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KU0188'RECOVERED IN GOOD CONDITION.
 KU0188
 KU0188                          STATION RECOVERY (1986)
 KU0188
 KU0188'RECOVERY NOTE BY US POWER SQUADRON 1986 (WB)
 KU0188'RECOVERED IN GOOD CONDITION.
 KU0188
 KU0188                          STATION RECOVERY (1999)
 KU0188
 KU0188'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0991 ***********************************************************************
 PG0991  DESIGNATION -  D 380
 PG0991  PID         -  PG0991
 PG0991  STATE/COUNTY-  NY/ESSEX
 PG0991  USGS QUAD   -  
 PG0991
 PG0991                         *CURRENT SURVEY CONTROL
 PG0991  ___________________________________________________________________
 PG0991* NAD 83(1986)-  44 15 25.     (N)    073 34 11.     (W)     SCALED    
 PG0991* NAVD 88     -       198.570  (meters)     651.48   (feet)  ADJUSTED  
 PG0991  ___________________________________________________________________
 PG0991  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PG0991  DYNAMIC HT  -         198.540 (meters)     651.38  (feet)  COMP
 PG0991  MODELED GRAV-     980,463.9   (mgal)                       NAVD 88
 PG0991
 PG0991  VERT ORDER  -  SECOND    CLASS II
 PG0991
 PG0991.The horizontal coordinates were scaled from a topographic map and have
 PG0991.an estimated accuracy of +/- 6 seconds.
 PG0991
 PG0991.The orthometric height was determined by differential leveling
 PG0991.and adjusted by the National Geodetic Survey in June 1991..
 PG0991
 PG0991.The geoid height was determined by GEOID03.
 PG0991
 PG0991.The dynamic height is computed by dividing the NAVD 88
 PG0991.geopotential number by the normal gravity value computed on the
 PG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0991.degrees latitude (g = 980.6199 gals.).
 PG0991
 PG0991.The modeled gravity was interpolated from observed gravity values.
 PG0991
 PG0991;                    North         East    Units  Estimated Accuracy
 PG0991;SPC NY E     -   602,730.      224,280.      MT  (+/- 180 meters Scaled)
 PG0991
 PG0991                          SUPERSEDED SURVEY CONTROL
 PG0991
 PG0991  NGVD 29 (??/??/??)  198.704  (m)          651.91   (f) ADJUSTED    2 0
 PG0991
 PG0991.Superseded values are not recommended for survey control.
 PG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0991.See file dsdata.txt to determine how the superseded data were derived.
 PG0991
 PG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ141014(NAD 83)
 PG0991_MARKER: DB = BENCH MARK DISK
 PG0991_SETTING: 80 = SET IN A BOULDER
 PG0991_SP_SET: BED ROCK
 PG0991_STAMPING: D 380 1961
 PG0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0991+STABILITY: SURFACE MOTION
 PG0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG0991+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0991
 PG0991  HISTORY     - Date     Condition        Report By
 PG0991  HISTORY     - 1961     MONUMENTED       CGS
 PG0991  HISTORY     - 20030624 GOOD             NYDT
 PG0991  HISTORY     - 20051007 GOOD             NYDT
 PG0991
 PG0991                          STATION DESCRIPTION
 PG0991
 PG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0991'2.85 MI N FROM ELIZABETHTOWN.
 PG0991'ABOUT 2.85 MILES NORTH ALONG US HIGHWAY 9 FROM THE ADIRONDACK CENTER
 PG0991'IN ELIZABETHTOWN ON THE LEFT.  ABOUT 52 FEET NORTHWEST OF THE CENTER
 PG0991'LINE OF US HIGHWAY 9, ABOUT 31 FEET SOUTHEAST OF THE APPROXIMATE
 PG0991'CENTER OF DRIVEWAY, ABOUT 21 FEET SOUTH OF A 5 INCH PINE TREE, ABOUT 2
 PG0991'1/2 FEET NORTH OF A STEEL WITNESS POST WITH SIGN AND SET IN A
 PG0991'DRILLHOLE IN OUTCROPPING BEDROCK ABOUT 10 FEET ABOVE THE LEVEL OF US
 PG0991'HIGHWAY 9.
 PG0991
 PG0991                          STATION RECOVERY (2003)
 PG0991
 PG0991'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0991'HANDHELD GPS N44 15 20 W073 34 12
 PG0991
 PG0991                          STATION RECOVERY (2005)
 PG0991
 PG0991'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0991'NEW HANDHELD GPS COORDINATES  44,15,20N 073,34,12W
 PG0991'MARK IS GPSABLE BUT HAS OBSTRUCTIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0905 ***********************************************************************
 PG0905  DESIGNATION -  D 381
 PG0905  PID         -  PG0905
 PG0905  STATE/COUNTY-  NY/CLINTON
 PG0905  USGS QUAD   -  
 PG0905
 PG0905                         *CURRENT SURVEY CONTROL
 PG0905  ___________________________________________________________________
 PG0905* NAD 83(1986)-  44 27 22.     (N)    073 38 12.     (W)     SCALED    
 PG0905* NAVD 88     -       157.544  (meters)     516.88   (feet)  ADJUSTED  
 PG0905  ___________________________________________________________________
 PG0905  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 PG0905  DYNAMIC HT  -         157.525 (meters)     516.81  (feet)  COMP
 PG0905  MODELED GRAV-     980,496.1   (mgal)                       NAVD 88
 PG0905
 PG0905  VERT ORDER  -  SECOND    CLASS 0
 PG0905
 PG0905.The horizontal coordinates were scaled from a topographic map and have
 PG0905.an estimated accuracy of +/- 6 seconds.
 PG0905
 PG0905.The orthometric height was determined by differential leveling
 PG0905.and adjusted by the National Geodetic Survey in June 1991..
 PG0905
 PG0905.The geoid height was determined by GEOID03.
 PG0905
 PG0905.The dynamic height is computed by dividing the NAVD 88
 PG0905.geopotential number by the normal gravity value computed on the
 PG0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0905.degrees latitude (g = 980.6199 gals.).
 PG0905
 PG0905.The modeled gravity was interpolated from observed gravity values.
 PG0905
 PG0905;                    North         East    Units  Estimated Accuracy
 PG0905;SPC NY E     -   624,800.      218,710.      MT  (+/- 180 meters Scaled)
 PG0905
 PG0905                          SUPERSEDED SURVEY CONTROL
 PG0905
 PG0905  NGVD 29 (??/??/??)  157.658  (m)          517.25   (f) ADJUSTED    2 0
 PG0905
 PG0905.Superseded values are not recommended for survey control.
 PG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0905.See file dsdata.txt to determine how the superseded data were derived.
 PG0905
 PG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ084234(NAD 83)
 PG0905_MARKER: DB = BENCH MARK DISK
 PG0905_SETTING: 66 = SET IN ROCK OUTCROP
 PG0905_SP_SET: BEDROCK
 PG0905_STAMPING: D 381 1961
 PG0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0905+STABILITY: POSITION/ELEVATION WELL
 PG0905
 PG0905  HISTORY     - Date     Condition        Report By
 PG0905  HISTORY     - 1961     MONUMENTED       CGS
 PG0905
 PG0905                          STATION DESCRIPTION
 PG0905
 PG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0905'2.3 MI NE FROM AUSABLE FORKS.
 PG0905'ABOUT 1.2 MILES N.E. ALONG US HIGHWAY 9N FROM THE DELAWARE AND HUDSON
 PG0905'RAILROAD STATION IN AUSABLE FORKS TO RAILROAD CROSSING, THENCE
 PG0905'NORTHEAST ABOUT 0.5 MILE ALONG DELAWARE AND HUDSON RAILROAD TRACKS TO
 PG0905'MARK ON LEFT.  ABOUT 0.6 MILE N.E. OF DELAWARE AND HUDSON MILE POST
 PG0905'22, ABOUT 21 FEET NORTHWEST OF THE NORTH RAIL, ABOUT 6 FEET SOUTHWEST
 PG0905'OF A STEEL WITNESS POST WITH SIGN AND SET IN A DRILLHOLE IN
 PG0905'OUTCROPPING BEDROCK ABOUT LEVEL WITH THE DELAWARE AND HUDSON RAILROAD
 PG0905'BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0885 ***********************************************************************
 KU0885  DESIGNATION -  D 384
 KU0885  PID         -  KU0885
 KU0885  STATE/COUNTY-  NY/NEW YORK
 KU0885  USGS QUAD   -  CENTRAL PARK (1979)
 KU0885
 KU0885                         *CURRENT SURVEY CONTROL
 KU0885  ___________________________________________________________________
 KU0885* NAD 83(1986)-  40 48 30.     (N)    073 57 58.     (W)     SCALED    
 KU0885* NAVD 88     -        14.896  (meters)      48.87   (feet)  ADJUSTED  
 KU0885  ___________________________________________________________________
 KU0885  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU0885  DYNAMIC HT  -          14.891 (meters)      48.85  (feet)  COMP
 KU0885  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 KU0885
 KU0885  VERT ORDER  -  FIRST     CLASS I
 KU0885
 KU0885.The horizontal coordinates were scaled from a topographic map and have
 KU0885.an estimated accuracy of +/- 6 seconds.
 KU0885
 KU0885.The orthometric height was determined by differential leveling
 KU0885.and adjusted by the National Geodetic Survey in June 1991..
 KU0885
 KU0885.The geoid height was determined by GEOID03.
 KU0885
 KU0885.The dynamic height is computed by dividing the NAVD 88
 KU0885.geopotential number by the normal gravity value computed on the
 KU0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0885.degrees latitude (g = 980.6199 gals.).
 KU0885
 KU0885.The modeled gravity was interpolated from observed gravity values.
 KU0885
 KU0885;                    North         East    Units  Estimated Accuracy
 KU0885;SPC NY E     -   219,400.      195,040.      MT  (+/- 180 meters Scaled)
 KU0885
 KU0885                          SUPERSEDED SURVEY CONTROL
 KU0885
 KU0885  NGVD 29 (??/??/92)   15.224  (m)           49.95   (f) ADJ UNCH    1 1
 KU0885
 KU0885.Superseded values are not recommended for survey control.
 KU0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0885.See file dsdata.txt to determine how the superseded data were derived.
 KU0885
 KU0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872179(NAD 83)
 KU0885_MARKER: DB = BENCH MARK DISK
 KU0885_SETTING: 66 = SET IN ROCK OUTCROP
 KU0885_SP_SET: BEDROCK
 KU0885_STAMPING: D 384 1965
 KU0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU0885+STABILITY: POSITION/ELEVATION WELL
 KU0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0885+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 KU0885
 KU0885  HISTORY     - Date     Condition        Report By
 KU0885  HISTORY     - 1965     MONUMENTED       CGS
 KU0885  HISTORY     - 1974     GOOD             NGS
 KU0885  HISTORY     - 20051101 GOOD             GEOCAC
 KU0885
 KU0885                          STATION DESCRIPTION
 KU0885
 KU0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU0885'AT NEW YORK.
 KU0885'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, ON THE TOP OF THE
 KU0885'TUNNEL OVER THE NEW YORK CENTRAL RAILROAD THROUGH RIVERSIDE
 KU0885'PARK, SET IN THE TOP OF A LARGE MASS OF BEDROCK, 78 FEET SOUTHWEST
 KU0885'OF THE EXTENDED CENTER LINE OF WEST 115TH STREET, 153 FEET
 KU0885'SOUTHEAST OF THE CENTER OF THE TOP OF THE TUNNEL, 41 FEET
 KU0885'SOUTHWEST OF THE HIGHEST PART OF ROCK AND ABOUT 1I FEET ABOVE THE
 KU0885'TOP OF THE TUNNEL.
 KU0885
 KU0885                          STATION RECOVERY (1974)
 KU0885
 KU0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KU0885'RECOVERED IN GOOD CONDITION.
 KU0885
 KU0885                          STATION RECOVERY (2005)
 KU0885
 KU0885'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU0885'RECOVERED IN GOOD CONDITION.  THE MARK WAS FOUND MOUNTED IN A HOLLOW
 KU0885'IN THE ROCK AT THE SOUTH END OF THE ROCK FORMATION BURIED UNDER 1 - 2
 KU0885'INCHES OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0287 ***********************************************************************
 NC0287  DESIGNATION -  D 386
 NC0287  PID         -  NC0287
 NC0287  STATE/COUNTY-  NY/CATTARAUGUS
 NC0287  USGS QUAD   -  LIMESTONE (1976)
 NC0287
 NC0287                         *CURRENT SURVEY CONTROL
 NC0287  ___________________________________________________________________
 NC0287* NAD 83(1986)-  42 01 35.     (N)    078 37 52.     (W)     SCALED    
 NC0287* NAVD 88     -       427.995  (meters)    1404.18   (feet)  ADJUSTED  
 NC0287  ___________________________________________________________________
 NC0287  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 NC0287  DYNAMIC HT  -         427.827 (meters)    1403.63  (feet)  COMP
 NC0287  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 NC0287
 NC0287  VERT ORDER  -  FIRST     CLASS I
 NC0287
 NC0287.The horizontal coordinates were scaled from a topographic map and have
 NC0287.an estimated accuracy of +/- 6 seconds.
 NC0287
 NC0287.The orthometric height was determined by differential leveling
 NC0287.and adjusted by the National Geodetic Survey in June 1991..
 NC0287
 NC0287.The geoid height was determined by GEOID03.
 NC0287
 NC0287.The dynamic height is computed by dividing the NAVD 88
 NC0287.geopotential number by the normal gravity value computed on the
 NC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0287.degrees latitude (g = 980.6199 gals.).
 NC0287
 NC0287.The modeled gravity was interpolated from observed gravity values.
 NC0287
 NC0287;                    North         East    Units  Estimated Accuracy
 NC0287;SPC NY W     -   225,030.      346,040.      MT  (+/- 180 meters Scaled)
 NC0287
 NC0287                          SUPERSEDED SURVEY CONTROL
 NC0287
 NC0287  NGVD 29 (??/??/92)  428.146  (m)         1404.68   (f) ADJ UNCH    1 1
 NC0287
 NC0287.Superseded values are not recommended for survey control.
 NC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0287.See file dsdata.txt to determine how the superseded data were derived.
 NC0287
 NC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG961554(NAD 83)
 NC0287_MARKER: DB = BENCH MARK DISK
 NC0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0287_SP_SET: BRIDGE ABUTMENT
 NC0287_STAMPING: D 386 1967
 NC0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0287
 NC0287  HISTORY     - Date     Condition        Report By
 NC0287  HISTORY     - 1967     MONUMENTED       CGS
 NC0287  HISTORY     - 20010608 MARK NOT FOUND   INDIV
 NC0287  HISTORY     - 20020412 MARK NOT FOUND   USPSQD
 NC0287
 NC0287                          STATION DESCRIPTION
 NC0287
 NC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0287'0.25 MI N FROM LIMESTONE.
 NC0287'ABOUT 0.25 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0287'CROSSING OF LIMESTONE RUN ROAD AT LIMESTONE, SET ON THE TOP OF THE
 NC0287'NORTHWEST END OF THE SOUTHWEST STONE ABUTMENT OF RAILROAD BRIDGE NO.
 NC0287'117-48 OVER NICHOLS RUN, 195 FEET NORTH OF A STREET CROSSING, 22.4
 NC0287'FEET NORTHWEST OF AND ACROSS A SIDE TRACK FROM THE NORTHWEST RAIL OF
 NC0287'THE MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 NC0287
 NC0287                          STATION RECOVERY (2001)
 NC0287
 NC0287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MJT)
 NC0287'MARK NOT FOUND
 NC0287
 NC0287                          STATION RECOVERY (2002)
 NC0287
 NC0287'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0287'SOUTH SET OF TRACKS AND WEST SIDE OF BRIDGE REMOVED AND ABANDONED.
 NC0287'SOME STONE ABUTMENTS FOR BRIDGE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0236 ***********************************************************************
 NC0236  CBN         -  This is a Cooperative Base Network Control Station.
 NC0236  DESIGNATION -  D 387
 NC0236  PID         -  NC0236
 NC0236  STATE/COUNTY-  NY/CATTARAUGUS
 NC0236  USGS QUAD   -  WEST VALLEY (1964)
 NC0236
 NC0236                         *CURRENT SURVEY CONTROL
 NC0236  ___________________________________________________________________
 NC0236* NAD 83(1996)-  42 22 39.09277(N)    078 35 52.05926(W)     ADJUSTED  
 NC0236* NAVD 88     -       518.501  (meters)    1701.12   (feet)  ADJUSTED  
 NC0236  ___________________________________________________________________
 NC0236  X           -     932,961.728 (meters)                     COMP
 NC0236  Y           -  -4,626,055.418 (meters)                     COMP
 NC0236  Z           -   4,277,001.707 (meters)                     COMP
 NC0236  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 NC0236  ELLIP HEIGHT-         485.45  (meters)          (09/18/02) GPS OBS
 NC0236  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NC0236  DYNAMIC HT  -         518.303 (meters)    1700.47  (feet)  COMP
 NC0236  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 NC0236
 NC0236  HORZ ORDER  -  B
 NC0236  VERT ORDER  -  FIRST     CLASS I
 NC0236  ELLP ORDER  -  FOURTH    CLASS II
 NC0236
 NC0236.The horizontal coordinates were established by GPS observations
 NC0236.and adjusted by the National Geodetic Survey in July 1997..
 NC0236
 NC0236.The orthometric height was determined by differential leveling
 NC0236.and adjusted by the National Geodetic Survey in June 1991..
 NC0236
 NC0236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC0236
 NC0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0236
 NC0236.The ellipsoidal height was determined by GPS observations
 NC0236.and is referenced to NAD 83.
 NC0236
 NC0236.The geoid height was determined by GEOID03.
 NC0236
 NC0236.The dynamic height is computed by dividing the NAVD 88
 NC0236.geopotential number by the normal gravity value computed on the
 NC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0236.degrees latitude (g = 980.6199 gals.).
 NC0236
 NC0236.The modeled gravity was interpolated from observed gravity values.
 NC0236
 NC0236;                    North         East     Units Scale Factor Converg.
 NC0236;SPC NY W     -   264,025.859   348,809.085   MT  0.99993752   -0 00 35.1
 NC0236;SPC NY W     -   866,224.84  1,144,384.47   sFT  0.99993752   -0 00 35.1
 NC0236;UTM  17      - 4,694,489.110   697,770.104   MT  1.00008126   +1 37 10.7
 NC0236
 NC0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0236!SPC NY W     -   0.99992387  x   0.99993752  =   0.99986140
 NC0236!UTM  17      -   0.99992387  x   1.00008126  =   1.00000512
 NC0236
 NC0236                          SUPERSEDED SURVEY CONTROL
 NC0236
 NC0236  ELLIP H (07/22/97)  485.43   (m)                       GP(       ) 1 1
 NC0236  NAVD 88 (07/22/97)  518.50   (m)         1701.1    (f) LEVELING    3  
 NC0236  NGVD 29 (??/??/92)  518.648  (m)         1701.60   (f) ADJ UNCH    1 1
 NC0236
 NC0236.Superseded values are not recommended for survey control.
 NC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0236.See file dsdata.txt to determine how the superseded data were derived.
 NC0236
 NC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9777094489(NAD 83)
 NC0236_MARKER: DB = BENCH MARK DISK
 NC0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0236_STAMPING: D 387 1967
 NC0236_MARK LOGO: CGS   
 NC0236_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NC0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0236+STABILITY: SURFACE MOTION
 NC0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0236+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 NC0236
 NC0236  HISTORY     - Date     Condition        Report By
 NC0236  HISTORY     - 1967     MONUMENTED       CGS
 NC0236  HISTORY     - 19951201 GOOD             NYDT
 NC0236  HISTORY     - 19971231 GOOD             LOCENG
 NC0236  HISTORY     - 20010716 GOOD             NYSDEC
 NC0236
 NC0236                          STATION DESCRIPTION
 NC0236
 NC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0236'3.8 MI N FROM ASHFORD.
 NC0236'ABOUT 3.8 NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0236'CROSSING OF STATE HIGHWAY 242 AT ASHFORD, NEAR THE CROSSING OF CANADA
 NC0236'HILL ROAD, NEAR MILEPOST 41, 120 FEET SOUTHWEST OF THE APPROXIMATE
 NC0236'CENTER OF THE ROAD CROSSING THE TRACK, 108 FEET SOUTH OF THE CENTER
 NC0236'LINE OF THE ROAD, 30 FEET WEST OF THE WEST RAIL OF TRACK, 6 FEET
 NC0236'NORTHWEST OF MILEPOST 41, 2 FEET EAST OF A METAL WITNESS POST, ABOUT
 NC0236'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NC0236'2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY
 NC0236'GOING 2.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0236'OVERPASS AT THE EAST END OF DEPOT STREET IN WEST VALLEY.
 NC0236
 NC0236                          STATION RECOVERY (1995)
 NC0236
 NC0236'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NC0236'RECOVERED AS DESCRIBED, WITH UPDATE AS FOLLOWS.  TO REACH THE STATION
 NC0236'FROM THE POST OFFICE IN WEST VALLEY, GO SOUTH ON NY ROUTE 240 FOR 1.9
 NC0236'KM (1.18 MI) TO A CEMETERY ON THE LEFT , CONTINUE SOUTH ON NY ROUTE
 NC0236'240 FOR 1.6 KM (0.99 MI) TO CANADA HILL ROAD ON THE LEFT.  TURN LEFT,
 NC0236'EAST, ON CANADA HILL ROAD FOR 0.6 KM (0.37 MI) TO THE RAILROAD
 NC0236'CROSSING AND THE STATION ON THE RIGHT.  UPDATE OF TIES.  WITNESS POST
 NC0236'WAS NOT FOUND.  THE STATION IS 1.8 M (5.91 FT) WEST FROM THE CONCRETE
 NC0236'0.3 M (0.98 FT) WIDE BY 1.2 M (3.94 FT) HIGH RAILROAD MILEPOST 41, 6.4
 NC0236'M (21.00 FT) WEST FROM THE NEWER STEEL MILEPOST NUMBER 41 BESIDE THE
 NC0236'TRACK.  THE STATION IS FLUSH WITH GROUND.  RAILROAD SPIKES WERE DRIVEN
 NC0236'NEXT TO CONCRETE POST TO ALERT MAGNETIC LOCATOR.
 NC0236
 NC0236                          STATION RECOVERY (1997)
 NC0236
 NC0236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (MW)
 NC0236'RECOVERED AS DESCRIBED.
 NC0236
 NC0236                          STATION RECOVERY (2001)
 NC0236
 NC0236'RECOVERY NOTE BY NEW YORK DEPT ENVIRONAL CONSER 2001 (RH)
 NC0236'RECOVERED AS DESCRIBED.
 NC0236' 
 NC0236'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0476 ***********************************************************************
 NC0476  DESIGNATION -  D 388
 NC0476  PID         -  NC0476
 NC0476  STATE/COUNTY-  NY/ERIE
 NC0476  USGS QUAD   -  ORCHARD PARK (1965)
 NC0476
 NC0476                         *CURRENT SURVEY CONTROL
 NC0476  ___________________________________________________________________
 NC0476* NAD 83(1986)-  42 45 26.     (N)    078 44 45.     (W)     SCALED    
 NC0476* NAVD 88     -       266.093  (meters)     873.01   (feet)  ADJUSTED  
 NC0476  ___________________________________________________________________
 NC0476  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NC0476  DYNAMIC HT  -         266.012 (meters)     872.74  (feet)  COMP
 NC0476  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 NC0476
 NC0476  VERT ORDER  -  FIRST     CLASS I
 NC0476
 NC0476.The horizontal coordinates were scaled from a topographic map and have
 NC0476.an estimated accuracy of +/- 6 seconds.
 NC0476
 NC0476.The orthometric height was determined by differential leveling
 NC0476.and adjusted by the National Geodetic Survey in June 1991..
 NC0476
 NC0476.The geoid height was determined by GEOID03.
 NC0476
 NC0476.The dynamic height is computed by dividing the NAVD 88
 NC0476.geopotential number by the normal gravity value computed on the
 NC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0476.degrees latitude (g = 980.6199 gals.).
 NC0476
 NC0476.The modeled gravity was interpolated from observed gravity values.
 NC0476
 NC0476;                    North         East    Units  Estimated Accuracy
 NC0476;SPC NY W     -   306,210.      336,700.      MT  (+/- 180 meters Scaled)
 NC0476
 NC0476                          SUPERSEDED SURVEY CONTROL
 NC0476
 NC0476  NGVD 29 (??/??/92)  266.254  (m)          873.53   (f) ADJ UNCH    1 1
 NC0476
 NC0476.Superseded values are not recommended for survey control.
 NC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0476.See file dsdata.txt to determine how the superseded data were derived.
 NC0476
 NC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH844363(NAD 83)
 NC0476_MARKER: DB = BENCH MARK DISK
 NC0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0476_SP_SET: OVERPASS
 NC0476_STAMPING: D 388 1967
 NC0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0476
 NC0476  HISTORY     - Date     Condition        Report By
 NC0476  HISTORY     - 1967     MONUMENTED       CGS
 NC0476  HISTORY     - 1979     GOOD             LOCENG
 NC0476  HISTORY     - 1990     GOOD             USPSQD
 NC0476  HISTORY     - 19940514 GOOD             USPSQD
 NC0476
 NC0476                          STATION DESCRIPTION
 NC0476
 NC0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0476'0.1 MI SE FROM ORCHARD PARK.
 NC0476'ABOUT 0.1 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0476'THE STATION AT ORCHARD PARK, AT THE OVERPASS OVER STATE HIGHWAY 240,
 NC0476'SET ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE WING
 NC0476'WALL FOR THE NORTHWEST ABUTMENT OF THE OVERPASS, 9 FEET SOUTHWEST OF
 NC0476'THE SOUTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.  NOTE--BRIDGE UNDER
 NC0476'CONSTRUCTION ON 5/10/67.
 NC0476
 NC0476                          STATION RECOVERY (1979)
 NC0476
 NC0476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 NC0476'RECOVERED IN GOOD CONDITION.
 NC0476
 NC0476                          STATION RECOVERY (1990)
 NC0476
 NC0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (EGE)
 NC0476'RECOVERED IN GOOD CONDITION.
 NC0476
 NC0476                          STATION RECOVERY (1994)
 NC0476
 NC0476'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0475 ***********************************************************************
 NC0475  DESIGNATION -  D 389
 NC0475  PID         -  NC0475
 NC0475  STATE/COUNTY-  NY/ERIE
 NC0475  USGS QUAD   -  ORCHARD PARK (1965)
 NC0475
 NC0475                         *CURRENT SURVEY CONTROL
 NC0475  ___________________________________________________________________
 NC0475* NAD 83(1986)-  42 45 03.     (N)    078 43 51.     (W)     SCALED    
 NC0475* NAVD 88     -       284.009  (meters)     931.79   (feet)  ADJUSTED  
 NC0475  ___________________________________________________________________
 NC0475  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NC0475  DYNAMIC HT  -         283.921 (meters)     931.50  (feet)  COMP
 NC0475  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NC0475
 NC0475  VERT ORDER  -  FIRST     CLASS I
 NC0475
 NC0475.The horizontal coordinates were scaled from a topographic map and have
 NC0475.an estimated accuracy of +/- 6 seconds.
 NC0475
 NC0475.The orthometric height was determined by differential leveling
 NC0475.and adjusted by the National Geodetic Survey in June 1991..
 NC0475
 NC0475.The geoid height was determined by GEOID03.
 NC0475
 NC0475.The dynamic height is computed by dividing the NAVD 88
 NC0475.geopotential number by the normal gravity value computed on the
 NC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0475.degrees latitude (g = 980.6199 gals.).
 NC0475
 NC0475.The modeled gravity was interpolated from observed gravity values.
 NC0475
 NC0475;                    North         East    Units  Estimated Accuracy
 NC0475;SPC NY W     -   305,500.      337,930.      MT  (+/- 180 meters Scaled)
 NC0475
 NC0475                          SUPERSEDED SURVEY CONTROL
 NC0475
 NC0475  NGVD 29 (??/??/92)  284.168  (m)          932.31   (f) ADJ UNCH    1 1
 NC0475
 NC0475.Superseded values are not recommended for survey control.
 NC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0475.See file dsdata.txt to determine how the superseded data were derived.
 NC0475
 NC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH857356(NAD 83)
 NC0475_MARKER: DB = BENCH MARK DISK
 NC0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0475_SP_SET: 5 FEET
 NC0475_STAMPING: D 389 1967
 NC0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0475
 NC0475  HISTORY     - Date     Condition        Report By
 NC0475  HISTORY     - 1967     MONUMENTED       CGS
 NC0475  HISTORY     - 1990     GOOD             USPSQD
 NC0475
 NC0475                          STATION DESCRIPTION
 NC0475
 NC0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0475'1.05 MI SE FROM ORCHARD PARK.
 NC0475'ABOUT 1.05 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 NC0475'THE STATION AT ORCHARD PARK, 0.05 MILE NORTHWEST OF MILEPOST 10, AT
 NC0475'THE CROSSING OF JEWETT-HOLMWOOD ROAD, 173 FEET NORTH-NORTHWEST OF THE
 NC0475'CENTER OF THE CROSSING, 142 FEET NORTH OF AND ACROSS THE TRACK FROM
 NC0475'THE CENTER LINE OF JEWETT-HOLMWOOD ROAD, 80 FEET SOUTHWEST OF THE
 NC0475'CENTER LINE OF SOUTH FREEMAN ROAD, 29 FEET NORTHEAST OF THE NORTHEAST
 NC0475'RAIL OF TRACK, 3 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST
 NC0475'OF A METAL WITNESS POST, 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND IS
 NC0475'A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 NC0475'AND PROTECTED BY A 6 INCH STEEL PIPE WHICH PROJECTS 1 INCH ABOVE THE
 NC0475'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 5
 NC0475'FEET.  NOTE--UNABLE TO PULL OUT OF GROUND.  MARK VERY TIGHT AT THIS
 NC0475'SHORT DRIVEN DISTANCE.  WILL NOT BE CONSIDERED AS A BASIC BENCH MARK.
 NC0475
 NC0475                          STATION RECOVERY (1990)
 NC0475
 NC0475'RECOVERY NOTE BY US POWER SQUADRON 1990 (EGE)
 NC0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0519 ***********************************************************************
 KU0519  DESIGNATION -  D 39
 KU0519  PID         -  KU0519
 KU0519  STATE/COUNTY-  NY/SUFFOLK
 KU0519  USGS QUAD   -  PORT JEFFERSON (1967)
 KU0519
 KU0519                         *CURRENT SURVEY CONTROL
 KU0519  ___________________________________________________________________
 KU0519* NAD 83(1986)-  40 56 27.     (N)    073 00 15.     (W)     SCALED    
 KU0519* NAVD 88     -        50.773  (meters)     166.58   (feet)  ADJUSTED  
 KU0519  ___________________________________________________________________
 KU0519  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 KU0519  DYNAMIC HT  -          50.754 (meters)     166.52  (feet)  COMP
 KU0519  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 KU0519
 KU0519  VERT ORDER  -  SECOND    CLASS 0
 KU0519
 KU0519.The horizontal coordinates were scaled from a topographic map and have
 KU0519.an estimated accuracy of +/- 6 seconds.
 KU0519
 KU0519.The orthometric height was determined by differential leveling
 KU0519.and adjusted by the National Geodetic Survey in June 1991..
 KU0519
 KU0519.The geoid height was determined by GEOID03.
 KU0519
 KU0519.The dynamic height is computed by dividing the NAVD 88
 KU0519.geopotential number by the normal gravity value computed on the
 KU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0519.degrees latitude (g = 980.6199 gals.).
 KU0519
 KU0519.The modeled gravity was interpolated from observed gravity values.
 KU0519
 KU0519;                    North         East    Units  Estimated Accuracy
 KU0519;SPC NY L     -    86,450.      383,860.      MT  (+/- 180 meters Scaled)
 KU0519
 KU0519                          SUPERSEDED SURVEY CONTROL
 KU0519
 KU0519  NGVD 29 (??/??/92)   51.074  (m)          167.57   (f) ADJ UNCH    2 0
 KU0519
 KU0519.Superseded values are not recommended for survey control.
 KU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0519.See file dsdata.txt to determine how the superseded data were derived.
 KU0519
 KU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL680341(NAD 83)
 KU0519_MARKER: DB = BENCH MARK DISK
 KU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0519_STAMPING: D 39 1932 167.565
 KU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0519+STABILITY: SURFACE MOTION
 KU0519
 KU0519  HISTORY     - Date     Condition        Report By
 KU0519  HISTORY     - 1932     MONUMENTED       CGS
 KU0519  HISTORY     - 1950     GOOD             NGS
 KU0519
 KU0519                          STATION DESCRIPTION
 KU0519
 KU0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KU0519'2.9 MI E FROM PORT JEFFERSON.
 KU0519'0.2 MILE SOUTH ALONG STATE HIGHWAY NO. 112 FROM THE LONG ISLAND
 KU0519'RAILROAD STATION AT PORT JEFFERSON TO THE INTERSECTION OF STATE
 KU0519'HIGHWAY NO. 25A, THENCE 2.65 MILE EAST ALONG STATE HIGHWAY NO.
 KU0519'25A TO THE JUNCTION OF NORTH COUNTRY ROAD, THENCE 0.05 MILE EAST
 KU0519'ALONG NORTH COUNTRY ROAD, 34.7 FEET NORTH OF THE CENTER LINE OF
 KU0519'NORTH COUNTRY ROAD, 14.6 FEET NORTHWEST OF POWER LINE POLE LIL
 KU0519'167, 1.9 FEET WEST OF A WHITE WOODEN WITNESS POST, SET IN THE
 KU0519'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0555 ***********************************************************************
 PH0555  DESIGNATION -  D 390
 PH0555  PID         -  PH0555
 PH0555  STATE/COUNTY-  NY/ST LAWRENCE
 PH0555  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0555
 PH0555                         *CURRENT SURVEY CONTROL
 PH0555  ___________________________________________________________________
 PH0555* NAD 83(1986)-  44 59 04.     (N)    074 45 30.     (W)     SCALED    
 PH0555* NAVD 88     -        61.856  (meters)     202.94   (feet)  ADJUSTED  
 PH0555  ___________________________________________________________________
 PH0555  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 PH0555  DYNAMIC HT  -          61.855 (meters)     202.94  (feet)  COMP
 PH0555  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 PH0555
 PH0555  VERT ORDER  -  FIRST     CLASS I
 PH0555
 PH0555.The horizontal coordinates were scaled from a topographic map and have
 PH0555.an estimated accuracy of +/- 6 seconds.
 PH0555
 PH0555.The orthometric height was determined by differential leveling
 PH0555.and adjusted by the National Geodetic Survey in June 1991..
 PH0555
 PH0555.The geoid height was determined by GEOID03.
 PH0555
 PH0555.The dynamic height is computed by dividing the NAVD 88
 PH0555.geopotential number by the normal gravity value computed on the
 PH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0555.degrees latitude (g = 980.6199 gals.).
 PH0555
 PH0555.The modeled gravity was interpolated from observed gravity values.
 PH0555
 PH0555;                    North         East    Units  Estimated Accuracy
 PH0555;SPC NY E     -   683,180.      129,630.      MT  (+/- 180 meters Scaled)
 PH0555
 PH0555                          SUPERSEDED SURVEY CONTROL
 PH0555
 PH0555  NGVD 29 (??/??/92)   61.98   (m)          203.3    (f) COMPUTED    1 1
 PH0555
 PH0555.Superseded values are not recommended for survey control.
 PH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0555.See file dsdata.txt to determine how the superseded data were derived.
 PH0555
 PH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ190812(NAD 83)
 PH0555_MARKER: DB = BENCH MARK DISK
 PH0555_SETTING: 80 = SET IN A BOULDER
 PH0555_SP_SET: BOULDER
 PH0555_STAMPING: D 390 1973
 PH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0555+STABILITY: SURFACE MOTION
 PH0555
 PH0555  HISTORY     - Date     Condition        Report By
 PH0555  HISTORY     - 1973     MONUMENTED       NGS
 PH0555
 PH0555                          STATION DESCRIPTION
 PH0555
 PH0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0555'2.2 MI NW FROM ROOSEVELTOWN.
 PH0555'ABOUT 1.2 MILES NORTH ALONG COUNTY ROAD 128 FROM THE POST OFFICE AT
 PH0555'ROOSEVELTOWN, THENCE 0.3 MILE WEST ALONG THE PENN CENTRAL RAILROAD,
 PH0555'THENCE 0.7 MILE WEST ALONG SOUTH GRASSE RIVER ROAD, SET IN THE TOP OF
 PH0555'A 5X6-FOOT EMBEDDED BOULDER WHICH PROJECTS 2 FEET, 255 FEET NORTH OF
 PH0555'THE CENTER LINE OF SOUTH GRASSE RIVER ROAD, 22 FEET EAST OF THE CENTER
 PH0555'LINE OF A GRAVEL ROAD LEADING NORTH TO A PRIVATE DOCK, 0.7 FOOT SOUTH
 PH0555'OF A METAL WITNESS POST AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 PH0555'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0564 ***********************************************************************
 PH0564  DESIGNATION -  D 391
 PH0564  PID         -  PH0564
 PH0564  STATE/COUNTY-  NY/ST LAWRENCE
 PH0564  USGS QUAD   -  HOGANSBURG (1987)
 PH0564
 PH0564                         *CURRENT SURVEY CONTROL
 PH0564  ___________________________________________________________________
 PH0564* NAD 83(1986)-  44 57 28.     (N)    074 44 34.     (W)     SCALED    
 PH0564* NAVD 88     -        65.405  (meters)     214.58   (feet)  ADJUSTED  
 PH0564  ___________________________________________________________________
 PH0564  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 PH0564  DYNAMIC HT  -          65.404 (meters)     214.58  (feet)  COMP
 PH0564  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 PH0564
 PH0564  VERT ORDER  -  FIRST     CLASS I
 PH0564
 PH0564.The horizontal coordinates were scaled from a topographic map and have
 PH0564.an estimated accuracy of +/- 6 seconds.
 PH0564
 PH0564.The orthometric height was determined by differential leveling
 PH0564.and adjusted by the National Geodetic Survey in June 1991..
 PH0564
 PH0564.The geoid height was determined by GEOID03.
 PH0564
 PH0564.The dynamic height is computed by dividing the NAVD 88
 PH0564.geopotential number by the normal gravity value computed on the
 PH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0564.degrees latitude (g = 980.6199 gals.).
 PH0564
 PH0564.The modeled gravity was interpolated from observed gravity values.
 PH0564
 PH0564;                    North         East    Units  Estimated Accuracy
 PH0564;SPC NY E     -   680,210.      130,850.      MT  (+/- 180 meters Scaled)
 PH0564
 PH0564                          SUPERSEDED SURVEY CONTROL
 PH0564
 PH0564  NGVD 29 (??/??/92)   65.52   (m)          215.0    (f) COMPUTED    1 1
 PH0564
 PH0564.Superseded values are not recommended for survey control.
 PH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0564.See file dsdata.txt to determine how the superseded data were derived.
 PH0564
 PH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ202782(NAD 83)
 PH0564_MARKER: DB = BENCH MARK DISK
 PH0564_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0564+WITH SETTING: INTO GROUND
 PH0564_STAMPING: D 391 1973
 PH0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0564+STABILITY: SURFACE MOTION
 PH0564
 PH0564  HISTORY     - Date     Condition        Report By
 PH0564  HISTORY     - 1973     MONUMENTED       NGS
 PH0564
 PH0564                          STATION DESCRIPTION
 PH0564
 PH0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0564'1.45 MI SW FROM ROOSEVELTOWN.
 PH0564'ABOUT 0.5 MILES SOUTHWEST ALONG ROOSEVELTOWN ROAD FROM THE POST OFFICE
 PH0564'AT ROOSEVELTOWN, THENCE 0.95 MILE SOUTHWEST ALONG HALL ROAD, 39.1 FEET
 PH0564'NORTH OF THE CENTER LINE OF THE ROAD, 138.9 FEET WEST OF A FENCE
 PH0564'CORNER POST, 95.4 FEET SOUTHWEST OF A POWER POLE NO. NM 7, 2.7 FEET
 PH0564'EAST OF A TELEPHONE POLE.  A NGS DISK ON THE TOP OF A 4-FOOT COPPER
 PH0564'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS 0.1
 PH0564'FOOT BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 6 IN. TILE FLUSH
 PH0564'WITH THE GROUND.  ABOUT 1.2 FEET WEST OF A METAL WITNESS POST AND
 PH0564'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0598 ***********************************************************************
 PG0598  DESIGNATION -  D 392
 PG0598  PID         -  PG0598
 PG0598  STATE/COUNTY-  NY/CLINTON
 PG0598  USGS QUAD   -  CHAMPLAIN (1966)
 PG0598
 PG0598                         *CURRENT SURVEY CONTROL
 PG0598  ___________________________________________________________________
 PG0598* NAD 83(1986)-  44 58 57.     (N)    073 24 01.     (W)     SCALED    
 PG0598* NAVD 88     -        49.505  (meters)     162.42   (feet)  ADJUSTED  
 PG0598  ___________________________________________________________________
 PG0598  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 PG0598  DYNAMIC HT  -          49.504 (meters)     162.41  (feet)  COMP
 PG0598  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 PG0598
 PG0598  VERT ORDER  -  FIRST     CLASS I
 PG0598
 PG0598.The horizontal coordinates were scaled from a topographic map and have
 PG0598.an estimated accuracy of +/- 6 seconds.
 PG0598
 PG0598.The orthometric height was determined by differential leveling
 PG0598.and adjusted by the National Geodetic Survey in June 1991..
 PG0598
 PG0598.The geoid height was determined by GEOID03.
 PG0598
 PG0598.The dynamic height is computed by dividing the NAVD 88
 PG0598.geopotential number by the normal gravity value computed on the
 PG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0598.degrees latitude (g = 980.6199 gals.).
 PG0598
 PG0598.The modeled gravity was interpolated from observed gravity values.
 PG0598
 PG0598;                    North         East    Units  Estimated Accuracy
 PG0598;SPC NY E     -   683,520.      236,730.      MT  (+/- 180 meters Scaled)
 PG0598
 PG0598                          SUPERSEDED SURVEY CONTROL
 PG0598
 PG0598  NGVD 29 (??/??/92)   49.64   (m)          162.9    (f) COMPUTED    1 1
 PG0598
 PG0598.Superseded values are not recommended for survey control.
 PG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0598.See file dsdata.txt to determine how the superseded data were derived.
 PG0598
 PG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ261822(NAD 83)
 PG0598_MARKER: DB = BENCH MARK DISK
 PG0598_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PG0598+WITH SETTING: INTO GROUND
 PG0598_STAMPING: D 392 1973
 PG0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0598+STABILITY: SURFACE MOTION
 PG0598
 PG0598  HISTORY     - Date     Condition        Report By
 PG0598  HISTORY     - 1973     MONUMENTED       NGS
 PG0598
 PG0598                          STATION DESCRIPTION
 PG0598
 PG0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0598'2.0 MI W FROM ROUSES POINT.
 PG0598'ABOUT 0.95 MILE SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0598'THE STATION AT ROUSES POINT, THENCE ABOUT 1.05 MILES WEST ALONG U.S.
 PG0598'HIGHWAY 11, 36.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 111
 PG0598'FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH, 2 FEET WEST
 PG0598'OF POWER POLE 28, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 PG0598'BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON TOP OF A 4-FOOT
 PG0598'LENGTH OF COPPER COATED STEEL ROD WHICH IS FASTENED TO A METAL BASE
 PG0598'PLATE.  THE DISK IS FLUSH WITH THE GROUND AND IS PROTECTED BY A 6-INCH
 PG0598'STEEL PIPE THAT PROJECTS 0.1 FOOT.  THIS MARK MAY ALSO BE REACHED BY
 PG0598'GOING ABOUT 0.95 MILE EAST ALONG ELM STREET FROM THE JUNCTION OF STATE
 PG0598'HIGHWAY 9 AT CHAMPLAIN, THENCE ABOUT 1.35 MILES EAST ALONG U.S.
 PG0598'HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1094 ***********************************************************************
 PG1094  DESIGNATION -  D 393
 PG1094  PID         -  PG1094
 PG1094  STATE/COUNTY-  NY/CLINTON
 PG1094  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1094
 PG1094                         *CURRENT SURVEY CONTROL
 PG1094  ___________________________________________________________________
 PG1094* NAD 83(1986)-  44 54 46.     (N)    073 45 43.     (W)     SCALED    
 PG1094* NAVD 88     -       219.841  (meters)     721.26   (feet)  ADJUSTED  
 PG1094  ___________________________________________________________________
 PG1094  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PG1094  DYNAMIC HT  -         219.830 (meters)     721.23  (feet)  COMP
 PG1094  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 PG1094
 PG1094  VERT ORDER  -  FIRST     CLASS I
 PG1094
 PG1094.The horizontal coordinates were scaled from a topographic map and have
 PG1094.an estimated accuracy of +/- 6 seconds.
 PG1094
 PG1094.The orthometric height was determined by differential leveling
 PG1094.and adjusted by the National Geodetic Survey in June 1991..
 PG1094
 PG1094.The geoid height was determined by GEOID03.
 PG1094
 PG1094.The dynamic height is computed by dividing the NAVD 88
 PG1094.geopotential number by the normal gravity value computed on the
 PG1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1094.degrees latitude (g = 980.6199 gals.).
 PG1094
 PG1094.The modeled gravity was interpolated from observed gravity values.
 PG1094
 PG1094;                    North         East    Units  Estimated Accuracy
 PG1094;SPC NY E     -   675,450.      208,280.      MT  (+/- 180 meters Scaled)
 PG1094
 PG1094                          SUPERSEDED SURVEY CONTROL
 PG1094
 PG1094  NGVD 29 (??/??/92)  219.962  (m)          721.66   (f) ADJ UNCH    1 1
 PG1094
 PG1094.Superseded values are not recommended for survey control.
 PG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1094.See file dsdata.txt to determine how the superseded data were derived.
 PG1094
 PG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ977740(NAD 83)
 PG1094_MARKER: DB = BENCH MARK DISK
 PG1094_SETTING: 66 = SET IN ROCK OUTCROP
 PG1094_SP_SET: ROCK OUTCROP
 PG1094_STAMPING: D 393 1973
 PG1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1094+STABILITY: POSITION/ELEVATION WELL
 PG1094
 PG1094  HISTORY     - Date     Condition        Report By
 PG1094  HISTORY     - 1973     MONUMENTED       NGS
 PG1094
 PG1094                          STATION DESCRIPTION
 PG1094
 PG1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1094'2.05 MI NE FROM ELLENBURG DEPOT.
 PG1094'ABOUT 2.05 MILES NORTHEAST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE
 PG1094'AT ELLENBURG DEPOT, 94 1/2 FEET NORTH OF THE CENTER LINE OF THE
 PG1094'HIGHWAY, SET IN ROCK OUTCROP IN A PASTURE, 171 FEET WEST OF POWER LINE
 PG1094'POLE 42, 112.6 FEET NORTHEAST OF A FENCE CORNER POST, 89 1/2 FEET EAST
 PG1094'OF POWER POLE 41, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0096 ***********************************************************************
 PH0096  DESIGNATION -  D 394
 PH0096  PID         -  PH0096
 PH0096  STATE/COUNTY-  NY/FRANKLIN
 PH0096  USGS QUAD   -  CHATEAUGAY (1993)
 PH0096
 PH0096                         *CURRENT SURVEY CONTROL
 PH0096  ___________________________________________________________________
 PH0096* NAD 83(1986)-  44 55 50.     (N)    074 01 55.     (W)     SCALED    
 PH0096* NAVD 88     -       316.393  (meters)    1038.03   (feet)  ADJUSTED  
 PH0096  ___________________________________________________________________
 PH0096  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 PH0096  DYNAMIC HT  -         316.377 (meters)    1037.98  (feet)  COMP
 PH0096  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
 PH0096
 PH0096  VERT ORDER  -  FIRST     CLASS I
 PH0096
 PH0096.The horizontal coordinates were scaled from a topographic map and have
 PH0096.an estimated accuracy of +/- 6 seconds.
 PH0096
 PH0096.The orthometric height was determined by differential leveling
 PH0096.and adjusted by the National Geodetic Survey in June 1991..
 PH0096
 PH0096.The geoid height was determined by GEOID03.
 PH0096
 PH0096.The dynamic height is computed by dividing the NAVD 88
 PH0096.geopotential number by the normal gravity value computed on the
 PH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0096.degrees latitude (g = 980.6199 gals.).
 PH0096
 PH0096.The modeled gravity was interpolated from observed gravity values.
 PH0096
 PH0096;                    North         East    Units  Estimated Accuracy
 PH0096;SPC NY E     -   677,260.      186,950.      MT  (+/- 180 meters Scaled)
 PH0096
 PH0096                          SUPERSEDED SURVEY CONTROL
 PH0096
 PH0096  NGVD 29 (??/??/92)  316.47   (m)         1038.3    (f) COMPUTED    1 1
 PH0096
 PH0096.Superseded values are not recommended for survey control.
 PH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0096.See file dsdata.txt to determine how the superseded data were derived.
 PH0096
 PH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ763756(NAD 83)
 PH0096_MARKER: DB = BENCH MARK DISK
 PH0096_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0096+WITH SETTING: INTO GROUND
 PH0096_STAMPING: D 394 1973
 PH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0096+STABILITY: SURFACE MOTION
 PH0096
 PH0096  HISTORY     - Date     Condition        Report By
 PH0096  HISTORY     - 1973     MONUMENTED       NGS
 PH0096
 PH0096                          STATION DESCRIPTION
 PH0096
 PH0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0096'2.35 MI E FROM CHATEAUGAY.
 PH0096'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE INTERSECTION WITH
 PH0096'STATE HIGHWAY 374 AT CHATEAUGAY, ABOUT 300 FEET NORTHWEST OF AND
 PH0096'ACROSS THE HIGHWAY FROM A GREEN FRAME HOUSE AND RED BARN, 118.5 FEET
 PH0096'NORTH OF CENTER LINE OF THE HIGHWAY, 136.7 FEET NORTHEAST OF POWER
 PH0096'POLE 57, 49.0 FEET SOUTH OF CENTER LINE OF OLD GRADE OF RUTLAND
 PH0096'RAILROAD, 33 FEET WEST OF CENTER LINE OF FIELD ROAD CROSSING RAILROAD
 PH0096'GRADE, 2.2 FEET NORTH OF A FENCE LINE, 1.4 FEET SOUTHWEST OF A METAL
 PH0096'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND ON THE TOP OF A 5-FOOT
 PH0096'COPPER COATED ROD THAT IS ATTACHED TO BASE PLATE.  THE DISK IS 4
 PH0096'INCHES ABOVE THE SURFACE OF THE GROUND AND ENCASED IN A 6 INCH GLAZED
 PH0096'TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0483 ***********************************************************************
 PG0483  DESIGNATION -  D 395
 PG0483  PID         -  PG0483
 PG0483  STATE/COUNTY-  NY/CLINTON
 PG0483  USGS QUAD   -  PLATTSBURGH (1966)
 PG0483
 PG0483                         *CURRENT SURVEY CONTROL
 PG0483  ___________________________________________________________________
 PG0483* NAD 83(1986)-  44 43 08.     (N)    073 28 22.     (W)     SCALED    
 PG0483* NAVD 88     -        65.604  (meters)     215.24   (feet)  ADJUSTED  
 PG0483  ___________________________________________________________________
 PG0483  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 PG0483  DYNAMIC HT  -          65.601 (meters)     215.23  (feet)  COMP
 PG0483  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 PG0483
 PG0483  VERT ORDER  -  FIRST     CLASS I
 PG0483
 PG0483.The horizontal coordinates were scaled from a topographic map and have
 PG0483.an estimated accuracy of +/- 6 seconds.
 PG0483
 PG0483.The orthometric height was determined by differential leveling
 PG0483.and adjusted by the National Geodetic Survey in June 1991..
 PG0483
 PG0483.The geoid height was determined by GEOID03.
 PG0483
 PG0483.The dynamic height is computed by dividing the NAVD 88
 PG0483.geopotential number by the normal gravity value computed on the
 PG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0483.degrees latitude (g = 980.6199 gals.).
 PG0483
 PG0483.The modeled gravity was interpolated from observed gravity values.
 PG0483
 PG0483;                    North         East    Units  Estimated Accuracy
 PG0483;SPC NY E     -   654,150.      231,380.      MT  (+/- 180 meters Scaled)
 PG0483
 PG0483                          SUPERSEDED SURVEY CONTROL
 PG0483
 PG0483  NGVD 29 (??/??/92)   65.68   (m)          215.5    (f) COMPUTED    1 1
 PG0483
 PG0483.Superseded values are not recommended for survey control.
 PG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0483.See file dsdata.txt to determine how the superseded data were derived.
 PG0483
 PG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ209528(NAD 83)
 PG0483_MARKER: DB = BENCH MARK DISK
 PG0483_SETTING: 66 = SET IN ROCK OUTCROP
 PG0483_SP_SET: ROCK CUT
 PG0483_STAMPING: D 395 1973
 PG0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0483+STABILITY: POSITION/ELEVATION WELL
 PG0483
 PG0483  HISTORY     - Date     Condition        Report By
 PG0483  HISTORY     - 1973     MONUMENTED       NGS
 PG0483  HISTORY     - 20060507 MARK NOT FOUND   NYDT
 PG0483
 PG0483                          STATION DESCRIPTION
 PG0483
 PG0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0483'2.35 MI NW FROM PLATTSBURGH.
 PG0483'ABOUT 1.1 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0483'STATION AT PLATTSBURGH, THENCE 0.15 MILE WEST ALONG BOYNTON AVENUE,
 PG0483'THENCE 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 22, THENCE 0.2 MILE WEST
 PG0483'ALONG STATE HIGHWAY 374, 0.2 MILE WEST OF THE JUNCTION OF STATE
 PG0483'HIGHWAY 22 AND QUARRY ROAD, 0.15 MILE EAST OF THE JUNCTION OF WALLACE
 PG0483'HILL ROAD LEADING NORTH, ABOUT MIDWAY OF A 750 FEET LONG ROCK CUT, 330
 PG0483'FEET EAST OF THE WEST END OF THE ROCK CUT, 57.5 FEET NORTH OF CENTER
 PG0483'LINE OF THE NORTH LANE OF STATE HIGHWAY 374, 28.3 FEET SOUTH OF A
 PG0483'WOVEN WIRE FENCE AND A 14-INCH ELM TREE, 2.5 FEET NORTH OF THE SOUTH
 PG0483'EDGE OF THE CUT, 6 FEET ABOVE THE BOTTOM OF THE DITCH AND ABOUT 1 1/2
 PG0483'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PG0483
 PG0483                          STATION RECOVERY (2006)
 PG0483
 PG0483'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PG0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0372 ***********************************************************************
 OD0372  DESIGNATION -  D 396
 OD0372  PID         -  OD0372
 OD0372  STATE/COUNTY-  NY/WASHINGTON
 OD0372  USGS QUAD   -  TICONDEROGA (1950)
 OD0372
 OD0372                         *CURRENT SURVEY CONTROL
 OD0372  ___________________________________________________________________
 OD0372* NAD 83(1986)-  43 48 07.     (N)    073 22 53.     (W)     SCALED    
 OD0372* NAVD 88     -        30.668  (meters)     100.62   (feet)  ADJUSTED  
 OD0372  ___________________________________________________________________
 OD0372  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 OD0372  DYNAMIC HT  -          30.663 (meters)     100.60  (feet)  COMP
 OD0372  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 OD0372
 OD0372  VERT ORDER  -  FIRST     CLASS I
 OD0372
 OD0372.The horizontal coordinates were scaled from a topographic map and have
 OD0372.an estimated accuracy of +/- 6 seconds.
 OD0372
 OD0372.The orthometric height was determined by differential leveling
 OD0372.and adjusted by the National Geodetic Survey in June 1991..
 OD0372
 OD0372.The geoid height was determined by GEOID03.
 OD0372
 OD0372.The dynamic height is computed by dividing the NAVD 88
 OD0372.geopotential number by the normal gravity value computed on the
 OD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0372.degrees latitude (g = 980.6199 gals.).
 OD0372
 OD0372.The modeled gravity was interpolated from observed gravity values.
 OD0372
 OD0372;                    North         East    Units  Estimated Accuracy
 OD0372;SPC NY E     -   552,370.      240,010.      MT  (+/- 180 meters Scaled)
 OD0372
 OD0372                          SUPERSEDED SURVEY CONTROL
 OD0372
 OD0372.No superseded survey control is available for this station.
 OD0372
 OD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP302511(NAD 83)
 OD0372_MARKER: DB = BENCH MARK DISK
 OD0372_SETTING: 66 = SET IN ROCK OUTCROP
 OD0372_SP_SET: ROCK OUTCROP
 OD0372_STAMPING: D 396 1973
 OD0372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0372+STABILITY: POSITION/ELEVATION WELL
 OD0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0372+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 OD0372
 OD0372  HISTORY     - Date     Condition        Report By
 OD0372  HISTORY     - 1973     MONUMENTED       NGS
 OD0372  HISTORY     - 19940405 GOOD             VTAT
 OD0372
 OD0372                          STATION DESCRIPTION
 OD0372
 OD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0372'4.3 MI S FROM FORT TICONDEROGA.
 OD0372'ABOUT 4.3 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0372'CROSSING WITH STATE HIGHWAY 73 AT FORT TICONDEROGA, THENCE 0.15 MILE
 OD0372'NORTHWEST OF A PAVED ROAD CROSSING AT THE OLD SITE OF WRIGHT AND FERRY
 OD0372'CROSSING TO CHIPMAN POINT, 9 1/2 RAILS NORTHWEST OF THE CENTER OF THE
 OD0372'CROSSING OF A PRIVATE ROAD, AT A 40 FT. BY 85 FT. ROCKY POINT
 OD0372'PROTRUDING NORTHEAST INTO THE SOUTHWEST EDGE OF CHAMPLAIN LAKE, 81.5
 OD0372'FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN TOP OF THE SOUTHWEST AND
 OD0372'UPPER SIDE OF A GRANITE OUTCROP, 3 FEET NORTHEAST OF THE TOE OF DIRT
 OD0372'FOR A BANK, 12.4 FEET EAST OF A 6-INCH CEDAR TREE, ABOUT 3 FEET ABOVE
 OD0372'MAIN WATERLINE AND 18 FEET BELOW LEVEL OF THE RAILS.
 OD0372
 OD0372                          STATION RECOVERY (1994)
 OD0372
 OD0372'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1994 (MC)
 OD0372'RECOVERED AS DESCRIBED.  NOTE, THE 9 1/2 RAILS HAVE BEEN REPLACED WITH
 OD0372'ONE CONTINUOUS RAIL, APPROXIMATELY 325 FT (99.1 M) LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1353 ***********************************************************************
 LX1353  DESIGNATION -  D 397
 LX1353  PID         -  LX1353
 LX1353  STATE/COUNTY-  NY/WESTCHESTER
 LX1353  USGS QUAD   -  WHITE PLAINS (1967)
 LX1353
 LX1353                         *CURRENT SURVEY CONTROL
 LX1353  ___________________________________________________________________
 LX1353* NAD 83(1986)-  41 02 55.     (N)    073 51 40.     (W)     SCALED    
 LX1353* NAVD 88     -        64.805  (meters)     212.61   (feet)  ADJUSTED  
 LX1353  ___________________________________________________________________
 LX1353  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LX1353  DYNAMIC HT  -          64.782 (meters)     212.54  (feet)  COMP
 LX1353  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 LX1353
 LX1353  VERT ORDER  -  FIRST     CLASS I
 LX1353
 LX1353.The horizontal coordinates were scaled from a topographic map and have
 LX1353.an estimated accuracy of +/- 6 seconds.
 LX1353
 LX1353.The orthometric height was determined by differential leveling
 LX1353.and adjusted by the National Geodetic Survey in June 1991..
 LX1353
 LX1353.The geoid height was determined by GEOID03.
 LX1353
 LX1353.The dynamic height is computed by dividing the NAVD 88
 LX1353.geopotential number by the normal gravity value computed on the
 LX1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1353.degrees latitude (g = 980.6199 gals.).
 LX1353
 LX1353.The modeled gravity was interpolated from observed gravity values.
 LX1353
 LX1353;                    North         East    Units  Estimated Accuracy
 LX1353;SPC NY E     -   246,140.      203,710.      MT  (+/- 180 meters Scaled)
 LX1353
 LX1353                          SUPERSEDED SURVEY CONTROL
 LX1353
 LX1353.No superseded survey control is available for this station.
 LX1353
 LX1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL957447(NAD 83)
 LX1353_MARKER: DB = BENCH MARK DISK
 LX1353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LX1353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LX1353_STAMPING: D 397 1974
 LX1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1353
 LX1353  HISTORY     - Date     Condition        Report By
 LX1353  HISTORY     - 1974     MONUMENTED       NGS
 LX1353  HISTORY     - 1978     GOOD             NGS
 LX1353  HISTORY     - 1988     GOOD             USPSQD
 LX1353
 LX1353                          STATION DESCRIPTION
 LX1353
 LX1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1353'2 MI S FROM TARRYTOWN.
 LX1353'2.05 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 LX1353'TARRYTOWN, AT THE ENTRANCE TO THE MALLORY COMPANY, 52 YARDS NORTH
 LX1353'OF THE CENTER OF EAST SUNNY SIDE LANE, 12.5 FEET EAST OF THE EAST
 LX1353'CURB OF THE HIGHWAY, 33.6 FEET NORTH OF SIGN POST IN CENTER OF
 LX1353'DRIVE READING MALLORY COMPANY, 11.0 FEET EAST OF POWER POLE
 LX1353'W 114-13 WITH TWO GUY WIRES, 4.8 FEET WEST OF A 30-INCH MAPLE
 LX1353'TREE, 1.5 FEET EAST OF THE WEST ROCK WALL SURROUNDING THE
 LX1353'COMPANY AND ON THE TOP OF A 3 1/2-FOOT COPPER COATED ROD WHICH
 LX1353'IS DRILLED INTO UNDER GROUND ROCK, THE DISK IS FLUSH WITH THE
 LX1353'GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 1 INCH.
 LX1353
 LX1353                          STATION RECOVERY (1978)
 LX1353
 LX1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1353'RECOVERED IN GOOD CONDITION.
 LX1353
 LX1353                          STATION RECOVERY (1988)
 LX1353
 LX1353'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0848 ***********************************************************************
 MZ0848  DESIGNATION -  D 398
 MZ0848  PID         -  MZ0848
 MZ0848  STATE/COUNTY-  NY/RENSSELAER
 MZ0848  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0848
 MZ0848                         *CURRENT SURVEY CONTROL
 MZ0848  ___________________________________________________________________
 MZ0848* NAD 83(1986)-  42 33 49.     (N)    073 44 33.     (W)     SCALED    
 MZ0848* NAVD 88     -         5.476  (meters)      17.97   (feet)  ADJUSTED  
 MZ0848  ___________________________________________________________________
 MZ0848  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 MZ0848  DYNAMIC HT  -           5.474 (meters)      17.96  (feet)  COMP
 MZ0848  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 MZ0848
 MZ0848  VERT ORDER  -  FIRST     CLASS I
 MZ0848
 MZ0848.The horizontal coordinates were scaled from a topographic map and have
 MZ0848.an estimated accuracy of +/- 6 seconds.
 MZ0848
 MZ0848.The orthometric height was determined by differential leveling
 MZ0848.and adjusted by the National Geodetic Survey in June 1991..
 MZ0848
 MZ0848.The geoid height was determined by GEOID03.
 MZ0848
 MZ0848.The dynamic height is computed by dividing the NAVD 88
 MZ0848.geopotential number by the normal gravity value computed on the
 MZ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0848.degrees latitude (g = 980.6199 gals.).
 MZ0848
 MZ0848.The modeled gravity was interpolated from observed gravity values.
 MZ0848
 MZ0848;                    North         East    Units  Estimated Accuracy
 MZ0848;SPC NY E     -   414,480.      212,200.      MT  (+/- 180 meters Scaled)
 MZ0848
 MZ0848                          SUPERSEDED SURVEY CONTROL
 MZ0848
 MZ0848.No superseded survey control is available for this station.
 MZ0848
 MZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN032131(NAD 83)
 MZ0848_MARKER: DB = BENCH MARK DISK
 MZ0848_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MZ0848+WITH SETTING: INTO GROUND
 MZ0848_STAMPING: D 398 1974
 MZ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0848+STABILITY: SURFACE MOTION
 MZ0848
 MZ0848  HISTORY     - Date     Condition        Report By
 MZ0848  HISTORY     - 1974     MONUMENTED       NGS
 MZ0848  HISTORY     - 19971111 GOOD             USPSQD
 MZ0848
 MZ0848                          STATION DESCRIPTION
 MZ0848
 MZ0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0848'2.5 MI N FROM CASTLETON-ON-HUDSON.
 MZ0848'2.5 MILES NORTH ALONG STATE HIGHWAY 9 J FROM THE POST OFFICE AT
 MZ0848'CASTLETON-ON-HUDSON, 78 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MZ0848'102 FEET EAST AND ACROSS THE HIGHWAY FROM A WIRE GUARDRAIL, 5 FEET
 MZ0848'SOUTHEAST OF TELEPHONE POLE NO. 148 WITH GUY WIRE, 4.5 FEET WEST OF A
 MZ0848'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND ON
 MZ0848'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 MZ0848'METAL BASE PLATE, THE DISK IS FLUSH WITH THE GROUND AND ENCASED IN A
 MZ0848'4-INCH PLASTIC PIPE WHICH PROJECTS 1 INCH.
 MZ0848
 MZ0848                          STATION RECOVERY (1997)
 MZ0848
 MZ0848'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1246 ***********************************************************************
 MZ1246  DESIGNATION -  D 399
 MZ1246  PID         -  MZ1246
 MZ1246  STATE/COUNTY-  NY/DUTCHESS
 MZ1246  USGS QUAD   -  SAUGERTIES (1978)
 MZ1246
 MZ1246                         *CURRENT SURVEY CONTROL
 MZ1246  ___________________________________________________________________
 MZ1246* NAD 83(1986)-  42 00 46.     (N)    073 54 22.     (W)     SCALED    
 MZ1246* NAVD 88     -        48.624  (meters)     159.53   (feet)  ADJUSTED  
 MZ1246  ___________________________________________________________________
 MZ1246  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MZ1246  DYNAMIC HT  -          48.607 (meters)     159.47  (feet)  COMP
 MZ1246  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 MZ1246  OBS GRAVITY -     980,277.9   (mgal)                       GRAV_OBS
 MZ1246
 MZ1246  VERT ORDER  -  FIRST     CLASS I
 MZ1246
 MZ1246.The horizontal coordinates were scaled from a topographic map and have
 MZ1246.an estimated accuracy of +/- 6 seconds.
 MZ1246
 MZ1246.The orthometric height was determined by differential leveling
 MZ1246.and adjusted by the National Geodetic Survey in June 1991..
 MZ1246
 MZ1246.The geoid height was determined by GEOID03.
 MZ1246
 MZ1246.The dynamic height is computed by dividing the NAVD 88
 MZ1246.geopotential number by the normal gravity value computed on the
 MZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1246.degrees latitude (g = 980.6199 gals.).
 MZ1246
 MZ1246.The modeled gravity was interpolated from observed gravity values.
 MZ1246.The observed gravity was obtained from relative gravimeter ties
 MZ1246.to the IGSN71 gravity network.
 MZ1246
 MZ1246;                    North         East    Units  Estimated Accuracy
 MZ1246;SPC NY E     -   353,190.      199,190.      MT  (+/- 180 meters Scaled)
 MZ1246
 MZ1246                          SUPERSEDED SURVEY CONTROL
 MZ1246
 MZ1246.No superseded survey control is available for this station.
 MZ1246
 MZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM905517(NAD 83)
 MZ1246_MARKER: DB = BENCH MARK DISK
 MZ1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1246_SP_SET: ABUTMENT
 MZ1246_STAMPING: D 399 1974
 MZ1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1246+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 MZ1246
 MZ1246  HISTORY     - Date     Condition        Report By
 MZ1246  HISTORY     - 1974     MONUMENTED       NGS
 MZ1246  HISTORY     - 20040428 GOOD             MAP
 MZ1246
 MZ1246                          STATION DESCRIPTION
 MZ1246
 MZ1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ1246'7.2 MI N FROM RHINEBECK.
 MZ1246'1.7 MILES EAST ALONG STATE HIGHWAY 308 FROM THE JUNCTION OF U.S.
 MZ1246'HIGHWAY 9 AT RHINEBECK, THENCE 5.55 MILES NORTH ALONG STATE
 MZ1246'HIGHWAY 9G, 0.05 MILE SOUTH OF KELLY ROAD LEADING NORTHEAST, AT
 MZ1246'BRIDGE OVER SAW KILL CREEK, SET IN THE TOP OF THE WEST END OF THE
 MZ1246'SOUTH BRIDGE ABUTMENT, 21.5 FEET WEST OF CENTER LINE OF THE
 MZ1246'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MZ1246
 MZ1246                          STATION RECOVERY (2004)
 MZ1246
 MZ1246'RECOVERY NOTE BY MAPCO 2004 (MJP)
 MZ1246'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2134 ***********************************************************************
 PG2134  DESIGNATION -  D 3AM 1/3 TT 662 1941
 PG2134  PID         -  PG2134
 PG2134  STATE/COUNTY-  NY/CLINTON
 PG2134  USGS QUAD   -  DANNEMORA (1966)
 PG2134
 PG2134                         *CURRENT SURVEY CONTROL
 PG2134  ___________________________________________________________________
 PG2134* NAD 83(1996)-  44 44 27.46752(N)    073 42 56.58177(W)     ADJUSTED  
 PG2134* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 PG2134  ___________________________________________________________________
 PG2134  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 PG2134  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 PG2134
 PG2134  HORZ ORDER  -  SECOND
 PG2134
 PG2134.The horizontal coordinates were established by classical geodetic methods
 PG2134.and adjusted by the National Geodetic Survey in January 1999..
 PG2134
 PG2134.The orthometric height was scaled from a topographic map.
 PG2134
 PG2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2134
 PG2134.The geoid height was determined by GEOID03.
 PG2134
 PG2134;                    North         East     Units Scale Factor Converg.
 PG2134;SPC NY E     -   656,389.760   212,110.026   MT  0.99994742   +0 33 07.5
 PG2134;SPC NY E     - 2,153,505.40    695,897.64   sFT  0.99994742   +0 33 07.5
 PG2134;UTM  18      - 4,954,977.540   601,676.269   MT  0.99972713   +0 54 14.7
 PG2134
 PG2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2134!SPC NY E     -   0.99990037  x   0.99994742  =   0.99984780
 PG2134!UTM  18      -   0.99990037  x   0.99972713  =   0.99962753
 PG2134
 PG2134                          SUPERSEDED SURVEY CONTROL
 PG2134
 PG2134  NAD 83(1996)-  44 44 27.46993(N)    073 42 56.58008(W) AD(       ) 2
 PG2134  NAD 83(1992)-  44 44 27.46957(N)    073 42 56.58074(W) AD(       ) 2
 PG2134  NAD 83(1986)-  44 44 27.47435(N)    073 42 56.58386(W) AD(       ) 2
 PG2134  NAD 27      -  44 44 27.32800(N)    073 42 58.07300(W) AD(       ) 2
 PG2134
 PG2134.Superseded values are not recommended for survey control.
 PG2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2134.See file dsdata.txt to determine how the superseded data were derived.
 PG2134
 PG2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0167654978(NAD 83)
 PG2134
 PG2134  HISTORY     - Date     Condition        Report By
 PG2134  HISTORY     - 1941     MONUMENTED       CGS
 PG2134
 PG2134                          STATION DESCRIPTION
 PG2134
 PG2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 PG2134'SEE STATION DANNEMORA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1491 ***********************************************************************
 LX1491  DESIGNATION -  D 400
 LX1491  PID         -  LX1491
 LX1491  STATE/COUNTY-  NY/DUTCHESS
 LX1491  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1491
 LX1491                         *CURRENT SURVEY CONTROL
 LX1491  ___________________________________________________________________
 LX1491* NAD 83(1986)-  41 40 20.     (N)    073 55 41.     (W)     SCALED    
 LX1491* NAVD 88     -        53.624  (meters)     175.93   (feet)  ADJUSTED  
 LX1491  ___________________________________________________________________
 LX1491  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LX1491  DYNAMIC HT  -          53.605 (meters)     175.87  (feet)  COMP
 LX1491  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 LX1491
 LX1491  VERT ORDER  -  FIRST     CLASS I
 LX1491
 LX1491.The horizontal coordinates were scaled from a topographic map and have
 LX1491.an estimated accuracy of +/- 6 seconds.
 LX1491
 LX1491.The orthometric height was determined by differential leveling
 LX1491.and adjusted by the National Geodetic Survey in June 1991..
 LX1491
 LX1491.The geoid height was determined by GEOID03.
 LX1491
 LX1491.The dynamic height is computed by dividing the NAVD 88
 LX1491.geopotential number by the normal gravity value computed on the
 LX1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1491.degrees latitude (g = 980.6199 gals.).
 LX1491
 LX1491.The modeled gravity was interpolated from observed gravity values.
 LX1491
 LX1491;                    North         East    Units  Estimated Accuracy
 LX1491;SPC NY E     -   315,360.      197,620.      MT  (+/- 180 meters Scaled)
 LX1491
 LX1491                          SUPERSEDED SURVEY CONTROL
 LX1491
 LX1491  NGVD 29 (??/??/??)   53.890  (m)          176.80   (f) ADJUSTED    1 1
 LX1491
 LX1491.Superseded values are not recommended for survey control.
 LX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1491.See file dsdata.txt to determine how the superseded data were derived.
 LX1491
 LX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM892139(NAD 83)
 LX1491_MARKER: DB = BENCH MARK DISK
 LX1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1491_SP_SET: CULVERT
 LX1491_STAMPING: D 400 1974
 LX1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1491
 LX1491  HISTORY     - Date     Condition        Report By
 LX1491  HISTORY     - 1974     MONUMENTED       NGS
 LX1491  HISTORY     - 1978     GOOD             NGS
 LX1491  HISTORY     - 19910522 MARK NOT FOUND   USPSQD
 LX1491
 LX1491                          STATION DESCRIPTION
 LX1491
 LX1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1491'2.6 MI S FROM POUGHKEEPSIE.
 LX1491'2.6 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1491'OVERPASS AT POUGHKEEPSIE, 0.3 MILE NORTH OF THE ENTRANCE TO
 LX1491'HUDSON PLAZA, DIRECTLY ACROSS THE HIGHWAY FROM THE FIRST
 LX1491'NATIONAL BANK OF POUGHKEEPSIE BRANCH, 30.2 FEET WEST OF THE
 LX1491'CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 5.7 FEET EAST OF
 LX1491'A FENCE, 57 1/2 FEET NORTH OF POWER POLE 520-2513 WITH TWO
 LX1491'GUY WIRES, 86.8 FEET SOUTH OF POWER POLE 520-2514 WITH TWO GUY
 LX1491'WIRES AND BEARING A STREET LIGHT, IN THE TOP OF THE NORTH END
 LX1491'OF THE WEST CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT, AND
 LX1491'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LX1491
 LX1491                          STATION RECOVERY (1978)
 LX1491
 LX1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1491'RECOVERED IN GOOD CONDITION.
 LX1491
 LX1491                          STATION RECOVERY (1991)
 LX1491
 LX1491'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1319 ***********************************************************************
 LX1319  DESIGNATION -  D 401
 LX1319  PID         -  LX1319
 LX1319  STATE/COUNTY-  NY/PUTNAM
 LX1319  USGS QUAD   -  PEEKSKILL (1981)
 LX1319
 LX1319                         *CURRENT SURVEY CONTROL
 LX1319  ___________________________________________________________________
 LX1319* NAD 83(1986)-  41 20 23.     (N)    073 55 26.     (W)     SCALED    
 LX1319* NAVD 88     -       116.143  (meters)     381.05   (feet)  ADJUSTED  
 LX1319  ___________________________________________________________________
 LX1319  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LX1319  DYNAMIC HT  -         116.099 (meters)     380.90  (feet)  COMP
 LX1319  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 LX1319
 LX1319  VERT ORDER  -  FIRST     CLASS I
 LX1319
 LX1319.The horizontal coordinates were scaled from a topographic map and have
 LX1319.an estimated accuracy of +/- 6 seconds.
 LX1319
 LX1319.The orthometric height was determined by differential leveling
 LX1319.and adjusted by the National Geodetic Survey in June 1991..
 LX1319
 LX1319.The geoid height was determined by GEOID03.
 LX1319
 LX1319.The dynamic height is computed by dividing the NAVD 88
 LX1319.geopotential number by the normal gravity value computed on the
 LX1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1319.degrees latitude (g = 980.6199 gals.).
 LX1319
 LX1319.The modeled gravity was interpolated from observed gravity values.
 LX1319
 LX1319;                    North         East    Units  Estimated Accuracy
 LX1319;SPC NY E     -   278,430.      198,220.      MT  (+/- 180 meters Scaled)
 LX1319
 LX1319                          SUPERSEDED SURVEY CONTROL
 LX1319
 LX1319  NGVD 29 (??/??/??)  116.439  (m)          382.02   (f) ADJUSTED    1 1
 LX1319
 LX1319.Superseded values are not recommended for survey control.
 LX1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1319.See file dsdata.txt to determine how the superseded data were derived.
 LX1319
 LX1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL900770(NAD 83)
 LX1319_MARKER: DB = BENCH MARK DISK
 LX1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1319_SP_SET: BRIDGE
 LX1319_STAMPING: D 401 1974
 LX1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1319
 LX1319  HISTORY     - Date     Condition        Report By
 LX1319  HISTORY     - 1974     MONUMENTED       NGS
 LX1319  HISTORY     - 1978     GOOD             NGS
 LX1319
 LX1319                          STATION DESCRIPTION
 LX1319
 LX1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1319'3.8 MI N FROM PEEKSKILL.
 LX1319'3.75 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1319'OVERPASS AT PEEKSKILL, 0.85 MILE NORTH OF THE PUTNAM-WESTCHESTER
 LX1319'COUNTY LINE, AT THE CROSSING OF THE APPLACHAIN TRAIL, IN THE TOP
 LX1319'OF THE NORTH END OF A LONG CONCRETE RETAINING WALL EXTENDING
 LX1319'FROM A BRIDGE OVER ANNSVILLE CREEK, 71.0 FEET NORTH OF THE NORTH
 LX1319'END OF THE WEST CONCRETE BANISTER OF THE BRIDGE, 26.4 FEET WEST
 LX1319'OF THE CENTER LINE OF THE HIGHWAY, 52.5 FEET WEST AND ACROSS THE
 LX1319'HIGHWAY FROM THE SOUTHWEST CORNER OF THE BAVARIAN INN, 59.3 FEET
 LX1319'SOUTH OF TELEPHONE POLE 32, AND ABOUT 1/2 FOOT LOWER THAN THE
 LX1319'HIGHWAY.
 LX1319
 LX1319                          STATION RECOVERY (1978)
 LX1319
 LX1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1349 ***********************************************************************
 LX1349  DESIGNATION -  D 402
 LX1349  PID         -  LX1349
 LX1349  STATE/COUNTY-  NY/WESTCHESTER
 LX1349  USGS QUAD   -  WHITE PLAINS (1967)
 LX1349
 LX1349                         *CURRENT SURVEY CONTROL
 LX1349  ___________________________________________________________________
 LX1349* NAD 83(1986)-  41 05 19.     (N)    073 51 41.     (W)     SCALED    
 LX1349* NAVD 88     -         7.773  (meters)      25.50   (feet)  ADJUSTED  
 LX1349  ___________________________________________________________________
 LX1349  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1349  DYNAMIC HT  -           7.770 (meters)      25.49  (feet)  COMP
 LX1349  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 LX1349
 LX1349  VERT ORDER  -  FIRST     CLASS I
 LX1349
 LX1349.The horizontal coordinates were scaled from a topographic map and have
 LX1349.an estimated accuracy of +/- 6 seconds.
 LX1349
 LX1349.The orthometric height was determined by differential leveling
 LX1349.and adjusted by the National Geodetic Survey in June 1991..
 LX1349
 LX1349.The geoid height was determined by GEOID03.
 LX1349
 LX1349.The dynamic height is computed by dividing the NAVD 88
 LX1349.geopotential number by the normal gravity value computed on the
 LX1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1349.degrees latitude (g = 980.6199 gals.).
 LX1349
 LX1349.The modeled gravity was interpolated from observed gravity values.
 LX1349
 LX1349;                    North         East    Units  Estimated Accuracy
 LX1349;SPC NY E     -   250,580.      203,650.      MT  (+/- 180 meters Scaled)
 LX1349
 LX1349                          SUPERSEDED SURVEY CONTROL
 LX1349
 LX1349  NGVD 29 (??/??/??)    8.066  (m)           26.46   (f) ADJUSTED    1 1
 LX1349
 LX1349.Superseded values are not recommended for survey control.
 LX1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1349.See file dsdata.txt to determine how the superseded data were derived.
 LX1349
 LX1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL956492(NAD 83)
 LX1349_MARKER: DB = BENCH MARK DISK
 LX1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1349_SP_SET: BRIDGE
 LX1349_STAMPING: D 402 1974
 LX1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1349
 LX1349  HISTORY     - Date     Condition        Report By
 LX1349  HISTORY     - 1974     MONUMENTED       NGS
 LX1349  HISTORY     - 1978     GOOD             NGS
 LX1349  HISTORY     - 1988     GOOD             USPSQD
 LX1349  HISTORY     - 1989     GOOD             USPSQD
 LX1349
 LX1349                          STATION DESCRIPTION
 LX1349
 LX1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1349'0.8 MI N FROM TARRYTOWN.
 LX1349'0.85 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 LX1349'TARRYTOWN, SET IN THE TOP NORTH END OF THE WEST CONCRETE BRIDGE
 LX1349'BANSTER SUPPORTING A STREET LIGHT, 10.3 FEET WEST OF THE WEST
 LX1349'CURB OF HIGHWAY 9, 32 FEET SOUTH OF THE SOUTH CURB OF BELLWOOD
 LX1349'AVENUE AND 3.4 FEET ABOVE THE SIDEWALK.
 LX1349
 LX1349                          STATION RECOVERY (1978)
 LX1349
 LX1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1349'RECOVERED IN GOOD CONDITION.
 LX1349
 LX1349                          STATION RECOVERY (1988)
 LX1349
 LX1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1349'RECOVERED IN GOOD CONDITION.
 LX1349
 LX1349                          STATION RECOVERY (1989)
 LX1349
 LX1349'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0675 ***********************************************************************
 OF0675  DESIGNATION -  D 403
 OF0675  PID         -  OF0675
 OF0675  STATE/COUNTY-  NY/OSWEGO
 OF0675  USGS QUAD   -  OSWEGO WEST (1978)
 OF0675
 OF0675                         *CURRENT SURVEY CONTROL
 OF0675  ___________________________________________________________________
 OF0675* NAD 83(1986)-  43 27 27.     (N)    076 30 29.     (W)     SCALED    
 OF0675* NAVD 88     -        83.745  (meters)     274.75   (feet)  ADJUSTED  
 OF0675  ___________________________________________________________________
 OF0675  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OF0675  DYNAMIC HT  -          83.728 (meters)     274.70  (feet)  COMP
 OF0675  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 OF0675
 OF0675  VERT ORDER  -  FIRST     CLASS I
 OF0675
 OF0675.The horizontal coordinates were scaled from a topographic map and have
 OF0675.an estimated accuracy of +/- 6 seconds.
 OF0675
 OF0675.The orthometric height was determined by differential leveling
 OF0675.and adjusted by the National Geodetic Survey in June 1991..
 OF0675
 OF0675.The geoid height was determined by GEOID03.
 OF0675
 OF0675.The dynamic height is computed by dividing the NAVD 88
 OF0675.geopotential number by the normal gravity value computed on the
 OF0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0675.degrees latitude (g = 980.6199 gals.).
 OF0675
 OF0675.The modeled gravity was interpolated from observed gravity values.
 OF0675
 OF0675;                    North         East    Units  Estimated Accuracy
 OF0675;SPC NY C     -   384,000.      256,090.      MT  (+/- 180 meters Scaled)
 OF0675
 OF0675                          SUPERSEDED SURVEY CONTROL
 OF0675
 OF0675.No superseded survey control is available for this station.
 OF0675
 OF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP779127(NAD 83)
 OF0675_MARKER: DB = BENCH MARK DISK
 OF0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0675_SP_SET: BRIDGE ABUTMENT
 OF0675_STAMPING: D 403 1975
 OF0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0675+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 OF0675
 OF0675  HISTORY     - Date     Condition        Report By
 OF0675  HISTORY     - 1975     MONUMENTED       NGS
 OF0675  HISTORY     - 19910801 GOOD             USPSQD
 OF0675  HISTORY     - 20050808 GOOD             NGS
 OF0675
 OF0675                          STATION DESCRIPTION
 OF0675
 OF0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0675'AT OSWEGO.
 OF0675'AT THE JUNCTION OF U.S. HWY. 104 AND STATE HWY. 57, 188.3 FT. WEST
 OF0675'OF THE WEST CURB OF STATE HWY 57, 23.2 FT. SOUTH OF THE CENTERLINE
 OF0675'OF EAST BOUND TRAFFIC LANE OF U.S. HWY. 104, 47.6 FT. WEST OF A STEEL
 OF0675'LIGHT POLE NO. PGE-6N, 0.7 FT. SOUTH OF A GUARD RAIL, IN TOP OF THE
 OF0675'SOUTH ABUTMENT OF THE EAST END OF A 4 LANE BRIDGE OVER LAKE ONTARIO,
 OF0675'SET ABOUT 1 1/2 FT. ABOVE LEVEL OF HWY.
 OF0675
 OF0675                          STATION RECOVERY (1991)
 OF0675
 OF0675'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLB)
 OF0675'RECOVERED IN GOOD CONDITION.
 OF0675
 OF0675                          STATION RECOVERY (2005)
 OF0675
 OF0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OF0675'US 104 IS NOW NY 104 = BRIDGE ST.  NY 57 IS NOW NY481 = EAST FIRST ST.
 OF0675'BRIDGE CROSSES OWSEGO RIVER AND CANAL, NOT LAKE ONTARIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0916 ***********************************************************************
 OE0916  DESIGNATION -  D 404
 OE0916  PID         -  OE0916
 OE0916  STATE/COUNTY-  NY/ONEIDA
 OE0916  USGS QUAD   -  SOUTH TRENTON (1983)
 OE0916
 OE0916                         *CURRENT SURVEY CONTROL
 OE0916  ___________________________________________________________________
 OE0916* NAD 83(1986)-  43 07 31.     (N)    075 14 38.     (W)     SCALED    
 OE0916* NAVD 88     -       132.081  (meters)     433.34   (feet)  ADJUSTED  
 OE0916  ___________________________________________________________________
 OE0916  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 OE0916  DYNAMIC HT  -         132.047 (meters)     433.22  (feet)  COMP
 OE0916  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OE0916
 OE0916  VERT ORDER  -  FIRST     CLASS I
 OE0916
 OE0916.The horizontal coordinates were scaled from a topographic map and have
 OE0916.an estimated accuracy of +/- 6 seconds.
 OE0916
 OE0916.The orthometric height was determined by differential leveling
 OE0916.and adjusted by the National Geodetic Survey in June 1991..
 OE0916
 OE0916.The geoid height was determined by GEOID03.
 OE0916
 OE0916.The dynamic height is computed by dividing the NAVD 88
 OE0916.geopotential number by the normal gravity value computed on the
 OE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0916.degrees latitude (g = 980.6199 gals.).
 OE0916
 OE0916.The modeled gravity was interpolated from observed gravity values.
 OE0916
 OE0916;                    North         East    Units  Estimated Accuracy
 OE0916;SPC NY C     -   347,960.      358,990.      MT  (+/- 180 meters Scaled)
 OE0916
 OE0916                          SUPERSEDED SURVEY CONTROL
 OE0916
 OE0916.No superseded survey control is available for this station.
 OE0916
 OE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN801747(NAD 83)
 OE0916_MARKER: DB = BENCH MARK DISK
 OE0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0916_SP_SET: BRIDGE
 OE0916_STAMPING: D 404 1975
 OE0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0916
 OE0916  HISTORY     - Date     Condition        Report By
 OE0916  HISTORY     - 1975     MONUMENTED       NGS
 OE0916
 OE0916                          STATION DESCRIPTION
 OE0916
 OE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0916'1.95 MI N FROM UTICA.
 OE0916'ABOUT 1.95 MILES NORTH ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0916'STATION AT UTICA, SET IN THE SOUTHEAST WING WALL OF A RAILROAD BRIDGE
 OE0916'THAT CROSSES OVER THE NEW YORK THRUWAY, 7.8 FEET EAST FROM THE EAST
 OE0916'RAIL OF THE TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0891 ***********************************************************************
 OE0891  DESIGNATION -  D 405
 OE0891  PID         -  OE0891
 OE0891  STATE/COUNTY-  NY/ONEIDA
 OE0891  USGS QUAD   -  FORESTPORT (1945)
 OE0891
 OE0891                         *CURRENT SURVEY CONTROL
 OE0891  ___________________________________________________________________
 OE0891* NAD 83(1986)-  43 25 09.     (N)    075 11 33.     (W)     SCALED    
 OE0891* NAVD 88     -       365.488  (meters)    1199.11   (feet)  ADJUSTED  
 OE0891  ___________________________________________________________________
 OE0891  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 OE0891  DYNAMIC HT  -         365.394 (meters)    1198.80  (feet)  COMP
 OE0891  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 OE0891
 OE0891  VERT ORDER  -  FIRST     CLASS I
 OE0891
 OE0891.The horizontal coordinates were scaled from a topographic map and have
 OE0891.an estimated accuracy of +/- 6 seconds.
 OE0891
 OE0891.The orthometric height was determined by differential leveling
 OE0891.and adjusted by the National Geodetic Survey in June 1991..
 OE0891
 OE0891.The geoid height was determined by GEOID03.
 OE0891
 OE0891.The dynamic height is computed by dividing the NAVD 88
 OE0891.geopotential number by the normal gravity value computed on the
 OE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0891.degrees latitude (g = 980.6199 gals.).
 OE0891
 OE0891.The modeled gravity was interpolated from observed gravity values.
 OE0891
 OE0891;                    North         East    Units  Estimated Accuracy
 OE0891;SPC NY C     -   380,680.      362,630.      MT  (+/- 180 meters Scaled)
 OE0891
 OE0891                          SUPERSEDED SURVEY CONTROL
 OE0891
 OE0891.No superseded survey control is available for this station.
 OE0891
 OE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP844073(NAD 83)
 OE0891_MARKER: DV = VERTICAL CONTROL DISK
 OE0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0891_SP_SET: CONCRETE POST
 OE0891_STAMPING: D 405 1975
 OE0891_MARK LOGO: NGS   
 OE0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0891+STABILITY: SURFACE MOTION
 OE0891
 OE0891  HISTORY     - Date     Condition        Report By
 OE0891  HISTORY     - 1975     MONUMENTED       NGS
 OE0891  HISTORY     - 19920602 GOOD             USPSQD
 OE0891  HISTORY     - 20020531 GOOD             USPSQD
 OE0891
 OE0891                          STATION DESCRIPTION
 OE0891
 OE0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0891'1.75 MI SE FROM FORESTPORT.
 OE0891'ABOUT 0.9 MILES SOUTHEAST ALONG WOODHALL ROAD FROM THE POST OFFICE AT
 OE0891'FORESTPORT, THENCE 0.85 MILES SOUTH ALONG DUSTIN ROAD, 65.0 FEET
 OE0891'NORTHWEST FROM THE CENTERLINE OF THE JUNCTION OF DUSTIN ROAD WITH
 OE0891'BOWER ROAD, 61.0 FEET WEST OF THE CENTERLINE OF DUSTIN ROAD, 21.0 FEET
 OE0891'NORTH FROM THE CENTERLINE OF BOWER ROAD, 4.2 FEET WEST FROM POWER POLE
 OE0891'NO. 4, 2.6 FEET EAST OF A METAL WITNESS POST, SET AT THE JUNCTION OF
 OE0891'BOWER ROAD, ABOUT 2.5 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 OE0891'OF A 4 FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 OE0891'THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING
 OE0891'0.2 FEET ABOVE THE GROUND.
 OE0891
 OE0891                          STATION RECOVERY (1992)
 OE0891
 OE0891'RECOVERY NOTE BY US POWER SQUADRON 1992
 OE0891'RECOVERED IN GOOD CONDITION. NOTE--THE MARK IS NOW 5 INCHES BELOW
 OE0891'GROUND LEVEL.
 OE0891
 OE0891                          STATION RECOVERY (2002)
 OE0891
 OE0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0891'MARK IS NOW ABOUT 4 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0547 ***********************************************************************
 OE0547  DESIGNATION -  D 406
 OE0547  PID         -  OE0547
 OE0547  STATE/COUNTY-  NY/HERKIMER
 OE0547  USGS QUAD   -  
 OE0547
 OE0547                         *CURRENT SURVEY CONTROL
 OE0547  ___________________________________________________________________
 OE0547* NAD 83(1986)-  43 41 04.     (N)    075 01 57.     (W)     SCALED    
 OE0547* NAVD 88     -       544.660  (meters)    1786.94   (feet)  ADJUSTED  
 OE0547  ___________________________________________________________________
 OE0547  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 OE0547  DYNAMIC HT  -         544.526 (meters)    1786.50  (feet)  COMP
 OE0547  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 OE0547
 OE0547  VERT ORDER  -  FIRST     CLASS I
 OE0547
 OE0547.The horizontal coordinates were scaled from a topographic map and have
 OE0547.an estimated accuracy of +/- 6 seconds.
 OE0547
 OE0547.The orthometric height was determined by differential leveling
 OE0547.and adjusted by the National Geodetic Survey in June 1991..
 OE0547
 OE0547.The geoid height was determined by GEOID03.
 OE0547
 OE0547.The dynamic height is computed by dividing the NAVD 88
 OE0547.geopotential number by the normal gravity value computed on the
 OE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0547.degrees latitude (g = 980.6199 gals.).
 OE0547
 OE0547.The modeled gravity was interpolated from observed gravity values.
 OE0547
 OE0547;                    North         East    Units  Estimated Accuracy
 OE0547;SPC NY E     -   538,840.      107,070.      MT  (+/- 180 meters Scaled)
 OE0547
 OE0547                          SUPERSEDED SURVEY CONTROL
 OE0547
 OE0547.No superseded survey control is available for this station.
 OE0547
 OE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP973368(NAD 83)
 OE0547_MARKER: DB = BENCH MARK DISK
 OE0547_SETTING: 66 = SET IN ROCK OUTCROP
 OE0547_SP_SET: BEDROCK
 OE0547_STAMPING: D 406 1975
 OE0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0547+STABILITY: POSITION/ELEVATION WELL
 OE0547
 OE0547  HISTORY     - Date     Condition        Report By
 OE0547  HISTORY     - 1975     MONUMENTED       NGS
 OE0547
 OE0547                          STATION DESCRIPTION
 OE0547
 OE0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0547'4.0 MI S FROM OLD FORGE.
 OE0547'4.0 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE FULTON CHAIN OF LAKES
 OE0547'DAM AT OLD FORGE, SET IN THE TOP OF BEDROCK, 45.6 FEET NORTHWEST OF
 OE0547'CENTER LINE OF THE HIGHWAY, ABOUT 0.05 MILE SOUTHWEST OF A ROAD
 OE0547'LEADING TO SPRUCE RIDGE CAMP, 106 FEET SOUTHWEST OF POWER POLE NO.
 OE0547'5-35, 4.7 FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT LEVEL WITH
 OE0547'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0455 ***********************************************************************
 OE0455  DESIGNATION -  D 407
 OE0455  PID         -  OE0455
 OE0455  STATE/COUNTY-  NY/HERKIMER
 OE0455  USGS QUAD   -  
 OE0455
 OE0455                         *CURRENT SURVEY CONTROL
 OE0455  ___________________________________________________________________
 OE0455* NAD 83(1986)-  43 54 54.     (N)    074 54 06.     (W)     SCALED    
 OE0455* NAVD 88     -       511.032  (meters)    1676.61   (feet)  ADJUSTED  
 OE0455  ___________________________________________________________________
 OE0455  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 OE0455  DYNAMIC HT  -         510.912 (meters)    1676.22  (feet)  COMP
 OE0455  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 OE0455
 OE0455  VERT ORDER  -  FIRST     CLASS I
 OE0455
 OE0455.The horizontal coordinates were scaled from a topographic map and have
 OE0455.an estimated accuracy of +/- 6 seconds.
 OE0455
 OE0455.The orthometric height was determined by differential leveling
 OE0455.and adjusted by the National Geodetic Survey in June 1991..
 OE0455
 OE0455.The geoid height was determined by GEOID03.
 OE0455
 OE0455.The dynamic height is computed by dividing the NAVD 88
 OE0455.geopotential number by the normal gravity value computed on the
 OE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0455.degrees latitude (g = 980.6199 gals.).
 OE0455
 OE0455.The modeled gravity was interpolated from observed gravity values.
 OE0455
 OE0455;                    North         East    Units  Estimated Accuracy
 OE0455;SPC NY E     -   564,400.      117,740.      MT  (+/- 180 meters Scaled)
 OE0455
 OE0455                          SUPERSEDED SURVEY CONTROL
 OE0455
 OE0455.No superseded survey control is available for this station.
 OE0455
 OE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP078624(NAD 83)
 OE0455_MARKER: DB = BENCH MARK DISK
 OE0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0455_SP_SET: CULVERT
 OE0455_STAMPING: D 407 1975
 OE0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0455
 OE0455  HISTORY     - Date     Condition        Report By
 OE0455  HISTORY     - 1975     MONUMENTED       NGS
 OE0455
 OE0455                          STATION DESCRIPTION
 OE0455
 OE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0455'9.6 MI NE FROM BIG MOOSE.
 OE0455'ABOUT 9.6 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0455'STATION AT BIG MOOSE, 0.5 MILES NORTHEAST OF MILE POST 78, 24.5 FEET
 OE0455'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE SOUTHWEST END OF THE
 OE0455'NORTHWEST HEADWALL OF A 10 FOOT CONCRETE PIPE CULVERT WITH WING WALLS.
 OE0455'NORTHWEST HEADWALL OF A 10 FOOT CONCRETE PIPE CULVERT WITH WING WALLS.
 OE0455'THE HEADWALL IS 28 FEET LONG, OVER THE STILLWATER RESERVOIR, AND SET
 OE0455'ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0220 ***********************************************************************
 PH0220  DESIGNATION -  D 408
 PH0220  PID         -  PH0220
 PH0220  STATE/COUNTY-  NY/FRANKLIN
 PH0220  USGS QUAD   -  
 PH0220
 PH0220                         *CURRENT SURVEY CONTROL
 PH0220  ___________________________________________________________________
 PH0220* NAD 83(1986)-  44 25 43.     (N)    074 24 38.     (W)     SCALED    
 PH0220* NAVD 88     -       484.089  (meters)    1588.22   (feet)  ADJUSTED  
 PH0220  ___________________________________________________________________
 PH0220  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 PH0220  DYNAMIC HT  -         484.005 (meters)    1587.94  (feet)  COMP
 PH0220  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 PH0220
 PH0220  VERT ORDER  -  FIRST     CLASS I
 PH0220
 PH0220.The horizontal coordinates were scaled from a topographic map and have
 PH0220.an estimated accuracy of +/- 6 seconds.
 PH0220
 PH0220.The orthometric height was determined by differential leveling
 PH0220.and adjusted by the National Geodetic Survey in June 1991..
 PH0220
 PH0220.The geoid height was determined by GEOID03.
 PH0220
 PH0220.The dynamic height is computed by dividing the NAVD 88
 PH0220.geopotential number by the normal gravity value computed on the
 PH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0220.degrees latitude (g = 980.6199 gals.).
 PH0220
 PH0220.The modeled gravity was interpolated from observed gravity values.
 PH0220
 PH0220;                    North         East    Units  Estimated Accuracy
 PH0220;SPC NY E     -   621,390.      157,120.      MT  (+/- 180 meters Scaled)
 PH0220
 PH0220                          SUPERSEDED SURVEY CONTROL
 PH0220
 PH0220.No superseded survey control is available for this station.
 PH0220
 PH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ469196(NAD 83)
 PH0220_MARKER: DB = BENCH MARK DISK
 PH0220_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0220+WITH SETTING: INTO GROUND
 PH0220_STAMPING: D 408 1975
 PH0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0220+STABILITY: SURFACE MOTION
 PH0220
 PH0220  HISTORY     - Date     Condition        Report By
 PH0220  HISTORY     - 1975     MONUMENTED       NGS
 PH0220
 PH0220                          STATION DESCRIPTION
 PH0220
 PH0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0220'16.90 MI N FROM TUPPER LAKE.
 PH0220'0.60 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 PH0220'NEW YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILE EAST ALONG
 PH0220'9TH STREET, THENCE 16.25 MILES NORTH ALONG A DIRT ROAD, AT BAY POND,
 PH0220'AT THE NORTH END OF A TREE WIND BRAKE, 13.5 FEET SOUTH OF APPROXIMATE
 PH0220'CENTER OF THE DIRT ROAD, 111.5 FEET WEST OF THE APPROXIMATE CENTER OF
 PH0220'THE BLACKTOP ROAD, 4.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 PH0220'ONE FOOT ABOVE THE LEVEL OF THE DIRT ROAD AND ON THE TOP OF A COPPER
 PH0220'COATED STEEL ROD WHICH IS 4 FEET LONG ATTACHED TO A METAL BASE PLATE,
 PH0220'THE DISK IS 1 INCH BELOW THE SURFACE OF THE GROUND ENCASED IN A PIPE
 PH0220'SURROUNDED BY CONCRETE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0491 ***********************************************************************
 PH0491  DESIGNATION -  D 409
 PH0491  PID         -  PH0491
 PH0491  STATE/COUNTY-  NY/FRANKLIN
 PH0491  USGS QUAD   -  BRUSHTON (1964)
 PH0491
 PH0491                         *CURRENT SURVEY CONTROL
 PH0491  ___________________________________________________________________
 PH0491* NAD 83(1986)-  44 51 19.     (N)    074 33 34.     (W)     SCALED    
 PH0491* NAVD 88     -       100.318  (meters)     329.13   (feet)  ADJUSTED  
 PH0491  ___________________________________________________________________
 PH0491  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 PH0491  DYNAMIC HT  -         100.314 (meters)     329.11  (feet)  COMP
 PH0491  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 PH0491
 PH0491  VERT ORDER  -  FIRST     CLASS I
 PH0491
 PH0491.The horizontal coordinates were scaled from a topographic map and have
 PH0491.an estimated accuracy of +/- 6 seconds.
 PH0491
 PH0491.The orthometric height was determined by differential leveling
 PH0491.and adjusted by the National Geodetic Survey in June 1991..
 PH0491
 PH0491.The geoid height was determined by GEOID03.
 PH0491
 PH0491.The dynamic height is computed by dividing the NAVD 88
 PH0491.geopotential number by the normal gravity value computed on the
 PH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0491.degrees latitude (g = 980.6199 gals.).
 PH0491
 PH0491.The modeled gravity was interpolated from observed gravity values.
 PH0491
 PH0491;                    North         East    Units  Estimated Accuracy
 PH0491;SPC NY E     -   668,800.      145,300.      MT  (+/- 180 meters Scaled)
 PH0491
 PH0491                          SUPERSEDED SURVEY CONTROL
 PH0491
 PH0491.No superseded survey control is available for this station.
 PH0491
 PH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ348669(NAD 83)
 PH0491_MARKER: DB = BENCH MARK DISK
 PH0491_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0491+WITH SETTING: INTO GROUND
 PH0491_STAMPING: D 409 1975
 PH0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0491+STABILITY: SURFACE MOTION
 PH0491
 PH0491  HISTORY     - Date     Condition        Report By
 PH0491  HISTORY     - 1975     MONUMENTED       NGS
 PH0491
 PH0491                          STATION DESCRIPTION
 PH0491
 PH0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0491'2.60 MI N FROM MOIRA.
 PH0491'2.60 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE METHODIST CHURCH AT
 PH0491'MOIRA, 49.5 FEET EAST OF CENTER LINE OF THE HIGHWAY, 60 FEET SOUTHEAST
 PH0491'OF THE CENTER OF THE CROSSING OF FINNEGAN ROAD, 155 FEET NORTHEAST OF
 PH0491'THE NORTHEAST CORNER OF A TWO-STORY FRAME HOUSE, 1.5 FEET EAST OF A
 PH0491'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND ON
 PH0491'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 PH0491'METAL BASE PLATE, THE DISK IS FLUSH WITH THE GROUND ENCASED IN A
 PH0491'4-INCH PLASTIC PIPE SURROUNDED BY CONCRETE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0490 ***********************************************************************
 NB0490  DESIGNATION -  D 41
 NB0490  PID         -  NB0490
 NB0490  STATE/COUNTY-  NY/CAYUGA
 NB0490  USGS QUAD   -  UNION SPRINGS (1955)
 NB0490
 NB0490                         *CURRENT SURVEY CONTROL
 NB0490  ___________________________________________________________________
 NB0490* NAD 83(1986)-  42 50 29.     (N)    076 41 44.     (W)     SCALED    
 NB0490* NAVD 88     -       117.300  (meters)     384.84   (feet)  ADJUSTED  
 NB0490  ___________________________________________________________________
 NB0490  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NB0490  DYNAMIC HT  -         117.269 (meters)     384.74  (feet)  COMP
 NB0490  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 NB0490
 NB0490  VERT ORDER  -  FIRST     CLASS II
 NB0490
 NB0490.The horizontal coordinates were scaled from a topographic map and have
 NB0490.an estimated accuracy of +/- 6 seconds.
 NB0490
 NB0490.The orthometric height was determined by differential leveling
 NB0490.and adjusted by the National Geodetic Survey in June 1991..
 NB0490.WARNING-Repeat measurements at this control monument indicate possible
 NB0490.vertical movement.
 NB0490
 NB0490.The geoid height was determined by GEOID03.
 NB0490
 NB0490.The dynamic height is computed by dividing the NAVD 88
 NB0490.geopotential number by the normal gravity value computed on the
 NB0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0490.degrees latitude (g = 980.6199 gals.).
 NB0490
 NB0490.The modeled gravity was interpolated from observed gravity values.
 NB0490
 NB0490;                    North         East    Units  Estimated Accuracy
 NB0490;SPC NY C     -   315,560.      240,830.      MT  (+/- 180 meters Scaled)
 NB0490
 NB0490                          SUPERSEDED SURVEY CONTROL
 NB0490
 NB0490  NGVD 29 (??/??/92)  117.485  (m)          385.45   (f) ADJ UNCH    1 2
 NB0490
 NB0490.Superseded values are not recommended for survey control.
 NB0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0490.See file dsdata.txt to determine how the superseded data were derived.
 NB0490
 NB0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN614445(NAD 83)
 NB0490_MARKER: DB = BENCH MARK DISK
 NB0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0490_SP_SET: DITCH
 NB0490_STAMPING: D 41 1933
 NB0490_MARK LOGO: CGS   
 NB0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0490+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 NB0490
 NB0490  HISTORY     - Date     Condition        Report By
 NB0490  HISTORY     - 1933     MONUMENTED       CGS
 NB0490  HISTORY     - 1982     GOOD             NGS
 NB0490  HISTORY     - 1985     GOOD             USPSQD
 NB0490  HISTORY     - 1990     GOOD             USPSQD
 NB0490  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NB0490  HISTORY     - 20020523 GOOD             NYSE+S
 NB0490
 NB0490                          STATION DESCRIPTION
 NB0490
 NB0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NB0490'AT UNION SPRINGS.
 NB0490'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., 500 FT. SOUTH
 NB0490'OF THE SOUTH END OF THE STATION AT UNION SPRINGS, 150 FT. NORTH OF
 NB0490'THE ROTO SALT CO. IN THE SOUTH RETAINING WALL OF A DITCH, 75 FT. EAST
 NB0490'OF THE MAIN TRACK, AND 7 FT. BELOW THE BASE OF THE RAIL.
 NB0490
 NB0490                          STATION RECOVERY (1982)
 NB0490
 NB0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0490'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0490'IN UNION SPRINGS, 0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 90
 NB0490'FROM THE POST OFFICE IN UNION SPRINGS, THENCE 0.25 KM (0.15 MI)
 NB0490'WEST ALONG A PAVED ROAD TO THE END AND THE MARK ON THE RIGHT,
 NB0490'27.78 METERS (91.1 FT) WEST OF THE SOUTHWEST CORNER OF A
 NB0490'BUILDING FOR THE VILLAGE CLERK AND MAYOR, 25.87 METERS (84.9 FT)
 NB0490'NORTH OF THE NORTHWEST CORNER OF AN ABANDONED BUILDING.
 NB0490'THE MARK IS ABOVE LEVEL WITH GROUND.
 NB0490
 NB0490                          STATION RECOVERY (1985)
 NB0490
 NB0490'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0490'the lehigh valley railroad was been abandoned. the rails, ties,
 NB0490'station, bridges, and evidence of the former right-of-way have been
 NB0490'removed. the ditch runs along side the former creamery, which is now
 NB0490'the village of union springs offices and garage. the stone walls of
 NB0490'the ditch still remain, and the mark was recovered located 10 inches
 NB0490'south of the north edge of the south stone retaining wall.
 NB0490
 NB0490                          STATION RECOVERY (1990)
 NB0490
 NB0490'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0490'RECOVERED IN GOOD CONDITION.
 NB0490
 NB0490                          STATION RECOVERY (2001)
 NB0490
 NB0490'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0490'WALL DEMOLISHED.
 NB0490
 NB0490                          STATION RECOVERY (2002)
 NB0490
 NB0490'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2002 (RLC)
 NB0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0364 ***********************************************************************
 OG0364  DESIGNATION -  D 410
 OG0364  PID         -  OG0364
 OG0364  STATE/COUNTY-  NY/NIAGARA
 OG0364  USGS QUAD   -  
 OG0364
 OG0364                         *CURRENT SURVEY CONTROL
 OG0364  ___________________________________________________________________
 OG0364* NAD 83(1986)-  43 04 41.     (N)    078 57 37.     (W)     SCALED    
 OG0364* NAVD 88     -       176.321  (meters)     578.48   (feet)  ADJUSTED  
 OG0364  ___________________________________________________________________
 OG0364  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OG0364  DYNAMIC HT  -         176.277 (meters)     578.34  (feet)  COMP
 OG0364  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 OG0364
 OG0364  VERT ORDER  -  FIRST     CLASS 0
 OG0364
 OG0364.The horizontal coordinates were scaled from a topographic map and have
 OG0364.an estimated accuracy of +/- 6 seconds.
 OG0364
 OG0364.The orthometric height was determined by differential leveling
 OG0364.and adjusted by the National Geodetic Survey in June 1991..
 OG0364
 OG0364.The geoid height was determined by GEOID03.
 OG0364
 OG0364.The dynamic height is computed by dividing the NAVD 88
 OG0364.geopotential number by the normal gravity value computed on the
 OG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0364.degrees latitude (g = 980.6199 gals.).
 OG0364
 OG0364.The modeled gravity was interpolated from observed gravity values.
 OG0364
 OG0364;                    North         East    Units  Estimated Accuracy
 OG0364;SPC NY W     -   341,910.      319,300.      MT  (+/- 180 meters Scaled)
 OG0364
 OG0364                          SUPERSEDED SURVEY CONTROL
 OG0364
 OG0364  NGVD 29 (??/??/92)  176.492  (m)          579.04   (f) ADJ UNCH    1 0
 OG0364
 OG0364.Superseded values are not recommended for survey control.
 OG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0364.See file dsdata.txt to determine how the superseded data were derived.
 OG0364
 OG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH660715(NAD 83)
 OG0364_MARKER: DB = BENCH MARK DISK
 OG0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0364_SP_SET: BRIDGE
 OG0364_STAMPING: D 410 1977
 OG0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0364
 OG0364  HISTORY     - Date     Condition        Report By
 OG0364  HISTORY     - 1977     MONUMENTED       NGS
 OG0364  HISTORY     - 20010331 GOOD             NGS
 OG0364
 OG0364                          STATION DESCRIPTION
 OG0364
 OG0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0364'IN NIAGARA FALLS.
 OG0364'1.6 MILES ALONG BUFFALO AVENUE AND STATE HIGHWAY 384 TO THE
 OG0364'JUNCTION OF STATE HIGHWAYS 384 AND 265 AND RIVER ROAD SOUTH, THENCE
 OG0364'SOUTHEAST ABOUT 150 FEET ON 384 TO THE SOUTHEAST BRIDGE ABUTMENT
 OG0364'OF BRIDGE OVER CAYUGA CREEK, 18 FEET SOUTHEAST OF CENTERLINE OF
 OG0364'ROAD, 4 FEET SOUTHEAST OF NORTHWEST EDGE OF SIDEWALK, 9 FEET
 OG0364'SOUTHWEST OF THE NORTHEAST END OF GUARDRAIL ON SOUTHEAST SIDE
 OG0364'OF BRIDGE.
 OG0364
 OG0364                          STATION RECOVERY (2001)
 OG0364
 OG0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0331 ***********************************************************************
 OG0331  DESIGNATION -  D 411
 OG0331  PID         -  OG0331
 OG0331  STATE/COUNTY-  NY/NIAGARA
 OG0331  USGS QUAD   -  
 OG0331
 OG0331                         *CURRENT SURVEY CONTROL
 OG0331  ___________________________________________________________________
 OG0331* NAD 83(1986)-  43 09 02.     (N)    079 02 17.     (W)     SCALED    
 OG0331* NAVD 88     -       179.369  (meters)     588.48   (feet)  ADJUSTED  
 OG0331  ___________________________________________________________________
 OG0331  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OG0331  DYNAMIC HT  -         179.326 (meters)     588.34  (feet)  COMP
 OG0331  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 OG0331
 OG0331  VERT ORDER  -  FIRST     CLASS 0
 OG0331
 OG0331.The horizontal coordinates were scaled from a topographic map and have
 OG0331.an estimated accuracy of +/- 6 seconds.
 OG0331
 OG0331.The orthometric height was determined by differential leveling
 OG0331.and adjusted by the National Geodetic Survey in June 1991..
 OG0331
 OG0331.The geoid height was determined by GEOID03.
 OG0331
 OG0331.The dynamic height is computed by dividing the NAVD 88
 OG0331.geopotential number by the normal gravity value computed on the
 OG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0331.degrees latitude (g = 980.6199 gals.).
 OG0331
 OG0331.The modeled gravity was interpolated from observed gravity values.
 OG0331
 OG0331;                    North         East    Units  Estimated Accuracy
 OG0331;SPC NY W     -   350,000.      313,010.      MT  (+/- 180 meters Scaled)
 OG0331
 OG0331                          SUPERSEDED SURVEY CONTROL
 OG0331
 OG0331.No superseded survey control is available for this station.
 OG0331
 OG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH595794(NAD 83)
 OG0331_MARKER: DB = BENCH MARK DISK
 OG0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0331_SP_SET: PILLAR
 OG0331_STAMPING: D 411 1977
 OG0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0331
 OG0331  HISTORY     - Date     Condition        Report By
 OG0331  HISTORY     - 1977     MONUMENTED       NGS
 OG0331  HISTORY     - 1983     GOOD             USPSQD
 OG0331
 OG0331                          STATION DESCRIPTION
 OG0331
 OG0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0331'2.2 MI SW FROM LEWISTON.
 OG0331'2.2 MILES SOUTHWEST ALONG LEWISTON ROAD AND STATE HIGHWAY 104
 OG0331'FROM THE INTERSECTION OF THE TWO HIGHWAYS JUST EAST OF LEWISTON
 OG0331'TO THE BRIDGE THAT IS EXIT TO CANADA, SET VERTICALLY IN THE EAST
 OG0331'FACE OF THE MOST SOUTHERLY PILLAR ON WEST SIDE OF ROAD, 43 FEET
 OG0331'WEST OF CENTERLINE OF HIGHWAY, AND 4 FEET WEST OF GUARDRAIL.
 OG0331
 OG0331                          STATION RECOVERY (1983)
 OG0331
 OG0331'RECOVERY NOTE BY US POWER SQUADRON 1983
 OG0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0367 ***********************************************************************
 OG0367  DESIGNATION -  D 412
 OG0367  PID         -  OG0367
 OG0367  STATE/COUNTY-  NY/NIAGARA
 OG0367  USGS QUAD   -  
 OG0367
 OG0367                         *CURRENT SURVEY CONTROL
 OG0367  ___________________________________________________________________
 OG0367* NAD 83(1986)-  43 02 41.     (N)    078 53 21.     (W)     SCALED    
 OG0367* NAVD 88     -       174.827  (meters)     573.58   (feet)  ADJUSTED  
 OG0367  ___________________________________________________________________
 OG0367  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OG0367  DYNAMIC HT  -         174.783 (meters)     573.43  (feet)  COMP
 OG0367  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 OG0367
 OG0367  VERT ORDER  -  FIRST     CLASS 0
 OG0367
 OG0367.The horizontal coordinates were scaled from a topographic map and have
 OG0367.an estimated accuracy of +/- 6 seconds.
 OG0367
 OG0367.The orthometric height was determined by differential leveling
 OG0367.and adjusted by the National Geodetic Survey in June 1991..
 OG0367
 OG0367.The geoid height was determined by GEOID03.
 OG0367
 OG0367.The dynamic height is computed by dividing the NAVD 88
 OG0367.geopotential number by the normal gravity value computed on the
 OG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0367.degrees latitude (g = 980.6199 gals.).
 OG0367
 OG0367.The modeled gravity was interpolated from observed gravity values.
 OG0367
 OG0367;                    North         East    Units  Estimated Accuracy
 OG0367;SPC NY W     -   338,180.      325,080.      MT  (+/- 180 meters Scaled)
 OG0367
 OG0367                          SUPERSEDED SURVEY CONTROL
 OG0367
 OG0367  NGVD 29 (??/??/92)  175.000  (m)          574.15   (f) ADJ UNCH    1 0
 OG0367
 OG0367.Superseded values are not recommended for survey control.
 OG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0367.See file dsdata.txt to determine how the superseded data were derived.
 OG0367
 OG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH719679(NAD 83)
 OG0367_MARKER: DB = BENCH MARK DISK
 OG0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0367_SP_SET: FOUNDATION
 OG0367_STAMPING: D 412 1977
 OG0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0367
 OG0367  HISTORY     - Date     Condition        Report By
 OG0367  HISTORY     - 1977     MONUMENTED       NGS
 OG0367  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OG0367  HISTORY     - 20041203 MARK NOT FOUND   NYDT
 OG0367  HISTORY     - 20041206 MARK NOT FOUND   NYDT
 OG0367
 OG0367                          STATION DESCRIPTION
 OG0367
 OG0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0367'IN TONAWANDA.
 OG0367'1.35 MILES NORTHWEST ALONG RIVER ROAD FROM THE JUNCTION OF THE EAST
 OG0367'END OF ROAD TO TONAWANDA ISLAND AND RIVER ROAD, SET IN BASE OF
 OG0367'RADIO TOWER ABOUT 150 FEET HIGH, PAINTED ORANGE AND WHITE AND
 OG0367'BELONGING TO THE ASHLAND PETROLEUM COMPANY, 900 RIVER ROAD, ABOUT
 OG0367'60 FEET WEST OF CENTERLINE OF RIVER ROAD, 25 FEET NORTHWEST OF THE
 OG0367'NORTHWEST CORNER OF A RED BRICK BUILDING, 18 FEET WEST OF THE WEST
 OG0367'RAIL OF THE RAILROAD TRACK, 3 FEET WEST OF THE CENTER OF TOWER,
 OG0367'2 FEET EAST OF THE EAST WALL OF SMALL CONCRETE BLOCK BUIIDING.
 OG0367
 OG0367                          STATION RECOVERY (2001)
 OG0367
 OG0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0367'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OG0367
 OG0367                          STATION RECOVERY (2004)
 OG0367
 OG0367'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (DLS)
 OG0367'D412 IS DESTROYED,RADIO TOWER IS GONE AND A PAVED PARKING LOT IS IN
 OG0367'ITS PLACE.
 OG0367
 OG0367                          STATION RECOVERY (2004)
 OG0367
 OG0367'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (TC)
 OG0367'MR. TRAIAN CAINARU, LS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION
 OG0367'WAS GOING TO RESET D 412.  UPON ARRIVAL TO THE SITE ALL PHYSICAL AND
 OG0367'VERBAL EVIDENCE INDICATES THE MARK HAVING BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2076 ***********************************************************************
 LY2076  DESIGNATION -  D 415
 LY2076  PID         -  LY2076
 LY2076  STATE/COUNTY-  NY/ORANGE
 LY2076  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2076
 LY2076                         *CURRENT SURVEY CONTROL
 LY2076  ___________________________________________________________________
 LY2076* NAD 83(1986)-  41 24 36.     (N)    074 38 11.     (W)     SCALED    
 LY2076* NAVD 88     -       143.782  (meters)     471.72   (feet)  ADJUSTED  
 LY2076  ___________________________________________________________________
 LY2076  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY2076  DYNAMIC HT  -         143.721 (meters)     471.52  (feet)  COMP
 LY2076  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 LY2076
 LY2076  VERT ORDER  -  FIRST     CLASS II
 LY2076
 LY2076.The horizontal coordinates were scaled from a topographic map and have
 LY2076.an estimated accuracy of +/- 6 seconds.
 LY2076
 LY2076.The orthometric height was determined by differential leveling
 LY2076.and adjusted by the National Geodetic Survey in June 1991..
 LY2076
 LY2076.The geoid height was determined by GEOID03.
 LY2076
 LY2076.The dynamic height is computed by dividing the NAVD 88
 LY2076.geopotential number by the normal gravity value computed on the
 LY2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2076.degrees latitude (g = 980.6199 gals.).
 LY2076
 LY2076.The modeled gravity was interpolated from observed gravity values.
 LY2076
 LY2076;                    North         East    Units  Estimated Accuracy
 LY2076;SPC NY E     -   286,090.      138,600.      MT  (+/- 180 meters Scaled)
 LY2076
 LY2076                          SUPERSEDED SURVEY CONTROL
 LY2076
 LY2076.No superseded survey control is available for this station.
 LY2076
 LY2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL303843(NAD 83)
 LY2076_MARKER: DB = BENCH MARK DISK
 LY2076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2076_SP_SET: STAINLESS STEEL ROD
 LY2076_STAMPING: D 415 1978
 LY2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2076
 LY2076  HISTORY     - Date     Condition        Report By
 LY2076  HISTORY     - 1978     MONUMENTED       NGS
 LY2076
 LY2076                          STATION DESCRIPTION
 LY2076
 LY2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2076'0.8 MI SW FROM HUGUENOT.
 LY2076'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE AT
 LY2076'HUGUENOT TO THE MARK ON THE RIGHT, 3.8 MILES NORTHEAST OF PORT JERVIS,
 LY2076'89 FEET NORTHWEST OF THE INTERSECTION OF 209 AND COUNTY ROAD 80,
 LY2076'24.5 FEET NORTH OF THE CENTER LINE OF 209, 13.5 FEET WEST OF THE
 LY2076'CENTER OF A SCHOOL BUS SHELTER, 6 FEET SOUTH OF A GUY WIRE, 3.5
 LY2076'FEET NORTH OF POWER POLE NUMBER 203-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2051 ***********************************************************************
 LY2051  DESIGNATION -  D 416
 LY2051  PID         -  LY2051
 LY2051  STATE/COUNTY-  NY/ORANGE
 LY2051  USGS QUAD   -  MAYBROOK (1981)
 LY2051
 LY2051                         *CURRENT SURVEY CONTROL
 LY2051  ___________________________________________________________________
 LY2051* NAD 83(1986)-  41 28 46.     (N)    074 13 16.     (W)     SCALED    
 LY2051* NAVD 88     -       132.619  (meters)     435.10   (feet)  ADJUSTED  
 LY2051  ___________________________________________________________________
 LY2051  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY2051  DYNAMIC HT  -         132.568 (meters)     434.93  (feet)  COMP
 LY2051  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 LY2051
 LY2051  VERT ORDER  -  FIRST     CLASS II
 LY2051
 LY2051.The horizontal coordinates were scaled from a topographic map and have
 LY2051.an estimated accuracy of +/- 6 seconds.
 LY2051
 LY2051.The orthometric height was determined by differential leveling
 LY2051.and adjusted by the National Geodetic Survey in June 1991..
 LY2051
 LY2051.The geoid height was determined by GEOID03.
 LY2051
 LY2051.The dynamic height is computed by dividing the NAVD 88
 LY2051.geopotential number by the normal gravity value computed on the
 LY2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2051.degrees latitude (g = 980.6199 gals.).
 LY2051
 LY2051.The modeled gravity was interpolated from observed gravity values.
 LY2051
 LY2051;                    North         East    Units  Estimated Accuracy
 LY2051;SPC NY E     -   293,830.      173,290.      MT  (+/- 180 meters Scaled)
 LY2051
 LY2051                          SUPERSEDED SURVEY CONTROL
 LY2051
 LY2051.No superseded survey control is available for this station.
 LY2051
 LY2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL650922(NAD 83)
 LY2051_MARKER: DB = BENCH MARK DISK
 LY2051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY2051_SP_SET: BRIDGE
 LY2051_STAMPING: D 416 1978
 LY2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2051+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 LY2051
 LY2051  HISTORY     - Date     Condition        Report By
 LY2051  HISTORY     - 1978     MONUMENTED       NGS
 LY2051  HISTORY     - 19940714 GOOD             USPSQD
 LY2051  HISTORY     - 19950729 GOOD             USPSQD
 LY2051  HISTORY     - 20030331 GOOD             JCLS
 LY2051
 LY2051                          STATION DESCRIPTION
 LY2051
 LY2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2051'0.25 MI SW FROM MAYBROOK.
 LY2051'0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 208 FROM THE POST OFFICE
 LY2051'AT MAYBROOK TO THE MARK ON THE LEFT, 2.75 MILES NORTHEAST OF
 LY2051'CAMPBELL HALL, IN TOP OF THE NORTHEAST ABUTMENT OF THE NORTH END
 LY2051'OF HIGHWAY BRIDGE OVER TRACKS, 27 FEET NORTHEAST OF THE CENTER
 LY2051'LINE OF HIGHWAY, 5 FEET SOUTHEAST OF A WIRE CABLE GUARD RAIL.
 LY2051
 LY2051                          STATION RECOVERY (1994)
 LY2051
 LY2051'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2051'RECOVERED IN GOOD CONDITION.
 LY2051
 LY2051                          STATION RECOVERY (1995)
 LY2051
 LY2051'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2051'RECOVERED IN GOOD CONDITION.
 LY2051
 LY2051                          STATION RECOVERY (2003)
 LY2051
 LY2051'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 LY2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0713 ***********************************************************************
 MZ0713  DESIGNATION -  D 42
 MZ0713  PID         -  MZ0713
 MZ0713  STATE/COUNTY-  NY/COLUMBIA
 MZ0713  USGS QUAD   -  KINDERHOOK (1980)
 MZ0713
 MZ0713                         *CURRENT SURVEY CONTROL
 MZ0713  ___________________________________________________________________
 MZ0713* NAD 83(1986)-  42 26 25.     (N)    073 39 30.     (W)     SCALED    
 MZ0713* NAVD 88     -        96.703  (meters)     317.27   (feet)  ADJUSTED  
 MZ0713  ___________________________________________________________________
 MZ0713  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ0713  DYNAMIC HT  -          96.671 (meters)     317.16  (feet)  COMP
 MZ0713  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 MZ0713
 MZ0713  VERT ORDER  -  FIRST     CLASS II
 MZ0713
 MZ0713.The horizontal coordinates were scaled from a topographic map and have
 MZ0713.an estimated accuracy of +/- 6 seconds.
 MZ0713
 MZ0713.The orthometric height was determined by differential leveling
 MZ0713.and adjusted by the National Geodetic Survey in June 1991..
 MZ0713
 MZ0713.The geoid height was determined by GEOID03.
 MZ0713
 MZ0713.The dynamic height is computed by dividing the NAVD 88
 MZ0713.geopotential number by the normal gravity value computed on the
 MZ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0713.degrees latitude (g = 980.6199 gals.).
 MZ0713
 MZ0713.The modeled gravity was interpolated from observed gravity values.
 MZ0713
 MZ0713;                    North         East    Units  Estimated Accuracy
 MZ0713;SPC NY E     -   400,840.      219,240.      MT  (+/- 180 meters Scaled)
 MZ0713
 MZ0713                          SUPERSEDED SURVEY CONTROL
 MZ0713
 MZ0713  NGVD 29 (??/??/92)   96.901  (m)          317.92   (f) ADJ UNCH    1 2
 MZ0713
 MZ0713.Superseded values are not recommended for survey control.
 MZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0713.See file dsdata.txt to determine how the superseded data were derived.
 MZ0713
 MZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM103995(NAD 83)
 MZ0713_MARKER: DB = BENCH MARK DISK
 MZ0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0713_SP_SET: UNDERPASS
 MZ0713_STAMPING: D 42 1933
 MZ0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0713
 MZ0713  HISTORY     - Date     Condition        Report By
 MZ0713  HISTORY     - 1933     MONUMENTED       CGS
 MZ0713  HISTORY     - 1940     GOOD             PCRR
 MZ0713  HISTORY     - 1980     GOOD             NGS
 MZ0713  HISTORY     - 1985     GOOD             USPSQD
 MZ0713  HISTORY     - 1987     GOOD             USPSQD
 MZ0713  HISTORY     - 1988     GOOD             USPSQD
 MZ0713
 MZ0713                          STATION DESCRIPTION
 MZ0713
 MZ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MZ0713'AT NIVERVILLE.
 MZ0713'ON THE B AND A R R.  0.12 MILE EAST OF THE NIVERVILLE STATION. 300 FT.
 MZ0713'EAST OF TWO STEEL WATER TANKS. ON NORTH END OF EAST CONCRETE ABUTMENT
 MZ0713'OF UNDERPASS BR. NO. 184.60 OF HIGHWAY FROM CHATHAM CENTER TO
 MZ0713'NIVERVILLE. 30 FT. NORTH OF WEST BOUND TRACKS. 3 FT. BELOW TOP OF
 MZ0713'RAIL.
 MZ0713
 MZ0713                          STATION RECOVERY (1940)
 MZ0713
 MZ0713'RECOVERY NOTE BY PENN CENTRAL RAILROAD 1940
 MZ0713'RECOVERED IN GOOD CONDITION.
 MZ0713
 MZ0713                          STATION RECOVERY (1980)
 MZ0713
 MZ0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MZ0713'RECOVERED IN GOOD CONDITION.
 MZ0713
 MZ0713                          STATION RECOVERY (1985)
 MZ0713
 MZ0713'RECOVERY NOTE BY US POWER SQUADRON 1985
 MZ0713'LOCATED EAST END OF SOUTH ABUTMENT, 30 FEET EAST OF WEST BOUND TRACK.
 MZ0713'(TRACK ACTUALLY RUNS NEARLY NORTH AND SOUTH HERE, BRIDGE PASSES OVER
 MZ0713'PARKER HALL ROAD. B AND A RAILROAD STATION AND WATER TANKS MENTIONED
 MZ0713'WERE ALL DEMOLISHED IN THE 1960.
 MZ0713
 MZ0713                          STATION RECOVERY (1987)
 MZ0713
 MZ0713'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWI)
 MZ0713'RECOVERED IN GOOD CONDITION.
 MZ0713
 MZ0713                          STATION RECOVERY (1988)
 MZ0713
 MZ0713'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWI)
 MZ0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0303 ***********************************************************************
 LY0303  DESIGNATION -  D 43
 LY0303  PID         -  LY0303
 LY0303  STATE/COUNTY-  NY/ORANGE
 LY0303  USGS QUAD   -  CORNWALL (1981)
 LY0303
 LY0303                         *CURRENT SURVEY CONTROL
 LY0303  ___________________________________________________________________
 LY0303* NAD 83(1986)-  41 26 05.     (N)    074 04 00.     (W)     SCALED    
 LY0303* NAVD 88     -        82.404  (meters)     270.35   (feet)  ADJUSTED  
 LY0303  ___________________________________________________________________
 LY0303  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LY0303  DYNAMIC HT  -          82.372 (meters)     270.25  (feet)  COMP
 LY0303  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 LY0303
 LY0303  VERT ORDER  -  SECOND    CLASS 0
 LY0303
 LY0303.The horizontal coordinates were scaled from a topographic map and have
 LY0303.an estimated accuracy of +/- 6 seconds.
 LY0303
 LY0303.The orthometric height was determined by differential leveling
 LY0303.and adjusted by the National Geodetic Survey in June 1991..
 LY0303.WARNING-Repeat measurements at this control monument indicate possible
 LY0303.vertical movement.
 LY0303
 LY0303.The geoid height was determined by GEOID03.
 LY0303
 LY0303.The dynamic height is computed by dividing the NAVD 88
 LY0303.geopotential number by the normal gravity value computed on the
 LY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0303.degrees latitude (g = 980.6199 gals.).
 LY0303
 LY0303.The modeled gravity was interpolated from observed gravity values.
 LY0303
 LY0303;                    North         East    Units  Estimated Accuracy
 LY0303;SPC NY E     -   288,910.      186,210.      MT  (+/- 180 meters Scaled)
 LY0303
 LY0303                          SUPERSEDED SURVEY CONTROL
 LY0303
 LY0303  NGVD 29 (??/??/92)   82.671  (m)          271.23   (f) ADJ UNCH    2 0
 LY0303
 LY0303.Superseded values are not recommended for survey control.
 LY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0303.See file dsdata.txt to determine how the superseded data were derived.
 LY0303
 LY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779874(NAD 83)
 LY0303_MARKER: DB = BENCH MARK DISK
 LY0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0303_SP_SET: ABUTMENT
 LY0303_STAMPING: D 43 1933
 LY0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0303
 LY0303  HISTORY     - Date     Condition        Report By
 LY0303  HISTORY     - 1933     MONUMENTED       CGS
 LY0303  HISTORY     - 1956     MARK NOT FOUND   NGS
 LY0303
 LY0303                          STATION DESCRIPTION
 LY0303
 LY0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LY0303'NEAR W CORNWALL STATION.
 LY0303'ON THE ERIE RAILROAD, NEWBURGH TO NEW YORK BRANCH, AT OVERHEAD
 LY0303'RAILROAD BRIDGE 55.89, 8 YARDS EAST OF CENTER LINE OF TRACKS,
 LY0303'IN WEST FACE OF EAST MASONRY ABUTTMENT, 2 YARDS ABOVE LEVEL OF
 LY0303'TRACKS, AND SET VERTICALLY.  DISK STAMPED D 43 1933.
 LY0303
 LY0303                          STATION RECOVERY (1956)
 LY0303
 LY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LY0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1819 ***********************************************************************
 NA1819  CBN         -  This is a Cooperative Base Network Control Station.
 NA1819  DESIGNATION -  D 437
 NA1819  PID         -  NA1819
 NA1819  STATE/COUNTY-  NY/DELAWARE
 NA1819  USGS QUAD   -  DEPOSIT (1965)
 NA1819
 NA1819                         *CURRENT SURVEY CONTROL
 NA1819  ___________________________________________________________________
 NA1819* NAD 83(1996)-  42 03 04.54930(N)    075 24 54.70823(W)     ADJUSTED  
 NA1819* NAVD 88     -       300.246  (meters)     985.06   (feet)  ADJUSTED  
 NA1819  ___________________________________________________________________
 NA1819  X           -   1,194,445.035 (meters)                     COMP
 NA1819  Y           -  -4,590,536.211 (meters)                     COMP
 NA1819  Z           -   4,250,014.166 (meters)                     COMP
 NA1819  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 NA1819  ELLIP HEIGHT-         269.53  (meters)          (09/18/02) GPS OBS
 NA1819  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 NA1819  DYNAMIC HT  -         300.136 (meters)     984.70  (feet)  COMP
 NA1819  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 NA1819
 NA1819  HORZ ORDER  -  B
 NA1819  VERT ORDER  -  FIRST     CLASS II
 NA1819  ELLP ORDER  -  FOURTH    CLASS II
 NA1819
 NA1819.The horizontal coordinates were established by GPS observations
 NA1819.and adjusted by the National Geodetic Survey in July 1997..
 NA1819
 NA1819.The orthometric height was determined by differential leveling
 NA1819.and adjusted by the National Geodetic Survey in June 1991..
 NA1819
 NA1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NA1819
 NA1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA1819
 NA1819.The ellipsoidal height was determined by GPS observations
 NA1819.and is referenced to NAD 83.
 NA1819
 NA1819.The geoid height was determined by GEOID03.
 NA1819
 NA1819.The dynamic height is computed by dividing the NAVD 88
 NA1819.geopotential number by the normal gravity value computed on the
 NA1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1819.degrees latitude (g = 980.6199 gals.).
 NA1819
 NA1819.The modeled gravity was interpolated from observed gravity values.
 NA1819
 NA1819;                    North         East     Units Scale Factor Converg.
 NA1819;SPC NY E     -   357,698.799    74,243.382   MT  0.99997060   -0 36 46.9
 NA1819;SPC NY E     - 1,173,550.14    243,580.16   sFT  0.99997060   -0 36 46.9
 NA1819;UTM  18      - 4,655,551.382   465,641.975   MT  0.99961453   -0 16 41.2
 NA1819
 NA1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA1819!SPC NY E     -   0.99995773  x   0.99997060  =   0.99992833
 NA1819!UTM  18      -   0.99995773  x   0.99961453  =   0.99957227
 NA1819
 NA1819                          SUPERSEDED SURVEY CONTROL
 NA1819
 NA1819  ELLIP H (07/24/97)  269.55   (m)                       GP(       ) 1 1
 NA1819  NAD 83(1992)-  42 03 04.54874(N)    075 24 54.70767(W) AD(       ) B
 NA1819  ELLIP H (08/31/95)  269.49   (m)                       GP(       ) 1 1
 NA1819  NAVD 88 (08/31/95)  300.25   (m)          985.1    (f) LEVELING    3  
 NA1819
 NA1819.Superseded values are not recommended for survey control.
 NA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1819.See file dsdata.txt to determine how the superseded data were derived.
 NA1819
 NA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6564255551(NAD 83)
 NA1819_MARKER: I = METAL ROD
 NA1819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1819_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NA1819_STAMPING: D 437 1978
 NA1819_MARK LOGO: NGS   
 NA1819_PROJECTION: FLUSH
 NA1819_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NA1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA1819+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 NA1819_ROD/PIPE-DEPTH: 12.2 meters
 NA1819_SLEEVE-DEPTH  : 6.10 meters
 NA1819
 NA1819  HISTORY     - Date     Condition        Report By
 NA1819  HISTORY     - 1978     MONUMENTED       NGS
 NA1819  HISTORY     - 1982     GOOD             NGS
 NA1819  HISTORY     - 1982     GOOD             NGS
 NA1819  HISTORY     - 19940816 GOOD             NYDT
 NA1819  HISTORY     - 20001006 GOOD             LOCENG
 NA1819  HISTORY     - 20010716 GOOD             NYDT
 NA1819  HISTORY     - 20050516 GOOD             URSCOR
 NA1819  HISTORY     - 20050609 GOOD             DEWDAV
 NA1819
 NA1819                          STATION DESCRIPTION
 NA1819
 NA1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1819'IN DEPOSIT.
 NA1819'AT THE JUNCTION OF STATE HIGHWAYS 10 AND 17 IN DEPOSIT, 22.25 METERS
 NA1819'(73.0 FT) SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10, 20.42 METERS
 NA1819'(67.0 FT) WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF STATE
 NA1819'HIGHWAY 17 AND 16.76 METERS (55.0 FT) SOUTHWEST OF THE TOP CENTER OF A
 NA1819'CONCRETE HEADWALL FOR A 36-INCH PIPE CULVERT UNDER HIGHWAY 17
 NA1819'OVERPASS.
 NA1819'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 NA1819'THE MARK IS 3.65 M BELOW HIGHWAY 17.
 NA1819
 NA1819                          STATION RECOVERY (1982)
 NA1819
 NA1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1819'RECOVERED IN GOOD CONDITION.
 NA1819
 NA1819                          STATION RECOVERY (1994)
 NA1819
 NA1819'RECOVERY NOTE BY NY DEPT OF TRANSP 1994 (RWB)
 NA1819'RECOVERED AS DESCRIBED.
 NA1819
 NA1819                          STATION RECOVERY (2000)
 NA1819
 NA1819'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (MJM)
 NA1819'RECOVERED IN GOOD CONDITION.
 NA1819
 NA1819                          STATION RECOVERY (2001)
 NA1819
 NA1819'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 NA1819'RECOVERED AS DESCRIBED.
 NA1819'
 NA1819
 NA1819                          STATION RECOVERY (2005)
 NA1819
 NA1819'RECOVERY NOTE BY URS CORPORATION 2005 (JSB)
 NA1819'RECOVERED IN GOOD CONDITION.
 NA1819
 NA1819                          STATION RECOVERY (2005)
 NA1819
 NA1819'RECOVERY NOTE BY DEWBERRY DAVIS 2005 (CSW)
 NA1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2253 ***********************************************************************
 LY2253  DESIGNATION -  D 439
 LY2253  PID         -  LY2253
 LY2253  STATE/COUNTY-  NY/ORANGE
 LY2253  USGS QUAD   -  SLOATSBURG (1955)
 LY2253
 LY2253                         *CURRENT SURVEY CONTROL
 LY2253  ___________________________________________________________________
 LY2253* NAD 83(1986)-  41 14 52.     (N)    074 14 29.     (W)     SCALED    
 LY2253* NAVD 88     -       307.830  (meters)    1009.94   (feet)  ADJUSTED  
 LY2253  ___________________________________________________________________
 LY2253  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY2253  DYNAMIC HT  -         307.701 (meters)    1009.52  (feet)  COMP
 LY2253  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 LY2253
 LY2253  VERT ORDER  -  FIRST     CLASS II
 LY2253
 LY2253.The horizontal coordinates were scaled from a topographic map and have
 LY2253.an estimated accuracy of +/- 6 seconds.
 LY2253
 LY2253.The orthometric height was determined by differential leveling
 LY2253.and adjusted by the National Geodetic Survey in June 1991..
 LY2253
 LY2253.The geoid height was determined by GEOID03.
 LY2253
 LY2253.The dynamic height is computed by dividing the NAVD 88
 LY2253.geopotential number by the normal gravity value computed on the
 LY2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2253.degrees latitude (g = 980.6199 gals.).
 LY2253
 LY2253.The modeled gravity was interpolated from observed gravity values.
 LY2253
 LY2253;                    North         East    Units  Estimated Accuracy
 LY2253;SPC NY E     -   268,090.      171,670.      MT  (+/- 180 meters Scaled)
 LY2253
 LY2253                          SUPERSEDED SURVEY CONTROL
 LY2253
 LY2253  NGVD 29 (??/??/92)  308.138  (m)         1010.95   (f) ADJ UNCH    1 2
 LY2253
 LY2253.Superseded values are not recommended for survey control.
 LY2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2253.See file dsdata.txt to determine how the superseded data were derived.
 LY2253
 LY2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL635665(NAD 83)
 LY2253_MARKER: DB = BENCH MARK DISK
 LY2253_SETTING: 66 = SET IN ROCK OUTCROP
 LY2253_SP_SET: ROCK OUTCROP
 LY2253_STAMPING: D 439 1979
 LY2253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2253+STABILITY: POSITION/ELEVATION WELL
 LY2253
 LY2253  HISTORY     - Date     Condition        Report By
 LY2253  HISTORY     - 1979     MONUMENTED       NGS
 LY2253  HISTORY     - 1989     GOOD             USPSQD
 LY2253
 LY2253                          STATION DESCRIPTION
 LY2253
 LY2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2253'5.25 MI SW FROM SOUTHFIELDS.
 LY2253'1.1 MILES SOUTHWEST ALONG STATE ROUTE 17 FROM THE ERIE RAILROAD
 LY2253'STATION AT SOUTHFIELDS, THENCE 4.15 MILES WEST ALONG STATE ROUTE
 LY2253'17A, 2.25 MILES FROM THE JUNCTION OF STATE ROUTE 210 AT GREENWOOD
 LY2253'LAKE, AT THE APPROXIMATE MID-POINT OF AN S CURVE, IN SMOOTH, SLOPING
 LY2253'BEDROCK, 41.6 FEET SOUTH OF THE CENTER LINE, 21.0 FEET SOUTH OF A
 LY2253'DOUBLE GUY WIRE POWER POLE, 12.3 FEET NORTH OF AN 18-INCH TRIANGLE
 LY2253'BLAZED OAK TREE, 8.4 FEET NORTHWEST OF A METAL GUY WIRE ANCHOR.
 LY2253'THE MARK IS 1 FT  W FROM A WITNESS POST.
 LY2253'THE MARK IS 4 FT ABOVE HIGHWAY.
 LY2253
 LY2253                          STATION RECOVERY (1989)
 LY2253
 LY2253'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 LY2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0567 ***********************************************************************
 KV0567  DESIGNATION -  D 44
 KV0567  PID         -  KV0567
 KV0567  STATE/COUNTY-  NY/KINGS
 KV0567  USGS QUAD   -  JERSEY CITY (1981)
 KV0567
 KV0567                         *CURRENT SURVEY CONTROL
 KV0567  ___________________________________________________________________
 KV0567* NAD 83(1986)-  40 40 46.     (N)    074 00 07.     (W)     SCALED    
 KV0567* NAVD 88     -        10.971  (meters)      35.99   (feet)  ADJUSTED  
 KV0567  ___________________________________________________________________
 KV0567  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0567  DYNAMIC HT  -          10.967 (meters)      35.98  (feet)  COMP
 KV0567  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 KV0567
 KV0567  VERT ORDER  -  FIRST     CLASS II
 KV0567
 KV0567.The horizontal coordinates were scaled from a topographic map and have
 KV0567.an estimated accuracy of +/- 6 seconds.
 KV0567
 KV0567.The orthometric height was determined by differential leveling
 KV0567.and adjusted by the National Geodetic Survey in June 1991..
 KV0567.WARNING-Repeat measurements at this control monument indicate possible
 KV0567.vertical movement.
 KV0567
 KV0567.The geoid height was determined by GEOID03.
 KV0567
 KV0567.The dynamic height is computed by dividing the NAVD 88
 KV0567.geopotential number by the normal gravity value computed on the
 KV0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0567.degrees latitude (g = 980.6199 gals.).
 KV0567
 KV0567.The modeled gravity was interpolated from observed gravity values.
 KV0567
 KV0567;                    North         East    Units  Estimated Accuracy
 KV0567;SPC NY L     -    56,940.      299,840.      MT  (+/- 180 meters Scaled)
 KV0567
 KV0567                          SUPERSEDED SURVEY CONTROL
 KV0567
 KV0567  NGVD 29 (??/??/??)   11.309  (m)           37.10   (f) ADJUSTED    1 2
 KV0567
 KV0567.Superseded values are not recommended for survey control.
 KV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0567.See file dsdata.txt to determine how the superseded data were derived.
 KV0567
 KV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL843036(NAD 83)
 KV0567_MARKER: DB = BENCH MARK DISK
 KV0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0567_SP_SET: BUILDING
 KV0567_STAMPING: D 44 1934
 KV0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0567+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 KV0567
 KV0567  HISTORY     - Date     Condition        Report By
 KV0567  HISTORY     - 1934     MONUMENTED       CGS
 KV0567  HISTORY     - 1952     GOOD             CGS
 KV0567  HISTORY     - 20060707 GOOD             GEOCAC
 KV0567
 KV0567                          STATION DESCRIPTION
 KV0567
 KV0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0567'AT NEW YORK.
 KV0567'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT HENRY STREET AND 3RD
 KV0567'PLACE, SET VERTICALLY IN THE EAST FACE OF OLD PORTION OF PUBLIC
 KV0567'SCHOOL NO. 142, 11 FEET NORTH OF CENTER LINE OF EAST ENTRANCE TO
 KV0567'NEW ADDITION OF SCHOOL, 3 1/2 FEET NORTH OF SOUTHEAST CORNER OF OLD
 KV0567'PORTION OF BUILDING AND ABOUT 4 FEET ABOVE GROUND.
 KV0567
 KV0567                          STATION RECOVERY (2006)
 KV0567
 KV0567'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KV0567'FOUND AS DESCRIBED IN GOOD CONDITION.
 KV0567' 
 KV0567'THE SCHOOL IS CURRENTLY UNDERGOING MAINTENANCE AND A SCAFFOLDING
 KV0567'SURROUNDS THE OLD SECTION.  THE MARK IS HOWEVER ACCESSIBLE FROM THE
 KV0567'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1326 ***********************************************************************
 MZ1326  DESIGNATION -  D 441
 MZ1326  PID         -  MZ1326
 MZ1326  STATE/COUNTY-  NY/COLUMBIA
 MZ1326  USGS QUAD   -  CANAAN (1975)
 MZ1326
 MZ1326                         *CURRENT SURVEY CONTROL
 MZ1326  ___________________________________________________________________
 MZ1326* NAD 83(1986)-  42 27 59.     (N)    073 23 31.     (W)     SCALED    
 MZ1326* NAVD 88     -       216.227  (meters)     709.40   (feet)  ADJUSTED  
 MZ1326  ___________________________________________________________________
 MZ1326  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 MZ1326  DYNAMIC HT  -         216.152 (meters)     709.16  (feet)  COMP
 MZ1326  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 MZ1326
 MZ1326  VERT ORDER  -  FIRST     CLASS II
 MZ1326
 MZ1326.The horizontal coordinates were scaled from a topographic map and have
 MZ1326.an estimated accuracy of +/- 6 seconds.
 MZ1326
 MZ1326.The orthometric height was determined by differential leveling
 MZ1326.and adjusted by the National Geodetic Survey in June 1991..
 MZ1326
 MZ1326.The geoid height was determined by GEOID03.
 MZ1326
 MZ1326.The dynamic height is computed by dividing the NAVD 88
 MZ1326.geopotential number by the normal gravity value computed on the
 MZ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1326.degrees latitude (g = 980.6199 gals.).
 MZ1326
 MZ1326.The modeled gravity was interpolated from observed gravity values.
 MZ1326
 MZ1326;                    North         East    Units  Estimated Accuracy
 MZ1326;SPC NY E     -   404,000.      241,120.      MT  (+/- 180 meters Scaled)
 MZ1326
 MZ1326                          SUPERSEDED SURVEY CONTROL
 MZ1326
 MZ1326.No superseded survey control is available for this station.
 MZ1326
 MZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN322028(NAD 83)
 MZ1326_MARKER: I = METAL ROD
 MZ1326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1326_SP_SET: STAINLESS STEEL ROD
 MZ1326_STAMPING: D 441 1980
 MZ1326_MARK LOGO: NGS   
 MZ1326_PROJECTION: FLUSH
 MZ1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1326_ROD/PIPE-DEPTH: 13.4 meters
 MZ1326
 MZ1326  HISTORY     - Date     Condition        Report By
 MZ1326  HISTORY     - 1980     MONUMENTED       NGS
 MZ1326
 MZ1326                          STATION DESCRIPTION
 MZ1326
 MZ1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1326'0.48 KM (0.3 MI) NE FROM NEW LEBANON.
 MZ1326'0.48 KILOMETER (0.3 MILE) NORTHEAST ALONG US HIGHWAY 20 FROM THE
 MZ1326'JUNCTION OF STATE HIGHWAY 22 SOUTH IN NEW LEBANON, AT THE EAST CORNER
 MZ1326'OF THE JUNCTION OF SHAKER ROAD, 14.33 METERS (47.0 FEET) SOUTHEAST OF
 MZ1326'THE CENTER LINE OF THE HIGHWAY, 6.71 METERS (22.0 FEET) NORTHEAST OF
 MZ1326'THE CENTER OF SHAKER ROAD, 2.75 METERS (9.0 FEET) SOUTHWEST OF A POST
 MZ1326'WITH TWO RED LIGHTS FOR THE FIRE DEPARTMENT, 0.92 METER (3.0 FEET)
 MZ1326'SOUTHEAST OF UTILITY POLE 110 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1302 ***********************************************************************
 MZ1302  DESIGNATION -  D 442
 MZ1302  PID         -  MZ1302
 MZ1302  STATE/COUNTY-  NY/RENSSELAER
 MZ1302  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ1302
 MZ1302                         *CURRENT SURVEY CONTROL
 MZ1302  ___________________________________________________________________
 MZ1302* NAD 83(1986)-  42 36 16.     (N)    073 43 03.     (W)     SCALED    
 MZ1302* NAVD 88     -        78.279  (meters)     256.82   (feet)  ADJUSTED  
 MZ1302  ___________________________________________________________________
 MZ1302  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 MZ1302  DYNAMIC HT  -          78.256 (meters)     256.74  (feet)  COMP
 MZ1302  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 MZ1302
 MZ1302  VERT ORDER  -  FIRST     CLASS II
 MZ1302
 MZ1302.The horizontal coordinates were scaled from a topographic map and have
 MZ1302.an estimated accuracy of +/- 6 seconds.
 MZ1302
 MZ1302.The orthometric height was determined by differential leveling
 MZ1302.and adjusted by the National Geodetic Survey in June 1991..
 MZ1302
 MZ1302.The geoid height was determined by GEOID03.
 MZ1302
 MZ1302.The dynamic height is computed by dividing the NAVD 88
 MZ1302.geopotential number by the normal gravity value computed on the
 MZ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1302.degrees latitude (g = 980.6199 gals.).
 MZ1302
 MZ1302.The modeled gravity was interpolated from observed gravity values.
 MZ1302
 MZ1302;                    North         East    Units  Estimated Accuracy
 MZ1302;SPC NY E     -   419,030.      214,210.      MT  (+/- 180 meters Scaled)
 MZ1302
 MZ1302                          SUPERSEDED SURVEY CONTROL
 MZ1302
 MZ1302.No superseded survey control is available for this station.
 MZ1302
 MZ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN052176(NAD 83)
 MZ1302_MARKER: I = METAL ROD
 MZ1302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1302_SP_SET: STAINLESS STEEL ROD
 MZ1302_STAMPING: D 442 1980
 MZ1302_MARK LOGO: NGS   
 MZ1302_PROJECTION: FLUSH
 MZ1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1302_ROD/PIPE-DEPTH: 9.1  meters
 MZ1302
 MZ1302  HISTORY     - Date     Condition        Report By
 MZ1302  HISTORY     - 1980     MONUMENTED       NGS
 MZ1302  HISTORY     - 19920905 MARK NOT FOUND   USPSQD
 MZ1302
 MZ1302                          STATION DESCRIPTION
 MZ1302
 MZ1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1302'IN SHERWOOD PARK.
 MZ1302'IN SHERWOOD PARK, AT THE SOUTH CORNER OF THE INTERSECTION OF U.S.
 MZ1302'HIGHWAY 20 AND PHILLIPS ROAD, 12.51 METERS (41.0 FEET) SOUTHWEST OF
 MZ1302'THE CENTER LINE OF THE HIGHWAY, 10.37 METERS (34.0 FEET) SOUTHEAST
 MZ1302'OF THE CENTER OF PHILLIPS ROAD, 2.14 METERS (7.0 FEET) NORTHEAST OF
 MZ1302'THE UTILITY POLE WITH TWO TRANSFORMERS, 1.52 METERS (5.0 FEET)
 MZ1302'SOUTHWEST OF GUY WIRE BASE FOR THE UTILITY POLE.
 MZ1302
 MZ1302                          STATION RECOVERY (1992)
 MZ1302
 MZ1302'RECOVERY NOTE BY US POWER SQUADRON 1992 (APS)
 MZ1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1419 ***********************************************************************
 MZ1419  DESIGNATION -  D 443
 MZ1419  PID         -  MZ1419
 MZ1419  STATE/COUNTY-  NY/ALBANY
 MZ1419  USGS QUAD   -  TROY SOUTH (1980)
 MZ1419
 MZ1419                         *CURRENT SURVEY CONTROL
 MZ1419  ___________________________________________________________________
 MZ1419* NAD 83(1986)-  42 44 06.     (N)    073 41 56.     (W)     SCALED    
 MZ1419* NAVD 88     -         7.295  (meters)      23.93   (feet)  ADJUSTED  
 MZ1419  ___________________________________________________________________
 MZ1419  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 MZ1419  DYNAMIC HT  -           7.293 (meters)      23.93  (feet)  COMP
 MZ1419  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 MZ1419
 MZ1419  VERT ORDER  -  FIRST     CLASS II
 MZ1419
 MZ1419.The horizontal coordinates were scaled from a topographic map and have
 MZ1419.an estimated accuracy of +/- 6 seconds.
 MZ1419
 MZ1419.The orthometric height was determined by differential leveling
 MZ1419.and adjusted by the National Geodetic Survey in June 1991..
 MZ1419
 MZ1419.The geoid height was determined by GEOID03.
 MZ1419
 MZ1419.The dynamic height is computed by dividing the NAVD 88
 MZ1419.geopotential number by the normal gravity value computed on the
 MZ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1419.degrees latitude (g = 980.6199 gals.).
 MZ1419
 MZ1419.The modeled gravity was interpolated from observed gravity values.
 MZ1419
 MZ1419;                    North         East    Units  Estimated Accuracy
 MZ1419;SPC NY E     -   433,550.      215,600.      MT  (+/- 180 meters Scaled)
 MZ1419
 MZ1419                          SUPERSEDED SURVEY CONTROL
 MZ1419
 MZ1419.No superseded survey control is available for this station.
 MZ1419
 MZ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN065322(NAD 83)
 MZ1419_MARKER: DB = BENCH MARK DISK
 MZ1419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MZ1419_SP_SET: ABUTMENT
 MZ1419_STAMPING: D 443 1981
 MZ1419_MARK LOGO: NGS   
 MZ1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1419
 MZ1419  HISTORY     - Date     Condition        Report By
 MZ1419  HISTORY     - 1981     MONUMENTED       NGS
 MZ1419  HISTORY     - 19981025 GOOD             USPSQD
 MZ1419
 MZ1419                          STATION DESCRIPTION
 MZ1419
 MZ1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1419'IN WATERVLIET.
 MZ1419'IN WATERVLIET, SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST
 MZ1419'ABUTMENT OF THE INTERSTATE 787 OVERPASS BRIDGE OVER TWENTYFIFTH
 MZ1419'STREET, 14.03 METERS (46.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE
 MZ1419'STREET, 0.30 METER (1.0 FOOT) NORTHEAST OF THE SOUTHWEST END OF THE
 MZ1419'ABUTMENT.
 MZ1419'THE MARK IS 0.24 M ABOVE BRICKWORK.
 MZ1419
 MZ1419                          STATION RECOVERY (1998)
 MZ1419
 MZ1419'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1447 ***********************************************************************
 MZ1447  DESIGNATION -  D 444
 MZ1447  PID         -  MZ1447
 MZ1447  STATE/COUNTY-  NY/SCHENECTADY
 MZ1447  USGS QUAD   -  SCHENECTADY (1980)
 MZ1447
 MZ1447                         *CURRENT SURVEY CONTROL
 MZ1447  ___________________________________________________________________
 MZ1447* NAD 83(1986)-  42 49 20.     (N)    073 57 26.     (W)     SCALED    
 MZ1447* NAVD 88     -        73.786  (meters)     242.08   (feet)  ADJUSTED  
 MZ1447  ___________________________________________________________________
 MZ1447  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MZ1447  DYNAMIC HT  -          73.766 (meters)     242.01  (feet)  COMP
 MZ1447  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 MZ1447
 MZ1447  VERT ORDER  -  FIRST     CLASS II
 MZ1447
 MZ1447.The horizontal coordinates were scaled from a topographic map and have
 MZ1447.an estimated accuracy of +/- 6 seconds.
 MZ1447
 MZ1447.The orthometric height was determined by differential leveling
 MZ1447.and adjusted by the National Geodetic Survey in June 1991..
 MZ1447
 MZ1447.The geoid height was determined by GEOID03.
 MZ1447
 MZ1447.The dynamic height is computed by dividing the NAVD 88
 MZ1447.geopotential number by the normal gravity value computed on the
 MZ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1447.degrees latitude (g = 980.6199 gals.).
 MZ1447
 MZ1447.The modeled gravity was interpolated from observed gravity values.
 MZ1447
 MZ1447;                    North         East    Units  Estimated Accuracy
 MZ1447;SPC NY E     -   443,070.      194,380.      MT  (+/- 180 meters Scaled)
 MZ1447
 MZ1447                          SUPERSEDED SURVEY CONTROL
 MZ1447
 MZ1447.No superseded survey control is available for this station.
 MZ1447
 MZ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN852416(NAD 83)
 MZ1447_MARKER: DB = BENCH MARK DISK
 MZ1447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MZ1447_SP_SET: ABUTMENT
 MZ1447_STAMPING: D 444 1981
 MZ1447_MARK LOGO: NGS   
 MZ1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1447
 MZ1447  HISTORY     - Date     Condition        Report By
 MZ1447  HISTORY     - 1981     MONUMENTED       NGS
 MZ1447  HISTORY     - 19990505 GOOD             USPSQD
 MZ1447
 MZ1447                          STATION DESCRIPTION
 MZ1447
 MZ1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1447'IN SCOTIA.
 MZ1447'IN SCOTIA, IN TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 MZ1447'THE STATE HIGHWAY 5 BRIDGE OVER THE ERIE CANAL (NOTE-BRIDGE KNOWN AS
 MZ1447'WESTERN GATEWAY BRIDGE), 2.01 METERS (6.6 FEET) NORTHEAST OF THE
 MZ1447'NORTHEAST CURB OF THE HIGHWAY, 0.21 METER (0.7 FOOT) SOUTHEAST OF THE
 MZ1447'NORTHWEST END OF THE ABUTMENT, 0.18 METER (0.6 FOOT) SOUTHWEST OF THE
 MZ1447'NORTHEAST EDGE OF THE ABUTMENT.
 MZ1447'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MZ1447
 MZ1447                          STATION RECOVERY (1999)
 MZ1447
 MZ1447'RECOVERY NOTE BY US POWER SQUADRON 1999
 MZ1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1863 ***********************************************************************
 NA1863  DESIGNATION -  D 445
 NA1863  PID         -  NA1863
 NA1863  STATE/COUNTY-  NY/MONTGOMERY
 NA1863  USGS QUAD   -  FORT PLAIN (1944)
 NA1863
 NA1863                         *CURRENT SURVEY CONTROL
 NA1863  ___________________________________________________________________
 NA1863* NAD 83(1986)-  42 58 04.     (N)    074 37 41.     (W)     SCALED    
 NA1863* NAVD 88     -       100.880  (meters)     330.97   (feet)  ADJUSTED  
 NA1863  ___________________________________________________________________
 NA1863  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NA1863  DYNAMIC HT  -         100.854 (meters)     330.89  (feet)  COMP
 NA1863  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 NA1863
 NA1863  VERT ORDER  -  FIRST     CLASS II
 NA1863
 NA1863.The horizontal coordinates were scaled from a topographic map and have
 NA1863.an estimated accuracy of +/- 6 seconds.
 NA1863
 NA1863.The orthometric height was determined by differential leveling
 NA1863.and adjusted by the National Geodetic Survey in June 1991..
 NA1863
 NA1863.The geoid height was determined by GEOID03.
 NA1863
 NA1863.The dynamic height is computed by dividing the NAVD 88
 NA1863.geopotential number by the normal gravity value computed on the
 NA1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1863.degrees latitude (g = 980.6199 gals.).
 NA1863
 NA1863.The modeled gravity was interpolated from observed gravity values.
 NA1863
 NA1863;                    North         East    Units  Estimated Accuracy
 NA1863;SPC NY E     -   459,100.      139,550.      MT  (+/- 180 meters Scaled)
 NA1863
 NA1863                          SUPERSEDED SURVEY CONTROL
 NA1863
 NA1863.No superseded survey control is available for this station.
 NA1863
 NA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN303573(NAD 83)
 NA1863_MARKER: DB = BENCH MARK DISK
 NA1863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA1863_SP_SET: ABUTMENT
 NA1863_STAMPING: D 445 1981
 NA1863_MARK LOGO: NGS   
 NA1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA1863+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 NA1863
 NA1863  HISTORY     - Date     Condition        Report By
 NA1863  HISTORY     - 1981     MONUMENTED       NGS
 NA1863  HISTORY     - 19991201 GOOD             JCLS
 NA1863  HISTORY     - 20040730 POOR             USPSQD
 NA1863
 NA1863                          STATION DESCRIPTION
 NA1863
 NA1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1863'3.9 KM (2.4 MI) NW FROM NELLISTON.
 NA1863'3.9 KILOMETERS (2.4 MILES) NORTHWEST ALONG STATE HIGHWAY 5 FROM THE
 NA1863'JUNCTION OF STATE HIGHWAY 80 SOUTH IN NELLISTON, TO THE MARK ON THE
 NA1863'LEFT, IN THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE OVER THE
 NA1863'CAROGA CREEK, 7.47 METERS (24.5 FEET) WEST OF THE CENTER LINE OF THE
 NA1863'HIGHWAY, 0.70 METER (2.3 FEET) WEST OF THE WEST METAL RETAINING WALL
 NA1863'OF THE BRIDGE, 0.27 METER (0.9 FOOT) SOUTH OF THE NORTH EDGE OF THE
 NA1863'SOUTH ABUTMENT.
 NA1863'THE MARK IS 0.90 METERS  E FROM A WITNESS POST.
 NA1863'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NA1863
 NA1863                          STATION RECOVERY (1999)
 NA1863
 NA1863'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 NA1863'RECOVERED IN GOOD CONDITION.
 NA1863
 NA1863                          STATION RECOVERY (2004)
 NA1863
 NA1863'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 NA1863'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1613 ***********************************************************************
 OE1613  DESIGNATION -  D 446
 OE1613  PID         -  OE1613
 OE1613  STATE/COUNTY-  NY/HERKIMER
 OE1613  USGS QUAD   -  HERKIMER (1943)
 OE1613
 OE1613                         *CURRENT SURVEY CONTROL
 OE1613  ___________________________________________________________________
 OE1613* NAD 83(1986)-  43 01 24.     (N)    074 55 30.     (W)     SCALED    
 OE1613* NAVD 88     -       122.752  (meters)     402.73   (feet)  ADJUSTED  
 OE1613  ___________________________________________________________________
 OE1613  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 OE1613  DYNAMIC HT  -         122.718 (meters)     402.62  (feet)  COMP
 OE1613  MODELED GRAV-     980,341.3   (mgal)                       NAVD 88
 OE1613
 OE1613  VERT ORDER  -  FIRST     CLASS II
 OE1613
 OE1613.The horizontal coordinates were scaled from a topographic map and have
 OE1613.an estimated accuracy of +/- 6 seconds.
 OE1613
 OE1613.The orthometric height was determined by differential leveling
 OE1613.and adjusted by the National Geodetic Survey in June 1991..
 OE1613
 OE1613.The geoid height was determined by GEOID03.
 OE1613
 OE1613.The dynamic height is computed by dividing the NAVD 88
 OE1613.geopotential number by the normal gravity value computed on the
 OE1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1613.degrees latitude (g = 980.6199 gals.).
 OE1613
 OE1613.The modeled gravity was interpolated from observed gravity values.
 OE1613
 OE1613;                    North         East    Units  Estimated Accuracy
 OE1613;SPC NY E     -   465,350.      115,360.      MT  (+/- 180 meters Scaled)
 OE1613
 OE1613                          SUPERSEDED SURVEY CONTROL
 OE1613
 OE1613.No superseded survey control is available for this station.
 OE1613
 OE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN061634(NAD 83)
 OE1613_MARKER: I = METAL ROD
 OE1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1613_SP_SET: STAINLESS STEEL ROD
 OE1613_STAMPING: D 446 1981
 OE1613_MARK LOGO: NGS   
 OE1613_PROJECTION: FLUSH
 OE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1613_ROD/PIPE-DEPTH: 6.1  meters
 OE1613
 OE1613  HISTORY     - Date     Condition        Report By
 OE1613  HISTORY     - 1981     MONUMENTED       NGS
 OE1613  HISTORY     - 20050915 MARK NOT FOUND   NYDT
 OE1613
 OE1613                          STATION DESCRIPTION
 OE1613
 OE1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OE1613'5.2 KM (3.25 MI) EAST FROM HERKIMER.
 OE1613'5.2 KILOMETERS (3.25 MILES) EAST ALONG STATE HIGHWAY 5 FROM THE
 OE1613'INTERSECTION OF MAIN STREET IN HERKIMER TO THE MARK ON THE LEFT.
 OE1613'8.54 METERS (28.0 FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OE1613'1.89 METERS (6.2 FEET) NORTHEAST OF THE EAST END OF WIRE GUARDRAIL,
 OE1613'0.85 METER (2.8 FEET) EAST OF A POWER POLE NUMBER 108 WITH
 OE1613'TRANSFORMER.
 OE1613'THE MARK IS 1.25 METERS  S FROM A WITNESS POST.
 OE1613'THE MARK IS 0.30 M BELOW HIGHWAY.
 OE1613
 OE1613                          STATION RECOVERY (2005)
 OE1613
 OE1613'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE1613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1840 ***********************************************************************
 NA1840  DESIGNATION -  D 447
 NA1840  PID         -  NA1840
 NA1840  STATE/COUNTY-  NY/MONTGOMERY
 NA1840  USGS QUAD   -  TRIBES HILL (1980)
 NA1840
 NA1840                         *CURRENT SURVEY CONTROL
 NA1840  ___________________________________________________________________
 NA1840* NAD 83(1986)-  42 57 10.     (N)    074 17 20.     (W)     SCALED    
 NA1840* NAVD 88     -       129.855  (meters)     426.03   (feet)  ADJUSTED  
 NA1840  ___________________________________________________________________
 NA1840  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 NA1840  DYNAMIC HT  -         129.821 (meters)     425.92  (feet)  COMP
 NA1840  MODELED GRAV-     980,357.6   (mgal)                       NAVD 88
 NA1840
 NA1840  VERT ORDER  -  FIRST     CLASS II
 NA1840
 NA1840.The horizontal coordinates were scaled from a topographic map and have
 NA1840.an estimated accuracy of +/- 6 seconds.
 NA1840
 NA1840.The orthometric height was determined by differential leveling
 NA1840.and adjusted by the National Geodetic Survey in June 1991..
 NA1840
 NA1840.The geoid height was determined by GEOID03.
 NA1840
 NA1840.The dynamic height is computed by dividing the NAVD 88
 NA1840.geopotential number by the normal gravity value computed on the
 NA1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1840.degrees latitude (g = 980.6199 gals.).
 NA1840
 NA1840.The modeled gravity was interpolated from observed gravity values.
 NA1840
 NA1840;                    North         East    Units  Estimated Accuracy
 NA1840;SPC NY E     -   457,450.      167,230.      MT  (+/- 180 meters Scaled)
 NA1840
 NA1840                          SUPERSEDED SURVEY CONTROL
 NA1840
 NA1840.No superseded survey control is available for this station.
 NA1840
 NA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN580558(NAD 83)
 NA1840_MARKER: DB = BENCH MARK DISK
 NA1840_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NA1840_SP_SET: FOUNDATION
 NA1840_STAMPING: D 447 1981
 NA1840_MARK LOGO: NGS   
 NA1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1840+STABILITY: SURFACE MOTION
 NA1840
 NA1840  HISTORY     - Date     Condition        Report By
 NA1840  HISTORY     - 1981     MONUMENTED       NGS
 NA1840  HISTORY     - 19971008 GOOD             USPSQD
 NA1840
 NA1840                          STATION DESCRIPTION
 NA1840
 NA1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1840'IN TRIBES HILL.
 NA1840'IN TRIBES HILL, ALONG MOHAWK DRIVE AT THE OLD TRIBES HILL SCHOOL,
 NA1840'WHICH IS NOW THE NEW YORK STATE ASSOCIATION FOR RETARDED CHILDREN, AT
 NA1840'THE EAST CORNER OF THE BUILDING, IN TOP OF AN EXTENSION OF THE
 NA1840'FOUNDATION FOR ACCESS TO THE BASEMENT, 25.0 METERS (82.0 FEET)
 NA1840'NORTHWEST OF THE CENTER LINE OF THE DRIVE, 1.46 METERS (4.8 FEET)
 NA1840'SOUTH OF THE EAST CORNER OF THE BUILDING, 0.76 METER (2.5 FEET)
 NA1840'NORTHWEST OF THE EAST CORNER OF THE EXTENDED FOUNDATION.
 NA1840'THE MARK IS ABOVE LEVEL WITH DRIVE.
 NA1840
 NA1840                          STATION RECOVERY (1997)
 NA1840
 NA1840'RECOVERY NOTE BY US POWER SQUADRON 1997
 NA1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2288 ***********************************************************************
 LY2288  DESIGNATION -  D 449
 LY2288  PID         -  LY2288
 LY2288  STATE/COUNTY-  NY/ORANGE
 LY2288  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2288
 LY2288                         *CURRENT SURVEY CONTROL
 LY2288  ___________________________________________________________________
 LY2288* NAD 83(1986)-  41 25 29.     (N)    074 43 57.     (W)     SCALED    
 LY2288* NAVD 88     -       218.931  (meters)     718.28   (feet)  ADJUSTED  
 LY2288  ___________________________________________________________________
 LY2288  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY2288  DYNAMIC HT  -         218.841 (meters)     717.98  (feet)  COMP
 LY2288  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 LY2288
 LY2288  VERT ORDER  -  FIRST     CLASS II
 LY2288
 LY2288.The horizontal coordinates were scaled from a topographic map and have
 LY2288.an estimated accuracy of +/- 6 seconds.
 LY2288
 LY2288.The orthometric height was determined by differential leveling
 LY2288.and adjusted by the National Geodetic Survey in June 1991..
 LY2288
 LY2288.The geoid height was determined by GEOID03.
 LY2288
 LY2288.The dynamic height is computed by dividing the NAVD 88
 LY2288.geopotential number by the normal gravity value computed on the
 LY2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2288.degrees latitude (g = 980.6199 gals.).
 LY2288
 LY2288.The modeled gravity was interpolated from observed gravity values.
 LY2288
 LY2288;                    North         East    Units  Estimated Accuracy
 LY2288;SPC NY E     -   287,740.      130,570.      MT  (+/- 180 meters Scaled)
 LY2288
 LY2288                          SUPERSEDED SURVEY CONTROL
 LY2288
 LY2288.No superseded survey control is available for this station.
 LY2288
 LY2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL223859(NAD 83)
 LY2288_MARKER: DB = BENCH MARK DISK
 LY2288_SETTING: 66 = SET IN ROCK OUTCROP
 LY2288_SP_SET: ROCK OUTCROP
 LY2288_STAMPING: D 449 1982
 LY2288_MARK LOGO: NGS   
 LY2288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2288+STABILITY: POSITION/ELEVATION WELL
 LY2288
 LY2288  HISTORY     - Date     Condition        Report By
 LY2288  HISTORY     - 1982     MONUMENTED       NGS
 LY2288
 LY2288                          STATION DESCRIPTION
 LY2288
 LY2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2288'2.5 KM (1.55 MI) NW FROM SPARROW BUSH.
 LY2288'2.5 KM (1.55 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2288'STATE HIGHWAY 42 IN SPARROW BUSH TO THE MARK ON THE RIGHT, SET IN THE
 LY2288'BASE OF A MASSIVE ROCK CUT ABOUT 15.24 METERS (50.0 FT) HIGH, ABOUT
 LY2288'0.8 KM (0.05 MI) NORTHEAST AND ACROSS HIGHWAY FROM THE NORTH END OF A
 LY2288'SCENIC OVERLOOK PARKING AREA, 6.10 METERS (20.0 FT) EAST OF THE CENTER
 LY2288'LINE OF THE HIGHWAY, 5.75 METERS (18.8 FT) NORTH OF A HIGHWAY 25 MI
 LY2288'PER HOUR CAUTION SIGN.
 LY2288'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2315 ***********************************************************************
 LY2315  DESIGNATION -  D 450
 LY2315  PID         -  LY2315
 LY2315  STATE/COUNTY-  NY/SULLIVAN
 LY2315  USGS QUAD   -  SHOHOLA (1994)
 LY2315
 LY2315                         *CURRENT SURVEY CONTROL
 LY2315  ___________________________________________________________________
 LY2315* NAD 83(1986)-  41 28 45.     (N)    074 58 30.     (W)     SCALED    
 LY2315* NAVD 88     -       184.628  (meters)     605.73   (feet)  ADJUSTED  
 LY2315  ___________________________________________________________________
 LY2315  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY2315  DYNAMIC HT  -         184.553 (meters)     605.49  (feet)  COMP
 LY2315  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 LY2315
 LY2315  VERT ORDER  -  FIRST     CLASS II
 LY2315
 LY2315.The horizontal coordinates were scaled from a topographic map and have
 LY2315.an estimated accuracy of +/- 6 seconds.
 LY2315
 LY2315.The orthometric height was determined by differential leveling
 LY2315.and adjusted by the National Geodetic Survey in June 1991..
 LY2315
 LY2315.The geoid height was determined by GEOID03.
 LY2315
 LY2315.The dynamic height is computed by dividing the NAVD 88
 LY2315.geopotential number by the normal gravity value computed on the
 LY2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2315.degrees latitude (g = 980.6199 gals.).
 LY2315
 LY2315.The modeled gravity was interpolated from observed gravity values.
 LY2315
 LY2315;                    North         East    Units  Estimated Accuracy
 LY2315;SPC NY E     -   293,870.      110,330.      MT  (+/- 180 meters Scaled)
 LY2315
 LY2315                          SUPERSEDED SURVEY CONTROL
 LY2315
 LY2315.No superseded survey control is available for this station.
 LY2315
 LY2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL020919(NAD 83)
 LY2315_MARKER: I = METAL ROD
 LY2315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2315_SP_SET: STAINLESS STEEL ROD
 LY2315_STAMPING: D 450 1982
 LY2315_MARK LOGO: NGS   
 LY2315_PROJECTION: FLUSH
 LY2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2315_ROD/PIPE-DEPTH: 10.9 meters
 LY2315
 LY2315  HISTORY     - Date     Condition        Report By
 LY2315  HISTORY     - 1982     MONUMENTED       NGS
 LY2315
 LY2315                          STATION DESCRIPTION
 LY2315
 LY2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2315'5.5 KM (3.4 MI) NW FROM BARRYVILLE.
 LY2315'5.5 KM (3.4 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE
 LY2315'IN BARRYVILLE, TO THE MARK ON THE LEFT, NEAR A 10-FOOT EMBANKMENT
 LY2315'BELOW THE HIGHWAY AND THE WATERS EDGE, 8.82 METERS (28.9 FT) SOUTH OF
 LY2315'THE CENTER LINE OF THE HIGHWAY, 5.25 METERS (17.2 FT) NORTH OF THE
 LY2315'NORTH EDGE OF THE EMBANKMENT, 6.90 METERS (22.6 FT) EAST OF AN 12-INCH
 LY2315'OAK TREE WITH A TRIANGLE BLAZE, 1.07 METERS (3.5 FT) SOUTH OF MI
 LY2315'MARKER 97-9602-1157.
 LY2315'THE MARK IS 0.68 METERS  N FROM A WITNESS POST.
 LY2315'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1902 ***********************************************************************
 NA1902  DESIGNATION -  D 451
 NA1902  PID         -  NA1902
 NA1902  STATE/COUNTY-  NY/DELAWARE
 NA1902  USGS QUAD   -  DEPOSIT (1965)
 NA1902
 NA1902                         *CURRENT SURVEY CONTROL
 NA1902  ___________________________________________________________________
 NA1902* NAD 83(1986)-  42 04 50.     (N)    075 24 09.     (W)     SCALED    
 NA1902* NAVD 88     -       310.949  (meters)    1020.17   (feet)  ADJUSTED  
 NA1902  ___________________________________________________________________
 NA1902  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NA1902  DYNAMIC HT  -         310.837 (meters)    1019.80  (feet)  COMP
 NA1902  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 NA1902
 NA1902  VERT ORDER  -  FIRST     CLASS II
 NA1902
 NA1902.The horizontal coordinates were scaled from a topographic map and have
 NA1902.an estimated accuracy of +/- 6 seconds.
 NA1902
 NA1902.The orthometric height was determined by differential leveling
 NA1902.and adjusted by the National Geodetic Survey in June 1991..
 NA1902
 NA1902.The geoid height was determined by GEOID03.
 NA1902
 NA1902.The dynamic height is computed by dividing the NAVD 88
 NA1902.geopotential number by the normal gravity value computed on the
 NA1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1902.degrees latitude (g = 980.6199 gals.).
 NA1902
 NA1902.The modeled gravity was interpolated from observed gravity values.
 NA1902
 NA1902;                    North         East    Units  Estimated Accuracy
 NA1902;SPC NY E     -   360,940.       75,330.      MT  (+/- 180 meters Scaled)
 NA1902
 NA1902                          SUPERSEDED SURVEY CONTROL
 NA1902
 NA1902.No superseded survey control is available for this station.
 NA1902
 NA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM667587(NAD 83)
 NA1902_MARKER: I = METAL ROD
 NA1902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1902_SP_SET: STAINLESS STEEL ROD
 NA1902_STAMPING: D 451 1982
 NA1902_MARK LOGO: NGS   
 NA1902_PROJECTION: FLUSH
 NA1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1902_ROD/PIPE-DEPTH: 3.4  meters
 NA1902
 NA1902  HISTORY     - Date     Condition        Report By
 NA1902  HISTORY     - 1982     MONUMENTED       NGS
 NA1902
 NA1902                          STATION DESCRIPTION
 NA1902
 NA1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1902'2.5 KM (1.55 MI) NE FROM DEPOSIT.
 NA1902'2.5 KM (1.55 MI) NORTHEAST ALONG STATE HIGHWAYS 8 AND 10 FROM THE
 NA1902'NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE WEST BRANCH OF THE
 NA1902'DELAWARE RIVER IN DEPOSIT, TO THE MARK ON THE LEFT, ALSO 0.5 KM (0.3
 NA1902'MI) WEST ALONG THE HIGHWAYS 8 AND 10 FROM THEIR JUNCTION IN
 NA1902'STILESVILLE, 7.3 METERS (24.0 FT) NORTH OF THE CENTER LINE OF THE
 NA1902'HIGHWAY, 9.05 METERS ( 29.7 FT) EAST OF THE WEST END OF THE METAL
 NA1902'GUARDRAIL, 0.39 METER (1.3 FT) NORTH OF THE NORTH EDGE OF THE METAL
 NA1902'GUARDRAIL.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, THE ROD
 NA1902'WAS DRIVEN TO REFUSAL AT 3.4 METERS.
 NA1902'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 NA1902'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1929 ***********************************************************************
 NA1929  DESIGNATION -  D 452
 NA1929  PID         -  NA1929
 NA1929  STATE/COUNTY-  NY/DELAWARE
 NA1929  USGS QUAD   -  SIDNEY (1982)
 NA1929
 NA1929                         *CURRENT SURVEY CONTROL
 NA1929  ___________________________________________________________________
 NA1929* NAD 83(1986)-  42 16 21.     (N)    075 23 46.     (W)     SCALED    
 NA1929* NAVD 88     -       463.980  (meters)    1522.24   (feet)  ADJUSTED  
 NA1929  ___________________________________________________________________
 NA1929  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 NA1929  DYNAMIC HT  -         463.812 (meters)    1521.69  (feet)  COMP
 NA1929  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 NA1929
 NA1929  VERT ORDER  -  FIRST     CLASS II
 NA1929
 NA1929.The horizontal coordinates were scaled from a topographic map and have
 NA1929.an estimated accuracy of +/- 6 seconds.
 NA1929
 NA1929.The orthometric height was determined by differential leveling
 NA1929.and adjusted by the National Geodetic Survey in June 1991..
 NA1929
 NA1929.The geoid height was determined by GEOID03.
 NA1929
 NA1929.The dynamic height is computed by dividing the NAVD 88
 NA1929.geopotential number by the normal gravity value computed on the
 NA1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1929.degrees latitude (g = 980.6199 gals.).
 NA1929
 NA1929.The modeled gravity was interpolated from observed gravity values.
 NA1929
 NA1929;                    North         East    Units  Estimated Accuracy
 NA1929;SPC NY E     -   382,250.       76,080.      MT  (+/- 180 meters Scaled)
 NA1929
 NA1929                          SUPERSEDED SURVEY CONTROL
 NA1929
 NA1929.No superseded survey control is available for this station.
 NA1929
 NA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM673801(NAD 83)
 NA1929_MARKER: I = METAL ROD
 NA1929_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1929_SP_SET: STAINLESS STEEL ROD
 NA1929_STAMPING: D 452 1982
 NA1929_MARK LOGO: NGS   
 NA1929_PROJECTION: FLUSH
 NA1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1929_ROD/PIPE-DEPTH: 11.0 meters
 NA1929
 NA1929  HISTORY     - Date     Condition        Report By
 NA1929  HISTORY     - 1982     MONUMENTED       NGS
 NA1929
 NA1929                          STATION DESCRIPTION
 NA1929
 NA1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1929'4.75 KM (2.95 MI) NW FROM MASONVILLE.
 NA1929'4.75 KM (2.95 MI) NORTHWEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1929'STATE HIGHWAY 206 IN MASONVILLE, TO AN OVERHEAD TELEPHONE CABLE
 NA1929'CROSSING AND THE MARK ON THE RIGHT, 43.89 METERS (144.0 FT) EAST OF
 NA1929'THE CENTER LINE OF THE HIGHWAY, 0.79 METER (2.6 FT) NORTH OF UTILITY
 NA1929'POLE NUMBER 52.
 NA1929'THE MARK IS 0.54 METERS  W FROM A WITNESS POST.
 NA1929'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1983 ***********************************************************************
 NA1983  DESIGNATION -  D 453
 NA1983  PID         -  NA1983
 NA1983  STATE/COUNTY-  NY/ONEIDA
 NA1983  USGS QUAD   -  CASSVILLE (1943)
 NA1983
 NA1983                         *CURRENT SURVEY CONTROL
 NA1983  ___________________________________________________________________
 NA1983* NAD 83(1986)-  42 56 38.     (N)    075 15 07.     (W)     SCALED    
 NA1983* NAVD 88     -       381.217  (meters)    1250.71   (feet)  ADJUSTED  
 NA1983  ___________________________________________________________________
 NA1983  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 NA1983  DYNAMIC HT  -         381.100 (meters)    1250.33  (feet)  COMP
 NA1983  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 NA1983
 NA1983  VERT ORDER  -  FIRST     CLASS II
 NA1983
 NA1983.The horizontal coordinates were scaled from a topographic map and have
 NA1983.an estimated accuracy of +/- 6 seconds.
 NA1983
 NA1983.The orthometric height was determined by differential leveling
 NA1983.and adjusted by the National Geodetic Survey in June 1991..
 NA1983
 NA1983.The geoid height was determined by GEOID03.
 NA1983
 NA1983.The dynamic height is computed by dividing the NAVD 88
 NA1983.geopotential number by the normal gravity value computed on the
 NA1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1983.degrees latitude (g = 980.6199 gals.).
 NA1983
 NA1983.The modeled gravity was interpolated from observed gravity values.
 NA1983
 NA1983;                    North         East    Units  Estimated Accuracy
 NA1983;SPC NY C     -   327,800.      358,660.      MT  (+/- 180 meters Scaled)
 NA1983
 NA1983                          SUPERSEDED SURVEY CONTROL
 NA1983
 NA1983.No superseded survey control is available for this station.
 NA1983
 NA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN794546(NAD 83)
 NA1983_MARKER: I = METAL ROD
 NA1983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NA1983_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NA1983_STAMPING: D 453 1982
 NA1983_MARK LOGO: NGS   
 NA1983_PROJECTION: FLUSH
 NA1983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1983+STABILITY: POSITION/ELEVATION WELL
 NA1983_ROD/PIPE-DEPTH: 19.5 meters
 NA1983_SLEEVE-DEPTH  : 6.1 meters
 NA1983
 NA1983  HISTORY     - Date     Condition        Report By
 NA1983  HISTORY     - 1982     MONUMENTED       NGS
 NA1983
 NA1983                          STATION DESCRIPTION
 NA1983
 NA1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1983'IN CASSVILLE.
 NA1983'IN CASSVILLE, AT THE CASSVILLE FIRE DEPARTMENT, INC. BUILDING ON STATE
 NA1983'HIGHWAY 8 AT THE EAST CORNER OF THE ENGINE HOUSE, 27.14 METERS
 NA1983'(89.0 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.31 METERS
 NA1983'(17.4 FT) SOUTHEAST OF THE SOUTHEAST WOODEN POLE SUPPORTING A SIREN,
 NA1983'0.70 METER (2.3 FT) EAST OF THE EAST CORNER OF THE ENGINE HOUSE.
 NA1983'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2341 ***********************************************************************
 LY2341  DESIGNATION -  D 454
 LY2341  PID         -  LY2341
 LY2341  STATE/COUNTY-  NY/SULLIVAN
 LY2341  USGS QUAD   -  DAMASCUS (1993)
 LY2341
 LY2341                         *CURRENT SURVEY CONTROL
 LY2341  ___________________________________________________________________
 LY2341* NAD 83(1986)-  41 39 22.     (N)    075 02 39.     (W)     SCALED    
 LY2341* NAVD 88     -       287.520  (meters)     943.31   (feet)  ADJUSTED  
 LY2341  ___________________________________________________________________
 LY2341  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LY2341  DYNAMIC HT  -         287.410 (meters)     942.94  (feet)  COMP
 LY2341  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 LY2341
 LY2341  VERT ORDER  -  FIRST     CLASS II
 LY2341
 LY2341.The horizontal coordinates were scaled from a topographic map and have
 LY2341.an estimated accuracy of +/- 6 seconds.
 LY2341
 LY2341.The orthometric height was determined by differential leveling
 LY2341.and adjusted by the National Geodetic Survey in June 1991..
 LY2341
 LY2341.The geoid height was determined by GEOID03.
 LY2341
 LY2341.The dynamic height is computed by dividing the NAVD 88
 LY2341.geopotential number by the normal gravity value computed on the
 LY2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2341.degrees latitude (g = 980.6199 gals.).
 LY2341
 LY2341.The modeled gravity was interpolated from observed gravity values.
 LY2341
 LY2341;                    North         East    Units  Estimated Accuracy
 LY2341;SPC NY E     -   313,550.      104,680.      MT  (+/- 180 meters Scaled)
 LY2341
 LY2341                          SUPERSEDED SURVEY CONTROL
 LY2341
 LY2341.No superseded survey control is available for this station.
 LY2341
 LY2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM963115(NAD 83)
 LY2341_MARKER: I = METAL ROD
 LY2341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2341_SP_SET: STAINLESS STEEL ROD
 LY2341_STAMPING: D 454 1982
 LY2341_MARK LOGO: NGS   
 LY2341_PROJECTION: FLUSH
 LY2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2341_ROD/PIPE-DEPTH: 2.4  meters
 LY2341
 LY2341  HISTORY     - Date     Condition        Report By
 LY2341  HISTORY     - 1982     MONUMENTED       NGS
 LY2341  HISTORY     - 1988     GOOD             USPSQD
 LY2341  HISTORY     - 1989     GOOD             USPSQD
 LY2341
 LY2341                          STATION DESCRIPTION
 LY2341
 LY2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2341'8.75 KM (5.45 MI) NORTH FROM HUNTS CORNER.
 LY2341'8.75 KM (5.45 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2341'STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE RIGHT, AT THE
 LY2341'ENTRANCE TO ST. LUCYS CEMETERY, 15.65 METERS (51.3 FT) EAST OF THE
 LY2341'CENTER LINE OF THE HIGHWAY, 5.95 METERS (19.5 FT) WEST OF A GRANITE
 LY2341'HEADSTONE OF THOMAS J HOEY, 5.65 METERS (18.5 FT) SOUTHEAST OF THE
 LY2341'NORTH END OF A CHAIN LINK FENCE, 0.50 METER (1.6 FT) EAST OF THE EAST
 LY2341'FACE OF A 4-FOOT HIGH RED BRICK SIGN READING (ST. LUCYS CEMETERY).
 LY2341'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD WAS DRIVEN TO
 LY2341'REFUSAL AND EMBEDDED AT 2.4 METERS.
 LY2341'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LY2341
 LY2341                          STATION RECOVERY (1988)
 LY2341
 LY2341'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY2341'RECOVERED IN GOOD CONDITION.
 LY2341
 LY2341                          STATION RECOVERY (1989)
 LY2341
 LY2341'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2360 ***********************************************************************
 LY2360  DESIGNATION -  D 455
 LY2360  PID         -  LY2360
 LY2360  STATE/COUNTY-  NY/SULLIVAN
 LY2360  USGS QUAD   -  CALLICOON (1992)
 LY2360
 LY2360                         *CURRENT SURVEY CONTROL
 LY2360  ___________________________________________________________________
 LY2360* NAD 83(1986)-  41 46 56.     (N)    075 04 11.     (W)     SCALED    
 LY2360* NAVD 88     -       373.148  (meters)    1224.24   (feet)  ADJUSTED  
 LY2360  ___________________________________________________________________
 LY2360  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LY2360  DYNAMIC HT  -         373.018 (meters)    1223.81  (feet)  COMP
 LY2360  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 LY2360
 LY2360  VERT ORDER  -  FIRST     CLASS II
 LY2360
 LY2360.The horizontal coordinates were scaled from a topographic map and have
 LY2360.an estimated accuracy of +/- 6 seconds.
 LY2360
 LY2360.The orthometric height was determined by differential leveling
 LY2360.and adjusted by the National Geodetic Survey in June 1991..
 LY2360
 LY2360.The geoid height was determined by GEOID03.
 LY2360
 LY2360.The dynamic height is computed by dividing the NAVD 88
 LY2360.geopotential number by the normal gravity value computed on the
 LY2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2360.degrees latitude (g = 980.6199 gals.).
 LY2360
 LY2360.The modeled gravity was interpolated from observed gravity values.
 LY2360
 LY2360;                    North         East    Units  Estimated Accuracy
 LY2360;SPC NY E     -   327,570.      102,640.      MT  (+/- 180 meters Scaled)
 LY2360
 LY2360                          SUPERSEDED SURVEY CONTROL
 LY2360
 LY2360.No superseded survey control is available for this station.
 LY2360
 LY2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM942255(NAD 83)
 LY2360_MARKER: I = METAL ROD
 LY2360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2360_SP_SET: STAINLESS STEEL ROD
 LY2360_STAMPING: D 455 1982
 LY2360_MARK LOGO: NGS   
 LY2360_PROJECTION: FLUSH
 LY2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2360_ROD/PIPE-DEPTH: 2.4  meters
 LY2360
 LY2360  HISTORY     - Date     Condition        Report By
 LY2360  HISTORY     - 1982     MONUMENTED       NGS
 LY2360
 LY2360                          STATION DESCRIPTION
 LY2360
 LY2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2360'2.4 KM (1.5 MI) NW FROM CALLICOON.
 LY2360'2.4 KM (1.5 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2360'STATE HIGHWAY 17B IN CALLICOON, TO THE MARK ON THE LEFT, 14.75 METERS
 LY2360'(48.4 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 22.55 METERS
 LY2360'(74.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY FRAMED
 LY2360'HOUSE, 21.35 METERS (70.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LY2360'ONE-STORY RANCH TYPE HOUSE, 0.65 METER (2.1 FT) NORTH OF A UTILITY
 LY2360'POLE NUMBER 1414-16-32 WITH A TRANSFORMER.  NOTE-SEVERAL ATTEMPTS WERE
 LY2360'MADE TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND EMBEDDED AT
 LY2360'2.4 METERS.
 LY2360'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2384 ***********************************************************************
 LY2384  DESIGNATION -  D 456
 LY2384  PID         -  LY2384
 LY2384  STATE/COUNTY-  NY/DELAWARE
 LY2384  USGS QUAD   -  FISHS EDDY (1982)
 LY2384
 LY2384                         *CURRENT SURVEY CONTROL
 LY2384  ___________________________________________________________________
 LY2384* NAD 83(1986)-  41 55 02.     (N)    075 12 39.     (W)     SCALED    
 LY2384* NAVD 88     -       456.094  (meters)    1496.37   (feet)  ADJUSTED  
 LY2384  ___________________________________________________________________
 LY2384  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LY2384  DYNAMIC HT  -         455.928 (meters)    1495.82  (feet)  COMP
 LY2384  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 LY2384
 LY2384  VERT ORDER  -  FIRST     CLASS II
 LY2384
 LY2384.The horizontal coordinates were scaled from a topographic map and have
 LY2384.an estimated accuracy of +/- 6 seconds.
 LY2384
 LY2384.The orthometric height was determined by differential leveling
 LY2384.and adjusted by the National Geodetic Survey in June 1991..
 LY2384
 LY2384.The geoid height was determined by GEOID03.
 LY2384
 LY2384.The dynamic height is computed by dividing the NAVD 88
 LY2384.geopotential number by the normal gravity value computed on the
 LY2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2384.degrees latitude (g = 980.6199 gals.).
 LY2384
 LY2384.The modeled gravity was interpolated from observed gravity values.
 LY2384
 LY2384;                    North         East    Units  Estimated Accuracy
 LY2384;SPC NY E     -   342,650.       91,040.      MT  (+/- 180 meters Scaled)
 LY2384
 LY2384                          SUPERSEDED SURVEY CONTROL
 LY2384
 LY2384.No superseded survey control is available for this station.
 LY2384
 LY2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM825406(NAD 83)
 LY2384_MARKER: I = METAL ROD
 LY2384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2384_SP_SET: STAINLESS STEEL ROD
 LY2384_STAMPING: D 456 1982
 LY2384_MARK LOGO: NGS   
 LY2384_PROJECTION: FLUSH
 LY2384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2384_ROD/PIPE-DEPTH: 2.4  meters
 LY2384
 LY2384  HISTORY     - Date     Condition        Report By
 LY2384  HISTORY     - 1982     MONUMENTED       NGS
 LY2384
 LY2384                          STATION DESCRIPTION
 LY2384
 LY2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2384'10.85 KM (6.75 MI) SE FROM HANCOCK.
 LY2384'10.85 KM (6.75 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 LY2384'OF STATE HIGHWAY 191 IN HANCOCK, TO THE MARK ON THE LEFT, 8.0 METERS
 LY2384'(26.2 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12.70 METERS
 LY2384'(41.6 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST END
 LY2384'OF A STEEL CABLE GUARDRAIL, 0.75 METER (2.4 FT) NORTHEAST OF UTILITY
 LY2384'POLE NUMBER 1233,1,300,386 WITH ONE GUY WIRE AND LINES CROSSING THE
 LY2384'HIGHWAY.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN
 LY2384'TO REFUSAL AT 2.4 METERS.
 LY2384'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 LY2384'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1878 ***********************************************************************
 NA1878  DESIGNATION -  D 457
 NA1878  PID         -  NA1878
 NA1878  STATE/COUNTY-  NY/BROOME
 NA1878  USGS QUAD   -  GULF SUMMIT (1952)
 NA1878
 NA1878                         *CURRENT SURVEY CONTROL
 NA1878  ___________________________________________________________________
 NA1878* NAD 83(1986)-  42 00 47.     (N)    075 32 26.     (W)     SCALED    
 NA1878* NAVD 88     -       422.334  (meters)    1385.61   (feet)  ADJUSTED  
 NA1878  ___________________________________________________________________
 NA1878  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 NA1878  DYNAMIC HT  -         422.180 (meters)    1385.10  (feet)  COMP
 NA1878  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 NA1878
 NA1878  VERT ORDER  -  FIRST     CLASS II
 NA1878
 NA1878.The horizontal coordinates were scaled from a topographic map and have
 NA1878.an estimated accuracy of +/- 6 seconds.
 NA1878
 NA1878.The orthometric height was determined by differential leveling
 NA1878.and adjusted by the National Geodetic Survey in June 1991..
 NA1878
 NA1878.The geoid height was determined by GEOID03.
 NA1878
 NA1878.The dynamic height is computed by dividing the NAVD 88
 NA1878.geopotential number by the normal gravity value computed on the
 NA1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1878.degrees latitude (g = 980.6199 gals.).
 NA1878
 NA1878.The modeled gravity was interpolated from observed gravity values.
 NA1878
 NA1878;                    North         East    Units  Estimated Accuracy
 NA1878;SPC NY E     -   353,570.       63,820.      MT  (+/- 180 meters Scaled)
 NA1878
 NA1878                          SUPERSEDED SURVEY CONTROL
 NA1878
 NA1878.No superseded survey control is available for this station.
 NA1878
 NA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM552513(NAD 83)
 NA1878_MARKER: I = METAL ROD
 NA1878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1878_SP_SET: STAINLESS STEEL ROD
 NA1878_STAMPING: D 457 1982
 NA1878_MARK LOGO: NGS   
 NA1878_PROJECTION: FLUSH
 NA1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1878_ROD/PIPE-DEPTH: 2.4  meters
 NA1878
 NA1878  HISTORY     - Date     Condition        Report By
 NA1878  HISTORY     - 1982     MONUMENTED       NGS
 NA1878
 NA1878                          STATION DESCRIPTION
 NA1878
 NA1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1878'9.4 KM (5.85 MI) NE FROM LANESBORO PA.
 NA1878'1.6 KM (1.0 MI) NORTH ALONG MAIN STREET IN LANESBORO, PA. FROM THE
 NA1878'JUNCTION OF PA. STATE HIGHWAY 171, THENCE 7.8 KM (4.85 MI) NORTHEAST
 NA1878'ALONG VINEGAR HILL ROAD TO THE MARK ON THE LEFT, 8.85 METERS (29.0 FT)
 NA1878'NORTHWEST OF THE CENTER OF THE ROAD, 0.75 METER (2.5 FT) SOUTHWEST OF
 NA1878'A TELEGRAPH POLE NUMBER 30, 0.65 METER (2.1 FT) SOUTHEAST OF A BARBED
 NA1878'WIRE FENCE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD
 NA1878'DRIVEN TO REFUSAL AND ANCHORED AT 2.4 METERS.
 NA1878'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 NA1878'THE MARK IS 1.21 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1566 ***********************************************************************
 NB1566  DESIGNATION -  D 458
 NB1566  PID         -  NB1566
 NB1566  STATE/COUNTY-  NY/TIOGA
 NB1566  USGS QUAD   -  APALACHIN (1969)
 NB1566
 NB1566                         *CURRENT SURVEY CONTROL
 NB1566  ___________________________________________________________________
 NB1566* NAD 83(1986)-  42 04 50.     (N)    076 08 45.     (W)     SCALED    
 NB1566* NAVD 88     -       259.753  (meters)     852.21   (feet)  ADJUSTED  
 NB1566  ___________________________________________________________________
 NB1566  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NB1566  DYNAMIC HT  -         259.653 (meters)     851.88  (feet)  COMP
 NB1566  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 NB1566
 NB1566  VERT ORDER  -  FIRST     CLASS II
 NB1566
 NB1566.The horizontal coordinates were scaled from a topographic map and have
 NB1566.an estimated accuracy of +/- 6 seconds.
 NB1566
 NB1566.The orthometric height was determined by differential leveling
 NB1566.and adjusted by the National Geodetic Survey in June 1991..
 NB1566
 NB1566.The geoid height was determined by GEOID03.
 NB1566
 NB1566.The dynamic height is computed by dividing the NAVD 88
 NB1566.geopotential number by the normal gravity value computed on the
 NB1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1566.degrees latitude (g = 980.6199 gals.).
 NB1566
 NB1566.The modeled gravity was interpolated from observed gravity values.
 NB1566
 NB1566;                    North         East    Units  Estimated Accuracy
 NB1566;SPC NY C     -   231,130.      286,200.      MT  (+/- 180 meters Scaled)
 NB1566
 NB1566                          SUPERSEDED SURVEY CONTROL
 NB1566
 NB1566.No superseded survey control is available for this station.
 NB1566
 NB1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM052593(NAD 83)
 NB1566_MARKER: I = METAL ROD
 NB1566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1566_SP_SET: STAINLESS STEEL ROD
 NB1566_STAMPING: D 458 1982
 NB1566_MARK LOGO: NGS   
 NB1566_PROJECTION: FLUSH
 NB1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1566_ROD/PIPE-DEPTH: 4.6  meters
 NB1566
 NB1566  HISTORY     - Date     Condition        Report By
 NB1566  HISTORY     - 1982     MONUMENTED       NGS
 NB1566
 NB1566                          STATION DESCRIPTION
 NB1566
 NB1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1566'9.3 KM (5.8 MI) WNW FROM ENDICOTT.
 NB1566'9.3 KM (5.8 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 17C FROM THE
 NB1566'JUNCTION OF STATE HIGHWAY 26 IN ENDICOTT, TO THE MARK ON THE RIGHT, ON
 NB1566'THE NORTH SIDE OF A POWER POLE WITH LINES RUNNING TO A SPLIT LEVEL
 NB1566'HOUSE, 23.16 METERS (76.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY,
 NB1566'29.41 METERS (96.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SPLIT
 NB1566'LEVEL HOUSE, 3.35 METERS (11.0 FT) SOUTH OF THE CENTER OF THE PAVED
 NB1566'ENTRANCE DRIVE OF THE HOUSE, 0.61 METER (2.0 FT) NORTH OF POWER POLE
 NB1566'NUMBER 268 WITH A TRANSFORMER, 2 GUY WIRES, AND LINES RUNNING INTO THE
 NB1566'HOUSE.
 NB1566'THE MARK IS 1.53 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1592 ***********************************************************************
 NB1592  DESIGNATION -  D 459
 NB1592  PID         -  NB1592
 NB1592  STATE/COUNTY-  NY/CHEMUNG
 NB1592  USGS QUAD   -  WELLSBURG (1969)
 NB1592
 NB1592                         *CURRENT SURVEY CONTROL
 NB1592  ___________________________________________________________________
 NB1592* NAD 83(1986)-  42 00 58.     (N)    076 42 45.     (W)     SCALED    
 NB1592* NAVD 88     -       252.998  (meters)     830.04   (feet)  ADJUSTED  
 NB1592  ___________________________________________________________________
 NB1592  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NB1592  DYNAMIC HT  -         252.891 (meters)     829.69  (feet)  COMP
 NB1592  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 NB1592
 NB1592  VERT ORDER  -  FIRST     CLASS II
 NB1592
 NB1592.The horizontal coordinates were scaled from a topographic map and have
 NB1592.an estimated accuracy of +/- 6 seconds.
 NB1592
 NB1592.The orthometric height was determined by differential leveling
 NB1592.and adjusted by the National Geodetic Survey in June 1991..
 NB1592
 NB1592.The geoid height was determined by GEOID03.
 NB1592
 NB1592.The dynamic height is computed by dividing the NAVD 88
 NB1592.geopotential number by the normal gravity value computed on the
 NB1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1592.degrees latitude (g = 980.6199 gals.).
 NB1592
 NB1592.The modeled gravity was interpolated from observed gravity values.
 NB1592
 NB1592;                    North         East    Units  Estimated Accuracy
 NB1592;SPC NY C     -   223,890.      239,300.      MT  (+/- 180 meters Scaled)
 NB1592
 NB1592                          SUPERSEDED SURVEY CONTROL
 NB1592
 NB1592.No superseded survey control is available for this station.
 NB1592
 NB1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM582529(NAD 83)
 NB1592_MARKER: DB = BENCH MARK DISK
 NB1592_SETTING: 66 = SET IN ROCK OUTCROP
 NB1592_SP_SET: ROCK OUTCROP
 NB1592_STAMPING: D 459 1982
 NB1592_MARK LOGO: NGS   
 NB1592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1592+STABILITY: POSITION/ELEVATION WELL
 NB1592
 NB1592  HISTORY     - Date     Condition        Report By
 NB1592  HISTORY     - 1982     MONUMENTED       NGS
 NB1592  HISTORY     - 1990     GOOD             USPSQD
 NB1592  HISTORY     - 19940928 GOOD             USPSQD
 NB1592
 NB1592                          STATION DESCRIPTION
 NB1592
 NB1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1592'1.2 KM (0.75 MI) EAST FROM WELLSBURG.
 NB1592'1.2 KM (0.75 MI) EAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 NB1592'STATE HIGHWAY 367 S IN WELLSBURG, TO THE MARK ON THE RIGHT, IN A ROCK
 NB1592'CUT, 11.15 METERS (36.6 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NB1592'25.35 METERS (83.2 FT) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM MILE
 NB1592'MARKER NUMBER 427-6201-1048, 5.90 METERS (19.4 FT) SOUTHWEST OF THE
 NB1592'SOUTHWEST CORNER OF A STORM DRAIN.
 NB1592'THE MARK IS 0.98 METERS  W FROM A WITNESS POST.
 NB1592'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NB1592
 NB1592                          STATION RECOVERY (1990)
 NB1592
 NB1592'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1592'RECOVERED IN GOOD CONDITION.
 NB1592
 NB1592                          STATION RECOVERY (1994)
 NB1592
 NB1592'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0601 ***********************************************************************
 MZ0601  DESIGNATION -  D 46
 MZ0601  PID         -  MZ0601
 MZ0601  STATE/COUNTY-  NY/COLUMBIA
 MZ0601  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0601
 MZ0601                         *CURRENT SURVEY CONTROL
 MZ0601  ___________________________________________________________________
 MZ0601* NAD 83(1986)-  42 10 50.     (N)    073 51 32.     (W)     SCALED    
 MZ0601* NAVD 88     -         2.017  (meters)       6.62   (feet)  ADJUSTED  
 MZ0601  ___________________________________________________________________
 MZ0601  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ0601  DYNAMIC HT  -           2.016 (meters)       6.61  (feet)  COMP
 MZ0601  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 MZ0601
 MZ0601  VERT ORDER  -  FIRST     CLASS II
 MZ0601
 MZ0601.The horizontal coordinates were scaled from a topographic map and have
 MZ0601.an estimated accuracy of +/- 6 seconds.
 MZ0601
 MZ0601.The orthometric height was determined by differential leveling
 MZ0601.and adjusted by the National Geodetic Survey in June 1991..
 MZ0601
 MZ0601.The geoid height was determined by GEOID03.
 MZ0601
 MZ0601.The dynamic height is computed by dividing the NAVD 88
 MZ0601.geopotential number by the normal gravity value computed on the
 MZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0601.degrees latitude (g = 980.6199 gals.).
 MZ0601
 MZ0601.The modeled gravity was interpolated from observed gravity values.
 MZ0601
 MZ0601;                    North         East    Units  Estimated Accuracy
 MZ0601;SPC NY E     -   371,850.      202,960.      MT  (+/- 180 meters Scaled)
 MZ0601
 MZ0601                          SUPERSEDED SURVEY CONTROL
 MZ0601
 MZ0601  NGVD 29 (??/??/92)    2.251  (m)            7.39   (f) ADJ UNCH    1 2
 MZ0601
 MZ0601.Superseded values are not recommended for survey control.
 MZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0601.See file dsdata.txt to determine how the superseded data were derived.
 MZ0601
 MZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM942704(NAD 83)
 MZ0601_MARKER: DB = BENCH MARK DISK
 MZ0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0601_SP_SET: BRIDGE
 MZ0601_STAMPING: D 46 1934
 MZ0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0601
 MZ0601  HISTORY     - Date     Condition        Report By
 MZ0601  HISTORY     - 1934     MONUMENTED       CGS
 MZ0601  HISTORY     - 1955     GOOD             NGS
 MZ0601
 MZ0601                          STATION DESCRIPTION
 MZ0601
 MZ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0601'3.75 MI N FROM GERMANTOWN.
 MZ0601'ABOUT 3.75 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0601'STATION AT GERMANTOWN, ABOUT 0.15 MILE SOUTH OF ROAD CROSSING AT
 MZ0601'LINLITHAGO, ABOUT 0.15 MILE NORTH OF MILE POST NY 108, IN THE TOP OF
 MZ0601'THE WEST END OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF RAILROAD
 MZ0601'BRIDGE NO. 291 OVER LIVINGSTON CREEK, 14 FEET WEST OF WEST RAIL OF
 MZ0601'WEST TRACK, 2.1 FEET EAST OF WEST END OF PIER, 1.8 FEET SOUTH OF NORTH
 MZ0601'EDGE OF PIER AND ABOUT 4 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1647 ***********************************************************************
 OE1647  DESIGNATION -  D 460
 OE1647  PID         -  OE1647
 OE1647  STATE/COUNTY-  NY/ONEIDA
 OE1647  USGS QUAD   -  UTICA WEST (1955)
 OE1647
 OE1647                         *CURRENT SURVEY CONTROL
 OE1647  ___________________________________________________________________
 OE1647* NAD 83(1986)-  43 04 42.     (N)    075 16 41.     (W)     SCALED    
 OE1647* NAVD 88     -       161.865  (meters)     531.05   (feet)  ADJUSTED  
 OE1647  ___________________________________________________________________
 OE1647  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 OE1647  DYNAMIC HT  -         161.822 (meters)     530.91  (feet)  COMP
 OE1647  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 OE1647
 OE1647  VERT ORDER  -  FIRST     CLASS II
 OE1647
 OE1647.The horizontal coordinates were scaled from a topographic map and have
 OE1647.an estimated accuracy of +/- 6 seconds.
 OE1647
 OE1647.The orthometric height was determined by differential leveling
 OE1647.and adjusted by the National Geodetic Survey in June 1991..
 OE1647
 OE1647.The geoid height was determined by GEOID03.
 OE1647
 OE1647.The dynamic height is computed by dividing the NAVD 88
 OE1647.geopotential number by the normal gravity value computed on the
 OE1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1647.degrees latitude (g = 980.6199 gals.).
 OE1647
 OE1647.The modeled gravity was interpolated from observed gravity values.
 OE1647
 OE1647;                    North         East    Units  Estimated Accuracy
 OE1647;SPC NY C     -   342,700.      356,290.      MT  (+/- 180 meters Scaled)
 OE1647
 OE1647                          SUPERSEDED SURVEY CONTROL
 OE1647
 OE1647.No superseded survey control is available for this station.
 OE1647
 OE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN773695(NAD 83)
 OE1647_MARKER: I = METAL ROD
 OE1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OE1647_SP_SET: STAINLESS STEEL ROD
 OE1647_STAMPING: D 460 1982
 OE1647_MARK LOGO: NGS   
 OE1647_PROJECTION: FLUSH
 OE1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1647_ROD/PIPE-DEPTH: 4.9  meters
 OE1647
 OE1647  HISTORY     - Date     Condition        Report By
 OE1647  HISTORY     - 1982     MONUMENTED       NGS
 OE1647
 OE1647                          STATION DESCRIPTION
 OE1647
 OE1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1647'IN UTICA.
 OE1647'IN UTICA, ALONG GENESEE STREET, ON THE PROPERTY OF THE TRINITY
 OE1647'LUTHERAN CHURCH, 12.41 METERS (40.7 FT) NORTHWEST OF THE NORTHWEST
 OE1647'CURB OF THE STREET, 26.98 METERS (88.5 FT) SOUTHEAST OF THE LARGE
 OE1647'CROSS ON THE SOUTHEAST FACE OF THE CHURCH, 0.76 METER (2.5 FT)
 OE1647'SOUTHEAST OF THE SOUTHEAST SUPPORT OF THE CHURCH SIGN.
 OE1647'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1318 ***********************************************************************
 OF1318  DESIGNATION -  D 461
 OF1318  PID         -  OF1318
 OF1318  STATE/COUNTY-  NY/OSWEGO
 OF1318  USGS QUAD   -  CENTRAL SQUARE (1978)
 OF1318
 OF1318                         *CURRENT SURVEY CONTROL
 OF1318  ___________________________________________________________________
 OF1318* NAD 83(1986)-  43 16 10.     (N)    076 14 21.     (W)     SCALED    
 OF1318* NAVD 88     -       129.135  (meters)     423.67   (feet)  ADJUSTED  
 OF1318  ___________________________________________________________________
 OF1318  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 OF1318  DYNAMIC HT  -         129.106 (meters)     423.58  (feet)  COMP
 OF1318  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 OF1318
 OF1318  VERT ORDER  -  FIRST     CLASS II
 OF1318
 OF1318.The horizontal coordinates were scaled from a topographic map and have
 OF1318.an estimated accuracy of +/- 6 seconds.
 OF1318
 OF1318.The orthometric height was determined by differential leveling
 OF1318.and adjusted by the National Geodetic Survey in June 1991..
 OF1318
 OF1318.The geoid height was determined by GEOID03.
 OF1318
 OF1318.The dynamic height is computed by dividing the NAVD 88
 OF1318.geopotential number by the normal gravity value computed on the
 OF1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1318.degrees latitude (g = 980.6199 gals.).
 OF1318
 OF1318.The modeled gravity was interpolated from observed gravity values.
 OF1318
 OF1318;                    North         East    Units  Estimated Accuracy
 OF1318;SPC NY C     -   363,160.      277,940.      MT  (+/- 180 meters Scaled)
 OF1318
 OF1318                          SUPERSEDED SURVEY CONTROL
 OF1318
 OF1318.No superseded survey control is available for this station.
 OF1318
 OF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN994914(NAD 83)
 OF1318_MARKER: I = METAL ROD
 OF1318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1318_SP_SET: STAINLESS STEEL ROD
 OF1318_STAMPING: D 461 1982
 OF1318_MARK LOGO: NGS   
 OF1318_PROJECTION: FLUSH
 OF1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1318_ROD/PIPE-DEPTH: 4.0  meters
 OF1318
 OF1318  HISTORY     - Date     Condition        Report By
 OF1318  HISTORY     - 1982     MONUMENTED       NGS
 OF1318
 OF1318                          STATION DESCRIPTION
 OF1318
 OF1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1318'2.9 KM (1.8 MI) EAST FROM PENNELLVILLE.
 OF1318'0.3 KM (0.2 MI) EAST ALONG COUNTY ROAD 54 FROM THE POST OFFICE IN
 OF1318'PENNELLVILLE, THENCE 2.6 KM (1.6 MI) EAST ALONG STEWART CORNERS ROAD
 OF1318'TO THE JUNCTION OF COUNTY ROAD 10 AND THE MARK ON THE RIGHT, ALSO
 OF1318'1.0 KM (0.6 MI) SOUTHWEST ALONG COUNTY ROAD 10 FROM THE JUNCTION OF
 OF1318'COUNTY ROAD 33 IN CAUGHDENOY, THENCE 2.1 KM (1.3 MI) WEST ALONG
 OF1318'STEWART CORNERS ROAD, 18.90 METERS (62.0 FT) SOUTH-SOUTHWEST OF THE
 OF1318'CENTER OF STEWART CORNERS ROAD, 13.11 METERS (43.0 FT) EAST-NORTHEAST
 OF1318'OF THE CENTERLINE OF COUNTY ROAD 10, 0.82 METER (2.7 FT)
 OF1318'NORTH-NORTHEAST OF A RIGHT-OF-WAY MARKER.  NOTE--SEVERAL ATTEMPTS WERE
 OF1318'MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AT 4.0 METERS.
 OF1318'THE MARK IS 0.45 METERS  SSW FROM A WITNESS POST.
 OF1318'THE MARK IS ABOVE LEVEL WITH ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1328 ***********************************************************************
 OF1328  DESIGNATION -  D 462
 OF1328  PID         -  OF1328
 OF1328  STATE/COUNTY-  NY/OSWEGO
 OF1328  USGS QUAD   -  CICERO (1978)
 OF1328
 OF1328                         *CURRENT SURVEY CONTROL
 OF1328  ___________________________________________________________________
 OF1328* NAD 83(1986)-  43 14 50.     (N)    076 00 00.     (W)     SCALED    
 OF1328* NAVD 88     -       115.013  (meters)     377.34   (feet)  ADJUSTED  
 OF1328  ___________________________________________________________________
 OF1328  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OF1328  DYNAMIC HT  -         114.987 (meters)     377.25  (feet)  COMP
 OF1328  MODELED GRAV-     980,389.8   (mgal)                       NAVD 88
 OF1328
 OF1328  VERT ORDER  -  FIRST     CLASS II
 OF1328
 OF1328.The horizontal coordinates were scaled from a topographic map and have
 OF1328.an estimated accuracy of +/- 6 seconds.
 OF1328
 OF1328.The orthometric height was determined by differential leveling
 OF1328.and adjusted by the National Geodetic Survey in June 1991..
 OF1328
 OF1328.The geoid height was determined by GEOID03.
 OF1328
 OF1328.The dynamic height is computed by dividing the NAVD 88
 OF1328.geopotential number by the normal gravity value computed on the
 OF1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1328.degrees latitude (g = 980.6199 gals.).
 OF1328
 OF1328.The modeled gravity was interpolated from observed gravity values.
 OF1328
 OF1328;                    North         East    Units  Estimated Accuracy
 OF1328;SPC NY C     -   360,800.      297,370.      MT  (+/- 180 meters Scaled)
 OF1328
 OF1328                          SUPERSEDED SURVEY CONTROL
 OF1328
 OF1328.No superseded survey control is available for this station.
 OF1328
 OF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN188887(NAD 83)
 OF1328_MARKER: I = METAL ROD
 OF1328_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OF1328_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OF1328_STAMPING: D 462 1982
 OF1328_MARK LOGO: NGS   
 OF1328_PROJECTION: FLUSH
 OF1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OF1328+STABILITY: POSITION/ELEVATION WELL
 OF1328_ROD/PIPE-DEPTH: 9.5  meters
 OF1328_SLEEVE-DEPTH  : 6.1 meters
 OF1328
 OF1328  HISTORY     - Date     Condition        Report By
 OF1328  HISTORY     - 1982     MONUMENTED       NGS
 OF1328
 OF1328                          STATION DESCRIPTION
 OF1328
 OF1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1328'IN CONSTANTIA.
 OF1328'IN CONSTANTIA, IN THE SOUTHEAST ANGLE OF STATE HIGHWAY 49 AND MILL
 OF1328'STREET ON THE PROPERTY OF ONEIDA NATIONAL BANK AND TRUST COMPANY,
 OF1328'61.87 METERS (203.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OF1328'9.75 METERS (32.0 FT) EAST OF THE CENTER OF THE STREET, 20.11 METERS
 OF1328'(66.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BANK, 24.07 METERS
 OF1328'(79.0 FT) NORTHEAST AND ACROSS MILL STREET OF THE NORTHEAST CORNER OF
 OF1328'A SMALL TWO-STORY FRAME HOUSE FACING ONEIDA LAKE, 1.0 METER (3.3 FT)
 OF1328'SOUTHWEST OF UTILITY POLE NUMBER 107-2 WITH A TRANSFORMER.
 OF1328'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1616 ***********************************************************************
 NB1616  DESIGNATION -  D 463
 NB1616  PID         -  NB1616
 NB1616  STATE/COUNTY-  NY/CHEMUNG
 NB1616  USGS QUAD   -  ERIN (1969)
 NB1616
 NB1616                         *CURRENT SURVEY CONTROL
 NB1616  ___________________________________________________________________
 NB1616* NAD 83(1986)-  42 12 40.     (N)    076 38 04.     (W)     SCALED    
 NB1616* NAVD 88     -       502.510  (meters)    1648.65   (feet)  ADJUSTED  
 NB1616  ___________________________________________________________________
 NB1616  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NB1616  DYNAMIC HT  -         502.320 (meters)    1648.03  (feet)  COMP
 NB1616  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 NB1616
 NB1616  VERT ORDER  -  FIRST     CLASS II
 NB1616
 NB1616.The horizontal coordinates were scaled from a topographic map and have
 NB1616.an estimated accuracy of +/- 6 seconds.
 NB1616
 NB1616.The orthometric height was determined by differential leveling
 NB1616.and adjusted by the National Geodetic Survey in June 1991..
 NB1616
 NB1616.The geoid height was determined by GEOID03.
 NB1616
 NB1616.The dynamic height is computed by dividing the NAVD 88
 NB1616.geopotential number by the normal gravity value computed on the
 NB1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1616.degrees latitude (g = 980.6199 gals.).
 NB1616
 NB1616.The modeled gravity was interpolated from observed gravity values.
 NB1616
 NB1616;                    North         East    Units  Estimated Accuracy
 NB1616;SPC NY C     -   245,540.      245,780.      MT  (+/- 180 meters Scaled)
 NB1616
 NB1616                          SUPERSEDED SURVEY CONTROL
 NB1616
 NB1616.No superseded survey control is available for this station.
 NB1616
 NB1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM650745(NAD 83)
 NB1616_MARKER: I = METAL ROD
 NB1616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1616+WITH SETTING: INFORMATION.
 NB1616_SP_SET: SHALLOW SET METAL ROD
 NB1616_STAMPING: D 463 1982
 NB1616_MARK LOGO: NGS   
 NB1616_PROJECTION: FLUSH
 NB1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1616_ROD/PIPE-DEPTH: 1.7  meters
 NB1616
 NB1616  HISTORY     - Date     Condition        Report By
 NB1616  HISTORY     - 1982     MONUMENTED       NGS
 NB1616  HISTORY     - 1988     GOOD             USPSQD
 NB1616  HISTORY     - 1989     GOOD             USPSQD
 NB1616  HISTORY     - 19940926 GOOD             USPSQD
 NB1616
 NB1616                          STATION DESCRIPTION
 NB1616
 NB1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1616'9.25 KM (5.75 MI) WEST FROM VAN ETTEN.
 NB1616'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 224 FROM THE
 NB1616'JUNCTION OF STATE HIGHWAY 34 IN VAN ETTEN, THENCE 4.6 KM
 NB1616'(2.85 MI) WEST ALONG STATE HIGHWAY 223 TO THE MARK ON THE
 NB1616'RIGHT, AT THE INTERSECTION OF PARK HILL ROAD, 14.15 METERS
 NB1616'(46.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NB1616'33.70 METERS (110.6 FT) WEST OF THE CENTER OF PARK HILL
 NB1616'ROAD, 0.73 METER (2.4 FT) WEST OF UTILITY POLE NUMBER
 NB1616'2594, 1, 68905.
 NB1616'NOTE--MARK LOCATION MOVED 4 TIMES.
 NB1616'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD AND IT
 NB1616'WAS DRIVEN TO REFUSAL AND ANCHORED AT 1.7 METERS.
 NB1616'THE MARK IS 0.73 METERS  S FROM A WITNESS POST.
 NB1616'THE MARK IS 0.30 M BELOW HIGHWAY.
 NB1616
 NB1616                          STATION RECOVERY (1988)
 NB1616
 NB1616'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1616'RECOVERED IN GOOD CONDITION.
 NB1616
 NB1616                          STATION RECOVERY (1989)
 NB1616
 NB1616'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1616'RECOVERED IN GOOD CONDITION.
 NB1616
 NB1616                          STATION RECOVERY (1994)
 NB1616
 NB1616'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1641 ***********************************************************************
 NB1641  DESIGNATION -  D 464
 NB1641  PID         -  NB1641
 NB1641  STATE/COUNTY-  NY/TOMPKINS
 NB1641  USGS QUAD   -  LUDLOWVILLE (1971)
 NB1641
 NB1641                         *CURRENT SURVEY CONTROL
 NB1641  ___________________________________________________________________
 NB1641* NAD 83(1992)-  42 31 02.70304(N)    076 30 26.71068(W)     ADJUSTED  
 NB1641* NAVD 88     -       251.888  (meters)     826.40   (feet)  ADJUSTED  
 NB1641  ___________________________________________________________________
 NB1641  X           -   1,098,587.002 (meters)                     COMP
 NB1641  Y           -  -4,578,556.098 (meters)                     COMP
 NB1641  Z           -   4,288,288.810 (meters)                     COMP
 NB1641  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 NB1641  ELLIP HEIGHT-         218.70  (meters)          (02/26/03) GPS OBS
 NB1641  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NB1641  DYNAMIC HT  -         251.803 (meters)     826.12  (feet)  COMP
 NB1641  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NB1641
 NB1641  HORZ ORDER  -  FIRST
 NB1641  VERT ORDER  -  FIRST     CLASS II
 NB1641  ELLP ORDER  -  THIRD     CLASS I
 NB1641
 NB1641.The horizontal coordinates were established by GPS observations
 NB1641.and adjusted by the National Geodetic Survey in September 2000..
 NB1641
 NB1641.The orthometric height was determined by differential leveling
 NB1641.and adjusted by the National Geodetic Survey in June 1991..
 NB1641
 NB1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB1641
 NB1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1641
 NB1641.The ellipsoidal height was determined by GPS observations
 NB1641.and is referenced to NAD 83.
 NB1641
 NB1641.The geoid height was determined by GEOID03.
 NB1641
 NB1641.The dynamic height is computed by dividing the NAVD 88
 NB1641.geopotential number by the normal gravity value computed on the
 NB1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1641.degrees latitude (g = 980.6199 gals.).
 NB1641
 NB1641.The modeled gravity was interpolated from observed gravity values.
 NB1641
 NB1641;                    North         East     Units Scale Factor Converg.
 NB1641;SPC NY C     -   279,567.031   256,237.909   MT  0.99993798   +0 03 04.7
 NB1641;SPC NY C     -   917,212.83    840,673.87   sFT  0.99993798   +0 03 04.7
 NB1641;UTM  18      - 4,708,328.060   376,174.277   MT  0.99978865   -1 01 07.9
 NB1641
 NB1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1641!SPC NY C     -   0.99996570  x   0.99993798  =   0.99990368
 NB1641!UTM  18      -   0.99996570  x   0.99978865  =   0.99975436
 NB1641
 NB1641                          SUPERSEDED SURVEY CONTROL
 NB1641
 NB1641  ELLIP H (09/01/00)  218.71   (m)                       GP(       ) 3 1
 NB1641  NAVD 88 (09/01/00)  251.89   (m)          826.4    (f) LEVELING    3  
 NB1641
 NB1641.Superseded values are not recommended for survey control.
 NB1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1641.See file dsdata.txt to determine how the superseded data were derived.
 NB1641
 NB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN7617408328(NAD 83)
 NB1641_MARKER: I = METAL ROD
 NB1641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1641+WITH SETTING: INFORMATION.
 NB1641_SP_SET: SHALLOW SET METAL ROD
 NB1641_STAMPING: D 464 1982
 NB1641_MARK LOGO: NGS   
 NB1641_PROJECTION: FLUSH
 NB1641_MAGNETIC: I = MARKER IS A STEEL ROD
 NB1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1641+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 NB1641_ROD/PIPE-DEPTH: 1.5  meters
 NB1641
 NB1641  HISTORY     - Date     Condition        Report By
 NB1641  HISTORY     - 1982     MONUMENTED       NGS
 NB1641  HISTORY     - 1990     GOOD             USPSQD
 NB1641  HISTORY     - 19990324 GOOD             USPSQD
 NB1641  HISTORY     - 20000619 GOOD             NGS
 NB1641  HISTORY     - 20060630 GOOD             USPSQD
 NB1641
 NB1641                          STATION DESCRIPTION
 NB1641
 NB1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1641'2.9 KM (1.8 MI) SE FROM SOUTH LANSING.
 NB1641'2.9 KM (1.8 MI) SOUTHEAST ALONG STATE HIGHWAY 34 FROM THE
 NB1641'JUNCTION OF STATE HIGHWAY 34B IN SOUTH LANSING TO THE MARK
 NB1641'ON THE RIGHT, AT THE JUNCTION OF EAST SHORE CIRCLE,
 NB1641'14.70 METERS (48.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 NB1641'HIGHWAY, 32.50 METERS (106.6 FT) NORTHWEST OF THE CENTER
 NB1641'OF EAST SHORE CIRCLE, 0.55 METER (1.8 FT) NORTHEAST OF A
 NB1641'UTILITY POLE WITH 3 GUY WIRES.  NOTE--SEVERAL ATTEMPTS WERE
 NB1641'MADE TO DRIVE THE ROD AND IT WAS DRIVEN TO REFUSAL AND
 NB1641'ANCHORED AT 1.9 METERS.
 NB1641'THE MARK IS 0.78 METERS  N FROM A WITNESS POST.
 NB1641'THE MARK IS 0.60 M BELOW HIGHWAY.
 NB1641
 NB1641                          STATION RECOVERY (1990)
 NB1641
 NB1641'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEZ)
 NB1641'RECOVERED IN GOOD CONDITION.
 NB1641
 NB1641                          STATION RECOVERY (1999)
 NB1641
 NB1641'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB1641'RECOVERED IN GOOD CONDITION.
 NB1641
 NB1641                          STATION RECOVERY (2000)
 NB1641
 NB1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ALJ)
 NB1641'RECOVERED AS DESCRIBED.
 NB1641
 NB1641                          STATION RECOVERY (2006)
 NB1641
 NB1641'RECOVERY NOTE BY US POWER SQUADRON 2006 (NLH)
 NB1641'EAST SHORE CIRCLE HAS 2 ENDS ON 34. THE MARK IS ON THE SOUTH MOST END,
 NB1641'OR THE 2ND ONE FROM 34/34B. THE WITNESS POST IS AT THE POLE, AND
 NB1641'ACROSS THE ROAD FROM MILE MARKER 34 3604 3040. THERE IS AN ORANGE SIGN
 NB1641'ON THE POLE WARNING FOR UNDERGROUND OPTIC CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1668 ***********************************************************************
 NB1668  DESIGNATION -  D 465
 NB1668  PID         -  NB1668
 NB1668  STATE/COUNTY-  NY/CAYUGA
 NB1668  USGS QUAD   -  CAYUGA (1954)
 NB1668
 NB1668                         *CURRENT SURVEY CONTROL
 NB1668  ___________________________________________________________________
 NB1668* NAD 83(1986)-  42 55 18.     (N)    076 41 58.     (W)     SCALED    
 NB1668* NAVD 88     -       156.248  (meters)     512.62   (feet)  ADJUSTED  
 NB1668  ___________________________________________________________________
 NB1668  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NB1668  DYNAMIC HT  -         156.208 (meters)     512.49  (feet)  COMP
 NB1668  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 NB1668
 NB1668  VERT ORDER  -  FIRST     CLASS II
 NB1668
 NB1668.The horizontal coordinates were scaled from a topographic map and have
 NB1668.an estimated accuracy of +/- 6 seconds.
 NB1668
 NB1668.The orthometric height was determined by differential leveling
 NB1668.and adjusted by the National Geodetic Survey in June 1991..
 NB1668
 NB1668.The geoid height was determined by GEOID03.
 NB1668
 NB1668.The dynamic height is computed by dividing the NAVD 88
 NB1668.geopotential number by the normal gravity value computed on the
 NB1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1668.degrees latitude (g = 980.6199 gals.).
 NB1668
 NB1668.The modeled gravity was interpolated from observed gravity values.
 NB1668
 NB1668;                    North         East    Units  Estimated Accuracy
 NB1668;SPC NY C     -   324,480.      240,520.      MT  (+/- 180 meters Scaled)
 NB1668
 NB1668                          SUPERSEDED SURVEY CONTROL
 NB1668
 NB1668.No superseded survey control is available for this station.
 NB1668
 NB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN613535(NAD 83)
 NB1668_MARKER: I = METAL ROD
 NB1668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1668_SP_SET: STAINLESS STEEL ROD
 NB1668_STAMPING: D 465 1982
 NB1668_MARK LOGO: NGS   
 NB1668_PROJECTION: FLUSH
 NB1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1668_ROD/PIPE-DEPTH: 5.4  meters
 NB1668
 NB1668  HISTORY     - Date     Condition        Report By
 NB1668  HISTORY     - 1982     MONUMENTED       NGS
 NB1668  HISTORY     - 1990     GOOD             USPSQD
 NB1668
 NB1668                          STATION DESCRIPTION
 NB1668
 NB1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1668'2.2 KM (1.4 MI) EAST FROM CAYUGA.
 NB1668'2.2 KM (1.4 MI) EAST ALONG WEST GENESEE STREET FROM THE
 NB1668'INTERSECTION OF STATE HIGHWAY 90 IN CAYUGA TO THE MARK ON
 NB1668'THE LEFT, AT THE JUNCTION OF WALKER ROAD AND ON PROPERTY OF
 NB1668'MR. QUILL, 9.03 METERS (29.6 FT) NORTH OF THE CENTERLINE OF
 NB1668'WEST GENESEE STREET, 20.30 METERS (66.6 FT) SOUTH-SOUTHWEST
 NB1668'OF THE SOUTHEAST CORNER OF A CONCRETE PORCH, 0.48 METER
 NB1668'(1.6 FT) EAST OF UTILITY POLE NUMBER 181 17-6 199 WITH 1 GUY
 NB1668'WIRE AND A TRANSFORMER.
 NB1668'THE MARK IS 0.45 M BELOW STREET.
 NB1668
 NB1668                          STATION RECOVERY (1990)
 NB1668
 NB1668'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1293 ***********************************************************************
 OF1293  DESIGNATION -  D 466
 OF1293  PID         -  OF1293
 OF1293  STATE/COUNTY-  NY/OSWEGO
 OF1293  USGS QUAD   -  HANNIBAL (1978)
 OF1293
 OF1293                         *CURRENT SURVEY CONTROL
 OF1293  ___________________________________________________________________
 OF1293* NAD 83(1986)-  43 16 59.     (N)    076 34 46.     (W)     SCALED    
 OF1293* NAVD 88     -       127.184  (meters)     417.27   (feet)  ADJUSTED  
 OF1293  ___________________________________________________________________
 OF1293  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OF1293  DYNAMIC HT  -         127.156 (meters)     417.18  (feet)  COMP
 OF1293  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 OF1293
 OF1293  VERT ORDER  -  FIRST     CLASS II
 OF1293
 OF1293.The horizontal coordinates were scaled from a topographic map and have
 OF1293.an estimated accuracy of +/- 6 seconds.
 OF1293
 OF1293.The orthometric height was determined by differential leveling
 OF1293.and adjusted by the National Geodetic Survey in June 1991..
 OF1293
 OF1293.The geoid height was determined by GEOID03.
 OF1293
 OF1293.The dynamic height is computed by dividing the NAVD 88
 OF1293.geopotential number by the normal gravity value computed on the
 OF1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1293.degrees latitude (g = 980.6199 gals.).
 OF1293
 OF1293.The modeled gravity was interpolated from observed gravity values.
 OF1293
 OF1293;                    North         East    Units  Estimated Accuracy
 OF1293;SPC NY C     -   364,610.      250,320.      MT  (+/- 180 meters Scaled)
 OF1293
 OF1293                          SUPERSEDED SURVEY CONTROL
 OF1293
 OF1293.No superseded survey control is available for this station.
 OF1293
 OF1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN718934(NAD 83)
 OF1293_MARKER: I = METAL ROD
 OF1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1293_SP_SET: STAINLESS STEEL ROD
 OF1293_STAMPING: D 466 1982
 OF1293_MARK LOGO: NGS   
 OF1293_PROJECTION: FLUSH
 OF1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1293_ROD/PIPE-DEPTH: 3.7  meters
 OF1293
 OF1293  HISTORY     - Date     Condition        Report By
 OF1293  HISTORY     - 1982     MONUMENTED       NGS
 OF1293  HISTORY     - 19910731 GOOD             USPSQD
 OF1293
 OF1293                          STATION DESCRIPTION
 OF1293
 OF1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1293'4.3 KM (2.65 MI) SOUTH FROM HANNIBAL.
 OF1293'1.7 KM (1.05 MI) SOUTH ALONG CAYUGA STREET FROM THE JUNCTION
 OF1293'OF STATE HIGHWAY 104A IN HANNIBAL, THENCE 2.6 KM (1.6 MI) SOUTH
 OF1293'ALONG STATE HIGHWAY 34 TO THE JUNCTION OF MARTVILLE ROAD AND
 OF1293'THE MARK ON THE LEFT, 17.98 METERS (59.0 FT) EAST OF THE
 OF1293'CENTERLINE OF THE HIGHWAY, 7.62 METERS (25.0 FT) SOUTH OF
 OF1293'THE CENTER OF THE ROAD, 4.05 METERS (13.3 FT) NORTH-NORTHEAST
 OF1293'OF A SHORT UTILITY POLE DBA1 WITH AN UNDERGROUND TELEPHONE
 OF1293'JUNCTION BOX, 0.85 METER (2.8 FT) SOUTH OF UTILITY POLE 19.
 OF1293'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 OF1293'REFUSAL AND ANCHORED AT 3.7 METERS.
 OF1293'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OF1293
 OF1293                          STATION RECOVERY (1991)
 OF1293
 OF1293'RECOVERY NOTE BY US POWER SQUADRON 1991 (RRZ)
 OF1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1278 ***********************************************************************
 OF1278  DESIGNATION -  D 467
 OF1278  PID         -  OF1278
 OF1278  STATE/COUNTY-  NY/CAYUGA
 OF1278  USGS QUAD   -  WEEDSPORT (1978)
 OF1278
 OF1278                         *CURRENT SURVEY CONTROL
 OF1278  ___________________________________________________________________
 OF1278* NAD 83(1986)-  43 04 18.     (N)    076 33 24.     (W)     SCALED    
 OF1278* NAVD 88     -       122.031  (meters)     400.36   (feet)  ADJUSTED  
 OF1278  ___________________________________________________________________
 OF1278  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OF1278  DYNAMIC HT  -         122.002 (meters)     400.27  (feet)  COMP
 OF1278  MODELED GRAV-     980,378.4   (mgal)                       NAVD 88
 OF1278
 OF1278  VERT ORDER  -  FIRST     CLASS II
 OF1278
 OF1278.The horizontal coordinates were scaled from a topographic map and have
 OF1278.an estimated accuracy of +/- 6 seconds.
 OF1278
 OF1278.The orthometric height was determined by differential leveling
 OF1278.and adjusted by the National Geodetic Survey in June 1991..
 OF1278
 OF1278.The geoid height was determined by GEOID03.
 OF1278
 OF1278.The dynamic height is computed by dividing the NAVD 88
 OF1278.geopotential number by the normal gravity value computed on the
 OF1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1278.degrees latitude (g = 980.6199 gals.).
 OF1278
 OF1278.The modeled gravity was interpolated from observed gravity values.
 OF1278
 OF1278;                    North         East    Units  Estimated Accuracy
 OF1278;SPC NY C     -   341,130.      252,170.      MT  (+/- 180 meters Scaled)
 OF1278
 OF1278                          SUPERSEDED SURVEY CONTROL
 OF1278
 OF1278.No superseded survey control is available for this station.
 OF1278
 OF1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN732699(NAD 83)
 OF1278_MARKER: DB = BENCH MARK DISK
 OF1278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OF1278_SP_SET: BRIDGE ABUTMENT
 OF1278_STAMPING: D 467 1982
 OF1278_MARK LOGO: NGS   
 OF1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1278
 OF1278  HISTORY     - Date     Condition        Report By
 OF1278  HISTORY     - 1982     MONUMENTED       NGS
 OF1278
 OF1278                          STATION DESCRIPTION
 OF1278
 OF1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1278'2.7 KM (1.7 MI) NE FROM WEEDSPORT.
 OF1278'2.7 KM (1.7 MI) NORTHEAST ALONG STATE HIGHWAY 34 FROM STATE
 OF1278'HIGHWAY 31B IN WEEDSPORT TO THE MARK ON THE LEFT, IN TOP OF
 OF1278'THE NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE OVER THE ERIE CANAL,
 OF1278'5.65 METERS (18.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 OF1278'3.60 METERS (11.8 FT) SOUTH OF THE NORTH END OF THE NORTHWEST
 OF1278'ABUTMENT.
 OF1278'THE MARK IS 3.98 METERS  S FROM A WITNESS POST.
 OF1278'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1730 ***********************************************************************
 NB1730  DESIGNATION -  D 468
 NB1730  PID         -  NB1730
 NB1730  STATE/COUNTY-  NY/ALLEGANY
 NB1730  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1730
 NB1730                         *CURRENT SURVEY CONTROL
 NB1730  ___________________________________________________________________
 NB1730* NAD 83(1986)-  42 07 09.     (N)    077 56 37.     (W)     SCALED    
 NB1730* NAVD 88     -       456.779  (meters)    1498.62   (feet)  ADJUSTED  
 NB1730  ___________________________________________________________________
 NB1730  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 NB1730  DYNAMIC HT  -         456.603 (meters)    1498.04  (feet)  COMP
 NB1730  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 NB1730
 NB1730  VERT ORDER  -  FIRST     CLASS II
 NB1730
 NB1730.The horizontal coordinates were scaled from a topographic map and have
 NB1730.an estimated accuracy of +/- 6 seconds.
 NB1730
 NB1730.The orthometric height was determined by differential leveling
 NB1730.and adjusted by the National Geodetic Survey in June 1991..
 NB1730
 NB1730.The geoid height was determined by GEOID03.
 NB1730
 NB1730.The dynamic height is computed by dividing the NAVD 88
 NB1730.geopotential number by the normal gravity value computed on the
 NB1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1730.degrees latitude (g = 980.6199 gals.).
 NB1730
 NB1730.The modeled gravity was interpolated from observed gravity values.
 NB1730
 NB1730;                    North         East    Units  Estimated Accuracy
 NB1730;SPC NY W     -   235,530.      402,900.      MT  (+/- 180 meters Scaled)
 NB1730
 NB1730                          SUPERSEDED SURVEY CONTROL
 NB1730
 NB1730.No superseded survey control is available for this station.
 NB1730
 NB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM566672(NAD 83)
 NB1730_MARKER: I = METAL ROD
 NB1730_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1730_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1730_STAMPING: D 468 1983
 NB1730_MARK LOGO: NGS   
 NB1730_PROJECTION: FLUSH
 NB1730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1730+STABILITY: POSITION/ELEVATION WELL
 NB1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1730+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 NB1730_ROD/PIPE-DEPTH: 19.5 meters
 NB1730_SLEEVE-DEPTH  : 6.1 meters
 NB1730
 NB1730  HISTORY     - Date     Condition        Report By
 NB1730  HISTORY     - 1983     MONUMENTED       NGS
 NB1730  HISTORY     - 20040719 GOOD             USPSQD
 NB1730
 NB1730                          STATION DESCRIPTION
 NB1730
 NB1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1730'IN WELLSVILLE.
 NB1730'IN WELLSVILLE, AT THE WELLSVILLE FIRE DEPARTMENT, ON SOUTH MAIN
 NB1730'STREET, IN THE FRONT LAWN, 0.08 KM (0.05 MI) SOUTHEAST OF THE JUNCTION
 NB1730'OF EAST STATE STREET, 7.8 METERS (25.5 FT) SOUTHWEST OF THE SOUTHWEST
 NB1730'CURB OF SOUTH MAIN STREET, 10.05 METERS (33.0 FT) EAST OF THE EAST
 NB1730'CORNER OF THE ENGINE HOUSE, 1.37 METERS (4.5 FT) NORTH OF THE EAST
 NB1730'CORNER OF THE CONCRETE BASE OF THE FLAGPOLE.
 NB1730'THE MARK IS 0.18 M ABOVE STREET.
 NB1730
 NB1730                          STATION RECOVERY (2004)
 NB1730
 NB1730'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1683 ***********************************************************************
 NB1683  DESIGNATION -  D 469
 NB1683  PID         -  NB1683
 NB1683  STATE/COUNTY-  NY/CHEMUNG
 NB1683  USGS QUAD   -  ELMIRA (1969)
 NB1683
 NB1683                         *CURRENT SURVEY CONTROL
 NB1683  ___________________________________________________________________
 NB1683* NAD 83(1986)-  42 04 50.     (N)    076 49 47.     (W)     SCALED    
 NB1683* NAVD 88     -       265.423  (meters)     870.81   (feet)  ADJUSTED  
 NB1683  ___________________________________________________________________
 NB1683  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NB1683  DYNAMIC HT  -         265.324 (meters)     870.48  (feet)  COMP
 NB1683  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 NB1683
 NB1683  VERT ORDER  -  FIRST     CLASS II
 NB1683
 NB1683.The horizontal coordinates were scaled from a topographic map and have
 NB1683.an estimated accuracy of +/- 6 seconds.
 NB1683
 NB1683.The orthometric height was determined by differential leveling
 NB1683.and adjusted by the National Geodetic Survey in June 1991..
 NB1683
 NB1683.The geoid height was determined by GEOID03.
 NB1683
 NB1683.The dynamic height is computed by dividing the NAVD 88
 NB1683.geopotential number by the normal gravity value computed on the
 NB1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1683.degrees latitude (g = 980.6199 gals.).
 NB1683
 NB1683.The modeled gravity was interpolated from observed gravity values.
 NB1683
 NB1683;                    North         East    Units  Estimated Accuracy
 NB1683;SPC NY C     -   231,070.      229,610.      MT  (+/- 180 meters Scaled)
 NB1683
 NB1683                          SUPERSEDED SURVEY CONTROL
 NB1683
 NB1683.No superseded survey control is available for this station.
 NB1683
 NB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM486603(NAD 83)
 NB1683_MARKER: I = METAL ROD
 NB1683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1683_SP_SET: STAINLESS STEEL ROD
 NB1683_STAMPING: D 469 1983
 NB1683_MARK LOGO: NGS   
 NB1683_PROJECTION: FLUSH
 NB1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1683_ROD/PIPE-DEPTH: 4.9  meters
 NB1683
 NB1683  HISTORY     - Date     Condition        Report By
 NB1683  HISTORY     - 1983     MONUMENTED       NGS
 NB1683
 NB1683                          STATION DESCRIPTION
 NB1683
 NB1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1683'IN WEST ELMIRA.
 NB1683'IN WEST ELMIRA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF WEST
 NB1683'WATER AND COBBLES EAST STREETS ON THE PROPERTY OF THE CONGREGATION
 NB1683'SHOMRAY HADATH CHURCH, 31.09 METERS (102.0 FT) NORTHWEST OF THE
 NB1683'NORTHWEST CURB OF WATER STREET, 3.96 METERS (13.0 FT) SOUTHWEST OF THE
 NB1683'SOUTHWEST CURB OF COBBLES EAST STREET, 2.56 METERS (8.4 FT) NORTHEAST
 NB1683'OF THE EAST CORNER OF THE CHURCH.
 NB1683'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0501 ***********************************************************************
 NA0501  DESIGNATION -  D 47
 NA0501  PID         -  NA0501
 NA0501  STATE/COUNTY-  NY/ULSTER
 NA0501  USGS QUAD   -  PHOENICIA (1980)
 NA0501
 NA0501                         *CURRENT SURVEY CONTROL
 NA0501  ___________________________________________________________________
 NA0501* NAD 83(1986)-  42 00 41.     (N)    074 16 19.     (W)     SCALED    
 NA0501* NAVD 88     -       194.460  (meters)     637.99   (feet)  ADJUSTED  
 NA0501  ___________________________________________________________________
 NA0501  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 NA0501  DYNAMIC HT  -         194.390 (meters)     637.76  (feet)  COMP
 NA0501  MODELED GRAV-     980,260.4   (mgal)                       NAVD 88
 NA0501
 NA0501  VERT ORDER  -  SECOND    CLASS 0
 NA0501
 NA0501.The horizontal coordinates were scaled from a topographic map and have
 NA0501.an estimated accuracy of +/- 6 seconds.
 NA0501
 NA0501.The orthometric height was determined by differential leveling
 NA0501.and adjusted by the National Geodetic Survey in June 1991..
 NA0501
 NA0501.The geoid height was determined by GEOID03.
 NA0501
 NA0501.The dynamic height is computed by dividing the NAVD 88
 NA0501.geopotential number by the normal gravity value computed on the
 NA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0501.degrees latitude (g = 980.6199 gals.).
 NA0501
 NA0501.The modeled gravity was interpolated from observed gravity values.
 NA0501
 NA0501;                    North         East    Units  Estimated Accuracy
 NA0501;SPC NY E     -   352,890.      168,890.      MT  (+/- 180 meters Scaled)
 NA0501
 NA0501                          SUPERSEDED SURVEY CONTROL
 NA0501
 NA0501  NGVD 29 (??/??/92)  194.672  (m)          638.69   (f) ADJ UNCH    2 0
 NA0501
 NA0501.Superseded values are not recommended for survey control.
 NA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0501.See file dsdata.txt to determine how the superseded data were derived.
 NA0501
 NA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM602512(NAD 83)
 NA0501_MARKER: DB = BENCH MARK DISK
 NA0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0501_STAMPING: D 47 1934
 NA0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0501+STABILITY: SURFACE MOTION
 NA0501
 NA0501  HISTORY     - Date     Condition        Report By
 NA0501  HISTORY     - 1934     MONUMENTED       CGS
 NA0501
 NA0501                          STATION DESCRIPTION
 NA0501
 NA0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA0501'AT COLD BROOK.
 NA0501'ON THE CATSKILL MOUNTAINS DIVISION OF THE NEW YORK CENTRAL RAILWAY,
 NA0501'0.13 MILE WEST OF MP NO. K 22, 7 RAILS WEST OF SWITCH TARGET, 4 RAILS
 NA0501'EAST OF STATION, 7 YARDS NORTH OF NORTH RAIL OF MAIN TRACK, A
 NA0501'CONCRETE POST, 6 INCHES ABOVE THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1710 ***********************************************************************
 NB1710  DESIGNATION -  D 470
 NB1710  PID         -  NB1710
 NB1710  STATE/COUNTY-  NY/STEUBEN
 NB1710  USGS QUAD   -  CANISTEO (1978)
 NB1710
 NB1710                         *CURRENT SURVEY CONTROL
 NB1710  ___________________________________________________________________
 NB1710* NAD 83(1986)-  42 15 11.     (N)    077 31 04.     (W)     SCALED    
 NB1710* NAVD 88     -       335.883  (meters)    1101.98   (feet)  ADJUSTED  
 NB1710  ___________________________________________________________________
 NB1710  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 NB1710  DYNAMIC HT  -         335.761 (meters)    1101.58  (feet)  COMP
 NB1710  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 NB1710
 NB1710  VERT ORDER  -  FIRST     CLASS II
 NB1710
 NB1710.The horizontal coordinates were scaled from a topographic map and have
 NB1710.an estimated accuracy of +/- 6 seconds.
 NB1710
 NB1710.The orthometric height was determined by differential leveling
 NB1710.and adjusted by the National Geodetic Survey in June 1991..
 NB1710
 NB1710.The geoid height was determined by GEOID03.
 NB1710
 NB1710.The dynamic height is computed by dividing the NAVD 88
 NB1710.geopotential number by the normal gravity value computed on the
 NB1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1710.degrees latitude (g = 980.6199 gals.).
 NB1710
 NB1710.The modeled gravity was interpolated from observed gravity values.
 NB1710
 NB1710;                    North         East    Units  Estimated Accuracy
 NB1710;SPC NY C     -   250,620.      172,890.      MT  (+/- 180 meters Scaled)
 NB1710
 NB1710                          SUPERSEDED SURVEY CONTROL
 NB1710
 NB1710.No superseded survey control is available for this station.
 NB1710
 NB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM923809(NAD 83)
 NB1710_MARKER: I = METAL ROD
 NB1710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1710+WITH SETTING: INFORMATION.
 NB1710_SP_SET: SHALLOW SET METAL ROD
 NB1710_STAMPING: D 470 1983
 NB1710_MARK LOGO: NGS   
 NB1710_PROJECTION: FLUSH
 NB1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1710_ROD/PIPE-DEPTH: 2.90 meters
 NB1710
 NB1710  HISTORY     - Date     Condition        Report By
 NB1710  HISTORY     - 1983     MONUMENTED       NGS
 NB1710
 NB1710                          STATION DESCRIPTION
 NB1710
 NB1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1710'8.8 KM (5.45 MI) EAST FROM CANISTEO.
 NB1710'0.9 KM (0.55 MI) NORTH ALONG DEPOT STREET FROM THE POST OFFICE IN
 NB1710'CANISTEO, THENCE 7.7 KM (4.8 MI) EAST ALONG COUNTY ROAD 128, THENCE
 NB1710'0.2 KM (0.1 MI) SOUTH ALONG A GRAVEL ROAD TO THE MARK ON THE RIGHT,
 NB1710'16.76 METERS (55.0 FT) WEST OF THE CENTER OF THE GRAVEL ROAD,
 NB1710'7.92 METERS (26.0 FT) NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 NB1710'RAILROAD TRACKS, 4.79 METERS (15.7 FT) WEST OF THE SOUTHWEST CORNER OF
 NB1710'A SIGNAL BOX.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 NB1710'DRIVEN TO REFUSAL AND ANCHORED AT 2.9 METERS.
 NB1710'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0873 ***********************************************************************
 NC0873  DESIGNATION -  D 471
 NC0873  PID         -  NC0873
 NC0873  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0873  USGS QUAD   -  BROCTON (1979)
 NC0873
 NC0873                         *CURRENT SURVEY CONTROL
 NC0873  ___________________________________________________________________
 NC0873* NAD 83(1986)-  42 25 09.     (N)    079 26 19.     (W)     SCALED    
 NC0873* NAVD 88     -       189.574  (meters)     621.96   (feet)  ADJUSTED  
 NC0873  ___________________________________________________________________
 NC0873  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NC0873  DYNAMIC HT  -         189.512 (meters)     621.76  (feet)  COMP
 NC0873  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 NC0873
 NC0873  VERT ORDER  -  FIRST     CLASS II
 NC0873
 NC0873.The horizontal coordinates were scaled from a topographic map and have
 NC0873.an estimated accuracy of +/- 6 seconds.
 NC0873
 NC0873.The orthometric height was determined by differential leveling
 NC0873.and adjusted by the National Geodetic Survey in November 1993..
 NC0873
 NC0873.The geoid height was determined by GEOID03.
 NC0873
 NC0873.The dynamic height is computed by dividing the NAVD 88
 NC0873.geopotential number by the normal gravity value computed on the
 NC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0873.degrees latitude (g = 980.6199 gals.).
 NC0873
 NC0873.The modeled gravity was interpolated from observed gravity values.
 NC0873
 NC0873;                    North         East    Units  Estimated Accuracy
 NC0873;SPC NY W     -   269,010.      279,610.      MT  (+/- 180 meters Scaled)
 NC0873
 NC0873                          SUPERSEDED SURVEY CONTROL
 NC0873
 NC0873  NAVD 88 (06/15/91)  189.577  (m)          621.97   (f) UNKNOWN     1 2
 NC0873  NGVD 29 (06/03/92)  189.724  (m)          622.45   (f) ADJUSTED    1 2
 NC0873
 NC0873.Superseded values are not recommended for survey control.
 NC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0873.See file dsdata.txt to determine how the superseded data were derived.
 NC0873
 NC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG284974(NAD 83)
 NC0873_MARKER: I = METAL ROD
 NC0873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC0873_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC0873_STAMPING: D 471 1983
 NC0873_MARK LOGO: NGS   
 NC0873_PROJECTION: FLUSH
 NC0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0873+STABILITY: POSITION/ELEVATION WELL
 NC0873_ROD/PIPE-DEPTH: 5.5  meters
 NC0873_SLEEVE-DEPTH  : 4.6 meters
 NC0873
 NC0873  HISTORY     - Date     Condition        Report By
 NC0873  HISTORY     - 1983     MONUMENTED       NGS
 NC0873  HISTORY     - 19960815 GOOD             FA
 NC0873  HISTORY     - 19971102 GOOD             USPSQD
 NC0873
 NC0873                          STATION DESCRIPTION
 NC0873
 NC0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0873'15.8 KM (9.85 MI) EAST FROM BARCELONA.
 NC0873'15.8 KM (9.85 MI) EAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 NC0873'STATE HIGHWAY 17 IN BARCELONA TO THE MARK ON THE LEFT, NEAR THE
 NC0873'SOUTHWEST CORNER OF THE ERIE STATE PARK, 14.63 METERS (48.0 FT) NORTH
 NC0873'OF THE CENTERLINE OF THE HIGHWAY, 22.04 METERS (72.3 FT)
 NC0873'WEST-NORTHWEST OF UTILITY POLE NM 112, 0.73 METER (2.4 FT) WEST OF THE
 NC0873'WEST EDGE OF THE CONCRETE BASE FOR TWO ANGLE IRON SUPPORTS FOR THE
 NC0873'PARK SIGN.
 NC0873'THE MARK IS 1.65 METERS  W FROM A WITNESS POST.
 NC0873'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NC0873
 NC0873                          STATION RECOVERY (1996)
 NC0873
 NC0873'RECOVERY NOTE BY FISHER ASSOCIATES 1996 (KR)
 NC0873'GOOD.
 NC0873
 NC0873                          STATION RECOVERY (1997)
 NC0873
 NC0873'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0878 ***********************************************************************
 NC0878  DESIGNATION -  D 472
 NC0878  PID         -  NC0878
 NC0878  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0878  USGS QUAD   -  DUNKIRK (1979)
 NC0878
 NC0878                         *CURRENT SURVEY CONTROL
 NC0878  ___________________________________________________________________
 NC0878* NAD 83(1986)-  42 28 32.     (N)    079 21 54.     (W)     SCALED    
 NC0878* NAVD 88     -       179.162  (meters)     587.80   (feet)  ADJUSTED  
 NC0878  ___________________________________________________________________
 NC0878  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NC0878  DYNAMIC HT  -         179.105 (meters)     587.61  (feet)  COMP
 NC0878  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 NC0878
 NC0878  VERT ORDER  -  FIRST     CLASS II
 NC0878
 NC0878.The horizontal coordinates were scaled from a topographic map and have
 NC0878.an estimated accuracy of +/- 6 seconds.
 NC0878
 NC0878.The orthometric height was determined by differential leveling
 NC0878.and adjusted by the National Geodetic Survey in November 1993..
 NC0878
 NC0878.The geoid height was determined by GEOID03.
 NC0878
 NC0878.The dynamic height is computed by dividing the NAVD 88
 NC0878.geopotential number by the normal gravity value computed on the
 NC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0878.degrees latitude (g = 980.6199 gals.).
 NC0878
 NC0878.The modeled gravity was interpolated from observed gravity values.
 NC0878
 NC0878;                    North         East    Units  Estimated Accuracy
 NC0878;SPC NY W     -   275,210.      285,730.      MT  (+/- 180 meters Scaled)
 NC0878
 NC0878                          SUPERSEDED SURVEY CONTROL
 NC0878
 NC0878  NAVD 88 (06/15/91)  179.166  (m)          587.81   (f) UNKNOWN     1 2
 NC0878  NGVD 29 (06/03/92)  179.307  (m)          588.28   (f) ADJUSTED    1 2
 NC0878
 NC0878.Superseded values are not recommended for survey control.
 NC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0878.See file dsdata.txt to determine how the superseded data were derived.
 NC0878
 NC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH343038(NAD 83)
 NC0878_MARKER: DV = VERTICAL CONTROL DISK
 NC0878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0878_SP_SET: BRIDGE ABUTMENT
 NC0878_STAMPING: D 472 1983
 NC0878_MARK LOGO: NGS   
 NC0878_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0878+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 NC0878
 NC0878  HISTORY     - Date     Condition        Report By
 NC0878  HISTORY     - 1983     MONUMENTED       NGS
 NC0878  HISTORY     - 19940606 GOOD             LOCENG
 NC0878  HISTORY     - 19990418 GOOD             USPSQD
 NC0878  HISTORY     - 20060826 GOOD             GEOCAC
 NC0878
 NC0878                          STATION DESCRIPTION
 NC0878
 NC0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0878'3.0 KM (1.85 MI) WEST FROM DUNKIRK.
 NC0878'3.0 KM (1.85 MI) WEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 NC0878'CENTRAL AVENUE IN DUNKIRK TO THE MARK ON THE LEFT, IN TOP OF THE
 NC0878'SOUTHEAST END OF THE NORHTEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 NC0878'CANADAWAY CREEK, 6.25 METERS (20.5 FT) SOUTHEAST OF THE CENTERLINE OF
 NC0878'THE HIGHWAY, 0.91 METER (3.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF
 NC0878'THE ABUTMENT.
 NC0878'THE MARK IS 0.2 M ABOVE HIGHWAY.
 NC0878
 NC0878                          STATION RECOVERY (1994)
 NC0878
 NC0878'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JCL)
 NC0878'RECOVERED AS DESCRIBED.
 NC0878
 NC0878                          STATION RECOVERY (1999)
 NC0878
 NC0878'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0878'RECOVERED IN GOOD CONDITION.
 NC0878
 NC0878                          STATION RECOVERY (2006)
 NC0878
 NC0878'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 NC0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1607 ***********************************************************************
 PG1607  DESIGNATION -  D 473
 PG1607  PID         -  PG1607
 PG1607  STATE/COUNTY-  NY/ESSEX
 PG1607  USGS QUAD   -  
 PG1607
 PG1607                         *CURRENT SURVEY CONTROL
 PG1607  ___________________________________________________________________
 PG1607* NAD 83(1986)-  44 00 01.     (N)    073 25 10.     (W)     SCALED    
 PG1607* NAVD 88     -        39.052  (meters)     128.12   (feet)  ADJUSTED  
 PG1607  ___________________________________________________________________
 PG1607  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 PG1607  DYNAMIC HT  -          39.047 (meters)     128.11  (feet)  COMP
 PG1607  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 PG1607
 PG1607  VERT ORDER  -  FIRST     CLASS II
 PG1607
 PG1607.The horizontal coordinates were scaled from a topographic map and have
 PG1607.an estimated accuracy of +/- 6 seconds.
 PG1607
 PG1607.The orthometric height was determined by differential leveling
 PG1607.and adjusted by the National Geodetic Survey in June 1991..
 PG1607
 PG1607.The geoid height was determined by GEOID03.
 PG1607
 PG1607.The dynamic height is computed by dividing the NAVD 88
 PG1607.geopotential number by the normal gravity value computed on the
 PG1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1607.degrees latitude (g = 980.6199 gals.).
 PG1607
 PG1607.The modeled gravity was interpolated from observed gravity values.
 PG1607
 PG1607;                    North         East    Units  Estimated Accuracy
 PG1607;SPC NY E     -   574,360.      236,660.      MT  (+/- 180 meters Scaled)
 PG1607
 PG1607                          SUPERSEDED SURVEY CONTROL
 PG1607
 PG1607  NGVD 29 (??/??/??)   39.232  (m)          128.71   (f) ADJUSTED    1 2
 PG1607
 PG1607.Superseded values are not recommended for survey control.
 PG1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1607.See file dsdata.txt to determine how the superseded data were derived.
 PG1607
 PG1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP267731(NAD 83)
 PG1607_MARKER: I = METAL ROD
 PG1607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PG1607_SP_SET: STAINLESS STEEL ROD
 PG1607_STAMPING: D 473 1984
 PG1607_MARK LOGO: NGS   
 PG1607_PROJECTION: FLUSH
 PG1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1607_ROD/PIPE-DEPTH: 7.3  meters
 PG1607
 PG1607  HISTORY     - Date     Condition        Report By
 PG1607  HISTORY     - 1984     MONUMENTED       NGS
 PG1607  HISTORY     - 20020604 GOOD             USPSQD
 PG1607
 PG1607                          STATION DESCRIPTION
 PG1607
 PG1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PG1607'9.1 KM (5.7 MI) SE FROM PORT HENRY.
 PG1607'6.0 KM (3.75 MI) SOUTH ALONG STATE HIGHWAYS 9N AND 22 FROM THE NORSTAR
 PG1607'BANK IN PORT HENRY, THENCE 3.1 KM (1.95 MI) EAST ALONG STATE HIGHWAY 8
 PG1607'TO THE MARK ON THE RIGHT, 13.2 METERS (43.5 FT) EAST OF THE CENTERLINE
 PG1607'OF THE HIGHWAY, 12.2 METERS (40.0 FT) SOUTH OF THE CENTER OF A
 PG1607'DRIVEWAY, 0.60 METER (2.0 FT) EAST OF A CABLE POLE.
 PG1607'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 PG1607'THE MARK IS 0.60 M BELOW HIGHWAY.
 PG1607
 PG1607                          STATION RECOVERY (2002)
 PG1607
 PG1607'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 PG1607'THE BANKS NAME IS NOW GLENS FALLS NATIONAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7176 ***********************************************************************
 AB7176  DESIGNATION -  D 475
 AB7176  PID         -  AB7176
 AB7176  STATE/COUNTY-  NY/NIAGARA
 AB7176  USGS QUAD   -  
 AB7176
 AB7176                         *CURRENT SURVEY CONTROL
 AB7176  ___________________________________________________________________
 AB7176* NAD 83(1986)-  43 14 02.     (N)    079 01 03.     (W)     SCALED    
 AB7176* NAVD 88     -        93.588  (meters)     307.05   (feet)  ADJUSTED  
 AB7176  ___________________________________________________________________
 AB7176  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 AB7176  DYNAMIC HT  -          93.567 (meters)     306.98  (feet)  COMP
 AB7176  MODELED GRAV-     980,400.8   (mgal)                       NAVD 88
 AB7176
 AB7176  VERT ORDER  -  FIRST     CLASS II
 AB7176
 AB7176.The horizontal coordinates were scaled from a topographic map and have
 AB7176.an estimated accuracy of +/- 6 seconds.
 AB7176
 AB7176.The orthometric height was determined by differential leveling
 AB7176.and adjusted by the National Geodetic Survey in July 2002..
 AB7176
 AB7176.The geoid height was determined by GEOID03.
 AB7176
 AB7176.The dynamic height is computed by dividing the NAVD 88
 AB7176.geopotential number by the normal gravity value computed on the
 AB7176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7176.degrees latitude (g = 980.6199 gals.).
 AB7176
 AB7176.The modeled gravity was interpolated from observed gravity values.
 AB7176
 AB7176;                    North         East    Units  Estimated Accuracy
 AB7176;SPC NY W     -   359,240.      314,730.      MT  (+/- 180 meters Scaled)
 AB7176
 AB7176                          SUPERSEDED SURVEY CONTROL
 AB7176
 AB7176.No superseded survey control is available for this station.
 AB7176
 AB7176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH609886(NAD 83)
 AB7176_MARKER: I = METAL ROD
 AB7176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7176_STAMPING: D 475 1996
 AB7176_MARK LOGO: NGS   
 AB7176_PROJECTION: FLUSH
 AB7176_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7176+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7176_ROD/PIPE-DEPTH: 11.9 meters
 AB7176_SLEEVE-DEPTH  : 0.9 meters
 AB7176
 AB7176  HISTORY     - Date     Condition        Report By
 AB7176  HISTORY     - 1996     MONUMENTED       NGS
 AB7176
 AB7176                          STATION DESCRIPTION
 AB7176
 AB7176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7176'0.1 KM (0.05 MI) WESTERLY ALONG LOCKPORT STREET FROM THE POST OFFICE
 AB7176'IN YOUNGSTOWN, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET,
 AB7176'THENCE 3.1 M (10.2 FT) EASTERLY ALONG CHURCH STREET AND BLAIRVILLE
 AB7176'ROAD, 35.0 M (114.8 FT) WEST OF THE ROAD CENTERLINE, 24.8 M (81.4 FT)
 AB7176'NORTHWEST OF THE EXTENDED CENTER OF CREEK ROAD LEADING NORTH, 5.4 M
 AB7176'(17.7 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A STORAGE UNIT,
 AB7176'3.4 M (11.2 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AB7176'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AB7176'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB7176'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9311 ***********************************************************************
 DG9311  DESIGNATION -  D 477
 DG9311  PID         -  DG9311
 DG9311  STATE/COUNTY-  NY/WYOMING
 DG9311  USGS QUAD   -  JOHNSONBURG (1966)
 DG9311
 DG9311                         *CURRENT SURVEY CONTROL
 DG9311  ___________________________________________________________________
 DG9311* NAD 83(1986)-  42 40 32.     (N)    078 22 19.     (W)     SCALED    
 DG9311* NAVD 88     -       454.195  (meters)    1490.14   (feet)  ADJUSTED  
 DG9311  ___________________________________________________________________
 DG9311  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DG9311  DYNAMIC HT  -         454.041 (meters)    1489.63  (feet)  COMP
 DG9311  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 DG9311
 DG9311  VERT ORDER  -  SECOND    CLASS II
 DG9311
 DG9311.The horizontal coordinates were scaled from a topographic map and have
 DG9311.an estimated accuracy of +/- 6 seconds.
 DG9311
 DG9311.The orthometric height was determined by differential leveling
 DG9311.and adjusted by the National Geodetic Survey in April 2005..
 DG9311
 DG9311.Photographs are available for this station.
 DG9311
 DG9311.The geoid height was determined by GEOID03.
 DG9311
 DG9311.The dynamic height is computed by dividing the NAVD 88
 DG9311.geopotential number by the normal gravity value computed on the
 DG9311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9311.degrees latitude (g = 980.6199 gals.).
 DG9311
 DG9311.The modeled gravity was interpolated from observed gravity values.
 DG9311
 DG9311;                    North         East    Units  Estimated Accuracy
 DG9311;SPC NY W     -   297,150.      367,330.      MT  (+/- 180 meters Scaled)
 DG9311
 DG9311                          SUPERSEDED SURVEY CONTROL
 DG9311
 DG9311.No superseded survey control is available for this station.
 DG9311
 DG9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH153281(NAD 83)
 DG9311_MARKER: DB = BENCH MARK DISK
 DG9311_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9311_STAMPING: D 477 2004
 DG9311_MARK LOGO: USGS  
 DG9311_PROJECTION: FLUSH
 DG9311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9311+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DG9311_ROD/PIPE-DEPTH: 10.1 meters
 DG9311
 DG9311  HISTORY     - Date     Condition        Report By
 DG9311  HISTORY     - 20040414 MONUMENTED       TVGA
 DG9311
 DG9311                          STATION DESCRIPTION
 DG9311
 DG9311'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 DG9311'TO REACH THE STATION FROM THE POST OFFICE AT RTE.77 AND RTE.78 IN JAVA
 DG9311'CENTER NEW YORK,  TRAVEL NORTH ON RTE. 77 FOR 1.5 MILES TO WELCH ROAD,
 DG9311'TURN RIGHT AND TRAVEL EAST ON  WELCH ROAD FOR 1.0 MILES TO THE STATION
 DG9311'ON THE RIGHT, JUST EAST OF THE RAILROAD  CROSSING. THE STATION IS AN
 DG9311'ALUMINUM DISK SET ON A 33 FOOT LONG ALUMINUM ROD DRIVEN TO  REFUSAL,
 DG9311'SURROUNDED BY A BERNSTEIN HIGH SECURITY COVER WITH SLEEVE STAMPED D
 DG9311'477,  2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3726 ***********************************************************************
 DH3726  DESIGNATION -  D 478
 DH3726  PID         -  DH3726
 DH3726  STATE/COUNTY-  NY/ERIE
 DH3726  USGS QUAD   -  GOWANDA (1976)
 DH3726
 DH3726                         *CURRENT SURVEY CONTROL
 DH3726  ___________________________________________________________________
 DH3726* NAD 83(1986)-  42 27 49.     (N)    078 56 05.     (W)     SCALED    
 DH3726* NAVD 88     -       232.207  (meters)     761.83   (feet)  ADJUSTED  
 DH3726  ___________________________________________________________________
 DH3726  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DH3726  DYNAMIC HT  -         232.129 (meters)     761.58  (feet)  COMP
 DH3726  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 DH3726
 DH3726  VERT ORDER  -  SECOND    CLASS I
 DH3726
 DH3726.The horizontal coordinates were scaled from a topographic map and have
 DH3726.an estimated accuracy of +/- 6 seconds.
 DH3726
 DH3726.The orthometric height was determined by differential leveling
 DH3726.and adjusted by the National Geodetic Survey in June 2005..
 DH3726.No vertical observational check was made to the station.
 DH3726
 DH3726.The geoid height was determined by GEOID03.
 DH3726
 DH3726.The dynamic height is computed by dividing the NAVD 88
 DH3726.geopotential number by the normal gravity value computed on the
 DH3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3726.degrees latitude (g = 980.6199 gals.).
 DH3726
 DH3726.The modeled gravity was interpolated from observed gravity values.
 DH3726
 DH3726;                    North         East    Units  Estimated Accuracy
 DH3726;SPC NY W     -   273,650.      321,100.      MT  (+/- 180 meters Scaled)
 DH3726
 DH3726                          SUPERSEDED SURVEY CONTROL
 DH3726
 DH3726.No superseded survey control is available for this station.
 DH3726
 DH3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH697033(NAD 83)
 DH3726_MARKER: DD = SURVEY DISK
 DH3726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH3726_SP_SET: BRIDGE WINGWALL
 DH3726_STAMPING: D 478
 DH3726_MARK LOGO: USE   
 DH3726_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3726+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 DH3726
 DH3726  HISTORY     - Date     Condition        Report By
 DH3726  HISTORY     - 20041110 MONUMENTED       TVGA
 DH3726
 DH3726                          STATION DESCRIPTION
 DH3726
 DH3726'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (JHD)
 DH3726'FROM THE POST OFFICE IN GOWANDA ON STATE ROUTE 39 GO EAST ON ROUTE 39
 DH3726'FOR 0.2 MILES TO  THE TO THE STATION ON THE LEFT SET IN THE NORTHEAST
 DH3726'WINGWALL OF A BRIDGE OVER  CATTARAUGUS CREEK. THE STATION IS A BRASS
 DH3726'DISK (STAMPED D 478 2004)  9.6 FEET NORTH OF THE  NORTH CURB OF MAIN
 DH3726'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1079 ***********************************************************************
 LY1079  DESIGNATION -  D 48
 LY1079  PID         -  LY1079
 LY1079  STATE/COUNTY-  NY/DELAWARE
 LY1079  USGS QUAD   -  FISHS EDDY (1982)
 LY1079
 LY1079                         *CURRENT SURVEY CONTROL
 LY1079  ___________________________________________________________________
 LY1079* NAD 83(1986)-  41 59 25.     (N)    075 07 47.     (W)     SCALED    
 LY1079* NAVD 88     -       310.000  (meters)    1017.06   (feet)  ADJUSTED  
 LY1079  ___________________________________________________________________
 LY1079  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LY1079  DYNAMIC HT  -         309.894 (meters)    1016.71  (feet)  COMP
 LY1079  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LY1079
 LY1079  VERT ORDER  -  SECOND    CLASS 0
 LY1079
 LY1079.The horizontal coordinates were scaled from a topographic map and have
 LY1079.an estimated accuracy of +/- 6 seconds.
 LY1079
 LY1079.The orthometric height was determined by differential leveling
 LY1079.and adjusted by the National Geodetic Survey in June 1991..
 LY1079
 LY1079.The geoid height was determined by GEOID03.
 LY1079
 LY1079.The dynamic height is computed by dividing the NAVD 88
 LY1079.geopotential number by the normal gravity value computed on the
 LY1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1079.degrees latitude (g = 980.6199 gals.).
 LY1079
 LY1079.The modeled gravity was interpolated from observed gravity values.
 LY1079
 LY1079;                    North         East    Units  Estimated Accuracy
 LY1079;SPC NY E     -   350,710.       97,820.      MT  (+/- 180 meters Scaled)
 LY1079
 LY1079                          SUPERSEDED SURVEY CONTROL
 LY1079
 LY1079  NGVD 29 (??/??/92)  310.15   (m)         1017.6    (f) COMPUTED    2 0
 LY1079
 LY1079.Superseded values are not recommended for survey control.
 LY1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1079.See file dsdata.txt to determine how the superseded data were derived.
 LY1079
 LY1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM892487(NAD 83)
 LY1079_MARKER: DB = BENCH MARK DISK
 LY1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1079_SP_SET: ABUTMENT
 LY1079_STAMPING: D 48 1934
 LY1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1079
 LY1079  HISTORY     - Date     Condition        Report By
 LY1079  HISTORY     - 1934     MONUMENTED       CGS
 LY1079  HISTORY     - 1961     GOOD             NGS
 LY1079  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 LY1079
 LY1079                          STATION DESCRIPTION
 LY1079
 LY1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1079'AT EAST BRANCH.
 LY1079'AT EAST BRANCH, ALONG STATE HIGHWAY 17, 125 YARDS WEST OF THE
 LY1079'CROSSING OF THE DELAWARE AND NORTHERN RAILWAY, AT THE BRIDGE OVER
 LY1079'EAST BRANCH DELAWARE RIVER, SET IN THE TOP OF THE NORTHEAST END
 LY1079'OF THE EAST ABUTMENT, ABOUT 33 YARDS WEST OF A DIRT-ROAD
 LY1079'CROSSING, ABOUT 6 YARDS NORTHEAST OF THE CENTER LINE OF THE
 LY1079'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LY1079
 LY1079                          STATION RECOVERY (1961)
 LY1079
 LY1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1079'RECOVERED IN GOOD CONDITION.
 LY1079
 LY1079                          STATION RECOVERY (1998)
 LY1079
 LY1079'RECOVERY NOTE BY US POWER SQUADRON 1998
 LY1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1080 ***********************************************************************
 LY1080  DESIGNATION -  D 48 RESET 1961
 LY1080  PID         -  LY1080
 LY1080  STATE/COUNTY-  NY/DELAWARE
 LY1080  USGS QUAD   -  FISHS EDDY (1982)
 LY1080
 LY1080                         *CURRENT SURVEY CONTROL
 LY1080  ___________________________________________________________________
 LY1080* NAD 83(1986)-  41 59 25.     (N)    075 07 47.     (W)     SCALED    
 LY1080* NAVD 88     -       311.49   (+/-2cm)    1021.9    (feet)  VERTCON   
 LY1080  ___________________________________________________________________
 LY1080  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LY1080
 LY1080  VERT ORDER  -  THIRD (See Below)
 LY1080
 LY1080.The horizontal coordinates were scaled from a topographic map and have
 LY1080.an estimated accuracy of +/- 6 seconds.
 LY1080
 LY1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1080.The vertical order pertains to the NGVD 29 superseded value.
 LY1080
 LY1080.The geoid height was determined by GEOID03.
 LY1080
 LY1080;                    North         East    Units  Estimated Accuracy
 LY1080;SPC NY E     -   350,710.       97,820.      MT  (+/- 180 meters Scaled)
 LY1080
 LY1080                          SUPERSEDED SURVEY CONTROL
 LY1080
 LY1080  NGVD 29 (??/??/??)  311.64   (m)         1022.4    (f) RESET       3  
 LY1080
 LY1080.Superseded values are not recommended for survey control.
 LY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1080.See file dsdata.txt to determine how the superseded data were derived.
 LY1080
 LY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM892487(NAD 83)
 LY1080_MARKER: DB = BENCH MARK DISK
 LY1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1080_SP_SET: BRIDGE
 LY1080_STAMPING: D 48 RESET 1961
 LY1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1080+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 LY1080
 LY1080  HISTORY     - Date     Condition        Report By
 LY1080  HISTORY     - 1961     MONUMENTED       LOCENG
 LY1080  HISTORY     - 1962     GOOD             NGS
 LY1080  HISTORY     - 20041109 GOOD             USGS
 LY1080
 LY1080                          STATION DESCRIPTION
 LY1080
 LY1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LY1080'AT EAST BRANCH.
 LY1080'AT EAST BRANCH, DELAWARE COUNTY, APPROXIMATELY 80 YARDS SOUTH
 LY1080'OF THE ROUTE 17 EXPRESSWAY, APPROXIMATELY 18 FEET NORTH OF THE
 LY1080'CENTERLINE OF THE RAMP LEADING FROM THE LOWER EAST BRANCH BRIDGE
 LY1080'INTO THE VILLAGE OF EAST BRANCH, APPROXIMATELY 8 INCHES ABOVE
 LY1080'THE ELEVATION OF THE BRIGE ROADWAY, AND SET IN THE NORTHEAST
 LY1080'WINGWALL OF THE LOWER EAST BRANCH BRIDGE.
 LY1080
 LY1080                          STATION RECOVERY (2004)
 LY1080
 LY1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (RL)
 LY1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0123 ***********************************************************************
 NA0123  DESIGNATION -  D 49
 NA0123  PID         -  NA0123
 NA0123  STATE/COUNTY-  NY/SCHOHARIE
 NA0123  USGS QUAD   -  BREAKABEEN (1994)
 NA0123
 NA0123                         *CURRENT SURVEY CONTROL
 NA0123  ___________________________________________________________________
 NA0123* NAD 83(1986)-  42 32 51.     (N)    074 24 30.     (W)     SCALED    
 NA0123* NAVD 88     -       220.305  (meters)     722.78   (feet)  ADJUSTED  
 NA0123  ___________________________________________________________________
 NA0123  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 NA0123  DYNAMIC HT  -         220.237 (meters)     722.56  (feet)  COMP
 NA0123  MODELED GRAV-     980,307.6   (mgal)                       NAVD 88
 NA0123
 NA0123  VERT ORDER  -  SECOND    CLASS 0
 NA0123
 NA0123.The horizontal coordinates were scaled from a topographic map and have
 NA0123.an estimated accuracy of +/- 6 seconds.
 NA0123
 NA0123.The orthometric height was determined by differential leveling
 NA0123.and adjusted by the National Geodetic Survey in June 1991..
 NA0123
 NA0123.The geoid height was determined by GEOID03.
 NA0123
 NA0123.The dynamic height is computed by dividing the NAVD 88
 NA0123.geopotential number by the normal gravity value computed on the
 NA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0123.degrees latitude (g = 980.6199 gals.).
 NA0123
 NA0123.The modeled gravity was interpolated from observed gravity values.
 NA0123
 NA0123;                    North         East    Units  Estimated Accuracy
 NA0123;SPC NY E     -   412,410.      157,530.      MT  (+/- 180 meters Scaled)
 NA0123
 NA0123                          SUPERSEDED SURVEY CONTROL
 NA0123
 NA0123  NGVD 29 (??/??/92)  220.456  (m)          723.28   (f) ADJ UNCH    2 0
 NA0123
 NA0123.Superseded values are not recommended for survey control.
 NA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0123.See file dsdata.txt to determine how the superseded data were derived.
 NA0123
 NA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN485107(NAD 83)
 NA0123_MARKER: DB = BENCH MARK DISK
 NA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0123_STAMPING: D-49-1934
 NA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0123+STABILITY: SURFACE MOTION
 NA0123
 NA0123  HISTORY     - Date     Condition        Report By
 NA0123  HISTORY     - 1934     MONUMENTED       CGS
 NA0123
 NA0123                          STATION DESCRIPTION
 NA0123
 NA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA0123'1.9 MI N FROM BREAKABEEN.
 NA0123'ON STATE HIGHWAY 30 1.9 MILES NORTH EAST OF HIGHWAY BRIDGE IN
 NA0123'BREAKABEEN OVER KISER KILL CREEK, 68 YARDS SOUTH WEST OF A LARGE
 NA0123'HIGHWAY CAUTION SIGN, 8.9 FEET NORTH WEST OF NORTH CORNER OF CULVERT,
 NA0123'24.9 FEET WEST OF STATE HIGHWAY SIGN HIGHWAY 30 24 FEET NORTH WEST OF
 NA0123'CENTERLINE OF HIGHWAY, 2 FEET ABOVE SURFACE OF HIGHWAY SET ON TOP OF
 NA0123'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1518 ***********************************************************************
 NA1518  DESIGNATION -  D 50
 NA1518  PID         -  NA1518
 NA1518  STATE/COUNTY-  NY/CHENANGO
 NA1518  USGS QUAD   -  OXFORD (1949)
 NA1518
 NA1518                         *CURRENT SURVEY CONTROL
 NA1518  ___________________________________________________________________
 NA1518* NAD 83(1986)-  42 26 25.     (N)    075 35 39.     (W)     SCALED    
 NA1518* NAVD 88     -       295.845  (meters)     970.62   (feet)  ADJUSTED  
 NA1518  ___________________________________________________________________
 NA1518  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NA1518  DYNAMIC HT  -         295.744 (meters)     970.29  (feet)  COMP
 NA1518  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 NA1518
 NA1518  VERT ORDER  -  SECOND    CLASS 0
 NA1518
 NA1518.The horizontal coordinates were scaled from a topographic map and have
 NA1518.an estimated accuracy of +/- 6 seconds.
 NA1518
 NA1518.The orthometric height was determined by differential leveling
 NA1518.and adjusted by the National Geodetic Survey in June 1991..
 NA1518.WARNING-Repeat measurements at this control monument indicate possible
 NA1518.vertical movement.
 NA1518
 NA1518.The geoid height was determined by GEOID03.
 NA1518
 NA1518.The dynamic height is computed by dividing the NAVD 88
 NA1518.geopotential number by the normal gravity value computed on the
 NA1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1518.degrees latitude (g = 980.6199 gals.).
 NA1518
 NA1518.The modeled gravity was interpolated from observed gravity values.
 NA1518
 NA1518;                    North         East    Units  Estimated Accuracy
 NA1518;SPC NY C     -   271,470.      331,380.      MT  (+/- 180 meters Scaled)
 NA1518
 NA1518                          SUPERSEDED SURVEY CONTROL
 NA1518
 NA1518  NGVD 29 (??/??/92)  295.966  (m)          971.02   (f) ADJ UNCH    2 0
 NA1518
 NA1518.Superseded values are not recommended for survey control.
 NA1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1518.See file dsdata.txt to determine how the superseded data were derived.
 NA1518
 NA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM511988(NAD 83)
 NA1518_MARKER: DB = BENCH MARK DISK
 NA1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1518_STAMPING: D 50 1934
 NA1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1518+STABILITY: SURFACE MOTION
 NA1518
 NA1518  HISTORY     - Date     Condition        Report By
 NA1518  HISTORY     - 1934     MONUMENTED       CGS
 NA1518  HISTORY     - 1942     GOOD             NGS
 NA1518  HISTORY     - 1976     GOOD             NGS
 NA1518
 NA1518                          STATION DESCRIPTION
 NA1518
 NA1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1518'AT OXFORD.
 NA1518'AT THE INTERSECTION OF MAIN STREET AND THE D.L. AND W. RAILROAD IN
 NA1518'OXFORD, 25.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 20
 NA1518'FEET SOUTHWEST OF THE CENTER LINE OF MAIN STREET, AND 3 FEET
 NA1518'NORTHWEST OF TELEPHONE POLE NO. C AND U 10.  A DISK, SET IN THE TOP
 NA1518'OF A CONCRETE POST.
 NA1518
 NA1518                          STATION RECOVERY (1976)
 NA1518
 NA1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NA1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0257 ***********************************************************************
 NB0257  DESIGNATION -  D 51
 NB0257  PID         -  NB0257
 NB0257  STATE/COUNTY-  NY/TOMPKINS
 NB0257  USGS QUAD   -  GROTON (1970)
 NB0257
 NB0257                         *CURRENT SURVEY CONTROL
 NB0257  ___________________________________________________________________
 NB0257* NAD 83(1986)-  42 32 59.     (N)    076 17 20.     (W)     SCALED    
 NB0257* NAVD 88     -       340.812  (meters)    1118.15   (feet)  ADJUSTED  
 NB0257  ___________________________________________________________________
 NB0257  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 NB0257  DYNAMIC HT  -         340.693 (meters)    1117.76  (feet)  COMP
 NB0257  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 NB0257
 NB0257  VERT ORDER  -  SECOND    CLASS 0
 NB0257
 NB0257.The horizontal coordinates were scaled from a topographic map and have
 NB0257.an estimated accuracy of +/- 6 seconds.
 NB0257
 NB0257.The orthometric height was determined by differential leveling
 NB0257.and adjusted by the National Geodetic Survey in June 1991..
 NB0257
 NB0257.The geoid height was determined by GEOID03.
 NB0257
 NB0257.The dynamic height is computed by dividing the NAVD 88
 NB0257.geopotential number by the normal gravity value computed on the
 NB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0257.degrees latitude (g = 980.6199 gals.).
 NB0257
 NB0257.The modeled gravity was interpolated from observed gravity values.
 NB0257
 NB0257;                    North         East    Units  Estimated Accuracy
 NB0257;SPC NY C     -   283,200.      274,180.      MT  (+/- 180 meters Scaled)
 NB0257
 NB0257                          SUPERSEDED SURVEY CONTROL
 NB0257
 NB0257  NGVD 29 (??/??/92)  340.946  (m)         1118.59   (f) ADJ UNCH    2 0
 NB0257
 NB0257.Superseded values are not recommended for survey control.
 NB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0257.See file dsdata.txt to determine how the superseded data were derived.
 NB0257
 NB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN941116(NAD 83)
 NB0257_MARKER: DB = BENCH MARK DISK
 NB0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0257_STAMPING: D 51 1934
 NB0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0257+STABILITY: SURFACE MOTION
 NB0257
 NB0257  HISTORY     - Date     Condition        Report By
 NB0257  HISTORY     - 1934     MONUMENTED       CGS
 NB0257  HISTORY     - 19901116 MARK NOT FOUND   USPSQD
 NB0257
 NB0257                          STATION DESCRIPTION
 NB0257
 NB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0257'AT MCLEAN.
 NB0257'ON THE CORTLAND TO ELMIRA BRANCH OF THE LEHIGH VALLEY RAILWAY, 45
 NB0257'YARDS NORTH OF A HIGHWAY CROSSING, 30 YARDS WEST OF NORTHWEST
 NB0257'CORNER OF A LARGE TWO STORY FRAME WAREHOUSE, 25 YARDS NORTH OF THE
 NB0257'SIGNAL TOWER IN FRONT OF THE STATION AT MCLEAN, 11 YARDS NORTH OF A
 NB0257'SWITCH, 4 YARDS WEST OF THE WEST RAIL, A  CONCRETE POST, 3 INCHES
 NB0257'ABOVE THE TOP OF THE GROUND.
 NB0257
 NB0257                          STATION RECOVERY (1990)
 NB0257
 NB0257'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1553 ***********************************************************************
 NA1553  DESIGNATION -  D 52
 NA1553  PID         -  NA1553
 NA1553  STATE/COUNTY-  NY/MADISON
 NA1553  USGS QUAD   -  CAZENOVIA (1943)
 NA1553
 NA1553                         *CURRENT SURVEY CONTROL
 NA1553  ___________________________________________________________________
 NA1553* NAD 83(1986)-  42 55 55.     (N)    075 50 56.     (W)     SCALED    
 NA1553* NAVD 88     -       361.864  (meters)    1187.22   (feet)  ADJUSTED  
 NA1553  ___________________________________________________________________
 NA1553  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NA1553  DYNAMIC HT  -         361.756 (meters)    1186.86  (feet)  COMP
 NA1553  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 NA1553
 NA1553  VERT ORDER  -  SECOND    CLASS 0
 NA1553
 NA1553.The horizontal coordinates were scaled from a topographic map and have
 NA1553.an estimated accuracy of +/- 6 seconds.
 NA1553
 NA1553.The orthometric height was determined by differential leveling
 NA1553.and adjusted by the National Geodetic Survey in June 1991..
 NA1553
 NA1553.The geoid height was determined by GEOID03.
 NA1553
 NA1553.The dynamic height is computed by dividing the NAVD 88
 NA1553.geopotential number by the normal gravity value computed on the
 NA1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1553.degrees latitude (g = 980.6199 gals.).
 NA1553
 NA1553.The modeled gravity was interpolated from observed gravity values.
 NA1553
 NA1553;                    North         East    Units  Estimated Accuracy
 NA1553;SPC NY C     -   325,870.      309,950.      MT  (+/- 180 meters Scaled)
 NA1553
 NA1553                          SUPERSEDED SURVEY CONTROL
 NA1553
 NA1553  NGVD 29 (??/??/92)  361.988  (m)         1187.62   (f) ADJ UNCH    2 0
 NA1553
 NA1553.Superseded values are not recommended for survey control.
 NA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1553.See file dsdata.txt to determine how the superseded data were derived.
 NA1553
 NA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN307536(NAD 83)
 NA1553_MARKER: DB = BENCH MARK DISK
 NA1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1553_STAMPING: D 52 1934
 NA1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1553+STABILITY: SURFACE MOTION
 NA1553
 NA1553  HISTORY     - Date     Condition        Report By
 NA1553  HISTORY     - 1934     MONUMENTED       CGS
 NA1553  HISTORY     - 1942     GOOD             NGS
 NA1553
 NA1553                          STATION DESCRIPTION
 NA1553
 NA1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1553'AT CAZENOVIA.
 NA1553'AT CAZENOVIA, MADISON COUNTY, ABOUT 74 YARDS SOUTHWEST OF THE WEST
 NA1553'CORNER OF THE LEHIGH VALLEY RAILROAD STATION, AT A BLACK-TOP STREET
 NA1553'CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE STREET, 26.7
 NA1553'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 6 FEET
 NA1553'SOUTH OF A POWER POLE, AND 1 FOOT SOUTHWEST OF A WITNESS POST.  A
 NA1553'STANDARD DISK, STAMPED D 52 1934 AND SET IN THE TOP OF A CONCRETE
 NA1553'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1040 ***********************************************************************
 OE1040  DESIGNATION -  D 53
 OE1040  PID         -  OE1040
 OE1040  STATE/COUNTY-  NY/OSWEGO
 OE1040  USGS QUAD   -  WILLIAMSTOWN (1980)
 OE1040
 OE1040                         *CURRENT SURVEY CONTROL
 OE1040  ___________________________________________________________________
 OE1040* NAD 83(1986)-  43 27 36.     (N)    075 55 33.     (W)     SCALED    
 OE1040* NAVD 88     -       192.517  (meters)     631.62   (feet)  ADJUSTED  
 OE1040  ___________________________________________________________________
 OE1040  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 OE1040  DYNAMIC HT  -         192.473 (meters)     631.47  (feet)  COMP
 OE1040  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 OE1040
 OE1040  VERT ORDER  -  SECOND    CLASS 0
 OE1040
 OE1040.The horizontal coordinates were scaled from a topographic map and have
 OE1040.an estimated accuracy of +/- 6 seconds.
 OE1040
 OE1040.The orthometric height was determined by differential leveling
 OE1040.and adjusted by the National Geodetic Survey in June 1991..
 OE1040
 OE1040.The geoid height was determined by GEOID03.
 OE1040
 OE1040.The dynamic height is computed by dividing the NAVD 88
 OE1040.geopotential number by the normal gravity value computed on the
 OE1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1040.degrees latitude (g = 980.6199 gals.).
 OE1040
 OE1040.The modeled gravity was interpolated from observed gravity values.
 OE1040
 OE1040;                    North         East    Units  Estimated Accuracy
 OE1040;SPC NY C     -   384,480.      303,210.      MT  (+/- 180 meters Scaled)
 OE1040
 OE1040                          SUPERSEDED SURVEY CONTROL
 OE1040
 OE1040  NGVD 29 (??/??/92)  192.664  (m)          632.10   (f) ADJ UNCH    2 0
 OE1040
 OE1040.Superseded values are not recommended for survey control.
 OE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1040.See file dsdata.txt to determine how the superseded data were derived.
 OE1040
 OE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP251123(NAD 83)
 OE1040_MARKER: DB = BENCH MARK DISK
 OE1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1040_STAMPING: D 53 1934
 OE1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1040+STABILITY: SURFACE MOTION
 OE1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE1040+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 OE1040
 OE1040  HISTORY     - Date     Condition        Report By
 OE1040  HISTORY     - 1934     MONUMENTED       CGS
 OE1040  HISTORY     - 19980728 MARK NOT FOUND   USPSQD
 OE1040  HISTORY     - 20040802 GOOD             NYDT
 OE1040
 OE1040                          STATION DESCRIPTION
 OE1040
 OE1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OE1040'IN KASOAG.
 OE1040'AT KASOAG, OSWEGO COUNTY, 45 YARDS NORTH OF THE NORTH CORNER OF THE
 OE1040'NEW YORK CENTRAL RAILROAD STATION, 47.8 FEET NORTHEAST OF THE CROSSING
 OE1040'OF THE EAST RAIL WITH THE CENTERLINE OF A DIRT ROAD, 24.6 FEET EAST OF
 OE1040'THE EAST RAIL, 14.6 FEET NORTHWEST OF THE IRON END POST OF A WIRE
 OE1040'FENCE, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL. A STANDARD
 OE1040'DISK, STAMPED D 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OE1040
 OE1040                          STATION RECOVERY (1998)
 OE1040
 OE1040'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1040'MARK NOT FOUND.
 OE1040
 OE1040                          STATION RECOVERY (2004)
 OE1040
 OE1040'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (MRM)
 OE1040'APPROX. 275 METERS SOUTHWEST ALONG OSWEGO COUNTY ROUTE 30A FROM ITS
 OE1040'INTERSECTION WITH OSWEGO COUNTY ROUTE 30, 12.50 METERS NORTWEST FROM
 OE1040'THE CENTERLINE OF COUNTY ROUTE 30A, 7.90 METERS SOUTHWEST FROM UTILITY
 OE1040'POLE NM 4 AND 4.12 METERS NORTHWEST ALONG THE WIRE FENCE TO MARK ON
 OE1040'SOUTH SIDE OF FENCE. A STANDARD DISK STAMPED 'D 53 1934' SET IN TOP OF
 OE1040'CONCRETE POST, 150MM ABOVE GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0807 ***********************************************************************
 OD0807  DESIGNATION -  D 5=308.90
 OD0807  PID         -  OD0807
 OD0807  STATE/COUNTY-  NY/SARATOGA
 OD0807  USGS QUAD   -  GANSEVOORT (1968)
 OD0807
 OD0807                         *CURRENT SURVEY CONTROL
 OD0807  ___________________________________________________________________
 OD0807* NAD 83(1986)-  43 09 12.     (N)    073 41 48.     (W)     SCALED    
 OD0807* NAVD 88     -        94.008  (meters)     308.42   (feet)  POSTED    
 OD0807  ___________________________________________________________________
 OD0807  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 OD0807  DYNAMIC HT  -          93.990 (meters)     308.37  (feet)  COMP
 OD0807  MODELED GRAV-     980,390.4   (mgal)                       NAVD 88
 OD0807
 OD0807  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OD0807
 OD0807.The horizontal coordinates were scaled from a topographic map and have
 OD0807.an estimated accuracy of +/- 6 seconds.
 OD0807
 OD0807.The orthometric height was determined by differential leveling
 OD0807.and adjusted by the National Geodetic Survey in 1992..
 OD0807.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OD0807.rate of 0.0 thru 1.0 mm/km.
 OD0807
 OD0807.The geoid height was determined by GEOID03.
 OD0807
 OD0807.The dynamic height is computed by dividing the NAVD 88
 OD0807.geopotential number by the normal gravity value computed on the
 OD0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0807.degrees latitude (g = 980.6199 gals.).
 OD0807
 OD0807.The modeled gravity was interpolated from observed gravity values.
 OD0807
 OD0807;                    North         East    Units  Estimated Accuracy
 OD0807;SPC NY E     -   480,020.      215,340.      MT  (+/- 180 meters Scaled)
 OD0807
 OD0807                          SUPERSEDED SURVEY CONTROL
 OD0807
 OD0807.No superseded survey control is available for this station.
 OD0807
 OD0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN059786(NAD 83)
 OD0807_MARKER: X = CHISELED CROSS
 OD0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0807_SP_SET: BRIDGE
 OD0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0807
 OD0807  HISTORY     - Date     Condition        Report By
 OD0807  HISTORY     - UNK      MONUMENTED       USGS
 OD0807  HISTORY     - 1955     MARK NOT FOUND   NGS
 OD0807  HISTORY     - 20030829 MARK NOT FOUND   USPSQD
 OD0807
 OD0807                          STATION DESCRIPTION
 OD0807
 OD0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OD0807'3.75 MI SW FROM GANSEVOORT.
 OD0807'ABOUT 3-3/4 MILES SOUTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD
 OD0807'FROM THE STATION AT GANSEVOORT, SARATOGA COUNTY, AT THE BRIDGE OVER A
 OD0807'ROAD LEADING FROM BALLARD CORNERS TO TRAVERS CORNERS, AND ON THE TOP
 OD0807'OF THE OUTSIDE ANCHOR BOLT HOLDING THE SOUTHWEST WALLPLATE.  A
 OD0807'CHISELED CROSS.  NOTE--NO CROSS COULD BE FOUND ON BOLT.  THE BOLT AT
 OD0807'WEST CORNER OF BRIDGE IS MISSING.
 OD0807
 OD0807                          STATION RECOVERY (2003)
 OD0807
 OD0807'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1547 ***********************************************************************
 NB1547  DESIGNATION -  D 54 RESET 1981
 NB1547  PID         -  NB1547
 NB1547  STATE/COUNTY-  NY/ONTARIO
 NB1547  USGS QUAD   -  RUSHVILLE (1978)
 NB1547
 NB1547                         *CURRENT SURVEY CONTROL
 NB1547  ___________________________________________________________________
 NB1547* NAD 83(1986)-  42 48 00.     (N)    077 08 36.     (W)     SCALED    
 NB1547* NAVD 88     -       270.28   (meters)     886.7    (feet)  RESET     
 NB1547  ___________________________________________________________________
 NB1547  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NB1547
 NB1547  VERT ORDER  -  THIRD
 NB1547
 NB1547.The horizontal coordinates were scaled from a topographic map and have
 NB1547.an estimated accuracy of +/- 6 seconds.
 NB1547
 NB1547.The orthometric height was computed from unverified reset data.
 NB1547.No vertical observational check was made to the station.
 NB1547
 NB1547.The geoid height was determined by GEOID03.
 NB1547
 NB1547;                    North         East    Units  Estimated Accuracy
 NB1547;SPC NY C     -   311,110.      204,190.      MT  (+/- 180 meters Scaled)
 NB1547
 NB1547                          SUPERSEDED SURVEY CONTROL
 NB1547
 NB1547  NGVD 29 (09/01/04)  270.42   (m)          887.2    (f) RESET       3  
 NB1547
 NB1547.Superseded values are not recommended for survey control.
 NB1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1547.See file dsdata.txt to determine how the superseded data were derived.
 NB1547
 NB1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN247408(NAD 83)
 NB1547_MARKER: DB = BENCH MARK DISK
 NB1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1547_STAMPING: D 54 RESET 1981
 NB1547_PROJECTION: FLUSH
 NB1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1547+STABILITY: SURFACE MOTION
 NB1547
 NB1547  HISTORY     - Date     Condition        Report By
 NB1547  HISTORY     - 1981     MONUMENTED       NGS
 NB1547  HISTORY     - 1989     GOOD             USPSQD
 NB1547  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 NB1547  HISTORY     - 20060129 GOOD             GEOCAC
 NB1547
 NB1547                          STATION DESCRIPTION
 NB1547
 NB1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NB1547'0.7 MI SW FROM GORHAM.
 NB1547'0.7 KM (0.45 MI) SOUTHWEST ALONG STATE HIGHWAY 245 FROM THE POST OFFIC
 NB1547'IN GORHAM, TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHWEST ON A PAVE
 NB1547'ROAD FOR 0.2 KM (0.15 MI) TO THE MARK ON THE RIGHT, 61.0 METERS
 NB1547'(200.0 FT) NORTHWEST OF THE ENTRANCE TO A CEMETERY,
 NB1547'7.5 METERS (24.5 FT) NORTHEAST OF THE CENTER OF THE PAVED ROAD,
 NB1547'AND 0.9 METER (3.0 FT) EAST OF A POWERLINE POLE NUMBER 3.
 NB1547
 NB1547                          STATION RECOVERY (1989)
 NB1547
 NB1547'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1547'RECOVERED IN GOOD CONDITION.
 NB1547
 NB1547                          STATION RECOVERY (2002)
 NB1547
 NB1547'RECOVERY NOTE BY US POWER SQUADRON 2002
 NB1547' 
 NB1547' 
 NB1547' 
 NB1547
 NB1547                          STATION RECOVERY (2006)
 NB1547
 NB1547'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB1547'HANDHELD GPS COORDINATES 42.80000N 77.14275W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0538 ***********************************************************************
 NC0538  DESIGNATION -  D 56
 NC0538  PID         -  NC0538
 NC0538  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0538  USGS QUAD   -  BROCTON (1979)
 NC0538
 NC0538                         *CURRENT SURVEY CONTROL
 NC0538  ___________________________________________________________________
 NC0538* NAD 83(1986)-  42 25 28.     (N)    079 24 43.     (W)     SCALED    
 NC0538* NAVD 88     -       198.542  (meters)     651.38   (feet)  ADJUSTED  
 NC0538  ___________________________________________________________________
 NC0538  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NC0538  DYNAMIC HT  -         198.478 (meters)     651.17  (feet)  COMP
 NC0538  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NC0538
 NC0538  VERT ORDER  -  FIRST     CLASS II
 NC0538
 NC0538.The horizontal coordinates were scaled from a topographic map and have
 NC0538.an estimated accuracy of +/- 6 seconds.
 NC0538
 NC0538.The orthometric height was determined by differential leveling
 NC0538.and adjusted by the National Geodetic Survey in November 1993..
 NC0538
 NC0538.The geoid height was determined by GEOID03.
 NC0538
 NC0538.The dynamic height is computed by dividing the NAVD 88
 NC0538.geopotential number by the normal gravity value computed on the
 NC0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0538.degrees latitude (g = 980.6199 gals.).
 NC0538
 NC0538.The modeled gravity was interpolated from observed gravity values.
 NC0538
 NC0538;                    North         East    Units  Estimated Accuracy
 NC0538;SPC NY W     -   269,570.      281,810.      MT  (+/- 180 meters Scaled)
 NC0538
 NC0538                          SUPERSEDED SURVEY CONTROL
 NC0538
 NC0538  NAVD 88 (??/??/92)  198.508  (m)          651.27   (f) POSTED      3  
 NC0538  NGVD 29 (??/??/92)  198.696  (m)          651.89   (f) ADJ UNCH    1 2
 NC0538
 NC0538.Superseded values are not recommended for survey control.
 NC0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0538.See file dsdata.txt to determine how the superseded data were derived.
 NC0538
 NC0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG306981(NAD 83)
 NC0538_MARKER: DB = BENCH MARK DISK
 NC0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0538_STAMPING: D 56 1934
 NC0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0538+STABILITY: SURFACE MOTION
 NC0538
 NC0538  HISTORY     - Date     Condition        Report By
 NC0538  HISTORY     - 1934     MONUMENTED       CGS
 NC0538  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0538
 NC0538                          STATION DESCRIPTION
 NC0538
 NC0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0538'2 MI W FROM VAN BUREN.
 NC0538'2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION AT
 NC0538'VAN BUREN, CHAUTAUQUA COUNTY, AT A ROAD CROSSING, 26 FEET EAST OF THE
 NC0538'CENTERLINE OF THE COUNTY ROAD, 33.3 FEET SOUTH OF THE SOUTH RAIL, AND
 NC0538'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 56 1934 AND SET IN
 NC0538'THE TOP OF A CONCRETE POST.
 NC0538
 NC0538                          STATION RECOVERY (1983)
 NC0538
 NC0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0538'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0296 ***********************************************************************
 LY0296  DESIGNATION -  D 57
 LY0296  PID         -  LY0296
 LY0296  STATE/COUNTY-  NY/ORANGE
 LY0296  USGS QUAD   -  CORNWALL (1981)
 LY0296
 LY0296                         *CURRENT SURVEY CONTROL
 LY0296  ___________________________________________________________________
 LY0296* NAD 83(1986)-  41 29 06.     (N)    074 05 47.     (W)     SCALED    
 LY0296* NAVD 88     -       118.470  (meters)     388.68   (feet)  ADJUSTED  
 LY0296  ___________________________________________________________________
 LY0296  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY0296  DYNAMIC HT  -         118.424 (meters)     388.53  (feet)  COMP
 LY0296  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 LY0296
 LY0296  VERT ORDER  -  SECOND    CLASS 0
 LY0296
 LY0296.This mark is at Stewart Intl Airport (SWF)
 LY0296
 LY0296.The horizontal coordinates were scaled from a topographic map and have
 LY0296.an estimated accuracy of +/- 6 seconds.
 LY0296
 LY0296.The orthometric height was determined by differential leveling
 LY0296.and adjusted by the National Geodetic Survey in June 1991..
 LY0296
 LY0296.The geoid height was determined by GEOID03.
 LY0296
 LY0296.The dynamic height is computed by dividing the NAVD 88
 LY0296.geopotential number by the normal gravity value computed on the
 LY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0296.degrees latitude (g = 980.6199 gals.).
 LY0296
 LY0296.The modeled gravity was interpolated from observed gravity values.
 LY0296
 LY0296;                    North         East    Units  Estimated Accuracy
 LY0296;SPC NY E     -   294,480.      183,700.      MT  (+/- 180 meters Scaled)
 LY0296
 LY0296                          SUPERSEDED SURVEY CONTROL
 LY0296
 LY0296  NGVD 29 (??/??/92)  118.741  (m)          389.57   (f) ADJ UNCH    2 0
 LY0296
 LY0296.Superseded values are not recommended for survey control.
 LY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0296.See file dsdata.txt to determine how the superseded data were derived.
 LY0296
 LY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL754929(NAD 83)
 LY0296_MARKER: DB = BENCH MARK DISK
 LY0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0296_STAMPING: D 57 1955
 LY0296_MARK LOGO: CGS   
 LY0296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0296
 LY0296  HISTORY     - Date     Condition        Report By
 LY0296  HISTORY     - 1955     MONUMENTED       CGS
 LY0296  HISTORY     - 1974     GOOD             NGS
 LY0296  HISTORY     - 1981     GOOD             USGS
 LY0296  HISTORY     - 19810615 GOOD             NGS
 LY0296  HISTORY     - 20050718 GOOD             JCLS
 LY0296
 LY0296                          STATION DESCRIPTION
 LY0296
 LY0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LY0296'3.2 MI NW FROM VAILS GATE JUNCTION.
 LY0296'THE MARK WAS RECOVERED IN GOOD CONDITION A NEW DESCRIPTION
 LY0296'FOLLOWS-- ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 35 FROM
 LY0296'THE ERIE RAILROAD STATION AT VAILS GATE JUNCTION, THENCE ABOUT
 LY0296'1.3 MILES WEST ALONG STATE HIGHWAY 207 AT THE MAIN ENTRANCE TO THE
 LY0296'STEWART AIRPORT, 61 FEET NORTH OF THE CENTER LINE OF HIGHWAY, ABOUT
 LY0296'84 FEET EAST OF CENTERLINE OF ENTRANCE ROAD TO AIRPORT (BREUNIG RD),
 LY0296'29 FEET NORTHWEST OF POWER POLE, 32.5 FEET EAST OF WEST END OF CHAIN
 LY0296'LINK FENCE AND 2 FEET NORTH OF FENCE LINE.  THE MARK IS ABOUT 2.5 FEET
 LY0296'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LY0296'PROJECTING 4 INCHES.
 LY0296
 LY0296                          STATION RECOVERY (1981)
 LY0296
 LY0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LY0296'RECOVERED IN GOOD CONDITION.
 LY0296
 LY0296                          STATION RECOVERY (1981)
 LY0296
 LY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LY0296'THE STATION IS LOCATED AT THE MAIN ENTRANCE TO STEWART AIRPORT
 LY0296'(INTERSECTION STATE HIGHWAY 207 AND BREUNIG RD), 61 FT (18.6 M) NORTH
 LY0296'OF THE CENTERLINE OF HIGHWAY, APPROXIMATELY 84 FT (25.6 M) EAST OF THE
 LY0296'CENTERLINE OF BREUNIG RD, 32.5 FT (9.9 M) EAST OF THE WEST END OF
 LY0296'CHAIN LINK FENCE AND 2 FT (0.6 M) NORTH OF FENCE LINE. THE STATION IS
 LY0296'A STANDARD BENCH MARK STAMPED D 57 1955 SET IN THE TOP OF A CONCRETE
 LY0296'POST PROJECTING 4 INCHES.
 LY0296
 LY0296                          STATION RECOVERY (2005)
 LY0296
 LY0296'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 LY0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1512 ***********************************************************************
 LX1512  DESIGNATION -  D 58
 LX1512  PID         -  LX1512
 LX1512  STATE/COUNTY-  NY/DUTCHESS
 LX1512  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1512
 LX1512                         *CURRENT SURVEY CONTROL
 LX1512  ___________________________________________________________________
 LX1512* NAD 83(1986)-  41 41 17.     (N)    073 52 32.     (W)     SCALED    
 LX1512* NAVD 88     -        58.971  (meters)     193.47   (feet)  ADJUSTED  
 LX1512  ___________________________________________________________________
 LX1512  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LX1512  DYNAMIC HT  -          58.949 (meters)     193.40  (feet)  COMP
 LX1512  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 LX1512
 LX1512  VERT ORDER  -  FIRST     CLASS II
 LX1512
 LX1512.The horizontal coordinates were scaled from a topographic map and have
 LX1512.an estimated accuracy of +/- 6 seconds.
 LX1512
 LX1512.The orthometric height was determined by differential leveling
 LX1512.and adjusted by the National Geodetic Survey in June 1991..
 LX1512
 LX1512.The geoid height was determined by GEOID03.
 LX1512
 LX1512.The dynamic height is computed by dividing the NAVD 88
 LX1512.geopotential number by the normal gravity value computed on the
 LX1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1512.degrees latitude (g = 980.6199 gals.).
 LX1512
 LX1512.The modeled gravity was interpolated from observed gravity values.
 LX1512
 LX1512;                    North         East    Units  Estimated Accuracy
 LX1512;SPC NY E     -   317,140.      201,980.      MT  (+/- 180 meters Scaled)
 LX1512
 LX1512                          SUPERSEDED SURVEY CONTROL
 LX1512
 LX1512  NGVD 29 (??/??/92)   59.230  (m)          194.32   (f) ADJ UNCH    1 2
 LX1512
 LX1512.Superseded values are not recommended for survey control.
 LX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1512.See file dsdata.txt to determine how the superseded data were derived.
 LX1512
 LX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM935157(NAD 83)
 LX1512_MARKER: DB = BENCH MARK DISK
 LX1512_SETTING: 66 = SET IN ROCK OUTCROP
 LX1512_SP_SET: ROCK CUT
 LX1512_STAMPING: D 58 1955
 LX1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1512+STABILITY: POSITION/ELEVATION WELL
 LX1512
 LX1512  HISTORY     - Date     Condition        Report By
 LX1512  HISTORY     - 1955     MONUMENTED       CGS
 LX1512  HISTORY     - 1963     GOOD             NGS
 LX1512  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 LX1512
 LX1512                          STATION DESCRIPTION
 LX1512
 LX1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1512'4.2 MI SE FROM POUGHKEEPSIE.
 LX1512'ABOUT 4.2 MILES EAST AND SOUTHEAST ALONG THE NEW YORK, NEW HAVEN
 LX1512'AND HARTFORD RAILROAD FROM THE EAST END OF RAILROAD BRIDGE OVER
 LX1512'HUDSON RIVER AT POUGHKEEPSIE, ABOUT 0.9 MILE SOUTHEAST OF
 LX1512'OVERPASS OF U.S. HIGHWAY 44 OVER TRACKS, SET VERTICALLY IN FACE
 LX1512'OF A SHORT HIGH ROCK CUT, NEAR CENTER OF CUT, 14 1/2 FEET
 LX1512'NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK, 345 FEET
 LX1512'SOUTHEAST OF SOUTHEAST END OF NORTHEAST HEAD WALL OF AN 8-FOOT
 LX1512'CONCRETE CULVERT UNDER TRACK, 118 FEET SOUTHEAST OF NORTHWEST
 LX1512'END OF CUT AND ABOUT 4 1/2 FEET ABOVE LEVEL OF TRACKS.
 LX1512
 LX1512                          STATION RECOVERY (1963)
 LX1512
 LX1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1512'RECOVERED IN GOOD CONDITION.
 LX1512
 LX1512                          STATION RECOVERY (1980)
 LX1512
 LX1512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LX1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0559 ***********************************************************************
 MZ0559  DESIGNATION -  D 59
 MZ0559  PID         -  MZ0559
 MZ0559  STATE/COUNTY-  NY/DUTCHESS
 MZ0559  USGS QUAD   -  SAUGERTIES (1978)
 MZ0559
 MZ0559                         *CURRENT SURVEY CONTROL
 MZ0559  ___________________________________________________________________
 MZ0559* NAD 83(1986)-  42 02 44.     (N)    073 55 29.     (W)     SCALED    
 MZ0559* NAVD 88     -         1.257  (meters)       4.12   (feet)  ADJUSTED  
 MZ0559  ___________________________________________________________________
 MZ0559  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MZ0559  DYNAMIC HT  -           1.256 (meters)       4.12  (feet)  COMP
 MZ0559  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 MZ0559
 MZ0559  VERT ORDER  -  FIRST     CLASS II
 MZ0559
 MZ0559.The horizontal coordinates were scaled from a topographic map and have
 MZ0559.an estimated accuracy of +/- 6 seconds.
 MZ0559
 MZ0559.The orthometric height was determined by differential leveling
 MZ0559.and adjusted by the National Geodetic Survey in June 1991..
 MZ0559
 MZ0559.The geoid height was determined by GEOID03.
 MZ0559
 MZ0559.The dynamic height is computed by dividing the NAVD 88
 MZ0559.geopotential number by the normal gravity value computed on the
 MZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0559.degrees latitude (g = 980.6199 gals.).
 MZ0559
 MZ0559.The modeled gravity was interpolated from observed gravity values.
 MZ0559
 MZ0559;                    North         East    Units  Estimated Accuracy
 MZ0559;SPC NY E     -   356,820.      197,620.      MT  (+/- 180 meters Scaled)
 MZ0559
 MZ0559                          SUPERSEDED SURVEY CONTROL
 MZ0559
 MZ0559  NGVD 29 (??/??/92)    1.49   (m)            4.9    (f) COMPUTED    1 2
 MZ0559
 MZ0559.Superseded values are not recommended for survey control.
 MZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0559.See file dsdata.txt to determine how the superseded data were derived.
 MZ0559
 MZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM889553(NAD 83)
 MZ0559_MARKER: DB = BENCH MARK DISK
 MZ0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0559_SP_SET: BRIDGE ABUTMENT
 MZ0559_STAMPING: D 59 1955
 MZ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0559
 MZ0559  HISTORY     - Date     Condition        Report By
 MZ0559  HISTORY     - 1955     MONUMENTED       CGS
 MZ0559
 MZ0559                          STATION DESCRIPTION
 MZ0559
 MZ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0559'1.05 MI S FROM TIVOLI.
 MZ0559'ABOUT 1.05 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0559'STATION AT TIVOLI, IN THE TOP OF THE BRIDGE SEAT OF WEST END OF SOUTH
 MZ0559'ABUTMENT OF RAILROAD BRIDGE NO. 272, 36 FEET WEST OF WEST RAIL OF WEST
 MZ0559'TRACK, 195 FEET SOUTH OF MILE POST NY 98, 2 FEET WEST OF GIRDER PLATE
 MZ0559'AND ABOUT 1 FOOT BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0605 ***********************************************************************
 MZ0605  DESIGNATION -  D 60
 MZ0605  PID         -  MZ0605
 MZ0605  STATE/COUNTY-  NY/COLUMBIA
 MZ0605  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0605
 MZ0605                         *CURRENT SURVEY CONTROL
 MZ0605  ___________________________________________________________________
 MZ0605* NAD 83(1986)-  42 10 16.     (N)    073 50 49.     (W)     SCALED    
 MZ0605* NAVD 88     -        50.798  (meters)     166.66   (feet)  ADJUSTED  
 MZ0605  ___________________________________________________________________
 MZ0605  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MZ0605  DYNAMIC HT  -          50.781 (meters)     166.60  (feet)  COMP
 MZ0605  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 MZ0605
 MZ0605  VERT ORDER  -  FIRST     CLASS II
 MZ0605
 MZ0605.The horizontal coordinates were scaled from a topographic map and have
 MZ0605.an estimated accuracy of +/- 6 seconds.
 MZ0605
 MZ0605.The orthometric height was determined by differential leveling
 MZ0605.and adjusted by the National Geodetic Survey in June 1991..
 MZ0605
 MZ0605.The geoid height was determined by GEOID03.
 MZ0605
 MZ0605.The dynamic height is computed by dividing the NAVD 88
 MZ0605.geopotential number by the normal gravity value computed on the
 MZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0605.degrees latitude (g = 980.6199 gals.).
 MZ0605
 MZ0605.The modeled gravity was interpolated from observed gravity values.
 MZ0605
 MZ0605;                    North         East    Units  Estimated Accuracy
 MZ0605;SPC NY E     -   370,810.      203,960.      MT  (+/- 180 meters Scaled)
 MZ0605
 MZ0605                          SUPERSEDED SURVEY CONTROL
 MZ0605
 MZ0605  NGVD 29 (??/??/92)   51.030  (m)          167.42   (f) ADJ UNCH    1 2
 MZ0605
 MZ0605.Superseded values are not recommended for survey control.
 MZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0605.See file dsdata.txt to determine how the superseded data were derived.
 MZ0605
 MZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM952694(NAD 83)
 MZ0605_MARKER: DB = BENCH MARK DISK
 MZ0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0605_SP_SET: BUILDING
 MZ0605_STAMPING: D 60 1955
 MZ0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ0605+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 MZ0605
 MZ0605  HISTORY     - Date     Condition        Report By
 MZ0605  HISTORY     - 1955     MONUMENTED       CGS
 MZ0605  HISTORY     - 20030324 GOOD             CLOHAR
 MZ0605
 MZ0605                          STATION DESCRIPTION
 MZ0605
 MZ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0605'AT LINLITHGO.
 MZ0605'AT LINLITHGO, ABOUT 1.0 MILE SOUTHEAST OF THE NEW YORK CENTRAL
 MZ0605'RAILROAD, ABOUT 0.6 MILE EAST-SOUTHEAST ALONG COUNTY ROAD NO. 10 FROM
 MZ0605'ITS JUNCTION WITH U.S. HIGHWAY 9, SET VERTICALLY IN THE WEST FACE OF
 MZ0605'LIVINGSTON MEMORIAL CHURCH OF LINLITHAGO, 23 FEET SOUTH OF NORTHWEST
 MZ0605'CORNER OF BUILDING, 5 FEET NORTH OF NORTH FACE OF WEST ENTRANCE, 176
 MZ0605'FEET SOUTH OF CENTER OF JUNCTION OF COUNTY ROAD NO. 10 AND A BLACK TOP
 MZ0605'ROAD AND ABOUT 3 FEET ABOVE GROUND.
 MZ0605
 MZ0605                          STATION RECOVERY (2003)
 MZ0605
 MZ0605'RECOVERY NOTE BY CLOUGH HARBOUR AND ASSOCIATES 2003 (CL)
 MZ0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0971 ***********************************************************************
 KU0971  DESIGNATION -  D 61
 KU0971  PID         -  KU0971
 KU0971  STATE/COUNTY-  NY/WESTCHESTER
 KU0971  USGS QUAD   -  YONKERS (1979)
 KU0971
 KU0971                         *CURRENT SURVEY CONTROL
 KU0971  ___________________________________________________________________
 KU0971* NAD 83(1986)-  40 58 51.     (N)    073 53 12.     (W)     SCALED    
 KU0971* NAVD 88     -         2.300  (meters)       7.55   (feet)  ADJUSTED  
 KU0971  ___________________________________________________________________
 KU0971  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU0971  DYNAMIC HT  -           2.299 (meters)       7.54  (feet)  COMP
 KU0971  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 KU0971
 KU0971  VERT ORDER  -  FIRST     CLASS II
 KU0971
 KU0971.The horizontal coordinates were scaled from a topographic map and have
 KU0971.an estimated accuracy of +/- 6 seconds.
 KU0971
 KU0971.The orthometric height was determined by differential leveling
 KU0971.and adjusted by the National Geodetic Survey in June 1991..
 KU0971
 KU0971.The geoid height was determined by GEOID03.
 KU0971
 KU0971.The dynamic height is computed by dividing the NAVD 88
 KU0971.geopotential number by the normal gravity value computed on the
 KU0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0971.degrees latitude (g = 980.6199 gals.).
 KU0971
 KU0971.The modeled gravity was interpolated from observed gravity values.
 KU0971
 KU0971;                    North         East    Units  Estimated Accuracy
 KU0971;SPC NY E     -   238,600.      201,610.      MT  (+/- 180 meters Scaled)
 KU0971
 KU0971                          SUPERSEDED SURVEY CONTROL
 KU0971
 KU0971  NGVD 29 (??/??/92)    2.60   (m)            8.5    (f) COMPUTED    1 2
 KU0971
 KU0971.Superseded values are not recommended for survey control.
 KU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0971.See file dsdata.txt to determine how the superseded data were derived.
 KU0971
 KU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL936372(NAD 83)
 KU0971_MARKER: DB = BENCH MARK DISK
 KU0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0971_SP_SET: TOWER BASE
 KU0971_STAMPING: D 61 1955
 KU0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0971
 KU0971  HISTORY     - Date     Condition        Report By
 KU0971  HISTORY     - 1955     MONUMENTED       CGS
 KU0971
 KU0971                          STATION DESCRIPTION
 KU0971
 KU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KU0971'1 MI S FROM HASTINGS ON HUDSON.
 KU0971'ABOUT 1.0 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KU0971'THE STATION AT HASTINGS-ON-HUDSON, ABOUT 0.5 MILE NORTH OF
 KU0971'STATION AT GREYSTONE, ABOUT 5 YARDS SOUTH OF AN ABANDONED FOOT
 KU0971'BRIDGE, IN THE TOP OF THE CONCRETE BASE OF POWER TRANSMISSION
 KU0971'TOWER NO. 445, 21 FEET WEST OF WEST RAIL OF WEST TRACK, 3.8 FEET
 KU0971'NORTH OF SOUTHEAST CORNER OF BASE AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0760 ***********************************************************************
 OD0760  DESIGNATION -  D 62
 OD0760  PID         -  OD0760
 OD0760  STATE/COUNTY-  NY/SARATOGA
 OD0760  USGS QUAD   -  QUAKER SPRINGS (1967)
 OD0760
 OD0760                         *CURRENT SURVEY CONTROL
 OD0760  ___________________________________________________________________
 OD0760* NAD 83(1986)-  43 00 00.     (N)    073 42 31.     (W)     SCALED    
 OD0760* NAVD 88     -       108.327  (meters)     355.40   (feet)  ADJUSTED  
 OD0760  ___________________________________________________________________
 OD0760  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 OD0760  DYNAMIC HT  -         108.299 (meters)     355.31  (feet)  COMP
 OD0760  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 OD0760
 OD0760  VERT ORDER  -  FIRST     CLASS I
 OD0760
 OD0760.The horizontal coordinates were scaled from a topographic map and have
 OD0760.an estimated accuracy of +/- 6 seconds.
 OD0760
 OD0760.The orthometric height was determined by differential leveling
 OD0760.and adjusted by the National Geodetic Survey in June 1991..
 OD0760
 OD0760.The geoid height was determined by GEOID03.
 OD0760
 OD0760.The dynamic height is computed by dividing the NAVD 88
 OD0760.geopotential number by the normal gravity value computed on the
 OD0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0760.degrees latitude (g = 980.6199 gals.).
 OD0760
 OD0760.The modeled gravity was interpolated from observed gravity values.
 OD0760
 OD0760;                    North         East    Units  Estimated Accuracy
 OD0760;SPC NY E     -   462,980.      214,520.      MT  (+/- 180 meters Scaled)
 OD0760
 OD0760                          SUPERSEDED SURVEY CONTROL
 OD0760
 OD0760  NGVD 29 (??/??/92)  108.523  (m)          356.05   (f) ADJ UNCH    1 1
 OD0760
 OD0760.Superseded values are not recommended for survey control.
 OD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0760.See file dsdata.txt to determine how the superseded data were derived.
 OD0760
 OD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN052616(NAD 83)
 OD0760_MARKER: DB = BENCH MARK DISK
 OD0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0760_SP_SET: CULVERT
 OD0760_STAMPING: D 62 1955
 OD0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0760+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 OD0760
 OD0760  HISTORY     - Date     Condition        Report By
 OD0760  HISTORY     - 1955     MONUMENTED       CGS
 OD0760  HISTORY     - 1974     GOOD             NGS
 OD0760  HISTORY     - 20010626 GOOD             USPSQD
 OD0760  HISTORY     - 20020628 GOOD             USPSQD
 OD0760  HISTORY     - 20030707 GOOD             USPSQD
 OD0760  HISTORY     - 20040707 GOOD             USPSQD
 OD0760  HISTORY     - 20050707 GOOD             USPSQD
 OD0760  HISTORY     - 20060821 GOOD             USPSQD
 OD0760
 OD0760                          STATION DESCRIPTION
 OD0760
 OD0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OD0760'1.95 MI SE FROM MAPLE SHADE.
 OD0760'1.45 MILES SOUTHEAST ALONG PUTMAN ROAD FROM THE JUNCTION OF STATE
 OD0760'HIGHWAY 9B AT MAPLE SHADE, THENCE 0.4 MILE SOUTH ALONG COUNTY ROAD 72,
 OD0760'ALSO ABOUT 0.5 MILE NORTHEAST OF THE JUNCTION OF COUNTY ROAD AND STATE
 OD0760'HIGHWAY 423, SET IN THE TOP NORTHEAST END OF THE SOUTHEAST CONCRETE
 OD0760'HEADWALL OF A 6 1/2 FOOT BOX CULVERT, 17 FEET SOUTHEAST OF THE CENTER
 OD0760'LINE OF COUNTY ROAD 72 AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 OD0760'COUNTY ROAD.
 OD0760
 OD0760                          STATION RECOVERY (2001)
 OD0760
 OD0760'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD0760'RECOVERED IN GOOD CONDITION.
 OD0760
 OD0760                          STATION RECOVERY (2002)
 OD0760
 OD0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD0760'RECOVERED IN GOOD CONDITION.
 OD0760
 OD0760                          STATION RECOVERY (2003)
 OD0760
 OD0760'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0760'RECOVERED IN GOOD CONDITION.
 OD0760
 OD0760                          STATION RECOVERY (2004)
 OD0760
 OD0760'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD0760'RECOVERED IN GOOD CONDITION.
 OD0760
 OD0760                          STATION RECOVERY (2005)
 OD0760
 OD0760'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD0760'RECOVERED IN GOOD CONDITION.
 OD0760
 OD0760                          STATION RECOVERY (2006)
 OD0760
 OD0760'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0688 ***********************************************************************
 MZ0688  DESIGNATION -  D 64
 MZ0688  PID         -  MZ0688
 MZ0688  STATE/COUNTY-  NY/RENSSELAER
 MZ0688  USGS QUAD   -  RAVENA (1980)
 MZ0688
 MZ0688                         *CURRENT SURVEY CONTROL
 MZ0688  ___________________________________________________________________
 MZ0688* NAD 83(1986)-  42 29 24.     (N)    073 46 08.     (W)     SCALED    
 MZ0688* NAVD 88     -         3.608  (meters)      11.84   (feet)  ADJUSTED  
 MZ0688  ___________________________________________________________________
 MZ0688  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 MZ0688  DYNAMIC HT  -           3.607 (meters)      11.83  (feet)  COMP
 MZ0688  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 MZ0688
 MZ0688  VERT ORDER  -  FIRST     CLASS I
 MZ0688
 MZ0688.The horizontal coordinates were scaled from a topographic map and have
 MZ0688.an estimated accuracy of +/- 6 seconds.
 MZ0688
 MZ0688.The orthometric height was determined by differential leveling
 MZ0688.and adjusted by the National Geodetic Survey in June 1991..
 MZ0688
 MZ0688.The geoid height was determined by GEOID03.
 MZ0688
 MZ0688.The dynamic height is computed by dividing the NAVD 88
 MZ0688.geopotential number by the normal gravity value computed on the
 MZ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0688.degrees latitude (g = 980.6199 gals.).
 MZ0688
 MZ0688.The modeled gravity was interpolated from observed gravity values.
 MZ0688
 MZ0688;                    North         East    Units  Estimated Accuracy
 MZ0688;SPC NY E     -   406,280.      210,100.      MT  (+/- 180 meters Scaled)
 MZ0688
 MZ0688                          SUPERSEDED SURVEY CONTROL
 MZ0688
 MZ0688.No superseded survey control is available for this station.
 MZ0688
 MZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN011049(NAD 83)
 MZ0688_MARKER: DB = BENCH MARK DISK
 MZ0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0688_SP_SET: CONCRETE BASE
 MZ0688_STAMPING: D 64 1955
 MZ0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0688
 MZ0688  HISTORY     - Date     Condition        Report By
 MZ0688  HISTORY     - 1955     MONUMENTED       CGS
 MZ0688  HISTORY     - 1974     GOOD             NGS
 MZ0688  HISTORY     - 19971111 GOOD             USPSQD
 MZ0688
 MZ0688                          STATION DESCRIPTION
 MZ0688
 MZ0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0688'0.65 MI N FROM SCHODACK LANDING.
 MZ0688'0.65 MILE NORTH ALONG STATE HIGHWAY 9J FROM THE POST OFFICE AT SCHDACK
 MZ0688'LANDING, 2.75 MILE SOUTH OF CASTLETON-ON-HUDSON, ALONG THE PENN
 MZ0688'CENTRAL RAILROAD, 0.4 MILE NORTH OF MILEPOST NY 131, IN THE TOP OF A
 MZ0688'6- BY 7-FOOT CONCRETE BASE OF A FORMER SIGNAL, ABOUT 130 YARDS
 MZ0688'NORTHWEST OF AND ACROSS THE HIGHWAY FROM A FRAME HOUSE, ABOUT 50 YARDS
 MZ0688'WEST OF THE CENTER LINE OF THE HIGHWAY, 40.0 FEET EAST OF THE EAST
 MZ0688'RAIL, ABOUT 10 FEET LOWER THAN THE HIGHWAY AND 1/2 FOOT LOWER THAN THE
 MZ0688'TRACK.
 MZ0688
 MZ0688                          STATION RECOVERY (1997)
 MZ0688
 MZ0688'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0793 ***********************************************************************
 MZ0793  DESIGNATION -  D 65
 MZ0793  PID         -  MZ0793
 MZ0793  STATE/COUNTY-  NY/SARATOGA
 MZ0793  USGS QUAD   -  TROY NORTH (1980)
 MZ0793
 MZ0793                         *CURRENT SURVEY CONTROL
 MZ0793  ___________________________________________________________________
 MZ0793* NAD 83(1986)-  42 47 38.     (N)    073 40 29.     (W)     SCALED    
 MZ0793* NAVD 88     -        10.717  (meters)      35.16   (feet)  ADJUSTED  
 MZ0793  ___________________________________________________________________
 MZ0793  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 MZ0793  DYNAMIC HT  -          10.714 (meters)      35.15  (feet)  COMP
 MZ0793  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 MZ0793
 MZ0793  VERT ORDER  -  FIRST     CLASS I
 MZ0793
 MZ0793.The horizontal coordinates were scaled from a topographic map and have
 MZ0793.an estimated accuracy of +/- 6 seconds.
 MZ0793
 MZ0793.The orthometric height was determined by differential leveling
 MZ0793.and adjusted by the National Geodetic Survey in June 1991..
 MZ0793
 MZ0793.The geoid height was determined by GEOID03.
 MZ0793
 MZ0793.The dynamic height is computed by dividing the NAVD 88
 MZ0793.geopotential number by the normal gravity value computed on the
 MZ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0793.degrees latitude (g = 980.6199 gals.).
 MZ0793
 MZ0793.The modeled gravity was interpolated from observed gravity values.
 MZ0793
 MZ0793;                    North         East    Units  Estimated Accuracy
 MZ0793;SPC NY E     -   440,110.      217,510.      MT  (+/- 180 meters Scaled)
 MZ0793
 MZ0793                          SUPERSEDED SURVEY CONTROL
 MZ0793
 MZ0793.No superseded survey control is available for this station.
 MZ0793
 MZ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN083387(NAD 83)
 MZ0793_MARKER: DB = BENCH MARK DISK
 MZ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0793_STAMPING: D 65 1955
 MZ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0793+STABILITY: SURFACE MOTION
 MZ0793
 MZ0793  HISTORY     - Date     Condition        Report By
 MZ0793  HISTORY     - 1955     MONUMENTED       CGS
 MZ0793  HISTORY     - 1974     GOOD             NGS
 MZ0793  HISTORY     - 19980729 GOOD             USPSQD
 MZ0793  HISTORY     - 20030607 GOOD             USPSQD
 MZ0793  HISTORY     - 20040607 GOOD             USPSQD
 MZ0793  HISTORY     - 20050608 GOOD             USPSQD
 MZ0793  HISTORY     - 20060814 GOOD             USPSQD
 MZ0793
 MZ0793                          STATION DESCRIPTION
 MZ0793
 MZ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0793'AT WATERFORD.
 MZ0793'AT WATERFORD, ALONG THE DELAWARE AND HUDSON RAILROAD, 0.05 MILE NORTH
 MZ0793'OF THE FREIGHT STATION, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 MZ0793'CONCRETE FOUNDATION OF THE CITY WATER WORKS BUILDING, 37.9 FEET
 MZ0793'SOUTHEAST OF THE SOUTHEAST CURB OF SECOND STREET, 1.0 FOOT SOUTHWEST
 MZ0793'OF THE WEST CORNER OF THE BUILDING, 22.0 FEET NORTHEAST OF THE
 MZ0793'ENTRANCE TO THE BUILDING, 1.0 FOOT ABOVE THE GROUND.
 MZ0793
 MZ0793                          STATION RECOVERY (1998)
 MZ0793
 MZ0793'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0793'RECOVERED IN GOOD CONDITION.
 MZ0793
 MZ0793                          STATION RECOVERY (2003)
 MZ0793
 MZ0793'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0793'RECOVERED IN GOOD CONDITION.
 MZ0793
 MZ0793                          STATION RECOVERY (2004)
 MZ0793
 MZ0793'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0793'RECOVERED IN GOOD CONDITION.
 MZ0793
 MZ0793                          STATION RECOVERY (2005)
 MZ0793
 MZ0793'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0793'RECOVERED IN GOOD CONDITION.
 MZ0793
 MZ0793                          STATION RECOVERY (2006)
 MZ0793
 MZ0793'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0650 ***********************************************************************
 PG0650  DESIGNATION -  D 66
 PG0650  PID         -  PG0650
 PG0650  STATE/COUNTY-  NY/ESSEX
 PG0650  USGS QUAD   -  
 PG0650
 PG0650                         *CURRENT SURVEY CONTROL
 PG0650  ___________________________________________________________________
 PG0650* NAD 83(1986)-  44 01 52.     (N)    073 27 38.     (W)     SCALED    
 PG0650* NAVD 88     -        32.802  (meters)     107.62   (feet)  ADJUSTED  
 PG0650  ___________________________________________________________________
 PG0650  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 PG0650  DYNAMIC HT  -          32.797 (meters)     107.60  (feet)  COMP
 PG0650  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 PG0650
 PG0650  VERT ORDER  -  FIRST     CLASS I
 PG0650
 PG0650.The horizontal coordinates were scaled from a topographic map and have
 PG0650.an estimated accuracy of +/- 6 seconds.
 PG0650
 PG0650.The orthometric height was determined by differential leveling
 PG0650.and adjusted by the National Geodetic Survey in June 1991..
 PG0650
 PG0650.The geoid height was determined by GEOID03.
 PG0650
 PG0650.The dynamic height is computed by dividing the NAVD 88
 PG0650.geopotential number by the normal gravity value computed on the
 PG0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0650.degrees latitude (g = 980.6199 gals.).
 PG0650
 PG0650.The modeled gravity was interpolated from observed gravity values.
 PG0650
 PG0650;                    North         East    Units  Estimated Accuracy
 PG0650;SPC NY E     -   577,750.      233,320.      MT  (+/- 180 meters Scaled)
 PG0650
 PG0650                          SUPERSEDED SURVEY CONTROL
 PG0650
 PG0650  NGVD 29 (??/??/??)   32.982  (m)          108.21   (f) ADJUSTED    1 1
 PG0650
 PG0650.Superseded values are not recommended for survey control.
 PG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0650.See file dsdata.txt to determine how the superseded data were derived.
 PG0650
 PG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP233764(NAD 83)
 PG0650_MARKER: DB = BENCH MARK DISK
 PG0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0650_SP_SET: CONCRETE FOOTING
 PG0650_STAMPING: D 66 1955
 PG0650_MARK LOGO: CGS   
 PG0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0650
 PG0650  HISTORY     - Date     Condition        Report By
 PG0650  HISTORY     - 1955     MONUMENTED       CGS
 PG0650  HISTORY     - 1973     GOOD             NGS
 PG0650  HISTORY     - 1984     GOOD             NGS
 PG0650
 PG0650                          STATION DESCRIPTION
 PG0650
 PG0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0650'0.8 MI S FROM PORT HENRY.
 PG0650'ABOUT 0.8 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0650'STATION AT PORT HENRY, 155.5 FEET SOUTH OF THE CENTER OF A CROSSING
 PG0650'WITH A RPIVATE ROAD AND THE MOST WESTERLY TRACK, 160.5 FEET WEST OF
 PG0650'AND ACROSS A GROUP OF TRACKS FROM THE WEST RAIL OF MAIN AND THE MOST
 PG0650'EASTERLY TRACK, 15 1/2 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY
 PG0650'TRACK, 39 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 22 AND 9N AND
 PG0650'ABOUT 12 FEET BELOW LEVEL OF THE HIGHWAY, 9 FEET EAST-NORTHEAST OF A
 PG0650'10-INCH CAST IRON STAND PIPE PROJECTING 5 FEET, 20.4 FEET SOUTH OF THE
 PG0650'SOUTH FACE OF THE BASE OF CIRCULAR SHAPED WATER TANK (ABANDONED AND
 PG0650'FALLING APART), ABOUT LEVEL WITH THE TRACKS, SET IN THE TOP OF THE
 PG0650'FIRST CONCRETE FOOTING SOUTH OF THE MOST NORTHERLY ONE OF 4 CONCRETE
 PG0650'FOOTINGS AND IN THE WEST ROW OF FOOTINGS.
 PG0650
 PG0650                          STATION RECOVERY (1984)
 PG0650
 PG0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PG0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0884 ***********************************************************************
 OD0884  DESIGNATION -  D 67
 OD0884  PID         -  OD0884
 OD0884  STATE/COUNTY-  NY/WASHINGTON
 OD0884  USGS QUAD   -  HUDSON FALLS (1966)
 OD0884
 OD0884                         *CURRENT SURVEY CONTROL
 OD0884  ___________________________________________________________________
 OD0884* NAD 83(1986)-  43 18 12.     (N)    073 35 19.     (W)     SCALED    
 OD0884* NAVD 88     -        74.520  (meters)     244.49   (feet)  ADJUSTED  
 OD0884  ___________________________________________________________________
 OD0884  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OD0884  DYNAMIC HT  -          74.504 (meters)     244.44  (feet)  COMP
 OD0884  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OD0884
 OD0884  VERT ORDER  -  FIRST     CLASS II
 OD0884
 OD0884.The horizontal coordinates were scaled from a topographic map and have
 OD0884.an estimated accuracy of +/- 6 seconds.
 OD0884
 OD0884.The orthometric height was determined by differential leveling
 OD0884.and adjusted by the National Geodetic Survey in June 1991..
 OD0884
 OD0884.The geoid height was determined by GEOID03.
 OD0884
 OD0884.The dynamic height is computed by dividing the NAVD 88
 OD0884.geopotential number by the normal gravity value computed on the
 OD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0884.degrees latitude (g = 980.6199 gals.).
 OD0884
 OD0884.The modeled gravity was interpolated from observed gravity values.
 OD0884
 OD0884;                    North         East    Units  Estimated Accuracy
 OD0884;SPC NY E     -   496,770.      223,940.      MT  (+/- 180 meters Scaled)
 OD0884
 OD0884                          SUPERSEDED SURVEY CONTROL
 OD0884
 OD0884  NGVD 29 (??/??/92)   74.695  (m)          245.06   (f) ADJ UNCH    1 2
 OD0884
 OD0884.Superseded values are not recommended for survey control.
 OD0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0884.See file dsdata.txt to determine how the superseded data were derived.
 OD0884
 OD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN144954(NAD 83)
 OD0884_MARKER: DB = BENCH MARK DISK
 OD0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0884_SP_SET: CURB
 OD0884_STAMPING: D 67 1955
 OD0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0884
 OD0884  HISTORY     - Date     Condition        Report By
 OD0884  HISTORY     - 1955     MONUMENTED       CGS
 OD0884  HISTORY     - 19910718 MARK NOT FOUND   USPSQD
 OD0884
 OD0884                          STATION DESCRIPTION
 OD0884
 OD0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0884'IN HUDSON FALLS.
 OD0884'AT HUDSON FALLS, ABOUT 0.15 MILE NORTH ALONG MAIN STREET FROM THE POST
 OD0884'OFFICE, THENCE ABOUT 0.3 MILE NORTHWEST ALONG RIVER STREET, SET
 OD0884'VERTICALLY IN WEST FACE OF A 6 1/2 FOOT HIGH STONE MASONRY RETAINING
 OD0884'WALL, 8 FEET EAST OF EAST CURB OF RIVER STREET, 112 1/2 FEET NORTH OF
 OD0884'NORTH CURB OF WALNUT STREET, 16.8 FEET SOUTH OF NORTH END OF WALL AND
 OD0884'1.4 FEET ABOVE LEVEL OF SIDE WALK.
 OD0884
 OD0884                          STATION RECOVERY (1991)
 OD0884
 OD0884'RECOVERY NOTE BY US POWER SQUADRON 1991 (APS)
 OD0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1252 ***********************************************************************
 NB1252  DESIGNATION -  D 69
 NB1252  PID         -  NB1252
 NB1252  STATE/COUNTY-  NY/ALLEGANY
 NB1252  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1252
 NB1252                         *CURRENT SURVEY CONTROL
 NB1252  ___________________________________________________________________
 NB1252* NAD 83(1986)-  42 07 05.     (N)    077 56 50.     (W)     SCALED    
 NB1252* NAVD 88     -       456.751  (meters)    1498.52   (feet)  ADJUSTED  
 NB1252  ___________________________________________________________________
 NB1252  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 NB1252  DYNAMIC HT  -         456.576 (meters)    1497.95  (feet)  COMP
 NB1252  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 NB1252
 NB1252  VERT ORDER  -  FIRST     CLASS II
 NB1252
 NB1252.The horizontal coordinates were scaled from a topographic map and have
 NB1252.an estimated accuracy of +/- 6 seconds.
 NB1252
 NB1252.The orthometric height was determined by differential leveling
 NB1252.and adjusted by the National Geodetic Survey in June 1991..
 NB1252.WARNING-Repeat measurements at this control monument indicate possible
 NB1252.vertical movement.
 NB1252
 NB1252.The geoid height was determined by GEOID03.
 NB1252
 NB1252.The dynamic height is computed by dividing the NAVD 88
 NB1252.geopotential number by the normal gravity value computed on the
 NB1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1252.degrees latitude (g = 980.6199 gals.).
 NB1252
 NB1252.The modeled gravity was interpolated from observed gravity values.
 NB1252
 NB1252;                    North         East    Units  Estimated Accuracy
 NB1252;SPC NY W     -   235,400.      402,600.      MT  (+/- 180 meters Scaled)
 NB1252
 NB1252                          SUPERSEDED SURVEY CONTROL
 NB1252
 NB1252.No superseded survey control is available for this station.
 NB1252
 NB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM563670(NAD 83)
 NB1252_MARKER: DB = BENCH MARK DISK
 NB1252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1252_SP_SET: WATER TABLE
 NB1252_STAMPING: D 69 1934
 NB1252_MARK LOGO: CGS   
 NB1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1252
 NB1252  HISTORY     - Date     Condition        Report By
 NB1252  HISTORY     - 1934     MONUMENTED       CGS
 NB1252  HISTORY     - 1970     GOOD             NYHD
 NB1252  HISTORY     - 1983     GOOD             NGS
 NB1252  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 NB1252
 NB1252                          STATION DESCRIPTION
 NB1252
 NB1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB1252'AT WELLSVILLE.
 NB1252'AT WELLSVILLE. ON WELLSVILLE WATER AND LIGHT BLDG. 75 FT SOUTH OF
 NB1252'CENTERLINE OF W. STATE ST. ON WATER TABLE 25 FT EAST NORTHWEST CORNER
 NB1252'OF BLDG. 4 FT ABOVE FOUNDATION. A VERTICAL MARK.
 NB1252
 NB1252                          STATION RECOVERY (1970)
 NB1252
 NB1252'RECOVERY NOTE BY NY DEPT OF HIGHWAYS 1970
 NB1252'RECOVERED IN GOOD CONDITION.
 NB1252
 NB1252                          STATION RECOVERY (1983)
 NB1252
 NB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1252'RECOVERED IN GOOD CONDITION.
 NB1252
 NB1252                          STATION RECOVERY (2004)
 NB1252
 NB1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (SFG)
 NB1252'THE ORIGINAL WELLSVILLE WATER AND LIGHT BUILDING WAS DEMOLISHED IN
 NB1252'1991 AND A NEW BUILDING CONSTRUCTED IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0154 ***********************************************************************
 NC0154  DESIGNATION -  D 70
 NC0154  PID         -  NC0154
 NC0154  STATE/COUNTY-  NY/ALLEGANY
 NC0154  USGS QUAD   -  FRIENDSHIP (1978)
 NC0154
 NC0154                         *CURRENT SURVEY CONTROL
 NC0154  ___________________________________________________________________
 NC0154* NAD 83(1986)-  42 09 18.     (N)    078 08 42.     (W)     SCALED    
 NC0154* NAVD 88     -       537.931  (meters)    1764.86   (feet)  ADJUSTED  
 NC0154  ___________________________________________________________________
 NC0154  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 NC0154  DYNAMIC HT  -         537.724 (meters)    1764.18  (feet)  COMP
 NC0154  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 NC0154
 NC0154  VERT ORDER  -  SECOND    CLASS 0
 NC0154
 NC0154.The horizontal coordinates were scaled from a topographic map and have
 NC0154.an estimated accuracy of +/- 6 seconds.
 NC0154
 NC0154.The orthometric height was determined by differential leveling
 NC0154.and adjusted by the National Geodetic Survey in June 1991..
 NC0154
 NC0154.The geoid height was determined by GEOID03.
 NC0154
 NC0154.The dynamic height is computed by dividing the NAVD 88
 NC0154.geopotential number by the normal gravity value computed on the
 NC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0154.degrees latitude (g = 980.6199 gals.).
 NC0154
 NC0154.The modeled gravity was interpolated from observed gravity values.
 NC0154
 NC0154;                    North         East    Units  Estimated Accuracy
 NC0154;SPC NY W     -   239,400.      386,230.      MT  (+/- 180 meters Scaled)
 NC0154
 NC0154                          SUPERSEDED SURVEY CONTROL
 NC0154
 NC0154  NGVD 29 (??/??/92)  538.038  (m)         1765.21   (f) ADJ UNCH    2 0
 NC0154
 NC0154.Superseded values are not recommended for survey control.
 NC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0154.See file dsdata.txt to determine how the superseded data were derived.
 NC0154
 NC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG358709(NAD 83)
 NC0154_MARKER: DB = BENCH MARK DISK
 NC0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0154_SP_SET: BRIDGE
 NC0154_STAMPING: D 70 1934
 NC0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0154
 NC0154  HISTORY     - Date     Condition        Report By
 NC0154  HISTORY     - 1934     MONUMENTED       CGS
 NC0154  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 NC0154
 NC0154                          STATION DESCRIPTION
 NC0154
 NC0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0154'4.6 MI S FROM FRIENDSHIP.
 NC0154'4.6 MILES SOUTH OF FRIENDSHIP ON SHAWMUT R.R. ON BRIDGE NO. 50.6 OVER
 NC0154'HIGHWAY ON EAST END OF SOUTH ABUTMENT 7 FT EAST OF CENTERLINE OF TRACK
 NC0154'4.5 FT BELOW TOP OF RAIL.
 NC0154
 NC0154                          STATION RECOVERY (2003)
 NC0154
 NC0154'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0154'RAILROAD WAS ABANDONED OVER THE YEARS AND ALL EQUIPMENT REMOVED
 NC0154'INCLUDING THE BRIDGE ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0376 ***********************************************************************
 NB0376  DESIGNATION -  D 71
 NB0376  PID         -  NB0376
 NB0376  STATE/COUNTY-  NY/CHEMUNG
 NB0376  USGS QUAD   -  WAVERLY (1978)
 NB0376
 NB0376                         *CURRENT SURVEY CONTROL
 NB0376  ___________________________________________________________________
 NB0376* NAD 83(1986)-  42 00 01.     (N)    076 32 38.     (W)     SCALED    
 NB0376* NAVD 88     -       252.675  (meters)     828.98   (feet)  ADJUSTED  
 NB0376  ___________________________________________________________________
 NB0376  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0376  DYNAMIC HT  -         252.574 (meters)     828.65  (feet)  COMP
 NB0376  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 NB0376
 NB0376  VERT ORDER  -  FIRST     CLASS II
 NB0376
 NB0376.The horizontal coordinates were scaled from a topographic map and have
 NB0376.an estimated accuracy of +/- 6 seconds.
 NB0376
 NB0376.The orthometric height was determined by differential leveling
 NB0376.and adjusted by the National Geodetic Survey in June 1991..
 NB0376
 NB0376.The geoid height was determined by GEOID03.
 NB0376
 NB0376.The dynamic height is computed by dividing the NAVD 88
 NB0376.geopotential number by the normal gravity value computed on the
 NB0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0376.degrees latitude (g = 980.6199 gals.).
 NB0376
 NB0376.The modeled gravity was interpolated from observed gravity values.
 NB0376
 NB0376;                    North         East    Units  Estimated Accuracy
 NB0376;SPC NY C     -   222,130.      253,270.      MT  (+/- 180 meters Scaled)
 NB0376
 NB0376                          SUPERSEDED SURVEY CONTROL
 NB0376
 NB0376  NGVD 29 (??/??/92)  252.850  (m)          829.56   (f) ADJ UNCH    1 2
 NB0376
 NB0376.Superseded values are not recommended for survey control.
 NB0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0376.See file dsdata.txt to determine how the superseded data were derived.
 NB0376
 NB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM721509(NAD 83)
 NB0376_MARKER: DB = BENCH MARK DISK
 NB0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0376_SP_SET: BRIDGE
 NB0376_STAMPING: D 71 1934
 NB0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0376
 NB0376  HISTORY     - Date     Condition        Report By
 NB0376  HISTORY     - 1934     MONUMENTED       CGS
 NB0376  HISTORY     - 1954     MARK NOT FOUND   USGS
 NB0376  HISTORY     - 19940928 MARK NOT FOUND   USPSQD
 NB0376
 NB0376                          STATION DESCRIPTION
 NB0376
 NB0376'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 NB0376'AT WAVERLY.
 NB0376'AT WAVERLY, TIOGA COUNTY, ON THE ERIE RAILROAD, 283 FEET WEST
 NB0376'OF THE STATION, 119.5 FEET WEST OF THE CENTERLINE OF LODER STREET,
 NB0376'AT 30-FOOT SPAN GIRDER BRIDGE 255.2, IN THE NORTH CORNER OF THE EAST
 NB0376'BRIDGE SEAT, 0.9 FOOT EAST OF THE WEST EDGE OF THE BRIDGE SEAT, 7
 NB0376'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 2 FEET
 NB0376'LOWER THAN THE TOP OF THE RAIL. A STANDARD DISK, STAMPED D 71 1934.
 NB0376
 NB0376                          STATION RECOVERY (1994)
 NB0376
 NB0376'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0363 ***********************************************************************
 NA0363  DESIGNATION -  D 73
 NA0363  PID         -  NA0363
 NA0363  STATE/COUNTY-  NY/GREENE
 NA0363  USGS QUAD   -  FREEHOLD (1980)
 NA0363
 NA0363                         *CURRENT SURVEY CONTROL
 NA0363  ___________________________________________________________________
 NA0363* NAD 83(1986)-  42 19 42.     (N)    074 06 24.     (W)     SCALED    
 NA0363* NAVD 88     -       304.697  (meters)     999.66   (feet)  ADJUSTED  
 NA0363  ___________________________________________________________________
 NA0363  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NA0363  DYNAMIC HT  -         304.591 (meters)     999.31  (feet)  COMP
 NA0363  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NA0363
 NA0363  VERT ORDER  -  SECOND    CLASS 0
 NA0363
 NA0363.The horizontal coordinates were scaled from a topographic map and have
 NA0363.an estimated accuracy of +/- 6 seconds.
 NA0363
 NA0363.The orthometric height was determined by differential leveling
 NA0363.and adjusted by the National Geodetic Survey in June 1991..
 NA0363
 NA0363.The geoid height was determined by GEOID03.
 NA0363
 NA0363.The dynamic height is computed by dividing the NAVD 88
 NA0363.geopotential number by the normal gravity value computed on the
 NA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0363.degrees latitude (g = 980.6199 gals.).
 NA0363
 NA0363.The modeled gravity was interpolated from observed gravity values.
 NA0363
 NA0363;                    North         East    Units  Estimated Accuracy
 NA0363;SPC NY E     -   388,140.      182,420.      MT  (+/- 180 meters Scaled)
 NA0363
 NA0363                          SUPERSEDED SURVEY CONTROL
 NA0363
 NA0363  NGVD 29 (??/??/92)  304.895  (m)         1000.31   (f) ADJ UNCH    2 0
 NA0363
 NA0363.Superseded values are not recommended for survey control.
 NA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0363.See file dsdata.txt to determine how the superseded data were derived.
 NA0363
 NA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM736866(NAD 83)
 NA0363_MARKER: DB = BENCH MARK DISK
 NA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0363_STAMPING: D 73 1935
 NA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0363+STABILITY: SURFACE MOTION
 NA0363
 NA0363  HISTORY     - Date     Condition        Report By
 NA0363  HISTORY     - 1935     MONUMENTED       CGS
 NA0363  HISTORY     - 1942     GOOD             NGS
 NA0363
 NA0363                          STATION DESCRIPTION
 NA0363
 NA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0363'1.0 MI NW FROM SOUTH DURHAM.
 NA0363'NEW DESCRIPTION-- 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 NA0363'POST OFFICE AT SOUTH DURHAM, GREENE COUNTY, 81 FEET SOUTHEAST OF THE
 NA0363'SOUTHWEST CORNER OF A LARGE BARN, AT THE JUNCTION OF A DIRT ROAD
 NA0363'RUNNING NORTH, 48 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND
 NA0363'28.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 NA0363'STAMPED D 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0580 ***********************************************************************
 LY0580  DESIGNATION -  D 74
 LY0580  PID         -  LY0580
 LY0580  STATE/COUNTY-  NY/ORANGE
 LY0580  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0580
 LY0580                         *CURRENT SURVEY CONTROL
 LY0580  ___________________________________________________________________
 LY0580* NAD 83(1986)-  41 22 28.     (N)    074 39 44.     (W)     SCALED    
 LY0580* NAVD 88     -       162.476  (meters)     533.06   (feet)  ADJUSTED  
 LY0580  ___________________________________________________________________
 LY0580  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY0580  DYNAMIC HT  -         162.410 (meters)     532.84  (feet)  COMP
 LY0580  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 LY0580
 LY0580  VERT ORDER  -  FIRST     CLASS II
 LY0580
 LY0580.The horizontal coordinates were scaled from a topographic map and have
 LY0580.an estimated accuracy of +/- 6 seconds.
 LY0580
 LY0580.The orthometric height was determined by differential leveling
 LY0580.and adjusted by the National Geodetic Survey in June 1991..
 LY0580
 LY0580.The geoid height was determined by GEOID03.
 LY0580
 LY0580.The dynamic height is computed by dividing the NAVD 88
 LY0580.geopotential number by the normal gravity value computed on the
 LY0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0580.degrees latitude (g = 980.6199 gals.).
 LY0580
 LY0580.The modeled gravity was interpolated from observed gravity values.
 LY0580
 LY0580;                    North         East    Units  Estimated Accuracy
 LY0580;SPC NY E     -   282,140.      136,430.      MT  (+/- 180 meters Scaled)
 LY0580
 LY0580                          SUPERSEDED SURVEY CONTROL
 LY0580
 LY0580  NGVD 29 (??/??/92)  162.653  (m)          533.64   (f) ADJ UNCH    1 2
 LY0580
 LY0580.Superseded values are not recommended for survey control.
 LY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0580.See file dsdata.txt to determine how the superseded data were derived.
 LY0580
 LY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL282803(NAD 83)
 LY0580_MARKER: DB = BENCH MARK DISK
 LY0580_SETTING: 66 = SET IN ROCK OUTCROP
 LY0580_SP_SET: ROCK OUTCROP
 LY0580_STAMPING: D 74 1935
 LY0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0580+STABILITY: POSITION/ELEVATION WELL
 LY0580
 LY0580  HISTORY     - Date     Condition        Report By
 LY0580  HISTORY     - 1935     MONUMENTED       CGS
 LY0580  HISTORY     - 1941     GOOD             NGS
 LY0580
 LY0580                          STATION DESCRIPTION
 LY0580
 LY0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0580'2.4 MI NE FROM PORT JERVIS.
 LY0580'2.4 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 LY0580'AT PORT JERVIS, ORANGE COUNTY, ABOUT 12 RAILS NORTH OF MILEPOST
 LY0580'85, ABOUT 4-1/2 POLES NORTH OF THE MILEPOST, AT THE SOUTH END
 LY0580'OF A DEEP CUT, 10.5 FEET EAST OF THE EAST RAIL OF THE EAST
 LY0580'TRACK, IN THE TOP OF A ROCK OUTCROP, AND ABOUT LEVEL WITH THE
 LY0580'TRACK.  A STANDARD DISK, STAMPED D 74 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0360 ***********************************************************************
 MZ0360  DESIGNATION -  D 75
 MZ0360  PID         -  MZ0360
 MZ0360  STATE/COUNTY-  NY/RENSSELAER
 MZ0360  USGS QUAD   -  NORTH POWNAL (1980)
 MZ0360
 MZ0360                         *CURRENT SURVEY CONTROL
 MZ0360  ___________________________________________________________________
 MZ0360* NAD 83(1986)-  42 51 41.     (N)    073 19 52.     (W)     SCALED    
 MZ0360* NAVD 88     -       140.664  (meters)     461.50   (feet)  ADJUSTED  
 MZ0360  ___________________________________________________________________
 MZ0360  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 MZ0360  DYNAMIC HT  -         140.622 (meters)     461.36  (feet)  COMP
 MZ0360  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 MZ0360
 MZ0360  VERT ORDER  -  SECOND    CLASS 0
 MZ0360
 MZ0360.The horizontal coordinates were scaled from a topographic map and have
 MZ0360.an estimated accuracy of +/- 6 seconds.
 MZ0360
 MZ0360.The orthometric height was determined by differential leveling
 MZ0360.and adjusted by the National Geodetic Survey in June 1991..
 MZ0360
 MZ0360.The geoid height was determined by GEOID03.
 MZ0360
 MZ0360.The dynamic height is computed by dividing the NAVD 88
 MZ0360.geopotential number by the normal gravity value computed on the
 MZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0360.degrees latitude (g = 980.6199 gals.).
 MZ0360
 MZ0360.The modeled gravity was interpolated from observed gravity values.
 MZ0360
 MZ0360;                    North         East    Units  Estimated Accuracy
 MZ0360;SPC NY E     -   447,940.      245,520.      MT  (+/- 180 meters Scaled)
 MZ0360
 MZ0360                          SUPERSEDED SURVEY CONTROL
 MZ0360
 MZ0360  NGVD 29 (??/??/92)  140.819  (m)          462.00   (f) ADJ UNCH    2 0
 MZ0360
 MZ0360.Superseded values are not recommended for survey control.
 MZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0360.See file dsdata.txt to determine how the superseded data were derived.
 MZ0360
 MZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN363467(NAD 83)
 MZ0360_MARKER: DB = BENCH MARK DISK
 MZ0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0360_SP_SET: BRIDGE
 MZ0360_STAMPING: D 75 1935
 MZ0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0360
 MZ0360  HISTORY     - Date     Condition        Report By
 MZ0360  HISTORY     - 1935     MONUMENTED       CGS
 MZ0360  HISTORY     - 20060912 MARK NOT FOUND   NYDT
 MZ0360
 MZ0360                          STATION DESCRIPTION
 MZ0360
 MZ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0360'AT HOOSICK.
 MZ0360'AT HOOSICK ON B. AND M.R.R. 230 FEET WEST OF STATION ON BRIDGE NO.
 MZ0360'160.24 (200-FOOT CONCRETE AND STEEL GIRDER HIGHWAY OVERPASS) IN 2ND
 MZ0360'PIER FOUNDATION FROM NORTH END 11 FEET WEST OF EAST END OF FOUNDATION
 MZ0360'36 FEET NORTH OF NORTH RAIL 2 FEET ABOVE TOP OF RAIL.
 MZ0360
 MZ0360                          STATION RECOVERY (2006)
 MZ0360
 MZ0360'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 MZ0360'BRIDGE REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1281 ***********************************************************************
 LX1281  DESIGNATION -  D 76
 LX1281  PID         -  LX1281
 LX1281  STATE/COUNTY-  NY/WESTCHESTER
 LX1281  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX1281
 LX1281                         *CURRENT SURVEY CONTROL
 LX1281  ___________________________________________________________________
 LX1281* NAD 83(1986)-  41 19 47.     (N)    073 49 40.     (W)     SCALED    
 LX1281* NAVD 88     -       132.084  (meters)     433.35   (feet)  ADJUSTED  
 LX1281  ___________________________________________________________________
 LX1281  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX1281  DYNAMIC HT  -         132.035 (meters)     433.18  (feet)  COMP
 LX1281  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 LX1281
 LX1281  VERT ORDER  -  SECOND    CLASS 0
 LX1281
 LX1281.The horizontal coordinates were scaled from a topographic map and have
 LX1281.an estimated accuracy of +/- 6 seconds.
 LX1281
 LX1281.The orthometric height was determined by differential leveling
 LX1281.and adjusted by the National Geodetic Survey in June 1991..
 LX1281
 LX1281.The geoid height was determined by GEOID03.
 LX1281
 LX1281.The dynamic height is computed by dividing the NAVD 88
 LX1281.geopotential number by the normal gravity value computed on the
 LX1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1281.degrees latitude (g = 980.6199 gals.).
 LX1281
 LX1281.The modeled gravity was interpolated from observed gravity values.
 LX1281
 LX1281;                    North         East    Units  Estimated Accuracy
 LX1281;SPC NY E     -   277,380.      206,270.      MT  (+/- 180 meters Scaled)
 LX1281
 LX1281                          SUPERSEDED SURVEY CONTROL
 LX1281
 LX1281  NGVD 29 (??/??/92)  132.364  (m)          434.26   (f) ADJ UNCH    2 0
 LX1281
 LX1281.Superseded values are not recommended for survey control.
 LX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1281.See file dsdata.txt to determine how the superseded data were derived.
 LX1281
 LX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL980760(NAD 83)
 LX1281_MARKER: DB = BENCH MARK DISK
 LX1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1281_SP_SET: STEP
 LX1281_STAMPING: D 76 1935
 LX1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1281
 LX1281  HISTORY     - Date     Condition        Report By
 LX1281  HISTORY     - 1935     MONUMENTED       CGS
 LX1281
 LX1281                          STATION DESCRIPTION
 LX1281
 LX1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1281'IN SHRUB OAK.
 LX1281'A SHRUB OAK, WESTCHESTER COUNTY, AT THE HIGH SCHOOL, 7 FEET WEST
 LX1281'OF THE CENTER OF THE MAIN ENTRANCE, AND ON THE TOP OF THE SECOND
 LX1281'STEP FROM THE BOTTOM.  A STANDARD DISK, STAMPED D 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1241 ***********************************************************************
 LX1241  DESIGNATION -  D 77
 LX1241  PID         -  LX1241
 LX1241  STATE/COUNTY-  NY/WESTCHESTER
 LX1241  USGS QUAD   -  MOUNT KISCO (1975)
 LX1241
 LX1241                         *CURRENT SURVEY CONTROL
 LX1241  ___________________________________________________________________
 LX1241* NAD 83(1986)-  41 12 34.     (N)    073 43 43.     (W)     SCALED    
 LX1241* NAVD 88     -        88.870  (meters)     291.57   (feet)  POSTED    
 LX1241  ___________________________________________________________________
 LX1241  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX1241  DYNAMIC HT  -          88.840 (meters)     291.47  (feet)  COMP
 LX1241  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 LX1241
 LX1241  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1241
 LX1241.The horizontal coordinates were scaled from a topographic map and have
 LX1241.an estimated accuracy of +/- 6 seconds.
 LX1241
 LX1241.The orthometric height was determined by differential leveling
 LX1241.and adjusted by the National Geodetic Survey in 1992..
 LX1241.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1241.rate of 1.1 thru 2.0 mm/km.
 LX1241
 LX1241.The geoid height was determined by GEOID03.
 LX1241
 LX1241.The dynamic height is computed by dividing the NAVD 88
 LX1241.geopotential number by the normal gravity value computed on the
 LX1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1241.degrees latitude (g = 980.6199 gals.).
 LX1241
 LX1241.The modeled gravity was interpolated from observed gravity values.
 LX1241
 LX1241;                    North         East    Units  Estimated Accuracy
 LX1241;SPC NY E     -   264,090.      214,690.      MT  (+/- 180 meters Scaled)
 LX1241
 LX1241                          SUPERSEDED SURVEY CONTROL
 LX1241
 LX1241  NGVD 29 (??/??/92)   89.174  (m)          292.56   (f) ADJ UNCH    2 0
 LX1241
 LX1241.Superseded values are not recommended for survey control.
 LX1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1241.See file dsdata.txt to determine how the superseded data were derived.
 LX1241
 LX1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL065627(NAD 83)
 LX1241_MARKER: DB = BENCH MARK DISK
 LX1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1241_SP_SET: SIGNAL BASE
 LX1241_STAMPING: D 77 1935
 LX1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1241
 LX1241  HISTORY     - Date     Condition        Report By
 LX1241  HISTORY     - 1935     MONUMENTED       CGS
 LX1241  HISTORY     - 1955     POOR             NGS
 LX1241
 LX1241                          STATION DESCRIPTION
 LX1241
 LX1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1241'AT MOUNT KISCO.
 LX1241'AT MOUNT KISCO, WESTCHESTER COUNTY, 150 FEET NORTH OF THE NEW
 LX1241'YORK CENTRAL RAILROAD STATION, 50 FEET NORTH OF THE CROSSING OF
 LX1241'MAIN STREET, IN THE TOP OF THE BASE OF SIGNAL TOWER 367, 9 FEET
 LX1241'EAST OF THE CENTERLINE OF THE EAST TRACK, AND LEVEL WITH THE
 LX1241'TRACK.  A STANDARD DISK, STAMPED D 77 1935.  NOTE-- THE RAILROAD
 LX1241'IS BEING MOVED WEST, AND THE BENCH MARK MAY BE DESTROYED WHEN
 LX1241'THE SIGNAL TOWER IS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1505 ***********************************************************************
 LX1505  DESIGNATION -  D 78
 LX1505  PID         -  LX1505
 LX1505  STATE/COUNTY-  NY/DUTCHESS
 LX1505  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1505
 LX1505                         *CURRENT SURVEY CONTROL
 LX1505  ___________________________________________________________________
 LX1505* NAD 83(1986)-  41 42 42.     (N)    073 55 38.     (W)     SCALED    
 LX1505* NAVD 88     -        54.126  (meters)     177.58   (feet)  POSTED    
 LX1505  ___________________________________________________________________
 LX1505  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX1505  DYNAMIC HT  -          54.110 (meters)     177.53  (feet)  COMP
 LX1505  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LX1505
 LX1505  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LX1505
 LX1505.The horizontal coordinates were scaled from a topographic map and have
 LX1505.an estimated accuracy of +/- 6 seconds.
 LX1505
 LX1505.The orthometric height was determined by differential leveling
 LX1505.and adjusted by the National Geodetic Survey in 1992..
 LX1505.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LX1505.rate of 4.1 thru 8.0 mm/km.
 LX1505
 LX1505.The geoid height was determined by GEOID03.
 LX1505
 LX1505.The dynamic height is computed by dividing the NAVD 88
 LX1505.geopotential number by the normal gravity value computed on the
 LX1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1505.degrees latitude (g = 980.6199 gals.).
 LX1505
 LX1505.The modeled gravity was interpolated from observed gravity values.
 LX1505
 LX1505;                    North         East    Units  Estimated Accuracy
 LX1505;SPC NY E     -   319,740.      197,660.      MT  (+/- 180 meters Scaled)
 LX1505
 LX1505                          SUPERSEDED SURVEY CONTROL
 LX1505
 LX1505  NGVD 29 (??/??/92)   54.411  (m)          178.51   (f) ADJ UNCH    2 0
 LX1505
 LX1505.Superseded values are not recommended for survey control.
 LX1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1505.See file dsdata.txt to determine how the superseded data were derived.
 LX1505
 LX1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM892183(NAD 83)
 LX1505_MARKER: DB = BENCH MARK DISK
 LX1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1505_STAMPING: D 78 1935
 LX1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1505+STABILITY: SURFACE MOTION
 LX1505
 LX1505  HISTORY     - Date     Condition        Report By
 LX1505  HISTORY     - 1935     MONUMENTED       CGS
 LX1505
 LX1505                          STATION DESCRIPTION
 LX1505
 LX1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1505'AT POUGHKEEPSIE.
 LX1505'AT POUGHKEEPSIE, DUTCHESS COUNTY, ABOUT 85 FEET SOUTH OF THE
 LX1505'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, ABOUT 150
 LX1505'FEET WEST OF THE CENTER LINE OF THE WEST TRACK, AND ABOUT 70
 LX1505'FEET EAST OF THE CENTER LINE OF PARKER AVENUE.  A STANDARD DISK,
 LX1505'STAMPED D 78 1935 AND SET IN THE TOP OF A CONCRETE POST
 LX1505'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1506 ***********************************************************************
 LX1506  DESIGNATION -  D 78 RESET
 LX1506  PID         -  LX1506
 LX1506  STATE/COUNTY-  NY/DUTCHESS
 LX1506  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1506
 LX1506                         *CURRENT SURVEY CONTROL
 LX1506  ___________________________________________________________________
 LX1506* NAD 83(1986)-  41 42 42.     (N)    073 55 38.     (W)     SCALED    
 LX1506* NAVD 88     -        54.996  (meters)     180.43   (feet)  ADJUSTED  
 LX1506  ___________________________________________________________________
 LX1506  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX1506  DYNAMIC HT  -          54.976 (meters)     180.37  (feet)  COMP
 LX1506  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LX1506
 LX1506  VERT ORDER  -  FIRST     CLASS II
 LX1506
 LX1506.The horizontal coordinates were scaled from a topographic map and have
 LX1506.an estimated accuracy of +/- 6 seconds.
 LX1506
 LX1506.The orthometric height was determined by differential leveling
 LX1506.and adjusted by the National Geodetic Survey in June 1991..
 LX1506
 LX1506.The geoid height was determined by GEOID03.
 LX1506
 LX1506.The dynamic height is computed by dividing the NAVD 88
 LX1506.geopotential number by the normal gravity value computed on the
 LX1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1506.degrees latitude (g = 980.6199 gals.).
 LX1506
 LX1506.The modeled gravity was interpolated from observed gravity values.
 LX1506
 LX1506;                    North         East    Units  Estimated Accuracy
 LX1506;SPC NY E     -   319,740.      197,660.      MT  (+/- 180 meters Scaled)
 LX1506
 LX1506                          SUPERSEDED SURVEY CONTROL
 LX1506
 LX1506  NGVD 29 (??/??/92)   55.26   (m)          181.3    (f) COMPUTED    1 2
 LX1506
 LX1506.Superseded values are not recommended for survey control.
 LX1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1506.See file dsdata.txt to determine how the superseded data were derived.
 LX1506
 LX1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM892183(NAD 83)
 LX1506_MARKER: DB = BENCH MARK DISK
 LX1506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1506_SP_SET: BRIDGE
 LX1506_STAMPING: D 78 RESET 1958
 LX1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1506
 LX1506  HISTORY     - Date     Condition        Report By
 LX1506  HISTORY     - 1958     MONUMENTED       CGS
 LX1506  HISTORY     - 1963     GOOD             NGS
 LX1506  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX1506  HISTORY     - 19910522 MARK NOT FOUND   USPSQD
 LX1506
 LX1506                          STATION DESCRIPTION
 LX1506
 LX1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LX1506'AT POUGHKEEPSIE.
 LX1506'AT POUGHKEEPSIE, ABOUT 720 FEET EAST OF THE EAST END OF THE NEW
 LX1506'YORK, NEW HAVEN AND HARTFORD RAILROAD BRIDGE WHERE IS PASSES OVER
 LX1506'U.S. HIGHWAY 9, AT THE ELECTRA SUPPLY WAREHOUSE, SET VERTICALLY
 LX1506'IN THE NORTHWEST CORNER, 18 INCHES ABOVE THE GROUND.  A STANDARD
 LX1506'DISK, STAMPED D 78 RESET 1958.
 LX1506
 LX1506                          STATION RECOVERY (1963)
 LX1506
 LX1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1506'RECOVERED IN GOOD CONDITION.
 LX1506
 LX1506                          STATION RECOVERY (1978)
 LX1506
 LX1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1506'NOT RECOVERED. NEW BRICK ON BUILDING.
 LX1506
 LX1506                          STATION RECOVERY (1991)
 LX1506
 LX1506'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0234 ***********************************************************************
 LY0234  DESIGNATION -  D 79
 LY0234  PID         -  LY0234
 LY0234  STATE/COUNTY-  NY/SULLIVAN
 LY0234  USGS QUAD   -  WURTSBORO (1976)
 LY0234
 LY0234                         *CURRENT SURVEY CONTROL
 LY0234  ___________________________________________________________________
 LY0234* NAD 83(1986)-  41 37 06.     (N)    074 27 19.     (W)     SCALED    
 LY0234* NAVD 88     -       166.715  (meters)     546.96   (feet)  ADJUSTED  
 LY0234  ___________________________________________________________________
 LY0234  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY0234  DYNAMIC HT  -         166.649 (meters)     546.75  (feet)  COMP
 LY0234  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 LY0234
 LY0234  VERT ORDER  -  SECOND    CLASS 0
 LY0234
 LY0234.The horizontal coordinates were scaled from a topographic map and have
 LY0234.an estimated accuracy of +/- 6 seconds.
 LY0234
 LY0234.The orthometric height was determined by differential leveling
 LY0234.and adjusted by the National Geodetic Survey in June 1991..
 LY0234
 LY0234.The geoid height was determined by GEOID03.
 LY0234
 LY0234.The dynamic height is computed by dividing the NAVD 88
 LY0234.geopotential number by the normal gravity value computed on the
 LY0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0234.degrees latitude (g = 980.6199 gals.).
 LY0234
 LY0234.The modeled gravity was interpolated from observed gravity values.
 LY0234
 LY0234;                    North         East    Units  Estimated Accuracy
 LY0234;SPC NY E     -   309,210.      153,730.      MT  (+/- 180 meters Scaled)
 LY0234
 LY0234                          SUPERSEDED SURVEY CONTROL
 LY0234
 LY0234.No superseded survey control is available for this station.
 LY0234
 LY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM453075(NAD 83)
 LY0234_MARKER: DB = BENCH MARK DISK
 LY0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0234_SP_SET: WATER COLUMN BASE
 LY0234_STAMPING: D 79 1935
 LY0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0234
 LY0234  HISTORY     - Date     Condition        Report By
 LY0234  HISTORY     - 1935     MONUMENTED       CGS
 LY0234
 LY0234                          STATION DESCRIPTION
 LY0234
 LY0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0234'AT SUMMITVILLE.
 LY0234'AT SUMMITVILLE ON N.Y.O. AND W.R.R. MAIN LINE, 150 FEET NORTH
 LY0234'OF STATION, IN BASE OF WATER COLUMN, 9 FEET EAST OF CENTER LINE
 LY0234'OF NORTHBOUND TRACK, LEVEL WITH TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1027 ***********************************************************************
 PG1027  DESIGNATION -  D 8
 PG1027  PID         -  PG1027
 PG1027  STATE/COUNTY-  NY/CLINTON
 PG1027  USGS QUAD   -  ALTONA (1966)
 PG1027
 PG1027                         *CURRENT SURVEY CONTROL
 PG1027  ___________________________________________________________________
 PG1027* NAD 83(1986)-  44 53 41.     (N)    073 39 21.     (W)     SCALED    
 PG1027* NAVD 88     -       179.361  (meters)     588.45   (feet)  POSTED    
 PG1027  ___________________________________________________________________
 PG1027  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG1027  DYNAMIC HT  -         179.350 (meters)     588.42  (feet)  COMP
 PG1027  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 PG1027
 PG1027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PG1027
 PG1027.The horizontal coordinates were scaled from a topographic map and have
 PG1027.an estimated accuracy of +/- 6 seconds.
 PG1027
 PG1027.The orthometric height was determined by differential leveling
 PG1027.and adjusted by the National Geodetic Survey in 1992..
 PG1027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PG1027.rate of 0.0 thru 1.0 mm/km.
 PG1027
 PG1027.The geoid height was determined by GEOID03.
 PG1027
 PG1027.The dynamic height is computed by dividing the NAVD 88
 PG1027.geopotential number by the normal gravity value computed on the
 PG1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1027.degrees latitude (g = 980.6199 gals.).
 PG1027
 PG1027.The modeled gravity was interpolated from observed gravity values.
 PG1027
 PG1027;                    North         East    Units  Estimated Accuracy
 PG1027;SPC NY E     -   673,520.      216,680.      MT  (+/- 180 meters Scaled)
 PG1027
 PG1027                          SUPERSEDED SURVEY CONTROL
 PG1027
 PG1027  NGVD 29 (??/??/??)  179.476  (m)          588.83   (f) ADJUSTED    1 2
 PG1027
 PG1027.Superseded values are not recommended for survey control.
 PG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1027.See file dsdata.txt to determine how the superseded data were derived.
 PG1027
 PG1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ061721(NAD 83)
 PG1027_MARKER: Q = CHISELED SQUARE
 PG1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1027_SP_SET: CULVERT
 PG1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1027
 PG1027  HISTORY     - Date     Condition        Report By
 PG1027  HISTORY     - UNK      MONUMENTED       CGS
 PG1027  HISTORY     - 1935     MARK NOT FOUND   CGS
 PG1027
 PG1027                          STATION DESCRIPTION
 PG1027
 PG1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1027'IN ALTONA.
 PG1027'AT ALTONA, CLINTON COUNTY, ABOUT 200 FEET WEST OF THE RUTLAND RAILROAD
 PG1027'STATION, ON THE WEST END OF A CULVERT UNDER THE WAGON ROAD AND ON OR
 PG1027'NEAR THE SOUTHWEST CORNER OF THE HEADWALL.  NOTE--THERE IS NO CHISEL
 PG1027'MARK.  6 RAILS WEST OF THE STATION, 22 1/2 FEET SOUTH OF THE SOUTH
 PG1027'RAIL OF THE SOUTH TRACK, AND 2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0895 ***********************************************************************
 LY0895  DESIGNATION -  D 80
 LY0895  PID         -  LY0895
 LY0895  STATE/COUNTY-  NY/SULLIVAN
 LY0895  USGS QUAD   -  ROSCOE (1982)
 LY0895
 LY0895                         *CURRENT SURVEY CONTROL
 LY0895  ___________________________________________________________________
 LY0895* NAD 83(1986)-  41 56 39.     (N)    074 57 31.     (W)     SCALED    
 LY0895* NAVD 88     -       371.687  (meters)    1219.44   (feet)  POSTED    
 LY0895  ___________________________________________________________________
 LY0895  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LY0895  DYNAMIC HT  -         371.550 (meters)    1218.99  (feet)  COMP
 LY0895  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 LY0895
 LY0895  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LY0895
 LY0895.The horizontal coordinates were scaled from a topographic map and have
 LY0895.an estimated accuracy of +/- 6 seconds.
 LY0895
 LY0895.The orthometric height was determined by differential leveling
 LY0895.and adjusted by the National Geodetic Survey in 1992..
 LY0895.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LY0895.rate of 2.1 thru 3.0 mm/km.
 LY0895
 LY0895.The geoid height was determined by GEOID03.
 LY0895
 LY0895.The dynamic height is computed by dividing the NAVD 88
 LY0895.geopotential number by the normal gravity value computed on the
 LY0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0895.degrees latitude (g = 980.6199 gals.).
 LY0895
 LY0895.The modeled gravity was interpolated from observed gravity values.
 LY0895
 LY0895;                    North         East    Units  Estimated Accuracy
 LY0895;SPC NY E     -   345,500.      111,970.      MT  (+/- 180 meters Scaled)
 LY0895
 LY0895                          SUPERSEDED SURVEY CONTROL
 LY0895
 LY0895  NGVD 29 (??/??/92)  371.845  (m)         1219.96   (f) ADJ UNCH    2 0
 LY0895
 LY0895.Superseded values are not recommended for survey control.
 LY0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0895.See file dsdata.txt to determine how the superseded data were derived.
 LY0895
 LY0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM034435(NAD 83)
 LY0895_MARKER: DB = BENCH MARK DISK
 LY0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0895_SP_SET: ABUTMENT
 LY0895_STAMPING: D 80 1935
 LY0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0895
 LY0895  HISTORY     - Date     Condition        Report By
 LY0895  HISTORY     - 1935     MONUMENTED       CGS
 LY0895  HISTORY     - 1971     GOOD             NGS
 LY0895
 LY0895                          STATION DESCRIPTION
 LY0895
 LY0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0895'1.7 MI S FROM COOKS FALLS.
 LY0895'IN SULLIVAN COUNTY, ABOUT 1.7 MILES SOUTH ALONG THE NEW YORK,
 LY0895'ONTARIO AND WESTERN RAILWAY FROM THE STATION AT COOKS FALLS,
 LY0895'DELAWARE COUNTY, ABOUT 0.9 MILE SOUTH OF MILEPOST 140, AT
 LY0895'BRIDGE 153, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT,
 LY0895'12 FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND
 LY0895'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 80
 LY0895'1935.
 LY0895
 LY0895                          STATION RECOVERY (1971)
 LY0895
 LY0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LY0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0873 ***********************************************************************
 NA0873  DESIGNATION -  D 81
 NA0873  PID         -  NA0873
 NA0873  STATE/COUNTY-  NY/SCHOHARIE
 NA0873  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0873
 NA0873                         *CURRENT SURVEY CONTROL
 NA0873  ___________________________________________________________________
 NA0873* NAD 83(1986)-  42 42 09.     (N)    074 34 57.     (W)     SCALED    
 NA0873* NAVD 88     -       348.485  (meters)    1143.32   (feet)  ADJUSTED  
 NA0873  ___________________________________________________________________
 NA0873  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NA0873  DYNAMIC HT  -         348.369 (meters)    1142.94  (feet)  COMP
 NA0873  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NA0873
 NA0873  VERT ORDER  -  SECOND    CLASS 0
 NA0873
 NA0873.The horizontal coordinates were scaled from a topographic map and have
 NA0873.an estimated accuracy of +/- 6 seconds.
 NA0873
 NA0873.The orthometric height was determined by differential leveling
 NA0873.and adjusted by the National Geodetic Survey in June 1991..
 NA0873
 NA0873.The geoid height was determined by GEOID03.
 NA0873
 NA0873.The dynamic height is computed by dividing the NAVD 88
 NA0873.geopotential number by the normal gravity value computed on the
 NA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0873.degrees latitude (g = 980.6199 gals.).
 NA0873
 NA0873.The modeled gravity was interpolated from observed gravity values.
 NA0873
 NA0873;                    North         East    Units  Estimated Accuracy
 NA0873;SPC NY E     -   429,630.      143,240.      MT  (+/- 180 meters Scaled)
 NA0873
 NA0873                          SUPERSEDED SURVEY CONTROL
 NA0873
 NA0873  NGVD 29 (??/??/92)  348.611  (m)         1143.73   (f) ADJ UNCH    2 0
 NA0873
 NA0873.Superseded values are not recommended for survey control.
 NA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0873.See file dsdata.txt to determine how the superseded data were derived.
 NA0873
 NA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN341278(NAD 83)
 NA0873_MARKER: DB = BENCH MARK DISK
 NA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0873_STAMPING: D 81 1935
 NA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0873+STABILITY: SURFACE MOTION
 NA0873
 NA0873  HISTORY     - Date     Condition        Report By
 NA0873  HISTORY     - 1935     MONUMENTED       CGS
 NA0873  HISTORY     - 1942     GOOD             NGS
 NA0873
 NA0873                          STATION DESCRIPTION
 NA0873
 NA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0873'2.1 MI NW FROM HYNDSVILLE.
 NA0873'ABOUT 2.1 MILES NORTHWEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 NA0873'THE RAILROAD STATION AT HYNDSVILLE, AT A GRAVEL ROAD CROSSING, 56
 NA0873'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 43 FEET NORTHWEST
 NA0873'OF THE CENTER LINE OF A Y INTERSECTION OF GRAVEL ROADS, AND ABOUT 3
 NA0873'FEET SOUTHEAST OF THE CENTER OF A PASTURE GATE.  A DISK, SET IN THE
 NA0873'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0565 ***********************************************************************
 NA0565  DESIGNATION -  D 83
 NA0565  PID         -  NA0565
 NA0565  STATE/COUNTY-  NY/DELAWARE
 NA0565  USGS QUAD   -  BLOOMVILLE (1981)
 NA0565
 NA0565                         *CURRENT SURVEY CONTROL
 NA0565  ___________________________________________________________________
 NA0565* NAD 83(1986)-  42 19 56.     (N)    074 47 49.     (W)     SCALED    
 NA0565* NAVD 88     -       447.334  (meters)    1467.63   (feet)  ADJUSTED  
 NA0565  ___________________________________________________________________
 NA0565  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 NA0565  DYNAMIC HT  -         447.177 (meters)    1467.11  (feet)  COMP
 NA0565  MODELED GRAV-     980,255.3   (mgal)                       NAVD 88
 NA0565
 NA0565  VERT ORDER  -  SECOND    CLASS 0
 NA0565
 NA0565.The horizontal coordinates were scaled from a topographic map and have
 NA0565.an estimated accuracy of +/- 6 seconds.
 NA0565
 NA0565.The orthometric height was determined by differential leveling
 NA0565.and adjusted by the National Geodetic Survey in June 1991..
 NA0565
 NA0565.The geoid height was determined by GEOID03.
 NA0565
 NA0565.The dynamic height is computed by dividing the NAVD 88
 NA0565.geopotential number by the normal gravity value computed on the
 NA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0565.degrees latitude (g = 980.6199 gals.).
 NA0565
 NA0565.The modeled gravity was interpolated from observed gravity values.
 NA0565
 NA0565;                    North         East    Units  Estimated Accuracy
 NA0565;SPC NY E     -   388,540.      125,530.      MT  (+/- 180 meters Scaled)
 NA0565
 NA0565                          SUPERSEDED SURVEY CONTROL
 NA0565
 NA0565  NGVD 29 (??/??/92)  447.498  (m)         1468.17   (f) ADJ UNCH    2 0
 NA0565
 NA0565.Superseded values are not recommended for survey control.
 NA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0565.See file dsdata.txt to determine how the superseded data were derived.
 NA0565
 NA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM167866(NAD 83)
 NA0565_MARKER: DB = BENCH MARK DISK
 NA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0565_STAMPING: D 83 1935
 NA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0565+STABILITY: SURFACE MOTION
 NA0565
 NA0565  HISTORY     - Date     Condition        Report By
 NA0565  HISTORY     - 1935     MONUMENTED       CGS
 NA0565
 NA0565                          STATION DESCRIPTION
 NA0565
 NA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0565'0.5 MI NE FROM BLOOMVILLE.
 NA0565'0.5 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NA0565'STATION AT BLOOMVILLE, DELAWARE COUNTY, 830 FEET NORTHEAST OF
 NA0565'MILEPOST K 86, 90 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 NA0565'10, 35 FEET NORTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING, 15 FEET
 NA0565'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTHEAST OF THE WIRE
 NA0565'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 NA0565'STAMPED D 83 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 NA0565'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0043 ***********************************************************************
 NC0043  DESIGNATION -  D 85
 NC0043  PID         -  NC0043
 NC0043  STATE/COUNTY-  NY/WYOMING
 NC0043  USGS QUAD   -  JOHNSONBURG (1966)
 NC0043
 NC0043                         *CURRENT SURVEY CONTROL
 NC0043  ___________________________________________________________________
 NC0043* NAD 83(1986)-  42 40 32.     (N)    078 22 20.     (W)     SCALED    
 NC0043* NAVD 88     -       453.520  (meters)    1487.92   (feet)  ADJUSTED  
 NC0043  ___________________________________________________________________
 NC0043  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NC0043  DYNAMIC HT  -         453.366 (meters)    1487.42  (feet)  COMP
 NC0043  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 NC0043
 NC0043  VERT ORDER  -  SECOND    CLASS 0
 NC0043
 NC0043.The horizontal coordinates were scaled from a topographic map and have
 NC0043.an estimated accuracy of +/- 6 seconds.
 NC0043
 NC0043.The orthometric height was determined by differential leveling
 NC0043.and adjusted by the National Geodetic Survey in June 1991..
 NC0043
 NC0043.The geoid height was determined by GEOID03.
 NC0043
 NC0043.The dynamic height is computed by dividing the NAVD 88
 NC0043.geopotential number by the normal gravity value computed on the
 NC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0043.degrees latitude (g = 980.6199 gals.).
 NC0043
 NC0043.The modeled gravity was interpolated from observed gravity values.
 NC0043
 NC0043;                    North         East    Units  Estimated Accuracy
 NC0043;SPC NY W     -   297,150.      367,300.      MT  (+/- 180 meters Scaled)
 NC0043
 NC0043                          SUPERSEDED SURVEY CONTROL
 NC0043
 NC0043  NGVD 29 (??/??/92)  453.645  (m)         1488.33   (f) ADJ UNCH    2 0
 NC0043
 NC0043.Superseded values are not recommended for survey control.
 NC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0043.See file dsdata.txt to determine how the superseded data were derived.
 NC0043
 NC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH153281(NAD 83)
 NC0043_MARKER: DB = BENCH MARK DISK
 NC0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0043_STAMPING: D 85 1935
 NC0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0043+STABILITY: SURFACE MOTION
 NC0043
 NC0043  HISTORY     - Date     Condition        Report By
 NC0043  HISTORY     - 1935     MONUMENTED       CGS
 NC0043
 NC0043                          STATION DESCRIPTION
 NC0043
 NC0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0043'1.6 MI S FROM NORTH JAVA.
 NC0043'1.6 MILES SOUTH OF NORTH JAVA ON A. AND A.R.R. AT GALLAHER CROSSING 30
 NC0043'FEET SOUTHWEST OF GRADE CROSSING 20 FEET WEST OF CENTER LINE OF TRACK
 NC0043'20 FEET SOUTH OF CENTER LINE OF ROADWAY 1 1/2 FEET BELOW TOP OF RAIL A
 NC0043'CONCRETE POST WITH 6 IN. PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0132 ***********************************************************************
 NC0132  DESIGNATION -  D 86
 NC0132  PID         -  NC0132
 NC0132  STATE/COUNTY-  NY/ALLEGANY
 NC0132  USGS QUAD   -  ANGELICA (1978)
 NC0132
 NC0132                         *CURRENT SURVEY CONTROL
 NC0132  ___________________________________________________________________
 NC0132* NAD 83(1986)-  42 17 09.     (N)    078 03 54.     (W)     SCALED    
 NC0132* NAVD 88     -       405.363  (meters)    1329.93   (feet)  ADJUSTED  
 NC0132  ___________________________________________________________________
 NC0132  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 NC0132  DYNAMIC HT  -         405.219 (meters)    1329.46  (feet)  COMP
 NC0132  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 NC0132
 NC0132  VERT ORDER  -  SECOND    CLASS 0
 NC0132
 NC0132.The horizontal coordinates were scaled from a topographic map and have
 NC0132.an estimated accuracy of +/- 6 seconds.
 NC0132
 NC0132.The orthometric height was determined by differential leveling
 NC0132.and adjusted by the National Geodetic Survey in June 1991..
 NC0132
 NC0132.The geoid height was determined by GEOID03.
 NC0132
 NC0132.The dynamic height is computed by dividing the NAVD 88
 NC0132.geopotential number by the normal gravity value computed on the
 NC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0132.degrees latitude (g = 980.6199 gals.).
 NC0132
 NC0132.The modeled gravity was interpolated from observed gravity values.
 NC0132
 NC0132;                    North         East    Units  Estimated Accuracy
 NC0132;SPC NY W     -   253,970.      392,750.      MT  (+/- 180 meters Scaled)
 NC0132
 NC0132                          SUPERSEDED SURVEY CONTROL
 NC0132
 NC0132  NGVD 29 (??/??/92)  405.514  (m)         1330.42   (f) ADJ UNCH    2 0
 NC0132
 NC0132.Superseded values are not recommended for survey control.
 NC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0132.See file dsdata.txt to determine how the superseded data were derived.
 NC0132
 NC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG419856(NAD 83)
 NC0132_MARKER: DB = BENCH MARK DISK
 NC0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0132_STAMPING: D 86 1935
 NC0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0132+STABILITY: SURFACE MOTION
 NC0132
 NC0132  HISTORY     - Date     Condition        Report By
 NC0132  HISTORY     - 1935     MONUMENTED       CGS
 NC0132  HISTORY     - 1962     MARK NOT FOUND   NYGS
 NC0132
 NC0132                          STATION DESCRIPTION
 NC0132
 NC0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0132'2.7 MI N FROM BELVIDERE.
 NC0132'2.7 MILES NORTH OF BELVIDERE ON STATE HIGHWAY 19 45 FEET SOUTHWEST OF
 NC0132'INTERSECTION OF WAGNER FARM CATTLE CROSSING 17 FEET SOUTHWEST OF
 NC0132'SOUTHWEST CORNER OF CONCRETE CULVERT 9 FEET WEST OF TELEGRAPH POLE 30
 NC0132'FEET WEST OF CENTER LINE OF HIGHWAY 1 FOOT ABOVE FINISHED GRADE A
 NC0132'CONCRETE POST WITH 6 IN. PROJ.
 NC0132
 NC0132                          STATION RECOVERY (1962)
 NC0132
 NC0132'RECOVERY NOTE BY NEW YORK GEODETIC SURVEY 1962
 NC0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0565 ***********************************************************************
 NC0565  DESIGNATION -  D 88
 NC0565  PID         -  NC0565
 NC0565  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0565  USGS QUAD   -  DUNKIRK (1979)
 NC0565
 NC0565                         *CURRENT SURVEY CONTROL
 NC0565  ___________________________________________________________________
 NC0565* NAD 83(1986)-  42 24 19.     (N)    079 21 18.     (W)     SCALED    
 NC0565* NAVD 88     -       302.727  (meters)     993.20   (feet)  ADJUSTED  
 NC0565  ___________________________________________________________________
 NC0565  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NC0565  DYNAMIC HT  -         302.621 (meters)     992.85  (feet)  COMP
 NC0565  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 NC0565
 NC0565  VERT ORDER  -  SECOND    CLASS 0
 NC0565
 NC0565.The horizontal coordinates were scaled from a topographic map and have
 NC0565.an estimated accuracy of +/- 6 seconds.
 NC0565
 NC0565.The orthometric height was determined by differential leveling
 NC0565.and adjusted by the National Geodetic Survey in November 1993..
 NC0565
 NC0565.The geoid height was determined by GEOID03.
 NC0565
 NC0565.The dynamic height is computed by dividing the NAVD 88
 NC0565.geopotential number by the normal gravity value computed on the
 NC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0565.degrees latitude (g = 980.6199 gals.).
 NC0565
 NC0565.The modeled gravity was interpolated from observed gravity values.
 NC0565
 NC0565;                    North         East    Units  Estimated Accuracy
 NC0565;SPC NY W     -   267,400.      286,480.      MT  (+/- 180 meters Scaled)
 NC0565
 NC0565                          SUPERSEDED SURVEY CONTROL
 NC0565
 NC0565  NAVD 88 (06/15/91)  302.696  (m)          993.10   (f) UNKNOWN     2 0
 NC0565  NGVD 29 (??/??/92)  302.862  (m)          993.64   (f) ADJ UNCH    2 0
 NC0565
 NC0565.Superseded values are not recommended for survey control.
 NC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0565.See file dsdata.txt to determine how the superseded data were derived.
 NC0565
 NC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG353960(NAD 83)
 NC0565_MARKER: DB = BENCH MARK DISK
 NC0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0565_STAMPING: D 88 1935
 NC0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0565+STABILITY: SURFACE MOTION
 NC0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0565+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 NC0565
 NC0565  HISTORY     - Date     Condition        Report By
 NC0565  HISTORY     - 1935     MONUMENTED       CGS
 NC0565  HISTORY     - 19990418 GOOD             USPSQD
 NC0565  HISTORY     - 20020710 GOOD             DLB
 NC0565  HISTORY     - 20020722 GOOD             INDIV
 NC0565
 NC0565                          STATION DESCRIPTION
 NC0565
 NC0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0565'IN NORTONS.
 NC0565'AT NORTONS ON N.Y.C.R.R. (WARREN BRANCH) 200 FEET NORTH OF STATION 30
 NC0565'FEET SOUTH OF STATION 380 AT PRIVATE CROSSING 22 FEET NORTH OF CENTER
 NC0565'LINE OF ROAD 38 FEET WEST OF WEST RAIL 1 FOOT BELOW TOP OF RAIL 2 FEET
 NC0565'EAST OF SOUTHEAST CORNER POST OF GRAPE VINEYARD A CONCRETE POST WITH 5
 NC0565'IN. PROJ.
 NC0565
 NC0565                          STATION RECOVERY (1999)
 NC0565
 NC0565'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0565'RECOVERED IN GOOD CONDITION.
 NC0565
 NC0565                          STATION RECOVERY (2002)
 NC0565
 NC0565'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2002 (DLB)
 NC0565'CARSONITE MARKER SET 1 FOOT WEST OF MONUMENT WHICH WAS OBSERVED WITH
 NC0565'SINGLE FREQUENCY GPS AS BEING AT N 42 24 18.91206, W 079 21 18.06360
 NC0565'AND LOCATED 25.6 FEET EAST OF THE NORTHERLY 3 STORY WOOD FRAME CHICKEN
 NC0565'BARN, 66.8 FT. NORTHEASTERLY FROM THE SE BARN CORNER, AND 86.8 FT.
 NC0565'SOUTHEASTERLY FROM THE NE BARN CORNER.
 NC0565
 NC0565                          STATION RECOVERY (2002)
 NC0565
 NC0565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DLB)
 NC0565'SUITABLE FOR GPS OBSERVATIONS. THE RAILROAD STATION AND TRACKS ARE
 NC0565'GONE. A CARSONITE WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.  DAN
 NC0565'BARRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0608 ***********************************************************************
 NC0608  DESIGNATION -  D 89
 NC0608  PID         -  NC0608
 NC0608  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0608  USGS QUAD   -  PANAMA (1976)
 NC0608
 NC0608                         *CURRENT SURVEY CONTROL
 NC0608  ___________________________________________________________________
 NC0608* NAD 83(1986)-  42 00 10.     (N)    079 27 50.     (W)     SCALED    
 NC0608* NAVD 88     -       445.918  (meters)    1462.98   (feet)  ADJUSTED  
 NC0608  ___________________________________________________________________
 NC0608  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NC0608  DYNAMIC HT  -         445.742 (meters)    1462.41  (feet)  COMP
 NC0608  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 NC0608
 NC0608  VERT ORDER  -  SECOND    CLASS II
 NC0608
 NC0608.The horizontal coordinates were scaled from a topographic map and have
 NC0608.an estimated accuracy of +/- 6 seconds.
 NC0608
 NC0608.The orthometric height was determined by differential leveling
 NC0608.and adjusted by the National Geodetic Survey in June 1991..
 NC0608
 NC0608.The geoid height was determined by GEOID03.
 NC0608
 NC0608.The dynamic height is computed by dividing the NAVD 88
 NC0608.geopotential number by the normal gravity value computed on the
 NC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0608.degrees latitude (g = 980.6199 gals.).
 NC0608
 NC0608.The modeled gravity was interpolated from observed gravity values.
 NC0608
 NC0608;                    North         East    Units  Estimated Accuracy
 NC0608;SPC NY W     -   222,780.      277,050.      MT  (+/- 180 meters Scaled)
 NC0608
 NC0608                          SUPERSEDED SURVEY CONTROL
 NC0608
 NC0608  NGVD 29 (??/??/92)  446.066  (m)         1463.47   (f) ADJ UNCH    2 0
 NC0608
 NC0608.Superseded values are not recommended for survey control.
 NC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0608.See file dsdata.txt to determine how the superseded data were derived.
 NC0608
 NC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG272512(NAD 83)
 NC0608_MARKER: DB = BENCH MARK DISK
 NC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0608_STAMPING: D 89 1935
 NC0608_MARK LOGO: NONE  
 NC0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0608+STABILITY: SURFACE MOTION
 NC0608
 NC0608  HISTORY     - Date     Condition        Report By
 NC0608  HISTORY     - 1935     MONUMENTED       CGS
 NC0608  HISTORY     - 19961110 MARK NOT FOUND   USPSQD
 NC0608  HISTORY     - 2003     GOOD             TVGA
 NC0608
 NC0608                          STATION DESCRIPTION
 NC0608
 NC0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0608'1.1 MI SW FROM NIOBE.
 NC0608'1.1 MILES SOUTHWEST OF NIOBE ON ERIE R.R. (WESTBOUND TRACK) 940 FEET
 NC0608'EAST OF MILE POST NO. 49 2000 FEET NORTHEAST OF N. Y. AND PENNA. STATE
 NC0608'LINES AT MACADAM AND CONCRETE ROAD CROSSING 45 FEET NORTH OF NORTH
 NC0608'RAIL 33 FEET EAST OF CENTER LINE OF ROAD 14 FEET SOUTH OF POWER LINE
 NC0608'POLE NO. NL 150 LEVEL WITH TOP OF RAIL A CONCRETE POST WITH 6 IN.
 NC0608'PROJ.
 NC0608
 NC0608                          STATION RECOVERY (1996)
 NC0608
 NC0608'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0608'MARK NOT FOUND.
 NC0608
 NC0608                          STATION RECOVERY (2003)
 NC0608
 NC0608'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2003 (DD)
 NC0608'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0062 ***********************************************************************
 PH0062  DESIGNATION -  D 9
 PH0062  PID         -  PH0062
 PH0062  STATE/COUNTY-  NY/FRANKLIN
 PH0062  USGS QUAD   -  BURKE (1993)
 PH0062
 PH0062                         *CURRENT SURVEY CONTROL
 PH0062  ___________________________________________________________________
 PH0062* NAD 83(1986)-  44 54 10.     (N)    074 10 09.     (W)     SCALED    
 PH0062* NAVD 88     -       267.206  (meters)     876.66   (feet)  POSTED    
 PH0062  ___________________________________________________________________
 PH0062  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 PH0062  DYNAMIC HT  -         267.190 (meters)     876.61  (feet)  COMP
 PH0062  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 PH0062
 PH0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PH0062
 PH0062.The horizontal coordinates were scaled from a topographic map and have
 PH0062.an estimated accuracy of +/- 6 seconds.
 PH0062
 PH0062.The orthometric height was determined by differential leveling
 PH0062.and adjusted by the National Geodetic Survey in 1992..
 PH0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PH0062.rate of 0.0 thru 1.0 mm/km.
 PH0062
 PH0062.The geoid height was determined by GEOID03.
 PH0062
 PH0062.The dynamic height is computed by dividing the NAVD 88
 PH0062.geopotential number by the normal gravity value computed on the
 PH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0062.degrees latitude (g = 980.6199 gals.).
 PH0062
 PH0062.The modeled gravity was interpolated from observed gravity values.
 PH0062
 PH0062;                    North         East    Units  Estimated Accuracy
 PH0062;SPC NY E     -   674,120.      176,130.      MT  (+/- 180 meters Scaled)
 PH0062
 PH0062                          SUPERSEDED SURVEY CONTROL
 PH0062
 PH0062  NGVD 29 (??/??/92)  267.286  (m)          876.92   (f) ADJ UNCH    1 2
 PH0062
 PH0062.Superseded values are not recommended for survey control.
 PH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0062.See file dsdata.txt to determine how the superseded data were derived.
 PH0062
 PH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ655724(NAD 83)
 PH0062_MARKER: Q = CHISELED SQUARE
 PH0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0062_SP_SET: STEP
 PH0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0062
 PH0062  HISTORY     - Date     Condition        Report By
 PH0062  HISTORY     - UNK      MONUMENTED       CGS
 PH0062  HISTORY     - 1935     MARK NOT FOUND   NGS
 PH0062
 PH0062                          STATION DESCRIPTION
 PH0062
 PH0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PH0062'IN BURKE.
 PH0062'AT BURKE, FRANKLIN COUNTY, ON THE FRONT OF THE RUTLAND RAILROAD
 PH0062'STATION AND IN THE SOUTHEAST CORNER OF THE STEP AT THE WAITING ROOM. A
 PH0062'CHISELED SQUARE, MARKED WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0314 ***********************************************************************
 NB0314  DESIGNATION -  D 91
 NB0314  PID         -  NB0314
 NB0314  STATE/COUNTY-  NY/TOMPKINS
 NB0314  USGS QUAD   -  ITHACA EAST (1978)
 NB0314
 NB0314                         *CURRENT SURVEY CONTROL
 NB0314  ___________________________________________________________________
 NB0314* NAD 83(1986)-  42 28 02.     (N)    076 27 57.     (W)     SCALED    
 NB0314* NAVD 88     -       294.425  (meters)     965.96   (feet)  ADJUSTED  
 NB0314  ___________________________________________________________________
 NB0314  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NB0314  DYNAMIC HT  -         294.326 (meters)     965.63  (feet)  COMP
 NB0314  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NB0314
 NB0314  VERT ORDER  -  FIRST     CLASS II
 NB0314
 NB0314.The horizontal coordinates were scaled from a topographic map and have
 NB0314.an estimated accuracy of +/- 6 seconds.
 NB0314
 NB0314.The orthometric height was determined by differential leveling
 NB0314.and adjusted by the National Geodetic Survey in June 1991..
 NB0314
 NB0314.The geoid height was determined by GEOID03.
 NB0314
 NB0314.The dynamic height is computed by dividing the NAVD 88
 NB0314.geopotential number by the normal gravity value computed on the
 NB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0314.degrees latitude (g = 980.6199 gals.).
 NB0314
 NB0314.The modeled gravity was interpolated from observed gravity values.
 NB0314
 NB0314;                    North         East    Units  Estimated Accuracy
 NB0314;SPC NY C     -   274,000.      259,660.      MT  (+/- 180 meters Scaled)
 NB0314
 NB0314                          SUPERSEDED SURVEY CONTROL
 NB0314
 NB0314  NGVD 29 (??/??/92)  294.585  (m)          966.48   (f) ADJ UNCH    1 2
 NB0314
 NB0314.Superseded values are not recommended for survey control.
 NB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0314.See file dsdata.txt to determine how the superseded data were derived.
 NB0314
 NB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN794026(NAD 83)
 NB0314_MARKER: DB = BENCH MARK DISK
 NB0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0314_STAMPING: D 91 1964
 NB0314_MARK LOGO: CGS   
 NB0314_PROJECTION: RECESSED 15 CENTIMETERS
 NB0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0314+STABILITY: SURFACE MOTION
 NB0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB0314+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 NB0314
 NB0314  HISTORY     - Date     Condition        Report By
 NB0314  HISTORY     - 1964     MONUMENTED       CGS
 NB0314  HISTORY     - 1982     GOOD             NGS
 NB0314  HISTORY     - 20010331 GOOD             NGS
 NB0314  HISTORY     - 20040503 GOOD             TVGA
 NB0314  HISTORY     - 20060618 GOOD             USPSQD
 NB0314
 NB0314                          STATION DESCRIPTION
 NB0314
 NB0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NB0314'AT ITHACA.
 NB0314'THE STATION IS AT THE INTERSECTION OF WARREN ROAD AND HANSHAW ROAD.
 NB0314'IT IS A STANDARD DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE
 NB0314'GROUND. IT IS IN THE SOUTHWEST CORNER OF A LAWN OWNED BY A MR. FLORI.
 NB0314'IT IS 26 FEET NORTH OF THE CENTERLINE OF HANSHAW ROAD, 47 FEET EAST
 NB0314'OF THE CENTERLINE OF WARREN ROAD, AND 64 FEET NORTHEAST OF THE
 NB0314'INTERSECTION OF WARREN ROAD AND HANSHAW ROAD.
 NB0314
 NB0314                          STATION RECOVERY (1982)
 NB0314
 NB0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0314'RECOVERED IN GOOD CONDITION.  ADD 6.20 METERS (20.3 FT)
 NB0314'SOUTHEAST OF A FIRE HYDRANT, 4.08 METERS (13.4 FT) WEST OF
 NB0314'THE WESTERLY ONE OF A ROW OF EVERGREEN TREES,
 NB0314'OMIT--47 FEET EAST OF THE CENTERLINE OF WARREN ROAD.
 NB0314'CHANGE--13.90 METERS (45.6 FT) EAST OF THE CENTERLINE OF
 NB0314'WARREN ROAD, CHANGE--FLUSH WITH THE GROUND TO RECESSED
 NB0314'15 CM (6 INCHES).
 NB0314
 NB0314                          STATION RECOVERY (2001)
 NB0314
 NB0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NB0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NB0314
 NB0314                          STATION RECOVERY (2004)
 NB0314
 NB0314'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (GJB)
 NB0314'RECOVERED AS DESCRIBED.
 NB0314
 NB0314                          STATION RECOVERY (2006)
 NB0314
 NB0314'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 NB0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0770 ***********************************************************************
 PH0770  DESIGNATION -  D 93
 PH0770  PID         -  PH0770
 PH0770  STATE/COUNTY-  NY/ST LAWRENCE
 PH0770  USGS QUAD   -  OGDENSBURG EAST (1963)
 PH0770
 PH0770                         *CURRENT SURVEY CONTROL
 PH0770  ___________________________________________________________________
 PH0770* NAD 83(1986)-  44 40 43.     (N)    075 28 36.     (W)     SCALED    
 PH0770* NAVD 88     -        86.638  (meters)     284.24   (feet)  ADJUSTED  
 PH0770  ___________________________________________________________________
 PH0770  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 PH0770  DYNAMIC HT  -          86.632 (meters)     284.23  (feet)  COMP
 PH0770  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 PH0770
 PH0770  VERT ORDER  -  SECOND    CLASS 0
 PH0770
 PH0770.This mark is at Ogdensburg Airport (OGS)
 PH0770
 PH0770.The horizontal coordinates were scaled from a topographic map and have
 PH0770.an estimated accuracy of +/- 6 seconds.
 PH0770
 PH0770.The orthometric height was determined by differential leveling
 PH0770.and adjusted by the National Geodetic Survey in June 1991..
 PH0770
 PH0770.The geoid height was determined by GEOID03.
 PH0770
 PH0770.The dynamic height is computed by dividing the NAVD 88
 PH0770.geopotential number by the normal gravity value computed on the
 PH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0770.degrees latitude (g = 980.6199 gals.).
 PH0770
 PH0770.The modeled gravity was interpolated from observed gravity values.
 PH0770
 PH0770;                    North         East    Units  Estimated Accuracy
 PH0770;SPC NY E     -   649,630.       72,570.      MT  (+/- 180 meters Scaled)
 PH0770
 PH0770                          SUPERSEDED SURVEY CONTROL
 PH0770
 PH0770  NGVD 29 (??/??/92)   86.761  (m)          284.65   (f) ADJ UNCH    2 0
 PH0770
 PH0770.Superseded values are not recommended for survey control.
 PH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0770.See file dsdata.txt to determine how the superseded data were derived.
 PH0770
 PH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ622473(NAD 83)
 PH0770_MARKER: DB = BENCH MARK DISK
 PH0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0770_SP_SET: BUILDING
 PH0770_STAMPING: D 93 1966
 PH0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0770
 PH0770  HISTORY     - Date     Condition        Report By
 PH0770  HISTORY     - 1966     MONUMENTED       CGS
 PH0770  HISTORY     - 1975     GOOD             NGS
 PH0770  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH0770
 PH0770                          STATION DESCRIPTION
 PH0770
 PH0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PH0770'1.3 MI SE FROM OGDENSBURG.
 PH0770'LOCATED 1.3 MILES SOUTHEAST OF THE POSTOFFICE IN OGDENSBURG, ALONG
 PH0770'STATE HIGHWAY 87, AT THE OGDENSBURG MUNUCIPAL AIRPORT, AT THE
 PH0770'NORTHEAST CORNER OF A RAISED WALKWAY ALONG THE NORTH SIDE OF THE
 PH0770'COMBINATION HANGAR AND TERMINAL BUILDING, 1.0 FEET WEST OF THE EAST
 PH0770'EDGE, 0.55 FEET SOUTH OF THE NORTH EDGE AND 1.0 FEET NORTHWEST OF THE
 PH0770'CORNER FENCE POST. A STANDARD DISK STAMPED D 93 1966 SET IN A DRILL
 PH0770'HOLE.
 PH0770
 PH0770                          STATION RECOVERY (1975)
 PH0770
 PH0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0770'RECOVERED IN GOOD CONDITION.
 PH0770
 PH0770                          STATION RECOVERY (1989)
 PH0770
 PH0770'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0850 ***********************************************************************
 NB0850  DESIGNATION -  D 95
 NB0850  PID         -  NB0850
 NB0850  STATE/COUNTY-  NY/ONTARIO
 NB0850  USGS QUAD   -  VICTOR (1978)
 NB0850
 NB0850                         *CURRENT SURVEY CONTROL
 NB0850  ___________________________________________________________________
 NB0850* NAD 83(1986)-  42 54 37.     (N)    077 25 59.     (W)     SCALED    
 NB0850* NAVD 88     -       262.434  (meters)     861.00   (feet)  ADJUSTED  
 NB0850  ___________________________________________________________________
 NB0850  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NB0850  DYNAMIC HT  -         262.356 (meters)     860.75  (feet)  COMP
 NB0850  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 NB0850
 NB0850  VERT ORDER  -  SECOND    CLASS 0
 NB0850
 NB0850.The horizontal coordinates were scaled from a topographic map and have
 NB0850.an estimated accuracy of +/- 6 seconds.
 NB0850
 NB0850.The orthometric height was determined by differential leveling
 NB0850.and adjusted by the National Geodetic Survey in June 1991..
 NB0850
 NB0850.The geoid height was determined by GEOID03.
 NB0850
 NB0850.The dynamic height is computed by dividing the NAVD 88
 NB0850.geopotential number by the normal gravity value computed on the
 NB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0850.degrees latitude (g = 980.6199 gals.).
 NB0850
 NB0850.The modeled gravity was interpolated from observed gravity values.
 NB0850
 NB0850;                    North         East    Units  Estimated Accuracy
 NB0850;SPC NY C     -   323,550.      180,620.      MT  (+/- 180 meters Scaled)
 NB0850
 NB0850                          SUPERSEDED SURVEY CONTROL
 NB0850
 NB0850  NGVD 29 (??/??/92)  262.566  (m)          861.44   (f) ADJ UNCH    2 0
 NB0850
 NB0850.Superseded values are not recommended for survey control.
 NB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0850.See file dsdata.txt to determine how the superseded data were derived.
 NB0850
 NB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN013537(NAD 83)
 NB0850_MARKER: DB = BENCH MARK DISK
 NB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0850_STAMPING: D 95 1935
 NB0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0850+STABILITY: SURFACE MOTION
 NB0850
 NB0850  HISTORY     - Date     Condition        Report By
 NB0850  HISTORY     - 1935     MONUMENTED       CGS
 NB0850  HISTORY     - 1942     GOOD             NGS
 NB0850  HISTORY     - 1971     MARK NOT FOUND   USGS
 NB0850  HISTORY     - 19970511 MARK NOT FOUND   USPSQD
 NB0850  HISTORY     - 20050612 MARK NOT FOUND   USPSQD
 NB0850
 NB0850                          STATION DESCRIPTION
 NB0850
 NB0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0850'1.0 MI NW FROM HOLCOMB.
 NB0850'TO REACH FROM THE STATION AT HOLCOMB, PROCEED 1.0 MILE NORTHWEST
 NB0850'ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD TO A DIRT ROAD CROSSING
 NB0850'AND SITE OF BENCH MARK. BENCH MARK IS ABOUT 29.0 FEET SOUTHEAST
 NB0850'OF A DIRT ROAD, AND 23.0 FEET SOUTHWEST OF AND ABOUT 3.0 FEET ABOVE
 NB0850'THE CENTERLINE OF RAILROAD BED. MONUMENT IS 2.0 FEET WEST OF A
 NB0850'4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.3 FOOT. A DISK
 NB0850'SET HORIZONTALLY IN TOP OF A PRECAST CONCRETE POST. NOTE--ALL TIES
 NB0850'ARE REMOVED.
 NB0850
 NB0850                          STATION RECOVERY (1971)
 NB0850
 NB0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NB0850'MARK NOT FOUND.
 NB0850
 NB0850                          STATION RECOVERY (1997)
 NB0850
 NB0850'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB0850'MARK NOT FOUND.
 NB0850
 NB0850                          STATION RECOVERY (2005)
 NB0850
 NB0850'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1123 ***********************************************************************
 NB1123  DESIGNATION -  D 96
 NB1123  PID         -  NB1123
 NB1123  STATE/COUNTY-  NY/STEUBEN
 NB1123  USGS QUAD   -  BATH (1978)
 NB1123
 NB1123                         *CURRENT SURVEY CONTROL
 NB1123  ___________________________________________________________________
 NB1123* NAD 83(1986)-  42 18 45.     (N)    077 16 38.     (W)     SCALED    
 NB1123* NAVD 88     -       331.489  (meters)    1087.56   (feet)  ADJUSTED  
 NB1123  ___________________________________________________________________
 NB1123  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 NB1123  DYNAMIC HT  -         331.370 (meters)    1087.17  (feet)  COMP
 NB1123  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 NB1123
 NB1123  VERT ORDER  -  SECOND    CLASS 0
 NB1123
 NB1123.The horizontal coordinates were scaled from a topographic map and have
 NB1123.an estimated accuracy of +/- 6 seconds.
 NB1123
 NB1123.The orthometric height was determined by differential leveling
 NB1123.and adjusted by the National Geodetic Survey in June 1991..
 NB1123
 NB1123.The geoid height was determined by GEOID03.
 NB1123
 NB1123.The dynamic height is computed by dividing the NAVD 88
 NB1123.geopotential number by the normal gravity value computed on the
 NB1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1123.degrees latitude (g = 980.6199 gals.).
 NB1123
 NB1123.The modeled gravity was interpolated from observed gravity values.
 NB1123
 NB1123;                    North         East    Units  Estimated Accuracy
 NB1123;SPC NY C     -   257,040.      192,800.      MT  (+/- 180 meters Scaled)
 NB1123
 NB1123                          SUPERSEDED SURVEY CONTROL
 NB1123
 NB1123  NGVD 29 (??/??/92)  331.624  (m)         1088.00   (f) ADJ UNCH    2 0
 NB1123
 NB1123.Superseded values are not recommended for survey control.
 NB1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1123.See file dsdata.txt to determine how the superseded data were derived.
 NB1123
 NB1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM123869(NAD 83)
 NB1123_MARKER: DB = BENCH MARK DISK
 NB1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1123_STAMPING: D-96--1935
 NB1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1123+STABILITY: SURFACE MOTION
 NB1123
 NB1123  HISTORY     - Date     Condition        Report By
 NB1123  HISTORY     - 1935     MONUMENTED       CGS
 NB1123  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 NB1123  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NB1123
 NB1123                          STATION DESCRIPTION
 NB1123
 NB1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB1123'2.5 MI SE FROM BATH.
 NB1123'IS LOCATED 2.5 MILES SOUTHEAST OF THE ERIE DEPOT AT BATH. 0.3 OF MILE
 NB1123'SOUTHEAST OF MILE POST NO. 308. 69 FT. EAST OF CENTERLINE OF HIGHWAY
 NB1123'GRADE CROSSING. 16.3 FT. NORTHEAST OF NORTHEAST RAIL OF TRACK. TABLET
 NB1123'SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 NB1123
 NB1123                          STATION RECOVERY (1997)
 NB1123
 NB1123'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1123'MARK NOT FOUND.
 NB1123
 NB1123                          STATION RECOVERY (2002)
 NB1123
 NB1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0097 ***********************************************************************
 OE0097  DESIGNATION -  D 97
 OE0097  PID         -  OE0097
 OE0097  STATE/COUNTY-  NY/HAMILTON
 OE0097  USGS QUAD   -  
 OE0097
 OE0097                         *CURRENT SURVEY CONTROL
 OE0097  ___________________________________________________________________
 OE0097* NAD 83(1986)-  43 51 09.     (N)    074 27 33.     (W)     SCALED    
 OE0097* NAVD 88     -       559.177  (meters)    1834.57   (feet)  ADJUSTED  
 OE0097  ___________________________________________________________________
 OE0097  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 OE0097  DYNAMIC HT  -         559.054 (meters)    1834.16  (feet)  COMP
 OE0097  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 OE0097
 OE0097  VERT ORDER  -  SECOND    CLASS 0
 OE0097
 OE0097.The horizontal coordinates were scaled from a topographic map and have
 OE0097.an estimated accuracy of +/- 6 seconds.
 OE0097
 OE0097.The orthometric height was determined by differential leveling
 OE0097.and adjusted by the National Geodetic Survey in June 1991..
 OE0097
 OE0097.The geoid height was determined by GEOID03.
 OE0097
 OE0097.The dynamic height is computed by dividing the NAVD 88
 OE0097.geopotential number by the normal gravity value computed on the
 OE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0097.degrees latitude (g = 980.6199 gals.).
 OE0097
 OE0097.The modeled gravity was interpolated from observed gravity values.
 OE0097
 OE0097;                    North         East    Units  Estimated Accuracy
 OE0097;SPC NY E     -   557,380.      153,280.      MT  (+/- 180 meters Scaled)
 OE0097
 OE0097                          SUPERSEDED SURVEY CONTROL
 OE0097
 OE0097  NGVD 29 (??/??/92)  559.244  (m)         1834.79   (f) ADJ UNCH    2 0
 OE0097
 OE0097.Superseded values are not recommended for survey control.
 OE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0097.See file dsdata.txt to determine how the superseded data were derived.
 OE0097
 OE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP434556(NAD 83)
 OE0097_MARKER: DB = BENCH MARK DISK
 OE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0097_STAMPING: D 97 1935
 OE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0097+STABILITY: SURFACE MOTION
 OE0097
 OE0097  HISTORY     - Date     Condition        Report By
 OE0097  HISTORY     - 1935     MONUMENTED       CGS
 OE0097  HISTORY     - 1942     GOOD             NGS
 OE0097
 OE0097                          STATION DESCRIPTION
 OE0097
 OE0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0097'1.5 MI SW FROM BLUE MOUNTAIN LAKE.
 OE0097'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO.10, AT BLUE
 OE0097'MOUNTAIN LAKE, PROCEED 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO.28,
 OE0097'TO THE WEST END OF A LARGE ROCK BANK CUT, AND SITE OF BENCH MARK.
 OE0097'BENCH MARK IS ABOUT 100.0 FEET WEST OF ROCK BANK CUT.  IT IS 53.0 FEET
 OE0097'EAST OF A 2.0 FT. CAST IRON PIPE CULVERT, 33.5 FEET SOUTH OF AND LEVEL
 OE0097'WITH THE CENTERLINE OF HIGHWAY, 12.0 FEET EAST OF A TELEPHONE POLE.
 OE0097'MONUMENT PROJECTS 0.3 FOOT. A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0109 ***********************************************************************
 OE0109  DESIGNATION -  D 98
 OE0109  PID         -  OE0109
 OE0109  STATE/COUNTY-  NY/HAMILTON
 OE0109  USGS QUAD   -  
 OE0109
 OE0109                         *CURRENT SURVEY CONTROL
 OE0109  ___________________________________________________________________
 OE0109* NAD 83(1986)-  43 35 08.     (N)    074 25 46.     (W)     SCALED    
 OE0109* NAVD 88     -       539.083  (meters)    1768.64   (feet)  ADJUSTED  
 OE0109  ___________________________________________________________________
 OE0109  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 OE0109  DYNAMIC HT  -         538.942 (meters)    1768.18  (feet)  COMP
 OE0109  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 OE0109
 OE0109  VERT ORDER  -  SECOND    CLASS 0
 OE0109
 OE0109.The horizontal coordinates were scaled from a topographic map and have
 OE0109.an estimated accuracy of +/- 6 seconds.
 OE0109
 OE0109.The orthometric height was determined by differential leveling
 OE0109.and adjusted by the National Geodetic Survey in June 1991..
 OE0109
 OE0109.The geoid height was determined by GEOID03.
 OE0109
 OE0109.The dynamic height is computed by dividing the NAVD 88
 OE0109.geopotential number by the normal gravity value computed on the
 OE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0109.degrees latitude (g = 980.6199 gals.).
 OE0109
 OE0109.The modeled gravity was interpolated from observed gravity values.
 OE0109
 OE0109;                    North         East    Units  Estimated Accuracy
 OE0109;SPC NY E     -   527,720.      155,700.      MT  (+/- 180 meters Scaled)
 OE0109
 OE0109                          SUPERSEDED SURVEY CONTROL
 OE0109
 OE0109  NGVD 29 (??/??/92)  539.162  (m)         1768.90   (f) ADJ UNCH    2 0
 OE0109
 OE0109.Superseded values are not recommended for survey control.
 OE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0109.See file dsdata.txt to determine how the superseded data were derived.
 OE0109
 OE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP460260(NAD 83)
 OE0109_MARKER: DB = BENCH MARK DISK
 OE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0109_STAMPING: D-98--1935
 OE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0109+STABILITY: SURFACE MOTION
 OE0109
 OE0109  HISTORY     - Date     Condition        Report By
 OE0109  HISTORY     - 1935     MONUMENTED       CGS
 OE0109
 OE0109                          STATION DESCRIPTION
 OE0109
 OE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0109'9.1 MI NW FROM SPECULATOR.
 OE0109'IS LOCATED 9.1 MILES NORTHWEST OF THE JUNCTION OF STATE HYS. NO. 8 AND
 OE0109'10.  20. FT. NORTHEAST OF 2 FT. TAMARACK TREE.  42 FT. NORTHWEST OF
 OE0109'CENTERLINE OF HY. NO. 10.  TABLET SET IN TOP OF CONCRETE POST 4 IN.
 OE0109'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1579 ***********************************************************************
 KU1579  DESIGNATION -  D IV NC
 KU1579  PID         -  KU1579
 KU1579  STATE/COUNTY-  NY/NASSAU
 KU1579  USGS QUAD   -  SEA CLIFF (1979)
 KU1579
 KU1579                         *CURRENT SURVEY CONTROL
 KU1579  ___________________________________________________________________
 KU1579* NAD 83(1986)-  40 48 08.     (N)    073 39 13.     (W)     SCALED    
 KU1579* NAVD 88     -        21.472  (meters)      70.45   (feet)  ADJUSTED  
 KU1579  ___________________________________________________________________
 KU1579  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU1579  DYNAMIC HT  -          21.464 (meters)      70.42  (feet)  COMP
 KU1579  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 KU1579
 KU1579  VERT ORDER  -  SECOND    CLASS 0
 KU1579
 KU1579.The horizontal coordinates were scaled from a topographic map and have
 KU1579.an estimated accuracy of +/- 6 seconds.
 KU1579
 KU1579.The orthometric height was determined by differential leveling
 KU1579.and adjusted by the National Geodetic Survey in June 1991..
 KU1579
 KU1579.The geoid height was determined by GEOID03.
 KU1579
 KU1579.The dynamic height is computed by dividing the NAVD 88
 KU1579.geopotential number by the normal gravity value computed on the
 KU1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1579.degrees latitude (g = 980.6199 gals.).
 KU1579
 KU1579.The modeled gravity was interpolated from observed gravity values.
 KU1579
 KU1579;                    North         East    Units  Estimated Accuracy
 KU1579;SPC NY L     -    70,630.      329,230.      MT  (+/- 180 meters Scaled)
 KU1579
 KU1579                          SUPERSEDED SURVEY CONTROL
 KU1579
 KU1579  NGVD 29 (??/??/92)   21.804  (m)           71.54   (f) ADJ UNCH    2 0
 KU1579
 KU1579.Superseded values are not recommended for survey control.
 KU1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1579.See file dsdata.txt to determine how the superseded data were derived.
 KU1579
 KU1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL135176(NAD 83)
 KU1579_MARKER: B = BOLT
 KU1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1579_STAMPING: NC BM
 KU1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1579+STABILITY: SURFACE MOTION
 KU1579
 KU1579  HISTORY     - Date     Condition        Report By
 KU1579  HISTORY     - UNK      MONUMENTED       NY-059
 KU1579  HISTORY     - 1932     GOOD             NGS
 KU1579  HISTORY     - 1935     GOOD             NGS
 KU1579
 KU1579                          STATION DESCRIPTION
 KU1579
 KU1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1579'AT ROSLYN.
 KU1579'AT ROSLYN, NASSAU COUNTY, ON NORTHERN BOULEVARD (STATE HIGHWAY
 KU1579'25 A), AT THE JUNCTION OF EAST SHORE ROAD, ON THE SIDE OF THE
 KU1579'BOULEVARD, 25 YARDS NORTH OF THE NASSAU COUNTY SUN BUILDING
 KU1579'(IN 1932), AND 6 FEET SOUTH OF THE SOUTHEAST END OF A RETAINING
 KU1579'WALL ON THE NORTHEAST SIDE OF THE ROAD.  A BRASS BOLT, STAMPED
 KU1579'NC BM AND SET IN THE TOP OF A CONCRETE POST.
 KU1579
 KU1579                          STATION RECOVERY (1935)
 KU1579
 KU1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0241 ***********************************************************************
 PJ0241  DESIGNATION -  D P W BENCH MARK
 PJ0241  PID         -  PJ0241
 PJ0241  STATE/COUNTY-  NY/JEFFERSON
 PJ0241  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0241
 PJ0241                         *CURRENT SURVEY CONTROL
 PJ0241  ___________________________________________________________________
 PJ0241* NAD 83(1996)-  44 20 53.26149(N)    076 00 49.79337(W)     ADJUSTED  
 PJ0241* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 PJ0241  ___________________________________________________________________
 PJ0241  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 PJ0241  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PJ0241
 PJ0241  HORZ ORDER  -  THIRD
 PJ0241
 PJ0241.The horizontal coordinates were established by classical geodetic methods
 PJ0241.and adjusted by the National Geodetic Survey in January 1999..
 PJ0241.No horizontal observational check was made to the station.
 PJ0241
 PJ0241.The orthometric height was scaled from a topographic map.
 PJ0241
 PJ0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0241
 PJ0241.The geoid height was determined by GEOID03.
 PJ0241
 PJ0241;                    North         East     Units Scale Factor Converg.
 PJ0241;SPC NY C     -   483,103.387   295,406.826   MT  0.99996285   +0 23 53.2
 PJ0241;SPC NY C     - 1,584,981.70    969,180.56   sFT  0.99996285   +0 23 53.2
 PJ0241;UTM  18      - 4,911,039.624   419,193.637   MT  0.99968030   -0 42 31.4
 PJ0241
 PJ0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0241!SPC NY C     -   0.99999367  x   0.99996285  =   0.99995652
 PJ0241!UTM  18      -   0.99999367  x   0.99968030  =   0.99967397
 PJ0241
 PJ0241                          SUPERSEDED SURVEY CONTROL
 PJ0241
 PJ0241  NAD 83(1986)-  44 20 53.26530(N)    076 00 49.79261(W) AD(       ) 3
 PJ0241  NAD 27      -  44 20 53.12403(N)    076 00 50.96849(W) AD(       ) 3
 PJ0241
 PJ0241.Superseded values are not recommended for survey control.
 PJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0241.See file dsdata.txt to determine how the superseded data were derived.
 PJ0241
 PJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1919411040(NAD 83)
 PJ0241_MARKER: Z = SEE DESCRIPTION
 PJ0241_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0241_SP_SET: SET IN BEDROCK
 PJ0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0241+STABILITY: POSITION/ELEVATION WELL
 PJ0241
 PJ0241  HISTORY     - Date     Condition        Report By
 PJ0241  HISTORY     - 1940     MONUMENTED       IBC
 PJ0241
 PJ0241                          STATION DESCRIPTION
 PJ0241
 PJ0241'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940
 PJ0241'ON THE HIGHEST POINT OF AN ISLAND 30 BY 75 FEET IN AREA LYING 1/2 MILE
 PJ0241'SOUTH 75 DEGREES WEST OF LINDOE ISLAND LIGHTHOUSE IN THE ST LAWRENCE
 PJ0241'RIVER.  THE STATION IS ABOUT 5 FEET ABOVE THE HIGH WATER MARK OF THE
 PJ0241'RIVER.
 PJ0241'
 PJ0241'STATION MARK--A DPW BRASS PLUG CEMENTED IN THE ROCK AND
 PJ0241'INSCRIBED---D.P.W. - 1901---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2154 ***********************************************************************
 PH2154  DESIGNATION -  D SUB IBC
 PH2154  PID         -  PH2154
 PH2154  STATE/COUNTY-  NY/JEFFERSON
 PH2154  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2154
 PH2154                         *CURRENT SURVEY CONTROL
 PH2154  ___________________________________________________________________
 PH2154* NAD 83(1996)-  44 20 55.82531(N)    075 59 44.74801(W)     ADJUSTED  
 PH2154* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2154  ___________________________________________________________________
 PH2154  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 PH2154  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 PH2154
 PH2154  HORZ ORDER  -  THIRD
 PH2154
 PH2154.The horizontal coordinates were established by classical geodetic methods
 PH2154.and adjusted by the National Geodetic Survey in January 1999..
 PH2154
 PH2154.The orthometric height was scaled from a topographic map.
 PH2154
 PH2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2154
 PH2154.The geoid height was determined by GEOID03.
 PH2154
 PH2154;                    North         East     Units Scale Factor Converg.
 PH2154;SPC NY C     -   483,192.686   296,846.848   MT  0.99996448   +0 24 38.6
 PH2154;SPC NY C     - 1,585,274.67    973,905.03   sFT  0.99996448   +0 24 38.6
 PH2154;UTM  18      - 4,911,101.072   420,634.705   MT  0.99967746   -0 41 46.0
 PH2154
 PH2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2154!SPC NY C     -   0.99999460  x   0.99996448  =   0.99995908
 PH2154!UTM  18      -   0.99999460  x   0.99967746  =   0.99967206
 PH2154
 PH2154|---------------------------------------------------------------------|
 PH2154| PID    Reference Object                     Distance      Geod. Az  |
 PH2154|                                                           dddmmss.s |
 PH2154| PH2152 E SUB IBC                           342.465 METERS 11508     |
 PH2154| PH2153 R IWC                               327.598 METERS 12618     |
 PH2154| PH2155 Q IWC                               194.251 METERS 19403     |
 PH2154|---------------------------------------------------------------------|
 PH2154
 PH2154                          SUPERSEDED SURVEY CONTROL
 PH2154
 PH2154  NAD 83(1986)-  44 20 55.82932(N)    075 59 44.74889(W) AD(       ) 3
 PH2154  NAD 27      -  44 20 55.68500(N)    075 59 45.91700(W) AD(       ) 3
 PH2154
 PH2154.Superseded values are not recommended for survey control.
 PH2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2154.See file dsdata.txt to determine how the superseded data were derived.
 PH2154
 PH2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2063511101(NAD 83)
 PH2154_MARKER: DD = SURVEY DISK
 PH2154_SETTING: 66 = SET IN ROCK OUTCROP
 PH2154_SP_SET: SET IN ROCK OUTCROP
 PH2154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2154+STABILITY: POSITION/ELEVATION WELL
 PH2154
 PH2154  HISTORY     - Date     Condition        Report By
 PH2154  HISTORY     - 1940     MONUMENTED       IBC
 PH2154  HISTORY     - 1957     GOOD             IBC
 PH2154
 PH2154                          STATION DESCRIPTION
 PH2154
 PH2154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2154'ON THE SOUTH - WESTERN SHORE OF HILL ISLAND IN THE ST LAWRENCE RIVER.
 PH2154'ON THE EXTREME SOUTHERN POINT OF THE FIRST MAJOR OUTJUTTING POINT OF
 PH2154'THE SHORE LINE EAST OF THE EXTREME WESTERN POINT OF THE ISLAND.  AND
 PH2154'ABOUT 1400 FEET WEST OF THE WEST ENTRANCE TO---THE RIFT---.  THE
 PH2154'STATION IS ON A ROCK CLIFF, 10 FEET INSHORE FROM THE EDGE OF THE
 PH2154'CLIFF, AND ABOUT 15 FEET ABOVE HIGH WATER MARK OF THE RIVER.
 PH2154'
 PH2154'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2154'DISK STATION MARK COUNTERSUNK AND CEMENTED IN SOLID GRANITE ROCK.
 PH2154
 PH2154                          STATION RECOVERY (1957)
 PH2154
 PH2154'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2154'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2186 ***********************************************************************
 KU2186  DESIGNATION -  D USE 1931
 KU2186  PID         -  KU2186
 KU2186  STATE/COUNTY-  NY/SUFFOLK
 KU2186  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2186
 KU2186                         *CURRENT SURVEY CONTROL
 KU2186  ___________________________________________________________________
 KU2186* NAD 83(1996)-  40 58 13.59311(N)    073 05 35.60886(W)     ADJUSTED  
 KU2186* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2186  ___________________________________________________________________
 KU2186  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KU2186  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 KU2186
 KU2186  HORZ ORDER  -  THIRD
 KU2186
 KU2186.The horizontal coordinates were established by classical geodetic methods
 KU2186.and adjusted by the National Geodetic Survey in January 1999..
 KU2186
 KU2186.The orthometric height was scaled from a topographic map.
 KU2186
 KU2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2186
 KU2186.The geoid height was determined by GEOID03.
 KU2186
 KU2186;                    North         East     Units Scale Factor Converg.
 KU2186;SPC NY L     -    89,652.144   376,324.196   MT  0.99999710   +0 35 35.2
 KU2186;SPC NY L     -   294,133.74  1,234,656.97   sFT  0.99999710   +0 35 35.2
 KU2186;SPC CT       -   167,684.600   275,909.618   MT  1.00003113   -0 13 39.3
 KU2186;SPC CT       -   550,145.23    905,213.47   sFT  1.00003113   -0 13 39.3
 KU2186;UTM  18      - 4,537,226.673   660,438.553   MT  0.99991682   +1 15 01.7
 KU2186
 KU2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2186!SPC NY L     -   1.00000483  x   0.99999710  =   1.00000193
 KU2186!SPC CT       -   1.00000483  x   1.00003113  =   1.00003596
 KU2186!UTM  18      -   1.00000483  x   0.99991682  =   0.99992165
 KU2186
 KU2186|---------------------------------------------------------------------|
 KU2186| PID    Reference Object                     Distance      Geod. Az  |
 KU2186|                                                           dddmmss.s |
 KU2186| KU2227 PORT JEFFERSON E BREAKWATER LT      247.535 METERS 03345     |
 KU2186| KU2236 PORT JEFFERSON NEWCOMB GARAGE       APPROX. 3.3 KM 1414639.8 |
 KU2186| KU2244 CEMETERY HILL RESET                 APPROX. 4.6 KM 1462756.9 |
 KU2186| KU2187 PORT JEFFERSON WEST LIGHT           462.208 METERS 1515314.0 |
 KU2186| KU2188 GRAVEL USE 1931                     467.431 METERS 1520041.3 |
 KU2186| KU2222 STRONGS NECK HOUSE CUPOLA           APPROX. 1.5 KM 1872534.7 |
 KU2186| KU2219 SETAUKET METH CHURCH SPIRE          APPROX. 3.4 KM 1990137.5 |
 KU2186| KU2249 OLD FIELD POINT LIGHT NEW           APPROX. 2.2 KM 2891009.5 |
 KU2186|---------------------------------------------------------------------|
 KU2186
 KU2186                          SUPERSEDED SURVEY CONTROL
 KU2186
 KU2186  NAD 83(1996)-  40 58 13.59479(N)    073 05 35.60864(W) AD(       ) 3
 KU2186  NAD 83(1992)-  40 58 13.59352(N)    073 05 35.60791(W) AD(       ) 3
 KU2186  NAD 83(1986)-  40 58 13.59678(N)    073 05 35.61069(W) AD(       ) 3
 KU2186  NAD 27      -  40 58 13.23800(N)    073 05 37.23100(W) AD(       ) 3
 KU2186
 KU2186.Superseded values are not recommended for survey control.
 KU2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2186.See file dsdata.txt to determine how the superseded data were derived.
 KU2186
 KU2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6043937227(NAD 83)
 KU2186_MARKER: X = CHISELED CROSS
 KU2186_SETTING: 0 = UNSPECIFIED SETTING
 KU2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2186
 KU2186  HISTORY     - Date     Condition        Report By
 KU2186  HISTORY     - 1931     MONUMENTED       USE
 KU2186  HISTORY     - 1939     GOOD             CGS
 KU2186  HISTORY     - 1940     MARK NOT FOUND   CGS
 KU2186  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2186
 KU2186                          STATION DESCRIPTION
 KU2186
 KU2186'DESCRIBED BY US ENGINEERS 1931 (CAE)
 KU2186'STATION ON W BREAKWATER, ENTRANCE OF PORT JEFFERSON HARBOR, ON
 KU2186'CENTER LINE OF BREAKWATER.  A CROSS CUT IN TOP OF FLAT GRANITE
 KU2186'ROCK WHICH IS A ROUGH PARALLELOGRAM ABOUT 1-1/2 METERS ON EACH
 KU2186'SIDE.  A 4-INCH SQUARE IS CUT IN ROCK WITH ONE CORNER POINTING
 KU2186'TO STATION 7.42 METERS FROM HIGH WATER ON N END OF BREAKWATER.
 KU2186'
 KU2186'STATION JEF IS S 64 DEG 55 MIN E. AND STATION
 KU2186'U.S.E.D.NO.3 IS S 06 DEG 13 MIN W.
 KU2186
 KU2186                          STATION RECOVERY (1939)
 KU2186
 KU2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2186'STATION RECOVERD IN GOOD CONDITION.  THE STATION MARK IS A
 KU2186'3-INCH CROSS 1/2 INCH DEEP, CUT IN A LARGE 7-FOOT BY 5-FOOT TOP
 KU2186'STONE, 2O FEET S OF THE N END OF THE W BREAKWATER AT THE
 KU2186'ENTRANCE OF PORT JEFFERSON HARBOR.  STATION IS THE U.S. ARMY
 KU2186'ENGINEERS LOCAL ORIGIN OF COORDINATES FOR PORT JEFFERSON HARBOR
 KU2186'SURVEYS.
 KU2186
 KU2186                          STATION RECOVERY (1940)
 KU2186
 KU2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FAR)
 KU2186'STATION COULD NOT BE FOUND.  A NEW BEACON HAS BEEN CONSTRUCTED
 KU2186'ON BREAKWATER IN THIS VICINITY.  IN BUILDING CONCRETE WAS
 KU2186'SPILLED OVER ADJACENT ROCKS AND MARK MAY BE COVERED UP IN THIS
 KU2186'MANNER.
 KU2186
 KU2186                          STATION RECOVERY (1951)
 KU2186
 KU2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PAP)
 KU2186'STATION WAS SEARCHED FOR BUT NOT FOUND, APPARENTLY COVERED BY
 KU2186'CONSTRUCTION OF A NEW LIGHT ON THE END OF THE JETTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1783 ***********************************************************************
 OE1783  DESIGNATION -  DAGA
 OE1783  PID         -  OE1783
 OE1783  STATE/COUNTY-  NY/FULTON
 OE1783  USGS QUAD   -  NORTHVILLE (1970)
 OE1783
 OE1783                         *CURRENT SURVEY CONTROL
 OE1783  ___________________________________________________________________
 OE1783* NAD 83(1996)-  43 12 37.42119(N)    074 08 39.31947(W)     ADJUSTED  
 OE1783* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 OE1783  ___________________________________________________________________
 OE1783  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OE1783  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OE1783
 OE1783  HORZ ORDER  -  THIRD
 OE1783
 OE1783.The horizontal coordinates were established by classical geodetic methods
 OE1783.and adjusted by the National Geodetic Survey in January 1999..
 OE1783
 OE1783.The orthometric height was scaled from a topographic map.
 OE1783
 OE1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1783
 OE1783.The geoid height was determined by GEOID03.
 OE1783
 OE1783;                    North         East     Units Scale Factor Converg.
 OE1783;SPC NY E     -   486,104.809   178,905.709   MT  0.99991027   +0 14 36.9
 OE1783;SPC NY E     - 1,594,828.86    586,959.81   sFT  0.99991027   +0 14 36.9
 OE1783;UTM  18      - 4,784,534.640   569,512.038   MT  0.99965944   +0 35 09.4
 OE1783
 OE1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1783!SPC NY E     -   0.99995971  x   0.99991027  =   0.99986998
 OE1783!UTM  18      -   0.99995971  x   0.99965944  =   0.99961916
 OE1783
 OE1783|---------------------------------------------------------------------|
 OE1783| PID    Reference Object                     Distance      Geod. Az  |
 OE1783|                                                           dddmmss.s |
 OE1783| CZ7698 DAGA RM 1                            21.238 METERS 08210     |
 OE1783| CZ7699 DAGA RM 2                            29.273 METERS 18037     |
 OE1783| CZ7697 DAGA AZ MK                                         3142549.1 |
 OE1783|---------------------------------------------------------------------|
 OE1783
 OE1783                          SUPERSEDED SURVEY CONTROL
 OE1783
 OE1783  NAD 83(1986)-  43 12 37.42558(N)    074 08 39.31985(W) AD(       ) 3
 OE1783  NAD 27      -  43 12 37.16614(N)    074 08 40.85140(W) AD(       ) 3
 OE1783
 OE1783.Superseded values are not recommended for survey control.
 OE1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1783.See file dsdata.txt to determine how the superseded data were derived.
 OE1783
 OE1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6951284535(NAD 83)
 OE1783_MARKER: DS = TRIANGULATION STATION DISK
 OE1783_SETTING: 0 = UNSPECIFIED SETTING
 OE1783
 OE1783  HISTORY     - Date     Condition        Report By
 OE1783  HISTORY     - 1942     MONUMENTED       CGS
 OE1783  HISTORY     - 1975     MARK NOT FOUND   NGS
 OE1783
 OE1783                          STATION DESCRIPTION
 OE1783
 OE1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1783'THE STATION IS LOCATED ABOUT 1.5 MILES E AND 1.25 MILES S OF THE
 OE1783'TOWN OF NORTHVILLE, 0.3 MILE E OF THE SARANDAGO RESERVOIR, ON
 OE1783'THE PROPERTY OF ARCHIE DUNHAM.  IT IS 109 FEET S OF THE CENTERLINE
 OE1783'OF A HARD SURFACED ROAD, 86 FEET E OF THE CENTERLINE OF A GRAVELED
 OE1783'ROAD, 61 FEET E OF A TRIANGULAR BLAZED 14-INCH TREE, 23 FEET W OF
 OE1783'THE SW CORNER OF AN ABANDONED FARM HOUSE.  THE MARK IS SET FLUSH
 OE1783'WITH THE GROUND AND THE DISK IS STAMPED DAGA 1942.
 OE1783'
 OE1783'REFERENCE MARK NO. 1 IS 69.68 FEET E OF THE STATION, 10 FEET SE
 OE1783'OF THE SE CORNER OF AN ABANDONED FARM HOUSE.  THE DISK IS STAMPED
 OE1783'DAGA NO. 1 1942.
 OE1783'
 OE1783'REFERENCE MARK NO. 2 IS 96.04 FEET S OF THE STATION, 24 FEET E OF
 OE1783'THE CENTER LINE OF A GRAVELED ROAD, 12 FEET S OF THE CENTERLINE
 OE1783'OF A ROAD INTO FARM YARD, 4 FEET E OF A BRONZE REFERENCE
 OE1783'POST.  THE DISK IS STAMPED DAGA NO. 2 1942.
 OE1783'
 OE1783'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 105 FEET SW OF THE
 OE1783'SW CORNER OF A U.S. ARMY AIRCRAFT WARNING STATION.  IT IS 33
 OE1783'FEET NW OF THE NW CORNER OF A SMALL GRAVEYARD, 2 FEET S OF A
 OE1783'BRONZE REFERENCE POST.  THE DISK IS STAMPED DAGA 1942.
 OE1783'
 OE1783'TO REACH THE STATION FROM THE NORTHVILLE POST OFFICE, GO
 OE1783'SOUTHEASTERLY ON MAIN STREET FOR 0.65 MILE TO A MACADAM T ROAD
 OE1783'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO CROSSROADS, THENCE
 OE1783'RIGHT AND GO IN A SOUTHERLY DIRECTION FOR 0.65 MILE TO WHERE THE
 OE1783'MAIN ROAD TURNS LEFT AND A GRAVEL ROAD LEADS STRAIGHT AHEAD,
 OE1783'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR ABOUT 30 YARDS,
 OE1783'THENCE LEFT ON FARM DRIVEWAY TO AN OLD ABANDONED FARM HOUSE AND
 OE1783'STATION AS DESCRIBED.
 OE1783'
 OE1783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON MACADAM ROAD
 OE1783'FOR 0.4 MILE TO A U.S. ARMY AIRCRAFT WARNING STATION ON THE LEFT AND
 OE1783'AZIMUTH MARK AS DESCRIBED.
 OE1783'
 OE1783'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE1783
 OE1783                          STATION RECOVERY (1975)
 OE1783
 OE1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE1783'ONLY RM 2 AND THE AZIMUTH MARK WERE RECOVERED.  THE AREA APPEARS
 OE1783'TO HAVE BEEN EXCAVATED FOR SAND, AND IS CONSIDERABLY LOWER THAN
 OE1783'ORIGINALLY, AS EVIDENCED BY A POWER POLE ATOP A MOUND SEVERAL
 OE1783'FEET HIGH.  THERE IS NOW A RIDING STABLE HERE AND THE STATION
 OE1783'POINT FALLS IN THE MIDDLE OF A CORRAL MADE OF 1 X 6 OAK LUMBER.
 OE1783'CATHEAD MTN. FIRETOWER IS VISIBLE, AND THE STATION POINT WAS
 OE1783'DETERMINED BY DISTANCE FROM RM 2 AND THE ANGLE FROM THE
 OE1783'FIRETOWER TO RM 2.  DIGGING TO A DEPTH OF OVER 3 FEET FAILED TO
 OE1783'UNCOVER THE STATION MARK.  A LARGE WHITE T-TARGET WAS FOUND 49
 OE1783'FEET NORTHWEST OF STATION POINT BETWEEN FENCE AND COUNTY RTE.
 OE1783'113.  IT WAS CENTERED OVER A WOODEN HUB.
 OE1783'
 OE1783'RM 2 IS STILL SETTING VERTICALLY, BUT GROUND HAS BEEN CUT AWAY SO
 OE1783'IT PROJECTS 28 INCHES OUT OF GROUND.  IT IS LOCATED 24.5 FEET
 OE1783'NORTHEAST OF CENTER LINE OF WHITE BIRCH ROAD, 203. FEET SOUTHWEST
 OE1783'OF CORRAL FENCE AND 30.3 FEET NORTHWEST OF POWER POLE NO.
 OE1783'34/1-1/2.  THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 OE1783'DAGA NO 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 OE1783'MONUMENT PROJECTING 23 INCHES FROM GROUND.
 OE1783'
 OE1783'AZIMUTH MARK IS A STANDARD DISK STAMPED DAGA 1942, SET IN THE
 OE1783'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 OE1783'GROUND.  IT IS 52 YARDS SOUTHWEST OF EDGE OF CUTBANK ALONG WHITE
 OE1783'BIRCH ROAD, 10 FEET NORTHEAST OF CENTER LINE OF A FIELD ROAD, 39.2
 OE1783'FEET NORTHWEST OF NORTHWEST CORNER OF A CEMETERY FENCE, 35 FEET
 OE1783'WEST-NORTHWEST OF STUARTS HEADSTONE, 2 FEET SOUTHEAST OF THE OLD
 OE1783'WOODEN WITNESS POST, AND ALONG AN OLD STONE ROW, AT TREE EDGE.
 OE1783'
 OE1783'TO REACH STATION SITE FROM THE JUNCTION OF MAIN AND BRIDGE STREETS
 OE1783'IN NORTHVILLE, GO SOUTHEAST AND EAST ON MAIN ST. FOR 1.4 MILES TO
 OE1783'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST ON WHITE BIRCH RD. FOR 0.7
 OE1783'MILE TO T-JUNCTION WITH C.R. 113 ON LEFT AND STATION SITE IN
 OE1783'SOUTHEAST ANGLE.
 OE1783'
 OE1783'TO REACH AZIMUTH MARK FROM STATION SITE, GO NORTHWEST ON WHITE
 OE1783'BIRCH ROAD FOR 0.4 MILE TO TOP OF GRADE AND A FIELD ROAD
 OE1783'LEFT.  FOLLOW THIS FIELD ROAD SOUTHWEST FOR 125 YARDS TO THE MARK
 OE1783'ON LEFT AT TREE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1151 ***********************************************************************
 PH1151  DESIGNATION -  DAIRY
 PH1151  PID         -  PH1151
 PH1151  STATE/COUNTY-  NY/JEFFERSON
 PH1151  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1151
 PH1151                         *CURRENT SURVEY CONTROL
 PH1151  ___________________________________________________________________
 PH1151* NAD 83(1986)-  44 17 02.     (N)    075 59 09.     (W)     SCALED    
 PH1151* NAVD 88     -        83.893  (meters)     275.24   (feet)  ADJUSTED  
 PH1151  ___________________________________________________________________
 PH1151  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PH1151  DYNAMIC HT  -          83.882 (meters)     275.20  (feet)  COMP
 PH1151  MODELED GRAV-     980,497.8   (mgal)                       NAVD 88
 PH1151
 PH1151  VERT ORDER  -  FIRST     CLASS 0
 PH1151
 PH1151.The horizontal coordinates were scaled from a topographic map and have
 PH1151.an estimated accuracy of +/- 6 seconds.
 PH1151
 PH1151.The orthometric height was determined by differential leveling
 PH1151.and adjusted by the National Geodetic Survey in June 1991..
 PH1151
 PH1151.The geoid height was determined by GEOID03.
 PH1151
 PH1151.The dynamic height is computed by dividing the NAVD 88
 PH1151.geopotential number by the normal gravity value computed on the
 PH1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1151.degrees latitude (g = 980.6199 gals.).
 PH1151
 PH1151.The modeled gravity was interpolated from observed gravity values.
 PH1151
 PH1151;                    North         East    Units  Estimated Accuracy
 PH1151;SPC NY C     -   475,980.      297,690.      MT  (+/- 180 meters Scaled)
 PH1151
 PH1151                          SUPERSEDED SURVEY CONTROL
 PH1151
 PH1151  NGVD 29 (??/??/92)   84.03   (m)          275.7    (f) COMPUTED    1 0
 PH1151
 PH1151.Superseded values are not recommended for survey control.
 PH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1151.See file dsdata.txt to determine how the superseded data were derived.
 PH1151
 PH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ213038(NAD 83)
 PH1151_MARKER: DB = BENCH MARK DISK
 PH1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1151_SP_SET: CULVERT
 PH1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1151
 PH1151  HISTORY     - Date     Condition        Report By
 PH1151  HISTORY     - UNK      MONUMENTED       USLS
 PH1151  HISTORY     - 1969     GOOD             USLS
 PH1151  HISTORY     - 19990729 MARK NOT FOUND   USPSQD
 PH1151
 PH1151                          STATION DESCRIPTION
 PH1151
 PH1151'DESCRIBED BY US LAKE SURVEY 1969
 PH1151'6.2 MI NE FROM CLAYTON.
 PH1151'IS IN JEFFERSON COUNTY, NEW YORK, 6.2 MILES DOWNRIVER FROM THE
 PH1151'JUNCTION OF HIGHWAYS 12 AND 12E IN CLAYTON, AT THE DOWNRIVER END OF A
 PH1151'CONCRETE CULVERT ON THE NORTH SIDE OF HIGHWAY 12, 350 FEET DOWNRIVER
 PH1151'FROM YAZELLS DAIRY BAR, 22 FEET FROM CENTERLINE OF THE HIGHWAY, 1 FOOT
 PH1151'FROM THE DOWNRIVER END OF THE CULVERT, BEING HIGHEST POINT OVER CROSS
 PH1151'AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 PH1151
 PH1151                          STATION RECOVERY (1999)
 PH1151
 PH1151'RECOVERY NOTE BY US POWER SQUADRON 1999
 PH1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1828 ***********************************************************************
 OE1828  DESIGNATION -  DAIRY
 OE1828  PID         -  OE1828
 OE1828  STATE/COUNTY-  NY/HERKIMER
 OE1828  USGS QUAD   -  MIDDLEVILLE (1943)
 OE1828
 OE1828                         *CURRENT SURVEY CONTROL
 OE1828  ___________________________________________________________________
 OE1828* NAD 83(1996)-  43 12 13.14196(N)    074 54 13.26202(W)     ADJUSTED  
 OE1828* NAVD 88     -       551.8    (meters)    1810.     (feet)  VERTCON   
 OE1828  ___________________________________________________________________
 OE1828  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 OE1828  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 OE1828
 OE1828  HORZ ORDER  -  FIRST
 OE1828
 OE1828.The horizontal coordinates were established by classical geodetic methods
 OE1828.and adjusted by the National Geodetic Survey in January 1999..
 OE1828
 OE1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1828
 OE1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1828
 OE1828.The geoid height was determined by GEOID03.
 OE1828
 OE1828;                    North         East     Units Scale Factor Converg.
 OE1828;SPC NY E     -   485,373.296   117,195.408   MT  0.99991323   -0 16 34.9
 OE1828;SPC NY E     - 1,592,428.89    384,498.60   sFT  0.99991323   -0 16 34.9
 OE1828;SPC NY C     -   357,163.036   386,499.775   MT  1.00016663   +1 09 00.2
 OE1828;SPC NY C     - 1,171,792.39  1,268,041.35   sFT  1.00016663   +1 09 00.2
 OE1828;UTM  18      - 4,783,434.749   507,824.590   MT  0.99960075   +0 03 57.4
 OE1828
 OE1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1828!SPC NY E     -   0.99991833  x   0.99991323  =   0.99983157
 OE1828!SPC NY C     -   0.99991833  x   1.00016663  =   1.00008495
 OE1828!UTM  18      -   0.99991833  x   0.99960075  =   0.99951911
 OE1828
 OE1828|---------------------------------------------------------------------|
 OE1828| PID    Reference Object                     Distance      Geod. Az  |
 OE1828|                                                           dddmmss.s |
 OE1828| OE1829 DAIRY HILL FIRETOWER                  7.589 METERS 01028     |
 OE1828| CZ7700 DAIRY RM 1                           29.941 METERS 21748     |
 OE1828| CZ7701 DAIRY RM 2                           29.036 METERS 31517     |
 OE1828| OE1831 DAIRY AZ MK                         APPROX. 0.8 KM 3311757.4 |
 OE1828|---------------------------------------------------------------------|
 OE1828
 OE1828                          SUPERSEDED SURVEY CONTROL
 OE1828
 OE1828  NAD 83(1986)-  43 12 13.14526(N)    074 54 13.26228(W) AD(       ) 1
 OE1828  NAD 27      -  43 12 12.89922(N)    074 54 14.70320(W) AD(       ) 1
 OE1828  NGVD 29 (07/19/86)  551.9    (m)         1811.     (f) VERT ANG       
 OE1828
 OE1828.Superseded values are not recommended for survey control.
 OE1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1828.See file dsdata.txt to determine how the superseded data were derived.
 OE1828
 OE1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0782583435(NAD 83)
 OE1828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1828
 OE1828  HISTORY     - Date     Condition        Report By
 OE1828  HISTORY     - 1942     MONUMENTED       CGS
 OE1828  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OE1828  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1828
 OE1828                          STATION DESCRIPTION
 OE1828
 OE1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1828'STATION IS LOCATED AT THE SITE OF THE DAIRY HILL FIRE TOWER,
 OE1828'8.0 MILES NW OF THE TOWN OF SALISBURY ON LAND OWNED BY THE STATE
 OE1828'OF NEW YORK.  IT IS 3.3 FEET W OF A STANDARD REFERENCE POST,
 OE1828'83.0 FEET E OF THE SE CORNER OF THE CARETAKERS HOME, 14.8 FEET
 OE1828'S OF SW LEG OF THE FIRE TOWER.  THE DISK IS STAMPED DAIRY 1942.
 OE1828'
 OE1828'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1828'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1828'
 OE1828'REFERENCE MARK NO.1 IS 98.15 FEET SW OF STATION AND 1.0 FOOT N
 OE1828'OF AN E-AND-W FENCE LINE.  THE DISK IS STAMPED DAIRY NO.1 1942.
 OE1828'
 OE1828'REFERENCE MARK NO.2 IS 95.21 FEET NW OF STATION, 49.5 FEET N OF
 OE1828'THE NE CORNER OF THE HOUSE, 1.0 FOOT N OF AN E-W FENCE LINE.  THE
 OE1828'DISK IS STAMPED DAIRY NO.2 1942.
 OE1828'
 OE1828'AZIMUTH MARK IS ABOUT 0.5 MILE NW OF STATION, 2.5 FEET E OF A
 OE1828'STANDARD REFERENCE POST, 19.5 FEET E OF A 15-INCH ELM TREE,
 OE1828'22 FEET N OF THE CENTER LINE OF THE ROAD, 1.0 FOOT S OF
 OE1828'FENCE.  THE DISK IS STAMPED DAIRY 1942.
 OE1828'
 OE1828'TO REACH STATION FROM INTERSECTION OF N.Y. HIGHWAY 29 AND
 OE1828'NORWAY ROAD IN SALISBURY, GO NW ON NORWAY ROAD 8.1 MILES TO
 OE1828'T-ROAD LEFT AND AZIMUTH MARK ON THE RIGHT AND A SIGN READING
 OE1828'DAIRY HILL OBSERVATORY, TURN LEFT ON T-ROAD AND GO 0.5 MILE TO
 OE1828'A T-LANE LEFT AND SIGN READING DAIRY HILL FIRE TOWER, TURN LEFT
 OE1828'INTO LAND AND GO 0.2 MILE TO FIRE TOWER AND STATION.
 OE1828'
 OE1828'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1828
 OE1828                          STATION RECOVERY (1974)
 OE1828
 OE1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 OE1828'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 OE1828'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 OE1828'BLOCKED TO THE WEST BY 6-INCH PINES.  VIEW TO SOUTH IS LIMITED TO
 OE1828'APPROXIMATELY 1 MILE.  AZIMUTH MARK IS VISIBLE FROM STATION.
 OE1828'
 OE1828'STATION IS LOCATED ON STATE LAND, AT THE SITE OF THE DAIRY
 OE1828'HILL FIRE TOWER.  STATION MARK IS A STANDARD DISK STAMPED
 OE1828'DAIRY 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 OE1828'3 INCHES FROM GROUND.  IT IS 14 FEET SOUTH-SOUTHEAST OF SOUTHWEST
 OE1828'LEG OF THE FIRE TOWER, 22 FEET SOUTHWEST OF SOUTHEAST LEG OF
 OE1828'THE TOWER, 33 FEET WEST OF FENCE AND 83 FEET EAST OF A CABIN.
 OE1828'
 OE1828'RM NO.1 IS A STANDARD DISK STAMPED DAIRY NO 1 1942, SET IN THE
 OE1828'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 OE1828'GROUND.  IT IS 1 FOOT NORTH OF FENCE LINE, 47 FEET EAST OF FENCE
 OE1828'CORNER AND 67 FEET SOUTHEAST OF SOUTHEAST CORNER OF A BUILDING.
 OE1828'
 OE1828'RM NO.2 IS A STANDARD DISK STAMPED DAIRY NO 2 1942, SET IN THE
 OE1828'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES FROM
 OE1828'GROUND.  IT IS 1 FOOT SOUTH OF FENCE LINE, 55 FEET EAST OF A
 OE1828'FENCE CORNER, AND 49 FEET NORTHEAST OF NORTHEAST CORNER OF CABIN.
 OE1828'
 OE1828'AZIMUTH MARK IS A STANDARD DISK STAMPED DAIRY 1942, SET IN THE
 OE1828'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 22
 OE1828'FEET NORTH OF CENTER LINE OF ROAD, 46 FEET NORTHWEST OF
 OE1828'INTERSECTION OF CENTER LINES OF A T-ROAD JUNCTION AND 1 FOOT SOUTH
 OE1828'OF A FENCE.
 OE1828'
 OE1828'TO REACH STATION FROM THE JUNCTION OF NY RTE. 29 AND NORWAY
 OE1828'ROAD IN SALISBURY, GO NORTHWEST ON NORWAY ROAD FOR 8.1 MILES TO
 OE1828'A T-ROAD LEFT AND THE AZIMUTH MARK ON RIGHT, AND A SIGN DAIRY
 OE1828'HILL OBSERVATORY.  TURN LEFT AND GO SOUTH 0.5 MILE TO A T-ROAD
 OE1828'LEFT.  TURN LEFT AND FOLLOW TRACK ROAD EAST 0.2 MILE TO STATION.
 OE1828'
 OE1828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1828'9 MILES NORTHWEST OF SALISBURY.
 OE1828
 OE1828                          STATION RECOVERY (1976)
 OE1828
 OE1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1828'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 OE1828'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 OE1828'REFERENCE MARK 1 WAS NOTED TO BE 0.025 METER OR 0.8 FOOT
 OE1828'LONGER.  THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE
 OE1828'0.016 METER OR 0.05 FOOT LONGER.  THE DIRECTION TO
 OE1828'REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK COMPARED
 OE1828'FAVORABLY WITH THE 1942 DATA.  THE DAIRY HILL
 OE1828'FIRE TOWER WAS FOUND TO BE IN A STATE OF DISREPAIR
 OE1828'AND WILL BE TORN DOWN IN THE NEAR FUTURE, THEREFORE
 OE1828'NO HORIZONTAL MEASUREMENT OF DISTANCE OR DIRECTIONS WAS
 OE1828'TAKEN AT THIS TIME.
 OE1828'
 OE1828'DUE TO CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 OE1828'THE STATION IS ABOUT 8 MILES SOUTHEAST OF POLAND AND 6 MILES
 OE1828'NORTHWEST OF SALISBURY ON STATE OWNED LAND.
 OE1828'
 OE1828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29
 OE1828'AND NORWAY ROAD IN SALISBURY, GO NORTHWESTERLY ON NORWAY ROAD
 OE1828'FOR 8.1 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 OE1828'RIGHT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.5 MILE TO
 OE1828'A DRIVEWAY LEFT WITH A LOCKED CABLE ACROSS IT.  TURN LEFT AND
 OE1828'GO 0.2 MILE ON A TRACK ROAD TO THE STATION ON THE HIGHEST PART
 OE1828'OF THE HILL.
 OE1828'
 OE1828'STATION MARKS ARE STANDARD DISKS, STAMPED---DAIRY 1942---.
 OE1828'THE UNDERGROUND DISK WAS NOT INSPECTED.  THE SURFACE DISK IS SET
 OE1828'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OE1828'5 INCHES ABOVE THE GROUND.  IT IS 40 FEET WEST OF A FENCE AND
 OE1828'20 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF LOOKOUT TOWER.
 OE1828'
 OE1828'REFERENCE MARK 1, STAMPED---DAIRY NO 1 1942---, IS A STANDARD
 OE1828'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OE1828'3 INCHES ABOVE THE GROUND.  IT IS 25 FEET SOUTH OF TRACK ROAD
 OE1828'AND 103 FEET SOUTHWEST OF SOUTHWEST LEG OF LOOKOUT TOWER.
 OE1828'ABOUT 6 FEET LOWER THAN THE STATION.
 OE1828'
 OE1828'REFERENCE MARK 2, STAMPED---DAIRY NO 2 1942---, IS A STANDARD
 OE1828'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OE1828'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 88 FEET NORTHWEST
 OE1828'OF SOUTHWEST LEG OF LOOKOUT TOWER AND 2 FEET SOUTH OF FENCE.
 OE1828'ABOUT 7 FEET LOWER THAN THE STATION.
 OE1828'
 OE1828'AZIMUTH MARK, STAMPED---DAIRY 1942---, IS A STANDARD DISK SET
 OE1828'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 OE1828'WITH THE GROUND.  IT IS 21 FEET NORTH OF THE APPROXIMATE CENTER
 OE1828'OF A PAVED ROAD, 18 FEET EAST OF A 20-INCH ELM TREE AND 2.5
 OE1828'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 OE1828'
 OE1828'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 OE1828'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF HILL
 OE1828'ON LINE.
 OE1828'
 OE1828'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1831 ***********************************************************************
 OE1831  DESIGNATION -  DAIRY AZ MK
 OE1831  PID         -  OE1831
 OE1831  STATE/COUNTY-  NY/HERKIMER
 OE1831  USGS QUAD   -  MIDDLEVILLE (1943)
 OE1831
 OE1831                         *CURRENT SURVEY CONTROL
 OE1831  ___________________________________________________________________
 OE1831* NAD 83(1996)-  43 12 35.82956(N)    074 54 30.24404(W)     ADJUSTED  
 OE1831* NAVD 88     -       530.7    (meters)    1741.     (feet)  VERTCON   
 OE1831  ___________________________________________________________________
 OE1831  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 OE1831  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 OE1831
 OE1831  HORZ ORDER  -  SECOND
 OE1831
 OE1831.The horizontal coordinates were established by classical geodetic methods
 OE1831.and adjusted by the National Geodetic Survey in January 1999..
 OE1831
 OE1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE1831
 OE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1831
 OE1831.The geoid height was determined by GEOID03.
 OE1831
 OE1831;                    North         East     Units Scale Factor Converg.
 OE1831;SPC NY E     -   486,075.231   116,815.487   MT  0.99991354   -0 16 46.6
 OE1831;SPC NY E     - 1,594,731.82    383,252.14   sFT  0.99991354   -0 16 46.6
 OE1831;UTM  18      - 4,784,134.183   507,440.603   MT  0.99960068   +0 03 45.8
 OE1831
 OE1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1831!SPC NY E     -   0.99992164  x   0.99991354  =   0.99983519
 OE1831!UTM  18      -   0.99992164  x   0.99960068  =   0.99952235
 OE1831
 OE1831|---------------------------------------------------------------------|
 OE1831| PID    Reference Object                     Distance      Geod. Az  |
 OE1831|                                                           dddmmss.s |
 OE1831| OE1830 DAIRY AZ MK A PT                      5.858 METERS 04657     |
 OE1831| OE1828 DAIRY                               APPROX. 0.8 KM 1511745.8 |
 OE1831|---------------------------------------------------------------------|
 OE1831
 OE1831                          SUPERSEDED SURVEY CONTROL
 OE1831
 OE1831  NAD 83(1986)-  43 12 35.83286(N)    074 54 30.24427(W) AD(       ) 2
 OE1831  NAD 27      -  43 12 35.58717(N)    074 54 31.68420(W) AD(       ) 2
 OE1831  NGVD 29 (07/19/86)  530.8    (m)         1741.     (f) VERT ANG       
 OE1831
 OE1831.Superseded values are not recommended for survey control.
 OE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1831.See file dsdata.txt to determine how the superseded data were derived.
 OE1831
 OE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0744184134(NAD 83)
 OE1831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OE1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1831+STABILITY: SURFACE MOTION
 OE1831
 OE1831  HISTORY     - Date     Condition        Report By
 OE1831  HISTORY     - 1976     MONUMENTED       NGS
 OE1831
 OE1831                          STATION DESCRIPTION
 OE1831
 OE1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1831'THIS MARK SERVES AS THE AZIMUTH MARK FOR STATION DAIRY.  AN EDM
 OE1831'TIE WAS MADE FROM THAT STATION.  SEE DESCRIPTION THEREOF.
 OE1831'
 OE1831'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1829 ***********************************************************************
 OE1829  DESIGNATION -  DAIRY HILL FIRETOWER
 OE1829  PID         -  OE1829
 OE1829  STATE/COUNTY-  NY/HERKIMER
 OE1829  USGS QUAD   -  MIDDLEVILLE (1943)
 OE1829
 OE1829                         *CURRENT SURVEY CONTROL
 OE1829  ___________________________________________________________________
 OE1829* NAD 83(1996)-  43 12 13.38378(N)    074 54 13.20099(W)     ADJUSTED  
 OE1829* NAVD 88     -                                                        
 OE1829  ___________________________________________________________________
 OE1829  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 OE1829  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 OE1829
 OE1829  HORZ ORDER  -  THIRD
 OE1829
 OE1829.The horizontal coordinates were established by classical geodetic methods
 OE1829.and adjusted by the National Geodetic Survey in January 1999..
 OE1829
 OE1829
 OE1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1829
 OE1829.The geoid height was determined by GEOID03.
 OE1829
 OE1829;                    North         East     Units Scale Factor Converg.
 OE1829;SPC NY E     -   485,380.751   117,196.821   MT  0.99991323   -0 16 34.9
 OE1829;SPC NY E     - 1,592,453.35    384,503.24   sFT  0.99991323   -0 16 34.9
 OE1829;SPC NY C     -   357,170.526   386,501.003   MT  1.00016663   +1 09 00.2
 OE1829;SPC NY C     - 1,171,816.97  1,268,045.37   sFT  1.00016663   +1 09 00.2
 OE1829;UTM  18      - 4,783,442.210   507,825.959   MT  0.99960075   +0 03 57.4
 OE1829
 OE1829                          SUPERSEDED SURVEY CONTROL
 OE1829
 OE1829  NAD 83(1986)-  43 12 13.38628(N)    074 54 13.20192(W) AD(       ) 4
 OE1829  NAD 27      -  43 12 13.14022(N)    074 54 14.64314(W) AD(       ) 3
 OE1829
 OE1829.Superseded values are not recommended for survey control.
 OE1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1829.See file dsdata.txt to determine how the superseded data were derived.
 OE1829
 OE1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0782683442(NAD 83)
 OE1829
 OE1829  HISTORY     - Date     Condition        Report By
 OE1829  HISTORY     - 1942     MONUMENTED       CGS
 OE1829  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OE1829
 OE1829                          STATION DESCRIPTION
 OE1829
 OE1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1829'THIS TRAVERSE STATION IS LOCATED ABOUT 8.0 MILES NW OF SALISBURY,
 OE1829'ON LAND OWNED BY THE STATE OF NEW YORK.  IT IS A FOUR-LEGGED GREY
 OE1829'STEEL STRUCTURE ABOUT 80 FEET HIGH WITH AN ENCLOSED METAL
 OE1829'CAB.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
 OE1829'
 OE1829'TO REACH STATION FROM THE INTERSECTION OF N.Y. HIGHWAY 29 AND
 OE1829'NORWAY ROAD IN SALISBURY, GO NW ON NORWAY ROAD 8.1 MILES TO
 OE1829'T-ROAD LEFT AND A SIGN READING DAIRY HILL OBSERVATORY, TURN LEFT
 OE1829'ON T-ROAD AND GO 0.5 MILE TO T-LANE LEFT AND A SIGN DAIRY HILL
 OE1829'FIRE TOWER, TURN LEFT INTO LAND AND GO 0.2 MILE TO FIRE TOWER.
 OE1829'
 OE1829'A TRAVERSE CONNECTION WAS MADE FROM STATION DAIRY.  DISTANCE
 OE1829'7.513 METERS (24.65 FEET).
 OE1829
 OE1829                          STATION RECOVERY (1976)
 OE1829
 OE1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 OE1829'THE STATION, DAIRY HILL FIRE TOWER, WAS RECOVERED AS DESCRIBED
 OE1829'BY K.J.B. IN 1942.  THE TOWER IS NO LONGER MANNED AND IS
 OE1829'SCHEDULED TO BE TORN DOWN IN THE FUTURE, THERFORE IT WAS NOT
 OE1829'REPOSITIONED AT THIS TIME.
 OE1829'
 OE1829'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0279 ***********************************************************************
 OE0279  DESIGNATION -  DALBIN
 OE0279  PID         -  OE0279
 OE0279  STATE/COUNTY-  NY/FULTON
 OE0279  USGS QUAD   -  BROADALBIN (1970)
 OE0279
 OE0279                         *CURRENT SURVEY CONTROL
 OE0279  ___________________________________________________________________
 OE0279* NAD 83(1996)-  43 01 28.80820(N)    074 10 26.84252(W)     ADJUSTED  
 OE0279* NAVD 88     -       270.756  (meters)     888.31   (feet)  ADJUSTED  
 OE0279  ___________________________________________________________________
 OE0279  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OE0279  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OE0279  DYNAMIC HT  -         270.684 (meters)     888.07  (feet)  COMP
 OE0279  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 OE0279
 OE0279  HORZ ORDER  -  THIRD
 OE0279  VERT ORDER  -  SECOND    CLASS 0
 OE0279
 OE0279.The horizontal coordinates were established by classical geodetic methods
 OE0279.and adjusted by the National Geodetic Survey in January 1999..
 OE0279
 OE0279.The orthometric height was determined by differential leveling
 OE0279.and adjusted by the National Geodetic Survey in June 1991..
 OE0279
 OE0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE0279
 OE0279.The geoid height was determined by GEOID03.
 OE0279
 OE0279.The dynamic height is computed by dividing the NAVD 88
 OE0279.geopotential number by the normal gravity value computed on the
 OE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0279.degrees latitude (g = 980.6199 gals.).
 OE0279
 OE0279.The modeled gravity was interpolated from observed gravity values.
 OE0279
 OE0279;                    North         East     Units Scale Factor Converg.
 OE0279;SPC NY E     -   465,463.750   176,559.053   MT  0.99990867   +0 13 20.5
 OE0279;SPC NY E     - 1,527,108.99    579,260.83   sFT  0.99990867   +0 13 20.5
 OE0279;UTM  18      - 4,763,885.154   567,289.108   MT  0.99965570   +0 33 48.7
 OE0279
 OE0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE0279!SPC NY E     -   0.99996234  x   0.99990867  =   0.99987102
 OE0279!UTM  18      -   0.99996234  x   0.99965570  =   0.99961806
 OE0279
 OE0279|---------------------------------------------------------------------|
 OE0279| PID    Reference Object                     Distance      Geod. Az  |
 OE0279|                                                           dddmmss.s |
 OE0279| CZ7705 DALBIN RM 3                          42.743 METERS 05059     |
 OE0279| CZ7703 DALBIN RM 1                          60.929 METERS 05349     |
 OE0279| OE0281 CARPET CITY A                         5.946 METERS 09355     |
 OE0279| CZ7706 DALBIN RM 4                          16.366 METERS 11538     |
 OE0279| CZ7704 DALBIN RM 2                          16.215 METERS 11554     |
 OE0279| OE1780 BROADALBIN MUNICIPAL TANK           APPROX. 2.8 KM 3224202.9 |
 OE0279| CZ7702 DALBIN AZ MK                                       3413804.9 |
 OE0279|---------------------------------------------------------------------|
 OE0279
 OE0279                          SUPERSEDED SURVEY CONTROL
 OE0279
 OE0279  NAD 83(1986)-  43 01 28.81267(N)    074 10 26.84255(W) AD(       ) 3
 OE0279  NAD 27      -  43 01 28.54582(N)    074 10 28.36873(W) AD(       ) 3
 OE0279  NGVD 29 (??/??/92)  270.904  (m)          888.79   (f) ADJ UNCH    2 0
 OE0279
 OE0279.Superseded values are not recommended for survey control.
 OE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0279.See file dsdata.txt to determine how the superseded data were derived.
 OE0279
 OE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN6728963885(NAD 83)
 OE0279_MARKER: DB = BENCH MARK DISK
 OE0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0279_STAMPING: DALBIN 1942
 OE0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0279+STABILITY: SURFACE MOTION
 OE0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE0279+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 OE0279
 OE0279  HISTORY     - Date     Condition        Report By
 OE0279  HISTORY     - 1942     MONUMENTED       CGS
 OE0279  HISTORY     - 1942     GOOD             CGS
 OE0279  HISTORY     - 1975     GOOD             NGS
 OE0279  HISTORY     - 1975     GOOD             SELLS
 OE0279  HISTORY     - 1977     GOOD             NYDT
 OE0279  HISTORY     - 20040927 GOOD             USPSQD
 OE0279
 OE0279                          STATION DESCRIPTION
 OE0279
 OE0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE0279'STATION IS LOCATED ABOUT 1.2 MILES E OF PERTH AND 6 MILES NNE OF
 OE0279'AMSTERDAM, AT THE SITE OF THE PERTH AIRPORT, 54.3 FEET NW OF THE
 OE0279'SW CORNER OF THE OFFICE BUILDING, 38.6 FEET W OF THE NW CORNER
 OE0279'OF THE OFFICE BUILDING AND ON PROPERTY OWNED BY AMSTERDAM FLYING
 OE0279'SERVICE.  THE DISK IS STAMPED DALBIN 1942.
 OE0279'
 OE0279'REFERENCE MARK NO. 1 IS 199.90 FEET E OF THE STATION SET IN A
 OE0279'N-S FENCE LINE, 21 FEET E OF THE CENTER OF THE ROAD.  THE DISK
 OE0279'IS STAMPED DALBIN NO. 1 1942.
 OE0279'
 OE0279'REFERENCE MARK NO. 2 IS 53.19 FEET SE OF THE STATION, 2.8 FEET W
 OE0279'OF THE SW CORNER OF THE OFFICE BUILDING.  THE DISK IS STAMPED
 OE0279'DALBIN NO. 2, 1942.
 OE0279'
 OE0279'AZIMUTH MARK IS ABOUT 0.6 MILE N OF THE STATION, 2.0 FEET S OF A
 OE0279'BRONZE REFERENCE POST, 28.5 FEET E OF THE CENTER OF THE ROAD.  THE
 OE0279'DISK IS STAMPED DALBIN 1942.
 OE0279'
 OE0279'U.S.C. AND G.S. B.M. CARPET CITY (A) IS 19.53 FEET E OF THE
 OE0279'STATION, 23.0 FEET W OF THE NW CORNER OF THE OFFICE BUILDING.  THE
 OE0279'DISK IS STAMPED CARPET B.M. A 1942.  (DESCRIPTION BY LEVELING PARTY
 OE0279'OF G.C.M. STATES THAT BENCH MARK STAMPED CARPET CITY A 1942)
 OE0279'
 OE0279'TO REACH STATION FROM THE INTERSECTION OF W. MAIN STREET AND
 OE0279'MARKET STREET, ALSO BEING THE INTERSECTION OF N.Y. ROUTES 5 AND
 OE0279'30 IN AMSTERDAM, GO NORTHERLY ON ROUTE 30, 5.9 MILES TO CROSSROADS
 OE0279'IN THE VILLAGE OF PERTH, TURN RIGHT AND GO 1.15 MILES TO A
 OE0279'CROSSROAD TURN LEFT 0.05 MILE TO PERTH AIRPORT ON THE LEFT AND
 OE0279'STATION.
 OE0279'
 OE0279'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE OF THE AIRPORT, GO N
 OE0279'0.55 MILE TO THE AZIMUTH ON THE RIGHT SIDE OF THE ROAD.
 OE0279'
 OE0279'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE0279
 OE0279                          STATION RECOVERY (1942)
 OE0279
 OE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 OE0279'7.1 MI NE FROM AMSTERDAM.
 OE0279'ABOUT 5.9 MILES NORTH ALONG HIGHWAY 30 FROM THE PASSENGER STATION AT
 OE0279'AMSTERDAM AND THENCE EAST ALONG A TAR ROAD (ABOUT ONE AND ONE TENTH
 OE0279'MILES).  LOCATED ABOUT 36 FEET WEST OF THE NORTH WEST CORNER OF THE
 OE0279'OFFICE BUILDING OF THE CARPET CITY AIR PORT.
 OE0279
 OE0279                          STATION RECOVERY (1975)
 OE0279
 OE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OE0279'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  RM
 OE0279'1 WAS DESTROYED BY DITCHING AND RM 2 DISK WAS BROKEN OFF BY
 OE0279'BULLDOZER, BUT THE CONCRETE MONUMENT REMAINED INTACT.  TWO NEW
 OE0279'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.  BENCH MARK CARPET
 OE0279'CITY (A) WAS FOUND BROKEN OFF 1 FOOT BELOW GROUND.  THE AIRPORT
 OE0279'IS NOW ABANDONED AND THE BUILDINGS USED BY A CONSTRUCTION
 OE0279'COMPANY, AND THE OLD OFFICE IS USED AS A RESIDENCE.
 OE0279'
 OE0279'STATION MARK IS A STANDARD DISK STAMPED DALBIN 1942, SET IN A
 OE0279'CONCRETE MONUMENT 4 INCHES BELOW GROUND SURFACE, IN THE MIDDLE OF A
 OE0279'GRAVELLED ROAD TURN-AROUND.  IT IS 38.6 FEET WEST OF NORTHWEST
 OE0279'CORNER OF THE OLD OFFICE, 54.5 FEET NORTHWEST OF SOUTHWEST CORNER
 OE0279'OF THE OLD OFFICE, 170.5 FEET SOUTHWEST OF CENTER LINE OF MIDLINE
 OE0279'ROAD, 48.5 FEET EAST OF NORTHEAST CORNER OF OLD T-HANGAR ROW, AND 1
 OE0279'FOOT SOUTH OF RANGE OF NORTH END OF THE OLD OFFICE.
 OE0279'
 OE0279'RM NO. 3 IS A STANDARD NGS DISK STAMPED DALBIN 1942 NO 3 1975,
 OE0279'SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH
 OE0279'GROUND, ON ROAD RIGHT-OF-WAY, 56.1 FEET NORTH OF NORTHEAST CORNER
 OE0279'OF THE OLD HANGAR, 33 FEET NORTH OF CENTER LINE OF ENTRANCE ROAD,
 OE0279'37 FEET WEST OF CENTER LINE OF MIDLINE ROAD, 1.5 FEET NORTHEAST
 OE0279'OF NORTH END POST OF A 20-FOOT-LONG CHAIN-LINK FENCE, AND 1.5
 OE0279'FEET NORTH OF A METAL WITNESS POST.
 OE0279'
 OE0279'RM NO. 4 IS A STANDARD DISK STAMPED DALBIN 1942 NO 4 1975,
 OE0279'CEMENTED IN A DRILL HOLE IN THE OLD RM 2 CONCRETE MONUMENT, FLUSH
 OE0279'WITH GROUND AND 2.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD
 OE0279'OFFICE BUILDING.
 OE0279'
 OE0279'AZIMUTH MARK IS A STANDARD DISK STAMPED DALBIN 1942, SET IN THE TOP
 OE0279'OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 OE0279'GROUND.  IT IS 20 FEET EAST OF CENTER LINE OF MIDLINE ROAD, 100
 OE0279'FEET NORTH OF POWER POLE NO. 85, 80 FEET SOUTH OF CENTER LINE OF
 OE0279'DRIVEWAY TO RYANS HOUSE AND TOP OF RISE, ON A SMALL CUTBANK 6
 OE0279'FEET WEST OF FENCE LINE AND 8 FEET SOUTH OF END OF A BRUSHROW.
 OE0279'
 OE0279'TO REACH STATION FROM THE VILLAGE OF PERTH, AT TRAFFIC LIGHT AT
 OE0279'CROSSROAD INTERSECTION OF NY RTE. 30 AND COUNTY RTE. 107, GO
 OE0279'EAST ON C.R. 107 FOR 1.1 MILES TO CROSSROAD.  TURN LEFT AND GO
 OE0279'NORTH ON MIDLINE RD. FOR 0.1 MILE TO STATION ON LEFT AT ABANDONED
 OE0279'AIRPORT.
 OE0279'
 OE0279'TO REACH AZIMUTH MARK FROM STATION, GO NORTHERLY ON MIDLINE RD. FOR
 OE0279'0.55 MILE TO TOP OF RISE AND THE MARK ON RIGHT.
 OE0279'
 OE0279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE0279'1 MILE EAST OF PERTH.
 OE0279
 OE0279                          STATION RECOVERY (1975)
 OE0279
 OE0279'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 OE0279'THE STATION, R.M. NO. 4 AND THE AZIMUTH MARK WERE RECOVERED IN
 OE0279'GOOD CONDITION.  R.M. NO. 4 IS 53.68 FEET SE OF THE STATION.  THE
 OE0279'SITE IS NO LONGER AN AIRPORT - THE BUILDINGS ARE OCCUPIED BY THE
 OE0279'MIDLINE CONSTRUCTION CORP.
 OE0279
 OE0279                          STATION RECOVERY (1977)
 OE0279
 OE0279'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0279'THE MARK IS LOCATED ABOUT 2.1 MILES NORTH ON COUNTY ROAD 107 FROM ITS
 OE0279'INTERSECTION WITH ROUTE 30 AT PERTH, FULTER COUNTY, THENCE ABOUT 0.05
 OE0279'MILE WEST ON MIDLINE ROAD TO THE OLD CARPET CITY AIRPORT NOW THE
 OE0279'REDMOND BUILDING SUPPLY, ABOUT 54.3 FEET NORTHWEST OF THE SOUTHWEST
 OE0279'CORNER OF A 1 STORY WHITE WITH RED TRIM BUILDING (FORMER OFFICE
 OE0279'BUILDING), AND ABOUT 38.6 FEET WEST OF THE NORTHWEST CORNER OF THE
 OE0279'SAME BUILDING. THE MARK IS A STANDARD TRIANGULATION - STATION DISK
 OE0279'BURIED ABOUT 5 INCHES UNDERTHE THE DRIVEWAY, AND STAMPED DALBIN 1942.
 OE0279
 OE0279                          STATION RECOVERY (2004)
 OE0279
 OE0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 OE0279'FOUND STATION AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0280 ***********************************************************************
 OE0280  DESIGNATION -  DALBIN 2
 OE0280  PID         -  OE0280
 OE0280  STATE/COUNTY-  NY/FULTON
 OE0280  USGS QUAD   -  BROADALBIN (1970)
 OE0280
 OE0280                         *CURRENT SURVEY CONTROL
 OE0280  ___________________________________________________________________
 OE0280* NAD 83(1986)-  43 01 28.     (N)    074 10 26.     (W)     SCALED    
 OE0280* NAVD 88     -       271.229  (meters)     889.86   (feet)  ADJUSTED  
 OE0280  ___________________________________________________________________
 OE0280  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 OE0280  DYNAMIC HT  -         271.157 (meters)     889.62  (feet)  COMP
 OE0280  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 OE0280
 OE0280  VERT ORDER  -  SECOND    CLASS 0
 OE0280
 OE0280.The horizontal coordinates were scaled from a topographic map and have
 OE0280.an estimated accuracy of +/- 6 seconds.
 OE0280
 OE0280.The orthometric height was determined by differential leveling
 OE0280.and adjusted by the National Geodetic Survey in June 1991..
 OE0280
 OE0280.The geoid height was determined by GEOID03.
 OE0280
 OE0280.The dynamic height is computed by dividing the NAVD 88
 OE0280.geopotential number by the normal gravity value computed on the
 OE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0280.degrees latitude (g = 980.6199 gals.).
 OE0280
 OE0280.The modeled gravity was interpolated from observed gravity values.
 OE0280
 OE0280;                    North         East    Units  Estimated Accuracy
 OE0280;SPC NY E     -   465,440.      176,580.      MT  (+/- 180 meters Scaled)
 OE0280
 OE0280                          SUPERSEDED SURVEY CONTROL
 OE0280
 OE0280  NGVD 29 (??/??/92)  271.38   (m)          890.4    (f) COMPUTED    2 0
 OE0280
 OE0280.Superseded values are not recommended for survey control.
 OE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0280.See file dsdata.txt to determine how the superseded data were derived.
 OE0280
 OE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN673638(NAD 83)
 OE0280_MARKER: DB = BENCH MARK DISK
 OE0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0280_STAMPING: DALBIN 2 1942
 OE0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0280+STABILITY: SURFACE MOTION
 OE0280
 OE0280  HISTORY     - Date     Condition        Report By
 OE0280  HISTORY     - 1942     MONUMENTED       CGS
 OE0280  HISTORY     - 20050602 MARK NOT FOUND   USPSQD
 OE0280
 OE0280                          STATION DESCRIPTION
 OE0280
 OE0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0280'4.9 MI SE FROM BROADALBIN.
 OE0280'ABOUT 7.1 MILES NORTH EAST OF AMSTERDAM ABOUT 5.9 MILES NORTH ALONG
 OE0280'HIGHWAY 30 FROM THE PASSENGER STATION AT AMSTERDAM AND THENCE 1.1
 OE0280'MILES EAST ALONG A TAR ROAD. LOCATED ABOUT 3 FEET WEST ON THE SOUTH
 OE0280'WEST CORNER OF THE CARPET CITY AIR PORT OFFICE BUILDING. 53.2 FT. SE
 OE0280'OF TRIANGULATION STATION.
 OE0280
 OE0280                          STATION RECOVERY (2005)
 OE0280
 OE0280'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0006 ***********************************************************************
 OF0006  DESIGNATION -  DALL
 OF0006  PID         -  OF0006
 OF0006  STATE/COUNTY-  NY/OSWEGO
 OF0006  USGS QUAD   -  PULASKI (1980)
 OF0006
 OF0006                         *CURRENT SURVEY CONTROL
 OF0006  ___________________________________________________________________
 OF0006* NAD 83(1986)-  43 31 11.     (N)    076 12 57.     (W)     SCALED    
 OF0006* NAVD 88     -        95.381  (meters)     312.93   (feet)  ADJUSTED  
 OF0006  ___________________________________________________________________
 OF0006  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OF0006  DYNAMIC HT  -          95.361 (meters)     312.86  (feet)  COMP
 OF0006  MODELED GRAV-     980,412.0   (mgal)                       NAVD 88
 OF0006
 OF0006  VERT ORDER  -  FIRST     CLASS II
 OF0006
 OF0006.The horizontal coordinates were scaled from a topographic map and have
 OF0006.an estimated accuracy of +/- 6 seconds.
 OF0006
 OF0006.The orthometric height was determined by differential leveling
 OF0006.and adjusted by the National Geodetic Survey in June 1991..
 OF0006
 OF0006.The geoid height was determined by GEOID03.
 OF0006
 OF0006.The dynamic height is computed by dividing the NAVD 88
 OF0006.geopotential number by the normal gravity value computed on the
 OF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0006.degrees latitude (g = 980.6199 gals.).
 OF0006
 OF0006.The modeled gravity was interpolated from observed gravity values.
 OF0006
 OF0006;                    North         East    Units  Estimated Accuracy
 OF0006;SPC NY C     -   390,970.      279,710.      MT  (+/- 180 meters Scaled)
 OF0006
 OF0006                          SUPERSEDED SURVEY CONTROL
 OF0006
 OF0006  NGVD 29 (??/??/92)   95.52   (m)          313.4    (f) COMPUTED    1 2
 OF0006
 OF0006.Superseded values are not recommended for survey control.
 OF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0006.See file dsdata.txt to determine how the superseded data were derived.
 OF0006
 OF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP017192(NAD 83)
 OF0006_MARKER: Q = CHISELED SQUARE
 OF0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0006_SP_SET: CULVERT
 OF0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0006+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 OF0006
 OF0006  HISTORY     - Date     Condition        Report By
 OF0006  HISTORY     - UNK      MONUMENTED       USLS
 OF0006  HISTORY     - 1968     GOOD             NGS
 OF0006  HISTORY     - 20001128 GOOD             NYDT
 OF0006  HISTORY     - 20060404 MARK NOT FOUND   NYDT
 OF0006
 OF0006                          STATION DESCRIPTION
 OF0006
 OF0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0006'3.8 MI S FROM PORT ONTARIO.
 OF0006'DALL IS IN OSWEGO COUNTY, NEW YORK, ABOUT 3.8 MILES SOUTHERLY OF
 OF0006'PORT ONTARIO, 0.5 MILE NORTHERLY OF INTERSECTION OF HIGHWAYS NOS.
 OF0006'104 B AND 3, 21 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY NO. 3, 2.0
 OF0006'FEET NORTHEAST OF CONCRETE GUARD POST, AT THE NORTHWEST CORNER OF
 OF0006'CONCRETE CULVERT, 3 FEET BELOW THE ROAD SURFACE, BEING HIGHEST POINT
 OF0006'IN A 2-INCH SQUARE FORMED BY TWO CUT LINES AND THE NORTHWEST CORNER
 OF0006'OF THE CULVERT.
 OF0006
 OF0006                          STATION RECOVERY (2000)
 OF0006
 OF0006'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (AMA)
 OF0006'RECOVERED IN GOOD CONDITION.
 OF0006
 OF0006                          STATION RECOVERY (2006)
 OF0006
 OF0006'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1029 ***********************************************************************
 NC1029  DESIGNATION -  DALL RESET
 NC1029  PID         -  NC1029
 NC1029  STATE/COUNTY-  NY/CATTARAUGUS
 NC1029  USGS QUAD   -  LIMESTONE (1976)
 NC1029
 NC1029                         *CURRENT SURVEY CONTROL
 NC1029  ___________________________________________________________________
 NC1029* NAD 83(1996)-  42 05 49.99616(N)    078 37 34.21532(W)     ADJUSTED  
 NC1029* NAVD 88     -       446.54   (+/-2cm)    1465.0    (feet)  VERTCON   
 NC1029  ___________________________________________________________________
 NC1029  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 NC1029  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NC1029
 NC1029  HORZ ORDER  -  THIRD
 NC1029  VERT ORDER  -  THIRD ? (See Below)
 NC1029
 NC1029.The horizontal coordinates were established by classical geodetic methods
 NC1029.and adjusted by the National Geodetic Survey in January 1999..
 NC1029
 NC1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1029.The vertical order pertains to the NGVD 29 superseded value.
 NC1029
 NC1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1029
 NC1029.The geoid height was determined by GEOID03.
 NC1029
 NC1029;                    North         East     Units Scale Factor Converg.
 NC1029;SPC NY W     -   232,892.945   346,456.502   MT  0.99993765   -0 01 43.4
 NC1029;SPC NY W     -   764,082.94  1,136,666.04   sFT  0.99993765   -0 01 43.4
 NC1029;UTM  17      - 4,663,297.631   696,301.125   MT  1.00007417   +1 35 30.8
 NC1029
 NC1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1029!SPC NY W     -   0.99993506  x   0.99993765  =   0.99987272
 NC1029!UTM  17      -   0.99993506  x   1.00007417  =   1.00000923
 NC1029
 NC1029|---------------------------------------------------------------------|
 NC1029| PID    Reference Object                     Distance      Geod. Az  |
 NC1029|                                                           dddmmss.s |
 NC1029| AI7884 DALL RM 1                             9.689 METERS 07654     |
 NC1029| AI7886 DALL AZ MK                                         1992455.8 |
 NC1029| AI7885 DALL RM 2                             8.132 METERS 32141     |
 NC1029|---------------------------------------------------------------------|
 NC1029
 NC1029                          SUPERSEDED SURVEY CONTROL
 NC1029
 NC1029  NAD 83(1986)-  42 05 49.99956(N)    078 37 34.21282(W) AD(       ) 3
 NC1029  NAD 27      -  42 05 49.77079(N)    078 37 35.11220(W) AD(       ) 3
 NC1029  NGVD 29 (07/19/86)  446.70   (m)         1465.5    (f) LEVELING    3  
 NC1029
 NC1029.Superseded values are not recommended for survey control.
 NC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1029.See file dsdata.txt to determine how the superseded data were derived.
 NC1029
 NC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9630163298(NAD 83)
 NC1029_MARKER: DS = TRIANGULATION STATION DISK
 NC1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1029_STAMPING: DALL 1964 1983
 NC1029_MARK LOGO: NGS   
 NC1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1029+STABILITY: SURFACE MOTION
 NC1029
 NC1029  HISTORY     - Date     Condition        Report By
 NC1029  HISTORY     - 1983     MONUMENTED       NGS
 NC1029
 NC1029                          STATION DESCRIPTION
 NC1029
 NC1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NC1029'THE STATION MARK WAS RECOVERED BROKEN OFF AND TILTED.  REFERENCE MARKS
 NC1029'1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NC1029'SEARCHED FOR BUT NOT FOUND.  THE HIGHWAY HAS BEEN RAISED IN THE AREA
 NC1029'AND THE MARK IS PROBABLY COVERED OVER BY ABOUT 2 FEET (0.6 M) OF FILL.
 NC1029'THE STATION MARK WAS RESET IN ITS ORIGINAL POSITION BY USING THE OLD
 NC1029'DISTANCES AND DIRECTION FORM THE REFERENCE MARKS.  AFTER THIS WAS
 NC1029'COMPLETED STATION DALL 2 AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 NC1029'AS THE ORIGINAL STATION WAS IN THE WAY OF CONSTRUCTION WORK.  BENCH
 NC1029'MARK N 69 RESET 1983 WAS ALSO ESTABLISHED AS A NEW AZIMUTH MARK.  SEE
 NC1029'THE DESCRIPTIONS FOR DALL 2 AND BENCH MARK N 69 RESET 1983.  DESCRIBED
 NC1029'BY ALFRED BAUGH.
 NC1029'THE STATION IS A STANDARD NGS DISK STAMPED-DALL 1964 1983--, WELDED TO
 NC1029'THE TOP OF A 3-INCH GALVANIZED PIPE, SURROUNDED BY A MASS OF CONCRETE
 NC1029'PROJECTING 10 CM (4 INCHES) ABOVE THE GROUND.  LOCATED 67.1 METERS
 NC1029'(220.1 FT) NORTHEAST FORM THE CENTERLINE OF STATE HIGHWAY 17. 15.5
 NC1029'METERS (50.9 FT) WEST-SOUTHWEST FORM A 18-INCH DIAMETER WHITE OAK
 NC1029'TREE.  3.3 METERS (10.8 FT) WEST-SOUTHWEST FORM THE NORTHERN MOST OF 2
 NC1029'UTILITY POLES STAMPED NM 1.  3.3 METERS (10.8 FT) NORTH FORM THE
 NC1029'SOUTHERN MOST OF 2 UTILITY POLES STAMPED NLO 1 AND 1.1 METER (3.6 FT)
 NC1029'EAST-SOUTHEAST FORM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3218 ***********************************************************************
 KU3218  DESIGNATION -  DALY
 KU3218  PID         -  KU3218
 KU3218  STATE/COUNTY-  NY/NASSAU
 KU3218  USGS QUAD   -  LAWRENCE (1979)
 KU3218
 KU3218                         *CURRENT SURVEY CONTROL
 KU3218  ___________________________________________________________________
 KU3218* NAD 83(1996)-  40 37 14.50527(N)    073 39 00.03115(W)     ADJUSTED  
 KU3218* NAVD 88     -        12.2    (meters)      40.     (feet)  VERTCON   
 KU3218  ___________________________________________________________________
 KU3218  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KU3218  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KU3218
 KU3218  HORZ ORDER  -  FIRST
 KU3218
 KU3218.The horizontal coordinates were established by classical geodetic methods
 KU3218.and adjusted by the National Geodetic Survey in January 1999..
 KU3218
 KU3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3218
 KU3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3218
 KU3218.The geoid height was determined by GEOID03.
 KU3218
 KU3218;                    North         East     Units Scale Factor Converg.
 KU3218;SPC NY L     -    50,477.035   329,614.754   MT  1.00000287   +0 13 44.1
 KU3218;SPC NY L     -   165,606.74  1,081,411.07   sFT  1.00000287   +0 13 44.1
 KU3218;UTM  18      - 4,497,527.988   614,186.343   MT  0.99976049   +0 52 44.4
 KU3218
 KU3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3218!SPC NY L     -   1.00000308  x   1.00000287  =   1.00000595
 KU3218!UTM  18      -   1.00000308  x   0.99976049  =   0.99976357
 KU3218
 KU3218:                Primary Azimuth Mark                     Grid Az
 KU3218:SPC NY L     -  ROCKVILLE CENTRE EAST TANK               010 39 10.4
 KU3218:UTM  18      -  ROCKVILLE CENTRE EAST TANK               010 00 10.1
 KU3218
 KU3218|---------------------------------------------------------------------|
 KU3218| PID    Reference Object                     Distance      Geod. Az  |
 KU3218|                                                           dddmmss.s |
 KU3218| KU3276 ROCKVILLE CENTRE EAST TANK          APPROX. 4.3 KM 0105254.5 |
 KU3218| CB6724 DALY RM 1                            12.709 METERS 05442     |
 KU3218| KU3167 LIDO PT LOOKOUT WATER TANK          APPROX. 5.7 KM 1232507.2 |
 KU3218| CB6726 DALY RM 3                             6.020 METERS 24538     |
 KU3218| CB6725 DALY RM 2                            15.863 METERS 32206     |
 KU3218| KU3228 ROCKVILLE CENTRE WEST TANK          APPROX. 4.0 KM 3522219.3 |
 KU3218|---------------------------------------------------------------------|
 KU3218
 KU3218                          SUPERSEDED SURVEY CONTROL
 KU3218
 KU3218  NAD 83(1986)-  40 37 14.50860(N)    073 39 00.03037(W) AD(       ) 1
 KU3218  NAD 27      -  40 37 14.13507(N)    073 39 01.55871(W) AD(       ) 1
 KU3218  NGVD 29 (07/19/86)   12.5    (m)           41.     (f) VERT ANG       
 KU3218
 KU3218.Superseded values are not recommended for survey control.
 KU3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3218.See file dsdata.txt to determine how the superseded data were derived.
 KU3218
 KU3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK1418697528(NAD 83)
 KU3218_MARKER: DS = TRIANGULATION STATION DISK
 KU3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3218
 KU3218  HISTORY     - Date     Condition        Report By
 KU3218  HISTORY     - 1965     MONUMENTED       CGS
 KU3218  HISTORY     - 1978     GOOD             NGS
 KU3218
 KU3218                          STATION DESCRIPTION
 KU3218
 KU3218'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3218'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF ROCKVILLE
 KU3218'CENTRE, 2-1/2 MILES NORTH OF THE SOUTH SHORE OF THE ISLAND,
 KU3218'0.5 MILE WEST OF LONG BEACH ROAD AND AT THE T-INTERSECTION OF
 KU3218'DALY AND LAWSON BOULEVARDS IN THE TRIANGULAR SHAPED TRAFFIC
 KU3218'ISLAND IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KU3218'
 KU3218'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 KU3218'27 (SUNRISE HIGHWAY) AND LONG BEACH ROAD IN THE EAST PART OF
 KU3218'ROCKVILLE CENTRE, GO SOUTH ON LONG BEACH ROAD FOR 1.15 MILES
 KU3218'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON LONG
 KU3218'BEACH ROAD FOR 1.2 MILES TO THE JUNCTION OF MOTT STREET ON
 KU3218'THE LEFT.  CONTINUE SOUTH ON LONG BEACH ROAD FOR 0.35 MILE TO
 KU3218'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON DALY BLVD. FOR
 KU3218'0.5 MILE TO THE JUNCTION OF LAWSON BLVD. AND THE STATION AS
 KU3218'DESCRIBED.
 KU3218'
 KU3218'THE STATION MARK IS A STANDARD DISK STAMPED DALY 1965, SET
 KU3218'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KU3218'IS FLUSH WITH THE GROUND SURFACE.  IT IS 50.2 FEET EAST OF THE
 KU3218'CENTER OF LAWSON BLVD., 42.4 FEET SOUTHWEST OF A METAL WITNESS
 KU3218'POST AND 41.2 FEET NORTH OF THE CENTER OF DALY BLVD.
 KU3218'
 KU3218'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALY NO 1 1965,
 KU3218'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3218'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 15.7 FEET NORTHEAST
 KU3218'OF THE CENTER OF THE EXIT ROAD OFF DALY BLVD., 1.5 FEET NORTHWEST
 KU3218'OF THE METAL WITNESS POST AND 0.8 FOOT SOUTHWEST OF A METAL
 KU3218'GUARD RAIL.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION
 KU3218'ELEVATION.  THE DISTANCE SHOWN ABOVE IS MARK TO MARK.
 KU3218'
 KU3218'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALY NO 2 1965,
 KU3218'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU3218'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 27.2 FEET EAST
 KU3218'OF THE CENTER OF LAWSON BLVD., 16.0 FEET SOUTHWEST OF THE CENTER
 KU3218'OF THE EXIT ROAD AND 3.1 FEET SOUTH OF THE NORTH TIP OF THE
 KU3218'TRAFFIC ISLAND.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION
 KU3218'ELEVATION.  THE DISTANCE SHOWN ABOVE IS MARK TO MARK.
 KU3218'
 KU3218'NOTE--NO AZIMUTH MARK WAS SET AT THIS STATION.  STATION
 KU3218'HARD 2 1965 WILL SERVE AS AN AZIMUTH MARK.  IT IS LOCATED 0.1
 KU3218'MILE NORTH OF THE JUNCTION OF DALY BLVD. AND LONG BEACH ROAD
 KU3218'IN THE MEDIAN BETWEEN THE NORTH AND SOUTH BOUND LANES OF
 KU3218'LONG BEACH ROAD.
 KU3218'
 KU3218'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KU3218
 KU3218                          STATION RECOVERY (1978)
 KU3218
 KU3218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU3218'THE STATION MARK AND REFERENCE MARK 2 WAS RECOVERED IN GOOD
 KU3218'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS BELIEVED
 KU3218'CHECKED.  HARD 2 1965 IS NO LONGER VG.  REFERENCE MARK 3 WAS
 KU3218'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 KU3218'
 KU3218'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF ROCKVILLE CENTRE, 2.5
 KU3218'MILES NORTH OF THE SOUTH SHORE OF ISLAND AND IN THE NORTHEAST
 KU3218'TRIANGULAR SHAPED TRAFFIC ISLAND AT THE INTERSECTION OF DALY AND
 KU3218'LAWSON BOULEVARDS.
 KU3218'
 KU3218'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 27 AND
 KU3218'LONG BEACH ROAD IN THE EAST SECTION OF ROCKVILLE CENTRE, GO SOUTH ON
 KU3218'LONG BEACH ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KU3218'GO WEST ON DALY BOULEVARD FOR 0.5 MILE TO LAWSON BOULEVARD AND THE
 KU3218'STATION ON THE RIGHT.
 KU3218'
 KU3218'THE STATION MARK IS A STANDARD DISK STAMPED DALY 1965, SET IN THE TOP
 KU3218'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KU3218'GROUND SURFACE.  IT IS 50.5 FEET EAST OF THE CENTER OF LAWSON
 KU3218'BOULEVARD, 41 FEET NORTH OF THE CENTER OF DALY BOULEVARD, 20 FEET
 KU3218'EAST OF A ROAD MARKER SIGN AND 9 FEET NORTH OF THE NORTH CONCRETE
 KU3218'CURB ALONG DALY BOULEVARD.
 KU3218'
 KU3218'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALY NO 2 1965, SET IN
 KU3218'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
 KU3218'UNDERGROUND.  IT IS 27.4 FEET EAST OF THE CENTER OF LAWSON
 KU3218'BOULEVARD, 16 FEET WEST OF THE CENTER OF THE EAST EXIT RAMP AND 3
 KU3218'FEET SOUTH OF THE NORTH CONCRETE CURBING FORMING TRAFFIC ISLAND.
 KU3218'
 KU3218'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DALY 1965 NO 3 1978, SET
 KU3218'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KU3218'WITH THE GROUND SURFACE.  IT IS 34 FEET NORTH OF THE CENTER OF DALY
 KU3218'BOULEVARD, 31.5 FEET EAST OF THE CENTER OF LAWSON BOULEVARD, 4
 KU3218'FEET NORTH OF THE NORTH EDGE OF CURBING ALONG DALY BOULEVARD AND
 KU3218'1.5 FEET NORTH OF THE ROAD MARKER SIGN.
 KU3218'
 KU3218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH OF
 KU3218'ROCKVILLE CENTRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0308 ***********************************************************************
 PJ0308  DESIGNATION -  DALY
 PJ0308  PID         -  PJ0308
 PJ0308  STATE/COUNTY-  NY/JEFFERSON
 PJ0308  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0308
 PJ0308                         *CURRENT SURVEY CONTROL
 PJ0308  ___________________________________________________________________
 PJ0308* NAD 83(1996)-  44 10 04.01347(N)    076 18 32.06428(W)     ADJUSTED  
 PJ0308* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 PJ0308  ___________________________________________________________________
 PJ0308  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 PJ0308  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 PJ0308
 PJ0308  HORZ ORDER  -  FIRST
 PJ0308
 PJ0308.The horizontal coordinates were established by classical geodetic methods
 PJ0308.and adjusted by the National Geodetic Survey in January 1999..
 PJ0308
 PJ0308.The orthometric height was scaled from a topographic map.
 PJ0308
 PJ0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0308
 PJ0308.The geoid height was determined by GEOID03.
 PJ0308
 PJ0308;                    North         East     Units Scale Factor Converg.
 PJ0308;SPC NY C     -   462,943.883   271,947.221   MT  0.99994342   +0 11 28.4
 PJ0308;SPC NY C     - 1,518,841.72    892,213.51   sFT  0.99994342   +0 11 28.4
 PJ0308;UTM  18      - 4,891,341.144   395,355.464   MT  0.99973468   -0 54 43.5
 PJ0308
 PJ0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0308!SPC NY C     -   0.99999063  x   0.99994342  =   0.99993405
 PJ0308!UTM  18      -   0.99999063  x   0.99973468  =   0.99972532
 PJ0308
 PJ0308:                Primary Azimuth Mark                     Grid Az
 PJ0308:SPC NY C     -  ELLIS USLS 1874                          157 26 48.5
 PJ0308:UTM  18      -  ELLIS USLS 1874                          158 33 00.4
 PJ0308
 PJ0308|---------------------------------------------------------------------|
 PJ0308| PID    Reference Object                     Distance      Geod. Az  |
 PJ0308|                                                           dddmmss.s |
 PJ0308| PJ0309 ELLIS USLS 1874                     APPROX. 3.0 KM 1573816.9 |
 PJ0308|---------------------------------------------------------------------|
 PJ0308
 PJ0308                          SUPERSEDED SURVEY CONTROL
 PJ0308
 PJ0308  NAD 83(1986)-  44 10 04.01442(N)    076 18 32.05989(W) AD(       ) 1
 PJ0308  NAD 27      -  44 10 03.84200(N)    076 18 33.30900(W) AD(       ) 1
 PJ0308
 PJ0308.Superseded values are not recommended for survey control.
 PJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0308.See file dsdata.txt to determine how the superseded data were derived.
 PJ0308
 PJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9535591341(NAD 83)
 PJ0308_MARKER: H = DRILL HOLE
 PJ0308_SETTING: 80 = SET IN A BOULDER
 PJ0308_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PJ0308
 PJ0308  HISTORY     - Date     Condition        Report By
 PJ0308  HISTORY     - 1874     MONUMENTED       USLS
 PJ0308  HISTORY     - 1934     GOOD             USLS
 PJ0308  HISTORY     - 1934     GOOD             CGS
 PJ0308
 PJ0308                          STATION DESCRIPTION
 PJ0308
 PJ0308'DESCRIBED BY US LAKE SURVEY 1934
 PJ0308'STATION RECOVERED IN 1934.  IT IS LOCATED ON THE SOUTHWEST END
 PJ0308'OF CARLETON ISLAND ABOUT 20 FEET FROM SHORE, AND ON THE WYCKOFF
 PJ0308'ESTATE.  IT IS 85.5 FEET SE OF A 3/8-INCH CENTERHOLE OF A
 PJ0308'TRIANGLE CUT IN A 3X3X1-FOOT HIGH BOULDER WHICH IS 17 FEET W OF
 PJ0308'STONE WALL.  62.7 FEET N OF A 3/8-INCH CENTERHOLE OF A TRIANGLE
 PJ0308'CUT IN LEDGE ROCK 2 FEET S OF THE WALL.  84.9 FEET E OF THE WEST
 PJ0308'CORNER OF THE WALL, 95.7 FEET NW OF EAST CORNER OF THE
 PJ0308'WALL.  55.0 FEET NE OF STONE STEPS.  AND 122.3 FEET SW OF
 PJ0308'STONE WALL ON THE PORCH OF WYCKOFFS HOUSE.  THE STATION MARK
 PJ0308'IS THE 3/8-INCH DRILL HOLE 1 INCH DEEP IN A LIMESTONE
 PJ0308'BOULDER SET 2-1/2 FEET BELOW THE GROUND SURFACE.
 PJ0308
 PJ0308                          STATION RECOVERY (1934)
 PJ0308
 PJ0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (AJR)
 PJ0308'BY BOAT FROM CAPE VINCENT, N.Y. TO SW END OF CARLETON ISLAND
 PJ0308'IN ST. LAWRENCE RIVER.
 PJ0308'
 PJ0308'STATION IS A 3/8 IN DRILL HOLE 1 IN DEEP IN A LIMESTONE
 PJ0308'BOULDER, 2-1/2 FEET BELOW THE GROUND SURFACE
 PJ0308'
 PJ0308'REF--
 PJ0308'
 PJ0308'143.0 FT NW OF A FLAGPOLE
 PJ0308'
 PJ0308'134.6 FT WSW OF N CORNER OF STONE PORCH OF ABANDONED WYCKOFF
 PJ0308'MANSION
 PJ0308'
 PJ0308'105.7 FT W OF A 36 IN DIA POPLAR
 PJ0308'
 PJ0308'95.9 FT NNW OF N CORNER AND 84.8 FT E OF W CORNER OF THE 10
 PJ0308'FT HIGH STONE FENCE IN FRONT OF THE ABANDONED WYCHOFF MANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0655 ***********************************************************************
 PG0655  DESIGNATION -  DALY USLS
 PG0655  PID         -  PG0655
 PG0655  STATE/COUNTY-  NY/ESSEX
 PG0655  USGS QUAD   -  
 PG0655
 PG0655                         *CURRENT SURVEY CONTROL
 PG0655  ___________________________________________________________________
 PG0655* NAD 83(1996)-  44 03 00.80257(N)    073 27 02.06535(W)     ADJUSTED  
 PG0655* NAVD 88     -        30.137  (meters)      98.87   (feet)  ADJUSTED  
 PG0655  ___________________________________________________________________
 PG0655  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 PG0655  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG0655  DYNAMIC HT  -          30.134 (meters)      98.86  (feet)  COMP
 PG0655  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 PG0655
 PG0655  HORZ ORDER  -  THIRD
 PG0655  VERT ORDER  -  FIRST     CLASS I
 PG0655
 PG0655.The horizontal coordinates were established by classical geodetic methods
 PG0655.and adjusted by the National Geodetic Survey in January 1999..
 PG0655
 PG0655.The orthometric height was determined by differential leveling
 PG0655.and adjusted by the National Geodetic Survey in June 1991..
 PG0655
 PG0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG0655
 PG0655.The geoid height was determined by GEOID03.
 PG0655
 PG0655.The dynamic height is computed by dividing the NAVD 88
 PG0655.geopotential number by the normal gravity value computed on the
 PG0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0655.degrees latitude (g = 980.6199 gals.).
 PG0655
 PG0655.The modeled gravity was interpolated from observed gravity values.
 PG0655
 PG0655;                    North         East     Units Scale Factor Converg.
 PG0655;SPC NY E     -   579,878.644   234,091.208   MT  0.99998694   +0 43 46.9
 PG0655;SPC NY E     - 1,902,485.18    768,014.24   sFT  0.99998694   +0 43 46.9
 PG0655;SPC VT       -   172,660.047   423,825.043   MT  1.00003562   -0 39 39.4
 PG0655;UTM  18      - 4,878,618.035   624,119.566   MT  0.99978947   +1 04 38.8
 PG0655
 PG0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG0655!SPC NY E     -   0.99999981  x   0.99998694  =   0.99998675
 PG0655!SPC VT       -   0.99999981  x   1.00003562  =   1.00003543
 PG0655!UTM  18      -   0.99999981  x   0.99978947  =   0.99978928
 PG0655
 PG0655:                Primary Azimuth Mark                     Grid Az
 PG0655:SPC NY E     -  CRANE USLS 1930                          097 56 38.5
 PG0655:SPC VT       -  CRANE USLS 1930                          099 20 04.8
 PG0655:UTM  18      -  CRANE USLS 1930                          097 35 46.6
 PG0655
 PG0655|---------------------------------------------------------------------|
 PG0655| PID    Reference Object                     Distance      Geod. Az  |
 PG0655|                                                           dddmmss.s |
 PG0655| PG2012 CRANE USLS 1930                     APPROX. 2.2 KM 0984025.4 |
 PG0655|---------------------------------------------------------------------|
 PG0655
 PG0655                          SUPERSEDED SURVEY CONTROL
 PG0655
 PG0655  NAD 83(1996)-  44 03 00.80264(N)    073 27 02.06522(W) AD(       ) 3
 PG0655  NAD 83(1992)-  44 03 00.80196(N)    073 27 02.06504(W) AD(       ) 3
 PG0655  NAD 83(1986)-  44 03 00.81250(N)    073 27 02.07143(W) AD(       ) 3
 PG0655  NAD 27      -  44 03 00.61400(N)    073 27 03.62100(W) AD(       ) 3
 PG0655  NGVD 29 (??/??/92)   30.31   (m)           99.4    (f) COMPUTED    1 1
 PG0655
 PG0655.Superseded values are not recommended for survey control.
 PG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0655.See file dsdata.txt to determine how the superseded data were derived.
 PG0655
 PG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2412078618(NAD 83)
 PG0655_MARKER: DD = SURVEY DISK
 PG0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0655_SP_SET: BULKHEAD
 PG0655_STAMPING: 65
 PG0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0655
 PG0655  HISTORY     - Date     Condition        Report By
 PG0655  HISTORY     - 1930     MONUMENTED       USLS
 PG0655  HISTORY     - 1943     GOOD             CGS
 PG0655  HISTORY     - 1973     GOOD             NGS
 PG0655  HISTORY     - 1984     MARK NOT FOUND   NGS
 PG0655
 PG0655                          STATION DESCRIPTION
 PG0655
 PG0655'DESCRIBED BY US LAKE SURVEY 1930
 PG0655'STATION IS LOCATED IN PORT HENRY, ON THE SE CORNER OF THE NEW YORK
 PG0655'STATE BARGE CANAL TERMINAL DOCK.  IT IS 2.2 FEET FROM THE E FACE AND
 PG0655'2.2 FEET FROM THE S FACE OF THE DOCK.  IT IS 7.5 FEET ABOVE LOW
 PG0655'WATER (STANDARD LAKE DATUM).
 PG0655'
 PG0655'STATION MARK IS A CROSS ON A U.S. LAKE SURVEY STANDARD DISK WHICH IS
 PG0655'STAMPED 65.  IT IS IN THE TOP OF THE CONCRETE PART OF DOCK.
 PG0655
 PG0655                          STATION RECOVERY (1943)
 PG0655
 PG0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG0655'STATION IS LOCATED AT THE LANDING PIER AT THE TOWN OF PORT HENRY.
 PG0655'IT IS AT THE SE CORNER OF THE PIER, 3 FEET SE OF AN IRON LAMPPOST
 PG0655'THAT HAS A RED BEACON, AND 4 FEET NW OF THE CORNER OF THE PIER.
 PG0655'
 PG0655'STATION MARK IS A U.S. LAKE SURVEY BRONZE DISK WITH A CROSS IN ITS
 PG0655'CENTER.
 PG0655'
 PG0655'THE STATION WAS UNOCCUPIED BUT WAS LOCATED BY INTERSECTION CUTS.
 PG0655
 PG0655                          STATION RECOVERY (1973)
 PG0655
 PG0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PG0655'1.05 MI N FROM PORT HENRY.
 PG0655'ABOUT 0.8 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0655'STATION AT PORT HENRY, THENCE 0.15 MILE SOUTHEAST ALONG A PAVED ROAD,
 PG0655'THENCE 0.1 MILE SOUTHEAST ALONG A SANDY ROAD TO THE SOUTHEAST END OF A
 PG0655'PIER, 255 FEET SOUTHEAST OF THE MIDDLE ONE OF 3 VALVES OF THE
 PG0655'DOMERMUTH PETROLEUM CORPORATION, AT A 90 DEGREE ANGLE TURN IN THE
 PG0655'CONCRETE RETAINING WALL OR BULKHEAD, 3.5 FEET NORTH OF THE SOUTH
 PG0655'CORNER, 3.2 FEET SOUTH OF A PIPE SUPPORTING A RED BEACON LIGHT, 1 1/2
 PG0655'FEET ABOVE LEVEL OF THE SANDY ROAD.
 PG0655
 PG0655                          STATION RECOVERY (1984)
 PG0655
 PG0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PG0655'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1037 ***********************************************************************
 PH1037  DESIGNATION -  DAM
 PH1037  PID         -  PH1037
 PH1037  STATE/COUNTY-  NY/ST LAWRENCE
 PH1037  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1037
 PH1037                         *CURRENT SURVEY CONTROL
 PH1037  ___________________________________________________________________
 PH1037* NAD 83(1986)-  44 49 34.     (N)    075 16 58.     (W)     SCALED    
 PH1037* NAVD 88     -        78.573  (meters)     257.78   (feet)  ADJUSTED  
 PH1037  ___________________________________________________________________
 PH1037  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 PH1037  DYNAMIC HT  -          78.570 (meters)     257.78  (feet)  COMP
 PH1037  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 PH1037
 PH1037  VERT ORDER  -  FIRST     CLASS 0
 PH1037
 PH1037.The horizontal coordinates were scaled from a topographic map and have
 PH1037.an estimated accuracy of +/- 6 seconds.
 PH1037
 PH1037.The orthometric height was determined by differential leveling
 PH1037.and adjusted by the National Geodetic Survey in June 1991..
 PH1037
 PH1037.The geoid height was determined by GEOID03.
 PH1037
 PH1037.The dynamic height is computed by dividing the NAVD 88
 PH1037.geopotential number by the normal gravity value computed on the
 PH1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1037.degrees latitude (g = 980.6199 gals.).
 PH1037
 PH1037.The modeled gravity was interpolated from observed gravity values.
 PH1037
 PH1037;                    North         East    Units  Estimated Accuracy
 PH1037;SPC NY E     -   665,850.       88,100.      MT  (+/- 180 meters Scaled)
 PH1037
 PH1037                          SUPERSEDED SURVEY CONTROL
 PH1037
 PH1037  NGVD 29 (??/??/92)   78.70   (m)          258.2    (f) COMPUTED    1 0
 PH1037
 PH1037.Superseded values are not recommended for survey control.
 PH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1037.See file dsdata.txt to determine how the superseded data were derived.
 PH1037
 PH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ776636(NAD 83)
 PH1037_MARKER: Z = SEE DESCRIPTION
 PH1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1037_SP_SET: ROD
 PH1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1037
 PH1037  HISTORY     - Date     Condition        Report By
 PH1037  HISTORY     - UNK      MONUMENTED       USLS
 PH1037  HISTORY     - 1969     GOOD             USLS
 PH1037
 PH1037                          STATION DESCRIPTION
 PH1037
 PH1037'DESCRIBED BY US LAKE SURVEY 1969
 PH1037'13.8 MI NE FROM OGDENSBURG.
 PH1037'IS IN ST. LAWRENCE COUNTY, NEW YORK, 13.8 MILES DOWNRIVER FROM
 PH1037'INTERSECTION OF HIGHWAYS 37 AND 87 JUST SOUTHEAST OF OGDENSBURG, JUST
 PH1037'DOWNRIVER FROM ENTRANCE ROAD TO IROQUOIS DAM, IN LINE WITH AN OLD
 PH1037'SPLIT RAIL FENCE RUNNING NORTH AND SOUTH, 22.0 FEET TOWARDS RIVER FROM
 PH1037'RIVER EDGE OF HIGHWAY 37, 8.4 FEET WESTERLY OF A 34-INCH ELM, 3.0 FEET
 PH1037'NORTHWESTERLY OF A 14-INCH ELM, 1.5 FEET SOUTH OF THE SOUTH END OF
 PH1037'FENCE LINE, ABOUT FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 PH1037'ON TOP OF A 1-INCH DIAMETER IRON ROD, 10 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2277 ***********************************************************************
 PH2277  DESIGNATION -  DAM CHS
 PH2277  PID         -  PH2277
 PH2277  STATE/COUNTY-  NY/ST LAWRENCE
 PH2277  USGS QUAD   -  CORNWALL WEST (1964)
 PH2277
 PH2277                         *CURRENT SURVEY CONTROL
 PH2277  ___________________________________________________________________
 PH2277* NAD 83(1996)-  45 00 27.91775(N)    074 47 34.88477(W)     ADJUSTED  
 PH2277* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 PH2277  ___________________________________________________________________
 PH2277  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 PH2277  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 PH2277
 PH2277  HORZ ORDER  -  THIRD
 PH2277
 PH2277.The horizontal coordinates were established by classical geodetic methods
 PH2277.and adjusted by the National Geodetic Survey in January 1999..
 PH2277
 PH2277.The orthometric height was scaled from a topographic map.
 PH2277
 PH2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2277
 PH2277.The geoid height was determined by GEOID03.
 PH2277
 PH2277;                    North         East     Units Scale Factor Converg.
 PH2277;SPC NY E     -   685,777.719   126,901.447   MT  0.99990656   -0 12 26.0
 PH2277;SPC NY E     - 2,249,922.40    416,342.50   sFT  0.99990656   -0 12 26.0
 PH2277;UTM  18      - 4,983,832.710   516,310.710   MT  0.99960327   +0 08 46.9
 PH2277
 PH2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2277!SPC NY E     -   0.99999638  x   0.99990656  =   0.99990294
 PH2277!UTM  18      -   0.99999638  x   0.99960327  =   0.99959965
 PH2277
 PH2277                          SUPERSEDED SURVEY CONTROL
 PH2277
 PH2277  NAD 83(1986)-  45 00 27.91706(N)    074 47 34.89964(W) AD(       ) 3
 PH2277  NAD 27      -  45 00 27.73700(N)    074 47 36.28000(W) AD(       ) 3
 PH2277
 PH2277.Superseded values are not recommended for survey control.
 PH2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2277.See file dsdata.txt to determine how the superseded data were derived.
 PH2277
 PH2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1631183833(NAD 83)
 PH2277_MARKER: DD = SURVEY DISK
 PH2277_SETTING: 0 = UNSPECIFIED SETTING
 PH2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH2277
 PH2277  HISTORY     - Date     Condition        Report By
 PH2277  HISTORY     - 1958     MONUMENTED       CHS
 PH2277  HISTORY     - 1959     GOOD             IBC
 PH2277
 PH2277                          STATION DESCRIPTION
 PH2277
 PH2277'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1958 (WMS)
 PH2277'ON MOSES - SAUNDERS DAM ABOUT MIDWAY BETWEEN REFERENCE MONUMENT 11
 PH2277'AND THE BOUNDARY MARKERS.  IT IS ON THE UPPER LEVEL, ABOUT ON LINE
 PH2277'WITH THE UPSTREAM SIDES OF THE HATCHES, AND NEAR THE SOUTHWESTERN
 PH2277'CORNER OF ONE OF THEM.
 PH2277'
 PH2277'STATION MARK--A CANADIAN HYDROGRAPHIC SERVICE DISK STATION MARK SET
 PH2277'FLUSH WITH THE SURFACE OF THE CONCRETE DECK.
 PH2277
 PH2277                          STATION RECOVERY (1959)
 PH2277
 PH2277'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2277'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1958 ***********************************************************************
 PH1958  DESIGNATION -  DAM IBC
 PH1958  PID         -  PH1958
 PH1958  STATE/COUNTY-  NY/ST LAWRENCE
 PH1958  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1958
 PH1958                         *CURRENT SURVEY CONTROL
 PH1958  ___________________________________________________________________
 PH1958* NAD 83(1996)-  44 50 06.54335(N)    075 17 54.17809(W)     ADJUSTED  
 PH1958* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PH1958  ___________________________________________________________________
 PH1958  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 PH1958  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 PH1958
 PH1958  HORZ ORDER  -  THIRD
 PH1958
 PH1958.The horizontal coordinates were established by classical geodetic methods
 PH1958.and adjusted by the National Geodetic Survey in January 1999..
 PH1958
 PH1958.The orthometric height was scaled from a topographic map.
 PH1958
 PH1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1958
 PH1958.The geoid height was determined by GEOID03.
 PH1958
 PH1958;                    North         East     Units Scale Factor Converg.
 PH1958;SPC NY E     -   666,866.439    86,876.094   MT  0.99994898   -0 33 46.6
 PH1958;SPC NY E     - 2,187,877.64    285,025.99   sFT  0.99994898   -0 33 46.6
 PH1958;UTM  18      - 4,964,681.323   476,415.533   MT  0.99960684   -0 12 37.4
 PH1958
 PH1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1958!SPC NY E     -   0.99999261  x   0.99994898  =   0.99994159
 PH1958!UTM  18      -   0.99999261  x   0.99960684  =   0.99959945
 PH1958
 PH1958:                Primary Azimuth Mark                     Grid Az
 PH1958:SPC NY E     -  CHANNEL LIGHT 106 IBC                    039 25 07.1
 PH1958:UTM  18      -  CHANNEL LIGHT 106 IBC                    039 03 57.9
 PH1958
 PH1958|---------------------------------------------------------------------|
 PH1958| PID    Reference Object                     Distance      Geod. Az  |
 PH1958|                                                           dddmmss.s |
 PH1958| PH1950 CHANNEL LIGHT 106 IBC               APPROX. 2.9 KM 0385120.5 |
 PH1958| PH1961 IROQUOIS C H S 1298                 APPROX. 1.1 KM 2470306.8 |
 PH1958| PH1980 REF MON 43 59 IBC                    87.708 METERS 25359     |
 PH1958| PH1960 CHANNEL LIGHT 110 IBC               APPROX. 0.9 KM 2811121.7 |
 PH1958| PH1965 IROQUOIS TANK IBC                   APPROX. 2.7 KM 3095110.2 |
 PH1958| PH1963 IROQUOIS CH CROSS IBC               APPROX. 1.9 KM 3195841.7 |
 PH1958|---------------------------------------------------------------------|
 PH1958
 PH1958                          SUPERSEDED SURVEY CONTROL
 PH1958
 PH1958  NAD 83(1986)-  44 50 06.55037(N)    075 17 54.18033(W) AD(       ) 3
 PH1958  NAD 27      -  44 50 06.32400(N)    075 17 55.42900(W) AD(       ) 3
 PH1958
 PH1958.Superseded values are not recommended for survey control.
 PH1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1958.See file dsdata.txt to determine how the superseded data were derived.
 PH1958
 PH1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7641664681(NAD 83)
 PH1958_MARKER: DD = SURVEY DISK
 PH1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1958+STABILITY: SURFACE MOTION
 PH1958
 PH1958  HISTORY     - Date     Condition        Report By
 PH1958  HISTORY     - 1959     MONUMENTED       IBC
 PH1958  HISTORY     - 1963     GOOD             IBC
 PH1958
 PH1958                          STATION DESCRIPTION
 PH1958
 PH1958'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1958'NEAR THE UNITED STATES END OF IROQUOIS DAM, ON THE FILL ON THE
 PH1958'NORTHERN SIDE OF THE ROAD LEADING TO THE DAM.  THE STATION IS 80 FEET
 PH1958'FROM THE TOP OF THE SHARP SLOPE DROPPING OFF TO THE RIVER, AND 8 FEET
 PH1958'FROM THE TOP OF THE SHARP SLOPE DROPPING OFF TO THE ROAD.  THE WEST
 PH1958'CORNER OF THE CAP ON A CONCRETE VAULT ON THE SOUTHERN BANK OF THE ROAD
 PH1958'LEADING TO THE DAM, BEARS 200 DEGREES MAGNETIC.  THE FIRST LARGE ELM
 PH1958'TREE DOWNSTREAM, BEARS 30 DEGREES MAGNETIC.
 PH1958'
 PH1958'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1958'BRONZE - DISK STATION MARK SET SLIGHTLY ABOVE GROUND, IN A 5 - INCH
 PH1958'CYLINDER OF CONCRETE 24 INCHES IN LENGTH.  REFERENCE MONUMENT 43 - 59
 PH1958'LIES S 73 DEG 59 MIN W, DISTANT 288.05 FEET.
 PH1958
 PH1958                          STATION RECOVERY (1963)
 PH1958
 PH1958'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1958'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4336 ***********************************************************************
 LX4336  DESIGNATION -  DAN
 LX4336  PID         -  LX4336
 LX4336  STATE/COUNTY-  NY/WESTCHESTER
 LX4336  USGS QUAD   -  PEEKSKILL (1981)
 LX4336
 LX4336                         *CURRENT SURVEY CONTROL
 LX4336  ___________________________________________________________________
 LX4336* NAD 83(1996)-  41 18 41.77009(N)    073 58 24.38991(W)     ADJUSTED  
 LX4336* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX4336  ___________________________________________________________________
 LX4336  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 LX4336  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LX4336
 LX4336  HORZ ORDER  -  THIRD
 LX4336
 LX4336.The horizontal coordinates were established by classical geodetic methods
 LX4336.and adjusted by the National Geodetic Survey in January 1999..
 LX4336
 LX4336.The orthometric height was scaled from a topographic map.
 LX4336
 LX4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4336
 LX4336.The geoid height was determined by GEOID03.
 LX4336
 LX4336;                    North         East     Units Scale Factor Converg.
 LX4336;SPC NY E     -   275,283.495   194,088.457   MT  0.99992391   +0 20 51.4
 LX4336;SPC NY E     -   903,159.27    636,771.88   sFT  0.99992391   +0 20 51.4
 LX4336;UTM  18      - 4,573,857.068   585,927.850   MT  0.99969087   +0 40 39.8
 LX4336
 LX4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4336!SPC NY E     -   1.00000434  x   0.99992391  =   0.99992825
 LX4336!UTM  18      -   1.00000434  x   0.99969087  =   0.99969521
 LX4336
 LX4336|---------------------------------------------------------------------|
 LX4336| PID    Reference Object                     Distance      Geod. Az  |
 LX4336|                                                           dddmmss.s |
 LX4336| CB3942 DAN RM                               11.140 METERS 04856     |
 LX4336| LX4328 IONA STACK                          APPROX. 0.8 KM 1843541.5 |
 LX4336| LX4318 IONA TOWER                          APPROX. 0.6 KM 2085137.3 |
 LX4336| LX4317 IONA RESET                          421.202 METERS 2384927.5 |
 LX4336| LX4321 IONA LIGHT                          443.156 METERS 2425713.5 |
 LX4336| LX4308 BEAR MOUNTAIN BRIDGE TOLL HSE       APPROX. 1.5 KM 3065000.5 |
 LX4336| LX4309 BEAR MOUNTAIN BRIDGE SW TOWER       APPROX. 1.4 KM 3102504.7 |
 LX4336| LX4294 BEAR MOUNTAIN BRIDGE NW TOWER       APPROX. 1.4 KM 3105954.5 |
 LX4336| LX4326 BEAR MOUNTAIN BRIDGE SE TOWER       APPROX. 1.1 KM 3272043.8 |
 LX4336| LX4327 BEAR MOUNTAIN BRIDGE NE TOWER       APPROX. 1.1 KM 3275258.1 |
 LX4336|---------------------------------------------------------------------|
 LX4336
 LX4336                          SUPERSEDED SURVEY CONTROL
 LX4336
 LX4336  NAD 83(1986)-  41 18 41.77092(N)    073 58 24.39162(W) AD(       ) 3
 LX4336  NAD 27      -  41 18 41.43099(N)    073 58 25.89411(W) AD(       ) 3
 LX4336
 LX4336.Superseded values are not recommended for survey control.
 LX4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4336.See file dsdata.txt to determine how the superseded data were derived.
 LX4336
 LX4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8592873857(NAD 83)
 LX4336_MARKER: DS = TRIANGULATION STATION DISK
 LX4336_SETTING: 80 = SET IN A BOULDER
 LX4336_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX4336
 LX4336  HISTORY     - Date     Condition        Report By
 LX4336  HISTORY     - 1901     MONUMENTED       CGS
 LX4336  HISTORY     - 1932     GOOD             CGS
 LX4336  HISTORY     - 1932     GOOD             CGS
 LX4336
 LX4336                          STATION DESCRIPTION
 LX4336
 LX4336'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4336'RECOVERED AS DESCRIBED.
 LX4336'
 LX4336'ADDITIONAL INFORMATION AS FOLLOWS--
 LX4336'
 LX4336'A STATION MARK, STAMPED DAN 1901 WAS SET IN DRILL HOLE WITH
 LX4336'CEMENT.  ONE REFERENCE MARK STAMPED DAN 1901 WAS SET IN DRILL HOLE
 LX4336'WITH CEMENT IN OLD FOUNDATION 11.10 METERS N OF
 LX4336'STATION.  MEASUREMENTS WERE TAKEN TO DRILL HOLES IN NEARBY ROCK AS
 LX4336'FOLLOWS--DRILL HOLE 7.76 METERS NE OF STATION IN OUTCROPPING OF
 LX4336'ROCK.  DRILL HOLE 1.62 METERS W OF STATION IN SMALL BOULDER IN
 LX4336'SEA WALL.
 LX4336'
 LX4336'THE HUDSON RIVER RAILWAY HAS CUT A TUNNEL THROUGH THE ROCK JUST N
 LX4336'OF STATION.  THIS STATION IS REACHED BEST BY BOAT.
 LX4336
 LX4336                          STATION RECOVERY (1932)
 LX4336
 LX4336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4336'STATION DAN IS LOCATED ON A SMALL FLAT POINT ON THE E SHORE OF THE
 LX4336'HUDSON RIVER OPPOSITE THE N END OF IONA ISLAND.  IT IS AT THE
 LX4336'ELEVATION OF HIGH WATER AND EVEN WITH THE HIGH WATER LINE.  IT IS A
 LX4336'STANDARD DISK SET IN A DRILL HOLE IN THE TOP FACE OF A TRIANGULAR
 LX4336'BASALT BOULDER MEASURING ABOUT 4 FEET ON A SIDE, SLOPING SLIGHTLY
 LX4336'TO THE N.  THIS POINT IS OVERLOOKED BY A PRECIPITOUS BLUFF,
 LX4336'WHICH WAS FORMERLY THE RAILROAD CUT, A TUNNEL NOW BEING BEHIND
 LX4336'IT.
 LX4336'
 LX4336'A REFERENCE MARK WAS SET, A STANDARD DISK IN A BRICK AND CEMENT
 LX4336'FOUNDATION 20 METERS FROM EDGE OF VERTICAL CLIFF.
 LX4336'
 LX4336'ALL DISKS STAMPED DAN 1901.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0009 ***********************************************************************
 PJ0009  DESIGNATION -  DANIELS
 PJ0009  PID         -  PJ0009
 PJ0009  STATE/COUNTY-  NY/JEFFERSON
 PJ0009  USGS QUAD   -  DEXTER (1982)
 PJ0009
 PJ0009                         *CURRENT SURVEY CONTROL
 PJ0009  ___________________________________________________________________
 PJ0009* NAD 83(1986)-  44 03 19.     (N)    076 06 35.     (W)     SCALED    
 PJ0009* NAVD 88     -        86.576  (meters)     284.04   (feet)  ADJUSTED  
 PJ0009  ___________________________________________________________________
 PJ0009  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PJ0009  DYNAMIC HT  -          86.563 (meters)     284.00  (feet)  COMP
 PJ0009  MODELED GRAV-     980,470.5   (mgal)                       NAVD 88
 PJ0009
 PJ0009  VERT ORDER  -  FIRST     CLASS II
 PJ0009
 PJ0009.The horizontal coordinates were scaled from a topographic map and have
 PJ0009.an estimated accuracy of +/- 6 seconds.
 PJ0009
 PJ0009.The orthometric height was determined by differential leveling
 PJ0009.and adjusted by the National Geodetic Survey in June 1991..
 PJ0009
 PJ0009.The geoid height was determined by GEOID03.
 PJ0009
 PJ0009.The dynamic height is computed by dividing the NAVD 88
 PJ0009.geopotential number by the normal gravity value computed on the
 PJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0009.degrees latitude (g = 980.6199 gals.).
 PJ0009
 PJ0009.The modeled gravity was interpolated from observed gravity values.
 PJ0009
 PJ0009;                    North         East    Units  Estimated Accuracy
 PJ0009;SPC NY C     -   450,520.      287,950.      MT  (+/- 180 meters Scaled)
 PJ0009
 PJ0009                          SUPERSEDED SURVEY CONTROL
 PJ0009
 PJ0009  NGVD 29 (??/??/92)   86.72   (m)          284.5    (f) COMPUTED    1 2
 PJ0009
 PJ0009.Superseded values are not recommended for survey control.
 PJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0009.See file dsdata.txt to determine how the superseded data were derived.
 PJ0009
 PJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP111786(NAD 83)
 PJ0009_MARKER: Z = SEE DESCRIPTION
 PJ0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0009_SP_SET: CULVERT
 PJ0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0009
 PJ0009  HISTORY     - Date     Condition        Report By
 PJ0009  HISTORY     - UNK      MONUMENTED       USLS
 PJ0009  HISTORY     - 1967     GOOD             NGS
 PJ0009  HISTORY     - 19920727 MARK NOT FOUND   USPSQD
 PJ0009  HISTORY     - 19990729 MARK NOT FOUND   USPSQD
 PJ0009
 PJ0009                          STATION DESCRIPTION
 PJ0009
 PJ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0009'1.6 MI SE FROM CHAUMONT.
 PJ0009'DANIELS IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 1.6 MILES SOUTHEAST
 PJ0009'OF INTERSECTION OF HIGHWAY NO. 12E AND COUNTY ROAD NO. 179 AT
 PJ0009'CHAUMONT, ABOUT 210 FEET NORTHWEST OF A PRIVATE DRIVEWAY LEADING
 PJ0009'NORTHEASTERLY, 32 FEET NORTHEAST OF CENTERLINE OF HIGHWAY 12E, 20.3
 PJ0009'FEET NORTHWEST OF A 6X8-INCH GUARD POST, 1.0 FOOT SOUTHEAST OF
 PJ0009'NORTHWEST END OF CONCRETE CULVERT HEADWALL, 1/2-INCH ABOVE THE
 PJ0009'CONCRETE SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 PJ0009'COPPER-COATED STEEL ROD SET INTO THE CULVERT.
 PJ0009
 PJ0009                          STATION RECOVERY (1992)
 PJ0009
 PJ0009'RECOVERY NOTE BY US POWER SQUADRON 1992 (RHS)
 PJ0009'MARK NOT FOUND.
 PJ0009
 PJ0009                          STATION RECOVERY (1999)
 PJ0009
 PJ0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1144 ***********************************************************************
 PG1144  DESIGNATION -  DANNEMORA
 PG1144  PID         -  PG1144
 PG1144  STATE/COUNTY-  NY/CLINTON
 PG1144  USGS QUAD   -  DANNEMORA (1966)
 PG1144
 PG1144                         *CURRENT SURVEY CONTROL
 PG1144  ___________________________________________________________________
 PG1144* NAD 83(1986)-  44 43 19.     (N)    073 43 29.     (W)     SCALED    
 PG1144* NAVD 88     -       438.568  (meters)    1438.87   (feet)  ADJUSTED  
 PG1144  ___________________________________________________________________
 PG1144  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PG1144  DYNAMIC HT  -         438.525 (meters)    1438.73  (feet)  COMP
 PG1144  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 PG1144
 PG1144  VERT ORDER  -  SECOND    CLASS 0
 PG1144
 PG1144.The horizontal coordinates were scaled from a topographic map and have
 PG1144.an estimated accuracy of +/- 6 seconds.
 PG1144
 PG1144.The orthometric height was determined by differential leveling
 PG1144.and adjusted by the National Geodetic Survey in June 1991..
 PG1144
 PG1144.The geoid height was determined by GEOID03.
 PG1144
 PG1144.The dynamic height is computed by dividing the NAVD 88
 PG1144.geopotential number by the normal gravity value computed on the
 PG1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1144.degrees latitude (g = 980.6199 gals.).
 PG1144
 PG1144.The modeled gravity was interpolated from observed gravity values.
 PG1144
 PG1144;                    North         East    Units  Estimated Accuracy
 PG1144;SPC NY E     -   654,270.      211,420.      MT  (+/- 180 meters Scaled)
 PG1144
 PG1144                          SUPERSEDED SURVEY CONTROL
 PG1144
 PG1144  NGVD 29 (??/??/??)  438.647  (m)         1439.13   (f) ADJUSTED    2 0
 PG1144
 PG1144.Superseded values are not recommended for survey control.
 PG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1144.See file dsdata.txt to determine how the superseded data were derived.
 PG1144
 PG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ009528(NAD 83)
 PG1144_MARKER: DD = SURVEY DISK
 PG1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1144_SP_SET: WALL
 PG1144_STAMPING: DANNEMORA 1935
 PG1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1144
 PG1144  HISTORY     - Date     Condition        Report By
 PG1144  HISTORY     - 1935     MONUMENTED       LOCENG
 PG1144  HISTORY     - 1935     GOOD             CGS
 PG1144
 PG1144                          STATION DESCRIPTION
 PG1144
 PG1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1144'IN DANNEMORA.
 PG1144'IS LOCATED IN SOUTH CONCRETE WALL OF TOWN HALL OF DANNEMORA.  5 FEET
 PG1144'EAST OF EAST SIDE OF MAIN ENTRANCE.  STANDARD TABLET SET VERTICALLY IN
 PG1144'WALL FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2136 ***********************************************************************
 PG2136  DESIGNATION -  DANNEMORA CLINTON PRIS PWR HSE
 PG2136  PID         -  PG2136
 PG2136  STATE/COUNTY-  NY/CLINTON
 PG2136  USGS QUAD   -  DANNEMORA (1966)
 PG2136
 PG2136                         *CURRENT SURVEY CONTROL
 PG2136  ___________________________________________________________________
 PG2136* NAD 83(1996)-  44 43 07.65131(N)    073 43 12.96531(W)     ADJUSTED  
 PG2136* NAVD 88     -                                                        
 PG2136  ___________________________________________________________________
 PG2136  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 PG2136  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 PG2136
 PG2136  HORZ ORDER  -  THIRD
 PG2136
 PG2136.The horizontal coordinates were established by classical geodetic methods
 PG2136.and adjusted by the National Geodetic Survey in January 1999..
 PG2136
 PG2136
 PG2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2136
 PG2136.The geoid height was determined by GEOID03.
 PG2136
 PG2136;                    North         East     Units Scale Factor Converg.
 PG2136;SPC NY E     -   653,922.737   211,773.214   MT  0.99994691   +0 32 55.2
 PG2136;SPC NY E     - 2,145,411.51    694,792.62   sFT  0.99994691   +0 32 55.2
 PG2136;UTM  18      - 4,952,509.039   601,354.688   MT  0.99972632   +0 54 01.9
 PG2136
 PG2136                          SUPERSEDED SURVEY CONTROL
 PG2136
 PG2136  NAD 83(1996)-  44 43 07.65310(N)    073 43 12.96415(W) AD(       ) 4
 PG2136  NAD 83(1992)-  44 43 07.65288(N)    073 43 12.96471(W) AD(       ) 4
 PG2136  NAD 83(1986)-  44 43 07.65793(N)    073 43 12.96674(W) AD(       ) 4
 PG2136  NAD 27      -  44 43 07.50600(N)    073 43 14.44700(W) AD(       ) 3
 PG2136
 PG2136.Superseded values are not recommended for survey control.
 PG2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2136.See file dsdata.txt to determine how the superseded data were derived.
 PG2136
 PG2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0135552509(NAD 83)
 PG2136_MARKER: 63 = STACK
 PG2136
 PG2136  HISTORY     - Date     Condition        Report By
 PG2136  HISTORY     - 1942     FIRST OBSERVED   CGS
 PG2136  HISTORY     - 1967     GOOD             LDA
 PG2136  HISTORY     - 1984     GOOD             USPSQD
 PG2136
 PG2136                          STATION DESCRIPTION
 PG2136
 PG2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2136'THIS INTERSECTION STATION IS LOCATED ABOUT THREE BLOCKS S OF
 PG2136'THE CLINTON STATE PRISON AND AT THE S EDGE OF THE CITY OF
 PG2136'DANNEMORA.  IT IS AT THE S EDGE OF A LARGE GRAY BUILDING WHICH
 PG2136'IS THE POWER HOUSE FOR THE PRISON AND IS A CIRCULAR, RED BRICK
 PG2136'STACK WHICH IS ABOUT 240 FEET HIGH.  IT WAS BUILT IN 1931.
 PG2136'
 PG2136'THE POINT LOCATED WAS THE CENTER OF THE TOP OF THE STACK.
 PG2136
 PG2136                          STATION RECOVERY (1967)
 PG2136
 PG2136'RECOVERY NOTE BY L DICKERSON ASSOC 1967
 PG2136'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 PG2136
 PG2136                          STATION RECOVERY (1984)
 PG2136
 PG2136'RECOVERY NOTE BY US POWER SQUADRON 1984 (HEW)
 PG2136'LANDMARK FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2133 ***********************************************************************
 PG2133  DESIGNATION -  DANNEMORA RESET
 PG2133  PID         -  PG2133
 PG2133  STATE/COUNTY-  NY/CLINTON
 PG2133  USGS QUAD   -  DANNEMORA (1966)
 PG2133
 PG2133                         *CURRENT SURVEY CONTROL
 PG2133  ___________________________________________________________________
 PG2133* NAD 83(1996)-  44 44 29.85162(N)    073 42 55.84862(W)     ADJUSTED  
 PG2133* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 PG2133  ___________________________________________________________________
 PG2133  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 PG2133  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 PG2133
 PG2133  HORZ ORDER  -  FIRST
 PG2133
 PG2133.The horizontal coordinates were established by classical geodetic methods
 PG2133.and adjusted by the National Geodetic Survey in January 1999..
 PG2133
 PG2133.The orthometric height was scaled from a topographic map.
 PG2133
 PG2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2133
 PG2133.The geoid height was determined by GEOID03.
 PG2133
 PG2133;                    North         East     Units Scale Factor Converg.
 PG2133;SPC NY E     -   656,463.502   212,125.445   MT  0.99994745   +0 33 08.0
 PG2133;SPC NY E     - 2,153,747.34    695,948.23   sFT  0.99994745   +0 33 08.0
 PG2133;SPC VT       -   249,765.398   403,734.216   MT  1.00007820   -0 51 20.4
 PG2133;UTM  18      - 4,955,051.359   601,691.231   MT  0.99972716   +0 54 15.3
 PG2133
 PG2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2133!SPC NY E     -   0.99989880  x   0.99994745  =   0.99984626
 PG2133!SPC VT       -   0.99989880  x   1.00007820  =   0.99997700
 PG2133!UTM  18      -   0.99989880  x   0.99972716  =   0.99962599
 PG2133
 PG2133:                Primary Azimuth Mark                     Grid Az
 PG2133:SPC NY E     -  BURLINGTON MONTREAL AWY BN 29            070 00 24.3
 PG2133:SPC VT       -  BURLINGTON MONTREAL AWY BN 29            071 24 52.7
 PG2133:UTM  18      -  BURLINGTON MONTREAL AWY BN 29            069 39 17.0
 PG2133
 PG2133|---------------------------------------------------------------------|
 PG2133| PID    Reference Object                     Distance      Geod. Az  |
 PG2133|                                                           dddmmss.s |
 PG2133| PG1910 BURLINGTON MONTREAL AWY BN 29       APPROX.38.1 KM 0703332.3 |
 PG2133| PG1773 BURLINGTON MONTREAL AWY BN 27       APPROX.41.0 KM 1010131.9 |
 PG2133| DA4979 DANNEMORA AZ MK                                    1453350.0 |
 PG2133| PG2136 DANNEMORA CLINTON PRIS PWR HSE      APPROX. 2.6 KM 1882641.4 |
 PG2133| DA4980 DANNEMORA RM 1                       18.648 METERS 19406     |
 PG2133| DA4981 DANNEMORA RM 2                       16.698 METERS 31515     |
 PG2133|---------------------------------------------------------------------|
 PG2133
 PG2133                          SUPERSEDED SURVEY CONTROL
 PG2133
 PG2133  NAD 83(1996)-  44 44 29.85402(N)    073 42 55.84693(W) AD(       ) 1
 PG2133  NAD 83(1992)-  44 44 29.85367(N)    073 42 55.84758(W) AD(       ) 1
 PG2133  NAD 83(1986)-  44 44 29.85844(N)    073 42 55.85074(W) AD(       ) 1
 PG2133  NAD 27      -  44 44 29.71200(N)    073 42 57.34000(W) AD(       ) 1
 PG2133
 PG2133.Superseded values are not recommended for survey control.
 PG2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2133.See file dsdata.txt to determine how the superseded data were derived.
 PG2133
 PG2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0169155051(NAD 83)
 PG2133
 PG2133  HISTORY     - Date     Condition        Report By
 PG2133  HISTORY     - 1881     MONUMENTED       CGS
 PG2133  HISTORY     - 1897     SEE DESCRIPTION  CGS
 PG2133  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PG2133  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PG2133
 PG2133                          STATION DESCRIPTION
 PG2133
 PG2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (RDC)
 PG2133'STATION IS ON THE EASTERN SUMMIT OF FAIRBANKS OR DANNEMORA
 PG2133'MOUNTAIN, ABOUT 1-1/2 MILES TO THE NORTHWARD OF THE VILLAGE
 PG2133'OF DANNEMORA, OR THE CLINTON PENITENTIARY.  THE BROAD SUMMIT
 PG2133'WAS CLEARED OF ITS YOUNG GROWTH, EXCEPT IN A NW DIRECTION,
 PG2133'FROM THE STATION.
 PG2133'
 PG2133'THE STATION IS MARKED BY A 7/8-INCH IRON BOLT IN SOLID ROCK,
 PG2133'SUNK 1.1 FEET BELOW THE NATURAL SURFACE OF THE GROUND.  THE
 PG2133'USUAL TRIANGLE WAS CUT AROUND IT, ONE SIDE N AND S AND THE
 PG2133'APEX TOWARD THE E.  THE STATION CAN BE FURTHER IDENTIFIED BY
 PG2133'3 ARROWHEADS POINTING TO THE BOLT, THE DIRECTIONS AND DISTANCES
 PG2133'OF WHICH ARE--NO. 1, NE OF BOLT, 11 FEET, ON A SHARP-POINTED
 PG2133'ROCK ABOUT 6 INCHES OUT OF GROUND.  NO. 2, SE OF BOLT, 10-1/6
 PG2133'FEET, ON A FLAT ROCK 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 PG2133'NO. 3, SW OF BOLT, 27-1/3 FEET, ON A FLAT ROCK IN ROADWAY.
 PG2133
 PG2133                          STATION RECOVERY (1897)
 PG2133
 PG2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1897 (ATM)
 PG2133'ON MAY 7, 1897, THE IRON BOLT MARKING STATION AND THE 3
 PG2133'ARROWHEADS, WITNESS MARKS OF 1881, WERE RECOVERED.  STATION
 PG2133'IS ABOUT 1/2 MILE TO THE E OF THE OLD FAIRBANKS MINE.
 PG2133
 PG2133                          STATION RECOVERY (1942)
 PG2133
 PG2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2133'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF
 PG2133'WITNESS MARK NO. 1 WHICH COULD NOT BE FOUND.  STATION WAS
 PG2133'RE-MARKED WITH A BRONZE DISK AND AN AZIMUTH MARK AND TWO
 PG2133'REFERENCE MARKS WERE ESTABLISHED.  NEW DESCRIPTION FOLLOWS--
 PG2133'
 PG2133'STATION IS LOCATED ABOUT 1-1/2 MILES N OF THE VILLAGE OF
 PG2133'DANNEMORA ON THE EASTERN SUMMIT OF A VERY HEAVILY-TIMBERED RIDGE,
 PG2133'12.7 FEET S OF A TRIANGULAR-BLAZED MAPLE TREE (FOUR 6-INCH TREES
 PG2133'GROWING OUT OF A 24-INCH BASE).  IT IS SET IN A DRILL HOLE IN A
 PG2133'4-INCH BY 4-INCH CONCRETE POST THAT IS ABOUT 8 INCHES BELOW THE
 PG2133'SURFACE OF THE GROUND.  IT IS STAMPED DANNEMORA 1881 1942.
 PG2133'
 PG2133'REFERENCE MARK NO. 1 IS S OF THE STATION SET IN A 4-INCH TILE
 PG2133'PIPE.  IT IS STAMPED DANNEMORA NO. 1 1942 AND PROJECTS 6 INCHES.
 PG2133'
 PG2133'REFERENCE MARK NO. 2 IS WNW OF THE STATION, SET IN A 4-INCH
 PG2133'TILE PIPE.  IT IS STAMPED DANNEMORA NO. 2 1942 AND PROJECTS 6
 PG2133'INCHES.
 PG2133'
 PG2133'D-3 AM - 1/3 TT - 6-6-2 1941 IS S OF THE STATION AND 9 FEET
 PG2133'N OF TRIANGULAR-BLAZED SPRUCE TREES ON THE W SIDE OF TIMBER
 PG2133'CLEARING.  IT IS SET IN A 2-INCH IRON PIPE WITH A 2 1/2-INCH
 PG2133'CAP, AND PROJECTS ABOUT ONE FOOT.  IT IS STAMPED D-3AM-1/3
 PG2133'TT-6-6-2 1941.
 PG2133'
 PG2133'THE AZIMUTH MARK IS SE OF THE STATION, 75 FEET N OF POWER POLE
 PG2133'NO. NYT 24 NYSEGA 6683, 35 FEET NE OF THE CENTER LINE OF
 PG2133'HIGHWAY 374, AND 4 FEET NW OF A WHITE REFERENCE POST.  IT IS
 PG2133'STAMPED DANNEMORA 1942 AND PROJECTS 4 INCHES.  (NOTE 11A.)
 PG2133'
 PG2133'TO REACH THE STATION FROM THE SW CORNER OF THE PRISON AT
 PG2133'DANNEMORA, GO E ON STATE HIGHWAY 374 FOR 0.4 MILE TO A RIGHT
 PG2133'CURVE IN THE HIGHWAY.  *CONTINUE AHEAD ON A MACADAM ROAD FOR
 PG2133'0.3 MILE TO A CROSS ROAD AT A SMALL YELLOW SCHOOL BUILDING ON
 PG2133'THE LEFT.  THEN LEFT (N) ON A ROUGH GRAVEL ROAD FOR 0.55 MILE
 PG2133'TO A FORKS.  THEN LEFT FORK ON TRAIL ROAD FOR 0.05 MILE TO A
 PG2133'GATE.  THROUGH GATE FOR 0.35 MILE TO A BARN.  PASS THROUGH
 PG2133'GATE AT THE LEFT OF BARN AND CROSS A PASTURE (ABOUT 150 YARDS)
 PG2133'TO THE TIMBER AT THE UPPER EDGE OF THE PASTURE.  END OF TRUCK
 PG2133'TRAVEL.  PACK UP RIDGE THROUGH HEAVY TIMBER TO THE HIGHEST
 PG2133'POINT AND STATION.  IT IS A 1/2-HOUR PACK.
 PG2133'
 PG2133'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT ON STATE
 PG2133'HIGHWAY 374 FOR 0.7 MILE TO THE MARK ON THE LEFT.
 PG2133
 PG2133                          STATION RECOVERY (1961)
 PG2133
 PG2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2133'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 PG2133'RECOVERED AS WAS DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.
 PG2133'
 PG2133'WITNESS MARK NO. 3 AND D-3 AM- 1/3 TT 6-6-2 1941 COULD NOT BE
 PG2133'FOUND.
 PG2133'
 PG2133'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 PG2133'
 PG2133'STATION IS REACHED FROM THE SOUTHEAST CORNER OF THE CLINTON
 PG2133'STATE PRISON IN DANNEMORA.  GO EASTERLY ON STATE HIGHWAY 374
 PG2133'FOR 0.5 MILE TO A Y-FORK.  KEEP LEFT, LEAVING HIGHWAY 374 AND
 PG2133'FOLLOW A SURFACED ROAD, EASTERLY FOR 0.3 MILE TO A CROSSROAD.
 PG2133'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO A FORK.
 PG2133'KEEP LEFT AND CONTINUE ON A TRACK ROAD FOR 0.3 MILE TO A BOARD
 PG2133'GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE MAIN
 PG2133'TRAVELED TRACK ROAD FOR 0.15 MILE TO THE REMAINS OF AN OLD
 PG2133'ROCK BUILDING AND A GAP IN A ROCK FENCE.  PASS THROUGH THE GAP
 PG2133'AND CONTINUE STRAIGHT AHEAD, ACROSS AN OPEN PASTURE FOR 0.1
 PG2133'MILE TO A FENCE AND WIRE GATE.  THIS IS THE END OF TRUCK
 PG2133'TRAVEL.  PACK NORTHWESTERLY ON A BLAZED TRAIL FOR
 PG2133'ABOUT 30 MINUTES TO THE HIGHEST POINT AND STATION.
 PG2133'
 PG2133'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 374
 PG2133'AND THE Y-FORK MENTIONED IN THE ABOVE DESCRIPTION.  GO EASTERLY
 PG2133'ON HIGHWAY 374 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2105 ***********************************************************************
 NB2105  CBN         -  This is a Cooperative Base Network Control Station.
 NB2105  DESIGNATION -  DANPORT
 NB2105  PID         -  NB2105
 NB2105  STATE/COUNTY-  NY/LIVINGSTON
 NB2105  USGS QUAD   -  DANSVILLE (1978)
 NB2105
 NB2105                         *CURRENT SURVEY CONTROL
 NB2105  ___________________________________________________________________
 NB2105* NAD 83(1996)-  42 34 01.10697(N)    077 42 43.21929(W)     ADJUSTED  
 NB2105* NAVD 88     -       199.7    (meters)     655.     (feet)  GPS OBS   
 NB2105  ___________________________________________________________________
 NB2105  X           -   1,001,291.413 (meters)                     COMP
 NB2105  Y           -  -4,596,964.600 (meters)                     COMP
 NB2105  Z           -   4,292,309.432 (meters)                     COMP
 NB2105  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 NB2105  ELLIP HEIGHT-         166.30  (meters)          (09/18/02) GPS OBS
 NB2105  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NB2105
 NB2105  HORZ ORDER  -  B
 NB2105  ELLP ORDER  -  FOURTH    CLASS II
 NB2105
 NB2105.This mark is at Dansville Airport (DSV)
 NB2105
 NB2105.The horizontal coordinates were established by GPS observations
 NB2105.and adjusted by the National Geodetic Survey in July 1997..
 NB2105
 NB2105.The orthometric height was determined by GPS observations and a
 NB2105.high-resolution geoid model.
 NB2105
 NB2105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB2105
 NB2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2105
 NB2105.The ellipsoidal height was determined by GPS observations
 NB2105.and is referenced to NAD 83.
 NB2105
 NB2105.The geoid height was determined by GEOID03.
 NB2105
 NB2105;                    North         East     Units Scale Factor Converg.
 NB2105;SPC NY W     -   285,436.831   421,541.581   MT  1.00000045   +0 35 22.0
 NB2105;SPC NY W     -   936,470.67  1,383,007.67   sFT  1.00000045   +0 35 22.0
 NB2105;UTM  18      - 4,716,294.991   277,395.784   MT  1.00020970   -1 50 07.1
 NB2105
 NB2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2105!SPC NY W     -   0.99997392  x   1.00000045  =   0.99997437
 NB2105!UTM  18      -   0.99997392  x   1.00020970  =   1.00018361
 NB2105
 NB2105:                Primary Azimuth Mark                     Grid Az
 NB2105:SPC NY W     -  DANPORT AZ MK                            348 52 56.5
 NB2105:UTM  18      -  DANPORT AZ MK                            351 18 25.6
 NB2105
 NB2105|---------------------------------------------------------------------|
 NB2105| PID    Reference Object                     Distance      Geod. Az  |
 NB2105|                                                           dddmmss.s |
 NB2105| NB2106 DANPORT AZ MK                       APPROX. 0.8 KM 3492818.5 |
 NB2105|---------------------------------------------------------------------|
 NB2105
 NB2105                          SUPERSEDED SURVEY CONTROL
 NB2105
 NB2105  ELLIP H (07/22/97)  166.33   (m)                       GP(       ) 1 1
 NB2105  NAD 83(1986)-  42 34 01.11685(N)    077 42 43.20583(W) AD(       ) 3
 NB2105  NAD 27      -  42 34 00.88823(N)    077 42 44.26462(W) AD(       ) 3
 NB2105  NGVD 29 (04/21/89)  199.6    (m)          655.     (f) GPS OBS        
 NB2105
 NB2105.Superseded values are not recommended for survey control.
 NB2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2105.See file dsdata.txt to determine how the superseded data were derived.
 NB2105
 NB2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7739616295(NAD 83)
 NB2105_MARKER: DD = SURVEY DISK
 NB2105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB2105_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB2105_STAMPING: DANPORT 1988
 NB2105_MARK LOGO: NGS   
 NB2105_PROJECTION: FLUSH
 NB2105_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB2105+STABILITY: POSITION/ELEVATION WELL
 NB2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB2105+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 NB2105_ROD/PIPE-DEPTH: 13.4 meters
 NB2105_SLEEVE-DEPTH  : 1.00 meters
 NB2105
 NB2105  HISTORY     - Date     Condition        Report By
 NB2105  HISTORY     - 1988     MONUMENTED       NGS
 NB2105  HISTORY     - 19951102 GOOD             NYDT
 NB2105  HISTORY     - 20010716 GOOD             NYDT
 NB2105
 NB2105                          STATION DESCRIPTION
 NB2105
 NB2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NB2105'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF DANSVILLE,
 NB2105'AT THE DANSVILLE MUNICIPAL AIRPORT, IN THE GRASS AREA IN THE NORTHWEST
 NB2105'ANGLE OF THE JUNCTION OF CONNECTING TAXIWAY A AND THE SOUTH END OF
 NB2105'RUNWAY 18-36.
 NB2105'OWNERSHIP--CITY OF DANSVILLE, C/O AIRPORT MANAGER J. SCHWENZER, P.O.
 NB2105'BOX 426, DANSVILLE NY 14437.  PHONE 716 335-9970.
 NB2105'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF INTERSTATE HIGHWAY
 NB2105'390 AND STATE HIGHWAY 36, EXIT 5, ABOUT 1.6 KM (1.00 MI) NORTHWEST OF
 NB2105'DANSVILLE, GO SOUTHEAST FOR 0.25 KM (0.15 MI) ON HIGHWAY 36,
 NB2105'DANVILLE-MOUNT MORRIS ROAD, TO THE AIRPORT ENTRANCE ROAD ON THE LEFT
 NB2105'JUST TO THE SOUTH OF A LARGE HANGAR AND ADMINISTRATION BUILDING.  TURN
 NB2105'LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE ENTRANCE ROAD TO A GATE
 NB2105'AT THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING.  PASS THROUGH
 NB2105'THE GATE AND CONTINUE EAST FOR 0.2 KM (0.10 MI) ON THE APRON AND
 NB2105'CONNECTING TAXIWAY A TO THE STATION ON  THE LEFT JUST BEFORE REACHING
 NB2105'THE SOUTH END OF RUNWAY 18-36.
 NB2105'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NB2105'BELOW GROUND DRIVEN TILL SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 NB2105'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NB2105'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GOUND.
 NB2105'LOCATED 62.0 M (203.4 FT) NORTHWEST FROM THE CENTER OF A THE RUNWAY AT
 NB2105'THE SOUTH END OF THE RUNWAY, 37.0 M (121.4 FT) WEST FROM THE CENTER OF
 NB2105'THE RUNWAY, 24.9 NORTH FROM THE CENTER OF CONNECTING TAXIWAY A, 18.4 M
 NB2105'(60.4 FT) NORTHEAST FROM AN ILLUMINATED RUNWAY-RAMP INDICATOR SIGN,
 NB2105'AND 15.1 M (49.5 FT) SOUTHWEST FROM THE FIRST RED-WHITE RUNWAY LIGHT
 NB2105'ON THE WEST SIDE OF THE RUNWAY FROM THE SOUTH END OF THE RUNWAY.
 NB2105'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 NB2105
 NB2105                          STATION RECOVERY (1995)
 NB2105
 NB2105'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NB2105'RECOVERED AS DESCRIBED.
 NB2105
 NB2105                          STATION RECOVERY (2001)
 NB2105
 NB2105'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (LJG)
 NB2105'RECOVERED FROM EXISTING DESCRIPTION. THE FOLLOWING CHANGES ARE NOTED.
 NB2105'OWNERSHIP IS
 NB2105'TOWN OF NORTH DANVILLE, MANAGED BY STERLING AIRWAYS, INC. PHONE
 NB2105'716-335-2076.
 NB2105' 
 NB2105'THE MARK IS 45.7 M (149.9 FT) NW OF THE INTERSECTION OF C-L RUNWAY
 NB2105'18-36 WITH C-L OF TAXIWAY
 NB2105'AT THE SOUTH (36) END OF RUNWAY.
 NB2105' 
 NB2105'THE RED-WHITE RUNWAY LIGHT 15.1 M NE OF THE MARK IS GONE. THE
 NB2105'MEASUREMENT OF 62.0 ME NW
 NB2105'OF RUNWAY C-L IS QUESTIONABLE.
 NB2105'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2106 ***********************************************************************
 NB2106  DESIGNATION -  DANPORT AZ MK
 NB2106  PID         -  NB2106
 NB2106  STATE/COUNTY-  NY/LIVINGSTON
 NB2106  USGS QUAD   -  DANSVILLE (1978)
 NB2106
 NB2106                         *CURRENT SURVEY CONTROL
 NB2106  ___________________________________________________________________
 NB2106* NAD 83(1996)-  42 34 27.96705(N)    077 42 49.97340(W)     ADJUSTED  
 NB2106* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 NB2106  ___________________________________________________________________
 NB2106  X           -   1,001,020.314 (meters)                     COMP
 NB2106  Y           -  -4,596,443.748 (meters)                     COMP
 NB2106  Z           -   4,292,914.398 (meters)                     COMP
 NB2106  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NB2106  ELLIP HEIGHT-         158.28  (meters)          (01/11/99) GPS OBS
 NB2106  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NB2106
 NB2106  HORZ ORDER  -  THIRD
 NB2106  ELLP ORDER  -  FOURTH    CLASS I
 NB2106
 NB2106.This mark is at Dansville Airport (DSV)
 NB2106
 NB2106.The horizontal coordinates were established by GPS observations
 NB2106.and adjusted by the National Geodetic Survey in January 1999..
 NB2106
 NB2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2106
 NB2106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB2106
 NB2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2106
 NB2106.The ellipsoidal height was determined by GPS observations
 NB2106.and is referenced to NAD 83.
 NB2106
 NB2106.The geoid height was determined by GEOID03.
 NB2106
 NB2106;                    North         East     Units Scale Factor Converg.
 NB2106;SPC NY W     -   286,264.020   421,379.028   MT  1.00000016   +0 35 17.7
 NB2106;SPC NY W     -   939,184.54  1,382,474.36   sFT  1.00000016   +0 35 17.7
 NB2106;UTM  18      - 4,717,128.492   277,268.348   MT  1.00021040   -1 50 12.6
 NB2106
 NB2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2106!SPC NY W     -   0.99997518  x   1.00000016  =   0.99997534
 NB2106!UTM  18      -   0.99997518  x   1.00021040  =   1.00018557
 NB2106
 NB2106:                Primary Azimuth Mark                     Grid Az
 NB2106:SPC NY W     -  DANPORT                                  168 52 56.3
 NB2106:UTM  18      -  DANPORT                                  171 18 26.6
 NB2106
 NB2106|---------------------------------------------------------------------|
 NB2106| PID    Reference Object                     Distance      Geod. Az  |
 NB2106|                                                           dddmmss.s |
 NB2106| NB2105 DANPORT                             APPROX. 0.8 KM 1692814.0 |
 NB2106|---------------------------------------------------------------------|
 NB2106
 NB2106                          SUPERSEDED SURVEY CONTROL
 NB2106
 NB2106  NAD 83(1986)-  42 34 27.97607(N)    077 42 49.96047(W) AD(       ) 3
 NB2106  NAD 27      -  42 34 27.74792(N)    077 42 51.01915(W) AD(       ) 3
 NB2106  NGVD 29 (04/21/89)  191.6    (m)          629.     (f) GPS OBS        
 NB2106
 NB2106.Superseded values are not recommended for survey control.
 NB2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2106.See file dsdata.txt to determine how the superseded data were derived.
 NB2106
 NB2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7726817128(NAD 83)
 NB2106_MARKER: I = METAL ROD
 NB2106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB2106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB2106_STAMPING: DANPORT AZ MK
 NB2106_MARK LOGO: NGS   
 NB2106_PROJECTION: FLUSH
 NB2106_MAGNETIC: I = MARKER IS A STEEL ROD
 NB2106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB2106+STABILITY: POSITION/ELEVATION WELL
 NB2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB2106+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NB2106_ROD/PIPE-DEPTH: 20.7 meters
 NB2106_SLEEVE-DEPTH  : 1.0 meters
 NB2106
 NB2106  HISTORY     - Date     Condition        Report By
 NB2106  HISTORY     - 1988     MONUMENTED       NGS
 NB2106
 NB2106                          STATION DESCRIPTION
 NB2106
 NB2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NB2106'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF DANSVILLE,
 NB2106'AT THE DANSVILLE MUNICIPAL AIRPORT, IN THE NORTH CORNER OF THE LARGE
 NB2106'TRIANGULAR GRASS AREA BETWEEN THE CONNECTING TAXIWAY AND THE TWO
 NB2106'RUNWAYS, NEAR THE NORTH END OF RUNWAY 18-36.
 NB2106'OWNERSHIP--CITY OF DANSVILLE, C/O AIPORT MANAGER J. SCHWENZER, P.O.
 NB2106'BOX 426, DANSVILLE NY 14437.  PHONE 716 335-9970.
 NB2106'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF INTERSTATE HIGHWAY
 NB2106'390 AND STATE HIGHWAY 36, EXIT 5, ABOUT 1.6 KM (1.00 MI) NORTHWEST OF
 NB2106'DANSVILLE, GO SOUTHEAST FOR 0.25 KM (0.15 MI) ON HIGHWAY 36,
 NB2106'DANSVILLE-MOUNT MORRIS ROAD, TO THE AIRPORT ENTRANCE ROAD ON THE LEFT
 NB2106'JUST TO THE SOUTH OF A LARGE HANGAR AND AIRPORT ADMINISTRATION
 NB2106'BUILDING.  TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NB2106'ENTRANCE ROAD TO A GATE AT THE SOUTHEAST CORNER OF THE ADMINISTRATION
 NB2106'BUILDING.  PASS THROUGH THE GATE AND GO NORTH FOR 0.55 KM (0.35 MI) ON
 NB2106'THE APRON AND TAXIWAY C TO THE JUNCTION OF RUNWAY 14-32.  CONTINUE
 NB2106'STRAIGHT AHEAD AND GO NORTH FOR 0.4 KM (0.25 MI) ACROSS THE RUNWAY AND
 NB2106'ON TAXIWAY D TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE
 NB2106'NORTH END OF RUNWAY 18-36.
 NB2106'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NB2106'BELOW GROUND DRIVEN TILL SLOW TIME MET AT A DEPTH OF 20.7 METERS IN A
 NB2106'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NB2106'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NB2106'LOCATED 63.5 M (208.3 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY AT
 NB2106'THE NORTH END OF THE RUWNAY, 37.0 M (121.4 FT) WEST FROM THE CENTER OF
 NB2106'THE RUWNAY, 29.5 M (96.8 FT) EAST-NORTHEAST FROM THE CENTER OF A ROUND
 NB2106'METAL DRAIN COVER, 28.8 M (94.5 FT) SOUTHE FROM THE CENTER OF THE
 NB2106'CONNECTING TAXIWAY, 18.0 M (59.1 FT) SOUTH FROM AN ALLUMINATED RUNWAY
 NB2106'18 INDICATOR SIGN, AND 11.6 M (38.1 FT) WEST-SOUTHWEST FROM AN
 NB2106'ILLUMINATED TAXIWAY D INDICATOR SIGN.
 NB2106'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2021 ***********************************************************************
 NB2021  DESIGNATION -  DANSVILLE
 NB2021  PID         -  NB2021
 NB2021  STATE/COUNTY-  NY/LIVINGSTON
 NB2021  USGS QUAD   -  DANSVILLE (1978)
 NB2021
 NB2021                         *CURRENT SURVEY CONTROL
 NB2021  ___________________________________________________________________
 NB2021* NAD 83(1996)-  42 34 05.43063(N)    077 40 13.98347(W)     ADJUSTED  
 NB2021* NAVD 88     -       506.9    (meters)    1663.     (feet)  VERTCON   
 NB2021  ___________________________________________________________________
 NB2021  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NB2021  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NB2021
 NB2021  HORZ ORDER  -  SECOND
 NB2021
 NB2021.The horizontal coordinates were established by classical geodetic methods
 NB2021.and adjusted by the National Geodetic Survey in January 1999..
 NB2021
 NB2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2021
 NB2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB2021
 NB2021.The geoid height was determined by GEOID03.
 NB2021
 NB2021;                    North         East     Units Scale Factor Converg.
 NB2021;SPC NY W     -   285,606.088   424,943.838   MT  1.00000658   +0 37 03.0
 NB2021;SPC NY W     -   937,025.97  1,394,169.91   sFT  1.00000658   +0 37 03.0
 NB2021;SPC NY C     -   285,775.201   160,734.048   MT  1.00003550   -0 44 07.9
 NB2021;SPC NY C     -   937,580.81    527,341.62   sFT  1.00003550   -0 44 07.9
 NB2021;UTM  18      - 4,716,320.163   280,802.826   MT  1.00019118   -1 48 26.1
 NB2021
 NB2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB2021!SPC NY W     -   0.99992575  x   1.00000658  =   0.99993233
 NB2021!SPC NY C     -   0.99992575  x   1.00003550  =   0.99996125
 NB2021!UTM  18      -   0.99992575  x   1.00019118  =   1.00011692
 NB2021
 NB2021|---------------------------------------------------------------------|
 NB2021| PID    Reference Object                     Distance      Geod. Az  |
 NB2021|                                                           dddmmss.s |
 NB2021| DA1622 DANSVILLE RM 1                       38.999 METERS 07324     |
 NB2021| NB1938 BUFFALO NEW YORK AIRWAY BCN 6       APPROX.15.3 KM 1714642.0 |
 NB2021| NB2024 BUFFALO NEW YORK AIRWAY BCN 5       APPROX.15.3 KM 2543637.8 |
 NB2021| DA1623 DANSVILLE RM 2                       32.675 METERS 29544     |
 NB2021| NB2027 BUFFALO NEW YORK AIRWAY BCN 4B      APPROX.22.9 KM 2963450.6 |
 NB2021| DA1621 DANSVILLE AZ MK                                    3444802.5 |
 NB2021|---------------------------------------------------------------------|
 NB2021
 NB2021                          SUPERSEDED SURVEY CONTROL
 NB2021
 NB2021  NAD 83(1986)-  42 34 05.43939(N)    077 40 13.97778(W) AD(       ) 2
 NB2021  NAD 27      -  42 34 05.20200(N)    077 40 15.00400(W) AD(       ) 2
 NB2021  NGVD 29 (07/19/86)  507.0    (m)         1663.     (f) VERT ANG       
 NB2021
 NB2021.Superseded values are not recommended for survey control.
 NB2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2021.See file dsdata.txt to determine how the superseded data were derived.
 NB2021
 NB2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8080316320(NAD 83)
 NB2021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB2021
 NB2021  HISTORY     - Date     Condition        Report By
 NB2021  HISTORY     - 1939     MONUMENTED       CGS
 NB2021  HISTORY     - 1970     SEE DESCRIPTION  NYDT
 NB2021
 NB2021                          STATION DESCRIPTION
 NB2021
 NB2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB2021'STATION IS LOCATED ON A COUNTY ROAD RIGHT-OF-WAY ABOUT 1.5 MILES
 NB2021'EAST OF CENTER OF DANSVILLE.  IT IS ABOUT 230 FEET EAST OF MRS. ROSE
 NB2021'SAHRLES HOUSE, 12 FEET SOUTH OF THE CENTER LINE OF EAST-WEST
 NB2021'ROAD, DIRECTLY IN LINE WITH T ROAD TO NORTH, 30 FEET NORTHEAST
 NB2021'OF THE NORTHEAST CORNER OF BARN.  10 FEET NORTH OF SOUTH
 NB2021'RIGHT-OF-WAY FENCE AND 32 FEET WEST OF TELEPHONE POLE NO.234.
 NB2021'
 NB2021'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB2021'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB2021'
 NB2021'REFERENCE MARK NO.1 IS 20 FEET NORTH OF CENTER LINE OF EAST-WEST
 NB2021'ROAD, 110 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD AND IN THE
 NB2021'FENCE LINE.
 NB2021'
 NB2021'REFERENCE MARK NO.2 IS 85 FEET WEST OF CENTER LINE OF
 NB2021'NORTH-SOUTH ROAD.  25 FEET NORTH OF CENTER LINE OF EAST-WEST
 NB2021'ROAD.  IN THE FENCE LINE AND 2 FEET EAST OF TELEPHONE POLE NO.233.
 NB2021'
 NB2021'AZIMUTH MARK IS 40 FEET EAST OF THE NORTHEAST CORNER OF DISTRICT
 NB2021'SCHOOL NO.5.  27 FEET SOUTH OF BEND IN ROAD, 10 FEET NORTH OF
 NB2021'GRAVE YARD, IN A ROW OF YOUNG TREES.
 NB2021'
 NB2021'A 4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED
 NB2021'U.S. TRIANGULATION WAS SET NEAR STATION.  IT PROJECTS 2 FEET ABOVE
 NB2021'THE SURFACE.
 NB2021'
 NB2021'TO REACH STATION FROM MAIN AND OSSIAN STREET IN DANSVILLE,
 NB2021'GO SOUTH ON MAIN STREET 1.3 MILES, THEN LEFT 1.3 MILES TO RAILROAD
 NB2021'BRIDGE, CONTINUE 0.1 MILE, TURN LEFT, GO 0.6 MILE, THEN TURN
 NB2021'LEFT 0.7 MILE TO STATION.
 NB2021'
 NB2021'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 NB2021
 NB2021                          STATION RECOVERY (1970)
 NB2021
 NB2021'RECOVERY NOTE BY NY DEPT OF TRANSP 1970
 NB2021'STATION IS LOCATED ON THE RIGHT-OF-WAY OF CO. RD. MC NEIL HILL
 NB2021'ABOUT 1.5 MI. E OF CENTER OF DANSVILLE.  IT IS ABOUT 230 FT. EAST
 NB2021'OF MRS. ROSE SAHRLES HOUSE, 12 FT. SOUTH OF THE CENTER LINE OF
 NB2021'MC NEIL HILL RD., DIRECTLY IN LINE WITH T RD. TO N (KIDD RD.)
 NB2021'
 NB2021'STATION MARK, AZ. AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 NB2021'
 NB2021'SURFACE, UNDERGROUND, REFERENCE AND AZS ARE STANDARD BRONZE
 NB2021'DISK SET IN CONCRETE.
 NB2021'
 NB2021'RM 2 IS 85 FT. W OF CENTERLINE OF N-S RD.  25 FT. N OF CENTERLINE
 NB2021'OF E-W RD.
 NB2021'
 NB2021'AZ. IS 40 FT. E OF THE NE CORNER OF DISTRICT SCHOOL NO.5.  10
 NB2021'FT. N OF GRAVEYARD, IN A ROW OF TREES.
 NB2021'
 NB2021'TO REACH STATION FROM N.Y. RTE. 63 (MAIN ST.) AND U.S. RTE. 245
 NB2021'(OSSIAN ST.) IN DANSVILLE, GO S ON MAIN ST. 1.3 MI. THEN LEFT
 NB2021'1.3 MI. TO R.R. BRIDGE, CONTINUE 0.1 MI., TURN LEFT, GO 0.6 MI.,
 NB2021'THEN TURN LEFT 0.7 MI. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI1870 ***********************************************************************
 DI1870  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1870  DESIGNATION -  DANSVILLE CORS ARP
 DI1870  CORS_ID     -  NYDV
 DI1870  PID         -  DI1870
 DI1870  STATE/COUNTY-  NY/LIVINGSTON
 DI1870  USGS QUAD   -  DANSVILLE (1978)
 DI1870
 DI1870                         *CURRENT SURVEY CONTROL
 DI1870  ___________________________________________________________________
 DI1870* NAD 83(CORS)-  42 32 56.09357(N)    077 41 52.59591(W)     ADJUSTED  
 DI1870* NAVD 88     -                                                        
 DI1870  ___________________________________________________________________
 DI1870  EPOCH DATE  -        2002.00
 DI1870  X           -   1,002,712.205 (meters)                     COMP
 DI1870  Y           -  -4,598,060.435 (meters)                     COMP
 DI1870  Z           -   4,290,846.787 (meters)                     COMP
 DI1870  ELLIP HEIGHT-         188.59  (meters)          (10/??/06) GPS OBS
 DI1870  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DI1870
 DI1870  HORZ ORDER  -  SPECIAL (CORS)
 DI1870  ELLP ORDER  -  SPECIAL (CORS)
 DI1870
 DI1870.ITRF positions are available for this station.
 DI1870.The coordinates were established by GPS observations
 DI1870.and adjusted by the National Geodetic Survey in October 2006..
 DI1870.The coordinates are valid at the epoch date displayed above.
 DI1870.The epoch date for horizontal control is a decimal equivalence
 DI1870.of Year/Month/Day.
 DI1870
 DI1870
 DI1870.The PID for the CORS L1 Phase Center is DI1871.
 DI1870
 DI1870.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1870
 DI1870.The ellipsoidal height was determined by GPS observations
 DI1870.and is referenced to NAD 83.
 DI1870
 DI1870.The geoid height was determined by GEOID03.
 DI1870
 DI1870;                    North         East     Units Scale Factor Converg.
 DI1870;SPC NY W     -   283,442.811   422,717.140   MT  1.00000253   +0 35 55.5
 DI1870;SPC NY W     -   929,928.62  1,386,864.48   sFT  1.00000253   +0 35 55.5
 DI1870
 DI1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1870!SPC NY W     -   0.99997042  x   1.00000253  =   0.99997295
 DI1870
 DI1870                          SUPERSEDED SURVEY CONTROL
 DI1870
 DI1870.No superseded survey control is available for this station.
 DI1870
 DI1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7848614253(NAD 83)
 DI1870_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1870
 DI1870                          STATION DESCRIPTION
 DI1870
 DI1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1870'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1870'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1870'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1870'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1870'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI1871 ***********************************************************************
 DI1871  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1871  DESIGNATION -  DANSVILLE CORS L1 PHASE CENTER
 DI1871  CORS_ID     -  NYDV
 DI1871  PID         -  DI1871
 DI1871  STATE/COUNTY-  NY/LIVINGSTON
 DI1871  USGS QUAD   -  DANSVILLE (1978)
 DI1871
 DI1871                         *CURRENT SURVEY CONTROL
 DI1871  ___________________________________________________________________
 DI1871* NAD 83(CORS)-  42 32 56.09365(N)    077 41 52.59585(W)     ADJUSTED  
 DI1871* NAVD 88     -                                                        
 DI1871  ___________________________________________________________________
 DI1871  EPOCH DATE  -        2002.00
 DI1871  X           -   1,002,712.221 (meters)                     COMP
 DI1871  Y           -  -4,598,060.505 (meters)                     COMP
 DI1871  Z           -   4,290,846.856 (meters)                     COMP
 DI1871  ELLIP HEIGHT-         188.69  (meters)          (10/??/06) GPS OBS
 DI1871  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DI1871
 DI1871  HORZ ORDER  -  SPECIAL (CORS)
 DI1871  ELLP ORDER  -  SPECIAL (CORS)
 DI1871
 DI1871.ITRF positions are available for this station.
 DI1871.The coordinates were established by GPS observations
 DI1871.and adjusted by the National Geodetic Survey in October 2006..
 DI1871.The coordinates are valid at the epoch date displayed above.
 DI1871.The epoch date for horizontal control is a decimal equivalence
 DI1871.of Year/Month/Day.
 DI1871
 DI1871
 DI1871.The PID for the CORS ARP is DI1870.
 DI1871
 DI1871.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1871
 DI1871.The ellipsoidal height was determined by GPS observations
 DI1871.and is referenced to NAD 83.
 DI1871
 DI1871.The geoid height was determined by GEOID03.
 DI1871
 DI1871;                    North         East     Units Scale Factor Converg.
 DI1871;SPC NY W     -   283,442.813   422,717.141   MT  1.00000253   +0 35 55.5
 DI1871;SPC NY W     -   929,928.63  1,386,864.49   sFT  1.00000253   +0 35 55.5
 DI1871
 DI1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1871!SPC NY W     -   0.99997041  x   1.00000253  =   0.99997294
 DI1871
 DI1871                          SUPERSEDED SURVEY CONTROL
 DI1871
 DI1871.No superseded survey control is available for this station.
 DI1871
 DI1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN7848614253(NAD 83)
 DI1871_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1871
 DI1871                          STATION DESCRIPTION
 DI1871
 DI1871'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1871'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1871'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1871'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1871'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1871'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2058 ***********************************************************************
 PH2058  DESIGNATION -  DARK IS USLS
 PH2058  PID         -  PH2058
 PH2058  STATE/COUNTY-  NY/ST LAWRENCE
 PH2058  USGS QUAD   -  CHIPPEWA BAY (1982)
 PH2058
 PH2058                         *CURRENT SURVEY CONTROL
 PH2058  ___________________________________________________________________
 PH2058* NAD 83(1996)-  44 27 06.03886(N)    075 48 48.54936(W)     ADJUSTED  
 PH2058* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2058  ___________________________________________________________________
 PH2058  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 PH2058  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 PH2058
 PH2058  HORZ ORDER  -  THIRD
 PH2058
 PH2058.The horizontal coordinates were established by classical geodetic methods
 PH2058.and adjusted by the National Geodetic Survey in January 1999..
 PH2058
 PH2058.The orthometric height was scaled from a topographic map.
 PH2058
 PH2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2058
 PH2058.The geoid height was determined by GEOID03.
 PH2058
 PH2058;                    North         East     Units Scale Factor Converg.
 PH2058;SPC NY E     -   624,786.395    45,463.060   MT  1.00003435   -0 55 11.7
 PH2058;SPC NY E     - 2,049,820.03    149,156.72   sFT  1.00003435   -0 55 11.7
 PH2058;UTM  18      - 4,922,363.437   435,276.261   MT  0.99965152   -0 34 11.0
 PH2058
 PH2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2058!SPC NY E     -   0.99999328  x   1.00003435  =   1.00002763
 PH2058!UTM  18      -   0.99999328  x   0.99965152  =   0.99964480
 PH2058
 PH2058                          SUPERSEDED SURVEY CONTROL
 PH2058
 PH2058  NAD 83(1986)-  44 27 06.04534(N)    075 48 48.55179(W) AD(       ) 3
 PH2058  NAD 27      -  44 27 05.86100(N)    075 48 49.71300(W) AD(       ) 3
 PH2058
 PH2058.Superseded values are not recommended for survey control.
 PH2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2058.See file dsdata.txt to determine how the superseded data were derived.
 PH2058
 PH2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3527622363(NAD 83)
 PH2058_MARKER: DD = SURVEY DISK
 PH2058_SETTING: 66 = SET IN ROCK OUTCROP
 PH2058_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH2058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2058+STABILITY: POSITION/ELEVATION WELL
 PH2058
 PH2058  HISTORY     - Date     Condition        Report By
 PH2058  HISTORY     - 1925     MONUMENTED       USLS
 PH2058  HISTORY     - 1957     GOOD             IBC
 PH2058
 PH2058                          STATION DESCRIPTION
 PH2058
 PH2058'DESCRIBED BY US LAKE SURVEY 1925
 PH2058'ABOUT 3 MILES WEST - NORTHWEST OF CHIPPEWA BAY, NEW YORK.  ON DARK
 PH2058'ISLAND IN THE ST LAWRENCE RIVER.  THE STATION IS ON LEDGE ROCK ON THE
 PH2058'SOUTHWEST END OF THE ISLAND.  IT IS ON THE SECOND POINT NORTHWEST OF
 PH2058'A SWIMMING POOL, ABOUT 8 FEET SOUTHEAST OF THE TOP OF THE BANK, AND 5
 PH2058'FEET FROM THE NEAR CORNER OF A BOARDWALK.  THE ELEVATION ABOVE LOW
 PH2058'WATER DATUM OF THE RIVER IS 10 FEET.
 PH2058'
 PH2058'STATION MARK--A CROSS IN A BRONZE DISK BEARING THE NAME---U.S. LAKE
 PH2058'SURVEY---AND STAMPED---DARK ISLAND, 1925---.  THE DISK IS SET IN THE
 PH2058'CENTER HOLE OF A TRIANGLE CUT IN SOLID ROCK THAT MARKED THE STATION
 PH2058'ESTABLISHED IN 1925.
 PH2058
 PH2058                          STATION RECOVERY (1957)
 PH2058
 PH2058'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2058'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3677 ***********************************************************************
 KU3677  DESIGNATION -  DAVID NEW ROCHELLE DAVID IS TK
 KU3677  PID         -  KU3677
 KU3677  STATE/COUNTY-  NY/WESTCHESTER
 KU3677  USGS QUAD   -  MOUNT VERNON (1979)
 KU3677
 KU3677                         *CURRENT SURVEY CONTROL
 KU3677  ___________________________________________________________________
 KU3677* NAD 83(1996)-  40 53 15.08055(N)    073 46 14.68128(W)     ADJUSTED  
 KU3677* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU3677  ___________________________________________________________________
 KU3677  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KU3677  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU3677
 KU3677  HORZ ORDER  -  THIRD
 KU3677
 KU3677.The horizontal coordinates were established by classical geodetic methods
 KU3677.and adjusted by the National Geodetic Survey in January 1999..
 KU3677
 KU3677.The orthometric height was scaled from a topographic map.
 KU3677
 KU3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3677
 KU3677.The geoid height was determined by GEOID03.
 KU3677
 KU3677;                    North         East     Units Scale Factor Converg.
 KU3677;SPC NY E     -   228,313.863   211,454.301   MT  0.99994647   +0 28 38.5
 KU3677;SPC NY E     -   749,059.73    693,746.32   sFT  0.99994647   +0 28 38.5
 KU3677;SPC NY L     -    80,073.927   319,321.065   MT  0.99999511   +0 08 59.8
 KU3677;SPC NY L     -   262,709.21  1,047,639.19   sFT  0.99999511   +0 08 59.8
 KU3677;UTM  18      - 4,526,998.333   603,558.945   MT  0.99973200   +0 48 17.0
 KU3677
 KU3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3677!SPC NY E     -   1.00000462  x   0.99994647  =   0.99995109
 KU3677!SPC NY L     -   1.00000462  x   0.99999511  =   0.99999973
 KU3677!UTM  18      -   1.00000462  x   0.99973200  =   0.99973661
 KU3677
 KU3677                          SUPERSEDED SURVEY CONTROL
 KU3677
 KU3677  NAD 83(1996)-  40 53 15.08180(N)    073 46 14.68143(W) AD(       ) 4
 KU3677  NAD 83(1992)-  40 53 15.08056(N)    073 46 14.68224(W) AD(       ) 4
 KU3677  NAD 83(1986)-  40 53 15.08310(N)    073 46 14.68140(W) AD(       ) 4
 KU3677  NAD 27      -  40 53 14.72400(N)    073 46 16.20600(W) AD(       ) 3
 KU3677
 KU3677.Superseded values are not recommended for survey control.
 KU3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3677.See file dsdata.txt to determine how the superseded data were derived.
 KU3677
 KU3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0355926998(NAD 83)
 KU3677_MARKER: 51 = TANK
 KU3677
 KU3677  HISTORY     - Date     Condition        Report By
 KU3677  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3677  HISTORY     - 1932     GOOD             CGS
 KU3677  HISTORY     - 1934     GOOD             CGS
 KU3677  HISTORY     - 1966     GOOD             CGS
 KU3677  HISTORY     - 1986     GOOD             NOS
 KU3677  HISTORY     - 20060117 MARK NOT FOUND   GPSSS
 KU3677
 KU3677                          STATION DESCRIPTION
 KU3677
 KU3677'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU3677'THIS STATION IS A LARGE, BLACK CYLINDRICAL WATER TANK WITH CONICAL
 KU3677'TOP, LOCATED ON THE EXTREME NE CORNER OF DAVIDS ISLAND, A
 KU3677'GOVERNMENT RESERVATION ABOUT 1 MILE DUE S OF NEW ROCHELLE HARBOR.
 KU3677'THE TANK IS VERY PROMINENT AND WOULD MAKE A DESIRABLE LANDMARK ON
 KU3677'OUR CHARTS.
 KU3677
 KU3677                          STATION RECOVERY (1932)
 KU3677
 KU3677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RRW)
 KU3677'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KU3677'
 KU3677'A COMPLETE DESCRIPTION FOLLOWS--
 KU3677'
 KU3677'THIS STATION IS NEAR THE W SHORE OF LONG ISLAND SOUND JUST S OF
 KU3677'NEW ROCHELLE, AT THE NORTHERN EXTREMITY OF DAVIDS ISLAND, A UNITED
 KU3677'STATES GOVERNMENT RESERVATION IN THE GROUNDS OF FORT SLOCUM.  THE
 KU3677'STATION IS LOCATED ATOP A PROMINENT, DARK-GREY, CONICAL-TOP, STEEL
 KU3677'WATER TANK SUPPORTED BY FOUR STRUCTURAL STEEL COLUMNS.
 KU3677'
 KU3677'CENTER IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET ABOVE
 KU3677'GROUND.  NO REFERENCE MARKS WERE ESTABLISHED.
 KU3677'
 KU3677'THE STATION WAS NOT OCCUPIED, ALTHOUGH OCCUPANCY IS POSSIBLE WITH
 KU3677'THE AID OF AN OBSERVERS PLATFORM AT THE TANK APEX.
 KU3677'
 KU3677'POSSIBLE AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE SKETCH BELOW.
 KU3677
 KU3677                          STATION RECOVERY (1934)
 KU3677
 KU3677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3677'RECOVERED. , WITH THE EXCEPTION THAT THE FOLLOWING INFORMATION
 KU3677'SHOULD BE ADDED TO THE DESCRIPTION, NAMELY--IT IS AN ELEVATED,
 KU3677'GREY, CYLINDRICAL TANK WITH A RED CONICAL ROOF, SUPPORTED ON FOUR
 KU3677'(4) BUILT-UP STEEL COLUMNS.  THE TOP OF THE TANK IS ABOUT ONE
 KU3677'HUNDRED (100) FEET ABOVE GROUND.
 KU3677
 KU3677                          STATION RECOVERY (1966)
 KU3677
 KU3677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3677'THE STATION WAS RECOVERED.  BY R.R.W. 1932 EXCEPT THE TANK IS NOW
 KU3677'SILVER IN COLOR.
 KU3677'
 KU3677'PREVIOUSLY LISTED AS DAVID 1930.
 KU3677
 KU3677                          STATION RECOVERY (1986)
 KU3677
 KU3677'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU3677'THE STATION WAS RECOVERED AT THIS DATE.
 KU3677'THE STATIONS GEODETIC POSITION WAS VERIFIED BY THEODOLITE
 KU3677'INTERSECTION FROM SEVERAL GROUND STATIONS.
 KU3677'
 KU3677'RECOVERED BY R DECROIX.
 KU3677
 KU3677                          STATION RECOVERY (2006)
 KU3677
 KU3677'RECOVERY NOTE BY GPS SALES AND SERVICES 2006 (CJC)
 KU3677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3198 ***********************************************************************
 LW3198  DESIGNATION -  DAVID TUTHILLS FLAGSTAFF
 LW3198  PID         -  LW3198
 LW3198  STATE/COUNTY-  NY/SUFFOLK
 LW3198  USGS QUAD   -  MONTAUK POINT (1956)
 LW3198
 LW3198                         *CURRENT SURVEY CONTROL
 LW3198  ___________________________________________________________________
 LW3198* NAD 83(1996)-  41 03 14.43898(N)    071 57 27.65903(W)     ADJUSTED  
 LW3198* NAVD 88     -                                                        
 LW3198  ___________________________________________________________________
 LW3198  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 LW3198  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LW3198
 LW3198  HORZ ORDER  -  THIRD
 LW3198
 LW3198.The horizontal coordinates were established by classical geodetic methods
 LW3198.and adjusted by the National Geodetic Survey in January 1999..
 LW3198
 LW3198
 LW3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3198
 LW3198.The geoid height was determined by GEOID03.
 LW3198
 LW3198;                    North         East     Units Scale Factor Converg.
 LW3198;SPC NY L     -   100,539.077   471,675.024   MT  1.00000122   +1 20 09.0
 LW3198;SPC NY L     -   329,851.96  1,547,487.14   sFT  1.00000122   +1 20 09.0
 LW3198;UTM  19      - 4,548,968.290   251,442.134   MT  1.00036045   -1 56 36.6
 LW3198;UTM  18      - 4,549,213.133   755,671.245   MT  1.00040460   +1 59 57.1
 LW3198
 LW3198                          SUPERSEDED SURVEY CONTROL
 LW3198
 LW3198  NAD 83(1996)-  41 03 14.43911(N)    071 57 27.65908(W) AD(       ) 4
 LW3198  NAD 83(1992)-  41 03 14.43621(N)    071 57 27.65801(W) AD(       ) 4
 LW3198  NAD 83(1986)-  41 03 14.43755(N)    071 57 27.66474(W) AD(       ) 4
 LW3198  NAD 27      -  41 03 14.07200(N)    071 57 29.41200(W) AD(       ) 3
 LW3198
 LW3198.Superseded values are not recommended for survey control.
 LW3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3198.See file dsdata.txt to determine how the superseded data were derived.
 LW3198
 LW3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5144248968(NAD 83)
 LW3198_MARKER: 83 = FLAGSTAFF
 LW3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3198+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 LW3198
 LW3198  HISTORY     - Date     Condition        Report By
 LW3198  HISTORY     - 1911     FIRST OBSERVED   CGS
 LW3198  HISTORY     - 1933     GOOD             CGS
 LW3198  HISTORY     - 20030814 GOOD             USPSQD
 LW3198
 LW3198                          STATION DESCRIPTION
 LW3198
 LW3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3198'AN OLD UNPAINTED FLAGPOLE, ABOUT 8 INCHES IN DIAMETER, WAS RECOVERED
 LW3198'IN THIS VICINITY WHICH WAS REPORTED TO HAVE BELONGED TO DAVID
 LW3198'TUTHILL.  THE UPPER SPLICED POLE IS MISSING AT THE TOP.  THE
 LW3198'POLE SETS BACK ABOUT 15 METERS FROM THE BLUFF EDGE AND IS ABOUT
 LW3198'10 METERS W OF THE PRIVATE ROADWAY ALONG THE BLUFF.
 LW3198
 LW3198                          STATION RECOVERY (2003)
 LW3198
 LW3198'RECOVERY NOTE BY US POWER SQUADRON 2003 (KSK)
 LW3198'CORNER OF R27 AND THE PLAZA RD.  ACCROSS FROM CHAMBER OF COMMERCE
 LW3198'OFFICE.ERECTED OCT 1954 PRESENTED TO VILLAGE OF MONTAUK BY RESIDENTS
 LW3198'AND FRIENDS SPONSORED BY MONTAUK CIVIC ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4429 ***********************************************************************
 KU4429  DESIGNATION -  DAVIDS
 KU4429  PID         -  KU4429
 KU4429  STATE/COUNTY-  NY/SUFFOLK
 KU4429  USGS QUAD   -  MORICHES (1967)
 KU4429
 KU4429                         *CURRENT SURVEY CONTROL
 KU4429  ___________________________________________________________________
 KU4429* NAD 83(1996)-  40 46 57.67109(N)    072 46 57.15443(W)     ADJUSTED  
 KU4429* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU4429  ___________________________________________________________________
 KU4429  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 KU4429  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU4429
 KU4429  HORZ ORDER  -  SECOND
 KU4429
 KU4429.The horizontal coordinates were established by classical geodetic methods
 KU4429.and adjusted by the National Geodetic Survey in January 1999..
 KU4429
 KU4429.The orthometric height was scaled from a topographic map.
 KU4429
 KU4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4429
 KU4429.The geoid height was determined by GEOID03.
 KU4429
 KU4429;                    North         East     Units Scale Factor Converg.
 KU4429;SPC NY L     -    69,120.721   402,762.906   MT  0.99999559   +0 47 46.7
 KU4429;SPC NY L     -   226,773.57  1,321,397.97   sFT  0.99999559   +0 47 46.7
 KU4429;UTM  18      - 4,516,999.333   687,109.657   MT  1.00003093   +1 26 55.8
 KU4429
 KU4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4429!SPC NY L     -   1.00000485  x   0.99999559  =   1.00000044
 KU4429!UTM  18      -   1.00000485  x   1.00003093  =   1.00003578
 KU4429
 KU4429|---------------------------------------------------------------------|
 KU4429| PID    Reference Object                     Distance      Geod. Az  |
 KU4429|                                                           dddmmss.s |
 KU4429| CB8367 DAVIDS RM 2                          10.705 METERS 01855     |
 KU4429| KU4423 EAST MORICHES WEST RADIO TOWER      APPROX. 1.5 KM 0810300.0 |
 KU4429| KU4424 EAST MORICHES EAST RADIO TOWER      APPROX. 1.6 KM 0842841.1 |
 KU4429| KU4427 EAST BAY HOTEL TANK                 APPROX. 2.7 KM 1634205.9 |
 KU4429| KU4426 CHIMNEY NEAR EAST BAY HOTEL         APPROX. 2.8 KM 1703140.0 |
 KU4429| KU4386 FORGE RIVER CG STA WATCH TOWER      APPROX. 4.4 KM 2111242.9 |
 KU4429| KU4439 MASURY WINDMILL                     APPROX. 2.3 KM 2702127.1 |
 KU4429| CB8366 DAVIDS RM 1                          11.531 METERS 29145     |
 KU4429|---------------------------------------------------------------------|
 KU4429
 KU4429                          SUPERSEDED SURVEY CONTROL
 KU4429
 KU4429  NAD 83(1996)-  40 46 57.67249(N)    072 46 57.15523(W) AD(       ) 2
 KU4429  NAD 83(1992)-  40 46 57.67123(N)    072 46 57.15484(W) AD(       ) 2
 KU4429  NAD 83(1986)-  40 46 57.67560(N)    072 46 57.15763(W) AD(       ) 2
 KU4429  NAD 27      -  40 46 57.30800(N)    072 46 58.80900(W) AD(       ) 2
 KU4429
 KU4429.Superseded values are not recommended for survey control.
 KU4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4429.See file dsdata.txt to determine how the superseded data were derived.
 KU4429
 KU4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8711016999(NAD 83)
 KU4429_MARKER: Z = SEE DESCRIPTION
 KU4429_SETTING: 0 = UNSPECIFIED SETTING
 KU4429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4429
 KU4429  HISTORY     - Date     Condition        Report By
 KU4429  HISTORY     - 1930     MONUMENTED       CGS
 KU4429  HISTORY     - 1933     GOOD             CGS
 KU4429  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KU4429
 KU4429                          STATION DESCRIPTION
 KU4429
 KU4429'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (AD)
 KU4429'DAVIDS IS A CONCRETE MONUMENT 3 INCHES ABOVE GROUND 10 FEET
 KU4429'FROM HIGH WATER LINE ON THE N SHORE OF MORICHES BAY AND IS ABOUT
 KU4429'400 FEET E OF BELLEVIEW AVENUE, CENTER MORICHES.  IT IS SITUATED
 KU4429'ON WHAT IS KNOWN AS DAVIDS POINT.
 KU4429
 KU4429                          STATION RECOVERY (1933)
 KU4429
 KU4429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU4429'ON THE N SHORE OF MORICHES BAY, ABOUT 200 METERS E OF BELLEVIEW
 KU4429'AVENUE, AND 2.7 METERS FROM HIGH WATER LINE.  FROM THE SE CORNER
 KU4429'OF THE EASTERNMOST OF FOUR BUNGALOWS TO THE E OF BELLEVIEW
 KU4429'AVENUE, TO THE STATION IS 97 METERS.
 KU4429'
 KU4429'STATION IS A CONCRETE SHAFT 6 INCHES SQUARE PROJECTING ABOUT
 KU4429'6 INCHES ABOVE GROUND.  CENTER IS THE INTERSECTION OF THE DEEP
 KU4429'V-SHAPED CROSSCUT IN THE TOP.
 KU4429'
 KU4429'TWO REFERENCE MARKS CONSISTING OF STANDARD C. AND G.S. DISKS
 KU4429'SET IN TRUNCATED CONICAL CONCRETE MONUMENTS 42 INCHES DEEP WITH
 KU4429'12-INCH TOPS AND 18-INCH BOTTOMS AND TOPS PROJECTING ABOUT
 KU4429'8 INCHES ABOVE GROUND WERE PLACED AS FOLLOWS--NO.1 TO THE W
 KU4429'ALONG THE SHORE.  NO.2 TO THE N IN THE MARSH.
 KU4429
 KU4429                          STATION RECOVERY (1951)
 KU4429
 KU4429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU4429'THIS STATION WAS DESTROYED BY EROSION AND HIGH WATER.
 KU4429'
 KU4429'REFERENCE MARK 3 WAS RECOVERED 3 FEET N OF THE HIGH-WATER
 KU4429'LINE.  MARK WAS BROKEN OFF FROM THE REMAINING CONCRETE BASE.  THE
 KU4429'APPEARANCE SHOWS THAT CEMENT WAS MIXED WITH SALT WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2166 ***********************************************************************
 NA2166  DESIGNATION -  DAVIE
 NA2166  PID         -  NA2166
 NA2166  STATE/COUNTY-  NY/DELAWARE
 NA2166  USGS QUAD   -  CANNONSVILLE RESERVOIR (1981)
 NA2166
 NA2166                         *CURRENT SURVEY CONTROL
 NA2166  ___________________________________________________________________
 NA2166* NAD 83(1996)-  42 03 08.89100(N)    075 22 10.09139(W)     ADJUSTED  
 NA2166* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 NA2166  ___________________________________________________________________
 NA2166  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 NA2166  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 NA2166
 NA2166  HORZ ORDER  -  FIRST
 NA2166
 NA2166.The horizontal coordinates were established by classical geodetic methods
 NA2166.and adjusted by the National Geodetic Survey in January 1999..
 NA2166
 NA2166.The orthometric height was scaled from a topographic map.
 NA2166
 NA2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2166
 NA2166.The geoid height was determined by GEOID03.
 NA2166
 NA2166;                    North         East     Units Scale Factor Converg.
 NA2166;SPC NY E     -   357,793.258    78,029.879   MT  0.99996371   -0 34 56.7
 NA2166;SPC NY E     - 1,173,860.05    256,003.03   sFT  0.99996371   -0 34 56.7
 NA2166;SPC NY C     -   228,634.614   350,481.361   MT  1.00006169   +0 48 47.3
 NA2166;SPC NY C     -   750,112.06  1,149,870.93   sFT  1.00006169   +0 48 47.3
 NA2166;SPC PA N     -   212,141.299   797,045.412   MT  1.00001824   +1 34 29.3
 NA2166;SPC PA N     -   696,000.25  2,614,973.16   sFT  1.00001824   +1 34 29.3
 NA2166;UTM  18      - 4,655,667.932   469,426.515   MT  0.99961150   -0 14 50.9
 NA2166
 NA2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2166!SPC NY E     -   0.99991762  x   0.99996371  =   0.99988133
 NA2166!SPC NY C     -   0.99991762  x   1.00006169  =   0.99997931
 NA2166!SPC PA N     -   0.99991762  x   1.00001824  =   0.99993586
 NA2166!UTM  18      -   0.99991762  x   0.99961150  =   0.99952915
 NA2166
 NA2166:                Primary Azimuth Mark                     Grid Az
 NA2166:SPC NY E     -  SEYMOUR                                  069 46 19.6
 NA2166:SPC NY C     -  SEYMOUR                                  068 22 35.6
 NA2166:SPC PA N     -  SEYMOUR                                  067 36 53.6
 NA2166:UTM  18      -  SEYMOUR                                  069 26 13.8
 NA2166
 NA2166|---------------------------------------------------------------------|
 NA2166| PID    Reference Object                     Distance      Geod. Az  |
 NA2166|                                                           dddmmss.s |
 NA2166| NA2168 SEYMOUR                             APPROX. 7.3 KM 0691122.9 |
 NA2166| CZ7708 DAVIE RM 1                           27.318 METERS 23002     |
 NA2166| CZ7707 DAVIE AZ MK                                        2645824.4 |
 NA2166| NA2172 NORTH SANFORD FIRE TOWER            APPROX.14.9 KM 3152055.6 |
 NA2166| CZ7709 DAVIE RM 2                           25.325 METERS 31521     |
 NA2166|---------------------------------------------------------------------|
 NA2166
 NA2166                          SUPERSEDED SURVEY CONTROL
 NA2166
 NA2166  NAD 83(1986)-  42 03 08.89630(N)    075 22 10.09428(W) AD(       ) 1
 NA2166  NAD 27      -  42 03 08.59300(N)    075 22 11.46300(W) AD(       ) 1
 NA2166
 NA2166.Superseded values are not recommended for survey control.
 NA2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2166.See file dsdata.txt to determine how the superseded data were derived.
 NA2166
 NA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6942755668(NAD 83)
 NA2166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2166
 NA2166  HISTORY     - Date     Condition        Report By
 NA2166  HISTORY     - 1940     MONUMENTED       CGS
 NA2166  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NA2166
 NA2166                          STATION DESCRIPTION
 NA2166
 NA2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2166'LOCATED ON THE HIGHEST POINT OF A HILL ABOUT 3 MILES
 NA2166'EAST-SOUTHEAST OF DEPOSIT AND 1 MILE SOUTH OF THE WEST BRANCH OF
 NA2166'THE DELAWARE RIVER.  IT IS ON THE NORTH END OF THE HILL AND IS
 NA2166'SURROUNDED BY SECOND-GROWTH TIMBER AND UNDERBRUSH.
 NA2166'
 NA2166'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 10 AND 17 IN
 NA2166'DEPOSIT GO SOUTHEAST ON STATE HIGHWAY 17 FOR 0.35 MILE TO
 NA2166'MACADAM ROAD TO LEFT, TURN LEFT AND FOLLOW MACADAM ROAD PAST
 NA2166'CEMETERY ON LEFT TO THE END OF MACADAM, THEN CONTINUE ON DIRT
 NA2166'ROAD FOR 2.0 MILES TO GRADED ROAD TO THE LEFT, TURN LEFT AND GO
 NA2166'0.25 MILE TO CLEARING, CONTINUE STRAIGHT AHEAD, THEN BEAR TO THE
 NA2166'RIGHT ON TRACK ROAD FOR 0.25 MILE TO GATE IN FENCE.  THIS IS
 NA2166'THE END OF TRUCK TRAVEL.  FROM HERE PACK UPHILL TAKING RIGHT
 NA2166'HAND FORK JUST AFTER PASSING THROUGH GATE FOR ABOUT 0.3 MILE
 NA2166'TO HIGHEST POINT OF RIDGE AND STATION.  TRAIL IS WELL
 NA2166'MARKED AND WIDE.
 NA2166'
 NA2166'STATION MARK IS SET IN THE TOP OF A 12- BY 12-INCH CONCRETE
 NA2166'POST PROJECTING ABOUT 6 INCHES.  (NOTE 1A).
 NA2166'
 NA2166'AZIMUTH MARK IS 2.15 MILES EASTERLY FROM THE POINT OF LEAVING
 NA2166'STATE HIGHWAY 17, ON THE WAY TO THE STATION , 8 PACES EAST OF
 NA2166'THE ROAD AND IS SET IN THE TOP OF A 1- BY 4-FOOT ROCK OUTCROP
 NA2166'THAT PROTRUDES ABOUT 18 INCHES (NOTE 12A).
 NA2166'
 NA2166'REFERENCE MARK NO. 1 IS WEST OF THE STATION ON THE WEST SLOPE
 NA2166'OF THE HILL ABOUT 10 FEET BELOW THE STATION.  (NOTE 12A).
 NA2166'
 NA2166'REFERENCE MARK NO. 2 IS SET IN A ROCK OUTCROP NORTHWEST OF THE
 NA2166'STATION AND IS ABOUT 12 FEET BELOW THE STATION.  (NOTE 12A).
 NA2166'
 NA2166'ALL MARKS ARE STANDARD BRONZE DISK MARKS AND ARE STAMPED DAVIE
 NA2166'1940.
 NA2166'
 NA2166'WHITE WOODEN POSTS WERE SET AT THE AZIMUTH MARK AND REFERENCE
 NA2166'MARK NO. 1.
 NA2166'
 NA2166'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NA2166
 NA2166                          STATION RECOVERY (1974)
 NA2166
 NA2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 NA2166'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2166'TO THE REFERENCE MARKS WERE NOT CHECKED.  STATION IS IN DENSE
 NA2166'TIMBER UP TO 50 FEET TALL AND VIEW IS BLOCKED IN ALL
 NA2166'DIRECTIONS.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 NA2166'
 NA2166'STATION IS LOCATED ON THE SUMMIT OF A TIMBERED HILL, ABOUT
 NA2166'1/2-MILE EAST-NORTHEAST OF COLUMBIA LAKE, 1/2 MILE WEST OF
 NA2166'CRYSTAL LAKE AND 1 MILE SOUTH OF CANNONSVILLE RESERVOIR.  STATION
 NA2166'MARK IS A STANDARD DISK STAMPED DAVIE 1940, SET IN THE
 NA2166'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES
 NA2166'FROM GROUND.  IT IS ALONG WEST EDGE OF HILLTOP, 16 FEET NORTH OF
 NA2166'A METAL WITNESS SIGN NAILED ONTO A TREE AND 4 FEET NORTHWEST OF
 NA2166'THE OLD WOODEN WITNESS POST WHICH IS SET IN A CAIRN.
 NA2166'
 NA2166'RM NO. 1 IS A STANDARD DISK STAMPED DAVIE NO 1 1940, CEMENTED
 NA2166'IN A DRILL HOLE IN A BEDROCK LEDGE, 2 FEET NORTHWEST OF A SMALL
 NA2166'CAIRN AND 9 FEET LOWER THAN STATION MARK.  THE LEDGE PROJECTS 16
 NA2166'INCHES ABOVE GROUND ON SOUTHWEST SIDE.
 NA2166'
 NA2166'RM NO. 2 IS A STANDARD DISK STAMPED DAVIE NO 2 1940, CEMENTED
 NA2166'IN A DRILL HOLE IN THE SOUTHEAST END OF A BEDROCK SLAB, 15 FEET
 NA2166'LOWER THAN STATION MARK.  NOTE--THERE IS A SHALLOW DRILL HOLE 1
 NA2166'FOOT NORTHWEST OF THE RM AND 8 INCHES HIGHER.
 NA2166'
 NA2166'AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIE 1940, CEMENTED
 NA2166'IN A DRILL HOLE IN A 16 X 36-INCH ROCK OUTCROP PROJECTING 14
 NA2166'INCHES FROM GROUND.  IT IS 75 YARDS NORTH FROM DROP IN ROAD
 NA2166'GRADE, 27 FEET EAST OF CENTER LINE OF COLUMBIA LAKE ROAD, 3 FEET
 NA2166'EAST-NORTHEAST OF THE OLD WOODEN WITNESS POST AND 3-1/2 FEET
 NA2166'SOUTHEAST OF A METAL WITNESS SIGN NAILED ONTO A TREE.
 NA2166'
 NA2166'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 17 AND 10 IN
 NA2166'DEPOSIT, GO EAST ON NY RTE. 17 FOR 0.35 MILE.  TAKE LEFT FORK, UP
 NA2166'BY CEMETERY, AND FOLLOW COLUMBIA LAKE ROAD FOR 1.5 MILES TO A
 NA2166'T-ROAD RIGHT.  KEEP AHEAD FOR 0.5 MILE TO AZIMUTH MARK ON
 NA2166'LEFT.  CONTINUE ON COLUMBIA LAKE ROAD FOR 0.7 MILE TO END OF
 NA2166'TRUCK TRAVEL AT FARM HOME BY A T-ROAD LEFT.  PACK EASTERLY ABOUT
 NA2166'1/2-MILE TO SUMMIT OF HILL AND STATION.
 NA2166'
 NA2166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2166'3 MILES ESE OF DEPOSIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2421 ***********************************************************************
 LY2421  DESIGNATION -  DAVIS
 LY2421  PID         -  LY2421
 LY2421  STATE/COUNTY-  NY/ULSTER
 LY2421  USGS QUAD   -  ROSENDALE (1980)
 LY2421
 LY2421                         *CURRENT SURVEY CONTROL
 LY2421  ___________________________________________________________________
 LY2421* NAD 83(1996)-  41 52 06.69561(N)    074 07 05.53340(W)     ADJUSTED  
 LY2421* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 LY2421  ___________________________________________________________________
 LY2421  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LY2421  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LY2421
 LY2421  HORZ ORDER  -  SECOND
 LY2421
 LY2421.The horizontal coordinates were established by classical geodetic methods
 LY2421.and adjusted by the National Geodetic Survey in January 1999..
 LY2421
 LY2421.The orthometric height was scaled from a topographic map.
 LY2421
 LY2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2421
 LY2421.The geoid height was determined by GEOID03.
 LY2421
 LY2421;                    North         East     Units Scale Factor Converg.
 LY2421;SPC NY E     -   337,068.967   181,693.998   MT  0.99991236   +0 15 17.4
 LY2421;SPC NY E     - 1,105,867.10    596,107.73   sFT  0.99991236   +0 15 17.4
 LY2421;UTM  18      - 4,635,554.902   573,178.723   MT  0.99966590   +0 35 18.8
 LY2421
 LY2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2421!SPC NY E     -   0.99998728  x   0.99991236  =   0.99989964
 LY2421!UTM  18      -   0.99998728  x   0.99966590  =   0.99965318
 LY2421
 LY2421|---------------------------------------------------------------------|
 LY2421| PID    Reference Object                     Distance      Geod. Az  |
 LY2421|                                                           dddmmss.s |
 LY2421| CB3955 DAVIS RM 1                           26.445 METERS 03704     |
 LY2421| LY2417 ULSTER COUNTY TB HOSP TANK          APPROX. 9.8 KM 0565633.5 |
 LY2421| CB3954 DAVIS AZ MK                                        2483920.0 |
 LY2421| CB3956 DAVIS RM 2                           40.688 METERS 29733     |
 LY2421|---------------------------------------------------------------------|
 LY2421
 LY2421                          SUPERSEDED SURVEY CONTROL
 LY2421
 LY2421  NAD 83(1986)-  41 52 06.69752(N)    074 07 05.53444(W) AD(       ) 2
 LY2421  NAD 27      -  41 52 06.36300(N)    074 07 07.02300(W) AD(       ) 2
 LY2421
 LY2421.Superseded values are not recommended for survey control.
 LY2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2421.See file dsdata.txt to determine how the superseded data were derived.
 LY2421
 LY2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM7317935555(NAD 83)
 LY2421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2421
 LY2421  HISTORY     - Date     Condition        Report By
 LY2421  HISTORY     - 1942     MONUMENTED       CGS
 LY2421  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LY2421  HISTORY     - 1984     GOOD             USPSQD
 LY2421  HISTORY     - 1984     GOOD             CGS
 LY2421  HISTORY     - 1989     GOOD             USPSQD
 LY2421
 LY2421                          STATION DESCRIPTION
 LY2421
 LY2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2421'THE STATION IS ABOUT 1.5 MILES NE OF STONE RIDGE ON LAND OWNED
 LY2421'BY OLIVER DAVIS.  IT IS IN THE NE CORNER OF A HAY FIELD, NE OF
 LY2421'THE DAVIS HOUSE.  IT IS STAMPED DAVIS 1942 AND PROJECTS 6 INCHES.
 LY2421'
 LY2421'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 LY2421'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY2421'
 LY2421'REFERENCE MARK NO.1 IS LOCATED N OF THE STATION.  IT IS A
 LY2421'BRONZE DISK SET IN A DRILL HOLE IN BEDROCK AND IS STAMPED DAVIS
 LY2421'NO.1 1942.
 LY2421'
 LY2421'REFERENCE MARK NO.2 IS LOCATED WNW OF THE STATION.  IT IS A
 LY2421'BRONZE DISK SET IN A DRILL HOLE IN BEDROCK AND IS STAMPED DAVIS
 LY2421'NO.2 1942.
 LY2421'
 LY2421'THE AZIMUTH MARK IS ABOUT 0.3 MILE WSW OF THE STATION, 40 FEET
 LY2421'E OF THE CENTER LINE OF U.S. HIGHWAY 209, 26 FEET N OF A
 LY2421'15-INCH POPLAR TREE AND 66 FEET N OF THE NW CORNER OF THE BLUE
 LY2421'CHURN INN.  IT IS STAMPED DAVIS 1942 AND PROJECTS ABOUT 6 INCHES.
 LY2421'
 LY2421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND
 LY2421'STATE HIGHWAY 213 IN STONE RIDGE, GO NORTHERLY ON U.S. HIGHWAY
 LY2421'209 FOR 1.65 MILES TO A WHITE HOUSE ON THE RIGHT.  TURN RIGHT
 LY2421'INTO FARMYARD AND FOLLOW FARM LANE TO THE LEFT OF THE HOUSE,
 LY2421'ACROSS MEADOW TO THE WOODS.  TURN LEFT AND FOLLOW EDGE OF WOODS
 LY2421'TO THE NE CORNER OF THE MEADOW AND THE STATION.
 LY2421'
 LY2421'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION RAICHART 1938.
 LY2421'
 LY2421'A 4-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION SAMSON.
 LY2421'
 LY2421'A 4-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION TICETYONK 1940.
 LY2421'
 LY2421'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION SILVER.
 LY2421'
 LY2421'A 50-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION WISHING
 LY2421'STONE 1938.
 LY2421'
 LY2421'A 100-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION STIMATZ.
 LY2421'
 LY2421'A 64-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION SKY TOP.
 LY2421'
 LY2421'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LY2421
 LY2421                          STATION RECOVERY (1970)
 LY2421
 LY2421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LY2421'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LY2421'HOWEVER, THE AZIMUTH MARK IS NOW BLOCKED BY TREES.  THE LAND IN
 LY2421'VICINITY OF STATION IS CHANGED AND THE HAY FIELD IS OVERGROWN
 LY2421'WITH BRUSH.
 LY2421'
 LY2421'STATION IS LOCATED IN HEAVY TIMBER, JUST INSIDE THE WEST POINT
 LY2421'OF TALL TREES, ABOUT 100 YARDS EAST OF A BLACK CINDER ROAD AND
 LY2421'ABOUT 200 YARDS SOUTHEAST OF THE CARWORTH INC. PLANT BUILDINGS.
 LY2421'
 LY2421'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 209 AND
 LY2421'STATE HIGHWAY 213 IN STONE RIDGE, GO NORTHERLY ON U.S. HIGHWAY
 LY2421'209 FOR 1.5 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE AHEAD FOR
 LY2421'0.1 MILE TO SIDE ROAD RIGHT.  GO RIGHT, UPGRADE, PAST WHITE
 LY2421'HOUSE ON KNOLL TO RIGHT, FOR 0.1 MILE, THEN LEFT FOR 0.05 MILE
 LY2421'TO END OF TRUCK TRAVEL.  WALK EAST UP BRUSHY SLOPE, TOWARDS
 LY2421'NOTICEABLE POINT OF HIGHER TREES, FOR ABOUT 100 YARDS, TO
 LY2421'STATION 50 FEET INSIDE TIMBER, 3 FEET S OF A METAL WITNESS
 LY2421'POST.
 LY2421'
 LY2421'STATION MARK IS A STANDARD DISK STAMPED--DAVIS 1942, SET IN
 LY2421'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 4
 LY2421'INCHES FROM GROUND.  IT IS 60 FEET EAST OF A LARGE STONE PILE,
 LY2421'78 FEET EAST OF A 3-FOOT-TALL, PROPERTY-CORNER, PIPE MARKER,
 LY2421'145 FEET WEST OF A PIPE IN A STONE WALL, AND 90 FEET NORTH OF A
 LY2421'LARGE, 8-FOOT-HIGH, BEDROCK KNOB.
 LY2421'
 LY2421'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DAVIS NO
 LY2421'1 1942, CEMENTED IN A DRILL HOLE IN THE MIDDLE OF A FLAT
 LY2421'BEDROCK LEDGE PROJECTING 1-1/2 FEET ON SOUTHEAST SIDE.  IT IS
 LY2421'IN TIMBER, 3 FEET LOWER THAN STATION MARK, AND 86.72 FT.,
 LY2421'26.432 M N OF STATION.
 LY2421'
 LY2421'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DAVIS NO
 LY2421'2 1942, CEMENTED IN A DRILL HOLE IN AN 8-FOOT-LONG, CURVING
 LY2421'BEDROCK LEDGE PROJECTING 30 INCHES ON THE WEST SIDE.  IT IS
 LY2421'ABOUT 6 FEET LOWER THAN STATION MARK, AND 133.36 FT., (40.648M)
 LY2421'WNW OF STATION.
 LY2421'
 LY2421'AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1942, SET IN THE
 LY2421'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 16 INCHES
 LY2421'FROM GROUND.  IT IS IN THE NORTHEAST EDGE OF THE LAWN AT A HOME
 LY2421'(THE BLUE CHURN INN IS GONE) AT RR 3, BOX 151B, 39.8 FEET
 LY2421'SOUTHEAST OF CENTER LINE OF THE HIGHWAY, 32 FEET NORTHEAST OF
 LY2421'EDGE OF DRIVEWAY OF THE HOME, 4 FEET SOUTHWEST OF EDGE OF LAWN,
 LY2421'AND 96.5 FEET SOUTH OF POWER POLE NO. 241.
 LY2421'
 LY2421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2421'1-1/2 MILES NORTHEAST OF STONE RIDGE.
 LY2421
 LY2421                          STATION RECOVERY (1984)
 LY2421
 LY2421'RECOVERY NOTE BY US POWER SQUADRON 1984 (CBS)
 LY2421'DAVIS 1942 RECOVERED GOOD.
 LY2421'
 LY2421'RECOVERED STATION IN GOOD CONDITION.
 LY2421'
 LY2421'RECOVERED RM NO. 2 IN GOOD CONDITION.
 LY2421'
 LY2421'RECOVERED AZIMUTH MARK IN GOOD CONDITION.
 LY2421'
 LY2421'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 LY2421'
 LY2421'DESCRIPTION IS CHANGING DAILY AS CONSTRUCTION OF A RESIDENCE IS
 LY2421'DIRECTLY OVER R M NO. 2.  PROPERTY IS OWNED BY ROBERT FILIPEK,
 LY2421'RD 3, BOX 204E, KINGSTON, N.Y. 12401.
 LY2421
 LY2421                          STATION RECOVERY (1984)
 LY2421
 LY2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984
 LY2421'DAVIS 1942 RECOVERED GOOD.
 LY2421
 LY2421                          STATION RECOVERY (1989)
 LY2421
 LY2421'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBS)
 LY2421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3671 ***********************************************************************
 KU3671  DESIGNATION -  DAVIS
 KU3671  PID         -  KU3671
 KU3671  STATE/COUNTY-  NY/WESTCHESTER
 KU3671  USGS QUAD   -  MOUNT VERNON (1979)
 KU3671
 KU3671                         *CURRENT SURVEY CONTROL
 KU3671  ___________________________________________________________________
 KU3671* NAD 83(1996)-  40 58 29.09018(N)    073 47 05.70459(W)     ADJUSTED  
 KU3671* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 KU3671  ___________________________________________________________________
 KU3671  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KU3671  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU3671
 KU3671  HORZ ORDER  -  FIRST
 KU3671
 KU3671.The horizontal coordinates were established by classical geodetic methods
 KU3671.and adjusted by the National Geodetic Survey in January 1999..
 KU3671
 KU3671.The orthometric height was scaled from a topographic map.
 KU3671
 KU3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3671
 KU3671.The geoid height was determined by GEOID03.
 KU3671
 KU3671;                    North         East     Units Scale Factor Converg.
 KU3671;SPC NY E     -   237,989.698   210,180.721   MT  0.99994456   +0 28 08.1
 KU3671;SPC NY E     -   780,804.53    689,567.92   sFT  0.99994456   +0 28 08.1
 KU3671;SPC NY L     -    89,757.379   318,102.806   MT  0.99999726   +0 08 26.5
 KU3671;SPC NY L     -   294,479.00  1,043,642.29   sFT  0.99999726   +0 08 26.5
 KU3671;SPC CT       -   168,626.924   217,693.807   MT  1.00003040   -0 41 10.4
 KU3671;SPC CT       -   553,236.83    714,217.10   sFT  1.00003040   -0 41 10.4
 KU3671;UTM  18      - 4,536,664.646   602,230.344   MT  0.99972863   +0 47 48.6
 KU3671
 KU3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3671!SPC NY E     -   0.99999173  x   0.99994456  =   0.99993629
 KU3671!SPC NY L     -   0.99999173  x   0.99999726  =   0.99998899
 KU3671!SPC CT       -   0.99999173  x   1.00003040  =   1.00002213
 KU3671!UTM  18      -   0.99999173  x   0.99972863  =   0.99972036
 KU3671
 KU3671|---------------------------------------------------------------------|
 KU3671| PID    Reference Object                     Distance      Geod. Az  |
 KU3671|                                                           dddmmss.s |
 KU3671| KU3672 NEW ROCHELLE DAISY FARMS TANK        69.880 METERS 02554     |
 KU3671| CB6728 DAVIS RM 2                           26.561 METERS 03703     |
 KU3671| LX3937 SENIOR                              APPROX. 6.3 KM 0392618.9 |
 KU3671| KU3627 MAMARONECK WINGED FOOT GC TANK      APPROX. 3.3 KM 1164440.6 |
 KU3671| CB6727 DAVIS RM 1                           27.384 METERS 15729     |
 KU3671| CB6729 DAVIS RM 3 AZIMUTH                                 1633007.9 |
 KU3671| KU3674 NEW ROCHELLE RAD WVOX MAST          APPROX. 5.3 KM 1701844.7 |
 KU3671| KU3686 NEW ROCHELLE HOLY FAM SCH TWR       APPROX. 5.6 KM 1851501.6 |
 KU3671| KU3685 NEW ROCHELLE ROOSEVELT SCH CUP      APPROX. 3.5 KM 1952421.4 |
 KU3671| KU3684 NEW ROCHELLE URSULINE SCH CUP       APPROX. 3.1 KM 1992233.2 |
 KU3671| KU3706 TUCKAHOE CHURCH SPIRE               APPROX. 4.3 KM 2251805.9 |
 KU3671| KU3716 YONKERS MC CLAIR TV SYSTEM MST      APPROX. 8.1 KM 2335040.2 |
 KU3671| LX4108 WHITE PLAINS RADIO WFAS TOWER       APPROX. 6.7 KM 3274830.1 |
 KU3671| LX4084 HARTSDALE MUNICIPAL TANK            APPROX. 5.1 KM 3303328.1 |
 KU3671|---------------------------------------------------------------------|
 KU3671
 KU3671                          SUPERSEDED SURVEY CONTROL
 KU3671
 KU3671  NAD 83(1996)-  40 58 29.09101(N)    073 47 05.70474(W) AD(       ) 1
 KU3671  NAD 83(1992)-  40 58 29.08975(N)    073 47 05.70520(W) AD(       ) 1
 KU3671  NAD 83(1986)-  40 58 29.09226(N)    073 47 05.70433(W) AD(       ) 1
 KU3671  NAD 27      -  40 58 28.73783(N)    073 47 07.22935(W) AD(       ) 1
 KU3671
 KU3671.Superseded values are not recommended for survey control.
 KU3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3671.See file dsdata.txt to determine how the superseded data were derived.
 KU3671
 KU3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0223036665(NAD 83)
 KU3671_MARKER: DS = TRIANGULATION STATION DISK
 KU3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3671
 KU3671  HISTORY     - Date     Condition        Report By
 KU3671  HISTORY     - 1966     MONUMENTED       CGS
 KU3671  HISTORY     - 1988     GOOD             USPSQD
 KU3671
 KU3671                          STATION DESCRIPTION
 KU3671
 KU3671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3671'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE BUSINESS
 KU3671'SECTION OF NEW ROCHELLE, 4 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 KU3671'WHITE PLAINS, 1.5 MILES SOUTHEAST OF SCARSDALE, 0.5 MILE
 KU3671'NORTHWEST OF THE HUTCHISON RIVER PARKWAY, AND AT THE CORNER OF
 KU3671'DONNYBROOK ROAD AND ISELIN DRIVE IN THE NORTHERN SECTION OF NEW
 KU3671'ROCHELLE, AND ON THE GROUNDS OF THE GEORGE M. DAVIS JR. ELEMENTARY
 KU3671'SCHOOL.
 KU3671'
 KU3671'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KU3671'MAMARONECK AVENUE IN WHITE PLAINS, GO SOUTH ON MAMARONECK AVENUE
 KU3671'FOR 0.6 MILE TO A FORK, (MAMARONECK AVENUE GOES TO THE LEFT)
 KU3671'CONTINUE STRAIGHT AHEAD, SOUTH ON OLD MAMARONECK ROAD (STATE
 KU3671'HIGHWAY 125) FOR 3.1 MILES TO A TRAFFIC LIGHT AT A 5-POINT
 KU3671'INTERSECTION OF HEATHCOTE ROAD, PALMER AVENUE, WEAVER STREET AND
 KU3671'WILMOT ROAD.  CONTINUE STRAIGHT AHEAD, SOUTHWEST ON WILMOT ROAD
 KU3671'AND GO 0.45 MILE TO A TRAFFIC LIGHT, CONTINUE ON WILMOT ROAD FOR
 KU3671'0.25 MILE TO A ROAD LEFT.  TURN LEFT ON TOP OF THE RIDGE ROAD AND
 KU3671'GO SOUTHEAST FOR 0.2 MILE TO A CROSS STREET, JUST PAST A WATER
 KU3671'TANK ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE
 KU3671'STATION SITE IN SCHOOL YARD.
 KU3671'
 KU3671'THE STATION MARK IS A STANDARD DISK STAMPED DAVIS 1966 SET IN THE
 KU3671'TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT WHICH IS
 KU3671'FLUSH WITH THE GROUND.  IT IS 84 FEET EAST OF THE NORTHEAST
 KU3671'CORNER OF THE SCHOOL BUILDING, 62 FEET WEST OF THE CENTER OF
 KU3671'ISELIN DRIVE, 32.6 FEET SOUTH OF A CHAIN LINK FENCE, 15.7 FEET
 KU3671'WEST OF THE WEST EDGE OF A SIDEWALK AND 13.7 FEET SOUTH OF THE
 KU3671'SOUTH EDGE OF A SIDEWALK.
 KU3671'
 KU3671'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED DAVIS NO 1 1966
 KU3671'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU3671'WHICH IS FLUSH WITH THE GROUND.  IT IS 113 FEET EAST OF THE EAST
 KU3671'SIDE OF THE SCHOOL BUILDING, 61 FEET NORTH OF THE CENTER OF A
 KU3671'DRIVEWAY, 45 FEET WEST OF THE CENTER OF ISELIN DRIVE AND 0.8 FOOT
 KU3671'WEST OF THE WEST EDGE OF THE SIDEWALK.
 KU3671'
 KU3671'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED DAVIS NO 2 1966
 KU3671'SET IN THE TOP OF A 12-INCH CYLINDRICAL SHAPED CONCRETE MONUMENT
 KU3671'WHICH IS FLUSH WITH THE GROUND.  IT IS 32 FEET NORTHWEST OF THE
 KU3671'CENTER OF DONNYBROOK ROAD, 30 FEET SOUTHWEST OF THE CENTER OF A
 KU3671'DRIVEWAY, 8.1 FEET WEST OF POWER LINE POLE NO.L 5281-1 AND 2.7
 KU3671'FEET SOUTH-SOUTHEAST OF A CHAIN LINK FENCE.
 KU3671'
 KU3671'THE DISTANCE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO.2
 KU3671'IS 153.63 FEET, (46.826) METERS.
 KU3671'
 KU3671'REFERENCE MARK NO.3 (AZI. MK.) IS A STANDARD DISK STAMPED DAVIS NO
 KU3671'3 1966 CEMENTED IN A DRILLED HOLE IN THE WEST CURB OF ISELIN
 KU3671'DRIVE.  IT IS 54 FEET NORTH OF THE CENTER OF DAISY FARMS DRIVE,
 KU3671'44.5 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 16 FEET WEST OF THE
 KU3671'CENTER OF ISELIN DRIVE AND 0.6 FOOT NORTH OF THE NORTH END OF A
 KU3671'STORM DRAIN.
 KU3671'
 KU3671'TO REACH REFERENCE MARK NO.3 (AZI. MK.) FROM THE STATION, GO
 KU3671'SOUTH ON ISELIN DRIVE FOR 0.15 MILE TO THE MARK ON THE RIGHT IN
 KU3671'WEST CURB.
 KU3671'
 KU3671'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 KU3671
 KU3671                          STATION RECOVERY (1988)
 KU3671
 KU3671'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 KU3671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0922 ***********************************************************************
 NC0922  DESIGNATION -  DAVIS
 NC0922  PID         -  NC0922
 NC0922  STATE/COUNTY-  NY/ALLEGANY
 NC0922  USGS QUAD   -  PIKE (1976)
 NC0922
 NC0922                         *CURRENT SURVEY CONTROL
 NC0922  ___________________________________________________________________
 NC0922* NAD 83(1996)-  42 31 02.27659(N)    078 14 35.74757(W)     ADJUSTED  
 NC0922* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 NC0922  ___________________________________________________________________
 NC0922  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 NC0922  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NC0922
 NC0922  HORZ ORDER  -  THIRD
 NC0922
 NC0922.The horizontal coordinates were established by classical geodetic methods
 NC0922.and adjusted by the National Geodetic Survey in January 1999..
 NC0922
 NC0922.The orthometric height was scaled from a topographic map.
 NC0922
 NC0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0922
 NC0922.The geoid height was determined by GEOID03.
 NC0922
 NC0922;                    North         East     Units Scale Factor Converg.
 NC0922;SPC NY W     -   279,607.125   377,943.989   MT  0.99994710   +0 13 47.4
 NC0922;SPC NY W     -   917,344.38  1,239,971.24   sFT  0.99994710   +0 13 47.4
 NC0922;UTM  17      - 4,710,897.170   726,455.658   MT  1.00023099   +1 51 49.8
 NC0922
 NC0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0922!SPC NY W     -   0.99990450  x   0.99994710  =   0.99985161
 NC0922!UTM  17      -   0.99990450  x   1.00023099  =   1.00013547
 NC0922
 NC0922:                Primary Azimuth Mark                     Grid Az
 NC0922:SPC NY W     -  GORDON                                   179 27 48.1
 NC0922:UTM  17      -  GORDON                                   177 49 45.7
 NC0922
 NC0922|---------------------------------------------------------------------|
 NC0922| PID    Reference Object                     Distance      Geod. Az  |
 NC0922|                                                           dddmmss.s |
 NC0922| NC0968 GORDON                              APPROX.17.5 KM 1794135.5 |
 NC0922|---------------------------------------------------------------------|
 NC0922
 NC0922                          SUPERSEDED SURVEY CONTROL
 NC0922
 NC0922  NAD 83(1986)-  42 31 02.28358(N)    078 14 35.74306(W) AD(       ) 3
 NC0922  NAD 27      -  42 31 02.05939(N)    078 14 36.70617(W) AD(       ) 3
 NC0922
 NC0922.Superseded values are not recommended for survey control.
 NC0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0922.See file dsdata.txt to determine how the superseded data were derived.
 NC0922
 NC0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH2645610897(NAD 83)
 NC0922_MARKER: DD = SURVEY DISK
 NC0922_SETTING: 66 = SET IN ROCK OUTCROP
 NC0922_SP_SET: SET IN ROCK OUTCROP
 NC0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0922+STABILITY: POSITION/ELEVATION WELL
 NC0922
 NC0922  HISTORY     - Date     Condition        Report By
 NC0922  HISTORY     - 1902     MONUMENTED       USGS
 NC0922
 NC0922                          STATION DESCRIPTION
 NC0922
 NC0922'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 NC0922'LOCATED IN THE NORTHERN PART OF CENTERVILLE TOWNSHIP ABOUT 2.0
 NC0922'MI NORTH OF CENTERVILLE VILLAGE ON LAND OWNED BY MILTON DAVIS.
 NC0922'
 NC0922'STATION MARK, A BRONZE TRIANGULATION DISK CEMENTED IN SOLID ROCK
 NC0922'UNDER CENTER OF SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2208 ***********************************************************************
 KU2208  DESIGNATION -  DAVIS HILL 2
 KU2208  PID         -  KU2208
 KU2208  STATE/COUNTY-  NY/SUFFOLK
 KU2208  USGS QUAD   -  PORT JEFFERSON (1967)
 KU2208
 KU2208                         *CURRENT SURVEY CONTROL
 KU2208  ___________________________________________________________________
 KU2208* NAD 83(1996)-  40 56 57.71159(N)    073 00 57.61977(W)     ADJUSTED  
 KU2208* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 KU2208  ___________________________________________________________________
 KU2208  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 KU2208  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 KU2208
 KU2208  HORZ ORDER  -  SECOND
 KU2208
 KU2208.The horizontal coordinates were established by classical geodetic methods
 KU2208.and adjusted by the National Geodetic Survey in January 1999..
 KU2208
 KU2208.The orthometric height was scaled from a topographic map.
 KU2208
 KU2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2208
 KU2208.The geoid height was determined by GEOID03.
 KU2208
 KU2208;                    North         East     Units Scale Factor Converg.
 KU2208;SPC NY L     -    87,381.646   382,849.845   MT  0.99999640   +0 38 37.0
 KU2208;SPC NY L     -   286,684.62  1,256,066.53   sFT  0.99999640   +0 38 37.0
 KU2208;SPC CT       -   165,320.821   282,402.326   MT  1.00003478   -0 10 35.0
 KU2208;SPC CT       -   542,390.06    926,514.96   sFT  1.00003478   -0 10 35.0
 KU2208;UTM  18      - 4,535,031.318   666,989.377   MT  0.99994322   +1 18 02.1
 KU2208
 KU2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2208!SPC NY L     -   0.99999513  x   0.99999640  =   0.99999153
 KU2208!SPC CT       -   0.99999513  x   1.00003478  =   1.00002991
 KU2208!UTM  18      -   0.99999513  x   0.99994322  =   0.99993835
 KU2208
 KU2208:                Primary Azimuth Mark                     Grid Az
 KU2208:SPC NY L     -  ROCKY POINT RCA RADIO MAST 2             106 12 05.3
 KU2208:SPC CT       -  ROCKY POINT RCA RADIO MAST 2             107 01 17.3
 KU2208:UTM  18      -  ROCKY POINT RCA RADIO MAST 2             105 32 40.2
 KU2208
 KU2208|---------------------------------------------------------------------|
 KU2208| PID    Reference Object                     Distance      Geod. Az  |
 KU2208|                                                           dddmmss.s |
 KU2208| KU4489 ROCKY POINT RCA RADIO MAST 2        APPROX. 5.9 KM 1065042.3 |
 KU2208| KU4490 ROCKY POINT RCA RADIO MAST 13       APPROX. 6.9 KM 1071948.1 |
 KU2208| KU4491 ROCKY POINT RCA RADIO MAST 14       APPROX. 7.0 KM 1081505.1 |
 KU2208| KU4495 ROCKY POINT RCA RADIO MAST 3        APPROX. 6.2 KM 1083134.4 |
 KU2208| KU4496 ROCKY POINT RCA RADIO MAST 15       APPROX. 7.2 KM 1090756.3 |
 KU2208| KU4498 ROCKY POINT RCA RADIO MAST 16       APPROX. 7.3 KM 1095822.6 |
 KU2208| KU4492 ROCKY POINT RCA RADIO MAST 4        APPROX. 6.5 KM 1100155.1 |
 KU2208| KU4494 ROCKY POINT RCA RADIO MAST 5        APPROX. 6.9 KM 1112313.4 |
 KU2208| KU4497 ROCKY POINT RCA PWR PLT STACK       APPROX. 7.4 KM 1125847.5 |
 KU2208| KU4499 ROCKY POINT RCA RADIO MAST 7        APPROX. 7.6 KM 1135238.2 |
 KU2208| KU4503 ROCKY POINT RCA RADIO MAST 8        APPROX. 7.9 KM 1152012.8 |
 KU2208| KU4505 ROCKY POINT RCA RADIO MAST 9        APPROX. 8.2 KM 1164052.8 |
 KU2208| KU4500 ROCKY POINT RCA RADIO MAST 10       APPROX. 8.6 KM 1175518.0 |
 KU2208| KU4501 ROCKY POINT RCA RADIO MAST 11       APPROX. 8.9 KM 1190405.0 |
 KU2208| KU4502 ROCKY POINT RCA RADIO MAST 12       APPROX. 9.3 KM 1200747.7 |
 KU2208| KU4493 ROCKY POINT RCA EXPTL TOWER         APPROX. 7.6 KM 1250517.9 |
 KU2208| CB6730 DAVIS HILL 2 AZ MK                                 1365226.8 |
 KU2208| CB6731 DAVIS HILL 2 RM 1                    15.913 METERS 14130     |
 KU2208| KU2282 HOLTSVILLE SANITARIUM ELEV TK       APPROX.11.5 KM 1955438.5 |
 KU2208| KU2198 PORT JEFFERSON STA SCH CUPOLA       APPROX. 3.9 KM 2314428.0 |
 KU2208| KU2247 PORT JEFFERSON STA WILSON MILL      APPROX. 3.8 KM 2432110.0 |
 KU2208| KU2195 PORT JEFFERSON STA STANDPIPE        APPROX. 3.6 KM 2435732.2 |
 KU2208| KU2193 HOSPITAL                            APPROX. 3.4 KM 2503055.5 |
 KU2208| KU2190 BELLE TERRE TANK                    APPROX. 3.7 KM 2731613.1 |
 KU2208| KU2202 MOUNT SINAI BREAKWATER LIGHT        APPROX. 2.9 KM 3084951.7 |
 KU2208| CB6732 DAVIS HILL 2 RM 2                    23.933 METERS 31253     |
 KU2208| KU2207 CHURCH                              444.809 METERS 3333245.1 |
 KU2208|---------------------------------------------------------------------|
 KU2208
 KU2208                          SUPERSEDED SURVEY CONTROL
 KU2208
 KU2208  NAD 83(1996)-  40 56 57.71322(N)    073 00 57.61970(W) AD(       ) 2
 KU2208  NAD 83(1992)-  40 56 57.71195(N)    073 00 57.61912(W) AD(       ) 2
 KU2208  NAD 83(1986)-  40 56 57.71534(N)    073 00 57.62181(W) AD(       ) 2
 KU2208  NAD 27      -  40 56 57.35700(N)    073 00 59.25200(W) AD(       ) 2
 KU2208
 KU2208.Superseded values are not recommended for survey control.
 KU2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2208.See file dsdata.txt to determine how the superseded data were derived.
 KU2208
 KU2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6698935031(NAD 83)
 KU2208_MARKER: DS = TRIANGULATION STATION DISK
 KU2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2208
 KU2208  HISTORY     - Date     Condition        Report By
 KU2208  HISTORY     - 1939     MONUMENTED       CGS
 KU2208  HISTORY     - 1951     MARK NOT FOUND   CGS
 KU2208  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 KU2208
 KU2208                          STATION DESCRIPTION
 KU2208
 KU2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2208'STATION IS 2.4 MILES NORTHEASTERLY ALONG N COUNTRY ROAD FROM
 KU2208'PORT JEFFERSON STATION POST OFFICE AND ON A HILL 0.2 MILE E OF
 KU2208'THE ROAD.  STATION IS ALSO 0.9 MILE FROM MOUNT SINAI POST OFFICE
 KU2208'(LIEBMANS STORE).  STATION IS IN THE EDGE OF A CULTIVATED FIELD
 KU2208'12 FEET E OF A WAGON ROAD ACROSS FROM A PEACH ORCHARD ON PROPERTY
 KU2208'OF TIMOTHY I. DAVIS.
 KU2208'
 KU2208'SURFACE, UNDERGROUND, REFERENCE MARKS, AND AZIMUTH ARE STANDARD
 KU2208'BRONZE DISKS SET IN CONCRETE.
 KU2208'
 KU2208'REFERENCE MARK 2 IS SW OF THE STATION AND ON THE OPPOSITE
 KU2208'SIDE OF THE WAGON ROAD.  REFERENCE MARK 1 IS 12 FEET E OF THE
 KU2208'WAGON TRAIL.  AZIMUTH MARK IS 0.2 MILE SE OF THE STATION IN THE
 KU2208'SE CORNER OF A CULTIVATED FIELD WHICH IS SURROUNDED BY WOODS ON
 KU2208'THE E AND S SIDES.
 KU2208'
 KU2208'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KU2208
 KU2208                          STATION RECOVERY (1951)
 KU2208
 KU2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2208'THIS STATION GONE.  A PLOWED FIELD NOW IN LOCATION OF STATION
 KU2208'MARK AND R.M. 1 FOUND UPRIGHT IN ORCHARD TO THE E.  IT APPARENTLY
 KU2208'HAD BEEN DUG UP AND PLACED THERE BY OWNER OF PROPERTY.  R.M. 1
 KU2208'SENT TO WASHINGTON OFFICE.
 KU2208
 KU2208                          STATION RECOVERY (1995)
 KU2208
 KU2208'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1094 ***********************************************************************
 OG1094  DESIGNATION -  DAWN
 OG1094  PID         -  OG1094
 OG1094  STATE/COUNTY-  NY/ORLEANS
 OG1094  USGS QUAD   -  KENT (1978)
 OG1094
 OG1094                         *CURRENT SURVEY CONTROL
 OG1094  ___________________________________________________________________
 OG1094* NAD 83(1996)-  43 22 15.96035(N)    078 11 32.85652(W)     ADJUSTED  
 OG1094* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 OG1094  ___________________________________________________________________
 OG1094  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 OG1094  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OG1094
 OG1094  HORZ ORDER  -  THIRD
 OG1094
 OG1094.The horizontal coordinates were established by classical geodetic methods
 OG1094.and adjusted by the National Geodetic Survey in January 1999..
 OG1094
 OG1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1094
 OG1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1094
 OG1094.The geoid height was determined by GEOID03.
 OG1094
 OG1094;                    North         East     Units Scale Factor Converg.
 OG1094;SPC NY W     -   374,469.523   381,677.731   MT  0.99994984   +0 16 06.3
 OG1094;SPC NY W     - 1,228,572.09  1,252,221.02   sFT  0.99994984   +0 16 06.3
 OG1094;UTM  17      - 4,805,854.781   727,461.263   MT  1.00023648   +1 55 43.8
 OG1094
 OG1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1094!SPC NY W     -   0.99999384  x   0.99994984  =   0.99994368
 OG1094!UTM  17      -   0.99999384  x   1.00023648  =   1.00023031
 OG1094
 OG1094                          SUPERSEDED SURVEY CONTROL
 OG1094
 OG1094  NAD 83(1986)-  43 22 15.96699(N)    078 11 32.85450(W) AD(       ) 3
 OG1094  NGVD 29 (05/23/89)   75.4    (m)          247.     (f) VERT ANG       
 OG1094
 OG1094.Superseded values are not recommended for survey control.
 OG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1094.See file dsdata.txt to determine how the superseded data were derived.
 OG1094
 OG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2746105855(NAD 83)
 OG1094_MARKER: DD = SURVEY DISK
 OG1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OG1094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OG1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1094+STABILITY: SURFACE MOTION
 OG1094
 OG1094  HISTORY     - Date     Condition        Report By
 OG1094  HISTORY     - 1983     MONUMENTED       NOS
 OG1094
 OG1094                          STATION DESCRIPTION
 OG1094
 OG1094'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 OG1094'THE STATION IS LOCATED IN CARLTON TOWNSHIP, ON THE WEST BANK OF
 OG1094'OAK ORCHARD CREEK JUST SOUTH FROM THE WEST JETTY, AND ON
 OG1094'PROPERTY OF LAKESIDE BEACH STATE PARK.
 OG1094'
 OG1094'TO REACH THE STATION FROM THE JUNCTION OF NY 18 AND NY 98 IN THE
 OG1094'VILLAGE OF BALDWIN, GO NORTH AND WEST ON NY 18 (ROOSEVELT
 OG1094'HIGHWAY) FOR 2.1 KM (1.3 MILES) TO THE FIRST ROAD ON THE RIGHT
 OG1094'AFTER PASSING MCCUTCHEN ROAD ON THE LEFT.  TURN RIGHT ONTO
 OG1094'THIS ROAD AND GO NORTH ALONG THE TOP OF THE BLUFF ON THE WEST
 OG1094'SIDE OF OAK ORCHARD CREEK TO THE ROADS END AT A T-INTERSECTION
 OG1094'NEAR THE SHORELINE OF LAKE ONTARIO.  TURN RIGHT ONTO
 OG1094'THIS ROAD AND GO EAST TO ITS END.  FROM THIS POINT, WALK EAST TO
 OG1094'THE BANK OF OAK ORCHARD CREEK AND THE STATION JUST SOUTH FROM
 OG1094'THE SOUTH END OF THE WEST JETTY.
 OG1094'
 OG1094'THE STATION IS A STANDARD NOS DISK
 OG1094'STAMPED---DAWN 1983---,
 OG1094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 16 CM IN DIAMETER
 OG1094'FLUSH WITH GROUND.  IT IS LOCATED
 OG1094'7.10 METERS (23.29 FT) SOUTHEAST FROM A PK NAIL IN THE MOST
 OG1094'EASTERLY OF A STAND OF WILLOWS,
 OG1094'3.40 METERS (11.15 FT) EAST FROM A PK NAIL IN A LARGE POPLAR, AND
 OG1094'1.52 METERS (4.99 FT) WEST FROM A PK NAIL IN A STUMP AT THE
 OG1094'WATERS EDGE.
 OG1094'
 OG1094'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 OG1094'DESCRIBED BY J. DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0784 ***********************************************************************
 PH0784  DESIGNATION -  DAWSON
 PH0784  PID         -  PH0784
 PH0784  STATE/COUNTY-  NY/ST LAWRENCE
 PH0784  USGS QUAD   -  RED MILLS (1963)
 PH0784
 PH0784                         *CURRENT SURVEY CONTROL
 PH0784  ___________________________________________________________________
 PH0784* NAD 83(1986)-  44 45 05.     (N)    075 24 02.     (W)     SCALED    
 PH0784* NAVD 88     -        93.678  (meters)     307.34   (feet)  ADJUSTED  
 PH0784  ___________________________________________________________________
 PH0784  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 PH0784  DYNAMIC HT  -          93.673 (meters)     307.33  (feet)  COMP
 PH0784  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 PH0784
 PH0784  VERT ORDER  -  SECOND    CLASS 0
 PH0784
 PH0784.The horizontal coordinates were scaled from a topographic map and have
 PH0784.an estimated accuracy of +/- 6 seconds.
 PH0784
 PH0784.The orthometric height was determined by differential leveling
 PH0784.and adjusted by the National Geodetic Survey in June 1991..
 PH0784
 PH0784.The geoid height was determined by GEOID03.
 PH0784
 PH0784.The dynamic height is computed by dividing the NAVD 88
 PH0784.geopotential number by the normal gravity value computed on the
 PH0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0784.degrees latitude (g = 980.6199 gals.).
 PH0784
 PH0784.The modeled gravity was interpolated from observed gravity values.
 PH0784
 PH0784;                    North         East    Units  Estimated Accuracy
 PH0784;SPC NY E     -   657,640.       78,700.      MT  (+/- 180 meters Scaled)
 PH0784
 PH0784                          SUPERSEDED SURVEY CONTROL
 PH0784
 PH0784  NGVD 29 (??/??/92)   93.818  (m)          307.80   (f) ADJ UNCH    2 0
 PH0784
 PH0784.Superseded values are not recommended for survey control.
 PH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0784.See file dsdata.txt to determine how the superseded data were derived.
 PH0784
 PH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ682554(NAD 83)
 PH0784_MARKER: Q = CHISELED SQUARE
 PH0784_SETTING: 80 = SET IN A BOULDER
 PH0784_SP_SET: BOULDER
 PH0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0784+STABILITY: SURFACE MOTION
 PH0784
 PH0784  HISTORY     - Date     Condition        Report By
 PH0784  HISTORY     - UNK      MONUMENTED       USLS
 PH0784  HISTORY     - 1943     GOOD             NGS
 PH0784
 PH0784                          STATION DESCRIPTION
 PH0784
 PH0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PH0784'0.7 MI SW FROM RED MILLS.
 PH0784'ABOUT 0.7 MILE SOUTHWEST ALONG RIVER ROAD FROM THE GENERAL STORE AT
 PH0784'RED MILLS, ST. LAWRENCE COUNTY, ON THE EAST SIDE OF THE MRS. MAY
 PH0784'CARSWELL PROPERTY, ABOUT 160 FEET EAST OF THE SOUTHEAST CORNER OF A
 PH0784'LARGE FRAME FARMHOUSE, 57 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 PH0784'LAWRENCE LA FLAIR HOUSE, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PH0784'14 FEET SOUTHWEST OF A FENCE LINE, AND ON THE EAST END OF A 4- BY
 PH0784'4-FOOT BOULDER ABOUT 1 FOOT HIGH.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4072 ***********************************************************************
 KU4072  DESIGNATION -  DAY 1930
 KU4072  PID         -  KU4072
 KU4072  STATE/COUNTY-  NY/WESTCHESTER
 KU4072  USGS QUAD   -  YONKERS (1979)
 KU4072
 KU4072                         *CURRENT SURVEY CONTROL
 KU4072  ___________________________________________________________________
 KU4072* NAD 83(1996)-  40 58 13.83329(N)    073 53 23.49314(W)     ADJUSTED  
 KU4072* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU4072  ___________________________________________________________________
 KU4072  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 KU4072  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KU4072
 KU4072  HORZ ORDER  -  THIRD
 KU4072
 KU4072.The horizontal coordinates were established by classical geodetic methods
 KU4072.and adjusted by the National Geodetic Survey in January 1999..
 KU4072
 KU4072.The orthometric height was scaled from a topographic map.
 KU4072
 KU4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4072
 KU4072.The geoid height was determined by GEOID03.
 KU4072
 KU4072;                    North         East     Units Scale Factor Converg.
 KU4072;SPC NY E     -   237,452.117   201,352.185   MT  0.99993245   +0 24 00.2
 KU4072;SPC NY E     -   779,040.82    660,602.96   sFT  0.99993245   +0 24 00.2
 KU4072;SPC CT       -   168,267.453   208,855.409   MT  1.00003112   -0 45 20.9
 KU4072;SPC CT       -   552,057.47    685,219.79   sFT  1.00003112   -0 45 20.9
 KU4072;SPC NY L     -    89,270.338   309,270.816   MT  0.99999710   +0 04 19.3
 KU4072;SPC NY L     -   292,881.10  1,014,666.00   sFT  0.99999710   +0 04 19.3
 KU4072;UTM  18      - 4,536,076.679   593,406.974   MT  0.99970738   +0 43 40.6
 KU4072
 KU4072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4072!SPC NY E     -   1.00000479  x   0.99993245  =   0.99993724
 KU4072!SPC CT       -   1.00000479  x   1.00003112  =   1.00003591
 KU4072!SPC NY L     -   1.00000479  x   0.99999710  =   1.00000189
 KU4072!UTM  18      -   1.00000479  x   0.99970738  =   0.99971217
 KU4072
 KU4072                          SUPERSEDED SURVEY CONTROL
 KU4072
 KU4072  NAD 83(1996)-  40 58 13.83371(N)    073 53 23.49392(W) AD(       ) 3
 KU4072  NAD 83(1992)-  40 58 13.83186(N)    073 53 23.49486(W) AD(       ) 3
 KU4072  NAD 83(1986)-  40 58 13.83487(N)    073 53 23.49253(W) AD(       ) 3
 KU4072  NAD 27      -  40 58 13.48200(N)    073 53 25.00700(W) AD(       ) 3
 KU4072
 KU4072.Superseded values are not recommended for survey control.
 KU4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4072.See file dsdata.txt to determine how the superseded data were derived.
 KU4072
 KU4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9340736077(NAD 83)
 KU4072_MARKER: DS = TRIANGULATION STATION DISK
 KU4072_SETTING: 66 = SET IN ROCK OUTCROP
 KU4072_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KU4072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4072+STABILITY: POSITION/ELEVATION WELL
 KU4072
 KU4072  HISTORY     - Date     Condition        Report By
 KU4072  HISTORY     - 1930     MONUMENTED       CGS
 KU4072
 KU4072                          STATION DESCRIPTION
 KU4072
 KU4072'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4072'ON THE E SHORE OF THE HUDSON RIVER, ABOUT 1/4 MILE S OF THE N.Y.C.
 KU4072'R.R. STATION OF GREYSTONE.  IT IS SET IN THE UPPER SURFACE OF A
 KU4072'LEDGE OF THE OUTCROPPING ROCK AT THE BASE OF THE CLIFF JUST TO THE
 KU4072'E OF THE N.Y.C. R.R. TRACKS.  THE STATION IS ABOUT 60 METERS S
 KU4072'ALONG THE TRACKS FROM THE SW CORNER OF A SQUARE THREE-STORY STONE
 KU4072'BLOCK HOUSE, AND ABOUT 60 METERS SE FROM A SMALL GREEN BOATHOUSE,
 KU4072'WHICH IS THE MOST SOUTHERLY OF A SERIES EXTENDING S FROM GREYSTONE.
 KU4072'
 KU4072'THE STATION MARK, IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 KU4072'HOLE IN OUTCROPPING BEDROCK.  BOTH REFERENCE MARKS ARE STANDARD
 KU4072'BRONZE DISKS SET IN CONCRETE.
 KU4072'
 KU4072'BOTH REFERENCE MARKS ARE SET IN THE CENTER OF THE CONCRETE BASE OF
 KU4072'TWO POWER POLES ON THE W SIDE OF THE N.Y.C. TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3408 ***********************************************************************
 KU3408  DESIGNATION -  DAYCAMP
 KU3408  PID         -  KU3408
 KU3408  STATE/COUNTY-  NY/QUEENS
 KU3408  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU3408
 KU3408                         *CURRENT SURVEY CONTROL
 KU3408  ___________________________________________________________________
 KU3408* NAD 83(1996)-  40 35 43.30693(N)    073 49 29.08767(W)     ADJUSTED  
 KU3408* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 KU3408  ___________________________________________________________________
 KU3408  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KU3408  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KU3408
 KU3408  HORZ ORDER  -  SECOND
 KU3408
 KU3408.The horizontal coordinates were established by classical geodetic methods
 KU3408.and adjusted by the National Geodetic Survey in January 1999..
 KU3408
 KU3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3408
 KU3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3408
 KU3408.The geoid height was determined by GEOID03.
 KU3408
 KU3408;                    North         East     Units Scale Factor Converg.
 KU3408;SPC NY L     -    47,619.579   314,834.844   MT  1.00000473   +0 06 52.7
 KU3408;SPC NY L     -   156,231.90  1,032,920.65   sFT  1.00000473   +0 06 52.7
 KU3408;UTM  18      - 4,494,503.811   599,443.688   MT  0.99972172   +0 45 53.3
 KU3408
 KU3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3408!SPC NY L     -   1.00000476  x   1.00000473  =   1.00000949
 KU3408!UTM  18      -   1.00000476  x   0.99972172  =   0.99972648
 KU3408
 KU3408:                Primary Azimuth Mark                     Grid Az
 KU3408:SPC NY L     -  HAMMEL HAMMEL HOUSES STACK               118 55 57.0
 KU3408:UTM  18      -  HAMMEL HAMMEL HOUSES STACK               118 16 56.4
 KU3408
 KU3408|---------------------------------------------------------------------|
 KU3408| PID    Reference Object                     Distance      Geod. Az  |
 KU3408|                                                           dddmmss.s |
 KU3408| KU3406 HAMMEL HAMMEL HOUSES STACK          APPROX. 1.4 KM 1190249.7 |
 KU3408| CB6733 DAYCAMP RM 1                          6.419 METERS 23719     |
 KU3408| CB6734 DAYCAMP RM 2                          6.988 METERS 34503     |
 KU3408|---------------------------------------------------------------------|
 KU3408
 KU3408                          SUPERSEDED SURVEY CONTROL
 KU3408
 KU3408  NAD 83(1986)-  40 35 43.30928(N)    073 49 29.08590(W) AD(       ) 2
 KU3408  NAD 27      -  40 35 42.93303(N)    073 49 30.60198(W) AD(       ) 2
 KU3408  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 KU3408
 KU3408.Superseded values are not recommended for survey control.
 KU3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3408.See file dsdata.txt to determine how the superseded data were derived.
 KU3408
 KU3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9944494504(NAD 83)
 KU3408_MARKER: DS = TRIANGULATION STATION DISK
 KU3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3408
 KU3408  HISTORY     - Date     Condition        Report By
 KU3408  HISTORY     - 1962     MONUMENTED       CGS
 KU3408  HISTORY     - 1966     GOOD             CGS
 KU3408
 KU3408                          STATION DESCRIPTION
 KU3408
 KU3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU3408'THE STATION IS LOCATED IN THE BIG EGG MARSH ABOUT 0.2 MILE
 KU3408'SOUTHWEST OF THE CROSS BAY BRIDGE TOLL PLAZA AND AT THE SOUTHWEST
 KU3408'CORNER OF THE BROAD CHANNEL DAYCAMP PLAYGROUND.
 KU3408'
 KU3408'TO REACH THE STATION FROM THE CROSS BAY BRIDGE TOLL PLAZA, GO NORTH
 KU3408'0.1 MILE TO THE BROAD CHANNEL DAYCAMP ENTRANCE ON THE LEFT,
 KU3408'TURN LEFT AND ENTER THE DAYCAMP, THEN FOLLOW FENCE AROUND TO THE
 KU3408'SOUTHWEST CORNER OF THE PLAYGROUND AND THE STATION.
 KU3408'
 KU3408'THE STATION MARK IS 12.1 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KU3408'THE PLAYGROUND, 8.7 FEET EAST OF A 3 INCH PIPE WHICH IS ABOUT 10
 KU3408'FEET HIGH, AND 7.7 FEET SOUTHWEST OF A WOVEN WIRE FENCE.  IT IS A
 KU3408'STANDARD DISK CEMENTED IN A ROUND CONCRETE MONUMENT PROJECTING
 KU3408'10 INCHES AND IS STAMPED DAYCAMP 1962.
 KU3408'
 KU3408'REFERENCE MARK NO. 1 IS 24.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KU3408'OF THE PLAYGROUND AND 14.7 FEET SOUTHWEST OF THE 3 INCH PIPE.  IT IS
 KU3408'A STANDARD DISK CEMENTED IN A ROUND CONCRETE MONUMENT PROJECTING 5
 KU3408'INCHES AND IS STAMPED DAYCAMP NO 1 1962.
 KU3408'
 KU3408'REFERENCE MARK NO. 2 IS 12.0 FEET NORTH OF THE SOUTHWEST CORNER OF
 KU3408'THE PLAYGROUND AND 2.2 FEET WEST OF A WOVEN WIRE FENCE.  IT IS A
 KU3408'STANDARD DISK CEMENTED IN A ROUND CONCRETE MONUMENT PROJECTING
 KU3408'3 INCHES AND IS STAMPED DAYCAMP NO 2 1962.
 KU3408'
 KU3408'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION
 KU3408'SEASIDE 2 WILL SERVE AS THE AZIMUTH MARK.  SEE DESCRIPTION
 KU3408'THEREOF.
 KU3408
 KU3408                          STATION RECOVERY (1966)
 KU3408
 KU3408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3408'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 KU3408'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED
 KU3408'WITH THE OBSERVATIONS MADE BY E.L. HARTLEY IN 1962.  THE 1962
 KU3408'DESCRIPTION TO THE STATION IS ADEQUATE.
 KU3408'
 KU3408'AN ADDITIONAL MEASUREMENT FROM REFERENCE MARKS 1 TO 2 WAS MADE
 KU3408'ON THIS DATE AS FOLLOWS.
 KU3408'
 KU3408'35.52 FT.
 KU3408'10.829 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4443 ***********************************************************************
 KU4443  DESIGNATION -  DAYTON RESET
 KU4443  PID         -  KU4443
 KU4443  STATE/COUNTY-  NY/SUFFOLK
 KU4443  USGS QUAD   -  MORICHES (1967)
 KU4443
 KU4443                         *CURRENT SURVEY CONTROL
 KU4443  ___________________________________________________________________
 KU4443* NAD 83(1996)-  40 50 08.05658(N)    072 50 01.13796(W)     ADJUSTED  
 KU4443* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 KU4443  ___________________________________________________________________
 KU4443  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KU4443  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU4443
 KU4443  HORZ ORDER  -  FIRST
 KU4443
 KU4443.The horizontal coordinates were established by classical geodetic methods
 KU4443.and adjusted by the National Geodetic Survey in January 1999..
 KU4443
 KU4443.The orthometric height was scaled from a topographic map.
 KU4443
 KU4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4443
 KU4443.The geoid height was determined by GEOID03.
 KU4443
 KU4443;                    North         East     Units Scale Factor Converg.
 KU4443;SPC NY L     -    74,934.352   398,371.181   MT  0.99999493   +0 45 46.4
 KU4443;SPC NY L     -   245,847.12  1,306,989.45   sFT  0.99999493   +0 45 46.4
 KU4443;UTM  18      - 4,522,762.658   682,651.816   MT  1.00001064   +1 25 01.0
 KU4443
 KU4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4443!SPC NY L     -   1.00000120  x   0.99999493  =   0.99999613
 KU4443!UTM  18      -   1.00000120  x   1.00001064  =   1.00001184
 KU4443
 KU4443|---------------------------------------------------------------------|
 KU4443| PID    Reference Object                     Distance      Geod. Az  |
 KU4443|                                                           dddmmss.s |
 KU4443| CB8370 DAYTON RM 1                          24.188 METERS 05213     |
 KU4443| CB8369 DAYTON AZ MK 2                                     1081259.3 |
 KU4443| CB8368 DAYTON AZ MK                                       1200556.1 |
 KU4443| CB8371 DAYTON RM 2                          24.013 METERS 18047     |
 KU4443| CB8372 DAYTON RM 3                          19.802 METERS 27102     |
 KU4443|---------------------------------------------------------------------|
 KU4443
 KU4443                          SUPERSEDED SURVEY CONTROL
 KU4443
 KU4443  NAD 83(1996)-  40 50 08.05808(N)    072 50 01.13847(W) AD(       ) 1
 KU4443  NAD 83(1992)-  40 50 08.05681(N)    072 50 01.13806(W) AD(       ) 1
 KU4443  NAD 83(1986)-  40 50 08.06089(N)    072 50 01.14080(W) AD(       ) 1
 KU4443  NAD 27      -  40 50 07.70819(N)    072 50 02.76848(W) AD(       ) 1
 KU4443
 KU4443.Superseded values are not recommended for survey control.
 KU4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4443.See file dsdata.txt to determine how the superseded data were derived.
 KU4443
 KU4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8265222763(NAD 83)
 KU4443_MARKER: DS = TRIANGULATION STATION DISK
 KU4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4443+STABILITY: SURFACE MOTION
 KU4443
 KU4443  HISTORY     - Date     Condition        Report By
 KU4443  HISTORY     - 1951     MONUMENTED       CGS
 KU4443  HISTORY     - 1967     GOOD             CGS
 KU4443  HISTORY     - 1978     GOOD             NGS
 KU4443  HISTORY     - 1990     GOOD             USPSQD
 KU4443
 KU4443                          STATION DESCRIPTION
 KU4443
 KU4443'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU4443'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A CULTIVATED
 KU4443'FIELD ON PROPERTY OWNED BY MR. EMIL MANZEGLIO, IT IS ABOUT 1.5
 KU4443'MILE NORTHEAST OF CENTER MORICHES AND 0.2 MILE WEST OF DAYTON
 KU4443'AVENUE.
 KU4443'
 KU4443'TO REACH FROM THE INTERSECTION OF BARNES ROAD AND STATE ROUTE
 KU4443'27 ABOUT 0.45 MILE EAST OF THE TRAFFIC LIGHT IN MASTIC, GO NORTH
 KU4443'AT SIGN READING BARNES ROAD COOKS PARK FOR 0.5 MILE TO A T ROAD
 KU4443'RIGHT AND SIGN COOKS PARK, TURN RIGHT FOR 0.25 MILE, THENCE LEFT
 KU4443'ON DAYTON AVENUE FOR 1.5 MILE TO THE MORICHES YAPHAND ROAD,
 KU4443'CONTINUE AHEAD FOR 0.5 MILE TO A SANDY ROAD LEFT, TURN LEFT
 KU4443'AND FOLLOW SANDY ROAD TO THE NORTHWEST CORNER OF FIELD AND
 KU4443'STATION AS DESCRIBED.
 KU4443'
 KU4443'STATION MARK IS STANDARD DISK SET IN CONCRETE MONUMENT, IT
 KU4443'IS 44.0 FEET SOUTH OF NORTHWEST CORNER OF FIELD, 3.0 FEET
 KU4443'SOUTHEAST OF WHITE WITNESS POST AND 1.0 FOOT EAST OF FENCE
 KU4443'LINE.  IT PROJECTS 1 INCH AND IS STAMPED DAYTON 1951.
 KU4443'
 KU4443'REFERENCE MARK 1, STANDARD DISK STAMPED DAYTON NO. 1 1951,
 KU4443'PROJECTS 4 INCHES AND IS 5.0 FEET SOUTH OF FENCE LINE.
 KU4443'
 KU4443'REFERENCE MARK 2, STANDARD DISK STAMPED DAYTON NO. 2 1951,
 KU4443'PROJECTS 4 INCHES AND IS 8.0 FEET WEST OF WEST EDGE OF CULTIVATED
 KU4443'FIELD AND FENCE LINE.
 KU4443'
 KU4443'AZIMUTH MARK IS 0.35 MILE SOUTHEAST OF THE STATION, 25.0 FEET
 KU4443'EAST OF THE CENTERLINE OF DAYTON AVENUE, 4.0 FEET SOUTH OF
 KU4443'POWERLINE POLE 62.  IT PROJECTS 4 INCHES AND IS STAMPED DAYTON
 KU4443'1951.
 KU4443'
 KU4443'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KU4443
 KU4443                          STATION RECOVERY (1967)
 KU4443
 KU4443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU4443'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 KU4443'MARK WERE RECOVERED IN CONDITION.  A DISCREPANCY OF 0.25 OF A
 KU4443'FOOT SHORTER IN THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1
 KU4443'WAS NOTED.  HOWEVER A MARK TO MARK SLOPE MEASUREMENT WAS MADE
 KU4443'TO REFERENCE MARK NO. 1 AND WAS ONLY 0.02 OF A FOOT SHORTER THAN
 KU4443'THE 1951 DATA STATED.  DUE TO SMALL TREES AND SHRUBBY A
 KU4443'HORIZONTAL MEASUREMENT WAS NOT OBTAINED AT THIS TIME TO REFERENCE
 KU4443'MARK NO. 2.  THIS PARTY ESTABLISHED REFERENCE MARK NO. 3
 KU4443'AND AZIMUTH MARK 2 AT THIS OCCUPATION.  FOLLOWING IS A NEW
 KU4443'DESCRIPTION.
 KU4443'
 KU4443'THE STATION IS LOCATED 2 MILES NORTH OF MASTIC AND AT THE
 KU4443'NORTHWEST CORNER OF A CULTIVATED FIELD ON THE PROPERTY OF
 KU4443'MR. RUDOLPH HOGNER.
 KU4443'
 KU4443'TO REACH THE STATION FROM THE POST OFFICE IN MASTIC, GO EAST
 KU4443'ON THE MONTAUK HIGHWAY (27A) FOR 0.5 MILE TO A SIDE ROAD
 KU4443'LEFT.  TURN LEFT AND GO NORTH ON BARNES ROAD FOR 0.9 MILE TO AN
 KU4443'UNDERPASS, SUNRISE HIGHWAY (27).  CONTINUE NORTH ON BARNES ROAD
 KU4443'FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON
 KU4443'MORICHES-YAPHANK ROAD FOR 0.45 MILE TO A CROSSROAD, WOODLAND
 KU4443'AVENUE.* TURN LEFT AND GO NORTH ON WOODLAND AVENUE FOR 0.35
 KU4443'MILE TO THE END OF PAVEMENT.  CONTINUE NORTH ON A GRAVELED
 KU4443'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 KU4443'
 KU4443'THE STATION MARK IS A STANDARD DISK STAMPED DAYTON 1951, SET
 KU4443'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KU4443'WITH THE GROUND.  IT IS 41 FEET SOUTH-SOUTHWEST OF THE CENTER
 KU4443'OF A TRACK ROAD, 26 FEET EAST OF THE CENTER OF WOODLAND AVENUE,
 KU4443'4.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST
 KU4443'OF A WIRE FENCE LINE.
 KU4443'
 KU4443'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DAYTON NO 1 1951,
 KU4443'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KU4443'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 10 FEET NORTH OF THE
 KU4443'CENTER OF THE TRACK ROAD AND 1 FOOT SOUTH OF A WIRE FENCE
 KU4443'LINE.  THE MARK IS APPROXIMATELY 5 FEET LOWER THAN THE STATION
 KU4443'MARK.
 KU4443'
 KU4443'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DAYTON NO 2
 KU4443'1951, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KU4443'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 17 FEET EAST OF THE
 KU4443'CENTER OF WOODLAND AVENUE AND 8 FEET WEST OF A WIRE FENCE LINE
 KU4443'AND CULTIVATED FIELD.
 KU4443'
 KU4443'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DAYTON 1951 NO
 KU4443'3 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4443'WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 40 FEET WEST OF
 KU4443'THE CENTER OF WOODLAND AVENUE AND 1.8 FEET EAST-SOUTHEAST OF
 KU4443'A METAL WITNESS POST.
 KU4443'
 KU4443'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAYTON 1951, SET
 KU4443'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KU4443'2 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF THE CENTER OF
 KU4443'DAYTON AVENUE, 7.0 FEET SOUTH OF POWER LINE POLE NO. 62 AND
 KU4443'2.3 FEET SOUTH OF A WOODEN WITNESS POST.
 KU4443'
 KU4443'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED DAYTON 1951 AZI 2
 KU4443'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4443'WHICH IS FLUSH WITH THE GROUND.  IT IS 62.6 FEET NORTH-NORTHWEST
 KU4443'OF POWER LINE POLE NO. 64, 16 FEET WEST OF THE CENTER OF DAYTON
 KU4443'AVENUE AND AT THE EAST END OF A ROW OF TREES AND THE SOUTHEAST
 KU4443'CORNER OF A CULTIVATED FIELD.
 KU4443'
 KU4443'*TO REACH THE AZIMUTH MARKS FROM THE CROSSROAD, MORICHES-YAPHANK
 KU4443'ROAD AND WOODLAND AVENUE, GO EAST ON MORICHES-YAPHANK ROAD FOR
 KU4443'0.2 MILE TO A CROSSROAD, DAYTON AVENUE.  TURN LEFT AND GO NORTH
 KU4443'ON DAYTON AVENUE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 KU4443'RIGHT.  CONTINUE NORTH FOR 0.05 MILE TO AZIMUTH MARK 2 ON THE
 KU4443'LEFT.
 KU4443'
 KU4443'HEIGHT OF LIGHT ABOVE STATION MARK 77 FEET.
 KU4443
 KU4443                          STATION RECOVERY (1978)
 KU4443
 KU4443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU4443'DISTANCES BETWEEN RMS OBSTRUCTED
 KU4443'
 KU4443'REFERENCE MARKS 1, 2 AND 3 AND AZIMUTH MARK 2 WERE RECOVERED IN
 KU4443'GOOD CONDITION.  THE STATION MARK WAS RECOVERED WITH THE DISK
 KU4443'REMOVED.  THE MARK WAS DUG UP AND THE UNDERGROUND MARK WAS
 KU4443'RECOVERED AND A NEW SURFACE MARK WAS SET OVER THIS MARK.  THE
 KU4443'1951 AZIMUTH MARK WAS NOT RECOVERED.  THERE IS A DRIVEWAY LEADING
 KU4443'TO A NEW HOUSE WHERE THE MEASUREMENTS FALL.  THE MARK WAS
 KU4443'PROBABLY DESTROYED WHEN THE DRIVEWAY WAS BUILT.  THE DIRECTIONS
 KU4443'TO THE REFERENCE MARKS CHECKED THE 1967 DATA.  THE DISTANCES
 KU4443'TO REFERENCE MARKS 2 AND 3 CHECKED BUT A SHORTER DISTANCE OF
 KU4443'0.008 METERS WAS NOTED TO REFERENCE MARK 1.  A NEW DESCRIPTION
 KU4443'FOLLOWS.
 KU4443'
 KU4443'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MASTIC, AT THE
 KU4443'NORTHWEST CORNER OF A CLEARED FIELD ON PROPERTY OWNED BY
 KU4443'MR. RUDOLPH HOGNER.
 KU4443'
 KU4443'TO REACH THE STATION FROM THE POST OFFICE IN MASTIC, GO EAST ON
 KU4443'MONTAUK HIGHWAY FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 KU4443'AND GO NORTH ON BARNES ROAD FOR 0.9 MILE TO A UNDERPASS.  CONTINUE
 KU4443'NORTH ON BARNES ROAD FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT AND GO
 KU4443'EAST ON MORICHES-YAPHANK ROAD FOR 0.45 MILE TO A CROSSROAD.  (TO
 KU4443'REACH THE AZIMUTH MARK 2 FROM THIS POINT, CONTINUE EAST ON
 KU4443'MORICHES-YAPHANK ROAD FOR 0.2 MILE TO A CROSSROAD, TURN LEFT
 KU4443'AND GO NORTH ON DAYTON AVENUE FOR 0.5 MILE TO THE MARK ON THE
 KU4443'LEFT.) TURN LEFT AND GO NORTH ON WOODLAND AVENUE FOR 0.35 MILE TO
 KU4443'THE END OF PAVEMENT.  CONTINUE NORTH ON WOODLAND AVENUE FOR 0.2
 KU4443'MILE TO THE STATION ON THE RIGHT.
 KU4443'
 KU4443'THE STATION MARK IS A STANDARD DISK STAMPED DAYTON 1951 1978,
 KU4443'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KU4443'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET EAST OF THE
 KU4443'CENTER OF WOODLAND AVENUE, 4.6 FEET NORTH-NORTHEAST OF A METAL
 KU4443'WITNESS POST AND 1-FOOT EAST OF A BARBED WIRE FENCE.
 KU4443'
 KU4443'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAYTON NO 1 1951,
 KU4443'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KU4443'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET EAST OF THE
 KU4443'CENTER OF WOODLAND AVENUE, 1-FOOT SOUTH OF A WIRE FENCE AND 5
 KU4443'FEET LOWER THAN THE STATION.
 KU4443'
 KU4443'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAYTON NO 2 1951,
 KU4443'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KU4443'WITH THE GROUND SURFACE.  IT IS 17 FEET EAST OF THE CENTER OF
 KU4443'WOODLAND AVENUE AND 8 FEET WEST OF THE WIRE FENCE.
 KU4443'
 KU4443'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAYTON 1951 NO 3
 KU4443'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4443'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET WEST OF
 KU4443'THE CENTER OF WOODLAND AVENUE AND 1.8 FEET EAST-SOUTHEAST OF A
 KU4443'METAL WITNESS POST.
 KU4443'
 KU4443'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED DAYTON 1951 AZI 2
 KU4443'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KU4443'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62.6 FEET
 KU4443'NORTH-NORTHWEST OF POWERLINE POLE NUMBER 64, 16 FEET WEST OF
 KU4443'THE CENTER OF DAYTON AVENUE AND AT THE EAST END OF A ROW OF
 KU4443'TREES AND IN THE SOUTHEAST CORNER OF A CLEARED FIELD.
 KU4443'
 KU4443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU4443'2 MILES NORTH OF MASTIC.
 KU4443
 KU4443                          STATION RECOVERY (1990)
 KU4443
 KU4443'RECOVERY NOTE BY US POWER SQUADRON 1990 (TR)
 KU4443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2126 ***********************************************************************
 PH2126  DESIGNATION -  DD SUB IBC
 PH2126  PID         -  PH2126
 PH2126  STATE/COUNTY-  NY/JEFFERSON
 PH2126  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2126
 PH2126                         *CURRENT SURVEY CONTROL
 PH2126  ___________________________________________________________________
 PH2126* NAD 83(1996)-  44 20 40.09275(N)    075 58 20.30795(W)     ADJUSTED  
 PH2126* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 PH2126  ___________________________________________________________________
 PH2126  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 PH2126  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 PH2126
 PH2126  HORZ ORDER  -  THIRD
 PH2126
 PH2126.The horizontal coordinates were established by classical geodetic methods
 PH2126.and adjusted by the National Geodetic Survey in January 1999..
 PH2126
 PH2126.The orthometric height was scaled from a topographic map.
 PH2126
 PH2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2126
 PH2126.The geoid height was determined by GEOID03.
 PH2126
 PH2126;                    North         East     Units Scale Factor Converg.
 PH2126;SPC NY C     -   482,720.782   298,720.578   MT  0.99996668   +0 25 37.6
 PH2126;SPC NY C     - 1,583,726.43    980,052.43   sFT  0.99996668   +0 25 37.6
 PH2126;UTM  18      - 4,910,593.211   422,498.429   MT  0.99967387   -0 40 46.7
 PH2126
 PH2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2126!SPC NY C     -   0.99999460  x   0.99996668  =   0.99996128
 PH2126!UTM  18      -   0.99999460  x   0.99967387  =   0.99966847
 PH2126
 PH2126:                Primary Azimuth Mark                     Grid Az
 PH2126:SPC NY C     -  ROCK IWC                                 184 11 09.8
 PH2126:UTM  18      -  ROCK IWC                                 185 17 34.1
 PH2126
 PH2126|---------------------------------------------------------------------|
 PH2126| PID    Reference Object                     Distance      Geod. Az  |
 PH2126|                                                           dddmmss.s |
 PH2126| PH2127 ROCK IWC                            APPROX. 0.7 KM 1843647.4 |
 PH2126| PH2164 QQ IWC                              451.488 METERS 1952941.3 |
 PH2126| PH2167 REF MON 69                          236.123 METERS 29604     |
 PH2126| PH2129 PP SUB IBC                          247.608 METERS 29642     |
 PH2126| PH2128 CC SUB IBC                          335.501 METERS 32408     |
 PH2126|---------------------------------------------------------------------|
 PH2126
 PH2126                          SUPERSEDED SURVEY CONTROL
 PH2126
 PH2126  NAD 83(1986)-  44 20 40.09742(N)    075 58 20.31031(W) AD(       ) 3
 PH2126  NAD 27      -  44 20 39.94400(N)    075 58 21.48000(W) AD(       ) 3
 PH2126
 PH2126.Superseded values are not recommended for survey control.
 PH2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2126.See file dsdata.txt to determine how the superseded data were derived.
 PH2126
 PH2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2249810593(NAD 83)
 PH2126_MARKER: DD = SURVEY DISK
 PH2126_SETTING: 66 = SET IN ROCK OUTCROP
 PH2126_SP_SET: SET IN ROCK OUTCROP
 PH2126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2126+STABILITY: POSITION/ELEVATION WELL
 PH2126
 PH2126  HISTORY     - Date     Condition        Report By
 PH2126  HISTORY     - 1940     MONUMENTED       IBC
 PH2126  HISTORY     - 1957     GOOD             IBC
 PH2126
 PH2126                          STATION DESCRIPTION
 PH2126
 PH2126'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1940 (JGH)
 PH2126'ABOUT ONE - HALF MILE DOWNSTREAM FROM THE INTERNATIONAL BRIDGE
 PH2126'ACROSS---THE RIFT---.  ON THE NORTH - AND - SOUTH SHORE LINE ON THE
 PH2126'WEST SIDE OF THE MOST SOUTHERN EXTENSION OF HILL ISLAND IN THE ST
 PH2126'LAWRENCE RIVER.  ABOUT 500 FEET NORTH OF WHERE THE SHORE LINE TURNS
 PH2126'ABRUPTLY FROM A WESTWARD DIRECTION TO A NORTHERN DIRECTION.  THE
 PH2126'STATION IS ON A LOW ROCK OUTCROP ON A SLIGHT POINT OF THE SHORE LINE,
 PH2126'30 FEET OUTSIDE THE TIMBER LINE, 20 FEET INSHORE, AND ABOUT 3 FEET
 PH2126'ABOVE HIGH WATER MARK.
 PH2126'
 PH2126'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PH2126'DISK STATION MARK COUNTERSUNK AND CEMENTED IN SOLID ROCK.
 PH2126
 PH2126                          STATION RECOVERY (1957)
 PH2126
 PH2126'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2126'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1808 ***********************************************************************
 NB1808  DESIGNATION -  DEAN
 NB1808  PID         -  NB1808
 NB1808  STATE/COUNTY-  NY/TIOGA
 NB1808  USGS QUAD   -  VAN ETTEN (1969)
 NB1808
 NB1808                         *CURRENT SURVEY CONTROL
 NB1808  ___________________________________________________________________
 NB1808* NAD 83(1996)-  42 09 39.64379(N)    076 30 25.34690(W)     ADJUSTED  
 NB1808* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 NB1808  ___________________________________________________________________
 NB1808  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NB1808  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NB1808
 NB1808  HORZ ORDER  -  FIRST
 NB1808
 NB1808.The horizontal coordinates were established by classical geodetic methods
 NB1808.and adjusted by the National Geodetic Survey in January 1999..
 NB1808
 NB1808.The orthometric height was scaled from a topographic map.
 NB1808
 NB1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1808
 NB1808.The geoid height was determined by GEOID03.
 NB1808
 NB1808;                    North         East     Units Scale Factor Converg.
 NB1808;SPC NY C     -   239,980.069   256,304.541   MT  0.99993799   +0 03 04.4
 NB1808;SPC NY C     -   787,334.61    840,892.48   sFT  0.99993799   +0 03 04.4
 NB1808;UTM  18      - 4,668,752.586   375,504.148   MT  0.99979071   -1 00 42.0
 NB1808
 NB1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1808!SPC NY C     -   0.99992272  x   0.99993799  =   0.99986071
 NB1808!UTM  18      -   0.99992272  x   0.99979071  =   0.99971344
 NB1808
 NB1808|---------------------------------------------------------------------|
 NB1808| PID    Reference Object                     Distance      Geod. Az  |
 NB1808|                                                           dddmmss.s |
 NB1808| CZ7711 DEAN RM 1                            19.132 METERS 04243     |
 NB1808| CZ7710 DEAN AZ MK                                         1445748.5 |
 NB1808| CZ7712 DEAN RM 2                            20.655 METERS 15001     |
 NB1808|---------------------------------------------------------------------|
 NB1808
 NB1808                          SUPERSEDED SURVEY CONTROL
 NB1808
 NB1808  NAD 83(1986)-  42 09 39.64769(N)    076 30 25.34778(W) AD(       ) 1
 NB1808  NAD 27      -  42 09 39.38000(N)    076 30 26.55700(W) AD(       ) 1
 NB1808
 NB1808.Superseded values are not recommended for survey control.
 NB1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1808.See file dsdata.txt to determine how the superseded data were derived.
 NB1808
 NB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7550468753(NAD 83)
 NB1808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1808
 NB1808  HISTORY     - Date     Condition        Report By
 NB1808  HISTORY     - 1939     MONUMENTED       CGS
 NB1808  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NB1808  HISTORY     - 1989     GOOD             LOCSUR
 NB1808
 NB1808                          STATION DESCRIPTION
 NB1808
 NB1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1808'STATION DEAN IS LOCATED IN SPENCER TOWNSHIP, ABOUT 13 MILES
 NB1808'AIR LINE WEST-NORTHWEST OF OWEGO AND ABOUT 3-1/2 MILES AIR LINE
 NB1808'SOUTH-SOUTHWEST OF SPENCER.  IT IS ON A RIDGE THAT AT ONE TIME
 NB1808'WAS CULTIVATED BUT AT PRESENT IS GROWN UP IN SMALL TREES.  THE
 NB1808'STATION IS ON THE NORTHWEST END OF THE RIDGE ABOUT 100 FEET
 NB1808'EAST OF THE TIMBER ON THE WEST AND ABOUT 200 FEET SOUTH OF THE
 NB1808'TIMBER ON THE NORTH.  IT IS ABOUT IN THE CENTER OF THE RIDGE.
 NB1808'
 NB1808'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1808'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1808'
 NB1808'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AT A POINT
 NB1808'WHERE THE RIDGE BREAKS OVER TO THE NORTH.  REFERENCE MARK NO.2
 NB1808'IS SOUTHEAST OF THE STATION ON THE CREST OF THE RIDGE.  BOTH
 NB1808'REFERENCE MARKS ARE AT THE SAME ELEVATION AS THE SURFACE MARK.
 NB1808'
 NB1808'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION ON THE SOUTHEAST
 NB1808'END OF THE RIDGE ABOUT 100 FEET WEST OF THE FENCE AND THE
 NB1808'TIMBER AND ABOUT 100 FEET FROM THE NORTH AND SOUTH EDGE OF THE
 NB1808'RIDGE.
 NB1808'
 NB1808'TO REACH THE STATION FROM THE TOWN OF SPENCER START AT THE
 NB1808'MACADAM CROSSROADS AT THE WEST SIDE OF TOWN JUST EAST OF A
 NB1808'RAILROAD CROSSING.  THE CROSSROADS IS ON STATE HIGHWAYS 34 AND
 NB1808'223 AND A COUNTY ROAD LEADING NORTH AND SOUTH.  GO SOUTH, THEN
 NB1808'WEST, THEN SOUTH AGAIN ON THE COUNTY ROAD FOR 3.6 MILES TO
 NB1808'WHERE THE MACADAM ROAD TURNS TO THE SOUTHWEST AT A SMALL ANGLE
 NB1808'AND A DIRT ROAD GOES STRAIGHT AHEAD.  GO STRAIGHT AHEAD ON THE
 NB1808'DIRT ROAD FOR 1.15 MILES TO A DESERTED HOUSE ON THE SOUTH SIDE
 NB1808'OF THE ROAD.  TURN NORTHWEST AND DRIVE TO THE TOP OF THE
 NB1808'RIDGE, ABOUT 0.3 MILE, TO THE STATION.
 NB1808'
 NB1808'A POST, PAINTED WHITE, 4 INCHES SQUARE AND 5 FEET LONG WITH
 NB1808'U.S. TRIANGULATION STAMPED ON IT WAS SET AT THE STATION.  IT
 NB1808'PROJECTS 2 FEET ABOVE THE GROUND.
 NB1808'
 NB1808'TO REACH THE AZIMUTH MARK GO 0.25 MILE TO THE SOUTHEAST END
 NB1808'OF THE RIDGE.
 NB1808'
 NB1808'STATIONS ERIN AND CHEMUNG ARE VISIBLE FROM THE GROUND.  PERRINE
 NB1808'SEES FROM 15 FEET.  MC HALE, TRAVER AND STATE FROM 37 FEET.
 NB1808'
 NB1808'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 NB1808
 NB1808                          STATION RECOVERY (1964)
 NB1808
 NB1808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLB)
 NB1808'STATION WAS RECOVERED IN GOOD CONDITION.
 NB1808'
 NB1808'THE STATION IS IN A SMALL CLEARING SURROUNDED BY HEAVY WOODS,
 NB1808'AND NOW REQUIRES A 35 FT SIGNAL TO CLEAR TO STATION ERIN.
 NB1808'
 NB1808'AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NB1808
 NB1808                          STATION RECOVERY (1989)
 NB1808
 NB1808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (ATL)
 NB1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1996 ***********************************************************************
 OE1996  DESIGNATION -  DEAN
 OE1996  PID         -  OE1996
 OE1996  STATE/COUNTY-  NY/LEWIS
 OE1996  USGS QUAD   -  NORTH OSCEOLA (1943)
 OE1996
 OE1996                         *CURRENT SURVEY CONTROL
 OE1996  ___________________________________________________________________
 OE1996* NAD 83(1996)-  43 34 13.47414(N)    075 43 51.32112(W)     ADJUSTED  
 OE1996* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 OE1996  ___________________________________________________________________
 OE1996  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 OE1996  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 OE1996
 OE1996  HORZ ORDER  -  FIRST
 OE1996
 OE1996.The horizontal coordinates were established by classical geodetic methods
 OE1996.and adjusted by the National Geodetic Survey in January 1999..
 OE1996
 OE1996.The orthometric height was scaled from a topographic map.
 OE1996
 OE1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1996
 OE1996.The geoid height was determined by GEOID03.
 OE1996
 OE1996;                    North         East     Units Scale Factor Converg.
 OE1996;SPC NY C     -   396,890.633   318,855.818   MT  0.99999580   +0 35 15.2
 OE1996;SPC NY C     - 1,302,132.02  1,046,112.80   sFT  0.99999580   +0 35 15.2
 OE1996;UTM  18      - 4,824,420.459   440,977.687   MT  0.99964285   -0 30 13.7
 OE1996
 OE1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1996!SPC NY C     -   0.99992626  x   0.99999580  =   0.99992206
 OE1996!UTM  18      -   0.99992626  x   0.99964285  =   0.99956914
 OE1996
 OE1996:                Primary Azimuth Mark                     Grid Az
 OE1996:SPC NY C     -  DEAN AZ MK                               077 41 02.0
 OE1996:UTM  18      -  DEAN AZ MK                               078 46 30.9
 OE1996
 OE1996|---------------------------------------------------------------------|
 OE1996| PID    Reference Object                     Distance      Geod. Az  |
 OE1996|                                                           dddmmss.s |
 OE1996| CZ7713 DEAN AZ MK                                         0781617.2 |
 OE1996| CZ7714 DEAN RM 1                            21.634 METERS 10144     |
 OE1996| CZ7715 DEAN RM 2                            23.158 METERS 30512     |
 OE1996|---------------------------------------------------------------------|
 OE1996
 OE1996                          SUPERSEDED SURVEY CONTROL
 OE1996
 OE1996  NAD 83(1986)-  43 34 13.47832(N)    075 43 51.31858(W) AD(       ) 1
 OE1996  NAD 27      -  43 34 13.22500(N)    075 43 52.65000(W) AD(       ) 1
 OE1996
 OE1996.Superseded values are not recommended for survey control.
 OE1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1996.See file dsdata.txt to determine how the superseded data were derived.
 OE1996
 OE1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP4097824420(NAD 83)
 OE1996_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1996
 OE1996  HISTORY     - Date     Condition        Report By
 OE1996  HISTORY     - 1942     MONUMENTED       CGS
 OE1996  HISTORY     - 1959     SEE DESCRIPTION  USGS
 OE1996  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1996
 OE1996                          STATION DESCRIPTION
 OE1996
 OE1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1996'STATION IS ABOUT 6.5 MILES NE OF REDFIELD ON A BARE HILL IN A
 OE1996'PASTURE OWNED BY MR. LEON DEAN.  IT IS ABOUT 0.15 MILE SE OF
 OE1996'THE FARMYARD, 54 FEET NW OF A LARGE STUMP AND 16.6 FEET S OF A
 OE1996'WHITE REFERENCE POST AND FENCE LINE.  IT IS STAMPED DEAN 1942
 OE1996'AND IS FLUSH WITH THE GROUND.
 OE1996'
 OE1996'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1996'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1996'
 OE1996'REFERENCE MARK NO.1 IS E BY N OF THE STATION AND 8 INCHES S OF THE
 OE1996'FENCE LINE.  IT IS STAMPED DEAN NO.1 1942 AND IS FLUSH WITH THE
 OE1996'GROUND.
 OE1996'
 OE1996'REFERENCE MARK NO.2 IS WNW OF THE STATION AND 6 INCHES S OF THE
 OE1996'FENCE LINE.  IT IS STAMPED DEAN NO.2 1942 AND IS FLUSH WITH THE
 OE1996'GROUND.
 OE1996'
 OE1996'THE AZIMUTH MARK IS ENE OF THE STATION, 21 FEET S OF THE CENTER
 OE1996'LINE OF A GRAVEL ROAD, 15 FEET NW OF THE NW CORNER OF
 OE1996'HEAVILY-WOODED LAND, 4.5 FEET SE OF A WHITE REFERENCE POST AND
 OE1996'2 FEET SE OF A FENCE CORNER.  IT IS STAMPED DEAN 1942 AND
 OE1996'PROJECTS 6 INCHES.
 OE1996'
 OE1996'TO REACH THE STATION FROM THE PERRY HOTEL IN REDFIELD, GO N
 OE1996'FOR 0.05 MILE TO A FORKS.  THEN RIGHT FORK FOR 0.9 MILE TO A
 OE1996'T-ROAD (SIGN N.OSCEOLA - TUG HILL).  TURN RIGHT FOR 4.55 MILES
 OE1996'TO A T-ROAD JUNCTION.  TURN LEFT FOR 0.2 MILE TO A T-ROAD ON
 OE1996'THE RIGHT.  TURN RIGHT FOR 0.65 MILE TO THE DRIVEWAY OF THE
 OE1996'DEAN FARMYARD.  *TURN RIGHT FOR 0.1 MILE (PASSING TO THE RIGHT
 OE1996'OF THE BARN) TO A GATE INTO THE PASTURE.  THEN THROUGH GATE,
 OE1996'TURN LEFT, AND FOLLOW FENCE LINE TO THE TOP OF THE HILL AND
 OE1996'THE STATION.
 OE1996'
 OE1996'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD FOR
 OE1996'0.5 MILE TO THE MARK ON THE RIGHT.
 OE1996'
 OE1996'A 90-FOOT SIGNAL AT RILEY IS VISIBLE ON THE GROUND.
 OE1996'
 OE1996'A 90-FOOT SIGNAL AT MAPLE IS VISIBLE AT 64 FEET.
 OE1996'
 OE1996'A 90-FOOT SIGNAL AT REDFIELD IS VISIBLE ON THE GROUND.
 OE1996'
 OE1996'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1996
 OE1996                          STATION RECOVERY (1959)
 OE1996
 OE1996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OE1996'STATION IS NOW ABOUT 900 FEET SOUTHEAST OF DRIVEWAY TO OLD LEON
 OE1996'DEAN FARM (BUILDINGS NOW GONE), 22 FEET SOUTH OF DIM FIELD ROAD
 OE1996'SOUTH OF AND GENERALLY PARALLEL TO RIDGELINE, 440 FEET
 OE1996'WEST-NORTHWEST OF GAP IN STONE FENCE, 205 FEET SOUTHEAST OF
 OE1996'CENTER OF SMALL DEPRESSION ALONG TOP OF RIDGE, AND 310 FEET
 OE1996'EAST-SOUTHEAST OF 10X10 FOOT STONE PILE.
 OE1996
 OE1996                          STATION RECOVERY (2002)
 OE1996
 OE1996'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 OE1996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2072 ***********************************************************************
 MZ2072  DESIGNATION -  DEANE HILL
 MZ2072  PID         -  MZ2072
 MZ2072  STATE/COUNTY-  NY/COLUMBIA
 MZ2072  USGS QUAD   -  STATE LINE (1975)
 MZ2072
 MZ2072                         *CURRENT SURVEY CONTROL
 MZ2072  ___________________________________________________________________
 MZ2072* NAD 83(1996)-  42 22 25.12073(N)    073 24 46.57108(W)     ADJUSTED  
 MZ2072* NAVD 88     -       508.     (meters)    1667.     (feet)  SCALED    
 MZ2072  ___________________________________________________________________
 MZ2072  LAPLACE CORR-           9.53  (seconds)                    DEFLEC99
 MZ2072  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 MZ2072
 MZ2072  HORZ ORDER  -  SECOND
 MZ2072
 MZ2072.The horizontal coordinates were established by classical geodetic methods
 MZ2072.and adjusted by the National Geodetic Survey in January 1999..
 MZ2072
 MZ2072.The orthometric height was scaled from a topographic map.
 MZ2072
 MZ2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2072
 MZ2072.The geoid height was determined by GEOID03.
 MZ2072
 MZ2072;                    North         East     Units Scale Factor Converg.
 MZ2072;SPC NY E     -   393,671.615   239,526.794   MT  0.99999858   +0 43 57.7
 MZ2072;SPC NY E     - 1,291,570.96    785,847.49   sFT  0.99999858   +0 43 57.7
 MZ2072;SPC MA M     -   904,337.827    42,460.384   MT  0.99996910   -1 17 05.9
 MZ2072;SPC MA M     - 2,966,981.69    139,305.44   sFT  0.99996910   -1 17 05.9
 MZ2072;UTM  18      - 4,692,482.752   630,666.675   MT  0.99981007   +1 04 11.2
 MZ2072
 MZ2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2072!SPC NY E     -   0.99992513  x   0.99999858  =   0.99992371
 MZ2072!SPC MA M     -   0.99992513  x   0.99996910  =   0.99989423
 MZ2072!UTM  18      -   0.99992513  x   0.99981007  =   0.99973522
 MZ2072
 MZ2072:                Primary Azimuth Mark                     Grid Az
 MZ2072:SPC NY E     -  PERRY PEAK RESET                         026 41 31.2
 MZ2072:SPC MA M     -  PERRY PEAK RESET                         028 42 34.8
 MZ2072:UTM  18      -  PERRY PEAK RESET                         026 21 17.7
 MZ2072
 MZ2072|---------------------------------------------------------------------|
 MZ2072| PID    Reference Object                     Distance      Geod. Az  |
 MZ2072|                                                           dddmmss.s |
 MZ2072| MZ2073 PERRY PEAK RESET                    APPROX. 5.9 KM 0272528.9 |
 MZ2072| DA2493 DEANE HILL RM 1                      24.911 METERS 03322     |
 MZ2072| DA2494 DEANE HILL RM 2                      17.023 METERS 15423     |
 MZ2072|---------------------------------------------------------------------|
 MZ2072
 MZ2072                          SUPERSEDED SURVEY CONTROL
 MZ2072
 MZ2072  NAD 83(1996)-  42 22 25.12073(N)    073 24 46.57108(W) AD(       ) 2
 MZ2072  NAD 83(1996)-  42 22 25.12073(N)    073 24 46.57108(W) AD(       ) 2
 MZ2072  NAD 83(1996)-  42 22 25.12104(N)    073 24 46.57088(W) AD(       ) 2
 MZ2072  NAD 83(1992)-  42 22 25.12112(N)    073 24 46.57129(W) AD(       ) 2
 MZ2072  NAD 83(1992)-  42 22 25.12112(N)    073 24 46.57130(W) AD(       ) 2
 MZ2072  NAD 83(1992)-  42 22 25.12057(N)    073 24 46.57214(W) AD(       ) 2
 MZ2072  NAD 83(1986)-  42 22 25.12072(N)    073 24 46.57304(W) AD(       ) 2
 MZ2072  NAD 27      -  42 22 24.80800(N)    073 24 48.17700(W) AD(       ) 2
 MZ2072
 MZ2072.Superseded values are not recommended for survey control.
 MZ2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2072.See file dsdata.txt to determine how the superseded data were derived.
 MZ2072
 MZ2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3066792483(NAD 83)
 MZ2072
 MZ2072  HISTORY     - Date     Condition        Report By
 MZ2072  HISTORY     - 1912     MONUMENTED       MADPW
 MZ2072  HISTORY     - 1939     SEE DESCRIPTION  MAGS
 MZ2072
 MZ2072                          STATION DESCRIPTION
 MZ2072
 MZ2072'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1939 (ECH)
 MZ2072'THE STATION IS MARKED BY A SHALLOW 3/8-INCH DRILL HOLE IN A
 MZ2072'6-INCH SQUARE MARBLE MONUMENT 4 INCHES ABOVE GROUND WITH THE LETTERS
 MZ2072'MASS AND US INCISED IN TOP.
 MZ2072'
 MZ2072'LOCATED ON THE BARE SUMMIT OF A HILL, KNOWN LOCALLY AS
 MZ2072'CUNNINGHAM HILL, IN THE EASTERN PART OF CANAAN, N.Y., ABOUT 2.3
 MZ2072'MILES WEST OF RICHMOND, MASS., 230 FEET SOUTH FROM AN EAST-WEST
 MZ2072'WIRE FENCE.  81 FEET EAST FROM A LARGE APPLE TREE AND 131 FEET
 MZ2072'NORTHEAST FROM THE END OF A LOW STONE WALL.
 MZ2072'
 MZ2072'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 41 AND ROUTE
 MZ2072'295 IN RICHMOND, MASS. GO WEST 1.7 MILES TO STATE LINE CONTINUING
 MZ2072'THENCE 0.9 MILE TO N.Y. ROUTE 22.  GO LEFT AND FOLLOW ROUTE 22
 MZ2072'0.4 MILE TO DIRT ROAD LEFT.  FOLLOW DIRT ROAD GOING LEFT AT Y
 MZ2072'AT 0.05 MILE AND AGAIN AT 0.35 MILE TO FARM ROAD LEFT ABOUT 50
 MZ2072'YARDS BEYOND HOUSE AT 1.0 MILE, THENCE THROUGH FIELD 0.4 MILE TO
 MZ2072'FENCE NEAR SUMMIT, THEN WALK 150 YARDS EAST TO STATION.
 MZ2072'
 MZ2072'REFERENCE MARKS--TWO MASS. DEPT. OF PUBLIC WORKS REFERENCE-MARK
 MZ2072'DISKS STAMPED AND SET AS FOLLOWS--
 MZ2072'
 MZ2072'DEANE HILL 1912-1939 N.Y. NO 1 - IN A 5 FOOT X 5 FOOT BOULDER 16
 MZ2072'INCHES ABOVE THE GROUND.
 MZ2072'
 MZ2072'DEANE HILL 1912-1939 N.Y. NO 2 - IN A 4 FOOT X 4-FOOT BOULDER 8
 MZ2072'INCHES ABOVE THE GROUND.
 MZ2072'
 MZ2072'VIEW--CLEAR IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1893 ***********************************************************************
 OE1893  DESIGNATION -  DEANS
 OE1893  PID         -  OE1893
 OE1893  STATE/COUNTY-  NY/ONEIDA
 OE1893  USGS QUAD   -  CLINTON (1955)
 OE1893
 OE1893                         *CURRENT SURVEY CONTROL
 OE1893  ___________________________________________________________________
 OE1893* NAD 83(1996)-  43 00 09.99326(N)    075 27 45.71269(W)     ADJUSTED  
 OE1893* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 OE1893  ___________________________________________________________________
 OE1893  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OE1893  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 OE1893
 OE1893  HORZ ORDER  -  SECOND
 OE1893
 OE1893.The horizontal coordinates were established by classical geodetic methods
 OE1893.and adjusted by the National Geodetic Survey in January 1999..
 OE1893
 OE1893.The orthometric height was scaled from a topographic map.
 OE1893
 OE1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1893
 OE1893.The geoid height was determined by GEOID03.
 OE1893
 OE1893;                    North         East     Units Scale Factor Converg.
 OE1893;SPC NY C     -   334,087.848   341,368.284   MT  1.00004016   +0 45 51.7
 OE1893;SPC NY C     - 1,096,086.55  1,119,972.45   sFT  1.00004016   +0 45 51.7
 OE1893;UTM  18      - 4,761,226.913   462,287.920   MT  0.99961750   -0 18 56.1
 OE1893
 OE1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1893!SPC NY C     -   0.99993953  x   1.00004016  =   0.99997969
 OE1893!UTM  18      -   0.99993953  x   0.99961750  =   0.99955706
 OE1893
 OE1893|---------------------------------------------------------------------|
 OE1893| PID    Reference Object                     Distance      Geod. Az  |
 OE1893|                                                           dddmmss.s |
 OE1893| OE1892 TT 3 HO                             139.562 METERS 02402     |
 OE1893| AI7944 DEANS AZ MK                                        0670320.7 |
 OE1893| AI7942 DEANS RM 1                           31.639 METERS 27840     |
 OE1893| AI7943 DEANS RM 2                           33.622 METERS 33911     |
 OE1893|---------------------------------------------------------------------|
 OE1893
 OE1893                          SUPERSEDED SURVEY CONTROL
 OE1893
 OE1893  NAD 83(1986)-  43 00 09.99760(N)    075 27 45.71155(W) AD(       ) 2
 OE1893  NAD 27      -  43 00 09.74700(N)    075 27 47.08600(W) AD(       ) 2
 OE1893
 OE1893.Superseded values are not recommended for survey control.
 OE1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1893.See file dsdata.txt to determine how the superseded data were derived.
 OE1893
 OE1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN6228861227(NAD 83)
 OE1893_MARKER: DS = TRIANGULATION STATION DISK
 OE1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1893_STAMPING: DEANS 1942
 OE1893_MARK LOGO: CGS   
 OE1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1893
 OE1893  HISTORY     - Date     Condition        Report By
 OE1893  HISTORY     - 1942     MONUMENTED       CGS
 OE1893  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1893  HISTORY     - 19821021 GOOD             NGS
 OE1893  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OE1893
 OE1893                          STATION DESCRIPTION
 OE1893
 OE1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1893'STATION IS LOCATED ABOUT 4 MILES SE OF VERNON CENTER AND ABOUT 2
 OE1893'MILES SW OF CLINTON ON TOP OF A BARE RIDGE ON PASTURE LAND OWNED
 OE1893'BY MR. W.F. EGAN.  STATION IS 21 PACES W OF TWO 10-INCH APPLE
 OE1893'TREES.  MARK IS STAMPED DEANS 1942 AND PROJECTS ABOUT 3 INCHES.
 OE1893'
 OE1893'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 OE1893'CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1893'
 OE1893'REFERENCE MARK NO.1 IS 20 PACES SW OF A 2-INCH SCRUB APPLE
 OE1893'TREE.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN A 2- BY 4-FOOT
 OE1893'BOULDER.  MARK IS STAMPED DEANS NO.1 1942.
 OE1893'
 OE1893'REFERENCE MARK NO.2 IS 3 PACES S OF A SCRUB APPLE TREE.  IT
 OE1893'IS A BRONZE DISK SET IN A DRILL HOLE IN A 2.5- BY 2-FOOT
 OE1893'BOULDER.  MARK IS STAMPED DEANS NO.2 1942.
 OE1893'
 OE1893'AZIMUTH MARK IS 2 FEET N OF POLE NYSEG 7578 1252 OVER 8, 9 FEET S
 OE1893'OF THE SE CORNER OF A SMALL RED BARN, AND ABOUT 25 YARDS W OF
 OE1893'CROSS ROAD.  MARK IS STAMPED DEANS 1942 AND PROJECTS ABOUT 4
 OE1893'INCHES.
 OE1893'
 OE1893'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES 12B AND
 OE1893'233, WHICH IS ABOUT 0.5 MILE W OF FRANKLIN SPRING, GO S ON ROUTE
 OE1893'12B FOR 2.4 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT
 OE1893'AND 1.7 MILES TO CROSSROADS AND AZIMUTH MARK ON THE RIGHT,
 OE1893'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO SCHOOLHOUSE AT A TURN IN
 OE1893'THE ROAD, CONTINUE STRAIGHT AHEAD FOR 60 YARDS ON A CATTLE
 OE1893'TRAIL, TURN LEFT THROUGH A GATE AND GO STRAIGHT AHEAD FOR ABOUT
 OE1893'150 YARDS TO THE HIGHEST PART OF THE HILL AND THE STATION.
 OE1893'
 OE1893'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OE1893
 OE1893                          STATION RECOVERY (1974)
 OE1893
 OE1893'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1893'ALL MARKS FOUND IN GOOD CONDITION EXCEPT RM 1, WHICH HAS BEEN
 OE1893'DESTROYED.  DISTANCE TO RM 2 WAS NOT CHECKED.  STATION IS IN OPEN
 OE1893'PASTURE.  DISTANT POINTS ARE VISIBLE TO SOUTH AND SOUTHWEST, AND
 OE1893'ALSO FROM EAST TO SOUTHEAST, TREES BLOCK VIEW TO DISTANCE
 OE1893'ELSEWHERE.
 OE1893'
 OE1893'STATION MARK IS A STANDARD DISK STAMPED DEANS 1942, SET IN A
 OE1893'12-INCH SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES.
 OE1893'
 OE1893'REFERENCE MARK NUMBER TWO IS A STANDARD DISK CEMENTED IN A DRILL
 OE1893'HOLE IN A 2 X 2 FOOT, FLAT ROCK, AND PROJECTS 2 INCHES.
 OE1893'
 OE1893'AZIMUTH MARK IS A STANDARD DISK STAMPED DEANS 1942, SET IN A 12
 OE1893'INCH SQUARE, CONCRETE MONUMENT PROJECTING 2 INCHES.
 OE1893'
 OE1893'TO REACH STATION FROM THE POST OFFICE IN FRANKLIN SPRINGS, GO SW ON
 OE1893'NEW YORK RTE. 12B FOR 3.15 MILES.  TAKE T-ROAD RIGHT, BOGUS HILL
 OE1893'ROAD, AND GO WEST 1.7 MILES TO SKYLINE DRIVE CROSSROAD, AND AZIMUTH
 OE1893'MARK.  CONTINUE WEST FOR 0.2 MILE TO FORK AT OLD SCHOOL AND USGS
 OE1893'BM TT3 HO.  TAKE LEFT FORK FOR 50 YARDS, THEN GO LEFT, SOUTH ON
 OE1893'TRAIL FOR 150 YARDS TO STATION ON RISE.
 OE1893
 OE1893                          STATION RECOVERY (1982)
 OE1893
 OE1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OE1893'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 OE1893'IN GOOD CONDITION.  REFERENCE MARK 1 WAS PROBABLY DESTROYED WHEN THE
 OE1893'HILL WAS CLEARED FOR CULTIVATION.  TT 3 HO USGS WAS ALSO RECOVERED IN
 OE1893'GOOD CONDITION BUT IS OBSTRUCTED AT THIS TIME BY HEAVY BRUSH.  THE
 OE1893'DIRECTION TO REFERENCE MARK 2 CHECKED BUT A SHORTER DISTANCE OF 0.39
 OE1893'FOOT (11.89 CM) WAS NOTED TO THE MARK.  THE MARKS DONT APPEAR TO HAVE
 OE1893'MOVED.  THE DIFFERENCE MAY HAVE BEEN CAUSED BY THE DIFFERENCE IN
 OE1893'ELEVATION OF THE MARKS.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 OE1893'TIME.  A NEW DESCRIPTION FOLLOWS.
 OE1893'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTHWEST OF FRANKLIN
 OE1893'SPRINGS, ON A HIGH HILL AND AT THE NORTHEAST CORNER OF A CULTIVATED
 OE1893'FIELD.  OWNERSHIP--STEPHEN ZOMBEK, BOUGUSVILLE HILL ROAD, DEANSBORO,
 OE1893'NEW YORK, 13328. TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN
 OE1893'SPRINGS, GO SOUTHWEST ON STATE HIGHWAY 12B FOR 5.1 KM (3.15 MI) TO A
 OE1893'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON BOUGUSVILLE HILL ROAD FOR
 OE1893'2.7 KM (1.65 MI) TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 OE1893'ANGLE OF THE INTERSECTION.  CONTINUE WEST ON THE PAVED ROAD FOR 0.3 KM
 OE1893'(0.20 MI) TO A FORK AND TT 3 HO USGS ON THE LEFT.  TAKE THE LEFT FORK
 OE1893'AND GO WEST ON A TRACK ROAD FOR 50 YARDS TO A OPENING IN A FENCELINE.
 OE1893'GO SOUTH UPHILL ON A TRACK ROAD FOR 150 YARDS TO THE TOP OF THE HILL
 OE1893'AND THE STATION.
 OE1893'THE STATION IS A STANDARD CGS DISK STAMPED--DEANS 1942--, SET INTO THE
 OE1893'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 OE1893'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 29.9 METERS
 OE1893'(98.1 FT) WEST-NORTHWEST FROM A GROUP OF TALL TREES IN THE OLD
 OE1893'NORTH-SOUTH FENCELINE.  18.9 METERS (62.0 FT) SOUTHEAST FROM A 8-INCH
 OE1893'TREE AT THE NORTH EDGE OF CULTIVATED FIELD.  0.3 METER (1.0 FT) EAST
 OE1893'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DEANS NO 2 1942--,
 OE1893'SET INTO ROCK OUTCROP, 4.0 FEET, (1.2 M) LARGEST DIMENSION. LOCATED
 OE1893'17.1 METERS (56.1 FT) WEST FROM A GROUP OF TALL TREES IN THE BRUSHY
 OE1893'AREA BETWEEN THE CULTIVATED FIELD AND A HAY FIELD.  16.8 METERS (55.1
 OE1893'FT) NORTH-NORTHEAST FROM THE 8-INCH TREE AT THE NORTH EDGE OF
 OE1893'CULTIVATED FIELD AND 1.2 METER (3.9 FT) LOWER THAN THE STATION.
 OE1893'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DEANS 1942 NO 3
 OE1893'1982--, SET INTO ROCK OUTCROP 3.0 FEET, (0.9 METERS) LARGEST
 OE1893'DIMENSION.  LOCATED 24.7 METERS (81.0 FT) NORTH-NORTHEAST FROM THE
 OE1893'GROUP OF TREES IN THE OLD FENCELINE.  1.8 METER (5.9 FT) EAST FROM THE
 OE1893'CENTER OF THE TRACK ROAD AND 0.8 METER (2.6 FT) LOWER THAN THE
 OE1893'STATION.
 OE1893'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--DEANS 1942--, SET IN
 OE1893'THE TOP OF A 30 CM (12-INCH) SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 OE1893'CM (2 INCHES) . IT IS 32.9 METERS (107.9 FT) WEST OF THE CENTER OF
 OE1893'SKYLINE DRIVE, 4.9 METERS (16.1 FT) NORTH OF THE CENTER OF THE
 OE1893'EAST-WEST ROAD AND 0.6 METER (2.0 FT) NORTH OF POWERLINE POLE NUMBER
 OE1893'1252 OVER 8.  NOTE-THE MONUMENT IS BADLY CHIPPED ON THE EAST SIDE.
 OE1893'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN SPRINGS, GO
 OE1893'SOUTHWEST ON STATE HIGHWAY 12B FOR 5.1 KM (3.15 MI) TO A SIDE ROAD
 OE1893'RIGHT.  TURN RIGHT AND GO WEST ON BOUGUSVILLE HILL ROAD FOR 2.7 KM
 OE1893'(1.65 MI) TO A CROSSROAD AND THE MARK.
 OE1893
 OE1893                          STATION RECOVERY (1989)
 OE1893
 OE1893'RECOVERY NOTE BY US POWER SQUADRON 1989 (DFP)
 OE1893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0234 ***********************************************************************
 PJ0234  DESIGNATION -  DEATH IWC
 PJ0234  PID         -  PJ0234
 PJ0234  STATE/COUNTY-  NY/JEFFERSON
 PJ0234  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0234
 PJ0234                         *CURRENT SURVEY CONTROL
 PJ0234  ___________________________________________________________________
 PJ0234* NAD 83(1996)-  44 17 46.29094(N)    076 07 09.88328(W)     ADJUSTED  
 PJ0234* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PJ0234  ___________________________________________________________________
 PJ0234  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PJ0234  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 PJ0234
 PJ0234  HORZ ORDER  -  THIRD
 PJ0234
 PJ0234.The horizontal coordinates were established by classical geodetic methods
 PJ0234.and adjusted by the National Geodetic Survey in January 1999..
 PJ0234
 PJ0234.The orthometric height was scaled from a topographic map.
 PJ0234
 PJ0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0234
 PJ0234.The geoid height was determined by GEOID03.
 PJ0234
 PJ0234;                    North         East     Units Scale Factor Converg.
 PJ0234;SPC NY C     -   477,279.593   287,021.450   MT  0.99995435   +0 19 26.4
 PJ0234;SPC NY C     - 1,565,874.80    941,669.54   sFT  0.99995435   +0 19 26.4
 PJ0234;UTM  18      - 4,905,380.342   410,699.670   MT  0.99969807   -0 46 54.5
 PJ0234
 PJ0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0234!SPC NY C     -   0.99999339  x   0.99995435  =   0.99994774
 PJ0234!UTM  18      -   0.99999339  x   0.99969807  =   0.99969146
 PJ0234
 PJ0234:                Primary Azimuth Mark                     Grid Az
 PJ0234:SPC NY C     -  REF MON 77                               060 49 24.0
 PJ0234:UTM  18      -  REF MON 77                               061 55 44.9
 PJ0234
 PJ0234|---------------------------------------------------------------------|
 PJ0234| PID    Reference Object                     Distance      Geod. Az  |
 PJ0234|                                                           dddmmss.s |
 PJ0234| PJ0228 REF MON 77                          APPROX. 0.6 KM 0610850.4 |
 PJ0234| PJ0232 REF MON 78                          420.522 METERS 1473405.4 |
 PJ0234| PJ0235 DOCK IWC                            APPROX. 0.5 KM 1830126.4 |
 PJ0234|---------------------------------------------------------------------|
 PJ0234
 PJ0234                          SUPERSEDED SURVEY CONTROL
 PJ0234
 PJ0234  NAD 83(1986)-  44 17 46.29613(N)    076 07 09.87388(W) AD(       ) 3
 PJ0234  NAD 27      -  44 17 46.15300(N)    076 07 11.08800(W) AD(       ) 3
 PJ0234
 PJ0234.Superseded values are not recommended for survey control.
 PJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0234.See file dsdata.txt to determine how the superseded data were derived.
 PJ0234
 PJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1070005380(NAD 83)
 PJ0234_MARKER: DD = SURVEY DISK
 PJ0234_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0234_SP_SET: SET IN ROCK OUTCROP
 PJ0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0234+STABILITY: POSITION/ELEVATION WELL
 PJ0234
 PJ0234  HISTORY     - Date     Condition        Report By
 PJ0234  HISTORY     - 1911     MONUMENTED       IBWC
 PJ0234  HISTORY     - 1957     GOOD             IBC
 PJ0234
 PJ0234                          STATION DESCRIPTION
 PJ0234
 PJ0234'DESCRIBED BY INT BDRY WTR COMM 1911
 PJ0234'ABOUT 3 MILES SOUTHEAST OF GANANOQUE, ONTARIO, ON DEATHDEALER ISLAND
 PJ0234'IN THE ST LAWRENCE RIVER.  THE STATION IS ON A ROCK OUTCROP ON THE
 PJ0234'SOUTHERN END OF THE ISLAND.  ABOUT 100 FEET WESTERLY FROM A LOW BARE
 PJ0234'ROCK POINT ABOUT 40 FEET WIDE.  ABOUT 5 FEET FROM THE SHORE LINE.  AND
 PJ0234'ABOUT 4 FEET ABOVE THE WATER IN THE RIVER.
 PJ0234'
 PJ0234'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0234'DISK STATION MARK SET WITH CEMENT IN A DRILL HOLE IN THE ROCK.
 PJ0234
 PJ0234                          STATION RECOVERY (1957)
 PJ0234
 PJ0234'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0234'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1578 ***********************************************************************
 PH1578  DESIGNATION -  DEBAR
 PH1578  PID         -  PH1578
 PH1578  STATE/COUNTY-  NY/FRANKLIN
 PH1578  USGS QUAD   -  DEBAR MOUNTAIN (1980)
 PH1578
 PH1578                         *CURRENT SURVEY CONTROL
 PH1578  ___________________________________________________________________
 PH1578* NAD 83(1996)-  44 36 12.30539(N)    074 13 13.60792(W)     ADJUSTED  
 PH1578* NAVD 88     -      1009.     (meters)    3310.     (feet)  SCALED    
 PH1578  ___________________________________________________________________
 PH1578  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 PH1578  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PH1578
 PH1578  HORZ ORDER  -  SECOND
 PH1578
 PH1578.The horizontal coordinates were established by classical geodetic methods
 PH1578.and adjusted by the National Geodetic Survey in January 1999..
 PH1578
 PH1578.The orthometric height was scaled from a topographic map.
 PH1578
 PH1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1578
 PH1578.The geoid height was determined by GEOID03.
 PH1578
 PH1578;                    North         East     Units Scale Factor Converg.
 PH1578;SPC NY E     -   640,845.328   172,191.201   MT  0.99990605   +0 11 46.7
 PH1578;SPC NY E     - 2,102,506.71    564,930.63   sFT  0.99990605   +0 11 46.7
 PH1578;UTM  18      - 4,939,192.248   561,863.117   MT  0.99964706   +0 32 50.7
 PH1578
 PH1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1578!SPC NY E     -   0.99984632  x   0.99990605  =   0.99975239
 PH1578!UTM  18      -   0.99984632  x   0.99964706  =   0.99949344
 PH1578
 PH1578|---------------------------------------------------------------------|
 PH1578| PID    Reference Object                     Distance      Geod. Az  |
 PH1578|                                                           dddmmss.s |
 PH1578| CZ7716 DEBAR RM 1                            8.150 METERS 04908     |
 PH1578| PH1584 RICE                                APPROX.14.3 KM 2250854.5 |
 PH1578| PH1579 DEBAR USGS 1963                       5.474 METERS 31423     |
 PH1578| PH1577 DEBAR MT LOOKOUT TOWER                6.862 METERS 32317     |
 PH1578|---------------------------------------------------------------------|
 PH1578
 PH1578                          SUPERSEDED SURVEY CONTROL
 PH1578
 PH1578  NAD 83(1986)-  44 36 12.31339(N)    074 13 13.61060(W) AD(       ) 2
 PH1578  NAD 27      -  44 36 12.12100(N)    074 13 15.05735(W) AD(       ) 2
 PH1578
 PH1578.Superseded values are not recommended for survey control.
 PH1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1578.See file dsdata.txt to determine how the superseded data were derived.
 PH1578
 PH1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ6186339192(NAD 83)
 PH1578_MARKER: DS = TRIANGULATION STATION DISK
 PH1578_SETTING: 66 = SET IN ROCK OUTCROP
 PH1578
 PH1578  HISTORY     - Date     Condition        Report By
 PH1578  HISTORY     - 1963     MONUMENTED       CGS
 PH1578
 PH1578                          STATION DESCRIPTION
 PH1578
 PH1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1578'THE STATION IS ABOUT 5 MILES SOUTHEAST OF DUANE, 3-1/2 MILES
 PH1578'NORTHEAST OF THE NORTH END OF LAKE MEACHAM AND ON HIGHEAST POINT OF
 PH1578'DEBAR MOUNTAIN.  IT IS 16 FEET SOUTH SOUTHEAST OF THE SOUTHEAST
 PH1578'LEG OF THE FIRE TOWER, 27 FEET WEST OF THE EAST EDGE OF ROCK
 PH1578'OUTCROP AND 16 FEET NORTH OF THE SOUTH EDGE OF THE ROCK OUTCROP.
 PH1578'THE LAND IS OWNED BY THE STATE FOREST SERVICE.  THE DISK IS
 PH1578'CEMENTED IN A DRILLED HOLE IN THE ROCK OUTCROP AND IS STAMPED
 PH1578'DEBAR 1963.
 PH1578'
 PH1578'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 30 AND 99
 PH1578'ABOUT 13 MILES SOUTH OF MALONE, GO SOUTH ON STATE HIGHWAY 30 FOR
 PH1578'5.55 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED
 PH1578'ROAD 0.6 MILE TO A FORK.  TURN LEFT ON LEFT FORK AND GO 0.35
 PH1578'MILE TO ENTRANCE TO A PARK.  CONTINUE AHEAD ON MAIN ROAD FOR 0.15
 PH1578'MILES TO A ROAD LEFT AT SIGN SPEED LIMIT 15 M.P.H.  TURN LEFT
 PH1578'AND GO NORTH AND NORTHWEST FOR 0.1 MILE TO A FORK.  KEEP RIGHT
 PH1578'FORK AND GO NORTHERLY FOR 0.45 MILE ON SAND ROAD TO A
 PH1578'LOCKED PIPE ACROSS ROAD.  CONTINUE AHEAD NORTHERLY FOR 0.6 MILE
 PH1578'TO A FORK.  KEEP RIGHT FORK AND GO 0.2 MILE TO A FORK.
 PH1578'CONTINUE AHEAD ON MAIN ROAD FOR 4.3 MILES TO OBSERVERS CABIN.
 PH1578'FROM THIS POINT PACK UP TRAIL TO TOP OF MOUNTAIN AND STATION.
 PH1578'
 PH1578'REFERENCE MARK 1 IS 26 FEET EAST OF THE SOUTHEAST LEG OF THE FIRE
 PH1578'TOWER, 7 FEET WEST OF THE EAST EDGE OF THE ROCK OUTCROP AND
 PH1578'30 FEET NORTH OF THE SOUTH EDGE OF THE ROCK OUTCROP.  THE DISK IS
 PH1578'CEMENTED IN A DRILLED HOLE IN THE ROCK OUTCROP.  IT IS FLUSH
 PH1578'AND STAMPED DEBAR NO 1 1963.
 PH1578'
 PH1578'DEBAR (USGS) IS A STANDARD USGS STATION MARK DISK CEMENTED IN A
 PH1578'DRILLED HOLE IN A LARGE ROCK OUTCROP.  IT IS 7 FEET WEST OF THE
 PH1578'SOUTHEAST LEG OF THE FIRE TOWER AND 32 FEET NORTH OF THE SOUTH
 PH1578'EDGE OF THE ROCK OUTCROP.  THE DISK IS FLUSH AND IT IS STAMPED
 PH1578'NEW YORK 3305.
 PH1578'
 PH1578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1577 ***********************************************************************
 PH1577  DESIGNATION -  DEBAR MT LOOKOUT TOWER
 PH1577  PID         -  PH1577
 PH1577  STATE/COUNTY-  NY/FRANKLIN
 PH1577  USGS QUAD   -  DEBAR MOUNTAIN (1980)
 PH1577
 PH1577                         *CURRENT SURVEY CONTROL
 PH1577  ___________________________________________________________________
 PH1577* NAD 83(1996)-  44 36 12.48359(N)    074 13 13.79394(W)     ADJUSTED  
 PH1577* NAVD 88     -                                                        
 PH1577  ___________________________________________________________________
 PH1577  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 PH1577  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PH1577
 PH1577  HORZ ORDER  -  THIRD
 PH1577
 PH1577.The horizontal coordinates were established by classical geodetic methods
 PH1577.and adjusted by the National Geodetic Survey in January 1999..
 PH1577
 PH1577
 PH1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1577
 PH1577.The geoid height was determined by GEOID03.
 PH1577
 PH1577;                    North         East     Units Scale Factor Converg.
 PH1577;SPC NY E     -   640,850.814   172,187.080   MT  0.99990605   +0 11 46.6
 PH1577;SPC NY E     - 2,102,524.71    564,917.11   sFT  0.99990605   +0 11 46.6
 PH1577;UTM  18      - 4,939,197.707   561,858.964   MT  0.99964706   +0 32 50.6
 PH1577
 PH1577                          SUPERSEDED SURVEY CONTROL
 PH1577
 PH1577  NAD 83(1986)-  44 36 12.49210(N)    074 13 13.79533(W) AD(       ) 4
 PH1577  NAD 27      -  44 36 12.29903(N)    074 13 15.24322(W) AD(       ) 3
 PH1577
 PH1577.Superseded values are not recommended for survey control.
 PH1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1577.See file dsdata.txt to determine how the superseded data were derived.
 PH1577
 PH1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ6185939198(NAD 83)
 PH1577_MARKER: 57 = LOOKOUT TOWER
 PH1577
 PH1577  HISTORY     - Date     Condition        Report By
 PH1577  HISTORY     - 1942     FIRST OBSERVED   CGS
 PH1577  HISTORY     - 1963     GOOD             CGS
 PH1577
 PH1577                          STATION DESCRIPTION
 PH1577
 PH1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH1577'THIS INTERSECTION STATION IS LOCATED ABOUT 7 MILES NNE OF THE
 PH1577'VILLAGE OF MC COLLOMS, ABOUT 9 MILES NW OF THE HAMLET OF LOON LAKE.
 PH1577'
 PH1577'IT IS OF STANDARD TYPE FOUR-LEG STEEL TRUSSWORK CONSTRUCTION.  THE
 PH1577'POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF.
 PH1577'
 PH1577'THE STATION WAS NOT VISITED.
 PH1577
 PH1577                          STATION RECOVERY (1963)
 PH1577
 PH1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1577'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 PH1577'
 PH1577'TRIANGULATION STATION DEBAR 1963 WAS ESTABLISHED AT THIS TIME AND
 PH1577'A TRAVERSE CONNECTION WAS MADE.  THE DISTANCE BEING 22.49 FEET
 PH1577'AND 6.855 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1579 ***********************************************************************
 PH1579  DESIGNATION -  DEBAR USGS 1963
 PH1579  PID         -  PH1579
 PH1579  STATE/COUNTY-  NY/FRANKLIN
 PH1579  USGS QUAD   -  DEBAR MOUNTAIN (1980)
 PH1579
 PH1579                         *CURRENT SURVEY CONTROL
 PH1579  ___________________________________________________________________
 PH1579* NAD 83(1996)-  44 36 12.42945(N)    074 13 13.78530(W)     ADJUSTED  
 PH1579* NAVD 88     -      1009.     (meters)    3310.     (feet)  SCALED    
 PH1579  ___________________________________________________________________
 PH1579  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 PH1579  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PH1579
 PH1579  HORZ ORDER  -  SECOND
 PH1579
 PH1579.The horizontal coordinates were established by classical geodetic methods
 PH1579.and adjusted by the National Geodetic Survey in January 1999..
 PH1579
 PH1579.The orthometric height was scaled from a topographic map.
 PH1579
 PH1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1579
 PH1579.The geoid height was determined by GEOID03.
 PH1579
 PH1579;                    North         East     Units Scale Factor Converg.
 PH1579;SPC NY E     -   640,849.144   172,187.276   MT  0.99990605   +0 11 46.6
 PH1579;SPC NY E     - 2,102,519.23    564,917.75   sFT  0.99990605   +0 11 46.6
 PH1579;UTM  18      - 4,939,196.038   561,859.170   MT  0.99964706   +0 32 50.6
 PH1579
 PH1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1579!SPC NY E     -   0.99984632  x   0.99990605  =   0.99975239
 PH1579!UTM  18      -   0.99984632  x   0.99964706  =   0.99949344
 PH1579
 PH1579                          SUPERSEDED SURVEY CONTROL
 PH1579
 PH1579  NAD 83(1986)-  44 36 12.43745(N)    074 13 13.78798(W) AD(       ) 2
 PH1579  NAD 27      -  44 36 12.24505(N)    074 13 15.23473(W) AD(       ) 2
 PH1579
 PH1579.Superseded values are not recommended for survey control.
 PH1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1579.See file dsdata.txt to determine how the superseded data were derived.
 PH1579
 PH1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ6185939196(NAD 83)
 PH1579_MARKER: DD = SURVEY DISK
 PH1579_SETTING: 66 = SET IN ROCK OUTCROP
 PH1579_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PH1579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1579+STABILITY: POSITION/ELEVATION WELL
 PH1579
 PH1579  HISTORY     - Date     Condition        Report By
 PH1579  HISTORY     - 1963     MONUMENTED       USGS
 PH1579
 PH1579                          STATION DESCRIPTION
 PH1579
 PH1579'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 PH1579'THE STATION IS LOCATED AT THE TOP OF DEBAR MOUNTAIN, ABOUT 5
 PH1579'MILES SOUTHEAST OF DUANE, 3-1/2 MILES NORTHEAST OF THE NORTH END OF
 PH1579'MEACHAM LAKE AND NEAR THE DEBAR MOUNTAIN LOOKOUT TOWER.  IT IS
 PH1579'A STANDARD USGS STATION MARK DISK CEMENTED IN A DRILLED HOLE IN
 PH1579'THE LARGE ROCK OUTCROP.  IT IS 7 FEET WEST OF THE SOUTHEAST LEG OF
 PH1579'THE TOWER AND 32 FEET NORTH OF THE SOUTH EDGE OF THE ROCK
 PH1579'OUTCROP.  THE DISK IS FLUSH AND IT IS STAMPED NEW YORK 3305.
 PH1579'
 PH1579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 99
 PH1579'ABOUT 13 MILES SOUTH OF MALONE, GO SOUTH ON HIGHWAY 30 FOR 5.55
 PH1579'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD
 PH1579'FOR 0.6 MILE TO A FORK.  KEEP LEFT FORK AND GO 0.35 MILE TO THE
 PH1579'ENTRANCE TO A PARK.  CONTINUE AHEAD ON MAIN ROAD FOR 0.15 MILE
 PH1579'TO A ROAD LEFT AT A SIGN SPEED LIMIT 15 M.P.H.  TURN LEFT AND GO
 PH1579'NORTH AND NORTHWEST FOR 0.1 MILE TO A FORK.  TURN RIGHT AND GO
 PH1579'NORTHERLY FOR 0.45 MILE TO A GATE WITH LOCKED PIPE ACROSS.
 PH1579'PASS THROUGH GATE AND CONTINUE AHEAD NORTHERLY FOR 0.6 MILE TO
 PH1579'A FORK.  KEEP RIGHT FORK AND GO 0.2 MILE TO A FORK.  CONTINUE
 PH1579'AHEAD TO THE LEFT ON MAIN ROAD FOR 4.3 MILES TO AN OBSERVER
 PH1579'CABIN.  FROM THIS POINT PACK UP HILL ON A MARKED TRAIL TO THE
 PH1579'TOP OF THE MOUNTAIN AND STATION.
 PH1579'
 PH1579'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PH1579'DEBAR 1963, THE DISTANCE BEING 17.96 FEET, 5.4745 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2114 ***********************************************************************
 NA2114  DESIGNATION -  DECK
 NA2114  PID         -  NA2114
 NA2114  STATE/COUNTY-  NY/HERKIMER
 NA2114  USGS QUAD   -  JORDANVILLE (1943)
 NA2114
 NA2114                         *CURRENT SURVEY CONTROL
 NA2114  ___________________________________________________________________
 NA2114* NAD 83(1996)-  42 56 22.60224(N)    074 53 49.41944(W)     ADJUSTED  
 NA2114* NAVD 88     -       537.6    (meters)    1764.     (feet)  VERTCON   
 NA2114  ___________________________________________________________________
 NA2114  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 NA2114  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 NA2114
 NA2114  HORZ ORDER  -  SECOND
 NA2114
 NA2114.The horizontal coordinates were established by classical geodetic methods
 NA2114.and adjusted by the National Geodetic Survey in January 1999..
 NA2114
 NA2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2114
 NA2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2114
 NA2114.The geoid height was determined by GEOID03.
 NA2114
 NA2114;                    North         East     Units Scale Factor Converg.
 NA2114;SPC NY E     -   456,040.443   117,594.798   MT  0.99991291   -0 16 13.8
 NA2114;SPC NY E     - 1,496,192.69    385,808.93   sFT  0.99991291   -0 16 13.8
 NA2114;UTM  18      - 4,754,113.957   508,398.604   MT  0.99960087   +0 04 12.4
 NA2114
 NA2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2114!SPC NY E     -   0.99992060  x   0.99991291  =   0.99983352
 NA2114!UTM  18      -   0.99992060  x   0.99960087  =   0.99952151
 NA2114
 NA2114:                Primary Azimuth Mark                     Grid Az
 NA2114:SPC NY E     -  OSTRANDER                                075 29 41.5
 NA2114:UTM  18      -  OSTRANDER                                075 09 15.3
 NA2114
 NA2114|---------------------------------------------------------------------|
 NA2114| PID    Reference Object                     Distance      Geod. Az  |
 NA2114|                                                           dddmmss.s |
 NA2114| NA2107 OSTRANDER                           APPROX. 7.6 KM 0751327.7 |
 NA2114| CZ7718 DECK RM 1                            22.436 METERS 16312     |
 NA2114| CZ7717 DECK AZ MK                                         1763502.4 |
 NA2114| CZ8158 DECK RM 2                            25.274 METERS 30117     |
 NA2114|---------------------------------------------------------------------|
 NA2114
 NA2114                          SUPERSEDED SURVEY CONTROL
 NA2114
 NA2114  NAD 83(1986)-  42 56 22.60547(N)    074 53 49.41993(W) AD(       ) 2
 NA2114  NAD 27      -  42 56 22.34800(N)    074 53 50.87200(W) AD(       ) 2
 NA2114  NGVD 29 (07/19/86)  537.7    (m)         1764.     (f) VERT ANG       
 NA2114
 NA2114.Superseded values are not recommended for survey control.
 NA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2114.See file dsdata.txt to determine how the superseded data were derived.
 NA2114
 NA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN0839954114(NAD 83)
 NA2114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2114
 NA2114  HISTORY     - Date     Condition        Report By
 NA2114  HISTORY     - 1942     MONUMENTED       CGS
 NA2114  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NA2114
 NA2114                          STATION DESCRIPTION
 NA2114
 NA2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2114'STATION IS LOCATED ABOUT 2.0 MILES SSE OF PAINES HOLLOW AND
 NA2114'1-1/4 MILES SW OF DECK, ON PROPERTY OWNED BY MR. FAGEN.  THE
 NA2114'MARK IS SET 0.2 MILE W OF A N-S TRACK ROAD AT THE W EDGE OF A
 NA2114'WOODS AND 5-1/2 FEET SW OF A STANDARD REFERENCE POST.  THE MARK
 NA2114'IS STAMPED DECK 1942.
 NA2114'
 NA2114'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NA2114'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2114'
 NA2114'REFERENCE MARK NO.1 IS 73.61 FEET S OF THE STATION AT THE W
 NA2114'EDGE OF THE WOODS.  THE MARK IS STAMPED DECK NO.1 1942.
 NA2114'
 NA2114'REFERENCE MARK NO.2 IS 82.92 FEET W OF THE STATION AT THE N
 NA2114'RIM OF THE HILL.  THE MARK IS STAMPED DECK NO.2 1942.
 NA2114'
 NA2114'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE S OF THE STATION
 NA2114'IN AN E-W FENCE LINE.  IT IS ABOUT 150 YARDS E OF A LARGE
 NA2114'UNPAINTED BARN, 21 FEET S OF A FARM ENTRANCE LANE AND 6 FEET
 NA2114'W OF A STANDARD REFERENCE POST.  THE MARK IS STAMPED DECK 1942.
 NA2114'
 NA2114'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NA2114'167 AND 168 AT PAINES HOLLOW CHURCH, CONTINUE S ON STATE
 NA2114'HIGHWAY 167 TO A NARROW MACADAM ROAD LEADING LEFT JUST S OF
 NA2114'THE CHURCH, TURN LEFT AND FOLLOW THE MACADAM ROAD E AND S FOR
 NA2114'4.75 MILES TO A T-INTERSECTION AT A MILEAGE SIGN, TURN RIGHT AND
 NA2114'GO 0.8 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.3 MILES TO A
 NA2114'DIRT T-ROAD RIGHT.  TURN RIGHT AND FOLLOW THE DIRT ROAD N FOR
 NA2114'0.7 MILE WHERE ROAD TURNS LEFT THRU FENCE.  (TO REACH THE
 NA2114'AZIMUTH MARK FROM THIS POINT GO W ON THE FARM ENTRANCE LANE FOR
 NA2114'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.) PASS THRU THE
 NA2114'OPENING IN THE FENCE THEN TURN SHARP RIGHT FOLLOWING ALONG
 NA2114'THE W SIDE OF THE FENCE TO ANOTHER OPENING IN THE FENCE.  AT
 NA2114'THIS POINT TURN BACK ON THE OLD ROADBED AND CONTINUE N FOR
 NA2114'0.3 MILE TO AN OPEN FIELD ON THE LEFT.  TURN LEFT INTO
 NA2114'THE FIELD AND GO W ALONG THE S EDGE OF WOODS FOR 0.2 MILE TO
 NA2114'THE W EDGE OF THE TIMBER AND STATION IN THE NE CORNER OF
 NA2114'THE CLEARING.
 NA2114'
 NA2114'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NA2114
 NA2114                          STATION RECOVERY (1974)
 NA2114
 NA2114'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NA2114'STATION MARK AND BOTH RMS RECOVERED IN GOOD CONDITION.  AZ. MARK
 NA2114'WAS NOT FOUND, AND IT APPEARS POSSIBLE TO HAVE BEEN DESTROYED
 NA2114'BY CULTIVATION.  STATION IS COMPLETELY SURROUNDED BY TREES,
 NA2114'AND A 30 TO 50 FOOT TOWER WOULD BE REQUIRED AT PRESENT.  STATION
 NA2114'IS LOCATED ALONG A RIM, WHERE THE HILL DROPS OFF STEEPLY ON NORTH
 NA2114'SIDE.
 NA2114'
 NA2114'STATION MARK IS A STANDARD DISC STAMPED DECK 1942, SET IN A
 NA2114'12 INCH SQUARE, CONCRETE MONUMENT PROJECTING 5 INCHES.  IT IS
 NA2114'11.7 FEET NORTH OF A METAL WITNESS SIGN NAILED ONTO AN 8 INCH
 NA2114'ASH AND 5.2 FEET SSW OF THE OLD WOODEN WITNESS POST.
 NA2114'
 NA2114'RM NO.1 IS A STANDARD DISC STAMPED DECK NO 1 1942, SET IN A 12
 NA2114'INCH SQUARE, CONCRETE MONUMENT PROJECTING 8 INCHES.
 NA2114'
 NA2114'RM NO.2 IS A STANDARD DISC STAMPED DECK NO 2 1942, SET IN A
 NA2114'12 INCH SQUARE, CONCRETE MONUMENT PROJECTING 8 INCHES.  IT IS
 NA2114'2.5 FEET NW OF A METAL WITNESS SIGN NAILED ONTO A 4 INCH CHERRY
 NA2114'TREE.
 NA2114'
 NA2114'TO REACH STATION FROM JUNCTION OF NY RTES. 167 AND 168 IN
 NA2114'PAINES HOLLOW, TAKE THE ANEY HILL RD., JUST SOUTH OF THE
 NA2114'CHURCH, AND GO 4.7 MILES TO T-JUNCTION.  GO RIGHT FOR 0.8
 NA2114'MILE.  TAKE RIGHT FORK, HICKS RD., AND GO 1.3 MILES.  TAKE GRAVEL
 NA2114'T-ROAD RIGHT AND GO 0.7 MILE TO FIELD ROAD ON LEFT.  GO WEST AND
 NA2114'NORTH ON FIELD ROAD FOR 0.3 MILE TO WHERE THE ROAD TURNS
 NA2114'LEFT.  HERE KEEP STRAIGHT AHEAD, NORTH, ALONG WEST SIDE OF TREE
 NA2114'ROW ON DIM FIELD ROAD FOR 0.2 MILE TO TIMBER LINE.  GO LEFT,
 NA2114'NORTHWEST, 0.1 MILE TO TOP OF RISE AND STATION IN TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2086 ***********************************************************************
 MZ2086  DESIGNATION -  DECKER
 MZ2086  PID         -  MZ2086
 MZ2086  STATE/COUNTY-  NY/COLUMBIA
 MZ2086  USGS QUAD   -  ANCRAM (1978)
 MZ2086
 MZ2086                         *CURRENT SURVEY CONTROL
 MZ2086  ___________________________________________________________________
 MZ2086* NAD 83(1996)-  42 04 00.72552(N)    073 40 38.36109(W)     ADJUSTED  
 MZ2086* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 MZ2086  ___________________________________________________________________
 MZ2086  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 MZ2086  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ2086
 MZ2086  HORZ ORDER  -  FIRST
 MZ2086
 MZ2086.The horizontal coordinates were established by classical geodetic methods
 MZ2086.and adjusted by the National Geodetic Survey in January 1999..
 MZ2086
 MZ2086.The orthometric height was scaled from a topographic map.
 MZ2086
 MZ2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2086
 MZ2086.The geoid height was determined by GEOID03.
 MZ2086
 MZ2086;                    North         East     Units Scale Factor Converg.
 MZ2086;SPC NY E     -   359,354.105   218,081.485   MT  0.99995702   +0 33 04.4
 MZ2086;SPC NY E     - 1,178,980.93    715,489.01   sFT  0.99995702   +0 33 04.4
 MZ2086;SPC MA M     -   870,796.166    19,821.623   MT  0.99996726   -1 27 45.3
 MZ2086;SPC MA M     - 2,856,937.09     65,031.44   sFT  0.99996726   -1 27 45.3
 MZ2086;SPC CT       -   289,812.214   228,051.167   MT  1.00002641   -0 36 53.5
 MZ2086;SPC CT       -   950,825.57    748,197.87   sFT  1.00002641   -0 36 53.5
 MZ2086;UTM  18      - 4,658,046.900   609,427.257   MT  0.99974734   +0 53 10.6
 MZ2086
 MZ2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2086!SPC NY E     -   0.99995694  x   0.99995702  =   0.99991396
 MZ2086!SPC MA M     -   0.99995694  x   0.99996726  =   0.99992420
 MZ2086!SPC CT       -   0.99995694  x   1.00002641  =   0.99998335
 MZ2086!UTM  18      -   0.99995694  x   0.99974734  =   0.99970429
 MZ2086
 MZ2086:                Primary Azimuth Mark                     Grid Az
 MZ2086:SPC NY E     -  HOUSE SO GABLE 3 MILES                   097 38 55.1
 MZ2086:SPC MA M     -  HOUSE SO GABLE 3 MILES                   099 39 44.8
 MZ2086:SPC CT       -  HOUSE SO GABLE 3 MILES                   098 48 53.0
 MZ2086:UTM  18      -  HOUSE SO GABLE 3 MILES                   097 18 48.9
 MZ2086
 MZ2086|---------------------------------------------------------------------|
 MZ2086| PID    Reference Object                     Distance      Geod. Az  |
 MZ2086|                                                           dddmmss.s |
 MZ2086| DA2495 HOUSE SO GABLE 3 MILES                             0981159.5 |
 MZ2086| DA2496 STEEL FIRE TOWER 4 MILES                           1841500.7 |
 MZ2086| DA2497 DECKER RM 1                          24.515 METERS 18723     |
 MZ2086| DA2498 DECKER RM 2                          20.528 METERS 30504     |
 MZ2086|---------------------------------------------------------------------|
 MZ2086
 MZ2086                          SUPERSEDED SURVEY CONTROL
 MZ2086
 MZ2086  NAD 83(1996)-  42 04 00.72605(N)    073 40 38.36310(W) AD(       ) 1
 MZ2086  NAD 83(1996)-  42 04 00.72604(N)    073 40 38.36299(W) AD(       ) 1
 MZ2086  NAD 83(1992)-  42 04 00.72670(N)    073 40 38.36260(W) AD(       ) 1
 MZ2086  NAD 83(1992)-  42 04 00.72668(N)    073 40 38.36268(W) AD(       ) 1
 MZ2086  NAD 83(1986)-  42 04 00.72610(N)    073 40 38.36160(W) AD(       ) 1
 MZ2086  NAD 27      -  42 04 00.40100(N)    073 40 39.91400(W) AD(       ) 1
 MZ2086
 MZ2086.Superseded values are not recommended for survey control.
 MZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2086.See file dsdata.txt to determine how the superseded data were derived.
 MZ2086
 MZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM0942758047(NAD 83)
 MZ2086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2086
 MZ2086  HISTORY     - Date     Condition        Report By
 MZ2086  HISTORY     - 1938     MONUMENTED       CGS
 MZ2086  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MZ2086
 MZ2086                          STATION DESCRIPTION
 MZ2086
 MZ2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 MZ2086'STATION IS LOCATED ON THE HIGHEST OF MASS OF HILLS 5 MILES NE OF
 MZ2086'JACKSONS CORNERS, 2-1/2 MILES NW OF ANCRAM ON PROPERTY OWNED BY
 MZ2086'PETER S. DECKER, 0.3 MILE NE OF HIS HOUSE ON THE HIGHEST PART
 MZ2086'OF HILL THAT IS CLEARED 70 PACES W OF AN 18-INCH OAK TREE WITH
 MZ2086'TRIANGLE BLAZE, 52 PACES N OF THE NE CORNER OF RAIL FENCE, AND 8
 MZ2086'PACES W OF STONE FENCE.  MARK IS A STANDARD BRONZE DISK SET IN
 MZ2086'CONCRETE AS DESCRIBED IN NOTE 1A AND IS STAMPED DECKER 1938.
 MZ2086'
 MZ2086'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 MZ2086'CONCRETE AND OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 7A, 11A,
 MZ2086'AND 12A.
 MZ2086'
 MZ2086'REFERENCE MARKS NOS. 1 AND 2 ARE STAMPED DECKER 1938.
 MZ2086'
 MZ2086'AZIMUTH MARK NO. 1 IS S GABLE OF HOUSE ON E SIDE OF FIELD ABOUT
 MZ2086'3 MILES E OF STATION.  IT IS THE ONLY WHITE BUILDING IN
 MZ2086'VICINITY.  N HALF OF HOUSE IS 2/3 AS HIGH AS S HALF.  AZIMUTH
 MZ2086'MARK NO. 2 IS STEEL FRAMEWORK FIRE TOWER ON HIGH HILLTOP 4 MILES
 MZ2086'S OF STATION.
 MZ2086'
 MZ2086'TO REACH THE STATION FROM THE JUNCTION OF N.Y.22 AND 201 AT
 MZ2086'COPAKE, GO SW ON 201 FOR 1.8 MILES AND KEEP L ON 201 AT Y.  THENCE
 MZ2086'4.5 MILES AND TAKE EXTREME R FORK (N.Y.82) AT ANCRAM.  THENCE 1.8
 MZ2086'MILES OR 0.15 MILE PAST AN OLD BARN ON THE R, AND TURN L ON
 MZ2086'GRAVEL T-ROAD, THENCE 0.65 MILE OR 30 PACES PAST LARGE OAK WITH
 MZ2086'TRIANGLE BLAZE AT FENCE CORNER ON THE R, TO A GAP IN A
 MZ2086'COMBINATION STONE AND RAIL FENCE ON THE R.  THE STATION IS ON THE
 MZ2086'HILLTOP, ABOUT 1/4 MILE N OF THIS POINT.  THERE IS NO ROAD OR
 MZ2086'TRAIL TO THE SUMMIT BUT A TRUCK CAN PROBABLY BE DRIVEN AT LEAST
 MZ2086'PART OF THE WAY.
 MZ2086'
 MZ2086'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MZ2086
 MZ2086                          STATION RECOVERY (1975)
 MZ2086
 MZ2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 MZ2086'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 MZ2086'1938.  RM 1 IS NORTHWEST OF STATION AND RM 2 IS SOUTH-SOUTHWEST
 MZ2086'OF STATION.  DISTANCE AND ANGLES TO THE REFERENCE MARKS WERE NOT
 MZ2086'CHECKED.  VIEW FROM STATION IS OBSTRUCTED ALL AROUND BY BRUSH UP
 MZ2086'TO 15 FEET HIGH.
 MZ2086'
 MZ2086'STATION MARK IS 18 FEET NORTHWEST OF A STONE FENCE CORNER.  THE
 MZ2086'REFERENCE MARKS ARE LOCATED ALONG THE EDGE OF A 3-FOOT BEDROCK
 MZ2086'LEDGE.
 MZ2086'
 MZ2086'THE 1938 DESCRIPTION TO REACH STATION IS ADEQUATE.
 MZ2086'
 MZ2086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2086'2-1/2 MILES WNW OF ANCRAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4194 ***********************************************************************
 KU4194  DESIGNATION -  DEER
 KU4194  PID         -  KU4194
 KU4194  STATE/COUNTY-  NY/SUFFOLK
 KU4194  USGS QUAD   -  SAG HARBOR (1956)
 KU4194
 KU4194                         *CURRENT SURVEY CONTROL
 KU4194  ___________________________________________________________________
 KU4194* NAD 83(1996)-  40 56 15.37601(N)    072 21 55.54042(W)     ADJUSTED  
 KU4194* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 KU4194  ___________________________________________________________________
 KU4194  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KU4194  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4194
 KU4194  HORZ ORDER  -  FIRST
 KU4194
 KU4194.The horizontal coordinates were established by classical geodetic methods
 KU4194.and adjusted by the National Geodetic Survey in January 1999..
 KU4194
 KU4194.The orthometric height was scaled from a topographic map.
 KU4194
 KU4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4194
 KU4194.The geoid height was determined by GEOID03.
 KU4194
 KU4194;                    North         East     Units Scale Factor Converg.
 KU4194;SPC NY L     -    86,894.626   437,646.106   MT  0.99999606   +1 04 08.9
 KU4194;SPC NY L     -   285,086.79  1,435,843.93   sFT  0.99999606   +1 04 08.9
 KU4194;UTM  18      - 4,535,173.058   721,791.562   MT  1.00020549   +1 43 37.1
 KU4194
 KU4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4194!SPC NY L     -   1.00000105  x   0.99999606  =   0.99999711
 KU4194!UTM  18      -   1.00000105  x   1.00020549  =   1.00020654
 KU4194
 KU4194:                Primary Azimuth Mark                     Grid Az
 KU4194:SPC NY L     -  NOYACK ATT RELAY TOWER                   023 16 12.7
 KU4194:UTM  18      -  NOYACK ATT RELAY TOWER                   022 36 44.5
 KU4194
 KU4194|---------------------------------------------------------------------|
 KU4194| PID    Reference Object                     Distance      Geod. Az  |
 KU4194|                                                           dddmmss.s |
 KU4194| KU4198 NOYACK ATT RELAY TOWER              APPROX. 3.9 KM 0242021.6 |
 KU4194| CB8374 DEER RM 1                            13.688 METERS 07118     |
 KU4194| KU4186 BRIDGEHAMPTON PRESB CH SPIRE        APPROX. 5.2 KM 0915830.1 |
 KU4194| KU4205 BRIDGHAMPTON METH CH STEEPLE        APPROX. 4.7 KM 0942818.8 |
 KU4194| CB8373 DEER AZ MK                                         1581643.0 |
 KU4194| CB8375 DEER RM 2                            53.236 METERS 16002     |
 KU4194| KU4235 NORTH SEA MACKAY CO RADIO MAST      APPROX. 2.9 KM 2301935.0 |
 KU4194|---------------------------------------------------------------------|
 KU4194
 KU4194                          SUPERSEDED SURVEY CONTROL
 KU4194
 KU4194  NAD 83(1996)-  40 56 15.37626(N)    072 21 55.54080(W) AD(       ) 1
 KU4194  NAD 83(1992)-  40 56 15.37497(N)    072 21 55.54031(W) AD(       ) 1
 KU4194  NAD 83(1986)-  40 56 15.37810(N)    072 21 55.54632(W) AD(       ) 1
 KU4194  NAD 27      -  40 56 15.02110(N)    072 21 57.23831(W) AD(       ) 1
 KU4194
 KU4194.Superseded values are not recommended for survey control.
 KU4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4194.See file dsdata.txt to determine how the superseded data were derived.
 KU4194
 KU4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2179235173(NAD 83)
 KU4194_MARKER: DS = TRIANGULATION STATION DISK
 KU4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4194+STABILITY: SURFACE MOTION
 KU4194
 KU4194  HISTORY     - Date     Condition        Report By
 KU4194  HISTORY     - 1965     MONUMENTED       CGS
 KU4194  HISTORY     - 1989     GOOD             USPSQD
 KU4194  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KU4194  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 KU4194
 KU4194                          STATION DESCRIPTION
 KU4194
 KU4194'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU4194'THE STATION IS ABOUT 3-1/2 MILES WEST OF BRIDGEHAMPTON, ABOUT
 KU4194'2 MILES NORTH AND 3/4 MILE WEST OF WATERMILL, ON TOP OF A
 KU4194'SMALL RISE AND ON THE ROAD RIGHT-OF-WAY.
 KU4194'
 KU4194'TO REACH THE STATION FROM THE POST OFFICE IN WATERMILL, GO
 KU4194'EAST ON STATE HIGHWAY 27 FOR 0.35 MILE TO A CROSSROAD.  TURN
 KU4194'LEFT AND GO NORTHERLY ON DEERFIELD ROAD FOR 1.1 MILES
 KU4194'TO A Y-FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH ON
 KU4194'DEERFIELD ROAD FOR 0.6 MILE TO POWER LINE POLE NUMBER 74
 KU4194'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KU4194'NORTH ON DEERFIELD ROAD FOR 0.4 MILE TO THE TOP OF A SMALL
 KU4194'RISE AND THE STATION ON THE LEFT JUST BEFORE REACHING A FIELD
 KU4194'ENTRANCE ON THE RIGHT.
 KU4194'
 KU4194'THE STATION MARK IS A STANDARD DISK STAMPED DEER 1965, SET
 KU4194'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 KU4194'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 45.0
 KU4194'FEET WEST OF A METAL WITNESS POST, 20 FEET WEST OF THE APPROXIMATE
 KU4194'CENTER OF DEERFIELD ROAD, AND 4.6 FEET NORTH OF POWER LINE
 KU4194'POLE NUMBER 90.
 KU4194'
 KU4194'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEER NO 1 1965, SET
 KU4194'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 KU4194'INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 24 FEET EAST
 KU4194'OF THE APPROXIMATE CENTER OF DEERFIELD ROAD, 1.6 FEET
 KU4194'SOUTH OF THE METAL WITNESS POST AND ABOUT 2 FEET LOWER IN
 KU4194'ELEVATION THAN THE STATION.
 KU4194'
 KU4194'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DEER NO 2
 KU4194'1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 KU4194'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS
 KU4194'24 FEET WEST OF THE APPROXIMATE CENTER OF DEERFIELD ROAD,
 KU4194'1.8 FEET NORTH OF POWER LINE POLE NUMBER 89 AND ABOUT 3
 KU4194'FEET LOWER IN ELEVATION THAN THE STATION.
 KU4194'
 KU4194'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEER 1965, SET
 KU4194'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 KU4194'INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 51.0 FEET
 KU4194'EAST OF POWER LINE POLE NUMBER 74, 27 FEET EAST OF THE APPROXIMATE
 KU4194'CENTER OF DEERFIELD ROAD AND 2.0 FEET NORTH OF A METAL WITNESS
 KU4194'POST.
 KU4194
 KU4194                          STATION RECOVERY (1989)
 KU4194
 KU4194'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 KU4194'RECOVERED IN GOOD CONDITION.
 KU4194
 KU4194                          STATION RECOVERY (2001)
 KU4194
 KU4194'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU4194'MARK NOT FOUND.
 KU4194
 KU4194                          STATION RECOVERY (2004)
 KU4194
 KU4194'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU4194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2608 ***********************************************************************
 KU2608  DESIGNATION -  DEER PARK CUTLER HAMMER TANK
 KU2608  PID         -  KU2608
 KU2608  STATE/COUNTY-  NY/SUFFOLK
 KU2608  USGS QUAD   -  GREENLAWN (1979)
 KU2608
 KU2608                         *CURRENT SURVEY CONTROL
 KU2608  ___________________________________________________________________
 KU2608* NAD 83(1996)-  40 45 58.68610(N)    073 18 20.96527(W)     ADJUSTED  
 KU2608* NAVD 88     -                                                        
 KU2608  ___________________________________________________________________
 KU2608  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 KU2608  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KU2608
 KU2608  HORZ ORDER  -  THIRD
 KU2608
 KU2608.The horizontal coordinates were established by classical geodetic methods
 KU2608.and adjusted by the National Geodetic Survey in January 1999..
 KU2608
 KU2608
 KU2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2608
 KU2608.The geoid height was determined by GEOID03.
 KU2608
 KU2608;                    North         East     Units Scale Factor Converg.
 KU2608;SPC NY L     -    66,819.316   358,609.605   MT  0.99999597   +0 27 14.6
 KU2608;SPC NY L     -   219,223.04  1,176,538.35   sFT  0.99999597   +0 27 14.6
 KU2608;UTM  18      - 4,514,195.470   642,988.004   MT  0.99985166   +1 06 23.2
 KU2608
 KU2608                          SUPERSEDED SURVEY CONTROL
 KU2608
 KU2608  NAD 83(1996)-  40 45 58.68855(N)    073 18 20.96459(W) AD(       ) 4
 KU2608  NAD 83(1992)-  40 45 58.68788(N)    073 18 20.96402(W) AD(       ) 4
 KU2608  NAD 83(1986)-  40 45 58.69000(N)    073 18 20.96534(W) AD(       ) 4
 KU2608  NAD 27      -  40 45 58.33603(N)    073 18 22.53890(W) AD(       ) 3
 KU2608
 KU2608.Superseded values are not recommended for survey control.
 KU2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2608.See file dsdata.txt to determine how the superseded data were derived.
 KU2608
 KU2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4298814195(NAD 83)
 KU2608_MARKER: 53 = ELEVATED TANK
 KU2608
 KU2608  HISTORY     - Date     Condition        Report By
 KU2608  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2608  HISTORY     - 1984     GOOD             USCG
 KU2608  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 KU2608
 KU2608                          STATION DESCRIPTION
 KU2608
 KU2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2608'THE STATION IS THE CENTER OF THE CAP ATOP A LARGE RED AND WHITE
 KU2608'WATER TANK SUPPORTED BY 4 METAL LEGS PAINTED WHITE.  THE WHITE
 KU2608'PORTION HAS BLACK LETTERING READING CUTLER-HAMMER.  THE TANK IS ON
 KU2608'THE PROPERTY OF AND OWNED BY THE CUTLER-HAMMER AIRBORNE
 KU2608'INSTRUMENTS LABORATORY.  IT IS LOCATED 0.2 MILE EAST OF THE
 KU2608'INTERSECTION OF LONG ISLAND AVENUE AND COMAC ROAD IN DEER PARK.
 KU2608'THE OVER-ALL HEIGHT OF THE TANK IS ABOUT 130 FEET.
 KU2608
 KU2608                          STATION RECOVERY (1984)
 KU2608
 KU2608'RECOVERY NOTE BY US COAST GUARD 1984 (RLW)
 KU2608'STATION FOUND EXCELLENT.
 KU2608'
 KU2608'TANK RECOVERED AS BASICALLY DESCRIBED.  NOTE CHANGES--TANK HAS NOW
 KU2608'BEEN REPAINTED A BRIGHT BLUE, WITH WHITE LETTERS.  THE WORDS
 KU2608'E A T O N, NOW APPEAR ON BOTH SIDES OF THE TANK.  THE CORPORATION
 KU2608'HAS BEEN BOUGHT OUT BY EATON, YALE AND TOWNE.  IT IS NOW THE
 KU2608'AIRBORNE INSTRUMENT DIVISION OF EATON.  LOCATION DESCRIPTION IS
 KU2608'GOOD.
 KU2608
 KU2608                          STATION RECOVERY (2003)
 KU2608
 KU2608'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2608'TANK HAS BEEN RAZED AND AREA HAS BEEN REPLACED WITH BOX STORES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2606 ***********************************************************************
 KU2606  DESIGNATION -  DEER PARK PRESB CH SPIRE
 KU2606  PID         -  KU2606
 KU2606  STATE/COUNTY-  NY/SUFFOLK
 KU2606  USGS QUAD   -  GREENLAWN (1979)
 KU2606
 KU2606                         *CURRENT SURVEY CONTROL
 KU2606  ___________________________________________________________________
 KU2606* NAD 83(1996)-  40 45 33.86292(N)    073 19 40.85985(W)     ADJUSTED  
 KU2606* NAVD 88     -                                                        
 KU2606  ___________________________________________________________________
 KU2606  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KU2606  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KU2606
 KU2606  HORZ ORDER  -  THIRD
 KU2606
 KU2606.The horizontal coordinates were established by classical geodetic methods
 KU2606.and adjusted by the National Geodetic Survey in January 1999..
 KU2606
 KU2606
 KU2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2606
 KU2606.The geoid height was determined by GEOID03.
 KU2606
 KU2606;                    North         East     Units Scale Factor Converg.
 KU2606;SPC NY L     -    66,039.008   356,741.757   MT  0.99999615   +0 26 22.3
 KU2606;SPC NY L     -   216,662.98  1,170,410.25   sFT  0.99999615   +0 26 22.3
 KU2606;UTM  18      - 4,513,394.066   641,129.435   MT  0.99984516   +1 05 30.4
 KU2606
 KU2606                          SUPERSEDED SURVEY CONTROL
 KU2606
 KU2606  NAD 83(1996)-  40 45 33.86540(N)    073 19 40.85905(W) AD(       ) 4
 KU2606  NAD 83(1992)-  40 45 33.86478(N)    073 19 40.85845(W) AD(       ) 4
 KU2606  NAD 83(1986)-  40 45 33.86678(N)    073 19 40.85985(W) AD(       ) 4
 KU2606  NAD 27      -  40 45 33.51233(N)    073 19 42.43100(W) AD(       ) 3
 KU2606
 KU2606.Superseded values are not recommended for survey control.
 KU2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2606.See file dsdata.txt to determine how the superseded data were derived.
 KU2606
 KU2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4112913394(NAD 83)
 KU2606_MARKER: 90 = CHURCH SPIRE
 KU2606
 KU2606  HISTORY     - Date     Condition        Report By
 KU2606  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2606  HISTORY     - 20030927 GOOD             USPSQD
 KU2606
 KU2606                          STATION DESCRIPTION
 KU2606
 KU2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2606'THE STATION IS THE CENTER OF THE BASE OF THE SILVER CROSS SET ATOP
 KU2606'A SMALL DARK GREEN SPIRE WHICH IS MOUNTED ON THE TOP OF A SQUARE
 KU2606'WHITE TOWER OF THE COMMUNITY PRESBYTERIAN CHURCH AND THE OVER-ALL
 KU2606'HEIGHT IS 55 FEET.
 KU2606'
 KU2606'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 KU2606'OF LAKE AVENUE AND DEER PARK AVENUE IN DEER PARK.
 KU2606
 KU2606                          STATION RECOVERY (2003)
 KU2606
 KU2606'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2611 ***********************************************************************
 KU2611  DESIGNATION -  DEER PARK WATER TANK
 KU2611  PID         -  KU2611
 KU2611  STATE/COUNTY-  NY/SUFFOLK
 KU2611  USGS QUAD   -  GREENLAWN (1979)
 KU2611
 KU2611                         *CURRENT SURVEY CONTROL
 KU2611  ___________________________________________________________________
 KU2611* NAD 83(1996)-  40 47 09.46024(N)    073 18 57.91269(W)     ADJUSTED  
 KU2611* NAVD 88     -                                                        
 KU2611  ___________________________________________________________________
 KU2611  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KU2611  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU2611
 KU2611  HORZ ORDER  -  THIRD
 KU2611
 KU2611.The horizontal coordinates were established by classical geodetic methods
 KU2611.and adjusted by the National Geodetic Survey in January 1999..
 KU2611
 KU2611
 KU2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2611
 KU2611.The geoid height was determined by GEOID03.
 KU2611
 KU2611;                    North         East     Units Scale Factor Converg.
 KU2611;SPC NY L     -    68,995.601   357,726.053   MT  0.99999552   +0 26 50.4
 KU2611;SPC NY L     -   226,363.07  1,173,639.56   sFT  0.99999552   +0 26 50.4
 KU2611;UTM  18      - 4,516,361.235   642,079.854   MT  0.99984847   +1 06 00.6
 KU2611
 KU2611                          SUPERSEDED SURVEY CONTROL
 KU2611
 KU2611  NAD 83(1996)-  40 47 09.46255(N)    073 18 57.91206(W) AD(       ) 4
 KU2611  NAD 83(1992)-  40 47 09.46185(N)    073 18 57.91143(W) AD(       ) 4
 KU2611  NAD 83(1986)-  40 47 09.46400(N)    073 18 57.91285(W) AD(       ) 4
 KU2611  NAD 27      -  40 47 09.11216(N)    073 18 59.48645(W) AD(       ) 3
 KU2611
 KU2611.Superseded values are not recommended for survey control.
 KU2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2611.See file dsdata.txt to determine how the superseded data were derived.
 KU2611
 KU2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4208016361(NAD 83)
 KU2611_MARKER: 53 = ELEVATED TANK
 KU2611
 KU2611  HISTORY     - Date     Condition        Report By
 KU2611  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2611  HISTORY     - 1988     GOOD             USPSQD
 KU2611  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 KU2611
 KU2611                          STATION DESCRIPTION
 KU2611
 KU2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2611'THE STATION IS THE CENTER OF THE CAP ATOP A LARGE METAL WATER TANK
 KU2611'SUPPORTED BY 6 METAL LEGS WITH AN OVER-ALL HEIGHT OF 150 FEET.
 KU2611'THE TANK IS OWNED BY THE SUFFOLK COUNTY WATER AUTHORITY AND IS
 KU2611'LOCATED 0.1 MILE NORTHEAST OF THE INTERSECTION OF WEYMOUTH STREET
 KU2611'AND APRIL AVENUE IN DEER PARK.  THE ENTIRE STRUCTURE IS PAINTED GREY.
 KU2611
 KU2611                          STATION RECOVERY (1988)
 KU2611
 KU2611'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAD)
 KU2611'RECOVERED IN GOOD CONDITION.
 KU2611
 KU2611                          STATION RECOVERY (2003)
 KU2611
 KU2611'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU2611'TANK HAS BEEN REMOVED AND REPLACE WITH A PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2099 ***********************************************************************
 PH2099  DESIGNATION -  DEER USLS
 PH2099  PID         -  PH2099
 PH2099  STATE/COUNTY-  NY/JEFFERSON
 PH2099  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH2099
 PH2099                         *CURRENT SURVEY CONTROL
 PH2099  ___________________________________________________________________
 PH2099* NAD 83(1996)-  44 21 37.29195(N)    075 54 18.91839(W)     ADJUSTED  
 PH2099* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH2099  ___________________________________________________________________
 PH2099  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 PH2099  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 PH2099
 PH2099  HORZ ORDER  -  THIRD
 PH2099
 PH2099.The horizontal coordinates were established by classical geodetic methods
 PH2099.and adjusted by the National Geodetic Survey in January 1999..
 PH2099
 PH2099.The orthometric height was scaled from a topographic map.
 PH2099
 PH2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2099
 PH2099.The geoid height was determined by GEOID03.
 PH2099
 PH2099;                    North         East     Units Scale Factor Converg.
 PH2099;SPC NY C     -   484,528.251   304,052.471   MT  0.99997342   +0 28 26.8
 PH2099;SPC NY C     - 1,589,656.44    997,545.48   sFT  0.99997342   +0 28 26.8
 PH2099;UTM  18      - 4,912,296.829   427,862.628   MT  0.99966400   -0 37 58.6
 PH2099
 PH2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2099!SPC NY C     -   0.99999332  x   0.99997342  =   0.99996674
 PH2099!UTM  18      -   0.99999332  x   0.99966400  =   0.99965732
 PH2099
 PH2099                          SUPERSEDED SURVEY CONTROL
 PH2099
 PH2099  NAD 83(1986)-  44 21 37.29745(N)    075 54 18.92124(W) AD(       ) 4
 PH2099  NAD 27      -  44 21 37.13300(N)    075 54 20.11400(W) AD(       ) 3
 PH2099
 PH2099.Superseded values are not recommended for survey control.
 PH2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2099.See file dsdata.txt to determine how the superseded data were derived.
 PH2099
 PH2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2786312297(NAD 83)
 PH2099_MARKER: H = DRILL HOLE
 PH2099_SETTING: 66 = SET IN ROCK OUTCROP
 PH2099_SP_SET: SET IN A ROCK LEDGE
 PH2099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH2099+STABILITY: POSITION/ELEVATION WELL
 PH2099
 PH2099  HISTORY     - Date     Condition        Report By
 PH2099  HISTORY     - 1933     MONUMENTED       USLS
 PH2099  HISTORY     - 1957     GOOD             IBC
 PH2099
 PH2099                          STATION DESCRIPTION
 PH2099
 PH2099'DESCRIBED BY US LAKE SURVEY 1933
 PH2099'ABOUT 1-3/4 MILES NORTH - NORTHEAST OF ALEXANDRIA BAY, NEW YORK, ON
 PH2099'DEER ISLAND IN THE ST LAWRENCE RIVER.  THE STATION IS ON A FLAT ROCK
 PH2099'LEDGE ON A POINT ON THE SOUTHEAST SIDE OF THE ISLAND NEAR THE BASE OF
 PH2099'A RETAINING WALL, AND ABOUT 20 FEET EAST OF AN OLD STONE CHIMNEY.
 PH2099'
 PH2099'STATION MARK--A 3/4 - INCH DRILL HOLE IN THE SOLID LEDGE ROCK.
 PH2099
 PH2099                          STATION RECOVERY (1957)
 PH2099
 PH2099'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PH2099'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2617 ***********************************************************************
 LY2617  DESIGNATION -  DEERCALL
 LY2617  PID         -  LY2617
 LY2617  STATE/COUNTY-  NY/ORANGE
 LY2617  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2617
 LY2617                         *CURRENT SURVEY CONTROL
 LY2617  ___________________________________________________________________
 LY2617* NAD 83(1996)-  41 26 50.74231(N)    074 40 22.41090(W)     ADJUSTED  
 LY2617* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 LY2617  ___________________________________________________________________
 LY2617  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LY2617  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY2617
 LY2617  HORZ ORDER  -  SECOND
 LY2617
 LY2617.The horizontal coordinates were established by classical geodetic methods
 LY2617.and adjusted by the National Geodetic Survey in January 1999..
 LY2617
 LY2617.The orthometric height was scaled from a topographic map.
 LY2617
 LY2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2617
 LY2617.The geoid height was determined by GEOID03.
 LY2617
 LY2617;                    North         East     Units Scale Factor Converg.
 LY2617;SPC NY E     -   290,247.634   135,553.961   MT  0.99990257   -0 06 52.0
 LY2617;SPC NY E     -   952,254.11    444,729.95   sFT  0.99990257   -0 06 52.0
 LY2617;SPC PA N     -   146,800.745   857,069.256   MT  0.99995698   +2 02 08.3
 LY2617;SPC PA N     -   481,628.78  2,811,901.38   sFT  0.99995698   +2 02 08.3
 LY2617;SPC NJ       -   290,247.634   135,553.961   MT  0.99990257   -0 06 52.0
 LY2617;SPC NJ       -   952,254.11    444,729.95   sFT  0.99990257   -0 06 52.0
 LY2617;UTM  18      - 4,588,479.425   527,323.433   MT  0.99960919   +0 12 59.5
 LY2617
 LY2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2617!SPC NY E     -   0.99993696  x   0.99990257  =   0.99983954
 LY2617!SPC PA N     -   0.99993696  x   0.99995698  =   0.99989394
 LY2617!SPC NJ       -   0.99993696  x   0.99990257  =   0.99983954
 LY2617!UTM  18      -   0.99993696  x   0.99960919  =   0.99954618
 LY2617
 LY2617:                Primary Azimuth Mark                     Grid Az
 LY2617:SPC NY E     -  HIGH POINT MOUNMENT                      176 15 49.6
 LY2617:SPC PA N     -  HIGH POINT MOUNMENT                      174 06 49.3
 LY2617:SPC NJ       -  HIGH POINT MOUNMENT                      176 15 49.6
 LY2617:UTM  18      -  HIGH POINT MOUNMENT                      175 55 58.1
 LY2617
 LY2617|---------------------------------------------------------------------|
 LY2617| PID    Reference Object                     Distance      Geod. Az  |
 LY2617|                                                           dddmmss.s |
 LY2617| LY2607 HIGH POINT MOUNMENT                 APPROX.14.1 KM 1760857.6 |
 LY2617| CB3957 DEERCALL RM 1                        30.160 METERS 21134     |
 LY2617| CB3958 DEERCALL RM 2                        24.792 METERS 31138     |
 LY2617|---------------------------------------------------------------------|
 LY2617
 LY2617                          SUPERSEDED SURVEY CONTROL
 LY2617
 LY2617  NAD 83(1986)-  41 26 50.74561(N)    074 40 22.41134(W) AD(       ) 2
 LY2617  NAD 27      -  41 26 50.40600(N)    074 40 23.81700(W) AD(       ) 2
 LY2617
 LY2617.Superseded values are not recommended for survey control.
 LY2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2617.See file dsdata.txt to determine how the superseded data were derived.
 LY2617
 LY2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2732388479(NAD 83)
 LY2617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2617
 LY2617  HISTORY     - Date     Condition        Report By
 LY2617  HISTORY     - 1942     MONUMENTED       CGS
 LY2617  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LY2617
 LY2617                          STATION DESCRIPTION
 LY2617
 LY2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2617'STATION IS ABOUT 3 MILES NW OF HUGUENOT ON TOP OF A ROUNDED
 LY2617'TIMBERED HILL WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY,
 LY2617'ON LAND THAT HAS BEEN LEASED BY THE DEERCALL HUNTING LODGE AND
 LY2617'NEAR THE PROPERTY LINE OF THE S.J. VAN INWEGAN ESTATE.  THE MARK
 LY2617'IS IN A SMALL CLEARED AREA.  IT PROJECTS ABOUT 6 INCHES AND IS
 LY2617'STAMPED DEERCALL 1942.
 LY2617'
 LY2617'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE,
 LY2617'AS DESCRIBED IN NOTES 1A AND 7A.
 LY2617'
 LY2617'REFERENCE MARK NO.1 IS SOUTHERLY FROM THE STATION IN A DRILL
 LY2617'HOLE IN A BOULDER ABOUT 2 FEET BY 3 FEET AND PROJECTING ABOUT 1
 LY2617'FOOT.  THE MARK IS A BRONZE DISK SET FLUSH WITH THE BOULDER AND
 LY2617'IS STAMPED DEERCALL NO.1 1942.
 LY2617'
 LY2617'REFERENCE MARK NO.2 IS WESTERLY FROM THE STATION IN A DRILL
 LY2617'HOLE IN A BOULDER ABOUT 4 FEET BY 2 FEET AND PROJECTING ABOUT 1
 LY2617'FOOT.  THE MARK IS A BRONZE DISK FLUSH WITH THE BOULDER AND IS
 LY2617'STAMPED DEERCALL NO.2 1942.
 LY2617'
 LY2617'HIGH POINT MONUMENT VISIBLE FROM A 37-FOOT TOWER, NECESSARY
 LY2617'TO CLEAR LOCAL TIMBER, WILL SERVE AS AN AZIMUTH MARK.
 LY2617'
 LY2617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND
 LY2617'209 AT E MAIN AND FOWLER STREETS IN PORT JERVIS, GO N ON U.S. 209
 LY2617'FOR 4.2 MILES TO A PAVED SIDE ROAD LEFT AT HUGUENOT AND AT SIGN
 LY2617'AMEYS BAR AND GRILL LEFT 1/2 MILE.  TURN LEFT OFF U.S. 209 AND
 LY2617'GO W FOR 0.05 MILE TO A FORKS.  THENCE LEFT, STRAIGHT AHEAD FOR
 LY2617'0.65 MILE TO A FORKS JUST PAST AMEYS ON THE LEFT.  THEN STRAIGHT
 LY2617'AHEAD, WESTERLY, RIGHT FORK, FOR 0.9 MILE TO END OF PAVED
 LY2617'ROAD.  THEN STRAIGHT AHEAD ON GRAVEL FOR 0.7 MILE TO A
 LY2617'FORKS.  TAKE RIGHT FORK FOR 1.25 MILES TO A FORKS THEN
 LY2617'STRAIGHT AHEAD (MAIN ROAD) ON RIGHT FORK FOR 0.25 MILE TO A
 LY2617'TRAIL ROAD RIGHT, ABOUT 75 FEET AFTER CROSSING A SMALL FILL
 LY2617'OVER A STREAM.  TURN RIGHT INTO DEERCALL HUNTING CLUB
 LY2617'LAND AND GO ABOUT 100 YARDS TO A TRAIL ROAD FORKS.
 LY2617'(RIGHT FORK GOES TO DEERCALL HUNTING LODGE SITE.  THE
 LY2617'BUILDING HAS BURNED DOWN.) TAKE LEFT FORK AND FOLLOW TRAIL ROAD
 LY2617'(IF DRY) FOR ABOUT 0.75 MILE TO A TRIANGULAR BLAZE ON ONE OF A
 LY2617'GROUP OF 3 12-INCH OAK TREES.  (IN DRY WEATHER TRUCK
 LY2617'CAN BE DRIVEN WITH CARE TO THIS POINT.) PICK UP VERY DIM
 LY2617'TRAIL ROAD LEFT AND FOLLOW BLAZES (3 NOTCHES) AND TRACKS
 LY2617'TO A LEANING TRIANGULAR-BLAZED 2-FOOT OAK TREE WHICH HAS A
 LY2617'NO TRESPASSING SIGN BY S.J. VAN INWEGAN ON ITS W SIDE.
 LY2617'THEN FOLLOW ALONG A CUT LINE FOR ABOUT 200 YARDS TO THE
 LY2617'TOP OF THE RIDGE AND STATION SITE.  A SMALL CLEARED AREA AND A
 LY2617'14-INCH BIRCH TREE WITH 4 BLAZED SIDES.
 LY2617'
 LY2617'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT ROADS (U.S.G.S.).
 LY2617'
 LY2617'A 50-FOOT TOWER WILL SEE A 110-FOOT LIGHT AT SHAWANGUNK.
 LY2617'
 LY2617'A 50-FOOT TOWER WILL SEE A 37-FOOT LIGHT AT WRITER (U.S.G.S.).
 LY2617'
 LY2617'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT MINISINK.
 LY2617'
 LY2617'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT PT. PETER.
 LY2617'
 LY2617'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LY2617
 LY2617                          STATION RECOVERY (1975)
 LY2617
 LY2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2617'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN
 LY2617'1942.  DISTANCE AND ANGLES TO REFERENCE MARKS WERE NOT
 LY2617'CHECKED.  VIEW FROM STATION IS BLOCKED IN ALL DIRECTIONS BY
 LY2617'TREES 30 FEET HIGH.
 LY2617'
 LY2617'THE 1942 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LY2617'
 LY2617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2617'4-1/2 MILES NORTH OF PORT JERVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2062 ***********************************************************************
 PG2062  DESIGNATION -  DEERFIELD
 PG2062  PID         -  PG2062
 PG2062  STATE/COUNTY-  NY/ESSEX
 PG2062  USGS QUAD   -  
 PG2062
 PG2062                         *CURRENT SURVEY CONTROL
 PG2062  ___________________________________________________________________
 PG2062* NAD 83(1996)-  44 23 30.60883(N)    073 32 09.46134(W)     ADJUSTED  
 PG2062* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 PG2062  ___________________________________________________________________
 PG2062  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 PG2062  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 PG2062
 PG2062  HORZ ORDER  -  SECOND
 PG2062
 PG2062.The horizontal coordinates were established by classical geodetic methods
 PG2062.and adjusted by the National Geodetic Survey in January 1999..
 PG2062
 PG2062.The orthometric height was scaled from a topographic map.
 PG2062
 PG2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2062
 PG2062.The geoid height was determined by GEOID03.
 PG2062
 PG2062;                    North         East     Units Scale Factor Converg.
 PG2062;SPC NY E     -   617,750.249   226,803.573   MT  0.99997252   +0 40 28.0
 PG2062;SPC NY E     - 2,026,735.61    744,104.72   sFT  0.99997252   +0 40 28.0
 PG2062;UTM  18      - 4,916,436.955   616,603.029   MT  0.99976721   +1 01 27.5
 PG2062
 PG2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2062!SPC NY E     -   0.99990419  x   0.99997252  =   0.99987671
 PG2062!UTM  18      -   0.99990419  x   0.99976721  =   0.99967142
 PG2062
 PG2062|---------------------------------------------------------------------|
 PG2062| PID    Reference Object                     Distance      Geod. Az  |
 PG2062|                                                           dddmmss.s |
 PG2062| DA4982 DEERFIELD RM 1                        4.502 METERS 05132     |
 PG2062| DA4983 DEERFIELD RM 2                        5.312 METERS 13823     |
 PG2062| PG2060 11 J USGS 1942                      APPROX. 2.0 KM 1465014.3 |
 PG2062|---------------------------------------------------------------------|
 PG2062
 PG2062                          SUPERSEDED SURVEY CONTROL
 PG2062
 PG2062  NAD 83(1996)-  44 23 30.61109(N)    073 32 09.46173(W) AD(       ) 2
 PG2062  NAD 83(1992)-  44 23 30.61029(N)    073 32 09.46361(W) AD(       ) 2
 PG2062  NAD 83(1986)-  44 23 30.61550(N)    073 32 09.46316(W) AD(       ) 2
 PG2062  NAD 27      -  44 23 30.44500(N)    073 32 10.98300(W) AD(       ) 2
 PG2062
 PG2062.Superseded values are not recommended for survey control.
 PG2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2062.See file dsdata.txt to determine how the superseded data were derived.
 PG2062
 PG2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ1660316437(NAD 83)
 PG2062
 PG2062  HISTORY     - Date     Condition        Report By
 PG2062  HISTORY     - 1942     MONUMENTED       CGS
 PG2062  HISTORY     - 1961     SEE DESCRIPTION  CGS
 PG2062
 PG2062                          STATION DESCRIPTION
 PG2062
 PG2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2062'STATION IS LOCATED ABOUT 1 MILE E AND 8 MILES N OF LEWIS ON
 PG2062'THE HIGHEST POINT OF DEERFIELD MOUNTAIN.  IT IS IN A CLEARING
 PG2062'AT THE SOUTHEASTERN EDGE OF THE MOUNTAIN AND 17 PACES S OF A
 PG2062'TRIANGULAR-BLAZED PINE TREE.  IT IS STAMPED DEERFIELD 1942.
 PG2062'
 PG2062'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 PG2062'IN OUTCROPPING BEDROCK.
 PG2062'
 PG2062'REFERENCE MARK NO.1 IS NE OF THE STATION.  IT IS STAMPED
 PG2062'DEERFIELD NO.1 1942.
 PG2062'
 PG2062'REFERENCE MARK NO.2 IS SE OF THE STATION.  IT IS STAMPED
 PG2062'DEERFIELD NO.2 1942.
 PG2062'
 PG2062'11 J 1942 (U.S.G.S.) IS USED AS AN AZIMUTH MARK.  IT IS SE OF
 PG2062'THE STATION, 70 FEET SW OF A SMALL YELLOW HOUSE, 35 FEET E OF
 PG2062'THE CENTER LINE OF U.S. HIGHWAY 9, 27 FEET S OF THE DRIVEWAY TO
 PG2062'THE FARMYARD AND 10 FEET NE OF A WHITE REFERENCE POST.  IT IS
 PG2062'STAMPED 11 J 1942 AND IS A BRONZE U.S.G.S. DISK SET IN A DRILL
 PG2062'HOLE IN BEDROCK.
 PG2062'
 PG2062'TO REACH THE STATION FROM THE POST OFFICE IN LEWIS, GO N ON
 PG2062'U.S. HIGHWAY 9 FOR 7.9 MILES TO THE AZIMUTH MARK ON THE
 PG2062'RIGHT.  CONTINUE AHEAD FOR 1.05 MILES TO A TRACK LOGGING ROAD ON
 PG2062'THE LEFT.  THEN LEFT (FOLLOWING MAIN TRACK ROAD) FOR 2.0 MILES
 PG2062'TO WHERE IT CROSSES A CREEK AND THE END OF TRUCK TRAVEL.  CROSS
 PG2062'CREEK AND FOLLOW A TRAIL (KEEP ON THE LEFT SIDE OF THE CREEK)
 PG2062'PAST AN OLD TAR PAPER SHACK FOR 15 MINUTES.  THEN LEFT (LEAVE
 PG2062'TRAIL) UP MOUNTAIN SIDE TO ITS SUMMIT.  CONTINUE (W) CROSSING
 PG2062'A SADDLE THEN UP SECOND MOUNTAIN TO ITS SUMMIT AND .
 PG2062'STATION.  1 HOUR 45 MINUTES PACK.
 PG2062
 PG2062                          STATION RECOVERY (1961)
 PG2062
 PG2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2062'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 PG2062'WERE RECOVERED AS DESCRIBED IN 1942.  THE LARGE OUTCROPPING
 PG2062'ROCK IN WHICH REFERENCE MARK NO. 2 WAS SET APPEARS TO HAVE
 PG2062'MOVED DOWN THE HILL, AS THE DISTANCE AND DIRECTION DID NOT CHECK.
 PG2062'
 PG2062'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 8-1/2 MILES
 PG2062'SOUTHWEST OF KEESEVILLE, ABOUT 8 MILES NORTH OF LEWIS, ABOUT
 PG2062'7-1/2 MILES SOUTHEAST OF AU SABLE FORKS AND 6 MILES SOUTHEAST
 PG2062'OF CLINTONVILLE.  IT IS ON THE SOUTHEAST EDGE OF DEERFIELD
 PG2062'MOUNTAIN, 49 FEET WEST OF A 14 INCH PINE TREE WITH TRIANGULAR
 PG2062'BLAZE AND 37-1/2 FEET SOUTHWEST OF THE SOUTH END OF A LARGE
 PG2062'OUTCROPPING ROCK.  STATION IS MARKED BY A STANDARD DISK
 PG2062'CEMENTED FLUSH IN DRILLHOLE IN OUTCROPPING BEDROCK AND IS
 PG2062'STAMPED DEERFIELD 1942.
 PG2062'
 PG2062'TO REACH THE STATION FROM THE POST OFFICE IN KEESEVILLE, GO
 PG2062'SOUTH ON U.S. HIGHWAY NO. 9 AND STATE HIGHWAY NO. 22 FOR 4.0
 PG2062'MILES TO THEIR JUNCTION, KEEP RIGHT FORK AND CONTINUE SOUTHERLY
 PG2062'ON U.S. HIGHWAY NO. 9 FOR 5.5 MILES TO THE AZIMUTH MARK ON THE
 PG2062'LEFT.  CONTINUE WEST-SOUTHWEST ON U.S. HIGHWAY NO. 9 FOR 0.2 MILE
 PG2062'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON A GRADED
 PG2062'DIRT ROAD FOR 0.9 MILE TO A CABIN ON THE RIGHT, CONTINUE
 PG2062'WESTERLY FOR 0.1 MILE TO A SIDE ROAD RIGHT.  THIS IS END OF
 PG2062'TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  TURN RIGHT AND FOLLOW
 PG2062'DIM TRACK ROAD NORTHEAST FOR 0.7 MILE TO FORK, TAKE LEFT
 PG2062'FORK AND GO NORTHEASTERLY FOR 0.35 MILE TO FORK, KEEP
 PG2062'RIGHT FORK AND CONTINUE NORTHEASTERLY FOR 0.2 MILE TO
 PG2062'END OF TRAVEL WITH FOUR WHEEL DRIVE VEHICLE.  FROM HERE
 PG2062'PACK NORTHEAST AROUND THE EAST SIDE OF HILL AND THROUGH A
 PG2062'HOLLOW TO THE BASE OF A CLIFF ON THE LEFT.  PICK WAY
 PG2062'WESTERLY UP THROUGH CREVICE TO THE TOP OF CLIFF, CONTINUE
 PG2062'WESTERLY UP HILL TO A LARGE PILE OF ROCK.  CONTINUE
 PG2062'SOUTHWESTERLY DOWN RIDGE AND THROUGH SADDLE TO THE BASE OF
 PG2062'SECOND HILL, CONTINUE WEST AND SOUTH PICKING WAY THROUGH
 PG2062'ROCKS UP HILL TO THE SOUTHEAST END OF SUMMIT AT A SMALL
 PG2062'CLEARING AND STATION AS DESCRIBED.
 PG2062'
 PG2062'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 PG2062'STAMPED 11 J 1942, SET FLUSH IN DRILLHOLE IN A LARGE OUTCROPPING
 PG2062'BEDROCK WHICH PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF
 PG2062'THE GROUND.  IT IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PG2062'A HOUSE, 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN AND
 PG2062'35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 9.
 PG2062'
 PG2062'REFERENCE MARK NO. 1 IS 37 FEET WEST OF A 14 INCH PINE TREE WITH
 PG2062'TRIANGLE BLAZE.  IT IS MARKED BY A STANDARD DISK CEMENTED FLUSH
 PG2062'IN DRILLHOLE IN A OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 36
 PG2062'INCHES ON THE EAST SIDE AND IS STAMPED DEERFIELD NO 1 1942.
 PG2062'
 PG2062'REFERENCE MARK NO. 2 IS 43 FEET SOUTHWEST OF THE 14 INCH PINE
 PG2062'TREE WITH TRIANGLE BLAZE.  IT IS MARKED BY A STANDARD DISK
 PG2062'CEMENTED FLUSH IN DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH
 PG2062'PROJECTS 24 INCHES ON THE EAST SIDE AND IS STAMPED DEERFIELD
 PG2062'NO 2 1942.
 PG2062'
 PG2062'OBSERVATION TAKEN FROM A 4 FOOT WOODEN STAND.  THIS IS A HARD
 PG2062'1 HOUR PACK AND IS DANGEROUS TO PACK AT NIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH2037 ***********************************************************************
 PH2037  DESIGNATION -  DEFERIET MUN WATER TANK
 PH2037  PID         -  PH2037
 PH2037  STATE/COUNTY-  NY/JEFFERSON
 PH2037  USGS QUAD   -  DEFERIET (1982)
 PH2037
 PH2037                         *CURRENT SURVEY CONTROL
 PH2037  ___________________________________________________________________
 PH2037* NAD 83(1996)-  44 02 13.48468(N)    075 40 54.00285(W)     ADJUSTED  
 PH2037* NAVD 88     -                                                        
 PH2037  ___________________________________________________________________
 PH2037  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 PH2037  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 PH2037
 PH2037  HORZ ORDER  -  THIRD
 PH2037
 PH2037.The horizontal coordinates were established by classical geodetic methods
 PH2037.and adjusted by the National Geodetic Survey in January 1999..
 PH2037
 PH2037
 PH2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH2037
 PH2037.The geoid height was determined by GEOID03.
 PH2037
 PH2037;                    North         East     Units Scale Factor Converg.
 PH2037;SPC NY C     -   448,780.569   322,269.722   MT  1.00000171   +0 37 36.5
 PH2037;SPC NY C     - 1,472,374.25  1,057,313.25   sFT  1.00000171   +0 37 36.5
 PH2037;UTM  18      - 4,876,217.000   445,381.920   MT  0.99963669   -0 28 25.9
 PH2037
 PH2037                          SUPERSEDED SURVEY CONTROL
 PH2037
 PH2037  NAD 83(1986)-  44 02 13.49060(N)    075 40 54.00215(W) AD(       ) 4
 PH2037  NAD 27      -  44 02 13.25000(N)    075 40 55.29000(W) AD(       ) 3
 PH2037
 PH2037.Superseded values are not recommended for survey control.
 PH2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2037.See file dsdata.txt to determine how the superseded data were derived.
 PH2037
 PH2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP4538276217(NAD 83)
 PH2037
 PH2037  HISTORY     - Date     Condition        Report By
 PH2037  HISTORY     - 1942     MONUMENTED       CGS
 PH2037  HISTORY     - 1947     SEE DESCRIPTION  AMS
 PH2037  HISTORY     - 19950816 GOOD             USPSQD
 PH2037
 PH2037                          STATION DESCRIPTION
 PH2037
 PH2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PH2037'THIS INTERSECTION STATION IS IN THE N PART OF DEFERIET, 100 YARDS
 PH2037'S OF A HIGH FENCE SURROUNDING THE ST. REGIS SULPHITE PLANT, AND
 PH2037'50 YARDS W OF THE CENTER LINE OF A CINDER ROAD THAT RUNS N AND S.
 PH2037'
 PH2037'THE TANK IS CONSTRUCTED OF STEEL, PAINTED BLACK, AND IS ABOUT
 PH2037'135 FEET HIGH.  IT WAS BUILT IN 1937.
 PH2037'
 PH2037'THE POINT LOCATED WAS A SMALL BLACK BALL AT THE TOP OF THE TANK.
 PH2037
 PH2037                          STATION RECOVERY (1947)
 PH2037
 PH2037'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947
 PH2037'STATION WAS RECOVERED IN GOOD CONDITION.
 PH2037
 PH2037                          STATION RECOVERY (1995)
 PH2037
 PH2037'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4412 ***********************************************************************
 LX4412  DESIGNATION -  DEFIANCE
 LX4412  PID         -  LX4412
 LX4412  STATE/COUNTY-  NY/PUTNAM
 LX4412  USGS QUAD   -  WEST POINT (1981)
 LX4412
 LX4412                         *CURRENT SURVEY CONTROL
 LX4412  ___________________________________________________________________
 LX4412* NAD 83(1996)-  41 22 37.03683(N)    073 54 11.84141(W)     ADJUSTED  
 LX4412* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 LX4412  ___________________________________________________________________
 LX4412  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 LX4412  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LX4412
 LX4412  HORZ ORDER  -  FIRST
 LX4412
 LX4412.The horizontal coordinates were established by classical geodetic methods
 LX4412.and adjusted by the National Geodetic Survey in January 1999..
 LX4412
 LX4412.The orthometric height was scaled from a topographic map.
 LX4412
 LX4412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4412
 LX4412.The geoid height was determined by GEOID03.
 LX4412
 LX4412;                    North         East     Units Scale Factor Converg.
 LX4412;SPC NY E     -   282,578.847   199,912.374   MT  0.99993065   +0 23 40.0
 LX4412;SPC NY E     -   927,094.10    655,879.18   sFT  0.99993065   +0 23 40.0
 LX4412;UTM  18      - 4,581,184.189   591,708.280   MT  0.99970350   +0 43 30.0
 LX4412
 LX4412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4412!SPC NY E     -   0.99995663  x   0.99993065  =   0.99988728
 LX4412!UTM  18      -   0.99995663  x   0.99970350  =   0.99966014
 LX4412
 LX4412:                Primary Azimuth Mark                     Grid Az
 LX4412:SPC NY E     -  DEFIANCE AZ MK                           332 22 44.9
 LX4412:UTM  18      -  DEFIANCE AZ MK                           332 02 54.9
 LX4412
 LX4412|---------------------------------------------------------------------|
 LX4412| PID    Reference Object                     Distance      Geod. Az  |
 LX4412|                                                           dddmmss.s |
 LX4412| CB3959 DEFIANCE AZ MK                                     3324624.9 |
 LX4412|---------------------------------------------------------------------|
 LX4412
 LX4412                          SUPERSEDED SURVEY CONTROL
 LX4412
 LX4412  NAD 83(1986)-  41 22 37.03847(N)    073 54 11.84369(W) AD(       ) 1
 LX4412  NAD 27      -  41 22 36.70549(N)    073 54 13.34613(W) AD(       ) 1
 LX4412
 LX4412.Superseded values are not recommended for survey control.
 LX4412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4412.See file dsdata.txt to determine how the superseded data were derived.
 LX4412
 LX4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9170881184(NAD 83)
 LX4412
 LX4412  HISTORY     - Date     Condition        Report By
 LX4412  HISTORY     - 1932     MONUMENTED       CGS
 LX4412  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX4412  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4412
 LX4412                          STATION DESCRIPTION
 LX4412
 LX4412'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4412'THIS STATION IS ON E SIDE OF HUDSON RIVER ABOUT 2 MILES E OF
 LX4412'GARRISON ON FORT DEFIANCE HILL.  STATION IS APPROXIMATELY IN CENTER
 LX4412'OF TURRET OF A LARGE STONE HOUSE ON TOP OF FORT DEFIANCE HILL,
 LX4412'HOUSE NOW BELONGING TO PROF. CATTELL.  STATION IS NOT MARKED BUT
 LX4412'CAN BE RECOVERED WITH FOLLOWING MEASUREMENTS--
 LX4412
 LX4412                          STATION RECOVERY (1938)
 LX4412
 LX4412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4412'STATION IS ON TURRET OF HOUSE OWNED BY PROF. CATTELL, ON A HIGH
 LX4412'HILL KNOWN AS DEFIANCE HILL, ABOUT 6 MILES AIRLINE NE OF PEEKSKILL
 LX4412'AND ABOUT 3 MILES ESE OF WEST POINT.  MARK IS A STANDARD STATION
 LX4412'MARK SET FLUSH IN TILE ROOF, IN APPROXIMATE CENTER OF STONE TURRET
 LX4412'AND IS STAMPED DEFIANCE 1932-1938.  NO REFERENCE MARKS WERE
 LX4412'SET.  4-FOOT STAND REQUIRED.
 LX4412'
 LX4412'AZIMUTH MARK IS APPROXIMATELY 1.8 MILES NNW OF STATION, 0.75 MILE
 LX4412'N OF GARRISON INN, ALONG R SIDE OF HIGHWAY 9, AND 10 FEET E OF EDGE
 LX4412'OF ROAD ON CURVE.  MARK IS A STANDARD REFERENCE MARK SET IN DRILL
 LX4412'HOLE IN A BOULDER, STAMPED DEFIANCE 1932-1938.
 LX4412'
 LX4412'TO REACH FROM PEEKSKILL, GO N ON 9, 6.55 MILES TO GARRISON
 LX4412'INN.  TURN R ON GRAVEL ROAD AND GO 0.5 MILE TO GRAVEL ROAD R.  TURN
 LX4412'R AND GO 0.1 MILE UPHILL TO A Y.  KEEP STRAIGHT AHEAD 0.55 MILE TO
 LX4412'TOP OF HILL TO HOME OF MR. CATTELL AND STATION ON ROOF OF TURRET.
 LX4412
 LX4412                          STATION RECOVERY (1975)
 LX4412
 LX4412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4412'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS NOW COVERED
 LX4412'WITH ROOFING MATERIAL, BUT CAN EASILY BE LOCATED BY THE PUBLISHED
 LX4412'TIES.  THE AZIMUTH MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN
 LX4412'RTE. 9 WAS WIDENED.  VIEW FROM STATION IS COMPLETELY OPEN.
 LX4412'
 LX4412'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND TRAVIS
 LX4412'CORNER ROAD, AT THE GARRISON GOLF COURSE, GO EAST ON TRAVIS CORNER
 LX4412'ROAD FOR 0.5 MILE TO GRAVEL T-ROAD ON RIGHT, AT A MAILBOX WITH THE
 LX4412'NAME CATTELL.  TURN RIGHT AND GO 0.3 MILE TO FORK.  TAKE RIGHT
 LX4412'FORK AND GO 0.4 MILE TO A HOUSE AND THE STATION.
 LX4412'
 LX4412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4412'2 MILES EAST OF GARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1920 ***********************************************************************
 PH1920  DESIGNATION -  DEKALB
 PH1920  PID         -  PH1920
 PH1920  STATE/COUNTY-  NY/ST LAWRENCE
 PH1920  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH1920
 PH1920                         *CURRENT SURVEY CONTROL
 PH1920  ___________________________________________________________________
 PH1920* NAD 83(1996)-  44 30 13.74479(N)    075 21 35.71841(W)     ADJUSTED  
 PH1920* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 PH1920  ___________________________________________________________________
 PH1920  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 PH1920  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 PH1920
 PH1920  HORZ ORDER  -  SECOND
 PH1920
 PH1920.The horizontal coordinates were established by classical geodetic methods
 PH1920.and adjusted by the National Geodetic Survey in January 1999..
 PH1920
 PH1920.The orthometric height was scaled from a topographic map.
 PH1920
 PH1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1920
 PH1920.The geoid height was determined by GEOID03.
 PH1920
 PH1920;                    North         East     Units Scale Factor Converg.
 PH1920;SPC NY E     -   630,100.237    81,622.050   MT  0.99995748   -0 36 10.0
 PH1920;SPC NY E     - 2,067,253.86    267,788.34   sFT  0.99995748   -0 36 10.0
 PH1920;UTM  18      - 4,927,896.265   471,388.892   MT  0.99961007   -0 15 08.2
 PH1920
 PH1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1920!SPC NY E     -   0.99998492  x   0.99995748  =   0.99994240
 PH1920!UTM  18      -   0.99998492  x   0.99961007  =   0.99959500
 PH1920
 PH1920|---------------------------------------------------------------------|
 PH1920| PID    Reference Object                     Distance      Geod. Az  |
 PH1920|                                                           dddmmss.s |
 PH1920| CZ8160 DEKALB RM 1                          31.688 METERS 00154     |
 PH1920| CZ8161 DEKALB RM 2                          59.098 METERS 08553     |
 PH1920| CZ8159 DEKALB AZ MK                                       2640102.5 |
 PH1920|---------------------------------------------------------------------|
 PH1920
 PH1920                          SUPERSEDED SURVEY CONTROL
 PH1920
 PH1920  NAD 83(1986)-  44 30 13.75187(N)    075 21 35.71988(W) AD(       ) 2
 PH1920  NAD 27      -  44 30 13.53300(N)    075 21 36.94600(W) AD(       ) 2
 PH1920
 PH1920.Superseded values are not recommended for survey control.
 PH1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1920.See file dsdata.txt to determine how the superseded data were derived.
 PH1920
 PH1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7138927896(NAD 83)
 PH1920
 PH1920  HISTORY     - Date     Condition        Report By
 PH1920  HISTORY     - 1942     MONUMENTED       CGS
 PH1920  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 PH1920  HISTORY     - 1975     SEE DESCRIPTION  BAKER
 PH1920
 PH1920                          STATION DESCRIPTION
 PH1920
 PH1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 PH1920'STATION IS LOCATED ABOUT 1 MILE NNW OF DE KALB AND 6.5 MILES NNE
 PH1920'OF RICHVILLE ON THE PROPERTY OF MR. RALPH GILSON.  STATION IS
 PH1920'LOCATED ON THE HEIGHT OF LAND IN THE SW CORNER OF MR. GILSONS
 PH1920'PASTURE.  MARK IS 8 PACES N OF THE ROAD FENCE, 60 FEET ENE OF A
 PH1920'TRIANGULAR BLAZED 20-INCH MAPLE TREE, 22 PACES WNW OF A TELEPHONE
 PH1920'POLE AND 77.5 FEET ENE OF THE SW CORNER OF THE PASTURE.  MARK IS
 PH1920'STAMPED DEKALB 1942 AND PROJECTS ABOUT 5 INCHES.
 PH1920'
 PH1920'REFERENCE MARK NO. 1 IS 9 PACES E OF THE N-S FENCE AND OPPOSITE
 PH1920'A 10-INCH DOUBLE ELM TREE IN THE FENCE LINE.  MARK IS SET IN
 PH1920'BEDROCK AND IS STAMPED DEKALB NO. 1 1942.
 PH1920'
 PH1920'REFERENCE MARK NO. 2 IS SET IN 10 BY 4 FT. OUTCROPPING WHICH
 PH1920'PROJECTS ABOUT 18 INCHES.  MARK IS 15 PACES N OF THE ROAD FENCE
 PH1920'AND 25 PACES NW OF A TELEPHONE POLE.  MARK IS STAMPED DEKALB NO. 2
 PH1920'1942.
 PH1920'
 PH1920'AZIMUTH MARK IS 26 PACES N OF THE CENTER LINE OF THE ROAD, 19
 PH1920'PACES N OF ROAD FENCE, 17 PACES N OF TELEPHONE POLE NO. M R T 60
 PH1920'WHICH IS ON THE NORTH SIDE OF THE ROAD.  MARK IS SET IN A LARGE
 PH1920'OUTCROP NEAR THE SE CORNER OF THE PASTURE.  MARK IS STAMPED
 PH1920'DEKALB 1942.  TO REACH FROM THE STATION CONTINUE STRAIGHT AHEAD
 PH1920'W, ON THE ROAD TO THE STATION FOR 0.3 MILE TO MARK ON THE RIGHT.
 PH1920'
 PH1920'TO REACH THE STATION FROM DEKALB GO N ON STATE ROUTE 87 FROM
 PH1920'MR. D. A. MOORES STORE FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN
 PH1920'LEFT OVER A BRIDGE AND GO W FOR 0.6 MILE TO A FORK, TAKE LEFT
 PH1920'FORK AND GO 0.4 MILE TO STATION AT THE TOP OF A GRADE AND
 PH1920'OPPOSITE POWER POLE NO. S L U 37.
 PH1920'
 PH1920'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PH1920
 PH1920                          STATION RECOVERY (1974)
 PH1920
 PH1920'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 PH1920'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES TO
 PH1920'RMS AND AZ. MARK NOT CHECKED.  STATION IS LOCATED IN OPEN AREA AND
 PH1920'AZ. MK. VISIBLE FROM STATION.
 PH1920'
 PH1920'STATION MARK IS A STANDARD DISK STAMPED DEKALB 1942, SET IN A
 PH1920'12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 5 INCHES.
 PH1920'
 PH1920'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEKALB NO
 PH1920'1 1942, CEMENTED IN A DRILL HOLE IN BEDROCK.
 PH1920'
 PH1920'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEKALB NO
 PH1920'2 1942, CEMENTED IN A DRILL HOLE IN A 20 X 10-FOOT ROCK OUTCROP
 PH1920'THAT PROJECTS 18 INCHES.
 PH1920'
 PH1920'AZIMUTH MARK IS A STANDARD DISK STAMPED DEKALB 1942, CEMENTED IN
 PH1920'A DRILL HOLE IN LARGE ROCK OUTCROP PROJECTING 4 FEET.  IT IS 26
 PH1920'PACES NORTH OF CENTER LINE OF ROAD AND 17 PACES NORTH OF TELEPHONE
 PH1920'POLE NO. 60.
 PH1920'
 PH1920'TO REACH STATION FROM THE CENTER OF DEKALB, GO NORTH ON N.Y.
 PH1920'RTE. 87 FOR 0.2 MILE.  TAKE SIDE ROAD LEFT, ACROSS BRIDGE, AND GO
 PH1920'0.6 MILE.  TAKE LEFT FORK AND GO 0.4 MILE TO STATION AT TOP OF
 PH1920'GRADE.
 PH1920
 PH1920                          STATION RECOVERY (1975)
 PH1920
 PH1920'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975 (KFH)
 PH1920'DEKALB 1942 GOOD
 PH1920'
 PH1920'DEKALB NO. 2 1942 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1410 ***********************************************************************
 NC1410  DESIGNATION -  DEKDEBRUN
 NC1410  PID         -  NC1410
 NC1410  STATE/COUNTY-  NY/ERIE
 NC1410  USGS QUAD   -  BUFFALO NE (1965)
 NC1410
 NC1410                         *CURRENT SURVEY CONTROL
 NC1410  ___________________________________________________________________
 NC1410* NAD 83(1996)-  42 57 35.47180(N)    078 45 55.24342(W)     ADJUSTED  
 NC1410* NAVD 88     -       208.6    (meters)     684.     (feet)  VERTCON   
 NC1410  ___________________________________________________________________
 NC1410  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NC1410  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 NC1410
 NC1410  HORZ ORDER  -  FIRST
 NC1410
 NC1410.The horizontal coordinates were established by classical geodetic methods
 NC1410.and adjusted by the National Geodetic Survey in January 1999..
 NC1410
 NC1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1410
 NC1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1410
 NC1410.The geoid height was determined by GEOID03.
 NC1410
 NC1410;                    North         East     Units Scale Factor Converg.
 NC1410;SPC NY W     -   328,726.389   335,149.828   MT  0.99994021   -0 07 26.5
 NC1410;SPC NY W     - 1,078,496.49  1,099,570.73   sFT  0.99994021   -0 07 26.5
 NC1410;UTM  17      - 4,758,779.469   682,264.921   MT  1.00000870   +1 31 23.9
 NC1410
 NC1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1410!SPC NY W     -   0.99997280  x   0.99994021  =   0.99991302
 NC1410!UTM  17      -   0.99997280  x   1.00000870  =   0.99998150
 NC1410
 NC1410|---------------------------------------------------------------------|
 NC1410| PID    Reference Object                     Distance      Geod. Az  |
 NC1410|                                                           dddmmss.s |
 NC1410| AE2158 DEKDEBRUN RM 1                       27.700 METERS 05509     |
 NC1410| CZ9313 DEKDEBRUN RM 2                       27.163 METERS 17233     |
 NC1410| CZ9314 DEKDEBRUN RM 3                                     2775132.3 |
 NC1410|---------------------------------------------------------------------|
 NC1410
 NC1410                          SUPERSEDED SURVEY CONTROL
 NC1410
 NC1410  NAD 83(1986)-  42 57 35.47787(N)    078 45 55.24088(W) AD(       ) 1
 NC1410  NAD 27      -  42 57 35.26924(N)    078 45 56.12412(W) AD(       ) 1
 NC1410  NGVD 29 (07/19/86)  208.7    (m)          685.     (f) VERT ANG       
 NC1410
 NC1410.Superseded values are not recommended for survey control.
 NC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1410.See file dsdata.txt to determine how the superseded data were derived.
 NC1410
 NC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8226558779(NAD 83)
 NC1410_MARKER: DS = TRIANGULATION STATION DISK
 NC1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1410+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2000
 NC1410
 NC1410  HISTORY     - Date     Condition        Report By
 NC1410  HISTORY     - 1972     MONUMENTED       NGS
 NC1410  HISTORY     - 1988     GOOD             LOCSUR
 NC1410  HISTORY     - 20001101 GOOD             INDIV
 NC1410
 NC1410                          STATION DESCRIPTION
 NC1410
 NC1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1410'STATION IS ABOUT 2-1/2 MILES NORTHWEST OF THE BUFFALO
 NC1410'INTERNATIONAL AIRPORT, 1 MILE WEST OF THE CITY OF WILLIAMSVILLE,
 NC1410'IN THE NORTHEAST CLOVERLEAF OF THE INTERSECTION OF STATE
 NC1410'HIGHWAY 5, AND INTERSTATE HIGHWAY 290 AND ON PROPERTY OWNED
 NC1410'BY THE STATE.
 NC1410'
 NC1410'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND
 NC1410'277 (MAIN STREET AND UNION STREET) IN WILLIAMSVILLE, GO WEST ON
 NC1410'HIGHWAY 5 FOR 0.5 MILE TO THE JUNCTION OF INTERSTATE 290 AND THE
 NC1410'STATION IN THE NORTHEAST CLOVERLEAF AS DESCRIBED.
 NC1410'
 NC1410'STATION MARK, STAMPED DEKDEBRUN 1972, IS A STANDARD DISK
 NC1410'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 254
 NC1410'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE CROSSING
 NC1410'HIGHWAY 290, 146 FEET NORTHEAST OF A STREET LIGHT POLE NUMBERED
 NC1410'5040, 122 FEET WEST OF A STREET LIGHT POLE NUMBERED 7704,
 NC1410'111 FEET NORTH OF THE NORTH CURB OF THE WEST BOUND LANE OF
 NC1410'HIGHWAY 5 AND 5.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 NC1410'
 NC1410'REFERENCE MARK 1, STAMPED DEKDEBRUN NO 1 1972, IS A STANDARD
 NC1410'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 NC1410'123 FEET NORTH OF A CONCRETE CULVERT, 97 FEET NORTH OF LIGHT
 NC1410'POLE NUMBER 7704, 84 FEET WEST OF CENTER OF AN APPROACH RAMP TO
 NC1410'THE WEST BOUND LANE OF HIGHWAY 5 AND 1.5 FEET SOUTHWEST OF A
 NC1410'METAL WITNESS POST.
 NC1410'
 NC1410'REFERENCE MARK 2, STAMPED DEKDEBRUN NO 2 1972, IS A STANDARD
 NC1410'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 NC1410'93 FEET EAST OF LIGHT POLE NUMBER 5040, 51 FEET WEST OF THE
 NC1410'CONCRETE CULVERT, 22 FEET NORTH OF THE NORTH CURB OF WEST BOUND
 NC1410'HIGHWAY 5 AND 21 FEET SOUTHEAST OF A SMALL MAPLE TREE.
 NC1410'
 NC1410'REFERENCE MARK 3, STAMPED DEKDEBRUN NO 3 1972, IS A STANDARD
 NC1410'DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 NC1410'CONCRETE SIDEWALK AROUND A SWIMMING POOL.  IT IS 46 FEET
 NC1410'NORTHWEST OF A QUALITY MOTEL SIGN, 6 FEET NORTHEAST OF THE
 NC1410'NORTHEAST CORNER OF A FENCE AROUND THE POOL AND 5.4 FEET SOUTH
 NC1410'OF THE NORTHEAST CORNER OF THE SIDEWALK.
 NC1410'
 NC1410'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON HIGHWAY
 NC1410'5 FOR 0.25 MILE TO THE LORD AMHERST MOTEL AND LAUBES RESTAURANT
 NC1410'ON THE RIGHT.  TURN RIGHT AND GO NORTH AROUND THE EAST SIDE OF THE
 NC1410'RESTAURANT FOR 0.1 MILE TO A SWIMMING POOL AND THE MARK AS
 NC1410'DESCRIBED.
 NC1410'
 NC1410'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NC1410
 NC1410                          STATION RECOVERY (1988)
 NC1410
 NC1410'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (OG)
 NC1410'RECOVERED IN GOOD CONDITION.
 NC1410
 NC1410                          STATION RECOVERY (2000)
 NC1410
 NC1410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (KMS)
 NC1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE2158 ***********************************************************************
 AE2158  CBN         -  This is a Cooperative Base Network Control Station.
 AE2158  DESIGNATION -  DEKDEBRUN RM 1
 AE2158  PID         -  AE2158
 AE2158  STATE/COUNTY-  NY/ERIE
 AE2158  USGS QUAD   -  BUFFALO NE (1965)
 AE2158
 AE2158                         *CURRENT SURVEY CONTROL
 AE2158  ___________________________________________________________________
 AE2158* NAD 83(1996)-  42 57 35.98473(N)    078 45 54.24046(W)     ADJUSTED  
 AE2158* NAVD 88     -       207.9    (meters)     682.     (feet)  GPS OBS   
 AE2158  ___________________________________________________________________
 AE2158  X           -     910,862.811 (meters)                     COMP
 AE2158  Y           -  -4,585,518.234 (meters)                     COMP
 AE2158  Z           -   4,324,368.131 (meters)                     COMP
 AE2158  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AE2158  ELLIP HEIGHT-         172.69  (meters)          (09/18/02) GPS OBS
 AE2158  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 AE2158
 AE2158  HORZ ORDER  -  B
 AE2158  ELLP ORDER  -  FOURTH    CLASS II
 AE2158
 AE2158.The horizontal coordinates were established by GPS observations
 AE2158.and adjusted by the National Geodetic Survey in July 1997..
 AE2158
 AE2158.The orthometric height was determined by GPS observations and a
 AE2158.high-resolution geoid model.
 AE2158
 AE2158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2158
 AE2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2158
 AE2158.The ellipsoidal height was determined by GPS observations
 AE2158.and is referenced to NAD 83.
 AE2158
 AE2158.The geoid height was determined by GEOID03.
 AE2158
 AE2158;                    North         East     Units Scale Factor Converg.
 AE2158;SPC NY W     -   328,742.167   335,172.593   MT  0.99994020   -0 07 25.9
 AE2158;SPC NY W     - 1,078,548.26  1,099,645.42   sFT  0.99994020   -0 07 25.9
 AE2158;UTM  17      - 4,758,795.897   682,287.224   MT  1.00000880   +1 31 24.6
 AE2158
 AE2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2158!SPC NY W     -   0.99997292  x   0.99994020  =   0.99991312
 AE2158!UTM  17      -   0.99997292  x   1.00000880  =   0.99998172
 AE2158
 AE2158                          SUPERSEDED SURVEY CONTROL
 AE2158
 AE2158  ELLIP H (07/22/97)  172.72   (m)                       GP(       ) 1 1
 AE2158
 AE2158.Superseded values are not recommended for survey control.
 AE2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2158.See file dsdata.txt to determine how the superseded data were derived.
 AE2158
 AE2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8228758796(NAD 83)
 AE2158_MARKER: DZ = AZIMUTH MARK DISK
 AE2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2158_STAMPING: DEKDEBRUN NO 1 1972
 AE2158_MARK LOGO: NGS   
 AE2158_PROJECTION: FLUSH
 AE2158_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2158+STABILITY: SURFACE MOTION
 AE2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2158+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AE2158
 AE2158  HISTORY     - Date     Condition        Report By
 AE2158  HISTORY     - 1972     MONUMENTED       NGS
 AE2158  HISTORY     - 19971001 GOOD             FA
 AE2158  HISTORY     - 19981006 GOOD             FA
 AE2158  HISTORY     - 19990203 GOOD             FA
 AE2158  HISTORY     - 20001016 GOOD             LOCSUR
 AE2158  HISTORY     - 20010727 GOOD             LOCSUR
 AE2158  HISTORY     - 20011127 GOOD             LOCSUR
 AE2158  HISTORY     - 20040309 GOOD             INDIV
 AE2158
 AE2158                          STATION DESCRIPTION
 AE2158
 AE2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AE2158'RECOVERED AS DESCRIBED IN THE DESCRIPTION OF DEKDEBRUN, PID NC1410.
 AE2158'AZIMUTH MARK IS MARKED BY A USGS WITNESS SIGN ON A STEEL POST.  IT IS
 AE2158'20.8 M (68.24 FT) WEST OF THE EDGE-OF-PAVEMENT OF THE RAMP FROM
 AE2158'NORTHBOUND I-290 TO NY 5 WEST, 27.7 M (90.88 FT) NORTHEAST OF STATION
 AE2158'DEKDEBRUN, RECOVERED, AND 29.6 M (97.11 FT) NORTH OF A STELL STREET
 AE2158'LIGHT POLE NUMBER 770-4.  A RAILROAD SPIKE WAS DRIVEN INTO THE GROUND
 AE2158'ON THE SOUTHEAST SIDE OF THE MONUMENT.
 AE2158
 AE2158                          STATION RECOVERY (1997)
 AE2158
 AE2158'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 AE2158'GOOD.
 AE2158
 AE2158                          STATION RECOVERY (1998)
 AE2158
 AE2158'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 AE2158'DESCRIPTION ADEQUATE.
 AE2158
 AE2158                          STATION RECOVERY (1999)
 AE2158
 AE2158'RECOVERY NOTE BY FISHER ASSOCIATES 1999 (MB)
 AE2158'GOOD.
 AE2158
 AE2158                          STATION RECOVERY (2000)
 AE2158
 AE2158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (SN)
 AE2158'RECOVERED IN GOOD CONDITION.
 AE2158
 AE2158                          STATION RECOVERY (2001)
 AE2158
 AE2158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DH)
 AE2158'RECOVERED AS DESCRIBED.
 AE2158'
 AE2158
 AE2158                          STATION RECOVERY (2001)
 AE2158
 AE2158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SN)
 AE2158'DESCRIPTION IS ADEQUATE
 AE2158
 AE2158                          STATION RECOVERY (2004)
 AE2158
 AE2158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MJM)
 AE2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0021 ***********************************************************************
 NA0021  DESIGNATION -  DELANSON
 NA0021  PID         -  NA0021
 NA0021  STATE/COUNTY-  NY/SCHENECTADY
 NA0021  USGS QUAD   -  GALLUPVILLE (1978)
 NA0021
 NA0021                         *CURRENT SURVEY CONTROL
 NA0021  ___________________________________________________________________
 NA0021* NAD 83(1986)-  42 44 36.     (N)    074 11 18.     (W)     SCALED    
 NA0021* NAVD 88     -       247.551  (meters)     812.17   (feet)  ADJUSTED  
 NA0021  ___________________________________________________________________
 NA0021  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 NA0021  DYNAMIC HT  -         247.474 (meters)     811.92  (feet)  COMP
 NA0021  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NA0021
 NA0021  VERT ORDER  -  FIRST     CLASS II
 NA0021
 NA0021.The horizontal coordinates were scaled from a topographic map and have
 NA0021.an estimated accuracy of +/- 6 seconds.
 NA0021
 NA0021.The orthometric height was determined by differential leveling
 NA0021.and adjusted by the National Geodetic Survey in June 1991..
 NA0021
 NA0021.The geoid height was determined by GEOID03.
 NA0021
 NA0021.The dynamic height is computed by dividing the NAVD 88
 NA0021.geopotential number by the normal gravity value computed on the
 NA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0021.degrees latitude (g = 980.6199 gals.).
 NA0021
 NA0021.The modeled gravity was interpolated from observed gravity values.
 NA0021
 NA0021;                    North         East    Units  Estimated Accuracy
 NA0021;SPC NY E     -   434,210.      175,520.      MT  (+/- 180 meters Scaled)
 NA0021
 NA0021                          SUPERSEDED SURVEY CONTROL
 NA0021
 NA0021  NGVD 29 (??/??/92)  247.686  (m)          812.62   (f) ADJ UNCH    1 2
 NA0021
 NA0021.Superseded values are not recommended for survey control.
 NA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0021.See file dsdata.txt to determine how the superseded data were derived.
 NA0021
 NA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN664326(NAD 83)
 NA0021_MARKER: DB = BENCH MARK DISK
 NA0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0021_SP_SET: CULVERT
 NA0021_STAMPING: DELANSON 1942
 NA0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0021
 NA0021  HISTORY     - Date     Condition        Report By
 NA0021  HISTORY     - 1942     MONUMENTED       CGS
 NA0021  HISTORY     - 1987     GOOD             USPSQD
 NA0021  HISTORY     - 19990418 GOOD             USPSQD
 NA0021
 NA0021                          STATION DESCRIPTION
 NA0021
 NA0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0021'0.1 MI W FROM DELANSON.
 NA0021'0.1 MILE WEST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0021'AT DELANSON, SCHENECTADY COUNTY, AT A LARGE CONCRETE CULVERT, IN THE
 NA0021'TOP OF THE WEST END OF THE SOUTH HEADWALL, AND ABOUT 1 FOOT LOWER
 NA0021'THAN THE TRACK.  A STANDARD DISK, STAMPED DELANSON 1942.
 NA0021
 NA0021                          STATION RECOVERY (1987)
 NA0021
 NA0021'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCG)
 NA0021'RECOVERED IN GOOD CONDITION.
 NA0021
 NA0021                          STATION RECOVERY (1999)
 NA0021
 NA0021'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0984 ***********************************************************************
 LY0984  DESIGNATION -  DELAWARE RIVER
 LY0984  PID         -  LY0984
 LY0984  STATE/COUNTY-  NY/DELAWARE
 LY0984  USGS QUAD   -  HANCOCK (1992)
 LY0984
 LY0984                         *CURRENT SURVEY CONTROL
 LY0984  ___________________________________________________________________
 LY0984* NAD 83(1986)-  41 57 19.     (N)    075 17 56.     (W)     SCALED    
 LY0984* NAVD 88     -       295.513  (meters)     969.53   (feet)  ADJUSTED  
 LY0984  ___________________________________________________________________
 LY0984  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LY0984  DYNAMIC HT  -         295.413 (meters)     969.20  (feet)  COMP
 LY0984  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LY0984
 LY0984  VERT ORDER  -  FIRST     CLASS II
 LY0984
 LY0984.The horizontal coordinates were scaled from a topographic map and have
 LY0984.an estimated accuracy of +/- 6 seconds.
 LY0984
 LY0984.The orthometric height was determined by differential leveling
 LY0984.and adjusted by the National Geodetic Survey in June 1991..
 LY0984
 LY0984.The geoid height was determined by GEOID03.
 LY0984
 LY0984.The dynamic height is computed by dividing the NAVD 88
 LY0984.geopotential number by the normal gravity value computed on the
 LY0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0984.degrees latitude (g = 980.6199 gals.).
 LY0984
 LY0984.The modeled gravity was interpolated from observed gravity values.
 LY0984
 LY0984;                    North         East    Units  Estimated Accuracy
 LY0984;SPC NY E     -   346,940.       83,770.      MT  (+/- 180 meters Scaled)
 LY0984
 LY0984                          SUPERSEDED SURVEY CONTROL
 LY0984
 LY0984  NGVD 29 (??/??/92)  295.659  (m)          970.01   (f) ADJ UNCH    1 2
 LY0984
 LY0984.Superseded values are not recommended for survey control.
 LY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0984.See file dsdata.txt to determine how the superseded data were derived.
 LY0984
 LY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM752448(NAD 83)
 LY0984_MARKER: DB = BENCH MARK DISK
 LY0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0984_SP_SET: BRIDGE
 LY0984_STAMPING: DELAWARE RIVER 1934
 LY0984_MARK LOGO: CGS   
 LY0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0984
 LY0984  HISTORY     - Date     Condition        Report By
 LY0984  HISTORY     - 1934     MONUMENTED       CGS
 LY0984  HISTORY     - 1961     GOOD             NGS
 LY0984  HISTORY     - 1982     GOOD             NGS
 LY0984
 LY0984                          STATION DESCRIPTION
 LY0984
 LY0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY0984'AT HANCOCK.
 LY0984'0.7 MILE NORTH ALONG THE NEW YORK, ONTARIO AND WESTERN RAILWAY
 LY0984'FROM THE STATION AT HANCOCK, DELAWARE COUNTY, AT THE N.Y.O AND W.
 LY0984'RY. BRIDGE OVER STATE HIGHWAY 17 AND THE ERIE RAILROAD, IN THE
 LY0984'SOUTH END OF THE WEST WING WALL OF THE NORTH ABUTMENT, 2 YARDS
 LY0984'WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND ABOUT 1 FOOT
 LY0984'LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 LY0984'DELAWARE RIVER 1934.
 LY0984
 LY0984                          STATION RECOVERY (1982)
 LY0984
 LY0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0984'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI)
 LY0984'NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF STATE HIGHWAY
 LY0984'191 IN HANCOCK, TO THE MARK ON THE RIGHT, IN THE SOUTH END OF THE
 LY0984'NORTH ABUTMENT OF AN ABANDONED RAILROAD BRIDGE OVER THE HIGHWAY.
 LY0984'STAMPING IS DEL. RIVER 1934.
 LY0984'THE MARK IS 6.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2083 ***********************************************************************
 NA2083  DESIGNATION -  DELHI
 NA2083  PID         -  NA2083
 NA2083  STATE/COUNTY-  NY/DELAWARE
 NA2083  USGS QUAD   -  DELHI (1982)
 NA2083
 NA2083                         *CURRENT SURVEY CONTROL
 NA2083  ___________________________________________________________________
 NA2083* NAD 83(1996)-  42 17 17.71618(N)    074 53 00.61294(W)     ADJUSTED  
 NA2083* NAVD 88     -       687.9    (meters)    2257.     (feet)  VERTCON   
 NA2083  ___________________________________________________________________
 NA2083  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 NA2083  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 NA2083
 NA2083  HORZ ORDER  -  FIRST
 NA2083
 NA2083.The horizontal coordinates were established by classical geodetic methods
 NA2083.and adjusted by the National Geodetic Survey in January 1999..
 NA2083
 NA2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2083
 NA2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2083
 NA2083.The geoid height was determined by GEOID03.
 NA2083
 NA2083;                    North         East     Units Scale Factor Converg.
 NA2083;SPC NY E     -   383,686.244   118,373.377   MT  0.99991230   -0 15 29.0
 NA2083;SPC NY E     - 1,258,810.62    388,363.32   sFT  0.99991230   -0 15 29.0
 NA2083;UTM  18      - 4,681,788.167   509,604.291   MT  0.99960113   +0 04 42.2
 NA2083
 NA2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2083!SPC NY E     -   0.99989685  x   0.99991230  =   0.99980916
 NA2083!UTM  18      -   0.99989685  x   0.99960113  =   0.99949802
 NA2083
 NA2083:                Primary Azimuth Mark                     Grid Az
 NA2083:SPC NY E     -  DELHI AZ MK                              025 46 01.0
 NA2083:UTM  18      -  DELHI AZ MK                              025 25 49.8
 NA2083
 NA2083|---------------------------------------------------------------------|
 NA2083| PID    Reference Object                     Distance      Geod. Az  |
 NA2083|                                                           dddmmss.s |
 NA2083| CZ8162 DELHI AZ MK                                        0253032.0 |
 NA2083| CZ8163 DELHI RM 1                           34.290 METERS 13103     |
 NA2083| CZ8164 DELHI RM 2                           36.807 METERS 26004     |
 NA2083|---------------------------------------------------------------------|
 NA2083
 NA2083                          SUPERSEDED SURVEY CONTROL
 NA2083
 NA2083  NAD 83(1986)-  42 17 17.72046(N)    074 53 00.61431(W) AD(       ) 1
 NA2083  NAD 27      -  42 17 17.41968(N)    074 53 02.03312(W) AD(       ) 1
 NA2083  NGVD 29 (07/19/86)  688.0    (m)         2257.     (f) VERT ANG       
 NA2083
 NA2083.Superseded values are not recommended for survey control.
 NA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2083.See file dsdata.txt to determine how the superseded data were derived.
 NA2083
 NA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM0960481788(NAD 83)
 NA2083_MARKER: DS = TRIANGULATION STATION DISK
 NA2083_SETTING: 66 = SET IN ROCK OUTCROP
 NA2083_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NA2083
 NA2083  HISTORY     - Date     Condition        Report By
 NA2083  HISTORY     - 1940     MONUMENTED       CGS
 NA2083  HISTORY     - 1966     GOOD             LOCENG
 NA2083  HISTORY     - 1975     GOOD             NGS
 NA2083  HISTORY     - 19891102 MARK NOT FOUND   USGS
 NA2083
 NA2083                          STATION DESCRIPTION
 NA2083
 NA2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2083'ON A HIGH TIMBERED RIDGE ABOUT 1-3/4 MILES NORTHEAST OF DELHI
 NA2083'ON THE LAWRENCE TWEEDY PROPERTY.  THE STATION IS MARKED BY A
 NA2083'STANDARD TRIANGULATION DISK SET IN BEDROCK ABOUT 14 INCHES BELOW
 NA2083'THE SURFACE OF THE GROUND, STAMPED DELHI 1940.  A WHITE WOODEN
 NA2083'POST WITH THE STENCILED LETTERING U S C AND G S IS SET ABOUT 6
 NA2083'FEET NORTH OF THE STATION.
 NA2083'
 NA2083'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND IS MARKED BY
 NA2083'A STANDARD REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT 12
 NA2083'INCHES SQUARE AT THE TOP AND PROJECTS ABOUT 6 INCHES ABOVE THE
 NA2083'SURFACE OF THE GROUND, ABOUT 6 FEET EAST OF THE CENTERLINE OF
 NA2083'THE ROAD LEADING TO THE STATION.  THE MARK IS STAMPED DELHI NO 1
 NA2083'1940.
 NA2083'
 NA2083'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND IS MARKED BY A
 NA2083'STANDARD REFERENCE MARK DISK SET IN BEDROCK OUTCROP THAT IS
 NA2083'ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE
 NA2083'SURFACE OF THE GROUND.  THE MARK IS STAMPED DELHI NO 2 1940.
 NA2083'
 NA2083'THE AZIMUTH MARK IS LOCATED ABOUT 1 MILE EAST OF THE STATION
 NA2083'ON THE LEFT (SOUTHWEST) SIDE OF A ROAD JUST INSIDE A FENCE, IN
 NA2083'A LARGE BOULDER THAT IS 6 BY 12 FEET AND ABOUT 4 FEET HIGH.  A
 NA2083'WHITE WOODEN POST WITH STENCILED LETTERING U S C AND G S R M IS
 NA2083'SET ABOUT 6 FEET FROM AND ON THE ROAD SIDE OF THE MARK.  IT IS A
 NA2083'STANDARD AZIMUTH-MARK DISK STAMPED DELHI 1940.
 NA2083'
 NA2083'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 NA2083'HIGHWAYS 10 AND 28 AT THE NORTHEAST EDGE OF DELHI, GO NORTHEASTERLY
 NA2083'ON STATE HIGHWAY 10 FOR 3.45 MILES TO A SIDE ROAD LEFT UP HILL,
 NA2083'THENCE LEFT ON DIRT ROAD 0.2 MILE TO AZIMUTH MARK ON LEFT IN
 NA2083'LARGE BOULDER, 14 FEET INSIDE THE FENCE LINE AND 16 PACES
 NA2083'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 NA2083'
 NA2083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 NA2083'28 AT THE NORTHEAST EDGE OF DELHI, GO NORTHEAST ON STATE HIGHWAY
 NA2083'10 FOR ABOUT 50 YARDS TO THE FIRST STREET RIGHT, THENCE LEAVE
 NA2083'STATE HIGHWAY 10, TURN RIGHT AND FOLLOW PAVED ROAD NORTHEAST FOR
 NA2083'0.8 MILE TO A FORK, THENCE LEAVE PAVED ROAD, TAKE RIGHT FORK UP
 NA2083'AROUND LEFT SIDE OF MOUNTAIN FOR 1.85 MILES TO A SIDE ROAD
 NA2083'RIGHT, TURN RIGHT AND GO SOUTHEAST UP STEEP HILL FOR 0.3 MILE TO
 NA2083'TOP OF RIDGE, THENCE LEAVE MAIN ROAD, TURN RIGHT THROUGH GAP IN
 NA2083'STONE FENCE AND FOLLOW DIM TRACK ROAD ACROSS FIELD AND
 NA2083'THROUGH WOODS NORTHERLY FOR 0.4 MILE TO HIGHEST POINT AND
 NA2083'STATION.  THIS POINT IS AT THE END OF THE DIM TRACK ROAD AND IS
 NA2083'AN OLD ABANDONED SAWMILL SITE.
 NA2083'
 NA2083'WHITE POSTS WERE SET AT STATION AND AZIMUTH MARKS.
 NA2083'
 NA2083'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NA2083
 NA2083                          STATION RECOVERY (1966)
 NA2083
 NA2083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 NA2083'THE AREA COVERED BY YOUR DESCRIPTION OF THE AZIMUTH MARK WAS
 NA2083'EXAMINED.  THE FENCES AND ROADS REFERRED TO WERE
 NA2083'AUTHENTICATED.  THE BOULDER (6X12) WAS NOT FOUND, ALTHOUGH OTHER
 NA2083'BOULDERS ARE PLENTIFUL IN THE AREA.  ALL WERE EXAMINED FOR THE
 NA2083'STANDARD DISK CALLED FOR, BUT IT WAS NOT FOUND.  IT IS OUR BELIEF
 NA2083'THAT BECAUSE OF THE STEEPNESS OF THE TERRAIN, THIS BOULDER COULD
 NA2083'HAVE BEEN DELIBERATELY REMOVED TO PREVENT ITS FALLING INTO THE
 NA2083'ROAD BELOW.  THE WHITE WOODEN POST WITH STENCELING WAS NOT FOUND
 NA2083'EITHER.
 NA2083
 NA2083                          STATION RECOVERY (1975)
 NA2083
 NA2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2083'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2083'CONDITION.  AZIMUTH MARK COULD NOT BE FOUND.  IT APPEARS THE
 NA2083'ROAD HAS BEEN CHANGED HERE.  RM 2 IS NORTHWEST OF STATION, NOT
 NA2083'WEST AS DESCRIBED IN 1940.  DISTANCE AND ANGLES TO REFERENCE
 NA2083'MARKS WERE NOT CHECKED.  VIEW FROM STATION IS COMPLETELY BLOCKED
 NA2083'BY TREES UP TO 40 AND 50 FEET HIGH.
 NA2083'
 NA2083'STATION IS LOCATED ON A TIMBERED RIDGE, IN THE EAST TRACK OF
 NA2083'OLD WOODS ROAD.  STATION MARK IS A STANDARD DISK STAMPED DELHI
 NA2083'1940, SET IN CONCRETE 15 INCHES BELOW GROUND.  IT IS 28 FEET
 NA2083'SOUTHEAST OF A LARGE PROMINENT ROCK 5 X 10 FEET IN SIZE AND
 NA2083'PROJECTING 3 FEET FROM GROUND, IN AN OPEN AREA TO EAST OF A
 NA2083'SPRUCE THICKET, WHERE THE ROAD MAKES A QUICK 60-DEGREE TURN FROM
 NA2083'NORTH TO NORTHWEST, AND IS 8 FEET WEST OF A METAL WITNESS SIGN
 NA2083'NAILED ONTO A 4-INCH TREE.  NOTE--SOME BOULDERS WERE PUT ON
 NA2083'TOP OF THE STATION MARK TO FILL THE HOLE UP TO LEVEL WITH THE
 NA2083'ROAD.
 NA2083'
 NA2083'RM NO. 1 IS A STANDARD DISK STAMPED DELHI NO 1 1940, SET IN
 NA2083'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 NA2083'FROM GROUND.  IT IS 6 FEET EAST OF CENTER LINE OF THE WOODS ROAD,
 NA2083'10 FEET SOUTHEAST OF END OF SPRUCE THICKET AND 3 FEET LOWER THAN
 NA2083'STATION MARK.
 NA2083'
 NA2083'RM NO. 2 IS A STANDARD DISK STAMPED DELHI NO 2 1940, CEMENTED
 NA2083'IN A DRILL HOLE IN THE EAST END OF A 4 X 4-FOOT ROCK SLAB
 NA2083'PROJECTING 6 INCHES FROM GROUND.  IT IS 33 FEET WEST OF CENTER
 NA2083'LINE OF THE ROAD AND 2 FEET LOWER THAN STATION MARK.
 NA2083'
 NA2083'TO REACH STATION FROM THE JUNCTION OF NY RTES. 10 AND 28 IN
 NA2083'DELHI, GO NORTH ON NY RTE. 10 FOR 50 YARDS, THEN GO RIGHT ON
 NA2083'BRIDGE ST. FOR 0.25 MILE TO T-JUNCTION.  GO LEFT ON DELAWARE
 NA2083'AVE. FOR 0.75 MILE.  TAKE GRAVELLED ROAD FORK RIGHT, UP STEEP
 NA2083'GRADE, FOR 1.85 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND GO
 NA2083'SOUTHWEST 0.3 MILE TO TOP OF GRADE.  TAKE WOODS ROAD RIGHT,
 NA2083'THROUGH GAP IN STONE FENCE AND GO NORTH 0.25 MILE TO MARSHY
 NA2083'AREA.  CONTINUE ON FOOT ALONG DIM ROAD FOR 350 YARDS TO
 NA2083'STATION IN THE RIGHT TRACK OF THE ROAD.
 NA2083'
 NA2083'NOTE--THE LAST 350 YARDS COULD BE DRIVEN IN DRY WEATHER.
 NA2083'
 NA2083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2083'2 MILES NORTHEAST OF DELHI.
 NA2083
 NA2083                          STATION RECOVERY (1989)
 NA2083
 NA2083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RRB)
 NA2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7906 ***********************************************************************
 AA7906  CBN         -  This is a Cooperative Base Network Control Station.
 AA7906  DESIGNATION -  DELHI
 AA7906  PID         -  AA7906
 AA7906  STATE/COUNTY-  NY/DELAWARE
 AA7906  USGS QUAD   -  DELHI (1982)
 AA7906
 AA7906                         *CURRENT SURVEY CONTROL
 AA7906  ___________________________________________________________________
 AA7906* NAD 83(1996)-  42 18 04.79008(N)    074 53 51.06025(W)     ADJUSTED  
 AA7906* NAVD 88     -       431.946  (meters)    1417.14   (feet)  ADJUSTED  
 AA7906  ___________________________________________________________________
 AA7906  X           -   1,231,038.439 (meters)                     COMP
 AA7906  Y           -  -4,561,645.197 (meters)                     COMP
 AA7906  Z           -   4,270,688.852 (meters)                     COMP
 AA7906  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AA7906  ELLIP HEIGHT-         401.88  (meters)          (09/18/02) GPS OBS
 AA7906  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AA7906  DYNAMIC HT  -         431.791 (meters)    1416.63  (feet)  COMP
 AA7906  MODELED GRAV-     980,250.0   (mgal)                       NAVD 88
 AA7906
 AA7906  HORZ ORDER  -  B
 AA7906  VERT ORDER  -  SECOND    CLASS II
 AA7906  ELLP ORDER  -  FOURTH    CLASS II
 AA7906
 AA7906.The horizontal coordinates were established by GPS observations
 AA7906.and adjusted by the National Geodetic Survey in July 1997..
 AA7906
 AA7906.The orthometric height was determined by differential leveling
 AA7906.and adjusted by the National Geodetic Survey in August 2006..
 AA7906.No vertical observational check was made to the station.
 AA7906
 AA7906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7906
 AA7906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7906
 AA7906.The ellipsoidal height was determined by GPS observations
 AA7906.and is referenced to NAD 83.
 AA7906
 AA7906.The geoid height was determined by GEOID03.
 AA7906
 AA7906.The dynamic height is computed by dividing the NAVD 88
 AA7906.geopotential number by the normal gravity value computed on the
 AA7906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7906.degrees latitude (g = 980.6199 gals.).
 AA7906
 AA7906.The modeled gravity was interpolated from observed gravity values.
 AA7906
 AA7906;                    North         East     Units Scale Factor Converg.
 AA7906;SPC NY E     -   385,143.881   117,224.526   MT  0.99991321   -0 16 03.2
 AA7906;SPC NY E     - 1,263,592.88    384,594.13   sFT  0.99991321   -0 16 03.2
 AA7906;UTM  18      - 4,683,238.580   508,447.260   MT  0.99960088   +0 04 08.3
 AA7906
 AA7906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7906!SPC NY E     -   0.99993697  x   0.99991321  =   0.99985019
 AA7906!UTM  18      -   0.99993697  x   0.99960088  =   0.99953788
 AA7906
 AA7906                          SUPERSEDED SURVEY CONTROL
 AA7906
 AA7906  ELLIP H (07/24/97)  401.86   (m)                       GP(       ) 1 1
 AA7906  NAD 83(1992)-  42 18 04.78917(N)    074 53 51.05948(W) AD(       ) B
 AA7906  ELLIP H (08/31/95)  401.81   (m)                       GP(       ) 1 1
 AA7906
 AA7906.Superseded values are not recommended for survey control.
 AA7906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7906.See file dsdata.txt to determine how the superseded data were derived.
 AA7906
 AA7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM0844783239(NAD 83)
 AA7906_MARKER: DH = HORIZONTAL CONTROL DISK
 AA7906_SETTING: 66 = SET IN ROCK OUTCROP
 AA7906_STAMPING: DELHI CBN 1994
 AA7906_MARK LOGO: NYDT  
 AA7906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7906+STABILITY: POSITION/ELEVATION WELL
 AA7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7906+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AA7906
 AA7906  HISTORY     - Date     Condition        Report By
 AA7906  HISTORY     - 1994     MONUMENTED       NYDT
 AA7906  HISTORY     - 20010716 GOOD             NYDT
 AA7906  HISTORY     - 20050608 GOOD             DEWDAV
 AA7906  HISTORY     - 20050814 GOOD             TVGA
 AA7906  HISTORY     - 20060921 GOOD             INDIV
 AA7906
 AA7906                          STATION DESCRIPTION
 AA7906
 AA7906'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7906'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH-NORTHEAST OF DELHI,
 AA7906'IN TOP OF THE EAST END OF A LONG FLAT TOPPED ROCK HIGHWAY CUT, ACROSS
 AA7906'THE HIGHWAY FROM THE EAST ENTRANCE TO A ROADSIDE PARKING AREA.
 AA7906'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA7906' 
 AA7906'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF STATE HIGHWAYS 10
 AA7906'AND 28 IN DELHI, GO NORTHEAST ON HIGHWAY 10 FOR 3.2 KM (2.0 MI) TO THE
 AA7906'EAST END OF THE PARKING AREA ON THE RIGHT AND STATION ON THE LEFT.
 AA7906' 
 AA7906'THE STATION IS A STANDARD DISK CEMENTED INTO A RECESSED DRILL HOLE IN
 AA7906'THE TOP OF A FLAT ROCK LEDGE.  IT IS 21.0 M (68.9 FT) WEST FROM THE
 AA7906'EASTERNMOST END OF THE EXPOSED ROCK LEDGE, 20.3 M (66.6 FT) NORTH FROM
 AA7906'THE CENTER OF THE HIGHWAY, 2.0 M (6.6 FT) NORTHEAST FROM THE JUNCTION
 AA7906'OF A PROMINENT CRACK AND THE SOUTHERN FACE OF THE ROCK LEDGE, 1.8 M
 AA7906'(5.9 FT) NORTH FROM THE SOUTHERN FACE OF THE LEDGE, AND RECESSED 1 CM
 AA7906'AND COVERED WITH DIRT FOR PROTECTION.
 AA7906
 AA7906                          STATION RECOVERY (2001)
 AA7906
 AA7906'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 AA7906'RECOVERED AS DESCRIBED.
 AA7906'
 AA7906
 AA7906                          STATION RECOVERY (2005)
 AA7906
 AA7906'RECOVERY NOTE BY DEWBERRY DAVIS 2005 (CSW)
 AA7906'RECOVERED IN GOOD CONDITION.
 AA7906
 AA7906                          STATION RECOVERY (2005)
 AA7906
 AA7906'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2005 (DD)
 AA7906'RECOVERY NOTE BY TVGA 2005 RECOVERED AS DESCRIBED
 AA7906
 AA7906                          STATION RECOVERY (2006)
 AA7906
 AA7906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDJ)
 AA7906'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0717 ***********************************************************************
 OG0717  DESIGNATION -  DELIVERY IWC
 OG0717  PID         -  OG0717
 OG0717  STATE/COUNTY-  NY/ERIE
 OG0717  USGS QUAD   -  
 OG0717
 OG0717                         *CURRENT SURVEY CONTROL
 OG0717  ___________________________________________________________________
 OG0717* NAD 83(1996)-  43 03 25.32878(N)    078 55 58.23657(W)     ADJUSTED  
 OG0717* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 OG0717  ___________________________________________________________________
 OG0717  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 OG0717  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OG0717
 OG0717  HORZ ORDER  -  THIRD
 OG0717
 OG0717.The horizontal coordinates were established by classical geodetic methods
 OG0717.and adjusted by the National Geodetic Survey in January 1999..
 OG0717
 OG0717.The orthometric height was scaled from a topographic map.
 OG0717
 OG0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0717
 OG0717.The geoid height was determined by GEOID03.
 OG0717
 OG0717;                    North         East     Units Scale Factor Converg.
 OG0717;SPC NY W     -   339,565.212   321,528.745   MT  0.99994747   -0 14 19.0
 OG0717;SPC NY W     - 1,114,056.87  1,054,882.22   sFT  0.99994747   -0 14 19.0
 OG0717;UTM  17      - 4,769,222.250   668,337.128   MT  0.99994861   +1 24 41.9
 OG0717
 OG0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0717!SPC NY W     -   0.99997800  x   0.99994747  =   0.99992547
 OG0717!UTM  17      -   0.99997800  x   0.99994861  =   0.99992661
 OG0717
 OG0717:                Primary Azimuth Mark                     Grid Az
 OG0717:SPC NY W     -  UPPER IWC                                306 21 34.4
 OG0717:UTM  17      -  UPPER IWC                                304 42 33.5
 OG0717
 OG0717|---------------------------------------------------------------------|
 OG0717| PID    Reference Object                     Distance      Geod. Az  |
 OG0717|                                                           dddmmss.s |
 OG0717| OG0720 UPPER IWC                           APPROX. 2.8 KM 3060715.4 |
 OG0717|---------------------------------------------------------------------|
 OG0717
 OG0717                          SUPERSEDED SURVEY CONTROL
 OG0717
 OG0717  NAD 83(1986)-  43 03 25.33474(N)    078 55 58.23360(W) AD(       ) 3
 OG0717  NAD 27      -  43 03 25.13500(N)    078 55 59.10500(W) AD(       ) 3
 OG0717
 OG0717.Superseded values are not recommended for survey control.
 OG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0717.See file dsdata.txt to determine how the superseded data were derived.
 OG0717
 OG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6833769222(NAD 83)
 OG0717_MARKER: B = BOLT
 OG0717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OG0717_SP_SET: METAL PIPE IMBEDDED IN GROUND
 OG0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0717
 OG0717  HISTORY     - Date     Condition        Report By
 OG0717  HISTORY     - 1909     MONUMENTED       IWC
 OG0717  HISTORY     - 1940     SEE DESCRIPTION  USLS
 OG0717
 OG0717                          STATION DESCRIPTION
 OG0717
 OG0717'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0717'STATION LOCATED ON EAST SIDE OF GRAND ISLAND, ABOUT 1.1 MILES BELOW
 OG0717'EDGEWATER BEACH, ON LOW MARSHY POINT, OPPOSITE RESIDENCE OF
 OG0717'S O OZIMAK, ON LINE OF EAST FACE OF HOUSE, 12 FEET FROM WATERS EDGE,
 OG0717'105 FEET FROM CENTER OF EAST RIVER ROAD, MARKED BY A 3/8-INCH BRASS
 OG0717'BOLT IN TWO - INCH PIPE FILLED WITH CONCRETE, FOUR INCHES BELOW THE
 OG0717'SURFACE OF THE GROUND.  A CONCRETE POST ONE INCH BELOW THE GROUND IS
 OG0717'ONE FOOT NORTHEAST OF THE STATION.
 OG0717'
 OG0717'REFERENCE MARK NO 1, A BRONZE DISK IN CONCRETE MONUMENT, PROJECTING
 OG0717'4 INCHES ABOVE THE GROUND, ON LINE TO WEATHER - VAN ON BARN
 OG0717'AT---WHEATFIELD FARMS---, BEARS N - 88 DEGREES - E, 41.1 FEET.
 OG0717'REFERENCE MARK NO 2, SIMILAR TO MARK NO 1, IN ROW OF HORSE CHESTNUT
 OG0717'TREES ON SOUTH SIDE OF ROAD, ON LINE OF EAST FACE OF OZIMAKS HOUSE,
 OG0717'BEARS S - 30 DEGREES - W, 135.6 FEET.
 OG0717
 OG0717                          STATION RECOVERY (1940)
 OG0717
 OG0717'RECOVERY NOTE BY US LAKE SURVEY 1940
 OG0717'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1926 ***********************************************************************
 OE1926  DESIGNATION -  DELTA
 OE1926  PID         -  OE1926
 OE1926  STATE/COUNTY-  NY/ONEIDA
 OE1926  USGS QUAD   -  WESTERNVILLE (1978)
 OE1926
 OE1926                         *CURRENT SURVEY CONTROL
 OE1926  ___________________________________________________________________
 OE1926* NAD 83(1996)-  43 15 22.39835(N)    075 25 21.79180(W)     ADJUSTED  
 OE1926* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 OE1926  ___________________________________________________________________
 OE1926  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 OE1926  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 OE1926
 OE1926  HORZ ORDER  -  SECOND
 OE1926
 OE1926.The horizontal coordinates were established by classical geodetic methods
 OE1926.and adjusted by the National Geodetic Survey in January 1999..
 OE1926
 OE1926.The orthometric height was scaled from a topographic map.
 OE1926
 OE1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1926
 OE1926.The geoid height was determined by GEOID03.
 OE1926
 OE1926;                    North         East     Units Scale Factor Converg.
 OE1926;SPC NY C     -   362,287.372   344,237.869   MT  1.00004671   +0 47 43.4
 OE1926;SPC NY C     - 1,188,604.49  1,129,387.08   sFT  1.00004671   +0 47 43.4
 OE1926;UTM  18      - 4,789,355.163   465,688.287   MT  0.99961448   -0 17 22.8
 OE1926
 OE1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1926!SPC NY C     -   0.99997719  x   1.00004671  =   1.00002390
 OE1926!UTM  18      -   0.99997719  x   0.99961448  =   0.99959168
 OE1926
 OE1926|---------------------------------------------------------------------|
 OE1926| PID    Reference Object                     Distance      Geod. Az  |
 OE1926|                                                           dddmmss.s |
 OE1926| CZ8167 DELTA RM 2                           23.766 METERS 09727     |
 OE1926| OE1911 GRIFFISS                            APPROX. 5.4 KM 1500400.2 |
 OE1926| CZ8165 DELTA AZ MK                                        2523908.0 |
 OE1926| CZ8168 DELTA RM 3                           26.527 METERS 25654     |
 OE1926| CZ8166 DELTA RM 1                           21.718 METERS 35131     |
 OE1926|---------------------------------------------------------------------|
 OE1926
 OE1926                          SUPERSEDED SURVEY CONTROL
 OE1926
 OE1926  NAD 83(1986)-  43 15 22.40229(N)    075 25 21.78985(W) AD(       ) 2
 OE1926  NAD 27      -  43 15 22.15222(N)    075 25 23.16381(W) AD(       ) 2
 OE1926
 OE1926.Superseded values are not recommended for survey control.
 OE1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1926.See file dsdata.txt to determine how the superseded data were derived.
 OE1926
 OE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN6568889355(NAD 83)
 OE1926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1926
 OE1926  HISTORY     - Date     Condition        Report By
 OE1926  HISTORY     - 1942     MONUMENTED       CGS
 OE1926  HISTORY     - 1957     SEE DESCRIPTION  USE
 OE1926  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OE1926  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1926  HISTORY     - 19890506 GOOD             USPSQD
 OE1926
 OE1926                          STATION DESCRIPTION
 OE1926
 OE1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1926'STATION IS LOCATED ABOUT 3.5 MILES NE OF ROME AND ABOUT 0.5 MILE
 OE1926'N OF THE N BOUNDARY OF THE ROME AIR DEPOT.  STATION IS ON THE
 OE1926'PROPERTY OF MR. JOHN F. SMITH.  THIS STATION WAS ESTABLISHED FOR
 OE1926'THE AIR DEPOT.  STATION IS 4 PACES N OF THE BANK WHICH DROPS OFF
 OE1926'SHARPLY TO THE ROAD, 1 FOOT E OF A N-S WIRE FENCE, AND 16 PACES
 OE1926'NW OF A SCRUB APPLE TREE.  MARK IS STAMPED DELTA 1942 AND
 OE1926'PROJECTS ABOUT 2 INCHES.
 OE1926'
 OE1926'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1926'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A, AND
 OE1926'11B.
 OE1926'
 OE1926'REFERENCE MARK NO.1 IS 1 FOOT E OF A N-S FENCE LINE, 3 FEET
 OE1926'S OF A SMALL ELM TREE, AND 6 FEET S OF A SCRUB APPLE TREE.  MARK
 OE1926'IS STAMPED DELTA NO.1 1942 AND PROJECTS ABOUT 5 INCHES.
 OE1926'
 OE1926'REFERENCE MARK NO.2 IS SET ON THE EDGE OF THE BANK AND ON THE
 OE1926'EDGE OF A CULTIVATED SECTION TO THE E OF THE STATION.  MARK IS
 OE1926'10 PACES E OF A SCRUB APPLE TREE.  MARK IS STAMPED DELTA NO.2 1942
 OE1926'AND PROJECTS ABOUT 6 INCHES.
 OE1926'
 OE1926'AZIMUTH MARK IS 7 PACES W OF THE CENTER LINE OF THE ROAD, 15
 OE1926'PACES N OF THE POWER POLE NUMBERED MNYU 34, AND 0.05 MILE S OF THE
 OE1926'CROSSROADS.  TO REACH FROM THE STATION RETURN TO THE ROAD AND TURN
 OE1926'RIGHT AND GO 0.35 MILE TO CROSS ROAD, TURN LEFT AND GO 0.05 MILE
 OE1926'TO AZIMUTH ON THE RIGHT.
 OE1926'
 OE1926'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 26, 46,
 OE1926'49, AND 365 IN ROME, GO N ON ROUTES 26 AND 46 FOR 0.5 MILE TO
 OE1926'THE JUNCTION OF ROUTES 26 AND 46, THEN CONTINUE STRAIGHT AHEAD ON
 OE1926'ROUTE 46 FOR 1.85 MILES TO A SIDE ROAD RIGHT AT SIGN CAMRODEN.
 OE1926'TURN RIGHT AND GO E FOR 0.25 MILE TO A SIDE ROAD LEFT AT A SIGN
 OE1926'DELTA DAM ROAD.  TURN LEFT AND GO N FOR 1.1 MILES TO A CROSS ROAD,
 OE1926'TURN RIGHT AND GO 0.35 MILE TO A SMALL GRAVEL PIT ON THE
 OE1926'LEFT, TURN LEFT AND PASS THROUGH THE PIT AND CONTINUE ON N ON A
 OE1926'FARM ROAD FOR 0.1 MILE, THEN MAKE A U-TURN AND GO LEFT UP
 OE1926'THE RIDGE TO THE EDGE OF THE BANK AND THE STATION BY THE N-S WIRE
 OE1926'FENCE.
 OE1926'
 OE1926'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OE1926
 OE1926                          STATION RECOVERY (1957)
 OE1926
 OE1926'RECOVERY NOTE BY US ENGINEERS 1957 (JH)
 OE1926'TELEGRAM FROM MR. J. HALPERN, CONTRACTOR, C/O CORPS OF ENGINEERS,
 OE1926'N.Y. DISTRICT FIELD OFFICE, GRIFFISS AFB, ROME, NEW YORK DATED 29
 OE1926'AUGUST 1957--
 OE1926'
 OE1926'REFERENCE MARK NO. 2 WAS REMOVED TO PERMIT CONSTRUCTION.
 OE1926'
 OE1926'REFERENCE MARK DISK STAMPED DELTA NO 2 1942 RECEIVED 9/19/57.
 OE1926
 OE1926                          STATION RECOVERY (1960)
 OE1926
 OE1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 OE1926'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 OE1926'REFERENCE MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION.  THE
 OE1926'CONCRETE REMAINS OF REFERENCE MARK NO. 2 WITH DISK REMOVED WAS
 OE1926'FOUND IN THE BOTTOM OF GRAVEL PIT SO REFERENCE MARK NO. 3 WAS
 OE1926'ESTABLISHED.  THE AZIMUTH MARK SHOWS SIGNS OF BEING BUMPED BY
 OE1926'MACHINERY BUT IS STILL FIRM.  A DIFFERENCE WAS FOUND IN THE
 OE1926'DISTANCE TO REFERENCE MARK NO. 1.  ALL OTHER DISTANCES AND
 OE1926'DIRECTIONS WERE CHECKED.
 OE1926'
 OE1926'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF ROME AND ABOUT
 OE1926'1/2 MILE NORTH OF THE NORTH BOUNDARY OF GRIFFISS AIRFORCE BASE
 OE1926'AND ON THE PROPERTY OF MR. RAYMOND SMITH.  STATION IS 15 FEET
 OE1926'NORTH OF THE EDGE OF HILL, 4 FEET NORTH OF WITNESS POST AND 0.5
 OE1926'FOOT EAST OF FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 OE1926'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES AND
 OE1926'THE DISK IS STAMPED DELTA 1942.
 OE1926'
 OE1926'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 26, 46, 69
 OE1926'AND 365 AT THE INTERSECTION OF EAST DOMINIC STREET AND BLACK RIVER
 OE1926'BOULEVARD IN ROME, GO NORTH ON STATE HIGHWAY 26 AND 46 FOR 0.45
 OE1926'MILE TO THE JUNCTION OF THE TWO HIGHWAYS.  CONTINUE STRAIGHT
 OE1926'AHEAD ON STATE HIGHWAY 46 FOR 1.9 MILES TO A TRAFFIC LIGHT AND
 OE1926'SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO A SIDE ROAD LEFT.
 OE1926'TURN LEFT AND GO 0.75 MILE TO A FORK.  TAKE LEFT FORK FOR 0.3
 OE1926'MILE TO THE AZIMUTH MARK ON THE LEFT OR WEST SIDE OF ROAD AS
 OE1926'DESCRIBED.  CONTINUE FOR 0.05 MILE TO A CROSSROAD.
 OE1926'TURN RIGHT AND GO 0.3 MILE TO A FIELD ROAD LEFT JUST AFTER
 OE1926'PASSING GRAVEL PIT ON THE LEFT.  FOLLOW FIELD ROAD NORTHERLY
 OE1926'AROUND GRAVEL PIT FOR 0.15 MILE.  TURN LEFT OFF ROAD AND GO
 OE1926'SOUTH ALONG FENCELINE FOR 0.05 MILE TO THE STATION AS
 OE1926'DESCRIBED.
 OE1926'
 OE1926'REFERENCE MARK NO. 1 IS 0.5 FOOT EAST OF FENCE.  THE MARK IS A
 OE1926'STANDARD DISK SET FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT WHICH
 OE1926'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DELTA NO 1 1942.
 OE1926'
 OE1926'REFERENCE MARK NO. 3 IS 12 FEET NORTH OF AN APPLE TREE AND 87 FEET
 OE1926'WEST OF FENCE.  THE MARK IS A STANDARD DISK SET FLUSH IN A 12 X 12
 OE1926'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE DISK
 OE1926'IS STAMPED DELTA NO 2 1942.
 OE1926'
 OE1926'AZIMUTH MARK IS 43 FEET NORTH OF UTILITY POLE WITH TRANSFORMER, 22
 OE1926'FEET WEST OF THE APPROXIMATE CENTER OF ROAD AND IN THE EAST EDGE
 OE1926'OF A CULTIVATED FIELD.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 OE1926'CONCRETE CYLINDER WHICH IS ABOUT 1 FOOT IN DIAMETER, PROJECTS
 OE1926'ABOUT 6 INCHES AND THE DISK IS STAMPED DELTA 1942.
 OE1926'
 OE1926'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OE1926
 OE1926                          STATION RECOVERY (1974)
 OE1926
 OE1926'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1926'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 3 HAS
 OE1926'BEEN DESTROYED.  AZIMUTH MARK WAS FOUND SLIGHTLY TILTED TOWARDS
 OE1926'STATION, BUT SOLID.  DISTANCE AND ANGLE TO RM 1 AND AZIMUTH MARK
 OE1926'WERE NOT CHECKED.  AZIMUTH MARK IS BLOCKED FROM STATION BY
 OE1926'TREES.  STATION IS ON OPEN HILL AND HAS GOOD VIEW IN MOST
 OE1926'DIRECTIONS.
 OE1926'
 OE1926'STATION MARK IS A STANDARD DISK STAMPED DELTA 1942, SET IN A SQUARE
 OE1926'CONCRETE MONUMENT PROJECTING 4 INCHES.
 OE1926'
 OE1926'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DELTA NO 1
 OE1926'1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3
 OE1926'INCHES.
 OE1926'
 OE1926'AZIMUTH MARK IS A STANDARD DISK STAMPED DELTA 1942, SET A SQUARE
 OE1926'CONCRETE MONUMENT PROJECTING 7 INCHES.
 OE1926'
 OE1926'TO REACH STATION FROM TRAFFIC LIGHT ON NEW YORK RTE. 46 AT RIDGE
 OE1926'MILLS, GO EAST ACROSS THE MOHAWK RIVER FOR 0.2 MILE.  TAKE T-ROAD
 OE1926'LEFT AND GO 0.75 MILE TO FORK.  TAKE LEFT AND GO 0.3 MILE ON
 OE1926'PENNYSTREET RD. TO CROSSROAD AND AZIMUTH MARK.  TURN RIGHT ON
 OE1926'CANTERBURY HILL RD. AND GO EAST 0.3 MILE TO HIGH BANK ON LEFT,
 OE1926'AND STATION.
 OE1926
 OE1926                          STATION RECOVERY (1989)
 OE1926
 OE1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (EES)
 OE1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7907 ***********************************************************************
 AA7907  CBN         -  This is a Cooperative Base Network Control Station.
 AA7907  DESIGNATION -  DELTA LAKE
 AA7907  PID         -  AA7907
 AA7907  STATE/COUNTY-  NY/ONEIDA
 AA7907  USGS QUAD   -  WESTERNVILLE (1978)
 AA7907
 AA7907                         *CURRENT SURVEY CONTROL
 AA7907  ___________________________________________________________________
 AA7907* NAD 83(1996)-  43 17 58.80935(N)    075 28 24.40996(W)     ADJUSTED  
 AA7907* NAVD 88     -       190.0    (meters)     623.     (feet)  GPS OBS   
 AA7907  ___________________________________________________________________
 AA7907  X           -   1,166,177.493 (meters)                     COMP
 AA7907  Y           -  -4,500,668.297 (meters)                     COMP
 AA7907  Z           -   4,351,898.584 (meters)                     COMP
 AA7907  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 AA7907  ELLIP HEIGHT-         157.65  (meters)          (12/03/02) GPS OBS
 AA7907  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 AA7907
 AA7907  HORZ ORDER  -  B
 AA7907  ELLP ORDER  -  THIRD     CLASS I
 AA7907
 AA7907.The horizontal coordinates were established by GPS observations
 AA7907.and adjusted by the National Geodetic Survey in July 1997..
 AA7907
 AA7907.The orthometric height was determined by GPS observations and a
 AA7907.high-resolution geoid model.
 AA7907
 AA7907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7907
 AA7907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7907
 AA7907.The ellipsoidal height was determined by GPS observations
 AA7907.and is referenced to NAD 83.
 AA7907
 AA7907.The geoid height was determined by GEOID03.
 AA7907
 AA7907;                    North         East     Units Scale Factor Converg.
 AA7907;SPC NY C     -   367,058.131   340,054.849   MT  1.00003723   +0 45 40.4
 AA7907;SPC NY C     - 1,204,256.55  1,115,663.28   sFT  1.00003723   +0 45 40.4
 AA7907;UTM  18      - 4,794,202.246   461,598.138   MT  0.99961814   -0 19 28.9
 AA7907
 AA7907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7907!SPC NY C     -   0.99997528  x   1.00003723  =   1.00001251
 AA7907!UTM  18      -   0.99997528  x   0.99961814  =   0.99959343
 AA7907
 AA7907                          SUPERSEDED SURVEY CONTROL
 AA7907
 AA7907  ELLIP H (07/24/97)  157.67   (m)                       GP(       ) 1 1
 AA7907  NAD 83(1992)-  43 17 58.80835(N)    075 28 24.40933(W) AD(       ) B
 AA7907  ELLIP H (08/31/95)  157.63   (m)                       GP(       ) 1 1
 AA7907
 AA7907.Superseded values are not recommended for survey control.
 AA7907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7907.See file dsdata.txt to determine how the superseded data were derived.
 AA7907
 AA7907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN6159894202(NAD 83)
 AA7907_MARKER: I = METAL ROD
 AA7907_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA7907_STAMPING: DELTA LAKE CBN 1994
 AA7907_MARK LOGO: NYDT  
 AA7907_PROJECTION: FLUSH
 AA7907_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7907+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7907_ROD/PIPE-DEPTH: 4.90 meters
 AA7907
 AA7907  HISTORY     - Date     Condition        Report By
 AA7907  HISTORY     - 1994     MONUMENTED       NYDT
 AA7907
 AA7907                          STATION DESCRIPTION
 AA7907
 AA7907'DESCRIBED BY NY DEPT OF TRANSP 1994 (RWB)
 AA7907'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF ROME, ON THE EAST
 AA7907'SIDE OF STATE HIGHWAY 26 AT STOKES CORNERS. OWNERSHIP--HIGHWAY
 AA7907'RIGHT-OF-WAY.
 AA7907' 
 AA7907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 46 IN
 AA7907'ROME, GO NORTH ON HIGHWAY 26 FOR 9.7 KM (6.0 MI) TO MILE MARKER
 AA7907'26/2605/3046 ON THE LEFT AND THE STATION ON THE RIGHT.
 AA7907' 
 AA7907'THE STATION IS THE TOP CENTER OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 AA7907'A DEPTH OF 4.9 M (16.1 FT) ENCASED IN A 2.7 CM GREASE FILLED PVC
 AA7907'SLEEVE THAT IS 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP
 AA7907'SURROUNDED WITH CONCRETE FLUSH WITH THE GROUND.  IT IS 85.9 M (281.8
 AA7907'FT) NORTH OF THE CENTER OF MEADOW DRIVE, 40.7 M (133.5 FT) NORTH OF
 AA7907'THE SIGN INDICATING THAT YOU HAVE ENTERED STOKES, 17.6 M (57.7 FT)
 AA7907'NORTHWEST OF POLE NYT/228, 9.1 M (29.9 FT) EAST OF THE CENTER OF
 AA7907'HIGHWAY 26 AND 10.9 M (35.8 FT) SOUTH (MEASURED PARALLEL WITH THE
 AA7907'ROAD) OF MILE MARKER 26/2605/3046.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2453 ***********************************************************************
 KU2453  DESIGNATION -  DEMOCRAT
 KU2453  PID         -  KU2453
 KU2453  STATE/COUNTY-  NY/SUFFOLK
 KU2453  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2453
 KU2453                         *CURRENT SURVEY CONTROL
 KU2453  ___________________________________________________________________
 KU2453* NAD 83(1996)-  40 37 44.99443(N)    073 17 48.82741(W)     ADJUSTED  
 KU2453* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KU2453  ___________________________________________________________________
 KU2453  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KU2453  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU2453
 KU2453  HORZ ORDER  -  SECOND
 KU2453
 KU2453.The horizontal coordinates were established by classical geodetic methods
 KU2453.and adjusted by the National Geodetic Survey in January 1999..
 KU2453
 KU2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2453
 KU2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2453
 KU2453.The geoid height was determined by GEOID03.
 KU2453
 KU2453;                    North         East     Units Scale Factor Converg.
 KU2453;SPC NY L     -    51,597.086   359,485.547   MT  1.00000230   +0 27 35.6
 KU2453;SPC NY L     -   169,281.44  1,179,412.17   sFT  1.00000230   +0 27 35.6
 KU2453;UTM  18      - 4,498,986.380   644,036.650   MT  0.99985537   +1 06 33.1
 KU2453
 KU2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2453!SPC NY L     -   1.00000467  x   1.00000230  =   1.00000697
 KU2453!UTM  18      -   1.00000467  x   0.99985537  =   0.99986004
 KU2453
 KU2453|---------------------------------------------------------------------|
 KU2453| PID    Reference Object                     Distance      Geod. Az  |
 KU2453|                                                           dddmmss.s |
 KU2453| CB6735 DEMOCRAT RM 1                         7.528 METERS 08222     |
 KU2453| KU2397 FIRE ISLAND CG RAD ANNEX MAST       APPROX. 6.8 KM 0871642.4 |
 KU2453| KU2481 FIRE ISLAND CG LOOKOUT TWR 83       APPROX. 3.2 KM 0980858.7 |
 KU2453| KU2482 FIRE ISLAND INLET JETTY LIGHT       APPROX. 1.3 KM 2195747.4 |
 KU2453| CB6736 DEMOCRAT RM 2                        12.000 METERS 25956     |
 KU2453| KU2450 BABYLON CO WATER AUTH TANK          APPROX. 9.3 KM 3271402.6 |
 KU2453| KU2469 BABYLON MUNICIPAL TANK              APPROX. 7.7 KM 3451351.4 |
 KU2453|---------------------------------------------------------------------|
 KU2453
 KU2453                          SUPERSEDED SURVEY CONTROL
 KU2453
 KU2453  NAD 83(1996)-  40 37 44.99779(N)    073 17 48.82703(W) AD(       ) 2
 KU2453  NAD 83(1992)-  40 37 44.99737(N)    073 17 48.82730(W) AD(       ) 2
 KU2453  NAD 83(1986)-  40 37 44.99873(N)    073 17 48.82624(W) AD(       ) 2
 KU2453  NAD 27      -  40 37 44.64085(N)    073 17 50.39289(W) AD(       ) 2
 KU2453  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 KU2453
 KU2453.Superseded values are not recommended for survey control.
 KU2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2453.See file dsdata.txt to determine how the superseded data were derived.
 KU2453
 KU2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK4403798986(NAD 83)
 KU2453_MARKER: DS = TRIANGULATION STATION DISK
 KU2453_SETTING: 80 = SET IN A BOULDER
 KU2453_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU2453
 KU2453  HISTORY     - Date     Condition        Report By
 KU2453  HISTORY     - 1949     MONUMENTED       CGS
 KU2453  HISTORY     - 1951     GOOD             CGS
 KU2453  HISTORY     - 1962     GOOD             CGS
 KU2453  HISTORY     - 19920729 MARK NOT FOUND   USPSQD
 KU2453
 KU2453                          STATION DESCRIPTION
 KU2453
 KU2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2453'STATION IS LOCATED ON FIRE ISLAND, ON THE N SHORE OF DEMOCRAT
 KU2453'POINT, AT THE E (INSHORE) END OF THE ROCK SEA WALL AROUND THE
 KU2453'POINT.  A STANDARD DISK, STAMPED DEMOCRAT, 1949 SET IN A DRILL
 KU2453'HOLE IN A FLAT BOULDER, 10.2 METERS W OF THE END OF THE SEA WALL,
 KU2453'89.6 METERS S OF MEAN HIGH-WATER LINE, AND 4.5 METERS N OF THE
 KU2453'CENTER LINE OF THE SAND ROAD ALONG THE SEA WALL.
 KU2453'
 KU2453'R.M. 1 IS A BRONZE REFERENCE DISK, SET IN A DRILL HOLE IN THE
 KU2453'FIRST ROCK AT THE E END OF THE SEA WALL, STAMPED DEMOCRAT, NO.1, 1949.
 KU2453'
 KU2453'A U.S.E. STATION LIES W OF THE STATION SET SIMILARLY TO THE
 KU2453'STATION MARK, AND REFERENCE MARK AND SERVES AS A SECOND REFERENCE
 KU2453'MARK.  (NO INFORMATION ON THIS U.S.E. STATION COULD BE OBTAINED
 KU2453'FROM THE DISTRICT ENGINEERS OFFICE IN NEW YORK CITY.)
 KU2453
 KU2453                          STATION RECOVERY (1951)
 KU2453
 KU2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGJ)
 KU2453'DESCRIPTION ADEQUATE.
 KU2453'
 KU2453'R.M. 2 IS U.S.E. 0+83 BENCH MARK.  IT IS A STANDARD U.S.E. DISK
 KU2453'SET IN THE TOP SURFACE OF THE CAPSTONE OF FIRE ISLAND JETTY, NEAR
 KU2453'THE CENTER LINE OF THE JETTY AND AT CROSS RANGE 0+83, ELEVATION
 KU2453'7.06 FEET M.S.L.
 KU2453
 KU2453                          STATION RECOVERY (1962)
 KU2453
 KU2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2453'THE STATION, REFERENCE AND U.S.E. MARKS WERE RECOVERED AND FOUND
 KU2453'IN GOOD CONDITION.  A DISCREPANCY IN DIRECTION AND DISTANCE WAS
 KU2453'NOTICED WHICH COULD HAVE BEEN DUE TO SETTLEMENT OF THE BOULDERS
 KU2453'THAT HOLD THE MARKS AND FORM THE JETTY.
 KU2453'
 KU2453'THE STATION IS LOCATED IN THE WESTERN SECTION OF FIRE ISLAND
 KU2453'PARK, ON THE NORTHERN SHORE OF FIRE ISLAND AND ON THE NORTHEAST
 KU2453'END OF FIRE ISLAND INLET JETTY.
 KU2453'
 KU2453'TO REACH THE STATION FROM THE RECREATION STAND AT FIRE ISLAND
 KU2453'STATE PARK BEACH GO WESTERLY ALONG THE SOUTH BEACH FOR 3.0 MILES
 KU2453'TO A JETTY LIGHT ON THE LEFT, TURN TO THE RIGHT AND FOLLOW ALONG
 KU2453'THE EAST SIDE OF THE JETTY FOR 1.0 MILE TO ITS NORTHEAST END AND
 KU2453'THE STATION.
 KU2453'
 KU2453'THE STATION IS 42 FEET WEST OF THE NORTHEAST END OF JETTY AND SET
 KU2453'ON THE TOP OF A LARGE BOULDER ABOUT 7 FEET ABOVE THE WATER.  THE
 KU2453'MARK IS A STANDARD DISK STAMPED DEMOCRAT 1949.
 KU2453'
 KU2453'REFERENCE MARK NO. 1 IS 18 FEET SOUTHWEST OF THE NORTHEAST END OF
 KU2453'JETTY.  THE MARK IS A STANDARD DISK STAMPED DEMOCRAT NO 1 1949
 KU2453'SET IN A DRILLED HOLE ON TOP OF A LARGE BOULDER.
 KU2453'
 KU2453'THE U.S.E. MARK IS 82 FEET SOUTHWEST OF THE NORTHEAST END OF
 KU2453'JETTY.  IT IS A U.S. ENGINEERS MARK WITH NO STAMPING SET IN A
 KU2453'DRILLED HOLE ON TOP OF A LARGE BOULDER.
 KU2453
 KU2453                          STATION RECOVERY (1992)
 KU2453
 KU2453'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1103 ***********************************************************************
 LX1103  DESIGNATION -  DENNINGS LANDING RESET
 LX1103  PID         -  LX1103
 LX1103  STATE/COUNTY-  NY/PUTNAM
 LX1103  USGS QUAD   -  PEEKSKILL (1981)
 LX1103
 LX1103                         *CURRENT SURVEY CONTROL
 LX1103  ___________________________________________________________________
 LX1103* NAD 83(1996)-  41 20 55.51559(N)    073 57 24.74105(W)     ADJUSTED  
 LX1103* NAVD 88     -        14.142  (meters)      46.40   (feet)  ADJUSTED  
 LX1103  ___________________________________________________________________
 LX1103  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 LX1103  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LX1103  DYNAMIC HT  -          14.136 (meters)      46.38  (feet)  COMP
 LX1103  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 LX1103
 LX1103  HORZ ORDER  -  THIRD
 LX1103  VERT ORDER  -  FIRST     CLASS II
 LX1103
 LX1103.The horizontal coordinates were established by classical geodetic methods
 LX1103.and adjusted by the National Geodetic Survey in January 1999..
 LX1103
 LX1103.The orthometric height was determined by differential leveling
 LX1103.and adjusted by the National Geodetic Survey in June 1991..
 LX1103
 LX1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1103
 LX1103.The geoid height was determined by GEOID03.
 LX1103
 LX1103.The dynamic height is computed by dividing the NAVD 88
 LX1103.geopotential number by the normal gravity value computed on the
 LX1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1103.degrees latitude (g = 980.6199 gals.).
 LX1103
 LX1103.The modeled gravity was interpolated from observed gravity values.
 LX1103
 LX1103;                    North         East     Units Scale Factor Converg.
 LX1103;SPC NY E     -   279,417.715   195,449.959   MT  0.99992541   +0 21 31.7
 LX1103;SPC NY E     -   916,722.95    641,238.74   sFT  0.99992541   +0 21 31.7
 LX1103;UTM  18      - 4,577,998.104   587,265.190   MT  0.99969372   +0 41 21.0
 LX1103
 LX1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1103!SPC NY E     -   1.00000270  x   0.99992541  =   0.99992811
 LX1103!UTM  18      -   1.00000270  x   0.99969372  =   0.99969642
 LX1103
 LX1103|---------------------------------------------------------------------|
 LX1103| PID    Reference Object                     Distance      Geod. Az  |
 LX1103|                                                           dddmmss.s |
 LX1103| CB3967 DENNINGS LANDING RM 2                 3.250 METERS 01624     |
 LX1103| LX4338 FRAUTS LANDING RM                   APPROX. 1.3 KM 2394822.2 |
 LX1103| CB3966 DENNINGS LANDING RM 1                 3.080 METERS 27720     |
 LX1103| LX4305 FLAGPOLE TWO SECTIONS               APPROX. 0.9 KM 2891111.1 |
 LX1103| LX4314 CON HOOK LIGHT                      APPROX. 0.6 KM 3091918.6 |
 LX1103|---------------------------------------------------------------------|
 LX1103
 LX1103                          SUPERSEDED SURVEY CONTROL
 LX1103
 LX1103  NAD 83(1986)-  41 20 55.51671(N)    073 57 24.74298(W) AD(       ) 3
 LX1103  NAD 27      -  41 20 55.18140(N)    073 57 26.24016(W) AD(       ) 3
 LX1103  NGVD 29 (??/??/92)   14.434  (m)           47.36   (f) ADJ UNCH    1 2
 LX1103
 LX1103.Superseded values are not recommended for survey control.
 LX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1103.See file dsdata.txt to determine how the superseded data were derived.
 LX1103
 LX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8726577998(NAD 83)
 LX1103_MARKER: Z = SEE DESCRIPTION
 LX1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1103_SP_SET: CONCRETE POST
 LX1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1103
 LX1103  HISTORY     - Date     Condition        Report By
 LX1103  HISTORY     - 1905     MONUMENTED       CGS
 LX1103  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX1103  HISTORY     - 1955     GOOD             NGS
 LX1103
 LX1103                          STATION DESCRIPTION
 LX1103
 LX1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX1103'FOUND OLD STATION AS DESCRIBED.  FOLLOWING ADDITIONAL INFORMATION
 LX1103'SHOULD BE PLACED IN DESCRIPTION-- THE STATION IS NE INSTEAD OF NW
 LX1103'OF THE LANDING AND THE DISTANCE IS APPROXIMATELY 200 METERS INSTEAD
 LX1103'OF 400 YARDS.  THE SURFACE MARK PLACED IN 1905 WAS RESET OVER THE
 LX1103'SUB-SURFACE MARK (CROSS CUT IN ROCK).  THE IRON CONE PLACED IN
 LX1103'1863 IS STILL OVER THE SUB-SURFACE MARK AND BELOW THE SURFACE
 LX1103'MARK.  DENNINGS LANDING IS APPROXIMATELY TWO MILES N OF BEAR
 LX1103'MOUNTAIN BRIDGE ON THE E BANK OF THE RIVER.
 LX1103'
 LX1103'TWO STANDARD BRASS DISK REFERENCE MARKS WERE PLACED AND STAMPED
 LX1103'DENNINGS LANDING 1863.
 LX1103'
 LX1103'REFERENCE MARK NO.1 WAS PLACED ON THE CROSS MARKED A AND REFERENCE
 LX1103'MARK NO.2 WAS PLACED ON THE CROSS MARKED B IN THE SKETCH SUBMITTED
 LX1103'IN 1905.
 LX1103
 LX1103                          STATION RECOVERY (1955)
 LX1103
 LX1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1103'2.5 MI S FROM GARRISON.
 LX1103'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1103'STATION AT GARRISON, ABOUT 1.3 MILES NORTH OF FLAG STATION AT
 LX1103'MANITOU, ABOUT 0.4 MILE NORTH OF MILE POST NY 47, ABOUT 220
 LX1103'YARDS NORTHEAST AND ACROSS TRACK FROM DENNINGS LANDING ON HUDSON
 LX1103'RIVER, LOCATED AT A POINT WHERE A PRIVATE DRIVE TURNS
 LX1103'EAST-NORTHEAST AWAY FROM TRACK AND RIVER AND ON THE INSIDE OF
 LX1103'TURN IN PRIVATE DRIVE, 39 FEET SOUTH-SOUTHEAST OF CENTER LINE OF
 LX1103'PRIVATE DRIVE, 27 FEET SOUTH OF A 30-INCH OAK TREE, 10.1 FEET
 LX1103'EAST-SOUTHEAST OF RM NO. 1, 10.6 FEET SOUTH-SOUTHWEST OF RM
 LX1103'NO. 2, AND IS AN 8 BY 6-INCH GRANITE POST WITH A CROSS ON TOP AND
 LX1103'A 1-INCH HOLE CUT IN CENTER AND PROJECTING 1 INCH.  NOTE-- THE
 LX1103'POINT LEVELED TO IS THE HIGHEST POINT OF GRANITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1102 ***********************************************************************
 LX1102  DESIGNATION -  DENNINGS LANDING RM 2
 LX1102  PID         -  LX1102
 LX1102  STATE/COUNTY-  NY/PUTNAM
 LX1102  USGS QUAD   -  PEEKSKILL (1981)
 LX1102
 LX1102                         *CURRENT SURVEY CONTROL
 LX1102  ___________________________________________________________________
 LX1102* NAD 83(1986)-  41 20 55.     (N)    073 57 24.     (W)     SCALED    
 LX1102* NAVD 88     -        14.531  (meters)      47.67   (feet)  ADJUSTED  
 LX1102  ___________________________________________________________________
 LX1102  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LX1102  DYNAMIC HT  -          14.526 (meters)      47.66  (feet)  COMP
 LX1102  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 LX1102
 LX1102  VERT ORDER  -  FIRST     CLASS II
 LX1102
 LX1102.The horizontal coordinates were scaled from a topographic map and have
 LX1102.an estimated accuracy of +/- 6 seconds.
 LX1102
 LX1102.The orthometric height was determined by differential leveling
 LX1102.and adjusted by the National Geodetic Survey in June 1991..
 LX1102
 LX1102.The geoid height was determined by GEOID03.
 LX1102
 LX1102.The dynamic height is computed by dividing the NAVD 88
 LX1102.geopotential number by the normal gravity value computed on the
 LX1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1102.degrees latitude (g = 980.6199 gals.).
 LX1102
 LX1102.The modeled gravity was interpolated from observed gravity values.
 LX1102
 LX1102;                    North         East    Units  Estimated Accuracy
 LX1102;SPC NY E     -   279,400.      195,470.      MT  (+/- 180 meters Scaled)
 LX1102
 LX1102                          SUPERSEDED SURVEY CONTROL
 LX1102
 LX1102  NGVD 29 (??/??/92)   14.824  (m)           48.64   (f) ADJ UNCH    1 2
 LX1102
 LX1102.Superseded values are not recommended for survey control.
 LX1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1102.See file dsdata.txt to determine how the superseded data were derived.
 LX1102
 LX1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872779(NAD 83)
 LX1102_MARKER: DR = REFERENCE MARK DISK
 LX1102_SETTING: 66 = SET IN ROCK OUTCROP
 LX1102_SP_SET: OUTCROPPING ROCK LEDGE
 LX1102_STAMPING: DENNINGS LDG NO 2 1853
 LX1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1102+STABILITY: POSITION/ELEVATION WELL
 LX1102
 LX1102  HISTORY     - Date     Condition        Report By
 LX1102  HISTORY     - 1853     MONUMENTED       CGS
 LX1102  HISTORY     - 1955     GOOD             NGS
 LX1102
 LX1102                          STATION DESCRIPTION
 LX1102
 LX1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1102'2.5 MI S FROM GARRISON.
 LX1102'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1102'STATION AT GARRISON, ABOUT 1.3 MILES NORTH OF FLAG STATION AT
 LX1102'MANITOU, ABOUT 0.4 MILE NORTH OF MILE POST NY 47, ABOUT 220
 LX1102'YARDS NORTHEAST AND ACROSS TRACKS FROM DENNINGS LANDING, IN
 LX1102'THE TOP OF AN OUTCROPPING ROCK LEDGE ABOUT 4 1/2 BY 3 1/2 FEET,
 LX1102'33 FEET SOUTHEAST OF CENTER LINE OF DRIVE, 15.9 FEET
 LX1102'EAST-NORTHEAST OF RM NO. 1, 10.6 FEET NORTH-NORTHEAST OF THE
 LX1102'STATION MARK, 20 FEET SOUTHEAST OF A 30-INCH OAK TREE, ABOUT 12
 LX1102'FEET ABOVE LEVEL OF DRIVE.  NOTE-- THE DISK IS SET IN ROCK SO
 LX1102'THAT THE SOUTHWEST SIDE OF DISK IS HIGH POINT.  ROD HELD ON
 LX1102'HIGH POINT OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1104 ***********************************************************************
 LX1104  DESIGNATION -  DENNINGS LANDING RM 1
 LX1104  PID         -  LX1104
 LX1104  STATE/COUNTY-  NY/PUTNAM
 LX1104  USGS QUAD   -  PEEKSKILL (1981)
 LX1104
 LX1104                         *CURRENT SURVEY CONTROL
 LX1104  ___________________________________________________________________
 LX1104* NAD 83(1986)-  41 20 55.     (N)    073 57 24.     (W)     SCALED    
 LX1104* NAVD 88     -        13.900  (meters)      45.60   (feet)  ADJUSTED  
 LX1104  ___________________________________________________________________
 LX1104  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LX1104  DYNAMIC HT  -          13.894 (meters)      45.58  (feet)  COMP
 LX1104  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 LX1104
 LX1104  VERT ORDER  -  FIRST     CLASS II
 LX1104
 LX1104.The horizontal coordinates were scaled from a topographic map and have
 LX1104.an estimated accuracy of +/- 6 seconds.
 LX1104
 LX1104.The orthometric height was determined by differential leveling
 LX1104.and adjusted by the National Geodetic Survey in June 1991..
 LX1104
 LX1104.The geoid height was determined by GEOID03.
 LX1104
 LX1104.The dynamic height is computed by dividing the NAVD 88
 LX1104.geopotential number by the normal gravity value computed on the
 LX1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1104.degrees latitude (g = 980.6199 gals.).
 LX1104
 LX1104.The modeled gravity was interpolated from observed gravity values.
 LX1104
 LX1104;                    North         East    Units  Estimated Accuracy
 LX1104;SPC NY E     -   279,400.      195,470.      MT  (+/- 180 meters Scaled)
 LX1104
 LX1104                          SUPERSEDED SURVEY CONTROL
 LX1104
 LX1104  NGVD 29 (??/??/92)   14.192  (m)           46.56   (f) ADJ UNCH    1 2
 LX1104
 LX1104.Superseded values are not recommended for survey control.
 LX1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1104.See file dsdata.txt to determine how the superseded data were derived.
 LX1104
 LX1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872779(NAD 83)
 LX1104_MARKER: DR = REFERENCE MARK DISK
 LX1104_SETTING: 66 = SET IN ROCK OUTCROP
 LX1104_SP_SET: ROCK OUTCROPPING LEDGE
 LX1104_STAMPING: DENNINGS LDG NO 1 1853
 LX1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1104+STABILITY: POSITION/ELEVATION WELL
 LX1104
 LX1104  HISTORY     - Date     Condition        Report By
 LX1104  HISTORY     - 1853     MONUMENTED       CGS
 LX1104  HISTORY     - 1955     GOOD             NGS
 LX1104
 LX1104                          STATION DESCRIPTION
 LX1104
 LX1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1104'2.5 MI S FROM GARRISON.
 LX1104'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1104'STATION AT GARRISON, ABOUT 1.3 MILES NORTH OF FLAG STATION AT
 LX1104'MANITOU, ABOUT 0.4 MILE NORTH OF MILE POST NY 47, ABOUT 220 YARDS
 LX1104'NORTHEAST AND ACROSS TRACKS FROM DENNINGS LANDING, IN THE TOP
 LX1104'OF AN OUTCROPPING LEDGE ABOUT 4 1/2 BY 3 1/2 FEET, 30 FEET
 LX1104'SOUTHEAST OF CENTER LINE OF PRIVATE DRIVE, 23 FEET SOUTH-SOUTHWEST
 LX1104'OF A 30-INCH OAK TREE, 15.9 FEET WEST-SOUTHWEST OF RM NO. 2,
 LX1104'10.1 FEET WEST-NORTHWEST OF THE STATION MARK, AND ABOUT 10 FEET
 LX1104'ABOVE LEVEL OF DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4551 ***********************************************************************
 LX4551  DESIGNATION -  DENNIS 3
 LX4551  PID         -  LX4551
 LX4551  STATE/COUNTY-  NY/DUTCHESS
 LX4551  USGS QUAD   -  SALT POINT (1978)
 LX4551
 LX4551                         *CURRENT SURVEY CONTROL
 LX4551  ___________________________________________________________________
 LX4551* NAD 83(1996)-  41 47 27.33238(N)    073 51 00.90385(W)     ADJUSTED  
 LX4551* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 LX4551  ___________________________________________________________________
 LX4551  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 LX4551  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LX4551
 LX4551  HORZ ORDER  -  FIRST
 LX4551
 LX4551.The horizontal coordinates were established by classical geodetic methods
 LX4551.and adjusted by the National Geodetic Survey in January 1999..
 LX4551
 LX4551.The orthometric height was scaled from a topographic map.
 LX4551
 LX4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4551
 LX4551.The geoid height was determined by GEOID03.
 LX4551
 LX4551;                    North         East     Units Scale Factor Converg.
 LX4551;SPC NY E     -   328,584.282   204,002.780   MT  0.99993587   +0 25 58.8
 LX4551;SPC NY E     - 1,078,030.27    669,299.12   sFT  0.99993587   +0 25 58.8
 LX4551;UTM  18      - 4,627,202.174   595,531.257   MT  0.99971230   +0 45 58.6
 LX4551
 LX4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4551!SPC NY E     -   0.99997848  x   0.99993587  =   0.99991435
 LX4551!UTM  18      -   0.99997848  x   0.99971230  =   0.99969079
 LX4551
 LX4551|---------------------------------------------------------------------|
 LX4551| PID    Reference Object                     Distance      Geod. Az  |
 LX4551|                                                           dddmmss.s |
 LX4551| CB3968 DENNIS 3 RM 1                        14.866 METERS 10436     |
 LX4551| LX4436 VERVALIN RESET                      APPROX.11.3 KM 1790649.0 |
 LX4551| CB3969 DENNIS 3 RM 2                         8.270 METERS 19102     |
 LX4551| LX4525 HIGHLAND HUD V PURE FOOD CO TK      APPROX.13.3 KM 2302725.4 |
 LX4551| LX4552 FLASHING WHITE BEACON               APPROX. 3.1 KM 2642341.9 |
 LX4551|---------------------------------------------------------------------|
 LX4551
 LX4551                          SUPERSEDED SURVEY CONTROL
 LX4551
 LX4551  NAD 83(1996)-  41 47 27.33387(N)    073 51 00.90485(W) AD(       ) 1
 LX4551  NAD 83(1996)-  41 47 27.33393(N)    073 51 00.90493(W) AD(       ) 1
 LX4551  NAD 83(1992)-  41 47 27.33386(N)    073 51 00.90483(W) AD(       ) 1
 LX4551  NAD 83(1992)-  41 47 27.33398(N)    073 51 00.90499(W) AD(       ) 1
 LX4551  NAD 83(1986)-  41 47 27.33399(N)    073 51 00.90458(W) AD(       ) 1
 LX4551  NAD 27      -  41 47 26.99800(N)    073 51 02.42700(W) AD(       ) 1
 LX4551
 LX4551.Superseded values are not recommended for survey control.
 LX4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4551.See file dsdata.txt to determine how the superseded data were derived.
 LX4551
 LX4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9553127202(NAD 83)
 LX4551_MARKER: Z = SEE DESCRIPTION
 LX4551_SETTING: 0 = UNSPECIFIED SETTING
 LX4551
 LX4551  HISTORY     - Date     Condition        Report By
 LX4551  HISTORY     - 1933     MONUMENTED       CGS
 LX4551  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX4551  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4551  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX4551  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4551
 LX4551                          STATION DESCRIPTION
 LX4551
 LX4551'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4551'THIS STATION IS ON DENNIS HILL APPROXIMATELY 5 MILES E OF HUDSON
 LX4551'RIVER AND ON PROPERTY BELONGING TO FRED A. DU BOIS.  STATION
 LX4551'IS REACHED FROM EAST PARK AS FOLLOWS--AT INTERSECTION OF ROADS
 LX4551'GO E 1.6 MILES TO FORK IN ROAD.  TAKE L FORK THENCE 1.3 MILES
 LX4551'TO CROSSROADS.  CONTINUE E FROM CROSSROADS 0.7 MILE TO FORK IN
 LX4551'ROAD.  TAKE L FORK THENCE 0.1 MILE TO HOUSE OF FRED
 LX4551'A. DU BOIS.  TURN R, S, THENCE 0.4 MILE TO TOP OF DENNIS
 LX4551'HILL.  MARK IS A STANDARD BRONZE DISK SET IN AN 8-INCH-SQUARE
 LX4551'CONCRETE POST.  UNDERGROUND MARK IS A STANDARD BRONZE DISK
 LX4551'SET IN CONCRETE PADDY ABOUT 2-1/2 FEET BELOW SURFACE.
 LX4551'
 LX4551'TWO REFERENCE MARKS, STANDARD BRONZE DISKS SET IN CONCRETE
 LX4551'POST, WERE SET.  REFERENCE MARK NO. 1 IS 14.865 METERS SE OF
 LX4551'STATION.  REFERENCE MARK NO. 2 IS 8.27 METERS S OF STATION.  BOTH
 LX4551'REFERENCE MARKS ARE SET ABOUT 1 METER N OF STONE WALL JUST S OF
 LX4551'STATION.
 LX4551'
 LX4551'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 LX4551
 LX4551                          STATION RECOVERY (1938)
 LX4551
 LX4551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4551'STATION IS 1 MILE SE OF HOUSE OWNED BY FRED DU BOIS ON HILL
 LX4551'KNOWN AS DENNIS HILL.  MARK IS SET IN A CONCRETE BLOCK 10 BY
 LX4551'10 INCHES PROJECTING ABOUT 3 INCHES AND IS STAMPED DENNIS
 LX4551'2-1933.  IT IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 LX4551'NOTE 1A.
 LX4551'
 LX4551'REFERENCE MARK NO.1 IS STAMPED DENNIS 2 1933 AND REFERENCE
 LX4551'MARK NO.2 IS STAMPED SAME.
 LX4551'
 LX4551'AZIMUTH MARK IS IN A 10- BY 10-INCH CONCRETE BLOCK PROJECTING
 LX4551'ABOUT 3 INCHES ABOVE GROUND AND IS STAMPED DENNIS 2 1933, IS
 LX4551'ABOUT 200 FEET ESE OF HOUSE OWNED BY J.C. BROWN, 1 FOOT S OF
 LX4551'STONE FENCE 7 FEET W OF CORNER OF STONE FENCE AND LARGE MAPLE
 LX4551'TREE, 32 FEET N OF CENTER OF ROAD, 138 FEET E OF WELL PUMP,
 LX4551'AND APPROXIMATELY 0.75 MILE N OF STATION.
 LX4551'
 LX4551'TO REACH STATION FROM EAST PARK AT INTERSECTION OF ROADS, GO
 LX4551'E 1.6 MILES TO FORK IN ROAD.  TAKE L FORK, THENCE 1.3 MILES TO
 LX4551'CROSSROADS.  CONTINUE E FROM CROSSROADS 0.7 MILE TO FORK IN
 LX4551'ROAD.  TAKE L FORK, THENCE 0.1 MILE TO HOUSE OF FRED
 LX4551'A. DU BOIS.  TURN R, S, THENCE 0.4 MILE TO TOP OF DENNIS HILL TO
 LX4551'STATION.
 LX4551'
 LX4551'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4551'CONCRETE AS DESCRIBED IN NOTE 11A.
 LX4551
 LX4551                          STATION RECOVERY (1961)
 LX4551
 LX4551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX4551'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX4551'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LX4551
 LX4551                          STATION RECOVERY (1963)
 LX4551
 LX4551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLB)
 LX4551'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 LX4551'MARK WAS LOOKED FOR BUT NOT RECOVERED.
 LX4551
 LX4551                          STATION RECOVERY (1975)
 LX4551
 LX4551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4551'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 LX4551'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 LX4551'COMPLETELY BLOCKED BY TALL TREES.  STATION IS ABOUT 300 FEET
 LX4551'SOUTHEAST OF A HIGH-TENSION LINE AND 2 FEET NORTH OF A WITNESS
 LX4551'POST.  RM 1 IS EAST-SOUTHEAST OF STATION.  RM 2 IS 8 FEET WEST
 LX4551'OF A DOUBLE, 9-INCH CHERRY TREE AND SOUTH-SOUTHWEST FROM
 LX4551'STATION.
 LX4551'
 LX4551'THE 1938 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4551'
 LX4551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4551'4-1/2 MILES EAST OF HYDE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0277 ***********************************************************************
 PJ0277  DESIGNATION -  DEPAUVILLE
 PJ0277  PID         -  PJ0277
 PJ0277  STATE/COUNTY-  NY/JEFFERSON
 PJ0277  USGS QUAD   -  CLAYTON (1980)
 PJ0277
 PJ0277                         *CURRENT SURVEY CONTROL
 PJ0277  ___________________________________________________________________
 PJ0277* NAD 83(1996)-  44 08 49.45107(N)    076 05 41.92787(W)     ADJUSTED  
 PJ0277* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 PJ0277  ___________________________________________________________________
 PJ0277  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 PJ0277  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PJ0277
 PJ0277  HORZ ORDER  -  FIRST
 PJ0277
 PJ0277.The horizontal coordinates were established by classical geodetic methods
 PJ0277.and adjusted by the National Geodetic Survey in January 1999..
 PJ0277
 PJ0277.The orthometric height was scaled from a topographic map.
 PJ0277
 PJ0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0277
 PJ0277.The geoid height was determined by GEOID03.
 PJ0277
 PJ0277;                    North         East     Units Scale Factor Converg.
 PJ0277;SPC NY C     -   460,721.981   289,069.654   MT  0.99995627   +0 20 24.5
 PJ0277;SPC NY C     - 1,511,552.03    948,389.36   sFT  0.99995627   +0 20 24.5
 PJ0277;UTM  18      - 4,888,790.630   412,427.932   MT  0.99969432   -0 45 45.7
 PJ0277
 PJ0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0277!SPC NY C     -   0.99998619  x   0.99995627  =   0.99994246
 PJ0277!UTM  18      -   0.99998619  x   0.99969432  =   0.99968051
 PJ0277
 PJ0277:                Primary Azimuth Mark                     Grid Az
 PJ0277:SPC NY C     -  THOUSAND ISLANDS PARK SPIPE              018 53 43.7
 PJ0277:UTM  18      -  THOUSAND ISLANDS PARK SPIPE              019 59 53.9
 PJ0277
 PJ0277|---------------------------------------------------------------------|
 PJ0277| PID    Reference Object                     Distance      Geod. Az  |
 PJ0277|                                                           dddmmss.s |
 PJ0277| PJ0206 THOUSAND ISLANDS PARK SPIPE         APPROX.16.9 KM 0191408.2 |
 PJ0277| PH2041 PINE CAMP WATER TANK 2              APPROX.29.7 KM 1160523.7 |
 PJ0277| PJ0307 CLAYTON ISLAND GEN ELEC CO TK       APPROX.16.1 KM 2831225.7 |
 PJ0277| CZ8169 DEPAUVILLE AZ MK                                   3115736.7 |
 PJ0277|---------------------------------------------------------------------|
 PJ0277
 PJ0277                          SUPERSEDED SURVEY CONTROL
 PJ0277
 PJ0277  NAD 83(1986)-  44 08 49.45422(N)    076 05 41.92821(W) AD(       ) 1
 PJ0277  NAD 27      -  44 08 49.28000(N)    076 05 43.15800(W) AD(       ) 1
 PJ0277
 PJ0277.Superseded values are not recommended for survey control.
 PJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0277.See file dsdata.txt to determine how the superseded data were derived.
 PJ0277
 PJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1242888791(NAD 83)
 PJ0277_MARKER: DS = TRIANGULATION STATION DISK
 PJ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0277_STAMPING: DEPAUVILLE 1942
 PJ0277_MARK LOGO: CGS   
 PJ0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0277+STABILITY: SURFACE MOTION
 PJ0277
 PJ0277  HISTORY     - Date     Condition        Report By
 PJ0277  HISTORY     - 1942     MONUMENTED       CGS
 PJ0277  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PJ0277  HISTORY     - 19940609 GOOD             NYDEP
 PJ0277
 PJ0277                          STATION DESCRIPTION
 PJ0277
 PJ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PJ0277'STATION IS ABOUT 1.5 MILES W OF DEPAUVILLE, ON HIGH GROUND ON THE
 PJ0277'PROPERTY OF HIRAM BAVVE.  IT IS IN THE NE CORNER OF A FENCED
 PJ0277'PASTURE, 52 FEET S OF THE CENTER LINE OF AN E-W PAVED ROAD, 28 FEET
 PJ0277'W OF A WIRE FENCE, 14 FEET S OF A STONE FENCE AND 21 FEET ESE OF
 PJ0277'A WHITE REFERENCE POST.  IT IS STAMPED DEPAUVILLE 1942 AND
 PJ0277'PROJECTS 8 INCHES.
 PJ0277'
 PJ0277'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 PJ0277'IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PJ0277'
 PJ0277'REFERENCE MARK NO.1 IS SW BY S OF THE STATION, 1.5 FEET W OF A
 PJ0277'WIRE FENCE AND 42 FEET N OF A FENCE CORNER.  IT IS STAMPED
 PJ0277'DEPAUVILLE NO.1 1942 AND PROJECTS 6 INCHES.
 PJ0277'
 PJ0277'REFERENCE MARK NO.2 IS NW OF THE STATION, 38 FEET S OF THE
 PJ0277'CENTER LINE OF THE PAVED ROAD AND 4 FEET S OF THE STONE FENCE.  IT
 PJ0277'IS STAMPED DEPAUVILLE NO.2 1942 AND PROJECTS 8 INCHES.
 PJ0277'
 PJ0277'THE AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION, 34 FEET
 PJ0277'N OF THE CENTER LINE OF THE PAVED ROAD AND 4.5 FEET S OF A WIRE
 PJ0277'FENCE.  IT IS A BRONZE DISK, STAMPED DEPAUVILLE 1942, SET IN A
 PJ0277'DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 PJ0277'
 PJ0277'TO REACH FROM DEPAUVILLE, GO NW ON NEW YORK HIGHWAY 12 FOR 1.0
 PJ0277'MILE AND TURN LEFT, OFF THE HIGHWAY, ON A NARROW PAVED ROAD.  GO
 PJ0277'1.25 MILES TO THE STATION ON THE S SIDE OF THE ROAD.  CONTINUE 0.4
 PJ0277'MILE TO THE AZIMUTH MARK ON THE N SIDE OF THE ROAD.
 PJ0277'
 PJ0277'A 100-FOOT SIGNAL AT DORR FARM (USLS) SEEN AT 100 FEET.  A
 PJ0277'90-FOOT SIGNAL AT LAFARGEVILLE IS VISIBLE AT 90 FEET.  A 77-FOOT
 PJ0277'SIGNAL AT EVANS IS VISIBLE AT 90 FEET.  A 50-FOOT SIGNAL AT
 PJ0277'HOGSBACK (USLS) SEEN AT 77 FEET.  A 77-FOOT SIGNAL AT BUCKMINSTER
 PJ0277'(U.S.G.S.) SEEN AT 77 FEET.
 PJ0277'
 PJ0277'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 PJ0277
 PJ0277                          STATION RECOVERY (1974)
 PJ0277
 PJ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PJ0277'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PJ0277'CONDITION.  AZIMUTH MARK WAS NOT FOUND, HOWEVER IT IS BELIEVED TO
 PJ0277'STILL EXIST.  VIEW FROM STATION IS OPEN.
 PJ0277'
 PJ0277'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF ST. LAWRENCE ROAD,
 PJ0277'IN THE EAST CORNER OF A PASTURE.  STATION MARK IS A STANDARD DISK
 PJ0277'STAMPED DEPAUVILLE 1942, SET IN THE TOP OF A SQUARE CONCRETE
 PJ0277'MONUMENT PROJECTING 8 INCHES FROM GROUND.  IT IS 52 FEET SOUTHWEST
 PJ0277'OF CENTER LINE OF ST. LAWRENCE ROAD, 14 FEET SOUTHWEST OF A STONE
 PJ0277'WALL AND WIRE FENCE, AND 28 FEET NORTHWEST OF A WIRE FENCE.
 PJ0277'
 PJ0277'RM NO.1 IS A STANDARD DISK STAMPED DEPAUVILLE NO 1 1942, SET
 PJ0277'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 PJ0277'GROUND.  IT IS 1.5 FEET NORTHWEST OF THE WIRE FENCE AND 42 FEET
 PJ0277'NORTHWEST OF THE FENCE CORNER.
 PJ0277'
 PJ0277'RM NO.2 IS A STANDARD DISK STAMPED DEPAUVILLE NO 2 1942, SET
 PJ0277'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 PJ0277'GROUND.  IT IS 38 FEET SOUTHWEST OF CENTER LINE OF ST. LAWRENCE
 PJ0277'ROAD AND 4 FEET SOUTHWEST OF THE STONE WALL.
 PJ0277'
 PJ0277'AZIMUTH MARK WAS DESCRIBED IN 1942 AS FOLLOWS--A BRONZE DISK
 PJ0277'STAMPED DEPAUVILLE 1942, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 PJ0277'WITH GROUND.  IT IS 34 FEET NORTHEAST OF CENTER LINE OF PAVED ROAD
 PJ0277'AND 4.5 FEET SOUTH OF A WIRE FENCE.
 PJ0277'
 PJ0277'TO REACH STATION FROM THE CENTER OF DEPAUVILLE, GO NORTHWEST ON
 PJ0277'NY RTE. 12 FOR 1.0 MILE.  TAKE SIDE ROAD LEFT, ST. LAWRENCE ROAD,
 PJ0277'AND GO 1.05 MILES TO STATION ON LEFT.
 PJ0277'
 PJ0277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PJ0277'1-1/2 MILES WEST OF DEPAUVILLE.
 PJ0277
 PJ0277                          STATION RECOVERY (1994)
 PJ0277
 PJ0277'RECOVERY NOTE BY NEW YORK DEPT OF ENVIRON PROTECTION 1994 (JO)
 PJ0277'RECOVERED FOR GPS HAND HELD EQUIPMENT TESTING.  THE PASTURE DESCRIBED
 PJ0277'IN THE 1974 RECOVERY APPEARS TO BE ABANDONED AND IS REVERTING TO
 PJ0277'SHRUBS.  REFERENCE MARK NO 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 PJ0277'REFERENCE MARK NO 1 WAS NOT SEARCHED FOR.  THE AZIMUTH MARK WAS NOT
 PJ0277'SEARCHED FOR.  THE WHITE REFERENCE POST DESCRIBED IN 1942 WAS NOT
 PJ0277'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1196 ***********************************************************************
 NC1196  DESIGNATION -  DEPEW DRESSER FOUNDRY STACK
 NC1196  PID         -  NC1196
 NC1196  STATE/COUNTY-  NY/ERIE
 NC1196  USGS QUAD   -  ORCHARD PARK (1965)
 NC1196
 NC1196                         *CURRENT SURVEY CONTROL
 NC1196  ___________________________________________________________________
 NC1196* NAD 83(1996)-  42 54 26.17679(N)    078 41 23.30737(W)     ADJUSTED  
 NC1196* NAVD 88     -                                                        
 NC1196  ___________________________________________________________________
 NC1196  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NC1196  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1196
 NC1196  HORZ ORDER  -  THIRD
 NC1196
 NC1196.The horizontal coordinates were established by classical geodetic methods
 NC1196.and adjusted by the National Geodetic Survey in January 1999..
 NC1196
 NC1196
 NC1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1196
 NC1196.The geoid height was determined by GEOID03.
 NC1196
 NC1196;                    North         East     Units Scale Factor Converg.
 NC1196;SPC NY W     -   322,874.775   341,305.484   MT  0.99993843   -0 04 21.0
 NC1196;SPC NY W     - 1,059,298.32  1,119,766.41   sFT  0.99993843   -0 04 21.0
 NC1196;UTM  17      - 4,753,106.672   688,586.704   MT  1.00003755   +1 34 23.8
 NC1196
 NC1196                          SUPERSEDED SURVEY CONTROL
 NC1196
 NC1196  NAD 83(1986)-  42 54 26.18318(N)    078 41 23.30450(W) AD(       ) 4
 NC1196  NAD 27      -  42 54 25.97344(N)    078 41 24.19984(W) AD(       ) 3
 NC1196
 NC1196.Superseded values are not recommended for survey control.
 NC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1196.See file dsdata.txt to determine how the superseded data were derived.
 NC1196
 NC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8858753107(NAD 83)
 NC1196_MARKER: 63 = STACK
 NC1196
 NC1196  HISTORY     - Date     Condition        Report By
 NC1196  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1196  HISTORY     - 1983     GOOD             USPSQD
 NC1196  HISTORY     - 19950503 GOOD             USPSQD
 NC1196  HISTORY     - 19971012 GOOD             USPSQD
 NC1196
 NC1196                          STATION DESCRIPTION
 NC1196
 NC1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1196'STATION IS THE TOP CENTER OF THE DRESSER FOUNDRY COMPANY
 NC1196'STACK.  IT IS A CONCRETE STACK PAINTED BLACK AT THE TOP AND IS
 NC1196'150 FEET HIGH.
 NC1196'
 NC1196'STATION IS LOCATED AT THE DRESSER FOUNDRY IN DEPEW.
 NC1196
 NC1196                          STATION RECOVERY (1983)
 NC1196
 NC1196'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 NC1196'FOUNDRY STACK 2 MAIN STREET DEPEW, N.Y. RECOVERED GOOD.
 NC1196
 NC1196                          STATION RECOVERY (1995)
 NC1196
 NC1196'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1196'RECOVERED IN GOOD CONDITION.
 NC1196
 NC1196                          STATION RECOVERY (1997)
 NC1196
 NC1196'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1195 ***********************************************************************
 NC1195  DESIGNATION -  DEPEW SS PETER AND PAUL CH
 NC1195  PID         -  NC1195
 NC1195  STATE/COUNTY-  NY/ERIE
 NC1195  USGS QUAD   -  ORCHARD PARK (1965)
 NC1195
 NC1195                         *CURRENT SURVEY CONTROL
 NC1195  ___________________________________________________________________
 NC1195* NAD 83(1996)-  42 55 00.19093(N)    078 40 47.30344(W)     ADJUSTED  
 NC1195* NAVD 88     -                                                        
 NC1195  ___________________________________________________________________
 NC1195  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 NC1195  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1195
 NC1195  HORZ ORDER  -  THIRD
 NC1195
 NC1195.The horizontal coordinates were established by classical geodetic methods
 NC1195.and adjusted by the National Geodetic Survey in January 1999..
 NC1195
 NC1195
 NC1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1195
 NC1195.The geoid height was determined by GEOID03.
 NC1195
 NC1195;                    North         East     Units Scale Factor Converg.
 NC1195;SPC NY W     -   323,923.354   342,123.360   MT  0.99993826   -0 03 56.5
 NC1195;SPC NY W     - 1,062,738.54  1,122,449.72   sFT  0.99993826   -0 03 56.5
 NC1195;UTM  17      - 4,754,178.418   689,374.204   MT  1.00004121   +1 34 49.3
 NC1195
 NC1195                          SUPERSEDED SURVEY CONTROL
 NC1195
 NC1195  NAD 83(1986)-  42 55 00.19735(N)    078 40 47.30073(W) AD(       ) 4
 NC1195  NAD 27      -  42 54 59.98666(N)    078 40 48.19545(W) AD(       ) 3
 NC1195
 NC1195.Superseded values are not recommended for survey control.
 NC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1195.See file dsdata.txt to determine how the superseded data were derived.
 NC1195
 NC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH8937454178(NAD 83)
 NC1195_MARKER: 90 = CHURCH SPIRE
 NC1195
 NC1195  HISTORY     - Date     Condition        Report By
 NC1195  HISTORY     - 1972     FIRST OBSERVED   NGS
 NC1195  HISTORY     - 19950503 GOOD             USPSQD
 NC1195  HISTORY     - 19971012 GOOD             USPSQD
 NC1195
 NC1195                          STATION DESCRIPTION
 NC1195
 NC1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 NC1195'STATION IS THE BASE OF THE CROSS ATOP THE SPIRE OF THE SAINTS
 NC1195'PETER AND PAUL CATHOLIC CHURCH.  IT IS A GOLD CROSS 100 FEET
 NC1195'HIGH ATOP A GRAY SHINGLED SPIRE ATOP A RED BRICK CHURCH BUILDING.
 NC1195'
 NC1195'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 NC1195'BURLINGTON AVENUE AND HARLAN STREET IN DEPEW.
 NC1195
 NC1195                          STATION RECOVERY (1995)
 NC1195
 NC1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 NC1195'RECOVERED IN GOOD CONDITION.
 NC1195
 NC1195                          STATION RECOVERY (1997)
 NC1195
 NC1195'RECOVERY NOTE BY US POWER SQUADRON 1997
 NC1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4625 ***********************************************************************
 LX4625  DESIGNATION -  DEPRESSION
 LX4625  PID         -  LX4625
 LX4625  STATE/COUNTY-  NY/DUTCHESS
 LX4625  USGS QUAD   -  KINGSTON EAST (1980)
 LX4625
 LX4625                         *CURRENT SURVEY CONTROL
 LX4625  ___________________________________________________________________
 LX4625* NAD 83(1996)-  41 54 58.24334(N)    073 55 52.17303(W)     ADJUSTED  
 LX4625* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 LX4625  ___________________________________________________________________
 LX4625  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LX4625  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX4625
 LX4625  HORZ ORDER  -  SECOND
 LX4625
 LX4625.The horizontal coordinates were established by classical geodetic methods
 LX4625.and adjusted by the National Geodetic Survey in January 1999..
 LX4625
 LX4625.The orthometric height was scaled from a topographic map.
 LX4625
 LX4625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4625
 LX4625.The geoid height was determined by GEOID03.
 LX4625
 LX4625;                    North         East     Units Scale Factor Converg.
 LX4625;SPC NY E     -   342,447.221   197,186.061   MT  0.99992739   +0 22 48.1
 LX4625;SPC NY E     - 1,123,512.26    646,934.60   sFT  0.99992739   +0 22 48.1
 LX4625;UTM  18      - 4,641,022.041   588,635.491   MT  0.99969667   +0 42 50.7
 LX4625
 LX4625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4625!SPC NY E     -   0.99999356  x   0.99992739  =   0.99992095
 LX4625!UTM  18      -   0.99999356  x   0.99969667  =   0.99969023
 LX4625
 LX4625|---------------------------------------------------------------------|
 LX4625| PID    Reference Object                     Distance      Geod. Az  |
 LX4625|                                                           dddmmss.s |
 LX4625| CB3976 DEPRESSION RM 1                      23.570 METERS 03021     |
 LX4625| CB3975 DEPRESSION AZ MK                                   1105122.4 |
 LX4625| CB3977 DEPRESSION RM 2                      16.630 METERS 13252     |
 LX4625| LX4561 PROSPECT HILL RESET                 APPROX. 5.4 KM 2100155.0 |
 LX4625| LX4610 PORT EWEN REFORMED CH BELFRY        APPROX. 4.0 KM 2544627.5 |
 LX4625| LY2417 ULSTER COUNTY TB HOSP TANK          APPROX. 7.3 KM 2701428.6 |
 LX4625| LX4618 KINGSTON TRINITY LUTH CH SPIRE      APPROX. 4.8 KM 2733309.4 |
 LX4625| LX4599 RHINECLIFF ST JOSEPHS CATH CH       APPROX. 1.6 KM 2823405.8 |
 LX4625| LY2413 KINGSTON CLINTON AVE ME CH          APPROX. 6.9 KM 2823604.8 |
 LX4625| LY2418 KINGSTON FIRST REFORMED CH          APPROX. 7.5 KM 2842107.2 |
 LX4625| LX4612 RONDOUT UNION CONG CH SPIRE         APPROX. 3.7 KM 2872516.8 |
 LX4625| LX4596 RHINECLIFF V ASTOR HOME CUPOLA      APPROX. 3.1 KM 3453553.5 |
 LX4625|---------------------------------------------------------------------|
 LX4625
 LX4625                          SUPERSEDED SURVEY CONTROL
 LX4625
 LX4625  NAD 83(1986)-  41 54 58.24408(N)    073 55 52.17246(W) AD(       ) 2
 LX4625  NAD 27      -  41 54 57.91100(N)    073 55 53.68300(W) AD(       ) 2
 LX4625
 LX4625.Superseded values are not recommended for survey control.
 LX4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4625.See file dsdata.txt to determine how the superseded data were derived.
 LX4625
 LX4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8863541022(NAD 83)
 LX4625_MARKER: Z = SEE DESCRIPTION
 LX4625_SETTING: 0 = UNSPECIFIED SETTING
 LX4625
 LX4625  HISTORY     - Date     Condition        Report By
 LX4625  HISTORY     - 1933     MONUMENTED       CGS
 LX4625  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4625
 LX4625                          STATION DESCRIPTION
 LX4625
 LX4625'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4625'THIS STATION IS ON THE PEAK OF A 240-FOOT RISE ABOUT 1-1/2 MILES
 LX4625'SW OF RHINEBECK, NEW YORK AND APPROXIMATELY 1 MILE E OF RHINECLIFF,
 LX4625'NEW YORK.  IT IS LOCATED ON THE PROPERTY OF JOSEPH MONFORTE.
 LX4625'
 LX4625'SUB-SURFACE MARK IS A STANDARD DISK STAMPED DEPRESSION 1933 SET
 LX4625'IN A MASS OF CONCRETE 2 FEET BENEATH THE SURFACE AND RESTING ON
 LX4625'HARD PAN.
 LX4625'
 LX4625'SURFACE MARK IS A STANDARD DISK STAMPED DEPRESSION 1933 SET IN A
 LX4625'SQUARE BLOCK OF CONCRETE 12 BY 12 BY 18 INCHES WITH A 2-FOOT BELL
 LX4625'BOTTOM.  MARK PROJECTS 2 INCHES ABOVE THE SURFACE.
 LX4625'
 LX4625'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DEPRESSION 1933
 LX4625'NO. 1 CEMENTED IN DRILL HOLE IN ROCK OUTCROP NE OF THE STATION.
 LX4625'
 LX4625'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DEPRESSION 1933
 LX4625'NO. 2 SET IN A SQUARE CONCRETE BLOCK 8 BY 8 BY 30 INCHES.  MARK
 LX4625'IS SW OF THE STATION AND PROJECTS 2 INCHES.
 LX4625'
 LX4625'TO REACH STATION FROM RHINEBECK, NEW YORK--BEGIN AT THE
 LX4625'INTERSECTION OF EAST MARKET WITH MONTGOMERY STREET AND GO
 LX4625'S ON MONTGOMERY STREET (U.S. NO.9) FOR 0.5 MILE, TURN RIGHT JUST
 LX4625'AFTER PASSING CEMETERY ON MACADAM ROAD, PROCEED FOR 0.85 MILE,
 LX4625'TURNING RIGHT AT THE S END OF STEEL BRIDGE INTO A PRIVATE
 LX4625'LANE.  GO 0.65 MILE ON PRIVATE ROAD PASSING BETWEEN DWELLING
 LX4625'HOUSE AND BARNS.  AT THIS POINT TAKE LEFT FORK, GO 0.05 MILE AND
 LX4625'TAKE LEFT FORK FOR 0.1 MILE.  STATION IS APPROXIMATELY 75
 LX4625'METERS TO THE W ON HIGHEST PART OF HILL.  IT IS 13 METERS W OF A
 LX4625'ROCK OUTCROP EXTENDING IN A N AND S DIRECTION AND
 LX4625'APPROXIMATELY 134 METERS N OF AN E-W STONE FENCE.
 LX4625
 LX4625                          STATION RECOVERY (1975)
 LX4625
 LX4625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4625'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 LX4625'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 LX4625'OBSTRUCTED IN ALL DIRECTIONS BY DENSE CEDARS 15 FEET TALL.  STATION
 LX4625'MARK IS NOW FLUSH WITH GROUND AND IS APPROXIMATELY 440 FEET NORTH
 LX4625'OF A STONE WALL.  RM 1 IS IN LEDGE ROCK FLUSH WITH GROUND AND
 LX4625'NORTHEAST OF STATION.  RM 2 IS IN A 8-INCH-SQUARE CONCRETE
 LX4625'MONUMENT FLUSH WITH GROUND AND SOUTH EAST OF STATION INSTEAD
 LX4625'OF SW AS DESCRIBED.
 LX4625'
 LX4625'THE 1933 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4625'
 LX4625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4625'1-1/4-MILES SW OF RHINEBECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1338 ***********************************************************************
 OF1338  DESIGNATION -  DERBY
 OF1338  PID         -  OF1338
 OF1338  STATE/COUNTY-  NY/OSWEGO
 OF1338  USGS QUAD   -  PULASKI (1980)
 OF1338
 OF1338                         *CURRENT SURVEY CONTROL
 OF1338  ___________________________________________________________________
 OF1338* NAD 83(1996)-  43 31 40.11314(N)    076 14 22.34115(W)     ADJUSTED  
 OF1338* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 OF1338  ___________________________________________________________________
 OF1338  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 OF1338  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 OF1338
 OF1338  HORZ ORDER  -  FIRST
 OF1338
 OF1338.The horizontal coordinates were established by classical geodetic methods
 OF1338.and adjusted by the National Geodetic Survey in January 1999..
 OF1338
 OF1338.The orthometric height was scaled from a topographic map.
 OF1338
 OF1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1338
 OF1338.The geoid height was determined by GEOID03.
 OF1338
 OF1338;                    North         East     Units Scale Factor Converg.
 OF1338;SPC NY C     -   391,862.270   277,790.434   MT  0.99994700   +0 14 12.4
 OF1338;SPC NY C     - 1,285,634.80    911,384.12   sFT  0.99994700   +0 14 12.4
 OF1338;UTM  18      - 4,820,176.083   399,835.875   MT  0.99972341   -0 51 13.5
 OF1338
 OF1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1338!SPC NY C     -   0.99999067  x   0.99994700  =   0.99993767
 OF1338!UTM  18      -   0.99999067  x   0.99972341  =   0.99971408
 OF1338
 OF1338:                Primary Azimuth Mark                     Grid Az
 OF1338:SPC NY C     -  PULASKI REGAL PAPER CO TANK              066 28 16.2
 OF1338:UTM  18      -  PULASKI REGAL PAPER CO TANK              067 33 42.1
 OF1338
 OF1338|---------------------------------------------------------------------|
 OF1338| PID    Reference Object                     Distance      Geod. Az  |
 OF1338|                                                           dddmmss.s |
 OF1338| OF1337 PULASKI REGAL PAPER CO TANK         APPROX. 9.5 KM 0664228.6 |
 OF1338| OF0188 PULASKI                             APPROX. 8.9 KM 0710604.0 |
 OF1338| OF1346 MEXICO MUNICIPAL STANDPIPE          APPROX. 7.9 KM 1680345.1 |
 OF1338| OF1345 MEXICO FIRST PRESB CH SPIRE         APPROX. 7.9 KM 1733901.2 |
 OF1338| AI7899 DERBY AZ MK                                        2453336.3 |
 OF1338|---------------------------------------------------------------------|
 OF1338
 OF1338                          SUPERSEDED SURVEY CONTROL
 OF1338
 OF1338  NAD 83(1986)-  43 31 40.11746(N)    076 14 22.33785(W) AD(       ) 1
 OF1338  NAD 27      -  43 31 39.86700(N)    076 14 23.59200(W) AD(       ) 1
 OF1338
 OF1338.Superseded values are not recommended for survey control.
 OF1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1338.See file dsdata.txt to determine how the superseded data were derived.
 OF1338
 OF1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9983620176(NAD 83)
 OF1338_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1338_STAMPING: DERBY 1942
 OF1338_MARK LOGO: CGS   
 OF1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1338+STABILITY: SURFACE MOTION
 OF1338
 OF1338  HISTORY     - Date     Condition        Report By
 OF1338  HISTORY     - 1942     MONUMENTED       CGS
 OF1338  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OF1338  HISTORY     - 1980     GOOD             LOCENG
 OF1338  HISTORY     - 19800802 GOOD             LOCENG
 OF1338
 OF1338                          STATION DESCRIPTION
 OF1338
 OF1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OF1338'STATION IS ABOUT 6 MILES WSW OF PULASKI AND 50 YARDS S OF THE
 OF1338'SHORE OF LAKE ONTARIO ON A PROMINENT GRASSY HILL ON THE PROPERTY
 OF1338'OF WM. DERBY.  IT IS 38 FEET W OF A TELEPHONE POLE, 22 FEET NW OF
 OF1338'THE CENTER LINE OF A TRACK ROAD AND 7 FEET S OF A WHITE REFERENCE
 OF1338'POST.  IT IS STAMPED DERBY 1942 AND IS FLUSH WITH THE SURFACE
 OF1338'OF THE GROUND.
 OF1338'
 OF1338'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OF1338'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OF1338'
 OF1338'REFERENCE MARK NO.1 IS ESE OF THE STATION, 7 FEET SE OF THE CENTER
 OF1338'LINE OF THE ROAD AND 2 FEET SE OF THE TELEPHONE POLE.  IT IS
 OF1338'STAMPED DERBY NO.1 1942 AND IS FLUSH WITH THE SURFACE OF THE
 OF1338'GROUND.
 OF1338'
 OF1338'REFERENCE MARK NO.2 IS SW BY S OF THE STATION AND 10 FEET SE
 OF1338'OF THE CENTER LINE OF THE ROAD TO THE STATION.  IT IS STAMPED
 OF1338'DERBY NO.2 1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 OF1338'
 OF1338'THE AZIMUTH MARK IS ABOUT 0.25 MILE WSW OF THE STATION, 12 FEET
 OF1338'SW OF THE CENTER LINE OF THE ROAD TO THE STATION, 8 FEET NW OF
 OF1338'POWER POLE NO.19 AND 4 FEET NW OF A WHITE REFERENCE POST.  IT IS
 OF1338'STAMPED DERBY 1942 AND PROJECTS 6 INCHES.
 OF1338'
 OF1338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 OF1338'NEW YORK HIGHWAY 13 IN PULASKI, GO W ON NEW YORK HIGHWAY 13 FOR 3
 OF1338'MILES AND TURN LEFT, S, ON NEW YORK HIGHWAY 3.  GO 4.3 MILES AND
 OF1338'TURN RIGHT, WESTERLY, OFF THE HIGHWAY AT A SIGN MEXICO PT..  GO
 OF1338'0.5 MILE AND TURN RIGHT, N, ON A GRAVEL ROAD.  GO 1.1 MILES TO
 OF1338'THE AZIMUTH MARK AND A T-ROAD RIGHT AT SOME SUMMER CABINS.  TURN
 OF1338'RIGHT ON THIS T-ROAD AND GO 0.2 MILE TO THE TOP OF A GRASSY HILL
 OF1338'AND THE STATION.
 OF1338'
 OF1338'A 90-FOOT SIGNAL AT SCRIBIA IS VISIBLE AT 77 FEET.  77-FOOT SIGNALS
 OF1338'AT PULASKI AND MEXICO ARE VISIBLE AT 77 FEET.
 OF1338'
 OF1338'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF1338
 OF1338                          STATION RECOVERY (1975)
 OF1338
 OF1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 OF1338'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NEITHER REFERENCE
 OF1338'MARK, NOR THE AZIMUTH MARK, WERE RECOVERED.  THEY WERE ALL QUITE
 OF1338'CLOSE TO THE ROAD AND MAY HAVE BEEN DESTROYED BY ROAD IMPROVEMENT
 OF1338'WORK.  VIEW FROM STATION IS OPEN IN ALL DIRECTIONS.
 OF1338'
 OF1338'STATION MARK IS A STANDARD DISK STAMPED DERBY 1942, SET IN THE TOP
 OF1338'OF A 12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 OF1338'22 FEET NORTH OF CENTER LINE OF ROAD, ON HIGHEST POINT OF HILL,
 OF1338'39.3 FEET NORTHWEST OF A POWER LINE POLE AND 83.1 FEET
 OF1338'EAST-SOUTHEAST OF THE NORTH TREE IN A ROW OF 4 SPRUCE TREES.
 OF1338'
 OF1338'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 OF1338'NY RTE. 13 IN PULASKI, GO WEST ON RTE. 13 FOR 3 MILES.  BEAR LEFT
 OF1338'AND GO SOUTHERLY ON NY RTE. 3 FOR 4.3 MILES TO INTERSECTION WITH
 OF1338'NY RTE. 104B.  TURN RIGHT AND GO WEST ON RTE. 104B FOR 0.5 MILE TO
 OF1338'SAGE CREEK DRIVE ON RIGHT.  TURN RIGHT AND GO NORTH 1.1 MILES
 OF1338'TO RIGHT TURN IN ROAD AND POINT WHERE AZIMUTH MARK SHOULD BE.
 OF1338'GO RIGHT, EAST, FOR 0.2 MILE TO STATION ON LEFT.
 OF1338
 OF1338                          STATION RECOVERY (1980)
 OF1338
 OF1338'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RB)
 OF1338'DERBY 1942 RECOVERED IN GOOD CONDITION.  VIEW IS LIMITED AT GROUND
 OF1338'LEVEL BY BRUSH AROUND STATION.  NEITHER REFERENCE MARK, OR THE
 OF1338'AZIMUTH MARK WERE FOUND.
 OF1338'
 OF1338'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WSW OF PULASKI.
 OF1338
 OF1338                          STATION RECOVERY (1980)
 OF1338
 OF1338'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (CLN)
 OF1338'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1,
 OF1338'2 AND THE AZIMUTH MARK WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 OF1338'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  THERE WAS NO
 OF1338'SUITABLE LOCATION TO SET A NEW AZIMUTH MARK.  A NEW DESCRIPTION
 OF1338'FOLLOWS.
 OF1338'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) WEST-SOUTHWEST OF
 OF1338'PULASKI, 50 YARDS SOUTH OF THE SHORE OF LAKE ONTARIO AND ON A
 OF1338'PROMINENT GRASSY HILL.  TO REACH THE STATION FORM THE INTERSECTION OF
 OF1338'U.S.  HIGHWAY 11 AND STATE HIGHWAY 13, IN PULASKI, GO WEST ON HIGHWAY
 OF1338'13 FOR 4.8 KM (3.00 MI) .  BEAR LEFT AND GO SOUTHERLY ON STATE HIGHWAY
 OF1338'3 FOR 6.9 KM (4.30 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 OF1338'ON STATE HIGHWAY 104B FOR 0.8 KM (0.50 MI) TO A SIDE ROAD RIGHT.  TURN
 OF1338'RIGHT AND GO NORTH ON SAGE CREEK ROAD FOR 1.8 KM (1.10 MI) TO A SIDE
 OF1338'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.3 KM (0.20
 OF1338'MI) TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 OF1338'THE STATION IS A CGS DISK STAMPED--DERBY 1942--, SET INTO THE TOP OF
 OF1338'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH
 OF1338'GROUND.  LOCATED 12.2 METERS (40.0 FT) NORTHWEST FORM A POWERLINE
 OF1338'POLE.  6.7 METERS (22.0 FT) NORTH-NORTHWEST FORM THE CENTER OF DIRT
 OF1338'ROAD.  4.3 METERS (14.1 FT) EAST-NORTHEAST FORM THE CENTER OF A LANE
 OF1338'LEADING TO BLUFF AND 2.9 METERS (9.5 FT) NORTH-NORTHEAST FORM THE EAST
 OF1338'GATE POST OF A CABLE GATE.
 OF1338'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DERBY 1942 NO 4
 OF1338'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 OF1338'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 7.6 METERS (24.9 FT)
 OF1338'WEST-SOUTHWEST FORM THE POWERLINE POLE.  4.6 METERS (15.1 FT)
 OF1338'SOUTH-SOUTHEAST FORM THE CENTER OF DIRT ROAD.  0.9 METER (3.0 FT)
 OF1338'EAST-NORTHEAST FORM THE EAST GATE POST OF A CABLE GATE ON THE SOUTH
 OF1338'SIDE OF ROAD.  0.3 METER (1.0 FT) HIGHER THAN THE STATION.
 OF1338'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DERBY 1942 NO 4
 OF1338'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 OF1338'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 4.1 METERS (13.5 FT)
 OF1338'WEST-SOUTHWEST FORM THE CENTER OF LANE LEADING TO BLUFF.  5.2 METERS
 OF1338'(17.1 FT) NORTH-NORTHWEST FORM THE CENTER OF THE DIRT ROAD.  1.4 METER
 OF1338'(4.6 FT) WEST-NORTHWEST FORM THE WEST GATE POST OF A CABLE GATE.  0.3
 OF1338'METER (1.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2261 ***********************************************************************
 NA2261  DESIGNATION -  DERUYTER
 NA2261  PID         -  NA2261
 NA2261  STATE/COUNTY-  NY/MADISON
 NA2261  USGS QUAD   -  SOUTH OTSELIC (1976)
 NA2261
 NA2261                         *CURRENT SURVEY CONTROL
 NA2261  ___________________________________________________________________
 NA2261* NAD 83(1996)-  42 44 10.30445(N)    075 52 06.92861(W)     ADJUSTED  
 NA2261* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 NA2261  ___________________________________________________________________
 NA2261  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 NA2261  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NA2261
 NA2261  HORZ ORDER  -  SECOND
 NA2261
 NA2261.The horizontal coordinates were established by classical geodetic methods
 NA2261.and adjusted by the National Geodetic Survey in January 1999..
 NA2261
 NA2261.The orthometric height was scaled from a topographic map.
 NA2261
 NA2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2261
 NA2261.The geoid height was determined by GEOID03.
 NA2261
 NA2261;                    North         East     Units Scale Factor Converg.
 NA2261;SPC NY C     -   304,113.529   308,525.933   MT  0.99997963   +0 29 06.2
 NA2261;SPC NY C     -   997,745.80  1,012,222.17   sFT  0.99997963   +0 29 06.2
 NA2261;UTM  18      - 4,731,886.197   428,900.213   MT  0.99966219   -0 35 22.1
 NA2261
 NA2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2261!SPC NY C     -   0.99991036  x   0.99997963  =   0.99988999
 NA2261!UTM  18      -   0.99991036  x   0.99966219  =   0.99957258
 NA2261
 NA2261|---------------------------------------------------------------------|
 NA2261| PID    Reference Object                     Distance      Geod. Az  |
 NA2261|                                                           dddmmss.s |
 NA2261| CZ8173 DERUYTER RM 2                        16.749 METERS 17729     |
 NA2261| CZ8171 DERUYTER AZ MK                                     1781126.5 |
 NA2261| NA2263 MAXON                               APPROX. 7.4 KM 2463521.1 |
 NA2261| CZ8172 DERUYTER RM 1                        22.406 METERS 32633     |
 NA2261|---------------------------------------------------------------------|
 NA2261
 NA2261                          SUPERSEDED SURVEY CONTROL
 NA2261
 NA2261  NAD 83(1986)-  42 44 10.30946(N)    075 52 06.92778(W) AD(       ) 2
 NA2261  NAD 27      -  42 44 10.06900(N)    075 52 08.22300(W) AD(       ) 2
 NA2261
 NA2261.Superseded values are not recommended for survey control.
 NA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2261.See file dsdata.txt to determine how the superseded data were derived.
 NA2261
 NA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN2890031886(NAD 83)
 NA2261_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2261
 NA2261  HISTORY     - Date     Condition        Report By
 NA2261  HISTORY     - 1942     MONUMENTED       CGS
 NA2261  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2261
 NA2261                          STATION DESCRIPTION
 NA2261
 NA2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 NA2261'STATION IS ABOUT 1.5 MILES S AND 1 MILE E OF DE RUYTER, ON THE
 NA2261'SUMMIT OF A HILL THAT IS TIMBERED ON THE W SLOPE AND BARE ON
 NA2261'THE E SLOPE.  THE MARK IS ON THE LAND OWNED BY GEORGE
 NA2261'WHITEMAN.  IT IS 15.1 FEET SE OF A TRIANGULAR BLAZED 8-INCH
 NA2261'ASH TREE, 6.3 FEET W OF A N-S FENCE LINE, 3.2 FEET S OF A
 NA2261'STANDARD REFERENCE POST.  THE DISK IS STAMPED DERUYTER 1942.
 NA2261'
 NA2261'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NA2261'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 NA2261'1A, 7A, AND 11A.
 NA2261'
 NA2261'REFERENCE MARK NO. 1 IS 73.51 FEET NNW OF THE STATION AND
 NA2261'23.5 FEET W OF A WIRE FENCE.  THE DISK IS STAMPED DERUYTER
 NA2261'NO. 1 1942.
 NA2261'
 NA2261'REFERENCE MARK NO. 2 IS 54.95 FEET S OF THE STATION, 24 FEET
 NA2261'W OF A WIRE FENCE AND 2.8 FEET E OF A 10-INCH APPLE TREE.  THE
 NA2261'DISK IS STAMPED DERUYTER NO. 2 1942.
 NA2261'
 NA2261'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION, 32 FEET NW OF
 NA2261'THE W EDGE OF THE WOODS, 1.4 FEET NE OF A STANDARD REFERENCE
 NA2261'POST, AND 1 FOOT NW OF A WIRE FENCE.  THE DISK IS STAMPED
 NA2261'DERUYTER 1942.
 NA2261'
 NA2261'TO REACH THE STATION FROM THE DERUYTER POST OFFICE, GO E ONE
 NA2261'BLOCK ON STATE HIGHWAY 13, HERE TURN RIGHT AND GO S FOR 0.35
 NA2261'MILE TO A T-ROAD LEFT, THENCE LEFT ON GRADED DIRT ROAD FOR 1.7
 NA2261'MILES TO A FARMHOUSE ON THE RIGHT, TURN RIGHT AND PASS TO RIGHT
 NA2261'OF THE HOUSE AND BARN AND FOLLOW A TRACK ROAD SOUTHWESTERLY FOR
 NA2261'0.15 MILE TO A WIRE GATE, THENCE W UPHILL FOR 0.15 MILE TO THE
 NA2261'CREST OF THE HILL.* HERE TURN RIGHT ACROSS PASTURE FOR 0.25
 NA2261'MILE TO A WIRE FENCE, CONTINUE ON FOR ABOUT 100 YARDS TO THE
 NA2261'HIGHEST POINT OF THE HILL AND STATION.
 NA2261'
 NA2261'*THE AZIMUTH MARK IS ON THE LEFT AT THE CREST OF THE HILL.
 NA2261'
 NA2261'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NA2261
 NA2261                          STATION RECOVERY (1975)
 NA2261
 NA2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2261'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 NA2261'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN
 NA2261'FROM NORTH, CLOCKWISE TO SOUTH.  THE REMAINING 180-DEGREE SECTOR
 NA2261'IS BLOCKED BY HEAVY WOODS.  AZIMUTH MARK WOULD BE VISIBLE FROM
 NA2261'STATION WITH SOME LIMBING AT STATION.
 NA2261'
 NA2261'STATION IS LOCATED ON A PROMINENT HILL WHICH HAS DENSE TIMBER
 NA2261'ON THE WEST SIDE, AND HAS A CULTIVATED FIELD ON TOP AT THE EAST
 NA2261'SIDE OF THE TIMBER.  THERE ARE SMALL PLANTED PINES ON THE EASTERN
 NA2261'SLOPES.  THERE IS NOW AN EXTENSIVE EXCAVATION ON THE
 NA2261'HILL, APPARENTLY FOR THE QUARRYING OF SLATE.  STATION MARK IS
 NA2261'A STANDARD DISK STAMPED DERUYTER 1942, SET IN THE TOP OF A
 NA2261'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES FROM
 NA2261'GROUND.  IT IS AT EDGE OF WOODS, 22 FEET WEST OF CENTER LINE
 NA2261'OF THE PRESENT FIELD ROAD, 3 FEET SOUTH OF THE OLD WOODEN
 NA2261'WITNESS POST, 2 FEET NORTHWEST OF A METAL WITNESS POST, AND
 NA2261'ABOUT 100 FEET WEST OF EDGE OF EXCAVATION.
 NA2261'
 NA2261'RM NO. 1 IS A STANDARD DISK STAMPED DERUYTER NO 1 1942, SET IN
 NA2261'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 NA2261'FROM GROUND.  IT IS INSIDE THE TIMBER, 49 FEET WEST OF CENTER
 NA2261'LINE OF FIELD ROAD.
 NA2261'
 NA2261'RM NO. 2 IS A STANDARD DISK STAMPED DERUYTER NO 2 1942, SET IN
 NA2261'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 NA2261'FROM GROUND.  IT IS INSIDE THE TIMBER, 27 FEET WEST OF CENTER
 NA2261'LINE OF FIELD ROAD AND 34 FEET WEST OF SOUTH END OF THE
 NA2261'EXCAVATION.
 NA2261'
 NA2261'AZIMUTH MARK IS A STANDARD DISK STAMPED DERUYTER 1942, SET IN
 NA2261'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 NA2261'FROM GROUND.  IT IS ON SOUTH END OF THE STATION HILL, IN THE
 NA2261'SOUTH POINT OF A LARGE, UNCULTIVATED TRIANGLE BORDERED BY
 NA2261'CULTIVATED FIELDS AND WOODS.  29 FEET NORTHWEST OF EDGE OF
 NA2261'WOODS, 12 FEET EAST OF EDGE OF CULTIVATED FIELD AND 2 FEET
 NA2261'NORTHWEST OF A METAL WITNESS POST.
 NA2261'
 NA2261'TO REACH STATION FROM THE MAIN CROSSROAD INTERSECTION IN
 NA2261'DERUYTER, GO SOUTH ON MACADAM ROAD FOR 0.35 MILE TO FORK.  TAKE
 NA2261'LEFT FORK AND GO SOUTHEAST 1.7 MILES TO FARM BUILDINGS ON
 NA2261'RIGHT.  GO WEST-SOUTHWEST ON FIELD ROAD FOR 0.4 MILE TO CREST
 NA2261'OF RIDGE AND AZIMUTH MARK 29 FEET NORTHWEST OF EDGE OF
 NA2261'TIMBER.  GO RIGHT, NORTHERLY, ALONG RIDGE LINE FOR ABOUT 1/4
 NA2261'MILE TO HIGHEST POINT AND STATION, IN EAST EDGE OF TREES.
 NA2261'
 NA2261'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NA2261'2 MILES SOUTHEAST OF DERUYTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2488 ***********************************************************************
 MZ2488  DESIGNATION -  DETTINGER WEST
 MZ2488  PID         -  MZ2488
 MZ2488  STATE/COUNTY-  NY/ALBANY
 MZ2488  USGS QUAD   -  DELMAR (1980)
 MZ2488
 MZ2488                         *CURRENT SURVEY CONTROL
 MZ2488  ___________________________________________________________________
 MZ2488* NAD 83(1996)-  42 34 38.02520(N)    073 45 14.56486(W)     ADJUSTED  
 MZ2488* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2488  ___________________________________________________________________
 MZ2488  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MZ2488  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 MZ2488
 MZ2488  HORZ ORDER  -  THIRD
 MZ2488
 MZ2488.The horizontal coordinates were established by classical geodetic methods
 MZ2488.and adjusted by the National Geodetic Survey in January 1999..
 MZ2488
 MZ2488.The orthometric height was scaled from a topographic map.
 MZ2488
 MZ2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2488
 MZ2488.The geoid height was determined by GEOID03.
 MZ2488
 MZ2488;                    North         East     Units Scale Factor Converg.
 MZ2488;SPC NY E     -   415,981.326   211,235.211   MT  0.99994612   +0 30 17.0
 MZ2488;SPC NY E     - 1,364,765.40    693,027.52   sFT  0.99994612   +0 30 17.0
 MZ2488;UTM  18      - 4,714,620.822   602,249.856   MT  0.99972863   +0 50 35.0
 MZ2488
 MZ2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2488!SPC NY E     -   1.00000496  x   0.99994612  =   0.99995108
 MZ2488!UTM  18      -   1.00000496  x   0.99972863  =   0.99973359
 MZ2488
 MZ2488|---------------------------------------------------------------------|
 MZ2488| PID    Reference Object                     Distance      Geod. Az  |
 MZ2488|                                                           dddmmss.s |
 MZ2488| MZ2554 VAN WIES POINT DIKE LIGHT           250.494 METERS 08205     |
 MZ2488| MZ2553 VAN WIES DIKE 1                     248.857 METERS 08338     |
 MZ2488| DA2502 DETTINGER WEST RM 2                   6.706 METERS 10020     |
 MZ2488| MZ2479 STAATS POINT LIGHT                  APPROX. 0.7 KM 1570732.1 |
 MZ2488| DA2501 DETTINGER WEST RM 1                  27.560 METERS 16555     |
 MZ2488| MZ2486 BEAR ID                             APPROX. 1.4 KM 1805551.3 |
 MZ2488|---------------------------------------------------------------------|
 MZ2488
 MZ2488                          SUPERSEDED SURVEY CONTROL
 MZ2488
 MZ2488  NAD 83(1996)-  42 34 38.02746(N)    073 45 14.56621(W) AD(       ) 3
 MZ2488  NAD 83(1996)-  42 34 38.02768(N)    073 45 14.56618(W) AD(       ) 3
 MZ2488  NAD 83(1992)-  42 34 38.02792(N)    073 45 14.56585(W) AD(       ) 3
 MZ2488  NAD 83(1992)-  42 34 38.02822(N)    073 45 14.56576(W) AD(       ) 3
 MZ2488  NAD 83(1986)-  42 34 38.02846(N)    073 45 14.56509(W) AD(       ) 3
 MZ2488  NAD 27      -  42 34 37.73800(N)    073 45 16.13200(W) AD(       ) 3
 MZ2488
 MZ2488.Superseded values are not recommended for survey control.
 MZ2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2488.See file dsdata.txt to determine how the superseded data were derived.
 MZ2488
 MZ2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0225014621(NAD 83)
 MZ2488
 MZ2488  HISTORY     - Date     Condition        Report By
 MZ2488  HISTORY     - 1934     MONUMENTED       CGS
 MZ2488  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2488  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MZ2488
 MZ2488                          STATION DESCRIPTION
 MZ2488
 MZ2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2488'ON W SIDE OF HUDSON RIVER APPROXIMATELY 575 METERS S OF VAN WIES
 MZ2488'POINT FLASHING LIGHT, 2.9 FEET FROM EDGE OF WOODEN BULKHEAD ON AN
 MZ2488'OLD DOCK.  THIS IS THE SECOND DOCK N OF BEAR ISLAND.  STATION
 MZ2488'IS A STANDARD UNITED STATES ENGINEERS CONCRETE MONUMENT.
 MZ2488'
 MZ2488'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 MZ2488'DESCRIBED IN NOTE 11A.
 MZ2488'
 MZ2488'REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRASS DISKS SET IN
 MZ2488'8- BY 8-INCH CONCRETE MONUMENTS.
 MZ2488
 MZ2488                          STATION RECOVERY (1935)
 MZ2488
 MZ2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2488'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL
 MZ2488'MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO AID IN FUTURE RECOVERY
 MZ2488'AND ASSIST IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 MZ2488
 MZ2488                          STATION RECOVERY (1974)
 MZ2488
 MZ2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 MZ2488'STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  THERE HAS BEEN
 MZ2488'CONSIDERABLE EROSION BEHIND THE OLD BULKHEAD, AND NEW CONCRETE
 MZ2488'AND STONE HAS BEEN PLACED THERE.  THE MARKS WERE PROBABLY
 MZ2488'DESTROYED OR COVERED.
 MZ2488'
 MZ2488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2488'4 MILES SOUTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0975 ***********************************************************************
 OG0975  DESIGNATION -  DEVEAUX
 OG0975  PID         -  OG0975
 OG0975  STATE/COUNTY-  NY/NIAGARA
 OG0975  USGS QUAD   -  
 OG0975
 OG0975                         *CURRENT SURVEY CONTROL
 OG0975  ___________________________________________________________________
 OG0975* NAD 83(1996)-  43 07 23.89330(N)    079 03 39.86583(W)     ADJUSTED  
 OG0975* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 OG0975  ___________________________________________________________________
 OG0975  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 OG0975  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OG0975
 OG0975  HORZ ORDER  -  THIRD
 OG0975
 OG0975.The horizontal coordinates were established by classical geodetic methods
 OG0975.and adjusted by the National Geodetic Survey in January 1999..
 OG0975
 OG0975.The orthometric height was scaled from a topographic map.
 OG0975
 OG0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0975
 OG0975.The geoid height was determined by GEOID03.
 OG0975
 OG0975;                    North         East     Units Scale Factor Converg.
 OG0975;SPC NY W     -   346,978.256   311,124.963   MT  0.99995608   -0 19 35.7
 OG0975;SPC NY W     - 1,138,377.83  1,020,749.15   sFT  0.99995608   -0 19 35.7
 OG0975;UTM  17      - 4,776,332.248   657,724.313   MT  0.99990603   +1 19 32.4
 OG0975
 OG0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0975!SPC NY W     -   0.99997709  x   0.99995608  =   0.99993317
 OG0975!UTM  17      -   0.99997709  x   0.99990603  =   0.99988312
 OG0975
 OG0975:                Primary Azimuth Mark                     Grid Az
 OG0975:SPC NY W     -  NIAGARA UNIVERSITY CROSS IBC             046 24 50.7
 OG0975:UTM  17      -  NIAGARA UNIVERSITY CROSS IBC             044 45 42.6
 OG0975
 OG0975|---------------------------------------------------------------------|
 OG0975| PID    Reference Object                     Distance      Geod. Az  |
 OG0975|                                                           dddmmss.s |
 OG0975| OG0786 NIAGARA UNIVERSITY CROSS IBC        APPROX. 2.4 KM 0460515.0 |
 OG0975| CZ9315 DEVEAUX RM 2                          3.605 METERS 11319     |
 OG0975| OG0976 DEVEAUX IWC RM 1 IBC                 24.856 METERS 19656     |
 OG0975| OG0895 MOSES SUB                           375.299 METERS 32138     |
 OG0975|---------------------------------------------------------------------|
 OG0975
 OG0975                          SUPERSEDED SURVEY CONTROL
 OG0975
 OG0975  NAD 83(1986)-  43 07 23.89877(N)    079 03 39.86333(W) AD(       ) 3
 OG0975  NAD 27      -  43 07 23.70100(N)    079 03 40.69972(W) AD(       ) 3
 OG0975
 OG0975.Superseded values are not recommended for survey control.
 OG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0975.See file dsdata.txt to determine how the superseded data were derived.
 OG0975
 OG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5772476332(NAD 83)
 OG0975_MARKER: DD = SURVEY DISK
 OG0975_SETTING: 66 = SET IN ROCK OUTCROP
 OG0975_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OG0975
 OG0975  HISTORY     - Date     Condition        Report By
 OG0975  HISTORY     - 1912     MONUMENTED       IWC
 OG0975  HISTORY     - 1956     SEE DESCRIPTION  IBC
 OG0975  HISTORY     - 1971     GOOD             IBC
 OG0975
 OG0975                          STATION DESCRIPTION
 OG0975
 OG0975'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0975'IN THE NORTH END OF NIAGARA FALLS, NEW YORK, ON THE HIGH CLIFF
 OG0975'OVERLOOKING NIAGARA RIVER, ABOUT 300 FEET NORTH OF THE INTERSECTION
 OG0975'OF HIGHWAY 31 WITH NIAGARA RAPIDS BOULEVARD AND 300 FEET SOUTHWEST
 OG0975'OF THE ENTRANCE TO VANDERBILT AVENUE.  THE STATION IS ABOUT 100
 OG0975'FEET WEST OF THE WEST CURB OF THE BOULEVARD AND 10 FEET FROM THE
 OG0975'EDGE OF THE CLIFF.
 OG0975'
 OG0975'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK CEMENTED,
 OG0975'A LITTLE BELOW THE GENERAL GROUND LEVEL, IN A DRILL HOLE IN BEDROCK.
 OG0975'THERE ARE TWO REFERENCES.  NO 1 IS A IBC STANDARD BRONZE - DISK
 OG0975'REFERENCE MARK SET FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP
 OG0975'OF A CYLINDER OF CONCRETE 6 INCHES IN DIAMETER AND 3 FEET IN DEPTH.
 OG0975'AN ARROW ON THE MARK POINTS TOWARD THE STATION.  NO 2 IS A DRILL HOLE
 OG0975'IN A 2 BY 3 FEET ROCK OUTCROP BELOW THE BANK.  THE ROCK IS FLUSH
 OG0975'WITH THE SURFACE OF THE GROUND.
 OG0975
 OG0975                          STATION RECOVERY (1956)
 OG0975
 OG0975'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0975'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.  RM2 OK.
 OG0975
 OG0975                          STATION RECOVERY (1971)
 OG0975
 OG0975'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0975'THE STATION AND REFERENCE NO 2 WERE RECOVERED AS DESCRIBED AND FOUND
 OG0975'IN GOOD CONDITION.  REFERENCE NO 1 WAS NOT RECOVERED.  THE STATION
 OG0975'IS 5 FEET FROM THE EDGE OF THE CLIFF AND 4.5 FEET NORTHWEST OF A
 OG0975'STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0976 ***********************************************************************
 OG0976  DESIGNATION -  DEVEAUX IWC RM 1 IBC
 OG0976  PID         -  OG0976
 OG0976  STATE/COUNTY-  NY/NIAGARA
 OG0976  USGS QUAD   -  
 OG0976
 OG0976                         *CURRENT SURVEY CONTROL
 OG0976  ___________________________________________________________________
 OG0976* NAD 83(1996)-  43 07 23.12275(N)    079 03 40.18601(W)     ADJUSTED  
 OG0976* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 OG0976  ___________________________________________________________________
 OG0976  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 OG0976  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OG0976
 OG0976  HORZ ORDER  -  THIRD
 OG0976
 OG0976.The horizontal coordinates were established by classical geodetic methods
 OG0976.and adjusted by the National Geodetic Survey in January 1999..
 OG0976
 OG0976.The orthometric height was scaled from a topographic map.
 OG0976
 OG0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0976
 OG0976.The geoid height was determined by GEOID03.
 OG0976
 OG0976;                    North         East     Units Scale Factor Converg.
 OG0976;SPC NY W     -   346,954.519   311,117.590   MT  0.99995609   -0 19 35.9
 OG0976;SPC NY W     - 1,138,299.95  1,020,724.96   sFT  0.99995609   -0 19 35.9
 OG0976;UTM  17      - 4,776,308.311   657,717.628   MT  0.99990601   +1 19 32.2
 OG0976
 OG0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0976!SPC NY W     -   0.99997709  x   0.99995609  =   0.99993318
 OG0976!UTM  17      -   0.99997709  x   0.99990601  =   0.99988310
 OG0976
 OG0976                          SUPERSEDED SURVEY CONTROL
 OG0976
 OG0976  NAD 83(1986)-  43 07 23.12823(N)    079 03 40.18350(W) AD(       ) 3
 OG0976  NAD 27      -  43 07 22.93044(N)    079 03 41.01988(W) AD(       ) 3
 OG0976
 OG0976.Superseded values are not recommended for survey control.
 OG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0976.See file dsdata.txt to determine how the superseded data were derived.
 OG0976
 OG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5771876308(NAD 83)
 OG0976_MARKER: DD = SURVEY DISK
 OG0976_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0976
 OG0976  HISTORY     - Date     Condition        Report By
 OG0976  HISTORY     - 1941     MONUMENTED       IBC
 OG0976  HISTORY     - 1956     MARK NOT FOUND   IBC
 OG0976
 OG0976                          STATION DESCRIPTION
 OG0976
 OG0976'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0976'IN THE NORTH END OF NIAGARA FALLS, NEW YORK, ON THE HIGH CLIFF
 OG0976'OVERLOOKING NIAGARA RIVER, ABOUT 300 FEET NORTH OF THE INTERSECTION
 OG0976'OF HIGHWAY 31 WITH NIAGARA RAPIDS BOULEVARD AND 300 FEET SOUTHWEST
 OG0976'OF THE ENTRANCE TO VANDERBILT AVENUE.
 OG0976'
 OG0976'STATION MARK IS AN IBC STANDARD BRONZE - DISK REFERENCE MARK SET
 OG0976'FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 OG0976'CONCRETE 6 INCHES IN DIAMETER AND 3 FEET IN DEPTH.
 OG0976
 OG0976                          STATION RECOVERY (1956)
 OG0976
 OG0976'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0976'NOT RECOVERED.  PROBABLY COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2658 ***********************************************************************
 LY2658  DESIGNATION -  DEVENOGE
 LY2658  PID         -  LY2658
 LY2658  STATE/COUNTY-  NY/SULLIVAN
 LY2658  USGS QUAD   -  HIGHLAND LAKE (1976)
 LY2658
 LY2658                         *CURRENT SURVEY CONTROL
 LY2658  ___________________________________________________________________
 LY2658* NAD 83(1996)-  41 31 34.38002(N)    074 50 24.27300(W)     ADJUSTED  
 LY2658* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 LY2658  ___________________________________________________________________
 LY2658  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LY2658  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY2658
 LY2658  HORZ ORDER  -  SECOND
 LY2658
 LY2658.The horizontal coordinates were established by classical geodetic methods
 LY2658.and adjusted by the National Geodetic Survey in January 1999..
 LY2658
 LY2658.The orthometric height was scaled from a topographic map.
 LY2658
 LY2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2658
 LY2658.The geoid height was determined by GEOID03.
 LY2658
 LY2658;                    North         East     Units Scale Factor Converg.
 LY2658;SPC NY E     -   299,038.656   121,619.243   MT  0.99990991   -0 13 31.7
 LY2658;SPC NY E     -   981,095.99    399,012.47   sFT  0.99990991   -0 13 31.7
 LY2658;SPC PA N     -   155,063.173   842,813.771   MT  0.99995864   +1 55 30.1
 LY2658;SPC PA N     -   508,736.43  2,765,131.51   sFT  0.99995864   +1 55 30.1
 LY2658;UTM  18      - 4,597,187.127   513,342.332   MT  0.99960219   +0 06 21.7
 LY2658
 LY2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2658!SPC NY E     -   0.99993565  x   0.99990991  =   0.99984557
 LY2658!SPC PA N     -   0.99993565  x   0.99995864  =   0.99989429
 LY2658!UTM  18      -   0.99993565  x   0.99960219  =   0.99953787
 LY2658
 LY2658|---------------------------------------------------------------------|
 LY2658| PID    Reference Object                     Distance      Geod. Az  |
 LY2658|                                                           dddmmss.s |
 LY2658| CB3987 DEVENOGE RM 1                        36.939 METERS 24356     |
 LY2658| CB3988 DEVENOGE RM 2                        27.295 METERS 32044     |
 LY2658| CB3986 DEVENOGE AZ MK                                     3362555.9 |
 LY2658|---------------------------------------------------------------------|
 LY2658
 LY2658                          SUPERSEDED SURVEY CONTROL
 LY2658
 LY2658  NAD 83(1986)-  41 31 34.38275(N)    074 50 24.27358(W) AD(       ) 2
 LY2658  NAD 27      -  41 31 34.05800(N)    074 50 25.67800(W) AD(       ) 2
 LY2658
 LY2658.Superseded values are not recommended for survey control.
 LY2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2658.See file dsdata.txt to determine how the superseded data were derived.
 LY2658
 LY2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1334297187(NAD 83)
 LY2658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2658
 LY2658  HISTORY     - Date     Condition        Report By
 LY2658  HISTORY     - 1942     MONUMENTED       CGS
 LY2658  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 LY2658
 LY2658                          STATION DESCRIPTION
 LY2658
 LY2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2658'STATION IS ON THE HILL OF THE DE VENOGE GOLF AND COUNTRY CLUB,
 LY2658'0.25 MILE E OF HIGHLAND LAKE AND 2.5 MILES E OF ELDRED.  IT
 LY2658'IS ON PROPERTY OF THE GOLF CLUB WHICH IS CONTROLLED BY
 LY2658'MR. WILLIAM MILLER OF MONTICELLO, 22 FEET S OF THE MAIN ROAD
 LY2658'LEADING INTO THE GOLF CLUB, 71 FEET NW OF THE FLAGPOLE AND 73
 LY2658'FEET N BY E OF A 2-FOOT MAPLE TREE JUST S OF NO.1 TEE.  IT IS
 LY2658'STAMPED DE VENOGE 1942 AND IS FLUSH WITH THE SURFACE OF THE
 LY2658'GROUND.
 LY2658'
 LY2658'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 LY2658'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY2658'
 LY2658'REFERENCE MARK NO.1 IS SW OF THE STATION, ALONG THE W EDGE OF
 LY2658'THE FAIRWAY OF NO.1 HOLE AND ON THE E SIDE OF A LILAC
 LY2658'BUSH.  IT IS STAMPED DE VENOGE NO.1 1942 AND IS FLUSH WITH THE
 LY2658'SURFACE OF THE GROUND.
 LY2658'
 LY2658'REFERENCE MARK NO.2 IS NW OF THE STATION, AT THE SE EDGE OF A
 LY2658'SMALL PINE GROVE AND 41 FEET NE OF THE CENTER OF THE MAIN ROAD
 LY2658'LEADING INTO THE GOLF CLUB.  IT IS STAMPED DE VENOGE NO.2 1942
 LY2658'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LY2658'
 LY2658'THE AZIMUTH MARK IS ABOUT 0.75 MILE NNW OF THE STATION.  IT IS
 LY2658'A BRONZE DISK SET FLUSH IN FLAT TOP OF A 4- BY 5-FOOT BOULDER
 LY2658'PROTRUDING 2 FEET.  IT IS 21 FEET SW OF THE CENTER OF A GRAVEL
 LY2658'ROAD, 21 FEET SE OF A FENCE CORNER AND 59 FEET SE OF A POWER LINE
 LY2658'POLE NO.669.  IT IS STAMPED DE VENOGE 1942.  TO REACH FROM THE
 LY2658'STATION, GO 0.2 MILE TO MACADAM ROAD, TURN RIGHT AND GO 0.7 MILE
 LY2658'TO THE MARK ON THE LEFT.
 LY2658'
 LY2658'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ELDRED, GO
 LY2658'EAST ON THE ROAD TO HIGHLAND LAKE FOR 0.1 MILE TO A Y JUST ACROSS
 LY2658'A BRIDGE, BEAR LEFT AND GO 2.1 MILES, THEN TURN LEFT AND GO 0.5
 LY2658'MILE TO THE LAKEWOOD INN, TURN RIGHT ON A GRAVEL ROAD AND GO 0.2
 LY2658'MILE TO THE GOLF CLUB, NO.1 TEE, AND THE STATION.
 LY2658'
 LY2658'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WEBER
 LY2658'(U.S.G.S. 1940).
 LY2658'
 LY2658'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION MONTICELLO.
 LY2658'
 LY2658'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION WHITE LAKE.
 LY2658'
 LY2658'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TONN.
 LY2658'
 LY2658'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION CLUB.
 LY2658'
 LY2658'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY2658
 LY2658                          STATION RECOVERY (1972)
 LY2658
 LY2658'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JEM)
 LY2658'DE VENOGE 1942 GOOD.
 LY2658'
 LY2658'ACTUAL STATION RECOVERED, AZIMUTH MARK RECOVERED, REFERENCE
 LY2658'MARKS NOT LOOKED FOR - LARGE PINE PLANTATION GROWTH UP
 LY2658'BETWEEN STATION AND AZIMUTH - TREES MUST BE CUT TO OBSERVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1870 ***********************************************************************
 OE1870  DESIGNATION -  DEVEREUX NYSS 201 1942
 OE1870  PID         -  OE1870
 OE1870  STATE/COUNTY-  NY/ONEIDA
 OE1870  USGS QUAD   -  UTICA EAST (1983)
 OE1870
 OE1870                         *CURRENT SURVEY CONTROL
 OE1870  ___________________________________________________________________
 OE1870* NAD 83(1996)-  43 04 46.67587(N)    075 14 52.81285(W)     ADJUSTED  
 OE1870* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 OE1870  ___________________________________________________________________
 OE1870  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 OE1870  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 OE1870
 OE1870  HORZ ORDER  -  SECOND
 OE1870
 OE1870.The horizontal coordinates were established by classical geodetic methods
 OE1870.and adjusted by the National Geodetic Survey in January 1999..
 OE1870
 OE1870.The orthometric height was scaled from a topographic map.
 OE1870
 OE1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1870
 OE1870.The geoid height was determined by GEOID03.
 OE1870
 OE1870;                    North         East     Units Scale Factor Converg.
 OE1870;SPC NY C     -   342,881.631   358,737.244   MT  1.00008290   +0 54 43.7
 OE1870;SPC NY C     - 1,124,937.48  1,176,957.11   sFT  1.00008290   +0 54 43.7
 OE1870;SPC NY E     -   471,789.239    89,091.863   MT  0.99994562   -0 30 39.3
 OE1870;SPC NY E     - 1,547,861.86    292,295.55   sFT  0.99994562   -0 30 39.3
 OE1870;UTM  18      - 4,769,687.719   479,811.758   MT  0.99960501   -0 10 09.8
 OE1870
 OE1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1870!SPC NY C     -   0.99996537  x   1.00008290  =   1.00004827
 OE1870!SPC NY E     -   0.99996537  x   0.99994562  =   0.99991100
 OE1870!UTM  18      -   0.99996537  x   0.99960501  =   0.99957040
 OE1870
 OE1870                          SUPERSEDED SURVEY CONTROL
 OE1870
 OE1870  NAD 83(1986)-  43 04 46.67933(N)    075 14 52.81192(W) AD(       ) 2
 OE1870  NAD 27      -  43 04 46.43500(N)    075 14 54.21700(W) AD(       ) 2
 OE1870
 OE1870.Superseded values are not recommended for survey control.
 OE1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1870.See file dsdata.txt to determine how the superseded data were derived.
 OE1870
 OE1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN7981269688(NAD 83)
 OE1870
 OE1870  HISTORY     - Date     Condition        Report By
 OE1870  HISTORY     - 1942     MONUMENTED       CGS
 OE1870
 OE1870                          STATION DESCRIPTION
 OE1870
 OE1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1870'THIS TRAVERSE STATION IS LOCATED ABOUT 1-1/2 MILES S OF THE
 OE1870'CENTER OF UTICA, ON A HILL IN THE ROSCOE CONKLIN PARK.  IT IS A
 OE1870'STANDARD NEW YORK STATE SURVEY MARK, LOCATED NEAR THE E END OF
 OE1870'A ROAD CIRCLE ENCLOSING A SMALL PARK AREA.  IT IS 119 FEET
 OE1870'FLAGPOLE IN THE ROAD CIRCLE AND 122.75 FEET SE OF
 OE1870'TRIANGULATION STATION UTICA.  THE MARK IS A 6 BY 6-INCH GRANITE
 OE1870'POST WITH A CHISELED CROSS AT THE TOP PROJECTING ABOUT 18
 OE1870'INCHES.  ON THE E SIDE IS CARVED 201, ON THE N SIDE NY, AND ON
 OE1870'THE W SIDE SS.
 OE1870'
 OE1870'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OE1870'UTICA, DISTANCE- 37.415 METERS (122.75 FEET).
 OE1870'
 OE1870'TO REACH THE STATION FROM THE CENTER OF UTICA GO S ON
 OE1870'GENESEE STREET (STATE ROUTE 12) TO PARKWAY, TURN LEFT AND FOLLOW
 OE1870'E ON PARKWAY FOR 0.95 MILE TO A T-ROAD RIGHT, TURN SHARP RIGHT
 OE1870'AND GO UP THE GRADE TO THE FIRST ROAD LEFT, TURN LEFT AND
 OE1870'CONTINUE UP THE HILL TO ANOTHER TURN RIGHT, TURN RIGHT AND
 OE1870'FOLLOW TO THE TOP OF THE HILL TO A ROAD CIRCLE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0846 ***********************************************************************
 OG0846  DESIGNATION -  DEVIL SUB IBC
 OG0846  PID         -  OG0846
 OG0846  STATE/COUNTY-  NY/NIAGARA
 OG0846  USGS QUAD   -  
 OG0846
 OG0846                         *CURRENT SURVEY CONTROL
 OG0846  ___________________________________________________________________
 OG0846* NAD 83(1996)-  43 08 04.58354(N)    079 02 42.34079(W)     ADJUSTED  
 OG0846* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 OG0846  ___________________________________________________________________
 OG0846  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OG0846  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OG0846
 OG0846  HORZ ORDER  -  THIRD
 OG0846
 OG0846.The horizontal coordinates were established by classical geodetic methods
 OG0846.and adjusted by the National Geodetic Survey in January 1999..
 OG0846
 OG0846.The orthometric height was scaled from a topographic map.
 OG0846
 OG0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0846
 OG0846.The geoid height was determined by GEOID03.
 OG0846
 OG0846;                    North         East     Units Scale Factor Converg.
 OG0846;SPC NY W     -   348,226.585   312,432.152   MT  0.99995486   -0 18 56.6
 OG0846;SPC NY W     - 1,142,473.39  1,025,037.82   sFT  0.99995486   -0 18 56.6
 OG0846;UTM  17      - 4,777,617.692   658,994.902   MT  0.99991098   +1 20 12.8
 OG0846
 OG0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0846!SPC NY W     -   0.99997945  x   0.99995486  =   0.99993431
 OG0846!UTM  17      -   0.99997945  x   0.99991098  =   0.99989043
 OG0846
 OG0846:                Primary Azimuth Mark                     Grid Az
 OG0846:SPC NY W     -  GORGE VIEW PARK TANK IBC                 016 13 56.6
 OG0846:UTM  17      -  GORGE VIEW PARK TANK IBC                 014 34 47.2
 OG0846
 OG0846|---------------------------------------------------------------------|
 OG0846| PID    Reference Object                     Distance      Geod. Az  |
 OG0846|                                                           dddmmss.s |
 OG0846| OG0830 GORGE VIEW PARK TANK IBC            APPROX. 2.3 KM 0155500.0 |
 OG0846| OG0836 COLLEGE                             APPROX. 0.5 KM 0433329.4 |
 OG0846| OG0890 REF MON 14 41 ECC IBC               APPROX. 1.2 KM 2413205.8 |
 OG0846| OG0796 REF MON 12 41 IWC                   APPROX. 0.5 KM 3474855.9 |
 OG0846|---------------------------------------------------------------------|
 OG0846
 OG0846                          SUPERSEDED SURVEY CONTROL
 OG0846
 OG0846  NAD 83(1986)-  43 08 04.58905(N)    079 02 42.33802(W) AD(       ) 3
 OG0846  NAD 27      -  43 08 04.39354(N)    079 02 43.17463(W) AD(       ) 3
 OG0846
 OG0846.Superseded values are not recommended for survey control.
 OG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0846.See file dsdata.txt to determine how the superseded data were derived.
 OG0846
 OG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5899577618(NAD 83)
 OG0846_MARKER: DD = SURVEY DISK
 OG0846_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0846
 OG0846  HISTORY     - Date     Condition        Report By
 OG0846  HISTORY     - 1941     MONUMENTED       IBC
 OG0846  HISTORY     - 1971     SEE DESCRIPTION  IBC
 OG0846
 OG0846                          STATION DESCRIPTION
 OG0846
 OG0846'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0846'ABOUT 2000 FEET SOUTHWEST OF NIAGARA UNIVERSITY, IN THE DEVILS HOLE
 OG0846'STATE PARK, ON THE TOP OF THE HIGH CLIFF OVERLOOKING THE NIAGARA
 OG0846'RIVER.  THE STATION IS IN THE WESTERN CORNER OF THE NORTHERNMOST OF
 OG0846'TWO PROJECTIONS OF THE EDGE OF THE CLIFF AT THE DEVILS HOLE AND LIES
 OG0846'BETWEEN THE EDGE OF THE CLIFF AND THE IRON RAILING AROUND THE PARK.
 OG0846'IT IS ABOUT 2 FEET FROM THE CLIFFS EDGE AND 8 INCHES OUTSIDE THE
 OG0846'RAILING.  PROBABLY OK IN 1956, HIGH GRASS.
 OG0846'
 OG0846'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0846'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE,
 OG0846'6 INCHES IN DIAMETER AND 1-1/2 FEET IN DEPTH.  THE SUBSURFACE MARK
 OG0846'IS A BRASS SCREW SET 2 FEET BELOW THE SURFACE OF THE GROUND IN THE
 OG0846'TOP OF A CYLINDER OF CONCRETE, 8 INCHES IN DIAMETER AND 6 INCHES IN
 OG0846'DEPTH.  THERE ARE TWO REFERENCES.  NO 1, 5.91 FEET SOUTHEAST OF THE
 OG0846'STATION, IS AN IRON POST SUPPORTING THE RAILING.  NO 2, 5.2 FEET
 OG0846'NORTH OF THE STATION, IS A SIMILAR POST.
 OG0846
 OG0846                          STATION RECOVERY (1971)
 OG0846
 OG0846'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0846'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 OG0846'IS ON THE OUTSIDE OF A 4 - FOOT HIGH, CYCLONE FENCE AND 4 FEET WEST
 OG0846'OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2680 ***********************************************************************
 OF2680  DESIGNATION -  DEVILS LSC 1972
 OF2680  PID         -  OF2680
 OF2680  STATE/COUNTY-  NY/MONROE
 OF2680  USGS QUAD   -  HAMLIN (1978)
 OF2680
 OF2680                         *CURRENT SURVEY CONTROL
 OF2680  ___________________________________________________________________
 OF2680* NAD 83(1996)-  43 22 01.95053(N)    077 57 51.60371(W)     ADJUSTED  
 OF2680* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 OF2680  ___________________________________________________________________
 OF2680  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OF2680  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OF2680
 OF2680  HORZ ORDER  -  SECOND
 OF2680
 OF2680.The horizontal coordinates were established by classical geodetic methods
 OF2680.and adjusted by the National Geodetic Survey in January 1999..
 OF2680
 OF2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2680
 OF2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2680
 OF2680.The geoid height was determined by GEOID03.
 OF2680
 OF2680;                    North         East     Units Scale Factor Converg.
 OF2680;SPC NY W     -   374,149.082   400,169.084   MT  0.99996845   +0 25 30.2
 OF2680;SPC NY W     - 1,227,520.78  1,312,888.07   sFT  0.99996845   +0 25 30.2
 OF2680;UTM  18      - 4,805,862.355   259,819.551   MT  1.00030966   -2 02 11.4
 OF2680;UTM  17      - 4,806,070.354   745,960.262   MT  1.00034423   +2 05 08.0
 OF2680
 OF2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2680!SPC NY W     -   0.99999273  x   0.99996845  =   0.99996118
 OF2680!UTM  18      -   0.99999273  x   1.00030966  =   1.00030239
 OF2680!UTM  17      -   0.99999273  x   1.00034423  =   1.00033696
 OF2680
 OF2680|---------------------------------------------------------------------|
 OF2680| PID    Reference Object                     Distance      Geod. Az  |
 OF2680|                                                           dddmmss.s |
 OF2680| OF2679 DEVILS LSC RM 1 1972                136.600 METERS 15816     |
 OF2680| OF2681 DEVILS LSC RM 2 1972                143.768 METERS 24246     |
 OF2680| OF2682 DEVILS LSC AZ MK 1972               APPROX. 0.9 KM 2744821.3 |
 OF2680|---------------------------------------------------------------------|
 OF2680
 OF2680                          SUPERSEDED SURVEY CONTROL
 OF2680
 OF2680  NAD 83(1986)-  43 22 01.95769(N)    077 57 51.60148(W) AD(       ) 2
 OF2680  NAD 27      -  43 22 01.75368(N)    077 57 52.56860(W) AD(       ) 2
 OF2680  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 OF2680
 OF2680.Superseded values are not recommended for survey control.
 OF2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2680.See file dsdata.txt to determine how the superseded data were derived.
 OF2680
 OF2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5982005862(NAD 83)
 OF2680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF2680+STABILITY: SURFACE MOTION
 OF2680
 OF2680  HISTORY     - Date     Condition        Report By
 OF2680  HISTORY     - 1972     MONUMENTED       USLS
 OF2680
 OF2680                          STATION DESCRIPTION
 OF2680
 OF2680'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OF2680'STATION IS ABOUT 3.5 MILES NNE OF THE VILLAGE OF MORTON AND IS
 OF2680'SITUATED ON STATE PROPERTY WITHIN HAMLIN BEACH STATE PARK, 0.6
 OF2680'MILES EAST OF DEVILS NOSE AND ON THE GEOGRAPHICAL POINT OF BLUFF
 OF2680'BEACH.
 OF2680'
 OF2680'TO REACH THE STATION FROM THE HAMLIN BEACH STATE PARK EXIT OF THE
 OF2680'LAKE ONTARIO STATE PARKWAY, PROCEED THROUGH THE PARK ENTRANCE AND
 OF2680'WESTERLY ALONG THE MAIN PARK ROAD TO PARKING LOT AREA
 OF2680'NO. 4.  CONTINUE ON FOOT FOR 460 FEET ALONG FOOTPATHS TO THE
 OF2680'STATION NEAR THE LAKE.
 OF2680'
 OF2680'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 OF2680'
 OF2680'STATION MARK, STAMPED DEVILS LSC 1972 AND SET 2 IN BELOW THE
 OF2680'GROUND SURFACE, IS 334.38 FEET NORTHWEST FROM THE NW CORNER OF
 OF2680'WEST BLUFF SHELTER NO. 1, 320.4 FEET EAST OF A POPULAR TREE,
 OF2680'99.8 FEET NORTH OF AN ASHPHALT PATH AND APPROXIMATELY 73 FEET
 OF2680'FROM THE BLUFFS EDGE AT THE LAKE.
 OF2680'
 OF2680'REFERENCE MARK NO. 1, STAMPED DEVILS LSC NO 1 1972 AND SET 1 IN
 OF2680'BELOW THE GROUND SURFACE, IS 18.4 FEET NORTH OF PARKING LOT
 OF2680'NO. 4, 145.26 FEET WSW OF THE SW CORNER OF A PUBLIC RESTROOM AND
 OF2680'EAST OF THE INTERSECTION OF TWO SIDEWALKS.
 OF2680'
 OF2680'REFERENCE MARK NO. 2, STAMPED DEVILS LSC NO 2 1972 AND SET FLUSH
 OF2680'WITH THE GROUND SURFACE IS 53.0 FEET SOUTH OF A WALKWAY PARALLELING
 OF2680'THE SHORE LINE, 109.4 FEET WEST OF A FIRE HYDRANT AND 167.7 FEET
 OF2680'SOUTHWEST OF A 5 FT DIAMETER POPLAR TREE.
 OF2680'
 OF2680'AZIMUTH MARK, STAMPED DEVILS LSC 1972 AND SET 2 IN BELOW THE
 OF2680'GROUND SURFACE, IS NEAR THE TOURIST FOOTPATH LEADING UP TO THE
 OF2680'DEVILS NOSE OVERLOOK JUST OUTSIDE OF THE WOODED POINT.  58 FEET
 OF2680'SOUTH OF THE EDGE OF THE BLUFF, 234.5 FEET WEST OF A Y
 OF2680'INTERSECTION IN THE FOOTPATHS, 142.3 FEET SOUTHEAST OF A 3 IN
 OF2680'DIAMETER OAK TREE AND 5.21 FEET NORTHEAST OF A METAL WITNESS
 OF2680'SIGN.
 OF2680'
 OF2680'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2682 ***********************************************************************
 OF2682  DESIGNATION -  DEVILS LSC AZ MK 1972
 OF2682  PID         -  OF2682
 OF2682  STATE/COUNTY-  NY/MONROE
 OF2682  USGS QUAD   -  HAMLIN (1978)
 OF2682
 OF2682                         *CURRENT SURVEY CONTROL
 OF2682  ___________________________________________________________________
 OF2682* NAD 83(1996)-  43 22 04.42861(N)    077 58 32.03671(W)     ADJUSTED  
 OF2682* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 OF2682  ___________________________________________________________________
 OF2682  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OF2682  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OF2682
 OF2682  HORZ ORDER  -  SECOND
 OF2682
 OF2682.The horizontal coordinates were established by classical geodetic methods
 OF2682.and adjusted by the National Geodetic Survey in January 1999..
 OF2682
 OF2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2682
 OF2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2682
 OF2682.The geoid height was determined by GEOID03.
 OF2682
 OF2682;                    North         East     Units Scale Factor Converg.
 OF2682;SPC NY W     -   374,218.862   399,258.235   MT  0.99996734   +0 25 02.5
 OF2682;SPC NY W     - 1,227,749.72  1,309,899.73   sFT  0.99996734   +0 25 02.5
 OF2682;UTM  18      - 4,805,971.228   258,912.227   MT  1.00031503   -2 02 39.3
 OF2682;UTM  17      - 4,806,113.727   745,047.433   MT  1.00033872   +2 04 40.3
 OF2682
 OF2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2682!SPC NY W     -   0.99999273  x   0.99996734  =   0.99996007
 OF2682!UTM  18      -   0.99999273  x   1.00031503  =   1.00030776
 OF2682!UTM  17      -   0.99999273  x   1.00033872  =   1.00033145
 OF2682
 OF2682                          SUPERSEDED SURVEY CONTROL
 OF2682
 OF2682  NAD 83(1986)-  43 22 04.43583(N)    077 58 32.03447(W) AD(       ) 2
 OF2682  NAD 27      -  43 22 04.23130(N)    077 58 33.00028(W) AD(       ) 2
 OF2682  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 OF2682
 OF2682.Superseded values are not recommended for survey control.
 OF2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2682.See file dsdata.txt to determine how the superseded data were derived.
 OF2682
 OF2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5891205971(NAD 83)
 OF2682
 OF2682  HISTORY     - Date     Condition        Report By
 OF2682  HISTORY     - 1972     MONUMENTED       USLS
 OF2682  HISTORY     - 19950227 MARK NOT FOUND   USPSQD
 OF2682
 OF2682                          STATION DESCRIPTION
 OF2682
 OF2682'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OF2682'MARK, STAMPED DEVILS LSC 1972 AND SET 2 INCHES BELOW THE GROUND
 OF2682'SURFACE, IS NEAR THE TOURIST FOOTPATH LEADING UP TO THE DEVILS
 OF2682'NOSE OVERLOOK JUST OUTSIDE OF THE WOODED POINT.  58 FEET SOUTH OF
 OF2682'THE EDGE OF THE BLUFF, 234.5 FEET WEST OF A Y INTERSECTION IN THE
 OF2682'FOOTPATHS, 142.3 FEET SOUTHEAST OF A 3 INCH DIAMETER OAK TREE AND
 OF2682'5.21 FEET NORTHEAST OF A METAL WITNESS SIGN.
 OF2682
 OF2682                          STATION RECOVERY (1995)
 OF2682
 OF2682'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF2682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2679 ***********************************************************************
 OF2679  DESIGNATION -  DEVILS LSC RM 1 1972
 OF2679  PID         -  OF2679
 OF2679  STATE/COUNTY-  NY/MONROE
 OF2679  USGS QUAD   -  HAMLIN (1978)
 OF2679
 OF2679                         *CURRENT SURVEY CONTROL
 OF2679  ___________________________________________________________________
 OF2679* NAD 83(1996)-  43 21 57.83898(N)    077 57 49.35680(W)     ADJUSTED  
 OF2679* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 OF2679  ___________________________________________________________________
 OF2679  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OF2679  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OF2679
 OF2679  HORZ ORDER  -  SECOND
 OF2679
 OF2679.The horizontal coordinates were established by classical geodetic methods
 OF2679.and adjusted by the National Geodetic Survey in January 1999..
 OF2679
 OF2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2679
 OF2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2679
 OF2679.The geoid height was determined by GEOID03.
 OF2679
 OF2679;                    North         East     Units Scale Factor Converg.
 OF2679;SPC NY W     -   374,022.578   400,220.612   MT  0.99996851   +0 25 31.7
 OF2679;SPC NY W     - 1,227,105.74  1,313,057.12   sFT  0.99996851   +0 25 31.7
 OF2679;UTM  18      - 4,805,733.711   259,865.614   MT  1.00030939   -2 02 09.7
 OF2679;UTM  17      - 4,805,945.349   746,015.455   MT  1.00034457   +2 05 09.4
 OF2679
 OF2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2679!SPC NY W     -   0.99999273  x   0.99996851  =   0.99996124
 OF2679!UTM  18      -   0.99999273  x   1.00030939  =   1.00030212
 OF2679!UTM  17      -   0.99999273  x   1.00034457  =   1.00033730
 OF2679
 OF2679:                Primary Azimuth Mark                     Grid Az
 OF2679:SPC NY W     -  SEAMAN                                   236 36 51.8
 OF2679:UTM  18      -  SEAMAN                                   239 04 33.2
 OF2679:UTM  17      -  SEAMAN                                   234 57 14.1
 OF2679
 OF2679|---------------------------------------------------------------------|
 OF2679| PID    Reference Object                     Distance      Geod. Az  |
 OF2679|                                                           dddmmss.s |
 OF2679| OF2683 SEAMAN                              APPROX. 1.9 KM 2370223.5 |
 OF2679| OF2681 DEVILS LSC RM 2 1972                188.589 METERS 28854     |
 OF2679| OF2680 DEVILS LSC 1972                     136.600 METERS 33816     |
 OF2679|---------------------------------------------------------------------|
 OF2679
 OF2679                          SUPERSEDED SURVEY CONTROL
 OF2679
 OF2679  NAD 83(1986)-  43 21 57.84614(N)    077 57 49.35458(W) AD(       ) 2
 OF2679  NAD 27      -  43 21 57.64221(N)    077 57 50.32174(W) AD(       ) 2
 OF2679  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 OF2679
 OF2679.Superseded values are not recommended for survey control.
 OF2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2679.See file dsdata.txt to determine how the superseded data were derived.
 OF2679
 OF2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5986605734(NAD 83)
 OF2679
 OF2679  HISTORY     - Date     Condition        Report By
 OF2679  HISTORY     - 1972     MONUMENTED       USLS
 OF2679
 OF2679                          STATION DESCRIPTION
 OF2679
 OF2679'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OF2679'MARK, STAMPED DEVILS LSC NO 1 1972 AND SET 1 INCH BELOW THE GROUND
 OF2679'SURFACE, IS 18.4 FEET NORTH OF PARKING LOT NO. 4, 145.26 FEET WSW
 OF2679'OF THE SW CORNER OF A PUBLIC RESTROOM AND EAST OF THE INTERSECTION
 OF2679'OF TWO SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2681 ***********************************************************************
 OF2681  DESIGNATION -  DEVILS LSC RM 2 1972
 OF2681  PID         -  OF2681
 OF2681  STATE/COUNTY-  NY/MONROE
 OF2681  USGS QUAD   -  HAMLIN (1978)
 OF2681
 OF2681                         *CURRENT SURVEY CONTROL
 OF2681  ___________________________________________________________________
 OF2681* NAD 83(1996)-  43 21 59.81858(N)    077 57 57.28120(W)     ADJUSTED  
 OF2681* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 OF2681  ___________________________________________________________________
 OF2681  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OF2681  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OF2681
 OF2681  HORZ ORDER  -  SECOND
 OF2681
 OF2681.The horizontal coordinates were established by classical geodetic methods
 OF2681.and adjusted by the National Geodetic Survey in January 1999..
 OF2681
 OF2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2681
 OF2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2681
 OF2681.The geoid height was determined by GEOID03.
 OF2681
 OF2681;                    North         East     Units Scale Factor Converg.
 OF2681;SPC NY W     -   374,082.344   400,041.750   MT  0.99996829   +0 25 26.3
 OF2681;SPC NY W     - 1,227,301.82  1,312,470.31   sFT  0.99996829   +0 25 26.3
 OF2681;UTM  18      - 4,805,801.127   259,689.424   MT  1.00031043   -2 02 15.2
 OF2681;UTM  17      - 4,805,999.928   745,834.868   MT  1.00034347   +2 05 04.0
 OF2681
 OF2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2681!SPC NY W     -   0.99999273  x   0.99996829  =   0.99996102
 OF2681!UTM  18      -   0.99999273  x   1.00031043  =   1.00030316
 OF2681!UTM  17      -   0.99999273  x   1.00034347  =   1.00033620
 OF2681
 OF2681|---------------------------------------------------------------------|
 OF2681| PID    Reference Object                     Distance      Geod. Az  |
 OF2681|                                                           dddmmss.s |
 OF2681| OF2680 DEVILS LSC 1972                     143.768 METERS 06246     |
 OF2681| OF2679 DEVILS LSC RM 1 1972                188.589 METERS 10854     |
 OF2681| OF2683 SEAMAN                              APPROX. 1.7 KM 2320932.9 |
 OF2681|---------------------------------------------------------------------|
 OF2681
 OF2681                          SUPERSEDED SURVEY CONTROL
 OF2681
 OF2681  NAD 83(1986)-  43 21 59.82576(N)    077 57 57.27897(W) AD(       ) 2
 OF2681  NAD 27      -  43 21 59.62170(N)    077 57 58.24573(W) AD(       ) 2
 OF2681  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 OF2681
 OF2681.Superseded values are not recommended for survey control.
 OF2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2681.See file dsdata.txt to determine how the superseded data were derived.
 OF2681
 OF2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTP5968905801(NAD 83)
 OF2681
 OF2681  HISTORY     - Date     Condition        Report By
 OF2681  HISTORY     - 1972     MONUMENTED       USLS
 OF2681
 OF2681                          STATION DESCRIPTION
 OF2681
 OF2681'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 OF2681'MARK, STAMPED DEVILS LSC NO 2 1972 AND SET FLUSH WITH THE GROUND
 OF2681'SURFACE IS 53.0 FEET SOUTH OF A WALKWAY PARALLELING THE SHORE
 OF2681'LINE, 109.4 FEET WEST OF A FIRE HYDRANT AND 167.7 FEET SOUTHWEST
 OF2681'OF A 5 FEET DIAMETER POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1784 ***********************************************************************
 OF1784  DESIGNATION -  DEVRIEZE 1925
 OF1784  PID         -  OF1784
 OF1784  STATE/COUNTY-  NY/MONROE
 OF1784  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1784
 OF1784                         *CURRENT SURVEY CONTROL
 OF1784  ___________________________________________________________________
 OF1784* NAD 83(1996)-  43 12 25.21698(N)    077 36 02.53509(W)     ADJUSTED  
 OF1784* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 OF1784  ___________________________________________________________________
 OF1784  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 OF1784  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OF1784
 OF1784  HORZ ORDER  -  SECOND
 OF1784
 OF1784.The horizontal coordinates were established by classical geodetic methods
 OF1784.and adjusted by the National Geodetic Survey in January 1999..
 OF1784
 OF1784.The orthometric height was scaled from a topographic map.
 OF1784
 OF1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1784
 OF1784.The geoid height was determined by GEOID03.
 OF1784
 OF1784;                    North         East     Units Scale Factor Converg.
 OF1784;SPC NY W     -   356,634.538   429,850.289   MT  1.00001591   +0 40 22.0
 OF1784;SPC NY W     - 1,170,058.48  1,410,267.16   sFT  1.00001591   +0 40 22.0
 OF1784;UTM  18      - 4,787,086.654   288,729.238   MT  1.00014911   -1 46 52.3
 OF1784
 OF1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1784!SPC NY W     -   0.99998650  x   1.00001591  =   1.00000241
 OF1784!UTM  18      -   0.99998650  x   1.00014911  =   1.00013561
 OF1784
 OF1784                          SUPERSEDED SURVEY CONTROL
 OF1784
 OF1784  NAD 83(1986)-  43 12 25.22398(N)    077 36 02.53458(W) AD(       ) 2
 OF1784  NAD 27      -  43 12 24.99897(N)    077 36 03.53053(W) AD(       ) 2
 OF1784
 OF1784.Superseded values are not recommended for survey control.
 OF1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1784.See file dsdata.txt to determine how the superseded data were derived.
 OF1784
 OF1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8872987087(NAD 83)
 OF1784_MARKER: Z = SEE DESCRIPTION
 OF1784_SETTING: 0 = UNSPECIFIED SETTING
 OF1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1784
 OF1784  HISTORY     - Date     Condition        Report By
 OF1784  HISTORY     - 1925     MONUMENTED       CGS
 OF1784  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1784  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF1784
 OF1784                          STATION DESCRIPTION
 OF1784
 OF1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1784'IN IRONDEQUOIT, 2.25 METERS EAST OF THE EAST EDGE OF THE ASPHALT
 OF1784'ROADWAY OF HUDSON AVENUE, ABOUT 430 METERS SOUTH OF TITUS
 OF1784'AVENUE.  IT IS 15.72 METERS SOUTHWEST OF THE SOUTHWEST CORNER OF
 OF1784'THE HOUSE AT NO.8-0-E6 IRONDEQUOIT, WICH IS ON THE EAST SIDE OF
 OF1784'HUDSON AVENUE.  IT IS 5.58 METERS SOUTH OF THE SOUTH LINE OF THIS
 OF1784'HOUSE, 17.92 METERS SOUTH OF A 46-INCH OAK TREE LOCATED ABOUT 10
 OF1784'METERS EAST OF AND 6 METERS NORTH OF THE HOUSE, AND 1.98 METERS
 OF1784'NORTHWEST OF A TELEPHONE POLE ON THE EAST SIDE OF HUDSON AVENUE.
 OF1784
 OF1784                          STATION RECOVERY (1977)
 OF1784
 OF1784'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1784'DESTROYED PER INFO FROM ROCHESTER PRECISE SURVEY OFFICE.
 OF1784
 OF1784                          STATION RECOVERY (1994)
 OF1784
 OF1784'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2182 ***********************************************************************
 MZ2182  DESIGNATION -  DEWEY
 MZ2182  PID         -  MZ2182
 MZ2182  STATE/COUNTY-  NY/GREENE
 MZ2182  USGS QUAD   -  CEMENTON (1980)
 MZ2182
 MZ2182                         *CURRENT SURVEY CONTROL
 MZ2182  ___________________________________________________________________
 MZ2182* NAD 83(1996)-  42 09 57.16074(N)    073 54 13.38894(W)     ADJUSTED  
 MZ2182* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 MZ2182  ___________________________________________________________________
 MZ2182  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 MZ2182  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MZ2182
 MZ2182  HORZ ORDER  -  THIRD
 MZ2182
 MZ2182.The horizontal coordinates were established by classical geodetic methods
 MZ2182.and adjusted by the National Geodetic Survey in January 1999..
 MZ2182
 MZ2182.The orthometric height was scaled from a topographic map.
 MZ2182
 MZ2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2182
 MZ2182.The geoid height was determined by GEOID03.
 MZ2182
 MZ2182;                    North         East     Units Scale Factor Converg.
 MZ2182;SPC NY E     -   370,195.184   199,268.974   MT  0.99992986   +0 24 01.0
 MZ2182;SPC NY E     - 1,214,548.70    653,768.29   sFT  0.99992986   +0 24 01.0
 MZ2182;UTM  18      - 4,668,775.324   590,555.752   MT  0.99970090   +0 44 09.5
 MZ2182
 MZ2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2182!SPC NY E     -   1.00000498  x   0.99992986  =   0.99993484
 MZ2182!UTM  18      -   1.00000498  x   0.99970090  =   0.99970588
 MZ2182
 MZ2182:                Primary Azimuth Mark                     Grid Az
 MZ2182:SPC NY E     -  GREEN POINT LIGHT                        072 49 26.7
 MZ2182:UTM  18      -  GREEN POINT LIGHT                        072 29 18.2
 MZ2182
 MZ2182|---------------------------------------------------------------------|
 MZ2182| PID    Reference Object                     Distance      Geod. Az  |
 MZ2182|                                                           dddmmss.s |
 MZ2182| MZ2185 GREEN POINT LIGHT                   APPROX. 1.8 KM 0731327.7 |
 MZ2182| MZ2186 GERMANTOWN WHARF WEST CUPOLA        APPROX. 1.6 KM 1205127.3 |
 MZ2182| DA2504 DEWEY RM 2                           10.709 METERS 20856     |
 MZ2182| DA2503 DEWEY RM 1                           22.645 METERS 32631     |
 MZ2182|---------------------------------------------------------------------|
 MZ2182
 MZ2182                          SUPERSEDED SURVEY CONTROL
 MZ2182
 MZ2182  NAD 83(1986)-  42 09 57.15710(N)    073 54 13.39470(W) AD(       ) 3
 MZ2182  NAD 27      -  42 09 56.83700(N)    073 54 14.91800(W) AD(       ) 3
 MZ2182
 MZ2182.Superseded values are not recommended for survey control.
 MZ2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2182.See file dsdata.txt to determine how the superseded data were derived.
 MZ2182
 MZ2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM9055668775(NAD 83)
 MZ2182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2182_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2182_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MZ2182
 MZ2182  HISTORY     - Date     Condition        Report By
 MZ2182  HISTORY     - 1934     MONUMENTED       CGS
 MZ2182  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2182  HISTORY     - 1976     SEE DESCRIPTION  NGS
 MZ2182
 MZ2182                          STATION DESCRIPTION
 MZ2182
 MZ2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2182'ON E SHORE OF HUDSON RIVER, GREENE COUNTY ON DEWITT POINT.  STATION
 MZ2182'IS ON SLOPE OF BARE ROCK LEDGE 4 FEET ABOVE HIGH WATER LINE AND
 MZ2182'6 FEET W OF HIGH WATER LINE.
 MZ2182'
 MZ2182'STATION MARK IS A STANDARD BRONZE DISC SET IN CONCRETE IN
 MZ2182'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 3.  REFERENCE MARK NO.1
 MZ2182'IS A STANDARD BRONZE DISC SET IN OUTCROPPING BEDROCK AS
 MZ2182'DESCRIBED IN NOTE 12A.  REFERENCE MARK NO.2 IS A STANDARD BRONZE
 MZ2182'DISC SET IN CONCRETE AS DESCRIBED IN NOTE 11A.
 MZ2182'
 MZ2182'REFERENCE MARK NO.2 IS 35 FEET S OF STATION, 12 FEET W OF EDGE
 MZ2182'OF BLUFF AND ABOUT 5 FEET ABOVE THE STATION ON HILLSIDE.  REFERENCE
 MZ2182'MARK NO.1 IS 74 FEET NW OF STATION ON HIGH WATER LINE.
 MZ2182
 MZ2182                          STATION RECOVERY (1935)
 MZ2182
 MZ2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2182'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL MEASUREMENTS
 MZ2182'WERE TAKEN, AS PER SKETCH, TO ASSIST IN LOCATING STATION ON
 MZ2182'THE AERIAL PHOTOGRAPHS.
 MZ2182
 MZ2182                          STATION RECOVERY (1976)
 MZ2182
 MZ2182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 MZ2182'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MZ2182'CONDITION, ALTHOUGH THE ROCK AROUND THE STATION DISK HAD ERODED
 MZ2182'UNTIL THE MARK PROJECTED SLIGHTLY.  IT WAS RE-CEMENTED AT THIS
 MZ2182'TIME.  VIEW FROM STATION IS OPEN FROM NORTHEAST, CLOCKWISE
 MZ2182'AROUND TO SOUTH, EXCEPT WHERE A CAUSEWAY TO THE SOUTH OBSTRUCTS
 MZ2182'AT SOME POINTS.
 MZ2182'
 MZ2182'STATION IS LOCATED ON PROPERTY OF THE MARQUETTE CEMENT COMPANY,
 MZ2182'ON DEWITT POINT, ON A LARGE, SLOPING BEDROCK POINT ABOUT 20 FEET
 MZ2182'WIDE AND RUNNING UP TO THE SOUTH FROM THE WATERS EDGE FOR 45 FEET
 MZ2182'TO WHERE THE VEGETATION AND TREES COVERS IT, AT ABOUT 8 FEET
 MZ2182'HIGHER THAN WATER LINE.  A FISHING CABIN SETS JUST WESTERLY FROM
 MZ2182'THE STATION MARK.
 MZ2182'
 MZ2182'STATION MARK IS A STANDARD DISK STAMPED DEWEY 1934, CEMENTED IN
 MZ2182'A DRILL HOLE IN BEDROCK LEDGE ABOUT 4 FEET HIGHER THAN WATER LINE,
 MZ2182'7 FEET WEST OF WATERS EDGE, 25 FEET SOUTHWEST OF NORTHEAST
 MZ2182'END OF THE ROCK LEDGE, AND 23.5 FEET EAST-SOUTHEAST OF SOUTHEAST
 MZ2182'CORNER OF THE FISHING CABIN.
 MZ2182'
 MZ2182'RM NO.1 IS A STANDARD DISK STAMPED DEWEY NO 1 1934, CEMENTED
 MZ2182'IN A DRILL HOLE IN BEDROCK LEDGE 2 FEET ABOVE HIGH WATER LINE,
 MZ2182'42 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF THE CABIN AND
 MZ2182'ABOUT 3 FEET LOWER THAN STATION MARK.
 MZ2182'
 MZ2182'RM NO.2 IS A STANDARD DISK STAMPED DEWEY NO 2 1934, SET IN THE
 MZ2182'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 1 INCHES
 MZ2182'FROM GROUND.  IT IS 42.5 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 MZ2182'CORNER OF THE CABIN, 4 FEET SOUTHEAST OF A DEER TRAIL, 12 FEET
 MZ2182'NORTHWEST OF WATERS EDGE AND ABOUT 6 FEET HIGHER THAN STATION
 MZ2182'MARK.  THE MARK BECOMES COVERED WITH LEAVES.
 MZ2182'
 MZ2182'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 9W AND NY
 MZ2182'RTE. 23A AT CATSKILL, GO SOUTH ON U.S. HIGHWAY 9W FOR 3.9 MILES
 MZ2182'TO ENTRANCE ROAD TO THE MARQUETTE CEMENT PLANT ON LEFT.  TURN
 MZ2182'LEFT AND GO 0.45 MILE TO THE PLANT OFFICE.  CONTINUE AHEAD, AROUND
 MZ2182'THE SOUTH AND EAST SIDES OF THE PLANT, FOR 0.35 MILE TO A RAVINE
 MZ2182'IN EDGE OF TIMBER, AND END OF TRUCK TRAVEL.  FROM HERE WALK EAST
 MZ2182'ABOUT 1/4-MILE KEEPING ON DIM DEER TRAILS, TO DEWITT POINT AND
 MZ2182'STATION AT CABIN.
 MZ2182'
 MZ2182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2182'3-3/4 MILES SSW OF CATSKILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1665 ***********************************************************************
 OF1665  DESIGNATION -  DEWEY 1925
 OF1665  PID         -  OF1665
 OF1665  STATE/COUNTY-  NY/MONROE
 OF1665  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1665
 OF1665                         *CURRENT SURVEY CONTROL
 OF1665  ___________________________________________________________________
 OF1665* NAD 83(1996)-  43 15 10.80578(N)    077 38 43.24919(W)     ADJUSTED  
 OF1665* NAVD 88     -        83.42   (+/-2cm)     273.7    (feet)  VERTCON   
 OF1665  ___________________________________________________________________
 OF1665  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OF1665  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1665
 OF1665  HORZ ORDER  -  SECOND
 OF1665  VERT ORDER  -  THIRD ? (See Below)
 OF1665
 OF1665.The horizontal coordinates were established by classical geodetic methods
 OF1665.and adjusted by the National Geodetic Survey in January 1999..
 OF1665
 OF1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1665.The vertical order pertains to the NGVD 29 superseded value.
 OF1665
 OF1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1665
 OF1665.The geoid height was determined by GEOID03.
 OF1665
 OF1665;                    North         East     Units Scale Factor Converg.
 OF1665;SPC NY W     -   361,702.757   426,165.208   MT  1.00000884   +0 38 33.9
 OF1665;SPC NY W     - 1,186,686.46  1,398,177.02   sFT  1.00000884   +0 38 33.9
 OF1665;UTM  18      - 4,792,308.833   285,264.133   MT  1.00016727   -1 48 48.0
 OF1665
 OF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1665!SPC NY W     -   0.99999254  x   1.00000884  =   1.00000138
 OF1665!UTM  18      -   0.99999254  x   1.00016727  =   1.00015981
 OF1665
 OF1665|---------------------------------------------------------------------|
 OF1665| PID    Reference Object                     Distance      Geod. Az  |
 OF1665|                                                           dddmmss.s |
 OF1665| OF1688 DEWEY MCGS 1969                      64.420 METERS 09022     |
 OF1665| OF1695 1704 MCGS 1972                      128.980 METERS 26252     |
 OF1665| OF1686 HYDRANT MCGS 1969                   440.560 METERS 2675641.4 |
 OF1665|---------------------------------------------------------------------|
 OF1665
 OF1665                          SUPERSEDED SURVEY CONTROL
 OF1665
 OF1665  NAD 83(1986)-  43 15 10.81215(N)    077 38 43.24759(W) AD(       ) 2
 OF1665  NAD 27      -  43 15 10.59041(N)    077 38 44.23268(W) AD(       ) 2
 OF1665  NGVD 29 (07/19/86)   83.61   (m)          274.3    (f) LEVELING    3  
 OF1665
 OF1665.Superseded values are not recommended for survey control.
 OF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1665.See file dsdata.txt to determine how the superseded data were derived.
 OF1665
 OF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8526492309(NAD 83)
 OF1665_MARKER: DD = SURVEY DISK
 OF1665_SETTING: 0 = UNSPECIFIED SETTING
 OF1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1665
 OF1665  HISTORY     - Date     Condition        Report By
 OF1665  HISTORY     - 1925     MONUMENTED       CGS
 OF1665  HISTORY     - 1969     GOOD             CGS
 OF1665  HISTORY     - 1972     GOOD             NGS
 OF1665  HISTORY     - 1976     GOOD             NY-055
 OF1665  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1665
 OF1665                          STATION DESCRIPTION
 OF1665
 OF1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1665'IN GREECE, 5.90 METERS NORTH OF THE CENTER LINE OF LATTA ROAD,
 OF1665'ABOUT 150 METERS EAST OF DEWEY AVENUE, 11.55 METERS WEST OF
 OF1665'TELEPHONE POLE NO.53, 0.50 METER SOUTH OF THE GENERAL LINE OF
 OF1665'TELEPHONE POLES ON THE NORTH SIDE OF LATTA ROAD, AND 38.60 METERS
 OF1665'EAST OF THE EAST LINE OF HOUSE NO.9-1-P CHARLOTTE.
 OF1665
 OF1665                          STATION RECOVERY (1969)
 OF1665
 OF1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GEL)
 OF1665'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 OF1665'
 OF1665'IN GREECE ALONG LATTA ROAD 386 FEET EAST OF CENTER LINE PAVEMENT
 OF1665'OF DEWEY AVENUE.
 OF1665'
 OF1665'3,000 FEET EAST OF STATION PADDY-2.
 OF1665'
 OF1665'19 FEET NORTH OF CENTER LINE PAVEMENT OF LATTA ROAD.
 OF1665'
 OF1665'8 FEET NORTH OF NORTH EDGE OF PAVEMENT OF LATTA ROAD.
 OF1665'
 OF1665'67 FEET EAST OF WEST RANGE LINE BRICK AND CONCRETE BLOCK ONE
 OF1665'STORY BUILDING.
 OF1665'
 OF1665'27 FEET SOUTH OF SOUTH EDGE CONCRETE SIDEWALK.
 OF1665'
 OF1665'38 FEET WEST OF POLE NO. RG AND E-53, RTC-71.
 OF1665'
 OF1665'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STANDARD DISK
 OF1665'IN CONCRETE IN CAST IRON FRAME AND COVER, BURIED ONE FOOT.
 OF1665
 OF1665                          STATION RECOVERY (1972)
 OF1665
 OF1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JFC)
 OF1665'NEW DESCRIPTION FOLLOWS--
 OF1665'
 OF1665'IN THE TOWN OF GREECE ON LATTA ROAD, 286 FT. + OR - E. OF
 OF1665'DEWEY AVENUE
 OF1665'
 OF1665'19.0 FT N OF CENTERLINE OF LATTA ROAD
 OF1665'
 OF1665'67.0 FT E. OF W. RANGELINE OF MACS SIRLOIN HOUSE RESTAURANT
 OF1665'
 OF1665'21.0 FT S. OF S. EDGE OF SIDEWALK
 OF1665'
 OF1665'38.0 FT SW OF UTILITY POLE RGE 53, RTC 71
 OF1665'
 OF1665'2.5 FT S. OF MONROE COUNTY WITNESS POST
 OF1665'
 OF1665'A USC AND GS STANDARD BRONZE DISK STAMPED DEWEY IN THE TOP OF A
 OF1665'CONCRETE POST COVERED 1.0 FT WITH CAST IRON FRAME AND COVER.
 OF1665
 OF1665                          STATION RECOVERY (1976)
 OF1665
 OF1665'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1665'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1665
 OF1665                          STATION RECOVERY (1999)
 OF1665
 OF1665'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4432 ***********************************************************************
 KV4432  DESIGNATION -  DEWEY 1931
 KV4432  PID         -  KV4432
 KV4432  STATE/COUNTY-  NY/KINGS
 KV4432  USGS QUAD   -  JERSEY CITY (1981)
 KV4432
 KV4432                         *CURRENT SURVEY CONTROL
 KV4432  ___________________________________________________________________
 KV4432* NAD 83(1996)-  40 37 48.73114(N)    074 02 27.84820(W)     ADJUSTED  
 KV4432* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4432  ___________________________________________________________________
 KV4432  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KV4432  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4432
 KV4432  HORZ ORDER  -  THIRD
 KV4432
 KV4432.The horizontal coordinates were established by classical geodetic methods
 KV4432.and adjusted by the National Geodetic Survey in January 1999..
 KV4432
 KV4432.The orthometric height was scaled from a topographic map.
 KV4432
 KV4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4432
 KV4432.The geoid height was determined by GEOID03.
 KV4432
 KV4432;                    North         East     Units Scale Factor Converg.
 KV4432;SPC NY L     -    51,474.431   296,525.409   MT  1.00000223   -0 01 36.7
 KV4432;SPC NY L     -   168,879.03    972,850.45   sFT  1.00000223   -0 01 36.7
 KV4432;SPC NJ       -   199,586.850   188,823.428   MT  0.99991855   +0 17 55.9
 KV4432;SPC NJ       -   654,811.19    619,498.20   sFT  0.99991855   +0 17 55.9
 KV4432;SPC NY E     -   199,586.850   188,823.428   MT  0.99991855   +0 17 55.9
 KV4432;SPC NY E     -   654,811.19    619,498.20   sFT  0.99991855   +0 17 55.9
 KV4432;UTM  18      - 4,498,149.354   581,097.208   MT  0.99968095   +0 37 28.1
 KV4432
 KV4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4432!SPC NY L     -   1.00000492  x   1.00000223  =   1.00000715
 KV4432!SPC NJ       -   1.00000492  x   0.99991855  =   0.99992347
 KV4432!SPC NY E     -   1.00000492  x   0.99991855  =   0.99992347
 KV4432!UTM  18      -   1.00000492  x   0.99968095  =   0.99968587
 KV4432
 KV4432:                Primary Azimuth Mark                     Grid Az
 KV4432:SPC NY L     -  BAY RIDGE E W BLISS CO FP                035 30 09.9
 KV4432:SPC NJ       -  BAY RIDGE E W BLISS CO FP                035 10 37.3
 KV4432:SPC NY E     -  BAY RIDGE E W BLISS CO FP                035 10 37.3
 KV4432:UTM  18      -  BAY RIDGE E W BLISS CO FP                034 51 05.1
 KV4432
 KV4432|---------------------------------------------------------------------|
 KV4432| PID    Reference Object                     Distance      Geod. Az  |
 KV4432|                                                           dddmmss.s |
 KV4432| KV4402 BAY RIDGE E W BLISS CO FP           APPROX. 2.7 KM 0352833.2 |
 KV4432| KV4506 FORT WADSWORTH FLAGPOLE             APPROX. 3.1 KM 2031125.6 |
 KV4432|---------------------------------------------------------------------|
 KV4432
 KV4432                          SUPERSEDED SURVEY CONTROL
 KV4432
 KV4432  NAD 83(1996)-  40 37 48.73089(N)    074 02 27.84827(W) AD(       ) 3
 KV4432  NAD 83(1992)-  40 37 48.73089(N)    074 02 27.84838(W) AD(       ) 3
 KV4432  NAD 83(1986)-  40 37 48.73091(N)    074 02 27.84829(W) AD(       ) 3
 KV4432  NAD 27      -  40 37 48.35900(N)    074 02 29.34300(W) AD(       ) 3
 KV4432
 KV4432.Superseded values are not recommended for survey control.
 KV4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4432.See file dsdata.txt to determine how the superseded data were derived.
 KV4432
 KV4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8109798149(NAD 83)
 KV4432_MARKER: DS = TRIANGULATION STATION DISK
 KV4432_SETTING: 0 = UNSPECIFIED SETTING
 KV4432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4432
 KV4432  HISTORY     - Date     Condition        Report By
 KV4432  HISTORY     - 1931     MONUMENTED       CGS
 KV4432  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV4432
 KV4432                          STATION DESCRIPTION
 KV4432
 KV4432'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4432'THIS STATION IS ON THE BAY RIDGE SHORE OF THE NARROWS, W OF THE
 KV4432'SHORE ROAD AND JUST S OF A PROLONGATION OF 80TH STREET.  IT IS
 KV4432'LOCATED W OF THE PROMINENT ADMIRAL DEWEY FLAGPOLE (SEE DESCRIPTION
 KV4432'FOR FLAGPOLE (DEWEY)-1930) ATOP THE STONE SEA-WALL.
 KV4432'
 KV4432'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4432'DEWEY 1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE LEVEL
 KV4432'TOP OF THE GRANITE SEA-WALL.  NO REFERENCE MARKS WERE PLACED.
 KV4432'
 KV4432'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4432'
 KV4432'NORMAL TO SEAWARD FACE OF SEA-WALL 0.835 METER.
 KV4432'
 KV4432'NORMAL TO INSHORE FACE OF SEA-WALL 0.077 METER.
 KV4432'
 KV4432'TO CENTER OF NEAREST HYDRANT TO N 34.14 METERS.
 KV4432'
 KV4432'TO CENTER OF NEAREST HYDRANT TO S 51.90 METERS.
 KV4432'
 KV4432'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4432
 KV4432                          STATION RECOVERY (1952)
 KV4432
 KV4432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4432'THIS STATION IS LOST.  THE SEAWALL, IN WHICH THE MARK WAS SET,
 KV4432'HAS BEEN ALTERED, DESTROYING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1688 ***********************************************************************
 OF1688  DESIGNATION -  DEWEY MCGS 1969
 OF1688  PID         -  OF1688
 OF1688  STATE/COUNTY-  NY/MONROE
 OF1688  USGS QUAD   -  BRADDOCK HEIGHTS (1978)
 OF1688
 OF1688                         *CURRENT SURVEY CONTROL
 OF1688  ___________________________________________________________________
 OF1688* NAD 83(1996)-  43 15 10.79251(N)    077 38 40.39337(W)     ADJUSTED  
 OF1688* NAVD 88     -        83.67   (+/-2cm)     274.5    (feet)  VERTCON   
 OF1688  ___________________________________________________________________
 OF1688  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OF1688  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OF1688
 OF1688  HORZ ORDER  -  SECOND
 OF1688  VERT ORDER  -  THIRD ? (See Below)
 OF1688
 OF1688.The horizontal coordinates were established by classical geodetic methods
 OF1688.and adjusted by the National Geodetic Survey in January 1999..
 OF1688
 OF1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1688.The vertical order pertains to the NGVD 29 superseded value.
 OF1688
 OF1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1688
 OF1688.The geoid height was determined by GEOID03.
 OF1688
 OF1688;                    North         East     Units Scale Factor Converg.
 OF1688;SPC NY W     -   361,703.070   426,229.628   MT  1.00000896   +0 38 35.9
 OF1688;SPC NY W     - 1,186,687.49  1,398,388.37   sFT  1.00000896   +0 38 35.9
 OF1688;UTM  18      - 4,792,306.386   285,328.517   MT  1.00016693   -1 48 46.1
 OF1688
 OF1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1688!SPC NY W     -   0.99999250  x   1.00000896  =   1.00000146
 OF1688!UTM  18      -   0.99999250  x   1.00016693  =   1.00015943
 OF1688
 OF1688|---------------------------------------------------------------------|
 OF1688| PID    Reference Object                     Distance      Geod. Az  |
 OF1688|                                                           dddmmss.s |
 OF1688| OF1695 1704 MCGS 1972                      193.033 METERS 26522     |
 OF1688| OF1686 HYDRANT MCGS 1969                   APPROX. 0.5 KM 2681514.1 |
 OF1688| OF1673 GREECE MOTHER OF SORROWS CH         APPROX. 1.2 KM 2683830.3 |
 OF1688| OF1665 DEWEY 1925                           64.420 METERS 27022     |
 OF1688|---------------------------------------------------------------------|
 OF1688
 OF1688                          SUPERSEDED SURVEY CONTROL
 OF1688
 OF1688  NAD 83(1986)-  43 15 10.79888(N)    077 38 40.39179(W) AD(       ) 2
 OF1688  NAD 27      -  43 15 10.57706(N)    077 38 41.37685(W) AD(       ) 2
 OF1688  NGVD 29 (07/19/86)   83.86   (m)          275.1    (f) LEVELING    3  
 OF1688
 OF1688.Superseded values are not recommended for survey control.
 OF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1688.See file dsdata.txt to determine how the superseded data were derived.
 OF1688
 OF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8532992306(NAD 83)
 OF1688_MARKER: DD = SURVEY DISK
 OF1688_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OF1688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OF1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF1688
 OF1688  HISTORY     - Date     Condition        Report By
 OF1688  HISTORY     - 1969     MONUMENTED       NY-055
 OF1688  HISTORY     - 1976     GOOD             NY-055
 OF1688  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF1688  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 OF1688
 OF1688                          STATION DESCRIPTION
 OF1688
 OF1688'DESCRIBED BY MONROE COUNTY NEW YORK 1969 (GWM)
 OF1688'IN GREECE ALONG LATTA ROAD.
 OF1688'
 OF1688'0.10 MILE EAST OF INTERSECTION OF LATTA ROAD AND DEWEY AVENUE.
 OF1688'
 OF1688'0.6 MILE EAST OF STATION PADDY 2, 1969.
 OF1688'
 OF1688'21.0 FEET SOUTH OF SOUTH EDGE OF SIDEWALK.
 OF1688'
 OF1688'48.0 FEET SOUTH WEST OF FENCE POST ON EAST SIDE OF ENTRANCE WALK
 OF1688'TO SCHOOL.
 OF1688'
 OF1688'39.0 FEET WEST OF NORTHEAST CORNER OF CONCRETE HEADWALL SLAB.
 OF1688'
 OF1688'36.6 FEET WEST OF SOUTHEAST CORNER OF CONCRETE HEADWALL SLAB.
 OF1688'
 OF1688'6.6 FEET EAST OF EAST RANGE LINE OF APT 1255.
 OF1688'
 OF1688'1.7 FEET EAST OF 6-INCH BY 6-INCH POST.
 OF1688'
 OF1688'48.3 FEET EAST OF POLE RG AND E-52, RTC-70.
 OF1688'
 OF1688'85.6 FEET SOUTH EAST OF FENCE POST AT SOUTHWEST CORNER OF
 OF1688'SCHOOL YARD.
 OF1688'
 OF1688'STATION IS A MONROE COUNTY GEODETIC SURVEY STANDARD BRONZE DISK
 OF1688'STAMPED DEWEY IN THE TOP OF A CONCRETE POST COVERED 1.0 FEET.
 OF1688
 OF1688                          STATION RECOVERY (1976)
 OF1688
 OF1688'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1976 (JEG)
 OF1688'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OF1688
 OF1688                          STATION RECOVERY (1990)
 OF1688
 OF1688'RECOVERY NOTE BY US POWER SQUADRON 1990 (RFH)
 OF1688'MARK NOT FOUND.
 OF1688
 OF1688                          STATION RECOVERY (1999)
 OF1688
 OF1688'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0218 ***********************************************************************
 OF0218  DESIGNATION -  DEXTER 2
 OF0218  PID         -  OF0218
 OF0218  STATE/COUNTY-  NY/JEFFERSON
 OF0218  USGS QUAD   -  SACKETS HARBOR (1959)
 OF0218
 OF0218                         *CURRENT SURVEY CONTROL
 OF0218  ___________________________________________________________________
 OF0218* NAD 83(1996)-  43 59 46.91333(N)    076 01 17.73217(W)     ADJUSTED  
 OF0218* NAVD 88     -        97.483  (meters)     319.83   (feet)  ADJUSTED  
 OF0218  ___________________________________________________________________
 OF0218  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 OF0218  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 OF0218  DYNAMIC HT  -          97.468 (meters)     319.78  (feet)  COMP
 OF0218  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 OF0218
 OF0218  HORZ ORDER  -  THIRD
 OF0218  VERT ORDER  -  SECOND    CLASS 0
 OF0218
 OF0218.This mark is at Watertown Airport (ART)
 OF0218
 OF0218.The horizontal coordinates were established by classical geodetic methods
 OF0218.and adjusted by the National Geodetic Survey in January 1999..
 OF0218.No horizontal observational check was made to the station.
 OF0218
 OF0218.The orthometric height was determined by differential leveling
 OF0218.and adjusted by the National Geodetic Survey in June 1991..
 OF0218
 OF0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF0218
 OF0218.The geoid height was determined by GEOID03.
 OF0218
 OF0218.The dynamic height is computed by dividing the NAVD 88
 OF0218.geopotential number by the normal gravity value computed on the
 OF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0218.degrees latitude (g = 980.6199 gals.).
 OF0218
 OF0218.The modeled gravity was interpolated from observed gravity values.
 OF0218
 OF0218;                    North         East     Units Scale Factor Converg.
 OF0218;SPC NY C     -   444,015.101   295,055.074   MT  0.99996246   +0 23 24.7
 OF0218;SPC NY C     - 1,456,739.54    968,026.52   sFT  0.99996246   +0 23 24.7
 OF0218;UTM  18      - 4,871,976.348   418,089.588   MT  0.99968252   -0 42 34.7
 OF0218
 OF0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF0218!SPC NY C     -   0.99998999  x   0.99996246  =   0.99995246
 OF0218!UTM  18      -   0.99998999  x   0.99968252  =   0.99967252
 OF0218
 OF0218|---------------------------------------------------------------------|
 OF0218| PID    Reference Object                     Distance      Geod. Az  |
 OF0218|                                                           dddmmss.s |
 OF0218| CZ8175 DEXTER 2 RM 3                        24.716 METERS 05325     |
 OF0218| CZ8174 DEXTER AZ MK                                       0532529.6 |
 OF0218| CZ8176 DEXTER 2 RM 4                         8.605 METERS 14325     |
 OF0218| OF0217 DEXTER                               92.607 METERS 23325     |
 OF0218|---------------------------------------------------------------------|
 OF0218
 OF0218                          SUPERSEDED SURVEY CONTROL
 OF0218
 OF0218  NAD 83(1986)-  43 59 46.91703(N)    076 01 17.73029(W) AD(       ) 3
 OF0218  NAD 27      -  43 59 46.70900(N)    076 01 18.99800(W) AD(       ) 3
 OF0218  NGVD 29 (??/??/92)   97.616  (m)          320.26   (f) ADJ UNCH    2 0
 OF0218
 OF0218.Superseded values are not recommended for survey control.
 OF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0218.See file dsdata.txt to determine how the superseded data were derived.
 OF0218
 OF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1809071976(NAD 83)
 OF0218_MARKER: DS = TRIANGULATION STATION DISK
 OF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0218_STAMPING: DEXTER 2 1946
 OF0218_MARK LOGO: CGS   
 OF0218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0218+STABILITY: SURFACE MOTION
 OF0218
 OF0218  HISTORY     - Date     Condition        Report By
 OF0218  HISTORY     - 1946     MONUMENTED       CGS
 OF0218  HISTORY     - 1964     GOOD             CGS
 OF0218  HISTORY     - 1964     GOOD             NGS
 OF0218  HISTORY     - 1971     GOOD             NGS
 OF0218  HISTORY     - 1974     GOOD             NYDT
 OF0218  HISTORY     - 1977     GOOD             NGS
 OF0218  HISTORY     - 1981     GOOD             NGS
 OF0218  HISTORY     - 1984     GOOD             USPSQD
 OF0218  HISTORY     - 19910511 GOOD             USPSQD
 OF0218  HISTORY     - 19910815 GOOD             NGS
 OF0218  HISTORY     - 20060607 MARK NOT FOUND   NYDT
 OF0218
 OF0218                          STATION DESCRIPTION
 OF0218
 OF0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (IWS)
 OF0218'THE STATION IS ABOUT 6 MILES W OF WATERTOWN, AT THE MUNICIPAL
 OF0218'AIRPORT, AND ON PROPERTY OWNED BY THE CITY OF WATERTOWN.  A NEW
 OF0218'DESCRIPTION WAS NOT SUBMITTED FOR THE LOCATION OF DEXTER 2.  THE
 OF0218'STATION WAS PLACED ON LINE BETWEEN STATION DEXTER AND THE AZIMUTH
 OF0218'MARK, AT A POINT 303.83 FEET CLOSER TO THE AZIMUTH MARK.  IT IS
 OF0218'BELIEVED THAT THE STATION IS 31.3 FEET N OF A FENCE LINE, AND
 OF0218'THAT THE MARK IS STAMPED DEXTER 2 1946.
 OF0218'
 OF0218'REFERENCE MARK 3 WAS PLACED ON LINE BETWEEN THE STATION MARK AND
 OF0218'THE AZIMUTH MARK.  IT WAS PROBABLY STAMPED DEXTER 2 NO 3 1946.
 OF0218'
 OF0218'REFERENCE MARK 4 WAS PLACED SE OF THE STATION AT A POINT 3.05
 OF0218'FEET N OF A FENCE LINE.  THE MARK IS PROBABLY STAMPED DEXTER 2
 OF0218'NO 4 1946.
 OF0218'
 OF0218'THE AZIMUTH MARK IS NE OF THE STATION, 21 FEET N OF THE CENTER
 OF0218'LINE OF STATE HIGHWAY 12F, 1 FOOT E OF A FENCE CORNER, 1 FOOT
 OF0218'S OF A FENCE LINE, AND 3 FEET W OF A WHITE REFERENCE POST.  IT IS
 OF0218'A STANDARD AZIMUTH-MARK DISK, STAMPED DEXTER 1942 SET IN CONCRETE
 OF0218'AND PROJECTS 4 INCHES.
 OF0218'
 OF0218'TO REACH THE STATION FROM THE PUBLIC SQUARE IN WATERTOWN, GO N
 OF0218'ON COURT STREET FOR 2 BLOCKS TO COFFEN STREET, THENCE N ON
 OF0218'COFFEN STREET (STATE HIGHWAY 12F) FOR 5.7 MILES TO THE MUNICIPAL
 OF0218'AIRPORT AND THE STATION SITE.
 OF0218'
 OF0218'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.3 MILE NE TO
 OF0218'THE MARK ON THE N SIDE OF STATE HIGHWAY 12F.
 OF0218
 OF0218                          STATION RECOVERY (1964)
 OF0218
 OF0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 OF0218'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 OF0218'GOOD CONDITION AS DESCRIBED EXCEPT STATE HIGHWAY 12F HAS BEEN
 OF0218'RELOCATED ABOUT 60 FEET SOUTH SO THE AZIMUTH MARK IS NOW 84 FEET
 OF0218'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 OF0218
 OF0218                          STATION RECOVERY (1964)
 OF0218
 OF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OF0218'1.4 MI ESE FROM DEXTER.
 OF0218'LOCATED AT THE WATERTOWN MUNICIPAL AIRPORT AT THE NORTH SIDE OF THE
 OF0218'FIELD. TO REACH FROM THE NEW BRIDGE IN DEXTER ACROSS THE BLACK RIVER
 OF0218'GO 0.2 MILE SOUTH ALONG STATE HIGHWAY 180 TO STATE HIGHWAY 12F, TURN
 OF0218'LEFT AND GO 1.2 MILES EAST TO AN APPROACH ROAD TO THE HANGAR AREA
 OF0218'ABOUT 150 FEET EAST OF THE MAIN ROAD TO THE TERMINAL BUILDING. TURN
 OF0218'RIGHT ON THE APPROACH ROAD AND GO 0.05 MILE SOUTH TO SOME GAS PUMPS
 OF0218'ON YOUR LEFT. THE MARK IS 165.80 FEET EAST OF THE CENTERLINE OF THE
 OF0218'APPROACH ROAD AT THE GAS PUMPS, AND 31.3 FEET NORTH OF CHAIN LINK
 OF0218'FENCE. THE MARK IS 81.09 FEET SOUTHWEST OF RM 3 DEXTER AND 28.23
 OF0218'FEET NORTHWEST OF RM 4 DEXTER. A STANDARD TRIANGULATION STATION DISK
 OF0218'THAT IS STAMPED DEXTER 2 1946 IS SET IN A 1 FOOT DIAMETER MONUMENT
 OF0218'THAT PROJECTS 6 INCHES.
 OF0218
 OF0218                          STATION RECOVERY (1971)
 OF0218
 OF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OF0218'RECOVERED IN GOOD CONDITION.
 OF0218
 OF0218                          STATION RECOVERY (1974)
 OF0218
 OF0218'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OF0218'ALL MARKS RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES TO
 OF0218'RMS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN, AND AZIMUTH
 OF0218'MARK IS VISIBLE.
 OF0218'
 OF0218'STATION MARK IS A STANDARD DISK STAMPED DEXTER 2 1946, SET IN A
 OF0218'SQ. CONCRETE MONUMENT PROJECTING 8 INCHES.
 OF0218'
 OF0218'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED DEXTER
 OF0218'2 NO 3 1946, SET IN A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 OF0218'
 OF0218'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED DEXTER 2 NO
 OF0218'4 1946, SET IN A SQUARE CONCRETE MONUMENT PROJECTING 12 INCHES.
 OF0218'
 OF0218'TO REACH STATION FROM THE PUBLIC SQUARE IN WATERTOWN, GO N ON
 OF0218'COURT ST. FOR 2 BLOCKS.  CONTINUE WEST ON COFFEN ST. (N.Y. RTE. 12F)
 OF0218'FOR 5.7 MILES TO THE MUNICIPAL AIRPORT AND STATION.
 OF0218
 OF0218                          STATION RECOVERY (1977)
 OF0218
 OF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 OF0218'THE MARK WAS RECOVERED IN GOOD CONDITION.  RM 3 AND 4 WERE
 OF0218'RECOVERED ALSO IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 OF0218'SEARCHED FOR.
 OF0218'
 OF0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OF0218'AT THE INTERNATIONAL AIRPORT OF WATERTOWN.
 OF0218
 OF0218                          STATION RECOVERY (1981)
 OF0218
 OF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JWG)
 OF0218'THE STATION MARK, R.M. NO. 3, AND R.M. NO. 4 WERE RECOVERED IN
 OF0218'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 OF0218'
 OF0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT INTERNATIONAL
 OF0218'AIRPORT OF WATERTOWN.
 OF0218
 OF0218                          STATION RECOVERY (1984)
 OF0218
 OF0218'RECOVERY NOTE BY US POWER SQUADRON 1984 (NB)
 OF0218'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKERS 3 AND 4 WERE ALL
 OF0218'RECOVERED AND IN GOOD CONDITION EXCEPT FOR RM NO. 3 DISK WHICH WASNT
 OF0218'LEGIBLE.
 OF0218
 OF0218                          STATION RECOVERY (1991)
 OF0218
 OF0218'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAS)
 OF0218'RECOVERED IN GOOD CONDITION.
 OF0218
 OF0218                          STATION RECOVERY (1991)
 OF0218
 OF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DAH)
 OF0218'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT AT THE NORTH
 OF0218'EDGE OF THE GENERAL AVIATION RAMP.  IT IS 85.1 FT (25.9 M) NORTHWEST
 OF0218'OF THE NORTHEAST CORNER OF THE ASPHALT RAMP AND 38.1 FT (11.6 M) SOUTH
 OF0218'OF A 6 FT (1.8 M) CHAINLINK FENCE.  IT IS 28.3 FT (8.6 M) NORTHWEST OF
 OF0218'A CGS REFERENCE MARK DISK STAMPED DEXTER 2 1946 NO 4 SET IN A ROUND
 OF0218'CONCRETE MONUMENT PROJECTING 12 INCHES AND 81.1 FT (24.7 M) SOUTHWEST
 OF0218'OF REFERENCE MARK 3 (A CONCRETE MONUMENT PROJECTING 3 INCHES WITH THE
 OF0218'DISK MISSING).  IT IS A CGS TRIANGULATION STATION DISK STAMPED DEXTER
 OF0218'A 1946 AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 12
 OF0218'INCHES.
 OF0218
 OF0218                          STATION RECOVERY (2006)
 OF0218
 OF0218'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0218'AIRPORT MGR. INDICATED MARK WAS DESTROYED DURING RENOVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0216 ***********************************************************************
 OF0216  DESIGNATION -  DEXTER 2 RM 3
 OF0216  PID         -  OF0216
 OF0216  STATE/COUNTY-  NY/JEFFERSON
 OF0216  USGS QUAD   -  SACKETS HARBOR (1959)
 OF0216
 OF0216                         *CURRENT SURVEY CONTROL
 OF0216  ___________________________________________________________________
 OF0216* NAD 83(1986)-  43 59 46.     (N)    076 01 17.     (W)     SCALED    
 OF0216* NAVD 88     -        97.445  (meters)     319.70   (feet)  ADJUSTED  
 OF0216  ___________________________________________________________________
 OF0216  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 OF0216  DYNAMIC HT  -          97.430 (meters)     319.65  (feet)  COMP
 OF0216  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 OF0216
 OF0216  VERT ORDER  -  SECOND    CLASS 0
 OF0216
 OF0216.This mark is at Watertown Airport (ART)
 OF0216
 OF0216.The horizontal coordinates were scaled from a topographic map and have
 OF0216.an estimated accuracy of +/- 6 seconds.
 OF0216
 OF0216.The orthometric height was determined by differential leveling
 OF0216.and adjusted by the National Geodetic Survey in June 1991..
 OF0216
 OF0216.The geoid height was determined by GEOID03.
 OF0216
 OF0216.The dynamic height is computed by dividing the NAVD 88
 OF0216.geopotential number by the normal gravity value computed on the
 OF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0216.degrees latitude (g = 980.6199 gals.).
 OF0216
 OF0216.The modeled gravity was interpolated from observed gravity values.
 OF0216
 OF0216;                    North         East    Units  Estimated Accuracy
 OF0216;SPC NY C     -   443,990.      295,070.      MT  (+/- 180 meters Scaled)
 OF0216
 OF0216                          SUPERSEDED SURVEY CONTROL
 OF0216
 OF0216  NGVD 29 (??/??/92)   97.578  (m)          320.14   (f) ADJ UNCH    2 0
 OF0216
 OF0216.Superseded values are not recommended for survey control.
 OF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0216.See file dsdata.txt to determine how the superseded data were derived.
 OF0216
 OF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP181719(NAD 83)
 OF0216_MARKER: DR = REFERENCE MARK DISK
 OF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0216_STAMPING: DEXTER 2 NO 3 1946
 OF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0216+STABILITY: SURFACE MOTION
 OF0216
 OF0216  HISTORY     - Date     Condition        Report By
 OF0216  HISTORY     - 1946     MONUMENTED       CGS
 OF0216  HISTORY     - 1964     GOOD             NGS
 OF0216  HISTORY     - 1971     GOOD             NGS
 OF0216  HISTORY     - 19910511 POOR             USPSQD
 OF0216  HISTORY     - 20060607 MARK NOT FOUND   NYDT
 OF0216
 OF0216                          STATION DESCRIPTION
 OF0216
 OF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OF0216'1.4 MI ESE FROM DEXTER.
 OF0216'LOCATED AT THE WATERTOWN MUNICIPAL AIRPORT AT THE NORTH SIDE OF THE
 OF0216'FIELD. TO REACH FROM THE NEW BRIDGE IN DEXTER ACROSS THE BLACK RIVER
 OF0216'GO 0.2 MILE SOUTH ALONG STATE HIGHWAY 180 TO STATE HIGHWAY 12F, TURN
 OF0216'LEFT AND GO 1.2 MILES EAST TO AN APPROACH ROAD TO THE HANGAR AREA
 OF0216'ABOUT 150 FEET EAST OF THE MAIN ROAD TO THE TERMINAL BUILDING. TURN
 OF0216'RIGHT ON THE APPROACH ROAD AND GO 0.05 MILE SOUTH TO SOME GAS PUMPS
 OF0216'ON YOUR LEFT. THE MARK IS 250 FEET EAST (APPROX.) OF THE APPROACH
 OF0216'ROAD IN THE LINE OF SIGHT BETWEEN TRIANGULATION STATION DEXTER 2 AND
 OF0216'DEXTER AZIMUTH 1942. IT IS 81.09 FEET NORTHEAST OF TRIANGULATION
 OF0216'STATION DEXTER 2 AND 1 FOOT SOUTH OF AN 1 1/4 INCH PIPE THAT IS
 OF0216'DRIVEN INTO THE GROUND AND PROJECTS 2 1/2 FEET. A STANDARD REFERENCE
 OF0216'MARK DISK THAT IS STAMPED DEXTER 2 NO. 3 1946 IS SET IN A 1 FOOT
 OF0216'DIAMETER MONUMENT THAT PROJECTS 6 INCHES.
 OF0216
 OF0216                          STATION RECOVERY (1971)
 OF0216
 OF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OF0216'RECOVERED IN GOOD CONDITION.
 OF0216
 OF0216                          STATION RECOVERY (1991)
 OF0216
 OF0216'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAS)
 OF0216'MARK RECOVERED IN POOR CONDITION.
 OF0216
 OF0216                          STATION RECOVERY (2006)
 OF0216
 OF0216'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0216'AIRPORT MGR. INDICATED MARK WAS DESTROYED DURING RENOVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0220 ***********************************************************************
 OF0220  DESIGNATION -  DEXTER 2 RM 4
 OF0220  PID         -  OF0220
 OF0220  STATE/COUNTY-  NY/JEFFERSON
 OF0220  USGS QUAD   -  SACKETS HARBOR (1959)
 OF0220
 OF0220                         *CURRENT SURVEY CONTROL
 OF0220  ___________________________________________________________________
 OF0220* NAD 83(1986)-  43 59 46.     (N)    076 01 17.     (W)     SCALED    
 OF0220* NAVD 88     -        97.556  (meters)     320.06   (feet)  ADJUSTED  
 OF0220  ___________________________________________________________________
 OF0220  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 OF0220  DYNAMIC HT  -          97.540 (meters)     320.01  (feet)  COMP
 OF0220  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 OF0220
 OF0220  VERT ORDER  -  SECOND    CLASS 0
 OF0220
 OF0220.This mark is at Watertown Airport (ART)
 OF0220
 OF0220.The horizontal coordinates were scaled from a topographic map and have
 OF0220.an estimated accuracy of +/- 6 seconds.
 OF0220
 OF0220.The orthometric height was determined by differential leveling
 OF0220.and adjusted by the National Geodetic Survey in June 1991..
 OF0220
 OF0220.The geoid height was determined by GEOID03.
 OF0220
 OF0220.The dynamic height is computed by dividing the NAVD 88
 OF0220.geopotential number by the normal gravity value computed on the
 OF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0220.degrees latitude (g = 980.6199 gals.).
 OF0220
 OF0220.The modeled gravity was interpolated from observed gravity values.
 OF0220
 OF0220;                    North         East    Units  Estimated Accuracy
 OF0220;SPC NY C     -   443,990.      295,070.      MT  (+/- 180 meters Scaled)
 OF0220
 OF0220                          SUPERSEDED SURVEY CONTROL
 OF0220
 OF0220  NGVD 29 (??/??/92)   97.689  (m)          320.50   (f) ADJ UNCH    2 0
 OF0220
 OF0220.Superseded values are not recommended for survey control.
 OF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0220.See file dsdata.txt to determine how the superseded data were derived.
 OF0220
 OF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP181719(NAD 83)
 OF0220_MARKER: DR = REFERENCE MARK DISK
 OF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0220_STAMPING: DEXTER 2 NO. 4 1946
 OF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0220+STABILITY: SURFACE MOTION
 OF0220
 OF0220  HISTORY     - Date     Condition        Report By
 OF0220  HISTORY     - 1946     MONUMENTED       CGS
 OF0220  HISTORY     - 1964     GOOD             NGS
 OF0220  HISTORY     - 1971     GOOD             NGS
 OF0220  HISTORY     - 19910511 GOOD             USPSQD
 OF0220  HISTORY     - 20060607 MARK NOT FOUND   NYDT
 OF0220
 OF0220                          STATION DESCRIPTION
 OF0220
 OF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OF0220'1.4 MI ESE FROM DEXTER.
 OF0220'LOCATED AT THE WATERTOWN MUNICIPAL AIRPORT AT THE NORTH SIDE OF THE
 OF0220'FIELD. TO REACH FROM THE NEW BRIDGE IN DEXTER ACROSS THE BLACK RIVER
 OF0220'GO 0.2 MILE SOUTH ALONG STATE HIGHWAY 180 TO STATE HIGHWAY 12F, TURN
 OF0220'LEFT AND GO 1.2 MILES EAST TO AN APPROACH ROAD TO THE HANGAR AREA
 OF0220'ABOUT 150 FEET EAST OF THE MAIN ROAD TO THE TERMINAL BUILDING. TURN
 OF0220'RIGHT ON THE APPROACH ROAD AND GO 0.05 MILE SOUTH TO SOME GAS PUMPS
 OF0220'ON YOUR LEFT. THE MARK IS 170 FEET EAST (APPROX.) OF THE APPROACH
 OF0220'ROAD, 28.23 FEET SOUTHEAST OF TRIANGULATION STATION DEXTER 2 1946,
 OF0220'AND 1 FOOT NORTH OF A CHAIN LINK FENCE. A STANDARD REFERENCE MARK
 OF0220'DISK THAT IS STAMPED DEXTER 2 NO. 4 1946 IS SET IN A 1 FOOT DIAMETER
 OF0220'MONUMENT THAT PROJECTS 6 INCHES.
 OF0220
 OF0220                          STATION RECOVERY (1971)
 OF0220
 OF0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OF0220'RECOVERED IN GOOD CONDITION.
 OF0220
 OF0220                          STATION RECOVERY (1991)
 OF0220
 OF0220'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAS)
 OF0220'RECOVERED IN GOOD CONDITION.
 OF0220
 OF0220                          STATION RECOVERY (2006)
 OF0220
 OF0220'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0220'AIRPORT MGR. INDICATED MARK WAS DESTROYED DURING RENOVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0212 ***********************************************************************
 OF0212  DESIGNATION -  DEXTER AZ
 OF0212  PID         -  OF0212
 OF0212  STATE/COUNTY-  NY/JEFFERSON
 OF0212  USGS QUAD   -  SACKETS HARBOR (1959)
 OF0212
 OF0212                         *CURRENT SURVEY CONTROL
 OF0212  ___________________________________________________________________
 OF0212* NAD 83(1986)-  43 59 53.     (N)    076 01 05.     (W)     SCALED    
 OF0212* NAVD 88     -        98.099  (meters)     321.85   (feet)  ADJUSTED  
 OF0212  ___________________________________________________________________
 OF0212  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 OF0212  DYNAMIC HT  -          98.084 (meters)     321.80  (feet)  COMP
 OF0212  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 OF0212
 OF0212  VERT ORDER  -  SECOND    CLASS 0
 OF0212
 OF0212.This mark is at Watertown Airport (ART)
 OF0212
 OF0212.The horizontal coordinates were scaled from a topographic map and have
 OF0212.an estimated accuracy of +/- 6 seconds.
 OF0212
 OF0212.The orthometric height was determined by differential leveling
 OF0212.and adjusted by the National Geodetic Survey in June 1991..
 OF0212
 OF0212.The geoid height was determined by GEOID03.
 OF0212
 OF0212.The dynamic height is computed by dividing the NAVD 88
 OF0212.geopotential number by the normal gravity value computed on the
 OF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0212.degrees latitude (g = 980.6199 gals.).
 OF0212
 OF0212.The modeled gravity was interpolated from observed gravity values.
 OF0212
 OF0212;                    North         East    Units  Estimated Accuracy
 OF0212;SPC NY C     -   444,210.      295,340.      MT  (+/- 180 meters Scaled)
 OF0212
 OF0212                          SUPERSEDED SURVEY CONTROL
 OF0212
 OF0212  NGVD 29 (??/??/92)   98.233  (m)          322.29   (f) ADJ UNCH    2 0
 OF0212
 OF0212.Superseded values are not recommended for survey control.
 OF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0212.See file dsdata.txt to determine how the superseded data were derived.
 OF0212
 OF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP183721(NAD 83)
 OF0212_MARKER: DZ = AZIMUTH MARK DISK
 OF0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0212_STAMPING: DEXTER 1942
 OF0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0212+STABILITY: SURFACE MOTION
 OF0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0212+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 OF0212
 OF0212  HISTORY     - Date     Condition        Report By
 OF0212  HISTORY     - 1942     MONUMENTED       CGS
 OF0212  HISTORY     - 19910511 GOOD             USPSQD
 OF0212  HISTORY     - 20060607 GOOD             NYDT
 OF0212
 OF0212                          STATION DESCRIPTION
 OF0212
 OF0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0212'1.4 MI SE FROM DEXTER.
 OF0212'TO REACH FROM THE BRIDGE OVER BLACK RIVER AT DEXTER, PROCEED
 OF0212'SOUTHERLY ON STATE HIGHWAY NO. 179, GO 0.2 MILES TO THE INTERSECTION
 OF0212'OF THE ROAD TO WATERTOWN AIRPORT (STATE HIGHWAY 12-F), TURN EASTERLY
 OF0212'ON THE AIRPORT ROAD AND GO 1.5 MILES TO THE NORTHEAST CORNER OF THE
 OF0212'AIRPORT AND SITE OF BENCH MARK.
 OF0212'BENCH MARK IS AN AZIMUTH REFERENCE MARK, IT IS 21.0 FEET NORTH OF
 OF0212'AND ABOUT 1.0 FEET BELOW THE CENTER LINE OF THE ROAD, 3.0 FEET WEST
 OF0212'OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF AN IRON
 OF0212'CORNER FENCE POST. MONUMENT PROJECTS 0.6 FEET.
 OF0212'NOTE--HIGHWAY 179 NOW CALLED 180 HAS BEEN REROUTED TO A NEW BRIDGE
 OF0212'WEST OF THE OLD STEEL BRIDGE ACROSS THE BLACK RIVER AT DEXTER. SINCE
 OF0212'THE OLD BRIDGE STILL REMAINS, THE OLD MILEAGES STILL APPLY. THE GRADE
 OF0212'OF THE HIGHWAY AT THE AZIMUTH HAS BEEN RAISED ABOUT 2 FEET AND HAS
 OF0212'BEEN RELOCATED ABOUT 60 FEET SOUTH SO THE MARK IS NOW 84 FEET NORTH
 OF0212'OF THE CENTERLINE OF 12 FT. AND 3 FT. LOWER THAN THE HIGHWAY. THE
 OF0212'WOODEN WITNESS POST HAS BEEN REMOVED.
 OF0212
 OF0212                          STATION RECOVERY (1991)
 OF0212
 OF0212'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAS)
 OF0212'RECOVERED IN GOOD CONDITION.
 OF0212
 OF0212                          STATION RECOVERY (2006)
 OF0212
 OF0212'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0212'MARK IS LOCATED 1.0M EAST OF DRIVEWAY FOR NUMBER 17589
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4524 ***********************************************************************
 LX4524  DESIGNATION -  DEYO 3
 LX4524  PID         -  LX4524
 LX4524  STATE/COUNTY-  NY/ULSTER
 LX4524  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX4524
 LX4524                         *CURRENT SURVEY CONTROL
 LX4524  ___________________________________________________________________
 LX4524* NAD 83(1996)-  41 42 22.39568(N)    073 58 12.20394(W)     ADJUSTED  
 LX4524* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 LX4524  ___________________________________________________________________
 LX4524  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 LX4524  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX4524
 LX4524  HORZ ORDER  -  FIRST
 LX4524
 LX4524.The horizontal coordinates were established by classical geodetic methods
 LX4524.and adjusted by the National Geodetic Survey in January 1999..
 LX4524
 LX4524.The orthometric height was scaled from a topographic map.
 LX4524
 LX4524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4524
 LX4524.The geoid height was determined by GEOID03.
 LX4524
 LX4524;                    North         East     Units Scale Factor Converg.
 LX4524;SPC NY E     -   319,108.851   194,103.244   MT  0.99992393   +0 21 09.3
 LX4524;SPC NY E     - 1,046,942.96    636,820.39   sFT  0.99992393   +0 21 09.3
 LX4524;UTM  18      - 4,617,671.551   585,689.204   MT  0.99969036   +0 41 07.0
 LX4524
 LX4524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4524!SPC NY E     -   0.99998133  x   0.99992393  =   0.99990526
 LX4524!UTM  18      -   0.99998133  x   0.99969036  =   0.99967169
 LX4524
 LX4524|---------------------------------------------------------------------|
 LX4524| PID    Reference Object                     Distance      Geod. Az  |
 LX4524|                                                           dddmmss.s |
 LX4524| CB3995 DEYO 3 RM 1                          22.510 METERS 01329     |
 LX4524| LX4544 POUGHKEEPSIE HUD R ST HOSP STK      APPROX. 4.8 KM 0493859.8 |
 LX4524| LX4531 POUGHKEEPSIE BOWNE MEM HOSP TK      APPROX. 5.7 KM 0694602.2 |
 LX4524| LX4530 COLLEGE RM 1=COLLEGE ECC            APPROX. 4.6 KM 0815640.8 |
 LX4524| LX4535 POUGHKEEPSIE VASSAR COLL TANK       APPROX. 6.9 KM 1092127.3 |
 LX4524| LX4471 MATTEWAN HOSP FOR INSANE TANK       APPROX.20.2 KM 1742034.5 |
 LX4524| CB3996 DEYO 3 RM 2                          22.445 METERS 32910     |
 LX4524| LX4525 HIGHLAND HUD V PURE FOOD CO TK      APPROX. 1.0 KM 3432110.5 |
 LX4524|---------------------------------------------------------------------|
 LX4524
 LX4524                          SUPERSEDED SURVEY CONTROL
 LX4524
 LX4524  NAD 83(1986)-  41 42 22.39789(N)    073 58 12.20503(W) AD(       ) 1
 LX4524  NAD 27      -  41 42 22.06200(N)    073 58 13.70600(W) AD(       ) 1
 LX4524
 LX4524.Superseded values are not recommended for survey control.
 LX4524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4524.See file dsdata.txt to determine how the superseded data were derived.
 LX4524
 LX4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8568917672(NAD 83)
 LX4524_MARKER: Z = SEE DESCRIPTION
 LX4524_SETTING: 0 = UNSPECIFIED SETTING
 LX4524
 LX4524  HISTORY     - Date     Condition        Report By
 LX4524  HISTORY     - 1933     MONUMENTED       CGS
 LX4524  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX4524  HISTORY     - 1967     SEE DESCRIPTION  LDA
 LX4524  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LX4524  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 LX4524
 LX4524                          STATION DESCRIPTION
 LX4524
 LX4524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4524'THIS STATION IS ON W SIDE OF HUDSON RIVER ABOUT 1 MILE S OF
 LX4524'HIGHLAND AND APPROXIMATELY 1 MILE W OF RIVER ON HILL JUST W OF
 LX4524'ROUTE 9W AND JUST N OF PROPERTY BELONGING TO JOHN CASTELLANO.  IT
 LX4524'WAS IMPOSSIBLE TO FIND OUT TO WHOM THIS PROPERTY BELONGS.  STATION
 LX4524'IS REACHED FROM NEWBURGH AS FOLLOWS--FROM INTERSECTION OF
 LX4524'NORTH ST. AND 9W GO N 14.6 MILES TO TRAFFIC CIRCLE FOR
 LX4524'POUGHKEEPSIE.  MID-HUDSON BRIDGE.  TURN W, THENCE,
 LX4524'APPROXIMATELY 100 YARDS TO ROAD LEADING UPHILL.  THENCE 0.6
 LX4524'MILE UP-HILL TO STATION WHICH IS IN APPLE ORCHARD (NOT
 LX4524'WORKED AT PRESENT) 4.5 METERS N OF JOHN CASTELLANOS
 LX4524'PROPERTY LINE.  STATION IS MARKED WITH A STANDARD BRONZE
 LX4524'DISK SET IN A CONCRETE POST IN LINE WITH FIRST ROW OF APPLE
 LX4524'TREES N OF STONE FENCE.
 LX4524'
 LX4524'TWO REFERENCE MARKS, STANDARD BRONZE DISKS SET IN CONCRETE
 LX4524'POSTS, WERE SET.  REFERENCE MARK NO.1 IS N OF STATION AND
 LX4524'REFERENCE MARK NO.2 IS NW OF STATION AND ABOUT 5 METERS E OF
 LX4524'STONE FENCE RUNNING N AND S ALONG TOP OF HILL.
 LX4524
 LX4524                          STATION RECOVERY (1938)
 LX4524
 LX4524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4524'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON A SMALL
 LX4524'PROMINENT KNOLL IN AN ORCHARD APPROXIMATELY 1 MILE W OF MID-HUDSON
 LX4524'BRIDGE ON W SIDE OF HUDSON RIVER.  MARK IS A STANDARD BRONZE
 LX4524'TABLET SET IN CONCRETE POST SET FLUSH WITH GROUND AND IS
 LX4524'STAMPED DEYO 3 1933.
 LX4524'
 LX4524'REFERENCE MARK NO.1 IS A STANDARD BRONZE TABLET SET IN CONCRETE
 LX4524'POST AND STAMPED DEYO 3 R.M. 1 1933.  REFERENCE MARK NO.2
 LX4524'IS A STANDARD BRONZE TABLET SET IN CONCRETE AND STAMPED DEYO 3
 LX4524'R.M. 2 1933.
 LX4524'
 LX4524'TO REACH FROM TRAFFIC CIRCLE ON U.S. 9W APPROXIMATELY 1 MILE
 LX4524'W OF MID-HUDSON BRIDGE, TAKE ONLY MACADAM ROAD LEADING WESTERLY
 LX4524'AND GO ABOUT 100 YARDS TO DIM FARM ROAD LEADING S, L.  TURN L AND
 LX4524'FOLLOW DIM ROAD ABOUT 1/2 MILE TO TOP OF KNOLL AND ORCHARD WITH
 LX4524'STATION IN SW CORNER.
 LX4524
 LX4524                          STATION RECOVERY (1967)
 LX4524
 LX4524'RECOVERY NOTE BY L DICKERSON ASSOC 1967 (CWG)
 LX4524'DEYO 3 1933 THE MONUMENT IS SLIGHTLY TILTED.  REVERENCE MARKS 1
 LX4524'AND 2 HAVE BEEN DESTROYED.  THE AZIMUTH WAS NOT SEARCHED FOR.
 LX4524'
 LX4524'THE ORCHARD HAS BEEN REPLANTED AND I BELIEVE THIS IS THE CAUSE OF
 LX4524'THE DESTRUCTION OF THE REFERENCE MARKS AND THE TILTING OF THE
 LX4524'MONUMENT.
 LX4524'
 LX4524'THE ROAD IN THE DESCRIPTION IS NO LONGER PASSABLE.  BECAUSE OF
 LX4524'CONSTRUCTION IN THE AREA IT IS NOT NOW POSSIBLE TO WRITE A
 LX4524'DESCRIPTION TO ALLOW A PERSON TO FIND THE STATION EASILY.  BY
 LX4524'USING A POUGHKEEPSIE QUAD. IT IS POSSIBLE TO FIND THE STATION.
 LX4524
 LX4524                          STATION RECOVERY (1970)
 LX4524
 LX4524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LX4524'STATION IS DESTROYED.  STATION MONUMENT WAS FOUND IN THE GROUND,
 LX4524'BUT LEANING CONSIDERABLY, APPARENTLY PUSHED OVER DURING
 LX4524'CULTIVATION OF GROUND.  REFERENCE MARK NO.2 WAS FOUND IN THE
 LX4524'GROUND, BUT LEANING TOWARDS STATION.  A SEARCH WAS MADE FOR
 LX4524'REFERENCE MARK NO.1 ON THE DISTANCE FROM STATION AND FROM RM
 LX4524'NO.2, BUT IT COULD NOT BE FOUND, AND IS BELIEVED DESTROYED.
 LX4524'
 LX4524'STATION MONUMENT WAS REMOVED FROM GROUND AND A SEARCH MADE FOR
 LX4524'AN UNDERGROUND MARK, BUT NONE WAS FOUND.
 LX4524'
 LX4524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4524'1 MILE SSW OF HIGHLAND.
 LX4524
 LX4524                          STATION RECOVERY (1972)
 LX4524
 LX4524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (BAL)
 LX4524'EXTENSIVE SEARCH WAS MADE BY TWO MEN 4/71 FOR STA. AND REFERENCE
 LX4524'MARKS, REFERENCE MARKS NOT FOUND.  A BROKEN CONC. POST WAS AT
 LX4524'APPARENT LOCATION OF STA. BUT DISC HAD BEEN REMOVED.  STA. IS
 LX4524'ASSUMED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1772 ***********************************************************************
 NB1772  CBN         -  This is a Cooperative Base Network Control Station.
 NB1772  DESIGNATION -  DIAMOND
 NB1772  PID         -  NB1772
 NB1772  STATE/COUNTY-  NY/TIOGA
 NB1772  USGS QUAD   -  RICHFORD (1976)
 NB1772
 NB1772                         *CURRENT SURVEY CONTROL
 NB1772  ___________________________________________________________________
 NB1772* NAD 83(1996)-  42 18 44.02436(N)    076 13 27.74890(W)     ADJUSTED  
 NB1772* NAVD 88     -       509.4    (meters)    1671.     (feet)  GPS OBS   
 NB1772  ___________________________________________________________________
 NB1772  X           -   1,124,898.140 (meters)                     COMP
 NB1772  Y           -  -4,588,190.127 (meters)                     COMP
 NB1772  Z           -   4,271,634.472 (meters)                     COMP
 NB1772  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 NB1772  ELLIP HEIGHT-         476.56  (meters)          (12/03/02) GPS OBS
 NB1772  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NB1772
 NB1772  HORZ ORDER  -  B
 NB1772  ELLP ORDER  -  THIRD     CLASS I
 NB1772
 NB1772.The horizontal coordinates were established by GPS observations
 NB1772.and adjusted by the National Geodetic Survey in July 1997..
 NB1772
 NB1772.The orthometric height was determined by GPS observations and a
 NB1772.high-resolution geoid model.
 NB1772
 NB1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NB1772
 NB1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1772
 NB1772.The ellipsoidal height was determined by GPS observations
 NB1772.and is referenced to NAD 83.
 NB1772
 NB1772.The geoid height was determined by GEOID03.
 NB1772
 NB1772;                    North         East     Units Scale Factor Converg.
 NB1772;SPC NY C     -   256,835.448   279,592.339   MT  0.99994827   +0 14 29.9
 NB1772;SPC NY C     -   842,634.30    917,295.87   sFT  0.99994827   +0 14 29.9
 NB1772;UTM  18      - 4,685,169.415   399,096.669   MT  0.99972527   -0 49 27.4
 NB1772
 NB1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1772!SPC NY C     -   0.99992526  x   0.99994827  =   0.99987354
 NB1772!UTM  18      -   0.99992526  x   0.99972527  =   0.99965055
 NB1772
 NB1772:                Primary Azimuth Mark                     Grid Az
 NB1772:SPC NY C     -  DIAMOND AZ MK                            071 41 33.7
 NB1772:UTM  18      -  DIAMOND AZ MK                            072 45 31.0
 NB1772
 NB1772|---------------------------------------------------------------------|
 NB1772| PID    Reference Object                     Distance      Geod. Az  |
 NB1772|                                                           dddmmss.s |
 NB1772| CZ8177 DIAMOND AZ MK                                      0715603.6 |
 NB1772| CZ8179 DIAMOND RM 1                         75.496 METERS 09551     |
 NB1772| CZ8178 DIAMOND AZ MK 2                                    16023     |
 NB1772| CZ8181 DIAMOND RM 3                         31.501 METERS 23004     |
 NB1772| CZ8180 DIAMOND RM 2                        128.200 METERS 33738     |
 NB1772|---------------------------------------------------------------------|
 NB1772
 NB1772                          SUPERSEDED SURVEY CONTROL
 NB1772
 NB1772  ELLIP H (07/24/97)  476.57   (m)                       GP(       ) 1 1
 NB1772  NAD 83(1992)-  42 18 44.02383(N)    076 13 27.74826(W) AD(       ) B
 NB1772  NAD 83(1992)-  42 18 44.02381(N)    076 13 27.74826(W) AD(       ) B
 NB1772  ELLIP H (04/16/93)  476.51   (m)                       GP(       ) 4 1
 NB1772  NAD 83(1986)-  42 18 44.02743(N)    076 13 27.75246(W) AD(       ) 1
 NB1772  NAD 27      -  42 18 43.76200(N)    076 13 29.00000(W) AD(       ) 1
 NB1772
 NB1772.Superseded values are not recommended for survey control.
 NB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1772.See file dsdata.txt to determine how the superseded data were derived.
 NB1772
 NB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM9909785169(NAD 83)
 NB1772_MARKER: DS = TRIANGULATION STATION DISK
 NB1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1772_SP_SET: CONCRETE POST
 NB1772_STAMPING: DIAMOND 1934
 NB1772_MARK LOGO: CGS   
 NB1772_PROJECTION: FLUSH
 NB1772_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NB1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1772+STABILITY: SURFACE MOTION
 NB1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1772+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 NB1772
 NB1772  HISTORY     - Date     Condition        Report By
 NB1772  HISTORY     - 1934     MONUMENTED       CGS
 NB1772  HISTORY     - 1934     GOOD             CGS
 NB1772  HISTORY     - 1978     GOOD             NGS
 NB1772  HISTORY     - 19920723 GOOD             NGS
 NB1772  HISTORY     - 19940815 GOOD             NYDT
 NB1772  HISTORY     - 19960827 GOOD             NYDT
 NB1772  HISTORY     - 19981020 GOOD             FA
 NB1772  HISTORY     - 20000811 GOOD             POPLI
 NB1772  HISTORY     - 20060424 GOOD             INDIV
 NB1772
 NB1772                          STATION DESCRIPTION
 NB1772
 NB1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 NB1772'STATION IS ABOUT 2.2 MILES WEST OF BERKSHIRE N.Y., IN A
 NB1772'CULTIVATED FIELD, ON TOP OF A HIGH BARE HILL THAT IS KNOWN
 NB1772'LOCALLY AS NIXON HILL.  THE STATION IS ON PROPERTY OWNED BY
 NB1772'MR. LOUIS TOMPKINS.  MR. TOMPKINS HAS JUST RECENTLY PURCHASED
 NB1772'THE PROPERTY.  THE TOP MARK IS 12 INCHES BELOW THE SURFACE OF THE
 NB1772'GROUND, AND IS SET IN A MASS OF CONCRETE 24 INCHES IN DIAMETER.
 NB1772'
 NB1772'TO REACH THE STATION FROM BERKSHIRE, A SMALL TOWN ON STATE
 NB1772'HIGHWAY 38, GO WEST ON A PAVED ROAD TO SPEEDVILLE, JUST NORTH
 NB1772'OF AN OLD BRICK CHURCH, 0.6 MILE TO A FORK IN THE ROAD.  TAKE
 NB1772'THE RIGHT FORK AND GO 1.3 MILES TO A DIM ROAD ON THE LEFT, THAT
 NB1772'GOES SOUTH UP THE HILL.  THIS ROAD IS 0.2 MILE WEST OF A LARGE
 NB1772'FRAME HOUSE ON THE NORTH SIDE OF THE ROAD.  FOLLOW THIS ROAD
 NB1772'IN A SOUTHERLY DIRECTION FOR 0.5 MILE TO THE TOP OF THE HILL,
 NB1772'AND STATION.  THE STATION IS 1/4 MILE NORTHWEST OF MR. TOMPKINS
 NB1772'HOUSE.
 NB1772'
 NB1772'REFERENCE MARK NO.1 IS 75.83 METERS EAST-NORTHEAST OF THE STATION,
 NB1772'ON THE NORTH SLOPE OF THE HILL, 2 METERS SOUTHWEST OF AN
 NB1772'OLD-NORTHWEST-SOUTHEAST STONE FENCE, 22 FEET SOUTHEAST OF THE
 NB1772'NORTHWEST END OF THE STONE FENCE.  THE MARK PROJECTS 5 INCHES
 NB1772'ABOVE GROUND.
 NB1772'
 NB1772'REFERENCE MARK NO.2 IS 128.20 METERS (SLOPE) NORTHWEST OF
 NB1772'THE STATION, AT THE WEST EDGE OF THE FIELD, 1 METER WEST OF THE
 NB1772'CENTERLINE OF THE DIM ROAD UP THE HILL, 14 PACES SOUTH OF THE
 NB1772'NORTH END OF A ROW OF BRUSH AT THE WEST EDGE OF THE FIELD.  THE
 NB1772'MARK PROJECTS 6 INCHES ABOVE GROUND.
 NB1772'
 NB1772'THE AZIMUTH MARK IS 1/2 MILE NORTHEAST OF THE STATION, ON
 NB1772'THE SOUTH SIDE OF THE PAVED ROAD, 15 FEET SOUTH OF THE
 NB1772'CENTERLINE OF THE ROAD, 0.15 MILE EAST OF A LARGE FRAME HOUSE
 NB1772'ON THE NORTH SIDE OF THE ROAD, 25 PACES NORTHWEST OF A LONE
 NB1772'24-INCH MAPLE TREE THAT STANDS IN THE FIELD SOUTH OF THE ROAD.
 NB1772'THE MARK PROJECTS 4 INCHES ABOVE GROUND.
 NB1772'
 NB1772'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARKS ARE
 NB1772'STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 NB1772'
 NB1772'THE GROUND AT STATION SHORT IS VISIBLE FROM THE GROUND AT
 NB1772'STATION DIAMOND.
 NB1772'
 NB1772'A 4-FOOT STAND REQUIRED.
 NB1772
 NB1772                          STATION RECOVERY (1934)
 NB1772
 NB1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 NB1772'RECOVERED IN GOOD CONDITION.
 NB1772
 NB1772                          STATION RECOVERY (1978)
 NB1772
 NB1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NB1772'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 NB1772'CONDITION.  REFERENCE MARK 2 WAS FOUND TILTED OUT OF THE GROUND.  THE
 NB1772'MARK WAS RESET CLOSER TO THE STATION AND USED AS REFERENCE MARK
 NB1772'3.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT WAS PROBABLY
 NB1772'DESTROYED OR COVERED UP WHEN THE ROAD WAS WIDENED.  A NEW AZIMUTH MARK
 NB1772'WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 NB1772'
 NB1772'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BERKSHIRE, ON A HIGH HILL
 NB1772'IN PASTURE LAND OWNED BY MR. JAMES WILSON.
 NB1772'
 NB1772'TO REACH THE STATION FROM THE POST OFFICE IN BERKSHIRE, GO SOUTH ON
 NB1772'STATE HIGHWAY 38 FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 NB1772'AND GO WEST ON THE PAVED ROAD FOR 0.7 MILE TO A FORK.  TAKE THE LEFT
 NB1772'FORK, UPHILL, AND CONTINUE WEST ON A PAVED ROAD FOR 1.3 MILES TO WHERE
 NB1772'THE ROAD TURNS SHARP LEFT AND A DRIVEWAY ON THE RIGHT.  (TO REACH THE
 NB1772'AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO SOUTH ON A PAVED AND
 NB1772'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON LEFT).  TURN RIGHT AND GO
 NB1772'NORTH, PASSING ON THE EAST SIDE OF A BUILDING, ON A FIELD ROAD FOR 0.1
 NB1772'MILE TO A GAP IN FENCELINE.  PASS THROUGH GAP AND GO NORTH ON THE
 NB1772'FIELD ROAD FOR 0.15 MILE TO THE TOP OF HILL AND THE STATION.
 NB1772'
 NB1772'THE STATION MARK STAMPED---DIAMOND 1934---IS A STANDARD DISK SET IN
 NB1772'THE TOP OF A 24-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES
 NB1772'UNDERGROUND.  IT IS 107 FEET EAST OF A WIRE FENCE AND 104.5 FEET
 NB1772'NORTHEAST OF A METAL WITNESS POST.
 NB1772'
 NB1772'REFERENCE MARK 1 STAMPED---DIAMOND NO 1 1934---IS A STANDARD DISK SET
 NB1772'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 NB1772'INCHES ABOVE THE GROUND.  IT IS 13 FEET WEST OF A 20-INCH TREE ON THE
 NB1772'EAST SIDE OF A ROCK FENCE AND 7 FEET WEST OF THE ROCK FENCE.  THE
 NB1772'SLOPE DISTANCE TO THIS MARK FROM THE STATION IS 248.79 FEET.
 NB1772'
 NB1772'REFERENCE MARK 3 STAMPED---DIAMOND 1934 NO 3 1978---IS A STANDARD DISK
 NB1772'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 NB1772'INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHEAST OF A METAL WITNESS
 NB1772'POST AND 1.5 FEET NORTHEAST OF A FENCE CORNER POST.
 NB1772'
 NB1772'THE AZIMUTH MARK STAMPED---DIAMOND 1934 1978---IS A STANDARD DISK SET
 NB1772'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 NB1772'THE GROUND SURFACE.  IT IS 21 FEET EAST OF THE CENTER OF THE DIRT
 NB1772'ROAD, 5 FEET NORTHEAST OF A METAL WITNESS POST AND 3.5 FEET NORTHEAST
 NB1772'OF TELEPHONE POLE NUMBER 3.5.
 NB1772
 NB1772                          STATION RECOVERY (1992)
 NB1772
 NB1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NB1772'THE STATION IS LOCATED ABOUT 27.3 KM (16.95 MI) SOUTHEAST FROM ITHACA,
 NB1772'3.7 KM (2.30 MI) WEST FROM BERKSHIRE AND ON A HIGH HILL LOCALLY KNOWN
 NB1772'AS NIXON HILL, WHICH IS PLANTED WITH CORN AT THE TIME OF THIS
 NB1772'DESCRIPTION.  OWNERSHIP--FRANK WILSON, PHONE 607-657-8442. PROPERTY
 NB1772'OWNER SHOULD BE CONTACTED PRIOR TO GOING TO STATION AS FIELD WILL BE
 NB1772'IN PLANTING STAGE.  OWNER WAS VERY HELPFUL IN RECOVERY OF THIS
 NB1772'STATION.
 NB1772'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 38 AND COUNTY
 NB1772'ROAD 8 (A PAVED ROAD MARKED GLEN ROAD) IN THE SMALL VILLAGE OF
 NB1772'BERKSHIRE JUST NORTH OF AN OLD BRICK CHURCH, GO WEST ON COUNTY ROAD 8
 NB1772'FOR 1.0 KM (0.60 MI) TO A FORK IN THE ROAD.  TAKE THE LEFT FORK AND
 NB1772'GO WEST ON FORD HILL ROAD 2.2 KM (1.35 MI) TO MR. WILSONS HOUSE AND
 NB1772'BARN ON THE LEFT.  TURN RIGHT JUST BEFORE METAL SHED/BARN ON TRACK
 NB1772'ROAD, PASSING EAST SIDE OF BUILDING, AND GO NORTH 0.16 KM (0.10 MI)
 NB1772'TO A BREAK IN THE NORTH-SOUTH HEDGE ROW AND A TURN LEFT.  TURN LEFT
 NB1772'AND GO WEST, THEN NORTH FOR 0.24 KM (0.15 MI) ON THE TRACK ROAD
 NB1772'AROUND THE CORN FIELD TO THE TOP OF THE HILL AND THE STATION ON THE
 NB1772'RIGHT IN THE MIDDLE OF THE FIELD.
 NB1772'LOCATED 26.3 M (86.3 FT) EAST FROM THE CENTERLINE OF THE TRACK ROAD,
 NB1772'0.5 M (1.6 FT) SOUTH FROM A WITNESS POST.  THE STATION IS RECESSED
 NB1772'0.4 M (1.3 FT) BELOW GROUND.
 NB1772
 NB1772                          STATION RECOVERY (1994)
 NB1772
 NB1772'RECOVERY NOTE BY NY DEPT OF TRANSP 1994 (RWB)
 NB1772'RECOVERED AS DESCRIBED.
 NB1772
 NB1772                          STATION RECOVERY (1996)
 NB1772
 NB1772'RECOVERY NOTE BY NY DEPT OF TRANSP 1996 (KDS)
 NB1772'THE STATION WAS DIFFICULT TO FIND.  THE WITNESS POST IS MISSING.  THE
 NB1772'TRACT ROADS ARE NOT AS OBVIOUS AS THEY MAY HAVE BEEN.  THERE WAS NOT
 NB1772'ANYTHING CLOSE ENOUGH TO TIE THE STATION BESIDES THE TIES ALREADY
 NB1772'GIVEN.  THE AZIMUTH POINTS ARE HIDDEN IN THE WOODS, BOTH FOUND IN GOOD
 NB1772'CONDITION AFTER FINALLY FINDING THE ORIGINAL STATION, WHICH TOOK 45
 NB1772'MINUETS.  YOU WILL DEFINITELY NEED A METAL DETECTOR AND PERSEVERANCE.
 NB1772
 NB1772                          STATION RECOVERY (1998)
 NB1772
 NB1772'RECOVERY NOTE BY FISHER ASSOCIATES 1998 (KR)
 NB1772'GOOD.
 NB1772
 NB1772                          STATION RECOVERY (2000)
 NB1772
 NB1772'RECOVERY NOTE BY POPLI CONSULTING ENGRS/SURVEYORS 2000 (TWR)
 NB1772'SEE NGS TIE SHEET.
 NB1772
 NB1772                          STATION RECOVERY (2006)
 NB1772
 NB1772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLC)
 NB1772'STATION AND REFERENCE MARKS 1 AND 3 RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3870 ***********************************************************************
 AB3870  CBN         -  This is a Cooperative Base Network Control Station.
 AB3870  DESIGNATION -  DIANNE
 AB3870  PID         -  AB3870
 AB3870  STATE/COUNTY-  NY/ORANGE
 AB3870  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 AB3870
 AB3870                         *CURRENT SURVEY CONTROL
 AB3870  ___________________________________________________________________
 AB3870* NAD 83(1996)-  41 21 23.31276(N)    074 40 54.08247(W)     ADJUSTED  
 AB3870* NAVD 88     -       141.811  (meters)     465.26   (feet)  ADJUSTED  
 AB3870  ___________________________________________________________________
 AB3870  X           -   1,266,645.622 (meters)                     COMP
 AB3870  Y           -  -4,624,269.831 (meters)                     COMP
 AB3870  Z           -   4,192,293.057 (meters)                     COMP
 AB3870  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AB3870  ELLIP HEIGHT-         109.66  (meters)          (09/18/02) GPS OBS
 AB3870  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AB3870  DYNAMIC HT  -         141.752 (meters)     465.06  (feet)  COMP
 AB3870  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 AB3870
 AB3870  HORZ ORDER  -  B
 AB3870  VERT ORDER  -  FIRST     CLASS II
 AB3870  ELLP ORDER  -  FOURTH    CLASS II
 AB3870
 AB3870.The horizontal coordinates were established by GPS observations
 AB3870.and adjusted by the National Geodetic Survey in July 1997..
 AB3870
 AB3870.The orthometric height was determined by differential leveling
 AB3870.and adjusted by the National Geodetic Survey in September 1996..
 AB3870
 AB3870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3870
 AB3870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3870
 AB3870.The ellipsoidal height was determined by GPS observations
 AB3870.and is referenced to NAD 83.
 AB3870
 AB3870.The geoid height was determined by GEOID03.
 AB3870
 AB3870.The dynamic height is computed by dividing the NAVD 88
 AB3870.geopotential number by the normal gravity value computed on the
 AB3870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3870.degrees latitude (g = 980.6199 gals.).
 AB3870
 AB3870.The modeled gravity was interpolated from observed gravity values.
 AB3870
 AB3870;                    North         East     Units Scale Factor Converg.
 AB3870;SPC NY E     -   280,148.788   134,797.687   MT  0.99990284   -0 07 12.2
 AB3870;SPC NY E     -   919,121.48    442,248.74   sFT  0.99990284   -0 07 12.2
 AB3870;UTM  18      - 4,578,379.351   526,625.660   MT  0.99960872   +0 12 37.2
 AB3870
 AB3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3870!SPC NY E     -   0.99998280  x   0.99990284  =   0.99988564
 AB3870!UTM  18      -   0.99998280  x   0.99960872  =   0.99959153
 AB3870
 AB3870                          SUPERSEDED SURVEY CONTROL
 AB3870
 AB3870  ELLIP H (07/24/97)  109.67   (m)                       GP(       ) 1 1
 AB3870  NAD 83(1992)-  41 21 23.31183(N)    074 40 54.08183(W) AD(       ) B
 AB3870  ELLIP H (06/10/96)  109.60   (m)                       GP(       ) 1 1
 AB3870  NAVD 88 (08/14/98)  141.81   (m)          465.3    (f) LEVELING    3  
 AB3870
 AB3870.Superseded values are not recommended for survey control.
 AB3870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3870.See file dsdata.txt to determine how the superseded data were derived.
 AB3870
 AB3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2662678379(NAD 83)
 AB3870_MARKER: DD = SURVEY DISK
 AB3870_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB3870_SP_SET: CONCRETE DECK ABOVE ABUTMENT
 AB3870_STAMPING: DIANNE 1995
 AB3870_MARK LOGO: NYDT  
 AB3870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3870+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 AB3870
 AB3870  HISTORY     - Date     Condition        Report By
 AB3870  HISTORY     - 1995     MONUMENTED       NYDT
 AB3870  HISTORY     - 19950607 GOOD             NJGS
 AB3870  HISTORY     - 19961204 GOOD             NJGS
 AB3870  HISTORY     - 19990710 GOOD             PADT
 AB3870  HISTORY     - 20010717 GOOD             NYDT
 AB3870  HISTORY     - 20030331 GOOD             JCLS
 AB3870  HISTORY     - 20031116 GOOD             DELHUD
 AB3870  HISTORY     - 20060922 GOOD             AASCO
 AB3870
 AB3870                          STATION DESCRIPTION
 AB3870
 AB3870'DESCRIBED BY NY DEPT OF TRANSP 1995 (KDS)
 AB3870'THE STATION IS LOCATED ON THE EAST SIDE OF PORT JERVIS, NEW YORK, AT
 AB3870'THE JUNCTION OF US HIGHWAY 6 AND HIGHWAY 23 JUST WEST OF EXIT 1 OF
 AB3870'INTERSTATE HIGHWAY 84.  TO REACH STATION FROM THE JUNCTION OF HIGHWAY
 AB3870'6 AND THE I-84 WEST BOUND EXIT RAMP, GO WEST ON HIGHWAY 6 FOR 0.2 KM
 AB3870'(0.1 MI) TO THE JUNCTION OF HIGHWAY 23 AND THE STATION ON THE LEFT AT
 AB3870'THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE.  THE STATION IS A BRONZE
 AB3870'SURVEY DISK SET IN A DRILL HOLE IN THE CONCRETE DECK, ABOVE THE
 AB3870'ABUTMENT, BEHIND THE GUIDERAIL, AND LEVEL WITH THE ROAD.
 AB3870
 AB3870                          STATION RECOVERY (1995)
 AB3870
 AB3870'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (EDB)
 AB3870'THE STATION IS LOCATED IN DEER PARK TOWNSHIP ON THE SOUTH SIDE OF U.S.
 AB3870'HIGHWAY 6, WEST OF THE CITY OF PORT JERVIS AT THE INTERSECTION OF U.S.
 AB3870'HIGHWAY 6 AND NEW JERSEY ROUTE 23 AND WEST OF INTERCHANGE 1 OF
 AB3870'INTERSTATE HIGHWAY 84.  TO REACH THE STATION, PROCEED TO THE SOUTHEAST
 AB3870'CORNER OF THE CONCRETE BRIDGE THAT IS THE EAST LEG OF THE THREE WAY
 AB3870'INTERSECTION OF U.S.  HIGHWAY 6 AND NEW JERSEY ROUTE 23 TO THE STATION
 AB3870'ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE DECK, ABOVE
 AB3870'THE ABUTMENT AND BEHIND THE GUIDE RAIL.
 AB3870
 AB3870                          STATION RECOVERY (1996)
 AB3870
 AB3870'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (MWC)
 AB3870'RECOVERED AS DESCRIBED.
 AB3870
 AB3870                          STATION RECOVERY (1999)
 AB3870
 AB3870'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 AB3870'RECOVERED IN GOOD CONDITION.
 AB3870
 AB3870                          STATION RECOVERY (2001)
 AB3870
 AB3870'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (MJP)
 AB3870'RECOVERED AS DESCRIBED.
 AB3870' 
 AB3870'
 AB3870
 AB3870                          STATION RECOVERY (2003)
 AB3870
 AB3870'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AB3870'RECOVERED IN GOOD CONDITION.
 AB3870
 AB3870                          STATION RECOVERY (2003)
 AB3870
 AB3870'RECOVERY NOTE BY DELAWARE HUDSON LAND SURV 2003
 AB3870'RECOVERED AS DESCRIBED.
 AB3870
 AB3870                          STATION RECOVERY (2006)
 AB3870
 AB3870'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 AB3870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0498 ***********************************************************************
 OG0498  DESIGNATION -  DIBBLE
 OG0498  PID         -  OG0498
 OG0498  STATE/COUNTY-  NY/GENESEE
 OG0498  USGS QUAD   -  
 OG0498
 OG0498                         *CURRENT SURVEY CONTROL
 OG0498  ___________________________________________________________________
 OG0498* NAD 83(1996)-  43 01 18.42014(N)    078 24 33.65060(W)     ADJUSTED  
 OG0498* NAVD 88     -       280.9    (meters)     922.     (feet)  VERTCON   
 OG0498  ___________________________________________________________________
 OG0498  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OG0498  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OG0498
 OG0498  HORZ ORDER  -  SECOND
 OG0498
 OG0498.The horizontal coordinates were established by classical geodetic methods
 OG0498.and adjusted by the National Geodetic Survey in January 1999..
 OG0498
 OG0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0498
 OG0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0498
 OG0498.The geoid height was determined by GEOID03.
 OG0498
 OG0498;                    North         East     Units Scale Factor Converg.
 OG0498;SPC NY W     -   335,604.547   364,181.085   MT  0.99993997   +0 07 07.3
 OG0498;SPC NY W     - 1,101,062.58  1,194,817.44   sFT  0.99993997   +0 07 07.3
 OG0498;UTM  17      - 4,766,490.968   711,090.293   MT  1.00014820   +1 46 05.5
 OG0498
 OG0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0498!SPC NY W     -   0.99996143  x   0.99993997  =   0.99990140
 OG0498!UTM  17      -   0.99996143  x   1.00014820  =   1.00010963
 OG0498
 OG0498:                Primary Azimuth Mark                     Grid Az
 OG0498:SPC NY W     -  ET 1 DMW                                 157 53 47.7
 OG0498:UTM  17      -  ET 1 DMW                                 156 14 49.5
 OG0498
 OG0498|---------------------------------------------------------------------|
 OG0498| PID    Reference Object                     Distance      Geod. Az  |
 OG0498|                                                           dddmmss.s |
 OG0498| NC0961 ET 1 DMW                            APPROX. 3.7 KM 1580055.0 |
 OG0498| CZ9316 DIBBLE RM 1                          13.480 METERS 16606     |
 OG0498| CZ9317 DIBBLE RM 2                          19.100 METERS 28313     |
 OG0498|---------------------------------------------------------------------|
 OG0498
 OG0498                          SUPERSEDED SURVEY CONTROL
 OG0498
 OG0498  NAD 83(1986)-  43 01 18.42757(N)    078 24 33.64794(W) AD(       ) 2
 OG0498  NAD 27      -  43 01 18.21299(N)    078 24 34.57421(W) AD(       ) 2
 OG0498  NGVD 29 (07/19/86)  281.0    (m)          922.     (f) VERT ANG       
 OG0498
 OG0498.Superseded values are not recommended for survey control.
 OG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0498.See file dsdata.txt to determine how the superseded data were derived.
 OG0498
 OG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH1109066491(NAD 83)
 OG0498_MARKER: DS = TRIANGULATION STATION DISK
 OG0498_SETTING: 0 = UNSPECIFIED SETTING
 OG0498
 OG0498  HISTORY     - Date     Condition        Report By
 OG0498  HISTORY     - 1972     MONUMENTED       NGS
 OG0498
 OG0498                          STATION DESCRIPTION
 OG0498
 OG0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (DMW)
 OG0498'STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF INDIAN FALLS AND ABOUT
 OG0498'1.0 MILE NORTH OF PEMBROKE.
 OG0498'
 OG0498'TO REACH FROM INDIAN FALLS AT CROSSING OF STATE HIGHWAY 77
 OG0498'OVER TONAWANDA CREEK, GO SOUTH ON HIGHWAY 77, 0.5 MILE TO GABBEY
 OG0498'ROAD, TURN RIGHT (WEST) ON GABBEY ROAD AND GO 0.5 MILE TO
 OG0498'RESIDENCE OF C. H. DIBBLE AND STATION ON RIGHT (NORTH OF ROAD).
 OG0498'
 OG0498'THE STATION IS ABOUT 500 FEET NORTH OF GABBEY ROAD, 83.8 FEET
 OG0498'NORTHEAST OF THE SOUTHEAST CORNER OF RESIDENCE, 67.0 FEET
 OG0498'NORTHEAST OF NORTHEAST CORNER OF RESIDENCE, 47.0 FEET
 OG0498'NORTH-NORTHWEST OF SOUTHERNMOST ONE OF TWO 12-INCH HICKORY TREES,
 OG0498'14.0 FEET NORTHWEST OF THE MOST NORTHERN OF TWO 12-INCH HICKORY
 OG0498'TREES, STAMPED ET DIBBLE 1972.
 OG0498'
 OG0498'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 76.1 FEET
 OG0498'EAST-SOUTHEAST OF NORTHEAST CORNER OF RESIDENCE, 75.5 FEET EAST OF
 OG0498'SOUTHEAST CORNER OF RESIDENCE, 3.8 FEET WEST OF MOST SOUTHERN OF
 OG0498'TWO 12-INCH HICKORY TREES, STAMPED ET DIBBLE 1972 RM 1.
 OG0498'
 OG0498'REFERENCE MARK NO. 2 IS WEST OF STATION, 77.5 FEET NORTHEAST
 OG0498'OF NORTHWEST CORNER OF RESIDENCE, 76.1 FEET WEST OF THE MOST
 OG0498'NORTHERN 12-INCH HICKORY TREE, 38.3 FEET NORTH OF NORTHEAST
 OG0498'CORNER OF RESIDENCE, STAMPED ET DIBBLE 1972 RM 2.
 OG0498'
 OG0498'NO AZIMUTH MARK WAS SET AS ET 1 DMW 1972 AND ET REFUGE 1972
 OG0498'ARE VISIBLE FROM THE GROUND.
 OG0498'
 OG0498'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 ARE
 OG0498'FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2
 OG0498'IN. COPPER-COATED STEEL RODS DRIVEN TO REFUSAL, CENTERED IN
 OG0498'6-IN. DIAMETER TILES 12-IN. LONG FILLED WITH GRAVEL TO WITHIN
 OG0498'1-IN. OF CAP.
 OG0498'
 OG0498'HEIGHT OF LIGHT ABOVE STATION MARK 5.47 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2020 ***********************************************************************
 PG2020  DESIGNATION -  DICKENSONS POINT 1872
 PG2020  PID         -  PG2020
 PG2020  STATE/COUNTY-  NY/ESSEX
 PG2020  USGS QUAD   -  
 PG2020
 PG2020                         *CURRENT SURVEY CONTROL
 PG2020  ___________________________________________________________________
 PG2020* NAD 83(1996)-  44 12 05.90250(N)    073 23 22.55346(W)     ADJUSTED  
 PG2020* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 PG2020  ___________________________________________________________________
 PG2020  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 PG2020  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG2020
 PG2020  HORZ ORDER  -  THIRD
 PG2020
 PG2020.The horizontal coordinates were established by classical geodetic methods
 PG2020.and adjusted by the National Geodetic Survey in January 1999..
 PG2020
 PG2020.The orthometric height was scaled from a topographic map.
 PG2020
 PG2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2020
 PG2020.The geoid height was determined by GEOID03.
 PG2020
 PG2020;                    North         East     Units Scale Factor Converg.
 PG2020;SPC NY E     -   596,765.717   238,750.212   MT  0.99999684   +0 46 27.1
 PG2020;SPC NY E     - 1,957,888.86    783,299.65   sFT  0.99999684   +0 46 27.1
 PG2020;SPC VT       -   189,429.565   428,893.262   MT  1.00002645   -0 37 12.9
 PG2020;UTM  18      - 4,895,529.807   628,674.963   MT  0.99980363   +1 07 22.4
 PG2020
 PG2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2020!SPC NY E     -   0.99999580  x   0.99999684  =   0.99999264
 PG2020!SPC VT       -   0.99999580  x   1.00002645  =   1.00002225
 PG2020!UTM  18      -   0.99999580  x   0.99980363  =   0.99979943
 PG2020
 PG2020:                Primary Azimuth Mark                     Grid Az
 PG2020:SPC NY E     -  ARNOLD USLS 1930                         148 40 58.5
 PG2020:SPC VT       -  ARNOLD USLS 1930                         150 04 38.5
 PG2020:UTM  18      -  ARNOLD USLS 1930                         148 20 03.2
 PG2020
 PG2020|---------------------------------------------------------------------|
 PG2020| PID    Reference Object                     Distance      Geod. Az  |
 PG2020|                                                           dddmmss.s |
 PG2020| PG1996 ARNOLD USLS 1930                    APPROX. 5.6 KM 1492725.6 |
 PG2020|---------------------------------------------------------------------|
 PG2020
 PG2020                          SUPERSEDED SURVEY CONTROL
 PG2020
 PG2020  NAD 83(1996)-  44 12 05.90242(N)    073 23 22.55329(W) AD(       ) 3
 PG2020  NAD 83(1992)-  44 12 05.90178(N)    073 23 22.55341(W) AD(       ) 3
 PG2020  NAD 83(1986)-  44 12 05.91189(N)    073 23 22.55686(W) AD(       ) 3
 PG2020  NAD 27      -  44 12 05.71700(N)    073 23 24.09100(W) AD(       ) 3
 PG2020
 PG2020.Superseded values are not recommended for survey control.
 PG2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2020.See file dsdata.txt to determine how the superseded data were derived.
 PG2020
 PG2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP2867595530(NAD 83)
 PG2020_MARKER: H = DRILL HOLE
 PG2020_SETTING: 66 = SET IN ROCK OUTCROP
 PG2020_SP_SET: SET IN BEDROCK
 PG2020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2020+STABILITY: POSITION/ELEVATION WELL
 PG2020
 PG2020  HISTORY     - Date     Condition        Report By
 PG2020  HISTORY     - 1872     MONUMENTED       CGS
 PG2020  HISTORY     - 1930     GOOD             USLS
 PG2020
 PG2020                          STATION DESCRIPTION
 PG2020
 PG2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (SCM)
 PG2020'STATION IS SIGNAL POLE ON LARGE ROCK ON THE POINT NE OF WESTPORT.
 PG2020'LAND BELONGS TO DR. DICKENSON WHOSE HOUSE IS NEARLY N OF SIGNAL.
 PG2020'
 PG2020'STATION IS MARKED BY A DRILL HOLE IN ROCK.
 PG2020
 PG2020                          STATION RECOVERY (1930)
 PG2020
 PG2020'RECOVERY NOTE BY US LAKE SURVEY 1930
 PG2020'STATION IS ABOUT 2-1/2 MILES ENE OF WESTPORT, ON THE N SIDE OF THE
 PG2020'ENTRANCE TO NORTH WEST BAY.  IT IS ON TOP OF THE HIGHEST ROCK IN THE
 PG2020'VICINITY, IN A THICK WOODS ABOUT 1/8 MILE E OF PARTRIDGE HARBOR,
 PG2020'AND IS ABOUT 100 FEET ABOVE LOW WATER (STANDARD LAKE DATUM).
 PG2020'
 PG2020'STATION MARK IS A 1-INCH DRILL HOLE IN THE ROCK.
 PG2020'
 PG2020'REFERENCE MARKS ARE STANDARD U.S. LAKE SURVEY REFERENCE-MARK DISKS
 PG2020'SET IN DRILL HOLES IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4246 ***********************************************************************
 LX4246  DESIGNATION -  DICKERSON 2
 LX4246  PID         -  LX4246
 LX4246  STATE/COUNTY-  NY/WESTCHESTER
 LX4246  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX4246
 LX4246                         *CURRENT SURVEY CONTROL
 LX4246  ___________________________________________________________________
 LX4246* NAD 83(1996)-  41 15 32.05035(N)    073 52 00.95017(W)     ADJUSTED  
 LX4246* NAVD 88     -       241.9    (meters)     794.     (feet)  VERTCON   
 LX4246  ___________________________________________________________________
 LX4246  LAPLACE CORR-           8.47  (seconds)                    DEFLEC99
 LX4246  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LX4246
 LX4246  HORZ ORDER  -  FIRST
 LX4246
 LX4246.The horizontal coordinates were established by classical geodetic methods
 LX4246.and adjusted by the National Geodetic Survey in January 1999..
 LX4246
 LX4246.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4246
 LX4246.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4246
 LX4246.The geoid height was determined by GEOID03.
 LX4246
 LX4246;                    North         East     Units Scale Factor Converg.
 LX4246;SPC NY E     -   269,490.789   203,049.281   MT  0.99993462   +0 25 03.0
 LX4246;SPC NY E     -   884,154.36    666,170.85   sFT  0.99993462   +0 25 03.0
 LX4246;UTM  18      - 4,568,117.372   594,919.829   MT  0.99971088   +0 44 50.2
 LX4246
 LX4246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4246!SPC NY E     -   0.99996691  x   0.99993462  =   0.99990153
 LX4246!UTM  18      -   0.99996691  x   0.99971088  =   0.99967780
 LX4246
 LX4246|---------------------------------------------------------------------|
 LX4246| PID    Reference Object                     Distance      Geod. Az  |
 LX4246|                                                           dddmmss.s |
 LX4246| CB4001 DICKERSON 2 RM 2                      1.618 METERS 10501     |
 LX4246| LX4001 NELSON MT FIRE TOWER                APPROX. 1.4 KM 1565008.1 |
 LX4246| CB4000 DICKERSON 2 RM 1                      3.106 METERS 28341     |
 LX4246| LY2509 BEAR MTN PERKINS MEMORIAL OBS       APPROX.13.1 KM 2963219.4 |
 LX4246| LX4292 PEEKSKILL MT FLORENCE CONVENT       APPROX. 4.2 KM 3114126.1 |
 LX4246| LX4298 NORTH PEEKSKILL EAST STANDPIPE      APPROX. 5.3 KM 3272342.1 |
 LX4246| LX4284 FRIARS OF ATONE SCH CHAP CROSS      APPROX.11.0 KM 3353756.8 |
 LX4246| LX4245 DICKERSON RESET                       0.268 METERS 33710     |
 LX4246| CB3999 DICKERSON 2 AZ MK                                  3402052.2 |
 LX4246| LX4277 LAKE PEEKSKILL RAD WLNA FM TWR      APPROX. 9.1 KM 3453344.0 |
 LX4246| LX4239 CORTLANDT MUNICIPAL STANDPIPE       APPROX. 3.1 KM 3583210.6 |
 LX4246|---------------------------------------------------------------------|
 LX4246
 LX4246                          SUPERSEDED SURVEY CONTROL
 LX4246
 LX4246  NAD 83(1996)-  41 15 32.05180(N)    073 52 00.95165(W) AD(       ) 1
 LX4246  NAD 83(1992)-  41 15 32.05162(N)    073 52 00.95175(W) AD(       ) 1
 LX4246  NAD 83(1986)-  41 15 32.05201(N)    073 52 00.95173(W) AD(       ) 1
 LX4246  NAD 27      -  41 15 31.71247(N)    073 52 02.45855(W) AD(       ) 1
 LX4246  NGVD 29 (07/19/86)  242.2    (m)          795.     (f) VERT ANG       
 LX4246
 LX4246.Superseded values are not recommended for survey control.
 LX4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4246.See file dsdata.txt to determine how the superseded data were derived.
 LX4246
 LX4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9492068117(NAD 83)
 LX4246
 LX4246  HISTORY     - Date     Condition        Report By
 LX4246  HISTORY     - 1932     MONUMENTED       CGS
 LX4246  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX4246  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX4246  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4246  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4246
 LX4246                          STATION DESCRIPTION
 LX4246
 LX4246'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4246'STATION MARK FOR DICKERSON WAS DESTROYED, BUT EXACT LOCATION WAS
 LX4246'RECOVERED AFTER FINDING DRILL HOLES NOTED IN OLD
 LX4246'DESCRIPTION.  STATION UNDOUBTEDLY LAY AT INTERSECTION OF LINES FROM
 LX4246'TWO PAIRS OF DRILL HOLES ON OPPOSITE SIDES OF STATION.
 LX4246'
 LX4246'STATION WAS REMARKED BY A STANDARD DISK SET IN DRILL HOLE IN
 LX4246'FLAT-TOPPED IRREGULAR ROCK, SOMEWHAT TRIANGULAR IN SHAPE AND 12
 LX4246'INCHES THICK WHICH WAS BURIED FLUSH WITH GROUND.  STATION MARK WAS
 LX4246'SET AT INTERSECTION OF OLD DRILL HOLES AS BEFORE.
 LX4246'
 LX4246'FOUR OLD DRILL HOLES WERE MADE DEEPER BY DRILLING.  TWO NEW
 LX4246'REFERENCE MARKS, BOTH STANDARD DISKS SET ON OPPOSITE SIDES OF
 LX4246'HOLE, LINE BETWEEN THEM PASSING OVER CENTER.
 LX4246'
 LX4246'ALL NEW MARKS WERE STAMPED DICKERSON 1881.
 LX4246'
 LX4246'THIS HILL, CALLED DICKERSON HILL IN OLD DESCRIPTION, IS NOW
 LX4246'KNOWN AS KEG MT.  IT IS ON PROPERTY OF VALERIA HOME, OWNED BY A
 LX4246'CORPORATION, ESTABLISHED AS A VACATION RESORT BY A WEALTHY
 LX4246'PHILANTHROPIST.  A WELL-DEFINED TRAIL LEADS FROM VALERIA HOME TO
 LX4246'STATION.  A SCAFFOLD 30 FEET HIGH IS NEEDED TO SEE OVER TREES ON
 LX4246'SUMMIT.
 LX4246'
 LX4246'FROM GROUND, CONVENT AT MARYKNOLL SEMINARY CAN BE SEEN THROUGH A
 LX4246'SMALL BREAK IN TREES.
 LX4246
 LX4246                          STATION RECOVERY (1938)
 LX4246
 LX4246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 LX4246'STATION WAS FOUND AS ESTABLISHED AND DESCRIBED BY C.A. EGNER,
 LX4246'1932.  STATION IS APPROXIMATELY 3.5 MILES ESE OF PEEKSKILL AND
 LX4246'7 MILES N OF OSSINING, NEW YORK, ON TOP OF KEG MT., ON PROPERTY OF
 LX4246'VALERIA HOME (A VACATION RESORT).  STATION IS A STANDARD MARK SET
 LX4246'IN A DRILL HOLE IN FLAT ROCK, TRIANGULAR-SHAPED.  MARK IS STAMPED
 LX4246'DICKERSON 1881.
 LX4246'
 LX4246'REFERENCE MARKS WERE STAMPED DICKERSON 1881 BUT NOT
 LX4246'NUMBERED.  NUMBERS WERE STAMPED BY THIS PARTY CORRESPONDING TO
 LX4246'C.A. EGNERS DESCRIPTIONS.  REFERENCE MARK NO. 1 IS NE OF
 LX4246'STATION.  REFERENCE MARK NO. 2 IS SW OF STATION.  THEY ARE
 LX4246'STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX4246'NOTE 12A.
 LX4246'
 LX4246'A NEW AZIMUTH MARK WAS SET IN A GRANITE BOULDER APPROXIMATELY
 LX4246'75 METERS NNW OF STATION.  BOULDER IS APPROIMATELY 1 FOOT IN
 LX4246'DIAMETER AND PROJECTS 8 INCHES.  IT IS A STANDARD BRONZE DISK IN A
 LX4246'BOULDER AS DESCRIBED IN NOTE 12C.
 LX4246'
 LX4246'A 30-FOOT WOODEN STAND WAS USED.
 LX4246'
 LX4246'TO REACH STATION FROM PEEKSKILL AT SOUTHERN INTERSECTION OF
 LX4246'U.S. 9 THROUGH BUSINESS DISTRICT AND 9 BY-PASS, GO S ON 9, 3.25
 LX4246'MILES TO A MACADAM ROAD L AT CHIMNEY CORNER CABIN ON L,
 LX4246'E.  NOTE--THIS POINT IS ALSO 2.2 MILES N ALONG 9 FROM INTERSECTION
 LX4246'OF BROOKS ST. AND RIVERSIDE AVE. IN CROTON.  TURN L OR E ON
 LX4246'MACADAM ROAD AT CHIMNEY CORNER CABIN AND GO 0.15 MILE TO A Y.
 LX4246'BEAR R ON FURNESS DOCK ROAD AND GO 0.7 MILE TO ANOTHER Y.  BEAR L
 LX4246'ON FURNESS DOCK ROAD AND GO 0.3 MILE TO A THIRD Y.  BEAR R
 LX4246'STILL ON FURNESS DOCK ROAD AND GO 1.5 MILES TO A STONE GATEWAY
 LX4246'ON R, ENTRANCE TO VALERIA HOME.  TURN R THROUGH GATE AND
 LX4246'GO 0.25 MILE TO A TRIPLE Y IN FRONT OF BUILDINGS.  TAKE L ROAD
 LX4246'0.05 MILE THROUGH PARKING LOT TO A SIGN PARKING AREA, CARS NOT
 LX4246'ALLOWED BEYOND THIS POINT.  LEAVE TRUCK HERE AND CONTINUE ON
 LX4246'ROAD ABOUT 200 YARDS TO A Y.  TAKE L FORK OF DRIVEWAY (NOT DIM
 LX4246'WOODS ROAD) AND GO ABOUT 50 FEET TO WHERE A WOODS ROAD BEARS L
 LX4246'FROM DRIVEWAY.  GO L ON WOODS ROAD ABOUT 100 YARDS TO A Y.
 LX4246'KEEP STRAIGHT (L FORK) AND WALK ALONG ROAD ABOUT EIGHT MINUTES TO
 LX4246'A WELL-DEFINED TRAIL L UP A NARROW GULLEY.  A POINTED ROCK
 LX4246'PAINTED KEG MT. MARKS BEGINNING OF TRAIL.  FOLLOW THIS
 LX4246'TRAIL ABOUT 30 MINUTES WITH PACK TO SUMMIT AND STATION.
 LX4246'TRUCKS MAY BE DRIVEN FROM VALERIA HOME TO FOOT OF TRAIL IN DRY
 LX4246'WEATHER IF PERMISSION IS OBTAINED FROM VALERIA HOME
 LX4246'AUTHORITIES.
 LX4246'
 LX4246'THIS WAS STATION OCCUPIED BY THIS PARTY.  LATER A SURVEY PARTY
 LX4246'OF WESTCHESTER COUNTY CONTROL RECOVERED ORIGINAL STATION
 LX4246'ESTABLISHED BY E. BLUNT IN 1852, WHICH WAS AN IRON CONE UNDERNEATH
 LX4246'TRIANGULAR-SHAPED FLAT ROCK.  (SEE RECOVERY FOR DICKERSON 1852).
 LX4246
 LX4246                          STATION RECOVERY (1964)
 LX4246
 LX4246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX4246'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS CEMENTED IN A
 LX4246'LARGE SOMEWHAT TRIANGULAR SHAPED ROCK ON THE TOP OF DICKERSON HILL
 LX4246'(KEG MT.) ABOUT 4 MILES SE OF PEEKSKILL, N.Y.
 LX4246'
 LX4246'FROM THE INTERSECTION OF MAPLE AVE. AND FURNACE DOCK RD. GO
 LX4246'SOUTH ON FURNACE DOCK RD. ABOUT ONE MILE TO VALERIA HOME.  ENTER
 LX4246'VALERIA HOME PROPERTY AND GO TO THE MAIN OFFICE.  OBTAIN PERMISSION
 LX4246'AND DIRECTIONS TO THE TRAIL, WHICH LEADS TO THE TOP OF DICKERSON
 LX4246'HILL.  THIS TRAIL IS WELL DEFINED AND IN DRY WEATHER A FOUR WHEEL
 LX4246'DRIVE VEHICLE CAN BE DRIVEN TO WITHIN A 15 MIN. WALK OF THE TOP.
 LX4246
 LX4246                          STATION RECOVERY (1966)
 LX4246
 LX4246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4246'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LX4246'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CHANGES AT THE
 LX4246'STATION SITE, FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 LX4246'
 LX4246'THE STATION IS LOCATED ON KEG MOUNTAIN, ABOUT 7 MILES NORTH OF
 LX4246'OSSINING, 3.5 MILES SOUTHEAST OF PEEKSKILL, 0.4 MILE NORTHEAST OF
 LX4246'THE NORTH SHORE OF DICKERSON LAKE AND ON PROPERTY OF VALERIA HOME.
 LX4246'
 LX4246'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 WITH
 LX4246'WELCHER AVENUE AT THE SOUTH EDGE OF PEEKSKILL, GO NORTHEAST ON
 LX4246'WELCHER AVENUE FOR 0.25 MILE TO WASHINGTON STREET.  TURN RIGHT
 LX4246'AND GO SOUTH AND SOUTHEAST ON WASHINGTON STREET FOR 0.9 MILE TO A
 LX4246'CROSSROAD.  CONTINUE AHEAD ON WASHINGTON STREET FOR 1.5 MILES TO
 LX4246'A CAUTION LIGHT AT A CROSSROAD.  TURN LEFT AND GO NORTHEASTERLY
 LX4246'ON WATCH HILL ROAD FOR 1.8 MILES TO A REVERSE Y-INTERSECTION.
 LX4246'TURN SHARP RIGHT AND GO SOUTHEAST ON SNIFFIN MOUNTAIN ROAD FOR
 LX4246'0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON
 LX4246'FURNACE DOCK ROAD FOR 0.1 MILE TO THE ENTRANCE TO THE
 LX4246'VALERIA HOME ON THE LEFT.  TURN LEFT, PASS THROUGH A GATE AND GO
 LX4246'EASTERLY FOR 0.3 MILE TO A SIDE ROAD LEFT, NEAR THE WEST END OF
 LX4246'THE HOME.  TURN LEFT, KEEP TO THE LEFT AS PER SIGN CAR PARK
 LX4246'AND PASS AROUND THE HOME, THROUGH THE PARKING LOT, FOR 0.2
 LX4246'MILE TO A FORK.  BEAR LEFT ON A DIRT ROAD FOR ABOUT 60 FEET TO
 LX4246'A FORK.  THENCE LEFT FOR 0.1 MILE TO A FORK.  BEAR LEFT AND GO
 LX4246'EAST ON A TRACK ROAD FOR 0.35 MILE TO WHERE THE TRACK ROAD MAKES
 LX4246'A SHARP TURN TO THE LEFT.  TURN LEFT, AS PER ARROW AND SIGN KEG
 LX4246'MT. PAINTED ON A BOULDER AND GO NORTHWEST ON A DIM TRACK
 LX4246'ROAD FOR 0.55 MILE TO THE STATION.
 LX4246'
 LX4246'THE STATION MARK IS A STANDARD DISK STAMPED DICKERSON 1881,
 LX4246'CEMENTED IN A DRILL HOLE IN A TRIANGULAR SHAPED FLAT ROCK WHICH
 LX4246'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 LX4246'NORTHEAST OF A DIM FOOT TRAIL, 24 FEET WEST OF THE HIGHEST POINT
 LX4246'OF THE HILL, 18.61 FEET SOUTH OF A DRILL HOLE IN AN OUTCROP OF
 LX4246'BEDROCK AND 11.25 FEET SOUTHWEST OF A DRILL HOLE IN AN OUTCROP
 LX4246'OF BEDROCK.
 LX4246'
 LX4246'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DICKERSON NO 1 1881,
 LX4246'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6
 LX4246'INCHES ON THE WEST SIDE.  IT IS 31 FEET NORTHWEST OF THE HIGHEST
 LX4246'POINT OF THE HILL AND 18 FEET NORTHEAST OF THE DIM FOOT
 LX4246'TRAIL.  (NOTE 12A).
 LX4246'
 LX4246'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DICKERSON NO 2
 LX4246'1881, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LX4246'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 30 FEET
 LX4246'NORTHEAST OF THE DIM FOOT TRAIL AND 21 FEET WEST OF THE HIGHEST
 LX4246'POINT OF THE HILL.  (NOTE 12A)
 LX4246'
 LX4246'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DICKERSON 1938,
 LX4246'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET IN
 LX4246'DIAMETER AND PROJECTS 1 FOOT ON THE NORTH SIDE.  IT IS 70 FEET
 LX4246'NORTH OF A T-INTERSECTION OF A STONE FENCE, 25 FEET NORTHEAST
 LX4246'OF THE STONE FENCE AND 21 FEET NORTH-NORTHWEST OF A TWIN TRUNKED
 LX4246'OAK TREE.  (NOTE 17C)
 LX4246'
 LX4246'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTH-NORTHWEST
 LX4246'FOR ABOUT 75 YARDS TO THE MARK.
 LX4246'
 LX4246'HEIGHT OF LIGHT ABOVE STATION MARK 74.1 FEET.
 LX4246'
 LX4246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4246'1.2 MILES EAST-SOUTHEAST OF FURNACE WOODS.
 LX4246
 LX4246                          STATION RECOVERY (1975)
 LX4246
 LX4246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LX4246'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 LX4246'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS BLOCKED
 LX4246'BY TALL TREES, HOWEVER THE AZIMUTH MARK IS VISIBLE FROM STATION,
 LX4246'BEING ONLY ABOUT 75 METERS DISTANT.  STATION IS ABOUT 200 FEET
 LX4246'SOUTH OF AN EAST-WEST TRACK ROAD RUNNING ALONG AN UNDERGROUND
 LX4246'NY TELEPHONE CO. LINE.
 LX4246'
 LX4246'THE 1966 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LX4246'
 LX4246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4246'3-1/2 MILES SOUTHEAST OF PEEKSKILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4253 ***********************************************************************
 LX4253  DESIGNATION -  DICKERSON AZ MK 1
 LX4253  PID         -  LX4253
 LX4253  STATE/COUNTY-  NY/WESTCHESTER
 LX4253  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX4253
 LX4253                         *CURRENT SURVEY CONTROL
 LX4253  ___________________________________________________________________
 LX4253* NAD 83(1996)-  41 16 40.56679(N)    073 51 21.04258(W)     ADJUSTED  
 LX4253* NAVD 88     -       160.     (meters)     525.     (feet)  VERTCON   
 LX4253  ___________________________________________________________________
 LX4253  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 LX4253  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX4253
 LX4253  HORZ ORDER  -  SECOND
 LX4253
 LX4253.The horizontal coordinates were established by classical geodetic methods
 LX4253.and adjusted by the National Geodetic Survey in January 1999..
 LX4253
 LX4253.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4253
 LX4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4253
 LX4253.The geoid height was determined by GEOID03.
 LX4253
 LX4253;                    North         East     Units Scale Factor Converg.
 LX4253;SPC NY E     -   271,611.139   203,962.539   MT  0.99993583   +0 25 29.9
 LX4253;SPC NY E     -   891,110.88    669,167.10   sFT  0.99993583   +0 25 29.9
 LX4253;UTM  18      - 4,570,242.469   595,820.664   MT  0.99971300   +0 45 17.5
 LX4253
 LX4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4253!SPC NY E     -   0.99997980  x   0.99993583  =   0.99991563
 LX4253!UTM  18      -   0.99997980  x   0.99971300  =   0.99969281
 LX4253
 LX4253                          SUPERSEDED SURVEY CONTROL
 LX4253
 LX4253  NAD 83(1996)-  41 16 40.56824(N)    073 51 21.04404(W) AD(       ) 2
 LX4253  NAD 83(1992)-  41 16 40.56801(N)    073 51 21.04407(W) AD(       ) 2
 LX4253  NAD 83(1986)-  41 16 40.56845(N)    073 51 21.04416(W) AD(       ) 2
 LX4253  NAD 27      -  41 16 40.22934(N)    073 51 22.55286(W) AD(       ) 2
 LX4253  NGVD 29 (07/19/86)  160.     (m)          525.     (f) VERT ANG       
 LX4253
 LX4253.Superseded values are not recommended for survey control.
 LX4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4253.See file dsdata.txt to determine how the superseded data were derived.
 LX4253
 LX4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9582170242(NAD 83)
 LX4253_MARKER: DD = SURVEY DISK
 LX4253_SETTING: 0 = UNSPECIFIED SETTING
 LX4253
 LX4253  HISTORY     - Date     Condition        Report By
 LX4253  HISTORY     - 1964     MONUMENTED       NY-119
 LX4253  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 LX4253
 LX4253                          STATION DESCRIPTION
 LX4253
 LX4253'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4253'STATION DICKERSON AZ 1 IS A DRILL HOLE IN A STANDARD BRONZE
 LX4253'DISC SET IN A CONCRETE MONUMENT ON THE NORTHERLY SIDE OF THE
 LX4253'STREET AT THE INTERSECTION OF CROTON AVE AND JACOB ST. IN THE
 LX4253'TOWN OF CORTLANDT NEAR TOWN OF YORKTOWN LINE.
 LX4253'
 LX4253'THIS DISC WAS STAMPED DICKERSON AZ-1, 1964 IN DECEMBER 1964.
 LX4253
 LX4253                          STATION RECOVERY (1995)
 LX4253
 LX4253'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX4253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4037 ***********************************************************************
 LX4037  DESIGNATION -  DICKERSON AZ MK 2
 LX4037  PID         -  LX4037
 LX4037  STATE/COUNTY-  NY/WESTCHESTER
 LX4037  USGS QUAD   -  OSSINING (1979)
 LX4037
 LX4037                         *CURRENT SURVEY CONTROL
 LX4037  ___________________________________________________________________
 LX4037* NAD 83(1996)-  41 14 16.97023(N)    073 50 28.45012(W)     ADJUSTED  
 LX4037* NAVD 88     -        68.     (meters)     223.     (feet)  VERTCON   
 LX4037  ___________________________________________________________________
 LX4037  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 LX4037  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX4037
 LX4037  HORZ ORDER  -  SECOND
 LX4037
 LX4037.The horizontal coordinates were established by classical geodetic methods
 LX4037.and adjusted by the National Geodetic Survey in January 1999..
 LX4037
 LX4037.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4037
 LX4037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4037
 LX4037.The geoid height was determined by GEOID03.
 LX4037
 LX4037;                    North         East     Units Scale Factor Converg.
 LX4037;SPC NY E     -   267,190.814   205,219.968   MT  0.99993752   +0 26 03.3
 LX4037;SPC NY E     -   876,608.53    673,292.51   sFT  0.99993752   +0 26 03.3
 LX4037;UTM  18      - 4,565,830.434   597,103.229   MT  0.99971604   +0 45 50.1
 LX4037
 LX4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4037!SPC NY E     -   0.99999423  x   0.99993752  =   0.99993175
 LX4037!UTM  18      -   0.99999423  x   0.99971604  =   0.99971027
 LX4037
 LX4037                          SUPERSEDED SURVEY CONTROL
 LX4037
 LX4037  NAD 83(1996)-  41 14 16.97167(N)    073 50 28.45161(W) AD(       ) 2
 LX4037  NAD 83(1992)-  41 14 16.97139(N)    073 50 28.45176(W) AD(       ) 2
 LX4037  NAD 83(1986)-  41 14 16.97213(N)    073 50 28.45171(W) AD(       ) 2
 LX4037  NAD 27      -  41 14 16.63149(N)    073 50 29.96141(W) AD(       ) 2
 LX4037  NGVD 29 (07/19/86)   68.     (m)          223.     (f) VERT ANG       
 LX4037
 LX4037.Superseded values are not recommended for survey control.
 LX4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4037.See file dsdata.txt to determine how the superseded data were derived.
 LX4037
 LX4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9710365830(NAD 83)
 LX4037_MARKER: DD = SURVEY DISK
 LX4037_SETTING: 66 = SET IN ROCK OUTCROP
 LX4037
 LX4037  HISTORY     - Date     Condition        Report By
 LX4037  HISTORY     - 1964     MONUMENTED       NY-119
 LX4037
 LX4037                          STATION DESCRIPTION
 LX4037
 LX4037'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4037'STATION DICKERSON AZ 2 IS A DRILL HOLE IN A STANDARD BRONZE DISC
 LX4037'SET IN LEDGE ROCK ON THE NORTHERLY SIDE OF ROUTE 129 ON N.Y.C. WATER
 LX4037'SHED PROPERTY ABOUT 200 FT + OR - WEST OF THE INTERSECTION
 LX4037'OF RT 129 AND HUNTER BROOK ROAD.
 LX4037'
 LX4037'THIS DISC WAS STAMPED DICKERSON AZ-2, 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4354 ***********************************************************************
 LX4354  DESIGNATION -  DICKERSON AZ MK 3
 LX4354  PID         -  LX4354
 LX4354  STATE/COUNTY-  NY/WESTCHESTER
 LX4354  USGS QUAD   -  PEEKSKILL (1981)
 LX4354
 LX4354                         *CURRENT SURVEY CONTROL
 LX4354  ___________________________________________________________________
 LX4354* NAD 83(1996)-  41 16 02.82464(N)    073 53 13.10755(W)     ADJUSTED  
 LX4354* NAVD 88     -       117.     (meters)     384.     (feet)  VERTCON   
 LX4354  ___________________________________________________________________
 LX4354  LAPLACE CORR-           9.54  (seconds)                    DEFLEC99
 LX4354  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LX4354
 LX4354  HORZ ORDER  -  SECOND
 LX4354
 LX4354.The horizontal coordinates were established by classical geodetic methods
 LX4354.and adjusted by the National Geodetic Survey in January 1999..
 LX4354
 LX4354.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4354
 LX4354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4354
 LX4354.The geoid height was determined by GEOID03.
 LX4354
 LX4354;                    North         East     Units Scale Factor Converg.
 LX4354;SPC NY E     -   270,428.035   201,362.972   MT  0.99993246   +0 24 15.6
 LX4354;SPC NY E     -   887,229.31    660,638.35   sFT  0.99993246   +0 24 15.6
 LX4354;UTM  18      - 4,569,044.686   593,228.533   MT  0.99970697   +0 44 03.0
 LX4354
 LX4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4354!SPC NY E     -   0.99998656  x   0.99993246  =   0.99991902
 LX4354!UTM  18      -   0.99998656  x   0.99970697  =   0.99969354
 LX4354
 LX4354                          SUPERSEDED SURVEY CONTROL
 LX4354
 LX4354  NAD 83(1986)-  41 16 02.82634(N)    073 53 13.10936(W) AD(       ) 2
 LX4354  NAD 27      -  41 16 02.48695(N)    073 53 14.61349(W) AD(       ) 2
 LX4354  NGVD 29 (07/19/86)  117.     (m)          384.     (f) VERT ANG       
 LX4354
 LX4354.Superseded values are not recommended for survey control.
 LX4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4354.See file dsdata.txt to determine how the superseded data were derived.
 LX4354
 LX4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9322969045(NAD 83)
 LX4354_MARKER: DD = SURVEY DISK
 LX4354_SETTING: 66 = SET IN ROCK OUTCROP
 LX4354
 LX4354  HISTORY     - Date     Condition        Report By
 LX4354  HISTORY     - 1964     MONUMENTED       NY-119
 LX4354
 LX4354                          STATION DESCRIPTION
 LX4354
 LX4354'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1964
 LX4354'STATION DICKERSON AZ 3 IS THE CENTER MARK ON A STANDARD BRONZE
 LX4354'DISC (RECOVERED) SET IN LEDGE ROCK ON THE EASTERLY SIDE OF
 LX4354'FURNACE WOODS ROAD 0.3 MILES SOUTH OF THE INTERSECTION OF
 LX4354'FURANCE WOODS ROAD AND MAPLE AVE.
 LX4354'
 LX4354'THIS DISC WAS STAMPED DICKERSON AZ-3, 1964 IN DECEMBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4361 ***********************************************************************
 LX4361  DESIGNATION -  DICKERSON AZ MK 4
 LX4361  PID         -  LX4361
 LX4361  STATE/COUNTY-  NY/WESTCHESTER
 LX4361  USGS QUAD   -  PEEKSKILL (1981)
 LX4361
 LX4361                         *CURRENT SURVEY CONTROL
 LX4361  ___________________________________________________________________
 LX4361* NAD 83(1996)-  41 16 38.51592(N)    073 53 46.20229(W)     ADJUSTED  
 LX4361* NAVD 88     -       120.     (meters)     394.     (feet)  VERTCON   
 LX4361  ___________________________________________________________________
 LX4361  LAPLACE CORR-           9.42  (seconds)                    DEFLEC99
 LX4361  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LX4361
 LX4361  HORZ ORDER  -  SECOND
 LX4361
 LX4361.The horizontal coordinates were established by classical geodetic methods
 LX4361.and adjusted by the National Geodetic Survey in January 1999..
 LX4361
 LX4361.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4361
 LX4361.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4361
 LX4361.The geoid height was determined by GEOID03.
 LX4361
 LX4361;                    North         East     Units Scale Factor Converg.
 LX4361;SPC NY E     -   271,523.605   200,585.070   MT  0.99993148   +0 23 54.1
 LX4361;SPC NY E     -   890,823.69    658,086.18   sFT  0.99993148   +0 23 54.1
 LX4361;UTM  18      - 4,570,135.514   592,444.514   MT  0.99970517   +0 43 41.7
 LX4361
 LX4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4361!SPC NY E     -   0.99998610  x   0.99993148  =   0.99991758
 LX4361!UTM  18      -   0.99998610  x   0.99970517  =   0.99969127
 LX4361
 LX4361                          SUPERSEDED SURVEY CONTROL
 LX4361
 LX4361  NAD 83(1986)-  41 16 38.51764(N)    073 53 46.20407(W) AD(       ) 2
 LX4361  NAD 27      -  41 16 38.17891(N)    073 53 47.70814(W) AD(       ) 2
 LX4361  NGVD 29 (07/19/86)  120.     (m)          394.     (f) VERT ANG       
 LX4361
 LX4361.Superseded values are not recommended for survey control.
 LX4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4361.See file dsdata.txt to determine how the superseded data were derived.
 LX4361
 LX4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9244570136(NAD 83)
 LX4361_MARKER: Z = SEE DESCRIPTION
 LX4361_SETTING: 0 = UNSPECIFIED SETTING
 LX4361
 LX4361  HISTORY     - Date     Condition        Report By
 LX4361  HISTORY     - 1966     MONUMENTED       NY-119
 LX4361
 LX4361                          STATION DESCRIPTION
 LX4361
 LX4361'DESCRIBED BY WESTCHESTER COUNTY NEW YORK 1966
 LX4361'POSITION DETERMINED BY TRAVERSE FROM STATION DICKERSON 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1990 ***********************************************************************
 MZ1990  DESIGNATION -  DICKERSON HILL LOOKOUT TOWER
 MZ1990  PID         -  MZ1990
 MZ1990  STATE/COUNTY-  NY/RENSSELAER
 MZ1990  USGS QUAD   -  GRAFTON (1978)
 MZ1990
 MZ1990                         *CURRENT SURVEY CONTROL
 MZ1990  ___________________________________________________________________
 MZ1990* NAD 83(1996)-  42 47 37.54613(N)    073 24 50.30530(W)     ADJUSTED  
 MZ1990* NAVD 88     -                                                        
 MZ1990  ___________________________________________________________________
 MZ1990  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 MZ1990  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 MZ1990
 MZ1990  HORZ ORDER  -  THIRD
 MZ1990
 MZ1990.The horizontal coordinates were established by classical geodetic methods
 MZ1990.and adjusted by the National Geodetic Survey in January 1999..
 MZ1990
 MZ1990
 MZ1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1990
 MZ1990.The geoid height was determined by GEOID03.
 MZ1990
 MZ1990;                    North         East     Units Scale Factor Converg.
 MZ1990;SPC NY E     -   440,335.250   238,842.771   MT  0.99999707   +0 44 16.3
 MZ1990;SPC NY E     - 1,444,666.57    783,603.32   sFT  0.99999707   +0 44 16.3
 MZ1990;SPC VT       -    33,036.906   425,227.350   MT  1.00003304   -0 37 15.4
 MZ1990;UTM  18      - 4,739,132.699   629,707.216   MT  0.99980698   +1 04 39.5
 MZ1990
 MZ1990                          SUPERSEDED SURVEY CONTROL
 MZ1990
 MZ1990  NAD 83(1996)-  42 47 37.54688(N)    073 24 50.30532(W) AD(       ) 4
 MZ1990  NAD 83(1996)-  42 47 37.54697(N)    073 24 50.30536(W) AD(       ) 4
 MZ1990  NAD 83(1992)-  42 47 37.54725(N)    073 24 50.30558(W) AD(       ) 4
 MZ1990  NAD 83(1992)-  42 47 37.54732(N)    073 24 50.30562(W) AD(       ) 4
 MZ1990  NAD 83(1986)-  42 47 37.54743(N)    073 24 50.30506(W) AD(       ) 4
 MZ1990  NAD 27      -  42 47 37.26090(N)    073 24 51.90444(W) AD(       ) 3
 MZ1990
 MZ1990.Superseded values are not recommended for survey control.
 MZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1990.See file dsdata.txt to determine how the superseded data were derived.
 MZ1990
 MZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN2970739133(NAD 83)
 MZ1990_MARKER: 57 = LOOKOUT TOWER
 MZ1990
 MZ1990  HISTORY     - Date     Condition        Report By
 MZ1990  HISTORY     - 1942     FIRST OBSERVED   CGS
 MZ1990
 MZ1990                          STATION DESCRIPTION
 MZ1990
 MZ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 MZ1990'THE STATION IS THE DICKERSON HILL LOOKOUT TOWER WHICH IS LOCATED
 MZ1990'ABOUT 2 MILES NNE OF THE VILLAGE OF GRAFTON, ON THE SUMMIT OF WHAT
 MZ1990'IS LOCALLY KNOWN AS DICKERSON HILL.  IT IS A FOUR-LEGGED STEEL
 MZ1990'STRUCTURE ABOUT 60 FEET HIGH WITH A GLASS ENCLOSED CAB ON THE TOP,
 MZ1990'OWNED AND OPERATED BY THE CONSERVATION DEPARTMENT OF N.Y.  THE
 MZ1990'CENTER OF THE BASE WAS THE POINT MEASURED TO AND THE APEX OF THE
 MZ1990'ROOF WAS OBSERVED UPON.
 MZ1990'
 MZ1990'CONNECTED BY TRAVERSE TO STATION GRAFTON.  DISTANCE 4.752 METERS
 MZ1990'(15.60 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4245 ***********************************************************************
 LX4245  DESIGNATION -  DICKERSON RESET
 LX4245  PID         -  LX4245
 LX4245  STATE/COUNTY-  NY/WESTCHESTER
 LX4245  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX4245
 LX4245                         *CURRENT SURVEY CONTROL
 LX4245  ___________________________________________________________________
 LX4245* NAD 83(1996)-  41 15 32.05836(N)    073 52 00.95464(W)     ADJUSTED  
 LX4245* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 LX4245  ___________________________________________________________________
 LX4245  LAPLACE CORR-           8.47  (seconds)                    DEFLEC99
 LX4245  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 LX4245
 LX4245  HORZ ORDER  -  SECOND
 LX4245
 LX4245.The horizontal coordinates were established by classical geodetic methods
 LX4245.and adjusted by the National Geodetic Survey in January 1999..
 LX4245
 LX4245.The orthometric height was scaled from a topographic map.
 LX4245
 LX4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4245
 LX4245.The geoid height was determined by GEOID03.
 LX4245
 LX4245;                    North         East     Units Scale Factor Converg.
 LX4245;SPC NY E     -   269,491.036   203,049.175   MT  0.99993462   +0 25 03.0
 LX4245;SPC NY E     -   884,155.17    666,170.50   sFT  0.99993462   +0 25 03.0
 LX4245;UTM  18      - 4,568,117.617   594,919.722   MT  0.99971088   +0 44 50.2
 LX4245
 LX4245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4245!SPC NY E     -   0.99996691  x   0.99993462  =   0.99990153
 LX4245!UTM  18      -   0.99996691  x   0.99971088  =   0.99967780
 LX4245
 LX4245:                Primary Azimuth Mark                     Grid Az
 LX4245:SPC NY E     -  TOMPKINS                                 013 19 42.4
 LX4245:UTM  18      -  TOMPKINS                                 012 59 55.2
 LX4245
 LX4245|---------------------------------------------------------------------|
 LX4245| PID    Reference Object                     Distance      Geod. Az  |
 LX4245|                                                           dddmmss.s |
 LX4245| LX4234 TOMPKINS                            APPROX.15.7 KM 0134445.4 |
 LX4245| CB3998 DICKERSON RM 2                        1.608 METERS 10354     |
 LX4245| LX4005 MARYKNOLL SEM CONV CUP CROSS        APPROX. 9.3 KM 1605523.9 |
 LX4245| CB3997 DICKERSON RM 1                        3.115 METERS 28342     |
 LX4245| LX4292 PEEKSKILL MT FLORENCE CONVENT       APPROX. 4.2 KM 3114120.4 |
 LX4245| LX4293 PEEKSKILL LORETTA STACK             APPROX. 4.6 KM 3174351.9 |
 LX4245| LX4284 FRIARS OF ATONE SCH CHAP CROSS      APPROX.11.0 KM 3353756.7 |
 LX4245|---------------------------------------------------------------------|
 LX4245
 LX4245                          SUPERSEDED SURVEY CONTROL
 LX4245
 LX4245  NAD 83(1996)-  41 15 32.05981(N)    073 52 00.95612(W) AD(       ) 2
 LX4245  NAD 83(1992)-  41 15 32.05962(N)    073 52 00.95622(W) AD(       ) 2
 LX4245  NAD 83(1986)-  41 15 32.06000(N)    073 52 00.95620(W) AD(       ) 2
 LX4245  NAD 27      -  41 15 31.72048(N)    073 52 02.46302(W) AD(       ) 2
 LX4245
 LX4245.Superseded values are not recommended for survey control.
 LX4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4245.See file dsdata.txt to determine how the superseded data were derived.
 LX4245
 LX4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9492068118(NAD 83)
 LX4245
 LX4245  HISTORY     - Date     Condition        Report By
 LX4245  HISTORY     - 1852     MONUMENTED       CGS
 LX4245  HISTORY     - 1881     SEE DESCRIPTION  CGS
 LX4245  HISTORY     - 1938     SEE DESCRIPTION  NY-119
 LX4245
 LX4245                          STATION DESCRIPTION
 LX4245
 LX4245'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (EB)
 LX4245'STATION WAS SECURED WITH A CAST-IRON CONE, HAVING A PHLANGE WITH
 LX4245'U.S. COAST SURVEY ON IT.  SOME YELLOW SOIL WAS BROUGHT UP AND PLACED
 LX4245'AROUND POINT.  ON ROCK TO E IS A + DISTANT 11 FEET FROM SIGNAL.  TO
 LX4245'W ON A ROCK EVEN NEARLY WITH SOIL IS A SMALL HOLE DRILLED, DISTANT
 LX4245'7 FEET, 4 INCHES.  LINE CONNECTING TWO, PASSES TO S OF HOLE.  NE
 LX4245'2 FEET, 8 INCHES + ON A FLAT ROCK.
 LX4245
 LX4245                          STATION RECOVERY (1881)
 LX4245
 LX4245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (FHG)
 LX4245'STATION WAS VISITED AND SPOT WAS FOUND WHERE POLE HAD STOOD VERY
 LX4245'EASILY, FROM MARKS AND DRILLS IN TWO ROCKS BETWEEN WHICH CONE WAS
 LX4245'LOCATED AND FROM RESPECTIVE MEASUREMENTS GIVEN WHICH AGREED
 LX4245'EXACTLY.  STATION IS NEAR FOREST WOOD ROAD FROM WHICH A LANE
 LX4245'LEADS TO SPOT.  IT IS IN COURTLAND TOWNSHIP AND ABOUT 4 MILES SE
 LX4245'FROM PEEKSKILL.  THERE ARE FOUR LARGE ROCKS SURROUNDING SIGNAL,
 LX4245'AND THEY ARE NOW ALL MARKED WITH DRILLINGS IN THEM.
 LX4245
 LX4245                          STATION RECOVERY (1938)
 LX4245
 LX4245'RECOVERY NOTE BY WESTCHESTER COUNTY NEW YORK 1938
 LX4245'STATION IS APPROXIMATELY 3.5 MILES ESE OF PEEKSKILL AND 7 MILES
 LX4245'N OF OSSINING, ON TOP OF KEG MT. ON PROPERTY OF VALERIA HOME, A
 LX4245'VACATION RESORT.
 LX4245'
 LX4245'STATION WAS RECOVERED BY A PARTY OF WESTCHESTER COUNTY SURVEY IN
 LX4245'AUGUST 1938.  MARK IS AN IRON CONE ABOUT 8 INCHES UNDERNEATH A LARGE
 LX4245'FLAT TRIANGULAR-SHAPED ROCK WITH LETTERS U S C AND G S ON
 LX4245'SIDES.  C.A. EGNER ESTABLISHED A STANDARD DISK STAMPED DICKERSON
 LX4245'1881 IN TOP OF THIS ROCK IN 1932.  MEASUREMENTS WERE TAKEN TO ALL
 LX4245'OLD DRILL HOLES FROM BOTH CONE AND DISK AND WERE CHECKED BY A
 LX4245'PARTY UNDER A.P. RATTI.
 LX4245'
 LX4245'TO REACH STATION FROM PEEKSKILL AT SOUTHERN INTERSECTION OF
 LX4245'U.S. 9 THROUGH BUSINESS DISTRICT AND 9 BY-PASS, GO S ON 9, 3.25
 LX4245'MILES TO A MACADAM ROAD L AT CHIMNEY CORNER CABIN ON
 LX4245'L.E.  NOTE--THIS POINT IS ALSO 2.2 MILES N ALONG 9 FROM
 LX4245'INTERSECTION OF BROOKS ST. AND RIVERSIDE AVE. IN CROTON.  TURN
 LX4245'L OR E ON MACADAM ROAD AT CHIMNEY CORNER CABIN AND GO 0.15 MILE
 LX4245'TO A Y.  BEAR R ON FURNESS DOCK ROAD AND GO 0.7 MILE TO ANOTHER
 LX4245'Y.  BEAR L ON FURNESS DOCK ROAD AND GO 0.3 MILE TO A THIRD Y.
 LX4245'BEAR R STILL ON FURNESS DOCK ROAD AND GO 1.5 MILES TO A STONE
 LX4245'GATEWAY ON R, ENTRANCE TO VALERIA HOME.  TURN R THROUGH GATE
 LX4245'AND GO 0.25 MILE TO A TRIPLE Y IN FRONT OF BUILDING TAKE L ROAD
 LX4245'0.05 MILE THROUGH PARKING LOT TO A SIGN PARKING AREA CARS
 LX4245'NOT ALLOWED BEYOND THIS POINT.  LEAVE TRUCK HERE AND CONTINUE ON
 LX4245'ROAD ABOUT 200 YARDS TO A Y.  TAKE L FORK OF DRIVEWAY (NOT DIM
 LX4245'WOODS ROAD) AND GO ABOUT 50 FEET TO WHERE A WOODS ROAD BEARS L
 LX4245'FROM DRIVEWAY.  GO L ON WOODS ROAD ABOUT 100 YARDS TO A Y.
 LX4245'KEEP STRAIGHT (L FORK) AND WALK ALONG ROAD ABOUT EIGHT MINUTES TO
 LX4245'A WELL-DEFINED TRAIL L UP A NARROW GULLEY.  A POINTED ROCK
 LX4245'PAINTED KEG MT. MARKS BEGINNING OF TRAIL.  FOLLOW THIS TRAIL
 LX4245'ABOUT 30 MINUTES (WITH PACK) TO SUMMIT AND STATION.  TRUCKS
 LX4245'MAY BE DRIVEN FROM VALERIA HOME TO FOOT OF TRAIL IN DRY WEATHER IF
 LX4245'PERMISSION IS OBTAINED FROM VALERIA HOME AUTHORITIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3620 ***********************************************************************
 KU3620  DESIGNATION -  DIDERY 1852
 KU3620  PID         -  KU3620
 KU3620  STATE/COUNTY-  NY/WESTCHESTER
 KU3620  USGS QUAD   -  MOUNT VERNON (1979)
 KU3620
 KU3620                         *CURRENT SURVEY CONTROL
 KU3620  ___________________________________________________________________
 KU3620* NAD 83(1996)-  40 58 02.50880(N)    073 50 32.47002(W)     ADJUSTED  
 KU3620* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 KU3620  ___________________________________________________________________
 KU3620  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KU3620  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KU3620
 KU3620  HORZ ORDER  -  SECOND
 KU3620
 KU3620.The horizontal coordinates were established by classical geodetic methods
 KU3620.and adjusted by the National Geodetic Survey in January 1999..
 KU3620
 KU3620.The orthometric height was scaled from a topographic map.
 KU3620
 KU3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3620
 KU3620.The geoid height was determined by GEOID03.
 KU3620
 KU3620;                    North         East     Units Scale Factor Converg.
 KU3620;SPC NY E     -   237,131.814   205,353.192   MT  0.99993770   +0 25 52.3
 KU3620;SPC NY E     -   777,989.96    673,729.60   sFT  0.99993770   +0 25 52.3
 KU3620;SPC NY L     -    88,927.112   313,270.171   MT  0.99999699   +0 06 11.2
 KU3620;SPC NY L     -   291,755.03  1,027,787.22   sFT  0.99999699   +0 06 11.2
 KU3620;SPC NJ       -   237,131.814   205,353.192   MT  0.99993770   +0 25 52.3
 KU3620;SPC NJ       -   777,989.96    673,729.60   sFT  0.99993770   +0 25 52.3
 KU3620;UTM  18      - 4,535,779.343   597,408.856   MT  0.99971678   +0 45 32.6
 KU3620
 KU3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3620!SPC NY E     -   0.99998752  x   0.99993770  =   0.99992522
 KU3620!SPC NY L     -   0.99998752  x   0.99999699  =   0.99998451
 KU3620!SPC NJ       -   0.99998752  x   0.99993770  =   0.99992522
 KU3620!UTM  18      -   0.99998752  x   0.99971678  =   0.99970430
 KU3620
 KU3620                          SUPERSEDED SURVEY CONTROL
 KU3620
 KU3620  NAD 83(1996)-  40 58 02.50951(N)    073 50 32.47062(W) AD(       ) 2
 KU3620  NAD 83(1992)-  40 58 02.50811(N)    073 50 32.47127(W) AD(       ) 2
 KU3620  NAD 83(1986)-  40 58 02.51087(N)    073 50 32.46996(W) AD(       ) 2
 KU3620  NAD 27      -  40 58 02.15696(N)    073 50 33.98517(W) AD(       ) 2
 KU3620
 KU3620.Superseded values are not recommended for survey control.
 KU3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3620.See file dsdata.txt to determine how the superseded data were derived.
 KU3620
 KU3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9740935779(NAD 83)
 KU3620
 KU3620  HISTORY     - Date     Condition        Report By
 KU3620  HISTORY     - 1852     MONUMENTED       CGS
 KU3620  HISTORY     - 1881     SEE DESCRIPTION  CGS
 KU3620  HISTORY     - 1897     GOOD             CGS
 KU3620  HISTORY     - 1938     GOOD             CGS
 KU3620  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KU3620  HISTORY     - 19980315 MARK NOT FOUND   USPSQD
 KU3620
 KU3620                          STATION DESCRIPTION
 KU3620
 KU3620'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (EB)
 KU3620'STATION IS ON LAND 4-1/2 MILES NE OF YONKERS.  POINT WAS
 KU3620'ESTABLISHED BY W. HASSLER IN 1833, BUT NO DESCRIPTION OF IT WAS
 KU3620'FOUND IN OFFICE.
 KU3620
 KU3620                          STATION RECOVERY (1881)
 KU3620
 KU3620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881 (FHG)
 KU3620'THIS IS FIRST STATION OF PRIMARY SERIES ON HUDSON RIVER, AND IS
 KU3620'DERIVED FROM LINE BUTTERMILK HILL AND ROUND HILL, OF MR. HASSLERS
 KU3620'LONG ISLAND AND CONNECTICUT SERIES OF 1833-37.  IT WAS SELECTED
 KU3620'AND ESTABLISHED BY EDMUND BLUNT AIDED BY CAPT. SEWARD IN SEPT.
 KU3620'1852.  I CONSIDERED IT NECESSARY TO LEAVE HERE A MONUMENT THAT
 KU3620'MAY BE CONSIDERED PERPETUAL.  GRANITE MONUMENT, WHICH WAS PUT
 KU3620'HERE, IS EXACTLY SIMILAR TO ONE PUT UP ON AUGUST 30, 1881 AT
 KU3620'PROSPECT HILL, SOME 3 MILES ABOVE NEWBURGH.  SAME METHOD WAS USED
 KU3620'FOR OBTAINING A CORRECT PLUMB OVER CENTRE OF CONE, AND A BASE FOR
 KU3620'STONE TO REST UPON CONSISTED OF BOULDERS CEMENTED TOGETHER, AND
 KU3620'CARRIED UPWARD ON GRANITE PILE. MONUMENT WAS FIRMLY ESTABLISHED.
 KU3620
 KU3620                          STATION RECOVERY (1897)
 KU3620
 KU3620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1897 (JBB)
 KU3620'STATION MARKS WERE FOUND IN GOOD CONDITION BY ENSIGN RUSSELL,
 KU3620'U.S.N., FROM BACHE.
 KU3620
 KU3620                          STATION RECOVERY (1938)
 KU3620
 KU3620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU3620'THIS STATION WAS TIED BY TRAVERSE TO SPRAIN (SEE DESCRIPTION
 KU3620'THEREOF) IN 1938.
 KU3620
 KU3620                          STATION RECOVERY (1939)
 KU3620
 KU3620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (MAH)
 KU3620'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.H.G. 1881
 KU3620'AND C.D. MEANEY 1938, EXCEPT THAT THE DRILL HOLE DESCRIBED AS 111
 KU3620'FEET IN BEARING S 48 DEG E OF STATION IS GONE.  A TRAVERSE CONNECTION
 KU3620'BETWEEN THIS STATION AND SPRAIN 1938 (SEE DESCRIPTION THEREOF) WAS
 KU3620'MADE. STATION IS ABOUT 4 MILES NORTHEAST OF THE CENTER OF YONKERS,
 KU3620'NEAR HEIGHTS DRIVE, IN A BRUSH AND ROCK PROPERTY LINE, 88 FEET S OF
 KU3620'CENTER LINE OF STREET, AND PROJECTS APPROXIMATELY 2 FEET.  THE
 KU3620'MARK IS A 10 IN X 10 IN GRANITE BLOCK WITH ONE-HALF INCH HOLE IN
 KU3620'TOP.  SIDES ARE ENGRAVED U.S.C.S. RESPECTIVELY.  REFERENCE MARKS
 KU3620'ARE DRILL HOLES IN STONE.
 KU3620
 KU3620                          STATION RECOVERY (1998)
 KU3620
 KU3620'RECOVERY NOTE BY US POWER SQUADRON 1998
 KU3620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0291 ***********************************************************************
 OG0291  DESIGNATION -  DIEZ USLS
 OG0291  PID         -  OG0291
 OG0291  STATE/COUNTY-  NY/NIAGARA
 OG0291  USGS QUAD   -  
 OG0291
 OG0291                         *CURRENT SURVEY CONTROL
 OG0291  ___________________________________________________________________
 OG0291* NAD 83(1986)-  43 16 12.     (N)    079 01 48.     (W)     SCALED    
 OG0291* NAVD 88     -        84.537  (meters)     277.35   (feet)  ADJUSTED  
 OG0291  ___________________________________________________________________
 OG0291  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 OG0291  DYNAMIC HT  -          84.519 (meters)     277.29  (feet)  COMP
 OG0291  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 OG0291
 OG0291  VERT ORDER  -  FIRST     CLASS 0
 OG0291
 OG0291.The horizontal coordinates were scaled from a topographic map and have
 OG0291.an estimated accuracy of +/- 6 seconds.
 OG0291
 OG0291.The orthometric height was determined by differential leveling
 OG0291.and adjusted by the National Geodetic Survey in June 1991..
 OG0291
 OG0291.The geoid height was determined by GEOID03.
 OG0291
 OG0291.The dynamic height is computed by dividing the NAVD 88
 OG0291.geopotential number by the normal gravity value computed on the
 OG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0291.degrees latitude (g = 980.6199 gals.).
 OG0291
 OG0291.The modeled gravity was interpolated from observed gravity values.
 OG0291
 OG0291;                    North         East    Units  Estimated Accuracy
 OG0291;SPC NY W     -   363,260.      313,740.      MT  (+/- 180 meters Scaled)
 OG0291
 OG0291                          SUPERSEDED SURVEY CONTROL
 OG0291
 OG0291.No superseded survey control is available for this station.
 OG0291
 OG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH598926(NAD 83)
 OG0291_MARKER: Z = SEE DESCRIPTION
 OG0291_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OG0291+WITH SETTING: INTO GROUND
 OG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0291+STABILITY: SURFACE MOTION
 OG0291
 OG0291  HISTORY     - Date     Condition        Report By
 OG0291  HISTORY     - UNK      MONUMENTED       USLS
 OG0291  HISTORY     - 1967     GOOD             USLS
 OG0291  HISTORY     - 1977     GOOD             NGS
 OG0291
 OG0291                          STATION DESCRIPTION
 OG0291
 OG0291'DESCRIBED BY US LAKE SURVEY 1967
 OG0291'2.0 MI E FROM YOUNGSTOWN.
 OG0291'IS IN NIAGARA COUNTY, NEW YORK, ABOUT 2.0 MILES EAST OF INTERSECTION
 OG0291'OF MAIN AND LICKPORT STREETS IN YOUNGSTOWN, ON THE NORTH SIDE OF LAKE
 OG0291'ROAD (HIGHWAY NO. 18F), AT THE REAR OF DWELLING AT 623 LAKE ROAD,
 OG0291'102.5 FEET SOUTH OF SOUTHEAST CORNER OF BARN, 56.8 FEET SOUTHEAST OF
 OG0291'UTILITY POLE, 20.9 FEET SOUTHWEST OF 4-INCH MAPLE, 11.5 FEET EAST OF
 OG0291'NORTHEAST CORNER OF PORCH, 2.4 FEET NORTH OF NORTHEAST CORNER AND
 OG0291'IN LINE WITH EAST FACE OF DWELLING, 1/2-FOOT BELOW THE GROUND SURFACE,
 OG0291'BEING HIGHEST POINT OVER A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 OG0291'15 FEET LONG.
 OG0291
 OG0291                          STATION RECOVERY (1977)
 OG0291
 OG0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2206 ***********************************************************************
 NA2206  DESIGNATION -  DILLEY
 NA2206  PID         -  NA2206
 NA2206  STATE/COUNTY-  NY/BROOME
 NA2206  USGS QUAD   -  BELDEN (1957)
 NA2206
 NA2206                         *CURRENT SURVEY CONTROL
 NA2206  ___________________________________________________________________
 NA2206* NAD 83(1996)-  42 10 50.01331(N)    075 42 33.97766(W)     ADJUSTED  
 NA2206* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 NA2206  ___________________________________________________________________
 NA2206  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 NA2206  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 NA2206
 NA2206  HORZ ORDER  -  FIRST
 NA2206
 NA2206.The horizontal coordinates were established by classical geodetic methods
 NA2206.and adjusted by the National Geodetic Survey in January 1999..
 NA2206
 NA2206.The orthometric height was scaled from a topographic map.
 NA2206
 NA2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2206
 NA2206.The geoid height was determined by GEOID03.
 NA2206
 NA2206;                    North         East     Units Scale Factor Converg.
 NA2206;SPC NY E     -   372,361.775    50,090.139   MT  1.00002278   -0 48 43.8
 NA2206;SPC NY E     - 1,221,656.92    164,337.40   sFT  1.00002278   -0 48 43.8
 NA2206;UTM  18      - 4,670,067.389   441,412.251   MT  0.99964223   -0 28 35.0
 NA2206
 NA2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2206!SPC NY E     -   0.99991562  x   1.00002278  =   0.99993839
 NA2206!UTM  18      -   0.99991562  x   0.99964223  =   0.99955788
 NA2206
 NA2206:                Primary Azimuth Mark                     Grid Az
 NA2206:SPC NY E     -  DILLEY AZ MK                             002 24 10.0
 NA2206:UTM  18      -  DILLEY AZ MK                             002 04 01.2
 NA2206
 NA2206|---------------------------------------------------------------------|
 NA2206| PID    Reference Object                     Distance      Geod. Az  |
 NA2206|                                                           dddmmss.s |
 NA2206| CZ8182 DILLEY AZ MK                                       0013526.2 |
 NA2206| CZ8183 DILLEY RM 1                          12.930 METERS 00151     |
 NA2206| NA2173 SLAWSON RESET                       APPROX.17.8 KM 0914251.0 |
 NA2206| CZ8184 DILLEY RM 2                          18.738 METERS 09207     |
 NA2206|---------------------------------------------------------------------|
 NA2206
 NA2206                          SUPERSEDED SURVEY CONTROL
 NA2206
 NA2206  NAD 83(1986)-  42 10 50.01902(N)    075 42 33.98082(W) AD(       ) 1
 NA2206  NAD 27      -  42 10 49.73700(N)    075 42 35.30100(W) AD(       ) 1
 NA2206
 NA2206.Superseded values are not recommended for survey control.
 NA2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2206.See file dsdata.txt to determine how the superseded data were derived.
 NA2206
 NA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4141270067(NAD 83)
 NA2206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2206
 NA2206  HISTORY     - Date     Condition        Report By
 NA2206  HISTORY     - 1940     MONUMENTED       CGS
 NA2206  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2206
 NA2206                          STATION DESCRIPTION
 NA2206
 NA2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 NA2206'STATION LOCATED ON THE HIGHEST POINT OF A BARE HILL IN COLESVILLE
 NA2206'TOWNSHIP ON THE PROPERTY OF C.F. DILLEY WHO LIVES ABOUT 0.5 MILE
 NA2206'WEST OF THE STATION.  A STANDARD U.S. COAST AND GEODETIC SURVEY
 NA2206'STATION MARK, STAMPED DILLEY 1940 WAS SET IN A 12-BY 12-INCH
 NA2206'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 NA2206'THE GROUND.  (NOTES 1A AND 7A).
 NA2206'
 NA2206'REFERENCE MARK NO. 1 IS NORTH OF THE STATION 12.930 METERS, SET
 NA2206'IN A 12- BY 12-INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES
 NA2206'ABOVE THE GROUND SURFACE.  (NOTE 11A).  A WHITE POST (4 BY 4
 NA2206'INCHES) THAT PROJECTS ABOUT 2.5 FEET WAS SET 3 FEET NORTH OF THE
 NA2206'MARK.
 NA2206'
 NA2206'REFERENCE MARK NO. 2 IS EAST OF THE STATION 18.738 METERS, SET
 NA2206'IN A STANDARD 12- BY 12-INCH CONCRETE POST THAT PROJECTS ABOUT 6
 NA2206'INCHES ABOVE THE GROUND SURFACE.  (NOTE 11A).
 NA2206'
 NA2206'THE AZIMUTH MARK IS NORTH OF THE STATION APPROXIMATELY 0.75 MILE,
 NA2206'50 FEET SOUTH OF STATE HIGHWAY 7 SET IN CONCRETE HEAD WALL OF A
 NA2206'CULVERT.
 NA2206'
 NA2206'TO REACH THE STATION FROM THE CHENANGO RIVER BRIDGE ABOUT 2.5
 NA2206'MILES NORTH OF BINGHAMTON (AND AT JUNCTION OF STATE HIGHWAYS 7 AND
 NA2206'12A).  FROM THE BRIDGE GO EAST ON STATE HIGHWAY 7 FOR 7.5 MILES TO
 NA2206'THE RAILROAD UNDERPASS, CONTINUE 0.15 MILE TO GRAVEL ROAD RIGHT,
 NA2206'TURN RIGHT AND GO 1.3 MILES TO A POLE GATE ON THE LEFT, TURN LEFT
 NA2206'THROUGH GATE AND FOLLOW TRACKS (BEARING NORTHEAST) ABOUT 0.4
 NA2206'MILE TO HIGHEST PART OF HILL AND STATION SITE.
 NA2206'
 NA2206'TO REACH THE AZIMUTH FROM GRAVEL ROAD CONTINUE ON STATE HIGHWAY
 NA2206'7 FOR 1.9 MILES TO A CURVE TO THE RIGHT AND MACADAM ROAD ON
 NA2206'LEFT.  MARK IS SET IN CONCRETE HEAD WALL 50 FEET FROM (SOUTH)
 NA2206'CENTERLINE OF HIGHWAY AND ABOUT 10 FEET LOWER THAN MAIN HIGHWAY.
 NA2206'
 NA2206'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 NA2206
 NA2206                          STATION RECOVERY (1975)
 NA2206
 NA2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2206'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2206'CONDITION.  AZIMUTH MARK IS REPORTED DESTROYED BY REBUILDING OF A
 NA2206'CULVERT ALONG NY RTE. 7.  DISTANCE AND ANGLES TO REFERENCE MARKS
 NA2206'WERE NOT CHECKED.  VIEW FROM STATION IS OPEN TO SOUTHWEST, BUT
 NA2206'REMAINING AREAS ARE OBSTRUCTED BY PINE TREES 12 TO 15 FEET
 NA2206'HIGH.  STATION MARK WAS FOUND UNDER A PILE OF PINE LOGS 6 INCHES
 NA2206'IN DIAMETER AND 4 FEET LONG.
 NA2206'
 NA2206'STATION IS LOCATED IN A SLIGHT CLEARING ON THE SUMMIT OF A HILL
 NA2206'THAT NOW HAS PLANTED PINES ON IT, LYING 1500 FEET NORTH OF DILLEY
 NA2206'ROAD AND 2200 FEET SOUTHWEST OF MARTIN HILL ROAD.  STATION MARK IS
 NA2206'A STANDARD DISK STAMPED DILLEY 1940, SET IN THE TOP OF A SQUARE
 NA2206'CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS 35 FEET
 NA2206'NORTHWEST OF A BRIDLE PATH, 22 FEET NORTH OF A CLUMP OF POPLARS
 NA2206'4 TO 6 INCHES IN DIAMETER, AND 12.6 FEET EAST-NORTHEAST OF A
 NA2206'15-INCH, TWIN PINE.
 NA2206'
 NA2206'RM NO. 1 IS A STANDARD DISK STAMPED DILLEY NO 1 1940, SET IN THE
 NA2206'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES FROM GROUND.
 NA2206'
 NA2206'RM NO. 2 IS A STANDARD DISK STAMPED DILLEY NO 2 1940, SET IN THE
 NA2206'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NA2206'GROUND.  IT IS ON SOUTHEAST SIDE OF THE BRIDLE PATH.
 NA2206'
 NA2206'TO REACH STATION FROM THE VILLAGE OF SANITARIA SPRINGS, GO
 NA2206'NORTHEAST ON NY RTE. 7 FOR 2.1 MILES TO A FORK, 0.15 MILE AFTER
 NA2206'PASSING UNDER THE DELAWARE AND HUDSON RAILROAD LINE.  TAKE RIGHT
 NA2206'FORK AND GO EAST ON DILLEY RD. FOR 1.2 MILES TO DIM CROSSROAD (OLD
 NA2206'LOG ROAD) NEAR A LARGE OAK TREE 3-1/2 FEET IN DIAMETER.  GO LEFT
 NA2206'AND FOLLOW THE DIM ROAD, A BRIDLE PATH, NORTHEAST FOR 0.5 MILE TO
 NA2206'SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0027 ***********************************************************************
 NA0027  DESIGNATION -  DILLON
 NA0027  PID         -  NA0027
 NA0027  STATE/COUNTY-  NY/SCHENECTADY
 NA0027  USGS QUAD   -  ROTTERDAM JUNCTION (1980)
 NA0027
 NA0027                         *CURRENT SURVEY CONTROL
 NA0027  ___________________________________________________________________
 NA0027* NAD 83(1986)-  42 46 42.     (N)    074 04 22.     (W)     SCALED    
 NA0027* NAVD 88     -       156.272  (meters)     512.70   (feet)  ADJUSTED  
 NA0027  ___________________________________________________________________
 NA0027  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 NA0027  DYNAMIC HT  -         156.225 (meters)     512.55  (feet)  COMP
 NA0027  MODELED GRAV-     980,319.1   (mgal)                       NAVD 88
 NA0027
 NA0027  VERT ORDER  -  FIRST     CLASS II
 NA0027
 NA0027.The horizontal coordinates were scaled from a topographic map and have
 NA0027.an estimated accuracy of +/- 6 seconds.
 NA0027
 NA0027.The orthometric height was determined by differential leveling
 NA0027.and adjusted by the National Geodetic Survey in June 1991..
 NA0027.WARNING-Repeat measurements at this control monument indicate possible
 NA0027.vertical movement.
 NA0027
 NA0027.The geoid height was determined by GEOID03.
 NA0027
 NA0027.The dynamic height is computed by dividing the NAVD 88
 NA0027.geopotential number by the normal gravity value computed on the
 NA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0027.degrees latitude (g = 980.6199 gals.).
 NA0027
 NA0027.The modeled gravity was interpolated from observed gravity values.
 NA0027
 NA0027;                    North         East    Units  Estimated Accuracy
 NA0027;SPC NY E     -   438,140.      184,960.      MT  (+/- 180 meters Scaled)
 NA0027
 NA0027                          SUPERSEDED SURVEY CONTROL
 NA0027
 NA0027  NGVD 29 (??/??/92)  156.418  (m)          513.18   (f) ADJ UNCH    1 2
 NA0027
 NA0027.Superseded values are not recommended for survey control.
 NA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0027.See file dsdata.txt to determine how the superseded data were derived.
 NA0027
 NA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN758366(NAD 83)
 NA0027_MARKER: DB = BENCH MARK DISK
 NA0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0027_SP_SET: CULVERT
 NA0027_STAMPING: DILLON 1934
 NA0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0027
 NA0027  HISTORY     - Date     Condition        Report By
 NA0027  HISTORY     - 1934     MONUMENTED       CGS
 NA0027  HISTORY     - 1942     GOOD             NGS
 NA0027  HISTORY     - 1969     GOOD             LDA
 NA0027
 NA0027                          STATION DESCRIPTION
 NA0027
 NA0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0027'4.3 MI E FROM DUANESBURG.
 NA0027'4.3 MILES EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE BRIDGE
 NA0027'OVER U.S. HIGHWAY 20 AT DUANESBURG, SCHENECTADY COUNTY, 0.4 MILE
 NA0027'NORTH OF MILEPOST B 123-S 8, AT A CONCRETE CULVERT UNDER THE TRACK,
 NA0027'IN THE TOP OF THE NORTHWEST CORNER OF THE CULVERT, 8 FEET NORTH OF
 NA0027'THE NORTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 NA0027'STANDARD DISK, STAMPED DILLON 1934.
 NA0027
 NA0027                          STATION RECOVERY (1969)
 NA0027
 NA0027'RECOVERY NOTE BY L DICKERSON ASSOC 1969
 NA0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0531 ***********************************************************************
 OG0531  DESIGNATION -  DILLON
 OG0531  PID         -  OG0531
 OG0531  STATE/COUNTY-  NY/ERIE
 OG0531  USGS QUAD   -  
 OG0531
 OG0531                         *CURRENT SURVEY CONTROL
 OG0531  ___________________________________________________________________
 OG0531* NAD 83(1996)-  43 02 19.46581(N)    078 35 31.70772(W)     ADJUSTED  
 OG0531* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 OG0531  ___________________________________________________________________
 OG0531  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 OG0531  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OG0531
 OG0531  HORZ ORDER  -  FIRST
 OG0531
 OG0531.The horizontal coordinates were established by classical geodetic methods
 OG0531.and adjusted by the National Geodetic Survey in January 1999..
 OG0531
 OG0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0531
 OG0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0531
 OG0531.The geoid height was determined by GEOID03.
 OG0531
 OG0531;                    North         East     Units Scale Factor Converg.
 OG0531;SPC NY W     -   337,473.601   349,282.308   MT  0.99993751   -0 00 21.6
 OG0531;SPC NY W     - 1,107,194.64  1,145,937.04   sFT  0.99993751   -0 00 21.6
 OG0531;UTM  17      - 4,767,930.583   696,141.314   MT  1.00007329   +1 38 37.9
 OG0531
 OG0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0531!SPC NY W     -   0.99997627  x   0.99993751  =   0.99991379
 OG0531!UTM  17      -   0.99997627  x   1.00007329  =   1.00004956
 OG0531
 OG0531|---------------------------------------------------------------------|
 OG0531| PID    Reference Object                     Distance      Geod. Az  |
 OG0531|                                                           dddmmss.s |
 OG0531| CZ9318 DILLON RM 1                          27.680 METERS 08139     |
 OG0531| CZ9320 DILLON RM 3                                        12817     |
 OG0531| OG0532 HUNTS CORNERS FIRST BAP CH          APPROX. 1.0 KM 1434120.6 |
 OG0531| CZ9319 DILLON RM 2                          25.986 METERS 32404     |
 OG0531|---------------------------------------------------------------------|
 OG0531
 OG0531                          SUPERSEDED SURVEY CONTROL
 OG0531
 OG0531  NAD 83(1986)-  43 02 19.47237(N)    078 35 31.70530(W) AD(       ) 1
 OG0531  NAD 27      -  43 02 19.26169(N)    078 35 32.60754(W) AD(       ) 1
 OG0531  NGVD 29 (07/19/86)  186.6    (m)          612.     (f) VERT ANG       
 OG0531
 OG0531.Superseded values are not recommended for survey control.
 OG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0531.See file dsdata.txt to determine how the superseded data were derived.
 OG0531
 OG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9614167931(NAD 83)
 OG0531_MARKER: DS = TRIANGULATION STATION DISK
 OG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OG0531
 OG0531  HISTORY     - Date     Condition        Report By
 OG0531  HISTORY     - 1972     MONUMENTED       NGS
 OG0531
 OG0531                          STATION DESCRIPTION
 OG0531
 OG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0531'THE STATION IS ABOUT 5 MILES NORTHWEST OF AKRON, 2-3/4 MILES
 OG0531'SOUTHEAST OF WOLCOTTSBURG, 2-1/4 MILES SOUTH OF THE ERIE AND
 OG0531'NIAGARA COUNTY LINE AND IN AN OPEN PASTURE NEAR THE JUNCTION OF
 OG0531'SALT AND MILAND ROADS.
 OG0531'
 OG0531'TO REACH THE STATION FROM THE POST OFFICE IN AKRON, GO WEST ON
 OG0531'MAIN STREET FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY
 OG0531'93.  TURN RIGHT AND GO NORTHERLY ON HIGHWAY 93 FOR 1.3 MILES TO A
 OG0531'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON HUNTS CORNER-AKRON
 OG0531'ROAD FOR 3.7 MILES TO A CROSS ROAD.  TURN RIGHT AND GO NORTH
 OG0531'AND NORTHWEST ON SALT ROAD FOR 0.7 MILE TO A LARGE RED AND GRAY
 OG0531'BARN ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 OG0531'THIS IS JUST BEFORE REACHING MILAND ROAD ON THE RIGHT.
 OG0531'
 OG0531'STATION MARK, STAMPED DILLON 1972, IS A STANDARD DISK SET IN
 OG0531'A ROUND CONCRETE POST ABOUT 14 INCHES BELOW THE GROUND.  IT IS
 OG0531'162 FEET SOUTH OF CENTER OF THE JUNCTION OF SALT AND MILAND ROADS,
 OG0531'115 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, 110 FEET EAST
 OG0531'OF THE SOUTHEAST CORNER OF A WHITE WOODEN FRAME HOUSE, 105
 OG0531'FEET SOUTH OF A POWER POLE NUMBERED 37096, 70.5 FEET SOUTHWEST
 OG0531'OF CENTER OF SALT ROAD, 63 FEET EAST OF A FENCE LINE AND 48
 OG0531'FEET SOUTHWEST OF A METAL WITNESS POST AND FENCE LINE.
 OG0531'
 OG0531'REFERENCE MARK 1, STAMPED DILLON NO 1 1972, IS A STANDARD
 OG0531'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 OG0531'61 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BARN, 42.5 FEET
 OG0531'WEST OF THE SOUTH END OF A CONCRETE CULVERT UNDER SALT ROAD, 23.5
 OG0531'FEET SOUTHWEST OF CENTER OF SALT ROAD AND 2 FEET WEST OF A METAL
 OG0531'WITNESS POST SET IN A FENCE LINE.
 OG0531'
 OG0531'REFERENCE MARK 2, STAMPED DILLON NO 2 1972, IS A STANDARD
 OG0531'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 OG0531'73 FEET SOUTH OF CENTER OF THE JUNCTION OF SALT AND MILAND ROADS,
 OG0531'25.5 FEET SOUTHWEST OF CENTER OF SALT ROAD, 21.5 FEET SOUTHEAST OF
 OG0531'THE POWER POLE AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST
 OG0531'AND FENCE LINE.
 OG0531'
 OG0531'REFERENCE MARK 3, STAMPED DILLON NO 3 1972, IS STANDARD DISK SET
 OG0531'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 28.5 FEET
 OG0531'NORTHEAST OF CENTER OF SALT ROAD, 2.5 FEET SOUTH OF A METAL WITNESS
 OG0531'POST AND 2 FEET NORTH OF POWER POLE NUMBERED 87 S.
 OG0531'
 OG0531'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF SALT AND MILAND
 OG0531'ROADS AT THE STATION, GO SOUTHEAST ON SALT ROAD FOR 0.45 MILE
 OG0531'TO A CURVE IN THE ROAD AND MARK ON THE LEFT AS DESCRIBED.
 OG0531'
 OG0531'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5583 ***********************************************************************
 LX5583  DESIGNATION -  DIN
 LX5583  PID         -  LX5583
 LX5583  STATE/COUNTY-  NY/SUFFOLK
 LX5583  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5583
 LX5583                         *CURRENT SURVEY CONTROL
 LX5583  ___________________________________________________________________
 LX5583* NAD 83(1996)-  41 06 02.23715(N)    072 05 16.02234(W)     ADJUSTED  
 LX5583* NAVD 88     -                                                        
 LX5583  ___________________________________________________________________
 LX5583  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LX5583  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LX5583
 LX5583  HORZ ORDER  -  THIRD
 LX5583
 LX5583.The horizontal coordinates were established by classical geodetic methods
 LX5583.and adjusted by the National Geodetic Survey in January 1999..
 LX5583
 LX5583
 LX5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5583
 LX5583.The geoid height was determined by GEOID03.
 LX5583
 LX5583;                    North         East     Units Scale Factor Converg.
 LX5583;SPC NY L     -   105,467.362   460,627.683   MT  1.00000444   +1 15 02.7
 LX5583;SPC NY L     -   346,020.84  1,511,242.66   sFT  1.00000444   +1 15 02.7
 LX5583;UTM  18      - 4,554,014.825   744,563.455   MT  1.00033619   +1 54 55.4
 LX5583
 LX5583                          SUPERSEDED SURVEY CONTROL
 LX5583
 LX5583  NAD 83(1996)-  41 06 02.23757(N)    072 05 16.02291(W) AD(       ) 4
 LX5583  NAD 83(1992)-  41 06 02.23672(N)    072 05 16.01820(W) AD(       ) 4
 LX5583  NAD 83(1986)-  41 06 02.23927(N)    072 05 16.02651(W) AD(       ) 4
 LX5583  NAD 27      -  41 06 01.88000(N)    072 05 17.76000(W) AD(       ) 3
 LX5583
 LX5583.Superseded values are not recommended for survey control.
 LX5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5583.See file dsdata.txt to determine how the superseded data were derived.
 LX5583
 LX5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4456354015(NAD 83)
 LX5583_MARKER: 57 = LOOKOUT TOWER
 LX5583
 LX5583  HISTORY     - Date     Condition        Report By
 LX5583  HISTORY     - 1943     FIRST OBSERVED   CGS
 LX5583
 LX5583                          STATION DESCRIPTION
 LX5583
 LX5583'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (LCJ)
 LX5583'STATION IS THE STEEL LOOKOUT TOWER ON EASTERN PLAIN POINT,
 LX5583'GARDINERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2519 ***********************************************************************
 MZ2519  DESIGNATION -  DINMORE
 MZ2519  PID         -  MZ2519
 MZ2519  STATE/COUNTY-  NY/ALBANY
 MZ2519  USGS QUAD   -  DELMAR (1980)
 MZ2519
 MZ2519                         *CURRENT SURVEY CONTROL
 MZ2519  ___________________________________________________________________
 MZ2519* NAD 83(1996)-  42 32 41.43947(N)    073 46 06.65898(W)     ADJUSTED  
 MZ2519* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 MZ2519  ___________________________________________________________________
 MZ2519  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 MZ2519  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 MZ2519
 MZ2519  HORZ ORDER  -  THIRD
 MZ2519
 MZ2519.The horizontal coordinates were established by classical geodetic methods
 MZ2519.and adjusted by the National Geodetic Survey in January 1999..
 MZ2519
 MZ2519.The orthometric height was scaled from a topographic map.
 MZ2519
 MZ2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2519
 MZ2519.The geoid height was determined by GEOID03.
 MZ2519
 MZ2519;                    North         East     Units Scale Factor Converg.
 MZ2519;SPC NY E     -   412,373.844   210,078.381   MT  0.99994439   +0 29 40.6
 MZ2519;SPC NY E     - 1,352,929.85    689,232.15   sFT  0.99994439   +0 29 40.6
 MZ2519;UTM  18      - 4,711,007.362   601,114.590   MT  0.99972579   +0 49 57.9
 MZ2519
 MZ2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2519!SPC NY E     -   1.00000026  x   0.99994439  =   0.99994465
 MZ2519!UTM  18      -   1.00000026  x   0.99972579  =   0.99972605
 MZ2519
 MZ2519:                Primary Azimuth Mark                     Grid Az
 MZ2519:SPC NY E     -  IRON STACK NORTH OF CASTLETON            108 24 40.2
 MZ2519:UTM  18      -  IRON STACK NORTH OF CASTLETON            108 04 22.9
 MZ2519
 MZ2519|---------------------------------------------------------------------|
 MZ2519| PID    Reference Object                     Distance      Geod. Az  |
 MZ2519|                                                           dddmmss.s |
 MZ2519| MZ2485 IRON STACK NORTH OF CASTLETON       APPROX. 1.4 KM 1085420.8 |
 MZ2519| MZ2481 CASTLETON CONVENT FLAGPOLE          APPROX. 1.6 KM 1230725.7 |
 MZ2519| MZ2508 CASTLETON EMANUEL REFORMED CH       APPROX. 1.7 KM 1411919.6 |
 MZ2519| MZ2493 CASTLETON BRICK STACK               APPROX. 2.0 KM 1472440.7 |
 MZ2519| MZ2506 CASTLETON SACRED HEART CH           APPROX. 2.3 KM 1521937.6 |
 MZ2519| DA2507 DINMORE RM 3                         13.102 METERS 19935     |
 MZ2519| DA2506 DINMORE RM 2                         22.471 METERS 27436     |
 MZ2519| DA2505 DINMORE RM 1                         40.144 METERS 35104     |
 MZ2519|---------------------------------------------------------------------|
 MZ2519
 MZ2519                          SUPERSEDED SURVEY CONTROL
 MZ2519
 MZ2519  NAD 83(1996)-  42 32 41.44153(N)    073 46 06.66052(W) AD(       ) 3
 MZ2519  NAD 83(1996)-  42 32 41.44173(N)    073 46 06.66048(W) AD(       ) 3
 MZ2519  NAD 83(1992)-  42 32 41.44201(N)    073 46 06.66012(W) AD(       ) 3
 MZ2519  NAD 83(1992)-  42 32 41.44238(N)    073 46 06.65984(W) AD(       ) 3
 MZ2519  NAD 83(1986)-  42 32 41.44255(N)    073 46 06.65923(W) AD(       ) 3
 MZ2519  NAD 27      -  42 32 41.14200(N)    073 46 08.22500(W) AD(       ) 3
 MZ2519
 MZ2519.Superseded values are not recommended for survey control.
 MZ2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2519.See file dsdata.txt to determine how the superseded data were derived.
 MZ2519
 MZ2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0111511007(NAD 83)
 MZ2519_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2519
 MZ2519  HISTORY     - Date     Condition        Report By
 MZ2519  HISTORY     - 1934     MONUMENTED       CGS
 MZ2519  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2519  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MZ2519
 MZ2519                          STATION DESCRIPTION
 MZ2519
 MZ2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2519'ON W SIDE OF HUDSON RIVER, 6 MILES S OF ALBANY CITY LIMITS NEAR
 MZ2519'CEDAR HILL ON DINMORE FARM.  STATION IS 900 YARDS W OF RIVER BANK,
 MZ2519'400 YARDS S OF BRIDGE WHERE HIGHWAY 9W CROSSES VLOMAN KILL AND
 MZ2519'200 YARDS W OF DINMORE DWELLING.  STATION IS E OF CREST OF RIDGE
 MZ2519'NEAR SHARP BREAK IN SLOPE.  STATION, DINMORE DWELLING AND GAP IN
 MZ2519'DIKE AT MOUTH OF VLOMAN KILL ARE ON RANGE.
 MZ2519'
 MZ2519'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MZ2519'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 MZ2519'
 MZ2519'REFERENCE MARK NO. 2 IS 73 FEET SW OF STATION.  REFERENCE MARK
 MZ2519'NO. 1 IS 131 FEET N OF STATION.
 MZ2519'
 MZ2519'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MZ2519
 MZ2519                          STATION RECOVERY (1935)
 MZ2519
 MZ2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2519'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE SKETCH SHOWN
 MZ2519'BELOW HAS BEEN TRACED FROM AN AERIAL PHOTO AND SHOWS THE CORRECT
 MZ2519'POSITIONS OF ROADS, CREEK, HOUSES, ETC.  (SKETCH IS ON APPROXIMATE
 MZ2519'SCALE OF 1 TO 7500.)
 MZ2519
 MZ2519                          STATION RECOVERY (1969)
 MZ2519
 MZ2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MZ2519'STATION MARK AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION.  A
 MZ2519'SEARCH WAS MADE FOR R.M. NO. 1 ON THE PUBLISHED DISTANCE AND
 MZ2519'ANGLE, BUT IT WAS NOT FOUND, AND IS BELIEVED TO HAVE BEEN
 MZ2519'REMOVED.  A NEW REFERENCE MARK WAS ESTABLISHED.  A COMPLETE
 MZ2519'DESCRIPTION FOLLOWS--
 MZ2519'
 MZ2519'STATION IS LOCATED ABOUT 1000 FEET SOUTHEAST OF STATE HIGHWAY 144,
 MZ2519'1/2-MILE WEST OF THE HUDSON RIVER, AND 300 FEET SOUTHWEST OF A
 MZ2519'TRACK ROAD, ALONG THE EAST RIM OF A LONG, NARROW, WOODED RIDGE,
 MZ2519'ON A FLAT AREA ON THE VERY DEFINITE POINT THAT EXTENDS EASTWARD
 MZ2519'FROM THE GENERAL RIDGE LINE, AND IS ABOUT 90 FEET EAST-SOUTHEAST
 MZ2519'OF HIGH POINT OF HILL.
 MZ2519'
 MZ2519'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 144,
 MZ2519'AT SOUTH EDGE OF ALBANY, GO SOUTH ON STATE HIGHWAY 144 FOR 4.65
 MZ2519'MILES TO WINNIE RD. GOING LEFT.  CONTINUE AHEAD ON THE HIGHWAY
 MZ2519'FOR 0.2 MILE TO A GRAVELED SIDE ROAD LEFT, 50 YARDS BEYOND VLOMAN
 MZ2519'KILL BRIDGE.  TURN LEFT AND GO 0.15 MILE TO TOP OF LOW GRADE AND
 MZ2519'END OF TRUCK TRAVEL AT WIRE GATE ON RIGHT.  PACK UP SLOPE ABOUT
 MZ2519'50 YARDS TO POWER LINE, THEN ANGLE LEFT AND GO SOUTHERLY,
 MZ2519'KEEPING ALONG EAST EDGE OF RIDGE, FOR ABOUT 100 YARDS TO
 MZ2519'STATION ON PROMINENT POINT.
 MZ2519'
 MZ2519'STATION MARK IS A STANDARD DISK STAMPED DINMORE 1934, SET IN THE
 MZ2519'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 MZ2519'GROUND.  IT IS 14 FEET WEST FROM STEEP EDGE OF HILL, 200 FEET
 MZ2519'SOUTH OF POWER LINE, AND ABOUT 15 FEET LOWER THAN HIGH POINT
 MZ2519'OF HILL.
 MZ2519'
 MZ2519'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DINMORE NO 2
 MZ2519'1934, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 MZ2519'PROJECTING 3 INCHES FROM GROUND.  IT IS ON THE SLOPE, 40 FEET
 MZ2519'SOUTHEAST OF HIGH POINT OF HILL, AND 5-1/2 FEET HIGHER THAN
 MZ2519'STATION MARK.
 MZ2519'
 MZ2519'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED DINMORE
 MZ2519'1934 NO 3 1969, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BEDROCK
 MZ2519'OUTCROP PROJECTING 3 INCHES FROM GROUND.  IT IS 15 FEET WEST OF
 MZ2519'STEEP EDGE OF HILL AND 2 FEET LOWER THAN STATION MARK.
 MZ2519'
 MZ2519'NOTE--DUE TO HEAVY TREE COVER THERE IS NO SUITABLE LOCATION FOR
 MZ2519'AN AZIMUTH MARK.  DURING WINTER MONTHS IT IS POSSIBLE TO SEE
 MZ2519'INTERSECTION STATIONS ACROSS THE HUDSON RIVER, IN
 MZ2519'CASTLETON-ON-HUDSON, HOWEVER, WHEN THE LEAVES ARE ON THE TREES THE
 MZ2519'STATION IS COMPLETELY BLOCKED.
 MZ2519'
 MZ2519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2519'6 MILES SOUTH OF ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4587 ***********************************************************************
 LX4587  DESIGNATION -  DINSMORE 2
 LX4587  PID         -  LX4587
 LX4587  STATE/COUNTY-  NY/DUTCHESS
 LX4587  USGS QUAD   -  HYDE PARK (1997)
 LX4587
 LX4587                         *CURRENT SURVEY CONTROL
 LX4587  ___________________________________________________________________
 LX4587* NAD 83(1996)-  41 51 40.58088(N)    073 56 00.74938(W)     ADJUSTED  
 LX4587* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4587  ___________________________________________________________________
 LX4587  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 LX4587  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LX4587
 LX4587  HORZ ORDER  -  THIRD
 LX4587
 LX4587.The horizontal coordinates were established by classical geodetic methods
 LX4587.and adjusted by the National Geodetic Survey in January 1999..
 LX4587
 LX4587.The orthometric height was scaled from a topographic map.
 LX4587
 LX4587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4587
 LX4587.The geoid height was determined by GEOID03.
 LX4587
 LX4587;                    North         East     Units Scale Factor Converg.
 LX4587;SPC NY E     -   336,347.992   197,028.698   MT  0.99992721   +0 22 40.9
 LX4587;SPC NY E     - 1,103,501.70    646,418.32   sFT  0.99992721   +0 22 40.9
 LX4587;UTM  18      - 4,634,923.407   588,513.702   MT  0.99969641   +0 42 42.2
 LX4587
 LX4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4587!SPC NY E     -   1.00000486  x   0.99992721  =   0.99993207
 LX4587!UTM  18      -   1.00000486  x   0.99969641  =   0.99970127
 LX4587
 LX4587|---------------------------------------------------------------------|
 LX4587| PID    Reference Object                     Distance      Geod. Az  |
 LX4587|                                                           dddmmss.s |
 LX4587| CB4006 DINSMORE 2 RM 1                      27.175 METERS 08554     |
 LX4587| CB4007 DINSMORE 2 RM 2                      32.570 METERS 14509     |
 LX4587| LX4600 SCHLEEDE ESTATE BRICKYARD STK       APPROX. 2.3 KM 3130334.9 |
 LX4587| LX4609 CAMP OLYMPUS FLAGPOLE               APPROX. 3.6 KM 3184816.6 |
 LX4587| LX4581 ESOPUS MEADOWS LH                   APPROX. 1.0 KM 3194355.3 |
 LX4587| LX4595 ELLERSLIE CONICAL ROOF PEAK         APPROX. 3.7 KM 3484817.2 |
 LX4587| LX4593 JONES TOWER STEEPLE BROWN BLDG      APPROX. 2.8 KM 3555002.1 |
 LX4587|---------------------------------------------------------------------|
 LX4587
 LX4587                          SUPERSEDED SURVEY CONTROL
 LX4587
 LX4587  NAD 83(1986)-  41 51 40.58219(N)    073 56 00.74922(W) AD(       ) 3
 LX4587  NAD 27      -  41 51 40.25500(N)    073 56 02.26500(W) AD(       ) 3
 LX4587
 LX4587.Superseded values are not recommended for survey control.
 LX4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4587.See file dsdata.txt to determine how the superseded data were derived.
 LX4587
 LX4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8851434923(NAD 83)
 LX4587
 LX4587  HISTORY     - Date     Condition        Report By
 LX4587  HISTORY     - 1933     MONUMENTED       CGS
 LX4587  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4587  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX4587  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX4587  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX4587
 LX4587                          STATION DESCRIPTION
 LX4587
 LX4587'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4587'THIS STATION IS LOCATED ON THE E SHORE OF THE HUDSON RIVER
 LX4587'DIRECTLY ACROSS THE RIVER FROM DINSMORE POINT ON THE FILLED-IN
 LX4587'DOCK IN FRONT OF THE RESIDENCE OF M.I. DINSMORE.  THE ORIGINAL
 LX4587'STATION DINSMORE COULD NOT BE RECOVERED, BUT IT IS LIKELY TO BE
 LX4587'ON THIS SAME DOCK.  THE STATION IS NEAR THE NW CORNER OF THE
 LX4587'DOCK 7.20 METERS S OF THE N FACE OF THE DOCK AND 3.35 METERS E
 LX4587'OF THE W FACE OF THE DOCK.
 LX4587'
 LX4587'THE SUB-SURFACE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 LX4587'HOLE IN A STONE BURIED 2 FEET BELOW THE SURFACE OF THE GROUND.  THE
 LX4587'SURFACE MARK IS A SIMILAR DISK IN THE TOP OF A LARGE ROCK BURIED
 LX4587'SO THAT THE TOP IS ABOUT 1 INCH BELOW THE SURFACE OF THE
 LX4587'GROUND.  REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN THE
 LX4587'VERTICAL FACE OF THE ROCK CLIFF ABOUT 4 FEET ABOVE THE LEVEL OF
 LX4587'THE DOCK.  REFERENCE MARK 1 IS A SIMILAR DISK CEMENTED IN A
 LX4587'LEDGE ROCK AT THE HIGH-WATER LINE JUST N OF THE DOCK.  UNABLE
 LX4587'TO OCCUPY REFERENCE MARK NO.2.
 LX4587'
 LX4587'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 LX4587
 LX4587                          STATION RECOVERY (1935)
 LX4587
 LX4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4587'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.A. EGNER IN
 LX4587'1933.  ADDITIONAL MEASUREMENTS WERE TAKEN, AS PER SKETCH, TO ASSIST
 LX4587'IN LOCATING STATION ON THE AERIAL PHOTOGRAPHS.
 LX4587
 LX4587                          STATION RECOVERY (1965)
 LX4587
 LX4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DHC)
 LX4587'OLD FILLED DOCK ERODING.  SURFACE MARKER INTACT IN STONE IS NOW
 LX4587'ON ITS SIDE IN WATER.  SUB-SURFACE MARKER INTACT IN STONE IN
 LX4587'VERTICAL POSITION BUT MAY HAVE SHIFTED SLIGHTLY.  SUB-SURFACE
 LX4587'MARKER NOW ABOUT 1 FT W OF PRESENT IRREGULAR EDGE OF OLD DOCK
 LX4587'AND ABOUT 4 IN BELOW HIGH WATER.  DISK IN GOOD CONDITION.  RM 1
 LX4587'AND 2 RECOVERED IN GOOD CONDITION.
 LX4587'
 LX4587'TO REACH--FROM STAATSBURG POST OFFICE GO N ON OLD POST ROAD
 LX4587'1.0 MILES TO PRIVATE DRIVE ON W, TURN LEFT THROUGH ENTRANCE IN
 LX4587'STONE WALL AND FOLLOW MAIN DRIVE LEFT TO OLD DOCK ON HUDSON
 LX4587'RIVER.  A TWO STORY WHITE FRAME HOUSE NOW STANDS ABOUT 200 FT NE
 LX4587'OF STATION.
 LX4587'
 LX4587'STATION IS NOW PHOTOIDENTIFIABLE BUT CAN BE PANELED.
 LX4587
 LX4587                          STATION RECOVERY (1965)
 LX4587
 LX4587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFR)
 LX4587'THE STATION SURFACE MARK AND UNDERGROUND MARK WERE BOTH FOUND
 LX4587'TO BE OUT OF POSITION.  THE SURFACE MARK SET IN STONE WAS FOUND
 LX4587'LYING ON ITS SIDE IN THE WATER, THE DISK WAS REMOVED FROM THE
 LX4587'STONE.  THE SUB-SURFACE MARK, SET IN A DRILL HOLE IN A STONE WAS
 LX4587'FOUND ON ITS SIDE IN A GROUP OF ROCKS AT EDGE OF THE WATER, THE
 LX4587'DISK WAS REMOVED FROM THE STONE.
 LX4587'
 LX4587'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 WERE BOTH
 LX4587'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LX4587'
 LX4587'THE STATION WAS DESTROYED, ONLY THE TWO REFERENCE MARKS REMAIN.
 LX4587
 LX4587                          STATION RECOVERY (1976)
 LX4587
 LX4587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFH)
 LX4587'STATION MARK AND THE UNDERGROUND STATION MARK WERE BOTH FOUND
 LX4587'LAYING OUT OF POSITION IN 1965 AND THE DISKS WERE REMOVED AT
 LX4587'THAT TIME.  BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LX4587'CONDITION.  THE STATION POINT COULD BE DETERMINED BY DISTANCE
 LX4587'AND ANGLE FROM THEM.  VIEW FROM STATION IS OPEN FROM WEST TO
 LX4587'NORTH, AND ALSO SOMEWHAT TO SOUTH-SOUTHWEST WITH SLIGHT
 LX4587'CLEARING.  TREES AND HIGH GROUND BLOCK THE REMAINING AREAS.
 LX4587'
 LX4587'STATION SITE IS LOCATED ON THE HULL ESTATE, ALONG THE EAST SHORE
 LX4587'OF THE HUDSON RIVER, ON A POINT OF LAND DOWN TO WEST BELOW A
 LX4587'COTTAGE, WHERE A DOCK WAS ONCE LOCATED.
 LX4587'
 LX4587'RM NO.1 IS A STANDARD DISK STAMPED DINSMORE 2 1 1933,
 LX4587'CEMENTED IN A DRILL HOLE IN THE SLOPING FACE (45-DEGREE ANGLE)
 LX4587'OF A BEDROCK LEDGE 5 FEET HIGH.  IT IS 41 FEET NORTHEAST OF A
 LX4587'16-INCH TREE, 46 FEET NORTH OF WEST END OF MACADAM DRIVEWAY DOWN
 LX4587'FROM COTTAGE, 89 FEET WEST OF NORTHWEST CORNER OF THE COTTAGE,
 LX4587'12 FEET WEST-NORTHWEST OF A SIGN NO TRESSPASSING, 98.008 FEET
 LX4587'NORTH OF RM NO.2 AND ABOUT 12 INCHES ABOVE HIGH-TIDE LINE OF
 LX4587'THE RIVER.
 LX4587'
 LX4587'RM NO.2 IS A STANDARD DISK STAMPED DINSMORE 2 2 1933,
 LX4587'CEMENTED IN A DRILL HOLE IN THE FACE OF A BEDROCK CLIFF AT THE
 LX4587'BASE OF THE 25-FOOT-HIGH HILL THAT SETS 30 YARDS EAST FROM THE
 LX4587'RIVERS EDGE.  IT IS 65 FEET SOUTH-SOUTHEAST OF THE 16-INCH TREE,
 LX4587'54 FEET SOUTH-SOUTHWEST OF THE WEST END OF THE MACADAM DRIVEWAY,
 LX4587'98.008 FEET SOUTH OF RM NO.1, AND 3 FEET HIGHER THAN SURROUNDING
 LX4587'GROUND.  A GROWTH OF DENSE BRUSH HIDES THE MARK.
 LX4587'
 LX4587'TO REACH STATION SITE FROM THE POST OFFICE IN STAATSBURG, GO
 LX4587'NORTH ON OLD POST RD. FOR 1.0 MILE TO ENTRANCE TO HULL ESTATES
 LX4587'ON THE LEFT.  GO LEFT FOR 0.2 MILE TO FORK JUST AFTER CROSSING
 LX4587'OVER RAILROAD.  TAKE LEFT FORK AND GO 0.2 MILE TO FORK AT SIGN
 LX4587'TO COTTAGE.  TAKE LEFT FORK AND FOLLOW MACADAM DRIVEWAY FOR
 LX4587'0.3 MILE TO THE COTTAGE AND STATION SITE OUT ON POINT OF LAND
 LX4587'TO WEST.
 LX4587'
 LX4587'MR. WILLIAM SWIHURA, SUPT. OF HULL ESTATES, LIVES IN THE GRAY
 LX4587'HOUSE ON LEFT, 0.1 MILE NORTH FROM THE MAIN ENTRANCE GATE.  HE
 LX4587'SHOULD BE CONTACTED FOR PERMISSION TO ENTER THE GROUNDS.
 LX4587'
 LX4587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4587'3/4-MILE NNW OF STAATSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1832 ***********************************************************************
 OF1832  DESIGNATION -  DISPOSAL 1925
 OF1832  PID         -  OF1832
 OF1832  STATE/COUNTY-  NY/MONROE
 OF1832  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1832
 OF1832                         *CURRENT SURVEY CONTROL
 OF1832  ___________________________________________________________________
 OF1832* NAD 83(1996)-  43 07 34.11928(N)    077 34 15.93610(W)     ADJUSTED  
 OF1832* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 OF1832  ___________________________________________________________________
 OF1832  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 OF1832  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OF1832
 OF1832  HORZ ORDER  -  SECOND
 OF1832
 OF1832.The horizontal coordinates were established by classical geodetic methods
 OF1832.and adjusted by the National Geodetic Survey in January 1999..
 OF1832
 OF1832.The orthometric height was scaled from a topographic map.
 OF1832
 OF1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1832
 OF1832.The geoid height was determined by GEOID03.
 OF1832
 OF1832;                    North         East     Units Scale Factor Converg.
 OF1832;SPC NY W     -   347,680.416   432,365.117   MT  1.00002093   +0 41 31.2
 OF1832;SPC NY W     - 1,140,681.50  1,418,517.89   sFT  1.00002093   +0 41 31.2
 OF1832;UTM  18      - 4,778,032.001   290,858.932   MT  1.00013810   -1 45 29.7
 OF1832
 OF1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1832!SPC NY W     -   0.99998223  x   1.00002093  =   1.00000316
 OF1832!UTM  18      -   0.99998223  x   1.00013810  =   1.00012032
 OF1832
 OF1832:                Primary Azimuth Mark                     Grid Az
 OF1832:SPC NY W     -  TWELVE CORNERS 1925                      078 50 01.6
 OF1832:UTM  18      -  TWELVE CORNERS 1925                      081 17 02.5
 OF1832
 OF1832|---------------------------------------------------------------------|
 OF1832| PID    Reference Object                     Distance      Geod. Az  |
 OF1832|                                                           dddmmss.s |
 OF1832| OF1813 TWELVE CORNERS 1925                 456.420 METERS 0793132.8 |
 OF1832|---------------------------------------------------------------------|
 OF1832
 OF1832                          SUPERSEDED SURVEY CONTROL
 OF1832
 OF1832  NAD 83(1986)-  43 07 34.12793(N)    077 34 15.93497(W) AD(       ) 2
 OF1832  NAD 27      -  43 07 33.90500(N)    077 34 16.93800(W) AD(       ) 2
 OF1832
 OF1832.Superseded values are not recommended for survey control.
 OF1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1832.See file dsdata.txt to determine how the superseded data were derived.
 OF1832
 OF1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9085978032(NAD 83)
 OF1832
 OF1832  HISTORY     - Date     Condition        Report By
 OF1832  HISTORY     - 1925     MONUMENTED       CGS
 OF1832  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1832
 OF1832                          STATION DESCRIPTION
 OF1832
 OF1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1832'IN THE TOWN OF BRIGHTON, 2.87 METERS SOUTH OF A FENCE ALONG THE
 OF1832'SOUTH LINE OF ELMWOOD AVENUE, ABOUT OPPOSITE THE INTERSECTION
 OF1832'OF ANTLERS DRIVE AND ELMWOOD AVENUE.  IT IS 26.20 METERS SOUTHWEST
 OF1832'OF A TELEPHONE POLE ON THE SOUTH SIDE OF ELMWOOD AVENUE, AND
 OF1832'10.6 METERS SOUTHEAST OF ANOTHER TELEPHONE POLE OPPOSITE ANTLERS
 OF1832'DRIVE, AND 24.04 METERS SOUTHEAST OF A SEWER MANHOLE LOCATED
 OF1832'NEAR THE NORTHEAST CORNER OF ANTLERS DRIVE AND ELMWOOD
 OF1832'AVENUE.  STATION IS SET AS DESCRIBED IN NOTE A.  THE MARK HAS
 OF1832'NO COVER AND IS LEVEL WITH THE SURFACE OF THE GROUND.
 OF1832
 OF1832                          STATION RECOVERY (1977)
 OF1832
 OF1832'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1832'DISPOSAL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1543 ***********************************************************************
 NC1543  DESIGNATION -  DISPOSAL USLS
 NC1543  PID         -  NC1543
 NC1543  STATE/COUNTY-  NY/ERIE
 NC1543  USGS QUAD   -  BUFFALO NW (1965)
 NC1543
 NC1543                         *CURRENT SURVEY CONTROL
 NC1543  ___________________________________________________________________
 NC1543* NAD 83(1996)-  42 59 56.90509(N)    078 56 23.94656(W)     ADJUSTED  
 NC1543* NAVD 88     -       174.9    (meters)     574.     (feet)  VERTCON   
 NC1543  ___________________________________________________________________
 NC1543  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 NC1543  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 NC1543
 NC1543  HORZ ORDER  -  THIRD
 NC1543
 NC1543.The horizontal coordinates were established by classical geodetic methods
 NC1543.and adjusted by the National Geodetic Survey in January 1999..
 NC1543
 NC1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1543
 NC1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1543
 NC1543.The geoid height was determined by GEOID03.
 NC1543
 NC1543;                    North         East     Units Scale Factor Converg.
 NC1543;SPC NY W     -   333,136.255   320,919.664   MT  0.99994790   -0 14 35.6
 NC1543;SPC NY W     - 1,092,964.53  1,052,883.93   sFT  0.99994790   -0 14 35.6
 NC1543;UTM  17      - 4,762,778.425   667,913.342   MT  0.99994686   +1 24 18.8
 NC1543
 NC1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1543!SPC NY W     -   0.99997812  x   0.99994790  =   0.99992602
 NC1543!UTM  17      -   0.99997812  x   0.99994686  =   0.99992498
 NC1543
 NC1543:                Primary Azimuth Mark                     Grid Az
 NC1543:SPC NY W     -  LAUNCH USLS                              189 28 38.6
 NC1543:UTM  17      -  LAUNCH USLS                              187 49 44.2
 NC1543
 NC1543|---------------------------------------------------------------------|
 NC1543| PID    Reference Object                     Distance      Geod. Az  |
 NC1543|                                                           dddmmss.s |
 NC1543| NC1544 LAUNCH USLS                         APPROX. 2.7 KM 1891403.0 |
 NC1543| NC1534 BEAVER ISLAND STATE PARK TANK       APPROX. 4.0 KM 2022153.0 |
 NC1543|---------------------------------------------------------------------|
 NC1543
 NC1543                          SUPERSEDED SURVEY CONTROL
 NC1543
 NC1543  NAD 83(1986)-  42 59 56.91107(N)    078 56 23.94409(W) AD(       ) 3
 NC1543  NAD 27      -  42 59 56.70756(N)    078 56 24.80324(W) AD(       ) 3
 NC1543  NGVD 29 (07/19/86)  175.1    (m)          574.     (f) VERT ANG       
 NC1543
 NC1543.Superseded values are not recommended for survey control.
 NC1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1543.See file dsdata.txt to determine how the superseded data were derived.
 NC1543
 NC1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6791362778(NAD 83)
 NC1543_MARKER: DE = TRAVERSE STATION DISK
 NC1543_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NC1543+WITH SETTING: PAVEMENT
 NC1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1543+STABILITY: SURFACE MOTION
 NC1543
 NC1543  HISTORY     - Date     Condition        Report By
 NC1543  HISTORY     - 1980     MONUMENTED       NOS
 NC1543
 NC1543                          STATION DESCRIPTION
 NC1543
 NC1543'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 NC1543'THE STATION IS LOCATED ON GRAND ISLAND, AT THE SEWAGE DISPOSAL
 NC1543'PLANT JUST SOUTHWEST OF THE NORTHWEST END OF THE SOUTH GRAND
 NC1543'ISLAND BRIDGE, ON THE SOUTHERLY CORNER OF THE SEDIMENT POOL.
 NC1543'
 NC1543'TO REACH THE STATION FROM THE THE NORTHWEST END OF THE
 NC1543'SOUTH GRAND ISLAND BRIDGE AND EAST RIVER ROAD GO SOUTH FOR
 NC1543'APPROXIMATELY ONE EIGHTTH MILE TO THE AREA OF THE STATION ON
 NC1543'THE LEFT.
 NC1543'
 NC1543'THE STATION IS A STANDARD USLS DISK
 NC1543'STAMPED---DISPOSAL---,
 NC1543'CEMENTED INTO THE TOP OF THE SOUTHERLY CORNER OF THE CONCRETE
 NC1543'SEDIMENT POOL WHICH HAS A STEEL BULKHEAD ALONG ITS RIVER FACE.
 NC1543'IT IS LOCATED
 NC1543'1.18 METERS (3.9 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 NC1543'CONCRETE WALL,
 NC1543'0.76 METERS (2.5 FT) EAST-NORTHEAST FROM A STEEL FENCE POST,
 NC1543'0.48 METERS (1.6 FT) WEST FROM THE EXTREME EAST END OF THE
 NC1543'CONCRETE WALL.
 NC1543'
 NC1543'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.90 METERS.
 NC1543'
 NC1543'DESCRIBED BY B DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0862 ***********************************************************************
 LW0862  DESIGNATION -  DITCH
 LW0862  PID         -  LW0862
 LW0862  STATE/COUNTY-  NY/SUFFOLK
 LW0862  USGS QUAD   -  MONTAUK POINT (1956)
 LW0862
 LW0862                         *CURRENT SURVEY CONTROL
 LW0862  ___________________________________________________________________
 LW0862* NAD 83(1996)-  41 02 12.76411(N)    071 55 45.71696(W)     ADJUSTED  
 LW0862* NAVD 88     -        22.871  (meters)      75.04   (feet)  ADJUSTED  
 LW0862  ___________________________________________________________________
 LW0862  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LW0862  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LW0862  DYNAMIC HT  -          22.862 (meters)      75.01  (feet)  COMP
 LW0862  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 LW0862
 LW0862  HORZ ORDER  -  SECOND
 LW0862  VERT ORDER  -  SECOND    CLASS 0
 LW0862
 LW0862.The horizontal coordinates were established by classical geodetic methods
 LW0862.and adjusted by the National Geodetic Survey in January 1999..
 LW0862
 LW0862.The orthometric height was determined by differential leveling
 LW0862.and adjusted by the National Geodetic Survey in June 1991..
 LW0862
 LW0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0862
 LW0862.The geoid height was determined by GEOID03.
 LW0862
 LW0862.The dynamic height is computed by dividing the NAVD 88
 LW0862.geopotential number by the normal gravity value computed on the
 LW0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0862.degrees latitude (g = 980.6199 gals.).
 LW0862
 LW0862.The modeled gravity was interpolated from observed gravity values.
 LW0862
 LW0862;                    North         East     Units Scale Factor Converg.
 LW0862;SPC NY L     -    98,692.908   474,099.870   MT  1.00000020   +1 21 15.7
 LW0862;SPC NY L     -   323,794.98  1,555,442.66   sFT  1.00000020   +1 21 15.7
 LW0862;SPC CT       -   175,333.110   373,806.696   MT  1.00002049   +0 32 38.9
 LW0862;SPC CT       -   575,238.71  1,226,397.47   sFT  1.00002049   +0 32 38.9
 LW0862;UTM  19      - 4,546,985.749   253,758.231   MT  1.00034634   -1 55 27.2
 LW0862;UTM  18      - 4,547,394.400   758,118.300   MT  1.00042008   +2 01 01.6
 LW0862
 LW0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0862!SPC NY L     -   1.00000129  x   1.00000020  =   1.00000149
 LW0862!SPC CT       -   1.00000129  x   1.00002049  =   1.00002178
 LW0862!UTM  19      -   1.00000129  x   1.00034634  =   1.00034763
 LW0862!UTM  18      -   1.00000129  x   1.00042008  =   1.00042137
 LW0862
 LW0862|---------------------------------------------------------------------|
 LW0862| PID    Reference Object                     Distance      Geod. Az  |
 LW0862|                                                           dddmmss.s |
 LW0862| LW0865 PLAINS                              243.957 METERS 04222     |
 LW0862| LW0863 DITCH RM 1                           14.229 METERS 06433     |
 LW0862| LW3211 HITHER PLAINS CG FS                 APPROX. 3.1 KM 2474016.5 |
 LW0862| LW3213 HITHER HILLS FAA NW RADIO TWR       APPROX. 3.9 KM 2621026.5 |
 LW0862| LW3221 MONTAUK TALL BUILDING CHIMNEY       APPROX. 1.3 KM 2644018.7 |
 LW0862| LW0864 DITCH RM 2                            8.246 METERS 28139     |
 LW0862|---------------------------------------------------------------------|
 LW0862
 LW0862                          SUPERSEDED SURVEY CONTROL
 LW0862
 LW0862  NAD 83(1996)-  41 02 12.76435(N)    071 55 45.71679(W) AD(       ) 2
 LW0862  NAD 83(1992)-  41 02 12.76188(N)    071 55 45.71725(W) AD(       ) 2
 LW0862  NAD 83(1986)-  41 02 12.76229(N)    071 55 45.72418(W) AD(       ) 2
 LW0862  NAD 27      -  41 02 12.40581(N)    071 55 47.47300(W) AD(       ) 2
 LW0862  NGVD 29 (??/??/92)   23.157  (m)           75.97   (f) ADJ UNCH    2 0
 LW0862
 LW0862.Superseded values are not recommended for survey control.
 LW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0862.See file dsdata.txt to determine how the superseded data were derived.
 LW0862
 LW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5375846986(NAD 83)
 LW0862_MARKER: DS = TRIANGULATION STATION DISK
 LW0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0862_STAMPING: DITCH 1943
 LW0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0862+STABILITY: SURFACE MOTION
 LW0862
 LW0862  HISTORY     - Date     Condition        Report By
 LW0862  HISTORY     - 1943     MONUMENTED       CGS
 LW0862  HISTORY     - 1954     MARK NOT FOUND   USGS
 LW0862  HISTORY     - 1965     GOOD             NGS
 LW0862
 LW0862                          STATION DESCRIPTION
 LW0862
 LW0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0862'STATION IS LOCATED ON LONG ISLAND, ABOUT 1 MI. E OF MONTAUK.  IT
 LW0862'IS ABOUT 300 FT. N OF THE BLUFFS, AND ABOUT 30 FT. S OF THE SW
 LW0862'CORNER OF THE TWO-STORY FIRE-CONTROL BUILDING (MOST W ONE OF
 LW0862'TWO).  IT IS STAMPED DITCH 1943 AND PROJECTS 4 IN. (NOTES 1A AND
 LW0862'7A).
 LW0862'
 LW0862'REFERENCE MARK 1 IS ABOUT 33 FT. S-SE OF THE SE CORNER OF THE
 LW0862'FIRE-CONTROL BUILDING.  IT PROJECTS 4 IN. AND IS STAMPED DITCH
 LW0862'NO 1 1943 (NOTE 11A).
 LW0862'
 LW0862'REFERENCE MARK 2 IS ABOUT 39 FT. S-SW OF THE SW CORNER OF THE
 LW0862'FIRE-CONTROL BUILDING.  IT PROJECTS 6 IN. AND IS STAMPED DITCH
 LW0862'NO 2 1943 (NOTE 11A).
 LW0862'
 LW0862'TO REACH THE STATION FROM THE POST OFFICE IN MONTAUK, GO E ON
 LW0862'STATE HIGHWAY 27 FOR 0.6 MI. TO A SAND ROAD BEARING RIGHT, TURN
 LW0862'RIGHT AND FOLLOW THE SAND ROAD FOR 0.3 MI. TO A FORK, TAKE THE
 LW0862'RIGHT FORK AND GO 0.1 MI. TO THE FIRE-CONTROL BUILDING AND THE
 LW0862'STATION.
 LW0862'
 LW0862'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 M.
 LW0862
 LW0862                          STATION RECOVERY (1954)
 LW0862
 LW0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (BLK)
 LW0862'TIES DESTROYED.
 LW0862
 LW0862                          STATION RECOVERY (1965)
 LW0862
 LW0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0862'1 MI NE FROM MONTAUK.
 LW0862'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 LW0862'AT MONTAUK, SUFFOLK COUNTY, THENCE 0.4 MILE SOUTH ALONG AN
 LW0862'ARMY ROAD TO A Y-ROAD JUNCTION, AND THENCE 0.1 MILE SOUTHWEST,
 LW0862'300 FEET NORTH OF THE BLUFFS, AND 32 FEET SOUTH OF THE SOUTH
 LW0862'CORNER OF A WHITE HOUSE.  A STANDARD TRIANGULATION-STATION
 LW0862'DISK, STAMPED DITCH 1943 AND SET IN THE TOP OF A CONCRETE POST
 LW0862'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THE ARMY ROAD IN
 LW0862'THIS DESCRIPTION WAS ORIGINALLY DESCRIBED AS BEING 0.7 MILE
 LW0862'NORTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT MONTAUK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3228 ***********************************************************************
 LW3228  DESIGNATION -  DITCH PLAINS CG FS RESET
 LW3228  PID         -  LW3228
 LW3228  STATE/COUNTY-  NY/SUFFOLK
 LW3228  USGS QUAD   -  MONTAUK POINT (1956)
 LW3228
 LW3228                         *CURRENT SURVEY CONTROL
 LW3228  ___________________________________________________________________
 LW3228* NAD 83(1996)-  41 02 24.12898(N)    071 55 00.60353(W)     ADJUSTED  
 LW3228* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW3228  ___________________________________________________________________
 LW3228  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LW3228  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LW3228
 LW3228  HORZ ORDER  -  THIRD
 LW3228
 LW3228.The horizontal coordinates were established by classical geodetic methods
 LW3228.and adjusted by the National Geodetic Survey in January 1999..
 LW3228
 LW3228.The orthometric height was scaled from a topographic map.
 LW3228
 LW3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3228
 LW3228.The geoid height was determined by GEOID03.
 LW3228
 LW3228;                    North         East     Units Scale Factor Converg.
 LW3228;SPC NY L     -    99,068.380   475,144.990   MT  1.00000038   +1 21 45.2
 LW3228;SPC NY L     -   325,026.84  1,558,871.52   sFT  1.00000038   +1 21 45.2
 LW3228;UTM  19      - 4,547,300.942   254,823.479   MT  1.00033990   -1 54 58.0
 LW3228;UTM  18      - 4,547,782.101   759,159.447   MT  1.00042671   +2 01 31.8
 LW3228
 LW3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3228!SPC NY L     -   1.00000414  x   1.00000038  =   1.00000452
 LW3228!UTM  19      -   1.00000414  x   1.00033990  =   1.00034404
 LW3228!UTM  18      -   1.00000414  x   1.00042671  =   1.00043085
 LW3228
 LW3228:                Primary Azimuth Mark                     Grid Az
 LW3228:SPC NY L     -  MONTAUK 2 RESET                          018 48 00.8
 LW3228:UTM  19      -  MONTAUK 2 RESET                          022 04 44.0
 LW3228:UTM  18      -  MONTAUK 2 RESET                          018 08 14.2
 LW3228
 LW3228|---------------------------------------------------------------------|
 LW3228| PID    Reference Object                     Distance      Geod. Az  |
 LW3228|                                                           dddmmss.s |
 LW3228| LW3187 MONTAUK 2 RESET                     APPROX. 3.0 KM 0200946.0 |
 LW3228| CB7651 DITCH PLAINS CG FS RM 2             170.165 METERS 04207     |
 LW3228| CB7652 DITCH PLAINS CG FS RM 3              24.430 METERS 11924     |
 LW3228| CB7650 DITCH PLAINS CG FS RM 1              38.760 METERS 24037     |
 LW3228|---------------------------------------------------------------------|
 LW3228
 LW3228                          SUPERSEDED SURVEY CONTROL
 LW3228
 LW3228  NAD 83(1996)-  41 02 24.12945(N)    071 55 00.60314(W) AD(       ) 3
 LW3228  NAD 83(1992)-  41 02 24.12685(N)    071 55 00.60455(W) AD(       ) 3
 LW3228  NAD 83(1986)-  41 02 24.12692(N)    071 55 00.61117(W) AD(       ) 3
 LW3228  NAD 27      -  41 02 23.76400(N)    071 55 02.36500(W) AD(       ) 3
 LW3228
 LW3228.Superseded values are not recommended for survey control.
 LW3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3228.See file dsdata.txt to determine how the superseded data were derived.
 LW3228
 LW3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5482347301(NAD 83)
 LW3228_MARKER: DS = TRIANGULATION STATION DISK
 LW3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3228
 LW3228  HISTORY     - Date     Condition        Report By
 LW3228  HISTORY     - 1953     MONUMENTED       CGS
 LW3228  HISTORY     - 1932     GOOD             CGS
 LW3228  HISTORY     - 1932     GOOD             CGS
 LW3228  HISTORY     - 1933     GOOD             CGS
 LW3228  HISTORY     - 1943     MARK NOT FOUND   CGS
 LW3228  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LW3228  HISTORY     - 1962     GOOD             CGS
 LW3228
 LW3228                          STATION DESCRIPTION
 LW3228
 LW3228'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (APR)
 LW3228'2 MILES SE OF MONTAUK VILLAGE, AT DITCH PLAINS COAST GUARD
 LW3228'STATION.  UNDERGROUND STATION MARK SET IN CONCRETE BLOCK DIRECTLY
 LW3228'UNDERNEATH FLAGSTAFF ON TOP OF STEEL TOWER, MARKED BY STANDARD
 LW3228'DISK SET 4 FEET BELOW SURFACE.  SURFACE STATION IS STANDARD BRONZE
 LW3228'DISK SET IN CONCRETE MONUMENT DIRECTLY ABOVE SUB-SURFACE MARK.
 LW3228'
 LW3228'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 LW3228'MONUMENT ON LINE BETWEEN CENTER AND OLD WIND MILL
 LW3228'COTTAGE.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN
 LW3228'CONCRETE MONUMENT ON LINE WITH TRIANGULATION STATION
 LW3228'OVERLOOK.  REFERENCE MARK NO.3 IS A STANDARD BRONZE DISK SET IN
 LW3228'CONCRETE MONUMENT SE CENTER, 5 METERS OUTSIDE E BOUNDARY OF
 LW3228'DITCH PLAINS COAST GUARD STATION.
 LW3228
 LW3228                          STATION RECOVERY (1932)
 LW3228
 LW3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LW3228'THE FLAGPOLE OF THE DITCH PLAIN COAST GUARD STATION WHICH IS
 LW3228'LOCATED 4-1/2 MILES SW OF MONTAUK POINT.
 LW3228
 LW3228                          STATION RECOVERY (1933)
 LW3228
 LW3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 LW3228'THE STATION WAS RECOVERED.  IT IS REALLY NOT A FLAGPOLE BUT A
 LW3228'FOUR-LEGGED STEEL TOWER WITH A POLE AT THE TOP ON WHICH SIGNAL
 LW3228'FLAGS ARE RUN UP.  THE POSITION OF A LIFE SAVING STATION FLAGSTAFF
 LW3228'WAS DETERMINED IN 1911 BUT ITS POSITION DOES NOT CHECK THE 1932
 LW3228'POSITION SO EVIDENTLY THE 1911 FLAGSTAFF HAS BEEN DESTROYED AS
 LW3228'THERE IS BUT THIS ONE IN THE VICINITY.
 LW3228
 LW3228                          STATION RECOVERY (1943)
 LW3228
 LW3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3228'THE COAST GUARD STATION AND MAST WERE BUILT IN 1938 FOLLOWING
 LW3228'THE 1938 HURRICANE.  STATION LOST.
 LW3228
 LW3228                          STATION RECOVERY (1953)
 LW3228
 LW3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 LW3228'SUB-SURFACE STATION MARK AND R.M. 3 RECOVERED IN GOOD CONDITION AS
 LW3228'ORIGINALLY DESCRIBED.
 LW3228'
 LW3228'R.M.S 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  TIME WAS TOO
 LW3228'SHORT FOR AN EXTENDED SEARCH.  A 5 FT. FILL COVERS THE SITE OF
 LW3228'R.M. 1 AND THE AREA AROUND R.M. 2 IS COVERED WITH A HEAVY GROWTH
 LW3228'OF BRUSH.  THESE TWO MARKS SHOULD BE CONSIDERED TO EXIST.
 LW3228'
 LW3228'A NEW SURFACE MARK AND 2 NEW R.M.S WERE ESTABLISHED.  THE
 LW3228'STATION MARK IS A STANDARD DISK SET IN A CONCRETE POST CAREFULLY
 LW3228'CENTERED OVER THE SUB-SURFACE MARK.  THE NEW R.M.S ARE NUMBERED
 LW3228'4 AND 5 AND STAMPED THE SAME AS THE STATION MARK.
 LW3228'
 LW3228'R.M. 3 WAS REMOVED AND DESTROYED AT THE REQUEST OF THE PROPERTY
 LW3228'OWNER.  A HOUSE EXISTS ON LINE BETWEEN R.M. 3 AND THE STATION
 LW3228'MARK PREVENTING A MEASUREMENT OR USE IN OBSERVATIONS TO THE NEW
 LW3228'MARKS.  NO OBJECT COULD BE SEEN FOR USE AS AN INITIAL TO OBTAIN
 LW3228'DIRECTIONS TO THE NEW R.M.S.  IT IS RECOMMENDED THAT THE NEXT
 LW3228'SURVEY PARTY USING THIS STATION MAKE THE NECESSARY OBSERVATIONS.
 LW3228'
 LW3228'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF THE POST
 LW3228'OFFICE AT MONTAUK ON THE GROUNDS OF THE DITCH PLAINS COAST GUARD
 LW3228'LIFEBOAT STATION.  IT IS 40 FT. NORTHWEST OF THE ENTRANCE TO
 LW3228'MR. MEETZS HOME, A ONE STORY WOOD BUILDING, AND 36 FT. SOUTHEAST
 LW3228'OF THE FRONT ENTRANCE TO THE COAST GUARD BUILDING.  MARK IS A
 LW3228'STANDARD BRONZE DISK SET IN A 12 IN CONCRETE POST (NOTE 11A)
 LW3228'STAMPED DITCH PLAINS C G FLAGSTAFF 1932 AND PROJECTS 2 INCHES ABOVE
 LW3228'GROUND.
 LW3228'
 LW3228'R.M. 4 IS 19.070 METERS, 62.56 FT. WEST OF THE STATION SET FLUSH
 LW3228'IN A CONCRETE SIDEWALK WHICH LEADS TO THE BEACH.
 LW3228'
 LW3228'R.M. 5 IS 15.375 METERS, 50.44 FT. NORTH OF THE STATION SET IN
 LW3228'A DRILL HOLE IN THE SOUTHWEST CONCRETE FOOTING OF A 4-LEGGED STEEL
 LW3228'SIGNAL TOWER.
 LW3228'
 LW3228'TO REACH FROM THE POST OFFICE IN MONTAUK GO EASTWARD ON STATE
 LW3228'HIGHWAY 27 FOR 1.4 MILES TO A MACADAM ROAD RIGHT.  TURN RIGHT ON
 LW3228'MACADAM ROAD AND GO 0.4 MILE TO DITCH PLAINS COAST GUARD STATION
 LW3228'AND TRIANGULATION STATION AS DESCRIBED.
 LW3228'
 LW3228'THE FLAGSTAFF REFERRED TO IN THE ORIGINAL DESCRIPTION OF APR
 LW3228'1932 WAS BLOWN DOWN AND REMOVED TO A NEW LOCATION.
 LW3228
 LW3228                          STATION RECOVERY (1962)
 LW3228
 LW3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 LW3228'STATION MARK AND RMS 4 AND 5 RECOVERED IN GOOD CONDITION.
 LW3228'
 LW3228'THE STATION MARK IS A STANDARD DISK (NOTE 1A) STAMPED DITCH
 LW3228'PLAINS C G FLAGSTAFF 1932, FLUSH.  IT IS 39.0 FEET NORTH OF THE
 LW3228'NORTHWEST CORNER OF THE FOUNDATION OF A SMALL WHITE COTTAGE AND
 LW3228'35.0 FEET WEST OF LIL POLE NO. 85 CS, AT THE NORTHWEST CORNER
 LW3228'OF A LAWN.
 LW3228'
 LW3228'RM 4, STAMPED NO 4 1953 IS SET IN A DRILL HOLE IN A CONCRETE
 LW3228'SIDEWALK, 19.6 FEET SOUTH OF THE NORTH END OF THE WALK.
 LW3228'
 LW3228'RM 5 IS STAMPED NO 5 1953 SET IN A DRILL HOLE IN THE SOUTHWEST
 LW3228'ONE OF 4 FOOTING BLOCKS THAT WERE LEFT IN PLACE WHEN THE FLAG
 LW3228'TOWER WAS DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0863 ***********************************************************************
 LW0863  DESIGNATION -  DITCH RM 1
 LW0863  PID         -  LW0863
 LW0863  STATE/COUNTY-  NY/SUFFOLK
 LW0863  USGS QUAD   -  MONTAUK POINT (1956)
 LW0863
 LW0863                         *CURRENT SURVEY CONTROL
 LW0863  ___________________________________________________________________
 LW0863* NAD 83(1986)-  41 02 12.     (N)    071 55 45.     (W)     SCALED    
 LW0863* NAVD 88     -        23.048  (meters)      75.62   (feet)  ADJUSTED  
 LW0863  ___________________________________________________________________
 LW0863  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LW0863  DYNAMIC HT  -          23.040 (meters)      75.59  (feet)  COMP
 LW0863  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 LW0863
 LW0863  VERT ORDER  -  SECOND    CLASS 0
 LW0863
 LW0863.The horizontal coordinates were scaled from a topographic map and have
 LW0863.an estimated accuracy of +/- 6 seconds.
 LW0863
 LW0863.The orthometric height was determined by differential leveling
 LW0863.and adjusted by the National Geodetic Survey in June 1991..
 LW0863
 LW0863.The geoid height was determined by GEOID03.
 LW0863
 LW0863.The dynamic height is computed by dividing the NAVD 88
 LW0863.geopotential number by the normal gravity value computed on the
 LW0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0863.degrees latitude (g = 980.6199 gals.).
 LW0863
 LW0863.The modeled gravity was interpolated from observed gravity values.
 LW0863
 LW0863;                    North         East    Units  Estimated Accuracy
 LW0863;SPC NY L     -    98,670.      474,120.      MT  (+/- 180 meters Scaled)
 LW0863
 LW0863                          SUPERSEDED SURVEY CONTROL
 LW0863
 LW0863  NGVD 29 (??/??/92)   23.334  (m)           76.56   (f) ADJ UNCH    2 0
 LW0863
 LW0863.Superseded values are not recommended for survey control.
 LW0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0863.See file dsdata.txt to determine how the superseded data were derived.
 LW0863
 LW0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF537469(NAD 83)
 LW0863_MARKER: DR = REFERENCE MARK DISK
 LW0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0863_STAMPING: DITCH NO 1 1943
 LW0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0863+STABILITY: SURFACE MOTION
 LW0863
 LW0863  HISTORY     - Date     Condition        Report By
 LW0863  HISTORY     - 1943     MONUMENTED       CGS
 LW0863  HISTORY     - 1965     GOOD             NGS
 LW0863
 LW0863                          STATION DESCRIPTION
 LW0863
 LW0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0863'1 MI NE FROM MONTAUK.
 LW0863'46.6 FEET EAST OF TRIANGULATION STATION DITCH DESCRIBED ABOVE.
 LW0863'A STANDARD REFERENCE-MARK DISK, STAMPED DITCH NO 1 1943 AND
 LW0863'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 LW0863'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0864 ***********************************************************************
 LW0864  DESIGNATION -  DITCH RM 2
 LW0864  PID         -  LW0864
 LW0864  STATE/COUNTY-  NY/SUFFOLK
 LW0864  USGS QUAD   -  MONTAUK POINT (1956)
 LW0864
 LW0864                         *CURRENT SURVEY CONTROL
 LW0864  ___________________________________________________________________
 LW0864* NAD 83(1986)-  41 02 12.     (N)    071 55 45.     (W)     SCALED    
 LW0864* NAVD 88     -        22.879  (meters)      75.06   (feet)  ADJUSTED  
 LW0864  ___________________________________________________________________
 LW0864  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LW0864  DYNAMIC HT  -          22.871 (meters)      75.04  (feet)  COMP
 LW0864  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 LW0864
 LW0864  VERT ORDER  -  SECOND    CLASS 0
 LW0864
 LW0864.The horizontal coordinates were scaled from a topographic map and have
 LW0864.an estimated accuracy of +/- 6 seconds.
 LW0864
 LW0864.The orthometric height was determined by differential leveling
 LW0864.and adjusted by the National Geodetic Survey in June 1991..
 LW0864
 LW0864.The geoid height was determined by GEOID03.
 LW0864
 LW0864.The dynamic height is computed by dividing the NAVD 88
 LW0864.geopotential number by the normal gravity value computed on the
 LW0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0864.degrees latitude (g = 980.6199 gals.).
 LW0864
 LW0864.The modeled gravity was interpolated from observed gravity values.
 LW0864
 LW0864;                    North         East    Units  Estimated Accuracy
 LW0864;SPC NY L     -    98,670.      474,120.      MT  (+/- 180 meters Scaled)
 LW0864
 LW0864                          SUPERSEDED SURVEY CONTROL
 LW0864
 LW0864  NGVD 29 (??/??/92)   23.166  (m)           76.00   (f) ADJ UNCH    2 0
 LW0864
 LW0864.Superseded values are not recommended for survey control.
 LW0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0864.See file dsdata.txt to determine how the superseded data were derived.
 LW0864
 LW0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF537469(NAD 83)
 LW0864_MARKER: DR = REFERENCE MARK DISK
 LW0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0864_STAMPING: DITCH NO 2 1943
 LW0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0864+STABILITY: SURFACE MOTION
 LW0864
 LW0864  HISTORY     - Date     Condition        Report By
 LW0864  HISTORY     - 1943     MONUMENTED       CGS
 LW0864  HISTORY     - 1965     GOOD             NGS
 LW0864
 LW0864                          STATION DESCRIPTION
 LW0864
 LW0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0864'1 MI NE FROM MONTAUK.
 LW0864'27 FEET NORTHWEST OF TRIANGULATION STATION DITCH DESCRIBED
 LW0864'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED DITCH NO 2
 LW0864'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LW0864'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2603 ***********************************************************************
 KU2603  DESIGNATION -  DIX
 KU2603  PID         -  KU2603
 KU2603  STATE/COUNTY-  NY/SUFFOLK
 KU2603  USGS QUAD   -  GREENLAWN (1979)
 KU2603
 KU2603                         *CURRENT SURVEY CONTROL
 KU2603  ___________________________________________________________________
 KU2603* NAD 83(1996)-  40 49 00.24230(N)    073 20 57.56336(W)     ADJUSTED  
 KU2603* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 KU2603  ___________________________________________________________________
 KU2603  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 KU2603  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 KU2603
 KU2603  HORZ ORDER  -  SECOND
 KU2603
 KU2603.The horizontal coordinates were established by classical geodetic methods
 KU2603.and adjusted by the National Geodetic Survey in January 1999..
 KU2603
 KU2603.The orthometric height was scaled from a topographic map.
 KU2603
 KU2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2603
 KU2603.The geoid height was determined by GEOID03.
 KU2603
 KU2603;                    North         East     Units Scale Factor Converg.
 KU2603;SPC NY L     -    72,391.441   354,895.395   MT  0.99999507   +0 25 32.1
 KU2603;SPC NY L     -   237,504.25  1,164,352.64   sFT  0.99999507   +0 25 32.1
 KU2603;UTM  18      - 4,519,724.074   639,211.103   MT  0.99983853   +1 04 44.8
 KU2603
 KU2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2603!SPC NY L     -   0.99998809  x   0.99999507  =   0.99998316
 KU2603!UTM  18      -   0.99998809  x   0.99983853  =   0.99982662
 KU2603
 KU2603:                Primary Azimuth Mark                     Grid Az
 KU2603:SPC NY L     -  DIX AZ MK                                041 47 53.9
 KU2603:UTM  18      -  DIX AZ MK                                041 08 41.2
 KU2603
 KU2603|---------------------------------------------------------------------|
 KU2603| PID    Reference Object                     Distance      Geod. Az  |
 KU2603|                                                           dddmmss.s |
 KU2603| CB6737 DIX AZ MK                                          0421326.0 |
 KU2603| CB6738 DIX RM 1                             21.465 METERS 17135     |
 KU2603| CB6010 DIX RM 2                             32.538 METERS 27212     |
 KU2603|---------------------------------------------------------------------|
 KU2603
 KU2603                          SUPERSEDED SURVEY CONTROL
 KU2603
 KU2603  NAD 83(1996)-  40 49 00.24450(N)    073 20 57.56248(W) AD(       ) 2
 KU2603  NAD 83(1992)-  40 49 00.24381(N)    073 20 57.56159(W) AD(       ) 2
 KU2603  NAD 83(1986)-  40 49 00.24592(N)    073 20 57.56354(W) AD(       ) 2
 KU2603  NAD 27      -  40 48 59.89362(N)    073 20 59.13534(W) AD(       ) 2
 KU2603
 KU2603.Superseded values are not recommended for survey control.
 KU2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2603.See file dsdata.txt to determine how the superseded data were derived.
 KU2603
 KU2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3921119724(NAD 83)
 KU2603_MARKER: DS = TRIANGULATION STATION DISK
 KU2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2603
 KU2603  HISTORY     - Date     Condition        Report By
 KU2603  HISTORY     - 1951     MONUMENTED       CGS
 KU2603  HISTORY     - 1967     MARK NOT FOUND   CGS
 KU2603
 KU2603                          STATION DESCRIPTION
 KU2603
 KU2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFW)
 KU2603'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF HUNTINGTON
 KU2603'ON THE HIGHEST ELEVATION OF THE DIX HILLS AND IN THE NORTH REAR
 KU2603'LAWN OF THE GOULD ESTATE, NOW UNOCCUPIED.  THE MARK IS 72 FEET
 KU2603'SOUTHEAST OF THE CENTER OF A TURN AROUND DRIVE, 51 FEET SOUTH OF
 KU2603'A 20 INCH TREE, 48.8 FEET DUE NORTH OF THE EAST ARCH OF THE
 KU2603'NORTHEAST PATIO WALL AND 54.8 FEET EAST OF THE NORTHEAST CORNER OF
 KU2603'THE PORCH ON NORTH SIDE OF THE MANSION.  IT IS FLUSH WITH THE
 KU2603'SURFACE AND IS STAMPED DIX 1951.
 KU2603'
 KU2603'REFERENCE MARK NO. 1 IS 7 FEET DUE EAST OF THE SOUTHEAST CORNER OF
 KU2603'THE NORTHEAST PATIO.  IT IS FLUSH WITH THE GROUND AND STAMPED DIX
 KU2603'NO. 1 1951.
 KU2603'
 KU2603'REFERENCE MARK NO. 2 IS 34 FEET DUE WEST OF THE NORTHWEST CORNER
 KU2603'OF THE PORCH ON THE NORTH SIDE OF THE MANSION AND 10 FEET WEST OF
 KU2603'THE CENTERLINE OF MAIN DRIVEWAY.  IT IS FLUSH WITH THE GROUND AND
 KU2603'IS STAMPED DIX NO. 2 1951.
 KU2603'
 KU2603'THE AZIMUTH MARK IS 16 FEET EAST OF THE MACADAM ROAD LEADING TO
 KU2603'THE SERVANTS QUARTERS AND 5 FEET NORTH OF A WITNESS POST.  THE
 KU2603'MARK PROJECTS 2 INCHES AND IS STAMPED DIX 1951.  IT IS
 KU2603'APPROXIMATELY 0.25 MILE BY ROAD FROM THE STATION.
 KU2603'
 KU2603'TO REACH THE STATION FROM THE EAST END OF THE NORTHERN STATE
 KU2603'PARKWAY WHERE IT INTERSECTS DEER PARK AVENUE, ABOUT 2 MILES
 KU2603'SOUTHEAST OF HUNTINGTON, GO SOUTH ON DEER PARK AVENUE FOR 0.2
 KU2603'MILE TO CORTLAND ROAD.  THENCE, RIGHT ON CORTLAND ROAD FOR 0.5
 KU2603'MILE TO DRIVEWAY ON LEFT.  GO LEFT INTO DRIVEWAY AND FOLLOW SAME
 KU2603'TO THE GOULD MANSION ABOUT 1/4 MILE DISTANT AND STATION SITE.
 KU2603
 KU2603                          STATION RECOVERY (1967)
 KU2603
 KU2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2603'STATION SEARCHED FOR BUT WAS NOT RECOVERED.  A NEW HOUSING
 KU2603'DEVELOPMENT HAS BEEN BUILT IN THIS AREA AND APPEARS THAT THIS
 KU2603'STATION WAS DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2090 ***********************************************************************
 PG2090  DESIGNATION -  DIX
 PG2090  PID         -  PG2090
 PG2090  STATE/COUNTY-  NY/ESSEX
 PG2090  USGS QUAD   -  
 PG2090
 PG2090                         *CURRENT SURVEY CONTROL
 PG2090  ___________________________________________________________________
 PG2090* NAD 83(1996)-  44 04 56.20963(N)    073 47 11.40094(W)     ADJUSTED  
 PG2090* NAVD 88     -      1470.     (meters)    4823.     (feet)  SCALED    
 PG2090  ___________________________________________________________________
 PG2090  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 PG2090  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 PG2090
 PG2090  HORZ ORDER  -  SECOND
 PG2090
 PG2090.The horizontal coordinates were established by classical geodetic methods
 PG2090.and adjusted by the National Geodetic Survey in January 1999..
 PG2090
 PG2090.The orthometric height was scaled from a topographic map.
 PG2090
 PG2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2090
 PG2090.The geoid height was determined by GEOID03.
 PG2090
 PG2090;                    North         East     Units Scale Factor Converg.
 PG2090;SPC NY E     -   583,152.365   207,142.287   MT  0.99994015   +0 29 47.0
 PG2090;SPC NY E     - 1,913,225.72    679,599.32   sFT  0.99994015   +0 29 47.0
 PG2090;UTM  18      - 4,881,727.446   597,156.953   MT  0.99971609   +0 50 39.4
 PG2090
 PG2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2090!SPC NY E     -   0.99977397  x   0.99994015  =   0.99971414
 PG2090!UTM  18      -   0.99977397  x   0.99971609  =   0.99949013
 PG2090
 PG2090:                Primary Azimuth Mark                     Grid Az
 PG2090:SPC NY E     -  MAKOMIS                                  085 40 45.6
 PG2090:UTM  18      -  MAKOMIS                                  085 19 53.2
 PG2090
 PG2090|---------------------------------------------------------------------|
 PG2090| PID    Reference Object                     Distance      Geod. Az  |
 PG2090|                                                           dddmmss.s |
 PG2090| PG2080 MAKOMIS                             APPROX. 9.8 KM 0861032.6 |
 PG2090| PG2092 VC 10 NYAS 1873                      60.528 METERS 16119     |
 PG2090| DA4984 DIX RM 2                              6.929 METERS 25413     |
 PG2090|---------------------------------------------------------------------|
 PG2090
 PG2090                          SUPERSEDED SURVEY CONTROL
 PG2090
 PG2090  NAD 83(1996)-  44 04 56.21139(N)    073 47 11.40148(W) AD(       ) 2
 PG2090  NAD 83(1992)-  44 04 56.21092(N)    073 47 11.40663(W) AD(       ) 2
 PG2090  NAD 83(1986)-  44 04 56.21593(N)    073 47 11.40465(W) AD(       ) 2
 PG2090  NAD 27      -  44 04 56.02800(N)    073 47 12.92100(W) AD(       ) 2
 PG2090
 PG2090.Superseded values are not recommended for survey control.
 PG2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2090.See file dsdata.txt to determine how the superseded data were derived.
 PG2090
 PG2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP9715781727(NAD 83)
 PG2090
 PG2090  HISTORY     - Date     Condition        Report By
 PG2090  HISTORY     - 1942     MONUMENTED       CGS
 PG2090  HISTORY     - 1943     SEE DESCRIPTION  CGS
 PG2090
 PG2090                          STATION DESCRIPTION
 PG2090
 PG2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PG2090'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF KEENE VALLEY ON THE
 PG2090'SUMMIT OF DIX MT.  IT IS ABOUT 200 FT. NORTH-NORTHWEST OF THE
 PG2090'HIGHEST POINT AND IS STAMPED DIX 1942.
 PG2090'
 PG2090'R.M. NO.1 IS SOUTH-SOUTHEAST OF THE STATION AND ON THE HIGHEST
 PG2090'POINT OF THE MOUNTAIN.  IT IS AN ADIRONDACK SURVEY DISK SET IN A
 PG2090'DRILL HOLE IN BEDROCK AND IS STAMPED VC 10 1873.
 PG2090'
 PG2090'R.M. NO.2 IS WEST-SOUTHWEST OF THE STATION.  IT IS STAMPED DIX
 PG2090'NO. 2 1942.
 PG2090'
 PG2090'STATION MAKOMIS CAN BE USED AS AN AZIMUTH MARK.  IT IS 30-FEET
 PG2090'EAST BY SOUTHEAST OF A RANGERS CABIN AND 10 FT. SOUTH OF A
 PG2090'LARGE BOULDER.  IT IS STAMPED MAKOMIS 1942 AND IS FLUSH WITH THE
 PG2090'GROUND.
 PG2090'
 PG2090'TO REACH THE STATION FROM THE POST OFFICE IN KEENE VALLEY, GO
 PG2090'SOUTH ON N.Y. STATE HIGHWAY NO. 86A FOR 2.7 MILES TO A SIGN ON THE
 PG2090'RIGHT AUSABLE CLUB ST. HUBERTS ON THE RIGHT THEN RIGHT ON A
 PG2090'GRAVEL ROAD FOR 0.4 MILE TO A GRAVEL T ROAD ON THE LEFT.  THEN
 PG2090'LEFT FOR 0.2 MILE TO WHERE MAIN ROAD CURVES SHARP LEFT AND A
 PG2090'TRACK ROAD CONTINUES STRAIGHT AHEAD.  END OF TRUCK TRAVEL.
 PG2090'TRAIL STARTS ON THE TRACK ROAD AND IS MARKED WITH BLUE TRAIL
 PG2090'MARKERS.  6.5 MILE OR 5 HOUR PACK.
 PG2090'
 PG2090'TO REACH MAKOMIS (AZIMUTH MARK) FROM THE JUNCTION OF U.S. 9 AND
 PG2090'N.Y. 86A ABOUT 10 MILES SOUTH OF ELIZABETHTOWN, GO SOUTH ON NO. 9
 PG2090'FOR 1.15 MILES TO A T-ROAD ON THE LEFT.  THEN LEFT, PASSING TO THE
 PG2090'RIGHT OF A BROWN COTTAGE, FOR 0.05 MILE TO A FORK.  THEN RIGHT
 PG2090'FORK FOR 0.45 MILE TO A GARAGE AND END OF TRUCK TRAVEL.  TRAIL IS
 PG2090'ON RIGHT ABOUT 25 YARDS BEYOND GARAGE.  20 MINUTE PACK.
 PG2090
 PG2090                          STATION RECOVERY (1943)
 PG2090
 PG2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 PG2090'THE STATION, AND REFERENCE MARK NO.2 (NOTES 2 AND 12A) AND THE
 PG2090'ADIRONDACK SURVEY MARK NO. VC 10 1873, RECOVERED AS DESCRIBED AND
 PG2090'FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION SUBMITTED BY LT.
 PG2090'F.B. QUINN ADEQUATE.
 PG2090'
 PG2090'OBSERVATIONS MADE FROM A 4-FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2189 ***********************************************************************
 NA2189  DESIGNATION -  DIX DCW
 NA2189  PID         -  NA2189
 NA2189  STATE/COUNTY-  NY/CHENANGO
 NA2189  USGS QUAD   -  SIDNEY (1982)
 NA2189
 NA2189                         *CURRENT SURVEY CONTROL
 NA2189  ___________________________________________________________________
 NA2189* NAD 83(1996)-  42 18 13.47059(N)    075 28 52.57205(W)     ADJUSTED  
 NA2189* NAVD 88     -       349.7    (meters)    1147.     (feet)  VERTCON   
 NA2189  ___________________________________________________________________
 NA2189  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NA2189  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 NA2189
 NA2189  HORZ ORDER  -  SECOND
 NA2189
 NA2189.The horizontal coordinates were established by classical geodetic methods
 NA2189.and adjusted by the National Geodetic Survey in January 1999..
 NA2189
 NA2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2189
 NA2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2189
 NA2189.The geoid height was determined by GEOID03.
 NA2189
 NA2189;                    North         East     Units Scale Factor Converg.
 NA2189;SPC NY C     -   256,418.576   340,866.136   MT  1.00003905   +0 44 30.5
 NA2189;SPC NY C     -   841,266.61  1,118,324.98   sFT  1.00003905   +0 44 30.5
 NA2189;UTM  18      - 4,683,613.360   460,332.427   MT  0.99961936   -0 19 26.1
 NA2189
 NA2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2189!SPC NY C     -   0.99995009  x   1.00003905  =   0.99998914
 NA2189!UTM  18      -   0.99995009  x   0.99961936  =   0.99956947
 NA2189
 NA2189|---------------------------------------------------------------------|
 NA2189| PID    Reference Object                     Distance      Geod. Az  |
 NA2189|                                                           dddmmss.s |
 NA2189| CZ8185 DIX DCW RM 1                          7.022 METERS 04402     |
 NA2189| NA2194 DIX DCW AZ MK                       APPROX. 0.8 KM 1234719.9 |
 NA2189| NA2190 DIX DCW RM 2                         15.940 METERS 19606     |
 NA2189|---------------------------------------------------------------------|
 NA2189
 NA2189                          SUPERSEDED SURVEY CONTROL
 NA2189
 NA2189  NAD 83(1986)-  42 18 13.47654(N)    075 28 52.57341(W) AD(       ) 2
 NA2189  NAD 27      -  42 18 13.18547(N)    075 28 53.92066(W) AD(       ) 2
 NA2189  NGVD 29 (07/19/86)  349.8    (m)         1148.     (f) VERT ANG       
 NA2189
 NA2189.Superseded values are not recommended for survey control.
 NA2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2189.See file dsdata.txt to determine how the superseded data were derived.
 NA2189
 NA2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6033283613(NAD 83)
 NA2189_MARKER: A = ALUMINUM MARKER
 NA2189_SETTING: 0 = UNSPECIFIED SETTING
 NA2189
 NA2189  HISTORY     - Date     Condition        Report By
 NA2189  HISTORY     - 1970     MONUMENTED       NYDT
 NA2189  HISTORY     - 1976     GOOD             NGS
 NA2189
 NA2189                          STATION DESCRIPTION
 NA2189
 NA2189'DESCRIBED BY NY DEPT OF TRANSP 1970 (DCW)
 NA2189'THE STATION IS A PUNCH MARK IN THE TOP OF AN ALUMINUM CAP ON A
 NA2189'5/8 IN IRON PIN SET 0.1 BELOW THE GROUND AND STAMPED DIX,DCW.
 NA2189'
 NA2189'IT IS 34.90 FT SSW OF AN 18 IN MAPLE TREE, 14.45 FT S OF A
 NA2189'N AND R IN A 9 IN IRONWOOD, 13.13 FT NNE OF A N AND R IN
 NA2189'36 IN CHERRY TREE, AND 2.1 FT SSE OF A WITNESS POST.
 NA2189'
 NA2189'TO REACH THE STATION FROM THE INTERSECTION OF N.Y. ROUTES 7 AND
 NA2189'206 IN THE VILLAGE OF BAINBRIDGE, CHENANGO CO., NEW YORK, PROCEED
 NA2189'0.35 MI. E OF N.Y. ROUTE 7 TO FREOIT STREET, TURN LEFT AND GO
 NA2189'0.10 MI TO GREENLAWN AVENUE, TURN LEFT ONTO GREENLAWN AVENUE AND
 NA2189'GO 0.50 MI. TO HILLSIDE AVE., TURN RIGHT AND PROCEED TO THE END OF
 NA2189'THE STREET AND THEN WALK NE ABOUT 900 FT TO THE STATION.
 NA2189
 NA2189                          STATION RECOVERY (1976)
 NA2189
 NA2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 NA2189'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF BAINBRIDGE
 NA2189'AT THE SOUTHEAST EDGE OF A WOODED AREA ON PROPERTY OWNED BY
 NA2189'GEORGE HANCOCK, BAINBRIDGE, NEW YORK.
 NA2189'
 NA2189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 206
 NA2189'AND 7 IN THE CENTER OF BAINBRIDGE, GO EAST ON HIGHWAY 7 FOR
 NA2189'0.35 MILE TO FREDIT AVENUE.  TURN LEFT ON FREDIT AVENUE AND GO
 NA2189'NORTH FOR 0.1 MILE TO PRUYN STREET.  (TO REACH THE AZIMUTH MARK
 NA2189'FROM THIS POINT, TURN RIGHT AND GO EAST ON PRUYN STREET FOR 0.15
 NA2189'MILE TO THE AMERICAN PLASTIC COMPANY AND THE MARK ON THE
 NA2189'RIGHT.) CONTINUE NORTH ON FREDIT AVENUE FOR 0.25 MILE TO A
 NA2189'GATE.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 NA2189'TO AN OLD HOUSE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NA2189'NORTHEASTERLY UP HILL FOR ABOUT 0.1 MILE TO THE WOODS LINE
 NA2189'AND THE STATION.
 NA2189'
 NA2189'STATION MARK, STAMPED---DIX DCW---, IS A 2-INCH ALUMINUM CAP ATTACHED
 NA2189'TO A 5/8-INCH IRON ROD WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 NA2189'IT IS 34 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 12 FEET
 NA2189'NORTHEAST OF A 48-INCH CHERRY TREE AND 2 FEET SOUTH-SOUTHEAST
 NA2189'OF A FENCE.
 NA2189'
 NA2189'REFERENCE MARK 1, STAMPED---DIX DCW NO 1 1976---, IS A STANDARD
 NA2189'DISK BRAZED TO THE TOP OF A 2-INCH STEEL PIPE SET IN CONCRETE
 NA2189'AND PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 11.5 FEET
 NA2189'SOUTH-SOUTHWEST OF A 24-INCH MAPLE TREE AND 2 FEET
 NA2189'SOUTH-SOUTHEAST OF A FENCE.  IT IS ABOUT THE SAME ELEVATION AS
 NA2189'THE STATION.
 NA2189'
 NA2189'REFERENCE MARK 2, STAMPED---DIX DCW NO 2 1976---, IS A STANDARD
 NA2189'DISK BRAZED TO THE TOP OF A 2-INCH STEEL PIPE SET IN CONCRETE
 NA2189'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 40 FEET
 NA2189'SOUTH-SOUTHWEST OF A 48-INCH CHERRY TREE, 28 FEET SOUTHEAST OF
 NA2189'A FENCE AND ABOUT 6 FEET BELOW THE LEVEL OF THE STATION.
 NA2189'
 NA2189'AZIMUTH MARK, STAMPED---DIX DCW 1976---, IS A STANDARD DISK SET
 NA2189'IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 NA2189'INCHES BELOW THE GROUND SURFACE.  IT IS 174 FEET SOUTHWEST OF
 NA2189'THE SOUTHWEST CORNER OF THE AMERICAN PLASTIC BUILDING, 95 FEET
 NA2189'SOUTH OF THE CENTER OF PRUYN STREET, 87 FEET NORTHWEST OF
 NA2189'POWERLINE POLE NUMBERED 4 2500L AND 85 FEET WEST OF THE WEST
 NA2189'MAIN RAIL OF A RAILROAD TRACK.
 NA2189'
 NA2189'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METER.
 NA2189'
 NA2189'DESCRIBED BY C.L. CROW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2194 ***********************************************************************
 NA2194  DESIGNATION -  DIX DCW AZ MK
 NA2194  PID         -  NA2194
 NA2194  STATE/COUNTY-  NY/CHENANGO
 NA2194  USGS QUAD   -  SIDNEY (1982)
 NA2194
 NA2194                         *CURRENT SURVEY CONTROL
 NA2194  ___________________________________________________________________
 NA2194* NAD 83(1996)-  42 17 59.51383(N)    075 28 24.47824(W)     ADJUSTED  
 NA2194* NAVD 88     -       301.33   (+/-2cm)     988.6    (feet)  VERTCON   
 NA2194  ___________________________________________________________________
 NA2194  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 NA2194  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NA2194
 NA2194  HORZ ORDER  -  SECOND
 NA2194  VERT ORDER  -  THIRD ? (See Below)
 NA2194
 NA2194.The horizontal coordinates were established by classical geodetic methods
 NA2194.and adjusted by the National Geodetic Survey in January 1999..
 NA2194
 NA2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2194.The vertical order pertains to the NGVD 29 superseded value.
 NA2194
 NA2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2194
 NA2194.The geoid height was determined by GEOID03.
 NA2194
 NA2194;                    North         East     Units Scale Factor Converg.
 NA2194;SPC NY C     -   255,996.315   341,515.192   MT  1.00004051   +0 44 49.2
 NA2194;SPC NY C     -   839,881.24  1,120,454.43   sFT  1.00004051   +0 44 49.2
 NA2194;UTM  18      - 4,683,179.284   460,973.247   MT  0.99961874   -0 19 07.1
 NA2194
 NA2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2194!SPC NY C     -   0.99995767  x   1.00004051  =   0.99999818
 NA2194!UTM  18      -   0.99995767  x   0.99961874  =   0.99957643
 NA2194
 NA2194|---------------------------------------------------------------------|
 NA2194| PID    Reference Object                     Distance      Geod. Az  |
 NA2194|                                                           dddmmss.s |
 NA2194| NA2193 DIX DCW AZ MK A PT                    5.945 METERS 17450     |
 NA2194| NA2189 DIX DCW                             APPROX. 0.8 KM 3034738.8 |
 NA2194|---------------------------------------------------------------------|
 NA2194
 NA2194                          SUPERSEDED SURVEY CONTROL
 NA2194
 NA2194  NAD 83(1986)-  42 17 59.51971(N)    075 28 24.47920(W) AD(       ) 2
 NA2194  NAD 27      -  42 17 59.22858(N)    075 28 25.82778(W) AD(       ) 2
 NA2194  NGVD 29 (07/19/86)  301.45   (m)          989.0    (f) LEVELING    3  
 NA2194
 NA2194.Superseded values are not recommended for survey control.
 NA2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2194.See file dsdata.txt to determine how the superseded data were derived.
 NA2194
 NA2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6097383179(NAD 83)
 NA2194_MARKER: DZ = AZIMUTH MARK DISK
 NA2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NA2194
 NA2194  HISTORY     - Date     Condition        Report By
 NA2194  HISTORY     - 1976     MONUMENTED       NGS
 NA2194
 NA2194                          STATION DESCRIPTION
 NA2194
 NA2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 NA2194'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF BAINBRIDGE AND ON
 NA2194'PROPERTY OF THE RAILROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 NA2194'THE JUNCTION OF STATE HIGHWAYS 206 AND 7 IN THE CENTER OF
 NA2194'BAINBRIDGE, GO EAST ON HIGHWAY 7 FOR 0.35 MILE TO FREDIT
 NA2194'AVENUE.  TURN LEFT ON FREDIT AVENUE AND GO NORTH FOR 0.1 MILE TO
 NA2194'PRUYN STREET.  TURN RIGHT AND GO EAST ON PRUYN STREET FOR 0.15
 NA2194'MILE TO THE AMERICAN PLASTIC COMPANY AND THE MARK ON THE RIGHT.
 NA2194'
 NA2194'STATION MARK, STAMPED---DIX DCW 1976---, IS A STANDARD AZIMUTH MARK
 NA2194'DISK SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NA2194'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 174 FEET SOUTHWEST
 NA2194'OF THE SOUTHWEST CORNER OF THE AMERICAN PLASTIC BUILDING, 95 FEET
 NA2194'SOUTH OF THE CENTER OF PRUYN STREET, 87 FEET NORTHWEST OF
 NA2194'POWERLINE POLE NUMBERED 4 2500L AND 85 FEET WEST OF THE WEST
 NA2194'MAIN RAIL OF A RAILROAD TRACK.
 NA2194'
 NA2194'AN ELECTRONIC DISTANCE TRAVERSE WAS MADE TO TRAVERSE STATION
 NA2194'DIX DCW, THE DISTANCE BEING 774.279 METERS, REDUCED TO SEA LEVEL.
 NA2194'
 NA2194'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2190 ***********************************************************************
 NA2190  DESIGNATION -  DIX DCW RM 2
 NA2190  PID         -  NA2190
 NA2190  STATE/COUNTY-  NY/CHENANGO
 NA2190  USGS QUAD   -  SIDNEY (1982)
 NA2190
 NA2190                         *CURRENT SURVEY CONTROL
 NA2190  ___________________________________________________________________
 NA2190* NAD 83(1996)-  42 18 12.97425(N)    075 28 52.76506(W)     ADJUSTED  
 NA2190* NAVD 88     -       347.9    (meters)    1141.     (feet)  VERTCON   
 NA2190  ___________________________________________________________________
 NA2190  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NA2190  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 NA2190
 NA2190  HORZ ORDER  -  SECOND
 NA2190
 NA2190.The horizontal coordinates were established by classical geodetic methods
 NA2190.and adjusted by the National Geodetic Survey in January 1999..
 NA2190
 NA2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2190
 NA2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2190
 NA2190.The geoid height was determined by GEOID03.
 NA2190
 NA2190;                    North         East     Units Scale Factor Converg.
 NA2190;SPC NY C     -   256,403.204   340,861.914   MT  1.00003905   +0 44 30.4
 NA2190;SPC NY C     -   841,216.18  1,118,311.13   sFT  1.00003905   +0 44 30.4
 NA2190;UTM  18      - 4,683,598.077   460,327.921   MT  0.99961936   -0 19 26.3
 NA2190
 NA2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2190!SPC NY C     -   0.99995037  x   1.00003905  =   0.99998942
 NA2190!UTM  18      -   0.99995037  x   0.99961936  =   0.99956975
 NA2190
 NA2190|---------------------------------------------------------------------|
 NA2190| PID    Reference Object                     Distance      Geod. Az  |
 NA2190|                                                           dddmmss.s |
 NA2190| NA2189 DIX DCW                              15.940 METERS 01606     |
 NA2190| NA2185 NEFF                                APPROX. 4.6 KM 1262552.9 |
 NA2190|---------------------------------------------------------------------|
 NA2190
 NA2190                          SUPERSEDED SURVEY CONTROL
 NA2190
 NA2190  NAD 83(1986)-  42 18 12.98031(N)    075 28 52.76638(W) AD(       ) 2
 NA2190  NAD 27      -  42 18 12.68913(N)    075 28 54.11367(W) AD(       ) 2
 NA2190  NGVD 29 (07/19/86)  348.0    (m)         1142.     (f) VERT ANG       
 NA2190
 NA2190.Superseded values are not recommended for survey control.
 NA2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2190.See file dsdata.txt to determine how the superseded data were derived.
 NA2190
 NA2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6032883598(NAD 83)
 NA2190_MARKER: DR = REFERENCE MARK DISK
 NA2190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NA2190
 NA2190  HISTORY     - Date     Condition        Report By
 NA2190  HISTORY     - 1976     MONUMENTED       NGS
 NA2190
 NA2190                          STATION DESCRIPTION
 NA2190
 NA2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 NA2190'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF BAINBRIDGE AT THE
 NA2190'SOUTHEAST EDGE OF A WOODED AREA ON PROPERTY OWNED BY GEORGE
 NA2190'HANCOCK, BAINBRIDGE, NEW YORK.
 NA2190'
 NA2190'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 206 AND
 NA2190'7 IN THE CENTER OF BAINBRIDGE, GO EAST ON HIGHWAY 7 FOR 0.35 MILE
 NA2190'TO FREDIT AVENUE.  TURN LEFT ON FREDIT AVENUE AND GO NORTH FOR 0.1
 NA2190'MILE TO PRUYN STREET.  CONTINUE NORTH ON FREDIT AVENUE FOR 0.25
 NA2190'MILE TO A GATE.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 NA2190'TO AN OLD HOUSE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NA2190'NORTHEASTERLY UP HILL FOR ABOUT 0.1 MILE TO THE WOODS LINE AND
 NA2190'THE STATION.
 NA2190'
 NA2190'STATION MARK, STAMPED---DIX DCW NO 2 1976---, IS A STANDARD
 NA2190'REFERENCE MARK DISK BRAZED TO THE TOP OF A 2-INCH STEEL PIPE
 NA2190'SET IN CONCRETE THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 40
 NA2190'FEET SOUTH-SOUTHWEST OF A 48-INCH CHERRY TREE, 28 FEET SOUTHEAST
 NA2190'OF A FENCE.
 NA2190'
 NA2190'DIX DCW, STAMPED---DIX DCW---, IS A 2-INCH ALUMINUM CAP ATTACHED
 NA2190'TO A 5/8-INCH IRON ROD WHICH IS 1 INCH BELOW THE GROUND
 NA2190'SURFACE.  IT IS 34 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 12 FEET
 NA2190'NORTHEAST OF A 48-INCH CHERRY TREE AND 2 FEET SOUTH-SOUTHEAST OF
 NA2190'A FENCE.
 NA2190'
 NA2190'AN ELECTRONIC DISTANCE TRAVERSE WAS MADE TO TRILATERATION STATION
 NA2190'NEFF, THE DISTANCE BEING 4567.233 METERS, REDUCED TO SEA LEVEL.
 NA2190'
 NA2190'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2598 ***********************************************************************
 KU2598  DESIGNATION -  DIX HILLS WATER DIST W TK
 KU2598  PID         -  KU2598
 KU2598  STATE/COUNTY-  NY/SUFFOLK
 KU2598  USGS QUAD   -  GREENLAWN (1979)
 KU2598
 KU2598                         *CURRENT SURVEY CONTROL
 KU2598  ___________________________________________________________________
 KU2598* NAD 83(1996)-  40 48 40.05760(N)    073 21 01.86027(W)     ADJUSTED  
 KU2598* NAVD 88     -                                                        
 KU2598  ___________________________________________________________________
 KU2598  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KU2598  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KU2598
 KU2598  HORZ ORDER  -  THIRD
 KU2598
 KU2598.The horizontal coordinates were established by classical geodetic methods
 KU2598.and adjusted by the National Geodetic Survey in January 1999..
 KU2598
 KU2598
 KU2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2598
 KU2598.The geoid height was determined by GEOID03.
 KU2598
 KU2598;                    North         East     Units Scale Factor Converg.
 KU2598;SPC NY L     -    71,768.070   354,799.315   MT  0.99999513   +0 25 29.3
 KU2598;SPC NY L     -   235,459.08  1,164,037.42   sFT  0.99999513   +0 25 29.3
 KU2598;UTM  18      - 4,519,099.746   639,122.152   MT  0.99983823   +1 04 41.6
 KU2598
 KU2598                          SUPERSEDED SURVEY CONTROL
 KU2598
 KU2598  NAD 83(1996)-  40 48 40.05994(N)    073 21 01.85930(W) AD(       ) 4
 KU2598  NAD 83(1992)-  40 48 40.05933(N)    073 21 01.85840(W) AD(       ) 4
 KU2598  NAD 83(1986)-  40 48 40.06116(N)    073 21 01.86044(W) AD(       ) 4
 KU2598  NAD 27      -  40 48 39.70952(N)    073 21 03.43208(W) AD(       ) 3
 KU2598
 KU2598.Superseded values are not recommended for survey control.
 KU2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2598.See file dsdata.txt to determine how the superseded data were derived.
 KU2598
 KU2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3912219100(NAD 83)
 KU2598_MARKER: 53 = ELEVATED TANK
 KU2598
 KU2598  HISTORY     - Date     Condition        Report By
 KU2598  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2598  HISTORY     - 1988     GOOD             USPSQD
 KU2598
 KU2598                          STATION DESCRIPTION
 KU2598
 KU2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2598'THE STATION IS THE CAP ATOP A LARGE SILVER METAL WATER TANK WITH
 KU2598'THE BLACK LETTERING DIX HILLS WATER DISTRICT ON THE NORTH AND
 KU2598'SOUTH SIDES OF THE TANK.  IT IS SUPPORTED BY EIGHT METAL LEGS
 KU2598'PAINTED SILVER.  THE OVER-ALL HEIGHT IS 145 FEET.
 KU2598'
 KU2598'THE TANK IS LOCATED IN DIX HILLS AND ABOUT 1.0 MILE NORTH OF THE
 KU2598'LONG ISLAND EXPRESSWAY AND 0.75 MILE SOUTH OF THE NORTHERN STATE
 KU2598'PARKWAY.
 KU2598'
 KU2598'TO REACH THE TANK FROM THE JUNCTION OF DEER PARK AVENUE (COUNTY
 KU2598'ROUTE 35) AND THE LONG ISLAND EXPRESSWAY (495) IN DIX HILLS, GO
 KU2598'NORTH ON DEER PARK ROAD FOR 1.0 MILE TO THE VANDERBILT PARKWAY.
 KU2598'CONTINUE NORTH ON DEER PARK ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.
 KU2598'TURN LEFT AND GO WEST ON WOLF HILL ROAD FOR 0.4 MILE TO A SIDE
 KU2598'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.1 MILE TO
 KU2598'THE TANK.
 KU2598
 KU2598                          STATION RECOVERY (1988)
 KU2598
 KU2598'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAD)
 KU2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2613 ***********************************************************************
 KU2613  DESIGNATION -  DIX HILLS WATER DIST TK
 KU2613  PID         -  KU2613
 KU2613  STATE/COUNTY-  NY/SUFFOLK
 KU2613  USGS QUAD   -  GREENLAWN (1979)
 KU2613
 KU2613                         *CURRENT SURVEY CONTROL
 KU2613  ___________________________________________________________________
 KU2613* NAD 83(1996)-  40 48 52.09346(N)    073 18 50.00647(W)     ADJUSTED  
 KU2613* NAVD 88     -                                                        
 KU2613  ___________________________________________________________________
 KU2613  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KU2613  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 KU2613
 KU2613  HORZ ORDER  -  THIRD
 KU2613
 KU2613.The horizontal coordinates were established by classical geodetic methods
 KU2613.and adjusted by the National Geodetic Survey in January 1999..
 KU2613
 KU2613
 KU2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2613
 KU2613.The geoid height was determined by GEOID03.
 KU2613
 KU2613;                    North         East     Units Scale Factor Converg.
 KU2613;SPC NY L     -    72,162.890   357,886.622   MT  0.99999509   +0 26 55.6
 KU2613;SPC NY L     -   236,754.41  1,174,166.36   sFT  0.99999509   +0 26 55.6
 KU2613;UTM  18      - 4,519,529.683   642,204.288   MT  0.99984890   +1 06 08.1
 KU2613
 KU2613                          SUPERSEDED SURVEY CONTROL
 KU2613
 KU2613  NAD 83(1996)-  40 48 52.09579(N)    073 18 50.00573(W) AD(       ) 4
 KU2613  NAD 83(1992)-  40 48 52.09510(N)    073 18 50.00492(W) AD(       ) 4
 KU2613  NAD 83(1986)-  40 48 52.09717(N)    073 18 50.00670(W) AD(       ) 4
 KU2613  NAD 27      -  40 48 51.74604(N)    073 18 51.58047(W) AD(       ) 3
 KU2613
 KU2613.Superseded values are not recommended for survey control.
 KU2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2613.See file dsdata.txt to determine how the superseded data were derived.
 KU2613
 KU2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4220419530(NAD 83)
 KU2613_MARKER: 53 = ELEVATED TANK
 KU2613
 KU2613  HISTORY     - Date     Condition        Report By
 KU2613  HISTORY     - 1967     FIRST OBSERVED   CGS
 KU2613
 KU2613                          STATION DESCRIPTION
 KU2613
 KU2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2613'THE STATION IS THE RED LIGHT ATOP A LARGE METAL WATER TANK PAINTED
 KU2613'LIGHT GREEN WITH A DARK GREEN STRIPE AROUND THE CENTER.  ON THE
 KU2613'DARK GREEN STRIPE IS PAINTED DIX HILLS WATER DISTRICT IN WHITE
 KU2613'LETTERS.  THE TANK IS SUPPORTED BY AN EIGHT LEGGED METAL STRUCTURE
 KU2613'AND THE OVER-ALL HEIGHT IS 130 FEET.
 KU2613'
 KU2613'THE TANK IS LOCATED IN THE OAKS HOUSING DEVELOPMENT IN DIX HILLS
 KU2613'AND IS OWNED BY THE DIX HILLS WATER DISTRICT.  TO REACH THE
 KU2613'STATION FROM THE JUNCTION OF COMMACK ROAD AND VANDERBILT PARKWAY,
 KU2613'GO WEST ALONG VANDERBILT PARKWAY FOR 1.4 MILES TO A SIDE ROAD
 KU2613'LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILE ON A PAVED AND DIRT
 KU2613'ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1508 ***********************************************************************
 OD1508  DESIGNATION -  DIXON USLS 1915
 OD1508  PID         -  OD1508
 OD1508  STATE/COUNTY-  NY/WASHINGTON
 OD1508  USGS QUAD   -  SCHUYLERVILLE (1967)
 OD1508
 OD1508                         *CURRENT SURVEY CONTROL
 OD1508  ___________________________________________________________________
 OD1508* NAD 83(1996)-  43 03 37.71201(N)    073 31 36.28457(W)     ADJUSTED  
 OD1508* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 OD1508  ___________________________________________________________________
 OD1508  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 OD1508  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 OD1508
 OD1508  HORZ ORDER  -  THIRD
 OD1508
 OD1508.The horizontal coordinates were established by classical geodetic methods
 OD1508.and adjusted by the National Geodetic Survey in January 1999..
 OD1508
 OD1508.The orthometric height was scaled from a topographic map.
 OD1508
 OD1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1508
 OD1508.The geoid height was determined by GEOID03.
 OD1508
 OD1508;                    North         East     Units Scale Factor Converg.
 OD1508;SPC NY E     -   469,849.433   229,274.558   MT  0.99997729   +0 39 52.4
 OD1508;SPC NY E     - 1,541,497.68    752,211.61   sFT  0.99997729   +0 39 52.4
 OD1508;UTM  18      - 4,768,583.728   619,965.610   MT  0.99977705   +1 00 21.6
 OD1508
 OD1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1508!SPC NY E     -   0.99996468  x   0.99997729  =   0.99994197
 OD1508!UTM  18      -   0.99996468  x   0.99977705  =   0.99974173
 OD1508
 OD1508:                Primary Azimuth Mark                     Grid Az
 OD1508:SPC NY E     -  STEVENS                                  190 57 43.4
 OD1508:UTM  18      -  STEVENS                                  190 37 14.2
 OD1508
 OD1508|---------------------------------------------------------------------|
 OD1508| PID    Reference Object                     Distance      Geod. Az  |
 OD1508|                                                           dddmmss.s |
 OD1508| MZ2311 STEVENS                             APPROX. 7.7 KM 1913735.8 |
 OD1508|---------------------------------------------------------------------|
 OD1508
 OD1508                          SUPERSEDED SURVEY CONTROL
 OD1508
 OD1508  NAD 83(1996)-  43 03 37.71411(N)    073 31 36.28562(W) AD(       ) 3
 OD1508  NAD 83(1996)-  43 03 37.71422(N)    073 31 36.28577(W) AD(       ) 3
 OD1508  NAD 83(1992)-  43 03 37.71486(N)    073 31 36.28565(W) AD(       ) 3
 OD1508  NAD 83(1992)-  43 03 37.71493(N)    073 31 36.28575(W) AD(       ) 3
 OD1508  NAD 83(1986)-  43 03 37.71619(N)    073 31 36.28501(W) AD(       ) 3
 OD1508  NAD 27      -  43 03 37.44539(N)    073 31 37.87930(W) AD(       ) 3
 OD1508
 OD1508.Superseded values are not recommended for survey control.
 OD1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1508.See file dsdata.txt to determine how the superseded data were derived.
 OD1508
 OD1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1996668584(NAD 83)
 OD1508_MARKER: H = DRILL HOLE
 OD1508_SETTING: 0 = UNSPECIFIED SETTING
 OD1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1508
 OD1508  HISTORY     - Date     Condition        Report By
 OD1508  HISTORY     - 1915     MONUMENTED       USLS
 OD1508
 OD1508                          STATION DESCRIPTION
 OD1508
 OD1508'DESCRIBED BY US LAKE SURVEY 1915
 OD1508'STATION IS ON FARM OF C.D. DIXON, 2-1/4 MILES SE OF GREENWICH,
 OD1508'ON THE LARGEST AND MOST PROMINENT POINT OF ROCK EXTENDING TO
 OD1508'THE W, ABOUT 20 FEET LOWER THAN THE S SUMMIT OF LOUSE MT.  MARKED
 OD1508'BY A HOLE DRILLED IN THE ROCK ABOUT 10 FEET FROM THE EXTREME
 OD1508'POINT.
 OD1508'
 OD1508'THE STATION IS BEST REACHED FROM THE WILSON FARM TO THE S UP HIS
 OD1508'LANE AND BY A WOODS ROAD NEARLY TO THE SUMMIT.
 OD1508'
 OD1508'ELEVATION 840 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4177 ***********************************************************************
 LX4177  DESIGNATION -  DOBB FERRY METH BK CONCERN STK
 LX4177  PID         -  LX4177
 LX4177  STATE/COUNTY-  NY/WESTCHESTER
 LX4177  USGS QUAD   -  NYACK (1979)
 LX4177
 LX4177                         *CURRENT SURVEY CONTROL
 LX4177  ___________________________________________________________________
 LX4177* NAD 83(1996)-  41 01 00.82800(N)    073 52 42.79764(W)     ADJUSTED  
 LX4177* NAVD 88     -                                                        
 LX4177  ___________________________________________________________________
 LX4177  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 LX4177  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LX4177
 LX4177  HORZ ORDER  -  THIRD
 LX4177
 LX4177.The horizontal coordinates were established by classical geodetic methods
 LX4177.and adjusted by the National Geodetic Survey in January 1999..
 LX4177
 LX4177
 LX4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4177
 LX4177.The geoid height was determined by GEOID03.
 LX4177
 LX4177;                    North         East     Units Scale Factor Converg.
 LX4177;SPC NY E     -   242,609.848   202,266.961   MT  0.99993361   +0 24 28.3
 LX4177;SPC NY E     -   795,962.48    663,604.19   sFT  0.99993361   +0 24 28.3
 LX4177;SPC CT       -   173,406.163   209,874.150   MT  1.00002355   -0 44 53.9
 LX4177;SPC CT       -   568,916.72    688,562.11   sFT  1.00002355   -0 44 53.9
 LX4177;UTM  18      - 4,541,238.403   594,292.007   MT  0.99970943   +0 44 09.7
 LX4177
 LX4177                          SUPERSEDED SURVEY CONTROL
 LX4177
 LX4177  NAD 83(1996)-  41 01 00.82832(N)    073 52 42.79850(W) AD(       ) 4
 LX4177  NAD 83(1992)-  41 01 00.82641(N)    073 52 42.79930(W) AD(       ) 4
 LX4177  NAD 83(1986)-  41 01 00.82930(N)    073 52 42.79680(W) AD(       ) 4
 LX4177  NAD 27      -  41 01 00.48000(N)    073 52 44.31000(W) AD(       ) 3
 LX4177
 LX4177.Superseded values are not recommended for survey control.
 LX4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4177.See file dsdata.txt to determine how the superseded data were derived.
 LX4177
 LX4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9429241238(NAD 83)
 LX4177
 LX4177  HISTORY     - Date     Condition        Report By
 LX4177  HISTORY     - 1930     MONUMENTED       CGS
 LX4177
 LX4177                          STATION DESCRIPTION
 LX4177
 LX4177'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 LX4177'THE STATION IS THE TALL, WHITE CONCRETE STACK OF THE POWER HOUSE
 LX4177'ON THE RIVER SIDE OF THE RAILROAD AT THE PLANT OF THE METHODIST
 LX4177'BOOK CONCERN, DOBBS FERRY, NEW YORK.  NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4082 ***********************************************************************
 LX4082  DESIGNATION -  DOBBS FERRY CHILDRENS VILL TK
 LX4082  PID         -  LX4082
 LX4082  STATE/COUNTY-  NY/WESTCHESTER
 LX4082  USGS QUAD   -  WHITE PLAINS (1967)
 LX4082
 LX4082                         *CURRENT SURVEY CONTROL
 LX4082  ___________________________________________________________________
 LX4082* NAD 83(1996)-  41 00 15.02696(N)    073 52 00.99916(W)     ADJUSTED  
 LX4082* NAVD 88     -                                                        
 LX4082  ___________________________________________________________________
 LX4082  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 LX4082  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LX4082
 LX4082  HORZ ORDER  -  THIRD
 LX4082
 LX4082.The horizontal coordinates were established by classical geodetic methods
 LX4082.and adjusted by the National Geodetic Survey in January 1999..
 LX4082
 LX4082
 LX4082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4082
 LX4082.The geoid height was determined by GEOID03.
 LX4082
 LX4082;                    North         East     Units Scale Factor Converg.
 LX4082;SPC NY E     -   241,204.106   203,253.733   MT  0.99993489   +0 24 55.3
 LX4082;SPC NY E     -   791,350.47    666,841.62   sFT  0.99993489   +0 24 55.3
 LX4082;UTM  18      - 4,539,838.649   595,286.591   MT  0.99971175   +0 44 36.5
 LX4082
 LX4082                          SUPERSEDED SURVEY CONTROL
 LX4082
 LX4082  NAD 83(1996)-  41 00 15.02755(N)    073 52 00.99984(W) AD(       ) 4
 LX4082  NAD 83(1992)-  41 00 15.02608(N)    073 52 01.00053(W) AD(       ) 4
 LX4082  NAD 83(1986)-  41 00 15.02897(N)    073 52 00.99932(W) AD(       ) 4
 LX4082  NAD 27      -  41 00 14.67759(N)    073 52 02.51077(W) AD(       ) 3
 LX4082
 LX4082.Superseded values are not recommended for survey control.
 LX4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4082.See file dsdata.txt to determine how the superseded data were derived.
 LX4082
 LX4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9528739839(NAD 83)
 LX4082
 LX4082  HISTORY     - Date     Condition        Report By
 LX4082  HISTORY     - 1966     MONUMENTED       CGS
 LX4082
 LX4082                          STATION DESCRIPTION
 LX4082
 LX4082'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX4082'THE STATION IS THE FINIAL OF A BROWN WOOD WATER TANK WHICH IS
 LX4082'SUPPORTED BY 4 METAL LEGS AND THE OVERALL HEIGHT IS ABOUT 80 FEET.
 LX4082'
 LX4082'THE STATION IS LOCATED ABOUT 0.9 MILE SOUTH OF THE CENTER OF DOBBS
 LX4082'FERRY, 0.9 MILE EAST OF THE EAST BANK OF THE HUDSON RIVER AND ON THE
 LX4082'GROUNDS OF THE DOBBS FERRY CHILDREN VILLAGE WHICH IS OWNED AND
 LX4082'OPERATED BY WESTCHESTER COUNTY.
 LX4082'
 LX4082'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9,
 LX4082'ASFORD AVENUE AND WALGROVE AVENUE IN DOBBS FERRY, GO SOUTH ON
 LX4082'WALGROVE AVENUE (AS PER SIGN CHILDREN VILLAGE) FOR 0.3 MILE TO A
 LX4082'REVERSE Y-FORK, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A SIGN
 LX4082'WHICH READS CHILDRENS VILLAGE.  KEEP RIGHT AND GO 0.3 MILE TO A
 LX4082'CROSS STREET AND STOP SIGN.  TURN RIGHT AND GO SOUTH FOR 0.1
 LX4082'MILE TO ANOTHER CROSS STREET.  TURN RIGHT GO 0.5 MILE TO A
 LX4082'SMALL PARKING AREA, TURN RIGHT AT THE WEST END OF PARKING AREA
 LX4082'ONTO A TRACK ROAD WHICH LEADS TO THE TANK AT THE SUMMIT OF THE
 LX4082'HILL AND THE STATION, A DISTANCE OF 0.15 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4175 ***********************************************************************
 LX4175  DESIGNATION -  DOBBS FERRY ME CHURCH CUPOLA
 LX4175  PID         -  LX4175
 LX4175  STATE/COUNTY-  NY/WESTCHESTER
 LX4175  USGS QUAD   -  NYACK (1979)
 LX4175
 LX4175                         *CURRENT SURVEY CONTROL
 LX4175  ___________________________________________________________________
 LX4175* NAD 83(1996)-  41 00 49.30055(N)    073 52 28.51542(W)     ADJUSTED  
 LX4175* NAVD 88     -                                                        
 LX4175  ___________________________________________________________________
 LX4175  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 LX4175  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LX4175
 LX4175  HORZ ORDER  -  THIRD
 LX4175
 LX4175.The horizontal coordinates were established by classical geodetic methods
 LX4175.and adjusted by the National Geodetic Survey in January 1999..
 LX4175
 LX4175
 LX4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4175
 LX4175.The geoid height was determined by GEOID03.
 LX4175
 LX4175;                    North         East     Units Scale Factor Converg.
 LX4175;SPC NY E     -   242,256.660   202,603.180   MT  0.99993405   +0 24 37.5
 LX4175;SPC NY E     -   794,803.73    664,707.27   sFT  0.99993405   +0 24 37.5
 LX4175;SPC CT       -   173,046.231   210,203.204   MT  1.00002405   -0 44 44.4
 LX4175;SPC CT       -   567,735.84    689,641.68   sFT  1.00002405   -0 44 44.4
 LX4175;SPC NJ       -   242,256.660   202,603.180   MT  0.99993405   +0 24 37.5
 LX4175;SPC NJ       -   794,803.73    664,707.27   sFT  0.99993405   +0 24 37.5
 LX4175;UTM  18      - 4,540,887.225   594,630.168   MT  0.99971021   +0 44 18.9
 LX4175
 LX4175                          SUPERSEDED SURVEY CONTROL
 LX4175
 LX4175  NAD 83(1996)-  41 00 49.30089(N)    073 52 28.51645(W) AD(       ) 4
 LX4175  NAD 83(1992)-  41 00 49.29900(N)    073 52 28.51761(W) AD(       ) 4
 LX4175  NAD 83(1986)-  41 00 49.30192(N)    073 52 28.51518(W) AD(       ) 4
 LX4175  NAD 27      -  41 00 48.95000(N)    073 52 30.03000(W) AD(       ) 3
 LX4175
 LX4175.Superseded values are not recommended for survey control.
 LX4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4175.See file dsdata.txt to determine how the superseded data were derived.
 LX4175
 LX4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9463040887(NAD 83)
 LX4175_MARKER: 86 = CUPOLA
 LX4175
 LX4175  HISTORY     - Date     Condition        Report By
 LX4175  HISTORY     - 1930     FIRST OBSERVED   CGS
 LX4175  HISTORY     - 1983     GOOD             USPSQD
 LX4175
 LX4175                          STATION DESCRIPTION
 LX4175
 LX4175'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 LX4175'THE APEX OF THE PYRAMIDAL TOP ON OPEN CUPOLA ON THE SE CORNER OF THE
 LX4175'SUMMERVILLE METHODIST EPISCOPAL CHURCH ON THE W SIDE OF BROADWAY
 LX4175'BETWEEN ELM AND CHESTNUT STREETS.  IT WAS ERECTED IN 1894, IS
 LX4175'BUILT OF YELLOW BRICK AND HAS LOWER ROUND SPIRES IN ITS CENTER
 LX4175'AND NE CORNER.
 LX4175
 LX4175                          STATION RECOVERY (1983)
 LX4175
 LX4175'RECOVERY NOTE BY US POWER SQUADRON 1983 (PN)
 LX4175'BUILDING STILL THERE BUT NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4071 ***********************************************************************
 LX4071  DESIGNATION -  DOBBS FERRY PRESB CHURCH SPIRE
 LX4071  PID         -  LX4071
 LX4071  STATE/COUNTY-  NY/WESTCHESTER
 LX4071  USGS QUAD   -  WHITE PLAINS (1967)
 LX4071
 LX4071                         *CURRENT SURVEY CONTROL
 LX4071  ___________________________________________________________________
 LX4071* NAD 83(1996)-  41 00 52.93879(N)    073 52 19.75402(W)     ADJUSTED  
 LX4071* NAVD 88     -                                                        
 LX4071  ___________________________________________________________________
 LX4071  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 LX4071  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 LX4071
 LX4071  HORZ ORDER  -  THIRD
 LX4071
 LX4071.The horizontal coordinates were established by classical geodetic methods
 LX4071.and adjusted by the National Geodetic Survey in January 1999..
 LX4071
 LX4071
 LX4071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4071
 LX4071.The geoid height was determined by GEOID03.
 LX4071
 LX4071;                    North         East     Units Scale Factor Converg.
 LX4071;SPC NY E     -   242,370.353   202,807.074   MT  0.99993431   +0 24 43.3
 LX4071;SPC NY E     -   795,176.73    665,376.21   sFT  0.99993431   +0 24 43.3
 LX4071;SPC CT       -   173,155.797   210,409.369   MT  1.00002389   -0 44 38.6
 LX4071;SPC CT       -   568,095.31    690,318.07   sFT  1.00002389   -0 44 38.6
 LX4071;SPC NJ       -   242,370.353   202,807.074   MT  0.99993431   +0 24 43.3
 LX4071;SPC NJ       -   795,176.73    665,376.21   sFT  0.99993431   +0 24 43.3
 LX4071;UTM  18      - 4,541,002.058   594,833.362   MT  0.99971069   +0 44 24.7
 LX4071
 LX4071                          SUPERSEDED SURVEY CONTROL
 LX4071
 LX4071  NAD 83(1996)-  41 00 52.93915(N)    073 52 19.75496(W) AD(       ) 4
 LX4071  NAD 83(1992)-  41 00 52.93729(N)    073 52 19.75594(W) AD(       ) 4
 LX4071  NAD 83(1986)-  41 00 52.94016(N)    073 52 19.75348(W) AD(       ) 4
 LX4071  NAD 27      -  41 00 52.58800(N)    073 52 21.26500(W) AD(       ) 3
 LX4071
 LX4071.Superseded values are not recommended for survey control.
 LX4071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4071.See file dsdata.txt to determine how the superseded data were derived.
 LX4071
 LX4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9483341002(NAD 83)
 LX4071_MARKER: 90 = CHURCH SPIRE
 LX4071
 LX4071  HISTORY     - Date     Condition        Report By
 LX4071  HISTORY     - 1930     FIRST OBSERVED   CGS
 LX4071  HISTORY     - 1983     GOOD             USPSQD
 LX4071
 LX4071                          STATION DESCRIPTION
 LX4071
 LX4071'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 LX4071'STATION IS THE GREY SHINGLED CONICAL SPIRE ON THE PRESBYTERIAN
 LX4071'CHURCH ON THE CORNER OF OAK AND BROADWAY, DOBBS FERRY.  IT WAS
 LX4071'BUILT IN 1869.  IT IS THE MOST PROMINENT SPIRE IN TOWN.  NOT
 LX4071'MARKED.
 LX4071
 LX4071                          STATION RECOVERY (1983)
 LX4071
 LX4071'RECOVERY NOTE BY US POWER SQUADRON 1983 (PN)
 LX4071'GREY SHINGLED CONICAL SPIRE FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4075 ***********************************************************************
 LX4075  DESIGNATION -  DOC
 LX4075  PID         -  LX4075
 LX4075  STATE/COUNTY-  NY/WESTCHESTER
 LX4075  USGS QUAD   -  WHITE PLAINS (1967)
 LX4075
 LX4075                         *CURRENT SURVEY CONTROL
 LX4075  ___________________________________________________________________
 LX4075* NAD 83(1996)-  41 03 16.29345(N)    073 52 15.15386(W)     ADJUSTED  
 LX4075* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX4075  ___________________________________________________________________
 LX4075  LAPLACE CORR-           8.77  (seconds)                    DEFLEC99
 LX4075  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX4075
 LX4075  HORZ ORDER  -  THIRD
 LX4075
 LX4075.The horizontal coordinates were established by classical geodetic methods
 LX4075.and adjusted by the National Geodetic Survey in January 1999..
 LX4075
 LX4075.The orthometric height was scaled from a topographic map.
 LX4075
 LX4075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4075
 LX4075.The geoid height was determined by GEOID03.
 LX4075
 LX4075;                    North         East     Units Scale Factor Converg.
 LX4075;SPC NY E     -   246,792.997   202,882.673   MT  0.99993441   +0 24 47.5
 LX4075;SPC NY E     -   809,686.69    665,624.24   sFT  0.99993441   +0 24 47.5
 LX4075;UTM  18      - 4,545,424.074   594,883.607   MT  0.99971080   +0 44 29.9
 LX4075
 LX4075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4075!SPC NY E     -   1.00000493  x   0.99993441  =   0.99993934
 LX4075!UTM  18      -   1.00000493  x   0.99971080  =   0.99971573
 LX4075
 LX4075                          SUPERSEDED SURVEY CONTROL
 LX4075
 LX4075  NAD 83(1996)-  41 03 16.29391(N)    073 52 15.15479(W) AD(       ) 3
 LX4075  NAD 83(1992)-  41 03 16.29232(N)    073 52 15.15562(W) AD(       ) 3
 LX4075  NAD 83(1986)-  41 03 16.29544(N)    073 52 15.15336(W) AD(       ) 3
 LX4075  NAD 27      -  41 03 15.95380(N)    073 52 16.66472(W) AD(       ) 3
 LX4075
 LX4075.Superseded values are not recommended for survey control.
 LX4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4075.See file dsdata.txt to determine how the superseded data were derived.
 LX4075
 LX4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9488445424(NAD 83)
 LX4075
 LX4075  HISTORY     - Date     Condition        Report By
 LX4075  HISTORY     - 1930     MONUMENTED       CGS
 LX4075
 LX4075                          STATION DESCRIPTION
 LX4075
 LX4075'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 LX4075'STATION IS AN UNMARKED SIGNAL POLE USED FOR TOPOGRAPHIC AND
 LX4075'HYDROGRAPHIC CONTROL NAILED TO THE DOLPHIN AT THE NW CORNER OF
 LX4075'AN OLD DOCK ABOUT 3/4 MILE N OF IRVINGTON.  AN OVERHEAD
 LX4075'RAILROAD CROSSING MARKS THE LOCATION OF THIS DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1107 ***********************************************************************
 LX1107  DESIGNATION -  DOCK
 LX1107  PID         -  LX1107
 LX1107  STATE/COUNTY-  NY/PUTNAM
 LX1107  USGS QUAD   -  PEEKSKILL (1981)
 LX1107
 LX1107                         *CURRENT SURVEY CONTROL
 LX1107  ___________________________________________________________________
 LX1107* NAD 83(1996)-  41 21 46.52124(N)    073 57 24.55416(W)     ADJUSTED  
 LX1107* NAVD 88     -         4.435  (meters)      14.55   (feet)  ADJUSTED  
 LX1107  ___________________________________________________________________
 LX1107  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 LX1107  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LX1107  DYNAMIC HT  -           4.434 (meters)      14.55  (feet)  COMP
 LX1107  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 LX1107
 LX1107  HORZ ORDER  -  THIRD
 LX1107  VERT ORDER  -  FIRST     CLASS II
 LX1107
 LX1107.The horizontal coordinates were established by classical geodetic methods
 LX1107.and adjusted by the National Geodetic Survey in January 1999..
 LX1107
 LX1107.The orthometric height was determined by differential leveling
 LX1107.and adjusted by the National Geodetic Survey in June 1991..
 LX1107
 LX1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1107
 LX1107.The geoid height was determined by GEOID03.
 LX1107
 LX1107.The dynamic height is computed by dividing the NAVD 88
 LX1107.geopotential number by the normal gravity value computed on the
 LX1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1107.degrees latitude (g = 980.6199 gals.).
 LX1107
 LX1107.The modeled gravity was interpolated from observed gravity values.
 LX1107
 LX1107;                    North         East     Units Scale Factor Converg.
 LX1107;SPC NY E     -   280,991.130   195,444.447   MT  0.99992541   +0 21 32.2
 LX1107;SPC NY E     -   921,885.07    641,220.66   sFT  0.99992541   +0 21 32.2
 LX1107;UTM  18      - 4,579,571.096   587,250.609   MT  0.99969369   +0 41 21.9
 LX1107
 LX1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1107!SPC NY E     -   1.00000422  x   0.99992541  =   0.99992963
 LX1107!UTM  18      -   1.00000422  x   0.99969369  =   0.99969791
 LX1107
 LX1107|---------------------------------------------------------------------|
 LX1107| PID    Reference Object                     Distance      Geod. Az  |
 LX1107|                                                           dddmmss.s |
 LX1107| CB4011 DOCK RM 3                             4.730 METERS 07815     |
 LX1107| LX4314 CON HOOK LIGHT                      APPROX. 1.3 KM 2004905.0 |
 LX1107| LX4306 CHIK                                APPROX. 0.8 KM 2222906.7 |
 LX1107| CB4012 DOCK RM 4                             4.323 METERS 35039     |
 LX1107|---------------------------------------------------------------------|
 LX1107
 LX1107                          SUPERSEDED SURVEY CONTROL
 LX1107
 LX1107  NAD 83(1986)-  41 21 46.52222(N)    073 57 24.55616(W) AD(       ) 3
 LX1107  NAD 27      -  41 21 46.18911(N)    073 57 26.05423(W) AD(       ) 3
 LX1107  NGVD 29 (??/??/92)    4.728  (m)           15.51   (f) ADJ UNCH    1 2
 LX1107
 LX1107.Superseded values are not recommended for survey control.
 LX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1107.See file dsdata.txt to determine how the superseded data were derived.
 LX1107
 LX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8725179571(NAD 83)
 LX1107_MARKER: DS = TRIANGULATION STATION DISK
 LX1107_SETTING: 66 = SET IN ROCK OUTCROP
 LX1107_SP_SET: ROCK OUTCROPPING LEDGE
 LX1107_STAMPING: DOCK 1905
 LX1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1107+STABILITY: POSITION/ELEVATION WELL
 LX1107
 LX1107  HISTORY     - Date     Condition        Report By
 LX1107  HISTORY     - 1905     MONUMENTED       CGS
 LX1107  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX1107  HISTORY     - 1955     GOOD             NGS
 LX1107  HISTORY     - 1975     SEE DESCRIPTION  USA
 LX1107
 LX1107                          STATION DESCRIPTION
 LX1107
 LX1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX1107'FOUND STATION ON E BANK OF HUDSON RIVER ON FIRST POINT UP THE RIVER
 LX1107'AFTER PASSING CON HOOK LIGHT AS DESCRIBED.  BEVERLY DOCK HAS ALMOST
 LX1107'DISAPPEARED, ONLY A FEW TIMBERS AND PILES REMAINING.  STATION IS AT
 LX1107'THE S END OF A LARGE CUT THROUGH THE ROCKY POINT BY THE RAILROAD
 LX1107'AS SHOWN IN SKETCH, AND IS APPROXIMATELY 3 METERS ABOVE THE WATERS
 LX1107'SURFACE.  STATION WAS MARKED BY A STANDARD BRASS DISK SET IN A
 LX1107'ROCKY FORMATION AND STAMPED DOCK 1905.
 LX1107'
 LX1107'TWO STANDARD BRASS DISK REFERENCE MARKS, NOS.3 AND 4, WERE SET IN
 LX1107'NEARBY ROCK LEDGES AND STAMPED DOCK 1905.  TWO CROSSES CUT IN THE
 LX1107'ROCK IN 1905 STILL REMAIN.
 LX1107'
 LX1107'SKETCH SHOWS THE RELATIONSHIP OF STATION TO REFERENCE MARKS.
 LX1107
 LX1107                          STATION RECOVERY (1955)
 LX1107
 LX1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LX1107'1.4 MI S FROM GARRISON.
 LX1107'1.45 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1107'STATION AT GARRISON, ABOUT 180 FEET WEST OF WEST RAIL OF WEST
 LX1107'TRACK, SET IN THE TOP OF AN OUTCROPPING LEDGE AT THE SOUTHWEST
 LX1107'END OF A POINT EXTENDING INTO HUDSON RIVER, 109 FEET NORTHWEST
 LX1107'OF BEVERLY DOCK (ABANDONED), 69 FEET NORTHWEST OF A LONE 30-INCH
 LX1107'CHESTNUT TREE, 15 1/2 FEET WEST OF RM NO. 3, 14 1/2 FEET SOUTH
 LX1107'OF RM NO. 4, 6 FEET EAST OF WEST EDGE OF ROCK LEDGE AND ABOUT
 LX1107'16 FEET ABOVE LEVEL OF WATER.  NOTE-- THE DISK IS SET IN ROCK SO
 LX1107'THAT THE EAST SIDE IF HIGH POINT.  THE ROD HELD ON LETTER G OF
 LX1107'THE CASTING GEODETIC.
 LX1107
 LX1107                          STATION RECOVERY (1975)
 LX1107
 LX1107'RECOVERY NOTE BY US ARMY 1975
 LX1107'STATION AND RM 3 AND RM 4 RECOVERED.  STATION MARKER AND RM 4 DISKS
 LX1107'HAVE BEEN REMOVED WITH METAL STUDS INTACT.
 LX1107'
 LX1107'STATION IS ABOUT 1.45 MILES S ALONG THE NYCC RR FROM THE STATION IN
 LX1107'GARRISON, ABOUT 180 FEET W OF THE W RAIL OF THE W TRACK, SET IN THE
 LX1107'TOP OF AN OUTCROPPING LEDGE AT THE SW END OF A POINT EXTENDING INTO
 LX1107'THE HUDSON RIVER, 109 FEET NW OF BEVERLY DOCK (ABANDONED), 69 FEET
 LX1107'NW OF A LONE 30-INCH CHESTNUT TREE, 15.5 FEET W OF RM 3, 14.5
 LX1107'FEET S OF RM 4, 6 FEET E OF W EDGE OF ROCK AND ABOUT 16 FEET
 LX1107'ABOVE THE LEVEL OF THE WATER.  THE DISK IS SET IN ROCK SO THAT
 LX1107'THE E SIDE IS HIGH POINT.  THE ROD HELD ON LETTER G OF THE
 LX1107'CASTING GEODETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2868 ***********************************************************************
 KU2868  DESIGNATION -  DOCK
 KU2868  PID         -  KU2868
 KU2868  STATE/COUNTY-  NY/NASSAU
 KU2868  USGS QUAD   -  BAYVILLE (1975)
 KU2868
 KU2868                         *CURRENT SURVEY CONTROL
 KU2868  ___________________________________________________________________
 KU2868* NAD 83(1996)-  40 54 31.34641(N)    073 32 40.40825(W)     ADJUSTED  
 KU2868* NAVD 88     -                                                        
 KU2868  ___________________________________________________________________
 KU2868  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KU2868  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KU2868
 KU2868  HORZ ORDER  -  THIRD
 KU2868
 KU2868.The horizontal coordinates were established by classical geodetic methods
 KU2868.and adjusted by the National Geodetic Survey in January 1999..
 KU2868
 KU2868
 KU2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2868
 KU2868.The geoid height was determined by GEOID03.
 KU2868
 KU2868;                    North         East     Units Scale Factor Converg.
 KU2868;SPC NY L     -    82,501.016   338,371.184   MT  0.99999542   +0 17 52.4
 KU2868;SPC NY L     -   270,672.08  1,110,139.46   sFT  0.99999542   +0 17 52.4
 KU2868;SPC CT       -   161,078.891   237,856.302   MT  1.00004221   -0 31 36.6
 KU2868;SPC CT       -   528,472.99    780,366.88   sFT  1.00004221   -0 31 36.6
 KU2868;UTM  18      - 4,529,642.420   622,575.554   MT  0.99978493   +0 57 11.6
 KU2868
 KU2868                          SUPERSEDED SURVEY CONTROL
 KU2868
 KU2868  NAD 83(1996)-  40 54 31.34867(N)    073 32 40.40684(W) AD(       ) 4
 KU2868  NAD 83(1992)-  40 54 31.34838(N)    073 32 40.40682(W) AD(       ) 4
 KU2868  NAD 83(1986)-  40 54 31.34865(N)    073 32 40.40839(W) AD(       ) 4
 KU2868  NAD 27      -  40 54 30.99000(N)    073 32 41.95000(W) AD(       ) 3
 KU2868
 KU2868.Superseded values are not recommended for survey control.
 KU2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2868.See file dsdata.txt to determine how the superseded data were derived.
 KU2868
 KU2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2257629642(NAD 83)
 KU2868
 KU2868  HISTORY     - Date     Condition        Report By
 KU2868  HISTORY     - 1931     MONUMENTED       CGS
 KU2868
 KU2868                          STATION DESCRIPTION
 KU2868
 KU2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2868'STATION IS LOCATED ON A SMALL GREEN WATER TANK AT THE FOOT OF THE
 KU2868'FERRY DOCK ON PINE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2997 ***********************************************************************
 KU2997  DESIGNATION -  DOCK HOUSE
 KU2997  PID         -  KU2997
 KU2997  STATE/COUNTY-  NY/NASSAU
 KU2997  USGS QUAD   -  SEA CLIFF (1979)
 KU2997
 KU2997                         *CURRENT SURVEY CONTROL
 KU2997  ___________________________________________________________________
 KU2997* NAD 83(1996)-  40 49 14.07957(N)    073 43 11.00179(W)     ADJUSTED  
 KU2997* NAVD 88     -                                                        
 KU2997  ___________________________________________________________________
 KU2997  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KU2997  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU2997
 KU2997  HORZ ORDER  -  THIRD
 KU2997
 KU2997.The horizontal coordinates were established by classical geodetic methods
 KU2997.and adjusted by the National Geodetic Survey in January 1999..
 KU2997
 KU2997
 KU2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2997
 KU2997.The geoid height was determined by GEOID03.
 KU2997
 KU2997;                    North         East     Units Scale Factor Converg.
 KU2997;SPC NY L     -    72,652.225   323,644.854   MT  0.99999503   +0 10 60.0
 KU2997;SPC NY L     -   238,359.84  1,061,824.83   sFT  0.99999503   +0 10 60.0
 KU2997;UTM  18      - 4,519,628.381   607,966.059   MT  0.99974347   +0 50 13.2
 KU2997
 KU2997                          SUPERSEDED SURVEY CONTROL
 KU2997
 KU2997  NAD 83(1996)-  40 49 14.08157(N)    073 43 11.00152(W) AD(       ) 4
 KU2997  NAD 83(1992)-  40 49 14.08024(N)    073 43 11.00908(W) AD(       ) 4
 KU2997  NAD 83(1986)-  40 49 14.08336(N)    073 43 11.00839(W) AD(       ) 4
 KU2997  NAD 27      -  40 49 13.71800(N)    073 43 12.53000(W) AD(       ) 3
 KU2997
 KU2997.Superseded values are not recommended for survey control.
 KU2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2997.See file dsdata.txt to determine how the superseded data were derived.
 KU2997
 KU2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0796619628(NAD 83)
 KU2997
 KU2997  HISTORY     - Date     Condition        Report By
 KU2997  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2997
 KU2997                          STATION DESCRIPTION
 KU2997
 KU2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU2997'STATION IS THE BALL ATOP A BROWN-ROOFED DOCK HOUSE ON THE DOCK
 KU2997'OF J.J. MURPHY ON THE W SIDE OF MANHASSET BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0235 ***********************************************************************
 PJ0235  DESIGNATION -  DOCK IWC
 PJ0235  PID         -  PJ0235
 PJ0235  STATE/COUNTY-  NY/JEFFERSON
 PJ0235  USGS QUAD   -  THOUSAND ISLAND PARK (1982)
 PJ0235
 PJ0235                         *CURRENT SURVEY CONTROL
 PJ0235  ___________________________________________________________________
 PJ0235* NAD 83(1996)-  44 17 29.61377(N)    076 07 11.10987(W)     ADJUSTED  
 PJ0235* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 PJ0235  ___________________________________________________________________
 PJ0235  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 PJ0235  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PJ0235
 PJ0235  HORZ ORDER  -  THIRD
 PJ0235
 PJ0235.The horizontal coordinates were established by classical geodetic methods
 PJ0235.and adjusted by the National Geodetic Survey in January 1999..
 PJ0235
 PJ0235.The orthometric height was scaled from a topographic map.
 PJ0235
 PJ0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0235
 PJ0235.The geoid height was determined by GEOID03.
 PJ0235
 PJ0235;                    North         East     Units Scale Factor Converg.
 PJ0235;SPC NY C     -   476,764.711   286,997.169   MT  0.99995433   +0 19 25.4
 PJ0235;SPC NY C     - 1,564,185.56    941,589.88   sFT  0.99995433   +0 19 25.4
 PJ0235;UTM  18      - 4,904,866.157   410,665.466   MT  0.99969815   -0 46 55.1
 PJ0235
 PJ0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0235!SPC NY C     -   0.99999292  x   0.99995433  =   0.99994725
 PJ0235!UTM  18      -   0.99999292  x   0.99969815  =   0.99969107
 PJ0235
 PJ0235:                Primary Azimuth Mark                     Grid Az
 PJ0235:SPC NY C     -  DEATH IWC                                002 42 00.1
 PJ0235:UTM  18      -  DEATH IWC                                003 48 20.6
 PJ0235
 PJ0235|---------------------------------------------------------------------|
 PJ0235| PID    Reference Object                     Distance      Geod. Az  |
 PJ0235|                                                           dddmmss.s |
 PJ0235| PJ0234 DEATH IWC                           APPROX. 0.5 KM 0030125.5 |
 PJ0235| PJ0232 REF MON 78                          299.016 METERS 05741     |
 PJ0235| PJ0256 LEEK IWC                            APPROX. 2.2 KM 2841225.5 |
 PJ0235| PJ0260 GANANOQUE CH OF ENGLAND SP          APPROX. 5.3 KM 3144750.4 |
 PJ0235|---------------------------------------------------------------------|
 PJ0235
 PJ0235                          SUPERSEDED SURVEY CONTROL
 PJ0235
 PJ0235  NAD 83(1986)-  44 17 29.61916(N)    076 07 11.10033(W) AD(       ) 3
 PJ0235  NAD 27      -  44 17 29.47500(N)    076 07 12.31600(W) AD(       ) 3
 PJ0235
 PJ0235.Superseded values are not recommended for survey control.
 PJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0235.See file dsdata.txt to determine how the superseded data were derived.
 PJ0235
 PJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ1066504866(NAD 83)
 PJ0235_MARKER: DD = SURVEY DISK
 PJ0235_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0235_SP_SET: SET IN ROCK OUTCROP
 PJ0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0235+STABILITY: POSITION/ELEVATION WELL
 PJ0235
 PJ0235  HISTORY     - Date     Condition        Report By
 PJ0235  HISTORY     - 1911     MONUMENTED       IBWC
 PJ0235  HISTORY     - 1957     GOOD             IBC
 PJ0235
 PJ0235                          STATION DESCRIPTION
 PJ0235
 PJ0235'DESCRIBED BY INT BDRY WTR COMM 1911
 PJ0235'ON THE NORTHERN SHORE OF GRINDSTONE ISLAND.  ABOUT 3000 FEET EAST OF
 PJ0235'THE WESTERN OF THE TWO LARGE INLETS THAT PENETRATE THE NORTHERN SHORE
 PJ0235'OF THE ISLAND.  THE STATION IS ABOUT 75 FEET NORTHERLY FROM A SMALL
 PJ0235'HOUSE, ABOUT 25 FEET SOUTHWESTERLY FROM A WOODEN DOCK, 15 FEET FROM
 PJ0235'THE WATERS EDGE AND 4 FEET ABOVE THE WATER IN THE RIVER.
 PJ0235'
 PJ0235'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD BRONZE
 PJ0235'DISK STATION MARK SET IN SOLID ROCK.
 PJ0235
 PJ0235                          STATION RECOVERY (1957)
 PJ0235
 PJ0235'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 PJ0235'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1108 ***********************************************************************
 LX1108  DESIGNATION -  DOCK RM 3
 LX1108  PID         -  LX1108
 LX1108  STATE/COUNTY-  NY/PUTNAM
 LX1108  USGS QUAD   -  PEEKSKILL (1981)
 LX1108
 LX1108                         *CURRENT SURVEY CONTROL
 LX1108  ___________________________________________________________________
 LX1108* NAD 83(1986)-  41 21 46.     (N)    073 57 25.     (W)     SCALED    
 LX1108* NAVD 88     -         5.625  (meters)      18.45   (feet)  ADJUSTED  
 LX1108  ___________________________________________________________________
 LX1108  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LX1108  DYNAMIC HT  -           5.623 (meters)      18.45  (feet)  COMP
 LX1108  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 LX1108
 LX1108  VERT ORDER  -  FIRST     CLASS II
 LX1108
 LX1108.The horizontal coordinates were scaled from a topographic map and have
 LX1108.an estimated accuracy of +/- 6 seconds.
 LX1108
 LX1108.The orthometric height was determined by differential leveling
 LX1108.and adjusted by the National Geodetic Survey in June 1991..
 LX1108
 LX1108.The geoid height was determined by GEOID03.
 LX1108
 LX1108.The dynamic height is computed by dividing the NAVD 88
 LX1108.geopotential number by the normal gravity value computed on the
 LX1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1108.degrees latitude (g = 980.6199 gals.).
 LX1108
 LX1108.The modeled gravity was interpolated from observed gravity values.
 LX1108
 LX1108;                    North         East    Units  Estimated Accuracy
 LX1108;SPC NY E     -   280,980.      195,430.      MT  (+/- 180 meters Scaled)
 LX1108
 LX1108                          SUPERSEDED SURVEY CONTROL
 LX1108
 LX1108  NGVD 29 (??/??/92)    5.918  (m)           19.42   (f) ADJ UNCH    1 2
 LX1108
 LX1108.Superseded values are not recommended for survey control.
 LX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1108.See file dsdata.txt to determine how the superseded data were derived.
 LX1108
 LX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872795(NAD 83)
 LX1108_MARKER: DR = REFERENCE MARK DISK
 LX1108_SETTING: 66 = SET IN ROCK OUTCROP
 LX1108_SP_SET: ROCK OUTCROPPING LEDGE
 LX1108_STAMPING: DOCK NO 3 1905
 LX1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1108+STABILITY: POSITION/ELEVATION WELL
 LX1108
 LX1108  HISTORY     - Date     Condition        Report By
 LX1108  HISTORY     - 1905     MONUMENTED       CGS
 LX1108  HISTORY     - 1955     GOOD             NGS
 LX1108
 LX1108                          STATION DESCRIPTION
 LX1108
 LX1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1108'1.4 MI S FROM GARRISON.
 LX1108'1.45 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1108'STATION AT GARRISON, ABOUT 0.45 MILE NORTH OF MILE POST NY 48,
 LX1108'ABOUT 180 FEET WEST OF WEST RAIL OF WEST TRACK, AT A POINT WHICH
 LX1108'EXTENDS INTO HUDSON RIVER, IN THE TOP OF AN OUTCROPPING ROCK
 LX1108'LEDGE, 15 1/2 FEET EAST OF THE STATION, 20.9 FEET SOUTHEAST
 LX1108'OF RM NO. 4 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1109 ***********************************************************************
 LX1109  DESIGNATION -  DOCK RM 4
 LX1109  PID         -  LX1109
 LX1109  STATE/COUNTY-  NY/PUTNAM
 LX1109  USGS QUAD   -  PEEKSKILL (1981)
 LX1109
 LX1109                         *CURRENT SURVEY CONTROL
 LX1109  ___________________________________________________________________
 LX1109* NAD 83(1986)-  41 21 46.     (N)    073 57 25.     (W)     SCALED    
 LX1109* NAVD 88     -         3.801  (meters)      12.47   (feet)  ADJUSTED  
 LX1109  ___________________________________________________________________
 LX1109  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LX1109  DYNAMIC HT  -           3.799 (meters)      12.46  (feet)  COMP
 LX1109  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 LX1109
 LX1109  VERT ORDER  -  FIRST     CLASS II
 LX1109
 LX1109.The horizontal coordinates were scaled from a topographic map and have
 LX1109.an estimated accuracy of +/- 6 seconds.
 LX1109
 LX1109.The orthometric height was determined by differential leveling
 LX1109.and adjusted by the National Geodetic Survey in June 1991..
 LX1109
 LX1109.The geoid height was determined by GEOID03.
 LX1109
 LX1109.The dynamic height is computed by dividing the NAVD 88
 LX1109.geopotential number by the normal gravity value computed on the
 LX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1109.degrees latitude (g = 980.6199 gals.).
 LX1109
 LX1109.The modeled gravity was interpolated from observed gravity values.
 LX1109
 LX1109;                    North         East    Units  Estimated Accuracy
 LX1109;SPC NY E     -   280,980.      195,430.      MT  (+/- 180 meters Scaled)
 LX1109
 LX1109                          SUPERSEDED SURVEY CONTROL
 LX1109
 LX1109  NGVD 29 (??/??/92)    4.093  (m)           13.43   (f) ADJ UNCH    1 2
 LX1109
 LX1109.Superseded values are not recommended for survey control.
 LX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1109.See file dsdata.txt to determine how the superseded data were derived.
 LX1109
 LX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL872795(NAD 83)
 LX1109_MARKER: DR = REFERENCE MARK DISK
 LX1109_SETTING: 66 = SET IN ROCK OUTCROP
 LX1109_SP_SET: OUTCROPPING ROCK LEDGE
 LX1109_STAMPING: DOCK NO 4 1905
 LX1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1109+STABILITY: POSITION/ELEVATION WELL
 LX1109
 LX1109  HISTORY     - Date     Condition        Report By
 LX1109  HISTORY     - 1905     MONUMENTED       CGS
 LX1109  HISTORY     - 1955     GOOD             NGS
 LX1109
 LX1109                          STATION DESCRIPTION
 LX1109
 LX1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1109'1.4 MI S FROM GARRISON.
 LX1109'1.45 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1109'STATION AT GARRISON, ABOUT 0.45 MILE NORTH OF MILE POST NY 48,
 LX1109'ABOUT 180 FEET WEST OF THE WEST RAIL OF WEST TRACK, AT A POINT
 LX1109'WHICH EXTENDS INTO HUDSON RIVER, IN THE TOP OF THE WEST EDGE OF
 LX1109'AN OUTCROPPING ROCK LEDGE, 20.9 FEET NORTHWEST OF RM NO. 3, AND
 LX1109'14 1/2 FEET NORTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0473 ***********************************************************************
 PG0473  DESIGNATION -  DOCK USLS
 PG0473  PID         -  PG0473
 PG0473  STATE/COUNTY-  NY/CLINTON
 PG0473  USGS QUAD   -  PLATTSBURGH (1966)
 PG0473
 PG0473                         *CURRENT SURVEY CONTROL
 PG0473  ___________________________________________________________________
 PG0473* NAD 83(1986)-  44 41 47.     (N)    073 26 39.     (W)     SCALED    
 PG0473* NAVD 88     -        34.775  (meters)     114.09   (feet)  ADJUSTED  
 PG0473  ___________________________________________________________________
 PG0473  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 PG0473  DYNAMIC HT  -          34.774 (meters)     114.09  (feet)  COMP
 PG0473  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 PG0473
 PG0473  VERT ORDER  -  FIRST     CLASS I
 PG0473
 PG0473.The horizontal coordinates were scaled from a topographic map and have
 PG0473.an estimated accuracy of +/- 6 seconds.
 PG0473
 PG0473.The orthometric height was determined by differential leveling
 PG0473.and adjusted by the National Geodetic Survey in June 1991..
 PG0473
 PG0473.The geoid height was determined by GEOID03.
 PG0473
 PG0473.The dynamic height is computed by dividing the NAVD 88
 PG0473.geopotential number by the normal gravity value computed on the
 PG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0473.degrees latitude (g = 980.6199 gals.).
 PG0473
 PG0473.The modeled gravity was interpolated from observed gravity values.
 PG0473
 PG0473;                    North         East    Units  Estimated Accuracy
 PG0473;SPC NY E     -   651,680.      233,680.      MT  (+/- 180 meters Scaled)
 PG0473
 PG0473                          SUPERSEDED SURVEY CONTROL
 PG0473
 PG0473  NGVD 29 (??/??/92)   34.90   (m)          114.5    (f) COMPUTED    1 1
 PG0473
 PG0473.Superseded values are not recommended for survey control.
 PG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0473.See file dsdata.txt to determine how the superseded data were derived.
 PG0473
 PG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ232504(NAD 83)
 PG0473_MARKER: DD = SURVEY DISK
 PG0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PG0473_SP_SET: 10 FEET
 PG0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0473
 PG0473  HISTORY     - Date     Condition        Report By
 PG0473  HISTORY     - UNK      MONUMENTED       USLS
 PG0473  HISTORY     - 1973     GOOD             NGS
 PG0473  HISTORY     - 20051104 MARK NOT FOUND   NYDT
 PG0473
 PG0473                          STATION DESCRIPTION
 PG0473
 PG0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0473'0.15 MI SE FROM PLATTSBURGH.
 PG0473'ABOUT 0.15 MILES SOUTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0473'THE STATION AT PLATTSBURGH, 305 FEET SOUTHEAST OF CENTER OF CROSSING
 PG0473'OF DOCK STREET AND RAILWAY, 106 FEET SOUTH OF CENTER LINE OF DOCK
 PG0473'STREET, 92 FEET NORTHEAST OF THE NORTHEAST RAILWAY MAIN TRACK AT THE
 PG0473'SOUTHWEST CORNER OF A LARGE VACANT CONCRETE BLOCK BUILDING (DOCK AND
 PG0473'COAL CO.) 1 FOOT WEST OF THE SOUTHWEST CORNER OF BUILDING, 42 FEET
 PG0473'NORTHEAST OF A TELEPHONE POLE.  THE POINT HELD IS THE TOP OF A COPPER
 PG0473'ROD 3 INCHES UNDER GROUND AND IS DRIVEN TO A DEPTH OF 10 FEET.
 PG0473
 PG0473                          STATION RECOVERY (2005)
 PG0473
 PG0473'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0473'WEST BASES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0097 ***********************************************************************
 PJ0097  DESIGNATION -  DODGE
 PJ0097  PID         -  PJ0097
 PJ0097  STATE/COUNTY-  NY/JEFFERSON
 PJ0097  USGS QUAD   -  SAINT LAWRENCE (1958)
 PJ0097
 PJ0097                         *CURRENT SURVEY CONTROL
 PJ0097  ___________________________________________________________________
 PJ0097* NAD 83(1986)-  44 10 44.     (N)    076 14 09.     (W)     SCALED    
 PJ0097* NAVD 88     -        81.186  (meters)     266.36   (feet)  ADJUSTED  
 PJ0097  ___________________________________________________________________
 PJ0097  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 PJ0097  DYNAMIC HT  -          81.175 (meters)     266.32  (feet)  COMP
 PJ0097  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 PJ0097
 PJ0097  VERT ORDER  -  FIRST     CLASS 0
 PJ0097
 PJ0097.The horizontal coordinates were scaled from a topographic map and have
 PJ0097.an estimated accuracy of +/- 6 seconds.
 PJ0097
 PJ0097.The orthometric height was determined by differential leveling
 PJ0097.and adjusted by the National Geodetic Survey in June 1991..
 PJ0097
 PJ0097.The geoid height was determined by GEOID03.
 PJ0097
 PJ0097.The dynamic height is computed by dividing the NAVD 88
 PJ0097.geopotential number by the normal gravity value computed on the
 PJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0097.degrees latitude (g = 980.6199 gals.).
 PJ0097
 PJ0097.The modeled gravity was interpolated from observed gravity values.
 PJ0097
 PJ0097;                    North         East    Units  Estimated Accuracy
 PJ0097;SPC NY C     -   464,200.      277,790.      MT  (+/- 180 meters Scaled)
 PJ0097
 PJ0097                          SUPERSEDED SURVEY CONTROL
 PJ0097
 PJ0097  NGVD 29 (??/??/92)   81.33   (m)          266.8    (f) COMPUTED    1 0
 PJ0097
 PJ0097.Superseded values are not recommended for survey control.
 PJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0097.See file dsdata.txt to determine how the superseded data were derived.
 PJ0097
 PJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP012924(NAD 83)
 PJ0097_MARKER: DB = BENCH MARK DISK
 PJ0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0097_SP_SET: CULVERT
 PJ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0097
 PJ0097  HISTORY     - Date     Condition        Report By
 PJ0097  HISTORY     - UNK      MONUMENTED       CGS
 PJ0097  HISTORY     - 1962     GOOD             NGS
 PJ0097  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 PJ0097
 PJ0097                          STATION DESCRIPTION
 PJ0097
 PJ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PJ0097'5.5 MI NE FROM CAPE VINCENT.
 PJ0097'DODGE BM IS IN JEFFERSON COUNTY, NEW YORK, 5.5 MILES NORTHEAST OF
 PJ0097'INTERSECTION OF BROADWAY AND MARKET STREETS IN CAPE VINCENT TO
 PJ0097'INTERSECTION OF NEW YORK HIGHWAY 12E AND MILLENS BAY ROAD, THEN 0.9
 PJ0097'MILE NORTH AND NORTHEAST ON MILLENS BAY ROAD TO UPRIVER END OF FIRST
 PJ0097'CONCRETE CULVERT UPRIVER FROM THE DODGE FARM BUILDING, AT CURVE IN
 PJ0097'ROAD, 45 FEET SOUTHWEST OF UTILITY POLE NO. 156, 19.6 FEET NORTHWEST
 PJ0097'OF CENTERLINE OF ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 PJ0097'BRONZE DISC SET INTO THE CULVERT.
 PJ0097
 PJ0097                          STATION RECOVERY (1995)
 PJ0097
 PJ0097'RECOVERY NOTE BY US POWER SQUADRON 1995
 PJ0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0978 ***********************************************************************
 NC0978  DESIGNATION -  DOGET
 NC0978  PID         -  NC0978
 NC0978  STATE/COUNTY-  NY/ALLEGANY
 NC0978  USGS QUAD   -  BOLIVAR (1965)
 NC0978
 NC0978                         *CURRENT SURVEY CONTROL
 NC0978  ___________________________________________________________________
 NC0978* NAD 83(1996)-  42 06 05.48153(N)    078 11 34.49511(W)     ADJUSTED  
 NC0978* NAVD 88     -       728.8    (meters)    2391.     (feet)  VERTCON   
 NC0978  ___________________________________________________________________
 NC0978  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 NC0978  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 NC0978
 NC0978  HORZ ORDER  -  SECOND
 NC0978
 NC0978.The horizontal coordinates were established by classical geodetic methods
 NC0978.and adjusted by the National Geodetic Survey in January 1999..
 NC0978
 NC0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0978
 NC0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0978
 NC0978.The geoid height was determined by GEOID03.
 NC0978
 NC0978;                    North         East     Units Scale Factor Converg.
 NC0978;SPC NY W     -   233,443.582   382,292.972   MT  0.99995033   +0 15 42.3
 NC0978;SPC NY W     -   765,889.49  1,254,239.53   sFT  0.99995033   +0 15 42.3
 NC0978;SPC PA N     -   214,975.513   563,361.646   MT  1.00002811   -0 17 34.8
 NC0978;SPC PA N     -   705,298.83  1,848,295.67   sFT  1.00002811   -0 17 34.8
 NC0978;UTM  17      - 4,664,862.045   732,115.724   MT  1.00026299   +1 52 58.2
 NC0978
 NC0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0978!SPC NY W     -   0.99989071  x   0.99995033  =   0.99984105
 NC0978!SPC PA N     -   0.99989071  x   1.00002811  =   0.99991882
 NC0978!UTM  17      -   0.99989071  x   1.00026299  =   1.00015368
 NC0978
 NC0978|---------------------------------------------------------------------|
 NC0978| PID    Reference Object                     Distance      Geod. Az  |
 NC0978|                                                           dddmmss.s |
 NC0978| CZ9322 DOGET RM 1                           24.135 METERS 17125     |
 NC0978| CZ9323 DOGET RM 2                           25.036 METERS 25713     |
 NC0978| NC0984 CLAYSON REISS                       APPROX. 9.7 KM 2725215.9 |
 NC0978|---------------------------------------------------------------------|
 NC0978
 NC0978                          SUPERSEDED SURVEY CONTROL
 NC0978
 NC0978  NAD 83(1986)-  42 06 05.48432(N)    078 11 34.49098(W) AD(       ) 2
 NC0978  NAD 27      -  42 06 05.24430(N)    078 11 35.45549(W) AD(       ) 2
 NC0978  NGVD 29 (07/19/86)  728.9    (m)         2391.     (f) VERT ANG       
 NC0978
 NC0978.Superseded values are not recommended for survey control.
 NC0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0978.See file dsdata.txt to determine how the superseded data were derived.
 NC0978
 NC0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3211664862(NAD 83)
 NC0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0978+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 NC0978
 NC0978  HISTORY     - Date     Condition        Report By
 NC0978  HISTORY     - 1964     MONUMENTED       CGS
 NC0978  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NC0978  HISTORY     - 20031112 GOOD             USPSQD
 NC0978
 NC0978                          STATION DESCRIPTION
 NC0978
 NC0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CAA)
 NC0978'THE STATION IS LOCATED IN A SMALL CLEARING ON THE HIGHEST POINT
 NC0978'OF JORDAN HILL, IN CLARKSVILLE TOWNSHIP, ABOUT 3 MILES
 NC0978'NORTH-NORTHWEST OF BOLIVER, 2-1/2 MILES WEST-NORTHWEST OF RICHBURG
 NC0978'AND ON THE PROPERTY OF MRS. KATE PETE.  IT IS 6 FEET NORTHWEST
 NC0978'OF A WITNESS POST, 51 FEET SOUTHWEST OF THE CENTERLINE OF A TRACK
 NC0978'ROAD, 85 FEET EAST OF A WITNESS POST AND 82 FEET NORTH OF A
 NC0978'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 NC0978'STAMPED DOGET 1964.
 NC0978'
 NC0978'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 17 AND 275 IN
 NC0978'BOLIVER, GO NORTHERLY ON STATE HIGHWAY 275 FOR 0.85 MILE TO A
 NC0978'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON A PAVED ROAD FOR
 NC0978'0.65 MILE TO A DIAGONAL CROSSROAD.  CONTINUE NORTHWEST AND NORTH
 NC0978'ON THE PAVED ROAD FOR 1.05 MILES TO A GRAVELED SIDE ROAD
 NC0978'LEFT.  TURN LEFT AND GO NORTHWESTERLY ON A NARROW GRAVELED ROAD
 NC0978'FOR 0.55 MILE TO A DIM TRACK ROAD ON THE LEFT JUST BEFORE REACHING
 NC0978'THE TOP OF THE HILL.  TURN LEFT AND FOLLOW THE TRACK ROAD
 NC0978'ALONG THE SOUTH SIDE OF A MEADOW FOR 0.2 MILE TO A NARROW
 NC0978'FIELD.  CONTINUE WESTERLY ACROSS THE FIELD AND FOLLOW A
 NC0978'TRACK ROAD UP HILL THROUGH A WOODS FOR 0.25 MILE TO A FORK.  TAKE
 NC0978'RIGHT FORK AND CONTINUE WEST ON THE TRACK ROAD FOR 0.15 MILE TO
 NC0978'A CLEARING AT THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 NC0978'
 NC0978'REFERENCE MARK 1 IS 3.2 FEET NORTH OF A WITNESS POST, 77.6 FEET
 NC0978'SOUTH OF A WITNESS POST AND 112 FEET SOUTHEAST OF A WITNESS
 NC0978'POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 NC0978'DOGET NO 1 1964.
 NC0978'
 NC0978'REFERENCE MARK 2 IS 3 FEET EAST OF A WITNESS POST, 87.6 FEET WEST
 NC0978'OF A WITNESS POST 112 FEET NORTHWEST OF A WITNESS POST.  THE
 NC0978'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DOGET NO 2 1964.
 NC0978'
 NC0978'NO SUITABLE PLACE FOR AN AZIMUTH.
 NC0978'
 NC0978'HEIGHT OF LIGHT ABOVE STATION MARK 29.26 METERS.
 NC0978
 NC0978                          STATION RECOVERY (1974)
 NC0978
 NC0978'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NC0978'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  VIEW FROM STATION
 NC0978'IS COMPLETELY BLOCKED BY YOUNG SOFTWOOD TIMBER.  DISTANCE AND
 NC0978'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.
 NC0978'
 NC0978'STATION MARK IS A STANDARD DISK STAMPED DOGET 1964 SET IN A
 NC0978'12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS
 NC0978'6 FEET NORTHWEST OF A METAL WITNESS POST.
 NC0978'
 NC0978'RM NO. 1 IS A STANDARD DISK STAMPED DOGET NO 1 1964, SET IN A
 NC0978'12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 8 INCHES.  IT IS
 NC0978'3.2 FEET NORTH OF A METAL WITNESS POST.
 NC0978'
 NC0978'RM NO. 2 IS A STANDARD DISK STAMPED DOGET NO 2 1964, SET IN A
 NC0978'12-INCH DIAMETER CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS 3
 NC0978'FEET EAST OF A METAL WITNESS POST.
 NC0978'
 NC0978'TO REACH STATION FROM INTERSECTION OF N.Y. RTES. 17 AND 275 IN
 NC0978'BOLIVAR, GO NORTH ON N.Y. RTE. 275 FOR 0.85 MILE.  TAKE SIDE ROAD
 NC0978'LEFT AND GO NORTH 0.65 MILE TO T-JUNCTION.  TURN LEFT AND GO WEST
 NC0978'ON MESSER RD. (C.R. 5B) FOR 1.15 MILES TO GRAVEL ROAD RIGHT.  TURN
 NC0978'RIGHT AND GO NORTH 0.45 MILE THROUGH SUNNY HILL CAMPSITE GROUNDS
 NC0978'TO THE NORTHWEST CORNER.  CONTINUE AHEAD ALONG BIKE AND
 NC0978'SNOWMOBILE TRAIL FOR 0.55 MILE TO T-INTERSECTION.  GO LEFT, WEST
 NC0978'ALONG THE TRAIL FOR 0.15 MILE TO TOP OF HILL AND STATION.
 NC0978
 NC0978                          STATION RECOVERY (2003)
 NC0978
 NC0978'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0978'RM 1 AND RM 2 FOUND GOOD. VIEW FROM STATION IS COMPLETELY BLOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4363 ***********************************************************************
 KV4363  DESIGNATION -  DOHERTY BLDG TALL BLDG RED LT
 KV4363  PID         -  KV4363
 KV4363  STATE/COUNTY-  NY/QUEENS
 KV4363  USGS QUAD   -  JERSEY CITY (1981)
 KV4363
 KV4363                         *CURRENT SURVEY CONTROL
 KV4363  ___________________________________________________________________
 KV4363* NAD 83(1996)-  40 42 23.13892(N)    074 00 27.55906(W)     ADJUSTED  
 KV4363* NAVD 88     -                                                        
 KV4363  ___________________________________________________________________
 KV4363  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 KV4363  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV4363
 KV4363  HORZ ORDER  -  THIRD
 KV4363
 KV4363.The horizontal coordinates were established by classical geodetic methods
 KV4363.and adjusted by the National Geodetic Survey in January 1999..
 KV4363
 KV4363
 KV4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4363
 KV4363.The geoid height was determined by GEOID03.
 KV4363
 KV4363;                    North         East     Units Scale Factor Converg.
 KV4363;SPC NY L     -    59,938.172   299,353.072   MT  0.99999803   -0 00 18.0
 KV4363;SPC NY L     -   196,647.15    982,127.54   sFT  0.99999803   -0 00 18.0
 KV4363;SPC NJ       -   208,065.859   191,602.680   MT  0.99992130   +0 19 16.0
 KV4363;SPC NJ       -   682,629.41    628,616.46   sFT  0.99992130   +0 19 16.0
 KV4363;SPC NY E     -   208,065.859   191,602.680   MT  0.99992130   +0 19 16.0
 KV4363;SPC NY E     -   682,629.41    628,616.46   sFT  0.99992130   +0 19 16.0
 KV4363;UTM  18      - 4,506,642.026   583,827.546   MT  0.99968649   +0 38 50.0
 KV4363
 KV4363                          SUPERSEDED SURVEY CONTROL
 KV4363
 KV4363  NAD 83(1996)-  40 42 23.13914(N)    074 00 27.55922(W) AD(       ) 4
 KV4363  NAD 83(1992)-  40 42 23.13857(N)    074 00 27.55955(W) AD(       ) 4
 KV4363  NAD 83(1986)-  40 42 23.13985(N)    074 00 27.55967(W) AD(       ) 4
 KV4363  NAD 27      -  40 42 22.77000(N)    074 00 29.04300(W) AD(       ) 3
 KV4363
 KV4363.Superseded values are not recommended for survey control.
 KV4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4363.See file dsdata.txt to determine how the superseded data were derived.
 KV4363
 KV4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8382806642(NAD 83)
 KV4363
 KV4363  HISTORY     - Date     Condition        Report By
 KV4363  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4363  HISTORY     - 20010531 GOOD             INDIV
 KV4363
 KV4363                          STATION DESCRIPTION
 KV4363
 KV4363'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2001
 KV4363'THE BUILDING AT 70 PINE ST IN DOWNTOWN MANHATTAN IS STILL A PROMINENT
 KV4363'LANDMARK. BELIEVE IT IS THE THIRD-TALLEST BUILDING IN DOWNTOWN,
 KV4363'EXCEEDED ONLY BY THE TWIN TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4524 ***********************************************************************
 KV4524  DESIGNATION -  DOL
 KV4524  PID         -  KV4524
 KV4524  STATE/COUNTY-  NY/KINGS
 KV4524  USGS QUAD   -  THE NARROWS (1981)
 KV4524
 KV4524                         *CURRENT SURVEY CONTROL
 KV4524  ___________________________________________________________________
 KV4524* NAD 83(1996)-  40 34 38.30041(N)    074 00 49.53559(W)     ADJUSTED  
 KV4524* NAVD 88     -                                                        
 KV4524  ___________________________________________________________________
 KV4524  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KV4524  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4524
 KV4524  HORZ ORDER  -  THIRD
 KV4524
 KV4524.The horizontal coordinates were established by classical geodetic methods
 KV4524.and adjusted by the National Geodetic Survey in January 1999..
 KV4524
 KV4524
 KV4524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4524
 KV4524.The geoid height was determined by GEOID03.
 KV4524
 KV4524;                    North         East     Units Scale Factor Converg.
 KV4524;SPC NY L     -    45,599.623   298,834.938   MT  1.00000617   -0 00 32.4
 KV4524;SPC NY L     -   149,604.76    980,427.63   sFT  1.00000617   -0 00 32.4
 KV4524;SPC NJ       -   193,725.752   191,166.096   MT  0.99992085   +0 18 58.6
 KV4524;SPC NJ       -   635,581.90    627,184.10   sFT  0.99992085   +0 18 58.6
 KV4524;SPC NY E     -   193,725.752   191,166.096   MT  0.99992085   +0 18 58.6
 KV4524;SPC NY E     -   635,581.90    627,184.10   sFT  0.99992085   +0 18 58.6
 KV4524;UTM  18      - 4,492,303.039   583,472.568   MT  0.99968576   +0 38 29.6
 KV4524
 KV4524                          SUPERSEDED SURVEY CONTROL
 KV4524
 KV4524  NAD 83(1986)-  40 34 38.30090(N)    074 00 49.53467(W) AD(       ) 4
 KV4524  NAD 27      -  40 34 37.92200(N)    074 00 51.03300(W) AD(       ) 3
 KV4524
 KV4524.Superseded values are not recommended for survey control.
 KV4524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4524.See file dsdata.txt to determine how the superseded data were derived.
 KV4524
 KV4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8347392303(NAD 83)
 KV4524_MARKER: 12 = DOLPHIN
 KV4524
 KV4524  HISTORY     - Date     Condition        Report By
 KV4524  HISTORY     - 1945     FIRST OBSERVED   CGS
 KV4524  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 KV4524
 KV4524                          STATION DESCRIPTION
 KV4524
 KV4524'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KV4524'THIS STATION IS THE TALL CENTER PILE OF A DOLPHIN AT NORTON POINT,
 KV4524'IN GRAVESEND BAY.  IT IS APPROXIMATELY 80 METERS W OF THE ROCK
 KV4524'BREAKWATER OF CONEY ISLAND, APPROXIMATELY 190 METERS NW OF
 KV4524'CONEY ISLAND LIGHTHOUSE, IN ABOUT 8 FEET OF WATER.  IT IS THE
 KV4524'MORE S OF TWO DOLPHINS ABOUT 70 METERS APART.
 KV4524'
 KV4524'THIS IS AN INTERSECTION STATION.
 KV4524
 KV4524                          STATION RECOVERY (2005)
 KV4524
 KV4524'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4524'THERE ARE BUOYS OFF NORTONS POINT, BUT THEY ARE NUNS, RATHER THAN
 KV4524'DOLPHINS, AND THEY ARE NORTH OF THE BREAKWATER, RATHER THAN WEST.  THE
 KV4524'STATION SHOULD BE CONSIDERED MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1816 ***********************************************************************
 OE1816  DESIGNATION -  DOLGE
 OE1816  PID         -  OE1816
 OE1816  STATE/COUNTY-  NY/HERKIMER
 OE1816  USGS QUAD   -  LITTLE FALLS (1943)
 OE1816
 OE1816                         *CURRENT SURVEY CONTROL
 OE1816  ___________________________________________________________________
 OE1816* NAD 83(1996)-  43 06 03.30634(N)    074 47 37.41282(W)     ADJUSTED  
 OE1816* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OE1816  ___________________________________________________________________
 OE1816  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 OE1816  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 OE1816
 OE1816  HORZ ORDER  -  THIRD
 OE1816
 OE1816.The horizontal coordinates were established by classical geodetic methods
 OE1816.and adjusted by the National Geodetic Survey in January 1999..
 OE1816
 OE1816.The orthometric height was scaled from a topographic map.
 OE1816
 OE1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1816
 OE1816.The geoid height was determined by GEOID03.
 OE1816
 OE1816;                    North         East     Units Scale Factor Converg.
 OE1816;SPC NY E     -   473,924.100   126,090.934   MT  0.99990703   -0 12 02.5
 OE1816;SPC NY E     - 1,554,865.98    413,683.34   sFT  0.99990703   -0 12 02.5
 OE1816;UTM  18      - 4,772,042.361   516,785.531   MT  0.99960347   +0 08 27.4
 OE1816
 OE1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1816!SPC NY E     -   0.99995659  x   0.99990703  =   0.99986363
 OE1816!UTM  18      -   0.99995659  x   0.99960347  =   0.99956008
 OE1816
 OE1816:                Primary Azimuth Mark                     Grid Az
 OE1816:SPC NY E     -  DOLGE AZ MK                              068 24 34.3
 OE1816:UTM  18      -  DOLGE AZ MK                              068 04 04.4
 OE1816
 OE1816|---------------------------------------------------------------------|
 OE1816| PID    Reference Object                     Distance      Geod. Az  |
 OE1816|                                                           dddmmss.s |
 OE1816| CZ8186 DOLGE AZ MK                                        0681231.8 |
 OE1816| CZ8187 DOLGE RM 1                           23.506 METERS 15221     |
 OE1816| CZ8188 DOLGE RM 2                           26.294 METERS 23938     |
 OE1816|---------------------------------------------------------------------|
 OE1816
 OE1816                          SUPERSEDED SURVEY CONTROL
 OE1816
 OE1816  NAD 83(1986)-  43 06 03.30812(N)    074 47 37.41436(W) AD(       ) 3
 OE1816  NAD 27      -  43 06 03.05558(N)    074 47 38.87549(W) AD(       ) 3
 OE1816
 OE1816.Superseded values are not recommended for survey control.
 OE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1816.See file dsdata.txt to determine how the superseded data were derived.
 OE1816
 OE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN1678672042(NAD 83)
 OE1816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1816
 OE1816  HISTORY     - Date     Condition        Report By
 OE1816  HISTORY     - 1942     MONUMENTED       CGS
 OE1816  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OE1816  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OE1816
 OE1816                          STATION DESCRIPTION
 OE1816
 OE1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1816'STATION IS LOCATED 1.0 MILE W OF DOLGEVILLE, BETWEEN TWO POPLAR
 OE1816'TREES ON THE FRONT LAWN AT THE HOME OF AND OWNED BY
 OE1816'MR. E. K. TOMPKINS, IT IS 27 FEET N OF THE CENTER LINE OF AN E-W
 OE1816'ROAD, 44 FEET E OF THE CENTER LINE OF A N-S ROAD, 59 FEET SW OF
 OE1816'THE SW CORNER OF MR. TOMPKINS HOUSE.  THE DISK IS STAMPED DOLGE
 OE1816'1942.
 OE1816'
 OE1816'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1816'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1816'
 OE1816'REFERENCE MARK NO.1 IS 77.10 FEET SE OF THE STATION, 35.0 FEET
 OE1816'S OF THE CENTER LINE OF AN E-W ROAD, 71.0 FEET SE OF THE CENTER
 OE1816'LINE OF A N-S ROAD.  THE DISK IS STAMPED DOLGE NO.1 1942.
 OE1816'
 OE1816'REFERENCE MARK NO.2 IS 86.39 FEET SW OF STATION, 33.0 FEET S
 OE1816'OF THE CENTER LINE OF E-W ROAD, 39.0 FEET E OF THE CENTER LINE OF
 OE1816'AN N-S ROAD, 1.0 FOOT NE OF A FENCE.  THE DISK IS STAMPED DOLGE
 OE1816'NO.2 1942.
 OE1816'
 OE1816'AZIMUTH MARK IS ABOUT 1.5 MILES NE OF THE STATION, 3.5 FEET
 OE1816'W OF A STANDARD REFERENCE POST, 49.0 FEET W OF A LIGHT POLE, 45.0
 OE1816'FEET N OF THE CENTER LINE OF N.Y. HIGHWAY 29.  THE DISK IS STAMPED
 OE1816'DOLGE 1942.
 OE1816'
 OE1816'TO REACH AZIMUTH MARK FROM STATION GO E 1.1 MILES TO HIGHWAY 167,
 OE1816'TURN N ON HIGHWAY 167 AND GO 0.5 MILE TO HIGHWAY 29, TURN RIGHT
 OE1816'ON HIGHWAY 29 AND GO 0.5 MILE TO AZIMUTH MARK ON THE LEFT SIDE
 OE1816'OF THE HIGHWAY.
 OE1816'
 OE1816'TO REACH THE STATION FROM THE POST OFFICE IN DOLGEVILLE GO S
 OE1816'ON N.Y. HIGHWAY 167 TWO BLOCKS TO SPENCER STREET, TURN W ON
 OE1816'SPENCER STREET AND GO 1.1 MILES TO CROSSROADS AND STATION ON THE
 OE1816'RIGHT BETWEEN TWO POPLAR TREES.
 OE1816'
 OE1816'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OE1816
 OE1816                          STATION RECOVERY (1960)
 OE1816
 OE1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 OE1816'DOLGE. -THE STATION, AZIMUTH AND R.M.1 WERE FOUND TO BE IN
 OE1816'GOOD CONDITION AND DESCRIPTION ADEQUATE.  HOWEVER R.M.2 HAD BEEN
 OE1816'DISLODGED AND RAISED ABOUT 18 INCHES OUT OF THE GROUND BY A SNOW
 OE1816'PLOW DURING THE WINTER.  I DUG THE POST OUT OF THE GROUND
 OE1816'DEEPENED THE HOLE AND SET THE MARK FLUSH WITH THE GROUND.  THE
 OE1816'LOCAL HIGHWAY DEPT. ASSURED ME THE MARK WOULD BE SAFE IN THE
 OE1816'FUTURE.  BEING UNABLE TO POINT ON THE AZIMUTH BECAUSE OF TREES
 OE1816'AND FOLIAGE HALFWAY DOWN THE MOUNTAIN, I INITIALED ON R.M.1.
 OE1816'
 OE1816'DOLGE IS LOCATED 1.0 MILE WEST OF DOLGEVILLE BETWEEN TWO POPLAR
 OE1816'TREES ON THE FRONT LAWN OF A HOME OWNED BY MR. STANLEY
 OE1816'CERNECKAS.  IT IS 27 FEET NORTH OF THE CENTER LINE OF AN E.-W
 OE1816'ROAD.  44 FEET EAST OF THE CENTER LINE OF A N-S ROAD.  59 FEET
 OE1816'SW OF THE SW CORNER OF MR. CERNECKAS HOUSE.  THE DISK IS STAMPED
 OE1816'DOLGE 1942.
 OE1816'
 OE1816'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1816'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1816'
 OE1816'REFERENCE MARK NO.1 IS 77.10 FEET SE OF THE STATION, 35.0 FEET
 OE1816'SOUTH OF THE CENTER LINE OF AN E-W ROAD.  THE DISK IS STAMPED
 OE1816'DOLGE NO.1 1942.
 OE1816'
 OE1816'REFERENCE MARK NO.2 IS 86.39 FEET SW OF STATION, 33.0 FEET S OF
 OE1816'THE CENTER LINE OF E-W ROAD, 39.0 FEET E. OF THE CENTER OF A
 OE1816'N-S ROAD.  1.0 FOOT NE OF A FENCE.  THE DISK IS STAMPED DOLGE
 OE1816'NO.2 1942.
 OE1816'
 OE1816'AZIMUTH MARK IS ABOUT 1.5 MILES NE OF THE STATION, 3.5 FEET W OF A
 OE1816'STANDARD REFERENCE POST 49.0 FEET N OF THE CENTER LINE OF
 OE1816'N.Y. HIGHWAY 29.  THE DISK IS STAMPED DOLGE 1942.
 OE1816'
 OE1816'TO REACH AZIMUTH MARK FROM STATION GO E 1.1 MILES TO HIGHWAY 167,
 OE1816'TURN N ON HIGHWAY 167 AND GO 0.5 MILE TO HIGHWAY 29, TURN RIGHT
 OE1816'ON HIGHWAY AND GO 0.5 MILE TO AZIMUTH MARK ON THE LEFT SIDE OF
 OE1816'THE HIGHWAY.
 OE1816'
 OE1816'TO REACH THE STATION FROM THE POST OFFICE IN DOLGEVILLE GO S
 OE1816'ON N.Y. HIGHWAY 167 TWO BLOCKS TO SPENCER STREET, TURN W ON
 OE1816'SPENCER STREET AND GO 1.1 MILES TO CROSSROADS AND STATION ON THE
 OE1816'RIGHT BETWEEN TWO POPLAR TREES.
 OE1816
 OE1816                          STATION RECOVERY (1975)
 OE1816
 OE1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OE1816'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 OE1816'RECOVERED AND FOUND IN GOOD CONDITION, ALTHOUGH BOTH REFERENCE
 OE1816'MARKS PROJECT 10 INCHES AND REFERENCE MARK 2 IS SLIGHTLY TILTED,
 OE1816'THEY ARE SOLID IN THE GROUND.
 OE1816'
 OE1816'STATION IS LOCATED ABOUT 1 MILE WEST OF DOLGEVILLE, BETWEEN TWO
 OE1816'LARGE TREE ON THE FRONT LAWN OF THE HOME OF MR. L. FEKETE WHO
 OE1816'LIVES AT THE HOUSE.
 OE1816'
 OE1816'TO REACH THE STATION FROM THE POST OFFICE IN DOLGEVILLE, GO
 OE1816'SOUTHERLY ON STATE HIGHWAY 167 FOR 0.15 MILE TO SIDE STREET
 OE1816'RIGHT, TURN RIGHT, GO WEST ON SPENCER STREET FOR 1.1 MILES TO A
 OE1816'CROSSROAD AND THE STATION ON THE RIGHT.
 OE1816'
 OE1816'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 OE1816'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DOLGE
 OE1816'1942.  IT IS 96 FEET WEST OF CENTER OF DRIVEWAY, 59 FEET SOUTHWEST
 OE1816'OF THE SOUTHWEST CORNER OF HOUSE, 49 FEET EAST OF CENTER OF LYNS
 OE1816'ROAD AND 28 FEET NORTH OF CENTER OF PECKVILLE ROAD.
 OE1816'
 OE1816'REFERENCE MARK 1 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 OE1816'CONCRETE MONUMENT PROJECTING ABOUT 10 INCHES ABOVE GROUND AND THIS
 OE1816'DISK IS STAMPED DOLGE NO 1 1942.  IT IS 74 FEET EAST OF CENTER
 OE1816'OF LYON ROAD, 48 FEET WEST-SOUTHWEST OF POWER POLE 34 AND 36 FEET
 OE1816'SOUTH OF CENTER OF PECKVILLE ROAD.
 OE1816'
 OE1816'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 OE1816'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 10 INCHES ABOVE GROUND
 OE1816'AND THE DISK IS STAMPED DOLGE NO 2 1942.  IT IS 36 FEET SOUTHEAST
 OE1816'OF POWER POLE NM 36, 34 FEET WEST OF CENTER OF LYON ROAD, 32 FEET
 OE1816'SOUTH OF CENTER OF PECKVILLE ROAD AND 1.5 FEET EAST OF A ROAD
 OE1816'SIGN.
 OE1816'
 OE1816'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 OE1816'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 OE1816'STAMPED DOLGE 1942.  IT IS 49 FEET WEST OF POWER POLE NYT 14, 45
 OE1816'FEET NORTH OF CENTER OF STATE HIGHWAY 29 AND 2.0 FEET SOUTH OF
 OE1816'WITNESS POST.
 OE1816'
 OE1816'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PECKVILLE
 OE1816'ROAD FOR 1.1 MILE TO STATE HIGHWAY 167, TURN LEFT, GO NORTHERLY
 OE1816'ON STATE HIGHWAY 167 FOR 0.5 MILES TO JUNCTION OF STATE HIGHWAY
 OE1816'29, TURN RIGHT, CROSS BRIDGE AND GO NORTHEASTERLY ON
 OE1816'STATE HIGHWAY 29 FOR 0.5 MILE TO THE MARK ON LEFT, ABOUT 0.05
 OE1816'MILE BEFORE REACHING THE FIRE STATION ON THE LEFT.
 OE1816'
 OE1816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OE1816'1 MILE WEST OF DOLGEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0323 ***********************************************************************
 OE0323  DESIGNATION -  DOLGE 1942
 OE0323  PID         -  OE0323
 OE0323  STATE/COUNTY-  NY/FULTON
 OE0323  USGS QUAD   -  LITTLE FALLS (1943)
 OE0323
 OE0323                         *CURRENT SURVEY CONTROL
 OE0323  ___________________________________________________________________
 OE0323* NAD 83(1986)-  43 06 35.     (N)    074 45 49.     (W)     SCALED    
 OE0323* NAVD 88     -       284.228  (meters)     932.50   (feet)  ADJUSTED  
 OE0323  ___________________________________________________________________
 OE0323  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 OE0323  DYNAMIC HT  -         284.151 (meters)     932.25  (feet)  COMP
 OE0323  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 OE0323
 OE0323  VERT ORDER  -  SECOND    CLASS 0
 OE0323
 OE0323.The horizontal coordinates were scaled from a topographic map and have
 OE0323.an estimated accuracy of +/- 6 seconds.
 OE0323
 OE0323.The orthometric height was determined by differential leveling
 OE0323.and adjusted by the National Geodetic Survey in June 1991..
 OE0323
 OE0323.The geoid height was determined by GEOID03.
 OE0323
 OE0323.The dynamic height is computed by dividing the NAVD 88
 OE0323.geopotential number by the normal gravity value computed on the
 OE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0323.degrees latitude (g = 980.6199 gals.).
 OE0323
 OE0323.The modeled gravity was interpolated from observed gravity values.
 OE0323
 OE0323;                    North         East    Units  Estimated Accuracy
 OE0323;SPC NY E     -   474,890.      128,550.      MT  (+/- 180 meters Scaled)
 OE0323
 OE0323                          SUPERSEDED SURVEY CONTROL
 OE0323
 OE0323  NGVD 29 (??/??/92)  284.38   (m)          933.0    (f) COMPUTED    2 0
 OE0323
 OE0323.Superseded values are not recommended for survey control.
 OE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0323.See file dsdata.txt to determine how the superseded data were derived.
 OE0323
 OE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN192730(NAD 83)
 OE0323_MARKER: DB = BENCH MARK DISK
 OE0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0323_STAMPING: DOLGE 1942
 OE0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0323+STABILITY: SURFACE MOTION
 OE0323
 OE0323  HISTORY     - Date     Condition        Report By
 OE0323  HISTORY     - 1942     MONUMENTED       CGS
 OE0323
 OE0323                          STATION DESCRIPTION
 OE0323
 OE0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0323'0.5 MI SE FROM DOLGEVILLE.
 OE0323'ABOUT 0.5 MILE SOUTHEAST ALONG HIGHWAY NO. 29 FROM THE JUNCTION WITH
 OE0323'HIGHWAY NO. 167 AT DOLGEVILLE, 49 FEET WEST OF POLE NO. NYT 14, 46
 OE0323'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A
 OE0323'WHITE REFERENCE POST, A AZIMUTH DISK SET IN THE TOP OF A CONCRETE
 OE0323'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0380 ***********************************************************************
 OE0380  DESIGNATION -  DOLGEVILLE 1942
 OE0380  PID         -  OE0380
 OE0380  STATE/COUNTY-  NY/HERKIMER
 OE0380  USGS QUAD   -  LITTLE FALLS (1943)
 OE0380
 OE0380                         *CURRENT SURVEY CONTROL
 OE0380  ___________________________________________________________________
 OE0380* NAD 83(1986)-  43 06 04.     (N)    074 46 23.     (W)     SCALED    
 OE0380* NAVD 88     -       244.214  (meters)     801.23   (feet)  ADJUSTED  
 OE0380  ___________________________________________________________________
 OE0380  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 OE0380  DYNAMIC HT  -         244.148 (meters)     801.01  (feet)  COMP
 OE0380  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 OE0380
 OE0380  VERT ORDER  -  SECOND    CLASS 0
 OE0380
 OE0380.The horizontal coordinates were scaled from a topographic map and have
 OE0380.an estimated accuracy of +/- 6 seconds.
 OE0380
 OE0380.The orthometric height was determined by differential leveling
 OE0380.and adjusted by the National Geodetic Survey in June 1991..
 OE0380
 OE0380.The geoid height was determined by GEOID03.
 OE0380
 OE0380.The dynamic height is computed by dividing the NAVD 88
 OE0380.geopotential number by the normal gravity value computed on the
 OE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0380.degrees latitude (g = 980.6199 gals.).
 OE0380
 OE0380.The modeled gravity was interpolated from observed gravity values.
 OE0380
 OE0380;                    North         East    Units  Estimated Accuracy
 OE0380;SPC NY E     -   473,940.      127,770.      MT  (+/- 180 meters Scaled)
 OE0380
 OE0380                          SUPERSEDED SURVEY CONTROL
 OE0380
 OE0380  NGVD 29 (??/??/92)  244.366  (m)          801.72   (f) ADJ UNCH    2 0
 OE0380
 OE0380.Superseded values are not recommended for survey control.
 OE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0380.See file dsdata.txt to determine how the superseded data were derived.
 OE0380
 OE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN184720(NAD 83)
 OE0380_MARKER: DB = BENCH MARK DISK
 OE0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0380_SP_SET: WALL
 OE0380_STAMPING: DOLGEVILLE 1942
 OE0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0380
 OE0380  HISTORY     - Date     Condition        Report By
 OE0380  HISTORY     - 1942     MONUMENTED       CGS
 OE0380
 OE0380                          STATION DESCRIPTION
 OE0380
 OE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0380'IN DOLGEVILLE.
 OE0380'AT DOLGEVILLE, AT THE HIGH SCHOOL, A U.S.C. AND G.S. DISK SET IN THE
 OE0380'FACE OF THE SOUTHEAST BRICK WALL, 2.9 FEET NORTHEAST OF THE SOUTHWEST
 OE0380'CORNER, SET VERTICALLY, 5.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1818 ***********************************************************************
 OE1818  DESIGNATION -  DOLGEVILLE BRECKWELDT LMBR STK
 OE1818  PID         -  OE1818
 OE1818  STATE/COUNTY-  NY/HERKIMER
 OE1818  USGS QUAD   -  LITTLE FALLS (1943)
 OE1818
 OE1818                         *CURRENT SURVEY CONTROL
 OE1818  ___________________________________________________________________
 OE1818* NAD 83(1996)-  43 06 53.60590(N)    074 46 10.13628(W)     ADJUSTED  
 OE1818* NAVD 88     -                                                        
 OE1818  ___________________________________________________________________
 OE1818  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 OE1818  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 OE1818
 OE1818  HORZ ORDER  -  THIRD
 OE1818
 OE1818.The horizontal coordinates were established by classical geodetic methods
 OE1818.and adjusted by the National Geodetic Survey in January 1999..
 OE1818
 OE1818
 OE1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1818
 OE1818.The geoid height was determined by GEOID03.
 OE1818
 OE1818;                    North         East     Units Scale Factor Converg.
 OE1818;SPC NY E     -   475,469.547   128,069.326   MT  0.99990591   -0 11 03.1
 OE1818;SPC NY E     - 1,559,936.34    420,174.11   sFT  0.99990591   -0 11 03.1
 OE1818;UTM  18      - 4,773,599.107   518,754.076   MT  0.99960433   +0 09 27.2
 OE1818
 OE1818                          SUPERSEDED SURVEY CONTROL
 OE1818
 OE1818  NAD 83(1986)-  43 06 53.60734(N)    074 46 10.13851(W) AD(       ) 4
 OE1818  NAD 27      -  43 06 53.35500(N)    074 46 11.60230(W) AD(       ) 3
 OE1818
 OE1818.Superseded values are not recommended for survey control.
 OE1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1818.See file dsdata.txt to determine how the superseded data were derived.
 OE1818
 OE1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN1875473599(NAD 83)
 OE1818
 OE1818  HISTORY     - Date     Condition        Report By
 OE1818  HISTORY     - 1942     MONUMENTED       CGS
 OE1818
 OE1818                          STATION DESCRIPTION
 OE1818
 OE1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 OE1818'THIS INTERSECTION STATION IS LOCATED ON THE N EDGE OF THE CITY
 OE1818'OF DOLGEVILLE.  IT IS A GALVANIZED STACK THAT IS 94 FEET HIGH,
 OE1818'AND IS THE TALLEST OF TWO STACKS.  IT IS LOCATED JUST E OF THE
 OE1818'BOILER HOUSE.
 OE1818'
 OE1818'TO REACH FROM THE JUNCTION OF NEW YORK STATE HIGHWAYS 29 AND
 OE1818'167, GO W AND N ON NEW YORK STATE HIGHWAY 29 FOR 0.5 MILE TO
 OE1818'THE BRECKWELDT LUMBER COMPANY ON THE RIGHT AND STACK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1680 ***********************************************************************
 NC1680  DESIGNATION -  DOMIN
 NC1680  PID         -  NC1680
 NC1680  STATE/COUNTY-  NY/ERIE
 NC1680  USGS QUAD   -  FARNHAM (1960)
 NC1680
 NC1680                         *CURRENT SURVEY CONTROL
 NC1680  ___________________________________________________________________
 NC1680* NAD 83(1996)-  42 34 42.82345(N)    079 03 25.95188(W)     ADJUSTED  
 NC1680* NAVD 88     -       205.7    (meters)     675.     (feet)  VERTCON   
 NC1680  ___________________________________________________________________
 NC1680  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 NC1680  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NC1680
 NC1680  HORZ ORDER  -  FIRST
 NC1680
 NC1680.The horizontal coordinates were established by classical geodetic methods
 NC1680.and adjusted by the National Geodetic Survey in January 1999..
 NC1680
 NC1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1680
 NC1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1680
 NC1680.The geoid height was determined by GEOID03.
 NC1680
 NC1680;                    North         East     Units Scale Factor Converg.
 NC1680;SPC NY W     -   286,464.837   311,099.093   MT  0.99995611   -0 19 14.3
 NC1680;SPC NY W     -   939,843.39  1,020,664.27   sFT  0.99995611   -0 19 14.3
 NC1680;UTM  17      - 4,715,845.817   659,434.282   MT  0.99991275   +1 18 53.2
 NC1680
 NC1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1680!SPC NY W     -   0.99997318  x   0.99995611  =   0.99992929
 NC1680!UTM  17      -   0.99997318  x   0.99991275  =   0.99988593
 NC1680
 NC1680:                Primary Azimuth Mark                     Grid Az
 NC1680:SPC NY W     -  CIMINESI                                 070 14 47.2
 NC1680:UTM  17      -  CIMINESI                                 068 36 39.7
 NC1680
 NC1680|---------------------------------------------------------------------|
 NC1680| PID    Reference Object                     Distance      Geod. Az  |
 NC1680|                                                           dddmmss.s |
 NC1680| NC1691 CIMINESI                            APPROX. 3.7 KM 0695532.9 |
 NC1680| CZ9324 DOMIN RM 1                           24.062 METERS 12145     |
 NC1680| CZ9325 DOMIN RM 2                           24.462 METERS 21241     |
 NC1680| NC1685 FARNHAM AM URETH SOLE INC TK        APPROX. 3.8 KM 2723151.2 |
 NC1680| NC1689 FARNHAM VIL MUN TANK                APPROX. 3.3 KM 3023352.8 |
 NC1680| NC1688 FARNHAM ATT MICROWAVE TOWER         APPROX. 3.8 KM 3095318.5 |
 NC1680|---------------------------------------------------------------------|
 NC1680
 NC1680                          SUPERSEDED SURVEY CONTROL
 NC1680
 NC1680  NAD 83(1986)-  42 34 42.82931(N)    079 03 25.94767(W) AD(       ) 1
 NC1680  NAD 27      -  42 34 42.61467(N)    079 03 26.80936(W) AD(       ) 1
 NC1680  NGVD 29 (07/19/86)  205.8    (m)          675.     (f) VERT ANG       
 NC1680
 NC1680.Superseded values are not recommended for survey control.
 NC1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1680.See file dsdata.txt to determine how the superseded data were derived.
 NC1680
 NC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5943415846(NAD 83)
 NC1680_MARKER: DS = TRIANGULATION STATION DISK
 NC1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1680
 NC1680  HISTORY     - Date     Condition        Report By
 NC1680  HISTORY     - 1973     MONUMENTED       NGS
 NC1680
 NC1680                          STATION DESCRIPTION
 NC1680
 NC1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1680'NO MEASUREMENT BETWEEN RMS, SHED ON LINE.
 NC1680'
 NC1680'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF IRVING, 2 MILES
 NC1680'SOUTHWEST OF BRANT, 1-1/2 MILES SOUTHEAST OF FARNHAM AND ON
 NC1680'PROPERTY OWNED BY MR. T.C. DOMIN WHO LIVES AT THE STATION SITE.
 NC1680'
 NC1680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 249
 NC1680'AND 323 IN BRANT, GO SOUTH ON STATE HIGHWAY 323 FOR 1.0 MILE TO
 NC1680'A CROSSROAD.  TURN RIGHT AND GO WEST ON MILE STRIP ROAD FOR 2.1
 NC1680'MILES TO A GRAVELED DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 NC1680'NORTH ON THE GRAVELED DRIVEWAY FOR 0.2 MILE TO MR. DOMINS HOUSE
 NC1680'ON THE RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON A GRAVELED
 NC1680'ROAD FOR 0.05 MILE TO THE NORTH SIDE OF A BARN AND THE STATION
 NC1680'AS DESCRIBED.
 NC1680'
 NC1680'STATION MARKS ARE STANDARD DISKS STAMPED DOMIN 1973.  THE SURFACE
 NC1680'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NC1680'24 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 124.5 FEET
 NC1680'NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 50 FEET NORTHWEST
 NC1680'OF THE NORTHWEST CORNER OF A SMALL SHED, 33 FEET EAST OF A WIRE
 NC1680'FENCE AND 26 FEET EAST OF THE CENTER OF A FIELD ROAD.  THE
 NC1680'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NC1680'CONCRETE 43 INCHES BELOW THE SURFACE OF THE GROUND.
 NC1680'
 NC1680'REFERENCE MARK 1, A STANDARD DISK STAMPED DOMIN NO 1 1973, IS
 NC1680'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1680'WITH THE SURFACE OF THE GROUND.  IT IS 92 FEET EAST OF THE CENTER
 NC1680'OF THE FIELD ROAD, 49 FEET NORTHEAST OF THE NORTHWEST CORNER
 NC1680'OF THE SMALL SHED AND 1.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 NC1680'OF A TIN SHED.
 NC1680'
 NC1680'REFERENCE MARK 2, A STANDARD DISK STAMPED DOMIN NO 2 1973, IS
 NC1680'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NC1680'WITH THE GROUND SURFACE.  IT IS 48 FEET NORTH OF THE NORTHEAST
 NC1680'CORNER OF THE BARN, 65 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 NC1680'THE SMALL SHED, 23 FEET WEST OF THE CENTER OF THE FIELD ROAD AND
 NC1680'1 FOOT SOUTH OF THE WIRE FENCE.
 NC1680'
 NC1680'NOTE--NO SUITABLE LOCATION FOR A REFERENCE MARK 3.
 NC1680'
 NC1680'HEIGHT OF LIGHT ABOVE STATION MARK 34.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4577 ***********************************************************************
 LX4577  DESIGNATION -  DOMINICAN BOYS CAMP FLAGPOLE
 LX4577  PID         -  LX4577
 LX4577  STATE/COUNTY-  NY/DUTCHESS
 LX4577  USGS QUAD   -  HYDE PARK (1997)
 LX4577
 LX4577                         *CURRENT SURVEY CONTROL
 LX4577  ___________________________________________________________________
 LX4577* NAD 83(1996)-  41 49 16.35862(N)    073 56 16.24215(W)     ADJUSTED  
 LX4577* NAVD 88     -                                                        
 LX4577  ___________________________________________________________________
 LX4577  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LX4577  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LX4577
 LX4577  HORZ ORDER  -  THIRD
 LX4577
 LX4577.The horizontal coordinates were established by classical geodetic methods
 LX4577.and adjusted by the National Geodetic Survey in January 1999..
 LX4577
 LX4577
 LX4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4577
 LX4577.The geoid height was determined by GEOID03.
 LX4577
 LX4577;                    North         East     Units Scale Factor Converg.
 LX4577;SPC NY E     -   331,896.400   196,700.528   MT  0.99992683   +0 22 29.5
 LX4577;SPC NY E     - 1,088,896.77    645,341.65   sFT  0.99992683   +0 22 29.5
 LX4577;UTM  18      - 4,630,471.007   588,211.523   MT  0.99969575   +0 42 29.9
 LX4577
 LX4577                          SUPERSEDED SURVEY CONTROL
 LX4577
 LX4577  NAD 83(1986)-  41 49 16.36027(N)    073 56 16.24218(W) AD(       ) 4
 LX4577  NAD 27      -  41 49 16.02000(N)    073 56 17.77000(W) AD(       ) 3
 LX4577
 LX4577.Superseded values are not recommended for survey control.
 LX4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4577.See file dsdata.txt to determine how the superseded data were derived.
 LX4577
 LX4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8821230471(NAD 83)
 LX4577
 LX4577  HISTORY     - Date     Condition        Report By
 LX4577  HISTORY     - 1933     MONUMENTED       CGS
 LX4577  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX4577
 LX4577                          STATION DESCRIPTION
 LX4577
 LX4577'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4577'THIS SHORT FLAGPOLE IS NEAR A STONE OUTDOOR ALTAR WITH TRELLIS
 LX4577'AT DOMINICAN BOYS CAMP ON THE E SHORE OF THE HUDSON RIVER JUST
 LX4577'N OF HYDE PARK, NEW YORK.
 LX4577'
 LX4577'HEIGHT OF SIGNAL ABOVE STATION MARK 10 METERS.
 LX4577'
 LX4577'SKETCH BELOW GIVES FURTHER DETAILS.
 LX4577
 LX4577                          STATION RECOVERY (1935)
 LX4577
 LX4577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 LX4577'THE FLAGPOLE HAS RECENTLY BEEN REMOVED TO PROVIDE ROOM FOR AN
 LX4577'EXTENSION TO THE OPEN-AIR CHAPEL WHICH IS NOW (OCTOBER 1935) BEING
 LX4577'BUILT.  A SECTION OF THE CONCRETE BASE REMAINED AT THE TIME
 LX4577'THE INSPECTION WAS MADE, HOWEVER, THIS WILL ALSO BE
 LX4577'REMOVED.  INQUIRY OF THE CONSTRUCTION FOREMAN DEVELOPED THAT A
 LX4577'NEW FLAGPOLE WILL BE PLACED IN THE IMMEDIATE LOCALITY UPON
 LX4577'COMPLETION OF THE CHAPEL EXTENSION.  THIS NEW FLAGPOLE SHOULD
 LX4577'NOT BE CONFUSED AS BEING THE STATION.
 LX4577'
 LX4577'STATION IS NOW LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU4137 ***********************************************************************
 KU4137  DESIGNATION -  DOMINIE 1921
 KU4137  PID         -  KU4137
 KU4137  STATE/COUNTY-  NY/SUFFOLK
 KU4137  USGS QUAD   -  NAPEAGUE BEACH (1956)
 KU4137
 KU4137                         *CURRENT SURVEY CONTROL
 KU4137  ___________________________________________________________________
 KU4137* NAD 83(1996)-  40 59 18.63206(N)    072 03 59.32908(W)     ADJUSTED  
 KU4137* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KU4137  ___________________________________________________________________
 KU4137  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KU4137  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4137
 KU4137  HORZ ORDER  -  THIRD
 KU4137
 KU4137.The horizontal coordinates were established by classical geodetic methods
 KU4137.and adjusted by the National Geodetic Survey in January 1999..
 KU4137
 KU4137.The orthometric height was scaled from a topographic map.
 KU4137
 KU4137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4137
 KU4137.The geoid height was determined by GEOID03.
 KU4137
 KU4137;                    North         East     Units Scale Factor Converg.
 KU4137;SPC NY L     -    93,059.037   462,691.720   MT  0.99999781   +1 15 52.9
 KU4137;SPC NY L     -   305,311.19  1,518,014.42   sFT  0.99999781   +1 15 52.9
 KU4137;UTM  18      - 4,541,626.960   746,771.586   MT  1.00034957   +1 55 30.3
 KU4137;UTM  19      - 4,542,011.488   242,042.117   MT  1.00041907   -2 00 44.8
 KU4137
 KU4137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4137!SPC NY L     -   1.00000323  x   0.99999781  =   1.00000104
 KU4137!UTM  18      -   1.00000323  x   1.00034957  =   1.00035280
 KU4137!UTM  19      -   1.00000323  x   1.00041907  =   1.00042230
 KU4137
 KU4137                          SUPERSEDED SURVEY CONTROL
 KU4137
 KU4137  NAD 83(1996)-  40 59 18.63206(N)    072 03 59.32917(W) AD(       ) 3
 KU4137  NAD 83(1992)-  40 59 18.63040(N)    072 03 59.32862(W) AD(       ) 3
 KU4137  NAD 83(1986)-  40 59 18.63229(N)    072 03 59.33611(W) AD(       ) 3
 KU4137  NAD 27      -  40 59 18.26400(N)    072 04 01.06600(W) AD(       ) 3
 KU4137
 KU4137.Superseded values are not recommended for survey control.
 KU4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4137.See file dsdata.txt to determine how the superseded data were derived.
 KU4137
 KU4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4677241627(NAD 83)
 KU4137_MARKER: DS = TRIANGULATION STATION DISK
 KU4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU4137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4137+STABILITY: SURFACE MOTION
 KU4137
 KU4137  HISTORY     - Date     Condition        Report By
 KU4137  HISTORY     - 1921     MONUMENTED       CGS
 KU4137  HISTORY     - 1926     POOR             CGS
 KU4137  HISTORY     - 1933     MARK NOT FOUND   CGS
 KU4137
 KU4137                          STATION DESCRIPTION
 KU4137
 KU4137'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HWH)
 KU4137'THIS STATION IS LOCATED ON THE TOP OF DOMINIE HILL, SOMETIMES
 KU4137'CALLED VIRGIN MARY HILL.  THIS HILL IS DIRECTLY OFF THE BEACH,
 KU4137'ABOUT TWO MILES E OF AMAGANSETT.  IT SHOWS A ROUNDED TOP FROM
 KU4137'ALL DIRECTIONS, AND IS QUITE PROMINENT BEING THE HIGHEST HILL
 KU4137'HEREABOUTS.  IT IS MARKED BY A REGULAR STANDARD BRASS DISK
 KU4137'MARK SET IN A CONCRETE BLOCK ABOUT 2-1/2 FEET LONG, AND 8
 KU4137'INCHES SQUARE ON TOP.  THE SUB-SURFACE MARK IS A 7-INCH
 KU4137'GALVANIZED IRON PIPE ABOUT TWO FEET LONG, DRIVEN INTO THE GROUND,
 KU4137'ITS TOP BEING SURROUNDED BY CONCRETE, AND BEING ABOUT 3 FEET
 KU4137'BELOW THE SURFACE.  NO OTHER MARKS WERE PUT IN BECAUSE OF THE
 KU4137'FACT THAT THIS HILL IS ALL SHIFTING SAND, AND IT IS QUITE
 KU4137'LIKELY THE MARKS WILL NOT BE PERMANENT.
 KU4137
 KU4137                          STATION RECOVERY (1926)
 KU4137
 KU4137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WNB)
 KU4137'STATION IS ON TOP OF HIGH SAND DUNE NEAR SHORE LINE OF ATLANTIC
 KU4137'OCEAN AND ABOUT 1 MILE SW OF NAPEAGUE L.S.S.  BRONZE TABLET
 KU4137'IN CONCRETE MONUMENT.
 KU4137'
 KU4137'CONDITION--BAD, THE WIND HAS WHIPPED THE SAND FROM AROUND
 KU4137'THIS MONUMENT SO THAT IT IS ABOUT TO TOPPLE OVER.  IF IT IS
 KU4137'DESIRED TO SAVE THIS POINT, STEPS SHOULD BE TAKEN TO MAKE IT
 KU4137'MORE PERMANENT.
 KU4137
 KU4137                          STATION RECOVERY (1933)
 KU4137
 KU4137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LCW)
 KU4137'NO TRACE OF THE STATION COULD BE FOUND.  ALL THE DUNES HAVE
 KU4137'BEEN ERODED BADLY ALONG THE COAST AND STATION HAS PROBABLY BEEN
 KU4137'ERODED OUT.  A MORE THOROUGH SEARCH SHOULD BE MADE FOR THIS
 KU4137'STATION BEFORE DECLARING IT LOST AS IT IS NOT POSITIVELY CERTAIN
 KU4137'THE SEARCH WAS MADE ON THE RIGHT DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1149 ***********************************************************************
 NC1149  DESIGNATION -  DOMKO
 NC1149  PID         -  NC1149
 NC1149  STATE/COUNTY-  NY/ERIE
 NC1149  USGS QUAD   -  ORCHARD PARK (1965)
 NC1149
 NC1149                         *CURRENT SURVEY CONTROL
 NC1149  ___________________________________________________________________
 NC1149* NAD 83(1996)-  42 55 54.48576(N)    078 38 46.04256(W)     ADJUSTED  
 NC1149* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 NC1149  ___________________________________________________________________
 NC1149  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 NC1149  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NC1149
 NC1149  HORZ ORDER  -  FIRST
 NC1149
 NC1149.The horizontal coordinates were established by classical geodetic methods
 NC1149.and adjusted by the National Geodetic Survey in January 1999..
 NC1149
 NC1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1149
 NC1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1149
 NC1149.The geoid height was determined by GEOID03.
 NC1149
 NC1149;                    North         East     Units Scale Factor Converg.
 NC1149;SPC NY W     -   325,596.114   344,874.737   MT  0.99993782   -0 02 34.0
 NC1149;SPC NY W     - 1,068,226.58  1,131,476.53   sFT  0.99993782   -0 02 34.0
 NC1149;UTM  17      - 4,755,929.725   692,076.684   MT  1.00005389   +1 36 13.6
 NC1149
 NC1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1149!SPC NY W     -   0.99997077  x   0.99993782  =   0.99990859
 NC1149!UTM  17      -   0.99997077  x   1.00005389  =   1.00002465
 NC1149
 NC1149|---------------------------------------------------------------------|
 NC1149| PID    Reference Object                     Distance      Geod. Az  |
 NC1149|                                                           dddmmss.s |
 NC1149| CZ9327 DOMKO RM 1                           27.252 METERS 07443     |
 NC1149| NC1064 MILLGROVE PENITENTIARY N STACK      APPROX. 8.4 KM 0904104.7 |
 NC1149| NC1097 MILLGROVE PENITENTIARY S STACK      APPROX. 8.4 KM 0904243.8 |
 NC1149| NC1063 ALDEN CENTER NYC RR STANDPIPE       APPROX. 5.9 KM 0934520.9 |
 NC1149| CZ9328 DOMKO RM 2                           15.653 METERS 17225     |
 NC1149| CZ9326 DOMKO AZ MK                                        2703748.8 |
 NC1149| NC1151 RNG BUFFALO RADIO BUF               APPROX. 6.5 KM 2933939.4 |
 NC1149|---------------------------------------------------------------------|
 NC1149
 NC1149                          SUPERSEDED SURVEY CONTROL
 NC1149
 NC1149  NAD 83(1986)-  42 55 54.49211(N)    078 38 46.03979(W) AD(       ) 1
 NC1149  NAD 27      -  42 55 54.28070(N)    078 38 46.93887(W) AD(       ) 1
 NC1149  NGVD 29 (07/19/86)  221.5    (m)          727.     (f) VERT ANG       
 NC1149
 NC1149.Superseded values are not recommended for survey control.
 NC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1149.See file dsdata.txt to determine how the superseded data were derived.
 NC1149
 NC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH9207755930(NAD 83)
 NC1149_MARKER: DS = TRIANGULATION STATION DISK
 NC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1149
 NC1149  HISTORY     - Date     Condition        Report By
 NC1149  HISTORY     - 1958     MONUMENTED       CGS
 NC1149  HISTORY     - 1962     GOOD             LOCSUR
 NC1149  HISTORY     - 1973     GOOD             NGS
 NC1149
 NC1149                          STATION DESCRIPTION
 NC1149
 NC1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 NC1149'THE STATION IS APPROXIMATELY 12.0 MILES EAST-NORTHEAST OF THE CENTER
 NC1149'OF BUFFALO AND 2.5 MILES NORTHEAST OF THE CENTER OF LANCASTER.
 NC1149'
 NC1149'TO REACH FROM THE POST OFFICE IN LANCASTER, GO EAST FOR 0.05
 NC1149'MILE (1/2 BLOCK) TO A TRAFFIC LIGHT.  TURN LEFT AND GO NORTH FOR
 NC1149'1.0 MILE TO A CROSSROAD AND TRAFFIC LIGHT.  TURN RIGHT AND GO
 NC1149'EASTERLY ON ELLICOTT ROAD FOR 1.6 MILES TO A SIDE ROAD
 NC1149'LEFT.  TURN LEFT AND GO NORTH ON STONY ROAD FOR 0.7 MILE TO A
 NC1149'CROSSROAD.  TURN LEFT ON PLEASANT VIEW DR. FOR 0.2 MILE TO A
 NC1149'GRAVEL ROAD LEFT LEADING TO VOR AND STATION ON THE LEFT IN THE
 NC1149'SOUTHEAST ANGLE OF ROAD (CONTINUE STRAIGHT AHEAD ON PLEASANT
 NC1149'VIEW DR. FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT).
 NC1149'
 NC1149'STATION MARKS ARE STANDARD DISKS STAMPED DOMKO 1958.  THE
 NC1149'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 NC1149'SURFACE OF THE GROUND.  IT IS 47 FEET SOUTH OF THE CENTER LINE
 NC1149'OF PLEASANT VIEW DR. AND 18 FEET EAST OF THE CENTER OF GRAVEL
 NC1149'ROAD LEADING TO VOR.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 NC1149'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 NC1149'
 NC1149'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOMKO NO 1 1958,
 NC1149'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 NC1149'24.5 FEET SOUTH OF THE CENTER LINE OF PLEASANT VIEW DR.
 NC1149'
 NC1149'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOMKO NO 2 1958,
 NC1149'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 NC1149'GROUND.  IT IS 24 FEET SOUTHEAST OF THE CENTER OF GRAVEL ROAD
 NC1149'LEADING TO VOR AND 2.5 FEET NORTH OF A TRIPLE-TRUNK TREE.
 NC1149'
 NC1149'AZIMUTH MARK, A STANDARD DISK STAMPED DOMKO 1958, IS SET IN A
 NC1149'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 14 FEET
 NC1149'SOUTH-SOUTHEAST OF THE CENTER LINE OF PLEASANT VIEW DR. AND 12
 NC1149'FEET EAST OF THE SOUTH END OF A CONCRETE CULVERT.  A STANDARD
 NC1149'WITNESS POST WAS SET 1.5 FEET NORTHWEST OF THE MARK.
 NC1149'
 NC1149'NOTE--A TRAVERSE CONNECTION WAS MADE TO THE VOR.
 NC1149
 NC1149                          STATION RECOVERY (1962)
 NC1149
 NC1149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 NC1149'STATION MARK AND R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M. 1 AND
 NC1149'THE AZIMUTH MARK WERE NOT LOOKED FOR. OBRIEN AND GERE.
 NC1149
 NC1149                          STATION RECOVERY (1973)
 NC1149
 NC1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC1149'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NC1149'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 NC1149'MARK 1 CHECKED.  A DISCREPANCY WAS FOUND IN THE MEASUREMENT TO
 NC1149'REFERENCE MARK 2.  IN THE 1958 MEASUREMENT, THE FEET AND METERS
 NC1149'DID NOT CHECK WITH EACH OTHER.  THE FEET MEASUREMENTS CHECKED,
 NC1149'BUT THE METER MEASUREMENTS WAS MISSED BY 0.016.  THE ANGLE TO
 NC1149'THE REFERENCE MARKS CHECKED.  THE ANGLE TO THE AZIMUTH MARK WAS
 NC1149'MISSED BY 01 MINUTE AND 09 SECONDS.  THE VOR IS NO LONGER
 NC1149'VISIBLE FROM THE GROUND.  DUE TO CHANGES, A NEW DESCRIPTION
 NC1149'FOLLOWS.
 NC1149'
 NC1149'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF THE JUNCTION OF
 NC1149'U.S. HIGHWAY 20 AND STATE HIGHWAY 78 IN THE VILLAGE OF DEPEW,
 NC1149'2-1/2 MILES EAST OF STATE HIGHWAY 78 (TRANSIT ROAD), 1-1/4 MILES
 NC1149'SOUTH OF THE NEW YORK THRUWAY, 1/4 MILE NORTH OF A VOR AND ON
 NC1149'PROPERTY OWNED BY MR. DOMKOWSKI WHO LIVES IN THE HOUSE JUST
 NC1149'SOUTHEAST OF THE STATION.
 NC1149'
 NC1149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NC1149'STATE HIGHWAY 78 IN THE VILLAGE OF DEPEW, GO NORTH ON HIGHWAY 78
 NC1149'(TRANSIT ROAD) FOR 2.3 MILES TO THE JUNCTION OF PLEASANT VIEW
 NC1149'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON PLEASANT VIEW
 NC1149'ROAD FOR 2.3 MILES TO A CONCRETE CULVERT UNDER THE ROAD, A FIRE
 NC1149'HYDRANT ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS
 NC1149'DESCRIBED.  CONTINUE EAST ON PLEASANT VIEW ROAD FOR 0.3 MILE
 NC1149'TO A SIDE ROAD RIGHT AND 2 SMALL SIGNS U.S. GOV. WARNING
 NC1149'AIRWAYS RADIO RANGE MARKER AND THE STATION ON THE RIGHT AS
 NC1149'DESCRIBED.
 NC1149'
 NC1149'THE STATION MARKS ARE STANDARD DISKS STAMPED DOMKO 1958.  THE
 NC1149'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 NC1149'GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 NC1149'CONCRETE 30 INCHES BELOW THE GROUND.  THEY ARE 57 FEET NORTHWEST
 NC1149'OF A CONCRETE FOUNDATION AROUND A WELL, 48 FEET SOUTH OF CENTER
 NC1149'OF PLEASANT VIEW ROAD, 28 FEET NORTH OF THE NORTH END OF A ROW
 NC1149'OF TREES ALONG THE EAST SIDE OF A GRAVEL ROAD, 28 FEET EAST OF
 NC1149'POWER POLE 92-1 377 AND 16.5 FEET EAST OF CENTER OF A GRAVEL
 NC1149'ROAD LEADING TO A VOR.
 NC1149'
 NC1149'REFERENCE MARK 1, STAMPED DOMKO NO 1 1958, IS A STANDARD DISK
 NC1149'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 104
 NC1149'FEET EAST OF CENTER OF THE GRAVEL ROAD, 96 FEET NORTHEAST OF THE
 NC1149'CENTER OF THE CONCRETE FOUNDATION AROUND THE WELL, 76 FEET
 NC1149'SOUTHWEST OF POWER POLE V 36993, 26 FEET SOUTH OF CENTER OF
 NC1149'PLEASANT VIEW ROAD AND 8 FEET WEST OF AN 8 INCH MAPLE
 NC1149'TREE.
 NC1149'
 NC1149'REFERENCE MARK 2, STAMPED DOMKO NO 2 1958, IS A STANDARD
 NC1149'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 NC1149'99 FEET SOUTH OF CENTER OF PLEASANT VIEW ROAD, 24 FEET SOUTH OF
 NC1149'THE NORTH END OF A ROW OF TREES ALONG THE EAST SIDE OF THE
 NC1149'GRAVEL ROAD, 23 FEET EAST OF CENTER OF THE GRAVEL ROAD AND 19
 NC1149'FEET WEST OF CENTER OF THE CONCRETE FOUNDATION AROUND THE
 NC1149'WELL.
 NC1149'
 NC1149'AZIMUTH MARK, STAMPED DOMKO 1958, IS A STANDARD DISK SET IN
 NC1149'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 104 FEET
 NC1149'SOUTHWEST OF POWER POLE V 83, 51.5 FEET EAST OF A FIRE HYDRANT,
 NC1149'15 FEET EAST OF CENTER OF A CONCRETE ABUTMENT AT THE SOUTH END
 NC1149'OF A CULVERT, 14 FEET SOUTH OF CENTER OF PLEASANT VIEW ROAD AND
 NC1149'2.5 FEET EAST OF A 4 BY 6 INCH WOODEN POST PROJECTING ABOUT 3
 NC1149'FEET.
 NC1149'
 NC1149'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 NC1149'
 NC1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1149'3-1/2 MILES NORTHEAST OF DEPEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG1095 ***********************************************************************
 OG1095  DESIGNATION -  DON
 OG1095  PID         -  OG1095
 OG1095  STATE/COUNTY-  NY/NIAGARA
 OG1095  USGS QUAD   -  
 OG1095
 OG1095                         *CURRENT SURVEY CONTROL
 OG1095  ___________________________________________________________________
 OG1095* NAD 83(1996)-  43 22 10.05489(N)    078 32 48.10052(W)     ADJUSTED  
 OG1095* NAVD 88     -        76.3    (meters)     250.     (feet)  VERTCON   
 OG1095  ___________________________________________________________________
 OG1095  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 OG1095  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 OG1095
 OG1095  HORZ ORDER  -  THIRD
 OG1095
 OG1095.The horizontal coordinates were established by classical geodetic methods
 OG1095.and adjusted by the National Geodetic Survey in January 1999..
 OG1095
 OG1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1095
 OG1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG1095
 OG1095.The geoid height was determined by GEOID03.
 OG1095
 OG1095;                    North         East     Units Scale Factor Converg.
 OG1095;SPC NY W     -   374,213.734   352,969.411   MT  0.99993761   +0 01 30.6
 OG1095;SPC NY W     - 1,227,732.89  1,158,033.81   sFT  0.99993761   +0 01 30.6
 OG1095;UTM  17      - 4,804,767.111   698,766.164   MT  1.00008601   +1 41 06.8
 OG1095
 OG1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1095!SPC NY W     -   0.99999369  x   0.99993761  =   0.99993131
 OG1095!UTM  17      -   0.99999369  x   1.00008601  =   1.00007970
 OG1095
 OG1095                          SUPERSEDED SURVEY CONTROL
 OG1095
 OG1095  NAD 83(1986)-  43 22 10.06056(N)    078 32 48.09960(W) AD(       ) 3
 OG1095  NGVD 29 (05/23/89)   76.5    (m)          251.     (f) VERT ANG       
 OG1095
 OG1095.Superseded values are not recommended for survey control.
 OG1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1095.See file dsdata.txt to determine how the superseded data were derived.
 OG1095
 OG1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ9876604767(NAD 83)
 OG1095_MARKER: DE = TRAVERSE STATION DISK
 OG1095_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG1095+WITH SETTING: PAVEMENT
 OG1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1095+STABILITY: SURFACE MOTION
 OG1095
 OG1095  HISTORY     - Date     Condition        Report By
 OG1095  HISTORY     - 1982     MONUMENTED       NOS
 OG1095
 OG1095                          STATION DESCRIPTION
 OG1095
 OG1095'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1095'THE STATION IS LOCATED APPROXIMATELY 2.3 KILOMETERS NORTH OF THE
 OG1095'VILLAGE OF SOMERSET ON A CONCRETE DOCK OVERLOOKING LAKE ONTARIO.
 OG1095'THE DOCK IS PRIVATELY OWNED BY DONALD TRUESDELL OF 8761 LAKEVIEW
 OG1095'BARKER, NEW YORK, 14012.  PERMISSION SHOULD BE OBTAINED FROM MR
 OG1095'TRUESDELL PRIOR TO THE STATIONS USE.
 OG1095'
 OG1095'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 18 AND 148
 OG1095'(QUAKER ROAD) GO NORTH ON 148 FOR 1.8 KILOMETERS (1.1 MILES) TO
 OG1095'ITS INTERSECTION WITH LOWER LAKE ROAD.  TURN RIGHT, EAST ON LOWER
 OG1095'LAKE ROAD AND GO FOR 0.9 KILOMETER (0.6 MILE) TO AN ASPHALT ROAD
 OG1095'TO THE LEFT, COATES ROAD.  TURN LEFT, NORTH ON COATES ROAD AND GO
 OG1095'FOR 0.3 KILOMETER (0.2 MILE) TO A SHARP 90 DEGREE CURVE TO THE
 OG1095'LEFT, WEST.  THIS IS THE EAST END OF LAKEVIEW DRIVE.  FOLLOW THE
 OG1095'ROAD AROUND THE CURVE TO THE WEST ONTO LAKEVIEW DRIVE AND CONTINUE
 OG1095'ON FOR ANOTHER 150 METERS TO THE TRUESDELL RESIDENCE ON THE RIGHT
 OG1095'AT HOUSE NUMBER 8761.  PARK ON THE STREET SIDE OF THE HOUSE AND
 OG1095'WALK AROUND TO THE NORTH SIDE OF THE HOUSE DOWN TO THE WATERS
 OG1095'EDGE AND THE STATION ON THE SURFACE OF THE TRUESDELL DOCK.
 OG1095'
 OG1095'THE STATION IS A STANDARD NOS DISK
 OG1095'STAMPED---DON 1982---,
 OG1095'SET INTO A DRILL HOLE ON THE SURFACE OF A CONCRETE DOCK,
 OG1095'IT IS LOCATED
 OG1095'1.89 METERS (6.2 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A
 OG1095'CONCRETE WALL WHICH SUPPORTS A WROUGHT IRON FENCE,
 OG1095'1.71 METERS (5.6 FT) EAST FROM THE WEST END OF THE CONCRETE DOCK,
 OG1095'0.49 METER (1.6 FT) SOUTH FROM FROM THE NORTH EDGE OF THE
 OG1095'CONCRETE DOCK.
 OG1095'
 OG1095'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3199 ***********************************************************************
 KU3199  CBN         -  This is a Cooperative Base Network Control Station.
 KU3199  DESIGNATION -  DONAHUE
 KU3199  PID         -  KU3199
 KU3199  STATE/COUNTY-  NY/NASSAU
 KU3199  USGS QUAD   -  LAWRENCE (1979)
 KU3199
 KU3199                         *CURRENT SURVEY CONTROL
 KU3199  ___________________________________________________________________
 KU3199* NAD 83(1996)-  40 37 03.48860(N)    073 44 55.97606(W)     ADJUSTED  
 KU3199* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 KU3199  ___________________________________________________________________
 KU3199  X           -   1,356,791.887 (meters)                     COMP
 KU3199  Y           -  -4,654,604.077 (meters)                     COMP
 KU3199  Z           -   4,130,267.546 (meters)                     COMP
 KU3199  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KU3199  ELLIP HEIGHT-         -25.71  (meters)          (09/18/02) GPS OBS
 KU3199  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KU3199
 KU3199  HORZ ORDER  -  A
 KU3199  ELLP ORDER  -  FOURTH    CLASS II
 KU3199
 KU3199.The horizontal coordinates were established by GPS observations
 KU3199.and adjusted by the National Geodetic Survey in September 2002..
 KU3199
 KU3199.The orthometric height was determined by GPS observations and a
 KU3199.high-resolution geoid model.
 KU3199
 KU3199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU3199
 KU3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3199
 KU3199.The ellipsoidal height was determined by GPS observations
 KU3199.and is referenced to NAD 83.
 KU3199
 KU3199.The geoid height was determined by GEOID03.
 KU3199
 KU3199;                    North         East     Units Scale Factor Converg.
 KU3199;SPC NY L     -    50,108.507   321,249.500   MT  1.00000309   +0 09 51.3
 KU3199;SPC NY L     -   164,397.66  1,053,966.07   sFT  1.00000309   +0 09 51.3
 KU3199;UTM  18      - 4,497,064.674   605,827.934   MT  0.99973785   +0 48 52.4
 KU3199
 KU3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3199!SPC NY L     -   1.00000403  x   1.00000309  =   1.00000712
 KU3199!UTM  18      -   1.00000403  x   0.99973785  =   0.99974188
 KU3199
 KU3199|---------------------------------------------------------------------|
 KU3199| PID    Reference Object                     Distance      Geod. Az  |
 KU3199|                                                           dddmmss.s |
 KU3199| CB6011 DONAHUE RM 1                         52.816 METERS 03648     |
 KU3199| CB6013 DONAHUE RM 3 AZIMUTH                               12052     |
 KU3199| KU3200 INWOOD ST PAUL METH CH SPIRE        387.601 METERS 12426     |
 KU3199| KU3197 LAWRENCE HIGH SCHOOL DOME           APPROX. 1.4 KM 1255900.5 |
 KU3199| CB6012 DONAHUE RM 2                         28.118 METERS 33659     |
 KU3199|---------------------------------------------------------------------|
 KU3199
 KU3199                          SUPERSEDED SURVEY CONTROL
 KU3199
 KU3199  NAD 83(1996)-  40 37 03.48887(N)    073 44 55.97634(W) AD(       ) 1
 KU3199  ELLIP H (01/11/99)  -25.71   (m)                       GP(       ) 4 1
 KU3199  NAD 83(1986)-  40 37 03.49319(N)    073 44 55.97503(W) AD(       ) 1
 KU3199  NAD 27      -  40 37 03.11578(N)    073 44 57.49607(W) AD(       ) 1
 KU3199  NGVD 29 (03/24/92)    6.63   (m)           21.8    (f) LEVELING    3  
 KU3199
 KU3199.Superseded values are not recommended for survey control.
 KU3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3199.See file dsdata.txt to determine how the superseded data were derived.
 KU3199
 KU3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK0582897065(NAD 83)
 KU3199_MARKER: DS = TRIANGULATION STATION DISK
 KU3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3199_SP_SET: CONCRETE POST
 KU3199_STAMPING: DONAHUE 1965
 KU3199_MARK LOGO: CGS   
 KU3199_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU3199+STABILITY: SURFACE MOTION
 KU3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3199+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 KU3199
 KU3199  HISTORY     - Date     Condition        Report By
 KU3199  HISTORY     - 1965     MONUMENTED       CGS
 KU3199  HISTORY     - 1965     GOOD             CGS
 KU3199  HISTORY     - 19890616 GOOD             SBAS
 KU3199  HISTORY     - 19890616 SEE DESCRIPTION  SBAS
 KU3199  HISTORY     - 19900109 GOOD
 KU3199  HISTORY     - 20010811 GOOD             NGS
 KU3199
 KU3199                          STATION DESCRIPTION
 KU3199
 KU3199'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 KU3199'THE STATION IS LOCATED IN THE SODDED ATHLETIC FIELD AREA, ON
 KU3199'THE GROUNDS OF PUBLIC SCHOOL NUMBER 2, IN THE TOWN OF INWOOD.
 KU3199'
 KU3199'TO REACH THE STATION FROM THE INTERSECTION OF PENINSULA
 KU3199'BOULEVARD AND ROCKAWAY TURNPIKE (IN THE WEST EDGE OF CEDARHURST),
 KU3199'GO SOUTH ON ROCKAWAY TURNPIKE FOR 0.3 MILE TO BURNSIDE
 KU3199'AVENUE.  TURN RIGHT AND GO WEST ON BURNSIDE AVENUE FOR 0.65
 KU3199'MILE TO DOUGHTY BOULEVARD.  TURN LEFT AND GO SOUTH ON DOUGHTY
 KU3199'BOULEVARD FOR 0.2 MILE TO MOTT AVENUE, THEN TURN RIGHT AND GO
 KU3199'WEST ON MOTT AVENUE FOR 0.1 MILE TO GATE LEADING TO BLACKTOPPED
 KU3199'PLAY AREA OF SCHOOL.  TURN LEFT INTO SCHOOL GROUNDS AND GO
 KU3199'SOUTH ACROSS THE BLACKTOPPED PLAY AREA TO A GATE IN A FENCE
 KU3199'NEAR THE SOUTHEAST CORNER OF THE SCHOOL BUILDING.  GO
 KU3199'THROUGH GATE INTO THE ATHLETIC FIELD AND TURN RIGHT ALONG
 KU3199'THE FENCE.  GO TO THE NORTHWEST CORNER OF THE FIELD AND THEN
 KU3199'LEFT, SOUTH FOR 38 PACES TO THE STATION.
 KU3199'
 KU3199'THE STATION MARK IS 193 FEET SOUTHWEST OF THE SOUTHEAST
 KU3199'CORNER OF THE BUILDING, 122.6 FEET SOUTHWEST OF THE SOUTHWEST
 KU3199'CORNER OF THE BUILDING, AND 13.5 FEET EAST OF THE CHAIN-LINK
 KU3199'FENCE.  IT IS A STANDARD TRIANGULATION DISK SET IN A 12 IN
 KU3199'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND, AND STAMPED
 KU3199'DONAHUE 1965.
 KU3199'
 KU3199'REFERENCE MARK NO. 1 IS 22.3 FEET SOUTHWEST OF THE SOUTHEAST
 KU3199'CORNER OF THE BUILDING, 9.1 FEET WEST OF THE EAST CORNER OF A
 KU3199'CONCRETE STEP, AND 8.9 FEET EAST OF THE WEST CORNER OF THE
 KU3199'STEP.  IT IS A STANDARD REFERENCE MARK CEMENTED IN A DRILLED
 KU3199'HOLE IN A CONCRETE STEP AT THE SOUTHERN ENTRANCE TO THE
 KU3199'SCHOOL.  IT IS 7 IN ABOVE GROUND AND STAMPED DONAHUE NO 1 1965.
 KU3199'
 KU3199'REFERENCE MARK NO. 2 IS 66.5 FEET SOUTHWEST OF THE SOUTHWEST
 KU3199'CORNER OF THE SCHOOL BUILDING, 20.7 FEET SOUTH OF THE FENCE
 KU3199'CORNER, AND 1.3 FEET EAST OF THE CHAIN-LINK FENCE.  IT IS A
 KU3199'STANDARD REFERENCE MARK SET IN A 12 IN DIAMETER CONCRETE
 KU3199'MONUMENT FLUSH WITH THE GROUND, AND STAMPED DONAHUE NO 2 1965.
 KU3199'
 KU3199'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 39.1 FEET SOUTHEAST
 KU3199'OF A 24 IN RED OAK TREE, 5.2 FEET NORTHWEST OF THE SOUTHEAST
 KU3199'FENCE CORNER AND 3.5 FEET WEST OF A METAL WITNESS POST.  IT IS
 KU3199'A STANDARD REFERENCE MARK SET IN A 12 IN DIAMETER CONCRETE
 KU3199'MONUMENT FLUSH WITH THE GROUND, AND STAMPED DONAHUE NO 3 1965.
 KU3199'
 KU3199'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KU3199
 KU3199                          STATION RECOVERY (1965)
 KU3199
 KU3199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KU3199'RECOVERED IN GOOD CONDITION.
 KU3199
 KU3199                          STATION RECOVERY (1989)
 KU3199
 KU3199'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1989
 KU3199'THE STATION IS LOCATED IN THE SODDED ATHLETIC FIELD AREA, ON THE
 KU3199'GROUNDS OF PUBLIC SCHOOL NUMBER 2, IN THE TOWN OF INWOOD.  TO REACH
 KU3199'THE STATION FROM THE INTERSECTION OF PENINSULA BOULEVARD AND ROCKAWAY
 KU3199'TURNPIKE (IN THE WEST EDGE OF CEDARHURST), GO SOUTH ON ROCKAWAY
 KU3199'TURNPIKE FOR 0.3 MILE TO BURNSIDE AVENUE.  TURN RIGHT AND GO WEST ON
 KU3199'BURNSIDE AVENUE FOR 0.65 MILE TO DOUGHTY BOULEVARD.  TURN LEFT AND GO
 KU3199'SOUTH ON DOUGHTY BOULEVARD FOR 0.2 MILE TO MOTT AVENUE, THEN TURN
 KU3199'RIGHT AND GO WEST ON MOTT AVENUE FOR 0.1 MILE TO GATE LEADING TO
 KU3199'BLACKTOPPED PLAY AREA OF SCHOOL.  TURN LEFT INTO SCHOOL GROUNDS AND
 KU3199'GO SOUTH ACROSS THE BLACKTOPPED PLAY AREA TO A GATE IN A FENCE NEAR
 KU3199'THE SOUTHEAST CORNER OF THE SCHOOL BUILDING.  GO THROUGH GATE INTO
 KU3199'THE ATHLETIC FIELD AND TURN RIGHT ALONG THE FENCE.  GO TO THE
 KU3199'NORTHWEST CORNER OF THE FIELD AND THEN LEFT, SOUTH FOR 38 PACES TO
 KU3199'THE STATION.  THE STATION MARK IS 193 FEET SOUTHWEST OF THE SOUTHEAST
 KU3199'CORNER OF THE BUILDING, 122.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KU3199'OF THE BUILDING, AND 13.5 FEET EAST OF THE CHAIN-LINK FENCE.  IT IS A
 KU3199'STANDARD TRIANGULATION DISK SET IN A 12 IN DIAMETER CONCRETE MONUMENT
 KU3199'FLUSH WITH THE GROUND, AND STAMPED DONAHUE 1965.
 KU3199
 KU3199                          STATION RECOVERY (1989)
 KU3199
 KU3199'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 1989
 KU3199'RECOVERED AS DESCRIBED.
 KU3199
 KU3199                          STATION RECOVERY (1990)
 KU3199
 KU3199'RECOVERED 1990
 KU3199'RECOVERED IN GOOD CONDITION.
 KU3199
 KU3199                          STATION RECOVERY (2001)
 KU3199
 KU3199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 KU3199'IN THE CITY OF INWOOD,  NEAR THE INTERSECTION OF MOTT AND  DONAHUE
 KU3199'AVENUES AND SHERIDAN BOULEVARD.   OWNERSHIP,  PUBLIC SCHOOL 2,  1
 KU3199'DONAHUE AVE, INWOOD NY. 11096.  PHONE 516 295-6200.
 KU3199' 
 KU3199'TO REACH FROM THE JUNCTION OF NASSAU PARKWAY--878-- GO WEST ON MOTT
 KU3199'FOR 0.6 KM
 KU3199'TO THE JUNCTION OF SHERIDAN BULIVARD AND DONAHUE, TURN LEFT, SOUTH, GO
 KU3199'0.16 KM ON
 KU3199'DONAHUE AVENUE TO THE MARK ON THE LEFT.  TO REACH FROM BURNSIDE AVE
 KU3199'AND DOUGHTY BLVD,
 KU3199'GO 0.3  MILE SOUTH ON DOUGHTY TO RIGHT ON SOLOMON AVE, THEN 0.1 MILE
 KU3199'TO RIGHT ON DONAHUE
 KU3199'AVE, THEN 280 FT NORTH TO MARK ON RIGHT.
 KU3199' 
 KU3199'THE MARK IS 37.4 M SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 KU3199'23.9 M SOUTHWEST
 KU3199'OF A CHAIN-LINK FENCE CORNER, 11.6 M EAST OF THE CENTER OF THE AVE,
 KU3199'4.1M EAST OF A CHAIN-LINK
 KU3199'FENCE, 0.3 ABOVE THE LEVEL OF THE STREET,  AND THE MONUMENT IS
 KU3199'RECESSED 0.1 M BELOW THE
 KU3199'GROUND SURFACE. ALSO 281 FT NORTH OF C-L OF SOLOMON AVE, 264 FT NORTH
 KU3199'OF NORTH CURB, 38.5
 KU3199'FT EAST OF C-L OF DONAHUE AVE, 21.5 FT EAST OF EAST CURB.
 KU3199' 
 KU3199' 
 KU3199' 
 KU3199' 
 KU3199'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1759 ***********************************************************************
 NB1759  DESIGNATION -  DOOLITTLE
 NB1759  PID         -  NB1759
 NB1759  STATE/COUNTY-  NY/CAYUGA
 NB1759  USGS QUAD   -  MORAVIA (1976)
 NB1759
 NB1759                         *CURRENT SURVEY CONTROL
 NB1759  ___________________________________________________________________
 NB1759* NAD 83(1996)-  42 41 57.70505(N)    076 26 35.57560(W)     ADJUSTED  
 NB1759* NAVD 88     -       440.9    (meters)    1447.     (feet)  VERTCON   
 NB1759  ___________________________________________________________________
 NB1759  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 NB1759  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NB1759
 NB1759  HORZ ORDER  -  SECOND
 NB1759
 NB1759.The horizontal coordinates were established by classical geodetic methods
 NB1759.and adjusted by the National Geodetic Survey in January 1999..
 NB1759
 NB1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1759
 NB1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1759
 NB1759.The geoid height was determined by GEOID03.
 NB1759
 NB1759;                    North         East     Units Scale Factor Converg.
 NB1759;SPC NY C     -   299,783.875   261,480.177   MT  0.99993912   +0 05 42.1
 NB1759;SPC NY C     -   983,540.93    857,872.88   sFT  0.99993912   +0 05 42.1
 NB1759;UTM  18      - 4,728,440.104   381,792.976   MT  0.99977191   -0 58 43.8
 NB1759
 NB1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1759!SPC NY C     -   0.99993607  x   0.99993912  =   0.99987519
 NB1759!UTM  18      -   0.99993607  x   0.99977191  =   0.99970799
 NB1759
 NB1759|---------------------------------------------------------------------|
 NB1759| PID    Reference Object                     Distance      Geod. Az  |
 NB1759|                                                           dddmmss.s |
 NB1759| CZ8191 DOOLITTLE RM 1                       30.315 METERS 17822     |
 NB1759| CZ8190 DOOLITTLE AZ MK RESET                              2645249.7 |
 NB1759| CZ8189 DOOLITTLE AZ MK                                    2683225.2 |
 NB1759| NB1760 HOYT RESET                          APPROX. 1.7 KM 2704816.0 |
 NB1759| CZ8192 DOOLITTLE RM 2                       37.116 METERS 28906     |
 NB1759|---------------------------------------------------------------------|
 NB1759
 NB1759                          SUPERSEDED SURVEY CONTROL
 NB1759
 NB1759  NAD 83(1986)-  42 41 57.71151(N)    076 26 35.57405(W) AD(       ) 2
 NB1759  NAD 27      -  42 41 57.45800(N)    076 26 36.80400(W) AD(       ) 2
 NB1759  NGVD 29 (07/19/86)  441.0    (m)         1447.     (f) VERT ANG       
 NB1759
 NB1759.Superseded values are not recommended for survey control.
 NB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1759.See file dsdata.txt to determine how the superseded data were derived.
 NB1759
 NB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN8179328440(NAD 83)
 NB1759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1759
 NB1759  HISTORY     - Date     Condition        Report By
 NB1759  HISTORY     - 1939     MONUMENTED       CGS
 NB1759  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NB1759  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 NB1759  HISTORY     - 1990     GOOD             USPSQD
 NB1759
 NB1759                          STATION DESCRIPTION
 NB1759
 NB1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NB1759'STATION IS LOCATED ON JEWETT HILL, A CULTIVATED HILL ABOUT
 NB1759'1-1/2 MILES AIR LINE SOUTHWEST OF MORAVIA AND 2-1/2 MILES
 NB1759'NORTH-NORTHWEST OF LOCKE, ON PROPERTY OF MR. FRED DOOLITTLE.  IT
 NB1759'IS IN THE CULTIVATED FIELD 0.05 MILE SOUTH OF A T INTERSECTION
 NB1759'ROAD, 19 PACES SOUTH OF THE SOUTHWEST CORNER OF THE BARN,
 NB1759'5 PACES EAST OF A DIM FARM ROAD.
 NB1759'
 NB1759'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1759'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NB1759'
 NB1759'REFERENCE MARK NO.1 IS 5 PACES EAST OF THE CENTER LINE OF DIM
 NB1759'FARM ROAD AND PROJECTS 6 INCHES ABOVE THE GROUND.
 NB1759'
 NB1759'REFERENCE MARK NO.2 IS AT THE SOUTHEAST CORNER OF AN OLD ROCK
 NB1759'PILE AND PROJECTS 6 INCHES ABOVE THE GROUND.
 NB1759'
 NB1759'THE AZIMUTH MARK IS ON THE EAST SIDE OF A NORTH-SOUTH ROAD,
 NB1759'5 PACES EAST OF THE CENTER LINE AND 2 FEET WEST OF EAST
 NB1759'RIGHT-OF-WAY FENCE, AND 0.05 MILE SOUTH OF T-ROAD INTERSECTION.
 NB1759'
 NB1759'A 4- BY 4-INCH WOODEN POST PAINTED WHITE AND STAMPED
 NB1759'U.S. TRIANGULATION WAS PLACED AT THE STATION.  IT PROJECTS ABOUT
 NB1759'2 FEET ABOVE THE GROUND.
 NB1759
 NB1759                          STATION RECOVERY (1958)
 NB1759
 NB1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 NB1759'STATION MARK, REFERENCE MARK NO.1 AND REFERENCE MARK NO.2
 NB1759'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND WERE FOUND TO BE IN
 NB1759'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE VERIFIED.
 NB1759'
 NB1759'THE 1939 AZIMUTH MARK WAS DESTROYED BY THIS PARTY AND A NEW
 NB1759'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 NB1759'
 NB1759'FOLLOWING IS A TO REACH FOR THE STATION AND A DESCRIPTION FOR
 NB1759'THE NEW AZIMUTH MARK ESTABLISHED BY THIS PARTY.
 NB1759'
 NB1759'TO REACH FROM THE POST OFFICE IN MORAVIA, GO WESTERLY ON
 NB1759'AURORA STREET FOR 0.65 TO A GRAVEL ROAD ON THE LEFT, CONTINUE
 NB1759'WESTERLY ON LONG HILL ROAD FOR 2.1 MILE TO A SIDE ROAD ON THE
 NB1759'LEFT (TOWN LINE ROAD), TURN LEFT AND GO SOUTHERLY ON
 NB1759'TOWN LINE ROAD FOR 1.9 MILES TO A CROSSROAD, TURN LEFT AND GO
 NB1759'EASTERLY ON DOOLITTLE ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE
 NB1759'RIGHT (MAIN ROAD), (TURN RIGHT AND GO SOUTH ON MAIN ROAD FOR
 NB1759'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A POWER POLE.)
 NB1759'CONTINUE STRAIGHT AHEAD ON DOOLITTLE ROAD FOR 0.25 MILE TO
 NB1759'THE FARM HOME OF MR. DOOLITTLES ON THE RIGHT, TURN RIGHT AND
 NB1759'GO SOUTH ON FARM ROAD FOR 0.05 MILE TO THE STATION ON THE
 NB1759'LEFT.
 NB1759'
 NB1759'AZIMUTH MARK, A STANDARD DISK STAMPED DOOLITTLE 1939 RESET
 NB1759'1958, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NB1759'SURFACE OF THE GROUND.  IT IS APPROXIMATELY 0.05 MILE SOUTH OF
 NB1759'A T-INTERSECTION, 24 FEET EAST OF THE CENTER OF A DIRT ROAD AND
 NB1759'1 FOOT EAST OF A POWER POLE.  (NOTE 16A)
 NB1759
 NB1759                          STATION RECOVERY (1974)
 NB1759
 NB1759'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NB1759'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NB1759'CONDITION.  AZIMUTH MARK WAS NOT FOUND.  IT IS BELIEVED
 NB1759'DESTROYED BY ROAD WIDENING.  VIEW FROM STATION IS BLOCKED IN
 NB1759'MOST ALL DIRECTIONS BY TREES AND A BARN.  DISTANCE AND ANGLES
 NB1759'TO REFERENCE MARKS WERE NOT CHECKED.
 NB1759'
 NB1759'STATION MARK IS A STANDARD DISK STAMPED DOOLITTLE 1939, SET IN
 NB1759'A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.
 NB1759'
 NB1759'RM NO. 1 IS A STANDARD DISK STAMPED DOOLITTLE NO 1 1939, SET
 NB1759'IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS ON
 NB1759'EAST EDGE OF A HEDGEROW BETWEEN FIELDS.
 NB1759'
 NB1759'RM NO. 2 IS A STANDARD DISK STAMPED DOOLITTLE NO 2 1939, SET
 NB1759'IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS AT
 NB1759'SOUTHWEST CORNER OF OLD ROCKPILE.
 NB1759'
 NB1759'TO REACH STATION FROM JUNCTION OF N.Y. RTES. 38 AND 90 IN
 NB1759'LOCKE, GO NORTH ON RTE. 38, 0.2 MILE.  TURN LEFT AND GO WEST
 NB1759'1.15 MILES TO FORK.  TAKE LEFT FORK AND GO 0.65 MILE TO
 NB1759'CROSSROAD.  TURN RIGHT AND GO NORTH ON TOWN LINE RD. FOR
 NB1759'2.0 MILES TO CROSSROAD.  TURN RIGHT AND GO EAST ON JEWETT HILL
 NB1759'RD. FOR 1.0 MILE TO STATION ON RIGHT.
 NB1759
 NB1759                          STATION RECOVERY (1990)
 NB1759
 NB1759'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1889 ***********************************************************************
 PH1889  DESIGNATION -  DORAN CHS
 PH1889  PID         -  PH1889
 PH1889  STATE/COUNTY-  NY/ST LAWRENCE
 PH1889  USGS QUAD   -  MORRISBURG (1964)
 PH1889
 PH1889                         *CURRENT SURVEY CONTROL
 PH1889  ___________________________________________________________________
 PH1889* NAD 83(1996)-  44 54 09.18977(N)    075 09 13.99039(W)     ADJUSTED  
 PH1889* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1889  ___________________________________________________________________
 PH1889  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 PH1889  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 PH1889
 PH1889  HORZ ORDER  -  THIRD
 PH1889
 PH1889.The horizontal coordinates were established by classical geodetic methods
 PH1889.and adjusted by the National Geodetic Survey in January 1999..
 PH1889
 PH1889.The orthometric height was scaled from a topographic map.
 PH1889
 PH1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1889
 PH1889.The geoid height was determined by GEOID03.
 PH1889
 PH1889;                    North         East     Units Scale Factor Converg.
 PH1889;SPC NY E     -   674,253.909    98,360.983   MT  0.99993278   -0 27 41.7
 PH1889;SPC NY E     - 2,212,114.70    322,705.99   sFT  0.99993278   -0 27 41.7
 PH1889;UTM  18      - 4,972,136.852   487,850.871   MT  0.99960181   -0 06 31.1
 PH1889
 PH1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1889!SPC NY E     -   0.99999302  x   0.99993278  =   0.99992580
 PH1889!UTM  18      -   0.99999302  x   0.99960181  =   0.99959483
 PH1889
 PH1889:                Primary Azimuth Mark                     Grid Az
 PH1889:SPC NY E     -  CHANNEL LIGHT 81 IBC                     122 41 23.9
 PH1889:UTM  18      -  CHANNEL LIGHT 81 IBC                     122 20 13.3
 PH1889
 PH1889|---------------------------------------------------------------------|
 PH1889| PID    Reference Object                     Distance      Geod. Az  |
 PH1889|                                                           dddmmss.s |
 PH1889| PH1887 CHANNEL LIGHT 81 IBC                426.735 METERS 1221342.2 |
 PH1889| PH1882 ALLISON=90 RESET                    APPROX. 1.3 KM 1581542.2 |
 PH1889| PH1888 CHANNEL LIGHT 82 IBC                123.057 METERS 15842     |
 PH1889| PH1865 WADDINGTON CITY WATER TANK          APPROX. 5.6 KM 2162842.5 |
 PH1889| PH1891 CHANNEL LIGHT 85 IBC                APPROX. 1.4 KM 2180105.6 |
 PH1889| PH1895 CHANNEL LIGHT 91 IBC                APPROX. 3.9 KM 2333659.5 |
 PH1889| PH1893 CHANNEL LIGHT 88 IBC                APPROX. 3.2 KM 2345023.0 |
 PH1889| PH1894 MORRISBURG TANK IBC                 APPROX. 2.9 KM 2635129.8 |
 PH1889| PH1890 REF MON 34 59                        26.330 METERS 27907     |
 PH1889|---------------------------------------------------------------------|
 PH1889
 PH1889                          SUPERSEDED SURVEY CONTROL
 PH1889
 PH1889  NAD 83(1986)-  44 54 09.19688(N)    075 09 13.98935(W) AD(       ) 3
 PH1889  NAD 27      -  44 54 09.00100(N)    075 09 15.28400(W) AD(       ) 3
 PH1889
 PH1889.Superseded values are not recommended for survey control.
 PH1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1889.See file dsdata.txt to determine how the superseded data were derived.
 PH1889
 PH1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ8785172137(NAD 83)
 PH1889_MARKER: DD = SURVEY DISK
 PH1889_SETTING: 0 = UNSPECIFIED SETTING
 PH1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1889
 PH1889  HISTORY     - Date     Condition        Report By
 PH1889  HISTORY     - 1958     MONUMENTED       CHS
 PH1889  HISTORY     - 1963     GOOD             IBC
 PH1889
 PH1889                          STATION DESCRIPTION
 PH1889
 PH1889'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1958 (WMS)
 PH1889'ON BRODER ISLAND, ABOUT ONE MILE EAST OF MORRISBURG ONTARIO.  THE
 PH1889'STATION IS LOCATED IN THE PAVEMENT ABOUT ONE FOOT NORTH OF THE
 PH1889'SOUTHERN EDGE OF THE OLD ROAD ACROSS THE POINT.  IT IS ON THE HIGHEST
 PH1889'PART OF THE ROAD AND 150 FEET WESTERLY OF WHERE THE ROAD RISES ABOVE
 PH1889'THE LAKE.  A LONE MAPLE TREE LIES DIRECTLY NORTH OF THE STATION.
 PH1889'
 PH1889'STATION MARK--A CANADIAN HYDROGRAPHIC SERVICE TABLET SET IN A DRILL
 PH1889'HOLE IN THE CONCRETE ROAD.  REFERENCE MARK 1 IS A RAILROAD SPIKE
 PH1889'DRIVEN INTO THE PAVED ROAD, ONE FOOT NORTH OF SOUTHERN EDGE OF
 PH1889'PAVEMENT, WESTERLY OF THE STATION, DISTANT 32.82 FEET.  REFERENCE
 PH1889'MARK 2, IS A SIMILAR MARK ONE FOOT SOUTH OF THE NORTHERN EDGE OF
 PH1889'PAVEMENT, NORTHERLY OF THE STATION, DISTANT 18.88 FEET.  REFERENCE
 PH1889'MONUMENT 34 - 59 LIES N 80 DEG 53 MIN W, DISTANT 86.40 FEET.
 PH1889
 PH1889                          STATION RECOVERY (1963)
 PH1889
 PH1889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WRH)
 PH1889'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1872 ***********************************************************************
 OF1872  DESIGNATION -  DORCHESTER 1925
 OF1872  PID         -  OF1872
 OF1872  STATE/COUNTY-  NY/MONROE
 OF1872  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1872
 OF1872                         *CURRENT SURVEY CONTROL
 OF1872  ___________________________________________________________________
 OF1872* NAD 83(1996)-  43 09 17.81223(N)    077 33 00.80358(W)     ADJUSTED  
 OF1872* NAVD 88     -       125.5    (meters)     412.     (feet)  VERTCON   
 OF1872  ___________________________________________________________________
 OF1872  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 OF1872  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OF1872
 OF1872  HORZ ORDER  -  SECOND
 OF1872  VERT ORDER  -  THIRD ? (See Below)
 OF1872
 OF1872.The horizontal coordinates were established by classical geodetic methods
 OF1872.and adjusted by the National Geodetic Survey in January 1999..
 OF1872
 OF1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1872.The vertical order pertains to the NGVD 29 superseded value.
 OF1872
 OF1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1872
 OF1872.The geoid height was determined by GEOID03.
 OF1872
 OF1872;                    North         East     Units Scale Factor Converg.
 OF1872;SPC NY W     -   350,900.923   434,023.859   MT  1.00002432   +0 42 24.0
 OF1872;SPC NY W     - 1,151,247.44  1,423,959.94   sFT  1.00002432   +0 42 24.0
 OF1872;UTM  18      - 4,781,178.978   292,654.076   MT  1.00012890   -1 44 41.7
 OF1872
 OF1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1872!SPC NY W     -   0.99998590  x   1.00002432  =   1.00001022
 OF1872!UTM  18      -   0.99998590  x   1.00012890  =   1.00011480
 OF1872
 OF1872:                Primary Azimuth Mark                     Grid Az
 OF1872:SPC NY W     -  MAIN 1925                                020 58 11.9
 OF1872:UTM  18      -  MAIN 1925                                023 25 17.6
 OF1872
 OF1872|---------------------------------------------------------------------|
 OF1872| PID    Reference Object                     Distance      Geod. Az  |
 OF1872|                                                           dddmmss.s |
 OF1872| OF1871 MAIN 1925                           484.729 METERS 0214035.9 |
 OF1872| OF1869 BALSAM 1925                         446.610 METERS 2015100.8 |
 OF1872|---------------------------------------------------------------------|
 OF1872
 OF1872                          SUPERSEDED SURVEY CONTROL
 OF1872
 OF1872  NAD 83(1986)-  43 09 17.82090(N)    077 33 00.80341(W) AD(       ) 2
 OF1872  NAD 27      -  43 09 17.59800(N)    077 33 01.81000(W) AD(       ) 2
 OF1872  NGVD 29 (07/19/86)  125.7    (m)          412.     (f) LEVELING    3  
 OF1872
 OF1872.Superseded values are not recommended for survey control.
 OF1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1872.See file dsdata.txt to determine how the superseded data were derived.
 OF1872
 OF1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9265481179(NAD 83)
 OF1872
 OF1872  HISTORY     - Date     Condition        Report By
 OF1872  HISTORY     - 1925     MONUMENTED       CGS
 OF1872  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1872  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OF1872  HISTORY     - 19950403 GOOD             USPSQD
 OF1872  HISTORY     - 20020120 GOOD             USPSQD
 OF1872
 OF1872                          STATION DESCRIPTION
 OF1872
 OF1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1872'IN ROCHESTER, IN THE CENTER OF THE SIDEWALK, 2.90 METERS WEST
 OF1872'OF THE WEST CURB LINE OF WINTON ROAD NORTH, ABOUT 30 METERS
 OF1872'NORTH OF THE NORTH LINE OF DORCHESTER STREET, PRODUCED, 4.45
 OF1872'METERS NORTHWEST OF THE FACE OF A CONCRETE LAMP POST LOCATED
 OF1872'BETWEEN THE SIDEWALK AND THE CURB, AND 15.15 METERS NORTHEAST
 OF1872'OF THE NORTHEAST CORNER OF A GREENHOUSE OWNED BY MR. HAROLD
 OF1872'D. PHELPS.  STATION IS SET AS DESCRIBED IN NOTE B-1.
 OF1872
 OF1872                          STATION RECOVERY (1977)
 OF1872
 OF1872'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1872'DORCHESTER GOOD.
 OF1872
 OF1872                          STATION RECOVERY (1983)
 OF1872
 OF1872'RECOVERY NOTE BY US POWER SQUADRON 1983 (WAT)
 OF1872'DORCHESTER NOT RECOVERED - BELIEVED PAVED OVER PHECPS GREENHOUSE GONE
 OF1872'CONCRETE CAMPOST GONE.
 OF1872
 OF1872                          STATION RECOVERY (1995)
 OF1872
 OF1872'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF1872'RECOVERED IN GOOD CONDITION.
 OF1872
 OF1872                          STATION RECOVERY (2002)
 OF1872
 OF1872'RECOVERY NOTE BY US POWER SQUADRON 2002 (RH)
 OF1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3933 ***********************************************************************
 KU3933  DESIGNATION -  DORECO 1932
 KU3933  PID         -  KU3933
 KU3933  STATE/COUNTY-  NY/NEW YORK
 KU3933  USGS QUAD   -  CENTRAL PARK (1979)
 KU3933
 KU3933                         *CURRENT SURVEY CONTROL
 KU3933  ___________________________________________________________________
 KU3933* NAD 83(1996)-  40 50 21.13362(N)    073 56 35.43435(W)     ADJUSTED  
 KU3933* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 KU3933  ___________________________________________________________________
 KU3933  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 KU3933  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU3933
 KU3933  HORZ ORDER  -  SECOND
 KU3933
 KU3933.The horizontal coordinates were established by classical geodetic methods
 KU3933.and adjusted by the National Geodetic Survey in January 1999..
 KU3933
 KU3933.The orthometric height was scaled from a topographic map.
 KU3933
 KU3933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3933
 KU3933.The geoid height was determined by GEOID03.
 KU3933
 KU3933;                    North         East     Units Scale Factor Converg.
 KU3933;SPC NY E     -   222,841.768   196,957.554   MT  0.99992713   +0 21 50.9
 KU3933;SPC NY E     -   731,106.70    646,184.91   sFT  0.99992713   +0 21 50.9
 KU3933;SPC NJ       -   222,841.768   196,957.554   MT  0.99992713   +0 21 50.9
 KU3933;SPC NJ       -   731,106.70    646,184.91   sFT  0.99992713   +0 21 50.9
 KU3933;UTM  18      - 4,521,444.779   589,096.892   MT  0.99969770   +0 41 28.1
 KU3933
 KU3933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3933!SPC NY E     -   0.99999794  x   0.99992713  =   0.99992507
 KU3933!SPC NJ       -   0.99999794  x   0.99992713  =   0.99992507
 KU3933!UTM  18      -   0.99999794  x   0.99969770  =   0.99969564
 KU3933
 KU3933:                Primary Azimuth Mark                     Grid Az
 KU3933:SPC NY E     -  HIGHBRIDGE 1898                          067 03 12.4
 KU3933:SPC NJ       -  HIGHBRIDGE 1898                          067 03 12.4
 KU3933:UTM  18      -  HIGHBRIDGE 1898                          066 43 35.2
 KU3933
 KU3933|---------------------------------------------------------------------|
 KU3933| PID    Reference Object                     Distance      Geod. Az  |
 KU3933|                                                           dddmmss.s |
 KU3933| KU3973 HIGHBRIDGE 1898                     APPROX. 1.0 KM 0672503.3 |
 KU3933| KU3990 BRONX IMM CON CATH CH SPIRE         APPROX. 3.2 KM 1391835.1 |
 KU3933| KU3902 EDGEWATER US ALUM CO CHIMNEY        APPROX. 3.6 KM 2334530.1 |
 KU3933| KU3901 EDGEWATER NATL SUGAR REFIN CHY      APPROX. 3.2 KM 2374016.8 |
 KU3933| KU3900 EDGEWATER POWER PLT SLIM STACK      APPROX. 2.9 KM 2430351.3 |
 KU3933| KU3893 EDGEWATER N R YACHT CLUB FLAG       APPROX. 2.0 KM 2571725.0 |
 KU3933| KU3894 EDGEWATER FLAGPOLE ON HILL          APPROX. 2.6 KM 2573344.1 |
 KU3933| KU3888 PALISADES PORT OF NY AUTH FLAG      APPROX. 2.1 KM 3150715.9 |
 KU3933| KU3932 MANHATTAN DEAF DUMB INST CUP        166.018 METERS 31703     |
 KU3933| KU3889 HUDSON RIVER AERO BEACON            APPROX. 2.0 KM 3183845.6 |
 KU3933| KU3926 HUDSON RIVER AERO BEACON            APPROX. 1.3 KM 3473515.2 |
 KU3933|---------------------------------------------------------------------|
 KU3933
 KU3933                          SUPERSEDED SURVEY CONTROL
 KU3933
 KU3933  NAD 83(1996)-  40 50 21.13357(N)    073 56 35.43533(W) AD(       ) 2
 KU3933  NAD 83(1992)-  40 50 21.13191(N)    073 56 35.43608(W) AD(       ) 2
 KU3933  NAD 83(1986)-  40 50 21.13705(N)    073 56 35.43379(W) AD(       ) 2
 KU3933  NAD 27      -  40 50 20.77300(N)    073 56 36.94400(W) AD(       ) 2
 KU3933
 KU3933.Superseded values are not recommended for survey control.
 KU3933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3933.See file dsdata.txt to determine how the superseded data were derived.
 KU3933
 KU3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8909721445(NAD 83)
 KU3933_MARKER: DS = TRIANGULATION STATION DISK
 KU3933_SETTING: 0 = UNSPECIFIED SETTING
 KU3933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3933
 KU3933  HISTORY     - Date     Condition        Report By
 KU3933  HISTORY     - 1932     MONUMENTED       CGS
 KU3933  HISTORY     - 1933     GOOD             CGS
 KU3933
 KU3933                          STATION DESCRIPTION
 KU3933
 KU3933'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3933'STATION IS E OF THE HUDSON RIVER, IN MANHATTAN, ON THE NE CORNER
 KU3933'OF FORT WASHINGTON AVENUE AND 164TH STREET.  IT IS ATOP THE
 KU3933'SOUTHERLY PENTHOUSE OF THE DORECO APARTMENTS (A TALL, GRAY STONE
 KU3933'STRUCTURE).
 KU3933'
 KU3933'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3933'STAMPED DORECO 1932, CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KU3933'THE MORTAR ROOF.  NO REFERENCE MARKS WERE PLACED NOR ANY REFERENCE
 KU3933'MEASUREMENTS TAKEN.
 KU3933'
 KU3933'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD SET-UPS,
 KU3933'ON THE TAR-PAPERED MORTAR ROOF.  LEAD BLOCK FOOTINGS ARE
 KU3933'RECOMMENDED TO PROHIBIT LEG-SLIP.
 KU3933'
 KU3933'HEIGHT OF SIGNAL ABOVE STATION MARK 2 METERS.
 KU3933
 KU3933                          STATION RECOVERY (1933)
 KU3933
 KU3933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3933'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 KU3933'ADDITIONS--REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3933'
 KU3933'NORMAL TO SKYLIGHT IN THE CENTER OF THE ROOF 1.184 METERS
 KU3933'
 KU3933'TO SE CORNER OF SKYLIGHT IN CENTER OF ROOF 1.50 METERS
 KU3933'
 KU3933'TO SW CORNER OF SKYLIGHT IN CENTER OF ROOF 1.30 METERS
 KU3933'
 KU3933'TO NW CORNER OF ELEVATOR ROOM 5.476 METERS
 KU3933'
 KU3933'TO SW CORNER OF ELEVATOR ROOM 4.27 METERS
 KU3933'
 KU3933'NORMAL TO S EDGE OF ROOF NOT TO INCLUDE THE GUTTER 2.094 METERS
 KU3933'
 KU3933'CENTER OF W VENT PIPE 1.91 METERS
 KU3933'
 KU3933'CENTER OF E VENT PIPE 2.92 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0282 ***********************************************************************
 PJ0282  DESIGNATION -  DORR FARM
 PJ0282  PID         -  PJ0282
 PJ0282  STATE/COUNTY-  NY/JEFFERSON
 PJ0282  USGS QUAD   -  CLAYTON (1980)
 PJ0282
 PJ0282                         *CURRENT SURVEY CONTROL
 PJ0282  ___________________________________________________________________
 PJ0282* NAD 83(1996)-  44 14 38.06896(N)    076 03 19.58132(W)     ADJUSTED  
 PJ0282* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 PJ0282  ___________________________________________________________________
 PJ0282  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 PJ0282  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 PJ0282
 PJ0282  HORZ ORDER  -  FIRST
 PJ0282
 PJ0282.The horizontal coordinates were established by classical geodetic methods
 PJ0282.and adjusted by the National Geodetic Survey in January 1999..
 PJ0282
 PJ0282.The orthometric height was scaled from a topographic map.
 PJ0282
 PJ0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 PJ0282
 PJ0282.The geoid height was determined by GEOID03.
 PJ0282
 PJ0282;                    North         East     Units Scale Factor Converg.
 PJ0282;SPC NY C     -   471,501.153   292,163.917   MT  0.99995936   +0 22 06.0
 PJ0282;SPC NY C     - 1,546,916.70    958,541.12   sFT  0.99995936   +0 22 06.0
 PJ0282;UTM  18      - 4,899,505.333   415,728.387   MT  0.99968734   -0 44 11.2
 PJ0282
 PJ0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0282!SPC NY C     -   0.99998946  x   0.99995936  =   0.99994882
 PJ0282!UTM  18      -   0.99998946  x   0.99968734  =   0.99967680
 PJ0282
 PJ0282:                Primary Azimuth Mark                     Grid Az
 PJ0282:SPC NY C     -  DORR FARM AZ MK                          037 25 20.1
 PJ0282:UTM  18      -  DORR FARM AZ MK                          038 31 37.3
 PJ0282
 PJ0282|---------------------------------------------------------------------|
 PJ0282| PID    Reference Object                     Distance      Geod. Az  |
 PJ0282|                                                           dddmmss.s |
 PJ0282| CZ8194 DORR FARM AZ MK                                    0374726.1 |
 PJ0282| CZ8197 DORR FARM RM 3                       13.296 METERS 06018     |
 PJ0282| CZ8195 DORR FARM RM 1                       11.091 METERS 20418     |
 PJ0282| PJ0279 CLAYTON ST MARYS CATH CH SPIRE      APPROX. 2.5 KM 2564023.5 |
 PJ0282| CZ8196 DORR FARM RM 2                       11.568 METERS 31318     |
 PJ0282|---------------------------------------------------------------------|
 PJ0282
 PJ0282                          SUPERSEDED SURVEY CONTROL
 PJ0282
 PJ0282  NAD 83(1986)-  44 14 38.07242(N)    076 03 19.58313(W) AD(       ) 1
 PJ0282  NAD 27      -  44 14 37.91000(N)    076 03 20.78500(W) AD(       ) 1
 PJ0282
 PJ0282.Superseded values are not recommended for survey control.
 PJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0282.See file dsdata.txt to determine how the superseded data were derived.
 PJ0282
 PJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1572899505(NAD 83)
 PJ0282
 PJ0282  HISTORY     - Date     Condition        Report By
 PJ0282  HISTORY     - 1914     MONUMENTED       USLS
 PJ0282  HISTORY     - 1933     SEE DESCRIPTION  USLS
 PJ0282  HISTORY     - 1942     SEE DESCRIPTION  CGS
 PJ0282  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PJ0282
 PJ0282                          STATION DESCRIPTION
 PJ0282
 PJ0282'DESCRIBED BY US LAKE SURVEY 1933
 PJ0282'STATION IS ABOUT 1-1/2 MILES E OF CLAYTON, NEW YORK, ABOUT 1/2
 PJ0282'MILE FROM THE RIVER, AND ABOUT 825 FEET S OF THE HIGHWAY.  IT IS
 PJ0282'ON A BARE GRASSY BLUFF ABOUT 115 FEET SW OF ITS MOST NORTHERLY
 PJ0282'POINT, AND ABOUT 440 FEET NE OF A WIRE FENCE AND ROW OF ELM
 PJ0282'TREES.  IT IS 36.40 FEET NNE OF A BRONZE DISK STAMPED NO.1.
 PJ0282'37.88 FEET SE OF A BRONZE DISK STAMPED NO.2.  43.50 FEET WSW OF A
 PJ0282'BRONZE DISK STAMPED NO.3.  AND 79.6 FEET E OF A DRILL HOLE
 PJ0282'IN A TRIANGLE CUT IN A FLAT ROCK.  THE REFERENCE DISKS WITH AN
 PJ0282'ARROW POINTING TO THE STATION WERE SET IN A ROCK OUTCROP.  THE
 PJ0282'ELEVATION ABOVE THE RIVER IS ABOUT 90 FEET.  THE
 PJ0282'STATION MARK IS A CROSS IN A BRONZE DISK MARKED U.S. LAKE
 PJ0282'SURVEY AND STAMPED DORR FARM 1914.  IT WAS SET ABOUT 1 FOOT
 PJ0282'BELOW THE GROUND SURFACE IN A DRILL HOLE IN A TRIANGLE CUT IN
 PJ0282'SOLID ROCK THAT MARKED THE STATION ESTABLISHED IN 1914.
 PJ0282
 PJ0282                          STATION RECOVERY (1942)
 PJ0282
 PJ0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 PJ0282'STATION RECOVERED AND FOUND IN GOOD CONDITION.  NEW DESCRIPTION
 PJ0282'FOLLOWS--
 PJ0282'
 PJ0282'STATION IS ABOUT 1.5 MILES NE OF CLAYTON, ON A BARE GRASSY HILL,
 PJ0282'ABOUT 0.5 MILE E OF THE ST. LAWRENCE RIVER, ABOUT 825 FEET SE OF
 PJ0282'STATE HIGHWAY 12E AND 115 FEET SW OF THE MOST NORTHERLY POINT OF
 PJ0282'THE HILL.  THE MARK IS A U.S. LAKE SURVEY MARK, STAMPED DORR FARM
 PJ0282'1914 AND IS SET ABOUT 1 FOOT BELOW THE SURFACE.
 PJ0282'
 PJ0282'REFERENCE MARK NO.1 (U.S.L.S.) IS SSW OF THE STATION, SET IN A
 PJ0282'DRILL HOLE IN BEDROCK AND STAMPED 1.
 PJ0282'
 PJ0282'REFERENCE MARK NO.2 (U.S.L.S.) IS NW OF THE STATION, SET IN A
 PJ0282'DRILL HOLE IN BEDROCK AND STAMPED 2.
 PJ0282'
 PJ0282'REFERENCE MARK NO.3 (U.S.L.S.) IS ENE OF THE STATION, SET IN A
 PJ0282'DRILL HOLE IN BEDROCK AND STAMPED 3.
 PJ0282'
 PJ0282'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS ABOUT
 PJ0282'0.45 MILE NNE OF THE STATION, 32 FEET E OF THE CENTER LINE OF
 PJ0282'STATE HIGHWAY 12E, 1.5 FEET N OF A WHITE REFERENCE POST, 4 FEET
 PJ0282'S OF A POWER LINE POLE NO.77 AND 3 FEET N OF A FENCE CORNER.  THE
 PJ0282'MARK, NOTE 11A, IS STAMPED DORR FARM 1942 (U.S.L.S.) AND PROJECTS
 PJ0282'ABOUT 6 INCHES.
 PJ0282'
 PJ0282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND
 PJ0282'12E IN CLAYTON, GO NE ON STATE HIGHWAY 12E FOR 1.5 MILES TO A
 PJ0282'DIRT ROAD RIGHT AND DR. R.O. LYELLS FARM ON THE LEFT*, TURN RIGHT
 PJ0282'AND FOLLOW DIRT ROAD ABOUT 0.15 MILE TO TOP OF GRASSY HILL AND
 PJ0282'STATION.
 PJ0282'
 PJ0282'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NE ON STATE
 PJ0282'HIGHWAY 12E FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PJ0282'
 PJ0282'A 90-FOOT SIGNAL AT LAFARGEVILLE IS VISIBLE AT 37 FEET.
 PJ0282'
 PJ0282'A 100-FOOT SIGNAL AT DEPAUVILLE IS VISIBLE AT 90 FEET.
 PJ0282'
 PJ0282'A 50-FOOT SIGNAL AT HOGSBACK 1873 (U.S.L.S.) IS VISIBLE AT 37 FEET.
 PJ0282'
 PJ0282'A 64-FOOT SIGNAL AT VANDEGRIFF 1914 (U.S.L.S.) IS VISIBLE AT 37
 PJ0282'FEET.
 PJ0282
 PJ0282                          STATION RECOVERY (1974)
 PJ0282
 PJ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PJ0282'STATION MARK, RM 2, RM 3, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 PJ0282'CONDITION.  RM 1 HAS BEEN DESTROYED DUE TO LEDGE ROCK BREAKING
 PJ0282'OFF.  VIEW FROM STATION IS PARTIALLY OPEN, BUT TREES OBSTRUCT
 PJ0282'SOMEWHAT IN SOME AREAS.
 PJ0282'
 PJ0282'STATION IS LOCATED ON BARE GRASSY HILL, ABOUT 115 FEET SOUTH OF
 PJ0282'NORTH EDGE OF THE BLUFF.  STATION MARK IS A U.S. LAKE SURVEY DISK
 PJ0282'STAMPED DORR FARM 1914, CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT
 PJ0282'1 FOOT BELOW GROUND LEVEL.
 PJ0282'
 PJ0282'RM NO. 2 IS A U.S.L.S. DISK STAMPED 2, CEMENTED IN A DRILL HOLE
 PJ0282'IN BEDROCK FLUSH WITH GROUND, ALONG EAST SIDE OF BLUFF.
 PJ0282'
 PJ0282'RM NO. 3 IS A U.S.L.S. DISK STAMPED DORR FARM 3, CEMENTED IN A
 PJ0282'DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 PJ0282'
 PJ0282'AZIMUTH MARK IS A STANDARD DISK STAMPED DORR FARM 1942, SET IN THE
 PJ0282'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES FROM
 PJ0282'GROUND.  IT IS 32 FEET SOUTH OF CENTER LINE OF HIGHWAY AND 4 FEET
 PJ0282'SOUTH OF A POWER LINE POLE.
 PJ0282'
 PJ0282'TO REACH STATION FROM THE INTERSECTION OF NY RTES. 12 AND 12E
 PJ0282'IN CLAYTON, GO NORTHEAST ON NY RTE. 12F FOR 1.5 MILES TO A FARM
 PJ0282'ROAD RIGHT, OPPOSITE THE DORR HOUSE.  GO RIGHT AND FOLLOW THE
 PJ0282'DIRT ROAD SOUTHEAST 0.15 MILE TO STATION ON HILL.
 PJ0282'
 PJ0282'TO REACH AZIMUTH MARK FROM STATION, GO BACK DOWN TO NY RTE. 12F,
 PJ0282'TURN RIGHT AND GO NORTHEAST 0.4 MILE TO AZIMUTH MARK ON RIGHT.
 PJ0282'
 PJ0282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PJ0282'1-1/2 MILES NORTHEAST OF CLAYTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2247 ***********************************************************************
 OF2247  DESIGNATION -  DORSEY 1925
 OF2247  PID         -  OF2247
 OF2247  STATE/COUNTY-  NY/MONROE
 OF2247  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2247
 OF2247                         *CURRENT SURVEY CONTROL
 OF2247  ___________________________________________________________________
 OF2247* NAD 83(1996)-  43 13 51.91645(N)    077 39 32.49840(W)     ADJUSTED  
 OF2247* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 OF2247  ___________________________________________________________________
 OF2247  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 OF2247  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OF2247
 OF2247  HORZ ORDER  -  SECOND
 OF2247
 OF2247.The horizontal coordinates were established by classical geodetic methods
 OF2247.and adjusted by the National Geodetic Survey in January 1999..
 OF2247
 OF2247.The orthometric height was scaled from a topographic map.
 OF2247
 OF2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2247
 OF2247.The geoid height was determined by GEOID03.
 OF2247
 OF2247;                    North         East     Units Scale Factor Converg.
 OF2247;SPC NY W     -   359,255.961   425,081.256   MT  1.00000682   +0 37 59.3
 OF2247;SPC NY W     - 1,178,658.93  1,394,620.75   sFT  1.00000682   +0 37 59.3
 OF2247;UTM  18      - 4,789,910.337   284,076.149   MT  1.00017356   -1 49 19.1
 OF2247
 OF2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2247!SPC NY W     -   0.99998745  x   1.00000682  =   0.99999427
 OF2247!UTM  18      -   0.99998745  x   1.00017356  =   1.00016101
 OF2247
 OF2247                          SUPERSEDED SURVEY CONTROL
 OF2247
 OF2247  NAD 83(1986)-  43 13 51.92292(N)    077 39 32.49644(W) AD(       ) 2
 OF2247  NAD 27      -  43 13 51.70081(N)    077 39 33.48310(W) AD(       ) 2
 OF2247
 OF2247.Superseded values are not recommended for survey control.
 OF2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2247.See file dsdata.txt to determine how the superseded data were derived.
 OF2247
 OF2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8407689910(NAD 83)
 OF2247_MARKER: Z = SEE DESCRIPTION
 OF2247_SETTING: 0 = UNSPECIFIED SETTING
 OF2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF2247
 OF2247  HISTORY     - Date     Condition        Report By
 OF2247  HISTORY     - 1925     MONUMENTED       CGS
 OF2247  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2247  HISTORY     - 19940501 MARK NOT FOUND   USPSQD
 OF2247
 OF2247                          STATION DESCRIPTION
 OF2247
 OF2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2247'IN GREECE, AT THE INTERSECTION OF DORSEY ROAD AND MT. READ
 OF2247'BOULEVARD.  IT IS 7.70 METERS NORTHWEST OF A SHORT TELEPHONE
 OF2247'POLE WITH A MARK READING DORSEY ROAD LOCATED AT THE SOUTHEAST
 OF2247'CORNER OF DORSEY ROAD AND MT. READ BOULEVARD, 5.75 METERS
 OF2247'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE CULVERT ON
 OF2247'THE SOUTH SIDE OF DORSEY ROAD, 9.47 METERS NORTH OF A SHORT
 OF2247'TELEPHONE POLE ON THE EAST SIDE OF MT. READ BOULEVARD, AND
 OF2247'12.70 METERS NORTHEAST OF TELEPHONE POLE NO. 57 ON THE WEST
 OF2247'SIDE OF MT. READ BOULEVARD.
 OF2247
 OF2247                          STATION RECOVERY (1977)
 OF2247
 OF2247'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2247'DESTROYED PER INFO ROCHESTER PRECISE SURVEY OFFICE
 OF2247
 OF2247                          STATION RECOVERY (1994)
 OF2247
 OF2247'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2425 ***********************************************************************
 LY2425  DESIGNATION -  DORVAUX
 LY2425  PID         -  LY2425
 LY2425  STATE/COUNTY-  NY/ULSTER
 LY2425  USGS QUAD   -  ASHOKAN (1964)
 LY2425
 LY2425                         *CURRENT SURVEY CONTROL
 LY2425  ___________________________________________________________________
 LY2425* NAD 83(1996)-  41 57 56.76338(N)    074 08 07.01497(W)     ADJUSTED  
 LY2425* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 LY2425  ___________________________________________________________________
 LY2425  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 LY2425  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LY2425
 LY2425  HORZ ORDER  -  SECOND
 LY2425
 LY2425.The horizontal coordinates were established by classical geodetic methods
 LY2425.and adjusted by the National Geodetic Survey in January 1999..
 LY2425
 LY2425.The orthometric height was scaled from a topographic map.
 LY2425
 LY2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2425
 LY2425.The geoid height was determined by GEOID03.
 LY2425
 LY2425;                    North         East     Units Scale Factor Converg.
 LY2425;SPC NY E     -   347,862.473   180,230.358   MT  0.99991124   +0 14 38.0
 LY2425;SPC NY E     - 1,141,278.80    591,305.77   sFT  0.99991124   +0 14 38.0
 LY2425;UTM  18      - 4,646,337.024   571,652.556   MT  0.99966317   +0 34 41.7
 LY2425
 LY2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2425!SPC NY E     -   0.99996574  x   0.99991124  =   0.99987699
 LY2425!UTM  18      -   0.99996574  x   0.99966317  =   0.99962893
 LY2425
 LY2425:                Primary Azimuth Mark                     Grid Az
 LY2425:SPC NY E     -  KINGSTON GALLIS HILL LOT                 100 58 52.9
 LY2425:UTM  18      -  KINGSTON GALLIS HILL LOT                 100 38 49.2
 LY2425
 LY2425|---------------------------------------------------------------------|
 LY2425| PID    Reference Object                     Distance      Geod. Az  |
 LY2425|                                                           dddmmss.s |
 LY2425| LY2414 KINGSTON GALLIS HILL LOT            APPROX. 5.7 KM 1011330.9 |
 LY2425| CB4014 DORVAUX AZ MK                                      2101920.5 |
 LY2425|---------------------------------------------------------------------|
 LY2425
 LY2425                          SUPERSEDED SURVEY CONTROL
 LY2425
 LY2425  NAD 83(1986)-  41 57 56.76551(N)    074 08 07.01594(W) AD(       ) 2
 LY2425  NAD 27      -  41 57 56.43400(N)    074 08 08.50200(W) AD(       ) 2
 LY2425
 LY2425.Superseded values are not recommended for survey control.
 LY2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2425.See file dsdata.txt to determine how the superseded data were derived.
 LY2425
 LY2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM7165346337(NAD 83)
 LY2425_MARKER: DS = TRIANGULATION STATION DISK
 LY2425_SETTING: 66 = SET IN ROCK OUTCROP
 LY2425
 LY2425  HISTORY     - Date     Condition        Report By
 LY2425  HISTORY     - 1942     MONUMENTED       CGS
 LY2425  HISTORY     - 1970     GOOD             NGS
 LY2425  HISTORY     - 1975     GOOD             NGS
 LY2425
 LY2425                          STATION DESCRIPTION
 LY2425
 LY2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2425'STATION IS ABOUT 7 MILES NE OF KINGSTON, IN THE YARD OF THE
 LY2425'SUMMER HOME OF A.J. DORVAUX.  IT IS ON A SPUR RIDGE AND
 LY2425'APPROXIMATELY 1/8 MILE S OF THE HIGHEST POINT OF THE HILL.  IT IS
 LY2425'54 FEET SW OF A STONE FENCE AND 72 FEET NE OF THE MOST EASTERLY
 LY2425'WALL OF THE HOUSE.  MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 LY2425'IN OUTCROPPING BEDROCK.  THE ROCK OUTCROP IN WHICH IT IS SET
 LY2425'IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED DORVAUX 1942.
 LY2425'
 LY2425'REFERENCE MARK NO.1 IS SET NW OF THE STATION.  IT IS A BRONZE
 LY2425'DISK SET IN A DRILL HOLE IN A SMALL OUTCROPPING ROCK THAT IS
 LY2425'FLUSH WITH THE GROUND.  IT IS STAMPED DORVAUX NO.1 1942.
 LY2425'
 LY2425'REFERENCE MARK NO.2 IS SET NE OF THE STATION.  IT IS A BRONZE
 LY2425'DISK SET IN A DRILL HOLE IN A SMALL OUTCROPPING ROCK THAT
 LY2425'PROJECTS ABOUT 3 INCHES.  IT IS STAMPED DORVAUX NO.2 1942.
 LY2425'
 LY2425'THE AZIMUTH MARK IS ABOUT 0.4 MILE SW OF THE STATION.  IT IS
 LY2425'A BRONZE DISK SET AT THE SHOULDER OF A ROCK LEDGE ABOUT 15 FEET
 LY2425'HIGH AT THE SW CORNER OF A HAY FIELD, ABOUT 150 YARDS S OF THE
 LY2425'ROAD AND 17 FEET SE OF A 1 1/2-FOOT PINE TREE WHICH IS THE MOST
 LY2425'SOUTHEASTERLY PINE OF A SMALL TIMBER PLOT.  IT IS STAMPED DORVAUX
 LY2425'1942.  TO REACH THE AZIMUTH FROM THE ENTRANCE TO THE DORVAUX
 LY2425'HOME, GO SOUTHWESTERLY ON MAIN ROAD FOR 0.4 MILE TO A POINT ABOUT
 LY2425'50 YARDS PAST A CREAM-COLORED HOUSE ON THE RIGHT.  HERE WALK
 LY2425'ALONG OLD STONE FENCE TO THE RIGHT (SOUTHERLY) FOR ABOUT 150
 LY2425'YARDS TO THE AZIMUTH MARK.
 LY2425'
 LY2425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND
 LY2425'STATE HIGHWAY 28 IN KINGSTON, GO NORTHERLY ON STATE HIGHWAY
 LY2425'28 FOR 3.6 MILES TO ITS JUNCTION WITH 28A.  HERE TAKE LEFT FORK,
 LY2425'28A, AND GO 1.3 MILES TO A FORKS, KEEP LEFT FORK ON 28A AND GO
 LY2425'1.85 MILES TO A FORKS.  HERE TAKE LEFT FORK AND GO 1.0 MILE TO
 LY2425'THE RESIDENCE OF A.J. DORVAUX ON THE RIGHT AND THE STATION.
 LY2425'
 LY2425'A 4-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION RAICHART 1938.
 LY2425'
 LY2425'A 64-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION FRANKEL.
 LY2425'
 LY2425'A 64-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION SAMSON.
 LY2425'
 LY2425'A 64-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION WISHING
 LY2425'STONE 1938.
 LY2425'
 LY2425'A 90-FOOT TOWER WILL SEE A 120-FOOT LIGHT AT STATION DAVIS.
 LY2425'
 LY2425'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LY2425
 LY2425                          STATION RECOVERY (1970)
 LY2425
 LY2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LY2425'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LY2425'HOWEVER THE AZIMUTH MARK IS BLOCKED BY TREES.  DISTANCE TO
 LY2425'REFERENCE MARKS WAS CHECKED AND FOUND CORRECT.
 LY2425'
 LY2425'STATION IS LOCATED IN THE YARD AT NORTHEAST SIDE OF HOUSE AT
 LY2425'HOME OF R.E. FOX (FORMERLY THE HOME OF A.J. DORVAUX), UP ON A
 LY2425'SMALL PLATEAU ABOUT 100 YARDS NORTHWEST OF MAIN ROAD AND ABOUT
 LY2425'50 FEET HIGHER.
 LY2425'
 LY2425'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND
 LY2425'STATE HIGHWAY 28 AT KINGSTON, GO NORTHWEST ON HIGHWAY 28 FOR
 LY2425'2.4 MILES TO INTERSECTION WITH HIGHWAY 28A.  GO LEFT ON HIGHWAY
 LY2425'28A FOR 1.3 MILES.  TAKE LEFT FORK, HIGHWAY 28A, AND CONTINUE
 LY2425'FOR 1.8 MILES.  TAKE LEFT FORK, PAST FIREHOUSE, AND GO 1.0 MILE
 LY2425'TO MACADAM DRIVEWAY ON RIGHT.  GO UP THE DRIVEWAY FOR 100 YARDS
 LY2425'TO HOUSE AND STATION.
 LY2425'
 LY2425'STATION MARK IS A STANDARD DISK STAMPED DORVAUX 1942, CEMENTED
 LY2425'IN A DRILL HOLE IN BEDROCK OUTCROP IN LAWN, 72 FEET NORTHEAST
 LY2425'OF END OF HOUSE.
 LY2425'
 LY2425'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DORVAUX
 LY2425'NO 1 1942, CEMENTED IN A DRILL HOLE IN SMALL BEDROCK OUTCROP
 LY2425'FLUSH WITH LAWN.  IT IS JUST UNDER THE BRANCHES OF A SMALL FIR
 LY2425'TREE IN THE LAWN.
 LY2425'
 LY2425'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DORVAUX
 LY2425'NO 2 1942, CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP THAT
 LY2425'PROJECTS ABOUT 4 INCHES FROM GROUND.  IT IS NEAR A STONE WALL,
 LY2425'AT NORTHEAST END OF YARD.
 LY2425'
 LY2425'AZIMUTH MARK IS A STANDARD DISK STAMPED DORVAUX 1942 CEMENTED
 LY2425'IN A DRILL HOLE IN THE RIM OF A LONG, BEDROCK LEDGE, OR SMALL
 LY2425'CLIFF, WHICH DROPS DOWN TO SOUTHEAST SIDE ABOUT 20 FEET.  IT IS
 LY2425'AT THE SOUTH CORNER OF A HAY FIELD, 2 FEET SOUTHEAST OF A FENCE
 LY2425'LINE, 12 FEET NORTHEAST OF A STONE FENCE AND ABOUT 125 YARDS
 LY2425'SOUTHEAST OF MAIN ROAD.  TO REACH FROM STATION, GO SOUTHWEST ON
 LY2425'MAIN ROAD FOR 0.4 MILE TO STONE FENCE RUNNING UP TO RIGHT, BY A
 LY2425'SMALL GARAGE BUILDING ON RIGHT.  HERE WALK LEFT, SOUTHEAST,
 LY2425'DOWN ACROSS FIELD, FOLLOWING ALONG A STONE FENCE, ABOUT 125
 LY2425'YARDS TO THE AZIMUTH MARK.
 LY2425'
 LY2425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2425'7 MILES WNW OF KINGSTON.
 LY2425
 LY2425                          STATION RECOVERY (1975)
 LY2425
 LY2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2425'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT IT IS
 LY2425'WEST-NORTHWEST OF KINGSTON INSTEAD OF NE.  STATION MARK, RM 2
 LY2425'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM 1 WAS NOT
 LY2425'FOUND, HOWEVER IT WAS RECOVERED IN 1970, AND BECAUSE OF ITS
 LY2425'LOCATION IS BELIEVED TO STILL EXIST, BUT COVERED WITH DEEP GROWTH
 LY2425'UNDER A PINE TREE.  VIEW FROM STATION IS OBSTRUCTED BY TALL
 LY2425'TREES EXCEPT FOR A SMALL AREA TO EAST AND SOUTHEAST.  STATION
 LY2425'MARK IS 54.5 FEET WEST OF A 24-INCH OAK, AND THERE IS NOW A
 LY2425'SWIMMING POOL JUST NORTH OF THE MARK.  THE HOUSE IS NOW OWNED
 LY2425'BY THE FOXS.
 LY2425'
 LY2425'THE 1942 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LY2425'
 LY2425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2425'7 MILES WNW OF KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9627 ***********************************************************************
 AA9627  DESIGNATION -  DOSO
 AA9627  PID         -  AA9627
 AA9627  STATE/COUNTY-  NY/NASSAU
 AA9627  USGS QUAD   -  MAMARONECK (1975)
 AA9627
 AA9627                         *CURRENT SURVEY CONTROL
 AA9627  ___________________________________________________________________
 AA9627* NAD 83(1996)-  40 53 36.73210(N)    073 38 08.27734(W)     ADJUSTED  
 AA9627* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AA9627  ___________________________________________________________________
 AA9627  X           -   1,360,353.631 (meters)                     COMP
 AA9627  Y           -  -4,632,720.336 (meters)                     COMP
 AA9627  Z           -   4,153,474.989 (meters)                     COMP
 AA9627  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AA9627  ELLIP HEIGHT-         -27.55  (meters)          (12/03/02) GPS OBS
 AA9627  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AA9627
 AA9627  HORZ ORDER  -  THIRD
 AA9627  ELLP ORDER  -  FIFTH     CLASS I
 AA9627
 AA9627.The horizontal coordinates were established by GPS observations
 AA9627.and adjusted by the National Geodetic Survey in January 1999..
 AA9627
 AA9627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9627
 AA9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9627
 AA9627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9627
 AA9627.The ellipsoidal height was determined by GPS observations
 AA9627.and is referenced to NAD 83.
 AA9627
 AA9627.The geoid height was determined by GEOID03.
 AA9627
 AA9627;                    North         East     Units Scale Factor Converg.
 AA9627;SPC NY L     -    80,780.402   330,705.158   MT  0.99999519   +0 14 18.0
 AA9627;SPC NY L     -   265,027.04  1,084,988.51   sFT  0.99999519   +0 14 18.0
 AA9627;UTM  18      - 4,527,834.665   614,931.397   MT  0.99976258   +0 53 35.8
 AA9627
 AA9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9627!SPC NY L     -   1.00000432  x   0.99999519  =   0.99999951
 AA9627!UTM  18      -   1.00000432  x   0.99976258  =   0.99976690
 AA9627
 AA9627                          SUPERSEDED SURVEY CONTROL
 AA9627
 AA9627  ELLIP H (01/11/99)  -27.54   (m)                       GP(       ) 4 1
 AA9627  NAD 83(1996)-  40 53 36.73468(N)    073 38 08.27650(W) AD(       ) 3
 AA9627  NAD 83(1986)-  40 53 36.73514(N)    073 38 08.27829(W) AD(       ) 3
 AA9627  NGVD 29 (09/19/96)    3.7    (m)           12.     (f) GPS OBS        
 AA9627
 AA9627.Superseded values are not recommended for survey control.
 AA9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9627.See file dsdata.txt to determine how the superseded data were derived.
 AA9627
 AA9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1493127835(NAD 83)
 AA9627_MARKER: DD = SURVEY DISK
 AA9627_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9627_STAMPING: DOSO 1990
 AA9627_MARK LOGO: NOS   
 AA9627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9627+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9627
 AA9627  HISTORY     - Date     Condition        Report By
 AA9627  HISTORY     - 1990     MONUMENTED       NOS
 AA9627
 AA9627                          STATION DESCRIPTION
 AA9627
 AA9627'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9627'STATION IS LOCATED ON LONG ISLAND, NEW YORK, ALONG THE SOUTH SHORE OF
 AA9627'LONG ISLAND SOUND ABOUT 1.5 NAUTICAL MILES NORTHEAST OF GLEN COVE AT
 AA9627'THE NORTHEAST CORNER OF A STONE BRIDGE CONNECTING EAST ISLAND AND
 AA9627'DOSORIS ISLAND.  TO REACH THE STATION FROM THE JUNCTION OF N.Y. HWY
 AA9627'107 AND N.Y. HWY 25A IN THE VILLAGE OF OLD BROOKVILLE, TAKE N.Y. HWY
 AA9627'107 (CEDAR SWAMP ROAD) NORTH FOR 4.3 KM (2.65 MI) TO A POINT WHERE
 AA9627'N.Y. HWY 107 FORKS OFF TO THE LEFT, BEAR RIGHT ON CEDAR SWAMP ROAD AND
 AA9627'CONTINUE FOR 1.15 KM (0.70 MI) TO PEARSALL AVENUE ON THE RIGHT, TURN
 AA9627'RIGHT ONTO PEARSALL AVENUE AND GO NORTHEAST FOR 0.4 KM (0.25 MI) TO
 AA9627'WALNUT ROAD ON THE LEFT, TURN LEFT ONTO WALNUT ROAD AND PROCEED NORTH
 AA9627'AND NORTHWEST FOR 0.8 KM (0.50 MI) TO DOSORIS WAY ON THE LEFT, TURN
 AA9627'LEFT ONTO DOSORIS WAY AND PROCEED WEST AND NORTH FOR 3.0 KM (1.85 MI)
 AA9627'TO THE END OF DOSORIS WAY AT A T INTERSECTION, BEAR LEFT ONTO DANAS
 AA9627'ISLAND HWY AND PROCEED 0.8 KM (0.50 MI) TO JUST ACROSS THE STONE
 AA9627'BRIDGE AND THE STATION ON THE LEFT.  THE STATION IS AN NOS BRONZE DISK
 AA9627'STAMPED ---DOSO 1990--- WHICH IS CEMENTED INTO A DRILL HOLE IN A 0.60
 AA9627'M (1.97 FT) BY 1.52 M (4.99 FT) CONCRETE SLAB ON THE NORTH SIDE OF THE
 AA9627'EAST END OF THE BRIDGE.  THE DISK IS 0.05 M (0.16 FT) ABOVE GROUND
 AA9627'LEVEL.  IT IS 3.83 M (12.57 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 AA9627'1.907 M (6.257 FT) WEST OF A METAL SIGNPOST WITH A WITNESS SIGN
 AA9627'ATTACHED TO ITS WEST FACING, 1.19 M (3.90 FT) OF THE LARGER OF 2 DRILL
 AA9627'HOLES IN THE GRANITE CURBING OF THE NORTH SIDE OF THE BRIDGE AND 0.55
 AA9627'M (1.80 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE SLAB. THE STATION
 AA9627'WAS POSITIONED BY GPS OBSERVATIONS.  DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3837 ***********************************************************************
 KU3837  DESIGNATION -  DOUGLAS
 KU3837  PID         -  KU3837
 KU3837  STATE/COUNTY-  NY/QUEENS
 KU3837  USGS QUAD   -  FLUSHING (1979)
 KU3837
 KU3837                         *CURRENT SURVEY CONTROL
 KU3837  ___________________________________________________________________
 KU3837* NAD 83(1996)-  40 46 40.14929(N)    073 45 16.17459(W)     ADJUSTED  
 KU3837* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KU3837  ___________________________________________________________________
 KU3837  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 KU3837  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU3837
 KU3837  HORZ ORDER  -  THIRD
 KU3837
 KU3837.The horizontal coordinates were established by classical geodetic methods
 KU3837.and adjusted by the National Geodetic Survey in January 1999..
 KU3837
 KU3837.The orthometric height was scaled from a topographic map.
 KU3837
 KU3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3837
 KU3837.The geoid height was determined by GEOID03.
 KU3837
 KU3837;                    North         East     Units Scale Factor Converg.
 KU3837;SPC NY L     -    67,895.140   320,724.872   MT  0.99999569   +0 09 38.1
 KU3837;SPC NY L     -   222,752.64  1,052,244.85   sFT  0.99999569   +0 09 38.1
 KU3837;SPC NY E     -   216,143.861   212,927.497   MT  0.99994872   +0 29 12.9
 KU3837;SPC NY E     -   709,131.98    698,579.63   sFT  0.99994872   +0 29 12.9
 KU3837;UTM  18      - 4,514,839.535   605,101.241   MT  0.99973596   +0 48 48.8
 KU3837
 KU3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3837!SPC NY L     -   1.00000403  x   0.99999569  =   0.99999972
 KU3837!SPC NY E     -   1.00000403  x   0.99994872  =   0.99995275
 KU3837!UTM  18      -   1.00000403  x   0.99973596  =   0.99973999
 KU3837
 KU3837|---------------------------------------------------------------------|
 KU3837| PID    Reference Object                     Distance      Geod. Az  |
 KU3837|                                                           dddmmss.s |
 KU3837| CB6015 DOUGLAS RM 2                         22.750 METERS 03413     |
 KU3837| CB6014 DOUGLAS RM 1                          9.345 METERS 21401     |
 KU3837| KU3749 BAYSIDE YACHT CLUB FLAGPOLE         APPROX. 1.2 KM 2740446.8 |
 KU3837|---------------------------------------------------------------------|
 KU3837
 KU3837                          SUPERSEDED SURVEY CONTROL
 KU3837
 KU3837  NAD 83(1996)-  40 46 40.15047(N)    073 45 16.17470(W) AD(       ) 3
 KU3837  NAD 83(1992)-  40 46 40.15014(N)    073 45 16.17596(W) AD(       ) 3
 KU3837  NAD 83(1986)-  40 46 40.15283(N)    073 45 16.17471(W) AD(       ) 3
 KU3837  NAD 27      -  40 46 39.78400(N)    073 45 17.69400(W) AD(       ) 3
 KU3837
 KU3837.Superseded values are not recommended for survey control.
 KU3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3837.See file dsdata.txt to determine how the superseded data were derived.
 KU3837
 KU3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0510114840(NAD 83)
 KU3837_MARKER: DS = TRIANGULATION STATION DISK
 KU3837_SETTING: 0 = UNSPECIFIED SETTING
 KU3837
 KU3837  HISTORY     - Date     Condition        Report By
 KU3837  HISTORY     - 1932     MONUMENTED       CGS
 KU3837  HISTORY     - 1933     GOOD             CGS
 KU3837  HISTORY     - 1934     GOOD             CGS
 KU3837  HISTORY     - 20040505 MARK NOT FOUND   GEOCAC
 KU3837
 KU3837                          STATION DESCRIPTION
 KU3837
 KU3837'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3837'THIS STATION IS S OF THE EAST RIVER, ON THE E SIDE OF LITTLE NECK
 KU3837'BAY IN DOUGLASTON ON SHORE DRIVE AT THE FOOT OF BEVERLY ROAD, IN
 KU3837'DOUGLAS MANOR PARK BATHING BEACH.  IT IS LOCATED IN THE CONCRETE
 KU3837'CAP OF THE STONE RETAINING WALL APPROXIMATELY 25 METERS N OF A
 KU3837'WOODEN PIER WHICH EXTENDS INTO THE BAY APPROXIMATELY 30 METERS.
 KU3837'
 KU3837'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3837'STAMPED DOUGLAS-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KU3837'THE CONCRETE CAP OF THE RETAINING WALL.
 KU3837'
 KU3837'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KU3837'PLACED.  NO.1 IN THE WALL TO THE N AND NO.2 IN THE WALL TO THE S.
 KU3837'NO ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN.
 KU3837'
 KU3837'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SETUPS ON
 KU3837'THE CONCRETE.  AN OBSERVERS PLATFORM IS NOT NECESSARY.
 KU3837'
 KU3837'HEIGHT OF LIGHT ABOVE STATION MARK 1/3 METER.
 KU3837
 KU3837                          STATION RECOVERY (1933)
 KU3837
 KU3837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3837'RECOVERED. , WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 KU3837'
 KU3837'THE MEASUREMENTS TO REFERENCE MARKS NOS.1 AND 2 WERE INTERCHANGED.
 KU3837'THE ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3837'
 KU3837'NORMAL TO INSIDE EDGE OF CONCRETE WALL 0.38 METERS
 KU3837'
 KU3837'NORMAL TO OUTSIDE EDGE OF CONCRETE WALL 0.37 METERS
 KU3837
 KU3837                          STATION RECOVERY (1934)
 KU3837
 KU3837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KU3837'STATION RECOVERED IN GOOD CONDITION, ACCORDING TO ORIGINAL
 KU3837'DESCRIPTION.
 KU3837
 KU3837                          STATION RECOVERY (2004)
 KU3837
 KU3837'RECOVERY NOTE BY GEOCACHING 2004 (CAG)
 KU3837''NEW' CONCRETE SLAB COVERS TOP OF RETAINING WALL - WALL TOP SEARCHED
 KU3837'FOR 1/4 MILE EACH DIRECTION FROM LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4491 ***********************************************************************
 KV4491  DESIGNATION -  DOVER 1931
 KV4491  PID         -  KV4491
 KV4491  STATE/COUNTY-  NY/KINGS
 KV4491  USGS QUAD   -  THE NARROWS (1981)
 KV4491
 KV4491                         *CURRENT SURVEY CONTROL
 KV4491  ___________________________________________________________________
 KV4491* NAD 83(1996)-  40 36 37.27388(N)    074 02 01.54587(W)     ADJUSTED  
 KV4491* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4491  ___________________________________________________________________
 KV4491  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KV4491  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4491
 KV4491  HORZ ORDER  -  THIRD
 KV4491
 KV4491.The horizontal coordinates were established by classical geodetic methods
 KV4491.and adjusted by the National Geodetic Survey in January 1999..
 KV4491
 KV4491.The orthometric height was scaled from a topographic map.
 KV4491
 KV4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4491
 KV4491.The geoid height was determined by GEOID03.
 KV4491
 KV4491;                    North         East     Units Scale Factor Converg.
 KV4491;SPC NY L     -    49,269.971   297,142.693   MT  1.00000361   -0 01 19.5
 KV4491;SPC NY L     -   161,646.56    974,875.65   sFT  1.00000361   -0 01 19.5
 KV4491;SPC NJ       -   197,386.118   189,453.177   MT  0.99991915   +0 18 12.5
 KV4491;SPC NJ       -   647,590.96    621,564.30   sFT  0.99991915   +0 18 12.5
 KV4491;SPC NY E     -   197,386.118   189,453.177   MT  0.99991915   +0 18 12.5
 KV4491;SPC NY E     -   647,590.96    621,564.30   sFT  0.99991915   +0 18 12.5
 KV4491;UTM  18      - 4,495,952.758   581,739.299   MT  0.99968224   +0 37 44.3
 KV4491
 KV4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4491!SPC NY L     -   1.00000414  x   1.00000361  =   1.00000775
 KV4491!SPC NJ       -   1.00000414  x   0.99991915  =   0.99992329
 KV4491!SPC NY E     -   1.00000414  x   0.99991915  =   0.99992329
 KV4491!UTM  18      -   1.00000414  x   0.99968224  =   0.99968638
 KV4491
 KV4491                          SUPERSEDED SURVEY CONTROL
 KV4491
 KV4491  NAD 83(1986)-  40 36 37.27424(N)    074 02 01.54564(W) AD(       ) 3
 KV4491  NAD 27      -  40 36 36.90000(N)    074 02 03.03500(W) AD(       ) 3
 KV4491
 KV4491.Superseded values are not recommended for survey control.
 KV4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4491.See file dsdata.txt to determine how the superseded data were derived.
 KV4491
 KV4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8173995953(NAD 83)
 KV4491_MARKER: 70 = MONUMENT
 KV4491
 KV4491  HISTORY     - Date     Condition        Report By
 KV4491  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4491  HISTORY     - 1960     GOOD             CGS
 KV4491
 KV4491                          STATION DESCRIPTION
 KV4491
 KV4491'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4491'THIS STATION IS THE PROMINENT WHITE GRANITE OBELISK ON THE FORT
 KV4491'HAMILTON SIDE OF THE NARROWS, WITHIN AND N OF THE JUNCTURE OF
 KV4491'THE SHORE ROAD AND FORT HAMILTON PARKWAY, BROOKLYN.  IT IS A
 KV4491'4-SIDED MONUMENT, TAPERING UPWARD FROM A SQUARE BASE, 6.6- BY
 KV4491'6.6-METERS, SURMOUNTED BY A PYRAMIDAL TOP.  IT WAS ERECTED AS A
 KV4491'MEMORIAL TO THE DOVER PATROL.
 KV4491'
 KV4491'CENTER IS THE PYRAMID-APEX, BLACK IN COLOR FOR ONE FOOT DOWN
 KV4491'FROM THE PEAK, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4491'
 KV4491'THIS STATION WAS NOT OCCUPIED.
 KV4491
 KV4491                          STATION RECOVERY (1960)
 KV4491
 KV4491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 KV4491'MR. H. G. DECANEG, RESIDENT ENGINEER, AMMANN AND WHITNEY,
 KV4491'ENGINEERS FOR THE NARROWS BRIDGE, INFORMED ME BY TELEPHONE THAT
 KV4491'THE GRANITE MONUMENT, WHICH IS THE STATION, WILL BE MOVED ABOUT
 KV4491'150 FEET TO THE NORTH DURING THE CONSTRUCTION OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0888 ***********************************************************************
 LW0888  DESIGNATION -  DOWNING
 LW0888  PID         -  LW0888
 LW0888  STATE/COUNTY-  NY/SUFFOLK
 LW0888  USGS QUAD   -  
 LW0888
 LW0888                         *CURRENT SURVEY CONTROL
 LW0888  ___________________________________________________________________
 LW0888* NAD 83(1996)-  41 04 12.62539(N)    071 52 04.01252(W)     ADJUSTED  
 LW0888* NAVD 88     -        26.454  (meters)      86.79   (feet)  ADJUSTED  
 LW0888  ___________________________________________________________________
 LW0888  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 LW0888  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LW0888  DYNAMIC HT  -          26.445 (meters)      86.76  (feet)  COMP
 LW0888  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW0888
 LW0888  HORZ ORDER  -  SECOND
 LW0888  VERT ORDER  -  SECOND    CLASS 0
 LW0888
 LW0888.The horizontal coordinates were established by classical geodetic methods
 LW0888.and adjusted by the National Geodetic Survey in January 1999..
 LW0888
 LW0888.The orthometric height was determined by differential leveling
 LW0888.and adjusted by the National Geodetic Survey in June 1991..
 LW0888
 LW0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0888
 LW0888.The geoid height was determined by GEOID03.
 LW0888
 LW0888.The dynamic height is computed by dividing the NAVD 88
 LW0888.geopotential number by the normal gravity value computed on the
 LW0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0888.degrees latitude (g = 980.6199 gals.).
 LW0888
 LW0888.The modeled gravity was interpolated from observed gravity values.
 LW0888
 LW0888;                    North         East     Units Scale Factor Converg.
 LW0888;SPC NY L     -   102,513.588   479,186.927   MT  1.00000226   +1 23 40.7
 LW0888;SPC NY L     -   336,330.00  1,572,132.44   sFT  1.00000226   +1 23 40.7
 LW0888;SPC CT       -   179,081.562   378,947.340   MT  1.00001565   +0 35 05.9
 LW0888;SPC CT       -   587,536.76  1,243,263.06   sFT  1.00001565   +0 35 05.9
 LW0888;UTM  19      - 4,550,510.354   259,057.246   MT  1.00031456   -1 53 06.0
 LW0888
 LW0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0888!SPC NY L     -   1.00000071  x   1.00000226  =   1.00000297
 LW0888!SPC CT       -   1.00000071  x   1.00001565  =   1.00001636
 LW0888!UTM  19      -   1.00000071  x   1.00031456  =   1.00031527
 LW0888
 LW0888|---------------------------------------------------------------------|
 LW0888| PID    Reference Object                     Distance      Geod. Az  |
 LW0888|                                                           dddmmss.s |
 LW0888| CB7658 DOWNING RM 2                         18.479 METERS 01335     |
 LW0888| LW3167 MONTAUK POINT LIGHTHOUSE            APPROX. 0.9 KM 0842343.7 |
 LW0888| CB7657 DOWNING RM 1                         16.746 METERS 10927     |
 LW0888|---------------------------------------------------------------------|
 LW0888
 LW0888                          SUPERSEDED SURVEY CONTROL
 LW0888
 LW0888  NAD 83(1996)-  41 04 12.62553(N)    071 52 04.01415(W) AD(       ) 2
 LW0888  NAD 83(1992)-  41 04 12.61992(N)    071 52 04.01853(W) AD(       ) 2
 LW0888  NAD 83(1986)-  41 04 12.62066(N)    071 52 04.02146(W) AD(       ) 2
 LW0888  NAD 27      -  41 04 12.25500(N)    071 52 05.78900(W) AD(       ) 2
 LW0888  NGVD 29 (??/??/92)   26.743  (m)           87.74   (f) ADJ UNCH    2 0
 LW0888
 LW0888.Superseded values are not recommended for survey control.
 LW0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0888.See file dsdata.txt to determine how the superseded data were derived.
 LW0888
 LW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5905750510(NAD 83)
 LW0888_MARKER: DS = TRIANGULATION STATION DISK
 LW0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW0888_STAMPING: DOWNING 1943
 LW0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0888+STABILITY: SURFACE MOTION
 LW0888
 LW0888  HISTORY     - Date     Condition        Report By
 LW0888  HISTORY     - 1943     MONUMENTED       CGS
 LW0888  HISTORY     - 1943     GOOD             CGS
 LW0888
 LW0888                          STATION DESCRIPTION
 LW0888
 LW0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW0888'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT HERO, ON
 LW0888'LONG ISLAND.  IT IS ON THE TOP OF A BRUSH COVERED HILL, ABOUT 900
 LW0888'FT. E OF GATE 2, ABOUT 110 FT. S OF STATE HIGHWAY 27, AND ABOUT 60
 LW0888'FT. S OF THE TALL WIRE FENCE THAT FORMS THE N BOUNDARY OF THE
 LW0888'FORT.  SURFACE STATION MARK IS A STANDARD DISK, STAMPED DOWNING
 LW0888'1943 AND SET IN CONCRETE IN THE TOP OF A TILE PROJECTING 4 IN.
 LW0888'
 LW0888'UNDERGROUND STATION MARK IS A STANDARD STATION DISK, SET IN
 LW0888'THE TOP OF A CONCRETE POST.
 LW0888'
 LW0888'REFERENCE MARK 1 IS E OF THE STATION.  IT IS A STANDARD
 LW0888'REFERENCE-MARK DISK, STAMPED DOWNING NO 1 1943 AND SET IN
 LW0888'CONCRETE IN THE TOP OF A TILE PROJECTING 4 IN.
 LW0888'
 LW0888'REFERENCE MARK 2 IS 6 FT. S OF THE WIRE FENCE.  IT IS A
 LW0888'STANDARD REFERENCE-MARK DISK, STAMPED DOWNING NO 2 1943 AND SET
 LW0888'IN CONCRETE IN THE TOP OF A TILE PROJECTING 4 IN.
 LW0888
 LW0888                          STATION RECOVERY (1943)
 LW0888
 LW0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 LW0888'AT FORT HERO.
 LW0888'AT FORT HERO, SUFFOLK COUNTY, 0.15 MILE FROM AZIMUTH MARK STATION
 LW0888'6 (U.S.E.) DESCRIBED ABOVE, ON THE TOP OF A HILL WEST OF THE
 LW0888'LIGHTHOUSE AND NORTH OF THE WATER TOWER, 150 FEET SOUTH OF STATE
 LW0888'HIGHWAY 27, AND 63 FEET SOUTH OF THE WIRE FENCE AROUND THE
 LW0888'FORT.  A STANDARD TRIANGULATION-STATION DISK, STAMPED DOWNING
 LW0888'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 LW0888'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5268 ***********************************************************************
 LX5268  DESIGNATION -  DP A CLINTON
 LX5268  PID         -  LX5268
 LX5268  STATE/COUNTY-  NY/SUFFOLK
 LX5268  USGS QUAD   -  NEW LONDON (1984)
 LX5268
 LX5268                         *CURRENT SURVEY CONTROL
 LX5268  ___________________________________________________________________
 LX5268* NAD 83(1996)-  41 15 23.52703(N)    072 01 24.06793(W)     ADJUSTED  
 LX5268* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 LX5268  ___________________________________________________________________
 LX5268  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LX5268  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5268
 LX5268  HORZ ORDER  -  THIRD
 LX5268
 LX5268.This mark is at Elizabeth Field Airport (0B8)
 LX5268
 LX5268.The horizontal coordinates were established by classical geodetic methods
 LX5268.and adjusted by the National Geodetic Survey in January 1999..
 LX5268
 LX5268.The orthometric height was scaled from a topographic map.
 LX5268
 LX5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5268
 LX5268.The geoid height was determined by GEOID03.
 LX5268
 LX5268;                    North         East     Units Scale Factor Converg.
 LX5268;SPC NY L     -   122,898.675   465,648.405   MT  1.00002002   +1 17 34.4
 LX5268;SPC NY L     -   403,210.07  1,527,714.81   sFT  1.00002002   +1 17 34.4
 LX5268;SPC CT       -   199,655.968   365,698.564   MT  0.99999477   +0 28 54.5
 LX5268;SPC CT       -   655,037.96  1,199,796.04   sFT  0.99999477   +0 28 54.5
 LX5268;UTM  18      - 4,571,509.403   749,382.304   MT  1.00036546   +1 57 50.1
 LX5268;UTM  19      - 4,571,644.647   246,704.346   MT  1.00038968   -1 59 41.1
 LX5268
 LX5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5268!SPC NY L     -   1.00000299  x   1.00002002  =   1.00002301
 LX5268!SPC CT       -   1.00000299  x   0.99999477  =   0.99999776
 LX5268!UTM  18      -   1.00000299  x   1.00036546  =   1.00036845
 LX5268!UTM  19      -   1.00000299  x   1.00038968  =   1.00039267
 LX5268
 LX5268                          SUPERSEDED SURVEY CONTROL
 LX5268
 LX5268  NAD 83(1996)-  41 15 23.52707(N)    072 01 24.06798(W) AD(       ) 3
 LX5268  NAD 83(1992)-  41 15 23.52578(N)    072 01 24.06725(W) AD(       ) 3
 LX5268  NAD 83(1986)-  41 15 23.52726(N)    072 01 24.07272(W) AD(       ) 3
 LX5268  NAD 27      -  41 15 23.17000(N)    072 01 25.80800(W) AD(       ) 3
 LX5268
 LX5268.Superseded values are not recommended for survey control.
 LX5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5268.See file dsdata.txt to determine how the superseded data were derived.
 LX5268
 LX5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4938271509(NAD 83)
 LX5268_MARKER: DS = TRIANGULATION STATION DISK
 LX5268_SETTING: 0 = UNSPECIFIED SETTING
 LX5268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5268
 LX5268  HISTORY     - Date     Condition        Report By
 LX5268  HISTORY     - 1940     MONUMENTED       CGS
 LX5268  HISTORY     - 1954     GOOD             CGS
 LX5268
 LX5268                          STATION DESCRIPTION
 LX5268
 LX5268'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5268'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5268'WRIGHT, ON FISHERS ISLAND.  IT IS A STANDARD STATION DISK,
 LX5268'STAMPED DP-A CLINTON 1940 AND SET IN A DRILL HOLE FLUSH WITH
 LX5268'THE CONCRETE SURFACE OF THE PIT FLOOR.  IT WAS LOCATED BY
 LX5268'TRAVERSE FROM STATION CLINTON.
 LX5268'
 LX5268'THIS IS A TRAVERSE STATION.
 LX5268
 LX5268                          STATION RECOVERY (1954)
 LX5268
 LX5268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5268'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 LX5268'FOLLOWS--
 LX5268'
 LX5268'STATION IS LOCATED AT FORT WRIGHT, FISHERS ISLAND, IN THE
 LX5268'CONCRETE FLOOR OF THE WESTERLY OF THE TWO GUN EMPLACEMENTS OF
 LX5268'BATTERY CLINTON, MIDWAY BETWEEN THE CENTERS OF TWO CIRCLES
 LX5268'FORMED BY EXPANSION JOINTS IN THE FLOOR.  THE TWO CIRCLES ARE
 LX5268'APPROXIMATELY CENTERED IN THE NORTH HALF OF THE FLOOR.
 LX5268'
 LX5268'A STANDARD DISK STAMPED DP-A CLINTON 1940 SET FLUSH WITH THE
 LX5268'SURFACE OF THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5632 ***********************************************************************
 LX5632  DESIGNATION -  DP A STONEMAN
 LX5632  PID         -  LX5632
 LX5632  STATE/COUNTY-  NY/SUFFOLK
 LX5632  USGS QUAD   -  PLUM ISLAND (1954)
 LX5632
 LX5632                         *CURRENT SURVEY CONTROL
 LX5632  ___________________________________________________________________
 LX5632* NAD 83(1996)-  41 11 20.05097(N)    072 09 53.69610(W)     ADJUSTED  
 LX5632* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX5632  ___________________________________________________________________
 LX5632  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX5632  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5632
 LX5632  HORZ ORDER  -  THIRD
 LX5632
 LX5632.The horizontal coordinates were established by classical geodetic methods
 LX5632.and adjusted by the National Geodetic Survey in January 1999..
 LX5632
 LX5632.The orthometric height was scaled from a topographic map.
 LX5632
 LX5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5632
 LX5632.The geoid height was determined by GEOID03.
 LX5632
 LX5632;                    North         East     Units Scale Factor Converg.
 LX5632;SPC NY L     -   115,130.972   453,944.157   MT  1.00001235   +1 12 01.1
 LX5632;SPC NY L     -   377,725.53  1,489,315.12   sFT  1.00001235   +1 12 01.1
 LX5632;SPC CT       -   192,054.992   353,885.664   MT  1.00000114   +0 23 16.6
 LX5632;SPC CT       -   630,100.42  1,161,039.88   sFT  1.00000114   +0 23 16.6
 LX5632;UTM  18      - 4,563,603.028   737,765.940   MT  1.00029582   +1 52 04.4
 LX5632
 LX5632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5632!SPC NY L     -   1.00000175  x   1.00001235  =   1.00001410
 LX5632!SPC CT       -   1.00000175  x   1.00000114  =   1.00000289
 LX5632!UTM  18      -   1.00000175  x   1.00029582  =   1.00029757
 LX5632
 LX5632                          SUPERSEDED SURVEY CONTROL
 LX5632
 LX5632  NAD 83(1996)-  41 11 20.05100(N)    072 09 53.69619(W) AD(       ) 3
 LX5632  NAD 83(1992)-  41 11 20.04958(N)    072 09 53.69518(W) AD(       ) 3
 LX5632  NAD 83(1986)-  41 11 20.05120(N)    072 09 53.70094(W) AD(       ) 3
 LX5632  NAD 27      -  41 11 19.69400(N)    072 09 55.42100(W) AD(       ) 3
 LX5632
 LX5632.Superseded values are not recommended for survey control.
 LX5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5632.See file dsdata.txt to determine how the superseded data were derived.
 LX5632
 LX5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3776663603(NAD 83)
 LX5632_MARKER: Z = SEE DESCRIPTION
 LX5632_SETTING: 0 = UNSPECIFIED SETTING
 LX5632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5632
 LX5632  HISTORY     - Date     Condition        Report By
 LX5632  HISTORY     - 1940     MONUMENTED       CGS
 LX5632
 LX5632                          STATION DESCRIPTION
 LX5632
 LX5632'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5632'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5632'TERRY, ON PLUM ISLAND.  THE STATION WAS NOT MARKED PERMANENTLY
 LX5632'AS POINT FELL ON A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5262 ***********************************************************************
 LX5262  DESIGNATION -  DP AA WER POSITION
 LX5262  PID         -  LX5262
 LX5262  STATE/COUNTY-  NY/SUFFOLK
 LX5262  USGS QUAD   -  NEW LONDON (1984)
 LX5262
 LX5262                         *CURRENT SURVEY CONTROL
 LX5262  ___________________________________________________________________
 LX5262* NAD 83(1996)-  41 15 15.61726(N)    072 01 32.79359(W)     ADJUSTED  
 LX5262* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5262  ___________________________________________________________________
 LX5262  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 LX5262  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5262
 LX5262  HORZ ORDER  -  SECOND
 LX5262
 LX5262.This mark is at Elizabeth Field Airport (0B8)
 LX5262
 LX5262.The horizontal coordinates were established by classical geodetic methods
 LX5262.and adjusted by the National Geodetic Survey in January 1999..
 LX5262
 LX5262.The orthometric height was scaled from a topographic map.
 LX5262
 LX5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5262
 LX5262.The geoid height was determined by GEOID03.
 LX5262
 LX5262;                    North         East     Units Scale Factor Converg.
 LX5262;SPC NY L     -   122,650.138   465,450.818   MT  1.00001975   +1 17 28.7
 LX5262;SPC NY L     -   402,394.66  1,527,066.56   sFT  1.00001975   +1 17 28.7
 LX5262;SPC CT       -   199,410.259   365,497.483   MT  0.99999496   +0 28 48.7
 LX5262;SPC CT       -   654,231.82  1,199,136.33   sFT  0.99999496   +0 28 48.7
 LX5262;UTM  18      - 4,571,258.483   749,187.573   MT  1.00036427   +1 57 44.0
 LX5262;UTM  19      - 4,571,407.762   246,492.753   MT  1.00039100   -1 59 46.6
 LX5262
 LX5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5262!SPC NY L     -   1.00000393  x   1.00001975  =   1.00002368
 LX5262!SPC CT       -   1.00000393  x   0.99999496  =   0.99999889
 LX5262!UTM  18      -   1.00000393  x   1.00036427  =   1.00036821
 LX5262!UTM  19      -   1.00000393  x   1.00039100  =   1.00039494
 LX5262
 LX5262                          SUPERSEDED SURVEY CONTROL
 LX5262
 LX5262  NAD 83(1996)-  41 15 15.61731(N)    072 01 32.79364(W) AD(       ) 2
 LX5262  NAD 83(1992)-  41 15 15.61602(N)    072 01 32.79293(W) AD(       ) 2
 LX5262  NAD 83(1986)-  41 15 15.61727(N)    072 01 32.79831(W) AD(       ) 2
 LX5262  NAD 27      -  41 15 15.26100(N)    072 01 34.53400(W) AD(       ) 2
 LX5262
 LX5262.Superseded values are not recommended for survey control.
 LX5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5262.See file dsdata.txt to determine how the superseded data were derived.
 LX5262
 LX5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4918871258(NAD 83)
 LX5262_MARKER: Z = SEE DESCRIPTION
 LX5262_SETTING: 0 = UNSPECIFIED SETTING
 LX5262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5262
 LX5262  HISTORY     - Date     Condition        Report By
 LX5262  HISTORY     - 1940     MONUMENTED       CGS
 LX5262  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5262
 LX5262                          STATION DESCRIPTION
 LX5262
 LX5262'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5262'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5262'ON FISHERS ISLAND, AND IS THE APPROXIMATE CENTER OF THE TRIANGLE
 LX5262'FORMED BY THE THREE CONCRETE ANTI-AIRCRAFT GUN EMPLACEMENTS
 LX5262'LOCATED NEAR THE SE CORNER OF THE PARADE GROUNDS.  STATION WAS
 LX5262'MARKED TEMPORARILY BY A 1-IN. IRON PIPE DRIVEN IN THE GROUND
 LX5262'AND PROJECTING ABOUT 4 IN.  IT WAS LOCATED BY TRAVERSE FROM
 LX5262'STATION EAST BASE OFFSET.
 LX5262'
 LX5262'THIS IS A TRAVERSE STATION.
 LX5262
 LX5262                          STATION RECOVERY (1954)
 LX5262
 LX5262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5262'STATION COULD NOT BE RECOVERED.  EARTHWORKS AROUND GUN
 LX5262'EMPLACEMENTS HAVE CAVED IN AND ARE OVERGROWN WITH HEAVY VINES
 LX5262'AND BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5271 ***********************************************************************
 LX5271  DESIGNATION -  DP B CLINTON
 LX5271  PID         -  LX5271
 LX5271  STATE/COUNTY-  NY/SUFFOLK
 LX5271  USGS QUAD   -  NEW LONDON (1984)
 LX5271
 LX5271                         *CURRENT SURVEY CONTROL
 LX5271  ___________________________________________________________________
 LX5271* NAD 83(1996)-  41 15 23.15886(N)    072 01 22.18166(W)     ADJUSTED  
 LX5271* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5271  ___________________________________________________________________
 LX5271  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LX5271  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5271
 LX5271  HORZ ORDER  -  THIRD
 LX5271
 LX5271.This mark is at Elizabeth Field Airport (0B8)
 LX5271
 LX5271.The horizontal coordinates were established by classical geodetic methods
 LX5271.and adjusted by the National Geodetic Survey in January 1999..
 LX5271
 LX5271.The orthometric height was scaled from a topographic map.
 LX5271
 LX5271.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5271
 LX5271.The geoid height was determined by GEOID03.
 LX5271
 LX5271;                    North         East     Units Scale Factor Converg.
 LX5271;SPC NY L     -   122,888.311   465,692.563   MT  1.00002001   +1 17 35.6
 LX5271;SPC NY L     -   403,176.07  1,527,859.68   sFT  1.00002001   +1 17 35.6
 LX5271;SPC CT       -   199,644.980   365,742.570   MT  0.99999478   +0 28 55.8
 LX5271;SPC CT       -   655,001.91  1,199,940.42   sFT  0.99999478   +0 28 55.8
 LX5271;UTM  18      - 4,571,499.554   749,426.596   MT  1.00036574   +1 57 51.3
 LX5271;UTM  19      - 4,571,631.763   246,747.854   MT  1.00038941   -1 59 39.8
 LX5271
 LX5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5271!SPC NY L     -   1.00000393  x   1.00002001  =   1.00002394
 LX5271!SPC CT       -   1.00000393  x   0.99999478  =   0.99999871
 LX5271!UTM  18      -   1.00000393  x   1.00036574  =   1.00036968
 LX5271!UTM  19      -   1.00000393  x   1.00038941  =   1.00039335
 LX5271
 LX5271                          SUPERSEDED SURVEY CONTROL
 LX5271
 LX5271  NAD 83(1996)-  41 15 23.15891(N)    072 01 22.18171(W) AD(       ) 3
 LX5271  NAD 83(1992)-  41 15 23.15761(N)    072 01 22.18098(W) AD(       ) 3
 LX5271  NAD 83(1986)-  41 15 23.15883(N)    072 01 22.18636(W) AD(       ) 3
 LX5271  NAD 27      -  41 15 22.80200(N)    072 01 23.92200(W) AD(       ) 3
 LX5271
 LX5271.Superseded values are not recommended for survey control.
 LX5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5271.See file dsdata.txt to determine how the superseded data were derived.
 LX5271
 LX5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4942771500(NAD 83)
 LX5271_MARKER: Z = SEE DESCRIPTION
 LX5271_SETTING: 0 = UNSPECIFIED SETTING
 LX5271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5271
 LX5271  HISTORY     - Date     Condition        Report By
 LX5271  HISTORY     - 1940     MONUMENTED       CGS
 LX5271  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5271
 LX5271                          STATION DESCRIPTION
 LX5271
 LX5271'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5271'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5271'WRIGHT, ON FISHERS ISLAND.  STATION WAS NOT PERMANENTLY
 LX5271'MARKED AS THE POINT FELL ON A DRAIN COVER.  IT WAS LOCATED BY
 LX5271'TRAVERSE FROM STATION CLINTON.
 LX5271'
 LX5271'THIS IS A TRAVERSE STATION.
 LX5271
 LX5271                          STATION RECOVERY (1954)
 LX5271
 LX5271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5271'STATION WAS NOT PERMANENTLY MARKED AND COULD NOT BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5629 ***********************************************************************
 LX5629  DESIGNATION -  DP B STONEMAN
 LX5629  PID         -  LX5629
 LX5629  STATE/COUNTY-  NY/SUFFOLK
 LX5629  USGS QUAD   -  PLUM ISLAND (1954)
 LX5629
 LX5629                         *CURRENT SURVEY CONTROL
 LX5629  ___________________________________________________________________
 LX5629* NAD 83(1996)-  41 11 21.18228(N)    072 09 52.46954(W)     ADJUSTED  
 LX5629* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX5629  ___________________________________________________________________
 LX5629  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX5629  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5629
 LX5629  HORZ ORDER  -  THIRD
 LX5629
 LX5629.The horizontal coordinates were established by classical geodetic methods
 LX5629.and adjusted by the National Geodetic Survey in January 1999..
 LX5629
 LX5629.The orthometric height was scaled from a topographic map.
 LX5629
 LX5629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5629
 LX5629.The geoid height was determined by GEOID03.
 LX5629
 LX5629;                    North         East     Units Scale Factor Converg.
 LX5629;SPC NY L     -   115,166.464   453,972.004   MT  1.00001238   +1 12 01.9
 LX5629;SPC NY L     -   377,841.97  1,489,406.48   sFT  1.00001238   +1 12 01.9
 LX5629;SPC CT       -   192,090.085   353,914.011   MT  1.00000111   +0 23 17.4
 LX5629;SPC CT       -   630,215.55  1,161,132.88   sFT  1.00000111   +0 23 17.4
 LX5629;UTM  18      - 4,563,638.852   737,793.379   MT  1.00029598   +1 52 05.3
 LX5629
 LX5629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5629!SPC NY L     -   1.00000175  x   1.00001238  =   1.00001413
 LX5629!SPC CT       -   1.00000175  x   1.00000111  =   1.00000286
 LX5629!UTM  18      -   1.00000175  x   1.00029598  =   1.00029773
 LX5629
 LX5629                          SUPERSEDED SURVEY CONTROL
 LX5629
 LX5629  NAD 83(1996)-  41 11 21.18232(N)    072 09 52.46963(W) AD(       ) 3
 LX5629  NAD 83(1992)-  41 11 21.18089(N)    072 09 52.46862(W) AD(       ) 3
 LX5629  NAD 83(1986)-  41 11 21.18247(N)    072 09 52.47434(W) AD(       ) 3
 LX5629  NAD 27      -  41 11 20.82600(N)    072 09 54.19400(W) AD(       ) 3
 LX5629
 LX5629.Superseded values are not recommended for survey control.
 LX5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5629.See file dsdata.txt to determine how the superseded data were derived.
 LX5629
 LX5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3779363639(NAD 83)
 LX5629_MARKER: DS = TRIANGULATION STATION DISK
 LX5629_SETTING: 0 = UNSPECIFIED SETTING
 LX5629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5629
 LX5629  HISTORY     - Date     Condition        Report By
 LX5629  HISTORY     - 1940     MONUMENTED       CGS
 LX5629
 LX5629                          STATION DESCRIPTION
 LX5629
 LX5629'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5629'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5629'TERRY, ON PLUM ISLAND.  THE STATION IS MARKED BY A STANDARD
 LX5629'TRIANGULATION-STATION DISK, STAMPED DP B STONEMAN 1940 AND SET
 LX5629'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE PIT FLOOR.
 LX5629'
 LX5629'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5200 ***********************************************************************
 LX5200  DESIGNATION -  DP BARLOW
 LX5200  PID         -  LX5200
 LX5200  STATE/COUNTY-  NY/SUFFOLK
 LX5200  USGS QUAD   -  NEW LONDON (1984)
 LX5200
 LX5200                         *CURRENT SURVEY CONTROL
 LX5200  ___________________________________________________________________
 LX5200* NAD 83(1996)-  41 15 16.28350(N)    072 02 03.98888(W)     ADJUSTED  
 LX5200* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5200  ___________________________________________________________________
 LX5200  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LX5200  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5200
 LX5200  HORZ ORDER  -  SECOND
 LX5200
 LX5200.This mark is at Elizabeth Field Airport (0B8)
 LX5200
 LX5200.The horizontal coordinates were established by classical geodetic methods
 LX5200.and adjusted by the National Geodetic Survey in January 1999..
 LX5200
 LX5200.The orthometric height was scaled from a topographic map.
 LX5200
 LX5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5200
 LX5200.The geoid height was determined by GEOID03.
 LX5200
 LX5200;                    North         East     Units Scale Factor Converg.
 LX5200;SPC NY L     -   122,654.356   464,724.274   MT  1.00001977   +1 17 08.3
 LX5200;SPC NY L     -   402,408.50  1,524,682.89   sFT  1.00001977   +1 17 08.3
 LX5200;SPC CT       -   199,424.761   364,771.090   MT  0.99999494   +0 28 28.0
 LX5200;SPC CT       -   654,279.40  1,196,753.15   sFT  0.99999494   +0 28 28.0
 LX5200;UTM  18      - 4,571,254.192   748,460.782   MT  1.00035982   +1 57 23.4
 LX5200;UTM  19      - 4,571,453.656   245,767.376   MT  1.00039553   -2 00 07.2
 LX5200
 LX5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5200!SPC NY L     -   1.00000393  x   1.00001977  =   1.00002370
 LX5200!SPC CT       -   1.00000393  x   0.99999494  =   0.99999887
 LX5200!UTM  18      -   1.00000393  x   1.00035982  =   1.00036376
 LX5200!UTM  19      -   1.00000393  x   1.00039553  =   1.00039947
 LX5200
 LX5200                          SUPERSEDED SURVEY CONTROL
 LX5200
 LX5200  NAD 83(1996)-  41 15 16.28356(N)    072 02 03.98893(W) AD(       ) 2
 LX5200  NAD 83(1992)-  41 15 16.28232(N)    072 02 03.98822(W) AD(       ) 2
 LX5200  NAD 83(1986)-  41 15 16.28355(N)    072 02 03.99374(W) AD(       ) 2
 LX5200  NAD 27      -  41 15 15.92600(N)    072 02 05.72700(W) AD(       ) 2
 LX5200
 LX5200.Superseded values are not recommended for survey control.
 LX5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5200.See file dsdata.txt to determine how the superseded data were derived.
 LX5200
 LX5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4846171254(NAD 83)
 LX5200_MARKER: Z = SEE DESCRIPTION
 LX5200_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX5200+WITH SETTING: PAVEMENT
 LX5200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5200+STABILITY: SURFACE MOTION
 LX5200
 LX5200  HISTORY     - Date     Condition        Report By
 LX5200  HISTORY     - 1940     MONUMENTED       CGS
 LX5200  HISTORY     - 1954     GOOD             CGS
 LX5200
 LX5200                          STATION DESCRIPTION
 LX5200
 LX5200'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5200'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5200'ON FISHERS ISLAND, AND ON A CONCRETE EMBANKMENT.  STATION IS
 LX5200'MARKED BY A PUNCH HOLE IN A 1-IN. LEAD PLUG SET IN A DRILL HOLE
 LX5200'FLUSH WITH THE SURFACE OF THE EMBANKMENT.  IT WAS LOCATED BY
 LX5200'TRAVERSE FROM STATION BARLOW.
 LX5200'
 LX5200'THIS IS A TRAVERSE STATION.
 LX5200
 LX5200                          STATION RECOVERY (1954)
 LX5200
 LX5200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5200'STATION BELIEVED TO BE RECOVERED IN GOOD CONDITION.  STATION IS
 LX5200'APPARENTLY A LEAD PLUG FLUSH WITH THE SURFACE OF A CONCRETE SLAB,
 LX5200'MIDWAY BETWEEN THE CENTERS OF THE TWO MOUNTS OF BATTERY BARLOW,
 LX5200'AT FORT WRIGHT, ON FISHERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5556 ***********************************************************************
 LX5556  DESIGNATION -  DP BENJAMIN
 LX5556  PID         -  LX5556
 LX5556  STATE/COUNTY-  NY/SUFFOLK
 LX5556  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5556
 LX5556                         *CURRENT SURVEY CONTROL
 LX5556  ___________________________________________________________________
 LX5556* NAD 83(1996)-  41 12 12.68178(N)    072 07 01.62837(W)     ADJUSTED  
 LX5556* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5556  ___________________________________________________________________
 LX5556  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 LX5556  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5556
 LX5556  HORZ ORDER  -  THIRD
 LX5556
 LX5556.The horizontal coordinates were established by classical geodetic methods
 LX5556.and adjusted by the National Geodetic Survey in January 1999..
 LX5556
 LX5556.The orthometric height was scaled from a topographic map.
 LX5556
 LX5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5556
 LX5556.The geoid height was determined by GEOID03.
 LX5556
 LX5556;                    North         East     Units Scale Factor Converg.
 LX5556;SPC NY L     -   116,839.337   457,918.279   MT  1.00001389   +1 13 53.6
 LX5556;SPC NY L     -   383,330.39  1,502,353.55   sFT  1.00001389   +1 13 53.6
 LX5556;SPC CT       -   193,706.836   357,883.549   MT  0.99999965   +0 25 10.7
 LX5556;SPC CT       -   635,519.84  1,174,156.28   sFT  0.99999965   +0 25 10.7
 LX5556;UTM  18      - 4,565,358.127   741,721.037   MT  1.00031916   +1 53 59.9
 LX5556
 LX5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5556!SPC NY L     -   1.00000363  x   1.00001389  =   1.00001752
 LX5556!SPC CT       -   1.00000363  x   0.99999965  =   1.00000328
 LX5556!UTM  18      -   1.00000363  x   1.00031916  =   1.00032280
 LX5556
 LX5556                          SUPERSEDED SURVEY CONTROL
 LX5556
 LX5556  NAD 83(1996)-  41 12 12.68183(N)    072 07 01.62846(W) AD(       ) 3
 LX5556  NAD 83(1992)-  41 12 12.68044(N)    072 07 01.62740(W) AD(       ) 3
 LX5556  NAD 83(1986)-  41 12 12.68201(N)    072 07 01.63324(W) AD(       ) 3
 LX5556  NAD 27      -  41 12 12.32700(N)    072 07 03.35600(W) AD(       ) 3
 LX5556
 LX5556.Superseded values are not recommended for survey control.
 LX5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5556.See file dsdata.txt to determine how the superseded data were derived.
 LX5556
 LX5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4172165358(NAD 83)
 LX5556_MARKER: DS = TRIANGULATION STATION DISK
 LX5556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5556+STABILITY: SURFACE MOTION
 LX5556
 LX5556  HISTORY     - Date     Condition        Report By
 LX5556  HISTORY     - 1940     MONUMENTED       CGS
 LX5556  HISTORY     - 1943     GOOD             CGS
 LX5556  HISTORY     - 1962     MARK NOT FOUND   CGS
 LX5556  HISTORY     - 20001231 MARK NOT FOUND   NGS
 LX5556
 LX5556                          STATION DESCRIPTION
 LX5556
 LX5556'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5556'THIS IS A STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP
 LX5556'OF A 10-IN. SQUARE CONCRETE POST ABOUT 2 FT. LONG, THE TOP OF
 LX5556'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 LX5556'STAMPED DP BENJAMIN 1940 AND WAS LOCATED BY DIRECTION AND TRAVERSE
 LX5556'FROM TRIANGULATION STATION B1 DAVIS.  THE DISK IS ON THE N END
 LX5556'OF GREAT GULL ISLAND, AT FORT MICHIE.
 LX5556
 LX5556                          STATION RECOVERY (1943)
 LX5556
 LX5556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5556'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND IN
 LX5556'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX5556'
 LX5556'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX5556'MICHIE, ON GREAT GULL ISLAND.  THE MARK, NOTE 1A, IS STAMPED
 LX5556'DP BENJAMIN 1940 AND IS FLUSH WITH THE GROUND.
 LX5556
 LX5556                          STATION RECOVERY (1962)
 LX5556
 LX5556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5556'THE STATION WAS SEARCHED FOR, BUT NOT FOUND.  IT IS BELIEVED
 LX5556'TO BE LOST.
 LX5556
 LX5556                          STATION RECOVERY (2000)
 LX5556
 LX5556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5556'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0280 ***********************************************************************
 LX0280  DESIGNATION -  DP BRADFORD
 LX0280  PID         -  LX0280
 LX0280  STATE/COUNTY-  NY/SUFFOLK
 LX0280  USGS QUAD   -  PLUM ISLAND (1954)
 LX0280
 LX0280                         *CURRENT SURVEY CONTROL
 LX0280  ___________________________________________________________________
 LX0280* NAD 83(1996)-  41 11 22.15432(N)    072 09 49.10191(W)     ADJUSTED  
 LX0280* NAVD 88     -        20.050  (meters)      65.78   (feet)  ADJUSTED  
 LX0280  ___________________________________________________________________
 LX0280  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX0280  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX0280  DYNAMIC HT  -          20.043 (meters)      65.76  (feet)  COMP
 LX0280  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 LX0280
 LX0280  HORZ ORDER  -  SECOND
 LX0280  VERT ORDER  -  SECOND    CLASS 0
 LX0280
 LX0280.The horizontal coordinates were established by classical geodetic methods
 LX0280.and adjusted by the National Geodetic Survey in January 1999..
 LX0280
 LX0280.The orthometric height was determined by differential leveling
 LX0280.and adjusted by the National Geodetic Survey in June 1991..
 LX0280
 LX0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0280
 LX0280.The geoid height was determined by GEOID03.
 LX0280
 LX0280.The dynamic height is computed by dividing the NAVD 88
 LX0280.geopotential number by the normal gravity value computed on the
 LX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0280.degrees latitude (g = 980.6199 gals.).
 LX0280
 LX0280.The modeled gravity was interpolated from observed gravity values.
 LX0280
 LX0280;                    North         East     Units Scale Factor Converg.
 LX0280;SPC NY L     -   115,198.089   454,049.838   MT  1.00001241   +1 12 04.1
 LX0280;SPC NY L     -   377,945.73  1,489,661.84   sFT  1.00001241   +1 12 04.1
 LX0280;SPC CT       -   192,120.604   353,992.284   MT  1.00000108   +0 23 19.7
 LX0280;SPC CT       -   630,315.68  1,161,389.69   sFT  1.00000108   +0 23 19.7
 LX0280;UTM  18      - 4,563,671.392   737,870.861   MT  1.00029643   +1 52 07.5
 LX0280
 LX0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0280!SPC NY L     -   1.00000170  x   1.00001241  =   1.00001411
 LX0280!SPC CT       -   1.00000170  x   1.00000108  =   1.00000278
 LX0280!UTM  18      -   1.00000170  x   1.00029643  =   1.00029813
 LX0280
 LX0280                          SUPERSEDED SURVEY CONTROL
 LX0280
 LX0280  NAD 83(1996)-  41 11 22.15436(N)    072 09 49.10200(W) AD(       ) 2
 LX0280  NAD 83(1992)-  41 11 22.15294(N)    072 09 49.10098(W) AD(       ) 2
 LX0280  NAD 83(1986)-  41 11 22.15453(N)    072 09 49.10673(W) AD(       ) 2
 LX0280  NAD 27      -  41 11 21.79700(N)    072 09 50.82600(W) AD(       ) 2
 LX0280  NGVD 29 (??/??/92)   20.340  (m)           66.73   (f) ADJ UNCH    2 0
 LX0280
 LX0280.Superseded values are not recommended for survey control.
 LX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0280.See file dsdata.txt to determine how the superseded data were derived.
 LX0280
 LX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3787163671(NAD 83)
 LX0280_MARKER: DB = BENCH MARK DISK
 LX0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0280_SP_SET: CONCRETE EMPLACEMENT
 LX0280_STAMPING: DP BRADFORD 1940
 LX0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0280
 LX0280  HISTORY     - Date     Condition        Report By
 LX0280  HISTORY     - 1940     MONUMENTED       CGS
 LX0280  HISTORY     - 1943     GOOD             USGS
 LX0280  HISTORY     - 1943     GOOD             NGS
 LX0280
 LX0280                          STATION DESCRIPTION
 LX0280
 LX0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX0280'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX0280'TERRY, ON PLUM ISLAND, NEAR THE E END OF THE ISLAND.
 LX0280'
 LX0280'THE STATION IS MARKED BY A STANDARD TRIANGULATION-STATION
 LX0280'DISK, STAMPED DP BRADFORD 1940 AND SET IN A DRILL HOLE FLUSH
 LX0280'WITH THE SURFACE.
 LX0280'
 LX0280'LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX0280'
 LX0280'THIS IS A TRAVERSE STATION.
 LX0280
 LX0280                          STATION RECOVERY (1943)
 LX0280
 LX0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943 (FN)
 LX0280'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND
 LX0280'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX0280'
 LX0280'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX0280'TERRY, ON PLUM ISLAND.  IT IS MARKED BY A STANDARD DISK,
 LX0280'STAMPED DP BRADFORD 1940 AND SET IN A DRILL HOLE FLUSH WITH THE
 LX0280'CONCRETE SURFACE OF THE MAGAZINE.
 LX0280
 LX0280                          STATION RECOVERY (1943)
 LX0280
 LX0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LX0280'AT PLUM ISLAND.
 LX0280'AT FORT TERRY, SUFFOLK COUNTY, NEAR THE EAST END OF PLUM ISLAND,
 LX0280'AT BATTERY BRADFORD, AND ON THE CONCRETE EMPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5191 ***********************************************************************
 LX5191  DESIGNATION -  DP BUTTERFIELD
 LX5191  PID         -  LX5191
 LX5191  STATE/COUNTY-  NY/SUFFOLK
 LX5191  USGS QUAD   -  NEW LONDON (1984)
 LX5191
 LX5191                         *CURRENT SURVEY CONTROL
 LX5191  ___________________________________________________________________
 LX5191* NAD 83(1996)-  41 15 14.70830(N)    072 02 01.35320(W)     ADJUSTED  
 LX5191* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5191  ___________________________________________________________________
 LX5191  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX5191  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5191
 LX5191  HORZ ORDER  -  THIRD
 LX5191
 LX5191.This mark is at Elizabeth Field Airport (0B8)
 LX5191
 LX5191.The horizontal coordinates were established by classical geodetic methods
 LX5191.and adjusted by the National Geodetic Survey in January 1999..
 LX5191
 LX5191.The orthometric height was scaled from a topographic map.
 LX5191
 LX5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5191
 LX5191.The geoid height was determined by GEOID03.
 LX5191
 LX5191;                    North         East     Units Scale Factor Converg.
 LX5191;SPC NY L     -   122,607.150   464,786.711   MT  1.00001972   +1 17 10.0
 LX5191;SPC NY L     -   402,253.62  1,524,887.73   sFT  1.00001972   +1 17 10.0
 LX5191;SPC CT       -   199,376.677   364,832.851   MT  0.99999498   +0 28 29.8
 LX5191;SPC CT       -   654,121.65  1,196,955.78   sFT  0.99999498   +0 28 29.8
 LX5191;UTM  18      - 4,571,207.704   748,523.789   MT  1.00036020   +1 57 25.1
 LX5191;UTM  19      - 4,571,402.928   245,827.026   MT  1.00039516   -2 00 05.4
 LX5191
 LX5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5191!SPC NY L     -   1.00000393  x   1.00001972  =   1.00002365
 LX5191!SPC CT       -   1.00000393  x   0.99999498  =   0.99999891
 LX5191!UTM  18      -   1.00000393  x   1.00036020  =   1.00036414
 LX5191!UTM  19      -   1.00000393  x   1.00039516  =   1.00039910
 LX5191
 LX5191                          SUPERSEDED SURVEY CONTROL
 LX5191
 LX5191  NAD 83(1996)-  41 15 14.70835(N)    072 02 01.35325(W) AD(       ) 3
 LX5191  NAD 83(1992)-  41 15 14.70711(N)    072 02 01.35255(W) AD(       ) 3
 LX5191  NAD 83(1986)-  41 15 14.70834(N)    072 02 01.35808(W) AD(       ) 3
 LX5191  NAD 27      -  41 15 14.35100(N)    072 02 03.09200(W) AD(       ) 3
 LX5191
 LX5191.Superseded values are not recommended for survey control.
 LX5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5191.See file dsdata.txt to determine how the superseded data were derived.
 LX5191
 LX5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4852471208(NAD 83)
 LX5191_MARKER: Z = SEE DESCRIPTION
 LX5191_SETTING: 0 = UNSPECIFIED SETTING
 LX5191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5191
 LX5191  HISTORY     - Date     Condition        Report By
 LX5191  HISTORY     - 1940     MONUMENTED       CGS
 LX5191  HISTORY     - 1943     GOOD             CGS
 LX5191  HISTORY     - 1954     GOOD             CGS
 LX5191
 LX5191                          STATION DESCRIPTION
 LX5191
 LX5191'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5191'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT WRIGHT,
 LX5191'ON FISHERS ISLAND, ON A CONCRETE EMBANKMENT.  STATION IS MARKED
 LX5191'BY A PUNCH HOLE IN A 1-IN. LEAD PLUG SET IN A DRILL HOLE FLUSH
 LX5191'WITH THE SURFACE OF THE EMBANKMENT.  IT WAS LOCATED BY TRAVERSE
 LX5191'FROM STATION BARLOW.
 LX5191'
 LX5191'THIS IS A TRAVERSE STATION.
 LX5191
 LX5191                          STATION RECOVERY (1943)
 LX5191
 LX5191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5191'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND IN
 LX5191'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX5191'
 LX5191'STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT WRIGHT,
 LX5191'ON FISHERS ISLAND.  IT IS MARKED BY A PUNCH HOLE IN A LEAD PLUG
 LX5191'SET IN A DRILL HOLE FLUSH WITH THE CONCRETE SURFACE.
 LX5191
 LX5191                          STATION RECOVERY (1954)
 LX5191
 LX5191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5191'STATION BELIEVED TO BE RECOVERED IN GOOD CONDITION.  STATION IS
 LX5191'APPARENTLY THE CENTER OF A CROSS IN A LEAD PLUG SET IN A CONCRETE
 LX5191'SLAB MIDWAY BETWEEN THE CENTERS OF THE TWO MOUNTS OF BATTERY
 LX5191'BUTTERFIELD, IN FORT WRIGHT, ON FISHERS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5270 ***********************************************************************
 LX5270  DESIGNATION -  DP CLINTON
 LX5270  PID         -  LX5270
 LX5270  STATE/COUNTY-  NY/SUFFOLK
 LX5270  USGS QUAD   -  NEW LONDON (1984)
 LX5270
 LX5270                         *CURRENT SURVEY CONTROL
 LX5270  ___________________________________________________________________
 LX5270* NAD 83(1996)-  41 15 23.23695(N)    072 01 23.08404(W)     ADJUSTED  
 LX5270* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5270  ___________________________________________________________________
 LX5270  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LX5270  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5270
 LX5270  HORZ ORDER  -  SECOND
 LX5270
 LX5270.This mark is at Elizabeth Field Airport (0B8)
 LX5270
 LX5270.The horizontal coordinates were established by classical geodetic methods
 LX5270.and adjusted by the National Geodetic Survey in January 1999..
 LX5270
 LX5270.The orthometric height was scaled from a topographic map.
 LX5270
 LX5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5270
 LX5270.The geoid height was determined by GEOID03.
 LX5270
 LX5270;                    North         East     Units Scale Factor Converg.
 LX5270;SPC NY L     -   122,890.246   465,671.506   MT  1.00002001   +1 17 35.0
 LX5270;SPC NY L     -   403,182.42  1,527,790.60   sFT  1.00002001   +1 17 35.0
 LX5270;SPC CT       -   199,647.212   365,721.543   MT  0.99999478   +0 28 55.2
 LX5270;SPC CT       -   655,009.23  1,199,871.43   sFT  0.99999478   +0 28 55.2
 LX5270;UTM  18      - 4,571,501.242   749,405.510   MT  1.00036561   +1 57 50.7
 LX5270;UTM  19      - 4,571,634.903   246,726.935   MT  1.00038954   -1 59 40.4
 LX5270
 LX5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5270!SPC NY L     -   1.00000393  x   1.00002001  =   1.00002394
 LX5270!SPC CT       -   1.00000393  x   0.99999478  =   0.99999871
 LX5270!UTM  18      -   1.00000393  x   1.00036561  =   1.00036955
 LX5270!UTM  19      -   1.00000393  x   1.00038954  =   1.00039348
 LX5270
 LX5270                          SUPERSEDED SURVEY CONTROL
 LX5270
 LX5270  NAD 83(1996)-  41 15 23.23699(N)    072 01 23.08409(W) AD(       ) 2
 LX5270  NAD 83(1992)-  41 15 23.23570(N)    072 01 23.08336(W) AD(       ) 2
 LX5270  NAD 83(1986)-  41 15 23.23703(N)    072 01 23.08854(W) AD(       ) 2
 LX5270  NAD 27      -  41 15 22.88000(N)    072 01 24.82400(W) AD(       ) 2
 LX5270
 LX5270.Superseded values are not recommended for survey control.
 LX5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5270.See file dsdata.txt to determine how the superseded data were derived.
 LX5270
 LX5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4940671501(NAD 83)
 LX5270_MARKER: Z = SEE DESCRIPTION
 LX5270_SETTING: 0 = UNSPECIFIED SETTING
 LX5270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5270
 LX5270  HISTORY     - Date     Condition        Report By
 LX5270  HISTORY     - 1940     MONUMENTED       CGS
 LX5270  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5270
 LX5270                          STATION DESCRIPTION
 LX5270
 LX5270'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5270'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5270'WRIGHT, ON FISHERS ISLAND, ON AN EARTH MOUND BETWEEN TWO DEEP
 LX5270'PITS.  STATION IS MARKED BY A PUNCH HOLE IN A SQUARE RIVET THAT
 LX5270'IS SET IN CEMENT IN A 3-IN. PIPE PROJECTING ABOUT 4 IN. ABOVE
 LX5270'GROUND.  IT WAS LOCATED BY TRAVERSE FROM STATION CLINTON.
 LX5270'
 LX5270'THIS IS A TRAVERSE STATION.
 LX5270
 LX5270                          STATION RECOVERY (1954)
 LX5270
 LX5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5270'IT IS BELIEVED THAT THE EARTH MOUND BETWEEN THE TWO PITS WAS
 LX5270'FOUND, BUT STATION COULD NOT BE RECOVERED.  MOUND IS COVERED
 LX5270'WITH LOW BRUSH AND HAS CAVED IN IN PLACES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5636 ***********************************************************************
 LX5636  DESIGNATION -  DP ELDRIDGE
 LX5636  PID         -  LX5636
 LX5636  STATE/COUNTY-  NY/SUFFOLK
 LX5636  USGS QUAD   -  PLUM ISLAND (1954)
 LX5636
 LX5636                         *CURRENT SURVEY CONTROL
 LX5636  ___________________________________________________________________
 LX5636* NAD 83(1996)-  41 10 10.15348(N)    072 11 44.19310(W)     ADJUSTED  
 LX5636* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5636  ___________________________________________________________________
 LX5636  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX5636  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LX5636
 LX5636  HORZ ORDER  -  SECOND
 LX5636
 LX5636.The horizontal coordinates were established by classical geodetic methods
 LX5636.and adjusted by the National Geodetic Survey in January 1999..
 LX5636
 LX5636.The orthometric height was scaled from a topographic map.
 LX5636
 LX5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5636
 LX5636.The geoid height was determined by GEOID03.
 LX5636
 LX5636;                    North         East     Units Scale Factor Converg.
 LX5636;SPC NY L     -   112,921.628   451,414.070   MT  1.00001040   +1 10 48.8
 LX5636;SPC NY L     -   370,477.04  1,481,014.33   sFT  1.00001040   +1 10 48.8
 LX5636;SPC CT       -   189,881.768   351,324.525   MT  1.00000322   +0 22 03.3
 LX5636;SPC CT       -   622,970.43  1,152,637.21   sFT  1.00000322   +0 22 03.3
 LX5636;UTM  18      - 4,561,363.754   735,261.055   MT  1.00028123   +1 50 49.0
 LX5636
 LX5636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5636!SPC NY L     -   1.00000443  x   1.00001040  =   1.00001483
 LX5636!SPC CT       -   1.00000443  x   1.00000322  =   1.00000765
 LX5636!UTM  18      -   1.00000443  x   1.00028123  =   1.00028566
 LX5636
 LX5636:                Primary Azimuth Mark                     Grid Az
 LX5636:SPC NY L     -  PINE POINT                               206 50 02.1
 LX5636:SPC CT       -  PINE POINT                               207 38 47.6
 LX5636:UTM  18      -  PINE POINT                               206 10 01.9
 LX5636
 LX5636|---------------------------------------------------------------------|
 LX5636| PID    Reference Object                     Distance      Geod. Az  |
 LX5636|                                                           dddmmss.s |
 LX5636| LX5637 PINE POINT                          493.582 METERS 2080050.9 |
 LX5636| LX5658 BC ELDRIDGE                          21.032 METERS 35207     |
 LX5636| LX0273 RESERVOIR                           APPROX. 1.4 KM 3581222.4 |
 LX5636|---------------------------------------------------------------------|
 LX5636
 LX5636                          SUPERSEDED SURVEY CONTROL
 LX5636
 LX5636  NAD 83(1996)-  41 10 10.15352(N)    072 11 44.19319(W) AD(       ) 2
 LX5636  NAD 83(1992)-  41 10 10.15207(N)    072 11 44.19219(W) AD(       ) 2
 LX5636  NAD 83(1986)-  41 10 10.15370(N)    072 11 44.19782(W) AD(       ) 2
 LX5636  NAD 27      -  41 10 09.79600(N)    072 11 45.91400(W) AD(       ) 2
 LX5636
 LX5636.Superseded values are not recommended for survey control.
 LX5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5636.See file dsdata.txt to determine how the superseded data were derived.
 LX5636
 LX5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3526161364(NAD 83)
 LX5636_MARKER: DS = TRIANGULATION STATION DISK
 LX5636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5636+STABILITY: SURFACE MOTION
 LX5636
 LX5636  HISTORY     - Date     Condition        Report By
 LX5636  HISTORY     - 1940     MONUMENTED       CGS
 LX5636  HISTORY     - 1943     GOOD             USGS
 LX5636
 LX5636                          STATION DESCRIPTION
 LX5636
 LX5636'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5636'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5636'TERRY, ON PLUM ISLAND, NEAR THE S AND W ENDS OF THE ISLAND.
 LX5636'
 LX5636'THE STATION IS MARKED BY A STANDARD TRIANGULATION-STATION
 LX5636'DISK, STAMPED DP ELDRIDGE 1940 AND SET IN A 10-IN. SQUARE
 LX5636'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE EARTH MOUND.
 LX5636'
 LX5636'A 4-FT. STAND WAS USED.
 LX5636
 LX5636                          STATION RECOVERY (1943)
 LX5636
 LX5636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943 (FN)
 LX5636'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND
 LX5636'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX5636'
 LX5636'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT
 LX5636'TERRY, ON PLUM ISLAND.  IT IS NEAR THE S AND W ENDS OF THE
 LX5636'ISLAND.  THE MARK IS STAMPED DP ELDRIDGE 1940 AND
 LX5636'PROJECTS ABOUT 3 IN.  THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5198 ***********************************************************************
 LX5198  DESIGNATION -  DP HOFFMAN
 LX5198  PID         -  LX5198
 LX5198  STATE/COUNTY-  NY/SUFFOLK
 LX5198  USGS QUAD   -  NEW LONDON (1984)
 LX5198
 LX5198                         *CURRENT SURVEY CONTROL
 LX5198  ___________________________________________________________________
 LX5198* NAD 83(1996)-  41 15 21.51703(N)    072 02 05.92858(W)     ADJUSTED  
 LX5198* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5198  ___________________________________________________________________
 LX5198  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LX5198  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5198
 LX5198  HORZ ORDER  -  SECOND
 LX5198
 LX5198.The horizontal coordinates were established by classical geodetic methods
 LX5198.and adjusted by the National Geodetic Survey in January 1999..
 LX5198
 LX5198.The orthometric height was scaled from a topographic map.
 LX5198
 LX5198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5198
 LX5198.The geoid height was determined by GEOID03.
 LX5198
 LX5198;                    North         East     Units Scale Factor Converg.
 LX5198;SPC NY L     -   122,814.758   464,675.506   MT  1.00001995   +1 17 07.0
 LX5198;SPC NY L     -   402,934.75  1,524,522.89   sFT  1.00001995   +1 17 07.0
 LX5198;SPC CT       -   199,585.833   364,724.598   MT  0.99999482   +0 28 26.8
 LX5198;SPC CT       -   654,807.85  1,196,600.62   sFT  0.99999482   +0 28 26.8
 LX5198;UTM  18      - 4,571,414.066   748,410.121   MT  1.00035951   +1 57 22.3
 LX5198;UTM  19      - 4,571,616.652   245,727.872   MT  1.00039578   -2 00 08.7
 LX5198
 LX5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5198!SPC NY L     -   1.00000440  x   1.00001995  =   1.00002435
 LX5198!SPC CT       -   1.00000440  x   0.99999482  =   0.99999922
 LX5198!UTM  18      -   1.00000440  x   1.00035951  =   1.00036392
 LX5198!UTM  19      -   1.00000440  x   1.00039578  =   1.00040019
 LX5198
 LX5198                          SUPERSEDED SURVEY CONTROL
 LX5198
 LX5198  NAD 83(1996)-  41 15 21.51709(N)    072 02 05.92863(W) AD(       ) 2
 LX5198  NAD 83(1992)-  41 15 21.51585(N)    072 02 05.92791(W) AD(       ) 2
 LX5198  NAD 83(1986)-  41 15 21.51705(N)    072 02 05.93342(W) AD(       ) 2
 LX5198  NAD 27      -  41 15 21.15900(N)    072 02 07.66700(W) AD(       ) 2
 LX5198
 LX5198.Superseded values are not recommended for survey control.
 LX5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5198.See file dsdata.txt to determine how the superseded data were derived.
 LX5198
 LX5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4841071414(NAD 83)
 LX5198
 LX5198  HISTORY     - Date     Condition        Report By
 LX5198  HISTORY     - 1940     MONUMENTED       CGS
 LX5198  HISTORY     - 1954     GOOD             CGS
 LX5198
 LX5198                          STATION DESCRIPTION
 LX5198
 LX5198'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5198'STATION BELIEVED TO BE RECOVERED IN GOOD CONDITION.  IT IS
 LX5198'APPARENTLY THE CENTER OF A CROSS IN A LEAD PLUG SET IN A CONCRETE
 LX5198'SLAB MIDWAY BETWEEN THE CENTERS OF THE TWO GUN MOUNTS OF
 LX5198'BATTERY HOFFMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5275 ***********************************************************************
 LX5275  DESIGNATION -  DP HOPPOCK
 LX5275  PID         -  LX5275
 LX5275  STATE/COUNTY-  NY/SUFFOLK
 LX5275  USGS QUAD   -  NEW LONDON (1984)
 LX5275
 LX5275                         *CURRENT SURVEY CONTROL
 LX5275  ___________________________________________________________________
 LX5275* NAD 83(1996)-  41 15 20.85126(N)    072 01 09.90482(W)     ADJUSTED  
 LX5275* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5275  ___________________________________________________________________
 LX5275  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LX5275  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 LX5275
 LX5275  HORZ ORDER  -  SECOND
 LX5275
 LX5275.This mark is at Elizabeth Field Airport (0B8)
 LX5275
 LX5275.The horizontal coordinates were established by classical geodetic methods
 LX5275.and adjusted by the National Geodetic Survey in January 1999..
 LX5275
 LX5275.The orthometric height was scaled from a topographic map.
 LX5275
 LX5275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5275
 LX5275.The geoid height was determined by GEOID03.
 LX5275
 LX5275;                    North         East     Units Scale Factor Converg.
 LX5275;SPC NY L     -   122,823.595   465,979.911   MT  1.00001993   +1 17 43.7
 LX5275;SPC NY L     -   402,963.74  1,528,802.42   sFT  1.00001993   +1 17 43.7
 LX5275;SPC CT       -   199,576.205   366,028.966   MT  0.99999484   +0 29 03.9
 LX5275;SPC CT       -   654,776.27  1,200,880.03   sFT  0.99999484   +0 29 03.9
 LX5275;UTM  18      - 4,571,438.186   749,714.782   MT  1.00036751   +1 57 59.3
 LX5275;UTM  19      - 4,571,550.645   247,031.122   MT  1.00038764   -1 59 31.6
 LX5275
 LX5275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5275!SPC NY L     -   1.00000472  x   1.00001993  =   1.00002465
 LX5275!SPC CT       -   1.00000472  x   0.99999484  =   0.99999956
 LX5275!UTM  18      -   1.00000472  x   1.00036751  =   1.00037223
 LX5275!UTM  19      -   1.00000472  x   1.00038764  =   1.00039236
 LX5275
 LX5275                          SUPERSEDED SURVEY CONTROL
 LX5275
 LX5275  NAD 83(1996)-  41 15 20.85129(N)    072 01 09.90488(W) AD(       ) 2
 LX5275  NAD 83(1992)-  41 15 20.84998(N)    072 01 09.90416(W) AD(       ) 2
 LX5275  NAD 83(1986)-  41 15 20.85125(N)    072 01 09.90967(W) AD(       ) 2
 LX5275  NAD 27      -  41 15 20.49400(N)    072 01 11.64600(W) AD(       ) 2
 LX5275
 LX5275.Superseded values are not recommended for survey control.
 LX5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5275.See file dsdata.txt to determine how the superseded data were derived.
 LX5275
 LX5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4971571438(NAD 83)
 LX5275_MARKER: DS = TRIANGULATION STATION DISK
 LX5275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5275+STABILITY: SURFACE MOTION
 LX5275
 LX5275  HISTORY     - Date     Condition        Report By
 LX5275  HISTORY     - 1940     MONUMENTED       CGS
 LX5275  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5275
 LX5275                          STATION DESCRIPTION
 LX5275
 LX5275'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5275'STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5275'WRIGHT, ON FISHERS ISLAND, NEAR THE E END OF THE RESERVATION,
 LX5275'ON AN EARTH MOUND.  IT IS A STANDARD STATION DISK, STAMPED
 LX5275'DP HOPPOCK 1940 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE
 LX5275'POST FLUSH WITH THE SURFACE. IT WAS LOCATED BY TRAVERSE FROM
 LX5275'STATION CLINTON.
 LX5275'
 LX5275'THIS IS A TRAVERSE STATION.
 LX5275
 LX5275                          STATION RECOVERY (1954)
 LX5275
 LX5275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5275'STATION WAS NOT FOUND.  DESCRIPTION IS INADEQUATE FOR
 LX5275'RECOVERY.  HOWEVER, IN ACCORDANCE WITH THE PRACTICE FOUND AT
 LX5275'THE OTHER STATIONS USING THE PREVIX DP, THE AREA MIDWAY
 LX5275'BETWEEEN THE CENTERS OF THE TWO MOUNTS OF BATTERY HOPPOCK
 LX5275'WAS EXAMINED WITHOUT RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5555 ***********************************************************************
 LX5555  DESIGNATION -  DP PALMER
 LX5555  PID         -  LX5555
 LX5555  STATE/COUNTY-  NY/SUFFOLK
 LX5555  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX5555
 LX5555                         *CURRENT SURVEY CONTROL
 LX5555  ___________________________________________________________________
 LX5555* NAD 83(1996)-  41 12 07.45373(N)    072 07 06.47350(W)     ADJUSTED  
 LX5555* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5555  ___________________________________________________________________
 LX5555  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 LX5555  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 LX5555
 LX5555  HORZ ORDER  -  SECOND
 LX5555
 LX5555.The horizontal coordinates were established by classical geodetic methods
 LX5555.and adjusted by the National Geodetic Survey in January 1999..
 LX5555
 LX5555.The orthometric height was scaled from a topographic map.
 LX5555
 LX5555.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5555
 LX5555.The geoid height was determined by GEOID03.
 LX5555
 LX5555;                    North         East     Units Scale Factor Converg.
 LX5555;SPC NY L     -   116,675.664   457,808.881   MT  1.00001373   +1 13 50.4
 LX5555;SPC NY L     -   382,793.41  1,501,994.64   sFT  1.00001373   +1 13 50.4
 LX5555;SPC CT       -   193,544.732   357,771.845   MT  0.99999979   +0 25 07.5
 LX5555;SPC CT       -   634,988.01  1,173,789.79   sFT  0.99999979   +0 25 07.5
 LX5555;UTM  18      - 4,565,193.139   741,613.524   MT  1.00031852   +1 53 56.5
 LX5555
 LX5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5555!SPC NY L     -   1.00000363  x   1.00001373  =   1.00001736
 LX5555!SPC CT       -   1.00000363  x   0.99999979  =   1.00000342
 LX5555!UTM  18      -   1.00000363  x   1.00031852  =   1.00032216
 LX5555
 LX5555|---------------------------------------------------------------------|
 LX5555| PID    Reference Object                     Distance      Geod. Az  |
 LX5555|                                                           dddmmss.s |
 LX5555| LX5565 B 1 DAVIS                           263.189 METERS 04901     |
 LX5555| LX5566 AA GUN NO 3                          45.910 METERS 20029     |
 LX5555| LX5553 MAITLAND                             76.489 METERS 22625     |
 LX5555| LX5551 GREAT GULL ISLAND FLAGPOLE          169.361 METERS 24450     |
 LX5555| LX0277 STONEMAN                            APPROX. 4.2 KM 2483432.9 |
 LX5555| LX5628 FT TERRY FLAGPOLE                   APPROX. 6.5 KM 2502917.6 |
 LX5555| LX5554 CRF B 1 PLUS BC PALMER               22.399 METERS 26658     |
 LX5555| LX5582 AA GUN NO 2 OFFSET                   51.553 METERS 34708     |
 LX5555|---------------------------------------------------------------------|
 LX5555
 LX5555                          SUPERSEDED SURVEY CONTROL
 LX5555
 LX5555  NAD 83(1996)-  41 12 07.45377(N)    072 07 06.47359(W) AD(       ) 2
 LX5555  NAD 83(1992)-  41 12 07.45237(N)    072 07 06.47254(W) AD(       ) 2
 LX5555  NAD 83(1986)-  41 12 07.45397(N)    072 07 06.47836(W) AD(       ) 2
 LX5555  NAD 27      -  41 12 07.09900(N)    072 07 08.20000(W) AD(       ) 2
 LX5555
 LX5555.Superseded values are not recommended for survey control.
 LX5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5555.See file dsdata.txt to determine how the superseded data were derived.
 LX5555
 LX5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4161465193(NAD 83)
 LX5555_MARKER: DS = TRIANGULATION STATION DISK
 LX5555_SETTING: 0 = UNSPECIFIED SETTING
 LX5555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5555
 LX5555  HISTORY     - Date     Condition        Report By
 LX5555  HISTORY     - 1940     MONUMENTED       CGS
 LX5555  HISTORY     - 1943     GOOD             CGS
 LX5555  HISTORY     - 1962     GOOD             CGS
 LX5555  HISTORY     - 20001231 GOOD             NGS
 LX5555
 LX5555                          STATION DESCRIPTION
 LX5555
 LX5555'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5555'THE STATION IS LOCATED NEAR THE SE CORNER OF GREAT GULL ISLAND,
 LX5555'WHICH IS THE GOVERNMENT RESERVATION OF FORT MICHIE.
 LX5555'
 LX5555'THE STATION IS MARKED BY A STANDARD TRIANGULATION-STATION DISK,
 LX5555'STAMPED DP PALMER 1940 AND SET IN A DRILL HOLE FLUSH WITH THE
 LX5555'SURFACE OF THE CONCRETE CASEMENT.
 LX5555'
 LX5555'A 4-FT. STAND WAS USED.
 LX5555
 LX5555                          STATION RECOVERY (1943)
 LX5555
 LX5555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5555'STATION WAS RECOVERED AS DESCRIBED, AND THE MARK WAS FOUND IN
 LX5555'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LX5555'
 LX5555'THE STATION IS LOCATED ON THE MILITARY RESERVATION OF FORT MICHIE,
 LX5555'ON GREAT GULL ISLAND.  IT IS MARKED BY A STANDARD DISK, STAMPED
 LX5555'DP PALMER 1940 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE.
 LX5555
 LX5555                          STATION RECOVERY (1962)
 LX5555
 LX5555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 LX5555'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 LX5555'FOLLOWS--
 LX5555'
 LX5555'THE STATION IS LOCATED ON GREAT GULL ISLAND OWNED BY THE
 LX5555'AMERICAN MUSEUM OF NATURAL HISTORY IN THE WEST END OF BLOCK
 LX5555'ISLAND SOUND.  IT IS A STANDARD DISK STAMPED DP PALMER 1940 SET
 LX5555'IN A CONCRETE SQUARE ON THE NE END OF THE ISLAND.  IT IS IN A
 LX5555'CIRCLE FORMED BY 4 HATCH COVERS, 19.7 FEET FROM THE MOST NORTHERN
 LX5555'HATCH COVER AND 16 FEET FROM THE MOST SOUTHERN ONE.  IT IS
 LX5555'APPROXIMATELY 500 FEET SE OF THE MOST NE ONE OF THE TWO DOCKS
 LX5555'ON THE NW SIDE OF THE ISLAND.
 LX5555
 LX5555                          STATION RECOVERY (2000)
 LX5555
 LX5555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 LX5555'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5638 ***********************************************************************
 LX5638  DESIGNATION -  DP STEELE
 LX5638  PID         -  LX5638
 LX5638  STATE/COUNTY-  NY/SUFFOLK
 LX5638  USGS QUAD   -  PLUM ISLAND (1954)
 LX5638
 LX5638                         *CURRENT SURVEY CONTROL
 LX5638  ___________________________________________________________________
 LX5638* NAD 83(1996)-  41 11 07.11154(N)    072 10 51.33676(W)     ADJUSTED  
 LX5638* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 LX5638  ___________________________________________________________________
 LX5638  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LX5638  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5638
 LX5638  HORZ ORDER  -  SECOND
 LX5638
 LX5638.The horizontal coordinates were established by classical geodetic methods
 LX5638.and adjusted by the National Geodetic Survey in January 1999..
 LX5638
 LX5638.The orthometric height was scaled from a topographic map.
 LX5638
 LX5638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5638
 LX5638.The geoid height was determined by GEOID03.
 LX5638
 LX5638;                    North         East     Units Scale Factor Converg.
 LX5638;SPC NY L     -   114,703.865   452,609.462   MT  1.00001198   +1 11 23.4
 LX5638;SPC NY L     -   376,324.26  1,484,936.21   sFT  1.00001198   +1 11 23.4
 LX5638;SPC CT       -   191,646.857   352,545.061   MT  1.00000152   +0 22 38.4
 LX5638;SPC CT       -   628,761.40  1,156,641.59   sFT  1.00000152   +0 22 38.4
 LX5638;UTM  18      - 4,563,160.278   736,435.938   MT  1.00028805   +1 51 25.9
 LX5638
 LX5638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5638!SPC NY L     -   1.00000113  x   1.00001198  =   1.00001311
 LX5638!SPC CT       -   1.00000113  x   1.00000152  =   1.00000265
 LX5638!UTM  18      -   1.00000113  x   1.00028805  =   1.00028918
 LX5638
 LX5638                          SUPERSEDED SURVEY CONTROL
 LX5638
 LX5638  NAD 83(1996)-  41 11 07.11158(N)    072 10 51.33685(W) AD(       ) 2
 LX5638  NAD 83(1992)-  41 11 07.11015(N)    072 10 51.33583(W) AD(       ) 2
 LX5638  NAD 83(1986)-  41 11 07.11177(N)    072 10 51.34150(W) AD(       ) 2
 LX5638  NAD 27      -  41 11 06.75400(N)    072 10 53.05800(W) AD(       ) 2
 LX5638
 LX5638.Superseded values are not recommended for survey control.
 LX5638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5638.See file dsdata.txt to determine how the superseded data were derived.
 LX5638
 LX5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3643663160(NAD 83)
 LX5638_MARKER: DS = TRIANGULATION STATION DISK
 LX5638_SETTING: 0 = UNSPECIFIED SETTING
 LX5638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5638
 LX5638  HISTORY     - Date     Condition        Report By
 LX5638  HISTORY     - 1940     MONUMENTED       CGS
 LX5638
 LX5638                          STATION DESCRIPTION
 LX5638
 LX5638'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5638'THIS IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 LX5638'ABOUT 2 FT. LONG, THE TOP BEING FLUSH WITH THE SURFACE OF THE
 LX5638'GROUND.  THE DISK IS STAMPED DP STEELE 1940.  IT IS AT BATTERY
 LX5638'STEELE.  IT IS 82.3506 M., HORIZONTAL DISTANCE, N-NW OF
 LX5638'TRIANGULATION STATION STEELE ON PLUM ISLAND, AT FORT TERRY.
 LX5638'
 LX5638'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5633 ***********************************************************************
 LX5633  DESIGNATION -  DP STONEMAN
 LX5633  PID         -  LX5633
 LX5633  STATE/COUNTY-  NY/SUFFOLK
 LX5633  USGS QUAD   -  PLUM ISLAND (1954)
 LX5633
 LX5633                         *CURRENT SURVEY CONTROL
 LX5633  ___________________________________________________________________
 LX5633* NAD 83(1996)-  41 11 20.50260(N)    072 09 52.90325(W)     ADJUSTED  
 LX5633* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX5633  ___________________________________________________________________
 LX5633  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX5633  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5633
 LX5633  HORZ ORDER  -  SECOND
 LX5633
 LX5633.The horizontal coordinates were established by classical geodetic methods
 LX5633.and adjusted by the National Geodetic Survey in January 1999..
 LX5633
 LX5633.The orthometric height was scaled from a topographic map.
 LX5633
 LX5633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5633
 LX5633.The geoid height was determined by GEOID03.
 LX5633
 LX5633;                    North         East     Units Scale Factor Converg.
 LX5633;SPC NY L     -   115,145.289   453,962.338   MT  1.00001236   +1 12 01.6
 LX5633;SPC NY L     -   377,772.50  1,489,374.77   sFT  1.00001236   +1 12 01.6
 LX5633;SPC CT       -   192,069.050   353,904.046   MT  1.00000113   +0 23 17.1
 LX5633;SPC CT       -   630,146.54  1,161,100.19   sFT  1.00000113   +0 23 17.1
 LX5633;UTM  18      - 4,563,617.560   737,783.957   MT  1.00029592   +1 52 05.0
 LX5633
 LX5633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5633!SPC NY L     -   1.00000175  x   1.00001236  =   1.00001411
 LX5633!SPC CT       -   1.00000175  x   1.00000113  =   1.00000288
 LX5633!UTM  18      -   1.00000175  x   1.00029592  =   1.00029767
 LX5633
 LX5633                          SUPERSEDED SURVEY CONTROL
 LX5633
 LX5633  NAD 83(1996)-  41 11 20.50264(N)    072 09 52.90334(W) AD(       ) 2
 LX5633  NAD 83(1992)-  41 11 20.50121(N)    072 09 52.90233(W) AD(       ) 2
 LX5633  NAD 83(1986)-  41 11 20.50284(N)    072 09 52.90805(W) AD(       ) 2
 LX5633  NAD 27      -  41 11 20.14600(N)    072 09 54.62800(W) AD(       ) 2
 LX5633
 LX5633.Superseded values are not recommended for survey control.
 LX5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5633.See file dsdata.txt to determine how the superseded data were derived.
 LX5633
 LX5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3778463618(NAD 83)
 LX5633_MARKER: Z = SEE DESCRIPTION
 LX5633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5633+STABILITY: SURFACE MOTION
 LX5633
 LX5633  HISTORY     - Date     Condition        Report By
 LX5633  HISTORY     - 1940     MONUMENTED       CGS
 LX5633
 LX5633                          STATION DESCRIPTION
 LX5633
 LX5633'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5633'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5633'TERRY, ON PLUM ISLAND, NEAR THE E END OF THE ISLAND, ON THE
 LX5633'EARTH MOUND BETWEEN THE TWO DEEP PITS OF BATTERY STONEMAN.
 LX5633'
 LX5633'THE STATION IS MARKED BY A 1-IN. IN DIAMETER LEAD PLUG, SET
 LX5633'IN A DRILL HOLE IN A 10-IN. SQUARE CONCRETE POST SET FLUSH WITH
 LX5633'THE GROUND.
 LX5633'
 LX5633'LOCATED BY TRAVERSE FROM STATION STONEMAN.
 LX5633'
 LX5633'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5630 ***********************************************************************
 LX5630  DESIGNATION -  DP STONEMAN OFFSET
 LX5630  PID         -  LX5630
 LX5630  STATE/COUNTY-  NY/SUFFOLK
 LX5630  USGS QUAD   -  PLUM ISLAND (1954)
 LX5630
 LX5630                         *CURRENT SURVEY CONTROL
 LX5630  ___________________________________________________________________
 LX5630* NAD 83(1996)-  41 11 19.97891(N)    072 09 52.06051(W)     ADJUSTED  
 LX5630* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 LX5630  ___________________________________________________________________
 LX5630  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 LX5630  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LX5630
 LX5630  HORZ ORDER  -  SECOND
 LX5630
 LX5630.The horizontal coordinates were established by classical geodetic methods
 LX5630.and adjusted by the National Geodetic Survey in January 1999..
 LX5630
 LX5630.The orthometric height was scaled from a topographic map.
 LX5630
 LX5630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5630
 LX5630.The geoid height was determined by GEOID03.
 LX5630
 LX5630;                    North         East     Units Scale Factor Converg.
 LX5630;SPC NY L     -   115,129.548   453,982.312   MT  1.00001235   +1 12 02.1
 LX5630;SPC NY L     -   377,720.86  1,489,440.30   sFT  1.00001235   +1 12 02.1
 LX5630;SPC CT       -   192,053.028   353,923.794   MT  1.00000114   +0 23 17.7
 LX5630;SPC CT       -   630,093.98  1,161,164.98   sFT  1.00000114   +0 23 17.7
 LX5630;UTM  18      - 4,563,602.049   737,804.119   MT  1.00029604   +1 52 05.5
 LX5630
 LX5630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5630!SPC NY L     -   1.00000175  x   1.00001235  =   1.00001410
 LX5630!SPC CT       -   1.00000175  x   1.00000114  =   1.00000289
 LX5630!UTM  18      -   1.00000175  x   1.00029604  =   1.00029779
 LX5630
 LX5630                          SUPERSEDED SURVEY CONTROL
 LX5630
 LX5630  NAD 83(1996)-  41 11 19.97895(N)    072 09 52.06060(W) AD(       ) 2
 LX5630  NAD 83(1992)-  41 11 19.97753(N)    072 09 52.05959(W) AD(       ) 2
 LX5630  NAD 83(1986)-  41 11 19.97915(N)    072 09 52.06532(W) AD(       ) 2
 LX5630  NAD 27      -  41 11 19.62200(N)    072 09 53.78500(W) AD(       ) 2
 LX5630
 LX5630.Superseded values are not recommended for survey control.
 LX5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5630.See file dsdata.txt to determine how the superseded data were derived.
 LX5630
 LX5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3780463602(NAD 83)
 LX5630_MARKER: Z = SEE DESCRIPTION
 LX5630_SETTING: 0 = UNSPECIFIED SETTING
 LX5630
 LX5630  HISTORY     - Date     Condition        Report By
 LX5630  HISTORY     - 1940     MONUMENTED       CGS
 LX5630
 LX5630                          STATION DESCRIPTION
 LX5630
 LX5630'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LX5630'THE STATION IS LOCATED ON THE GOVERNMENT RESERVATION OF FORT
 LX5630'TERRY, ON PLUM ISLAND, NEAR THE E END OF THE ISLAND, ON THE
 LX5630'EARTH MOUND BETWEEN THE TWO DEEP PITS OF BATTERY STONEMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0006 ***********************************************************************
 PJ0006  DESIGNATION -  DPW
 PJ0006  PID         -  PJ0006
 PJ0006  STATE/COUNTY-  NY/JEFFERSON
 PJ0006  USGS QUAD   -  DEXTER (1982)
 PJ0006
 PJ0006                         *CURRENT SURVEY CONTROL
 PJ0006  ___________________________________________________________________
 PJ0006* NAD 83(1986)-  44 02 04.     (N)    076 03 48.     (W)     SCALED    
 PJ0006* NAVD 88     -        96.672  (meters)     317.16   (feet)  ADJUSTED  
 PJ0006  ___________________________________________________________________
 PJ0006  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 PJ0006  DYNAMIC HT  -          96.658 (meters)     317.12  (feet)  COMP
 PJ0006  MODELED GRAV-     980,465.6   (mgal)                       NAVD 88
 PJ0006
 PJ0006  VERT ORDER  -  FIRST     CLASS II
 PJ0006
 PJ0006.The horizontal coordinates were scaled from a topographic map and have
 PJ0006.an estimated accuracy of +/- 6 seconds.
 PJ0006
 PJ0006.The orthometric height was determined by differential leveling
 PJ0006.and adjusted by the National Geodetic Survey in June 1991..
 PJ0006
 PJ0006.The geoid height was determined by GEOID03.
 PJ0006
 PJ0006.The dynamic height is computed by dividing the NAVD 88
 PJ0006.geopotential number by the normal gravity value computed on the
 PJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0006.degrees latitude (g = 980.6199 gals.).
 PJ0006
 PJ0006.The modeled gravity was interpolated from observed gravity values.
 PJ0006
 PJ0006;                    North         East    Units  Estimated Accuracy
 PJ0006;SPC NY C     -   448,220.      291,680.      MT  (+/- 180 meters Scaled)
 PJ0006
 PJ0006                          SUPERSEDED SURVEY CONTROL
 PJ0006
 PJ0006  NGVD 29 (??/??/92)   96.81   (m)          317.6    (f) COMPUTED    1 2
 PJ0006
 PJ0006.Superseded values are not recommended for survey control.
 PJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0006.See file dsdata.txt to determine how the superseded data were derived.
 PJ0006
 PJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP147762(NAD 83)
 PJ0006_MARKER: DB = BENCH MARK DISK
 PJ0006_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PJ0006+WITH SETTING: INTO GROUND
 PJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0006+STABILITY: SURFACE MOTION
 PJ0006
 PJ0006  HISTORY     - Date     Condition        Report By
 PJ0006  HISTORY     - UNK      MONUMENTED       CGS
 PJ0006  HISTORY     - 1967     GOOD             NGS
 PJ0006  HISTORY     - 19920727 MARK NOT FOUND   USPSQD
 PJ0006  HISTORY     - 19990729 MARK NOT FOUND   USPSQD
 PJ0006
 PJ0006                          STATION DESCRIPTION
 PJ0006
 PJ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PJ0006'0.9 MI NW FROM LIMERICK.
 PJ0006'DPW IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 0.9 MILE NORTHWEST ALONG
 PJ0006'HIGHWAY NO. 12E FROM THE INTERSECTION OF HIGHWAYS 12E AND 180 IN
 PJ0006'LIMERICK, 54 FEET NORTHWEST OF CENTERLINE OF SMITH ROAD EXTENDED, 23
 PJ0006'FEET SOUTHWEST OF CENTERLINE OF HIGHWAY NO. 12E, 10.2 FEET SOUTHEAST
 PJ0006'OF MOST NORTHERLY AND 10.2 FEET NORTHWEST OF MOST SOUTHERLY GUARD
 PJ0006'POST, 0.9 FOOT SOUTHWEST OF A GUARD POST, 0.9 FEET NORTHEAST OF
 PJ0006'A STEEL PILING SUPPORTING A DPW PLAQUE, 1 FOOT BELOW THE GROUND
 PJ0006'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 PJ0006'COPPERCOATED STEEL ROD, 13 FEET LONG.
 PJ0006
 PJ0006                          STATION RECOVERY (1992)
 PJ0006
 PJ0006'RECOVERY NOTE BY US POWER SQUADRON 1992 (RHS)
 PJ0006'MARK NOT FOUND.
 PJ0006
 PJ0006                          STATION RECOVERY (1999)
 PJ0006
 PJ0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4453 ***********************************************************************
 LX4453  DESIGNATION -  DRAGOTTA
 LX4453  PID         -  LX4453
 LX4453  STATE/COUNTY-  NY/ULSTER
 LX4453  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4453
 LX4453                         *CURRENT SURVEY CONTROL
 LX4453  ___________________________________________________________________
 LX4453* NAD 83(1996)-  41 35 48.55804(N)    073 58 41.91327(W)     ADJUSTED  
 LX4453* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 LX4453  ___________________________________________________________________
 LX4453  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LX4453  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LX4453
 LX4453  HORZ ORDER  -  SECOND
 LX4453
 LX4453.The horizontal coordinates were established by classical geodetic methods
 LX4453.and adjusted by the National Geodetic Survey in January 1999..
 LX4453
 LX4453.The orthometric height was scaled from a topographic map.
 LX4453
 LX4453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4453
 LX4453.The geoid height was determined by GEOID03.
 LX4453
 LX4453;                    North         East     Units Scale Factor Converg.
 LX4453;SPC NY E     -   306,955.208   193,489.962   MT  0.99992327   +0 20 46.9
 LX4453;SPC NY E     - 1,007,068.88    634,808.32   sFT  0.99992327   +0 20 46.9
 LX4453;UTM  18      - 4,605,517.398   585,146.555   MT  0.99968922   +0 40 42.0
 LX4453
 LX4453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4453!SPC NY E     -   0.99998619  x   0.99992327  =   0.99990946
 LX4453!UTM  18      -   0.99998619  x   0.99968922  =   0.99967541
 LX4453
 LX4453:                Primary Azimuth Mark                     Grid Az
 LX4453:SPC NY E     -  QUIMBY RESET                             008 26 06.9
 LX4453:UTM  18      -  QUIMBY RESET                             008 06 11.8
 LX4453
 LX4453|---------------------------------------------------------------------|
 LX4453| PID    Reference Object                     Distance      Geod. Az  |
 LX4453|                                                           dddmmss.s |
 LX4453| LX4523 QUIMBY RESET                        APPROX. 3.3 KM 0084653.8 |
 LX4453| LX4459 N OF MARLBORO HILLSIDE FLAG         APPROX. 3.0 KM 0242305.3 |
 LX4453| LX4455 MARLBORO FLAGPOLE                   APPROX. 1.1 KM 0271230.4 |
 LX4453| LX4474 HOWLAND NYCR CO STACK               APPROX. 3.2 KM 0625813.4 |
 LX4453| LX4438 WAPPINGER FALLS TANK                APPROX. 4.7 KM 0860345.8 |
 LX4453| CB4025 DRAGOTTA RM 1                        19.985 METERS 08819     |
 LX4453| LX4440 WAPPINGER FALLS FIRST ME CH         APPROX. 5.2 KM 0894424.1 |
 LX4453| CB4026 DRAGOTTA RM 2                        20.295 METERS 27117     |
 LX4453|---------------------------------------------------------------------|
 LX4453
 LX4453                          SUPERSEDED SURVEY CONTROL
 LX4453
 LX4453  NAD 83(1986)-  41 35 48.55986(N)    073 58 41.91519(W) AD(       ) 2
 LX4453  NAD 27      -  41 35 48.22800(N)    073 58 43.41100(W) AD(       ) 2
 LX4453
 LX4453.Superseded values are not recommended for survey control.
 LX4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4453.See file dsdata.txt to determine how the superseded data were derived.
 LX4453
 LX4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8514705517(NAD 83)
 LX4453_MARKER: Z = SEE DESCRIPTION
 LX4453_SETTING: 0 = UNSPECIFIED SETTING
 LX4453
 LX4453  HISTORY     - Date     Condition        Report By
 LX4453  HISTORY     - 1933     MONUMENTED       CGS
 LX4453
 LX4453                          STATION DESCRIPTION
 LX4453
 LX4453'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4453'THIS STATION IS LOCATED ON THE W SIDE OF THE HUDSON RIVER ABOUT
 LX4453'1/2 MILE SW OF TOWN OF MARLBOROUGH ON PINE TREE FARM NOW
 LX4453'BELONGING TO MR. DRAGOTTA.  GO W FROM MAIN STREET IN MARLBOROUGH
 LX4453'TO TOP OF RIDGE JUST W OF TOWN.  TURN S FOLLOW ROAD TO SHARP
 LX4453'TURN W.  MR. DRAGOTTA LIVES IN THE FOURTH HOUSE W OF THE TURN
 LX4453'AND ON THE S SIDE OF THE ROAD.  AT DRAGOTTAS HOUSE TURN S
 LX4453'THROUGH ORCHARD TO FIRST ROAD RUNNING E TURN E THENCE
 LX4453'APPROXIMATELY 100 METERS TO ROAD RUNNING S THENCE APPROXIMATELY
 LX4453'200 METERS TO ROAD RUNNING E.  THE STATION IS 20 METERS E
 LX4453'OF THIS INTERSECTION.
 LX4453'
 LX4453'THE STATION IS MARKED WITH A STANDARD DISK SET IN A CONCRETE
 LX4453'POST.  THE SUB-SURFACE MARK IS A ROCK WITH A CROSS (X) CHIPPED IN
 LX4453'IT.
 LX4453'
 LX4453'TWO REFERENCE MARKS, STANDARD DISKS SET IN CONCRETE POSTS, WERE
 LX4453'SET.
 LX4453'
 LX4453'REFERENCE MARK NO.1 IS 19.985 METERS E OF THE STATION.  SEE SKETCH
 LX4453'BELOW FOR DETAILS OF LOCATION.
 LX4453'
 LX4453'REFERENCE MARK NO.2 IS 20.295 METERS W OF THE STATION.
 LX4453'
 LX4453'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0611 ***********************************************************************
 PH0611  DESIGNATION -  DRAIN
 PH0611  PID         -  PH0611
 PH0611  STATE/COUNTY-  NY/ST LAWRENCE
 PH0611  USGS QUAD   -  CORNWALL WEST (1964)
 PH0611
 PH0611                         *CURRENT SURVEY CONTROL
 PH0611  ___________________________________________________________________
 PH0611* NAD 83(1986)-  45 00 17.     (N)    074 50 09.     (W)     SCALED    
 PH0611* NAVD 88     -        67.571  (meters)     221.69   (feet)  ADJUSTED  
 PH0611  ___________________________________________________________________
 PH0611  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 PH0611  DYNAMIC HT  -          67.570 (meters)     221.69  (feet)  COMP
 PH0611  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 PH0611
 PH0611  VERT ORDER  -  FIRST     CLASS 0
 PH0611
 PH0611.The horizontal coordinates were scaled from a topographic map and have
 PH0611.an estimated accuracy of +/- 6 seconds.
 PH0611
 PH0611.The orthometric height was determined by differential leveling
 PH0611.and adjusted by the National Geodetic Survey in June 1991..
 PH0611
 PH0611.The geoid height was determined by GEOID03.
 PH0611
 PH0611.The dynamic height is computed by dividing the NAVD 88
 PH0611.geopotential number by the normal gravity value computed on the
 PH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0611.degrees latitude (g = 980.6199 gals.).
 PH0611
 PH0611.The modeled gravity was interpolated from observed gravity values.
 PH0611
 PH0611;                    North         East    Units  Estimated Accuracy
 PH0611;SPC NY E     -   685,450.      123,530.      MT  (+/- 180 meters Scaled)
 PH0611
 PH0611                          SUPERSEDED SURVEY CONTROL
 PH0611
 PH0611  NGVD 29 (??/??/92)   67.69   (m)          222.1    (f) COMPUTED    1 0
 PH0611
 PH0611.Superseded values are not recommended for survey control.
 PH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0611.See file dsdata.txt to determine how the superseded data were derived.
 PH0611
 PH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ129834(NAD 83)
 PH0611_MARKER: Z = SEE DESCRIPTION
 PH0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0611_SP_SET: CULVERT
 PH0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0611
 PH0611  HISTORY     - Date     Condition        Report By
 PH0611  HISTORY     - UNK      MONUMENTED       USLS
 PH0611  HISTORY     - 1969     GOOD             USLS
 PH0611
 PH0611                          STATION DESCRIPTION
 PH0611
 PH0611'DESCRIBED BY US LAKE SURVEY 1969
 PH0611'1.9 MI SW FROM BARNHART ISLAND.
 PH0611'IS IN ST. LAWRENCE COUNTY, NEW YORK, 1.9 MILES SOUTH AND WEST ALONG
 PH0611'BLACK-TOP ROAD FROM BARNHART ISLAND END OF THE POWER DAM, ON SOUTH
 PH0611'HEADWALL OF CULVERT UNDER THE ROAD, AT SOUTHEAST CORNER OF THE
 PH0611'HEADWALL, BEING HIGHEST POINT IN A SQUARE CUT IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0021 ***********************************************************************
 OG0021  DESIGNATION -  DRAIN
 OG0021  PID         -  OG0021
 OG0021  STATE/COUNTY-  NY/ORLEANS
 OG0021  USGS QUAD   -  
 OG0021
 OG0021                         *CURRENT SURVEY CONTROL
 OG0021  ___________________________________________________________________
 OG0021* NAD 83(1986)-  43 22 22.     (N)    078 24 29.     (W)     SCALED    
 OG0021* NAVD 88     -        80.994  (meters)     265.73   (feet)  ADJUSTED  
 OG0021  ___________________________________________________________________
 OG0021  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 OG0021  DYNAMIC HT  -          80.977 (meters)     265.67  (feet)  COMP
 OG0021  MODELED GRAV-     980,412.3   (mgal)                       NAVD 88
 OG0021
 OG0021  VERT ORDER  -  FIRST     CLASS II
 OG0021
 OG0021.The horizontal coordinates were scaled from a topographic map and have
 OG0021.an estimated accuracy of +/- 6 seconds.
 OG0021
 OG0021.The orthometric height was determined by differential leveling
 OG0021.and adjusted by the National Geodetic Survey in June 1991..
 OG0021
 OG0021.The geoid height was determined by GEOID03.
 OG0021
 OG0021.The dynamic height is computed by dividing the NAVD 88
 OG0021.geopotential number by the normal gravity value computed on the
 OG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0021.degrees latitude (g = 980.6199 gals.).
 OG0021
 OG0021.The modeled gravity was interpolated from observed gravity values.
 OG0021
 OG0021;                    North         East    Units  Estimated Accuracy
 OG0021;SPC NY W     -   374,600.      364,210.      MT  (+/- 180 meters Scaled)
 OG0021
 OG0021                          SUPERSEDED SURVEY CONTROL
 OG0021
 OG0021  NGVD 29 (??/??/92)   81.176  (m)          266.32   (f) ADJ UNCH    1 2
 OG0021
 OG0021.Superseded values are not recommended for survey control.
 OG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0021.See file dsdata.txt to determine how the superseded data were derived.
 OG0021
 OG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ099054(NAD 83)
 OG0021_MARKER: DB = BENCH MARK DISK
 OG0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0021_SP_SET: CULVERT
 OG0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0021
 OG0021  HISTORY     - Date     Condition        Report By
 OG0021  HISTORY     - UNK      MONUMENTED       USLS
 OG0021  HISTORY     - 1967     GOOD             USLS
 OG0021
 OG0021                          STATION DESCRIPTION
 OG0021
 OG0021'DESCRIBED BY US LAKE SURVEY 1967
 OG0021'15 MI E FROM OLCOTT.
 OG0021'IS IN ORLEANS COUNTY, NEW YORK, ABOUT 15 MILES EAST OF OLCOTT,
 OG0021'1.0 MILE WEST ALONG W. LAKE ROAD FROM INTERSECTION OF N. LYNDONVILLE
 OG0021'ROAD (HIGHWAY 63) AND W. LAKE ROAD, 0.6 MILES EAST OF MARSHALL ROAD,
 OG0021'ABOUT 250 FEET WEST OF WEST FACE OF DWELLING AT NO. 11042 W. LAKE
 OG0021'ROAD, 15 FEET SOUTH OF CENTERLINE OF W. LAKE ROAD, 1.6 FEET WEST OF
 OG0021'EAST FACE AND 0.7 FEET NORTH OR SOUTH FACE OF CONCRETE CLUVERT BEING
 OG0021'THE HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OG0021'TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2445 ***********************************************************************
 KU2445  DESIGNATION -  DRAKE
 KU2445  PID         -  KU2445
 KU2445  STATE/COUNTY-  NY/SUFFOLK
 KU2445  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2445
 KU2445                         *CURRENT SURVEY CONTROL
 KU2445  ___________________________________________________________________
 KU2445* NAD 83(1996)-  40 38 14.84681(N)    073 19 53.69333(W)     ADJUSTED  
 KU2445* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU2445  ___________________________________________________________________
 KU2445  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KU2445  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU2445
 KU2445  HORZ ORDER  -  SECOND
 KU2445
 KU2445.The horizontal coordinates were established by classical geodetic methods
 KU2445.and adjusted by the National Geodetic Survey in January 1999..
 KU2445
 KU2445.The orthometric height was scaled from a topographic map.
 KU2445
 KU2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2445
 KU2445.The geoid height was determined by GEOID03.
 KU2445
 KU2445;                    North         East     Units Scale Factor Converg.
 KU2445;SPC NY L     -    52,494.925   356,544.083   MT  1.00000175   +0 26 13.9
 KU2445;SPC NY L     -   172,227.10  1,169,761.71   sFT  1.00000175   +0 26 13.9
 KU2445;UTM  18      - 4,499,850.690   641,085.646   MT  0.99984501   +1 05 12.4
 KU2445
 KU2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2445!SPC NY L     -   1.00000435  x   1.00000175  =   1.00000610
 KU2445!UTM  18      -   1.00000435  x   0.99984501  =   0.99984936
 KU2445
 KU2445:                Primary Azimuth Mark                     Grid Az
 KU2445:SPC NY L     -  BABYLON PRESB CH SPIRE                   006 21 00.1
 KU2445:UTM  18      -  BABYLON PRESB CH SPIRE                   005 42 01.6
 KU2445
 KU2445|---------------------------------------------------------------------|
 KU2445| PID    Reference Object                     Distance      Geod. Az  |
 KU2445|                                                           dddmmss.s |
 KU2445| KU2466 BABYLON PRESB CH SPIRE              APPROX. 6.7 KM 0064714.0 |
 KU2445| KU2469 BABYLON MUNICIPAL TANK              APPROX. 6.6 KM 0081844.7 |
 KU2445| KU2468 BABYLON COVE FLAGPOLE               APPROX. 5.9 KM 0172613.1 |
 KU2445| KU2465 OUTERMOST MARKER                    APPROX. 4.2 KM 0335240.9 |
 KU2445| KU2471 SANITORIUM CHIMNEY                  APPROX. 1.7 KM 0744807.8 |
 KU2445| KU2436 OAK ISLAND SQUARE TOWER             APPROX. 3.5 KM 0790830.8 |
 KU2445| KU2452 OAK BEACH COAST GUARD TOWER         APPROX. 2.8 KM 0872704.0 |
 KU2445| KU2462 WINDMILL NEAR DRAKE                 470.740 METERS 0971116.2 |
 KU2445| KU2437 FIRE ISLAND LOOKOUT TOWER           APPROX. 6.2 KM 1022911.8 |
 KU2445| CB6018 DRAKE RM 3                           35.000 METERS 14331     |
 KU2445| CB6017 DRAKE RM 2                           28.515 METERS 24412     |
 KU2445| KU2489 LIFE 1933                           APPROX. 4.9 KM 2471915.9 |
 KU2445| KU2449 CHANNEL MARKER FLAG                 APPROX. 2.7 KM 2582641.6 |
 KU2445| KU2531 CEDAR ISLAND NR SHACK IN WATER      APPROX. 3.7 KM 2624203.8 |
 KU2445| KU2447 CEDAR ISLAND WEST END SHACK         APPROX. 3.2 KM 2663850.2 |
 KU2445| KU2524 CORINTH FLAGPOLE                    APPROX. 7.5 KM 2851126.6 |
 KU2445| KU2525 OBSERVATION TOWER                   APPROX. 6.4 KM 2961310.3 |
 KU2445| KU2497 AMITYVILLE STANDPIPE                APPROX. 9.0 KM 3013652.2 |
 KU2445| KU2432 CEDAR ISLAND NORTH SHORE SHACK      APPROX. 1.5 KM 3200801.1 |
 KU2445| CB6016 DRAKE RM 1                           27.185 METERS 34212     |
 KU2445|---------------------------------------------------------------------|
 KU2445
 KU2445                          SUPERSEDED SURVEY CONTROL
 KU2445
 KU2445  NAD 83(1996)-  40 38 14.85002(N)    073 19 53.69270(W) AD(       ) 2
 KU2445  NAD 83(1992)-  40 38 14.84964(N)    073 19 53.69290(W) AD(       ) 2
 KU2445  NAD 83(1986)-  40 38 14.85088(N)    073 19 53.69203(W) AD(       ) 2
 KU2445  NAD 27      -  40 38 14.48700(N)    073 19 55.28100(W) AD(       ) 2
 KU2445
 KU2445.Superseded values are not recommended for survey control.
 KU2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2445.See file dsdata.txt to determine how the superseded data were derived.
 KU2445
 KU2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK4108699851(NAD 83)
 KU2445_MARKER: DS = TRIANGULATION STATION DISK
 KU2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2445
 KU2445  HISTORY     - Date     Condition        Report By
 KU2445  HISTORY     - 1933     MONUMENTED       CGS
 KU2445  HISTORY     - 1949     MARK NOT FOUND   CGS
 KU2445
 KU2445                          STATION DESCRIPTION
 KU2445
 KU2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPE)
 KU2445'THE STATION IS LOCATED ON THE S SIDE OF GREAT SOUTH BAY ABOUT
 KU2445'THREE MILES E OF THE JONES BEACH COAST GUARD STATION AND
 KU2445'APPROXIMATELY S OF THE E END OF CEDAR ISLAND.  IT IS 190 METERS
 KU2445'DUE S OF THE S END OF A CHANNEL DREDGED OFF THE MAIN STATE CHANNEL.
 KU2445'
 KU2445'IT IS MARKED BY A STANDARD DISK SET IN A TRUNCATED CONE CONCRETE
 KU2445'MONUMENT AND STAMPED DRAKE 1933.
 KU2445'
 KU2445'THREE STANDARD DISK REFERENCE MARKS WERE SET IN CONCRETE AS
 KU2445'DESCRIBED ABOVE AND STAMPED DRAKE 1933 NO.1 AND SIMILARLY FOR NO.2
 KU2445'AND NO.3.
 KU2445'
 KU2445'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 KU2445
 KU2445                          STATION RECOVERY (1949)
 KU2445
 KU2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 KU2445'STATION NOT RECOVERED.  IT IS BELIEVED TO HAVE BEEN DESTROYED BY
 KU2445'ROAD CONSTRUCTION.
 KU2445'
 KU2445'IT IS RECOMMENDED THIS STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2446 ***********************************************************************
 KU2446  DESIGNATION -  DRAKE 2
 KU2446  PID         -  KU2446
 KU2446  STATE/COUNTY-  NY/SUFFOLK
 KU2446  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2446
 KU2446                         *CURRENT SURVEY CONTROL
 KU2446  ___________________________________________________________________
 KU2446* NAD 83(1996)-  40 38 14.84937(N)    073 19 53.68614(W)     ADJUSTED  
 KU2446* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU2446  ___________________________________________________________________
 KU2446  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KU2446  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU2446
 KU2446  HORZ ORDER  -  SECOND
 KU2446
 KU2446.The horizontal coordinates were established by classical geodetic methods
 KU2446.and adjusted by the National Geodetic Survey in January 1999..
 KU2446
 KU2446.The orthometric height was scaled from a topographic map.
 KU2446
 KU2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2446
 KU2446.The geoid height was determined by GEOID03.
 KU2446
 KU2446;                    North         East     Units Scale Factor Converg.
 KU2446;SPC NY L     -    52,495.005   356,544.251   MT  1.00000175   +0 26 13.9
 KU2446;SPC NY L     -   172,227.36  1,169,762.26   sFT  1.00000175   +0 26 13.9
 KU2446;UTM  18      - 4,499,850.772   641,085.814   MT  0.99984501   +1 05 12.4
 KU2446
 KU2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2446!SPC NY L     -   1.00000435  x   1.00000175  =   1.00000610
 KU2446!UTM  18      -   1.00000435  x   0.99984501  =   0.99984936
 KU2446
 KU2446|---------------------------------------------------------------------|
 KU2446| PID    Reference Object                     Distance      Geod. Az  |
 KU2446|                                                           dddmmss.s |
 KU2446| CB6018 DRAKE RM 3                           35.019 METERS 14331     |
 KU2446| KU2489 LIFE 1933                           APPROX. 4.9 KM 2471915.6 |
 KU2446| CB6016 DRAKE RM 1                           27.189 METERS 34210     |
 KU2446|---------------------------------------------------------------------|
 KU2446
 KU2446                          SUPERSEDED SURVEY CONTROL
 KU2446
 KU2446  NAD 83(1996)-  40 38 14.85272(N)    073 19 53.68544(W) AD(       ) 2
 KU2446  NAD 83(1992)-  40 38 14.85241(N)    073 19 53.68561(W) AD(       ) 2
 KU2446  NAD 83(1986)-  40 38 14.85340(N)    073 19 53.68482(W) AD(       ) 2
 KU2446  NAD 27      -  40 38 14.49453(N)    073 19 55.24549(W) AD(       ) 2
 KU2446
 KU2446.Superseded values are not recommended for survey control.
 KU2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2446.See file dsdata.txt to determine how the superseded data were derived.
 KU2446
 KU2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK4108699851(NAD 83)
 KU2446_MARKER: DS = TRIANGULATION STATION DISK
 KU2446_SETTING: 0 = UNSPECIFIED SETTING
 KU2446
 KU2446  HISTORY     - Date     Condition        Report By
 KU2446  HISTORY     - 1950     MONUMENTED       CGS
 KU2446  HISTORY     - 1962     GOOD             CGS
 KU2446  HISTORY     - 1962     GOOD             CGS
 KU2446  HISTORY     - 1967     GOOD             CGS
 KU2446  HISTORY     - 20040128 POOR             INDIV
 KU2446
 KU2446                          STATION DESCRIPTION
 KU2446
 KU2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (ITS)
 KU2446'STATION ESTABLISHED TO REPLACE DESTROYED STATION DRAKE 1933.
 KU2446'REFERENCE MARKS WERE ESTABLISHED IN 1933 FOR ORIGINAL STATION.
 KU2446'
 KU2446'MARK IS SET IN THE CONCRETE PAVEMENT OF THE JONES BEACH OCEAN
 KU2446'PARKWAY, 3.1 MILES E OF THE GILGO STATE PARK PAVILION, 0.6 MILE E
 KU2446'OF CEDAR BEACH BATHHOUSE, 1.9 MILES W OF THE FLAG TOWER AT OAK
 KU2446'BEACH, APPROXIMATELY S OF THE E END OF CEDAR ISLAND, AND 3-1/2
 KU2446'FEET N OF THE CENTER LINE OF THE HIGHWAY.  IT IS A STANDARD DISK
 KU2446'STAMPED DRAKE 2 1950.
 KU2446'
 KU2446'R.M. 1 IS N OF THE STATION AND HIGHWAY, FLUSH WITH GROUND, AND IS
 KU2446'STAMPED DRAKE NO 1 1933.
 KU2446'
 KU2446'R.M. 3 IS S OF STATION AND HIGHWAY, FLUSH WITH GROUND, AND IS
 KU2446'STAMPED DRAKE NO 3 1933.
 KU2446'
 KU2446'R.M. 2 1933 HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 KU2446
 KU2446                          STATION RECOVERY (1962)
 KU2446
 KU2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2446'THE STATION MARK WAS RECOVERED AS DESCRIBED, REFERENCE MARK NO. 3
 KU2446'WAS GRADED OUT OF THE GROUND AND REFERENCE MARK NO. 1 WAS SEARCHED
 KU2446'FOR BUT NOT FOUND.  DUE TO THE LOCATION OF THIS STATION, DRAKE 3
 KU2446'WAS ESTABLISHED BY THIS PARTY AND A TRAVERS TIE WAS MADE.  THE
 KU2446'DISTANCE IS 20.201 METERS.
 KU2446
 KU2446                          STATION RECOVERY (1962)
 KU2446
 KU2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2446'STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION NEAR THE CENTER
 KU2446'OF THE EASTBOUND LANE OF THE CONCRETE HIGHWAY.  IT IS 0.15 MILE
 KU2446'EAST OF TOWN OF BABYLON BEACH ENTRANCE AND 29.5 FEET SOUTHEAST OF
 KU2446'THE SOUTH LEG OF A PARK SIGN CEDAR BEACH PARKING ON THE MEDIAN
 KU2446'BETWEEN LANES.
 KU2446'
 KU2446'DISTANCE AND DIRECTION INDICATE RM 1 IS BENEATH THE WEST-BOUND LANE.
 KU2446'
 KU2446'RM 3 COULD NOT BE FOUND.
 KU2446
 KU2446                          STATION RECOVERY (1967)
 KU2446
 KU2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2446'THE STATION WAS RECOVERED AS DESCRIBED BY I.T.S. 1950 AND E.L.H.
 KU2446'1962.  THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 KU2446
 KU2446                          STATION RECOVERY (2004)
 KU2446
 KU2446'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 KU2446'DUE TO ITS LOCATION IN THE LEFT LANE , ON THE EASTBOUND SECTION OF
 KU2446'OCEAN PARKWAY, THE DISK IS SEVERELY WORN AND DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2460 ***********************************************************************
 KU2460  DESIGNATION -  DRAKE 3
 KU2460  PID         -  KU2460
 KU2460  STATE/COUNTY-  NY/SUFFOLK
 KU2460  USGS QUAD   -  BAY SHORE WEST (1979)
 KU2460
 KU2460                         *CURRENT SURVEY CONTROL
 KU2460  ___________________________________________________________________
 KU2460* NAD 83(1996)-  40 38 14.19509(N)    073 19 53.72331(W)     ADJUSTED  
 KU2460* NAVD 88     -         3.27   (+/-2cm)      10.7    (feet)  VERTCON   
 KU2460  ___________________________________________________________________
 KU2460  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KU2460  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU2460
 KU2460  HORZ ORDER  -  FIRST
 KU2460  VERT ORDER  -  THIRD ? (See Below)
 KU2460
 KU2460.The horizontal coordinates were established by classical geodetic methods
 KU2460.and adjusted by the National Geodetic Survey in January 1999..
 KU2460
 KU2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2460.The vertical order pertains to the NGVD 29 superseded value.
 KU2460
 KU2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2460
 KU2460.The geoid height was determined by GEOID03.
 KU2460
 KU2460;                    North         East     Units Scale Factor Converg.
 KU2460;SPC NY L     -    52,474.817   356,543.532   MT  1.00000176   +0 26 13.9
 KU2460;SPC NY L     -   172,161.13  1,169,759.90   sFT  1.00000176   +0 26 13.9
 KU2460;UTM  18      - 4,499,830.580   641,085.323   MT  0.99984501   +1 05 12.3
 KU2460
 KU2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2460!SPC NY L     -   1.00000441  x   1.00000176  =   1.00000617
 KU2460!UTM  18      -   1.00000441  x   0.99984501  =   0.99984942
 KU2460
 KU2460|---------------------------------------------------------------------|
 KU2460| PID    Reference Object                     Distance      Geod. Az  |
 KU2460|                                                           dddmmss.s |
 KU2460| KU2446 DRAKE 2                              20.201 METERS 00229     |
 KU2460| KU2482 FIRE ISLAND INLET JETTY LIGHT       APPROX. 2.8 KM 1313038.6 |
 KU2460| KU0701 L 376 RESET                                        24511     |
 KU2460| KU2489 LIFE 1933                           APPROX. 4.9 KM 2473201.1 |
 KU2460| CB6019 DRAKE 3 RM 4                         23.141 METERS 28657     |
 KU2460|---------------------------------------------------------------------|
 KU2460
 KU2460                          SUPERSEDED SURVEY CONTROL
 KU2460
 KU2460  NAD 83(1996)-  40 38 14.19844(N)    073 19 53.72260(W) AD(       ) 1
 KU2460  NAD 83(1992)-  40 38 14.19813(N)    073 19 53.72277(W) AD(       ) 1
 KU2460  NAD 83(1986)-  40 38 14.19915(N)    073 19 53.72199(W) AD(       ) 1
 KU2460  NAD 27      -  40 38 13.84024(N)    073 19 55.28264(W) AD(       ) 1
 KU2460  NGVD 29 (07/19/86)    3.63   (m)           11.9    (f) LEVELING    3  
 KU2460
 KU2460.Superseded values are not recommended for survey control.
 KU2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2460.See file dsdata.txt to determine how the superseded data were derived.
 KU2460
 KU2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK4108599831(NAD 83)
 KU2460_MARKER: DS = TRIANGULATION STATION DISK
 KU2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2460_STAMPING: DRAKE 3 1962
 KU2460_MARK LOGO: CGS   
 KU2460_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2460+STABILITY: SURFACE MOTION
 KU2460
 KU2460  HISTORY     - Date     Condition        Report By
 KU2460  HISTORY     - 1962     MONUMENTED       CGS
 KU2460  HISTORY     - 1967     GOOD             CGS
 KU2460  HISTORY     - 1978     GOOD             NGS
 KU2460  HISTORY     - 19950906 GOOD             NYDEP
 KU2460
 KU2460                          STATION DESCRIPTION
 KU2460
 KU2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KU2460'THE STATION IS LOCATED ON THE PROPERTY OF THE JONES STATE PARK,
 KU2460'ABOUT 10 MILES EAST OF THE JONES BEACH TOWER, 1.9 MILES WEST OF
 KU2460'THE FLAG TOWER AT OAK BEACH AND 0.6 MILE EAST OF THE CEDAR BEACH
 KU2460'BATH HOUSE.
 KU2460'
 KU2460'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT CAPTREE STATE PARK
 KU2460'WHICH IS JUST SOUTH OF THE BASCULE BRIDGE, GO WESTERLY ON JONES
 KU2460'BEACH OCEAN PARKWAY FOR 3.4 MILES TO THE STATION ON THE LEFT.
 KU2460'
 KU2460'THE STATION MARK IS 95 FEET SOUTHWEST OF A SIGN CEDAR BEACH
 KU2460'PARKING, 68.8 FEET SOUTHEAST OF LIGHT POLE NO. 393, 56 FEET SOUTH
 KU2460'OF THE APPROXIMATE CENTER OF THE EAST BOUND LANE OF HIGHWAY AND 17
 KU2460'FEET SOUTH OF THE SOUTH EDGE OF MAINTAINED GRASS SHOULDER.  IT IS
 KU2460'A STANDARD DISK SET IN A CONCRETE MONUMENT, FLUSH AND IS STAMPED
 KU2460'DRAKE 3 1962.
 KU2460'
 KU2460'REFERENCE MARK NO. 4 IS 13.2 FEET NORTH OF LIGHT POLE NO. 393, 8.9
 KU2460'FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST BOUND LANE OF
 KU2460'HIGHWAY AND 1.1 FEET NORTH OF THE SOUTH EDGE OF HIGHWAY PAVEMENT.
 KU2460'IT IS A STANDARD DISK CEMENTED IN A DRILLED HOLE THE HIGHWAY
 KU2460'PAVEMENT AND IS STAMPED DRAKE 3 NO 4 1962.
 KU2460'
 KU2460'U.S.C. AND G.S. B.M. L 376 RESET 1958 USED AS A REFERENCE MARK IS
 KU2460'67 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST BOUND LANE OF
 KU2460'HIGHWAY, 15.6 FEET SOUTHWEST OF LIGHT POLE NO. 393 AND 3.2 FEET
 KU2460'WEST OF A WITNESS POST.  THE DISK IS SET IN A SQUARE CONCRETE
 KU2460'MONUMENT PROJECTING 1 INCH AND IS STAMPED L 376 RESET 1958.
 KU2460'
 KU2460'A TRAVERSE TIE WAS MADE TO DRAKE 2 1950 AND BUSS 1950.  SEE
 KU2460'DESCRIPTIONS THEREOF.
 KU2460'
 KU2460'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
 KU2460
 KU2460                          STATION RECOVERY (1967)
 KU2460
 KU2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 KU2460'THE STATION MARK, REFERENCE MARK NO. 4 AND B.M. L 376 RESET 1958
 KU2460'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY E.L.H. 1962
 KU2460'WITH THE FOLLOWING EXCEPTIONS--A METAL WITNESS POST WAS ADDED, THE
 KU2460'STATION MARK IS 2.3 FEET NORTH OF IT AND B.M. L 376 RESET 1958 IS
 KU2460'155.6 SOUTHWEST OF LIGHT POLE NO. 393.
 KU2460'
 KU2460'HEIGHT OF LIGHT ABOVE STATION MARK 47.5 FEET.
 KU2460
 KU2460                          STATION RECOVERY (1978)
 KU2460
 KU2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KU2460'THE STATION MARK, DRAKE 2 1950, REFERENCE MARK 4 AND BENCH MARK L
 KU2460'376 RESET 1958 WERE RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION
 KU2460'IS ADEQUATE FOR RECOVERING STATION.
 KU2460
 KU2460                          STATION RECOVERY (1995)
 KU2460
 KU2460'RECOVERY NOTE BY NEW YORK DEPT OF ENVIRON PROTECTION 1995 (SC)
 KU2460'RECOVERED FOR GPS HANDHELD EQUIPMENT TESTING.  NO EFFORT MADE TO FIND
 KU2460'REFERENCE MARKS.  STATION MARK IS 47.4 FT (14.4 M) SOUTH OF PAVED EDGE
 KU2460'OF ROAD AND 1.3 FT (0.4 M) SOUTH OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9628 ***********************************************************************
 AA9628  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9628  DESIGNATION -  DRAW
 AA9628  PID         -  AA9628
 AA9628  STATE/COUNTY-  NY/NASSAU
 AA9628  USGS QUAD   -  BAYVILLE (1975)
 AA9628
 AA9628                         *CURRENT SURVEY CONTROL
 AA9628  ___________________________________________________________________
 AA9628* NAD 83(1996)-  40 54 08.07254(N)    073 32 55.00108(W)     ADJUSTED  
 AA9628* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 AA9628  ___________________________________________________________________
 AA9628  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 AA9628  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AA9628
 AA9628  HORZ ORDER  -  THIRD
 AA9628
 AA9628.The horizontal coordinates were established by classical geodetic methods
 AA9628.and adjusted by the National Geodetic Survey in January 1999..
 AA9628
 AA9628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9628
 AA9628.This Tidal Bench Mark is designated as VM 7082
 AA9628.by the Center for Operational Oceanographic Products and Services.
 AA9628
 AA9628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9628
 AA9628.The geoid height was determined by GEOID03.
 AA9628
 AA9628;                    North         East     Units Scale Factor Converg.
 AA9628;SPC NY L     -    81,781.313   338,033.372   MT  0.99999531   +0 17 42.9
 AA9628;SPC NY L     -   268,310.86  1,109,031.15   sFT  0.99999531   +0 17 42.9
 AA9628;UTM  18      - 4,528,919.053   622,246.065   MT  0.99978393   +0 57 01.6
 AA9628
 AA9628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9628!SPC NY L     -   1.00000392  x   0.99999531  =   0.99999923
 AA9628!UTM  18      -   1.00000392  x   0.99978393  =   0.99978785
 AA9628
 AA9628                          SUPERSEDED SURVEY CONTROL
 AA9628
 AA9628  NAD 83(1996)-  40 54 08.07509(N)    073 32 55.00024(W) AD(       ) 3
 AA9628  NAD 83(1986)-  40 54 08.07546(N)    073 32 55.00215(W) AD(       ) 3
 AA9628  NGVD 29 (01/19/96)    6.2    (m)           20.     (f) VERT ANG       
 AA9628
 AA9628.Superseded values are not recommended for survey control.
 AA9628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9628.See file dsdata.txt to determine how the superseded data were derived.
 AA9628
 AA9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2224628919(NAD 83)
 AA9628_MARKER: DD = SURVEY DISK
 AA9628_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9628_SP_SET: IN DRILL HOLE OF BRIDGE SIDEWALK
 AA9628_STAMPING: DRAW 1990
 AA9628_MARK LOGO: NOS   
 AA9628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9628+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9628
 AA9628  HISTORY     - Date     Condition        Report By
 AA9628  HISTORY     - 1990     MONUMENTED       NOS
 AA9628
 AA9628                          STATION DESCRIPTION
 AA9628
 AA9628'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9628'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9628'OF THE ISLAND ABOUT 1.5 NAUTICAL MILES NORTH-NORTHWEST OF THE TOWN OF
 AA9628'OYSTER BAY IN THE SIDEWALK ON THE EAST SIDE OF THE BAYVILLE BRIDGE
 AA9628'OVER MILL NECK CREEK SOUTH OF THE DRAWSPAN OF THE BRIDGE.  TO REACH
 AA9628'THE STATION FROM THE BAYVILLE FIRE DEPARTMENT IN BAYVILLE GO EAST ON
 AA9628'BAYVILLE ROAD FOR 0.15 KM (0.10 MI) TO THE INTERSECTION WITH LUDLAM
 AA9628'AVENUE AT A TRAFFIC LIGHT, TURN RIGHT ON LUDLAM AVENUE AND PROCEED
 AA9628'SOUTH FOR 0.45 KM (0.25 MI) TO THE BAYVILLE BRIDGE AND THE STATION ON
 AA9628'THE EAST SIDE JUST SOUTH OF A BREAK IN THE BRIDGE.  THE STATION MARK
 AA9628'IS AN NOS BRONZE DISK STAMPED ---DRAW 1990--- CEMENTED INTO A DRILL
 AA9628'HOLE IN THE EAST SIDEWALK OF THE BRIDGE.  IT IS 17.5 M (57.4 FT) SOUTH
 AA9628'FROM A BREAK IN THE BRIDGE, 4.1 M (13.5 FT) EAST FROM THE CENTERLINE
 AA9628'OF THE BRIDGE ROADWAY AND 0.673 M (2.208 FT) WEST FROM THE INSIDE EDGE
 AA9628'OF THE EASTERN BRIDGE RAIL.  DESCRIBED BY J A VERLAQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2563 ***********************************************************************
 LY2563  DESIGNATION -  DREW
 LY2563  PID         -  LY2563
 LY2563  STATE/COUNTY-  NY/ORANGE
 LY2563  USGS QUAD   -  WAWAYANDA (1994)
 LY2563
 LY2563                         *CURRENT SURVEY CONTROL
 LY2563  ___________________________________________________________________
 LY2563* NAD 83(1996)-  41 14 30.57826(N)    074 26 36.22983(W)     ADJUSTED  
 LY2563* NAVD 88     -       187.9    (meters)     616.     (feet)  GPS OBS   
 LY2563  ___________________________________________________________________
 LY2563  X           -   1,288,129.953 (meters)                     COMP
 LY2563  Y           -  -4,627,091.039 (meters)                     COMP
 LY2563  Z           -   4,182,757.380 (meters)                     COMP
 LY2563  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LY2563  ELLIP HEIGHT-         155.66  (meters)          (10/23/02) GPS OBS
 LY2563  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY2563
 LY2563  HORZ ORDER  -  FIRST
 LY2563  ELLP ORDER  -  FOURTH    CLASS I
 LY2563
 LY2563.The horizontal coordinates were established by GPS observations
 LY2563.and adjusted by the National Geodetic Survey in January 1999..
 LY2563
 LY2563.The orthometric height was determined by GPS observations and a
 LY2563.high-resolution geoid model.
 LY2563
 LY2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2563
 LY2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2563
 LY2563.The ellipsoidal height was determined by GPS observations
 LY2563.and is referenced to NAD 83.
 LY2563
 LY2563.The geoid height was determined by GEOID03.
 LY2563
 LY2563;                    North         East     Units Scale Factor Converg.
 LY2563;SPC NY E     -   267,402.855   154,744.366   MT  0.99990028   +0 02 14.3
 LY2563;SPC NY E     -   877,304.20    507,690.47   sFT  0.99990028   +0 02 14.3
 LY2563;SPC NJ       -   267,402.855   154,744.366   MT  0.99990028   +0 02 14.3
 LY2563;SPC NJ       -   877,304.20    507,690.47   sFT  0.99990028   +0 02 14.3
 LY2563;UTM  18      - 4,565,752.099   546,639.736   MT  0.99962677   +0 22 01.0
 LY2563
 LY2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2563!SPC NY E     -   0.99997558  x   0.99990028  =   0.99987587
 LY2563!SPC NJ       -   0.99997558  x   0.99990028  =   0.99987587
 LY2563!UTM  18      -   0.99997558  x   0.99962677  =   0.99960236
 LY2563
 LY2563|---------------------------------------------------------------------|
 LY2563| PID    Reference Object                     Distance      Geod. Az  |
 LY2563|                                                           dddmmss.s |
 LY2563| CB4028 DREW RM 1                            17.605 METERS 07218     |
 LY2563| LY2573 WARWICK NY STATE TNG SCH TANK       APPROX.11.7 KM 0722700.6 |
 LY2563| LY2572 WARWICK NY STATE TNG SCH STACK      APPROX.12.5 KM 0725320.8 |
 LY2563| LY2575 WARWICK CALVARY BAP CH DOME         APPROX. 7.0 KM 0762826.1 |
 LY2563| CB4027 DREW AZ MK                                         0890635.5 |
 LY2563| CB4029 DREW RM 2                            21.831 METERS 31335     |
 LY2563|---------------------------------------------------------------------|
 LY2563
 LY2563                          SUPERSEDED SURVEY CONTROL
 LY2563
 LY2563  ELLIP H (01/11/99)  155.67   (m)                       GP(       ) 4 1
 LY2563  NAD 83(1986)-  41 14 30.58089(N)    074 26 36.23000(W) AD(       ) 1
 LY2563  NAD 83(1986)-  41 14 30.58089(N)    074 26 36.23000(W) AD(       ) 2
 LY2563  NAD 27      -  41 14 30.24016(N)    074 26 37.66496(W) AD(       ) 2
 LY2563
 LY2563.Superseded values are not recommended for survey control.
 LY2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2563.See file dsdata.txt to determine how the superseded data were derived.
 LY2563
 LY2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4664065752(NAD 83)
 LY2563_MARKER: DS = TRIANGULATION STATION DISK
 LY2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2563_SP_SET: CONCRETE POST
 LY2563_STAMPING: DREW 1942
 LY2563_MARK LOGO: CGS   
 LY2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2563+STABILITY: SURFACE MOTION
 LY2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2563+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1991
 LY2563
 LY2563  HISTORY     - Date     Condition        Report By
 LY2563  HISTORY     - 1942     MONUMENTED       CGS
 LY2563  HISTORY     - 1942     GOOD             CGS
 LY2563  HISTORY     - 1975     GOOD             NGS
 LY2563  HISTORY     - 1984     GOOD             USPSQD
 LY2563  HISTORY     - 19910412 GOOD             NJGS
 LY2563
 LY2563                          STATION DESCRIPTION
 LY2563
 LY2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2563'STATION IS ABOUT 4.5 MILES W OF THE TOWN OF WARWICK ON THE
 LY2563'PROPERTY LINE OF JOHN DREW AND CHARLES MASTERS.  IT IS IN A FENCE
 LY2563'LINE, ABOUT 0.05 MILE NNE OF THE HIGHEST POINT OF THE RIDGE,
 LY2563'10.5 FEET SSE OF A TRIANGULAR-BLAZED CHERRY TREE, AND 10.6 FEET
 LY2563'W OF ANOTHER TRIANGULAR-BLAZED CHERRY TREE.  IT IS STAMPED
 LY2563'DREW 1942 AND PROJECTS ABOUT 6 INCHES.
 LY2563'
 LY2563'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LY2563'ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 LY2563'7A, AND 11A.
 LY2563'
 LY2563'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON THE N SLOPE OF
 LY2563'THE RIDGE.  IT IS A BRONZE DISK SET FLUSH IN A DRILL HOLE IN A
 LY2563'5- BY 3- BY 4-FOOT BOULDER WHICH IS THE ONLY BOULDER IN THE
 LY2563'VICINITY.  IT IS STAMPED DREW NO.1 1942.
 LY2563'
 LY2563'REFERENCE MARK NO. 2 IS WNW OF THE STATION, ON THE W SLOPE OF
 LY2563'THE RIDGE, 1 FOOT S OF THE FENCE LINE.  IT IS STAMPED DREW
 LY2563'NO.2 1942 AND PROJECTS ABOUT 5 INCHES.
 LY2563'
 LY2563'THE AZIMUTH MARK IS ABOUT 1 MILE E OF THE STATION, IN A FENCE
 LY2563'LINE, 14 FEET WNW OF THE CENTER OF THE ROAD, AND 46 FEET W OF A
 LY2563'26-INCH OAK TREE THAT IS ON THE OPPOSITE SIDE OF THE ROAD.  IT IS
 LY2563'STAMPED DREW 1942 AND PROJECTS ABOUT 4 INCHES.  A 37-FOOT TOWER
 LY2563'WILL BE REQUIRED TO SEE THE MARK FROM THE STATION.  THERE WAS NO
 LY2563'OTHER SUITABLE PLACE AVAILABLE.
 LY2563'
 LY2563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17A
 LY2563'AND 45 IN THE SW EDGE OF WARWICK, GO SW ON HIGHWAY 45 FOR 3 MILES
 LY2563'TO A MACADAM ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.5 MILE TO A
 LY2563'T-ROAD JUST AFTER CROSSING A BRIDGE AND RAILROAD TRACKS.  TURN
 LY2563'LEFT AND GO 0.35 MILE TO A T-ROAD ON THE LEFT.  (TO REACH THE
 LY2563'AZIMUTH MARK TURN LEFT AND GO 0.4 MILE TO THE MARK ON THE
 LY2563'RIGHT.) CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORKS.  KEEP
 LY2563'LEFT AND GO 1.25 MILES TO A T-ROAD.  TURN LEFT AND GO 0.4 MILE
 LY2563'TO A FORK AT THE RESIDENCE OF JOHN DREW.  KEEP RIGHT AND
 LY2563'CONTINUE FOR 0.15 MILE TO A WIRE GATE ON THE LEFT.  TURN
 LY2563'LEFT THROUGH THE GATE INTO A FIELD AND GO 0.15 MILE
 LY2563'SOUTHERLY ACROSS THE FIELD TO A POLE GATE AT THE N EDGE OF THE
 LY2563'WOODS.  PASS THROUGH THE GATE AND FOLLOW DIM ROAD SOUTHERLY
 LY2563'THROUGH WOODS FOR 0.15 MILE TO ANOTHER POLE GATE AT THE EDGE
 LY2563'OF A HAY FIELD.  PASS THROUGH GATE AND CONTINUE ACROSS
 LY2563'FIELD FOR 0.1 MILE TO A STONE FENCE.  PASS THROUGH FENCE AND
 LY2563'CONTINUE SOUTHERLY FOR 0.1 MILE TO THE STATION IN FENCE LINE.
 LY2563'
 LY2563'A 24-FOOT LIGHT AT STATION EVE IS VISIBLE FROM THE GROUND.
 LY2563'
 LY2563'A 37-FOOT TOWER WILL SEE AN 8-FOOT LIGHT AT STATION RYAN.
 LY2563'
 LY2563'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION TAYLOR.
 LY2563'
 LY2563'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY2563
 LY2563                          STATION RECOVERY (1942)
 LY2563
 LY2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 LY2563'RECOVERED IN GOOD CONDITION.
 LY2563
 LY2563                          STATION RECOVERY (1975)
 LY2563
 LY2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 LY2563'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 LY2563'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN
 LY2563'FROM NORTHWEST CLOCKWISE AROUND TO NORTHEAST, BUT REMAINING AREAS
 LY2563'ARE OBSTRUCTED BY TREES.  AZIMUTH MARK IS NOT VISIBLE FROM STATION.
 LY2563'
 LY2563'STATION MARK IS A STANDARD DISK STAMPED DREW 1942, SET IN THE TOP
 LY2563'OF A SQUARE CONCRETE MONUMENT 6 INCHES BELOW GROUND LEVEL, LOCATED
 LY2563'ALONG THE NORTHWEST-SOUTHEAST STONE FENCE AND BARBWIRE FENCE ON THE
 LY2563'HIGHEST POINT OF THE HILL.
 LY2563'
 LY2563'RM NO. 1 IS A STANDARD DISK STAMPED DREW NO 1 1942, CEMENTED IN A
 LY2563'DRILL HOLE IN A 3 X 5-FOOT BOULDER THAT PROJECTS 4 FEET FROM GROUND
 LY2563'AND IS THE ONLY ROCK IN THE VICINITY.
 LY2563'
 LY2563'RM NO. 2 IS A STANDARD DISK STAMPED DREW NO 2 1942, SET IN THE TOP
 LY2563'OF A SQUARE CONCRETE MONUMENT 6 INCHES BELOW GROUND LEVEL AND 1 FOOT
 LY2563'SOUTHWEST OF THE STONE FENCE.
 LY2563'
 LY2563'AZIMUTH MARK IS A STANDARD DISK STAMPED DREW 1942, SET IN THE TOP OF
 LY2563'A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM GROUND.  IT IS
 LY2563'LOCATED IN A FENCE LINE AND 14 FEET WEST-NORTHWEST OF CENTER LINE
 LY2563'OF ROAD.
 LY2563'
 LY2563'THE 1942 DESCRIPTION TO REACH STATION IS ADEQUATE.
 LY2563'
 LY2563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST
 LY2563'OF WARWICK.
 LY2563
 LY2563                          STATION RECOVERY (1984)
 LY2563
 LY2563'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 LY2563'STATION MARK- DREW-1942 RECOVERED- GOOD.
 LY2563'
 LY2563'AZIMUTH-STAMPING ILLEGIBLE RECOVERED GOOD (CONCRETE POST AND
 LY2563'DISC).
 LY2563'
 LY2563'DREW- R.M. 1 RECOVERED GOOD.
 LY2563'
 LY2563'DREW- R.M. 2 RECOVERED GOOD.
 LY2563'
 LY2563'DIRECTIONS TO REACH STATION AND AZIMUTH REVISED TO INCLUDE A
 LY2563'HIGHWAY CHANGE AND ROAD NAMES WHICH ARE NOW WELL POSTED.
 LY2563'
 LY2563'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 17A AND 94,
 LY2563'GO SW ON HWY. 94 FOR 3.5 MILES TO RYERSON RD. ON THE
 LY2563'RIGHT.  TURN RIGHT ON RYERSON RD. AND GO FOR 2.0 MILES TO THE
 LY2563'INTERSECTION WITH BLOOM CORNERS RD., TURN RIGHT ON BLOOM CORNERS
 LY2563'RD. AND GO 0.3 MILE TO DREW RD., TURN LEFT ON DREW RD. AND GO
 LY2563'0.15 MILE PAST DREW RESIDENCE ON RIGHT TO POLE GATEWAY ON LEFT.
 LY2563'TURN LEFT AND GO THROUGH GATEWAY IN A SOUTHERLY DIRECTION FOR
 LY2563'0.15 MILE UPHILL ACROSS A FIELD TO A POLE GATEWAY AT N EDGE OF
 LY2563'A WOODS, PASS THROUGH THE GATEWAY AND FOLLOW A DIM ROAD THROUGH
 LY2563'THE WOODS FOR 0.15 MILE TO ANOTHER GATEWAY AT THE EDGE OF A HAY
 LY2563'FIELD, PASS THROUGH GATE AND CONTINUE ACROSS FIELD FOR 0.1 MILE
 LY2563'TO A COLLAPSED STONE FENCE.  PASS OVER FENCE, TURN RIGHT AND
 LY2563'FOLLOW FENCE FOR ABOUT 200 FT. TO STATION, CONCRETE POST HALF
 LY2563'EXPOSED AT GROUND LEVEL ON DOWNHILL SIDE.
 LY2563'
 LY2563'R.M. 1 RECOVERED IN 4 FT. HIGH BOULDER AS PREVIOUSLY DESCRIBED.
 LY2563'
 LY2563'R.M. 2 RECOVERED ALONG S SIDE OF FENCE, EXPOSED AMONG FENCE STONES
 LY2563'NEAR GROUND LEVEL.
 LY2563'
 LY2563'TO REACH THE AZIMUTH RETURN TO THE POLE GATEWAY ON DREW RD.  TURN
 LY2563'RIGHT AND GO 0.15 MILE TO BLOOM CORNERS RD., TURN RIGHT ON BLOOM
 LY2563'CORNERS RD AND GO 0.3 MILE TO RYERSON RD., TURN LEFT ON RYERSON RD.
 LY2563'AND GO 0.7 MILE TO OLD CROSS RD., TURN LEFT ON OLD CROSS RD. AND
 LY2563'GO 0.1 MILE TO AZIMUTH MARK, 14 FT. WNW OF THE CENTERLINE OF THE
 LY2563'ROAD, 4 INCHES ABOVE GROUND LEVEL.
 LY2563
 LY2563                          STATION RECOVERY (1991)
 LY2563
 LY2563'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2563'THE STATION IS LOCATED IN WARWICK TOWNSHIP ON A HILL ON THE SOUTH SIDE
 LY2563'OF DREW ROAD ON THE APPROXIMATE PROPERTY LINE OF LAND BELONGING TO
 LY2563'DR. DONALD DREW, 9 DREW ROAD, WARWICK, NY 10990 PHONE  914 986 4844
 LY2563'AND MRS. EMILY CARD, 41 DREW ROAD, WARWICK, NY 10990 PHONE  914 986
 LY2563'1747.  TO REACH THE STATION FROM THE VERNON TOWNSHIP FIRE DEPARTMENT
 LY2563'NUMBER 1, SOUTH OF THE JUNCTION OF N.J. ROUTE 94 NORTH AND COUNTY
 LY2563'ROAD 515 IN VERNON, SUSSEX COUNTY, GO NORTH ON N.J. ROUTE 94 NORTH
 LY2563'AND COUNTY ROAD 515 FOR 5.8 MI, (9.3 KM) CROSSING THE NEW YORK NEW
 LY2563'JERSEY STATE LINE TO COVERED BRIDGE ROAD AT A WYE JUNCTION ON THE
 LY2563'LEFT.  TURN LEFT ON COVERED BRIDGE ROAD, GO NORTH NORTHEAST FOR 0.53
 LY2563'MI (0.85 KM) TO THE TEE INTERSECTION WITH ONDERDUNK ROAD. TURN LEFT
 LY2563'ON ONDERDUNK ROAD AND GO NORTHWEST FOR 1.65 MI (2.66 KM) TO THE TEE
 LY2563'INTERSECTION WITH BLOOMS CORNERS ROAD IN BLOOMS CORNERS. TURN LEFT
 LY2563'AND GO 0.35 MI (0.56 KM) TO DREW ROAD AT A WYE JUNCTION ON THE RIGHT.
 LY2563'TURN RIGHT ON DREW ROAD, PASSING SEVERAL BARNS ON THE RIGHT AND THE
 LY2563'DREW RESIDENCE ON THE LEFT, GO 0.20 MI (0.32 KM) SOUTHWEST TO A
 LY2563'MEADOW ROAD ON THE LEFT.  TURN LEFT AND GO 0.15 MI (0.24 KM)
 LY2563'SOUTHERLY ALONG THE MEADOW ROAD TO THE REMAINS OF A STONE WALL,
 LY2563'PASSING THE STONE WALL AND STILL ALONG THE ROAD, GO SOUTHERLY AND
 LY2563'UPHILL FOR 0.15 MI (0.24 KM) TO THE EDGE OF A FORMER HAY FIELD.
 LY2563'CONTINUE SOUTHWESTERLY ALONG THE HAY FIELD ROAD TO A BARBED WIRE AND
 LY2563'STONE WALL FENCE LINE RUNNING NORTHWESTERLY, TURN RIGHT AND GO ABOUT
 LY2563'50 M (164.0 FT) TO THE STATION ON THE LEFT SET ABOUT 1 M (3.3 FT)
 LY2563'NORTHEAST OF THE BARBED WIRE FENCE.  THE STATION IS A STANDARD DISK,
 LY2563'STAMPED DREW 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND
 LY2563'FLUSH WITH THE GROUND AT A BREAK IN THE STONE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3872 ***********************************************************************
 LX3872  DESIGNATION -  DREWVILLE PUTNAM COMM HOSP TK
 LX3872  PID         -  LX3872
 LX3872  STATE/COUNTY-  NY/PUTNAM
 LX3872  USGS QUAD   -  LAKE CARMEL (1981)
 LX3872
 LX3872                         *CURRENT SURVEY CONTROL
 LX3872  ___________________________________________________________________
 LX3872* NAD 83(1996)-  41 22 55.02058(N)    073 39 44.12195(W)     ADJUSTED  
 LX3872* NAVD 88     -                                                        
 LX3872  ___________________________________________________________________
 LX3872  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 LX3872  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX3872
 LX3872  HORZ ORDER  -  THIRD
 LX3872
 LX3872.The horizontal coordinates were established by classical geodetic methods
 LX3872.and adjusted by the National Geodetic Survey in January 1999..
 LX3872
 LX3872
 LX3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3872
 LX3872.The geoid height was determined by GEOID03.
 LX3872
 LX3872;                    North         East     Units Scale Factor Converg.
 LX3872;SPC NY E     -   283,300.440   220,068.594   MT  0.99996040   +0 33 13.8
 LX3872;SPC NY E     -   929,461.53    722,008.38   sFT  0.99996040   +0 33 13.8
 LX3872;SPC CT       -   213,731.155   228,494.998   MT  0.99998663   -0 36 17.6
 LX3872;SPC CT       -   701,216.30    749,654.01   sFT  0.99998663   -0 36 17.6
 LX3872;UTM  18      - 4,582,021.883   611,855.633   MT  0.99975398   +0 53 04.0
 LX3872
 LX3872                          SUPERSEDED SURVEY CONTROL
 LX3872
 LX3872  NAD 83(1996)-  41 22 55.02164(N)    073 39 44.12202(W) AD(       ) 4
 LX3872  NAD 83(1992)-  41 22 55.02109(N)    073 39 44.12176(W) AD(       ) 4
 LX3872  NAD 83(1986)-  41 22 55.02249(N)    073 39 44.12352(W) AD(       ) 4
 LX3872  NAD 27      -  41 22 54.68618(N)    073 39 45.65345(W) AD(       ) 3
 LX3872
 LX3872.Superseded values are not recommended for survey control.
 LX3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3872.See file dsdata.txt to determine how the superseded data were derived.
 LX3872
 LX3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1185682022(NAD 83)
 LX3872
 LX3872  HISTORY     - Date     Condition        Report By
 LX3872  HISTORY     - 1966     MONUMENTED       CGS
 LX3872
 LX3872                          STATION DESCRIPTION
 LX3872
 LX3872'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3872'THE STATION IS THE FINIAL OF THE LARGE 4-LEGGED STEEL WATER
 LX3872'TANK.  THE TANK IS OF THE RADIAL CONE TYPE, PAINTED WHITE WITH
 LX3872'AN OVER-ALL HEIGHT OF 125 FEET.  IT IS LOCATED 0.5 MILE
 LX3872'SOUTHWEST OF DREWVILLE HEIGHTS, 1.4 MILES EAST-SOUTHEAST OF
 LX3872'HOPKINS CORNERS AND ON PROPERTY OWNED BY THE PUTNAM COMMUNITY
 LX3872'HOSPITAL.
 LX3872'
 LX3872'TO REACH THE STATION FROM THE VOLUNTEER FIRE DEPARTMENT IN
 LX3872'MOHOPAC, GO NORTH ON U.S. HIGHWAY 6 FOR 2.45 MILES TO A SIDE
 LX3872'ROAD RIGHT.  TURN RIGHT AND GO EAST ON DREWVILLE ROAD FOR 3.9
 LX3872'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 LX3872'FOR 0.25 MILE TO THE HOSPITAL ON THE RIGHT AND THE TANK AT THE
 LX3872'SOUTH SIDE OF THE MAIN HOSPITAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3993 ***********************************************************************
 KU3993  DESIGNATION -  DRIVE
 KU3993  PID         -  KU3993
 KU3993  STATE/COUNTY-  NY/NEW YORK
 KU3993  USGS QUAD   -  CENTRAL PARK (1979)
 KU3993
 KU3993                         *CURRENT SURVEY CONTROL
 KU3993  ___________________________________________________________________
 KU3993* NAD 83(1996)-  40 47 43.80393(N)    073 58 31.57514(W)     ADJUSTED  
 KU3993* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU3993  ___________________________________________________________________
 KU3993  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KU3993  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU3993
 KU3993  HORZ ORDER  -  THIRD
 KU3993
 KU3993.The horizontal coordinates were established by classical geodetic methods
 KU3993.and adjusted by the National Geodetic Survey in January 1999..
 KU3993
 KU3993.The orthometric height was scaled from a topographic map.
 KU3993
 KU3993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3993
 KU3993.The geoid height was determined by GEOID03.
 KU3993
 KU3993;                    North         East     Units Scale Factor Converg.
 KU3993;SPC NY E     -   217,972.232   194,265.951   MT  0.99992411   +0 20 33.8
 KU3993;SPC NY E     -   715,130.56    637,354.21   sFT  0.99992411   +0 20 33.8
 KU3993;SPC NJ       -   217,972.232   194,265.951   MT  0.99992411   +0 20 33.8
 KU3993;SPC NJ       -   715,130.56    637,354.21   sFT  0.99992411   +0 20 33.8
 KU3993;UTM  18      - 4,516,561.096   586,433.727   MT  0.99969195   +0 40 10.0
 KU3993
 KU3993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3993!SPC NY E     -   1.00000314  x   0.99992411  =   0.99992724
 KU3993!SPC NJ       -   1.00000314  x   0.99992411  =   0.99992724
 KU3993!UTM  18      -   1.00000314  x   0.99969195  =   0.99969508
 KU3993
 KU3993:                Primary Azimuth Mark                     Grid Az
 KU3993:SPC NY E     -  ST JOHNS 1932                            044 45 29.1
 KU3993:SPC NJ       -  ST JOHNS 1932                            044 45 29.1
 KU3993:UTM  18      -  ST JOHNS 1932                            044 25 52.9
 KU3993
 KU3993|---------------------------------------------------------------------|
 KU3993| PID    Reference Object                     Distance      Geod. Az  |
 KU3993|                                                           dddmmss.s |
 KU3993| KU4008 ST JOHNS 1932                       APPROX. 1.5 KM 0450602.9 |
 KU3993| CB6020 DRIVE RM 1                            5.031 METERS 05304     |
 KU3993|---------------------------------------------------------------------|
 KU3993
 KU3993                          SUPERSEDED SURVEY CONTROL
 KU3993
 KU3993  NAD 83(1996)-  40 47 43.80373(N)    073 58 31.57584(W) AD(       ) 3
 KU3993  NAD 83(1992)-  40 47 43.80253(N)    073 58 31.57635(W) AD(       ) 3
 KU3993  NAD 83(1986)-  40 47 43.80745(N)    073 58 31.57563(W) AD(       ) 3
 KU3993  NAD 27      -  40 47 43.44200(N)    073 58 33.08000(W) AD(       ) 3
 KU3993
 KU3993.Superseded values are not recommended for survey control.
 KU3993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3993.See file dsdata.txt to determine how the superseded data were derived.
 KU3993
 KU3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8643416561(NAD 83)
 KU3993_MARKER: DS = TRIANGULATION STATION DISK
 KU3993_SETTING: 0 = UNSPECIFIED SETTING
 KU3993
 KU3993  HISTORY     - Date     Condition        Report By
 KU3993  HISTORY     - 1932     MONUMENTED       CGS
 KU3993  HISTORY     - 1933     GOOD             CGS
 KU3993  HISTORY     - 1952     GOOD             CGS
 KU3993
 KU3993                          STATION DESCRIPTION
 KU3993
 KU3993'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3993'THIS STATION IS E OF THE HUDSON RIVER, IN MANHATTAN ON THE NE
 KU3993'CORNER OF RIVERSIDE DRIVE AND W 94TH STRET ATOP THE TANK HOUSE OF
 KU3993'A 17-STORY, RED-BRICK, APARTMENT HOUSE KNOWN AS 230 RIVERSIDE
 KU3993'DRIVE.  THE TANK HOUSE RISES FROM THE SW PART OF THE ROOF.  THE
 KU3993'STATION IS IN THE SW CORNER OF THE TANK HOUSE ROOF.
 KU3993'
 KU3993'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3993'STAMPED DRIVE-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KU3993'MONUMENT SECURED TO THE CONCRETE ROOF WITH LAG-SCREWS.  A
 KU3993'STANDARD C. AND G.S. BRONZE REFERENCE DISK, STAMPED NO.1 IS
 KU3993'CEMENTED INTO A DRILL HOLE IN THE TERRA-COTTA COPING TO THE N.
 KU3993'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KU3993'
 KU3993'TO NW CORNER OF CHIMNEY 5.074 METERS
 KU3993'
 KU3993'TO SW CORNER OF CHIMNEY 4.70 METERS
 KU3993'
 KU3993'TO NW CORNER OF HATCH 5.37 METERS
 KU3993'
 KU3993'NORMAL TO S WALL (INSIDE) 1.33 METER
 KU3993'
 KU3993'NORMAL TO W WALL (INSIDE) 1.44 METER
 KU3993'
 KU3993'NORMAL TO N WALL (INSIDE) 4.76 METERS
 KU3993'
 KU3993'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KU3993'SET-UPS.  LEAD BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG
 KU3993'SLIP ON THE TAR AND GRAVEL ROOFING.
 KU3993'
 KU3993'HEIGHT OF SIGNAL ABOVE STATION MARK 1 METER.
 KU3993
 KU3993                          STATION RECOVERY (1933)
 KU3993
 KU3993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3993'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KU3993'FOLLOWING EXCEPTIONS AND ADDITIONS--
 KU3993'
 KU3993'THE CORRECT ADDRESS SHOULD READ ON THE NW CORNER OF RIVERSIDE
 KU3993'DRIVE AND W 95TH STREET.  FOLLOWING IS A CORRECTED REFERENCE
 KU3993'DISTANCE--
 KU3993'
 KU3993'TO NW CORNER OF HATCH 6.35 METERS
 KU3993'
 KU3993'THE NORMAL TO NORTH WALL (INSIDE) MEASUREMENT SHOULD BE OMITTED AS
 KU3993'INDEFINITE.  THE FOLLOWING IS AN ADDITIONAL REFERENCE MEASUREMENT--
 KU3993'
 KU3993'NORMAL TO E WALL 7.725 METERS
 KU3993
 KU3993                          STATION RECOVERY (1952)
 KU3993
 KU3993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3993'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2250 ***********************************************************************
 OF2250  DESIGNATION -  DRIVING 1925
 OF2250  PID         -  OF2250
 OF2250  STATE/COUNTY-  NY/MONROE
 OF2250  USGS QUAD   -  ROCHESTER WEST (1978)
 OF2250
 OF2250                         *CURRENT SURVEY CONTROL
 OF2250  ___________________________________________________________________
 OF2250* NAD 83(1996)-  43 10 51.14970(N)    077 37 53.66774(W)     ADJUSTED  
 OF2250* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 OF2250  ___________________________________________________________________
 OF2250  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 OF2250  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OF2250
 OF2250  HORZ ORDER  -  SECOND
 OF2250
 OF2250.The horizontal coordinates were established by classical geodetic methods
 OF2250.and adjusted by the National Geodetic Survey in January 1999..
 OF2250
 OF2250.The orthometric height was scaled from a topographic map.
 OF2250
 OF2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2250
 OF2250.The geoid height was determined by GEOID03.
 OF2250
 OF2250;                    North         East     Units Scale Factor Converg.
 OF2250;SPC NY W     -   353,702.769   427,374.713   MT  1.00001112   +0 39 04.8
 OF2250;SPC NY W     - 1,160,439.83  1,402,145.20   sFT  1.00001112   +0 39 04.8
 OF2250;UTM  18      - 4,784,263.141   286,130.061   MT  1.00016271   -1 48 05.3
 OF2250
 OF2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2250!SPC NY W     -   0.99998319  x   1.00001112  =   0.99999431
 OF2250!UTM  18      -   0.99998319  x   1.00016271  =   1.00014590
 OF2250
 OF2250:                Primary Azimuth Mark                     Grid Az
 OF2250:SPC NY W     -  ELDORADO 1925                            002 24 29.9
 OF2250:UTM  18      -  ELDORADO 1925                            004 51 40.0
 OF2250
 OF2250|---------------------------------------------------------------------|
 OF2250| PID    Reference Object                     Distance      Geod. Az  |
 OF2250|                                                           dddmmss.s |
 OF2250| OF2251 ELDORADO 1925                       439.485 METERS 0030334.7 |
 OF2250| OF2249 LEXINGTON 1925                      164.514 METERS 18931     |
 OF2250|---------------------------------------------------------------------|
 OF2250
 OF2250                          SUPERSEDED SURVEY CONTROL
 OF2250
 OF2250  NAD 83(1986)-  43 10 51.15699(N)    077 37 53.66578(W) AD(       ) 2
 OF2250  NAD 27      -  43 10 50.93300(N)    077 37 54.65800(W) AD(       ) 2
 OF2250
 OF2250.Superseded values are not recommended for survey control.
 OF2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2250.See file dsdata.txt to determine how the superseded data were derived.
 OF2250
 OF2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8613084263(NAD 83)
 OF2250
 OF2250  HISTORY     - Date     Condition        Report By
 OF2250  HISTORY     - 1925     MONUMENTED       CGS
 OF2250  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF2250  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OF2250
 OF2250                          STATION DESCRIPTION
 OF2250
 OF2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF2250'IN ROCHESTER, IN THE SIDEWALK AT THE SOUTHEAST CORNER OF
 OF2250'DRIVING PK. AND LAKE AVENUES, 3.70 METERS SOUTH OF THE CURB ON THE
 OF2250'SOUTH SIDE OF DRIVING PK., 8.18 METERS EAST OF THE EAST CURB OF
 OF2250'LAKE AVENUE AND 2.97 METERS NORTHWEST OF THE NORTHWEST CORNER
 OF2250'OF AN IRON FENCE WHICH BOUNDS THE YOUNG MENS CHRISTIAN
 OF2250'ASSOCIATION PROPERTY.  STATION IS SET AS DESCRIBED IN NOTE D-1.
 OF2250
 OF2250                          STATION RECOVERY (1977)
 OF2250
 OF2250'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2250'NOT RECOVERED, NO EXISTING TIES.
 OF2250
 OF2250                          STATION RECOVERY (1983)
 OF2250
 OF2250'RECOVERY NOTE BY US POWER SQUADRON 1983 (WAT)
 OF2250'DRIVING NOT RECOVERED - BELIEVED PAVED OVER WITH NEW CONCRETE
 OF2250'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1945 ***********************************************************************
 PH1945  DESIGNATION -  DROG IBC HILL CHS
 PH1945  PID         -  PH1945
 PH1945  STATE/COUNTY-  NY/ST LAWRENCE
 PH1945  USGS QUAD   -  SPARROWHAWK POINT (1963)
 PH1945
 PH1945                         *CURRENT SURVEY CONTROL
 PH1945  ___________________________________________________________________
 PH1945* NAD 83(1996)-  44 51 40.76104(N)    075 15 26.87760(W)     ADJUSTED  
 PH1945* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1945  ___________________________________________________________________
 PH1945  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 PH1945  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 PH1945
 PH1945  HORZ ORDER  -  THIRD
 PH1945
 PH1945.The horizontal coordinates were established by classical geodetic methods
 PH1945.and adjusted by the National Geodetic Survey in January 1999..
 PH1945
 PH1945.The orthometric height was scaled from a topographic map.
 PH1945
 PH1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1945
 PH1945.The geoid height was determined by GEOID03.
 PH1945
 PH1945;                    North         East     Units Scale Factor Converg.
 PH1945;SPC NY E     -   669,743.596    90,138.286   MT  0.99994405   -0 32 03.6
 PH1945;SPC NY E     - 2,197,317.11    295,728.69   sFT  0.99994405   -0 32 03.6
 PH1945;UTM  18      - 4,967,577.515   479,658.850   MT  0.99960509   -0 10 53.8
 PH1945
 PH1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1945!SPC NY E     -   0.99999306  x   0.99994405  =   0.99993711
 PH1945!UTM  18      -   0.99999306  x   0.99960509  =   0.99959816
 PH1945
 PH1945|---------------------------------------------------------------------|
 PH1945| PID    Reference Object                     Distance      Geod. Az  |
 PH1945|                                                           dddmmss.s |
 PH1945| PH1944 REF MON 39 59                        11.098 METERS 05815     |
 PH1945| PH1871 GRAPH DEN CHS                       APPROX. 3.5 KM 0643136.8 |
 PH1945| PH1875 CHANNEL LIGHT 97 IBC                APPROX. 1.5 KM 0680822.2 |
 PH1945| PH1950 CHANNEL LIGHT 106 IBC               APPROX. 1.6 KM 2451943.6 |
 PH1945|---------------------------------------------------------------------|
 PH1945
 PH1945                          SUPERSEDED SURVEY CONTROL
 PH1945
 PH1945  NAD 83(1986)-  44 51 40.76839(N)    075 15 26.87860(W) AD(       ) 3
 PH1945  NAD 27      -  44 51 40.56900(N)    075 15 28.14900(W) AD(       ) 3
 PH1945
 PH1945.Superseded values are not recommended for survey control.
 PH1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1945.See file dsdata.txt to determine how the superseded data were derived.
 PH1945
 PH1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7965967578(NAD 83)
 PH1945_MARKER: Z = SEE DESCRIPTION
 PH1945_SETTING: 0 = UNSPECIFIED SETTING
 PH1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1945
 PH1945  HISTORY     - Date     Condition        Report By
 PH1945  HISTORY     - 1959     MONUMENTED       CHS
 PH1945
 PH1945                          STATION DESCRIPTION
 PH1945
 PH1945'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1959
 PH1945'ON A POINT ABOUT ONE MILE DOWNSTREAM FROM PINE TREE POINT, AND TO THE
 PH1945'RIVERSIDE OF AN OLD APPLE ORCHARD.  THE STATION IS ABOUT 10 FEET FROM
 PH1945'A LOW ERODING BEACH, AND ABOUT 85 FEET EASTERLY OF THE MOST SOUTHERN
 PH1945'OF A ROW OF TREES.  REFERENCE MONUMENT 39 - 59 LIES
 PH1945'N 58 DEG 24 MIN E, DISTANT 36.38 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1998 ***********************************************************************
 PH1998  DESIGNATION -  DRUM IBC
 PH1998  PID         -  PH1998
 PH1998  STATE/COUNTY-  NY/ST LAWRENCE
 PH1998  USGS QUAD   -  RED MILLS (1963)
 PH1998
 PH1998                         *CURRENT SURVEY CONTROL
 PH1998  ___________________________________________________________________
 PH1998* NAD 83(1996)-  44 45 10.97199(N)    075 26 06.08751(W)     ADJUSTED  
 PH1998* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 PH1998  ___________________________________________________________________
 PH1998  LAPLACE CORR-           7.77  (seconds)                    DEFLEC99
 PH1998  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 PH1998
 PH1998  HORZ ORDER  -  THIRD
 PH1998
 PH1998.The horizontal coordinates were established by classical geodetic methods
 PH1998.and adjusted by the National Geodetic Survey in January 1999..
 PH1998
 PH1998.The orthometric height was scaled from a topographic map.
 PH1998
 PH1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1998
 PH1998.The geoid height was determined by GEOID03.
 PH1998
 PH1998;                    North         East     Units Scale Factor Converg.
 PH1998;SPC NY E     -   657,858.635    75,967.661   MT  0.99996738   -0 39 30.0
 PH1998;SPC NY E     - 2,158,324.54    249,237.23   sFT  0.99996738   -0 39 30.0
 PH1998;UTM  18      - 4,955,609.768   465,566.465   MT  0.99961458   -0 18 22.6
 PH1998
 PH1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1998!SPC NY E     -   0.99999313  x   0.99996738  =   0.99996051
 PH1998!UTM  18      -   0.99999313  x   0.99961458  =   0.99960771
 PH1998
 PH1998:                Primary Azimuth Mark                     Grid Az
 PH1998:SPC NY E     -  RED MILL=132 RESET                       089 25 09.8
 PH1998:UTM  18      -  RED MILL=132 RESET                       089 04 02.4
 PH1998
 PH1998|---------------------------------------------------------------------|
 PH1998| PID    Reference Object                     Distance      Geod. Az  |
 PH1998|                                                           dddmmss.s |
 PH1998| PH1984 RED MILL=132 RESET                  APPROX. 2.9 KM 0884539.8 |
 PH1998| PH1999 REF MON 51 59                        12.738 METERS 19227     |
 PH1998| PH1929 DRUMMOND IS USLS                    499.253 METERS 2220702.8 |
 PH1998|---------------------------------------------------------------------|
 PH1998
 PH1998                          SUPERSEDED SURVEY CONTROL
 PH1998
 PH1998  NAD 83(1986)-  44 45 10.97799(N)    075 26 06.09028(W) AD(       ) 3
 PH1998  NAD 27      -  44 45 10.74400(N)    075 26 07.30000(W) AD(       ) 3
 PH1998
 PH1998.Superseded values are not recommended for survey control.
 PH1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1998.See file dsdata.txt to determine how the superseded data were derived.
 PH1998
 PH1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6556655610(NAD 83)
 PH1998_MARKER: DD = SURVEY DISK
 PH1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1998+STABILITY: SURFACE MOTION
 PH1998
 PH1998  HISTORY     - Date     Condition        Report By
 PH1998  HISTORY     - 1959     MONUMENTED       IBC
 PH1998  HISTORY     - 1963     GOOD             IBC
 PH1998
 PH1998                          STATION DESCRIPTION
 PH1998
 PH1998'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1998'ON DRUMMOND ISLAND EAST OF THE JOHNSTOWN - OGDENSBURG INTERNATIONAL
 PH1998'BRIDGE.  THE STATION IS NEAR THE EASTERN END OF THE ISLAND AND
 PH1998'APPROXIMATELY 50 FEET FROM THE BANK ALONG THE RIVER.
 PH1998'
 PH1998'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1998'BRONZE - DISK STATION MARK SET FLUSH WITH THE SURFACE IN THE TOP OF A
 PH1998'CYLINDER OF CONCRETE 6 INCHES IN DIAMETER.  THE SUBSURFACE MARK
 PH1998'CONSISTS OF A SCREW SET IN A 6 - INCH CYLINDER OF CONCRETE TWO FEET
 PH1998'BELOW THE SURFACE OF THE GROUND.  THE STATION IS REFERENCED BY
 PH1998'REFERENCE MONUMENT 51 - 59, WHICH LIES S 12 DEG 27 MIN W,
 PH1998'DISTANT 41.80 FEET.
 PH1998
 PH1998                          STATION RECOVERY (1963)
 PH1998
 PH1998'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1998'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0908 ***********************************************************************
 OG0908  DESIGNATION -  DRUMMONDVILLE USLS 1875
 OG0908  PID         -  OG0908
 OG0908  STATE/COUNTY-  NY/ERIE
 OG0908  USGS QUAD   -  
 OG0908
 OG0908                         *CURRENT SURVEY CONTROL
 OG0908  ___________________________________________________________________
 OG0908* NAD 83(1996)-  43 05 22.65932(N)    079 05 45.25726(W)     ADJUSTED  
 OG0908* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 OG0908  ___________________________________________________________________
 OG0908  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 OG0908  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OG0908
 OG0908  HORZ ORDER  -  FIRST
 OG0908
 OG0908.The horizontal coordinates were established by classical geodetic methods
 OG0908.and adjusted by the National Geodetic Survey in January 1999..
 OG0908
 OG0908.The orthometric height was scaled from a topographic map.
 OG0908
 OG0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0908
 OG0908.The geoid height was determined by GEOID03.
 OG0908
 OG0908;                    North         East     Units Scale Factor Converg.
 OG0908;SPC NY W     -   343,253.983   308,267.798   MT  0.99995892   -0 21 00.6
 OG0908;SPC NY W     - 1,126,159.11  1,011,375.27   sFT  0.99995892   -0 21 00.6
 OG0908;UTM  17      - 4,772,527.384   654,975.840   MT  0.99989546   +1 18 03.7
 OG0908
 OG0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0908!SPC NY W     -   0.99997143  x   0.99995892  =   0.99993035
 OG0908!UTM  17      -   0.99997143  x   0.99989546  =   0.99986689
 OG0908
 OG0908:                Primary Azimuth Mark                     Grid Az
 OG0908:SPC NY W     -  PEKIN RESET                              063 39 10.0
 OG0908:UTM  17      -  PEKIN RESET                              062 00 05.7
 OG0908
 OG0908|---------------------------------------------------------------------|
 OG0908| PID    Reference Object                     Distance      Geod. Az  |
 OG0908|                                                           dddmmss.s |
 OG0908| OG0735 PEKIN RESET                         APPROX.20.1 KM 0631809.4 |
 OG0908|---------------------------------------------------------------------|
 OG0908
 OG0908                          SUPERSEDED SURVEY CONTROL
 OG0908
 OG0908  NAD 83(1986)-  43 05 22.66198(N)    079 05 45.23980(W) AD(       ) 1
 OG0908  NAD 27      -  43 05 22.46600(N)    079 05 46.08200(W) AD(       ) 1
 OG0908
 OG0908.Superseded values are not recommended for survey control.
 OG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0908.See file dsdata.txt to determine how the superseded data were derived.
 OG0908
 OG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5497672527(NAD 83)
 OG0908_MARKER: V = STONE MONUMENT
 OG0908_SETTING: 0 = UNSPECIFIED SETTING
 OG0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0908
 OG0908  HISTORY     - Date     Condition        Report By
 OG0908  HISTORY     - 1875     MONUMENTED       USLS
 OG0908
 OG0908                          STATION DESCRIPTION
 OG0908
 OG0908'DESCRIBED BY US LAKE SURVEY 1875
 OG0908'THIS STATION STANDS ON A SAND BANK IN THE VILLAGE OF DRUMMONDVILLE,
 OG0908'PROVINCE OF ONTARIO, ON THE NORTH SIDE OF LUNDYS LANE, ABOUT 20
 OG0908'METERS EAST OF A FRAME TOWER CALLED THE GENERAL SCOTT MONUMENT.
 OG0908'THE HEIGHT OF STATION USED WAS 44 FEET.  THE GROUND ON WHICH THE
 OG0908'STATION WAS BUILT IS NOT PERMANENT, BUT THE REFERENCE STONES ARE
 OG0908'SO SET AS NOT TO BE DISTURBED.  THE GEODETIC POINT IS MARKED BY A
 OG0908'STONE POST OF THE USUAL FORM SET 4 FEET BELOW THE SURFACE.  A
 OG0908'STONE POST IS SET DIRECTLY OVER IT AS A SURFACE MARK, AND THREE
 OG0908'REFERENCE STONES ARE SET AS FOLLOWS.  ONE IN THE SOUTHWEST CORNER
 OG0908'OF THE LOT, DISTANT 8.07 METERS.  ONE BY THE FENCE SOUTH OF THE
 OG0908'STATION, DISTANT 10.10 METERS FROM THE GEODETIC POINT, AND
 OG0908'10.3 METERS FROM THE FIRST REFERENCE STONE.  AND ONE BY THE FENCE
 OG0908'WEST OF THE STATION, DISTANT 6.76 METERS FROM THE GEODETIC POINT,
 OG0908'AND 12.44 METERS FROM THE FIRST REFERENCE STONE.  THE HEIGHT
 OG0908'OF GROUND AT THE STATION ABOVE LAKE ERIE IS 136.6 FEET.
 OG0908'ABOVE LAKE ONTARIO, 462.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1580 ***********************************************************************
 PH1580  DESIGNATION -  DUANE
 PH1580  PID         -  PH1580
 PH1580  STATE/COUNTY-  NY/FRANKLIN
 PH1580  USGS QUAD   -  LAKE TITUS (1980)
 PH1580
 PH1580                         *CURRENT SURVEY CONTROL
 PH1580  ___________________________________________________________________
 PH1580* NAD 83(1996)-  44 39 53.72493(N)    074 16 54.18144(W)     ADJUSTED  
 PH1580* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 PH1580  ___________________________________________________________________
 PH1580  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 PH1580  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 PH1580
 PH1580  HORZ ORDER  -  THIRD
 PH1580
 PH1580.The horizontal coordinates were established by classical geodetic methods
 PH1580.and adjusted by the National Geodetic Survey in January 1999..
 PH1580
 PH1580.The orthometric height was scaled from a topographic map.
 PH1580
 PH1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1580
 PH1580.The geoid height was determined by GEOID03.
 PH1580
 PH1580;                    North         East     Units Scale Factor Converg.
 PH1580;SPC NY E     -   647,664.576   167,309.206   MT  0.99990368   +0 09 12.4
 PH1580;SPC NY E     - 2,124,879.53    548,913.62   sFT  0.99990368   +0 09 12.4
 PH1580;UTM  18      - 4,945,979.659   556,940.690   MT  0.99963987   +0 30 17.8
 PH1580
 PH1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1580!SPC NY E     -   0.99993226  x   0.99990368  =   0.99983595
 PH1580!UTM  18      -   0.99993226  x   0.99963987  =   0.99957215
 PH1580
 PH1580:                Primary Azimuth Mark                     Grid Az
 PH1580:SPC NY E     -  DEBAR MT LOOKOUT TOWER                   144 24 05.7
 PH1580:UTM  18      -  DEBAR MT LOOKOUT TOWER                   144 03 00.3
 PH1580
 PH1580|---------------------------------------------------------------------|
 PH1580| PID    Reference Object                     Distance      Geod. Az  |
 PH1580|                                                           dddmmss.s |
 PH1580| PH1577 DEBAR MT LOOKOUT TOWER              APPROX. 8.4 KM 1443318.1 |
 PH1580| CZ8200 DUANE RM 2                            7.306 METERS 20844     |
 PH1580| CZ8199 DUANE RM 1                            8.388 METERS 34221     |
 PH1580|---------------------------------------------------------------------|
 PH1580
 PH1580                          SUPERSEDED SURVEY CONTROL
 PH1580
 PH1580  NAD 83(1986)-  44 39 53.73274(N)    074 16 54.18408(W) AD(       ) 3
 PH1580  NAD 27      -  44 39 53.53324(N)    074 16 55.63356(W) AD(       ) 3
 PH1580
 PH1580.Superseded values are not recommended for survey control.
 PH1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1580.See file dsdata.txt to determine how the superseded data were derived.
 PH1580
 PH1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5694145980(NAD 83)
 PH1580_MARKER: DS = TRIANGULATION STATION DISK
 PH1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PH1580
 PH1580  HISTORY     - Date     Condition        Report By
 PH1580  HISTORY     - 1963     MONUMENTED       CGS
 PH1580  HISTORY     - 1974     GOOD             NGS
 PH1580
 PH1580                          STATION DESCRIPTION
 PH1580
 PH1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 PH1580'AT THE NORTHWEST EDGE OF THE SMALL SETTLEMENT OF DUANE IN THE
 PH1580'NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 30 AND 99,
 PH1580'252 FEET NORTHWEST OF THE INTERSECTION, 75 FEET WEST OF THE
 PH1580'CENTERLINE OF HIGHWAY 30, 91 FEET EAST OF A POWER POLE, 29
 PH1580'FEET SOUTHEAST OF A WITNESS POST AND ON ROAD RIGHT-OF-WAY.
 PH1580'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DUANE 1963.
 PH1580'
 PH1580'REFERENCE MARK 1 IS 74 FEET WEST OF THE CENTERLINE OF HIGHWAY 30,
 PH1580'3 FEET EAST OF AN 8 INCH BIRCH TREE, AND 2 FEET SOUTHEAST OF A
 PH1580'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PH1580'DUANE NO 1 1963.
 PH1580'
 PH1580'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 PH1580'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS 92 FEET
 PH1580'WEST OF THE CENTERLINE OF HIGHWAY 30, 85 FEET SOUTHEAST OF THE
 PH1580'POWER POLE AND 49 FEET SOUTHWEST OF THE WITNESS POST.  THE DISK IS
 PH1580'STAMPED DUANE NO 2 1963.
 PH1580'
 PH1580'V.G. STATIONS OR LOOKOUT TOWER CAN BE USED AS AN AZIMUTH.
 PH1580'
 PH1580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PH1580
 PH1580                          STATION RECOVERY (1974)
 PH1580
 PH1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PH1580'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND ANGLES
 PH1580'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS OPEN.
 PH1580'
 PH1580'STATION IS LOCATED AT THE INTERSECTION OF NY RTES 30 AND 99
 PH1580'(COUNTY RTE. 14 GOES WEST FROM THIS CROSSROAD INTERSECTION.)
 PH1580'IT IS ABOUT 2 MILES NORTHWEST FROM THE SETTLEMENT OF DUANE, AND
 PH1580'ALONG WEST SIDE OF RTE. 30.  STATION MARK IS A STANDARD DISK STAMPED
 PH1580'DUANE 1963, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH
 PH1580'BELOW GROUND LEVEL.  IT IS 75 FEET WEST OF CENTER LINE OF
 PH1580'RTE. 30, 91 FEET EAST OF A POWER POLE, 70 FEET SOUTHWEST OF
 PH1580'MM 30-7209-1526, 27.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 PH1580'252 FEET NORTHWEST OF THE HIGHWAY INTERSECTION.
 PH1580'
 PH1580'RM NO. 1 IS A STANDARD DISK STAMPED DUANE NO 1 1963, SET IN THE
 PH1580'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES FROM
 PH1580'GROUND.  IT IS 74 FEET WEST OF CENTER LINE OF THE HIGHWAY,
 PH1580'3 FEET EAST OF A TRIPLE-TRUNKED, 8-INCH BIRCH, AND 2 FEET
 PH1580'SOUTHEAST OF THE WITNESS POST.
 PH1580'
 PH1580'RM NO. 2 IS A STANDARD DISK STAMPED DUANE NO 2 1963, CEMENTED
 PH1580'IN A DRILL HOLE IN A BOULDER FLUSH WITH GROUND.  IT IS 92 FEET
 PH1580'WEST OF CENTER LINE OF HIGHWAY AND 85 FEET EAST-SOUTHEAST OF THE
 PH1580'POWER POLE.
 PH1580'
 PH1580'TO REACH STATION FROM MALONE, GO SOUTH ON NY RTE. 30 FOR 15 MILES
 PH1580'TO INTERSECTION WITH NY RTE. 99 GOING EAST AND COUNTY RTE. 14
 PH1580'GOING WEST, AND STATION 252 FEET NORTH FROM INTERSECTION.
 PH1580'
 PH1580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH
 PH1580'OF MALONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2148 ***********************************************************************
 PG2148  DESIGNATION -  DUBRAY
 PG2148  PID         -  PG2148
 PG2148  STATE/COUNTY-  NY/CLINTON
 PG2148  USGS QUAD   -  ELLENBURG MOUNTAIN (1964)
 PG2148
 PG2148                         *CURRENT SURVEY CONTROL
 PG2148  ___________________________________________________________________
 PG2148* NAD 83(1996)-  44 45 59.38195(N)    073 47 03.18777(W)     ADJUSTED  
 PG2148* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 PG2148  ___________________________________________________________________
 PG2148  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 PG2148  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 PG2148
 PG2148  HORZ ORDER  -  SECOND
 PG2148
 PG2148.The horizontal coordinates were established by classical geodetic methods
 PG2148.and adjusted by the National Geodetic Survey in January 1999..
 PG2148
 PG2148.The orthometric height was scaled from a topographic map.
 PG2148
 PG2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2148
 PG2148.The geoid height was determined by GEOID03.
 PG2148
 PG2148;                    North         East     Units Scale Factor Converg.
 PG2148;SPC NY E     -   659,176.759   206,660.189   MT  0.99993947   +0 30 14.7
 PG2148;SPC NY E     - 2,162,649.08    678,017.64   sFT  0.99993947   +0 30 14.7
 PG2148;UTM  18      - 4,957,730.382   596,210.627   MT  0.99971383   +0 51 22.5
 PG2148
 PG2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2148!SPC NY E     -   0.99992372  x   0.99993947  =   0.99986319
 PG2148!UTM  18      -   0.99992372  x   0.99971383  =   0.99963757
 PG2148
 PG2148|---------------------------------------------------------------------|
 PG2148| PID    Reference Object                     Distance      Geod. Az  |
 PG2148|                                                           dddmmss.s |
 PG2148| DA4992 DUBRAY RM 1                           8.528 METERS 10754     |
 PG2148| DA4991 DUBRAY AZ MK                                       2215127.4 |
 PG2148| PG2139 LYON MOUNTAIN LOOKOUT TOWER         APPROX. 9.3 KM 2221308.7 |
 PG2148| DA4993 DUBRAY RM 2                          11.729 METERS 28648     |
 PG2148|---------------------------------------------------------------------|
 PG2148
 PG2148                          SUPERSEDED SURVEY CONTROL
 PG2148
 PG2148  NAD 83(1996)-  44 45 59.38469(N)    073 47 03.18557(W) AD(       ) 2
 PG2148  NAD 83(1992)-  44 45 59.38441(N)    073 47 03.18600(W) AD(       ) 2
 PG2148  NAD 83(1986)-  44 45 59.38891(N)    073 47 03.18977(W) AD(       ) 2
 PG2148  NAD 27      -  44 45 59.24720(N)    073 47 04.68180(W) AD(       ) 2
 PG2148
 PG2148.Superseded values are not recommended for survey control.
 PG2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2148.See file dsdata.txt to determine how the superseded data were derived.
 PG2148
 PG2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9621157730(NAD 83)
 PG2148_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2148_SETTING: 66 = SET IN ROCK OUTCROP
 PG2148
 PG2148  HISTORY     - Date     Condition        Report By
 PG2148  HISTORY     - 1961     MONUMENTED       CGS
 PG2148  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PG2148
 PG2148                          STATION DESCRIPTION
 PG2148
 PG2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2148'STATION IS LOCATED IN A MEADOW ABOUT 4-1/2 MILES
 PG2148'NORTHWEST OF DANNEMORA AND ABOUT 6-1/2 MILES EAST-NORTHEAST
 PG2148'OF LYON MOUNTAIN.  STATION, A STANDARD DISK, CEMENTED FLUSH
 PG2148'IN A DRILLHOLE IN OUTCROPPING ROCK AND STAMPED DUBRAY 1961
 PG2148'IS 35-1/2 FEET EAST OF THE FENCELINE AND 16.8 FEET
 PG2148'NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN.
 PG2148'
 PG2148'TO REACH FROM THE TOWN HALL IN DANNEMORA, GO NORTHWEST OF
 PG2148'STATE HIGHWAY NO. 374 FOR 4.25 MILE TO SIDE ROAD RIGHT AT
 PG2148'SCHOOL HOUSE ON RIGHT.  CONTINUE NORTHWESTERLY ON STATE
 PG2148'HIGHWAY NO. 374 FOR 0.8 MILE TO DRIVEWAY RIGHT.  (CONTINUE
 PG2148'NORTHWESTERLY ON STATE HIGHWAY NO. 374 FOR 0.1 MILE TO AZIMUTH
 PG2148'MARK ON RIGHT AS DESCRIBED.) TURN RIGHT ON DRIVEWAY, PASS TO
 PG2148'SOUTH OF BARN AND SMALL SHED AND GO EASTERLY FOR 0.15 MILE TO
 PG2148'STATION AS DESCRIBED.
 PG2148'
 PG2148'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED FLUSH IN A
 PG2148'DRILLHOLE IN OUTCROPPING ROCK AND STAMPED DUBRAY NO 1 1961
 PG2148'IS 36.2 FEET EAST OF A STEEL WITNESS POST WITH METAL SIGN.
 PG2148'
 PG2148'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A
 PG2148'DRILLHOLE IN OUTCROPPING ROCK AND STAMPED DUBRAY NO 2 1961
 PG2148'IS 37-1/2 FEET NORTHWEST OF A STEEL WITNESS POST WITH
 PG2148'METAL SIGN AND 2.0 FEET NORTHWEST OF FENCELINE.
 PG2148'
 PG2148'AZIMUTH MARK, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 PG2148'IN OUTCROPPING ROCK AND STAMPED DUBRAY 1961 IS 50 FEET
 PG2148'NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 75
 PG2148'FEET NORTHWEST OF POWERLINE POLE AND 23.2 FEET NORTH OF STEEL
 PG2148'WITNESS POST WITH METAL SIGN AND FENCELINE.
 PG2148
 PG2148                          STATION RECOVERY (1974)
 PG2148
 PG2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PG2148'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PG2148'CONDITION.  AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED
 PG2148'BURIED UNDER ABOUT 6 FEET OF FILL.  DISTANCE AND ANGLES TO
 PG2148'REFERENCE MARKS WERE NOT CHECKED.
 PG2148'
 PG2148'STATION IS LOCATED IN A MEADOW, ON A BEDROCK AREA.  STATION
 PG2148'MARK IS A STANDARD DISK STAMPED DUBRAY 1961, CEMENTED IN
 PG2148'BEDROCK FLUSH WITH SURROUNDING AREA.  IT IS 35.5 FEET SOUTHEAST
 PG2148'OF A FENCE LINE AND 16.8 FEET NORTHEAST OF A METAL WITNESS POST.
 PG2148'
 PG2148'RM NO. 1 IS A STANDARD DISK STAMPED DUBRAY NO 1 1961, CEMENTED
 PG2148'IN A DRILL HOLE IN BEDROCK FLUSH WITH SURROUNDING AREA, 36.2
 PG2148'FEET EAST OF THE METAL WITNESS POST.
 PG2148'
 PG2148'RM NO. 2 IS A STANDARD DISK STAMPED DUBRAY NO 2 1961, CEMENTED
 PG2148'IN A DRILL HOLE IN BEDROCK FLUSH WITH SURROUNDING AREA.  IT
 PG2148'IS 2 FEET NORTHWEST OF FENCE LINE AND 37.5 FEET NORTH OF THE
 PG2148'METAL WITNESS POST.
 PG2148'
 PG2148'AZIMUTH MARK WAS DESCRIBED IN 1961 AS FOLLOWS--A STANDARD DISK
 PG2148'CEMENTED FLUSH IN DRILL HOLE IN OUTCROPPING ROCK AND STAMPED
 PG2148'DUBRAY 1961 IS 50 FEET NORTH OF APPROXIMATE CENTER LINE OF THE
 PG2148'HIGHWAY, 75 FEET NORTHWEST OF POWER LINE POLE AND 23.2 FEET
 PG2148'NORTH OF STEEL WITNESS POST WITH METAL SIGN IN FENCELINE.
 PG2148'
 PG2148'TO REACH STATION FROM THE TOWN HALL IN DANNEMORA, GO NORTHWEST
 PG2148'ON NY RTE. 374 FOR 4.25 MILES TO SIDE ROAD RIGHT AT SCHOOL HOUSE
 PG2148'ON RIGHT.  CONTINUE NORTHWEST ON RTE. 374 FOR 0.8 MILE TO
 PG2148'DRIVEWAY ON RIGHT.  FOLLOW DRIVEWAY TO NORTH SIDE OF OLD BARN
 PG2148'FOUNDATION AND SHED FOR 0.15 MILE TO STATION.
 PG2148'
 PG2148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG2148'4-1/2 MILES NW OF DANNEMORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4444 ***********************************************************************
 LX4444  DESIGNATION -  DUCK
 LX4444  PID         -  LX4444
 LX4444  STATE/COUNTY-  NY/ORANGE
 LX4444  USGS QUAD   -  WAPPINGERS FALLS (1981)
 LX4444
 LX4444                         *CURRENT SURVEY CONTROL
 LX4444  ___________________________________________________________________
 LX4444* NAD 83(1996)-  41 33 03.77866(N)    073 59 36.24597(W)     ADJUSTED  
 LX4444* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX4444  ___________________________________________________________________
 LX4444  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LX4444  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LX4444
 LX4444  HORZ ORDER  -  THIRD
 LX4444
 LX4444.The horizontal coordinates were established by classical geodetic methods
 LX4444.and adjusted by the National Geodetic Survey in January 1999..
 LX4444
 LX4444.The orthometric height was scaled from a topographic map.
 LX4444
 LX4444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4444
 LX4444.The geoid height was determined by GEOID03.
 LX4444
 LX4444;                    North         East     Units Scale Factor Converg.
 LX4444;SPC NY E     -   301,864.523   192,261.627   MT  0.99992197   +0 20 09.7
 LX4444;SPC NY E     -   990,367.19    630,778.35   sFT  0.99992197   +0 20 09.7
 LX4444;UTM  18      - 4,600,420.881   583,948.004   MT  0.99968672   +0 40 03.7
 LX4444
 LX4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4444!SPC NY E     -   1.00000485  x   0.99992197  =   0.99992682
 LX4444!UTM  18      -   1.00000485  x   0.99968672  =   0.99969157
 LX4444
 LX4444|---------------------------------------------------------------------|
 LX4444| PID    Reference Object                     Distance      Geod. Az  |
 LX4444|                                                           dddmmss.s |
 LX4444| AI9706 DUCK RM 1                             6.530 METERS 04447     |
 LX4444| LX4450 EMPIRE                              APPROX. 2.3 KM 1550402.7 |
 LX4444| AI9707 DUCK RM 2                            11.250 METERS 31437     |
 LX4444|---------------------------------------------------------------------|
 LX4444
 LX4444                          SUPERSEDED SURVEY CONTROL
 LX4444
 LX4444  NAD 83(1986)-  41 33 03.78075(N)    073 59 36.24815(W) AD(       ) 3
 LX4444  NAD 27      -  41 33 03.44900(N)    073 59 37.74600(W) AD(       ) 3
 LX4444
 LX4444.Superseded values are not recommended for survey control.
 LX4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4444.See file dsdata.txt to determine how the superseded data were derived.
 LX4444
 LX4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8394800421(NAD 83)
 LX4444_MARKER: DS = TRIANGULATION STATION DISK
 LX4444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX4444_STAMPING: DUCK 1933
 LX4444_MARK LOGO: CGS   
 LX4444_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4444
 LX4444  HISTORY     - Date     Condition        Report By
 LX4444  HISTORY     - 1933     MONUMENTED       CGS
 LX4444  HISTORY     - 19850220 GOOD             NGS
 LX4444
 LX4444                          STATION DESCRIPTION
 LX4444
 LX4444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CAE)
 LX4444'THIS STATION IS LOCATED ON THE W BANK OF THE HUDSON RIVER
 LX4444'ABOUT 1/2 MILE S OF THE VILLAGE OF ROSETON ON THE E END OF THE
 LX4444'S WING OF A CEMENT CULVERT.  IT IS MARKED BY A STANDARD DISK
 LX4444'STAMPED DUCK 1933 CEMENTED IN A DRILL HOLE.
 LX4444'
 LX4444'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED DUCK 1933
 LX4444'NO.1 CEMENTED IN A DRILL HOLE IN THE E END OF THE N WALL OF THE
 LX4444'SAME CULVERT AND REFERENCE MARK NO.2 IS A STANDARD DISK IN THE
 LX4444'W END OF THE S WING OF THE CULVERT.
 LX4444
 LX4444                          STATION RECOVERY (1985)
 LX4444
 LX4444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LX4444'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LX4444'CONDITION.  THE DRILL HOLE FOR REFERENCE MARK 1 WAS ALSO RECOVERED. A
 LX4444'NEW DISK WAS SET IN THE CENTER OF THE DRILL HOLE.  THE DIRECTIONS TO
 LX4444'THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 LX4444'BUT A LONGER DISTANCE OF 0.04 FT (1.22 CM) WAS NOTED TO REFERENCE MARK
 LX4444'2.  A NEW DESCRIPTION FOLLOWS.
 LX4444'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH NORTHEAST OF
 LX4444'NEWBURGH, 0.8 KM (0.50 MI) SOUTH OF ROSETON, ON THE WEST BANK OF THE
 LX4444'HUDSON RIVER AND AT THE SOUTHEAST CORNER OF A SMALL BRIDGE WHERE THE
 LX4444'RAILROAD TRACKS PASS OVER A INLET FROM THE RIVER.  TO REACH THE
 LX4444'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND US HIGHWAY 9W,
 LX4444'IN NEWBURGH, GO NORTH ON HIGHWAY 9W FOR 1.8 KM (1.10 MI) TO A
 LX4444'CROSSROAD.  TURN RIGHT AND GO EAST ON FOSTERTOWN ROAD FOR 0.1 KM (0.05
 LX4444'MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON BALMVILLE ROAD FOR
 LX4444'0.2 KM (0.10 MI) TO A 3-WAY FORK.  TAKE THE MIDDLE ROAD AND GO
 LX4444'SOUTHEAST ON COMMONWEALTH AVENUE FOR 0.2 KM (0.10 MI) TO GRAND AVENUE
 LX4444'ON THE RIGHT.  KEEP LEFT AND GO DOWN HILL ON COMMONWEALTH AVENUE FOR
 LX4444'0.6 KM (0.35 MI) TO THE RAILROAD TRACKS.  GO NORTHEAST ALONG THE WEST
 LX4444'SIDE OF THE RAILROAD TRACKS FOR 1.4 KM (0.85 MI) TO STATION BIG 1933
 LX4444'ON THE RIGHT.  CONTINUE NORTHEAST ALONG TRACKS FOR 1.6 KM (1.00 MI) TO
 LX4444'THE STATION ON THE RIGHT.
 LX4444'THE STATION IS A STANDARD NGS DISK STAMPED--DUCK 1933--, CEMENTED IN A
 LX4444'DRILL HOLE IN THE EAST END OF THE SOUTH WINGWALL OF A 24 FT (7.3 M)
 LX4444'LONG METAL BRIDGE AND CONCRETE WINGWALLS.  IT IS LOCATED 2.7 M (8.9
 LX4444'FT) SE FROM THE MOST EASTERLY RAIL OF RAILROAD TRACKS.
 LX4444'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--DUCK 1933 NO 1
 LX4444'1985--, CEMENTED IN A DRILL HOLE IN THE EAST END OF THE NORTH CONCRETE
 LX4444'WINGWALL OF BRIDGE LOCATED 2.7 M (8.9 FT) SE FROM THE MOST EASTERLY
 LX4444'RAIL OF RAILROAD TRACKS.
 LX4444'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--DUCK 1933 NO 2
 LX4444'1933--, CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTH CONCRETE
 LX4444'WINGWALL OF BRIDGE LOCATED 7.0 M (23.0 FT) NW FROM THE MOST WESTERLY
 LX4444'RAIL OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9629 ***********************************************************************
 AA9629  DESIGNATION -  DUCK
 AA9629  PID         -  AA9629
 AA9629  STATE/COUNTY-  NY/SUFFOLK
 AA9629  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9629
 AA9629                         *CURRENT SURVEY CONTROL
 AA9629  ___________________________________________________________________
 AA9629* NAD 83(1996)-  40 55 30.27224(N)    073 22 40.25361(W)     ADJUSTED  
 AA9629* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AA9629  ___________________________________________________________________
 AA9629  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA9629  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA9629
 AA9629  HORZ ORDER  -  THIRD
 AA9629
 AA9629.The horizontal coordinates were established by classical geodetic methods
 AA9629.and adjusted by the National Geodetic Survey in January 1999..
 AA9629
 AA9629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9629
 AA9629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9629
 AA9629.The geoid height was determined by GEOID03.
 AA9629
 AA9629;                    North         East     Units Scale Factor Converg.
 AA9629;SPC NY L     -    84,405.088   352,403.422   MT  0.99999575   +0 24 25.0
 AA9629;SPC NY L     -   276,919.03  1,156,176.89   sFT  0.99999575   +0 24 25.0
 AA9629;UTM  18      - 4,531,706.532   636,582.443   MT  0.99982960   +1 03 46.0
 AA9629
 AA9629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9629!SPC NY L     -   1.00000445  x   0.99999575  =   1.00000020
 AA9629!UTM  18      -   1.00000445  x   0.99982960  =   0.99983405
 AA9629
 AA9629                          SUPERSEDED SURVEY CONTROL
 AA9629
 AA9629  NAD 83(1996)-  40 55 30.27481(N)    073 22 40.25281(W) AD(       ) 3
 AA9629  NAD 83(1986)-  40 55 30.27547(N)    073 22 40.25460(W) AD(       ) 3
 AA9629  NGVD 29 (01/19/96)    2.4    (m)            8.     (f) VERT ANG       
 AA9629
 AA9629.Superseded values are not recommended for survey control.
 AA9629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9629.See file dsdata.txt to determine how the superseded data were derived.
 AA9629
 AA9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3658231707(NAD 83)
 AA9629_MARKER: DD = SURVEY DISK
 AA9629_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9629_SP_SET: LARGE CONCRETE BULKHEAD
 AA9629_STAMPING: DUCK 1990
 AA9629_MARK LOGO: NOS   
 AA9629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9629+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9629
 AA9629  HISTORY     - Date     Condition        Report By
 AA9629  HISTORY     - 1990     MONUMENTED       NOS
 AA9629
 AA9629                          STATION DESCRIPTION
 AA9629
 AA9629'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9629'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9629'OF THE ISLAND ABOUT 3.5 NAUTICAL MILES NORTHEAST OF HUNTINGTON ON THE
 AA9629'NORTH SHORE OF NORTHPORT BAY AT THE SOUTHERNMOST TIP OF DUCK ISLAND
 AA9629'AND DIRECTLY BELOW THE BLUFF AND THE HOUSE WHICH OCCUPIES THE BLUFF
 AA9629'(THE CRARY RESIDENCE) ON THE TOP OF A CONCRETE AND STONE SEAWALL AND
 AA9629'JUST WEST OF THE EASTERN END OF THE SEAWALL NEAR A LONE DOUBLE TRUNKED
 AA9629'CEDAT TREE GROWING JUST INSIDE OF A CONCRETE RETAINING WALL IMMEDIATLY
 AA9629'BELOW THE HIGHEST PART OF THE BLUFF.  TO REACH THE STATION FROM THE
 AA9629'JUNCTION OF N.Y. HWY 25A (FORT SALONGA ROAD) AND RESERVOIR AVENUE IN
 AA9629'NORTHPORT, GO NORTH ON RESERVOIR AVENUE FOR 0.75 KM (0.45 MI) TO THE
 AA9629'JUNCTION WITH CHURCH STREET, TURN LEFT ON CHURCH STREET AND PROCEED IN
 AA9629'A NORTHERLY DIRECTION FOR 0.55 KM (0.35 MI) TO A TRAFFIC LIGHT AT THE
 AA9629'JUNCTION WITH MAIN STREET, PROCEED STRAIGHT ACROSS ONTO OCEAN AVENUE
 AA9629'AND GO IN A NORTHERLY DIRECTION FOR 2.1 KM (1.30 MI) TO THE JUNCTION
 AA9629'WITH EATONS NECK ROAD, TURN LEFT ON EATONS NECK ROAD AND PROCEED WEST
 AA9629'AND NORTH FOR 3.25 KM (2.00 MI) TO DUCK ISLAND ROAD ON THE LEFT, TURN
 AA9629'LEFT ONTO DUCK ISLAND ROAD AND PROCEED TO THE END OF THE ROAD AT THE
 AA9629'CRARY RESIDENCE.  FROM THIS POINT WALK ALONG THE SHORELINE TO THE
 AA9629'SOUTHERNMOST POINT OF THE CONCRETE AND STONE SEAWALL AND THE STATION.
 AA9629'THE STATION MARK IS AN NOS BRONZE DISK STAMPED ---DUCK 1990--- WHICH
 AA9629'IS CEMENTED INTO A DRILL HOLE IN THE SURFACE CONCRETE OF THE MASSIVE
 AA9629'SEAWALL FACING THE SOUTHERN POINT OF DUCK ISLAND.  IT IS 21.54 M
 AA9629'(70.67 FT) WEST OF THE EAST END OF THE SEAWALL, 6.250 M (20.505 FT)
 AA9629'EAST-SOUTHEAST OF A 15 FOOT (4.6 M) OAK TREE WITH A 6 INCH TRUNK
 AA9629'GROWING 1 M (3.3 FT) NORTH OF A CONCRETE RETAINING WALL, 3.47 M (11.38
 AA9629'FT) SOUTHWEST OF A LONE CEDAR TREE GROWING JUST INSIDE OF THE CONCRETE
 AA9629'RETAINING WALL, 1.45 M (4.76 FT) SOUTH OF THE SEAWARD EDGE OF THE
 AA9629'CONCRETE RETAINING WALL AND 1.315 M (4.314 FT) NORTH OF THE SEAWARD
 AA9629'EDGE OF THE SEAWALL.  THE STATION IS NEARLY ON LINE BETWEEN WINKLE
 AA9629'POINT AND THE LILCO POWER PLANT STACKS.  DESCRIBED BY C S MIDDLETON
 AA9629'JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2719 ***********************************************************************
 KU2719  DESIGNATION -  DUCK ISLAND
 KU2719  PID         -  KU2719
 KU2719  STATE/COUNTY-  NY/SUFFOLK
 KU2719  USGS QUAD   -  LLOYD HARBOR (1967)
 KU2719
 KU2719                         *CURRENT SURVEY CONTROL
 KU2719  ___________________________________________________________________
 KU2719* NAD 83(1996)-  40 55 30.93526(N)    073 22 40.59594(W)     ADJUSTED  
 KU2719* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KU2719  ___________________________________________________________________
 KU2719  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 KU2719  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 KU2719
 KU2719  HORZ ORDER  -  THIRD
 KU2719
 KU2719.The horizontal coordinates were established by classical geodetic methods
 KU2719.and adjusted by the National Geodetic Survey in January 1999..
 KU2719
 KU2719.The orthometric height was scaled from a topographic map.
 KU2719
 KU2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2719
 KU2719.The geoid height was determined by GEOID03.
 KU2719
 KU2719;                    North         East     Units Scale Factor Converg.
 KU2719;SPC NY L     -    84,425.483   352,395.267   MT  0.99999576   +0 24 24.8
 KU2719;SPC NY L     -   276,985.94  1,156,150.14   sFT  0.99999576   +0 24 24.8
 KU2719;SPC CT       -   162,801.560   251,907.244   MT  1.00003912   -0 24 58.9
 KU2719;SPC CT       -   534,124.78    826,465.68   sFT  1.00003912   -0 24 58.9
 KU2719;UTM  18      - 4,531,726.830   636,574.057   MT  0.99982958   +1 03 45.8
 KU2719
 KU2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2719!SPC NY L     -   1.00000374  x   0.99999576  =   0.99999950
 KU2719!SPC CT       -   1.00000374  x   1.00003912  =   1.00004286
 KU2719!UTM  18      -   1.00000374  x   0.99982958  =   0.99983332
 KU2719
 KU2719|---------------------------------------------------------------------|
 KU2719| PID    Reference Object                     Distance      Geod. Az  |
 KU2719|                                                           dddmmss.s |
 KU2719| CB6021 DUCK ISLAND RM                        9.090 METERS 01146     |
 KU2719| KU2550 BOATHOUSE WEST GABLE                APPROX. 1.1 KM 0611334.5 |
 KU2719| KU2569 ASHAROKEN BCH CHESEBROUGHS HSE      APPROX. 1.3 KM 0665937.8 |
 KU2719| KU2565 RED ROOFED HOUSE CHIMNEY            APPROX. 1.2 KM 0684822.9 |
 KU2719| KU2567 TWIN SMOKEPIPES                     APPROX. 1.3 KM 0773817.0 |
 KU2719| KU2563 GREEN ROOFED HOUSE CHIMNEY          APPROX. 2.0 KM 0842151.8 |
 KU2719| KU2572 ASHAROKEN BEACH OLD HOUSE CUP       APPROX. 2.5 KM 0910610.4 |
 KU2719| KU2557 CHESEBROS BOATHOUSE                 APPROX. 2.4 KM 1112724.8 |
 KU2719| KU2553 CHESEBROS SW CHIMNEY                APPROX. 2.4 KM 1133253.0 |
 KU2719| KU2568 JAMES HYDROGRAPHIC SIGNAL           APPROX. 2.4 KM 1214734.6 |
 KU2719| KU2562 LARGE HOUSE ON BLUFF CHIMNEY        APPROX. 2.6 KM 1335033.8 |
 KU2719| KU2571 NORTHPORT EAST STACK                APPROX. 3.6 KM 1433416.6 |
 KU2719| KU2570 NORTHPORT WEST STACK                APPROX. 3.6 KM 1433842.3 |
 KU2719| KU2549 LILLYS FLAGSTAFF                    APPROX. 4.3 KM 1471113.8 |
 KU2719| KU2554 VANDERBILTS FLAGSTAFF               APPROX. 2.4 KM 1574503.3 |
 KU2719| KU2742 STEWARTS CHIMNEY                    APPROX. 1.4 KM 1681220.5 |
 KU2719| KU2671 NEWELLS HOUSE WEST CHIMNEY          APPROX. 2.7 KM 2063211.9 |
 KU2719| KU2654 NEWELLS TANK                        APPROX. 2.7 KM 2071328.9 |
 KU2719|---------------------------------------------------------------------|
 KU2719
 KU2719                          SUPERSEDED SURVEY CONTROL
 KU2719
 KU2719  NAD 83(1996)-  40 55 30.93771(N)    073 22 40.59539(W) AD(       ) 3
 KU2719  NAD 83(1992)-  40 55 30.93711(N)    073 22 40.59338(W) AD(       ) 3
 KU2719  NAD 83(1986)-  40 55 30.93885(N)    073 22 40.59641(W) AD(       ) 3
 KU2719  NAD 27      -  40 55 30.58800(N)    073 22 42.18000(W) AD(       ) 3
 KU2719
 KU2719.Superseded values are not recommended for survey control.
 KU2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2719.See file dsdata.txt to determine how the superseded data were derived.
 KU2719
 KU2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3657431727(NAD 83)
 KU2719_MARKER: DS = TRIANGULATION STATION DISK
 KU2719_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2719_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2719
 KU2719  HISTORY     - Date     Condition        Report By
 KU2719  HISTORY     - 1916     MONUMENTED       CGS
 KU2719  HISTORY     - 1931     MARK NOT FOUND   CGS
 KU2719  HISTORY     - 1939     MARK NOT FOUND   CGS
 KU2719  HISTORY     - 1958     GOOD             CGS
 KU2719  HISTORY     - 1970     GOOD             NGS
 KU2719
 KU2719                          STATION DESCRIPTION
 KU2719
 KU2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (WCH)
 KU2719'THE STATION IS IN THE EDGE OF THE WOODS ON THE CREST OF DUCK
 KU2719'ISLAND BLUFF AND AS FAR TO THE EASTWARD AS IT WAS POSSIBLE TO GET
 KU2719'AND STILL SEE SANDWORKS.  THE REFERENCE MARK WAS PLACED BACK IN
 KU2719'THE WOODS FOR GREATER SAFETY IN CASE OF WASTING OF THE BLUFF, BUT
 KU2719'IT DOES NOT SEEM PROBABLE THAT THERE WILL BE ANY SERIOUS WASTE, AS
 KU2719'A STONE SEA WALL HAS BEEN BUILT AROUND THE FOOT OF THE BLUFF AND
 KU2719'THE BAY IS TOO SMALL TO DEVELOP ANY VERY VIOLENT WAVES.
 KU2719'
 KU2719'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE
 KU2719'TOP OF A TILE, AS DESCRIBED IN NOTES 6B AND 13B.  UNDERGROUND
 KU2719'MARK IS A BOTTLE IN AN UPRIGHT POSITION EMBEDDED IN EARTH 3 FEET
 KU2719'BELOW THE SURFACE OF THE GROUND, AS DESCRIBED IN NOTE 10A.
 KU2719'
 KU2719'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 KU2719
 KU2719                          STATION RECOVERY (1931)
 KU2719
 KU2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2719'THE REFERENCE MARK WAS RECOVERED AS DESCRIBED.  IT IS NOW IN THE
 KU2719'CENTER OF A FLOWER BED.
 KU2719'
 KU2719'A LARGE SUMMER HOME HAS BEEN BUILT ON TOP OF THE BLUFF ABOUT 50
 KU2719'METERS BEHIND THE STATION AND CONSIDERABLE GRADING AND SODDING
 KU2719'HAVE BEEN DONE ALONG THE CREST OF THE BLUFF OBSCURING THE STATION.
 KU2719'
 KU2719'A DISTANCE AND DIRECTION FROM THE REFERENCE MARK SHOWED THE
 KU2719'STATION TO BE NEAR THE EDGE OF A SODDED LAWN.
 KU2719'
 KU2719'THE OWNER OF THE PROPERTY OBJECTED TO ANY DIGGING SO NO FURTHER
 KU2719'SEARCH WAS MADE AT THE TIME.
 KU2719'
 KU2719'THE STATION IS PROBABLY UNDISTURBED THOUGH BURIED.
 KU2719
 KU2719                          STATION RECOVERY (1939)
 KU2719
 KU2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FRG)
 KU2719'POINT HAS BEEN EXTENSIVELY LANDSCAPED BY PRESENT OWNER M.D. CRARY.
 KU2719'REFERENCE MARK WAS FOUND WITH AID OF THE SUPERINTENDENT OF THE
 KU2719'ESTATE IN A FLOWER BED AND COVERED BY 6 INCHES OF SOIL.
 KU2719'MEASUREMENT PLACED THE STATION MARK NEAR THE EDGE OF THE BLUFF,
 KU2719'BUT NO TRACE OF IT WAS FOUND BY DIGGING, NOR HAD THE
 KU2719'SUPERINTENDENT EVER SEEN IT.  STATION MARK IS BELIEVED TO BE LOST.
 KU2719'EXTENSIVE DIGGING OR ESTABLISHING A NEW STATION AT THIS POINT WAS
 KU2719'IMPRACTICAL BECAUSE OF LANDSCAPING.
 KU2719
 KU2719                          STATION RECOVERY (1958)
 KU2719
 KU2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JBB)
 KU2719'MONUMENT DUCK ISLAND IS 8 IN. UNDER SOD AT EDGE OF A FLOWER BED
 KU2719'AS OF JUNE 1952.  DISTANCE TO REFERENCE POINT IS 29.82 FT.
 KU2719
 KU2719                          STATION RECOVERY (1970)
 KU2719
 KU2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RCI)
 KU2719'LETTER OF MR. RAYMOND C. INGERSOLL, PELHAM, N.Y. DATED NOV 9, 1970--
 KU2719'
 KU2719'FOUND THE STATION MARK 5 INCHES BELOW THE SURFACE OF GROUND.  THE
 KU2719'MARK IS APPROXIMATELY 5 FEET N OF THE EDGE OF THE BANK AND ON THE
 KU2719'EDGE OF A GRASSY PATH ALONG THE EDGE OF A FLOWER BED.  THERE TWO
 KU2719'OAK TREES BETWEEN THE MARK AND THE EDGE OF BANK THAT WOULD PROTECT
 KU2719'THE MARK FROM EROSION.  PLACED A WIRE FLOWER STAKE NEXT TO THE
 KU2719'STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3391 ***********************************************************************
 KU3391  DESIGNATION -  DUCK POINT 1903
 KU3391  PID         -  KU3391
 KU3391  STATE/COUNTY-  NY/KINGS
 KU3391  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU3391
 KU3391                         *CURRENT SURVEY CONTROL
 KU3391  ___________________________________________________________________
 KU3391* NAD 83(1996)-  40 37 17.91895(N)    073 50 58.97021(W)     ADJUSTED  
 KU3391* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3391  ___________________________________________________________________
 KU3391  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KU3391  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU3391
 KU3391  HORZ ORDER  -  SECOND
 KU3391
 KU3391.The horizontal coordinates were established by classical geodetic methods
 KU3391.and adjusted by the National Geodetic Survey in January 1999..
 KU3391
 KU3391.The orthometric height was scaled from a topographic map.
 KU3391
 KU3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3391
 KU3391.The geoid height was determined by GEOID03.
 KU3391
 KU3391;                    North         East     Units Scale Factor Converg.
 KU3391;SPC NY L     -    50,534.081   312,716.403   MT  1.00000281   +0 05 53.9
 KU3391;SPC NY L     -   165,793.90  1,025,970.40   sFT  1.00000281   +0 05 53.9
 KU3391;UTM  18      - 4,497,393.254   597,292.910   MT  0.99971651   +0 44 56.3
 KU3391
 KU3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3391!SPC NY L     -   1.00000507  x   1.00000281  =   1.00000788
 KU3391!UTM  18      -   1.00000507  x   0.99971651  =   0.99972158
 KU3391
 KU3391:                Primary Azimuth Mark                     Grid Az
 KU3391:SPC NY L     -  RUFFLE BAR 3 1908                        194 48 23.1
 KU3391:UTM  18      -  RUFFLE BAR 3 1908                        194 09 20.7
 KU3391
 KU3391|---------------------------------------------------------------------|
 KU3391| PID    Reference Object                     Distance      Geod. Az  |
 KU3391|                                                           dddmmss.s |
 KU3391| KU3383 RUFFLE BAR 3 1908                   APPROX. 3.0 KM 1945417.0 |
 KU3391| KU3494 BERGEN BEACH SPIRE                  APPROX. 4.1 KM 2641446.5 |
 KU3391| KU3541 CANARSIE AMUSE PK LG SWING MST      APPROX. 3.3 KM 2845230.3 |
 KU3391| KU3528 CANARSIE SANITARY LAUNDRY STK       APPROX. 3.5 KM 2864015.0 |
 KU3391|---------------------------------------------------------------------|
 KU3391
 KU3391                          SUPERSEDED SURVEY CONTROL
 KU3391
 KU3391  NAD 83(1986)-  40 37 17.92102(N)    073 50 58.96898(W) AD(       ) 2
 KU3391  NAD 27      -  40 37 17.54600(N)    073 51 00.48200(W) AD(       ) 2
 KU3391
 KU3391.Superseded values are not recommended for survey control.
 KU3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3391.See file dsdata.txt to determine how the superseded data were derived.
 KU3391
 KU3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9729397393(NAD 83)
 KU3391
 KU3391  HISTORY     - Date     Condition        Report By
 KU3391  HISTORY     - 1903     MONUMENTED       CGS
 KU3391  HISTORY     - 1914     SEE DESCRIPTION  CGS
 KU3391  HISTORY     - 1931     GOOD             CGS
 KU3391  HISTORY     - 1934     GOOD             CGS
 KU3391  HISTORY     - 1947     POOR             CGS
 KU3391
 KU3391                          STATION DESCRIPTION
 KU3391
 KU3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 KU3391'STATION LOCATED ON WHAT IS KNOWN AS THE PUMPKIN PATCH ON THE
 KU3391'GROUND OF JOHN WHITTAKER, AMONG THE DUCK POINT MARSHES.  STATION
 KU3391'WAS 16.9 FEET FROM BULKHEAD TO SE, AND 12.74 METERS FROM WOODEN
 KU3391'BULKHEAD TO SW.  A 16-FOOT TRIPOD ERECTED OVER STATION.  STATION
 KU3391'MARKED BY THE REGULAR U.S.C. AND G.S. BRASS MARKING BOLT SET IN A
 KU3391'GRANITE BLOCK 6 INCHES SQUARE AND 3 FEET LONG, WHICH WAS SET IN
 KU3391'A CONCRETE BLOCK 3 FEET SQUARE AND 4 FEET DEEP.  THE EXACT POINT
 KU3391'MARKED BY A SMALL DRILL HOLE IN TOP OF BOLT.
 KU3391'
 KU3391'IN 1914 RECOVERED, AND REPORTED THAT IRON DOOR TO CHAMBER
 KU3391'CONTAINING IRON BOLT BADLY CORRODED.
 KU3391
 KU3391                          STATION RECOVERY (1931)
 KU3391
 KU3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU3391'RECOVERED IN FAIR CONDITION AS ORIGINALLY DESCRIBED.
 KU3391'
 KU3391'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS IN THE
 KU3391'WESTERN PORTION OF JAMAICA BAY, ON AN ISLAND OF THE DUCK POINT
 KU3391'MARSHES, N AND W OF PUMPKIN PATCH CHANNEL.  IT IS LOCATED NEAR
 KU3391'THE CENTER OF THIS SMALL ISLET OF SAND AND SHELL FILL, HELD IN
 KU3391'PLACE BY WOODEN RETAINING BULKHEADS ON THE E, S AND W SIDES.  IT
 KU3391'IS 12.7 METERS N OF THE S BULKHEAD, 16.9 METERS W OF THE E
 KU3391'BULKHEAD, AND 34 METERS W OF THE CUPOLA-APEX OF A SQUARE YELLOW
 KU3391'HOUSE (SEE DESCRIPTION FOR CUPOLA-1931) LOCATED ON AN
 KU3391'ADJOINING ISLAND.
 KU3391'
 KU3391'CENTER IS MARKED BY AN OLD-STYLE C. AND G.S. BRASS BOLT SET IN A
 KU3391'6- BY 6-INCH BY 3-FOOT GRANITE POST SET IN CONCRETE 3- BY 3- BY
 KU3391'4-FEET.
 KU3391
 KU3391                          STATION RECOVERY (1934)
 KU3391
 KU3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MOW)
 KU3391'RECOVERED AS DESCRIBED IN TRIANGULATION OF GREATER NEW YORK
 KU3391'AND VICINITY 1903-08.
 KU3391'
 KU3391'ONE REFERENCE MARK WAS ESTABLISHED, A STANDARD DISK SET IN A
 KU3391'TERRA COTTA PIPE.
 KU3391
 KU3391                          STATION RECOVERY (1947)
 KU3391
 KU3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KU3391'A MONUMENT WAS RECOVERED WITH TOP BROKEN OFF 38.61 METERS FROM
 KU3391'REFERENCE MARK 1.  REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9630 ***********************************************************************
 AA9630  DESIGNATION -  DUCKEN
 AA9630  PID         -  AA9630
 AA9630  STATE/COUNTY-  NY/SUFFOLK
 AA9630  USGS QUAD   -  NORTHPORT (1979)
 AA9630
 AA9630                         *CURRENT SURVEY CONTROL
 AA9630  ___________________________________________________________________
 AA9630* NAD 83(1996)-  40 55 50.00665(N)    073 22 18.53031(W)     ADJUSTED  
 AA9630* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 AA9630  ___________________________________________________________________
 AA9630  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA9630  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AA9630
 AA9630  HORZ ORDER  -  THIRD
 AA9630
 AA9630.The horizontal coordinates were established by classical geodetic methods
 AA9630.and adjusted by the National Geodetic Survey in January 1999..
 AA9630
 AA9630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9630
 AA9630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9630
 AA9630.The geoid height was determined by GEOID03.
 AA9630
 AA9630;                    North         East     Units Scale Factor Converg.
 AA9630;SPC NY L     -    85,017.463   352,907.308   MT  0.99999588   +0 24 39.2
 AA9630;SPC NY L     -   278,928.13  1,157,830.06   sFT  0.99999588   +0 24 39.2
 AA9630;UTM  18      - 4,532,324.533   637,079.205   MT  0.99983128   +1 04 00.7
 AA9630
 AA9630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9630!SPC NY L     -   1.00000452  x   0.99999588  =   1.00000040
 AA9630!UTM  18      -   1.00000452  x   0.99983128  =   0.99983579
 AA9630
 AA9630                          SUPERSEDED SURVEY CONTROL
 AA9630
 AA9630  NAD 83(1996)-  40 55 50.00921(N)    073 22 18.52950(W) AD(       ) 3
 AA9630  NAD 83(1986)-  40 55 50.00992(N)    073 22 18.53136(W) AD(       ) 3
 AA9630  NGVD 29 (01/19/96)    2.0    (m)            7.     (f) VERT ANG       
 AA9630
 AA9630.Superseded values are not recommended for survey control.
 AA9630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9630.See file dsdata.txt to determine how the superseded data were derived.
 AA9630
 AA9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3707932325(NAD 83)
 AA9630_MARKER: DD = SURVEY DISK
 AA9630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9630_STAMPING: DUCKEN 1990
 AA9630_MARK LOGO: NOS   
 AA9630_PROJECTION: PROJECTING 5 CENTIMETERS
 AA9630_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9630+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2000
 AA9630_ROD/PIPE-DEPTH: 1.00 meters
 AA9630
 AA9630  HISTORY     - Date     Condition        Report By
 AA9630  HISTORY     - 1990     MONUMENTED       NOS
 AA9630  HISTORY     - 20000521 GOOD             LOCENG
 AA9630
 AA9630                          STATION DESCRIPTION
 AA9630
 AA9630'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9630'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9630'OF THE ISLAND ABOUT 4 NAUTICAL MILES NORTHEAST OF HUNTINGTON ALONG THE
 AA9630'NORTH SHORE OF NORTHPORT BAY ON THE NARROW SANDY CAUSEWAY BETWEEN
 AA9630'ASHAROKEN BEACH AND DUCK ISLAND JUST NORTH OF THE CAUSEWAY IN THE
 AA9630'HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF N.Y.
 AA9630'HWY 25A (FORT SALONGA ROAD) AND RESERVOIR AVENUE IN NORTHPORT, GO
 AA9630'NORTH ON RESERVOIR AVENUE FOR 0.75 KM (0.45 MI) TO THE JUNCTION WITH
 AA9630'CHURCH STREET, TURN LEFT ON CHURCH STREET AND PROCEED IN A NORTHERLY
 AA9630'DIRECTION FOR 0.55 KM (0.35 MI) TO A TRAFFIC LIGHT AT THE JUNCTION
 AA9630'WITH MAIN STREET, PROCEED STRAIGHT ACROSS ONTO OCEAN AVENUE AND GO IN
 AA9630'A NORTHERLY DIRECTION FOR 2.1 KM (1.30 MI) TO THE JUNCTION WITH EATONS
 AA9630'NECK ROAD, TURN LEFT ON EATONS NECK ROAD AND PROCEED WEST AND NORTH
 AA9630'FOR 3.25 KM (2.00 MI) TO DUCK ISLAND ROAD ON THE LEFT, TURN LEFT ONTO
 AA9630'DUCK ISLAND ROAD AND PROCEED 0.55 KM (0.35 MI) TO THE STATION ON THE
 AA9630'RIGHT IN A BREAK IN THE CEDAR TREES LINING THE NORTH SIDE OF THE
 AA9630'CAUSEWAY.  PARKING IS AVAILABLE ABOUT 80 YARDS AHEAD AT THE EAST END
 AA9630'OF THE ISLAND.  THE STATION MARK IS AN NOS ALUMINUM DISK STAMPED
 AA9630'---DUCKEN 1990--- WHICH IS ATTACHED TO AN ALUMINUM ROD WHICH IS DRIVEN
 AA9630'INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE.  THE MARK
 AA9630'PROJECTS ABOUT 0.05 M (0.16 FT) ABOVE GROUND LEVEL.  IT IS 19.84 M
 AA9630'(65.09 FT) EAST OF A WEATHERED UNMARKED POWER POLE, 17.15 M (56.27 FT)
 AA9630'WEST OF POWER POLE NUMBER NYT 12,  7.5 M (24.6 FT) SOUTH OF THE EDGE
 AA9630'OF THE MARSH GRASS AND 6.5 M (21.3 FT) NORTH OF THE SOUTH EDGE OF A
 AA9630'CONCRETE RETAINING WALL WHICH BORDERS THE SOUTH SIDE OF DUCK ISLAND
 AA9630'ROAD.  DESCRIBED BY C S MIDDLETON JR.
 AA9630
 AA9630                          STATION RECOVERY (2000)
 AA9630
 AA9630'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 AA9630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9631 ***********************************************************************
 AA9631  DESIGNATION -  DUCKOUT
 AA9631  PID         -  AA9631
 AA9631  STATE/COUNTY-  NY/SUFFOLK
 AA9631  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9631
 AA9631                         *CURRENT SURVEY CONTROL
 AA9631  ___________________________________________________________________
 AA9631* NAD 83(1996)-  40 55 40.92691(N)    073 22 48.03711(W)     ADJUSTED  
 AA9631* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AA9631  ___________________________________________________________________
 AA9631  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA9631  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AA9631
 AA9631  HORZ ORDER  -  THIRD
 AA9631
 AA9631.The horizontal coordinates were established by classical geodetic methods
 AA9631.and adjusted by the National Geodetic Survey in January 1999..
 AA9631
 AA9631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9631
 AA9631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9631
 AA9631.The geoid height was determined by GEOID03.
 AA9631
 AA9631;                    North         East     Units Scale Factor Converg.
 AA9631;SPC NY L     -    84,732.462   352,218.988   MT  0.99999582   +0 24 19.9
 AA9631;SPC NY L     -   277,993.09  1,155,571.80   sFT  0.99999582   +0 24 19.9
 AA9631;UTM  18      - 4,532,031.719   636,394.305   MT  0.99982897   +1 03 41.2
 AA9631
 AA9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9631!SPC NY L     -   1.00000462  x   0.99999582  =   1.00000044
 AA9631!UTM  18      -   1.00000462  x   0.99982897  =   0.99983358
 AA9631
 AA9631                          SUPERSEDED SURVEY CONTROL
 AA9631
 AA9631  NAD 83(1996)-  40 55 40.92949(N)    073 22 48.03630(W) AD(       ) 3
 AA9631  NAD 83(1986)-  40 55 40.93014(N)    073 22 48.03810(W) AD(       ) 3
 AA9631  NGVD 29 (01/19/96)    1.4    (m)            5.     (f) VERT ANG       
 AA9631
 AA9631.Superseded values are not recommended for survey control.
 AA9631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9631.See file dsdata.txt to determine how the superseded data were derived.
 AA9631
 AA9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3639432032(NAD 83)
 AA9631_MARKER: DD = SURVEY DISK
 AA9631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9631_STAMPING: DUCKOUT 1990
 AA9631_MARK LOGO: NOS   
 AA9631_PROJECTION: PROJECTING 2 CENTIMETERS
 AA9631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9631+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9631_ROD/PIPE-DEPTH: 1.05 meters
 AA9631
 AA9631  HISTORY     - Date     Condition        Report By
 AA9631  HISTORY     - 1990     MONUMENTED       NOS
 AA9631
 AA9631                          STATION DESCRIPTION
 AA9631
 AA9631'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9631'THE STATION IS LOCATED ON LONG ISLAND, NEW YORK, NEAR THE NORTH SHORE
 AA9631'OF THE ISLAND ABOUT 4 NAUTICAL MILES NORTHEAST OF HUNTINGTON ALONG THE
 AA9631'EAST SHORE OF DUCK ISLAND HARBOR ON A LOW ROUNDED MARSHY POINT ON THE
 AA9631'WEST SIDE OF DUCK ISLAND.  TO REACH THE STATION FROM THE JUNCTION OF
 AA9631'N.Y. HWY 25A (FORT SALONGA ROAD) AND RESERVOIR AVENUE IN NORTHPORT, GO
 AA9631'NORTH ON RESERVOIR AVENUE FOR 0.75 KM (0.45 MI) TO THE JUNCTION WITH
 AA9631'CHURCH STREET, TURN LEFT ON CHURCH STREET AND PROCEED IN A NORTHERLY
 AA9631'DIRECTION FOR 0.55 KM (0.35 MI) TO A TRAFFIC LIGHT AT THE JUNCTION
 AA9631'WITH MAIN STREET, PROCEED STRAIGHT ACROSS ONTO OCEAN AVENUE AND GO IN
 AA9631'A NORTHERLY DIRECTION FOR 2.1 KM (1.30 MI) TO THE JUNCTION WITH EATONS
 AA9631'NECK ROAD, TURN LEFT ON EATONS NECK ROAD AND PROCEED WEST AND NORTH
 AA9631'FOR 3.25 KM (2.00 MI) TO DUCK ISLAND ROAD ON THE LEFT, TURN LEFT ONTO
 AA9631'DUCK ISLAND ROAD AND PROCEED 1.3 KM (0.80 MI) TO A GRAVEL LANE LEADING
 AA9631'OFF TO THE LEFT AND TO THE STATION ON THE RIGHT ABOUT 45 YARDS DISTANT
 AA9631'ACROSS THE MARSH.  THE STATION MARK IS AN NOS ALUMINUM DISK STAMPED
 AA9631'---DUCKOUT 1990--- WHICH IS ATTACHED TO AN ALUMINUM ROD WHICH IS
 AA9631'DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE.  THE MARK
 AA9631'PROJECTS ABOUT 0.02 M (0.07 FT) ABOVE GROUND LEVEL.  IT IS ABOUT 40 M
 AA9631'(131.2 FT) NORTHWEST OF DUCK ISLAND ROAD, 23 M (75.5 FT) SOUTHEAST OF
 AA9631'THE APPARENT HIGH WATER LINE OF DUCK ISLAND HARBOR, 20 M (65.6 FT)
 AA9631'NORTHEAST OF A CLUMP OF LOW CEDAR TREES AND 0.6 M (2.0 FT) SOUTHWEST
 AA9631'OF AN ORANGE FIBERGLASS WITNESS POST WHICH IS DRIVEN INTO THE GROUND.
 AA9631'DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2336 ***********************************************************************
 MZ2336  DESIGNATION -  DUDEK
 MZ2336  PID         -  MZ2336
 MZ2336  STATE/COUNTY-  NY/SARATOGA
 MZ2336  USGS QUAD   -  TROY NORTH (1980)
 MZ2336
 MZ2336                         *CURRENT SURVEY CONTROL
 MZ2336  ___________________________________________________________________
 MZ2336* NAD 83(1996)-  42 50 02.26392(N)    073 41 50.42112(W)     ADJUSTED  
 MZ2336* NAVD 88     -        96.1    (meters)     315.     (feet)  VERTCON   
 MZ2336  ___________________________________________________________________
 MZ2336  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 MZ2336  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ2336
 MZ2336  HORZ ORDER  -  FIRST
 MZ2336
 MZ2336.The horizontal coordinates were established by classical geodetic methods
 MZ2336.and adjusted by the National Geodetic Survey in January 1999..
 MZ2336
 MZ2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2336
 MZ2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2336
 MZ2336.The geoid height was determined by GEOID03.
 MZ2336
 MZ2336;                    North         East     Units Scale Factor Converg.
 MZ2336;SPC NY E     -   444,540.966   215,619.298   MT  0.99995296   +0 32 44.6
 MZ2336;SPC NY E     - 1,458,464.82    707,410.98   sFT  0.99995296   +0 32 44.6
 MZ2336;UTM  18      - 4,743,199.755   606,463.893   MT  0.99973944   +0 53 08.6
 MZ2336
 MZ2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2336!SPC NY E     -   0.99998983  x   0.99995296  =   0.99994279
 MZ2336!UTM  18      -   0.99998983  x   0.99973944  =   0.99972927
 MZ2336
 MZ2336:                Primary Azimuth Mark                     Grid Az
 MZ2336:SPC NY E     -  MECHANICVILLE W VA PAPER STK             007 35 45.5
 MZ2336:UTM  18      -  MECHANICVILLE W VA PAPER STK             007 15 21.5
 MZ2336
 MZ2336|---------------------------------------------------------------------|
 MZ2336| PID    Reference Object                     Distance      Geod. Az  |
 MZ2336|                                                           dddmmss.s |
 MZ2336| MZ2343 MECHANICVILLE W VA PAPER STK        APPROX. 8.9 KM 0080830.1 |
 MZ2336| AI8422 DUDEK RM 1                           21.802 METERS 07929     |
 MZ2336| MZ2329 TROY TV STATION WAST MAST           APPROX. 7.8 KM 1332410.8 |
 MZ2336| MZ2315 COHOES ST AGNES CHURCH SPIRE        APPROX. 6.5 KM 1865126.9 |
 MZ2336| MZ2333 HALFMOON MUN STANDPIPE              APPROX. 1.4 KM 2000452.5 |
 MZ2336| AI8424 DUDEK RM 3                                         25617     |
 MZ2336| AI8423 DUDEK RM 2                           22.298 METERS 33527     |
 MZ2336| MZ2344 FARRELL                             APPROX. 9.0 KM 3591310.5 |
 MZ2336|---------------------------------------------------------------------|
 MZ2336
 MZ2336                          SUPERSEDED SURVEY CONTROL
 MZ2336
 MZ2336  NAD 83(1996)-  42 50 02.26657(N)    073 41 50.42238(W) AD(       ) 1
 MZ2336  NAD 83(1996)-  42 50 02.26699(N)    073 41 50.42233(W) AD(       ) 1
 MZ2336  NAD 83(1992)-  42 50 02.26736(N)    073 41 50.42200(W) AD(       ) 1
 MZ2336  NAD 83(1992)-  42 50 02.26763(N)    073 41 50.42204(W) AD(       ) 1
 MZ2336  NAD 83(1986)-  42 50 02.26800(N)    073 41 50.42098(W) AD(       ) 1
 MZ2336  NAD 27      -  42 50 01.99048(N)    073 41 51.99903(W) AD(       ) 1
 MZ2336  NGVD 29 (07/19/86)   96.3    (m)          316.     (f) VERT ANG       
 MZ2336
 MZ2336.Superseded values are not recommended for survey control.
 MZ2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2336.See file dsdata.txt to determine how the superseded data were derived.
 MZ2336
 MZ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN0646443200(NAD 83)
 MZ2336_MARKER: DS = TRIANGULATION STATION DISK
 MZ2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2336_STAMPING: DUDEK 1973
 MZ2336_MARK LOGO: CGS   
 MZ2336_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2336
 MZ2336  HISTORY     - Date     Condition        Report By
 MZ2336  HISTORY     - 1973     MONUMENTED       NGS
 MZ2336  HISTORY     - 19831122 GOOD             NGS
 MZ2336  HISTORY     - 20010820 MARK NOT FOUND   USPSQD
 MZ2336
 MZ2336                          STATION DESCRIPTION
 MZ2336
 MZ2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 MZ2336'THE STATION IS ABOUT 1 MILE EAST AND 1/2 MILE NORTH OF THE
 MZ2336'COMMUNITY OF HALFMOON, 4-1/2 MILES SOUTH OF THE CITY OF
 MZ2336'MECHANICVILLE, 3 MILES NORTH AND 1/2 MILE WEST OF THE VILLAGE
 MZ2336'OF WATERFORD IN HALFMOON TOWNSHIP AND ON PROPERTY OWNED BY
 MZ2336'MATTHEW DUDEK, WHOSE ADDRESS IS BOX 151, WATERFORD, NEW YORK.
 MZ2336'
 MZ2336'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 95 AND
 MZ2336'96 IN THE COMMUNITY OF HALFMOON, GO EASTERLY ON ROAD 96 FOR 0.3
 MZ2336'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHEASTERLY ON BROOKWOOD
 MZ2336'ROAD FOR 0.7 MILE TO A CROSSROAD.  (TO REACH REFERENCE MARK 3,
 MZ2336'TURN LEFT AND GO NORTH ON BUTTONS ROAD FOR 0.05 MILE TO THE MARK
 MZ2336'ON THE RIGHT.) CONTINUE NORTHEASTERLY ON BROOKWOOD ROAD FOR
 MZ2336'0.15 MILE TO A HOUSE AND THE STATION ON THE LEFT.
 MZ2336'
 MZ2336'STATION MARKS ARE STANDARD DISKS, STAMPED DUDEK 1973.  THE SURFACE
 MZ2336'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 MZ2336'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 13.6 FEET NORTH
 MZ2336'OF A METAL WITNESS POST, 18.4 FEET EAST OF A FENCE LINE, 24.0
 MZ2336'FEET NORTHEAST OF A FENCE CORNER, 32.0 FEET NORTH OF THE CENTER
 MZ2336'OF BROOKWOOD ROAD AND 74.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MZ2336'OF A HOUSE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 MZ2336'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MZ2336'
 MZ2336'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUDEK NO 1 1973,
 MZ2336'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 MZ2336'IS FLUSH WITH THE GROUND.  IT IS 2.0 FEET NORTH OF A FENCE LINE,
 MZ2336'21.0 FEET NORTH OF THE CENTER OF BROOKWOOD ROAD, 90.0 FEET EAST
 MZ2336'OF THE FENCE CORNER AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MZ2336'
 MZ2336'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUDEK NO 2 1973,
 MZ2336'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 MZ2336'IS FLUSH WITH THE GROUND.  IT IS 2.0 FEET EAST OF THE FENCE LINE,
 MZ2336'52.5 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 87.0 FEET
 MZ2336'NORTH OF THE FENCE CORNER AND ABOUT 5 FEET HIGHER THAN THE
 MZ2336'STATION.
 MZ2336'
 MZ2336'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DUDEK NO 3 1973,
 MZ2336'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 MZ2336'IS FLUSH WITH THE GROUND.  IT IS 2.5 FEET NORTH OF A POWERLINE POLE
 MZ2336'NUMBERED 36, 2.0 FEET SOUTH OF A METAL WITNESS POST AND 15.0 FEET
 MZ2336'EAST OF THE CENTER OF BUTTONS ROAD.
 MZ2336'
 MZ2336'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
 MZ2336
 MZ2336                          STATION RECOVERY (1983)
 MZ2336
 MZ2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MZ2336'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 MZ2336'CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE TOP BROKE OFF.  THE
 MZ2336'DISTANCE AND DIRECTION OF REFERENCE MARK 2 CHECKED.  REFERENCE MARK 4
 MZ2336'WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MZ2336'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTH OF MECHANICVILLE, 5.6
 MZ2336'KM (3.45 MI) NORTH OF WATERFORD, 1.6 KM (1.00 MI) EAST OF HALFMUCN AND
 MZ2336'ON THE NORTH SIDE OF BROOKWOOD ROAD.  OWNERSHIP--MATTHEW DUDEK, BOX
 MZ2336'151, WATERFORD, NEW YORK.  TO REACH THE STATION FROM THE JUNCTION OF
 MZ2336'COUNTY ROADS 95 AND 96, IN THE VILLAGE OF HALFMUCN, GO EASTERLY ON
 MZ2336'ROAD 96 FOR 0.5 KM (0.30 MI) TO A CROSSROAD.  TURN LEFT AND GO
 MZ2336'NORTHEASTERLY ON BROOKWOOD ROAD FOR 1.1 KM (0.70 MI) TO A CROSSROAD.
 MZ2336'(TO REACH REFERENCE MARK 3 FROM THIS POINT, GO NROTH ON BUTTON ROAD
 MZ2336'FOR 0.1 KM (0.05 MI) TO THE MARK ON THE RIGHT.) CONTINUE EASTERLY ON
 MZ2336'BROOKWOOD ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.
 MZ2336'STATION IS A STANDARD CGS DISK STAMPED--DUDEK 1973--, SET INTO THE TOP
 MZ2336'OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, RECESSED
 MZ2336'24 INCHES (60 CM) BELOW THE GROUND.  LOCATED 22.9 METERS (75.1 FT)
 MZ2336'SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE AND 9.9 METERS (32.5 FT)
 MZ2336'NORTH FROM THE CENTER OF BROOKWOOD ROAD.  4.9 METERS (16.1 FT) EAST
 MZ2336'FROM A FENCE CORNER POST AND 0.3 METER (1.0 FT) SOUTH FROM A METAL
 MZ2336'WITNESS POST AND WIRE FENCE.
 MZ2336'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--DUDEK NO 2 1973--,
 MZ2336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 MZ2336'DIAMETER, FLUSH WITH THE GROUND.  LOCATED 32.0 METERS (105.0 FT) NORTH
 MZ2336'FROM THE CENTER OF BROOKWOOD ROAD AND 18.3 METERS (60.0 FT) NORTHEAST
 MZ2336'FROM THE SOUTHEAST CORNER OF HOUSE.  16.2 METERS (53.1 FT) EAST FROM
 MZ2336'THE NORTHEAST CORNER OF HOUSE, 0.6 METER (2.0 FT) EAST FROM A WIRE
 MZ2336'FENCE AND 1.5 METER (4.9 FT) HIGHER THAN THE STATION.
 MZ2336'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DUDEK NO 3 1973--,
 MZ2336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 MZ2336'DIAMETER, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  LOCATED 39.9
 MZ2336'METERS (130.9 FT) NORTH FROM THE CENTER OF BROOKWOOD ROAD.  4.9 METERS
 MZ2336'(16.1 FT) EAST FROM THE CENTER OF BUTTON ROAD AND 1.1 METER (3.6 FT)
 MZ2336'SOUTH FROM A METAL WITNESS POST AND 0.9 METER (3.0 FT) NORTH FROM
 MZ2336'POWERLINE POLE NUMBER 36.
 MZ2336'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DUDEK 1973 NO 4
 MZ2336'1983--,SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 MZ2336'IN DIAMETER, FLUSH WITH GROUND.  LOCATED 17.7 METERS (58.1 FT) EAST
 MZ2336'FROM THE FENCE CORNER POST AND 9.8 METERS (32.2 FT) NORTH FROM THE
 MZ2336'CENTER OF BROOKWOOD ROAD AND 0.3 METER (1.0 FT) SOUTH FROM THE WIRE
 MZ2336'FENCE, 0.6 METER (2.0 FT) HIGHER THAN THE STATION.
 MZ2336
 MZ2336                          STATION RECOVERY (2001)
 MZ2336
 MZ2336'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 MZ2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0001 ***********************************************************************
 OF0001  DESIGNATION -  DUEL
 OF0001  PID         -  OF0001
 OF0001  STATE/COUNTY-  NY/OSWEGO
 OF0001  USGS QUAD   -  TEXAS (1980)
 OF0001
 OF0001                         *CURRENT SURVEY CONTROL
 OF0001  ___________________________________________________________________
 OF0001* NAD 83(1986)-  43 30 13.     (N)    076 19 07.     (W)     SCALED    
 OF0001* NAVD 88     -        89.826  (meters)     294.70   (feet)  ADJUSTED  
 OF0001  ___________________________________________________________________
 OF0001  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OF0001  DYNAMIC HT  -          89.807 (meters)     294.64  (feet)  COMP
 OF0001  MODELED GRAV-     980,409.3   (mgal)                       NAVD 88
 OF0001
 OF0001  VERT ORDER  -  FIRST     CLASS II
 OF0001
 OF0001.The horizontal coordinates were scaled from a topographic map and have
 OF0001.an estimated accuracy of +/- 6 seconds.
 OF0001
 OF0001.The orthometric height was determined by differential leveling
 OF0001.and adjusted by the National Geodetic Survey in June 1991..
 OF0001
 OF0001.The geoid height was determined by GEOID03.
 OF0001
 OF0001.The dynamic height is computed by dividing the NAVD 88
 OF0001.geopotential number by the normal gravity value computed on the
 OF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0001.degrees latitude (g = 980.6199 gals.).
 OF0001
 OF0001.The modeled gravity was interpolated from observed gravity values.
 OF0001
 OF0001;                    North         East    Units  Estimated Accuracy
 OF0001;SPC NY C     -   389,150.      271,410.      MT  (+/- 180 meters Scaled)
 OF0001
 OF0001                          SUPERSEDED SURVEY CONTROL
 OF0001
 OF0001  NGVD 29 (??/??/92)   90.02   (m)          295.3    (f) COMPUTED    1 2
 OF0001
 OF0001.Superseded values are not recommended for survey control.
 OF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0001.See file dsdata.txt to determine how the superseded data were derived.
 OF0001
 OF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP934175(NAD 83)
 OF0001_MARKER: Z = SEE DESCRIPTION
 OF0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0001_SP_SET: ROD
 OF0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0001
 OF0001  HISTORY     - Date     Condition        Report By
 OF0001  HISTORY     - UNK      MONUMENTED       USLS
 OF0001  HISTORY     - 1968     GOOD             NGS
 OF0001  HISTORY     - 20010331 MARK NOT FOUND   NGS
 OF0001  HISTORY     - 20060411 MARK NOT FOUND   NYDT
 OF0001
 OF0001                          STATION DESCRIPTION
 OF0001
 OF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0001'3.7 MI NE FROM NORTH SCRIBA.
 OF0001'DUEL IN OSWEGO COUNTY, NEW YORK, ABOUT 10 MILES NORTHEAST OF OSWEGO,
 OF0001'3.7 MILES NORTHEAST OF NORTH SCRIBA, IN VICINITY OF INTERSECTION OF
 OF0001'NORTH ROAD (COUNTY ROAD NO. 1) AND COUNTY ROAD NO. 6, 57.2 FEET
 OF0001'SOUTHWEST OF WEST CORNER AND IN LINE WITH NORTHWEST FACE OF GARAGE,
 OF0001'56.0 FEET NORTHWEST OF UTILITY POLE, 37.7 FEET SOUTHEAST OF SOUTH
 OF0001'CORNER OF A TWO-STORY FRAME DWELLING, 35 FEET NORTHWEST OF CENTERLINE
 OF0001'OF NORTH ROAD, 19.0 FEET NORTH OF A 22-INCH MAPLE, 1/2 FOOT BELOW
 OF0001'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OF0001'COPPER-COATED STEEL ROD, 6 FEET LONG.
 OF0001
 OF0001                          STATION RECOVERY (2001)
 OF0001
 OF0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0001'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OF0001
 OF0001                          STATION RECOVERY (2006)
 OF0001
 OF0001'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0637 ***********************************************************************
 OF0637  DESIGNATION -  DUFFY
 OF0637  PID         -  OF0637
 OF0637  STATE/COUNTY-  NY/OSWEGO
 OF0637  USGS QUAD   -  OSWEGO WEST (1978)
 OF0637
 OF0637                         *CURRENT SURVEY CONTROL
 OF0637  ___________________________________________________________________
 OF0637* NAD 83(1986)-  43 24 19.     (N)    076 34 48.     (W)     SCALED    
 OF0637* NAVD 88     -       107.078  (meters)     351.31   (feet)  ADJUSTED  
 OF0637  ___________________________________________________________________
 OF0637  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OF0637  DYNAMIC HT  -         107.055 (meters)     351.23  (feet)  COMP
 OF0637  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 OF0637
 OF0637  VERT ORDER  -  FIRST     CLASS II
 OF0637
 OF0637.The horizontal coordinates were scaled from a topographic map and have
 OF0637.an estimated accuracy of +/- 6 seconds.
 OF0637
 OF0637.The orthometric height was determined by differential leveling
 OF0637.and adjusted by the National Geodetic Survey in June 1991..
 OF0637
 OF0637.The geoid height was determined by GEOID03.
 OF0637
 OF0637.The dynamic height is computed by dividing the NAVD 88
 OF0637.geopotential number by the normal gravity value computed on the
 OF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0637.degrees latitude (g = 980.6199 gals.).
 OF0637
 OF0637.The modeled gravity was interpolated from observed gravity values.
 OF0637
 OF0637;                    North         East    Units  Estimated Accuracy
 OF0637;SPC NY C     -   378,190.      250,270.      MT  (+/- 180 meters Scaled)
 OF0637
 OF0637                          SUPERSEDED SURVEY CONTROL
 OF0637
 OF0637  NGVD 29 (??/??/92)  107.286  (m)          351.99   (f) ADJ UNCH    1 2
 OF0637
 OF0637.Superseded values are not recommended for survey control.
 OF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0637.See file dsdata.txt to determine how the superseded data were derived.
 OF0637
 OF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP720070(NAD 83)
 OF0637_MARKER: Z = SEE DESCRIPTION
 OF0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0637_SP_SET: STEEL ROD
 OF0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0637
 OF0637  HISTORY     - Date     Condition        Report By
 OF0637  HISTORY     - UNK      MONUMENTED       USLS
 OF0637  HISTORY     - 1968     GOOD             NGS
 OF0637
 OF0637                          STATION DESCRIPTION
 OF0637
 OF0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0637'AT OSWEGO.
 OF0637'DUFFY IS IN OSWEGO COUNTY, NEW YORK, 0.3 MILE SOUTHWEST OF
 OF0637'INTERSECTION OF HIGHWAY 104A AND 104, 95.0 FEET NORTH OF UTILITY
 OF0637'POLE, 60 FEET EAST OF CENTERLINE OF HIGHWAY 104A, 16.8 FEET SOUTH-
 OF0637'WEST OF MOST NORTHERLY NORTHWEST CORNER OF DWELLING 13.2 FEET
 OF0637'NORTHWEST OF INSIDE CORNER OF PORCH AND DWELLING, 2.0 FEET NORTH
 OF0637'OF NORTHWEST CORNER AND IN LINE WITH WESTERLY FACE OF PORCH, 1/2-
 OF0637'FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A
 OF0637'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 12 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2096 ***********************************************************************
 NA2096  DESIGNATION -  DUGAN
 NA2096  PID         -  NA2096
 NA2096  STATE/COUNTY-  NY/DELAWARE
 NA2096  USGS QUAD   -  CHARLOTTEVILLE (1994)
 NA2096
 NA2096                         *CURRENT SURVEY CONTROL
 NA2096  ___________________________________________________________________
 NA2096* NAD 83(1996)-  42 30 07.65437(N)    074 44 38.36930(W)     ADJUSTED  
 NA2096* NAVD 88     -       653.9    (meters)    2145.     (feet)  VERTCON   
 NA2096  ___________________________________________________________________
 NA2096  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 NA2096  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 NA2096
 NA2096  HORZ ORDER  -  FIRST
 NA2096
 NA2096.The horizontal coordinates were established by classical geodetic methods
 NA2096.and adjusted by the National Geodetic Survey in January 1999..
 NA2096
 NA2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2096
 NA2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2096
 NA2096.The geoid height was determined by GEOID03.
 NA2096
 NA2096;                    North         East     Units Scale Factor Converg.
 NA2096;SPC NY E     -   407,398.573   129,946.822   MT  0.99990495   -0 09 53.4
 NA2096;SPC NY E     - 1,336,606.82    426,333.87   sFT  0.99990495   -0 09 53.4
 NA2096;UTM  18      - 4,705,560.921   521,034.524   MT  0.99960544   +0 10 22.7
 NA2096
 NA2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2096!SPC NY E     -   0.99990223  x   0.99990495  =   0.99980719
 NA2096!UTM  18      -   0.99990223  x   0.99960544  =   0.99950771
 NA2096
 NA2096|---------------------------------------------------------------------|
 NA2096| PID    Reference Object                     Distance      Geod. Az  |
 NA2096|                                                           dddmmss.s |
 NA2096| CZ8203 DUGAN RM 2                           31.088 METERS 09544     |
 NA2096| CZ8201 DUGAN AZ MK                                        1074555.4 |
 NA2096| NA2102 SECORD                              APPROX.10.8 KM 2735814.5 |
 NA2096| CZ8202 DUGAN RM 1                           23.841 METERS 35524     |
 NA2096|---------------------------------------------------------------------|
 NA2096
 NA2096                          SUPERSEDED SURVEY CONTROL
 NA2096
 NA2096  NAD 83(1986)-  42 30 07.65856(N)    074 44 38.37043(W) AD(       ) 1
 NA2096  NAD 27      -  42 30 07.38200(N)    074 44 39.81800(W) AD(       ) 1
 NA2096  NGVD 29 (07/19/86)  654.0    (m)         2146.     (f) VERT ANG       
 NA2096
 NA2096.Superseded values are not recommended for survey control.
 NA2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2096.See file dsdata.txt to determine how the superseded data were derived.
 NA2096
 NA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN2103505561(NAD 83)
 NA2096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NA2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2096
 NA2096  HISTORY     - Date     Condition        Report By
 NA2096  HISTORY     - 1942     MONUMENTED       CGS
 NA2096  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NA2096
 NA2096                          STATION DESCRIPTION
 NA2096
 NA2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 NA2096'STATION IS LOCATED ABOUT 1 MILE S OF SOUTH WORCESTER, 5 MILES SE
 NA2096'OF SCHENEVUS AND SET IN A SLAB STONE FENCE LINE, 26.0 FEET S OF
 NA2096'A 20-INCH TWIN HICKORY, ON THE SUMMIT OF A PROMINENT PARTLY
 NA2096'CLEARED HILL OWNED BY SHERBURNE M. BECKER.  THE DISK IS STAMPED
 NA2096'DUGAN 1942.
 NA2096'
 NA2096'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 NA2096'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NA2096'
 NA2096'REFERENCE MARK NO. 1 IS 78.22 FEET NE OF THE STATION, 60 FEET
 NA2096'E OF A STONE FENCE LINE.  THE DISK IS STAMPED DUGAN NO. 1 1942.
 NA2096'
 NA2096'REFERENCE MARK NO. 2 IS 98.71 FEET E OF THE STATION IN AN OPEN
 NA2096'FIELD.  THE DISK IS STAMPED DUGAN NO. 2 1942.
 NA2096'
 NA2096'THE AZIMUTH MARK, A BRONZE DISK, IS ABOUT 0.5 MILE E OF THE
 NA2096'STATION SET IN A DRILL HOLE IN A BOULDER NEAR THE DITCH ON THE
 NA2096'N SIDE OF THE ROAD, 7.6 FEET S OF A ROCK FENCE LINE, 13.5 FEET
 NA2096'N OF THE CENTER LINE OF THE ROAD.  THE DISK IS STAMPED DUGAN 1942.
 NA2096'
 NA2096'TO REACH THE STATION FROM THE POST OFFICE IN WORCESTER, GO S
 NA2096'ON PAVED ROAD 5.6 MILES TO THE END OF THE ROAD AND INTERSECTION
 NA2096'WITH ANOTHER PAVED ROAD, TURN LEFT AND GO 0.15 MILE TO A
 NA2096'GRAVEL T-ROAD RIGHT, TURN RIGHT AND CROSS BRIDGE AND GO 1.25
 NA2096'MILES TO A T-ROAD LEFT AND AN OLD BARN ON THE RIGHT, *CONTINUE
 NA2096'STRAIGHT AHEAD 0.1 MILE TO A FARM ROAD AND TWO RED POSTS, TURN
 NA2096'RIGHT BETWEEN THE TWO RED POSTS AND GO 0.3 MILE, TURN SHARP
 NA2096'RIGHT ON DIM FARM ROAD AND GO 0.1 MILE TO AN OPEN FIELD, BEAR
 NA2096'LEFT ALONG THE EDGE OF THE WOODS FOR 0.05 MILE TO GAP IN THE
 NA2096'FENCE, TURN LEFT AND FOLLOW DIM ROAD 0.3 MILE TO THE SUMMIT
 NA2096'OF THE HILL AND STATION.
 NA2096'
 NA2096'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO
 NA2096'0.35 MILE TO AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 NA2096'
 NA2096'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NA2096
 NA2096                          STATION RECOVERY (1975)
 NA2096
 NA2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NA2096'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NA2096'CONDITION.  AZIMUTH MARK WAS FOUND IN A LAWN, WITH THE ARROW
 NA2096'POINTING TO EASTWARD, ABOUT 150 DEGREES OFF FROM STATION.  IT
 NA2096'HAD OBVIOUSLY BEEN MOVED DURING ROAD WIDENING AND YARD
 NA2096'CONSTRUCTION.  THE DISK WAS REMOVED AT THIS TIME.  DISTANCE AND
 NA2096'ANGLES TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION
 NA2096'IS COMPLETELY BLOCKED BY TREES UP TO 30 FEET TALL.
 NA2096'
 NA2096'STATION IS LOCATED ON THE SUMMIT OF A TIMBERED HILL, IN A STONE
 NA2096'FENCE-ROW RUNNING NORTH-NORTHWEST AND SOUTH-SOUTHEAST.  STATION
 NA2096'MARK IS A STANDARD DISK STAMPED DUGAN 1942, SET IN THE TOP OF
 NA2096'A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES FROM
 NA2096'GROUND.  IT IS 47 FEET WEST-SOUTHWEST OF A PINE CLUMP THAT HAS
 NA2096'6 10-INCH TRUNKS GROWING FROM ONE STUMP, AND 14-1/2 FEET WEST OF
 NA2096'A METAL WITNESS SIGN NAILED ONTO A TWIN 6-INCH MAPLE.  THE
 NA2096'STONES OF THE FENCE-ROW ARE SCATTERED IN THE STATION AREA.
 NA2096'
 NA2096'RM NO. 1 IS A STANDARD DISK STAMPED DUGAN NO 1 1942, SET IN THE
 NA2096'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES
 NA2096'FROM GROUND.  IT IS 57 FEET EAST-NORTHEAST OF THE STONE FENCE.
 NA2096'
 NA2096'RM NO. 2 IS A STANDARD DISK STAMPED DUGAN NO 2 1942, SET IN THE
 NA2096'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES FROM
 NA2096'GROUND.  IT IS IN TIMBER, 8 FEET SOUTHEAST OF THE EDGE OF A
 NA2096'NARROW 100-FOOT-LONG CLEARING.
 NA2096'
 NA2096'TO REACH STATION FROM THE CROSSROAD INTERSECTION IN SOUTH
 NA2096'WORCESTER, GO SOUTH ON SOUTH WORCESTER HILL RD. FOR 1.35 MILES
 NA2096'TO INTERSECTION OF TITUS LAKE RD. ON LEFT, AND END OF TRUCK
 NA2096'TRAVEL.  WALK WESTERLY UP TIMBERED HILL ABOUT 1000 FEET TO A
 NA2096'NORTH-SOUTH STONE FENCE.  CONTINUE ON UP SLOPE THROUGH TIMBER
 NA2096'ABOUT 300 YARDS TO STATION ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9632 ***********************************************************************
 AA9632  DESIGNATION -  DUKE
 AA9632  PID         -  AA9632
 AA9632  STATE/COUNTY-  NY/SUFFOLK
 AA9632  USGS QUAD   -  LLOYD HARBOR (1967)
 AA9632
 AA9632                         *CURRENT SURVEY CONTROL
 AA9632  ___________________________________________________________________
 AA9632* NAD 83(1996)-  40 56 29.59566(N)    073 28 36.24668(W)     ADJUSTED  
 AA9632* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AA9632  ___________________________________________________________________
 AA9632  X           -   1,372,203.625 (meters)                     COMP
 AA9632  Y           -  -4,625,583.901 (meters)                     COMP
 AA9632  Z           -   4,157,506.639 (meters)                     COMP
 AA9632  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AA9632  ELLIP HEIGHT-         -24.24  (meters)          (12/03/02) GPS OBS
 AA9632  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AA9632
 AA9632  HORZ ORDER  -  THIRD
 AA9632  ELLP ORDER  -  FIFTH     CLASS I
 AA9632
 AA9632.The horizontal coordinates were established by GPS observations
 AA9632.and adjusted by the National Geodetic Survey in January 1999..
 AA9632
 AA9632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9632
 AA9632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9632
 AA9632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9632
 AA9632.The ellipsoidal height was determined by GPS observations
 AA9632.and is referenced to NAD 83.
 AA9632
 AA9632.The geoid height was determined by GEOID03.
 AA9632
 AA9632;                    North         East     Units Scale Factor Converg.
 AA9632;SPC NY L     -    86,180.598   344,063.417   MT  0.99999617   +0 20 32.1
 AA9632;SPC NY L     -   282,744.18  1,128,814.73   sFT  0.99999617   +0 20 32.1
 AA9632;UTM  18      - 4,533,386.144   628,224.164   MT  0.99980236   +0 59 53.9
 AA9632
 AA9632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9632!SPC NY L     -   1.00000380  x   0.99999617  =   0.99999997
 AA9632!UTM  18      -   1.00000380  x   0.99980236  =   0.99980616
 AA9632
 AA9632                          SUPERSEDED SURVEY CONTROL
 AA9632
 AA9632  ELLIP H (01/11/99)  -24.21   (m)                       GP(       ) 4 1
 AA9632  NAD 83(1996)-  40 56 29.59772(N)    073 28 36.24599(W) AD(       ) 3
 AA9632  NAD 83(1986)-  40 56 29.59880(N)    073 28 36.24742(W) AD(       ) 3
 AA9632  NGVD 29 (09/19/96)    6.5    (m)           21.     (f) GPS OBS        
 AA9632
 AA9632.Superseded values are not recommended for survey control.
 AA9632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9632.See file dsdata.txt to determine how the superseded data were derived.
 AA9632
 AA9632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2822433386(NAD 83)
 AA9632_MARKER: DD = SURVEY DISK
 AA9632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA9632_STAMPING: DUKE 1990
 AA9632_MARK LOGO: NOS   
 AA9632_PROJECTION: FLUSH
 AA9632_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9632+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA9632_ROD/PIPE-DEPTH: 1.05 meters
 AA9632
 AA9632  HISTORY     - Date     Condition        Report By
 AA9632  HISTORY     - 1990     MONUMENTED       NOS
 AA9632
 AA9632                          STATION DESCRIPTION
 AA9632
 AA9632'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (CSM)
 AA9632'THE STATION IS LOCATED ON LONG ISLAND ON THE SOUTH SHORE OF LONG
 AA9632'ISLAND SOUND ABOUT 5 NAUTICAL MILES NNW OF HUNTINGTON, NEW YORK, ON
 AA9632'THE NORTH SHORE OF LLOYD NECK ABOUT 0.5 NAUTICAL MILE SOUTHEAST OF
 AA9632'LLOYD POINT ON A LOW CLEARING JUST NORTHWEST OF A HIGH BARE SIDED
 AA9632'BLUFF ON THE GROUNDS OF CAUMSETT STATE PARK.  TO REACH THE STATION
 AA9632'FROM THE JUNCTION OF N.Y. HWY 25A (MAIN STREET) AND N.Y. HWY 110 (NEW
 AA9632'YORK AVENUE) IN HUNTINGTON, GO WEST ON N.Y. HWY 25A (MAIN STREET) FOR
 AA9632'0.15 KM (0.10 MI) TO WEST NECK ROAD ON THE RIGHT, TURN RIGHT ON WEST
 AA9632'NECK ROAD AND GO 8.4 KM (5.20 MI) TO THE ENTRANCE OF CAUMSETT STATE
 AA9632'PARK ON THE LEFT.  TURN LEFT INTO THE PARK AND PROCEED 0.5 KM (0.30
 AA9632'MI) TO A ROAD LEFT AT SOME STABLES, TURN LEFT AND PROCEED 0.15 KM
 AA9632'(0.10 MI) PAST THE STABLES TO ANOTHER ROAD LEFT, TURN LEFT AND FOLLOW
 AA9632'THE MAIN DIRT ROAD (FISHING DRIVE) FOR 2.75 KM (1.70 MI) TO THE END OF
 AA9632'THE ROAD AND THE STATION JUST NORTH OF THE WOODEN GUARDRAIL.  THE
 AA9632'STATION MARK IS AN NOS ALUMINUM DISK STAMPED ---DUKE 1990--- WHICH IS
 AA9632'CRIMPED TO THE TOP OF AN ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND
 AA9632'AND SURROUNDED BY A MASS OF CONCRETE.  THE DISK IS FLUSH WITH THE
 AA9632'GROUND SURFACE.  IT IS JUST NORTH OF THE EDGE OF A DIRT PARKING AREA,
 AA9632'33.032 M (108.372 FT) EAST OF THE WEST END OF THE WOODEN GUARDRAIL,
 AA9632'14.765 M (48.442 FT) WEST OF THE EAST END OF THE WOODEN GUARDRAIL,
 AA9632'2.32 M (7.61 FT) NORTH OF THE NORTH EDGE OF AN 8 INCH BY 8 INCH WOODEN
 AA9632'GUARDRAIL POST WITH A WITNESS SIGN ATTACHED TO ITS SOUTH FACING AND
 AA9632'1.98 M (6.50 FT) SOUTH OF THE EDGE OF THE BLUFF.  TO ACCESS THE MARK
 AA9632'CONTACT THE PARK MANAGER, MR. G. DUKE ROSENBAUER, CAUMSETT STATE PARK,
 AA9632'25 LLOYD HARBOR ROAD, HUNTINGTON, N.Y. 11743, PHONE NUMBER
 AA9632'516-423-1770.  THE STATION WAS POSITIONED BY GPS OBSERVATIONS.
 AA9632'DESCRIBED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1377 ***********************************************************************
 NC1377  DESIGNATION -  DULSKI
 NC1377  PID         -  NC1377
 NC1377  STATE/COUNTY-  NY/ERIE
 NC1377  USGS QUAD   -  EDEN (1965)
 NC1377
 NC1377                         *CURRENT SURVEY CONTROL
 NC1377  ___________________________________________________________________
 NC1377* NAD 83(1996)-  42 41 15.13312(N)    078 56 17.42462(W)     ADJUSTED  
 NC1377* NAVD 88     -       225.9    (meters)     741.     (feet)  VERTCON   
 NC1377  ___________________________________________________________________
 NC1377  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 NC1377  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NC1377
 NC1377  HORZ ORDER  -  FIRST
 NC1377
 NC1377.The horizontal coordinates were established by classical geodetic methods
 NC1377.and adjusted by the National Geodetic Survey in January 1999..
 NC1377
 NC1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1377
 NC1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1377
 NC1377.The geoid height was determined by GEOID03.
 NC1377
 NC1377;                    North         East     Units Scale Factor Converg.
 NC1377;SPC NY W     -   298,521.827   320,921.610   MT  0.99994790   -0 14 26.1
 NC1377;SPC NY W     -   979,400.36  1,052,890.32   sFT  0.99994790   -0 14 26.1
 NC1377;UTM  17      - 4,728,178.258   668,908.141   MT  0.99995101   +1 23 53.7
 NC1377
 NC1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1377!SPC NY W     -   0.99997002  x   0.99994790  =   0.99991792
 NC1377!UTM  17      -   0.99997002  x   0.99995101  =   0.99992103
 NC1377
 NC1377|---------------------------------------------------------------------|
 NC1377| PID    Reference Object                     Distance      Geod. Az  |
 NC1377|                                                           dddmmss.s |
 NC1377| AI5619 DULSKI RM 1                          23.619 METERS 03514     |
 NC1377| AI5620 DULSKI RM 2                          23.882 METERS 16708     |
 NC1377| AI5621 DULSKI RM 3                                        2045003.1 |
 NC1377|---------------------------------------------------------------------|
 NC1377
 NC1377                          SUPERSEDED SURVEY CONTROL
 NC1377
 NC1377  NAD 83(1986)-  42 41 15.13892(N)    078 56 17.42103(W) AD(       ) 1
 NC1377  NAD 27      -  42 41 14.92615(N)    078 56 18.29282(W) AD(       ) 1
 NC1377  NGVD 29 (07/19/86)  226.0    (m)          741.     (f) VERT ANG       
 NC1377
 NC1377.Superseded values are not recommended for survey control.
 NC1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1377.See file dsdata.txt to determine how the superseded data were derived.
 NC1377
 NC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6890828178(NAD 83)
 NC1377_MARKER: DS = TRIANGULATION STATION DISK
 NC1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1377_STAMPING: DULSKI 1973
 NC1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1377
 NC1377  HISTORY     - Date     Condition        Report By
 NC1377  HISTORY     - 1973     MONUMENTED       NGS
 NC1377  HISTORY     - 19991201 GOOD             NYDT
 NC1377
 NC1377                          STATION DESCRIPTION
 NC1377
 NC1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (HRR)
 NC1377'THE STATION IS ABOUT 6 MILES SOUTHWEST OF THE VILLAGE OF
 NC1377'HAMBURG, 2-1/2 MILES SOUTHEAST OF THE SHORE OF LAKE ERIE, 1/2
 NC1377'MILE SOUTHWEST OF EIGHTEEN MILE CREEK, IN A REST AREA ON THE
 NC1377'NEW YORK THRUWAY AND ON PROPERTY OF THE NEW YORK THRUWAY.
 NC1377'
 NC1377'TO REACH THE STATION FROM THE TOLL BOOTHS AT THE NEW YORK
 NC1377'THRUWAY INTERCHANGE 57, ABOUT 2 MILES NORTHWEST OF THE VILLAGE
 NC1377'OF HAMBURG, GO WEST ON THE THRUWAY FOR 6.55 MILES TO A REST AREA
 NC1377'ON THE RIGHT AND THE STATION AT THE WEST END OF THE REST AREA
 NC1377'AS DESCRIBED.
 NC1377'
 NC1377'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 NC1377'STAMPED DULSKI 1973.  THE SURFACE MARK IS SET IN A ROUND
 NC1377'CONCRETE POST FLUSH WITH THE GROUND.  THEY ARE 246 FEET
 NC1377'SOUTHWEST OF A TELEPHONE BOOTH, 44 FEET NORTHEAST OF A FENCE
 NC1377'CORNER, 38.5 FEET NORTHWEST OF CENTER OF THE EXIT RAMP OUT OF
 NC1377'THE REST AREA, 25 FEET NORTHWEST OF A GUARD RAIL AND 15 FEET
 NC1377'WEST OF THE NORTHWEST POST OF A SIGN REST ROOMS SERVICE AREA 4
 NC1377'MILES AHEAD.
 NC1377'
 NC1377'REFERENCE MARK 1, STAMPED DULSKI NO 1 1973, IS A STANDARD DISK
 NC1377'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 169
 NC1377'FEET SOUTHWEST OF THE TELEPHONE BOOTH, 70 FEET NORTH OF THE
 NC1377'NORTHWEST POST OF THE SIGN, 47 FEET SOUTHEAST OF A CONCRETE
 NC1377'PICNIC TABLE BENCH AND 1.5 FEET NORTHWEST OF A GUARD RAIL.
 NC1377'
 NC1377'REFERENCE MARK 2, STAMPED DULSKI NO 2 1973, IS A STANDARD DISK
 NC1377'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 76.5
 NC1377'FEET SOUTH OF THE NORTHWEST POST OF THE SIGN, 18.5 FEET
 NC1377'SOUTHEAST OF CENTER OF THE EXIT RAMP AND 1.5 FEET SOUTHWEST OF
 NC1377'THE END OF A GUARD RAIL.
 NC1377'
 NC1377'REFERENCE MARK 3, STAMPED DULSKI NO 3 1973, IS A STANDARD DISK
 NC1377'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE ABUTMENT
 NC1377'AT THE SOUTHEAST END OF A CONCRETE CULVERT.  IT IS 37 FEET EAST
 NC1377'OF CENTER OF THE WEST BOUND LANE OF THE THRUWAY, 4 FEET NORTHEAST
 NC1377'OF CENTER OF THE SOUTHEAST END OF THE CULVERT AND 1.5 FEET WEST
 NC1377'OF A METAL WITNESS POST.
 NC1377'
 NC1377'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHWEST ON
 NC1377'THE NEW YORK THRUWAY FOR 0.5 MILE TO A CONCRETE CULVERT ON THE
 NC1377'LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 NC1377'
 NC1377'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NC1377
 NC1377                          STATION RECOVERY (1999)
 NC1377
 NC1377'RECOVERY NOTE BY NY DEPT OF TRANSP 1999 (HJL)
 NC1377'NO CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4303 ***********************************************************************
 LX4303  DESIGNATION -  DUMP
 LX4303  PID         -  LX4303
 LX4303  STATE/COUNTY-  NY/WESTCHESTER
 LX4303  USGS QUAD   -  PEEKSKILL (1981)
 LX4303
 LX4303                         *CURRENT SURVEY CONTROL
 LX4303  ___________________________________________________________________
 LX4303* NAD 83(1996)-  41 15 48.35925(N)    073 57 46.72538(W)     ADJUSTED  
 LX4303* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX4303  ___________________________________________________________________
 LX4303  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 LX4303  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LX4303
 LX4303  HORZ ORDER  -  THIRD
 LX4303
 LX4303.The horizontal coordinates were established by classical geodetic methods
 LX4303.and adjusted by the National Geodetic Survey in January 1999..
 LX4303
 LX4303.The orthometric height was scaled from a topographic map.
 LX4303
 LX4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4303
 LX4303.The geoid height was determined by GEOID03.
 LX4303
 LX4303;                    North         East     Units Scale Factor Converg.
 LX4303;SPC NY E     -   269,939.668   194,997.552   MT  0.99992491   +0 21 15.1
 LX4303;SPC NY E     -   885,627.06    639,754.47   sFT  0.99992491   +0 21 15.1
 LX4303;UTM  18      - 4,568,519.806   586,867.486   MT  0.99969287   +0 41 02.3
 LX4303
 LX4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4303!SPC NY E     -   1.00000418  x   0.99992491  =   0.99992909
 LX4303!UTM  18      -   1.00000418  x   0.99969287  =   0.99969705
 LX4303
 LX4303:                Primary Azimuth Mark                     Grid Az
 LX4303:SPC NY E     -  JONES POINT EPIS CHURCH CROSS            006 00 42.1
 LX4303:UTM  18      -  JONES POINT EPIS CHURCH CROSS            005 40 54.9
 LX4303
 LX4303|---------------------------------------------------------------------|
 LX4303| PID    Reference Object                     Distance      Geod. Az  |
 LX4303|                                                           dddmmss.s |
 LX4303| LX4311 JONES POINT EPIS CHURCH CROSS       APPROX. 2.2 KM 0062157.2 |
 LX4303| LX4284 FRIARS OF ATONE SCH CHAP CROSS      APPROX.10.1 KM 0201508.6 |
 LX4303| LX4333 CAMP SMITH STACK                    APPROX. 4.5 KM 0211611.9 |
 LX4303| CB4046 DUMP RM 1                             8.260 METERS 05323     |
 LX4303| CB4047 DUMP RM 2                             1.015 METERS 18206     |
 LX4303| LX4322 TOMKINS COVE ROCK CRUSHER STK       APPROX. 1.9 KM 2315954.6 |
 LX4303| LX4320 TOM                                 APPROX. 1.4 KM 2545238.1 |
 LX4303| LX4323 TOMKINS COVE PRESB CH CROSS         APPROX. 1.5 KM 2621552.8 |
 LX4303|---------------------------------------------------------------------|
 LX4303
 LX4303                          SUPERSEDED SURVEY CONTROL
 LX4303
 LX4303  NAD 83(1986)-  41 15 48.36042(N)    073 57 46.72711(W) AD(       ) 3
 LX4303  NAD 27      -  41 15 48.02222(N)    073 57 48.22598(W) AD(       ) 3
 LX4303
 LX4303.Superseded values are not recommended for survey control.
 LX4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4303.See file dsdata.txt to determine how the superseded data were derived.
 LX4303
 LX4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8686768520(NAD 83)
 LX4303_MARKER: Z = SEE DESCRIPTION
 LX4303_SETTING: 0 = UNSPECIFIED SETTING
 LX4303
 LX4303  HISTORY     - Date     Condition        Report By
 LX4303  HISTORY     - 1932     MONUMENTED       CGS
 LX4303  HISTORY     - 1945     SEE DESCRIPTION  CGS
 LX4303
 LX4303                          STATION DESCRIPTION
 LX4303
 LX4303'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 LX4303'STATION IS LOCATED ON THE ROUNDED POINT 55 METERS S OF THE
 LX4303'FENCE LINE MARKING THE LIMITS OF INDIAN POINT PARK OF THE
 LX4303'HUDSON RIVER DAY LINE.  A ROCKY BLUFF BROKEN DOWN, FORMS A
 LX4303'SAND BEACH ABOUT 5 METERS WIDE, STATION STANDING JUST 1 METER
 LX4303'OUTSIDE THE CLIFF.  TREES OVERHANG THE CLIFF AT THIS
 LX4303'POINT.  STATION IS A CEMENT BLOCK 11- BY 11- BY 30-INCHES
 LX4303'STANDING 6 INCHES ABOVE THE SURFACE OF THE BEACH WITH
 LX4303'STANDARD DISK IN TOP STAMPED DUMP 1932.
 LX4303'
 LX4303'TWO REFERENCE MARKS WERE SET.  NOS.1 AND 2.  BOTH SET WITH
 LX4303'CEMENT IN DRILL HOLES IN THE FACE OF THE ROCKY CLIFF, 1 METER
 LX4303'ABOVE THE SANDY BEACH, SET VERTICALLY IN THE ROCKY
 LX4303'CLIFF.  THESE FORM AN ANGLE OF APPROXIMATELY 120 DEGREES AT THE
 LX4303'STATION.
 LX4303'
 LX4303'STATION MARK IS LIABLE TO BE WASHED AWAY
 LX4303'EVENTUALLY.  REFERENCE MARKS SHOULD STAY SOME TIME.
 LX4303
 LX4303                          STATION RECOVERY (1945)
 LX4303
 LX4303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 LX4303'A HASTY SEARCH WAS MADE FOR THIS STATION WITHOUT RECOVERING
 LX4303'IT.  THE STATION MAY BE COVERED BY GRAVEL SLIDES.  NEITHER OF
 LX4303'THE TWO REFERENCE MARKS WAS FOUND.  THE STATION SHOULD NOT BE
 LX4303'CONSIDERED LOST WITHOUT A MORE THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3482 ***********************************************************************
 KU3482  DESIGNATION -  DUNE 1940
 KU3482  PID         -  KU3482
 KU3482  STATE/COUNTY-  NY/QUEENS
 KU3482  USGS QUAD   -  CONEY ISLAND (1979)
 KU3482
 KU3482                         *CURRENT SURVEY CONTROL
 KU3482  ___________________________________________________________________
 KU3482* NAD 83(1996)-  40 33 38.96120(N)    073 53 53.93653(W)     ADJUSTED  
 KU3482* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3482  ___________________________________________________________________
 KU3482  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KU3482  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KU3482
 KU3482  HORZ ORDER  -  SECOND
 KU3482
 KU3482.The horizontal coordinates were established by classical geodetic methods
 KU3482.and adjusted by the National Geodetic Survey in January 1999..
 KU3482
 KU3482.The orthometric height was scaled from a topographic map.
 KU3482
 KU3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3482
 KU3482.The geoid height was determined by GEOID03.
 KU3482
 KU3482;                    North         East     Units Scale Factor Converg.
 KU3482;SPC NY L     -    43,774.140   308,611.824   MT  1.00000758   +0 03 59.4
 KU3482;SPC NY L     -   143,615.66  1,012,503.96   sFT  1.00000758   +0 03 59.4
 KU3482;UTM  18      - 4,490,589.161   593,266.498   MT  0.99970707   +0 42 59.1
 KU3482
 KU3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3482!SPC NY L     -   1.00000464  x   1.00000758  =   1.00001222
 KU3482!UTM  18      -   1.00000464  x   0.99970707  =   0.99971171
 KU3482
 KU3482:                Primary Azimuth Mark                     Grid Az
 KU3482:SPC NY L     -  BENNETT                                  002 21 04.4
 KU3482:UTM  18      -  BENNETT                                  001 42 04.7
 KU3482
 KU3482|---------------------------------------------------------------------|
 KU3482| PID    Reference Object                     Distance      Geod. Az  |
 KU3482|                                                           dddmmss.s |
 KU3482| KU3493 BENNETT                             APPROX. 3.0 KM 0022503.8 |
 KU3482| KU3478 BRIDGE NORTH                        APPROX. 1.8 KM 0363123.9 |
 KU3482| KU3521 TILDEN A                            334.714 METERS 09612     |
 KU3482| KU3522 TILDEN B                            314.997 METERS 19222     |
 KU3482| KU3479 ROCKAWAY POINT TALL TOWER           292.270 METERS 21034     |
 KU3482| KU3426 ROCKAWAY JETTY BEACON               APPROX. 4.3 KM 2374152.5 |
 KU3482|---------------------------------------------------------------------|
 KU3482
 KU3482                          SUPERSEDED SURVEY CONTROL
 KU3482
 KU3482  NAD 83(1986)-  40 33 38.96262(N)    073 53 53.93482(W) AD(       ) 2
 KU3482  NAD 27      -  40 33 38.58361(N)    073 53 55.44436(W) AD(       ) 2
 KU3482
 KU3482.Superseded values are not recommended for survey control.
 KU3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3482.See file dsdata.txt to determine how the superseded data were derived.
 KU3482
 KU3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK9326690589(NAD 83)
 KU3482_MARKER: DS = TRIANGULATION STATION DISK
 KU3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU3482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU3482+STABILITY: SURFACE MOTION
 KU3482
 KU3482  HISTORY     - Date     Condition        Report By
 KU3482  HISTORY     - 1940     MONUMENTED       CGS
 KU3482  HISTORY     - 1952     GOOD             CGS
 KU3482  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU3482
 KU3482                          STATION DESCRIPTION
 KU3482
 KU3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU3482'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF FORT TILDEN.
 KU3482'
 KU3482'STATION IS MARKED BY A STANDARD DISK, SET IN THE TOP OF A
 KU3482'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE,
 KU3482'STAMPED DUNE 1940.
 KU3482'
 KU3482'REFERENCE MARK IS A 2-INCH PIPE PROJECTING FROM A CONCRETE
 KU3482'BLOCK.
 KU3482
 KU3482                          STATION RECOVERY (1952)
 KU3482
 KU3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3482'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION IS CORRECT
 KU3482'AND ADEQUATE WITH FOLLOWING ADDITIONS--
 KU3482'
 KU3482'STATION IS LOCATED ON TOP OF AN AMMUNITION STORAGE DUNE
 KU3482'ON THE OBSTACLE-COURSE GROUNDS OF FORT TILDEN.
 KU3482'
 KU3482'THE REFERENCE MARK, WHICH WAS A 2-INCH PIPE, IS LOST.
 KU3482
 KU3482                          STATION RECOVERY (1962)
 KU3482
 KU3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU3482'NOT RECOVERED, PROBABLY DESTROYED.  THE STATION MARK WAS FOUND
 KU3482'LYING IN THE SAND AT THE SIDE OF A LARGE DEPRESSION.  SUB
 KU3482'SURFACE MARK, IF ANY, WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1139 ***********************************************************************
 NB1139  DESIGNATION -  DUNKIRK
 NB1139  PID         -  NB1139
 NB1139  STATE/COUNTY-  NY/STEUBEN
 NB1139  USGS QUAD   -  RHEIMS (1978)
 NB1139
 NB1139                         *CURRENT SURVEY CONTROL
 NB1139  ___________________________________________________________________
 NB1139* NAD 83(1986)-  42 25 50.     (N)    077 19 55.     (W)     SCALED    
 NB1139* NAVD 88     -       384.751  (meters)    1262.30   (feet)  ADJUSTED  
 NB1139  ___________________________________________________________________
 NB1139  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NB1139  DYNAMIC HT  -         384.611 (meters)    1261.84  (feet)  COMP
 NB1139  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 NB1139
 NB1139  VERT ORDER  -  SECOND    CLASS 0
 NB1139
 NB1139.The horizontal coordinates were scaled from a topographic map and have
 NB1139.an estimated accuracy of +/- 6 seconds.
 NB1139
 NB1139.The orthometric height was determined by differential leveling
 NB1139.and adjusted by the National Geodetic Survey in June 1991..
 NB1139
 NB1139.The geoid height was determined by GEOID03.
 NB1139
 NB1139.The dynamic height is computed by dividing the NAVD 88
 NB1139.geopotential number by the normal gravity value computed on the
 NB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1139.degrees latitude (g = 980.6199 gals.).
 NB1139
 NB1139.The modeled gravity was interpolated from observed gravity values.
 NB1139
 NB1139;                    North         East    Units  Estimated Accuracy
 NB1139;SPC NY C     -   270,190.      188,400.      MT  (+/- 180 meters Scaled)
 NB1139
 NB1139                          SUPERSEDED SURVEY CONTROL
 NB1139
 NB1139  NGVD 29 (??/??/92)  384.87   (m)         1262.7    (f) COMPUTED    2 0
 NB1139
 NB1139.Superseded values are not recommended for survey control.
 NB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1139.See file dsdata.txt to determine how the superseded data were derived.
 NB1139
 NB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN081002(NAD 83)
 NB1139_MARKER: DD = SURVEY DISK
 NB1139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1139_SP_SET: BUILDING
 NB1139_STAMPING: DUNKIRK 1262
 NB1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1139
 NB1139  HISTORY     - Date     Condition        Report By
 NB1139  HISTORY     - UNK      MONUMENTED       USGS
 NB1139  HISTORY     - 1942     GOOD             NGS
 NB1139  HISTORY     - 1988     GOOD             USPSQD
 NB1139
 NB1139                          STATION DESCRIPTION
 NB1139
 NB1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1139'AT WHEELER.
 NB1139'BENCH MARK IS SET VERTICALLY IN THE FOUNDATION OF THE SECOND HOUSE
 NB1139'NORTH OF THE METHODIST CHURCH AT WHEELER. IT IS AT THE SOUTHEAST
 NB1139'CORNER OF HOUSE OWNED BY GERVIN DYGERT IN 1942, 58.0 FEET WEST
 NB1139'OF THE CENTERLINE OF STATE HIGHWAY NO.53 AND ABOUT 1.1 FEET
 NB1139'ABOVE THE GROUND.
 NB1139
 NB1139                          STATION RECOVERY (1988)
 NB1139
 NB1139'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0535 ***********************************************************************
 NC0535  DESIGNATION -  DUNKIRK
 NC0535  PID         -  NC0535
 NC0535  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0535  USGS QUAD   -  DUNKIRK (1979)
 NC0535
 NC0535                         *CURRENT SURVEY CONTROL
 NC0535  ___________________________________________________________________
 NC0535* NAD 83(1986)-  42 29 00.     (N)    079 20 03.     (W)     SCALED    
 NC0535* NAVD 88     -       182.150  (meters)     597.60   (feet)  ADJUSTED  
 NC0535  ___________________________________________________________________
 NC0535  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NC0535  DYNAMIC HT  -         182.092 (meters)     597.41  (feet)  COMP
 NC0535  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NC0535
 NC0535  VERT ORDER  -  FIRST     CLASS II
 NC0535
 NC0535.The horizontal coordinates were scaled from a topographic map and have
 NC0535.an estimated accuracy of +/- 6 seconds.
 NC0535
 NC0535.The orthometric height was determined by differential leveling
 NC0535.and adjusted by the National Geodetic Survey in November 1993..
 NC0535.WARNING-Repeat measurements at this control monument indicate possible
 NC0535.vertical movement.
 NC0535
 NC0535.The geoid height was determined by GEOID03.
 NC0535
 NC0535.The dynamic height is computed by dividing the NAVD 88
 NC0535.geopotential number by the normal gravity value computed on the
 NC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0535.degrees latitude (g = 980.6199 gals.).
 NC0535
 NC0535.The modeled gravity was interpolated from observed gravity values.
 NC0535
 NC0535;                    North         East    Units  Estimated Accuracy
 NC0535;SPC NY W     -   276,050.      288,270.      MT  (+/- 180 meters Scaled)
 NC0535
 NC0535                          SUPERSEDED SURVEY CONTROL
 NC0535
 NC0535  NAVD 88 (06/15/91)  182.155  (m)          597.62   (f) UNKNOWN     1 2
 NC0535  NGVD 29 (06/03/92)  182.294  (m)          598.08   (f) ADJUSTED    1 2
 NC0535
 NC0535.Superseded values are not recommended for survey control.
 NC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0535.See file dsdata.txt to determine how the superseded data were derived.
 NC0535
 NC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH369047(NAD 83)
 NC0535_MARKER: DB = BENCH MARK DISK
 NC0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0535_SP_SET: CONCRETE POST
 NC0535_STAMPING: DUNKIRK 1934
 NC0535_MARK LOGO: CGS   
 NC0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0535+STABILITY: SURFACE MOTION
 NC0535
 NC0535  HISTORY     - Date     Condition        Report By
 NC0535  HISTORY     - 1934     MONUMENTED       CGS
 NC0535  HISTORY     - 1935     GOOD             NGS
 NC0535  HISTORY     - 1983     GOOD             NGS
 NC0535  HISTORY     - 1986     GOOD             USPSQD
 NC0535  HISTORY     - 19930307 GOOD             LOCENG
 NC0535  HISTORY     - 19990418 GOOD             USPSQD
 NC0535
 NC0535                          STATION DESCRIPTION
 NC0535
 NC0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NC0535'IN DUNKIRK.
 NC0535'AT DUNKIRK, CHAUTAUQUA COUNTY, AT THE NORTH CORNER OF THE INTERSECTION
 NC0535'OF CENTRAL AVENUE AND FOURTH STREET, 6 FEET SOUTH OF THE SOUTH CORNER
 NC0535'OF THE CITY HALL, AND IN THE LAWN.  A STANDARD DISK, STAMPED DUNKIRK
 NC0535'1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NC0535
 NC0535                          STATION RECOVERY (1983)
 NC0535
 NC0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0535'RECOVERED IN GOOD CONDITION.
 NC0535
 NC0535                          STATION RECOVERY (1986)
 NC0535
 NC0535'RECOVERY NOTE BY US POWER SQUADRON 1986 (NJS)
 NC0535'RECOVERED IN GOOD CONDITION.
 NC0535
 NC0535                          STATION RECOVERY (1993)
 NC0535
 NC0535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 NC0535'RECOVERED IN GOOD CONDITION.
 NC0535
 NC0535                          STATION RECOVERY (1999)
 NC0535
 NC0535'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1735 ***********************************************************************
 NC1735  DESIGNATION -  DUNKIRK ADAMS FURN WHSE STACK
 NC1735  PID         -  NC1735
 NC1735  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1735  USGS QUAD   -  DUNKIRK (1979)
 NC1735
 NC1735                         *CURRENT SURVEY CONTROL
 NC1735  ___________________________________________________________________
 NC1735* NAD 83(1996)-  42 29 08.25688(N)    079 20 09.99315(W)     ADJUSTED  
 NC1735* NAVD 88     -                                                        
 NC1735  ___________________________________________________________________
 NC1735  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 NC1735  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1735
 NC1735  HORZ ORDER  -  THIRD
 NC1735
 NC1735.The horizontal coordinates were established by classical geodetic methods
 NC1735.and adjusted by the National Geodetic Survey in January 1999..
 NC1735
 NC1735
 NC1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1735
 NC1735.The geoid height was determined by GEOID03.
 NC1735
 NC1735;                    North         East     Units Scale Factor Converg.
 NC1735;SPC NY W     -   276,307.660   288,112.106   MT  0.99998461   -0 30 30.4
 NC1735;SPC NY W     -   906,519.38    945,247.80   sFT  0.99998461   -0 30 30.4
 NC1735;UTM  17      - 4,705,038.406   636,748.499   MT  0.99983008   +1 07 26.3
 NC1735
 NC1735                          SUPERSEDED SURVEY CONTROL
 NC1735
 NC1735  NAD 83(1986)-  42 29 08.25204(N)    079 20 09.98117(W) AD(       ) 4
 NC1735  NAD 27      -  42 29 08.04664(N)    079 20 10.82506(W) AD(       ) 3
 NC1735
 NC1735.Superseded values are not recommended for survey control.
 NC1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1735.See file dsdata.txt to determine how the superseded data were derived.
 NC1735
 NC1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3674805038(NAD 83)
 NC1735_MARKER: 63 = STACK
 NC1735
 NC1735  HISTORY     - Date     Condition        Report By
 NC1735  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1735  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NC1735
 NC1735                          STATION DESCRIPTION
 NC1735
 NC1735'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1735'THE OBJECT IS A SHORT, ORANGE BRICK STACK SITUATED ATOP THE
 NC1735'ADAMS FURNITURE WAREHOUSE BUILDING.  THE ABANDONED, FOUR-SIDED
 NC1735'STRUCTURE IS LOCATED AT THE SOUTHWEST CORNER OF CENTRAL AVENUE
 NC1735'AND EAST SECOND STREET.
 NC1735'
 NC1735'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE STACK.
 NC1735
 NC1735                          STATION RECOVERY (1991)
 NC1735
 NC1735'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1740 ***********************************************************************
 NC1740  DESIGNATION -  DUNKIRK ALLEGHENY STEEL STACK
 NC1740  PID         -  NC1740
 NC1740  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1740  USGS QUAD   -  DUNKIRK (1979)
 NC1740
 NC1740                         *CURRENT SURVEY CONTROL
 NC1740  ___________________________________________________________________
 NC1740* NAD 83(1996)-  42 28 24.67688(N)    079 20 19.49531(W)     ADJUSTED  
 NC1740* NAVD 88     -                                                        
 NC1740  ___________________________________________________________________
 NC1740  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 NC1740  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NC1740
 NC1740  HORZ ORDER  -  THIRD
 NC1740
 NC1740.The horizontal coordinates were established by classical geodetic methods
 NC1740.and adjusted by the National Geodetic Survey in January 1999..
 NC1740.No horizontal observational check was made to the station.
 NC1740
 NC1740
 NC1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1740
 NC1740.The geoid height was determined by GEOID03.
 NC1740
 NC1740;                    North         East     Units Scale Factor Converg.
 NC1740;SPC NY W     -   274,964.946   287,883.131   MT  0.99998496   -0 30 36.4
 NC1740;SPC NY W     -   902,114.16    944,496.57   sFT  0.99998496   -0 30 36.4
 NC1740;UTM  17      - 4,703,689.924   636,557.893   MT  0.99982944   +1 07 19.0
 NC1740
 NC1740                          SUPERSEDED SURVEY CONTROL
 NC1740
 NC1740  NAD 83(1986)-  42 28 24.67213(N)    079 20 19.48301(W) AD(       ) 4
 NC1740  NAD 27      -  42 28 24.46455(N)    079 20 20.32644(W) AD(       ) 3
 NC1740
 NC1740.Superseded values are not recommended for survey control.
 NC1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1740.See file dsdata.txt to determine how the superseded data were derived.
 NC1740
 NC1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3655803690(NAD 83)
 NC1740_MARKER: 63 = STACK
 NC1740
 NC1740  HISTORY     - Date     Condition        Report By
 NC1740  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1740  HISTORY     - 1991     GOOD             USPSQD
 NC1740  HISTORY     - 19990418 MARK NOT FOUND   USPSQD
 NC1740
 NC1740                          STATION DESCRIPTION
 NC1740
 NC1740'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1740'THE OBJECT IS LOCATED ABOUT 1.2 MILES SOUTH OF DUNKIRK, NEW
 NC1740'YORK AT THE WEST END OF HOWARD ST.  IT IS A LONE STACK AND IS
 NC1740'CONSTRUCTED OF RED BRICK, WITHEN THE PERIMETER OF THE ALLEGHENY
 NC1740'LUDLUM STEEL CORP. PLANT AREA.
 NC1740'
 NC1740'THE POINT OF INTERSECTION IS THE CENTERLINE OF THE STACK.
 NC1740
 NC1740                          STATION RECOVERY (1991)
 NC1740
 NC1740'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1740'RECOVERED IN GOOD CONDITION.
 NC1740
 NC1740                          STATION RECOVERY (1999)
 NC1740
 NC1740'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1727 ***********************************************************************
 NC1727  DESIGNATION -  DUNKIRK CENEDELLA PROD STACK
 NC1727  PID         -  NC1727
 NC1727  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1727  USGS QUAD   -  DUNKIRK (1979)
 NC1727
 NC1727                         *CURRENT SURVEY CONTROL
 NC1727  ___________________________________________________________________
 NC1727* NAD 83(1996)-  42 29 09.87373(N)    079 19 06.68518(W)     ADJUSTED  
 NC1727* NAVD 88     -                                                        
 NC1727  ___________________________________________________________________
 NC1727  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 NC1727  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NC1727
 NC1727  HORZ ORDER  -  THIRD
 NC1727
 NC1727.The horizontal coordinates were established by classical geodetic methods
 NC1727.and adjusted by the National Geodetic Survey in January 1999..
 NC1727.No horizontal observational check was made to the station.
 NC1727
 NC1727
 NC1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1727
 NC1727.The geoid height was determined by GEOID03.
 NC1727
 NC1727;                    North         East     Units Scale Factor Converg.
 NC1727;SPC NY W     -   276,344.867   289,558.304   MT  0.99998243   -0 29 47.7
 NC1727;SPC NY W     -   906,641.45    949,992.54   sFT  0.99998243   -0 29 47.7
 NC1727;UTM  17      - 4,705,116.785   638,192.833   MT  0.99983497   +1 08 09.1
 NC1727
 NC1727                          SUPERSEDED SURVEY CONTROL
 NC1727
 NC1727  NAD 83(1986)-  42 29 09.86922(N)    079 19 06.67318(W) AD(       ) 4
 NC1727  NAD 27      -  42 29 09.66187(N)    079 19 07.51624(W) AD(       ) 3
 NC1727
 NC1727.Superseded values are not recommended for survey control.
 NC1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1727.See file dsdata.txt to determine how the superseded data were derived.
 NC1727
 NC1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3819305117(NAD 83)
 NC1727_MARKER: 63 = STACK
 NC1727
 NC1727  HISTORY     - Date     Condition        Report By
 NC1727  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1727  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NC1727
 NC1727                          STATION DESCRIPTION
 NC1727
 NC1727'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1727'THE OBJECT IS A LARGE WHITE STACK OPERATED BY CENEDELLA WOOD
 NC1727'PRODUCTS, INC.  THE FACTORY IS PART OF THE PROGRESS PARK COMPLEX
 NC1727'WHICH IS SITUATED ON THE EAST SIDE OF S. ROBERTS AVENUE NEAR THE
 NC1727'E. TALCOTT INTERSECTION.
 NC1727'
 NC1727'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE STACK.
 NC1727
 NC1727                          STATION RECOVERY (1991)
 NC1727
 NC1727'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1739 ***********************************************************************
 NC1739  DESIGNATION -  DUNKIRK EAST SHOAL LT SUPPORT
 NC1739  PID         -  NC1739
 NC1739  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1739  USGS QUAD   -  DUNKIRK (1979)
 NC1739
 NC1739                         *CURRENT SURVEY CONTROL
 NC1739  ___________________________________________________________________
 NC1739* NAD 83(1996)-  42 29 21.34239(N)    079 20 17.61519(W)     ADJUSTED  
 NC1739* NAVD 88     -                                                        
 NC1739  ___________________________________________________________________
 NC1739  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 NC1739  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1739
 NC1739  HORZ ORDER  -  THIRD
 NC1739
 NC1739.The horizontal coordinates were established by classical geodetic methods
 NC1739.and adjusted by the National Geodetic Survey in January 1999..
 NC1739
 NC1739
 NC1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1739
 NC1739.The geoid height was determined by GEOID03.
 NC1739
 NC1739;                    North         East     Units Scale Factor Converg.
 NC1739;SPC NY W     -   276,712.956   287,941.634   MT  0.99998487   -0 30 35.7
 NC1739;SPC NY W     -   907,849.09    944,688.51   sFT  0.99998487   -0 30 35.7
 NC1739;UTM  17      - 4,705,438.619   636,566.579   MT  0.99982947   +1 07 21.4
 NC1739
 NC1739                          SUPERSEDED SURVEY CONTROL
 NC1739
 NC1739  NAD 83(1986)-  42 29 21.33739(N)    079 20 17.60315(W) AD(       ) 4
 NC1739  NAD 27      -  42 29 21.13329(N)    079 20 18.44568(W) AD(       ) 3
 NC1739
 NC1739.Superseded values are not recommended for survey control.
 NC1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1739.See file dsdata.txt to determine how the superseded data were derived.
 NC1739
 NC1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3656705439(NAD 83)
 NC1739
 NC1739  HISTORY     - Date     Condition        Report By
 NC1739  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1739  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NC1739
 NC1739                          STATION DESCRIPTION
 NC1739
 NC1739'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1739'THE OBJECT IS THE EAST SHOAL LIGHT SUPPORT SITUATED APPROXIMATELY
 NC1739'500 FEET WEST OF THE NORTHERN TERMINUS OF THE MUNICIPAL PIER IN
 NC1739'DOWNTOWN DUNKIRK.  THE SUPPORT IS SIX INCH DIAMETER STEEL PIPING
 NC1739'AND STANDS FOUR FEET ABOVE WATER.  NO LIGHT WAS PRESENT.
 NC1739'
 NC1739'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE SUPPORT.
 NC1739
 NC1739                          STATION RECOVERY (1991)
 NC1739
 NC1739'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1746 ***********************************************************************
 NC1746  DESIGNATION -  DUNKIRK FILTER PLANT TANK
 NC1746  PID         -  NC1746
 NC1746  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1746  USGS QUAD   -  DUNKIRK (1979)
 NC1746
 NC1746                         *CURRENT SURVEY CONTROL
 NC1746  ___________________________________________________________________
 NC1746* NAD 83(1996)-  42 29 11.83113(N)    079 20 31.80451(W)     ADJUSTED  
 NC1746* NAVD 88     -                                                        
 NC1746  ___________________________________________________________________
 NC1746  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 NC1746  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1746
 NC1746  HORZ ORDER  -  THIRD
 NC1746
 NC1746.The horizontal coordinates were established by classical geodetic methods
 NC1746.and adjusted by the National Geodetic Survey in January 1999..
 NC1746
 NC1746
 NC1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1746
 NC1746.The geoid height was determined by GEOID03.
 NC1746
 NC1746;                    North         East     Units Scale Factor Converg.
 NC1746;SPC NY W     -   276,422.380   287,614.985   MT  0.99998537   -0 30 45.2
 NC1746;SPC NY W     -   906,895.76    943,616.83   sFT  0.99998537   -0 30 45.2
 NC1746;UTM  17      - 4,705,138.903   636,248.390   MT  0.99982840   +1 07 11.6
 NC1746
 NC1746                          SUPERSEDED SURVEY CONTROL
 NC1746
 NC1746  NAD 83(1986)-  42 29 11.82540(N)    079 20 31.79422(W) AD(       ) 4
 NC1746  NAD 27      -  42 29 11.61027(N)    079 20 32.65963(W) AD(       ) 3
 NC1746
 NC1746.Superseded values are not recommended for survey control.
 NC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1746.See file dsdata.txt to determine how the superseded data were derived.
 NC1746
 NC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3624805139(NAD 83)
 NC1746_MARKER: 53 = ELEVATED TANK
 NC1746
 NC1746  HISTORY     - Date     Condition        Report By
 NC1746  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1746  HISTORY     - 1991     GOOD             USPSQD
 NC1746
 NC1746                          STATION DESCRIPTION
 NC1746
 NC1746'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1746'THE OBJECT IS LOCATED WITHIN THE CONFINEMENTS OF THE DUNKIRK
 NC1746'FILTER PLANT ON HIGHWAY 5, 0.5 MILES WEST OF DOWNTOWN.  THE OBJECT
 NC1746'IS A GREEN WATER TANK APPROXIMATELY SIXTY FEET HIGH.  THE TANK
 NC1746'ITSELF IS SUPPORTED BY FOUR LEGS.  WITHIN THE LEGS IS A LARGE
 NC1746'PIPE THAT RUNS FROM THE BOTTOM OF THE TANK TO THE BASE OF THE
 NC1746'STRUCTURE.  THE TANK HAS A CONE SHAPED ROOF WITH A HEMISPHERICAL
 NC1746'BOTTOM.
 NC1746'
 NC1746'THE POINT OF INTERSECTION WAS THE BALL FINIAL AT THE CENTER
 NC1746'OF THE TANK.
 NC1746
 NC1746                          STATION RECOVERY (1991)
 NC1746
 NC1746'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1737 ***********************************************************************
 NC1737  DESIGNATION -  DUNKIRK FIRE HDQTRS TOWER
 NC1737  PID         -  NC1737
 NC1737  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1737  USGS QUAD   -  DUNKIRK (1979)
 NC1737
 NC1737                         *CURRENT SURVEY CONTROL
 NC1737  ___________________________________________________________________
 NC1737* NAD 83(1996)-  42 29 01.89977(N)    079 20 12.45971(W)     ADJUSTED  
 NC1737* NAVD 88     -                                                        
 NC1737  ___________________________________________________________________
 NC1737  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 NC1737  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC1737
 NC1737  HORZ ORDER  -  THIRD
 NC1737
 NC1737.The horizontal coordinates were established by classical geodetic methods
 NC1737.and adjusted by the National Geodetic Survey in January 1999..
 NC1737.No horizontal observational check was made to the station.
 NC1737
 NC1737
 NC1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1737
 NC1737.The geoid height was determined by GEOID03.
 NC1737
 NC1737;                    North         East     Units Scale Factor Converg.
 NC1737;SPC NY W     -   276,112.014   288,054.035   MT  0.99998470   -0 30 32.0
 NC1737;SPC NY W     -   905,877.50    945,057.28   sFT  0.99998470   -0 30 32.0
 NC1737;UTM  17      - 4,704,841.216   636,696.033   MT  0.99982990   +1 07 24.5
 NC1737
 NC1737                          SUPERSEDED SURVEY CONTROL
 NC1737
 NC1737  NAD 83(1986)-  42 29 01.89455(N)    079 20 12.44775(W) AD(       ) 4
 NC1737  NAD 27      -  42 29 01.68440(N)    079 20 13.29180(W) AD(       ) 3
 NC1737
 NC1737.Superseded values are not recommended for survey control.
 NC1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1737.See file dsdata.txt to determine how the superseded data were derived.
 NC1737
 NC1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3669604841(NAD 83)
 NC1737_MARKER: 55 = TOWER
 NC1737
 NC1737  HISTORY     - Date     Condition        Report By
 NC1737  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1737  HISTORY     - 1991     GOOD             USPSQD
 NC1737
 NC1737                          STATION DESCRIPTION
 NC1737
 NC1737'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1737'THE OBJECT IS THE TOWER ON THE FIRE HEADQUARTERS LOCATED NEAR
 NC1737'THE CORNER OF EAGLE STREET AND W. THIRD STREET.  THE TOWER IS
 NC1737'MADE OF RED AND YELLOW BRICK.  THE ROOF IS OF PYRAMIDAL SHAPE
 NC1737'AND COVERED WITH RED SHINGLES.
 NC1737'
 NC1737'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE TOWER.
 NC1737
 NC1737                          STATION RECOVERY (1991)
 NC1737
 NC1737'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1728 ***********************************************************************
 NC1728  DESIGNATION -  DUNKIRK FREDONIA PROD CO STACK
 NC1728  PID         -  NC1728
 NC1728  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1728  USGS QUAD   -  DUNKIRK (1979)
 NC1728
 NC1728                         *CURRENT SURVEY CONTROL
 NC1728  ___________________________________________________________________
 NC1728* NAD 83(1996)-  42 29 10.29134(N)    079 19 27.21898(W)     ADJUSTED  
 NC1728* NAVD 88     -                                                        
 NC1728  ___________________________________________________________________
 NC1728  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 NC1728  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NC1728
 NC1728  HORZ ORDER  -  THIRD
 NC1728
 NC1728.The horizontal coordinates were established by classical geodetic methods
 NC1728.and adjusted by the National Geodetic Survey in January 1999..
 NC1728
 NC1728
 NC1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1728
 NC1728.The geoid height was determined by GEOID03.
 NC1728
 NC1728;                    North         East     Units Scale Factor Converg.
 NC1728;SPC NY W     -   276,361.832   289,089.489   MT  0.99998313   -0 30 01.5
 NC1728;SPC NY W     -   906,697.11    948,454.43   sFT  0.99998313   -0 30 01.5
 NC1728;UTM  17      - 4,705,120.387   637,723.794   MT  0.99983337   +1 07 55.3
 NC1728
 NC1728                          SUPERSEDED SURVEY CONTROL
 NC1728
 NC1728  NAD 83(1986)-  42 29 10.28668(N)    079 19 27.20692(W) AD(       ) 4
 NC1728  NAD 27      -  42 29 10.07955(N)    079 19 28.04964(W) AD(       ) 3
 NC1728
 NC1728.Superseded values are not recommended for survey control.
 NC1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1728.See file dsdata.txt to determine how the superseded data were derived.
 NC1728
 NC1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3772405120(NAD 83)
 NC1728_MARKER: 63 = STACK
 NC1728
 NC1728  HISTORY     - Date     Condition        Report By
 NC1728  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1728  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NC1728
 NC1728                          STATION DESCRIPTION
 NC1728
 NC1728'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1728'THE OBJECT IS A STACK SET ATOP THE FREDONIA PRODUCTS
 NC1728'CO. BUILDING WHICH IS SITUATED AT THE NORTHWEST CORNER OF
 NC1728'S. ROBERTS AND E. TALCOTT AVENUES.  THE BLACK STACK IS ANCHORED
 NC1728'BY NUMEROUS GUY WIRES.
 NC1728'
 NC1728'THE POINT OF INTERSECTION WAS THE CENTER OF THE STACK.
 NC1728
 NC1728                          STATION RECOVERY (1991)
 NC1728
 NC1728'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1734 ***********************************************************************
 NC1734  DESIGNATION -  DUNKIRK J M PLUMB HEAT RAD ANT
 NC1734  PID         -  NC1734
 NC1734  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1734  USGS QUAD   -  DUNKIRK (1979)
 NC1734
 NC1734                         *CURRENT SURVEY CONTROL
 NC1734  ___________________________________________________________________
 NC1734* NAD 83(1996)-  42 29 10.78126(N)    079 20 08.30820(W)     ADJUSTED  
 NC1734* NAVD 88     -                                                        
 NC1734  ___________________________________________________________________
 NC1734  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 NC1734  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1734
 NC1734  HORZ ORDER  -  THIRD
 NC1734
 NC1734.The horizontal coordinates were established by classical geodetic methods
 NC1734.and adjusted by the National Geodetic Survey in January 1999..
 NC1734
 NC1734
 NC1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1734
 NC1734.The geoid height was determined by GEOID03.
 NC1734
 NC1734;                    North         East     Units Scale Factor Converg.
 NC1734;SPC NY W     -   276,385.208   288,151.276   MT  0.99998455   -0 30 29.3
 NC1734;SPC NY W     -   906,773.80    945,376.31   sFT  0.99998455   -0 30 29.3
 NC1734;UTM  17      - 4,705,117.026   636,785.438   MT  0.99983020   +1 07 27.5
 NC1734
 NC1734                          SUPERSEDED SURVEY CONTROL
 NC1734
 NC1734  NAD 83(1986)-  42 29 10.77652(N)    079 20 08.29627(W) AD(       ) 4
 NC1734  NAD 27      -  42 29 10.57141(N)    079 20 09.14116(W) AD(       ) 3
 NC1734
 NC1734.Superseded values are not recommended for survey control.
 NC1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1734.See file dsdata.txt to determine how the superseded data were derived.
 NC1734
 NC1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3678505117(NAD 83)
 NC1734_MARKER: 41 = ANTENNA MAST
 NC1734
 NC1734  HISTORY     - Date     Condition        Report By
 NC1734  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1734  HISTORY     - 1991     GOOD             USPSQD
 NC1734
 NC1734                          STATION DESCRIPTION
 NC1734
 NC1734'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1734'THE OBJECT IS RADIO ANTENNA ATOP THE BUILDING CALLED THE COBURN
 NC1734'BLOCK ON THE NORTHWEST CORNER OF EAST SECOND ST. AND CENTRAL
 NC1734'AVE.  THE RADIO ANTENNA IS OWNED BY J AND M PLUMBING AND
 NC1734'HEATING.  THE ANTENNA IS A SINGLE POLE SUPPORTED BY FOUR GUY
 NC1734'WIRES.
 NC1734'
 NC1734'THE POINT OF INTERSECT WAS THE CENTERLINE OF THE RADIO ANTENNA.
 NC1734
 NC1734                          STATION RECOVERY (1991)
 NC1734
 NC1734'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1733 ***********************************************************************
 NC1733  DESIGNATION -  DUNKIRK JOES RADIO TV RAD MAST
 NC1733  PID         -  NC1733
 NC1733  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1733  USGS QUAD   -  DUNKIRK (1979)
 NC1733
 NC1733                         *CURRENT SURVEY CONTROL
 NC1733  ___________________________________________________________________
 NC1733* NAD 83(1996)-  42 29 09.49327(N)    079 20 05.95503(W)     ADJUSTED  
 NC1733* NAVD 88     -                                                        
 NC1733  ___________________________________________________________________
 NC1733  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 NC1733  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC1733
 NC1733  HORZ ORDER  -  THIRD
 NC1733
 NC1733.The horizontal coordinates were established by classical geodetic methods
 NC1733.and adjusted by the National Geodetic Survey in January 1999..
 NC1733
 NC1733
 NC1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1733
 NC1733.The geoid height was determined by GEOID03.
 NC1733
 NC1733;                    North         East     Units Scale Factor Converg.
 NC1733;SPC NY W     -   276,344.991   288,204.663   MT  0.99998447   -0 30 27.7
 NC1733;SPC NY W     -   906,641.86    945,551.47   sFT  0.99998447   -0 30 27.7
 NC1733;UTM  17      - 4,705,078.352   636,839.941   MT  0.99983039   +1 07 29.1
 NC1733
 NC1733                          SUPERSEDED SURVEY CONTROL
 NC1733
 NC1733  NAD 83(1986)-  42 29 09.48852(N)    079 20 05.94310(W) AD(       ) 4
 NC1733  NAD 27      -  42 29 09.28328(N)    079 20 06.78706(W) AD(       ) 3
 NC1733
 NC1733.Superseded values are not recommended for survey control.
 NC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1733.See file dsdata.txt to determine how the superseded data were derived.
 NC1733
 NC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3684005078(NAD 83)
 NC1733_MARKER: 42 = RADIO/TV MAST
 NC1733
 NC1733  HISTORY     - Date     Condition        Report By
 NC1733  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1733  HISTORY     - 1991     GOOD             USPSQD
 NC1733
 NC1733                          STATION DESCRIPTION
 NC1733
 NC1733'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1733'THE OBJECT IS A RADIO MAST USED FOR COMMUNICATIONS BETWEEN RADIO
 NC1733'SHOP AND BUSINESS VEHICLES.  THE STORE IS LOCATED IN DOWNTOWN
 NC1733'DUNKIRK AT THE SOUTHEAST CORNER OF CENTRAL AVENUE AND E. SECOND
 NC1733'STREET.
 NC1733'
 NC1733'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE MAST.
 NC1733
 NC1733                          STATION RECOVERY (1991)
 NC1733
 NC1733'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1749 ***********************************************************************
 NC1749  DESIGNATION -  DUNKIRK LAKE SH DELIV RAD MAST
 NC1749  PID         -  NC1749
 NC1749  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1749  USGS QUAD   -  DUNKIRK (1979)
 NC1749
 NC1749                         *CURRENT SURVEY CONTROL
 NC1749  ___________________________________________________________________
 NC1749* NAD 83(1996)-  42 29 00.85376(N)    079 20 47.69143(W)     ADJUSTED  
 NC1749* NAVD 88     -                                                        
 NC1749  ___________________________________________________________________
 NC1749  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 NC1749  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1749
 NC1749  HORZ ORDER  -  THIRD
 NC1749
 NC1749.The horizontal coordinates were established by classical geodetic methods
 NC1749.and adjusted by the National Geodetic Survey in January 1999..
 NC1749.No horizontal observational check was made to the station.
 NC1749
 NC1749
 NC1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1749
 NC1749.The geoid height was determined by GEOID03.
 NC1749
 NC1749;                    North         East     Units Scale Factor Converg.
 NC1749;SPC NY W     -   276,086.933   287,249.133   MT  0.99998593   -0 30 55.8
 NC1749;SPC NY W     -   905,795.21    942,416.53   sFT  0.99998593   -0 30 55.8
 NC1749;UTM  17      - 4,704,793.224   635,892.299   MT  0.99982721   +1 07 00.7
 NC1749
 NC1749                          SUPERSEDED SURVEY CONTROL
 NC1749
 NC1749  NAD 83(1986)-  42 29 00.84894(N)    079 20 47.67932(W) AD(       ) 4
 NC1749  NAD 27      -  42 29 00.64504(N)    079 20 48.51955(W) AD(       ) 3
 NC1749
 NC1749.Superseded values are not recommended for survey control.
 NC1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1749.See file dsdata.txt to determine how the superseded data were derived.
 NC1749
 NC1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3589204793(NAD 83)
 NC1749_MARKER: 42 = RADIO/TV MAST
 NC1749
 NC1749  HISTORY     - Date     Condition        Report By
 NC1749  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1749
 NC1749                          STATION DESCRIPTION
 NC1749
 NC1749'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1747 ***********************************************************************
 NC1747  DESIGNATION -  DUNKIRK LIGHT 3
 NC1747  PID         -  NC1747
 NC1747  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1747  USGS QUAD   -  DUNKIRK (1979)
 NC1747
 NC1747                         *CURRENT SURVEY CONTROL
 NC1747  ___________________________________________________________________
 NC1747* NAD 83(1996)-  42 29 35.99870(N)    079 20 38.82242(W)     ADJUSTED  
 NC1747* NAVD 88     -                                                        
 NC1747  ___________________________________________________________________
 NC1747  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 NC1747  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1747
 NC1747  HORZ ORDER  -  THIRD
 NC1747
 NC1747.The horizontal coordinates were established by classical geodetic methods
 NC1747.and adjusted by the National Geodetic Survey in January 1999..
 NC1747
 NC1747
 NC1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1747
 NC1747.The geoid height was determined by GEOID03.
 NC1747
 NC1747;                    North         East     Units Scale Factor Converg.
 NC1747;SPC NY W     -   277,169.498   287,461.408   MT  0.99998560   -0 30 50.1
 NC1747;SPC NY W     -   909,346.93    943,112.97   sFT  0.99998560   -0 30 50.1
 NC1747;UTM  17      - 4,705,881.225   636,073.618   MT  0.99982781   +1 07 07.4
 NC1747
 NC1747                          SUPERSEDED SURVEY CONTROL
 NC1747
 NC1747  NAD 83(1986)-  42 29 35.99368(N)    079 20 38.81100(W) AD(       ) 4
 NC1747  NAD 27      -  42 29 35.78821(N)    079 20 39.65233(W) AD(       ) 3
 NC1747
 NC1747.Superseded values are not recommended for survey control.
 NC1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1747.See file dsdata.txt to determine how the superseded data were derived.
 NC1747
 NC1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3607405881(NAD 83)
 NC1747_MARKER: 14 = NAVIGATION LIGHT
 NC1747
 NC1747  HISTORY     - Date     Condition        Report By
 NC1747  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1747  HISTORY     - 1991     GOOD             USPSQD
 NC1747
 NC1747                          STATION DESCRIPTION
 NC1747
 NC1747'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1747'THE OBJECT IS A FLASHING GREEN LIGHT FIXED ON A WHITE STEEL POLE
 NC1747'APPROXIMATELY 15 FEET HIGH, LOCATED ON THE NORTHWEST END OF THE
 NC1747'BREAKWALL AND THE EAST SIDE OF THE DUNKIRK HARBOR ENTRANCE CHANNEL.
 NC1747'
 NC1747'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE LIGHT.
 NC1747
 NC1747                          STATION RECOVERY (1991)
 NC1747
 NC1747'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1760 ***********************************************************************
 NC1760  DESIGNATION -  DUNKIRK LIGHTHOUSE
 NC1760  PID         -  NC1760
 NC1760  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1760  USGS QUAD   -  DUNKIRK (1979)
 NC1760
 NC1760                         *CURRENT SURVEY CONTROL
 NC1760  ___________________________________________________________________
 NC1760* NAD 83(1996)-  42 29 37.95278(N)    079 21 14.10445(W)     ADJUSTED  
 NC1760* NAVD 88     -                                                        
 NC1760  ___________________________________________________________________
 NC1760  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 NC1760  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1760
 NC1760  HORZ ORDER  -  THIRD
 NC1760
 NC1760.The horizontal coordinates were established by classical geodetic methods
 NC1760.and adjusted by the National Geodetic Survey in January 1999..
 NC1760
 NC1760
 NC1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1760
 NC1760.The geoid height was determined by GEOID03.
 NC1760
 NC1760;                    North         East     Units Scale Factor Converg.
 NC1760;SPC NY W     -   277,237.064   286,656.318   MT  0.99998685   -0 31 14.0
 NC1760;SPC NY W     -   909,568.60    940,471.60   sFT  0.99998685   -0 31 14.0
 NC1760;UTM  17      - 4,705,925.818   635,267.058   MT  0.99982512   +1 06 43.6
 NC1760
 NC1760                          SUPERSEDED SURVEY CONTROL
 NC1760
 NC1760  NAD 83(1986)-  42 29 37.94743(N)    079 21 14.09270(W) AD(       ) 4
 NC1760  NAD 27      -  42 29 37.74216(N)    079 21 14.93340(W) AD(       ) 3
 NC1760
 NC1760.Superseded values are not recommended for survey control.
 NC1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1760.See file dsdata.txt to determine how the superseded data were derived.
 NC1760
 NC1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3526705926(NAD 83)
 NC1760_MARKER: 13 = LIGHTHOUSE
 NC1760
 NC1760  HISTORY     - Date     Condition        Report By
 NC1760  HISTORY     - 1893     FIRST OBSERVED   USLS
 NC1760  HISTORY     - 1991     GOOD             USPSQD
 NC1760
 NC1760                          STATION DESCRIPTION
 NC1760
 NC1760'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1759 ***********************************************************************
 NC1759  DESIGNATION -  DUNKIRK LT ECC
 NC1759  PID         -  NC1759
 NC1759  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1759  USGS QUAD   -  DUNKIRK (1979)
 NC1759
 NC1759                         *CURRENT SURVEY CONTROL
 NC1759  ___________________________________________________________________
 NC1759* NAD 83(1996)-  42 29 37.89594(N)    079 21 14.00950(W)     ADJUSTED  
 NC1759* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 NC1759  ___________________________________________________________________
 NC1759  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 NC1759  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1759
 NC1759  HORZ ORDER  -  SECOND
 NC1759
 NC1759.The horizontal coordinates were established by classical geodetic methods
 NC1759.and adjusted by the National Geodetic Survey in January 1999..
 NC1759
 NC1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1759
 NC1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1759
 NC1759.The geoid height was determined by GEOID03.
 NC1759
 NC1759;                    North         East     Units Scale Factor Converg.
 NC1759;SPC NY W     -   277,235.290   286,658.470   MT  0.99998685   -0 31 13.9
 NC1759;SPC NY W     -   909,562.78    940,478.66   sFT  0.99998685   -0 31 13.9
 NC1759;UTM  17      - 4,705,924.107   635,269.259   MT  0.99982513   +1 06 43.7
 NC1759
 NC1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1759!SPC NY W     -   0.99997476  x   0.99998685  =   0.99996161
 NC1759!UTM  17      -   0.99997476  x   0.99982513  =   0.99979990
 NC1759
 NC1759:                Primary Azimuth Mark                     Grid Az
 NC1759:SPC NY W     -  LOTUS POINT                              060 08 11.6
 NC1759:UTM  17      -  LOTUS POINT                              058 30 14.0
 NC1759
 NC1759|---------------------------------------------------------------------|
 NC1759| PID    Reference Object                     Distance      Geod. Az  |
 NC1759|                                                           dddmmss.s |
 NC1759| NC1700 LOTUS POINT                         APPROX.21.3 KM 0593657.7 |
 NC1759| CZ9332 DUNKIRK LT ECC RM 2                   3.877 METERS 26358     |
 NC1759| NC1760 DUNKIRK LIGHTHOUSE                    2.789 METERS 30858     |
 NC1759| CZ9331 DUNKIRK LT ECC RM 1                   3.862 METERS 35133     |
 NC1759|---------------------------------------------------------------------|
 NC1759
 NC1759                          SUPERSEDED SURVEY CONTROL
 NC1759
 NC1759  NAD 83(1986)-  42 29 37.89081(N)    079 21 13.99749(W) AD(       ) 2
 NC1759  NAD 27      -  42 29 37.68550(N)    079 21 14.83875(W) AD(       ) 2
 NC1759  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 NC1759
 NC1759.Superseded values are not recommended for survey control.
 NC1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1759.See file dsdata.txt to determine how the superseded data were derived.
 NC1759
 NC1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3526905924(NAD 83)
 NC1759_MARKER: DD = SURVEY DISK
 NC1759_SETTING: 0 = UNSPECIFIED SETTING
 NC1759
 NC1759  HISTORY     - Date     Condition        Report By
 NC1759  HISTORY     - 1972     MONUMENTED       USLS
 NC1759  HISTORY     - 1991     GOOD             USPSQD
 NC1759
 NC1759                          STATION DESCRIPTION
 NC1759
 NC1759'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 NC1759'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME
 NC1759'
 NC1759'STATION IS LOCATED ON POINT GRATIOT AT LAKE ERIE, 1 MILE
 NC1759'NORTHWEST OF DUNKIRK, ATOP THE DUNKIRK LIGHTHOUSE.
 NC1759'
 NC1759'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND
 NC1759'LAKE SHORE DRIVE (ROUTE 5) IN DUNKIRK, PROCEED WEST ON LAKE SHORE
 NC1759'DRIVE FOR 0.75 MILES TO THE INTERSECTION OF POINT DRIVE NORTH.
 NC1759'TURN RIGHT, NORTH, FOR 0.6 MILES TO POINT GRATIOT AND THE
 NC1759'LIGHTHOUSE.  STATION IS ON THE SOUTHEAST CORNER OF THE
 NC1759'STEEL/CONCRETE PLATFORM JUST BELOW THE LIGHT.  ACCESS TO THE
 NC1759'LIGHTHOUSE MAY BE OBTAINED FROM THE DUNKIRK CIVIL DEFENSE
 NC1759'GROUP WHICH MAINTAINS THE LIGHTHOUSE.
 NC1759'
 NC1759'ALL MARKS ARE STANDARD DISKS CEMENTED TO THE STEEL DECK.
 NC1759'
 NC1759'STATION MARK, STAMPED DUNKIRK LIGHT ECC. 1972, IS 1.63 FEET
 NC1759'NORTHWEST OF THE SOUTHEAST CORNER OF THE RAILING, 4.25 FEET SSW
 NC1759'OF THE FIRST RAILPOST NORTH OF THE SOUTHEAST CORNER AND 3.94 FEET
 NC1759'ENE OF THE FIRST RAILPOST WEST OF THE SOUTHEAST CORNER.
 NC1759'
 NC1759'REFERENCE MARK 1, STAMPED DUNKIRK LIGHT ECC LSC NO 1 1972, IS
 NC1759'2.05 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE RAILING AND
 NC1759'3.20 FEET NORTHEAST OF THE LIGHTHOUSE WALL.
 NC1759'
 NC1759'REFERENCE MARK 2, STAMPED DUNKIRK LIGHT ECC LSC NO 2 1972, IS
 NC1759'1.82 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE RAILING AND
 NC1759'3.30 FEET SOUTHWEST OF THE LIGHTHOUSE WALL.
 NC1759'
 NC1759'NO AZIMUTH MARK WAS SET AS NUMEROUS OBJECTS ARE VISIBLE FROM
 NC1759'THE GROUND AT THE STATION.
 NC1759'
 NC1759'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 NC1759
 NC1759                          STATION RECOVERY (1991)
 NC1759
 NC1759'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1736 ***********************************************************************
 NC1736  DESIGNATION -  DUNKIRK MUN PR LSC 1972
 NC1736  PID         -  NC1736
 NC1736  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1736  USGS QUAD   -  DUNKIRK (1979)
 NC1736
 NC1736                         *CURRENT SURVEY CONTROL
 NC1736  ___________________________________________________________________
 NC1736* NAD 83(1996)-  42 29 19.56488(N)    079 20 10.47138(W)     ADJUSTED  
 NC1736* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 NC1736  ___________________________________________________________________
 NC1736  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 NC1736  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1736
 NC1736  HORZ ORDER  -  SECOND
 NC1736
 NC1736.The horizontal coordinates were established by classical geodetic methods
 NC1736.and adjusted by the National Geodetic Survey in January 1999..
 NC1736
 NC1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1736
 NC1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1736
 NC1736.The geoid height was determined by GEOID03.
 NC1736
 NC1736;                    North         East     Units Scale Factor Converg.
 NC1736;SPC NY W     -   276,656.661   288,104.281   MT  0.99998462   -0 30 30.8
 NC1736;SPC NY W     -   907,664.40    945,222.13   sFT  0.99998462   -0 30 30.8
 NC1736;UTM  17      - 4,705,386.989   636,730.738   MT  0.99983002   +1 07 26.2
 NC1736
 NC1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1736!SPC NY W     -   0.99997789  x   0.99998462  =   0.99996251
 NC1736!UTM  17      -   0.99997789  x   0.99983002  =   0.99980792
 NC1736
 NC1736:                Primary Azimuth Mark                     Grid Az
 NC1736:SPC NY W     -  DUNKIRK SACRED HEART CH SPIRE            126 21 47.1
 NC1736:UTM  17      -  DUNKIRK SACRED HEART CH SPIRE            124 43 50.1
 NC1736
 NC1736|---------------------------------------------------------------------|
 NC1736| PID    Reference Object                     Distance      Geod. Az  |
 NC1736|                                                           dddmmss.s |
 NC1736| NC1729 DUNKIRK SACRED HEART CH SPIRE       APPROX. 0.8 KM 1255116.3 |
 NC1736| NC1730 DUNKIRK ST MARYS RC CH SPIRE        APPROX. 0.6 KM 1510617.6 |
 NC1736| NC1733 DUNKIRK JOES RADIO TV RAD MAST      327.442 METERS 16138     |
 NC1736| NC1734 DUNKIRK J M PLUMB HEAT RAD ANT      275.496 METERS 16940     |
 NC1736| NC1735 DUNKIRK ADAMS FURN WHSE STACK       349.094 METERS 17812     |
 NC1736| NC1737 DUNKIRK FIRE HDQTRS TOWER           APPROX. 0.5 KM 1844544.6 |
 NC1736| NC1738 DUNKIRK WEA BUR SIGNAL STA          189.898 METERS 22521     |
 NC1736| NC1741 DUNKIRK WW I MEM E FLAGPOLE         318.210 METERS 23437     |
 NC1736| NC1744 DUNKIRK PUMPING STA STACK           APPROX. 0.6 KM 2353804.3 |
 NC1736| NC1743 DUNKIRK WW I MEM W FLAGPOLE         346.346 METERS 23639     |
 NC1736| NC1742 DUNKIRK WW I MEM N FLAGPOLE         327.694 METERS 23737     |
 NC1736| NC1750 DUNKIRK NIAMOHPOCO SW STACK         APPROX. 0.9 KM 2885454.0 |
 NC1736| NC1748 DUNKIRK NIAMOHPOCO NE STACK         APPROX. 0.9 KM 2894948.2 |
 NC1736|---------------------------------------------------------------------|
 NC1736
 NC1736                          SUPERSEDED SURVEY CONTROL
 NC1736
 NC1736  NAD 83(1986)-  42 29 19.55999(N)    079 20 10.45934(W) AD(       ) 2
 NC1736  NAD 27      -  42 29 19.35440(N)    079 20 11.30278(W) AD(       ) 2
 NC1736  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1736
 NC1736.Superseded values are not recommended for survey control.
 NC1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1736.See file dsdata.txt to determine how the superseded data were derived.
 NC1736
 NC1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3673105387(NAD 83)
 NC1736
 NC1736  HISTORY     - Date     Condition        Report By
 NC1736  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1736  HISTORY     - 1991     GOOD             USPSQD
 NC1736
 NC1736                          STATION DESCRIPTION
 NC1736
 NC1736'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1736'THE STATION IS A METAL BOLLARD STAMPED DUNKIRK MUNICIPAL PIER
 NC1736'LSC 1972, LOCATED IN DUNKIRK, NY, ON THE MUNICIPAL PIER, BEING THE
 NC1736'MOST SOUTHERLY OF A ROW OF BOLLARDS ALONG THE WEST SIDE OF THE
 NC1736'PIER.
 NC1736'
 NC1736'THE POINT OF INTERSECTION WAS A TARGET SET UP OVER THE MARK.
 NC1736
 NC1736                          STATION RECOVERY (1991)
 NC1736
 NC1736'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1748 ***********************************************************************
 NC1748  DESIGNATION -  DUNKIRK NIAMOHPOCO NE STACK
 NC1748  PID         -  NC1748
 NC1748  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1748  USGS QUAD   -  DUNKIRK (1979)
 NC1748
 NC1748                         *CURRENT SURVEY CONTROL
 NC1748  ___________________________________________________________________
 NC1748* NAD 83(1996)-  42 29 29.36556(N)    079 20 47.20017(W)     ADJUSTED  
 NC1748* NAVD 88     -                                                        
 NC1748  ___________________________________________________________________
 NC1748  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 NC1748  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1748
 NC1748  HORZ ORDER  -  THIRD
 NC1748
 NC1748.The horizontal coordinates were established by classical geodetic methods
 NC1748.and adjusted by the National Geodetic Survey in January 1999..
 NC1748
 NC1748
 NC1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1748
 NC1748.The geoid height was determined by GEOID03.
 NC1748
 NC1748;                    North         East     Units Scale Factor Converg.
 NC1748;SPC NY W     -   276,966.553   287,268.267   MT  0.99998590   -0 30 55.7
 NC1748;SPC NY W     -   908,681.10    942,479.31   sFT  0.99998590   -0 30 55.7
 NC1748;UTM  17      - 4,705,672.893   635,886.367   MT  0.99982719   +1 07 01.6
 NC1748
 NC1748                          SUPERSEDED SURVEY CONTROL
 NC1748
 NC1748  NAD 83(1986)-  42 29 29.36068(N)    079 20 47.18835(W) AD(       ) 4
 NC1748  NAD 27      -  42 29 29.15528(N)    079 20 48.02975(W) AD(       ) 3
 NC1748
 NC1748.Superseded values are not recommended for survey control.
 NC1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1748.See file dsdata.txt to determine how the superseded data were derived.
 NC1748
 NC1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3588605673(NAD 83)
 NC1748_MARKER: 63 = STACK
 NC1748
 NC1748  HISTORY     - Date     Condition        Report By
 NC1748  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1748  HISTORY     - 1991     GOOD             USPSQD
 NC1748
 NC1748                          STATION DESCRIPTION
 NC1748
 NC1748'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1748'THE OBJECT IS LOCATED ATOP THE NIAGARA MOHAWK GENERATING PLANT,
 NC1748'NORTHWEST OF DOWNTOWN DUNKIRK, N.Y., ON THE WEST SHORE OF DUNKIRK
 NC1748'HARBOR.
 NC1748'
 NC1748'THE STACK IS THE MOST NORTHEASTERLY OF THREE, BEING SMALLER THAN
 NC1748'THE MOST NORTHERLY AND A TWIN TO THE MOST SOUTHWESTERLY.  THE
 NC1748'STRUCTURE IS CONSTRUCTED OF STEEL PLATE AND PAINTED SILVER.
 NC1748'
 NC1748'THE POINT OF INTERSECTION IS THE CENTERLINE OF THE STACK.
 NC1748
 NC1748                          STATION RECOVERY (1991)
 NC1748
 NC1748'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1750 ***********************************************************************
 NC1750  DESIGNATION -  DUNKIRK NIAMOHPOCO SW STACK
 NC1750  PID         -  NC1750
 NC1750  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1750  USGS QUAD   -  DUNKIRK (1979)
 NC1750
 NC1750                         *CURRENT SURVEY CONTROL
 NC1750  ___________________________________________________________________
 NC1750* NAD 83(1996)-  42 29 29.06872(N)    079 20 47.95339(W)     ADJUSTED  
 NC1750* NAVD 88     -                                                        
 NC1750  ___________________________________________________________________
 NC1750  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 NC1750  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1750
 NC1750  HORZ ORDER  -  THIRD
 NC1750
 NC1750.The horizontal coordinates were established by classical geodetic methods
 NC1750.and adjusted by the National Geodetic Survey in January 1999..
 NC1750
 NC1750
 NC1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1750
 NC1750.The geoid height was determined by GEOID03.
 NC1750
 NC1750;                    North         East     Units Scale Factor Converg.
 NC1750;SPC NY W     -   276,957.549   287,250.985   MT  0.99998593   -0 30 56.2
 NC1750;SPC NY W     -   908,651.56    942,422.61   sFT  0.99998593   -0 30 56.2
 NC1750;UTM  17      - 4,705,663.401   635,869.351   MT  0.99982713   +1 07 01.1
 NC1750
 NC1750                          SUPERSEDED SURVEY CONTROL
 NC1750
 NC1750  NAD 83(1986)-  42 29 29.06383(N)    079 20 47.94159(W) AD(       ) 4
 NC1750  NAD 27      -  42 29 28.85908(N)    079 20 48.78354(W) AD(       ) 3
 NC1750
 NC1750.Superseded values are not recommended for survey control.
 NC1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1750.See file dsdata.txt to determine how the superseded data were derived.
 NC1750
 NC1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3586905663(NAD 83)
 NC1750_MARKER: 63 = STACK
 NC1750
 NC1750  HISTORY     - Date     Condition        Report By
 NC1750  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1750  HISTORY     - 1991     GOOD             USPSQD
 NC1750
 NC1750                          STATION DESCRIPTION
 NC1750
 NC1750'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1750'THE OBJECT IS LOCATED ATOP THE NIAGARA MOHAWK GENERATING PLANT
 NC1750'IN THE NORTHWEST SECTION OF DUNKIRK, NY, JUST EAST OF CEDAR BEACH.
 NC1750'
 NC1750'THE STACK IS THE MOST SOUTHWESTERLY OF THREE STACKS ATOP THE
 NC1750'PLANT, BEING SMALLER THAN THE MOST NORTHERLY AND A TWIN TO THE
 NC1750'MOST NORTHEASTERLY.  THE STRUCTURE IS CONSTRUCTED OF STEEL
 NC1750'PLATE AND IS PAINTED SILVER.
 NC1750'
 NC1750'THE POINT OF INTERSECTION IS THE CENTERLINE OF THE STACK.
 NC1750
 NC1750                          STATION RECOVERY (1991)
 NC1750
 NC1750'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1752 ***********************************************************************
 NC1752  DESIGNATION -  DUNKIRK NIAMOHPOCO NORTH STACK
 NC1752  PID         -  NC1752
 NC1752  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1752  USGS QUAD   -  DUNKIRK (1979)
 NC1752
 NC1752                         *CURRENT SURVEY CONTROL
 NC1752  ___________________________________________________________________
 NC1752* NAD 83(1996)-  42 29 30.28637(N)    079 20 51.26464(W)     ADJUSTED  
 NC1752* NAVD 88     -                                                        
 NC1752  ___________________________________________________________________
 NC1752  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 NC1752  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1752
 NC1752  HORZ ORDER  -  THIRD
 NC1752
 NC1752.The horizontal coordinates were established by classical geodetic methods
 NC1752.and adjusted by the National Geodetic Survey in January 1999..
 NC1752
 NC1752
 NC1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1752
 NC1752.The geoid height was determined by GEOID03.
 NC1752
 NC1752;                    North         East     Units Scale Factor Converg.
 NC1752;SPC NY W     -   276,995.800   287,175.711   MT  0.99998604   -0 30 58.5
 NC1752;SPC NY W     -   908,777.05    942,175.65   sFT  0.99998604   -0 30 58.5
 NC1752;UTM  17      - 4,705,699.487   635,793.030   MT  0.99982687   +1 06 58.9
 NC1752
 NC1752                          SUPERSEDED SURVEY CONTROL
 NC1752
 NC1752  NAD 83(1986)-  42 29 30.28148(N)    079 20 51.25298(W) AD(       ) 4
 NC1752  NAD 27      -  42 29 30.07717(N)    079 20 52.09605(W) AD(       ) 3
 NC1752
 NC1752.Superseded values are not recommended for survey control.
 NC1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1752.See file dsdata.txt to determine how the superseded data were derived.
 NC1752
 NC1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3579305699(NAD 83)
 NC1752_MARKER: 63 = STACK
 NC1752
 NC1752  HISTORY     - Date     Condition        Report By
 NC1752  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1752  HISTORY     - 1991     GOOD             USPSQD
 NC1752
 NC1752                          STATION DESCRIPTION
 NC1752
 NC1752'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1752'THE OBJECT IS LOCATED ON TOP OF THE NIAGARA MOHAWK GENERATING
 NC1752'PLANT, NORTHWEST OF DOWNTOWN DUNKIRK, N.Y., ON THE WEST SHORE
 NC1752'OF DUNKIRK HARBOR.
 NC1752'
 NC1752'THE STACK IS THE MOST NORTHERLY AND LARGEST OF THREE STACKS
 NC1752'ATOP THE PLANT.  THE STRUCTURE IS OF CONCRETE BLOCK
 NC1752'CONSTRUCTION WITH THE LOWER TWO THIRDS PAINTED WHITE AND THE
 NC1752'TOP PORTION PAINTED BLACK.
 NC1752'
 NC1752'THE POINT OF INTERSECTION IS THE CENTERLINE OF THE STACK.
 NC1752
 NC1752                          STATION RECOVERY (1991)
 NC1752
 NC1752'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1754 ***********************************************************************
 NC1754  DESIGNATION -  DUNKIRK NIAMOHPOCO EMS TOWER
 NC1754  PID         -  NC1754
 NC1754  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1754  USGS QUAD   -  DUNKIRK (1979)
 NC1754
 NC1754                         *CURRENT SURVEY CONTROL
 NC1754  ___________________________________________________________________
 NC1754* NAD 83(1996)-  42 29 35.27268(N)    079 21 14.93282(W)     ADJUSTED  
 NC1754* NAVD 88     -                                                        
 NC1754  ___________________________________________________________________
 NC1754  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 NC1754  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NC1754
 NC1754  HORZ ORDER  -  THIRD
 NC1754
 NC1754.The horizontal coordinates were established by classical geodetic methods
 NC1754.and adjusted by the National Geodetic Survey in January 1999..
 NC1754
 NC1754
 NC1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1754
 NC1754.The geoid height was determined by GEOID03.
 NC1754
 NC1754;                    North         East     Units Scale Factor Converg.
 NC1754;SPC NY W     -   277,154.542   286,636.651   MT  0.99998688   -0 31 14.5
 NC1754;SPC NY W     -   909,297.86    940,407.08   sFT  0.99998688   -0 31 14.5
 NC1754;UTM  17      - 4,705,842.783   635,249.753   MT  0.99982506   +1 06 43.0
 NC1754
 NC1754                          SUPERSEDED SURVEY CONTROL
 NC1754
 NC1754  NAD 83(1986)-  42 29 35.26769(N)    079 21 14.92105(W) AD(       ) 4
 NC1754  NAD 27      -  42 29 35.06199(N)    079 21 15.76222(W) AD(       ) 3
 NC1754
 NC1754.Superseded values are not recommended for survey control.
 NC1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1754.See file dsdata.txt to determine how the superseded data were derived.
 NC1754
 NC1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3525005843(NAD 83)
 NC1754_MARKER: 55 = TOWER
 NC1754
 NC1754  HISTORY     - Date     Condition        Report By
 NC1754  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1754
 NC1754                          STATION DESCRIPTION
 NC1754
 NC1754'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1754'THE OBJECT IS A TRIANGULAR BASED, SKELETON STRUCTURE APPROXIMATELY
 NC1754'FORTY FEET HIGH.  THE OBJECT IS LOCATED AT THE DUNKIRK COAST GUARD
 NC1754'RESERVE STATION ON POINT GRATIOT.  THE TOWER IS SURROUNDED BY A
 NC1754'BARB-WIRED TOPPED CHAIN LINK FENCE.  ALSO ENCLOSED WITHIN THE
 NC1754'FENCE IS A SMALL TRAILER.
 NC1754'
 NC1754'THE POINT OF INTERSECTION WAS THE CENTER LINE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1756 ***********************************************************************
 NC1756  DESIGNATION -  DUNKIRK PARK
 NC1756  PID         -  NC1756
 NC1756  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1756  USGS QUAD   -  DUNKIRK (1979)
 NC1756
 NC1756                         *CURRENT SURVEY CONTROL
 NC1756  ___________________________________________________________________
 NC1756* NAD 83(1996)-  42 29 50.61618(N)    079 19 13.37790(W)     ADJUSTED  
 NC1756* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NC1756  ___________________________________________________________________
 NC1756  X           -     872,835.645 (meters)                     COMP
 NC1756  Y           -  -4,628,376.627 (meters)                     COMP
 NC1756  Z           -   4,286,599.074 (meters)                     COMP
 NC1756  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 NC1756  ELLIP HEIGHT-         144.81  (meters)          (01/11/99) GPS OBS
 NC1756  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1756
 NC1756  HORZ ORDER  -  SECOND
 NC1756  ELLP ORDER  -  FOURTH    CLASS I
 NC1756
 NC1756.The horizontal coordinates were established by classical geodetic methods
 NC1756.and adjusted by the National Geodetic Survey in January 1999..
 NC1756
 NC1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1756
 NC1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC1756
 NC1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1756
 NC1756.The ellipsoidal height was determined by GPS observations
 NC1756.and is referenced to NAD 83.
 NC1756
 NC1756.The geoid height was determined by GEOID03.
 NC1756
 NC1756;                    North         East     Units Scale Factor Converg.
 NC1756;SPC NY W     -   277,603.287   289,416.388   MT  0.99998264   -0 29 52.6
 NC1756;SPC NY W     -   910,770.12    949,526.93   sFT  0.99998264   -0 29 52.6
 NC1756;UTM  17      - 4,706,370.466   638,015.147   MT  0.99983436   +1 08 05.5
 NC1756
 NC1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1756!SPC NY W     -   0.99997729  x   0.99998264  =   0.99995993
 NC1756!UTM  17      -   0.99997729  x   0.99983436  =   0.99981165
 NC1756
 NC1756|---------------------------------------------------------------------|
 NC1756| PID    Reference Object                     Distance      Geod. Az  |
 NC1756|                                                           dddmmss.s |
 NC1756| NC1755 DUNKIRK PK LSC RM 1 1972              9.319 METERS 02519     |
 NC1756| NC1750 DUNKIRK NIAMOHPOCO SW STACK         APPROX. 2.3 KM 2525349.7 |
 NC1756| NC1748 DUNKIRK NIAMOHPOCO NE STACK         APPROX. 2.2 KM 2525929.4 |
 NC1756| NC1752 DUNKIRK NIAMOHPOCO NORTH STACK      APPROX. 2.3 KM 2541958.2 |
 NC1756| NC1732 DUNKIRK USEO 1 1975                 APPROX. 1.2 KM 2603520.0 |
 NC1756| CZ9333 DUNKIRK PARK RM 2                    25.256 METERS 30646     |
 NC1756|---------------------------------------------------------------------|
 NC1756
 NC1756                          SUPERSEDED SURVEY CONTROL
 NC1756
 NC1756  NAD 83(1986)-  42 29 50.61150(N)    079 19 13.36607(W) AD(       ) 2
 NC1756  NAD 27      -  42 29 50.40584(N)    079 19 14.21117(W) AD(       ) 2
 NC1756  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NC1756
 NC1756.Superseded values are not recommended for survey control.
 NC1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1756.See file dsdata.txt to determine how the superseded data were derived.
 NC1756
 NC1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3801506370(NAD 83)
 NC1756_MARKER: DD = SURVEY DISK
 NC1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1756_SP_SET: CONCRETE POST
 NC1756_STAMPING: DUNKIRK PARK LSC 1972
 NC1756_MARK LOGO: USLS  
 NC1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1756+STABILITY: SURFACE MOTION
 NC1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1756+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 NC1756
 NC1756  HISTORY     - Date     Condition        Report By
 NC1756  HISTORY     - 1972     MONUMENTED       USLS
 NC1756  HISTORY     - 1972     GOOD             USLS
 NC1756  HISTORY     - 19880803 GOOD             NGS
 NC1756  HISTORY     - 19940830 GOOD             NYDPW
 NC1756  HISTORY     - 20020722 GOOD             INDIV
 NC1756
 NC1756                          STATION DESCRIPTION
 NC1756
 NC1756'DESCRIBED BY US LAKE SURVEY 1972 (WAB)
 NC1756'THIRD ORDER EODM TRAVERSE STATION--POSITIONED DIRECT BY
 NC1756'RANGE/AZIMUTH OBSERVATIONS FROM DUNKIRK LIGHT ECC LSC, 1972
 NC1756'
 NC1756'STATION IS LOCATED ON THE NORTHEAST SIDE OF THE CITY OF DUNKIRK
 NC1756'IN THE VICINITY OF WRIGHT PARK AND NEAR THE HARBOR FRONT ALONG
 NC1756'MAIN STREET.
 NC1756'
 NC1756'TO REACH THE STATION FROM THE INTERSECTION OF LAKE SHORE
 NC1756'DRIVE (NY ROUTE 5) AND MAIN STREET (NY ROUTE 60) IN DUNKIRK,
 NC1756'PROCEED NORTHEASTERLY ON MAIN STREET ALONG THE WATERS EDGE
 NC1756'FOR ABOUT 1 MILE TO THE INTERSECTION OF SERVAL STREET NEAR
 NC1756'WRIGHT PARK AND STATION ON LEFT.
 NC1756'
 NC1756'STATION MARK, A STANDARD DISK STAMPED DUNKIRK PARK LSC 1972
 NC1756'AND SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND, IS 26
 NC1756'FEET NORTHWEST OF THE CENTERLINE OF MAIN STREET, 28.69 FEET
 NC1756'EAST OF THE CENTER OF A METAL SEWER COVER AND 28.15 FEET
 NC1756'SOUTHWEST OF N.Y. TELEPHONE POLE NO. 101-1.
 NC1756'
 NC1756'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNKIRK PARK LSC
 NC1756'NO 1 1972 AND SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 NC1756'GROUND, IS 5.6 FEET NORTHWEST FROM N.Y. TELEPHONE POLE
 NC1756'NO. 101-1 AND 31.2 FEET SOUTHEAST OF AN 8-INCH DIAMETER LOCUST
 NC1756'TREE.
 NC1756'
 NC1756'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNKIRK PARK LSC
 NC1756'NO 2 1972, IS CEMENTED INTO A DRILL HOLE IN A CONCRETE HEADWALL
 NC1756'6.99 FEET FROM THE OUTER END AND 4.65 FEET FROM THE INNER END
 NC1756'OF THE WALL.
 NC1756'
 NC1756'NO AZIMUTH MARK WAS SET AT THIS STATION.  DUNKIRK LIGHT IS
 NC1756'VISIBLE FROM THE GROUND.
 NC1756
 NC1756                          STATION RECOVERY (1972)
 NC1756
 NC1756'RECOVERY NOTE BY US LAKE SURVEY 1972
 NC1756'RECOVERED IN GOOD CONDITION.
 NC1756
 NC1756                          STATION RECOVERY (1988)
 NC1756
 NC1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NC1756'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 NC1756'FOLLOWS.
 NC1756'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF DUNKIRK, AT THE
 NC1756'ENTRANCE TO WRIGHT PARK.
 NC1756'OWNERSHIP--CITY OF DUNKIRK, DUNKIRK NY 14048.
 NC1756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 60 AND
 NC1756'NORTH MAIN STREET IN DUNKIRK, GO NORTH ON NORTH MAIN STREET WHICH
 NC1756'TURNS INTO LAKE BOULEVARD FOR 1.3 KM (0.80 MI) TO A FORK, NORTH SERVAL
 NC1756'STREET BEARS TO THE RIGHT AND THE STATION IS ON THE LEFT AT THE PARK
 NC1756'ENTRANCE.
 NC1756'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NC1756'POST 25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. IT IS 27.2 M
 NC1756'(89.2 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF SEAWALL, 12.7 M
 NC1756'(41.7 FT) NORTHEAST FROM TEH EXTENDED CENTERLINE OF NORTH SERVAL
 NC1756'STREET, 8.5 M (27.9 FT) SOUTHWEST FROM A UTILITY POLE, AND 8.0 M
 NC1756'(26.2 FT) NORTHWEST FROM THE CENTER OF PARK ENTRANCE ROAD.
 NC1756'DESCRIBED BY B.L. LAMBERT, TYPED BY R.L. ZURFLUH.
 NC1756
 NC1756                          STATION RECOVERY (1994)
 NC1756
 NC1756'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1994 (SC)
 NC1756'RECOVERED AS DESCRIBED.  NOTE--NY TELEPHONE POLE NO 101-1 HAS BEEN
 NC1756'REMOVED.  REFERENCE MARK 1 IS APPROXIMATELY 30 FEET (9.1 M) NORTHWEST
 NC1756'OF THE STATION, REFERENCE MARK 2 WAS NOT FOUND.
 NC1756
 NC1756                          STATION RECOVERY (2002)
 NC1756
 NC1756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DLB)
 NC1756'SUITABLE FOR GPS OBSERVATIONS. IT IS LOCATED 11.3 FEET NORTH OF THE
 NC1756'NORTH CURB OF THE PARK ENTRANCE ROAD, 45.9 FEET SOUTHWEST OF A 12 INCH
 NC1756'MAPLE TREE, 62.5 FEET NORTHWEST OF UTILITY POLE NM 1, 116.4 FEET
 NC1756'NORTHEAST OF UTILITY POLE NM 2. DAN BARRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1758 ***********************************************************************
 NC1758  DESIGNATION -  DUNKIRK PIERHEAD LIGHT
 NC1758  PID         -  NC1758
 NC1758  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1758  USGS QUAD   -  DUNKIRK (1979)
 NC1758
 NC1758                         *CURRENT SURVEY CONTROL
 NC1758  ___________________________________________________________________
 NC1758* NAD 83(1996)-  42 29 34.80591(N)    079 20 42.47115(W)     ADJUSTED  
 NC1758* NAVD 88     -                                                        
 NC1758  ___________________________________________________________________
 NC1758  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 NC1758  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1758
 NC1758  HORZ ORDER  -  THIRD
 NC1758
 NC1758.The horizontal coordinates were established by classical geodetic methods
 NC1758.and adjusted by the National Geodetic Survey in January 1999..
 NC1758
 NC1758
 NC1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1758
 NC1758.The geoid height was determined by GEOID03.
 NC1758
 NC1758;                    North         East     Units Scale Factor Converg.
 NC1758;SPC NY W     -   277,133.443   287,377.762   MT  0.99998573   -0 30 52.6
 NC1758;SPC NY W     -   909,228.64    942,838.54   sFT  0.99998573   -0 30 52.6
 NC1758;UTM  17      - 4,705,842.807   635,991.046   MT  0.99982754   +1 07 04.9
 NC1758
 NC1758                          SUPERSEDED SURVEY CONTROL
 NC1758
 NC1758  NAD 83(1986)-  42 29 34.80085(N)    079 20 42.45973(W) AD(       ) 4
 NC1758  NAD 27      -  42 29 34.59516(N)    079 20 43.30120(W) AD(       ) 3
 NC1758
 NC1758.Superseded values are not recommended for survey control.
 NC1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1758.See file dsdata.txt to determine how the superseded data were derived.
 NC1758
 NC1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3599105843(NAD 83)
 NC1758_MARKER: 16 = DAYBEACON
 NC1758
 NC1758  HISTORY     - Date     Condition        Report By
 NC1758  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1758  HISTORY     - 1991     GOOD             USPSQD
 NC1758
 NC1758                          STATION DESCRIPTION
 NC1758
 NC1758'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1758'THE OBJECT IS LOCATED ON THE WEST SIDE OF THE ENTRANCE CHANNEL
 NC1758'TO DUNKIRK HARBOR.  IT IS ABOUT 66 FEET HIGH, AND CONSTRUCTED
 NC1758'OF A STEEL SKELETON FRAMEWORK WITH A FLASHING RED LIGHT FIXED
 NC1758'ATOP IT.
 NC1758'
 NC1758'THE POINT OF INTERSECTION IS THE CENTERLINE OF THE LIGHT.
 NC1758
 NC1758                          STATION RECOVERY (1991)
 NC1758
 NC1758'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1755 ***********************************************************************
 NC1755  DESIGNATION -  DUNKIRK PK LSC RM 1 1972
 NC1755  PID         -  NC1755
 NC1755  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1755  USGS QUAD   -  DUNKIRK (1979)
 NC1755
 NC1755                         *CURRENT SURVEY CONTROL
 NC1755  ___________________________________________________________________
 NC1755* NAD 83(1996)-  42 29 50.88919(N)    079 19 13.20343(W)     ADJUSTED  
 NC1755* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NC1755  ___________________________________________________________________
 NC1755  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 NC1755  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NC1755
 NC1755  HORZ ORDER  -  SECOND
 NC1755
 NC1755.The horizontal coordinates were established by classical geodetic methods
 NC1755.and adjusted by the National Geodetic Survey in January 1999..
 NC1755
 NC1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1755
 NC1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1755
 NC1755.The geoid height was determined by GEOID03.
 NC1755
 NC1755;                    North         East     Units Scale Factor Converg.
 NC1755;SPC NY W     -   277,611.676   289,420.444   MT  0.99998264   -0 29 52.4
 NC1755;SPC NY W     -   910,797.64    949,540.24   sFT  0.99998264   -0 29 52.4
 NC1755;UTM  17      - 4,706,378.966   638,018.962   MT  0.99983437   +1 08 05.6
 NC1755
 NC1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1755!SPC NY W     -   0.99997726  x   0.99998264  =   0.99995990
 NC1755!UTM  17      -   0.99997726  x   0.99983437  =   0.99981164
 NC1755
 NC1755|---------------------------------------------------------------------|
 NC1755| PID    Reference Object                     Distance      Geod. Az  |
 NC1755|                                                           dddmmss.s |
 NC1755| NC1756 DUNKIRK PARK                          9.319 METERS 20519     |
 NC1755| NC1759 DUNKIRK LT ECC                      APPROX. 2.8 KM 2614431.1 |
 NC1755|---------------------------------------------------------------------|
 NC1755
 NC1755                          SUPERSEDED SURVEY CONTROL
 NC1755
 NC1755  NAD 83(1986)-  42 29 50.88456(N)    079 19 13.19156(W) AD(       ) 2
 NC1755  NAD 27      -  42 29 50.67889(N)    079 19 14.03669(W) AD(       ) 2
 NC1755  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NC1755
 NC1755.Superseded values are not recommended for survey control.
 NC1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1755.See file dsdata.txt to determine how the superseded data were derived.
 NC1755
 NC1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3801906379(NAD 83)
 NC1755_MARKER: DD = SURVEY DISK
 NC1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1755+STABILITY: SURFACE MOTION
 NC1755
 NC1755  HISTORY     - Date     Condition        Report By
 NC1755  HISTORY     - 1972     MONUMENTED       USLS
 NC1755
 NC1755                          STATION DESCRIPTION
 NC1755
 NC1755'DESCRIBED BY US LAKE SURVEY 1972
 NC1755'STATION IS LOCATED ON THE NORTHEAST SIDE OF THE CITY OF DUNKIRK
 NC1755'IN THE VICINITY OF WRIGHT PARK AND NEAR THE HARBOR FRONT ALONG
 NC1755'MAIN STREET.
 NC1755'
 NC1755'TO REACH THE STATION FROM THE INTERSECTION OF LAKE SHORE
 NC1755'DRIVE (NY ROUTE 5) AND MAIN STREET (NY ROUTE 60) IN DUNKIRK,
 NC1755'PROCEED NORTHEASTERLY ON MAIN STREET ALONG THE WATERS EDGE
 NC1755'FOR ABOUT 1 MILE TO THE INTERSECTION OF SERVAL STREET NEAR
 NC1755'WRIGHT PARK AND STATION ON LEFT.
 NC1755'
 NC1755'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNKIRK PARK LSC
 NC1755'NO 1 1972 AND SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 NC1755'GROUND, IS 5.6 FEET NORTHWEST FROM N.Y. TELEPHONE POLE
 NC1755'NO. 101-1 AND 31.2 FEET SOUTHEAST OF AN 8-INCH DIAMETER LOCUST
 NC1755'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1751 ***********************************************************************
 NC1751  DESIGNATION -  DUNKIRK PUB SCH NO 5 STACK
 NC1751  PID         -  NC1751
 NC1751  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1751  USGS QUAD   -  DUNKIRK (1979)
 NC1751
 NC1751                         *CURRENT SURVEY CONTROL
 NC1751  ___________________________________________________________________
 NC1751* NAD 83(1996)-  42 29 04.20428(N)    079 20 48.54135(W)     ADJUSTED  
 NC1751* NAVD 88     -                                                        
 NC1751  ___________________________________________________________________
 NC1751  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 NC1751  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NC1751
 NC1751  HORZ ORDER  -  THIRD
 NC1751
 NC1751.The horizontal coordinates were established by classical geodetic methods
 NC1751.and adjusted by the National Geodetic Survey in January 1999..
 NC1751.No horizontal observational check was made to the station.
 NC1751
 NC1751
 NC1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1751
 NC1751.The geoid height was determined by GEOID03.
 NC1751
 NC1751;                    North         East     Units Scale Factor Converg.
 NC1751;SPC NY W     -   276,190.487   287,230.654   MT  0.99998596   -0 30 56.4
 NC1751;SPC NY W     -   906,134.96    942,355.90   sFT  0.99998596   -0 30 56.4
 NC1751;UTM  17      - 4,704,896.193   635,870.880   MT  0.99982714   +1 07 00.2
 NC1751
 NC1751                          SUPERSEDED SURVEY CONTROL
 NC1751
 NC1751  NAD 83(1986)-  42 29 04.19940(N)    079 20 48.52930(W) AD(       ) 4
 NC1751  NAD 27      -  42 29 03.99371(N)    079 20 49.37206(W) AD(       ) 3
 NC1751
 NC1751.Superseded values are not recommended for survey control.
 NC1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1751.See file dsdata.txt to determine how the superseded data were derived.
 NC1751
 NC1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3587104896(NAD 83)
 NC1751_MARKER: 63 = STACK
 NC1751
 NC1751  HISTORY     - Date     Condition        Report By
 NC1751  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1751
 NC1751                          STATION DESCRIPTION
 NC1751
 NC1751'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1751'THE OBJECT IS THE ROUND YELLOW BRICK STACK ON TOP OF DUNKIRK
 NC1751'PUBLIC SCHOOL NO. 5 LOCATED AT THE CORNER OF BRIGHAM RD. AND
 NC1751'BROOKS AVENUE.
 NC1751'
 NC1751'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1744 ***********************************************************************
 NC1744  DESIGNATION -  DUNKIRK PUMPING STA STACK
 NC1744  PID         -  NC1744
 NC1744  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1744  USGS QUAD   -  DUNKIRK (1979)
 NC1744
 NC1744                         *CURRENT SURVEY CONTROL
 NC1744  ___________________________________________________________________
 NC1744* NAD 83(1996)-  42 29 09.19871(N)    079 20 30.95146(W)     ADJUSTED  
 NC1744* NAVD 88     -                                                        
 NC1744  ___________________________________________________________________
 NC1744  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 NC1744  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1744
 NC1744  HORZ ORDER  -  THIRD
 NC1744
 NC1744.The horizontal coordinates were established by classical geodetic methods
 NC1744.and adjusted by the National Geodetic Survey in January 1999..
 NC1744
 NC1744
 NC1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1744
 NC1744.The geoid height was determined by GEOID03.
 NC1744
 NC1744;                    North         East     Units Scale Factor Converg.
 NC1744;SPC NY W     -   276,340.984   287,633.740   MT  0.99998534   -0 30 44.6
 NC1744;SPC NY W     -   906,628.71    943,678.36   sFT  0.99998534   -0 30 44.6
 NC1744;UTM  17      - 4,705,058.086   636,269.453   MT  0.99982847   +1 07 12.2
 NC1744
 NC1744                          SUPERSEDED SURVEY CONTROL
 NC1744
 NC1744  NAD 83(1986)-  42 29 09.19391(N)    079 20 30.93945(W) AD(       ) 4
 NC1744  NAD 27      -  42 29 08.98837(N)    079 20 31.78193(W) AD(       ) 3
 NC1744
 NC1744.Superseded values are not recommended for survey control.
 NC1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1744.See file dsdata.txt to determine how the superseded data were derived.
 NC1744
 NC1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3626905058(NAD 83)
 NC1744_MARKER: 63 = STACK
 NC1744
 NC1744  HISTORY     - Date     Condition        Report By
 NC1744  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1744
 NC1744                          STATION DESCRIPTION
 NC1744
 NC1744'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1729 ***********************************************************************
 NC1729  DESIGNATION -  DUNKIRK SACRED HEART CH SPIRE
 NC1729  PID         -  NC1729
 NC1729  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1729  USGS QUAD   -  DUNKIRK (1979)
 NC1729
 NC1729                         *CURRENT SURVEY CONTROL
 NC1729  ___________________________________________________________________
 NC1729* NAD 83(1996)-  42 29 03.67313(N)    079 19 40.76335(W)     ADJUSTED  
 NC1729* NAVD 88     -                                                        
 NC1729  ___________________________________________________________________
 NC1729  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 NC1729  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NC1729
 NC1729  HORZ ORDER  -  THIRD
 NC1729
 NC1729.The horizontal coordinates were established by classical geodetic methods
 NC1729.and adjusted by the National Geodetic Survey in January 1999..
 NC1729
 NC1729
 NC1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1729
 NC1729.The geoid height was determined by GEOID03.
 NC1729
 NC1729;                    North         East     Units Scale Factor Converg.
 NC1729;SPC NY W     -   276,160.338   288,778.386   MT  0.99998360   -0 30 10.6
 NC1729;SPC NY W     -   906,036.04    947,433.75   sFT  0.99998360   -0 30 10.6
 NC1729;UTM  17      - 4,704,910.144   637,418.603   MT  0.99983234   +1 07 46.0
 NC1729
 NC1729                          SUPERSEDED SURVEY CONTROL
 NC1729
 NC1729  NAD 83(1986)-  42 29 03.66842(N)    079 19 40.75127(W) AD(       ) 4
 NC1729  NAD 27      -  42 29 03.46262(N)    079 19 41.59572(W) AD(       ) 3
 NC1729
 NC1729.Superseded values are not recommended for survey control.
 NC1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1729.See file dsdata.txt to determine how the superseded data were derived.
 NC1729
 NC1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3741904910(NAD 83)
 NC1729_MARKER: 90 = CHURCH SPIRE
 NC1729
 NC1729  HISTORY     - Date     Condition        Report By
 NC1729  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1729
 NC1729                          STATION DESCRIPTION
 NC1729
 NC1729'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1729'THE OBJECT IS THE SPIRE OF THE SACRED HEART OF JESUS ROMAN
 NC1729'CATHOLIC CHURCH LOCATED AT THE CORNER OF RUGGLES ST. AND MAIN
 NC1729'ST.  THE CHURCH AND THE SPIRE ARE MADE OF GRAY ROCK.  THE
 NC1729'SPIRE IS TOPPED BY A STEEL BELFRY.  A PROMINENT OBJECT IS A
 NC1729'LARGE GOLD CROSS ATOP THE BELFRY.  THE POINT OF INTERSECTION
 NC1729'WAS THE CENTERLINE OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1731 ***********************************************************************
 NC1731  DESIGNATION -  DUNKIRK SM FLICKINGER CO STACK
 NC1731  PID         -  NC1731
 NC1731  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1731  USGS QUAD   -  DUNKIRK (1979)
 NC1731
 NC1731                         *CURRENT SURVEY CONTROL
 NC1731  ___________________________________________________________________
 NC1731* NAD 83(1996)-  42 29 09.40152(N)    079 19 59.75030(W)     ADJUSTED  
 NC1731* NAVD 88     -                                                        
 NC1731  ___________________________________________________________________
 NC1731  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 NC1731  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NC1731
 NC1731  HORZ ORDER  -  THIRD
 NC1731
 NC1731.The horizontal coordinates were established by classical geodetic methods
 NC1731.and adjusted by the National Geodetic Survey in January 1999..
 NC1731.No horizontal observational check was made to the station.
 NC1731
 NC1731
 NC1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1731
 NC1731.The geoid height was determined by GEOID03.
 NC1731
 NC1731;                    North         East     Units Scale Factor Converg.
 NC1731;SPC NY W     -   276,340.906   288,346.334   MT  0.99998425   -0 30 23.5
 NC1731;SPC NY W     -   906,628.46    946,016.26   sFT  0.99998425   -0 30 23.5
 NC1731;UTM  17      - 4,705,078.305   636,981.650   MT  0.99983086   +1 07 33.3
 NC1731
 NC1731                          SUPERSEDED SURVEY CONTROL
 NC1731
 NC1731  NAD 83(1986)-  42 29 09.39671(N)    079 19 59.73830(W) AD(       ) 4
 NC1731  NAD 27      -  42 29 09.19102(N)    079 20 00.58202(W) AD(       ) 3
 NC1731
 NC1731.Superseded values are not recommended for survey control.
 NC1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1731.See file dsdata.txt to determine how the superseded data were derived.
 NC1731
 NC1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3698205078(NAD 83)
 NC1731_MARKER: 63 = STACK
 NC1731
 NC1731  HISTORY     - Date     Condition        Report By
 NC1731  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1731
 NC1731                          STATION DESCRIPTION
 NC1731
 NC1731'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1726 ***********************************************************************
 NC1726  DESIGNATION -  DUNKIRK ST HEDWIGS RC CH SPIRE
 NC1726  PID         -  NC1726
 NC1726  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1726  USGS QUAD   -  DUNKIRK (1979)
 NC1726
 NC1726                         *CURRENT SURVEY CONTROL
 NC1726  ___________________________________________________________________
 NC1726* NAD 83(1996)-  42 28 58.03471(N)    079 18 52.53819(W)     ADJUSTED  
 NC1726* NAVD 88     -                                                        
 NC1726  ___________________________________________________________________
 NC1726  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 NC1726  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NC1726
 NC1726  HORZ ORDER  -  THIRD
 NC1726
 NC1726.The horizontal coordinates were established by classical geodetic methods
 NC1726.and adjusted by the National Geodetic Survey in January 1999..
 NC1726.No horizontal observational check was made to the station.
 NC1726
 NC1726
 NC1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1726
 NC1726.The geoid height was determined by GEOID03.
 NC1726
 NC1726;                    North         East     Units Scale Factor Converg.
 NC1726;SPC NY W     -   275,976.786   289,878.228   MT  0.99998196   -0 29 38.0
 NC1726;SPC NY W     -   905,433.84    951,042.15   sFT  0.99998196   -0 29 38.0
 NC1726;UTM  17      - 4,704,758.020   638,523.064   MT  0.99983609   +1 08 18.4
 NC1726
 NC1726                          SUPERSEDED SURVEY CONTROL
 NC1726
 NC1726  NAD 83(1986)-  42 28 58.02999(N)    079 18 52.52570(W) AD(       ) 4
 NC1726  NAD 27      -  42 28 57.82397(N)    079 18 53.37172(W) AD(       ) 3
 NC1726
 NC1726.Superseded values are not recommended for survey control.
 NC1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1726.See file dsdata.txt to determine how the superseded data were derived.
 NC1726
 NC1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3852304758(NAD 83)
 NC1726_MARKER: 90 = CHURCH SPIRE
 NC1726
 NC1726  HISTORY     - Date     Condition        Report By
 NC1726  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1726  HISTORY     - 19990418 GOOD             USPSQD
 NC1726
 NC1726                          STATION DESCRIPTION
 NC1726
 NC1726'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1726'THE OBJECT IS THE SPIRE OF THE OLD ST. HEDWIGS CHURCH LOCATED
 NC1726'ON THE CORNER OF E. DOUGHTY ST. AND S. ROBERTS ST.  THE SPIRE
 NC1726'IS RED BRICK WITH A HIGH POINTED BLACK SHINGLE ROOF.  THE SPIRE
 NC1726'IS ADORNED WITH A SILVER CROSS.
 NC1726'
 NC1726'THE POINT OF INTERSECTION IS THE CENTERLINE OF THE CROSS.
 NC1726
 NC1726                          STATION RECOVERY (1999)
 NC1726
 NC1726'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1730 ***********************************************************************
 NC1730  DESIGNATION -  DUNKIRK ST MARYS RC CH SPIRE
 NC1730  PID         -  NC1730
 NC1730  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1730  USGS QUAD   -  DUNKIRK (1979)
 NC1730
 NC1730                         *CURRENT SURVEY CONTROL
 NC1730  ___________________________________________________________________
 NC1730* NAD 83(1996)-  42 29 03.93239(N)    079 19 58.81481(W)     ADJUSTED  
 NC1730* NAVD 88     -                                                        
 NC1730  ___________________________________________________________________
 NC1730  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 NC1730  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NC1730
 NC1730  HORZ ORDER  -  THIRD
 NC1730
 NC1730.The horizontal coordinates were established by classical geodetic methods
 NC1730.and adjusted by the National Geodetic Survey in January 1999..
 NC1730
 NC1730
 NC1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1730
 NC1730.The geoid height was determined by GEOID03.
 NC1730
 NC1730;                    North         East     Units Scale Factor Converg.
 NC1730;SPC NY W     -   276,171.969   288,366.207   MT  0.99998422   -0 30 22.8
 NC1730;SPC NY W     -   906,074.20    946,081.46   sFT  0.99998422   -0 30 22.8
 NC1730;UTM  17      - 4,704,910.029   637,006.323   MT  0.99983095   +1 07 33.8
 NC1730
 NC1730                          SUPERSEDED SURVEY CONTROL
 NC1730
 NC1730  NAD 83(1986)-  42 29 03.92761(N)    079 19 58.80277(W) AD(       ) 4
 NC1730  NAD 27      -  42 29 03.72234(N)    079 19 59.64558(W) AD(       ) 3
 NC1730
 NC1730.Superseded values are not recommended for survey control.
 NC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1730.See file dsdata.txt to determine how the superseded data were derived.
 NC1730
 NC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3700604910(NAD 83)
 NC1730_MARKER: 90 = CHURCH SPIRE
 NC1730
 NC1730  HISTORY     - Date     Condition        Report By
 NC1730  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1730
 NC1730                          STATION DESCRIPTION
 NC1730
 NC1730'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1730'THE OBJECT IS A SPIRE SITUATED ATOP THE ST. MARYS ROMAN
 NC1730'CATHOLIC CHURCH.  THE SPIRE, TOPPED BY A LARGE GOLD CROSS IS
 NC1730'LOCATED AT THE SOUTHEAST CORNER OF WASHINGTON AVENUE AND
 NC1730'E. THIRD STREET.
 NC1730'
 NC1730'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1725 ***********************************************************************
 NC1725  DESIGNATION -  DUNKIRK STANDPIPE
 NC1725  PID         -  NC1725
 NC1725  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1725  USGS QUAD   -  DUNKIRK (1979)
 NC1725
 NC1725                         *CURRENT SURVEY CONTROL
 NC1725  ___________________________________________________________________
 NC1725* NAD 83(1996)-  42 28 54.25794(N)    079 18 42.35376(W)     ADJUSTED  
 NC1725* NAVD 88     -                                                        
 NC1725  ___________________________________________________________________
 NC1725  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 NC1725  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NC1725
 NC1725  HORZ ORDER  -  THIRD
 NC1725
 NC1725.The horizontal coordinates were established by classical geodetic methods
 NC1725.and adjusted by the National Geodetic Survey in January 1999..
 NC1725.No horizontal observational check was made to the station.
 NC1725
 NC1725
 NC1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1725
 NC1725.The geoid height was determined by GEOID03.
 NC1725
 NC1725;                    North         East     Units Scale Factor Converg.
 NC1725;SPC NY W     -   275,858.255   290,109.820   MT  0.99998161   -0 29 31.1
 NC1725;SPC NY W     -   905,044.96    951,801.97   sFT  0.99998161   -0 29 31.1
 NC1725;UTM  17      - 4,704,646.149   638,757.904   MT  0.99983689   +1 08 25.2
 NC1725
 NC1725                          SUPERSEDED SURVEY CONTROL
 NC1725
 NC1725  NAD 83(1986)-  42 28 54.25336(N)    079 18 42.34139(W) AD(       ) 4
 NC1725  NAD 27      -  42 28 54.04816(N)    079 18 43.18920(W) AD(       ) 3
 NC1725
 NC1725.Superseded values are not recommended for survey control.
 NC1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1725.See file dsdata.txt to determine how the superseded data were derived.
 NC1725
 NC1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3875804646(NAD 83)
 NC1725_MARKER: 52 = STANDPIPE TANK
 NC1725
 NC1725  HISTORY     - Date     Condition        Report By
 NC1725  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1725  HISTORY     - 19990418 GOOD             USPSQD
 NC1725
 NC1725                          STATION DESCRIPTION
 NC1725
 NC1725'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1725'THE OBJECT IS A GREEN STANDPIPE LOCATED ON THE CORNER OF
 NC1725'S. ROBERTS ST. AND E. BENTON ST.  THE STANDPIPE HAS A DOME
 NC1725'COVER AND STANDS ABOUT ONE HUNDRED FEET ABOVE GROUND LEVEL.
 NC1725'
 NC1725'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE STANDPIPE.
 NC1725
 NC1725                          STATION RECOVERY (1999)
 NC1725
 NC1725'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1732 ***********************************************************************
 NC1732  DESIGNATION -  DUNKIRK USEO 1 1975
 NC1732  PID         -  NC1732
 NC1732  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1732  USGS QUAD   -  DUNKIRK (1979)
 NC1732
 NC1732                         *CURRENT SURVEY CONTROL
 NC1732  ___________________________________________________________________
 NC1732* NAD 83(1996)-  42 29 44.27819(N)    079 20 05.02328(W)     ADJUSTED  
 NC1732* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 NC1732  ___________________________________________________________________
 NC1732  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 NC1732  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NC1732
 NC1732  HORZ ORDER  -  SECOND
 NC1732
 NC1732.The horizontal coordinates were established by classical geodetic methods
 NC1732.and adjusted by the National Geodetic Survey in January 1999..
 NC1732
 NC1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1732
 NC1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1732
 NC1732.The geoid height was determined by GEOID03.
 NC1732
 NC1732;                    North         East     Units Scale Factor Converg.
 NC1732;SPC NY W     -   277,418.079   288,235.449   MT  0.99998442   -0 30 27.4
 NC1732;SPC NY W     -   910,162.48    945,652.47   sFT  0.99998442   -0 30 27.4
 NC1732;UTM  17      - 4,706,151.717   636,840.142   MT  0.99983039   +1 07 30.4
 NC1732
 NC1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1732!SPC NY W     -   0.99997790  x   0.99998442  =   0.99996232
 NC1732!UTM  17      -   0.99997790  x   0.99983039  =   0.99980829
 NC1732
 NC1732:                Primary Azimuth Mark                     Grid Az
 NC1732:SPC NY W     -  DUNKIRK USEO 4 1975                      244 00 25.6
 NC1732:UTM  17      -  DUNKIRK USEO 4 1975                      242 22 27.8
 NC1732
 NC1732|---------------------------------------------------------------------|
 NC1732| PID    Reference Object                     Distance      Geod. Az  |
 NC1732|                                                           dddmmss.s |
 NC1732| NC1745 DUNKIRK USEO 4 1975                 APPROX. 0.7 KM 2432958.2 |
 NC1732|---------------------------------------------------------------------|
 NC1732
 NC1732                          SUPERSEDED SURVEY CONTROL
 NC1732
 NC1732  NAD 83(1986)-  42 29 44.27333(N)    079 20 05.01136(W) AD(       ) 2
 NC1732  NAD 27      -  42 29 44.06779(N)    079 20 05.85478(W) AD(       ) 2
 NC1732  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1732
 NC1732.Superseded values are not recommended for survey control.
 NC1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1732.See file dsdata.txt to determine how the superseded data were derived.
 NC1732
 NC1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3684006152(NAD 83)
 NC1732_MARKER: DD = SURVEY DISK
 NC1732_SETTING: 0 = UNSPECIFIED SETTING
 NC1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1732
 NC1732  HISTORY     - Date     Condition        Report By
 NC1732  HISTORY     - 1975     MONUMENTED       USE
 NC1732  HISTORY     - 1975     GOOD             USLS
 NC1732  HISTORY     - 1991     GOOD             USPSQD
 NC1732
 NC1732                          STATION DESCRIPTION
 NC1732
 NC1732'DESCRIBED BY US LAKE SURVEY 1975
 NC1732'NO PREVIOUS DESCRIPTION.  THE STATION IS LOCATED AT THE
 NC1732'EASTERN TERMINUS OF THE EAST BREAKWALL OF DUNKIRK HARBOR.  THE
 NC1732'MARK IS A STANDARD BRONZE DISK STAMPED U.S.E.O. 1 BUFFALO NY,
 NC1732'SITUATED ABOUT 3 METERS NORTH OF THE SOUTHERN EDGE.
 NC1732'
 NC1732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1732'DUNKIRK, NEW YORK.
 NC1732
 NC1732                          STATION RECOVERY (1991)
 NC1732
 NC1732'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1745 ***********************************************************************
 NC1745  DESIGNATION -  DUNKIRK USEO 4 1975
 NC1745  PID         -  NC1745
 NC1745  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1745  USGS QUAD   -  DUNKIRK (1979)
 NC1745
 NC1745                         *CURRENT SURVEY CONTROL
 NC1745  ___________________________________________________________________
 NC1745* NAD 83(1996)-  42 29 34.43020(N)    079 20 31.70999(W)     ADJUSTED  
 NC1745* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 NC1745  ___________________________________________________________________
 NC1745  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 NC1745  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NC1745
 NC1745  HORZ ORDER  -  SECOND
 NC1745
 NC1745.The horizontal coordinates were established by classical geodetic methods
 NC1745.and adjusted by the National Geodetic Survey in January 1999..
 NC1745
 NC1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1745
 NC1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1745
 NC1745.The geoid height was determined by GEOID03.
 NC1745
 NC1745;                    North         East     Units Scale Factor Converg.
 NC1745;SPC NY W     -   277,119.647   287,623.382   MT  0.99998535   -0 30 45.3
 NC1745;SPC NY W     -   909,183.38    943,644.38   sFT  0.99998535   -0 30 45.3
 NC1745;UTM  17      - 4,705,836.017   636,236.921   MT  0.99982836   +1 07 12.2
 NC1745
 NC1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1745!SPC NY W     -   0.99997790  x   0.99998535  =   0.99996325
 NC1745!UTM  17      -   0.99997790  x   0.99982836  =   0.99980626
 NC1745
 NC1745:                Primary Azimuth Mark                     Grid Az
 NC1745:SPC NY W     -  DUNKIRK USEO 1 1975                      064 00 25.4
 NC1745:UTM  17      -  DUNKIRK USEO 1 1975                      062 22 27.9
 NC1745
 NC1745|---------------------------------------------------------------------|
 NC1745| PID    Reference Object                     Distance      Geod. Az  |
 NC1745|                                                           dddmmss.s |
 NC1745| NC1732 DUNKIRK USEO 1 1975                 APPROX. 0.7 KM 0632940.1 |
 NC1745| NC1757 DUNKIRK USEO 7 1975                 244.203 METERS 27146     |
 NC1745|---------------------------------------------------------------------|
 NC1745
 NC1745                          SUPERSEDED SURVEY CONTROL
 NC1745
 NC1745  NAD 83(1986)-  42 29 34.42523(N)    079 20 31.69804(W) AD(       ) 2
 NC1745  NAD 27      -  42 29 34.21990(N)    079 20 32.54060(W) AD(       ) 2
 NC1745  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1745
 NC1745.Superseded values are not recommended for survey control.
 NC1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1745.See file dsdata.txt to determine how the superseded data were derived.
 NC1745
 NC1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3623705836(NAD 83)
 NC1745_MARKER: DD = SURVEY DISK
 NC1745_SETTING: 0 = UNSPECIFIED SETTING
 NC1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1745
 NC1745  HISTORY     - Date     Condition        Report By
 NC1745  HISTORY     - 1975     MONUMENTED       USE
 NC1745  HISTORY     - 1975     GOOD             USLS
 NC1745  HISTORY     - 1991     GOOD             USPSQD
 NC1745
 NC1745                          STATION DESCRIPTION
 NC1745
 NC1745'DESCRIBED BY US LAKE SURVEY 1975
 NC1745'NO PREVIOUS DESCRIPTION.  THE STATION IS LOCATED AT THE
 NC1745'DEFLECTION POINT OF THE EAST BREAKWALL AT DUNKIRK HARBOR ATOP
 NC1745'THE POURED CONCRETE WALLS UPPER STRUCTURE.  THE MARK IS A
 NC1745'STANDARD BRONZE DISK STAMPED U.S.E.O. 4 BUFFALO NY.
 NC1745'
 NC1745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1745'DUNKIRK, NEW YORK.
 NC1745
 NC1745                          STATION RECOVERY (1991)
 NC1745
 NC1745'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1757 ***********************************************************************
 NC1757  DESIGNATION -  DUNKIRK USEO 7 1975
 NC1757  PID         -  NC1757
 NC1757  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1757  USGS QUAD   -  DUNKIRK (1979)
 NC1757
 NC1757                         *CURRENT SURVEY CONTROL
 NC1757  ___________________________________________________________________
 NC1757* NAD 83(1996)-  42 29 34.67296(N)    079 20 42.39889(W)     ADJUSTED  
 NC1757* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 NC1757  ___________________________________________________________________
 NC1757  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 NC1757  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1757
 NC1757  HORZ ORDER  -  SECOND
 NC1757
 NC1757.The horizontal coordinates were established by classical geodetic methods
 NC1757.and adjusted by the National Geodetic Survey in January 1999..
 NC1757
 NC1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1757
 NC1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1757
 NC1757.The geoid height was determined by GEOID03.
 NC1757
 NC1757;                    North         East     Units Scale Factor Converg.
 NC1757;SPC NY W     -   277,129.326   287,379.375   MT  0.99998573   -0 30 52.5
 NC1757;SPC NY W     -   909,215.13    942,843.83   sFT  0.99998573   -0 30 52.5
 NC1757;UTM  17      - 4,705,838.738   635,992.775   MT  0.99982754   +1 07 05.0
 NC1757
 NC1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1757!SPC NY W     -   0.99997758  x   0.99998573  =   0.99996331
 NC1757!UTM  17      -   0.99997758  x   0.99982754  =   0.99980513
 NC1757
 NC1757|---------------------------------------------------------------------|
 NC1757| PID    Reference Object                     Distance      Geod. Az  |
 NC1757|                                                           dddmmss.s |
 NC1757| NC1748 DUNKIRK NIAMOHPOCO NE STACK         197.081 METERS 21348     |
 NC1757| NC1750 DUNKIRK NIAMOHPOCO SW STACK         214.458 METERS 21616     |
 NC1757| NC1752 DUNKIRK NIAMOHPOCO NORTH STACK      243.535 METERS 23614     |
 NC1757| NC1754 DUNKIRK NIAMOHPOCO EMS TOWER        APPROX. 0.7 KM 2712547.6 |
 NC1757|---------------------------------------------------------------------|
 NC1757
 NC1757                          SUPERSEDED SURVEY CONTROL
 NC1757
 NC1757  NAD 83(1986)-  42 29 34.66795(N)    079 20 42.38697(W) AD(       ) 2
 NC1757  NAD 27      -  42 29 34.46271(N)    079 20 43.22921(W) AD(       ) 2
 NC1757  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 NC1757
 NC1757.Superseded values are not recommended for survey control.
 NC1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1757.See file dsdata.txt to determine how the superseded data were derived.
 NC1757
 NC1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3599305839(NAD 83)
 NC1757_MARKER: DD = SURVEY DISK
 NC1757_SETTING: 0 = UNSPECIFIED SETTING
 NC1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1757
 NC1757  HISTORY     - Date     Condition        Report By
 NC1757  HISTORY     - 1975     MONUMENTED       USE
 NC1757  HISTORY     - 1975     GOOD             USLS
 NC1757  HISTORY     - 1991     GOOD             USPSQD
 NC1757
 NC1757                          STATION DESCRIPTION
 NC1757
 NC1757'DESCRIBED BY US LAKE SURVEY 1975
 NC1757'NO PREVIOUS DESCRIPTION.  THE STATION IS LOCATED ON THE WEST
 NC1757'BREAKWATER AT THE ENTRANCE OF DUNKIRK HARBOR APPROXIMATELY
 NC1757'5 METERS SOUTH OF THE PIERHEAD LIGHT.  THE MARK IS A STANDARD
 NC1757'BRONZE DISK STAMPED U.S.E.O. 7 BUFFALO NY.
 NC1757'
 NC1757'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1757'DUNKIRK, NEW YORK.
 NC1757
 NC1757                          STATION RECOVERY (1991)
 NC1757
 NC1757'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1753 ***********************************************************************
 NC1753  DESIGNATION -  DUNKIRK USEO 8 1975
 NC1753  PID         -  NC1753
 NC1753  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1753  USGS QUAD   -  DUNKIRK (1979)
 NC1753
 NC1753                         *CURRENT SURVEY CONTROL
 NC1753  ___________________________________________________________________
 NC1753* NAD 83(1996)-  42 29 30.71985(N)    079 20 52.51761(W)     ADJUSTED  
 NC1753* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 NC1753  ___________________________________________________________________
 NC1753  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 NC1753  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1753
 NC1753  HORZ ORDER  -  THIRD
 NC1753
 NC1753.The horizontal coordinates were established by classical geodetic methods
 NC1753.and adjusted by the National Geodetic Survey in January 1999..
 NC1753.No horizontal observational check was made to the station.
 NC1753
 NC1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1753
 NC1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1753
 NC1753.The geoid height was determined by GEOID03.
 NC1753
 NC1753;                    North         East     Units Scale Factor Converg.
 NC1753;SPC NY W     -   277,009.433   287,147.221   MT  0.99998609   -0 30 59.3
 NC1753;SPC NY W     -   908,821.78    942,082.17   sFT  0.99998609   -0 30 59.3
 NC1753;UTM  17      - 4,705,712.300   635,764.167   MT  0.99982678   +1 06 58.1
 NC1753
 NC1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1753!SPC NY W     -   0.99997790  x   0.99998609  =   0.99996399
 NC1753!UTM  17      -   0.99997790  x   0.99982678  =   0.99980468
 NC1753
 NC1753                          SUPERSEDED SURVEY CONTROL
 NC1753
 NC1753  NAD 83(1986)-  42 29 30.71480(N)    079 20 52.50565(W) AD(       ) 3
 NC1753  NAD 27      -  42 29 30.50960(N)    079 20 53.34761(W) AD(       ) 3
 NC1753  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1753
 NC1753.Superseded values are not recommended for survey control.
 NC1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1753.See file dsdata.txt to determine how the superseded data were derived.
 NC1753
 NC1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3576405712(NAD 83)
 NC1753_MARKER: DD = SURVEY DISK
 NC1753_SETTING: 0 = UNSPECIFIED SETTING
 NC1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1753
 NC1753  HISTORY     - Date     Condition        Report By
 NC1753  HISTORY     - 1975     MONUMENTED       USE
 NC1753  HISTORY     - 1975     GOOD             USLS
 NC1753  HISTORY     - 1991     GOOD             USPSQD
 NC1753
 NC1753                          STATION DESCRIPTION
 NC1753
 NC1753'DESCRIBED BY US LAKE SURVEY 1975
 NC1753'NO PREVIOUS DESCRIPTION.  THE STATION IS LOCATED ON THE SOUTH
 NC1753'SIDE OF THE WEST BREAKWALL AT DUNKIRK HARBOR.  THE MARK IS A
 NC1753'STANDARD BRONZE DISK STAMPED, U.S.E.O. 8 BUFFALO NY, AND IS
 NC1753'ABOUT 260 METERS WEST OF THE PIERHEAD LIGHT.
 NC1753'
 NC1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC1753'DUNKIRK, NEW YORK.
 NC1753
 NC1753                          STATION RECOVERY (1991)
 NC1753
 NC1753'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1738 ***********************************************************************
 NC1738  DESIGNATION -  DUNKIRK WEA BUR SIGNAL STA
 NC1738  PID         -  NC1738
 NC1738  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1738  USGS QUAD   -  DUNKIRK (1979)
 NC1738
 NC1738                         *CURRENT SURVEY CONTROL
 NC1738  ___________________________________________________________________
 NC1738* NAD 83(1996)-  42 29 15.23971(N)    079 20 16.38680(W)     ADJUSTED  
 NC1738* NAVD 88     -                                                        
 NC1738  ___________________________________________________________________
 NC1738  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 NC1738  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1738
 NC1738  HORZ ORDER  -  THIRD
 NC1738
 NC1738.The horizontal coordinates were established by classical geodetic methods
 NC1738.and adjusted by the National Geodetic Survey in January 1999..
 NC1738
 NC1738
 NC1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1738
 NC1738.The geoid height was determined by GEOID03.
 NC1738
 NC1738;                    North         East     Units Scale Factor Converg.
 NC1738;SPC NY W     -   276,524.410   287,968.010   MT  0.99998483   -0 30 34.8
 NC1738;SPC NY W     -   907,230.50    944,775.05   sFT  0.99998483   -0 30 34.8
 NC1738;UTM  17      - 4,705,250.931   636,598.311   MT  0.99982957   +1 07 22.1
 NC1738
 NC1738                          SUPERSEDED SURVEY CONTROL
 NC1738
 NC1738  NAD 83(1986)-  42 29 15.23461(N)    079 20 16.37503(W) AD(       ) 4
 NC1738  NAD 27      -  42 29 15.02993(N)    079 20 17.21669(W) AD(       ) 3
 NC1738
 NC1738.Superseded values are not recommended for survey control.
 NC1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1738.See file dsdata.txt to determine how the superseded data were derived.
 NC1738
 NC1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3659805251(NAD 83)
 NC1738_MARKER: 55 = TOWER
 NC1738
 NC1738  HISTORY     - Date     Condition        Report By
 NC1738  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1738  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NC1738
 NC1738                          STATION DESCRIPTION
 NC1738
 NC1738'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1738'THE OBJECT IS A WEATHER BUREAU SIGNAL TOWER USED TO WARN
 NC1738'MARINERS OF FOUL WEATHER.  THE TOWER IS SITUATED APPROXIMATELY
 NC1738'1000 FEET WEST OF THE MUNICIPAL PIER AND STANDS ABOUT 70 FEET
 NC1738'ABOVE WATER.  THREE LIGHTS ARE ARRANGED IN A VERTICAL FASHION
 NC1738'ON THE STRUCTURES NORTHERN FACE.
 NC1738'
 NC1738'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE TOWER.
 NC1738
 NC1738                          STATION RECOVERY (1991)
 NC1738
 NC1738'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1741 ***********************************************************************
 NC1741  DESIGNATION -  DUNKIRK WW I MEM E FLAGPOLE
 NC1741  PID         -  NC1741
 NC1741  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1741  USGS QUAD   -  DUNKIRK (1979)
 NC1741
 NC1741                         *CURRENT SURVEY CONTROL
 NC1741  ___________________________________________________________________
 NC1741* NAD 83(1996)-  42 29 13.59223(N)    079 20 21.83033(W)     ADJUSTED  
 NC1741* NAVD 88     -                                                        
 NC1741  ___________________________________________________________________
 NC1741  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 NC1741  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1741
 NC1741  HORZ ORDER  -  THIRD
 NC1741
 NC1741.The horizontal coordinates were established by classical geodetic methods
 NC1741.and adjusted by the National Geodetic Survey in January 1999..
 NC1741
 NC1741
 NC1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1741
 NC1741.The geoid height was determined by GEOID03.
 NC1741
 NC1741;                    North         East     Units Scale Factor Converg.
 NC1741;SPC NY W     -   276,474.685   287,843.247   MT  0.99998502   -0 30 38.4
 NC1741;SPC NY W     -   907,067.36    944,365.72   sFT  0.99998502   -0 30 38.4
 NC1741;UTM  17      - 4,705,197.679   636,475.034   MT  0.99982916   +1 07 18.4
 NC1741
 NC1741                          SUPERSEDED SURVEY CONTROL
 NC1741
 NC1741  NAD 83(1986)-  42 29 13.58672(N)    079 20 21.81931(W) AD(       ) 4
 NC1741  NAD 27      -  42 29 13.38227(N)    079 20 22.66090(W) AD(       ) 3
 NC1741
 NC1741.Superseded values are not recommended for survey control.
 NC1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1741.See file dsdata.txt to determine how the superseded data were derived.
 NC1741
 NC1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3647505198(NAD 83)
 NC1741_MARKER: 62 = FLAGPOLE
 NC1741
 NC1741  HISTORY     - Date     Condition        Report By
 NC1741  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1741  HISTORY     - 1991     GOOD             USPSQD
 NC1741
 NC1741                          STATION DESCRIPTION
 NC1741
 NC1741'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1741'THE OBJECT IS THE MOST EASTERLY FLAGPOLE IN A CLUSTER OF
 NC1741'THREE IN A MEMORIAL COMMEMORATING SOLDIERS WHO DIED IN WW I.  THE
 NC1741'MEMORIAL IS IN A SMALL PARK LOCATED NORTH OF ROUTE 5 AND JUST
 NC1741'WEST OF CENTRAL AVENUE.  THE FLAGPOLE IS APPROXIMATELY FORTY FEET
 NC1741'HIGH.
 NC1741'
 NC1741'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE FLAGPOLE.
 NC1741
 NC1741                          STATION RECOVERY (1991)
 NC1741
 NC1741'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1742 ***********************************************************************
 NC1742  DESIGNATION -  DUNKIRK WW I MEM N FLAGPOLE
 NC1742  PID         -  NC1742
 NC1742  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1742  USGS QUAD   -  DUNKIRK (1979)
 NC1742
 NC1742                         *CURRENT SURVEY CONTROL
 NC1742  ___________________________________________________________________
 NC1742* NAD 83(1996)-  42 29 13.87802(N)    079 20 22.58971(W)     ADJUSTED  
 NC1742* NAVD 88     -                                                        
 NC1742  ___________________________________________________________________
 NC1742  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 NC1742  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1742
 NC1742  HORZ ORDER  -  THIRD
 NC1742
 NC1742.The horizontal coordinates were established by classical geodetic methods
 NC1742.and adjusted by the National Geodetic Survey in January 1999..
 NC1742
 NC1742
 NC1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1742
 NC1742.The geoid height was determined by GEOID03.
 NC1742
 NC1742;                    North         East     Units Scale Factor Converg.
 NC1742;SPC NY W     -   276,483.657   287,825.984   MT  0.99998504   -0 30 39.0
 NC1742;SPC NY W     -   907,096.80    944,309.08   sFT  0.99998504   -0 30 39.0
 NC1742;UTM  17      - 4,705,206.155   636,457.525   MT  0.99982910   +1 07 17.9
 NC1742
 NC1742                          SUPERSEDED SURVEY CONTROL
 NC1742
 NC1742  NAD 83(1986)-  42 29 13.87253(N)    079 20 22.57872(W) AD(       ) 4
 NC1742  NAD 27      -  42 29 13.66887(N)    079 20 23.42099(W) AD(       ) 3
 NC1742
 NC1742.Superseded values are not recommended for survey control.
 NC1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1742.See file dsdata.txt to determine how the superseded data were derived.
 NC1742
 NC1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3645805206(NAD 83)
 NC1742_MARKER: 62 = FLAGPOLE
 NC1742
 NC1742  HISTORY     - Date     Condition        Report By
 NC1742  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1742  HISTORY     - 1991     GOOD             USPSQD
 NC1742
 NC1742                          STATION DESCRIPTION
 NC1742
 NC1742'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1742'THE OBJECT IS THE MOST NORTHERLY FLAGPOLE IN A CLUSTER OF THREE
 NC1742'IN A MEMORIAL COMMEMORATING SOLDIERS WHO DIED IN WW I.  THE
 NC1742'MEMORIAL IS IN A SMALL PARK LOCATED NORTH OF ROUTE 5 AND JUST
 NC1742'WEST OF CENTRAL AVENUE.  THE FLAGPOLE IS APPROXIMATELY FIFTY
 NC1742'FEET HIGH.
 NC1742'
 NC1742'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE FLAGPOLE.
 NC1742
 NC1742                          STATION RECOVERY (1991)
 NC1742
 NC1742'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1743 ***********************************************************************
 NC1743  DESIGNATION -  DUNKIRK WW I MEM W FLAGPOLE
 NC1743  PID         -  NC1743
 NC1743  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1743  USGS QUAD   -  DUNKIRK (1979)
 NC1743
 NC1743                         *CURRENT SURVEY CONTROL
 NC1743  ___________________________________________________________________
 NC1743* NAD 83(1996)-  42 29 13.39429(N)    079 20 23.13978(W)     ADJUSTED  
 NC1743* NAVD 88     -                                                        
 NC1743  ___________________________________________________________________
 NC1743  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 NC1743  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NC1743
 NC1743  HORZ ORDER  -  THIRD
 NC1743
 NC1743.The horizontal coordinates were established by classical geodetic methods
 NC1743.and adjusted by the National Geodetic Survey in January 1999..
 NC1743
 NC1743
 NC1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1743
 NC1743.The geoid height was determined by GEOID03.
 NC1743
 NC1743;                    North         East     Units Scale Factor Converg.
 NC1743;SPC NY W     -   276,468.844   287,813.289   MT  0.99998506   -0 30 39.3
 NC1743;SPC NY W     -   907,048.20    944,267.43   sFT  0.99998506   -0 30 39.3
 NC1743;UTM  17      - 4,705,190.988   636,445.259   MT  0.99982906   +1 07 17.5
 NC1743
 NC1743                          SUPERSEDED SURVEY CONTROL
 NC1743
 NC1743  NAD 83(1986)-  42 29 13.38854(N)    079 20 23.12929(W) AD(       ) 4
 NC1743  NAD 27      -  42 29 13.18412(N)    079 20 23.97104(W) AD(       ) 3
 NC1743
 NC1743.Superseded values are not recommended for survey control.
 NC1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1743.See file dsdata.txt to determine how the superseded data were derived.
 NC1743
 NC1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH3644505191(NAD 83)
 NC1743_MARKER: 62 = FLAGPOLE
 NC1743
 NC1743  HISTORY     - Date     Condition        Report By
 NC1743  HISTORY     - 1975     FIRST OBSERVED   USLS
 NC1743  HISTORY     - 1991     GOOD             USPSQD
 NC1743
 NC1743                          STATION DESCRIPTION
 NC1743
 NC1743'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1743'THE OBJECT IS THE MOST WESTERLY FLAGPOLE IN A CLUSTER OF THREE
 NC1743'IN A MEMORIAL COMMEMORATING SOLDIERS WHO DIED IN WORLD WAR I.  THE
 NC1743'MEMORIAL IS IN A SMALL PARK LOCATED NORTH OF ROUTE 5 AND JUST
 NC1743'WEST OF CENTRAL AVENUE.  THE FLAGPOLE IS APPROXIMATELY FORTY
 NC1743'FEET HIGH.
 NC1743'
 NC1743'THE POINT OF INTERSECTION WAS THE CENTERLINE OF THE FLAGPOLE.
 NC1743
 NC1743                          STATION RECOVERY (1991)
 NC1743
 NC1743'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCD)
 NC1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1819 ***********************************************************************
 OF1819  DESIGNATION -  DUNN
 OF1819  PID         -  OF1819
 OF1819  STATE/COUNTY-  NY/MONROE
 OF1819  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1819
 OF1819                         *CURRENT SURVEY CONTROL
 OF1819  ___________________________________________________________________
 OF1819* NAD 83(1996)-  43 11 25.45495(N)    077 35 59.61867(W)     ADJUSTED  
 OF1819* NAVD 88     -       139.7    (meters)     458.     (feet)  VERTCON   
 OF1819  ___________________________________________________________________
 OF1819  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 OF1819  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OF1819
 OF1819  HORZ ORDER  -  FIRST
 OF1819  VERT ORDER  -  THIRD ? (See Below)
 OF1819
 OF1819.The horizontal coordinates were established by classical geodetic methods
 OF1819.and adjusted by the National Geodetic Survey in January 1999..
 OF1819
 OF1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1819.The vertical order pertains to the NGVD 29 superseded value.
 OF1819
 OF1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1819
 OF1819.The geoid height was determined by GEOID03.
 OF1819
 OF1819;                    North         East     Units Scale Factor Converg.
 OF1819;SPC NY W     -   354,791.143   429,937.791   MT  1.00001608   +0 40 23.3
 OF1819;SPC NY W     - 1,164,010.61  1,410,554.24   sFT  1.00001608   +0 40 23.3
 OF1819;UTM  18      - 4,785,240.957   288,737.745   MT  1.00014907   -1 46 48.3
 OF1819
 OF1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1819!SPC NY W     -   0.99998369  x   1.00001608  =   0.99999977
 OF1819!UTM  18      -   0.99998369  x   1.00014907  =   1.00013276
 OF1819
 OF1819|---------------------------------------------------------------------|
 OF1819| PID    Reference Object                     Distance      Geod. Az  |
 OF1819|                                                           dddmmss.s |
 OF1819| DA1624 DUNN RM 1                            17.488 METERS 08821     |
 OF1819| OF1839 JACKSON                             APPROX. 1.8 KM 1090540.7 |
 OF1819| DA1625 DUNN RM 2                            26.950 METERS 17953     |
 OF1819|---------------------------------------------------------------------|
 OF1819
 OF1819                          SUPERSEDED SURVEY CONTROL
 OF1819
 OF1819  NAD 83(1986)-  43 11 25.46227(N)    077 35 59.61815(W) AD(       ) 1
 OF1819  NAD 27      -  43 11 25.23787(N)    077 36 00.61570(W) AD(       ) 1
 OF1819  NGVD 29 (07/19/86)  139.9    (m)          459.     (f) LEVELING    3  
 OF1819
 OF1819.Superseded values are not recommended for survey control.
 OF1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1819.See file dsdata.txt to determine how the superseded data were derived.
 OF1819
 OF1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN8873885241(NAD 83)
 OF1819_MARKER: Z = SEE DESCRIPTION
 OF1819_SETTING: 0 = UNSPECIFIED SETTING
 OF1819
 OF1819  HISTORY     - Date     Condition        Report By
 OF1819  HISTORY     - 1925     MONUMENTED       CGS
 OF1819  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OF1819  HISTORY     - 1977     SEE DESCRIPTION  NY-055
 OF1819
 OF1819                          STATION DESCRIPTION
 OF1819
 OF1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (EOH)
 OF1819'IN ROCHESTER, ALONG THE WEST PROPERTY LINE OF HUDSON AVENUE,
 OF1819'ABOUT 320 METERS NORTH OF NORTON STREET, 17.88 METERS NORTHEAST
 OF1819'OF THE NORTHEAST CORNER OF THE HOUSE AT NO.1325 HUDSON AVENUE,
 OF1819'AND 6.00 METERS WEST OF THE WEST EDGE OF THE CONCRETE ROADWAY,
 OF1819'15.43 METERS NORTHWEST OF A SEWER MANHOLE WHICH IS LOCATED ALONG
 OF1819'THE WEST EDGE OF THE ROADWAY AND IN LINE WITH THE NORTH SIDE OF
 OF1819'THE HOUSE AT NO.1325 HUDSON AVENUE.
 OF1819'
 OF1819'SURFACE AND REFERENCE MARKS ARE SET AS DESCRIBED IN NOTES C
 OF1819'AND 11A RESPECTIVELY.
 OF1819'
 OF1819'REFERENCE MARK NO.1 IS EAST OF THE STATION, ABOUT AT THE EAST
 OF1819'PROPERTY LINE OF HUDSON AVENUE AT RIGHT ANGLES TO THE ROADWAY.
 OF1819'
 OF1819'REFERENCE MARK NO.2 IS SOUTH OF THE STATION, AT ABOUT THE WEST
 OF1819'PROPERTY LINE OF HUDSON AVENUE AND AT THE DIVIDING LINE BETWEEN
 OF1819'THE HOUSES AT NO.1315 AND NO.1325 HUDSON AVENUE.
 OF1819'
 OF1819'HEIGHT OF SIGNAL ABOVE STATION MARK - 10.70 METERS.
 OF1819
 OF1819                          STATION RECOVERY (1968)
 OF1819
 OF1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 OF1819'THE STATION WAS RECOVERED AND FOUND IN EXCELLENT
 OF1819'CONDITION.  REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 OF1819'RECOVERED.
 OF1819
 OF1819                          STATION RECOVERY (1977)
 OF1819
 OF1819'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1819'DUNN GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1920 ***********************************************************************
 PG1920  DESIGNATION -  DUNN 1871
 PG1920  PID         -  PG1920
 PG1920  STATE/COUNTY-  NY/CLINTON
 PG1920  USGS QUAD   -  BEEKMANTOWN (1966)
 PG1920
 PG1920                         *CURRENT SURVEY CONTROL
 PG1920  ___________________________________________________________________
 PG1920* NAD 83(1996)-  44 49 40.66401(N)    073 24 08.85738(W)     ADJUSTED  
 PG1920* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 PG1920  ___________________________________________________________________
 PG1920  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 PG1920  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PG1920
 PG1920  HORZ ORDER  -  THIRD
 PG1920
 PG1920.The horizontal coordinates were established by classical geodetic methods
 PG1920.and adjusted by the National Geodetic Survey in January 1999..
 PG1920
 PG1920.The orthometric height was scaled from a topographic map.
 PG1920
 PG1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1920
 PG1920.The geoid height was determined by GEOID03.
 PG1920
 PG1920;                    North         East     Units Scale Factor Converg.
 PG1920;SPC NY E     -   666,343.593   236,787.460   MT  0.99999259   +0 46 25.7
 PG1920;SPC NY E     - 2,186,162.27    776,860.19   sFT  0.99999259   +0 46 25.7
 PG1920;SPC VT       -   259,036.860   428,633.767   MT  1.00002689   -0 38 10.5
 PG1920;UTM  18      - 4,965,080.814   626,286.903   MT  0.99979611   +1 07 35.0
 PG1920
 PG1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1920!SPC NY E     -   0.99999925  x   0.99999259  =   0.99999184
 PG1920!SPC VT       -   0.99999925  x   1.00002689  =   1.00002614
 PG1920!UTM  18      -   0.99999925  x   0.99979611  =   0.99979536
 PG1920
 PG1920:                Primary Azimuth Mark                     Grid Az
 PG1920:SPC NY E     -  WOOL POINT 1871                          021 50 28.3
 PG1920:SPC VT       -  WOOL POINT 1871                          023 15 04.5
 PG1920:UTM  18      -  WOOL POINT 1871                          021 29 19.0
 PG1920
 PG1920|---------------------------------------------------------------------|
 PG1920| PID    Reference Object                     Distance      Geod. Az  |
 PG1920|                                                           dddmmss.s |
 PG1920| PG1919 WOOL POINT 1871                     APPROX. 3.1 KM 0223654.0 |
 PG1920|---------------------------------------------------------------------|
 PG1920
 PG1920                          SUPERSEDED SURVEY CONTROL
 PG1920
 PG1920  NAD 83(1996)-  44 49 40.66403(N)    073 24 08.85736(W) AD(       ) 3
 PG1920  NAD 83(1992)-  44 49 40.66238(N)    073 24 08.85690(W) AD(       ) 3
 PG1920  NAD 83(1986)-  44 49 40.66942(N)    073 24 08.85861(W) AD(       ) 3
 PG1920  NAD 27      -  44 49 40.52600(N)    073 24 10.39100(W) AD(       ) 3
 PG1920
 PG1920.Superseded values are not recommended for survey control.
 PG1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1920.See file dsdata.txt to determine how the superseded data were derived.
 PG1920
 PG1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2628765081(NAD 83)
 PG1920
 PG1920  HISTORY     - Date     Condition        Report By
 PG1920  HISTORY     - 1871     MONUMENTED       CGS
 PG1920  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PG1920
 PG1920                          STATION DESCRIPTION
 PG1920
 PG1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (SCM)
 PG1920'STATION IS TRIPOD SIGNAL PLACED BETWEEN THE ROAD AND EDGE OF
 PG1920'BANK, ABOUT 20 FEET ABOVE THE LAKE, ON LAND BELONGING TO
 PG1920'MR. DUNN (HOUSE A SHORT DISTANCE TO S OF SIGNAL), AND IN ABOUT
 PG1920'THE CENTER OF THE COVE FORMED BY MONTEZ BAY.
 PG1920'
 PG1920'STATION IS MARKED BY A SLATE STONE ROCK IN WHICH THERE IS A
 PG1920'DRILL HOLE.  FOUR STAKES ARE DRIVEN AT RIGHT ANGLES OVER WHICH
 PG1920'IS A PILE OF STONES.
 PG1920'
 PG1920'DISTANCE TO ROAD 4-1/2 FEET.
 PG1920'
 PG1920'DISTANCE TO BANK 4 FEET.
 PG1920
 PG1920                          STATION RECOVERY (1957)
 PG1920
 PG1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 PG1920'STATION WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2034 ***********************************************************************
 NA2034  DESIGNATION -  DUNNS HILL 3
 NA2034  PID         -  NA2034
 NA2034  STATE/COUNTY-  NY/FULTON
 NA2034  USGS QUAD   -  RANDALL (1980)
 NA2034
 NA2034                         *CURRENT SURVEY CONTROL
 NA2034  ___________________________________________________________________
 NA2034* NAD 83(1996)-  42 59 12.67676(N)    074 22 31.37551(W)     ADJUSTED  
 NA2034* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 NA2034  ___________________________________________________________________
 NA2034  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 NA2034  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 NA2034
 NA2034  HORZ ORDER  -  THIRD
 NA2034
 NA2034.The horizontal coordinates were established by classical geodetic methods
 NA2034.and adjusted by the National Geodetic Survey in January 1999..
 NA2034.No horizontal observational check was made to the station.
 NA2034
 NA2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2034
 NA2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2034
 NA2034.The geoid height was determined by GEOID03.
 NA2034
 NA2034;                    North         East     Units Scale Factor Converg.
 NA2034;SPC NY E     -   461,219.274   160,162.615   MT  0.99990127   +0 05 05.9
 NA2034;SPC NY E     - 1,513,183.57    525,466.85   sFT  0.99990127   +0 05 05.9
 NA2034;UTM  18      - 4,759,544.289   550,922.501   MT  0.99963190   +0 25 33.2
 NA2034
 NA2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2034!SPC NY E     -   0.99997271  x   0.99990127  =   0.99987398
 NA2034!UTM  18      -   0.99997271  x   0.99963190  =   0.99960462
 NA2034
 NA2034:                Primary Azimuth Mark                     Grid Az
 NA2034:SPC NY E     -  DUNNS HILL 2                             043 00 10.5
 NA2034:UTM  18      -  DUNNS HILL 2                             042 39 43.2
 NA2034
 NA2034|---------------------------------------------------------------------|
 NA2034| PID    Reference Object                     Distance      Geod. Az  |
 NA2034|                                                           dddmmss.s |
 NA2034| NA2024 DUNNS HILL 2                        APPROX. 0.6 KM 0430516.4 |
 NA2034| CZ8207 DUNNS HILL 3 RM 3                    31.248 METERS 11251     |
 NA2034| NA2027 DUNNS HILL 3 RM 5 AZIMUTH           306.749 METERS 14501     |
 NA2034| CZ8208 DUNNS HILL 3 RM 4                    19.824 METERS 21743     |
 NA2034|---------------------------------------------------------------------|
 NA2034
 NA2034                          SUPERSEDED SURVEY CONTROL
 NA2034
 NA2034  NAD 83(1986)-  42 59 12.68035(N)    074 22 31.37641(W) AD(       ) 3
 NA2034  NAD 27      -  42 59 12.41797(N)    074 22 32.89206(W) AD(       ) 3
 NA2034  NGVD 29 (07/19/86)  205.0    (m)          673.     (f) VERT ANG       
 NA2034
 NA2034.Superseded values are not recommended for survey control.
 NA2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2034.See file dsdata.txt to determine how the superseded data were derived.
 NA2034
 NA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5092359544(NAD 83)
 NA2034_MARKER: DS = TRIANGULATION STATION DISK
 NA2034_SETTING: 80 = SET IN A BOULDER
 NA2034_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NA2034
 NA2034  HISTORY     - Date     Condition        Report By
 NA2034  HISTORY     - 1974     MONUMENTED       NGS
 NA2034
 NA2034                          STATION DESCRIPTION
 NA2034
 NA2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NA2034'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF GLOVERSVILLE,
 NA2034'2 MILES SOUTH OF JOHNSTOWN AND ON A LOW GRASS COVERED HILL WHICH IS
 NA2034'OWNED BY MR. EDWARD SUFFERN.  MR. SUFFERN LIVES IN THE HOUSE JUST
 NA2034'NORTH OF THE STATION.  THE STATION IS IN THE SOUTHWEST EDGE OF THE
 NA2034'YARD.
 NA2034'
 NA2034'TO REACH THE STATION FROM THE COURT HOUSE IN JOHNSTOWN, GO WEST ON
 NA2034'MAIN STREET FOR 0.05 MILE TO PERRY STREET.  TURN LEFT AND GO SOUTH
 NA2034'ON PERRY STREET FOR 0.35 MILE TO MADISON STREET.  TURN RIGHT AND GO
 NA2034'WEST ON MADISON STREET FOR 0.15 MILE TO MELCHER STREET.  TURN LEFT
 NA2034'AND GO SOUTH ON MELCHER STREET FOR 0.55 MILE TO STATE HIGHWAY
 NA2034'30A.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON MELCHER STREET FOR
 NA2034'0.4 MILE TO MR. SUFFERNS HOME ON THE RIGHT AND THE STATION.
 NA2034'
 NA2034'THE STATION MARK IS A STANDARD DISK STAMPED DUNNS HILL 3 1974, SET
 NA2034'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE YARD AND ABOUT
 NA2034'10 FEET ABOVE THE ROAD.  IT IS 70 YARDS SOUTH OF MR. SUFFERNS
 NA2034'HOUSE, 50 FEET WEST OF THE CENTER OF THE ROAD AND 20 FEET
 NA2034'NORTHWEST OF A 3-INCH PINE TREE.
 NA2034'
 NA2034'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DUNNS HILL 3 NO 3 1974,
 NA2034'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6-INCHES AND IT IS
 NA2034'ON THE OPPOSITE SIDE OF THE ROAD AS THE STATION.  IT IS 75 YARDS
 NA2034'SOUTH OF MR. SUFFERNS HOUSE, 36 FEET EAST OF THE CENTER OF THE
 NA2034'ROAD AND ATOP A CUT BANK.
 NA2034'
 NA2034'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DUNNS HILL 3 NO 4 1974,
 NA2034'SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 3 FEET.  IT IS JUST
 NA2034'INSIDE OF A WOODED AREA, 75 YARDS SOUTH-SOUTHWEST OF MR. SUFFERNS
 NA2034'HOUSE, 70 FEET WEST OF THE ROAD AND 25 FEET SOUTH OF THE NORTH
 NA2034'EDGE OF THE WOODED AREA.
 NA2034'
 NA2034'REFERENCE MARK 5 (AZ) IS A STANDARD DISK STAMPED DUNNS HILL 3 NO 5
 NA2034'1974 AZ, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 NA2034'PROJECTS 2 INCHES.  IT IS 14 FEET SOUTH OF A SWAMP AREA, 10 FEET
 NA2034'NORTH OF A CULTIVATED FIELD, 4 FEET NORTHWEST OF A 3-FOOT OAK TREE
 NA2034'AND 3.1 FEET EAST OF A WITNESS POST.
 NA2034'
 NA2034'TO REACH RM 5 (AZ) FROM THE STATION, GO SOUTH ON MELCHER STREET FOR
 NA2034'0.15 MILE TO A WOODED FENCE LINE ON THE LEFT AND END OF TRUCK
 NA2034'TRAVEL.  PACK EAST ALONG THE FENCE LINE FOR ABOUT 0.1 MILE TO THE
 NA2034'LARGEST ONE OF SEVERAL OAK TREES AND THE MARK.
 NA2034'
 NA2034'NO WITNESS POST WAS SET AT THE STATION MARK AT THE REQUEST OF THE
 NA2034'PROPERTY OWNER.
 NA2034'
 NA2034'NEAREST TOWN--JOHNSTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA2027 ***********************************************************************
 NA2027  DESIGNATION -  DUNNS HILL 3 RM 5 AZIMUTH
 NA2027  PID         -  NA2027
 NA2027  STATE/COUNTY-  NY/FULTON
 NA2027  USGS QUAD   -  TRIBES HILL (1980)
 NA2027
 NA2027                         *CURRENT SURVEY CONTROL
 NA2027  ___________________________________________________________________
 NA2027* NAD 83(1996)-  42 59 04.53292(N)    074 22 23.61179(W)     ADJUSTED  
 NA2027* NAVD 88     -       199.8    (meters)     656.     (feet)  VERTCON   
 NA2027  ___________________________________________________________________
 NA2027  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 NA2027  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 NA2027
 NA2027  HORZ ORDER  -  THIRD
 NA2027
 NA2027.The horizontal coordinates were established by classical geodetic methods
 NA2027.and adjusted by the National Geodetic Survey in January 1999..
 NA2027.No horizontal observational check was made to the station.
 NA2027
 NA2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA2027
 NA2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 NA2027
 NA2027.The geoid height was determined by GEOID03.
 NA2027
 NA2027;                    North         East     Units Scale Factor Converg.
 NA2027;SPC NY E     -   460,968.251   160,338.865   MT  0.99990131   +0 05 11.2
 NA2027;SPC NY E     - 1,512,360.00    526,045.09   sFT  0.99990131   +0 05 11.2
 NA2027;UTM  18      - 4,759,294.386   551,100.193   MT  0.99963212   +0 25 38.4
 NA2027
 NA2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NA2027!SPC NY E     -   0.99997350  x   0.99990131  =   0.99987481
 NA2027!UTM  18      -   0.99997350  x   0.99963212  =   0.99960563
 NA2027
 NA2027:                Primary Azimuth Mark                     Grid Az
 NA2027:SPC NY E     -  DUNNS HILL 2                             017 26 05.6
 NA2027:UTM  18      -  DUNNS HILL 2                             017 05 38.4
 NA2027
 NA2027|---------------------------------------------------------------------|
 NA2027| PID    Reference Object                     Distance      Geod. Az  |
 NA2027|                                                           dddmmss.s |
 NA2027| NA2024 DUNNS HILL 2                        APPROX. 0.7 KM 0173116.8 |
 NA2027| NA2034 DUNNS HILL 3                        306.749 METERS 32501     |
 NA2027|---------------------------------------------------------------------|
 NA2027
 NA2027                          SUPERSEDED SURVEY CONTROL
 NA2027
 NA2027  NAD 83(1986)-  42 59 04.53649(N)    074 22 23.61267(W) AD(       ) 3
 NA2027  NAD 27      -  42 59 04.27406(N)    074 22 25.12862(W) AD(       ) 3
 NA2027  NGVD 29 (07/19/86)  200.0    (m)          656.     (f) VERT ANG       
 NA2027
 NA2027.Superseded values are not recommended for survey control.
 NA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA2027.See file dsdata.txt to determine how the superseded data were derived.
 NA2027
 NA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN5110059294(NAD 83)
 NA2027_MARKER: DS = TRIANGULATION STATION DISK
 NA2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA2027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NA2027
 NA2027  HISTORY     - Date     Condition        Report By
 NA2027  HISTORY     - 1974     MONUMENTED       NGS
 NA2027
 NA2027                          STATION DESCRIPTION
 NA2027
 NA2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NA2027'STATION MARK IS A STANDARD DISK STAMPED DUNNS HILL 3 NO 5 1974 AZ,
 NA2027'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 NA2027'2 INCHES.  IT IS 14 FEET SOUTH OF A SWAMP AREA, 10 FEET NORTH OF A
 NA2027'CULTIVATED FIELD, 4 FEET NORTHWEST OF A 3-FOOT OAK TREE AND 3.1
 NA2027'FEET EAST OF A WITNESS POST.
 NA2027'
 NA2027'TO REACH STATION MARK FROM STATION DUNNS HILL 3, GO SOUTH ON
 NA2027'MELCHER STREET FOR 0.15 MILE TO A WOODED FENCE LINE ON THE LEFT AND
 NA2027'END OF TRUCK TRAVEL.  PACK EAST ALONG THE FENCE LINE FOR ABOUT 0.1
 NA2027'MILE TO THE LARGEST ONE OF SEVERAL OAK TREES AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1801 ***********************************************************************
 NC1801  CBN         -  This is a Cooperative Base Network Control Station.
 NC1801  DESIGNATION -  DUNPORT
 NC1801  PID         -  NC1801
 NC1801  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1801  USGS QUAD   -  DUNKIRK (1979)
 NC1801
 NC1801                         *CURRENT SURVEY CONTROL
 NC1801  ___________________________________________________________________
 NC1801* NAD 83(1996)-  42 29 33.49111(N)    079 16 25.59068(W)     ADJUSTED  
 NC1801* NAVD 88     -       205.658  (meters)     674.73   (feet)  ADJUSTED  
 NC1801  ___________________________________________________________________
 NC1801  X           -     876,670.350 (meters)                     COMP
 NC1801  Y           -  -4,628,034.708 (meters)                     COMP
 NC1801  Z           -   4,286,227.061 (meters)                     COMP
 NC1801  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 NC1801  ELLIP HEIGHT-         170.89  (meters)          (09/18/02) GPS OBS
 NC1801  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NC1801  DYNAMIC HT  -         205.592 (meters)     674.51  (feet)  COMP
 NC1801  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NC1801
 NC1801  HORZ ORDER  -  B
 NC1801  VERT ORDER  -  SECOND    CLASS II
 NC1801  ELLP ORDER  -  FOURTH    CLASS II
 NC1801
 NC1801.This mark is at Chautauqua Co/dunkirk Airport (DKK)
 NC1801
 NC1801.The horizontal coordinates were established by GPS observations
 NC1801.and adjusted by the National Geodetic Survey in July 1997..
 NC1801
 NC1801.The orthometric height was determined by differential leveling
 NC1801.and adjusted by the National Geodetic Survey in August 2006..
 NC1801.No vertical observational check was made to the station.
 NC1801
 NC1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC1801
 NC1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1801
 NC1801.The ellipsoidal height was determined by GPS observations
 NC1801.and is referenced to NAD 83.
 NC1801
 NC1801.The geoid height was determined by GEOID03.
 NC1801
 NC1801.The dynamic height is computed by dividing the NAVD 88
 NC1801.geopotential number by the normal gravity value computed on the
 NC1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC1801.degrees latitude (g = 980.6199 gals.).
 NC1801
 NC1801.The modeled gravity was interpolated from observed gravity values.
 NC1801
 NC1801;                    North         East     Units Scale Factor Converg.
 NC1801;SPC NY W     -   277,042.658   293,243.128   MT  0.99997712   -0 27 59.0
 NC1801;SPC NY W     -   908,930.79    962,081.83   sFT  0.99997712   -0 27 59.0
 NC1801;UTM  17      - 4,705,919.160   641,855.773   MT  0.99984759   +1 09 58.5
 NC1801
 NC1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1801!SPC NY W     -   0.99997320  x   0.99997712  =   0.99995032
 NC1801!UTM  17      -   0.99997320  x   0.99984759  =   0.99982079
 NC1801
 NC1801:                Primary Azimuth Mark                     Grid Az
 NC1801:SPC NY W     -  DUNPORT AZ MK                            049 46 32.0
 NC1801:UTM  17      -  DUNPORT AZ MK                            048 08 34.5
 NC1801
 NC1801|---------------------------------------------------------------------|
 NC1801| PID    Reference Object                     Distance      Geod. Az  |
 NC1801|                                                           dddmmss.s |
 NC1801| NC1802 DUNPORT AZ MK                       APPROX. 1.0 KM 0491833.0 |
 NC1801|---------------------------------------------------------------------|
 NC1801
 NC1801                          SUPERSEDED SURVEY CONTROL
 NC1801
 NC1801  ELLIP H (07/22/97)  170.85   (m)                       GP(       ) 1 1
 NC1801  NAD 83(1986)-  42 29 33.48701(N)    079 16 25.57122(W) AD(       ) 3
 NC1801  NAD 27      -  42 29 33.27946(N)    079 16 26.42372(W) AD(       ) 3
 NC1801  NGVD 29 (04/21/89)  206.0    (m)          676.     (f) GPS OBS        
 NC1801
 NC1801.Superseded values are not recommended for survey control.
 NC1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1801.See file dsdata.txt to determine how the superseded data were derived.
 NC1801
 NC1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH4185605919(NAD 83)
 NC1801_MARKER: F = FLANGE-ENCASED ROD
 NC1801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC1801_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC1801_STAMPING: DUNPORT 1988
 NC1801_MARK LOGO: NGS   
 NC1801_PROJECTION: FLUSH
 NC1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC1801+STABILITY: POSITION/ELEVATION WELL
 NC1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1801+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 NC1801_ROD/PIPE-DEPTH: 4.90 meters
 NC1801_SLEEVE-DEPTH  : 1.00 meters
 NC1801
 NC1801  HISTORY     - Date     Condition        Report By
 NC1801  HISTORY     - 1988     MONUMENTED       NGS
 NC1801  HISTORY     - 19951116 GOOD             NYDT
 NC1801  HISTORY     - 19970909 GOOD             FA
 NC1801  HISTORY     - 20010416 GOOD             NBMS
 NC1801  HISTORY     - 20010815 GOOD             NYDT
 NC1801  HISTORY     - 20030411 GOOD             TVGA
 NC1801
 NC1801                          STATION DESCRIPTION
 NC1801
 NC1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NC1801'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 NC1801'DUNKIRK, AT THE DUNKIRK MUNICIPAL AIRPORT, NEAR THE CENTER OF THE
 NC1801'AIRPORT, IN THE EAST CORNER OF THE SMALL GRASS AREA IN THE WEST ANGLE
 NC1801'OF THE INTERSECTION THE TWO ASPHALT RUNWAYS.
 NC1801'OWNERSHIP--CITY OF DUNKIRK, C/O AIRPORT MANAGER FBO MANAGER JOHN J.
 NC1801'NALBONE, RD 1 DUNKIRK NY 14048.  PHONE 716 366-6938.
 NC1801'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 60 IN
 NC1801'DUNKIRK, GO NORTHEAST FOR 0.55 KM (0.35 MI) ON HIGHWAY 5 TO MIDDLE
 NC1801'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 3.4 KM (2.10 MI) ON
 NC1801'BIDDLE ROAD, COUNTY ROAD 82, TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 NC1801'RIGHT JUST AFTER A CURVE IN THE ROAD TO THE NORTH.  TURN RIGHT AND GO
 NC1801'NORTHEAST FOR 0.4 KM (0.25 MI) ON THE ENTRANCE ROAD TO A GATE AT THE
 NC1801'EAST CORNER OF THE AIRPORT ADMINISTRATION BUILDING.  PASS THROUGH GATE
 NC1801'AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE APRON TO THE TAXIWAY.
 NC1801'TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO A
 NC1801'FORK IN THE TAXIWAYS.  BEAR RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ON
 NC1801'THE MAIN CONNECTING TAXIWAY TO A FORK AT THE JUNCTION OF THE PARALLEL
 NC1801'TAXIWAYS.  BEAR RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON TAXIWAY
 NC1801'A TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY AND NEAR
 NC1801'THE INTERSECTION OF THE TWO RUNWAYS.
 NC1801'THE STATION IN THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 NC1801'GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.9 METERS IN A GREASE FILLED
 NC1801'SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE COVERED
 NC1801'BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 50.9 M
 NC1801'(167.0 FT) NORTHEAST FROM THE CENTER OF TAXIWAY A, 40.5 M (132.9 FT)
 NC1801'SOUTHWEST FROM THE CENTER OF RUNWAY 15-33, 40.0 M (131.2 FT) NORTHWEST
 NC1801'FROM THE CENTER OF RUNWAY 6-24, 31.7 M (104.0 FT) EAST-SOUTHEAST FROM
 NC1801'THE SOUTHEAST CORNER OF A 0.7 BY 1.0 METER METAL DRAIN COVER, AND 18.0
 NC1801'M (59.1 FT) EAST FROM A 24 CM METAL PIPE SUPPORT FOR A TETRAHEDRON
 NC1801'LANDING DIRECTION INDICATOR.
 NC1801'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 NC1801
 NC1801                          STATION RECOVERY (1995)
 NC1801
 NC1801'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (KDS)
 NC1801'RECOVERED AS DESCRIBED.  UPDATED DESCRIPTION FOLLOWS.  THE STATION IS
 NC1801'ON THE VISUAL EASTWARD EXTENSION OF THE CENTERLINE OF TAXIWAY A,
 NC1801'RUNNING THROUGH THE MARK, AND TO THE INTERSECTION OF THE 2 RUNWAYS TO
 NC1801'THE EAST.  IT IS 63.3 M (207.68 FT) FROM THE EDGE OF PAVEMENT ALONG
 NC1801'THIS EXTENDED TAXIWAY CENTERLINE, AND 18.1 M (59.38 FT) EAST OF THE
 NC1801'CENTER OF A 1.1 M (3.61 FT) SQUARE CONCRETE BASE, FLUSH WITH THE
 NC1801'GROUND, THAT MAY ONCE HAVE ANCHORED THE TETRAHEDRON LANDING DIRECTION
 NC1801'INDICATOR MENTIONED IN 1988, AND SINCE MOVED.  THE STATION IS ALSO ON
 NC1801'LINE BETWEEN THE WHITE VOR TOWER TO THE SOUTH AND A BLUE METAL
 NC1801'INDUSTRIAL BUILDING OFF THE AIRPORT PROPERTY TO THE NORTH.  CONTACT
 NC1801'THE AIRPORT MANAGER ON-SITE FOR ACCESS TO THE STATION AT 716-366-1409.
 NC1801
 NC1801                          STATION RECOVERY (1997)
 NC1801
 NC1801'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 NC1801'THIS IS PROBABLY GOOD.  IT IS NOT MARKED.
 NC1801
 NC1801                          STATION RECOVERY (2001)
 NC1801
 NC1801'RECOVERY NOTE BY NIAGARA BOUNDARY AND MAPPING SERVICES 2001 (JSB)
 NC1801'RECOVERED IN GOOD CONDITION.
 NC1801
 NC1801                          STATION RECOVERY (2001)
 NC1801
 NC1801'RECOVERY NOTE BY NY DEPT OF TRANSP 2001
 NC1801'RECOVERED AS DESCRIBED.
 NC1801' 
 NC1801'
 NC1801
 NC1801                          STATION RECOVERY (2003)
 NC1801
 NC1801'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2003 (JHD)
 NC1801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1802 ***********************************************************************
 NC1802  DESIGNATION -  DUNPORT AZ MK
 NC1802  PID         -  NC1802
 NC1802  STATE/COUNTY-  NY/CHAUTAUQUA
 NC1802  USGS QUAD   -  DUNKIRK (1979)
 NC1802
 NC1802                         *CURRENT SURVEY CONTROL
 NC1802  ___________________________________________________________________
 NC1802* NAD 83(1996)-  42 29 54.32373(N)    079 15 52.84801(W)     ADJUSTED  
 NC1802* NAVD 88     -       201.8    (meters)     662.     (feet)  VERTCON   
 NC1802  ___________________________________________________________________
 NC1802  X           -     877,323.565 (meters)                     COMP
 NC1802  Y           -  -4,627,465.969 (meters)                     COMP
 NC1802  Z           -   4,286,698.375 (meters)                     COMP
 NC1802  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 NC1802  ELLIP HEIGHT-         166.94  (meters)          (01/11/99) GPS OBS
 NC1802  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NC1802
 NC1802  HORZ ORDER  -  THIRD
 NC1802  ELLP ORDER  -  FOURTH    CLASS I
 NC1802
 NC1802.This mark is at Chautauqua Co/dunkirk Airport (DKK)
 NC1802
 NC1802.The horizontal coordinates were established by GPS observations
 NC1802.and adjusted by the National Geodetic Survey in January 1999..
 NC1802
 NC1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1802
 NC1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NC1802
 NC1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1802
 NC1802.The ellipsoidal height was determined by GPS observations
 NC1802.and is referenced to NAD 83.
 NC1802
 NC1802.The geoid height was determined by GEOID03.
 NC1802
 NC1802;                    North         East     Units Scale Factor Converg.
 NC1802;SPC NY W     -   277,679.394   293,995.953   MT  0.99997608   -0 27 37.1
 NC1802;SPC NY W     -   911,019.81    964,551.72   sFT  0.99997608   -0 27 37.1
 NC1802;UTM  17      - 4,706,577.004   642,590.056   MT  0.99985016   +1 10 21.1
 NC1802
 NC1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1802!SPC NY W     -   0.99997382  x   0.99997608  =   0.99994990
 NC1802!UTM  17      -   0.99997382  x   0.99985016  =   0.99982398
 NC1802
 NC1802:                Primary Azimuth Mark                     Grid Az
 NC1802:SPC NY W     -  DUNPORT                                  229 46 32.2
 NC1802:UTM  17      -  DUNPORT                                  228 08 34.0
 NC1802
 NC1802|---------------------------------------------------------------------|
 NC1802| PID    Reference Object                     Distance      Geod. Az  |
 NC1802|                                                           dddmmss.s |
 NC1802| NC1801 DUNPORT                             APPROX. 1.0 KM 2291855.1 |
 NC1802|---------------------------------------------------------------------|
 NC1802
 NC1802                          SUPERSEDED SURVEY CONTROL
 NC1802
 NC1802  NAD 83(1986)-  42 29 54.32005(N)    079 15 52.83468(W) AD(       ) 3
 NC1802  NAD 27      -  42 29 54.11260(N)    079 15 53.68624(W) AD(       ) 3
 NC1802  NGVD 29 (04/21/89)  201.9    (m)          662.     (f) GPS OBS        
 NC1802
 NC1802.Superseded values are not recommended for survey control.
 NC1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1802.See file dsdata.txt to determine how the superseded data were derived.
 NC1802
 NC1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH4259006577(NAD 83)
 NC1802_MARKER: I = METAL ROD
 NC1802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC1802_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC1802_STAMPING: DUNPORT AZ MK 1988
 NC1802_MARK LOGO: NGS   
 NC1802_PROJECTION: FLUSH
 NC1802_MAGNETIC: I = MARKER IS A STEEL ROD
 NC1802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC1802+STABILITY: POSITION/ELEVATION WELL
 NC1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1802+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NC1802_ROD/PIPE-DEPTH: 5.3  meters
 NC1802_SLEEVE-DEPTH  : 1.0 meters
 NC1802
 NC1802  HISTORY     - Date     Condition        Report By
 NC1802  HISTORY     - 1988     MONUMENTED       NGS
 NC1802
 NC1802                          STATION DESCRIPTION
 NC1802
 NC1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NC1802'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 NC1802'DUNKIRK, AT THE DUNKIRK MUNICIPAL AIRPORT, IN THE NORTHEAST END OF THE
 NC1802'GRASS STRIP ABETWEEN THE PARALLEL TAXIWAY ANE THE NORTHEAST END OF
 NC1802'RUNWAY 6-24.
 NC1802'OWNERSHIP--CITY OF DUNKIRK, C/O AIRPORT FBO MANAGER JOHN J. NALBONE,
 NC1802'RD 1, DUNKIRK NY 14048.  PHONE 716 366-6938.
 NC1802'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 60 IN
 NC1802'DUNKIRK, GO NORTHEAST FOR 0.55 KM (0.35 MI) ON HIGHWAY 5 TO MIDDLE
 NC1802'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 3.4 KM (2.10 MI) ON
 NC1802'MIDDLE ROAD, COUNTY ROAD 82, TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 NC1802'RIGHT JUST AFTER A CURVE IN THE ROAD TO THE NORTH.  TURN RIGHT AND GO
 NC1802'NORTHEAST FOR 0.4 KM (0.25 MI) ON THE ENTRANCE ROAD TO A GATE AT THE
 NC1802'EAST CORNER OF THE AIRPORT ADMINISTRATION BUILDING.  PASS THROUGH THE
 NC1802'GATE AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE APRON TO THE
 NC1802'TAXIWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 NC1802'TAXIWAY TO A FORK IN THE TAXIWAYS.  BEAR RIGHT AND GO EAST FOR 0.2 KM
 NC1802'(0.10 MI) ON THE MAIN CONNECTING TAXIWAY TO A FORK AT THE JUNCTION OF
 NC1802'THE PARALLEL TAXIWAYS.  BEAR LEFT AND GO NORTHEAST FOR 1.0 KM
 NC1802'(0.60 MI) ACROSS THE RUNWAY AND ON THE PARALLEL TAXIWAY TO THE STATION
 NC1802'ON THE RIGHT JUST BEFORE REACHING THE NORTHEAST END OF RUNWAY 6-24.
 NC1802'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NC1802'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.3 METERS IN A GREASE
 NC1802'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NC1802'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NC1802'73.4 M (240.8 FT) EAST FROM THE CENTER OF A 0.7 BY 1.0 METER METAL
 NC1802'DRAIN COVER, 40.3 M (132.2 FT) WEST FROM THE NORTH CORNER OF THE
 NC1802'RUNWAY, 40.0 M (131.2 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY,
 NC1802'25.5 M (83.7 FT) SOUTHWEST FROM THE CENTER OF THE CONNECTING TAXIWAY,
 NC1802'AND 22.2 M (72.8 FT) WEST-NORTHWEST FROM AN ILLUMINATED TAXIWAY C
 NC1802'INDICATOR SIGN.
 NC1802'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3710 ***********************************************************************
 KU3710  DESIGNATION -  DUNWOODIE 1908
 KU3710  PID         -  KU3710
 KU3710  STATE/COUNTY-  NY/WESTCHESTER
 KU3710  USGS QUAD   -  MOUNT VERNON (1979)
 KU3710
 KU3710                         *CURRENT SURVEY CONTROL
 KU3710  ___________________________________________________________________
 KU3710* NAD 83(1996)-  40 55 51.60476(N)    073 51 51.25347(W)     ADJUSTED  
 KU3710* NAVD 88     -       128.7    (meters)     422.     (feet)  VERTCON   
 KU3710  ___________________________________________________________________
 KU3710  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KU3710  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU3710
 KU3710  HORZ ORDER  -  FIRST
 KU3710
 KU3710.The horizontal coordinates were established by classical geodetic methods
 KU3710.and adjusted by the National Geodetic Survey in January 1999..
 KU3710
 KU3710.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3710
 KU3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3710
 KU3710.The geoid height was determined by GEOID03.
 KU3710
 KU3710;                    North         East     Units Scale Factor Converg.
 KU3710;SPC NY E     -   233,080.419   203,540.577   MT  0.99993527   +0 24 59.5
 KU3710;SPC NY E     -   764,698.01    667,782.71   sFT  0.99993527   +0 24 59.5
 KU3710;SPC NY L     -    84,885.914   311,434.291   MT  0.99999589   +0 05 19.7
 KU3710;SPC NY L     -   278,496.54  1,021,764.00   sFT  0.99999589   +0 05 19.7
 KU3710;SPC NJ       -   233,080.419   203,540.577   MT  0.99993527   +0 24 59.5
 KU3710;SPC NJ       -   764,698.01    667,782.71   sFT  0.99993527   +0 24 59.5
 KU3710;UTM  18      - 4,531,718.547   595,619.843   MT  0.99971253   +0 44 38.9
 KU3710
 KU3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3710!SPC NY E     -   0.99998471  x   0.99993527  =   0.99991998
 KU3710!SPC NY L     -   0.99998471  x   0.99999589  =   0.99998060
 KU3710!SPC NJ       -   0.99998471  x   0.99993527  =   0.99991998
 KU3710!UTM  18      -   0.99998471  x   0.99971253  =   0.99969724
 KU3710
 KU3710:                Primary Azimuth Mark                     Grid Az
 KU3710:SPC NY E     -  HILLSIDE                                 166 07 24.4
 KU3710:SPC NY L     -  HILLSIDE                                 166 27 04.2
 KU3710:SPC NJ       -  HILLSIDE                                 166 07 24.4
 KU3710:UTM  18      -  HILLSIDE                                 165 47 45.0
 KU3710
 KU3710|---------------------------------------------------------------------|
 KU3710| PID    Reference Object                     Distance      Geod. Az  |
 KU3710|                                                           dddmmss.s |
 KU3710| KU3621 HILLSIDE                            APPROX. 6.1 KM 1663223.9 |
 KU3710|---------------------------------------------------------------------|
 KU3710
 KU3710                          SUPERSEDED SURVEY CONTROL
 KU3710
 KU3710  NAD 83(1996)-  40 55 51.60544(N)    073 51 51.25399(W) AD(       ) 1
 KU3710  NAD 83(1992)-  40 55 51.60395(N)    073 51 51.25463(W) AD(       ) 1
 KU3710  NAD 83(1986)-  40 55 51.60696(N)    073 51 51.25294(W) AD(       ) 1
 KU3710  NAD 27      -  40 55 51.25053(N)    073 51 52.76757(W) AD(       ) 1
 KU3710  NGVD 29 (07/19/86)  129.0    (m)          423.     (f) VERT ANG       
 KU3710
 KU3710.Superseded values are not recommended for survey control.
 KU3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3710.See file dsdata.txt to determine how the superseded data were derived.
 KU3710
 KU3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9562031719(NAD 83)
 KU3710_MARKER: 91 = CHURCH CROSS
 KU3710
 KU3710  HISTORY     - Date     Condition        Report By
 KU3710  HISTORY     - 1903     FIRST OBSERVED   CGS
 KU3710  HISTORY     - 1908     GOOD             CGS
 KU3710  HISTORY     - 1921     SEE DESCRIPTION  NY6820
 KU3710  HISTORY     - 1932     GOOD             CGS
 KU3710  HISTORY     - 1938     GOOD             CGS
 KU3710  HISTORY     - 1939     GOOD             CGS
 KU3710  HISTORY     - 1964     GOOD             CGS
 KU3710  HISTORY     - 1966     GOOD             CGS
 KU3710
 KU3710                          STATION DESCRIPTION
 KU3710
 KU3710'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KU3710'THIS STATION IS THE CROSS ON THE ROOF OF THE MAIN CUPOLA OF
 KU3710'ST. JOSEPHS SEMINARY AT DUNWOODIE, YONKERS.
 KU3710'
 KU3710'THE ROOF UPON WHICH CROSS IS PLACED IS SUPPORTED BY 8 ROUND
 KU3710'COLUMNS HAVING SQUARE BASES.  THE POINT WAS REDUCED ON THE TRAP
 KU3710'DOOR TO TAKE OBSERVATIONS.  THIS WAS DONE BY STRETCHING STRINGS
 KU3710'FROM THE CENTERS OF THESE COLUMNS AND TAKING THE INTERSECTIONS.
 KU3710'
 KU3710'THE LINE TO HIGHBRIDGE PASSES OVER LARGE CHIMNEYS OF POWER
 KU3710'HOUSE, MAKING THIS LINE VERY DIFFICULT TO GET.
 KU3710'
 KU3710'REACHED BY NEW YORK CENTRAL RAILROAD TO YONKERS OR MOUNT
 KU3710'VERNON AT GRAND CENTRAL DEPOT, FORTY-SECOND STREET, NEW YORK
 KU3710'CITY, THENCE BY YONKERS AVENUE TROLLEY TO SEMINARY.
 KU3710
 KU3710                          STATION RECOVERY (1921)
 KU3710
 KU3710'RECOVERY NOTE BY CITY OF YONKERS NEW YORK 1921
 KU3710'STATION WAS ESTABLISHED BY TRIANGULATION OF GREATER NEW YORK
 KU3710'AND WAS AT THAT TIME CROSS ON THE ROOF OF THE MAIN CUPOLA OF
 KU3710'ST. JOSEPHS SEMINARY AT DUNWOODIE.  THE CENTER PUNCH HOLE IN
 KU3710'COPPER COVERING OF THE HINGED SCUTTLE TOP OVER OPENING
 KU3710'LEADING FROM TOP OF STAIRWAY TO THE PLATFORM OF CUPOLA WAS
 KU3710'TAKEN AS THE STATION BY THE YONKERS ENGINEERS AND THE CROSS
 KU3710'FOUND TO BE SLIGHTLY ECCENTRIC.
 KU3710
 KU3710                          STATION RECOVERY (1932)
 KU3710
 KU3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3710'RECOVERED, IN GOOD CONDITION, AS ORIGINALLY DESCRIBED.
 KU3710'
 KU3710'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS IN THE
 KU3710'DUNWOODIE SECTION OF YONKERS ON THE NW CORNER OF SEMINARY
 KU3710'AVENUE AND VALENTINE STREET, ATOP ST. JOSEPHS SEMINARY
 KU3710'(THE ONLY BUILDING IN THIS BLOCK, A 4-STORY, GREY STONE, RED
 KU3710'SLATE-ROOFED STRUCTURE), FROM THE MIDDLE OF WHICH RISES A
 KU3710'DOME-ROOFED OPEN CUPOLA SURMOUNTED BY A CROSS.
 KU3710'
 KU3710'STATION IS THE BASE OF THE CROSS.  NO REFERENCE MARKS WERE
 KU3710'SET NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KU3710
 KU3710                          STATION RECOVERY (1938)
 KU3710
 KU3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU3710'THIS STATION IS THE CROSS, SURMOUNTING THE BELL CUPOLA, OF
 KU3710'ST. JOSEPHS SEMINARY, DUNWOODIE, YONKERS, AT THE CORNER OF
 KU3710'SEMINARY AVENUE AND VALENTINE STREET.
 KU3710'
 KU3710'THE CROSS WAS PROJECTED DOWN BY USING TWO THEODOLITE SET-UPS
 KU3710'ON GROUND AND A SMALL CROSS WAS MARKED ON TOP OF TRAP
 KU3710'DOOR OF BELL CUPOLA.  THIS POINT WAS FOUND TO BE ECCENTRIC
 KU3710'FROM PUNCH HOLE IN TRAP-DOOR ESTABLISHED BY A.T. MOSSMAN IN
 KU3710'1905.  IT WILL BE NECESSARY, WHEN RE-OCCUPYING STATION, TO
 KU3710'PROJECT CROSS DOWN, IN ORDER TO DETERMINE WHICH OF THE
 KU3710'CROSSES AND MARKS ON TRAP DOOR IS THE TRUE STATION.  AN
 KU3710'ECCENTRIC SET-UP WAS NECESSARY TO SEE ALL STATIONS.
 KU3710'
 KU3710'TO REACH STATION FROM YONKERS, FOLLOW STREET CAR TRACKS
 KU3710'E ON YONKERS AVENUE.  KEEP STRAIGHT ON VALENTINE STREET
 KU3710'WHERE TRACKS BEAR RIGHT FOR 0.05 MILE.  TURN RIGHT OR S
 KU3710'WHERE VALENTINE STREET MAKES RIGHT ANGLE TURN AND GO 0.4
 KU3710'MILE TO SEMINARY AVENUE AND THE SEMINARY ON THE LEFT.
 KU3710'
 KU3710'MR. MAGUIRE, THE BUILDING ENGINEER, SHOULD BE SEEN TO
 KU3710'OBTAIN ACCESS TO THE CUPOLA WHICH IS ATOP THE DOME OF MAIN
 KU3710'BUILDING.
 KU3710'
 KU3710'DIRECTIONS AT ECCENTRIC SET-UP.
 KU3710
 KU3710                          STATION RECOVERY (1939)
 KU3710
 KU3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (MAH)
 KU3710'STATION RECOVERED.  BY C.D. MEANEY IN 1938.  STATION WAS NOT
 KU3710'OCCUPIED IN 1939.  ECCENTRIC DISTANCE AND DIRECTION WERE CHECKED
 KU3710'AND TRUE STATION (CROSS ON TRAP DOOR) WAS DETERMINED BY PROJECTING
 KU3710'CROSS DOWN.  NO ADDITIONAL MEASUREMENTS MADE.
 KU3710
 KU3710                          STATION RECOVERY (1964)
 KU3710
 KU3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 KU3710'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE CENTERLINE
 KU3710'OF THE CROSS ON THE MAIN CUPOLA ATOP DUNWOODIE SEMINARY.
 KU3710'
 KU3710'STATION MAY BE OCCUPIED IF THE CENTERLINE OF THE CROSS IS
 KU3710'INSTRUMENTALLY PLUMBED TO THE WOOD FLOOR OF THE CUPOLA.  THIS
 KU3710'WOOD FLOOR IS REASONABLY STEADY PROVIDED THERE IS
 KU3710'LITTLE WIND.
 KU3710'
 KU3710'WRITTEN PERMISSION MAY BE OBTAINED AND IS NEEDED IF NIGHT
 KU3710'WORK IS PLANNED.
 KU3710
 KU3710                          STATION RECOVERY (1966)
 KU3710
 KU3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3710'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KU3710'CONDITION.  THE GENERAL LOCATION GIVEN IN THE PREVIOUS
 KU3710'RECOVERY NOTES ARE GOOD.  DUE TO THE STATION BEING SURROUNDED
 KU3710'BY COLUMNS DUNWOODIE 2 WAS ESTABLISHED AND A TRAVERSE
 KU3710'CONNECTION MADE.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3709 ***********************************************************************
 KU3709  DESIGNATION -  DUNWOODIE 2 1966
 KU3709  PID         -  KU3709
 KU3709  STATE/COUNTY-  NY/WESTCHESTER
 KU3709  USGS QUAD   -  MOUNT VERNON (1979)
 KU3709
 KU3709                         *CURRENT SURVEY CONTROL
 KU3709  ___________________________________________________________________
 KU3709* NAD 83(1996)-  40 55 51.61595(N)    073 51 51.27230(W)     ADJUSTED  
 KU3709* NAVD 88     -       128.7    (meters)     422.     (feet)  VERTCON   
 KU3709  ___________________________________________________________________
 KU3709  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KU3709  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KU3709
 KU3709  HORZ ORDER  -  FIRST
 KU3709
 KU3709.The horizontal coordinates were established by classical geodetic methods
 KU3709.and adjusted by the National Geodetic Survey in January 1999..
 KU3709
 KU3709.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3709
 KU3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3709
 KU3709.The geoid height was determined by GEOID03.
 KU3709
 KU3709;                    North         East     Units Scale Factor Converg.
 KU3709;SPC NY E     -   233,080.761   203,540.134   MT  0.99993527   +0 24 59.5
 KU3709;SPC NY E     -   764,699.13    667,781.26   sFT  0.99993527   +0 24 59.5
 KU3709;SPC NY L     -    84,886.258   311,433.850   MT  0.99999589   +0 05 19.7
 KU3709;SPC NY L     -   278,497.66  1,021,762.56   sFT  0.99999589   +0 05 19.7
 KU3709;SPC NJ       -   233,080.761   203,540.134   MT  0.99993527   +0 24 59.5
 KU3709;SPC NJ       -   764,699.13    667,781.26   sFT  0.99993527   +0 24 59.5
 KU3709;UTM  18      - 4,531,718.886   595,619.398   MT  0.99971253   +0 44 38.9
 KU3709
 KU3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3709!SPC NY E     -   0.99998471  x   0.99993527  =   0.99991998
 KU3709!SPC NY L     -   0.99998471  x   0.99999589  =   0.99998060
 KU3709!SPC NJ       -   0.99998471  x   0.99993527  =   0.99991998
 KU3709!UTM  18      -   0.99998471  x   0.99971253  =   0.99969724
 KU3709
 KU3709:                Primary Azimuth Mark                     Grid Az
 KU3709:SPC NY E     -  BRONXVILLE CHRIST CH EPIS                062 08 29.0
 KU3709:SPC NY L     -  BRONXVILLE CHRIST CH EPIS                062 28 08.8
 KU3709:SPC NJ       -  BRONXVILLE CHRIST CH EPIS                062 08 29.0
 KU3709:UTM  18      -  BRONXVILLE CHRIST CH EPIS                061 48 49.6
 KU3709
 KU3709|---------------------------------------------------------------------|
 KU3709| PID    Reference Object                     Distance      Geod. Az  |
 KU3709|                                                           dddmmss.s |
 KU3709| KU3692 BRONXVILLE CHRIST CH EPIS           APPROX. 2.9 KM 0623328.5 |
 KU3709| KU3717 YONKERS FLEETWOOD ACRES APTS        APPROX. 1.6 KM 1015609.7 |
 KU3709| KU3687 MOUNT VERNON CITY HALL CUPOLA       APPROX. 3.0 KM 1342325.1 |
 KU3709| KU3691 MOUNT VERNON SAC HEART CATH CH      APPROX. 3.4 KM 1365118.9 |
 KU3709| KU3701 MOUNT VERNON FIRST ME CH SPIRE      APPROX. 3.3 KM 1412250.3 |
 KU3709| KU3715 YONKERS ST JOHN THE BAPT CROSS      APPROX. 0.7 KM 2041000.4 |
 KU3709| KU4091 MONASTERY YONKERS SAC HEART SP      APPROX. 2.8 KM 3195449.5 |
 KU3709|---------------------------------------------------------------------|
 KU3709
 KU3709                          SUPERSEDED SURVEY CONTROL
 KU3709
 KU3709  NAD 83(1996)-  40 55 51.61663(N)    073 51 51.27281(W) AD(       ) 1
 KU3709  NAD 83(1992)-  40 55 51.61513(N)    073 51 51.27345(W) AD(       ) 1
 KU3709  NAD 83(1986)-  40 55 51.61819(N)    073 51 51.27184(W) AD(       ) 1
 KU3709  NAD 27      -  40 55 51.26170(N)    073 51 52.78638(W) AD(       ) 1
 KU3709  NGVD 29 (07/19/86)  129.0    (m)          423.     (f) VERT ANG       
 KU3709
 KU3709.Superseded values are not recommended for survey control.
 KU3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3709.See file dsdata.txt to determine how the superseded data were derived.
 KU3709
 KU3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9561931719(NAD 83)
 KU3709_MARKER: Z = SEE DESCRIPTION
 KU3709_SETTING: 0 = UNSPECIFIED SETTING
 KU3709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3709
 KU3709  HISTORY     - Date     Condition        Report By
 KU3709  HISTORY     - 1966     MONUMENTED       CGS
 KU3709
 KU3709                          STATION DESCRIPTION
 KU3709
 KU3709'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU3709'THE STATION IS LOCATED ON THE ROOF OF THE OPEN CUPOLA ATOP THE ST.
 KU3709'JOSEPHS SEMINARY WHICH IS ALONG SEMINARY AVENUE IN YONKERS.
 KU3709'
 KU3709'THE STATION MARK IS A PUNCH HOLE SURROUNDED BY A TRIANGLE IN THE
 KU3709'NORTHERN BASE OF LIP OF THE TRAP DOOR TO THE OPEN CUPOLA.  IT IS
 KU3709'1.68 FEET WEST OF THE NORTHEAST CORNER OF THE TRAP DOOR LIP, 1.51
 KU3709'FEET EAST OF THE NORTHWEST CORNER OF THE TRAP DOOR LIP AND 0.24
 KU3709'FOOT NORTH OF THE NORTH EDGE OF THE TRAP DOOR LIP.
 KU3709'
 KU3709'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS STATION.
 KU3709'
 KU3709'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1855 ***********************************************************************
 OE1855  DESIGNATION -  DUPPERT
 OE1855  PID         -  OE1855
 OE1855  STATE/COUNTY-  NY/LEWIS
 OE1855  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE1855
 OE1855                         *CURRENT SURVEY CONTROL
 OE1855  ___________________________________________________________________
 OE1855* NAD 83(1996)-  43 31 32.24630(N)    075 27 56.75153(W)     ADJUSTED  
 OE1855* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 OE1855  ___________________________________________________________________
 OE1855  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 OE1855  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 OE1855
 OE1855  HORZ ORDER  -  FIRST
 OE1855
 OE1855.The horizontal coordinates were established by classical geodetic methods
 OE1855.and adjusted by the National Geodetic Survey in January 1999..
 OE1855
 OE1855.The orthometric height was scaled from a topographic map.
 OE1855
 OE1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1855
 OE1855.The geoid height was determined by GEOID03.
 OE1855
 OE1855;                    North         East     Units Scale Factor Converg.
 OE1855;SPC NY C     -   392,168.891   340,341.696   MT  1.00003786   +0 46 10.9
 OE1855;SPC NY C     - 1,286,640.77  1,116,604.38   sFT  1.00003786   +0 46 10.9
 OE1855;UTM  18      - 4,819,292.494   462,361.503   MT  0.99961743   -0 19 14.8
 OE1855
 OE1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1855!SPC NY C     -   0.99991972  x   1.00003786  =   0.99995757
 OE1855!UTM  18      -   0.99991972  x   0.99961743  =   0.99953718
 OE1855
 OE1855:                Primary Azimuth Mark                     Grid Az
 OE1855:SPC NY C     -  DUPPERT AZ MK                            018 27 34.7
 OE1855:UTM  18      -  DUPPERT AZ MK                            019 33 00.4
 OE1855
 OE1855|---------------------------------------------------------------------|
 OE1855| PID    Reference Object                     Distance      Geod. Az  |
 OE1855|                                                           dddmmss.s |
 OE1855| CZ8209 DUPPERT AZ MK                                      0191345.6 |
 OE1855| CZ8210 DUPPERT RM 1                         19.068 METERS 11021     |
 OE1855| CZ8211 DUPPERT RM 2                         35.703 METERS 17743     |
 OE1855|---------------------------------------------------------------------|
 OE1855
 OE1855                          SUPERSEDED SURVEY CONTROL
 OE1855
 OE1855  NAD 83(1986)-  43 31 32.25157(N)    075 27 56.74919(W) AD(       ) 1
 OE1855  NAD 27      -  43 31 32.00146(N)    075 27 58.11105(W) AD(       ) 1
 OE1855
 OE1855.Superseded values are not recommended for survey control.
 OE1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1855.See file dsdata.txt to determine how the superseded data were derived.
 OE1855
 OE1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP6236219292(NAD 83)
 OE1855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1855
 OE1855  HISTORY     - Date     Condition        Report By
 OE1855  HISTORY     - 1942     MONUMENTED       CGS
 OE1855  HISTORY     - 1972     SEE DESCRIPTION  SELLS
 OE1855
 OE1855                          STATION DESCRIPTION
 OE1855
 OE1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OE1855'STATION IS ABOUT 4.9 MILES N OF WEST LEYDEN, ON A HILL IN PASTURE
 OE1855'LAND, OWNED BY B. DUPPERT, WHO LIVES ABOUT 0.3 MILE W OF THE
 OE1855'STATION.  IT IS ABOUT 0.2 MILE E OF STATE HIGHWAY 26, AND 116 FEET
 OE1855'N OF A WHITE REFERENCE POST.  IT IS STAMPED DUPPERT 1942 AND IS
 OE1855'SET FLUSH WITH THE GROUND.
 OE1855'
 OE1855'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1855'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1855'
 OE1855'REFERENCE MARK NO.1 IS E OF THE STATION, IN OPEN PASTURE LAND
 OE1855'AND SET FLUSH WITH THE GROUND.  IT IS STAMPED DUPPERT NO.1 1942.
 OE1855'
 OE1855'REFERENCE MARK NO.2 IS SSE OF THE STATION, IN OPEN PASTURE LAND,
 OE1855'2.8 FEET S OF A WHITE REFERENCE POST AND 3 FEET N OF A SMALL WILD
 OE1855'CHERRY TREE.  IT IS STAMPED DUPPERT NO.2 1942 AND IS SET FLUSH
 OE1855'WITH THE GROUND.
 OE1855'
 OE1855'THE AZIMUTH MARK IS N OF THE STATION, 29 FEET W OF THE CENTER
 OE1855'LINE OF STATE HIGHWAY 26, 8 FEET W OF A POWER LINE POLE AND 2 FEET
 OE1855'W OF A WHITE REFERENCE POST.  IT IS STAMPED DUPPERT 1942 AND
 OE1855'PROJECTS ABOUT 6 INCHES.
 OE1855'
 OE1855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 294 AND
 OE1855'STATE HIGHWAY 26, AT THE N EDGE OF WEST LEYDEN, GO N ON STATE
 OE1855'HIGHWAY 26 FOR 4.9 MILES TO THE B. DUPPERT FARM ON THE RIGHT, TURN
 OE1855'RIGHT INTO THE FARMYARD, PASSING AROUND S SIDE OF BARN AND GO E
 OE1855'ACROSS PASTURE FOR ABOUT 0.2 MILE TO THE HIGHEST POINT AND
 OE1855'STATION.
 OE1855'
 OE1855'TO REACH THE AZIMUTH MARK FROM THE B. DUPPERT FARM, GO N ON
 OE1855'STATE HIGHWAY 26 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT GOMER IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT BRANTINGHAM IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT RIEBENNACHT IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT BUCKS IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 37-FOOT SIGNAL AT PEN MOUNTAIN (N.Y.S.S.) 1882 IS VISIBLE AT
 OE1855'90 FEET.
 OE1855'
 OE1855'A 110-FOOT SIGNAL AT REAMS IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT ESCHE IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT PINE IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'A 90-FOOT SIGNAL AT SERVICE IS VISIBLE AT 90 FEET.
 OE1855'
 OE1855'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 OE1855
 OE1855                          STATION RECOVERY (1972)
 OE1855
 OE1855'RECOVERY NOTE BY SELLS INC CONS ENG 1972
 OE1855'STATION, R.M. NOS. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN
 OE1855'GOOD CONDITION.  VISIBILITY AT THIS STATION IS VERY GOOD IN
 OE1855'ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2122 ***********************************************************************
 PG2122  DESIGNATION -  DUPREY
 PG2122  PID         -  PG2122
 PG2122  STATE/COUNTY-  NY/CLINTON
 PG2122  USGS QUAD   -  MOOERS (1966)
 PG2122
 PG2122                         *CURRENT SURVEY CONTROL
 PG2122  ___________________________________________________________________
 PG2122* NAD 83(1996)-  44 58 11.57494(N)    073 36 57.82985(W)     ADJUSTED  
 PG2122* NAVD 88     -       106.1    (meters)     348.     (feet)  VERTCON   
 PG2122  ___________________________________________________________________
 PG2122  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 PG2122  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PG2122
 PG2122  HORZ ORDER  -  SECOND
 PG2122
 PG2122.The horizontal coordinates were established by classical geodetic methods
 PG2122.and adjusted by the National Geodetic Survey in January 1999..
 PG2122
 PG2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2122
 PG2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2122
 PG2122.The geoid height was determined by GEOID03.
 PG2122
 PG2122;                    North         East     Units Scale Factor Converg.
 PG2122;SPC NY E     -   681,907.612   219,725.106   MT  0.99995976   +0 37 29.0
 PG2122;SPC NY E     - 2,237,225.22    720,881.45   sFT  0.99995976   +0 37 29.0
 PG2122;UTM  18      - 4,980,536.245   609,132.495   MT  0.99974645   +0 58 41.4
 PG2122
 PG2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2122!SPC NY E     -   0.99998794  x   0.99995976  =   0.99994770
 PG2122!UTM  18      -   0.99998794  x   0.99974645  =   0.99973440
 PG2122
 PG2122|---------------------------------------------------------------------|
 PG2122| PID    Reference Object                     Distance      Geod. Az  |
 PG2122|                                                           dddmmss.s |
 PG2122| PG1046 DUPREY RM 1                          33.743 METERS 08419     |
 PG2122| PG1045 DUPREY 2                             10.843 METERS 08419     |
 PG2122| PG2123 MOOERS ST JOSEPHS CH SPIRE OLD      APPROX. 2.6 KM 0980223.2 |
 PG2122| PG2130 ALTONS W H MINOR FOUNDATION TK      APPROX. 7.3 KM 1923839.0 |
 PG2122| PG1042 DUPREY AZ MK                                       2194217.2 |
 PG2122| PG1044 DUPREY RM 2                          25.292 METERS 33019     |
 PG2122|---------------------------------------------------------------------|
 PG2122
 PG2122                          SUPERSEDED SURVEY CONTROL
 PG2122
 PG2122  NAD 83(1996)-  44 58 11.57502(N)    073 36 57.82911(W) AD(       ) 2
 PG2122  NAD 83(1992)-  44 58 11.57464(N)    073 36 57.82838(W) AD(       ) 2
 PG2122  NAD 83(1986)-  44 58 11.58115(N)    073 36 57.83033(W) AD(       ) 2
 PG2122  NAD 27      -  44 58 11.44630(N)    073 36 59.33110(W) AD(       ) 2
 PG2122  NGVD 29 (07/19/86)  106.2    (m)          348.     (f) VERT ANG       
 PG2122
 PG2122.Superseded values are not recommended for survey control.
 PG2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2122.See file dsdata.txt to determine how the superseded data were derived.
 PG2122
 PG2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0913280536(NAD 83)
 PG2122_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2122
 PG2122  HISTORY     - Date     Condition        Report By
 PG2122  HISTORY     - 1961     MONUMENTED       CGS
 PG2122  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PG2122
 PG2122                          STATION DESCRIPTION
 PG2122
 PG2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2122'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF SCIOTA, ABOUT 6
 PG2122'MILES NORTHEAST OF ALTONA AND ABOUT 2 MILES WEST OF MOOERS.  IT
 PG2122'IS 20 FEET EAST OF APPROXIMATE CENTER OF DIRT ROAD, 19 FEET
 PG2122'WEST OF ROCK FENCE AND 4.9 FEET EAST OF METAL WITNESS POST WITH
 PG2122'SIGN.  STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 PG2122'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 PG2122'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DUPREY 1961.
 PG2122'
 PG2122'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 11
 PG2122'AND STATE HIGHWAY NO. 22 IN THE VILLAGE OF MOOERS, GO
 PG2122'NORTHWESTERLY ON U.S. HIGHWAY NO. 11 FOR 2.0 MILES TO A SIDE
 PG2122'ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.05 MILE TO A SIDE
 PG2122'ROAD LEFT.  (TURN LEFT AND GO WEST ON SURFACED ROAD FOR 0.15
 PG2122'MILE TO AZIMUTH MARK ON THE RIGHT.) CONTINUE STRAIGHT AHEAD ON
 PG2122'GRAVEL AND DIRT ROAD FOR 0.25 MILE TO STATION ON THE LEFT AS
 PG2122'DESCRIBED.
 PG2122'
 PG2122'AZIMUTH MARK IS 71 FEET NORTH OF THE APPROXIMATE CENTER OF
 PG2122'SURFACED ROAD, 55 FEET SOUTHEAST OF POWERLINE POLE NO. E9A, 4.2
 PG2122'FEET SOUTH OF METAL WITNESS POST WITH SIGN AND 1 FOOT EAST OF
 PG2122'NORTH-SOUTH FENCELINE.  IT IS MARKED BY A STANDARD DISK
 PG2122'CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 PG2122'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 PG2122'IS STAMPED DUPREY 1961.
 PG2122'
 PG2122'REFERENCE MARK NO. 1 IS 89 FEET EAST OF THE APPROXIMATE CENTER
 PG2122'OF DIRT ROAD, 54 FEET NORTH OF A 24 INCH MAPLE TREE AND 34 FEET
 PG2122'SOUTHWEST OF A 30 INCH MAPLE TREE.  IT IS MARKED BY A STANDARD
 PG2122'DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 PG2122'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 PG2122'IS STAMPED DUPREY NO 1 1961.
 PG2122'
 PG2122'REFERENCE MARK NO. 2 IS 63 FEET WEST OF THE APPROXIMATE CENTER
 PG2122'OF DIRT ROAD, 60 FEET SOUTHWEST OF A 12 INCH ASH TREE AND 35
 PG2122'FEET WEST OF FENCELINE.  IT IS MARKED BY A STANDARD DISK
 PG2122'CEMENTED IN DRILLHOLE IN OUTCROPPING BED ROCK AND THE DISK IS
 PG2122'STAMPED DUPREY NO 2 1961.
 PG2122
 PG2122                          STATION RECOVERY (1964)
 PG2122
 PG2122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 PG2122'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 PG2122'WAS IN THE WAY OF ROAD CONSTRUCTION, AND WAS DESTROYED.  SEE
 PG2122'DESCRIPTION OF DUPREY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1045 ***********************************************************************
 PG1045  DESIGNATION -  DUPREY 2
 PG1045  PID         -  PG1045
 PG1045  STATE/COUNTY-  NY/CLINTON
 PG1045  USGS QUAD   -  MOOERS (1966)
 PG1045
 PG1045                         *CURRENT SURVEY CONTROL
 PG1045  ___________________________________________________________________
 PG1045* NAD 83(1996)-  44 58 11.60976(N)    073 36 57.33748(W)     ADJUSTED  
 PG1045* NAVD 88     -       106.768  (meters)     350.29   (feet)  ADJUSTED  
 PG1045  ___________________________________________________________________
 PG1045  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 PG1045  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PG1045  DYNAMIC HT  -         106.765 (meters)     350.28  (feet)  COMP
 PG1045  MODELED GRAV-     980,587.5   (mgal)                       NAVD 88
 PG1045
 PG1045  HORZ ORDER  -  THIRD
 PG1045  VERT ORDER  -  FIRST     CLASS I
 PG1045
 PG1045.The horizontal coordinates were established by classical geodetic methods
 PG1045.and adjusted by the National Geodetic Survey in January 1999..
 PG1045.No horizontal observational check was made to the station.
 PG1045
 PG1045.The orthometric height was determined by differential leveling
 PG1045.and adjusted by the National Geodetic Survey in June 1991..
 PG1045
 PG1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1045
 PG1045.The geoid height was determined by GEOID03.
 PG1045
 PG1045.The dynamic height is computed by dividing the NAVD 88
 PG1045.geopotential number by the normal gravity value computed on the
 PG1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1045.degrees latitude (g = 980.6199 gals.).
 PG1045
 PG1045.The modeled gravity was interpolated from observed gravity values.
 PG1045
 PG1045;                    North         East     Units Scale Factor Converg.
 PG1045;SPC NY E     -   681,908.805   219,735.882   MT  0.99995978   +0 37 29.4
 PG1045;SPC NY E     - 2,237,229.14    720,916.81   sFT  0.99995978   +0 37 29.4
 PG1045;UTM  18      - 4,980,537.504   609,143.262   MT  0.99974648   +0 58 41.8
 PG1045
 PG1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1045!SPC NY E     -   0.99998784  x   0.99995978  =   0.99994762
 PG1045!UTM  18      -   0.99998784  x   0.99974648  =   0.99973432
 PG1045
 PG1045|---------------------------------------------------------------------|
 PG1045| PID    Reference Object                     Distance      Geod. Az  |
 PG1045|                                                           dddmmss.s |
 PG1045| PG1046 DUPREY RM 1                          22.900 METERS 08419     |
 PG1045| PG1042 DUPREY AZ MK                                       2203006.4 |
 PG1045| PG2122 DUPREY                               10.843 METERS 26419     |
 PG1045| PG1044 DUPREY RM 2                          31.323 METERS 31152     |
 PG1045|---------------------------------------------------------------------|
 PG1045
 PG1045                          SUPERSEDED SURVEY CONTROL
 PG1045
 PG1045  NAD 83(1996)-  44 58 11.60984(N)    073 36 57.33673(W) AD(       ) 3
 PG1045  NAD 83(1992)-  44 58 11.60946(N)    073 36 57.33600(W) AD(       ) 3
 PG1045  NAD 83(1986)-  44 58 11.61596(N)    073 36 57.33795(W) AD(       ) 3
 PG1045  NAD 27      -  44 58 11.48110(N)    073 36 58.83870(W) AD(       ) 3
 PG1045  NGVD 29 (??/??/92)  106.896  (m)          350.71   (f) ADJ UNCH    1 1
 PG1045
 PG1045.Superseded values are not recommended for survey control.
 PG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1045.See file dsdata.txt to determine how the superseded data were derived.
 PG1045
 PG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0914380538(NAD 83)
 PG1045_MARKER: DS = TRIANGULATION STATION DISK
 PG1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1045_STAMPING: DUPREY 2 1964
 PG1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1045+STABILITY: SURFACE MOTION
 PG1045
 PG1045  HISTORY     - Date     Condition        Report By
 PG1045  HISTORY     - 1964     MONUMENTED       CGS
 PG1045  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PG1045  HISTORY     - 1973     GOOD             NGS
 PG1045
 PG1045                          STATION DESCRIPTION
 PG1045
 PG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WFD)
 PG1045'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF SCIOTA, 6 MILES
 PG1045'NORTHEAST OF ALTONA AND 2 MILES WEST OF MOOERS.
 PG1045'
 PG1045'THE STATION MARK IS A STANDARD DISK STAMPED DUPREY 2 1964, SET
 PG1045'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 PG1045'ABOUT 16 FEET EAST OF THE CENTER OF THE PROPOSED ROAD
 PG1045'RELOCATION, 1.4 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 PG1045'WEST OF THE RIGHT-OF-WAY FENCE.
 PG1045'
 PG1045'RM 1 IS A STANDARD DISK STAMPED DUPREY NO 1 1961, SET IN THE
 PG1045'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 PG1045'IS IN PASTURE LAND 74 FEET EAST OF THE WIRE RIGHT-OF-WAY
 PG1045'FENCE.  ARROW POINTS TO NEW STATION MARK.
 PG1045'
 PG1045'RM 2 IS A STANDARD DISK STAMPED DUPREY NO 2 1961, SET IN A
 PG1045'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 18
 PG1045'INCHES.  IT IS IN GRAZE LAND WEST OF THE ROAD, (ROAD AND FENCE
 PG1045'WILL BE MOVED TOWARD THE MARK TO STRAIGHTEN CURVE.)
 PG1045'
 PG1045'DUPREY 1961 WILL BE DESTROYED OR BURIED DURING ROAD
 PG1045'CONSTRUCTION.  SURFACE DISK WAS REMOVED AT THIS TIME.
 PG1045'
 PG1045'AZIMUTH MARK IS A STANDARD DISK STAMPED DUPREY 1961, SET IN A
 PG1045'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 70 FEET NORTH
 PG1045'OF THE CENTER OF THE PAVED ROAD, 4.2 FEET SOUTH OF A METAL
 PG1045'WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 PG1045'
 PG1045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 PG1045'STATE HIGHWAY 22 IN THE CENTER OF THE VILLAGE OF MOOERS, GO
 PG1045'NORTHWESTERLY ON U.S. HIGHWAY 11 FOR 2.0 MILES TO A CURVE LEFT
 PG1045'AT THE TOP OF THE GRADE AND A PAVED ROAD RIGHT, TURN RIGHT AND
 PG1045'GO NORTH FOR 0.05 MILE TO A PAVED ROAD ON THE LEFT.  (TURN LEFT
 PG1045'AND GO WEST ON THE PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 PG1045'ON THE RIGHT, AT THE EAST SIDE OF A SMALL DWELLING.) CONTINUE
 PG1045'STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION ON THE RIGHT,
 PG1045'PASSING THE DWELLING OF DUPREY AT 0.15 MILE.
 PG1045
 PG1045                          STATION RECOVERY (1973)
 PG1045
 PG1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 PG1045'RECOVERED AS DESCRIBED.
 PG1045'
 PG1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG1045'2.0 MILES WEST OF MOOERS.
 PG1045
 PG1045                          STATION RECOVERY (1973)
 PG1045
 PG1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PG1045'1.5 MI NE FROM MOOERS FORKS.
 PG1045'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 PG1045'AT MOOERS FORKS, THENCE 0.35 MILE NORTH ALONG DUPREY ROAD, 22 FEET
 PG1045'EAST OF CENTER LINE OF THE ROAD, 3.5 FEET EAST OF A NORTH-SOUTH FENCE
 PG1045'LINE, 75 FEET WEST OF DUPREY NO 1, 102.5 FEET SOUTHEAST AND ACROSS THE
 PG1045'ROAD FROM DUPREY NO. 2, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 PG1045'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 PG1045'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1042 ***********************************************************************
 PG1042  DESIGNATION -  DUPREY AZ MK
 PG1042  PID         -  PG1042
 PG1042  STATE/COUNTY-  NY/CLINTON
 PG1042  USGS QUAD   -  MOOERS (1966)
 PG1042
 PG1042                         *CURRENT SURVEY CONTROL
 PG1042  ___________________________________________________________________
 PG1042* NAD 83(1986)-  44 57 58.     (N)    073 37 14.     (W)     SCALED    
 PG1042* NAVD 88     -       105.317  (meters)     345.53   (feet)  ADJUSTED  
 PG1042  ___________________________________________________________________
 PG1042  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 PG1042  DYNAMIC HT  -         105.314 (meters)     345.52  (feet)  COMP
 PG1042  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 PG1042
 PG1042  VERT ORDER  -  FIRST     CLASS I
 PG1042
 PG1042.The horizontal coordinates were scaled from a topographic map and have
 PG1042.an estimated accuracy of +/- 6 seconds.
 PG1042
 PG1042.The orthometric height was determined by differential leveling
 PG1042.and adjusted by the National Geodetic Survey in June 1991..
 PG1042
 PG1042.The geoid height was determined by GEOID03.
 PG1042
 PG1042.The dynamic height is computed by dividing the NAVD 88
 PG1042.geopotential number by the normal gravity value computed on the
 PG1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1042.degrees latitude (g = 980.6199 gals.).
 PG1042
 PG1042.The modeled gravity was interpolated from observed gravity values.
 PG1042
 PG1042;                    North         East    Units  Estimated Accuracy
 PG1042;SPC NY E     -   681,490.      219,380.      MT  (+/- 180 meters Scaled)
 PG1042
 PG1042                          SUPERSEDED SURVEY CONTROL
 PG1042
 PG1042  NGVD 29 (??/??/??)  105.415  (m)          345.85   (f) ADJUSTED    1 1
 PG1042
 PG1042.Superseded values are not recommended for survey control.
 PG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1042.See file dsdata.txt to determine how the superseded data were derived.
 PG1042
 PG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ087801(NAD 83)
 PG1042_MARKER: DZ = AZIMUTH MARK DISK
 PG1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1042_STAMPING: DUPREY 1961
 PG1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1042+STABILITY: SURFACE MOTION
 PG1042
 PG1042  HISTORY     - Date     Condition        Report By
 PG1042  HISTORY     - 1961     MONUMENTED       CGS
 PG1042  HISTORY     - 1973     GOOD             NGS
 PG1042
 PG1042                          STATION DESCRIPTION
 PG1042
 PG1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1042'1.35 MI NE FROM MOOERS FORKS.
 PG1042'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 PG1042'AT MOOERS FORKS, THENCE 0.05 MILE NORTH ALONG DUPREY ROAD, THENCE 0.15
 PG1042'MILE WEST ALONG MILLER ROAD, ON THE PROPERTY OF LEON DUPREY, 71 FEET
 PG1042'NORTH OF CENTER LINE OF MILLER ROAD, 22 FEET WEST OF THE NORTHEAST
 PG1042'CORNER OF A HOUSE TRAILER WITH A ROOM ADDED ON, 54.3 FEET SOUTH OF
 PG1042'POWER POLE WITH TRANSFORMER, 1.1 FEET EAST OF THE NORTH-SOUTH FENCE
 PG1042'LINE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 PG1042'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1046 ***********************************************************************
 PG1046  DESIGNATION -  DUPREY RM 1
 PG1046  PID         -  PG1046
 PG1046  STATE/COUNTY-  NY/CLINTON
 PG1046  USGS QUAD   -  MOOERS (1966)
 PG1046
 PG1046                         *CURRENT SURVEY CONTROL
 PG1046  ___________________________________________________________________
 PG1046* NAD 83(1986)-  44 58 11.     (N)    073 36 58.     (W)     SCALED    
 PG1046* NAVD 88     -       106.265  (meters)     348.64   (feet)  ADJUSTED  
 PG1046  ___________________________________________________________________
 PG1046  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PG1046  DYNAMIC HT  -         106.262 (meters)     348.63  (feet)  COMP
 PG1046  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 PG1046
 PG1046  VERT ORDER  -  FIRST     CLASS I
 PG1046
 PG1046.The horizontal coordinates were scaled from a topographic map and have
 PG1046.an estimated accuracy of +/- 6 seconds.
 PG1046
 PG1046.The orthometric height was determined by differential leveling
 PG1046.and adjusted by the National Geodetic Survey in June 1991..
 PG1046
 PG1046.The geoid height was determined by GEOID03.
 PG1046
 PG1046.The dynamic height is computed by dividing the NAVD 88
 PG1046.geopotential number by the normal gravity value computed on the
 PG1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1046.degrees latitude (g = 980.6199 gals.).
 PG1046
 PG1046.The modeled gravity was interpolated from observed gravity values.
 PG1046
 PG1046;                    North         East    Units  Estimated Accuracy
 PG1046;SPC NY E     -   681,890.      219,720.      MT  (+/- 180 meters Scaled)
 PG1046
 PG1046                          SUPERSEDED SURVEY CONTROL
 PG1046
 PG1046  NGVD 29 (??/??/92)  106.393  (m)          349.06   (f) ADJ UNCH    1 1
 PG1046
 PG1046.Superseded values are not recommended for survey control.
 PG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1046.See file dsdata.txt to determine how the superseded data were derived.
 PG1046
 PG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ091805(NAD 83)
 PG1046_MARKER: DR = REFERENCE MARK DISK
 PG1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1046_STAMPING: DUPREY NO 1 1961
 PG1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1046+STABILITY: SURFACE MOTION
 PG1046
 PG1046  HISTORY     - Date     Condition        Report By
 PG1046  HISTORY     - 1961     MONUMENTED       CGS
 PG1046  HISTORY     - 1973     GOOD             NGS
 PG1046
 PG1046                          STATION DESCRIPTION
 PG1046
 PG1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1046'1.5 MI NE FROM MOOERS FORKS.
 PG1046'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 PG1046'AT MOOERS FORKS, THENCE 0.35 MILE NORTH ALONG DUPREY ROAD, 96 FEET
 PG1046'EAST OF CENTER LINE OF THE ROAD, 73 FEET EAST OF A NORTH-SOUTH FENCE
 PG1046'LINE, 163.4 FEET SOUTHEAST OF DUPREY NO 2, 75 FEET EAST OF DUPREY 2,
 PG1046'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 PG1046'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1044 ***********************************************************************
 PG1044  DESIGNATION -  DUPREY RM 2
 PG1044  PID         -  PG1044
 PG1044  STATE/COUNTY-  NY/CLINTON
 PG1044  USGS QUAD   -  MOOERS (1966)
 PG1044
 PG1044                         *CURRENT SURVEY CONTROL
 PG1044  ___________________________________________________________________
 PG1044* NAD 83(1986)-  44 58 11.     (N)    073 36 58.     (W)     SCALED    
 PG1044* NAVD 88     -       107.000  (meters)     351.05   (feet)  ADJUSTED  
 PG1044  ___________________________________________________________________
 PG1044  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 PG1044  DYNAMIC HT  -         106.997 (meters)     351.04  (feet)  COMP
 PG1044  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 PG1044
 PG1044  VERT ORDER  -  FIRST     CLASS I
 PG1044
 PG1044.The horizontal coordinates were scaled from a topographic map and have
 PG1044.an estimated accuracy of +/- 6 seconds.
 PG1044
 PG1044.The orthometric height was determined by differential leveling
 PG1044.and adjusted by the National Geodetic Survey in June 1991..
 PG1044
 PG1044.The geoid height was determined by GEOID03.
 PG1044
 PG1044.The dynamic height is computed by dividing the NAVD 88
 PG1044.geopotential number by the normal gravity value computed on the
 PG1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1044.degrees latitude (g = 980.6199 gals.).
 PG1044
 PG1044.The modeled gravity was interpolated from observed gravity values.
 PG1044
 PG1044;                    North         East    Units  Estimated Accuracy
 PG1044;SPC NY E     -   681,890.      219,720.      MT  (+/- 180 meters Scaled)
 PG1044
 PG1044                          SUPERSEDED SURVEY CONTROL
 PG1044
 PG1044  NGVD 29 (??/??/92)  107.128  (m)          351.47   (f) ADJ UNCH    1 1
 PG1044
 PG1044.Superseded values are not recommended for survey control.
 PG1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1044.See file dsdata.txt to determine how the superseded data were derived.
 PG1044
 PG1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ091805(NAD 83)
 PG1044_MARKER: DR = REFERENCE MARK DISK
 PG1044_SETTING: 66 = SET IN ROCK OUTCROP
 PG1044_SP_SET: ROCK
 PG1044_STAMPING: DUPREY NO 2 1961
 PG1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1044+STABILITY: POSITION/ELEVATION WELL
 PG1044
 PG1044  HISTORY     - Date     Condition        Report By
 PG1044  HISTORY     - 1961     MONUMENTED       CGS
 PG1044  HISTORY     - 1973     GOOD             NGS
 PG1044
 PG1044                          STATION DESCRIPTION
 PG1044
 PG1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1044'1.5 MI NE FROM MOOERS FORKS.
 PG1044'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 PG1044'AT MOOERS FORKS, THENCE 0.35 MILE NORTH ALONG DUPREY ROAD, 59.8 FEET
 PG1044'WEST OF CENTER LINE OF THE ROAD, 29.7 FEET WEST OF POWER POLE NO. E 4,
 PG1044'163.4 FEET NORTHWEST AND ACROSS ROAD FROM DUPREY NO 1, 102.5 FEET
 PG1044'NORTHWEST AND ACROSS THE ROAD FROM DUPREY 2, SET IN A ROCK PROJECTING
 PG1044'1.1 FEET AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1988 ***********************************************************************
 PH1988  DESIGNATION -  DUPUIS IBC
 PH1988  PID         -  PH1988
 PH1988  STATE/COUNTY-  NY/ST LAWRENCE
 PH1988  USGS QUAD   -  RED MILLS (1963)
 PH1988
 PH1988                         *CURRENT SURVEY CONTROL
 PH1988  ___________________________________________________________________
 PH1988* NAD 83(1996)-  44 46 15.91048(N)    075 23 24.95917(W)     ADJUSTED  
 PH1988* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 PH1988  ___________________________________________________________________
 PH1988  LAPLACE CORR-           7.94  (seconds)                    DEFLEC99
 PH1988  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 PH1988
 PH1988  HORZ ORDER  -  THIRD
 PH1988
 PH1988.The horizontal coordinates were established by classical geodetic methods
 PH1988.and adjusted by the National Geodetic Survey in January 1999..
 PH1988
 PH1988.The orthometric height was scaled from a topographic map.
 PH1988
 PH1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH1988
 PH1988.The geoid height was determined by GEOID03.
 PH1988
 PH1988;                    North         East     Units Scale Factor Converg.
 PH1988;SPC NY E     -   659,823.255    79,533.387   MT  0.99996104   -0 37 37.3
 PH1988;SPC NY E     - 2,164,770.13    260,935.79   sFT  0.99996104   -0 37 37.3
 PH1988;UTM  18      - 4,957,595.566   469,118.802   MT  0.99961173   -0 16 29.5
 PH1988
 PH1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1988!SPC NY E     -   0.99999217  x   0.99996104  =   0.99995321
 PH1988!UTM  18      -   0.99999217  x   0.99961173  =   0.99960390
 PH1988
 PH1988:                Primary Azimuth Mark                     Grid Az
 PH1988:SPC NY E     -  ELEVATOR IBC                             038 43 57.8
 PH1988:UTM  18      -  ELEVATOR IBC                             038 22 50.0
 PH1988
 PH1988|---------------------------------------------------------------------|
 PH1988| PID    Reference Object                     Distance      Geod. Az  |
 PH1988|                                                           dddmmss.s |
 PH1988| PH1983 ELEVATOR IBC                        APPROX. 2.1 KM 0380620.5 |
 PH1988| PH1985 CHANNEL LIGHT 118 IBC               APPROX. 1.9 KM 0384614.6 |
 PH1988|---------------------------------------------------------------------|
 PH1988
 PH1988                          SUPERSEDED SURVEY CONTROL
 PH1988
 PH1988  NAD 83(1986)-  44 46 15.91664(N)    075 23 24.96203(W) AD(       ) 3
 PH1988  NAD 27      -  44 46 15.68400(N)    075 23 26.18500(W) AD(       ) 3
 PH1988
 PH1988.Superseded values are not recommended for survey control.
 PH1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1988.See file dsdata.txt to determine how the superseded data were derived.
 PH1988
 PH1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ6911957596(NAD 83)
 PH1988_MARKER: DD = SURVEY DISK
 PH1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1988+STABILITY: SURFACE MOTION
 PH1988
 PH1988  HISTORY     - Date     Condition        Report By
 PH1988  HISTORY     - 1959     MONUMENTED       IBC
 PH1988  HISTORY     - 1963     GOOD             IBC
 PH1988
 PH1988                          STATION DESCRIPTION
 PH1988
 PH1988'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1988'NEAR THE EASTERN END OF THE MAIN PORTION OF GALOP ISLAND, ABOUT 150
 PH1988'FEET WEST OF THE EDGE OF THE BANK DROPPING OFF TO A SMALL BAY.  THE
 PH1988'STATION IS ABOUT 20 FEET SOUTH OF THE CENTER LINE OF THE EAST - WEST
 PH1988'DYKE IN THE SMALL BY PRODUCED.  IT IS 166 FEET FROM A CLUSTER OF ELMS
 PH1988'WHICH BEAR 100 DEGREES MAGNETIC.
 PH1988'
 PH1988'STATION MARK--AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 PH1988'BRONZE - DISK STATION MARK SET FLUSH WITH THE SURFACE IN THE TOP OF A
 PH1988'CYLINDER OF CONCRETE 6 INCHES IN DIAMETER.  THE SUBSURFACE MARK
 PH1988'CONSISTS OF A SCREW SET IN A 6 - INCH CYLINDER OF CONCRETE TWO FEET
 PH1988'BELOW THE SURFACE OF THE GROUND.  THE STATION IS REFERENCED BY TWO
 PH1988'INTERNATIONAL BOUNDARY COMMISSION REFERENCE MARK TABLETS SET IN
 PH1988'CYLINDERS OF CONCRETE FLUSH WITH THE GROUND.  A THIRD REFERENCE IS A
 PH1988'3/4 - INCH DRILL HOLE IN A FLAT 4 - FOOT TRIANGULAR ROCK WITH AN
 PH1988'ARROW POINTING TO THE STATION.
 PH1988
 PH1988                          STATION RECOVERY (1963)
 PH1988
 PH1988'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1988'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1224 ***********************************************************************
 PG1224  DESIGNATION -  DUPUIS RESET
 PG1224  PID         -  PG1224
 PG1224  STATE/COUNTY-  NY/CLINTON
 PG1224  USGS QUAD   -  ELLENBURG CENTER (1964)
 PG1224
 PG1224                         *CURRENT SURVEY CONTROL
 PG1224  ___________________________________________________________________
 PG1224* NAD 83(1996)-  44 51 05.14164(N)    073 58 24.18676(W)     ADJUSTED  
 PG1224* NAVD 88     -       561.30   (+/-2cm)    1841.5    (feet)  VERTCON   
 PG1224  ___________________________________________________________________
 PG1224  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 PG1224  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 PG1224
 PG1224  HORZ ORDER  -  SECOND
 PG1224  VERT ORDER  -  THIRD (See Below)
 PG1224
 PG1224.The horizontal coordinates were established by classical geodetic methods
 PG1224.and adjusted by the National Geodetic Survey in January 1999..
 PG1224
 PG1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG1224.The vertical order pertains to the NGVD 29 superseded value.
 PG1224
 PG1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG1224
 PG1224.The geoid height was determined by GEOID03.
 PG1224
 PG1224;                    North         East     Units Scale Factor Converg.
 PG1224;SPC NY E     -   668,499.950   191,624.917   MT  0.99992130   +0 22 17.1
 PG1224;SPC NY E     - 2,193,236.92    628,689.42   sFT  0.99992130   +0 22 17.1
 PG1224;UTM  18      - 4,966,958.768   581,121.812   MT  0.99968092   +0 43 26.7
 PG1224
 PG1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG1224!SPC NY E     -   0.99991647  x   0.99992130  =   0.99983778
 PG1224!UTM  18      -   0.99991647  x   0.99968092  =   0.99959742
 PG1224
 PG1224|---------------------------------------------------------------------|
 PG1224| PID    Reference Object                     Distance      Geod. Az  |
 PG1224|                                                           dddmmss.s |
 PG1224| PG1215 DUPUIS RM 1                          18.270 METERS 02045     |
 PG1224| PG1217 DUPUIS RM 3                          13.387 METERS 05015     |
 PG1224| DA4998 17 SKS                                             0773858.3 |
 PG1224| PG1216 DUPUIS RM 2                          18.140 METERS 12518     |
 PG1224| PG2139 LYON MOUNTAIN LOOKOUT TOWER         APPROX.18.5 KM 1514237.4 |
 PG1224| PG2151 ELLENBURG CEN BORDER PATR MAST       81.136 METERS 34950     |
 PG1224|---------------------------------------------------------------------|
 PG1224
 PG1224                          SUPERSEDED SURVEY CONTROL
 PG1224
 PG1224  NAD 83(1996)-  44 51 05.14512(N)    073 58 24.18166(W) AD(       ) 2
 PG1224  NAD 83(1992)-  44 51 05.14526(N)    073 58 24.18205(W) AD(       ) 2
 PG1224  NAD 83(1986)-  44 51 05.14921(N)    073 58 24.18828(W) AD(       ) 2
 PG1224  NGVD 29 (??/??/??)  561.36   (m)         1841.7    (f) RESET       3  
 PG1224
 PG1224.Superseded values are not recommended for survey control.
 PG1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1224.See file dsdata.txt to determine how the superseded data were derived.
 PG1224
 PG1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8112266959(NAD 83)
 PG1224_MARKER: DS = TRIANGULATION STATION DISK
 PG1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1224_STAMPING: DUPUIS 1961 RESET 1971
 PG1224_PROJECTION: PROJECTING 5 CENTIMETERS
 PG1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1224+STABILITY: SURFACE MOTION
 PG1224
 PG1224  HISTORY     - Date     Condition        Report By
 PG1224  HISTORY     - 1971     MONUMENTED       NGS
 PG1224  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PG1224  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PG1224
 PG1224                          STATION DESCRIPTION
 PG1224
 PG1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PG1224'7 MI SE FROM CHATEAUGAY.
 PG1224'FROM JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 374 IN CHATEAUGAY,
 PG1224'GO SOUTH ON HIGHWAY 374 FOR 6.9 MILES.  TURN LEFT ON STATE HIGHWAY 190
 PG1224'AND GO EAST 3.0 MILES.  ALONG SOUTH EDGE OF HIGHWAY RIGHT-OF-WAY,
 PG1224'ABOUT 7 FEET LOWER THAN HIGHWAY, 49.5 FEET SOUTH OF CENTER LINE OF
 PG1224'HIGHWAY, 35 FEET SOUTHWEST OF SOUTH END OF A 3-FOOT, IRON-PIPE
 PG1224'CULVERT, 10 FEET WEST OF NORTH END OF OLD STONE FENCE AND BRUSH-ROW,
 PG1224'226.2 FEET SOUTHSOUTHEAST OF THE ELLENBURG BORDER PATROL RADIO MAST, 3
 PG1224'FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 PG1224'10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 1 INCH FROM GROUND.
 PG1224
 PG1224                          STATION RECOVERY (1971)
 PG1224
 PG1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PG1224'STATION MARK WAS RECOVERED, BUT APPEARED TILTED.  RM NO. 2 WAS
 PG1224'RECOVERED IN GOOD CONDITION.  RM NO. 1 AND THE AZIMUTH MARK HAVE
 PG1224'BEEN DESTROYED.
 PG1224'
 PG1224'STATION MONUMENT WAS REMOVED AND THE UNDERGROUND MARK WAS
 PG1224'RECOVERED.  THE SURFACE MARK WAS FOUND TO HAVE BEEN OUT OF PLUMB
 PG1224'0.23 FOOT TO EASTWARD.  A NEW SURFACE STATION MARK AND A NEW
 PG1224'REFERENCE MARK WERE ESTABLISHED.  A DISCREPANCY OF 0.027 METER WAS
 PG1224'NOTED IN THE DISTANCE TO RM 2 AND IT IS BELIEVED THAT THE 1961
 PG1224'DISTANCE WAS SLOPE DISTANCE.  THE ANGLE BETWEEN THE BORDER
 PG1224'PATROL RADIO MAST AND RM 2 CHECKED VERY CLOSELY.  A COMPLETE
 PG1224'DESCRIPTION FOLLOWS--
 PG1224'
 PG1224'STATION IS LOCATED ALONG SOUTH EDGE OF RIGHT-OF-WAY OF STATE
 PG1224'HIGHWAY 190, AT THE BASE OF THE FILL, ABOUT 7 FEET LOWER THAN THE
 PG1224'HIGHWAY, DIRECTLY ACROSS HIGHWAY FROM THE WEST 1 OF 2 RADIO MASTS.
 PG1224'
 PG1224'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 PG1224'HIGHWAY 374 IN CHATEAUGAY, GO SOUTH ON STATE HIGHWAY 374 FOR 6.9
 PG1224'MILES.  TURN LEFT ON STATE HIGHWAY 190 AND GO EAST 3.0 MILES TO
 PG1224'STATION ON RIGHT.
 PG1224'
 PG1224'STATION MARK IS A STANDARD DISK STAMPED DUPUIS 1961 RESET 1971,
 PG1224'SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 PG1224'1 INCH FROM GROUND.  IT IS 49.5 FEET SOUTH OF CENTER LINE OF
 PG1224'HIGHWAY, 35 FEET SOUTHWEST OF SOUTH END OF A 3-FOOT, IRON-PIPE
 PG1224'CULVERT, 10 FEET WEST OF NORTH END OF OLD STONE FENCE AND BRUSH
 PG1224'ROW, AND 3 FEET EAST OF A WITNESS POST.
 PG1224'
 PG1224'UNDERGROUND MARK IS A STANDARD DISK STAMPED DUPUIS 1961, SET IN
 PG1224'CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 PG1224'
 PG1224'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DUPUIS NO 2
 PG1224'1961, CEMENTED IN A DRILL HOLE IN A LARGE, FLAT BOULDER PROJECTING
 PG1224'6 INCHES FROM GROUND.  LOCATED IN A PASTURE, 36 FEET EAST OF THE
 PG1224'BRUSH ROW, 61 FEET SOUTH OF THE END OF THE CULVERT, 94.5 FEET
 PG1224'SOUTH OF CENTER LINE OF HIGHWAY, AND ABOUT 1-1/2 FEET LOWER THAN
 PG1224'STATION MARK.
 PG1224'
 PG1224'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED DUPUIS 1961
 PG1224'NO 3 1971, CEMENTED IN A DRILL HOLE IN A 14-INCH-SQUARE ROCK
 PG1224'FLUSH WITH GROUND, ON SLOPE OF HIGHWAY FILL, 30.5 FEET SOUTH OF
 PG1224'CENTER LINE OF HIGHWAY, 9.5 FEET EAST-NORTHEAST OF SOUTH END OF
 PG1224'THE CULVERT, 2 FEET LOWER THAN HIGHWAY, AND ABOUT 3-1/2 FEET
 PG1224'HIGHER THAN STATION MARK.
 PG1224'
 PG1224'RM 3 TO RM 2 = 19.574 METERS (64.220 FEET).
 PG1224'
 PG1224'PELTON AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 PG1224'PELTON 1961, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 PG1224'THE CONCRETE FOUNDATION OF A SMALL BUILDING AT SOUTH SIDE OF THE
 PG1224'BORDER PATROL RADIO MAST.
 PG1224'
 PG1224'BORDER PATROL RADIO MAST IS THE WEST 1 OF 2 RADIO MASTS SETTING
 PG1224'ABOUT 75 YARDS APART.  IT IS A TALL, SLENDER, 3-LEGGED,
 PG1224'SKELETON-STEEL STRUCTURE, PAINTED ALTERNATE RED AND WHITE, AND WITH
 PG1224'A RED LIGHT ON TOP.  THERE ARE 2 DISH-SHAPED ANTENNAE MOUNTED ON
 PG1224'WEST SIDE OF TOP.
 PG1224'
 PG1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG1224'7 MILES SE OF CHATEAUGAY.
 PG1224
 PG1224                          STATION RECOVERY (1974)
 PG1224
 PG1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RFH)
 PG1224'STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED AS
 PG1224'DESCRIBED IN 1971.  RM 1 AND THE AZIMUTH MARK WERE PREVIOUSLY
 PG1224'DESTROYED BY ROAD IMPROVEMENT.  VIEW FROM STATION IS OPEN IN MOST
 PG1224'AREAS EXCEPT NORTHERLY.  DISTANCE AND ANGLES TO THE RMS WERE NOT
 PG1224'CHECKED.
 PG1224'
 PG1224'STATION IS LOCATED ALONG SOUTH EDGE OF RIGHT-OF-WAY OF NY
 PG1224'RTE. 190, AT THE BASE OF A HIGHWAY FILL, DIRECTLY ACROSS HIGHWAY
 PG1224'FROM THE WEST 1 OF 2 RADIO MASTS, AND ALSO THE AZIMUTH MARK FOR
 PG1224'PELTON 1961.  STATION MARK IS A STANDARD DISK STAMPED DUPUIS 1961
 PG1224'RESET 1971, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 PG1224'PROJECTING 2 INCHES FROM GROUND.  IT IS 49.5 FEET SOUTH OF
 PG1224'CENTER LINE OF HIGHWAY, 35 FEET SOUTHWEST OF SOUTH END OF A
 PG1224'3-FOOT, IRON-PIPE CULVERT, 145 FEET SOUTHEAST OF HIGHWAY
 PG1224'MILE MARKER 190-7102-1017, 183 FEET SOUTHWEST OF POWER POLE
 PG1224'L1162 E 156, AND 10 FEET WEST OF NORTH END OF OLD STONE FENCE,
 PG1224'AND 3 FEET EAST OF A METAL WITNESS POST.
 PG1224'
 PG1224'RM NO. 2 IS A STANDARD DISK STAMPED DUPUIS NO 2 1961, CEMENTED IN
 PG1224'A DRILL HOLE IN A LARGE FLAT BOULDER PROJECTING 6 INCHES FROM
 PG1224'GROUND.  LOCATED IN A PASTURE, 35 FEET EAST OF THE BRUSHROW, 94.5
 PG1224'FEET SOUTH OF CENTER LINE OF THE HIGHWAY, 61 FEET SOUTH OF THE
 PG1224'CULVERT, AND ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 PG1224'
 PG1224'RM NO. 3 IS A STANDARD DISK STAMPED DUPUIS 1961 NO 3 1971,
 PG1224'CEMENTED IN A DRILL HOLE IN A 14-INCH-SQUARE ROCK PROJECTING 2
 PG1224'INCHES FROM GROUND.  IT SETS ON SLOPE OF THE HIGHWAY FILL, 30.5
 PG1224'FEET SOUTH OF CENTER LINE OF HIGHWAY, 9.5 FEET EAST-NORTHEAST OF
 PG1224'SOUTH END OF CULVERT, 2 FEET LOWER THAN HIGHWAY, AND ABOUT 3-1/2
 PG1224'FEET HIGHER THAN STATION.
 PG1224'
 PG1224'PELTON AZIMUTH MARK IS A STANDARD DISK STAMPED PELTON 1961,
 PG1224'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 PG1224'FOUNDATION AT SOUTH SIDE OF THE BORDER PATROL RADIO MAST.
 PG1224'
 PG1224'TO REACH STATION FROM MAIN INTERSECTION IN CHATEAUGAY, GO SOUTH
 PG1224'ON NY RTE. 374 FOR 6.9 MILES.  TURN LEFT ON NY RTE. 190 AND GO EAST
 PG1224'3.0 MILES TO STATION ON RIGHT, AT BASE OF A HIGHWAY FILL 7 FEET
 PG1224'LOWER THAN HIGHWAY SURFACE.
 PG1224'
 PG1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG1224'7 MILES SE OF CHATEAUGAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1216 ***********************************************************************
 PG1216  DESIGNATION -  DUPUIS RM 2
 PG1216  PID         -  PG1216
 PG1216  STATE/COUNTY-  NY/CLINTON
 PG1216  USGS QUAD   -  ELLENBURG CENTER (1964)
 PG1216
 PG1216                         *CURRENT SURVEY CONTROL
 PG1216  ___________________________________________________________________
 PG1216* NAD 83(1986)-  44 51 05.     (N)    073 58 24.     (W)     SCALED    
 PG1216* NAVD 88     -       561.296  (meters)    1841.52   (feet)  ADJUSTED  
 PG1216  ___________________________________________________________________
 PG1216  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 PG1216  DYNAMIC HT  -         561.248 (meters)    1841.36  (feet)  COMP
 PG1216  MODELED GRAV-     980,512.6   (mgal)                       NAVD 88
 PG1216
 PG1216  VERT ORDER  -  SECOND    CLASS 0
 PG1216
 PG1216.The horizontal coordinates were scaled from a topographic map and have
 PG1216.an estimated accuracy of +/- 6 seconds.
 PG1216
 PG1216.The orthometric height was determined by differential leveling
 PG1216.and adjusted by the National Geodetic Survey in June 1991..
 PG1216
 PG1216.The geoid height was determined by GEOID03.
 PG1216
 PG1216.The dynamic height is computed by dividing the NAVD 88
 PG1216.geopotential number by the normal gravity value computed on the
 PG1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1216.degrees latitude (g = 980.6199 gals.).
 PG1216
 PG1216.The modeled gravity was interpolated from observed gravity values.
 PG1216
 PG1216;                    North         East    Units  Estimated Accuracy
 PG1216;SPC NY E     -   668,500.      191,630.      MT  (+/- 180 meters Scaled)
 PG1216
 PG1216                          SUPERSEDED SURVEY CONTROL
 PG1216
 PG1216  NGVD 29 (??/??/??)  561.360  (m)         1841.73   (f) ADJUSTED    2 0
 PG1216
 PG1216.Superseded values are not recommended for survey control.
 PG1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1216.See file dsdata.txt to determine how the superseded data were derived.
 PG1216
 PG1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ811669(NAD 83)
 PG1216_MARKER: DR = REFERENCE MARK DISK
 PG1216_SETTING: 80 = SET IN A BOULDER
 PG1216_SP_SET: BOULDER
 PG1216_STAMPING: DUPUIS NO 2 1961
 PG1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1216+STABILITY: SURFACE MOTION
 PG1216
 PG1216  HISTORY     - Date     Condition        Report By
 PG1216  HISTORY     - 1961     MONUMENTED       CGS
 PG1216  HISTORY     - 1971     GOOD             NGS
 PG1216
 PG1216                          STATION DESCRIPTION
 PG1216
 PG1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PG1216'4.35 MI NW FROM ELLENBURG CENTER.
 PG1216'FROM MAIN INTERSECTION IN ELLENBURG CENTER GO NORTHWEST ON STATE
 PG1216'HIGHWAY 190 FOR 4.35 MILES.  94.5 FEET SOUTH OF CENTER LINE OF
 PG1216'HIGHWAY, 61 FEET SOUTH OF SOUTH END OF A CORRUGATED IRON CULVERT, 36
 PG1216'FEET EAST OF BRUSH-ROW, 59.5 FEET SOUTHEAST OF TRIANGULATION STATION
 PG1216'DUPUIS 1961, IN A PASTURE, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 PG1216'LARGE FLAT BOULDER PROJECTING 6 INCHES FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1217 ***********************************************************************
 PG1217  DESIGNATION -  DUPUIS RM 3
 PG1217  PID         -  PG1217
 PG1217  STATE/COUNTY-  NY/CLINTON
 PG1217  USGS QUAD   -  ELLENBURG CENTER (1964)
 PG1217
 PG1217                         *CURRENT SURVEY CONTROL
 PG1217  ___________________________________________________________________
 PG1217* NAD 83(1986)-  44 51 05.     (N)    073 58 24.     (W)     SCALED    
 PG1217* NAVD 88     -       562.94   (meters)    1846.9    (feet)  RESET     
 PG1217  ___________________________________________________________________
 PG1217  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 PG1217
 PG1217  VERT ORDER  -  THIRD
 PG1217
 PG1217.The horizontal coordinates were scaled from a topographic map and have
 PG1217.an estimated accuracy of +/- 6 seconds.
 PG1217
 PG1217.The orthometric height was computed from unverified reset data.
 PG1217
 PG1217.The geoid height was determined by GEOID03.
 PG1217
 PG1217;                    North         East    Units  Estimated Accuracy
 PG1217;SPC NY E     -   668,500.      191,630.      MT  (+/- 180 meters Scaled)
 PG1217
 PG1217                          SUPERSEDED SURVEY CONTROL
 PG1217
 PG1217.No superseded survey control is available for this station.
 PG1217
 PG1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ811669(NAD 83)
 PG1217_MARKER: DR = REFERENCE MARK DISK
 PG1217_SETTING: 66 = SET IN ROCK OUTCROP
 PG1217_SP_SET: SQUARE ROCK
 PG1217_STAMPING: DUPUIS 1961 NO 3 1971
 PG1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1217+STABILITY: POSITION/ELEVATION WELL
 PG1217
 PG1217  HISTORY     - Date     Condition        Report By
 PG1217  HISTORY     - 1971     MONUMENTED       NGS
 PG1217
 PG1217                          STATION DESCRIPTION
 PG1217
 PG1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PG1217'7 MI SE FROM CHATEAUGAY.
 PG1217'FROM JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 374 IN CHATEAUGAY,
 PG1217'GO SOUTH ON STATE HIGHWAY 374 FOR 6.9 MILES.  TURN LEFT ON STATE
 PG1217'HIGHWAY 190 AND GO EAST 3.0 MILES.  30.5 FEET SOUTH OF CENTER LINE OF
 PG1217'HIGHWAY, 9.5 FEET EAST-NORTHEAST OF SOUTH END OF CORRUGATED IRON PIPE
 PG1217'CULVERT, 222 FEET SOUTH-SOUTHEAST OF THE ELLENBURG BORDER PATROL RADIO
 PG1217'MAST, 43.9 FEET NORTHEAST OF TRIANGULATION STATION DUPUIS 1961, AND
 PG1217'CEMENTED IN A DRILL HOLE IN A 14-INCH-SQUARE ROCK FLUSH WITH GROUND,
 PG1217'ON SLOPE OF HIGHWAY FILL, ABOUT 2 FEET LOWER THAN HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV4653 ***********************************************************************
 KV4653  DESIGNATION -  DUPUY
 KV4653  PID         -  KV4653
 KV4653  STATE/COUNTY-  NY/RICHMOND
 KV4653  USGS QUAD   -  ARTHUR KILL (1981)
 KV4653
 KV4653                         *CURRENT SURVEY CONTROL
 KV4653  ___________________________________________________________________
 KV4653* NAD 83(1996)-  40 35 11.75915(N)    074 10 08.01082(W)     ADJUSTED  
 KV4653* NAVD 88     -                                                        
 KV4653  ___________________________________________________________________
 KV4653  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 KV4653  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4653
 KV4653  HORZ ORDER  -  THIRD
 KV4653
 KV4653.The horizontal coordinates were established by classical geodetic methods
 KV4653.and adjusted by the National Geodetic Survey in January 1999..
 KV4653
 KV4653
 KV4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4653
 KV4653.The geoid height was determined by GEOID03.
 KV4653
 KV4653;                    North         East     Units Scale Factor Converg.
 KV4653;SPC NY L     -    46,645.392   285,701.769   MT  1.00000542   -0 06 37.7
 KV4653;SPC NY L     -   153,035.76    937,339.89   sFT  1.00000542   -0 06 37.7
 KV4653;SPC NJ       -   194,696.784   178,028.391   MT  0.99990967   +0 12 55.5
 KV4653;SPC NJ       -   638,767.70    584,081.48   sFT  0.99990967   +0 12 55.5
 KV4653;UTM  18      - 4,493,199.251   570,332.742   MT  0.99966089   +0 32 26.7
 KV4653
 KV4653                          SUPERSEDED SURVEY CONTROL
 KV4653
 KV4653  NAD 83(1986)-  40 35 11.75924(N)    074 10 08.00896(W) AD(       ) 4
 KV4653  NAD 27      -  40 35 11.38700(N)    074 10 09.49500(W) AD(       ) 3
 KV4653
 KV4653.Superseded values are not recommended for survey control.
 KV4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4653.See file dsdata.txt to determine how the superseded data were derived.
 KV4653
 KV4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7033393199(NAD 83)
 KV4653_MARKER: 86 = CUPOLA
 KV4653
 KV4653  HISTORY     - Date     Condition        Report By
 KV4653  HISTORY     - 1903     FIRST OBSERVED   CGS
 KV4653  HISTORY     - 1931     GOOD             CGS
 KV4653  HISTORY     - 1932     GOOD             CGS
 KV4653  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV4653
 KV4653                          STATION DESCRIPTION
 KV4653
 KV4653'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4653'THIS STATION IS A TEMPORARY POLE ERECTED ON THE CUPOLA OF
 KV4653'MR. DUPUYS RESIDENCE SITUATED ON THE OLD STONE ROAD, IN
 KV4653'NEW SPRINGFIELD.
 KV4653'
 KV4653'THE BUILDING IS OF WOOD, PAINTED WHITE, WITH DARK BROWN
 KV4653'TRIM.  THE CUPOLA IS SQUARE IN PLAN WITH SLIGHTLY SLOPING FLAT
 KV4653'TIN ROOF.
 KV4653'
 KV4653'REACHED BY SHORE LINE CAR FROM ST. GEORGE TO PORT RICHMOND,
 KV4653'THENCE BY BULLS HEAD CAR TO BULLS HEAD, THENCE BY HACK TO STATION.
 KV4653
 KV4653                          STATION RECOVERY (1931)
 KV4653
 KV4653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4653'RECOVERED IN FAIR CONDITION, AS ORIGINALLY DESCRIBED.  FOR
 KV4653'COMPLETE DATA ANENT TWO UNDERGROUND REFERENCE MONUMENTS PLACED
 KV4653'BY THE BOROUGH SEE THE SKETCH FOR THIS STATION (BOOK 208-PAGE 79)
 KV4653'IN THE OFFICE OF THE RICHMOND BOROUGH ENGINEER.
 KV4653'
 KV4653'A COMPLETE DESCRIPTION FOLLOWS--THE CUPOLA, IN W CENTRAL
 KV4653'STATEN ISLAND, ON THE W SIDE OF RICHMOND AVENUE, APPROXIMATELY
 KV4653'1 MILE N OF ARTHUR KILL ROAD -- ON THE HOUSE OCCUPIED BY THE
 KV4653'DEPUY FAMILY.  THIS HOUSE (A 2-STORY, SQUARE, CLAPBOARD
 KV4653'STRUCTURE WITH MANSARD-ROOF) IS THE LARGEST IN THE VICINITY.  THE
 KV4653'SQUARE, FLAT-PYRAMIDAL-ROOFED, WOODEN CUPOLA RISES CENTRALLY
 KV4653'FROM THE ROOF OF THE HOUSE.
 KV4653'
 KV4653'THE STATION IS THE CUPOLAS PINNACLE-APEX, APPROXIMATELY 50
 KV4653'FEET ABOVE GROUND.
 KV4653
 KV4653                          STATION RECOVERY (1932)
 KV4653
 KV4653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4653'TO THE 1931 RECOVERY NOTE DESCRIPTION SHOULD BE ADDED THE
 KV4653'FOLLOWING--THE TWO BOROUGH REFERENCE MONUMENTS WERE SEARCHED
 KV4653'FOR BUT NOT FOUND.
 KV4653
 KV4653                          STATION RECOVERY (1985)
 KV4653
 KV4653'RECOVERY NOTE BY US POWER SQUADRON 1985 (HGG)
 KV4653'STATION FOUND LOST.
 KV4653'
 KV4653'HOUSE HAS BEEN TORN DOWN A NUMBER OF YEARS AGO.
 KV4653'
 KV4653'BOROUGH MARKS ARE NOT TO BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2142 ***********************************************************************
 MZ2142  DESIGNATION -  DURDEN
 MZ2142  PID         -  MZ2142
 MZ2142  STATE/COUNTY-  NY/ULSTER
 MZ2142  USGS QUAD   -  SAUGERTIES (1978)
 MZ2142
 MZ2142                         *CURRENT SURVEY CONTROL
 MZ2142  ___________________________________________________________________
 MZ2142* NAD 83(1996)-  42 06 54.36438(N)    073 55 27.15464(W)     ADJUSTED  
 MZ2142* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 MZ2142  ___________________________________________________________________
 MZ2142  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 MZ2142  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ2142
 MZ2142  HORZ ORDER  -  THIRD
 MZ2142
 MZ2142.The horizontal coordinates were established by classical geodetic methods
 MZ2142.and adjusted by the National Geodetic Survey in January 1999..
 MZ2142
 MZ2142.The orthometric height was scaled from a topographic map.
 MZ2142
 MZ2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2142
 MZ2142.The geoid height was determined by GEOID03.
 MZ2142
 MZ2142;                    North         East     Units Scale Factor Converg.
 MZ2142;SPC NY E     -   364,544.014   197,613.926   MT  0.99992789   +0 23 10.1
 MZ2142;SPC NY E     - 1,196,008.15    648,338.36   sFT  0.99992789   +0 23 10.1
 MZ2142;UTM  18      - 4,663,115.859   588,934.197   MT  0.99969732   +0 43 17.4
 MZ2142
 MZ2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2142!SPC NY E     -   1.00000483  x   0.99992789  =   0.99993272
 MZ2142!UTM  18      -   1.00000483  x   0.99969732  =   0.99970214
 MZ2142
 MZ2142:                Primary Azimuth Mark                     Grid Az
 MZ2142:SPC NY E     -  WEST                                     019 10 05.4
 MZ2142:UTM  18      -  WEST                                     018 49 58.1
 MZ2142
 MZ2142|---------------------------------------------------------------------|
 MZ2142| PID    Reference Object                     Distance      Geod. Az  |
 MZ2142|                                                           dddmmss.s |
 MZ2142| MZ2129 WEST                                APPROX. 1.1 KM 0193315.5 |
 MZ2142| DA2518 DURDEN RM 2                          21.467 METERS 23547     |
 MZ2142| DA2517 DURDEN RM 1                          11.752 METERS 33957     |
 MZ2142|---------------------------------------------------------------------|
 MZ2142
 MZ2142                          SUPERSEDED SURVEY CONTROL
 MZ2142
 MZ2142  NAD 83(1986)-  42 06 54.35884(N)    073 55 27.15972(W) AD(       ) 3
 MZ2142  NAD 27      -  42 06 54.03600(N)    073 55 28.67700(W) AD(       ) 3
 MZ2142
 MZ2142.Superseded values are not recommended for survey control.
 MZ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2142.See file dsdata.txt to determine how the superseded data were derived.
 MZ2142
 MZ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM8893463116(NAD 83)
 MZ2142_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2142
 MZ2142  HISTORY     - Date     Condition        Report By
 MZ2142  HISTORY     - 1934     MONUMENTED       CGS
 MZ2142  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MZ2142  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MZ2142  HISTORY     - 1974     SEE DESCRIPTION  KONSKI
 MZ2142
 MZ2142                          STATION DESCRIPTION
 MZ2142
 MZ2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 MZ2142'ON W SHORE HUDSON RIVER, 1/2 MILE N OF EVES POINT.  STATION IS
 MZ2142'ON SMALL POINT, ABOUT 12 FEET ABOVE HIGH WATER LINE AND NEAR AN
 MZ2142'OLD ENGINE AND BOILER OF AN ABANDONED MILL.  THE GENERAL SHORE
 MZ2142'LINE IS A ROCK BLUFF ALMOST VERTICAL EXCEPT THIS SMALL POINT.
 MZ2142'
 MZ2142'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 MZ2142'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  REFERENCE
 MZ2142'MARK NO.2 IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 MZ2142'DESCRIBED IN NOTE 12C.
 MZ2142'
 MZ2142'REFERENCE MARK NO.2 IS 70 FEET SW OF STATION IN A LARGE
 MZ2142'BOULDER.  REFERENCE MARK NO.1 IS 38 FEET NW OF STATION ON CREST
 MZ2142'OF RIDGE DOWN TO POINT.
 MZ2142
 MZ2142                          STATION RECOVERY (1935)
 MZ2142
 MZ2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 MZ2142'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH SUPPLEMENT TO
 MZ2142'MEASUREMENTS, AS PER SKETCH.
 MZ2142
 MZ2142                          STATION RECOVERY (1971)
 MZ2142
 MZ2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MZ2142'STATION MARK AND RM NO. 2 HAVE BEEN DESTROYED BY EROSION OF THE
 MZ2142'RIVER BANK.  RM NO. 1 WAS FOUND, BUT THE MONUMENT HAS BEEN
 MZ2142'BROKEN OFF.
 MZ2142'
 MZ2142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MZ2142'1-1/2 MILES SOUTH OF CEMENTON.
 MZ2142
 MZ2142                          STATION RECOVERY (1974)
 MZ2142
 MZ2142'RECOVERY NOTE BY KONSKI ENGINEERS 1974 (SRD)
 MZ2142'STA AND RMS NOT FOUND AND BELIEVED DESTROYED.  SHORELINE BADLY
 MZ2142'ERODED.  DISC FOR RM 1 FOUND LAYING ON GROUND.  NO TRACE OF
 MZ2142'DRILL HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0315 ***********************************************************************
 NA0315  DESIGNATION -  DURHAM
 NA0315  PID         -  NA0315
 NA0315  STATE/COUNTY-  NY/GREENE
 NA0315  USGS QUAD   -  DURHAM (1945)
 NA0315
 NA0315                         *CURRENT SURVEY CONTROL
 NA0315  ___________________________________________________________________
 NA0315* NAD 83(1986)-  42 23 58.     (N)    074 10 26.     (W)     SCALED    
 NA0315* NAVD 88     -       248.162  (meters)     814.18   (feet)  ADJUSTED  
 NA0315  ___________________________________________________________________
 NA0315  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 NA0315  DYNAMIC HT  -         248.082 (meters)     813.92  (feet)  COMP
 NA0315  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NA0315
 NA0315  VERT ORDER  -  SECOND    CLASS 0
 NA0315
 NA0315.The horizontal coordinates were scaled from a topographic map and have
 NA0315.an estimated accuracy of +/- 6 seconds.
 NA0315
 NA0315.The orthometric height was determined by differential leveling
 NA0315.and adjusted by the National Geodetic Survey in June 1991..
 NA0315
 NA0315.The geoid height was determined by GEOID03.
 NA0315
 NA0315.The dynamic height is computed by dividing the NAVD 88
 NA0315.geopotential number by the normal gravity value computed on the
 NA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0315.degrees latitude (g = 980.6199 gals.).
 NA0315
 NA0315.The modeled gravity was interpolated from observed gravity values.
 NA0315
 NA0315;                    North         East    Units  Estimated Accuracy
 NA0315;SPC NY E     -   396,020.      176,850.      MT  (+/- 180 meters Scaled)
 NA0315
 NA0315                          SUPERSEDED SURVEY CONTROL
 NA0315
 NA0315  NGVD 29 (??/??/92)  248.354  (m)          814.81   (f) ADJ UNCH    2 0
 NA0315
 NA0315.Superseded values are not recommended for survey control.
 NA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0315.See file dsdata.txt to determine how the superseded data were derived.
 NA0315
 NA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM679944(NAD 83)
 NA0315_MARKER: DB = BENCH MARK DISK
 NA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0315_SP_SET: STONE
 NA0315_STAMPING: DURHAM 1942
 NA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0315+STABILITY: SURFACE MOTION
 NA0315
 NA0315  HISTORY     - Date     Condition        Report By
 NA0315  HISTORY     - 1942     MONUMENTED       CGS
 NA0315
 NA0315                          STATION DESCRIPTION
 NA0315
 NA0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0315'AT DURHAM.
 NA0315'AT DURHAM, A STANDARD DISK SET VERTICALLY, 25.5 FEET WEST OF THE
 NA0315'SOUTHEAST CORNER OF THE FIRST PRESBYTERIAN CHURCH, IN THE SOUTH FACE
 NA0315'OF THE STONE FOUNDATION, ABOUT 1.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1952 ***********************************************************************
 OE1952  DESIGNATION -  DURHAM
 OE1952  PID         -  OE1952
 OE1952  STATE/COUNTY-  NY/ONEIDA
 OE1952  USGS QUAD   -  ONEIDA (1993)
 OE1952
 OE1952                         *CURRENT SURVEY CONTROL
 OE1952  ___________________________________________________________________
 OE1952* NAD 83(1996)-  43 07 08.68553(N)    075 40 06.92720(W)     ADJUSTED  
 OE1952* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 OE1952  ___________________________________________________________________
 OE1952  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OE1952  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE1952
 OE1952  HORZ ORDER  -  SECOND
 OE1952
 OE1952.The horizontal coordinates were established by classical geodetic methods
 OE1952.and adjusted by the National Geodetic Survey in January 1999..
 OE1952
 OE1952.The orthometric height was scaled from a topographic map.
 OE1952
 OE1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1952
 OE1952.The geoid height was determined by GEOID03.
 OE1952
 OE1952;                    North         East     Units Scale Factor Converg.
 OE1952;SPC NY C     -   346,804.372   324,440.343   MT  1.00000564   +0 37 31.0
 OE1952;SPC NY C     - 1,137,807.34  1,064,434.69   sFT  1.00000564   +0 37 31.0
 OE1952;UTM  18      - 4,774,255.405   445,609.531   MT  0.99963639   -0 27 25.2
 OE1952
 OE1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE1952!SPC NY C     -   0.99998480  x   1.00000564  =   0.99999044
 OE1952!UTM  18      -   0.99998480  x   0.99963639  =   0.99962119
 OE1952
 OE1952|---------------------------------------------------------------------|
 OE1952| PID    Reference Object                     Distance      Geod. Az  |
 OE1952|                                                           dddmmss.s |
 OE1952| OE1951 DURHAMVILLE ST FRANCIS CH 1942       27.832 METERS 00959     |
 OE1952| CZ8213 DURHAM RM 1                          27.365 METERS 09453     |
 OE1952| OE1960 STAKE 1 DURHAM 1942                  20.950 METERS 11555     |
 OE1952| CZ8214 DURHAM RM 2                          29.270 METERS 20401     |
 OE1952| OE1955 WAMPSVILLE WATER TANK               APPROX. 5.3 KM 2150948.5 |
 OE1952| CZ8212 DURHAM AZ MK                                       3581504.9 |
 OE1952|---------------------------------------------------------------------|
 OE1952
 OE1952                          SUPERSEDED SURVEY CONTROL
 OE1952
 OE1952  NAD 83(1986)-  43 07 08.69025(N)    075 40 06.92541(W) AD(       ) 2
 OE1952  NAD 27      -  43 07 08.44800(N)    075 40 08.26300(W) AD(       ) 2
 OE1952
 OE1952.Superseded values are not recommended for survey control.
 OE1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1952.See file dsdata.txt to determine how the superseded data were derived.
 OE1952
 OE1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4561074255(NAD 83)
 OE1952_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OE1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1952
 OE1952  HISTORY     - Date     Condition        Report By
 OE1952  HISTORY     - 1942     MONUMENTED       CGS
 OE1952  HISTORY     - 1957     SEE DESCRIPTION  LOCENG
 OE1952  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OE1952
 OE1952                          STATION DESCRIPTION
 OE1952
 OE1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1952'ON THE PUBLIC SCHOOL GROUNDS AT DURHAMVILLE, ACROSS THE ROAD
 OE1952'AND JUST S OF THE GERMAN CATHOLIC CHURCH.  ABOUT 2 MILES N OF
 OE1952'ONEIDA.  THE STATION MARK IS SET FLUSH IN THE GROUND 42 FEET NE
 OE1952'OF THE NE CORNER OF THE SCHOOLHOUSE AND 51 FEET S OF THE CENTER
 OE1952'LINE OF THE GRAVEL ROAD.
 OE1952'
 OE1952'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OE1952'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OE1952'
 OE1952'REFERENCE MARK NO.1 IS 18 FEET W OF A 32-INCH MAPLE TREE, 18
 OE1952'FEET S OF THE CENTER LINE OF THE GRAVEL ROAD ON THE EDGE OF THE
 OE1952'SCHOOLYARD.  THE MARK IS E OF THE STATION AND PROJECTS 3 INCHES.
 OE1952'
 OE1952'REFERENCE MARK NO.2 IS 9 FEET S OF THE SE CORNER OF THE
 OE1952'SCHOOLHOUSE AND 15 FEET E OF A POPLAR TREE 4 FEET IN
 OE1952'DIAMETER.  THE MARK IS SET FLUSH WITH THE GROUND AND IS S OF
 OE1952'THE STATION.
 OE1952'
 OE1952'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 OE1952'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 OE1952'
 OE1952'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING N 0.15
 OE1952'MILE ON STATE ROUTE 46 TO FEED STORE, TURN RIGHT NE AND GO 0.1
 OE1952'MILE TO ROAD RIGHT, TURN RIGHT, E, AND GO 0.1 MILE TO AZIMUTH
 OE1952'MARK ON THE S SIDE OF THE ROAD.  THE MARK IS 27 FEET S OF THE
 OE1952'CENTER LINE OF THE ROAD AND 9 FEET E OF A 17-INCH MAPLE TREE,
 OE1952'AND 69 FEET NW OF A ONE-STORY WHITE HOUSE.  THE MARK PROJECTS 3
 OE1952'INCHES.
 OE1952'
 OE1952'REACHED FROM ONEIDA BY GOING N ON STATE ROUTE 46 FOR ABOUT 1.7
 OE1952'MILES TO A PAVED FORK AND JUNCTION WITH STATE ROUTE 316.  THEN
 OE1952'KEEP RIGHT FORK, N, ON ROUTE 46 FOR 0.4 MILE TO THE SIX HOTEL
 OE1952'ON THE LEFT AND SCHOOL AND STATION SITE ON THE RIGHT.
 OE1952'
 OE1952'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OE1952
 OE1952                          STATION RECOVERY (1957)
 OE1952
 OE1952'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (FLE)
 OE1952'LETTER OF MR. FRANK L. EHASZ, CONSULTING ENGINEER, 40-29
 OE1952'TWENTY-SEVENTH STREET, LONG ISLAND CITY, N.Y. DATED 12 APRIL 1957--
 OE1952'
 OE1952'STATION, AZIMUTH AND REFERENCE MARKS, RECOVERED IN GOOD
 OE1952'CONDITION.  THE DESCRIPTION OF REFERENCE MARK 2 SHOULD BE
 OE1952'CHANGED TO READ 15 FT. W OF A POPLAR TREE STUMP, 4 FT. IN DIAMETER.
 OE1952
 OE1952                          STATION RECOVERY (1974)
 OE1952
 OE1952'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OE1952'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 OE1952'CONDITION.  THE DISTANCE AND ANGLES TO RMS AND AZ. MARK WERE
 OE1952'NOT CHECKED.  VIEW IS BLOCKED IN ALL DIRECTIONS BY TREES AND
 OE1952'BUILDINGS, AND A 64-FT. TOWER WOULD BE NEEDED.
 OE1952'
 OE1952'STATION MARK IS A STANDARD DISK STAMPED DURHAM 1942, SET IN
 OE1952'CONCRETE MONUMENT 7 INCHES BELOW SURFACE OF GRAVELLED PARKING AREA.
 OE1952'
 OE1952'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN THE TOP OF
 OE1952'A 10-INCH SQUARE, CONCRETE MONUMENT PROJECTING 1 INCH.  THE
 OE1952'DISK HAS BEEN CUT OFF BY MACHINERY, ONLY 1/2 OF IT REMAINING,
 OE1952'AND ONLY STAMPING LEFT IS 942.
 OE1952'
 OE1952'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DURHAM
 OE1952'NO.2 1942, SET IN THE TOP OF A TEN-INCH SQUARE CONCRETE
 OE1952'MONUMENT FLUSH WITH LAWN.
 OE1952'
 OE1952'AZIMUTH MARK IS A STANDARD DISK STAMPED DURHAM 1942, SET IN
 OE1952'THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH
 OE1952'GROUND.  IT IS 24 FEET SOUTH OF CENTER LINE OF JOHN ST., 2 FEET
 OE1952'SOUTH OF A CHAIN FENCE, AND 68.5 FEET WEST-NORTHWEST OF
 OE1952'NORTHWEST CORNER OF A WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1951 ***********************************************************************
 OE1951  DESIGNATION -  DURHAMVILLE ST FRANCIS CH 1942
 OE1951  PID         -  OE1951
 OE1951  STATE/COUNTY-  NY/ONEIDA
 OE1951  USGS QUAD   -  ONEIDA (1993)
 OE1951
 OE1951                         *CURRENT SURVEY CONTROL
 OE1951  ___________________________________________________________________
 OE1951* NAD 83(1996)-  43 07 09.57377(N)    075 40 06.71383(W)     ADJUSTED  
 OE1951* NAVD 88     -                                                        
 OE1951  ___________________________________________________________________
 OE1951  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 OE1951  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE1951
 OE1951  HORZ ORDER  -  THIRD
 OE1951
 OE1951.The horizontal coordinates were established by classical geodetic methods
 OE1951.and adjusted by the National Geodetic Survey in January 1999..
 OE1951
 OE1951
 OE1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE1951
 OE1951.The geoid height was determined by GEOID03.
 OE1951
 OE1951;                    North         East     Units Scale Factor Converg.
 OE1951;SPC NY C     -   346,831.834   324,444.868   MT  1.00000565   +0 37 31.1
 OE1951;SPC NY C     - 1,137,897.44  1,064,449.54   sFT  1.00000565   +0 37 31.1
 OE1951;UTM  18      - 4,774,282.766   445,614.571   MT  0.99963638   -0 27 25.1
 OE1951
 OE1951                          SUPERSEDED SURVEY CONTROL
 OE1951
 OE1951  NAD 83(1986)-  43 07 09.57853(N)    075 40 06.71212(W) AD(       ) 4
 OE1951  NAD 27      -  43 07 09.33600(N)    075 40 08.05000(W) AD(       ) 3
 OE1951
 OE1951.Superseded values are not recommended for survey control.
 OE1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1951.See file dsdata.txt to determine how the superseded data were derived.
 OE1951
 OE1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4561574283(NAD 83)
 OE1951
 OE1951  HISTORY     - Date     Condition        Report By
 OE1951  HISTORY     - 1942     MONUMENTED       CGS
 OE1951  HISTORY     - 1968     SEE DESCRIPTION  LDA
 OE1951
 OE1951                          STATION DESCRIPTION
 OE1951
 OE1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OE1951'THIS TRAVERSE STATION IS ACROSS THE ROAD AND JUST N OF PUBLIC
 OE1951'SCHOOL GROUNDS IN DURHAMVILLE AND ABOUT 2 MILES N OF ONEIDA.  THE
 OE1951'CHURCH IS A ONE-STORY WHITE FRAME BUILDING WITH A CONICAL
 OE1951'SPIRE OVER A SQUARE BELFRY ON THE FRONT AND CENTER OF THE
 OE1951'CHURCH.  THE SPIRE IS SURMOUNTED WITH A CROSS ON TOP OF A BALL
 OE1951'AND IS ABOUT 60 FEET HIGH.  THE CROSS WAS THE POINT OBSERVED ON.
 OE1951
 OE1951                          STATION RECOVERY (1968)
 OE1951
 OE1951'RECOVERY NOTE BY L DICKERSON ASSOC 1968
 OE1951'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2017 ***********************************************************************
 OE2017  DESIGNATION -  DURPORT
 OE2017  PID         -  OE2017
 OE2017  STATE/COUNTY-  NY/ONEIDA
 OE2017  USGS QUAD   -  SYLVAN BEACH (1993)
 OE2017
 OE2017                         *CURRENT SURVEY CONTROL
 OE2017  ___________________________________________________________________
 OE2017* NAD 83(1996)-  43 08 07.26069(N)    075 39 03.93517(W)     ADJUSTED  
 OE2017* NAVD 88     -       132.7    (meters)     435.     (feet)  VERTCON   
 OE2017  ___________________________________________________________________
 OE2017  X           -   1,155,305.220 (meters)                     COMP
 OE2017  Y           -  -4,516,332.707 (meters)                     COMP
 OE2017  Z           -   4,338,555.103 (meters)                     COMP
 OE2017  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 OE2017  ELLIP HEIGHT-         100.03  (meters)          (01/11/99) GPS OBS
 OE2017  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OE2017
 OE2017  HORZ ORDER  -  THIRD
 OE2017  ELLP ORDER  -  FOURTH    CLASS I
 OE2017
 OE2017.This mark is at Kamp Airport (NK03)
 OE2017
 OE2017.The horizontal coordinates were established by GPS observations
 OE2017.and adjusted by the National Geodetic Survey in January 1999..
 OE2017
 OE2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE2017
 OE2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OE2017
 OE2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE2017
 OE2017.The ellipsoidal height was determined by GPS observations
 OE2017.and is referenced to NAD 83.
 OE2017
 OE2017.The geoid height was determined by GEOID03.
 OE2017
 OE2017;                    North         East     Units Scale Factor Converg.
 OE2017;SPC NY C     -   348,627.580   325,844.188   MT  1.00000824   +0 38 14.7
 OE2017;SPC NY C     - 1,143,788.99  1,069,040.47   sFT  1.00000824   +0 38 14.7
 OE2017;UTM  18      - 4,776,051.101   447,047.033   MT  0.99963449   -0 26 42.6
 OE2017
 OE2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE2017!SPC NY C     -   0.99998431  x   1.00000824  =   0.99999255
 OE2017!UTM  18      -   0.99998431  x   0.99963449  =   0.99961881
 OE2017
 OE2017:                Primary Azimuth Mark                     Grid Az
 OE2017:SPC NY C     -  DURPORT AZ MK                            087 56 57.2
 OE2017:UTM  18      -  DURPORT AZ MK                            089 01 54.5
 OE2017
 OE2017|---------------------------------------------------------------------|
 OE2017| PID    Reference Object                     Distance      Geod. Az  |
 OE2017|                                                           dddmmss.s |
 OE2017| OE2018 DURPORT AZ MK                       APPROX. 0.7 KM 0883511.9 |
 OE2017|---------------------------------------------------------------------|
 OE2017
 OE2017                          SUPERSEDED SURVEY CONTROL
 OE2017
 OE2017  NAD 83(1986)-  43 08 07.27205(N)    075 39 03.93766(W) AD(       ) 3
 OE2017  NAD 27      -  43 08 07.02062(N)    075 39 05.24500(W) AD(       ) 3
 OE2017  NGVD 29 (04/21/89)  132.8    (m)          436.     (f) GPS OBS        
 OE2017
 OE2017.Superseded values are not recommended for survey control.
 OE2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2017.See file dsdata.txt to determine how the superseded data were derived.
 OE2017
 OE2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4704776051(NAD 83)
 OE2017_MARKER: I = METAL ROD
 OE2017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OE2017_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OE2017_STAMPING: DURPORT 1988
 OE2017_MARK LOGO: NGS   
 OE2017_PROJECTION: FLUSH
 OE2017_MAGNETIC: I = MARKER IS A STEEL ROD
 OE2017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE2017+STABILITY: POSITION/ELEVATION WELL
 OE2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE2017+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OE2017_ROD/PIPE-DEPTH: 15.5 meters
 OE2017_SLEEVE-DEPTH  : 1.0 meters
 OE2017
 OE2017  HISTORY     - Date     Condition        Report By
 OE2017  HISTORY     - 1988     MONUMENTED       NGS
 OE2017
 OE2017                          STATION DESCRIPTION
 OE2017
 OE2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OE2017'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTHEAST OF
 OE2017'DURHAMVILLE, AT THE KAMP AIRPORT, IN THE NORTHEAST CORNER OF THE
 OE2017'JUNCTION OF THE SINGLE ASPHALT RUNWAY AND THE MAIN CONNECTING TAXIWAY.
 OE2017'OWNERSHIP--S. BERNARD KAMP, RR 1 BOX 275, IRISH RIDGE ROAD,
 OE2017'DURHAMVILLE NY 13054.  PHONE 315 363-1980.
 OE2017'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 46 IN
 OE2017'THE TOWN OF STATE BRIDGE, GO EAST ON HIGHWAY 31 FOR 1.9 KM (1.20 MI)
 OE2017'TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.0 KM
 OE2017'(0.60 MI) ON IRISH RIDGE ROAD TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT
 OE2017'AND GO EAST FOR 0.3 KM (0.20 MI) ON GRAVEL AIRPORT ENTRANCE ROAD TO
 OE2017'THE AIRPORT ADMINISTRATION BUILDING.  GO SOUTH ACROSS APRON AND MAIN
 OE2017'CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING
 OE2017'RUNWAY.
 OE2017'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OE2017'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 15.5 METERS IN A GREASE
 OE2017'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OE2017'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OE2017'31.4 M (103.0 FT) NORTH FROM THE CENTER OF THE RUNWAY, 25.3 M
 OE2017'(83.0 FT) EAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY, AND
 OE2017'20.9 M (68.6 FT) NORTHEAST FROM THE EAST END OF THE NORTH ONE OF TWO
 OE2017'30 CM CORRUGATED METAL CULVERT PIPES UNDER THE TAXIWAY.
 OE2017'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2018 ***********************************************************************
 OE2018  DESIGNATION -  DURPORT AZ MK
 OE2018  PID         -  OE2018
 OE2018  STATE/COUNTY-  NY/ONEIDA
 OE2018  USGS QUAD   -  SYLVAN BEACH (1993)
 OE2018
 OE2018                         *CURRENT SURVEY CONTROL
 OE2018  ___________________________________________________________________
 OE2018* NAD 83(1996)-  43 08 07.81409(N)    075 38 33.24560(W)     ADJUSTED  
 OE2018* NAVD 88     -       133.1    (meters)     437.     (feet)  VERTCON   
 OE2018  ___________________________________________________________________
 OE2018  X           -   1,155,974.357 (meters)                     COMP
 OE2018  Y           -  -4,516,149.733 (meters)                     COMP
 OE2018  Z           -   4,338,567.839 (meters)                     COMP
 OE2018  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 OE2018  ELLIP HEIGHT-         100.43  (meters)          (01/11/99) GPS OBS
 OE2018  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 OE2018
 OE2018  HORZ ORDER  -  THIRD
 OE2018  ELLP ORDER  -  FOURTH    CLASS I
 OE2018
 OE2018.This mark is at Kamp Airport (NK03)
 OE2018
 OE2018.The horizontal coordinates were established by GPS observations
 OE2018.and adjusted by the National Geodetic Survey in January 1999..
 OE2018
 OE2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE2018
 OE2018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OE2018
 OE2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE2018
 OE2018.The ellipsoidal height was determined by GPS observations
 OE2018.and is referenced to NAD 83.
 OE2018
 OE2018.The geoid height was determined by GEOID03.
 OE2018
 OE2018;                    North         East     Units Scale Factor Converg.
 OE2018;SPC NY C     -   348,652.409   326,537.559   MT  1.00000954   +0 38 35.7
 OE2018;SPC NY C     - 1,143,870.45  1,071,315.31   sFT  1.00000954   +0 38 35.7
 OE2018;UTM  18      - 4,776,062.820   447,740.489   MT  0.99963360   -0 26 21.7
 OE2018
 OE2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE2018!SPC NY C     -   0.99998425  x   1.00000954  =   0.99999379
 OE2018!UTM  18      -   0.99998425  x   0.99963360  =   0.99961786
 OE2018
 OE2018:                Primary Azimuth Mark                     Grid Az
 OE2018:SPC NY C     -  DURPORT                                  267 56 57.1
 OE2018:UTM  18      -  DURPORT                                  269 01 54.5
 OE2018
 OE2018|---------------------------------------------------------------------|
 OE2018| PID    Reference Object                     Distance      Geod. Az  |
 OE2018|                                                           dddmmss.s |
 OE2018| OE2017 DURPORT                             APPROX. 0.7 KM 2683532.8 |
 OE2018|---------------------------------------------------------------------|
 OE2018
 OE2018                          SUPERSEDED SURVEY CONTROL
 OE2018
 OE2018  NAD 83(1986)-  43 08 07.82402(N)    075 38 33.24569(W) AD(       ) 3
 OE2018  NAD 27      -  43 08 07.57337(N)    075 38 34.55210(W) AD(       ) 3
 OE2018  NGVD 29 (04/21/89)  133.3    (m)          437.     (f) GPS OBS        
 OE2018
 OE2018.Superseded values are not recommended for survey control.
 OE2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2018.See file dsdata.txt to determine how the superseded data were derived.
 OE2018
 OE2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN4774076063(NAD 83)
 OE2018_MARKER: I = METAL ROD
 OE2018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OE2018_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OE2018_STAMPING: DURPORT AZ MK 1988
 OE2018_MARK LOGO: NGS   
 OE2018_PROJECTION: FLUSH
 OE2018_MAGNETIC: I = MARKER IS A STEEL ROD
 OE2018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE2018+STABILITY: POSITION/ELEVATION WELL
 OE2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE2018+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OE2018_ROD/PIPE-DEPTH: 14.6 meters
 OE2018_SLEEVE-DEPTH  : 1.0 meters
 OE2018
 OE2018  HISTORY     - Date     Condition        Report By
 OE2018  HISTORY     - 1988     MONUMENTED       NGS
 OE2018
 OE2018                          STATION DESCRIPTION
 OE2018
 OE2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 OE2018'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTHEAST OF
 OE2018'DURHAMVILLE, AT THE KAMP AIRORT, NEAR THE EAST END AND ALONG THE NORTH
 OE2018'SIDE OF THE RUNWAY.
 OE2018'OWNERSHIP--S. BERNARD KAMP, RR 1 BOX 275, IRISH RIDGE ROAD,
 OE2018'DURHAMVILLE NY 13054.  PHONE 315 363-1980.
 OE2018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 46, IN
 OE2018'THE TOWN OF STATE BRIDGE, GO EAST FOR 1.9 KM (1.20 MI) ON HIGHWAY 31
 OE2018'TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.0 KM
 OE2018'(0.60 MI) ON IRISH RIDGE ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 OE2018'EAST FOR 0.3 KM (0.20 MI) ON THE GRAVEL AIRPORT ENTRANCE ROAD TO THE
 OE2018'AIRPORT ADMINISTRATION BUILDING.  TURN RIGHT AND GO SOUTH FOR 0.2 KM
 OE2018'(0.10 MI) ACROSS APRON AND MAIN CONNECTING TAXIWAY TO RUNWAY.  TURN
 OE2018'LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ALONG RUNWAY TO THE STATION ON
 OE2018'THE NORTH SIDE OF THE RUNWAY NEAR THE END OF THE RUNWAY.
 OE2018'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OE2018'BELOW GROUND DRIVEN TILL SLOW TIME MET AT 14.6 METERS IN A GREASE
 OE2018'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OE2018'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OE2018'63.8 M (209.3 FT) NORTH-NORTHWEST FROM THE CENTER OF AN IRON MANHOLE
 OE2018'COVER FOR WATER MAIN, 54.3 M (178.1 FT) NORTHEAST FROM THE CENTER OF
 OE2018'THE RUNWAY AT THE EAST END OF A CIRCULAR AIRPLANE TURNAROUND, 30.7 M
 OE2018'(100.7 FT) NORTH FROM THE CENTER OF THE RUNWAY, AND 0.9 M (3.0 FT)
 OE2018'SOUTH FROM A FIBERGLASS WITNESS POST.
 OE2018'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG2128 ***********************************************************************
 PG2128  DESIGNATION -  DUSO
 PG2128  PID         -  PG2128
 PG2128  STATE/COUNTY-  NY/CLINTON
 PG2128  USGS QUAD   -  JERICHO (1966)
 PG2128
 PG2128                         *CURRENT SURVEY CONTROL
 PG2128  ___________________________________________________________________
 PG2128* NAD 83(1996)-  44 48 11.01839(N)    073 38 05.58374(W)     ADJUSTED  
 PG2128* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 PG2128  ___________________________________________________________________
 PG2128  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 PG2128  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PG2128
 PG2128  HORZ ORDER  -  SECOND
 PG2128
 PG2128.The horizontal coordinates were established by classical geodetic methods
 PG2128.and adjusted by the National Geodetic Survey in January 1999..
 PG2128
 PG2128.The orthometric height was scaled from a topographic map.
 PG2128
 PG2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 PG2128
 PG2128.The geoid height was determined by GEOID03.
 PG2128
 PG2128;                    North         East     Units Scale Factor Converg.
 PG2128;SPC NY E     -   663,354.665   218,438.073   MT  0.99995758   +0 36 34.7
 PG2128;SPC NY E     - 2,176,356.10    716,658.91   sFT  0.99995758   +0 36 34.7
 PG2128;UTM  18      - 4,961,979.691   607,960.016   MT  0.99974332   +0 57 43.4
 PG2128
 PG2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2128!SPC NY E     -   0.99993709  x   0.99995758  =   0.99989467
 PG2128!UTM  18      -   0.99993709  x   0.99974332  =   0.99968043
 PG2128
 PG2128|---------------------------------------------------------------------|
 PG2128| PID    Reference Object                     Distance      Geod. Az  |
 PG2128|                                                           dddmmss.s |
 PG2128| DA5004 DUSO RM 1                            26.632 METERS 04711     |
 PG2128| DA5003 DUSO AZ MK                                         1624326.0 |
 PG2128| DA5005 DUSO RM 2                            28.008 METERS 19239     |
 PG2128|---------------------------------------------------------------------|
 PG2128
 PG2128                          SUPERSEDED SURVEY CONTROL
 PG2128
 PG2128  NAD 83(1996)-  44 48 11.01955(N)    073 38 05.58254(W) AD(       ) 2
 PG2128  NAD 83(1992)-  44 48 11.01920(N)    073 38 05.58266(W) AD(       ) 2
 PG2128  NAD 83(1986)-  44 48 11.02507(N)    073 38 05.58522(W) AD(       ) 2
 PG2128  NAD 27      -  44 48 10.88020(N)    073 38 07.08500(W) AD(       ) 2
 PG2128
 PG2128.Superseded values are not recommended for survey control.
 PG2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2128.See file dsdata.txt to determine how the superseded data were derived.
 PG2128
 PG2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0796061980(NAD 83)
 PG2128_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PG2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2128
 PG2128  HISTORY     - Date     Condition        Report By
 PG2128  HISTORY     - 1961     MONUMENTED       CGS
 PG2128  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PG2128
 PG2128                          STATION DESCRIPTION
 PG2128
 PG2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 PG2128'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF DANNEMORA, ABOUT
 PG2128'8-1/2 MILES SOUTHWEST OF ALTONA AND ABOUT 4.0 MILES WEST OF WEST
 PG2128'CHAZY.  STATION, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 PG2128'MONUMENT AND STAMPED DUSO 1961 IS 69 FEET EAST OF A 36 INCH MAPLE
 PG2128'TREE, 49 FEET SOUTH OF THE NORTH EDGE OF WOODS AND 3.2 FEET EAST
 PG2128'OF A STEEL WITNESS POST WITH METAL SIGN.  THE MARK IS SET FLUSH
 PG2128'WITH THE GROUND.
 PG2128'
 PG2128'TO REACH FROM THE SOUTHEAST CORNER OF THE PRISON WALL IN
 PG2128'DANNEMORA, GO EASTERLY ON STATE HIGHWAY NO. 374 FOR 0.4 MILE TO
 PG2128'FORKS.  TAKE LEFT FORK AND GO EASTERLY ON SURFACED ROAD FOR 5.6
 PG2128'MILES TO T ROAD INTERSECTION.  TURN LEFT AND GO NORTHERLY ON
 PG2128'SURFACED ROAD FOR 0.9 MILE TO FORK.  TAKE LEFT FORK AND GO
 PG2128'NORTHWESTERLY ON SURFACED ROAD FOR 2.45 MILES TO SIDE ROAD RIGHT
 PG2128'AT CURVE IN MAIN ROAD.  TURN RIGHT AND GO NORTHEASTERLY THENCE
 PG2128'NORTH ON ROCKY ROAD FOR 0.4 MILE TO FORKS.  TAKE LEFT FORK,
 PG2128'PASS THRU GAP IN ROCK FENCE, TURN LEFT AND GO NORTHERLY ALONG
 PG2128'THE WEST EDGE OF MEADOW FOR 0.55 MILE TO STATION AS
 PG2128'DESCRIBED.
 PG2128'
 PG2128'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON FIELD ROAD FOR
 PG2128'0.3 MILE.  TURN LEFT AND GO EAST ACROSS MEADOW TO WEST EDGE OF
 PG2128'WOODS AND AZIMUTH MARK AS DESCRIBED.
 PG2128'
 PG2128'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 PG2128'OUTCROPPING ROCK AND STAMPED DUSO NO 1 1961 IS 39 FEET NORTHEAST OF
 PG2128'THE APPROXIMATE CENTERLINE OF FIELD ROAD, 7 FEET SOUTH OF THE EDGE
 PG2128'OF WOODS AND 26 FEET SOUTHEAST OF A 12 INCH BIRCH TREE.
 PG2128'
 PG2128'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED FLUSH IN A DRILLHOLE
 PG2128'IN OUTCROPPING ROCK AND STAMPED DUSO NO 2 1961 IS 37 FEET EAST OF
 PG2128'A ROCK FENCE.
 PG2128'
 PG2128'AZIMUTH MARK, A STANDARD DISK SET FLUSH IN A DRILLHOLE IN
 PG2128'OUTCROPPING ROCK AND STAMPED DUSO 1961 IS 42 FEET SOUTH OF A 42
 PG2128'INCH MAPLE TREE AND 38 FEET WEST OF STEEL WITNESS POST WITH METAL
 PG2128'SIGN IN FENCELINE.
 PG2128'
 PG2128'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PG2128
 PG2128                          STATION RECOVERY (1974)
 PG2128
 PG2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PG2128'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 PG2128'RECOVERED AND FOUND IN GOOD CONDITION.  STATION WAS NOT OCCUPIED
 PG2128'AT THIS TIME.
 PG2128'
 PG2128'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF DANNEMORA, ABOUT 4
 PG2128'MILES WEST OF WEST CHAZY ON THE PROPERTY OF DR. ARTHUR NEGADEN,
 PG2128'101 OAK STREET, PLATTSBURG, NEW YORK.
 PG2128'
 PG2128'STATION IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE CONCRETE
 PG2128'MONUMENT FLUSH WITH THE GROUND AND THE DISK IS STAMPED DUSO
 PG2128'1961.  IT IS 70 FEET EAST OF ROCK FENCE, 25 FEET WEST OF DIM TRACK
 PG2128'ROAD AND 1.5 FEET SOUTH OF WITNESS POST.
 PG2128'
 PG2128'REFERENCE MARK 1 A STANDARD DISK SET IN OUT CROPPING ROCK FLUSH
 PG2128'WITH THE GROUND AND THE DISK IS STAMPED DUSO NO 1 1961.  IT IS 62
 PG2128'FEET EAST OF CENTER OF DIM TRACK ROAD, 30 FEET NORTH OF SOUTH EDGE
 PG2128'OF WOODS AND 1.8 FEET SOUTH OF WITNESS POST.
 PG2128'
 PG2128'REFERENCE MARK 2 A STANDARD DISK SET IN DRILL HOLE IN OUT CROPPING
 PG2128'ROCK FLUSH WITH THE GROUND AND THE DISK IS STAMPED DUSO NO 2
 PG2128'1961.  IT IS 37 FEET EAST OF ROCK FENCE AND 2 FEET SOUTH OF WITNESS
 PG2128'POST.
 PG2128'
 PG2128'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN ROCK THAT
 PG2128'PROJECTS ABOUT 6 INCHES ABOVE GROUND AND THE DISK IS STAMPED DUSO
 PG2128'1961.  IT IS 38 FEET WEST OF WITNESS POST AND 30 FEET WEST OF EAST
 PG2128'EDGE OF AN OPEN FIELD.
 PG2128'
 PG2128'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PRISON
 PG2128'WALL IN DANNEMORA, GO EASTERLY ON STATE HIGHWAY 374 FOR 0.45 MILE
 PG2128'TO FORKS, TAKE LEFT FORK, GO EASTERLY FOR 5.65 MILES TO A T ROAD,
 PG2128'TURN LEFT, GO NORTH FOR 0.95 MILE TO FORK, TAKE LEFT FORK, GO
 PG2128'NORTHERLY FOR 2.5 MILES HOUSE AND BARN ON RIGHT AND A GATE JUST
 PG2128'SOUTH DRIVEWAY (OBTAIN PERMISSION AND KEY FOR GATE AT HOUSE FROM
 PG2128'MRS MAXINE CLINE).  PASS THROUGH GATE, GO EASTERLY ON TRACK
 PG2128'ROAD FOR 0.7 MILE TO SOUTHEAST CORNER OF OPEN FIELD AND ROCK FENCE
 PG2128'ON LEFT, GO NORTH ALONG WEST EDGE OF FIELD FOR 0.1 MILE (AZIMUTH
 PG2128'MARK IS 0.05 MILE TO THE RIGHT (EAST) FROM HERE), CONTINUE
 PG2128'NORTH ALONG WEST EDGE OF FIELD FOR 0.4 MILE TO THE STATION ON
 PG2128'THE LEFT AT EDGE OF WOODS.
 PG2128'
 PG2128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PG2128'4 MILES WEST OF WEST CHAZY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1744 ***********************************************************************
 NB1744  DESIGNATION -  DUTCH
 NB1744  PID         -  NB1744
 NB1744  STATE/COUNTY-  NY/ONONDAGA
 NB1744  USGS QUAD   -  OTISCO VALLEY (1955)
 NB1744
 NB1744                         *CURRENT SURVEY CONTROL
 NB1744  ___________________________________________________________________
 NB1744* NAD 83(1996)-  42 50 40.82380(N)    076 10 13.70307(W)     ADJUSTED  
 NB1744* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 NB1744  ___________________________________________________________________
 NB1744  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 NB1744  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NB1744
 NB1744  HORZ ORDER  -  FIRST
 NB1744
 NB1744.The horizontal coordinates were established by classical geodetic methods
 NB1744.and adjusted by the National Geodetic Survey in January 1999..
 NB1744
 NB1744.The orthometric height was scaled from a topographic map.
 NB1744
 NB1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 NB1744
 NB1744.The geoid height was determined by GEOID03.
 NB1744
 NB1744;                    North         East     Units Scale Factor Converg.
 NB1744;SPC NY C     -   315,998.355   283,747.614   MT  0.99995151   +0 16 50.7
 NB1744;SPC NY C     - 1,036,737.94    930,928.63   sFT  0.99995151   +0 16 50.7
 NB1744;UTM  18      - 4,744,230.639   404,356.195   MT  0.99971254   -0 47 45.6
 NB1744
 NB1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NB1744!SPC NY C     -   0.99991533  x   0.99995151  =   0.99986684
 NB1744!UTM  18      -   0.99991533  x   0.99971254  =   0.99962789
 NB1744
 NB1744:                Primary Azimuth Mark                     Grid Az
 NB1744:SPC NY C     -  POMPEY CONG CHURCH SPIRE                 063 52 21.3
 NB1744:UTM  18      -  POMPEY CONG CHURCH SPIRE                 064 56 57.6
 NB1744
 NB1744|---------------------------------------------------------------------|
 NB1744| PID    Reference Object                     Distance      Geod. Az  |
 NB1744|                                                           dddmmss.s |
 NB1744| NB1739 POMPEY CONG CHURCH SPIRE            APPROX.14.1 KM 0640912.0 |
 NB1744| CZ8216 DUTCH RM 1                           22.250 METERS 15854     |
 NB1744| CZ8217 DUTCH RM 2                           51.069 METERS 26301     |
 NB1744| CZ8215 DUTCH AZ MK                                        3392340.0 |
 NB1744|---------------------------------------------------------------------|
 NB1744
 NB1744                          SUPERSEDED SURVEY CONTROL
 NB1744
 NB1744  NAD 83(1986)-  42 50 40.82934(N)    076 10 13.70171(W) AD(       ) 1
 NB1744  NAD 27      -  42 50 40.59000(N)    076 10 14.96500(W) AD(       ) 1
 NB1744
 NB1744.Superseded values are not recommended for survey control.
 NB1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1744.See file dsdata.txt to determine how the superseded data were derived.
 NB1744
 NB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN0435644231(NAD 83)
 NB1744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NB1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1744
 NB1744  HISTORY     - Date     Condition        Report By
 NB1744  HISTORY     - 1934     MONUMENTED       CGS
 NB1744  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NB1744  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 NB1744
 NB1744                          STATION DESCRIPTION
 NB1744
 NB1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 NB1744'ABOUT 18 MILES NORTH OF CORTLAND, N.Y.  STATION IS LOCATED ON
 NB1744'SUMMIT OF DUTCH HILL, ON PROPERTY OWNED BY SAMUEL DAVIS, ABOUT 2
 NB1744'MILES, AIRLINE, NORTHEAST OF TOWN OF VESPER, JUST SOUTH OF AN
 NB1744'OLD APPLE ORCHARD AND ABOUT 100 YARDS SOUTH OF THE FOUNDATION
 NB1744'OF AN OLD HOUSE.  STATION MARK PROJECTS ABOUT 5 INCHES ABOVE THE
 NB1744'GROUND.
 NB1744'
 NB1744'REFERENCE MARK NO.1 IS 73.00 FEET SOUTHWEST OF STATION AND
 NB1744'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 NB1744'
 NB1744'REFERENCE MARK NO.2 IS 167.55 FEET NORTHWEST OF THE STATION,
 NB1744'ABOUT 12 FEET SOUTH OF THE NEAREST OF THREE APPLE TREES THAT
 NB1744'STILL REMAIN OF THE OLD ORCHARD WHICH IS NOW USED FOR PASTURE LAND.
 NB1744'
 NB1744'AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE NORTHEAST OF STATION
 NB1744'IN FENCE LINE OF SAME FIELD.  IT PROJECTS ABOUT 5 INCHES ABOVE THE
 NB1744'GROUND.
 NB1744'
 NB1744'TO REACH FROM TULLY, FROM JUNCTION OF U.S. HIGHWAY 11 WITH
 NB1744'STATE HIGHWAY 80, GO WEST ON U.S. HIGHWAY 11 FOR 0.6 MILE, BEAR
 NB1744'LEFT ON HIGHWAY 80 AND GO NORTHWEST 3.7 MILES TO VILLAGE OF
 NB1744'VESPER, TURN RIGHT (NORTHEAST) ON GRAVEL ROAD FOR 0.8 MILE, TURN
 NB1744'LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.4 MILES TO FARM ROAD, 75
 NB1744'YARDS NORTH OF GRAVEL ROAD GOING WEST, JUST NORTH OF AN OLD
 NB1744'APPLE ORCHARD.  JUST BEFORE REACHING THE WEST ROAD PASS A NEW
 NB1744'SCHOOL HOUSE ON THE LEFT AND A NEWLY PAINTED DWELLING ON THE
 NB1744'RIGHT.  TURN RIGHT ON FARM ROAD AT NORTHWEST CORNER OF APPLE
 NB1744'ORCHARD AND GO EAST ON ROUGH FARM ROAD FOR 0.7 MILE, PASS
 NB1744'THROUGH CATTLE BARS AND GO STRAIGHT AHEAD 0.3 MILE TO TOP
 NB1744'OF KNOLL AND BEAR RIGHT 0.1 MILE TO STATION.
 NB1744'
 NB1744'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NB1744'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 NB1744'
 NB1744'A 4-FOOT STAND WAS USED.
 NB1744'
 NB1744'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NB1744
 NB1744                          STATION RECOVERY (1975)
 NB1744
 NB1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFH)
 NB1744'STATION MARK AND RM 1 WERE RECOVERED, HOWEVER THE STATION MARK
 NB1744'IS ONLY 13 FEET SOUTH OF RM 1, WHEREAS IT WAS NORTHEAST 73.00
 NB1744'FEET.  IT IS BELIEVED THAT THE STATION MONUMENT WAS REMOVED FROM
 NB1744'CULTIVATED AREA AND RESET BY UNKNOWN PARTY IN PRESENT
 NB1744'LOCATION.  THE ARROW ON RM 1 DOES NOT POINT TO THE PRESENT
 NB1744'LOCATION OF STATION MARK.  NEITHER RM 2 NOR THE AZIMUTH MARK
 NB1744'WERE RECOVERED.
 NB1744'
 NB1744'THE STATION MARK IS A STANDARD DISK STAMPED DUTCH 1934, SET IN
 NB1744'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 FOOT FROM GROUND.
 NB1744'
 NB1744'RM NO.1 IS A STANDARD DISK STAMPED DUTCH 1934, SET IN THE TOP
 NB1744'OF A SQUARE CONCRETE MONUMENT PROJECTING 1 FOOT FROM GROUND.
 NB1744'
 NB1744'A CHECK SHOULD BE MADE UNDER THE STATION MARK FOR THE
 NB1744'UNDERGROUND MARK, AND IF NOT FOUND THERE IT SHOULD BE SEARCHED
 NB1744'FOR ON THE PUBLISHED DISTANCE FROM RM 1, IN THE DIRECTION THE
 NB1744'ARROW POINTS, AND APPROXIMATELY 3 FEET BELOW GROUND LEVEL.
 NB1744
 NB1744                          STATION RECOVERY (1996)
 NB1744
 NB1744'RECOVERY NOTE BY US POWER SQUADRON 1996
 NB1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0944 ***********************************************************************
 NC0944  DESIGNATION -  DUTCH
 NC0944  PID         -  NC0944
 NC0944  STATE/COUNTY-  NY/WYOMING
 NC0944  USGS QUAD   -  STRYKERSVILLE (1979)
 NC0944
 NC0944                         *CURRENT SURVEY CONTROL
 NC0944  ___________________________________________________________________
 NC0944* NAD 83(1996)-  42 44 53.77802(N)    078 27 32.30365(W)     ADJUSTED  
 NC0944* NAVD 88     -       447.31   (+/-2cm)    1467.5    (feet)  VERTCON   
 NC0944  ___________________________________________________________________
 NC0944  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 NC0944  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NC0944
 NC0944  HORZ ORDER  -  FIRST
 NC0944  VERT ORDER  -  THIRD ? (See Below)
 NC0944
 NC0944.The horizontal coordinates were established by classical geodetic methods
 NC0944.and adjusted by the National Geodetic Survey in January 1999..
 NC0944
 NC0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0944.The vertical order pertains to the NGVD 29 superseded value.
 NC0944
 NC0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0944
 NC0944.The geoid height was determined by GEOID03.
 NC0944
 NC0944;                    North         East     Units Scale Factor Converg.
 NC0944;SPC NY W     -   305,214.705   360,181.105   MT  0.99993877   +0 05 03.9
 NC0944;SPC NY W     - 1,001,358.58  1,181,694.18   sFT  0.99993877   +0 05 03.9
 NC0944;UTM  17      - 4,735,992.688   707,963.857   MT  1.00013211   +1 43 31.5
 NC0944
 NC0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0944!SPC NY W     -   0.99993520  x   0.99993877  =   0.99987398
 NC0944!UTM  17      -   0.99993520  x   1.00013211  =   1.00006730
 NC0944
 NC0944|---------------------------------------------------------------------|
 NC0944| PID    Reference Object                     Distance      Geod. Az  |
 NC0944|                                                           dddmmss.s |
 NC0944| CZ9335 DUTCH RM 1                           17.513 METERS 02527     |
 NC0944| CZ9334 DUTCH AZ MK                                        0620902.2 |
 NC0944| CZ9336 DUTCH RM 2                           14.457 METERS 29738     |
 NC0944|---------------------------------------------------------------------|
 NC0944
 NC0944                          SUPERSEDED SURVEY CONTROL
 NC0944
 NC0944  NAD 83(1986)-  42 44 53.78441(N)    078 27 32.30011(W) AD(       ) 1
 NC0944  NAD 27      -  42 44 53.56783(N)    078 27 33.22763(W) AD(       ) 1
 NC0944  NGVD 29 (07/19/86)  447.45   (m)         1468.0    (f) LEVELING    3  
 NC0944
 NC0944.Superseded values are not recommended for survey control.
 NC0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0944.See file dsdata.txt to determine how the superseded data were derived.
 NC0944
 NC0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0796435993(NAD 83)
 NC0944_MARKER: DS = TRIANGULATION STATION DISK
 NC0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0944
 NC0944  HISTORY     - Date     Condition        Report By
 NC0944  HISTORY     - 1939     MONUMENTED       CGS
 NC0944  HISTORY     - 1962     GOOD             CGS
 NC0944  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NC0944
 NC0944                          STATION DESCRIPTION
 NC0944
 NC0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 NC0944'STATION IS LOCATED ON THE SUMMIT AND AT THE SOUTH END OF A RIDGE
 NC0944'LYING IN THE JUNCTION OF BUFFALO AND HOLLOW CREEKS.  IT IS 8-3/4
 NC0944'MILES NORTH-NORTHEAST OF HOLLAND, 8 MILES EAST-SOUTHEAST OF EAST
 NC0944'AURORA AND 1 MILE NORTHWEST OF DUTCH HOLLOW.  IT IS 20.4 FEET
 NC0944'SOUTH OF THE CENTER LINE OF THE SPRING ROAD AND 2 FEET NORTH OF
 NC0944'AN EAST-WEST FENCE.  ON BOTH SIDES OF THE ROAD THERE ARE VERY
 NC0944'TALL BEECH AND ELM TREES.
 NC0944'
 NC0944'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NC0944'BRONZE DISKS, IN CONCRETE.
 NC0944'
 NC0944'REFERENCE MARK NO.1 IS 15.5 FEET NORTH OF THE CENTER LINE OF
 NC0944'THE SPRING ROAD AND 1.2 FEET SOUTH OF EAST-WEST FENCE LINE.
 NC0944'
 NC0944'REFERENCE MARK NO.2 IS 1-1/2 FEET SOUTH OF AN EAST-WEST FENCE
 NC0944'LINE AND 18 FEET NORTH OF THE CENTER LINE OF ROAD.
 NC0944'
 NC0944'THE AZIMUTH MARK IS 1 FOOT NORTH OF AN EAST-WEST FENCE AND 1-1/2
 NC0944'FEET EAST OF A NORTH-SOUTH FENCE AND 3 FEET NORTHEAST OF SOUTHWEST
 NC0944'FENCE CORNER OF OLD APPLE ORCHARD.  IT IS 8 FEET NORTH OF THE
 NC0944'CENTER LINE OF ROAD AND 67 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 NC0944'FARMHOUSE.
 NC0944'
 NC0944'STATION IS REACHED AS FOLLOWS--FROM VARYSBURG GO WEST ON
 NC0944'U.S. HIGHWAY NO.20 FOR 7.0 MILES TO STRYKERSVILLE-COWLESVILLE
 NC0944'ROAD.  TURN LEFT (SOUTH) FOR 1.2 MILES TO T-ROAD.  TURN RIGHT
 NC0944'(WEST) AND FOLLOW SPRING ROAD FOR 0.75 MILE TO STATION.
 NC0944'
 NC0944'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 NC0944
 NC0944                          STATION RECOVERY (1962)
 NC0944
 NC0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LM)
 NC0944'THIS STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  HOWEVER,
 NC0944'THERE IS DEFINITE PROOF THE MARK AND THE REFERENCE MARKS WERE
 NC0944'MOVED DURING ROAD CONSTRUCTION.  WE TALKED WITH THE MAN THAT
 NC0944'MOVED IT.
 NC0944
 NC0944                          STATION RECOVERY (1973)
 NC0944
 NC0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC0944'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NC0944'WERE RECOVERED AND FOUND IN GOOD CONDITION BUT THE STATION MARK
 NC0944'AND BOTH REFERENCE MARKS HAD BEEN MOVED BY WYOMING COUNTY WHEN A
 NC0944'NEW ROAD WAS BUILT.  THIS WAS PROVEN BY DOUBLE CHECKING DISTANCE
 NC0944'AND DIRECTION IN THE FIELD AND WORKING AN INVERSE COMPUTATION IN
 NC0944'THE OFFICE.
 NC0944'
 NC0944'TRIANGULATION STATION DUTCH 2 WAS ESTABLISHED AT THIS TIME.  FOR
 NC0944'FURTHER INFORMATION CONCERNING THIS STATION SEE DESCRIPTION TO
 NC0944'DUTCH 2.
 NC0944'
 NC0944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 NC0944'1-1/2 MILES EAST OF WALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0949 ***********************************************************************
 NC0949  DESIGNATION -  DUTCH 2
 NC0949  PID         -  NC0949
 NC0949  STATE/COUNTY-  NY/WYOMING
 NC0949  USGS QUAD   -  STRYKERSVILLE (1979)
 NC0949
 NC0949                         *CURRENT SURVEY CONTROL
 NC0949  ___________________________________________________________________
 NC0949* NAD 83(1996)-  42 44 53.59752(N)    078 27 32.30568(W)     ADJUSTED  
 NC0949* NAVD 88     -       446.1    (meters)    1464.     (feet)  VERTCON   
 NC0949  ___________________________________________________________________
 NC0949  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 NC0949  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NC0949
 NC0949  HORZ ORDER  -  FIRST
 NC0949
 NC0949.The horizontal coordinates were established by classical geodetic methods
 NC0949.and adjusted by the National Geodetic Survey in January 1999..
 NC0949
 NC0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC0949
 NC0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0949
 NC0949.The geoid height was determined by GEOID03.
 NC0949
 NC0949;                    North         East     Units Scale Factor Converg.
 NC0949;SPC NY W     -   305,209.136   360,181.067   MT  0.99993877   +0 05 03.9
 NC0949;SPC NY W     - 1,001,340.31  1,181,694.05   sFT  0.99993877   +0 05 03.9
 NC0949;UTM  17      - 4,735,987.118   707,963.979   MT  1.00013211   +1 43 31.5
 NC0949
 NC0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0949!SPC NY W     -   0.99993540  x   0.99993877  =   0.99987417
 NC0949!UTM  17      -   0.99993540  x   1.00013211  =   1.00006750
 NC0949
 NC0949|---------------------------------------------------------------------|
 NC0949| PID    Reference Object                     Distance      Geod. Az  |
 NC0949|                                                           dddmmss.s |
 NC0949| CZ9338 DUTCH 2 RM 1                         21.598 METERS 00214     |
 NC0949| CZ9337 DUTCH 2 AZ MK                                      0613014.2 |
 NC0949| CZ9339 DUTCH 2 RM 2                         20.319 METERS 31702     |
 NC0949|---------------------------------------------------------------------|
 NC0949
 NC0949                          SUPERSEDED SURVEY CONTROL
 NC0949
 NC0949  NAD 83(1986)-  42 44 53.60406(N)    078 27 32.30214(W) AD(       ) 1
 NC0949  NAD 27      -  42 44 53.38710(N)    078 27 33.22986(W) AD(       ) 1
 NC0949  NGVD 29 (07/19/86)  446.2    (m)         1464.     (f) VERT ANG       
 NC0949
 NC0949.Superseded values are not recommended for survey control.
 NC0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0949.See file dsdata.txt to determine how the superseded data were derived.
 NC0949
 NC0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH0796435987(NAD 83)
 NC0949_MARKER: DS = TRIANGULATION STATION DISK
 NC0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0949
 NC0949  HISTORY     - Date     Condition        Report By
 NC0949  HISTORY     - 1973     MONUMENTED       NGS
 NC0949  HISTORY     - 1974     GOOD             NYDT
 NC0949
 NC0949                          STATION DESCRIPTION
 NC0949
 NC0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 NC0949'THE STATION IS LOCATED 7 MILES NORTHEAST OF SOUTH WALES, 4-1/4
 NC0949'MILES SOUTHEAST OF WALES CENTER, 1-1/2 MILES EAST OF WALES, 1/2
 NC0949'MILE EAST OF THE WYOMING-ERIE COUNTY LINE AND ON PROPERTY OWNED
 NC0949'BY MR. WILLIAM NIXON.
 NC0949'
 NC0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20A AND
 NC0949'STATE HIGHWAY 358 IN WALES CENTER GO EAST ON HIGHWAY 20A FOR 3.6
 NC0949'MILES TO THE ERIE-WYOMING COUNTY LINE.  CONTINUE EAST ON HIGHWAY
 NC0949'20A FOR 0.9 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 NC0949'COUNTY ROAD 35 FOR 1.35 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 NC0949'WEST ON BLOECHER ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 NC0949'RIGHT.  CONTINUE WEST ON BLOECHER ROAD FOR 0.25 MILE TO THE
 NC0949'STATION ON THE LEFT AS DESCRIBED.
 NC0949'
 NC0949'STATION MARK, STAMPED DUTCH 2 1973 IS A STANDARD DISK SET IN A
 NC0949'SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  IT IS 33.5
 NC0949'FEET SOUTH OF THE CENTER OF BLOECHER ROAD, 15 FEET NORTHWEST OF A
 NC0949'15-INCH TREE, 12.5 FEET NORTHEAST OF A 20-INCH TREE AND 3 FEET
 NC0949'NORTH OF A METAL WITNESS POST.
 NC0949'
 NC0949'REFERENCE MARK 1, STAMPED DUTCH 2 NO 1 1973 IS A STANDARD DISK
 NC0949'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  IT IS
 NC0949'73.5 FEET NORTHEAST OF THE METAL WITNESS POST SET AT THE STATION,
 NC0949'30 FEET NORTH OF THE CENTER OF BLOECHER ROAD, 6.5 FEET NORTH OF A
 NC0949'WIRE FENCE, AND 2.5 FEET WEST OF A METAL WITNESS POST.
 NC0949'
 NC0949'REFERENCE MARK 2, STAMPED DUTCH 2 NO 2 1973 IS A STANDARD DISK
 NC0949'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 NC0949'69.5 FEET NORTHWEST OF THE METAL WITNESS POST SET AT THE STATION,
 NC0949'31 FEET NORTH OF THE CENTER OF BLOECHER ROAD, 7.5 FEET NORTH OF A
 NC0949'WIRE FENCE AND 1.7 FEET EAST OF A METAL WITNESS POST.
 NC0949'
 NC0949'AZIMUTH MARK, STAMPED DUTCH 2 1973 IS A STANDARD DISK SET IN A
 NC0949'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 47.5
 NC0949'FEET NORTH OF BLOECHER ROAD, 38.5 FEET EAST OF AN 18-INCH PINE
 NC0949'TREE, 30 FEET SOUTH OF A 36-INCH TREE AND 22.5 FEET NORTHEAST OF
 NC0949'POWER POLE NUMBER 4-2.
 NC0949'
 NC0949'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 NC0949
 NC0949                          STATION RECOVERY (1974)
 NC0949
 NC0949'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 NC0949'THE STATION IS LOCATED 7 MILES NE OF SOUTH WALES, 4-1/4 MILES SE
 NC0949'OF WALES CENTER, 1-1/2 MILES EAST OF WALES, 1/2 MILE EAST OF THE
 NC0949'WYOMING-ERIE CO. LINE AND ON PROPERTY OWNED BY MR. WM. NIXON.
 NC0949'
 NC0949'STA. MK., STAMPED DUTCH 2 1973 IS A STD. DISK SET IN A
 NC0949'SQ. CONC. MONUMENT THAT PROJECTS 12 INCHES.  IT IS 33.5 FT. SOUTH OF
 NC0949'THE CENTER OF BLOECHER RD., 15 FT. NW OF A 15 INCH TREE, 12.5 FT.
 NC0949'NE OF A 20-INCH TREE AND 3 FT. NORTH OF A METAL WITNESS POST.
 NC0949'
 NC0949'RM 1, STAMPED DUTCH 2 NO 1 1973 IS A STD. DISK SET IN A
 NC0949'SQ. CONC. MONUMENT THAT PROJECTS 12 INCHES.  IT IS 73.5 FT. NE OF
 NC0949'THE METAL WITNESS POST SET AT THE STATION, 30 FT. NORTH OF THE
 NC0949'CENTER OF BLOECHER RD., 6.5 FT. NORTH OF A WIRE FENCE, AND 2.5
 NC0949'FT. WEST OF A METAL WITNESS POST.
 NC0949'
 NC0949'RM 2, STAMPED DUTCH 2 NO 2 1973 IS A STD. DISK SET IN A
 NC0949'SQ. CONC. MONUMENT THAT PROJECTS 6 INCHES.  IT IS 69.5 FT. NW
 NC0949'OF THE METAL WITNESS POST SET AT THE STATION, 31 FT. NORTH OF THE
 NC0949'CENTER OF BLOECHER RD., 7.5 FT. NORTH OF A WIRE FENCE AND
 NC0949'1.7 FT. EAST OF A METAL WITNESS POST.
 NC0949'
 NC0949'AZ. MK., STAMPED DUTCH 2 1973 IS A STD. DISK SET IN A
 NC0949'SQ. CONC. MONUMENT THAT PROJECTS 4 INCHES.  IT IS 47.5 FT. NORTH
 NC0949'OF BLOECHER RD., 38.5 FT. EAST OF AN 18-INCH PINE TREE, 30 FT.
 NC0949'SOUTH OF A 36-INCH TREE AND 22.5 FT. NE OF POWER POLE NUMBER 4-2.
 NC0949'
 NC0949'TO REACH STATION FROM THE JUNCTION OF U.S. HGWY 20A AND CR-385
 NC0949'(SCHANG WOODS RD.) IN WALES CENTER GO E ON HIGHWAY FOR 0.8 MI. TO
 NC0949'THE ERIE-WYOMING CO. LINE.  CONTINUE EAST ON HIGHWAY 20A FOR 0.9
 NC0949'MI. TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON CO. RD. 35 FOR
 NC0949'1.35 MI. TO A CROSSROAD.  TURN RIGHT AND GO WEST ON BLOECHER
 NC0949'RD. FOR 0.5 MI. TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 NC0949'ON BLOECHER RD. FOR 0.25 MI. TO THE STATION ON THE LEFT AS
 NC0949'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1341 ***********************************************************************
 OF1341  DESIGNATION -  DUTCH HILL
 OF1341  PID         -  OF1341
 OF1341  STATE/COUNTY-  NY/OSWEGO
 OF1341  USGS QUAD   -  MALLORY (1978)
 OF1341
 OF1341                         *CURRENT SURVEY CONTROL
 OF1341  ___________________________________________________________________
 OF1341* NAD 83(1996)-  43 21 55.50317(N)    076 01 03.57973(W)     ADJUSTED  
 OF1341* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 OF1341  ___________________________________________________________________
 OF1341  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 OF1341  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OF1341
 OF1341  HORZ ORDER  -  FIRST
 OF1341
 OF1341.The horizontal coordinates were established by classical geodetic methods
 OF1341.and adjusted by the National Geodetic Survey in January 1999..
 OF1341
 OF1341.The orthometric height was scaled from a topographic map.
 OF1341
 OF1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1341
 OF1341.The geoid height was determined by GEOID03.
 OF1341
 OF1341;                    North         East     Units Scale Factor Converg.
 OF1341;SPC NY C     -   373,919.438   295,848.365   MT  0.99996335   +0 23 18.3
 OF1341;SPC NY C     - 1,226,767.36    970,629.18   sFT  0.99996335   +0 23 18.3
 OF1341;UTM  18      - 4,801,897.928   417,545.112   MT  0.99968363   -0 41 55.7
 OF1341
 OF1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1341!SPC NY C     -   0.99997347  x   0.99996335  =   0.99993682
 OF1341!UTM  18      -   0.99997347  x   0.99968363  =   0.99965711
 OF1341
 OF1341|---------------------------------------------------------------------|
 OF1341| PID    Reference Object                     Distance      Geod. Az  |
 OF1341|                                                           dddmmss.s |
 OF1341| CZ8220 DUTCH HILL RM 2                      26.392 METERS 10159     |
 OF1341| OE1987 KIBBY                               APPROX.10.0 KM 1672136.9 |
 OF1341| CZ8218 DUTCH HILL AZ MK                                   1954149.4 |
 OF1341| CZ8219 DUTCH HILL RM 1                      26.555 METERS 20212     |
 OF1341|---------------------------------------------------------------------|
 OF1341
 OF1341                          SUPERSEDED SURVEY CONTROL
 OF1341
 OF1341  NAD 83(1986)-  43 21 55.50793(N)    076 01 03.57688(W) AD(       ) 1
 OF1341  NAD 27      -  43 21 55.25400(N)    076 01 04.86400(W) AD(       ) 1
 OF1341
 OF1341.Superseded values are not recommended for survey control.
 OF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1341.See file dsdata.txt to determine how the superseded data were derived.
 OF1341
 OF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP1754501898(NAD 83)
 OF1341_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1341
 OF1341  HISTORY     - Date     Condition        Report By
 OF1341  HISTORY     - 1942     MONUMENTED       CGS
 OF1341  HISTORY     - 1974     SEE DESCRIPTION  NYDT
 OF1341
 OF1341                          STATION DESCRIPTION
 OF1341
 OF1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 OF1341'STATION IS LOCATED ABOUT 2 MILES SW OF WEST AMBOY N.Y. ON HILL
 OF1341'KNOWN LOCALLY AS DUTCH HILL.  STATION IS SITUATED IN EXTREME
 OF1341'NW CORNER OF FIELD ABOUT 5 PACES S OF E-W STONE FENCE, AND 5
 OF1341'PACES E OF N-S STONE FENCE.
 OF1341'
 OF1341'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OF1341'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OF1341'
 OF1341'REFERENCE MARK NO.1 IS E OF STATION, AND 2 PACES S OF E-W STONE
 OF1341'FENCE.
 OF1341'
 OF1341'REFERENCE MARK NO.2 IS S OF STATION, AND 2 PACES E OF N-S STONE
 OF1341'FENCE.
 OF1341'
 OF1341'AZIMUTH MARK IS REACHED BY GOING S ON ROAD PAST STATION FOR 0.3
 OF1341'MILES TO HOUSE ON RIGHT.  MARKER IS LOCATED 9 PACES W OF ROAD,
 OF1341'AND 18 PACES NE OF HOUSE.
 OF1341'
 OF1341'ALL MARKS STAMPED WITH NAME AND DATE OF STATION.
 OF1341'
 OF1341'STATION IS REACHED FROM WEST AMBOY ON STATE ROUTE 69 AT
 OF1341'A.J. WILCOXS GENL STORE BY GOING E ON ROUTE 69 FOR 0.15 MILES
 OF1341'TO NARROW PAVED SIDE ROAD RIGHT JUST AFTER CROSSING SMALL CREEK,
 OF1341'TURN RIGHT S AND W, AND GO 1.4 MILES TO END OF
 OF1341'PAVEMENT.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.9 MILE
 OF1341'TO GAP IN STONE FENCE ON RIGHT AND TRIANGULAR BLAZE ON POWER
 OF1341'POLE.  THEN TURN RIGHT W, INTO FIELD WHERE STATION IS LOCATED.
 OF1341'
 OF1341'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF1341
 OF1341                          STATION RECOVERY (1974)
 OF1341
 OF1341'RECOVERY NOTE BY NY DEPT OF TRANSP 1974
 OF1341'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OF1341'CONDITION.  AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED DESTROYED
 OF1341'BY RECONSTRUCTION WORK ON COUNTY RTE. 26.  DISTANCE AND ANGLES
 OF1341'TO REFERENCE MARKS WERE NOT CHECKED.  VIEW FROM STATION IS
 OF1341'COMPLETELY BLOCKED BY TIMBER.
 OF1341'
 OF1341'STATION MARK IS A STANDARD DISK STAMPED DUTCH HILL 1942, SET IN
 OF1341'THE TOP OF AN 11-INCH-SQUARE CONCRETE MONUMENT PROJECTING 2
 OF1341'INCHES.  LOCATED IN STONE FENCE CORNER IN NORTHWEST CORNER OF
 OF1341'TIMBERED AREA.
 OF1341'
 OF1341'RM NO. 1 IS A STANDARD DISK STAMPED DUTCH HILL NO 1 1942, SET
 OF1341'IN THE TOP OF AN 11-INCH-SQUARE CONCRETE MONUMENT PROJECTING 5
 OF1341'INCHES.
 OF1341'
 OF1341'RM NO. 2 IS A STANDARD DISK STAMPED DUTCH HILL NO 2 1942, SET
 OF1341'IN THE TOP OF AN 11-INCH-SQUARE CONCRETE MONUMENT PROJECTING 3
 OF1341'INCHES.
 OF1341'
 OF1341'TO REACH STATION FROM INTERSECTION OF N.Y. RTE. 69 AND COUNTY
 OF1341'RTE. 26 IN WEST AMBOY, GO SOUTHWEST ON C.R. 26 FOR 2.05 MILES
 OF1341'TO OLD DIRT ROAD ON RIGHT, AT HIGH POINT OF ROAD.  GO RIGHT,
 OF1341'WEST, ABOUT 600 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1454 ***********************************************************************
 OD1454  DESIGNATION -  DUTCHER
 OD1454  PID         -  OD1454
 OD1454  STATE/COUNTY-  NY/WASHINGTON
 OD1454  USGS QUAD   -  HUDSON FALLS (1966)
 OD1454
 OD1454                         *CURRENT SURVEY CONTROL
 OD1454  ___________________________________________________________________
 OD1454* NAD 83(1996)-  43 17 10.82835(N)    073 34 17.85319(W)     ADJUSTED  
 OD1454* NAVD 88     -        76.4    (meters)     251.     (feet)  VERTCON   
 OD1454  ___________________________________________________________________
 OD1454  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 OD1454  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 OD1454
 OD1454  HORZ ORDER  -  FIRST
 OD1454
 OD1454.The horizontal coordinates were established by classical geodetic methods
 OD1454.and adjusted by the National Geodetic Survey in January 1999..
 OD1454
 OD1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 OD1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OD1454
 OD1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD1454
 OD1454.The geoid height was determined by GEOID03.
 OD1454
 OD1454;                    North         East     Units Scale Factor Converg.
 OD1454;SPC NY E     -   494,898.512   225,340.720   MT  0.99996980   +0 38 11.6
 OD1454;SPC NY E     - 1,623,679.53    739,305.35   sFT  0.99996980   +0 38 11.6
 OD1454;UTM  18      - 4,793,603.800   615,883.070   MT  0.99976519   +0 58 46.1
 OD1454
 OD1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD1454!SPC NY E     -   0.99999275  x   0.99996980  =   0.99996255
 OD1454!UTM  18      -   0.99999275  x   0.99976519  =   0.99975794
 OD1454
 OD1454:                Primary Azimuth Mark                     Grid Az
 OD1454:SPC NY E     -  KINGSBURY RESET                          022 38 02.0
 OD1454:UTM  18      -  KINGSBURY RESET                          022 17 27.5
 OD1454
 OD1454|---------------------------------------------------------------------|
 OD1454| PID    Reference Object                     Distance      Geod. Az  |
 OD1454|                                                           dddmmss.s |
 OD1454| OD1456 KINGSBURY RESET                     APPROX. 9.3 KM 0231613.6 |
 OD1454| OD1549 AIRWAY BCN 17 BURLINGTON TO NY      APPROX. 8.9 KM 2155619.6 |
 OD1454| OD1451 FORT EDWARD MUNICIPAL TANK          APPROX. 1.7 KM 2312017.8 |
 OD1454| DA2520 DUTCHER RM 1                         19.832 METERS 23759     |
 OD1454| OD1476 MOREAU MUN TANK                     APPROX. 7.2 KM 2552828.7 |
 OD1454| DA2519 DUTCHER AZ MK                                      2582718.1 |
 OD1454| OD1450 FORT EDWARD GE PLANT TANK           APPROX. 1.4 KM 2640811.1 |
 OD1454| DA2522 DUTCHER RM 3                                       27325     |
 OD1454| OD1693 WEST MTN RAD STA WWSC FM MAST       APPROX.14.7 KM 2773939.7 |
 OD1454| OD1470 SOUTH GLENS FALLS MUN SPIPE         APPROX. 5.4 KM 2822132.5 |
 OD1454| OD1462 HUDSON FALLS GE CO STACK            APPROX. 1.9 KM 2970553.2 |
 OD1454| OD1460 GLENS FALLS RAD STA WWSC MAST       APPROX. 5.3 KM 3084255.2 |
 OD1454| OD1448 GLENS FALLS UNION B AND P TK        APPROX. 2.4 KM 3092419.5 |
 OD1454| OD1452 HUDSON FALLS ST PAULS CATH CH       APPROX. 2.2 KM 3225604.9 |
 OD1454| OD1453 HUDSON FALLS SP BR CO SPIPE         APPROX. 2.2 KM 3265859.8 |
 OD1454| OD1461 AIRPORT BCN WARREN CO APT           APPROX. 6.4 KM 3374622.4 |
 OD1454| DA2521 DUTCHER RM 2                         37.405 METERS 34647     |
 OD1454|---------------------------------------------------------------------|
 OD1454
 OD1454                          SUPERSEDED SURVEY CONTROL
 OD1454
 OD1454  NAD 83(1996)-  43 17 10.83028(N)    073 34 17.85309(W) AD(       ) 1
 OD1454  NAD 83(1992)-  43 17 10.83075(N)    073 34 17.85287(W) AD(       ) 1
 OD1454  NAD 83(1986)-  43 17 10.83214(N)    073 34 17.85334(W) AD(       ) 1
 OD1454  NAD 27      -  43 17 10.56965(N)    073 34 19.43953(W) AD(       ) 1
 OD1454  NGVD 29 (07/19/86)   76.6    (m)          251.     (f) VERT ANG       
 OD1454
 OD1454.Superseded values are not recommended for survey control.
 OD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD1454.See file dsdata.txt to determine how the superseded data were derived.
 OD1454
 OD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN1588393604(NAD 83)
 OD1454_MARKER: U = CONCRETE POST
 OD1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD1454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OD1454
 OD1454  HISTORY     - Date     Condition        Report By
 OD1454  HISTORY     - 1915     MONUMENTED       USLS
 OD1454  HISTORY     - 1942     GOOD             CGS
 OD1454  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OD1454
 OD1454                          STATION DESCRIPTION
 OD1454
 OD1454'DESCRIBED BY US LAKE SURVEY 1915
 OD1454'STATION IS ON THE SANDY POINT N OF THE ROAD ON DUTCHERS FARM, 1
 OD1454'MILE SE OF HUDSON FALLS.  IT IS MARKED BY A CONCRETE MONUMENT,
 OD1454'BOTTOM 3 FEET UNDER AND TOP 6 INCHES ABOVE THE SURFACE.
 OD1454
 OD1454                          STATION RECOVERY (1942)
 OD1454
 OD1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 OD1454'THE STATION IS A U.S. LAKE SURVEY STATION LOCATED 1 MILE, AIR
 OD1454'LINE, SE OF HUDSON FALLS, ON THE E SLOPE OF A SANDY RIDGE AND
 OD1454'ABOUT 7 FEET LOWER THAN THE SUMMIT OF THE RIDGE.  IT IS 88 FEET
 OD1454'SE OF A 5-INCH LONE ELM TREE ON TOP OF THE RIDGE, 34 FEET NW OF
 OD1454'AN OAK TREE ON THE SLOPE OF THE RIDGE AND 32 FEET SW OF A WILD
 OD1454'CHERRY TREE ON THE SLOPE OF THE RIDGE.  THE TREES ARE MARKED
 OD1454'WITH TRIANGULAR BLAZES.  THE MARK IS A ROUND CONCRETE POST 8
 OD1454'INCHES IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT
 OD1454'HAS A RAILROAD SPIKE WITH A CROSS FILED ON THE HEAD SET IN
 OD1454'THE CENTER AND TOP OF THE CONCRETE POST AND U.S.L.S. 1915 IS
 OD1454'MARKED IN THE TOP OF THE POST.
 OD1454'
 OD1454'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE POSTS.
 OD1454'
 OD1454'REFERENCE MARK NO.1 IS SW OF THE STATION, 3 FEET ENE OF A TWIN
 OD1454'OAK TREE, STAMPED DUTCHER U.S.L.S. NO.1 1942 AND PROJECTS 4 INCHES.
 OD1454'
 OD1454'REFERENCE MARK NO.2 IS NNE OF THE STATION, ON THE E EDGE OF
 OD1454'THE RIDGE, 5 FEET W OF A BEECHNUT TREE, STAMPED DUTCHER
 OD1454'U.S.L.S. NO.2 1942 AND PROJECTS 6 INCHES.
 OD1454'
 OD1454'THE AZIMUTH MARK IS ABOUT 0.25 MILE SW OF THE STATION, 17 FEET
 OD1454'N OF THE CENTER OF THE DIRT ROAD, 38 FEET W OF THE CENTER OF A
 OD1454'ROAD LEADING INTO A LARGE SAND PIT AND 4 FEET E OF A TWIN MAPLE
 OD1454'TREE.  IT IS STAMPED DUTCHER U.S.L.S. 1942 AND PROJECTS 6
 OD1454'INCHES.  TO REACH FROM THE STATION RETURN TO THE MAIN DIRT ROAD
 OD1454'THEN GO W 0.1 MILE TO THE MARK ON THE RIGHT.
 OD1454'
 OD1454'TO REACH THE STATION FROM HUDSON FALLS AND THE JUNCTION OF
 OD1454'STATE HIGHWAYS 32B AND 4 GO S ON HIGHWAY 4 FOR 1.4 MILES.  TURN
 OD1454'LEFT AT SMITHS ESSO STATION FOR 0.25 MILE, THEN TURN LEFT FOR
 OD1454'0.35 MILE.  TURN RIGHT ON A DIRT ROAD AND GO 0.25 MILE (THE
 OD1454'AZIMUTH MARK IS 0.15 MILE E ALONG THIS ROAD) THEN TURN LEFT ON A
 OD1454'FIELD ROAD AND GO NORTHEASTERLY 0.1 MILE TO A FENCE
 OD1454'CORNER.  CROSS FENCE AND GO SOUTHWESTERLY DOWN SAND RIDGE 0.1
 OD1454'MILE TO THE STATION.
 OD1454'
 OD1454'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT KINGSBURY (U.S.L.S.).
 OD1454'
 OD1454'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT WILLIAMS.
 OD1454'
 OD1454'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT TRIPP (U.S.L.S.), A
 OD1454'74-FOOT LIGHT AT GRIFFIN (U.S.L.S.), A 74-FOOT LIGHT AT
 OD1454'GREENWICH 1874 AND A 100-FOOT LIGHT AT MC NEIL.
 OD1454'
 OD1454'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OD1454
 OD1454                          STATION RECOVERY (1973)
 OD1454
 OD1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 OD1454'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 OD1454'WERE RECOVERED.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM
 OD1454'EITHER THE GROUND OR TOWER DUE TO TREES AND BRUSH, THEREFORE
 OD1454'REFERENCE MARK 3 WAS ESTABLISHED AND WILL SERVE AS THE AZIMUTH
 OD1454'MARK.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED
 OD1454'THE 1942 DATA ADEQUATELY.  THE DISTANCE TO REFERENCE MARK 1 DID
 OD1454'NOT CHECK THE 1942 DATA BY 0.038 METER OR 0.12 FOOT AND THE
 OD1454'DIRECTION TO THE MARK DID NOT CHECK BY 3 MINUTES AND 46
 OD1454'SECONDS.  FOLLOWING IS A NEW DESCRIPTION.
 OD1454'
 OD1454'THE STATION IS ABOUT 1 MILE NORTH AND 1/2 MILE EAST OF FORT
 OD1454'EDWARD, 1 MILE SOUTH AND 1 MILE EAST OF HUDSON FALLS, ON THE
 OD1454'EAST SLOPE AND ABOUT 7 FEET LOWER THAN THE SUMMIT OF A RIDGE
 OD1454'AND ON PROPERTY OF ENNIO RUGGI, WHOSE ADDRESS IS 15 BURGOYNE
 OD1454'AVENUE, HUDSON FALLS, NEW YORK 12839.
 OD1454'
 OD1454'TO REACH THE STATION FROM THE POST OFFICE IN FORT EDWARD, GO
 OD1454'NORTH ON U.S. HIGHWAY 4, (BROADWAY STREET), FOR 1.25 MILES TO A
 OD1454'SIDE ROAD RIGHT, GATES AVENUE, AND A CEMETERY IN THE NORTHEAST
 OD1454'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO EAST ON GATES
 OD1454'AVENUE FOR 0.3 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND
 OD1454'GO SOUTH ON BURGOYNE AVENUE FOR ABOUT 100 FEET TO SMITH STREET
 OD1454'ON THE LEFT.  TURN LEFT AND GO EAST ON SMITH STREET FOR 0.25
 OD1454'MILE TO THE AZIMUTH MARK ON THE LEFT AT THE END OF SMITH
 OD1454'STREET.  CONTINUE EAST ON A TRACK ROAD FOR 0.2 MILE TO A GATE
 OD1454'STRAIGHT AHEAD AND A FIELD ENTRANCE ROAD ON THE LEFT.  TURN
 OD1454'LEFT AND GO UP A GRADE TO THE SOUTH SIDE OF AN OPEN FIELD,
 OD1454'THEN EAST ALONG THE SOUTH SIDE OF THE OPEN FIELD FOR 0.1 MILE
 OD1454'TO THE STATION AT THE SOUTHEAST CORNER OF THE FIELD.  TO REACH
 OD1454'REFERENCE MARK 3 FROM THE STATION GO WEST ACROSS THE
 OD1454'FIELD FOR 0.1 MILE TO THE EDGE OF THE WOODS AND THE MARK.
 OD1454'
 OD1454'STATION MARK IS A 1-INCH STEEL PIN WITH A CROSS FILED IN THE
 OD1454'TOP OF IT, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 OD1454'MONUMENT THAT HAS THE LETTERS USLS 1915 ENGRAVED IN THE
 OD1454'CONCRETE AND IS ABOUT 1 INCH BELOW THE GROUND SURFACE.  IT IS
 OD1454'32.6 FEET NORTH OF AN OAK TREE 18 INCHES IN DIAMETER, AND 4.6
 OD1454'FEET EAST OF A FENCE CORNER POST.
 OD1454'
 OD1454'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUTCHER USLS NO 1
 OD1454'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OD1454'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 4.0 FEET EAST OF A
 OD1454'TRIPLE TRUNKED OAK TREE, 2.3 FEET NORTH OF A FENCE AND ABOUT 1
 OD1454'FOOT HIGHER THAN THE STATION.
 OD1454'
 OD1454'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUTCHER USLS NO 2
 OD1454'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OD1454'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 10.8 FEET EAST OF
 OD1454'THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 OD1454'
 OD1454'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DUTCHER USLS 1942
 OD1454'NO 3 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OD1454'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 21.0
 OD1454'FEET NORTH OF AN OAK TREE THAT IS 16 INCHES IN DIAMETER, 2.5
 OD1454'FEET SOUTHEAST OF A WITNESS POST AND AT THE WEST SIDE OF THE
 OD1454'OPEN FIELD.
 OD1454'
 OD1454'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUTCHER USLS 1942,
 OD1454'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 OD1454'INCHES ABOVE THE GROUND.  IT IS 18.0 FEET NORTH OF THE CENTER
 OD1454'OF SMITH STREET, AND 4.5 FEET EAST OF A TWIN TRUNKED MAPLE
 OD1454'TREE.  (NOTE 16A)
 OD1454'
 OD1454'HEIGHT OF LIGHT ABOVE STATION MARK 100.2 FEET.
 OD1454'
 OD1454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OD1454'1 MILE NORTH-NORTHEAST OF FORT EDWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1134 ***********************************************************************
 LX1134  DESIGNATION -  DUTCHESS JCT
 LX1134  PID         -  LX1134
 LX1134  STATE/COUNTY-  NY/DUTCHESS
 LX1134  USGS QUAD   -  WEST POINT (1981)
 LX1134
 LX1134                         *CURRENT SURVEY CONTROL
 LX1134  ___________________________________________________________________
 LX1134* NAD 83(1986)-  41 28 49.     (N)    073 58 57.     (W)     SCALED    
 LX1134* NAVD 88     -         4.318  (meters)      14.17   (feet)  ADJUSTED  
 LX1134  ___________________________________________________________________
 LX1134  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LX1134  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 LX1134  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 LX1134
 LX1134  VERT ORDER  -  FIRST     CLASS II
 LX1134
 LX1134.The horizontal coordinates were scaled from a topographic map and have
 LX1134.an estimated accuracy of +/- 6 seconds.
 LX1134
 LX1134.The orthometric height was determined by differential leveling
 LX1134.and adjusted by the National Geodetic Survey in June 1991..
 LX1134
 LX1134.The geoid height was determined by GEOID03.
 LX1134
 LX1134.The dynamic height is computed by dividing the NAVD 88
 LX1134.geopotential number by the normal gravity value computed on the
 LX1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1134.degrees latitude (g = 980.6199 gals.).
 LX1134
 LX1134.The modeled gravity was interpolated from observed gravity values.
 LX1134
 LX1134;                    North         East    Units  Estimated Accuracy
 LX1134;SPC NY E     -   294,010.      193,220.      MT  (+/- 180 meters Scaled)
 LX1134
 LX1134                          SUPERSEDED SURVEY CONTROL
 LX1134
 LX1134  NGVD 29 (??/??/92)    4.60   (m)           15.1    (f) COMPUTED    1 2
 LX1134
 LX1134.Superseded values are not recommended for survey control.
 LX1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1134.See file dsdata.txt to determine how the superseded data were derived.
 LX1134
 LX1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL849925(NAD 83)
 LX1134_MARKER: DB = BENCH MARK DISK
 LX1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1134_SP_SET: OVERPASS BASE
 LX1134_STAMPING: DUTCHESS JCT 1933
 LX1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1134
 LX1134  HISTORY     - Date     Condition        Report By
 LX1134  HISTORY     - 1933     MONUMENTED       CGS
 LX1134  HISTORY     - 1955     GOOD             NGS
 LX1134
 LX1134                          STATION DESCRIPTION
 LX1134
 LX1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1134'1.8 MI S FROM BEACON.
 LX1134'1.75 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1134'STATION AT BEACON, ABOUT 0.25 MILE NORTH OF MILE POST NY 57, AT
 LX1134'DUTCHESS JUNCTION (ABANDONED), IN THE TOP OF THE NORTHWEST
 LX1134'CORNER OF ABANDONED CONCRETE BASE OF OLD PEDESTRIAN OVERPASS,
 LX1134'14 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 84 FEET NORTH OF A
 LX1134'FENCE CORNER, 16 1/2 FEET WEST-SOUTHWEST OF TELEPHONE POLE NO.
 LX1134'57/16, ABOUT 2 1/2 FEET ABOVE GROUND AND ABOUT 1/2 FOOT BELOW
 LX1134'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1318 ***********************************************************************
 NB1318  DESIGNATION -  DUVALL
 NB1318  PID         -  NB1318
 NB1318  STATE/COUNTY-  NY/LIVINGSTON
 NB1318  USGS QUAD   -  NUNDA (1972)
 NB1318
 NB1318                         *CURRENT SURVEY CONTROL
 NB1318  ___________________________________________________________________
 NB1318* NAD 83(1986)-  42 32 45.     (N)    077 56 55.     (W)     SCALED    
 NB1318* NAVD 88     -       407.468  (meters)    1336.83   (feet)  ADJUSTED  
 NB1318  ___________________________________________________________________
 NB1318  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NB1318  DYNAMIC HT  -         407.335 (meters)    1336.40  (feet)  COMP
 NB1318  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 NB1318
 NB1318  VERT ORDER  -  FIRST     CLASS II
 NB1318
 NB1318.The horizontal coordinates were scaled from a topographic map and have
 NB1318.an estimated accuracy of +/- 6 seconds.
 NB1318
 NB1318.The orthometric height was determined by differential leveling
 NB1318.and adjusted by the National Geodetic Survey in June 1991..
 NB1318
 NB1318.The geoid height was determined by GEOID03.
 NB1318
 NB1318.The dynamic height is computed by dividing the NAVD 88
 NB1318.geopotential number by the normal gravity value computed on the
 NB1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1318.degrees latitude (g = 980.6199 gals.).
 NB1318
 NB1318.The modeled gravity was interpolated from observed gravity values.
 NB1318
 NB1318;                    North         East    Units  Estimated Accuracy
 NB1318;SPC NY W     -   282,920.      402,130.      MT  (+/- 180 meters Scaled)
 NB1318
 NB1318                          SUPERSEDED SURVEY CONTROL
 NB1318
 NB1318  NGVD 29 (??/??/92)  407.616  (m)         1337.32   (f) ADJ UNCH    1 2
 NB1318
 NB1318.Superseded values are not recommended for survey control.
 NB1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1318.See file dsdata.txt to determine how the superseded data were derived.
 NB1318
 NB1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN578145(NAD 83)
 NB1318_MARKER: DB = BENCH MARK DISK
 NB1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1318_SP_SET: CULVERT
 NB1318_STAMPING: DUVALL 1934
 NB1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1318
 NB1318  HISTORY     - Date     Condition        Report By
 NB1318  HISTORY     - 1934     MONUMENTED       CGS
 NB1318  HISTORY     - 1941     GOOD             NGS
 NB1318  HISTORY     - 20020320 MARK NOT FOUND   NYDT
 NB1318
 NB1318                          STATION DESCRIPTION
 NB1318
 NB1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1318'0.5 MI N FROM DALTON.
 NB1318'0.5 MILE NORTH ALONG STATE HIGHWAY NO. 408 FROM THE STATION AT
 NB1318'DALTON, SET IN THE SOUTH CORNER OF THE EAST HEADWALL OF A CONCRETE
 NB1318'CULVERT UNDER THE HIGHWAY, AT THE JUNCTION OF STATE HIGHWAYS NO. 63A,
 NB1318'408 AND 351, 39.6 FEET SOUTHWEST OF THE CENTER-LINE OF NO. 63A, 18.2
 NB1318'FEET EAST OF THE CENTER-LINE OF NO. 408, 114 FEET NORTH OF THE
 NB1318'CENTER-LINE OF NO. 351, 14.6 FEET SOUTH OF THE TELEPHONE POLE SET IN
 NB1318'THE NORTH POINT OF THE TRIANGLE FORMED BY THE INTERSECTION. A
 NB1318'STANDARD DISK STAMPED DUVALL 1934.
 NB1318
 NB1318                          STATION RECOVERY (2002)
 NB1318
 NB1318'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 NB1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0336 ***********************************************************************
 OD0336  DESIGNATION -  DW CHUBB
 OD0336  PID         -  OD0336
 OD0336  STATE/COUNTY-  NY/WASHINGTON
 OD0336  USGS QUAD   -  PUTNAM (1950)
 OD0336
 OD0336                         *CURRENT SURVEY CONTROL
 OD0336  ___________________________________________________________________
 OD0336* NAD 83(1986)-  43 38 20.     (N)    073 25 58.     (W)     SCALED    
 OD0336* NAVD 88     -        32.209  (meters)     105.67   (feet)  POSTED    
 OD0336  ___________________________________________________________________
 OD0336  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 OD0336  DYNAMIC HT  -          32.200 (meters)     105.64  (feet)  COMP
 OD0336  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 OD0336
 OD0336  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OD0336
 OD0336.The horizontal coordinates were scaled from a topographic map and have
 OD0336.an estimated accuracy of +/- 6 seconds.
 OD0336
 OD0336.The orthometric height was determined by differential leveling
 OD0336.and adjusted by the National Geodetic Survey in August 1994..
 OD0336.No vertical observational check was made to the station.
 OD0336.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OD0336.was located on a no-check spur therefore a value was not computed.
 OD0336
 OD0336.The geoid height was determined by GEOID03.
 OD0336
 OD0336.The dynamic height is computed by dividing the NAVD 88
 OD0336.geopotential number by the normal gravity value computed on the
 OD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0336.degrees latitude (g = 980.6199 gals.).
 OD0336
 OD0336.The modeled gravity was interpolated from observed gravity values.
 OD0336
 OD0336;                    North         East    Units  Estimated Accuracy
 OD0336;SPC NY E     -   534,200.      236,110.      MT  (+/- 180 meters Scaled)
 OD0336
 OD0336                          SUPERSEDED SURVEY CONTROL
 OD0336
 OD0336.No superseded survey control is available for this station.
 OD0336
 OD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP264329(NAD 83)
 OD0336_MARKER: Q = CHISELED SQUARE
 OD0336_SETTING: 0 = UNSPECIFIED SETTING
 OD0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0336
 OD0336  HISTORY     - Date     Condition        Report By
 OD0336  HISTORY     - UNK      MONUMENTED       USDWC
 OD0336  HISTORY     - 1934     GOOD             NGS
 OD0336
 OD0336                          STATION DESCRIPTION
 OD0336
 OD0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OD0336'0.16 MI N FROM CHUBBS DOCK.
 OD0336'IT IS ABOUT 800 FEET NORTH OF THE SITE OF THE STATION AT CHUBBS DOCK.
 OD0336'THE STATION IS GONE.  THE MARK IS ABOUT 1 MILE EAST OF HIGHWAY ROUTES
 OD0336'8 AND 22.  THE BRIDGE IS MARKED 84.69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0346 ***********************************************************************
 OD0346  DESIGNATION -  DW DRESDEN
 OD0346  PID         -  OD0346
 OD0346  STATE/COUNTY-  NY/WASHINGTON
 OD0346  USGS QUAD   -  PUTNAM (1950)
 OD0346
 OD0346                         *CURRENT SURVEY CONTROL
 OD0346  ___________________________________________________________________
 OD0346* NAD 83(1986)-  43 40 08.     (N)    073 24 45.     (W)     SCALED    
 OD0346* NAVD 88     -        32.332  (meters)     106.08   (feet)  POSTED    
 OD0346  ___________________________________________________________________
 OD0346  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 OD0346  DYNAMIC HT  -          32.330 (meters)     106.07  (feet)  COMP
 OD0346  MODELED GRAV-     980,436.1   (mgal)                       NAVD 88
 OD0346
 OD0346  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OD0346
 OD0346.The horizontal coordinates were scaled from a topographic map and have
 OD0346.an estimated accuracy of +/- 6 seconds.
 OD0346
 OD0346.The orthometric height was determined by differential leveling
 OD0346.and adjusted by the National Geodetic Survey in 1992..
 OD0346.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OD0346.rate greater than 8.0 mm/km.
 OD0346
 OD0346.The geoid height was determined by GEOID03.
 OD0346
 OD0346.The dynamic height is computed by dividing the NAVD 88
 OD0346.geopotential number by the normal gravity value computed on the
 OD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0346.degrees latitude (g = 980.6199 gals.).
 OD0346
 OD0346.The modeled gravity was interpolated from observed gravity values.
 OD0346
 OD0346;                    North         East    Units  Estimated Accuracy
 OD0346;SPC NY E     -   537,550.      237,700.      MT  (+/- 180 meters Scaled)
 OD0346
 OD0346                          SUPERSEDED SURVEY CONTROL
 OD0346
 OD0346.No superseded survey control is available for this station.
 OD0346
 OD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP279363(NAD 83)
 OD0346_MARKER: Q = CHISELED SQUARE
 OD0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0346_SP_SET: CULVERT
 OD0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0346
 OD0346  HISTORY     - Date     Condition        Report By
 OD0346  HISTORY     - UNK      MONUMENTED       USDWC
 OD0346  HISTORY     - 1934     GOOD             NGS
 OD0346
 OD0346                          STATION DESCRIPTION
 OD0346
 OD0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OD0346'0.34 MI S FROM DRESDEN.
 OD0346'CULVERT IS ABOUT 1800 FEET SOUTH OF STATION INSTEAD OF NORTH.
 OD0346'OTHERWISE AS DESCRIBED.  ON ROUTES 8 AND 22, ABOUT 300 FEET EAST OF
 OD0346'HIGHWAY.  IS ABOUT (1800) FEET (SOUTH) OF (THE STATION AT) DRESDEN,
 OD0346'WASHINGTON COUNTY, AND IS A SQUARE CUT ON THE SOUTHWEST CORNER OF
 OD0346'SOUTH STONE OF COPING OF ARCH CULVERT ON THE WEST SIDE OF ROADBED OF
 OD0346'DELAWARE AND HUDSON RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0408 ***********************************************************************
 OD0408  DESIGNATION -  DW FIVE MILE POINT
 OD0408  PID         -  OD0408
 OD0408  STATE/COUNTY-  NY/ESSEX
 OD0408  USGS QUAD   -  CROWN POINT (1950)
 OD0408
 OD0408                         *CURRENT SURVEY CONTROL
 OD0408  ___________________________________________________________________
 OD0408* NAD 83(1986)-  43 54 35.     (N)    073 25 06.     (W)     SCALED    
 OD0408* NAVD 88     -        32.984  (meters)     108.22   (feet)  POSTED    
 OD0408  ___________________________________________________________________
 OD0408  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 OD0408  DYNAMIC HT  -          32.980 (meters)     108.20  (feet)  COMP
 OD0408  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 OD0408
 OD0408  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OD0408
 OD0408.The horizontal coordinates were scaled from a topographic map and have
 OD0408.an estimated accuracy of +/- 6 seconds.
 OD0408
 OD0408.The orthometric height was determined by differential leveling
 OD0408.and adjusted by the National Geodetic Survey in 1992..
 OD0408.No vertical observational check was made to the station.
 OD0408.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OD0408.was located on a no-check spur therefore a value was not computed.
 OD0408
 OD0408.The geoid height was determined by GEOID03.
 OD0408
 OD0408.The dynamic height is computed by dividing the NAVD 88
 OD0408.geopotential number by the normal gravity value computed on the
 OD0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0408.degrees latitude (g = 980.6199 gals.).
 OD0408
 OD0408.The modeled gravity was interpolated from observed gravity values.
 OD0408
 OD0408;                    North         East    Units  Estimated Accuracy
 OD0408;SPC NY E     -   564,300.      236,880.      MT  (+/- 180 meters Scaled)
 OD0408
 OD0408                          SUPERSEDED SURVEY CONTROL
 OD0408
 OD0408.No superseded survey control is available for this station.
 OD0408
 OD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP270630(NAD 83)
 OD0408_MARKER: Z = SEE DESCRIPTION
 OD0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0408_SP_SET: CULVERT
 OD0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0408
 OD0408  HISTORY     - Date     Condition        Report By
 OD0408  HISTORY     - UNK      MONUMENTED       USDWC
 OD0408  HISTORY     - 1934     GOOD             NGS
 OD0408
 OD0408                          STATION DESCRIPTION
 OD0408
 OD0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OD0408'3.4 MI SW FROM CROWN POINT VILLAGE.
 OD0408'IT IS 3.4 MILES SOUTHWEST OF CROWN POINT VILLAGE ON ROUTES 8 AND 22,
 OD0408'ABOUT 1500 FEET EAST OF HIGHWAY WHERE A COUNTY ROAD BRANCHES TO THE
 OD0408'SOUTH.  MARK IS RIGHT AT THE CORNER AND A PIECE OF THE CORNER ABOUT
 OD0408'3/4 INCH ON A SIDE IS BROKEN OFF.  THE BREAK IS NOT SUCH AS TO EFFECT
 OD0408'THE VALUE OF THE MARK.  IS BETWEEN ADDISON JUNCTION AND CROWN POINT IN
 OD0408'ESSEX COUNTY, AND IS A SQUARE CUT ON THE SOUTHEAST CORNER OF THE EAST
 OD0408'COPING OF CULVERT ON THE DELAWARE AND HUDSON RAILROAD OVER CREEK
 OD0408'ENTERING LAKE CHAMPLAIN ABOUT 2200 FEET SOUTH OF FIVE MILE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0554 ***********************************************************************
 PG0554  DESIGNATION -  DW LEGGETS CROSSING
 PG0554  PID         -  PG0554
 PG0554  STATE/COUNTY-  NY/CLINTON
 PG0554  USGS QUAD   -  ROUSES POINT (1972)
 PG0554
 PG0554                         *CURRENT SURVEY CONTROL
 PG0554  ___________________________________________________________________
 PG0554* NAD 83(1986)-  44 59 32.     (N)    073 21 51.     (W)     SCALED    
 PG0554* NAVD 88     -        32.934  (meters)     108.05   (feet)  ADJUSTED  
 PG0554  ___________________________________________________________________
 PG0554  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 PG0554  DYNAMIC HT  -          32.934 (meters)     108.05  (feet)  COMP
 PG0554  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 PG0554
 PG0554  VERT ORDER  -  FIRST     CLASS II
 PG0554
 PG0554.The horizontal coordinates were scaled from a topographic map and have
 PG0554.an estimated accuracy of +/- 6 seconds.
 PG0554
 PG0554.The orthometric height was determined by differential leveling
 PG0554.and adjusted by the National Geodetic Survey in June 1991..
 PG0554
 PG0554.The geoid height was determined by GEOID03.
 PG0554
 PG0554.The dynamic height is computed by dividing the NAVD 88
 PG0554.geopotential number by the normal gravity value computed on the
 PG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0554.degrees latitude (g = 980.6199 gals.).
 PG0554
 PG0554.The modeled gravity was interpolated from observed gravity values.
 PG0554
 PG0554;                    North         East    Units  Estimated Accuracy
 PG0554;SPC NY E     -   684,640.      239,560.      MT  (+/- 180 meters Scaled)
 PG0554
 PG0554                          SUPERSEDED SURVEY CONTROL
 PG0554
 PG0554.No superseded survey control is available for this station.
 PG0554
 PG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ289833(NAD 83)
 PG0554_MARKER: Z = SEE DESCRIPTION
 PG0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0554_SP_SET: CULVERT
 PG0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0554
 PG0554  HISTORY     - Date     Condition        Report By
 PG0554  HISTORY     - UNK      MONUMENTED       CGS
 PG0554  HISTORY     - 1934     MARK NOT FOUND   CGS
 PG0554
 PG0554                          STATION DESCRIPTION
 PG0554
 PG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PG0554'1.5 MI NW FROM COOPERSVILLE.
 PG0554'IS ABOUT 800 FEET SOUTH OF LEGGETS CROSSING AND 1.5 MILES NORTHWEST OF
 PG0554'COOPERSVILLE, CLINTON COUNTY, AND IS A POINT IN A SQUARE ON IRON PIN
 PG0554'IN COPING STONE ON THE WEST SIDE OF THE DELAWARE AND HUDSON RAILROAD
 PG0554'TRACK, 2 FEET WEST OF THE WEST SIDE OF OPENING AND 6 INCHES BACK FROM
 PG0554'THE NORTH EDGE OF A CULVERT.  NOTE--CULVERT HAS BEEN EXTENDED
 PG0554'NORTHWEST FOR ANOTHER (DOUBLE) TRACK.  NORTH END OF OLD CULVERT IS NOW
 PG0554'ABOUT MIDWAY OF TWO TRACKS AND UNDER ABOUT 4 FEET OF FILL. THE SOUTH
 PG0554'END OF CULVERT APPEARS UNDISTURBED AS DOES ALSO THE PORTION OF NORTH
 PG0554'END THAT CAN BE SEEN BY LOOKING THRU OPENING.  IT IS 1200 FEET
 PG0554'SOUTHWEST OF LEGGETS CROSSING AND 150 FEET SOUTHWEST OF MILEPOST
 PG0554'MARKED A (ALBANY) 188, R.P. (ROUSES POINT) 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1900 ***********************************************************************
 OF1900  DESIGNATION -  DWYER
 OF1900  PID         -  OF1900
 OF1900  STATE/COUNTY-  NY/MONROE
 OF1900  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1900
 OF1900                         *CURRENT SURVEY CONTROL
 OF1900  ___________________________________________________________________
 OF1900* NAD 83(1996)-  43 14 02.30593(N)    077 30 42.33980(W)     ADJUSTED  
 OF1900* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 OF1900  ___________________________________________________________________
 OF1900  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OF1900  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1900
 OF1900  HORZ ORDER  -  FIRST
 OF1900
 OF1900.The horizontal coordinates were established by classical geodetic methods
 OF1900.and adjusted by the National Geodetic Survey in January 1999..
 OF1900
 OF1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1900
 OF1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1900
 OF1900.The geoid height was determined by GEOID03.
 OF1900
 OF1900;                    North         East     Units Scale Factor Converg.
 OF1900;SPC NY W     -   359,719.293   437,039.651   MT  1.00003066   +0 44 02.6
 OF1900;SPC NY W     - 1,180,179.05  1,433,854.25   sFT  1.00003066   +0 44 02.6
 OF1900;UTM  18      - 4,789,860.976   296,044.898   MT  1.00011173   -1 43 15.9
 OF1900
 OF1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1900!SPC NY W     -   0.99998831  x   1.00003066  =   1.00001897
 OF1900!UTM  18      -   0.99998831  x   1.00011173  =   1.00010004
 OF1900
 OF1900|---------------------------------------------------------------------|
 OF1900| PID    Reference Object                     Distance      Geod. Az  |
 OF1900|                                                           dddmmss.s |
 OF1900| DA1626 DWYER RM 1                           25.275 METERS 06420     |
 OF1900| OF1966 DWYER 1969 AZ MK                    APPROX. 0.5 KM 0860759.4 |
 OF1900| OF1975 1921 MCGS 1972                      128.688 METERS 08628     |
 OF1900| DA1627 DWYER RM 2                           25.717 METERS 18634     |
 OF1900|---------------------------------------------------------------------|
 OF1900
 OF1900                          SUPERSEDED SURVEY CONTROL
 OF1900
 OF1900  NAD 83(1986)-  43 14 02.31449(N)    077 30 42.33876(W) AD(       ) 1
 OF1900  NAD 27      -  43 14 02.08972(N)    077 30 43.34589(W) AD(       ) 1
 OF1900  NGVD 29 (07/19/86)  110.6    (m)          363.     (f) VERT ANG       
 OF1900
 OF1900.Superseded values are not recommended for survey control.
 OF1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1900.See file dsdata.txt to determine how the superseded data were derived.
 OF1900
 OF1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9604589861(NAD 83)
 OF1900_MARKER: DS = TRIANGULATION STATION DISK
 OF1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF1900+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 OF1900
 OF1900  HISTORY     - Date     Condition        Report By
 OF1900  HISTORY     - 1969     MONUMENTED       CGS
 OF1900  HISTORY     - 1977     GOOD             NY-055
 OF1900  HISTORY     - 19980425 GOOD             USPSQD
 OF1900  HISTORY     - 20040501 GOOD             USPSQD
 OF1900
 OF1900                          STATION DESCRIPTION
 OF1900
 OF1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF1900'STATION IS LOCATED ABOUT 7-3/4 MILES NORTHEAST OF DOWNTOWN
 OF1900'ROCHESTER, 4-1/2 MILES NORTHWEST OF WEBSTER, 2-1/2 MILES
 OF1900'NORTH-NORTHWEST OF WEST WEBSTER AND ON THE WEST SIDE OF THE LITTLE
 OF1900'OLD BAY SCHOOL GROUNDS.
 OF1900'
 OF1900'TO REACH THE STATION FROM THE POST OFFICE IN WEST WEBSTER, GO
 OF1900'NORTHEAST ON GRAVEL ROAD FOR 0.05 MILE TO THE JUNCTION WITH
 OF1900'RIDGE ROAD.  TURN LEFT AND GO WEST ON RIDGE ROAD FOR 0.85 MILE
 OF1900'TO THE JUNCTION WITH BAY ROAD.  TURN RIGHT AND GO NORTH ON BAY
 OF1900'ROAD FOR 2.05 MILES TO THE LITTLE OLD BAY SCHOOL HOUSE ON
 OF1900'THE LEFT AT THE JUNCTION OF DEWITT AND BACKUS ROAD.  (TO REACH
 OF1900'THE AZ MK FROM HERE TURN RIGHT AND GO EAST ON BACKUS ROAD FOR
 OF1900'0.25 MILE TO A FORK AND MARK AS DESCRIBED).  TURN LEFT AND GO
 OF1900'WEST ON DEWITT ROAD FOR 0.05 MILE TO WEST WEBSTER FIRE
 OF1900'STATION NUMBER 2 AND THE STATION ON LEFT AS DESCRIBED.
 OF1900'
 OF1900'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF1900'
 OF1900'STATION MARK, STAMPED DWYER 1969 IS SET FLUSH WITH GROUND
 OF1900'SURFACE.  IT IS 56 FEET SOUTH OF CENTER OF DEWITT ROAD, 51
 OF1900'FEET NORTHEAST OF THE NORTHEAST CORNER OF FIRE STATION BUILDING,
 OF1900'32 FEET SOUTH OF POWER POLE 2 AND 15 FEET EAST OF A MESH WIRE
 OF1900'FENCE ABOUT 40 INCHES HIGH.
 OF1900'
 OF1900'RM 1, STAMPED DWYER NO 1 1969 IS SET FLUSH WITH THE GROUND
 OF1900'SURFACE.  IT IS 79.5 FEET EAST OF POWER POLE 2, 51.5 FEET
 OF1900'WEST OF POWER POLE A AND 23 FEET SOUTH OF CENTER OF DEWITT ROAD.
 OF1900'
 OF1900'RM 2, STAMPED DWYER NO 2 1969 IS SET FLUSH WITH THE GROUND
 OF1900'SURFACE.  IT IS 17.4 FEET EAST-NORTHEAST OF THE SOUTHEAST
 OF1900'CORNER OF THE FIRE STATION BUILDING, 17 FEET NORTH OF A FENCE
 OF1900'CORNER AND 1.6 FEET EAST OF THE WIRE FENCE.
 OF1900'
 OF1900'AZ MK, STAMPED DWYER 1969 IS SET FLUSH WITH THE GROUND SURFACE.  IT
 OF1900'IS 49 FEET WEST OF A 24-INCH WILLOW TREE, 42 FEET SOUTHEAST
 OF1900'OF CENTER OF ADAMS ROAD, 17 FEET SOUTHWEST OF AN 8-INCH
 OF1900'EVERGREEN TREE AND 16 FEET NORTH OF CENTER OF BACKUS ROAD.
 OF1900'
 OF1900'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF1900
 OF1900                          STATION RECOVERY (1977)
 OF1900
 OF1900'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1900'DWYER RECOVERED IN GOOD CONDITION.
 OF1900'
 OF1900'DWYER AZ MK RECOVERED IN GOOD CONDITION
 OF1900
 OF1900                          STATION RECOVERY (1998)
 OF1900
 OF1900'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1900'RECOVERED IN GOOD CONDITION.
 OF1900
 OF1900                          STATION RECOVERY (2004)
 OF1900
 OF1900'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1900'OF1900 IS 3 INCHES BELOW GRADE. RM 1 FOUND GOOD, RM 2 FOUND GOOD, AZ
 OF1900'MK STAMPED DWYER NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1966 ***********************************************************************
 OF1966  DESIGNATION -  DWYER 1969 AZ MK
 OF1966  PID         -  OF1966
 OF1966  STATE/COUNTY-  NY/MONROE
 OF1966  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1966
 OF1966                         *CURRENT SURVEY CONTROL
 OF1966  ___________________________________________________________________
 OF1966* NAD 83(1996)-  43 14 03.41707(N)    077 30 19.84411(W)     ADJUSTED  
 OF1966* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 OF1966  ___________________________________________________________________
 OF1966  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OF1966  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OF1966
 OF1966  HORZ ORDER  -  SECOND
 OF1966
 OF1966.The horizontal coordinates were established by classical geodetic methods
 OF1966.and adjusted by the National Geodetic Survey in January 1999..
 OF1966
 OF1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1966
 OF1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1966
 OF1966.The geoid height was determined by GEOID03.
 OF1966
 OF1966;                    North         East     Units Scale Factor Converg.
 OF1966;SPC NY W     -   359,760.103   437,546.779   MT  1.00003175   +0 44 18.0
 OF1966;SPC NY W     - 1,180,312.94  1,435,518.06   sFT  1.00003175   +0 44 18.0
 OF1966;UTM  18      - 4,789,880.027   296,553.349   MT  1.00010919   -1 43 00.6
 OF1966
 OF1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1966!SPC NY W     -   0.99998831  x   1.00003175  =   1.00002006
 OF1966!UTM  18      -   0.99998831  x   1.00010919  =   1.00009750
 OF1966
 OF1966                          SUPERSEDED SURVEY CONTROL
 OF1966
 OF1966  NAD 83(1986)-  43 14 03.42566(N)    077 30 19.84309(W) AD(       ) 2
 OF1966  NAD 27      -  43 14 03.20080(N)    077 30 20.85098(W) AD(       ) 2
 OF1966  NGVD 29 (07/19/86)  110.6    (m)          363.     (f) VERT ANG       
 OF1966
 OF1966.Superseded values are not recommended for survey control.
 OF1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1966.See file dsdata.txt to determine how the superseded data were derived.
 OF1966
 OF1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9655389880(NAD 83)
 OF1966_MARKER: DZ = AZIMUTH MARK DISK
 OF1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF1966+STABILITY: SURFACE MOTION
 OF1966
 OF1966  HISTORY     - Date     Condition        Report By
 OF1966  HISTORY     - 1969     MONUMENTED       CGS
 OF1966  HISTORY     - 1977     GOOD             NY-055
 OF1966  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 OF1966  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 OF1966
 OF1966                          STATION DESCRIPTION
 OF1966
 OF1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 OF1966'AZ MK, STAMPED DWYER 1969 IS SET FLUSH WITH THE GROUND SURFACE.  IT
 OF1966'IS 49 FEET WEST OF A 24-INCH WILLOW TREE, 42 FEET SOUTHEAST
 OF1966'OF CENTER OF ADAMS ROAD, 17 FEET SOUTHWEST OF AN 8-INCH
 OF1966'EVERGREEN TREE AND 16 FEET NORTH OF CENTER OF BACKUS ROAD.
 OF1966'
 OF1966'STATION IS LOCATED ABOUT 7-3/4 MILES NORTHEAST OF DOWNTOWN
 OF1966'ROCHESTER, 4-1/2 MILES NORTHWEST OF WEBSTER, 2-1/2 MILES
 OF1966'NORTH-NORTHWEST OF WEST WEBSTER AND ON THE WEST SIDE OF THE LITTLE
 OF1966'OLD BAY SCHOOL GROUNDS.
 OF1966'
 OF1966'TO REACH THE STATION FROM THE POST OFFICE IN WEST WEBSTER, GO
 OF1966'NORTHEAST ON GRAVEL ROAD FOR 0.05 MILE TO THE JUNCTION WITH
 OF1966'RIDGE ROAD.  TURN LEFT AND GO WEST ON RIDGE ROAD FOR 0.85 MILE
 OF1966'TO THE JUNCTION WITH BAY ROAD.  TURN RIGHT AND GO NORTH ON BAY
 OF1966'ROAD FOR 2.05 MILES TO THE LITTLE OLD BAY SCHOOL HOUSE ON
 OF1966'THE LEFT AT THE JUNCTION OF DEWITT AND BACKUS ROAD.  (TO REACH
 OF1966'THE AZ MK FROM HERE TURN RIGHT AND GO EAST ON BACKUS ROAD FOR
 OF1966'0.25 MILE TO A FORK AND MARK AS DESCRIBED).
 OF1966
 OF1966                          STATION RECOVERY (1977)
 OF1966
 OF1966'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF1966'DWYER RECOVERED IN GOOD CONDITION
 OF1966
 OF1966                          STATION RECOVERY (1998)
 OF1966
 OF1966'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF1966'MARK NOT FOUND.
 OF1966
 OF1966                          STATION RECOVERY (2004)
 OF1966
 OF1966'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJE)
 OF1966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF2391 ***********************************************************************
 OF2391  DESIGNATION -  DYER
 OF2391  PID         -  OF2391
 OF2391  STATE/COUNTY-  NY/MONROE
 OF2391  USGS QUAD   -  SPENCERPORT (1978)
 OF2391
 OF2391                         *CURRENT SURVEY CONTROL
 OF2391  ___________________________________________________________________
 OF2391* NAD 83(1996)-  43 08 26.62291(N)    077 51 06.48099(W)     ADJUSTED  
 OF2391* NAVD 88     -       205.1    (meters)     673.     (feet)  VERTCON   
 OF2391  ___________________________________________________________________
 OF2391  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 OF2391  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OF2391
 OF2391  HORZ ORDER  -  FIRST
 OF2391
 OF2391.The horizontal coordinates were established by classical geodetic methods
 OF2391.and adjusted by the National Geodetic Survey in January 1999..
 OF2391
 OF2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF2391
 OF2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF2391
 OF2391.The geoid height was determined by GEOID03.
 OF2391
 OF2391;                    North         East     Units Scale Factor Converg.
 OF2391;SPC NY W     -   349,062.950   409,509.988   MT  0.99998105   +0 30 00.8
 OF2391;SPC NY W     - 1,145,217.36  1,343,534.02   sFT  0.99998105   +0 30 00.8
 OF2391;UTM  18      - 4,780,391.019   268,079.293   MT  1.00026172   -1 57 03.3
 OF2391
 OF2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF2391!SPC NY W     -   0.99997337  x   0.99998105  =   0.99995442
 OF2391!UTM  18      -   0.99997337  x   1.00026172  =   1.00023508
 OF2391
 OF2391:                Primary Azimuth Mark                     Grid Az
 OF2391:SPC NY W     -  NORTH CHILI STANDPIPE                    121 39 00.5
 OF2391:UTM  18      -  NORTH CHILI STANDPIPE                    124 06 04.6
 OF2391
 OF2391|---------------------------------------------------------------------|
 OF2391| PID    Reference Object                     Distance      Geod. Az  |
 OF2391|                                                           dddmmss.s |
 OF2391| OF2437 NORTH CHILI STANDPIPE               APPROX. 3.8 KM 1220901.3 |
 OF2391| DA1628 DYER AZ MK                                         1451404.6 |
 OF2391| DA1629 DYER RM 1                            25.557 METERS 15540     |
 OF2391| DA1630 DYER RM 2                            23.518 METERS 27618     |
 OF2391|---------------------------------------------------------------------|
 OF2391
 OF2391                          SUPERSEDED SURVEY CONTROL
 OF2391
 OF2391  NAD 83(1986)-  43 08 26.62970(N)    077 51 06.47945(W) AD(       ) 1
 OF2391  NAD 27      -  43 08 26.40980(N)    077 51 07.44587(W) AD(       ) 1
 OF2391  NGVD 29 (07/19/86)  205.3    (m)          674.     (f) VERT ANG       
 OF2391
 OF2391.Superseded values are not recommended for survey control.
 OF2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF2391.See file dsdata.txt to determine how the superseded data were derived.
 OF2391
 OF2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN6807980391(NAD 83)
 OF2391_MARKER: DS = TRIANGULATION STATION DISK
 OF2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF2391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF2391
 OF2391  HISTORY     - Date     Condition        Report By
 OF2391  HISTORY     - 1969     MONUMENTED       CGS
 OF2391  HISTORY     - 1977     GOOD             NY-055
 OF2391
 OF2391                          STATION DESCRIPTION
 OF2391
 OF2391'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RMB)
 OF2391'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF BROCKPORT, 4-1/2
 OF2391'MILES SOUTHWEST OF SPENCERPORT, 3-1/4 MILES NORTHEAST OF
 OF2391'CHURCHVILLE, 3 MILES NORTHWEST OF NORTH CHILI AND ON PROPERTY
 OF2391'OWNED BY MR. JAMES DYER.
 OF2391'
 OF2391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND
 OF2391'259 IN NORTH CHILI, GO NORTH ON HIGHWAY 259 FOR 1.2 MILES TO
 OF2391'STONY POINT ROAD.  TURN LEFT AND GO WEST ON STONY POINT ROAD FOR
 OF2391'2.1 MILES TO AZ MK ON RIGHT AS DESCRIBED.  CONTINUE WEST ON STONY
 OF2391'POINT ROAD FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 36
 OF2391'(WASHINGTON STREET).  TURN RIGHT AND GO NORTH ON HIGHWAY 36 FOR
 OF2391'0.2 MILE TO MR. DYERS HOME AND FARM BUILDINGS ON RIGHT.  TURN
 OF2391'RIGHT INTO FIRST DRIVEWAY AND THEN SHARP RIGHT AGAIN AND GO SOUTH
 OF2391'FOR ABOUT 100 FEET TO THE SOUTH END OF BARN.  TURN LEFT
 OF2391'PASSING TO THE SOUTH OF THE BARN AND GO EAST ON A FIELD ROAD
 OF2391'FOR 0.2 MILE TO A STAND OF PINE TREES ON RIGHT.  CONTINUE EAST ON
 OF2391'FIELD ROAD FOR 0.05 MILE TO THE STATION ON LEFT AS DESCRIBED.
 OF2391'
 OF2391'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 OF2391'
 OF2391'STATION MARK, STAMPED DYER 1969 IS SET 4 INCHES BELOW THE GROUND
 OF2391'SURFACE.  IT IS 79 FEET EAST OF A METAL WITNESS POST, 39 FEET
 OF2391'SOUTH OF CENTER OF A HEDGE ROW, 30 FEET SOUTHWEST OF A 10-INCH
 OF2391'TRIANGLE BLAZED TREE, 29 FEET SOUTHEAST OF A 12-INCH TRIANGLE
 OF2391'BLAZED TREE AND 28 FEET SOUTH OF A 5-INCH TRIANGLE BLAZED TREE.
 OF2391'
 OF2391'RM 1, STAMPED DYER NO 1 1969 IS SET FLUSH WITH THE GROUND
 OF2391'SURFACE.  IT IS 113 FEET SOUTH-SOUTHWEST OF THE EAST END OF THE
 OF2391'HEDGE ROW, 61 FEET SOUTH OF CENTER OF THE FIELD ROAD AND IN A
 OF2391'GRASSY UNPLOWED STRIP OF LAND ABOUT 4 FEET WIDE.
 OF2391'
 OF2391'RM 2, STAMPED DYER NO 2 1969 IS SET FLUSH WITH THE GROUND
 OF2391'SURFACE.  IT IS 21.5 FEET SOUTH OF THE SOUTH SIDE OF THE HEDGE
 OF2391'ROW, 12 FEET NORTH OF CENTER OF THE FIELD ROAD AND 1.8 FEET EAST
 OF2391'OF THE METAL WITNESS POST.
 OF2391'
 OF2391'AZ MK, STAMPED DYER 1969 PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 OF2391'SURFACE.  IT IS 139 FEET EAST OF CENTER OF DRIVEWAY LEADING TO
 OF2391'HOUSE NUMBER 794, 47 FEET EAST-NORTHEAST OF A 36-INCH OAK TREE,
 OF2391'31 FEET NORTH OF CENTER OF STONY POINT ROAD, 3.5 FEET EAST OF
 OF2391'POWER POLE 16 AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 OF2391'
 OF2391'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF2391
 OF2391                          STATION RECOVERY (1977)
 OF2391
 OF2391'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1977 (JEG)
 OF2391'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1888 ***********************************************************************
 OF1888  DESIGNATION -  DYNAMICS
 OF1888  PID         -  OF1888
 OF1888  STATE/COUNTY-  NY/MONROE
 OF1888  USGS QUAD   -  ROCHESTER EAST (1978)
 OF1888
 OF1888                         *CURRENT SURVEY CONTROL
 OF1888  ___________________________________________________________________
 OF1888* NAD 83(1996)-  43 10 54.40684(N)    077 34 12.00784(W)     ADJUSTED  
 OF1888* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 OF1888  ___________________________________________________________________
 OF1888  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 OF1888  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OF1888
 OF1888  HORZ ORDER  -  FIRST
 OF1888
 OF1888.The horizontal coordinates were established by classical geodetic methods
 OF1888.and adjusted by the National Geodetic Survey in January 1999..
 OF1888
 OF1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF1888
 OF1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1888
 OF1888.The geoid height was determined by GEOID03.
 OF1888
 OF1888;                    North         East     Units Scale Factor Converg.
 OF1888;SPC NY W     -   353,862.026   432,379.136   MT  1.00002095   +0 41 36.5
 OF1888;SPC NY W     - 1,160,962.33  1,418,563.88   sFT  1.00002095   +0 41 36.5
 OF1888;UTM  18      - 4,784,208.073   291,137.384   MT  1.00013667   -1 45 33.6
 OF1888
 OF1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OF1888!SPC NY W     -   0.99998362  x   1.00002095  =   1.00000457
 OF1888!UTM  18      -   0.99998362  x   1.00013667  =   1.00012029
 OF1888
 OF1888|---------------------------------------------------------------------|
 OF1888| PID    Reference Object                     Distance      Geod. Az  |
 OF1888|                                                           dddmmss.s |
 OF1888| DA1631 DYNAMICS RM 1                        24.454 METERS 07411     |
 OF1888| OF1932 DYNAMICS 1969 AZ MK                 338.013 METERS 15410     |
 OF1888| DA1632 DYNAMICS RM 2                        24.494 METERS 27902     |
 OF1888| OF1874 NM RCS 1969                          35.430 METERS 31138     |
 OF1888|---------------------------------------------------------------------|
 OF1888
 OF1888                          SUPERSEDED SURVEY CONTROL
 OF1888
 OF1888  NAD 83(1986)-  43 10 54.41463(N)    077 34 12.00683(W) AD(       ) 1
 OF1888  NAD 27      -  43 10 54.18995(N)    077 34 13.00710(W) AD(       ) 1
 OF1888  NGVD 29 (07/19/86)  140.3    (m)          460.     (f) VERT ANG       
 OF1888
 OF1888.Superseded values are not recommended for survey control.
 OF1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1888.See file dsdata.txt to determine how the superseded data were derived.
 OF1888
 OF1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN9113784208(NAD 83)
 OF1888_MARKER: DS = TRIANGULATION STATION DISK
 OF1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF1888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OF1888
 OF1888  HISTORY     - Date     Condition        Report By
 OF1888  HISTORY     - 1969     MONUMENTED       CGS
 OF1888  HISTORY     - 1971     GOOD             NY-055
 OF1888
 OF1888                          STATION DESCRIPTION
 OF1888
 OF1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 OF1888'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF ROCHESTER, 0.35
 OF1888'MILE EAST OF THE INTERSECTION OF NORTHLAND AVENUE AND GOODMAN
 OF1888'STREET AND ON PROPERTY OWNED BY GENERAL DYNAMICS ELECTRONICS.
 OF1888'
 OF1888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 OF1888'U.S. HIGHWAY 104 ABOUT 1/2 MILE NORTH OF THE ROCHESTER CITY
 OF1888'LIMITS, GO SOUTH ON HIGHWAY 104 AND GOODMAN AVENUE FOR 1.2 MILES TO
 OF1888'A CROSS ROAD.  TURN LEFT AND GO EAST ON NORTHLAND AVENUE FOR
 OF1888'0.2 MILE TO A GATE AND A GUARD HOUSE ON THE RIGHT.  TURN RIGHT
 OF1888'AND PASS THROUGH THE GATE AND GO SOUTH ON A PAVED DRIVEWAY FOR
 OF1888'ABOUT 50 FEET TO THE ENTRANCE OF A GRAVELED PARKING LOT ON THE
 OF1888'LEFT.  TURN LEFT AND GO EAST ACROSS THE PARKING LOT FOR 0.15
 OF1888'MILE TO THE NORTHEAST CORNER OF THE PARKING LOT AND THE
 OF1888'STATION AS DESCRIBED.
 OF1888'
 OF1888'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 OF1888'
 OF1888'STATION MARK, STAMPED DYNAMICS 1969 PROJECTS 2 INCHES.  IT IS
 OF1888'53 FEET SOUTH OF THE CENTER OF NORTHLAND AVENUE, 34 FEET
 OF1888'SOUTHWEST OF A POWER POLE, 32 FEET NORTH-NORTHEAST OF A 6-INCH
 OF1888'TREE AND 18.5 FEET SOUTH OF A CHAIN LINK FENCE.
 OF1888'
 OF1888'RM 1, STAMPED DYNAMICS NO 1 1969 PROJECTS 4 INCHES.  IT IS 97
 OF1888'FEET NORTHEAST OF THE 6-INCH TREE, 48 FEET EAST OF A POWER POLE,
 OF1888'35.5 FEET SOUTH OF THE CENTER OF NORTHLAND AVENUE AND 1 FOOT SOUTH
 OF1888'OF THE CHAIN LINK FENCE.
 OF1888'
 OF1888'RM 2, STAMPED DYNAMICS NO 2 1969 PROJECTS 4 INCHES.  IT IS 108
 OF1888'FEET WEST OF THE POWER POLE, 87.5 FEET NORTHWEST OF THE 6-INCH
 OF1888'TREE, 36 FEET SOUTH OF THE CENTER OF NORTHLAND AVENUE AND 1 FOOT
 OF1888'SOUTH OF THE CHAIN LINK FENCE.
 OF1888'
 OF1888'AZ MK, STAMPED DYNAMICS 1969 IS SET FLUSH WITH THE GROUND
 OF1888'SURFACE.  IT IS 33.5 FEET WEST OF THE CENTER OF LYCEUM STREET,
 OF1888'21.5 FEET NORTH OF THE CENTER OF A GATE, 11 FEET WEST-NORTHWEST
 OF1888'OF A POWER POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST AND
 OF1888'1 FOOT WEST OF A CHAIN LINK FENCE.
 OF1888'
 OF1888'TO REACH THE AZ MK FROM THE ENTRANCE GATE AND THE GUARD HOUSE,
 OF1888'CONTINUE EAST ON NORTHLAND AVENUE FOR 0.2 MILE TO A CROSS
 OF1888'ROAD.  TURN RIGHT AND GO SOUTH ON LYCEUM STREET FOR 0.2 MILE TO
 OF1888'THE MARK ON THE RIGHT.
 OF1888'
 OF1888'NOTE--NO MEASUREMENT POSSIBLE BETWEEN RMS DUE TO A POWER POLE
 OF1888'BEING ON LINE.
 OF1888'
 OF1888'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OF1888
 OF1888                          STATION RECOVERY (1971)
 OF1888
 OF1888'RECOVERY NOTE BY MONROE COUNTY NEW YORK 1971 (JEG)
 OF1888'PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1122 ***********************************************************************
 LX1122  DESIGNATION -  E 1
 LX1122  PID         -  LX1122
 LX1122  STATE/COUNTY-  NY/PUTNAM
 LX1122  USGS QUAD   -  WEST POINT (1981)
 LX1122
 LX1122                         *CURRENT SURVEY CONTROL
 LX1122  ___________________________________________________________________
 LX1122* NAD 83(1986)-  41 25 02.     (N)    073 57 38.     (W)     SCALED    
 LX1122* NAVD 88     -         3.604  (meters)      11.82   (feet)  ADJUSTED  
 LX1122  ___________________________________________________________________
 LX1122  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 LX1122  DYNAMIC HT  -           3.603 (meters)      11.82  (feet)  COMP
 LX1122  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 LX1122
 LX1122  VERT ORDER  -  FIRST     CLASS II
 LX1122
 LX1122.The horizontal coordinates were scaled from a topographic map and have
 LX1122.an estimated accuracy of +/- 6 seconds.
 LX1122
 LX1122.The orthometric height was determined by differential leveling
 LX1122.and adjusted by the National Geodetic Survey in June 1991..
 LX1122
 LX1122.The geoid height was determined by GEOID03.
 LX1122
 LX1122.The dynamic height is computed by dividing the NAVD 88
 LX1122.geopotential number by the normal gravity value computed on the
 LX1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1122.degrees latitude (g = 980.6199 gals.).
 LX1122
 LX1122.The modeled gravity was interpolated from observed gravity values.
 LX1122
 LX1122;                    North         East    Units  Estimated Accuracy
 LX1122;SPC NY E     -   287,020.      195,090.      MT  (+/- 180 meters Scaled)
 LX1122
 LX1122                          SUPERSEDED SURVEY CONTROL
 LX1122
 LX1122  NGVD 29 (??/??/92)    3.89   (m)           12.8    (f) COMPUTED    1 2
 LX1122
 LX1122.Superseded values are not recommended for survey control.
 LX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1122.See file dsdata.txt to determine how the superseded data were derived.
 LX1122
 LX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL868855(NAD 83)
 LX1122_MARKER: Z = SEE DESCRIPTION
 LX1122_SETTING: 66 = SET IN ROCK OUTCROP
 LX1122_SP_SET: OUTCROPPING LEDGE
 LX1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1122+STABILITY: POSITION/ELEVATION WELL
 LX1122
 LX1122  HISTORY     - Date     Condition        Report By
 LX1122  HISTORY     - UNK      MONUMENTED       DOD
 LX1122  HISTORY     - 1955     GOOD             NGS
 LX1122
 LX1122                          STATION DESCRIPTION
 LX1122
 LX1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1122'AT COLD SPRINGS.
 LX1122'AT COLD SPRINGS, LOCATED AT THE NORTH END OF MARKET STREET, 116
 LX1122'FEET WEST OF WEST RAIL OF NEW YORK CENTRAL RAILROAD, 181 1/2
 LX1122'FEET WEST AND ACROSS TRACKS FROM THE CENTER OF WEST FACE OF
 LX1122'NYC RR STATION, IN THE TOP OF AN OUTCROPPING LEDGE OF A ROCKY
 LX1122'POINT, 47 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF A 2
 LX1122'1/2-STORY BRICK HOUSE, 34 FEET NORTH-NORTHEAST OF A FIRE HYDRANT,
 LX1122'12 FEET NORTHEAST OF A 30-INCH HACKBERRY TREE, AND ABOUT 2 FEET
 LX1122'ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0447 ***********************************************************************
 PH0447  DESIGNATION -  E 10
 PH0447  PID         -  PH0447
 PH0447  STATE/COUNTY-  NY/FRANKLIN
 PH0447  USGS QUAD   -  BRUSHTON (1964)
 PH0447
 PH0447                         *CURRENT SURVEY CONTROL
 PH0447  ___________________________________________________________________
 PH0447* NAD 83(1986)-  44 49 30.     (N)    074 33 25.     (W)     SCALED    
 PH0447* NAVD 88     -       114.694  (meters)     376.29   (feet)  ADJUSTED  
 PH0447  ___________________________________________________________________
 PH0447  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PH0447  DYNAMIC HT  -         114.688 (meters)     376.27  (feet)  COMP
 PH0447  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 PH0447
 PH0447  VERT ORDER  -  FIRST     CLASS II
 PH0447
 PH0447.The horizontal coordinates were scaled from a topographic map and have
 PH0447.an estimated accuracy of +/- 6 seconds.
 PH0447
 PH0447.The orthometric height was determined by differential leveling
 PH0447.and adjusted by the National Geodetic Survey in June 1991..
 PH0447
 PH0447.The geoid height was determined by GEOID03.
 PH0447
 PH0447.The dynamic height is computed by dividing the NAVD 88
 PH0447.geopotential number by the normal gravity value computed on the
 PH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0447.degrees latitude (g = 980.6199 gals.).
 PH0447
 PH0447.The modeled gravity was interpolated from observed gravity values.
 PH0447
 PH0447;                    North         East    Units  Estimated Accuracy
 PH0447;SPC NY E     -   665,430.      145,500.      MT  (+/- 180 meters Scaled)
 PH0447
 PH0447                          SUPERSEDED SURVEY CONTROL
 PH0447
 PH0447  NGVD 29 (??/??/92)  114.808  (m)          376.67   (f) ADJ UNCH    1 2
 PH0447
 PH0447.Superseded values are not recommended for survey control.
 PH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0447.See file dsdata.txt to determine how the superseded data were derived.
 PH0447
 PH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ350636(NAD 83)
 PH0447_MARKER: DB = BENCH MARK DISK
 PH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0447_STAMPING: E 10 1919
 PH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0447+STABILITY: SURFACE MOTION
 PH0447
 PH0447  HISTORY     - Date     Condition        Report By
 PH0447  HISTORY     - 1919     MONUMENTED       CGS
 PH0447  HISTORY     - 1942     GOOD             NGS
 PH0447  HISTORY     - 1975     MARK NOT FOUND   NGS
 PH0447
 PH0447                          STATION DESCRIPTION
 PH0447
 PH0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH0447'IN MOIRA.
 PH0447'BENCH MARK IS ABOUT 180.0 FEET WEST OF THE RUTLAND RAILROAD STATION AT
 PH0447'MOIRA.  IT IS 24.0 FEET WEST OF HIGHWAY NO. 95, 15.0 FEET NORTH OF THE
 PH0447'CENTERLINE OF THE RAILROAD AND 3.0 FEET SOUTH OF A TELEGRAPH POLE. IT
 PH0447'IS 3.0 FEET EAST OF EDGE OF DRAIN DITCH THAT GOES UNDER THE TRACK. THE
 PH0447'TOP OF THE NONUMENT IS ABOUT 1.0 FOOT BELOW THE SURFACE OF THE GROUND.
 PH0447'A DISK SET IN CONCRETE POST.
 PH0447
 PH0447                          STATION RECOVERY (1975)
 PH0447
 PH0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 PH0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0610 ***********************************************************************
 OD0610  DESIGNATION -  E 100
 OD0610  PID         -  OD0610
 OD0610  STATE/COUNTY-  NY/WASHINGTON
 OD0610  USGS QUAD   -  GRANVILLE (1944)
 OD0610
 OD0610                         *CURRENT SURVEY CONTROL
 OD0610  ___________________________________________________________________
 OD0610* NAD 83(1996)-  43 22 43.65357(N)    073 15 12.17159(W)     ADJUSTED  
 OD0610* NAVD 88     -       138.934  (meters)     455.82   (feet)  ADJUSTED  
 OD0610  ___________________________________________________________________
 OD0610  X           -   1,337,899.532 (meters)                     COMP
 OD0610  Y           -  -4,446,304.177 (meters)                     COMP
 OD0610  Z           -   4,358,259.104 (meters)                     COMP
 OD0610  LAPLACE CORR-           9.29  (seconds)                    DEFLEC99
 OD0610  ELLIP HEIGHT-         109.55  (meters)          (12/03/02) GPS OBS
 OD0610  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 OD0610  DYNAMIC HT  -         138.902 (meters)     455.71  (feet)  COMP
 OD0610  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 OD0610
 OD0610  HORZ ORDER  -  FIRST
 OD0610  VERT ORDER  -  SECOND    CLASS 0
 OD0610  ELLP ORDER  -  FOURTH    CLASS II
 OD0610
 OD0610.The horizontal coordinates were established by GPS observations
 OD0610.and adjusted by the National Geodetic Survey in January 1999..
 OD0610
 OD0610.The orthometric height was determined by differential leveling
 OD0610.and adjusted by the National Geodetic Survey in June 1991..
 OD0610
 OD0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OD0610
 OD0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OD0610
 OD0610.The ellipsoidal height was determined by GPS observations
 OD0610.and is referenced to NAD 83.
 OD0610
 OD0610.The geoid height was determined by GEOID03.
 OD0610
 OD0610.The dynamic height is computed by dividing the NAVD 88
 OD0610.geopotential number by the normal gravity value computed on the
 OD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0610.degrees latitude (g = 980.6199 gals.).
 OD0610
 OD0610.The modeled gravity was interpolated from observed gravity values.
 OD0610
 OD0610;                    North         East     Units Scale Factor Converg.
 OD0610;SPC NY E     -   505,505.062   251,014.226   MT  1.00002548   +0 51 22.6
 OD0610;SPC NY E     - 1,658,477.86    823,535.84   sFT  1.00002548   +0 51 22.6
 OD0610;UTM  18      - 4,804,361.886   641,487.665   MT  0.99984625   +1 11 59.3
 OD0610
 OD0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OD0610!SPC NY E     -   0.99998282  x   1.00002548  =   1.00000830
 OD0610!UTM  18      -   0.99998282  x   0.99984625  =   0.99982907
 OD0610
 OD0610                          SUPERSEDED SURVEY CONTROL
 OD0610
 OD0610  ELLIP H (01/11/99)  109.55   (m)                       GP(       ) 4 1
 OD0610  NAD 83(1996)-  43 22 43.65357(N)    073 15 12.17159(W) AD(       ) 1
 OD0610  NAD 83(1992)-  43 22 43.65175(N)    073 15 12.17077(W) AD(       ) 1
 OD0610  ELLIP H (06/21/95)  109.54   (m)                       GP(       ) 4 1
 OD0610  NAVD 88 (06/21/95)  138.93   (m)          455.8    (f) LEVELING    3  
 OD0610  NGVD 29 (??/??/92)  139.064  (m)          456.25   (f) ADJ UNCH    2 0
 OD0610
 OD0610.Superseded values are not recommended for survey control.
 OD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0610.See file dsdata.txt to determine how the superseded data were derived.
 OD0610
 OD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP4148804362(NAD 83)
 OD0610_MARKER: DB = BENCH MARK DISK
 OD0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0610_SP_SET: CONCRETE POST
 OD0610_STAMPING: E-100 1935
 OD0610_MARK LOGO: CGS   
 OD0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OD0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0610+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 OD0610
 OD0610  HISTORY     - Date     Condition        Report By
 OD0610  HISTORY     - 1935     MONUMENTED       CGS
 OD0610  HISTORY     - 19940405 GOOD             NGS
 OD0610
 OD0610                          STATION DESCRIPTION
 OD0610
 OD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OD0610'2.0 MI S FROM GRANVILLE.
 OD0610'IS LOCATED 2.0 MILES SOUTH OF STATION AT GRANVILLE.  AT A CAR SIDING.
 OD0610'45 YDS. NORTH OF PUBLIC ROAD CROSSING.  76.0 FT. NORTH MILE POST A107,
 OD0610'29.3 FT. WEST OF WEST RAIL.  1.8 FT. EAST OF R/W FENCE. STANDARD
 OD0610'TABLET SET IN CONCRETE POST 6 IN. HIGH.
 OD0610
 OD0610                          STATION RECOVERY (1994)
 OD0610
 OD0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JMR)
 OD0610'GENERAL LOCATION IS GRANVILLE, NY. THE MARK IS LOCATED 2.0 MILES (3.2
 OD0610'KM) SOUTH OF THE FORMER RAILROAD STATION AT GRANVILLE.
 OD0610' 
 OD0610'TO REACH FROM THE JUNCTION OF ROUTE 149 AND 22, SOUTH OF GRANVILLE, GO
 OD0610'SOUTH ON ROUTE 22 FOR 1.0 MI (1.6 KM) TO ANDREWS LANE, TURN LEFT AND
 OD0610'GO EAST ON ANDREWS LANE FOR 0.3 MI (0.5 KM) TO THE RECREATION PATH
 OD0610'CROSSING (FORMER RAILROAD) AND TO THE MARK ON THE NORTH.
 OD0610' 
 OD0610'THE MARK IS ABOUT 130 FT (39.6 M) NORTH OF ANDREWS LANE, 76.0 FT (23.2
 OD0610'M) NORTH OF AN OLD WOODEN MILE POST, 30 FT (9.1 M) WEST OF THE
 OD0610'RECREATION PATH, 1.8 FT (0.5 M) EAST OF THE RIGHT OF WAY FENCE LINE, 1
 OD0610'FT (0.3 M) EAST OF A FIBERGLASS WITNESSPOST AND PROJECTS 5-10 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0415 ***********************************************************************
 NB0415  DESIGNATION -  E 102
 NB0415  PID         -  NB0415
 NB0415  STATE/COUNTY-  NY/YATES
 NB0415  USGS QUAD   -  READING CENTER (1978)
 NB0415
 NB0415                         *CURRENT SURVEY CONTROL
 NB0415  ___________________________________________________________________
 NB0415* NAD 83(1986)-  42 29 04.     (N)    076 54 56.     (W)     SCALED    
 NB0415* NAVD 88     -       205.878  (meters)     675.45   (feet)  ADJUSTED  
 NB0415  ___________________________________________________________________
 NB0415  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NB0415  DYNAMIC HT  -         205.813 (meters)     675.24  (feet)  COMP
 NB0415  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NB0415
 NB0415  VERT ORDER  -  SECOND    CLASS 0
 NB0415
 NB0415.The horizontal coordinates were scaled from a topographic map and have
 NB0415.an estimated accuracy of +/- 6 seconds.
 NB0415
 NB0415.The orthometric height was determined by differential leveling
 NB0415.and adjusted by the National Geodetic Survey in June 1991..
 NB0415
 NB0415.The geoid height was determined by GEOID03.
 NB0415
 NB0415.The dynamic height is computed by dividing the NAVD 88
 NB0415.geopotential number by the normal gravity value computed on the
 NB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0415.degrees latitude (g = 980.6199 gals.).
 NB0415
 NB0415.The modeled gravity was interpolated from observed gravity values.
 NB0415
 NB0415;                    North         East    Units  Estimated Accuracy
 NB0415;SPC NY C     -   275,960.      222,690.      MT  (+/- 180 meters Scaled)
 NB0415
 NB0415                          SUPERSEDED SURVEY CONTROL
 NB0415
 NB0415  NGVD 29 (??/??/92)  206.046  (m)          676.00   (f) ADJ UNCH    2 0
 NB0415
 NB0415.Superseded values are not recommended for survey control.
 NB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0415.See file dsdata.txt to determine how the superseded data were derived.
 NB0415
 NB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN425053(NAD 83)
 NB0415_MARKER: DB = BENCH MARK DISK
 NB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0415_STAMPING: E-102--1935
 NB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0415+STABILITY: SURFACE MOTION
 NB0415
 NB0415  HISTORY     - Date     Condition        Report By
 NB0415  HISTORY     - 1935     MONUMENTED       CGS
 NB0415  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0415  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0415  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0415  HISTORY     - 19990630 MARK NOT FOUND   USPSQD
 NB0415
 NB0415                          STATION DESCRIPTION
 NB0415
 NB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0415'1.1 MI N FROM ROCK STREAM.
 NB0415'IS LOCATED 1.1 MILES NORTH OF THE RY. STATION AT ROCK STREAM. 1 MILES
 NB0415'SOUTH OF THE STATION AT GLENORA. 23 TELEGRAPH POLES NORTH OF MILE
 NB0415'POST NO. 24. 115 YDS. NORTH OF NORTH ABUTMENT OF RAILROAD BRIDGE
 NB0415'OVER STREAM. 75 YDS. SOUTH OF SOUTH ABUTMENT OF AN UNDERGRADE
 NB0415'ROAD CROSSING. 16 FT. WEST OF WEST RAIL. STANDARD TABLET SET IN TOP
 NB0415'OF CONCRETE POST 3 IN. HIGH..
 NB0415
 NB0415                          STATION RECOVERY (1985)
 NB0415
 NB0415'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0415'MARK NOT FOUND.
 NB0415
 NB0415                          STATION RECOVERY (1985)
 NB0415
 NB0415'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0415'MARK NOT FOUND.
 NB0415
 NB0415                          STATION RECOVERY (1994)
 NB0415
 NB0415'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0415'MARK NOT FOUND.
 NB0415
 NB0415                          STATION RECOVERY (1999)
 NB0415
 NB0415'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0459 ***********************************************************************
 NB0459  DESIGNATION -  E 103
 NB0459  PID         -  NB0459
 NB0459  STATE/COUNTY-  NY/TOMPKINS
 NB0459  USGS QUAD   -  ITHACA WEST (1978)
 NB0459
 NB0459                         *CURRENT SURVEY CONTROL
 NB0459  ___________________________________________________________________
 NB0459* NAD 83(1986)-  42 26 55.     (N)    076 31 36.     (W)     SCALED    
 NB0459* NAVD 88     -       252.437  (meters)     828.20   (feet)  ADJUSTED  
 NB0459  ___________________________________________________________________
 NB0459  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NB0459  DYNAMIC HT  -         252.351 (meters)     827.92  (feet)  COMP
 NB0459  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 NB0459
 NB0459  VERT ORDER  -  SECOND    CLASS 0
 NB0459
 NB0459.The horizontal coordinates were scaled from a topographic map and have
 NB0459.an estimated accuracy of +/- 6 seconds.
 NB0459
 NB0459.The orthometric height was determined by differential leveling
 NB0459.and adjusted by the National Geodetic Survey in June 1991..
 NB0459
 NB0459.The geoid height was determined by GEOID03.
 NB0459
 NB0459.The dynamic height is computed by dividing the NAVD 88
 NB0459.geopotential number by the normal gravity value computed on the
 NB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0459.degrees latitude (g = 980.6199 gals.).
 NB0459
 NB0459.The modeled gravity was interpolated from observed gravity values.
 NB0459
 NB0459;                    North         East    Units  Estimated Accuracy
 NB0459;SPC NY C     -   271,920.      254,660.      MT  (+/- 180 meters Scaled)
 NB0459
 NB0459                          SUPERSEDED SURVEY CONTROL
 NB0459
 NB0459  NGVD 29 (??/??/92)  252.619  (m)          828.80   (f) ADJ UNCH    2 0
 NB0459
 NB0459.Superseded values are not recommended for survey control.
 NB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0459.See file dsdata.txt to determine how the superseded data were derived.
 NB0459
 NB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN744007(NAD 83)
 NB0459_MARKER: DB = BENCH MARK DISK
 NB0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0459_STAMPING: E 103 1935
 NB0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0459+STABILITY: SURFACE MOTION
 NB0459
 NB0459  HISTORY     - Date     Condition        Report By
 NB0459  HISTORY     - 1935     MONUMENTED       CGS
 NB0459  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0459  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0459  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0459  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 NB0459
 NB0459                          STATION DESCRIPTION
 NB0459
 NB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NB0459'1.2 MI W FROM ITHACA.
 NB0459'IS LOCATED 1.2 MILES WEST OF THE LEHIGH VALLEY RAILROAD STATION. 58
 NB0459'FT. SOUTH OF CENTERLINE OF HIGHWAY, ON OUTSIDE OF A CURVE. 22 FT.
 NB0459'SOUTH OF CENTERLINE OF OLD ROAD. 6.8 FT. WEST OF CORNER FENCE POST.
 NB0459'AT ITHACA CITY LIMITS. 1 FT. NORTH OF FENCE LINE. TABLET SET IN TOP
 NB0459'OF CONCRETE POST 3 IN. HIGH.
 NB0459
 NB0459                          STATION RECOVERY (1982)
 NB0459
 NB0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0459'NOT RECOVERED, A ROAD HAS BEEN CONSTRUCTED TO THE SOUTH AT THE
 NB0459'DESCRIBED LOCATION, ASSUMED DESTROYED.
 NB0459
 NB0459                          STATION RECOVERY (1985)
 NB0459
 NB0459'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0459'MARK NOT FOUND.
 NB0459
 NB0459                          STATION RECOVERY (1985)
 NB0459
 NB0459'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0459'MARK NOT FOUND.
 NB0459
 NB0459                          STATION RECOVERY (1994)
 NB0459
 NB0459'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0384 ***********************************************************************
 PH0384  DESIGNATION -  E 104
 PH0384  PID         -  PH0384
 PH0384  STATE/COUNTY-  NY/ST LAWRENCE
 PH0384  USGS QUAD   -  CRANBERRY LAKE (1968)
 PH0384
 PH0384                         *CURRENT SURVEY CONTROL
 PH0384  ___________________________________________________________________
 PH0384* NAD 83(1986)-  44 14 00.     (N)    074 48 02.     (W)     SCALED    
 PH0384* NAVD 88     -       467.567  (meters)    1534.01   (feet)  ADJUSTED  
 PH0384  ___________________________________________________________________
 PH0384  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 PH0384  DYNAMIC HT  -         467.483 (meters)    1533.73  (feet)  COMP
 PH0384  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 PH0384
 PH0384  VERT ORDER  -  SECOND    CLASS 0
 PH0384
 PH0384.The horizontal coordinates were scaled from a topographic map and have
 PH0384.an estimated accuracy of +/- 6 seconds.
 PH0384
 PH0384.The orthometric height was determined by differential leveling
 PH0384.and adjusted by the National Geodetic Survey in June 1991..
 PH0384
 PH0384.The geoid height was determined by GEOID03.
 PH0384
 PH0384.The dynamic height is computed by dividing the NAVD 88
 PH0384.geopotential number by the normal gravity value computed on the
 PH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0384.degrees latitude (g = 980.6199 gals.).
 PH0384
 PH0384.The modeled gravity was interpolated from observed gravity values.
 PH0384
 PH0384;                    North         East    Units  Estimated Accuracy
 PH0384;SPC NY E     -   599,730.      125,990.      MT  (+/- 180 meters Scaled)
 PH0384
 PH0384                          SUPERSEDED SURVEY CONTROL
 PH0384
 PH0384  NGVD 29 (??/??/92)  467.652  (m)         1534.29   (f) ADJ UNCH    2 0
 PH0384
 PH0384.Superseded values are not recommended for survey control.
 PH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0384.See file dsdata.txt to determine how the superseded data were derived.
 PH0384
 PH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP159978(NAD 83)
 PH0384_MARKER: DB = BENCH MARK DISK
 PH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0384_STAMPING: E-104--1935
 PH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0384+STABILITY: SURFACE MOTION
 PH0384
 PH0384  HISTORY     - Date     Condition        Report By
 PH0384  HISTORY     - 1935     MONUMENTED       CGS
 PH0384  HISTORY     - 1970     GOOD             LDA
 PH0384
 PH0384                          STATION DESCRIPTION
 PH0384
 PH0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PH0384'2.4 MI NE FROM CRANBERRY LAKE.
 PH0384'IS LOCATED 2.4 MILES NORTHEAST OF THE POST OFFICE AT CRANBERRY LAKE.
 PH0384'25 FT. SOUTHWEST OF CENTERLINE OF HIGHWAY. ON SOUTH SLOPE OF A HILL.
 PH0384'ON LINE TANGENT TO SOUTHWEST EDGE OF HIGHWAY LOOKING NORTHWEST. TABLET
 PH0384'SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 PH0384
 PH0384                          STATION RECOVERY (1970)
 PH0384
 PH0384'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 PH0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0763 ***********************************************************************
 PH0763  DESIGNATION -  E 105
 PH0763  PID         -  PH0763
 PH0763  STATE/COUNTY-  NY/ST LAWRENCE
 PH0763  USGS QUAD   -  POTSDAM (1964)
 PH0763
 PH0763                         *CURRENT SURVEY CONTROL
 PH0763  ___________________________________________________________________
 PH0763* NAD 83(1986)-  44 38 59.     (N)    074 58 07.     (W)     SCALED    
 PH0763* NAVD 88     -       131.961  (meters)     432.94   (feet)  ADJUSTED  
 PH0763  ___________________________________________________________________
 PH0763  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 PH0763  DYNAMIC HT  -         131.951 (meters)     432.91  (feet)  COMP
 PH0763  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 PH0763
 PH0763  VERT ORDER  -  SECOND    CLASS 0
 PH0763
 PH0763.The horizontal coordinates were scaled from a topographic map and have
 PH0763.an estimated accuracy of +/- 6 seconds.
 PH0763
 PH0763.The orthometric height was determined by differential leveling
 PH0763.and adjusted by the National Geodetic Survey in June 1991..
 PH0763
 PH0763.The geoid height was determined by GEOID03.
 PH0763
 PH0763.The dynamic height is computed by dividing the NAVD 88
 PH0763.geopotential number by the normal gravity value computed on the
 PH0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0763.degrees latitude (g = 980.6199 gals.).
 PH0763
 PH0763.The modeled gravity was interpolated from observed gravity values.
 PH0763
 PH0763;                    North         East    Units  Estimated Accuracy
 PH0763;SPC NY E     -   646,060.      112,830.      MT  (+/- 180 meters Scaled)
 PH0763
 PH0763                          SUPERSEDED SURVEY CONTROL
 PH0763
 PH0763  NGVD 29 (??/??/92)  132.091  (m)          433.37   (f) ADJ UNCH    2 0
 PH0763
 PH0763.Superseded values are not recommended for survey control.
 PH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0763.See file dsdata.txt to determine how the superseded data were derived.
 PH0763
 PH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ024440(NAD 83)
 PH0763_MARKER: DB = BENCH MARK DISK
 PH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0763_SP_SET: CONCRETE POST
 PH0763_STAMPING: E 105 1935
 PH0763_MARK LOGO: CGS   
 PH0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0763+STABILITY: SURFACE MOTION
 PH0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH0763+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 PH0763
 PH0763  HISTORY     - Date     Condition        Report By
 PH0763  HISTORY     - 1935     MONUMENTED       CGS
 PH0763  HISTORY     - 19890316 GOOD             NGS
 PH0763  HISTORY     - 20060523 GOOD             NYDT
 PH0763
 PH0763                          STATION DESCRIPTION
 PH0763
 PH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PH0763'1.6 MI S FROM POTSDAM.
 PH0763'IS 1.6 MILES SOUTH OF POTSDAM, ALONG STATE HY. 56, 6 TELEPHONE POLES
 PH0763'NORTH OF JUNCTION OF STATE HYS 72 A AND 56, 30 FT. EAST OF CENTERLINE
 PH0763'OF HIGHWAY, 2 FT. NORTH OF NORTH BRICK GATE POST AT WEST ENTRANCE
 PH0763'POTSDAM CEMETERY.  STANDARD TABLET IN TOP OF CONCRETE POST SET 2
 PH0763'INCHES ABOVE GROUND.
 PH0763
 PH0763                          STATION RECOVERY (1989)
 PH0763
 PH0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (DW)
 PH0763'RECOVERED AS DESCRIBED.
 PH0763
 PH0763                          STATION RECOVERY (2006)
 PH0763
 PH0763'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 PH0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1226 ***********************************************************************
 PG1226  DESIGNATION -  E 106
 PG1226  PID         -  PG1226
 PG1226  STATE/COUNTY-  NY/CLINTON
 PG1226  USGS QUAD   -  PERU (1966)
 PG1226
 PG1226                         *CURRENT SURVEY CONTROL
 PG1226  ___________________________________________________________________
 PG1226* NAD 83(1986)-  44 34 30.     (N)    073 31 45.     (W)     SCALED    
 PG1226* NAVD 88     -       105.877  (meters)     347.36   (feet)  ADJUSTED  
 PG1226  ___________________________________________________________________
 PG1226  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 PG1226  DYNAMIC HT  -         105.868 (meters)     347.34  (feet)  COMP
 PG1226  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 PG1226
 PG1226  VERT ORDER  -  SECOND    CLASS 0
 PG1226
 PG1226.The horizontal coordinates were scaled from a topographic map and have
 PG1226.an estimated accuracy of +/- 6 seconds.
 PG1226
 PG1226.The orthometric height was determined by differential leveling
 PG1226.and adjusted by the National Geodetic Survey in June 1991..
 PG1226
 PG1226.The geoid height was determined by GEOID03.
 PG1226
 PG1226.The dynamic height is computed by dividing the NAVD 88
 PG1226.geopotential number by the normal gravity value computed on the
 PG1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1226.degrees latitude (g = 980.6199 gals.).
 PG1226
 PG1226.The modeled gravity was interpolated from observed gravity values.
 PG1226
 PG1226;                    North         East    Units  Estimated Accuracy
 PG1226;SPC NY E     -   638,110.      227,100.      MT  (+/- 180 meters Scaled)
 PG1226
 PG1226                          SUPERSEDED SURVEY CONTROL
 PG1226
 PG1226  NGVD 29 (??/??/??)  105.991  (m)          347.74   (f) ADJUSTED    2 0
 PG1226
 PG1226.Superseded values are not recommended for survey control.
 PG1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1226.See file dsdata.txt to determine how the superseded data were derived.
 PG1226
 PG1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ167367(NAD 83)
 PG1226_MARKER: DB = BENCH MARK DISK
 PG1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1226_STAMPING: E 106 1935
 PG1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1226+STABILITY: SURFACE MOTION
 PG1226
 PG1226  HISTORY     - Date     Condition        Report By
 PG1226  HISTORY     - 1935     MONUMENTED       CGS
 PG1226  HISTORY     - 1944     GOOD             CGS
 PG1226
 PG1226                          STATION DESCRIPTION
 PG1226
 PG1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1226'IN PERU.
 PG1226'AT PERU, CLINTON COUNTY, 2-1/2 POLES WEST OF THE DELAWARE AND HUDSON
 PG1226'RAILROAD STATION, 85 FEET WEST OF MILEPOST P 11, 40.1 FEET NORTHWEST
 PG1226'OF THE NORTHWEST CORNER OF THE SECTION TOOL HOUSE, 40 FEET NORTH OF
 PG1226'THE NORTH RAIL OF THE NORTH TRACK, AND 8 FEET SOUTH OF THE RIGHT-OF-
 PG1226'WAY FENCE. A STANDARD DISK, STAMPED E 106 1935 AND SET IN THE TOP OF A
 PG1226'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PG1226
 PG1226                          STATION RECOVERY (1944)
 PG1226
 PG1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 PG1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0451 ***********************************************************************
 KU0451  DESIGNATION -  E 107
 KU0451  PID         -  KU0451
 KU0451  STATE/COUNTY-  NY/SUFFOLK
 KU0451  USGS QUAD   -  NORTHPORT (1979)
 KU0451
 KU0451                         *CURRENT SURVEY CONTROL
 KU0451  ___________________________________________________________________
 KU0451* NAD 83(1986)-  40 54 26.     (N)    073 20 36.     (W)     SCALED    
 KU0451* NAVD 88     -        44.371  (meters)     145.57   (feet)  ADJUSTED  
 KU0451  ___________________________________________________________________
 KU0451  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 KU0451  DYNAMIC HT  -          44.356 (meters)     145.52  (feet)  COMP
 KU0451  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 KU0451
 KU0451  VERT ORDER  -  SECOND    CLASS 0
 KU0451
 KU0451.The horizontal coordinates were scaled from a topographic map and have
 KU0451.an estimated accuracy of +/- 6 seconds.
 KU0451
 KU0451.The orthometric height was determined by differential leveling
 KU0451.and adjusted by the National Geodetic Survey in June 1991..
 KU0451
 KU0451.The geoid height was determined by GEOID03.
 KU0451
 KU0451.The dynamic height is computed by dividing the NAVD 88
 KU0451.geopotential number by the normal gravity value computed on the
 KU0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0451.degrees latitude (g = 980.6199 gals.).
 KU0451
 KU0451.The modeled gravity was interpolated from observed gravity values.
 KU0451
 KU0451;                    North         East    Units  Estimated Accuracy
 KU0451;SPC NY L     -    82,440.      355,330.      MT  (+/- 180 meters Scaled)
 KU0451
 KU0451                          SUPERSEDED SURVEY CONTROL
 KU0451
 KU0451  NGVD 29 (??/??/92)   44.684  (m)          146.60   (f) ADJ UNCH    2 0
 KU0451
 KU0451.Superseded values are not recommended for survey control.
 KU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0451.See file dsdata.txt to determine how the superseded data were derived.
 KU0451
 KU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL395297(NAD 83)
 KU0451_MARKER: DV = VERTICAL CONTROL DISK
 KU0451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU0451_SP_SET: RETAINING WALL
 KU0451_MARK LOGO: NGS   
 KU0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0451+STABILITY: SURFACE MOTION
 KU0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0451+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2000
 KU0451
 KU0451  HISTORY     - Date     Condition        Report By
 KU0451  HISTORY     - UNK      MONUMENTED       CGS
 KU0451  HISTORY     - 1958     GOOD             NGS
 KU0451  HISTORY     - 1975     GOOD             NY-103
 KU0451  HISTORY     - 1986     GOOD             USPSQD
 KU0451  HISTORY     - 19930820 GOOD             DENI
 KU0451  HISTORY     - 20000617 GOOD             LOCENG
 KU0451
 KU0451                          STATION DESCRIPTION
 KU0451
 KU0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KU0451'0.4 MI N FROM NORTHPORT.
 KU0451'ABOUT 0.45 MILES NORTH ALONG OCEAN DRIVE FROM THE JUNCTION OF
 KU0451'OCEAN DRIVE, MAIN STREET, AND CHURCH STREET IN NORTHPORT, AT THE
 KU0451'JUNCTION OF OCEAN DRIVE AND HIGHLAND AVENUE, SET IN THE TOP
 KU0451'OF THE EAST CORNER OF A RETAINING WALL, 4 1/2 FEET NORTHWEST
 KU0451'OF THE CENTER LINE OF OCEAN DRIVE, 25 1/2 FEET SOUTHWEST OF THE
 KU0451'CENTER LINE OF HIGHLAND AVENUE, 24 FEET WEST OF THE CENTER
 KU0451'LINE OF THE JUNCTION, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KU0451'SIDEWALK.
 KU0451
 KU0451                          STATION RECOVERY (1975)
 KU0451
 KU0451'RECOVERY NOTE BY SUFFOLK COUNTY NEW YORK 1975
 KU0451'RECOVERED IN GOOD CONDITION.
 KU0451
 KU0451                          STATION RECOVERY (1986)
 KU0451
 KU0451'RECOVERY NOTE BY US POWER SQUADRON 1986 (SMH)
 KU0451'RECOVERED IN GOOD CONDITION.
 KU0451
 KU0451                          STATION RECOVERY (1993)
 KU0451
 KU0451'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1993
 KU0451'RECOVERED AS DESCRIBED.
 KU0451
 KU0451                          STATION RECOVERY (2000)
 KU0451
 KU0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KU0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1488 ***********************************************************************
 NA1488  DESIGNATION -  E 109
 NA1488  PID         -  NA1488
 NA1488  STATE/COUNTY-  NY/BROOME
 NA1488  USGS QUAD   -  CHENANGO FORKS (1968)
 NA1488
 NA1488                         *CURRENT SURVEY CONTROL
 NA1488  ___________________________________________________________________
 NA1488* NAD 83(1986)-  42 12 49.     (N)    075 50 56.     (W)     SCALED    
 NA1488* NAVD 88     -       275.239  (meters)     903.01   (feet)  ADJUSTED  
 NA1488  ___________________________________________________________________
 NA1488  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 NA1488  DYNAMIC HT  -         275.138 (meters)     902.68  (feet)  COMP
 NA1488  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 NA1488
 NA1488  VERT ORDER  -  SECOND    CLASS 0
 NA1488
 NA1488.The horizontal coordinates were scaled from a topographic map and have
 NA1488.an estimated accuracy of +/- 6 seconds.
 NA1488
 NA1488.The orthometric height was determined by differential leveling
 NA1488.and adjusted by the National Geodetic Survey in June 1991..
 NA1488
 NA1488.The geoid height was determined by GEOID03.
 NA1488
 NA1488.The dynamic height is computed by dividing the NAVD 88
 NA1488.geopotential number by the normal gravity value computed on the
 NA1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1488.degrees latitude (g = 980.6199 gals.).
 NA1488
 NA1488.The modeled gravity was interpolated from observed gravity values.
 NA1488
 NA1488;                    North         East    Units  Estimated Accuracy
 NA1488;SPC NY E     -   376,210.       38,630.      MT  (+/- 180 meters Scaled)
 NA1488
 NA1488                          SUPERSEDED SURVEY CONTROL
 NA1488
 NA1488  NGVD 29 (??/??/92)  275.374  (m)          903.46   (f) ADJ UNCH    2 0
 NA1488
 NA1488.Superseded values are not recommended for survey control.
 NA1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1488.See file dsdata.txt to determine how the superseded data were derived.
 NA1488
 NA1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM299738(NAD 83)
 NA1488_MARKER: DB = BENCH MARK DISK
 NA1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1488_STAMPING: E 109 1935
 NA1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1488+STABILITY: SURFACE MOTION
 NA1488
 NA1488  HISTORY     - Date     Condition        Report By
 NA1488  HISTORY     - 1935     MONUMENTED       CGS
 NA1488  HISTORY     - 1980     GOOD             LOCSUR
 NA1488
 NA1488                          STATION DESCRIPTION
 NA1488
 NA1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1488'1.5 MI S FROM CHENANGO FORKS.
 NA1488'1.5 MILES SOUTH ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE STATION
 NA1488'AT CHENANGO FORKS, BROOME COUNTY, 310 YARDS NORTH OF MILEPOST 201, AT
 NA1488'A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 21
 NA1488'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 NA1488'STAMPED E 109 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NA1488'INCHES ABOVE GROUND.
 NA1488
 NA1488                          STATION RECOVERY (1980)
 NA1488
 NA1488'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 NA1488'47 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 35 FEET WEST OF THE
 NA1488'WEST RAIL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0421 ***********************************************************************
 PH0421  DESIGNATION -  E 11
 PH0421  PID         -  PH0421
 PH0421  STATE/COUNTY-  NY/ST LAWRENCE
 PH0421  USGS QUAD   -  NORFOLK (1964)
 PH0421
 PH0421                         *CURRENT SURVEY CONTROL
 PH0421  ___________________________________________________________________
 PH0421* NAD 83(1986)-  44 45 07.     (N)    074 59 08.     (W)     SCALED    
 PH0421* NAVD 88     -       104.905  (meters)     344.18   (feet)  ADJUSTED  
 PH0421  ___________________________________________________________________
 PH0421  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 PH0421  DYNAMIC HT  -         104.899 (meters)     344.16  (feet)  COMP
 PH0421  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 PH0421
 PH0421  VERT ORDER  -  FIRST     CLASS II
 PH0421
 PH0421.The horizontal coordinates were scaled from a topographic map and have
 PH0421.an estimated accuracy of +/- 6 seconds.
 PH0421
 PH0421.The orthometric height was determined by differential leveling
 PH0421.and adjusted by the National Geodetic Survey in June 1991..
 PH0421
 PH0421.The geoid height was determined by GEOID03.
 PH0421
 PH0421.The dynamic height is computed by dividing the NAVD 88
 PH0421.geopotential number by the normal gravity value computed on the
 PH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0421.degrees latitude (g = 980.6199 gals.).
 PH0421
 PH0421.The modeled gravity was interpolated from observed gravity values.
 PH0421
 PH0421;                    North         East    Units  Estimated Accuracy
 PH0421;SPC NY E     -   657,430.      111,550.      MT  (+/- 180 meters Scaled)
 PH0421
 PH0421                          SUPERSEDED SURVEY CONTROL
 PH0421
 PH0421  NGVD 29 (??/??/92)  105.034  (m)          344.60   (f) ADJ UNCH    1 2
 PH0421
 PH0421.Superseded values are not recommended for survey control.
 PH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0421.See file dsdata.txt to determine how the superseded data were derived.
 PH0421
 PH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ011553(NAD 83)
 PH0421_MARKER: Q = CHISELED SQUARE
 PH0421_SETTING: 80 = SET IN A BOULDER
 PH0421_SP_SET: BOULDER
 PH0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0421+STABILITY: SURFACE MOTION
 PH0421
 PH0421  HISTORY     - Date     Condition        Report By
 PH0421  HISTORY     - UNK      MONUMENTED       CGS
 PH0421  HISTORY     - 1919     GOOD             NGS
 PH0421  HISTORY     - 1945     MARK NOT FOUND
 PH0421
 PH0421                          STATION DESCRIPTION
 PH0421
 PH0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH0421'IN NORWOOD.
 PH0421'AT NORWOOD, ST. LAWRENCE COUNTY, ON THE RUTLAND RAILROAD, 8 POLES EAST
 PH0421'OF THE STATION, 4 POLES EAST OF MILEPOST OG 25, 27 FEET WEST OF A
 PH0421'SWITCH SHANTY, 36 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, ON
 PH0421'THE TOP OF A LARGE EMBEDDED BOULDER, AND ABOUT 3 FEET HIGHER THAN THE
 PH0421'TRACK.  A CHISELED SQUARE.
 PH0421
 PH0421                          STATION RECOVERY (1945)
 PH0421
 PH0421'RECOVERED 1945
 PH0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0205 ***********************************************************************
 NB0205  DESIGNATION -  E 110
 NB0205  PID         -  NB0205
 NB0205  STATE/COUNTY-  NY/CORTLAND
 NB0205  USGS QUAD   -  TULLY (1955)
 NB0205
 NB0205                         *CURRENT SURVEY CONTROL
 NB0205  ___________________________________________________________________
 NB0205* NAD 83(1986)-  42 45 56.     (N)    076 07 23.     (W)     SCALED    
 NB0205* NAVD 88     -       366.947  (meters)    1203.89   (feet)  ADJUSTED  
 NB0205  ___________________________________________________________________
 NB0205  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 NB0205  DYNAMIC HT  -         366.828 (meters)    1203.50  (feet)  COMP
 NB0205  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 NB0205
 NB0205  VERT ORDER  -  SECOND    CLASS 0
 NB0205
 NB0205.The horizontal coordinates were scaled from a topographic map and have
 NB0205.an estimated accuracy of +/- 6 seconds.
 NB0205
 NB0205.The orthometric height was determined by differential leveling
 NB0205.and adjusted by the National Geodetic Survey in June 1991..
 NB0205
 NB0205.The geoid height was determined by GEOID03.
 NB0205
 NB0205.The dynamic height is computed by dividing the NAVD 88
 NB0205.geopotential number by the normal gravity value computed on the
 NB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0205.degrees latitude (g = 980.6199 gals.).
 NB0205
 NB0205.The modeled gravity was interpolated from observed gravity values.
 NB0205
 NB0205;                    North         East    Units  Estimated Accuracy
 NB0205;SPC NY C     -   307,230.      287,670.      MT  (+/- 180 meters Scaled)
 NB0205
 NB0205                          SUPERSEDED SURVEY CONTROL
 NB0205
 NB0205  NGVD 29 (??/??/92)  367.072  (m)         1204.30   (f) ADJ UNCH    2 0
 NB0205
 NB0205.Superseded values are not recommended for survey control.
 NB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0205.See file dsdata.txt to determine how the superseded data were derived.
 NB0205
 NB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN081353(NAD 83)
 NB0205_MARKER: DB = BENCH MARK DISK
 NB0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0205_STAMPING: E 110 1935
 NB0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0205+STABILITY: SURFACE MOTION
 NB0205
 NB0205  HISTORY     - Date     Condition        Report By
 NB0205  HISTORY     - 1935     MONUMENTED       CGS
 NB0205  HISTORY     - 1936     GOOD             NGS
 NB0205  HISTORY     - 19910329 MARK NOT FOUND   USPSQD
 NB0205
 NB0205                          STATION DESCRIPTION
 NB0205
 NB0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NB0205'2.1 MI N FROM PREBLE.
 NB0205'2.1 MILES NORTH ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE
 NB0205'STATION AT
 NB0205'PREBLE, CORTLAND COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST 247, AT A
 NB0205'COUNTY-ROAD CROSSING, 51 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NB0205'COUNTY ROAD, 17.5 FEET EAST OF THE EAST RAIL, AND 5.1 FEET NORTHWEST
 NB0205'OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED E 110 1935 AND
 NB0205'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NB0205
 NB0205                          STATION RECOVERY (1991)
 NB0205
 NB0205'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0280 ***********************************************************************
 OF0280  DESIGNATION -  E 111
 OF0280  PID         -  OF0280
 OF0280  STATE/COUNTY-  NY/ONONDAGA
 OF0280  USGS QUAD   -  BREWERTON (1978)
 OF0280
 OF0280                         *CURRENT SURVEY CONTROL
 OF0280  ___________________________________________________________________
 OF0280* NAD 83(1986)-  43 14 24.     (N)    076 08 36.     (W)     SCALED    
 OF0280* NAVD 88     -       119.464  (meters)     391.94   (feet)  ADJUSTED  
 OF0280  ___________________________________________________________________
 OF0280  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OF0280  DYNAMIC HT  -         119.437 (meters)     391.85  (feet)  COMP
 OF0280  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 OF0280
 OF0280  VERT ORDER  -  SECOND    CLASS 0
 OF0280
 OF0280.The horizontal coordinates were scaled from a topographic map and have
 OF0280.an estimated accuracy of +/- 6 seconds.
 OF0280
 OF0280.The orthometric height was determined by differential leveling
 OF0280.and adjusted by the National Geodetic Survey in June 1991..
 OF0280
 OF0280.The geoid height was determined by GEOID03.
 OF0280
 OF0280.The dynamic height is computed by dividing the NAVD 88
 OF0280.geopotential number by the normal gravity value computed on the
 OF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0280.degrees latitude (g = 980.6199 gals.).
 OF0280
 OF0280.The modeled gravity was interpolated from observed gravity values.
 OF0280
 OF0280;                    North         East    Units  Estimated Accuracy
 OF0280;SPC NY C     -   359,930.      285,740.      MT  (+/- 180 meters Scaled)
 OF0280
 OF0280                          SUPERSEDED SURVEY CONTROL
 OF0280
 OF0280  NGVD 29 (??/??/92)  119.650  (m)          392.55   (f) ADJ UNCH    2 0
 OF0280
 OF0280.Superseded values are not recommended for survey control.
 OF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0280.See file dsdata.txt to determine how the superseded data were derived.
 OF0280
 OF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN071881(NAD 83)
 OF0280_MARKER: DB = BENCH MARK DISK
 OF0280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OF0280_SP_SET: ABUTMENT
 OF0280_STAMPING: E 111 1935
 OF0280_MARK LOGO: CGS   
 OF0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0280+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OF0280
 OF0280  HISTORY     - Date     Condition        Report By
 OF0280  HISTORY     - 1935     MONUMENTED       CGS
 OF0280  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 OF0280  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 OF0280  HISTORY     - 20010827 GOOD             NGS
 OF0280
 OF0280                          STATION DESCRIPTION
 OF0280
 OF0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OF0280'AT BREWERTON.
 OF0280'AT BREWERTON, ONONDAGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 OF0280'0.15 MILE NORTH OF THE STATION, AT A TRESTLE OVER ONEIDA RIVER, IN
 OF0280'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL, AND 6 FEET
 OF0280'EAST OF THE EAST RAIL. A STANDARD DISK, STAMPED E 111 1935.
 OF0280
 OF0280                          STATION RECOVERY (1996)
 OF0280
 OF0280'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF0280'MARK NOT FOUND.
 OF0280
 OF0280                          STATION RECOVERY (1998)
 OF0280
 OF0280'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0280'MARK NOT FOUND.
 OF0280
 OF0280                          STATION RECOVERY (2001)
 OF0280
 OF0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 OF0280'THE MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION WITH THE
 OF0280'FOLLOWING
 OF0280'EXCEPTION AND ADDITION.  THE SETTING CODE IS A 38 ABUTMENT NOT A 30
 OF0280'CULVERT AND THE MARK
 OF0280'IS 1.3 M BELOW THE LEVEL OF THE TRACK.
 OF0280' 
 OF0280' 
 OF0280'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0281 ***********************************************************************
 OF0281  DESIGNATION -  E 111 RESET 1965
 OF0281  PID         -  OF0281
 OF0281  STATE/COUNTY-  NY/ONONDAGA
 OF0281  USGS QUAD   -  BREWERTON (1978)
 OF0281
 OF0281                         *CURRENT SURVEY CONTROL
 OF0281  ___________________________________________________________________
 OF0281* NAD 83(1986)-  43 14 23.     (N)    076 08 37.     (W)     SCALED    
 OF0281* NAVD 88     -       118.89   (+/-2cm)     390.1    (feet)  VERTCON   
 OF0281  ___________________________________________________________________
 OF0281  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OF0281
 OF0281  VERT ORDER  -  THIRD (See Below)
 OF0281
 OF0281.The horizontal coordinates were scaled from a topographic map and have
 OF0281.an estimated accuracy of +/- 6 seconds.
 OF0281
 OF0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0281.The vertical order pertains to the NGVD 29 superseded value.
 OF0281
 OF0281.The geoid height was determined by GEOID03.
 OF0281
 OF0281;                    North         East    Units  Estimated Accuracy
 OF0281;SPC NY C     -   359,890.      285,710.      MT  (+/- 180 meters Scaled)
 OF0281
 OF0281                          SUPERSEDED SURVEY CONTROL
 OF0281
 OF0281  NGVD 29 (09/01/04)  119.07   (m)          390.6    (f) RESET       3  
 OF0281
 OF0281.Superseded values are not recommended for survey control.
 OF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0281.See file dsdata.txt to determine how the superseded data were derived.
 OF0281
 OF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN071880(NAD 83)
 OF0281_MARKER: DB = BENCH MARK DISK
 OF0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0281_SP_SET: BRIDGE ABUTMENT
 OF0281_STAMPING: E 111 RESET 1965
 OF0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0281+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OF0281
 OF0281  HISTORY     - Date     Condition        Report By
 OF0281  HISTORY     - 1965     MONUMENTED       NYDT
 OF0281  HISTORY     - 1968     GOOD             NGS
 OF0281  HISTORY     - 1969     GOOD             KONSKI
 OF0281  HISTORY     - 1985     GOOD             USPSQD
 OF0281  HISTORY     - 1987     GOOD             USPSQD
 OF0281  HISTORY     - 1990     GOOD             USPSQD
 OF0281  HISTORY     - 20031004 GOOD             USPSQD
 OF0281
 OF0281                          STATION DESCRIPTION
 OF0281
 OF0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0281'AT BREWERTON.
 OF0281'AT BREWERTON, ABOUT 0.15 MILE NORTH ALONG THE PENNSYLVANIA CENTRAL
 OF0281'RAILROAD FROM THE STATION, AT A BRIDGE OVER THE ONEIDA RIVER, SET IN
 OF0281'THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, 10.7 FEET
 OF0281'EAST OF THE EAST RAIL.
 OF0281
 OF0281                          STATION RECOVERY (1969)
 OF0281
 OF0281'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0281'RECOVERED IN GOOD CONDITION.
 OF0281
 OF0281                          STATION RECOVERY (1985)
 OF0281
 OF0281'RECOVERY NOTE BY US POWER SQUADRON 1985
 OF0281'2 FT. 7 IN. SOUTH THE EAST FROM SOUTH-EAST CORNER OF ANCHOR PLATE. 10
 OF0281'FT. 9 IN. FROM EAST RAIL. 46 FT. 6 IN NORTH-EAST OF THE END OF THE
 OF0281'RAILING, AT THE END OF THE RAILING THERE IS A BLUE CONRAIL NO
 OF0281'TRESPASSING SIGN.
 OF0281
 OF0281                          STATION RECOVERY (1987)
 OF0281
 OF0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJB)
 OF0281'RECOVERED IN GOOD CONDITION.
 OF0281
 OF0281                          STATION RECOVERY (1990)
 OF0281
 OF0281'RECOVERY NOTE BY US POWER SQUADRON 1990 (RJB)
 OF0281'RECOVERED IN GOOD CONDITION.
 OF0281
 OF0281                          STATION RECOVERY (2003)
 OF0281
 OF0281'RECOVERY NOTE BY US POWER SQUADRON 2003 (DT)
 OF0281'MARK STAMPED E111 RESET IS ATTACHED TO SOUTHEAST RAILROAD BRIDGE
 OF0281'ABUTMENT OF BRIDGE OVER THE ONEIDA RIVER IN BREWERTON, NY. MARK WAS
 OF0281'RECOVERED BY DONALD THOMAS, RONALD HOWE AND PATRICIA HOWE(ALL OF THE
 OF0281'SYRACUSE SAIL AND POWER SQUADRON) ON THE SQUADRON'S ANNUAL GEODETIC
 OF0281'HUNT. MARK IS IN TARNISHED BUT NEAR PERFECT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1499 ***********************************************************************
 NA1499  DESIGNATION -  E 112
 NA1499  PID         -  NA1499
 NA1499  STATE/COUNTY-  NY/CHENANGO
 NA1499  USGS QUAD   -  BRISBEN (1949)
 NA1499
 NA1499                         *CURRENT SURVEY CONTROL
 NA1499  ___________________________________________________________________
 NA1499* NAD 83(1986)-  42 21 49.     (N)    075 40 38.     (W)     SCALED    
 NA1499* NAVD 88     -       284.871  (meters)     934.61   (feet)  ADJUSTED  
 NA1499  ___________________________________________________________________
 NA1499  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 NA1499  DYNAMIC HT  -         284.771 (meters)     934.29  (feet)  COMP
 NA1499  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 NA1499
 NA1499  VERT ORDER  -  SECOND    CLASS 0
 NA1499
 NA1499.The horizontal coordinates were scaled from a topographic map and have
 NA1499.an estimated accuracy of +/- 6 seconds.
 NA1499
 NA1499.The orthometric height was determined by differential leveling
 NA1499.and adjusted by the National Geodetic Survey in June 1991..
 NA1499
 NA1499.The geoid height was determined by GEOID03.
 NA1499
 NA1499.The dynamic height is computed by dividing the NAVD 88
 NA1499.geopotential number by the normal gravity value computed on the
 NA1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1499.degrees latitude (g = 980.6199 gals.).
 NA1499
 NA1499.The modeled gravity was interpolated from observed gravity values.
 NA1499
 NA1499;                    North         East    Units  Estimated Accuracy
 NA1499;SPC NY C     -   262,880.      324,640.      MT  (+/- 180 meters Scaled)
 NA1499
 NA1499                          SUPERSEDED SURVEY CONTROL
 NA1499
 NA1499  NGVD 29 (??/??/92)  284.998  (m)          935.03   (f) ADJ UNCH    2 0
 NA1499
 NA1499.Superseded values are not recommended for survey control.
 NA1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1499.See file dsdata.txt to determine how the superseded data were derived.
 NA1499
 NA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM442903(NAD 83)
 NA1499_MARKER: DB = BENCH MARK DISK
 NA1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1499_STAMPING: E-112--1935
 NA1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1499+STABILITY: SURFACE MOTION
 NA1499
 NA1499  HISTORY     - Date     Condition        Report By
 NA1499  HISTORY     - 1935     MONUMENTED       CGS
 NA1499
 NA1499                          STATION DESCRIPTION
 NA1499
 NA1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1499'AT BRISBEN.
 NA1499'IS LOCATED 87 FT. EAST OF THE EAST END OF THE D.L. AND W. STATION.
 NA1499'22 FT. SOUTHEAST OF SOUTHEAST RAIL.  30 FT. SOUTHWEST OF CENTERLINE
 NA1499'OF A FARM ROAD THAT CROSSES TRACK.  TABLET SET IN TOP OF CONCRETE
 NA1499'POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1034 ***********************************************************************
 NA1034  DESIGNATION -  E 113
 NA1034  PID         -  NA1034
 NA1034  STATE/COUNTY-  NY/ONEIDA
 NA1034  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1034
 NA1034                         *CURRENT SURVEY CONTROL
 NA1034  ___________________________________________________________________
 NA1034* NAD 83(1986)-  42 55 11.     (N)    075 22 46.     (W)     SCALED    
 NA1034* NAVD 88     -       381.274  (meters)    1250.90   (feet)  ADJUSTED  
 NA1034  ___________________________________________________________________
 NA1034  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 NA1034  DYNAMIC HT  -         381.156 (meters)    1250.51  (feet)  COMP
 NA1034  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 NA1034
 NA1034  VERT ORDER  -  SECOND    CLASS 0
 NA1034
 NA1034.The horizontal coordinates were scaled from a topographic map and have
 NA1034.an estimated accuracy of +/- 6 seconds.
 NA1034
 NA1034.The orthometric height was determined by differential leveling
 NA1034.and adjusted by the National Geodetic Survey in June 1991..
 NA1034
 NA1034.The geoid height was determined by GEOID03.
 NA1034
 NA1034.The dynamic height is computed by dividing the NAVD 88
 NA1034.geopotential number by the normal gravity value computed on the
 NA1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1034.degrees latitude (g = 980.6199 gals.).
 NA1034
 NA1034.The modeled gravity was interpolated from observed gravity values.
 NA1034
 NA1034;                    North         East    Units  Estimated Accuracy
 NA1034;SPC NY C     -   324,960.      348,290.      MT  (+/- 180 meters Scaled)
 NA1034
 NA1034                          SUPERSEDED SURVEY CONTROL
 NA1034
 NA1034  NGVD 29 (??/??/92)  381.390  (m)         1251.28   (f) ADJ UNCH    2 0
 NA1034
 NA1034.Superseded values are not recommended for survey control.
 NA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1034.See file dsdata.txt to determine how the superseded data were derived.
 NA1034
 NA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN690519(NAD 83)
 NA1034_MARKER: DB = BENCH MARK DISK
 NA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1034_STAMPING: E-113--1935
 NA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1034+STABILITY: SURFACE MOTION
 NA1034
 NA1034  HISTORY     - Date     Condition        Report By
 NA1034  HISTORY     - 1935     MONUMENTED       CGS
 NA1034  HISTORY     - 19901016 MARK NOT FOUND   USGS
 NA1034
 NA1034                          STATION DESCRIPTION
 NA1034
 NA1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA1034'AT SANGERFIELD.
 NA1034'E-113 IS LOCATED AT SANGERFIELD.  220 YARDS NORTHEAST OF NORTHEAST
 NA1034'END OF UNDERPASS IN STATE ROAD 12 UNDER D.L. AND W. RAILROAD.  64
 NA1034'FEET NORTHEAST OF FIRST TELEGRAPH POLE SOUTHWEST OF A FARM ROAD
 NA1034'CROSSING TRACK.  38.7 FEET SOUTHEAST OF SOUTHEAST RAIL.  3, FEET
 NA1034'SOUTHWEST OF CENTERLINE OF A FARM ROAD CROSSING TRACK.  4 FEET
 NA1034'NORTHWEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 NA1034'3 INCHES HIGH.
 NA1034
 NA1034                          STATION RECOVERY (1990)
 NA1034
 NA1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (KDC)
 NA1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0427 ***********************************************************************
 OE0427  DESIGNATION -  E 114
 OE0427  PID         -  OE0427
 OE0427  STATE/COUNTY-  NY/HERKIMER
 OE0427  USGS QUAD   -  
 OE0427
 OE0427                         *CURRENT SURVEY CONTROL
 OE0427  ___________________________________________________________________
 OE0427* NAD 83(1986)-  43 22 52.     (N)    074 53 55.     (W)     SCALED    
 OE0427* NAVD 88     -       425.543  (meters)    1396.14   (feet)  ADJUSTED  
 OE0427  ___________________________________________________________________
 OE0427  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 OE0427  DYNAMIC HT  -         425.427 (meters)    1395.76  (feet)  COMP
 OE0427  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 OE0427
 OE0427  VERT ORDER  -  SECOND    CLASS 0
 OE0427
 OE0427.The horizontal coordinates were scaled from a topographic map and have
 OE0427.an estimated accuracy of +/- 6 seconds.
 OE0427
 OE0427.The orthometric height was determined by differential leveling
 OE0427.and adjusted by the National Geodetic Survey in June 1991..
 OE0427
 OE0427.The geoid height was determined by GEOID03.
 OE0427
 OE0427.The dynamic height is computed by dividing the NAVD 88
 OE0427.geopotential number by the normal gravity value computed on the
 OE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0427.degrees latitude (g = 980.6199 gals.).
 OE0427
 OE0427.The modeled gravity was interpolated from observed gravity values.
 OE0427
 OE0427;                    North         East    Units  Estimated Accuracy
 OE0427;SPC NY E     -   505,090.      117,700.      MT  (+/- 180 meters Scaled)
 OE0427
 OE0427                          SUPERSEDED SURVEY CONTROL
 OE0427
 OE0427  NGVD 29 (??/??/92)  425.659  (m)         1396.52   (f) ADJ UNCH    2 0
 OE0427
 OE0427.Superseded values are not recommended for survey control.
 OE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0427.See file dsdata.txt to determine how the superseded data were derived.
 OE0427
 OE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP082031(NAD 83)
 OE0427_MARKER: DB = BENCH MARK DISK
 OE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0427_STAMPING: E-114 1935
 OE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0427+STABILITY: SURFACE MOTION
 OE0427
 OE0427  HISTORY     - Date     Condition        Report By
 OE0427  HISTORY     - 1935     MONUMENTED       CGS
 OE0427  HISTORY     - 1954     MARK NOT FOUND   USGS
 OE0427  HISTORY     - 1976     MARK NOT FOUND   NGS
 OE0427
 OE0427                          STATION DESCRIPTION
 OE0427
 OE0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OE0427'6.7 MI SW FROM MOREHOUSEVILLE.
 OE0427'IS LOCATED 6.7 MILES S.W. OF SCHOOL AT MOREHOUSEVILLE, ALONG STATE
 OE0427'HIGHWAY NO. 6.  0.3 MILES N.E. OF SMALL SCHOOL NORTH OF HIGHWAY.  225
 OE0427'YDS. N.E. OF N.E. END OF OLD HOTEL.  66 FT. S.W. OF 16 IN. CONCRETE
 OE0427'CULVERT.  30 FT. S.E. OF CENTERLINE OF HIGHWAY.  STANDARD TABLET SET
 OE0427'IN CONCRETE POST 3 IN. ABOVE GROUND.
 OE0427
 OE0427                          STATION RECOVERY (1954)
 OE0427
 OE0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OE0427'MARK NOT FOUND.
 OE0427
 OE0427                          STATION RECOVERY (1976)
 OE0427
 OE0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0251 ***********************************************************************
 PH0251  DESIGNATION -  E 115
 PH0251  PID         -  PH0251
 PH0251  STATE/COUNTY-  NY/ESSEX
 PH0251  USGS QUAD   -  
 PH0251
 PH0251                         *CURRENT SURVEY CONTROL
 PH0251  ___________________________________________________________________
 PH0251* NAD 83(1986)-  44 17 42.     (N)    074 05 09.     (W)     SCALED    
 PH0251* NAVD 88     -       480.041  (meters)    1574.93   (feet)  ADJUSTED  
 PH0251  ___________________________________________________________________
 PH0251  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 PH0251  DYNAMIC HT  -         479.953 (meters)    1574.65  (feet)  COMP
 PH0251  MODELED GRAV-     980,419.6   (mgal)                       NAVD 88
 PH0251
 PH0251  VERT ORDER  -  SECOND    CLASS 0
 PH0251
 PH0251.The horizontal coordinates were scaled from a topographic map and have
 PH0251.an estimated accuracy of +/- 6 seconds.
 PH0251
 PH0251.The orthometric height was determined by differential leveling
 PH0251.and adjusted by the National Geodetic Survey in June 1991..
 PH0251
 PH0251.The geoid height was determined by GEOID03.
 PH0251
 PH0251.The dynamic height is computed by dividing the NAVD 88
 PH0251.geopotential number by the normal gravity value computed on the
 PH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0251.degrees latitude (g = 980.6199 gals.).
 PH0251
 PH0251.The modeled gravity was interpolated from observed gravity values.
 PH0251
 PH0251;                    North         East    Units  Estimated Accuracy
 PH0251;SPC NY E     -   606,620.      183,050.      MT  (+/- 180 meters Scaled)
 PH0251
 PH0251                          SUPERSEDED SURVEY CONTROL
 PH0251
 PH0251  NGVD 29 (??/??/92)  480.121  (m)         1575.20   (f) ADJ UNCH    2 0
 PH0251
 PH0251.Superseded values are not recommended for survey control.
 PH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0251.See file dsdata.txt to determine how the superseded data were derived.
 PH0251
 PH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ729050(NAD 83)
 PH0251_MARKER: DB = BENCH MARK DISK
 PH0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0251_STAMPING: E 115 1935
 PH0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0251+STABILITY: SURFACE MOTION
 PH0251
 PH0251  HISTORY     - Date     Condition        Report By
 PH0251  HISTORY     - 1935     MONUMENTED       CGS
 PH0251  HISTORY     - 1955     GOOD             NGS
 PH0251
 PH0251                          STATION DESCRIPTION
 PH0251
 PH0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PH0251'4.2 MI SE FROM SARANAC LAKE.
 PH0251'ABOUT 4.2 MILES SOUTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 PH0251'THE STATION AT SARANAC LAKE, ABOUT 15 1/2 TELEPHONE POLES EAST OF MILE
 PH0251'POST LP 6, ABOUT 0.4 MILE EAST OF THE STATION AT RAY BROOK, 37 FEET
 PH0251'NORTHWEST OF NORTHWEST RAIL, 456 FEET WEST-SOUTHWEST OF WEST ABUTMENT
 PH0251'OF RAILROAD BRIDGE NO. 238/60, 54 1/2 FEET WEST-SOUTHWEST OF TELEPHONE
 PH0251'POLE NO. 28, 38 FEET EAST-NORTHEAST OF CENTER OF A GATE IN FENCE LINE,
 PH0251'7 FEET SOUTHEAST OF A FENCE LINE, ABOUT 1 FOOT ABOVE LEVEL OF TRACK
 PH0251'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0969 ***********************************************************************
 PG0969  DESIGNATION -  E 116
 PG0969  PID         -  PG0969
 PG0969  STATE/COUNTY-  NY/ESSEX
 PG0969  USGS QUAD   -  
 PG0969
 PG0969                         *CURRENT SURVEY CONTROL
 PG0969  ___________________________________________________________________
 PG0969* NAD 83(1986)-  44 11 13.     (N)    073 37 02.     (W)     SCALED    
 PG0969* NAVD 88     -       169.925  (meters)     557.50   (feet)  ADJUSTED  
 PG0969  ___________________________________________________________________
 PG0969  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 PG0969  DYNAMIC HT  -         169.901 (meters)     557.42  (feet)  COMP
 PG0969  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 PG0969
 PG0969  VERT ORDER  -  SECOND    CLASS 0
 PG0969
 PG0969.The horizontal coordinates were scaled from a topographic map and have
 PG0969.an estimated accuracy of +/- 6 seconds.
 PG0969
 PG0969.The orthometric height was determined by differential leveling
 PG0969.and adjusted by the National Geodetic Survey in June 1991..
 PG0969
 PG0969.The geoid height was determined by GEOID03.
 PG0969
 PG0969.The dynamic height is computed by dividing the NAVD 88
 PG0969.geopotential number by the normal gravity value computed on the
 PG0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0969.degrees latitude (g = 980.6199 gals.).
 PG0969
 PG0969.The modeled gravity was interpolated from observed gravity values.
 PG0969
 PG0969;                    North         East    Units  Estimated Accuracy
 PG0969;SPC NY E     -   594,910.      220,580.      MT  (+/- 180 meters Scaled)
 PG0969
 PG0969                          SUPERSEDED SURVEY CONTROL
 PG0969
 PG0969  NGVD 29 (??/??/??)  170.056  (m)          557.93   (f) ADJUSTED    2 0
 PG0969
 PG0969.Superseded values are not recommended for survey control.
 PG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0969.See file dsdata.txt to determine how the superseded data were derived.
 PG0969
 PG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP105935(NAD 83)
 PG0969_MARKER: DB = BENCH MARK DISK
 PG0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG0969_STAMPING: E 116 1935
 PG0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0969+STABILITY: SURFACE MOTION
 PG0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0969+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0969
 PG0969  HISTORY     - Date     Condition        Report By
 PG0969  HISTORY     - 1935     MONUMENTED       CGS
 PG0969  HISTORY     - 1973     GOOD             LOCSUR
 PG0969  HISTORY     - 20051007 GOOD             NYDT
 PG0969
 PG0969                          STATION DESCRIPTION
 PG0969
 PG0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG0969'2.3 MI S FROM ELIZABETHTOWN.
 PG0969'2.3 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 PG0969'ELIZABETHTOWN, ESSEX COUNTY, ABOUT 100 FEET SOUTHEAST OF THE SOUTHEAST
 PG0969'CORNER OF A SMALL HOUSE, 67.5 FEET SOUTHEAST OF TELEPHONE POLE 8847,
 PG0969'AT A CURVE, AT THE WEST EDGE OF A TANGENT, AND 29 FEET WEST OF THE
 PG0969'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 116 1935 AND
 PG0969'SET IN THE TOP OF A CONCRETE POST PORJECTING ABOUT 3 INCHES ABOVE
 PG0969'GROUND.
 PG0969
 PG0969                          STATION RECOVERY (1973)
 PG0969
 PG0969'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PG0969'RECOVERED IN GOOD CONDITION.
 PG0969
 PG0969                          STATION RECOVERY (2005)
 PG0969
 PG0969'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0545 ***********************************************************************
 OD0545  DESIGNATION -  E 118
 OD0545  PID         -  OD0545
 OD0545  STATE/COUNTY-  NY/ESSEX
 OD0545  USGS QUAD   -  TICONDEROGA (1950)
 OD0545
 OD0545                         *CURRENT SURVEY CONTROL
 OD0545  ___________________________________________________________________
 OD0545* NAD 83(1986)-  43 51 15.     (N)    073 23 08.     (W)     SCALED    
 OD0545* NAVD 88     -        31.555  (meters)     103.53   (feet)  ADJUSTED  
 OD0545  ___________________________________________________________________
 OD0545  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OD0545  DYNAMIC HT  -          31.550 (meters)     103.51  (feet)  COMP
 OD0545  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 OD0545
 OD0545  VERT ORDER  -  FIRST     CLASS II
 OD0545
 OD0545.The horizontal coordinates were scaled from a topographic map and have
 OD0545.an estimated accuracy of +/- 6 seconds.
 OD0545
 OD0545.The orthometric height was determined by differential leveling
 OD0545.and adjusted by the National Geodetic Survey in June 1991..
 OD0545
 OD0545.The geoid height was determined by GEOID03.
 OD0545
 OD0545.The dynamic height is computed by dividing the NAVD 88
 OD0545.geopotential number by the normal gravity value computed on the
 OD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0545.degrees latitude (g = 980.6199 gals.).
 OD0545
 OD0545.The modeled gravity was interpolated from observed gravity values.
 OD0545
 OD0545;                    North         East    Units  Estimated Accuracy
 OD0545;SPC NY E     -   558,170.      239,600.      MT  (+/- 180 meters Scaled)
 OD0545
 OD0545                          SUPERSEDED SURVEY CONTROL
 OD0545
 OD0545  NGVD 29 (??/??/92)   31.720  (m)          104.07   (f) ADJ UNCH    1 2
 OD0545
 OD0545.Superseded values are not recommended for survey control.
 OD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0545.See file dsdata.txt to determine how the superseded data were derived.
 OD0545
 OD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP297569(NAD 83)
 OD0545_MARKER: DB = BENCH MARK DISK
 OD0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0545_STAMPING: E 118 1935
 OD0545_MARK LOGO: CGS   
 OD0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0545+STABILITY: SURFACE MOTION
 OD0545
 OD0545  HISTORY     - Date     Condition        Report By
 OD0545  HISTORY     - 1935     MONUMENTED       CGS
 OD0545  HISTORY     - 1973     GOOD             NGS
 OD0545  HISTORY     - 19771015 GOOD             NGS
 OD0545
 OD0545                          STATION DESCRIPTION
 OD0545
 OD0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0545'0.2 MI E FROM FORT TICONDEROGA.
 OD0545'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 73 FROM THE CROSSING WITH THE
 OD0545'DELAWARE AND HUDSON RAILROAD AT FORT TICONDEROGA, ABOUT 110 YARDS
 OD0545'NORTHWEST OF A WOODEN RAMP FOR FERRY LANDING ON WEST BANK OF LAKE
 OD0545'CHAMPLAIN, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 OD0545'NORTH OF A FENCE CORNER POST, 56 FEET SOUTHWEST OF WATERLINE AT LAKE
 OD0545'CHAMPLAIN, 2 FEET EAST OF A FENCE LINE, 8 FEET WEST OF THE EAST EDGE
 OD0545'OF A BANK SLOPING EASTERLY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 OD0545'6 FEET ABOVE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 OD0545'2-INCHES.
 OD0545
 OD0545                          STATION RECOVERY (1977)
 OD0545
 OD0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JMR)
 OD0545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0559 ***********************************************************************
 NC0559  DESIGNATION -  E 119
 NC0559  PID         -  NC0559
 NC0559  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0559  USGS QUAD   -  PERRYSBURG (1979)
 NC0559
 NC0559                         *CURRENT SURVEY CONTROL
 NC0559  ___________________________________________________________________
 NC0559* NAD 83(1986)-  42 28 44.     (N)    079 02 34.     (W)     SCALED    
 NC0559* NAVD 88     -       352.990  (meters)    1158.10   (feet)  ADJUSTED  
 NC0559  ___________________________________________________________________
 NC0559  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NC0559  DYNAMIC HT  -         352.872 (meters)    1157.71  (feet)  COMP
 NC0559  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 NC0559
 NC0559  VERT ORDER  -  FIRST     CLASS II
 NC0559
 NC0559.The horizontal coordinates were scaled from a topographic map and have
 NC0559.an estimated accuracy of +/- 6 seconds.
 NC0559
 NC0559.The orthometric height was determined by differential leveling
 NC0559.and adjusted by the National Geodetic Survey in November 1993..
 NC0559
 NC0559.The geoid height was determined by GEOID03.
 NC0559
 NC0559.The dynamic height is computed by dividing the NAVD 88
 NC0559.geopotential number by the normal gravity value computed on the
 NC0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0559.degrees latitude (g = 980.6199 gals.).
 NC0559
 NC0559.The modeled gravity was interpolated from observed gravity values.
 NC0559
 NC0559;                    North         East    Units  Estimated Accuracy
 NC0559;SPC NY W     -   275,390.      312,220.      MT  (+/- 180 meters Scaled)
 NC0559
 NC0559                          SUPERSEDED SURVEY CONTROL
 NC0559
 NC0559  NAVD 88 (06/15/91)  352.964  (m)         1158.02   (f) UNKNOWN     1 2
 NC0559  NGVD 29 (??/??/92)  353.126  (m)         1158.55   (f) ADJ UNCH    1 2
 NC0559
 NC0559.Superseded values are not recommended for survey control.
 NC0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0559.See file dsdata.txt to determine how the superseded data were derived.
 NC0559
 NC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH608048(NAD 83)
 NC0559_MARKER: DB = BENCH MARK DISK
 NC0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0559_STAMPING: E 119-1936
 NC0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0559+STABILITY: SURFACE MOTION
 NC0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0559+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 NC0559
 NC0559  HISTORY     - Date     Condition        Report By
 NC0559  HISTORY     - 1936     MONUMENTED       CGS
 NC0559  HISTORY     - 19960420 GOOD             USPSQD
 NC0559  HISTORY     - 20060807 GOOD             NYDT
 NC0559
 NC0559                          STATION DESCRIPTION
 NC0559
 NC0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NC0559'0.2 MI SE FROM WEST PERRYSBURG.
 NC0559'ALONG THE DUNKIRK TO SALAMANCA BRANCH OF THE ERIE RAILROAD, 0.2 MILE
 NC0559'NORTHWEST OF MILE POST V. C. 443, 60 YARDS EAST OF SOUTHEAST END OF
 NC0559'CULVERT NO. 443.25, 10 YARDS SOUTHEAST OF CENTERLINE OF FARM ROAD AT
 NC0559'GATE IN RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF LINE OF TELEGRAPH
 NC0559'POLES, 8.5 FEET SOUTHWEST OF RIGHT OF WAY FENCE 16 YARDS NORTHEAST OF
 NC0559'NORTHEAST RAIL, SET ON TOP OF CONCRETE POST.
 NC0559
 NC0559                          STATION RECOVERY (1996)
 NC0559
 NC0559'RECOVERY NOTE BY US POWER SQUADRON 1996
 NC0559'RECOVERED IN GOOD CONDITION.
 NC0559
 NC0559                          STATION RECOVERY (2006)
 NC0559
 NC0559'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (GLE)
 NC0559'FROM THE INTERSECTION OF NYS RTE. 39 AND WEST PERRYSBURG ROAD (CR 78),
 NC0559'NORTH ON W. PERRYSBURG ROAD 1.5 MILES TO OLD RAILROAD GRADE, THEN EAST
 NC0559'ON OLD RAILROAD GRADE 845 FEET TO MARK ON THE LEFT, 50 FEET NORTHEAST
 NC0559'OF THE OLD RAILROAD GRADE AND 30 FEET EAST OF CENTERLINE FARM DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0189 ***********************************************************************
 NC0189  DESIGNATION -  E 120
 NC0189  PID         -  NC0189
 NC0189  STATE/COUNTY-  NY/CATTARAUGUS
 NC0189  USGS QUAD   -  SALAMANCA (1961)
 NC0189
 NC0189                         *CURRENT SURVEY CONTROL
 NC0189  ___________________________________________________________________
 NC0189* NAD 83(1986)-  42 08 17.     (N)    078 39 29.     (W)     SCALED    
 NC0189* NAVD 88     -       421.294  (meters)    1382.20   (feet)  ADJUSTED  
 NC0189  ___________________________________________________________________
 NC0189  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 NC0189  DYNAMIC HT  -         421.130 (meters)    1381.66  (feet)  COMP
 NC0189  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 NC0189
 NC0189  VERT ORDER  -  FIRST     CLASS I
 NC0189
 NC0189.The horizontal coordinates were scaled from a topographic map and have
 NC0189.an estimated accuracy of +/- 6 seconds.
 NC0189
 NC0189.The orthometric height was determined by differential leveling
 NC0189.and adjusted by the National Geodetic Survey in June 1991..
 NC0189.WARNING-Repeat measurements at this control monument indicate possible
 NC0189.vertical movement.
 NC0189
 NC0189.The geoid height was determined by GEOID03.
 NC0189
 NC0189.The dynamic height is computed by dividing the NAVD 88
 NC0189.geopotential number by the normal gravity value computed on the
 NC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0189.degrees latitude (g = 980.6199 gals.).
 NC0189
 NC0189.The modeled gravity was interpolated from observed gravity values.
 NC0189
 NC0189;                    North         East    Units  Estimated Accuracy
 NC0189;SPC NY W     -   237,430.      343,820.      MT  (+/- 180 meters Scaled)
 NC0189
 NC0189                          SUPERSEDED SURVEY CONTROL
 NC0189
 NC0189  NGVD 29 (??/??/92)  421.450  (m)         1382.71   (f) ADJ UNCH    1 1
 NC0189
 NC0189.Superseded values are not recommended for survey control.
 NC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0189.See file dsdata.txt to determine how the superseded data were derived.
 NC0189
 NC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG935677(NAD 83)
 NC0189_MARKER: DB = BENCH MARK DISK
 NC0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0189_SP_SET: CULVERT
 NC0189_STAMPING: E 120 1936
 NC0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0189
 NC0189  HISTORY     - Date     Condition        Report By
 NC0189  HISTORY     - 1936     MONUMENTED       CGS
 NC0189  HISTORY     - 1967     GOOD             NGS
 NC0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0189  HISTORY     - 20020521 MARK NOT FOUND   USPSQD
 NC0189
 NC0189                          STATION DESCRIPTION
 NC0189
 NC0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NC0189'2.65 MI SE FROM SALAMANCA.
 NC0189'2.65 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0189'EAST SALAMANCA STATION AT SALAMANCA, ALONG THE ERIE RAILROAD, 0.15
 NC0189'MILE NORTHWEST OF MILEPOST 409, SET ON THE TOP OF THE SOUTHEAST END OF
 NC0189'THE NORTHEAST CONCRETE HEAD WALL OF A 2 FOOT BOX CULVERT UNDER TRACKS,
 NC0189'87.6 FEET SOUTHWEST OF AND ACROSS A SIDE TRACK FROM THE SOUTHWEST RAIL
 NC0189'OF THE MAIN TRACK OF THE B AND ORR, 14.6 FEET NORTHEAST OF THE
 NC0189'NORTHEAST RAIL OF THE SOUTHBOUND TRACK OF THE ERIE RAILROAD, ABOUT 5
 NC0189'FEET BELOW THE LEVEL OF THE ERIE RAILROAD.  NOTE-- MARK MAY BE REACHED
 NC0189'BY GOING 2.75 MILES SOUTHEAST ALONG THE ERIE RAILROAD FROM THE
 NC0189'PASSENGER STATION AT SALAMANCA.
 NC0189
 NC0189                          STATION RECOVERY (1983)
 NC0189
 NC0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0189'NOT RECOVERED, THE MARK IS INACCESSIBLE AT THIS TIME, NOT SEARCHED
 NC0189'FOR.
 NC0189
 NC0189                          STATION RECOVERY (2002)
 NC0189
 NC0189'RECOVERY NOTE BY US POWER SQUADRON 2002 (GS)
 NC0189'HEADWALL COVERED WITH EARTH AND TREE GROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0321 ***********************************************************************
 OF0321  DESIGNATION -  E 121
 OF0321  PID         -  OF0321
 OF0321  STATE/COUNTY-  NY/OSWEGO
 OF0321  USGS QUAD   -  FULTON (1978)
 OF0321
 OF0321                         *CURRENT SURVEY CONTROL
 OF0321  ___________________________________________________________________
 OF0321* NAD 83(1986)-  43 21 19.     (N)    076 25 18.     (W)     SCALED    
 OF0321* NAVD 88     -       117.045  (meters)     384.01   (feet)  ADJUSTED  
 OF0321  ___________________________________________________________________
 OF0321  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OF0321  DYNAMIC HT  -         117.019 (meters)     383.92  (feet)  COMP
 OF0321  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 OF0321
 OF0321  VERT ORDER  -  FIRST     CLASS II
 OF0321
 OF0321.The horizontal coordinates were scaled from a topographic map and have
 OF0321.an estimated accuracy of +/- 6 seconds.
 OF0321
 OF0321.The orthometric height was determined by differential leveling
 OF0321.and adjusted by the National Geodetic Survey in June 1991..
 OF0321
 OF0321.The geoid height was determined by GEOID03.
 OF0321
 OF0321.The dynamic height is computed by dividing the NAVD 88
 OF0321.geopotential number by the normal gravity value computed on the
 OF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0321.degrees latitude (g = 980.6199 gals.).
 OF0321
 OF0321.The modeled gravity was interpolated from observed gravity values.
 OF0321
 OF0321;                    North         East    Units  Estimated Accuracy
 OF0321;SPC NY C     -   372,650.      263,110.      MT  (+/- 180 meters Scaled)
 OF0321
 OF0321                          SUPERSEDED SURVEY CONTROL
 OF0321
 OF0321  NGVD 29 (??/??/92)  117.249  (m)          384.67   (f) ADJ UNCH    1 2
 OF0321
 OF0321.Superseded values are not recommended for survey control.
 OF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0321.See file dsdata.txt to determine how the superseded data were derived.
 OF0321
 OF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP847012(NAD 83)
 OF0321_MARKER: DB = BENCH MARK DISK
 OF0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0321_SP_SET: CULVERT
 OF0321_STAMPING: E 121 1941
 OF0321_MARK LOGO: CGS   
 OF0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0321
 OF0321  HISTORY     - Date     Condition        Report By
 OF0321  HISTORY     - 1941     MONUMENTED       CGS
 OF0321  HISTORY     - 1969     GOOD
 OF0321  HISTORY     - 1982     GOOD             NGS
 OF0321
 OF0321                          STATION DESCRIPTION
 OF0321
 OF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OF0321'8.9 MI S FROM OSWEGO.
 OF0321'8.9 MILES SOUTH ALONG STATE HIGHWAY 57 FROM THE NEW YORK, ONTARIO
 OF0321'AND WESTERN RAILROAD STATION, NOW ABANDONED, AT OSWEGO, OSWEGO
 OF0321'COUNTY, ABOUT 125 FEET NORTH OF THE PINE WOOD SCHOOL, IN THE
 OF0321'SOUTHEAST END OF A CULVERT, 17.4 FEET EAST OF THE CENTERLINE OF THE
 OF0321'HIGHWAY, AND 12 FEET NORTH OF A LARGE APPLE TREE. A STANDARD DISK,
 OF0321'STAMPED E 121 1941.
 OF0321
 OF0321                          STATION RECOVERY (1969)
 OF0321
 OF0321'RECOVERED 1969
 OF0321'RECOVERED IN GOOD CONDITION.
 OF0321
 OF0321                          STATION RECOVERY (1982)
 OF0321
 OF0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0321'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  1.35 KM
 OF0321'(0.85 MI) NORTH ALONG STATE HIGHWAY 57 FROM THE JUNCTION OF ONEIDA
 OF0321'STREET IN FULTON, THENCE 2.3 KM (1.45 MI) NORTH ALONG COUNTY ROAD 57
 OF0321'TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF THE EAST HEADWALL
 OF0321'OF A CONCRETE CULVERT UNDER THE ROAD, 5.33 METERS (17.5 FT) EAST OF
 OF0321'THE CENTER OF THE ROAD, 14.33 METERS (47.0 FT) NORTHEAST AND ACROSS
 OF0321'THE ROAD FROM UTILITY POLE NUMBER 92, 0.58 METER (1.9 FT) NORTH OF THE
 OF0321'SOUTH END OF THE HEADWALL.
 OF0321'THE MARK IS 0.35 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0921 ***********************************************************************
 OE0921  DESIGNATION -  E 122
 OE0921  PID         -  OE0921
 OE0921  STATE/COUNTY-  NY/OSWEGO
 OE0921  USGS QUAD   -  CLEVELAND (1993)
 OE0921
 OE0921                         *CURRENT SURVEY CONTROL
 OE0921  ___________________________________________________________________
 OE0921* NAD 83(1986)-  43 14 58.     (N)    075 58 28.     (W)     SCALED    
 OE0921* NAVD 88     -       119.531  (meters)     392.16   (feet)  ADJUSTED  
 OE0921  ___________________________________________________________________
 OE0921  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 OE0921  DYNAMIC HT  -         119.503 (meters)     392.07  (feet)  COMP
 OE0921  MODELED GRAV-     980,388.7   (mgal)                       NAVD 88
 OE0921
 OE0921  VERT ORDER  -  FIRST     CLASS II
 OE0921
 OE0921.The horizontal coordinates were scaled from a topographic map and have
 OE0921.an estimated accuracy of +/- 6 seconds.
 OE0921
 OE0921.The orthometric height was determined by differential leveling
 OE0921.and adjusted by the National Geodetic Survey in June 1991..
 OE0921
 OE0921.The geoid height was determined by GEOID03.
 OE0921
 OE0921.The dynamic height is computed by dividing the NAVD 88
 OE0921.geopotential number by the normal gravity value computed on the
 OE0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0921.degrees latitude (g = 980.6199 gals.).
 OE0921
 OE0921.The modeled gravity was interpolated from observed gravity values.
 OE0921
 OE0921;                    North         East    Units  Estimated Accuracy
 OE0921;SPC NY C     -   361,060.      299,450.      MT  (+/- 180 meters Scaled)
 OE0921
 OE0921                          SUPERSEDED SURVEY CONTROL
 OE0921
 OE0921  NGVD 29 (??/??/92)  119.718  (m)          392.77   (f) ADJ UNCH    1 2
 OE0921
 OE0921.Superseded values are not recommended for survey control.
 OE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0921.See file dsdata.txt to determine how the superseded data were derived.
 OE0921
 OE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN208889(NAD 83)
 OE0921_MARKER: DB = BENCH MARK DISK
 OE0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0921_STAMPING: E 122 1941
 OE0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0921+STABILITY: SURFACE MOTION
 OE0921
 OE0921  HISTORY     - Date     Condition        Report By
 OE0921  HISTORY     - 1941     MONUMENTED       CGS
 OE0921  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE0921  HISTORY     - 19910107 MARK NOT FOUND   USGS
 OE0921
 OE0921                          STATION DESCRIPTION
 OE0921
 OE0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OE0921'1.4 MI E FROM CONSTANTIA.
 OE0921'1.4 MILES EAST ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD FROM
 OE0921'THE STATION, NOW ABANDONED, AT CONSTANTIA, OSWEGO COUNTY, 8 FEET EAST
 OE0921'OF A FARM ROAD, AND 35 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 OE0921'STAMPED E 122 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OE0921
 OE0921                          STATION RECOVERY (1982)
 OE0921
 OE0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0921'NOT SEARCHED FOR, MARK LOCATION IS NOW INACCESSIBLE.
 OE0921
 OE0921                          STATION RECOVERY (1991)
 OE0921
 OE0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 OE0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0954 ***********************************************************************
 OE0954  DESIGNATION -  E 123
 OE0954  PID         -  OE0954
 OE0954  STATE/COUNTY-  NY/ONEIDA
 OE0954  USGS QUAD   -  VERONA (1955)
 OE0954
 OE0954                         *CURRENT SURVEY CONTROL
 OE0954  ___________________________________________________________________
 OE0954* NAD 83(1986)-  43 13 12.     (N)    075 33 21.     (W)     SCALED    
 OE0954* NAVD 88     -       125.413  (meters)     411.46   (feet)  ADJUSTED  
 OE0954  ___________________________________________________________________
 OE0954  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 OE0954  DYNAMIC HT  -         125.383 (meters)     411.36  (feet)  COMP
 OE0954  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 OE0954
 OE0954  VERT ORDER  -  FIRST     CLASS II
 OE0954
 OE0954.The horizontal coordinates were scaled from a topographic map and have
 OE0954.an estimated accuracy of +/- 6 seconds.
 OE0954
 OE0954.The orthometric height was determined by differential leveling
 OE0954.and adjusted by the National Geodetic Survey in June 1991..
 OE0954
 OE0954.The geoid height was determined by GEOID03.
 OE0954
 OE0954.The dynamic height is computed by dividing the NAVD 88
 OE0954.geopotential number by the normal gravity value computed on the
 OE0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0954.degrees latitude (g = 980.6199 gals.).
 OE0954
 OE0954.The modeled gravity was interpolated from observed gravity values.
 OE0954
 OE0954;                    North         East    Units  Estimated Accuracy
 OE0954;SPC NY C     -   358,120.      333,480.      MT  (+/- 180 meters Scaled)
 OE0954
 OE0954                          SUPERSEDED SURVEY CONTROL
 OE0954
 OE0954  NGVD 29 (??/??/92)  125.585  (m)          412.02   (f) ADJ UNCH    1 2
 OE0954
 OE0954.Superseded values are not recommended for survey control.
 OE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0954.See file dsdata.txt to determine how the superseded data were derived.
 OE0954
 OE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN548853(NAD 83)
 OE0954_MARKER: DB = BENCH MARK DISK
 OE0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0954_SP_SET: CULVERT
 OE0954_STAMPING: E 123 1941
 OE0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0954
 OE0954  HISTORY     - Date     Condition        Report By
 OE0954  HISTORY     - 1941     MONUMENTED       CGS
 OE0954  HISTORY     - 1982     MARK NOT FOUND   NGS
 OE0954  HISTORY     - 19980915 MARK NOT FOUND   USPSQD
 OE0954
 OE0954                          STATION DESCRIPTION
 OE0954
 OE0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OE0954'2.0 MI NE FROM NEW LONDON.
 OE0954'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM NEW LONDON, ONEIDA
 OE0954'COUNTY, JUST EAST OF THE OLD ERIE CANAL, AT A CONCRETE CULVERT, IN THE
 OE0954'SOUTH END OF THE WEST HEADWALL, 20 FEET WEST OF THE CENTERLINE OF THE
 OE0954'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OE0954'STAMPED E 123 1941.
 OE0954
 OE0954                          STATION RECOVERY (1982)
 OE0954
 OE0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OE0954'NOT RECOVERED, MARK ASSUMED DESTROYED, NEW CULVERT AT MARK
 OE0954'LOCATION.
 OE0954
 OE0954                          STATION RECOVERY (1998)
 OE0954
 OE0954'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0980 ***********************************************************************
 NA0980  DESIGNATION -  E 124
 NA0980  PID         -  NA0980
 NA0980  STATE/COUNTY-  NY/MADISON
 NA0980  USGS QUAD   -  UNADILLA FORKS (1943)
 NA0980
 NA0980                         *CURRENT SURVEY CONTROL
 NA0980  ___________________________________________________________________
 NA0980* NAD 83(1986)-  42 51 36.     (N)    075 14 53.     (W)     SCALED    
 NA0980* NAVD 88     -       359.112  (meters)    1178.19   (feet)  ADJUSTED  
 NA0980  ___________________________________________________________________
 NA0980  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NA0980  DYNAMIC HT  -         358.999 (meters)    1177.82  (feet)  COMP
 NA0980  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NA0980
 NA0980  VERT ORDER  -  FIRST     CLASS II
 NA0980
 NA0980.The horizontal coordinates were scaled from a topographic map and have
 NA0980.an estimated accuracy of +/- 6 seconds.
 NA0980
 NA0980.The orthometric height was determined by differential leveling
 NA0980.and adjusted by the National Geodetic Survey in June 1991..
 NA0980
 NA0980.The geoid height was determined by GEOID03.
 NA0980
 NA0980.The dynamic height is computed by dividing the NAVD 88
 NA0980.geopotential number by the normal gravity value computed on the
 NA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0980.degrees latitude (g = 980.6199 gals.).
 NA0980
 NA0980.The modeled gravity was interpolated from observed gravity values.
 NA0980
 NA0980;                    North         East    Units  Estimated Accuracy
 NA0980;SPC NY C     -   318,480.      359,120.      MT  (+/- 180 meters Scaled)
 NA0980
 NA0980                          SUPERSEDED SURVEY CONTROL
 NA0980
 NA0980  NGVD 29 (??/??/92)  359.237  (m)         1178.60   (f) ADJ UNCH    1 2
 NA0980
 NA0980.Superseded values are not recommended for survey control.
 NA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0980.See file dsdata.txt to determine how the superseded data were derived.
 NA0980
 NA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN797452(NAD 83)
 NA0980_MARKER: DB = BENCH MARK DISK
 NA0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0980_SP_SET: BRIDGE
 NA0980_STAMPING: E 124 1941
 NA0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0980
 NA0980  HISTORY     - Date     Condition        Report By
 NA0980  HISTORY     - 1941     MONUMENTED       CGS
 NA0980  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA0980
 NA0980                          STATION DESCRIPTION
 NA0980
 NA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA0980'1.4 MI S FROM BRIDGEWATER.
 NA0980'THIS MARK IS ALONG THE UNADILLA VALLEY RAILROAD, 1.4 MILES SOUTH OF
 NA0980'THE STATION AT BRIDGEWATER, ONEIDA COUNTY, SET IN THE WEST END OF THE
 NA0980'SOUTH WINGWALL OF A CONCRETE ABUTMENT OF A WOODEN BRIDGE, 265 FEET
 NA0980'NORTH OF A WHISTLING POST, 3.5 FEET LOWER THAN THE RAIL AND IS SET 11
 NA0980'FEET WEST OF THE WEST RAIL OF THE TRACK.
 NA0980
 NA0980                          STATION RECOVERY (1982)
 NA0980
 NA0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA0980'NOT RECOVERED, INACCESSIBLE FROM STATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1246 ***********************************************************************
 NA1246  DESIGNATION -  E 126
 NA1246  PID         -  NA1246
 NA1246  STATE/COUNTY-  NY/DELAWARE
 NA1246  USGS QUAD   -  UNADILLA (1982)
 NA1246
 NA1246                         *CURRENT SURVEY CONTROL
 NA1246  ___________________________________________________________________
 NA1246* NAD 83(1986)-  42 17 53.     (N)    075 17 32.     (W)     SCALED    
 NA1246* NAVD 88     -       391.709  (meters)    1285.13   (feet)  ADJUSTED  
 NA1246  ___________________________________________________________________
 NA1246  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 NA1246  DYNAMIC HT  -         391.567 (meters)    1284.67  (feet)  COMP
 NA1246  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 NA1246
 NA1246  VERT ORDER  -  FIRST     CLASS II
 NA1246
 NA1246.The horizontal coordinates were scaled from a topographic map and have
 NA1246.an estimated accuracy of +/- 6 seconds.
 NA1246
 NA1246.The orthometric height was determined by differential leveling
 NA1246.and adjusted by the National Geodetic Survey in June 1991..
 NA1246
 NA1246.The geoid height was determined by GEOID03.
 NA1246
 NA1246.The dynamic height is computed by dividing the NAVD 88
 NA1246.geopotential number by the normal gravity value computed on the
 NA1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1246.degrees latitude (g = 980.6199 gals.).
 NA1246
 NA1246.The modeled gravity was interpolated from observed gravity values.
 NA1246
 NA1246;                    North         East    Units  Estimated Accuracy
 NA1246;SPC NY E     -   385,010.       84,680.      MT  (+/- 180 meters Scaled)
 NA1246
 NA1246                          SUPERSEDED SURVEY CONTROL
 NA1246
 NA1246  NGVD 29 (??/??/92)  391.830  (m)         1285.53   (f) ADJ UNCH    1 2
 NA1246
 NA1246.Superseded values are not recommended for survey control.
 NA1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1246.See file dsdata.txt to determine how the superseded data were derived.
 NA1246
 NA1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM759829(NAD 83)
 NA1246_MARKER: DB = BENCH MARK DISK
 NA1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1246_SP_SET: BRIDGE ABUTMENT
 NA1246_STAMPING: E 126 1941
 NA1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1246
 NA1246  HISTORY     - Date     Condition        Report By
 NA1246  HISTORY     - 1941     MONUMENTED       CGS
 NA1246
 NA1246                          STATION DESCRIPTION
 NA1246
 NA1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1246'1.4 MI E FROM YOUNGS.
 NA1246'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 1.4
 NA1246'MILES EAST OF THE STATION AT YOUNGS, DELAWARE COUNTY, SET IN THE
 NA1246'NORTH END OF THE WEST ABUTMENT OF A RAILROAD TRESTLE NUMBER 223, 6
 NA1246'FEET LOWER THAN THE RAIL AND ABOUT 3 FEET NORTH OF THE NORTH RAIL OF
 NA1246'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1273 ***********************************************************************
 NA1273  DESIGNATION -  E 127
 NA1273  PID         -  NA1273
 NA1273  STATE/COUNTY-  NY/DELAWARE
 NA1273  USGS QUAD   -  READBURN (1965)
 NA1273
 NA1273                         *CURRENT SURVEY CONTROL
 NA1273  ___________________________________________________________________
 NA1273* NAD 83(1986)-  42 05 04.     (N)    075 14 11.     (W)     SCALED    
 NA1273* NAVD 88     -       434.507  (meters)    1425.55   (feet)  ADJUSTED  
 NA1273  ___________________________________________________________________
 NA1273  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 NA1273  DYNAMIC HT  -         434.352 (meters)    1425.04  (feet)  COMP
 NA1273  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 NA1273
 NA1273  VERT ORDER  -  FIRST     CLASS II
 NA1273
 NA1273.The horizontal coordinates were scaled from a topographic map and have
 NA1273.an estimated accuracy of +/- 6 seconds.
 NA1273
 NA1273.The orthometric height was determined by differential leveling
 NA1273.and adjusted by the National Geodetic Survey in June 1991..
 NA1273
 NA1273.The geoid height was determined by GEOID03.
 NA1273
 NA1273.The dynamic height is computed by dividing the NAVD 88
 NA1273.geopotential number by the normal gravity value computed on the
 NA1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1273.degrees latitude (g = 980.6199 gals.).
 NA1273
 NA1273.The modeled gravity was interpolated from observed gravity values.
 NA1273
 NA1273;                    North         East    Units  Estimated Accuracy
 NA1273;SPC NY E     -   361,240.       89,080.      MT  (+/- 180 meters Scaled)
 NA1273
 NA1273                          SUPERSEDED SURVEY CONTROL
 NA1273
 NA1273  NGVD 29 (??/??/92)  434.642  (m)         1425.99   (f) ADJ UNCH    1 2
 NA1273
 NA1273.Superseded values are not recommended for survey control.
 NA1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1273.See file dsdata.txt to determine how the superseded data were derived.
 NA1273
 NA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM804591(NAD 83)
 NA1273_MARKER: DB = BENCH MARK DISK
 NA1273_SETTING: 66 = SET IN ROCK OUTCROP
 NA1273_SP_SET: ROCK OUTCROP
 NA1273_STAMPING: E 127 1941
 NA1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1273+STABILITY: POSITION/ELEVATION WELL
 NA1273
 NA1273  HISTORY     - Date     Condition        Report By
 NA1273  HISTORY     - 1941     MONUMENTED       CGS
 NA1273
 NA1273                          STATION DESCRIPTION
 NA1273
 NA1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1273'1.4 MI N FROM APEX.
 NA1273'THIS MARK IS ALONG THE NEW YORK, ONTARIO AND WESTERN RAILROAD, 1.4
 NA1273'MILES NORTH OF THE STATION AT APEX, DELAWARE COUNTY, 0.5 MILE WEST
 NA1273'OF MILEPOST NUMBER 169, SET VERTICALLY IN AN OUTCROP OF ROCK, 10.5
 NA1273'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AND IS ABOUT 6 FEET HIGHER
 NA1273'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0976 ***********************************************************************
 LY0976  DESIGNATION -  E 128
 LY0976  PID         -  LY0976
 LY0976  STATE/COUNTY-  NY/DELAWARE
 LY0976  USGS QUAD   -  HANCOCK (1992)
 LY0976
 LY0976                         *CURRENT SURVEY CONTROL
 LY0976  ___________________________________________________________________
 LY0976* NAD 83(1986)-  41 59 53.     (N)    075 21 11.     (W)     SCALED    
 LY0976* NAVD 88     -       290.127  (meters)     951.86   (feet)  ADJUSTED  
 LY0976  ___________________________________________________________________
 LY0976  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LY0976  DYNAMIC HT  -         290.027 (meters)     951.53  (feet)  COMP
 LY0976  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LY0976
 LY0976  VERT ORDER  -  FIRST     CLASS II
 LY0976
 LY0976.The horizontal coordinates were scaled from a topographic map and have
 LY0976.an estimated accuracy of +/- 6 seconds.
 LY0976
 LY0976.The orthometric height was determined by differential leveling
 LY0976.and adjusted by the National Geodetic Survey in June 1991..
 LY0976
 LY0976.The geoid height was determined by GEOID03.
 LY0976
 LY0976.The dynamic height is computed by dividing the NAVD 88
 LY0976.geopotential number by the normal gravity value computed on the
 LY0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0976.degrees latitude (g = 980.6199 gals.).
 LY0976
 LY0976.The modeled gravity was interpolated from observed gravity values.
 LY0976
 LY0976;                    North         East    Units  Estimated Accuracy
 LY0976;SPC NY E     -   351,740.       79,330.      MT  (+/- 180 meters Scaled)
 LY0976
 LY0976                          SUPERSEDED SURVEY CONTROL
 LY0976
 LY0976  NGVD 29 (??/??/92)  290.276  (m)          952.35   (f) ADJ UNCH    1 2
 LY0976
 LY0976.Superseded values are not recommended for survey control.
 LY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0976.See file dsdata.txt to determine how the superseded data were derived.
 LY0976
 LY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM707496(NAD 83)
 LY0976_MARKER: DB = BENCH MARK DISK
 LY0976_SETTING: 80 = SET IN A BOULDER
 LY0976_SP_SET: BOULDER
 LY0976_STAMPING: E 128 1941
 LY0976_MARK LOGO: CGS   
 LY0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0976+STABILITY: SURFACE MOTION
 LY0976
 LY0976  HISTORY     - Date     Condition        Report By
 LY0976  HISTORY     - 1941     MONUMENTED       CGS
 LY0976  HISTORY     - 1982     GOOD             NGS
 LY0976
 LY0976                          STATION DESCRIPTION
 LY0976
 LY0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0976'6.1 MI N FROM HANCOCK.
 LY0976'6.1 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0976'HANCOCK, DELAWARE COUNTY, ABOUT 360 FEET NORTH OF MILEPOST
 LY0976'169, 28.8 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK,
 LY0976'14 FEET NORTH OF A SMALL BROOK, IN A BOULDER, AND ABOUT 5 FEET
 LY0976'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 128 1941.
 LY0976
 LY0976                          STATION RECOVERY (1982)
 LY0976
 LY0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0976'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  9.25 KM
 LY0976'(5.75 MI) NORTHWEST ALONG THE CONRAIL RAILROAD FROM THE CROSSING OF
 LY0976'STATE HIGHWAY 191 IN HANCOCK TO THE MARK ON THE LEFT, IN A BOULDER,
 LY0976'NORTH OF A SMALL BROOK, ABOUT 110 METERS (360 FT) NORTH OF MILEPOST
 LY0976'169, 13.16 METERS (43.2 FT) WEST OF THE WEST RAIL OF A SINGLE SET OF
 LY0976'TRACKS AND 4.26 METERS (14.0 FT) NORHT OF A SMALL BROOK.
 LY0976'THE MARK IS 5.65 METERS  W FROM A WITNESS POST.
 LY0976'THE MARK IS 1.52 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1061 ***********************************************************************
 PH1061  DESIGNATION -  E 13
 PH1061  PID         -  PH1061
 PH1061  STATE/COUNTY-  NY/ST LAWRENCE
 PH1061  USGS QUAD   -  GOUVERNEUR (1982)
 PH1061
 PH1061                         *CURRENT SURVEY CONTROL
 PH1061  ___________________________________________________________________
 PH1061* NAD 83(1986)-  44 20 12.     (N)    075 27 36.     (W)     SCALED    
 PH1061* NAVD 88     -       136.163  (meters)     446.73   (feet)  ADJUSTED  
 PH1061  ___________________________________________________________________
 PH1061  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 PH1061  DYNAMIC HT  -         136.149 (meters)     446.68  (feet)  COMP
 PH1061  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 PH1061
 PH1061  VERT ORDER  -  FIRST     CLASS II
 PH1061
 PH1061.The horizontal coordinates were scaled from a topographic map and have
 PH1061.an estimated accuracy of +/- 6 seconds.
 PH1061
 PH1061.The orthometric height was determined by differential leveling
 PH1061.and adjusted by the National Geodetic Survey in June 1991..
 PH1061
 PH1061.The geoid height was determined by GEOID03.
 PH1061
 PH1061.The dynamic height is computed by dividing the NAVD 88
 PH1061.geopotential number by the normal gravity value computed on the
 PH1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1061.degrees latitude (g = 980.6199 gals.).
 PH1061
 PH1061.The modeled gravity was interpolated from observed gravity values.
 PH1061
 PH1061;                    North         East    Units  Estimated Accuracy
 PH1061;SPC NY E     -   611,620.       73,450.      MT  (+/- 180 meters Scaled)
 PH1061
 PH1061                          SUPERSEDED SURVEY CONTROL
 PH1061
 PH1061  NGVD 29 (??/??/92)  136.307  (m)          447.20   (f) ADJ UNCH    1 2
 PH1061
 PH1061.Superseded values are not recommended for survey control.
 PH1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1061.See file dsdata.txt to determine how the superseded data were derived.
 PH1061
 PH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ633093(NAD 83)
 PH1061_MARKER: DB = BENCH MARK DISK
 PH1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1061_SP_SET: WALL
 PH1061_STAMPING: E 13 1919
 PH1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1061
 PH1061  HISTORY     - Date     Condition        Report By
 PH1061  HISTORY     - 1919     MONUMENTED       CGS
 PH1061  HISTORY     - 1942     GOOD             NGS
 PH1061
 PH1061                          STATION DESCRIPTION
 PH1061
 PH1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PH1061'IN GOUVERNUER.
 PH1061'BENCH MARK IS SET VERTICALLY IN THE EAST WALL OF THE NEW YORK CENTER
 PH1061'RAILROAD STATION, IT IS 1.0 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 PH1061'TICKET OFFICE AND 4.5 FEET ABOVE THE STATION PLATFORM.  A DISK SET IN
 PH1061'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1265 ***********************************************************************
 NB1265  DESIGNATION -  E 130
 NB1265  PID         -  NB1265
 NB1265  STATE/COUNTY-  NY/LIVINGSTON
 NB1265  USGS QUAD   -  RUSH (1976)
 NB1265
 NB1265                         *CURRENT SURVEY CONTROL
 NB1265  ___________________________________________________________________
 NB1265* NAD 83(1986)-  42 55 34.     (N)    077 44 36.     (W)     SCALED    
 NB1265* NAVD 88     -       170.981  (meters)     560.96   (feet)  ADJUSTED  
 NB1265  ___________________________________________________________________
 NB1265  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NB1265  DYNAMIC HT  -         170.936 (meters)     560.81  (feet)  COMP
 NB1265  MODELED GRAV-     980,353.7   (mgal)                       NAVD 88
 NB1265
 NB1265  VERT ORDER  -  FIRST     CLASS II
 NB1265
 NB1265.The horizontal coordinates were scaled from a topographic map and have
 NB1265.an estimated accuracy of +/- 6 seconds.
 NB1265
 NB1265.The orthometric height was determined by differential leveling
 NB1265.and adjusted by the National Geodetic Survey in June 1991..
 NB1265
 NB1265.The geoid height was determined by GEOID03.
 NB1265
 NB1265.The dynamic height is computed by dividing the NAVD 88
 NB1265.geopotential number by the normal gravity value computed on the
 NB1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1265.degrees latitude (g = 980.6199 gals.).
 NB1265
 NB1265.The modeled gravity was interpolated from observed gravity values.
 NB1265
 NB1265;                    North         East    Units  Estimated Accuracy
 NB1265;SPC NY W     -   325,300.      418,570.      MT  (+/- 180 meters Scaled)
 NB1265
 NB1265                          SUPERSEDED SURVEY CONTROL
 NB1265
 NB1265  NGVD 29 (??/??/92)  171.148  (m)          561.51   (f) ADJ UNCH    1 2
 NB1265
 NB1265.Superseded values are not recommended for survey control.
 NB1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1265.See file dsdata.txt to determine how the superseded data were derived.
 NB1265
 NB1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN761562(NAD 83)
 NB1265_MARKER: DB = BENCH MARK DISK
 NB1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1265_SP_SET: BRIDGE
 NB1265_STAMPING: E-130 1941
 NB1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1265
 NB1265  HISTORY     - Date     Condition        Report By
 NB1265  HISTORY     - 1941     MONUMENTED       CGS
 NB1265
 NB1265                          STATION DESCRIPTION
 NB1265
 NB1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1265'0.9 MI NE FROM AVON.
 NB1265'0.9 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT AVON,
 NB1265'SET IN THE NORTH CORNER OF THE EAST WALL OF BRIDGE NO. 367-16, 6.2
 NB1265'FEET EAST OF THE EAST RAIL OF THE TRACK, 2 FEET SOUTH OF THE NORTH
 NB1265'END OF THE WALL, 0.8 FOOT WEST OF THE EAST EDGE OF WALL. A STANDARD
 NB1265'DISK STAMPED E-130 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1185 ***********************************************************************
 NB1185  DESIGNATION -  E 132
 NB1185  PID         -  NB1185
 NB1185  STATE/COUNTY-  NY/ALLEGANY
 NB1185  USGS QUAD   -  ARKPORT (1978)
 NB1185
 NB1185                         *CURRENT SURVEY CONTROL
 NB1185  ___________________________________________________________________
 NB1185* NAD 83(1986)-  42 26 51.     (N)    077 44 03.     (W)     SCALED    
 NB1185* NAVD 88     -       369.553  (meters)    1212.44   (feet)  ADJUSTED  
 NB1185  ___________________________________________________________________
 NB1185  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 NB1185  DYNAMIC HT  -         369.425 (meters)    1212.02  (feet)  COMP
 NB1185  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 NB1185
 NB1185  VERT ORDER  -  FIRST     CLASS II
 NB1185
 NB1185.The horizontal coordinates were scaled from a topographic map and have
 NB1185.an estimated accuracy of +/- 6 seconds.
 NB1185
 NB1185.The orthometric height was determined by differential leveling
 NB1185.and adjusted by the National Geodetic Survey in June 1991..
 NB1185
 NB1185.The geoid height was determined by GEOID03.
 NB1185
 NB1185.The dynamic height is computed by dividing the NAVD 88
 NB1185.geopotential number by the normal gravity value computed on the
 NB1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1185.degrees latitude (g = 980.6199 gals.).
 NB1185
 NB1185.The modeled gravity was interpolated from observed gravity values.
 NB1185
 NB1185;                    North         East    Units  Estimated Accuracy
 NB1185;SPC NY W     -   272,150.      419,860.      MT  (+/- 180 meters Scaled)
 NB1185
 NB1185                          SUPERSEDED SURVEY CONTROL
 NB1185
 NB1185  NGVD 29 (??/??/92)  369.687  (m)         1212.88   (f) ADJ UNCH    1 2
 NB1185
 NB1185.Superseded values are not recommended for survey control.
 NB1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1185.See file dsdata.txt to determine how the superseded data were derived.
 NB1185
 NB1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN751030(NAD 83)
 NB1185_MARKER: DB = BENCH MARK DISK
 NB1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1185_SP_SET: BRIDGE ABUTMENT
 NB1185_STAMPING: E-132 1941
 NB1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1185
 NB1185  HISTORY     - Date     Condition        Report By
 NB1185  HISTORY     - 1941     MONUMENTED       CGS
 NB1185
 NB1185                          STATION DESCRIPTION
 NB1185
 NB1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1185'3.4 MI SE FROM CANASERAGA.
 NB1185'3.4 MILES SOUTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB1185'CANASERAGA, SET IN THE WEST CORNER OF THE SOUTH ABUTMENT OF BRIDGE
 NB1185'NO. 340-93, 0.1 MILE SOUTH OF MILE-POST NO. 341, 11.2 FEET WEST OF
 NB1185'THE WEST RAIL OF THE WEST TRACK, 1.0 FOOT NORTH OF THE SOUTH END OF
 NB1185'THE WEST WALL, 0.7 FOOT EAST OF THE WEST EDGE OF WALL, ABOUT 1.5
 NB1185'FEET BELOW TRACK LEVEL. A STANDARD DISK STAMPED E-132 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1222 ***********************************************************************
 NB1222  DESIGNATION -  E 133
 NB1222  PID         -  NB1222
 NB1222  STATE/COUNTY-  NY/ALLEGANY
 NB1222  USGS QUAD   -  ALFRED (1978)
 NB1222
 NB1222                         *CURRENT SURVEY CONTROL
 NB1222  ___________________________________________________________________
 NB1222* NAD 83(1986)-  42 15 47.     (N)    077 45 41.     (W)     SCALED    
 NB1222* NAVD 88     -       496.095  (meters)    1627.61   (feet)  ADJUSTED  
 NB1222  ___________________________________________________________________
 NB1222  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 NB1222  DYNAMIC HT  -         495.906 (meters)    1626.98  (feet)  COMP
 NB1222  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 NB1222
 NB1222  VERT ORDER  -  FIRST     CLASS II
 NB1222
 NB1222.The horizontal coordinates were scaled from a topographic map and have
 NB1222.an estimated accuracy of +/- 6 seconds.
 NB1222
 NB1222.The orthometric height was determined by differential leveling
 NB1222.and adjusted by the National Geodetic Survey in June 1991..
 NB1222
 NB1222.The geoid height was determined by GEOID03.
 NB1222
 NB1222.The dynamic height is computed by dividing the NAVD 88
 NB1222.geopotential number by the normal gravity value computed on the
 NB1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1222.degrees latitude (g = 980.6199 gals.).
 NB1222
 NB1222.The modeled gravity was interpolated from observed gravity values.
 NB1222
 NB1222;                    North         East    Units  Estimated Accuracy
 NB1222;SPC NY W     -   251,640.      417,810.      MT  (+/- 180 meters Scaled)
 NB1222
 NB1222                          SUPERSEDED SURVEY CONTROL
 NB1222
 NB1222  NGVD 29 (??/??/92)  496.234  (m)         1628.06   (f) ADJ UNCH    1 2
 NB1222
 NB1222.Superseded values are not recommended for survey control.
 NB1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1222.See file dsdata.txt to determine how the superseded data were derived.
 NB1222
 NB1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM722826(NAD 83)
 NB1222_MARKER: DB = BENCH MARK DISK
 NB1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1222_SP_SET: BRIDGE
 NB1222_STAMPING: E-133 1941
 NB1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1222
 NB1222  HISTORY     - Date     Condition        Report By
 NB1222  HISTORY     - 1941     MONUMENTED       CGS
 NB1222  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1222
 NB1222                          STATION DESCRIPTION
 NB1222
 NB1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1222'0.4 MI SW FROM ALFRED.
 NB1222'0.4 MILE SOUTHWEST ALONG ERIE RAILROAD FROM STATION AT ALFRED, 0.1
 NB1222'MILE NORTH OF MILE POST NO. 341, SET IN THE NORTHWEST WINGWALL OF
 NB1222'BRIDGE NO. 340-89, 7.2 FEET WEST OF THE WEST RAIL OF TRACK, 6.7 FEET
 NB1222'SOUTH OF NORTH END OF WINGWALL, 1 FOOT EAST OF THE SOUTH EDGE OF
 NB1222'WINGWALL, ABOUT 1 FOOT BELOW TRACK LEVEL. A STANDARD DISK STAMPED
 NB1222'E-133 1941.
 NB1222
 NB1222                          STATION RECOVERY (1983)
 NB1222
 NB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1222'NOT RECOVERED, THE BRIDGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1062 ***********************************************************************
 NB1062  DESIGNATION -  E 134
 NB1062  PID         -  NB1062
 NB1062  STATE/COUNTY-  NY/STEUBEN
 NB1062  USGS QUAD   -  CAMERON (1976)
 NB1062
 NB1062                         *CURRENT SURVEY CONTROL
 NB1062  ___________________________________________________________________
 NB1062* NAD 83(1986)-  42 12 34.     (N)    077 24 50.     (W)     SCALED    
 NB1062* NAVD 88     -       321.151  (meters)    1053.64   (feet)  ADJUSTED  
 NB1062  ___________________________________________________________________
 NB1062  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 NB1062  DYNAMIC HT  -         321.034 (meters)    1053.26  (feet)  COMP
 NB1062  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 NB1062
 NB1062  VERT ORDER  -  FIRST     CLASS II
 NB1062
 NB1062.The horizontal coordinates were scaled from a topographic map and have
 NB1062.an estimated accuracy of +/- 6 seconds.
 NB1062
 NB1062.The orthometric height was determined by differential leveling
 NB1062.and adjusted by the National Geodetic Survey in June 1991..
 NB1062
 NB1062.The geoid height was determined by GEOID03.
 NB1062
 NB1062.The dynamic height is computed by dividing the NAVD 88
 NB1062.geopotential number by the normal gravity value computed on the
 NB1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1062.degrees latitude (g = 980.6199 gals.).
 NB1062
 NB1062.The modeled gravity was interpolated from observed gravity values.
 NB1062
 NB1062;                    North         East    Units  Estimated Accuracy
 NB1062;SPC NY C     -   245,690.      181,420.      MT  (+/- 180 meters Scaled)
 NB1062
 NB1062                          SUPERSEDED SURVEY CONTROL
 NB1062
 NB1062  NGVD 29 (??/??/92)  321.324  (m)         1054.21   (f) ADJ UNCH    1 2
 NB1062
 NB1062.Superseded values are not recommended for survey control.
 NB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1062.See file dsdata.txt to determine how the superseded data were derived.
 NB1062
 NB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM007758(NAD 83)
 NB1062_MARKER: DB = BENCH MARK DISK
 NB1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1062_SP_SET: CONCRETE DRAIN
 NB1062_STAMPING: E-134 1941
 NB1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1062
 NB1062  HISTORY     - Date     Condition        Report By
 NB1062  HISTORY     - 1941     MONUMENTED       CGS
 NB1062  HISTORY     - 1983     MARK NOT FOUND   NGS
 NB1062  HISTORY     - 20020114 MARK NOT FOUND   NGS
 NB1062
 NB1062                          STATION DESCRIPTION
 NB1062
 NB1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB1062'0.9 MI NW FROM CAMERON.
 NB1062'0.9 MILE NORTHWEST ALONG ERIE RAILROAD FROM STATION AT CAMERON, 8
 NB1062'RAILS NORTH OF MILE POST NO. 315, SET IN SOUTHEAST CORNER OF CONCRETE
 NB1062'DRAIN, 0.2 MILE NORTH OF ROAD CROSSING, 10.5 FEET EAST OF THE EAST
 NB1062'RAIL OF THE EAST TRACK. A STANDARD DISK STAMPED E-134 1941.
 NB1062
 NB1062                          STATION RECOVERY (1983)
 NB1062
 NB1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1062'NOT RECOVERED, FOUND ONLY THE DRILL HOLE OF THE MARK.
 NB1062
 NB1062                          STATION RECOVERY (2002)
 NB1062
 NB1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB1062'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2150 ***********************************************************************
 NB2150  DESIGNATION -  E 135 RESET
 NB2150  PID         -  NB2150
 NB2150  STATE/COUNTY-  NY/STEUBEN
 NB2150  USGS QUAD   -  CORNING (1976)
 NB2150
 NB2150                         *CURRENT SURVEY CONTROL
 NB2150  ___________________________________________________________________
 NB2150* NAD 83(1986)-  42 09 15.     (N)    077 04 52.     (W)     SCALED    
 NB2150* NAVD 88     -       286.74   (+/-2cm)     940.7    (feet)  VERTCON   
 NB2150  ___________________________________________________________________
 NB2150  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NB2150
 NB2150  VERT ORDER  -  THIRD (See Below)
 NB2150
 NB2150.The horizontal coordinates were scaled from a topographic map and have
 NB2150.an estimated accuracy of +/- 6 seconds.
 NB2150
 NB2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB2150.The vertical order pertains to the NGVD 29 superseded value.
 NB2150
 NB2150.The geoid height was determined by GEOID03.
 NB2150
 NB2150;                    North         East    Units  Estimated Accuracy
 NB2150;SPC NY C     -   239,340.      208,860.      MT  (+/- 180 meters Scaled)
 NB2150
 NB2150                          SUPERSEDED SURVEY CONTROL
 NB2150
 NB2150  NGVD 29 (09/01/04)  286.89   (m)          941.2    (f) RESET       3  
 NB2150
 NB2150.Superseded values are not recommended for survey control.
 NB2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2150.See file dsdata.txt to determine how the superseded data were derived.
 NB2150
 NB2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM280689(NAD 83)
 NB2150_MARKER: DV = VERTICAL CONTROL DISK
 NB2150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NB2150_SP_SET: CULVERT HEADWALL
 NB2150_STAMPING: E 135 RESET 1993
 NB2150_MARK LOGO: NGS   
 NB2150_MAGNETIC: N = NO MAGNETIC MATERIAL
 NB2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB2150+STABILITY: SURFACE MOTION
 NB2150
 NB2150  HISTORY     - Date     Condition        Report By
 NB2150  HISTORY     - 1993     MONUMENTED       NYDT
 NB2150  HISTORY     - 20020114 GOOD             NGS
 NB2150
 NB2150                          STATION DESCRIPTION
 NB2150
 NB2150'DESCRIBED BY NY DEPT OF TRANSP 1993
 NB2150'IN PAINTED POST, IN A 24.7 FEET (7.5 M) BY 2.0 FEET (0.6 M) CONCRETE
 NB2150'HEADWALL, 35.8 FEET (10.9 M) NORTH OF PULTENEY CENTERLINE (ROUTE 415)
 NB2150', 2.0 FEET (0.6 M) WEST OF END END OF HEADWALL, 0.5 FEET (15.2 CM)
 NB2150'SOUTH OF HEADWALL NORTH FACE, 331.0 FEET (100.9 M) WEST OF ROUTE 17
 NB2150'SOUTHERN TIER EXPRESSWAY RELOCATED BRIDGE CROSSING OVER PULTENEY
 NB2150'STREET, 52.3 FEET (15.9 M) SOUTH OF CENTER OF SANITARY MANHOLE COVER
 NB2150'AND 1.7 FEET (0.5 M) ABOVE PULTENEY STREET CENTERLINE.
 NB2150
 NB2150                          STATION RECOVERY (2002)
 NB2150
 NB2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 NB2150'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0266 ***********************************************************************
 NB0266  DESIGNATION -  E 136
 NB0266  PID         -  NB0266
 NB0266  STATE/COUNTY-  NY/TIOGA
 NB0266  USGS QUAD   -  BARTON (1976)
 NB0266
 NB0266                         *CURRENT SURVEY CONTROL
 NB0266  ___________________________________________________________________
 NB0266* NAD 83(1986)-  42 02 22.     (N)    076 27 39.     (W)     SCALED    
 NB0266* NAVD 88     -       239.648  (meters)     786.25   (feet)  ADJUSTED  
 NB0266  ___________________________________________________________________
 NB0266  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NB0266  DYNAMIC HT  -         239.554 (meters)     785.94  (feet)  COMP
 NB0266  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 NB0266
 NB0266  VERT ORDER  -  FIRST     CLASS II
 NB0266
 NB0266.The horizontal coordinates were scaled from a topographic map and have
 NB0266.an estimated accuracy of +/- 6 seconds.
 NB0266
 NB0266.The orthometric height was determined by differential leveling
 NB0266.and adjusted by the National Geodetic Survey in June 1991..
 NB0266
 NB0266.The geoid height was determined by GEOID03.
 NB0266
 NB0266.The dynamic height is computed by dividing the NAVD 88
 NB0266.geopotential number by the normal gravity value computed on the
 NB0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0266.degrees latitude (g = 980.6199 gals.).
 NB0266
 NB0266.The modeled gravity was interpolated from observed gravity values.
 NB0266
 NB0266;                    North         East    Units  Estimated Accuracy
 NB0266;SPC NY C     -   226,480.      260,140.      MT  (+/- 180 meters Scaled)
 NB0266
 NB0266                          SUPERSEDED SURVEY CONTROL
 NB0266
 NB0266  NGVD 29 (??/??/92)  239.833  (m)          786.85   (f) ADJ UNCH    1 2
 NB0266
 NB0266.Superseded values are not recommended for survey control.
 NB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0266.See file dsdata.txt to determine how the superseded data were derived.
 NB0266
 NB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM790551(NAD 83)
 NB0266_MARKER: DB = BENCH MARK DISK
 NB0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0266_SP_SET: CULVERT
 NB0266_STAMPING: E 136 1941
 NB0266_MARK LOGO: CGS   
 NB0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0266
 NB0266  HISTORY     - Date     Condition        Report By
 NB0266  HISTORY     - 1941     MONUMENTED       CGS
 NB0266  HISTORY     - 1982     GOOD             NGS
 NB0266
 NB0266                          STATION DESCRIPTION
 NB0266
 NB0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0266'6.4 MI NE FROM WAVERLY.
 NB0266'6.4 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 NB0266'WAVERLY, TIOGA COUNTY, AT MILEPOST 249, AT CULVERT 249.01, IN THE
 NB0266'CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEADWALL, 4.5 FEET
 NB0266'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 40.5 FEET NORTHEAST
 NB0266'OF POLE 249-1 (THE THIRD POLE NORTHEAST OF A ROAD CROSSING), 30 FEET
 NB0266'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND ABOUT 9
 NB0266'FEET LOWER THAN THE TRACK. A STANDARD DISK, STAMPED E 136 1941.
 NB0266
 NB0266                          STATION RECOVERY (1982)
 NB0266
 NB0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.20 KM (0.75
 NB0266'MI) WEST-SOUTHWEST ALONG THE CONRAIL RAILROAD FROM THE CROSSING OF
 NB0266'KINNY ROAD IN BARTON, TO THE MARK ON THE RIGHT, IN TOP AND CENTERED IN
 NB0266'THE NORTHWEST HEADWALL OF A CULVERT UNDER THE TRACKS, 9.14 METERS
 NB0266'(30.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 22.86 METERS
 NB0266'(75.0 FT) WEST-SOUTHWEST OF MILEPOST 249 (A SLOPE MEASUREMENT).
 NB0266'THE MARK IS 2.74 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0292 ***********************************************************************
 NB0292  DESIGNATION -  E 137
 NB0292  PID         -  NB0292
 NB0292  STATE/COUNTY-  NY/TIOGA
 NB0292  USGS QUAD   -  APALACHIN (1969)
 NB0292
 NB0292                         *CURRENT SURVEY CONTROL
 NB0292  ___________________________________________________________________
 NB0292* NAD 83(1986)-  42 03 50.     (N)    076 07 58.     (W)     SCALED    
 NB0292* NAVD 88     -       252.616  (meters)     828.79   (feet)  ADJUSTED  
 NB0292  ___________________________________________________________________
 NB0292  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 NB0292  DYNAMIC HT  -         252.518 (meters)     828.47  (feet)  COMP
 NB0292  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 NB0292
 NB0292  VERT ORDER  -  FIRST     CLASS II
 NB0292
 NB0292.The horizontal coordinates were scaled from a topographic map and have
 NB0292.an estimated accuracy of +/- 6 seconds.
 NB0292
 NB0292.The orthometric height was determined by differential leveling
 NB0292.and adjusted by the National Geodetic Survey in June 1991..
 NB0292
 NB0292.The geoid height was determined by GEOID03.
 NB0292
 NB0292.The dynamic height is computed by dividing the NAVD 88
 NB0292.geopotential number by the normal gravity value computed on the
 NB0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0292.degrees latitude (g = 980.6199 gals.).
 NB0292
 NB0292.The modeled gravity was interpolated from observed gravity values.
 NB0292
 NB0292;                    North         East    Units  Estimated Accuracy
 NB0292;SPC NY C     -   229,290.      287,290.      MT  (+/- 180 meters Scaled)
 NB0292
 NB0292                          SUPERSEDED SURVEY CONTROL
 NB0292
 NB0292  NGVD 29 (??/??/92)  252.762  (m)          829.27   (f) ADJ UNCH    1 2
 NB0292
 NB0292.Superseded values are not recommended for survey control.
 NB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0292.See file dsdata.txt to determine how the superseded data were derived.
 NB0292
 NB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM062574(NAD 83)
 NB0292_MARKER: DB = BENCH MARK DISK
 NB0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0292_SP_SET: CULVERT
 NB0292_STAMPING: E 137 1941
 NB0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0292
 NB0292  HISTORY     - Date     Condition        Report By
 NB0292  HISTORY     - 1941     MONUMENTED       CGS
 NB0292  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0292  HISTORY     - 20010416 MARK NOT FOUND   NYDT
 NB0292
 NB0292                          STATION DESCRIPTION
 NB0292
 NB0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NB0292'4.6 MI SW FROM ENDICOTT.
 NB0292'IN TIOGA COUNTY, 4.6 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM
 NB0292'THE STATION AT ENDICOTT, BROOME COUNTY, 0.2 MILE WEST OF MILEPOST
 NB0292'227, AT CULVERT 227.17, IN THE WEST END OF THE NORTH HEADWALL, 53.5
 NB0292'FEET NORTH OF POLE 227.5, 24 FEET SOUTHEAST OF POLE 227, 11.9 FEET
 NB0292'NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND 1.5 FEET LOWER THAN
 NB0292'THE TRACK. A STANDARD DISK, STAMPED E 137 1941.
 NB0292
 NB0292                          STATION RECOVERY (1982)
 NB0292
 NB0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0292'THE MARK IS ALONG THE CONRAIL RAILROAD AND IS INACCESSIBLE AT THIS
 NB0292'TIME.
 NB0292
 NB0292                          STATION RECOVERY (2001)
 NB0292
 NB0292'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (PAF)
 NB0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1443 ***********************************************************************
 NA1443  DESIGNATION -  E 138
 NA1443  PID         -  NA1443
 NA1443  STATE/COUNTY-  NY/BROOME
 NA1443  USGS QUAD   -  CHENANGO FORKS (1968)
 NA1443
 NA1443                         *CURRENT SURVEY CONTROL
 NA1443  ___________________________________________________________________
 NA1443* NAD 83(1986)-  42 09 29.     (N)    075 52 16.     (W)     SCALED    
 NA1443* NAVD 88     -       308.319  (meters)    1011.54   (feet)  ADJUSTED  
 NA1443  ___________________________________________________________________
 NA1443  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 NA1443  DYNAMIC HT  -         308.203 (meters)    1011.16  (feet)  COMP
 NA1443  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 NA1443
 NA1443  VERT ORDER  -  FIRST     CLASS II
 NA1443
 NA1443.The horizontal coordinates were scaled from a topographic map and have
 NA1443.an estimated accuracy of +/- 6 seconds.
 NA1443
 NA1443.The orthometric height was determined by differential leveling
 NA1443.and adjusted by the National Geodetic Survey in June 1991..
 NA1443
 NA1443.The geoid height was determined by GEOID03.
 NA1443
 NA1443.The dynamic height is computed by dividing the NAVD 88
 NA1443.geopotential number by the normal gravity value computed on the
 NA1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1443.degrees latitude (g = 980.6199 gals.).
 NA1443
 NA1443.The modeled gravity was interpolated from observed gravity values.
 NA1443
 NA1443;                    North         East    Units  Estimated Accuracy
 NA1443;SPC NY E     -   370,060.       36,690.      MT  (+/- 180 meters Scaled)
 NA1443
 NA1443                          SUPERSEDED SURVEY CONTROL
 NA1443
 NA1443  NGVD 29 (??/??/92)  308.462  (m)         1012.01   (f) ADJ UNCH    1 2
 NA1443
 NA1443.Superseded values are not recommended for survey control.
 NA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1443.See file dsdata.txt to determine how the superseded data were derived.
 NA1443
 NA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM280676(NAD 83)
 NA1443_MARKER: DB = BENCH MARK DISK
 NA1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1443_SP_SET: CULVERT
 NA1443_STAMPING: E 138 1941
 NA1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1443
 NA1443  HISTORY     - Date     Condition        Report By
 NA1443  HISTORY     - 1941     MONUMENTED       CGS
 NA1443
 NA1443                          STATION DESCRIPTION
 NA1443
 NA1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1443'4.6 MI N FROM BINGHAMTON.
 NA1443'2.6 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 NA1443'FROM THE STATION AT BINGHAMTON, BROOME COUNTY, THENCE ABOUT 2 MILES
 NA1443'NORTH ALONG THE DELAWARE AND HUDSON RAILROAD.  0.1 MILE NORTHEAST OF
 NA1443'MILEPOST A-138, 8 RAILS SOUTHWEST OF SIGNAL TOWER 1371 AND 1371A, AT
 NA1443'A CULVERT UNDER THE TRACKS, IN THE CENTER OF THE TOP OF THE SOUTHEAST
 NA1443'CONCRETE HEADWALL, 3.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 NA1443'HEADWALL, 0.7 FOOT NORTHWEST OF THE SOUTHEAST EDGE, 11.2 FEET
 NA1443'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND ABOUT 3
 NA1443'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1283 ***********************************************************************
 NA1283  DESIGNATION -  E 139
 NA1283  PID         -  NA1283
 NA1283  STATE/COUNTY-  NY/CHENANGO
 NA1283  USGS QUAD   -  NORTH SANFORD (1982)
 NA1283
 NA1283                         *CURRENT SURVEY CONTROL
 NA1283  ___________________________________________________________________
 NA1283* NAD 83(1986)-  42 14 55.     (N)    075 29 25.     (W)     SCALED    
 NA1283* NAVD 88     -       298.021  (meters)     977.76   (feet)  ADJUSTED  
 NA1283  ___________________________________________________________________
 NA1283  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 NA1283  DYNAMIC HT  -         297.913 (meters)     977.40  (feet)  COMP
 NA1283  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 NA1283
 NA1283  VERT ORDER  -  FIRST     CLASS II
 NA1283
 NA1283.The horizontal coordinates were scaled from a topographic map and have
 NA1283.an estimated accuracy of +/- 6 seconds.
 NA1283
 NA1283.The orthometric height was determined by differential leveling
 NA1283.and adjusted by the National Geodetic Survey in June 1991..
 NA1283
 NA1283.The geoid height was determined by GEOID03.
 NA1283
 NA1283.The dynamic height is computed by dividing the NAVD 88
 NA1283.geopotential number by the normal gravity value computed on the
 NA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1283.degrees latitude (g = 980.6199 gals.).
 NA1283
 NA1283.The modeled gravity was interpolated from observed gravity values.
 NA1283
 NA1283;                    North         East    Units  Estimated Accuracy
 NA1283;SPC NY C     -   250,290.      340,200.      MT  (+/- 180 meters Scaled)
 NA1283
 NA1283                          SUPERSEDED SURVEY CONTROL
 NA1283
 NA1283  NGVD 29 (??/??/92)  298.147  (m)          978.17   (f) ADJ UNCH    1 2
 NA1283
 NA1283.Superseded values are not recommended for survey control.
 NA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1283.See file dsdata.txt to determine how the superseded data were derived.
 NA1283
 NA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM595774(NAD 83)
 NA1283_MARKER: DB = BENCH MARK DISK
 NA1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1283_SP_SET: CULVERT
 NA1283_STAMPING: E 139 1941
 NA1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1283
 NA1283  HISTORY     - Date     Condition        Report By
 NA1283  HISTORY     - 1941     MONUMENTED       CGS
 NA1283  HISTORY     - 1970     GOOD             LDA
 NA1283
 NA1283                          STATION DESCRIPTION
 NA1283
 NA1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NA1283'2.6 MI NE FROM AFTON.
 NA1283'2.6 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1283'STATION AT AFTON, CHENANGO COUNTY, 0.2 MILE NORTHEAST OF MILEPOST
 NA1283'A-112, AT A CULVERT UNDER STATE HIGHWAY 7, IN THE CENTER OF THE
 NA1283'SOUTHEAST CONCRETE HEADWALL, 18.8 FEET SOUTHEAST OF THE CENTERLINE OF
 NA1283'THE HIGHWAY, 17.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 NA1283'NORTHWEST TRACK, 108 FEET EAST OF THE EAST CORNER OF A 2-STORY FRAME
 NA1283'HOUSE ON THE NORTHWEST SIDE OF THE HIGHWAY, AND ABOUT 5 FEET LOWER
 NA1283'THAN THE TRACK.  A STANDARD DISK, STAMPED E 139 1941.
 NA1283
 NA1283                          STATION RECOVERY (1970)
 NA1283
 NA1283'RECOVERY NOTE BY L DICKERSON ASSOC 1970
 NA1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1218 ***********************************************************************
 PH1218  DESIGNATION -  E 14
 PH1218  PID         -  PH1218
 PH1218  STATE/COUNTY-  NY/JEFFERSON
 PH1218  USGS QUAD   -  PHILADELPHIA (1982)
 PH1218
 PH1218                         *CURRENT SURVEY CONTROL
 PH1218  ___________________________________________________________________
 PH1218* NAD 83(1986)-  44 07 58.     (N)    075 44 12.     (W)     SCALED    
 PH1218* NAVD 88     -       152.131  (meters)     499.12   (feet)  ADJUSTED  
 PH1218  ___________________________________________________________________
 PH1218  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 PH1218  DYNAMIC HT  -         152.108 (meters)     499.04  (feet)  COMP
 PH1218  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PH1218
 PH1218  VERT ORDER  -  FIRST     CLASS II
 PH1218
 PH1218.The horizontal coordinates were scaled from a topographic map and have
 PH1218.an estimated accuracy of +/- 6 seconds.
 PH1218
 PH1218.The orthometric height was determined by differential leveling
 PH1218.and adjusted by the National Geodetic Survey in June 1991..
 PH1218
 PH1218.The geoid height was determined by GEOID03.
 PH1218
 PH1218.The dynamic height is computed by dividing the NAVD 88
 PH1218.geopotential number by the normal gravity value computed on the
 PH1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1218.degrees latitude (g = 980.6199 gals.).
 PH1218
 PH1218.The modeled gravity was interpolated from observed gravity values.
 PH1218
 PH1218;                    North         East    Units  Estimated Accuracy
 PH1218;SPC NY C     -   459,370.      317,750.      MT  (+/- 180 meters Scaled)
 PH1218
 PH1218                          SUPERSEDED SURVEY CONTROL
 PH1218
 PH1218  NGVD 29 (??/??/92)  152.260  (m)          499.54   (f) ADJ UNCH    1 2
 PH1218
 PH1218.Superseded values are not recommended for survey control.
 PH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1218.See file dsdata.txt to determine how the superseded data were derived.
 PH1218
 PH1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP410868(NAD 83)
 PH1218_MARKER: Q = CHISELED SQUARE
 PH1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1218_SP_SET: COPING
 PH1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1218
 PH1218  HISTORY     - Date     Condition        Report By
 PH1218  HISTORY     - UNK      MONUMENTED       CGS
 PH1218  HISTORY     - 1919     GOOD             NGS
 PH1218
 PH1218                          STATION DESCRIPTION
 PH1218
 PH1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 PH1218'1.75 MI SW FROM PHILADELPHIA.
 PH1218'ABOUT 1-3/4 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH1218'THE STATION AT PHILADELPHIA, JEFFERSON COUNTY, 2 POLES SOUTHWEST OF
 PH1218'MILEPOST S 88, 23 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 PH1218'NORTHWEST TRACK, AND ON THE EXTREME SOUTHWEST CORNER OF THE COPING OF
 PH1218'A CATTLE PASS.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1611 ***********************************************************************
 KU1611  DESIGNATION -  E 14 NC
 KU1611  PID         -  KU1611
 KU1611  STATE/COUNTY-  NY/NASSAU
 KU1611  USGS QUAD   -  HICKSVILLE (1979)
 KU1611
 KU1611                         *CURRENT SURVEY CONTROL
 KU1611  ___________________________________________________________________
 KU1611* NAD 83(1986)-  40 50 56.     (N)    073 30 27.     (W)     SCALED    
 KU1611* NAVD 88     -        76.194  (meters)     249.98   (feet)  ADJUSTED  
 KU1611  ___________________________________________________________________
 KU1611  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU1611  DYNAMIC HT  -          76.167 (meters)     249.89  (feet)  COMP
 KU1611  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 KU1611
 KU1611  VERT ORDER  -  SECOND    CLASS 0
 KU1611
 KU1611.The horizontal coordinates were scaled from a topographic map and have
 KU1611.an estimated accuracy of +/- 6 seconds.
 KU1611
 KU1611.The orthometric height was determined by differential leveling
 KU1611.and adjusted by the National Geodetic Survey in June 1991..
 KU1611
 KU1611.The geoid height was determined by GEOID03.
 KU1611
 KU1611.The dynamic height is computed by dividing the NAVD 88
 KU1611.geopotential number by the normal gravity value computed on the
 KU1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1611.degrees latitude (g = 980.6199 gals.).
 KU1611
 KU1611.The modeled gravity was interpolated from observed gravity values.
 KU1611
 KU1611;                    North         East    Units  Estimated Accuracy
 KU1611;SPC NY L     -    75,880.      341,530.      MT  (+/- 180 meters Scaled)
 KU1611
 KU1611                          SUPERSEDED SURVEY CONTROL
 KU1611
 KU1611  NGVD 29 (??/??/92)   76.516  (m)          251.04   (f) ADJ UNCH    2 0
 KU1611
 KU1611.Superseded values are not recommended for survey control.
 KU1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1611.See file dsdata.txt to determine how the superseded data were derived.
 KU1611
 KU1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL258230(NAD 83)
 KU1611_MARKER: X = CHISELED CROSS
 KU1611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1611_SP_SET: ABUTMENT
 KU1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1611
 KU1611  HISTORY     - Date     Condition        Report By
 KU1611  HISTORY     - UNK      MONUMENTED       NY-059
 KU1611  HISTORY     - 1932     GOOD             NGS
 KU1611  HISTORY     - 1935     GOOD             NGS
 KU1611  HISTORY     - 20031104 MARK NOT FOUND   NGS
 KU1611
 KU1611                          STATION DESCRIPTION
 KU1611
 KU1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1611'2.6 MI SE FROM OYSTER BAY.
 KU1611'2.6 MILES SOUTHEAST ALONG BERRY HILL ROAD FROM OYSTER BAY,
 KU1611'NASSAU COUNTY, AT A CONCRETE CULVERT, ON THE TOP OF THE EAST
 KU1611'ABUTMENT, 16.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1
 KU1611'FOOT ABOVE THE GROUND.  A CHISELED CROSS, MARKED WITH THE
 KU1611'YELLOW-PAINTED FIGURES NCE BM 14.
 KU1611
 KU1611                          STATION RECOVERY (1935)
 KU1611
 KU1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1611'RECOVERED IN GOOD CONDITION.
 KU1611
 KU1611                          STATION RECOVERY (2003)
 KU1611
 KU1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1611'MARK BELIEVED DESTROYED. ORIGINAL HEADWALL CONTAINING MARK IS BELIEVED
 KU1611'TO HAVE BEEN REPLACED. EXISTING HEADWALL IS 20.5 FT EAST OF ROAD
 KU1611'CENTERLINE, NOT 16.5 FT, AND THERE IS NO CHISELED CROSS IN IT OR MARK
 KU1611'OF ANY KIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1315 ***********************************************************************
 NA1315  DESIGNATION -  E 140
 NA1315  PID         -  NA1315
 NA1315  STATE/COUNTY-  NY/OTSEGO
 NA1315  USGS QUAD   -  OTEGO (1982)
 NA1315
 NA1315                         *CURRENT SURVEY CONTROL
 NA1315  ___________________________________________________________________
 NA1315* NAD 83(1986)-  42 24 02.     (N)    075 08 33.     (W)     SCALED    
 NA1315* NAVD 88     -       318.315  (meters)    1044.34   (feet)  ADJUSTED  
 NA1315  ___________________________________________________________________
 NA1315  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 NA1315  DYNAMIC HT  -         318.202 (meters)    1043.97  (feet)  COMP
 NA1315  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 NA1315
 NA1315  VERT ORDER  -  FIRST     CLASS II
 NA1315
 NA1315.The horizontal coordinates were scaled from a topographic map and have
 NA1315.an estimated accuracy of +/- 6 seconds.
 NA1315
 NA1315.The orthometric height was determined by differential leveling
 NA1315.and adjusted by the National Geodetic Survey in June 1991..
 NA1315
 NA1315.The geoid height was determined by GEOID03.
 NA1315
 NA1315.The dynamic height is computed by dividing the NAVD 88
 NA1315.geopotential number by the normal gravity value computed on the
 NA1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1315.degrees latitude (g = 980.6199 gals.).
 NA1315
 NA1315.The modeled gravity was interpolated from observed gravity values.
 NA1315
 NA1315;                    North         East    Units  Estimated Accuracy
 NA1315;SPC NY E     -   396,290.       97,110.      MT  (+/- 180 meters Scaled)
 NA1315
 NA1315                          SUPERSEDED SURVEY CONTROL
 NA1315
 NA1315  NGVD 29 (??/??/92)  318.443  (m)         1044.76   (f) ADJ UNCH    1 2
 NA1315
 NA1315.Superseded values are not recommended for survey control.
 NA1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1315.See file dsdata.txt to determine how the superseded data were derived.
 NA1315
 NA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM882942(NAD 83)
 NA1315_MARKER: DB = BENCH MARK DISK
 NA1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1315_SP_SET: CULVERT
 NA1315_STAMPING: E 140 1941
 NA1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1315
 NA1315  HISTORY     - Date     Condition        Report By
 NA1315  HISTORY     - 1941     MONUMENTED       CGS
 NA1315  HISTORY     - 1942     GOOD             NGS
 NA1315
 NA1315                          STATION DESCRIPTION
 NA1315
 NA1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA1315'1.7 MI NE FROM OTEGO.
 NA1315'1.7 MILES NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA1315'STATION AT OTEGO, OTSEGO COUNTY, 80 FEET NORTH OF MILEPOST A-88, AT A
 NA1315'CULVERT UNDER THE TRACK, IN THE NORTHWEST HEADWALL, 4.8 FEET
 NA1315'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 0.6 FOOT SOUTHEAST OF
 NA1315'THE NORTHWEST EDGE, 41.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 NA1315'NORTHWEST TRACK, 15.6 FEET SOUTHWEST OF THE FIRST POLE NORTHEAST OF
 NA1315'THE MILEPOST (SECOND POLE SOUTHWEST OF A PRIVATE-ROAD CROSSING), AND
 NA1315'ABOUT 12 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 140
 NA1315'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0593 ***********************************************************************
 LY0593  DESIGNATION -  E 141
 LY0593  PID         -  LY0593
 LY0593  STATE/COUNTY-  NY/ORANGE
 LY0593  USGS QUAD   -  OTISVILLE (1976)
 LY0593
 LY0593                         *CURRENT SURVEY CONTROL
 LY0593  ___________________________________________________________________
 LY0593* NAD 83(1986)-  41 28 23.     (N)    074 32 16.     (W)     SCALED    
 LY0593* NAVD 88     -       259.455  (meters)     851.23   (feet)  ADJUSTED  
 LY0593  ___________________________________________________________________
 LY0593  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY0593  DYNAMIC HT  -         259.349 (meters)     850.88  (feet)  COMP
 LY0593  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 LY0593
 LY0593  VERT ORDER  -  FIRST     CLASS II
 LY0593
 LY0593.The horizontal coordinates were scaled from a topographic map and have
 LY0593.an estimated accuracy of +/- 6 seconds.
 LY0593
 LY0593.The orthometric height was determined by differential leveling
 LY0593.and adjusted by the National Geodetic Survey in June 1991..
 LY0593
 LY0593.The geoid height was determined by GEOID03.
 LY0593
 LY0593.The dynamic height is computed by dividing the NAVD 88
 LY0593.geopotential number by the normal gravity value computed on the
 LY0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0593.degrees latitude (g = 980.6199 gals.).
 LY0593
 LY0593.The modeled gravity was interpolated from observed gravity values.
 LY0593
 LY0593;                    North         East    Units  Estimated Accuracy
 LY0593;SPC NY E     -   293,080.      146,850.      MT  (+/- 180 meters Scaled)
 LY0593
 LY0593                          SUPERSEDED SURVEY CONTROL
 LY0593
 LY0593  NGVD 29 (??/??/92)  259.654  (m)          851.88   (f) ADJ UNCH    1 2
 LY0593
 LY0593.Superseded values are not recommended for survey control.
 LY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0593.See file dsdata.txt to determine how the superseded data were derived.
 LY0593
 LY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL385913(NAD 83)
 LY0593_MARKER: DB = BENCH MARK DISK
 LY0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0593_SP_SET: CON DRAIN
 LY0593_STAMPING: E 141 1941
 LY0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0593
 LY0593  HISTORY     - Date     Condition        Report By
 LY0593  HISTORY     - 1941     MONUMENTED       CGS
 LY0593  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0593
 LY0593                          STATION DESCRIPTION
 LY0593
 LY0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0593'AT OTISVILLE.
 LY0593'AT OTISVILLE, ORANGE COUNTY, ABOUT 0.1 MILE SOUTHEAST OF THE
 LY0593'ERIE RAILROAD STATION, ABOUT 5 RAILS SOUTHEAST OF STEEL
 LY0593'OVERHEAD BRIDGE 74.67, AT THE INTERSECTION OF KELLY HILL AND
 LY0593'SANATORIUM AVENUE, 13.8 FEET NORTHWEST OF THE CENTER LINE OF
 LY0593'SANATORIUM AVENUE, 8.1 FEET NORTHEAST OF THE CENTER LINE OF
 LY0593'THE PROLONGATION OF KELLEY HILL, IN THE SOUTHWEST WALL OF A
 LY0593'CONCRETE DRAIN, 56.8 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 LY0593'LARGE TWO-STORY BRICK DWELLING, 43.5 FEET NORTHWEST OF THE WEST
 LY0593'CORNER OF A LARGE TWO-STORY FRAME BUILDING, AND 33.4 FEET
 LY0593'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK.  A
 LY0593'STANDARD DISK, STAMPED E 141 1941.
 LY0593
 LY0593                          STATION RECOVERY (1978)
 LY0593
 LY0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0593'NOT RECOVERED DUE TO NEW FOUNDATION OF TOP OF DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1009 ***********************************************************************
 LY1009  DESIGNATION -  E 142
 LY1009  PID         -  LY1009
 LY1009  STATE/COUNTY-  NY/SULLIVAN
 LY1009  USGS QUAD   -  CALLICOON (1992)
 LY1009
 LY1009                         *CURRENT SURVEY CONTROL
 LY1009  ___________________________________________________________________
 LY1009* NAD 83(1986)-  41 49 11.     (N)    075 06 08.     (W)     SCALED    
 LY1009* NAVD 88     -       248.506  (meters)     815.31   (feet)  ADJUSTED  
 LY1009  ___________________________________________________________________
 LY1009  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LY1009  DYNAMIC HT  -         248.420 (meters)     815.02  (feet)  COMP
 LY1009  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LY1009
 LY1009  VERT ORDER  -  FIRST     CLASS II
 LY1009
 LY1009.The horizontal coordinates were scaled from a topographic map and have
 LY1009.an estimated accuracy of +/- 6 seconds.
 LY1009
 LY1009.The orthometric height was determined by differential leveling
 LY1009.and adjusted by the National Geodetic Survey in June 1991..
 LY1009
 LY1009.The geoid height was determined by GEOID03.
 LY1009
 LY1009.The dynamic height is computed by dividing the NAVD 88
 LY1009.geopotential number by the normal gravity value computed on the
 LY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1009.degrees latitude (g = 980.6199 gals.).
 LY1009
 LY1009.The modeled gravity was interpolated from observed gravity values.
 LY1009
 LY1009;                    North         East    Units  Estimated Accuracy
 LY1009;SPC NY E     -   331,750.       99,970.      MT  (+/- 180 meters Scaled)
 LY1009
 LY1009                          SUPERSEDED SURVEY CONTROL
 LY1009
 LY1009  NGVD 29 (??/??/92)  248.676  (m)          815.86   (f) ADJ UNCH    1 2
 LY1009
 LY1009.Superseded values are not recommended for survey control.
 LY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1009.See file dsdata.txt to determine how the superseded data were derived.
 LY1009
 LY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM915297(NAD 83)
 LY1009_MARKER: DB = BENCH MARK DISK
 LY1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1009_STAMPING: E 142 1941
 LY1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1009+STABILITY: SURFACE MOTION
 LY1009
 LY1009  HISTORY     - Date     Condition        Report By
 LY1009  HISTORY     - 1941     MONUMENTED       CGS
 LY1009  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY1009
 LY1009                          STATION DESCRIPTION
 LY1009
 LY1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY1009'1 MI NW FROM HANKINS.
 LY1009'1.0 MILE NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY1009'HANKINS, SULLIVAN COUNTY, 49.6 FEET NORTHWEST OF MILEPOST 143,
 LY1009'39 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, AND 4.4
 LY1009'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED E 142 1941 AND
 LY1009'SET IN THE TOP OF A CONCRETE POST.
 LY1009
 LY1009                          STATION RECOVERY (1982)
 LY1009
 LY1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0003 ***********************************************************************
 LY0003  DESIGNATION -  E 143
 LY0003  PID         -  LY0003
 LY0003  STATE/COUNTY-  NY/ORANGE
 LY0003  USGS QUAD   -  WALDEN (1957)
 LY0003
 LY0003                         *CURRENT SURVEY CONTROL
 LY0003  ___________________________________________________________________
 LY0003* NAD 83(1986)-  41 31 02.     (N)    074 14 10.     (W)     SCALED    
 LY0003* NAVD 88     -       116.075  (meters)     380.82   (feet)  ADJUSTED  
 LY0003  ___________________________________________________________________
 LY0003  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0003  DYNAMIC HT  -         116.030 (meters)     380.68  (feet)  COMP
 LY0003  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 LY0003
 LY0003  VERT ORDER  -  FIRST     CLASS II
 LY0003
 LY0003.The horizontal coordinates were scaled from a topographic map and have
 LY0003.an estimated accuracy of +/- 6 seconds.
 LY0003
 LY0003.The orthometric height was determined by differential leveling
 LY0003.and adjusted by the National Geodetic Survey in June 1991..
 LY0003
 LY0003.The geoid height was determined by GEOID03.
 LY0003
 LY0003.The dynamic height is computed by dividing the NAVD 88
 LY0003.geopotential number by the normal gravity value computed on the
 LY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0003.degrees latitude (g = 980.6199 gals.).
 LY0003
 LY0003.The modeled gravity was interpolated from observed gravity values.
 LY0003
 LY0003;                    North         East    Units  Estimated Accuracy
 LY0003;SPC NY E     -   298,020.      172,030.      MT  (+/- 180 meters Scaled)
 LY0003
 LY0003                          SUPERSEDED SURVEY CONTROL
 LY0003
 LY0003  NGVD 29 (??/??/92)  116.30   (m)          381.6    (f) COMPUTED    1 2
 LY0003
 LY0003.Superseded values are not recommended for survey control.
 LY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0003.See file dsdata.txt to determine how the superseded data were derived.
 LY0003
 LY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL637964(NAD 83)
 LY0003_MARKER: DB = BENCH MARK DISK
 LY0003_SETTING: 80 = SET IN A BOULDER
 LY0003_SP_SET: BOULDER
 LY0003_STAMPING: E 143 1941
 LY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0003+STABILITY: SURFACE MOTION
 LY0003
 LY0003  HISTORY     - Date     Condition        Report By
 LY0003  HISTORY     - 1941     MONUMENTED       CGS
 LY0003  HISTORY     - 20030728 POOR             NYDT
 LY0003
 LY0003                          STATION DESCRIPTION
 LY0003
 LY0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0003'3.8 MI SW FROM WALDEN.
 LY0003'3.8 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM STATION AT
 LY0003'WALDEN, 10 RAILS SOUTH OF MILE POST NO. G-10, SET IN LARGE
 LY0003'GRANITE BOULDER, ABOUT 150 FEET NORTHEAST OF A FORKED OAK TREE,
 LY0003'51.4 FEET WEST OF THE WEST RAIL OF THE TRACK, 41.5 FEET WEST OF
 LY0003'THE WHISTLE SIGN POST FOR SOUTH-BOUND TRAINS, 23 FEET WEST OF THE
 LY0003'RIGHT-OF-WAY FENCE, ABOUT 5 FEET BELOW TRACK LEVEL.  A STANDARD
 LY0003'DISK STAMPED E-143 1941.
 LY0003
 LY0003                          STATION RECOVERY (2003)
 LY0003
 LY0003'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (JRB)
 LY0003'FOUND FIRMLY ANCHORED BUT WITH DENTED EDGES. ABOUT 3.8 MILES SOUTHWEST
 LY0003'ALONG THE FORMER ERIE RAILROAD FROM STATION AT WALDEN.
 LY0003'8 RAIL LENGTHS SOUTH OF TRIANGULAR CONCRETE MILE POST G-10, SET IN
 LY0003'LARGE GRANITE BOULDER IN WOODED AREA, ABOUT 60 FEET WEST OF THE WEST
 LY0003'RAIL OF THE TRACK, ABOUT 41 FEET WEST OF THE WHISTLE POST FOUND LYING
 LY0003'FLAT IN THE BALLAST WEST OF THE RAILS, ABOUT 7 FEET BELOW TRACK LEVEL.
 LY0003'A STANDARD DISK STAMPED E-143 1941
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1549 ***********************************************************************
 LX1549  DESIGNATION -  E 144
 LX1549  PID         -  LX1549
 LX1549  STATE/COUNTY-  NY/ULSTER
 LX1549  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1549
 LX1549                         *CURRENT SURVEY CONTROL
 LX1549  ___________________________________________________________________
 LX1549* NAD 83(1986)-  41 43 08.     (N)    073 57 51.     (W)     SCALED    
 LX1549* NAVD 88     -        72.068  (meters)     236.44   (feet)  ADJUSTED  
 LX1549  ___________________________________________________________________
 LX1549  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LX1549  DYNAMIC HT  -          72.042 (meters)     236.36  (feet)  COMP
 LX1549  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 LX1549
 LX1549  VERT ORDER  -  FIRST     CLASS II
 LX1549
 LX1549.The horizontal coordinates were scaled from a topographic map and have
 LX1549.an estimated accuracy of +/- 6 seconds.
 LX1549
 LX1549.The orthometric height was determined by differential leveling
 LX1549.and adjusted by the National Geodetic Survey in June 1991..
 LX1549
 LX1549.The geoid height was determined by GEOID03.
 LX1549
 LX1549.The dynamic height is computed by dividing the NAVD 88
 LX1549.geopotential number by the normal gravity value computed on the
 LX1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1549.degrees latitude (g = 980.6199 gals.).
 LX1549
 LX1549.The modeled gravity was interpolated from observed gravity values.
 LX1549
 LX1549;                    North         East    Units  Estimated Accuracy
 LX1549;SPC NY E     -   320,520.      194,590.      MT  (+/- 180 meters Scaled)
 LX1549
 LX1549                          SUPERSEDED SURVEY CONTROL
 LX1549
 LX1549.No superseded survey control is available for this station.
 LX1549
 LX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM861190(NAD 83)
 LX1549_MARKER: DB = BENCH MARK DISK
 LX1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1549_SP_SET: STONE PILLAR
 LX1549_STAMPING: E 144 1941
 LX1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1549+STABILITY: SURFACE MOTION
 LX1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1549+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 LX1549
 LX1549  HISTORY     - Date     Condition        Report By
 LX1549  HISTORY     - 1941     MONUMENTED       CGS
 LX1549  HISTORY     - 1955     GOOD             NGS
 LX1549  HISTORY     - 1978     GOOD             NGS
 LX1549  HISTORY     - 1984     GOOD             USPSQD
 LX1549  HISTORY     - 1987     GOOD             USPSQD
 LX1549  HISTORY     - 19960815 GOOD             USPSQD
 LX1549  HISTORY     - 20050717 GOOD             JCLS
 LX1549
 LX1549                          STATION DESCRIPTION
 LX1549
 LX1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1549'AT HIGHLAND.
 LX1549'AT HIGHLAND, AT THE INTERSECTION OF VINEYARD AVENUE AND MAIN
 LX1549'STREET, SET IN THE TOP OF THE STONE PILLAR ON THE SOUTHWEST SIDE
 LX1549'OF MAIN SOUTHEAST ENTRANCE TO FIRST NATIONAL BANK OF HIGHLAND,
 LX1549'12 3/4 FEET NORTHWEST OF NORTHWEST CURB OF VINEYARD AVENUE, 35
 LX1549'FEET SOUTHWEST OF SOUTHWEST CURB OF MAIN STREET, 9 1/4 FEET
 LX1549'SOUTHWEST OF CENTER LINE OF MAIN SOUTHEAST ENTRANCE TO BUILDING,
 LX1549'1.8 FEET SOUTHEAST OF SOUTHEAST FACE OF BUILDING AND 1 1/2 FEET
 LX1549'ABOVE LEVEL OF SIDE WALK.
 LX1549
 LX1549                          STATION RECOVERY (1978)
 LX1549
 LX1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1549'RECOVERED IN GOOD CONDITION.
 LX1549
 LX1549                          STATION RECOVERY (1984)
 LX1549
 LX1549'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1549'RECOVERED IN GOOD CONDITION.
 LX1549
 LX1549                          STATION RECOVERY (1987)
 LX1549
 LX1549'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LX1549'RECOVERED IN GOOD CONDITION.
 LX1549
 LX1549                          STATION RECOVERY (1996)
 LX1549
 LX1549'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX1549'RECOVERED IN GOOD CONDITION.
 LX1549
 LX1549                          STATION RECOVERY (2005)
 LX1549
 LX1549'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 LX1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0939 ***********************************************************************
 OF0939  DESIGNATION -  E 145
 OF0939  PID         -  OF0939
 OF0939  STATE/COUNTY-  NY/WAYNE
 OF0939  USGS QUAD   -  PALMYRA (1952)
 OF0939
 OF0939                         *CURRENT SURVEY CONTROL
 OF0939  ___________________________________________________________________
 OF0939* NAD 83(1986)-  43 07 12.     (N)    077 12 15.     (W)     SCALED    
 OF0939* NAVD 88     -       140.630  (meters)     461.38   (feet)  ADJUSTED  
 OF0939  ___________________________________________________________________
 OF0939  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OF0939  DYNAMIC HT  -         140.594 (meters)     461.27  (feet)  COMP
 OF0939  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 OF0939
 OF0939  VERT ORDER  -  SECOND    CLASS 0
 OF0939
 OF0939.The horizontal coordinates were scaled from a topographic map and have
 OF0939.an estimated accuracy of +/- 6 seconds.
 OF0939
 OF0939.The orthometric height was determined by differential leveling
 OF0939.and adjusted by the National Geodetic Survey in June 1991..
 OF0939
 OF0939.The geoid height was determined by GEOID03.
 OF0939
 OF0939.The dynamic height is computed by dividing the NAVD 88
 OF0939.geopotential number by the normal gravity value computed on the
 OF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0939.degrees latitude (g = 980.6199 gals.).
 OF0939
 OF0939.The modeled gravity was interpolated from observed gravity values.
 OF0939
 OF0939;                    North         East    Units  Estimated Accuracy
 OF0939;SPC NY C     -   346,690.      199,480.      MT  (+/- 180 meters Scaled)
 OF0939
 OF0939                          SUPERSEDED SURVEY CONTROL
 OF0939
 OF0939  NGVD 29 (??/??/92)  140.815  (m)          461.99   (f) ADJ UNCH    2 0
 OF0939
 OF0939.Superseded values are not recommended for survey control.
 OF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0939.See file dsdata.txt to determine how the superseded data were derived.
 OF0939
 OF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN206764(NAD 83)
 OF0939_MARKER: DB = BENCH MARK DISK
 OF0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0939_SP_SET: CULVERT
 OF0939_STAMPING: E 145 1942
 OF0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0939
 OF0939  HISTORY     - Date     Condition        Report By
 OF0939  HISTORY     - 1942     MONUMENTED       CGS
 OF0939  HISTORY     - 19870411 GOOD             USPSQD
 OF0939  HISTORY     - 20031018 GOOD             USPSQD
 OF0939
 OF0939                          STATION DESCRIPTION
 OF0939
 OF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0939'1.9 MI S FROM MARION.
 OF0939'TO REACH FROM THE HIGH SCHOOL AT MARION, PROCEED SOUTHERLY ON
 OF0939'STATE HIGHWAY NO. 21 AND GO 1.9 MILES TO A T ROAD INTERSECTION
 OF0939'AND SITE OF BENCH MARK.
 OF0939'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 OF0939'THE WEST HEADWALL OF A 2 BY 2 FOOT CONCRETE BOX CULVERT, ABOUT 250
 OF0939'FEET SOUTH OF A LARGE BRICK HOUSE, ABOUT 150 FEET SOUTH OF THE T
 OF0939'ROAD INTERSECTION, 22.5 FEET WEST OF AND ABOUT THE 4 FEET BELOW THE
 OF0939'CENTER LINE OF THE HIGHWAY.
 OF0939
 OF0939                          STATION RECOVERY (1987)
 OF0939
 OF0939'RECOVERY NOTE BY US POWER SQUADRON 1987 (AD)
 OF0939'RECOVERED IN GOOD CONDITION.
 OF0939
 OF0939                          STATION RECOVERY (2003)
 OF0939
 OF0939'RECOVERY NOTE BY US POWER SQUADRON 2003
 OF0939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0804 ***********************************************************************
 NB0804  DESIGNATION -  E 146 RESET 1953
 NB0804  PID         -  NB0804
 NB0804  STATE/COUNTY-  NY/ONTARIO
 NB0804  USGS QUAD   -  CLIFTON SPRINGS (1978)
 NB0804
 NB0804                         *CURRENT SURVEY CONTROL
 NB0804  ___________________________________________________________________
 NB0804* NAD 83(1986)-  42 59 04.     (N)    077 09 28.     (W)     SCALED    
 NB0804* NAVD 88     -       163.53   (+/-2cm)     536.5    (feet)  VERTCON   
 NB0804  ___________________________________________________________________
 NB0804  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NB0804
 NB0804  VERT ORDER  -  THIRD (See Below)
 NB0804
 NB0804.The horizontal coordinates were scaled from a topographic map and have
 NB0804.an estimated accuracy of +/- 6 seconds.
 NB0804
 NB0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0804.The vertical order pertains to the NGVD 29 superseded value.
 NB0804
 NB0804.The geoid height was determined by GEOID03.
 NB0804
 NB0804;                    North         East    Units  Estimated Accuracy
 NB0804;SPC NY C     -   331,600.      203,150.      MT  (+/- 180 meters Scaled)
 NB0804
 NB0804                          SUPERSEDED SURVEY CONTROL
 NB0804
 NB0804  NGVD 29 (09/01/04)  163.70   (m)          537.1    (f) RESET       3  
 NB0804
 NB0804.Superseded values are not recommended for survey control.
 NB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0804.See file dsdata.txt to determine how the superseded data were derived.
 NB0804
 NB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN240613(NAD 83)
 NB0804_MARKER: DB = BENCH MARK DISK
 NB0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0804_SP_SET: CULVERT
 NB0804_STAMPING: E 146 RESET 1953
 NB0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0804
 NB0804  HISTORY     - Date     Condition        Report By
 NB0804  HISTORY     - 1953     MONUMENTED       CGS
 NB0804  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0804
 NB0804                          STATION DESCRIPTION
 NB0804
 NB0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NB0804'1.1 MI W FROM GYPSUM.
 NB0804'1.1 MILES WEST ALONG A GRAVEL ROAD FROM THE GRADE SCHOOL AT GYPSUM,
 NB0804'0.1 MILE WEST OF A GRAVEL PIT, AT A 30-INCH CORRUGATED-PIPE CULVERT,
 NB0804'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 25 FEET NORTH OF
 NB0804'THE CENTERLINE OF THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.
 NB0804
 NB0804                          STATION RECOVERY (1989)
 NB0804
 NB0804'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0914 ***********************************************************************
 OF0914  DESIGNATION -  E 147
 OF0914  PID         -  OF0914
 OF0914  STATE/COUNTY-  NY/WAYNE
 OF0914  USGS QUAD   -  ONTARIO (1978)
 OF0914
 OF0914                         *CURRENT SURVEY CONTROL
 OF0914  ___________________________________________________________________
 OF0914* NAD 83(1986)-  43 13 28.     (N)    077 20 30.     (W)     SCALED    
 OF0914* NAVD 88     -       133.392  (meters)     437.64   (feet)  ADJUSTED  
 OF0914  ___________________________________________________________________
 OF0914  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OF0914  DYNAMIC HT  -         133.360 (meters)     437.53  (feet)  COMP
 OF0914  MODELED GRAV-     980,380.8   (mgal)                       NAVD 88
 OF0914
 OF0914  VERT ORDER  -  SECOND    CLASS 0
 OF0914
 OF0914.The horizontal coordinates were scaled from a topographic map and have
 OF0914.an estimated accuracy of +/- 6 seconds.
 OF0914
 OF0914.The orthometric height was determined by differential leveling
 OF0914.and adjusted by the National Geodetic Survey in June 1991..
 OF0914
 OF0914.The geoid height was determined by GEOID03.
 OF0914
 OF0914.The dynamic height is computed by dividing the NAVD 88
 OF0914.geopotential number by the normal gravity value computed on the
 OF0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0914.degrees latitude (g = 980.6199 gals.).
 OF0914
 OF0914.The modeled gravity was interpolated from observed gravity values.
 OF0914
 OF0914;                    North         East    Units  Estimated Accuracy
 OF0914;SPC NY C     -   358,380.      188,390.      MT  (+/- 180 meters Scaled)
 OF0914
 OF0914                          SUPERSEDED SURVEY CONTROL
 OF0914
 OF0914  NGVD 29 (??/??/92)  133.593  (m)          438.30   (f) ADJ UNCH    2 0
 OF0914
 OF0914.Superseded values are not recommended for survey control.
 OF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0914.See file dsdata.txt to determine how the superseded data were derived.
 OF0914
 OF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN098884(NAD 83)
 OF0914_MARKER: DB = BENCH MARK DISK
 OF0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0914_SP_SET: BRIDGE
 OF0914_STAMPING: E 147 1942
 OF0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0914
 OF0914  HISTORY     - Date     Condition        Report By
 OF0914  HISTORY     - 1942     MONUMENTED       CGS
 OF0914  HISTORY     - 1967     GOOD             LOCENG
 OF0914  HISTORY     - 19890421 GOOD             USPSQD
 OF0914  HISTORY     - 20010331 GOOD             NGS
 OF0914
 OF0914                          STATION DESCRIPTION
 OF0914
 OF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0914'AT FRUITLAND.
 OF0914'AT FRUITLAND, ALONG U.S. HIGHWAY NO. 104
 OF0914'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE WEST END OF THE
 OF0914'NORTH WINGWALL OF THE CONCRETE BRIDGE OVER DEER CREEK, 20 FEET NORTH
 OF0914'OF AND ABOUT ONE FOOT BELOW THE CENTER LINE OF THE HIGHWAY, 11 FEET
 OF0914'WEST OF THE WEST END OF THE NORTH GUARD RAIL.
 OF0914
 OF0914                          STATION RECOVERY (1967)
 OF0914
 OF0914'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OF0914'RECOVERED IN GOOD CONDITION.
 OF0914
 OF0914                          STATION RECOVERY (1989)
 OF0914
 OF0914'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRL)
 OF0914'RECOVERED IN GOOD CONDITION.
 OF0914
 OF0914                          STATION RECOVERY (2001)
 OF0914
 OF0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0922 ***********************************************************************
 OF0922  DESIGNATION -  E 148
 OF0922  PID         -  OF0922
 OF0922  STATE/COUNTY-  NY/WAYNE
 OF0922  USGS QUAD   -  PALMYRA (1952)
 OF0922
 OF0922                         *CURRENT SURVEY CONTROL
 OF0922  ___________________________________________________________________
 OF0922* NAD 83(1986)-  43 03 47.     (N)    077 14 53.     (W)     SCALED    
 OF0922* NAVD 88     -       134.555  (meters)     441.45   (feet)  ADJUSTED  
 OF0922  ___________________________________________________________________
 OF0922  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OF0922  DYNAMIC HT  -         134.520 (meters)     441.34  (feet)  COMP
 OF0922  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 OF0922
 OF0922  VERT ORDER  -  SECOND    CLASS II
 OF0922
 OF0922.The horizontal coordinates were scaled from a topographic map and have
 OF0922.an estimated accuracy of +/- 6 seconds.
 OF0922
 OF0922.The orthometric height was determined by differential leveling
 OF0922.and adjusted by the National Geodetic Survey in June 1991..
 OF0922
 OF0922.The geoid height was determined by GEOID03.
 OF0922
 OF0922.The dynamic height is computed by dividing the NAVD 88
 OF0922.geopotential number by the normal gravity value computed on the
 OF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0922.degrees latitude (g = 980.6199 gals.).
 OF0922
 OF0922.The modeled gravity was interpolated from observed gravity values.
 OF0922
 OF0922;                    North         East    Units  Estimated Accuracy
 OF0922;SPC NY C     -   340,390.      195,860.      MT  (+/- 180 meters Scaled)
 OF0922
 OF0922                          SUPERSEDED SURVEY CONTROL
 OF0922
 OF0922  NGVD 29 (??/??/92)  134.735  (m)          442.04   (f) ADJ UNCH    2 0
 OF0922
 OF0922.Superseded values are not recommended for survey control.
 OF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0922.See file dsdata.txt to determine how the superseded data were derived.
 OF0922
 OF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN169702(NAD 83)
 OF0922_MARKER: DB = BENCH MARK DISK
 OF0922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OF0922_SP_SET: CULVERT HEADWALL
 OF0922_STAMPING: E 148 1942
 OF0922_MARK LOGO: CGS   
 OF0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 OF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0922+STABILITY: SURFACE MOTION
 OF0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OF0922+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 OF0922
 OF0922  HISTORY     - Date     Condition        Report By
 OF0922  HISTORY     - 1942     MONUMENTED       CGS
 OF0922  HISTORY     - 1968     GOOD             USE
 OF0922  HISTORY     - 19890917 GOOD             USPSQD
 OF0922  HISTORY     - 20020320 GOOD             NYDT
 OF0922  HISTORY     - 20030320 GOOD             TVGA
 OF0922  HISTORY     - 20031018 GOOD             USPSQD
 OF0922
 OF0922                          STATION DESCRIPTION
 OF0922
 OF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0922'0.8 MI W FROM PALMYRA.
 OF0922'TO REACH FROM THE CITY HALL AT PALMYRA, PROCEED WEST ON STATE HIGHWAY
 OF0922'AND GO 0.8 MILE TO THE INTERSECTION OF THE OLD HIGHWAY AND SITE
 OF0922'OF BENCH MARK.
 OF0922'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE
 OF0922'SOUTH HEADWALL OF A 3 BY 3 FOOT CONCRET BOX CULVERT, 66 FEET
 OF0922'SOUTH OF THE CENTER LINE OF STATE HIGHWAY NO. 31, 18 FEET SOUTH
 OF0922'OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE OLD HIGHWAY.
 OF0922
 OF0922                          STATION RECOVERY (1968)
 OF0922
 OF0922'RECOVERY NOTE BY US ENGINEERS 1968
 OF0922'RECOVERED IN GOOD CONDITION.
 OF0922
 OF0922                          STATION RECOVERY (1989)
 OF0922
 OF0922'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSS)
 OF0922'RECOVERED IN GOOD CONDITION.
 OF0922
 OF0922                          STATION RECOVERY (2002)
 OF0922
 OF0922'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 OF0922'RECOVERED IN GOOD CONDITION.
 OF0922
 OF0922                          STATION RECOVERY (2003)
 OF0922
 OF0922'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2003 (DD)
 OF0922'RECOVERED AS DESCRIBED.
 OF0922
 OF0922                          STATION RECOVERY (2003)
 OF0922
 OF0922'RECOVERY NOTE BY US POWER SQUADRON 2003
 OF0922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0857 ***********************************************************************
 OF0857  DESIGNATION -  E 149
 OF0857  PID         -  OF0857
 OF0857  STATE/COUNTY-  NY/WAYNE
 OF0857  USGS QUAD   -  FURNACEVILLE (1976)
 OF0857
 OF0857                         *CURRENT SURVEY CONTROL
 OF0857  ___________________________________________________________________
 OF0857* NAD 83(1986)-  43 16 34.     (N)    077 15 48.     (W)     SCALED    
 OF0857* NAVD 88     -        80.099  (meters)     262.79   (feet)  ADJUSTED  
 OF0857  ___________________________________________________________________
 OF0857  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OF0857  DYNAMIC HT  -          80.081 (meters)     262.73  (feet)  COMP
 OF0857  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 OF0857
 OF0857  VERT ORDER  -  FIRST     CLASS II
 OF0857
 OF0857.The horizontal coordinates were scaled from a topographic map and have
 OF0857.an estimated accuracy of +/- 6 seconds.
 OF0857
 OF0857.The orthometric height was determined by differential leveling
 OF0857.and adjusted by the National Geodetic Survey in June 1991..
 OF0857
 OF0857.The geoid height was determined by GEOID03.
 OF0857
 OF0857.The dynamic height is computed by dividing the NAVD 88
 OF0857.geopotential number by the normal gravity value computed on the
 OF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0857.degrees latitude (g = 980.6199 gals.).
 OF0857
 OF0857.The modeled gravity was interpolated from observed gravity values.
 OF0857
 OF0857;                    North         East    Units  Estimated Accuracy
 OF0857;SPC NY C     -   364,070.      194,800.      MT  (+/- 180 meters Scaled)
 OF0857
 OF0857                          SUPERSEDED SURVEY CONTROL
 OF0857
 OF0857  NGVD 29 (??/??/92)   80.308  (m)          263.48   (f) ADJ UNCH    1 2
 OF0857
 OF0857.Superseded values are not recommended for survey control.
 OF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0857.See file dsdata.txt to determine how the superseded data were derived.
 OF0857
 OF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN163939(NAD 83)
 OF0857_MARKER: DB = BENCH MARK DISK
 OF0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0857_SP_SET: CULVERT
 OF0857_STAMPING: E 149 1942
 OF0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0857+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 OF0857
 OF0857  HISTORY     - Date     Condition        Report By
 OF0857  HISTORY     - 1942     MONUMENTED       CGS
 OF0857  HISTORY     - 1984     GOOD             USPSQD
 OF0857  HISTORY     - 1989     GOOD             USPSQD
 OF0857  HISTORY     - 19991128 GOOD             USPSQD
 OF0857  HISTORY     - 20060506 GOOD             USPSQD
 OF0857
 OF0857                          STATION DESCRIPTION
 OF0857
 OF0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0857'3.9 MI W FROM PULTNEYVILLE.
 OF0857'3.9 MILES WEST ALONG ROAD TO PULTNEYVILLE. TO REACH FROM THE
 OF0857'INTERSECTION OF STATE HIGHWAY NO. 21 AT PULTNEYVILLE, PROCEED ON
 OF0857'WEST ON PAVED ROAD AND GO 3.9 MILES TO A LARGE CONCRETE CULVERT AT
 OF0857'THE ENTRANCE TO CAMP  OVERALLS, AND SITE OF BENCH MARK. BENCH MARK
 OF0857'IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF SOUTH HEADWALL
 OF0857'OF THE CONCRETE CULVERT, 75 FEET WEST OF THE CENTER OF THE DRIVEWAY
 OF0857'TO THE CAMP, 22 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTER
 OF0857'LINE OF THE ROAD.
 OF0857
 OF0857                          STATION RECOVERY (1984)
 OF0857
 OF0857'RECOVERY NOTE BY US POWER SQUADRON 1984
 OF0857'2 FEET BELOW CENTER OF ROAD. NO CAMP NEARBY. 70 FEET WEST OF DRIVEWAY
 OF0857'TO 2463 (NEAR FIRE HYDRANT)
 OF0857
 OF0857                          STATION RECOVERY (1989)
 OF0857
 OF0857'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEG)
 OF0857'RECOVERED IN GOOD CONDITION.
 OF0857
 OF0857                          STATION RECOVERY (1999)
 OF0857
 OF0857'RECOVERY NOTE BY US POWER SQUADRON 1999
 OF0857'RECOVERED IN GOOD CONDITION.
 OF0857
 OF0857                          STATION RECOVERY (2006)
 OF0857
 OF0857'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1212 ***********************************************************************
 OE1212  DESIGNATION -  E 15 1919
 OE1212  PID         -  OE1212
 OE1212  STATE/COUNTY-  NY/JEFFERSON
 OE1212  USGS QUAD   -  WATERTOWN (1982)
 OE1212
 OE1212                         *CURRENT SURVEY CONTROL
 OE1212  ___________________________________________________________________
 OE1212* NAD 83(1986)-  43 59 01.     (N)    075 55 18.     (W)     SCALED    
 OE1212* NAVD 88     -       120.579  (meters)     395.60   (feet)  ADJUSTED  
 OE1212  ___________________________________________________________________
 OE1212  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 OE1212  DYNAMIC HT  -         120.559 (meters)     395.53  (feet)  COMP
 OE1212  MODELED GRAV-     980,447.6   (mgal)                       NAVD 88
 OE1212
 OE1212  VERT ORDER  -  FIRST     CLASS II
 OE1212
 OE1212.The horizontal coordinates were scaled from a topographic map and have
 OE1212.an estimated accuracy of +/- 6 seconds.
 OE1212
 OE1212.The orthometric height was determined by differential leveling
 OE1212.and adjusted by the National Geodetic Survey in June 1991..
 OE1212
 OE1212.The geoid height was determined by GEOID03.
 OE1212
 OE1212.The dynamic height is computed by dividing the NAVD 88
 OE1212.geopotential number by the normal gravity value computed on the
 OE1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1212.degrees latitude (g = 980.6199 gals.).
 OE1212
 OE1212.The modeled gravity was interpolated from observed gravity values.
 OE1212
 OE1212;                    North         East    Units  Estimated Accuracy
 OE1212;SPC NY C     -   442,660.      303,080.      MT  (+/- 180 meters Scaled)
 OE1212
 OE1212                          SUPERSEDED SURVEY CONTROL
 OE1212
 OE1212.No superseded survey control is available for this station.
 OE1212
 OE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP260704(NAD 83)
 OE1212_MARKER: DB = BENCH MARK DISK
 OE1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1212_SP_SET: STEP
 OE1212_STAMPING: E 15 1919
 OE1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE1212+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 OE1212
 OE1212  HISTORY     - Date     Condition        Report By
 OE1212  HISTORY     - 1919     MONUMENTED       CGS
 OE1212  HISTORY     - 1962     GOOD             NGS
 OE1212  HISTORY     - 20050525 GOOD             GEOCAC
 OE1212
 OE1212                          STATION DESCRIPTION
 OE1212
 OE1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OE1212'IN WATERTOWN.
 OE1212'AT WATERTOWN, JEFFERSON CO., ON THE CAPE VINCENT BRANCH OF THE NEW
 OE1212'YORK CENTRAL RAILROAD, AT THE BRIDGE OVER BLACK RIVER, IN THE EAST
 OE1212'SIDE OF THE NORTH ABUTMENT, IN THE UPPER STEP OF THE BRIDGE SEAT, 10
 OE1212'INCHES SOUTH OF THE VERTICAL FACE, AND IN THE MID AREA.  A STANDARD
 OE1212'DISK, STAMPED E 15 1919.
 OE1212
 OE1212                          STATION RECOVERY (2005)
 OE1212
 OE1212'RECOVERY NOTE BY GEOCACHING 2005 (FDL)
 OE1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0747 ***********************************************************************
 OF0747  DESIGNATION -  E 150
 OF0747  PID         -  OF0747
 OF0747  STATE/COUNTY-  NY/WAYNE
 OF0747  USGS QUAD   -  ROSE (1978)
 OF0747
 OF0747                         *CURRENT SURVEY CONTROL
 OF0747  ___________________________________________________________________
 OF0747* NAD 83(1986)-  43 10 16.     (N)    076 52 56.     (W)     SCALED    
 OF0747* NAVD 88     -       124.139  (meters)     407.28   (feet)  ADJUSTED  
 OF0747  ___________________________________________________________________
 OF0747  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OF0747  DYNAMIC HT  -         124.110 (meters)     407.18  (feet)  COMP
 OF0747  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 OF0747
 OF0747  VERT ORDER  -  SECOND    CLASS 0
 OF0747
 OF0747.The horizontal coordinates were scaled from a topographic map and have
 OF0747.an estimated accuracy of +/- 6 seconds.
 OF0747
 OF0747.The orthometric height was determined by differential leveling
 OF0747.and adjusted by the National Geodetic Survey in June 1991..
 OF0747
 OF0747.The geoid height was determined by GEOID03.
 OF0747
 OF0747.The dynamic height is computed by dividing the NAVD 88
 OF0747.geopotential number by the normal gravity value computed on the
 OF0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0747.degrees latitude (g = 980.6199 gals.).
 OF0747
 OF0747.The modeled gravity was interpolated from observed gravity values.
 OF0747
 OF0747;                    North         East    Units  Estimated Accuracy
 OF0747;SPC NY C     -   352,220.      225,700.      MT  (+/- 180 meters Scaled)
 OF0747
 OF0747                          SUPERSEDED SURVEY CONTROL
 OF0747
 OF0747  NGVD 29 (??/??/92)  124.346  (m)          407.96   (f) ADJ UNCH    2 0
 OF0747
 OF0747.Superseded values are not recommended for survey control.
 OF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0747.See file dsdata.txt to determine how the superseded data were derived.
 OF0747
 OF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN470815(NAD 83)
 OF0747_MARKER: DB = BENCH MARK DISK
 OF0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0747_SP_SET: CULVERT
 OF0747_STAMPING: E 150 1942
 OF0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0747
 OF0747  HISTORY     - Date     Condition        Report By
 OF0747  HISTORY     - 1942     MONUMENTED       CGS
 OF0747  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 OF0747
 OF0747                          STATION DESCRIPTION
 OF0747
 OF0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0747'1.1 MI S FROM NORTH ROSE.
 OF0747'TO REACH FROM POST OFFICE AT NORTH ROSE. PROCEED ABOUT 1.1 MILES
 OF0747'ALONG STATE HIGHWAY NUMBER 89, TO AN OLD UNPAINTED FARM HOUSE ON EAST
 OF0747'SIDE OF ROAD AND SITE OF BENCH MARK. BENCH MARK IS ABOUT 88.0 FEET
 OF0747'SOUTH WEST OF SOUTH WEST CORNER OF A FARM HOUSE. ABOUT 12.0 FEET WEST
 OF0747'OF AND LEVEL WITH CENTER LINE OF PAVEMENT. SET IN THE WEST END OF A
 OF0747'4.0 FOOT CONCRETE CULVERT.
 OF0747
 OF0747                          STATION RECOVERY (2006)
 OF0747
 OF0747'RECOVERY NOTE BY US POWER SQUADRON 2006
 OF0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1534 ***********************************************************************
 NB1534  DESIGNATION -  E 151
 NB1534  PID         -  NB1534
 NB1534  STATE/COUNTY-  NY/SENECA
 NB1534  USGS QUAD   -  SENECA FALLS (1978)
 NB1534
 NB1534                         *CURRENT SURVEY CONTROL
 NB1534  ___________________________________________________________________
 NB1534* NAD 83(1986)-  42 59 48.     (N)    076 52 17.     (W)     SCALED    
 NB1534* NAVD 88     -       153.548  (meters)     503.77   (feet)  ADJUSTED  
 NB1534  ___________________________________________________________________
 NB1534  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NB1534  DYNAMIC HT  -         153.509 (meters)     503.64  (feet)  COMP
 NB1534  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 NB1534
 NB1534  VERT ORDER  -  SECOND    CLASS 0
 NB1534
 NB1534.The horizontal coordinates were scaled from a topographic map and have
 NB1534.an estimated accuracy of +/- 6 seconds.
 NB1534
 NB1534.The orthometric height was determined by differential leveling
 NB1534.and adjusted by the National Geodetic Survey in June 1991..
 NB1534
 NB1534.The geoid height was determined by GEOID03.
 NB1534
 NB1534.The dynamic height is computed by dividing the NAVD 88
 NB1534.geopotential number by the normal gravity value computed on the
 NB1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1534.degrees latitude (g = 980.6199 gals.).
 NB1534
 NB1534.The modeled gravity was interpolated from observed gravity values.
 NB1534
 NB1534;                    North         East    Units  Estimated Accuracy
 NB1534;SPC NY C     -   332,840.      226,510.      MT  (+/- 180 meters Scaled)
 NB1534
 NB1534                          SUPERSEDED SURVEY CONTROL
 NB1534
 NB1534  NGVD 29 (??/??/92)  153.720  (m)          504.33   (f) ADJ UNCH    2 0
 NB1534
 NB1534.Superseded values are not recommended for survey control.
 NB1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1534.See file dsdata.txt to determine how the superseded data were derived.
 NB1534
 NB1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN474621(NAD 83)
 NB1534_MARKER: DB = BENCH MARK DISK
 NB1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1534_STAMPING: E 151 1942
 NB1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1534+STABILITY: SURFACE MOTION
 NB1534
 NB1534  HISTORY     - Date     Condition        Report By
 NB1534  HISTORY     - 1942     MONUMENTED       CGS
 NB1534  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB1534  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB1534
 NB1534                          STATION DESCRIPTION
 NB1534
 NB1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1534'6.9 MI N FROM WATERLOO.
 NB1534'TO REACH FROM WATERLOO POST OFFICE, GO ABOUT 0.3 MILES EASTERLY TO
 NB1534'INTERSECTION OF ROAD TO CLYDE (SWIFT ST.) THENCE GO ABOUT 0.8 MILES
 NB1534'NORTH EASTERLY TO OIL ROAD. THENCE GO ABOUT 2.5 MILES NORTHERLY TO A
 NB1534'LARGE BARN AND HOUSE ON WEST SIDE OF ROAD AND SITE OF BENCH MARK.
 NB1534'BENCH MARK IS ABOUT 180.0 FEET SOUTH EAST OF SOUTH EAST CORNER OF
 NB1534'BARN, ABOUT 42.0 FEET SOUTH OF CENTER LINE OF ENTRANCE TO FIELD.
 NB1534'ABOUT 21.0 FEET EAST OF AND LEVEL WITH CENTER LINE OF OIL ROAD, ABOUT
 NB1534'6.0 FEET NORTH OF FENCE CORNER. AND ABOUT 3.0 FEET SOUTH OF WHITE
 NB1534'WOODEN MARKER POST. A MONUMENT PROJECTING 0.5 OF FOOT ABOVE GROUND.
 NB1534
 NB1534                          STATION RECOVERY (1985)
 NB1534
 NB1534'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB1534'MARK NOT FOUND.
 NB1534
 NB1534                          STATION RECOVERY (1995)
 NB1534
 NB1534'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0815 ***********************************************************************
 OF0815  DESIGNATION -  E 152
 OF0815  PID         -  OF0815
 OF0815  STATE/COUNTY-  NY/WAYNE
 OF0815  USGS QUAD   -  ONTARIO (1978)
 OF0815
 OF0815                         *CURRENT SURVEY CONTROL
 OF0815  ___________________________________________________________________
 OF0815* NAD 83(1986)-  43 13 44.     (N)    077 17 48.     (W)     SCALED    
 OF0815* NAVD 88     -       128.310  (meters)     420.96   (feet)  ADJUSTED  
 OF0815  ___________________________________________________________________
 OF0815  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OF0815  DYNAMIC HT  -         128.280 (meters)     420.87  (feet)  COMP
 OF0815  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 OF0815
 OF0815  VERT ORDER  -  SECOND    CLASS 0
 OF0815
 OF0815.The horizontal coordinates were scaled from a topographic map and have
 OF0815.an estimated accuracy of +/- 6 seconds.
 OF0815
 OF0815.The orthometric height was determined by differential leveling
 OF0815.and adjusted by the National Geodetic Survey in June 1991..
 OF0815
 OF0815.The geoid height was determined by GEOID03.
 OF0815
 OF0815.The dynamic height is computed by dividing the NAVD 88
 OF0815.geopotential number by the normal gravity value computed on the
 OF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0815.degrees latitude (g = 980.6199 gals.).
 OF0815
 OF0815.The modeled gravity was interpolated from observed gravity values.
 OF0815
 OF0815;                    North         East    Units  Estimated Accuracy
 OF0815;SPC NY C     -   358,840.      192,050.      MT  (+/- 180 meters Scaled)
 OF0815
 OF0815                          SUPERSEDED SURVEY CONTROL
 OF0815
 OF0815  NGVD 29 (??/??/92)  128.512  (m)          421.63   (f) ADJ UNCH    2 0
 OF0815
 OF0815.Superseded values are not recommended for survey control.
 OF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0815.See file dsdata.txt to determine how the superseded data were derived.
 OF0815
 OF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN134887(NAD 83)
 OF0815_MARKER: DB = BENCH MARK DISK
 OF0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0815_SP_SET: BRIDGE
 OF0815_STAMPING: E 152 1942
 OF0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OF0815+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 OF0815
 OF0815  HISTORY     - Date     Condition        Report By
 OF0815  HISTORY     - 1942     MONUMENTED       CGS
 OF0815  HISTORY     - 1967     GOOD             LOCENG
 OF0815  HISTORY     - 20010331 GOOD             NGS
 OF0815  HISTORY     - 20060506 GOOD             USPSQD
 OF0815
 OF0815                          STATION DESCRIPTION
 OF0815
 OF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0815'0.6 MI W FROM ONTARIO.
 OF0815'0.6 MILE WEST ALONG THE NEW YORK CENTRAL R.R. FROM STATION.
 OF0815'BENCH MARK IS AT RAILROAD BRIDGE NO. 0-171, ABOUT 0.1 MILE EAST
 OF0815'OF MILE POST NO. 77, 13.7 FEET NORTH OF AND ABOUT 3.0 FEET BELOW
 OF0815'THE CENTER LINE OF THE RAILROAD, 4 FEET WEST OF THE NORTH HEADWALL
 OF0815'AND IN TOP OF THE NORTHWEST WINGWALL OF THE CONCRETE BRIDGE.
 OF0815
 OF0815                          STATION RECOVERY (1967)
 OF0815
 OF0815'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 OF0815'RECOVERED IN GOOD CONDITION.
 OF0815
 OF0815                          STATION RECOVERY (2001)
 OF0815
 OF0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0815'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OF0815
 OF0815                          STATION RECOVERY (2006)
 OF0815
 OF0815'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJE)
 OF0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0700 ***********************************************************************
 OF0700  DESIGNATION -  E 153 RESET 1969
 OF0700  PID         -  OF0700
 OF0700  STATE/COUNTY-  NY/WAYNE
 OF0700  USGS QUAD   -  WOLCOTT (1978)
 OF0700
 OF0700                         *CURRENT SURVEY CONTROL
 OF0700  ___________________________________________________________________
 OF0700* NAD 83(1986)-  43 07 51.     (N)    076 45 56.     (W)     SCALED    
 OF0700* NAVD 88     -       124.03   (+/-2cm)     406.9    (feet)  VERTCON   
 OF0700  ___________________________________________________________________
 OF0700  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OF0700
 OF0700  VERT ORDER  -  THIRD (See Below)
 OF0700
 OF0700.The horizontal coordinates were scaled from a topographic map and have
 OF0700.an estimated accuracy of +/- 6 seconds.
 OF0700
 OF0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0700.The vertical order pertains to the NGVD 29 superseded value.
 OF0700
 OF0700.The geoid height was determined by GEOID03.
 OF0700
 OF0700;                    North         East    Units  Estimated Accuracy
 OF0700;SPC NY C     -   347,720.      235,170.      MT  (+/- 180 meters Scaled)
 OF0700
 OF0700                          SUPERSEDED SURVEY CONTROL
 OF0700
 OF0700  NGVD 29 (09/01/04)  124.22   (m)          407.5    (f) RESET       3  
 OF0700
 OF0700.Superseded values are not recommended for survey control.
 OF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0700.See file dsdata.txt to determine how the superseded data were derived.
 OF0700
 OF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN563768(NAD 83)
 OF0700_MARKER: DB = BENCH MARK DISK
 OF0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0700_SP_SET: BUILDING
 OF0700_STAMPING: E 153 RESET 1969
 OF0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0700
 OF0700  HISTORY     - Date     Condition        Report By
 OF0700  HISTORY     - 1969     MONUMENTED       NYDT
 OF0700  HISTORY     - 1970     GOOD             NGS
 OF0700
 OF0700                          STATION DESCRIPTION
 OF0700
 OF0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OF0700'AT SOUTH BUTLER.
 OF0700'AT SOUTH BUTLER, AT THE INTERSECTION OF STATE HIGHWAY 414 AND SPRING
 OF0700'LAKE ROAD, IN THE SOUTHWEST ANGLE OF THE INTERSECTION, SET IN THE
 OF0700'EAST WALL AT THE NORTH CORNER OF THE FIRE HOUSE AND ABOUT 3 FEET
 OF0700'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0770 ***********************************************************************
 OF0770  DESIGNATION -  E 154
 OF0770  PID         -  OF0770
 OF0770  STATE/COUNTY-  NY/WAYNE
 OF0770  USGS QUAD   -  LYONS (1978)
 OF0770
 OF0770                         *CURRENT SURVEY CONTROL
 OF0770  ___________________________________________________________________
 OF0770* NAD 83(1986)-  43 05 16.     (N)    076 54 50.     (W)     SCALED    
 OF0770* NAVD 88     -       120.382  (meters)     394.95   (feet)  ADJUSTED  
 OF0770  ___________________________________________________________________
 OF0770  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OF0770  DYNAMIC HT  -         120.353 (meters)     394.86  (feet)  COMP
 OF0770  MODELED GRAV-     980,377.6   (mgal)                       NAVD 88
 OF0770
 OF0770  VERT ORDER  -  SECOND    CLASS 0
 OF0770
 OF0770.The horizontal coordinates were scaled from a topographic map and have
 OF0770.an estimated accuracy of +/- 6 seconds.
 OF0770
 OF0770.The orthometric height was determined by differential leveling
 OF0770.and adjusted by the National Geodetic Survey in June 1991..
 OF0770
 OF0770.The geoid height was determined by GEOID03.
 OF0770
 OF0770.The dynamic height is computed by dividing the NAVD 88
 OF0770.geopotential number by the normal gravity value computed on the
 OF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0770.degrees latitude (g = 980.6199 gals.).
 OF0770
 OF0770.The modeled gravity was interpolated from observed gravity values.
 OF0770
 OF0770;                    North         East    Units  Estimated Accuracy
 OF0770;SPC NY C     -   342,970.      223,090.      MT  (+/- 180 meters Scaled)
 OF0770
 OF0770                          SUPERSEDED SURVEY CONTROL
 OF0770
 OF0770  NGVD 29 (??/??/92)  120.574  (m)          395.58   (f) ADJ UNCH    2 0
 OF0770
 OF0770.Superseded values are not recommended for survey control.
 OF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0770.See file dsdata.txt to determine how the superseded data were derived.
 OF0770
 OF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN442723(NAD 83)
 OF0770_MARKER: DB = BENCH MARK DISK
 OF0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0770_SP_SET: CULVERT
 OF0770_STAMPING: E 154 1942
 OF0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0770
 OF0770  HISTORY     - Date     Condition        Report By
 OF0770  HISTORY     - 1942     MONUMENTED       CGS
 OF0770  HISTORY     - 1969     GOOD             KONSKI
 OF0770
 OF0770                          STATION DESCRIPTION
 OF0770
 OF0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0770'2.2 MI W FROM CLYDE.
 OF0770'TO REACH FROM POST OFFICE AT CLYDE GO ABOUT 2.3 MILES WESTERLY ALONG
 OF0770'STATE HIGH WAY NUMBER 31. TO A LONE OAK TREE ON NORTH SIDE OF ROAD
 OF0770'ALSO A 8.0 FOOT CULVERT AND SITE OF BENCH MARK. BENCH MARK IS IN EAST
 OF0770'END OF NORTH HEAD WALL OF AN 8.0 FOOT CONCRETE CULVERT. ABOUT 33.0
 OF0770'FEET NORTH OF AND 4.0 FEET BELOW CENTER LINE OF PAVEMENT. ABOUT 24.0
 OF0770'FEET SOUTH WEST OF OAK TREE. SET HORIZONTAL AND FLUSH.
 OF0770
 OF0770                          STATION RECOVERY (1969)
 OF0770
 OF0770'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1382 ***********************************************************************
 NB1382  DESIGNATION -  E 156
 NB1382  PID         -  NB1382
 NB1382  STATE/COUNTY-  NY/LIVINGSTON
 NB1382  USGS QUAD   -  HONEOYE FALLS (1976)
 NB1382
 NB1382                         *CURRENT SURVEY CONTROL
 NB1382  ___________________________________________________________________
 NB1382* NAD 83(1986)-  42 52 51.     (N)    077 36 42.     (W)     SCALED    
 NB1382* NAVD 88     -       285.083  (meters)     935.31   (feet)  ADJUSTED  
 NB1382  ___________________________________________________________________
 NB1382  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NB1382  DYNAMIC HT  -         285.000 (meters)     935.04  (feet)  COMP
 NB1382  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 NB1382
 NB1382  VERT ORDER  -  SECOND    CLASS 0
 NB1382
 NB1382.The horizontal coordinates were scaled from a topographic map and have
 NB1382.an estimated accuracy of +/- 6 seconds.
 NB1382
 NB1382.The orthometric height was determined by differential leveling
 NB1382.and adjusted by the National Geodetic Survey in June 1991..
 NB1382
 NB1382.The geoid height was determined by GEOID03.
 NB1382
 NB1382.The dynamic height is computed by dividing the NAVD 88
 NB1382.geopotential number by the normal gravity value computed on the
 NB1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1382.degrees latitude (g = 980.6199 gals.).
 NB1382
 NB1382.The modeled gravity was interpolated from observed gravity values.
 NB1382
 NB1382;                    North         East    Units  Estimated Accuracy
 NB1382;SPC NY W     -   320,390.      429,380.      MT  (+/- 180 meters Scaled)
 NB1382
 NB1382                          SUPERSEDED SURVEY CONTROL
 NB1382
 NB1382  NGVD 29 (??/??/92)  285.235  (m)          935.81   (f) ADJ UNCH    2 0
 NB1382
 NB1382.Superseded values are not recommended for survey control.
 NB1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1382.See file dsdata.txt to determine how the superseded data were derived.
 NB1382
 NB1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN867508(NAD 83)
 NB1382_MARKER: DB = BENCH MARK DISK
 NB1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1382_SP_SET: CULVERT
 NB1382_STAMPING: E 156-1942
 NB1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1382
 NB1382  HISTORY     - Date     Condition        Report By
 NB1382  HISTORY     - 1942     MONUMENTED       CGS
 NB1382  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NB1382
 NB1382                          STATION DESCRIPTION
 NB1382
 NB1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1382'1.8 MI S FROM LIMA.
 NB1382'TO REACH FROM THE POST OFFICE IN LIMA--GO 1.8 MILES SOUTH ON HWY.
 NB1382'NO. 15A, TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 0.1 MILE NORTH
 NB1382'OF A FARM HOUSE, ABOUT 126.0 FEET SOUTH OF A CULTIVATED FIELD AND
 NB1382'FENCE CORNER, 63.0 FEET SOUTH OF A TELEPHONE POLE, 28.0 FEET WEST
 NB1382'OF AND ABOUT 5.0 FEET BELOW CENTER LINE OF ROAD, IN THE SOUTH END
 NB1382'OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 NB1382
 NB1382                          STATION RECOVERY (1990)
 NB1382
 NB1382'RECOVERY NOTE BY US POWER SQUADRON 1990 (EFR)
 NB1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0148 ***********************************************************************
 NB0148  DESIGNATION -  E 158
 NB0148  PID         -  NB0148
 NB0148  STATE/COUNTY-  NY/CORTLAND
 NB0148  USGS QUAD   -  HOMER (1978)
 NB0148
 NB0148                         *CURRENT SURVEY CONTROL
 NB0148  ___________________________________________________________________
 NB0148* NAD 83(1986)-  42 38 18.     (N)    076 12 45.     (W)     SCALED    
 NB0148* NAVD 88     -       449.724  (meters)    1475.47   (feet)  ADJUSTED  
 NB0148  ___________________________________________________________________
 NB0148  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NB0148  DYNAMIC HT  -         449.574 (meters)    1474.98  (feet)  COMP
 NB0148  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 NB0148
 NB0148  VERT ORDER  -  SECOND    CLASS 0
 NB0148
 NB0148.The horizontal coordinates were scaled from a topographic map and have
 NB0148.an estimated accuracy of +/- 6 seconds.
 NB0148
 NB0148.The orthometric height was determined by differential leveling
 NB0148.and adjusted by the National Geodetic Survey in June 1991..
 NB0148
 NB0148.The geoid height was determined by GEOID03.
 NB0148
 NB0148.The dynamic height is computed by dividing the NAVD 88
 NB0148.geopotential number by the normal gravity value computed on the
 NB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0148.degrees latitude (g = 980.6199 gals.).
 NB0148
 NB0148.The modeled gravity was interpolated from observed gravity values.
 NB0148
 NB0148;                    North         East    Units  Estimated Accuracy
 NB0148;SPC NY C     -   293,060.      280,410.      MT  (+/- 180 meters Scaled)
 NB0148
 NB0148                          SUPERSEDED SURVEY CONTROL
 NB0148
 NB0148  NGVD 29 (??/??/92)  449.860  (m)         1475.92   (f) ADJ UNCH    2 0
 NB0148
 NB0148.Superseded values are not recommended for survey control.
 NB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0148.See file dsdata.txt to determine how the superseded data were derived.
 NB0148
 NB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN005213(NAD 83)
 NB0148_MARKER: DB = BENCH MARK DISK
 NB0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0148_SP_SET: CULVERT
 NB0148_STAMPING: E 158 1942
 NB0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB0148+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 NB0148
 NB0148  HISTORY     - Date     Condition        Report By
 NB0148  HISTORY     - 1942     MONUMENTED       CGS
 NB0148  HISTORY     - 19910110 GOOD             USPSQD
 NB0148  HISTORY     - 20060322 GOOD             INDIV
 NB0148
 NB0148                          STATION DESCRIPTION
 NB0148
 NB0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0148'1.9 MI W FROM HOMER.
 NB0148'TO REACH FROM THE POST OFFICE IN HOMER-- PROCEED 1.9 MILES WEST ON
 NB0148'STATE HIGHWAY NO. 90 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT 155.0
 NB0148'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO HOUSE, 73.3 FEET
 NB0148'EAST OF THE NORTHEAST CORNER OF A RED BARN, AND 5.7 FEET NORTH OF A
 NB0148'PASTURE FENCE. IT IS 18.0 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE
 NB0148'CENTER LINE OF HIGHWAY, SET HORIZONTALLY 1.6 FEET EAST OF THE WEST
 NB0148'END OF THE SOUTH HEAD WALL OF A CONCRETE CULVERT. A STANDARD DISK,
 NB0148'STAMPED E 158 1942.
 NB0148
 NB0148                          STATION RECOVERY (1991)
 NB0148
 NB0148'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0148'RECOVERED IN GOOD CONDITION.
 NB0148
 NB0148                          STATION RECOVERY (2006)
 NB0148
 NB0148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NB0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0632 ***********************************************************************
 NB0632  DESIGNATION -  E 159
 NB0632  PID         -  NB0632
 NB0632  STATE/COUNTY-  NY/CAYUGA
 NB0632  USGS QUAD   -  SHELDRAKE (1971)
 NB0632
 NB0632                         *CURRENT SURVEY CONTROL
 NB0632  ___________________________________________________________________
 NB0632* NAD 83(1986)-  42 39 48.     (N)    076 38 49.     (W)     SCALED    
 NB0632* NAVD 88     -       243.221  (meters)     797.97   (feet)  ADJUSTED  
 NB0632  ___________________________________________________________________
 NB0632  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NB0632  DYNAMIC HT  -         243.151 (meters)     797.74  (feet)  COMP
 NB0632  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 NB0632
 NB0632  VERT ORDER  -  FIRST     CLASS II
 NB0632
 NB0632.The horizontal coordinates were scaled from a topographic map and have
 NB0632.an estimated accuracy of +/- 6 seconds.
 NB0632
 NB0632.The orthometric height was determined by differential leveling
 NB0632.and adjusted by the National Geodetic Survey in June 1991..
 NB0632
 NB0632.The geoid height was determined by GEOID03.
 NB0632
 NB0632.The dynamic height is computed by dividing the NAVD 88
 NB0632.geopotential number by the normal gravity value computed on the
 NB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0632.degrees latitude (g = 980.6199 gals.).
 NB0632
 NB0632.The modeled gravity was interpolated from observed gravity values.
 NB0632
 NB0632;                    North         East    Units  Estimated Accuracy
 NB0632;SPC NY C     -   295,770.      244,790.      MT  (+/- 180 meters Scaled)
 NB0632
 NB0632                          SUPERSEDED SURVEY CONTROL
 NB0632
 NB0632  NGVD 29 (??/??/92)  243.374  (m)          798.47   (f) ADJ UNCH    1 2
 NB0632
 NB0632.Superseded values are not recommended for survey control.
 NB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0632.See file dsdata.txt to determine how the superseded data were derived.
 NB0632
 NB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN650247(NAD 83)
 NB0632_MARKER: DB = BENCH MARK DISK
 NB0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0632_STAMPING: E 159 1942
 NB0632_MARK LOGO: CGS   
 NB0632_PROJECTION: PROJECTING 30 CENTIMETERS
 NB0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0632+STABILITY: SURFACE MOTION
 NB0632
 NB0632  HISTORY     - Date     Condition        Report By
 NB0632  HISTORY     - 1942     MONUMENTED       CGS
 NB0632  HISTORY     - 1982     GOOD             NGS
 NB0632  HISTORY     - 1985     GOOD             USPSQD
 NB0632  HISTORY     - 1986     GOOD             USPSQD
 NB0632  HISTORY     - 1990     GOOD             USPSQD
 NB0632  HISTORY     - 20060917 GOOD             GEOCAC
 NB0632
 NB0632                          STATION DESCRIPTION
 NB0632
 NB0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0632'1.6 MI W FROM KING FERRY.
 NB0632'TO REACH FROM THE POST OFFICE IN KING FERRY--PROCEED 1.0 MILE WEST
 NB0632'TO A Y ROAD INTERSECTION, THENCE CONTINUE ON 0.6 MILE WEST ON AN
 NB0632'IMPROVED COUNTY ROAD TO SITE OF BENCH MARK. BENCH MARK IS ON THE
 NB0632'SOUTH SIDE OF A CULTIVATED FIELD, ABOUT 165.0 FEET WEST OF A FENCE
 NB0632'CORNER, AND 24.0 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTER
 NB0632'LINE OF ROAD. IT IS 2.4 FEET NORTH OF TELEPHONE POLE NO. 28 S AND
 NB0632'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 NB0632'0.5 FOOT. A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NB0632
 NB0632                          STATION RECOVERY (1982)
 NB0632
 NB0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0632'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0632'6.7 KM (4.15 MI) NORTHWEST ALONG LAKE ROAD FROM THE JUNCTION
 NB0632'OF STATE HIGHWAY 34B IN LAKE RIDGE, THENCE 0.55 KM (0.35 MI)
 NB0632'SOUTHWEST ALONG CLEARVIEW ROAD TO THE MARK ON THE RIGHT, ON THE
 NB0632'NORTH SIDE OF A POWER LINE BRACE POLE NUMBER 285 WITH ONE GUY
 NB0632'WIRE, 7.31 METERS (24.0 FT) NORTH OF THE CENTER OF CLEARVIEW
 NB0632'ROAD, 1.22 METERS (4.0 FT) NORTH OF THE POWER LINE BRACE POLE.
 NB0632'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 NB0632'THE MARK IS 0.15 M ABOVE CLEARVIEW ROAD.
 NB0632
 NB0632                          STATION RECOVERY (1985)
 NB0632
 NB0632'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0632'THE FENCE CORNER AND THE WOODEN MARKER POST NO LONGER EXIST. MARK IS
 NB0632'PROJECTS 10 INCHES FROM THE GROUND. IT IS LOCATED 1 FOOT EAST OF A
 NB0632'NOAA ORANGE WITNESS POST.
 NB0632
 NB0632                          STATION RECOVERY (1986)
 NB0632
 NB0632'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0632'RECOVERED IN GOOD CONDITION.
 NB0632
 NB0632                          STATION RECOVERY (1990)
 NB0632
 NB0632'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0632'RECOVERED IN GOOD CONDITION.
 NB0632
 NB0632                          STATION RECOVERY (2006)
 NB0632
 NB0632'RECOVERY NOTE BY GEOCACHING 2006 (RGS)
 NB0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0050 ***********************************************************************
 PJ0050  DESIGNATION -  E 16
 PJ0050  PID         -  PJ0050
 PJ0050  STATE/COUNTY-  NY/JEFFERSON
 PJ0050  USGS QUAD   -  DEXTER (1982)
 PJ0050
 PJ0050                         *CURRENT SURVEY CONTROL
 PJ0050  ___________________________________________________________________
 PJ0050* NAD 83(1986)-  44 02 45.     (N)    076 04 52.     (W)     SCALED    
 PJ0050* NAVD 88     -        95.776  (meters)     314.23   (feet)  ADJUSTED  
 PJ0050  ___________________________________________________________________
 PJ0050  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PJ0050  DYNAMIC HT  -          95.761 (meters)     314.18  (feet)  COMP
 PJ0050  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PJ0050
 PJ0050  VERT ORDER  -  FIRST     CLASS II
 PJ0050
 PJ0050.The horizontal coordinates were scaled from a topographic map and have
 PJ0050.an estimated accuracy of +/- 6 seconds.
 PJ0050
 PJ0050.The orthometric height was determined by differential leveling
 PJ0050.and adjusted by the National Geodetic Survey in June 1991..
 PJ0050
 PJ0050.The geoid height was determined by GEOID03.
 PJ0050
 PJ0050.The dynamic height is computed by dividing the NAVD 88
 PJ0050.geopotential number by the normal gravity value computed on the
 PJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0050.degrees latitude (g = 980.6199 gals.).
 PJ0050
 PJ0050.The modeled gravity was interpolated from observed gravity values.
 PJ0050
 PJ0050;                    North         East    Units  Estimated Accuracy
 PJ0050;SPC NY C     -   449,480.      290,250.      MT  (+/- 180 meters Scaled)
 PJ0050
 PJ0050                          SUPERSEDED SURVEY CONTROL
 PJ0050
 PJ0050  NGVD 29 (??/??/92)   95.915  (m)          314.68   (f) ADJ UNCH    1 2
 PJ0050
 PJ0050.Superseded values are not recommended for survey control.
 PJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0050.See file dsdata.txt to determine how the superseded data were derived.
 PJ0050
 PJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP133775(NAD 83)
 PJ0050_MARKER: Q = CHISELED SQUARE
 PJ0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0050_SP_SET: CULVERT
 PJ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0050
 PJ0050  HISTORY     - Date     Condition        Report By
 PJ0050  HISTORY     - UNK      MONUMENTED       NYCRR
 PJ0050  HISTORY     - 1943     GOOD             NGS
 PJ0050  HISTORY     - 19990729 MARK NOT FOUND   USPSQD
 PJ0050
 PJ0050                          STATION DESCRIPTION
 PJ0050
 PJ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PJ0050'2.2 MI NW FROM LIMERICK.
 PJ0050'E 16 ABOUT 2.2 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 PJ0050'FROM THE STATION AT LIMERICK, JEFFERSON COUNTY, ABOUT 60 FEET
 PJ0050'SOUTHEAST OF A ROAD CROSSING, AND ON THE SOUTHEAST CORNER OF CULVERT
 PJ0050'V 12. A CHISELED SQUARE.
 PJ0050
 PJ0050                          STATION RECOVERY (1999)
 PJ0050
 PJ0050'RECOVERY NOTE BY US POWER SQUADRON 1999
 PJ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0883 ***********************************************************************
 NB0883  DESIGNATION -  E 160
 NB0883  PID         -  NB0883
 NB0883  STATE/COUNTY-  NY/ONTARIO
 NB0883  USGS QUAD   -  BRISTOL CENTER (1976)
 NB0883
 NB0883                         *CURRENT SURVEY CONTROL
 NB0883  ___________________________________________________________________
 NB0883* NAD 83(1986)-  42 50 16.     (N)    077 24 05.     (W)     SCALED    
 NB0883* NAVD 88     -       270.212  (meters)     886.52   (feet)  ADJUSTED  
 NB0883  ___________________________________________________________________
 NB0883  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 NB0883  DYNAMIC HT  -         270.128 (meters)     886.24  (feet)  COMP
 NB0883  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 NB0883
 NB0883  VERT ORDER  -  SECOND    CLASS 0
 NB0883
 NB0883.The horizontal coordinates were scaled from a topographic map and have
 NB0883.an estimated accuracy of +/- 6 seconds.
 NB0883
 NB0883.The orthometric height was determined by differential leveling
 NB0883.and adjusted by the National Geodetic Survey in June 1991..
 NB0883
 NB0883.The geoid height was determined by GEOID03.
 NB0883
 NB0883.The dynamic height is computed by dividing the NAVD 88
 NB0883.geopotential number by the normal gravity value computed on the
 NB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0883.degrees latitude (g = 980.6199 gals.).
 NB0883
 NB0883.The modeled gravity was interpolated from observed gravity values.
 NB0883
 NB0883;                    North         East    Units  Estimated Accuracy
 NB0883;SPC NY C     -   315,470.      183,120.      MT  (+/- 180 meters Scaled)
 NB0883
 NB0883                          SUPERSEDED SURVEY CONTROL
 NB0883
 NB0883  NGVD 29 (??/??/92)  270.353  (m)          886.98   (f) ADJ UNCH    2 0
 NB0883
 NB0883.Superseded values are not recommended for survey control.
 NB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0883.See file dsdata.txt to determine how the superseded data were derived.
 NB0883
 NB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN037455(NAD 83)
 NB0883_MARKER: DB = BENCH MARK DISK
 NB0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0883_SP_SET: CULVERT
 NB0883_STAMPING: E 160 1942
 NB0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0883
 NB0883  HISTORY     - Date     Condition        Report By
 NB0883  HISTORY     - 1942     MONUMENTED       CGS
 NB0883  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NB0883  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB0883
 NB0883                          STATION DESCRIPTION
 NB0883
 NB0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0883'1.9 MI N FROM BRISTOL CENTER.
 NB0883'TO REACH FROM THE METHODIST CHURCH AT BRISTOL CENTER. PROCEED
 NB0883'NORTHERLY ALONG STATE HIGHWAY NO. 64, 1.9 MILES TO THE SITE OF THE
 NB0883'BENCH MARK. BENCH MARK IS IN SOUTH END OF WEST HEADWALL OF CONCRETE
 NB0883'ROAD CULVERT AND ABOUT 0.4 MILE NORTH OF JUNCTION OF N.Y. STATE
 NB0883'HIGHWAY NO. 64 AND U.S. HIGHWAY NO. 20 A. IT IS ABOUT 1. FOOT
 NB0883'ABOVE THE CENTER LINE OF PAVEMENT.
 NB0883
 NB0883                          STATION RECOVERY (1986)
 NB0883
 NB0883'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHS)
 NB0883'MARK NOT FOUND.
 NB0883
 NB0883                          STATION RECOVERY (1988)
 NB0883
 NB0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1392 ***********************************************************************
 NB1392  DESIGNATION -  E 161
 NB1392  PID         -  NB1392
 NB1392  STATE/COUNTY-  NY/LIVINGSTON
 NB1392  USGS QUAD   -  GENESEO (1978)
 NB1392
 NB1392                         *CURRENT SURVEY CONTROL
 NB1392  ___________________________________________________________________
 NB1392* NAD 83(1986)-  42 48 35.     (N)    077 46 03.     (W)     SCALED    
 NB1392* NAVD 88     -       297.365  (meters)     975.61   (feet)  ADJUSTED  
 NB1392  ___________________________________________________________________
 NB1392  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NB1392  DYNAMIC HT  -         297.281 (meters)     975.33  (feet)  COMP
 NB1392  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 NB1392
 NB1392  VERT ORDER  -  SECOND    CLASS 0
 NB1392
 NB1392.The horizontal coordinates were scaled from a topographic map and have
 NB1392.an estimated accuracy of +/- 6 seconds.
 NB1392
 NB1392.The orthometric height was determined by differential leveling
 NB1392.and adjusted by the National Geodetic Survey in June 1991..
 NB1392
 NB1392.The geoid height was determined by GEOID03.
 NB1392
 NB1392.The dynamic height is computed by dividing the NAVD 88
 NB1392.geopotential number by the normal gravity value computed on the
 NB1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1392.degrees latitude (g = 980.6199 gals.).
 NB1392
 NB1392.The modeled gravity was interpolated from observed gravity values.
 NB1392
 NB1392;                    North         East    Units  Estimated Accuracy
 NB1392;SPC NY W     -   312,360.      416,730.      MT  (+/- 180 meters Scaled)
 NB1392
 NB1392                          SUPERSEDED SURVEY CONTROL
 NB1392
 NB1392  NGVD 29 (??/??/92)  297.525  (m)          976.13   (f) ADJ UNCH    2 0
 NB1392
 NB1392.Superseded values are not recommended for survey control.
 NB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1392.See file dsdata.txt to determine how the superseded data were derived.
 NB1392
 NB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN737434(NAD 83)
 NB1392_MARKER: DB = BENCH MARK DISK
 NB1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1392_SP_SET: CULVERT
 NB1392_STAMPING: E 161 1942
 NB1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1392
 NB1392  HISTORY     - Date     Condition        Report By
 NB1392  HISTORY     - 1942     MONUMENTED       CGS
 NB1392
 NB1392                          STATION DESCRIPTION
 NB1392
 NB1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1392'3.0 MI E FROM GENESEO.
 NB1392'TO REACH FROM THE HIGH SCHOOL AT GENESEO. PROCEED EASTERLY ALONG
 NB1392'U.S. HIGHWAY NO. 20A 3.0 MILES TO THE SITE OF THE BENCH MARK. BENCH
 NB1392'MARK IS IN THE MIDDLE OF EAST HEAD WALL OF A CONCRETE ROAD CULVERT
 NB1392'AT PRIVATE DRIVEWAY. IT IS 23.3 FEET NORTH OF AND ABOUT THE SAME
 NB1392'ELEVATION AS THE CENTER OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1433 ***********************************************************************
 NB1433  DESIGNATION -  E 162
 NB1433  PID         -  NB1433
 NB1433  STATE/COUNTY-  NY/ONTARIO
 NB1433  USGS QUAD   -  SPRINGWATER (1942)
 NB1433
 NB1433                         *CURRENT SURVEY CONTROL
 NB1433  ___________________________________________________________________
 NB1433* NAD 83(1986)-  42 43 50.     (N)    077 32 23.     (W)     SCALED    
 NB1433* NAVD 88     -       514.232  (meters)    1687.11   (feet)  ADJUSTED  
 NB1433  ___________________________________________________________________
 NB1433  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NB1433  DYNAMIC HT  -         514.055 (meters)    1686.53  (feet)  COMP
 NB1433  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 NB1433
 NB1433  VERT ORDER  -  SECOND    CLASS 0
 NB1433
 NB1433.The horizontal coordinates were scaled from a topographic map and have
 NB1433.an estimated accuracy of +/- 6 seconds.
 NB1433
 NB1433.The orthometric height was determined by differential leveling
 NB1433.and adjusted by the National Geodetic Survey in June 1991..
 NB1433
 NB1433.The geoid height was determined by GEOID03.
 NB1433
 NB1433.The dynamic height is computed by dividing the NAVD 88
 NB1433.geopotential number by the normal gravity value computed on the
 NB1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1433.degrees latitude (g = 980.6199 gals.).
 NB1433
 NB1433.The modeled gravity was interpolated from observed gravity values.
 NB1433
 NB1433;                    North         East    Units  Estimated Accuracy
 NB1433;SPC NY C     -   303,680.      171,680.      MT  (+/- 180 meters Scaled)
 NB1433
 NB1433                          SUPERSEDED SURVEY CONTROL
 NB1433
 NB1433  NGVD 29 (??/??/92)  514.366  (m)         1687.55   (f) ADJ UNCH    2 0
 NB1433
 NB1433.Superseded values are not recommended for survey control.
 NB1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1433.See file dsdata.txt to determine how the superseded data were derived.
 NB1433
 NB1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN920340(NAD 83)
 NB1433_STAMPING: E 162 1942
 NB1433
 NB1433  HISTORY     - Date     Condition        Report By
 NB1433  HISTORY     - 1942     MONUMENTED       CGS
 NB1433
 NB1433                          STATION DESCRIPTION
 NB1433
 NB1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1433'4.9 MI S FROM HONEOYE.
 NB1433'TO REACH FROM THE U.S. POST OFFICE AT HONEOYE--PROCEED WESTERLY ALONG
 NB1433'U.S. HIGHWAY NO. 20A 0.8 MILE, THENCE SOUTHERLY ALONG COUNTY ROAD
 NB1433'5.1 MILES TO THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT 130 FEET
 NB1433'SOUTH OF A POWER POLE AND IN THE SOUTHEAST CORNER OF A PASTURE,
 NB1433'17.FEET NORTH OF FENCE LEADING WEST AND 1.FOOT OF ROAD FENCE. IT IS
 NB1433'22.FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 NB1433'THE ROAD, ABOUT 0.5 MILE SOUTH OF COUNTY YARD AND 3.FEET SOUTH OF A
 NB1433'4X4-INCH WOODEN MARKER POST. THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0166 ***********************************************************************
 NB0166  DESIGNATION -  E 163
 NB0166  PID         -  NB0166
 NB0166  STATE/COUNTY-  NY/CAYUGA
 NB0166  USGS QUAD   -  MORAVIA (1976)
 NB0166
 NB0166                         *CURRENT SURVEY CONTROL
 NB0166  ___________________________________________________________________
 NB0166* NAD 83(1986)-  42 37 32.     (N)    076 22 29.     (W)     SCALED    
 NB0166* NAVD 88     -       369.587  (meters)    1212.55   (feet)  ADJUSTED  
 NB0166  ___________________________________________________________________
 NB0166  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NB0166  DYNAMIC HT  -         369.468 (meters)    1212.16  (feet)  COMP
 NB0166  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 NB0166
 NB0166  VERT ORDER  -  SECOND    CLASS 0
 NB0166
 NB0166.The horizontal coordinates were scaled from a topographic map and have
 NB0166.an estimated accuracy of +/- 6 seconds.
 NB0166
 NB0166.The orthometric height was determined by differential leveling
 NB0166.and adjusted by the National Geodetic Survey in June 1991..
 NB0166
 NB0166.The geoid height was determined by GEOID03.
 NB0166
 NB0166.The dynamic height is computed by dividing the NAVD 88
 NB0166.geopotential number by the normal gravity value computed on the
 NB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0166.degrees latitude (g = 980.6199 gals.).
 NB0166
 NB0166.The modeled gravity was interpolated from observed gravity values.
 NB0166
 NB0166;                    North         East    Units  Estimated Accuracy
 NB0166;SPC NY C     -   291,600.      267,110.      MT  (+/- 180 meters Scaled)
 NB0166
 NB0166                          SUPERSEDED SURVEY CONTROL
 NB0166
 NB0166  NGVD 29 (??/??/92)  369.730  (m)         1213.02   (f) ADJ UNCH    2 0
 NB0166
 NB0166.Superseded values are not recommended for survey control.
 NB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0166.See file dsdata.txt to determine how the superseded data were derived.
 NB0166
 NB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN872201(NAD 83)
 NB0166_MARKER: DB = BENCH MARK DISK
 NB0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0166_STAMPING: E 163 1942
 NB0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0166+STABILITY: SURFACE MOTION
 NB0166
 NB0166  HISTORY     - Date     Condition        Report By
 NB0166  HISTORY     - 1942     MONUMENTED       CGS
 NB0166  HISTORY     - 19901116 MARK NOT FOUND   USPSQD
 NB0166
 NB0166                          STATION DESCRIPTION
 NB0166
 NB0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0166'2.6 MI NE FROM GROTON.
 NB0166'TO REACH FROM THE U.S. POST OFFICE AT GROTON-- PROCEED NORTHERLY
 NB0166'ALONG
 NB0166'NEW YORK STATE HIGHWAY NO. 38 1.MILE THENCE NORTHERLY ALONG COUNTY
 NB0166'ROAD 1.6 MILE TO THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT 0.4
 NB0166'MILE NORTH OF CAYUGA-TOMPKINS COUNTY LINE. IT IS 7. FEET NORTH OF A
 NB0166'POWER POLE, 19.FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 NB0166'CENTER LINE OF THE ROAD, ABOUT 125.FEET WEST OF A SMALL FRAME FARM
 NB0166'HOUSE AND 3.FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 NB0166'PROJECTS 0.5 FOOT. A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NB0166'POST. STAMPED
 NB0166'E 163 1942.
 NB0166
 NB0166                          STATION RECOVERY (1990)
 NB0166
 NB0166'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0111 ***********************************************************************
 NB0111  DESIGNATION -  E 164
 NB0111  PID         -  NB0111
 NB0111  STATE/COUNTY-  NY/CAYUGA
 NB0111  USGS QUAD   -  MORAVIA (1976)
 NB0111
 NB0111                         *CURRENT SURVEY CONTROL
 NB0111  ___________________________________________________________________
 NB0111* NAD 83(1986)-  42 41 44.     (N)    076 25 13.     (W)     SCALED    
 NB0111* NAVD 88     -       230.956  (meters)     757.73   (feet)  ADJUSTED  
 NB0111  ___________________________________________________________________
 NB0111  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NB0111  DYNAMIC HT  -         230.885 (meters)     757.50  (feet)  COMP
 NB0111  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NB0111
 NB0111  VERT ORDER  -  SECOND    CLASS 0
 NB0111
 NB0111.The horizontal coordinates were scaled from a topographic map and have
 NB0111.an estimated accuracy of +/- 6 seconds.
 NB0111
 NB0111.The orthometric height was determined by differential leveling
 NB0111.and adjusted by the National Geodetic Survey in June 1991..
 NB0111
 NB0111.The geoid height was determined by GEOID03.
 NB0111
 NB0111.The dynamic height is computed by dividing the NAVD 88
 NB0111.geopotential number by the normal gravity value computed on the
 NB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0111.degrees latitude (g = 980.6199 gals.).
 NB0111
 NB0111.The modeled gravity was interpolated from observed gravity values.
 NB0111
 NB0111;                    North         East    Units  Estimated Accuracy
 NB0111;SPC NY C     -   299,360.      263,360.      MT  (+/- 180 meters Scaled)
 NB0111
 NB0111                          SUPERSEDED SURVEY CONTROL
 NB0111
 NB0111  NGVD 29 (??/??/92)  231.10   (m)          758.2    (f) COMPUTED    2 0
 NB0111
 NB0111.Superseded values are not recommended for survey control.
 NB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0111.See file dsdata.txt to determine how the superseded data were derived.
 NB0111
 NB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN836279(NAD 83)
 NB0111_MARKER: DB = BENCH MARK DISK
 NB0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0111_SP_SET: CULVERT
 NB0111_STAMPING: E 164 1942
 NB0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0111
 NB0111  HISTORY     - Date     Condition        Report By
 NB0111  HISTORY     - 1942     MONUMENTED       CGS
 NB0111  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 NB0111
 NB0111                          STATION DESCRIPTION
 NB0111
 NB0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0111'1. MI S FROM MORAVIA.
 NB0111'TO REACH FROM THE U.S. POST OFFICE AT MORAVIA-- PROCEED SOUTHERLY
 NB0111'ALONG NEW YORK STATE HIGHWAY NO. 38 1. MILE TO THE SITE OF THE BENCH
 NB0111'MARK. BENCH MARK IS ABOUT 100. FEET NORTH WEST OF A WHITE TWO STORY
 NB0111'FRAME HOUSE AND ABOUT 0.1 MILE SOUTH OF ENTRANCE TO FILLMORE GLEN
 NB0111'STATE PARK. IT IS SET HORIZONTALLY IN THE MIDDLE OF THE EAST HEADWALL
 NB0111'OF A CONCRETE ROAD CULVERT.
 NB0111
 NB0111                          STATION RECOVERY (1994)
 NB0111
 NB0111'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1435 ***********************************************************************
 NB1435  DESIGNATION -  E 165
 NB1435  PID         -  NB1435
 NB1435  STATE/COUNTY-  NY/ONTARIO
 NB1435  USGS QUAD   -  SPRINGWATER (1942)
 NB1435
 NB1435                         *CURRENT SURVEY CONTROL
 NB1435  ___________________________________________________________________
 NB1435* NAD 83(1986)-  42 44 31.     (N)    077 34 05.     (W)     SCALED    
 NB1435* NAVD 88     -       345.589  (meters)    1133.82   (feet)  ADJUSTED  
 NB1435  ___________________________________________________________________
 NB1435  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NB1435  DYNAMIC HT  -         345.477 (meters)    1133.45  (feet)  COMP
 NB1435  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 NB1435
 NB1435  VERT ORDER  -  SECOND    CLASS 0
 NB1435
 NB1435.The horizontal coordinates were scaled from a topographic map and have
 NB1435.an estimated accuracy of +/- 6 seconds.
 NB1435
 NB1435.The orthometric height was determined by differential leveling
 NB1435.and adjusted by the National Geodetic Survey in June 1991..
 NB1435
 NB1435.The geoid height was determined by GEOID03.
 NB1435
 NB1435.The dynamic height is computed by dividing the NAVD 88
 NB1435.geopotential number by the normal gravity value computed on the
 NB1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1435.degrees latitude (g = 980.6199 gals.).
 NB1435
 NB1435.The modeled gravity was interpolated from observed gravity values.
 NB1435
 NB1435;                    North         East    Units  Estimated Accuracy
 NB1435;SPC NY C     -   304,980.      169,370.      MT  (+/- 180 meters Scaled)
 NB1435
 NB1435                          SUPERSEDED SURVEY CONTROL
 NB1435
 NB1435  NGVD 29 (??/??/92)  345.728  (m)         1134.28   (f) ADJ UNCH    2 0
 NB1435
 NB1435.Superseded values are not recommended for survey control.
 NB1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1435.See file dsdata.txt to determine how the superseded data were derived.
 NB1435
 NB1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN898353(NAD 83)
 NB1435_MARKER: DB = BENCH MARK DISK
 NB1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1435_STAMPING: E 165 1942
 NB1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1435+STABILITY: SURFACE MOTION
 NB1435
 NB1435  HISTORY     - Date     Condition        Report By
 NB1435  HISTORY     - 1942     MONUMENTED       CGS
 NB1435
 NB1435                          STATION DESCRIPTION
 NB1435
 NB1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1435'2.0 MI NW FROM CANADICE.
 NB1435'TO REACH FROM CHURCH AT CANADICE--PROCEED 1.5 MILE WEST ALONG ROAD
 NB1435'TOWARD CANADICE LAKE TO INTERSECTION OF NORTH-SOUTH ROAD. THENCE, GO
 NB1435'0.5 MILE NORTH ALONG ROAD TO ENTRANCE TO CITY OF ROCHESTER WATER
 NB1435'WORKS SPILL-WAY AT THE NORTH END OF CANADICE LAKE AND THE SITE OF THE
 NB1435'BENCH MARK. BENCH MARK IS ABOUT 210.0 FEET SOUTH OF THE CENTER OF
 NB1435'GATE AT ENTRANCE, 33.0 FEET WEST OF AND ABOUT 3.0 FEET BELOW THE
 NB1435'CENTERLINE OF THE NORTH-SOUTH ROAD. THE MONUMENT PROJECTS ABOUT 0.6
 NB1435'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0945 ***********************************************************************
 NB0945  DESIGNATION -  E 166
 NB0945  PID         -  NB0945
 NB0945  STATE/COUNTY-  NY/YATES
 NB0945  USGS QUAD   -  POTTER (1976)
 NB0945
 NB0945                         *CURRENT SURVEY CONTROL
 NB0945  ___________________________________________________________________
 NB0945* NAD 83(1986)-  42 41 34.     (N)    077 08 33.     (W)     SCALED    
 NB0945* NAVD 88     -       348.599  (meters)    1143.70   (feet)  ADJUSTED  
 NB0945  ___________________________________________________________________
 NB0945  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB0945  DYNAMIC HT  -         348.486 (meters)    1143.32  (feet)  COMP
 NB0945  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 NB0945
 NB0945  VERT ORDER  -  SECOND    CLASS 0
 NB0945
 NB0945.The horizontal coordinates were scaled from a topographic map and have
 NB0945.an estimated accuracy of +/- 6 seconds.
 NB0945
 NB0945.The orthometric height was determined by differential leveling
 NB0945.and adjusted by the National Geodetic Survey in June 1991..
 NB0945
 NB0945.The geoid height was determined by GEOID03.
 NB0945
 NB0945.The dynamic height is computed by dividing the NAVD 88
 NB0945.geopotential number by the normal gravity value computed on the
 NB0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0945.degrees latitude (g = 980.6199 gals.).
 NB0945
 NB0945.The modeled gravity was interpolated from observed gravity values.
 NB0945
 NB0945;                    North         East    Units  Estimated Accuracy
 NB0945;SPC NY C     -   299,200.      204,180.      MT  (+/- 180 meters Scaled)
 NB0945
 NB0945                          SUPERSEDED SURVEY CONTROL
 NB0945
 NB0945  NGVD 29 (??/??/92)  348.756  (m)         1144.21   (f) ADJ UNCH    2 0
 NB0945
 NB0945.Superseded values are not recommended for survey control.
 NB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0945.See file dsdata.txt to determine how the superseded data were derived.
 NB0945
 NB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN244289(NAD 83)
 NB0945_MARKER: DB = BENCH MARK DISK
 NB0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0945_SP_SET: CULVERT
 NB0945_STAMPING: E-166 1942
 NB0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0945
 NB0945  HISTORY     - Date     Condition        Report By
 NB0945  HISTORY     - 1942     MONUMENTED       CGS
 NB0945  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0945  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB0945
 NB0945                          STATION DESCRIPTION
 NB0945
 NB0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0945'5.4 MI W FROM PENN YAN.
 NB0945'TO REACH FROM THE POST OFFICE AT PENN YAN, PROCEED 0.5 MILE NORTH
 NB0945'ALONG STATE HIGHWAY NO. 54, TO INTERSECTION OF STATE HIGHWAY NO.
 NB0945'364, THENCE TURN LEFT (WESTERLY) GO 4.9 MILES WESTERLY ON STATE
 NB0945'HIGHWAY NO. 364, TO A PIPE CULVERT AND SITE OF BENCH MARK. BENCH
 NB0945'MARK IS SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 NB0945'HEADWALL OF A 2.0 FT. PIPE CULVERT 18.5 FEET SOUTH OF AND LEVEL WITH
 NB0945'THE CENTER LINE OF PAVEMENT. 0.9 MILE WEST OF A T-ROAD LEADING SOUTH
 NB0945'TO BRANCHPORT.
 NB0945
 NB0945                          STATION RECOVERY (1989)
 NB0945
 NB0945'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0945'MARK NOT FOUND.
 NB0945
 NB0945                          STATION RECOVERY (1994)
 NB0945
 NB0945'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB2134 ***********************************************************************
 NB2134  DESIGNATION -  E 166 RESET
 NB2134  PID         -  NB2134
 NB2134  STATE/COUNTY-  NY/YATES
 NB2134  USGS QUAD   -  POTTER (1976)
 NB2134
 NB2134                         *CURRENT SURVEY CONTROL
 NB2134  ___________________________________________________________________
 NB2134* NAD 83(1986)-  42 41 34.     (N)    077 08 33.     (W)     SCALED    
 NB2134* NAVD 88     -       357.16   (meters)    1171.8    (feet)  RESET     
 NB2134  ___________________________________________________________________
 NB2134  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NB2134
 NB2134  VERT ORDER  -  THIRD
 NB2134
 NB2134.The horizontal coordinates were scaled from a topographic map and have
 NB2134.an estimated accuracy of +/- 6 seconds.
 NB2134
 NB2134.The orthometric height was computed from unverified reset data.
 NB2134.No vertical observational check was made to the station.
 NB2134
 NB2134.The geoid height was determined by GEOID03.
 NB2134
 NB2134;                    North         East    Units  Estimated Accuracy
 NB2134;SPC NY C     -   299,200.      204,180.      MT  (+/- 180 meters Scaled)
 NB2134
 NB2134                          SUPERSEDED SURVEY CONTROL
 NB2134
 NB2134  NGVD 29 (09/01/04)  357.31   (m)         1172.3    (f) RESET       3  
 NB2134
 NB2134.Superseded values are not recommended for survey control.
 NB2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB2134.See file dsdata.txt to determine how the superseded data were derived.
 NB2134
 NB2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN244289(NAD 83)
 NB2134_MARKER: DB = BENCH MARK DISK
 NB2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB2134_SP_SET: CONCRETE POST
 NB2134_STAMPING: E 166 RESET 1984
 NB2134_MARK LOGO: NYDT  
 NB2134_PROJECTION: FLUSH
 NB2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB2134+STABILITY: SURFACE MOTION
 NB2134
 NB2134  HISTORY     - Date     Condition        Report By
 NB2134  HISTORY     - 1984     MONUMENTED       NYDT
 NB2134  HISTORY     - 19940520 GOOD             USPSQD
 NB2134
 NB2134                          STATION DESCRIPTION
 NB2134
 NB2134'DESCRIBED BY NY DEPT OF TRANSP 1984
 NB2134'IN PENN YAN.
 NB2134'IN PENN YAN, BEGIN AT THE INTERSECTION OF NYS ROUTES 14A (LIBERTY ST.)
 NB2134'AND 364 (MAPLE AVE.).  PROCEED IN A WESTERLY DIRECTION ALONG ROUTE
 NB2134'364 APPROXIMATELY 4.7 MILES.  OFFSET 49.5 FEET FROM THE CENTERLINE OF
 NB2134'PAVEMENT ON THE SOUTH SIDE OF THE HIGHWAY AND ABOUT 124 FEET
 NB2134'SOUTHEASTERLY FROM RMM 364-6601-1048.
 NB2134
 NB2134                          STATION RECOVERY (1994)
 NB2134
 NB2134'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1148 ***********************************************************************
 NB1148  DESIGNATION -  E 167
 NB1148  PID         -  NB1148
 NB1148  STATE/COUNTY-  NY/STEUBEN
 NB1148  USGS QUAD   -  HAMMONDSPORT (1976)
 NB1148
 NB1148                         *CURRENT SURVEY CONTROL
 NB1148  ___________________________________________________________________
 NB1148* NAD 83(1986)-  42 29 01.     (N)    077 10 00.     (W)     SCALED    
 NB1148* NAVD 88     -       231.123  (meters)     758.28   (feet)  ADJUSTED  
 NB1148  ___________________________________________________________________
 NB1148  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NB1148  DYNAMIC HT  -         231.046 (meters)     758.02  (feet)  COMP
 NB1148  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 NB1148
 NB1148  VERT ORDER  -  SECOND    CLASS 0
 NB1148
 NB1148.The horizontal coordinates were scaled from a topographic map and have
 NB1148.an estimated accuracy of +/- 6 seconds.
 NB1148
 NB1148.The orthometric height was determined by differential leveling
 NB1148.and adjusted by the National Geodetic Survey in June 1991..
 NB1148
 NB1148.The geoid height was determined by GEOID03.
 NB1148
 NB1148.The dynamic height is computed by dividing the NAVD 88
 NB1148.geopotential number by the normal gravity value computed on the
 NB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1148.degrees latitude (g = 980.6199 gals.).
 NB1148
 NB1148.The modeled gravity was interpolated from observed gravity values.
 NB1148
 NB1148;                    North         East    Units  Estimated Accuracy
 NB1148;SPC NY C     -   275,970.      202,040.      MT  (+/- 180 meters Scaled)
 NB1148
 NB1148                          SUPERSEDED SURVEY CONTROL
 NB1148
 NB1148  NGVD 29 (??/??/92)  231.283  (m)          758.80   (f) ADJ UNCH    2 0
 NB1148
 NB1148.Superseded values are not recommended for survey control.
 NB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1148.See file dsdata.txt to determine how the superseded data were derived.
 NB1148
 NB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN219057(NAD 83)
 NB1148_MARKER: DB = BENCH MARK DISK
 NB1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1148_SP_SET: CULVERT
 NB1148_STAMPING: E-167 1942
 NB1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1148
 NB1148  HISTORY     - Date     Condition        Report By
 NB1148  HISTORY     - 1942     MONUMENTED       CGS
 NB1148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1148
 NB1148                          STATION DESCRIPTION
 NB1148
 NB1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1148'8.3 MI S FROM BRANCHPORT.
 NB1148'TO REACH FROM THE POST OFFICE AT BRANCHPORT, PROCEED 8.3 MILES
 NB1148'SOUTH ALONG STATE HIGHWAY NO. 54 - A TO A DOUBLE GARAGE AND AN
 NB1148'EIGHT BY EIGHT FOOT CONCRETE CULVERT AND SITE OF BENCH MARK.
 NB1148'BENCH MARK IS SET IN THE TOP OF AND IN THE WEST END OF SOUTH WINGWALL
 NB1148'OF A CONCRETE CULVERT, 3.0 FEET NORTHEAST OF THE NORTHEAST
 NB1148'CORNER OF A GARAGE 20.0 FEET WEST OF AND 3.0 FEET BELOW THE
 NB1148'CENTER LINE OF PAVEMENT.
 NB1148
 NB1148                          STATION RECOVERY (1989)
 NB1148
 NB1148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1011 ***********************************************************************
 NB1011  DESIGNATION -  E 168
 NB1011  PID         -  NB1011
 NB1011  STATE/COUNTY-  NY/STEUBEN
 NB1011  USGS QUAD   -  PRATTSBURG (1942)
 NB1011
 NB1011                         *CURRENT SURVEY CONTROL
 NB1011  ___________________________________________________________________
 NB1011* NAD 83(1986)-  42 33 26.     (N)    077 19 16.     (W)     SCALED    
 NB1011* NAVD 88     -       638.052  (meters)    2093.34   (feet)  ADJUSTED  
 NB1011  ___________________________________________________________________
 NB1011  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NB1011  DYNAMIC HT  -         637.820 (meters)    2092.58  (feet)  COMP
 NB1011  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 NB1011
 NB1011  VERT ORDER  -  SECOND    CLASS 0
 NB1011
 NB1011.The horizontal coordinates were scaled from a topographic map and have
 NB1011.an estimated accuracy of +/- 6 seconds.
 NB1011
 NB1011.The orthometric height was determined by differential leveling
 NB1011.and adjusted by the National Geodetic Survey in June 1991..
 NB1011
 NB1011.The geoid height was determined by GEOID03.
 NB1011
 NB1011.The dynamic height is computed by dividing the NAVD 88
 NB1011.geopotential number by the normal gravity value computed on the
 NB1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1011.degrees latitude (g = 980.6199 gals.).
 NB1011
 NB1011.The modeled gravity was interpolated from observed gravity values.
 NB1011
 NB1011;                    North         East    Units  Estimated Accuracy
 NB1011;SPC NY C     -   284,250.      189,410.      MT  (+/- 180 meters Scaled)
 NB1011
 NB1011                          SUPERSEDED SURVEY CONTROL
 NB1011
 NB1011  NGVD 29 (??/??/92)  638.182  (m)         2093.77   (f) ADJ UNCH    2 0
 NB1011
 NB1011.Superseded values are not recommended for survey control.
 NB1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1011.See file dsdata.txt to determine how the superseded data were derived.
 NB1011
 NB1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN094142(NAD 83)
 NB1011_MARKER: DB = BENCH MARK DISK
 NB1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB1011_SP_SET: CULVERT
 NB1011_STAMPING: E-168 1942
 NB1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB1011
 NB1011  HISTORY     - Date     Condition        Report By
 NB1011  HISTORY     - 1942     MONUMENTED       CGS
 NB1011  HISTORY     - 1957     MARK NOT FOUND   LOCENG
 NB1011  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1011
 NB1011                          STATION DESCRIPTION
 NB1011
 NB1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1011'2.8 MI NW FROM PRATTSBURG.
 NB1011'TO REACH FROM POST OFFICE AT PRATTSBURG, PROCEED 2.8 MILES ALONG
 NB1011'STATE HIGHWAY NO. 53 TO THE INTERSECTION OF A NORTH AND SOUTH DIRT
 NB1011'ROAD AND A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS SET
 NB1011'IN THE NORTH HEAD WALL AND WEST END OF A 10.0 FOOT HEAD WALL OF A 3.0
 NB1011'FOOT
 NB1011'PIPE CULVERT, 22.0 FEET NORTH AND ABOUT 2.0 FEET BELOW CENTER LINE OF
 NB1011'PAVEMENT, ABOUT 150.0 FEET EAST OF NORTH AND SOUTH ROAD.
 NB1011
 NB1011                          STATION RECOVERY (1957)
 NB1011
 NB1011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 NB1011'MARK NOT FOUND.
 NB1011
 NB1011                          STATION RECOVERY (1994)
 NB1011
 NB1011'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1012 ***********************************************************************
 NB1012  DESIGNATION -  E 168 RESET 1960
 NB1012  PID         -  NB1012
 NB1012  STATE/COUNTY-  NY/STEUBEN
 NB1012  USGS QUAD   -  PRATTSBURG (1942)
 NB1012
 NB1012                         *CURRENT SURVEY CONTROL
 NB1012  ___________________________________________________________________
 NB1012* NAD 83(1986)-  42 33 26.     (N)    077 19 16.     (W)     SCALED    
 NB1012* NAVD 88     -       638.35   (+/-2cm)    2094.3    (feet)  VERTCON   
 NB1012  ___________________________________________________________________
 NB1012  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NB1012
 NB1012  VERT ORDER  -  THIRD (See Below)
 NB1012
 NB1012.The horizontal coordinates were scaled from a topographic map and have
 NB1012.an estimated accuracy of +/- 6 seconds.
 NB1012
 NB1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB1012.The vertical order pertains to the NGVD 29 superseded value.
 NB1012
 NB1012.The geoid height was determined by GEOID03.
 NB1012
 NB1012;                    North         East    Units  Estimated Accuracy
 NB1012;SPC NY C     -   284,250.      189,410.      MT  (+/- 180 meters Scaled)
 NB1012
 NB1012                          SUPERSEDED SURVEY CONTROL
 NB1012
 NB1012  NGVD 29 (??/??/??)  638.48   (m)         2094.7    (f) RESET       3  
 NB1012
 NB1012.Superseded values are not recommended for survey control.
 NB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1012.See file dsdata.txt to determine how the superseded data were derived.
 NB1012
 NB1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN094142(NAD 83)
 NB1012_MARKER: DD = SURVEY DISK
 NB1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1012_STAMPING: E 168 RESET 1960
 NB1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1012+STABILITY: SURFACE MOTION
 NB1012
 NB1012  HISTORY     - Date     Condition        Report By
 NB1012  HISTORY     - 1960     MONUMENTED       NYHD
 NB1012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1012
 NB1012                          STATION DESCRIPTION
 NB1012
 NB1012'DESCRIBED BY NY DEPT OF HIGHWAYS 1960
 NB1012'2.9 MI NW FROM PRATTSBURG.
 NB1012'THIS MARK IS LOCATED 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 53 FROM
 NB1012'THE POST OFFICE AT PRATTSBURG, ABOUT 150 FEET EAST OF THE
 NB1012'INTERSECTION OF A NORTH-AND-SOUTH ROAD, ON A CONCRETE POST, ONE FOOT
 NB1012'IN DIAMETER, SET 4 FEET IN THE GROUND WITH ONE FOOT PROTRUDING, 25
 NB1012'FEET RIGHT OF THE CENTERLINE OF THE PAVEMENT.
 NB1012
 NB1012                          STATION RECOVERY (1989)
 NB1012
 NB1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1043 ***********************************************************************
 NB1043  DESIGNATION -  E 169
 NB1043  PID         -  NB1043
 NB1043  STATE/COUNTY-  NY/STEUBEN
 NB1043  USGS QUAD   -  PRATTSBURG (1942)
 NB1043
 NB1043                         *CURRENT SURVEY CONTROL
 NB1043  ___________________________________________________________________
 NB1043* NAD 83(1986)-  42 31 43.     (N)    077 20 48.     (W)     SCALED    
 NB1043* NAVD 88     -       600.267  (meters)    1969.38   (feet)  ADJUSTED  
 NB1043  ___________________________________________________________________
 NB1043  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NB1043  DYNAMIC HT  -         600.040 (meters)    1968.63  (feet)  COMP
 NB1043  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 NB1043
 NB1043  VERT ORDER  -  SECOND    CLASS 0
 NB1043
 NB1043.The horizontal coordinates were scaled from a topographic map and have
 NB1043.an estimated accuracy of +/- 6 seconds.
 NB1043
 NB1043.The orthometric height was determined by differential leveling
 NB1043.and adjusted by the National Geodetic Survey in June 1991..
 NB1043
 NB1043.The geoid height was determined by GEOID03.
 NB1043
 NB1043.The dynamic height is computed by dividing the NAVD 88
 NB1043.geopotential number by the normal gravity value computed on the
 NB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1043.degrees latitude (g = 980.6199 gals.).
 NB1043
 NB1043.The modeled gravity was interpolated from observed gravity values.
 NB1043
 NB1043;                    North         East    Units  Estimated Accuracy
 NB1043;SPC NY C     -   281,090.      187,290.      MT  (+/- 180 meters Scaled)
 NB1043
 NB1043                          SUPERSEDED SURVEY CONTROL
 NB1043
 NB1043  NGVD 29 (??/??/92)  600.388  (m)         1969.77   (f) ADJ UNCH    2 0
 NB1043
 NB1043.Superseded values are not recommended for survey control.
 NB1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1043.See file dsdata.txt to determine how the superseded data were derived.
 NB1043
 NB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN072111(NAD 83)
 NB1043_MARKER: DB = BENCH MARK DISK
 NB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1043_STAMPING: E-169 1942
 NB1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1043+STABILITY: SURFACE MOTION
 NB1043
 NB1043  HISTORY     - Date     Condition        Report By
 NB1043  HISTORY     - 1942     MONUMENTED       CGS
 NB1043  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB1043  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NB1043
 NB1043                          STATION DESCRIPTION
 NB1043
 NB1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB1043'3.0 MI W FROM PRATTSBURG.
 NB1043'TO REACH FROM THE POST OFFICE AT PRATTSBURG, PROCEED 2.3 MILES WEST
 NB1043'ON IMPROVED COUNTY ROAD NO. 7 TO A GRADED DIRT ROAD THENCE CONTINUE
 NB1043'ON 0.7 MILE WEST ON GRADED ROAD TO A LARGE UNPAINTED DAIRY BARN AND
 NB1043'SITE OF BENCH MARK. BENCH MARK IS OPPOSITE A LARGE DAIRY BARN, 45.0
 NB1043'YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF DAIRY BARN, 20.0 FEET
 NB1043'SOUTH OF AND 1.0 FOOT ABOVE THE CENTER LINE OF ROAD 1.0 FOOT NORTH OF
 NB1043'RIGHT OF WAY FENCE, 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 NB1043'POST. MONUMENT PROJECTS 0.2 FOOT ABOVE GROUND.
 NB1043
 NB1043                          STATION RECOVERY (1989)
 NB1043
 NB1043'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1043'MARK NOT FOUND.
 NB1043
 NB1043                          STATION RECOVERY (1994)
 NB1043
 NB1043'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0077 ***********************************************************************
 PJ0077  TIDAL BM    -  This is a Tidal Bench Mark.
 PJ0077  DESIGNATION -  E 17
 PJ0077  PID         -  PJ0077
 PJ0077  STATE/COUNTY-  NY/JEFFERSON
 PJ0077  USGS QUAD   -  CAPE VINCENT NORTH (1980)
 PJ0077
 PJ0077                         *CURRENT SURVEY CONTROL
 PJ0077  ___________________________________________________________________
 PJ0077* NAD 83(1986)-  44 07 46.     (N)    076 19 46.     (W)     SCALED    
 PJ0077* NAVD 88     -        77.355  (meters)     253.79   (feet)  ADJUSTED  
 PJ0077  ___________________________________________________________________
 PJ0077  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PJ0077  DYNAMIC HT  -          77.344 (meters)     253.75  (feet)  COMP
 PJ0077  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 PJ0077
 PJ0077  VERT ORDER  -  FIRST     CLASS 0
 PJ0077
 PJ0077.The horizontal coordinates were scaled from a topographic map and have
 PJ0077.an estimated accuracy of +/- 6 seconds.
 PJ0077
 PJ0077.The orthometric height was determined by differential leveling
 PJ0077.and adjusted by the National Geodetic Survey in June 1991..
 PJ0077
 PJ0077.This Tidal Bench Mark is designated as VM 12669
 PJ0077.by the Center for Operational Oceanographic Products and Services.
 PJ0077
 PJ0077.The geoid height was determined by GEOID03.
 PJ0077
 PJ0077.The dynamic height is computed by dividing the NAVD 88
 PJ0077.geopotential number by the normal gravity value computed on the
 PJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0077.degrees latitude (g = 980.6199 gals.).
 PJ0077
 PJ0077.The modeled gravity was interpolated from observed gravity values.
 PJ0077
 PJ0077;                    North         East    Units  Estimated Accuracy
 PJ0077;SPC NY C     -   458,680.      270,320.      MT  (+/- 180 meters Scaled)
 PJ0077
 PJ0077                          SUPERSEDED SURVEY CONTROL
 PJ0077
 PJ0077  NGVD 29 (??/??/92)   77.499  (m)          254.26   (f) ADJ UNCH    1 0
 PJ0077
 PJ0077.Superseded values are not recommended for survey control.
 PJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0077.See file dsdata.txt to determine how the superseded data were derived.
 PJ0077
 PJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP936871(NAD 83)
 PJ0077_MARKER: B = BOLT
 PJ0077_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PJ0077_SP_SET: STONE WALL
 PJ0077_MARK LOGO: NONE  
 PJ0077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0077+STABILITY: SURFACE MOTION
 PJ0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PJ0077+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 PJ0077
 PJ0077  HISTORY     - Date     Condition        Report By
 PJ0077  HISTORY     - 1899     MONUMENTED       CGS
 PJ0077  HISTORY     - 1942     GOOD             NGS
 PJ0077  HISTORY     - 19940627 GOOD             NOS
 PJ0077  HISTORY     - 19940828 GOOD             USPSQD
 PJ0077  HISTORY     - 19970719 GOOD             NOS
 PJ0077  HISTORY     - 19980603 GOOD             NOS
 PJ0077  HISTORY     - 19990419 GOOD             NOS
 PJ0077  HISTORY     - 20000927 GOOD             NOS
 PJ0077  HISTORY     - 20010624 GOOD             NOS
 PJ0077  HISTORY     - 20010624 GOOD             NOS
 PJ0077  HISTORY     - 20020809 GOOD             NOS
 PJ0077  HISTORY     - 20050531 GOOD             USPSQD
 PJ0077
 PJ0077                          STATION DESCRIPTION
 PJ0077
 PJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PJ0077'AT CAPE VINCENT.
 PJ0077'BENCH MARK IS THE CENTER PUNCH IN A 1/4 INCH BRASS ROD CEMENTED IN
 PJ0077'THE EAST WALL OF THE U.S. FISH HATCHERY, IT IS 1.2 FEET NORTH OF THE
 PJ0077'SOUTHEAST CORNER AND 3.0 FEET ABOVE THE GROUND.
 PJ0077
 PJ0077                          STATION RECOVERY (1994)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 PJ0077'BENCH MARK IS AT CAPE VINCENT, JEFFERSON COUNTY, NEW YORK, AT THE FOOT
 PJ0077'OF MURRAY STREET, IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE
 PJ0077'STONE WALL FACE OF THE U.S. FISH HATCHERY BUILDING, 1.2 FEET (0.4 M)
 PJ0077'NORTH OF THE SOUTHEAST CORNER AND 3.0 FEET (0.9 M) ABOVE THE GROUND,
 PJ0077'BEING THE CENTER PUNCH IN A 1/4-INCH BRASS ROD (BOLT) CEMENTED IN THE
 PJ0077'STONE WALL.
 PJ0077
 PJ0077                          STATION RECOVERY (1994)
 PJ0077
 PJ0077'RECOVERY NOTE BY US POWER SQUADRON 1994
 PJ0077'RECOVERED IN GOOD CONDITION.
 PJ0077
 PJ0077                          STATION RECOVERY (1997)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 PJ0077'RECOVERED AS DESCRIBED.
 PJ0077
 PJ0077                          STATION RECOVERY (1998)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (CAP)
 PJ0077'RECOVERED AS DESCRIBED.
 PJ0077
 PJ0077                          STATION RECOVERY (1999)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (CAP)
 PJ0077'RECOVERED AS DESCRIBED.
 PJ0077
 PJ0077                          STATION RECOVERY (2000)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RJG)
 PJ0077'RECOVERED AS DESCRIBED.
 PJ0077
 PJ0077                          STATION RECOVERY (2001)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PJ0077'RECOVERED AS DESCRIBED.
 PJ0077
 PJ0077                          STATION RECOVERY (2001)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (CAP)
 PJ0077'RECOVERED AS DESCRIBED.
 PJ0077
 PJ0077                          STATION RECOVERY (2002)
 PJ0077
 PJ0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2002 (CAP)
 PJ0077'RECOVERED IN GOOD CONDITION.  ADD--18.0 METERS (59.1 FT) SOUTH OF THE
 PJ0077'NE CORNER OF THE BLDG, 4.4 METERS (14.4 FT) WEST OF THE WEST EDGE OF
 PJ0077'THE SIDE WALK ON THE EAST SIDE OF THE PROPERTY.
 PJ0077
 PJ0077                          STATION RECOVERY (2005)
 PJ0077
 PJ0077'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 PJ0077'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0357 ***********************************************************************
 OF0357  DESIGNATION -  E 170
 OF0357  PID         -  OF0357
 OF0357  STATE/COUNTY-  NY/OSWEGO
 OF0357  USGS QUAD   -  LYSANDER (1976)
 OF0357
 OF0357                         *CURRENT SURVEY CONTROL
 OF0357  ___________________________________________________________________
 OF0357* NAD 83(1986)-  43 14 03.     (N)    076 27 40.     (W)     SCALED    
 OF0357* NAVD 88     -       125.355  (meters)     411.27   (feet)  ADJUSTED  
 OF0357  ___________________________________________________________________
 OF0357  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OF0357  DYNAMIC HT  -         125.326 (meters)     411.17  (feet)  COMP
 OF0357  MODELED GRAV-     980,393.0   (mgal)                       NAVD 88
 OF0357
 OF0357  VERT ORDER  -  SECOND    CLASS 0
 OF0357
 OF0357.The horizontal coordinates were scaled from a topographic map and have
 OF0357.an estimated accuracy of +/- 6 seconds.
 OF0357
 OF0357.The orthometric height was determined by differential leveling
 OF0357.and adjusted by the National Geodetic Survey in June 1991..
 OF0357
 OF0357.The geoid height was determined by GEOID03.
 OF0357
 OF0357.The dynamic height is computed by dividing the NAVD 88
 OF0357.geopotential number by the normal gravity value computed on the
 OF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0357.degrees latitude (g = 980.6199 gals.).
 OF0357
 OF0357.The modeled gravity was interpolated from observed gravity values.
 OF0357
 OF0357;                    North         East    Units  Estimated Accuracy
 OF0357;SPC NY C     -   359,190.      259,930.      MT  (+/- 180 meters Scaled)
 OF0357
 OF0357                          SUPERSEDED SURVEY CONTROL
 OF0357
 OF0357  NGVD 29 (??/??/92)  125.535  (m)          411.86   (f) ADJ UNCH    2 0
 OF0357
 OF0357.Superseded values are not recommended for survey control.
 OF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0357.See file dsdata.txt to determine how the superseded data were derived.
 OF0357
 OF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN813878(NAD 83)
 OF0357_MARKER: DB = BENCH MARK DISK
 OF0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0357_SP_SET: CULVERT
 OF0357_STAMPING: E 170 1942
 OF0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0357
 OF0357  HISTORY     - Date     Condition        Report By
 OF0357  HISTORY     - 1942     MONUMENTED       CGS
 OF0357
 OF0357                          STATION DESCRIPTION
 OF0357
 OF0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0357'5.4 MI N FROM PLAINSVILLE.
 OF0357'TO REACH FROM THE POST OFFICE AT PLAINSVILLE, PROCEED 5.4 MILES
 OF0357'NORTH ALONG COUNTY ASPHALT ROAD TO A CONCRETE CULVERT AND SITE OF
 OF0357'BENCH MARK.
 OF0357'BENCH MARK IS 0.2 MILE SOUTH OF A LARGE FARM HOUSE AND A WHITE
 OF0357'PAINTED BARN. IT IS SET HORIZONTALLY IN THE TOP AND CENTER OF THE
 OF0357'WEST HEADWALL OF A 2.5 FOOT CONCRETE PIPE CULVERT UNDER HIGHWAY, 18.0
 OF0357'FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTER LINE OF PAVEMENT,
 OF0357'AND 21.0 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING TO
 OF0357'FIELD.
 OF0357'NOTE--LINE CONTINUES ON INTO ONONDAGA COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0374 ***********************************************************************
 OF0374  DESIGNATION -  E 171
 OF0374  PID         -  OF0374
 OF0374  STATE/COUNTY-  NY/ONONDAGA
 OF0374  USGS QUAD   -  LYSANDER (1976)
 OF0374
 OF0374                         *CURRENT SURVEY CONTROL
 OF0374  ___________________________________________________________________
 OF0374* NAD 83(1986)-  43 13 01.     (N)    076 22 56.     (W)     SCALED    
 OF0374* NAVD 88     -       123.651  (meters)     405.68   (feet)  ADJUSTED  
 OF0374  ___________________________________________________________________
 OF0374  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OF0374  DYNAMIC HT  -         123.623 (meters)     405.59  (feet)  COMP
 OF0374  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 OF0374
 OF0374  VERT ORDER  -  SECOND    CLASS 0
 OF0374
 OF0374.The horizontal coordinates were scaled from a topographic map and have
 OF0374.an estimated accuracy of +/- 6 seconds.
 OF0374
 OF0374.The orthometric height was determined by differential leveling
 OF0374.and adjusted by the National Geodetic Survey in June 1991..
 OF0374
 OF0374.The geoid height was determined by GEOID03.
 OF0374
 OF0374.The dynamic height is computed by dividing the NAVD 88
 OF0374.geopotential number by the normal gravity value computed on the
 OF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0374.degrees latitude (g = 980.6199 gals.).
 OF0374
 OF0374.The modeled gravity was interpolated from observed gravity values.
 OF0374
 OF0374;                    North         East    Units  Estimated Accuracy
 OF0374;SPC NY C     -   357,290.      266,340.      MT  (+/- 180 meters Scaled)
 OF0374
 OF0374                          SUPERSEDED SURVEY CONTROL
 OF0374
 OF0374  NGVD 29 (??/??/92)  123.830  (m)          406.27   (f) ADJ UNCH    2 0
 OF0374
 OF0374.Superseded values are not recommended for survey control.
 OF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0374.See file dsdata.txt to determine how the superseded data were derived.
 OF0374
 OF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN877858(NAD 83)
 OF0374_MARKER: DB = BENCH MARK DISK
 OF0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0374_SP_SET: CULVERT
 OF0374_STAMPING: E 171 1942
 OF0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0374
 OF0374  HISTORY     - Date     Condition        Report By
 OF0374  HISTORY     - 1942     MONUMENTED       CGS
 OF0374  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 OF0374
 OF0374                          STATION DESCRIPTION
 OF0374
 OF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0374'0.7 MI W FROM LAMSON.
 OF0374'TO REACH FROM THE DELAWARE AND LACKAWANNA RAILROAD STATION AT LAMSON,
 OF0374'PROCEED 0.7 MILE WEST ALONG COUNTY ASPHALT ROAD TO A GRAVEL CROSS
 OF0374'ROAD AND SITE OF BENCH MARK.
 OF0374'BENCH MARK IS ABOUT 135.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OF0374'A SMALL SCHOOL HOUSE, AND ACROSS ROAD. IT IS SET HORIZONTALLY IN
 OF0374'THE CENTER AND TOP OF THE WEST CONCRETE HEADWALL OF A 2.0 FOOT CAST
 OF0374'IRON PIPE CULVERT UNDER GRAVEL ROAD, 37.0 FEET SOUTH OF AND ABOUT
 OF0374'LEVEL WITH THE PAVEMENT, 13.6 FEET WEST OF THE CENTER LINE OF
 OF0374'GRAVEL ROAD.
 OF0374
 OF0374                          STATION RECOVERY (1995)
 OF0374
 OF0374'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0401 ***********************************************************************
 OF0401  DESIGNATION -  E 172
 OF0401  PID         -  OF0401
 OF0401  STATE/COUNTY-  NY/ONONDAGA
 OF0401  USGS QUAD   -  BALDWINSVILLE (1978)
 OF0401
 OF0401                         *CURRENT SURVEY CONTROL
 OF0401  ___________________________________________________________________
 OF0401* NAD 83(1986)-  43 10 01.     (N)    076 18 13.     (W)     SCALED    
 OF0401* NAVD 88     -       133.420  (meters)     437.73   (feet)  ADJUSTED  
 OF0401  ___________________________________________________________________
 OF0401  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OF0401  DYNAMIC HT  -         133.389 (meters)     437.63  (feet)  COMP
 OF0401  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 OF0401
 OF0401  VERT ORDER  -  SECOND    CLASS 0
 OF0401
 OF0401.The horizontal coordinates were scaled from a topographic map and have
 OF0401.an estimated accuracy of +/- 6 seconds.
 OF0401
 OF0401.The orthometric height was determined by differential leveling
 OF0401.and adjusted by the National Geodetic Survey in June 1991..
 OF0401
 OF0401.The geoid height was determined by GEOID03.
 OF0401
 OF0401.The dynamic height is computed by dividing the NAVD 88
 OF0401.geopotential number by the normal gravity value computed on the
 OF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0401.degrees latitude (g = 980.6199 gals.).
 OF0401
 OF0401.The modeled gravity was interpolated from observed gravity values.
 OF0401
 OF0401;                    North         East    Units  Estimated Accuracy
 OF0401;SPC NY C     -   351,750.      272,750.      MT  (+/- 180 meters Scaled)
 OF0401
 OF0401                          SUPERSEDED SURVEY CONTROL
 OF0401
 OF0401  NGVD 29 (??/??/92)  133.598  (m)          438.31   (f) ADJ UNCH    2 0
 OF0401
 OF0401.Superseded values are not recommended for survey control.
 OF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0401.See file dsdata.txt to determine how the superseded data were derived.
 OF0401
 OF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN940801(NAD 83)
 OF0401_MARKER: DB = BENCH MARK DISK
 OF0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0401_SP_SET: CULVERT
 OF0401_STAMPING: E 172 1942
 OF0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0401
 OF0401  HISTORY     - Date     Condition        Report By
 OF0401  HISTORY     - 1942     MONUMENTED       CGS
 OF0401  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 OF0401
 OF0401                          STATION DESCRIPTION
 OF0401
 OF0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0401'1.8 MI E FROM BALDWINSVILLE.
 OF0401'TO REACH FROM THE POST OFFICE AT BALDWINSVILLE, PROCEED 1.8 MILE
 OF0401'EAST ALONG STATE HIGHWAY NO. 31 TO A CONCRETE AND IRON PIPE CULVERT
 OF0401'UNDER HIGHWAY AND SITE OF BENCH MARK.
 OF0401'BENCH MARK IS ABOUT 300.0 FEET EAST OF AND ACROSS ROAD FROM A LARGE
 OF0401'TWO STORY WHITE HOUSE. IT IS SET HORIZONTALLY IN THE CENTER AND TOP
 OF0401'OF THE SOUTH CONCRETE HEADWALL OF A 2.0 FEET IRON PIPE CULVERT
 OF0401'UNDER HIGHWAY, AND ABOUT 21.0 FEET SOUTH OF AND 4.0 FEET BELOW THE
 OF0401'CENTER LINE OF PAVEMENT.
 OF0401
 OF0401                          STATION RECOVERY (1971)
 OF0401
 OF0401'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 OF0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0913 ***********************************************************************
 NB0913  DESIGNATION -  E 173
 NB0913  PID         -  NB0913
 NB0913  STATE/COUNTY-  NY/ONTARIO
 NB0913  USGS QUAD   -  STANLEY (1952)
 NB0913
 NB0913                         *CURRENT SURVEY CONTROL
 NB0913  ___________________________________________________________________
 NB0913* NAD 83(1986)-  42 52 06.     (N)    077 01 50.     (W)     SCALED    
 NB0913* NAVD 88     -       214.668  (meters)     704.29   (feet)  ADJUSTED  
 NB0913  ___________________________________________________________________
 NB0913  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NB0913  DYNAMIC HT  -         214.607 (meters)     704.09  (feet)  COMP
 NB0913  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 NB0913
 NB0913  VERT ORDER  -  SECOND    CLASS 0
 NB0913
 NB0913.The horizontal coordinates were scaled from a topographic map and have
 NB0913.an estimated accuracy of +/- 6 seconds.
 NB0913
 NB0913.The orthometric height was determined by differential leveling
 NB0913.and adjusted by the National Geodetic Survey in June 1991..
 NB0913
 NB0913.The geoid height was determined by GEOID03.
 NB0913
 NB0913.The dynamic height is computed by dividing the NAVD 88
 NB0913.geopotential number by the normal gravity value computed on the
 NB0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0913.degrees latitude (g = 980.6199 gals.).
 NB0913
 NB0913.The modeled gravity was interpolated from observed gravity values.
 NB0913
 NB0913;                    North         East    Units  Estimated Accuracy
 NB0913;SPC NY C     -   318,640.      213,460.      MT  (+/- 180 meters Scaled)
 NB0913
 NB0913                          SUPERSEDED SURVEY CONTROL
 NB0913
 NB0913  NGVD 29 (??/??/92)  214.816  (m)          704.78   (f) ADJ UNCH    2 0
 NB0913
 NB0913.Superseded values are not recommended for survey control.
 NB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0913.See file dsdata.txt to determine how the superseded data were derived.
 NB0913
 NB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN341481(NAD 83)
 NB0913_MARKER: DB = BENCH MARK DISK
 NB0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0913_STAMPING: E 173 1942
 NB0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0913+STABILITY: SURFACE MOTION
 NB0913
 NB0913  HISTORY     - Date     Condition        Report By
 NB0913  HISTORY     - 1942     MONUMENTED       CGS
 NB0913  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0913  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0913  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 NB0913
 NB0913                          STATION DESCRIPTION
 NB0913
 NB0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0913'2.7 MI SW FROM GENEVA.
 NB0913'TO REACH FROM THE LEHIGH VALLEY RAILROAD STATION AT GENEVA, PROCEED
 NB0913'2.7 MILES SOUTHWESTERLY ALONG THE GENEVA TO NAPLES BRANCH OF THE
 NB0913'LEHIGH VALLEY RAILROAD TO A PRIVATE ROAD CROSSING AND SITE OF
 NB0913'BENCH MARK. BENCH MARK IS ABOUT 0.2 MILE WEST OF MILE POST NO. 347.
 NB0913'IT IS 19.0 FEET NORTH OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE
 NB0913'OF TRACK, 15.0 FEET EAST OF A PRIVATE ROAD. 12.0 FEET SOUTH OF
 NB0913'RIGHT OF WAY FENCE, 2.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 NB0913'POST. MONUMENT PROJECTS 0.6 FOOT.
 NB0913
 NB0913                          STATION RECOVERY (1985)
 NB0913
 NB0913'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0913'MARK NOT FOUND.
 NB0913
 NB0913                          STATION RECOVERY (1985)
 NB0913
 NB0913'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0913'MARK NOT FOUND.
 NB0913
 NB0913                          STATION RECOVERY (2001)
 NB0913
 NB0913'RECOVERY NOTE BY US POWER SQUADRON 2001 (DB)
 NB0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0694 ***********************************************************************
 NB0694  DESIGNATION -  E 174
 NB0694  PID         -  NB0694
 NB0694  STATE/COUNTY-  NY/SENECA
 NB0694  USGS QUAD   -  LODI (1942)
 NB0694
 NB0694                         *CURRENT SURVEY CONTROL
 NB0694  ___________________________________________________________________
 NB0694* NAD 83(1986)-  42 34 21.     (N)    076 51 49.     (W)     SCALED    
 NB0694* NAVD 88     -       254.390  (meters)     834.61   (feet)  ADJUSTED  
 NB0694  ___________________________________________________________________
 NB0694  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NB0694  DYNAMIC HT  -         254.311 (meters)     834.35  (feet)  COMP
 NB0694  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 NB0694
 NB0694  VERT ORDER  -  SECOND    CLASS 0
 NB0694
 NB0694.The horizontal coordinates were scaled from a topographic map and have
 NB0694.an estimated accuracy of +/- 6 seconds.
 NB0694
 NB0694.The orthometric height was determined by differential leveling
 NB0694.and adjusted by the National Geodetic Survey in June 1991..
 NB0694
 NB0694.The geoid height was determined by GEOID03.
 NB0694
 NB0694.The dynamic height is computed by dividing the NAVD 88
 NB0694.geopotential number by the normal gravity value computed on the
 NB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0694.degrees latitude (g = 980.6199 gals.).
 NB0694
 NB0694.The modeled gravity was interpolated from observed gravity values.
 NB0694
 NB0694;                    North         East    Units  Estimated Accuracy
 NB0694;SPC NY C     -   285,720.      226,990.      MT  (+/- 180 meters Scaled)
 NB0694
 NB0694                          SUPERSEDED SURVEY CONTROL
 NB0694
 NB0694  NGVD 29 (??/??/92)  254.571  (m)          835.21   (f) ADJ UNCH    2 0
 NB0694
 NB0694.Superseded values are not recommended for survey control.
 NB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0694.See file dsdata.txt to determine how the superseded data were derived.
 NB0694
 NB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN470150(NAD 83)
 NB0694_MARKER: DB = BENCH MARK DISK
 NB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0694_STAMPING: E 174 1942
 NB0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0694+STABILITY: SURFACE MOTION
 NB0694
 NB0694  HISTORY     - Date     Condition        Report By
 NB0694  HISTORY     - 1942     MONUMENTED       CGS
 NB0694  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0694
 NB0694                          STATION DESCRIPTION
 NB0694
 NB0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0694'0.4 MI N FROM CAYWOOD.
 NB0694'0.4 MILE NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 NB0694'AT CAYWOOD, SENECA COUNTY, 210 FEET NORTHWEST OF MILEPOST 320, IN
 NB0694'THE SOUTHWEST ANGLE OF A PRIVATE-ROAD CROSSING, 40.6 FEET WEST OF
 NB0694'THE CENTERLINE OF THE WEST TRACK, 2 FEET SOUTHEAST OF A RIGHT-OF-WAY
 NB0694'FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 NB0694'WITH THE TRACK. A STANDARD DISK, STAMPED E 174 1942 AND SET IN THE
 NB0694'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 NB0694
 NB0694                          STATION RECOVERY (1985)
 NB0694
 NB0694'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0755 ***********************************************************************
 NB0755  DESIGNATION -  E 175
 NB0755  PID         -  NB0755
 NB0755  STATE/COUNTY-  NY/SENECA
 NB0755  USGS QUAD   -  OVID (1970)
 NB0755
 NB0755                         *CURRENT SURVEY CONTROL
 NB0755  ___________________________________________________________________
 NB0755* NAD 83(1986)-  42 40 58.     (N)    076 45 18.     (W)     SCALED    
 NB0755* NAVD 88     -       208.406  (meters)     683.75   (feet)  ADJUSTED  
 NB0755  ___________________________________________________________________
 NB0755  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NB0755  DYNAMIC HT  -         208.346 (meters)     683.55  (feet)  COMP
 NB0755  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 NB0755
 NB0755  VERT ORDER  -  SECOND    CLASS 0
 NB0755
 NB0755.The horizontal coordinates were scaled from a topographic map and have
 NB0755.an estimated accuracy of +/- 6 seconds.
 NB0755
 NB0755.The orthometric height was determined by differential leveling
 NB0755.and adjusted by the National Geodetic Survey in June 1991..
 NB0755
 NB0755.The geoid height was determined by GEOID03.
 NB0755
 NB0755.The dynamic height is computed by dividing the NAVD 88
 NB0755.geopotential number by the normal gravity value computed on the
 NB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0755.degrees latitude (g = 980.6199 gals.).
 NB0755
 NB0755.The modeled gravity was interpolated from observed gravity values.
 NB0755
 NB0755;                    North         East    Units  Estimated Accuracy
 NB0755;SPC NY C     -   297,950.      235,930.      MT  (+/- 180 meters Scaled)
 NB0755
 NB0755                          SUPERSEDED SURVEY CONTROL
 NB0755
 NB0755  NGVD 29 (??/??/92)  208.592  (m)          684.36   (f) ADJ UNCH    2 0
 NB0755
 NB0755.Superseded values are not recommended for survey control.
 NB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0755.See file dsdata.txt to determine how the superseded data were derived.
 NB0755
 NB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN562270(NAD 83)
 NB0755_MARKER: DB = BENCH MARK DISK
 NB0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0755_SP_SET: CULVERT
 NB0755_STAMPING: E 175 1942
 NB0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0755
 NB0755  HISTORY     - Date     Condition        Report By
 NB0755  HISTORY     - 1942     MONUMENTED       CGS
 NB0755  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0755  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0755  HISTORY     - 19981007 MARK NOT FOUND   USPSQD
 NB0755
 NB0755                          STATION DESCRIPTION
 NB0755
 NB0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0755'3.8 MI NE FROM OVID.
 NB0755'TO REACH FROM OVID POST OFFICE PROCEED 0.4 MILE ALONG STATE HIGHWAY
 NB0755'414 TO AN ASPHALT ROAD LEADING EAST, THENCE CONTINUE ON ASPHALT ROAD
 NB0755'3.4 MILES EAST TO CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK
 NB0755'IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE NORTH CONCRETE HEAD
 NB0755'WALL OF THE 2.0 FOOT IRON PIPE CULVERT UNDER THE ASPHALT ROAD. IT IS
 NB0755'ABOUT 100.0 YARDS WEST OF AND ACROSS THE ROAD FROM A LARGE WHITE
 NB0755'FARM HOUSE, 14.0 FEET NORTH OF, AND ABOUT LEVEL WITH THE CENTER LINE
 NB0755'OF THE ROAD. STAMPED E 175 1942.
 NB0755
 NB0755                          STATION RECOVERY (1985)
 NB0755
 NB0755'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0755'MARK NOT FOUND.
 NB0755
 NB0755                          STATION RECOVERY (1985)
 NB0755
 NB0755'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0755'MARK NOT FOUND.
 NB0755
 NB0755                          STATION RECOVERY (1998)
 NB0755
 NB0755'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0756 ***********************************************************************
 NB0756  DESIGNATION -  E 175 RESET 1956
 NB0756  PID         -  NB0756
 NB0756  STATE/COUNTY-  NY/SENECA
 NB0756  USGS QUAD   -  OVID (1970)
 NB0756
 NB0756                         *CURRENT SURVEY CONTROL
 NB0756  ___________________________________________________________________
 NB0756* NAD 83(1986)-  42 40 58.     (N)    076 45 18.     (W)     SCALED    
 NB0756* NAVD 88     -       208.15   (+/-2cm)     682.9    (feet)  VERTCON   
 NB0756  ___________________________________________________________________
 NB0756  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NB0756
 NB0756  VERT ORDER  -  THIRD (See Below)
 NB0756
 NB0756.The horizontal coordinates were scaled from a topographic map and have
 NB0756.an estimated accuracy of +/- 6 seconds.
 NB0756
 NB0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 NB0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NB0756.The vertical order pertains to the NGVD 29 superseded value.
 NB0756
 NB0756.The geoid height was determined by GEOID03.
 NB0756
 NB0756;                    North         East    Units  Estimated Accuracy
 NB0756;SPC NY C     -   297,950.      235,930.      MT  (+/- 180 meters Scaled)
 NB0756
 NB0756                          SUPERSEDED SURVEY CONTROL
 NB0756
 NB0756  NGVD 29 (09/01/04)  208.34   (m)          683.5    (f) RESET       3  
 NB0756
 NB0756.Superseded values are not recommended for survey control.
 NB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0756.See file dsdata.txt to determine how the superseded data were derived.
 NB0756
 NB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN562270(NAD 83)
 NB0756_MARKER: DB = BENCH MARK DISK
 NB0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0756_SP_SET: CULVERT
 NB0756_STAMPING: E 175 RESET 1956
 NB0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0756
 NB0756  HISTORY     - Date     Condition        Report By
 NB0756  HISTORY     - 1956     MONUMENTED       CGS
 NB0756  HISTORY     - 1989     GOOD             USPSQD
 NB0756  HISTORY     - 20011107 GOOD             USPSQD
 NB0756  HISTORY     - 20050926 GOOD             USPSQD
 NB0756
 NB0756                          STATION DESCRIPTION
 NB0756
 NB0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NB0756'0.4 MI N FROM OVID.
 NB0756'0.4 MILE NORTH ALONG STATE HIGHWAY 414 FROM THE POST
 NB0756'OFFICE AT OVID, SENECA COUNTY, THENCE 2.4 MILES EAST ALONG ROUTE 96A
 NB0756'TO ITS INTERSECTION WITH COUNTY HIGHWAY 138, CONTINUE EAST 1.0 MILE
 NB0756'ON HIGHWAY 138. AT A 24-INCH CONCRETE PIPE CULVERT, 100 YARDS WEST
 NB0756'ACROSS THE ROAD FROM A LARGE WHITE HOUSE, 28 FEET NORTH OF THE
 NB0756'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET LOWER THAN THE ROAD. A
 NB0756'STANDARD DISK, STAMPED E 175 RESET 1956 AND SET IN THE CENTER OF THE
 NB0756'TOP OF THE NORTH CONCRETE HEADWALL.
 NB0756
 NB0756                          STATION RECOVERY (1989)
 NB0756
 NB0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0756'RECOVERED IN GOOD CONDITION.
 NB0756
 NB0756                          STATION RECOVERY (2001)
 NB0756
 NB0756'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0756'RECOVERED IN GOOD CONDITION.
 NB0756
 NB0756                          STATION RECOVERY (2005)
 NB0756
 NB0756'RECOVERY NOTE BY US POWER SQUADRON 2005
 NB0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0054 ***********************************************************************
 NB0054  DESIGNATION -  E 176
 NB0054  PID         -  NB0054
 NB0054  STATE/COUNTY-  NY/CAYUGA
 NB0054  USGS QUAD   -  OWASCO (1976)
 NB0054
 NB0054                         *CURRENT SURVEY CONTROL
 NB0054  ___________________________________________________________________
 NB0054* NAD 83(1986)-  42 46 27.     (N)    076 23 04.     (W)     SCALED    
 NB0054* NAVD 88     -       353.709  (meters)    1160.46   (feet)  ADJUSTED  
 NB0054  ___________________________________________________________________
 NB0054  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NB0054  DYNAMIC HT  -         353.596 (meters)    1160.09  (feet)  COMP
 NB0054  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NB0054
 NB0054  VERT ORDER  -  SECOND    CLASS 0
 NB0054
 NB0054.The horizontal coordinates were scaled from a topographic map and have
 NB0054.an estimated accuracy of +/- 6 seconds.
 NB0054
 NB0054.The orthometric height was determined by differential leveling
 NB0054.and adjusted by the National Geodetic Survey in June 1991..
 NB0054
 NB0054.The geoid height was determined by GEOID03.
 NB0054
 NB0054.The dynamic height is computed by dividing the NAVD 88
 NB0054.geopotential number by the normal gravity value computed on the
 NB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0054.degrees latitude (g = 980.6199 gals.).
 NB0054
 NB0054.The modeled gravity was interpolated from observed gravity values.
 NB0054
 NB0054;                    North         East    Units  Estimated Accuracy
 NB0054;SPC NY C     -   308,100.      266,280.      MT  (+/- 180 meters Scaled)
 NB0054
 NB0054                          SUPERSEDED SURVEY CONTROL
 NB0054
 NB0054  NGVD 29 (??/??/92)  353.842  (m)         1160.90   (f) ADJ UNCH    2 0
 NB0054
 NB0054.Superseded values are not recommended for survey control.
 NB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0054.See file dsdata.txt to determine how the superseded data were derived.
 NB0054
 NB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN867366(NAD 83)
 NB0054_MARKER: DB = BENCH MARK DISK
 NB0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0054_SP_SET: BRIDGE
 NB0054_STAMPING: E 176 1942
 NB0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0054
 NB0054  HISTORY     - Date     Condition        Report By
 NB0054  HISTORY     - 1942     MONUMENTED       CGS
 NB0054  HISTORY     - 1990     GOOD             USPSQD
 NB0054
 NB0054                          STATION DESCRIPTION
 NB0054
 NB0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0054'5.8 MI NE FROM MORAVIA.
 NB0054'TO REACH FROM THE POST OFFICE IN MORAVIA--PROCEED 5.8 MILES NORTHEAST
 NB0054'ON STATE HIGHWAY NO. 38A TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0054'0.1 MILE SOUTH OF A SCHOOL HOUSE AND A SIDE ROAD INTERSECTION LEADING
 NB0054'EAST, AND 14.5 FEET EAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE
 NB0054'OF HIGHWAY. IT IS SET HORIZONTALLY IN THE SOUTH WING OF THE EAST
 NB0054'HEADWALL OF A SMALL CONCRETE BRIDGE. A STANDARD DISK, STAMPED
 NB0054'E 176 1942.
 NB0054
 NB0054                          STATION RECOVERY (1990)
 NB0054
 NB0054'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0117 ***********************************************************************
 NB0117  DESIGNATION -  E 177
 NB0117  PID         -  NB0117
 NB0117  STATE/COUNTY-  NY/CORTLAND
 NB0117  USGS QUAD   -  HOMER (1978)
 NB0117
 NB0117                         *CURRENT SURVEY CONTROL
 NB0117  ___________________________________________________________________
 NB0117* NAD 83(1986)-  42 38 48.     (N)    076 11 29.     (W)     SCALED    
 NB0117* NAVD 88     -       353.948  (meters)    1161.24   (feet)  ADJUSTED  
 NB0117  ___________________________________________________________________
 NB0117  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 NB0117  DYNAMIC HT  -         353.830 (meters)    1160.86  (feet)  COMP
 NB0117  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 NB0117
 NB0117  VERT ORDER  -  SECOND    CLASS 0
 NB0117
 NB0117.The horizontal coordinates were scaled from a topographic map and have
 NB0117.an estimated accuracy of +/- 6 seconds.
 NB0117
 NB0117.The orthometric height was determined by differential leveling
 NB0117.and adjusted by the National Geodetic Survey in June 1991..
 NB0117
 NB0117.The geoid height was determined by GEOID03.
 NB0117
 NB0117.The dynamic height is computed by dividing the NAVD 88
 NB0117.geopotential number by the normal gravity value computed on the
 NB0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0117.degrees latitude (g = 980.6199 gals.).
 NB0117
 NB0117.The modeled gravity was interpolated from observed gravity values.
 NB0117
 NB0117;                    North         East    Units  Estimated Accuracy
 NB0117;SPC NY C     -   294,000.      282,140.      MT  (+/- 180 meters Scaled)
 NB0117
 NB0117                          SUPERSEDED SURVEY CONTROL
 NB0117
 NB0117  NGVD 29 (??/??/92)  354.087  (m)         1161.70   (f) ADJ UNCH    2 0
 NB0117
 NB0117.Superseded values are not recommended for survey control.
 NB0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0117.See file dsdata.txt to determine how the superseded data were derived.
 NB0117
 NB0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN023222(NAD 83)
 NB0117_MARKER: DB = BENCH MARK DISK
 NB0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0117_SP_SET: CULVERT
 NB0117_STAMPING: E 177 1942
 NB0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0117
 NB0117  HISTORY     - Date     Condition        Report By
 NB0117  HISTORY     - 1942     MONUMENTED       CGS
 NB0117  HISTORY     - 19910110 MARK NOT FOUND   USPSQD
 NB0117
 NB0117                          STATION DESCRIPTION
 NB0117
 NB0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0117'1.0 MI NW FROM HOMER.
 NB0117'TO REACH FROM THE POST OFFICE IN HOMER-- PROCEED 1.0 MILE NORTHWEST
 NB0117'ON STATE HIGHWAY NO. 41 TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 NB0117'300.0 FEET SOUTHEAST OF A LARGE RED BRICK HOUSE, AND 26.0 FEET
 NB0117'NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF HIGHWAY. IT
 NB0117'IS SET HORIZONTALLY IN THE CENTER OF THE NORTHEAST HEADWALL OF A
 NB0117'CONCRETE CULVERT. A STANDARD DISK, STAMPED E 177 1942.
 NB0117
 NB0117                          STATION RECOVERY (1991)
 NB0117
 NB0117'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0101 ***********************************************************************
 NB0101  DESIGNATION -  E 178
 NB0101  PID         -  NB0101
 NB0101  STATE/COUNTY-  NY/ONONDAGA
 NB0101  USGS QUAD   -  SPAFFORD (1955)
 NB0101
 NB0101                         *CURRENT SURVEY CONTROL
 NB0101  ___________________________________________________________________
 NB0101* NAD 83(1986)-  42 51 05.     (N)    076 15 22.     (W)     SCALED    
 NB0101* NAVD 88     -       248.978  (meters)     816.86   (feet)  ADJUSTED  
 NB0101  ___________________________________________________________________
 NB0101  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NB0101  DYNAMIC HT  -         248.907 (meters)     816.62  (feet)  COMP
 NB0101  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 NB0101
 NB0101  VERT ORDER  -  SECOND    CLASS 0
 NB0101
 NB0101.The horizontal coordinates were scaled from a topographic map and have
 NB0101.an estimated accuracy of +/- 6 seconds.
 NB0101
 NB0101.The orthometric height was determined by differential leveling
 NB0101.and adjusted by the National Geodetic Survey in June 1991..
 NB0101
 NB0101.The geoid height was determined by GEOID03.
 NB0101
 NB0101.The dynamic height is computed by dividing the NAVD 88
 NB0101.geopotential number by the normal gravity value computed on the
 NB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0101.degrees latitude (g = 980.6199 gals.).
 NB0101
 NB0101.The modeled gravity was interpolated from observed gravity values.
 NB0101
 NB0101;                    North         East    Units  Estimated Accuracy
 NB0101;SPC NY C     -   316,710.      276,750.      MT  (+/- 180 meters Scaled)
 NB0101
 NB0101                          SUPERSEDED SURVEY CONTROL
 NB0101
 NB0101  NGVD 29 (??/??/92)  249.121  (m)          817.32   (f) ADJ UNCH    2 0
 NB0101
 NB0101.Superseded values are not recommended for survey control.
 NB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0101.See file dsdata.txt to determine how the superseded data were derived.
 NB0101
 NB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN973450(NAD 83)
 NB0101_MARKER: DB = BENCH MARK DISK
 NB0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0101_SP_SET: CULVERT
 NB0101_STAMPING: E 178 1942
 NB0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0101
 NB0101  HISTORY     - Date     Condition        Report By
 NB0101  HISTORY     - 1942     MONUMENTED       CGS
 NB0101  HISTORY     - 19910419 MARK NOT FOUND   USPSQD
 NB0101
 NB0101                          STATION DESCRIPTION
 NB0101
 NB0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0101'9.8 MI NW FROM TULLY.
 NB0101'TO REACH FROM THE POST OFFICE IN TULLY-- PROCEED 7.8 MILES NORTHWEST
 NB0101'ON STATE HIGHWAY NO. 80 TO A CROSS ROAD INTERSECTION AT THE VILLAGE
 NB0101'OF OTISCO, THENCE GO 2.2 MILES WEST ON AN IMPROVED COUNTY ROAD TO THE
 NB0101'INTERSECTION OF A CONCRETE PAVED ROAD TO SITE OF BENCH MARK. BENCH
 NB0101'MARK IS ABOUT 54.0 EAST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE
 NB0101'OF A PAVED ROAD INTERSECTION RUNNING EAST AND WEST, AND 24.0 FEET
 NB0101'SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF A IMPROVED GRAVEL
 NB0101'ROAD. IT IS 13.0 FEET NORTH OF A FENCE CORNER, AND SET HORIZONTALLY
 NB0101'IN THE CENTER OF THE SOUTHWEST WING OF THE SOUTH HEADWALL OF A
 NB0101'CONCRETE CULVERT. A STANDARD DISK, STAMPED E 178 1942.
 NB0101
 NB0101                          STATION RECOVERY (1991)
 NB0101
 NB0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0250 ***********************************************************************
 OF0250  DESIGNATION -  E 179
 OF0250  PID         -  OF0250
 OF0250  STATE/COUNTY-  NY/ONONDAGA
 OF0250  USGS QUAD   -  CAMILLUS (1978)
 OF0250
 OF0250                         *CURRENT SURVEY CONTROL
 OF0250  ___________________________________________________________________
 OF0250* NAD 83(1986)-  43 00 30.     (N)    076 20 14.     (W)     SCALED    
 OF0250* NAVD 88     -       146.668  (meters)     481.19   (feet)  ADJUSTED  
 OF0250  ___________________________________________________________________
 OF0250  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OF0250  DYNAMIC HT  -         146.628 (meters)     481.06  (feet)  COMP
 OF0250  MODELED GRAV-     980,344.9   (mgal)                       NAVD 88
 OF0250
 OF0250  VERT ORDER  -  SECOND    CLASS 0
 OF0250
 OF0250.The horizontal coordinates were scaled from a topographic map and have
 OF0250.an estimated accuracy of +/- 6 seconds.
 OF0250
 OF0250.The orthometric height was determined by differential leveling
 OF0250.and adjusted by the National Geodetic Survey in June 1991..
 OF0250
 OF0250.The geoid height was determined by GEOID03.
 OF0250
 OF0250.The dynamic height is computed by dividing the NAVD 88
 OF0250.geopotential number by the normal gravity value computed on the
 OF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0250.degrees latitude (g = 980.6199 gals.).
 OF0250
 OF0250.The modeled gravity was interpolated from observed gravity values.
 OF0250
 OF0250;                    North         East    Units  Estimated Accuracy
 OF0250;SPC NY C     -   334,130.      270,060.      MT  (+/- 180 meters Scaled)
 OF0250
 OF0250                          SUPERSEDED SURVEY CONTROL
 OF0250
 OF0250  NGVD 29 (??/??/92)  146.826  (m)          481.71   (f) ADJ UNCH    2 0
 OF0250
 OF0250.Superseded values are not recommended for survey control.
 OF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0250.See file dsdata.txt to determine how the superseded data were derived.
 OF0250
 OF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN910626(NAD 83)
 OF0250_MARKER: DB = BENCH MARK DISK
 OF0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0250_SP_SET: BRIDGE ABUTMENT
 OF0250_STAMPING: E 179 1942
 OF0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0250
 OF0250  HISTORY     - Date     Condition        Report By
 OF0250  HISTORY     - 1942     MONUMENTED       CGS
 OF0250  HISTORY     - 19981024 MARK NOT FOUND   USPSQD
 OF0250
 OF0250                          STATION DESCRIPTION
 OF0250
 OF0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0250'2.0 MI N FROM MARCELLUS.
 OF0250'TO REACH FROM THE POST OFFICE IN MARCELLUS-- PROCEED 2.0 MILES NORTH
 OF0250'ON STATE HIGHWAY NO. 174 TO SITE OF BENCH MARK.
 OF0250'BENCH MARK IS ABOUT 0.2 MILE NORTH OF THE VILLAGE OF MARCELLUS
 OF0250'FALLS, ON THE WEST EDGE OF THE NINE MILE CREEK. IT IS 15.0 FEET EAST
 OF0250'OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF HIGHWAY AND SET
 OF0250'HORIZONTALLY IN THE NORTH ABUTMENT OF THE EAST HEADWALL OF A SMALL
 OF0250'CONCRETE BRIDGE.
 OF0250
 OF0250                          STATION RECOVERY (1998)
 OF0250
 OF0250'RECOVERY NOTE BY US POWER SQUADRON 1998
 OF0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0251 ***********************************************************************
 OF0251  DESIGNATION -  E 179 RESET 1964
 OF0251  PID         -  OF0251
 OF0251  STATE/COUNTY-  NY/ONONDAGA
 OF0251  USGS QUAD   -  CAMILLUS (1978)
 OF0251
 OF0251                         *CURRENT SURVEY CONTROL
 OF0251  ___________________________________________________________________
 OF0251* NAD 83(1986)-  43 00 30.     (N)    076 20 14.     (W)     SCALED    
 OF0251* NAVD 88     -       151.48   (+/-2cm)     497.0    (feet)  VERTCON   
 OF0251  ___________________________________________________________________
 OF0251  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OF0251
 OF0251  VERT ORDER  -  THIRD (See Below)
 OF0251
 OF0251.The horizontal coordinates were scaled from a topographic map and have
 OF0251.an estimated accuracy of +/- 6 seconds.
 OF0251
 OF0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0251.The vertical order pertains to the NGVD 29 superseded value.
 OF0251
 OF0251.The geoid height was determined by GEOID03.
 OF0251
 OF0251;                    North         East    Units  Estimated Accuracy
 OF0251;SPC NY C     -   334,130.      270,060.      MT  (+/- 180 meters Scaled)
 OF0251
 OF0251                          SUPERSEDED SURVEY CONTROL
 OF0251
 OF0251  NGVD 29 (??/??/??)  151.64   (m)          497.5    (f) RESET       3  
 OF0251
 OF0251.Superseded values are not recommended for survey control.
 OF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0251.See file dsdata.txt to determine how the superseded data were derived.
 OF0251
 OF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN910626(NAD 83)
 OF0251_MARKER: DB = BENCH MARK DISK
 OF0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0251_SP_SET: CULVERT
 OF0251_STAMPING: E 179 RESET 1964
 OF0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0251
 OF0251  HISTORY     - Date     Condition        Report By
 OF0251  HISTORY     - 1964     MONUMENTED       NYDPW
 OF0251  HISTORY     - 1965     GOOD             NGS
 OF0251
 OF0251                          STATION DESCRIPTION
 OF0251
 OF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OF0251'1.8 MI N FROM MARCELLUS.
 OF0251'TO REACH FROM THE INTERSSECTION OF MAIN AND NORTH STREETS
 OF0251'IN MARCELLUS-- PROCEED 1. 8 MILES NORTH ON STATE ROUTE NO. 174
 OF0251'TO SITE OF BENCH AT NORTH EDGE OF VILLAGE OF MARCELLUS FALLS,
 OF0251'ON THE NORTH EDGE OF NINE MILE CREEK. IT IS 21.0 FEET EAST AND ABOUT
 OF0251'1.4 FEET ABOVE THE CENTERLINE OF HIGHWAY AND SET HORIZONTALLY
 OF0251'IN THE NORTHEAST WINGWALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0014 ***********************************************************************
 NB0014  DESIGNATION -  E 180
 NB0014  PID         -  NB0014
 NB0014  STATE/COUNTY-  NY/ONONDAGA
 NB0014  USGS QUAD   -  SOUTH ONONDAGA (1973)
 NB0014
 NB0014                         *CURRENT SURVEY CONTROL
 NB0014  ___________________________________________________________________
 NB0014* NAD 83(1986)-  42 57 35.     (N)    076 14 44.     (W)     SCALED    
 NB0014* NAVD 88     -       197.428  (meters)     647.73   (feet)  ADJUSTED  
 NB0014  ___________________________________________________________________
 NB0014  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NB0014  DYNAMIC HT  -         197.372 (meters)     647.54  (feet)  COMP
 NB0014  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 NB0014
 NB0014  VERT ORDER  -  SECOND    CLASS 0
 NB0014
 NB0014.The horizontal coordinates were scaled from a topographic map and have
 NB0014.an estimated accuracy of +/- 6 seconds.
 NB0014
 NB0014.The orthometric height was determined by differential leveling
 NB0014.and adjusted by the National Geodetic Survey in June 1991..
 NB0014
 NB0014.The geoid height was determined by GEOID03.
 NB0014
 NB0014.The dynamic height is computed by dividing the NAVD 88
 NB0014.geopotential number by the normal gravity value computed on the
 NB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0014.degrees latitude (g = 980.6199 gals.).
 NB0014
 NB0014.The modeled gravity was interpolated from observed gravity values.
 NB0014
 NB0014;                    North         East    Units  Estimated Accuracy
 NB0014;SPC NY C     -   328,750.      277,560.      MT  (+/- 180 meters Scaled)
 NB0014
 NB0014                          SUPERSEDED SURVEY CONTROL
 NB0014
 NB0014  NGVD 29 (??/??/92)  197.585  (m)          648.24   (f) ADJ UNCH    2 0
 NB0014
 NB0014.Superseded values are not recommended for survey control.
 NB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0014.See file dsdata.txt to determine how the superseded data were derived.
 NB0014
 NB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN984570(NAD 83)
 NB0014_MARKER: DB = BENCH MARK DISK
 NB0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0014_SP_SET: CULVERT
 NB0014_STAMPING: E 180 1942
 NB0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0014
 NB0014  HISTORY     - Date     Condition        Report By
 NB0014  HISTORY     - 1942     MONUMENTED       CGS
 NB0014  HISTORY     - 19910419 GOOD             USPSQD
 NB0014
 NB0014                          STATION DESCRIPTION
 NB0014
 NB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0014'9.8 MI SW FROM SYRACUSE.
 NB0014'TO REACH FROM THE COURTHOUSE IN SYRACUSE--  PROCEED 7.6 MILES
 NB0014'SOUTHWEST ON STATE HIGHWAY NO. 175 TO PAVED COUNTY ROAD INTERSECTION,
 NB0014'THENCE GO 2.2 MILES SOUTH ON A CONCRETE PAVED ROAD TO SITE OF BENCH
 NB0014'MARK. BENCH MARK IS 57.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE
 NB0014'CENTERLINE OF A GRAVEL SIDE ROAD INTERSECTION LEADING EAST, AND 40.0
 NB0014'FEET WEST OF THE NORTHWEST CORNER OF A BROWN FRAME HOUSE. IT IS 19.0
 NB0014'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 NB0014'AND SET HORIZONTALLY IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE
 NB0014'CULVERT. A STANDARD DISK, STAMPED E 180 1942.
 NB0014
 NB0014                          STATION RECOVERY (1991)
 NB0014
 NB0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHS)
 NB0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0753 ***********************************************************************
 OE0753  DESIGNATION -  E 181
 OE0753  PID         -  OE0753
 OE0753  STATE/COUNTY-  NY/ONEIDA
 OE0753  USGS QUAD   -  NORTH WESTERN (1980)
 OE0753
 OE0753                         *CURRENT SURVEY CONTROL
 OE0753  ___________________________________________________________________
 OE0753* NAD 83(1986)-  43 20 47.     (N)    075 22 06.     (W)     SCALED    
 OE0753* NAVD 88     -       196.075  (meters)     643.29   (feet)  ADJUSTED  
 OE0753  ___________________________________________________________________
 OE0753  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 OE0753  DYNAMIC HT  -         196.026 (meters)     643.13  (feet)  COMP
 OE0753  MODELED GRAV-     980,367.7   (mgal)                       NAVD 88
 OE0753
 OE0753  VERT ORDER  -  SECOND    CLASS 0
 OE0753
 OE0753.The horizontal coordinates were scaled from a topographic map and have
 OE0753.an estimated accuracy of +/- 6 seconds.
 OE0753
 OE0753.The orthometric height was determined by differential leveling
 OE0753.and adjusted by the National Geodetic Survey in June 1991..
 OE0753
 OE0753.The geoid height was determined by GEOID03.
 OE0753
 OE0753.The dynamic height is computed by dividing the NAVD 88
 OE0753.geopotential number by the normal gravity value computed on the
 OE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0753.degrees latitude (g = 980.6199 gals.).
 OE0753
 OE0753.The modeled gravity was interpolated from observed gravity values.
 OE0753
 OE0753;                    North         East    Units  Estimated Accuracy
 OE0753;SPC NY C     -   372,370.      348,510.      MT  (+/- 180 meters Scaled)
 OE0753
 OE0753                          SUPERSEDED SURVEY CONTROL
 OE0753
 OE0753  NGVD 29 (??/??/92)  196.194  (m)          643.68   (f) ADJ UNCH    2 0
 OE0753
 OE0753.Superseded values are not recommended for survey control.
 OE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0753.See file dsdata.txt to determine how the superseded data were derived.
 OE0753
 OE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN701993(NAD 83)
 OE0753_MARKER: DB = BENCH MARK DISK
 OE0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0753_SP_SET: BRIDGE
 OE0753_STAMPING: E 181 1942
 OE0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0753
 OE0753  HISTORY     - Date     Condition        Report By
 OE0753  HISTORY     - 1942     MONUMENTED       CGS
 OE0753  HISTORY     - 1976     GOOD             NGS
 OE0753
 OE0753                          STATION DESCRIPTION
 OE0753
 OE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0753'3.5 MI N FROM WESTERNVILLE.
 OE0753'3.5 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE SCHOOL AT
 OE0753'WESTERNVILLE, ONEIDA COUNTY, 0.4 MILE NORTH OF NORTH WESTERN, AT A
 OE0753'STEEL BRIDGE OVER STRINGER BROOK, IN THE TOP OF THE WEST END OF THE
 OE0753'NORTH CONCRETE ABUTMENT, 21.7 FEET WEST OF THE CENTER LINE OF THE
 OE0753'HIGHWAY, 2 FEET WEST OF AN IRON GUARDRAIL, AND 0.5 FOOT HIGHER THAN
 OE0753'THE HIGHWAY.  A STANDARD DISK, STAMPED E 181 1942.
 OE0753
 OE0753                          STATION RECOVERY (1976)
 OE0753
 OE0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OE0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0598 ***********************************************************************
 OE0598  DESIGNATION -  E 182
 OE0598  PID         -  OE0598
 OE0598  STATE/COUNTY-  NY/LEWIS
 OE0598  USGS QUAD   -  CONSTABLEVILLE (1980)
 OE0598
 OE0598                         *CURRENT SURVEY CONTROL
 OE0598  ___________________________________________________________________
 OE0598* NAD 83(1986)-  43 33 13.     (N)    075 25 57.     (W)     SCALED    
 OE0598* NAVD 88     -       457.979  (meters)    1502.55   (feet)  ADJUSTED  
 OE0598  ___________________________________________________________________
 OE0598  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 OE0598  DYNAMIC HT  -         457.857 (meters)    1502.15  (feet)  COMP
 OE0598  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 OE0598
 OE0598  VERT ORDER  -  SECOND    CLASS 0
 OE0598
 OE0598.The horizontal coordinates were scaled from a topographic map and have
 OE0598.an estimated accuracy of +/- 6 seconds.
 OE0598
 OE0598.The orthometric height was determined by differential leveling
 OE0598.and adjusted by the National Geodetic Survey in June 1991..
 OE0598
 OE0598.The geoid height was determined by GEOID03.
 OE0598
 OE0598.The dynamic height is computed by dividing the NAVD 88
 OE0598.geopotential number by the normal gravity value computed on the
 OE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0598.degrees latitude (g = 980.6199 gals.).
 OE0598
 OE0598.The modeled gravity was interpolated from observed gravity values.
 OE0598
 OE0598;                    North         East    Units  Estimated Accuracy
 OE0598;SPC NY C     -   395,320.      342,990.      MT  (+/- 180 meters Scaled)
 OE0598
 OE0598                          SUPERSEDED SURVEY CONTROL
 OE0598
 OE0598  NGVD 29 (??/??/92)  458.082  (m)         1502.89   (f) ADJ UNCH    2 0
 OE0598
 OE0598.Superseded values are not recommended for survey control.
 OE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0598.See file dsdata.txt to determine how the superseded data were derived.
 OE0598
 OE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP650223(NAD 83)
 OE0598_MARKER: DB = BENCH MARK DISK
 OE0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0598_SP_SET: CULVERT
 OE0598_STAMPING: E 182 1942
 OE0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0598
 OE0598  HISTORY     - Date     Condition        Report By
 OE0598  HISTORY     - 1942     MONUMENTED       CGS
 OE0598
 OE0598                          STATION DESCRIPTION
 OE0598
 OE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0598'1.0 MI SW FROM CONSTABLEVILLE.
 OE0598'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE CATHOLIC CHURCH AT
 OE0598'CONSTABLEVILLE, LEWIS COUNTY, 450 FEET WEST OF A LARGE 2-STORY WHITE
 OE0598'FRAME HOUSE, IN FRONT OF AND 350 FEET NORTH OF A 2-STORY YELLOW FRAME
 OE0598'HOUSE, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 OE0598'HEAD WALL, AND 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OE0598'STAMPED E 182 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0665 ***********************************************************************
 OE0665  DESIGNATION -  E 184
 OE0665  PID         -  OE0665
 OE0665  STATE/COUNTY-  NY/ONEIDA
 OE0665  USGS QUAD   -  BOONVILLE (1955)
 OE0665
 OE0665                         *CURRENT SURVEY CONTROL
 OE0665  ___________________________________________________________________
 OE0665* NAD 83(1986)-  43 29 04.     (N)    075 19 52.     (W)     SCALED    
 OE0665* NAVD 88     -       341.346  (meters)    1119.90   (feet)  ADJUSTED  
 OE0665  ___________________________________________________________________
 OE0665  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 OE0665  DYNAMIC HT  -         341.259 (meters)    1119.61  (feet)  COMP
 OE0665  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 OE0665
 OE0665  VERT ORDER  -  FIRST     CLASS II
 OE0665
 OE0665.The horizontal coordinates were scaled from a topographic map and have
 OE0665.an estimated accuracy of +/- 6 seconds.
 OE0665
 OE0665.The orthometric height was determined by differential leveling
 OE0665.and adjusted by the National Geodetic Survey in June 1991..
 OE0665
 OE0665.The geoid height was determined by GEOID03.
 OE0665
 OE0665.The dynamic height is computed by dividing the NAVD 88
 OE0665.geopotential number by the normal gravity value computed on the
 OE0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0665.degrees latitude (g = 980.6199 gals.).
 OE0665
 OE0665.The modeled gravity was interpolated from observed gravity values.
 OE0665
 OE0665;                    North         East    Units  Estimated Accuracy
 OE0665;SPC NY C     -   387,750.      351,300.      MT  (+/- 180 meters Scaled)
 OE0665
 OE0665                          SUPERSEDED SURVEY CONTROL
 OE0665
 OE0665  NGVD 29 (??/??/92)  341.439  (m)         1120.20   (f) ADJ UNCH    1 2
 OE0665
 OE0665.Superseded values are not recommended for survey control.
 OE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0665.See file dsdata.txt to determine how the superseded data were derived.
 OE0665
 OE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP732146(NAD 83)
 OE0665_MARKER: DB = BENCH MARK DISK
 OE0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0665_SP_SET: CULVERT
 OE0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0665
 OE0665  HISTORY     - Date     Condition        Report By
 OE0665  HISTORY     - UNK      MONUMENTED       CGS
 OE0665  HISTORY     - 1942     GOOD             NGS
 OE0665  HISTORY     - 20050801 MARK NOT FOUND   NYDT
 OE0665
 OE0665                          STATION DESCRIPTION
 OE0665
 OE0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OE0665'IN BOONVILLE.
 OE0665'MARK IS 100.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NEW YORK
 OE0665'CENTRAL RAILROAD STATION AT BOONVILLE, 63.2 FEET NORTHEAST OF AND
 OE0665'ABOUT THE SAME ELEVATION OF THE CENTERLINE OF THE TRACK.  IT IS SET
 OE0665'HORIZONTALLY IN THE MIDDLE OF THE SOUTH HEADWALL OF A CONCRETE ROAD
 OE0665'CULVERT.
 OE0665
 OE0665                          STATION RECOVERY (2005)
 OE0665
 OE0665'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0666 ***********************************************************************
 OE0666  FBN         -  This is a Federal Base Network Control Station.
 OE0666  DESIGNATION -  E 184 RESET
 OE0666  PID         -  OE0666
 OE0666  STATE/COUNTY-  NY/ONEIDA
 OE0666  USGS QUAD   -  BOONVILLE (1955)
 OE0666
 OE0666                         *CURRENT SURVEY CONTROL
 OE0666  ___________________________________________________________________
 OE0666* NAD 83(1996)-  43 28 58.07361(N)    075 19 42.38408(W)     ADJUSTED  
 OE0666* NAVD 88     -       342.4    (meters)    1123.     (feet)  GPS OBS   
 OE0666  ___________________________________________________________________
 OE0666  X           -   1,174,052.255 (meters)                     COMP
 OE0666  Y           -  -4,484,288.313 (meters)                     COMP
 OE0666  Z           -   4,366,789.088 (meters)                     COMP
 OE0666  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 OE0666  ELLIP HEIGHT-         310.73  (meters)          (09/18/02) GPS OBS
 OE0666  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 OE0666
 OE0666  HORZ ORDER  -  B
 OE0666  VERT ORDER  -  THIRD (See Below)
 OE0666  ELLP ORDER  -  FOURTH    CLASS II
 OE0666
 OE0666.The horizontal coordinates were established by GPS observations
 OE0666.and adjusted by the National Geodetic Survey in July 1997..
 OE0666
 OE0666.The orthometric height was determined by GPS observations and a
 OE0666.high-resolution geoid model.
 OE0666.The vertical order pertains to the NGVD 29 superseded value.
 OE0666
 OE0666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OE0666
 OE0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 OE0666
 OE0666.The ellipsoidal height was determined by GPS observations
 OE0666.and is referenced to NAD 83.
 OE0666
 OE0666.The geoid height was determined by GEOID03.
 OE0666
 OE0666;                    North         East     Units Scale Factor Converg.
 OE0666;SPC NY C     -   387,569.380   351,514.511   MT  1.00006422   +0 51 49.0
 OE0666;SPC NY C     - 1,271,550.54  1,153,260.52   sFT  1.00006422   +0 51 49.0
 OE0666;UTM  18      - 4,814,483.374   473,439.942   MT  0.99960868   -0 13 33.6
 OE0666
 OE0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OE0666!SPC NY C     -   0.99995128  x   1.00006422  =   1.00001549
 OE0666!UTM  18      -   0.99995128  x   0.99960868  =   0.99955997
 OE0666
 OE0666                          SUPERSEDED SURVEY CONTROL
 OE0666
 OE0666  ELLIP H (07/24/97)  310.75   (m)                       GP(       ) 1 1
 OE0666  NAD 83(1992)-  43 28 58.07257(N)    075 19 42.38349(W) AD(       ) B
 OE0666  ELLIP H (08/31/95)  310.70   (m)                       GP(       ) 1 1
 OE0666  NGVD 29 (09/01/04)  342.47   (m)         1123.6    (f) RESET       3  
 OE0666
 OE0666.Superseded values are not recommended for survey control.
 OE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0666.See file dsdata.txt to determine how the superseded data were derived.
 OE0666
 OE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP7344014483(NAD 83)
 OE0666_MARKER: DD = SURVEY DISK
 OE0666_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OE0666_SP_SET: WING WALL
 OE0666_STAMPING: E 184 RESET 1959
 OE0666_MARK LOGO: CGS   
 OE0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0666+STABILITY: POSITION/ELEVATION WELL
 OE0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OE0666+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 OE0666
 OE0666  HISTORY     - Date     Condition        Report By
 OE0666  HISTORY     - 1959     MONUMENTED       NYDPW
 OE0666  HISTORY     - 1960     GOOD             NGS
 OE0666  HISTORY     - 19920602 GOOD             USPSQD
 OE0666  HISTORY     - 19940713 GOOD             NYDT
 OE0666  HISTORY     - 20010719 GOOD             NYDT
 OE0666  HISTORY     - 20020531 GOOD             USPSQD
 OE0666  HISTORY     - 20050415 GOOD             JCLS
 OE0666
 OE0666                          STATION DESCRIPTION
 OE0666
 OE0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OE0666'IN BOONVILLE.
 OE0666'THE MARK IS LOCATED ABOUT 800 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OE0666'OF THE NEW YORK CENTRAL R. R. STATION AT BOONVILLE, 36 FEET EAST OF
 OE0666'THE CENTERLINE OF N. Y. STATE ROUTE 12.  IT IS SET HORIZONTALLY IN THE
 OE0666'EASTERLY END OF THE SOUTHEAST WING WALL OF THE CONCRETE BRIDGE OVER
 OE0666'THE BARGE CANAL FEEDER. NOTE-- THE HEADWALL IN WHICH THIS MARK WAS
 OE0666'LOCATED SEEMED TO BE TIPPED BY FROST ACTION.
 OE0666
 OE0666                          STATION RECOVERY (1992)
 OE0666
 OE0666'RECOVERY NOTE BY US POWER SQUADRON 1992
 OE0666'RECOVERED IN GOOD CONDITION.
 OE0666
 OE0666                          STATION RECOVERY (1994)
 OE0666
 OE0666'RECOVERY NOTE BY NY DEPT OF TRANSP 1994 (RWB)
 OE0666'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF BOONVILLE IN THE
 OE0666'SOUTHEAST CONCRETE WING WALL OF A BRIDGE CARRYING STATE HIGHWAY 12
 OE0666'OVER A CREEK.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 OE0666' 
 OE0666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 12D ON
 OE0666'THE SOUTH SIDE OF BOONVILLE GO NORTH ON HIGHWAY 12 FOR 0.3 KM (0.2 MI)
 OE0666'TO THE STATION ON THE RIGHT AT ERWIN PARK.
 OE0666' 
 OE0666'THE STATION IS A STANDARD DISK SET IN THE SOUTHEAST CONCRETE WING WALL
 OE0666'OF A BRIDGE.  IT IS 12.28 M (40.29 FT) EAST OF THE CENTER OF THE
 OE0666'HIGHWAY, 10.5 M (34.4 FT) NORTHWEST OF AN 8 INCH BLUE SPRUCE, AND 13.6
 OE0666'M (44.6 FT) SOUTHWEST OF POLE VB7755/VVB17.
 OE0666
 OE0666                          STATION RECOVERY (2001)
 OE0666
 OE0666'RECOVERY NOTE BY NY DEPT OF TRANSP 2001 (DH)
 OE0666'RECOVERED AS DESCRIBED.
 OE0666'
 OE0666
 OE0666                          STATION RECOVERY (2002)
 OE0666
 OE0666'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0666'RECOVERED IN GOOD CONDITION.
 OE0666
 OE0666                          STATION RECOVERY (2005)
 OE0666
 OE0666'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 OE0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1093 ***********************************************************************
 OE1093  DESIGNATION -  E 185
 OE1093  PID         -  OE1093
 OE1093  STATE/COUNTY-  NY/ONEIDA
 OE1093  USGS QUAD   -  POINT ROCK (1955)
 OE1093
 OE1093                         *CURRENT SURVEY CONTROL
 OE1093  ___________________________________________________________________
 OE1093* NAD 83(1986)-  43 23 20.     (N)    075 33 26.     (W)     SCALED    
 OE1093* NAVD 88     -       305.386  (meters)    1001.92   (feet)  ADJUSTED  
 OE1093  ___________________________________________________________________
 OE1093  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 OE1093  DYNAMIC HT  -         305.308 (meters)    1001.66  (feet)  COMP
 OE1093  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 OE1093
 OE1093  VERT ORDER  -  SECOND    CLASS 0
 OE1093
 OE1093.The horizontal coordinates were scaled from a topographic map and have
 OE1093.an estimated accuracy of +/- 6 seconds.
 OE1093
 OE1093.The orthometric height was determined by differential leveling
 OE1093.and adjusted by the National Geodetic Survey in June 1991..
 OE1093
 OE1093.The geoid height was determined by GEOID03.
 OE1093
 OE1093.The dynamic height is computed by dividing the NAVD 88
 OE1093.geopotential number by the normal gravity value computed on the
 OE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1093.degrees latitude (g = 980.6199 gals.).
 OE1093
 OE1093.The modeled gravity was interpolated from observed gravity values.
 OE1093
 OE1093;                    North         East    Units  Estimated Accuracy
 OE1093;SPC NY C     -   376,880.      333,140.      MT  (+/- 180 meters Scaled)
 OE1093
 OE1093                          SUPERSEDED SURVEY CONTROL
 OE1093
 OE1093  NGVD 29 (??/??/92)  305.527  (m)         1002.38   (f) ADJ UNCH    2 0
 OE1093
 OE1093.Superseded values are not recommended for survey control.
 OE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1093.See file dsdata.txt to determine how the superseded data were derived.
 OE1093
 OE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP548041(NAD 83)
 OE1093_MARKER: DB = BENCH MARK DISK
 OE1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1093_SP_SET: BRIDGE
 OE1093_STAMPING: E 185 1942
 OE1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1093
 OE1093  HISTORY     - Date     Condition        Report By
 OE1093  HISTORY     - 1942     MONUMENTED       CGS
 OE1093
 OE1093                          STATION DESCRIPTION
 OE1093
 OE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1093'0.8 MI NW FROM POINT ROCK.
 OE1093'0.8 MILE NORTHWEST ALONG A COUNTY ROAD FROM THE WILLSON STORE AT POINT
 OE1093'ROCK, ONEIDA COUNTY, 0.1 MILE SOUTH OF A SCHOOLHOUSE, AT A BRIDGE OVER
 OE1093'FISH CREEK, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT,
 OE1093'15 FEET WEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD. A
 OE1093'STANDARD DISK, STAMPED E 185 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0722 ***********************************************************************
 OF0722  DESIGNATION -  E 186
 OF0722  PID         -  OF0722
 OF0722  STATE/COUNTY-  NY/CAYUGA
 OF0722  USGS QUAD   -  MONTEZUMA (1978)
 OF0722
 OF0722                         *CURRENT SURVEY CONTROL
 OF0722  ___________________________________________________________________
 OF0722* NAD 83(1986)-  43 02 04.     (N)    076 38 10.     (W)     SCALED    
 OF0722* NAVD 88     -       124.975  (meters)     410.02   (feet)  ADJUSTED  
 OF0722  ___________________________________________________________________
 OF0722  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OF0722  DYNAMIC HT  -         124.944 (meters)     409.92  (feet)  COMP
 OF0722  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 OF0722
 OF0722  VERT ORDER  -  SECOND    CLASS 0
 OF0722
 OF0722.The horizontal coordinates were scaled from a topographic map and have
 OF0722.an estimated accuracy of +/- 6 seconds.
 OF0722
 OF0722.The orthometric height was determined by differential leveling
 OF0722.and adjusted by the National Geodetic Survey in June 1991..
 OF0722
 OF0722.The geoid height was determined by GEOID03.
 OF0722
 OF0722.The dynamic height is computed by dividing the NAVD 88
 OF0722.geopotential number by the normal gravity value computed on the
 OF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0722.degrees latitude (g = 980.6199 gals.).
 OF0722
 OF0722.The modeled gravity was interpolated from observed gravity values.
 OF0722
 OF0722;                    North         East    Units  Estimated Accuracy
 OF0722;SPC NY C     -   337,000.      245,700.      MT  (+/- 180 meters Scaled)
 OF0722
 OF0722                          SUPERSEDED SURVEY CONTROL
 OF0722
 OF0722  NGVD 29 (??/??/92)  125.169  (m)          410.66   (f) ADJ UNCH    2 0
 OF0722
 OF0722.Superseded values are not recommended for survey control.
 OF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0722.See file dsdata.txt to determine how the superseded data were derived.
 OF0722
 OF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN667659(NAD 83)
 OF0722_STAMPING: E 186 1942
 OF0722
 OF0722  HISTORY     - Date     Condition        Report By
 OF0722  HISTORY     - 1942     MONUMENTED       CGS
 OF0722  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 OF0722
 OF0722                          STATION DESCRIPTION
 OF0722
 OF0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0722'0.5 MI SW FROM PORT BYRON.
 OF0722'TO REACH FROM THE HIGH SCHOOL AT PORT BYRON, PROCEED SOUTHWESTERLY
 OF0722'ON STATE HIGHWAY NO.31, GO 0.5 MILE TO A LONG CURVE AND SITE OF
 OF0722'BENCH MARK.
 OF0722'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTHEAST END OF THE
 OF0722'NORTHWEST HEADWALL OF THE CONCRETE CULVERT, IT IS 36 FEET NORTHWEST
 OF0722'OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF THE HIGHWAY, AND ON
 OF0722'THE OUTSIDE OF THE CURVE.
 OF0722
 OF0722                          STATION RECOVERY (1994)
 OF0722
 OF0722'RECOVERY NOTE BY US POWER SQUADRON 1994
 OF0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0723 ***********************************************************************
 OF0723  DESIGNATION -  E 186 RESET 1953
 OF0723  PID         -  OF0723
 OF0723  STATE/COUNTY-  NY/CAYUGA
 OF0723  USGS QUAD   -  MONTEZUMA (1978)
 OF0723
 OF0723                         *CURRENT SURVEY CONTROL
 OF0723  ___________________________________________________________________
 OF0723* NAD 83(1986)-  43 02 04.     (N)    076 38 10.     (W)     SCALED    
 OF0723* NAVD 88     -       125.04   (+/-2cm)     410.2    (feet)  VERTCON   
 OF0723  ___________________________________________________________________
 OF0723  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OF0723
 OF0723  VERT ORDER  -  THIRD (See Below)
 OF0723
 OF0723.The horizontal coordinates were scaled from a topographic map and have
 OF0723.an estimated accuracy of +/- 6 seconds.
 OF0723
 OF0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 OF0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OF0723.The vertical order pertains to the NGVD 29 superseded value.
 OF0723
 OF0723.The geoid height was determined by GEOID03.
 OF0723
 OF0723;                    North         East    Units  Estimated Accuracy
 OF0723;SPC NY C     -   337,000.      245,700.      MT  (+/- 180 meters Scaled)
 OF0723
 OF0723                          SUPERSEDED SURVEY CONTROL
 OF0723
 OF0723  NGVD 29 (??/??/??)  125.23   (m)          410.9    (f) RESET       3  
 OF0723
 OF0723.Superseded values are not recommended for survey control.
 OF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0723.See file dsdata.txt to determine how the superseded data were derived.
 OF0723
 OF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN667659(NAD 83)
 OF0723_MARKER: DB = BENCH MARK DISK
 OF0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0723_SP_SET: CULVERT
 OF0723_STAMPING: E 186 RESET 1953
 OF0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0723
 OF0723  HISTORY     - Date     Condition        Report By
 OF0723  HISTORY     - 1953     MONUMENTED       NYDPW
 OF0723  HISTORY     - 1969     GOOD             KONSKI
 OF0723  HISTORY     - 1987     GOOD             USPSQD
 OF0723  HISTORY     - 1990     GOOD             USPSQD
 OF0723
 OF0723                          STATION DESCRIPTION
 OF0723
 OF0723'DESCRIBED BY NY DEPT OF PUB WORKS 1953
 OF0723'0.5 MI SW FROM PORT BYRON.
 OF0723'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 OF0723'PORT BYRON, CAYUGA COUNTY, ON THE OUTSIDE OF A LONG CURVE, AT A
 OF0723'CONCRETE-PIPE CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST
 OF0723'HEAD WALL, 52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 OF0723'5 FEET LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED E 186 RESET
 OF0723'1953.
 OF0723
 OF0723                          STATION RECOVERY (1969)
 OF0723
 OF0723'RECOVERY NOTE BY KONSKI ENGINEERS 1969
 OF0723'RECOVERED IN GOOD CONDITION.
 OF0723
 OF0723                          STATION RECOVERY (1987)
 OF0723
 OF0723'RECOVERY NOTE BY US POWER SQUADRON 1987 (ESR)
 OF0723'RECOVERED IN GOOD CONDITION.
 OF0723
 OF0723                          STATION RECOVERY (1990)
 OF0723
 OF0723'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0436 ***********************************************************************
 OF0436  DESIGNATION -  E 187
 OF0436  PID         -  OF0436
 OF0436  STATE/COUNTY-  NY/OSWEGO
 OF0436  USGS QUAD   -  NEW HAVEN (1982)
 OF0436
 OF0436                         *CURRENT SURVEY CONTROL
 OF0436  ___________________________________________________________________
 OF0436* NAD 83(1986)-  43 28 40.     (N)    076 19 31.     (W)     SCALED    
 OF0436* NAVD 88     -       124.731  (meters)     409.22   (feet)  ADJUSTED  
 OF0436  ___________________________________________________________________
 OF0436  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OF0436  DYNAMIC HT  -         124.704 (meters)     409.13  (feet)  COMP
 OF0436  MODELED GRAV-     980,408.1   (mgal)                       NAVD 88
 OF0436
 OF0436  VERT ORDER  -  SECOND    CLASS 0
 OF0436
 OF0436.The horizontal coordinates were scaled from a topographic map and have
 OF0436.an estimated accuracy of +/- 6 seconds.
 OF0436
 OF0436.The orthometric height was determined by differential leveling
 OF0436.and adjusted by the National Geodetic Survey in June 1991..
 OF0436
 OF0436.The geoid height was determined by GEOID03.
 OF0436
 OF0436.The dynamic height is computed by dividing the NAVD 88
 OF0436.geopotential number by the normal gravity value computed on the
 OF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0436.degrees latitude (g = 980.6199 gals.).
 OF0436
 OF0436.The modeled gravity was interpolated from observed gravity values.
 OF0436
 OF0436;                    North         East    Units  Estimated Accuracy
 OF0436;SPC NY C     -   386,280.      270,880.      MT  (+/- 180 meters Scaled)
 OF0436
 OF0436                          SUPERSEDED SURVEY CONTROL
 OF0436
 OF0436  NGVD 29 (??/??/92)  124.925  (m)          409.86   (f) ADJ UNCH    2 0
 OF0436
 OF0436.Superseded values are not recommended for survey control.
 OF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0436.See file dsdata.txt to determine how the superseded data were derived.
 OF0436
 OF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP928147(NAD 83)
 OF0436_MARKER: DB = BENCH MARK DISK
 OF0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0436_SP_SET: CULVERT
 OF0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0436
 OF0436  HISTORY     - Date     Condition        Report By
 OF0436  HISTORY     - 1942     MONUMENTED       CGS
 OF0436  HISTORY     - 1956     POOR             USGS
 OF0436  HISTORY     - 20060406 MARK NOT FOUND   NYDT
 OF0436
 OF0436                          STATION DESCRIPTION
 OF0436
 OF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0436'0.5 MI W FROM NEW HAVEN.
 OF0436'TO REACH FROM THE POST OFFICE AT NEW HAVEN, PROCEED WESTERLY ON
 OF0436'U.S. HIGHWAY NO. 104, GO 0.4 MILE TO THE INTERSECTION OF THE OLD
 OF0436'HIGHWAY, CONTINUE WESTERLY ON OLD HIGHWAY AND GO 0.1 MILE TO
 OF0436'INTERSECTION OF ROAD LEADING SOUTH AND SITE OF BENCH MARK.
 OF0436'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE EAST END OF THE SOUTH
 OF0436'HEADWALL OF A CONCRETE CULVERT, IT IS ABOUT 42 FEET WEST OF THE
 OF0436'CENTER OF THE INTERSECTION, 16 FEET NORTH OF THE CENTER LINE OF THE
 OF0436'GRAVELED ROAD, 12 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTER
 OF0436'LINE OF THE OLD HIGHWAY.
 OF0436
 OF0436                          STATION RECOVERY (1956)
 OF0436
 OF0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OF0436'MARK RECOVERED IN POOR CONDITION.
 OF0436
 OF0436                          STATION RECOVERY (2006)
 OF0436
 OF0436'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 OF0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0457 ***********************************************************************
 OF0457  DESIGNATION -  E 188
 OF0457  PID         -  OF0457
 OF0457  STATE/COUNTY-  NY/OSWEGO
 OF0457  USGS QUAD   -  CENTRAL SQUARE (1978)
 OF0457
 OF0457                         *CURRENT SURVEY CONTROL
 OF0457  ___________________________________________________________________
 OF0457* NAD 83(1986)-  43 22 00.     (N)    076 14 28.     (W)     SCALED    
 OF0457* NAVD 88     -       131.345  (meters)     430.92   (feet)  ADJUSTED  
 OF0457  ___________________________________________________________________
 OF0457  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OF0457  DYNAMIC HT  -         131.315 (meters)     430.82  (feet)  COMP
 OF0457  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 OF0457
 OF0457  VERT ORDER  -  SECOND    CLASS 0
 OF0457
 OF0457.The horizontal coordinates were scaled from a topographic map and have
 OF0457.an estimated accuracy of +/- 6 seconds.
 OF0457
 OF0457.The orthometric height was determined by differential leveling
 OF0457.and adjusted by the National Geodetic Survey in June 1991..
 OF0457
 OF0457.The geoid height was determined by GEOID03.
 OF0457
 OF0457.The dynamic height is computed by dividing the NAVD 88
 OF0457.geopotential number by the normal gravity value computed on the
 OF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0457.degrees latitude (g = 980.6199 gals.).
 OF0457
 OF0457.The modeled gravity was interpolated from observed gravity values.
 OF0457
 OF0457;                    North         East    Units  Estimated Accuracy
 OF0457;SPC NY C     -   373,960.      277,740.      MT  (+/- 180 meters Scaled)
 OF0457
 OF0457                          SUPERSEDED SURVEY CONTROL
 OF0457
 OF0457  NGVD 29 (??/??/92)  131.523  (m)          431.50   (f) ADJ UNCH    2 0
 OF0457
 OF0457.Superseded values are not recommended for survey control.
 OF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0457.See file dsdata.txt to determine how the superseded data were derived.
 OF0457
 OF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP994022(NAD 83)
 OF0457_MARKER: DB = BENCH MARK DISK
 OF0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0457_SP_SET: BRIDGE
 OF0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0457
 OF0457  HISTORY     - Date     Condition        Report By
 OF0457  HISTORY     - 1942     MONUMENTED       CGS
 OF0457  HISTORY     - 1982     GOOD             NGS
 OF0457
 OF0457                          STATION DESCRIPTION
 OF0457
 OF0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0457'4.8 MI W FROM HASTINGS.
 OF0457'TO REACH FROM THE POSTOFFICE AT HASTINGS, PROCEED WESTERLY ON
 OF0457'PAVED ROAD, GO 4.1 MILES TO UPSON CORNERS, TURN RIGHT (WEST) ON
 OF0457'TO ROAD TO NORTH VOLNEY AND GO 0.7 MILE TO RUSSS MILL AND SITE OF
 OF0457'BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTHEAST
 OF0457'CORNER OF THE CONCRETE BRIDGE OVER CATFISH CREEK, IT IS 12 FEET
 OF0457'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 OF0457'ROAD, 0.4 FEET NORTH OF THE NORTH END OF THE EAST GUARD RAIL.
 OF0457
 OF0457                          STATION RECOVERY (1982)
 OF0457
 OF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0093 ***********************************************************************
 OF0093  DESIGNATION -  E 19
 OF0093  PID         -  OF0093
 OF0093  STATE/COUNTY-  NY/OSWEGO
 OF0093  USGS QUAD   -  RICHLAND (1982)
 OF0093
 OF0093                         *CURRENT SURVEY CONTROL
 OF0093  ___________________________________________________________________
 OF0093* NAD 83(1986)-  43 33 53.     (N)    076 03 54.     (W)     SCALED    
 OF0093* NAVD 88     -       151.196  (meters)     496.05   (feet)  ADJUSTED  
 OF0093  ___________________________________________________________________
 OF0093  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 OF0093  DYNAMIC HT  -         151.162 (meters)     495.94  (feet)  COMP
 OF0093  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 OF0093
 OF0093  VERT ORDER  -  FIRST     CLASS II
 OF0093
 OF0093.The horizontal coordinates were scaled from a topographic map and have
 OF0093.an estimated accuracy of +/- 6 seconds.
 OF0093
 OF0093.The orthometric height was determined by differential leveling
 OF0093.and adjusted by the National Geodetic Survey in June 1991..
 OF0093
 OF0093.The geoid height was determined by GEOID03.
 OF0093
 OF0093.The dynamic height is computed by dividing the NAVD 88
 OF0093.geopotential number by the normal gravity value computed on the
 OF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0093.degrees latitude (g = 980.6199 gals.).
 OF0093
 OF0093.The modeled gravity was interpolated from observed gravity values.
 OF0093
 OF0093;                    North         East    Units  Estimated Accuracy
 OF0093;SPC NY C     -   396,040.      291,870.      MT  (+/- 180 meters Scaled)
 OF0093
 OF0093                          SUPERSEDED SURVEY CONTROL
 OF0093
 OF0093  NGVD 29 (??/??/92)  151.330  (m)          496.49   (f) ADJ UNCH    1 2
 OF0093
 OF0093.Superseded values are not recommended for survey control.
 OF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0093.See file dsdata.txt to determine how the superseded data were derived.
 OF0093
 OF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP139240(NAD 83)
 OF0093_MARKER: Z = SEE DESCRIPTION
 OF0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0093_SP_SET: RAIL
 OF0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0093
 OF0093  HISTORY     - Date     Condition        Report By
 OF0093  HISTORY     - UNK      MONUMENTED       CGS
 OF0093  HISTORY     - 1919     GOOD             NGS
 OF0093
 OF0093                          STATION DESCRIPTION
 OF0093
 OF0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1919
 OF0093'3/4 MI W FROM RICHLAND.
 OF0093'E 19 -- ABOUT 3/4 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD
 OF0093'FROM RICHLAND, OSWEGO COUNTY, 2.2 FEET NORTH OF THE NORTH
 OF0093'EDGE OF MILEPOST S 41, 6-1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 OF0093'SOUTH TRACK, AND ABOUT 7 INCHES UNDER GROUND. THE HIGHEST POINT
 OF0093'OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0008 ***********************************************************************
 OF0008  DESIGNATION -  E 190
 OF0008  PID         -  OF0008
 OF0008  STATE/COUNTY-  NY/OSWEGO
 OF0008  USGS QUAD   -  PULASKI (1980)
 OF0008
 OF0008                         *CURRENT SURVEY CONTROL
 OF0008  ___________________________________________________________________
 OF0008* NAD 83(1986)-  43 32 34.     (N)    076 11 33.     (W)     SCALED    
 OF0008* NAVD 88     -        79.708  (meters)     261.51   (feet)  ADJUSTED  
 OF0008  ___________________________________________________________________
 OF0008  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OF0008  DYNAMIC HT  -          79.692 (meters)     261.46  (feet)  COMP
 OF0008  MODELED GRAV-     980,416.3   (mgal)                       NAVD 88
 OF0008
 OF0008  VERT ORDER  -  FIRST     CLASS II
 OF0008
 OF0008.The horizontal coordinates were scaled from a topographic map and have
 OF0008.an estimated accuracy of +/- 6 seconds.
 OF0008
 OF0008.The orthometric height was determined by differential leveling
 OF0008.and adjusted by the National Geodetic Survey in June 1991..
 OF0008
 OF0008.The geoid height was determined by GEOID03.
 OF0008
 OF0008.The dynamic height is computed by dividing the NAVD 88
 OF0008.geopotential number by the normal gravity value computed on the
 OF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0008.degrees latitude (g = 980.6199 gals.).
 OF0008
 OF0008.The modeled gravity was interpolated from observed gravity values.
 OF0008
 OF0008;                    North         East    Units  Estimated Accuracy
 OF0008;SPC NY C     -   393,540.      281,590.      MT  (+/- 180 meters Scaled)
 OF0008
 OF0008                          SUPERSEDED SURVEY CONTROL
 OF0008
 OF0008  NGVD 29 (??/??/92)   79.848  (m)          261.97   (f) ADJ UNCH    1 2
 OF0008
 OF0008.Superseded values are not recommended for survey control.
 OF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0008.See file dsdata.txt to determine how the superseded data were derived.
 OF0008
 OF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP036217(NAD 83)
 OF0008_MARKER: DB = BENCH MARK DISK
 OF0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0008_SP_SET: BRIDGE ABUTMENT
 OF0008_STAMPING: E 190 1942
 OF0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0008
 OF0008  HISTORY     - Date     Condition        Report By
 OF0008  HISTORY     - 1942     MONUMENTED       CGS
 OF0008  HISTORY     - 1968     GOOD             USLS
 OF0008  HISTORY     - 19950101 MARK NOT FOUND   FA
 OF0008  HISTORY     - 20001128 MARK NOT FOUND   NYDT
 OF0008
 OF0008                          STATION DESCRIPTION
 OF0008
 OF0008'DESCRIBED BY US LAKE SURVEY 1968
 OF0008'1.7 MI S FROM PORT ONTARIO.
 OF0008'E 190 IS A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 OF0008'SURVEY, IS IN OSWEGO COUNTY, NEW YORK, ABOUT 2.5 MILES NORTHERLY
 OF0008'OF INTERSECTION OF HIGHWAYS NO. 3  AND 104 B, 1.7 MILES SOUTHERLY
 OF0008'OF PORT ONTARIO, AT SOUTHWEST CORNER OF BRIDGE OVER GRINDSTONE
 OF0008'CREEK, 15 FEET WEST OF CENTERLINE OF HIGHWAY NO. 3, 1.4 FEET NORTH
 OF0008'OF STEEL GUARDRAIL POST, BEING HIGHEST POINT OVER CROSS AT CENTER
 OF0008'OF BRONZE DISC SET INTO THE CONCRETE ABUTMENT. STAMPED E 190 1942.
 OF0008
 OF0008                          STATION RECOVERY (1995)
 OF0008
 OF0008'RECOVERY NOTE BY FISHER ASSOCIATES 1995 (CR)
 OF0008'MARK NOT FOUND.
 OF0008
 OF0008                          STATION RECOVERY (2000)
 OF0008
 OF0008'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (AMA)
 OF0008'NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0039 ***********************************************************************
 OF0039  DESIGNATION -  E 191
 OF0039  PID         -  OF0039
 OF0039  STATE/COUNTY-  NY/JEFFERSON
 OF0039  USGS QUAD   -  HENDERSON (1980)
 OF0039
 OF0039                         *CURRENT SURVEY CONTROL
 OF0039  ___________________________________________________________________
 OF0039* NAD 83(1986)-  43 49 17.     (N)    076 12 06.     (W)     SCALED    
 OF0039* NAVD 88     -       101.268  (meters)     332.24   (feet)  ADJUSTED  
 OF0039  ___________________________________________________________________
 OF0039  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OF0039  DYNAMIC HT  -         101.252 (meters)     332.19  (feet)  COMP
 OF0039  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 OF0039
 OF0039  VERT ORDER  -  FIRST     CLASS II
 OF0039
 OF0039.The horizontal coordinates were scaled from a topographic map and have
 OF0039.an estimated accuracy of +/- 6 seconds.
 OF0039
 OF0039.The orthometric height was determined by differential leveling
 OF0039.and adjusted by the National Geodetic Survey in June 1991..
 OF0039
 OF0039.The geoid height was determined by GEOID03.
 OF0039
 OF0039.The dynamic height is computed by dividing the NAVD 88
 OF0039.geopotential number by the normal gravity value computed on the
 OF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0039.degrees latitude (g = 980.6199 gals.).
 OF0039
 OF0039.The modeled gravity was interpolated from observed gravity values.
 OF0039
 OF0039;                    North         East    Units  Estimated Accuracy
 OF0039;SPC NY C     -   424,490.      280,700.      MT  (+/- 180 meters Scaled)
 OF0039
 OF0039                          SUPERSEDED SURVEY CONTROL
 OF0039
 OF0039  NGVD 29 (??/??/92)  101.423  (m)          332.75   (f) ADJ UNCH    1 2
 OF0039
 OF0039.Superseded values are not recommended for survey control.
 OF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0039.See file dsdata.txt to determine how the superseded data were derived.
 OF0039
 OF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP033527(NAD 83)
 OF0039_MARKER: DB = BENCH MARK DISK
 OF0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0039_SP_SET: CULVERT
 OF0039_STAMPING: E 191 1942
 OF0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0039
 OF0039  HISTORY     - Date     Condition        Report By
 OF0039  HISTORY     - 1942     MONUMENTED       CGS
 OF0039  HISTORY     - 1968     GOOD             USLS
 OF0039  HISTORY     - 19950616 GOOD             USPSQD
 OF0039  HISTORY     - 20010331 GOOD             NGS
 OF0039
 OF0039                          STATION DESCRIPTION
 OF0039
 OF0039'DESCRIBED BY US LAKE SURVEY 1968
 OF0039'1.7 MI S FROM HENDERSON.
 OF0039'E 191 A BENCH MARK ESTABLISHED BY THE U. S. COAST AND GEODETIC
 OF0039'SURVEY, IS IN JEFFERSON COUNTY, NEW YORK, ABOUT 1.7 MILES SOUTH OF
 OF0039'INTERSECTION OF HIGHWAYS NO. 3 AND 178 WEST OF HENDERSON, AT
 OF0039'NORTHEAST CORNER OF INTERSECTION OF HIGHWAY NO. 3 AND COUNTY ROAD
 OF0039'NO. 152, AT NORTHEAST CORNER OF CONCRETE CULVERT HEAD WALL, 51 FEET
 OF0039'NORTH OF CENTERLINE OF COUNTY ROAD NO. 152, 18 FEET EAST OF
 OF0039'CENTERLINE OF HIGHWAY NO. 3, FLUSH WITH THE ROAD SURFACE, BEING
 OF0039'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OF0039'CONCRETE. STAMPED E 191 1942.
 OF0039
 OF0039                          STATION RECOVERY (1995)
 OF0039
 OF0039'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0039'RECOVERED IN GOOD CONDITION.
 OF0039
 OF0039                          STATION RECOVERY (2001)
 OF0039
 OF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OF0039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1140 ***********************************************************************
 OE1140  DESIGNATION -  E 192
 OE1140  PID         -  OE1140
 OE1140  STATE/COUNTY-  NY/OSWEGO
 OE1140  USGS QUAD   -  PANTHER LAKE (1959)
 OE1140
 OE1140                         *CURRENT SURVEY CONTROL
 OE1140  ___________________________________________________________________
 OE1140* NAD 83(1986)-  43 22 13.     (N)    075 53 10.     (W)     SCALED    
 OE1140* NAVD 88     -       220.047  (meters)     721.94   (feet)  ADJUSTED  
 OE1140  ___________________________________________________________________
 OE1140  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 OE1140  DYNAMIC HT  -         219.996 (meters)     721.77  (feet)  COMP
 OE1140  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 OE1140
 OE1140  VERT ORDER  -  SECOND    CLASS 0
 OE1140
 OE1140.The horizontal coordinates were scaled from a topographic map and have
 OE1140.an estimated accuracy of +/- 6 seconds.
 OE1140
 OE1140.The orthometric height was determined by differential leveling
 OE1140.and adjusted by the National Geodetic Survey in June 1991..
 OE1140
 OE1140.The geoid height was determined by GEOID03.
 OE1140
 OE1140.The dynamic height is computed by dividing the NAVD 88
 OE1140.geopotential number by the normal gravity value computed on the
 OE1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1140.degrees latitude (g = 980.6199 gals.).
 OE1140
 OE1140.The modeled gravity was interpolated from observed gravity values.
 OE1140
 OE1140;                    North         East    Units  Estimated Accuracy
 OE1140;SPC NY C     -   374,540.      306,510.      MT  (+/- 180 meters Scaled)
 OE1140
 OE1140                          SUPERSEDED SURVEY CONTROL
 OE1140
 OE1140  NGVD 29 (??/??/92)  220.204  (m)          722.45   (f) ADJ UNCH    2 0
 OE1140
 OE1140.Superseded values are not recommended for survey control.
 OE1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1140.See file dsdata.txt to determine how the superseded data were derived.
 OE1140
 OE1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP282023(NAD 83)
 OE1140_MARKER: DB = BENCH MARK DISK
 OE1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1140_SP_SET: CULVERT
 OE1140_STAMPING: E 192 1942
 OE1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1140
 OE1140  HISTORY     - Date     Condition        Report By
 OE1140  HISTORY     - 1942     MONUMENTED       CGS
 OE1140
 OE1140                          STATION DESCRIPTION
 OE1140
 OE1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1140'3.8 MI S FROM WILLIAMSTOWN.
 OE1140'TO REACH FROM THE POST OFFICE AT WILLIAMSTOWN, PROCEED EASTERLY ON
 OE1140'STATE HIGHWAY NO. 13, GO 0.8 MILE TO THE INTERSECTION OF THE ROAD TO
 OE1140'PANTHER LAKE, TURN RIGHT (SOUTHERLY) ON TO PANTHER LAKE ROAD AND GO
 OE1140'3.6 MILES TO CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS
 OE1140'SET HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF THE
 OE1140'CONCRETE CULVERT, IT IS ABOUT 0.15 MILE NORTH OF THE INTERSECTION OF
 OE1140'STATE HIGHWAY NO. 69, 15 FEET WEST OF AND ABOUT 1.5 FEET BELOW THE
 OE1140'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0153 ***********************************************************************
 OF0153  DESIGNATION -  E 193
 OF0153  PID         -  OF0153
 OF0153  STATE/COUNTY-  NY/JEFFERSON
 OF0153  USGS QUAD   -  ADAMS (1982)
 OF0153
 OF0153                         *CURRENT SURVEY CONTROL
 OF0153  ___________________________________________________________________
 OF0153* NAD 83(1986)-  43 52 22.     (N)    076 04 41.     (W)     SCALED    
 OF0153* NAVD 88     -       146.256  (meters)     479.84   (feet)  ADJUSTED  
 OF0153  ___________________________________________________________________
 OF0153  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 OF0153  DYNAMIC HT  -         146.231 (meters)     479.76  (feet)  COMP
 OF0153  MODELED GRAV-     980,447.6   (mgal)                       NAVD 88
 OF0153
 OF0153  VERT ORDER  -  SECOND    CLASS 0
 OF0153
 OF0153.The horizontal coordinates were scaled from a topographic map and have
 OF0153.an estimated accuracy of +/- 6 seconds.
 OF0153
 OF0153.The orthometric height was determined by differential leveling
 OF0153.and adjusted by the National Geodetic Survey in June 1991..
 OF0153
 OF0153.The geoid height was determined by GEOID03.
 OF0153
 OF0153.The dynamic height is computed by dividing the NAVD 88
 OF0153.geopotential number by the normal gravity value computed on the
 OF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0153.degrees latitude (g = 980.6199 gals.).
 OF0153
 OF0153.The modeled gravity was interpolated from observed gravity values.
 OF0153
 OF0153;                    North         East    Units  Estimated Accuracy
 OF0153;SPC NY C     -   430,260.      290,610.      MT  (+/- 180 meters Scaled)
 OF0153
 OF0153                          SUPERSEDED SURVEY CONTROL
 OF0153
 OF0153  NGVD 29 (??/??/92)  146.396  (m)          480.30   (f) ADJ UNCH    2 0
 OF0153
 OF0153.Superseded values are not recommended for survey control.
 OF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0153.See file dsdata.txt to determine how the superseded data were derived.
 OF0153
 OF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP133583(NAD 83)
 OF0153_MARKER: DB = BENCH MARK DISK
 OF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OF0153_STAMPING: E 193 1942
 OF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0153+STABILITY: SURFACE MOTION
 OF0153
 OF0153  HISTORY     - Date     Condition        Report By
 OF0153  HISTORY     - 1942     MONUMENTED       CGS
 OF0153  HISTORY     - 19960608 MARK NOT FOUND   USPSQD
 OF0153
 OF0153                          STATION DESCRIPTION
 OF0153
 OF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0153'3.9 MI W FROM ADAMS CENTER.
 OF0153'TO REACH FROM THE NEW YORK CENTRAL R.R. STATION AT ADAMS CENTER,
 OF0153'PROCEED WESTERLY ON PAVED ROAD, GO 1.9 MILES TO THE INTERSECTION OF
 OF0153'A GRAVELED ROAD, TURN LEFT (SOUTHERLY) ON TO GRAVELED ROAD, GO 0.1
 OF0153'MILE, TURN RIGHT (WESTERLY) AND GO 1.9 MILES TO A T ROAD INTERSECTION
 OF0153'AND SITE OF BENCH MARK.
 OF0153'BENCH MARK IS ABOUT THE CENTER OF THE TRIANGLE AT THE ROAD
 OF0153'INTERSECTION, IT IS 15 FEET EAST OF THE CENTER LINE OF THE NORTH-
 OF0153'SOUTH ROAD, 12 FEET SOUTH OF THE CENTER LINE OF NORTH LEG OF THE Y,
 OF0153'12 FEET NORTH OF THE CENTER LINE OF THE SOUTH LEG, 3.0 FEET WEST OF
 OF0153'A 4 BY 4 INCH WOODEN MARKER POST.
 OF0153'MONUMENT PROJECTS 0.5 FEET.
 OF0153
 OF0153                          STATION RECOVERY (1996)
 OF0153
 OF0153'RECOVERY NOTE BY US POWER SQUADRON 1996
 OF0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0123 ***********************************************************************
 OF0123  DESIGNATION -  E 194
 OF0123  PID         -  OF0123
 OF0123  STATE/COUNTY-  NY/JEFFERSON
 OF0123  USGS QUAD   -  ADAMS (1982)
 OF0123
 OF0123                         *CURRENT SURVEY CONTROL
 OF0123  ___________________________________________________________________
 OF0123* NAD 83(1986)-  43 45 25.     (N)    076 03 16.     (W)     SCALED    
 OF0123* NAVD 88     -       167.719  (meters)     550.26   (feet)  ADJUSTED  
 OF0123  ___________________________________________________________________
 OF0123  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 OF0123  DYNAMIC HT  -         167.685 (meters)     550.15  (feet)  COMP
 OF0123  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 OF0123
 OF0123  VERT ORDER  -  SECOND    CLASS 0
 OF0123
 OF0123.The horizontal coordinates were scaled from a topographic map and have
 OF0123.an estimated accuracy of +/- 6 seconds.
 OF0123
 OF0123.The orthometric height was determined by differential leveling
 OF0123.and adjusted by the National Geodetic Survey in June 1991..
 OF0123
 OF0123.The geoid height was determined by GEOID03.
 OF0123
 OF0123.The dynamic height is computed by dividing the NAVD 88
 OF0123.geopotential number by the normal gravity value computed on the
 OF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0123.degrees latitude (g = 980.6199 gals.).
 OF0123
 OF0123.The modeled gravity was interpolated from observed gravity values.
 OF0123
 OF0123;                    North         East    Units  Estimated Accuracy
 OF0123;SPC NY C     -   417,400.      292,590.      MT  (+/- 180 meters Scaled)
 OF0123
 OF0123                          SUPERSEDED SURVEY CONTROL
 OF0123
 OF0123  NGVD 29 (??/??/92)  167.856  (m)          550.71   (f) ADJ UNCH    2 0
 OF0123
 OF0123.Superseded values are not recommended for survey control.
 OF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0123.See file dsdata.txt to determine how the superseded data were derived.
 OF0123
 OF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP151454(NAD 83)
 OF0123_MARKER: DB = BENCH MARK DISK
 OF0123_SETTING: 80 = SET IN A BOULDER
 OF0123_SP_SET: BOULDER
 OF0123_STAMPING: E 194 1942
 OF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OF0123+STABILITY: SURFACE MOTION
 OF0123
 OF0123  HISTORY     - Date     Condition        Report By
 OF0123  HISTORY     - 1942     MONUMENTED       CGS
 OF0123  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 OF0123
 OF0123                          STATION DESCRIPTION
 OF0123
 OF0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OF0123'4.1 MI S FROM ADAMS.
 OF0123'E 194 -- 4.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 OF0123'THE STATION AT ADAMS, JEFFERSON COUNTY, 0.2 MILE NORTH OF
 OF0123'MILEPOST S 55, 60 FEET WEST OF THE CENTERLINE OF THE TRACK, 10
 OF0123'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A 3-1/2
 OF0123'FOOT BOULDER PROJECTING 2 FEET ABOVE THE GROUND. A STANDARD DISK,
 OF0123'STAMPED E 194 1942.
 OF0123
 OF0123                          STATION RECOVERY (1964)
 OF0123
 OF0123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 OF0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2032 ***********************************************************************
 OE2032  DESIGNATION -  E 196 RESET
 OE2032  PID         -  OE2032
 OE2032  STATE/COUNTY-  NY/ONEIDA
 OE2032  USGS QUAD   -  ROME (1955)
 OE2032
 OE2032                         *CURRENT SURVEY CONTROL
 OE2032  ___________________________________________________________________
 OE2032* NAD 83(1986)-  43 13 05.     (N)    075 25 54.     (W)     SCALED    
 OE2032* NAVD 88     -       140.72   (meters)     461.7    (feet)  RESET     
 OE2032  ___________________________________________________________________
 OE2032  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 OE2032
 OE2032  VERT ORDER  -  THIRD
 OE2032
 OE2032.The horizontal coordinates were scaled from a topographic map and have
 OE2032.an estimated accuracy of +/- 6 seconds.
 OE2032
 OE2032.The orthometric height was computed from unverified reset data.
 OE2032.No vertical observational check was made to the station.
 OE2032
 OE2032.The geoid height was determined by GEOID03.
 OE2032
 OE2032;                    North         East    Units  Estimated Accuracy
 OE2032;SPC NY C     -   358,040.      343,570.      MT  (+/- 180 meters Scaled)
 OE2032
 OE2032                          SUPERSEDED SURVEY CONTROL
 OE2032
 OE2032  NGVD 29 (09/01/04)  140.88   (m)          462.2    (f) RESET       3  
 OE2032
 OE2032.Superseded values are not recommended for survey control.
 OE2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2032.See file dsdata.txt to determine how the superseded data were derived.
 OE2032
 OE2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN649851(NAD 83)
 OE2032_MARKER: DB = BENCH MARK DISK
 OE2032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OE2032_SP_SET: WINGWALL
 OE2032_STAMPING: E 196 RESET 1986
 OE2032_MARK LOGO: NGS   
 OE2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE2032+STABILITY: SURFACE MOTION
 OE2032
 OE2032  HISTORY     - Date     Condition        Report By
 OE2032  HISTORY     - 1986     MONUMENTED       RBNF
 OE2032  HISTORY     - 19950831 GOOD             USPSQD
 OE2032
 OE2032                          STATION DESCRIPTION
 OE2032
 OE2032'DESCRIBED BY RESEARCHED BUT NOT FOUND 1986
 OE2032'2.1 KM (1.30 MI) EAST FROM ROME.
 OE2032'1.3 MILES EAST ALONG FLOYD AVENUE FROM THE COUNTY COURTHOUSE IN ROME,
 OE2032'TO A STEEL BRIDGE OVER THE MOHAWK RIVER, TOP OF NORTH WINGWALL OF
 OE2032'WEST CONCRETE ABUTMENT, 25 FT LT. OF CENTERLINE STA. 19+29.5, OF THE
 OE2032'FLOYD AVE.
 OE2032
 OE2032                          STATION RECOVERY (1995)
 OE2032
 OE2032'RECOVERY NOTE BY US POWER SQUADRON 1995
 OE2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1315 ***********************************************************************
 OE1315  DESIGNATION -  E 198
 OE1315  PID         -  OE1315
 OE1315  STATE/COUNTY-  NY/OSWEGO
 OE1315  USGS QUAD   -  REDFIELD (1980)
 OE1315
 OE1315                         *CURRENT SURVEY CONTROL
 OE1315  ___________________________________________________________________
 OE1315* NAD 83(1986)-  43 30 42.     (N)    075 49 39.     (W)     SCALED    
 OE1315* NAVD 88     -       285.660  (meters)     937.20   (feet)  ADJUSTED  
 OE1315  ___________________________________________________________________
 OE1315  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 OE1315  DYNAMIC HT  -         285.591 (meters)     936.98  (feet)  COMP
 OE1315  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OE1315
 OE1315  VERT ORDER  -  SECOND    CLASS 0
 OE1315
 OE1315.The horizontal coordinates were scaled from a topographic map and have
 OE1315.an estimated accuracy of +/- 6 seconds.
 OE1315
 OE1315.The orthometric height was determined by differential leveling
 OE1315.and adjusted by the National Geodetic Survey in June 1991..
 OE1315
 OE1315.The geoid height was determined by GEOID03.
 OE1315
 OE1315.The dynamic height is computed by dividing the NAVD 88
 OE1315.geopotential number by the normal gravity value computed on the
 OE1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1315.degrees latitude (g = 980.6199 gals.).
 OE1315
 OE1315.The modeled gravity was interpolated from observed gravity values.
 OE1315
 OE1315;                    North         East    Units  Estimated Accuracy
 OE1315;SPC NY C     -   390,290.      311,110.      MT  (+/- 180 meters Scaled)
 OE1315
 OE1315                          SUPERSEDED SURVEY CONTROL
 OE1315
 OE1315  NGVD 29 (??/??/92)  285.794  (m)          937.64   (f) ADJ UNCH    2 0
 OE1315
 OE1315.Superseded values are not recommended for survey control.
 OE1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1315.See file dsdata.txt to determine how the superseded data were derived.
 OE1315
 OE1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP331179(NAD 83)
 OE1315_MARKER: DB = BENCH MARK DISK
 OE1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1315_STAMPING: E 198 1942
 OE1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1315+STABILITY: SURFACE MOTION
 OE1315
 OE1315  HISTORY     - Date     Condition        Report By
 OE1315  HISTORY     - 1942     MONUMENTED       CGS
 OE1315  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 OE1315
 OE1315                          STATION DESCRIPTION
 OE1315
 OE1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1315'7.6 MI NE FROM WILLIAMSTOWN.
 OE1315'7.6 MILES NORTHEAST ALONG AN IMPROVED COUNTY ROAD FROM THE RAILROAD
 OE1315'STATION AT WILLIAMSTOWN, OSWEGO COUNTY, AT THE OUTSIDE OF A CURVE, 42
 OE1315'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 26.5 FEET NORTHEAST OF THE
 OE1315'CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST, 3 FEET SOUTHEAST OF A
 OE1315'WHITE WOODEN WITNESS POST, AND 1.5 FEET HIGHER THAN THE COUNTY ROAD. A
 OE1315'STANDARD DISK, STAMPED E 198 1942 AND SET IN THE TOP OF A CONCRETE
 OE1315'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 OE1315
 OE1315                          STATION RECOVERY (2002)
 OE1315
 OE1315'RECOVERY NOTE BY US POWER SQUADRON 2002 (EF)
 OE1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1303 ***********************************************************************
 OE1303  DESIGNATION -  E 199
 OE1303  PID         -  OE1303
 OE1303  STATE/COUNTY-  NY/JEFFERSON
 OE1303  USGS QUAD   -  BARNES CORNERS (1980)
 OE1303
 OE1303                         *CURRENT SURVEY CONTROL
 OE1303  ___________________________________________________________________
 OE1303* NAD 83(1986)-  43 46 34.     (N)    075 51 39.     (W)     SCALED    
 OE1303* NAVD 88     -       403.149  (meters)    1322.66   (feet)  ADJUSTED  
 OE1303  ___________________________________________________________________
 OE1303  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OE1303  DYNAMIC HT  -         403.055 (meters)    1322.36  (feet)  COMP
 OE1303  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 OE1303
 OE1303  VERT ORDER  -  SECOND    CLASS 0
 OE1303
 OE1303.The horizontal coordinates were scaled from a topographic map and have
 OE1303.an estimated accuracy of +/- 6 seconds.
 OE1303
 OE1303.The orthometric height was determined by differential leveling
 OE1303.and adjusted by the National Geodetic Survey in June 1991..
 OE1303
 OE1303.The geoid height was determined by GEOID03.
 OE1303
 OE1303.The dynamic height is computed by dividing the NAVD 88
 OE1303.geopotential number by the normal gravity value computed on the
 OE1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1303.degrees latitude (g = 980.6199 gals.).
 OE1303
 OE1303.The modeled gravity was interpolated from observed gravity values.
 OE1303
 OE1303;                    North         East    Units  Estimated Accuracy
 OE1303;SPC NY C     -   419,650.      308,160.      MT  (+/- 180 meters Scaled)
 OE1303
 OE1303                          SUPERSEDED SURVEY CONTROL
 OE1303
 OE1303  NGVD 29 (??/??/92)  403.257  (m)         1323.02   (f) ADJ UNCH    2 0
 OE1303
 OE1303.Superseded values are not recommended for survey control.
 OE1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1303.See file dsdata.txt to determine how the superseded data were derived.
 OE1303
 OE1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP307473(NAD 83)
 OE1303_MARKER: DB = BENCH MARK DISK
 OE1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1303_STAMPING: E 199 1942
 OE1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1303+STABILITY: SURFACE MOTION
 OE1303
 OE1303  HISTORY     - Date     Condition        Report By
 OE1303  HISTORY     - 1942     MONUMENTED       CGS
 OE1303
 OE1303                          STATION DESCRIPTION
 OE1303
 OE1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1303'5.9 MI SW FROM BARNES CORNERS.
 OE1303'IN JEFFERSON COUNTY, 3.6 MILES SOUTH ALONG AN IMPROVED COUNTY ROAD
 OE1303'FROM THE POST OFFICE AT BARNES CORNERS, LEWIS COUNTY, THENCE 2.3 MILES
 OE1303'WEST ALONG A ROAD.  0.15 MILE WEST OF A ROAD LEADING SOUTH TO WORTH
 OE1303'CENTER, 47.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A YELLOW FRAME
 OE1303'HOUSE, 23.8 FEET EAST OF AN 18-INCH MAPLE TREE, IN LINE WITH THREE
 OE1303'LARGE MAPLE TREES IN FRONT OF THE HOUSE, 20.4 FEET NORTH OF THE
 OE1303'CENTERLINE OF THE ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 OE1303'AND 0.5 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E 199 1942
 OE1303'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OE1303'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0449 ***********************************************************************
 PG0449  DESIGNATION -  E 2
 PG0449  PID         -  PG0449
 PG0449  STATE/COUNTY-  NY/CLINTON
 PG0449  USGS QUAD   -  PLATTSBURGH (1966)
 PG0449
 PG0449                         *CURRENT SURVEY CONTROL
 PG0449  ___________________________________________________________________
 PG0449* NAD 83(1986)-  44 38 00.     (N)    073 27 16.     (W)     SCALED    
 PG0449* NAVD 88     -        44.676  (meters)     146.57   (feet)  ADJUSTED  
 PG0449  ___________________________________________________________________
 PG0449  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 PG0449  DYNAMIC HT  -          44.674 (meters)     146.57  (feet)  COMP
 PG0449  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 PG0449
 PG0449  VERT ORDER  -  FIRST     CLASS II
 PG0449
 PG0449.The horizontal coordinates were scaled from a topographic map and have
 PG0449.an estimated accuracy of +/- 6 seconds.
 PG0449
 PG0449.The orthometric height was determined by differential leveling
 PG0449.and adjusted by the National Geodetic Survey in June 1991..
 PG0449
 PG0449.The geoid height was determined by GEOID03.
 PG0449
 PG0449.The dynamic height is computed by dividing the NAVD 88
 PG0449.geopotential number by the normal gravity value computed on the
 PG0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0449.degrees latitude (g = 980.6199 gals.).
 PG0449
 PG0449.The modeled gravity was interpolated from observed gravity values.
 PG0449
 PG0449;                    North         East    Units  Estimated Accuracy
 PG0449;SPC NY E     -   644,660.      232,960.      MT  (+/- 180 meters Scaled)
 PG0449
 PG0449                          SUPERSEDED SURVEY CONTROL
 PG0449
 PG0449  NGVD 29 (??/??/??)   44.807  (m)          147.00   (f) ADJUSTED    1 2
 PG0449
 PG0449.Superseded values are not recommended for survey control.
 PG0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0449.See file dsdata.txt to determine how the superseded data were derived.
 PG0449
 PG0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ225433(NAD 83)
 PG0449_MARKER: DB = BENCH MARK DISK
 PG0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG0449_SP_SET: BRIDGE
 PG0449_STAMPING: E 2 1916
 PG0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0449
 PG0449  HISTORY     - Date     Condition        Report By
 PG0449  HISTORY     - 1916     MONUMENTED       CGS
 PG0449  HISTORY     - 1973     GOOD             NGS
 PG0449  HISTORY     - 1981     GOOD             LOCSUR
 PG0449  HISTORY     - 1987     GOOD             USPSQD
 PG0449
 PG0449                          STATION DESCRIPTION
 PG0449
 PG0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0449'4.55 MI S FROM PLATTSBURGH.
 PG0449'ABOUT 4.55 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0449'STATION AT PLATTSBURGH, ABOUT 100 YARDS NORTH OF A SWITCH STAND AND
 PG0449'JUNCTION OF A TRACK LEADING SOUTHWEST TO KEENE, 123.8 FEET SOUTH
 PG0449'SOUTHWEST OF AND ACROSS TRACK FROM MILEPOST A 163, SET IN TOP OF WEST
 PG0449'END OF THE SOUTH STONE ABUTMENT OF RAILWAY BRIDGE 162.99 OVER THE
 PG0449'SALMON RIVER, 5.5 FEET WEST OF THE WEST RAIL, ABOUT 2.5 FEET BELOW THE
 PG0449'LEVEL OF THE RAILS.
 PG0449
 PG0449                          STATION RECOVERY (1981)
 PG0449
 PG0449'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 PG0449'RECOVERED IN GOOD CONDITION.
 PG0449
 PG0449                          STATION RECOVERY (1987)
 PG0449
 PG0449'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAM)
 PG0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0118 ***********************************************************************
 OG0118  DESIGNATION -  E 20
 OG0118  PID         -  OG0118
 OG0118  STATE/COUNTY-  NY/ERIE
 OG0118  USGS QUAD   -  
 OG0118
 OG0118                         *CURRENT SURVEY CONTROL
 OG0118  ___________________________________________________________________
 OG0118* NAD 83(1986)-  43 00 10.     (N)    078 53 00.     (W)     SCALED    
 OG0118* NAVD 88     -       182.815  (meters)     599.79   (feet)  ADJUSTED  
 OG0118  ___________________________________________________________________
 OG0118  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OG0118  DYNAMIC HT  -         182.768 (meters)     599.63  (feet)  COMP
 OG0118  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 OG0118
 OG0118  VERT ORDER  -  FIRST     CLASS II
 OG0118
 OG0118.The horizontal coordinates were scaled from a topographic map and have
 OG0118.an estimated accuracy of +/- 6 seconds.
 OG0118
 OG0118.The orthometric height was determined by differential leveling
 OG0118.and adjusted by the National Geodetic Survey in June 1991..
 OG0118
 OG0118.The geoid height was determined by GEOID03.
 OG0118
 OG0118.The dynamic height is computed by dividing the NAVD 88
 OG0118.geopotential number by the normal gravity value computed on the
 OG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0118.degrees latitude (g = 980.6199 gals.).
 OG0118
 OG0118.The modeled gravity was interpolated from observed gravity values.
 OG0118
 OG0118;                    North         East    Units  Estimated Accuracy
 OG0118;SPC NY W     -   333,520.      325,540.      MT  (+/- 180 meters Scaled)
 OG0118
 OG0118                          SUPERSEDED SURVEY CONTROL
 OG0118
 OG0118  NGVD 29 (??/??/92)  182.939  (m)          600.19   (f) ADJ UNCH    1 2
 OG0118
 OG0118.Superseded values are not recommended for survey control.
 OG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0118.See file dsdata.txt to determine how the superseded data were derived.
 OG0118
 OG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH725632(NAD 83)
 OG0118_MARKER: DB = BENCH MARK DISK
 OG0118_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OG0118_SP_SET: SEMAPHORE FOUNDATION
 OG0118_STAMPING: E 20
 OG0118_MARK LOGO: CGS   
 OG0118_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0118+STABILITY: SURFACE MOTION
 OG0118
 OG0118  HISTORY     - Date     Condition        Report By
 OG0118  HISTORY     - UNK      MONUMENTED       CGS
 OG0118  HISTORY     - 1942     GOOD             NGS
 OG0118  HISTORY     - 19950105 GOOD             LOCENG
 OG0118  HISTORY     - 20020829 GOOD             USPSQD
 OG0118
 OG0118                          STATION DESCRIPTION
 OG0118
 OG0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OG0118'IN TONAWANDA.
 OG0118'AT TONAWANDA, ERIE COUNTY, ON THE NIAGARA FALLS DIVISION OF THE NEW
 OG0118'YORK CENTRAL RAILROAD, 500 FEET WEST OF MAIN STREET, 2-3/4 POLES
 OG0118'SOUTH OF THE CROSSING OF WHEELER AVENUE, 8 FEET WEST OF THE WEST RAIL
 OG0118'OF THE WEST TRACK, 3 FEET SOUTH OF SEMAPHORE 92, IN THE NORTH FACE OF
 OG0118'THE BASE OF AN ABANDONED SEMAPHORE, AND ABOUT 4 INCHES ABOVE THE
 OG0118'GROUND.  A STANDARD DISK, STAMPED E 20 AND SET VERTICALLY.
 OG0118
 OG0118                          STATION RECOVERY (1995)
 OG0118
 OG0118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (RI)
 OG0118'RECOVERED AS DESCRIBED.
 OG0118
 OG0118                          STATION RECOVERY (2002)
 OG0118
 OG0118'RECOVERY NOTE BY US POWER SQUADRON 2002 (JL)
 OG0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1274 ***********************************************************************
 OE1274  DESIGNATION -  E 200
 OE1274  PID         -  OE1274
 OE1274  STATE/COUNTY-  NY/LEWIS
 OE1274  USGS QUAD   -  NEW BOSTON (1980)
 OE1274
 OE1274                         *CURRENT SURVEY CONTROL
 OE1274  ___________________________________________________________________
 OE1274* NAD 83(1986)-  43 51 19.     (N)    075 40 35.     (W)     SCALED    
 OE1274* NAVD 88     -       401.886  (meters)    1318.52   (feet)  ADJUSTED  
 OE1274  ___________________________________________________________________
 OE1274  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 OE1274  DYNAMIC HT  -         401.794 (meters)    1318.22  (feet)  COMP
 OE1274  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 OE1274
 OE1274  VERT ORDER  -  SECOND    CLASS 0
 OE1274
 OE1274.The horizontal coordinates were scaled from a topographic map and have
 OE1274.an estimated accuracy of +/- 6 seconds.
 OE1274
 OE1274.The orthometric height was determined by differential leveling
 OE1274.and adjusted by the National Geodetic Survey in June 1991..
 OE1274
 OE1274.The geoid height was determined by GEOID03.
 OE1274
 OE1274.The dynamic height is computed by dividing the NAVD 88
 OE1274.geopotential number by the normal gravity value computed on the
 OE1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1274.degrees latitude (g = 980.6199 gals.).
 OE1274
 OE1274.The modeled gravity was interpolated from observed gravity values.
 OE1274
 OE1274;                    North         East    Units  Estimated Accuracy
 OE1274;SPC NY C     -   428,590.      322,920.      MT  (+/- 180 meters Scaled)
 OE1274
 OE1274                          SUPERSEDED SURVEY CONTROL
 OE1274
 OE1274  NGVD 29 (??/??/92)  401.986  (m)         1318.85   (f) ADJ UNCH    2 0
 OE1274
 OE1274.Superseded values are not recommended for survey control.
 OE1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1274.See file dsdata.txt to determine how the superseded data were derived.
 OE1274
 OE1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP456560(NAD 83)
 OE1274_MARKER: DB = BENCH MARK DISK
 OE1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1274_SP_SET: BRIDGE
 OE1274_STAMPING: E 200 1942
 OE1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1274
 OE1274  HISTORY     - Date     Condition        Report By
 OE1274  HISTORY     - 1942     MONUMENTED       CGS
 OE1274  HISTORY     - 19990825 MARK NOT FOUND   USPSQD
 OE1274
 OE1274                          STATION DESCRIPTION
 OE1274
 OE1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1274'2.7 MI SE FROM COPENHAGEN.
 OE1274'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 OE1274'COPENHAGEN, LEWIS COUNTY, THENCE 2.4 MILES SOUTH ALONG AN IMPROVED
 OE1274'COUNTY ROAD, 130 FEET SOUTH OF A WHITE FRAME HOUSE, 118 FEET SOUTHWEST
 OE1274'OF THE SOUTHWEST CORNER OF A LARGE RED BARN, IN THE TOP OF A LARGE
 OE1274'CONCRETE BRIDGE WITH AN IRON RAIL, 15 FEET NORTHWEST OF THE NORTH
 OE1274'ABUTMENT, 9.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHWEST
 OE1274'WING WALL, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET
 OE1274'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E 200 1942.
 OE1274
 OE1274                          STATION RECOVERY (1999)
 OE1274
 OE1274'RECOVERY NOTE BY US POWER SQUADRON 1999
 OE1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0578 ***********************************************************************
 OE0578  DESIGNATION -  E 201
 OE0578  PID         -  OE0578
 OE0578  STATE/COUNTY-  NY/LEWIS
 OE0578  USGS QUAD   -  GLENFIELD (1966)
 OE0578
 OE0578                         *CURRENT SURVEY CONTROL
 OE0578  ___________________________________________________________________
 OE0578* NAD 83(1986)-  43 40 25.     (N)    075 27 24.     (W)     SCALED    
 OE0578* NAVD 88     -       449.482  (meters)    1474.68   (feet)  ADJUSTED  
 OE0578  ___________________________________________________________________
 OE0578  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 OE0578  DYNAMIC HT  -         449.367 (meters)    1474.30  (feet)  COMP
 OE0578  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 OE0578
 OE0578  VERT ORDER  -  SECOND    CLASS 0
 OE0578
 OE0578.The horizontal coordinates were scaled from a topographic map and have
 OE0578.an estimated accuracy of +/- 6 seconds.
 OE0578
 OE0578.The orthometric height was determined by differential leveling
 OE0578.and adjusted by the National Geodetic Survey in June 1991..
 OE0578
 OE0578.The geoid height was determined by GEOID03.
 OE0578
 OE0578.The dynamic height is computed by dividing the NAVD 88
 OE0578.geopotential number by the normal gravity value computed on the
 OE0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0578.degrees latitude (g = 980.6199 gals.).
 OE0578
 OE0578.The modeled gravity was interpolated from observed gravity values.
 OE0578
 OE0578;                    North         East    Units  Estimated Accuracy
 OE0578;SPC NY C     -   408,620.      340,850.      MT  (+/- 180 meters Scaled)
 OE0578
 OE0578                          SUPERSEDED SURVEY CONTROL
 OE0578
 OE0578  NGVD 29 (??/??/92)  449.575  (m)         1474.98   (f) ADJ UNCH    2 0
 OE0578
 OE0578.Superseded values are not recommended for survey control.
 OE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0578.See file dsdata.txt to determine how the superseded data were derived.
 OE0578
 OE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP631357(NAD 83)
 OE0578_MARKER: DB = BENCH MARK DISK
 OE0578_SETTING: 80 = SET IN A BOULDER
 OE0578_SP_SET: BOULDER
 OE0578_STAMPING: E 201 1942
 OE0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0578+STABILITY: SURFACE MOTION
 OE0578
 OE0578  HISTORY     - Date     Condition        Report By
 OE0578  HISTORY     - 1942     MONUMENTED       CGS
 OE0578
 OE0578                          STATION DESCRIPTION
 OE0578
 OE0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0578'8.4 MI SW FROM LOWVILLE.
 OE0578'7.5 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 OE0578'LOWVILLE, LEWIS COUNTY, THENCE 0.9 MILE WEST ALONG A DIRT ROAD LEADING
 OE0578'TO THE ADIRONDACK CORN PLUG LUMBER CAMP.  0.3 MILE EAST OF A FRAME
 OE0578'FARMHOUSE, AT A CUT, 60 FEET NORTH OF A SMALL CREEK, 8 FEET NORTH OF
 OE0578'THE CENTERLINE OF THE ROAD, 4 FEET HIGHER THAN THE ROAD, AND IN THE
 OE0578'TOP OF A LARGE BOULDER.  A STANDARD DISK, STAMPED E 201 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1079 ***********************************************************************
 OE1079  DESIGNATION -  E 202
 OE1079  PID         -  OE1079
 OE1079  STATE/COUNTY-  NY/ONEIDA
 OE1079  USGS QUAD   -  POINT ROCK (1955)
 OE1079
 OE1079                         *CURRENT SURVEY CONTROL
 OE1079  ___________________________________________________________________
 OE1079* NAD 83(1986)-  43 23 06.     (N)    075 37 18.     (W)     SCALED    
 OE1079* NAVD 88     -       318.130  (meters)    1043.73   (feet)  ADJUSTED  
 OE1079  ___________________________________________________________________
 OE1079  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 OE1079  DYNAMIC HT  -         318.051 (meters)    1043.47  (feet)  COMP
 OE1079  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 OE1079
 OE1079  VERT ORDER  -  SECOND    CLASS 0
 OE1079
 OE1079.The horizontal coordinates were scaled from a topographic map and have
 OE1079.an estimated accuracy of +/- 6 seconds.
 OE1079
 OE1079.The orthometric height was determined by differential leveling
 OE1079.and adjusted by the National Geodetic Survey in June 1991..
 OE1079
 OE1079.The geoid height was determined by GEOID03.
 OE1079
 OE1079.The dynamic height is computed by dividing the NAVD 88
 OE1079.geopotential number by the normal gravity value computed on the
 OE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1079.degrees latitude (g = 980.6199 gals.).
 OE1079
 OE1079.The modeled gravity was interpolated from observed gravity values.
 OE1079
 OE1079;                    North         East    Units  Estimated Accuracy
 OE1079;SPC NY C     -   376,390.      327,920.      MT  (+/- 180 meters Scaled)
 OE1079
 OE1079                          SUPERSEDED SURVEY CONTROL
 OE1079
 OE1079  NGVD 29 (??/??/92)  318.287  (m)         1044.25   (f) ADJ UNCH    2 0
 OE1079
 OE1079.Superseded values are not recommended for survey control.
 OE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1079.See file dsdata.txt to determine how the superseded data were derived.
 OE1079
 OE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP496037(NAD 83)
 OE1079_MARKER: DB = BENCH MARK DISK
 OE1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1079_SP_SET: CULVERT
 OE1079_STAMPING: E 202 1942
 OE1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1079
 OE1079  HISTORY     - Date     Condition        Report By
 OE1079  HISTORY     - 1942     MONUMENTED       CGS
 OE1079  HISTORY     - 1959     GOOD             NGS
 OE1079
 OE1079                          STATION DESCRIPTION
 OE1079
 OE1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OE1079'5.9 MI NW FROM POINT ROCK.
 OE1079'0.9 MILE NORTHWEST ALONG THE OSCEOLA ROAD FROM THE WILLSON STORE AT
 OE1079'POINT ROCK, ONEIDA COUNTY, THENCE 5.0 MILES WEST ALONG THE TABERG
 OE1079'ROAD.  0.7 MILE WEST OF ANNSVILLE DISTRICT SCHOOL NO. 6, 0.5 MILE WEST
 OE1079'OF A ROAD JUNCTION, AT A ROCK MASONRY CULVERT, IN THE CENTER OF THE
 OE1079'TOP OF THE NORTH HEAD WALL, 19 FEET NORTH OF THE CENTERLINE OF THE
 OE1079'ROAD, AND 0.5 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E
 OE1079'202 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1414 ***********************************************************************
 OE1414  DESIGNATION -  E 203
 OE1414  PID         -  OE1414
 OE1414  STATE/COUNTY-  NY/LEWIS
 OE1414  USGS QUAD   -  HIGH MARKET (1980)
 OE1414
 OE1414                         *CURRENT SURVEY CONTROL
 OE1414  ___________________________________________________________________
 OE1414* NAD 83(1986)-  43 34 56.     (N)    075 30 44.     (W)     SCALED    
 OE1414* NAVD 88     -       542.062  (meters)    1778.42   (feet)  ADJUSTED  
 OE1414  ___________________________________________________________________
 OE1414  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 OE1414  DYNAMIC HT  -         541.913 (meters)    1777.93  (feet)  COMP
 OE1414  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 OE1414
 OE1414  VERT ORDER  -  SECOND    CLASS 0
 OE1414
 OE1414.The horizontal coordinates were scaled from a topographic map and have
 OE1414.an estimated accuracy of +/- 6 seconds.
 OE1414
 OE1414.The orthometric height was determined by differential leveling
 OE1414.and adjusted by the National Geodetic Survey in June 1991..
 OE1414
 OE1414.The geoid height was determined by GEOID03.
 OE1414
 OE1414.The dynamic height is computed by dividing the NAVD 88
 OE1414.geopotential number by the normal gravity value computed on the
 OE1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1414.degrees latitude (g = 980.6199 gals.).
 OE1414
 OE1414.The modeled gravity was interpolated from observed gravity values.
 OE1414
 OE1414;                    North         East    Units  Estimated Accuracy
 OE1414;SPC NY C     -   398,410.      336,510.      MT  (+/- 180 meters Scaled)
 OE1414
 OE1414                          SUPERSEDED SURVEY CONTROL
 OE1414
 OE1414  NGVD 29 (??/??/92)  542.156  (m)         1778.72   (f) ADJ UNCH    2 0
 OE1414
 OE1414.Superseded values are not recommended for survey control.
 OE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1414.See file dsdata.txt to determine how the superseded data were derived.
 OE1414
 OE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP586256(NAD 83)
 OE1414_MARKER: DB = BENCH MARK DISK
 OE1414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1414_SP_SET: CULVERT
 OE1414_STAMPING: E 203 1942
 OE1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1414
 OE1414  HISTORY     - Date     Condition        Report By
 OE1414  HISTORY     - 1942     MONUMENTED       CGS
 OE1414
 OE1414                          STATION DESCRIPTION
 OE1414
 OE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1414'4.9 MI NW FROM CONSTABLEVILLE.
 OE1414'4.9 MILES NORTHWEST ALONG THE HIGHMARKET ROAD FROM THE JUNCTION OF
 OE1414'STATE HIGHWAY 26, 0.2 MILE SOUTH OF THE CATHOLIC CHURCH AT
 OE1414'CONSTABLEVILLE, LEWIS COUNTY, 0.4 MILE EAST OF HIGHMARKET CHURCH, 200
 OE1414'FEET SOUTHEAST OF AN OLD FRAME SCHOOLHOUSE, AT A CONCRETE CULVERT, IN
 OE1414'THE CENTER OF THE TOP OF THE SOUTHWEST HEAD WALL, 11.5 FEET SOUTHWEST
 OE1414'OF THE CENTERLINE OF THE ROAD, AND 0.4 FOOT HIGHER THAN THE ROAD.  A
 OE1414'STANDARD DISK, STAMPED E 203 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1445 ***********************************************************************
 OE1445  DESIGNATION -  E 204
 OE1445  PID         -  OE1445
 OE1445  STATE/COUNTY-  NY/LEWIS
 OE1445  USGS QUAD   -  NORTH OSCEOLA (1943)
 OE1445
 OE1445                         *CURRENT SURVEY CONTROL
 OE1445  ___________________________________________________________________
 OE1445* NAD 83(1986)-  43 36 18.     (N)    075 40 33.     (W)     SCALED    
 OE1445* NAVD 88     -       556.483  (meters)    1825.73   (feet)  ADJUSTED  
 OE1445  ___________________________________________________________________
 OE1445  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 OE1445  DYNAMIC HT  -         556.331 (meters)    1825.23  (feet)  COMP
 OE1445  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 OE1445
 OE1445  VERT ORDER  -  SECOND    CLASS 0
 OE1445
 OE1445.The horizontal coordinates were scaled from a topographic map and have
 OE1445.an estimated accuracy of +/- 6 seconds.
 OE1445
 OE1445.The orthometric height was determined by differential leveling
 OE1445.and adjusted by the National Geodetic Survey in June 1991..
 OE1445
 OE1445.The geoid height was determined by GEOID03.
 OE1445
 OE1445.The dynamic height is computed by dividing the NAVD 88
 OE1445.geopotential number by the normal gravity value computed on the
 OE1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1445.degrees latitude (g = 980.6199 gals.).
 OE1445
 OE1445.The modeled gravity was interpolated from observed gravity values.
 OE1445
 OE1445;                    North         East    Units  Estimated Accuracy
 OE1445;SPC NY C     -   400,780.      323,260.      MT  (+/- 180 meters Scaled)
 OE1445
 OE1445                          SUPERSEDED SURVEY CONTROL
 OE1445
 OE1445  NGVD 29 (??/??/92)  556.586  (m)         1826.07   (f) ADJ UNCH    2 0
 OE1445
 OE1445.Superseded values are not recommended for survey control.
 OE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1445.See file dsdata.txt to determine how the superseded data were derived.
 OE1445
 OE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP454282(NAD 83)
 OE1445_MARKER: DB = BENCH MARK DISK
 OE1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1445_STAMPING: E 204 1942
 OE1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1445+STABILITY: SURFACE MOTION
 OE1445
 OE1445  HISTORY     - Date     Condition        Report By
 OE1445  HISTORY     - 1942     MONUMENTED       CGS
 OE1445
 OE1445                          STATION DESCRIPTION
 OE1445
 OE1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1445'8.5 MI NE FROM OSCEOLA.
 OE1445'5.3 MILES NORTH ALONG THE NORTH OSCEOLA ROAD FROM THE SCHOOL AT
 OE1445'OSCEOLA, LEWIS COUNTY, THENCE 3.2 MILES NORTHEAST ALONG THE OLD
 OE1445'MARTINSBURG TRAIL.  1.1 MILES SOUTHWEST OF THE ADIRONDACK CORN PLUG
 OE1445'LUMBER CAMP, IN LOT 101, ON LINE BETWEEN LOTS 90 AND 101, 1,500 FEET
 OE1445'EAST OF THE SOUTH CORNER OF LOT 91, TOWNSHIP OSECOLA (UPPER) NO. 8,
 OE1445'150 FEET SOUTH OF THE SPOTTED BIRCH KNOWN LOCALLY AS AN OLD LANDMARK,
 OE1445'AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 OE1445'STAMPED E 204 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OE1445'0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1256 ***********************************************************************
 OE1256  DESIGNATION -  E 205
 OE1256  PID         -  OE1256
 OE1256  STATE/COUNTY-  NY/JEFFERSON
 OE1256  USGS QUAD   -  RUTLAND CENTER (1959)
 OE1256
 OE1256                         *CURRENT SURVEY CONTROL
 OE1256  ___________________________________________________________________
 OE1256* NAD 83(1986)-  43 55 28.     (N)    075 47 51.     (W)     SCALED    
 OE1256* NAVD 88     -       327.427  (meters)    1074.23   (feet)  ADJUSTED  
 OE1256  ___________________________________________________________________
 OE1256  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OE1256  DYNAMIC HT  -         327.359 (meters)    1074.01  (feet)  COMP
 OE1256  MODELED GRAV-     980,401.8   (mgal)                       NAVD 88
 OE1256
 OE1256  VERT ORDER  -  SECOND    CLASS 0
 OE1256
 OE1256.The horizontal coordinates were scaled from a topographic map and have
 OE1256.an estimated accuracy of +/- 6 seconds.
 OE1256
 OE1256.The orthometric height was determined by differential leveling
 OE1256.and adjusted by the National Geodetic Survey in June 1991..
 OE1256
 OE1256.The geoid height was determined by GEOID03.
 OE1256
 OE1256.The dynamic height is computed by dividing the NAVD 88
 OE1256.geopotential number by the normal gravity value computed on the
 OE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1256.degrees latitude (g = 980.6199 gals.).
 OE1256
 OE1256.The modeled gravity was interpolated from observed gravity values.
 OE1256
 OE1256;                    North         East    Units  Estimated Accuracy
 OE1256;SPC NY C     -   436,170.      313,110.      MT  (+/- 180 meters Scaled)
 OE1256
 OE1256                          SUPERSEDED SURVEY CONTROL
 OE1256
 OE1256  NGVD 29 (??/??/92)  327.543  (m)         1074.61   (f) ADJ UNCH    2 0
 OE1256
 OE1256.Superseded values are not recommended for survey control.
 OE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1256.See file dsdata.txt to determine how the superseded data were derived.
 OE1256
 OE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP359637(NAD 83)
 OE1256_MARKER: DB = BENCH MARK DISK
 OE1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1256_SP_SET: CULVERT
 OE1256_STAMPING: E 205 1942
 OE1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1256
 OE1256  HISTORY     - Date     Condition        Report By
 OE1256  HISTORY     - 1942     MONUMENTED       CGS
 OE1256  HISTORY     - 19980720 MARK NOT FOUND   USPSQD
 OE1256
 OE1256                          STATION DESCRIPTION
 OE1256
 OE1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1256'6.9 MI W FROM COPENHAGEN.
 OE1256'IN JEFFERSON COUNTY, 6.9 MILES WEST ALONG STATE HIGHWAY 12 FROM THE
 OE1256'NATIONAL BANK BUILDING AT COPENHAGEN, LEWIS COUNTY, 43 FEET NORTHEAST
 OE1256'OF THE CENTER OF THE INTERSECTION OF THE TYLERVILLE-RUTLAND CENTER
 OE1256'ROAD, 52 FEET EAST OF POWER-TRANSMISSION LINE POLE CNYP-42, AT A
 OE1256'CONCRETE CULVERT, IN THE SOUTH END OF THE EAST PARAPET, AND 1.5 FEET
 OE1256'HIGHER THAN THE INTERSECTION.  A STANDARD DISK, STAMPED E 205 1942 AND
 OE1256'SET VERTICALLY.
 OE1256
 OE1256                          STATION RECOVERY (1998)
 OE1256
 OE1256'RECOVERY NOTE BY US POWER SQUADRON 1998
 OE1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1512 ***********************************************************************
 OE1512  DESIGNATION -  E 206
 OE1512  PID         -  OE1512
 OE1512  STATE/COUNTY-  NY/LEWIS
 OE1512  USGS QUAD   -  WEST LOWVILLE (1980)
 OE1512
 OE1512                         *CURRENT SURVEY CONTROL
 OE1512  ___________________________________________________________________
 OE1512* NAD 83(1986)-  43 51 28.     (N)    075 30 16.     (W)     SCALED    
 OE1512* NAVD 88     -       225.400  (meters)     739.50   (feet)  ADJUSTED  
 OE1512  ___________________________________________________________________
 OE1512  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 OE1512  DYNAMIC HT  -         225.355 (meters)     739.35  (feet)  COMP
 OE1512  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 OE1512
 OE1512  VERT ORDER  -  FIRST     CLASS II
 OE1512
 OE1512.The horizontal coordinates were scaled from a topographic map and have
 OE1512.an estimated accuracy of +/- 6 seconds.
 OE1512
 OE1512.The orthometric height was determined by differential leveling
 OE1512.and adjusted by the National Geodetic Survey in June 1991..
 OE1512
 OE1512.The geoid height was determined by GEOID03.
 OE1512
 OE1512.The dynamic height is computed by dividing the NAVD 88
 OE1512.geopotential number by the normal gravity value computed on the
 OE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1512.degrees latitude (g = 980.6199 gals.).
 OE1512
 OE1512.The modeled gravity was interpolated from observed gravity values.
 OE1512
 OE1512;                    North         East    Units  Estimated Accuracy
 OE1512;SPC NY C     -   429,030.      336,740.      MT  (+/- 180 meters Scaled)
 OE1512
 OE1512                          SUPERSEDED SURVEY CONTROL
 OE1512
 OE1512  NGVD 29 (??/??/92)  225.504  (m)          739.84   (f) ADJ UNCH    1 2
 OE1512
 OE1512.Superseded values are not recommended for survey control.
 OE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1512.See file dsdata.txt to determine how the superseded data were derived.
 OE1512
 OE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP594562(NAD 83)
 OE1512_MARKER: DB = BENCH MARK DISK
 OE1512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1512_SP_SET: CULVERT
 OE1512_STAMPING: E 206 1942
 OE1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1512
 OE1512  HISTORY     - Date     Condition        Report By
 OE1512  HISTORY     - 1942     MONUMENTED       CGS
 OE1512
 OE1512                          STATION DESCRIPTION
 OE1512
 OE1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1512'2.1 MI S FROM CASTERLAND.
 OE1512'TO REACH FROM CASTERLAND, PROCEED SOUTHERLY ALONG NEW YORK CENTRAL
 OE1512'RAILROAD TRACK 2.1 MILES TO THE SITE OF THE BENCH MARK. BENCH MARK IS
 OE1512'0.6 MILE NORTH OF MILE POST NUMBERED U63, 9.0 FEET WEST OF AND ABOUT
 OE1512'1.0 FOOT BELOW THE CENTERLINE OF THE RAILROAD TRACK.  IT IS SET
 OE1512'HORIZONTALLY IN THE NORTH HEADWALL OF A CONCRETE RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0702 ***********************************************************************
 NB0702  DESIGNATION -  E 207
 NB0702  PID         -  NB0702
 NB0702  STATE/COUNTY-  NY/SENECA
 NB0702  USGS QUAD   -  CAYUGA (1954)
 NB0702
 NB0702                         *CURRENT SURVEY CONTROL
 NB0702  ___________________________________________________________________
 NB0702* NAD 83(1986)-  42 52 50.     (N)    076 44 48.     (W)     SCALED    
 NB0702* NAVD 88     -       123.368  (meters)     404.75   (feet)  ADJUSTED  
 NB0702  ___________________________________________________________________
 NB0702  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NB0702  DYNAMIC HT  -         123.336 (meters)     404.64  (feet)  COMP
 NB0702  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 NB0702
 NB0702  VERT ORDER  -  SECOND    CLASS 0
 NB0702
 NB0702.The horizontal coordinates were scaled from a topographic map and have
 NB0702.an estimated accuracy of +/- 6 seconds.
 NB0702
 NB0702.The orthometric height was determined by differential leveling
 NB0702.and adjusted by the National Geodetic Survey in June 1991..
 NB0702
 NB0702.The geoid height was determined by GEOID03.
 NB0702
 NB0702.The dynamic height is computed by dividing the NAVD 88
 NB0702.geopotential number by the normal gravity value computed on the
 NB0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0702.degrees latitude (g = 980.6199 gals.).
 NB0702
 NB0702.The modeled gravity was interpolated from observed gravity values.
 NB0702
 NB0702;                    North         East    Units  Estimated Accuracy
 NB0702;SPC NY C     -   319,920.      236,660.      MT  (+/- 180 meters Scaled)
 NB0702
 NB0702                          SUPERSEDED SURVEY CONTROL
 NB0702
 NB0702  NGVD 29 (??/??/92)  123.548  (m)          405.34   (f) ADJ UNCH    2 0
 NB0702
 NB0702.Superseded values are not recommended for survey control.
 NB0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0702.See file dsdata.txt to determine how the superseded data were derived.
 NB0702
 NB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN573490(NAD 83)
 NB0702_MARKER: DB = BENCH MARK DISK
 NB0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0702_STAMPING: E 207 1942
 NB0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0702+STABILITY: SURFACE MOTION
 NB0702
 NB0702  HISTORY     - Date     Condition        Report By
 NB0702  HISTORY     - 1942     MONUMENTED       CGS
 NB0702  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0702  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0702  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NB0702
 NB0702                          STATION DESCRIPTION
 NB0702
 NB0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NB0702'2.1 MI N FROM CANOGA.
 NB0702'2.1 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE PRESBYTERIAN CHURCH
 NB0702'AT CANOGA, SENECA COUNTY, AT THE NORTH END OF A PARK EAST OF THE
 NB0702'HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST
 NB0702'OF THE SOUTH END OF A GUARD FENCE, 12 FEET NORTH OF A SMALL ELM TREE,
 NB0702'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 NB0702'STAMPED E 207 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NB0702'0.4 FOOT ABOVE GROUND.
 NB0702
 NB0702                          STATION RECOVERY (1985)
 NB0702
 NB0702'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0702'MARK NOT FOUND.
 NB0702
 NB0702                          STATION RECOVERY (1985)
 NB0702
 NB0702'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0702'MARK NOT FOUND.
 NB0702
 NB0702                          STATION RECOVERY (1995)
 NB0702
 NB0702'RECOVERY NOTE BY US POWER SQUADRON 1995
 NB0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0832 ***********************************************************************
 PH0832  DESIGNATION -  E 208
 PH0832  PID         -  PH0832
 PH0832  STATE/COUNTY-  NY/ST LAWRENCE
 PH0832  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0832
 PH0832                         *CURRENT SURVEY CONTROL
 PH0832  ___________________________________________________________________
 PH0832* NAD 83(1986)-  44 36 27.     (N)    075 20 21.     (W)     SCALED    
 PH0832* NAVD 88     -        98.377  (meters)     322.76   (feet)  ADJUSTED  
 PH0832  ___________________________________________________________________
 PH0832  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 PH0832  DYNAMIC HT  -          98.370 (meters)     322.74  (feet)  COMP
 PH0832  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 PH0832
 PH0832  VERT ORDER  -  FIRST     CLASS II
 PH0832
 PH0832.The horizontal coordinates were scaled from a topographic map and have
 PH0832.an estimated accuracy of +/- 6 seconds.
 PH0832
 PH0832.The orthometric height was determined by differential leveling
 PH0832.and adjusted by the National Geodetic Survey in June 1991..
 PH0832
 PH0832.The geoid height was determined by GEOID03.
 PH0832
 PH0832.The dynamic height is computed by dividing the NAVD 88
 PH0832.geopotential number by the normal gravity value computed on the
 PH0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0832.degrees latitude (g = 980.6199 gals.).
 PH0832
 PH0832.The modeled gravity was interpolated from observed gravity values.
 PH0832
 PH0832;                    North         East    Units  Estimated Accuracy
 PH0832;SPC NY E     -   641,600.       83,390.      MT  (+/- 180 meters Scaled)
 PH0832
 PH0832                          SUPERSEDED SURVEY CONTROL
 PH0832
 PH0832  NGVD 29 (??/??/92)   98.517  (m)          323.22   (f) ADJ UNCH    1 2
 PH0832
 PH0832.Superseded values are not recommended for survey control.
 PH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0832.See file dsdata.txt to determine how the superseded data were derived.
 PH0832
 PH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ730394(NAD 83)
 PH0832_MARKER: DB = BENCH MARK DISK
 PH0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0832_STAMPING: E 208 1942
 PH0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0832+STABILITY: SURFACE MOTION
 PH0832
 PH0832  HISTORY     - Date     Condition        Report By
 PH0832  HISTORY     - 1942     MONUMENTED       CGS
 PH0832  HISTORY     - 1963     GOOD             NGS
 PH0832
 PH0832                          STATION DESCRIPTION
 PH0832
 PH0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0832'1.3 MI NW FROM RENSSELAER FALLS.
 PH0832'TO REACH FROM THE RAILROAD STATION AT RENSSELAER FALLS, PROCEED 1.3
 PH0832'MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD, TO MILE POST NO.
 PH0832'8, AND SITE OF BENCH MARK.  BENCH MARK IS 55.0 FEET SOUTHWEST OF AND
 PH0832'ACROSS TRACK FROM MILE POST NO. 8.  IT IS 33.0 FEET SOUTHWEST OF AND
 PH0832'ABOUT LEVEL WITH THE CENTERLINE OF TRACK, 1.0 FOOT NORTH OF A STEEL
 PH0832'GATE IN RIGHT-OF-WAY FENCE.  MONUMENT IS 1.0 FOOT SOUTH OF A 4X4 INCH
 PH0832'WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
 PH0832
 PH0832                          STATION RECOVERY (1963)
 PH0832
 PH0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0931 ***********************************************************************
 PH0931  DESIGNATION -  E 209
 PH0931  PID         -  PH0931
 PH0931  STATE/COUNTY-  NY/ST LAWRENCE
 PH0931  USGS QUAD   -  MORLEY (1964)
 PH0931
 PH0931                         *CURRENT SURVEY CONTROL
 PH0931  ___________________________________________________________________
 PH0931* NAD 83(1986)-  44 40 27.     (N)    075 12 52.     (W)     SCALED    
 PH0931* NAVD 88     -        94.952  (meters)     311.52   (feet)  ADJUSTED  
 PH0931  ___________________________________________________________________
 PH0931  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 PH0931  DYNAMIC HT  -          94.946 (meters)     311.50  (feet)  COMP
 PH0931  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 PH0931
 PH0931  VERT ORDER  -  SECOND    CLASS 0
 PH0931
 PH0931.The horizontal coordinates were scaled from a topographic map and have
 PH0931.an estimated accuracy of +/- 6 seconds.
 PH0931
 PH0931.The orthometric height was determined by differential leveling
 PH0931.and adjusted by the National Geodetic Survey in June 1991..
 PH0931
 PH0931.The geoid height was determined by GEOID03.
 PH0931
 PH0931.The dynamic height is computed by dividing the NAVD 88
 PH0931.geopotential number by the normal gravity value computed on the
 PH0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0931.degrees latitude (g = 980.6199 gals.).
 PH0931
 PH0931.The modeled gravity was interpolated from observed gravity values.
 PH0931
 PH0931;                    North         East    Units  Estimated Accuracy
 PH0931;SPC NY E     -   648,920.       93,360.      MT  (+/- 180 meters Scaled)
 PH0931
 PH0931                          SUPERSEDED SURVEY CONTROL
 PH0931
 PH0931  NGVD 29 (??/??/92)   95.089  (m)          311.97   (f) ADJ UNCH    2 0
 PH0931
 PH0931.Superseded values are not recommended for survey control.
 PH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0931.See file dsdata.txt to determine how the superseded data were derived.
 PH0931
 PH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ830467(NAD 83)
 PH0931_MARKER: DB = BENCH MARK DISK
 PH0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0931_SP_SET: CULVERT
 PH0931_STAMPING: E 209 1942
 PH0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0931
 PH0931  HISTORY     - Date     Condition        Report By
 PH0931  HISTORY     - 1942     MONUMENTED       CGS
 PH0931  HISTORY     - 19950704 POOR             USPSQD
 PH0931
 PH0931                          STATION DESCRIPTION
 PH0931
 PH0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0931'1.0 MI NW FROM MORLEY.
 PH0931'TO REACH FROM THE POST OFFICE AT MORLEY, PROCEED 1.0 MILE NORTHWEST
 PH0931'ALONG A COUNTY ASPHALT ROAD, TO AN IRON PIPE CULVERT, AND SITE OF
 PH0931'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 PH0931'THE SOUTHWEST CONCRETE HEADWALL OF A 2.0 FOOT IRON PIPE CULVERT UNDER
 PH0931'ROAD.  IT IS ABOUT 0.1 MILE SOUTHEAST OF A LARGE CURVE, 13.0 FEET
 PH0931'SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD.
 PH0931
 PH0931                          STATION RECOVERY (1995)
 PH0931
 PH0931'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH0931'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0005 ***********************************************************************
 OG0005  DESIGNATION -  E 21 RESET 1966
 OG0005  PID         -  OG0005
 OG0005  STATE/COUNTY-  NY/ORLEANS
 OG0005  USGS QUAD   -  
 OG0005
 OG0005                         *CURRENT SURVEY CONTROL
 OG0005  ___________________________________________________________________
 OG0005* NAD 83(1986)-  43 19 34.     (N)    078 23 15.     (W)     SCALED    
 OG0005* NAVD 88     -        99.92   (+/-2cm)     327.8    (feet)  VERTCON   
 OG0005  ___________________________________________________________________
 OG0005  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OG0005
 OG0005  VERT ORDER  -  THIRD (See Below)
 OG0005
 OG0005.The horizontal coordinates were scaled from a topographic map and have
 OG0005.an estimated accuracy of +/- 6 seconds.
 OG0005
 OG0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0005.The vertical order pertains to the NGVD 29 superseded value.
 OG0005
 OG0005.The geoid height was determined by GEOID03.
 OG0005
 OG0005;                    North         East    Units  Estimated Accuracy
 OG0005;SPC NY W     -   369,420.      365,880.      MT  (+/- 180 meters Scaled)
 OG0005
 OG0005                          SUPERSEDED SURVEY CONTROL
 OG0005
 OG0005  NGVD 29 (09/01/04)  100.10   (m)          328.4    (f) RESET       3  
 OG0005
 OG0005.Superseded values are not recommended for survey control.
 OG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0005.See file dsdata.txt to determine how the superseded data were derived.
 OG0005
 OG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ118003(NAD 83)
 OG0005_MARKER: DB = BENCH MARK DISK
 OG0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0005_SP_SET: WALL
 OG0005_STAMPING: E 21 RESET 1966
 OG0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0005
 OG0005  HISTORY     - Date     Condition        Report By
 OG0005  HISTORY     - 1966     MONUMENTED       CGS
 OG0005
 OG0005                          STATION DESCRIPTION
 OG0005
 OG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OG0005'IN LYNDONVILLE.
 OG0005'AT LYNDONVILLE, ORLEANS COUNTY, ON THE PROPERTY OF THE FIRE
 OG0005'DEPARTMENT.  MARK IS SET VERTICALLY IN THE CINDER BLOCK WALL OF THE
 OG0005'FIRE STATION, 60 PACES EAST OF MAIN STREET, 25 FEET NORTH OF THE
 OG0005'NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD TRACKS, 1.3 FEET WEST OF
 OG0005'THE SOUTHEAST CORNER OF THE BUILDING AND 2.5 FEET ABOVE THE SURFACE
 OG0005'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0942 ***********************************************************************
 PH0942  DESIGNATION -  E 210
 PH0942  PID         -  PH0942
 PH0942  STATE/COUNTY-  NY/ST LAWRENCE
 PH0942  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0942
 PH0942                         *CURRENT SURVEY CONTROL
 PH0942  ___________________________________________________________________
 PH0942* NAD 83(1986)-  44 36 57.     (N)    075 16 28.     (W)     SCALED    
 PH0942* NAVD 88     -       107.842  (meters)     353.81   (feet)  ADJUSTED  
 PH0942  ___________________________________________________________________
 PH0942  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 PH0942  DYNAMIC HT  -         107.834 (meters)     353.79  (feet)  COMP
 PH0942  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 PH0942
 PH0942  VERT ORDER  -  SECOND    CLASS 0
 PH0942
 PH0942.The horizontal coordinates were scaled from a topographic map and have
 PH0942.an estimated accuracy of +/- 6 seconds.
 PH0942
 PH0942.The orthometric height was determined by differential leveling
 PH0942.and adjusted by the National Geodetic Survey in June 1991..
 PH0942
 PH0942.The geoid height was determined by GEOID03.
 PH0942
 PH0942.The dynamic height is computed by dividing the NAVD 88
 PH0942.geopotential number by the normal gravity value computed on the
 PH0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0942.degrees latitude (g = 980.6199 gals.).
 PH0942
 PH0942.The modeled gravity was interpolated from observed gravity values.
 PH0942
 PH0942;                    North         East    Units  Estimated Accuracy
 PH0942;SPC NY E     -   642,480.       88,540.      MT  (+/- 180 meters Scaled)
 PH0942
 PH0942                          SUPERSEDED SURVEY CONTROL
 PH0942
 PH0942  NGVD 29 (??/??/92)  107.980  (m)          354.26   (f) ADJ UNCH    2 0
 PH0942
 PH0942.Superseded values are not recommended for survey control.
 PH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0942.See file dsdata.txt to determine how the superseded data were derived.
 PH0942
 PH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ782403(NAD 83)
 PH0942_MARKER: DB = BENCH MARK DISK
 PH0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0942_SP_SET: CUVLERT
 PH0942_STAMPING: E 210 1942
 PH0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0942
 PH0942  HISTORY     - Date     Condition        Report By
 PH0942  HISTORY     - 1942     MONUMENTED       CGS
 PH0942  HISTORY     - 1963     GOOD             NGS
 PH0942  HISTORY     - 1989     GOOD             USPSQD
 PH0942  HISTORY     - 19920723 GOOD             USPSQD
 PH0942
 PH0942                          STATION DESCRIPTION
 PH0942
 PH0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0942'3.0 MI NE FROM RENSSELAER FALLS.
 PH0942'TO REACH FROM THE POST OFFICE AT RENSSELAER FALLS, PROCEED 3.0 MILES
 PH0942'NORTHEAST ALONG STATE HIGHWAY NO. 186, TO A CONCRETE CULVERT AND SITE
 PH0942'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE NORTHEAST END OF
 PH0942'THE SOUTHEAST HEADWALL OF AN 18.0 INCH CONCRETE PIPE CULVERT UNDER
 PH0942'HIGHWAY.  IT IS 126.0 FEET EAST OF THE EAST CORNER OF AND ACROSS ROAD
 PH0942'FROM A LARGE FRAME FARM HOUSE.  IT IS 19.4 FEET SOUTHEAST OF AND ABOUT
 PH0942'1.5 FOOT BELOW THE CENTERLINE OF HIGHWAY.
 PH0942
 PH0942                          STATION RECOVERY (1963)
 PH0942
 PH0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PH0942'RECOVERED IN GOOD CONDITION.
 PH0942
 PH0942                          STATION RECOVERY (1989)
 PH0942
 PH0942'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWW)
 PH0942'RECOVERED IN GOOD CONDITION.
 PH0942
 PH0942                          STATION RECOVERY (1992)
 PH0942
 PH0942'RECOVERY NOTE BY US POWER SQUADRON 1992 (JWW)
 PH0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0982 ***********************************************************************
 PH0982  DESIGNATION -  E 211
 PH0982  PID         -  PH0982
 PH0982  STATE/COUNTY-  NY/ST LAWRENCE
 PH0982  USGS QUAD   -  WEST POTSDAM (1964)
 PH0982
 PH0982                         *CURRENT SURVEY CONTROL
 PH0982  ___________________________________________________________________
 PH0982* NAD 83(1986)-  44 42 47.     (N)    075 05 09.     (W)     SCALED    
 PH0982* NAVD 88     -       103.790  (meters)     340.52   (feet)  ADJUSTED  
 PH0982  ___________________________________________________________________
 PH0982  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 PH0982  DYNAMIC HT  -         103.784 (meters)     340.50  (feet)  COMP
 PH0982  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 PH0982
 PH0982  VERT ORDER  -  SECOND    CLASS 0
 PH0982
 PH0982.The horizontal coordinates were scaled from a topographic map and have
 PH0982.an estimated accuracy of +/- 6 seconds.
 PH0982
 PH0982.The orthometric height was determined by differential leveling
 PH0982.and adjusted by the National Geodetic Survey in June 1991..
 PH0982
 PH0982.The geoid height was determined by GEOID03.
 PH0982
 PH0982.The dynamic height is computed by dividing the NAVD 88
 PH0982.geopotential number by the normal gravity value computed on the
 PH0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0982.degrees latitude (g = 980.6199 gals.).
 PH0982
 PH0982.The modeled gravity was interpolated from observed gravity values.
 PH0982
 PH0982;                    North         East    Units  Estimated Accuracy
 PH0982;SPC NY E     -   653,160.      103,580.      MT  (+/- 180 meters Scaled)
 PH0982
 PH0982                          SUPERSEDED SURVEY CONTROL
 PH0982
 PH0982  NGVD 29 (??/??/92)  103.921  (m)          340.95   (f) ADJ UNCH    2 0
 PH0982
 PH0982.Superseded values are not recommended for survey control.
 PH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0982.See file dsdata.txt to determine how the superseded data were derived.
 PH0982
 PH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ932510(NAD 83)
 PH0982_MARKER: DB = BENCH MARK DISK
 PH0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0982_SP_SET: CULVERT
 PH0982_STAMPING: E 211 1942
 PH0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0982
 PH0982  HISTORY     - Date     Condition        Report By
 PH0982  HISTORY     - 1942     MONUMENTED       CGS
 PH0982  HISTORY     - 1963     MARK NOT FOUND   USGS
 PH0982
 PH0982                          STATION DESCRIPTION
 PH0982
 PH0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0982'3.4 MI SE FROM MADRID.
 PH0982'TO REACH FROM THE METHODIST CHURCH IN MADRID, PROCEED 3.4 MILES
 PH0982'SOUTHEAST ALONG STATE HIGHWAY NO. 56-A, TO A CONCRETE CULVERT AND SITE
 PH0982'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTHEAST END OF
 PH0982'THE SOUTHWEST HEADWALL OF A 2X2 FOOT CONCRETE CULVERT UNDER HIGHWAY.
 PH0982'IT IS ABOUT 120.0 FEET SOUTHEAST OF THE CENTERLINE OF DRIVEWAY LEADING
 PH0982'TO A SMALL SHINGLED HOUSE AND BARN ON THE SOUTHWEST SIDE OF ROAD. IT
 PH0982'IS 13.3 FEET SOUTHWEST OF AND 0.6 FOOT ABOVE THE CENTERLINE OF
 PH0982'HIGHWAY.
 PH0982
 PH0982                          STATION RECOVERY (1963)
 PH0982
 PH0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0461 ***********************************************************************
 PH0461  DESIGNATION -  E 212
 PH0461  PID         -  PH0461
 PH0461  STATE/COUNTY-  NY/FRANKLIN
 PH0461  USGS QUAD   -  SAINT REGIS FALLS (1980)
 PH0461
 PH0461                         *CURRENT SURVEY CONTROL
 PH0461  ___________________________________________________________________
 PH0461* NAD 83(1986)-  44 40 23.     (N)    074 32 54.     (W)     SCALED    
 PH0461* NAVD 88     -       375.500  (meters)    1231.95   (feet)  ADJUSTED  
 PH0461  ___________________________________________________________________
 PH0461  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 PH0461  DYNAMIC HT  -         375.457 (meters)    1231.81  (feet)  COMP
 PH0461  MODELED GRAV-     980,492.1   (mgal)                       NAVD 88
 PH0461
 PH0461  VERT ORDER  -  FIRST     CLASS II
 PH0461
 PH0461.The horizontal coordinates were scaled from a topographic map and have
 PH0461.an estimated accuracy of +/- 6 seconds.
 PH0461
 PH0461.The orthometric height was determined by differential leveling
 PH0461.and adjusted by the National Geodetic Survey in June 1991..
 PH0461
 PH0461.The geoid height was determined by GEOID03.
 PH0461
 PH0461.The dynamic height is computed by dividing the NAVD 88
 PH0461.geopotential number by the normal gravity value computed on the
 PH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0461.degrees latitude (g = 980.6199 gals.).
 PH0461
 PH0461.The modeled gravity was interpolated from observed gravity values.
 PH0461
 PH0461;                    North         East    Units  Estimated Accuracy
 PH0461;SPC NY E     -   648,550.      146,170.      MT  (+/- 180 meters Scaled)
 PH0461
 PH0461                          SUPERSEDED SURVEY CONTROL
 PH0461
 PH0461  NGVD 29 (??/??/92)  375.585  (m)         1232.23   (f) ADJ UNCH    1 2
 PH0461
 PH0461.Superseded values are not recommended for survey control.
 PH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0461.See file dsdata.txt to determine how the superseded data were derived.
 PH0461
 PH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ358467(NAD 83)
 PH0461_MARKER: DB = BENCH MARK DISK
 PH0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PH0461_SP_SET: BRIDGE
 PH0461_STAMPING: E 212 1942
 PH0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH0461
 PH0461  HISTORY     - Date     Condition        Report By
 PH0461  HISTORY     - 1942     MONUMENTED       CGS
 PH0461  HISTORY     - 1975     GOOD             NGS
 PH0461  HISTORY     - 20040118 GOOD             GEOCAC
 PH0461
 PH0461                          STATION DESCRIPTION
 PH0461
 PH0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0461'0.30 MI SW FROM ST. REGIS FALLS.
 PH0461'0.15 MILE SOUTH ALONG NORTH MAIN STREET FROM ST. REGIS FALLS CENTRAL
 PH0461'SCHOOL AT ST. REGIS FALLS, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY
 PH0461'458 TO A STEEL BRIDGE OVER ST REGIS RIVER, IN THE TOP SOUTH END OF THE
 PH0461'EAST ABUTMENT, 17 FEET SOUTH OF CENTER LINE OF THE HIGHWAY, 137 FEET
 PH0461'SOUTHWEST OF POWER POLE NO. MLP 4 WITH TRANSFORMER, AND ABOUT LEVEL
 PH0461'WITH THE HIGHWAY.
 PH0461
 PH0461                          STATION RECOVERY (2004)
 PH0461
 PH0461'RECOVERY NOTE BY GEOCACHING 2004 (PJG)
 PH0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0739 ***********************************************************************
 PH0739  DESIGNATION -  E 213
 PH0739  PID         -  PH0739
 PH0739  STATE/COUNTY-  NY/ST LAWRENCE
 PH0739  USGS QUAD   -  SYLVAN FALLS (1964)
 PH0739
 PH0739                         *CURRENT SURVEY CONTROL
 PH0739  ___________________________________________________________________
 PH0739* NAD 83(1986)-  44 34 03.     (N)    074 44 56.     (W)     SCALED    
 PH0739* NAVD 88     -       385.244  (meters)    1263.92   (feet)  ADJUSTED  
 PH0739  ___________________________________________________________________
 PH0739  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PH0739  DYNAMIC HT  -         385.195 (meters)    1263.76  (feet)  COMP
 PH0739  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 PH0739
 PH0739  VERT ORDER  -  SECOND    CLASS 0
 PH0739
 PH0739.The horizontal coordinates were scaled from a topographic map and have
 PH0739.an estimated accuracy of +/- 6 seconds.
 PH0739
 PH0739.The orthometric height was determined by differential leveling
 PH0739.and adjusted by the National Geodetic Survey in June 1991..
 PH0739
 PH0739.The geoid height was determined by GEOID03.
 PH0739
 PH0739.The dynamic height is computed by dividing the NAVD 88
 PH0739.geopotential number by the normal gravity value computed on the
 PH0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0739.degrees latitude (g = 980.6199 gals.).
 PH0739
 PH0739.The modeled gravity was interpolated from observed gravity values.
 PH0739
 PH0739;                    North         East    Units  Estimated Accuracy
 PH0739;SPC NY E     -   636,850.      130,230.      MT  (+/- 180 meters Scaled)
 PH0739
 PH0739                          SUPERSEDED SURVEY CONTROL
 PH0739
 PH0739  NGVD 29 (??/??/92)  385.345  (m)         1264.25   (f) ADJ UNCH    2 0
 PH0739
 PH0739.Superseded values are not recommended for survey control.
 PH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0739.See file dsdata.txt to determine how the superseded data were derived.
 PH0739
 PH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ199349(NAD 83)
 PH0739_MARKER: DB = BENCH MARK DISK
 PH0739_SETTING: 80 = SET IN A BOULDER
 PH0739_SP_SET: BOULDER
 PH0739_STAMPING: E 213 1942
 PH0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0739+STABILITY: SURFACE MOTION
 PH0739
 PH0739  HISTORY     - Date     Condition        Report By
 PH0739  HISTORY     - 1942     MONUMENTED       CGS
 PH0739
 PH0739                          STATION DESCRIPTION
 PH0739
 PH0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0739'6.4 MI SE FROM PARISHVILLE.
 PH0739'TO REACH FROM THE TOWN HALL OF PARISHVILLE-- PROCEED WESTERLY ALONG
 PH0739'NEW YORK STATE HIGHWAY NO. 72 0.2 MILE, THENCE SOUTHEASTERLY ALONG
 PH0739'COUNTY ROAD 6.2 MILES TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 PH0739'ABOUT 0.2 MILE NORTH OF A LOG CABIN, 41.6 FEET SOUTHWEST OF A
 PH0739'TELEPHONE POLE AND 37.3 FEET SOUTHWEST OF A WHITE BIRCH TREE BLAZED
 PH0739'WITH A SMALL CROSS.  IT IS SET HORIZONTALLY IN THE TOP OF A LARGE
 PH0739'BOULDER 19.4 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE OF
 PH0739'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0019 ***********************************************************************
 PJ0019  DESIGNATION -  E 216
 PJ0019  PID         -  PJ0019
 PJ0019  STATE/COUNTY-  NY/JEFFERSON
 PJ0019  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0019
 PJ0019                         *CURRENT SURVEY CONTROL
 PJ0019  ___________________________________________________________________
 PJ0019* NAD 83(1986)-  44 03 22.     (N)    076 15 46.     (W)     SCALED    
 PJ0019* NAVD 88     -        89.407  (meters)     293.33   (feet)  ADJUSTED  
 PJ0019  ___________________________________________________________________
 PJ0019  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PJ0019  DYNAMIC HT  -          89.395 (meters)     293.29  (feet)  COMP
 PJ0019  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 PJ0019
 PJ0019  VERT ORDER  -  SECOND    CLASS 0
 PJ0019
 PJ0019.The horizontal coordinates were scaled from a topographic map and have
 PJ0019.an estimated accuracy of +/- 6 seconds.
 PJ0019
 PJ0019.The orthometric height was determined by differential leveling
 PJ0019.and adjusted by the National Geodetic Survey in June 1991..
 PJ0019
 PJ0019.The geoid height was determined by GEOID03.
 PJ0019
 PJ0019.The dynamic height is computed by dividing the NAVD 88
 PJ0019.geopotential number by the normal gravity value computed on the
 PJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0019.degrees latitude (g = 980.6199 gals.).
 PJ0019
 PJ0019.The modeled gravity was interpolated from observed gravity values.
 PJ0019
 PJ0019;                    North         East    Units  Estimated Accuracy
 PJ0019;SPC NY C     -   450,550.      275,690.      MT  (+/- 180 meters Scaled)
 PJ0019
 PJ0019                          SUPERSEDED SURVEY CONTROL
 PJ0019
 PJ0019  NGVD 29 (??/??/92)   89.555  (m)          293.81   (f) ADJ UNCH    2 0
 PJ0019
 PJ0019.Superseded values are not recommended for survey control.
 PJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0019.See file dsdata.txt to determine how the superseded data were derived.
 PJ0019
 PJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP988788(NAD 83)
 PJ0019_MARKER: DB = BENCH MARK DISK
 PJ0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PJ0019_SP_SET: CULVERT
 PJ0019_STAMPING: E 216 1942
 PJ0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0019
 PJ0019  HISTORY     - Date     Condition        Report By
 PJ0019  HISTORY     - 1942     MONUMENTED       CGS
 PJ0019  HISTORY     - 19970729 MARK NOT FOUND   USPSQD
 PJ0019  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 PJ0019
 PJ0019                          STATION DESCRIPTION
 PJ0019
 PJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0019'3.9 MI SW FROM THREE MILE BAY.
 PJ0019'TO REACH FROM THE POSTOFFICE AT THREE MILE BAY, PROCEED WESTERLY ON
 PJ0019'STATE HIGHWAY NO. 12-E, GO 2.0 MILES TO THE INTERSECTION OF ROAD TO
 PJ0019'POINT PENNINSULA, TURN SOUTHERLY (LEFT) AND GO 1.9 MILES TO A
 PJ0019'CONCRETE CULVERT AND SITE OF BENCH MARK.
 PJ0019'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE NORTHEAST END OF THE
 PJ0019'SOUTHEAST HEADWALL OF THE CONCRETE CULVERT, IT IS ABOUT 0.1 MILE
 PJ0019'NORTHEAST OF A LARGE BARN, 75 FEET WEST OF A FLAT
 PJ0019'LIMESTONE OUTCROP, ABOUT 10.0 FEET IN DIAMETER, 11 FEET SOUTHEAST
 PJ0019'OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD.
 PJ0019
 PJ0019                          STATION RECOVERY (1997)
 PJ0019
 PJ0019'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0019'MARK NOT FOUND.
 PJ0019
 PJ0019                          STATION RECOVERY (1998)
 PJ0019
 PJ0019'RECOVERY NOTE BY US POWER SQUADRON 1998
 PJ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0020 ***********************************************************************
 PJ0020  DESIGNATION -  E 216 RESET 1950
 PJ0020  PID         -  PJ0020
 PJ0020  STATE/COUNTY-  NY/JEFFERSON
 PJ0020  USGS QUAD   -  CAPE VINCENT SOUTH (1980)
 PJ0020
 PJ0020                         *CURRENT SURVEY CONTROL
 PJ0020  ___________________________________________________________________
 PJ0020* NAD 83(1986)-  44 03 22.     (N)    076 15 46.     (W)     SCALED    
 PJ0020* NAVD 88     -        89.05   (meters)     292.2    (feet)  RESET     
 PJ0020  ___________________________________________________________________
 PJ0020  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PJ0020
 PJ0020  VERT ORDER  -  THIRD
 PJ0020
 PJ0020.The horizontal coordinates were scaled from a topographic map and have
 PJ0020.an estimated accuracy of +/- 6 seconds.
 PJ0020
 PJ0020.The orthometric height was computed from unverified reset data.
 PJ0020
 PJ0020.The geoid height was determined by GEOID03.
 PJ0020
 PJ0020;                    North         East    Units  Estimated Accuracy
 PJ0020;SPC NY C     -   450,550.      275,690.      MT  (+/- 180 meters Scaled)
 PJ0020
 PJ0020                          SUPERSEDED SURVEY CONTROL
 PJ0020
 PJ0020.No superseded survey control is available for this station.
 PJ0020
 PJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP988788(NAD 83)
 PJ0020_MARKER: DB = BENCH MARK DISK
 PJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PJ0020_STAMPING: 292.645 E 216 RESET 1950
 PJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0020+STABILITY: SURFACE MOTION
 PJ0020
 PJ0020  HISTORY     - Date     Condition        Report By
 PJ0020  HISTORY     - 1950     MONUMENTED       CGS
 PJ0020  HISTORY     - UNK      GOOD             NGS
 PJ0020
 PJ0020                          STATION DESCRIPTION
 PJ0020
 PJ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 PJ0020'3.9 MI SW FROM THREE MILE BAY.
 PJ0020'2.0 MILES WEST ALONG STATE HIGHWAY 12 E FROM THE POST OFFICE AT THREE
 PJ0020'MILE BAY, JEFFERSON COUNTY, THENCE 1.9 MILES SOUTH ALONG A ROAD
 PJ0020'LEADING TO PONT PENINSULA. 0.1 MILE NORTHEAST OF A LARGE BARN, 75
 PJ0020'FEET WEST OF A FLAT LIMESTONE OUTCROP 10 FEET IN DIAMETER, 23 EAST
 PJ0020'OF THE CENTER LINE OF THE ROAD AT A POINT 14 FEET SOUTH OF A CULVERT,
 PJ0020'AND 1 FOOT LOWER THAN THE ROAD. A STANDARD DISK, STAMPED XX 292.645
 PJ0020'E 216 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1385 ***********************************************************************
 PH1385  DESIGNATION -  E 217
 PH1385  PID         -  PH1385
 PH1385  STATE/COUNTY-  NY/JEFFERSON
 PH1385  USGS QUAD   -  BLACK RIVER (1982)
 PH1385
 PH1385                         *CURRENT SURVEY CONTROL
 PH1385  ___________________________________________________________________
 PH1385* NAD 83(1986)-  44 05 14.     (N)    075 50 20.     (W)     SCALED    
 PH1385* NAVD 88     -       152.127  (meters)     499.10   (feet)  ADJUSTED  
 PH1385  ___________________________________________________________________
 PH1385  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 PH1385  DYNAMIC HT  -         152.104 (meters)     499.03  (feet)  COMP
 PH1385  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 PH1385
 PH1385  VERT ORDER  -  SECOND    CLASS 0
 PH1385
 PH1385.The horizontal coordinates were scaled from a topographic map and have
 PH1385.an estimated accuracy of +/- 6 seconds.
 PH1385
 PH1385.The orthometric height was determined by differential leveling
 PH1385.and adjusted by the National Geodetic Survey in June 1991..
 PH1385
 PH1385.The geoid height was determined by GEOID03.
 PH1385
 PH1385.The dynamic height is computed by dividing the NAVD 88
 PH1385.geopotential number by the normal gravity value computed on the
 PH1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1385.degrees latitude (g = 980.6199 gals.).
 PH1385
 PH1385.The modeled gravity was interpolated from observed gravity values.
 PH1385
 PH1385;                    North         East    Units  Estimated Accuracy
 PH1385;SPC NY C     -   454,230.      309,620.      MT  (+/- 180 meters Scaled)
 PH1385
 PH1385                          SUPERSEDED SURVEY CONTROL
 PH1385
 PH1385  NGVD 29 (??/??/92)  152.259  (m)          499.54   (f) ADJ UNCH    2 0
 PH1385
 PH1385.Superseded values are not recommended for survey control.
 PH1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1385.See file dsdata.txt to determine how the superseded data were derived.
 PH1385
 PH1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP328819(NAD 83)
 PH1385_MARKER: DB = BENCH MARK DISK
 PH1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1385_SP_SET: CULVERT
 PH1385_STAMPING: E 217 1942
 PH1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1385
 PH1385  HISTORY     - Date     Condition        Report By
 PH1385  HISTORY     - 1942     MONUMENTED       CGS
 PH1385
 PH1385                          STATION DESCRIPTION
 PH1385
 PH1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1385'1.5 MI W FROM EVANS MILLS.
 PH1385'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT EVANS MILLS,
 PH1385'PROCEED WESTERLY ON PAVED ROAD TO PAMELIA, GO 1.5 MILE TO A CONCRETE
 PH1385'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP
 PH1385'OF THE SOUTHEAST CORNER OF THE SOUTH HEADWALL OF THE CONCRETE CULVERT,
 PH1385'IT IS 22.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTER LINE OF
 PH1385'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PJ0138 ***********************************************************************
 PJ0138  DESIGNATION -  E 218
 PJ0138  PID         -  PJ0138
 PJ0138  STATE/COUNTY-  NY/JEFFERSON
 PJ0138  USGS QUAD   -  CLAYTON (1980)
 PJ0138
 PJ0138                         *CURRENT SURVEY CONTROL
 PJ0138  ___________________________________________________________________
 PJ0138* NAD 83(1986)-  44 12 42.     (N)    076 04 32.     (W)     SCALED    
 PJ0138* NAVD 88     -       102.359  (meters)     335.82   (feet)  ADJUSTED  
 PJ0138  ___________________________________________________________________
 PJ0138  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 PJ0138  DYNAMIC HT  -         102.346 (meters)     335.78  (feet)  COMP
 PJ0138  MODELED GRAV-     980,488.2   (mgal)                       NAVD 88
 PJ0138
 PJ0138  VERT ORDER  -  SECOND    CLASS 0
 PJ0138
 PJ0138.The horizontal coordinates were scaled from a topographic map and have
 PJ0138.an estimated accuracy of +/- 6 seconds.
 PJ0138
 PJ0138.The orthometric height was determined by differential leveling
 PJ0138.and adjusted by the National Geodetic Survey in June 1991..
 PJ0138
 PJ0138.The geoid height was determined by GEOID03.
 PJ0138
 PJ0138.The dynamic height is computed by dividing the NAVD 88
 PJ0138.geopotential number by the normal gravity value computed on the
 PJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0138.degrees latitude (g = 980.6199 gals.).
 PJ0138
 PJ0138.The modeled gravity was interpolated from observed gravity values.
 PJ0138
 PJ0138;                    North         East    Units  Estimated Accuracy
 PJ0138;SPC NY C     -   467,910.      290,580.      MT  (+/- 180 meters Scaled)
 PJ0138
 PJ0138                          SUPERSEDED SURVEY CONTROL
 PJ0138
 PJ0138  NGVD 29 (??/??/92)  102.506  (m)          336.31   (f) ADJ UNCH    2 0
 PJ0138
 PJ0138.Superseded values are not recommended for survey control.
 PJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0138.See file dsdata.txt to determine how the superseded data were derived.
 PJ0138
 PJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP140959(NAD 83)
 PJ0138_MARKER: DB = BENCH MARK DISK
 PJ0138_SETTING: 66 = SET IN ROCK OUTCROP
 PJ0138_SP_SET: ROCK OUTCROP
 PJ0138_STAMPING: E 218 1942
 PJ0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PJ0138+STABILITY: POSITION/ELEVATION WELL
 PJ0138
 PJ0138  HISTORY     - Date     Condition        Report By
 PJ0138  HISTORY     - 1942     MONUMENTED       CGS
 PJ0138  HISTORY     - 1973     GOOD             LOCSUR
 PJ0138  HISTORY     - 19970729 MARK NOT FOUND   USPSQD
 PJ0138  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PJ0138
 PJ0138                          STATION DESCRIPTION
 PJ0138
 PJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PJ0138'1.8 MI S FROM CLAYTON.
 PJ0138'TO REACH FROM THE HIGH SCHOOL AT CLAYTON, PROCEED SOUTH ON STATE
 PJ0138'HIGHWAY NO. 12, GO 0.7 MILE TO THE INTERSECTION OF THE OLD HIGHWAY,
 PJ0138'GO 0.4 MILE, TURN SOUTHERLY (LEFT) AND GO 0.7 MILE TO A LARGE HOUSE
 PJ0138'AT TOP OF A SMALL HILL AND SITE OF BENCH MARK.
 PJ0138'BENCH MARK IS SET HORIZONTALLY IN TOP OF A LARGE FLAT LIMESTONE
 PJ0138'OUTCROP, IT IS ABOUT 350.0 FEET NORTHWEST OF THE HOUSE, 51.0 FEET
 PJ0138'NORTHWEST OF A GATE IN RIGHT-OF-WAY FENCE, 33.0 FEET NORTHEAST OF
 PJ0138'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD, AND
 PJ0138'2.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 PJ0138
 PJ0138                          STATION RECOVERY (1973)
 PJ0138
 PJ0138'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PJ0138'RECOVERED IN GOOD CONDITION.
 PJ0138
 PJ0138                          STATION RECOVERY (1997)
 PJ0138
 PJ0138'RECOVERY NOTE BY US POWER SQUADRON 1997
 PJ0138'MARK NOT FOUND.
 PJ0138
 PJ0138                          STATION RECOVERY (2005)
 PJ0138
 PJ0138'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 PJ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1358 ***********************************************************************
 PH1358  DESIGNATION -  E 219
 PH1358  PID         -  PH1358
 PH1358  STATE/COUNTY-  NY/JEFFERSON
 PH1358  USGS QUAD   -  THERESA (1958)
 PH1358
 PH1358                         *CURRENT SURVEY CONTROL
 PH1358  ___________________________________________________________________
 PH1358* NAD 83(1986)-  44 12 59.     (N)    075 47 28.     (W)     SCALED    
 PH1358* NAVD 88     -       119.158  (meters)     390.94   (feet)  ADJUSTED  
 PH1358  ___________________________________________________________________
 PH1358  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 PH1358  DYNAMIC HT  -         119.143 (meters)     390.89  (feet)  COMP
 PH1358  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 PH1358
 PH1358  VERT ORDER  -  SECOND    CLASS 0
 PH1358
 PH1358.The horizontal coordinates were scaled from a topographic map and have
 PH1358.an estimated accuracy of +/- 6 seconds.
 PH1358
 PH1358.The orthometric height was determined by differential leveling
 PH1358.and adjusted by the National Geodetic Survey in June 1991..
 PH1358
 PH1358.The geoid height was determined by GEOID03.
 PH1358
 PH1358.The dynamic height is computed by dividing the NAVD 88
 PH1358.geopotential number by the normal gravity value computed on the
 PH1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1358.degrees latitude (g = 980.6199 gals.).
 PH1358
 PH1358.The modeled gravity was interpolated from observed gravity values.
 PH1358
 PH1358;                    North         East    Units  Estimated Accuracy
 PH1358;SPC NY C     -   468,610.      313,310.      MT  (+/- 180 meters Scaled)
 PH1358
 PH1358                          SUPERSEDED SURVEY CONTROL
 PH1358
 PH1358  NGVD 29 (??/??/92)  119.307  (m)          391.43   (f) ADJ UNCH    2 0
 PH1358
 PH1358.Superseded values are not recommended for survey control.
 PH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1358.See file dsdata.txt to determine how the superseded data were derived.
 PH1358
 PH1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP368962(NAD 83)
 PH1358_MARKER: DB = BENCH MARK DISK
 PH1358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PH1358_SP_SET: BRIDGE WINGWALL
 PH1358_STAMPING: E 219 1942
 PH1358_MARK LOGO: CGS   
 PH1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 PH1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PH1358
 PH1358  HISTORY     - Date     Condition        Report By
 PH1358  HISTORY     - 1942     MONUMENTED       CGS
 PH1358  HISTORY     - 1965     GOOD             LDA
 PH1358  HISTORY     - 19940923 GOOD             LOCENG
 PH1358  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 PH1358
 PH1358                          STATION DESCRIPTION
 PH1358
 PH1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1358'IN THERESA.
 PH1358'BENCH MARK IS ALONG STATE HIGHWAY NO. 26 AND SET HORIZONTALLY IN TOP
 PH1358'OF THE NORTHEAST WINGWALL AT THE EAST END OF HIGHWAY BRIDGE OVER
 PH1358'INDIAN RIVER, IT IS 16.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 PH1358'THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH OF THE STEEL GUARD RAIL
 PH1358'OF THE BRIDGE.
 PH1358
 PH1358                          STATION RECOVERY (1965)
 PH1358
 PH1358'RECOVERY NOTE BY L DICKERSON ASSOC 1965
 PH1358'RECOVERED IN GOOD CONDITION.
 PH1358
 PH1358                          STATION RECOVERY (1994)
 PH1358
 PH1358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BW)
 PH1358'RECOVERED AS DESCRIBED.
 PH1358
 PH1358                          STATION RECOVERY (1998)
 PH1358
 PH1358'RECOVERY NOTE BY US POWER SQUADRON 1998
 PH1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7426 ***********************************************************************
 AB7426  DESIGNATION -  E 219 RESET
 AB7426  PID         -  AB7426
 AB7426  STATE/COUNTY-  NY/JEFFERSON
 AB7426  USGS QUAD   -  THERESA (1958)
 AB7426
 AB7426                         *CURRENT SURVEY CONTROL
 AB7426  ___________________________________________________________________
 AB7426* NAD 83(1986)-  44 12 59.     (N)    075 47 28.     (W)     SCALED    
 AB7426* NAVD 88     -       122.48   (meters)     401.8    (feet)  RESET     
 AB7426  ___________________________________________________________________
 AB7426  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AB7426
 AB7426  VERT ORDER  -  THIRD
 AB7426
 AB7426.The horizontal coordinates were scaled from a topographic map and have
 AB7426.an estimated accuracy of +/- 6 seconds.
 AB7426
 AB7426.The orthometric height was computed from unverified reset data.
 AB7426
 AB7426.The geoid height was determined by GEOID03.
 AB7426
 AB7426;                    North         East    Units  Estimated Accuracy
 AB7426;SPC NY C     -   468,610.      313,310.      MT  (+/- 180 meters Scaled)
 AB7426
 AB7426                          SUPERSEDED SURVEY CONTROL
 AB7426
 AB7426.No superseded survey control is available for this station.
 AB7426
 AB7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP368962(NAD 83)
 AB7426_MARKER: DV = VERTICAL CONTROL DISK
 AB7426_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB7426_SP_SET: BRIDGE WINGWALL
 AB7426_STAMPING: E 219 RESET 1994
 AB7426_MARK LOGO: NGS   
 AB7426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7426
 AB7426  HISTORY     - Date     Condition        Report By
 AB7426  HISTORY     - 1994     MONUMENTED       LOCENG
 AB7426  HISTORY     - 19990703 GOOD             USPSQD
 AB7426
 AB7426                          STATION DESCRIPTION
 AB7426
 AB7426'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BW)
 AB7426'IN THE VILLAGE OF THERESA, ON NYS ROUTE 26, 0.2 MILE (0.3 KM) EASTERLY
 AB7426'FROM INTERSECTION OF NYS ROUTE 26 AND BRIDGE STREET, ON NORTHERLY EDGE
 AB7426'OF BRIDGE OVER INDIAN RIVER, 17 FEET (5.2 M) WEST FROM NORTHEAST
 AB7426'CORNER OF BRIDGE.  THE MARK PROJECTS 6 INCHES ABOVE THE ROAD SURFACE.
 AB7426
 AB7426                          STATION RECOVERY (1999)
 AB7426
 AB7426'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB7426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1258 ***********************************************************************
 PH1258  DESIGNATION -  E 220
 PH1258  PID         -  PH1258
 PH1258  STATE/COUNTY-  NY/JEFFERSON
 PH1258  USGS QUAD   -  ALEXANDRIA BAY (1982)
 PH1258
 PH1258                         *CURRENT SURVEY CONTROL
 PH1258  ___________________________________________________________________
 PH1258* NAD 83(1986)-  44 16 58.     (N)    075 55 59.     (W)     SCALED    
 PH1258* NAVD 88     -        94.423  (meters)     309.79   (feet)  ADJUSTED  
 PH1258  ___________________________________________________________________
 PH1258  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 PH1258  DYNAMIC HT  -          94.412 (meters)     309.75  (feet)  COMP
 PH1258  MODELED GRAV-     980,497.7   (mgal)                       NAVD 88
 PH1258
 PH1258  VERT ORDER  -  SECOND    CLASS 0
 PH1258
 PH1258.The horizontal coordinates were scaled from a topographic map and have
 PH1258.an estimated accuracy of +/- 6 seconds.
 PH1258
 PH1258.The orthometric height was determined by differential leveling
 PH1258.and adjusted by the National Geodetic Survey in June 1991..
 PH1258
 PH1258.The geoid height was determined by GEOID03.
 PH1258
 PH1258.The dynamic height is computed by dividing the NAVD 88
 PH1258.geopotential number by the normal gravity value computed on the
 PH1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1258.degrees latitude (g = 980.6199 gals.).
 PH1258
 PH1258.The modeled gravity was interpolated from observed gravity values.
 PH1258
 PH1258;                    North         East    Units  Estimated Accuracy
 PH1258;SPC NY C     -   475,890.      301,910.      MT  (+/- 180 meters Scaled)
 PH1258
 PH1258                          SUPERSEDED SURVEY CONTROL
 PH1258
 PH1258  NGVD 29 (??/??/92)   94.562  (m)          310.24   (f) ADJ UNCH    2 0
 PH1258
 PH1258.Superseded values are not recommended for survey control.
 PH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1258.See file dsdata.txt to determine how the superseded data were derived.
 PH1258
 PH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ255037(NAD 83)
 PH1258_MARKER: DB = BENCH MARK DISK
 PH1258_SETTING: 66 = SET IN ROCK OUTCROP
 PH1258_SP_SET: ROCK OUTCROP
 PH1258_STAMPING: E 220 1942
 PH1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1258+STABILITY: POSITION/ELEVATION WELL
 PH1258
 PH1258  HISTORY     - Date     Condition        Report By
 PH1258  HISTORY     - 1942     MONUMENTED       CGS
 PH1258  HISTORY     - 19970729 GOOD             USPSQD
 PH1258
 PH1258                          STATION DESCRIPTION
 PH1258
 PH1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1258'4.2 MI SW FROM ALEXANDRIA BAY.
 PH1258'TO REACH FROM THE REFORMED CHURCH AT ALEXANDRIA BAY, PROCEED
 PH1258'SOUTHEASTERLY ON STATE HIGHWAY NO. 26, GO 1.0 MILE TO THE INTERSECTION
 PH1258'OF A PAVED COUNTY ROAD, TURN SOUTHWESTERLY (RIGHT) ON TO COUNTY ROAD
 PH1258'AND GO 3.2 MILES TO A FLAT SANDSTONE OUTCROP NEAR THE SOUTH END OF A
 PH1258'ROCK FENCE ON THE EAST SIDE OF THE ROAD AND SITE OF BENCH MARK. BENCH
 PH1258'MARK IS SET HORIZONTALLY IN TOP OF THE SANDSTONE OUTCROP, IT IS ABOUT
 PH1258'90.0 FEET NORTHWEST OF THE SOUTH END OF THE ROCK FENCE, 48.0 FEET WEST
 PH1258'OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE ROAD, 23.0 FEET
 PH1258'WEST OF THE ROCK FENCE ON THE WEST SIDE OF THE ROAD. NOTE-- ROCK FENCE
 PH1258'HAS BEEN SCATTERED.  BETTER DESCRIPTION WOULD BE 150 FEET SE OF A GATE
 PH1258'IN ROCK FENCE (AND BARBED WIRE).
 PH1258
 PH1258                          STATION RECOVERY (1997)
 PH1258
 PH1258'RECOVERY NOTE BY US POWER SQUADRON 1997
 PH1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1280 ***********************************************************************
 PH1280  DESIGNATION -  E 221
 PH1280  PID         -  PH1280
 PH1280  STATE/COUNTY-  NY/JEFFERSON
 PH1280  USGS QUAD   -  REDWOOD (1982)
 PH1280
 PH1280                         *CURRENT SURVEY CONTROL
 PH1280  ___________________________________________________________________
 PH1280* NAD 83(1986)-  44 17 14.     (N)    075 48 02.     (W)     SCALED    
 PH1280* NAVD 88     -       129.024  (meters)     423.31   (feet)  ADJUSTED  
 PH1280  ___________________________________________________________________
 PH1280  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 PH1280  DYNAMIC HT  -         129.009 (meters)     423.26  (feet)  COMP
 PH1280  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 PH1280
 PH1280  VERT ORDER  -  SECOND    CLASS 0
 PH1280
 PH1280.The horizontal coordinates were scaled from a topographic map and have
 PH1280.an estimated accuracy of +/- 6 seconds.
 PH1280
 PH1280.The orthometric height was determined by differential leveling
 PH1280.and adjusted by the National Geodetic Survey in June 1991..
 PH1280
 PH1280.The geoid height was determined by GEOID03.
 PH1280
 PH1280.The dynamic height is computed by dividing the NAVD 88
 PH1280.geopotential number by the normal gravity value computed on the
 PH1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1280.degrees latitude (g = 980.6199 gals.).
 PH1280
 PH1280.The modeled gravity was interpolated from observed gravity values.
 PH1280
 PH1280;                    North         East    Units  Estimated Accuracy
 PH1280;SPC NY C     -   476,480.      312,480.      MT  (+/- 180 meters Scaled)
 PH1280
 PH1280                          SUPERSEDED SURVEY CONTROL
 PH1280
 PH1280  NGVD 29 (??/??/92)  129.164  (m)          423.77   (f) ADJ UNCH    2 0
 PH1280
 PH1280.Superseded values are not recommended for survey control.
 PH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1280.See file dsdata.txt to determine how the superseded data were derived.
 PH1280
 PH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ361040(NAD 83)
 PH1280_MARKER: DB = BENCH MARK DISK
 PH1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1280_SP_SET: CULVERT
 PH1280_STAMPING: E 221 1942
 PH1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1280
 PH1280  HISTORY     - Date     Condition        Report By
 PH1280  HISTORY     - 1942     MONUMENTED       CGS
 PH1280  HISTORY     - 19950918 MARK NOT FOUND   USPSQD
 PH1280
 PH1280                          STATION DESCRIPTION
 PH1280
 PH1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1280'1.0 MI S FROM REDWOOD.
 PH1280'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT REDWOOD,
 PH1280'PROCEED SOUTHERLY ON STATE HIGHWAY NO. 37 AND GO 1.0 MILE TO A LARGE
 PH1280'BOULDER ON THE EAST SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH
 PH1280'MARK IS SET HORIZONTALLY IN TOP OF THE BOULDER, IT IS ABOUT 0.1 MILE
 PH1280'SOUTH OF A CULVERT WITH HIGH CONCRETE HEADWALLS, 24.0 FEET EAST OF AND
 PH1280'ABOUT 1.5 FEET ABOVE THE CENTER LINE OF THE HIGHWAY AND 7.0 FEET WEST
 PH1280'OF THE RIGHT-OF-WAY FENCE.
 PH1280
 PH1280                          STATION RECOVERY (1995)
 PH1280
 PH1280'RECOVERY NOTE BY US POWER SQUADRON 1995
 PH1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1290 ***********************************************************************
 PH1290  DESIGNATION -  E 222
 PH1290  PID         -  PH1290
 PH1290  STATE/COUNTY-  NY/JEFFERSON
 PH1290  USGS QUAD   -  PHILADELPHIA (1982)
 PH1290
 PH1290                         *CURRENT SURVEY CONTROL
 PH1290  ___________________________________________________________________
 PH1290* NAD 83(1986)-  44 14 48.     (N)    075 37 48.     (W)     SCALED    
 PH1290* NAVD 88     -       157.244  (meters)     515.89   (feet)  ADJUSTED  
 PH1290  ___________________________________________________________________
 PH1290  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 PH1290  DYNAMIC HT  -         157.225 (meters)     515.83  (feet)  COMP
 PH1290  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 PH1290
 PH1290  VERT ORDER  -  SECOND    CLASS 0
 PH1290
 PH1290.The horizontal coordinates were scaled from a topographic map and have
 PH1290.an estimated accuracy of +/- 6 seconds.
 PH1290
 PH1290.The orthometric height was determined by differential leveling
 PH1290.and adjusted by the National Geodetic Survey in June 1991..
 PH1290
 PH1290.The geoid height was determined by GEOID03.
 PH1290
 PH1290.The dynamic height is computed by dividing the NAVD 88
 PH1290.geopotential number by the normal gravity value computed on the
 PH1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1290.degrees latitude (g = 980.6199 gals.).
 PH1290
 PH1290.The modeled gravity was interpolated from observed gravity values.
 PH1290
 PH1290;                    North         East    Units  Estimated Accuracy
 PH1290;SPC NY C     -   472,110.      326,140.      MT  (+/- 180 meters Scaled)
 PH1290
 PH1290                          SUPERSEDED SURVEY CONTROL
 PH1290
 PH1290  NGVD 29 (??/??/92)  157.393  (m)          516.38   (f) ADJ UNCH    2 0
 PH1290
 PH1290.Superseded values are not recommended for survey control.
 PH1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1290.See file dsdata.txt to determine how the superseded data were derived.
 PH1290
 PH1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP497994(NAD 83)
 PH1290_MARKER: DB = BENCH MARK DISK
 PH1290_SETTING: 66 = SET IN ROCK OUTCROP
 PH1290_SP_SET: ROCK OUTCROP
 PH1290_STAMPING: E 222 1942
 PH1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1290+STABILITY: POSITION/ELEVATION WELL
 PH1290
 PH1290  HISTORY     - Date     Condition        Report By
 PH1290  HISTORY     - 1942     MONUMENTED       CGS
 PH1290
 PH1290                          STATION DESCRIPTION
 PH1290
 PH1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1290'3.7 MI N FROM ANTWERP.
 PH1290'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 11 AND STATE
 PH1290'HIGHWAY NO. 26 AT ANTWERP, PROCEED NORTHERLY ON U.S. HIGHWAY NO. 11,
 PH1290'GO 1.1 MILES TO THE INTERSECTION OF ROAD TO OXBOW, CONTINUE NORTHERLY
 PH1290'ON OXBOW ROAD, GO 1.2 MILES TO THE INTERSECTION OF GRAVELED ROAD, TURN
 PH1290'WESTERLY (LEFT), GO 1.1 MILES TO A T ROAD INTERSECTION, TURN NORTHERLY
 PH1290'(RIGHT) AND GO 0.3 MILES TO A ROCK OUTCROP ON THE NORTH SLOPE OF A
 PH1290'SMALL HILL AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 PH1290'TOP OF THE OUTCROP, IT IS ABOUT 150.0 FEET SOUTH OF A SMALL PIPE
 PH1290'CULVERT, 16.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 PH1290'LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF A SHARP POINTED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1312 ***********************************************************************
 PH1312  DESIGNATION -  E 223
 PH1312  PID         -  PH1312
 PH1312  STATE/COUNTY-  NY/ST LAWRENCE
 PH1312  USGS QUAD   -  HAMMOND (1961)
 PH1312
 PH1312                         *CURRENT SURVEY CONTROL
 PH1312  ___________________________________________________________________
 PH1312* NAD 83(1986)-  44 27 30.     (N)    075 42 29.     (W)     SCALED    
 PH1312* NAVD 88     -        99.451  (meters)     326.28   (feet)  ADJUSTED  
 PH1312  ___________________________________________________________________
 PH1312  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 PH1312  DYNAMIC HT  -          99.442 (meters)     326.25  (feet)  COMP
 PH1312  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 PH1312
 PH1312  VERT ORDER  -  SECOND    CLASS 0
 PH1312
 PH1312.The horizontal coordinates were scaled from a topographic map and have
 PH1312.an estimated accuracy of +/- 6 seconds.
 PH1312
 PH1312.The orthometric height was determined by differential leveling
 PH1312.and adjusted by the National Geodetic Survey in June 1991..
 PH1312
 PH1312.The geoid height was determined by GEOID03.
 PH1312
 PH1312.The dynamic height is computed by dividing the NAVD 88
 PH1312.geopotential number by the normal gravity value computed on the
 PH1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1312.degrees latitude (g = 980.6199 gals.).
 PH1312
 PH1312.The modeled gravity was interpolated from observed gravity values.
 PH1312
 PH1312;                    North         East    Units  Estimated Accuracy
 PH1312;SPC NY E     -   625,400.       53,870.      MT  (+/- 180 meters Scaled)
 PH1312
 PH1312                          SUPERSEDED SURVEY CONTROL
 PH1312
 PH1312  NGVD 29 (??/??/92)   99.625  (m)          326.85   (f) ADJ UNCH    2 0
 PH1312
 PH1312.Superseded values are not recommended for survey control.
 PH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1312.See file dsdata.txt to determine how the superseded data were derived.
 PH1312
 PH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ436230(NAD 83)
 PH1312_MARKER: DB = BENCH MARK DISK
 PH1312_SETTING: 66 = SET IN ROCK OUTCROP
 PH1312_SP_SET: ROCK OUTCROP
 PH1312_STAMPING: E 223 1942
 PH1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1312+STABILITY: POSITION/ELEVATION WELL
 PH1312
 PH1312  HISTORY     - Date     Condition        Report By
 PH1312  HISTORY     - 1942     MONUMENTED       CGS
 PH1312  HISTORY     - 1961     MARK NOT FOUND   USGS
 PH1312
 PH1312                          STATION DESCRIPTION
 PH1312
 PH1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1312'1.0 MI NW FROM HAMMOND.
 PH1312'TO REACH FROM THE POSTOFFICE AT HAMMOND, PROCEED NORTHWESTERLY ON ROAD
 PH1312'TO NORTH HAMMOND AND GO 1.0 MILE TO A FLAT SANDSTONE OUTCROP ON THE
 PH1312'NORTH SIDE OF THE ROAD AND SITE OF BENCH MARK. BENCH MARK IS SET
 PH1312'HORIZONTALLY IN TOP OF THE OUTCROP, IT IS 275.0 FEET EAST OF A SMALL
 PH1312'BRIDGE AND CATTLE PASS, 80.0 FEET WEST OF A DIVISION FENCE CORNER,
 PH1312'21.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF THE
 PH1312'ROAD AND DIRECTLY ACROSS THE ROAD FROM A GATE IN THE SOUTH
 PH1312'RIGHT-OF-WAY FENCE.
 PH1312
 PH1312                          STATION RECOVERY (1961)
 PH1312
 PH1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 PH1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1325 ***********************************************************************
 PH1325  DESIGNATION -  E 224
 PH1325  PID         -  PH1325
 PH1325  STATE/COUNTY-  NY/ST LAWRENCE
 PH1325  USGS QUAD   -  POPE MILLS (1980)
 PH1325
 PH1325                         *CURRENT SURVEY CONTROL
 PH1325  ___________________________________________________________________
 PH1325* NAD 83(1986)-  44 28 23.     (N)    075 33 17.     (W)     SCALED    
 PH1325* NAVD 88     -        98.808  (meters)     324.17   (feet)  ADJUSTED  
 PH1325  ___________________________________________________________________
 PH1325  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 PH1325  DYNAMIC HT  -          98.800 (meters)     324.15  (feet)  COMP
 PH1325  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 PH1325
 PH1325  VERT ORDER  -  SECOND    CLASS 0
 PH1325
 PH1325.The horizontal coordinates were scaled from a topographic map and have
 PH1325.an estimated accuracy of +/- 6 seconds.
 PH1325
 PH1325.The orthometric height was determined by differential leveling
 PH1325.and adjusted by the National Geodetic Survey in June 1991..
 PH1325
 PH1325.The geoid height was determined by GEOID03.
 PH1325
 PH1325.The dynamic height is computed by dividing the NAVD 88
 PH1325.geopotential number by the normal gravity value computed on the
 PH1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1325.degrees latitude (g = 980.6199 gals.).
 PH1325
 PH1325.The modeled gravity was interpolated from observed gravity values.
 PH1325
 PH1325;                    North         East    Units  Estimated Accuracy
 PH1325;SPC NY E     -   626,860.       66,090.      MT  (+/- 180 meters Scaled)
 PH1325
 PH1325                          SUPERSEDED SURVEY CONTROL
 PH1325
 PH1325  NGVD 29 (??/??/92)   98.947  (m)          324.63   (f) ADJ UNCH    2 0
 PH1325
 PH1325.Superseded values are not recommended for survey control.
 PH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1325.See file dsdata.txt to determine how the superseded data were derived.
 PH1325
 PH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ558245(NAD 83)
 PH1325_MARKER: DB = BENCH MARK DISK
 PH1325_SETTING: 66 = SET IN ROCK OUTCROP
 PH1325_SP_SET: ROCK OUTCROP
 PH1325_STAMPING: E 224 1942
 PH1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1325+STABILITY: POSITION/ELEVATION WELL
 PH1325
 PH1325  HISTORY     - Date     Condition        Report By
 PH1325  HISTORY     - 1942     MONUMENTED       CGS
 PH1325
 PH1325                          STATION DESCRIPTION
 PH1325
 PH1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1325'1.7 MI SE FROM POPE MILLS.
 PH1325'TO REACH FROM THE INTERSECTION OF HIGHWAYS AT POPE MILLS, PROCEED
 PH1325'SOUTHEASTERLY ON STATE HIGHWAY NO. 184, GO ABOUT 0.7 MILE TO THE
 PH1325'INTERSECTION OF ROAD TO MACOMB, CONTINUE SOUTHEASTERLY ON THE MACOMB
 PH1325'ROAD AND GO 1.0 MILE TO A LARGE HOUSE ON THE EAST SIDE OF THE ROAD AT
 PH1325'TOP OF SMALL HILL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 PH1325'HORIZONTALLY IN TOP OF THE NORTH END OF A ROCK OUTCROP ON THE WEST
 PH1325'SIDE OF THE ROAD, IT IS ABOUT 60.0 FEET SOUTH OF THE CENTER LINE OF A
 PH1325'PRIVATE ROAD TO THE WEST, 38.0 FEET WEST OF AND ABOUT 6.0 FEET ABOVE
 PH1325'THE CENTER LINE OF THE ROAD AND 8.0 FEET WEST OF THE RIGHT-OF-WAY
 PH1325'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH1086 ***********************************************************************
 PH1086  DESIGNATION -  E 225
 PH1086  PID         -  PH1086
 PH1086  STATE/COUNTY-  NY/ST LAWRENCE
 PH1086  USGS QUAD   -  RICHVILLE (1980)
 PH1086
 PH1086                         *CURRENT SURVEY CONTROL
 PH1086  ___________________________________________________________________
 PH1086* NAD 83(1986)-  44 28 29.     (N)    075 26 22.     (W)     SCALED    
 PH1086* NAVD 88     -       124.600  (meters)     408.79   (feet)  ADJUSTED  
 PH1086  ___________________________________________________________________
 PH1086  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 PH1086  DYNAMIC HT  -         124.589 (meters)     408.76  (feet)  COMP
 PH1086  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 PH1086
 PH1086  VERT ORDER  -  SECOND    CLASS 0
 PH1086
 PH1086.The horizontal coordinates were scaled from a topographic map and have
 PH1086.an estimated accuracy of +/- 6 seconds.
 PH1086
 PH1086.The orthometric height was determined by differential leveling
 PH1086.and adjusted by the National Geodetic Survey in June 1991..
 PH1086
 PH1086.The geoid height was determined by GEOID03.
 PH1086
 PH1086.The dynamic height is computed by dividing the NAVD 88
 PH1086.geopotential number by the normal gravity value computed on the
 PH1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1086.degrees latitude (g = 980.6199 gals.).
 PH1086
 PH1086.The modeled gravity was interpolated from observed gravity values.
 PH1086
 PH1086;                    North         East    Units  Estimated Accuracy
 PH1086;SPC NY E     -   626,940.       75,260.      MT  (+/- 180 meters Scaled)
 PH1086
 PH1086                          SUPERSEDED SURVEY CONTROL
 PH1086
 PH1086  NGVD 29 (??/??/92)  124.738  (m)          409.24   (f) ADJ UNCH    2 0
 PH1086
 PH1086.Superseded values are not recommended for survey control.
 PH1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1086.See file dsdata.txt to determine how the superseded data were derived.
 PH1086
 PH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ650246(NAD 83)
 PH1086_MARKER: DB = BENCH MARK DISK
 PH1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1086_SP_SET: CULVERT
 PH1086_STAMPING: E 225 1942
 PH1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1086
 PH1086  HISTORY     - Date     Condition        Report By
 PH1086  HISTORY     - 1942     MONUMENTED       CGS
 PH1086
 PH1086                          STATION DESCRIPTION
 PH1086
 PH1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH1086'10.7 MI N FROM GOUVERNEUR.
 PH1086'TO REACH FROM THE INTERSECTION OF MAIN AND CLINTON STREETS AT
 PH1086'GOUVERNEUR, PROCEED NORTHERLY ON ROAD TO NORTH GOUVERNEUR, GO 7.2
 PH1086'MILES TO THE BILLINGS SCHOOL, CONTINUE NORTHEASTERLY ON TRACK ROAD
 PH1086'ALONG THE NORTHWEST SIDE OF THE SCHOOL BUILDING, GO 0.6 MILE TO THE
 PH1086'INTERSECTION OF PAVED ROAD, TURN NORTHERLY (LEFT) ON TO PAVED ROAD AND
 PH1086'GO 2.9 MILES TO A CONCRETE CULVERT AT THE NORTH END OF A CURVE AND
 PH1086'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF THE
 PH1086'NORTH END OF THE EAST HEADWALL OF THE CONCRETE CULVERT, IT IS ABOUT
 PH1086'125.0 FEET SOUTH OF THE TOP OF A SMALL HILL, 14.0 FEET EAST OF AND
 PH1086'ABOUT 0.5 FEET BELOW THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1337 ***********************************************************************
 OE1337  DESIGNATION -  E 226
 OE1337  PID         -  OE1337
 OE1337  STATE/COUNTY-  NY/LEWIS
 OE1337  USGS QUAD   -  WORTH CENTER (1980)
 OE1337
 OE1337                         *CURRENT SURVEY CONTROL
 OE1337  ___________________________________________________________________
 OE1337* NAD 83(1986)-  43 40 00.     (N)    075 45 38.     (W)     SCALED    
 OE1337* NAVD 88     -       524.626  (meters)    1721.21   (feet)  ADJUSTED  
 OE1337  ___________________________________________________________________
 OE1337  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 OE1337  DYNAMIC HT  -         524.488 (meters)    1720.76  (feet)  COMP
 OE1337  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 OE1337
 OE1337  VERT ORDER  -  SECOND    CLASS 0
 OE1337
 OE1337.The horizontal coordinates were scaled from a topographic map and have
 OE1337.an estimated accuracy of +/- 6 seconds.
 OE1337
 OE1337.The orthometric height was determined by differential leveling
 OE1337.and adjusted by the National Geodetic Survey in June 1991..
 OE1337
 OE1337.The geoid height was determined by GEOID03.
 OE1337
 OE1337.The dynamic height is computed by dividing the NAVD 88
 OE1337.geopotential number by the normal gravity value computed on the
 OE1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1337.degrees latitude (g = 980.6199 gals.).
 OE1337
 OE1337.The modeled gravity was interpolated from observed gravity values.
 OE1337
 OE1337;                    North         East    Units  Estimated Accuracy
 OE1337;SPC NY C     -   407,560.      316,360.      MT  (+/- 180 meters Scaled)
 OE1337
 OE1337                          SUPERSEDED SURVEY CONTROL
 OE1337
 OE1337  NGVD 29 (??/??/92)  524.728  (m)         1721.55   (f) ADJ UNCH    2 0
 OE1337
 OE1337.Superseded values are not recommended for survey control.
 OE1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1337.See file dsdata.txt to determine how the superseded data were derived.
 OE1337
 OE1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP386351(NAD 83)
 OE1337_MARKER: DB = BENCH MARK DISK
 OE1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE1337_STAMPING: E 226 1942
 OE1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE1337+STABILITY: SURFACE MOTION
 OE1337
 OE1337  HISTORY     - Date     Condition        Report By
 OE1337  HISTORY     - 1942     MONUMENTED       CGS
 OE1337
 OE1337                          STATION DESCRIPTION
 OE1337
 OE1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1337'10.1 MI S FROM NEW BOSTON.
 OE1337'10.1 MILES SOUTH ALONG AN IMPROVED COUNTY AND DIRT ROAD FROM THE
 OE1337'INTERSECTION OF STATE HIGHWAY 177 AT NEW BOSTON, LEWIS COUNTY, AT THE
 OE1337'TOP OF A SMALL HILL, 17.5 FEET NORTHEAST OF THE EAST END OF A SMALL
 OE1337'SHACK, 17 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.4 FEET SOUTH
 OE1337'OF A 5-INCH BIRCH TREE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 OE1337'POST, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 226
 OE1337'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OE1337'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1237 ***********************************************************************
 OE1237  DESIGNATION -  E 227
 OE1237  PID         -  OE1237
 OE1237  STATE/COUNTY-  NY/JEFFERSON
 OE1237  USGS QUAD   -  RODMAN (1980)
 OE1237
 OE1237                         *CURRENT SURVEY CONTROL
 OE1237  ___________________________________________________________________
 OE1237* NAD 83(1986)-  43 51 32.     (N)    075 55 21.     (W)     SCALED    
 OE1237* NAVD 88     -       235.427  (meters)     772.40   (feet)  ADJUSTED  
 OE1237  ___________________________________________________________________
 OE1237  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 OE1237  DYNAMIC HT  -         235.379 (meters)     772.24  (feet)  COMP
 OE1237  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 OE1237
 OE1237  VERT ORDER  -  SECOND    CLASS 0
 OE1237
 OE1237.The horizontal coordinates were scaled from a topographic map and have
 OE1237.an estimated accuracy of +/- 6 seconds.
 OE1237
 OE1237.The orthometric height was determined by differential leveling
 OE1237.and adjusted by the National Geodetic Survey in June 1991..
 OE1237
 OE1237.The geoid height was determined by GEOID03.
 OE1237
 OE1237.The dynamic height is computed by dividing the NAVD 88
 OE1237.geopotential number by the normal gravity value computed on the
 OE1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1237.degrees latitude (g = 980.6199 gals.).
 OE1237
 OE1237.The modeled gravity was interpolated from observed gravity values.
 OE1237
 OE1237;                    North         East    Units  Estimated Accuracy
 OE1237;SPC NY C     -   428,800.      303,130.      MT  (+/- 180 meters Scaled)
 OE1237
 OE1237                          SUPERSEDED SURVEY CONTROL
 OE1237
 OE1237  NGVD 29 (??/??/92)  235.547  (m)          772.79   (f) ADJ UNCH    2 0
 OE1237
 OE1237.Superseded values are not recommended for survey control.
 OE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1237.See file dsdata.txt to determine how the superseded data were derived.
 OE1237
 OE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP258566(NAD 83)
 OE1237_MARKER: DB = BENCH MARK DISK
 OE1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE1237_SP_SET: BRIDGE
 OE1237_STAMPING: E 227 1942
 OE1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1237
 OE1237  HISTORY     - Date     Condition        Report By
 OE1237  HISTORY     - 1942     MONUMENTED       CGS
 OE1237  HISTORY     - 19940911 GOOD             USPSQD
 OE1237  HISTORY     - 20011212 GOOD             NGS
 OE1237
 OE1237                          STATION DESCRIPTION
 OE1237
 OE1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1237'1.1 MI NE FROM RODMAN.
 OE1237'1.1 MILES NORTHEAST ALONG AN IMPROVED COUNTY ROAD FROM THE POST OFFICE
 OE1237'AT RODMAN, JEFFERSON COUNTY, 125 FEET SOUTH OF A ROAD LEADING TO EAST
 OE1237'RODMAN, AT A STEEL BRIDGE OVER SANDY CREEK, IN THE TOP OF THE WEST END
 OE1237'OF THE NORTH ABUTMENT, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 OE1237'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 227 1942.
 OE1237
 OE1237                          STATION RECOVERY (1994)
 OE1237
 OE1237'RECOVERY NOTE BY US POWER SQUADRON 1994
 OE1237'RECOVERED IN GOOD CONDITION.
 OE1237
 OE1237                          STATION RECOVERY (2001)
 OE1237
 OE1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OE1237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5845 ***********************************************************************
 AI5845  DESIGNATION -  E 227 RESET
 AI5845  PID         -  AI5845
 AI5845  STATE/COUNTY-  NY/JEFFERSON
 AI5845  USGS QUAD   -  RODMAN (1980)
 AI5845
 AI5845                         *CURRENT SURVEY CONTROL
 AI5845  ___________________________________________________________________
 AI5845* NAD 83(1986)-  43 51 32.     (N)    075 55 21.     (W)     SCALED    
 AI5845* NAVD 88     -       235.80   (meters)     773.6    (feet)  RESET     
 AI5845  ___________________________________________________________________
 AI5845  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AI5845
 AI5845  VERT ORDER  -  THIRD
 AI5845
 AI5845.The horizontal coordinates were scaled from a topographic map and have
 AI5845.an estimated accuracy of +/- 6 seconds.
 AI5845
 AI5845.The orthometric height was computed from unverified reset data.
 AI5845.No vertical observational check was made to the station.
 AI5845
 AI5845.The geoid height was determined by GEOID03.
 AI5845
 AI5845;                    North         East    Units  Estimated Accuracy
 AI5845;SPC NY C     -   428,800.      303,130.      MT  (+/- 180 meters Scaled)
 AI5845
 AI5845                          SUPERSEDED SURVEY CONTROL
 AI5845
 AI5845.No superseded survey control is available for this station.
 AI5845
 AI5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP258566(NAD 83)
 AI5845_MARKER: DV = VERTICAL CONTROL DISK
 AI5845_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI5845_SP_SET: BRIDGE WINGWALL
 AI5845_STAMPING: E 227 RESET 1999
 AI5845_MARK LOGO: NGS   
 AI5845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5845
 AI5845  HISTORY     - Date     Condition        Report By
 AI5845  HISTORY     - 1999     MONUMENTED       NYDT
 AI5845
 AI5845                          STATION DESCRIPTION
 AI5845
 AI5845'DESCRIBED BY NY DEPT OF TRANSP 1999 (TM)
 AI5845'FROM THE INTERSECTION OF NEW YORK STATE ROUTE 177 AND COUNTY ROUTE 69
 AI5845'GO ALONG COUNTY ROUTE 69 1.4 MILES (2.3 KM) NORTHEAST TO THE
 AI5845'CENTERLINE INTERSECTION OF BIBBINS ROAD AND COUNTY ROUTE 69 HEADING
 AI5845'NORTHEAST 216 FEET (65.8 M) TO CENTERLINE END OF BRIDGE, THENCE 17
 AI5845'FEET (5.2 M) NORTHWEST TO BRASS DISK BEING 3 FEET (0.9 M) FROM
 AI5845'WESTERLY EDGE OF BRIDGE ON CONCRETE BRIDGE WINGWALL, ALSO BEING 110
 AI5845'FEET (33.5 M) SOUTHWEST OF CENTERLINE INTERSECTION COUNTY ROUTE 69 AND
 AI5845'COUNTY ROUTE 68 TO CENTERLINE END BRIDGE, THENCE 17 FEET (5.2 M)
 AI5845'NORTHWEST TO BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0689 ***********************************************************************
 PH0689  DESIGNATION -  E 228
 PH0689  PID         -  PH0689
 PH0689  STATE/COUNTY-  NY/ST LAWRENCE
 PH0689  USGS QUAD   -  RAQUETTE RIVER (1964)
 PH0689
 PH0689                         *CURRENT SURVEY CONTROL
 PH0689  ___________________________________________________________________
 PH0689* NAD 83(1996)-  44 55 58.07664(N)    074 51 13.56499(W)     ADJUSTED  
 PH0689* NAVD 88     -        61.894  (meters)     203.06   (feet)  ADJUSTED  
 PH0689  ___________________________________________________________________
 PH0689  X           -   1,181,756.499 (meters)                     COMP
 PH0689  Y           -  -4,365,774.869 (meters)                     COMP
 PH0689  Z           -   4,482,086.488 (meters)                     COMP
 PH0689  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 PH0689  ELLIP HEIGHT-          31.05  (meters)          (01/11/99) GPS OBS
 PH0689  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 PH0689  DYNAMIC HT  -          61.893 (meters)     203.06  (feet)  COMP
 PH0689  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 PH0689
 PH0689  HORZ ORDER  -  THIRD
 PH0689  VERT ORDER  -  SECOND    CLASS 0
 PH0689  ELLP ORDER  -  FOURTH    CLASS I
 PH0689
 PH0689.This mark is at Massena Intl-Richard Fld Airport (MSS)
 PH0689
 PH0689.The horizontal coordinates were established by GPS observations
 PH0689.and adjusted by the National Geodetic Survey in January 1999..
 PH0689
 PH0689.The orthometric height was determined by differential leveling
 PH0689.and adjusted by the National Geodetic Survey in June 1991..
 PH0689
 PH0689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PH0689
 PH0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 PH0689
 PH0689.The ellipsoidal height was determined by GPS observations
 PH0689.and is referenced to NAD 83.
 PH0689
 PH0689.The geoid height was determined by GEOID03.
 PH0689
 PH0689.The dynamic height is computed by dividing the NAVD 88
 PH0689.geopotential number by the normal gravity value computed on the
 PH0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0689.degrees latitude (g = 980.6199 gals.).
 PH0689
 PH0689.The modeled gravity was interpolated from observed gravity values.
 PH0689
 PH0689;                    North         East     Units Scale Factor Converg.
 PH0689;SPC NY E     -   677,467.731   122,076.714   MT  0.99990958   -0 14 59.5
 PH0689;SPC NY E     - 2,222,658.71    400,513.35   sFT  0.99990958   -0 14 59.5
 PH0689;UTM  18      - 4,975,495.672   511,538.779   MT  0.99960164   +0 06 11.8
 PH0689
 PH0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH0689!SPC NY E     -   0.99999513  x   0.99990958  =   0.99990471
 PH0689!UTM  18      -   0.99999513  x   0.99960164  =   0.99959677
 PH0689
 PH0689                          SUPERSEDED SURVEY CONTROL
 PH0689
 PH0689  NAD 83(1986)-  44 55 58.08491(N)    074 51 13.57450(W) AD(       ) 3
 PH0689  NAD 27      -  44 55 57.86526(N)    074 51 14.87852(W) AD(       ) 3
 PH0689  NGVD 29 (??/??/92)   62.018  (m)          203.47   (f) ADJ UNCH    2 0
 PH0689
 PH0689.Superseded values are not recommended for survey control.
 PH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0689.See file dsdata.txt to determine how the superseded data were derived.
 PH0689
 PH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1153975496(NAD 83)
 PH0689_MARKER: DB = BENCH MARK DISK
 PH0689_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PH0689_SP_SET: CONCRETE SLAB
 PH0689_STAMPING: E 228 1942
 PH0689_MARK LOGO: CGS   
 PH0689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PH0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PH0689+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 PH0689
 PH0689  HISTORY     - Date     Condition        Report By
 PH0689  HISTORY     - 1942     MONUMENTED       CGS
 PH0689  HISTORY     - 1964     GOOD             NGS
 PH0689  HISTORY     - 1980     GOOD             USGS
 PH0689  HISTORY     - 19880804 GOOD             NGS
 PH0689  HISTORY     - 19920615 GOOD             NGS
 PH0689  HISTORY     - 20060822 GOOD             INDIV
 PH0689
 PH0689                          STATION DESCRIPTION
 PH0689
 PH0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0689'2.8 MI E FROM MASSENA.
 PH0689'TO REACH FROM THE NEW YORK CENTRAL RAILROAD STATION AT MASSENA,
 PH0689'PROCEED 0.3 MILE NORTH ALONG STATE HIGHWAY NO. 420, TO HATFIELD
 PH0689'STREET, THENCE TURN EAST (RIGHT) GO 2.1 MILES EAST ALONG HATFIELD
 PH0689'STREET ROAD, TO THE INTERSECTION OF A GRAVEL ROAD LEADING NORTH,
 PH0689'THENCE 0.4 MILE NORTH TO THE MASSENA AIRPORT, AND SITE OF BENCH MARK.
 PH0689'BENCH MARK IS SET HORIZONTALLY IN THE NORTHEAST CORNER OF CONCRETE
 PH0689'BASE OF THE RAIN GAGE, AT THE ENTRANCE TO FIELD.  IT IS 90.0 FEET
 PH0689'SOUTH OF THE SOUTHWEST CORNER OF HANGER BUILDING, 12.0 FEET WEST OF
 PH0689'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF ROAD.  STAMPED E 228 1942.
 PH0689
 PH0689                          STATION RECOVERY (1964)
 PH0689
 PH0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PH0689'RECOVERED IN GOOD CONDITION.
 PH0689
 PH0689                          STATION RECOVERY (1980)
 PH0689
 PH0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 PH0689'RECOVERED IN GOOD CONDITION.
 PH0689
 PH0689                          STATION RECOVERY (1988)
 PH0689
 PH0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 PH0689'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 PH0689'FOLLOWS.
 PH0689'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF MASSENA, AT THE
 PH0689'WEST EDGE OF THE MASSENA INTERNATIONAL AIRPORT, IN THE TOP OF THE
 PH0689'NORTHEAST CORNER OF A CONCRETE BLOCK ON THE WEST SIDE OF THE ACCESS
 PH0689'ROAD AND JUST SOUTHWEST OF THE AIRPORT HANGAR AND ADMINISTRATION
 PH0689'BUILDING.
 PH0689'OWNERSHIP--TOWN OF MASSENA, C/O AIRPORT MANAGER KEITH EDWARDS, HANGAR
 PH0689'ROAD ROUTE 2, MASSENA NY 13662.  PHONE 315 769-9719.
 PH0689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 37B ON
 PH0689'THE EAST EDGE OF MASSENA, GO SOUTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 37
 PH0689'TO A PAVED CROSSROAD AT A TRAFFIC LIGHT.  TURN LEFT AND GO SOUTHEAST
 PH0689'FOR 1.1 KM (0.70 MI) ON BAYLEY ROAD TO A T-JUNCTION OF A PAVED ROAD.
 PH0689'TURN LEFT AND GO NORTHEAST FOR 1.0 KM (0.60 MI) ON NORTH RAQUETTE
 PH0689'RIVER ROAD TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 PH0689'NORTHWEST FOR 0.9 KM (0.55 MI) ON HANGAR ROAD TO THE STATION ON THE
 PH0689'LEFT NEAR THE SOUTHWEST CORNER OF THE ASPHALT APRON AND JUST BEFORE
 PH0689'REACHING THE HANGAR AND ADMINISTRATION BUILDING.
 PH0689'THE STATION IS A STANDARD CGS DISK SET IN A DRILL HOLE IN THE TOP OF
 PH0689'THE NORTHEAST CORNER OF A 1.1 BY 1.6 METER CONCRETE BLOCK PROJECTING
 PH0689'60 CM ABOVE GROUND.  LOCATED 27.4 M (89.9 FT) SOUTH FROM THE SOUTHWEST
 PH0689'CORNER OF THE HANGAR AND ADMINISTRATION BUILDING, 4.8 M (15.7 FT)
 PH0689'NORTH FROM POWER POLE NUMBER 8254, AND 4.0 M (13.1 FT) WEST FROM THE
 PH0689'CENTER OF HANGAR ROAD.
 PH0689'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 PH0689
 PH0689                          STATION RECOVERY (1992)
 PH0689
 PH0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PH0689'THE STATION IS LOCATED AT THE MASSENA INTL RICHARDS FIELD ON THE WEST
 PH0689'SIDE OF THE AIRPORT.  THE STATION IS LOCATED 88.4 FT (26.9 M) SOUTH OF
 PH0689'THE SOUTHWEST CORNER OF A DOMED HANGAR, 15.8 FT (4.8 M) NORTH OF A
 PH0689'POWER POLE, AND 3.0 FT (0.9 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 PH0689'ASPHALT RAMP.  THE STATION IS A BM DISK, STAMPED E 228 1942, SET IN A
 PH0689'DRILL HOLE IN THE TOP OF A 5 FT (1.5 M) X 5 FT (1.5 M) X 2 FT (0.6 M)
 PH0689'CONCRETE SLAB (OLD STEP).
 PH0689
 PH0689                          STATION RECOVERY (2006)
 PH0689
 PH0689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 PH0689'THIS AIRPORT HAS AIRLINE PASSANGER SERVICES AND IF THE CODE IS ORANGE
 PH0689'YOU WILL NOT BE ALLOWED ON THE AIRFIELD WITH OUT CLEARENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0011 ***********************************************************************
 PH0011  DESIGNATION -  E 229
 PH0011  PID         -  PH0011
 PH0011  STATE/COUNTY-  NY/FRANKLIN
 PH0011  USGS QUAD   -  MENO (1964)
 PH0011
 PH0011                         *CURRENT SURVEY CONTROL
 PH0011  ___________________________________________________________________
 PH0011* NAD 83(1986)-  44 35 43.     (N)    074 27 12.     (W)     SCALED    
 PH0011* NAVD 88     -       408.090  (meters)    1338.88   (feet)  ADJUSTED  
 PH0011  ___________________________________________________________________
 PH0011  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 PH0011  DYNAMIC HT  -         408.036 (meters)    1338.70  (feet)  COMP
 PH0011  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 PH0011
 PH0011  VERT ORDER  -  FIRST     CLASS I
 PH0011
 PH0011.The horizontal coordinates were scaled from a topographic map and have
 PH0011.an estimated accuracy of +/- 6 seconds.
 PH0011
 PH0011.The orthometric height was determined by differential leveling
 PH0011.and adjusted by the National Geodetic Survey in June 1991..
 PH0011
 PH0011.The geoid height was determined by GEOID03.
 PH0011
 PH0011.The dynamic height is computed by dividing the NAVD 88
 PH0011.geopotential number by the normal gravity value computed on the
 PH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0011.degrees latitude (g = 980.6199 gals.).
 PH0011
 PH0011.The modeled gravity was interpolated from observed gravity values.
 PH0011
 PH0011;                    North         East    Units  Estimated Accuracy
 PH0011;SPC NY E     -   639,900.      153,710.      MT  (+/- 180 meters Scaled)
 PH0011
 PH0011                          SUPERSEDED SURVEY CONTROL
 PH0011
 PH0011  NGVD 29 (??/??/92)  408.155  (m)         1339.09   (f) ADJ UNCH    1 1
 PH0011
 PH0011.Superseded values are not recommended for survey control.
 PH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0011.See file dsdata.txt to determine how the superseded data were derived.
 PH0011
 PH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ433381(NAD 83)
 PH0011_MARKER: DB = BENCH MARK DISK
 PH0011_SETTING: 66 = SET IN ROCK OUTCROP
 PH0011_SP_SET: BED ROCK
 PH0011_STAMPING: E 229 1942
 PH0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0011+STABILITY: POSITION/ELEVATION WELL
 PH0011
 PH0011  HISTORY     - Date     Condition        Report By
 PH0011  HISTORY     - 1942     MONUMENTED       CGS
 PH0011  HISTORY     - 1975     GOOD             NGS
 PH0011
 PH0011                          STATION DESCRIPTION
 PH0011
 PH0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0011'2.80 MI S FROM SANTA CLARA.
 PH0011'0.30 MILE SOUTH ALONG A BLACKTOP ROAD TO A LOCKED GATE FROM ST. PETERS
 PH0011'CATHOLIC CHURCH AT SANTA CLARA, CONTINUE THROUGH GATE FOR 2.50 MILES
 PH0011'SOUTH ALONG A DIRT ROAD TO THE MARK ON THE RIGHT, SET IN OUTCROPPING
 PH0011'BED ROCK, 32 FEET WEST OF APPROXIMATE CENTER OF THE ROAD AND ABOUT 3
 PH0011'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0548 ***********************************************************************
 OF0548  DESIGNATION -  E 23
 OF0548  PID         -  OF0548
 OF0548  STATE/COUNTY-  NY/WAYNE
 OF0548  USGS QUAD   -  WOLCOTT (1978)
 OF0548
 OF0548                         *CURRENT SURVEY CONTROL
 OF0548  ___________________________________________________________________
 OF0548* NAD 83(1986)-  43 13 37.     (N)    076 49 10.     (W)     SCALED    
 OF0548* NAVD 88     -       107.750  (meters)     353.51   (feet)  ADJUSTED  
 OF0548  ___________________________________________________________________
 OF0548  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OF0548  DYNAMIC HT  -         107.725 (meters)     353.43  (feet)  COMP
 OF0548  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 OF0548
 OF0548  VERT ORDER  -  FIRST     CLASS II
 OF0548
 OF0548.The horizontal coordinates were scaled from a topographic map and have
 OF0548.an estimated accuracy of +/- 6 seconds.
 OF0548
 OF0548.The orthometric height was determined by differential leveling
 OF0548.and adjusted by the National Geodetic Survey in June 1991..
 OF0548.WARNING-Repeat measurements at this control monument indicate possible
 OF0548.vertical movement.
 OF0548
 OF0548.The geoid height was determined by GEOID03.
 OF0548
 OF0548.The dynamic height is computed by dividing the NAVD 88
 OF0548.geopotential number by the normal gravity value computed on the
 OF0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0548.degrees latitude (g = 980.6199 gals.).
 OF0548
 OF0548.The modeled gravity was interpolated from observed gravity values.
 OF0548
 OF0548;                    North         East    Units  Estimated Accuracy
 OF0548;SPC NY C     -   358,410.      230,820.      MT  (+/- 180 meters Scaled)
 OF0548
 OF0548                          SUPERSEDED SURVEY CONTROL
 OF0548
 OF0548  NGVD 29 (??/??/92)  107.949  (m)          354.16   (f) ADJ UNCH    1 2
 OF0548
 OF0548.Superseded values are not recommended for survey control.
 OF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0548.See file dsdata.txt to determine how the superseded data were derived.
 OF0548
 OF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN522876(NAD 83)
 OF0548_MARKER: DB = BENCH MARK DISK
 OF0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0548_SP_SET: BRIDGE
 OF0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0548
 OF0548  HISTORY     - Date     Condition        Report By
 OF0548  HISTORY     - 1919     MONUMENTED       CGS
 OF0548  HISTORY     - 1942     GOOD             NGS
 OF0548  HISTORY     - 1956     GOOD             NGS
 OF0548  HISTORY     - 1985     GOOD             USPSQD
 OF0548  HISTORY     - 19950623 GOOD             USPSQD
 OF0548
 OF0548                          STATION DESCRIPTION
 OF0548
 OF0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OF0548'AT WOLCOTT.
 OF0548'E 23 -- A BENCH MARK ESTABLISHED BY THE U. S. COAST AND
 OF0548'GEODETIC SURVEY, IS AT WOLCOTT, WAYNE COUNTY, NEW YORK, ON THE
 OF0548'NEW YORK CENTRAIL RAILROAD BRIDGE OVER LAKE AVENUE, AT SOUTHEAST
 OF0548'END OF NORTHEAST ABUTMENT, IN THE BRIDGE SEAT, 10 FEET
 OF0548'SOUTHEAST OF SOUTHEAST RAIL, ABOUT 3 1/2-FEET BELOW THE RAILS,
 OF0548'BEING HIGHEST POINT OVER LINE INSIDE A CIRCLE AT CENTER OF
 OF0548'BRONZE DISC SET INTO TOP OF THE CONCRETE.
 OF0548
 OF0548                          STATION RECOVERY (1956)
 OF0548
 OF0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 OF0548'RECOVERED IN GOOD CONDITION.
 OF0548
 OF0548                          STATION RECOVERY (1985)
 OF0548
 OF0548'RECOVERY NOTE BY US POWER SQUADRON 1985
 OF0548'RECOVERED IN GOOD CONDITION.
 OF0548
 OF0548                          STATION RECOVERY (1995)
 OF0548
 OF0548'RECOVERY NOTE BY US POWER SQUADRON 1995
 OF0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0496 ***********************************************************************
 PH0496  DESIGNATION -  E 230
 PH0496  PID         -  PH0496
 PH0496  STATE/COUNTY-  NY/FRANKLIN
 PH0496  USGS QUAD   -  BOMBAY (1987)
 PH0496
 PH0496                         *CURRENT SURVEY CONTROL
 PH0496  ___________________________________________________________________
 PH0496* NAD 83(1986)-  44 53 46.     (N)    074 34 13.     (W)     SCALED    
 PH0496* NAVD 88     -        75.307  (meters)     247.07   (feet)  ADJUSTED  
 PH0496  ___________________________________________________________________
 PH0496  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 PH0496  DYNAMIC HT  -          75.305 (meters)     247.06  (feet)  COMP
 PH0496  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 PH0496
 PH0496  VERT ORDER  -  FIRST     CLASS I
 PH0496
 PH0496.The horizontal coordinates were scaled from a topographic map and have
 PH0496.an estimated accuracy of +/- 6 seconds.
 PH0496
 PH0496.The orthometric height was determined by differential leveling
 PH0496.and adjusted by the National Geodetic Survey in June 1991..
 PH0496
 PH0496.The geoid height was determined by GEOID03.
 PH0496
 PH0496.The dynamic height is computed by dividing the NAVD 88
 PH0496.geopotential number by the normal gravity value computed on the
 PH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0496.degrees latitude (g = 980.6199 gals.).
 PH0496
 PH0496.The modeled gravity was interpolated from observed gravity values.
 PH0496
 PH0496;                    North         East    Units  Estimated Accuracy
 PH0496;SPC NY E     -   673,330.      144,450.      MT  (+/- 180 meters Scaled)
 PH0496
 PH0496                          SUPERSEDED SURVEY CONTROL
 PH0496
 PH0496  NGVD 29 (??/??/92)   75.422  (m)          247.45   (f) ADJ UNCH    1 1
 PH0496
 PH0496.Superseded values are not recommended for survey control.
 PH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0496.See file dsdata.txt to determine how the superseded data were derived.
 PH0496
 PH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ339715(NAD 83)
 PH0496_MARKER: DB = BENCH MARK DISK
 PH0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0496_STAMPING: E 230 1942
 PH0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0496+STABILITY: SURFACE MOTION
 PH0496
 PH0496  HISTORY     - Date     Condition        Report By
 PH0496  HISTORY     - 1942     MONUMENTED       CGS
 PH0496  HISTORY     - 1975     GOOD             NGS
 PH0496
 PH0496                          STATION DESCRIPTION
 PH0496
 PH0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0496'3.0 MI S FROM BOMBAY.
 PH0496'3.0 MILES SOUTH ALONG STATE HIGHWAY 95 FROM THE POST OFFICE AT BOMBAY,
 PH0496'ALSO 5.60 MILES NORTH OF THE METHODIST CHURCH AT MOIRA, 52 FEET WEST
 PH0496'OF CENTER LINE OF THE HIGHWAY, 80 FEET SOUTHEAST OF THE SOUTHEAST
 PH0496'CORNER OF A FRAME HOUSE, 4 FEET SOUTH OF POWER POLE NO. 126, 11.8 FEET
 PH0496'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 PH0496'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0677 ***********************************************************************
 OD0677  DESIGNATION -  E 231
 OD0677  PID         -  OD0677
 OD0677  STATE/COUNTY-  NY/WASHINGTON
 OD0677  USGS QUAD   -  COSSAYUNA (1944)
 OD0677
 OD0677                         *CURRENT SURVEY CONTROL
 OD0677  ___________________________________________________________________
 OD0677* NAD 83(1986)-  43 08 45.     (N)    073 23 58.     (W)     SCALED    
 OD0677* NAVD 88     -       132.260  (meters)     433.92   (feet)  ADJUSTED  
 OD0677  ___________________________________________________________________
 OD0677  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OD0677  DYNAMIC HT  -         132.226 (meters)     433.81  (feet)  COMP
 OD0677  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 OD0677
 OD0677  VERT ORDER  -  SECOND    CLASS 0
 OD0677
 OD0677.The horizontal coordinates were scaled from a topographic map and have
 OD0677.an estimated accuracy of +/- 6 seconds.
 OD0677
 OD0677.The orthometric height was determined by differential leveling
 OD0677.and adjusted by the National Geodetic Survey in June 1991..
 OD0677
 OD0677.The geoid height was determined by GEOID03.
 OD0677
 OD0677.The dynamic height is computed by dividing the NAVD 88
 OD0677.geopotential number by the normal gravity value computed on the
 OD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0677.degrees latitude (g = 980.6199 gals.).
 OD0677
 OD0677.The modeled gravity was interpolated from observed gravity values.
 OD0677
 OD0677;                    North         East    Units  Estimated Accuracy
 OD0677;SPC NY E     -   479,460.      239,520.      MT  (+/- 180 meters Scaled)
 OD0677
 OD0677                          SUPERSEDED SURVEY CONTROL
 OD0677
 OD0677  NGVD 29 (??/??/92)  132.417  (m)          434.44   (f) ADJ UNCH    2 0
 OD0677
 OD0677.Superseded values are not recommended for survey control.
 OD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0677.See file dsdata.txt to determine how the superseded data were derived.
 OD0677
 OD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN301782(NAD 83)
 OD0677_MARKER: DB = BENCH MARK DISK
 OD0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0677_STAMPING: E 231 1942
 OD0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0677+STABILITY: SURFACE MOTION
 OD0677
 OD0677  HISTORY     - Date     Condition        Report By
 OD0677  HISTORY     - 1942     MONUMENTED       CGS
 OD0677
 OD0677                          STATION DESCRIPTION
 OD0677
 OD0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0677'4.45 MI SW FROM SALEM.
 OD0677'TO REACH FROM THE POST OFFICE IN SALEM-- PROCEED 2.2 MILES
 OD0677'SOUTHWESTERLY ON STATE HIGHWAY NO. 22 TO THE INTERSECTION OF STATE
 OD0677'HIGHWAY NO. 29, THENCE 2.25 MILES WESTERLY ON STATE HIGHWAY NO. 29 TO
 OD0677'SITE OF BENCH MARK. BENCH MARK IS AT THE VILLAGE OF EAST GREENWICH,
 OD0677'ABOUT 91.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PRESBYTERIAN
 OD0677'CHURCH, AND ABOUT 45.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 OD0677'WHITE TWO-STORY FRAME HOUSE.  IT IS 15.5 FEET NORTH OF AND ABOUT 0.3
 OD0677'FOOT BELOW THE CENTERLINE OF HIGHWAY, AND 2.3 FEET NORTHWEST OF POWER
 OD0677'POLE NO. E 68.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0129 ***********************************************************************
 OE0129  DESIGNATION -  E 233
 OE0129  PID         -  OE0129
 OE0129  STATE/COUNTY-  NY/WARREN
 OE0129  USGS QUAD   -  
 OE0129
 OE0129                         *CURRENT SURVEY CONTROL
 OE0129  ___________________________________________________________________
 OE0129* NAD 83(1986)-  43 36 31.     (N)    074 01 55.     (W)     SCALED    
 OE0129* NAVD 88     -       485.531  (meters)    1592.95   (feet)  ADJUSTED  
 OE0129  ___________________________________________________________________
 OE0129  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OE0129  DYNAMIC HT  -         485.414 (meters)    1592.56  (feet)  COMP
 OE0129  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 OE0129
 OE0129  VERT ORDER  -  SECOND    CLASS 0
 OE0129
 OE0129.The horizontal coordinates were scaled from a topographic map and have
 OE0129.an estimated accuracy of +/- 6 seconds.
 OE0129
 OE0129.The orthometric height was determined by differential leveling
 OE0129.and adjusted by the National Geodetic Survey in June 1991..
 OE0129
 OE0129.The geoid height was determined by GEOID03.
 OE0129
 OE0129.The dynamic height is computed by dividing the NAVD 88
 OE0129.geopotential number by the normal gravity value computed on the
 OE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0129.degrees latitude (g = 980.6199 gals.).
 OE0129
 OE0129.The modeled gravity was interpolated from observed gravity values.
 OE0129
 OE0129;                    North         East    Units  Estimated Accuracy
 OE0129;SPC NY E     -   530,390.      187,780.      MT  (+/- 180 meters Scaled)
 OE0129
 OE0129                          SUPERSEDED SURVEY CONTROL
 OE0129
 OE0129  NGVD 29 (??/??/92)  485.627  (m)         1593.26   (f) ADJ UNCH    2 0
 OE0129
 OE0129.Superseded values are not recommended for survey control.
 OE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0129.See file dsdata.txt to determine how the superseded data were derived.
 OE0129
 OE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP781288(NAD 83)
 OE0129_MARKER: DB = BENCH MARK DISK
 OE0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0129_SP_SET: CULVERT
 OE0129_STAMPING: E 233 1942
 OE0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0129
 OE0129  HISTORY     - Date     Condition        Report By
 OE0129  HISTORY     - 1942     MONUMENTED       CGS
 OE0129
 OE0129                          STATION DESCRIPTION
 OE0129
 OE0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0129'6.35 MI SW FROM WEVERTOWN.
 OE0129'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 8 AND STATE
 OE0129'HIGHWAY NO. 28 AT WEVERTOWN-- PROCEED 6.35 MILES SOUTHWESTERLY ON
 OE0129'STATE HIGHWAY NO. 8 TO SITE OF BENCH MARK. BENCH MARK IS AT A DIRT
 OE0129'ROAD CROSSING THE HIGHWAY, ABOUT 0.6 MILE SOUTHWEST OF THE POST OFFICE
 OE0129'IN BAKERS MILL, AND ABOUT 136.0 FEET NORTHEAST OF A BROWN TWO-STORY
 OE0129'FRAME HOUSE.  IT IS 20.0 FEET NORTH OF AND ABOUT 1.5 FEET BELOW THE
 OE0129'CENTERLINE OF THE INTERSECTION, AND SET HORIZONTALLY IN THE SOUTHWEST
 OE0129'END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0873 ***********************************************************************
 PH0873  DESIGNATION -  E 236
 PH0873  PID         -  PH0873
 PH0873  STATE/COUNTY-  NY/ST LAWRENCE
 PH0873  USGS QUAD   -  RENSSELAER FALLS (1963)
 PH0873
 PH0873                         *CURRENT SURVEY CONTROL
 PH0873  ___________________________________________________________________
 PH0873* NAD 83(1986)-  44 30 08.     (N)    075 22 16.     (W)     SCALED    
 PH0873* NAVD 88     -       117.955  (meters)     386.99   (feet)  ADJUSTED  
 PH0873  ___________________________________________________________________
 PH0873  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 PH0873  DYNAMIC HT  -         117.945 (meters)     386.96  (feet)  COMP
 PH0873  MODELED GRAV-     980,531.1   (mgal)                       NAVD 88
 PH0873
 PH0873  VERT ORDER  -  SECOND    CLASS 0
 PH0873
 PH0873.The horizontal coordinates were scaled from a topographic map and have
 PH0873.an estimated accuracy of +/- 6 seconds.
 PH0873
 PH0873.The orthometric height was determined by differential leveling
 PH0873.and adjusted by the National Geodetic Survey in June 1991..
 PH0873
 PH0873.The geoid height was determined by GEOID03.
 PH0873
 PH0873.The dynamic height is computed by dividing the NAVD 88
 PH0873.geopotential number by the normal gravity value computed on the
 PH0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0873.degrees latitude (g = 980.6199 gals.).
 PH0873
 PH0873.The modeled gravity was interpolated from observed gravity values.
 PH0873
 PH0873;                    North         East    Units  Estimated Accuracy
 PH0873;SPC NY E     -   629,930.       80,730.      MT  (+/- 180 meters Scaled)
 PH0873
 PH0873                          SUPERSEDED SURVEY CONTROL
 PH0873
 PH0873  NGVD 29 (??/??/92)  118.093  (m)          387.44   (f) ADJ UNCH    2 0
 PH0873
 PH0873.Superseded values are not recommended for survey control.
 PH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0873.See file dsdata.txt to determine how the superseded data were derived.
 PH0873
 PH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ704277(NAD 83)
 PH0873_MARKER: DB = BENCH MARK DISK
 PH0873_SETTING: 66 = SET IN ROCK OUTCROP
 PH0873_SP_SET: ROCK OUTCROP
 PH0873_STAMPING: E 236 1942
 PH0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0873+STABILITY: POSITION/ELEVATION WELL
 PH0873
 PH0873  HISTORY     - Date     Condition        Report By
 PH0873  HISTORY     - 1942     MONUMENTED       CGS
 PH0873
 PH0873                          STATION DESCRIPTION
 PH0873
 PH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0873'1.5 MI W FROM DE KALB.
 PH0873'TO REACH FROM THE BRIDGE OVER THE OSWEGATCHIE RIVER AT DEKALB, PROCEED
 PH0873'WESTERLY ON PAVED ROAD TO DEPEYSTER, GO 0.5 MILE TO A FORK IN ROAD,
 PH0873'CONTINUE WESTERLY ON LEFT FORK AND GO 1.0 MILE TO T ROAD INTERSECTION
 PH0873'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF RED
 PH0873'GRANITE OUTCROP ON THE SOUTH SIDE OF THE ROAD, IT IS ABOUT 400.0 FEET
 PH0873'EAST OF THE ROAD INTERSECTION, ABOUT 200.0 FEET WEST OF TOP OF GRADE,
 PH0873'37.0 FEET SOUTH OF AND ABOUT 7.0 FEET ABOVE THE CENTER LINE OF THE
 PH0873'EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0288 ***********************************************************************
 PH0288  DESIGNATION -  E 238
 PH0288  PID         -  PH0288
 PH0288  STATE/COUNTY-  NY/FRANKLIN
 PH0288  USGS QUAD   -  
 PH0288
 PH0288                         *CURRENT SURVEY CONTROL
 PH0288  ___________________________________________________________________
 PH0288* NAD 83(1986)-  44 09 38.     (N)    074 08 40.     (W)     SCALED    
 PH0288* NAVD 88     -       728.919  (meters)    2391.46   (feet)  ADJUSTED  
 PH0288  ___________________________________________________________________
 PH0288  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PH0288  DYNAMIC HT  -         728.745 (meters)    2390.89  (feet)  COMP
 PH0288  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 PH0288
 PH0288  VERT ORDER  -  SECOND    CLASS 0
 PH0288
 PH0288.The horizontal coordinates were scaled from a topographic map and have
 PH0288.an estimated accuracy of +/- 6 seconds.
 PH0288
 PH0288.The orthometric height was determined by differential leveling
 PH0288.and adjusted by the National Geodetic Survey in June 1991..
 PH0288
 PH0288.The geoid height was determined by GEOID03.
 PH0288
 PH0288.The dynamic height is computed by dividing the NAVD 88
 PH0288.geopotential number by the normal gravity value computed on the
 PH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0288.degrees latitude (g = 980.6199 gals.).
 PH0288
 PH0288.The modeled gravity was interpolated from observed gravity values.
 PH0288
 PH0288;                    North         East    Units  Estimated Accuracy
 PH0288;SPC NY E     -   591,660.      178,440.      MT  (+/- 180 meters Scaled)
 PH0288
 PH0288                          SUPERSEDED SURVEY CONTROL
 PH0288
 PH0288  NGVD 29 (??/??/92)  728.959  (m)         2391.59   (f) ADJ UNCH    2 0
 PH0288
 PH0288.Superseded values are not recommended for survey control.
 PH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0288.See file dsdata.txt to determine how the superseded data were derived.
 PH0288
 PH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP684900(NAD 83)
 PH0288_MARKER: DB = BENCH MARK DISK
 PH0288_SETTING: 80 = SET IN A BOULDER
 PH0288_SP_SET: BOULDER
 PH0288_STAMPING: E 238 1942
 PH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0288+STABILITY: SURFACE MOTION
 PH0288
 PH0288  HISTORY     - Date     Condition        Report By
 PH0288  HISTORY     - 1942     MONUMENTED       CGS
 PH0288
 PH0288                          STATION DESCRIPTION
 PH0288
 PH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0288'12.7 MI SE FROM COREYS POST OFFICE.
 PH0288'TO REACH FROM THE COREYS POST OFFICE, PROCEED SOUTH-SOUTHEASTERLY ON
 PH0288'GRADED ROAD TO DUCK HOLE POND, GO 5.8 MILES TO THE CARETAKERS
 PH0288'RESIDENCE AT THE ENTRANCE TO THE  AMPERSAND PRIVATE PARK, PASS THE
 PH0288'HOUSE AND CONTINUE EASTERLY 3.5 MILES TO THE ENTRANCE TO THE STATE
 PH0288'PARK, PASS THROUGH THE GATE AND CONTINUE 3.4 MILES TO A LARGE BOULDER
 PH0288'ABOUT 8 FEET BY 12 FEET BY 4 FEET HIGH ON THE SOUTHWEST SIDE OF THE
 PH0288'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN A
 PH0288'PROJECTION ON THE NORTHEAST SIDE OF THE BOULDER, IT IS 8.0 FEET
 PH0288'SOUTHWEST OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE ROAD AND
 PH0288'AT THE SOUTHEAST END OF A SMALL TURN-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0028 ***********************************************************************
 OE0028  DESIGNATION -  E 239
 OE0028  PID         -  OE0028
 OE0028  STATE/COUNTY-  NY/HAMILTON
 OE0028  USGS QUAD   -  
 OE0028
 OE0028                         *CURRENT SURVEY CONTROL
 OE0028  ___________________________________________________________________
 OE0028* NAD 83(1986)-  43 58 44.     (N)    074 19 42.     (W)     SCALED    
 OE0028* NAVD 88     -       545.439  (meters)    1789.49   (feet)  ADJUSTED  
 OE0028  ___________________________________________________________________
 OE0028  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 OE0028  DYNAMIC HT  -         545.325 (meters)    1789.12  (feet)  COMP
 OE0028  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 OE0028
 OE0028  VERT ORDER  -  SECOND    CLASS 0
 OE0028
 OE0028.The horizontal coordinates were scaled from a topographic map and have
 OE0028.an estimated accuracy of +/- 6 seconds.
 OE0028
 OE0028.The orthometric height was determined by differential leveling
 OE0028.and adjusted by the National Geodetic Survey in June 1991..
 OE0028
 OE0028.The geoid height was determined by GEOID03.
 OE0028
 OE0028.The dynamic height is computed by dividing the NAVD 88
 OE0028.geopotential number by the normal gravity value computed on the
 OE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0028.degrees latitude (g = 980.6199 gals.).
 OE0028
 OE0028.The modeled gravity was interpolated from observed gravity values.
 OE0028
 OE0028;                    North         East    Units  Estimated Accuracy
 OE0028;SPC NY E     -   571,430.      163,770.      MT  (+/- 180 meters Scaled)
 OE0028
 OE0028                          SUPERSEDED SURVEY CONTROL
 OE0028
 OE0028  NGVD 29 (??/??/92)  545.501  (m)         1789.70   (f) ADJ UNCH    2 0
 OE0028
 OE0028.Superseded values are not recommended for survey control.
 OE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0028.See file dsdata.txt to determine how the superseded data were derived.
 OE0028
 OE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP538697(NAD 83)
 OE0028_MARKER: DB = BENCH MARK DISK
 OE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0028_STAMPING: E 239 1942
 OE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0028+STABILITY: SURFACE MOTION
 OE0028
 OE0028  HISTORY     - Date     Condition        Report By
 OE0028  HISTORY     - 1942     MONUMENTED       CGS
 OE0028  HISTORY     - 1976     MARK NOT FOUND   USGS
 OE0028  HISTORY     - 20000921 MARK NOT FOUND   NYDT
 OE0028
 OE0028                          STATION DESCRIPTION
 OE0028
 OE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0028'4.8 MI E FROM LONG LAKE.
 OE0028'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 10 AND STATE
 OE0028'HIGHWAY NUMBER 28N AT LONG LAKE, PROCEED EASTERLY ON STATE HIGHWAY
 OE0028'NUMBER 28N AND GO 4.8 MILES TO A SMALL CURVE AND SITE OF BENCH MARK.
 OE0028'BENCH MARK IS 42.0 FEET EAST OF POWER LINE POLE WITH BRACE WIRE, 34.0
 OE0028'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 OE0028'HIGHWAY, 5.0 FEET WEST OF A SMALL BOULDER, 3.0 FEET WEST OF A 4 BY 4
 OE0028'INCH WOODEN MARKER POST AND ON THE OUTSIDE OF THE CURVE.  MONUMENT
 OE0028'PROJECTS 0.6 FOOT.
 OE0028
 OE0028                          STATION RECOVERY (1976)
 OE0028
 OE0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OE0028'MARK NOT FOUND.
 OE0028
 OE0028                          STATION RECOVERY (2000)
 OE0028
 OE0028'RECOVERY NOTE BY NY DEPT OF TRANSP 2000 (PAF)
 OE0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE2027 ***********************************************************************
 OE2027  DESIGNATION -  E 240 RESET
 OE2027  PID         -  OE2027
 OE2027  STATE/COUNTY-  NY/ESSEX
 OE2027  USGS QUAD   -  
 OE2027
 OE2027                         *CURRENT SURVEY CONTROL
 OE2027  ___________________________________________________________________
 OE2027* NAD 83(1986)-  43 51 32.     (N)    074 00 19.     (W)     SCALED    
 OE2027* NAVD 88     -       557.50   (meters)    1829.1    (feet)  RESET     
 OE2027  ___________________________________________________________________
 OE2027  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 OE2027
 OE2027  VERT ORDER  -  THIRD
 OE2027
 OE2027.The horizontal coordinates were scaled from a topographic map and have
 OE2027.an estimated accuracy of +/- 6 seconds.
 OE2027
 OE2027.The orthometric height was computed from unverified reset data.
 OE2027.No vertical observational check was made to the station.
 OE2027
 OE2027.The geoid height was determined by GEOID03.
 OE2027
 OE2027;                    North         East    Units  Estimated Accuracy
 OE2027;SPC NY E     -   558,210.      189,770.      MT  (+/- 180 meters Scaled)
 OE2027
 OE2027                          SUPERSEDED SURVEY CONTROL
 OE2027
 OE2027  NGVD 29 (09/01/04)  557.59   (m)         1829.4    (f) RESET       3  
 OE2027
 OE2027.Superseded values are not recommended for survey control.
 OE2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE2027.See file dsdata.txt to determine how the superseded data were derived.
 OE2027
 OE2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP799566(NAD 83)
 OE2027_MARKER: DB = BENCH MARK DISK
 OE2027_SETTING: 80 = SET IN A BOULDER
 OE2027_SP_SET: BOULDER
 OE2027_STAMPING: E 240 RESET 1984
 OE2027_MARK LOGO: NGS   
 OE2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE2027+STABILITY: SURFACE MOTION
 OE2027
 OE2027  HISTORY     - Date     Condition        Report By
 OE2027  HISTORY     - 1984     MONUMENTED       NGS
 OE2027
 OE2027                          STATION DESCRIPTION
 OE2027
 OE2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OE2027'9.2 KM (5.70 MI) NORTH FROM MINERVA.
 OE2027'FROM THE MINERVA POST OFFICE, GO NORTH ON STATE HIGHWAY 28N FOR 9.2 KM
 OE2027'(5.70 MI) TO THE MARK ON THE RIGHT, IN A LARGE BOULDER THAT PROJECTS
 OE2027'61 CM (2 FEET), 21.3 M (69.9 FT) SOUTH OF A SMALL STREAM, 19.2 M
 OE2027'(63.0 FT) EAST OF THE CENTER OF HIGHWAY 28N, 13.9 M (45.6 FT)
 OE2027'NORTHEAST OF POWERLINE POLE NUMBER 241 AND 0.9 M (3.0 FT) EAST OF A
 OE2027'CARSONITE WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0142 ***********************************************************************
 PH0142  DESIGNATION -  E 246
 PH0142  PID         -  PH0142
 PH0142  STATE/COUNTY-  NY/FRANKLIN
 PH0142  USGS QUAD   -  SANTA CLARA (1980)
 PH0142
 PH0142                         *CURRENT SURVEY CONTROL
 PH0142  ___________________________________________________________________
 PH0142* NAD 83(1986)-  44 41 27.     (N)    074 28 48.     (W)     SCALED    
 PH0142* NAVD 88     -       417.889  (meters)    1371.02   (feet)  ADJUSTED  
 PH0142  ___________________________________________________________________
 PH0142  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 PH0142  DYNAMIC HT  -         417.841 (meters)    1370.87  (feet)  COMP
 PH0142  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 PH0142
 PH0142  VERT ORDER  -  SECOND    CLASS 0
 PH0142
 PH0142.The horizontal coordinates were scaled from a topographic map and have
 PH0142.an estimated accuracy of +/- 6 seconds.
 PH0142
 PH0142.The orthometric height was determined by differential leveling
 PH0142.and adjusted by the National Geodetic Survey in June 1991..
 PH0142
 PH0142.The geoid height was determined by GEOID03.
 PH0142
 PH0142.The dynamic height is computed by dividing the NAVD 88
 PH0142.geopotential number by the normal gravity value computed on the
 PH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0142.degrees latitude (g = 980.6199 gals.).
 PH0142
 PH0142.The modeled gravity was interpolated from observed gravity values.
 PH0142
 PH0142;                    North         East    Units  Estimated Accuracy
 PH0142;SPC NY E     -   650,520.      151,590.      MT  (+/- 180 meters Scaled)
 PH0142
 PH0142                          SUPERSEDED SURVEY CONTROL
 PH0142
 PH0142  NGVD 29 (??/??/92)  417.969  (m)         1371.29   (f) ADJ UNCH    2 0
 PH0142
 PH0142.Superseded values are not recommended for survey control.
 PH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0142.See file dsdata.txt to determine how the superseded data were derived.
 PH0142
 PH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ412487(NAD 83)
 PH0142_MARKER: DB = BENCH MARK DISK
 PH0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0142_SP_SET: CULVERT
 PH0142_STAMPING: E 246 1942
 PH0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0142
 PH0142  HISTORY     - Date     Condition        Report By
 PH0142  HISTORY     - 1942     MONUMENTED       CGS
 PH0142
 PH0142                          STATION DESCRIPTION
 PH0142
 PH0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PH0142'4.0 MI E FROM ST. REGIS FALLS.
 PH0142'TO REACH FROM THE ST. REGIS CENTRAL SCHOOL BUILDING IN ST. REGIS FALLS
 PH0142'FALLS, PROCEED 4.0 MILES EASTERLY ALONG A COUNTY ASPHALT ROAD TO AN
 PH0142'ABANDONED SAW MILL SITE, AND A CONCRETE CULVERT, AND SITE OF BENCH
 PH0142'MARK.  BENCH MARK IS SET HORIZONTALLY IN WEST END OF THE NORTH
 PH0142'HEADWALL OF A 4.0 FOOT CONCRETE CULVERT UNDER ASPHALT ROAD.  IT IS AT
 PH0142'THE EAST END OF A SMALL BANK CUT, 16.0 FEET NORTH OF AND ABOUT LEVEL
 PH0142'WITH THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1091 ***********************************************************************
 PG1091  DESIGNATION -  E 247
 PG1091  PID         -  PG1091
 PG1091  STATE/COUNTY-  NY/CLINTON
 PG1091  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1091
 PG1091                         *CURRENT SURVEY CONTROL
 PG1091  ___________________________________________________________________
 PG1091* NAD 83(1986)-  44 54 23.     (N)    073 48 16.     (W)     SCALED    
 PG1091* NAVD 88     -       277.514  (meters)     910.48   (feet)  POSTED    
 PG1091  ___________________________________________________________________
 PG1091  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PG1091  DYNAMIC HT  -         277.500 (meters)     910.43  (feet)  COMP
 PG1091  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 PG1091
 PG1091  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PG1091
 PG1091.The horizontal coordinates were scaled from a topographic map and have
 PG1091.an estimated accuracy of +/- 6 seconds.
 PG1091
 PG1091.The orthometric height was determined by differential leveling
 PG1091.and adjusted by the National Geodetic Survey in 1992..
 PG1091.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PG1091.rate of 3.1 thru 4.0 mm/km.
 PG1091
 PG1091.The geoid height was determined by GEOID03.
 PG1091
 PG1091.The dynamic height is computed by dividing the NAVD 88
 PG1091.geopotential number by the normal gravity value computed on the
 PG1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1091.degrees latitude (g = 980.6199 gals.).
 PG1091
 PG1091.The modeled gravity was interpolated from observed gravity values.
 PG1091
 PG1091;                    North         East    Units  Estimated Accuracy
 PG1091;SPC NY E     -   674,710.      204,930.      MT  (+/- 180 meters Scaled)
 PG1091
 PG1091                          SUPERSEDED SURVEY CONTROL
 PG1091
 PG1091  NGVD 29 (??/??/??)  277.585  (m)          910.71   (f) ADJUSTED    2 0
 PG1091
 PG1091.Superseded values are not recommended for survey control.
 PG1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1091.See file dsdata.txt to determine how the superseded data were derived.
 PG1091
 PG1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ943732(NAD 83)
 PG1091_MARKER: DB = BENCH MARK DISK
 PG1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PG1091_STAMPING: E 247 1942
 PG1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1091+STABILITY: SURFACE MOTION
 PG1091
 PG1091  HISTORY     - Date     Condition        Report By
 PG1091  HISTORY     - 1942     MONUMENTED       CGS
 PG1091  HISTORY     - 1973     MARK NOT FOUND   NGS
 PG1091
 PG1091                          STATION DESCRIPTION
 PG1091
 PG1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 PG1091'IN ELLENBURG DEPOT.
 PG1091'AT ELLENBURG DEPOT, CLINTON COUNTY, 57.6 FEET SOUTH OF THE SOUTHWEST
 PG1091'CORNER OF THE RUTLAND RAILWAY STATION, 37.3 FEET WEST OF THE MAIN
 PG1091'TRACK, 15 FEET EAST OF THE CENTERLINE OF THE SWITCH TRACK, 4 FEET
 PG1091'NORTH OF A POWER-TRANSMISSION LINE POLE, 2 FEET SOUTH OF A WHITE
 PG1091'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE SWITCH TRACK. A
 PG1091'STANDARD DISK, STAMPED E 247 1942 AND SET IN THE TOP OF A CONCRETE
 PG1091'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 PG1091
 PG1091                          STATION RECOVERY (1973)
 PG1091
 PG1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PG1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0010 ***********************************************************************
 OE0010  DESIGNATION -  E 248
 OE0010  PID         -  OE0010
 OE0010  STATE/COUNTY-  NY/HAMILTON
 OE0010  USGS QUAD   -  
 OE0010
 OE0010                         *CURRENT SURVEY CONTROL
 OE0010  ___________________________________________________________________
 OE0010* NAD 83(1986)-  43 56 13.     (N)    074 27 21.     (W)     SCALED    
 OE0010* NAVD 88     -       517.841  (meters)    1698.95   (feet)  ADJUSTED  
 OE0010  ___________________________________________________________________
 OE0010  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 OE0010  DYNAMIC HT  -         517.732 (meters)    1698.59  (feet)  COMP
 OE0010  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 OE0010
 OE0010  VERT ORDER  -  SECOND    CLASS 0
 OE0010
 OE0010.The horizontal coordinates were scaled from a topographic map and have
 OE0010.an estimated accuracy of +/- 6 seconds.
 OE0010
 OE0010.The orthometric height was determined by differential leveling
 OE0010.and adjusted by the National Geodetic Survey in June 1991..
 OE0010
 OE0010.The geoid height was determined by GEOID03.
 OE0010
 OE0010.The dynamic height is computed by dividing the NAVD 88
 OE0010.geopotential number by the normal gravity value computed on the
 OE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0010.degrees latitude (g = 980.6199 gals.).
 OE0010
 OE0010.The modeled gravity was interpolated from observed gravity values.
 OE0010
 OE0010;                    North         East    Units  Estimated Accuracy
 OE0010;SPC NY E     -   566,760.      153,550.      MT  (+/- 180 meters Scaled)
 OE0010
 OE0010                          SUPERSEDED SURVEY CONTROL
 OE0010
 OE0010  NGVD 29 (??/??/92)  517.902  (m)         1699.15   (f) ADJ UNCH    2 0
 OE0010
 OE0010.Superseded values are not recommended for survey control.
 OE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0010.See file dsdata.txt to determine how the superseded data were derived.
 OE0010
 OE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP436650(NAD 83)
 OE0010_MARKER: DB = BENCH MARK DISK
 OE0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0010_SP_SET: CULVERT
 OE0010_STAMPING: E 248 1942
 OE0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0010
 OE0010  HISTORY     - Date     Condition        Report By
 OE0010  HISTORY     - 1942     MONUMENTED       CGS
 OE0010
 OE0010                          STATION DESCRIPTION
 OE0010
 OE0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0010'7.55 MI N FROM BLUE MOUNTAIN LAKE.
 OE0010'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 28, PROCEED 7.55
 OE0010'MILES NORTH ALONG STATE HIGHWAY NO. 10, TO A 4X8 FOOT CULVERT AND SITE
 OE0010'OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN THE NORTH END OF THE
 OE0010'EAST CONCRETE HEADWALL. IT IS 59.0 YARDS SOUTH OF A SIGN POST
 OE0010'(DEERLAND) 19.0 FEET EAST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE
 OE0010'OF HIGHWAY, 17.0 FEET NORTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD1045 ***********************************************************************
 OD1045  DESIGNATION -  E 249 RESET 1961
 OD1045  PID         -  OD1045
 OD1045  STATE/COUNTY-  NY/ESSEX
 OD1045  USGS QUAD   -  
 OD1045
 OD1045                         *CURRENT SURVEY CONTROL
 OD1045  ___________________________________________________________________
 OD1045* NAD 83(1986)-  43 57 24.     (N)    073 46 55.     (W)     SCALED    
 OD1045* NAVD 88     -       337.38   (meters)    1106.9    (feet)  RESET     
 OD1045  ___________________________________________________________________
 OD1045  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OD1045
 OD1045  VERT ORDER  -  THIRD
 OD1045
 OD1045.The horizontal coordinates were scaled from a topographic map and have
 OD1045.an estimated accuracy of +/- 6 seconds.
 OD1045
 OD1045.The orthometric height was computed from unverified reset data.
 OD1045
 OD1045.The geoid height was determined by GEOID03.
 OD1045
 OD1045;                    North         East    Units  Estimated Accuracy
 OD1045;SPC NY E     -   569,200.      207,630.      MT  (+/- 180 meters Scaled)
 OD1045
 OD1045                          SUPERSEDED SURVEY CONTROL
 OD1045
 OD1045.No superseded survey control is available for this station.
 OD1045
 OD1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP977677(NAD 83)
 OD1045_MARKER: DB = BENCH MARK DISK
 OD1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD1045_SP_SET: CULVERT
 OD1045_STAMPING: E 249 RESET 1961
 OD1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD1045
 OD1045  HISTORY     - Date     Condition        Report By
 OD1045  HISTORY     - 1961     MONUMENTED       CGS
 OD1045  HISTORY     - 1971     GOOD             NGS
 OD1045
 OD1045                          STATION DESCRIPTION
 OD1045
 OD1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OD1045'2.7 MI W FROM SCHROON RIVER.
 OD1045'2.7 MILES WEST ON THE BLUE RIDGE ROAD FROM JUNCTION WITH U.S. HIGHWAY
 OD1045'9 AT SCHROON RIVER, 159 FEET WEST OF WEST END OF THE BLUE RIDGE CAMP
 OD1045'OFFICE AND STORE (FORMERLY THE POST OFFICE), 42 FEET NORTH OF CENTER
 OD1045'LINE OF ROAD, 42 FEET EAST OF CENTER LINE OF MACADAM DRIVE UP TO BLUE
 OD1045'RIDGE CAMPGROUND, AND CEMENTED IN A DRILL HOLE IN THE NORTH WINT OF AN
 OD1045'L-SHAPED, CONCRETE ABUTMENT OF A 2-FOOT-DIAMETER, CORRUGATED IRON PIPE
 OD1045'CULVERT.  ABUTMENT PROJECTS 1 FOOT ABOVE GROUND AND IS IN THE
 OD1045'SOUTHWEST CORNER OF LARGE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0416 ***********************************************************************
 OF0416  DESIGNATION -  E 25
 OF0416  PID         -  OF0416
 OF0416  STATE/COUNTY-  NY/OSWEGO
 OF0416  USGS QUAD   -  NEW HAVEN (1982)
 OF0416
 OF0416                         *CURRENT SURVEY CONTROL
 OF0416  ___________________________________________________________________
 OF0416* NAD 83(1986)-  43 29 58.     (N)    076 20 34.     (W)     SCALED    
 OF0416* NAVD 88     -        93.142  (meters)     305.58   (feet)  ADJUSTED  
 OF0416  ___________________________________________________________________
 OF0416  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OF0416  DYNAMIC HT  -          93.123 (meters)     305.52  (feet)  COMP
 OF0416  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 OF0416
 OF0416  VERT ORDER  -  FIRST     CLASS II
 OF0416
 OF0416.The horizontal coordinates were scaled from a topographic map and have
 OF0416.an estimated accuracy of +/- 6 seconds.
 OF0416
 OF0416.The orthometric height was determined by differential leveling
 OF0416.and adjusted by the National Geodetic Survey in June 1991..
 OF0416
 OF0416.The geoid height was determined by GEOID03.
 OF0416
 OF0416.The dynamic height is computed by dividing the NAVD 88
 OF0416.geopotential number by the normal gravity value computed on the
 OF0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0416.degrees latitude (g = 980.6199 gals.).
 OF0416
 OF0416.The modeled gravity was interpolated from observed gravity values.
 OF0416
 OF0416;                    North         East    Units  Estimated Accuracy
 OF0416;SPC NY C     -   388,680.      269,450.      MT  (+/- 180 meters Scaled)
 OF0416
 OF0416                          SUPERSEDED SURVEY CONTROL
 OF0416
 OF0416  NGVD 29 (??/??/92)   93.341  (m)          306.24   (f) ADJ UNCH    1 2
 OF0416
 OF0416.Superseded values are not recommended for survey control.
 OF0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0416.See file dsdata.txt to determine how the superseded data were derived.
 OF0416
 OF0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP914171(NAD 83)
 OF0416_MARKER: Q = CHISELED SQUARE
 OF0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0416_SP_SET: BRIDGE RAIL
 OF0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0416
 OF0416  HISTORY     - Date     Condition        Report By
 OF0416  HISTORY     - UNK      MONUMENTED       CGS
 OF0416  HISTORY     - 1968     GOOD             NGS
 OF0416
 OF0416                          STATION DESCRIPTION
 OF0416
 OF0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OF0416'1 1/4 MI W FROM NEW HAVEN.
 OF0416'E 25--ABOUT 1-1/4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD
 OF0416'FROM THE STATION AT NEW HAVEN, OSWEGO COUNTY, 7 POLES EAST OF ROAD
 OF0416'CROSSING 252, AT BRIDGE NO. 242, AT THE EAST END OF THE CONCRETE
 OF0416'CAPSTONE, AND ON THE EAST END OF THE SUPPORTING RAIL. A CHISELED
 OF0416'SQUARE.
 OF0416'NOTE--IN APRIL 1935 IT WAS REPORTED THAT THE RAIL IS BADLY CORRODED
 OF0416'AND THE MARK DIFFICULT TO IDENTIFY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0543 ***********************************************************************
 LY0543  DESIGNATION -  E 251
 LY0543  PID         -  LY0543
 LY0543  STATE/COUNTY-  NY/ORANGE
 LY0543  USGS QUAD   -  UNIONVILLE (1969)
 LY0543
 LY0543                         *CURRENT SURVEY CONTROL
 LY0543  ___________________________________________________________________
 LY0543* NAD 83(1986)-  41 19 31.     (N)    074 30 02.     (W)     SCALED    
 LY0543* NAVD 88     -       130.512  (meters)     428.19   (feet)  ADJUSTED  
 LY0543  ___________________________________________________________________
 LY0543  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY0543  DYNAMIC HT  -         130.460 (meters)     428.02  (feet)  COMP
 LY0543  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 LY0543
 LY0543  VERT ORDER  -  SECOND    CLASS 0
 LY0543
 LY0543.The horizontal coordinates were scaled from a topographic map and have
 LY0543.an estimated accuracy of +/- 6 seconds.
 LY0543
 LY0543.The orthometric height was determined by differential leveling
 LY0543.and adjusted by the National Geodetic Survey in June 1991..
 LY0543
 LY0543.The geoid height was determined by GEOID03.
 LY0543
 LY0543.The dynamic height is computed by dividing the NAVD 88
 LY0543.geopotential number by the normal gravity value computed on the
 LY0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0543.degrees latitude (g = 980.6199 gals.).
 LY0543
 LY0543.The modeled gravity was interpolated from observed gravity values.
 LY0543
 LY0543;                    North         East    Units  Estimated Accuracy
 LY0543;SPC NY E     -   276,670.      149,950.      MT  (+/- 180 meters Scaled)
 LY0543
 LY0543                          SUPERSEDED SURVEY CONTROL
 LY0543
 LY0543  NGVD 29 (??/??/92)  130.721  (m)          428.87   (f) ADJ UNCH    2 0
 LY0543
 LY0543.Superseded values are not recommended for survey control.
 LY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0543.See file dsdata.txt to determine how the superseded data were derived.
 LY0543
 LY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL417749(NAD 83)
 LY0543_MARKER: DB = BENCH MARK DISK
 LY0543_SETTING: 66 = SET IN ROCK OUTCROP
 LY0543_SP_SET: ROCK OUTCROP
 LY0543_STAMPING: E 251 1942
 LY0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0543+STABILITY: POSITION/ELEVATION WELL
 LY0543
 LY0543  HISTORY     - Date     Condition        Report By
 LY0543  HISTORY     - 1942     MONUMENTED       CGS
 LY0543
 LY0543                          STATION DESCRIPTION
 LY0543
 LY0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0543'4.6 MI NE FROM UNIONVILLE.
 LY0543'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 84 FROM THE POST OFFICE
 LY0543'AT UNIONVILLE, ORANGE COUNTY, THENCE 3.4 MILES NORTHEAST ALONG
 LY0543'A GRAVEL ROAD, AND THENCE 1.0 MILE NORTHEAST ALONG A PAVED
 LY0543'ROAD, AT A CURVE TO THE EAST, AT THE JUNCTION OF A SURFACED
 LY0543'ROAD, 425 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD,
 LY0543'20 FEET NORTHWEST OF THE CENTERLINE OF THE SURFACED ROAD, 46
 LY0543'FEET NORTH OF A TRIANGULAR-BLAZED 28-INCH MAPLE TREE, 13 FEET
 LY0543'SOUTHWEST OF A TRIANGULAR-BLAZED 8-INCH ELM TREE, IN A ROCK
 LY0543'OUTCROP, AND ABOUT 1.5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0509 ***********************************************************************
 LY0509  DESIGNATION -  E 252
 LY0509  PID         -  LY0509
 LY0509  STATE/COUNTY-  NY/ORANGE
 LY0509  USGS QUAD   -  PINE ISLAND (1969)
 LY0509
 LY0509                         *CURRENT SURVEY CONTROL
 LY0509  ___________________________________________________________________
 LY0509* NAD 83(1986)-  41 17 44.     (N)    074 27 38.     (W)     SCALED    
 LY0509* NAVD 88     -       123.523  (meters)     405.26   (feet)  ADJUSTED  
 LY0509  ___________________________________________________________________
 LY0509  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0509  DYNAMIC HT  -         123.473 (meters)     405.09  (feet)  COMP
 LY0509  MODELED GRAV-     980,220.1   (mgal)                       NAVD 88
 LY0509
 LY0509  VERT ORDER  -  SECOND    CLASS 0
 LY0509
 LY0509.The horizontal coordinates were scaled from a topographic map and have
 LY0509.an estimated accuracy of +/- 6 seconds.
 LY0509
 LY0509.The orthometric height was determined by differential leveling
 LY0509.and adjusted by the National Geodetic Survey in June 1991..
 LY0509
 LY0509.The geoid height was determined by GEOID03.
 LY0509
 LY0509.The dynamic height is computed by dividing the NAVD 88
 LY0509.geopotential number by the normal gravity value computed on the
 LY0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0509.degrees latitude (g = 980.6199 gals.).
 LY0509
 LY0509.The modeled gravity was interpolated from observed gravity values.
 LY0509
 LY0509;                    North         East    Units  Estimated Accuracy
 LY0509;SPC NY E     -   273,370.      153,300.      MT  (+/- 180 meters Scaled)
 LY0509
 LY0509                          SUPERSEDED SURVEY CONTROL
 LY0509
 LY0509  NGVD 29 (??/??/92)  123.739  (m)          405.97   (f) ADJ UNCH    2 0
 LY0509
 LY0509.Superseded values are not recommended for survey control.
 LY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0509.See file dsdata.txt to determine how the superseded data were derived.
 LY0509
 LY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL451717(NAD 83)
 LY0509_MARKER: DB = BENCH MARK DISK
 LY0509_SETTING: 0 = UNSPECIFIED SETTING
 LY0509_STAMPING: E 252 1942
 LY0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0509
 LY0509  HISTORY     - Date     Condition        Report By
 LY0509  HISTORY     - 1942     MONUMENTED       CGS
 LY0509  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0509
 LY0509                          STATION DESCRIPTION
 LY0509
 LY0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0509'AT PINE ISLAND.
 LY0509'AT PINE ISLAND, ORANGE COUNTY, 140 FEET NORTH OF THE MAIN ROAD,
 LY0509'AT THE ERIE RAILROAD STATION, 5.5 FEET WEST OF THE SOUTHEAST
 LY0509'CORNER, 1.5 FEET SOUTH OF THE SOUTH WALL, 22 FEET WEST OF THE
 LY0509'CENTERLINE OF THE TRACKS, AND ABOUT FLUSH WITH THE GROUND.
 LY0509
 LY0509                          STATION RECOVERY (1984)
 LY0509
 LY0509'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2278 ***********************************************************************
 LY2278  DESIGNATION -  E 252 RESET 1981
 LY2278  PID         -  LY2278
 LY2278  STATE/COUNTY-  NY/ORANGE
 LY2278  USGS QUAD   -  PINE ISLAND (1969)
 LY2278
 LY2278                         *CURRENT SURVEY CONTROL
 LY2278  ___________________________________________________________________
 LY2278* NAD 83(1986)-  41 17 44.     (N)    074 27 38.     (W)     SCALED    
 LY2278* NAVD 88     -       123.53   (meters)     405.3    (feet)  RESET     
 LY2278  ___________________________________________________________________
 LY2278  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY2278
 LY2278  VERT ORDER  -  THIRD
 LY2278
 LY2278.The horizontal coordinates were scaled from a topographic map and have
 LY2278.an estimated accuracy of +/- 6 seconds.
 LY2278
 LY2278.The orthometric height was computed from unverified reset data.
 LY2278.No vertical observational check was made to the station.
 LY2278
 LY2278.The geoid height was determined by GEOID03.
 LY2278
 LY2278;                    North         East    Units  Estimated Accuracy
 LY2278;SPC NY E     -   273,370.      153,300.      MT  (+/- 180 meters Scaled)
 LY2278
 LY2278                          SUPERSEDED SURVEY CONTROL
 LY2278
 LY2278  NGVD 29 (09/01/04)  123.75   (m)          406.0    (f) RESET       3  
 LY2278
 LY2278.Superseded values are not recommended for survey control.
 LY2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2278.See file dsdata.txt to determine how the superseded data were derived.
 LY2278
 LY2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL451717(NAD 83)
 LY2278_MARKER: DB = BENCH MARK DISK
 LY2278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY2278_SP_SET: HEADWALL
 LY2278_STAMPING: E 252 RESET 1981
 LY2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2278+STABILITY: SURFACE MOTION
 LY2278
 LY2278  HISTORY     - Date     Condition        Report By
 LY2278  HISTORY     - 1981     MONUMENTED       NGS
 LY2278
 LY2278                          STATION DESCRIPTION
 LY2278
 LY2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LY2278'IN PINE ISLAND.
 LY2278'0.1 MILE SOUTHEAST ALONG PINE ISLAND TURNPIKE FROM THE POST OFFICE
 LY2278'IN PINE ISLAND 183 FEET NORTHWEST OF THE CENTER OF SCHOOLHOUSE
 LY2278'ROAD, 84.5 FEET NORTH OF A POWERLINE POLE NUMBERED P1 16 3-3, 32
 LY2278'FEET NORTHWEST OF A DIRT ROAD LEADING NORTHEAST, 22.5 FEET NORTHEAST
 LY2278'OF THE CENTER OF PINE ISLAND TURNPIKE AND 2.3 FEET SOUTHEAST OF
 LY2278'THE CENTER OF THE CULVERT.
 LY2278'THE MARK IS 1.3 FT  NW FROM A WITNESS POST.
 LY2278'THE MARK IS 1.5 FT ABOVE TURNPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0475 ***********************************************************************
 LY0475  DESIGNATION -  E 253
 LY0475  PID         -  LY0475
 LY0475  STATE/COUNTY-  NY/ORANGE
 LY0475  USGS QUAD   -  SLOATSBURG (1955)
 LY0475
 LY0475                         *CURRENT SURVEY CONTROL
 LY0475  ___________________________________________________________________
 LY0475* NAD 83(1986)-  41 09 34.     (N)    074 12 38.     (W)     SCALED    
 LY0475* NAVD 88     -       140.865  (meters)     462.15   (feet)  ADJUSTED  
 LY0475  ___________________________________________________________________
 LY0475  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LY0475  DYNAMIC HT  -         140.808 (meters)     461.97  (feet)  COMP
 LY0475  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 LY0475
 LY0475  VERT ORDER  -  SECOND    CLASS 0
 LY0475
 LY0475.The horizontal coordinates were scaled from a topographic map and have
 LY0475.an estimated accuracy of +/- 6 seconds.
 LY0475
 LY0475.The orthometric height was determined by differential leveling
 LY0475.and adjusted by the National Geodetic Survey in June 1991..
 LY0475
 LY0475.The geoid height was determined by GEOID03.
 LY0475
 LY0475.The dynamic height is computed by dividing the NAVD 88
 LY0475.geopotential number by the normal gravity value computed on the
 LY0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0475.degrees latitude (g = 980.6199 gals.).
 LY0475
 LY0475.The modeled gravity was interpolated from observed gravity values.
 LY0475
 LY0475;                    North         East    Units  Estimated Accuracy
 LY0475;SPC NY E     -   258,290.      174,290.      MT  (+/- 180 meters Scaled)
 LY0475
 LY0475                          SUPERSEDED SURVEY CONTROL
 LY0475
 LY0475  NGVD 29 (??/??/92)  141.110  (m)          462.96   (f) ADJ UNCH    2 0
 LY0475
 LY0475.Superseded values are not recommended for survey control.
 LY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0475.See file dsdata.txt to determine how the superseded data were derived.
 LY0475
 LY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL662567(NAD 83)
 LY0475_MARKER: DB = BENCH MARK DISK
 LY0475_SETTING: 80 = SET IN A BOULDER
 LY0475_SP_SET: BOULDER
 LY0475_STAMPING: E 253 1942
 LY0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0475+STABILITY: SURFACE MOTION
 LY0475
 LY0475  HISTORY     - Date     Condition        Report By
 LY0475  HISTORY     - 1942     MONUMENTED       CGS
 LY0475  HISTORY     - 1985     GOOD             USPSQD
 LY0475
 LY0475                          STATION DESCRIPTION
 LY0475
 LY0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0475'1.3 MI W FROM SLOATSBURG.
 LY0475'IN ORANGE COUNTY, 1.3 MILES WEST ALONG THE EAGLE VALLEY ROAD
 LY0475'FROM THE POST OFFICE AT SLOATSBURG, ROCKLAND COUNTY, 20 FEET
 LY0475'NORTHEAST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LARGE
 LY0475'BOULDER PAINTED BM, 21 FEET SOUTHEAST OF A TRIANGULAR-BLAZED
 LY0475'14-INCH OAK TREE, 10 FEET WEST OF A TRIANGULAR-BLAZED 10-INCH
 LY0475'OAK TREE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 LY0475
 LY0475                          STATION RECOVERY (1985)
 LY0475
 LY0475'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0475'POST OFFICE HAS MOVED. NEW DESCRIPTION: IN ORANGE COUNTY, ABOUT 1.0
 LY0475'MILES WEST ALONG SLOATSBURG ROAD STARTING FROM U.S. HIGHWAY 17 IN
 LY0475'SLOATSBURG, ROCKLAND COUNTY, 20 FEET NORTHEAST OF THE CENTERLINE OF
 LY0475'THE ROAD, IN THE TOP OF A LARGE BOULDER, 6.5 FEET NORTH OF WHITE
 LY0475'WITNESS SIGN NAILED TO OAK TREE, AND ABOUT 3 FEET HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0209 ***********************************************************************
 LY0209  DESIGNATION -  E 254
 LY0209  PID         -  LY0209
 LY0209  STATE/COUNTY-  NY/ORANGE
 LY0209  USGS QUAD   -  PINE BUSH (1956)
 LY0209
 LY0209                         *CURRENT SURVEY CONTROL
 LY0209  ___________________________________________________________________
 LY0209* NAD 83(1986)-  41 34 11.     (N)    074 19 44.     (W)     SCALED    
 LY0209* NAVD 88     -       139.609  (meters)     458.03   (feet)  ADJUSTED  
 LY0209  ___________________________________________________________________
 LY0209  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0209  DYNAMIC HT  -         139.555 (meters)     457.86  (feet)  COMP
 LY0209  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 LY0209
 LY0209  VERT ORDER  -  SECOND    CLASS 0
 LY0209
 LY0209.The horizontal coordinates were scaled from a topographic map and have
 LY0209.an estimated accuracy of +/- 6 seconds.
 LY0209
 LY0209.The orthometric height was determined by differential leveling
 LY0209.and adjusted by the National Geodetic Survey in June 1991..
 LY0209
 LY0209.The geoid height was determined by GEOID03.
 LY0209
 LY0209.The dynamic height is computed by dividing the NAVD 88
 LY0209.geopotential number by the normal gravity value computed on the
 LY0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0209.degrees latitude (g = 980.6199 gals.).
 LY0209
 LY0209.The modeled gravity was interpolated from observed gravity values.
 LY0209
 LY0209;                    North         East    Units  Estimated Accuracy
 LY0209;SPC NY E     -   303,830.      164,270.      MT  (+/- 180 meters Scaled)
 LY0209
 LY0209                          SUPERSEDED SURVEY CONTROL
 LY0209
 LY0209  NGVD 29 (??/??/92)  139.833  (m)          458.77   (f) ADJ UNCH    2 0
 LY0209
 LY0209.Superseded values are not recommended for survey control.
 LY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0209.See file dsdata.txt to determine how the superseded data were derived.
 LY0209
 LY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM559022(NAD 83)
 LY0209_MARKER: DB = BENCH MARK DISK
 LY0209_SETTING: 66 = SET IN ROCK OUTCROP
 LY0209_SP_SET: ROCK LEDGE
 LY0209_STAMPING: E 254 1942
 LY0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0209+STABILITY: POSITION/ELEVATION WELL
 LY0209
 LY0209  HISTORY     - Date     Condition        Report By
 LY0209  HISTORY     - 1942     MONUMENTED       CGS
 LY0209
 LY0209                          STATION DESCRIPTION
 LY0209
 LY0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0209'AT THOMPSON RIDGE.
 LY0209'THIS MARK IS AT THOMPSON RIDGE, ORANGE COUNTY, ABOUT 540 FEET
 LY0209'NORTHEAST OF THE RAILROAD STATION, IN AN OUTCROPPING LEDGE OF
 LY0209'ROCK, SET HORIZONTALLY IN THE TOP OF A PROJECTING STONE, 10 FEET
 LY0209'SOUTHEAST OF THE TRACK AND IS A STANDARD DISK SET IN A DRILL
 LY0209'HOLE ABOUT 8 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0241 ***********************************************************************
 LY0241  DESIGNATION -  E 255
 LY0241  PID         -  LY0241
 LY0241  STATE/COUNTY-  NY/ULSTER
 LY0241  USGS QUAD   -  CLINTONDALE (1957)
 LY0241
 LY0241                         *CURRENT SURVEY CONTROL
 LY0241  ___________________________________________________________________
 LY0241* NAD 83(1986)-  41 43 39.     (N)    074 03 41.     (W)     SCALED    
 LY0241* NAVD 88     -       119.418  (meters)     391.79   (feet)  ADJUSTED  
 LY0241  ___________________________________________________________________
 LY0241  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LY0241  DYNAMIC HT  -         119.373 (meters)     391.64  (feet)  COMP
 LY0241  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 LY0241
 LY0241  VERT ORDER  -  SECOND    CLASS 0
 LY0241
 LY0241.The horizontal coordinates were scaled from a topographic map and have
 LY0241.an estimated accuracy of +/- 6 seconds.
 LY0241
 LY0241.The orthometric height was determined by differential leveling
 LY0241.and adjusted by the National Geodetic Survey in June 1991..
 LY0241
 LY0241.The geoid height was determined by GEOID03.
 LY0241
 LY0241.The dynamic height is computed by dividing the NAVD 88
 LY0241.geopotential number by the normal gravity value computed on the
 LY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0241.degrees latitude (g = 980.6199 gals.).
 LY0241
 LY0241.The modeled gravity was interpolated from observed gravity values.
 LY0241
 LY0241;                    North         East    Units  Estimated Accuracy
 LY0241;SPC NY E     -   321,430.      186,490.      MT  (+/- 180 meters Scaled)
 LY0241
 LY0241                          SUPERSEDED SURVEY CONTROL
 LY0241
 LY0241  NGVD 29 (??/??/92)  119.674  (m)          392.63   (f) ADJ UNCH    2 0
 LY0241
 LY0241.Superseded values are not recommended for survey control.
 LY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0241.See file dsdata.txt to determine how the superseded data were derived.
 LY0241
 LY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM780199(NAD 83)
 LY0241_MARKER: DB = BENCH MARK DISK
 LY0241_SETTING: 80 = SET IN A BOULDER
 LY0241_SP_SET: BOULDER
 LY0241_STAMPING: E 255 1942
 LY0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0241+STABILITY: SURFACE MOTION
 LY0241
 LY0241  HISTORY     - Date     Condition        Report By
 LY0241  HISTORY     - 1942     MONUMENTED       CGS
 LY0241  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0241
 LY0241                          STATION DESCRIPTION
 LY0241
 LY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0241'1 MI S FROM OHIOVILLE.
 LY0241'THIS MARK IS ALONG A TAR ROAD LEADING TO CLINTONDALE, ABOUT 1
 LY0241'MILE NORTH OF THE INTERSECTION WITH HIGHWAY 299 AT OHIOVILLE,
 LY0241'ULSTER COUNTY, AT THE NORTHEAST CORNER OF THE YARD AT A SMALL
 LY0241'1 1/2 STORY WHITE HOUSE, SOUTHWEST AND ACROSS THE ROAD FROM
 LY0241'THE SOUTHWEST CORNER OF AN APPLE ORCHARD, JUST SOUTH OF THE
 LY0241'DRIVEWAY, 2 1/2 FEET NORTH OF THE NORTH END OF A ROCK RETAINING
 LY0241'WALL AROUND THE YARD, SET IN THE TOP OF AN OUTCROPPING BOULDER
 LY0241'ABOUT 14 FEET WEST OF THE CENTER LINE OF THE ROAD, AND IS A
 LY0241'STANDARD DISK, SET IN A DRILL HOLE.
 LY0241
 LY0241                          STATION RECOVERY (1978)
 LY0241
 LY0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0241'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0173 ***********************************************************************
 LY0173  DESIGNATION -  E 256
 LY0173  PID         -  LY0173
 LY0173  STATE/COUNTY-  NY/ULSTER
 LY0173  USGS QUAD   -  NAPANOCH (1956)
 LY0173
 LY0173                         *CURRENT SURVEY CONTROL
 LY0173  ___________________________________________________________________
 LY0173* NAD 83(1986)-  41 38 36.     (N)    074 16 47.     (W)     SCALED    
 LY0173* NAVD 88     -       120.774  (meters)     396.24   (feet)  ADJUSTED  
 LY0173  ___________________________________________________________________
 LY0173  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LY0173  DYNAMIC HT  -         120.727 (meters)     396.09  (feet)  COMP
 LY0173  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 LY0173
 LY0173  VERT ORDER  -  SECOND    CLASS 0
 LY0173
 LY0173.The horizontal coordinates were scaled from a topographic map and have
 LY0173.an estimated accuracy of +/- 6 seconds.
 LY0173
 LY0173.The orthometric height was determined by differential leveling
 LY0173.and adjusted by the National Geodetic Survey in June 1991..
 LY0173
 LY0173.The geoid height was determined by GEOID03.
 LY0173
 LY0173.The dynamic height is computed by dividing the NAVD 88
 LY0173.geopotential number by the normal gravity value computed on the
 LY0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0173.degrees latitude (g = 980.6199 gals.).
 LY0173
 LY0173.The modeled gravity was interpolated from observed gravity values.
 LY0173
 LY0173;                    North         East    Units  Estimated Accuracy
 LY0173;SPC NY E     -   312,010.      168,350.      MT  (+/- 180 meters Scaled)
 LY0173
 LY0173                          SUPERSEDED SURVEY CONTROL
 LY0173
 LY0173  NGVD 29 (??/??/92)  121.005  (m)          397.00   (f) ADJ UNCH    2 0
 LY0173
 LY0173.Superseded values are not recommended for survey control.
 LY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0173.See file dsdata.txt to determine how the superseded data were derived.
 LY0173
 LY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM599104(NAD 83)
 LY0173_MARKER: DB = BENCH MARK DISK
 LY0173_SETTING: 80 = SET IN A BOULDER
 LY0173_SP_SET: BOULDER
 LY0173_STAMPING: E 256 1942
 LY0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0173+STABILITY: SURFACE MOTION
 LY0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0173+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 LY0173
 LY0173  HISTORY     - Date     Condition        Report By
 LY0173  HISTORY     - 1942     MONUMENTED       CGS
 LY0173  HISTORY     - 20030311 GOOD             INDIV
 LY0173
 LY0173                          STATION DESCRIPTION
 LY0173
 LY0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0173'1 MI SW FROM DWAARKILL.
 LY0173'THIS MARK IS ALONG A TAR ROAD ABOUT 1 MILE SOUTHWEST OF THE
 LY0173'JUNCTION AT DWAARKILL, ULSTER COUNTY, NEAR 3 SMALL SHACKS, 29
 LY0173'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET HIGHER
 LY0173'THAN THE ROAD LEVEL, SET IN THE TOP OF A BOULDER, ACROSS THE
 LY0173'HIGHWAY FROM POWERPOLE NUMBER 2553, 12 FEET NORTH OF A 10-INCH
 LY0173'MAPLE TREE AND IS A STANDARD DISK SET IN A DRILL HOLE.
 LY0173
 LY0173                          STATION RECOVERY (2003)
 LY0173
 LY0173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PC)
 LY0173'THE 3 SMALL SHACKS ARE GONE, POWER POLE IS NOT NUMBERED, MAPLE TREE IS
 LY0173'NOW ABOUT 24 INCHES.  THIS REPORT WAS SUBMITTED BY PAUL CROCKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0647 ***********************************************************************
 NA0647  DESIGNATION -  E 257
 NA0647  PID         -  NA0647
 NA0647  STATE/COUNTY-  NY/DELAWARE
 NA0647  USGS QUAD   -  MARGARETVILLE (1982)
 NA0647
 NA0647                         *CURRENT SURVEY CONTROL
 NA0647  ___________________________________________________________________
 NA0647* NAD 83(1986)-  42 12 05.     (N)    074 40 41.     (W)     SCALED    
 NA0647* NAVD 88     -       491.749  (meters)    1613.35   (feet)  ADJUSTED  
 NA0647  ___________________________________________________________________
 NA0647  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 NA0647  DYNAMIC HT  -         491.572 (meters)    1612.77  (feet)  COMP
 NA0647  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 NA0647
 NA0647  VERT ORDER  -  SECOND    CLASS 0
 NA0647
 NA0647.The horizontal coordinates were scaled from a topographic map and have
 NA0647.an estimated accuracy of +/- 6 seconds.
 NA0647
 NA0647.The orthometric height was determined by differential leveling
 NA0647.and adjusted by the National Geodetic Survey in June 1991..
 NA0647
 NA0647.The geoid height was determined by GEOID03.
 NA0647
 NA0647.The dynamic height is computed by dividing the NAVD 88
 NA0647.geopotential number by the normal gravity value computed on the
 NA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0647.degrees latitude (g = 980.6199 gals.).
 NA0647
 NA0647.The modeled gravity was interpolated from observed gravity values.
 NA0647
 NA0647;                    North         East    Units  Estimated Accuracy
 NA0647;SPC NY E     -   373,980.      135,300.      MT  (+/- 180 meters Scaled)
 NA0647
 NA0647                          SUPERSEDED SURVEY CONTROL
 NA0647
 NA0647  NGVD 29 (??/??/92)  491.918  (m)         1613.90   (f) ADJ UNCH    2 0
 NA0647
 NA0647.Superseded values are not recommended for survey control.
 NA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0647.See file dsdata.txt to determine how the superseded data were derived.
 NA0647
 NA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM265721(NAD 83)
 NA0647_MARKER: DB = BENCH MARK DISK
 NA0647_SETTING: 80 = SET IN A BOULDER
 NA0647_SP_SET: BOULDER
 NA0647_STAMPING: E-257 1942
 NA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0647+STABILITY: SURFACE MOTION
 NA0647
 NA0647  HISTORY     - Date     Condition        Report By
 NA0647  HISTORY     - 1942     MONUMENTED       CGS
 NA0647
 NA0647                          STATION DESCRIPTION
 NA0647
 NA0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0647'0.8 MI S FROM NEW KINGSTON.
 NA0647'0.8 MILE SOUTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT NEW
 NA0647'KINGSTON, SET IN TOP OF BOULDER, 38.9 FEET SOUTHEAST OF THE
 NA0647'CENTER-LINE OF THE ROAD, 42.2 FEET NORTHEAST OF THE CENTER-LINE OF
 NA0647'THE SOUTHEAST END OF A 4 FT. X 6 FT. CONCRETE CULVERT UNDER ROAD,
 NA0647'12.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, IN A THICKET OF SMALL
 NA0647'BUSHES, ABOUT 3 FEET ABOVE ROAD LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0603 ***********************************************************************
 NA0603  DESIGNATION -  E 258
 NA0603  PID         -  NA0603
 NA0603  STATE/COUNTY-  NY/DELAWARE
 NA0603  USGS QUAD   -  ANDES (1982)
 NA0603
 NA0603                         *CURRENT SURVEY CONTROL
 NA0603  ___________________________________________________________________
 NA0603* NAD 83(1986)-  42 14 56.     (N)    074 45 07.     (W)     SCALED    
 NA0603* NAVD 88     -       569.672  (meters)    1869.00   (feet)  ADJUSTED  
 NA0603  ___________________________________________________________________
 NA0603  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 NA0603  DYNAMIC HT  -         569.463 (meters)    1868.31  (feet)  COMP
 NA0603  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 NA0603
 NA0603  VERT ORDER  -  SECOND    CLASS 0
 NA0603
 NA0603.The horizontal coordinates were scaled from a topographic map and have
 NA0603.an estimated accuracy of +/- 6 seconds.
 NA0603
 NA0603.The orthometric height was determined by differential leveling
 NA0603.and adjusted by the National Geodetic Survey in June 1991..
 NA0603
 NA0603.The geoid height was determined by GEOID03.
 NA0603
 NA0603.The dynamic height is computed by dividing the NAVD 88
 NA0603.geopotential number by the normal gravity value computed on the
 NA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0603.degrees latitude (g = 980.6199 gals.).
 NA0603
 NA0603.The modeled gravity was interpolated from observed gravity values.
 NA0603
 NA0603;                    North         East    Units  Estimated Accuracy
 NA0603;SPC NY E     -   379,270.      129,210.      MT  (+/- 180 meters Scaled)
 NA0603
 NA0603                          SUPERSEDED SURVEY CONTROL
 NA0603
 NA0603  NGVD 29 (??/??/92)  569.836  (m)         1869.54   (f) ADJ UNCH    2 0
 NA0603
 NA0603.Superseded values are not recommended for survey control.
 NA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0603.See file dsdata.txt to determine how the superseded data were derived.
 NA0603
 NA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM204774(NAD 83)
 NA0603_MARKER: DB = BENCH MARK DISK
 NA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0603_STAMPING: E-258 1942
 NA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0603+STABILITY: SURFACE MOTION
 NA0603
 NA0603  HISTORY     - Date     Condition        Report By
 NA0603  HISTORY     - 1942     MONUMENTED       CGS
 NA0603
 NA0603                          STATION DESCRIPTION
 NA0603
 NA0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0603'2.0 MI SE FROM BOVINA CENTER.
 NA0603'2.0 MILES SOUTHEAST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA0603'BOVINA CENTER, 0.2 MILE NORTHWEST OF A LARGE 2-STORY WHITE FARM HOUSE
 NA0603'ON THE NORTHEAST SIDE OF ROAD, AT THE WEST CORNER OF A CULTIVATED
 NA0603'FIELD, 21 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD, 5 FEET
 NA0603'SOUTHWEST OF THE CORNER FENCE POST, 8.4 FEET EAST OF A 36-INCH OAK
 NA0603'TREE, 1 FOOT SOUTHWEST OF A STANDARD REFERENCE POST.  A STANDARD DISK
 NA0603'SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0379 ***********************************************************************
 NA0379  DESIGNATION -  E 259
 NA0379  PID         -  NA0379
 NA0379  STATE/COUNTY-  NY/GREENE
 NA0379  USGS QUAD   -  PRATTSVILLE (1945)
 NA0379
 NA0379                         *CURRENT SURVEY CONTROL
 NA0379  ___________________________________________________________________
 NA0379* NAD 83(1986)-  42 16 28.     (N)    074 24 24.     (W)     SCALED    
 NA0379* NAVD 88     -       379.932  (meters)    1246.49   (feet)  ADJUSTED  
 NA0379  ___________________________________________________________________
 NA0379  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 NA0379  DYNAMIC HT  -         379.800 (meters)    1246.06  (feet)  COMP
 NA0379  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 NA0379
 NA0379  VERT ORDER  -  SECOND    CLASS 0
 NA0379
 NA0379.The horizontal coordinates were scaled from a topographic map and have
 NA0379.an estimated accuracy of +/- 6 seconds.
 NA0379
 NA0379.The orthometric height was determined by differential leveling
 NA0379.and adjusted by the National Geodetic Survey in June 1991..
 NA0379
 NA0379.The geoid height was determined by GEOID03.
 NA0379
 NA0379.The dynamic height is computed by dividing the NAVD 88
 NA0379.geopotential number by the normal gravity value computed on the
 NA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0379.degrees latitude (g = 980.6199 gals.).
 NA0379
 NA0379.The modeled gravity was interpolated from observed gravity values.
 NA0379
 NA0379;                    North         East    Units  Estimated Accuracy
 NA0379;SPC NY E     -   382,090.      157,700.      MT  (+/- 180 meters Scaled)
 NA0379
 NA0379                          SUPERSEDED SURVEY CONTROL
 NA0379
 NA0379  NGVD 29 (??/??/92)  380.122  (m)         1247.12   (f) ADJ UNCH    2 0
 NA0379
 NA0379.Superseded values are not recommended for survey control.
 NA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0379.See file dsdata.txt to determine how the superseded data were derived.
 NA0379
 NA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM489804(NAD 83)
 NA0379_MARKER: DB = BENCH MARK DISK
 NA0379_SETTING: 80 = SET IN A BOULDER
 NA0379_SP_SET: BOULDER
 NA0379_STAMPING: E-259 1942
 NA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0379+STABILITY: SURFACE MOTION
 NA0379
 NA0379  HISTORY     - Date     Condition        Report By
 NA0379  HISTORY     - 1942     MONUMENTED       CGS
 NA0379
 NA0379                          STATION DESCRIPTION
 NA0379
 NA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0379'3.5 MI SE FROM PRATTSVILLE.
 NA0379'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 23 A FROM THE SCHOOL AT
 NA0379'PRATTSVILLE, SET IN THE TOP OF A BOULDER, 44 FEET SOUTHEAST OF THE
 NA0379'CENTER-LINE OF THE HIGHWAY, 37.5 FEET NORTH OF THE NORTH CORNER OF A
 NA0379'SMALL WHITE BUILDING, 17 FEET SOUTHEAST OF POLE NO. 100, 15.8 FEET
 NA0379'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, ON THE NORTHWEST SLOPE OF HILL,
 NA0379'ABOUT 1 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0926 ***********************************************************************
 LY0926  DESIGNATION -  E 260
 LY0926  PID         -  LY0926
 LY0926  STATE/COUNTY-  NY/SULLIVAN
 LY0926  USGS QUAD   -  LIVINGSTON MANOR (1982)
 LY0926
 LY0926                         *CURRENT SURVEY CONTROL
 LY0926  ___________________________________________________________________
 LY0926* NAD 83(1986)-  41 54 34.     (N)    074 45 15.     (W)     SCALED    
 LY0926* NAVD 88     -       485.699  (meters)    1593.50   (feet)  POSTED    
 LY0926  ___________________________________________________________________
 LY0926  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LY0926  DYNAMIC HT  -         485.510 (meters)    1592.88  (feet)  COMP
 LY0926  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 LY0926
 LY0926  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0926
 LY0926.The horizontal coordinates were scaled from a topographic map and have
 LY0926.an estimated accuracy of +/- 6 seconds.
 LY0926
 LY0926.The orthometric height was determined by differential leveling
 LY0926.and adjusted by the National Geodetic Survey in 1992..
 LY0926.No vertical observational check was made to the station.
 LY0926.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0926.was located on a no-check spur therefore a value was not computed.
 LY0926
 LY0926.The geoid height was determined by GEOID03.
 LY0926
 LY0926.The dynamic height is computed by dividing the NAVD 88
 LY0926.geopotential number by the normal gravity value computed on the
 LY0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0926.degrees latitude (g = 980.6199 gals.).
 LY0926
 LY0926.The modeled gravity was interpolated from observed gravity values.
 LY0926
 LY0926;                    North         East    Units  Estimated Accuracy
 LY0926;SPC NY E     -   341,570.      128,910.      MT  (+/- 180 meters Scaled)
 LY0926
 LY0926                          SUPERSEDED SURVEY CONTROL
 LY0926
 LY0926  NGVD 29 (??/??/92)  485.854  (m)         1594.01   (f) ADJ UNCH    2 0
 LY0926
 LY0926.Superseded values are not recommended for survey control.
 LY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0926.See file dsdata.txt to determine how the superseded data were derived.
 LY0926
 LY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM203397(NAD 83)
 LY0926_MARKER: DB = BENCH MARK DISK
 LY0926_SETTING: 80 = SET IN A BOULDER
 LY0926_SP_SET: BOULDER
 LY0926_STAMPING: E 260 1942
 LY0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0926+STABILITY: SURFACE MOTION
 LY0926
 LY0926  HISTORY     - Date     Condition        Report By
 LY0926  HISTORY     - 1942     MONUMENTED       CGS
 LY0926
 LY0926                          STATION DESCRIPTION
 LY0926
 LY0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0926'1.6 MI W FROM DEBRUCE.
 LY0926'1.6 MILES WEST ALONG A MACADAM ROAD FROM THE T-JUNCTION AT
 LY0926'DEBRUCE, SULLIVAN COUNTY, 500 FEET SOUTHWEST OF THE SOUTHWEST
 LY0926'CORNER OF A 2-STORY SHINGLED HOUSE, 125 FEET NORTHEAST OF POLE
 LY0926'5640, 50 FEET NORTH OF A WIRE FENCE, 67 FEET NORTH OF THE
 LY0926'CENTERLINE OF THE ROAD, IN THE TOP OF A BOULDER, AND 5 FEET
 LY0926'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 260 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0494 ***********************************************************************
 NA0494  DESIGNATION -  E 261
 NA0494  PID         -  NA0494
 NA0494  STATE/COUNTY-  NY/ULSTER
 NA0494  USGS QUAD   -  SHANDAKEN (1978)
 NA0494
 NA0494                         *CURRENT SURVEY CONTROL
 NA0494  ___________________________________________________________________
 NA0494* NAD 83(1986)-  42 01 59.     (N)    074 23 12.     (W)     SCALED    
 NA0494* NAVD 88     -       785.799  (meters)    2578.08   (feet)  ADJUSTED  
 NA0494  ___________________________________________________________________
 NA0494  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 NA0494  DYNAMIC HT  -         785.501 (meters)    2577.10  (feet)  COMP
 NA0494  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 NA0494
 NA0494  VERT ORDER  -  SECOND    CLASS 0
 NA0494
 NA0494.The horizontal coordinates were scaled from a topographic map and have
 NA0494.an estimated accuracy of +/- 6 seconds.
 NA0494
 NA0494.The orthometric height was determined by differential leveling
 NA0494.and adjusted by the National Geodetic Survey in June 1991..
 NA0494
 NA0494.The geoid height was determined by GEOID03.
 NA0494
 NA0494.The dynamic height is computed by dividing the NAVD 88
 NA0494.geopotential number by the normal gravity value computed on the
 NA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0494.degrees latitude (g = 980.6199 gals.).
 NA0494
 NA0494.The modeled gravity was interpolated from observed gravity values.
 NA0494
 NA0494;                    North         East    Units  Estimated Accuracy
 NA0494;SPC NY E     -   355,280.      159,380.      MT  (+/- 180 meters Scaled)
 NA0494
 NA0494                          SUPERSEDED SURVEY CONTROL
 NA0494
 NA0494  NGVD 29 (??/??/92)  785.977  (m)         2578.66   (f) ADJ UNCH    2 0
 NA0494
 NA0494.Superseded values are not recommended for survey control.
 NA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0494.See file dsdata.txt to determine how the superseded data were derived.
 NA0494
 NA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM507536(NAD 83)
 NA0494_MARKER: DB = BENCH MARK DISK
 NA0494_SETTING: 80 = SET IN A BOULDER
 NA0494_SP_SET: BOULDER
 NA0494_STAMPING: E 261 1942
 NA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0494+STABILITY: SURFACE MOTION
 NA0494
 NA0494  HISTORY     - Date     Condition        Report By
 NA0494  HISTORY     - 1942     MONUMENTED       CGS
 NA0494
 NA0494                          STATION DESCRIPTION
 NA0494
 NA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0494'6.8 MI NE FROM BRANCH.
 NA0494'6.8 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BRANCH,
 NA0494'ULSTER COUNTY, 2.0 MILES NORTHEAST ALONG THE WOODLAND VALLEY FOOT
 NA0494'TRAIL.  17 FEET WEST OF THE CENTERLINE OF THE TRAIL, 40.6 FEET
 NA0494'NORTHEAST OF A 46-INCH OAK TREE, 33 FEET SOUTHWEST ACROSS THE TRAIL
 NA0494'FROM A BLAZED BEECH TREE, 32.9 FEET SOUTH OF A 40-INCH OAK TREE, IN
 NA0494'THE TOP OF A BOULDER, AND 4 FEET HIGHER THAN THE TRAIL.  A STANDARD
 NA0494'DISK, STAMPED E 261 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0960 ***********************************************************************
 LY0960  DESIGNATION -  E 262
 LY0960  PID         -  LY0960
 LY0960  STATE/COUNTY-  NY/SULLIVAN
 LY0960  USGS QUAD   -  GRAHAMSVILLE (1982)
 LY0960
 LY0960                         *CURRENT SURVEY CONTROL
 LY0960  ___________________________________________________________________
 LY0960* NAD 83(1986)-  41 51 21.     (N)    074 35 58.     (W)     SCALED    
 LY0960* NAVD 88     -       413.161  (meters)    1355.51   (feet)  POSTED    
 LY0960  ___________________________________________________________________
 LY0960  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LY0960  DYNAMIC HT  -         413.000 (meters)    1354.98  (feet)  COMP
 LY0960  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LY0960
 LY0960  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0960
 LY0960.The horizontal coordinates were scaled from a topographic map and have
 LY0960.an estimated accuracy of +/- 6 seconds.
 LY0960
 LY0960.The orthometric height was determined by differential leveling
 LY0960.and adjusted by the National Geodetic Survey in 1992..
 LY0960.No vertical observational check was made to the station.
 LY0960.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0960.was located on a no-check spur therefore a value was not computed.
 LY0960
 LY0960.The geoid height was determined by GEOID03.
 LY0960
 LY0960.The dynamic height is computed by dividing the NAVD 88
 LY0960.geopotential number by the normal gravity value computed on the
 LY0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0960.degrees latitude (g = 980.6199 gals.).
 LY0960
 LY0960.The modeled gravity was interpolated from observed gravity values.
 LY0960
 LY0960;                    North         East    Units  Estimated Accuracy
 LY0960;SPC NY E     -   335,590.      141,740.      MT  (+/- 180 meters Scaled)
 LY0960
 LY0960                          SUPERSEDED SURVEY CONTROL
 LY0960
 LY0960  NGVD 29 (??/??/92)  413.332  (m)         1356.07   (f) ADJ UNCH    2 0
 LY0960
 LY0960.Superseded values are not recommended for survey control.
 LY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0960.See file dsdata.txt to determine how the superseded data were derived.
 LY0960
 LY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM332338(NAD 83)
 LY0960_MARKER: DB = BENCH MARK DISK
 LY0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0960_STAMPING: E 262 1942
 LY0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0960+STABILITY: SURFACE MOTION
 LY0960
 LY0960  HISTORY     - Date     Condition        Report By
 LY0960  HISTORY     - 1942     MONUMENTED       CGS
 LY0960
 LY0960                          STATION DESCRIPTION
 LY0960
 LY0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0960'1 MI W FROM CURRY.
 LY0960'1.0 MILE WEST ALONG STATE HIGHWAY 55 FROM THE T-JUNCTION OF A
 LY0960'MACADAM ROAD AT CURRY, SULLIVAN COUNTY, 98 FEET WEST OF THE
 LY0960'SOUTHWEST CORNER OF A 2-STORY WHITE HOUSE, 31.4 FEET NORTH OF
 LY0960'THE CENTERLINE OF THE HIGHWAY, 1.6 FEET EAST OF POLE 10399-K, 2
 LY0960'FEET FROM A WHITE WOODEN WITNESS POST, AND 4 FEET HIGHER THAN THE
 LY0960'HIGHWAY.  A STANDARD DISK, STAMPED E 262 1942 AND SET IN THE TOP
 LY0960'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0954 ***********************************************************************
 NA0954  DESIGNATION -  E 263
 NA0954  PID         -  NA0954
 NA0954  STATE/COUNTY-  NY/DELAWARE
 NA0954  USGS QUAD   -  SCHENEVUS (1994)
 NA0954
 NA0954                         *CURRENT SURVEY CONTROL
 NA0954  ___________________________________________________________________
 NA0954* NAD 83(1986)-  42 30 15.     (N)    074 46 55.     (W)     SCALED    
 NA0954* NAVD 88     -       410.441  (meters)    1346.59   (feet)  ADJUSTED  
 NA0954  ___________________________________________________________________
 NA0954  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 NA0954  DYNAMIC HT  -         410.289 (meters)    1346.09  (feet)  COMP
 NA0954  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 NA0954
 NA0954  VERT ORDER  -  SECOND    CLASS 0
 NA0954
 NA0954.The horizontal coordinates were scaled from a topographic map and have
 NA0954.an estimated accuracy of +/- 6 seconds.
 NA0954
 NA0954.The orthometric height was determined by differential leveling
 NA0954.and adjusted by the National Geodetic Survey in June 1991..
 NA0954
 NA0954.The geoid height was determined by GEOID03.
 NA0954
 NA0954.The dynamic height is computed by dividing the NAVD 88
 NA0954.geopotential number by the normal gravity value computed on the
 NA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0954.degrees latitude (g = 980.6199 gals.).
 NA0954
 NA0954.The modeled gravity was interpolated from observed gravity values.
 NA0954
 NA0954;                    North         East    Units  Estimated Accuracy
 NA0954;SPC NY E     -   407,640.      126,830.      MT  (+/- 180 meters Scaled)
 NA0954
 NA0954                          SUPERSEDED SURVEY CONTROL
 NA0954
 NA0954  NGVD 29 (??/??/92)  410.552  (m)         1346.95   (f) ADJ UNCH    2 0
 NA0954
 NA0954.Superseded values are not recommended for survey control.
 NA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0954.See file dsdata.txt to determine how the superseded data were derived.
 NA0954
 NA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN179057(NAD 83)
 NA0954_MARKER: DB = BENCH MARK DISK
 NA0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0954_SP_SET: BRIDGE ABUTMENT
 NA0954_STAMPING: E 263 1942
 NA0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0954
 NA0954  HISTORY     - Date     Condition        Report By
 NA0954  HISTORY     - 1942     MONUMENTED       CGS
 NA0954
 NA0954                          STATION DESCRIPTION
 NA0954
 NA0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0954'4.9 MI SE FROM SCHENEVUS.
 NA0954'0.1 MILE EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0954'AT SCHENEVUS, THENCE 1.5 MILES SOUTH ALONG A BLACK TOP ROAD, THENCE
 NA0954'3.2 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.1 MILE EAST ALONG A
 NA0954'BLACK TOP ROAD, AT SIMPSONVILLE, AT A CONCRETE BRIDGE. A STANDARD
 NA0954'DISK, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, AND AT
 NA0954'THE NORTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0516 ***********************************************************************
 NA0516  DESIGNATION -  E 264
 NA0516  PID         -  NA0516
 NA0516  STATE/COUNTY-  NY/SCHOHARIE
 NA0516  USGS QUAD   -  GILBOA (1980)
 NA0516
 NA0516                         *CURRENT SURVEY CONTROL
 NA0516  ___________________________________________________________________
 NA0516* NAD 83(1986)-  42 28 23.     (N)    074 29 10.     (W)     SCALED    
 NA0516* NAVD 88     -       359.048  (meters)    1177.98   (feet)  ADJUSTED  
 NA0516  ___________________________________________________________________
 NA0516  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 NA0516  DYNAMIC HT  -         358.927 (meters)    1177.58  (feet)  COMP
 NA0516  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 NA0516
 NA0516  VERT ORDER  -  SECOND    CLASS 0
 NA0516
 NA0516.The horizontal coordinates were scaled from a topographic map and have
 NA0516.an estimated accuracy of +/- 6 seconds.
 NA0516
 NA0516.The orthometric height was determined by differential leveling
 NA0516.and adjusted by the National Geodetic Survey in June 1991..
 NA0516
 NA0516.The geoid height was determined by GEOID03.
 NA0516
 NA0516.The dynamic height is computed by dividing the NAVD 88
 NA0516.geopotential number by the normal gravity value computed on the
 NA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0516.degrees latitude (g = 980.6199 gals.).
 NA0516
 NA0516.The modeled gravity was interpolated from observed gravity values.
 NA0516
 NA0516;                    North         East    Units  Estimated Accuracy
 NA0516;SPC NY E     -   404,140.      151,140.      MT  (+/- 180 meters Scaled)
 NA0516
 NA0516                          SUPERSEDED SURVEY CONTROL
 NA0516
 NA0516  NGVD 29 (??/??/92)  359.189  (m)         1178.44   (f) ADJ UNCH    2 0
 NA0516
 NA0516.Superseded values are not recommended for survey control.
 NA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0516.See file dsdata.txt to determine how the superseded data were derived.
 NA0516
 NA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN422024(NAD 83)
 NA0516_MARKER: DB = BENCH MARK DISK
 NA0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0516_SP_SET: BRIDGE ABUTMENT
 NA0516_STAMPING: E 264 1942
 NA0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0516
 NA0516  HISTORY     - Date     Condition        Report By
 NA0516  HISTORY     - 1942     MONUMENTED       CGS
 NA0516
 NA0516                          STATION DESCRIPTION
 NA0516
 NA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0516'2.5 MI W FROM NORTH BLENHEIM.
 NA0516'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 30 FROM THE STEEL BRIDGE
 NA0516'OVER SCHOHARIE CREEK AT NORTH BLENHEIM, THENCE 1.2 MILES WEST ALONG A
 NA0516'BLACK TOP ROAD, AT SCHOHARIE COUNTY CONCRETE BRIDGE NO. 1.  A
 NA0516'STANDARD DISK, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 NA0516'AND 12.8 FEET NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0116 ***********************************************************************
 NA0116  DESIGNATION -  E 265
 NA0116  PID         -  NA0116
 NA0116  STATE/COUNTY-  NY/SCHOHARIE
 NA0116  USGS QUAD   -  BREAKABEEN (1994)
 NA0116
 NA0116                         *CURRENT SURVEY CONTROL
 NA0116  ___________________________________________________________________
 NA0116* NAD 83(1986)-  42 36 10.     (N)    074 29 52.     (W)     SCALED    
 NA0116* NAVD 88     -       482.526  (meters)    1583.09   (feet)  ADJUSTED  
 NA0116  ___________________________________________________________________
 NA0116  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NA0116  DYNAMIC HT  -         482.355 (meters)    1582.53  (feet)  COMP
 NA0116  MODELED GRAV-     980,250.0   (mgal)                       NAVD 88
 NA0116
 NA0116  VERT ORDER  -  SECOND    CLASS 0
 NA0116
 NA0116.The horizontal coordinates were scaled from a topographic map and have
 NA0116.an estimated accuracy of +/- 6 seconds.
 NA0116
 NA0116.The orthometric height was determined by differential leveling
 NA0116.and adjusted by the National Geodetic Survey in June 1991..
 NA0116
 NA0116.The geoid height was determined by GEOID03.
 NA0116
 NA0116.The dynamic height is computed by dividing the NAVD 88
 NA0116.geopotential number by the normal gravity value computed on the
 NA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0116.degrees latitude (g = 980.6199 gals.).
 NA0116
 NA0116.The modeled gravity was interpolated from observed gravity values.
 NA0116
 NA0116;                    North         East    Units  Estimated Accuracy
 NA0116;SPC NY E     -   418,550.      150,180.      MT  (+/- 180 meters Scaled)
 NA0116
 NA0116                          SUPERSEDED SURVEY CONTROL
 NA0116
 NA0116  NGVD 29 (??/??/92)  482.644  (m)         1583.47   (f) ADJ UNCH    2 0
 NA0116
 NA0116.Superseded values are not recommended for survey control.
 NA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0116.See file dsdata.txt to determine how the superseded data were derived.
 NA0116
 NA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN411168(NAD 83)
 NA0116_MARKER: DB = BENCH MARK DISK
 NA0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0116_STAMPING: E 265 1942
 NA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0116+STABILITY: SURFACE MOTION
 NA0116
 NA0116  HISTORY     - Date     Condition        Report By
 NA0116  HISTORY     - 1942     MONUMENTED       CGS
 NA0116
 NA0116                          STATION DESCRIPTION
 NA0116
 NA0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0116'3.8 MI NW FROM WEST FULTON.
 NA0116'2.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT WEST
 NA0116'FULTON, THENCE 1.4 MILES NORTHWEST ALONG A DIRT ROAD, IN THE EDGE OF
 NA0116'THE WOODS AT THE NORTH CORNER OF A PASTURE, 36 FEET SOUTHWEST OF THE
 NA0116'CENTER LINE OF THE ROAD, 35.7 FEET WEST OF THE SOUTHWEST END OF A
 NA0116'SMALL WOODEN BRIDGE, 12 FEET SOUTHWEST OF A 12-INCH MAPLE TREE USED
 NA0116'AS THE PASTURE FENCE CORNER, 1 1/2 FEET NORTHEAST OF A STANDARD
 NA0116'REFERENCE POST, AND AT THE SOUTHEAST END OF OLD DITCH.  A STANDARD
 NA0116'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0330 ***********************************************************************
 NA0330  DESIGNATION -  E 266
 NA0330  PID         -  NA0330
 NA0330  STATE/COUNTY-  NY/GREENE
 NA0330  USGS QUAD   -  ASHLAND (1980)
 NA0330
 NA0330                         *CURRENT SURVEY CONTROL
 NA0330  ___________________________________________________________________
 NA0330* NAD 83(1986)-  42 21 05.     (N)    074 18 01.     (W)     SCALED    
 NA0330* NAVD 88     -       680.165  (meters)    2231.51   (feet)  ADJUSTED  
 NA0330  ___________________________________________________________________
 NA0330  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 NA0330  DYNAMIC HT  -         679.919 (meters)    2230.70  (feet)  COMP
 NA0330  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 NA0330
 NA0330  VERT ORDER  -  SECOND    CLASS 0
 NA0330
 NA0330.The horizontal coordinates were scaled from a topographic map and have
 NA0330.an estimated accuracy of +/- 6 seconds.
 NA0330
 NA0330.The orthometric height was determined by differential leveling
 NA0330.and adjusted by the National Geodetic Survey in June 1991..
 NA0330
 NA0330.The geoid height was determined by GEOID03.
 NA0330
 NA0330.The dynamic height is computed by dividing the NAVD 88
 NA0330.geopotential number by the normal gravity value computed on the
 NA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0330.degrees latitude (g = 980.6199 gals.).
 NA0330
 NA0330.The modeled gravity was interpolated from observed gravity values.
 NA0330
 NA0330;                    North         East    Units  Estimated Accuracy
 NA0330;SPC NY E     -   390,650.      166,450.      MT  (+/- 180 meters Scaled)
 NA0330
 NA0330                          SUPERSEDED SURVEY CONTROL
 NA0330
 NA0330  NGVD 29 (??/??/92)  680.336  (m)         2232.07   (f) ADJ UNCH    2 0
 NA0330
 NA0330.Superseded values are not recommended for survey control.
 NA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0330.See file dsdata.txt to determine how the superseded data were derived.
 NA0330
 NA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM576890(NAD 83)
 NA0330_MARKER: DB = BENCH MARK DISK
 NA0330_SETTING: 66 = SET IN ROCK OUTCROP
 NA0330_SP_SET: ROCK OUTCROP
 NA0330_STAMPING: E-266 1942
 NA0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA0330+STABILITY: POSITION/ELEVATION WELL
 NA0330
 NA0330  HISTORY     - Date     Condition        Report By
 NA0330  HISTORY     - 1942     MONUMENTED       CGS
 NA0330
 NA0330                          STATION DESCRIPTION
 NA0330
 NA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0330'6.4 MI NW FROM WINDHAM.
 NA0330'ABOUT 2.1 MILES NORTHWEST ALONG HIGHWAY NO. 23 FROM THE POST OFFICE
 NA0330'AT WINDHAM, THENCE ABOUT 3.2 MILES NORTH ALONG THE NORTH SETTLEMENT
 NA0330'ROAD, THENCE ABOUT 1.1 NORTHEAST ALONG A DIRT MOUNTAIN ROAD, 400 FEET
 NA0330'SOUTHEAST OF A LARGE OLD BARN SETTING ON A HILL, 54 FEET SOUTH OF A
 NA0330'FENCE CORNER, 33 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, A
 NA0330'DISK SET IN A FLAT ROCK OUTCROP IN A PASTURE, ABOUT 3 FEET ABOVE THE
 NA0330'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0730 ***********************************************************************
 MZ0730  DESIGNATION -  E 267
 MZ0730  PID         -  MZ0730
 MZ0730  STATE/COUNTY-  NY/GREENE
 MZ0730  USGS QUAD   -  ALCOVE (1980)
 MZ0730
 MZ0730                         *CURRENT SURVEY CONTROL
 MZ0730  ___________________________________________________________________
 MZ0730* NAD 83(1986)-  42 24 42.     (N)    073 56 11.     (W)     SCALED    
 MZ0730* NAVD 88     -       186.621  (meters)     612.27   (feet)  ADJUSTED  
 MZ0730  ___________________________________________________________________
 MZ0730  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 MZ0730  DYNAMIC HT  -         186.560 (meters)     612.07  (feet)  COMP
 MZ0730  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 MZ0730
 MZ0730  VERT ORDER  -  SECOND    CLASS 0
 MZ0730
 MZ0730.The horizontal coordinates were scaled from a topographic map and have
 MZ0730.an estimated accuracy of +/- 6 seconds.
 MZ0730
 MZ0730.The orthometric height was determined by differential leveling
 MZ0730.and adjusted by the National Geodetic Survey in June 1991..
 MZ0730
 MZ0730.The geoid height was determined by GEOID03.
 MZ0730
 MZ0730.The dynamic height is computed by dividing the NAVD 88
 MZ0730.geopotential number by the normal gravity value computed on the
 MZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0730.degrees latitude (g = 980.6199 gals.).
 MZ0730
 MZ0730.The modeled gravity was interpolated from observed gravity values.
 MZ0730
 MZ0730;                    North         East    Units  Estimated Accuracy
 MZ0730;SPC NY E     -   397,480.      196,390.      MT  (+/- 180 meters Scaled)
 MZ0730
 MZ0730                          SUPERSEDED SURVEY CONTROL
 MZ0730
 MZ0730  NGVD 29 (??/??/92)  186.841  (m)          612.99   (f) ADJ UNCH    2 0
 MZ0730
 MZ0730.Superseded values are not recommended for survey control.
 MZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0730.See file dsdata.txt to determine how the superseded data were derived.
 MZ0730
 MZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM875960(NAD 83)
 MZ0730_MARKER: DB = BENCH MARK DISK
 MZ0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0730_SP_SET: BRIDGE
 MZ0730_STAMPING: E 267 1942
 MZ0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0730
 MZ0730  HISTORY     - Date     Condition        Report By
 MZ0730  HISTORY     - 1942     MONUMENTED       CGS
 MZ0730
 MZ0730                          STATION DESCRIPTION
 MZ0730
 MZ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0730'2.9 MI W FROM MEDWAY.
 MZ0730'ABOUT 2.9 MILES WEST ALONG A SURFACED ROAD FROM MEDWAY, ABOUT 0.1 MILE
 MZ0730'WEST OF GRAPEVILLE, 300 FEET WEST OF A FRAME CHURCH, A U.S.C. AND G.S.
 MZ0730'DISK SET IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE BRIDGE
 MZ0730'OVER GRAPEVILLE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0272 ***********************************************************************
 NA0272  DESIGNATION -  E 268
 NA0272  PID         -  NA0272
 NA0272  STATE/COUNTY-  NY/SCHOHARIE
 NA0272  USGS QUAD   -  LIVINGSTONVILLE (1980)
 NA0272
 NA0272                         *CURRENT SURVEY CONTROL
 NA0272  ___________________________________________________________________
 NA0272* NAD 83(1986)-  42 28 32.     (N)    074 20 55.     (W)     SCALED    
 NA0272* NAVD 88     -       509.877  (meters)    1672.82   (feet)  ADJUSTED  
 NA0272  ___________________________________________________________________
 NA0272  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 NA0272  DYNAMIC HT  -         509.688 (meters)    1672.20  (feet)  COMP
 NA0272  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 NA0272
 NA0272  VERT ORDER  -  SECOND    CLASS 0
 NA0272
 NA0272.The horizontal coordinates were scaled from a topographic map and have
 NA0272.an estimated accuracy of +/- 6 seconds.
 NA0272
 NA0272.The orthometric height was determined by differential leveling
 NA0272.and adjusted by the National Geodetic Survey in June 1991..
 NA0272
 NA0272.The geoid height was determined by GEOID03.
 NA0272
 NA0272.The dynamic height is computed by dividing the NAVD 88
 NA0272.geopotential number by the normal gravity value computed on the
 NA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0272.degrees latitude (g = 980.6199 gals.).
 NA0272
 NA0272.The modeled gravity was interpolated from observed gravity values.
 NA0272
 NA0272;                    North         East    Units  Estimated Accuracy
 NA0272;SPC NY E     -   404,430.      162,450.      MT  (+/- 180 meters Scaled)
 NA0272
 NA0272                          SUPERSEDED SURVEY CONTROL
 NA0272
 NA0272  NGVD 29 (??/??/92)  510.011  (m)         1673.26   (f) ADJ UNCH    2 0
 NA0272
 NA0272.Superseded values are not recommended for survey control.
 NA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0272.See file dsdata.txt to determine how the superseded data were derived.
 NA0272
 NA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN535027(NAD 83)
 NA0272_MARKER: DB = BENCH MARK DISK
 NA0272_SETTING: 80 = SET IN A BOULDER
 NA0272_SP_SET: BOULDER
 NA0272_STAMPING: E 268 1942
 NA0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0272+STABILITY: SURFACE MOTION
 NA0272
 NA0272  HISTORY     - Date     Condition        Report By
 NA0272  HISTORY     - 1942     MONUMENTED       CGS
 NA0272
 NA0272                          STATION DESCRIPTION
 NA0272
 NA0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0272'5.0 MI W FROM LIVINGSTONVILLE.
 NA0272'ABOUT 5.0 MILES WEST ALONG A SURFACED ROAD FROM THE METHODIST CHURCH
 NA0272'AT LIVINGSTONVILLE, AT THE JUNCTION WITH A DIRT ROAD RUNNING NORTH,
 NA0272'0.5 MILE WEST OF THE FERRIS CAMP, 24 FEET WEST OF THE CENTER LINE
 NA0272'OF THE JUNCTION, 22 FEET NORTH OF A 14-INCH MAPLE TREE WITH A
 NA0272'TRIANGLE BLAZE, 5 FEET SOUTHWEST, OF A 6-INCH MAPLE TREE WITH A
 NA0272'TRIANGLE BLAZE, A U.S.C. AND G.S. DISK SET IN THE TOP OF A LARGE
 NA0272'BOULDER 1.0 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0901 ***********************************************************************
 LY0901  DESIGNATION -  E 269
 LY0901  PID         -  LY0901
 LY0901  STATE/COUNTY-  NY/DELAWARE
 LY0901  USGS QUAD   -  ROSCOE (1982)
 LY0901
 LY0901                         *CURRENT SURVEY CONTROL
 LY0901  ___________________________________________________________________
 LY0901* NAD 83(1986)-  41 57 59.     (N)    074 53 25.     (W)     SCALED    
 LY0901* NAVD 88     -       417.125  (meters)    1368.52   (feet)  POSTED    
 LY0901  ___________________________________________________________________
 LY0901  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LY0901  DYNAMIC HT  -         416.970 (meters)    1368.01  (feet)  COMP
 LY0901  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 LY0901
 LY0901  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LY0901
 LY0901.The horizontal coordinates were scaled from a topographic map and have
 LY0901.an estimated accuracy of +/- 6 seconds.
 LY0901
 LY0901.The orthometric height was determined by differential leveling
 LY0901.and adjusted by the National Geodetic Survey in 1992..
 LY0901.No vertical observational check was made to the station.
 LY0901.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LY0901.was located on a no-check spur therefore a value was not computed.
 LY0901
 LY0901.The geoid height was determined by GEOID03.
 LY0901
 LY0901.The dynamic height is computed by dividing the NAVD 88
 LY0901.geopotential number by the normal gravity value computed on the
 LY0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0901.degrees latitude (g = 980.6199 gals.).
 LY0901
 LY0901.The modeled gravity was interpolated from observed gravity values.
 LY0901
 LY0901;                    North         East    Units  Estimated Accuracy
 LY0901;SPC NY E     -   347,940.      117,650.      MT  (+/- 180 meters Scaled)
 LY0901
 LY0901                          SUPERSEDED SURVEY CONTROL
 LY0901
 LY0901  NGVD 29 (??/??/92)  417.283  (m)         1369.04   (f) ADJ UNCH    2 0
 LY0901
 LY0901.Superseded values are not recommended for survey control.
 LY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0901.See file dsdata.txt to determine how the superseded data were derived.
 LY0901
 LY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM090460(NAD 83)
 LY0901_MARKER: DB = BENCH MARK DISK
 LY0901_SETTING: 80 = SET IN A BOULDER
 LY0901_SP_SET: BOULDER
 LY0901_STAMPING: E 269 1942
 LY0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0901+STABILITY: SURFACE MOTION
 LY0901
 LY0901  HISTORY     - Date     Condition        Report By
 LY0901  HISTORY     - 1942     MONUMENTED       CGS
 LY0901
 LY0901                          STATION DESCRIPTION
 LY0901
 LY0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0901'3.1 MI NE FROM ROSCOE.
 LY0901'IN DELAWARE COUNTY, 3.1 MILES NORTHEAST ALONG MACADAM AND DIRT
 LY0901'ROADS FROM THE JUNCTION OF STATE HIGHWAY 17 AT ROSCOE, SULLIVAN
 LY0901'COUNTY, 20.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-STORY
 LY0901'HOUSE, 29 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD,
 LY0901'31 FEET EAST OF AN 18-INCH HEMLOCK TREE, 16.4 FEET NORTHEAST OF
 LY0901'ANOTHER HEMLOCK TREE, IN THE TOP OF A BOULDER, AND 5 FEET HIGHER
 LY0901'THAN THE ROAD.  A STANDARD DISK, STAMPED E 269 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0322 ***********************************************************************
 OD0322  DESIGNATION -  E 27
 OD0322  PID         -  OD0322
 OD0322  STATE/COUNTY-  NY/WASHINGTON
 OD0322  USGS QUAD   -  WHITEHALL (1950)
 OD0322
 OD0322                         *CURRENT SURVEY CONTROL
 OD0322  ___________________________________________________________________
 OD0322* NAD 83(1986)-  43 34 12.     (N)    073 24 22.     (W)     SCALED    
 OD0322* NAVD 88     -        33.206  (meters)     108.94   (feet)  ADJUSTED  
 OD0322  ___________________________________________________________________
 OD0322  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 OD0322  DYNAMIC HT  -          33.199 (meters)     108.92  (feet)  COMP
 OD0322  MODELED GRAV-     980,425.9   (mgal)                       NAVD 88
 OD0322
 OD0322  VERT ORDER  -  FIRST     CLASS I
 OD0322
 OD0322.The horizontal coordinates were scaled from a topographic map and have
 OD0322.an estimated accuracy of +/- 6 seconds.
 OD0322
 OD0322.The orthometric height was determined by differential leveling
 OD0322.and adjusted by the National Geodetic Survey in June 1991..
 OD0322
 OD0322.The geoid height was determined by GEOID03.
 OD0322
 OD0322.The dynamic height is computed by dividing the NAVD 88
 OD0322.geopotential number by the normal gravity value computed on the
 OD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0322.degrees latitude (g = 980.6199 gals.).
 OD0322
 OD0322.The modeled gravity was interpolated from observed gravity values.
 OD0322
 OD0322;                    North         East    Units  Estimated Accuracy
 OD0322;SPC NY E     -   526,570.      238,360.      MT  (+/- 180 meters Scaled)
 OD0322
 OD0322                          SUPERSEDED SURVEY CONTROL
 OD0322
 OD0322.No superseded survey control is available for this station.
 OD0322
 OD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP287253(NAD 83)
 OD0322_MARKER: Q = CHISELED SQUARE
 OD0322_SETTING: 66 = SET IN ROCK OUTCROP
 OD0322_SP_SET: ROCK CUT
 OD0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0322+STABILITY: POSITION/ELEVATION WELL
 OD0322
 OD0322  HISTORY     - Date     Condition        Report By
 OD0322  HISTORY     - UNK      MONUMENTED       CGS
 OD0322  HISTORY     - 1973     GOOD             NGS
 OD0322
 OD0322                          STATION DESCRIPTION
 OD0322
 OD0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0322'1.50 MI N FROM WHITEHALL.
 OD0322'ABOUT 1.50 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 OD0322'OVERPASS OF U.S. HIGHWAY 4 AT WHITEHALL, AN OUTLINED SQUARE ON THE TOP
 OD0322'OF A TRIANGULAR PROJECTION OF ROCK AT THE BOTTOM OF A DEEP THRU ROCK
 OD0322'CUT, ABOUT 0.10 MILE NORTH OF THE CROSSING OF RAILROAD AVENUE, 265
 OD0322'FEET NORTH AND ACROSS THE TRACK FROM MILEPOST A 79-RP112, ABOUT 158
 OD0322'FEET NORTH OF THE SOUTH END OF THE CUT, 9 FEET EAST OF THE EAST RAIL,
 OD0322'2.5 FEET BELOW THE LETTERS USBM FAINTLY CUT IN THE NORTHWEST FACE OF
 OD0322'THE ROCK, 1 FOOT ABOVE THE GROUND AND 0.5 FOOT BELOW LEVEL OF THE
 OD0322'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0746 ***********************************************************************
 NA0746  DESIGNATION -  E 270
 NA0746  PID         -  NA0746
 NA0746  STATE/COUNTY-  NY/DELAWARE
 NA0746  USGS QUAD   -  ARENA (1982)
 NA0746
 NA0746                         *CURRENT SURVEY CONTROL
 NA0746  ___________________________________________________________________
 NA0746* NAD 83(1986)-  42 05 32.     (N)    074 42 00.     (W)     SCALED    
 NA0746* NAVD 88     -       440.677  (meters)    1445.79   (feet)  ADJUSTED  
 NA0746  ___________________________________________________________________
 NA0746  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 NA0746  DYNAMIC HT  -         440.518 (meters)    1445.27  (feet)  COMP
 NA0746  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 NA0746
 NA0746  VERT ORDER  -  SECOND    CLASS 0
 NA0746
 NA0746.The horizontal coordinates were scaled from a topographic map and have
 NA0746.an estimated accuracy of +/- 6 seconds.
 NA0746
 NA0746.The orthometric height was determined by differential leveling
 NA0746.and adjusted by the National Geodetic Survey in June 1991..
 NA0746
 NA0746.The geoid height was determined by GEOID03.
 NA0746
 NA0746.The dynamic height is computed by dividing the NAVD 88
 NA0746.geopotential number by the normal gravity value computed on the
 NA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0746.degrees latitude (g = 980.6199 gals.).
 NA0746
 NA0746.The modeled gravity was interpolated from observed gravity values.
 NA0746
 NA0746;                    North         East    Units  Estimated Accuracy
 NA0746;SPC NY E     -   361,860.      133,460.      MT  (+/- 180 meters Scaled)
 NA0746
 NA0746                          SUPERSEDED SURVEY CONTROL
 NA0746
 NA0746  NGVD 29 (??/??/92)  440.852  (m)         1446.36   (f) ADJ UNCH    2 0
 NA0746
 NA0746.Superseded values are not recommended for survey control.
 NA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0746.See file dsdata.txt to determine how the superseded data were derived.
 NA0746
 NA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM248600(NAD 83)
 NA0746_MARKER: DB = BENCH MARK DISK
 NA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0746_STAMPING: E 270 1942
 NA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0746+STABILITY: SURFACE MOTION
 NA0746
 NA0746  HISTORY     - Date     Condition        Report By
 NA0746  HISTORY     - 1942     MONUMENTED       CGS
 NA0746
 NA0746                          STATION DESCRIPTION
 NA0746
 NA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0746'1.7 MI SE FROM ARENA.
 NA0746'1.7 MILES SOUTHEAST ALONG A MACADAM ROAD FROM THE DELAWARE AND
 NA0746'NORTHERN RAILROAD STATION AT ARENA, DELAWARE COUNTY, 1.0 MILE
 NA0746'SOUTHEAST ALONG A MACADAM ROAD AND DIRT ROAD LEADING TO BELLE AYR.
 NA0746'300 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YELLOW 2-STORY HOUSE,
 NA0746'65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ROCK BRIDGE, 48 FEET
 NA0746'SOUTH OF THE CENTERLINE OF THE ROAD, 76 FEET EAST OF THE CENTERLINE
 NA0746'OF A DRIVEWAY, AND 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 NA0746'STAMPED E 270 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0100 ***********************************************************************
 LY0100  DESIGNATION -  E 272
 LY0100  PID         -  LY0100
 LY0100  STATE/COUNTY-  NY/ULSTER
 LY0100  USGS QUAD   -  KERHONKSON (1978)
 LY0100
 LY0100                         *CURRENT SURVEY CONTROL
 LY0100  ___________________________________________________________________
 LY0100* NAD 83(1986)-  41 48 45.     (N)    074 15 14.     (W)     SCALED    
 LY0100* NAVD 88     -       121.568  (meters)     398.84   (feet)  ADJUSTED  
 LY0100  ___________________________________________________________________
 LY0100  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LY0100  DYNAMIC HT  -         121.523 (meters)     398.70  (feet)  COMP
 LY0100  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 LY0100
 LY0100  VERT ORDER  -  SECOND    CLASS 0
 LY0100
 LY0100.The horizontal coordinates were scaled from a topographic map and have
 LY0100.an estimated accuracy of +/- 6 seconds.
 LY0100
 LY0100.The orthometric height was determined by differential leveling
 LY0100.and adjusted by the National Geodetic Survey in June 1991..
 LY0100
 LY0100.The geoid height was determined by GEOID03.
 LY0100
 LY0100.The dynamic height is computed by dividing the NAVD 88
 LY0100.geopotential number by the normal gravity value computed on the
 LY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0100.degrees latitude (g = 980.6199 gals.).
 LY0100
 LY0100.The modeled gravity was interpolated from observed gravity values.
 LY0100
 LY0100;                    North         East    Units  Estimated Accuracy
 LY0100;SPC NY E     -   330,810.      170,450.      MT  (+/- 180 meters Scaled)
 LY0100
 LY0100                          SUPERSEDED SURVEY CONTROL
 LY0100
 LY0100  NGVD 29 (??/??/92)  121.784  (m)          399.55   (f) ADJ UNCH    2 0
 LY0100
 LY0100.Superseded values are not recommended for survey control.
 LY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0100.See file dsdata.txt to determine how the superseded data were derived.
 LY0100
 LY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM619292(NAD 83)
 LY0100_MARKER: DB = BENCH MARK DISK
 LY0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0100_STAMPING: E 272 1942
 LY0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0100+STABILITY: SURFACE MOTION
 LY0100
 LY0100  HISTORY     - Date     Condition        Report By
 LY0100  HISTORY     - 1942     MONUMENTED       CGS
 LY0100  HISTORY     - 1984     GOOD             USPSQD
 LY0100  HISTORY     - 1987     GOOD             USPSQD
 LY0100  HISTORY     - 1989     GOOD             USPSQD
 LY0100  HISTORY     - 19970330 GOOD             USPSQD
 LY0100
 LY0100                          STATION DESCRIPTION
 LY0100
 LY0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0100'AT METTACAHONTS.
 LY0100'AT METTACAHONTS, ULSTER COUNTY, 14 FEET NORTH OF THE EAST CORNER
 LY0100'OF A 2-STORY HOUSE AND GENERAL STORE, 41 FEET SOUTH OF POLE
 LY0100'NYT-67-N, 20.1 FEET EAST OF AN APPLE TREE, 16.7 FEET WEST OF THE
 LY0100'CENTERLINE OF A MACADAM ROAD, AND LEVEL WITH THE ROAD.  A
 LY0100'STANDARD DISK, STAMPED E 272 1942 AND SET IN THE TOP OF A
 LY0100'CONCRETE POST.
 LY0100
 LY0100                          STATION RECOVERY (1984)
 LY0100
 LY0100'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0100'AT METTACHAHONTS 14 FEET NORTH OF EAST CORNER OF 2 STORY HOUSE AND
 LY0100'GENERAL STORE. 41 FEET SOUTH OF POLE NYT 67 N. 16.7 FEET WEST OF
 LY0100'CENTERLINE MACADAM ROAD. LEVEL WITH ROAD. 2 FEET SOUTH OF WHITE STEEL
 LY0100'WITNESS POST. A STANDARD DISK STAMPED E 272 1942 SET IN TOP OF
 LY0100'CONCRETE POST.
 LY0100
 LY0100                          STATION RECOVERY (1987)
 LY0100
 LY0100'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 LY0100'RECOVERED IN GOOD CONDITION.
 LY0100
 LY0100                          STATION RECOVERY (1989)
 LY0100
 LY0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBS)
 LY0100'RECOVERED IN GOOD CONDITION.
 LY0100
 LY0100                          STATION RECOVERY (1997)
 LY0100
 LY0100'RECOVERY NOTE BY US POWER SQUADRON 1997
 LY0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1065 ***********************************************************************
 MZ1065  DESIGNATION -  E 273
 MZ1065  PID         -  MZ1065
 MZ1065  STATE/COUNTY-  NY/ALBANY
 MZ1065  USGS QUAD   -  DELMAR (1980)
 MZ1065
 MZ1065                         *CURRENT SURVEY CONTROL
 MZ1065  ___________________________________________________________________
 MZ1065* NAD 83(1986)-  42 32 23.     (N)    073 49 12.     (W)     SCALED    
 MZ1065* NAVD 88     -        49.735  (meters)     163.17   (feet)  ADJUSTED  
 MZ1065  ___________________________________________________________________
 MZ1065  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 MZ1065  DYNAMIC HT  -          49.720 (meters)     163.12  (feet)  COMP
 MZ1065  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 MZ1065
 MZ1065  VERT ORDER  -  SECOND    CLASS 0
 MZ1065
 MZ1065.The horizontal coordinates were scaled from a topographic map and have
 MZ1065.an estimated accuracy of +/- 6 seconds.
 MZ1065
 MZ1065.The orthometric height was determined by differential leveling
 MZ1065.and adjusted by the National Geodetic Survey in June 1991..
 MZ1065
 MZ1065.The geoid height was determined by GEOID03.
 MZ1065
 MZ1065.The dynamic height is computed by dividing the NAVD 88
 MZ1065.geopotential number by the normal gravity value computed on the
 MZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1065.degrees latitude (g = 980.6199 gals.).
 MZ1065
 MZ1065.The modeled gravity was interpolated from observed gravity values.
 MZ1065
 MZ1065;                    North         East    Units  Estimated Accuracy
 MZ1065;SPC NY E     -   411,770.      205,850.      MT  (+/- 180 meters Scaled)
 MZ1065
 MZ1065                          SUPERSEDED SURVEY CONTROL
 MZ1065
 MZ1065  NGVD 29 (??/??/92)   49.960  (m)          163.91   (f) ADJ UNCH    2 0
 MZ1065
 MZ1065.Superseded values are not recommended for survey control.
 MZ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1065.See file dsdata.txt to determine how the superseded data were derived.
 MZ1065
 MZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN968103(NAD 83)
 MZ1065_MARKER: DB = BENCH MARK DISK
 MZ1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ1065_SP_SET: OVERPASS
 MZ1065_STAMPING: E 273 1942
 MZ1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1065+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 MZ1065
 MZ1065  HISTORY     - Date     Condition        Report By
 MZ1065  HISTORY     - 1942     MONUMENTED       CGS
 MZ1065  HISTORY     - 19981008 MARK NOT FOUND   USPSQD
 MZ1065  HISTORY     - 19991201 GOOD             JCLS
 MZ1065  HISTORY     - 20050717 GOOD             JCLS
 MZ1065
 MZ1065                          STATION DESCRIPTION
 MZ1065
 MZ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ1065'0.8 MI NW FROM SELKIRK.
 MZ1065'ABOUT 0.8 OF A MILE NORTH WEST ALONG THE NEW YORK CENTRAL RAIL ROAD,
 MZ1065'FROM SIGNAL CONTROL TOWER S.K. AT SELKIRK, A U.S.C. AND G.S. DISK SET
 MZ1065'IN THE TOP OF THE NORTHWEST WING WALL OF A CONCRETE OVERPASS OVER
 MZ1065'HIGHWAY NO. 396, ABOUT 2.5 FEET LOWER THAN THE TRACK, 6.5 FEET WEST OF
 MZ1065'THE WEST RAIL.
 MZ1065
 MZ1065                          STATION RECOVERY (1998)
 MZ1065
 MZ1065'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1065'MARK NOT FOUND.
 MZ1065
 MZ1065                          STATION RECOVERY (1999)
 MZ1065
 MZ1065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 MZ1065'RECOVERED IN GOOD CONDITION.
 MZ1065
 MZ1065                          STATION RECOVERY (2005)
 MZ1065
 MZ1065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 MZ1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0724 ***********************************************************************
 MZ0724  DESIGNATION -  E 274
 MZ0724  PID         -  MZ0724
 MZ0724  STATE/COUNTY-  NY/ALBANY
 MZ0724  USGS QUAD   -  ALCOVE (1980)
 MZ0724
 MZ0724                         *CURRENT SURVEY CONTROL
 MZ0724  ___________________________________________________________________
 MZ0724* NAD 83(1986)-  42 27 16.     (N)    073 56 27.     (W)     SCALED    
 MZ0724* NAVD 88     -       194.177  (meters)     637.06   (feet)  ADJUSTED  
 MZ0724  ___________________________________________________________________
 MZ0724  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 MZ0724  DYNAMIC HT  -         194.114 (meters)     636.86  (feet)  COMP
 MZ0724  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 MZ0724
 MZ0724  VERT ORDER  -  SECOND    CLASS 0
 MZ0724
 MZ0724.The horizontal coordinates were scaled from a topographic map and have
 MZ0724.an estimated accuracy of +/- 6 seconds.
 MZ0724
 MZ0724.The orthometric height was determined by differential leveling
 MZ0724.and adjusted by the National Geodetic Survey in June 1991..
 MZ0724
 MZ0724.The geoid height was determined by GEOID03.
 MZ0724
 MZ0724.The dynamic height is computed by dividing the NAVD 88
 MZ0724.geopotential number by the normal gravity value computed on the
 MZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0724.degrees latitude (g = 980.6199 gals.).
 MZ0724
 MZ0724.The modeled gravity was interpolated from observed gravity values.
 MZ0724
 MZ0724;                    North         East    Units  Estimated Accuracy
 MZ0724;SPC NY E     -   402,230.      195,990.      MT  (+/- 180 meters Scaled)
 MZ0724
 MZ0724                          SUPERSEDED SURVEY CONTROL
 MZ0724
 MZ0724  NGVD 29 (??/??/92)  194.391  (m)          637.76   (f) ADJ UNCH    2 0
 MZ0724
 MZ0724.Superseded values are not recommended for survey control.
 MZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0724.See file dsdata.txt to determine how the superseded data were derived.
 MZ0724
 MZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN870007(NAD 83)
 MZ0724_MARKER: DB = BENCH MARK DISK
 MZ0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0724_SP_SET: BRIDGE
 MZ0724_STAMPING: E 274 1942
 MZ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0724
 MZ0724  HISTORY     - Date     Condition        Report By
 MZ0724  HISTORY     - 1942     MONUMENTED       CGS
 MZ0724  HISTORY     - 1960     MARK NOT FOUND   USGS
 MZ0724
 MZ0724                          STATION DESCRIPTION
 MZ0724
 MZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MZ0724'1.6 MI SW FROM ALCOVE.
 MZ0724'ABOUT 1.6 MILES SOUTHWEST ALONG A SURFACED ROAD FROM THE JUNCTION WITH
 MZ0724'HIGHWAY NO. 143 AT ALCOVE, A U.S.C. AND G.S. DISK SET IN THE TOP OF
 MZ0724'THE SOUTHEAST WING WALL OF A CONCRETE BRIDGE OVER A CREEK.
 MZ0724
 MZ0724                          STATION RECOVERY (1960)
 MZ0724
 MZ0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MZ0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0182 ***********************************************************************
 NA0182  DESIGNATION -  E 275
 NA0182  PID         -  NA0182
 NA0182  STATE/COUNTY-  NY/ALBANY
 NA0182  USGS QUAD   -  WESTERLO (1980)
 NA0182
 NA0182                         *CURRENT SURVEY CONTROL
 NA0182  ___________________________________________________________________
 NA0182* NAD 83(1986)-  42 34 36.     (N)    074 07 16.     (W)     SCALED    
 NA0182* NAVD 88     -       322.152  (meters)    1056.93   (feet)  ADJUSTED  
 NA0182  ___________________________________________________________________
 NA0182  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 NA0182  DYNAMIC HT  -         322.049 (meters)    1056.59  (feet)  COMP
 NA0182  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NA0182
 NA0182  VERT ORDER  -  SECOND    CLASS 0
 NA0182
 NA0182.The horizontal coordinates were scaled from a topographic map and have
 NA0182.an estimated accuracy of +/- 6 seconds.
 NA0182
 NA0182.The orthometric height was determined by differential leveling
 NA0182.and adjusted by the National Geodetic Survey in June 1991..
 NA0182
 NA0182.The geoid height was determined by GEOID03.
 NA0182
 NA0182.The dynamic height is computed by dividing the NAVD 88
 NA0182.geopotential number by the normal gravity value computed on the
 NA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0182.degrees latitude (g = 980.6199 gals.).
 NA0182
 NA0182.The modeled gravity was interpolated from observed gravity values.
 NA0182
 NA0182;                    North         East    Units  Estimated Accuracy
 NA0182;SPC NY E     -   415,720.      181,100.      MT  (+/- 180 meters Scaled)
 NA0182
 NA0182                          SUPERSEDED SURVEY CONTROL
 NA0182
 NA0182  NGVD 29 (??/??/92)  322.320  (m)         1057.48   (f) ADJ UNCH    2 0
 NA0182
 NA0182.Superseded values are not recommended for survey control.
 NA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0182.See file dsdata.txt to determine how the superseded data were derived.
 NA0182
 NA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN721141(NAD 83)
 NA0182_MARKER: DB = BENCH MARK DISK
 NA0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0182_SP_SET: BRIDGE
 NA0182_STAMPING: E 275 1942
 NA0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0182
 NA0182  HISTORY     - Date     Condition        Report By
 NA0182  HISTORY     - 1942     MONUMENTED       CGS
 NA0182
 NA0182                          STATION DESCRIPTION
 NA0182
 NA0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0182'4.9 MI NE FROM RENSSELAERVILLE.
 NA0182'ABOUT 0.9 MILE NORTH ALONG HIGHWAY NO. 85 FROM THE BAPTIST CHURCH AT
 NA0182'RENSSELAERVILLE, THENCE ABOUT 4.0 MILES NORTHEAST ALONG A COUNTRY
 NA0182'ROAD, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A SURFACED ROAD, 15 FEET
 NA0182'SOUTHWEST OF THE CENTER LINE OF THE ROAD, A U.S.C. AND G.S. DISK SET
 NA0182'IN THE TOP OF THE CONCRETE COPING OF THE SOUTHWEST STONE WING WALL OF
 NA0182'A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0832 ***********************************************************************
 OE0832  DESIGNATION -  E 276
 OE0832  PID         -  OE0832
 OE0832  STATE/COUNTY-  NY/ONEIDA
 OE0832  USGS QUAD   -  CLINTON (1955)
 OE0832
 OE0832                         *CURRENT SURVEY CONTROL
 OE0832  ___________________________________________________________________
 OE0832* NAD 83(1986)-  43 04 18.     (N)    075 23 26.     (W)     SCALED    
 OE0832* NAVD 88     -       174.402  (meters)     572.18   (feet)  ADJUSTED  
 OE0832  ___________________________________________________________________
 OE0832  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 OE0832  DYNAMIC HT  -         174.354 (meters)     572.03  (feet)  COMP
 OE0832  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 OE0832
 OE0832  VERT ORDER  -  SECOND    CLASS 0
 OE0832
 OE0832.The horizontal coordinates were scaled from a topographic map and have
 OE0832.an estimated accuracy of +/- 6 seconds.
 OE0832
 OE0832.The orthometric height was determined by differential leveling
 OE0832.and adjusted by the National Geodetic Survey in June 1991..
 OE0832
 OE0832.The geoid height was determined by GEOID03.
 OE0832
 OE0832.The dynamic height is computed by dividing the NAVD 88
 OE0832.geopotential number by the normal gravity value computed on the
 OE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0832.degrees latitude (g = 980.6199 gals.).
 OE0832
 OE0832.The modeled gravity was interpolated from observed gravity values.
 OE0832
 OE0832;                    North         East    Units  Estimated Accuracy
 OE0832;SPC NY C     -   341,820.      347,140.      MT  (+/- 180 meters Scaled)
 OE0832
 OE0832                          SUPERSEDED SURVEY CONTROL
 OE0832
 OE0832  NGVD 29 (??/??/92)  174.552  (m)          572.68   (f) ADJ UNCH    2 0
 OE0832
 OE0832.Superseded values are not recommended for survey control.
 OE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0832.See file dsdata.txt to determine how the superseded data were derived.
 OE0832
 OE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN682688(NAD 83)
 OE0832_MARKER: DB = BENCH MARK DISK
 OE0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0832_STAMPING: E 276 1942
 OE0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0832+STABILITY: SURFACE MOTION
 OE0832
 OE0832  HISTORY     - Date     Condition        Report By
 OE0832  HISTORY     - 1942     MONUMENTED       CGS
 OE0832
 OE0832                          STATION DESCRIPTION
 OE0832
 OE0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0832'0.6 MI S FROM KIRKLAND.
 OE0832'0.6 MILE SOUTH ALONG STATE HIGHWAY NO. 233 FROM THE INTERSECTION OF
 OE0832'STATE HIGHWAY NO. 233 AND NO. 5 AT KIRKLAND, AT A Y INTERSECTION OF
 OE0832'THE HIGHWAY AND A GRAVEL ROAD LEADING NORTH, 33 FEET NORTHWEST OF
 OE0832'STATE HIGHWAY NO. 233, 26 FEET EAST OF A GRAVEL ROAD, 4 FEET NORTH OF
 OE0832'A FLAG POLE, AND 1.0 FEET WEST OF A REFERENCE POST. A DISK, SET IN THE
 OE0832'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0833 ***********************************************************************
 OE0833  DESIGNATION -  E 276 RESET 1960
 OE0833  PID         -  OE0833
 OE0833  STATE/COUNTY-  NY/ONEIDA
 OE0833  USGS QUAD   -  CLINTON (1955)
 OE0833
 OE0833                         *CURRENT SURVEY CONTROL
 OE0833  ___________________________________________________________________
 OE0833* NAD 83(1986)-  43 04 18.     (N)    075 23 26.     (W)     SCALED    
 OE0833* NAVD 88     -       174.91   (meters)     573.9    (feet)  RESET     
 OE0833  ___________________________________________________________________
 OE0833  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 OE0833
 OE0833  VERT ORDER  -  THIRD
 OE0833
 OE0833.The horizontal coordinates were scaled from a topographic map and have
 OE0833.an estimated accuracy of +/- 6 seconds.
 OE0833
 OE0833.The orthometric height was computed from unverified reset data.
 OE0833
 OE0833.The geoid height was determined by GEOID03.
 OE0833
 OE0833;                    North         East    Units  Estimated Accuracy
 OE0833;SPC NY C     -   341,820.      347,140.      MT  (+/- 180 meters Scaled)
 OE0833
 OE0833                          SUPERSEDED SURVEY CONTROL
 OE0833
 OE0833.No superseded survey control is available for this station.
 OE0833
 OE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN682688(NAD 83)
 OE0833_MARKER: DB = BENCH MARK DISK
 OE0833_SETTING: 0 = UNSPECIFIED SETTING
 OE0833_STAMPING: E 276 RESET 1960
 OE0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0833
 OE0833  HISTORY     - Date     Condition        Report By
 OE0833  HISTORY     - 1960     MONUMENTED       NYDPW
 OE0833  HISTORY     - 1961     GOOD             NGS
 OE0833  HISTORY     - 1979     GOOD             LOCENG
 OE0833
 OE0833                          STATION DESCRIPTION
 OE0833
 OE0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 OE0833'0.6 MI S FROM KIRKLAND.
 OE0833'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 233 FROM THE INTERSECTION OF
 OE0833'STATE HIGHWAY 5 AT KIRKLAND, ONEIDA COUNTY, AT THE JUNCTION OF A TOWN
 OE0833'ROAD (SAUNDERS ROAD) LEADING NORTH AND NEW ROUTE 233, 60 FEET
 OE0833'NORTHWEST OF NEW ROUTE 233, 30 FEET NORTHEAST OF TELEPHONE POLE NO.
 OE0833'19, 40 FEET SOUTHEAST OF SAUNDERS ROAD.
 OE0833
 OE0833                          STATION RECOVERY (1979)
 OE0833
 OE0833'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OE0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1024 ***********************************************************************
 NA1024  DESIGNATION -  E 277
 NA1024  PID         -  NA1024
 NA1024  STATE/COUNTY-  NY/ONEIDA
 NA1024  USGS QUAD   -  ORISKANY FALLS (1976)
 NA1024
 NA1024                         *CURRENT SURVEY CONTROL
 NA1024  ___________________________________________________________________
 NA1024* NAD 83(1986)-  42 55 53.     (N)    075 25 16.     (W)     SCALED    
 NA1024* NAVD 88     -       417.525  (meters)    1369.83   (feet)  ADJUSTED  
 NA1024  ___________________________________________________________________
 NA1024  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 NA1024  DYNAMIC HT  -         417.400 (meters)    1369.42  (feet)  COMP
 NA1024  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 NA1024
 NA1024  VERT ORDER  -  SECOND    CLASS 0
 NA1024
 NA1024.The horizontal coordinates were scaled from a topographic map and have
 NA1024.an estimated accuracy of +/- 6 seconds.
 NA1024
 NA1024.The orthometric height was determined by differential leveling
 NA1024.and adjusted by the National Geodetic Survey in June 1991..
 NA1024
 NA1024.The geoid height was determined by GEOID03.
 NA1024
 NA1024.The dynamic height is computed by dividing the NAVD 88
 NA1024.geopotential number by the normal gravity value computed on the
 NA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1024.degrees latitude (g = 980.6199 gals.).
 NA1024
 NA1024.The modeled gravity was interpolated from observed gravity values.
 NA1024
 NA1024;                    North         East    Units  Estimated Accuracy
 NA1024;SPC NY C     -   326,200.      344,870.      MT  (+/- 180 meters Scaled)
 NA1024
 NA1024                          SUPERSEDED SURVEY CONTROL
 NA1024
 NA1024  NGVD 29 (??/??/92)  417.650  (m)         1370.24   (f) ADJ UNCH    2 0
 NA1024
 NA1024.Superseded values are not recommended for survey control.
 NA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1024.See file dsdata.txt to determine how the superseded data were derived.
 NA1024
 NA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN656532(NAD 83)
 NA1024_MARKER: DB = BENCH MARK DISK
 NA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1024_STAMPING: E 277 1942
 NA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1024+STABILITY: SURFACE MOTION
 NA1024
 NA1024  HISTORY     - Date     Condition        Report By
 NA1024  HISTORY     - 1942     MONUMENTED       CGS
 NA1024
 NA1024                          STATION DESCRIPTION
 NA1024
 NA1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1024'2.1 MI W FROM WATERVILLE.
 NA1024'2.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 NA1024'WATERVILLE, AT AN INTERSECTION OF THE BLACK TOP ROAD AND A GRAVEL
 NA1024'ROAD LEADING SOUTH, 57 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 NA1024'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ORAD, 11
 NA1024'FEET SOUTHWEST OF POWER LINE POLE NO. N.Y. S.E.G. 2872, 2.0 FEET
 NA1024'NORTH OF A PASTURE FENCE, AND 1.5 FEET EAST OF A REFERENCE POST.  A
 NA1024'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0444 ***********************************************************************
 NA0444  DESIGNATION -  E 279
 NA0444  PID         -  NA0444
 NA0444  STATE/COUNTY-  NY/ULSTER
 NA0444  USGS QUAD   -  PHOENICIA (1980)
 NA0444
 NA0444                         *CURRENT SURVEY CONTROL
 NA0444  ___________________________________________________________________
 NA0444* NAD 83(1986)-  42 05 35.     (N)    074 19 10.     (W)     SCALED    
 NA0444* NAVD 88     -       268.746  (meters)     881.71   (feet)  ADJUSTED  
 NA0444  ___________________________________________________________________
 NA0444  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 NA0444  DYNAMIC HT  -         268.652 (meters)     881.40  (feet)  COMP
 NA0444  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 NA0444
 NA0444  VERT ORDER  -  SECOND    CLASS 0
 NA0444
 NA0444.The horizontal coordinates were scaled from a topographic map and have
 NA0444.an estimated accuracy of +/- 6 seconds.
 NA0444
 NA0444.The orthometric height was determined by differential leveling
 NA0444.and adjusted by the National Geodetic Survey in June 1991..
 NA0444
 NA0444.The geoid height was determined by GEOID03.
 NA0444
 NA0444.The dynamic height is computed by dividing the NAVD 88
 NA0444.geopotential number by the normal gravity value computed on the
 NA0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0444.degrees latitude (g = 980.6199 gals.).
 NA0444
 NA0444.The modeled gravity was interpolated from observed gravity values.
 NA0444
 NA0444;                    North         East    Units  Estimated Accuracy
 NA0444;SPC NY E     -   361,950.      164,940.      MT  (+/- 180 meters Scaled)
 NA0444
 NA0444                          SUPERSEDED SURVEY CONTROL
 NA0444
 NA0444  NGVD 29 (??/??/92)  268.938  (m)          882.34   (f) ADJ UNCH    2 0
 NA0444
 NA0444.Superseded values are not recommended for survey control.
 NA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0444.See file dsdata.txt to determine how the superseded data were derived.
 NA0444
 NA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM562603(NAD 83)
 NA0444_MARKER: DB = BENCH MARK DISK
 NA0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0444_STAMPING: E-279 1942
 NA0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0444+STABILITY: SURFACE MOTION
 NA0444
 NA0444  HISTORY     - Date     Condition        Report By
 NA0444  HISTORY     - 1942     MONUMENTED       CGS
 NA0444  HISTORY     - 1972     GOOD             LOCSUR
 NA0444
 NA0444                          STATION DESCRIPTION
 NA0444
 NA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0444'1.0 MI N FROM PHEONICIA.
 NA0444'1.0 MILE NORTH ALONG STATE HIGHWAY NO. 214 FROM THE POST OFFICE AT
 NA0444'PHOENICIA, SET IN THE SOUTHEAST CORNER OF A FARM HOUSE YARD, 80 FEET
 NA0444'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 45.4 FEET WEST OF
 NA0444'POLE NO. 17, 32 FEET SOUTH OF THE CENTER-LINE OF THE PRIVATED DRIVE
 NA0444'TO HOUSE, 26 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, 24.6 FEET
 NA0444'SOUTH OF THE SOUTH ROCK GATE POST, 0.8 FOOT NORTH OF A STANDARD
 NA0444'REFERENCE POST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 NA0444
 NA0444                          STATION RECOVERY (1972)
 NA0444
 NA0444'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 NA0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1732 ***********************************************************************
 KU1732  DESIGNATION -  E 28
 KU1732  PID         -  KU1732
 KU1732  STATE/COUNTY-  NY/WESTCHESTER
 KU1732  USGS QUAD   -  MOUNT VERNON (1979)
 KU1732
 KU1732                         *CURRENT SURVEY CONTROL
 KU1732  ___________________________________________________________________
 KU1732* NAD 83(1986)-  40 56 00.     (N)    073 45 33.     (W)     SCALED    
 KU1732* NAVD 88     -        13.272  (meters)      43.54   (feet)  ADJUSTED  
 KU1732  ___________________________________________________________________
 KU1732  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 KU1732  DYNAMIC HT  -          13.267 (meters)      43.53  (feet)  COMP
 KU1732  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 KU1732
 KU1732  VERT ORDER  -  FIRST     CLASS I
 KU1732
 KU1732.The horizontal coordinates were scaled from a topographic map and have
 KU1732.an estimated accuracy of +/- 6 seconds.
 KU1732
 KU1732.The orthometric height was determined by differential leveling
 KU1732.and adjusted by the National Geodetic Survey in June 1991..
 KU1732
 KU1732.The geoid height was determined by GEOID03.
 KU1732
 KU1732.The dynamic height is computed by dividing the NAVD 88
 KU1732.geopotential number by the normal gravity value computed on the
 KU1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1732.degrees latitude (g = 980.6199 gals.).
 KU1732
 KU1732.The modeled gravity was interpolated from observed gravity values.
 KU1732
 KU1732;                    North         East    Units  Estimated Accuracy
 KU1732;SPC NY E     -   233,410.      212,390.      MT  (+/- 180 meters Scaled)
 KU1732
 KU1732                          SUPERSEDED SURVEY CONTROL
 KU1732
 KU1732  NGVD 29 (??/??/92)   13.597  (m)           44.61   (f) ADJ UNCH    1 1
 KU1732
 KU1732.Superseded values are not recommended for survey control.
 KU1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1732.See file dsdata.txt to determine how the superseded data were derived.
 KU1732
 KU1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL044320(NAD 83)
 KU1732_MARKER: Q = CHISELED SQUARE
 KU1732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1732_SP_SET: STEP
 KU1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1732
 KU1732  HISTORY     - Date     Condition        Report By
 KU1732  HISTORY     - UNK      MONUMENTED       CGS
 KU1732  HISTORY     - 1965     GOOD             NGS
 KU1732  HISTORY     - 1988     GOOD             USPSQD
 KU1732
 KU1732                          STATION DESCRIPTION
 KU1732
 KU1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KU1732'AT LARCHMONT.
 KU1732'AT LARCHMONT, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 KU1732'RAILROAD, AT THE STATION, NEAR THE CHATSWORTH OVERPASS, SET
 KU1732'IN THE TOP AT THE NORTH CORNER OF THE SECOND STEP OF THE
 KU1732'SOUTHEAST ABUTMENT OF THE MASONRY STATION PLATFORM, 5.5 FEET
 KU1732'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST MOST TRACK
 KU1732'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KU1732
 KU1732                          STATION RECOVERY (1988)
 KU1732
 KU1732'RECOVERY NOTE BY US POWER SQUADRON 1988 (GFW)
 KU1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0467 ***********************************************************************
 NA0467  DESIGNATION -  E 280
 NA0467  PID         -  NA0467
 NA0467  STATE/COUNTY-  NY/ULSTER
 NA0467  USGS QUAD   -  WOODSTOCK (1980)
 NA0467
 NA0467                         *CURRENT SURVEY CONTROL
 NA0467  ___________________________________________________________________
 NA0467* NAD 83(1986)-  42 00 25.     (N)    074 06 22.     (W)     SCALED    
 NA0467* NAVD 88     -       167.624  (meters)     549.95   (feet)  ADJUSTED  
 NA0467  ___________________________________________________________________
 NA0467  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 NA0467  DYNAMIC HT  -         167.563 (meters)     549.75  (feet)  COMP
 NA0467  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 NA0467
 NA0467  VERT ORDER  -  SECOND    CLASS 0
 NA0467
 NA0467.The horizontal coordinates were scaled from a topographic map and have
 NA0467.an estimated accuracy of +/- 6 seconds.
 NA0467
 NA0467.The orthometric height was determined by differential leveling
 NA0467.and adjusted by the National Geodetic Survey in June 1991..
 NA0467
 NA0467.The geoid height was determined by GEOID03.
 NA0467
 NA0467.The dynamic height is computed by dividing the NAVD 88
 NA0467.geopotential number by the normal gravity value computed on the
 NA0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0467.degrees latitude (g = 980.6199 gals.).
 NA0467
 NA0467.The modeled gravity was interpolated from observed gravity values.
 NA0467
 NA0467;                    North         East    Units  Estimated Accuracy
 NA0467;SPC NY E     -   352,450.      182,630.      MT  (+/- 180 meters Scaled)
 NA0467
 NA0467                          SUPERSEDED SURVEY CONTROL
 NA0467
 NA0467  NGVD 29 (??/??/92)  167.854  (m)          550.70   (f) ADJ UNCH    2 0
 NA0467
 NA0467.Superseded values are not recommended for survey control.
 NA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0467.See file dsdata.txt to determine how the superseded data were derived.
 NA0467
 NA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM740509(NAD 83)
 NA0467_MARKER: DB = BENCH MARK DISK
 NA0467_SETTING: 80 = SET IN A BOULDER
 NA0467_SP_SET: BOULDER
 NA0467_STAMPING: E-280 1942
 NA0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0467+STABILITY: SURFACE MOTION
 NA0467
 NA0467  HISTORY     - Date     Condition        Report By
 NA0467  HISTORY     - 1942     MONUMENTED       CGS
 NA0467  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NA0467
 NA0467                          STATION DESCRIPTION
 NA0467
 NA0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0467'1.3 MI NW FROM WEST HURLEY.
 NA0467'0.6 MILE NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 NA0467'WEST HURLEY, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY NO. 375, SET
 NA0467'IN THE TOP OF A BOULDER AND FLUSH WITH THE GROUND, NEAR THE
 NA0467'INTERSECTION OF THE HIGHWAY AND A SIDE ROAD LEADING SOUTHEAST TO
 NA0467'TANGLEWOOD, 71.6 EAST OF POLE NO. 11278, 58.4 FEET SOUTHEAST OF THE
 NA0467'CENTER-LINE OF THE HIGHWAY, 55 FEET SOUTH OF POLE NO. 11277, 3.5 FEET
 NA0467'NORTHWEST OF A STANDARD REFERENCE POST.  A STANDARD DISK.
 NA0467
 NA0467                          STATION RECOVERY (1984)
 NA0467
 NA0467'RECOVERY NOTE BY US POWER SQUADRON 1984
 NA0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0425 ***********************************************************************
 NA0425  DESIGNATION -  E 281
 NA0425  PID         -  NA0425
 NA0425  STATE/COUNTY-  NY/GREENE
 NA0425  USGS QUAD   -  KAATERSKILL (1980)
 NA0425
 NA0425                         *CURRENT SURVEY CONTROL
 NA0425  ___________________________________________________________________
 NA0425* NAD 83(1986)-  42 10 37.     (N)    074 03 19.     (W)     SCALED    
 NA0425* NAVD 88     -       268.380  (meters)     880.51   (feet)  ADJUSTED  
 NA0425  ___________________________________________________________________
 NA0425  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 NA0425  DYNAMIC HT  -         268.271 (meters)     880.15  (feet)  COMP
 NA0425  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 NA0425
 NA0425  VERT ORDER  -  SECOND    CLASS 0
 NA0425
 NA0425.The horizontal coordinates were scaled from a topographic map and have
 NA0425.an estimated accuracy of +/- 6 seconds.
 NA0425
 NA0425.The orthometric height was determined by differential leveling
 NA0425.and adjusted by the National Geodetic Survey in June 1991..
 NA0425
 NA0425.The geoid height was determined by GEOID03.
 NA0425
 NA0425.The dynamic height is computed by dividing the NAVD 88
 NA0425.geopotential number by the normal gravity value computed on the
 NA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0425.degrees latitude (g = 980.6199 gals.).
 NA0425
 NA0425.The modeled gravity was interpolated from observed gravity values.
 NA0425
 NA0425;                    North         East    Units  Estimated Accuracy
 NA0425;SPC NY E     -   371,350.      186,740.      MT  (+/- 180 meters Scaled)
 NA0425
 NA0425                          SUPERSEDED SURVEY CONTROL
 NA0425
 NA0425  NGVD 29 (??/??/92)  268.576  (m)          881.15   (f) ADJ UNCH    2 0
 NA0425
 NA0425.Superseded values are not recommended for survey control.
 NA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0425.See file dsdata.txt to determine how the superseded data were derived.
 NA0425
 NA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM780698(NAD 83)
 NA0425_MARKER: DB = BENCH MARK DISK
 NA0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0425_SP_SET: BRIDGE ABUTMENT
 NA0425_STAMPING: E-281 1942
 NA0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0425
 NA0425  HISTORY     - Date     Condition        Report By
 NA0425  HISTORY     - 1942     MONUMENTED       CGS
 NA0425  HISTORY     - 1988     GOOD             USPSQD
 NA0425
 NA0425                          STATION DESCRIPTION
 NA0425
 NA0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0425'1.8 MI W FROM PALENVILLE.
 NA0425'1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 A FROM THE POST OFFICE AT
 NA0425'PALENVILLE, SET AT THE SOUTHEAST END OF THE LARGE CONCRETE BRIDGE,
 NA0425'17.4 FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY, 11 FEET
 NA0425'NORTHWEST OF THE SOUTHEAST END OF THE WALL, 1.2 FEET SOUTHWEST OF THE
 NA0425'SOUTHWEST GUARD WALL OF BRIDGE, ABOUT 0.5 FOOT BELOW HIGHWAY.  A
 NA0425'STANDARD DISK.
 NA0425
 NA0425                          STATION RECOVERY (1988)
 NA0425
 NA0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 NA0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0411 ***********************************************************************
 NA0411  DESIGNATION -  E 282
 NA0411  PID         -  NA0411
 NA0411  STATE/COUNTY-  NY/GREENE
 NA0411  USGS QUAD   -  KAATERSKILL (1980)
 NA0411
 NA0411                         *CURRENT SURVEY CONTROL
 NA0411  ___________________________________________________________________
 NA0411* NAD 83(1986)-  42 13 00.     (N)    074 00 21.     (W)     SCALED    
 NA0411* NAVD 88     -       192.443  (meters)     631.37   (feet)  ADJUSTED  
 NA0411  ___________________________________________________________________
 NA0411  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NA0411  DYNAMIC HT  -         192.375 (meters)     631.15  (feet)  COMP
 NA0411  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 NA0411
 NA0411  VERT ORDER  -  SECOND    CLASS 0
 NA0411
 NA0411.The horizontal coordinates were scaled from a topographic map and have
 NA0411.an estimated accuracy of +/- 6 seconds.
 NA0411
 NA0411.The orthometric height was determined by differential leveling
 NA0411.and adjusted by the National Geodetic Survey in June 1991..
 NA0411
 NA0411.The geoid height was determined by GEOID03.
 NA0411
 NA0411.The dynamic height is computed by dividing the NAVD 88
 NA0411.geopotential number by the normal gravity value computed on the
 NA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0411.degrees latitude (g = 980.6199 gals.).
 NA0411
 NA0411.The modeled gravity was interpolated from observed gravity values.
 NA0411
 NA0411;                    North         East    Units  Estimated Accuracy
 NA0411;SPC NY E     -   375,780.      190,800.      MT  (+/- 180 meters Scaled)
 NA0411
 NA0411                          SUPERSEDED SURVEY CONTROL
 NA0411
 NA0411  NGVD 29 (??/??/92)  192.654  (m)          632.07   (f) ADJ UNCH    2 0
 NA0411
 NA0411.Superseded values are not recommended for survey control.
 NA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0411.See file dsdata.txt to determine how the superseded data were derived.
 NA0411
 NA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM820743(NAD 83)
 NA0411_MARKER: DB = BENCH MARK DISK
 NA0411_SETTING: 80 = SET IN A BOULDER
 NA0411_SP_SET: BOULDER
 NA0411_STAMPING: E-282 1942
 NA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0411+STABILITY: SURFACE MOTION
 NA0411
 NA0411  HISTORY     - Date     Condition        Report By
 NA0411  HISTORY     - 1942     MONUMENTED       CGS
 NA0411
 NA0411                          STATION DESCRIPTION
 NA0411
 NA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0411'3.7 MI N FROM PALENVILLE.
 NA0411'3.7 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 NA0411'PALENVILLE, SET IN THE TOP OF A BOULDER, NEAR THE NORTHEAST CORNER OF
 NA0411'A FARM HOUSE YARD, 51.2 FEET EAST OF THE NORTHEAST CORNER OF THE
 NA0411'LARGE 2-STORY STONE HOUSE, 33.6 FEET NORTH OF THE CENTER-LINE OF THE
 NA0411'STONE SIDE-WALK LEADING WEST TO THE EAST ENTRANCE TO HOUSE, 11.5 FEET
 NA0411'WEST OF THE CENTER-LINE OF THE ROAD, ABOUT 3 FEET ABOVE ROAD.  A
 NA0411'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0926 ***********************************************************************
 NA0926  DESIGNATION -  E 283
 NA0926  PID         -  NA0926
 NA0926  STATE/COUNTY-  NY/OTSEGO
 NA0926  USGS QUAD   -  SOUTH VALLEY (1994)
 NA0926
 NA0926                         *CURRENT SURVEY CONTROL
 NA0926  ___________________________________________________________________
 NA0926* NAD 83(1986)-  42 38 02.     (N)    074 40 32.     (W)     SCALED    
 NA0926* NAVD 88     -       470.730  (meters)    1544.39   (feet)  ADJUSTED  
 NA0926  ___________________________________________________________________
 NA0926  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 NA0926  DYNAMIC HT  -         470.557 (meters)    1543.82  (feet)  COMP
 NA0926  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 NA0926
 NA0926  VERT ORDER  -  SECOND    CLASS 0
 NA0926
 NA0926.The horizontal coordinates were scaled from a topographic map and have
 NA0926.an estimated accuracy of +/- 6 seconds.
 NA0926
 NA0926.The orthometric height was determined by differential leveling
 NA0926.and adjusted by the National Geodetic Survey in June 1991..
 NA0926
 NA0926.The geoid height was determined by GEOID03.
 NA0926
 NA0926.The dynamic height is computed by dividing the NAVD 88
 NA0926.geopotential number by the normal gravity value computed on the
 NA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0926.degrees latitude (g = 980.6199 gals.).
 NA0926
 NA0926.The modeled gravity was interpolated from observed gravity values.
 NA0926
 NA0926;                    North         East    Units  Estimated Accuracy
 NA0926;SPC NY E     -   422,020.      135,600.      MT  (+/- 180 meters Scaled)
 NA0926
 NA0926                          SUPERSEDED SURVEY CONTROL
 NA0926
 NA0926  NGVD 29 (??/??/92)  470.824  (m)         1544.70   (f) ADJ UNCH    2 0
 NA0926
 NA0926.Superseded values are not recommended for survey control.
 NA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0926.See file dsdata.txt to determine how the superseded data were derived.
 NA0926
 NA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN266202(NAD 83)
 NA0926_MARKER: DB = BENCH MARK DISK
 NA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0926_STAMPING: E 283 1942
 NA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0926+STABILITY: SURFACE MOTION
 NA0926
 NA0926  HISTORY     - Date     Condition        Report By
 NA0926  HISTORY     - 1942     MONUMENTED       CGS
 NA0926
 NA0926                          STATION DESCRIPTION
 NA0926
 NA0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0926'1.2 MI N FROM EAST WORCESTER.
 NA0926'0.2 MILE EAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE STATION
 NA0926'AT E. WORCESTER, THENCE 0.1 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NA0926'0.9 MILE NORTH ALONG A BLACK TOP ROAD, 0.1 MILE SOUTHWEST OF A T
 NA0926'INTERSECTION OF THE BLACK TOP ROAD AND A GRAVEL ROAD LEADING
 NA0926'SOUTHEAST, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 NA0926'NORTHWEST OF POWER LINE POLE NO. NYP 30, 1.8 FEET EAST OF A BARBED
 NA0926'WIRE FENCE, AND 1.5 FEET SOUTH OF A STANDARD REFERENCE POST.  A DISK,
 NA0926'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0896 ***********************************************************************
 NA0896  DESIGNATION -  E 284
 NA0896  PID         -  NA0896
 NA0896  STATE/COUNTY-  NY/OTSEGO
 NA0896  USGS QUAD   -  RICHFIELD SPRINGS (1943)
 NA0896
 NA0896                         *CURRENT SURVEY CONTROL
 NA0896  ___________________________________________________________________
 NA0896* NAD 83(1986)-  42 45 53.     (N)    074 54 07.     (W)     SCALED    
 NA0896* NAVD 88     -       381.769  (meters)    1252.52   (feet)  ADJUSTED  
 NA0896  ___________________________________________________________________
 NA0896  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 NA0896  DYNAMIC HT  -         381.638 (meters)    1252.09  (feet)  COMP
 NA0896  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 NA0896
 NA0896  VERT ORDER  -  SECOND    CLASS II
 NA0896
 NA0896.The horizontal coordinates were scaled from a topographic map and have
 NA0896.an estimated accuracy of +/- 6 seconds.
 NA0896
 NA0896.The orthometric height was determined by differential leveling
 NA0896.and adjusted by the National Geodetic Survey in June 1991..
 NA0896
 NA0896.The geoid height was determined by GEOID03.
 NA0896
 NA0896.The dynamic height is computed by dividing the NAVD 88
 NA0896.geopotential number by the normal gravity value computed on the
 NA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0896.degrees latitude (g = 980.6199 gals.).
 NA0896
 NA0896.The modeled gravity was interpolated from observed gravity values.
 NA0896
 NA0896;                    North         East    Units  Estimated Accuracy
 NA0896;SPC NY E     -   436,620.      117,100.      MT  (+/- 180 meters Scaled)
 NA0896
 NA0896                          SUPERSEDED SURVEY CONTROL
 NA0896
 NA0896  NGVD 29 (??/??/92)  381.906  (m)         1252.97   (f) ADJ UNCH    2 0
 NA0896
 NA0896.Superseded values are not recommended for survey control.
 NA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0896.See file dsdata.txt to determine how the superseded data were derived.
 NA0896
 NA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN080346(NAD 83)
 NA0896_MARKER: DB = BENCH MARK DISK
 NA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0896_STAMPING: E 284 1942
 NA0896_MARK LOGO: CGS   
 NA0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 NA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0896+STABILITY: SURFACE MOTION
 NA0896
 NA0896  HISTORY     - Date     Condition        Report By
 NA0896  HISTORY     - 1942     MONUMENTED       CGS
 NA0896  HISTORY     - 1990     POOR             USGS
 NA0896  HISTORY     - 20040525 POOR             TVGA
 NA0896
 NA0896                          STATION DESCRIPTION
 NA0896
 NA0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0896'5.0 MI N FROM COOPERSTOWN.
 NA0896'0.2 MILE NORTH ALONG NELSON AVENUE FROM THE COUNTY COURTHOUSE AT
 NA0896'COOPERSTOWN, THENCE 4.8 MILES NORTH ALONG STATE HIGHWAY NO. 80, AT AN
 NA0896'INTERSECTIN OF THE HIGHWAY AND A PRIVATE DIRT ROAD LEADING EAST
 NA0896'THROUGH A GATE AND TO A RED BARN, 44 FEET EAST OF THE CENTER LINE OF
 NA0896'THE HIGHWAY, 31 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 2.4
 NA0896'FEET WEST OF A FENCE, AND 2.0 FEET NORTH OF A STANDARD REFERENCE
 NA0896'POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
 NA0896
 NA0896                          STATION RECOVERY (1990)
 NA0896
 NA0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RBD)
 NA0896'MARK RECOVERED IN POOR CONDITION.
 NA0896
 NA0896                          STATION RECOVERY (2004)
 NA0896
 NA0896'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (GJB)
 NA0896'RECOVERED AS DESCRIBED, BUT IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1644 ***********************************************************************
 NA1644  DESIGNATION -  E 286
 NA1644  PID         -  NA1644
 NA1644  STATE/COUNTY-  NY/MADISON
 NA1644  USGS QUAD   -  WEST EATON (1943)
 NA1644
 NA1644                         *CURRENT SURVEY CONTROL
 NA1644  ___________________________________________________________________
 NA1644* NAD 83(1986)-  42 45 13.     (N)    075 44 34.     (W)     SCALED    
 NA1644* NAVD 88     -       420.430  (meters)    1379.36   (feet)  ADJUSTED  
 NA1644  ___________________________________________________________________
 NA1644  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 NA1644  DYNAMIC HT  -         420.292 (meters)    1378.91  (feet)  COMP
 NA1644  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 NA1644
 NA1644  VERT ORDER  -  SECOND    CLASS 0
 NA1644
 NA1644.The horizontal coordinates were scaled from a topographic map and have
 NA1644.an estimated accuracy of +/- 6 seconds.
 NA1644
 NA1644.The orthometric height was determined by differential leveling
 NA1644.and adjusted by the National Geodetic Survey in June 1991..
 NA1644
 NA1644.The geoid height was determined by GEOID03.
 NA1644
 NA1644.The dynamic height is computed by dividing the NAVD 88
 NA1644.geopotential number by the normal gravity value computed on the
 NA1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1644.degrees latitude (g = 980.6199 gals.).
 NA1644
 NA1644.The modeled gravity was interpolated from observed gravity values.
 NA1644
 NA1644;                    North         East    Units  Estimated Accuracy
 NA1644;SPC NY C     -   306,140.      318,810.      MT  (+/- 180 meters Scaled)
 NA1644
 NA1644                          SUPERSEDED SURVEY CONTROL
 NA1644
 NA1644  NGVD 29 (??/??/92)  420.534  (m)         1379.70   (f) ADJ UNCH    2 0
 NA1644
 NA1644.Superseded values are not recommended for survey control.
 NA1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1644.See file dsdata.txt to determine how the superseded data were derived.
 NA1644
 NA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN392337(NAD 83)
 NA1644_MARKER: DB = BENCH MARK DISK
 NA1644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1644_SP_SET: CULVERT
 NA1644_STAMPING: E 286 1942
 NA1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1644
 NA1644  HISTORY     - Date     Condition        Report By
 NA1644  HISTORY     - 1942     MONUMENTED       CGS
 NA1644
 NA1644                          STATION DESCRIPTION
 NA1644
 NA1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1644'1.1 MI S FROM GEORGETOWN.
 NA1644'1.1 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 NA1644'GEORGETOWN, MADISON COUNTY, 110 FEET SOUTHWEST OF A 2-STORY WHITE
 NA1644'HOUSE WITH A RED BARN IN THE REAR, 64.5 FEET NORTH OF POLE 36, AT A
 NA1644'CULVERT, IN THE SOUTH CORNER OF THE EAST HEAD WALL, 24 FEET EAST OF
 NA1644'THE CENTER LINE OF THE HIGHWAY, AND 5.6 FEET EAST OF THE RIGHT-OF-WAY
 NA1644'FENCE.  A STANDARD DISK, STAMPED E 286 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1533 ***********************************************************************
 NA1533  DESIGNATION -  E 289
 NA1533  PID         -  NA1533
 NA1533  STATE/COUNTY-  NY/ONONDAGA
 NA1533  USGS QUAD   -  DE RUYTER (1943)
 NA1533
 NA1533                         *CURRENT SURVEY CONTROL
 NA1533  ___________________________________________________________________
 NA1533* NAD 83(1986)-  42 51 29.     (N)    075 59 02.     (W)     SCALED    
 NA1533* NAVD 88     -       449.191  (meters)    1473.72   (feet)  ADJUSTED  
 NA1533  ___________________________________________________________________
 NA1533  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NA1533  DYNAMIC HT  -         449.053 (meters)    1473.27  (feet)  COMP
 NA1533  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 NA1533
 NA1533  VERT ORDER  -  SECOND    CLASS 0
 NA1533
 NA1533.The horizontal coordinates were scaled from a topographic map and have
 NA1533.an estimated accuracy of +/- 6 seconds.
 NA1533
 NA1533.The orthometric height was determined by differential leveling
 NA1533.and adjusted by the National Geodetic Survey in June 1991..
 NA1533
 NA1533.The geoid height was determined by GEOID03.
 NA1533
 NA1533.The dynamic height is computed by dividing the NAVD 88
 NA1533.geopotential number by the normal gravity value computed on the
 NA1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1533.degrees latitude (g = 980.6199 gals.).
 NA1533
 NA1533.The modeled gravity was interpolated from observed gravity values.
 NA1533
 NA1533;                    North         East    Units  Estimated Accuracy
 NA1533;SPC NY C     -   317,580.      298,990.      MT  (+/- 180 meters Scaled)
 NA1533
 NA1533                          SUPERSEDED SURVEY CONTROL
 NA1533
 NA1533  NGVD 29 (??/??/92)  449.322  (m)         1474.15   (f) ADJ UNCH    2 0
 NA1533
 NA1533.Superseded values are not recommended for survey control.
 NA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1533.See file dsdata.txt to determine how the superseded data were derived.
 NA1533
 NA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN196455(NAD 83)
 NA1533_MARKER: DB = BENCH MARK DISK
 NA1533_SETTING: 0 = UNSPECIFIED SETTING
 NA1533_STAMPING: E 289 1942
 NA1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1533
 NA1533  HISTORY     - Date     Condition        Report By
 NA1533  HISTORY     - 1942     MONUMENTED       CGS
 NA1533
 NA1533                          STATION DESCRIPTION
 NA1533
 NA1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1533'1.7 MI N FROM FABIUS.
 NA1533'1.7 MILES NORTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE AT
 NA1533'FABIUS, ONONDAGA COUNTY, AT FABIUS HILLS FARMS, 90 FEET SOUTH OF THE
 NA1533'SOUTHWEST CORNER OF A LARGE 2-STORY WHITE FARMHOUSE, 42 FEET WEST OF
 NA1533'THE CENTERLINE OF THE ROAD, 19 FEET SOUTH OF THE CENTERLINE OF A
 NA1533'PRIVATE DRIVE, AND 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0030 ***********************************************************************
 PH0030  DESIGNATION -  E 29
 PH0030  PID         -  PH0030
 PH0030  STATE/COUNTY-  NY/FRANKLIN
 PH0030  USGS QUAD   -  CHASM FALLS (1980)
 PH0030
 PH0030                         *CURRENT SURVEY CONTROL
 PH0030  ___________________________________________________________________
 PH0030* NAD 83(1986)-  44 45 13.     (N)    074 11 31.     (W)     SCALED    
 PH0030* NAVD 88     -       423.120  (meters)    1388.19   (feet)  ADJUSTED  
 PH0030  ___________________________________________________________________
 PH0030  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 PH0030  DYNAMIC HT  -         423.076 (meters)    1388.04  (feet)  COMP
 PH0030  MODELED GRAV-     980,501.1   (mgal)                       NAVD 88
 PH0030
 PH0030  VERT ORDER  -  FIRST     CLASS II
 PH0030
 PH0030.The horizontal coordinates were scaled from a topographic map and have
 PH0030.an estimated accuracy of +/- 6 seconds.
 PH0030
 PH0030.The orthometric height was determined by differential leveling
 PH0030.and adjusted by the National Geodetic Survey in June 1991..
 PH0030
 PH0030.The geoid height was determined by GEOID03.
 PH0030
 PH0030.The dynamic height is computed by dividing the NAVD 88
 PH0030.geopotential number by the normal gravity value computed on the
 PH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0030.degrees latitude (g = 980.6199 gals.).
 PH0030
 PH0030.The modeled gravity was interpolated from observed gravity values.
 PH0030
 PH0030;                    North         East    Units  Estimated Accuracy
 PH0030;SPC NY E     -   657,540.      174,390.      MT  (+/- 180 meters Scaled)
 PH0030
 PH0030                          SUPERSEDED SURVEY CONTROL
 PH0030
 PH0030  NGVD 29 (??/??/92)  423.168  (m)         1388.34   (f) ADJ UNCH    1 2
 PH0030
 PH0030.Superseded values are not recommended for survey control.
 PH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0030.See file dsdata.txt to determine how the superseded data were derived.
 PH0030
 PH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ639558(NAD 83)
 PH0030_MARKER: DB = BENCH MARK DISK
 PH0030_SETTING: 80 = SET IN A BOULDER
 PH0030_SP_SET: BOULDER
 PH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0030+STABILITY: SURFACE MOTION
 PH0030
 PH0030  HISTORY     - Date     Condition        Report By
 PH0030  HISTORY     - UNK      MONUMENTED       CGS
 PH0030  HISTORY     - 1931     GOOD             NGS
 PH0030  HISTORY     - 1963     MARK NOT FOUND   USGS
 PH0030
 PH0030                          STATION DESCRIPTION
 PH0030
 PH0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 PH0030'1.5 MI N FROM OWLS HEAD.
 PH0030'ON THE RIGHT-OF-WAY OF THE NEW YORK CENTRAL RAILROAD.  37.3 FEET EAST
 PH0030'OF THE EAST RAIL.  28.8 FEET NEXN OF TELEGRAPH POLE 164-27.  10.6 FEET
 PH0030'WEST OF THE EAST RIGHT-OF-WAY FENCE. IN TOP OF BOULDER 5 FEET IN
 PH0030'DIAMETER AND 1.5 FEET ABOVE GROUND LEVEL.
 PH0030
 PH0030                          STATION RECOVERY (1963)
 PH0030
 PH0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PH0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1171 ***********************************************************************
 OE1171  DESIGNATION -  E 290
 OE1171  PID         -  OE1171
 OE1171  STATE/COUNTY-  NY/ONEIDA
 OE1171  USGS QUAD   -  VERNON (1955)
 OE1171
 OE1171                         *CURRENT SURVEY CONTROL
 OE1171  ___________________________________________________________________
 OE1171* NAD 83(1986)-  43 04 39.     (N)    075 34 44.     (W)     SCALED    
 OE1171* NAVD 88     -       166.356  (meters)     545.79   (feet)  ADJUSTED  
 OE1171  ___________________________________________________________________
 OE1171  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 OE1171  DYNAMIC HT  -         166.312 (meters)     545.64  (feet)  COMP
 OE1171  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 OE1171
 OE1171  VERT ORDER  -  SECOND    CLASS 0
 OE1171
 OE1171.The horizontal coordinates were scaled from a topographic map and have
 OE1171.an estimated accuracy of +/- 6 seconds.
 OE1171
 OE1171.The orthometric height was determined by differential leveling
 OE1171.and adjusted by the National Geodetic Survey in June 1991..
 OE1171
 OE1171.The geoid height was determined by GEOID03.
 OE1171
 OE1171.The dynamic height is computed by dividing the NAVD 88
 OE1171.geopotential number by the normal gravity value computed on the
 OE1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1171.degrees latitude (g = 980.6199 gals.).
 OE1171
 OE1171.The modeled gravity was interpolated from observed gravity values.
 OE1171
 OE1171;                    North         East    Units  Estimated Accuracy
 OE1171;SPC NY C     -   342,270.      331,800.      MT  (+/- 180 meters Scaled)
 OE1171
 OE1171                          SUPERSEDED SURVEY CONTROL
 OE1171
 OE1171  NGVD 29 (??/??/92)  166.521  (m)          546.33   (f) ADJ UNCH    2 0
 OE1171
 OE1171.Superseded values are not recommended for survey control.
 OE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE1171.See file dsdata.txt to determine how the superseded data were derived.
 OE1171
 OE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN528695(NAD 83)
 OE1171_MARKER: DB = BENCH MARK DISK
 OE1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE1171_SP_SET: WALL
 OE1171_STAMPING: E 290 1942
 OE1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE1171
 OE1171  HISTORY     - Date     Condition        Report By
 OE1171  HISTORY     - 1942     MONUMENTED       CGS
 OE1171
 OE1171                          STATION DESCRIPTION
 OE1171
 OE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE1171'1.0 MI E FROM SHERRILL.
 OE1171'1.0 MILE EAST ALONG STATE HIGHWAY NO. 5 FROM THE CITY OFFICE BUILDING
 OE1171'AT SHERRILL, ABOUT 50 YARDS NORTH OF AND ACROSS A RAILROAD TRACK FROM
 OE1171'THE HIGHWAY, AT THE ABANDONED THIRD RAIL POWER HOUSE. A DISK, SET
 OE1171'VERTICALLY, IN THE SOUTH BRICK WALL, 2.0 FEET ABOVE THE GROUND, AND
 OE1171'1.3 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1561 ***********************************************************************
 NA1561  DESIGNATION -  E 291
 NA1561  PID         -  NA1561
 NA1561  STATE/COUNTY-  NY/MADISON
 NA1561  USGS QUAD   -  MORRISVILLE (1943)
 NA1561
 NA1561                         *CURRENT SURVEY CONTROL
 NA1561  ___________________________________________________________________
 NA1561* NAD 83(1986)-  42 57 55.     (N)    075 44 40.     (W)     SCALED    
 NA1561* NAVD 88     -       506.746  (meters)    1662.55   (feet)  ADJUSTED  
 NA1561  ___________________________________________________________________
 NA1561  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 NA1561  DYNAMIC HT  -         506.594 (meters)    1662.05  (feet)  COMP
 NA1561  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 NA1561
 NA1561  VERT ORDER  -  SECOND    CLASS 0
 NA1561
 NA1561.The horizontal coordinates were scaled from a topographic map and have
 NA1561.an estimated accuracy of +/- 6 seconds.
 NA1561
 NA1561.The orthometric height was determined by differential leveling
 NA1561.and adjusted by the National Geodetic Survey in June 1991..
 NA1561
 NA1561.The geoid height was determined by GEOID03.
 NA1561
 NA1561.The dynamic height is computed by dividing the NAVD 88
 NA1561.geopotential number by the normal gravity value computed on the
 NA1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1561.degrees latitude (g = 980.6199 gals.).
 NA1561
 NA1561.The modeled gravity was interpolated from observed gravity values.
 NA1561
 NA1561;                    North         East    Units  Estimated Accuracy
 NA1561;SPC NY C     -   329,650.      318,440.      MT  (+/- 180 meters Scaled)
 NA1561
 NA1561                          SUPERSEDED SURVEY CONTROL
 NA1561
 NA1561  NGVD 29 (??/??/92)  506.880  (m)         1662.99   (f) ADJ UNCH    2 0
 NA1561
 NA1561.Superseded values are not recommended for survey control.
 NA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1561.See file dsdata.txt to determine how the superseded data were derived.
 NA1561
 NA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN392572(NAD 83)
 NA1561_MARKER: DB = BENCH MARK DISK
 NA1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1561_STAMPING: E 291 1942
 NA1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1561+STABILITY: SURFACE MOTION
 NA1561
 NA1561  HISTORY     - Date     Condition        Report By
 NA1561  HISTORY     - 1942     MONUMENTED       CGS
 NA1561
 NA1561                          STATION DESCRIPTION
 NA1561
 NA1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1561'3.2 MI W FROM PETERBORO.
 NA1561'0.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE PETERBORO UNION SCHOOL
 NA1561'AT PETERBORO, THENCE 2.9 MILES WEST ALONG A NARROW CONCRETE ROAD,
 NA1561'ACROSS THE
 NA1561'ROAD FROM THE SOUTHEAST CORNER OF AN OLD APPLE ORCHARD, ALONG A FENCE
 NA1561'LINE, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.5 FEET WEST OF
 NA1561'A FENCE, AND 1 FOOT NORTH OF A REFERENCE POST.  A DISK, SET IN THE
 NA1561'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0064 ***********************************************************************
 LY0064  DESIGNATION -  E 292
 LY0064  PID         -  LY0064
 LY0064  STATE/COUNTY-  NY/ULSTER
 LY0064  USGS QUAD   -  ASHOKAN (1964)
 LY0064
 LY0064                         *CURRENT SURVEY CONTROL
 LY0064  ___________________________________________________________________
 LY0064* NAD 83(1986)-  41 55 16.     (N)    074 14 56.     (W)     SCALED    
 LY0064* NAVD 88     -       239.324  (meters)     785.18   (feet)  ADJUSTED  
 LY0064  ___________________________________________________________________
 LY0064  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LY0064  DYNAMIC HT  -         239.235 (meters)     784.89  (feet)  COMP
 LY0064  MODELED GRAV-     980,244.9   (mgal)                       NAVD 88
 LY0064
 LY0064  VERT ORDER  -  SECOND    CLASS 0
 LY0064
 LY0064.The horizontal coordinates were scaled from a topographic map and have
 LY0064.an estimated accuracy of +/- 6 seconds.
 LY0064
 LY0064.The orthometric height was determined by differential leveling
 LY0064.and adjusted by the National Geodetic Survey in June 1991..
 LY0064
 LY0064.The geoid height was determined by GEOID03.
 LY0064
 LY0064.The dynamic height is computed by dividing the NAVD 88
 LY0064.geopotential number by the normal gravity value computed on the
 LY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0064.degrees latitude (g = 980.6199 gals.).
 LY0064
 LY0064.The modeled gravity was interpolated from observed gravity values.
 LY0064
 LY0064;                    North         East    Units  Estimated Accuracy
 LY0064;SPC NY E     -   342,870.      170,830.      MT  (+/- 180 meters Scaled)
 LY0064
 LY0064                          SUPERSEDED SURVEY CONTROL
 LY0064
 LY0064  NGVD 29 (??/??/92)  239.541  (m)          785.89   (f) ADJ UNCH    2 0
 LY0064
 LY0064.Superseded values are not recommended for survey control.
 LY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0064.See file dsdata.txt to determine how the superseded data were derived.
 LY0064
 LY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM622412(NAD 83)
 LY0064_MARKER: DB = BENCH MARK DISK
 LY0064_SETTING: 80 = SET IN A BOULDER
 LY0064_SP_SET: BOULDER
 LY0064_STAMPING: E 292 1942
 LY0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0064+STABILITY: SURFACE MOTION
 LY0064
 LY0064  HISTORY     - Date     Condition        Report By
 LY0064  HISTORY     - 1942     MONUMENTED       CGS
 LY0064
 LY0064                          STATION DESCRIPTION
 LY0064
 LY0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0064'3.8 MI NE FROM SAMSONVILLE.
 LY0064'3.8 MILES NORTHEAST ALONG A MACADAM ROAD FROM THE METHODIST CHURCH
 LY0064'AT SAMSONVILLE, ULSTER COUNTY, 16.5 FEET NORTHWEST OF THE CENTERLINE
 LY0064'OF THE ROAD, 31.4 FEET WEST ACROSS THE ROAD FROM A 12-INCH
 LY0064'HICKORY TREE, 17.1 FEET SOUTHWEST OF A BLAZED MAPLE TREE, IN
 LY0064'THE TOP OF A BOULDER, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 LY0064'STAMPED E 292 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1089 ***********************************************************************
 NA1089  DESIGNATION -  E 294
 NA1089  PID         -  NA1089
 NA1089  STATE/COUNTY-  NY/OTSEGO
 NA1089  USGS QUAD   -  SCHUYLER LAKE (1981)
 NA1089
 NA1089                         *CURRENT SURVEY CONTROL
 NA1089  ___________________________________________________________________
 NA1089* NAD 83(1986)-  42 51 29.     (N)    075 06 55.     (W)     SCALED    
 NA1089* NAVD 88     -       446.996  (meters)    1466.52   (feet)  ADJUSTED  
 NA1089  ___________________________________________________________________
 NA1089  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 NA1089  DYNAMIC HT  -         446.850 (meters)    1466.04  (feet)  COMP
 NA1089  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 NA1089
 NA1089  VERT ORDER  -  SECOND    CLASS 0
 NA1089
 NA1089.The horizontal coordinates were scaled from a topographic map and have
 NA1089.an estimated accuracy of +/- 6 seconds.
 NA1089
 NA1089.The orthometric height was determined by differential leveling
 NA1089.and adjusted by the National Geodetic Survey in June 1991..
 NA1089
 NA1089.The geoid height was determined by GEOID03.
 NA1089
 NA1089.The dynamic height is computed by dividing the NAVD 88
 NA1089.geopotential number by the normal gravity value computed on the
 NA1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1089.degrees latitude (g = 980.6199 gals.).
 NA1089
 NA1089.The modeled gravity was interpolated from observed gravity values.
 NA1089
 NA1089;                    North         East    Units  Estimated Accuracy
 NA1089;SPC NY E     -   447,090.       99,720.      MT  (+/- 180 meters Scaled)
 NA1089
 NA1089                          SUPERSEDED SURVEY CONTROL
 NA1089
 NA1089  NGVD 29 (??/??/92)  447.128  (m)         1466.95   (f) ADJ UNCH    2 0
 NA1089
 NA1089.Superseded values are not recommended for survey control.
 NA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1089.See file dsdata.txt to determine how the superseded data were derived.
 NA1089
 NA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN905450(NAD 83)
 NA1089_MARKER: DB = BENCH MARK DISK
 NA1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1089_STAMPING: E 294 1942
 NA1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1089+STABILITY: SURFACE MOTION
 NA1089
 NA1089  HISTORY     - Date     Condition        Report By
 NA1089  HISTORY     - 1942     MONUMENTED       CGS
 NA1089
 NA1089                          STATION DESCRIPTION
 NA1089
 NA1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1089'3.9 MI SE FROM EAST WINFIELD.
 NA1089'0.3 MILE WEST ALONG U.S. HIGHWAY NO. 20 FROM AN INTERSECTION OF U. S.
 NA1089'HIGHWAY NO. 20 AND STATE HIGHWAY NO. 51 AT EAST WINFIELD, THENCE 2.9
 NA1089'MILES SOUTHEAST ALONG A BLACK TOP ROAD, THENCE 0.7 MILE SOUTHWEST
 NA1089'ALONG A GRAVEL ROAD, AT A T INTERSECTION OF THE GRAVEL ROAD AND A
 NA1089'DIRT ROAD LEADING SOUTHEAST, 29 FEET NORTHWEST OF THE CENTER LINE OF
 NA1089'THE GRAVEL ROAD AT THE POINT OF INTERSECTION, 2 FEET SOUTHEAST OF A
 NA1089'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF A REFERENCE POST.  A
 NA1089'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1104 ***********************************************************************
 NA1104  DESIGNATION -  E 295
 NA1104  PID         -  NA1104
 NA1104  STATE/COUNTY-  NY/HERKIMER
 NA1104  USGS QUAD   -  WEST WINFIELD (1981)
 NA1104
 NA1104                         *CURRENT SURVEY CONTROL
 NA1104  ___________________________________________________________________
 NA1104* NAD 83(1986)-  42 52 47.     (N)    075 12 42.     (W)     SCALED    
 NA1104* NAVD 88     -       370.599  (meters)    1215.87   (feet)  ADJUSTED  
 NA1104  ___________________________________________________________________
 NA1104  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 NA1104  DYNAMIC HT  -         370.484 (meters)    1215.50  (feet)  COMP
 NA1104  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 NA1104
 NA1104  VERT ORDER  -  SECOND    CLASS 0
 NA1104
 NA1104.The horizontal coordinates were scaled from a topographic map and have
 NA1104.an estimated accuracy of +/- 6 seconds.
 NA1104
 NA1104.The orthometric height was determined by differential leveling
 NA1104.and adjusted by the National Geodetic Survey in June 1991..
 NA1104
 NA1104.The geoid height was determined by GEOID03.
 NA1104
 NA1104.The dynamic height is computed by dividing the NAVD 88
 NA1104.geopotential number by the normal gravity value computed on the
 NA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1104.degrees latitude (g = 980.6199 gals.).
 NA1104
 NA1104.The modeled gravity was interpolated from observed gravity values.
 NA1104
 NA1104;                    North         East    Units  Estimated Accuracy
 NA1104;SPC NY E     -   449,560.       91,860.      MT  (+/- 180 meters Scaled)
 NA1104
 NA1104                          SUPERSEDED SURVEY CONTROL
 NA1104
 NA1104  NGVD 29 (??/??/92)  370.726  (m)         1216.29   (f) ADJ UNCH    2 0
 NA1104
 NA1104.Superseded values are not recommended for survey control.
 NA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1104.See file dsdata.txt to determine how the superseded data were derived.
 NA1104
 NA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN827474(NAD 83)
 NA1104_MARKER: DB = BENCH MARK DISK
 NA1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1104_SP_SET: CULVERT
 NA1104_STAMPING: E 295 1942
 NA1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1104
 NA1104  HISTORY     - Date     Condition        Report By
 NA1104  HISTORY     - 1942     MONUMENTED       CGS
 NA1104  HISTORY     - 1982     MARK NOT FOUND   NGS
 NA1104
 NA1104                          STATION DESCRIPTION
 NA1104
 NA1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1104'1.2 MI W FROM WEST WINFIELD.
 NA1104'1.2 MILES WEST ALONG U. S. HIGHWAY NO. 20 FROM THE FIRST BAPTIST
 NA1104'CHURCH AT WEST WINFIELD, AT A 5-BY-5 FOOT CONCRETE BOX CULVERT.  A
 NA1104'DISK, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL, 28 FEET
 NA1104'SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 NA1104
 NA1104                          STATION RECOVERY (1982)
 NA1104
 NA1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1104'NOT RECOVERED, COULD NOT FIND A CULVERT AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0163 ***********************************************************************
 NA0163  DESIGNATION -  E 296
 NA0163  PID         -  NA0163
 NA0163  STATE/COUNTY-  NY/SCHOHARIE
 NA0163  USGS QUAD   -  GALLUPVILLE (1978)
 NA0163
 NA0163                         *CURRENT SURVEY CONTROL
 NA0163  ___________________________________________________________________
 NA0163* NAD 83(1986)-  42 39 00.     (N)    074 12 30.     (W)     SCALED    
 NA0163* NAVD 88     -       247.056  (meters)     810.55   (feet)  ADJUSTED  
 NA0163  ___________________________________________________________________
 NA0163  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 NA0163  DYNAMIC HT  -         246.978 (meters)     810.29  (feet)  COMP
 NA0163  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 NA0163
 NA0163  VERT ORDER  -  SECOND    CLASS 0
 NA0163
 NA0163.The horizontal coordinates were scaled from a topographic map and have
 NA0163.an estimated accuracy of +/- 6 seconds.
 NA0163
 NA0163.The orthometric height was determined by differential leveling
 NA0163.and adjusted by the National Geodetic Survey in June 1991..
 NA0163
 NA0163.The geoid height was determined by GEOID03.
 NA0163
 NA0163.The dynamic height is computed by dividing the NAVD 88
 NA0163.geopotential number by the normal gravity value computed on the
 NA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0163.degrees latitude (g = 980.6199 gals.).
 NA0163
 NA0163.The modeled gravity was interpolated from observed gravity values.
 NA0163
 NA0163;                    North         East    Units  Estimated Accuracy
 NA0163;SPC NY E     -   423,840.      173,920.      MT  (+/- 180 meters Scaled)
 NA0163
 NA0163                          SUPERSEDED SURVEY CONTROL
 NA0163
 NA0163  NGVD 29 (??/??/92)  247.209  (m)          811.05   (f) ADJ UNCH    2 0
 NA0163
 NA0163.Superseded values are not recommended for survey control.
 NA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0163.See file dsdata.txt to determine how the superseded data were derived.
 NA0163
 NA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN648222(NAD 83)
 NA0163_MARKER: DB = BENCH MARK DISK
 NA0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0163_SP_SET: BRIDGE
 NA0163_STAMPING: E 296 1942
 NA0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0163+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 NA0163
 NA0163  HISTORY     - Date     Condition        Report By
 NA0163  HISTORY     - 1942     MONUMENTED       CGS
 NA0163  HISTORY     - 20020828 GOOD             NYSS
 NA0163
 NA0163                          STATION DESCRIPTION
 NA0163
 NA0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0163'1.9 MI SE FROM GALLUPVILLE.
 NA0163'ABOUT 1.9 MILES SOUTHEAST ALONG HIGHWAY NO. 43 FROM THE BRIDGE OVER
 NA0163'KING CREEK AT GALLUPVILLE, 18 FEET EAST OF THE CENTER LINE OF THE
 NA0163'HIGHWAY, AT THE SOUTHEAST END OF A RETAINING WALL ALONG FOX CREEK, A
 NA0163'U.S.C. AND G.S. DISK SET IN THE RETAINING WALL, ABOUT 3.5 FEET HIGHER
 NA0163'THAN THE ROAD.
 NA0163
 NA0163                          STATION RECOVERY (2002)
 NA0163
 NA0163'RECOVERY NOTE BY NEW YORK STATE SURVEY 2002 (RLC)
 NA0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1650 ***********************************************************************
 NA1650  DESIGNATION -  E 297
 NA1650  PID         -  NA1650
 NA1650  STATE/COUNTY-  NY/CHENANGO
 NA1650  USGS QUAD   -  EARLVILLE (1943)
 NA1650
 NA1650                         *CURRENT SURVEY CONTROL
 NA1650  ___________________________________________________________________
 NA1650* NAD 83(1986)-  42 41 20.     (N)    075 34 58.     (W)     SCALED    
 NA1650* NAVD 88     -       370.659  (meters)    1216.07   (feet)  ADJUSTED  
 NA1650  ___________________________________________________________________
 NA1650  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 NA1650  DYNAMIC HT  -         370.539 (meters)    1215.68  (feet)  COMP
 NA1650  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 NA1650
 NA1650  VERT ORDER  -  SECOND    CLASS 0
 NA1650
 NA1650.The horizontal coordinates were scaled from a topographic map and have
 NA1650.an estimated accuracy of +/- 6 seconds.
 NA1650
 NA1650.The orthometric height was determined by differential leveling
 NA1650.and adjusted by the National Geodetic Survey in June 1991..
 NA1650
 NA1650.The geoid height was determined by GEOID03.
 NA1650
 NA1650.The dynamic height is computed by dividing the NAVD 88
 NA1650.geopotential number by the normal gravity value computed on the
 NA1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1650.degrees latitude (g = 980.6199 gals.).
 NA1650
 NA1650.The modeled gravity was interpolated from observed gravity values.
 NA1650
 NA1650;                    North         East    Units  Estimated Accuracy
 NA1650;SPC NY C     -   299,100.      331,990.      MT  (+/- 180 meters Scaled)
 NA1650
 NA1650                          SUPERSEDED SURVEY CONTROL
 NA1650
 NA1650  NGVD 29 (??/??/92)  370.775  (m)         1216.45   (f) ADJ UNCH    2 0
 NA1650
 NA1650.Superseded values are not recommended for survey control.
 NA1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1650.See file dsdata.txt to determine how the superseded data were derived.
 NA1650
 NA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN522264(NAD 83)
 NA1650_MARKER: DB = BENCH MARK DISK
 NA1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1650_STAMPING: E 297 1942
 NA1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1650+STABILITY: SURFACE MOTION
 NA1650
 NA1650  HISTORY     - Date     Condition        Report By
 NA1650  HISTORY     - 1942     MONUMENTED       CGS
 NA1650
 NA1650                          STATION DESCRIPTION
 NA1650
 NA1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1650'0.7 MI NW FROM SMYRNA.
 NA1650'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT
 NA1650'SMYRNA, CHENANGO COUNTY, 6 FEET NORTHWEST OF POLE 504 NEAR A PASTURE,
 NA1650'36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHEAST
 NA1650'OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTHEAST OF A WITNESS POST, AND 3
 NA1650'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 297 1942 AND
 NA1650'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1056 ***********************************************************************
 NA1056  DESIGNATION -  E 298
 NA1056  PID         -  NA1056
 NA1056  STATE/COUNTY-  NY/MADISON
 NA1056  USGS QUAD   -  HUBBARDSVILLE (1943)
 NA1056
 NA1056                         *CURRENT SURVEY CONTROL
 NA1056  ___________________________________________________________________
 NA1056* NAD 83(1986)-  42 45 55.     (N)    075 23 34.     (W)     SCALED    
 NA1056* NAVD 88     -       563.804  (meters)    1849.75   (feet)  ADJUSTED  
 NA1056  ___________________________________________________________________
 NA1056  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NA1056  DYNAMIC HT  -         563.615 (meters)    1849.13  (feet)  COMP
 NA1056  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 NA1056
 NA1056  VERT ORDER  -  SECOND    CLASS 0
 NA1056
 NA1056.The horizontal coordinates were scaled from a topographic map and have
 NA1056.an estimated accuracy of +/- 6 seconds.
 NA1056
 NA1056.The orthometric height was determined by differential leveling
 NA1056.and adjusted by the National Geodetic Survey in June 1991..
 NA1056
 NA1056.The geoid height was determined by GEOID03.
 NA1056
 NA1056.The dynamic height is computed by dividing the NAVD 88
 NA1056.geopotential number by the normal gravity value computed on the
 NA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1056.degrees latitude (g = 980.6199 gals.).
 NA1056
 NA1056.The modeled gravity was interpolated from observed gravity values.
 NA1056
 NA1056;                    North         East    Units  Estimated Accuracy
 NA1056;SPC NY C     -   307,780.      347,440.      MT  (+/- 180 meters Scaled)
 NA1056
 NA1056                          SUPERSEDED SURVEY CONTROL
 NA1056
 NA1056  NGVD 29 (??/??/92)  563.920  (m)         1850.13   (f) ADJ UNCH    2 0
 NA1056
 NA1056.Superseded values are not recommended for survey control.
 NA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1056.See file dsdata.txt to determine how the superseded data were derived.
 NA1056
 NA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN678348(NAD 83)
 NA1056_MARKER: DB = BENCH MARK DISK
 NA1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1056_STAMPING: E 298 1942
 NA1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1056+STABILITY: SURFACE MOTION
 NA1056
 NA1056  HISTORY     - Date     Condition        Report By
 NA1056  HISTORY     - 1942     MONUMENTED       CGS
 NA1056
 NA1056                          STATION DESCRIPTION
 NA1056
 NA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1056'5.7 MI SW FROM BROOKFIELD.
 NA1056'5.7 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 NA1056'BROOKFIELD, MADISON COUNTY, 0.2 MILE SOUTH OF A T-ROAD, AT THE SUMMIT
 NA1056'OF A HILL, AT THE EDGE OF YOUNG PINE AND CEDAR TREES, 34 FEET WEST OF
 NA1056'THE CENTER LINE OF THE ROAD, AND 0.6 FOOT EAST OF A WITNESS POST.  A
 NA1056'STANDARD DISK, STAMPED E 298 1942 AND IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1381 ***********************************************************************
 NA1381  DESIGNATION -  E 299
 NA1381  PID         -  NA1381
 NA1381  STATE/COUNTY-  NY/DELAWARE
 NA1381  USGS QUAD   -  FRANKLIN (1982)
 NA1381
 NA1381                         *CURRENT SURVEY CONTROL
 NA1381  ___________________________________________________________________
 NA1381* NAD 83(1986)-  42 19 48.     (N)    075 10 16.     (W)     SCALED    
 NA1381* NAVD 88     -       375.031  (meters)    1230.41   (feet)  ADJUSTED  
 NA1381  ___________________________________________________________________
 NA1381  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 NA1381  DYNAMIC HT  -         374.896 (meters)    1229.97  (feet)  COMP
 NA1381  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 NA1381
 NA1381  VERT ORDER  -  SECOND    CLASS 0
 NA1381
 NA1381.The horizontal coordinates were scaled from a topographic map and have
 NA1381.an estimated accuracy of +/- 6 seconds.
 NA1381
 NA1381.The orthometric height was determined by differential leveling
 NA1381.and adjusted by the National Geodetic Survey in June 1991..
 NA1381
 NA1381.The geoid height was determined by GEOID03.
 NA1381
 NA1381.The dynamic height is computed by dividing the NAVD 88
 NA1381.geopotential number by the normal gravity value computed on the
 NA1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1381.degrees latitude (g = 980.6199 gals.).
 NA1381
 NA1381.The modeled gravity was interpolated from observed gravity values.
 NA1381
 NA1381;                    North         East    Units  Estimated Accuracy
 NA1381;SPC NY E     -   388,470.       94,690.      MT  (+/- 180 meters Scaled)
 NA1381
 NA1381                          SUPERSEDED SURVEY CONTROL
 NA1381
 NA1381  NGVD 29 (??/??/92)  375.154  (m)         1230.82   (f) ADJ UNCH    2 0
 NA1381
 NA1381.Superseded values are not recommended for survey control.
 NA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1381.See file dsdata.txt to determine how the superseded data were derived.
 NA1381
 NA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM859864(NAD 83)
 NA1381_MARKER: DB = BENCH MARK DISK
 NA1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1381_SP_SET: CONCRETE BASE
 NA1381_STAMPING: E-299 1942
 NA1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1381
 NA1381  HISTORY     - Date     Condition        Report By
 NA1381  HISTORY     - 1942     MONUMENTED       CGS
 NA1381  HISTORY     - 1965     GOOD             LOCSUR
 NA1381
 NA1381                          STATION DESCRIPTION
 NA1381
 NA1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1381'0.8 MI S FROM FRANKLIN.
 NA1381'0.8 MILE SOUTH ALONG STATE HIGHWAY NO. 7 B FROM THE POST OFFICE AT
 NA1381'FRANKLIN, SET IN THE NORTH CORNER OF THE 5 FT. X 5 FT. CONCRETE BASE
 NA1381'OF THE RICHFIELD GAS PUMP, 60 FEET NORTHEAST OF THE NORTH CORNER OF
 NA1381'THE STATION BUILDING, 34 FEET WEST OF THE CENTER-LINE OF THE ROAD
 NA1381'LEADING TO WALTON, 32 FEET SOUTHEAST OF THE CENTER-LINE OF THE
 NA1381'HIGHWAY.  A BENCH MARK DISK.
 NA1381
 NA1381                          STATION RECOVERY (1965)
 NA1381
 NA1381'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 NA1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0328 ***********************************************************************
 PH0328  DESIGNATION -  E 30
 PH0328  PID         -  PH0328
 PH0328  STATE/COUNTY-  NY/ST LAWRENCE
 PH0328  USGS QUAD   -  
 PH0328
 PH0328                         *CURRENT SURVEY CONTROL
 PH0328  ___________________________________________________________________
 PH0328* NAD 83(1986)-  44 09 32.     (N)    074 37 05.     (W)     SCALED    
 PH0328* NAVD 88     -       534.531  (meters)    1753.71   (feet)  ADJUSTED  
 PH0328  ___________________________________________________________________
 PH0328  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH0328  DYNAMIC HT  -         534.425 (meters)    1753.36  (feet)  COMP
 PH0328  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 PH0328
 PH0328  VERT ORDER  -  FIRST     CLASS I
 PH0328
 PH0328.The horizontal coordinates were scaled from a topographic map and have
 PH0328.an estimated accuracy of +/- 6 seconds.
 PH0328
 PH0328.The orthometric height was determined by differential leveling
 PH0328.and adjusted by the National Geodetic Survey in June 1991..
 PH0328
 PH0328.The geoid height was determined by GEOID03.
 PH0328
 PH0328.The dynamic height is computed by dividing the NAVD 88
 PH0328.geopotential number by the normal gravity value computed on the
 PH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0328.degrees latitude (g = 980.6199 gals.).
 PH0328
 PH0328.The modeled gravity was interpolated from observed gravity values.
 PH0328
 PH0328;                    North         East    Units  Estimated Accuracy
 PH0328;SPC NY E     -   591,420.      140,560.      MT  (+/- 180 meters Scaled)
 PH0328
 PH0328                          SUPERSEDED SURVEY CONTROL
 PH0328
 PH0328  NGVD 29 (??/??/92)  534.568  (m)         1753.83   (f) ADJ UNCH    1 1
 PH0328
 PH0328.Superseded values are not recommended for survey control.
 PH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0328.See file dsdata.txt to determine how the superseded data were derived.
 PH0328
 PH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP305895(NAD 83)
 PH0328_MARKER: DB = BENCH MARK DISK
 PH0328_SETTING: 66 = SET IN ROCK OUTCROP
 PH0328_SP_SET: BEDROCK
 PH0328_STAMPING: E 30 1931
 PH0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0328+STABILITY: POSITION/ELEVATION WELL
 PH0328
 PH0328  HISTORY     - Date     Condition        Report By
 PH0328  HISTORY     - 1931     MONUMENTED       CGS
 PH0328  HISTORY     - 1975     GOOD             NGS
 PH0328
 PH0328                          STATION DESCRIPTION
 PH0328
 PH0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0328'12.20 MI SW FROM TUPPER LAKE.
 PH0328'ABOUT 12.20 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 PH0328'THE CROSSING OF STATE HIGHWAY 3 AT TUPPER LAKE, 63.0 FEET SOUTHEAST OF
 PH0328'MILE POST H 102, 46.3 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF
 PH0328'OUTCROPPING BEDROCK, ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0155 ***********************************************************************
 NA0155  DESIGNATION -  E 301
 NA0155  PID         -  NA0155
 NA0155  STATE/COUNTY-  NY/ALBANY
 NA0155  USGS QUAD   -  ALTAMONT (1980)
 NA0155
 NA0155                         *CURRENT SURVEY CONTROL
 NA0155  ___________________________________________________________________
 NA0155* NAD 83(1986)-  42 42 19.     (N)    074 00 59.     (W)     SCALED    
 NA0155* NAVD 88     -       108.146  (meters)     354.81   (feet)  ADJUSTED  
 NA0155  ___________________________________________________________________
 NA0155  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 NA0155  DYNAMIC HT  -         108.114 (meters)     354.70  (feet)  COMP
 NA0155  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 NA0155
 NA0155  VERT ORDER  -  SECOND    CLASS 0
 NA0155
 NA0155.The horizontal coordinates were scaled from a topographic map and have
 NA0155.an estimated accuracy of +/- 6 seconds.
 NA0155
 NA0155.The orthometric height was determined by differential leveling
 NA0155.and adjusted by the National Geodetic Survey in June 1991..
 NA0155
 NA0155.The geoid height was determined by GEOID03.
 NA0155
 NA0155.The dynamic height is computed by dividing the NAVD 88
 NA0155.geopotential number by the normal gravity value computed on the
 NA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0155.degrees latitude (g = 980.6199 gals.).
 NA0155
 NA0155.The modeled gravity was interpolated from observed gravity values.
 NA0155
 NA0155;                    North         East    Units  Estimated Accuracy
 NA0155;SPC NY E     -   430,050.      189,620.      MT  (+/- 180 meters Scaled)
 NA0155
 NA0155                          SUPERSEDED SURVEY CONTROL
 NA0155
 NA0155  NGVD 29 (??/??/92)  108.312  (m)          355.35   (f) ADJ UNCH    2 0
 NA0155
 NA0155.Superseded values are not recommended for survey control.
 NA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0155.See file dsdata.txt to determine how the superseded data were derived.
 NA0155
 NA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN805285(NAD 83)
 NA0155_MARKER: DB = BENCH MARK DISK
 NA0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0155_SP_SET: BRIDGE
 NA0155_STAMPING: E 301 1942
 NA0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0155
 NA0155  HISTORY     - Date     Condition        Report By
 NA0155  HISTORY     - 1942     MONUMENTED       CGS
 NA0155  HISTORY     - 19970901 MARK NOT FOUND   NYDT
 NA0155  HISTORY     - 19981008 MARK NOT FOUND   USPSQD
 NA0155  HISTORY     - 19981103 POOR             USPSQD
 NA0155
 NA0155                          STATION DESCRIPTION
 NA0155
 NA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0155'0.9 MI E FROM ALTAMONT.
 NA0155'ABOUT 0.9 MILES EAST ALONG HIGHWAY NO. 146 FROM THE DELAWARE AND
 NA0155'HUDSON RAILROAD STATION AT ALTAMONT, A U.S.C. AND G.S. DISK SET IN
 NA0155'THE TOP OF THE SOUTHWEST WING WALL OF HIGHWAY BRIDGE NO. 177 B 1,
 NA0155'OVER BLACK CREEK.
 NA0155
 NA0155                          STATION RECOVERY (1997)
 NA0155
 NA0155'RECOVERY NOTE BY NY DEPT OF TRANSP 1997 (JF)
 NA0155'MARK NOT FOUND.
 NA0155
 NA0155                          STATION RECOVERY (1998)
 NA0155
 NA0155'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0155'MARK NOT FOUND.
 NA0155
 NA0155                          STATION RECOVERY (1998)
 NA0155
 NA0155'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA0155'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0113 ***********************************************************************
 NA0113  DESIGNATION -  E 303
 NA0113  PID         -  NA0113
 NA0113  STATE/COUNTY-  NY/SCHENECTADY
 NA0113  USGS QUAD   -  DUANESBURG (1978)
 NA0113
 NA0113                         *CURRENT SURVEY CONTROL
 NA0113  ___________________________________________________________________
 NA0113* NAD 83(1986)-  42 49 47.     (N)    074 11 52.     (W)     SCALED    
 NA0113* NAVD 88     -       315.869  (meters)    1036.31   (feet)  ADJUSTED  
 NA0113  ___________________________________________________________________
 NA0113  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 NA0113  DYNAMIC HT  -         315.774 (meters)    1036.00  (feet)  COMP
 NA0113  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 NA0113
 NA0113  VERT ORDER  -  SECOND    CLASS 0
 NA0113
 NA0113.The horizontal coordinates were scaled from a topographic map and have
 NA0113.an estimated accuracy of +/- 6 seconds.
 NA0113
 NA0113.The orthometric height was determined by differential leveling
 NA0113.and adjusted by the National Geodetic Survey in June 1991..
 NA0113
 NA0113.The geoid height was determined by GEOID03.
 NA0113
 NA0113.The dynamic height is computed by dividing the NAVD 88
 NA0113.geopotential number by the normal gravity value computed on the
 NA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0113.degrees latitude (g = 980.6199 gals.).
 NA0113
 NA0113.The modeled gravity was interpolated from observed gravity values.
 NA0113
 NA0113;                    North         East    Units  Estimated Accuracy
 NA0113;SPC NY E     -   443,800.      174,710.      MT  (+/- 180 meters Scaled)
 NA0113
 NA0113                          SUPERSEDED SURVEY CONTROL
 NA0113
 NA0113  NGVD 29 (??/??/92)  316.015  (m)         1036.79   (f) ADJ UNCH    2 0
 NA0113
 NA0113.Superseded values are not recommended for survey control.
 NA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0113.See file dsdata.txt to determine how the superseded data were derived.
 NA0113
 NA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN655422(NAD 83)
 NA0113_MARKER: DB = BENCH MARK DISK
 NA0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0113_STAMPING: E 303 1942
 NA0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0113+STABILITY: SURFACE MOTION
 NA0113
 NA0113  HISTORY     - Date     Condition        Report By
 NA0113  HISTORY     - 1942     MONUMENTED       CGS
 NA0113  HISTORY     - 1954     MARK NOT FOUND   USGS
 NA0113
 NA0113                          STATION DESCRIPTION
 NA0113
 NA0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0113'4.4 MI S FROM MINAVILLE.
 NA0113'ABOUT 4.4 MILES SOUTH ALONG HIGHWAY NO. 30 FROM THE REFORMED CHURCH
 NA0113'AT MINAVILLE, AT THE JUNCTION WITH HIGHWAY NO. 159, 42 FEET SOUTH OF
 NA0113'THE EAST FORK OF HIGHWAY NO. 159, 29 FEET EAST OF THE CENTER LINE OF
 NA0113'HIGHWAY NO. 30, 2 FEET WEST OF A STANDARD REFERENCE POST, A U.S.C.
 NA0113'AND G.S. DISK SET IN THE TOP OF A CONCRETE POST, ABOUT 2 FEET LOWER
 NA0113'THAN THE LEVEL OF THE HIGHWAY.
 NA0113
 NA0113                          STATION RECOVERY (1954)
 NA0113
 NA0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 NA0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1152 ***********************************************************************
 NA1152  DESIGNATION -  E 304
 NA1152  PID         -  NA1152
 NA1152  STATE/COUNTY-  NY/OTSEGO
 NA1152  USGS QUAD   -  MT VISION (1994)
 NA1152
 NA1152                         *CURRENT SURVEY CONTROL
 NA1152  ___________________________________________________________________
 NA1152* NAD 83(1986)-  42 32 25.     (N)    075 04 24.     (W)     SCALED    
 NA1152* NAVD 88     -       355.917  (meters)    1167.70   (feet)  ADJUSTED  
 NA1152  ___________________________________________________________________
 NA1152  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 NA1152  DYNAMIC HT  -         355.790 (meters)    1167.29  (feet)  COMP
 NA1152  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 NA1152
 NA1152  VERT ORDER  -  SECOND    CLASS 0
 NA1152
 NA1152.The horizontal coordinates were scaled from a topographic map and have
 NA1152.an estimated accuracy of +/- 6 seconds.
 NA1152
 NA1152.The orthometric height was determined by differential leveling
 NA1152.and adjusted by the National Geodetic Survey in June 1991..
 NA1152
 NA1152.The geoid height was determined by GEOID03.
 NA1152
 NA1152.The dynamic height is computed by dividing the NAVD 88
 NA1152.geopotential number by the normal gravity value computed on the
 NA1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1152.degrees latitude (g = 980.6199 gals.).
 NA1152
 NA1152.The modeled gravity was interpolated from observed gravity values.
 NA1152
 NA1152;                    North         East    Units  Estimated Accuracy
 NA1152;SPC NY E     -   411,770.      102,910.      MT  (+/- 180 meters Scaled)
 NA1152
 NA1152                          SUPERSEDED SURVEY CONTROL
 NA1152
 NA1152  NGVD 29 (??/??/92)  356.036  (m)         1168.09   (f) ADJ UNCH    2 0
 NA1152
 NA1152.Superseded values are not recommended for survey control.
 NA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1152.See file dsdata.txt to determine how the superseded data were derived.
 NA1152
 NA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN939097(NAD 83)
 NA1152_MARKER: DB = BENCH MARK DISK
 NA1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1152_SP_SET: BRIDGE ABUTMENT
 NA1152_STAMPING: E 304 1942
 NA1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA1152+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2000
 NA1152
 NA1152  HISTORY     - Date     Condition        Report By
 NA1152  HISTORY     - 1942     MONUMENTED       CGS
 NA1152  HISTORY     - 20001201 GOOD             LOCENG
 NA1152
 NA1152                          STATION DESCRIPTION
 NA1152
 NA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1152'3.1 MI S FROM MT. VISION.
 NA1152'3.1 MILES SOUTH ALONG STATE HIGHWAY NO. 205 FROM THE FIRST BAPTIST
 NA1152'CHURCH AT MT. VISION, AT A CONCRETE BRIDGE.  A DISK, SET IN THE TOP
 NA1152'OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT, 15 FEET NORTHWEST OF
 NA1152'THE CENTER LINE OF THE HIGHWAY.
 NA1152
 NA1152                          STATION RECOVERY (2000)
 NA1152
 NA1152'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (WTW)
 NA1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1195 ***********************************************************************
 NA1195  DESIGNATION -  E 305
 NA1195  PID         -  NA1195
 NA1195  STATE/COUNTY-  NY/OTSEGO
 NA1195  USGS QUAD   -  MORRIS (1994)
 NA1195
 NA1195                         *CURRENT SURVEY CONTROL
 NA1195  ___________________________________________________________________
 NA1195* NAD 83(1986)-  42 32 43.     (N)    075 11 23.     (W)     SCALED    
 NA1195* NAVD 88     -       507.744  (meters)    1665.82   (feet)  ADJUSTED  
 NA1195  ___________________________________________________________________
 NA1195  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NA1195  DYNAMIC HT  -         507.571 (meters)    1665.26  (feet)  COMP
 NA1195  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 NA1195
 NA1195  VERT ORDER  -  SECOND    CLASS 0
 NA1195
 NA1195.The horizontal coordinates were scaled from a topographic map and have
 NA1195.an estimated accuracy of +/- 6 seconds.
 NA1195
 NA1195.The orthometric height was determined by differential leveling
 NA1195.and adjusted by the National Geodetic Survey in June 1991..
 NA1195
 NA1195.The geoid height was determined by GEOID03.
 NA1195
 NA1195.The dynamic height is computed by dividing the NAVD 88
 NA1195.geopotential number by the normal gravity value computed on the
 NA1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1195.degrees latitude (g = 980.6199 gals.).
 NA1195
 NA1195.The modeled gravity was interpolated from observed gravity values.
 NA1195
 NA1195;                    North         East    Units  Estimated Accuracy
 NA1195;SPC NY E     -   412,390.       93,350.      MT  (+/- 180 meters Scaled)
 NA1195
 NA1195                          SUPERSEDED SURVEY CONTROL
 NA1195
 NA1195  NGVD 29 (??/??/92)  507.867  (m)         1666.23   (f) ADJ UNCH    2 0
 NA1195
 NA1195.Superseded values are not recommended for survey control.
 NA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1195.See file dsdata.txt to determine how the superseded data were derived.
 NA1195
 NA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN844103(NAD 83)
 NA1195_MARKER: DB = BENCH MARK DISK
 NA1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA1195_STAMPING: E 305 1942
 NA1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA1195+STABILITY: SURFACE MOTION
 NA1195
 NA1195  HISTORY     - Date     Condition        Report By
 NA1195  HISTORY     - 1942     MONUMENTED       CGS
 NA1195
 NA1195                          STATION DESCRIPTION
 NA1195
 NA1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1195'1.7 MI NW FROM WEST LAURENS.
 NA1195'1.7 MILES NORTHWEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST LAURENS
 NA1195'SCHOOL AT WEST LAURENS, 105 FEET WEST OF A Y INTERSECTION OF THE
 NA1195'HIGHWAY AND A GRAVEL ROAD LEADING EAST, 39 FEET SOUTHWEST OF THE
 NA1195'CENTER LINE OF THE HIGHWAY, 4.5 FEET NORTH OF THE NORTHWEST CORNER OF
 NA1195'A FARMERS TOOL SHED, AND 1 1/2 FEET EAST OF A REFERENCE POST.  A DISK,
 NA1195'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1352 ***********************************************************************
 NA1352  DESIGNATION -  E 306
 NA1352  PID         -  NA1352
 NA1352  STATE/COUNTY-  NY/OTSEGO
 NA1352  USGS QUAD   -  GILBERTSVILLE (1982)
 NA1352
 NA1352                         *CURRENT SURVEY CONTROL
 NA1352  ___________________________________________________________________
 NA1352* NAD 83(1986)-  42 28 18.     (N)    075 18 54.     (W)     SCALED    
 NA1352* NAVD 88     -       321.389  (meters)    1054.42   (feet)  ADJUSTED  
 NA1352  ___________________________________________________________________
 NA1352  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 NA1352  DYNAMIC HT  -         321.274 (meters)    1054.05  (feet)  COMP
 NA1352  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 NA1352
 NA1352  VERT ORDER  -  SECOND    CLASS 0
 NA1352
 NA1352.The horizontal coordinates were scaled from a topographic map and have
 NA1352.an estimated accuracy of +/- 6 seconds.
 NA1352
 NA1352.The orthometric height was determined by differential leveling
 NA1352.and adjusted by the National Geodetic Survey in June 1991..
 NA1352
 NA1352.The geoid height was determined by GEOID03.
 NA1352
 NA1352.The dynamic height is computed by dividing the NAVD 88
 NA1352.geopotential number by the normal gravity value computed on the
 NA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1352.degrees latitude (g = 980.6199 gals.).
 NA1352
 NA1352.The modeled gravity was interpolated from observed gravity values.
 NA1352
 NA1352;                    North         East    Units  Estimated Accuracy
 NA1352;SPC NY E     -   404,310.       82,980.      MT  (+/- 180 meters Scaled)
 NA1352
 NA1352                          SUPERSEDED SURVEY CONTROL
 NA1352
 NA1352  NGVD 29 (??/??/92)  321.487  (m)         1054.75   (f) ADJ UNCH    2 0
 NA1352
 NA1352.Superseded values are not recommended for survey control.
 NA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1352.See file dsdata.txt to determine how the superseded data were derived.
 NA1352
 NA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN741021(NAD 83)
 NA1352_MARKER: DB = BENCH MARK DISK
 NA1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1352_SP_SET: BRIDGE
 NA1352_STAMPING: E 306 1942
 NA1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1352
 NA1352  HISTORY     - Date     Condition        Report By
 NA1352  HISTORY     - 1942     MONUMENTED       CGS
 NA1352  HISTORY     - 1973     GOOD             LOCENG
 NA1352
 NA1352                          STATION DESCRIPTION
 NA1352
 NA1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1352'0.7 MI E FROM GILBERTSVILLE.
 NA1352'0.7 MILE EAST ALONG A BLACK TOP ROAD FROM MAJORS INN AT
 NA1352'GILBERTSVILLE, AT A STEEL BRIDGE OVER BUTTERNUT CREEK.  A DISK, SET
 NA1352'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, AND 12 FEET NORTH
 NA1352'OF THE CENTER LINE OF THE ROAD.
 NA1352
 NA1352                          STATION RECOVERY (1973)
 NA1352
 NA1352'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 NA1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1365 ***********************************************************************
 NA1365  DESIGNATION -  E 307
 NA1365  PID         -  NA1365
 NA1365  STATE/COUNTY-  NY/OTSEGO
 NA1365  USGS QUAD   -  OTEGO (1982)
 NA1365
 NA1365                         *CURRENT SURVEY CONTROL
 NA1365  ___________________________________________________________________
 NA1365* NAD 83(1986)-  42 29 50.     (N)    075 14 52.     (W)     SCALED    
 NA1365* NAVD 88     -       416.087  (meters)    1365.11   (feet)  ADJUSTED  
 NA1365  ___________________________________________________________________
 NA1365  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 NA1365  DYNAMIC HT  -         415.941 (meters)    1364.63  (feet)  COMP
 NA1365  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 NA1365
 NA1365  VERT ORDER  -  SECOND    CLASS 0
 NA1365
 NA1365.The horizontal coordinates were scaled from a topographic map and have
 NA1365.an estimated accuracy of +/- 6 seconds.
 NA1365
 NA1365.The orthometric height was determined by differential leveling
 NA1365.and adjusted by the National Geodetic Survey in June 1991..
 NA1365
 NA1365.The geoid height was determined by GEOID03.
 NA1365
 NA1365.The dynamic height is computed by dividing the NAVD 88
 NA1365.geopotential number by the normal gravity value computed on the
 NA1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1365.degrees latitude (g = 980.6199 gals.).
 NA1365
 NA1365.The modeled gravity was interpolated from observed gravity values.
 NA1365
 NA1365;                    North         East    Units  Estimated Accuracy
 NA1365;SPC NY E     -   407,100.       88,540.      MT  (+/- 180 meters Scaled)
 NA1365
 NA1365                          SUPERSEDED SURVEY CONTROL
 NA1365
 NA1365  NGVD 29 (??/??/92)  416.199  (m)         1365.48   (f) ADJ UNCH    2 0
 NA1365
 NA1365.Superseded values are not recommended for survey control.
 NA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1365.See file dsdata.txt to determine how the superseded data were derived.
 NA1365
 NA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN796050(NAD 83)
 NA1365_MARKER: DB = BENCH MARK DISK
 NA1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1365_SP_SET: BRIDGE ABUTMENT
 NA1365_STAMPING: E 307 1942
 NA1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1365
 NA1365  HISTORY     - Date     Condition        Report By
 NA1365  HISTORY     - 1942     MONUMENTED       CGS
 NA1365
 NA1365                          STATION DESCRIPTION
 NA1365
 NA1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1365'4.5 MI S FROM MORRIS.
 NA1365'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 23 FROM THE FIRST NATIONAL
 NA1365'BANK OF MORRIS, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 NA1365'THENCE 2.7 MILES SOUTH ALONG A GRAVEL ROAD, AT A Y INTERSECTION OF
 NA1365'THE GRAVEL ROAD AND A BLACK TOP ROAD, AND AT A CONCRETE BRIDGE UNDER
 NA1365'THE GRAVEL ROAD.  A DISK, SET IN THE TOP OF THE SOUTH ABUTMENT, 25
 NA1365'FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 16 FEET EAST
 NA1365'OF THE CENTER LINE OF THE GRAVEL ROAD, AND 6.5 FEET WEST OF THE EAST
 NA1365'END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0356 ***********************************************************************
 OE0356  DESIGNATION -  E 308
 OE0356  PID         -  OE0356
 OE0356  STATE/COUNTY-  NY/HERKIMER
 OE0356  USGS QUAD   -  SALISBURY (1945)
 OE0356
 OE0356                         *CURRENT SURVEY CONTROL
 OE0356  ___________________________________________________________________
 OE0356* NAD 83(1986)-  43 09 15.     (N)    074 45 46.     (W)     SCALED    
 OE0356* NAVD 88     -       315.402  (meters)    1034.78   (feet)  ADJUSTED  
 OE0356  ___________________________________________________________________
 OE0356  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 OE0356  DYNAMIC HT  -         315.313 (meters)    1034.49  (feet)  COMP
 OE0356  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 OE0356
 OE0356  VERT ORDER  -  SECOND    CLASS 0
 OE0356
 OE0356.The horizontal coordinates were scaled from a topographic map and have
 OE0356.an estimated accuracy of +/- 6 seconds.
 OE0356
 OE0356.The orthometric height was determined by differential leveling
 OE0356.and adjusted by the National Geodetic Survey in June 1991..
 OE0356
 OE0356.The geoid height was determined by GEOID03.
 OE0356
 OE0356.The dynamic height is computed by dividing the NAVD 88
 OE0356.geopotential number by the normal gravity value computed on the
 OE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0356.degrees latitude (g = 980.6199 gals.).
 OE0356
 OE0356.The modeled gravity was interpolated from observed gravity values.
 OE0356
 OE0356;                    North         East    Units  Estimated Accuracy
 OE0356;SPC NY E     -   479,830.      128,630.      MT  (+/- 180 meters Scaled)
 OE0356
 OE0356                          SUPERSEDED SURVEY CONTROL
 OE0356
 OE0356  NGVD 29 (??/??/92)  315.545  (m)         1035.25   (f) ADJ UNCH    2 0
 OE0356
 OE0356.Superseded values are not recommended for survey control.
 OE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0356.See file dsdata.txt to determine how the superseded data were derived.
 OE0356
 OE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN192779(NAD 83)
 OE0356_MARKER: DB = BENCH MARK DISK
 OE0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0356_SP_SET: CULVERT
 OE0356_STAMPING: E 308 1942
 OE0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0356
 OE0356  HISTORY     - Date     Condition        Report By
 OE0356  HISTORY     - 1942     MONUMENTED       CGS
 OE0356
 OE0356                          STATION DESCRIPTION
 OE0356
 OE0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0356'1.4 MI E FROM SALISBURY CENTER.
 OE0356'1.4 MILES EAST ALONG STATE HIGHWAY NO. 29A FROM THE JUNCTION OF STATE
 OE0356'HIGHWAYS NO. 29 AND 29A AT SALISBURY CENTER, AT A 5- BY 5-FOOT
 OE0356'CONCRETE BOX CULVERT.  A DISK, SET IN THE TOP OF THE WEST END OF THE
 OE0356'SOUTH HEAD WALL, AND 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1400 ***********************************************************************
 NA1400  DESIGNATION -  E 309
 NA1400  PID         -  NA1400
 NA1400  STATE/COUNTY-  NY/DELAWARE
 NA1400  USGS QUAD   -  WALTON EAST (1965)
 NA1400
 NA1400                         *CURRENT SURVEY CONTROL
 NA1400  ___________________________________________________________________
 NA1400* NAD 83(1986)-  42 09 30.     (N)    075 06 49.     (W)     SCALED    
 NA1400* NAVD 88     -       375.225  (meters)    1231.05   (feet)  ADJUSTED  
 NA1400  ___________________________________________________________________
 NA1400  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 NA1400  DYNAMIC HT  -         375.088 (meters)    1230.60  (feet)  COMP
 NA1400  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 NA1400
 NA1400  VERT ORDER  -  SECOND    CLASS 0
 NA1400
 NA1400.The horizontal coordinates were scaled from a topographic map and have
 NA1400.an estimated accuracy of +/- 6 seconds.
 NA1400
 NA1400.The orthometric height was determined by differential leveling
 NA1400.and adjusted by the National Geodetic Survey in June 1991..
 NA1400
 NA1400.The geoid height was determined by GEOID03.
 NA1400
 NA1400.The dynamic height is computed by dividing the NAVD 88
 NA1400.geopotential number by the normal gravity value computed on the
 NA1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1400.degrees latitude (g = 980.6199 gals.).
 NA1400
 NA1400.The modeled gravity was interpolated from observed gravity values.
 NA1400
 NA1400;                    North         East    Units  Estimated Accuracy
 NA1400;SPC NY E     -   369,370.       99,290.      MT  (+/- 180 meters Scaled)
 NA1400
 NA1400                          SUPERSEDED SURVEY CONTROL
 NA1400
 NA1400  NGVD 29 (??/??/92)  375.351  (m)         1231.46   (f) ADJ UNCH    2 0
 NA1400
 NA1400.Superseded values are not recommended for survey control.
 NA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1400.See file dsdata.txt to determine how the superseded data were derived.
 NA1400
 NA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM906673(NAD 83)
 NA1400_MARKER: DB = BENCH MARK DISK
 NA1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1400_SP_SET: BRIDGE
 NA1400_STAMPING: E-309 1942
 NA1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1400
 NA1400  HISTORY     - Date     Condition        Report By
 NA1400  HISTORY     - 1942     MONUMENTED       CGS
 NA1400  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 NA1400
 NA1400                          STATION DESCRIPTION
 NA1400
 NA1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1400'1.1 MI SE FROM WALTON.
 NA1400'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 10 FROM THE POST OFFICE
 NA1400'AT WALTON, SET IN THE EAST WINGWALL OF THE CONCRETE BRIDGE OVER
 NA1400'MARVIN CREEK, NEAR THE GULF BULK PLANT, 16.4 FEET NORTHEAST OF THE
 NA1400'CENTER-LINE OF THE HIGHWAY, 6.2 FEET SOUTH OF THE EAST END OF THE
 NA1400'WINGWALL, ABOUT 1.5 FEET BELOW ROAD LEVEL.  A BENCH MARK DISK.
 NA1400
 NA1400                          STATION RECOVERY (1998)
 NA1400
 NA1400'RECOVERY NOTE BY US POWER SQUADRON 1998
 NA1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1401 ***********************************************************************
 NA1401  DESIGNATION -  E 309 RESET 1960
 NA1401  PID         -  NA1401
 NA1401  STATE/COUNTY-  NY/DELAWARE
 NA1401  USGS QUAD   -  WALTON EAST (1965)
 NA1401
 NA1401                         *CURRENT SURVEY CONTROL
 NA1401  ___________________________________________________________________
 NA1401* NAD 83(1986)-  42 09 30.     (N)    075 06 49.     (W)     SCALED    
 NA1401* NAVD 88     -       376.06   (meters)    1233.8    (feet)  RESET     
 NA1401  ___________________________________________________________________
 NA1401  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 NA1401
 NA1401  VERT ORDER  -  THIRD
 NA1401
 NA1401.The horizontal coordinates were scaled from a topographic map and have
 NA1401.an estimated accuracy of +/- 6 seconds.
 NA1401
 NA1401.The orthometric height was computed from unverified reset data.
 NA1401
 NA1401.The geoid height was determined by GEOID03.
 NA1401
 NA1401;                    North         East    Units  Estimated Accuracy
 NA1401;SPC NY E     -   369,370.       99,290.      MT  (+/- 180 meters Scaled)
 NA1401
 NA1401                          SUPERSEDED SURVEY CONTROL
 NA1401
 NA1401.No superseded survey control is available for this station.
 NA1401
 NA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM906673(NAD 83)
 NA1401_MARKER: DB = BENCH MARK DISK
 NA1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA1401_SP_SET: BRIDGE
 NA1401_STAMPING: E 309 1942
 NA1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1401
 NA1401  HISTORY     - Date     Condition        Report By
 NA1401  HISTORY     - 1942     MONUMENTED       LOCSUR
 NA1401  HISTORY     - 1961     GOOD             NGS
 NA1401
 NA1401                          STATION DESCRIPTION
 NA1401
 NA1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NA1401'1.1 MI SE FROM WALTON.
 NA1401'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT ,
 NA1401'WALTON,
 NA1401'NEAR THE GULF BULK PLANT, AT A CONCRETE BRIDGE OVER MARVIN CREEK, IN
 NA1401'THE TOP OF THE EAST WING WALL, 16.4 FEET NORTHEAST OF THE CENTERLINE
 NA1401'OF THE HIGHWAY, 6.2 FEET SOUTH OF THE EAST END OF THE WING WALL, AND
 NA1401'1.5 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED E
 NA1401'309 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0605 ***********************************************************************
 OE0605  DESIGNATION -  E 31
 OE0605  PID         -  OE0605
 OE0605  STATE/COUNTY-  NY/ONEIDA
 OE0605  USGS QUAD   -  REMSEN (1979)
 OE0605
 OE0605                         *CURRENT SURVEY CONTROL
 OE0605  ___________________________________________________________________
 OE0605* NAD 83(1986)-  43 21 48.     (N)    075 12 16.     (W)     SCALED    
 OE0605* NAVD 88     -       371.335  (meters)    1218.29   (feet)  ADJUSTED  
 OE0605  ___________________________________________________________________
 OE0605  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 OE0605  DYNAMIC HT  -         371.236 (meters)    1217.96  (feet)  COMP
 OE0605  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 OE0605
 OE0605  VERT ORDER  -  FIRST     CLASS II
 OE0605
 OE0605.The horizontal coordinates were scaled from a topographic map and have
 OE0605.an estimated accuracy of +/- 6 seconds.
 OE0605
 OE0605.The orthometric height was determined by differential leveling
 OE0605.and adjusted by the National Geodetic Survey in June 1991..
 OE0605
 OE0605.The geoid height was determined by GEOID03.
 OE0605
 OE0605.The dynamic height is computed by dividing the NAVD 88
 OE0605.geopotential number by the normal gravity value computed on the
 OE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0605.degrees latitude (g = 980.6199 gals.).
 OE0605
 OE0605.The modeled gravity was interpolated from observed gravity values.
 OE0605
 OE0605;                    North         East    Units  Estimated Accuracy
 OE0605;SPC NY C     -   374,460.      361,770.      MT  (+/- 180 meters Scaled)
 OE0605
 OE0605                          SUPERSEDED SURVEY CONTROL
 OE0605
 OE0605  NGVD 29 (??/??/92)  371.424  (m)         1218.58   (f) ADJ UNCH    1 2
 OE0605
 OE0605.Superseded values are not recommended for survey control.
 OE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0605.See file dsdata.txt to determine how the superseded data were derived.
 OE0605
 OE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP834011(NAD 83)
 OE0605_MARKER: DB = BENCH MARK DISK
 OE0605_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0605_SP_SET: UNSPECIFIED ROCK
 OE0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0605
 OE0605  HISTORY     - Date     Condition        Report By
 OE0605  HISTORY     - UNK      MONUMENTED       CGS
 OE0605  HISTORY     - 1931     GOOD             NGS
 OE0605  HISTORY     - 1975     MARK NOT FOUND   USGS
 OE0605  HISTORY     - 20050728 MARK NOT FOUND   NYDT
 OE0605
 OE0605                          STATION DESCRIPTION
 OE0605
 OE0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0605'2.5 MI N FROM REMSEN.
 OE0605'ON CONSPICUOUS LARGE ROCK SOUTHWEST OF OVERHEAD HIGHWAY CROSSING.
 OE0605'OPPOSITE TELEGRAPH POLE 30-12.  53 FEET WEST OF WEST RAIL AND 8 FEET
 OE0605'OUTSIDE RIGHT OF WAY FENCE. ABOUT 4 FEET ABOVE TRACK LEVEL.
 OE0605
 OE0605                          STATION RECOVERY (1975)
 OE0605
 OE0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OE0605'MARK NOT FOUND.
 OE0605
 OE0605                          STATION RECOVERY (2005)
 OE0605
 OE0605'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PAF)
 OE0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1393 ***********************************************************************
 NA1393  DESIGNATION -  E 310
 NA1393  PID         -  NA1393
 NA1393  STATE/COUNTY-  NY/DELAWARE
 NA1393  USGS QUAD   -  TREADWELL (1982)
 NA1393
 NA1393                         *CURRENT SURVEY CONTROL
 NA1393  ___________________________________________________________________
 NA1393* NAD 83(1986)-  42 15 57.     (N)    075 01 32.     (W)     SCALED    
 NA1393* NAVD 88     -       618.794  (meters)    2030.16   (feet)  ADJUSTED  
 NA1393  ___________________________________________________________________
 NA1393  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 NA1393  DYNAMIC HT  -         618.558 (meters)    2029.39  (feet)  COMP
 NA1393  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 NA1393
 NA1393  VERT ORDER  -  SECOND    CLASS 0
 NA1393
 NA1393.The horizontal coordinates were scaled from a topographic map and have
 NA1393.an estimated accuracy of +/- 6 seconds.
 NA1393
 NA1393.The orthometric height was determined by differential leveling
 NA1393.and adjusted by the National Geodetic Survey in June 1991..
 NA1393
 NA1393.The geoid height was determined by GEOID03.
 NA1393
 NA1393.The dynamic height is computed by dividing the NAVD 88
 NA1393.geopotential number by the normal gravity value computed on the
 NA1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1393.degrees latitude (g = 980.6199 gals.).
 NA1393
 NA1393.The modeled gravity was interpolated from observed gravity values.
 NA1393
 NA1393;                    North         East    Units  Estimated Accuracy
 NA1393;SPC NY E     -   381,260.      106,640.      MT  (+/- 180 meters Scaled)
 NA1393
 NA1393                          SUPERSEDED SURVEY CONTROL
 NA1393
 NA1393  NGVD 29 (??/??/92)  618.922  (m)         2030.58   (f) ADJ UNCH    2 0
 NA1393
 NA1393.Superseded values are not recommended for survey control.
 NA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1393.See file dsdata.txt to determine how the superseded data were derived.
 NA1393
 NA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM978792(NAD 83)
 NA1393_MARKER: DB = BENCH MARK DISK
 NA1393_SETTING: 66 = SET IN ROCK OUTCROP
 NA1393_SP_SET: ROCK OUTCROP
 NA1393_STAMPING: E-310 1942
 NA1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1393+STABILITY: POSITION/ELEVATION WELL
 NA1393
 NA1393  HISTORY     - Date     Condition        Report By
 NA1393  HISTORY     - 1942     MONUMENTED       CGS
 NA1393
 NA1393                          STATION DESCRIPTION
 NA1393
 NA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA1393'5.6 MI NW FROM DELANCEY.
 NA1393'5.6 MILES NORTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 NA1393'DELANCEY, SET IN A ROCK OUT-CROP AT A T ROAD, 40 FEET EAST OF THE
 NA1393'CENTER-LINE OF THE NORTH-SOUTH ROAD, 28.8 FEET SOUTHWEST OF A 24-INCH
 NA1393'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF TREE, 7 FEET
 NA1393'SOUTHEAST OF THE CENTER-LINE OF THE ROAD LEADING EAST TO FRASERS,
 NA1393'ABOUT 0.5 FOOT ABOVE ROAD.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0665 ***********************************************************************
 NA0665  DESIGNATION -  E 311
 NA0665  PID         -  NA0665
 NA0665  STATE/COUNTY-  NY/DELAWARE
 NA0665  USGS QUAD   -  HAMDEN (1982)
 NA0665
 NA0665                         *CURRENT SURVEY CONTROL
 NA0665  ___________________________________________________________________
 NA0665* NAD 83(1986)-  42 12 07.     (N)    074 58 09.     (W)     SCALED    
 NA0665* NAVD 88     -       411.040  (meters)    1348.55   (feet)  ADJUSTED  
 NA0665  ___________________________________________________________________
 NA0665  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 NA0665  DYNAMIC HT  -         410.889 (meters)    1348.06  (feet)  COMP
 NA0665  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 NA0665
 NA0665  VERT ORDER  -  SECOND    CLASS 0
 NA0665
 NA0665.The horizontal coordinates were scaled from a topographic map and have
 NA0665.an estimated accuracy of +/- 6 seconds.
 NA0665
 NA0665.The orthometric height was determined by differential leveling
 NA0665.and adjusted by the National Geodetic Survey in June 1991..
 NA0665
 NA0665.The geoid height was determined by GEOID03.
 NA0665
 NA0665.The dynamic height is computed by dividing the NAVD 88
 NA0665.geopotential number by the normal gravity value computed on the
 NA0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0665.degrees latitude (g = 980.6199 gals.).
 NA0665
 NA0665.The modeled gravity was interpolated from observed gravity values.
 NA0665
 NA0665;                    North         East    Units  Estimated Accuracy
 NA0665;SPC NY E     -   374,140.      111,260.      MT  (+/- 180 meters Scaled)
 NA0665
 NA0665                          SUPERSEDED SURVEY CONTROL
 NA0665
 NA0665  NGVD 29 (??/??/92)  411.179  (m)         1349.01   (f) ADJ UNCH    2 0
 NA0665
 NA0665.Superseded values are not recommended for survey control.
 NA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0665.See file dsdata.txt to determine how the superseded data were derived.
 NA0665
 NA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM025721(NAD 83)
 NA0665_MARKER: DB = BENCH MARK DISK
 NA0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0665_SP_SET: BRIDGE
 NA0665_STAMPING: E-311 1942
 NA0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0665
 NA0665  HISTORY     - Date     Condition        Report By
 NA0665  HISTORY     - 1942     MONUMENTED       CGS
 NA0665
 NA0665                          STATION DESCRIPTION
 NA0665
 NA0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0665'0.7 MI SE FROM DELANCEY.
 NA0665'0.7 MILE SOUTHEAST ALONG THE COUNTY ROAD FROM THE STATION AT
 NA0665'DELANCEY, SET IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT OF
 NA0665'THE LARGE STEEL BRIDGE AT THE INTERSECTION OF THE PAVED ROAD AND THE
 NA0665'SIDE ROAD LEADING SOUTHWEST, 17.6 FEET NORTHEAST OF THE CENTER-LINE
 NA0665'OF THE PAVED ROAD, LEVEL WITH ROAD.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0942 ***********************************************************************
 OD0942  DESIGNATION -  E 312
 OD0942  PID         -  OD0942
 OD0942  STATE/COUNTY-  NY/SARATOGA
 OD0942  USGS QUAD   -  PORTER CORNERS (1968)
 OD0942
 OD0942                         *CURRENT SURVEY CONTROL
 OD0942  ___________________________________________________________________
 OD0942* NAD 83(1986)-  43 08 46.     (N)    073 54 14.     (W)     SCALED    
 OD0942* NAVD 88     -       240.022  (meters)     787.47   (feet)  ADJUSTED  
 OD0942  ___________________________________________________________________
 OD0942  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 OD0942  DYNAMIC HT  -         239.962 (meters)     787.28  (feet)  COMP
 OD0942  MODELED GRAV-     980,363.6   (mgal)                       NAVD 88
 OD0942
 OD0942  VERT ORDER  -  SECOND    CLASS 0
 OD0942
 OD0942.The horizontal coordinates were scaled from a topographic map and have
 OD0942.an estimated accuracy of +/- 6 seconds.
 OD0942
 OD0942.The orthometric height was determined by differential leveling
 OD0942.and adjusted by the National Geodetic Survey in June 1991..
 OD0942
 OD0942.The geoid height was determined by GEOID03.
 OD0942
 OD0942.The dynamic height is computed by dividing the NAVD 88
 OD0942.geopotential number by the normal gravity value computed on the
 OD0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0942.degrees latitude (g = 980.6199 gals.).
 OD0942
 OD0942.The modeled gravity was interpolated from observed gravity values.
 OD0942
 OD0942;                    North         East    Units  Estimated Accuracy
 OD0942;SPC NY E     -   479,080.      198,490.      MT  (+/- 180 meters Scaled)
 OD0942
 OD0942                          SUPERSEDED SURVEY CONTROL
 OD0942
 OD0942  NGVD 29 (??/??/92)  240.173  (m)          787.97   (f) ADJ UNCH    2 0
 OD0942
 OD0942.Superseded values are not recommended for survey control.
 OD0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0942.See file dsdata.txt to determine how the superseded data were derived.
 OD0942
 OD0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN891776(NAD 83)
 OD0942_MARKER: DB = BENCH MARK DISK
 OD0942_SETTING: 80 = SET IN A BOULDER
 OD0942_SP_SET: BOULDER
 OD0942_STAMPING: E-312 1942
 OD0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0942+STABILITY: SURFACE MOTION
 OD0942
 OD0942  HISTORY     - Date     Condition        Report By
 OD0942  HISTORY     - 1942     MONUMENTED       CGS
 OD0942
 OD0942                          STATION DESCRIPTION
 OD0942
 OD0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OD0942'1.1 MI W FROM PORTER CORNERS.
 OD0942'1.1 MILES WEST ALONG THE COUNTY ROAD THE POST OFFICE AT PORTER
 OD0942'CORNERS, SET IN THE TOP OF A BOULDER NEAR THE NORTHEAST CORNER OF A
 OD0942'FIELD, ABOUT 0.1 MILE WEST OF A SIDE ROAD LEADING SOUTH, ABOUT 0.1
 OD0942'MILE EAST OF A 2-STORY WHITE FARM HOUSE ON THE SOUTH SIDE OF ROAD,50.6
 OD0942'FEET WEST OF THE NORTH-SOUTH FENCE, 40 FEET OF THE CENTER- LINE OF THE
 OD0942'ROAD, 23.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0263 ***********************************************************************
 OE0263  DESIGNATION -  E 313
 OE0263  PID         -  OE0263
 OE0263  STATE/COUNTY-  NY/FULTON
 OE0263  USGS QUAD   -  GALWAY (1970)
 OE0263
 OE0263                         *CURRENT SURVEY CONTROL
 OE0263  ___________________________________________________________________
 OE0263* NAD 83(1986)-  43 03 48.     (N)    074 06 58.     (W)     SCALED    
 OE0263* NAVD 88     -       319.906  (meters)    1049.56   (feet)  ADJUSTED  
 OE0263  ___________________________________________________________________
 OE0263  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 OE0263  DYNAMIC HT  -         319.821 (meters)    1049.28  (feet)  COMP
 OE0263  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 OE0263
 OE0263  VERT ORDER  -  SECOND    CLASS 0
 OE0263
 OE0263.The horizontal coordinates were scaled from a topographic map and have
 OE0263.an estimated accuracy of +/- 6 seconds.
 OE0263
 OE0263.The orthometric height was determined by differential leveling
 OE0263.and adjusted by the National Geodetic Survey in June 1991..
 OE0263
 OE0263.The geoid height was determined by GEOID03.
 OE0263
 OE0263.The dynamic height is computed by dividing the NAVD 88
 OE0263.geopotential number by the normal gravity value computed on the
 OE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0263.degrees latitude (g = 980.6199 gals.).
 OE0263
 OE0263.The modeled gravity was interpolated from observed gravity values.
 OE0263
 OE0263;                    North         East    Units  Estimated Accuracy
 OE0263;SPC NY E     -   469,780.      181,270.      MT  (+/- 180 meters Scaled)
 OE0263
 OE0263                          SUPERSEDED SURVEY CONTROL
 OE0263
 OE0263  NGVD 29 (??/??/92)  320.046  (m)         1050.02   (f) ADJ UNCH    2 0
 OE0263
 OE0263.Superseded values are not recommended for survey control.
 OE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0263.See file dsdata.txt to determine how the superseded data were derived.
 OE0263
 OE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN719682(NAD 83)
 OE0263_MARKER: DB = BENCH MARK DISK
 OE0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0263_SP_SET: CULVERT
 OE0263_STAMPING: E-313 1942
 OE0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0263
 OE0263  HISTORY     - Date     Condition        Report By
 OE0263  HISTORY     - 1942     MONUMENTED       CGS
 OE0263  HISTORY     - 1977     GOOD             NYDT
 OE0263  HISTORY     - 20050602 MARK NOT FOUND   USPSQD
 OE0263
 OE0263                          STATION DESCRIPTION
 OE0263
 OE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0263'4.3 MI E FROM BROADALBIN.
 OE0263'4.3 MILES EAST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0263'BROADALBIN, SET IN THE WEST CORNER OF THE NORTH HEADWALL OF CULVERT,
 OE0263'AT THE INTERSECTION OF THE HIGHWAY AND A PRIVATE ROAD LEADING
 OE0263'SOUTHEAST, 22 FEET SOUTHWEST OF POLE NO. 54, 17.3 FEET NORTH OF THE
 OE0263'CENTER-LINE OF THE HIGHWAY, 15.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 OE0263'BENCH MARK DISK.
 OE0263
 OE0263                          STATION RECOVERY (1977)
 OE0263
 OE0263'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0263'THE MARK IS LOCATED AOBUT 4.3 MILES EAST ALONG STATE HIGHWAY 29 FROM
 OE0263'THE POST OFFICE AT BROADALBIN, FULTON COUNTY AT A CULVERT, 55 FEET
 OE0263'FROM THE JUNCTION OF A DIRT DRIVE LEADING SOUTHEAST, 85 FEET FROM THE
 OE0263'JUNCTION OF A DIRT DRIVE LEADING NORTHWEST, 17.3 FEET NORTH OF THE
 OE0263'CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF THE NORTHWEST CORNER
 OE0263'OF THE NORTH HEADWALL. THE MARK IS A STANDARD DISK, STAMPED E 313
 OE0263'1942 WITH A WITNESS MARKER AND POST SET NEARBY. F 313
 OE0263
 OE0263                          STATION RECOVERY (2005)
 OE0263
 OE0263'RECOVERY NOTE BY US POWER SQUADRON 2005
 OE0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0822 ***********************************************************************
 NA0822  DESIGNATION -  E 314
 NA0822  PID         -  NA0822
 NA0822  STATE/COUNTY-  NY/MONTGOMERY
 NA0822  USGS QUAD   -  CANAJOHARIE (1944)
 NA0822
 NA0822                         *CURRENT SURVEY CONTROL
 NA0822  ___________________________________________________________________
 NA0822* NAD 83(1986)-  42 54 37.     (N)    074 34 13.     (W)     SCALED    
 NA0822* NAVD 88     -       102.644  (meters)     336.76   (feet)  ADJUSTED  
 NA0822  ___________________________________________________________________
 NA0822  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 NA0822  DYNAMIC HT  -         102.617 (meters)     336.67  (feet)  COMP
 NA0822  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 NA0822
 NA0822  VERT ORDER  -  FIRST     CLASS II
 NA0822
 NA0822.The horizontal coordinates were scaled from a topographic map and have
 NA0822.an estimated accuracy of +/- 6 seconds.
 NA0822
 NA0822.The orthometric height was determined by differential leveling
 NA0822.and adjusted by the National Geodetic Survey in June 1991..
 NA0822
 NA0822.The geoid height was determined by GEOID03.
 NA0822
 NA0822.The dynamic height is computed by dividing the NAVD 88
 NA0822.geopotential number by the normal gravity value computed on the
 NA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0822.degrees latitude (g = 980.6199 gals.).
 NA0822
 NA0822.The modeled gravity was interpolated from observed gravity values.
 NA0822
 NA0822;                    North         East    Units  Estimated Accuracy
 NA0822;SPC NY E     -   452,710.      144,260.      MT  (+/- 180 meters Scaled)
 NA0822
 NA0822                          SUPERSEDED SURVEY CONTROL
 NA0822
 NA0822  NGVD 29 (??/??/92)  102.816  (m)          337.32   (f) ADJ UNCH    1 2
 NA0822
 NA0822.Superseded values are not recommended for survey control.
 NA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0822.See file dsdata.txt to determine how the superseded data were derived.
 NA0822
 NA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN350509(NAD 83)
 NA0822_MARKER: DB = BENCH MARK DISK
 NA0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0822_SP_SET: BRIDGE
 NA0822_STAMPING: E 314 1942
 NA0822_MARK LOGO: CGS   
 NA0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NA0822+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2001
 NA0822
 NA0822  HISTORY     - Date     Condition        Report By
 NA0822  HISTORY     - 1942     MONUMENTED       CGS
 NA0822  HISTORY     - 1977     GOOD             NYDT
 NA0822  HISTORY     - 1981     GOOD             NGS
 NA0822  HISTORY     - 20010926 GOOD             USPSQD
 NA0822  HISTORY     - 20060112 GOOD             NYDT
 NA0822
 NA0822                          STATION DESCRIPTION
 NA0822
 NA0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0822'AT PALATINE BRIDGE.
 NA0822'AT PALATINE BRIDGE, ABOUT 145 FEET SOUTH OF THE CENTER LINE OF THE
 NA0822'JUNCTION OF HIGHWAYS NOS. 10 AND 5, AT THE BRIDGE OVER THE NEW YORK
 NA0822'CENTRAL RAILROAD AND THE MOHAWK RIVER CANAL, A U.S.C. AND G.S. DISK
 NA0822'SET IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT.
 NA0822
 NA0822                          STATION RECOVERY (1977)
 NA0822
 NA0822'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0822'RECOVERED IN GOOD CONDITION.
 NA0822
 NA0822                          STATION RECOVERY (1981)
 NA0822
 NA0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 NA0822'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 NA0822'IN PALATINE BRIDGE, AT THE JUNCTION OF STATE HIGHWAYS 5 AND 10 SOUTH,
 NA0822'IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE HIGHWAY 10 BRIDGE
 NA0822'OVER THE CONRAIL AMTRAK RAILROAD AND THE MOHAWK RIVER, 42.67 METERS
 NA0822'(140.0 FEET) SOUTH OF THE CENTER LINE OF STATE HIGHWAY 5, 6.70 METERS
 NA0822'(22.0 FEET) EAST OF THE CENTER LINE OF STATE HIGHWAY 10.
 NA0822'THE MARK IS 0.3 M ABOVE HIGHWAY.
 NA0822
 NA0822                          STATION RECOVERY (2001)
 NA0822
 NA0822'RECOVERY NOTE BY US POWER SQUADRON 2001 (FAS)
 NA0822'RECOVERED IN GOOD CONDITION.
 NA0822
 NA0822                          STATION RECOVERY (2006)
 NA0822
 NA0822'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (KBM)
 NA0822'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0785 ***********************************************************************
 NA0785  DESIGNATION -  E 316
 NA0785  PID         -  NA0785
 NA0785  STATE/COUNTY-  NY/HERKIMER
 NA0785  USGS QUAD   -  VAN HORNESVILLE (1943)
 NA0785
 NA0785                         *CURRENT SURVEY CONTROL
 NA0785  ___________________________________________________________________
 NA0785* NAD 83(1986)-  42 58 22.     (N)    074 50 28.     (W)     SCALED    
 NA0785* NAVD 88     -       184.157  (meters)     604.19   (feet)  ADJUSTED  
 NA0785  ___________________________________________________________________
 NA0785  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 NA0785  DYNAMIC HT  -         184.106 (meters)     604.02  (feet)  COMP
 NA0785  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 NA0785
 NA0785  VERT ORDER  -  SECOND    CLASS 0
 NA0785
 NA0785.The horizontal coordinates were scaled from a topographic map and have
 NA0785.an estimated accuracy of +/- 6 seconds.
 NA0785
 NA0785.The orthometric height was determined by differential leveling
 NA0785.and adjusted by the National Geodetic Survey in June 1991..
 NA0785
 NA0785.The geoid height was determined by GEOID03.
 NA0785
 NA0785.The dynamic height is computed by dividing the NAVD 88
 NA0785.geopotential number by the normal gravity value computed on the
 NA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0785.degrees latitude (g = 980.6199 gals.).
 NA0785
 NA0785.The modeled gravity was interpolated from observed gravity values.
 NA0785
 NA0785;                    North         East    Units  Estimated Accuracy
 NA0785;SPC NY E     -   459,710.      122,180.      MT  (+/- 180 meters Scaled)
 NA0785
 NA0785                          SUPERSEDED SURVEY CONTROL
 NA0785
 NA0785  NGVD 29 (??/??/92)  184.307  (m)          604.68   (f) ADJ UNCH    2 0
 NA0785
 NA0785.Superseded values are not recommended for survey control.
 NA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0785.See file dsdata.txt to determine how the superseded data were derived.
 NA0785
 NA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN129578(NAD 83)
 NA0785_MARKER: DB = BENCH MARK DISK
 NA0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0785_SP_SET: BRIDGE
 NA0785_STAMPING: E 316 1942
 NA0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0785
 NA0785  HISTORY     - Date     Condition        Report By
 NA0785  HISTORY     - 1942     MONUMENTED       CGS
 NA0785  HISTORY     - 1977     GOOD             NYDT
 NA0785
 NA0785                          STATION DESCRIPTION
 NA0785
 NA0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 NA0785'6.6 MI NW FROM STARKVILLE.
 NA0785'ABOUT 4.7 MILES NORTHWEST ALONG HIGHWAY NO. 168 FROM THE JUNCTION
 NA0785'WITH HIGHWAY NO. 80 AT STARKVILLE, THENCE ABOUT 1.9 MILES NORTHEAST
 NA0785'ALONG A SURFACED COUNTY ROAD, A U.S.C. AND G.S. DISK SET IN THE TOP
 NA0785'OF THE NORTHEAST WING WALL OF A CONCRETE BRIDGE OVER NOWADAGA CREEK.
 NA0785
 NA0785                          STATION RECOVERY (1977)
 NA0785
 NA0785'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 NA0785'THE MARK IS LOCATED ABOUT 4.7 MILES NORTHWEST ALONG NYS ROUTE 168
 NA0785'FROM THE JUNCTION OF NYS ROUTE 80 AT STARKVILLE, HERKIMER COUNTY,
 NA0785'THENCE 1.6 MILES NORTHEAST ALONG TRAVIS ROAD, AT A CONCRETE BRIDGE
 NA0785'OVER THE NOWADAGA CREEK IN THE TOP OF THE NORTHEAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0880 ***********************************************************************
 OE0880  DESIGNATION -  E 317
 OE0880  PID         -  OE0880
 OE0880  STATE/COUNTY-  NY/HERKIMER
 OE0880  USGS QUAD   -  NEWPORT (1982)
 OE0880
 OE0880                         *CURRENT SURVEY CONTROL
 OE0880  ___________________________________________________________________
 OE0880* NAD 83(1986)-  43 11 37.     (N)    075 01 23.     (W)     SCALED    
 OE0880* NAVD 88     -       198.189  (meters)     650.23   (feet)  ADJUSTED  
 OE0880  ___________________________________________________________________
 OE0880  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 OE0880  DYNAMIC HT  -         198.137 (meters)     650.05  (feet)  COMP
 OE0880  MODELED GRAV-     980,351.0   (mgal)                       NAVD 88
 OE0880
 OE0880  VERT ORDER  -  SECOND    CLASS 0
 OE0880
 OE0880.The horizontal coordinates were scaled from a topographic map and have
 OE0880.an estimated accuracy of +/- 6 seconds.
 OE0880
 OE0880.The orthometric height was determined by differential leveling
 OE0880.and adjusted by the National Geodetic Survey in June 1991..
 OE0880
 OE0880.The geoid height was determined by GEOID03.
 OE0880
 OE0880.The dynamic height is computed by dividing the NAVD 88
 OE0880.geopotential number by the normal gravity value computed on the
 OE0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0880.degrees latitude (g = 980.6199 gals.).
 OE0880
 OE0880.The modeled gravity was interpolated from observed gravity values.
 OE0880
 OE0880;                    North         East    Units  Estimated Accuracy
 OE0880;SPC NY E     -   484,310.      107,490.      MT  (+/- 180 meters Scaled)
 OE0880
 OE0880                          SUPERSEDED SURVEY CONTROL
 OE0880
 OE0880  NGVD 29 (??/??/92)  198.331  (m)          650.69   (f) ADJ UNCH    2 0
 OE0880
 OE0880.Superseded values are not recommended for survey control.
 OE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0880.See file dsdata.txt to determine how the superseded data were derived.
 OE0880
 OE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN981823(NAD 83)
 OE0880_MARKER: DB = BENCH MARK DISK
 OE0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0880_SP_SET: CULVERT
 OE0880_STAMPING: E 317 1942
 OE0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0880
 OE0880  HISTORY     - Date     Condition        Report By
 OE0880  HISTORY     - 1942     MONUMENTED       CGS
 OE0880
 OE0880                          STATION DESCRIPTION
 OE0880
 OE0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0880'0.9 MI NW FROM NEWPORT.
 OE0880'ABOUT 0.9 MILE NORTHWEST ALONG HIGHWAY NO. 28 FROM THE LIBRARY AT
 OE0880'NEWPORT, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, A U.S.C.
 OE0880'AND G.S. DISK SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 OE0880'HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0330 ***********************************************************************
 OE0330  DESIGNATION -  E 318
 OE0330  PID         -  OE0330
 OE0330  STATE/COUNTY-  NY/FULTON
 OE0330  USGS QUAD   -  OPPENHEIM (1945)
 OE0330
 OE0330                         *CURRENT SURVEY CONTROL
 OE0330  ___________________________________________________________________
 OE0330* NAD 83(1986)-  43 03 15.     (N)    074 38 04.     (W)     SCALED    
 OE0330* NAVD 88     -       331.916  (meters)    1088.96   (feet)  ADJUSTED  
 OE0330  ___________________________________________________________________
 OE0330  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 OE0330  DYNAMIC HT  -         331.822 (meters)    1088.65  (feet)  COMP
 OE0330  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 OE0330
 OE0330  VERT ORDER  -  SECOND    CLASS 0
 OE0330
 OE0330.The horizontal coordinates were scaled from a topographic map and have
 OE0330.an estimated accuracy of +/- 6 seconds.
 OE0330
 OE0330.The orthometric height was determined by differential leveling
 OE0330.and adjusted by the National Geodetic Survey in June 1991..
 OE0330
 OE0330.The geoid height was determined by GEOID03.
 OE0330
 OE0330.The dynamic height is computed by dividing the NAVD 88
 OE0330.geopotential number by the normal gravity value computed on the
 OE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0330.degrees latitude (g = 980.6199 gals.).
 OE0330
 OE0330.The modeled gravity was interpolated from observed gravity values.
 OE0330
 OE0330;                    North         East    Units  Estimated Accuracy
 OE0330;SPC NY E     -   468,700.      139,050.      MT  (+/- 180 meters Scaled)
 OE0330
 OE0330                          SUPERSEDED SURVEY CONTROL
 OE0330
 OE0330  NGVD 29 (??/??/92)  332.072  (m)         1089.47   (f) ADJ UNCH    2 0
 OE0330
 OE0330.Superseded values are not recommended for survey control.
 OE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0330.See file dsdata.txt to determine how the superseded data were derived.
 OE0330
 OE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN297668(NAD 83)
 OE0330_MARKER: DB = BENCH MARK DISK
 OE0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0330_SP_SET: BRIDGE
 OE0330_STAMPING: E 318 1942
 OE0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0330
 OE0330  HISTORY     - Date     Condition        Report By
 OE0330  HISTORY     - 1942     MONUMENTED       CGS
 OE0330
 OE0330                          STATION DESCRIPTION
 OE0330
 OE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0330'1.9 MI NW FROM LASSELLSVILLE.
 OE0330'ABOUT 1.9 MILES NORTHWEST ALONG HIGHWAY NO. 29 FROM THE SCHOOL HOUSE
 OE0330'AT LASSELLSVILLE, A U.S.C. AND G.S. DISK SET IN THE TOP OF THE
 OE0330'NORTHEAST WING WALL OF CONCRETE BRIDGE NO. 8091 BL OVER TIMMERMAN
 OE0330'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0278 ***********************************************************************
 OE0278  DESIGNATION -  E 319
 OE0278  PID         -  OE0278
 OE0278  STATE/COUNTY-  NY/FULTON
 OE0278  USGS QUAD   -  BROADALBIN (1970)
 OE0278
 OE0278                         *CURRENT SURVEY CONTROL
 OE0278  ___________________________________________________________________
 OE0278* NAD 83(1986)-  43 00 07.     (N)    074 11 25.     (W)     SCALED    
 OE0278* NAVD 88     -       244.275  (meters)     801.43   (feet)  ADJUSTED  
 OE0278  ___________________________________________________________________
 OE0278  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 OE0278  DYNAMIC HT  -         244.209 (meters)     801.21  (feet)  COMP
 OE0278  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 OE0278
 OE0278  VERT ORDER  -  SECOND    CLASS 0
 OE0278
 OE0278.The horizontal coordinates were scaled from a topographic map and have
 OE0278.an estimated accuracy of +/- 6 seconds.
 OE0278
 OE0278.The orthometric height was determined by differential leveling
 OE0278.and adjusted by the National Geodetic Survey in June 1991..
 OE0278
 OE0278.The geoid height was determined by GEOID03.
 OE0278
 OE0278.The dynamic height is computed by dividing the NAVD 88
 OE0278.geopotential number by the normal gravity value computed on the
 OE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0278.degrees latitude (g = 980.6199 gals.).
 OE0278
 OE0278.The modeled gravity was interpolated from observed gravity values.
 OE0278
 OE0278;                    North         East    Units  Estimated Accuracy
 OE0278;SPC NY E     -   462,930.      175,250.      MT  (+/- 180 meters Scaled)
 OE0278
 OE0278                          SUPERSEDED SURVEY CONTROL
 OE0278
 OE0278  NGVD 29 (??/??/92)  244.423  (m)          801.91   (f) ADJ UNCH    2 0
 OE0278
 OE0278.Superseded values are not recommended for survey control.
 OE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0278.See file dsdata.txt to determine how the superseded data were derived.
 OE0278
 OE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN659613(NAD 83)
 OE0278_MARKER: DB = BENCH MARK DISK
 OE0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OE0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OE0278_STAMPING: E-319 1942
 OE0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0278+STABILITY: SURFACE MOTION
 OE0278
 OE0278  HISTORY     - Date     Condition        Report By
 OE0278  HISTORY     - 1942     MONUMENTED       CGS
 OE0278  HISTORY     - 1975     MARK NOT FOUND   SELLS
 OE0278  HISTORY     - 1977     MARK NOT FOUND   NYDT
 OE0278
 OE0278                          STATION DESCRIPTION
 OE0278
 OE0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0278'4.6 MI N FROM AMSTERDAM.
 OE0278'4.6 MILES NORTH ALONG STATE HIGHWAY NO. 30 FROM THE POST OFFICE AT
 OE0278'AMSTERDAM, SET AT THE SOUTHEAST CORNER OF FIELD, 88 FEET NORTHEAST OF
 OE0278'THE NORTHEAST CORNER OF THE 2-STORY WHITE FARM HOUSE ON THE WEST SIDE
 OE0278'OF HIGHWAY, 56 FEET WEST OF THE NORTHWEST CORNER OF BARN ON EAST SIDE
 OE0278'OF HIGHWAY, 24.6 FEET WEST OF CENTER-LINE OF HIGHWAY, 4 FEET WEST OF
 OE0278'POLE NO. 162, 1 FOOT EAST OF REFERENCE POST.  BENCH MARK DISK SET IN
 OE0278'TOP OF CONCRETE POST.
 OE0278
 OE0278                          STATION RECOVERY (1975)
 OE0278
 OE0278'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 OE0278'MARK NOT FOUND.
 OE0278
 OE0278                          STATION RECOVERY (1977)
 OE0278
 OE0278'RECOVERY NOTE BY NY DEPT OF TRANSP 1977
 OE0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0303 ***********************************************************************
 OE0303  DESIGNATION -  E 32
 OE0303  PID         -  OE0303
 OE0303  STATE/COUNTY-  NY/HERKIMER
 OE0303  USGS QUAD   -  LITTLE FALLS (1943)
 OE0303
 OE0303                         *CURRENT SURVEY CONTROL
 OE0303  ___________________________________________________________________
 OE0303* NAD 83(1986)-  43 01 29.     (N)    074 47 43.     (W)     SCALED    
 OE0303* NAVD 88     -       101.549  (meters)     333.17   (feet)  ADJUSTED  
 OE0303  ___________________________________________________________________
 OE0303  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 OE0303  DYNAMIC HT  -         101.521 (meters)     333.07  (feet)  COMP
 OE0303  MODELED GRAV-     980,346.3   (mgal)                       NAVD 88
 OE0303
 OE0303  VERT ORDER  -  FIRST     CLASS II
 OE0303
 OE0303.The horizontal coordinates were scaled from a topographic map and have
 OE0303.an estimated accuracy of +/- 6 seconds.
 OE0303
 OE0303.The orthometric height was determined by differential leveling
 OE0303.and adjusted by the National Geodetic Survey in June 1991..
 OE0303
 OE0303.The geoid height was determined by GEOID03.
 OE0303
 OE0303.The dynamic height is computed by dividing the NAVD 88
 OE0303.geopotential number by the normal gravity value computed on the
 OE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0303.degrees latitude (g = 980.6199 gals.).
 OE0303
 OE0303.The modeled gravity was interpolated from observed gravity values.
 OE0303
 OE0303;                    North         East    Units  Estimated Accuracy
 OE0303;SPC NY E     -   465,460.      125,940.      MT  (+/- 180 meters Scaled)
 OE0303
 OE0303                          SUPERSEDED SURVEY CONTROL
 OE0303
 OE0303  NGVD 29 (??/??/92)  101.704  (m)          333.67   (f) ADJ UNCH    1 2
 OE0303
 OE0303.Superseded values are not recommended for survey control.
 OE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0303.See file dsdata.txt to determine how the superseded data were derived.
 OE0303
 OE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN166635(NAD 83)
 OE0303_MARKER: DB = BENCH MARK DISK
 OE0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0303_SP_SET: CULVERT
 OE0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0303
 OE0303  HISTORY     - Date     Condition        Report By
 OE0303  HISTORY     - UNK      MONUMENTED       CGS
 OE0303  HISTORY     - 1931     GOOD             NGS
 OE0303
 OE0303                          STATION DESCRIPTION
 OE0303
 OE0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 OE0303'3.6 MI E FROM LITTLE FALLS.
 OE0303'6 RAILS EAST OF MILE POST 213.  ON WEST END OF NORTH WALL OF CONCRETE
 OE0303'CULVERT.  7 FEET NORTH OF NORTH RAIL OF TRACK AND ON A LEVEL OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0247 ***********************************************************************
 OE0247  DESIGNATION -  E 320
 OE0247  PID         -  OE0247
 OE0247  STATE/COUNTY-  NY/SARATOGA
 OE0247  USGS QUAD   -  EDINBURG (1970)
 OE0247
 OE0247                         *CURRENT SURVEY CONTROL
 OE0247  ___________________________________________________________________
 OE0247* NAD 83(1986)-  43 09 11.     (N)    074 06 48.     (W)     SCALED    
 OE0247* NAVD 88     -       251.345  (meters)     824.62   (feet)  ADJUSTED  
 OE0247  ___________________________________________________________________
 OE0247  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OE0247  DYNAMIC HT  -         251.279 (meters)     824.40  (feet)  COMP
 OE0247  MODELED GRAV-     980,351.3   (mgal)                       NAVD 88
 OE0247
 OE0247  VERT ORDER  -  SECOND    CLASS 0
 OE0247
 OE0247.The horizontal coordinates were scaled from a topographic map and have
 OE0247.an estimated accuracy of +/- 6 seconds.
 OE0247
 OE0247.The orthometric height was determined by differential leveling
 OE0247.and adjusted by the National Geodetic Survey in June 1991..
 OE0247
 OE0247.The geoid height was determined by GEOID03.
 OE0247
 OE0247.The dynamic height is computed by dividing the NAVD 88
 OE0247.geopotential number by the normal gravity value computed on the
 OE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0247.degrees latitude (g = 980.6199 gals.).
 OE0247
 OE0247.The modeled gravity was interpolated from observed gravity values.
 OE0247
 OE0247;                    North         East    Units  Estimated Accuracy
 OE0247;SPC NY E     -   479,750.      181,450.      MT  (+/- 180 meters Scaled)
 OE0247
 OE0247                          SUPERSEDED SURVEY CONTROL
 OE0247
 OE0247  NGVD 29 (??/??/92)  251.478  (m)          825.06   (f) ADJ UNCH    2 0
 OE0247
 OE0247.Superseded values are not recommended for survey control.
 OE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0247.See file dsdata.txt to determine how the superseded data were derived.
 OE0247
 OE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN720781(NAD 83)
 OE0247_MARKER: DB = BENCH MARK DISK
 OE0247_SETTING: 66 = SET IN ROCK OUTCROP
 OE0247_SP_SET: ROCK OUTCROP
 OE0247_STAMPING: E 320 1942
 OE0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0247+STABILITY: POSITION/ELEVATION WELL
 OE0247
 OE0247  HISTORY     - Date     Condition        Report By
 OE0247  HISTORY     - 1942     MONUMENTED       CGS
 OE0247  HISTORY     - 1955     GOOD             NGS
 OE0247
 OE0247                          STATION DESCRIPTION
 OE0247
 OE0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OE0247'1.1 MI NE FROM NORTHAMPTON.
 OE0247'ABOUT 1.1 MILES NORTHEAST ALONG A ROAD LEADING TO BACHELLERVILLE FROM
 OE0247'THE PRESBYTERIAN CHURCH AT NORTHAMPTON, IN THE TOP OF AN OUTCROPPING
 OE0247'ROCK THAT IS ABOUT 3 1/2 X 6 FEET, 18 FEET NORTHWEST OF THE CENTER
 OE0247'LINE OF THE ROAD, 104 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 OE0247'NORTHWEST, 123 FEET SOUTHWEST OF A POWER LINE POLE NO. 21, 85 1/2 FEET
 OE0247'NORTHEAST OF POWER POLE NUMBER 1/20, 1 FOOT SOUTHWEST OF THE HIGHEST
 OE0247'POINT ON OUTCROP, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0214 ***********************************************************************
 OE0214  DESIGNATION -  E 321
 OE0214  PID         -  OE0214
 OE0214  STATE/COUNTY-  NY/FULTON
 OE0214  USGS QUAD   -  PECK LAKE (1970)
 OE0214
 OE0214                         *CURRENT SURVEY CONTROL
 OE0214  ___________________________________________________________________
 OE0214* NAD 83(1986)-  43 01 21.     (N)    074 24 29.     (W)     SCALED    
 OE0214* NAVD 88     -       238.929  (meters)     783.89   (feet)  ADJUSTED  
 OE0214  ___________________________________________________________________
 OE0214  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 OE0214  DYNAMIC HT  -         238.864 (meters)     783.67  (feet)  COMP
 OE0214  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 OE0214
 OE0214  VERT ORDER  -  SECOND    CLASS 0
 OE0214
 OE0214.The horizontal coordinates were scaled from a topographic map and have
 OE0214.an estimated accuracy of +/- 6 seconds.
 OE0214
 OE0214.The orthometric height was determined by differential leveling
 OE0214.and adjusted by the National Geodetic Survey in June 1991..
 OE0214
 OE0214.The geoid height was determined by GEOID03.
 OE0214
 OE0214.The dynamic height is computed by dividing the NAVD 88
 OE0214.geopotential number by the normal gravity value computed on the
 OE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0214.degrees latitude (g = 980.6199 gals.).
 OE0214
 OE0214.The modeled gravity was interpolated from observed gravity values.
 OE0214
 OE0214;                    North         East    Units  Estimated Accuracy
 OE0214;SPC NY E     -   465,180.      157,490.      MT  (+/- 180 meters Scaled)
 OE0214
 OE0214                          SUPERSEDED SURVEY CONTROL
 OE0214
 OE0214  NGVD 29 (??/??/92)  239.081  (m)          784.38   (f) ADJ UNCH    2 0
 OE0214
 OE0214.Superseded values are not recommended for survey control.
 OE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0214.See file dsdata.txt to determine how the superseded data were derived.
 OE0214
 OE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN482634(NAD 83)
 OE0214_MARKER: DB = BENCH MARK DISK
 OE0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0214_SP_SET: CULVERT
 OE0214_STAMPING: E 321 1942
 OE0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0214
 OE0214  HISTORY     - Date     Condition        Report By
 OE0214  HISTORY     - 1942     MONUMENTED       CGS
 OE0214
 OE0214                          STATION DESCRIPTION
 OE0214
 OE0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0214'2.2 MI NW FROM JOHNSTOWN.
 OE0214'2.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 OE0214'JOHNSTOWN, AT A 5- BY 5-FOOT CONCRETE BOX CULVERT.  A DISK, SET IN THE
 OE0214'TOP OF THE SOUTH END OF THE EAST HEAD WALL, AND 21 FEET EAST OF THE
 OE0214'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0209 ***********************************************************************
 OE0209  DESIGNATION -  E 322
 OE0209  PID         -  OE0209
 OE0209  STATE/COUNTY-  NY/FULTON
 OE0209  USGS QUAD   -  CAROGA LAKE (1970)
 OE0209
 OE0209                         *CURRENT SURVEY CONTROL
 OE0209  ___________________________________________________________________
 OE0209* NAD 83(1986)-  43 07 56.     (N)    074 22 49.     (W)     SCALED    
 OE0209* NAVD 88     -       435.771  (meters)    1429.69   (feet)  ADJUSTED  
 OE0209  ___________________________________________________________________
 OE0209  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 OE0209  DYNAMIC HT  -         435.646 (meters)    1429.28  (feet)  COMP
 OE0209  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 OE0209
 OE0209  VERT ORDER  -  SECOND    CLASS 0
 OE0209
 OE0209.The horizontal coordinates were scaled from a topographic map and have
 OE0209.an estimated accuracy of +/- 6 seconds.
 OE0209
 OE0209.The orthometric height was determined by differential leveling
 OE0209.and adjusted by the National Geodetic Survey in June 1991..
 OE0209
 OE0209.The geoid height was determined by GEOID03.
 OE0209
 OE0209.The dynamic height is computed by dividing the NAVD 88
 OE0209.geopotential number by the normal gravity value computed on the
 OE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0209.degrees latitude (g = 980.6199 gals.).
 OE0209
 OE0209.The modeled gravity was interpolated from observed gravity values.
 OE0209
 OE0209;                    North         East    Units  Estimated Accuracy
 OE0209;SPC NY E     -   477,370.      159,740.      MT  (+/- 180 meters Scaled)
 OE0209
 OE0209                          SUPERSEDED SURVEY CONTROL
 OE0209
 OE0209  NGVD 29 (??/??/92)  435.901  (m)         1430.12   (f) ADJ UNCH    2 0
 OE0209
 OE0209.Superseded values are not recommended for survey control.
 OE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0209.See file dsdata.txt to determine how the superseded data were derived.
 OE0209
 OE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN504756(NAD 83)
 OE0209_MARKER: DB = BENCH MARK DISK
 OE0209_SETTING: 80 = SET IN A BOULDER
 OE0209_SP_SET: BOULDER
 OE0209_STAMPING: E 322 1942
 OE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OE0209+STABILITY: SURFACE MOTION
 OE0209
 OE0209  HISTORY     - Date     Condition        Report By
 OE0209  HISTORY     - 1942     MONUMENTED       CGS
 OE0209
 OE0209                          STATION DESCRIPTION
 OE0209
 OE0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0209'7.8 MI N FROM GLOVERSVILLE.
 OE0209'6.6 MILES NORTH ALONG STATE HIGHWAY 309 FROM THE FIRST M.E. CHURCH AT
 OE0209'GLOVERSVILLE, THENCE 1.2 MILES NORTHWEST ALONG A BLACK TOP ROAD, AT A
 OE0209'T INTERSECTION OF THE BLACK TOP ROAD AND A DIRT ROAD LEADING EAST, 48
 OE0209'FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 39 FEET SOUTHEAST
 OE0209'OF THE EAST END OF A DOUBLE 36-INCH PIPE CULVERT, AND 34 FEET NORTH OF
 OE0209'THE CENTER LINE OF THE DIRT ROAD.  A DISK, SET IN THE TOP OF A LARGE
 OE0209'OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0189 ***********************************************************************
 OE0189  DESIGNATION -  E 323
 OE0189  PID         -  OE0189
 OE0189  STATE/COUNTY-  NY/FULTON
 OE0189  USGS QUAD   -  CAROGA LAKE (1970)
 OE0189
 OE0189                         *CURRENT SURVEY CONTROL
 OE0189  ___________________________________________________________________
 OE0189* NAD 83(1986)-  43 10 14.     (N)    074 22 59.     (W)     SCALED    
 OE0189* NAVD 88     -       444.498  (meters)    1458.32   (feet)  ADJUSTED  
 OE0189  ___________________________________________________________________
 OE0189  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OE0189  DYNAMIC HT  -         444.375 (meters)    1457.92  (feet)  COMP
 OE0189  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 OE0189
 OE0189  VERT ORDER  -  SECOND    CLASS 0
 OE0189
 OE0189.The horizontal coordinates were scaled from a topographic map and have
 OE0189.an estimated accuracy of +/- 6 seconds.
 OE0189
 OE0189.The orthometric height was determined by differential leveling
 OE0189.and adjusted by the National Geodetic Survey in June 1991..
 OE0189
 OE0189.The geoid height was determined by GEOID03.
 OE0189
 OE0189.The dynamic height is computed by dividing the NAVD 88
 OE0189.geopotential number by the normal gravity value computed on the
 OE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0189.degrees latitude (g = 980.6199 gals.).
 OE0189
 OE0189.The modeled gravity was interpolated from observed gravity values.
 OE0189
 OE0189;                    North         East    Units  Estimated Accuracy
 OE0189;SPC NY E     -   481,620.      159,510.      MT  (+/- 180 meters Scaled)
 OE0189
 OE0189                          SUPERSEDED SURVEY CONTROL
 OE0189
 OE0189  NGVD 29 (??/??/92)  444.628  (m)         1458.75   (f) ADJ UNCH    2 0
 OE0189
 OE0189.Superseded values are not recommended for survey control.
 OE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0189.See file dsdata.txt to determine how the superseded data were derived.
 OE0189
 OE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN501799(NAD 83)
 OE0189_MARKER: DB = BENCH MARK DISK
 OE0189_SETTING: 66 = SET IN ROCK OUTCROP
 OE0189_SP_SET: ROCK OUTCROP
 OE0189_STAMPING: E 323 1942
 OE0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0189+STABILITY: POSITION/ELEVATION WELL
 OE0189
 OE0189  HISTORY     - Date     Condition        Report By
 OE0189  HISTORY     - 1942     MONUMENTED       CGS
 OE0189
 OE0189                          STATION DESCRIPTION
 OE0189
 OE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 OE0189'5.9 MI NE FROM CAROGA LAKE.
 OE0189'ABOUT 0.2 MILE NORTH ALONG HIGHWAY NO. 10 FROM VROOMANS HOTEL AT
 OE0189'CAROGA LAKE, THENCE ABOUT 5.7 MILES NORTHEAST ALONG A SURFACED COUNTY
 OE0189'ROAD, 81.5 FEET EAST OF A TRIANGLE-BLAZED 15-INCH PINE TREE, 29 FEET
 OE0189'NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF A
 OE0189'TRIANGLE-BLAZED 10-INCH PINE TREE, A U.S.C. AND G.S. DISK SET IN THE
 OE0189'TOP OF A ROCK OUTCROP ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0354 ***********************************************************************
 LX0354  DESIGNATION -  E 325
 LX0354  PID         -  LX0354
 LX0354  STATE/COUNTY-  NY/SUFFOLK
 LX0354  USGS QUAD   -  GARDINERS ISLAND EAST (1956)
 LX0354
 LX0354                         *CURRENT SURVEY CONTROL
 LX0354  ___________________________________________________________________
 LX0354* NAD 83(1986)-  41 00 17.     (N)    072 01 26.     (W)     SCALED    
 LX0354* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 LX0354  ___________________________________________________________________
 LX0354  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX0354  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 LX0354  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 LX0354
 LX0354  VERT ORDER  -  SECOND    CLASS 0
 LX0354
 LX0354.The horizontal coordinates were scaled from a topographic map and have
 LX0354.an estimated accuracy of +/- 6 seconds.
 LX0354
 LX0354.The orthometric height was determined by differential leveling
 LX0354.and adjusted by the National Geodetic Survey in June 1991..
 LX0354
 LX0354.The geoid height was determined by GEOID03.
 LX0354
 LX0354.The dynamic height is computed by dividing the NAVD 88
 LX0354.geopotential number by the normal gravity value computed on the
 LX0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0354.degrees latitude (g = 980.6199 gals.).
 LX0354
 LX0354.The modeled gravity was interpolated from observed gravity values.
 LX0354
 LX0354;                    North         East    Units  Estimated Accuracy
 LX0354;SPC NY L     -    94,940.      466,230.      MT  (+/- 180 meters Scaled)
 LX0354
 LX0354                          SUPERSEDED SURVEY CONTROL
 LX0354
 LX0354  NGVD 29 (??/??/92)    1.806  (m)            5.93   (f) ADJ UNCH    2 0
 LX0354
 LX0354.Superseded values are not recommended for survey control.
 LX0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0354.See file dsdata.txt to determine how the superseded data were derived.
 LX0354
 LX0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL502435(NAD 83)
 LX0354_MARKER: DB = BENCH MARK DISK
 LX0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0354_STAMPING: E 325 1943
 LX0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0354+STABILITY: SURFACE MOTION
 LX0354
 LX0354  HISTORY     - Date     Condition        Report By
 LX0354  HISTORY     - 1943     MONUMENTED       CGS
 LX0354  HISTORY     - 1965     GOOD             NGS
 LX0354
 LX0354                          STATION DESCRIPTION
 LX0354
 LX0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0354'5.1 MI SW FROM MONTAUK.
 LX0354'5.1 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 27 FROM THE POST
 LX0354'OFFICE AT MONTAUK, SET AT A T ROAD, 40 FEET NORTHWEST OF THE
 LX0354'CENTERLINE OF THE HIGHWAY, 28.6 FEET NORTHEAST AND CURVING TO THE
 LX0354'NORTH, 3 FEET EAST OF PLOE NO. 225, 1.3 FEET SOUTHEAST OF
 LX0354'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 LX0354'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0340 ***********************************************************************
 LX0340  DESIGNATION -  E 327
 LX0340  PID         -  LX0340
 LX0340  STATE/COUNTY-  NY/SUFFOLK
 LX0340  USGS QUAD   -  NEW LONDON (1984)
 LX0340
 LX0340                         *CURRENT SURVEY CONTROL
 LX0340  ___________________________________________________________________
 LX0340* NAD 83(1986)-  41 15 47.     (N)    072 01 03.     (W)     SCALED    
 LX0340* LOCAL TIDAL -        10.317  (meters)      33.85   (feet)  ADJ UNCH  
 LX0340  ___________________________________________________________________
 LX0340  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 LX0340
 LX0340  VERT ORDER  -  SECOND    CLASS 0
 LX0340
 LX0340.The horizontal coordinates were scaled from a topographic map and have
 LX0340.an estimated accuracy of +/- 6 seconds.
 LX0340
 LX0340.The orthometric height was key entered from printed documents
 LX0340.and not key verified.
 LX0340
 LX0340.The geoid height was determined by GEOID03.
 LX0340
 LX0340;                    North         East    Units  Estimated Accuracy
 LX0340;SPC NY L     -   123,630.      466,120.      MT  (+/- 180 meters Scaled)
 LX0340
 LX0340                          SUPERSEDED SURVEY CONTROL
 LX0340
 LX0340.No superseded survey control is available for this station.
 LX0340
 LX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL498722(NAD 83)
 LX0340_MARKER: DB = BENCH MARK DISK
 LX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0340_STAMPING: E 327 1943
 LX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0340+STABILITY: SURFACE MOTION
 LX0340
 LX0340  HISTORY     - Date     Condition        Report By
 LX0340  HISTORY     - 1943     MONUMENTED       CGS
 LX0340  HISTORY     - 1988     GOOD             USPSQD
 LX0340  HISTORY     - 1989     GOOD             USPSQD
 LX0340
 LX0340                          STATION DESCRIPTION
 LX0340
 LX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LX0340'AT FISHERS ISLAND.
 LX0340'AT FISHERS ISLAND, SUFFOLK COUNTY, 150 FEET WEST OF THE POST
 LX0340'OFFICE, AT A ROAD JUNCTION, IN THE SOUTH CORNER OF THE TRIANGLE,
 LX0340'28 FEET EAST OF THE CENTER LINE OF THE ONE-WAY STREET LEADING
 LX0340'SOUTH, AND 25.4 FEET NORTH OF THE CENTER LINE OF THE ONE-WAY
 LX0340'STREET LEADING EAST.  A STANDARD DISK, STAMPED E 327 1943 AND
 LX0340'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 LX0340'GROUND.
 LX0340
 LX0340                          STATION RECOVERY (1988)
 LX0340
 LX0340'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0340'RECOVERED IN GOOD CONDITION.
 LX0340
 LX0340                          STATION RECOVERY (1989)
 LX0340
 LX0340'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0543 ***********************************************************************
 KU0543  DESIGNATION -  E 328
 KU0543  PID         -  KU0543
 KU0543  STATE/COUNTY-  NY/SUFFOLK
 KU0543  USGS QUAD   -  PATCHOGUE (1967)
 KU0543
 KU0543                         *CURRENT SURVEY CONTROL
 KU0543  ___________________________________________________________________
 KU0543* NAD 83(1986)-  40 50 14.     (N)    073 06 36.     (W)     SCALED    
 KU0543* NAVD 88     -        33.483  (meters)     109.85   (feet)  ADJUSTED  
 KU0543  ___________________________________________________________________
 KU0543  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 KU0543  DYNAMIC HT  -          33.471 (meters)     109.81  (feet)  COMP
 KU0543  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 KU0543
 KU0543  VERT ORDER  -  SECOND    CLASS 0
 KU0543
 KU0543.The horizontal coordinates were scaled from a topographic map and have
 KU0543.an estimated accuracy of +/- 6 seconds.
 KU0543
 KU0543.The orthometric height was determined by differential leveling
 KU0543.and adjusted by the National Geodetic Survey in June 1991..
 KU0543
 KU0543.The geoid height was determined by GEOID03.
 KU0543
 KU0543.The dynamic height is computed by dividing the NAVD 88
 KU0543.geopotential number by the normal gravity value computed on the
 KU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0543.degrees latitude (g = 980.6199 gals.).
 KU0543
 KU0543.The modeled gravity was interpolated from observed gravity values.
 KU0543
 KU0543;                    North         East    Units  Estimated Accuracy
 KU0543;SPC NY L     -    74,840.      375,060.      MT  (+/- 180 meters Scaled)
 KU0543
 KU0543                          SUPERSEDED SURVEY CONTROL
 KU0543
 KU0543  NGVD 29 (??/??/92)   33.806  (m)          110.91   (f) ADJ UNCH    2 0
 KU0543
 KU0543.Superseded values are not recommended for survey control.
 KU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0543.See file dsdata.txt to determine how the superseded data were derived.
 KU0543
 KU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL593224(NAD 83)
 KU0543_MARKER: DB = BENCH MARK DISK
 KU0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0543_STAMPING: E 328 1949
 KU0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0543+STABILITY: SURFACE MOTION
 KU0543
 KU0543  HISTORY     - Date     Condition        Report By
 KU0543  HISTORY     - 1949     MONUMENTED       CGS
 KU0543  HISTORY     - 1973     GOOD             NGS
 KU0543  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KU0543  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0543
 KU0543                          STATION DESCRIPTION
 KU0543
 KU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0543'2.2 MI N FROM RONKONKOMA.
 KU0543'ABOUT 2.15 MILES NORTH ALONG HAWKINS AVENUE FROM THE LONG ISLAND
 KU0543'RAILROAD STATION AT RONKONKOMA, AT THE POINT OF THE V OF THE
 KU0543'INTERSECTION OF HAWKINS AVENUE, SMITH STREET AND GATELOT ROAD,
 KU0543'38.1 FEET SOUTH OF THE CENTER LINE OF SMITH STREET, 32.3 FEET EAST
 KU0543'OF THE CENTER LINE OF HAWKINS AVENUE, 27 FEET SOUTHWEST OF THE
 KU0543'CENTER LINE OF GATELOT ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KU0543'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS AND SET IN THE
 KU0543'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU0543
 KU0543                          STATION RECOVERY (1973)
 KU0543
 KU0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KU0543'RECOVERED IN GOOD CONDITION.
 KU0543
 KU0543                          STATION RECOVERY (1986)
 KU0543
 KU0543'RECOVERY NOTE BY US POWER SQUADRON 1986 (JK)
 KU0543'MARK NOT FOUND.
 KU0543
 KU0543                          STATION RECOVERY (1995)
 KU0543
 KU0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0543'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0544 ***********************************************************************
 KU0544  DESIGNATION -  E 328 RESET 1973
 KU0544  PID         -  KU0544
 KU0544  STATE/COUNTY-  NY/SUFFOLK
 KU0544  USGS QUAD   -  PATCHOGUE (1967)
 KU0544
 KU0544                         *CURRENT SURVEY CONTROL
 KU0544  ___________________________________________________________________
 KU0544* NAD 83(1986)-  40 50 14.     (N)    073 06 36.     (W)     SCALED    
 KU0544* NAVD 88     -        33.01   (+/-2cm)     108.3    (feet)  VERTCON   
 KU0544  ___________________________________________________________________
 KU0544  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 KU0544
 KU0544  VERT ORDER  -  THIRD (See Below)
 KU0544
 KU0544.The horizontal coordinates were scaled from a topographic map and have
 KU0544.an estimated accuracy of +/- 6 seconds.
 KU0544
 KU0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0544.The vertical order pertains to the NGVD 29 superseded value.
 KU0544
 KU0544.The geoid height was determined by GEOID03.
 KU0544
 KU0544;                    North         East    Units  Estimated Accuracy
 KU0544;SPC NY L     -    74,840.      375,060.      MT  (+/- 180 meters Scaled)
 KU0544
 KU0544                          SUPERSEDED SURVEY CONTROL
 KU0544
 KU0544  NGVD 29 (??/??/??)   33.33   (m)          109.4    (f) RESET       3  
 KU0544
 KU0544.Superseded values are not recommended for survey control.
 KU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0544.See file dsdata.txt to determine how the superseded data were derived.
 KU0544
 KU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL593224(NAD 83)
 KU0544_MARKER: DB = BENCH MARK DISK
 KU0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0544_SP_SET: CONC STORM DRAIN ABUTMENT
 KU0544_STAMPING: E 328 RESET 1973
 KU0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0544
 KU0544  HISTORY     - Date     Condition        Report By
 KU0544  HISTORY     - 1973     MONUMENTED       NGS
 KU0544  HISTORY     - 1985     GOOD             USPSQD
 KU0544  HISTORY     - 20020930 GOOD             USPSQD
 KU0544  HISTORY     - 20021011 GOOD             USPSQD
 KU0544
 KU0544                          STATION DESCRIPTION
 KU0544
 KU0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KU0544'2.2 MI N FROM RONKONKOMA.
 KU0544'2.15 MILES NORTH ON HAWKINS AVE. FROM THE LONG ISLAND RAILROAD
 KU0544'STATION AT RONKONKOMA, AT THE 5-WAY INTERSECTION OF HAWKINS AVE.,
 KU0544'SMITH RD., AND GATELOT RD, IN NORTHEAST ANGLE OF THE CROSSROAD, 2
 KU0544'FEET NORTH OF CURB OF SMITH ST., 28 FEET SOUTH OF SOUTHWEST CORNER
 KU0544'OF THE 5-CORNERS DELI, 10 INCHES SOUTHWEST OF A POWER POLE, 21.6
 KU0544'FEET WEST-NORTHWEST OF LARGE METAL POLE SUPPORTING 3 TRAFFIC
 KU0544'SIGNALS, AND CEMENTED IN A DRILL HOLE IN THE EAST END OF A 2 X 5-FOOT,
 KU0544'CONCRETE, STORM-DRAIN ABUTMENT, FLUSH WITH GROUND ON NORTH SIDE AND
 KU0544'8 INCHES ABOVE LEVEL OF SMITH ST.
 KU0544
 KU0544                          STATION RECOVERY (1985)
 KU0544
 KU0544'RECOVERY NOTE BY US POWER SQUADRON 1985 (JK)
 KU0544'RECOVERED IN GOOD CONDITION.
 KU0544
 KU0544                          STATION RECOVERY (2002)
 KU0544
 KU0544'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0544'RECOVERED IN GOOD CONDITION.
 KU0544
 KU0544                          STATION RECOVERY (2002)
 KU0544
 KU0544'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGA)
 KU0544'E328 RESET 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0530 ***********************************************************************
 KU0530  DESIGNATION -  E 329
 KU0530  PID         -  KU0530
 KU0530  STATE/COUNTY-  NY/SUFFOLK
 KU0530  USGS QUAD   -  PORT JEFFERSON (1967)
 KU0530
 KU0530                         *CURRENT SURVEY CONTROL
 KU0530  ___________________________________________________________________
 KU0530* NAD 83(1986)-  40 53 17.     (N)    073 03 10.     (W)     SCALED    
 KU0530* NAVD 88     -        34.333  (meters)     112.64   (feet)  ADJUSTED  
 KU0530  ___________________________________________________________________
 KU0530  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KU0530  DYNAMIC HT  -          34.320 (meters)     112.60  (feet)  COMP
 KU0530  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 KU0530
 KU0530  VERT ORDER  -  SECOND    CLASS 0
 KU0530
 KU0530.The horizontal coordinates were scaled from a topographic map and have
 KU0530.an estimated accuracy of +/- 6 seconds.
 KU0530
 KU0530.The orthometric height was determined by differential leveling
 KU0530.and adjusted by the National Geodetic Survey in June 1991..
 KU0530
 KU0530.The geoid height was determined by GEOID03.
 KU0530
 KU0530.The dynamic height is computed by dividing the NAVD 88
 KU0530.geopotential number by the normal gravity value computed on the
 KU0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0530.degrees latitude (g = 980.6199 gals.).
 KU0530
 KU0530.The modeled gravity was interpolated from observed gravity values.
 KU0530
 KU0530;                    North         East    Units  Estimated Accuracy
 KU0530;SPC NY L     -    80,540.      379,830.      MT  (+/- 180 meters Scaled)
 KU0530
 KU0530                          SUPERSEDED SURVEY CONTROL
 KU0530
 KU0530  NGVD 29 (??/??/92)   34.645  (m)          113.66   (f) ADJ UNCH    2 0
 KU0530
 KU0530.Superseded values are not recommended for survey control.
 KU0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0530.See file dsdata.txt to determine how the superseded data were derived.
 KU0530
 KU0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL640281(NAD 83)
 KU0530_MARKER: DB = BENCH MARK DISK
 KU0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0530_STAMPING: E 329 1949
 KU0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0530+STABILITY: SURFACE MOTION
 KU0530
 KU0530  HISTORY     - Date     Condition        Report By
 KU0530  HISTORY     - 1949     MONUMENTED       CGS
 KU0530  HISTORY     - 1967     MARK NOT FOUND   USGS
 KU0530  HISTORY     - 20020130 MARK NOT FOUND   LOCSUR
 KU0530  HISTORY     - 20031020 MARK NOT FOUND   USPSQD
 KU0530
 KU0530                          STATION DESCRIPTION
 KU0530
 KU0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KU0530'2.6 MI NW FROM SELDEN.
 KU0530'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 25 FROM THE SELDEN
 KU0530'SCHOOL, THENCE ABOUT 1.7 MILES NORTH ALONG BOYLE ROAD, ABOUT 3.0
 KU0530'MILES SOUTH FROM THE LONG ISLAND RAILROAD STATION AT PORT
 KU0530'JEFFERSON, AT THE JUNCTION OF A DIM GRAVEL ROAD LEADING
 KU0530'SOUTHWEST, 55.5 FEET SOUTHWEST OF TELEPHONE POLE LIL 74, 46 FEET
 KU0530'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 26.8 FEET WEST
 KU0530'OF THE CENTER LINE OF BOYLE ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 KU0530'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN
 KU0530'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU0530
 KU0530                          STATION RECOVERY (1967)
 KU0530
 KU0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KU0530'MARK NOT FOUND.
 KU0530
 KU0530                          STATION RECOVERY (2002)
 KU0530
 KU0530'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0530'THERE IS A RECHARGE BASIN ON THE LEFT SIDE OF BOYLE ROAD 1.7 MILES
 KU0530'NORTH OF ROUTE 25.
 KU0530
 KU0530                          STATION RECOVERY (2003)
 KU0530
 KU0530'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0927 ***********************************************************************
 MZ0927  DESIGNATION -  E 33 RESET
 MZ0927  PID         -  MZ0927
 MZ0927  STATE/COUNTY-  NY/SCHENECTADY
 MZ0927  USGS QUAD   -  SCHENECTADY (1980)
 MZ0927
 MZ0927                         *CURRENT SURVEY CONTROL
 MZ0927  ___________________________________________________________________
 MZ0927* NAD 83(1986)-  42 50 53.     (N)    073 53 21.     (W)     SCALED    
 MZ0927* NAVD 88     -        81.28   (+/-2cm)     266.7    (feet)  VERTCON   
 MZ0927  ___________________________________________________________________
 MZ0927  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 MZ0927
 MZ0927  VERT ORDER  -  THIRD (See Below)
 MZ0927
 MZ0927.The horizontal coordinates were scaled from a topographic map and have
 MZ0927.an estimated accuracy of +/- 6 seconds.
 MZ0927
 MZ0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ0927.The vertical order pertains to the NGVD 29 superseded value.
 MZ0927
 MZ0927.The geoid height was determined by GEOID03.
 MZ0927
 MZ0927;                    North         East    Units  Estimated Accuracy
 MZ0927;SPC NY E     -   445,980.      199,930.      MT  (+/- 180 meters Scaled)
 MZ0927
 MZ0927                          SUPERSEDED SURVEY CONTROL
 MZ0927
 MZ0927  NGVD 29 (??/??/??)   81.44   (m)          267.2    (f) RESET       3  
 MZ0927
 MZ0927.Superseded values are not recommended for survey control.
 MZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0927.See file dsdata.txt to determine how the superseded data were derived.
 MZ0927
 MZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN907445(NAD 83)
 MZ0927_MARKER: DB = BENCH MARK DISK
 MZ0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0927_SP_SET: BRIDGE ABUTMENT
 MZ0927_STAMPING: E 33 RESET 1942
 MZ0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0927
 MZ0927  HISTORY     - Date     Condition        Report By
 MZ0927  HISTORY     - 1942     MONUMENTED       NYHD
 MZ0927  HISTORY     - 1988     GOOD             USPSQD
 MZ0927  HISTORY     - 20020329 POOR             NYDT
 MZ0927
 MZ0927                          STATION DESCRIPTION
 MZ0927
 MZ0927'DESCRIBED BY NY DEPT OF HIGHWAYS 1942
 MZ0927'AT AQUEDUCT.
 MZ0927'AT AQUEDUCT, SCHENECTADY COUNTY, ABOUT 100 YARDS WEST OF THE NEW YORK
 MZ0927'CENTRAL RAILROAD STATION, AT THE BRIDGE OVER THE MOHAWK GOLF
 MZ0927'CLUB-AQUEDUCT HIGHWAY, AT THE NORTHWEST CONCRETE ABUTMENT, AND IN THE
 MZ0927'TOP OF THE SOUTHWEST WING WALL AT ITS JUNCTION WITH THE ABUTMENT. A
 MZ0927'STANDARD DISK, STAMPED E 33 RESET 1942.
 MZ0927
 MZ0927                          STATION RECOVERY (1988)
 MZ0927
 MZ0927'RECOVERY NOTE BY US POWER SQUADRON 1988 (RPR)
 MZ0927'RECOVERED IN GOOD CONDITION.
 MZ0927
 MZ0927                          STATION RECOVERY (2002)
 MZ0927
 MZ0927'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 MZ0927'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0574 ***********************************************************************
 KU0574  DESIGNATION -  E 330
 KU0574  PID         -  KU0574
 KU0574  STATE/COUNTY-  NY/SUFFOLK
 KU0574  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0574
 KU0574                         *CURRENT SURVEY CONTROL
 KU0574  ___________________________________________________________________
 KU0574* NAD 83(1986)-  40 44 30.     (N)    073 19 17.     (W)     SCALED    
 KU0574* NAVD 88     -        12.608  (meters)      41.36   (feet)  ADJUSTED  
 KU0574  ___________________________________________________________________
 KU0574  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU0574  DYNAMIC HT  -          12.603 (meters)      41.35  (feet)  COMP
 KU0574  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 KU0574
 KU0574  VERT ORDER  -  SECOND    CLASS 0
 KU0574
 KU0574.The horizontal coordinates were scaled from a topographic map and have
 KU0574.an estimated accuracy of +/- 6 seconds.
 KU0574
 KU0574.The orthometric height was determined by differential leveling
 KU0574.and adjusted by the National Geodetic Survey in June 1991..
 KU0574
 KU0574.The geoid height was determined by GEOID03.
 KU0574
 KU0574.The dynamic height is computed by dividing the NAVD 88
 KU0574.geopotential number by the normal gravity value computed on the
 KU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0574.degrees latitude (g = 980.6199 gals.).
 KU0574
 KU0574.The modeled gravity was interpolated from observed gravity values.
 KU0574
 KU0574;                    North         East    Units  Estimated Accuracy
 KU0574;SPC NY L     -    64,070.      357,320.      MT  (+/- 180 meters Scaled)
 KU0574
 KU0574                          SUPERSEDED SURVEY CONTROL
 KU0574
 KU0574  NGVD 29 (??/??/92)   12.968  (m)           42.55   (f) ADJ UNCH    2 0
 KU0574
 KU0574.Superseded values are not recommended for survey control.
 KU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0574.See file dsdata.txt to determine how the superseded data were derived.
 KU0574
 KU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL417114(NAD 83)
 KU0574_MARKER: DB = BENCH MARK DISK
 KU0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0574_SP_SET: CULVERT
 KU0574_STAMPING: E 330 1950
 KU0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0574
 KU0574  HISTORY     - Date     Condition        Report By
 KU0574  HISTORY     - 1950     MONUMENTED       CGS
 KU0574  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0574  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0574
 KU0574                          STATION DESCRIPTION
 KU0574
 KU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0574'2.8 MI N FROM BABYLON.
 KU0574'ABOUT 2.85 MILES NORTH ALONG DEER PARK AVENUE FROM THE LONG
 KU0574'ISLAND RAILROAD STATION AT BABYLON, AT THE JUNCTION OF COMMACK
 KU0574'ROAD, SET IN THE TOP AT THE EAST END OF A 8 FOOT CONCRETE BOX
 KU0574'CULVERT AT THE POINT OF THE V OF THE ROAD JUNCTION, ABOUT 60
 KU0574'YARDS SOUTH OF THE SOUTH FACE OF SPELMAN TAVERN, 28.5 FEET
 KU0574'NORTHEAST OF THE CENTER LINE OF DEER PARK AVENUE, 27.4 FEET
 KU0574'SOUTHWEST OF THE CENTER LINE OF COMMACK ROAD, AND ABOUT LEVEL WITH
 KU0574'THE ROADS.
 KU0574
 KU0574                          STATION RECOVERY (1985)
 KU0574
 KU0574'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0574'MARK NOT FOUND.
 KU0574
 KU0574                          STATION RECOVERY (1985)
 KU0574
 KU0574'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0575 ***********************************************************************
 KU0575  DESIGNATION -  E 330 RESET 1962
 KU0575  PID         -  KU0575
 KU0575  STATE/COUNTY-  NY/SUFFOLK
 KU0575  USGS QUAD   -  BAY SHORE WEST (1979)
 KU0575
 KU0575                         *CURRENT SURVEY CONTROL
 KU0575  ___________________________________________________________________
 KU0575* NAD 83(1986)-  40 44 30.     (N)    073 19 17.     (W)     SCALED    
 KU0575* NAVD 88     -        13.57   (+/-2cm)      44.5    (feet)  VERTCON   
 KU0575  ___________________________________________________________________
 KU0575  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 KU0575
 KU0575  VERT ORDER  -  THIRD (See Below)
 KU0575
 KU0575.The horizontal coordinates were scaled from a topographic map and have
 KU0575.an estimated accuracy of +/- 6 seconds.
 KU0575
 KU0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0575.The vertical order pertains to the NGVD 29 superseded value.
 KU0575
 KU0575.The geoid height was determined by GEOID03.
 KU0575
 KU0575;                    North         East    Units  Estimated Accuracy
 KU0575;SPC NY L     -    64,070.      357,320.      MT  (+/- 180 meters Scaled)
 KU0575
 KU0575                          SUPERSEDED SURVEY CONTROL
 KU0575
 KU0575  NGVD 29 (??/??/??)   13.93   (m)           45.7    (f) RESET       3  
 KU0575
 KU0575.Superseded values are not recommended for survey control.
 KU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0575.See file dsdata.txt to determine how the superseded data were derived.
 KU0575
 KU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL417114(NAD 83)
 KU0575_MARKER: DB = BENCH MARK DISK
 KU0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0575_SP_SET: FLOOR
 KU0575_STAMPING: E 330 RESET 1962
 KU0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0575
 KU0575  HISTORY     - Date     Condition        Report By
 KU0575  HISTORY     - 1962     MONUMENTED       CGS
 KU0575  HISTORY     - 1985     GOOD             USPSQD
 KU0575
 KU0575                          STATION DESCRIPTION
 KU0575
 KU0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KU0575'2.8 MI N FROM BABYLON.
 KU0575'2.85 MILES NORTH ALONG DEER PARK AVENUE FROM THE LONG ISLAND RAILROAD
 KU0575'STATION AT BABYLON, SUFFOLK COUNTY, ON THE NORTHEAST CORNER OF
 KU0575'COMAC ROAD AND EDDIE AVENUE ON THE PROPERTY OF RAMIREZ AND
 KU0575'FONTANA AT 5 COMAC ROAD, BABYLON, 6 INCHES WEST OF THE SOUTHWEST
 KU0575'CORNER OF THE GARAGE IN A 10-INCH CONCRETE GARAGE FLOOR, AND
 KU0575'SET IN A DRILL HOLE.
 KU0575
 KU0575                          STATION RECOVERY (1985)
 KU0575
 KU0575'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0327 ***********************************************************************
 KU0327  DESIGNATION -  E 331
 KU0327  PID         -  KU0327
 KU0327  STATE/COUNTY-  NY/SUFFOLK
 KU0327  USGS QUAD   -  EASTPORT (1956)
 KU0327
 KU0327                         *CURRENT SURVEY CONTROL
 KU0327  ___________________________________________________________________
 KU0327* NAD 83(1986)-  40 50 14.     (N)    072 44 37.     (W)     SCALED    
 KU0327* NAVD 88     -        20.356  (meters)      66.78   (feet)  ADJUSTED  
 KU0327  ___________________________________________________________________
 KU0327  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU0327  DYNAMIC HT  -          20.348 (meters)      66.76  (feet)  COMP
 KU0327  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 KU0327
 KU0327  VERT ORDER  -  SECOND    CLASS 0
 KU0327
 KU0327.The horizontal coordinates were scaled from a topographic map and have
 KU0327.an estimated accuracy of +/- 6 seconds.
 KU0327
 KU0327.The orthometric height was determined by differential leveling
 KU0327.and adjusted by the National Geodetic Survey in June 1991..
 KU0327
 KU0327.The geoid height was determined by GEOID03.
 KU0327
 KU0327.The dynamic height is computed by dividing the NAVD 88
 KU0327.geopotential number by the normal gravity value computed on the
 KU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0327.degrees latitude (g = 980.6199 gals.).
 KU0327
 KU0327.The modeled gravity was interpolated from observed gravity values.
 KU0327
 KU0327;                    North         East    Units  Estimated Accuracy
 KU0327;SPC NY L     -    75,220.      405,960.      MT  (+/- 180 meters Scaled)
 KU0327
 KU0327                          SUPERSEDED SURVEY CONTROL
 KU0327
 KU0327  NGVD 29 (??/??/92)   20.654  (m)           67.76   (f) ADJ UNCH    2 0
 KU0327
 KU0327.Superseded values are not recommended for survey control.
 KU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0327.See file dsdata.txt to determine how the superseded data were derived.
 KU0327
 KU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL902231(NAD 83)
 KU0327_MARKER: DB = BENCH MARK DISK
 KU0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0327_STAMPING: E 331 1950
 KU0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0327+STABILITY: SURFACE MOTION
 KU0327
 KU0327  HISTORY     - Date     Condition        Report By
 KU0327  HISTORY     - 1950     MONUMENTED       CGS
 KU0327
 KU0327                          STATION DESCRIPTION
 KU0327
 KU0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0327'0.7 MI NW FROM EASTPORT.
 KU0327'ABOUT 0.7 MILE NORTHWEST ALONG MANOR ROAD FROM ITS JUNCTION
 KU0327'WITH STATE HIGHWAY 27 AT EASTPORT, ABOUT 51 YARDS NORTHEAST
 KU0327'OF THE INTERSECTION OF MANOR ROAD AND RIVERHEAD ROAD, 25.8 FEET
 KU0327'SOUTHEAST OF THE CENTER LINE OF RIVERHEAD ROAD, 3.8 FEET
 KU0327'SOUTHWEST OF A TELEPHONE POLE AND IN LINE WITH THE POLES, 3 FEET
 KU0327'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 KU0327'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KU0327'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0329 ***********************************************************************
 KU0329  DESIGNATION -  E 331 RESET
 KU0329  PID         -  KU0329
 KU0329  STATE/COUNTY-  NY/SUFFOLK
 KU0329  USGS QUAD   -  EASTPORT (1956)
 KU0329
 KU0329                         *CURRENT SURVEY CONTROL
 KU0329  ___________________________________________________________________
 KU0329* NAD 83(1986)-  40 50 14.     (N)    072 44 37.     (W)     SCALED    
 KU0329* NAVD 88     -        21.69   (+/-2cm)      71.2    (feet)  VERTCON   
 KU0329  ___________________________________________________________________
 KU0329  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU0329
 KU0329  VERT ORDER  -  THIRD (See Below)
 KU0329
 KU0329.The horizontal coordinates were scaled from a topographic map and have
 KU0329.an estimated accuracy of +/- 6 seconds.
 KU0329
 KU0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0329.The vertical order pertains to the NGVD 29 superseded value.
 KU0329
 KU0329.The geoid height was determined by GEOID03.
 KU0329
 KU0329;                    North         East    Units  Estimated Accuracy
 KU0329;SPC NY L     -    75,220.      405,960.      MT  (+/- 180 meters Scaled)
 KU0329
 KU0329                          SUPERSEDED SURVEY CONTROL
 KU0329
 KU0329  NGVD 29 (09/01/04)   21.99   (m)           72.1    (f) RESET       3  
 KU0329
 KU0329.Superseded values are not recommended for survey control.
 KU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0329.See file dsdata.txt to determine how the superseded data were derived.
 KU0329
 KU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL902231(NAD 83)
 KU0329_MARKER: DB = BENCH MARK DISK
 KU0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0329_STAMPING: E 331 RESET 1967
 KU0329_MARK LOGO: CGS   
 KU0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0329+STABILITY: SURFACE MOTION
 KU0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0329+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 KU0329
 KU0329  HISTORY     - Date     Condition        Report By
 KU0329  HISTORY     - 1967     MONUMENTED       NY-103
 KU0329  HISTORY     - 1986     GOOD             USPSQD
 KU0329  HISTORY     - 20001116 GOOD             NGS
 KU0329
 KU0329                          STATION DESCRIPTION
 KU0329
 KU0329'DESCRIBED BY SUFFOLK COUNTY NEW YORK 1967
 KU0329'0.7 MI NW FROM EASTPORT.
 KU0329'ABOUT 1.7 MILES NORTH ALONG MORICHES-RIVERHEAD ROAD FROM ITS
 KU0329'JUNCTION WITH MONTAUK HIGHWAY, 892 FEET NORTHEAST OF THE CENTER
 KU0329'LINE OF PAVEMENT INTERSECTION OF MANOR ROAD WITH MORICHES-RIVERHEAD
 KU0329'ROAD, 29 FEET NORTHWEST OF THE CENTER LINE OF THE PAVEMENT,
 KU0329'SOUTHBOUND LANE, MORICHES-RIVERHEAD ROAD, 134 FEET SOUTHWEST
 KU0329'OF POLE LIL 150, 67 FEET NORTHEAST OF POLE LIL 151 AND IN LINE
 KU0329'WITH POLES, METAL FENCE POSTS ARE SET 1 FOOT NORTH AND 1 FOOT
 KU0329'SOUTH OF THE MARK AS WITNESS POSTS, SET IN THE TOP OF A CONCRETE
 KU0329'POST FLUSH WITH THE GROUND.
 KU0329
 KU0329                          STATION RECOVERY (1986)
 KU0329
 KU0329'RECOVERY NOTE BY US POWER SQUADRON 1986 (WB)
 KU0329'RECOVERED IN GOOD CONDITION.
 KU0329
 KU0329                          STATION RECOVERY (2000)
 KU0329
 KU0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 KU0329'1.3 KM (0.80 MI) NORTHERLY ALONG EASTPORT MANOR ROAD FROM THE POST
 KU0329'OFFICE IN EASTPORT, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG MORICHES
 KU0329'RIVERHEAD ROAD (COUNTY ROAD 51) , 190.0 M (623.4 FT) NORTHEAST OF THE
 KU0329'ROAD CENTERLINE, 40.8 M (133.9 FT) SOUTHWEST OF UTILITY POLE NUMBER
 KU0329'150, 20.4 M (66.9 FT) NORTHEAST OF UTILITY POLE NUMBER 151, 8.6 M
 KU0329'(28.2 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 KU0329'ROAD, 1.6 M (5.2 FT) SOUTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE
 KU0329'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 KU0329'BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE ROAD
 KU0329'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0328 ***********************************************************************
 KU0328  DESIGNATION -  E 331 RESET 1966
 KU0328  PID         -  KU0328
 KU0328  STATE/COUNTY-  NY/SUFFOLK
 KU0328  USGS QUAD   -  EASTPORT (1956)
 KU0328
 KU0328                         *CURRENT SURVEY CONTROL
 KU0328  ___________________________________________________________________
 KU0328* NAD 83(1986)-  40 50 14.     (N)    072 44 37.     (W)     SCALED    
 KU0328* NAVD 88     -        21.71   (+/-2cm)      71.2    (feet)  VERTCON   
 KU0328  ___________________________________________________________________
 KU0328  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KU0328
 KU0328  VERT ORDER  -  THIRD (See Below)
 KU0328
 KU0328.The horizontal coordinates were scaled from a topographic map and have
 KU0328.an estimated accuracy of +/- 6 seconds.
 KU0328
 KU0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU0328.The vertical order pertains to the NGVD 29 superseded value.
 KU0328
 KU0328.The geoid height was determined by GEOID03.
 KU0328
 KU0328;                    North         East    Units  Estimated Accuracy
 KU0328;SPC NY L     -    75,220.      405,960.      MT  (+/- 180 meters Scaled)
 KU0328
 KU0328                          SUPERSEDED SURVEY CONTROL
 KU0328
 KU0328  NGVD 29 (??/??/??)   22.01   (m)           72.2    (f) RESET       3  
 KU0328
 KU0328.Superseded values are not recommended for survey control.
 KU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0328.See file dsdata.txt to determine how the superseded data were derived.
 KU0328
 KU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL902231(NAD 83)
 KU0328_MARKER: DB = BENCH MARK DISK
 KU0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0328_STAMPING: E 331 RESET 1966
 KU0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0328+STABILITY: SURFACE MOTION
 KU0328
 KU0328  HISTORY     - Date     Condition        Report By
 KU0328  HISTORY     - 1966     MONUMENTED       NY-103
 KU0328  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 KU0328
 KU0328                          STATION DESCRIPTION
 KU0328
 KU0328'DESCRIBED BY SUFFOLK COUNTY NEW YORK 1966
 KU0328'1.7 MI N FROM EAST MORICHES.
 KU0328'ABOUT 1.7 MILES NORTH ALONG THE MORICHES-RIVERHEAD ROAD FROM ITS
 KU0328'JUNCTION WITH THE MONTAUK ROAD, 32 FEET WEST OF THE CENTER LINE
 KU0328'OF THE EXISTING CONCRETE PAVEMENT, METAL FENCE POSTS ARE SET ONE
 KU0328'FOOT NORTH AND ONE FOOT SOUTH OF THE MARK, 2 FOOT NORTH AND 1
 KU0328'FOOT EAST OF A CONCRETE MARKER MARKING A NORTH-SOUTH PROPERTY
 KU0328'LINE AND SET IN THE TOP OF A CONCRETE POST.
 KU0328
 KU0328                          STATION RECOVERY (1996)
 KU0328
 KU0328'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0741 ***********************************************************************
 KU0741  DESIGNATION -  E 332
 KU0741  PID         -  KU0741
 KU0741  STATE/COUNTY-  NY/SUFFOLK
 KU0741  USGS QUAD   -  PATCHOGUE (1967)
 KU0741
 KU0741                         *CURRENT SURVEY CONTROL
 KU0741  ___________________________________________________________________
 KU0741* NAD 83(1986)-  40 51 41.     (N)    073 03 54.     (W)     SCALED    
 KU0741* NAVD 88     -        28.169  (meters)      92.42   (feet)  ADJUSTED  
 KU0741  ___________________________________________________________________
 KU0741  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KU0741  DYNAMIC HT  -          28.158 (meters)      92.38  (feet)  COMP
 KU0741  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 KU0741
 KU0741  VERT ORDER  -  SECOND    CLASS 0
 KU0741
 KU0741.The horizontal coordinates were scaled from a topographic map and have
 KU0741.an estimated accuracy of +/- 6 seconds.
 KU0741
 KU0741.The orthometric height was determined by differential leveling
 KU0741.and adjusted by the National Geodetic Survey in June 1991..
 KU0741
 KU0741.The geoid height was determined by GEOID03.
 KU0741
 KU0741.The dynamic height is computed by dividing the NAVD 88
 KU0741.geopotential number by the normal gravity value computed on the
 KU0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0741.degrees latitude (g = 980.6199 gals.).
 KU0741
 KU0741.The modeled gravity was interpolated from observed gravity values.
 KU0741
 KU0741;                    North         East    Units  Estimated Accuracy
 KU0741;SPC NY L     -    77,570.      378,830.      MT  (+/- 180 meters Scaled)
 KU0741
 KU0741                          SUPERSEDED SURVEY CONTROL
 KU0741
 KU0741  NGVD 29 (??/??/92)   28.485  (m)           93.45   (f) ADJ UNCH    2 0
 KU0741
 KU0741.Superseded values are not recommended for survey control.
 KU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0741.See file dsdata.txt to determine how the superseded data were derived.
 KU0741
 KU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL630251(NAD 83)
 KU0741_MARKER: DB = BENCH MARK DISK
 KU0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0741_STAMPING: E 332 1950
 KU0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0741+STABILITY: SURFACE MOTION
 KU0741
 KU0741  HISTORY     - Date     Condition        Report By
 KU0741  HISTORY     - 1950     MONUMENTED       CGS
 KU0741  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0741  HISTORY     - 20020130 MARK NOT FOUND   LOCSUR
 KU0741
 KU0741                          STATION DESCRIPTION
 KU0741
 KU0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0741'1.4 MI W FROM SELDEN.
 KU0741'1.4 MILES WEST ALONG STATE HIGHWAY 25 FROM POST OFFICE AT
 KU0741'SELDEN, 45.9 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 25,
 KU0741'17.0 FEET WEST OF CENTER LINE OF COLMAN ROAD.  LOCATED IN THE
 KU0741'NORTHWEST CORNER FORMED BY THE INTERSECTION OF COLMAN ROAD WITH
 KU0741'STATE HIGHWAY 25, 3.3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 KU0741'A DISK SET IN TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KU0741'GROUND.  NOTE-- B.M. E 332 IS 0.9 MILES WEST OF Q 328
 KU0741
 KU0741                          STATION RECOVERY (1995)
 KU0741
 KU0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0741'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 KU0741
 KU0741                          STATION RECOVERY (2002)
 KU0741
 KU0741'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0741'MEASURED DISTANCE OFF CENTERLINE OF COLEMAN ROAD PLACES YOU ON
 KU0741'CONCRETE AND BLACKTOP SIDEWALK.  DISTANCE OFF CENTERLINE OF ROUTE 25
 KU0741'PLACES YOU IN WESTBOUND LANE OF TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0618 ***********************************************************************
 KU0618  DESIGNATION -  E 333
 KU0618  PID         -  KU0618
 KU0618  STATE/COUNTY-  NY/SUFFOLK
 KU0618  USGS QUAD   -  CENTRAL ISLIP (1967)
 KU0618
 KU0618                         *CURRENT SURVEY CONTROL
 KU0618  ___________________________________________________________________
 KU0618* NAD 83(1986)-  40 47 04.     (N)    073 13 40.     (W)     SCALED    
 KU0618* NAVD 88     -        25.200  (meters)      82.68   (feet)  ADJUSTED  
 KU0618  ___________________________________________________________________
 KU0618  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 KU0618  DYNAMIC HT  -          25.191 (meters)      82.65  (feet)  COMP
 KU0618  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 KU0618
 KU0618  VERT ORDER  -  SECOND    CLASS 0
 KU0618
 KU0618.The horizontal coordinates were scaled from a topographic map and have
 KU0618.an estimated accuracy of +/- 6 seconds.
 KU0618
 KU0618.The orthometric height was determined by differential leveling
 KU0618.and adjusted by the National Geodetic Survey in June 1991..
 KU0618
 KU0618.The geoid height was determined by GEOID03.
 KU0618
 KU0618.The dynamic height is computed by dividing the NAVD 88
 KU0618.geopotential number by the normal gravity value computed on the
 KU0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0618.degrees latitude (g = 980.6199 gals.).
 KU0618
 KU0618.The modeled gravity was interpolated from observed gravity values.
 KU0618
 KU0618;                    North         East    Units  Estimated Accuracy
 KU0618;SPC NY L     -    68,890.      365,180.      MT  (+/- 180 meters Scaled)
 KU0618
 KU0618                          SUPERSEDED SURVEY CONTROL
 KU0618
 KU0618  NGVD 29 (??/??/92)   25.540  (m)           83.79   (f) ADJ UNCH    2 0
 KU0618
 KU0618.Superseded values are not recommended for survey control.
 KU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0618.See file dsdata.txt to determine how the superseded data were derived.
 KU0618
 KU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL495163(NAD 83)
 KU0618_MARKER: DB = BENCH MARK DISK
 KU0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0618_STAMPING: E 333 1950
 KU0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0618+STABILITY: SURFACE MOTION
 KU0618
 KU0618  HISTORY     - Date     Condition        Report By
 KU0618  HISTORY     - 1950     MONUMENTED       CGS
 KU0618  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0618
 KU0618                          STATION DESCRIPTION
 KU0618
 KU0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0618'1 MI NE FROM BRENTWOOD.
 KU0618'1.0 MILE NORTHEAST ALONG THE LONG ISLAND RAILROAD FROM THE
 KU0618'LONG ISLAND RAILROAD STATION AT BRENTWOOD, 245 FEET (PACED)
 KU0618'NORTHEAST OF SEMAPHORE NO. 420, 61.7 FEET NORTHWEST OF THE NORTH
 KU0618'RAIL OF THE TRACK, 33.0 FEET SOUTH OF THE SOUTH EDGE OF AN AREA
 KU0618'COVERED WITH HEAVY BRUSH, 4.0 FEET EAST OF TELEPHONE POLE NYT
 KU0618'103, 3.7 FEET WEST OF A WHITE WOODEN WITNESS POST AND ABOUT
 KU0618'LEVEL WITH THE TRACK, SET IN THE TOP OF A CONCRETE POST WHICH
 KU0618'IS FLUSH WITH THE GROUND.  NOTE-- BM E 333 IS 0.65 MILE SOUTHWEST
 KU0618'ALONG THE LONG ISLAND RAILROAD FROM BM F 333.
 KU0618
 KU0618                          STATION RECOVERY (1985)
 KU0618
 KU0618'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0277 ***********************************************************************
 KU0277  DESIGNATION -  E 334
 KU0277  PID         -  KU0277
 KU0277  STATE/COUNTY-  NY/SUFFOLK
 KU0277  USGS QUAD   -  MIDDLE ISLAND (1967)
 KU0277
 KU0277                         *CURRENT SURVEY CONTROL
 KU0277  ___________________________________________________________________
 KU0277* NAD 83(1986)-  40 56 15.     (N)    072 59 10.     (W)     SCALED    
 KU0277* NAVD 88     -        43.624  (meters)     143.12   (feet)  ADJUSTED  
 KU0277  ___________________________________________________________________
 KU0277  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 KU0277  DYNAMIC HT  -          43.608 (meters)     143.07  (feet)  COMP
 KU0277  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 KU0277
 KU0277  VERT ORDER  -  SECOND    CLASS 0
 KU0277
 KU0277.The horizontal coordinates were scaled from a topographic map and have
 KU0277.an estimated accuracy of +/- 6 seconds.
 KU0277
 KU0277.The orthometric height was determined by differential leveling
 KU0277.and adjusted by the National Geodetic Survey in June 1991..
 KU0277
 KU0277.The geoid height was determined by GEOID03.
 KU0277
 KU0277.The dynamic height is computed by dividing the NAVD 88
 KU0277.geopotential number by the normal gravity value computed on the
 KU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0277.degrees latitude (g = 980.6199 gals.).
 KU0277
 KU0277.The modeled gravity was interpolated from observed gravity values.
 KU0277
 KU0277;                    North         East    Units  Estimated Accuracy
 KU0277;SPC NY L     -    86,090.      385,380.      MT  (+/- 180 meters Scaled)
 KU0277
 KU0277                          SUPERSEDED SURVEY CONTROL
 KU0277
 KU0277  NGVD 29 (??/??/92)   43.926  (m)          144.11   (f) ADJ UNCH    2 0
 KU0277
 KU0277.Superseded values are not recommended for survey control.
 KU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0277.See file dsdata.txt to determine how the superseded data were derived.
 KU0277
 KU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL695337(NAD 83)
 KU0277_MARKER: DB = BENCH MARK DISK
 KU0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0277_STAMPING: E 334 1950
 KU0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0277+STABILITY: SURFACE MOTION
 KU0277
 KU0277  HISTORY     - Date     Condition        Report By
 KU0277  HISTORY     - 1950     MONUMENTED       CGS
 KU0277  HISTORY     - 1965     GOOD             NGS
 KU0277  HISTORY     - 19961113 GOOD             USPSQD
 KU0277  HISTORY     - 20020403 GOOD             LOCSUR
 KU0277
 KU0277                          STATION DESCRIPTION
 KU0277
 KU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0277'1.6 MI SE FROM MILLER PLACE.
 KU0277'1.6 MILES SOUTHEAST ALONG YAPHANK-MILLER PLACE ROAD FROM THE
 KU0277'GRADE SCHOOL AT MILLER PLACE TO THE JUNCTION OF MILLER PLACE-CORAM
 KU0277'ROAD, 65.6 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES
 KU0277'OF YAPHANK-MILLER PLACE AND MILLER PLACE-CORAM ROADS, 19.6 FEET
 KU0277'SOUTHWEST OF THE CENTER LINE OF YAPHANK-MILLER PLACE ROAD,
 KU0277'2.8 FEET SOUTHWEST OF POWER LINE POLE LIL 46, 1.9 FEET NORTHEAST
 KU0277'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 KU0277'POST PROJECTING 1 INCH.  NOTE-- BM E 334 IS 0.3 MILE SOUTH ALONG
 KU0277'YAPHANK-MILLER PLACE ROAD FROM THE INTERSECTION OF YAPHANK-MILLER
 KU0277'PLACE ROAD AND STATE HIGHWAY NO. 25A.
 KU0277
 KU0277                          STATION RECOVERY (1965)
 KU0277
 KU0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0277'RECOVERED IN GOOD CONDITION.
 KU0277
 KU0277                          STATION RECOVERY (1996)
 KU0277
 KU0277'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0277'RECOVERED IN GOOD CONDITION.
 KU0277
 KU0277                          STATION RECOVERY (2002)
 KU0277
 KU0277'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0277'A CONCRETE SIDEWALK HAS BEEN POURED AROUND THE STATION.  IT APPEARS
 KU0277'UNDISTURBED.  POLE LIL 46 HAS BEEN MOVED.  STATION IS NOW 2 FEET
 KU0277'NORTHWEST OF POLE LIL 46.  ABOUT 1 FOOT WEST OF THE FACE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0343 ***********************************************************************
 KU0343  DESIGNATION -  E 335
 KU0343  PID         -  KU0343
 KU0343  STATE/COUNTY-  NY/SUFFOLK
 KU0343  USGS QUAD   -  RIVERHEAD (1956)
 KU0343
 KU0343                         *CURRENT SURVEY CONTROL
 KU0343  ___________________________________________________________________
 KU0343* NAD 83(1986)-  40 57 29.     (N)    072 43 47.     (W)     SCALED    
 KU0343* NAVD 88     -        30.324  (meters)      99.49   (feet)  ADJUSTED  
 KU0343  ___________________________________________________________________
 KU0343  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KU0343  DYNAMIC HT  -          30.312 (meters)      99.45  (feet)  COMP
 KU0343  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 KU0343
 KU0343  VERT ORDER  -  SECOND    CLASS 0
 KU0343
 KU0343.The horizontal coordinates were scaled from a topographic map and have
 KU0343.an estimated accuracy of +/- 6 seconds.
 KU0343
 KU0343.The orthometric height was determined by differential leveling
 KU0343.and adjusted by the National Geodetic Survey in June 1991..
 KU0343
 KU0343.The geoid height was determined by GEOID03.
 KU0343
 KU0343.The dynamic height is computed by dividing the NAVD 88
 KU0343.geopotential number by the normal gravity value computed on the
 KU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0343.degrees latitude (g = 980.6199 gals.).
 KU0343
 KU0343.The modeled gravity was interpolated from observed gravity values.
 KU0343
 KU0343;                    North         East    Units  Estimated Accuracy
 KU0343;SPC NY L     -    88,660.      406,940.      MT  (+/- 180 meters Scaled)
 KU0343
 KU0343                          SUPERSEDED SURVEY CONTROL
 KU0343
 KU0343  NGVD 29 (??/??/92)   30.617  (m)          100.45   (f) ADJ UNCH    2 0
 KU0343
 KU0343.Superseded values are not recommended for survey control.
 KU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0343.See file dsdata.txt to determine how the superseded data were derived.
 KU0343
 KU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL910365(NAD 83)
 KU0343_MARKER: DB = BENCH MARK DISK
 KU0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0343_STAMPING: E 335 1950
 KU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0343+STABILITY: SURFACE MOTION
 KU0343
 KU0343  HISTORY     - Date     Condition        Report By
 KU0343  HISTORY     - 1950     MONUMENTED       CGS
 KU0343  HISTORY     - 20060629 MARK NOT FOUND   NYDT
 KU0343
 KU0343                          STATION DESCRIPTION
 KU0343
 KU0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KU0343'3.8 MI NW FROM RIVERHEAD.
 KU0343'3.8 MILES NORTHWEST ALONG ROANOKE AVENUE FROM RIVERHEAD HIGH
 KU0343'SCHOOL AT RIVERHEAD, SUFFOLK COUNTY, THENCE 1.65 MILES WEST ALONG
 KU0343'SOUND AVENUE, 0.05 MILE WEST OF THE JUNCTION OF OSBORN AVENUE
 KU0343'LEADING SOUTHEAST, AT RIVERHEAD AIRPORT, 165 FEET SOUTH OF THE
 KU0343'AVENUE, 110 FEET EAST OF THE EAST DRIVEWAY TO THE AIRPORT, 2.5
 KU0343'FEET EAST OF THE SOUTHEAST CORNER OF THE AIRPORT STORAGE BARN, AND
 KU0343'2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KU0343'STAMPED E 335 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KU0343'3 INCHES ABOVE GROUND.
 KU0343
 KU0343                          STATION RECOVERY (2006)
 KU0343
 KU0343'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (PAF)
 KU0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0069 ***********************************************************************
 KU0069  DESIGNATION -  E 336
 KU0069  PID         -  KU0069
 KU0069  STATE/COUNTY-  NY/SUFFOLK
 KU0069  USGS QUAD   -  SOUTHAMPTON (1956)
 KU0069
 KU0069                         *CURRENT SURVEY CONTROL
 KU0069  ___________________________________________________________________
 KU0069* NAD 83(1986)-  40 56 41.     (N)    072 23 58.     (W)     SCALED    
 KU0069* NAVD 88     -         7.052  (meters)      23.14   (feet)  ADJUSTED  
 KU0069  ___________________________________________________________________
 KU0069  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU0069  DYNAMIC HT  -           7.049 (meters)      23.13  (feet)  COMP
 KU0069  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 KU0069
 KU0069  VERT ORDER  -  SECOND    CLASS 0
 KU0069
 KU0069.The horizontal coordinates were scaled from a topographic map and have
 KU0069.an estimated accuracy of +/- 6 seconds.
 KU0069
 KU0069.The orthometric height was determined by differential leveling
 KU0069.and adjusted by the National Geodetic Survey in June 1991..
 KU0069
 KU0069.The geoid height was determined by GEOID03.
 KU0069
 KU0069.The dynamic height is computed by dividing the NAVD 88
 KU0069.geopotential number by the normal gravity value computed on the
 KU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0069.degrees latitude (g = 980.6199 gals.).
 KU0069
 KU0069.The modeled gravity was interpolated from observed gravity values.
 KU0069
 KU0069;                    North         East    Units  Estimated Accuracy
 KU0069;SPC NY L     -    87,630.      434,770.      MT  (+/- 180 meters Scaled)
 KU0069
 KU0069                          SUPERSEDED SURVEY CONTROL
 KU0069
 KU0069  NGVD 29 (??/??/92)    7.332  (m)           24.06   (f) ADJ UNCH    2 0
 KU0069
 KU0069.Superseded values are not recommended for survey control.
 KU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0069.See file dsdata.txt to determine how the superseded data were derived.
 KU0069
 KU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL189358(NAD 83)
 KU0069_MARKER: DB = BENCH MARK DISK
 KU0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0069_STAMPING: E 336 1950
 KU0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0069+STABILITY: SURFACE MOTION
 KU0069
 KU0069  HISTORY     - Date     Condition        Report By
 KU0069  HISTORY     - 1950     MONUMENTED       CGS
 KU0069  HISTORY     - 1956     GOOD             NGS
 KU0069  HISTORY     - 20010411 GOOD             USPSQD
 KU0069  HISTORY     - 20040418 GOOD             USPSQD
 KU0069
 KU0069                          STATION DESCRIPTION
 KU0069
 KU0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0069'4.8 MI NE FROM SOUTHAMPTON.
 KU0069'4.75 MILES NORTHEAST ALONG THE NORTH SEA ROAD FROM THE TOWN
 KU0069'HALL AT SOUTHAMPTON, AT THE T-JUNCTION OF AN ASPHALT ROAD LEADING
 KU0069'SOUTH, 38 FEET WEST OF THE CENTER LINE OF THE T-ROAD, 28 FEET
 KU0069'SOUTHEAST OF THE CENTER LINE OF THE NORTH SEA ROAD, 2.6 FEET
 KU0069'SOUTHWEST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 KU0069'POST PROJECTING 2 INCHES ABOVE THE GROUND.
 KU0069
 KU0069                          STATION RECOVERY (2001)
 KU0069
 KU0069'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KU0069'RECOVERED IN GOOD CONDITION.
 KU0069
 KU0069                          STATION RECOVERY (2004)
 KU0069
 KU0069'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 KU0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0286 ***********************************************************************
 LX0286  DESIGNATION -  E 337
 LX0286  PID         -  LX0286
 LX0286  STATE/COUNTY-  NY/SUFFOLK
 LX0286  USGS QUAD   -  GREENPORT (1956)
 LX0286
 LX0286                         *CURRENT SURVEY CONTROL
 LX0286  ___________________________________________________________________
 LX0286* NAD 83(1986)-  41 04 04.     (N)    072 19 54.     (W)     SCALED    
 LX0286* NAVD 88     -         5.348  (meters)      17.55   (feet)  ADJUSTED  
 LX0286  ___________________________________________________________________
 LX0286  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 LX0286  DYNAMIC HT  -           5.346 (meters)      17.54  (feet)  COMP
 LX0286  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 LX0286
 LX0286  VERT ORDER  -  SECOND    CLASS 0
 LX0286
 LX0286.The horizontal coordinates were scaled from a topographic map and have
 LX0286.an estimated accuracy of +/- 6 seconds.
 LX0286
 LX0286.The orthometric height was determined by differential leveling
 LX0286.and adjusted by the National Geodetic Survey in June 1991..
 LX0286
 LX0286.The geoid height was determined by GEOID03.
 LX0286
 LX0286.The dynamic height is computed by dividing the NAVD 88
 LX0286.geopotential number by the normal gravity value computed on the
 LX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0286.degrees latitude (g = 980.6199 gals.).
 LX0286
 LX0286.The modeled gravity was interpolated from observed gravity values.
 LX0286
 LX0286;                    North         East    Units  Estimated Accuracy
 LX0286;SPC NY L     -   101,400.      440,210.      MT  (+/- 180 meters Scaled)
 LX0286
 LX0286                          SUPERSEDED SURVEY CONTROL
 LX0286
 LX0286  NGVD 29 (??/??/92)    5.633  (m)           18.48   (f) ADJ UNCH    2 0
 LX0286
 LX0286.Superseded values are not recommended for survey control.
 LX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0286.See file dsdata.txt to determine how the superseded data were derived.
 LX0286
 LX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL241497(NAD 83)
 LX0286_MARKER: DB = BENCH MARK DISK
 LX0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0286_STAMPING: E 337 1950
 LX0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0286+STABILITY: SURFACE MOTION
 LX0286
 LX0286  HISTORY     - Date     Condition        Report By
 LX0286  HISTORY     - 1950     MONUMENTED       CGS
 LX0286  HISTORY     - 1956     GOOD             NGS
 LX0286
 LX0286                          STATION DESCRIPTION
 LX0286
 LX0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LX0286'0.4 MI SE FROM SHELTER ISLAND.
 LX0286'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 114 FROM THE TOWN
 LX0286'HALL AT SHELTER ISLAND, AT THE JUNCTION OF STATE HIGHWAY NO. 114
 LX0286'AND RAM ISLAND ROAD, 53 FEET NORTHEAST OF THE CENTERLINE OF
 LX0286'HIGHWAY, 36 FEET EAST OF THE TRIANGULAR GRASS PLOT FORMED BY THE
 LX0286'INTERSECTION, 18.6 FEET EAST OF THE CENTERLINE OF RAM ISLAND
 LX0286'ROAD, 2.3 FEET SOUTH OF A WITNESS POST, SET IN TOP OF A CONCRETE
 LX0286'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0887 ***********************************************************************
 KU0887  DESIGNATION -  E 338
 KU0887  PID         -  KU0887
 KU0887  STATE/COUNTY-  NY/NEW YORK
 KU0887  USGS QUAD   -  CENTRAL PARK (1979)
 KU0887
 KU0887                         *CURRENT SURVEY CONTROL
 KU0887  ___________________________________________________________________
 KU0887* NAD 83(1986)-  40 49 03.     (N)    073 57 41.     (W)     SCALED    
 KU0887* NAVD 88     -         7.845  (meters)      25.74   (feet)  ADJUSTED  
 KU0887  ___________________________________________________________________
 KU0887  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU0887  DYNAMIC HT  -           7.842 (meters)      25.73  (feet)  COMP
 KU0887  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 KU0887
 KU0887  VERT ORDER  -  FIRST     CLASS I
 KU0887
 KU0887.The horizontal coordinates were scaled from a topographic map and have
 KU0887.an estimated accuracy of +/- 6 seconds.
 KU0887
 KU0887.The orthometric height was determined by differential leveling
 KU0887.and adjusted by the National Geodetic Survey in June 1991..
 KU0887
 KU0887.The geoid height was determined by GEOID03.
 KU0887
 KU0887.The dynamic height is computed by dividing the NAVD 88
 KU0887.geopotential number by the normal gravity value computed on the
 KU0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0887.degrees latitude (g = 980.6199 gals.).
 KU0887
 KU0887.The modeled gravity was interpolated from observed gravity values.
 KU0887
 KU0887;                    North         East    Units  Estimated Accuracy
 KU0887;SPC NY E     -   220,420.      195,440.      MT  (+/- 180 meters Scaled)
 KU0887
 KU0887                          SUPERSEDED SURVEY CONTROL
 KU0887
 KU0887  NGVD 29 (??/??/92)    8.17   (m)           26.8    (f) COMPUTED    1 1
 KU0887
 KU0887.Superseded values are not recommended for survey control.
 KU0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0887.See file dsdata.txt to determine how the superseded data were derived.
 KU0887
 KU0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL875190(NAD 83)
 KU0887_MARKER: DB = BENCH MARK DISK
 KU0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0887_SP_SET: ABUTMENT
 KU0887_STAMPING: E 338 1952
 KU0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0887+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 KU0887
 KU0887  HISTORY     - Date     Condition        Report By
 KU0887  HISTORY     - 1952     MONUMENTED       CGS
 KU0887  HISTORY     - 1965     GOOD             NGS
 KU0887  HISTORY     - 20051101 GOOD             GEOCAC
 KU0887
 KU0887                          STATION DESCRIPTION
 KU0887
 KU0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0887'AT NEW YORK.
 KU0887'AT NEW YORK, IN BOROUGH OF MANHATTAN, ALONG THE NEW YORK CENTRAL
 KU0887'RAILROAD, SET IN THE TOP OF THE CURVED PART OF THE SOUTHEAST
 KU0887'WING WALL OF THE SOUTHWEST ABUTMENT OF THE RAILROAD OVERPASS
 KU0887'OVER ST. CLAIR PLACE (THE FIRST OVERPASS SOUTH OF OVERPASS OVER
 KU0887'125TH STREET), 2 FEET SOUTHWEST OF SOUTH CORNER OF A LARGE
 KU0887'CONCRETE RAIL POST AT SOUTHWEST END OF OVERPASS AND ABOUT 2
 KU0887'FEET BELOW LEVEL OF TRACK.
 KU0887
 KU0887                          STATION RECOVERY (1965)
 KU0887
 KU0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU0887'RECOVERED IN GOOD CONDITION.
 KU0887
 KU0887                          STATION RECOVERY (2005)
 KU0887
 KU0887'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU0887'RECOVERED IN GOOD CONDITION.  THE LOCATION IS OVERGROWN AND STREWN
 KU0887'WITH DEBRIS.  SETTING UP OF EQUIPMENT WOULD BE PROBLEMATIC DUE TO THE
 KU0887'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1422 ***********************************************************************
 KU1422  DESIGNATION -  E 339
 KU1422  PID         -  KU1422
 KU1422  STATE/COUNTY-  NY/NEW YORK
 KU1422  USGS QUAD   -  CENTRAL PARK (1979)
 KU1422
 KU1422                         *CURRENT SURVEY CONTROL
 KU1422  ___________________________________________________________________
 KU1422* NAD 83(1986)-  40 46 23.     (N)    073 56 40.     (W)     SCALED    
 KU1422* NAVD 88     -        11.762  (meters)      38.59   (feet)  ADJUSTED  
 KU1422  ___________________________________________________________________
 KU1422  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU1422  DYNAMIC HT  -          11.758 (meters)      38.58  (feet)  COMP
 KU1422  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 KU1422
 KU1422  VERT ORDER  -  FIRST     CLASS II
 KU1422
 KU1422.The horizontal coordinates were scaled from a topographic map and have
 KU1422.an estimated accuracy of +/- 6 seconds.
 KU1422
 KU1422.The orthometric height was determined by differential leveling
 KU1422.and adjusted by the National Geodetic Survey in June 1991..
 KU1422
 KU1422.The geoid height was determined by GEOID03.
 KU1422
 KU1422.The dynamic height is computed by dividing the NAVD 88
 KU1422.geopotential number by the normal gravity value computed on the
 KU1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1422.degrees latitude (g = 980.6199 gals.).
 KU1422
 KU1422.The modeled gravity was interpolated from observed gravity values.
 KU1422
 KU1422;                    North         East    Units  Estimated Accuracy
 KU1422;SPC NY E     -   215,500.      196,900.      MT  (+/- 180 meters Scaled)
 KU1422
 KU1422                          SUPERSEDED SURVEY CONTROL
 KU1422
 KU1422  NGVD 29 (??/??/92)   12.092  (m)           39.67   (f) ADJ UNCH    1 2
 KU1422
 KU1422.Superseded values are not recommended for survey control.
 KU1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1422.See file dsdata.txt to determine how the superseded data were derived.
 KU1422
 KU1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL890141(NAD 83)
 KU1422_MARKER: DB = BENCH MARK DISK
 KU1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1422_SP_SET: STAIRWAY LANDING
 KU1422_STAMPING: E 339 1952
 KU1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1422
 KU1422  HISTORY     - Date     Condition        Report By
 KU1422  HISTORY     - 1952     MONUMENTED       CGS
 KU1422  HISTORY     - 1989     GOOD             USPSQD
 KU1422  HISTORY     - 20041024 GOOD             GEOCAC
 KU1422
 KU1422                          STATION DESCRIPTION
 KU1422
 KU1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1422'IN NEW YORK.
 KU1422'AT NEW YORK, IN BOROUGH OF MANHATTAN, AT INTERSECTION OF EAST
 KU1422'84TH STREET AND EAST RIVER DRIVE (FRANKLIN D. ROOSEVELT DRIVE),
 KU1422'AT THE SOUTH CORNER OF TOP LANDING OF CONCRETE STAIRWAY OF
 KU1422'EAST 84TH STREET EMERGENCY EXIT OF EAST RIVER DRIVE, 14 FEET
 KU1422'SOUTHWEST OF EXTENDED SOUTHWEST CURB LINE OF EAST 84TH STREET
 KU1422'ABOUT 100 YARDS SOUTHEAST OF SOUTHEAST CURB OF EAST END AVENUE
 KU1422'AND ABOUT 1/2 FOOT ABOVE LEVEL OF SIDE WALK OF EAST 84TH STREET.
 KU1422
 KU1422                          STATION RECOVERY (1989)
 KU1422
 KU1422'RECOVERY NOTE BY US POWER SQUADRON 1989 (JH)
 KU1422'RECOVERED IN GOOD CONDITION.
 KU1422
 KU1422                          STATION RECOVERY (2004)
 KU1422
 KU1422'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KU1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0972 ***********************************************************************
 OE0972  DESIGNATION -  E 34 RESET 1970
 OE0972  PID         -  OE0972
 OE0972  STATE/COUNTY-  NY/MADISON
 OE0972  USGS QUAD   -  ONEIDA (1993)
 OE0972
 OE0972                         *CURRENT SURVEY CONTROL
 OE0972  ___________________________________________________________________
 OE0972* NAD 83(1986)-  43 05 40.     (N)    075 39 21.     (W)     SCALED    
 OE0972* NAVD 88     -       133.29   (+/-2cm)     437.3    (feet)  VERTCON   
 OE0972  ___________________________________________________________________
 OE0972  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OE0972
 OE0972  VERT ORDER  -  THIRD (See Below)
 OE0972
 OE0972.The horizontal coordinates were scaled from a topographic map and have
 OE0972.an estimated accuracy of +/- 6 seconds.
 OE0972
 OE0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 OE0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OE0972.The vertical order pertains to the NGVD 29 superseded value.
 OE0972
 OE0972.The geoid height was determined by GEOID03.
 OE0972
 OE0972;                    North         East    Units  Estimated Accuracy
 OE0972;SPC NY C     -   344,080.      325,510.      MT  (+/- 180 meters Scaled)
 OE0972
 OE0972                          SUPERSEDED SURVEY CONTROL
 OE0972
 OE0972  NGVD 29 (09/01/04)  133.46   (m)          437.9    (f) RESET       3  
 OE0972
 OE0972.Superseded values are not recommended for survey control.
 OE0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0972.See file dsdata.txt to determine how the superseded data were derived.
 OE0972
 OE0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN466715(NAD 83)
 OE0972_MARKER: DB = BENCH MARK DISK
 OE0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0972_SP_SET: SIDEWALK
 OE0972_STAMPING: E 34 RESET 1970
 OE0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0972
 OE0972  HISTORY     - Date     Condition        Report By
 OE0972  HISTORY     - 1970     MONUMENTED       NGS
 OE0972
 OE0972                          STATION DESCRIPTION
 OE0972
 OE0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OE0972'IN ONEIDA.
 OE0972'0.1 MILE NORTHWEST ON BROAD ST. FROM THE POST OFFICE IN ONEIDA, AT THE
 OE0972'T-INTERSECTION OF ONEIDA STREET.  ALONG NORTHWEST SIDE OF ONEIDA
 OE0972'STREET, 67 FEET NORTHEAST OF CENTER LINE OF BROAD STREET, 11 FEET
 OE0972'SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACKS, 3 FEET SOUTHWEST OF
 OE0972'FIRST PARKING METER OF THE ROW ALONG SIDEWALK, 1-1/2 FEET SOUTH OF A
 OE0972'STREET LAMP-POST, 5-1/2 FEET NORTHWEST OF A SQUARE, IRON, STORM-DRAIN
 OE0972'GRATE, 75 YARDS NORTH, DIAGONALLY ACROSS BROAD STREET, FROM MOOSE
 OE0972'LODGE NO. 421, AND CEMENTED IN A DRILL HOLE IN NORTHWEST EDGE OF
 OE0972'CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1000 ***********************************************************************
 KU1000  DESIGNATION -  E 340
 KU1000  PID         -  KU1000
 KU1000  STATE/COUNTY-  NY/BRONX
 KU1000  USGS QUAD   -  FLUSHING (1979)
 KU1000
 KU1000                         *CURRENT SURVEY CONTROL
 KU1000  ___________________________________________________________________
 KU1000* NAD 83(1986)-  40 49 45.     (N)    073 50 00.     (W)     SCALED    
 KU1000* NAVD 88     -         3.854  (meters)      12.64   (feet)  ADJUSTED  
 KU1000  ___________________________________________________________________
 KU1000  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU1000  DYNAMIC HT  -           3.853 (meters)      12.64  (feet)  COMP
 KU1000  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 KU1000
 KU1000  VERT ORDER  -  FIRST     CLASS II
 KU1000
 KU1000.The horizontal coordinates were scaled from a topographic map and have
 KU1000.an estimated accuracy of +/- 6 seconds.
 KU1000
 KU1000.The orthometric height was determined by differential leveling
 KU1000.and adjusted by the National Geodetic Survey in June 1991..
 KU1000
 KU1000.The geoid height was determined by GEOID03.
 KU1000
 KU1000.The dynamic height is computed by dividing the NAVD 88
 KU1000.geopotential number by the normal gravity value computed on the
 KU1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1000.degrees latitude (g = 980.6199 gals.).
 KU1000
 KU1000.The modeled gravity was interpolated from observed gravity values.
 KU1000
 KU1000;                    North         East    Units  Estimated Accuracy
 KU1000;SPC NY E     -   221,790.      206,230.      MT  (+/- 180 meters Scaled)
 KU1000
 KU1000                          SUPERSEDED SURVEY CONTROL
 KU1000
 KU1000  NGVD 29 (??/??/92)    4.18   (m)           13.7    (f) COMPUTED    1 2
 KU1000
 KU1000.Superseded values are not recommended for survey control.
 KU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1000.See file dsdata.txt to determine how the superseded data were derived.
 KU1000
 KU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL983204(NAD 83)
 KU1000_MARKER: DB = BENCH MARK DISK
 KU1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1000_SP_SET: OVERPASS WALL
 KU1000_STAMPING: E 340 1952
 KU1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1000
 KU1000  HISTORY     - Date     Condition        Report By
 KU1000  HISTORY     - 1952     MONUMENTED       CGS
 KU1000  HISTORY     - 20060426 MARK NOT FOUND   GEOCAC
 KU1000
 KU1000                          STATION DESCRIPTION
 KU1000
 KU1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1000'AT NEW YORK.
 KU1000'AT NEW YORK, IN BOROUGH OF BRONX, AT CLOVER-LEAF INTERSECTION
 KU1000'UNDERPASS CONNECTING 177TH STREET WITH EASTERN BOULEVARD, 127
 KU1000'YARDS DUE SOUTH OF SOUTH TIP OF ST. RAYMONDS CEMETERY, SET
 KU1000'VERTICALLY IN THE SOUTHWEST FACE OF INSIDE CONCRETE WALL OF
 KU1000'OVERPASS, 24 FEET SOUTHEAST OF NORTHWEST EDGE OF OVERPASS, 38
 KU1000'FEET NORTHWEST OF SOUTHEAST EDGE OF OVERPASS, 21 FEET NORTHEAST
 KU1000'OF NORTHEAST CURB OF DRIVE AND 2 FEET ABOVE GROUND.
 KU1000
 KU1000                          STATION RECOVERY (2006)
 KU1000
 KU1000'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1000'THE CONSTRUCTION OF A COMPLEX CLOVERLEAF AT THE INTERSECTION OF THE
 KU1000'HUTCHINSON RIVER PARKWAY, THE CROSS BRONX EXPRESSWAY AND THE BRUCKNER
 KU1000'EXPRESSWAY HAS OBLITERATED ALL THE STREETS IN THIS AREA. NEITHER 177TH
 KU1000'STREET NOR EASTERN PARKWAY EXISTS IN THIS AREA.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0777 ***********************************************************************
 KU0777  DESIGNATION -  E 341
 KU0777  PID         -  KU0777
 KU0777  STATE/COUNTY-  NY/QUEENS
 KU0777  USGS QUAD   -  FLUSHING (1979)
 KU0777
 KU0777                         *CURRENT SURVEY CONTROL
 KU0777  ___________________________________________________________________
 KU0777* NAD 83(1986)-  40 47 22.     (N)    073 46 54.     (W)     SCALED    
 KU0777* NAVD 88     -         4.285  (meters)      14.06   (feet)  ADJUSTED  
 KU0777  ___________________________________________________________________
 KU0777  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU0777  DYNAMIC HT  -           4.283 (meters)      14.05  (feet)  COMP
 KU0777  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 KU0777
 KU0777  VERT ORDER  -  FIRST     CLASS II
 KU0777
 KU0777.The horizontal coordinates were scaled from a topographic map and have
 KU0777.an estimated accuracy of +/- 6 seconds.
 KU0777
 KU0777.The orthometric height was determined by differential leveling
 KU0777.and adjusted by the National Geodetic Survey in June 1991..
 KU0777
 KU0777.The geoid height was determined by GEOID03.
 KU0777
 KU0777.The dynamic height is computed by dividing the NAVD 88
 KU0777.geopotential number by the normal gravity value computed on the
 KU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0777.degrees latitude (g = 980.6199 gals.).
 KU0777
 KU0777.The modeled gravity was interpolated from observed gravity values.
 KU0777
 KU0777;                    North         East    Units  Estimated Accuracy
 KU0777;SPC NY L     -    69,180.      318,430.      MT  (+/- 180 meters Scaled)
 KU0777
 KU0777                          SUPERSEDED SURVEY CONTROL
 KU0777
 KU0777  NGVD 29 (??/??/92)    4.614  (m)           15.14   (f) ADJ UNCH    1 2
 KU0777
 KU0777.Superseded values are not recommended for survey control.
 KU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0777.See file dsdata.txt to determine how the superseded data were derived.
 KU0777
 KU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL027160(NAD 83)
 KU0777_MARKER: DB = BENCH MARK DISK
 KU0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0777_SP_SET: ABUTMENT
 KU0777_STAMPING: E 341 1952
 KU0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0777+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KU0777
 KU0777  HISTORY     - Date     Condition        Report By
 KU0777  HISTORY     - 1952     MONUMENTED       CGS
 KU0777  HISTORY     - 1990     GOOD             USPSQD
 KU0777  HISTORY     - 19910907 GOOD             USPSQD
 KU0777  HISTORY     - 20040403 GOOD             GEOCAC
 KU0777  HISTORY     - 20060505 GOOD             GEOCAC
 KU0777
 KU0777                          STATION DESCRIPTION
 KU0777
 KU0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0777'AT NEW YORK.
 KU0777'AT NEW YORK, IN BOROUGH OF QUEENS, AT FORT TOTTEN ROAD LEVEL OF
 KU0777'OVERPASS OF CROSS ISLAND PARKWAY OVER ROAD LEADING NORTH OF FORT
 KU0777'TOTTEN, SET VERTICALLY IN THE WEST FACE OF EAST ABUTMENT OF
 KU0777'OVERPASS, 7 FEET SOUTH OF NORTH EDGE OF OVERPASS, 10 FEET EAST
 KU0777'OF EAST CURB OF FORT TOTTEN ROAD AND 2 FEET ABOVE SIDE WALK.
 KU0777
 KU0777                          STATION RECOVERY (1990)
 KU0777
 KU0777'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERS)
 KU0777'RECOVERED IN GOOD CONDITION.
 KU0777
 KU0777                          STATION RECOVERY (1991)
 KU0777
 KU0777'RECOVERY NOTE BY US POWER SQUADRON 1991 (RD)
 KU0777'RECOVERED IN GOOD CONDITION.
 KU0777
 KU0777                          STATION RECOVERY (2004)
 KU0777
 KU0777'RECOVERY NOTE BY GEOCACHING 2004 (CAG)
 KU0777'RECOVERED IN GOOD CONDITION.
 KU0777
 KU0777                          STATION RECOVERY (2006)
 KU0777
 KU0777'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0777'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1258 ***********************************************************************
 KU1258  DESIGNATION -  E 342
 KU1258  PID         -  KU1258
 KU1258  STATE/COUNTY-  NY/KINGS
 KU1258  USGS QUAD   -  CONEY ISLAND (1979)
 KU1258
 KU1258                         *CURRENT SURVEY CONTROL
 KU1258  ___________________________________________________________________
 KU1258* NAD 83(1986)-  40 35 16.     (N)    073 59 27.     (W)     SCALED    
 KU1258* NAVD 88     -         4.029  (meters)      13.22   (feet)  ADJUSTED  
 KU1258  ___________________________________________________________________
 KU1258  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KU1258  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 KU1258  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KU1258
 KU1258  VERT ORDER  -  FIRST     CLASS II
 KU1258
 KU1258.The horizontal coordinates were scaled from a topographic map and have
 KU1258.an estimated accuracy of +/- 6 seconds.
 KU1258
 KU1258.The orthometric height was determined by differential leveling
 KU1258.and adjusted by the National Geodetic Survey in June 1991..
 KU1258
 KU1258.The geoid height was determined by GEOID03.
 KU1258
 KU1258.The dynamic height is computed by dividing the NAVD 88
 KU1258.geopotential number by the normal gravity value computed on the
 KU1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1258.degrees latitude (g = 980.6199 gals.).
 KU1258
 KU1258.The modeled gravity was interpolated from observed gravity values.
 KU1258
 KU1258;                    North         East    Units  Estimated Accuracy
 KU1258;SPC NY L     -    46,760.      300,780.      MT  (+/- 180 meters Scaled)
 KU1258
 KU1258                          SUPERSEDED SURVEY CONTROL
 KU1258
 KU1258  NGVD 29 (??/??/92)    4.370  (m)           14.34   (f) ADJ UNCH    1 2
 KU1258
 KU1258.Superseded values are not recommended for survey control.
 KU1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1258.See file dsdata.txt to determine how the superseded data were derived.
 KU1258
 KU1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK854934(NAD 83)
 KU1258_MARKER: DB = BENCH MARK DISK
 KU1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1258_SP_SET: BUILDING
 KU1258_STAMPING: E 342 1952
 KU1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1258
 KU1258  HISTORY     - Date     Condition        Report By
 KU1258  HISTORY     - 1952     MONUMENTED       CGS
 KU1258  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1258  HISTORY     - 20060619 MARK NOT FOUND   GEOCAC
 KU1258
 KU1258                          STATION DESCRIPTION
 KU1258
 KU1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1258'AT NEW YORK.
 KU1258'AT NEW YORK, IN BOROUGH OF BROOKLYN, NEAR 27TH AND CROPSEY AVENUES,
 KU1258'SET VERTICALLY IN THE NORTHEAST FACE OF DRIER-HOFFMAN CITY PARK
 KU1258'BUILDING, 4 FEET NORTHWEST OF CENTER OF BOYS ENTRANCE AND ABOUT
 KU1258'3 FEET ABOVE PAVEMENT.
 KU1258
 KU1258                          STATION RECOVERY (1989)
 KU1258
 KU1258'RECOVERY NOTE BY US POWER SQUADRON 1989 (RA)
 KU1258'MARK NOT FOUND.
 KU1258
 KU1258                          STATION RECOVERY (2006)
 KU1258
 KU1258'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1258'NOT RECOVERED, NOT FOUND, PRESUMED DESTROYED.
 KU1258' 
 KU1258'THE BUILDING IN THE PARK HAS BEEN REPLACED BY A NEW BUILDING WITH A
 KU1258'CORERSTONE DATE OF 1999.  THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0356 ***********************************************************************
 KV0356  DESIGNATION -  E 343
 KV0356  PID         -  KV0356
 KV0356  STATE/COUNTY-  NY/RICHMOND
 KV0356  USGS QUAD   -  ARTHUR KILL (1981)
 KV0356
 KV0356                         *CURRENT SURVEY CONTROL
 KV0356  ___________________________________________________________________
 KV0356* NAD 83(1986)-  40 30 28.     (N)    074 13 48.     (W)     SCALED    
 KV0356* NAVD 88     -        13.266  (meters)      43.52   (feet)  ADJUSTED  
 KV0356  ___________________________________________________________________
 KV0356  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0356  DYNAMIC HT  -          13.260 (meters)      43.50  (feet)  COMP
 KV0356  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV0356
 KV0356  VERT ORDER  -  FIRST     CLASS II
 KV0356
 KV0356.The horizontal coordinates were scaled from a topographic map and have
 KV0356.an estimated accuracy of +/- 6 seconds.
 KV0356
 KV0356.The orthometric height was determined by differential leveling
 KV0356.and adjusted by the National Geodetic Survey in June 1991..
 KV0356
 KV0356.The geoid height was determined by GEOID03.
 KV0356
 KV0356.The dynamic height is computed by dividing the NAVD 88
 KV0356.geopotential number by the normal gravity value computed on the
 KV0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0356.degrees latitude (g = 980.6199 gals.).
 KV0356
 KV0356.The modeled gravity was interpolated from observed gravity values.
 KV0356
 KV0356;                    North         East    Units  Estimated Accuracy
 KV0356;SPC NY L     -    37,900.      280,510.      MT  (+/- 180 meters Scaled)
 KV0356
 KV0356                          SUPERSEDED SURVEY CONTROL
 KV0356
 KV0356  NGVD 29 (04/16/92)   13.585  (m)           44.57   (f) ADJUSTED    1 2
 KV0356
 KV0356.Superseded values are not recommended for survey control.
 KV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0356.See file dsdata.txt to determine how the superseded data were derived.
 KV0356
 KV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652844(NAD 83)
 KV0356_MARKER: DB = BENCH MARK DISK
 KV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0356_STAMPING: E 343 1952
 KV0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0356+STABILITY: SURFACE MOTION
 KV0356
 KV0356  HISTORY     - Date     Condition        Report By
 KV0356  HISTORY     - 1952     MONUMENTED       CGS
 KV0356  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0356
 KV0356                          STATION DESCRIPTION
 KV0356
 KV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0356'AT STATEN ISLAND.
 KV0356'ON STATEN ISLAND, IN SOUTH EDGE OF RICHMOND VALLEY, AT
 KV0356'INTERSECTION OF HYLAN BOULEVARD AND PAGE AVENUE, 40 FEET NORTH
 KV0356'OF CENTER LINE OF HYLAN BOULEVARD, 62 FEET NORTHEAST OF CENTER
 KV0356'OF INTERSECTION, 48 FEET EAST OF CENTER LINE OF PAGE AVENUE, 1/2
 KV0356'FOOT NORTH OF NORTH EDGE OF SIDE WALK, ABOUT 1 FOOT ABOVE HYLAN
 KV0356'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV0356'GROUND.
 KV0356
 KV0356                          STATION RECOVERY (1985)
 KV0356
 KV0356'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0407 ***********************************************************************
 KV0407  DESIGNATION -  E 344
 KV0407  PID         -  KV0407
 KV0407  STATE/COUNTY-  NY/RICHMOND
 KV0407  USGS QUAD   -  THE NARROWS (1981)
 KV0407
 KV0407                         *CURRENT SURVEY CONTROL
 KV0407  ___________________________________________________________________
 KV0407* NAD 83(1986)-  40 36 24.     (N)    074 03 38.     (W)     SCALED    
 KV0407* NAVD 88     -        18.951  (meters)      62.18   (feet)  ADJUSTED  
 KV0407  ___________________________________________________________________
 KV0407  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0407  DYNAMIC HT  -          18.944 (meters)      62.15  (feet)  COMP
 KV0407  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 KV0407
 KV0407  VERT ORDER  -  FIRST     CLASS II
 KV0407
 KV0407.The horizontal coordinates were scaled from a topographic map and have
 KV0407.an estimated accuracy of +/- 6 seconds.
 KV0407
 KV0407.The orthometric height was determined by differential leveling
 KV0407.and adjusted by the National Geodetic Survey in June 1991..
 KV0407
 KV0407.The geoid height was determined by GEOID03.
 KV0407
 KV0407.The dynamic height is computed by dividing the NAVD 88
 KV0407.geopotential number by the normal gravity value computed on the
 KV0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0407.degrees latitude (g = 980.6199 gals.).
 KV0407
 KV0407.The modeled gravity was interpolated from observed gravity values.
 KV0407
 KV0407;                    North         East    Units  Estimated Accuracy
 KV0407;SPC NY L     -    48,860.      294,880.      MT  (+/- 180 meters Scaled)
 KV0407
 KV0407                          SUPERSEDED SURVEY CONTROL
 KV0407
 KV0407  NGVD 29 (04/16/92)   19.289  (m)           63.28   (f) ADJUSTED    1 2
 KV0407
 KV0407.Superseded values are not recommended for survey control.
 KV0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0407.See file dsdata.txt to determine how the superseded data were derived.
 KV0407
 KV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK794955(NAD 83)
 KV0407_MARKER: DB = BENCH MARK DISK
 KV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0407_STAMPING: E 344 1952
 KV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0407+STABILITY: SURFACE MOTION
 KV0407
 KV0407  HISTORY     - Date     Condition        Report By
 KV0407  HISTORY     - 1952     MONUMENTED       CGS
 KV0407  HISTORY     - 1985     GOOD             USPSQD
 KV0407  HISTORY     - 19940901 GOOD             USPSQD
 KV0407  HISTORY     - 19950802 GOOD             USPSQD
 KV0407  HISTORY     - 19971211 GOOD             USPSQD
 KV0407  HISTORY     - 20011220 MARK NOT FOUND   INDIV
 KV0407
 KV0407                          STATION DESCRIPTION
 KV0407
 KV0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0407'AT STATEN ISLAND.
 KV0407'ON STATEN ISLAND, NEAR FORT WADSWORTH, AT THE JUNCTION OF BAY
 KV0407'STREET AND WADSWORTH AVENUE, 33 FEET EAST OF CENTER LINE OF BAY
 KV0407'STREET, 73 FEET NORTHEAST OF CENTER OF JUNCTION, 190 FEET NORTH
 KV0407'OF CENTER OF BAY STREET ENTRANCE TO FORT WADSWORTH MILITARY
 KV0407'RESERVATION, 16 1/2 FEET NORTH OF CENTER LINE OF DRIVE WAY
 KV0407'ENTRANCE TO ARTHUR VON BRIESEN PARK, 1 1/2 FEET EAST OF EAST EDGE
 KV0407'OF A SIDE WALK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KV0407'FLUSH WITH GROUND.
 KV0407
 KV0407                          STATION RECOVERY (1985)
 KV0407
 KV0407'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0407'ON STATION ISLAND, NEAR FORT WADSWORTH AT THE JUNCTION OF BAY STREET
 KV0407'AND WADSWORTH AVENUE, 33 FEET EAST OF CENTERLINE OF BAY STREET, 73
 KV0407'FEET NORTHEAST OF CENTER OF JUNCTION, 190 FEET NORTH OF CENTER OF BAY
 KV0407'STREET ENTRANCE AT FORT WADSWORTH MILITARY RESERVATION, 69 FEET NORTH
 KV0407'OF CENTERLINE OF WADSWORTH AVENUE, 117 FEET SOUTH OF CENTERLINE OF
 KV0407'SCHOOL ROAD, 13 FEET EAST OF EAST CURB OF BAY STREET, 1 1/2 FEET EAST
 KV0407'OF EAST EDGE OF SIDEWALK AND SET IN CONCRETE ABOUT .5 FEET ABOVE LAWN
 KV0407'AREA.
 KV0407
 KV0407                          STATION RECOVERY (1994)
 KV0407
 KV0407'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0407'RECOVERED IN GOOD CONDITION.
 KV0407
 KV0407                          STATION RECOVERY (1995)
 KV0407
 KV0407'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0407'RECOVERED IN GOOD CONDITION.
 KV0407
 KV0407                          STATION RECOVERY (1997)
 KV0407
 KV0407'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0407'RECOVERED IN GOOD CONDITION.
 KV0407
 KV0407                          STATION RECOVERY (2001)
 KV0407
 KV0407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MWK)
 KV0407'MARK NOT FOUND. PARK ENTRANCE NEWLY CONSTRUCTED WITH STONE WALL IN
 KV0407'PLACE OVER MONUMENTS DESCRIBED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV0475 ***********************************************************************
 KV0475  DESIGNATION -  E 345
 KV0475  PID         -  KV0475
 KV0475  STATE/COUNTY-  NY/RICHMOND
 KV0475  USGS QUAD   -  ARTHUR KILL (1981)
 KV0475
 KV0475                         *CURRENT SURVEY CONTROL
 KV0475  ___________________________________________________________________
 KV0475* NAD 83(1986)-  40 35 19.     (N)    074 08 45.     (W)     SCALED    
 KV0475* NAVD 88     -        55.325  (meters)     181.51   (feet)  ADJUSTED  
 KV0475  ___________________________________________________________________
 KV0475  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0475  DYNAMIC HT  -          55.304 (meters)     181.44  (feet)  COMP
 KV0475  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 KV0475
 KV0475  VERT ORDER  -  FIRST     CLASS II
 KV0475
 KV0475.The horizontal coordinates were scaled from a topographic map and have
 KV0475.an estimated accuracy of +/- 6 seconds.
 KV0475
 KV0475.The orthometric height was determined by differential leveling
 KV0475.and adjusted by the National Geodetic Survey in June 1991..
 KV0475
 KV0475.The geoid height was determined by GEOID03.
 KV0475
 KV0475.The dynamic height is computed by dividing the NAVD 88
 KV0475.geopotential number by the normal gravity value computed on the
 KV0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0475.degrees latitude (g = 980.6199 gals.).
 KV0475
 KV0475.The modeled gravity was interpolated from observed gravity values.
 KV0475
 KV0475;                    North         East    Units  Estimated Accuracy
 KV0475;SPC NY L     -    46,870.      287,650.      MT  (+/- 180 meters Scaled)
 KV0475
 KV0475                          SUPERSEDED SURVEY CONTROL
 KV0475
 KV0475  NGVD 29 (04/16/92)   55.655  (m)          182.59   (f) ADJUSTED    1 2
 KV0475
 KV0475.Superseded values are not recommended for survey control.
 KV0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0475.See file dsdata.txt to determine how the superseded data were derived.
 KV0475
 KV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK722934(NAD 83)
 KV0475_MARKER: DB = BENCH MARK DISK
 KV0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0475_STAMPING: E 345 1952
 KV0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0475+STABILITY: SURFACE MOTION
 KV0475
 KV0475  HISTORY     - Date     Condition        Report By
 KV0475  HISTORY     - 1952     MONUMENTED       CGS
 KV0475  HISTORY     - 1985     POOR             USPSQD
 KV0475  HISTORY     - 1985     POOR             USPSQD
 KV0475  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV0475
 KV0475                          STATION DESCRIPTION
 KV0475
 KV0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0475'AT STATEN ISLAND.
 KV0475'ON STATEN ISLAND, AT NEW SPRINGVILLE, AT JUNCTION OF ROCKLAND
 KV0475'AVENUE AND FOREST HILL ROAD, 38 FEET NORTH OF CENTER LINE OF
 KV0475'ROCKLAND AVENUE, 16 FEET WEST OF CENTER LINE OF FOREST HILL ROAD,
 KV0475'5 FEET NORTH OF A FIRE HYDRANT, 3 FEET EAST OF A LAWN HEDGE, ABOUT
 KV0475'LEVEL WITH JUNCTION AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KV0475'FLUSH WITH GROUND.
 KV0475
 KV0475                          STATION RECOVERY (1985)
 KV0475
 KV0475'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0475'MARK WAS LOCATED FROM DESCRIPTION BUT STANDS ABOUT 8' ABOVE PAVEMENT
 KV0475'RIGHT WHERE CURB SHOULD BE AND IS BEING HIT BY LARGE TRUCKS AND SNOW
 KV0475'PLOWS. CHANGE 5 FEET NORTH OF FIRE HYDRANT TO: 12 FEET NORTHEAST OF
 KV0475'FIRE HYDRANT. FH HAS BEEN MOVED BACK FROM ROAD SURFACE TO PREVENT IT
 KV0475'BEING STRUCK.
 KV0475
 KV0475                          STATION RECOVERY (1985)
 KV0475
 KV0475'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0475'MARK WAS LOCATED FROM DESCRIPTION BUT STANDS ABOUT 8' ABOVE PAVEMENT
 KV0475'RIGHT WHERE CURB SHOULD BE AND IS BEING HIT BY LARGE TRUCKS AND SNOW
 KV0475'PLOWS. CHANGE 5 FEET NORTH OF FIRE HYDRANT TO: 12 FEET NORTHEAST OF
 KV0475'FIRE HYDRANT. FH HAS BEEN MOVED BACK FROM ROAD SURFACE TO PREVENT IT
 KV0475'BEING STRUCK.
 KV0475
 KV0475                          STATION RECOVERY (1988)
 KV0475
 KV0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (HGG)
 KV0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1071 ***********************************************************************
 KU1071  DESIGNATION -  E 346
 KU1071  PID         -  KU1071
 KU1071  STATE/COUNTY-  NY/QUEENS
 KU1071  USGS QUAD   -  CENTRAL PARK (1979)
 KU1071
 KU1071                         *CURRENT SURVEY CONTROL
 KU1071  ___________________________________________________________________
 KU1071* NAD 83(1986)-  40 46 02.     (N)    073 53 57.     (W)     SCALED    
 KU1071* NAVD 88     -        12.894  (meters)      42.30   (feet)  ADJUSTED  
 KU1071  ___________________________________________________________________
 KU1071  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU1071  DYNAMIC HT  -          12.890 (meters)      42.29  (feet)  COMP
 KU1071  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 KU1071
 KU1071  VERT ORDER  -  FIRST     CLASS II
 KU1071
 KU1071.The horizontal coordinates were scaled from a topographic map and have
 KU1071.an estimated accuracy of +/- 6 seconds.
 KU1071
 KU1071.The orthometric height was determined by differential leveling
 KU1071.and adjusted by the National Geodetic Survey in June 1991..
 KU1071
 KU1071.The geoid height was determined by GEOID03.
 KU1071
 KU1071.The dynamic height is computed by dividing the NAVD 88
 KU1071.geopotential number by the normal gravity value computed on the
 KU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1071.degrees latitude (g = 980.6199 gals.).
 KU1071
 KU1071.The modeled gravity was interpolated from observed gravity values.
 KU1071
 KU1071;                    North         East    Units  Estimated Accuracy
 KU1071;SPC NY L     -    66,690.      308,510.      MT  (+/- 180 meters Scaled)
 KU1071
 KU1071                          SUPERSEDED SURVEY CONTROL
 KU1071
 KU1071  NGVD 29 (??/??/92)   13.223  (m)           43.38   (f) ADJ UNCH    1 2
 KU1071
 KU1071.Superseded values are not recommended for survey control.
 KU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1071.See file dsdata.txt to determine how the superseded data were derived.
 KU1071
 KU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL929135(NAD 83)
 KU1071_MARKER: DB = BENCH MARK DISK
 KU1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1071_SP_SET: FOOTING
 KU1071_STAMPING: E 346 1952
 KU1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1071
 KU1071  HISTORY     - Date     Condition        Report By
 KU1071  HISTORY     - 1952     MONUMENTED       CGS
 KU1071  HISTORY     - 1955     GOOD             NGS
 KU1071  HISTORY     - 20060405 MARK NOT FOUND   GEOCAC
 KU1071
 KU1071                          STATION DESCRIPTION
 KU1071
 KU1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1071'AT NEW YORK.
 KU1071'AT NEW YORK, IN BOROUGH OF QUEENS, AT STEINWAY, BETWEEN ASTORIA
 KU1071'BOULEVARD NORTH AND GRAND CENTRAL PARKWAY, 95 YARDS EAST OF
 KU1071'INTERSECTION OF ASTORIA BOULEVARD NORTH AND HAZEN STREET, 45
 KU1071'YARDS WEST OF INTERSECTION OF ASTORIA BOULEVARD NORTH AND TOY
 KU1071'STREET, IN THE TOP OF CONCRETE FOOTING OF AN IRON RAILING,
 KU1071'2.3 FEET EAST OF EAST END OF HEAVY CONCRETE BLOCK WITH ROUNDED
 KU1071'CONCRETE TOP, 21.8 FEET WEST OF WEST END OF IRON RAILING.
 KU1071
 KU1071                          STATION RECOVERY (1955)
 KU1071
 KU1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KU1071'RECOVERED IN GOOD CONDITION.
 KU1071
 KU1071                          STATION RECOVERY (2006)
 KU1071
 KU1071'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1071'NOT RECOVERED, NOT FOUND.
 KU1071' 
 KU1071'THE HEAVY CONCRETE BLOCK WITH ROUNDED CONCRETE TOP WAS LOCATED AND THE
 KU1071'REFERENCE MEASUREMENTS FROM HAZEN STREET WERE VERIFIED.  THE IRON
 KU1071'RAILING HAS BEEN REPLACED BY ALUMINUM GUARD RAILS ON EITHER SIDE OF
 KU1071'THE MEDIAN STRIP AND THE OLD FOOTINGS HAVE BEEN REMOVED.
 KU1071' 
 KU1071'THE AREA 2.3 FEET EAST OF THE HEAVY CONCRETE BLOCK WAS EXCAVATED TO A
 KU1071'DEPTH OF 3 - 4 INCHES AND NO FOOTING OR MARK WAS FOUND.  THE SEARCH
 KU1071'WAS CONDUCTED BY ONE MAN FOR ABOUT 15 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1278 ***********************************************************************
 KU1278  DESIGNATION -  E 347
 KU1278  PID         -  KU1278
 KU1278  STATE/COUNTY-  NY/KINGS
 KU1278  USGS QUAD   -  CONEY ISLAND (1979)
 KU1278
 KU1278                         *CURRENT SURVEY CONTROL
 KU1278  ___________________________________________________________________
 KU1278* NAD 83(1986)-  40 35 36.     (N)    073 57 53.     (W)     SCALED    
 KU1278* NAVD 88     -         2.851  (meters)       9.35   (feet)  ADJUSTED  
 KU1278  ___________________________________________________________________
 KU1278  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KU1278  DYNAMIC HT  -           2.850 (meters)       9.35  (feet)  COMP
 KU1278  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 KU1278
 KU1278  VERT ORDER  -  FIRST     CLASS II
 KU1278
 KU1278.The horizontal coordinates were scaled from a topographic map and have
 KU1278.an estimated accuracy of +/- 6 seconds.
 KU1278
 KU1278.The orthometric height was determined by differential leveling
 KU1278.and adjusted by the National Geodetic Survey in June 1991..
 KU1278
 KU1278.The geoid height was determined by GEOID03.
 KU1278
 KU1278.The dynamic height is computed by dividing the NAVD 88
 KU1278.geopotential number by the normal gravity value computed on the
 KU1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1278.degrees latitude (g = 980.6199 gals.).
 KU1278
 KU1278.The modeled gravity was interpolated from observed gravity values.
 KU1278
 KU1278;                    North         East    Units  Estimated Accuracy
 KU1278;SPC NY L     -    47,380.      302,990.      MT  (+/- 180 meters Scaled)
 KU1278
 KU1278                          SUPERSEDED SURVEY CONTROL
 KU1278
 KU1278  NGVD 29 (??/??/92)    3.190  (m)           10.47   (f) ADJ UNCH    1 2
 KU1278
 KU1278.Superseded values are not recommended for survey control.
 KU1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1278.See file dsdata.txt to determine how the superseded data were derived.
 KU1278
 KU1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK876941(NAD 83)
 KU1278_MARKER: DB = BENCH MARK DISK
 KU1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1278_STAMPING: E 347 1952
 KU1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1278+STABILITY: SURFACE MOTION
 KU1278
 KU1278  HISTORY     - Date     Condition        Report By
 KU1278  HISTORY     - 1952     MONUMENTED       CGS
 KU1278  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KU1278  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KU1278
 KU1278                          STATION DESCRIPTION
 KU1278
 KU1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1278'AT NEW YORK.
 KU1278'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT INTERSECTION OF AVENUE
 KU1278'W AND OCEAN PARKWAY, 26 1/2 FEET WEST OF CENTER LINE OF SOUTH
 KU1278'BOUND TRAFFIC LANE OF SERVICE DRIVE OF OCEAN PARKWAY, 14 1/2
 KU1278'FEET WEST OF WEST CURB OF SERVICE DRIVE OF OCEAN PARKWAY,
 KU1278'35 1/2 FEET NORTH OF CENTER LINE AND 16 FEET NORTH OF NORTH CURB
 KU1278'OF AVENUE W, 2 FEET WEST OF WEST EDGE OF SIDE WALK AND SET
 KU1278'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDER GROUND.
 KU1278
 KU1278                          STATION RECOVERY (1989)
 KU1278
 KU1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (RA)
 KU1278'MARK NOT FOUND.
 KU1278
 KU1278                          STATION RECOVERY (2006)
 KU1278
 KU1278'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1278'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU1278' 
 KU1278'THE CONCRETE SIDEWALK HAS BEEN EXTENDED FROM THE CURB TO THE PROPERTY
 KU1278'LINE AND THE LOCATION MEASURED FROM THE DESCRIPTION IS NOW UNDER THE
 KU1278'SIDEWALK.  THE MARK IS EITHER BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1045 ***********************************************************************
 KU1045  DESIGNATION -  E 348
 KU1045  PID         -  KU1045
 KU1045  STATE/COUNTY-  NY/KINGS
 KU1045  USGS QUAD   -  BROOKLYN (1979)
 KU1045
 KU1045                         *CURRENT SURVEY CONTROL
 KU1045  ___________________________________________________________________
 KU1045* NAD 83(1986)-  40 43 18.     (N)    073 57 36.     (W)     SCALED    
 KU1045* NAVD 88     -         5.639  (meters)      18.50   (feet)  ADJUSTED  
 KU1045  ___________________________________________________________________
 KU1045  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KU1045  DYNAMIC HT  -           5.637 (meters)      18.49  (feet)  COMP
 KU1045  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 KU1045
 KU1045  VERT ORDER  -  FIRST     CLASS II
 KU1045
 KU1045.The horizontal coordinates were scaled from a topographic map and have
 KU1045.an estimated accuracy of +/- 6 seconds.
 KU1045
 KU1045.The orthometric height was determined by differential leveling
 KU1045.and adjusted by the National Geodetic Survey in June 1991..
 KU1045
 KU1045.The geoid height was determined by GEOID03.
 KU1045
 KU1045.The dynamic height is computed by dividing the NAVD 88
 KU1045.geopotential number by the normal gravity value computed on the
 KU1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1045.degrees latitude (g = 980.6199 gals.).
 KU1045
 KU1045.The modeled gravity was interpolated from observed gravity values.
 KU1045
 KU1045;                    North         East    Units  Estimated Accuracy
 KU1045;SPC NY L     -    61,630.      303,380.      MT  (+/- 180 meters Scaled)
 KU1045
 KU1045                          SUPERSEDED SURVEY CONTROL
 KU1045
 KU1045  NGVD 29 (??/??/92)    5.975  (m)           19.60   (f) ADJ UNCH    1 2
 KU1045
 KU1045.Superseded values are not recommended for survey control.
 KU1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1045.See file dsdata.txt to determine how the superseded data were derived.
 KU1045
 KU1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL878083(NAD 83)
 KU1045_MARKER: DB = BENCH MARK DISK
 KU1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1045_SP_SET: BUILDING
 KU1045_STAMPING: E 348 1952
 KU1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1045
 KU1045  HISTORY     - Date     Condition        Report By
 KU1045  HISTORY     - 1952     MONUMENTED       CGS
 KU1045  HISTORY     - 20051227 MARK NOT FOUND   GEOCAC
 KU1045
 KU1045                          STATION DESCRIPTION
 KU1045
 KU1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1045'AT NEW YORK.
 KU1045'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT INTERSECTION OF KENT
 KU1045'AVENUE AND NORTH 10TH STREET, 11 FEET NORTHWEST OF NORTHWEST CURB
 KU1045'OF KENT AVENUE, 87 FEET SOUTHWEST OF SOUTHWEST CURB OF NORTH 10TH
 KU1045'STREET, SET VERTICALLY IN SOUTHWEST FACE (FACING RAILROAD TRACK)
 KU1045'AT SOUTH CORNER OF BROOKLYN TERMINAL STORAGE BUILDING 1 FOOT
 KU1045'NORTHWEST OF SOUTH CORNER AND 2 FEET ABOVE SIDE WALK.
 KU1045
 KU1045                          STATION RECOVERY (2005)
 KU1045
 KU1045'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1045'THE BUILDING HAS BEEN DEMOLISHED, THE STATION IS LOST.
 KU1045' 
 KU1045'THE LOCATION WEST OF KENT AVENUE AND SOUTH OF NORTH 10TH STREET IS NOW
 KU1045'A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1207 ***********************************************************************
 KU1207  DESIGNATION -  E 349
 KU1207  PID         -  KU1207
 KU1207  STATE/COUNTY-  NY/QUEENS
 KU1207  USGS QUAD   -  JAMAICA (1979)
 KU1207
 KU1207                         *CURRENT SURVEY CONTROL
 KU1207  ___________________________________________________________________
 KU1207* NAD 83(1986)-  40 40 03.     (N)    073 46 16.     (W)     SCALED    
 KU1207* NAVD 88     -         4.631  (meters)      15.19   (feet)  ADJUSTED  
 KU1207  ___________________________________________________________________
 KU1207  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KU1207  DYNAMIC HT  -           4.629 (meters)      15.19  (feet)  COMP
 KU1207  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 KU1207
 KU1207  VERT ORDER  -  FIRST     CLASS II
 KU1207
 KU1207.The horizontal coordinates were scaled from a topographic map and have
 KU1207.an estimated accuracy of +/- 6 seconds.
 KU1207
 KU1207.The orthometric height was determined by differential leveling
 KU1207.and adjusted by the National Geodetic Survey in June 1991..
 KU1207
 KU1207.The geoid height was determined by GEOID03.
 KU1207
 KU1207.The dynamic height is computed by dividing the NAVD 88
 KU1207.geopotential number by the normal gravity value computed on the
 KU1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1207.degrees latitude (g = 980.6199 gals.).
 KU1207
 KU1207.The modeled gravity was interpolated from observed gravity values.
 KU1207
 KU1207;                    North         East    Units  Estimated Accuracy
 KU1207;SPC NY L     -    55,640.      319,350.      MT  (+/- 180 meters Scaled)
 KU1207
 KU1207                          SUPERSEDED SURVEY CONTROL
 KU1207
 KU1207  NGVD 29 (??/??/92)    4.967  (m)           16.30   (f) ADJ UNCH    1 2
 KU1207
 KU1207.Superseded values are not recommended for survey control.
 KU1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1207.See file dsdata.txt to determine how the superseded data were derived.
 KU1207
 KU1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL038025(NAD 83)
 KU1207_MARKER: DB = BENCH MARK DISK
 KU1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1207_SP_SET: ABUTMENT
 KU1207_STAMPING: E 349 1952
 KU1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1207
 KU1207  HISTORY     - Date     Condition        Report By
 KU1207  HISTORY     - 1952     MONUMENTED       CGS
 KU1207  HISTORY     - 1971     GOOD             NGS
 KU1207
 KU1207                          STATION DESCRIPTION
 KU1207
 KU1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1207'AT NEW YORK.
 KU1207'AT NEW YORK, IN BOROUGH OF QUEENS, AT OVERPASS OF NEW YORK
 KU1207'BOULEVARD OVER SOUTHERN PARKWAY, SET VERTICALLY IN THE SOUTH FACE
 KU1207'OF NORTH ABUTMENT OF OVERPASS, 7 1/2 FEET NORTH OF NORTH CURB
 KU1207'OF SOUTHERN PARKWAY, 21 FEET EAST OF WEST END OF OVERPASS AND
 KU1207'ABOUT 3 FEET ABOVE LEVEL OF PARKWAY.
 KU1207
 KU1207                          STATION RECOVERY (1971)
 KU1207
 KU1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KU1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0664 ***********************************************************************
 OF0664  DESIGNATION -  E 35
 OF0664  PID         -  OF0664
 OF0664  STATE/COUNTY-  NY/CAYUGA
 OF0664  USGS QUAD   -  WEEDSPORT (1978)
 OF0664
 OF0664                         *CURRENT SURVEY CONTROL
 OF0664  ___________________________________________________________________
 OF0664* NAD 83(1986)-  43 04 16.     (N)    076 33 04.     (W)     SCALED    
 OF0664* NAVD 88     -       119.552  (meters)     392.23   (feet)  ADJUSTED  
 OF0664  ___________________________________________________________________
 OF0664  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 OF0664  DYNAMIC HT  -         119.523 (meters)     392.13  (feet)  COMP
 OF0664  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 OF0664
 OF0664  VERT ORDER  -  FIRST     CLASS II
 OF0664
 OF0664.The horizontal coordinates were scaled from a topographic map and have
 OF0664.an estimated accuracy of +/- 6 seconds.
 OF0664
 OF0664.The orthometric height was determined by differential leveling
 OF0664.and adjusted by the National Geodetic Survey in June 1991..
 OF0664
 OF0664.The geoid height was determined by GEOID03.
 OF0664
 OF0664.The dynamic height is computed by dividing the NAVD 88
 OF0664.geopotential number by the normal gravity value computed on the
 OF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0664.degrees latitude (g = 980.6199 gals.).
 OF0664
 OF0664.The modeled gravity was interpolated from observed gravity values.
 OF0664
 OF0664;                    North         East    Units  Estimated Accuracy
 OF0664;SPC NY C     -   341,070.      252,620.      MT  (+/- 180 meters Scaled)
 OF0664
 OF0664                          SUPERSEDED SURVEY CONTROL
 OF0664
 OF0664  NGVD 29 (??/??/92)  119.736  (m)          392.83   (f) ADJ UNCH    1 2
 OF0664
 OF0664.Superseded values are not recommended for survey control.
 OF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF0664.See file dsdata.txt to determine how the superseded data were derived.
 OF0664
 OF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN737698(NAD 83)
 OF0664_MARKER: DB = BENCH MARK DISK
 OF0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OF0664_SP_SET: PIER
 OF0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF0664
 OF0664  HISTORY     - Date     Condition        Report By
 OF0664  HISTORY     - 1931     MONUMENTED       CGS
 OF0664  HISTORY     - 1970     GOOD             NGS
 OF0664  HISTORY     - 1982     MARK NOT FOUND   NGS
 OF0664  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OF0664  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OF0664
 OF0664                          STATION DESCRIPTION
 OF0664
 OF0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 OF0664'0.9 MI N FROM NORTH WEEDSPORT.
 OF0664'ON LEHIGH VALLEY RAILROAD BRIDGE OVER BARGE CANAL. ON EAST END OF
 OF0664'SOUTH PIER.
 OF0664
 OF0664                          STATION RECOVERY (1970)
 OF0664
 OF0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OF0664'RECOVERED IN GOOD CONDITION.
 OF0664
 OF0664                          STATION RECOVERY (1982)
 OF0664
 OF0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OF0664'NOT RECOVERED, MARK IS INACCESSIBLE, NOT SEARCHED FOR.
 OF0664
 OF0664                          STATION RECOVERY (1987)
 OF0664
 OF0664'RECOVERY NOTE BY US POWER SQUADRON 1987 (ESR)
 OF0664'MARK NOT FOUND.
 OF0664
 OF0664                          STATION RECOVERY (1990)
 OF0664
 OF0664'RECOVERY NOTE BY US POWER SQUADRON 1990 (ESR)
 OF0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1352 ***********************************************************************
 KU1352  DESIGNATION -  E 350
 KU1352  PID         -  KU1352
 KU1352  STATE/COUNTY-  NY/NASSAU
 KU1352  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1352
 KU1352                         *CURRENT SURVEY CONTROL
 KU1352  ___________________________________________________________________
 KU1352* NAD 83(1986)-  40 36 46.     (N)    073 45 39.     (W)     SCALED    
 KU1352* NAVD 88     -         3.045  (meters)       9.99   (feet)  ADJUSTED  
 KU1352  ___________________________________________________________________
 KU1352  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KU1352  DYNAMIC HT  -           3.044 (meters)       9.99  (feet)  COMP
 KU1352  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 KU1352
 KU1352  VERT ORDER  -  FIRST     CLASS II
 KU1352
 KU1352.The horizontal coordinates were scaled from a topographic map and have
 KU1352.an estimated accuracy of +/- 6 seconds.
 KU1352
 KU1352.The orthometric height was determined by differential leveling
 KU1352.and adjusted by the National Geodetic Survey in June 1991..
 KU1352
 KU1352.The geoid height was determined by GEOID03.
 KU1352
 KU1352.The dynamic height is computed by dividing the NAVD 88
 KU1352.geopotential number by the normal gravity value computed on the
 KU1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1352.degrees latitude (g = 980.6199 gals.).
 KU1352
 KU1352.The modeled gravity was interpolated from observed gravity values.
 KU1352
 KU1352;                    North         East    Units  Estimated Accuracy
 KU1352;SPC NY L     -    49,570.      320,240.      MT  (+/- 180 meters Scaled)
 KU1352
 KU1352                          SUPERSEDED SURVEY CONTROL
 KU1352
 KU1352  NGVD 29 (??/??/92)    3.381  (m)           11.09   (f) ADJ UNCH    1 2
 KU1352
 KU1352.Superseded values are not recommended for survey control.
 KU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1352.See file dsdata.txt to determine how the superseded data were derived.
 KU1352
 KU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK048965(NAD 83)
 KU1352_MARKER: DB = BENCH MARK DISK
 KU1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1352_SP_SET: TOWER LEG BASE
 KU1352_STAMPING: E 350 1952
 KU1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1352
 KU1352  HISTORY     - Date     Condition        Report By
 KU1352  HISTORY     - 1952     MONUMENTED       CGS
 KU1352
 KU1352                          STATION DESCRIPTION
 KU1352
 KU1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1352'AT INWOOD.
 KU1352'AT INWOOD, NASSAU COUNTY, ABOUT 1 MILE NORTH OF FAR ROCKAWAY,
 KU1352'QUEENS COUNTY, ABOUT 0.5 MILE WEST OF INTERSECTION OF SHERIDAN
 KU1352'AVENUE AND NASSASU AVENUE, IN THE TOP AND 2.6 FEET SOUTHWEST OF
 KU1352'NORTHEAST CORNER OF LARGE CONCRETE BASE OF NORTHEAST LEG OF A
 KU1352'STEEL TOWER OF POWER TRANSMISSION LINE WHICH CROSSES SOUTH ARM
 KU1352'OF MOTT BASIN TO THE SOUTH, ABOUT 33 YARDS NORTH OF HIGH WATER
 KU1352'LINE AND ABOUT 4 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1041 ***********************************************************************
 KU1041  DESIGNATION -  E 351
 KU1041  PID         -  KU1041
 KU1041  STATE/COUNTY-  NY/NEW YORK
 KU1041  USGS QUAD   -  BROOKLYN (1979)
 KU1041
 KU1041                         *CURRENT SURVEY CONTROL
 KU1041  ___________________________________________________________________
 KU1041* NAD 83(1986)-  40 41 53.     (N)    073 57 42.     (W)     SCALED    
 KU1041* NAVD 88     -         4.856  (meters)      15.93   (feet)  ADJUSTED  
 KU1041  ___________________________________________________________________
 KU1041  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU1041  DYNAMIC HT  -           4.855 (meters)      15.93  (feet)  COMP
 KU1041  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 KU1041
 KU1041  VERT ORDER  -  FIRST     CLASS II
 KU1041
 KU1041.The horizontal coordinates were scaled from a topographic map and have
 KU1041.an estimated accuracy of +/- 6 seconds.
 KU1041
 KU1041.The orthometric height was determined by differential leveling
 KU1041.and adjusted by the National Geodetic Survey in June 1991..
 KU1041
 KU1041.The geoid height was determined by GEOID03.
 KU1041
 KU1041.The dynamic height is computed by dividing the NAVD 88
 KU1041.geopotential number by the normal gravity value computed on the
 KU1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1041.degrees latitude (g = 980.6199 gals.).
 KU1041
 KU1041.The modeled gravity was interpolated from observed gravity values.
 KU1041
 KU1041;                    North         East    Units  Estimated Accuracy
 KU1041;SPC NY E     -   207,160.      195,490.      MT  (+/- 180 meters Scaled)
 KU1041
 KU1041                          SUPERSEDED SURVEY CONTROL
 KU1041
 KU1041  NGVD 29 (??/??/92)    5.195  (m)           17.04   (f) ADJ UNCH    1 2
 KU1041
 KU1041.Superseded values are not recommended for survey control.
 KU1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1041.See file dsdata.txt to determine how the superseded data were derived.
 KU1041
 KU1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL877057(NAD 83)
 KU1041_MARKER: DB = BENCH MARK DISK
 KU1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1041_SP_SET: BUILDING
 KU1041_STAMPING: E 351 1952
 KU1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1041
 KU1041  HISTORY     - Date     Condition        Report By
 KU1041  HISTORY     - 1952     MONUMENTED       CGS
 KU1041  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 KU1041
 KU1041                          STATION DESCRIPTION
 KU1041
 KU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1041'AT NEW YORK.
 KU1041'AT NEW YORK, IN BOROUGH OF BROOKLYN, NEAR INTERSECTION OF
 KU1041'WALLABOUT STREET, CLASSON AVENUE AND FLUSHING AVENUE, SET
 KU1041'VERTICALLY IN THE NORTHWEST FACE OF BRICK BUILDING NO. 359 FLUSHING
 KU1041'AVENUE OCCUPIED BY LUTZ LUMBER AND MOULDING COMPANY, 2.8 FEET
 KU1041'SOUTHWEST OF NORTH CORNER OF BUILDING AND 2 1/2 FEET ABOVE SIDE
 KU1041'WALK.
 KU1041
 KU1041                          STATION RECOVERY (2006)
 KU1041
 KU1041'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU1041'THE MARK WAS NOT RECOVERED, NOT FOUND.
 KU1041' 
 KU1041'THE DIRECTIONS ON THE DATASHEET ARE PROBLEMATIC. THEY STATE THE MARK
 KU1041'IS 'NEAR INTERSECTION OF WALLABOUT STREET, CLASSON AVENUE AND FLUSHING
 KU1041'AVENUE'. WALLABOUT AND FLUSHING DO NOT INTERSECT, THEY RUN PARALLEL TO
 KU1041'ONE ANOTHER. FURTHERMORE, THE ADDRESS GIVEN 'BRICK BUILDING NO. 359
 KU1041'FLUSHING AVENUE' IS BETWEEN TAFFE PLACE AND KENT AVENUE, ABOUT 1 1/2
 KU1041'BLOCKS FROM CLASSON.
 KU1041' 
 KU1041'THERE WERE NO BUILDING ADDRESS NUMBERS FROM 347 TO 367 FLUSHING
 KU1041'AVENUE, BUT ESTIMATING THE DISTANCE BETWEEN THESE ADDRESSES WOULD
 KU1041'PLACE 359 NEAR A BRICK BUILDING OWNED BY STOREAGE MART AND A VACANT
 KU1041'LOT. NO MARK WAS FOUND NEAR THE NORTH CORNER OF THIS OR IN FACT ANY
 KU1041'BUILDING ON THIS BLOCK.  IT IS POSSIBLE THE MARK WAS ON A BUILDING
 KU1041'THAT WAS LOCATED IN WHAT IS NOW THE VACANT LOT.
 KU1041' 
 KU1041'THE USGS 7.5 MINUTE BROOKLYN QUADRANGLE PLACES THE MARK A BLOCK AWAY
 KU1041'ON WALLABOUT STEET. A SEARCH OF THAT BLOCK WAS ALSO UNSUCCESSFUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1160 ***********************************************************************
 KU1160  DESIGNATION -  E 352
 KU1160  PID         -  KU1160
 KU1160  STATE/COUNTY-  NY/BRONX
 KU1160  USGS QUAD   -  FLUSHING (1979)
 KU1160
 KU1160                         *CURRENT SURVEY CONTROL
 KU1160  ___________________________________________________________________
 KU1160* NAD 83(1986)-  40 51 32.     (N)    073 49 35.     (W)     SCALED    
 KU1160* NAVD 88     -        10.225  (meters)      33.55   (feet)  ADJUSTED  
 KU1160  ___________________________________________________________________
 KU1160  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KU1160  DYNAMIC HT  -          10.221 (meters)      33.53  (feet)  COMP
 KU1160  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 KU1160
 KU1160  VERT ORDER  -  FIRST     CLASS II
 KU1160
 KU1160.The horizontal coordinates were scaled from a topographic map and have
 KU1160.an estimated accuracy of +/- 6 seconds.
 KU1160
 KU1160.The orthometric height was determined by differential leveling
 KU1160.and adjusted by the National Geodetic Survey in June 1991..
 KU1160
 KU1160.The geoid height was determined by GEOID03.
 KU1160
 KU1160.The dynamic height is computed by dividing the NAVD 88
 KU1160.geopotential number by the normal gravity value computed on the
 KU1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1160.degrees latitude (g = 980.6199 gals.).
 KU1160
 KU1160.The modeled gravity was interpolated from observed gravity values.
 KU1160
 KU1160;                    North         East    Units  Estimated Accuracy
 KU1160;SPC NY E     -   225,100.      206,790.      MT  (+/- 180 meters Scaled)
 KU1160
 KU1160                          SUPERSEDED SURVEY CONTROL
 KU1160
 KU1160  NGVD 29 (??/??/92)   10.550  (m)           34.61   (f) ADJ UNCH    1 2
 KU1160
 KU1160.Superseded values are not recommended for survey control.
 KU1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1160.See file dsdata.txt to determine how the superseded data were derived.
 KU1160
 KU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL989237(NAD 83)
 KU1160_MARKER: DB = BENCH MARK DISK
 KU1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1160_SP_SET: ABUTMENT
 KU1160_STAMPING: E 352 1952
 KU1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1160
 KU1160  HISTORY     - Date     Condition        Report By
 KU1160  HISTORY     - 1952     MONUMENTED       CGS
 KU1160  HISTORY     - 20050420 MARK NOT FOUND   GEOCAC
 KU1160
 KU1160                          STATION DESCRIPTION
 KU1160
 KU1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1160'AT NEW YORK.
 KU1160'AT NEW YORK, IN BOROUGH OF BRONX, AT BAYCHESTER, AT OVERPASS OF
 KU1160'BAYCHESTER AVENUE OVER THE NEW YORK, NEW HAVEN, AND HARTFORD
 KU1160'RAILROAD, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 KU1160'ABUTMENT, 1 1/2 FEET EAST OF EAST EDGE OF IRON BANISTER AND
 KU1160'ABOUT LEVEL WITH BRIDGE SIDE WALK.
 KU1160
 KU1160                          STATION RECOVERY (2005)
 KU1160
 KU1160'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1160'HIGHWAY CONSTRUCTION IN THIS AREA OVER THE LAST 50 YEARS HAS
 KU1160'OBLITERATED BAYCHESTER AVENUE, THE CROSS STREETS AND THE OVERPASSES.
 KU1160'THE MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1242 ***********************************************************************
 KU1242  DESIGNATION -  E 353
 KU1242  PID         -  KU1242
 KU1242  STATE/COUNTY-  NY/KINGS
 KU1242  USGS QUAD   -  CONEY ISLAND (1979)
 KU1242
 KU1242                         *CURRENT SURVEY CONTROL
 KU1242  ___________________________________________________________________
 KU1242* NAD 83(1986)-  40 36 20.     (N)    073 53 54.     (W)     SCALED    
 KU1242* NAVD 88     -        11.823  (meters)      38.79   (feet)  ADJUSTED  
 KU1242  ___________________________________________________________________
 KU1242  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KU1242  DYNAMIC HT  -          11.818 (meters)      38.77  (feet)  COMP
 KU1242  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 KU1242
 KU1242  VERT ORDER  -  FIRST     CLASS II
 KU1242
 KU1242.The horizontal coordinates were scaled from a topographic map and have
 KU1242.an estimated accuracy of +/- 6 seconds.
 KU1242
 KU1242.The orthometric height was determined by differential leveling
 KU1242.and adjusted by the National Geodetic Survey in June 1991..
 KU1242
 KU1242.The geoid height was determined by GEOID03.
 KU1242
 KU1242.The dynamic height is computed by dividing the NAVD 88
 KU1242.geopotential number by the normal gravity value computed on the
 KU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1242.degrees latitude (g = 980.6199 gals.).
 KU1242
 KU1242.The modeled gravity was interpolated from observed gravity values.
 KU1242
 KU1242;                    North         East    Units  Estimated Accuracy
 KU1242;SPC NY L     -    48,740.      308,610.      MT  (+/- 180 meters Scaled)
 KU1242
 KU1242                          SUPERSEDED SURVEY CONTROL
 KU1242
 KU1242  NGVD 29 (??/??/92)   12.160  (m)           39.89   (f) ADJ UNCH    1 2
 KU1242
 KU1242.Superseded values are not recommended for survey control.
 KU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1242.See file dsdata.txt to determine how the superseded data were derived.
 KU1242
 KU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK932955(NAD 83)
 KU1242_MARKER: DB = BENCH MARK DISK
 KU1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1242_SP_SET: CURB
 KU1242_STAMPING: E 353 1952
 KU1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1242
 KU1242  HISTORY     - Date     Condition        Report By
 KU1242  HISTORY     - 1952     MONUMENTED       CGS
 KU1242
 KU1242                          STATION DESCRIPTION
 KU1242
 KU1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1242'AT NEW YORK.
 KU1242'AT NEW YORK, IN BOROUGH OF BROOKLYN, AT NORTHEAST END OF SHORE
 KU1242'PARKWAY BRIDGE OVER MILL BASIN, IN THE TOP OF CENTER OF CURB
 KU1242'DIVIDING LANES AND 3.2 FEET SOUTHWEST OF NORTHEAST END OF
 KU1242'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1399 ***********************************************************************
 KU1399  DESIGNATION -  E 354
 KU1399  PID         -  KU1399
 KU1399  STATE/COUNTY-  NY/QUEENS
 KU1399  USGS QUAD   -  FAR ROCKAWAY (1969)
 KU1399
 KU1399                         *CURRENT SURVEY CONTROL
 KU1399  ___________________________________________________________________
 KU1399* NAD 83(1986)-  40 37 28.     (N)    073 49 38.     (W)     SCALED    
 KU1399* NAVD 88     -         3.422  (meters)      11.23   (feet)  ADJUSTED  
 KU1399  ___________________________________________________________________
 KU1399  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KU1399  DYNAMIC HT  -           3.421 (meters)      11.22  (feet)  COMP
 KU1399  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 KU1399
 KU1399  VERT ORDER  -  FIRST     CLASS II
 KU1399
 KU1399.The horizontal coordinates were scaled from a topographic map and have
 KU1399.an estimated accuracy of +/- 6 seconds.
 KU1399
 KU1399.The orthometric height was determined by differential leveling
 KU1399.and adjusted by the National Geodetic Survey in June 1991..
 KU1399
 KU1399.The geoid height was determined by GEOID03.
 KU1399
 KU1399.The dynamic height is computed by dividing the NAVD 88
 KU1399.geopotential number by the normal gravity value computed on the
 KU1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1399.degrees latitude (g = 980.6199 gals.).
 KU1399
 KU1399.The modeled gravity was interpolated from observed gravity values.
 KU1399
 KU1399;                    North         East    Units  Estimated Accuracy
 KU1399;SPC NY L     -    50,850.      314,620.      MT  (+/- 180 meters Scaled)
 KU1399
 KU1399                          SUPERSEDED SURVEY CONTROL
 KU1399
 KU1399  NGVD 29 (??/??/92)    3.758  (m)           12.33   (f) ADJ UNCH    1 2
 KU1399
 KU1399.Superseded values are not recommended for survey control.
 KU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1399.See file dsdata.txt to determine how the superseded data were derived.
 KU1399
 KU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK991977(NAD 83)
 KU1399_MARKER: DB = BENCH MARK DISK
 KU1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1399_SP_SET: FOUNDATION
 KU1399_STAMPING: E 354 1952
 KU1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1399
 KU1399  HISTORY     - Date     Condition        Report By
 KU1399  HISTORY     - 1952     MONUMENTED       CGS
 KU1399  HISTORY     - 1988     GOOD             USPSQD
 KU1399
 KU1399                          STATION DESCRIPTION
 KU1399
 KU1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU1399'AT NEW YORK.
 KU1399'AT NEW YORK, IN BOROUGH OF QUEENS, ALONG CROSS BAY BOULEVARD,
 KU1399'ABOUT 1.0 MILE SOUTH OF CROSS BAY BOULEVARD BASCULE BRIDGE OVER
 KU1399'NORTH CHANNEL, AT AIRLINE COMMUNICATIONS ENTRANCE, NORTH OF A
 KU1399'WHICH PAINTED SMALL BRICK HOUSE, SOUTH OF A GABLED STUCCO
 KU1399'HOUSE, IN THE TOP OF NORTHEAST CORNER OF THE NORTHEAST ONE OF
 KU1399'FOUR CONCRETE FOUNDATIONS (ABANDONED), 177 FEET WEST OF WEST
 KU1399'CURB OF CROSS ISLAND PARKWAY, 1.7 FEET SOUTHWEST OF NORTHEAST
 KU1399'CORNER OF FOUNDATION AND ABOUT 7 FEET BELOW LEVEL OF PARKWAY.
 KU1399
 KU1399                          STATION RECOVERY (1988)
 KU1399
 KU1399'RECOVERY NOTE BY US POWER SQUADRON 1988 (JPV)
 KU1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1213 ***********************************************************************
 LX1213  DESIGNATION -  E 355 RESET
 LX1213  PID         -  LX1213
 LX1213  STATE/COUNTY-  NY/WESTCHESTER
 LX1213  USGS QUAD   -  GLENVILLE (1971)
 LX1213
 LX1213                         *CURRENT SURVEY CONTROL
 LX1213  ___________________________________________________________________
 LX1213* NAD 83(1986)-  41 04 49.     (N)    073 43 00.     (W)     SCALED    
 LX1213* NAVD 88     -       125.24   (+/-2cm)     410.9    (feet)  VERTCON   
 LX1213  ___________________________________________________________________
 LX1213  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX1213
 LX1213  VERT ORDER  -  THIRD (See Below)
 LX1213
 LX1213.This mark is at Westchester County Airport (HPN)
 LX1213
 LX1213.The horizontal coordinates were scaled from a topographic map and have
 LX1213.an estimated accuracy of +/- 6 seconds.
 LX1213
 LX1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX1213.The vertical order pertains to the NGVD 29 superseded value.
 LX1213
 LX1213.The geoid height was determined by GEOID03.
 LX1213
 LX1213;                    North         East    Units  Estimated Accuracy
 LX1213;SPC NY E     -   249,760.      215,820.      MT  (+/- 180 meters Scaled)
 LX1213
 LX1213                          SUPERSEDED SURVEY CONTROL
 LX1213
 LX1213  NGVD 29 (??/??/??)  125.53   (m)          411.8    (f) RESET       3  
 LX1213
 LX1213.Superseded values are not recommended for survey control.
 LX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1213.See file dsdata.txt to determine how the superseded data were derived.
 LX1213
 LX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL078484(NAD 83)
 LX1213_MARKER: DB = BENCH MARK DISK
 LX1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1213_SP_SET: CULVERT
 LX1213_STAMPING: E 355 RESET 1966
 LX1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1213
 LX1213  HISTORY     - Date     Condition        Report By
 LX1213  HISTORY     - 1966     MONUMENTED       CGS
 LX1213  HISTORY     - 1984     GOOD             USPSQD
 LX1213  HISTORY     - 1985     GOOD             USPSQD
 LX1213
 LX1213                          STATION DESCRIPTION
 LX1213
 LX1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LX1213'AT WESTCHESTER.
 LX1213'AT THE WESTCHESTER COUNTY MUNICIPAL AIRPORT NEAR THE
 LX1213'INTERSECTION OF NEW KING STREET AND THE MAIN ENTRANCE ROAD INTO
 LX1213'THE AIRPORT.  3 FEET NORTH OF WIRE FENCE AND ABOUT 55 FEET
 LX1213'SOUTHWEST OF THE CENTER OF THE STREET INTERSECTION AND JUST
 LX1213'WEST OF A GATE OPENING IN THE WIRE FENCE AND SET IN THE TOP OF A
 LX1213'CONCRETE CULVERT.
 LX1213
 LX1213                          STATION RECOVERY (1984)
 LX1213
 LX1213'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1213'RECOVERED IN GOOD CONDITION.
 LX1213
 LX1213                          STATION RECOVERY (1985)
 LX1213
 LX1213'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0719 ***********************************************************************
 OD0719  DESIGNATION -  E 356
 OD0719  PID         -  OD0719
 OD0719  STATE/COUNTY-  NY/SARATOGA
 OD0719  USGS QUAD   -  CORINTH (1968)
 OD0719
 OD0719                         *CURRENT SURVEY CONTROL
 OD0719  ___________________________________________________________________
 OD0719* NAD 83(1986)-  43 09 09.     (N)    073 51 18.     (W)     SCALED    
 OD0719* NAVD 88     -       188.224  (meters)     617.53   (feet)  ADJUSTED  
 OD0719  ___________________________________________________________________
 OD0719  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 OD0719  DYNAMIC HT  -         188.176 (meters)     617.37  (feet)  COMP
 OD0719  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 OD0719
 OD0719  VERT ORDER  -  FIRST     CLASS II
 OD0719
 OD0719.The horizontal coordinates were scaled from a topographic map and have
 OD0719.an estimated accuracy of +/- 6 seconds.
 OD0719
 OD0719.The orthometric height was determined by differential leveling
 OD0719.and adjusted by the National Geodetic Survey in June 1991..
 OD0719
 OD0719.The geoid height was determined by GEOID03.
 OD0719
 OD0719.The dynamic height is computed by dividing the NAVD 88
 OD0719.geopotential number by the normal gravity value computed on the
 OD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0719.degrees latitude (g = 980.6199 gals.).
 OD0719
 OD0719.The modeled gravity was interpolated from observed gravity values.
 OD0719
 OD0719;                    North         East    Units  Estimated Accuracy
 OD0719;SPC NY E     -   479,810.      202,460.      MT  (+/- 180 meters Scaled)
 OD0719
 OD0719                          SUPERSEDED SURVEY CONTROL
 OD0719
 OD0719  NGVD 29 (??/??/92)  188.368  (m)          618.00   (f) ADJ UNCH    1 2
 OD0719
 OD0719.Superseded values are not recommended for survey control.
 OD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0719.See file dsdata.txt to determine how the superseded data were derived.
 OD0719
 OD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN930783(NAD 83)
 OD0719_MARKER: DB = BENCH MARK DISK
 OD0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0719_SP_SET: OVERPASS
 OD0719_STAMPING: E 356 1955
 OD0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0719
 OD0719  HISTORY     - Date     Condition        Report By
 OD0719  HISTORY     - 1955     MONUMENTED       CGS
 OD0719
 OD0719                          STATION DESCRIPTION
 OD0719
 OD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0719'IN KINGS.
 OD0719'AT KINGS, AT THE OVERPASS OF THE DELAWARE AND HUDSON RAILROAD OVER
 OD0719'STATE HIGHWAY 9 N, IN THE TOP OF WEST END OF NORTH CONCRETE ABUTMENT
 OD0719'OF OVERPASS, 9 FEET WEST OF WEST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL
 OD0719'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0867 ***********************************************************************
 OE0867  DESIGNATION -  E 356
 OE0867  PID         -  OE0867
 OE0867  STATE/COUNTY-  NY/ONEIDA
 OE0867  USGS QUAD   -  NORTH WESTERN (1980)
 OE0867
 OE0867                         *CURRENT SURVEY CONTROL
 OE0867  ___________________________________________________________________
 OE0867* NAD 83(1986)-  43 19 55.     (N)    075 16 46.     (W)     SCALED    
 OE0867* NAVD 88     -       376.116  (meters)    1233.97   (feet)  ADJUSTED  
 OE0867  ___________________________________________________________________
 OE0867  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 OE0867  DYNAMIC HT  -         376.015 (meters)    1233.64  (feet)  COMP
 OE0867  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 OE0867
 OE0867  VERT ORDER  -  SECOND    CLASS 0
 OE0867
 OE0867.The horizontal coordinates were scaled from a topographic map and have
 OE0867.an estimated accuracy of +/- 6 seconds.
 OE0867
 OE0867.The orthometric height was determined by differential leveling
 OE0867.and adjusted by the National Geodetic Survey in June 1991..
 OE0867
 OE0867.The geoid height was determined by GEOID03.
 OE0867
 OE0867.The dynamic height is computed by dividing the NAVD 88
 OE0867.geopotential number by the normal gravity value computed on the
 OE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0867.degrees latitude (g = 980.6199 gals.).
 OE0867
 OE0867.The modeled gravity was interpolated from observed gravity values.
 OE0867
 OE0867;                    North         East    Units  Estimated Accuracy
 OE0867;SPC NY C     -   370,870.      355,740.      MT  (+/- 180 meters Scaled)
 OE0867
 OE0867                          SUPERSEDED SURVEY CONTROL
 OE0867
 OE0867  NGVD 29 (??/??/92)  376.225  (m)         1234.33   (f) ADJ UNCH    2 0
 OE0867
 OE0867.Superseded values are not recommended for survey control.
 OE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OE0867.See file dsdata.txt to determine how the superseded data were derived.
 OE0867
 OE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN773977(NAD 83)
 OE0867_MARKER: DB = BENCH MARK DISK
 OE0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OE0867_SP_SET: CULVERT
 OE0867_STAMPING: E 356 1956
 OE0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OE0867
 OE0867  HISTORY     - Date     Condition        Report By
 OE0867  HISTORY     - 1956     MONUMENTED       CGS
 OE0867
 OE0867                          STATION DESCRIPTION
 OE0867
 OE0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 OE0867'6.5 MI NE FROM WESTERNVILLE.
 OE0867'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 46 FROM THE SCHOOL AT
 OE0867'WESTERNVILLE, THENCE ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 46A TO
 OE0867'CROSSROADS AT STEUBEN, THENCE ABOUT 0.8 MILE NORTH ALONG A BLACK TOP
 OE0867'ROAD, AT A 5-FOOT BOX CULVERT WITH A STONE ADDITION ON HEAD WALL, SET
 OE0867'VERTICALLY IN SOUTHEAST FACE OF HEAD WALL OF CULVERT, 16 FEET
 OE0867'SOUTHEAST OF CENTER LINE OF ROAD, 40 FEET SOUTHWEST OF CENTER OF
 OE0867'JUNCTION OF ROAD AND A FARM LANE LEADING SOUTHEAST, 3.6 FEET ABOVE
 OE0867'BOTTOM OF CULVERT, 4.2 FEET BELOW TOP OF HEAD WALL AND ABOUT 5 FEET
 OE0867'BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0727 ***********************************************************************
 OD0727  DESIGNATION -  E 357
 OD0727  PID         -  OD0727
 OD0727  STATE/COUNTY-  NY/SARATOGA
 OD0727  USGS QUAD   -  LAKE LUZERNE (1968)
 OD0727
 OD0727                         *CURRENT SURVEY CONTROL
 OD0727  ___________________________________________________________________
 OD0727* NAD 83(1986)-  43 15 03.     (N)    073 50 56.     (W)     SCALED    
 OD0727* NAVD 88     -       193.298  (meters)     634.18   (feet)  ADJUSTED  
 OD0727  ___________________________________________________________________
 OD0727  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 OD0727  DYNAMIC HT  -         193.250 (meters)     634.02  (feet)  COMP
 OD0727  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 OD0727
 OD0727  VERT ORDER  -  SECOND    CLASS II
 OD0727
 OD0727.The horizontal coordinates were scaled from a topographic map and have
 OD0727.an estimated accuracy of +/- 6 seconds.
 OD0727
 OD0727.The orthometric height was determined by differential leveling
 OD0727.and adjusted by the National Geodetic Survey in August 2004..
 OD0727
 OD0727.The geoid height was determined by GEOID03.
 OD0727
 OD0727.The dynamic height is computed by dividing the NAVD 88
 OD0727.geopotential number by the normal gravity value computed on the
 OD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0727.degrees latitude (g = 980.6199 gals.).
 OD0727
 OD0727.The modeled gravity was interpolated from observed gravity values.
 OD0727
 OD0727;                    North         East    Units  Estimated Accuracy
 OD0727;SPC NY E     -   490,740.      202,870.      MT  (+/- 180 meters Scaled)
 OD0727
 OD0727                          SUPERSEDED SURVEY CONTROL
 OD0727
 OD0727  NAVD 88 (06/15/91)  193.287  (m)          634.14   (f) UNKNOWN     1 2
 OD0727  NGVD 29 (??/??/92)  193.420  (m)          634.58   (f) ADJ UNCH    1 2
 OD0727
 OD0727.Superseded values are not recommended for survey control.
 OD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0727.See file dsdata.txt to determine how the superseded data were derived.
 OD0727
 OD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN934893(NAD 83)
 OD0727_MARKER: DB = BENCH MARK DISK
 OD0727_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OD0727_SP_SET: BRIDGE OVERPASS
 OD0727_STAMPING: E 357 1955
 OD0727_MARK LOGO: CGS   
 OD0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 OD0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0727
 OD0727  HISTORY     - Date     Condition        Report By
 OD0727  HISTORY     - 1955     MONUMENTED       CGS
 OD0727  HISTORY     - 2003     GOOD             NYDT
 OD0727
 OD0727                          STATION DESCRIPTION
 OD0727
 OD0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0727'0.15 MI S FROM CORINTH.
 OD0727'AT CORINTH, ABOUT 0.15 MILE SOUTH ALONG THE DELAWARE AND HUDSON
 OD0727'RAILROAD FROM THE STATION, ABOUT 0.3 MILE NORTH OF MILE POST NC 41 - A
 OD0727'54, IN THE TOP OF THE WEST END OF SOUTH CONCRETE ABUTMENT OF RAILROAD
 OD0727'OVERPASS NO. 54/28 OVER A BLACK TOP ROAD, 5 FEET WEST OF WEST RAIL OF
 OD0727'MAIN TRACK AND ABOUT LEVEL WITH TRACK.
 OD0727
 OD0727                          STATION RECOVERY (2003)
 OD0727
 OD0727'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (DLM)
 OD0727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0772 ***********************************************************************
 PG0772  DESIGNATION -  E 358
 PG0772  PID         -  PG0772
 PG0772  STATE/COUNTY-  NY/ESSEX
 PG0772  USGS QUAD   -  
 PG0772
 PG0772                         *CURRENT SURVEY CONTROL
 PG0772  ___________________________________________________________________
 PG0772* NAD 83(1986)-  44 29 45.     (N)    073 27 26.     (W)     SCALED    
 PG0772* NAVD 88     -       172.066  (meters)     564.52   (feet)  ADJUSTED  
 PG0772  ___________________________________________________________________
 PG0772  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PG0772  DYNAMIC HT  -         172.050 (meters)     564.47  (feet)  COMP
 PG0772  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 PG0772
 PG0772  VERT ORDER  -  FIRST     CLASS I
 PG0772
 PG0772.The horizontal coordinates were scaled from a topographic map and have
 PG0772.an estimated accuracy of +/- 6 seconds.
 PG0772
 PG0772.The orthometric height was determined by differential leveling
 PG0772.and adjusted by the National Geodetic Survey in June 1991..
 PG0772
 PG0772.The geoid height was determined by GEOID03.
 PG0772
 PG0772.The dynamic height is computed by dividing the NAVD 88
 PG0772.geopotential number by the normal gravity value computed on the
 PG0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0772.degrees latitude (g = 980.6199 gals.).
 PG0772
 PG0772.The modeled gravity was interpolated from observed gravity values.
 PG0772
 PG0772;                    North         East    Units  Estimated Accuracy
 PG0772;SPC NY E     -   629,380.      232,930.      MT  (+/- 180 meters Scaled)
 PG0772
 PG0772                          SUPERSEDED SURVEY CONTROL
 PG0772
 PG0772  NGVD 29 (??/??/??)  172.200  (m)          564.96   (f) ADJUSTED    1 1
 PG0772
 PG0772.Superseded values are not recommended for survey control.
 PG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0772.See file dsdata.txt to determine how the superseded data were derived.
 PG0772
 PG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ226281(NAD 83)
 PG0772_MARKER: DB = BENCH MARK DISK
 PG0772_SETTING: 66 = SET IN ROCK OUTCROP
 PG0772_SP_SET: ROCK OUTCROP
 PG0772_STAMPING: E 358 1955
 PG0772_MARK LOGO: CGS   
 PG0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 PG0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0772+STABILITY: POSITION/ELEVATION WELL
 PG0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0772+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 PG0772
 PG0772  HISTORY     - Date     Condition        Report By
 PG0772  HISTORY     - 1955     MONUMENTED       CGS
 PG0772  HISTORY     - 1973     GOOD             NGS
 PG0772  HISTORY     - 20030624 GOOD             NYDT
 PG0772  HISTORY     - 20030624 GOOD             NYDT
 PG0772
 PG0772                          STATION DESCRIPTION
 PG0772
 PG0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0772'2.2 MI NW FROM PORT DOUGLASS.
 PG0772'ABOUT 2.2 MILES NORTHWEST ALONG A PAVED ROAD FROM ITS OVERPASS OVER
 PG0772'THE DELAWARE AND HUDSON RAILWAY AT PORT DOUGLASS, 2.15 MILES NORTHWEST
 PG0772'OF ENTRANCE TO PORT DOUGLASS TERMINAL, 0.1 MILE SOUTHEAST OF JUNCTION
 PG0772'WITH A PAVED ROAD LEADING WEST, 0.25 MILE NORTHWEST OF A PAVED ROAD
 PG0772'INTERSECTION, 98.7 FEET SOUTHWEST OF CENTER LINE OF THE ROAD, 19 FEET
 PG0772'EAST OF A 20 BY 42 FOOT LOAF SHAPED GRANITE ROCK OUTCROP, 98 FEET WEST
 PG0772'OF A POWER POLE E4-37, SET IN THE TOP OF A 5 1/2 BY 20 FOOT ROCK
 PG0772'OUTCROP (WHICH IS SAME FORMATION OF ROCK AS THE LOAF SHAPED ONE TO THE
 PG0772'WEST) ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 PG0772
 PG0772                          STATION RECOVERY (2003)
 PG0772
 PG0772'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0772'HANDHELD GPS N44 29 45 W073 27 27
 PG0772
 PG0772                          STATION RECOVERY (2003)
 PG0772
 PG0772'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (RC)
 PG0772'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0685 ***********************************************************************
 PG0685  DESIGNATION -  E 359
 PG0685  PID         -  PG0685
 PG0685  STATE/COUNTY-  NY/ESSEX
 PG0685  USGS QUAD   -  
 PG0685
 PG0685                         *CURRENT SURVEY CONTROL
 PG0685  ___________________________________________________________________
 PG0685* NAD 83(1986)-  44 10 01.     (N)    073 27 03.     (W)     SCALED    
 PG0685* NAVD 88     -        91.628  (meters)     300.62   (feet)  ADJUSTED  
 PG0685  ___________________________________________________________________
 PG0685  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PG0685  DYNAMIC HT  -          91.615 (meters)     300.57  (feet)  COMP
 PG0685  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 PG0685
 PG0685  VERT ORDER  -  FIRST     CLASS I
 PG0685
 PG0685.The horizontal coordinates were scaled from a topographic map and have
 PG0685.an estimated accuracy of +/- 6 seconds.
 PG0685
 PG0685.The orthometric height was determined by differential leveling
 PG0685.and adjusted by the National Geodetic Survey in June 1991..
 PG0685
 PG0685.The geoid height was determined by GEOID03.
 PG0685
 PG0685.The dynamic height is computed by dividing the NAVD 88
 PG0685.geopotential number by the normal gravity value computed on the
 PG0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0685.degrees latitude (g = 980.6199 gals.).
 PG0685
 PG0685.The modeled gravity was interpolated from observed gravity values.
 PG0685
 PG0685;                    North         East    Units  Estimated Accuracy
 PG0685;SPC NY E     -   592,850.      233,910.      MT  (+/- 180 meters Scaled)
 PG0685
 PG0685                          SUPERSEDED SURVEY CONTROL
 PG0685
 PG0685  NGVD 29 (??/??/??)   91.795  (m)          301.16   (f) ADJUSTED    1 1
 PG0685
 PG0685.Superseded values are not recommended for survey control.
 PG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0685.See file dsdata.txt to determine how the superseded data were derived.
 PG0685
 PG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP238915(NAD 83)
 PG0685_MARKER: DB = BENCH MARK DISK
 PG0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0685_SP_SET: CONCRETE BASE
 PG0685_STAMPING: E 359 1955
 PG0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0685
 PG0685  HISTORY     - Date     Condition        Report By
 PG0685  HISTORY     - 1955     MONUMENTED       CGS
 PG0685  HISTORY     - 1973     GOOD             NGS
 PG0685  HISTORY     - 20051007 MARK NOT FOUND   NYDT
 PG0685
 PG0685                          STATION DESCRIPTION
 PG0685
 PG0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0685'1.6 MI S FROM WESTPORT.
 PG0685'ABOUT 1.6 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0685'STATE HIGHWAY 9 UNDERPASS AT WESTPORT, 0.2 MILE NORTH OF MILEPOST
 PG0685'A126-RP65, 45 FEET EAST OF THE EAST RAIL, AT THE CROSSING OF A PAVE
 PG0685'ROAD, 48 FEET EAST OF THE CENTER OF THE CROSSING, 20 FEET SOUTHEAST OF
 PG0685'THE CENTER LINE OF ROAD, 63 FEET SOUTH OF AND ACROSS THE ROAD FROM
 PG0685'POWER LINE POLE 86, IN TOP OF THE NORTH SIDE OF CONCRETE BASE FOR
 PG0685'ABANDONED CROSSING WARNING SIGN POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 PG0685'THE GROUND ON NORTHWEST SIDE OF BASE AND ABOUT 3 FEET ABOVE THE LEVEL
 PG0685'OF THE ROAD.  NOTE--THE MARK IS NOT CONSIDERED AS BEING IN A GOOD
 PG0685'LOCATION AND STRUCTURE NOT SUITABLE TO SUPPORT AN ELEVATION MARKER.
 PG0685
 PG0685                          STATION RECOVERY (2005)
 PG0685
 PG0685'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0390 ***********************************************************************
 NB0390  DESIGNATION -  E 36
 NB0390  PID         -  NB0390
 NB0390  STATE/COUNTY-  NY/TOMPKINS
 NB0390  USGS QUAD   -  WEST DANBY (1969)
 NB0390
 NB0390                         *CURRENT SURVEY CONTROL
 NB0390  ___________________________________________________________________
 NB0390* NAD 83(1986)-  42 17 40.     (N)    076 31 00.     (W)     SCALED    
 NB0390* NAVD 88     -       299.370  (meters)     982.18   (feet)  ADJUSTED  
 NB0390  ___________________________________________________________________
 NB0390  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NB0390  DYNAMIC HT  -         299.257 (meters)     981.81  (feet)  COMP
 NB0390  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 NB0390
 NB0390  VERT ORDER  -  FIRST     CLASS II
 NB0390
 NB0390.The horizontal coordinates were scaled from a topographic map and have
 NB0390.an estimated accuracy of +/- 6 seconds.
 NB0390
 NB0390.The orthometric height was determined by differential leveling
 NB0390.and adjusted by the National Geodetic Survey in June 1991..
 NB0390
 NB0390.The geoid height was determined by GEOID03.
 NB0390
 NB0390.The dynamic height is computed by dividing the NAVD 88
 NB0390.geopotential number by the normal gravity value computed on the
 NB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0390.degrees latitude (g = 980.6199 gals.).
 NB0390
 NB0390.The modeled gravity was interpolated from observed gravity values.
 NB0390
 NB0390;                    North         East    Units  Estimated Accuracy
 NB0390;SPC NY C     -   254,800.      255,500.      MT  (+/- 180 meters Scaled)
 NB0390
 NB0390                          SUPERSEDED SURVEY CONTROL
 NB0390
 NB0390  NGVD 29 (??/??/92)  299.485  (m)          982.56   (f) ADJ UNCH    1 2
 NB0390
 NB0390.Superseded values are not recommended for survey control.
 NB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0390.See file dsdata.txt to determine how the superseded data were derived.
 NB0390
 NB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM749835(NAD 83)
 NB0390_MARKER: DB = BENCH MARK DISK
 NB0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0390_SP_SET: CULVERT
 NB0390_STAMPING: E 36 1932
 NB0390_MARK LOGO: CGS   
 NB0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0390
 NB0390  HISTORY     - Date     Condition        Report By
 NB0390  HISTORY     - 1932     MONUMENTED       CGS
 NB0390  HISTORY     - 1982     GOOD             NGS
 NB0390  HISTORY     - 1985     GOOD             USPSQD
 NB0390  HISTORY     - 1989     GOOD             USPSQD
 NB0390  HISTORY     - 1989     GOOD             USPSQD
 NB0390  HISTORY     - 19940718 GOOD             USPSQD
 NB0390  HISTORY     - 19990818 GOOD             USPSQD
 NB0390
 NB0390                          STATION DESCRIPTION
 NB0390
 NB0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NB0390'2.0 MI S FROM WEST DANBY.
 NB0390'ON THE LEHIGH VALLEY RAILROAD, 0.3 MILE NORTH OF MILEPOST 295,
 NB0390'ABOUT 150 YARDS NORTH OF THE GRADE CROSSING OF A COUNTY ROAD, AT
 NB0390'RAILROAD CULVERT I 295, AT THE EAST END OF THE SOUTH ABUTMENT, IN
 NB0390'THE TOP OF THE SECOND STONE STEP BELOW THE UPPER CONCRETE FACING.
 NB0390
 NB0390                          STATION RECOVERY (1982)
 NB0390
 NB0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0390'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0390'2.95 KM (1.85 MI) SOUTH ALONG STATE HIGHWAY 34 AND 96 FROM
 NB0390'THE JUNCTION OF COUNTY ROAD 188 (STATION ROAD) IN WEST DANBY,
 NB0390'THENCE 0.3 KM (0.2 MI) EAST ALONG COUNTY ROAD 187 (HILL VIEW
 NB0390'ROAD), THENCE 0.16 KM (0.1 MI) NORTH ALONG THE CONRAIL
 NB0390'RAILROAD, TO THE MARK ON THE RIGHT, AT THE EAST END OF THE
 NB0390'SOUTH ABUTMENT, IN TOP OF THE SECOND STONE STEP BELOW THE
 NB0390'UPPER FACING, 3.05 METERS (10.0 FT) EAST OF THE EAST RAIL.
 NB0390'THE MARK IS 0.91 M BELOW TRACKS.
 NB0390
 NB0390                          STATION RECOVERY (1985)
 NB0390
 NB0390'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0390'RECOVERED IN GOOD CONDITION.
 NB0390
 NB0390                          STATION RECOVERY (1989)
 NB0390
 NB0390'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGR)
 NB0390'RECOVERED IN GOOD CONDITION.
 NB0390
 NB0390                          STATION RECOVERY (1989)
 NB0390
 NB0390'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0390'RECOVERED IN GOOD CONDITION.
 NB0390
 NB0390                          STATION RECOVERY (1994)
 NB0390
 NB0390'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0390'RECOVERED IN GOOD CONDITION.
 NB0390
 NB0390                          STATION RECOVERY (1999)
 NB0390
 NB0390'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0449 ***********************************************************************
 OD0449  DESIGNATION -  E 360
 OD0449  PID         -  OD0449
 OD0449  STATE/COUNTY-  NY/WASHINGTON
 OD0449  USGS QUAD   -  THORN HILL (1972)
 OD0449
 OD0449                         *CURRENT SURVEY CONTROL
 OD0449  ___________________________________________________________________
 OD0449* NAD 83(1986)-  43 35 11.     (N)    073 19 04.     (W)     SCALED    
 OD0449* NAVD 88     -        93.084  (meters)     305.39   (feet)  ADJUSTED  
 OD0449  ___________________________________________________________________
 OD0449  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 OD0449  DYNAMIC HT  -          93.065 (meters)     305.33  (feet)  COMP
 OD0449  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 OD0449
 OD0449  VERT ORDER  -  FIRST     CLASS II
 OD0449
 OD0449.The horizontal coordinates were scaled from a topographic map and have
 OD0449.an estimated accuracy of +/- 6 seconds.
 OD0449
 OD0449.The orthometric height was determined by differential leveling
 OD0449.and adjusted by the National Geodetic Survey in June 1991..
 OD0449
 OD0449.The geoid height was determined by GEOID03.
 OD0449
 OD0449.The dynamic height is computed by dividing the NAVD 88
 OD0449.geopotential number by the normal gravity value computed on the
 OD0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0449.degrees latitude (g = 980.6199 gals.).
 OD0449
 OD0449.The modeled gravity was interpolated from observed gravity values.
 OD0449
 OD0449;                    North         East    Units  Estimated Accuracy
 OD0449;SPC NY E     -   528,490.      245,470.      MT  (+/- 180 meters Scaled)
 OD0449
 OD0449                          SUPERSEDED SURVEY CONTROL
 OD0449
 OD0449  NGVD 29 (??/??/92)   93.231  (m)          305.88   (f) ADJ UNCH    1 2
 OD0449
 OD0449.Superseded values are not recommended for survey control.
 OD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0449.See file dsdata.txt to determine how the superseded data were derived.
 OD0449
 OD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP358273(NAD 83)
 OD0449_MARKER: DB = BENCH MARK DISK
 OD0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OD0449_SP_SET: CULVERT
 OD0449_STAMPING: E 360 1955
 OD0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OD0449
 OD0449  HISTORY     - Date     Condition        Report By
 OD0449  HISTORY     - 1955     MONUMENTED       CGS
 OD0449
 OD0449                          STATION DESCRIPTION
 OD0449
 OD0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0449'5.5 MI NE FROM WHITEHALL.
 OD0449'ABOUT 5.5 MILES NORTHEAST ALONG THE RUTLAND BRANCH OF THE DELAWARE AND
 OD0449'HUDSON RAILROAD FROM THE STATION AT WHITEHALL, ABOUT 3.0 MILES WEST OF
 OD0449'THE STATION AT FAIR HAVEN, RUTLAND COUNTY, VERMONT, ABOUT 1.1 MILES
 OD0449'WEST OF BRIDGE OVER POULTNEY RIVER AND THE VERMONT-NEW YORK STATE
 OD0449'LINE, ABOUT 45 YARDS WEST OF MILE POST A 83 - R 19, IN THE TOP OF THE
 OD0449'TOP STEP OF THE NORTHWEST WING WALL OF AN 8-FOOT ARCHED STONE CULVERT
 OD0449'OVER A SMALL STREAM, ABOUT 27 FEET NORTH OF NORTH RAIL AND ABOUT 12
 OD0449'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0356 ***********************************************************************
 OD0356  DESIGNATION -  E 361
 OD0356  PID         -  OD0356
 OD0356  STATE/COUNTY-  NY/WASHINGTON
 OD0356  USGS QUAD   -  BENSON (1946)
 OD0356
 OD0356                         *CURRENT SURVEY CONTROL
 OD0356  ___________________________________________________________________
 OD0356* NAD 83(1986)-  43 43 42.     (N)    073 22 18.     (W)     SCALED    
 OD0356* NAVD 88     -        32.917  (meters)     108.00   (feet)  ADJUSTED  
 OD0356  ___________________________________________________________________
 OD0356  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OD0356  DYNAMIC HT  -          32.911 (meters)     107.98  (feet)  COMP
 OD0356  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 OD0356
 OD0356  VERT ORDER  -  FIRST     CLASS I
 OD0356
 OD0356.The horizontal coordinates were scaled from a topographic map and have
 OD0356.an estimated accuracy of +/- 6 seconds.
 OD0356
 OD0356.The orthometric height was determined by differential leveling
 OD0356.and adjusted by the National Geodetic Survey in June 1991..
 OD0356
 OD0356.The geoid height was determined by GEOID03.
 OD0356
 OD0356.The dynamic height is computed by dividing the NAVD 88
 OD0356.geopotential number by the normal gravity value computed on the
 OD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0356.degrees latitude (g = 980.6199 gals.).
 OD0356
 OD0356.The modeled gravity was interpolated from observed gravity values.
 OD0356
 OD0356;                    North         East    Units  Estimated Accuracy
 OD0356;SPC NY E     -   544,200.      240,900.      MT  (+/- 180 meters Scaled)
 OD0356
 OD0356                          SUPERSEDED SURVEY CONTROL
 OD0356
 OD0356.No superseded survey control is available for this station.
 OD0356
 OD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP311429(NAD 83)
 OD0356_MARKER: DB = BENCH MARK DISK
 OD0356_SETTING: 66 = SET IN ROCK OUTCROP
 OD0356_SP_SET: ROCK CUT
 OD0356_STAMPING: E 361 1955
 OD0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0356+STABILITY: POSITION/ELEVATION WELL
 OD0356
 OD0356  HISTORY     - Date     Condition        Report By
 OD0356  HISTORY     - 1955     MONUMENTED       CGS
 OD0356  HISTORY     - 1973     GOOD             NGS
 OD0356
 OD0356                          STATION DESCRIPTION
 OD0356
 OD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0356'9.90 MI S FROM FORT TICONDEROGA.
 OD0356'ABOUT 9.90 MILES SOUTH ALONG THE DELAWARE RAILROAD FROM THE CROSSING
 OD0356'OF STATE HIGHWAY 73 AT FORT TICONDEROGA, ABOUT 0.15 MILE SOUTHEAST OF
 OD0356'MILEPOST A92-RP99, SET VERTICALLY IN THE SOUTHEAST FACE OF A 20-FOOT
 OD0356'HIGH ROCK CUT, 90 FEET NORTHEAST OF THE SOUTHWEST NATURAL END OF THE
 OD0356'CUT, 9.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.2 FEET ABOVE LEVEL OF
 OD0356'THE GROUND AND 1 FOOT ABOVE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0447 ***********************************************************************
 PG0447  DESIGNATION -  E 362
 PG0447  PID         -  PG0447
 PG0447  STATE/COUNTY-  NY/CLINTON
 PG0447  USGS QUAD   -  KEESEVILLE (1966)
 PG0447
 PG0447                         *CURRENT SURVEY CONTROL
 PG0447  ___________________________________________________________________
 PG0447* NAD 83(1986)-  44 36 59.     (N)    073 27 04.     (W)     SCALED    
 PG0447* NAVD 88     -        44.667  (meters)     146.54   (feet)  ADJUSTED  
 PG0447  ___________________________________________________________________
 PG0447  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PG0447  DYNAMIC HT  -          44.664 (meters)     146.54  (feet)  COMP
 PG0447  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 PG0447
 PG0447  VERT ORDER  -  FIRST     CLASS I
 PG0447
 PG0447.The horizontal coordinates were scaled from a topographic map and have
 PG0447.an estimated accuracy of +/- 6 seconds.
 PG0447
 PG0447.The orthometric height was determined by differential leveling
 PG0447.and adjusted by the National Geodetic Survey in June 1991..
 PG0447.WARNING-Repeat measurements at this control monument indicate possible
 PG0447.vertical movement.
 PG0447
 PG0447.The geoid height was determined by GEOID03.
 PG0447
 PG0447.The dynamic height is computed by dividing the NAVD 88
 PG0447.geopotential number by the normal gravity value computed on the
 PG0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0447.degrees latitude (g = 980.6199 gals.).
 PG0447
 PG0447.The modeled gravity was interpolated from observed gravity values.
 PG0447
 PG0447;                    North         East    Units  Estimated Accuracy
 PG0447;SPC NY E     -   642,780.      233,240.      MT  (+/- 180 meters Scaled)
 PG0447
 PG0447                          SUPERSEDED SURVEY CONTROL
 PG0447
 PG0447  NGVD 29 (??/??/??)   44.793  (m)          146.96   (f) ADJUSTED    1 1
 PG0447
 PG0447.Superseded values are not recommended for survey control.
 PG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0447.See file dsdata.txt to determine how the superseded data were derived.
 PG0447
 PG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ228415(NAD 83)
 PG0447_MARKER: DB = BENCH MARK DISK
 PG0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG0447_SP_SET: CULVERT
 PG0447_STAMPING: E 362 1955
 PG0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG0447
 PG0447  HISTORY     - Date     Condition        Report By
 PG0447  HISTORY     - 1955     MONUMENTED       CGS
 PG0447  HISTORY     - 1973     GOOD             NGS
 PG0447  HISTORY     - 1987     GOOD             USPSQD
 PG0447
 PG0447                          STATION DESCRIPTION
 PG0447
 PG0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0447'5.75 MI S FROM PLATTSBURGH.
 PG0447'ABOUT 5.75 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILWAY FROM THE
 PG0447'STATION AT PLATTSBURGH, ABOUT 0.6 MILE NORTH OF THE CROSSING WITH A
 PG0447'PAVED ROAD (ROCK STREET ROAD) ABOUT 0.2 MILE - 32 RAILS SOUTH OF
 PG0447'MILEPOST A 162- RP 29, AT AN ABANDONED FIELD ROAD CROSSING, 46.5 FEET
 PG0447'WEST OF THE WEST RAIL, 13 FEET NORTH OF CENTER LINE OF A GATE, 16.5
 PG0447'FEET NORTHWEST OF NORTH END OF AN 18 INCH CORRUGATED PIPE CULVERT
 PG0447'UNDER A PRIVATE ROAD, 17 FEET SOUTH OF THE TOP OF A 3 FOOT BOULDER, IN
 PG0447'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, 2 FEET SOUTH OF A
 PG0447'WOODEN WITNESS POST ABOUT 5.5 FEET BELOW THE LEVEL OF THE RAILS.
 PG0447
 PG0447                          STATION RECOVERY (1987)
 PG0447
 PG0447'RECOVERY NOTE BY US POWER SQUADRON 1987 (TPM)
 PG0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0496 ***********************************************************************
 PG0496  DESIGNATION -  E 363
 PG0496  PID         -  PG0496
 PG0496  STATE/COUNTY-  NY/CLINTON
 PG0496  USGS QUAD   -  BEEKMANTOWN (1966)
 PG0496
 PG0496                         *CURRENT SURVEY CONTROL
 PG0496  ___________________________________________________________________
 PG0496* NAD 83(1986)-  44 48 07.     (N)    073 29 23.     (W)     SCALED    
 PG0496* NAVD 88     -        68.081  (meters)     223.36   (feet)  ADJUSTED  
 PG0496  ___________________________________________________________________
 PG0496  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 PG0496  DYNAMIC HT  -          68.078 (meters)     223.35  (feet)  COMP
 PG0496  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 PG0496
 PG0496  VERT ORDER  -  FIRST     CLASS I
 PG0496
 PG0496.The horizontal coordinates were scaled from a topographic map and have
 PG0496.an estimated accuracy of +/- 6 seconds.
 PG0496
 PG0496.The orthometric height was determined by differential leveling
 PG0496.and adjusted by the National Geodetic Survey in June 1991..
 PG0496.WARNING-Repeat measurements at this control monument indicate possible
 PG0496.vertical movement.
 PG0496
 PG0496.The geoid height was determined by GEOID03.
 PG0496
 PG0496.The dynamic height is computed by dividing the NAVD 88
 PG0496.geopotential number by the normal gravity value computed on the
 PG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0496.degrees latitude (g = 980.6199 gals.).
 PG0496
 PG0496.The modeled gravity was interpolated from observed gravity values.
 PG0496
 PG0496;                    North         East    Units  Estimated Accuracy
 PG0496;SPC NY E     -   663,360.      229,920.      MT  (+/- 180 meters Scaled)
 PG0496
 PG0496                          SUPERSEDED SURVEY CONTROL
 PG0496
 PG0496  NGVD 29 (??/??/??)   68.243  (m)          223.89   (f) ADJUSTED    1 1
 PG0496
 PG0496.Superseded values are not recommended for survey control.
 PG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0496.See file dsdata.txt to determine how the superseded data were derived.
 PG0496
 PG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ194620(NAD 83)
 PG0496_MARKER: DB = BENCH MARK DISK
 PG0496_SETTING: 80 = SET IN A BOULDER
 PG0496_SP_SET: BOULDER
 PG0496_STAMPING: E 363 1955
 PG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0496+STABILITY: SURFACE MOTION
 PG0496
 PG0496  HISTORY     - Date     Condition        Report By
 PG0496  HISTORY     - 1955     MONUMENTED       CGS
 PG0496  HISTORY     - 1973     GOOD             NGS
 PG0496
 PG0496                          STATION DESCRIPTION
 PG0496
 PG0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0496'1.55 MI SE FROM WEST CHAZY.
 PG0496'ABOUT 1.55 MILES SOUTHEAST ALONG THE DELAWARE AND HUDSON RAILWAY FROM
 PG0496'THE CROSSING OF STATE HIGHWAY 348 AT WEST CHAZY, ABOUT 495 PACES NORTH
 PG0496'OF MILEPOST A 175-RP 16, 230 PACES SOUTH OF A T-FENCE LINE LEADING
 PG0496'WEST ALONG A ROW OF TREES, 88 YARDS SOUTH OF A GATE AT AN ABANDONED
 PG0496'ROAD CROSSING, 49.4 FEET EAST-SOUTHEAST OF A POWER POLE WITH NO
 PG0496'NUMBER, 19.8 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF A 4X4 FOOT
 PG0496'BOULDER IMBEDDED IN THE WEST SHOULDER OF THE RAILWAY GRADE PROJECTING
 PG0496'2 FEET AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1492 ***********************************************************************
 KU1492  DESIGNATION -  E 37
 KU1492  PID         -  KU1492
 KU1492  STATE/COUNTY-  NY/NASSAU
 KU1492  USGS QUAD   -  LYNBROOK (1969)
 KU1492
 KU1492                         *CURRENT SURVEY CONTROL
 KU1492  ___________________________________________________________________
 KU1492* NAD 83(1986)-  40 38 35.     (N)    073 39 34.     (W)     SCALED    
 KU1492* NAVD 88     -         3.784  (meters)      12.41   (feet)  ADJUSTED  
 KU1492  ___________________________________________________________________
 KU1492  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KU1492  DYNAMIC HT  -           3.782 (meters)      12.41  (feet)  COMP
 KU1492  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 KU1492
 KU1492  VERT ORDER  -  SECOND    CLASS 0
 KU1492
 KU1492.The horizontal coordinates were scaled from a topographic map and have
 KU1492.an estimated accuracy of +/- 6 seconds.
 KU1492
 KU1492.The orthometric height was determined by differential leveling
 KU1492.and adjusted by the National Geodetic Survey in June 1991..
 KU1492
 KU1492.The geoid height was determined by GEOID03.
 KU1492
 KU1492.The dynamic height is computed by dividing the NAVD 88
 KU1492.geopotential number by the normal gravity value computed on the
 KU1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1492.degrees latitude (g = 980.6199 gals.).
 KU1492
 KU1492.The modeled gravity was interpolated from observed gravity values.
 KU1492
 KU1492;                    North         East    Units  Estimated Accuracy
 KU1492;SPC NY L     -    52,960.      328,810.      MT  (+/- 180 meters Scaled)
 KU1492
 KU1492                          SUPERSEDED SURVEY CONTROL
 KU1492
 KU1492  NGVD 29 (??/??/92)    4.13   (m)           13.5    (f) COMPUTED    2 0
 KU1492
 KU1492.Superseded values are not recommended for survey control.
 KU1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1492.See file dsdata.txt to determine how the superseded data were derived.
 KU1492
 KU1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXK133999(NAD 83)
 KU1492_MARKER: DB = BENCH MARK DISK
 KU1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1492_SP_SET: BRICK WALL
 KU1492_STAMPING: 13.586 E 37 1932
 KU1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1492
 KU1492  HISTORY     - Date     Condition        Report By
 KU1492  HISTORY     - 1932     MONUMENTED       CGS
 KU1492  HISTORY     - 1965     GOOD             NGS
 KU1492  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KU1492  HISTORY     - 1990     GOOD             USPSQD
 KU1492
 KU1492                          STATION DESCRIPTION
 KU1492
 KU1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU1492'AT EAST ROCKAWAY.
 KU1492'AT EAST ROCKAWAY, NASSAU COUNTY, AT THE OLD POST OFFICE BUILDING,
 KU1492'IN THE NORTH FACE OF THE BRICK WALL FACEING DIVISION PLAZA,
 KU1492'AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 13.586
 KU1492'E 37 1932 AND SET VERICALLY.
 KU1492
 KU1492                          STATION RECOVERY (1965)
 KU1492
 KU1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KU1492'RECOVERED IN GOOD CONDITION.
 KU1492
 KU1492                          STATION RECOVERY (1990)
 KU1492
 KU1492'RECOVERY NOTE BY US POWER SQUADRON 1990 (DSB)
 KU1492'MARK NOT FOUND.
 KU1492
 KU1492                          STATION RECOVERY (1990)
 KU1492
 KU1492'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KU1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0233 ***********************************************************************
 KU0233  DESIGNATION -  E 371
 KU0233  PID         -  KU0233
 KU0233  STATE/COUNTY-  NY/SUFFOLK
 KU0233  USGS QUAD   -  EASTPORT (1956)
 KU0233
 KU0233                         *CURRENT SURVEY CONTROL
 KU0233  ___________________________________________________________________
 KU0233* NAD 83(1986)-  40 48 40.     (N)    072 38 48.     (W)     SCALED    
 KU0233* NAVD 88     -         4.889  (meters)      16.04   (feet)  ADJUSTED  
 KU0233  ___________________________________________________________________
 KU0233  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU0233  DYNAMIC HT  -           4.887 (meters)      16.03  (feet)  COMP
 KU0233  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 KU0233
 KU0233  VERT ORDER  -  SECOND    CLASS 0
 KU0233
 KU0233.The horizontal coordinates were scaled from a topographic map and have
 KU0233.an estimated accuracy of +/- 6 seconds.
 KU0233
 KU0233.The orthometric height was determined by differential leveling
 KU0233.and adjusted by the National Geodetic Survey in June 1991..
 KU0233
 KU0233.The geoid height was determined by GEOID03.
 KU0233
 KU0233.The dynamic height is computed by dividing the NAVD 88
 KU0233.geopotential number by the normal gravity value computed on the
 KU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0233.degrees latitude (g = 980.6199 gals.).
 KU0233
 KU0233.The modeled gravity was interpolated from observed gravity values.
 KU0233
 KU0233;                    North         East    Units  Estimated Accuracy
 KU0233;SPC NY L     -    72,450.      414,180.      MT  (+/- 180 meters Scaled)
 KU0233
 KU0233                          SUPERSEDED SURVEY CONTROL
 KU0233
 KU0233  NGVD 29 (??/??/92)    5.180  (m)           16.99   (f) ADJ UNCH    2 0
 KU0233
 KU0233.Superseded values are not recommended for survey control.
 KU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0233.See file dsdata.txt to determine how the superseded data were derived.
 KU0233
 KU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL984204(NAD 83)
 KU0233_MARKER: DB = BENCH MARK DISK
 KU0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0233_STAMPING: E 371 1956
 KU0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0233+STABILITY: SURFACE MOTION
 KU0233
 KU0233  HISTORY     - Date     Condition        Report By
 KU0233  HISTORY     - 1956     MONUMENTED       CGS
 KU0233  HISTORY     - 19950316 MARK NOT FOUND   USPSQD
 KU0233
 KU0233                          STATION DESCRIPTION
 KU0233
 KU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0233'1.6 MI S FROM WESTHAMPTON.
 KU0233'0.3 MILE EAST ALONG THE LONG ISLAND RAILROAD FROM THE RAILROAD
 KU0233'STATION AT WESTHAMPTON, THENCE 1.1 MILE SOUTH ALONG OAK STREET,
 KU0233'THENCE 0.2 MILE SOUTH ALONG POTUNK LANE, AT THE JUNCTION OF SOUTH
 KU0233'ROAD, IN LINE WITH PROLONGATION OF CENTERLINE OF SOUTH ROAD, 18
 KU0233'FEET NORTH OF CENTERLINE OF PRIVATE DRIVE, 18 FEET EAST OF
 KU0233'CENTERLINE OF POTUNK LANE, 3 FEET WEST OF WEST EDGE OF CONCRETE
 KU0233'SIDEWALK, 2 FEET NORTH OF POWER POLE NO. 21, IN LINE WITH ROW
 KU0233'OF POWER LINE POLES, SET IN TOP OF A CONCRETE POST PROJECTING
 KU0233'3 INCHES.
 KU0233
 KU0233                          STATION RECOVERY (1995)
 KU0233
 KU0233'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0123 ***********************************************************************
 KU0123  DESIGNATION -  E 372
 KU0123  PID         -  KU0123
 KU0123  STATE/COUNTY-  NY/SUFFOLK
 KU0123  USGS QUAD   -  EAST HAMPTON (1976)
 KU0123
 KU0123                         *CURRENT SURVEY CONTROL
 KU0123  ___________________________________________________________________
 KU0123* NAD 83(1986)-  40 59 13.     (N)    072 12 12.     (W)     SCALED    
 KU0123* NAVD 88     -        26.378  (meters)      86.54   (feet)  ADJUSTED  
 KU0123  ___________________________________________________________________
 KU0123  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KU0123  DYNAMIC HT  -          26.368 (meters)      86.51  (feet)  COMP
 KU0123  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 KU0123
 KU0123  VERT ORDER  -  SECOND    CLASS 0
 KU0123
 KU0123.The horizontal coordinates were scaled from a topographic map and have
 KU0123.an estimated accuracy of +/- 6 seconds.
 KU0123
 KU0123.The orthometric height was determined by differential leveling
 KU0123.and adjusted by the National Geodetic Survey in June 1991..
 KU0123
 KU0123.The geoid height was determined by GEOID03.
 KU0123
 KU0123.The dynamic height is computed by dividing the NAVD 88
 KU0123.geopotential number by the normal gravity value computed on the
 KU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0123.degrees latitude (g = 980.6199 gals.).
 KU0123
 KU0123.The modeled gravity was interpolated from observed gravity values.
 KU0123
 KU0123;                    North         East    Units  Estimated Accuracy
 KU0123;SPC NY L     -    92,640.      451,180.      MT  (+/- 180 meters Scaled)
 KU0123
 KU0123                          SUPERSEDED SURVEY CONTROL
 KU0123
 KU0123  NGVD 29 (??/??/92)   26.659  (m)           87.46   (f) ADJ UNCH    2 0
 KU0123
 KU0123.Superseded values are not recommended for survey control.
 KU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0123.See file dsdata.txt to determine how the superseded data were derived.
 KU0123
 KU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL352410(NAD 83)
 KU0123_MARKER: DB = BENCH MARK DISK
 KU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0123_STAMPING: E 372 1956
 KU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0123+STABILITY: SURFACE MOTION
 KU0123
 KU0123  HISTORY     - Date     Condition        Report By
 KU0123  HISTORY     - 1956     MONUMENTED       CGS
 KU0123  HISTORY     - 1990     GOOD             USPSQD
 KU0123  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 KU0123
 KU0123                          STATION DESCRIPTION
 KU0123
 KU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0123'5.5 MI NW FROM EAST HAMPTON.
 KU0123'0.6 MILE SOUTH ALONG STATE HIGHAWY 27 FROM THE POST OFFICE
 KU0123'AT EAST HAMPTON, THENCE 1.9 MILE WEST ALONG STATE HIGHWAY 114,
 KU0123'THENCE 0.9 MILE NORTH ALONG OIL ROAD, THENCE 1.1 MILE EAST ALONG
 KU0123'OIL ROAD, THENCE 1 MILE NORTH ALONG OIL ROAD, 140 FEET NORTH
 KU0123'OF A DIM TRAIL ROAD LEADING NORTHWEST, 25 FEET WEST OF CENTERLINE
 KU0123'OF ROAD, 20 FEET SOUTH SOUTHEAST OF A 14-INCH TREE, 2 FEET ABOVE
 KU0123'THE LEVEL OF THE ROAD, 2 FEET NORTH OF A WHITE WITNESS POST,
 KU0123'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 KU0123'BENCH MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT EAST
 KU0123'HAMPTON, BY GOING 0.6 MILE NORTH ALONG THREE MILE HARBOR ROAD,
 KU0123'THENCE 0.9 MILE WEST, AND 1.0 MILE NORTHWEST ALONG OILED ROADS.
 KU0123
 KU0123                          STATION RECOVERY (1990)
 KU0123
 KU0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEN)
 KU0123'RECOVERED IN GOOD CONDITION.
 KU0123
 KU0123                          STATION RECOVERY (2003)
 KU0123
 KU0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 KU0123'OIL ROAD HAS BEEN BLACKTOPPED AND RIGHT OF WAY HAS BEENWIDENED TO 30
 KU0123'FEET FROM CENTERLINE OF ROAD.  NAME OF ROAD IS HANDS CREEK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0378 ***********************************************************************
 KU0378  DESIGNATION -  E 373
 KU0378  PID         -  KU0378
 KU0378  STATE/COUNTY-  NY/SUFFOLK
 KU0378  USGS QUAD   -  MATTITUCK (1956)
 KU0378
 KU0378                         *CURRENT SURVEY CONTROL
 KU0378  ___________________________________________________________________
 KU0378* NAD 83(1986)-  40 59 27.     (N)    072 31 14.     (W)     SCALED    
 KU0378* NAVD 88     -         6.266  (meters)      20.56   (feet)  ADJUSTED  
 KU0378  ___________________________________________________________________
 KU0378  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KU0378  DYNAMIC HT  -           6.263 (meters)      20.55  (feet)  COMP
 KU0378  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 KU0378
 KU0378  VERT ORDER  -  SECOND    CLASS 0
 KU0378
 KU0378.The horizontal coordinates were scaled from a topographic map and have
 KU0378.an estimated accuracy of +/- 6 seconds.
 KU0378
 KU0378.The orthometric height was determined by differential leveling
 KU0378.and adjusted by the National Geodetic Survey in June 1991..
 KU0378
 KU0378.The geoid height was determined by GEOID03.
 KU0378
 KU0378.The dynamic height is computed by dividing the NAVD 88
 KU0378.geopotential number by the normal gravity value computed on the
 KU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0378.degrees latitude (g = 980.6199 gals.).
 KU0378
 KU0378.The modeled gravity was interpolated from observed gravity values.
 KU0378
 KU0378;                    North         East    Units  Estimated Accuracy
 KU0378;SPC NY L     -    92,570.      424,480.      MT  (+/- 180 meters Scaled)
 KU0378
 KU0378                          SUPERSEDED SURVEY CONTROL
 KU0378
 KU0378  NGVD 29 (??/??/92)    6.553  (m)           21.50   (f) ADJ UNCH    2 0
 KU0378
 KU0378.Superseded values are not recommended for survey control.
 KU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0378.See file dsdata.txt to determine how the superseded data were derived.
 KU0378
 KU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL085407(NAD 83)
 KU0378_MARKER: DB = BENCH MARK DISK
 KU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0378_STAMPING: E 373 1956
 KU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0378+STABILITY: SURFACE MOTION
 KU0378
 KU0378  HISTORY     - Date     Condition        Report By
 KU0378  HISTORY     - 1956     MONUMENTED       CGS
 KU0378  HISTORY     - 19960312 GOOD             USPSQD
 KU0378
 KU0378                          STATION DESCRIPTION
 KU0378
 KU0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0378'1.1 MI SE FROM MATTITUCK.
 KU0378'0.05 MILE SOUTH ALONG LOVE LANE FROM THE POST OFFICE AT MATTITUCK,
 KU0378'THENCE 0.35 MILE EAST ALONG STATE HIGHWAY NO. 25, THENCE 0.2
 KU0378'MILE SOUTH ALONG REEVE AVENUE, THENCE 0.4 MILE EAST ALONG OIL
 KU0378'ROAD, THENCE 0.1 MILE SOUTH ALONG OIL ROAD LEADING TO AIR PORT,
 KU0378'AT THE MATTITUCK AIR PORT, 164 FEET SOUTH OF THE SOUTHEAST
 KU0378'CORNER OF OFFICE BUILDING, 110 FEET NORTH OF THE END OF DEAD
 KU0378'END ROAD LEADING TO AIR PORT, 31 FEET WEST OF THE CENTERLINE
 KU0378'OF ROAD, 1.3 FEET WEST OF WIRE FENCE, 2 FEET SOUTH OF A
 KU0378'WITNESS POST, SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU0378
 KU0378                          STATION RECOVERY (1996)
 KU0378
 KU0378'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0184 ***********************************************************************
 KU0184  DESIGNATION -  E 374
 KU0184  PID         -  KU0184
 KU0184  STATE/COUNTY-  NY/SUFFOLK
 KU0184  USGS QUAD   -  MORICHES (1967)
 KU0184
 KU0184                         *CURRENT SURVEY CONTROL
 KU0184  ___________________________________________________________________
 KU0184* NAD 83(1986)-  40 48 48.     (N)    072 51 41.     (W)     SCALED    
 KU0184* NAVD 88     -        18.087  (meters)      59.34   (feet)  ADJUSTED  
 KU0184  ___________________________________________________________________
 KU0184  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KU0184  DYNAMIC HT  -          18.080 (meters)      59.32  (feet)  COMP
 KU0184  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 KU0184
 KU0184  VERT ORDER  -  SECOND    CLASS 0
 KU0184
 KU0184.This mark is at Brookhaven Airport (HWV)
 KU0184
 KU0184.The horizontal coordinates were scaled from a topographic map and have
 KU0184.an estimated accuracy of +/- 6 seconds.
 KU0184
 KU0184.The orthometric height was determined by differential leveling
 KU0184.and adjusted by the National Geodetic Survey in June 1991..
 KU0184
 KU0184.The geoid height was determined by GEOID03.
 KU0184
 KU0184.The dynamic height is computed by dividing the NAVD 88
 KU0184.geopotential number by the normal gravity value computed on the
 KU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0184.degrees latitude (g = 980.6199 gals.).
 KU0184
 KU0184.The modeled gravity was interpolated from observed gravity values.
 KU0184
 KU0184;                    North         East    Units  Estimated Accuracy
 KU0184;SPC NY L     -    72,430.      396,060.      MT  (+/- 180 meters Scaled)
 KU0184
 KU0184                          SUPERSEDED SURVEY CONTROL
 KU0184
 KU0184  NGVD 29 (??/??/92)   18.407  (m)           60.39   (f) ADJ UNCH    2 0
 KU0184
 KU0184.Superseded values are not recommended for survey control.
 KU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0184.See file dsdata.txt to determine how the superseded data were derived.
 KU0184
 KU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL803202(NAD 83)
 KU0184_MARKER: DB = BENCH MARK DISK
 KU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0184_STAMPING: E 374 1956
 KU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0184+STABILITY: SURFACE MOTION
 KU0184
 KU0184  HISTORY     - Date     Condition        Report By
 KU0184  HISTORY     - 1956     MONUMENTED       CGS
 KU0184
 KU0184                          STATION DESCRIPTION
 KU0184
 KU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0184'2.2 MI NW FROM MASTIC.
 KU0184'1.1 MILE WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0184'AT MASTIC, THENCE 0.2 MILE NORTH ALONG VAN BUREN STREET, THENCE
 KU0184'0.05 MILE EAST ALONG STATE HIGHWAY NO. 27, THENCE 0.8 MILE
 KU0184'NORTHWEST ALONG PARK AVENUE, AT MASTIC AIR PORT, AT THE OFFICE
 KU0184'BUILDING AND AT THE SOUTHWEST SIDE OF BUILDING, 32 FEET NORTHEAST
 KU0184'OF THE CENTERLINE OF PARK AVENUE, 3.8 FEET WEST OF THE SOUTH
 KU0184'CORNER OF BUILDING, 2.2 FEET SOUTHWEST OF THE SOUTHWEST SIDE
 KU0184'OF BUILDING, 11 FEET SOUTHEAST OF POWER POLE NO. 4825, 1.7 FEET
 KU0184'SOUTHEAST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST
 KU0184'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0197 ***********************************************************************
 KU0197  DESIGNATION -  E 375
 KU0197  PID         -  KU0197
 KU0197  STATE/COUNTY-  NY/SUFFOLK
 KU0197  USGS QUAD   -  SAYVILLE (1976)
 KU0197
 KU0197                         *CURRENT SURVEY CONTROL
 KU0197  ___________________________________________________________________
 KU0197* NAD 83(1986)-  40 39 48.     (N)    073 04 26.     (W)     SCALED    
 KU0197* NAVD 88     -         4.019  (meters)      13.19   (feet)  ADJUSTED  
 KU0197  ___________________________________________________________________
 KU0197  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU0197  DYNAMIC HT  -           4.017 (meters)      13.18  (feet)  COMP
 KU0197  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 KU0197
 KU0197  VERT ORDER  -  SECOND    CLASS 0
 KU0197
 KU0197.The horizontal coordinates were scaled from a topographic map and have
 KU0197.an estimated accuracy of +/- 6 seconds.
 KU0197
 KU0197.The orthometric height was determined by differential leveling
 KU0197.and adjusted by the National Geodetic Survey in June 1991..
 KU0197
 KU0197.The geoid height was determined by GEOID03.
 KU0197
 KU0197.The dynamic height is computed by dividing the NAVD 88
 KU0197.geopotential number by the normal gravity value computed on the
 KU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0197.degrees latitude (g = 980.6199 gals.).
 KU0197
 KU0197.The modeled gravity was interpolated from observed gravity values.
 KU0197
 KU0197;                    North         East    Units  Estimated Accuracy
 KU0197;SPC NY L     -    55,570.      378,310.      MT  (+/- 180 meters Scaled)
 KU0197
 KU0197                          SUPERSEDED SURVEY CONTROL
 KU0197
 KU0197  NGVD 29 (??/??/92)    4.35   (m)           14.3    (f) COMPUTED    2 0
 KU0197
 KU0197.Superseded values are not recommended for survey control.
 KU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0197.See file dsdata.txt to determine how the superseded data were derived.
 KU0197
 KU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL628031(NAD 83)
 KU0197_MARKER: DB = BENCH MARK DISK
 KU0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0197_SP_SET: FOUNDATION
 KU0197_STAMPING: E 375 1956
 KU0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0197
 KU0197  HISTORY     - Date     Condition        Report By
 KU0197  HISTORY     - 1956     MONUMENTED       CGS
 KU0197
 KU0197                          STATION DESCRIPTION
 KU0197
 KU0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0197'4.2 MI W FROM DAVIS PARK.
 KU0197'1 MILE WEST ALONG DUNE ROAD FROM THE POST OFFICE AT DAVIS PARK,
 KU0197'THENCE 2.15 MILE WEST ALONG THE BEACH TO WHERE DUNE ROAD GOES
 KU0197'IN LAND, THENCE 1 MILE WEST ALONG DUNE ROAD, SET IN THE CONCRETE
 KU0197'FOUNDATION OF THE OLD LONE HILL COAST GUARD STATION, AT THE
 KU0197'NORTHWEST CORNER OF BUILDING IN THE WEST SIDE, 2.8 FEET ABOVE
 KU0197'THE LEVEL OF THE GROUND, 8 INCHES SOUTH OF THE NORTHWEST CORNER
 KU0197'OF THE BUILDING, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0768 ***********************************************************************
 KU0768  DESIGNATION -  E 376
 KU0768  PID         -  KU0768
 KU0768  STATE/COUNTY-  NY/SUFFOLK
 KU0768  USGS QUAD   -  PATCHOGUE (1967)
 KU0768
 KU0768                         *CURRENT SURVEY CONTROL
 KU0768  ___________________________________________________________________
 KU0768* NAD 83(1986)-  40 45 20.     (N)    073 03 10.     (W)     SCALED    
 KU0768* NAVD 88     -        10.589  (meters)      34.74   (feet)  ADJUSTED  
 KU0768  ___________________________________________________________________
 KU0768  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KU0768  DYNAMIC HT  -          10.585 (meters)      34.73  (feet)  COMP
 KU0768  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 KU0768
 KU0768  VERT ORDER  -  SECOND    CLASS 0
 KU0768
 KU0768.The horizontal coordinates were scaled from a topographic map and have
 KU0768.an estimated accuracy of +/- 6 seconds.
 KU0768
 KU0768.The orthometric height was determined by differential leveling
 KU0768.and adjusted by the National Geodetic Survey in June 1991..
 KU0768
 KU0768.The geoid height was determined by GEOID03.
 KU0768
 KU0768.The dynamic height is computed by dividing the NAVD 88
 KU0768.geopotential number by the normal gravity value computed on the
 KU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0768.degrees latitude (g = 980.6199 gals.).
 KU0768
 KU0768.The modeled gravity was interpolated from observed gravity values.
 KU0768
 KU0768;                    North         East    Units  Estimated Accuracy
 KU0768;SPC NY L     -    65,830.      379,990.      MT  (+/- 180 meters Scaled)
 KU0768
 KU0768                          SUPERSEDED SURVEY CONTROL
 KU0768
 KU0768  NGVD 29 (??/??/92)   10.910  (m)           35.79   (f) ADJ UNCH    2 0
 KU0768
 KU0768.Superseded values are not recommended for survey control.
 KU0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0768.See file dsdata.txt to determine how the superseded data were derived.
 KU0768
 KU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL643134(NAD 83)
 KU0768_MARKER: DB = BENCH MARK DISK
 KU0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0768_STAMPING: E 376 1956
 KU0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0768+STABILITY: SURFACE MOTION
 KU0768
 KU0768  HISTORY     - Date     Condition        Report By
 KU0768  HISTORY     - 1956     MONUMENTED       CGS
 KU0768  HISTORY     - 1985     GOOD             USPSQD
 KU0768  HISTORY     - 19950130 MARK NOT FOUND   USPSQD
 KU0768  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0768
 KU0768                          STATION DESCRIPTION
 KU0768
 KU0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0768'0.6 MI N FROM BAY PORT.
 KU0768'0.05 MILE NORTH ALONG SNEDECOR AVENUE FROM THE LONG
 KU0768'ISLAND RAILROAD STATION AT BAY PORT, THENCE 0.5 MILE NORTH ALONG
 KU0768'SECOND AVENUE, AT THE DAVIS AND EDWARDS AIRPORT, 65 PACES NORTH OF
 KU0768'THE CONTROL TOWER, 4.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 KU0768'MOST NORTHERN ONE OF THREE HANGERS, 4.7 FEET NORTH OF THE NORTH SIDE
 KU0768'OF HANGER, SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES, 2
 KU0768'FEET SOUTH OF A WITNESS POST.
 KU0768
 KU0768                          STATION RECOVERY (1985)
 KU0768
 KU0768'RECOVERY NOTE BY US POWER SQUADRON 1985 (TOC)
 KU0768'RECOVERED IN GOOD CONDITION.
 KU0768
 KU0768                          STATION RECOVERY (1995)
 KU0768
 KU0768'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0768'MARK NOT FOUND.
 KU0768
 KU0768                          STATION RECOVERY (1995)
 KU0768
 KU0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0768'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0640 ***********************************************************************
 KU0640  DESIGNATION -  E 378
 KU0640  PID         -  KU0640
 KU0640  STATE/COUNTY-  NY/SUFFOLK
 KU0640  USGS QUAD   -  AMITYVILLE (1979)
 KU0640
 KU0640                         *CURRENT SURVEY CONTROL
 KU0640  ___________________________________________________________________
 KU0640* NAD 83(1986)-  40 42 43.     (N)    073 24 04.     (W)     SCALED    
 KU0640* NAVD 88     -        15.952  (meters)      52.34   (feet)  ADJUSTED  
 KU0640  ___________________________________________________________________
 KU0640  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KU0640  DYNAMIC HT  -          15.946 (meters)      52.32  (feet)  COMP
 KU0640  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 KU0640
 KU0640  VERT ORDER  -  SECOND    CLASS 0
 KU0640
 KU0640.The horizontal coordinates were scaled from a topographic map and have
 KU0640.an estimated accuracy of +/- 6 seconds.
 KU0640
 KU0640.The orthometric height was determined by differential leveling
 KU0640.and adjusted by the National Geodetic Survey in June 1991..
 KU0640
 KU0640.The geoid height was determined by GEOID03.
 KU0640
 KU0640.The dynamic height is computed by dividing the NAVD 88
 KU0640.geopotential number by the normal gravity value computed on the
 KU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0640.degrees latitude (g = 980.6199 gals.).
 KU0640
 KU0640.The modeled gravity was interpolated from observed gravity values.
 KU0640
 KU0640;                    North         East    Units  Estimated Accuracy
 KU0640;SPC NY L     -    60,720.      350,610.      MT  (+/- 180 meters Scaled)
 KU0640
 KU0640                          SUPERSEDED SURVEY CONTROL
 KU0640
 KU0640  NGVD 29 (??/??/92)   16.321  (m)           53.55   (f) ADJ UNCH    2 0
 KU0640
 KU0640.Superseded values are not recommended for survey control.
 KU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0640.See file dsdata.txt to determine how the superseded data were derived.
 KU0640
 KU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL350080(NAD 83)
 KU0640_MARKER: DB = BENCH MARK DISK
 KU0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0640_STAMPING: E 378 1956
 KU0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0640+STABILITY: SURFACE MOTION
 KU0640
 KU0640  HISTORY     - Date     Condition        Report By
 KU0640  HISTORY     - 1956     MONUMENTED       CGS
 KU0640  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KU0640
 KU0640                          STATION DESCRIPTION
 KU0640
 KU0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU0640'AT-ZAHNS AIRPORT.
 KU0640'AT ZAHNS AIRPORT, SUFFOLK COUNTY, 49.7 FEET NORTH OF THE NORTHEAST
 KU0640'CORNER OF THE OPERATION OFFICE BUILDING, 18.4 FEET NORTH OF THE
 KU0640'FLAGPOLE, AND 1.2 FEET NORTH OF THE NORTHEAST CORNER POST OF AN
 KU0640'IRON-PIPE FENCE.  A STANDARD DISK, STAMPED E 378 1956 AND SET IN
 KU0640'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KU0640
 KU0640                          STATION RECOVERY (1985)
 KU0640
 KU0640'RECOVERY NOTE BY US POWER SQUADRON 1985
 KU0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1194 ***********************************************************************
 PG1194  DESIGNATION -  E 379
 PG1194  PID         -  PG1194
 PG1194  STATE/COUNTY-  NY/CLINTON
 PG1194  USGS QUAD   -  LYON MOUNTAIN (1968)
 PG1194
 PG1194                         *CURRENT SURVEY CONTROL
 PG1194  ___________________________________________________________________
 PG1194* NAD 83(1986)-  44 43 02.     (N)    073 54 51.     (W)     SCALED    
 PG1194* NAVD 88     -       584.668  (meters)    1918.20   (feet)  ADJUSTED  
 PG1194  ___________________________________________________________________
 PG1194  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PG1194  DYNAMIC HT  -         584.605 (meters)    1917.99  (feet)  COMP
 PG1194  MODELED GRAV-     980,489.0   (mgal)                       NAVD 88
 PG1194
 PG1194  VERT ORDER  -  SECOND    CLASS 0
 PG1194
 PG1194.The horizontal coordinates were scaled from a topographic map and have
 PG1194.an estimated accuracy of +/- 6 seconds.
 PG1194
 PG1194.The orthometric height was determined by differential leveling
 PG1194.and adjusted by the National Geodetic Survey in June 1991..
 PG1194
 PG1194.The geoid height was determined by GEOID03.
 PG1194
 PG1194.The dynamic height is computed by dividing the NAVD 88
 PG1194.geopotential number by the normal gravity value computed on the
 PG1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1194.degrees latitude (g = 980.6199 gals.).
 PG1194
 PG1194.The modeled gravity was interpolated from observed gravity values.
 PG1194
 PG1194;                    North         East    Units  Estimated Accuracy
 PG1194;SPC NY E     -   653,620.      196,410.      MT  (+/- 180 meters Scaled)
 PG1194
 PG1194                          SUPERSEDED SURVEY CONTROL
 PG1194
 PG1194  NGVD 29 (??/??/??)  584.715  (m)         1918.35   (f) ADJUSTED    2 0
 PG1194
 PG1194.Superseded values are not recommended for survey control.
 PG1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1194.See file dsdata.txt to determine how the superseded data were derived.
 PG1194
 PG1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ860521(NAD 83)
 PG1194_MARKER: DB = BENCH MARK DISK
 PG1194_SETTING: 80 = SET IN A BOULDER
 PG1194_SP_SET: BOULDER
 PG1194_STAMPING: E 379 1961
 PG1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG1194+STABILITY: SURFACE MOTION
 PG1194
 PG1194  HISTORY     - Date     Condition        Report By
 PG1194  HISTORY     - 1961     MONUMENTED       CGS
 PG1194
 PG1194                          STATION DESCRIPTION
 PG1194
 PG1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG1194'0.75 MI S FROM LYON MOUNTAIN.
 PG1194'ABOUT 0.75 MILE SOUTHERLY ALONG BLACKTOP ROAD FROM THE RAIL ROAD
 PG1194'STATION IN LYON MOUNTAIN, 43 FEET WEST OF THE CENTERLINE OF THE ROAD,
 PG1194'90 FEET SOUTH OF POWER POLE E4 L1370, 1 FOOT WEST OF THE EAST EDGE OF
 PG1194'A 4 FT. X 4 FT. BOULDER PROJECTING ABOUT 5 INCHES, 1.9 FEET WEST OF A
 PG1194'STANDARD METAL WETNESS POST, 4 FEET BELOW THE LEVEL OF THE ROAD,
 PG1194'(ABOVE MENTIONED RAILROAD-- DELAWARE AND HUDSON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0187 ***********************************************************************
 KU0187  DESIGNATION -  E 38
 KU0187  PID         -  KU0187
 KU0187  STATE/COUNTY-  NY/SUFFOLK
 KU0187  USGS QUAD   -  BELLPORT (1967)
 KU0187
 KU0187                         *CURRENT SURVEY CONTROL
 KU0187  ___________________________________________________________________
 KU0187* NAD 83(1986)-  40 47 49.     (N)    072 52 55.     (W)     SCALED    
 KU0187* NAVD 88     -         6.681  (meters)      21.92   (feet)  ADJUSTED  
 KU0187  ___________________________________________________________________
 KU0187  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU0187  DYNAMIC HT  -           6.679 (meters)      21.91  (feet)  COMP
 KU0187  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 KU0187
 KU0187  VERT ORDER  -  SECOND    CLASS 0
 KU0187
 KU0187.The horizontal coordinates were scaled from a topographic map and have
 KU0187.an estimated accuracy of +/- 6 seconds.
 KU0187
 KU0187.The orthometric height was determined by differential leveling
 KU0187.and adjusted by the National Geodetic Survey in June 1991..
 KU0187
 KU0187.The geoid height was determined by GEOID03.
 KU0187
 KU0187.The dynamic height is computed by dividing the NAVD 88
 KU0187.geopotential number by the normal gravity value computed on the
 KU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0187.degrees latitude (g = 980.6199 gals.).
 KU0187
 KU0187.The modeled gravity was interpolated from observed gravity values.
 KU0187
 KU0187;                    North         East    Units  Estimated Accuracy
 KU0187;SPC NY L     -    70,590.      394,350.      MT  (+/- 180 meters Scaled)
 KU0187
 KU0187                          SUPERSEDED SURVEY CONTROL
 KU0187
 KU0187  NGVD 29 (??/??/92)    7.00   (m)           23.0    (f) COMPUTED    2 0
 KU0187
 KU0187.Superseded values are not recommended for survey control.
 KU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0187.See file dsdata.txt to determine how the superseded data were derived.
 KU0187
 KU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL786183(NAD 83)
 KU0187_MARKER: DB = BENCH MARK DISK
 KU0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0187_SP_SET: COPING
 KU0187_STAMPING: 22.979 E 38 1932
 KU0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0187
 KU0187  HISTORY     - Date     Condition        Report By
 KU0187  HISTORY     - 1932     MONUMENTED       CGS
 KU0187  HISTORY     - 1950     GOOD             NGS
 KU0187
 KU0187                          STATION DESCRIPTION
 KU0187
 KU0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0187'2 MI W FROM MASTIC.
 KU0187'2.0 MILES WEST ALONG THE LONG ISLAND RAILROAD FROM THE STATION
 KU0187'AT MASTIC, SUFFOLK COUNTY, 0.4 MILE WEST OF MILEPOST 61, 20
 KU0187'FEET WEST OF POLE 60/23, AT THE RAILROAD BRIDGE OVER CARMANS
 KU0187'RIVER, IN THE TOP OF THE EAST END OF THE NORTH COPING, 22 FEET
 KU0187'NORTH OF THE NORTH RAIL, AND 2.2 FEET ABOVE THE GROUND.  A
 KU0187'STANDARD DISK, STAMPED 22.979 E 38 1932.
 KU0187
 KU0187                          STATION RECOVERY (1950)
 KU0187
 KU0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KU0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0992 ***********************************************************************
 PG0992  DESIGNATION -  E 380
 PG0992  PID         -  PG0992
 PG0992  STATE/COUNTY-  NY/ESSEX
 PG0992  USGS QUAD   -  
 PG0992
 PG0992                         *CURRENT SURVEY CONTROL
 PG0992  ___________________________________________________________________
 PG0992* NAD 83(1986)-  44 14 21.     (N)    073 34 12.     (W)     SCALED    
 PG0992* NAVD 88     -       179.339  (meters)     588.38   (feet)  ADJUSTED  
 PG0992  ___________________________________________________________________
 PG0992  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 PG0992  DYNAMIC HT  -         179.312 (meters)     588.29  (feet)  COMP
 PG0992  MODELED GRAV-     980,464.9   (mgal)                       NAVD 88
 PG0992
 PG0992  VERT ORDER  -  SECOND    CLASS 0
 PG0992
 PG0992.The horizontal coordinates were scaled from a topographic map and have
 PG0992.an estimated accuracy of +/- 6 seconds.
 PG0992
 PG0992.The orthometric height was determined by differential leveling
 PG0992.and adjusted by the National Geodetic Survey in June 1991..
 PG0992
 PG0992.The geoid height was determined by GEOID03.
 PG0992
 PG0992.The dynamic height is computed by dividing the NAVD 88
 PG0992.geopotential number by the normal gravity value computed on the
 PG0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0992.degrees latitude (g = 980.6199 gals.).
 PG0992
 PG0992.The modeled gravity was interpolated from observed gravity values.
 PG0992
 PG0992;                    North         East    Units  Estimated Accuracy
 PG0992;SPC NY E     -   600,760.      224,280.      MT  (+/- 180 meters Scaled)
 PG0992
 PG0992                          SUPERSEDED SURVEY CONTROL
 PG0992
 PG0992  NGVD 29 (??/??/??)  179.472  (m)          588.82   (f) ADJUSTED    2 0
 PG0992
 PG0992.Superseded values are not recommended for survey control.
 PG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0992.See file dsdata.txt to determine how the superseded data were derived.
 PG0992
 PG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP141994(NAD 83)
 PG0992_MARKER: DB = BENCH MARK DISK
 PG0992_SETTING: 66 = SET IN ROCK OUTCROP
 PG0992_SP_SET: BED ROCK
 PG0992_STAMPING: E 380 1961
 PG0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0992+STABILITY: POSITION/ELEVATION WELL
 PG0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PG0992+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2005
 PG0992
 PG0992  HISTORY     - Date     Condition        Report By
 PG0992  HISTORY     - 1961     MONUMENTED       CGS
 PG0992  HISTORY     - 20030624 GOOD             NYDT
 PG0992  HISTORY     - 20051007 GOOD             NYDT
 PG0992
 PG0992                          STATION DESCRIPTION
 PG0992
 PG0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0992'1.55 MI N FROM ELIZABETHTOWN.
 PG0992'ABOUT 1.55 MILES NORTH ALONG US HIGHWAY 9 FROM THE ADIRONDACK CENTER
 PG0992'IN ELIZABETHTOWN ON LEFT.  ABOUT 60 1/2 FEET WEST OF THE CENTERLINE OF
 PG0992'US HIGHWAY 9, ABOUT 20 1/2 FEET SOUTH OF A 14 INCH WALNUT TREE, ABOUT
 PG0992'10 1/2 FEET EAST OF FENCELINE, ABOUT 12 1/2 FEET SOUTHWEST OF A STEEL
 PG0992'WITNESS POST WITH SIGN AND SET IN A DRILLHOLE IN OUTCROPPING BEDROCK
 PG0992'ABOUT LEVEL WITH US HIGHWAY 9.
 PG0992
 PG0992                          STATION RECOVERY (2003)
 PG0992
 PG0992'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 PG0992'HANDHELD GPS N44 14 21 W073 34 16
 PG0992
 PG0992                          STATION RECOVERY (2005)
 PG0992
 PG0992'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 PG0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0911 ***********************************************************************
 PG0911  DESIGNATION -  E 381
 PG0911  PID         -  PG0911
 PG0911  STATE/COUNTY-  NY/ESSEX
 PG0911  USGS QUAD   -  
 PG0911
 PG0911                         *CURRENT SURVEY CONTROL
 PG0911  ___________________________________________________________________
 PG0911* NAD 83(1986)-  44 25 45.     (N)    073 40 48.     (W)     SCALED    
 PG0911* NAVD 88     -       173.897  (meters)     570.53   (feet)  ADJUSTED  
 PG0911  ___________________________________________________________________
 PG0911  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 PG0911  DYNAMIC HT  -         173.877 (meters)     570.46  (feet)  COMP
 PG0911  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 PG0911
 PG0911  VERT ORDER  -  SECOND    CLASS 0
 PG0911
 PG0911.The horizontal coordinates were scaled from a topographic map and have
 PG0911.an estimated accuracy of +/- 6 seconds.
 PG0911
 PG0911.The orthometric height was determined by differential leveling
 PG0911.and adjusted by the National Geodetic Survey in June 1991..
 PG0911
 PG0911.The geoid height was determined by GEOID03.
 PG0911
 PG0911.The dynamic height is computed by dividing the NAVD 88
 PG0911.geopotential number by the normal gravity value computed on the
 PG0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0911.degrees latitude (g = 980.6199 gals.).
 PG0911
 PG0911.The modeled gravity was interpolated from observed gravity values.
 PG0911
 PG0911;                    North         East    Units  Estimated Accuracy
 PG0911;SPC NY E     -   621,770.      215,290.      MT  (+/- 180 meters Scaled)
 PG0911
 PG0911                          SUPERSEDED SURVEY CONTROL
 PG0911
 PG0911  NGVD 29 (??/??/??)  174.012  (m)          570.90   (f) ADJUSTED    2 0
 PG0911
 PG0911.Superseded values are not recommended for survey control.
 PG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0911.See file dsdata.txt to determine how the superseded data were derived.
 PG0911
 PG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ050203(NAD 83)
 PG0911_MARKER: DB = BENCH MARK DISK
 PG0911_SETTING: 66 = SET IN ROCK OUTCROP
 PG0911_SP_SET: BED ROCK
 PG0911_STAMPING: E 381 1961
 PG0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0911+STABILITY: POSITION/ELEVATION WELL
 PG0911
 PG0911  HISTORY     - Date     Condition        Report By
 PG0911  HISTORY     - 1961     MONUMENTED       CGS
 PG0911
 PG0911                          STATION DESCRIPTION
 PG0911
 PG0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 PG0911'1.0 MI SW FROM AUSABLE FORKS.
 PG0911'ABOUT 1.0 MILE SOUTHWEST ALONG US HIGHWAY 9N FROM THE POST OFFICE IN
 PG0911'AUSABLE FORKS ON THE RIGHT.  ABOUT 23 1/2 FEET WEST OF THE CENTERLINE
 PG0911'OF US HIGHWAY 9N, ABOUT 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 PG0911'CARNES GRANITE COMPANY INC. WAREHOUSE, ABOUT 4 FEET EAST OF A STEEL
 PG0911'WITNESS POST WITH SIGN AND SET IN A DRILLHOLE IN OUTCROPPING BEDROCK
 PG0911'ABOUT 3 FEET ABOVE THE LEVEL OF US HIGHWAY 9N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0893 ***********************************************************************
 KU0893  DESIGNATION -  E 384
 KU0893  PID         -  KU0893
 KU0893  STATE/COUNTY-  NY/NEW YORK
 KU0893  USGS QUAD   -  CENTRAL PARK (1979)
 KU0893
 KU0893                         *CURRENT SURVEY CONTROL
 KU0893  ___________________________________________________________________
 KU0893* NAD 83(1986)-  40 49 59.     (N)    073 56 59.     (W)     SCALED    
 KU0893* NAVD 88     -         4.621  (meters)      15.16   (feet)  ADJUSTED  
 KU0893  ___________________________________________________________________
 KU0893  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU0893  DYNAMIC HT  -           4.620 (meters)      15.16  (feet)  COMP
 KU0893  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 KU0893
 KU0893  VERT ORDER  -  FIRST     CLASS I
 KU0893
 KU0893.The horizontal coordinates were scaled from a topographic map and have
 KU0893.an estimated accuracy of +/- 6 seconds.
 KU0893
 KU0893.The orthometric height was determined by differential leveling
 KU0893.and adjusted by the National Geodetic Survey in June 1991..
 KU0893
 KU0893.The geoid height was determined by GEOID03.
 KU0893
 KU0893.The dynamic height is computed by dividing the NAVD 88
 KU0893.geopotential number by the normal gravity value computed on the
 KU0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0893.degrees latitude (g = 980.6199 gals.).
 KU0893
 KU0893.The modeled gravity was interpolated from observed gravity values.
 KU0893
 KU0893;                    North         East    Units  Estimated Accuracy
 KU0893;SPC NY E     -   222,160.      196,410.      MT  (+/- 180 meters Scaled)
 KU0893
 KU0893                          SUPERSEDED SURVEY CONTROL
 KU0893
 KU0893  NGVD 29 (??/??/92)    4.95   (m)           16.2    (f) COMPUTED    1 1
 KU0893
 KU0893.Superseded values are not recommended for survey control.
 KU0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0893.See file dsdata.txt to determine how the superseded data were derived.
 KU0893
 KU0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL885207(NAD 83)
 KU0893_MARKER: DB = BENCH MARK DISK
 KU0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0893_SP_SET: ABUTMENT
 KU0893_STAMPING: E 384 1965
 KU0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0893+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 KU0893
 KU0893  HISTORY     - Date     Condition        Report By
 KU0893  HISTORY     - 1965     MONUMENTED       CGS
 KU0893  HISTORY     - 20060207 GOOD             GEOCAC
 KU0893
 KU0893                          STATION DESCRIPTION
 KU0893
 KU0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KU0893'AT NEW YORK.
 KU0893'AT NEW YORK, IN THE BOROUGH OF MANHATTAN, ABOUT 1.1 MILES
 KU0893'SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ITS UNDERPASS
 KU0893'UNDER THE GEORGE WASHINGTON BRIDGE OVER THE HUDSON RIVER, 320
 KU0893'FEET SOUTH OF THE EXTENDED CENTER LINE OF THE WEST 155TH STREET
 KU0893'FOOTBRIDGE OVER THE TRACK, SET VERTICALLY IN THE WEST CONCRETE
 KU0893'FACE OF THE SOUTH CONCRETE ABUTMENT OF THE HENRY HUDSON PARKWAY
 KU0893'OVER STREET, 21.8 FEET EAST OF THE EAST CURB OF STREET WEST OF
 KU0893'THE PARKWAY, 3 FEET SOUTH OF THE NORTHWEST CORNER OF THE ABUTMENT,
 KU0893'246 FEET SOUTHWEST OF TIDAL 6 DESCRIBED, 43 YARDS WEST OF THE
 KU0893'WEST RAIL AND 2.7 FEET ABOVE THE LEVEL OF THE GROUND.
 KU0893
 KU0893                          STATION RECOVERY (2006)
 KU0893
 KU0893'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU0893'THE STATION WAS RECOVERD IN GOOD CONDITION AS DESCRIBED.
 KU0893' 
 KU0893'THE MARK WAS ACCESSED FROM THE RIVERSIDE PARK SIDE.  A THIN LAYER OF
 KU0893'PAINT COVERS THE MARK, BUT ALL MARKINGS ARE CLEARLY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0284 ***********************************************************************
 NC0284  DESIGNATION -  E 386
 NC0284  PID         -  NC0284
 NC0284  STATE/COUNTY-  NY/CATTARAUGUS
 NC0284  USGS QUAD   -  LIMESTONE (1976)
 NC0284
 NC0284                         *CURRENT SURVEY CONTROL
 NC0284  ___________________________________________________________________
 NC0284* NAD 83(1986)-  42 03 00.     (N)    078 38 07.     (W)     SCALED    
 NC0284* NAVD 88     -       428.510  (meters)    1405.87   (feet)  ADJUSTED  
 NC0284  ___________________________________________________________________
 NC0284  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 NC0284  DYNAMIC HT  -         428.342 (meters)    1405.32  (feet)  COMP
 NC0284  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 NC0284
 NC0284  VERT ORDER  -  FIRST     CLASS I
 NC0284
 NC0284.The horizontal coordinates were scaled from a topographic map and have
 NC0284.an estimated accuracy of +/- 6 seconds.
 NC0284
 NC0284.The orthometric height was determined by differential leveling
 NC0284.and adjusted by the National Geodetic Survey in June 1991..
 NC0284
 NC0284.The geoid height was determined by GEOID03.
 NC0284
 NC0284.The dynamic height is computed by dividing the NAVD 88
 NC0284.geopotential number by the normal gravity value computed on the
 NC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0284.degrees latitude (g = 980.6199 gals.).
 NC0284
 NC0284.The modeled gravity was interpolated from observed gravity values.
 NC0284
 NC0284;                    North         East    Units  Estimated Accuracy
 NC0284;SPC NY W     -   227,650.      345,700.      MT  (+/- 180 meters Scaled)
 NC0284
 NC0284                          SUPERSEDED SURVEY CONTROL
 NC0284
 NC0284  NGVD 29 (??/??/92)  428.663  (m)         1406.37   (f) ADJ UNCH    1 1
 NC0284
 NC0284.Superseded values are not recommended for survey control.
 NC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0284.See file dsdata.txt to determine how the superseded data were derived.
 NC0284
 NC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG956580(NAD 83)
 NC0284_MARKER: DB = BENCH MARK DISK
 NC0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0284_SP_SET: CONCRETE POST
 NC0284_STAMPING: E 386 1967
 NC0284_MARK LOGO: CGS   
 NC0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0284+STABILITY: SURFACE MOTION
 NC0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0284+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 NC0284
 NC0284  HISTORY     - Date     Condition        Report By
 NC0284  HISTORY     - 1967     MONUMENTED       CGS
 NC0284  HISTORY     - 19930728 GOOD             LOCENG
 NC0284  HISTORY     - 20020412 GOOD             USPSQD
 NC0284  HISTORY     - 20041127 GOOD             USPSQD
 NC0284  HISTORY     - 20060531 GOOD             USPSQD
 NC0284
 NC0284                          STATION DESCRIPTION
 NC0284
 NC0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0284'1.9 MI N FROM LIMESTONE.
 NC0284'ABOUT 1.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0284'CROSSING OF LIMESTONE RUN ROAD AT LIMESTONE, 0.2 MILE NORTH OF
 NC0284'MILEPOST 116, AT A PRIVATE TRAIL CROSSING, 134 FEET WEST OF THE CENTER
 NC0284'LINE OF U. S. HIGHWAY 219, 94 1/2 FEET EAST-SOUTHEAST OF AND ACROSS
 NC0284'TRACKS FROM MILEAGE POLE NO. 115-30, 50 FEET EAST OF THE EAST RAIL OF
 NC0284'THE MAIN TRACK, 18 FEET NORTH OF THE CENTER LINE OF THE TRAIL, 2 FEET
 NC0284'SOUTH OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE TRACK AND
 NC0284'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 NC0284'OF THE GROUND.
 NC0284
 NC0284                          STATION RECOVERY (1993)
 NC0284
 NC0284'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 NC0284'RECOVERED IN GOOD CONDITION.
 NC0284
 NC0284                          STATION RECOVERY (2002)
 NC0284
 NC0284'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 NC0284'RECOVERED IN GOOD CONDITION.
 NC0284
 NC0284                          STATION RECOVERY (2004)
 NC0284
 NC0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NC0284'RECOVERED IN GOOD CONDITION.
 NC0284
 NC0284                          STATION RECOVERY (2006)
 NC0284
 NC0284'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 NC0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0239 ***********************************************************************
 NC0239  DESIGNATION -  E 387
 NC0239  PID         -  NC0239
 NC0239  STATE/COUNTY-  NY/CATTARAUGUS
 NC0239  USGS QUAD   -  WEST VALLEY (1964)
 NC0239
 NC0239                         *CURRENT SURVEY CONTROL
 NC0239  ___________________________________________________________________
 NC0239* NAD 83(1986)-  42 24 22.     (N)    078 36 18.     (W)     SCALED    
 NC0239* NAVD 88     -       486.105  (meters)    1594.83   (feet)  ADJUSTED  
 NC0239  ___________________________________________________________________
 NC0239  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NC0239  DYNAMIC HT  -         485.922 (meters)    1594.23  (feet)  COMP
 NC0239  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 NC0239
 NC0239  VERT ORDER  -  FIRST     CLASS I
 NC0239
 NC0239.The horizontal coordinates were scaled from a topographic map and have
 NC0239.an estimated accuracy of +/- 6 seconds.
 NC0239
 NC0239.The orthometric height was determined by differential leveling
 NC0239.and adjusted by the National Geodetic Survey in June 1991..
 NC0239
 NC0239.The geoid height was determined by GEOID03.
 NC0239
 NC0239.The dynamic height is computed by dividing the NAVD 88
 NC0239.geopotential number by the normal gravity value computed on the
 NC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0239.degrees latitude (g = 980.6199 gals.).
 NC0239
 NC0239.The modeled gravity was interpolated from observed gravity values.
 NC0239
 NC0239;                    North         East    Units  Estimated Accuracy
 NC0239;SPC NY W     -   267,200.      348,220.      MT  (+/- 180 meters Scaled)
 NC0239
 NC0239                          SUPERSEDED SURVEY CONTROL
 NC0239
 NC0239  NGVD 29 (??/??/92)  486.255  (m)         1595.32   (f) ADJ UNCH    1 1
 NC0239
 NC0239.Superseded values are not recommended for survey control.
 NC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0239.See file dsdata.txt to determine how the superseded data were derived.
 NC0239
 NC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG970976(NAD 83)
 NC0239_MARKER: DB = BENCH MARK DISK
 NC0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0239_SP_SET: BRIDGE ABUTMENT
 NC0239_STAMPING: E 387 1967
 NC0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0239+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 NC0239
 NC0239  HISTORY     - Date     Condition        Report By
 NC0239  HISTORY     - 1967     MONUMENTED       CGS
 NC0239  HISTORY     - 20031121 GOOD             USPSQD
 NC0239
 NC0239                          STATION DESCRIPTION
 NC0239
 NC0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0239'0.1 MI S FROM WEST VALLEY.
 NC0239'ABOUT 0.1 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0239'OVERPASS AT THE EAST END OF DEPOT STREET AT WEST VALLEY, SET ON THE
 NC0239'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A 20-FOOT
 NC0239'RAILROAD BRIDGE OVER A SMALL STREAM AND A TRAIL, 9.5 FEET EAST OF THE
 NC0239'EAST RAIL, 0.05 MILE NORTH OF MILEPOST 39, AND ABOUT 3 FEET BELOW THE
 NC0239'LEVEL OF THE TRACK.
 NC0239
 NC0239                          STATION RECOVERY (2003)
 NC0239
 NC0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0470 ***********************************************************************
 NC0470  DESIGNATION -  E 389
 NC0470  PID         -  NC0470
 NC0470  STATE/COUNTY-  NY/ERIE
 NC0470  USGS QUAD   -  COLDEN (1979)
 NC0470
 NC0470                         *CURRENT SURVEY CONTROL
 NC0470  ___________________________________________________________________
 NC0470* NAD 83(1986)-  42 42 33.     (N)    078 40 57.     (W)     SCALED    
 NC0470* NAVD 88     -       302.180  (meters)     991.40   (feet)  ADJUSTED  
 NC0470  ___________________________________________________________________
 NC0470  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NC0470  DYNAMIC HT  -         302.083 (meters)     991.08  (feet)  COMP
 NC0470  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 NC0470
 NC0470  VERT ORDER  -  FIRST     CLASS I
 NC0470
 NC0470.The horizontal coordinates were scaled from a topographic map and have
 NC0470.an estimated accuracy of +/- 6 seconds.
 NC0470
 NC0470.The orthometric height was determined by differential leveling
 NC0470.and adjusted by the National Geodetic Survey in June 1991..
 NC0470
 NC0470.The geoid height was determined by GEOID03.
 NC0470
 NC0470.The dynamic height is computed by dividing the NAVD 88
 NC0470.geopotential number by the normal gravity value computed on the
 NC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0470.degrees latitude (g = 980.6199 gals.).
 NC0470
 NC0470.The modeled gravity was interpolated from observed gravity values.
 NC0470
 NC0470;                    North         East    Units  Estimated Accuracy
 NC0470;SPC NY W     -   300,870.      341,880.      MT  (+/- 180 meters Scaled)
 NC0470
 NC0470                          SUPERSEDED SURVEY CONTROL
 NC0470
 NC0470  NGVD 29 (??/??/92)  302.334  (m)          991.91   (f) ADJ UNCH    1 1
 NC0470
 NC0470.Superseded values are not recommended for survey control.
 NC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0470.See file dsdata.txt to determine how the superseded data were derived.
 NC0470
 NC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH897311(NAD 83)
 NC0470_MARKER: DB = BENCH MARK DISK
 NC0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NC0470_SP_SET: 10.3 FEET
 NC0470_STAMPING: E 389 1967
 NC0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0470
 NC0470  HISTORY     - Date     Condition        Report By
 NC0470  HISTORY     - 1967     MONUMENTED       CGS
 NC0470  HISTORY     - 20030513 POOR             NYDT
 NC0470
 NC0470                          STATION DESCRIPTION
 NC0470
 NC0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NC0470'4.7 MI N FROM COLDEN.
 NC0470'ABOUT 4.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 NC0470'BOSTON-COLDEN ROAD OVERPASS AT COLDEN, 0.15 MILE SOUTH OF MILEPOST 14,
 NC0470'AT A PRIVATE BLACK TOPPED ROAD CROSSING, 126 FEET SOUTHWEST OF AND
 NC0470'ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF THE ABANDONED RAILROAD
 NC0470'STATION AT WEST FALLS (NOW OCCUPIED AS A RESIDENCE), 46 FEET NORTHWEST
 NC0470'OF THE CENTER OF THE BLACK TOPPED ROAD CROSSING, 29.5 FEET WEST OF THE
 NC0470'WEST RAIL, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST
 NC0470'OF A FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS POST, AND IS A DISK
 NC0470'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 NC0470'PROTECTED BY A 6 INCH PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF
 NC0470'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 10.3 FEET.
 NC0470'NOTE--MARK MAY BE REACHED BY GOING 5.25 MILES SOUTHEAST ALONG THE
 NC0470'BALTIMORE AND OHIO RAILROAD FROM THE STATION AT ORCHARD PARK.
 NC0470
 NC0470                          STATION RECOVERY (2003)
 NC0470
 NC0470'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (GLE)
 NC0470'LOOSE IN SETTING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0518 ***********************************************************************
 KU0518  DESIGNATION -  E 39
 KU0518  PID         -  KU0518
 KU0518  STATE/COUNTY-  NY/SUFFOLK
 KU0518  USGS QUAD   -  PORT JEFFERSON (1967)
 KU0518
 KU0518                         *CURRENT SURVEY CONTROL
 KU0518  ___________________________________________________________________
 KU0518* NAD 83(1986)-  40 56 05.     (N)    073 03 10.     (W)     SCALED    
 KU0518* NAVD 88     -        59.156  (meters)     194.08   (feet)  ADJUSTED  
 KU0518  ___________________________________________________________________
 KU0518  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU0518  DYNAMIC HT  -          59.135 (meters)     194.01  (feet)  COMP
 KU0518  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 KU0518
 KU0518  VERT ORDER  -  SECOND    CLASS 0
 KU0518
 KU0518.The horizontal coordinates were scaled from a topographic map and have
 KU0518.an estimated accuracy of +/- 6 seconds.
 KU0518
 KU0518.The orthometric height was determined by differential leveling
 KU0518.and adjusted by the National Geodetic Survey in June 1991..
 KU0518
 KU0518.The geoid height was determined by GEOID03.
 KU0518
 KU0518.The dynamic height is computed by dividing the NAVD 88
 KU0518.geopotential number by the normal gravity value computed on the
 KU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0518.degrees latitude (g = 980.6199 gals.).
 KU0518
 KU0518.The modeled gravity was interpolated from observed gravity values.
 KU0518
 KU0518;                    North         East    Units  Estimated Accuracy
 KU0518;SPC NY L     -    85,720.      379,770.      MT  (+/- 180 meters Scaled)
 KU0518
 KU0518                          SUPERSEDED SURVEY CONTROL
 KU0518
 KU0518  NGVD 29 (??/??/92)   59.461  (m)          195.08   (f) ADJ UNCH    2 0
 KU0518
 KU0518.Superseded values are not recommended for survey control.
 KU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0518.See file dsdata.txt to determine how the superseded data were derived.
 KU0518
 KU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL639333(NAD 83)
 KU0518_MARKER: DB = BENCH MARK DISK
 KU0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0518_SP_SET: PLATFORM
 KU0518_STAMPING: 195.082 E 39 1932
 KU0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0518+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2002
 KU0518
 KU0518  HISTORY     - Date     Condition        Report By
 KU0518  HISTORY     - 1932     MONUMENTED       CGS
 KU0518  HISTORY     - 1956     GOOD             NGS
 KU0518  HISTORY     - 20020403 GOOD             LOCSUR
 KU0518
 KU0518                          STATION DESCRIPTION
 KU0518
 KU0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU0518'AT PORT JEFFERSON.
 KU0518'AT THE LONG ISLAND RAILROAD STATION, SET VERTICALLY IN THE SOUTH
 KU0518'WALL OF THE BUILDING, UNDER THE FIRST WINDOW WEST OF THE
 KU0518'SOUTHEAST CORNER, AND ABOUT 1-3/4 FEET ABOVE THE CONCRETE
 KU0518'PLATFORM.
 KU0518
 KU0518                          STATION RECOVERY (2002)
 KU0518
 KU0518'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MML)
 KU0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0574 ***********************************************************************
 PH0574  DESIGNATION -  E 390
 PH0574  PID         -  PH0574
 PH0574  STATE/COUNTY-  NY/FRANKLIN
 PH0574  USGS QUAD   -  HOGANSBURG (1987)
 PH0574
 PH0574                         *CURRENT SURVEY CONTROL
 PH0574  ___________________________________________________________________
 PH0574* NAD 83(1986)-  44 57 59.     (N)    074 38 13.     (W)     SCALED    
 PH0574* NAVD 88     -        57.617  (meters)     189.03   (feet)  ADJUSTED  
 PH0574  ___________________________________________________________________
 PH0574  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 PH0574  DYNAMIC HT  -          57.616 (meters)     189.03  (feet)  COMP
 PH0574  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 PH0574
 PH0574  VERT ORDER  -  FIRST     CLASS I
 PH0574
 PH0574.The horizontal coordinates were scaled from a topographic map and have
 PH0574.an estimated accuracy of +/- 6 seconds.
 PH0574
 PH0574.The orthometric height was determined by differential leveling
 PH0574.and adjusted by the National Geodetic Survey in June 1991..
 PH0574
 PH0574.The geoid height was determined by GEOID03.
 PH0574
 PH0574.The dynamic height is computed by dividing the NAVD 88
 PH0574.geopotential number by the normal gravity value computed on the
 PH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0574.degrees latitude (g = 980.6199 gals.).
 PH0574
 PH0574.The modeled gravity was interpolated from observed gravity values.
 PH0574
 PH0574;                    North         East    Units  Estimated Accuracy
 PH0574;SPC NY E     -   681,150.      139,200.      MT  (+/- 180 meters Scaled)
 PH0574
 PH0574                          SUPERSEDED SURVEY CONTROL
 PH0574
 PH0574  NGVD 29 (??/??/92)   57.727  (m)          189.39   (f) ADJ UNCH    1 1
 PH0574
 PH0574.Superseded values are not recommended for survey control.
 PH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0574.See file dsdata.txt to determine how the superseded data were derived.
 PH0574
 PH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ286792(NAD 83)
 PH0574_MARKER: DB = BENCH MARK DISK
 PH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PH0574_STAMPING: E 390 1973
 PH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0574+STABILITY: SURFACE MOTION
 PH0574
 PH0574  HISTORY     - Date     Condition        Report By
 PH0574  HISTORY     - 1973     MONUMENTED       NGS
 PH0574
 PH0574                          STATION DESCRIPTION
 PH0574
 PH0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0574'1.5 MI SE FROM HOGANSBURG.
 PH0574'ABOUT 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE BRIDGE OVER
 PH0574'ST. REGIS RIVER AT HOGANSBURG, 0.15 MILE EAST OF THE JUNCTION OF STATE
 PH0574'HIGHWAY 95 LEADING SOUTHEAST, 241 FEET WEST OF AN INDIAN RESERVATION
 PH0574'BOUNDARY MARKER CONCRETE POST, 56 1/2 FEET NORTH OF THE CENTER LINE OF
 PH0574'THE HIGHWAY, 1 FOOT EAST OF POWER POLE NM-70, ABOUT 2 FEET LOWER THAN
 PH0574'THE HIGHWAY AND IS A DISK ON TOP OF A 4 1/2-FOOT LENGHT OF COPPER
 PH0574'COATED STEEL ROD ATTACHED TO A METAL BASE PLATE. THE DISK PROJECTS 0.1
 PH0574'FOOT ABOVE THE LEVEL OF THE GROUND AND IS PROTECTED BY A 5-INCH METAL
 PH0574'PIPE THAT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0565 ***********************************************************************
 PH0565  DESIGNATION -  E 391
 PH0565  PID         -  PH0565
 PH0565  STATE/COUNTY-  NY/ST LAWRENCE
 PH0565  USGS QUAD   -  HOGANSBURG (1987)
 PH0565
 PH0565                         *CURRENT SURVEY CONTROL
 PH0565  ___________________________________________________________________
 PH0565* NAD 83(1986)-  44 56 52.     (N)    074 44 38.     (W)     SCALED    
 PH0565* NAVD 88     -        62.718  (meters)     205.77   (feet)  ADJUSTED  
 PH0565  ___________________________________________________________________
 PH0565  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 PH0565  DYNAMIC HT  -          62.717 (meters)     205.76  (feet)  COMP
 PH0565  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 PH0565
 PH0565  VERT ORDER  -  FIRST     CLASS I
 PH0565
 PH0565.The horizontal coordinates were scaled from a topographic map and have
 PH0565.an estimated accuracy of +/- 6 seconds.
 PH0565
 PH0565.The orthometric height was determined by differential leveling
 PH0565.and adjusted by the National Geodetic Survey in June 1991..
 PH0565
 PH0565.The geoid height was determined by GEOID03.
 PH0565
 PH0565.The dynamic height is computed by dividing the NAVD 88
 PH0565.geopotential number by the normal gravity value computed on the
 PH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0565.degrees latitude (g = 980.6199 gals.).
 PH0565
 PH0565.The modeled gravity was interpolated from observed gravity values.
 PH0565
 PH0565;                    North         East    Units  Estimated Accuracy
 PH0565;SPC NY E     -   679,100.      130,760.      MT  (+/- 180 meters Scaled)
 PH0565
 PH0565                          SUPERSEDED SURVEY CONTROL
 PH0565
 PH0565  NGVD 29 (??/??/92)   62.83   (m)          206.1    (f) COMPUTED    1 1
 PH0565
 PH0565.Superseded values are not recommended for survey control.
 PH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0565.See file dsdata.txt to determine how the superseded data were derived.
 PH0565
 PH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ202771(NAD 83)
 PH0565_MARKER: DB = BENCH MARK DISK
 PH0565_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0565+WITH SETTING: INTO GROUND
 PH0565_STAMPING: E 391 1973
 PH0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0565+STABILITY: SURFACE MOTION
 PH0565
 PH0565  HISTORY     - Date     Condition        Report By
 PH0565  HISTORY     - 1973     MONUMENTED       NGS
 PH0565
 PH0565                          STATION DESCRIPTION
 PH0565
 PH0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0565'2.15 MI NW FROM HELENA.
 PH0565'ABOUT 0.3 MILE WEST ALONG THE GRAND TRUNK RAILROAD FROM THE CROSSING
 PH0565'OF STATE HIGHWAY 37C AT HELENA, THENCE ABOUT 1.8 MILES NORTHWEST ALONG
 PH0565'STATE HIGHWAY 37C, 51 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 PH0565'HIGHWAY, 2 FEET NORTHWEST OF POWER POLE NM 24, 2 FEET SOUTHWEST OF A
 PH0565'FENCE LINE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 PH0565'THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A FOUR-FOOT LENGTH OF
 PH0565'COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED AND PROTECTED BY A
 PH0565'6-INCH TILE PIPE FLUSH WITH THE GROUND. ALSO ABOUT 0.5 MILE SOUTHWEST
 PH0565'ALONG ROOSEVELTOWN ROAD FROM THE POST OFFICE AT ROOSEVELTOWN, THENCE
 PH0565'ABOUT 1.45 MILES SOUTHWEST ALONG HALL ROAD, THENCE ABOUT 0.55 MILE
 PH0565'SOUTHEAST ALONG STATE HIGHWAY 37C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0597 ***********************************************************************
 PG0597  DESIGNATION -  E 392
 PG0597  PID         -  PG0597
 PG0597  STATE/COUNTY-  NY/CLINTON
 PG0597  USGS QUAD   -  CHAMPLAIN (1966)
 PG0597
 PG0597                         *CURRENT SURVEY CONTROL
 PG0597  ___________________________________________________________________
 PG0597* NAD 83(1986)-  44 58 58.     (N)    073 24 57.     (W)     SCALED    
 PG0597* NAVD 88     -        61.247  (meters)     200.94   (feet)  ADJUSTED  
 PG0597  ___________________________________________________________________
 PG0597  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PG0597  DYNAMIC HT  -          61.246 (meters)     200.94  (feet)  COMP
 PG0597  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 PG0597
 PG0597  VERT ORDER  -  FIRST     CLASS I
 PG0597
 PG0597.The horizontal coordinates were scaled from a topographic map and have
 PG0597.an estimated accuracy of +/- 6 seconds.
 PG0597
 PG0597.The orthometric height was determined by differential leveling
 PG0597.and adjusted by the National Geodetic Survey in June 1991..
 PG0597
 PG0597.The geoid height was determined by GEOID03.
 PG0597
 PG0597.The dynamic height is computed by dividing the NAVD 88
 PG0597.geopotential number by the normal gravity value computed on the
 PG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0597.degrees latitude (g = 980.6199 gals.).
 PG0597
 PG0597.The modeled gravity was interpolated from observed gravity values.
 PG0597
 PG0597;                    North         East    Units  Estimated Accuracy
 PG0597;SPC NY E     -   683,530.      235,500.      MT  (+/- 180 meters Scaled)
 PG0597
 PG0597                          SUPERSEDED SURVEY CONTROL
 PG0597
 PG0597  NGVD 29 (??/??/92)   61.38   (m)          201.4    (f) COMPUTED    1 1
 PG0597
 PG0597.Superseded values are not recommended for survey control.
 PG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0597.See file dsdata.txt to determine how the superseded data were derived.
 PG0597
 PG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ248822(NAD 83)
 PG0597_MARKER: DB = BENCH MARK DISK
 PG0597_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PG0597+WITH SETTING: INTO GROUND
 PG0597_STAMPING: E 392 1973
 PG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG0597+STABILITY: SURFACE MOTION
 PG0597
 PG0597  HISTORY     - Date     Condition        Report By
 PG0597  HISTORY     - 1973     MONUMENTED       NGS
 PG0597
 PG0597                          STATION DESCRIPTION
 PG0597
 PG0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0597'1.55 MI E FROM CHAMPLAIN.
 PG0597'ABOUT 0.95 MILE EAST ALONG ELM STREET FROM THE JUNCTION OF STATE
 PG0597'HIGHWAY 9 AT CHAMPLAIN, THENCE ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY
 PG0597'11, AT THE JUNCTION OF STATE HIGHWAY 276 LEADING NORTH, 57.6 FEET
 PG0597'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 11, 136 1/2 FEET EAST OF THE
 PG0597'CENTER LINE OF STATE HIGHWAY 276, 39 FEET WEST OF A FENCE CORNER POST,
 PG0597'7 FEET SOUTH OF POWER POLE 13.2, 5 1/2 FEET NORTH OF POWER POLE 14,
 PG0597'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 PG0597'THE HIGHWAY AND IS A DISK ON THE TOP OF A 4-FOOT LENGTH OF COPPER
 PG0597'COATED STEEL ROD WHICH IS FASTENED TO A METAL BASE PLATE.  THE DISK IS
 PG0597'1/2-INCH BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 PG0597'IRON PIPE THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1093 ***********************************************************************
 PG1093  DESIGNATION -  E 393
 PG1093  PID         -  PG1093
 PG1093  STATE/COUNTY-  NY/CLINTON
 PG1093  USGS QUAD   -  ELLENBURG DEPOT (1964)
 PG1093
 PG1093                         *CURRENT SURVEY CONTROL
 PG1093  ___________________________________________________________________
 PG1093* NAD 83(1986)-  44 54 20.     (N)    073 46 27.     (W)     SCALED    
 PG1093* NAVD 88     -       235.888  (meters)     773.91   (feet)  ADJUSTED  
 PG1093  ___________________________________________________________________
 PG1093  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 PG1093  DYNAMIC HT  -         235.875 (meters)     773.87  (feet)  COMP
 PG1093  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 PG1093
 PG1093  VERT ORDER  -  FIRST     CLASS I
 PG1093
 PG1093.The horizontal coordinates were scaled from a topographic map and have
 PG1093.an estimated accuracy of +/- 6 seconds.
 PG1093
 PG1093.The orthometric height was determined by differential leveling
 PG1093.and adjusted by the National Geodetic Survey in June 1991..
 PG1093
 PG1093.The geoid height was determined by GEOID03.
 PG1093
 PG1093.The dynamic height is computed by dividing the NAVD 88
 PG1093.geopotential number by the normal gravity value computed on the
 PG1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1093.degrees latitude (g = 980.6199 gals.).
 PG1093
 PG1093.The modeled gravity was interpolated from observed gravity values.
 PG1093
 PG1093;                    North         East    Units  Estimated Accuracy
 PG1093;SPC NY E     -   674,640.      207,320.      MT  (+/- 180 meters Scaled)
 PG1093
 PG1093                          SUPERSEDED SURVEY CONTROL
 PG1093
 PG1093  NGVD 29 (??/??/92)  236.008  (m)          774.30   (f) ADJ UNCH    1 1
 PG1093
 PG1093.Superseded values are not recommended for survey control.
 PG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1093.See file dsdata.txt to determine how the superseded data were derived.
 PG1093
 PG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ967731(NAD 83)
 PG1093_MARKER: DB = BENCH MARK DISK
 PG1093_SETTING: 66 = SET IN ROCK OUTCROP
 PG1093_SP_SET: ROCK OUTCROP
 PG1093_STAMPING: E 393 1973
 PG1093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1093+STABILITY: POSITION/ELEVATION WELL
 PG1093
 PG1093  HISTORY     - Date     Condition        Report By
 PG1093  HISTORY     - 1973     MONUMENTED       NGS
 PG1093
 PG1093                          STATION DESCRIPTION
 PG1093
 PG1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1093'1.25 MI E FROM ELLENBURG DEPOT.
 PG1093'ABOUT 1.25 MILES EAST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE AT
 PG1093'ELLENBURG DEPOT, AT THE JUNCTION OF A TRACK ROAD LEADING
 PG1093'NORTH-NORTHEAST, 262 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PG1093'179 FEET NORTHEAST OF POWER LINE POLE 3910, 39 FEET SOUTHWEST OF A
 PG1093'FENCE CORNER POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 PG1093'IN A ROCK OUTCROP WHICH PROJECTS 3 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0098 ***********************************************************************
 PH0098  DESIGNATION -  E 394
 PH0098  PID         -  PH0098
 PH0098  STATE/COUNTY-  NY/FRANKLIN
 PH0098  USGS QUAD   -  CHATEAUGAY (1993)
 PH0098
 PH0098                         *CURRENT SURVEY CONTROL
 PH0098  ___________________________________________________________________
 PH0098* NAD 83(1986)-  44 55 57.     (N)    074 01 00.     (W)     SCALED    
 PH0098* NAVD 88     -       323.985  (meters)    1062.94   (feet)  ADJUSTED  
 PH0098  ___________________________________________________________________
 PH0098  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 PH0098  DYNAMIC HT  -         323.968 (meters)    1062.88  (feet)  COMP
 PH0098  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 PH0098
 PH0098  VERT ORDER  -  FIRST     CLASS I
 PH0098
 PH0098.The horizontal coordinates were scaled from a topographic map and have
 PH0098.an estimated accuracy of +/- 6 seconds.
 PH0098
 PH0098.The orthometric height was determined by differential leveling
 PH0098.and adjusted by the National Geodetic Survey in June 1991..
 PH0098
 PH0098.The geoid height was determined by GEOID03.
 PH0098
 PH0098.The dynamic height is computed by dividing the NAVD 88
 PH0098.geopotential number by the normal gravity value computed on the
 PH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0098.degrees latitude (g = 980.6199 gals.).
 PH0098
 PH0098.The modeled gravity was interpolated from observed gravity values.
 PH0098
 PH0098;                    North         East    Units  Estimated Accuracy
 PH0098;SPC NY E     -   677,490.      188,150.      MT  (+/- 180 meters Scaled)
 PH0098
 PH0098                          SUPERSEDED SURVEY CONTROL
 PH0098
 PH0098  NGVD 29 (??/??/92)  324.06   (m)         1063.2    (f) COMPUTED    1 1
 PH0098
 PH0098.Superseded values are not recommended for survey control.
 PH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0098.See file dsdata.txt to determine how the superseded data were derived.
 PH0098
 PH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ775759(NAD 83)
 PH0098_MARKER: DB = BENCH MARK DISK
 PH0098_SETTING: 80 = SET IN A BOULDER
 PH0098_SP_SET: BOULDER
 PH0098_STAMPING: E 394 1973
 PH0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0098+STABILITY: SURFACE MOTION
 PH0098
 PH0098  HISTORY     - Date     Condition        Report By
 PH0098  HISTORY     - 1973     MONUMENTED       NGS
 PH0098
 PH0098                          STATION DESCRIPTION
 PH0098
 PH0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0098'3.1 MI E FROM CHATEAUGAY.
 PH0098'ABOUT 3.1 MILES EAST ALONG U. S. HIGHWAY 11 FROM THE INTERSECTION OF
 PH0098'STATE HIGHWAY 374 AT CHATEAUGAY, 123 FEET NORTH OF THE CENTER LINE OF
 PH0098'THE HIGHWAY, 66 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 PH0098'LEADING NORTH, 150 FEET WEST OF THE APPROXIMATE CENTER LINE (EXTENDED)
 PH0098'OF BILOW ROAD LEADING SOUTH, 136 FEET WEST OF A POINT IN LINE WITH THE
 PH0098'FRANKLIN-CLINTON COUNTY LINE, 97 FEET NORTH-NORTHEAST OF A FENCE
 PH0098'CORNER POST, ABOUT 5 FEET LOWER THAN THE HIGHWAY AND SET IN THE TOP OF
 PH0098'A 2 1/2 BY 2 1/2 FOOT EXPOSED PART OF EMBEDDED BOULDER WHICH PROJECTS
 PH0098'0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0443 ***********************************************************************
 PG0443  DESIGNATION -  E 395
 PG0443  PID         -  PG0443
 PG0443  STATE/COUNTY-  NY/CLINTON
 PG0443  USGS QUAD   -  KEESEVILLE (1966)
 PG0443
 PG0443                         *CURRENT SURVEY CONTROL
 PG0443  ___________________________________________________________________
 PG0443* NAD 83(1986)-  44 35 12.     (N)    073 26 30.     (W)     SCALED    
 PG0443* NAVD 88     -        42.386  (meters)     139.06   (feet)  ADJUSTED  
 PG0443  ___________________________________________________________________
 PG0443  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 PG0443  DYNAMIC HT  -          42.383 (meters)     139.05  (feet)  COMP
 PG0443  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 PG0443
 PG0443  VERT ORDER  -  FIRST     CLASS I
 PG0443
 PG0443.The horizontal coordinates were scaled from a topographic map and have
 PG0443.an estimated accuracy of +/- 6 seconds.
 PG0443
 PG0443.The orthometric height was determined by differential leveling
 PG0443.and adjusted by the National Geodetic Survey in June 1991..
 PG0443
 PG0443.The geoid height was determined by GEOID03.
 PG0443
 PG0443.The dynamic height is computed by dividing the NAVD 88
 PG0443.geopotential number by the normal gravity value computed on the
 PG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0443.degrees latitude (g = 980.6199 gals.).
 PG0443
 PG0443.The modeled gravity was interpolated from observed gravity values.
 PG0443
 PG0443;                    North         East    Units  Estimated Accuracy
 PG0443;SPC NY E     -   639,490.      234,040.      MT  (+/- 180 meters Scaled)
 PG0443
 PG0443                          SUPERSEDED SURVEY CONTROL
 PG0443
 PG0443  NGVD 29 (??/??/92)   42.52   (m)          139.5    (f) COMPUTED    1 1
 PG0443
 PG0443.Superseded values are not recommended for survey control.
 PG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0443.See file dsdata.txt to determine how the superseded data were derived.
 PG0443
 PG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ237382(NAD 83)
 PG0443_MARKER: DB = BENCH MARK DISK
 PG0443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PG0443_SP_SET: 15 FEET
 PG0443_STAMPING: E 395 1973
 PG0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG0443
 PG0443  HISTORY     - Date     Condition        Report By
 PG0443  HISTORY     - 1973     MONUMENTED       NGS
 PG0443
 PG0443                          STATION DESCRIPTION
 PG0443
 PG0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0443'5.3 MI N FROM PORT KENT.
 PG0443'ABOUT 5.3 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0443'CROSSING WITH STATE HIGHWAY 373 AT PORT KENT, 0.6 MILES NORTH OF U.S.
 PG0443'HIGHWAY 9 UNDERPASS, 176 FEET SOUTH SOUTHEAST OF CENTER LINE OF
 PG0443'CROSSING WITH A PRIVATE ROAD, 117 FEET SOUTH OF A POWER POLE
 PG0443'544-2290-100-205 AND BRACED BY 2 GUY WIRES AND BEARING A STREET LIGHT,
 PG0443'57 FEET NORTH OF 2ND TELEPHONE POLE SOUTH OF CROSSING, 42 FEET EAST OF
 PG0443'THE EAST RAIL, 4 FEET WEST OF A LONE 30 INCH FORKED ELM TREE, ON THE
 PG0443'TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15 FEET TO
 PG0443'REFUSAL.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED
 PG0443'IN A 6 INCH CLAY TILE PIPE THAT PROJECTS 1 INCH, 1 FOOT SOUTH OF A
 PG0443'METAL WITNESS POST ABOUT 1.5 FEET BELOW THE LEVEL OF THE RAILS. NOTE--
 PG0443'ABOUT 0.15 MILE WEST OF THE PRAYS BEACH MOTEL ON WEST SIDE OF U.S.
 PG0443'HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0707 ***********************************************************************
 OD0707  DESIGNATION -  E 396
 OD0707  PID         -  OD0707
 OD0707  STATE/COUNTY-  NY/SARATOGA
 OD0707  USGS QUAD   -  SARATOGA SPRINGS (1967)
 OD0707
 OD0707                         *CURRENT SURVEY CONTROL
 OD0707  ___________________________________________________________________
 OD0707* NAD 83(1986)-  43 05 27.     (N)    073 47 37.     (W)     SCALED    
 OD0707* NAVD 88     -       110.653  (meters)     363.03   (feet)  ADJUSTED  
 OD0707  ___________________________________________________________________
 OD0707  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 OD0707  DYNAMIC HT  -         110.627 (meters)     362.95  (feet)  COMP
 OD0707  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 OD0707
 OD0707  VERT ORDER  -  FIRST     CLASS I
 OD0707
 OD0707.The horizontal coordinates were scaled from a topographic map and have
 OD0707.an estimated accuracy of +/- 6 seconds.
 OD0707
 OD0707.The orthometric height was determined by differential leveling
 OD0707.and adjusted by the National Geodetic Survey in June 1991..
 OD0707
 OD0707.The geoid height was determined by GEOID03.
 OD0707
 OD0707.The dynamic height is computed by dividing the NAVD 88
 OD0707.geopotential number by the normal gravity value computed on the
 OD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0707.degrees latitude (g = 980.6199 gals.).
 OD0707
 OD0707.The modeled gravity was interpolated from observed gravity values.
 OD0707
 OD0707;                    North         East    Units  Estimated Accuracy
 OD0707;SPC NY E     -   473,000.      207,510.      MT  (+/- 180 meters Scaled)
 OD0707
 OD0707                          SUPERSEDED SURVEY CONTROL
 OD0707
 OD0707  NGVD 29 (??/??/92)  110.826  (m)          363.60   (f) ADJ UNCH    1 1
 OD0707
 OD0707.Superseded values are not recommended for survey control.
 OD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0707.See file dsdata.txt to determine how the superseded data were derived.
 OD0707
 OD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN981716(NAD 83)
 OD0707_MARKER: DB = BENCH MARK DISK
 OD0707_SETTING: 66 = SET IN ROCK OUTCROP
 OD0707_SP_SET: ROCK OUTCROP
 OD0707_STAMPING: E 396 1974
 OD0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OD0707+STABILITY: POSITION/ELEVATION WELL
 OD0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OD0707+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 OD0707
 OD0707  HISTORY     - Date     Condition        Report By
 OD0707  HISTORY     - 1974     MONUMENTED       NGS
 OD0707  HISTORY     - 19981013 GOOD             USPSQD
 OD0707  HISTORY     - 20010806 GOOD             USPSQD
 OD0707  HISTORY     - 20020809 GOOD             USPSQD
 OD0707  HISTORY     - 20030809 GOOD             USPSQD
 OD0707  HISTORY     - 20040809 GOOD             USPSQD
 OD0707  HISTORY     - 20050809 GOOD             USPSQD
 OD0707  HISTORY     - 20050829 GOOD             NYDT
 OD0707  HISTORY     - 20060828 GOOD             USPSQD
 OD0707
 OD0707                          STATION DESCRIPTION
 OD0707
 OD0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OD0707'0.9 MI NW FROM SARATOGA SPRINGS.
 OD0707'0.15 MILES WEST ALONG STATE HIGHWAY 9N FROM THE POST OFFICE AT
 OD0707'SARATOGA SPRINGS, THENCE 0.5 MILE NORTH ALONG CLINTON STREET, THENCE
 OD0707'0.25 MILE WEST ALONG CLEMENTS STREET TO THE ABANDONED SIGHT OF THE
 OD0707'DELAWARE AND HUDSON RAILROAD, NOW A GRAVELED ROAD WHICH IS FENCED WITH
 OD0707'ENTRANCE THROUGH A GATE, 94 FEET NORTH OF THE CENTER LINE OF CLEMENTS
 OD0707'STREET, 71.5 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GATE, 55
 OD0707'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, SET IN A ROCK
 OD0707'OUTCROP ABOUT 2 FEET ABOVE THE GRAVEL ROAD AND ABOUT LEVEL WITH
 OD0707'CLEMENTS STREET.
 OD0707
 OD0707                          STATION RECOVERY (1998)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 1998
 OD0707'RECOVERED IN GOOD CONDITION.
 OD0707
 OD0707                          STATION RECOVERY (2001)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 OD0707'RECOVERED IN GOOD CONDITION.
 OD0707
 OD0707                          STATION RECOVERY (2002)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 OD0707'RECOVERED IN GOOD CONDITION.
 OD0707
 OD0707                          STATION RECOVERY (2003)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 OD0707'RECOVERED IN GOOD CONDITION.
 OD0707
 OD0707                          STATION RECOVERY (2004)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 OD0707'RECOVERED IN GOOD CONDITION.
 OD0707
 OD0707                          STATION RECOVERY (2005)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 OD0707'RECOVERED IN GOOD CONDITION.
 OD0707
 OD0707                          STATION RECOVERY (2005)
 OD0707
 OD0707'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OD0707'GRAVEL ROAD OR GATE NO LONGER EXIST. POINT IS LOCATED APPROX 94' NORTH
 OD0707'OF CENTERLINE OF CLEMENT ST. IN LINE WITH THE CENTERLINE OF PAVED
 OD0707'DRIVE AT EDGE OF PAVEMENT FOR 83 CLEMENT ST.
 OD0707
 OD0707                          STATION RECOVERY (2006)
 OD0707
 OD0707'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 OD0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1359 ***********************************************************************
 LX1359  DESIGNATION -  E 397
 LX1359  PID         -  LX1359
 LX1359  STATE/COUNTY-  NY/WESTCHESTER
 LX1359  USGS QUAD   -  NYACK (1979)
 LX1359
 LX1359                         *CURRENT SURVEY CONTROL
 LX1359  ___________________________________________________________________
 LX1359* NAD 83(1986)-  41 00 13.     (N)    073 52 50.     (W)     SCALED    
 LX1359* NAVD 88     -        30.740  (meters)     100.85   (feet)  ADJUSTED  
 LX1359  ___________________________________________________________________
 LX1359  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LX1359  DYNAMIC HT  -          30.728 (meters)     100.81  (feet)  COMP
 LX1359  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 LX1359
 LX1359  VERT ORDER  -  FIRST     CLASS I
 LX1359
 LX1359.The horizontal coordinates were scaled from a topographic map and have
 LX1359.an estimated accuracy of +/- 6 seconds.
 LX1359
 LX1359.The orthometric height was determined by differential leveling
 LX1359.and adjusted by the National Geodetic Survey in June 1991..
 LX1359
 LX1359.The geoid height was determined by GEOID03.
 LX1359
 LX1359.The dynamic height is computed by dividing the NAVD 88
 LX1359.geopotential number by the normal gravity value computed on the
 LX1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1359.degrees latitude (g = 980.6199 gals.).
 LX1359
 LX1359.The modeled gravity was interpolated from observed gravity values.
 LX1359
 LX1359;                    North         East    Units  Estimated Accuracy
 LX1359;SPC NY E     -   241,130.      202,110.      MT  (+/- 180 meters Scaled)
 LX1359
 LX1359                          SUPERSEDED SURVEY CONTROL
 LX1359
 LX1359.No superseded survey control is available for this station.
 LX1359
 LX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL941397(NAD 83)
 LX1359_MARKER: DB = BENCH MARK DISK
 LX1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1359_SP_SET: BUILDING
 LX1359_STAMPING: E 397 1974
 LX1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1359
 LX1359  HISTORY     - Date     Condition        Report By
 LX1359  HISTORY     - 1974     MONUMENTED       NGS
 LX1359  HISTORY     - 1978     GOOD             NGS
 LX1359  HISTORY     - 1988     GOOD             USPSQD
 LX1359
 LX1359                          STATION DESCRIPTION
 LX1359
 LX1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1359'0.9 MI S FROM DOBBS FERRY.
 LX1359'0.5 MILES SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT DOBBS
 LX1359'FERRY, THENCE 0.4 SOUTH ALONG U.S. HIGHWAY 9 (NORTH BROADWAY),
 LX1359'SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTH CORNER OF
 LX1359'APARTMENT BUILDING AT 765 NORTH BROADWAY, IN THE VILLAGE OF
 LX1359'HASTINGS ON HUDSON, 108.5 FEET NORTHWEST OF THE NORTHWEST CURB OF
 LX1359'NORTH BROADWAY, 29.5 FEET NORTHEAST OF THE CENTERLINE OFTHE EXIT
 LX1359'ROAD OF APARTMENT BUILDING AND 5.0 FEET ABOVE GROUND.
 LX1359
 LX1359                          STATION RECOVERY (1978)
 LX1359
 LX1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1359'RECOVERED IN GOOD CONDITION.
 LX1359
 LX1359                          STATION RECOVERY (1988)
 LX1359
 LX1359'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0844 ***********************************************************************
 MZ0844  DESIGNATION -  E 398
 MZ0844  PID         -  MZ0844
 MZ0844  STATE/COUNTY-  NY/RENSSELAER
 MZ0844  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ0844
 MZ0844                         *CURRENT SURVEY CONTROL
 MZ0844  ___________________________________________________________________
 MZ0844* NAD 83(1986)-  42 32 51.     (N)    073 44 51.     (W)     SCALED    
 MZ0844* NAVD 88     -         3.799  (meters)      12.46   (feet)  ADJUSTED  
 MZ0844  ___________________________________________________________________
 MZ0844  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 MZ0844  DYNAMIC HT  -           3.797 (meters)      12.46  (feet)  COMP
 MZ0844  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 MZ0844
 MZ0844  VERT ORDER  -  FIRST     CLASS I
 MZ0844
 MZ0844.The horizontal coordinates were scaled from a topographic map and have
 MZ0844.an estimated accuracy of +/- 6 seconds.
 MZ0844
 MZ0844.The orthometric height was determined by differential leveling
 MZ0844.and adjusted by the National Geodetic Survey in June 1991..
 MZ0844
 MZ0844.The geoid height was determined by GEOID03.
 MZ0844
 MZ0844.The dynamic height is computed by dividing the NAVD 88
 MZ0844.geopotential number by the normal gravity value computed on the
 MZ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0844.degrees latitude (g = 980.6199 gals.).
 MZ0844
 MZ0844.The modeled gravity was interpolated from observed gravity values.
 MZ0844
 MZ0844;                    North         East    Units  Estimated Accuracy
 MZ0844;SPC NY E     -   412,680.      211,800.      MT  (+/- 180 meters Scaled)
 MZ0844
 MZ0844                          SUPERSEDED SURVEY CONTROL
 MZ0844
 MZ0844.No superseded survey control is available for this station.
 MZ0844
 MZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN028113(NAD 83)
 MZ0844_MARKER: DV = VERTICAL CONTROL DISK
 MZ0844_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 MZ0844+WITH SETTING: INTO GROUND
 MZ0844_STAMPING: E 398 1974
 MZ0844_MARK LOGO: NGS   
 MZ0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0844+STABILITY: SURFACE MOTION
 MZ0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ0844+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 MZ0844
 MZ0844  HISTORY     - Date     Condition        Report By
 MZ0844  HISTORY     - 1974     MONUMENTED       NGS
 MZ0844  HISTORY     - 1988     GOOD             USPSQD
 MZ0844  HISTORY     - 19950827 GOOD             USPSQD
 MZ0844  HISTORY     - 19961127 GOOD             NYDT
 MZ0844  HISTORY     - 19971111 GOOD             USPSQD
 MZ0844  HISTORY     - 20060316 GOOD             NYDT
 MZ0844
 MZ0844                          STATION DESCRIPTION
 MZ0844
 MZ0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0844'1.35 MI N FROM CASTLETON-ON-HUDSON.
 MZ0844'1.35 MILES NORTH ALONG STATE HIGHWAY 9 J FROM THE POST OFFICE AT
 MZ0844'CASTLETON-ON-HUDSON, ABOUT 0.25 MILE SOUTHWEST OF THE SETTLEMENT OF
 MZ0844'STONY POINT, 54.7 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MZ0844'120 FEET NORTH OF CENTER OF T JUNCTION OF WESTERN ROAD AND STATE
 MZ0844'HIGHWAY 9 J, 18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK
 MZ0844'ROAD LEADING NORTHWEST, 4.6 FEET WEST OF POWER POLE NO. 202 WITH GUY
 MZ0844'WIRE AND POWER LINES CROSSING THE HWY TO FARM HOUSE, 166 FEET
 MZ0844'SOUTHEAST OF THE SOUTHEAST RAIL, 2.3 FEET EAST OF A METAL WITNESS POST
 MZ0844'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 MZ0844'A METAL BASE PLATE, THE DISK IS FLUSH WITH THE GROUND AND ENCASED IN A
 MZ0844'4-INCH PLASTIC PIPE WHICH PROJECTS 1 INCH.
 MZ0844
 MZ0844                          STATION RECOVERY (1988)
 MZ0844
 MZ0844'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWI)
 MZ0844'RECOVERED IN GOOD CONDITION.
 MZ0844
 MZ0844                          STATION RECOVERY (1995)
 MZ0844
 MZ0844'RECOVERY NOTE BY US POWER SQUADRON 1995
 MZ0844'RECOVERED IN GOOD CONDITION.
 MZ0844
 MZ0844                          STATION RECOVERY (1996)
 MZ0844
 MZ0844'RECOVERY NOTE BY NY DEPT OF TRANSP 1996 (RC)
 MZ0844'RECOVERED AS DESCRIBED.
 MZ0844
 MZ0844                          STATION RECOVERY (1997)
 MZ0844
 MZ0844'RECOVERY NOTE BY US POWER SQUADRON 1997
 MZ0844'RECOVERED IN GOOD CONDITION.
 MZ0844
 MZ0844                          STATION RECOVERY (2006)
 MZ0844
 MZ0844'RECOVERY NOTE BY NY DEPT OF TRANSP 2006 (RC)
 MZ0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1608 ***********************************************************************
 LX1608  DESIGNATION -  E 399
 LX1608  PID         -  LX1608
 LX1608  STATE/COUNTY-  NY/DUTCHESS
 LX1608  USGS QUAD   -  KINGSTON EAST (1980)
 LX1608
 LX1608                         *CURRENT SURVEY CONTROL
 LX1608  ___________________________________________________________________
 LX1608* NAD 83(1986)-  41 59 51.     (N)    073 54 36.     (W)     SCALED    
 LX1608* NAVD 88     -        60.929  (meters)     199.90   (feet)  ADJUSTED  
 LX1608  ___________________________________________________________________
 LX1608  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LX1608  DYNAMIC HT  -          60.908 (meters)     199.83  (feet)  COMP
 LX1608  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LX1608
 LX1608  VERT ORDER  -  FIRST     CLASS I
 LX1608
 LX1608.The horizontal coordinates were scaled from a topographic map and have
 LX1608.an estimated accuracy of +/- 6 seconds.
 LX1608
 LX1608.The orthometric height was determined by differential leveling
 LX1608.and adjusted by the National Geodetic Survey in June 1991..
 LX1608
 LX1608.The geoid height was determined by GEOID03.
 LX1608
 LX1608.The dynamic height is computed by dividing the NAVD 88
 LX1608.geopotential number by the normal gravity value computed on the
 LX1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1608.degrees latitude (g = 980.6199 gals.).
 LX1608
 LX1608.The modeled gravity was interpolated from observed gravity values.
 LX1608
 LX1608;                    North         East    Units  Estimated Accuracy
 LX1608;SPC NY E     -   351,490.      198,880.      MT  (+/- 180 meters Scaled)
 LX1608
 LX1608                          SUPERSEDED SURVEY CONTROL
 LX1608
 LX1608.No superseded survey control is available for this station.
 LX1608
 LX1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM902500(NAD 83)
 LX1608_MARKER: DB = BENCH MARK DISK
 LX1608_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1608_SP_SET: UNSPECIFIED ROCK
 LX1608_STAMPING: E 399 1974
 LX1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1608
 LX1608  HISTORY     - Date     Condition        Report By
 LX1608  HISTORY     - 1974     MONUMENTED       NGS
 LX1608
 LX1608                          STATION DESCRIPTION
 LX1608
 LX1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1608'6.2 MI N FROM RHINEBECK.
 LX1608'1.7 MILES EAST ALONG STATE HIGHWAY 308 FROM THE JUNCTION OF U.S.
 LX1608'HIGHWAY 9 AT RHINEBECK, THENCE 4.45 MILES NORTH ALONG STATE
 LX1608'HIGHWAY 9G, 0.2 MILE SOUTH OF A BLACK TOP ROAD LEADING WEST TO
 LX1608'BARRYTOWN, 0.25 MILE SOUTH OF STATE HIGHWAY 199 LEADING EAST TO
 LX1608'RED HOOK, SET IN THE TOP OF A ROCK, 29.7 FEET WEST OF THE CENTER
 LX1608'LINE OF THE HIGHWAY, 75.2 FEET WEST AND ACROSS THE HIGHWAY FROM
 LX1608'POWER POLE 55062 WITH TWO GUY WIRES, 63.4 FEET NORTH OF THE
 LX1608'NORTHWEST CORNER OF A DRAINAGE STRUCTURE WITH STEEL MASH TOP,
 LX1608'4.5 FEET EAST OF A METAL WITNESS POST AND ABOUT 2 FEET ABOVE
 LX1608'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0790 ***********************************************************************
 MZ0790  DESIGNATION -  E 4
 MZ0790  PID         -  MZ0790
 MZ0790  STATE/COUNTY-  NY/SARATOGA
 MZ0790  USGS QUAD   -  TROY NORTH (1980)
 MZ0790
 MZ0790                         *CURRENT SURVEY CONTROL
 MZ0790  ___________________________________________________________________
 MZ0790* NAD 83(1986)-  42 47 12.     (N)    073 40 44.     (W)     SCALED    
 MZ0790* NAVD 88     -        11.353  (meters)      37.25   (feet)  ADJUSTED  
 MZ0790  ___________________________________________________________________
 MZ0790  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MZ0790  DYNAMIC HT  -          11.350 (meters)      37.24  (feet)  COMP
 MZ0790  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 MZ0790
 MZ0790  VERT ORDER  -  FIRST     CLASS II
 MZ0790
 MZ0790.The horizontal coordinates were scaled from a topographic map and have
 MZ0790.an estimated accuracy of +/- 6 seconds.
 MZ0790
 MZ0790.The orthometric height was determined by differential leveling
 MZ0790.and adjusted by the National Geodetic Survey in June 1991..
 MZ0790
 MZ0790.The geoid height was determined by GEOID03.
 MZ0790
 MZ0790.The dynamic height is computed by dividing the NAVD 88
 MZ0790.geopotential number by the normal gravity value computed on the
 MZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0790.degrees latitude (g = 980.6199 gals.).
 MZ0790
 MZ0790.The modeled gravity was interpolated from observed gravity values.
 MZ0790
 MZ0790;                    North         East    Units  Estimated Accuracy
 MZ0790;SPC NY E     -   439,300.      217,180.      MT  (+/- 180 meters Scaled)
 MZ0790
 MZ0790                          SUPERSEDED SURVEY CONTROL
 MZ0790
 MZ0790  NGVD 29 (??/??/92)   11.59   (m)           38.0    (f) COMPUTED    1 2
 MZ0790
 MZ0790.Superseded values are not recommended for survey control.
 MZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0790.See file dsdata.txt to determine how the superseded data were derived.
 MZ0790
 MZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN080379(NAD 83)
 MZ0790_MARKER: DB = BENCH MARK DISK
 MZ0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0790_SP_SET: BRIDGE ABUTMENT
 MZ0790_STAMPING: E 4 1919
 MZ0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0790
 MZ0790  HISTORY     - Date     Condition        Report By
 MZ0790  HISTORY     - 1919     MONUMENTED       CGS
 MZ0790  HISTORY     - 1955     GOOD             NGS
 MZ0790  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 MZ0790  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 MZ0790  HISTORY     - 20050608 MARK NOT FOUND   USPSQD
 MZ0790
 MZ0790                          STATION DESCRIPTION
 MZ0790
 MZ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0790'0.55 MI S FROM WATERFORD.
 MZ0790'ABOUT 0.55 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 MZ0790'FREIGHT STATION AT WATERFORD, ABOUT 0.15 MILE NORTH OF MILE POST RP
 MZ0790'181-T 4, IN THE TOP OF THE NORTH ABUTMENT OF THE BRIDGE OVER MOWHAWK
 MZ0790'RIVER (BETWEEN PEOBLES ISLAND AND THE TOWN OF WATERFORD), 2 1/2 FEET
 MZ0790'WEST OF THE WEST RAIL OF THE WEST TRACK, 9 3/4 FEET EAST OF THE WEST
 MZ0790'END OF THE ABUTMENT AND ABOUT 1 1/3 FEET LOWER THAN THE TRACK.
 MZ0790
 MZ0790                          STATION RECOVERY (2003)
 MZ0790
 MZ0790'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0790'RESET AS PID MZ0791
 MZ0790
 MZ0790                          STATION RECOVERY (2004)
 MZ0790
 MZ0790'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0790'MARK NOT FOUND.
 MZ0790
 MZ0790                          STATION RECOVERY (2005)
 MZ0790
 MZ0790'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0791 ***********************************************************************
 MZ0791  DESIGNATION -  E 4 RESET
 MZ0791  PID         -  MZ0791
 MZ0791  STATE/COUNTY-  NY/SARATOGA
 MZ0791  USGS QUAD   -  TROY NORTH (1980)
 MZ0791
 MZ0791                         *CURRENT SURVEY CONTROL
 MZ0791  ___________________________________________________________________
 MZ0791* NAD 83(1986)-  42 47 13.     (N)    073 40 44.     (W)     SCALED    
 MZ0791* NAVD 88     -        12.806  (meters)      42.01   (feet)  ADJUSTED  
 MZ0791  ___________________________________________________________________
 MZ0791  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 MZ0791  DYNAMIC HT  -          12.803 (meters)      42.00  (feet)  COMP
 MZ0791  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 MZ0791
 MZ0791  VERT ORDER  -  FIRST     CLASS I
 MZ0791
 MZ0791.The horizontal coordinates were scaled from a topographic map and have
 MZ0791.an estimated accuracy of +/- 6 seconds.
 MZ0791
 MZ0791.The orthometric height was determined by differential leveling
 MZ0791.and adjusted by the National Geodetic Survey in June 1991..
 MZ0791
 MZ0791.The geoid height was determined by GEOID03.
 MZ0791
 MZ0791.The dynamic height is computed by dividing the NAVD 88
 MZ0791.geopotential number by the normal gravity value computed on the
 MZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0791.degrees latitude (g = 980.6199 gals.).
 MZ0791
 MZ0791.The modeled gravity was interpolated from observed gravity values.
 MZ0791
 MZ0791;                    North         East    Units  Estimated Accuracy
 MZ0791;SPC NY E     -   439,330.      217,180.      MT  (+/- 180 meters Scaled)
 MZ0791
 MZ0791                          SUPERSEDED SURVEY CONTROL
 MZ0791
 MZ0791  NGVD 29 (??/??/92)   13.02   (m)           42.7    (f) COMPUTED    1 1
 MZ0791
 MZ0791.Superseded values are not recommended for survey control.
 MZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0791.See file dsdata.txt to determine how the superseded data were derived.
 MZ0791
 MZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN080380(NAD 83)
 MZ0791_MARKER: DB = BENCH MARK DISK
 MZ0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0791_SP_SET: BRIDGE
 MZ0791_STAMPING: E 4 RESET 1964
 MZ0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ0791+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 MZ0791
 MZ0791  HISTORY     - Date     Condition        Report By
 MZ0791  HISTORY     - 1964     MONUMENTED       CGS
 MZ0791  HISTORY     - 1974     GOOD             NGS
 MZ0791  HISTORY     - 20030607 GOOD             USPSQD
 MZ0791  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 MZ0791  HISTORY     - 20050608 MARK NOT FOUND   USPSQD
 MZ0791
 MZ0791                          STATION DESCRIPTION
 MZ0791
 MZ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0791'0.55 MI S FROM WATERFORD.
 MZ0791'0.55 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 MZ0791'FREIGHT STATION AT WATERFORD, AT A BRIDGE OVER THE MOHAWK RIVER, IN
 MZ0791'THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE BRIDGE, 2.7 FEET
 MZ0791'WEST OF THE WEST RAIL, 0.15 MILE NORTH OF MILEPOST RP 181-T4, AND
 MZ0791'ABOUT 1 FOOT LOWER THAN THE TRACK.
 MZ0791
 MZ0791                          STATION RECOVERY (2003)
 MZ0791
 MZ0791'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0791'RAILROAD NO LONGER IN USE.  BRIDGE UNDER CONSTRUCTION FOR ONE TRAFFIC
 MZ0791'AND PEDESTRIAN WALKWAY.  MARK MAY OR MAY NOT BE VISIBLE AFTER WORK IS
 MZ0791'COMPLETED.
 MZ0791
 MZ0791                          STATION RECOVERY (2004)
 MZ0791
 MZ0791'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0791'BRIDGE ROADWAY INSTALLED OVER MARK
 MZ0791
 MZ0791                          STATION RECOVERY (2005)
 MZ0791
 MZ0791'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU0522 ***********************************************************************
 KU0522  DESIGNATION -  E 40
 KU0522  PID         -  KU0522
 KU0522  STATE/COUNTY-  NY/SUFFOLK
 KU0522  USGS QUAD   -  PATCHOGUE (1967)
 KU0522
 KU0522                         *CURRENT SURVEY CONTROL
 KU0522  ___________________________________________________________________
 KU0522* NAD 83(1986)-  40 48 49.     (N)    073 02 39.     (W)     SCALED    
 KU0522* NAVD 88     -        30.861  (meters)     101.25   (feet)  ADJUSTED  
 KU0522  ___________________________________________________________________
 KU0522  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KU0522  DYNAMIC HT  -          30.849 (meters)     101.21  (feet)  COMP
 KU0522  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 KU0522
 KU0522  VERT ORDER  -  SECOND    CLASS 0
 KU0522
 KU0522.The horizontal coordinates were scaled from a topographic map and have
 KU0522.an estimated accuracy of +/- 6 seconds.
 KU0522
 KU0522.The orthometric height was determined by differential leveling
 KU0522.and adjusted by the National Geodetic Survey in June 1991..
 KU0522.WARNING-Repeat measurements at this control monument indicate possible
 KU0522.vertical movement.
 KU0522
 KU0522.The geoid height was determined by GEOID03.
 KU0522
 KU0522.The dynamic height is computed by dividing the NAVD 88
 KU0522.geopotential number by the normal gravity value computed on the
 KU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0522.degrees latitude (g = 980.6199 gals.).
 KU0522
 KU0522.The modeled gravity was interpolated from observed gravity values.
 KU0522
 KU0522;                    North         East    Units  Estimated Accuracy
 KU0522;SPC NY L     -    72,280.      380,640.      MT  (+/- 180 meters Scaled)
 KU0522
 KU0522                          SUPERSEDED SURVEY CONTROL
 KU0522
 KU0522  NGVD 29 (??/??/92)   31.178  (m)          102.29   (f) ADJ UNCH    2 0
 KU0522
 KU0522.Superseded values are not recommended for survey control.
 KU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0522.See file dsdata.txt to determine how the superseded data were derived.
 KU0522
 KU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL649199(NAD 83)
 KU0522_MARKER: DB = BENCH MARK DISK
 KU0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0522_SP_SET: SIGNAL BATTERY BOX BASE
 KU0522_STAMPING: 102.723 E 40 1932
 KU0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0522
 KU0522  HISTORY     - Date     Condition        Report By
 KU0522  HISTORY     - 1932     MONUMENTED       CGS
 KU0522  HISTORY     - 19950317 MARK NOT FOUND   NGS
 KU0522
 KU0522                          STATION DESCRIPTION
 KU0522
 KU0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KU0522'AT HOLTSVILLE.
 KU0522'AT HOLTSVILLE, SUFFOLK COUNTY, ON THE LONG ISLAND RAILROAD,
 KU0522'2-1/2 POLES WEST OF THE STATION, AT A ROAD CROSSING, 19 FEET
 KU0522'NORTH OF THE NORTH RAIL, 19 FEET WEST OF THE CENTERLINE OF THE
 KU0522'ROAD, 9 FEET SOUTHWEST OF POLE NYT 122 LIL, AT A SIGNAL BATTERY
 KU0522'BOX, IN THE TOP OF THE NORTHEAST CORNER OF THE BASE, AND 7
 KU0522'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED 102.723 E
 KU0522'40 1932.
 KU0522
 KU0522                          STATION RECOVERY (1995)
 KU0522
 KU0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 KU0522'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1492 ***********************************************************************
 LX1492  DESIGNATION -  E 400
 LX1492  PID         -  LX1492
 LX1492  STATE/COUNTY-  NY/DUTCHESS
 LX1492  USGS QUAD   -  POUGHKEEPSIE (1995)
 LX1492
 LX1492                         *CURRENT SURVEY CONTROL
 LX1492  ___________________________________________________________________
 LX1492* NAD 83(1986)-  41 39 29.     (N)    073 55 50.     (W)     SCALED    
 LX1492* NAVD 88     -        35.861  (meters)     117.65   (feet)  ADJUSTED  
 LX1492  ___________________________________________________________________
 LX1492  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LX1492  DYNAMIC HT  -          35.847 (meters)     117.61  (feet)  COMP
 LX1492  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 LX1492
 LX1492  VERT ORDER  -  FIRST     CLASS I
 LX1492
 LX1492.The horizontal coordinates were scaled from a topographic map and have
 LX1492.an estimated accuracy of +/- 6 seconds.
 LX1492
 LX1492.The orthometric height was determined by differential leveling
 LX1492.and adjusted by the National Geodetic Survey in June 1991..
 LX1492
 LX1492.The geoid height was determined by GEOID03.
 LX1492
 LX1492.The dynamic height is computed by dividing the NAVD 88
 LX1492.geopotential number by the normal gravity value computed on the
 LX1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1492.degrees latitude (g = 980.6199 gals.).
 LX1492
 LX1492.The modeled gravity was interpolated from observed gravity values.
 LX1492
 LX1492;                    North         East    Units  Estimated Accuracy
 LX1492;SPC NY E     -   313,780.      197,430.      MT  (+/- 180 meters Scaled)
 LX1492
 LX1492                          SUPERSEDED SURVEY CONTROL
 LX1492
 LX1492  NGVD 29 (??/??/??)   36.128  (m)          118.53   (f) ADJUSTED    1 1
 LX1492
 LX1492.Superseded values are not recommended for survey control.
 LX1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1492.See file dsdata.txt to determine how the superseded data were derived.
 LX1492
 LX1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM890123(NAD 83)
 LX1492_MARKER: DB = BENCH MARK DISK
 LX1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1492_SP_SET: PIER
 LX1492_STAMPING: E 400 1974
 LX1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1492
 LX1492  HISTORY     - Date     Condition        Report By
 LX1492  HISTORY     - 1974     MONUMENTED       NGS
 LX1492  HISTORY     - 1978     GOOD             NGS
 LX1492  HISTORY     - 19910522 GOOD             USPSQD
 LX1492
 LX1492                          STATION DESCRIPTION
 LX1492
 LX1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1492'3.6 MI S FROM POUGHKEEPSIE.
 LX1492'3.6 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET
 LX1492'OVERPASS AT POUGHKEEPSIE, 4.4 MILES NORTH ALONG U.S. HIGHWAY 9
 LX1492'FROM THE JUNCTION OF EAST MAIN STREET AT WAPPINGERS FALLS, AT THE
 LX1492'CROSSING OF SPAKENKILL ROAD, SET VERTICAL IN THE EAST FACE OF THE
 LX1492'CENTER PIER ON THE WEST SIDE OF THE HIGHWAY, 35.3 FEET WEST OF
 LX1492'THE CENTER LINE OF THE HIGHWAY, 65.9 FEET SOUTH OF STREET LIGHT
 LX1492'POLE 2373, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LX1492
 LX1492                          STATION RECOVERY (1978)
 LX1492
 LX1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1492'RECOVERED IN GOOD CONDITION.
 LX1492
 LX1492                          STATION RECOVERY (1991)
 LX1492
 LX1492'RECOVERY NOTE BY US POWER SQUADRON 1991 (AMW)
 LX1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1320 ***********************************************************************
 LX1320  DESIGNATION -  E 401
 LX1320  PID         -  LX1320
 LX1320  STATE/COUNTY-  NY/WESTCHESTER
 LX1320  USGS QUAD   -  PEEKSKILL (1981)
 LX1320
 LX1320                         *CURRENT SURVEY CONTROL
 LX1320  ___________________________________________________________________
 LX1320* NAD 83(1986)-  41 19 33.     (N)    073 55 40.     (W)     SCALED    
 LX1320* NAVD 88     -        58.718  (meters)     192.64   (feet)  ADJUSTED  
 LX1320  ___________________________________________________________________
 LX1320  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LX1320  DYNAMIC HT  -          58.696 (meters)     192.57  (feet)  COMP
 LX1320  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 LX1320
 LX1320  VERT ORDER  -  FIRST     CLASS I
 LX1320
 LX1320.The horizontal coordinates were scaled from a topographic map and have
 LX1320.an estimated accuracy of +/- 6 seconds.
 LX1320
 LX1320.The orthometric height was determined by differential leveling
 LX1320.and adjusted by the National Geodetic Survey in June 1991..
 LX1320
 LX1320.The geoid height was determined by GEOID03.
 LX1320
 LX1320.The dynamic height is computed by dividing the NAVD 88
 LX1320.geopotential number by the normal gravity value computed on the
 LX1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1320.degrees latitude (g = 980.6199 gals.).
 LX1320
 LX1320.The modeled gravity was interpolated from observed gravity values.
 LX1320
 LX1320;                    North         East    Units  Estimated Accuracy
 LX1320;SPC NY E     -   276,890.      197,900.      MT  (+/- 180 meters Scaled)
 LX1320
 LX1320                          SUPERSEDED SURVEY CONTROL
 LX1320
 LX1320  NGVD 29 (??/??/??)   59.016  (m)          193.62   (f) ADJUSTED    1 1
 LX1320
 LX1320.Superseded values are not recommended for survey control.
 LX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1320.See file dsdata.txt to determine how the superseded data were derived.
 LX1320
 LX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL897754(NAD 83)
 LX1320_MARKER: DB = BENCH MARK DISK
 LX1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1320_SP_SET: ABUTMENT
 LX1320_STAMPING: E 401 1974
 LX1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1320
 LX1320  HISTORY     - Date     Condition        Report By
 LX1320  HISTORY     - 1974     MONUMENTED       NGS
 LX1320  HISTORY     - 1978     GOOD             NGS
 LX1320
 LX1320                          STATION DESCRIPTION
 LX1320
 LX1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1320'2.8 MI N FROM PEEKSKILL.
 LX1320'2.8 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE MAIN STREET OVERPASS
 LX1320'AT PEEKSKILL, 0.1 MILE SOUTHWEST OF THE PUTNAM-WESTCHESTER COUNTY
 LX1320'LINE, AT THE SOUTHWEST END OF A LONG CURVE, IN THE TOP OF THE
 LX1320'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE
 LX1320'OVER A SMALL CREEK, 21.4 FEET NORTHWEST OF THE CENTER LINE OF
 LX1320'THE HIGHWAY, 27.6 FEET SOUTHWEST OF TELEPHONE POLE 994, AND
 LX1320'ABOUT LEVEL WITH THE HIGHWAY.
 LX1320
 LX1320                          STATION RECOVERY (1978)
 LX1320
 LX1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1352 ***********************************************************************
 LX1352  DESIGNATION -  E 402
 LX1352  PID         -  LX1352
 LX1352  STATE/COUNTY-  NY/WESTCHESTER
 LX1352  USGS QUAD   -  WHITE PLAINS (1967)
 LX1352
 LX1352                         *CURRENT SURVEY CONTROL
 LX1352  ___________________________________________________________________
 LX1352* NAD 83(1986)-  41 03 47.     (N)    073 51 45.     (W)     SCALED    
 LX1352* NAVD 88     -        42.497  (meters)     139.43   (feet)  ADJUSTED  
 LX1352  ___________________________________________________________________
 LX1352  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 LX1352  DYNAMIC HT  -          42.482 (meters)     139.38  (feet)  COMP
 LX1352  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 LX1352
 LX1352  VERT ORDER  -  FIRST     CLASS I
 LX1352
 LX1352.The horizontal coordinates were scaled from a topographic map and have
 LX1352.an estimated accuracy of +/- 6 seconds.
 LX1352
 LX1352.The orthometric height was determined by differential leveling
 LX1352.and adjusted by the National Geodetic Survey in June 1991..
 LX1352
 LX1352.The geoid height was determined by GEOID03.
 LX1352
 LX1352.The dynamic height is computed by dividing the NAVD 88
 LX1352.geopotential number by the normal gravity value computed on the
 LX1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1352.degrees latitude (g = 980.6199 gals.).
 LX1352
 LX1352.The modeled gravity was interpolated from observed gravity values.
 LX1352
 LX1352;                    North         East    Units  Estimated Accuracy
 LX1352;SPC NY E     -   247,750.      203,580.      MT  (+/- 180 meters Scaled)
 LX1352
 LX1352                          SUPERSEDED SURVEY CONTROL
 LX1352
 LX1352.No superseded survey control is available for this station.
 LX1352
 LX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL955463(NAD 83)
 LX1352_MARKER: DB = BENCH MARK DISK
 LX1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1352_SP_SET: WALKWAY
 LX1352_STAMPING: E 402 1974
 LX1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1352
 LX1352  HISTORY     - Date     Condition        Report By
 LX1352  HISTORY     - 1974     MONUMENTED       NGS
 LX1352  HISTORY     - 1978     GOOD             NGS
 LX1352  HISTORY     - 1988     GOOD             USPSQD
 LX1352  HISTORY     - 1989     GOOD             USPSQD
 LX1352
 LX1352                          STATION DESCRIPTION
 LX1352
 LX1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LX1352'1 MI S FROM TARRYTOWN.
 LX1352'1.05 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 LX1352'TARRYTOWN, NEAR THE JUNCTION OF STATE HIGHWAY 119 LEADING EAST,
 LX1352'SET ON WEST SIDE OF WALKWAY OF LARGE BRIDGE OVER THRUWAY 287,
 LX1352'29.9 FEET SOUTH OF NORTH END OF STEEL WALKWAY GUARDRAIL OF BRIDGE,
 LX1352'9.6 FEET WEST OF WEST CURB OF U.S. HIGHWAY 9, 0.7 FEET EAST OF
 LX1352'STEEL GUARD RAIL, 25.9 FEET SOUTHWEST OF FIRE HYDRANT, 0.5 FOOT
 LX1352'ABOVE U.S. HIGHWAY 9.
 LX1352
 LX1352                          STATION RECOVERY (1978)
 LX1352
 LX1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX1352'RECOVERED IN GOOD CONDITION.
 LX1352
 LX1352                          STATION RECOVERY (1988)
 LX1352
 LX1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1352'RECOVERED IN GOOD CONDITION.
 LX1352
 LX1352                          STATION RECOVERY (1989)
 LX1352
 LX1352'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF0676 ***********************************************************************
 OF0676  DESIGNATION -  E 403
 OF0676  PID         -  OF0676
 OF0676  STATE/COUNTY-  NY/OSWEGO
 OF0676  USGS QUAD   -  OSWEGO WEST (1978)
 OF0676
 OF0676                         *CURRENT SURVEY CONTROL
 OF0676  ___________________________________________________________________
 OF0676* NAD 83(1986)-  43 27 26.     (N)    076 30 20.     (W)     SCALED    
 OF0676* NAVD 88     -        99.290  (meters)     325.75   (feet)  ADJUSTED  
 OF0676  ___________________________________________________________________
 OF0676  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OF0676  DYNAMIC HT  -          99.270 (meters)     325.69  (feet)  COMP
 OF0676  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 OF0676
 OF0676  VERT ORDER  -  FIRST     CLASS I
 OF0676
 OF0676.The horizontal coordinates were scaled from a topographic map and have
 OF0676.an estimated accuracy of +/- 6 seconds.
 OF0676
 OF0676.The orthometric height was determined by differential leveling
 OF0676.and adjusted by the National Geodetic Survey in June 1991..
 OF0676
 OF0676.The geoid height was determined by GEOID03.
 OF0676
 OF0676.The dynamic height is computed by dividing the NAVD 88
 OF0676.geopotential number by the normal gravity value computed on the
 OF0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF0676.degrees latitude (g = 980.6199 gals.).
 OF0676
 OF0676.The modeled gravity was interpolated from observed gravity values.
 OF0676
 OF0676;                    North         East    Units  Estimated Accuracy
 OF0676;SPC NY C     -   383,970.      256,290.      MT  (+/- 180 meters Scaled)
 OF0676
 OF0676                          SUPERSEDED SURVEY CONTROL
 OF0676
 OF0676.No superseded survey control is available for this station.
 OF0676
 OF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP781126(NAD 83)
 OF0676_MARKER: DB = BENCH MARK DISK
 OF0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OF0676_SP_SET: PILLAR
 OF0676_STAMPING: E 403 1975
 OF0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OF0676
 OF0676  HISTORY     - Date     Condition        Report By
 OF0676  HISTORY     - 1975     MONUMENTED       NGS
 OF0676  HISTORY     - 19910801 GOOD             USPSQD
 OF0676
 OF0676                          STATION DESCRIPTION
 OF0676
 OF0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OF0676'AT OSWEGO.
 OF0676'AT OSWEGO, AT THE NORTH END OF OSWEGO COUNTY COURTHOUSE, IN THE TOP
 OF0676'OF THE SOUTH END OF THE EAST PILLAR, NEAR THE NORTHWEST CORNER OF E.
 OF0676'THIRD ST. AND E. ONEIDA ST., 144.0 FT. WEST OF EXTENDED CENTERLINE
 OF0676'OF E. THIRD ST., 2.2 FT NORTH OF THE EAST COLUMN, 12.9 FT. EAST OF
 OF0676'THE CENTERLINE OF MAIN DOOR INTO THE COURTHOUSE, 5.8 FT. ABOVE THE
 OF0676'LEVEL OF THE GROUND.
 OF0676
 OF0676                          STATION RECOVERY (1991)
 OF0676
 OF0676'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLB)
 OF0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0915 ***********************************************************************
 OE0915  DESIGNATION -  E 404
 OE0915  PID         -  OE0915
 OE0915  STATE/COUNTY-  NY/ONEIDA
 OE0915  USGS QUAD   -  SOUTH TRENTON (1983)
 OE0915
 OE0915                         *CURRENT SURVEY CONTROL
 OE0915  ___________________________________________________________________
 OE0915* NAD 83(1986)-  43 07 47.     (N)    075 14 46.     (W)     SCALED    
 OE0915* NAVD 88     -       131.546  (meters)     431.58   (feet)  ADJUSTED  
 OE0915  ___________________________________________________________________
 OE0915  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 OE0915  DYNAMIC HT  -         131.512 (meters)     431.47  (feet)  COMP
 OE0915  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 OE0915
 OE0915  VERT ORDER  -  FIRST     CLASS I
 OE0915
 OE0915.The horizontal coordinates were scaled from a topographic map and have
 OE0915.an estimated accuracy of +/- 6 seconds.
 OE0915
 OE0915.The orthometric height was determined by differential leveling
 OE0915.and adjusted by the National Geodetic Survey in June 1991..
 OE0915
 OE0915.The geoid height was determined by GEOID03.
 OE0915
 OE0915.The dynamic height is computed by dividing the NAVD 88
 OE0915.geopotential number by the normal gravity value computed on the
 OE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0915.degrees latitude (g = 980.6199 gals.).
 OE0915
 OE0915.The modeled gravity was interpolated from observed gravity values.
 OE0915
 OE0915;                    North         East    Units  Estimated Accuracy
 OE0915;SPC NY C     -   348,450.      358,800.      MT  (+/- 180 meters Scaled)
 OE0915
 OE0915                          SUPERSEDED SURVEY CONTROL
 OE0915
 OE0915.No superseded survey control is available for this station.
 OE0915
 OE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN799752(NAD 83)
 OE0915_MARKER: DB = BENCH MARK DISK
 OE0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OE0915_SP_SET: BRIDGE
 OE0915_STAMPING: E 404 1975
 OE0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0915
 OE0915  HISTORY     - Date     Condition        Report By
 OE0915  HISTORY     - 1975     MONUMENTED       NGS
 OE0915
 OE0915                          STATION DESCRIPTION
 OE0915
 OE0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0915'2.3 MI NW FROM UTICA.
 OE0915'ABOUT 2.3 MILES NORTHWEST ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0915'STATION AT UTICA, SET IN THE TOP OF THE NORTHEAST WING WALL OF A
 OE0915'RAILROAD BRIDGE CROSSING OVER STATE HIGHWAY 49, 45.6 FEET WEST OF A
 OE0915'POWER POLE, 8.9 FEET NORTHEAST OF THE NORTH RAIL OF THE TRACK, SET
 OE0915'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0890 ***********************************************************************
 OE0890  DESIGNATION -  E 405
 OE0890  PID         -  OE0890
 OE0890  STATE/COUNTY-  NY/ONEIDA
 OE0890  USGS QUAD   -  FORESTPORT (1945)
 OE0890
 OE0890                         *CURRENT SURVEY CONTROL
 OE0890  ___________________________________________________________________
 OE0890* NAD 83(1986)-  43 25 57.     (N)    075 11 33.     (W)     SCALED    
 OE0890* NAVD 88     -       345.962  (meters)    1135.04   (feet)  ADJUSTED  
 OE0890  ___________________________________________________________________
 OE0890  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 OE0890  DYNAMIC HT  -         345.873 (meters)    1134.75  (feet)  COMP
 OE0890  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 OE0890
 OE0890  VERT ORDER  -  FIRST     CLASS I
 OE0890
 OE0890.The horizontal coordinates were scaled from a topographic map and have
 OE0890.an estimated accuracy of +/- 6 seconds.
 OE0890
 OE0890.The orthometric height was determined by differential leveling
 OE0890.and adjusted by the National Geodetic Survey in June 1991..
 OE0890
 OE0890.The geoid height was determined by GEOID03.
 OE0890
 OE0890.The dynamic height is computed by dividing the NAVD 88
 OE0890.geopotential number by the normal gravity value computed on the
 OE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0890.degrees latitude (g = 980.6199 gals.).
 OE0890
 OE0890.The modeled gravity was interpolated from observed gravity values.
 OE0890
 OE0890;                    North         East    Units  Estimated Accuracy
 OE0890;SPC NY C     -   382,160.      362,610.      MT  (+/- 180 meters Scaled)
 OE0890
 OE0890                          SUPERSEDED SURVEY CONTROL
 OE0890
 OE0890.No superseded survey control is available for this station.
 OE0890
 OE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP844088(NAD 83)
 OE0890_MARKER: DV = VERTICAL CONTROL DISK
 OE0890_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OE0890_SP_SET: UNSPECIFIED ROCK
 OE0890_STAMPING: E 405 1975
 OE0890_MARK LOGO: NGS   
 OE0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 OE0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE0890
 OE0890  HISTORY     - Date     Condition        Report By
 OE0890  HISTORY     - 1975     MONUMENTED       NGS
 OE0890  HISTORY     - 19920602 GOOD             USPSQD
 OE0890  HISTORY     - 20020531 GOOD             USPSQD
 OE0890
 OE0890                          STATION DESCRIPTION
 OE0890
 OE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0890'0.85 MI SE FROM FORESTPORT.
 OE0890'ABOUT 0.85 MILES SOUTHEAST ALONG WOODHALL ROAD FROM THE POST OFFICE AT
 OE0890'FORESTPORT, 88.9 FEET NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 OE0890'83.2 FEET NORTH FROM CENTERLINE OF STEEL DECK BRIDGE, SET IN THE TOP
 OE0890'OF A LARGE CONSPICUOUS ROCK, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD.
 OE0890
 OE0890                          STATION RECOVERY (1992)
 OE0890
 OE0890'RECOVERY NOTE BY US POWER SQUADRON 1992
 OE0890'RECOVERED IN GOOD CONDITION.
 OE0890
 OE0890                          STATION RECOVERY (2002)
 OE0890
 OE0890'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMW)
 OE0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0546 ***********************************************************************
 OE0546  DESIGNATION -  E 406
 OE0546  PID         -  OE0546
 OE0546  STATE/COUNTY-  NY/HERKIMER
 OE0546  USGS QUAD   -  
 OE0546
 OE0546                         *CURRENT SURVEY CONTROL
 OE0546  ___________________________________________________________________
 OE0546* NAD 83(1986)-  43 41 35.     (N)    075 00 58.     (W)     SCALED    
 OE0546* NAVD 88     -       533.076  (meters)    1748.93   (feet)  ADJUSTED  
 OE0546  ___________________________________________________________________
 OE0546  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 OE0546  DYNAMIC HT  -         532.943 (meters)    1748.50  (feet)  COMP
 OE0546  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 OE0546
 OE0546  VERT ORDER  -  FIRST     CLASS I
 OE0546
 OE0546.The horizontal coordinates were scaled from a topographic map and have
 OE0546.an estimated accuracy of +/- 6 seconds.
 OE0546
 OE0546.The orthometric height was determined by differential leveling
 OE0546.and adjusted by the National Geodetic Survey in June 1991..
 OE0546
 OE0546.The geoid height was determined by GEOID03.
 OE0546
 OE0546.The dynamic height is computed by dividing the NAVD 88
 OE0546.geopotential number by the normal gravity value computed on the
 OE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0546.degrees latitude (g = 980.6199 gals.).
 OE0546
 OE0546.The modeled gravity was interpolated from observed gravity values.
 OE0546
 OE0546;                    North         East    Units  Estimated Accuracy
 OE0546;SPC NY E     -   539,790.      108,400.      MT  (+/- 180 meters Scaled)
 OE0546
 OE0546                          SUPERSEDED SURVEY CONTROL
 OE0546
 OE0546.No superseded survey control is available for this station.
 OE0546
 OE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP987377(NAD 83)
 OE0546_MARKER: DB = BENCH MARK DISK
 OE0546_SETTING: 66 = SET IN ROCK OUTCROP
 OE0546_SP_SET: ROCK LEDGE
 OE0546_STAMPING: E 406 1975
 OE0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0546+STABILITY: POSITION/ELEVATION WELL
 OE0546
 OE0546  HISTORY     - Date     Condition        Report By
 OE0546  HISTORY     - 1975     MONUMENTED       NGS
 OE0546
 OE0546                          STATION DESCRIPTION
 OE0546
 OE0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0546'2.85 MI S FROM OLD FORGE.
 OE0546'2.85 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE FULTON CHAIN OF LAKES
 OE0546'DAM AT OLD FORGE, SET IN THE TOP OF A ROCK LEDGE, 49.6 FEET EAST OF
 OE0546'CENTER LINE OF THE HIGHWAY.  THE ROCK FORMATION IN WHICH THIS MARK IS
 OE0546'IN IS 90 YARDS LONG, THE MARK IS 70 YARDS SOUTH OF THE NORTH END OF
 OE0546'THE LEDGE AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0453 ***********************************************************************
 OE0453  DESIGNATION -  E 407
 OE0453  PID         -  OE0453
 OE0453  STATE/COUNTY-  NY/HERKIMER
 OE0453  USGS QUAD   -  
 OE0453
 OE0453                         *CURRENT SURVEY CONTROL
 OE0453  ___________________________________________________________________
 OE0453* NAD 83(1986)-  43 55 39.     (N)    074 52 25.     (W)     SCALED    
 OE0453* NAVD 88     -       514.972  (meters)    1689.54   (feet)  ADJUSTED  
 OE0453  ___________________________________________________________________
 OE0453  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 OE0453  DYNAMIC HT  -         514.853 (meters)    1689.15  (feet)  COMP
 OE0453  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OE0453
 OE0453  VERT ORDER  -  FIRST     CLASS I
 OE0453
 OE0453.The horizontal coordinates were scaled from a topographic map and have
 OE0453.an estimated accuracy of +/- 6 seconds.
 OE0453
 OE0453.The orthometric height was determined by differential leveling
 OE0453.and adjusted by the National Geodetic Survey in June 1991..
 OE0453
 OE0453.The geoid height was determined by GEOID03.
 OE0453
 OE0453.The dynamic height is computed by dividing the NAVD 88
 OE0453.geopotential number by the normal gravity value computed on the
 OE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE0453.degrees latitude (g = 980.6199 gals.).
 OE0453
 OE0453.The modeled gravity was interpolated from observed gravity values.
 OE0453
 OE0453;                    North         East    Units  Estimated Accuracy
 OE0453;SPC NY E     -   565,780.      120,000.      MT  (+/- 180 meters Scaled)
 OE0453
 OE0453                          SUPERSEDED SURVEY CONTROL
 OE0453
 OE0453.No superseded survey control is available for this station.
 OE0453
 OE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWP101638(NAD 83)
 OE0453_MARKER: DB = BENCH MARK DISK
 OE0453_SETTING: 66 = SET IN ROCK OUTCROP
 OE0453_SP_SET: ROCK OUTCROP
 OE0453_STAMPING: E 407 1975
 OE0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE0453+STABILITY: POSITION/ELEVATION WELL
 OE0453
 OE0453  HISTORY     - Date     Condition        Report By
 OE0453  HISTORY     - 1975     MONUMENTED       NGS
 OE0453
 OE0453                          STATION DESCRIPTION
 OE0453
 OE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OE0453'11.40 MI NE FROM BIG MOOSE.
 OE0453'ABOUT 11.4 MILES NORTHEAST ALONG THE PENN CENTRAL RAILROAD FROM THE
 OE0453'STATION AT BIG MOOSE, 0.2 MILES NORTHEAST OF MILE POST 80, 9.0 FEET
 OE0453'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF A SMALL ROCK
 OE0453'OUTCROP, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0215 ***********************************************************************
 PH0215  DESIGNATION -  E 408
 PH0215  PID         -  PH0215
 PH0215  STATE/COUNTY-  NY/FRANKLIN
 PH0215  USGS QUAD   -  
 PH0215
 PH0215                         *CURRENT SURVEY CONTROL
 PH0215  ___________________________________________________________________
 PH0215* NAD 83(1986)-  44 22 54.     (N)    074 28 22.     (W)     SCALED    
 PH0215* NAVD 88     -       473.557  (meters)    1553.66   (feet)  ADJUSTED  
 PH0215  ___________________________________________________________________
 PH0215  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PH0215  DYNAMIC HT  -         473.475 (meters)    1553.39  (feet)  COMP
 PH0215  MODELED GRAV-     980,430.1   (mgal)                       NAVD 88
 PH0215
 PH0215  VERT ORDER  -  FIRST     CLASS I
 PH0215
 PH0215.The horizontal coordinates were scaled from a topographic map and have
 PH0215.an estimated accuracy of +/- 6 seconds.
 PH0215
 PH0215.The orthometric height was determined by differential leveling
 PH0215.and adjusted by the National Geodetic Survey in June 1991..
 PH0215
 PH0215.The geoid height was determined by GEOID03.
 PH0215
 PH0215.The dynamic height is computed by dividing the NAVD 88
 PH0215.geopotential number by the normal gravity value computed on the
 PH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0215.degrees latitude (g = 980.6199 gals.).
 PH0215
 PH0215.The modeled gravity was interpolated from observed gravity values.
 PH0215
 PH0215;                    North         East    Units  Estimated Accuracy
 PH0215;SPC NY E     -   616,170.      152,170.      MT  (+/- 180 meters Scaled)
 PH0215
 PH0215                          SUPERSEDED SURVEY CONTROL
 PH0215
 PH0215.No superseded survey control is available for this station.
 PH0215
 PH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ419144(NAD 83)
 PH0215_MARKER: DB = BENCH MARK DISK
 PH0215_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PH0215+WITH SETTING: INTO GROUND
 PH0215_STAMPING: E 408 1975
 PH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH0215+STABILITY: SURFACE MOTION
 PH0215
 PH0215  HISTORY     - Date     Condition        Report By
 PH0215  HISTORY     - 1975     MONUMENTED       NGS
 PH0215
 PH0215                          STATION DESCRIPTION
 PH0215
 PH0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0215'12.15 MI N FROM TUPPER LAKE.
 PH0215'0.60 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE NEW
 PH0215'YORK CENTRAL RAILROAD AT TUPPER LAKE, THENCE 0.05 MILE EAST ALONG 9TH
 PH0215'STREET, THENCE 11.50 MILES NORTH ALONG A DIRT ROAD, 1 MILE SOUTH OF
 PH0215'THE ROCKEFELLER BOUNDARY LINE, SET IN THE FRONT LAWN OF A HUNTING
 PH0215'LODGE, 29.4 FEET NORTHWEST OF APPROXIMATE CENTER OF THE ROAD, 58 FEET
 PH0215'SOUTHEAST OF THE EAST CORNER OF THE LODGE, 14 FEET SOUTHWEST OF THE
 PH0215'APPROXIMATE CENTER OF A DIM DRIVEWAY, 1.5 FEET NORTHEAST OF A METAL
 PH0215'WITNESS POST AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 PH0215'IS ATTACHED TO A METAL BASE PLATE, THE DISK IS FLUSH WITH THE SURFACE
 PH0215'OF THE GROUND ENCASED IN A 4-INCH PIPE SURROUNDED WITH CONCRETE
 PH0215'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PH0493 ***********************************************************************
 PH0493  DESIGNATION -  E 409
 PH0493  PID         -  PH0493
 PH0493  STATE/COUNTY-  NY/FRANKLIN
 PH0493  USGS QUAD   -  BRUSHTON (1964)
 PH0493
 PH0493                         *CURRENT SURVEY CONTROL
 PH0493  ___________________________________________________________________
 PH0493* NAD 83(1986)-  44 52 03.     (N)    074 33 37.     (W)     SCALED    
 PH0493* NAVD 88     -        89.543  (meters)     293.78   (feet)  ADJUSTED  
 PH0493  ___________________________________________________________________
 PH0493  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PH0493  DYNAMIC HT  -          89.540 (meters)     293.77  (feet)  COMP
 PH0493  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 PH0493
 PH0493  VERT ORDER  -  FIRST     CLASS I
 PH0493
 PH0493.The horizontal coordinates were scaled from a topographic map and have
 PH0493.an estimated accuracy of +/- 6 seconds.
 PH0493
 PH0493.The orthometric height was determined by differential leveling
 PH0493.and adjusted by the National Geodetic Survey in June 1991..
 PH0493
 PH0493.The geoid height was determined by GEOID03.
 PH0493
 PH0493.The dynamic height is computed by dividing the NAVD 88
 PH0493.geopotential number by the normal gravity value computed on the
 PH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0493.degrees latitude (g = 980.6199 gals.).
 PH0493
 PH0493.The modeled gravity was interpolated from observed gravity values.
 PH0493
 PH0493;                    North         East    Units  Estimated Accuracy
 PH0493;SPC NY E     -   670,150.      145,240.      MT  (+/- 180 meters Scaled)
 PH0493
 PH0493                          SUPERSEDED SURVEY CONTROL
 PH0493
 PH0493.No superseded survey control is available for this station.
 PH0493
 PH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ347683(NAD 83)
 PH0493_MARKER: DB = BENCH MARK DISK
 PH0493_SETTING: 66 = SET IN ROCK OUTCROP
 PH0493_SP_SET: ROCK OUTCROP
 PH0493_STAMPING: E 409 1975
 PH0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH0493+STABILITY: POSITION/ELEVATION WELL
 PH0493
 PH0493  HISTORY     - Date     Condition        Report By
 PH0493  HISTORY     - 1975     MONUMENTED       NGS
 PH0493
 PH0493                          STATION DESCRIPTION
 PH0493
 PH0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PH0493'3.50 MI N FROM MOIRA.
 PH0493'3.50 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE METHODIST CHURCH AT
 PH0493'MOIRA, SET IN THE TOP OF A ROCK OUTCROP, 67.5 FEET WEST OF CENTER LINE
 PH0493'OF THE HIGHWAY, 100 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A
 PH0493'BLACKTOP ROAD LEADING EAST, 105 FEET NORTH OF THE NORTHEAST CORNER OF
 PH0493'A TWO CAR GARAGE BY A TRAILER HOUSE, 61 FEET SOUTHWEST OF POWER POLE
 PH0493'NO. 100-101, 5.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 PH0493'THE GROUND AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0492 ***********************************************************************
 NB0492  DESIGNATION -  E 41
 NB0492  PID         -  NB0492
 NB0492  STATE/COUNTY-  NY/CAYUGA
 NB0492  USGS QUAD   -  UNION SPRINGS (1955)
 NB0492
 NB0492                         *CURRENT SURVEY CONTROL
 NB0492  ___________________________________________________________________
 NB0492* NAD 83(1986)-  42 52 14.     (N)    076 42 07.     (W)     SCALED    
 NB0492* NAVD 88     -       122.836  (meters)     403.00   (feet)  ADJUSTED  
 NB0492  ___________________________________________________________________
 NB0492  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NB0492  DYNAMIC HT  -         122.804 (meters)     402.90  (feet)  COMP
 NB0492  MODELED GRAV-     980,358.9   (mgal)                       NAVD 88
 NB0492
 NB0492  VERT ORDER  -  FIRST     CLASS II
 NB0492
 NB0492.The horizontal coordinates were scaled from a topographic map and have
 NB0492.an estimated accuracy of +/- 6 seconds.
 NB0492
 NB0492.The orthometric height was determined by differential leveling
 NB0492.and adjusted by the National Geodetic Survey in June 1991..
 NB0492
 NB0492.The geoid height was determined by GEOID03.
 NB0492
 NB0492.The dynamic height is computed by dividing the NAVD 88
 NB0492.geopotential number by the normal gravity value computed on the
 NB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0492.degrees latitude (g = 980.6199 gals.).
 NB0492
 NB0492.The modeled gravity was interpolated from observed gravity values.
 NB0492
 NB0492;                    North         East    Units  Estimated Accuracy
 NB0492;SPC NY C     -   318,800.      240,310.      MT  (+/- 180 meters Scaled)
 NB0492
 NB0492                          SUPERSEDED SURVEY CONTROL
 NB0492
 NB0492  NGVD 29 (??/??/92)  123.010  (m)          403.58   (f) ADJ UNCH    1 2
 NB0492
 NB0492.Superseded values are not recommended for survey control.
 NB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0492.See file dsdata.txt to determine how the superseded data were derived.
 NB0492
 NB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN609478(NAD 83)
 NB0492_MARKER: DB = BENCH MARK DISK
 NB0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0492_SP_SET: BRIDGE
 NB0492_STAMPING: E 41 1933
 NB0492_MARK LOGO: CGS   
 NB0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB0492+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 NB0492
 NB0492  HISTORY     - Date     Condition        Report By
 NB0492  HISTORY     - 1933     MONUMENTED       CGS
 NB0492  HISTORY     - 1982     GOOD             NGS
 NB0492  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0492  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NB0492  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 NB0492  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NB0492  HISTORY     - 20020523 GOOD             NYSE+S
 NB0492
 NB0492                          STATION DESCRIPTION
 NB0492
 NB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NB0492'2.3 MI N FROM UNION SPRINGS.
 NB0492'ON THE AURBURN ITHACA BRANCH OF THE LEHIGH VALLEY R.R., ON R.R.
 NB0492'BRIDGE NO. A-341 ON THE SOUTH END OF THE EAST ABUTMENT, TWO STEPS
 NB0492'FROM THE TOP, 75 FT. WEST OF THE WATER TOWER AT CAYUGA JUNCTION,
 NB0492'100 FT. WEST OF THE JUNCTION OF LINE TO CAYUGA TO THE LINE TO ITHACA,
 NB0492'8 FT. SOUTH OF THE TRACK AND, 4 FT. BELOW THE BASE OF THE RAIL.
 NB0492
 NB0492                          STATION RECOVERY (1982)
 NB0492
 NB0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0492'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.
 NB0492'3.7 KM (2.3 MI) NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 NB0492'OFFICE IN UNION SPRINGS, THENCE 0.4 KM (0.25 MI) WEST ALONG
 NB0492'AN ABANDONED RAILROAD BED TO THE MARK ON THE LEFT, AFTER A
 NB0492'Y-JUNCTION OF ANOTHER ABANDONED RAILROAD BED.  (NOTE--TRACKS
 NB0492'HAVE BEEN REMOVED FROM BOTH RAILROAD LINES).  IN TOP OF THE
 NB0492'SOUTH END OF THE EAST ABUTMENT OF A BRIDGE, 2 STEPS FROM THE
 NB0492'TOP, 3.05 METERS (10.0 FT) SOUTH OF THE CENTER OF THE ABANDONED
 NB0492'RAILROAD BED, 1.21 METERS (4.0 FT) BELOW THE ABANDONED
 NB0492'RAILROAD BED.
 NB0492
 NB0492                          STATION RECOVERY (1985)
 NB0492
 NB0492'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0492'MARK NOT FOUND.
 NB0492
 NB0492                          STATION RECOVERY (1985)
 NB0492
 NB0492'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0492'MARK NOT FOUND.
 NB0492
 NB0492                          STATION RECOVERY (1994)
 NB0492
 NB0492'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB0492'MARK NOT FOUND.
 NB0492
 NB0492                          STATION RECOVERY (2001)
 NB0492
 NB0492'RECOVERY NOTE BY US POWER SQUADRON 2001 (RS)
 NB0492'MARK NOT FOUND.
 NB0492
 NB0492                          STATION RECOVERY (2002)
 NB0492
 NB0492'RECOVERY NOTE BY NEW YORK STATE ENGINEER AND SURVEYOR 2002 (RLC)
 NB0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0365 ***********************************************************************
 OG0365  DESIGNATION -  E 410
 OG0365  PID         -  OG0365
 OG0365  STATE/COUNTY-  NY/NIAGARA
 OG0365  USGS QUAD   -  
 OG0365
 OG0365                         *CURRENT SURVEY CONTROL
 OG0365  ___________________________________________________________________
 OG0365* NAD 83(1986)-  43 04 08.     (N)    078 55 53.     (W)     SCALED    
 OG0365* NAVD 88     -       175.064  (meters)     574.36   (feet)  ADJUSTED  
 OG0365  ___________________________________________________________________
 OG0365  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OG0365  DYNAMIC HT  -         175.020 (meters)     574.21  (feet)  COMP
 OG0365  MODELED GRAV-     980,366.7   (mgal)                       NAVD 88
 OG0365
 OG0365  VERT ORDER  -  FIRST     CLASS 0
 OG0365
 OG0365.The horizontal coordinates were scaled from a topographic map and have
 OG0365.an estimated accuracy of +/- 6 seconds.
 OG0365
 OG0365.The orthometric height was determined by differential leveling
 OG0365.and adjusted by the National Geodetic Survey in June 1991..
 OG0365
 OG0365.The geoid height was determined by GEOID03.
 OG0365
 OG0365.The dynamic height is computed by dividing the NAVD 88
 OG0365.geopotential number by the normal gravity value computed on the
 OG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0365.degrees latitude (g = 980.6199 gals.).
 OG0365
 OG0365.The modeled gravity was interpolated from observed gravity values.
 OG0365
 OG0365;                    North         East    Units  Estimated Accuracy
 OG0365;SPC NY W     -   340,880.      321,650.      MT  (+/- 180 meters Scaled)
 OG0365
 OG0365                          SUPERSEDED SURVEY CONTROL
 OG0365
 OG0365  NGVD 29 (??/??/92)  175.237  (m)          574.92   (f) ADJ UNCH    1 0
 OG0365
 OG0365.Superseded values are not recommended for survey control.
 OG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0365.See file dsdata.txt to determine how the superseded data were derived.
 OG0365
 OG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH684705(NAD 83)
 OG0365_MARKER: DB = BENCH MARK DISK
 OG0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0365_SP_SET: FOUNDATION
 OG0365_STAMPING: E 410 1977
 OG0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0365
 OG0365  HISTORY     - Date     Condition        Report By
 OG0365  HISTORY     - 1977     MONUMENTED       NGS
 OG0365  HISTORY     - 19970827 GOOD             FA
 OG0365
 OG0365                          STATION DESCRIPTION
 OG0365
 OG0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0365'3.2 MI SE FROM NIAGARA FALLS.
 OG0365'1.6 MILES ALONG BUFFFALO AVENUE AND STATE HIGHWAY 384 TO THE
 OG0365'JUNCTION OF STATE HIGHWAYS 384, 265, AND RIVER ROAD SOUTH, THENCE
 OG0365'1.6 MILES SOUTHEAST ALONG 384, SET IN BASE OF FLAG POLE AT THE
 OG0365'RIVER ROAD YOUTH CENTER BUILDING ON NORTH SIDE OF ROAD, 60 FEET
 OG0365'SOUTHWEST OF SOUTHEAST CORNER OF BUILDING, 39 FEET SOUTHEAST OF
 OG0365'SOUTHWEST CORNER OF BUILDING, AND 1 FOOT SOUTHWEST OF FLAG POLE.
 OG0365
 OG0365                          STATION RECOVERY (1997)
 OG0365
 OG0365'RECOVERY NOTE BY FISHER ASSOCIATES 1997 (KR)
 OG0365'STATION DESCRIPTION AS PUBLISHED IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0329 ***********************************************************************
 OG0329  DESIGNATION -  E 411
 OG0329  PID         -  OG0329
 OG0329  STATE/COUNTY-  NY/NIAGARA
 OG0329  USGS QUAD   -  
 OG0329
 OG0329                         *CURRENT SURVEY CONTROL
 OG0329  ___________________________________________________________________
 OG0329* NAD 83(1986)-  43 10 06.     (N)    079 01 48.     (W)     SCALED    
 OG0329* NAVD 88     -       130.011  (meters)     426.54   (feet)  ADJUSTED  
 OG0329  ___________________________________________________________________
 OG0329  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OG0329  DYNAMIC HT  -         129.980 (meters)     426.44  (feet)  COMP
 OG0329  MODELED GRAV-     980,381.4   (mgal)                       NAVD 88
 OG0329
 OG0329  VERT ORDER  -  FIRST     CLASS 0
 OG0329
 OG0329.The horizontal coordinates were scaled from a topographic map and have
 OG0329.an estimated accuracy of +/- 6 seconds.
 OG0329
 OG0329.The orthometric height was determined by differential leveling
 OG0329.and adjusted by the National Geodetic Survey in June 1991..
 OG0329
 OG0329.The geoid height was determined by GEOID03.
 OG0329
 OG0329.The dynamic height is computed by dividing the NAVD 88
 OG0329.geopotential number by the normal gravity value computed on the
 OG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0329.degrees latitude (g = 980.6199 gals.).
 OG0329
 OG0329.The modeled gravity was interpolated from observed gravity values.
 OG0329
 OG0329;                    North         East    Units  Estimated Accuracy
 OG0329;SPC NY W     -   351,970.      313,680.      MT  (+/- 180 meters Scaled)
 OG0329
 OG0329                          SUPERSEDED SURVEY CONTROL
 OG0329
 OG0329.No superseded survey control is available for this station.
 OG0329
 OG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH601813(NAD 83)
 OG0329_MARKER: DB = BENCH MARK DISK
 OG0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0329_SP_SET: OVERPASS
 OG0329_STAMPING: E 411 1977
 OG0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0329
 OG0329  HISTORY     - Date     Condition        Report By
 OG0329  HISTORY     - 1977     MONUMENTED       NGS
 OG0329  HISTORY     - 20020329 GOOD             NYDT
 OG0329
 OG0329                          STATION DESCRIPTION
 OG0329
 OG0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0329'0.7 MI SW FROM LEWISTON.
 OG0329'0.7 MILE SOUTHWEST ALONG LEWISTON ROAD AND STATE HIGHWAY 104 FROM
 OG0329'THE INTERSECTION OF 104 AND 18 JUST EAST OF LEWISTON TO THE FIRST
 OG0329'OVERPASS, SET VERTICALLY IN NORTH WALL OF OVERPASS, 70 FEET
 OG0329'SOUTHWEST OF THE EXTREME NORTHEAST END OF BRIDGE ABUTMENT, AND
 OG0329'15 FEET NORTH OF CENTER OF HIGHWAY.
 OG0329
 OG0329                          STATION RECOVERY (2002)
 OG0329
 OG0329'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (TK)
 OG0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0368 ***********************************************************************
 OG0368  DESIGNATION -  E 412
 OG0368  PID         -  OG0368
 OG0368  STATE/COUNTY-  NY/NIAGARA
 OG0368  USGS QUAD   -  
 OG0368
 OG0368                         *CURRENT SURVEY CONTROL
 OG0368  ___________________________________________________________________
 OG0368* NAD 83(1996)-  43 01 56.55857(N)    078 52 58.16716(W)     ADJUSTED  
 OG0368* NAVD 88     -       175.318  (meters)     575.19   (feet)  ADJUSTED  
 OG0368  ___________________________________________________________________
 OG0368  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OG0368  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OG0368  DYNAMIC HT  -         175.274 (meters)     575.04  (feet)  COMP
 OG0368  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 OG0368
 OG0368  HORZ ORDER  -  THIRD
 OG0368  VERT ORDER  -  FIRST     CLASS 0
 OG0368
 OG0368.The horizontal coordinates were established by classical geodetic methods
 OG0368.and adjusted by the National Geodetic Survey in January 1999..
 OG0368
 OG0368.The orthometric height was determined by differential leveling
 OG0368.and adjusted by the National Geodetic Survey in June 1991..
 OG0368
 OG0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 OG0368
 OG0368.The geoid height was determined by GEOID03.
 OG0368
 OG0368.The dynamic height is computed by dividing the NAVD 88
 OG0368.geopotential number by the normal gravity value computed on the
 OG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0368.degrees latitude (g = 980.6199 gals.).
 OG0368
 OG0368.The modeled gravity was interpolated from observed gravity values.
 OG0368
 OG0368;                    North         East     Units Scale Factor Converg.
 OG0368;SPC NY W     -   336,810.236   325,593.568   MT  0.99994483   -0 12 15.8
 OG0368;SPC NY W     - 1,105,018.25  1,068,218.23   sFT  0.99994483   -0 12 15.8
 OG0368;UTM  17      - 4,766,585.420   672,479.633   MT  0.99996598   +1 26 42.5
 OG0368
 OG0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0368!SPC NY W     -   0.99997806  x   0.99994483  =   0.99992290
 OG0368!UTM  17      -   0.99997806  x   0.99996598  =   0.99994404
 OG0368
 OG0368:                Primary Azimuth Mark                     Grid Az
 OG0368:SPC NY W     -  H 68 NY                                  160 43 41.7
 OG0368:UTM  17      -  H 68 NY                                  159 04 43.4
 OG0368
 OG0368|---------------------------------------------------------------------|
 OG0368| PID    Reference Object                     Distance      Geod. Az  |
 OG0368|                                                           dddmmss.s |
 OG0368| OG0687 H 68 NY                             APPROX. 0.5 KM 1603125.9 |
 OG0368| OG0689 SMITH BOYS INNER HBR N LT           311.678 METERS 16050     |
 OG0368| OG0688 SMITH BOYS INNER HBR S LT           369.068 METERS 16203     |
 OG0368| OG0691 SMITH BOYS TON ISLE N LT            269.237 METERS 16814     |
 OG0368| OG0654 GRAND ISLAND TV STA WUTV MAST       APPROX. 3.7 KM 2570921.2 |
 OG0368|---------------------------------------------------------------------|
 OG0368
 OG0368                          SUPERSEDED SURVEY CONTROL
 OG0368
 OG0368  NAD 83(1986)-  43 01 56.56442(N)    078 52 58.16465(W) AD(       ) 3
 OG0368  NAD 27      -  43 01 56.36000(N)    078 52 59.02964(W) AD(       ) 3
 OG0368  NGVD 29 (??/??/92)  175.491  (m)          575.76   (f) ADJ UNCH    1 0
 OG0368
 OG0368.Superseded values are not recommended for survey control.
 OG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0368.See file dsdata.txt to determine how the superseded data were derived.
 OG0368
 OG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7248066585(NAD 83)
 OG0368_MARKER: DB = BENCH MARK DISK
 OG0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0368_SP_SET: MOORING FOUNDATION
 OG0368_STAMPING: E 412 1977
 OG0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0368
 OG0368  HISTORY     - Date     Condition        Report By
 OG0368  HISTORY     - 1977     MONUMENTED       NGS
 OG0368  HISTORY     - 1982     GOOD             LOCSUR
 OG0368  HISTORY     - 20010331 GOOD             NGS
 OG0368
 OG0368                          STATION DESCRIPTION
 OG0368
 OG0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0368'IN TONAWANDA.
 OG0368'ABOUT 0.4 MILES NORTHWEST ALONG RIVER ROAD FROM THE JUNCTION OF
 OG0368'THE EAST END OF BRIDGE TO TONAWANDA ISLAND AND RIVER ROAD, SET IN
 OG0368'TOP OF A MOORING FOUNDATION, ABOUT 2 FEET WIDE AND 45 FEET LONG
 OG0368'AT RIVER BANK ACROSS ROAD FROM THE TONAWANDA NEWS BUILDING ABOUT
 OG0368'150 FEET WEST OF CENTER OF ROAD, 107 FEET NORTHWEST OF THE NORTHEAST
 OG0368'CORNER OF SNYDER MARINE BUILDING, AND 3 FEET SOUTH OF THE NORTH END
 OG0368'OF THE LANDING.
 OG0368
 OG0368                          STATION RECOVERY (1982)
 OG0368
 OG0368'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OG0368'41.50 FEET EAST FORM NOS STA. H 68 NY CROSS ON SIDEWALK, MARK IS ON 2
 OG0368'VERTICAL CONCRETE ABUTMENT ON NORTHEAST CORNER OF BRIDGE. NOW KNOW AS
 OG0368'THE FREDERICK B. BURKEE MEMORIAL BRIDGE JUST WEST OF PLAGUE
 OG0368'PEDICATING BRIDGE.
 OG0368
 OG0368                          STATION RECOVERY (2001)
 OG0368
 OG0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OG0368'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2075 ***********************************************************************
 LY2075  DESIGNATION -  E 415
 LY2075  PID         -  LY2075
 LY2075  STATE/COUNTY-  NY/ORANGE
 LY2075  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2075
 LY2075                         *CURRENT SURVEY CONTROL
 LY2075  ___________________________________________________________________
 LY2075* NAD 83(1986)-  41 25 17.     (N)    074 37 47.     (W)     SCALED    
 LY2075* NAVD 88     -       146.155  (meters)     479.51   (feet)  ADJUSTED  
 LY2075  ___________________________________________________________________
 LY2075  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY2075  DYNAMIC HT  -         146.094 (meters)     479.31  (feet)  COMP
 LY2075  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 LY2075
 LY2075  VERT ORDER  -  FIRST     CLASS II
 LY2075
 LY2075.The horizontal coordinates were scaled from a topographic map and have
 LY2075.an estimated accuracy of +/- 6 seconds.
 LY2075
 LY2075.The orthometric height was determined by differential leveling
 LY2075.and adjusted by the National Geodetic Survey in June 1991..
 LY2075
 LY2075.The geoid height was determined by GEOID03.
 LY2075
 LY2075.The dynamic height is computed by dividing the NAVD 88
 LY2075.geopotential number by the normal gravity value computed on the
 LY2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2075.degrees latitude (g = 980.6199 gals.).
 LY2075
 LY2075.The modeled gravity was interpolated from observed gravity values.
 LY2075
 LY2075;                    North         East    Units  Estimated Accuracy
 LY2075;SPC NY E     -   287,350.      139,160.      MT  (+/- 180 meters Scaled)
 LY2075
 LY2075                          SUPERSEDED SURVEY CONTROL
 LY2075
 LY2075.No superseded survey control is available for this station.
 LY2075
 LY2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL309856(NAD 83)
 LY2075_MARKER: DB = BENCH MARK DISK
 LY2075_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2075_SP_SET: STAINLESS STEEL ROD
 LY2075_STAMPING: E 415 1978
 LY2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2075
 LY2075  HISTORY     - Date     Condition        Report By
 LY2075  HISTORY     - 1978     MONUMENTED       NGS
 LY2075  HISTORY     - 1987     GOOD             USPSQD
 LY2075
 LY2075                          STATION DESCRIPTION
 LY2075
 LY2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2075'IN HUGUENOT.
 LY2075'200 FEET NORTHEAST AND ACROSS HIGHWAY 209 FROM THE POST OFFICE AT
 LY2075'HUGUENOT, 22.5 FEET EAST OF THE CENTER LINE OF 209, 7 FEET NORTH
 LY2075'OF A GUY WIRE, 2.5 FEET SOUTH OF POWER POLE NUMBER JP 2933.
 LY2075
 LY2075                          STATION RECOVERY (1987)
 LY2075
 LY2075'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2050 ***********************************************************************
 LY2050  DESIGNATION -  E 416
 LY2050  PID         -  LY2050
 LY2050  STATE/COUNTY-  NY/ORANGE
 LY2050  USGS QUAD   -  MAYBROOK (1981)
 LY2050
 LY2050                         *CURRENT SURVEY CONTROL
 LY2050  ___________________________________________________________________
 LY2050* NAD 83(1986)-  41 29 41.     (N)    074 12 32.     (W)     SCALED    
 LY2050* NAVD 88     -       117.601  (meters)     385.83   (feet)  ADJUSTED  
 LY2050  ___________________________________________________________________
 LY2050  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY2050  DYNAMIC HT  -         117.556 (meters)     385.68  (feet)  COMP
 LY2050  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 LY2050
 LY2050  VERT ORDER  -  FIRST     CLASS II
 LY2050
 LY2050.The horizontal coordinates were scaled from a topographic map and have
 LY2050.an estimated accuracy of +/- 6 seconds.
 LY2050
 LY2050.The orthometric height was determined by differential leveling
 LY2050.and adjusted by the National Geodetic Survey in June 1991..
 LY2050
 LY2050.The geoid height was determined by GEOID03.
 LY2050
 LY2050.The dynamic height is computed by dividing the NAVD 88
 LY2050.geopotential number by the normal gravity value computed on the
 LY2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2050.degrees latitude (g = 980.6199 gals.).
 LY2050
 LY2050.The modeled gravity was interpolated from observed gravity values.
 LY2050
 LY2050;                    North         East    Units  Estimated Accuracy
 LY2050;SPC NY E     -   295,530.      174,310.      MT  (+/- 180 meters Scaled)
 LY2050
 LY2050                          SUPERSEDED SURVEY CONTROL
 LY2050
 LY2050.No superseded survey control is available for this station.
 LY2050
 LY2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL660939(NAD 83)
 LY2050_MARKER: DB = BENCH MARK DISK
 LY2050_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2050_SP_SET: STAINLESS STEEL ROD
 LY2050_STAMPING: E 416 1978
 LY2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2050
 LY2050  HISTORY     - Date     Condition        Report By
 LY2050  HISTORY     - 1978     MONUMENTED       NGS
 LY2050  HISTORY     - 19940714 MARK NOT FOUND   USPSQD
 LY2050  HISTORY     - 19950729 MARK NOT FOUND   USPSQD
 LY2050
 LY2050                          STATION DESCRIPTION
 LY2050
 LY2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2050'1.0 MI NE FROM MAYBROOK.
 LY2050'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 208 FROM THE POST OFFICE
 LY2050'IN MAYBROOK TO THE MARK ON THE RIGHT, 41 FEET SOUTHWEST OF POLE
 LY2050'NUMBER H40107 WITH GUY WIRE, 24 FEET SOUTHEAST OF THE CENTER LINE
 LY2050'OF HIGHWAY, 2 FEET SOUTHEAST OF POWER POLE NUMBER 41812 WITH GUY
 LY2050'WIRE.  ROD DRIVEN TO REFUSAL.
 LY2050
 LY2050                          STATION RECOVERY (1994)
 LY2050
 LY2050'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2050'MARK NOT FOUND.
 LY2050
 LY2050                          STATION RECOVERY (1995)
 LY2050
 LY2050'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0714 ***********************************************************************
 MZ0714  DESIGNATION -  E 42
 MZ0714  PID         -  MZ0714
 MZ0714  STATE/COUNTY-  NY/RENSSELAER
 MZ0714  USGS QUAD   -  KINDERHOOK (1980)
 MZ0714
 MZ0714                         *CURRENT SURVEY CONTROL
 MZ0714  ___________________________________________________________________
 MZ0714* NAD 83(1986)-  42 28 17.     (N)    073 41 15.     (W)     SCALED    
 MZ0714* NAVD 88     -        86.591  (meters)     284.09   (feet)  ADJUSTED  
 MZ0714  ___________________________________________________________________
 MZ0714  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ0714  DYNAMIC HT  -          86.564 (meters)     284.00  (feet)  COMP
 MZ0714  MODELED GRAV-     980,306.3   (mgal)                       NAVD 88
 MZ0714
 MZ0714  VERT ORDER  -  FIRST     CLASS II
 MZ0714
 MZ0714.The horizontal coordinates were scaled from a topographic map and have
 MZ0714.an estimated accuracy of +/- 6 seconds.
 MZ0714
 MZ0714.The orthometric height was determined by differential leveling
 MZ0714.and adjusted by the National Geodetic Survey in June 1991..
 MZ0714
 MZ0714.The geoid height was determined by GEOID03.
 MZ0714
 MZ0714.The dynamic height is computed by dividing the NAVD 88
 MZ0714.geopotential number by the normal gravity value computed on the
 MZ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0714.degrees latitude (g = 980.6199 gals.).
 MZ0714
 MZ0714.The modeled gravity was interpolated from observed gravity values.
 MZ0714
 MZ0714;                    North         East    Units  Estimated Accuracy
 MZ0714;SPC NY E     -   404,280.      216,810.      MT  (+/- 180 meters Scaled)
 MZ0714
 MZ0714                          SUPERSEDED SURVEY CONTROL
 MZ0714
 MZ0714  NGVD 29 (??/??/92)   86.796  (m)          284.76   (f) ADJ UNCH    1 2
 MZ0714
 MZ0714.Superseded values are not recommended for survey control.
 MZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0714.See file dsdata.txt to determine how the superseded data were derived.
 MZ0714
 MZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN078029(NAD 83)
 MZ0714_MARKER: DB = BENCH MARK DISK
 MZ0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0714_SP_SET: PARAPET
 MZ0714_STAMPING: E 42 1933
 MZ0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0714
 MZ0714  HISTORY     - Date     Condition        Report By
 MZ0714  HISTORY     - 1933     MONUMENTED       CGS
 MZ0714  HISTORY     - 1980     POOR             NGS
 MZ0714
 MZ0714                          STATION DESCRIPTION
 MZ0714
 MZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MZ0714'2.9 MI E FROM VAN HOESEN.
 MZ0714'ON THE B AND A R R. 700 FT. EAST OF THE POST ROAD (B AND A STATION).
 MZ0714'AT THE INTERSECTION OF U.S. ROUTE NO. 9 WITH THE B AND A TRACKS. ON B
 MZ0714'AND A BRIDGE NO. 187.25. 4 FT. WEST OF THE EASTERN END OF THE SOUTH
 MZ0714'CONCRETE PARAPET. 20 FT. SOUTH OF THE EAST BOUND TRACKS. LEVEL WITH
 MZ0714'TOP OF RAIL.
 MZ0714
 MZ0714                          STATION RECOVERY (1980)
 MZ0714
 MZ0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MZ0714'RECOVERED IN POOR CONDITION AS THE CONCRETE OF THE HEADWALL IS CRACKED
 MZ0714'AROUND THE MARK.
 MZ0714'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1818 ***********************************************************************
 NA1818  DESIGNATION -  E 437
 NA1818  PID         -  NA1818
 NA1818  STATE/COUNTY-  NY/DELAWARE
 NA1818  USGS QUAD   -  DEPOSIT (1965)
 NA1818
 NA1818                         *CURRENT SURVEY CONTROL
 NA1818  ___________________________________________________________________
 NA1818* NAD 83(1986)-  42 02 39.     (N)    075 24 49.     (W)     SCALED    
 NA1818* NAVD 88     -       312.443  (meters)    1025.07   (feet)  ADJUSTED  
 NA1818  ___________________________________________________________________
 NA1818  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 NA1818  DYNAMIC HT  -         312.328 (meters)    1024.70  (feet)  COMP
 NA1818  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 NA1818
 NA1818  VERT ORDER  -  FIRST     CLASS II
 NA1818
 NA1818.The horizontal coordinates were scaled from a topographic map and have
 NA1818.an estimated accuracy of +/- 6 seconds.
 NA1818
 NA1818.The orthometric height was determined by differential leveling
 NA1818.and adjusted by the National Geodetic Survey in June 1991..
 NA1818
 NA1818.The geoid height was determined by GEOID03.
 NA1818
 NA1818.The dynamic height is computed by dividing the NAVD 88
 NA1818.geopotential number by the normal gravity value computed on the
 NA1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1818.degrees latitude (g = 980.6199 gals.).
 NA1818
 NA1818.The modeled gravity was interpolated from observed gravity values.
 NA1818
 NA1818;                    North         East    Units  Estimated Accuracy
 NA1818;SPC NY E     -   356,910.       74,370.      MT  (+/- 180 meters Scaled)
 NA1818
 NA1818                          SUPERSEDED SURVEY CONTROL
 NA1818
 NA1818.No superseded survey control is available for this station.
 NA1818
 NA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM657547(NAD 83)
 NA1818_MARKER: DB = BENCH MARK DISK
 NA1818_SETTING: 66 = SET IN ROCK OUTCROP
 NA1818_SP_SET: ROCK OUTCROP
 NA1818_STAMPING: E 437 1978
 NA1818_MARK LOGO: NGS   
 NA1818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1818+STABILITY: POSITION/ELEVATION WELL
 NA1818
 NA1818  HISTORY     - Date     Condition        Report By
 NA1818  HISTORY     - 1978     MONUMENTED       NGS
 NA1818  HISTORY     - 1982     GOOD             NGS
 NA1818  HISTORY     - 1982     GOOD             NGS
 NA1818
 NA1818                          STATION DESCRIPTION
 NA1818
 NA1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1818'0.8 KM (0.5 MI) SOUTH FROM DEPOSIT.
 NA1818'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 NA1818'STATE HIGHWAY 10 IN DEPOSIT TO THE MARK ON THE LEFT, IN BEDROCK,
 NA1818'14.63 METERS (48.0 FT) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 NA1818'OF THE HIGHWAY, 27.43 METERS (90.0 FT) SOUTH OF MI MARKER 17 9308 1010
 NA1818'AND 4.26 METERS (14.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A STORM
 NA1818'DRAIN WITH STEEL GATE TOP.
 NA1818'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 NA1818
 NA1818                          STATION RECOVERY (1982)
 NA1818
 NA1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NA1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2254 ***********************************************************************
 LY2254  DESIGNATION -  E 439
 LY2254  PID         -  LY2254
 LY2254  STATE/COUNTY-  NY/ORANGE
 LY2254  USGS QUAD   -  SLOATSBURG (1955)
 LY2254
 LY2254                         *CURRENT SURVEY CONTROL
 LY2254  ___________________________________________________________________
 LY2254* NAD 83(1986)-  41 14 45.     (N)    074 12 53.     (W)     SCALED    
 LY2254* NAVD 88     -       222.730  (meters)     730.74   (feet)  ADJUSTED  
 LY2254  ___________________________________________________________________
 LY2254  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY2254  DYNAMIC HT  -         222.636 (meters)     730.43  (feet)  COMP
 LY2254  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 LY2254
 LY2254  VERT ORDER  -  FIRST     CLASS II
 LY2254
 LY2254.The horizontal coordinates were scaled from a topographic map and have
 LY2254.an estimated accuracy of +/- 6 seconds.
 LY2254
 LY2254.The orthometric height was determined by differential leveling
 LY2254.and adjusted by the National Geodetic Survey in June 1991..
 LY2254
 LY2254.The geoid height was determined by GEOID03.
 LY2254
 LY2254.The dynamic height is computed by dividing the NAVD 88
 LY2254.geopotential number by the normal gravity value computed on the
 LY2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2254.degrees latitude (g = 980.6199 gals.).
 LY2254
 LY2254.The modeled gravity was interpolated from observed gravity values.
 LY2254
 LY2254;                    North         East    Units  Estimated Accuracy
 LY2254;SPC NY E     -   267,890.      173,910.      MT  (+/- 180 meters Scaled)
 LY2254
 LY2254                          SUPERSEDED SURVEY CONTROL
 LY2254
 LY2254  NGVD 29 (??/??/92)  223.036  (m)          731.74   (f) ADJ UNCH    1 2
 LY2254
 LY2254.Superseded values are not recommended for survey control.
 LY2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2254.See file dsdata.txt to determine how the superseded data were derived.
 LY2254
 LY2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL657663(NAD 83)
 LY2254_MARKER: DB = BENCH MARK DISK
 LY2254_SETTING: 66 = SET IN ROCK OUTCROP
 LY2254_SP_SET: ROCK OUTCROP
 LY2254_STAMPING: E 439 1979
 LY2254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2254+STABILITY: POSITION/ELEVATION WELL
 LY2254
 LY2254  HISTORY     - Date     Condition        Report By
 LY2254  HISTORY     - 1979     MONUMENTED       NGS
 LY2254  HISTORY     - 1989     GOOD             USPSQD
 LY2254
 LY2254                          STATION DESCRIPTION
 LY2254
 LY2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2254'3.1 MI SW FROM SOUTHFIELDS.
 LY2254'1.1 MILES SOUTHWEST ALONG STATE ROUTE 17 FROM THE ERIE RAILROAD
 LY2254'STATION AT SOUTHFIELDS, THENCE 2.0 MILES WEST ALONG STATE ROUTE 17A,
 LY2254'ABOUT 100 YARDS EAST OF A POINT WHERE THE DIVIDED HIGHWAY CHANGES
 LY2254'TO TWO LANES, 75.0 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND
 LY2254'LANE, 31.8 FEET WEST OF POWER POLE 45, 320.0 FEET EAST OF THE WEST
 LY2254'END OF A METAL HIGHWAY DIVIDER BARRIER, IN THE TOP OF A 7 BY 16-FOOT
 LY2254'ROCK OUTCROP, 3 FEET ABOVE GROUND.
 LY2254'THE MARK IS 2 FT ABOVE HIGHWAY.
 LY2254
 LY2254                          STATION RECOVERY (1989)
 LY2254
 LY2254'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 LY2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1769 ***********************************************************************
 KU1769  DESIGNATION -  E 44
 KU1769  PID         -  KU1769
 KU1769  STATE/COUNTY-  NY/KINGS
 KU1769  USGS QUAD   -  BROOKLYN (1979)
 KU1769
 KU1769                         *CURRENT SURVEY CONTROL
 KU1769  ___________________________________________________________________
 KU1769* NAD 83(1986)-  40 42 02.     (N)    073 59 30.     (W)     SCALED    
 KU1769* NAVD 88     -        15.142  (meters)      49.68   (feet)  ADJUSTED  
 KU1769  ___________________________________________________________________
 KU1769  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KU1769  DYNAMIC HT  -          15.137 (meters)      49.66  (feet)  COMP
 KU1769  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 KU1769
 KU1769  VERT ORDER  -  FIRST     CLASS II
 KU1769
 KU1769.The horizontal coordinates were scaled from a topographic map and have
 KU1769.an estimated accuracy of +/- 6 seconds.
 KU1769
 KU1769.The orthometric height was determined by differential leveling
 KU1769.and adjusted by the National Geodetic Survey in June 1991..
 KU1769.WARNING-Repeat measurements at this control monument indicate possible
 KU1769.vertical movement.
 KU1769
 KU1769.The geoid height was determined by GEOID03.
 KU1769
 KU1769.The dynamic height is computed by dividing the NAVD 88
 KU1769.geopotential number by the normal gravity value computed on the
 KU1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1769.degrees latitude (g = 980.6199 gals.).
 KU1769
 KU1769.The modeled gravity was interpolated from observed gravity values.
 KU1769
 KU1769;                    North         East    Units  Estimated Accuracy
 KU1769;SPC NY L     -    59,290.      300,700.      MT  (+/- 180 meters Scaled)
 KU1769
 KU1769                          SUPERSEDED SURVEY CONTROL
 KU1769
 KU1769  NGVD 29 (??/??/92)   15.480  (m)           50.79   (f) ADJ UNCH    1 2
 KU1769
 KU1769.Superseded values are not recommended for survey control.
 KU1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1769.See file dsdata.txt to determine how the superseded data were derived.
 KU1769
 KU1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL851060(NAD 83)
 KU1769_MARKER: DB = BENCH MARK DISK
 KU1769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1769_SP_SET: BUILDING
 KU1769_STAMPING: E 44 1934
 KU1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1769
 KU1769  HISTORY     - Date     Condition        Report By
 KU1769  HISTORY     - 1934     MONUMENTED       CGS
 KU1769  HISTORY     - 1952     GOOD             NGS
 KU1769  HISTORY     - 20051219 MARK NOT FOUND   GEOCAC
 KU1769
 KU1769                          STATION DESCRIPTION
 KU1769
 KU1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU1769'AT NEW YORK.
 KU1769'AT NEW YORK, IN BOROUGH OF BROOKLYN, LOCATED ALONG HENRY STREET
 KU1769'BETWEEN FULTON AND POPLAR STREETS, SET VERTICALLY IN EAST FACE
 KU1769'OF HENRY HOUSE HOTEL AT NO. 6 HENRY STREET, 7 FEET NORTH OF
 KU1769'CENTER OF SOUTH MOST ENTRANCE ON EAST SIDE OF BUILDING AND 4 FEET
 KU1769'ABOVE SIDE WALK.
 KU1769
 KU1769                          STATION RECOVERY (2005)
 KU1769
 KU1769'RECOVERY NOTE BY GEOCACHING 2005 (RG)
 KU1769'THE MARK WAS NOT FOUND.
 KU1769' 
 KU1769'THE HENRY STREET HOTEL WAS FOUND. THERE ARE NO LONGER ANY ENTRANCES ON
 KU1769'THE EAST SIDE OF THE STRUCTURE.  HOWEVER, TWO WINDOWS AT THE SOUTH END
 KU1769'OF THE EAST SIDE MAY HAVE BEEN CONVERTED FROM ENTRANCES.  THERE IS A
 KU1769'ROUND SPOT ON THE BRICK WALL NORTH OF THE SECOND WINDOW WHICH
 KU1769'RESEMBLES THE PLACE WHERE A DISK MAY HAVE BEEN MOUNTED.
 KU1769' 
 KU1769'DUE TO THE UNCERTAINTIES IN THE EXISTING CONDITIONS WITH RESPECT TO
 KU1769'THE ORIGINAL DESCRIPTION, NO RECOVERY WAS POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1325 ***********************************************************************
 MZ1325  DESIGNATION -  E 441
 MZ1325  PID         -  MZ1325
 MZ1325  STATE/COUNTY-  NY/COLUMBIA
 MZ1325  USGS QUAD   -  CANAAN (1975)
 MZ1325
 MZ1325                         *CURRENT SURVEY CONTROL
 MZ1325  ___________________________________________________________________
 MZ1325* NAD 83(1986)-  42 27 58.     (N)    073 24 47.     (W)     SCALED    
 MZ1325* NAVD 88     -       208.884  (meters)     685.31   (feet)  ADJUSTED  
 MZ1325  ___________________________________________________________________
 MZ1325  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 MZ1325  DYNAMIC HT  -         208.811 (meters)     685.07  (feet)  COMP
 MZ1325  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 MZ1325  OBS GRAVITY -     980,278.7   (mgal)                       GRAV_OBS
 MZ1325
 MZ1325  VERT ORDER  -  FIRST     CLASS II
 MZ1325
 MZ1325.The horizontal coordinates were scaled from a topographic map and have
 MZ1325.an estimated accuracy of +/- 6 seconds.
 MZ1325
 MZ1325.The orthometric height was determined by differential leveling
 MZ1325.and adjusted by the National Geodetic Survey in June 1991..
 MZ1325
 MZ1325.The geoid height was determined by GEOID03.
 MZ1325
 MZ1325.The dynamic height is computed by dividing the NAVD 88
 MZ1325.geopotential number by the normal gravity value computed on the
 MZ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1325.degrees latitude (g = 980.6199 gals.).
 MZ1325
 MZ1325.The modeled gravity was interpolated from observed gravity values.
 MZ1325.The observed gravity was obtained from relative gravimeter ties
 MZ1325.to the IGSN71 gravity network.
 MZ1325
 MZ1325;                    North         East    Units  Estimated Accuracy
 MZ1325;SPC NY E     -   403,940.      239,390.      MT  (+/- 180 meters Scaled)
 MZ1325
 MZ1325                          SUPERSEDED SURVEY CONTROL
 MZ1325
 MZ1325.No superseded survey control is available for this station.
 MZ1325
 MZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN304027(NAD 83)
 MZ1325_MARKER: I = METAL ROD
 MZ1325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1325_SP_SET: STAINLESS STEEL ROD
 MZ1325_STAMPING: E 441 1980
 MZ1325_MARK LOGO: NGS   
 MZ1325_PROJECTION: FLUSH
 MZ1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1325_ROD/PIPE-DEPTH: 4.5  meters
 MZ1325
 MZ1325  HISTORY     - Date     Condition        Report By
 MZ1325  HISTORY     - 1980     MONUMENTED       NGS
 MZ1325  HISTORY     - 1982     GOOD             NGS
 MZ1325
 MZ1325                          STATION DESCRIPTION
 MZ1325
 MZ1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1325'1.35 KM (0.85 MI) WEST FROM NEW LEBANON.
 MZ1325'1.35 KILOMETERS (0.85 MILE) WEST ALONG US HIGHWAY 20 FROM THE JUNCTION
 MZ1325'OF STATE HIGHWAY 22 SOUTH IN NEW LEBANON, ALSO 0.90 KILOMETER (0.55
 MZ1325'MILE) EAST ALON US HIGHWAY 20 FROM MILL ROAD IN NEW LEBANON CENTER,
 MZ1325'6.56 METERS (21.5 FEET) EAST-SOUTHEAST OF THE SOUTHEAST END OF THE
 MZ1325'NORTHWEST CONCRETE CULVERT, 7.93 METERS (26.0 FEET) SOUTH-SOUTHWEST OF
 MZ1325'THE CENTER LINE OF THE HIGHWAY, 0.85 METER (2.8 FEET) WEST-NORTHWEST
 MZ1325'OF UTILITY POLE 7429.
 MZ1325'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 MZ1325'REFUSAL AT 4.5 METERS.
 MZ1325'THE MARK IS 0.8 METERS  ESE FROM A WITNESS POST.
 MZ1325
 MZ1325                          STATION RECOVERY (1982)
 MZ1325
 MZ1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MZ1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1301 ***********************************************************************
 MZ1301  DESIGNATION -  E 442
 MZ1301  PID         -  MZ1301
 MZ1301  STATE/COUNTY-  NY/RENSSELAER
 MZ1301  USGS QUAD   -  EAST GREENBUSH (1980)
 MZ1301
 MZ1301                         *CURRENT SURVEY CONTROL
 MZ1301  ___________________________________________________________________
 MZ1301* NAD 83(1986)-  42 36 34.     (N)    073 43 32.     (W)     SCALED    
 MZ1301* NAVD 88     -        76.144  (meters)     249.82   (feet)  ADJUSTED  
 MZ1301  ___________________________________________________________________
 MZ1301  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 MZ1301  DYNAMIC HT  -          76.122 (meters)     249.74  (feet)  COMP
 MZ1301  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 MZ1301
 MZ1301  VERT ORDER  -  FIRST     CLASS II
 MZ1301
 MZ1301.The horizontal coordinates were scaled from a topographic map and have
 MZ1301.an estimated accuracy of +/- 6 seconds.
 MZ1301
 MZ1301.The orthometric height was determined by differential leveling
 MZ1301.and adjusted by the National Geodetic Survey in June 1991..
 MZ1301
 MZ1301.The geoid height was determined by GEOID03.
 MZ1301
 MZ1301.The dynamic height is computed by dividing the NAVD 88
 MZ1301.geopotential number by the normal gravity value computed on the
 MZ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1301.degrees latitude (g = 980.6199 gals.).
 MZ1301
 MZ1301.The modeled gravity was interpolated from observed gravity values.
 MZ1301
 MZ1301;                    North         East    Units  Estimated Accuracy
 MZ1301;SPC NY E     -   419,580.      213,540.      MT  (+/- 180 meters Scaled)
 MZ1301
 MZ1301                          SUPERSEDED SURVEY CONTROL
 MZ1301
 MZ1301.No superseded survey control is available for this station.
 MZ1301
 MZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN045182(NAD 83)
 MZ1301_MARKER: I = METAL ROD
 MZ1301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1301_SP_SET: STAINLESS STEEL ROD
 MZ1301_STAMPING: E 442 1980
 MZ1301_MARK LOGO: NGS   
 MZ1301_PROJECTION: FLUSH
 MZ1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1301_ROD/PIPE-DEPTH: 24.4 meters
 MZ1301
 MZ1301  HISTORY     - Date     Condition        Report By
 MZ1301  HISTORY     - 1980     MONUMENTED       NGS
 MZ1301
 MZ1301                          STATION DESCRIPTION
 MZ1301
 MZ1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MZ1301'0.9 KM (0.55 MI) NW FROM SHERWOOD PARK.
 MZ1301'0.9 KILOMETER (0.55 MI) NORTHWEST ALONG US HIGHWAY 20 FROM THE
 MZ1301'JUNCTION OF PHILLIPS ROAD IN SHERWOOD PARK, 1.3 KILOMETERS (0.8 MILE)
 MZ1301'SOUTHEAST ALONG US HIGHWAY 20 FROM THE JUNCTION OF SHERWOOD AVENUE IN
 MZ1301'CLINTON HEIGHTS, AT THE NORTH CORNER OF THE PROPERTY OF THE SALS
 MZ1301'BARBER SHOP, 13.11 METERS (43.0 FEET) WEST-SOUTHWEST OF THE CENTER
 MZ1301'LINE OF THE HIGHWAY, 2.53 METERS (8.3 FEET) WEST-SOUTHWEST OF UTILITY
 MZ1301'POLE 0701, 0.27 METER (0.9 FOOT) SOUTH-SOUTHEAST OF A 4-FOOT CHAIN
 MZ1301'LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1420 ***********************************************************************
 MZ1420  DESIGNATION -  E 443
 MZ1420  PID         -  MZ1420
 MZ1420  STATE/COUNTY-  NY/ALBANY
 MZ1420  USGS QUAD   -  TROY SOUTH (1980)
 MZ1420
 MZ1420                         *CURRENT SURVEY CONTROL
 MZ1420  ___________________________________________________________________
 MZ1420* NAD 83(1986)-  42 43 57.     (N)    073 42 37.     (W)     SCALED    
 MZ1420* NAVD 88     -        14.266  (meters)      46.80   (feet)  ADJUSTED  
 MZ1420  ___________________________________________________________________
 MZ1420  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 MZ1420  DYNAMIC HT  -          14.262 (meters)      46.79  (feet)  COMP
 MZ1420  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 MZ1420
 MZ1420  VERT ORDER  -  FIRST     CLASS II
 MZ1420
 MZ1420.The horizontal coordinates were scaled from a topographic map and have
 MZ1420.an estimated accuracy of +/- 6 seconds.
 MZ1420
 MZ1420.The orthometric height was determined by differential leveling
 MZ1420.and adjusted by the National Geodetic Survey in June 1991..
 MZ1420
 MZ1420.The geoid height was determined by GEOID03.
 MZ1420
 MZ1420.The dynamic height is computed by dividing the NAVD 88
 MZ1420.geopotential number by the normal gravity value computed on the
 MZ1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1420.degrees latitude (g = 980.6199 gals.).
 MZ1420
 MZ1420.The modeled gravity was interpolated from observed gravity values.
 MZ1420
 MZ1420;                    North         East    Units  Estimated Accuracy
 MZ1420;SPC NY E     -   433,260.      214,670.      MT  (+/- 180 meters Scaled)
 MZ1420
 MZ1420                          SUPERSEDED SURVEY CONTROL
 MZ1420
 MZ1420.No superseded survey control is available for this station.
 MZ1420
 MZ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN055319(NAD 83)
 MZ1420_MARKER: I = METAL ROD
 MZ1420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1420_SP_SET: STAINLESS STEEL ROD
 MZ1420_STAMPING: E 443 1981
 MZ1420_MARK LOGO: NGS   
 MZ1420_PROJECTION: FLUSH
 MZ1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1420+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 MZ1420_ROD/PIPE-DEPTH: 9.1  meters
 MZ1420
 MZ1420  HISTORY     - Date     Condition        Report By
 MZ1420  HISTORY     - 1981     MONUMENTED       NGS
 MZ1420  HISTORY     - 19981030 GOOD             USPSQD
 MZ1420  HISTORY     - 20010806 GOOD             NGS
 MZ1420  HISTORY     - 20050822 GOOD             NYDT
 MZ1420
 MZ1420                          STATION DESCRIPTION
 MZ1420
 MZ1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1420'IN WATERVLIET.
 MZ1420'IN WATERVLIET, ALONG STATE HIGHWAY 7 IN THE WEST ANGLE OF THE CROSSING
 MZ1420'OF THE DELAWARE AND HUDSON RAILROAD, 4.58 METERS (15.0 FEET) SOUTHWEST
 MZ1420'OF THE SOUTHWEST CURB OF THE HIGHWAY, 6.89 METERS (22.6 FEET)
 MZ1420'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 0.34 METER (1.1 FEET)
 MZ1420'SOUTHEAST OF THE EAST CORNER OF A 6-FOOT CHAIN LINK FENCE.
 MZ1420'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 MZ1420'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MZ1420
 MZ1420                          STATION RECOVERY (1998)
 MZ1420
 MZ1420'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ1420'RECOVERED IN GOOD CONDITION.
 MZ1420
 MZ1420                          STATION RECOVERY (2001)
 MZ1420
 MZ1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 MZ1420'RECOVERED IN GOOD CONDITION.
 MZ1420
 MZ1420                          STATION RECOVERY (2005)
 MZ1420
 MZ1420'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 MZ1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1448 ***********************************************************************
 MZ1448  DESIGNATION -  E 444
 MZ1448  PID         -  MZ1448
 MZ1448  STATE/COUNTY-  NY/SCHENECTADY
 MZ1448  USGS QUAD   -  SCHENECTADY (1980)
 MZ1448
 MZ1448                         *CURRENT SURVEY CONTROL
 MZ1448  ___________________________________________________________________
 MZ1448* NAD 83(1986)-  42 49 38.     (N)    073 57 58.     (W)     SCALED    
 MZ1448* NAVD 88     -        76.201  (meters)     250.00   (feet)  ADJUSTED  
 MZ1448  ___________________________________________________________________
 MZ1448  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 MZ1448  DYNAMIC HT  -          76.180 (meters)     249.93  (feet)  COMP
 MZ1448  MODELED GRAV-     980,348.7   (mgal)                       NAVD 88
 MZ1448
 MZ1448  VERT ORDER  -  FIRST     CLASS II
 MZ1448
 MZ1448.The horizontal coordinates were scaled from a topographic map and have
 MZ1448.an estimated accuracy of +/- 6 seconds.
 MZ1448
 MZ1448.The orthometric height was determined by differential leveling
 MZ1448.and adjusted by the National Geodetic Survey in June 1991..
 MZ1448
 MZ1448.The geoid height was determined by GEOID03.
 MZ1448
 MZ1448.The dynamic height is computed by dividing the NAVD 88
 MZ1448.geopotential number by the normal gravity value computed on the
 MZ1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1448.degrees latitude (g = 980.6199 gals.).
 MZ1448
 MZ1448.The modeled gravity was interpolated from observed gravity values.
 MZ1448
 MZ1448;                    North         East    Units  Estimated Accuracy
 MZ1448;SPC NY E     -   443,620.      193,650.      MT  (+/- 180 meters Scaled)
 MZ1448
 MZ1448                          SUPERSEDED SURVEY CONTROL
 MZ1448
 MZ1448.No superseded survey control is available for this station.
 MZ1448
 MZ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN845421(NAD 83)
 MZ1448_MARKER: I = METAL ROD
 MZ1448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1448_SP_SET: STAINLESS STEEL ROD
 MZ1448_STAMPING: E 444 1981
 MZ1448_MARK LOGO: NGS   
 MZ1448_PROJECTION: FLUSH
 MZ1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1448_ROD/PIPE-DEPTH: 42.6 meters
 MZ1448
 MZ1448  HISTORY     - Date     Condition        Report By
 MZ1448  HISTORY     - 1981     MONUMENTED       NGS
 MZ1448  HISTORY     - 19990505 GOOD             USPSQD
 MZ1448
 MZ1448                          STATION DESCRIPTION
 MZ1448
 MZ1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MZ1448'IN SCOTIA.
 MZ1448'IN SCOTIA, ALONG STATE HIGHWAY 5, ON THE PROPERTY OF THE U.S. POST
 MZ1448'OFFICE, 10.89 METERS (35.7 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 MZ1448'THE HIGHWAY, 3.81 METERS (12.5 FEET) NORTHWEST OF THE NORTHWEST CURB
 MZ1448'OF CENTER STREET, 2.74 METERS (9.0 FEET) EAST-NORTHEAST OF THE SOUTH
 MZ1448'CORNER OF THE POST OFFICE, 1.74 METERS (5.7 FEET) SOUTHEAST OF THE
 MZ1448'SOUTHEAST FACE OF THE POST OFFICE.
 MZ1448'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MZ1448
 MZ1448                          STATION RECOVERY (1999)
 MZ1448
 MZ1448'RECOVERY NOTE BY US POWER SQUADRON 1999
 MZ1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1864 ***********************************************************************
 NA1864  DESIGNATION -  E 445
 NA1864  PID         -  NA1864
 NA1864  STATE/COUNTY-  NY/MONTGOMERY
 NA1864  USGS QUAD   -  FORT PLAIN (1944)
 NA1864
 NA1864                         *CURRENT SURVEY CONTROL
 NA1864  ___________________________________________________________________
 NA1864* NAD 83(1986)-  42 58 33.     (N)    074 38 11.     (W)     SCALED    
 NA1864* NAVD 88     -        97.735  (meters)     320.65   (feet)  ADJUSTED  
 NA1864  ___________________________________________________________________
 NA1864  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 NA1864  DYNAMIC HT  -          97.709 (meters)     320.57  (feet)  COMP
 NA1864  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 NA1864
 NA1864  VERT ORDER  -  FIRST     CLASS II
 NA1864
 NA1864.The horizontal coordinates were scaled from a topographic map and have
 NA1864.an estimated accuracy of +/- 6 seconds.
 NA1864
 NA1864.The orthometric height was determined by differential leveling
 NA1864.and adjusted by the National Geodetic Survey in June 1991..
 NA1864
 NA1864.The geoid height was determined by GEOID03.
 NA1864
 NA1864.The dynamic height is computed by dividing the NAVD 88
 NA1864.geopotential number by the normal gravity value computed on the
 NA1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1864.degrees latitude (g = 980.6199 gals.).
 NA1864
 NA1864.The modeled gravity was interpolated from observed gravity values.
 NA1864
 NA1864;                    North         East    Units  Estimated Accuracy
 NA1864;SPC NY E     -   460,000.      138,880.      MT  (+/- 180 meters Scaled)
 NA1864
 NA1864                          SUPERSEDED SURVEY CONTROL
 NA1864
 NA1864.No superseded survey control is available for this station.
 NA1864
 NA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN296581(NAD 83)
 NA1864_MARKER: DB = BENCH MARK DISK
 NA1864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NA1864_SP_SET: ABUTMENT
 NA1864_STAMPING: E 445 1981
 NA1864_MARK LOGO: NGS   
 NA1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA1864+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 NA1864
 NA1864  HISTORY     - Date     Condition        Report By
 NA1864  HISTORY     - 1981     MONUMENTED       NGS
 NA1864  HISTORY     - 20040730 GOOD             USPSQD
 NA1864
 NA1864                          STATION DESCRIPTION
 NA1864
 NA1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1864'4.4 KM (2.75 MI) SE FROM ST JOHNSVILLE.
 NA1864'4.4 KILOMETERS (2.75 MILES) SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE
 NA1864'POST OFFICE IN ST JOHNSVILLE, TO THE MARK ON THE RIGHT, IN THE
 NA1864'SOUTHWEST END OF THE SOUTHEAST ABUTMENT, ALSO 5.05 KILOMETERS (3.15
 NA1864'MILES) WEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY
 NA1864'80 SOUTH IN NELLISTON, 7.62 METERS (25.0 FEET) SOUTHWEST OF THE CENTER
 NA1864'LINE OF THE HIGHWAY, 0.40 METER (1.3 FEET) SOUTHWEST OF THE SOUTHWEST
 NA1864'METAL RETAINING WALL OF THE BRIDGE, 0.18 METER (0.6 FOOT) NORTHEAST OF
 NA1864'THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT.
 NA1864'THE MARK IS 0.70 METERS  NW FROM A WITNESS POST.
 NA1864'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NA1864
 NA1864                          STATION RECOVERY (2004)
 NA1864
 NA1864'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAS)
 NA1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1614 ***********************************************************************
 OE1614  DESIGNATION -  E 446
 OE1614  PID         -  OE1614
 OE1614  STATE/COUNTY-  NY/HERKIMER
 OE1614  USGS QUAD   -  HERKIMER (1943)
 OE1614
 OE1614                         *CURRENT SURVEY CONTROL
 OE1614  ___________________________________________________________________
 OE1614* NAD 83(1986)-  43 01 33.     (N)    074 56 32.     (W)     SCALED    
 OE1614* NAVD 88     -       151.665  (meters)     497.59   (feet)  ADJUSTED  
 OE1614  ___________________________________________________________________
 OE1614  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 OE1614  DYNAMIC HT  -         151.623 (meters)     497.45  (feet)  COMP
 OE1614  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 OE1614
 OE1614  VERT ORDER  -  FIRST     CLASS II
 OE1614
 OE1614.The horizontal coordinates were scaled from a topographic map and have
 OE1614.an estimated accuracy of +/- 6 seconds.
 OE1614
 OE1614.The orthometric height was determined by differential leveling
 OE1614.and adjusted by the National Geodetic Survey in June 1991..
 OE1614
 OE1614.The geoid height was determined by GEOID03.
 OE1614
 OE1614.The dynamic height is computed by dividing the NAVD 88
 OE1614.geopotential number by the normal gravity value computed on the
 OE1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1614.degrees latitude (g = 980.6199 gals.).
 OE1614
 OE1614.The modeled gravity was interpolated from observed gravity values.
 OE1614
 OE1614;                    North         East    Units  Estimated Accuracy
 OE1614;SPC NY E     -   465,640.      113,960.      MT  (+/- 180 meters Scaled)
 OE1614
 OE1614                          SUPERSEDED SURVEY CONTROL
 OE1614
 OE1614.No superseded survey control is available for this station.
 OE1614
 OE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN047636(NAD 83)
 OE1614_MARKER: I = METAL ROD
 OE1614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OE1614+WITH SETTING: INFORMATION.
 OE1614_SP_SET: SHALLOW SET METAL ROD
 OE1614_STAMPING: E 446 1981
 OE1614_MARK LOGO: NGS   
 OE1614_PROJECTION: FLUSH
 OE1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OE1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OE1614+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 OE1614_ROD/PIPE-DEPTH: 2.7  meters
 OE1614
 OE1614  HISTORY     - Date     Condition        Report By
 OE1614  HISTORY     - 1981     MONUMENTED       NGS
 OE1614  HISTORY     - 19991201 GOOD             JCLS
 OE1614  HISTORY     - 20050915 GOOD             NYDT
 OE1614
 OE1614                          STATION DESCRIPTION
 OE1614
 OE1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OE1614'3.8 KM (2.35 MI) EAST FROM HERKIMER.
 OE1614'3.8 KILOMETERS (2.35 MILES) EAST ALONG STATE HIGHWAY 5 FROM THE
 OE1614'INTERSECTION OF MAIN STREET IN HERKIMER TO THE MOST WESTERLY ENTRANCE
 OE1614'ON THE SOUTH SIDE OF THE SAINT MARYS CEMETERY AND THE MARK ON THE
 OE1614'LEFT, 16.46 METERS (54.0 FEET) NORTH OF THE CENTER LINE OF THE
 OE1614'HIGHWAY, 2.74 METERS (9.0 FEET) EAST OF THE CENTER OF THE ENTRANCE
 OE1614'DRIVE, 0.30 METER (1.0 FOOT) SOUTH OF THE SOUTH FACE OF ROCK PILLAR,
 OE1614'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 OE1614'AND EMBEDDED AT 2.7 METERS.
 OE1614'THE MARK IS 0.60 M BELOW HIGHWAY.
 OE1614
 OE1614                          STATION RECOVERY (1999)
 OE1614
 OE1614'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 OE1614'RECOVERED IN GOOD CONDITION.
 OE1614
 OE1614                          STATION RECOVERY (2005)
 OE1614
 OE1614'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 OE1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1841 ***********************************************************************
 NA1841  DESIGNATION -  E 447
 NA1841  PID         -  NA1841
 NA1841  STATE/COUNTY-  NY/MONTGOMERY
 NA1841  USGS QUAD   -  TRIBES HILL (1980)
 NA1841
 NA1841                         *CURRENT SURVEY CONTROL
 NA1841  ___________________________________________________________________
 NA1841* NAD 83(1986)-  42 56 59.     (N)    074 18 06.     (W)     SCALED    
 NA1841* NAVD 88     -       119.699  (meters)     392.71   (feet)  ADJUSTED  
 NA1841  ___________________________________________________________________
 NA1841  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 NA1841  DYNAMIC HT  -         119.668 (meters)     392.61  (feet)  COMP
 NA1841  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 NA1841
 NA1841  VERT ORDER  -  FIRST     CLASS II
 NA1841
 NA1841.The horizontal coordinates were scaled from a topographic map and have
 NA1841.an estimated accuracy of +/- 6 seconds.
 NA1841
 NA1841.The orthometric height was determined by differential leveling
 NA1841.and adjusted by the National Geodetic Survey in June 1991..
 NA1841
 NA1841.The geoid height was determined by GEOID03.
 NA1841
 NA1841.The dynamic height is computed by dividing the NAVD 88
 NA1841.geopotential number by the normal gravity value computed on the
 NA1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1841.degrees latitude (g = 980.6199 gals.).
 NA1841
 NA1841.The modeled gravity was interpolated from observed gravity values.
 NA1841
 NA1841;                    North         East    Units  Estimated Accuracy
 NA1841;SPC NY E     -   457,110.      166,180.      MT  (+/- 180 meters Scaled)
 NA1841
 NA1841                          SUPERSEDED SURVEY CONTROL
 NA1841
 NA1841.No superseded survey control is available for this station.
 NA1841
 NA1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN569554(NAD 83)
 NA1841_MARKER: I = METAL ROD
 NA1841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NA1841+WITH SETTING: INFORMATION.
 NA1841_SP_SET: SHALLOW SET METAL ROD
 NA1841_STAMPING: E 447 1981
 NA1841_MARK LOGO: NGS   
 NA1841_PROJECTION: FLUSH
 NA1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NA1841+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 NA1841_ROD/PIPE-DEPTH: 2.4  meters
 NA1841
 NA1841  HISTORY     - Date     Condition        Report By
 NA1841  HISTORY     - 1981     MONUMENTED       NGS
 NA1841  HISTORY     - 19990623 GOOD             USPSQD
 NA1841  HISTORY     - 20050902 GOOD             NYDT
 NA1841
 NA1841                          STATION DESCRIPTION
 NA1841
 NA1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NA1841'6.7 KM (4.15 MI) EAST FROM FONDA.
 NA1841'6.7 KILOMETERS (4.15 MILES) EAST ALONG STATE HIGHWAY 5 FROM THE
 NA1841'JUNCTION OF STATE HIGHWAY 30A IN FONDA, TO THE SOUTHWEST END OF A
 NA1841'CABLE GUARDRAIL AND THE MARK ON THE RIGHT, 0.3 KILOMETER (0.2 MILE)
 NA1841'NORTHEAST OF A PAVED ROAD CROSSING, 16.16 METERS (53.0 FEET) SOUTHEAST
 NA1841'OF THE CENTER LINE OF THE HIGHWAY, 7.78 METERS (25.5 FEET) SOUTHEAST
 NA1841'OF THE SOUTH CORNER OF THE CONCRETE MASS WITH ANCHOR BOLTS FOR THE
 NA1841'GUARDRAIL, 0.55 METER (1.8 FEET) NORTHEAST OF A METAL WITNESS POST.
 NA1841'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 NA1841'REFUSAL AND EMBEDDED AT 2.4 METERS.
 NA1841'THE MARK IS 0.40 METERS  SW FROM A WITNESS POST.
 NA1841'THE MARK IS 2.0 M BELOW HIGHWAY.
 NA1841
 NA1841                          STATION RECOVERY (1999)
 NA1841
 NA1841'RECOVERY NOTE BY US POWER SQUADRON 1999
 NA1841'RECOVERED IN GOOD CONDITION.
 NA1841
 NA1841                          STATION RECOVERY (2005)
 NA1841
 NA1841'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (RC)
 NA1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2289 ***********************************************************************
 LY2289  DESIGNATION -  E 449
 LY2289  PID         -  LY2289
 LY2289  STATE/COUNTY-  NY/ORANGE
 LY2289  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY2289
 LY2289                         *CURRENT SURVEY CONTROL
 LY2289  ___________________________________________________________________
 LY2289* NAD 83(1986)-  41 25 54.     (N)    074 44 12.     (W)     SCALED    
 LY2289* NAVD 88     -       213.898  (meters)     701.76   (feet)  ADJUSTED  
 LY2289  ___________________________________________________________________
 LY2289  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY2289  DYNAMIC HT  -         213.810 (meters)     701.48  (feet)  COMP
 LY2289  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 LY2289
 LY2289  VERT ORDER  -  FIRST     CLASS II
 LY2289
 LY2289.The horizontal coordinates were scaled from a topographic map and have
 LY2289.an estimated accuracy of +/- 6 seconds.
 LY2289
 LY2289.The orthometric height was determined by differential leveling
 LY2289.and adjusted by the National Geodetic Survey in June 1991..
 LY2289
 LY2289.The geoid height was determined by GEOID03.
 LY2289
 LY2289.The dynamic height is computed by dividing the NAVD 88
 LY2289.geopotential number by the normal gravity value computed on the
 LY2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2289.degrees latitude (g = 980.6199 gals.).
 LY2289
 LY2289.The modeled gravity was interpolated from observed gravity values.
 LY2289
 LY2289;                    North         East    Units  Estimated Accuracy
 LY2289;SPC NY E     -   288,510.      130,220.      MT  (+/- 180 meters Scaled)
 LY2289
 LY2289                          SUPERSEDED SURVEY CONTROL
 LY2289
 LY2289.No superseded survey control is available for this station.
 LY2289
 LY2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL220867(NAD 83)
 LY2289_MARKER: DB = BENCH MARK DISK
 LY2289_SETTING: 66 = SET IN ROCK OUTCROP
 LY2289_SP_SET: ROCK OUTCROP
 LY2289_STAMPING: E 449 1982
 LY2289_MARK LOGO: NGS   
 LY2289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2289+STABILITY: POSITION/ELEVATION WELL
 LY2289
 LY2289  HISTORY     - Date     Condition        Report By
 LY2289  HISTORY     - 1982     MONUMENTED       NGS
 LY2289
 LY2289                          STATION DESCRIPTION
 LY2289
 LY2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2289'3.4 KM (2.1 MI) NW FROM SPARROW BUSH.
 LY2289'3.4 KM (2.1 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2289'STATE HIGHWAY 42 IN SPARROW BUSH TO THE MARK ON THE RIGHT, SET IN TOP
 LY2289'OF A ROCK OUTCROP ON THE NORTHWEST SIDE OF A SMALL CREEK, 8.23 METERS
 LY2289'(27.0 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.85 METERS
 LY2289'(25.7 FT) SOUTHEAST OF A UTILITY POLE NUMBER 38906-52186, 2.44 METERS
 LY2289'(8.0 FT) NORTH OF THE NORTH CORNER OF A CONCRETE HEADWALL OF A CULVERT
 LY2289'UNDER HIGHWAY 97.
 LY2289'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LY2289'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1021 ***********************************************************************
 LX1021  DESIGNATION -  E 45
 LX1021  PID         -  LX1021
 LX1021  STATE/COUNTY-  NY/WESTCHESTER
 LX1021  USGS QUAD   -  OSSINING (1979)
 LX1021
 LX1021                         *CURRENT SURVEY CONTROL
 LX1021  ___________________________________________________________________
 LX1021* NAD 83(1986)-  41 08 10.     (N)    073 51 57.     (W)     SCALED    
 LX1021* NAVD 88     -         3.079  (meters)      10.10   (feet)  ADJUSTED  
 LX1021  ___________________________________________________________________
 LX1021  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LX1021  DYNAMIC HT  -           3.078 (meters)      10.10  (feet)  COMP
 LX1021  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 LX1021
 LX1021  VERT ORDER  -  FIRST     CLASS II
 LX1021
 LX1021.The horizontal coordinates were scaled from a topographic map and have
 LX1021.an estimated accuracy of +/- 6 seconds.
 LX1021
 LX1021.The orthometric height was determined by differential leveling
 LX1021.and adjusted by the National Geodetic Survey in June 1991..
 LX1021
 LX1021.The geoid height was determined by GEOID03.
 LX1021
 LX1021.The dynamic height is computed by dividing the NAVD 88
 LX1021.geopotential number by the normal gravity value computed on the
 LX1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1021.degrees latitude (g = 980.6199 gals.).
 LX1021
 LX1021.The modeled gravity was interpolated from observed gravity values.
 LX1021
 LX1021;                    North         East    Units  Estimated Accuracy
 LX1021;SPC NY E     -   255,860.      203,240.      MT  (+/- 180 meters Scaled)
 LX1021
 LX1021                          SUPERSEDED SURVEY CONTROL
 LX1021
 LX1021  NGVD 29 (??/??/92)    3.369  (m)           11.05   (f) ADJ UNCH    1 2
 LX1021
 LX1021.Superseded values are not recommended for survey control.
 LX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1021.See file dsdata.txt to determine how the superseded data were derived.
 LX1021
 LX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL951544(NAD 83)
 LX1021_MARKER: DB = BENCH MARK DISK
 LX1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1021_STAMPING: E 45 1934
 LX1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1021+STABILITY: SURFACE MOTION
 LX1021
 LX1021  HISTORY     - Date     Condition        Report By
 LX1021  HISTORY     - 1934     MONUMENTED       CGS
 LX1021  HISTORY     - 1955     GOOD             NGS
 LX1021  HISTORY     - 1955     MARK NOT FOUND   USGS
 LX1021
 LX1021                          STATION DESCRIPTION
 LX1021
 LX1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX1021'1.4 MI S FROM OSSINING.
 LX1021'1.45 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1021'STATION AT OSSINING, ABOUT 77 YARDS SOUTH OF SOUTHWEST CORNER
 LX1021'OF STATION AT SCARBOROUGH, ACROSS TRACKS FROM A POINT ABOUT 8
 LX1021'YARDS NORTH OF POWER TRANSMISSION TOWER NO. 871, 20 FEET EAST
 LX1021'OF EAST RAIL OF EAST TRACK, 88 FEET NORTH OF NORTHWEST CORNER
 LX1021'OF CONCRETE ABUTMENT OF ROAD OVERPASS OVER TRACKS, 6 1/2 FEET
 LX1021'SOUTH OF THE SECOND TELEPHONE NORTH OF OVERPASS, 6 FEET EAST
 LX1021'OF EAST EDGE OF PASSENGER PLATFORM, 7.2 FEET EAST OF THE
 LX1021'THIRD LAMP POST NORTH OF OVERPASS, ABOUT 2 FEET ABOVE LEVEL OF
 LX1021'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LX1021
 LX1021                          STATION RECOVERY (1955)
 LX1021
 LX1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LX1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2318 ***********************************************************************
 LY2318  DESIGNATION -  E 450
 LY2318  PID         -  LY2318
 LY2318  STATE/COUNTY-  NY/SULLIVAN
 LY2318  USGS QUAD   -  SHOHOLA (1994)
 LY2318
 LY2318                         *CURRENT SURVEY CONTROL
 LY2318  ___________________________________________________________________
 LY2318* NAD 83(1986)-  41 29 24.     (N)    074 59 01.     (W)     SCALED    
 LY2318* NAVD 88     -       191.769  (meters)     629.16   (feet)  ADJUSTED  
 LY2318  ___________________________________________________________________
 LY2318  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LY2318  DYNAMIC HT  -         191.690 (meters)     628.90  (feet)  COMP
 LY2318  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 LY2318
 LY2318  VERT ORDER  -  FIRST     CLASS II
 LY2318
 LY2318.The horizontal coordinates were scaled from a topographic map and have
 LY2318.an estimated accuracy of +/- 6 seconds.
 LY2318
 LY2318.The orthometric height was determined by differential leveling
 LY2318.and adjusted by the National Geodetic Survey in June 1991..
 LY2318
 LY2318.The geoid height was determined by GEOID03.
 LY2318
 LY2318.The dynamic height is computed by dividing the NAVD 88
 LY2318.geopotential number by the normal gravity value computed on the
 LY2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2318.degrees latitude (g = 980.6199 gals.).
 LY2318
 LY2318.The modeled gravity was interpolated from observed gravity values.
 LY2318
 LY2318;                    North         East    Units  Estimated Accuracy
 LY2318;SPC NY E     -   295,070.      109,620.      MT  (+/- 180 meters Scaled)
 LY2318
 LY2318                          SUPERSEDED SURVEY CONTROL
 LY2318
 LY2318.No superseded survey control is available for this station.
 LY2318
 LY2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL013931(NAD 83)
 LY2318_MARKER: DB = BENCH MARK DISK
 LY2318_SETTING: 66 = SET IN ROCK OUTCROP
 LY2318_SP_SET: ROCK OUTCROP
 LY2318_STAMPING: E 450 1982
 LY2318_MARK LOGO: NGS   
 LY2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2318+STABILITY: POSITION/ELEVATION WELL
 LY2318
 LY2318  HISTORY     - Date     Condition        Report By
 LY2318  HISTORY     - 1982     MONUMENTED       NGS
 LY2318
 LY2318                          STATION DESCRIPTION
 LY2318
 LY2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2318'7.1 KM (4.4 MI) NW FROM BARRYVILLE.
 LY2318'7.1 KM (4.4 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE
 LY2318'IN BARRYVILLE, TO THE MARK ON THE RIGHT, IN A MASSIVE OUTCROP OF
 LY2318'BEDROCK, 9.45 METERS (31.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY,
 LY2318'8.35 METERS (27.4 FT) WEST OF THE WEST FACE OF A MASSIVE WALL OF
 LY2318'BEDROCK ABOUT 30 FT HIGH, 1.55 METERS (5.1 FT) EAST OF THE WEST FACE
 LY2318'OF A 2-FOOT HIGH ROCK CUT.
 LY2318'THE MARK IS 0.47 METERS  N FROM A WITNESS POST.
 LY2318'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1903 ***********************************************************************
 NA1903  DESIGNATION -  E 451
 NA1903  PID         -  NA1903
 NA1903  STATE/COUNTY-  NY/DELAWARE
 NA1903  USGS QUAD   -  DEPOSIT (1965)
 NA1903
 NA1903                         *CURRENT SURVEY CONTROL
 NA1903  ___________________________________________________________________
 NA1903* NAD 83(1986)-  42 05 19.     (N)    075 23 41.     (W)     SCALED    
 NA1903* NAVD 88     -       323.337  (meters)    1060.81   (feet)  ADJUSTED  
 NA1903  ___________________________________________________________________
 NA1903  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 NA1903  DYNAMIC HT  -         323.223 (meters)    1060.44  (feet)  COMP
 NA1903  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 NA1903
 NA1903  VERT ORDER  -  FIRST     CLASS II
 NA1903
 NA1903.The horizontal coordinates were scaled from a topographic map and have
 NA1903.an estimated accuracy of +/- 6 seconds.
 NA1903
 NA1903.The orthometric height was determined by differential leveling
 NA1903.and adjusted by the National Geodetic Survey in June 1991..
 NA1903
 NA1903.The geoid height was determined by GEOID03.
 NA1903
 NA1903.The dynamic height is computed by dividing the NAVD 88
 NA1903.geopotential number by the normal gravity value computed on the
 NA1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1903.degrees latitude (g = 980.6199 gals.).
 NA1903
 NA1903.The modeled gravity was interpolated from observed gravity values.
 NA1903
 NA1903;                    North         East    Units  Estimated Accuracy
 NA1903;SPC NY E     -   361,830.       75,980.      MT  (+/- 180 meters Scaled)
 NA1903
 NA1903                          SUPERSEDED SURVEY CONTROL
 NA1903
 NA1903.No superseded survey control is available for this station.
 NA1903
 NA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM673596(NAD 83)
 NA1903_MARKER: DB = BENCH MARK DISK
 NA1903_SETTING: 66 = SET IN ROCK OUTCROP
 NA1903_SP_SET: ROCK OUTCROP
 NA1903_STAMPING: E 451 1982
 NA1903_MARK LOGO: NGS   
 NA1903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1903+STABILITY: POSITION/ELEVATION WELL
 NA1903
 NA1903  HISTORY     - Date     Condition        Report By
 NA1903  HISTORY     - 1982     MONUMENTED       NGS
 NA1903
 NA1903                          STATION DESCRIPTION
 NA1903
 NA1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1903'1.05 KM (0.65 MI) NORTH FROM STILESVILLE.
 NA1903'1.05 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1903'STATE HIGHWAY 10 IN STILESVILLE, TO THE MARK ON THE RIGHT, IN THE TOP
 NA1903'OF A 3 BY 3-FOOT EXPOSED SURFACE BEDROCK FLUSH WITH THE GROUND,
 NA1903'25.91 METERS (85.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NA1903'4.88 METERS (16.0 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO
 NA1903'A ONE-STORY FRAME HOUSE, 12.53 METERS (41.1 FT) NORTHWEST OF THE NORTH
 NA1903'CORNER OF THE HOUSE.
 NA1903'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1930 ***********************************************************************
 NA1930  DESIGNATION -  E 452
 NA1930  PID         -  NA1930
 NA1930  STATE/COUNTY-  NY/DELAWARE
 NA1930  USGS QUAD   -  SIDNEY (1982)
 NA1930
 NA1930                         *CURRENT SURVEY CONTROL
 NA1930  ___________________________________________________________________
 NA1930* NAD 83(1986)-  42 17 00.     (N)    075 23 47.     (W)     SCALED    
 NA1930* NAVD 88     -       461.282  (meters)    1513.39   (feet)  ADJUSTED  
 NA1930  ___________________________________________________________________
 NA1930  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 NA1930  DYNAMIC HT  -         461.117 (meters)    1512.85  (feet)  COMP
 NA1930  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 NA1930
 NA1930  VERT ORDER  -  FIRST     CLASS II
 NA1930
 NA1930.The horizontal coordinates were scaled from a topographic map and have
 NA1930.an estimated accuracy of +/- 6 seconds.
 NA1930
 NA1930.The orthometric height was determined by differential leveling
 NA1930.and adjusted by the National Geodetic Survey in June 1991..
 NA1930
 NA1930.The geoid height was determined by GEOID03.
 NA1930
 NA1930.The dynamic height is computed by dividing the NAVD 88
 NA1930.geopotential number by the normal gravity value computed on the
 NA1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1930.degrees latitude (g = 980.6199 gals.).
 NA1930
 NA1930.The modeled gravity was interpolated from observed gravity values.
 NA1930
 NA1930;                    North         East    Units  Estimated Accuracy
 NA1930;SPC NY E     -   383,460.       76,070.      MT  (+/- 180 meters Scaled)
 NA1930
 NA1930                          SUPERSEDED SURVEY CONTROL
 NA1930
 NA1930.No superseded survey control is available for this station.
 NA1930
 NA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM673813(NAD 83)
 NA1930_MARKER: DB = BENCH MARK DISK
 NA1930_SETTING: 66 = SET IN ROCK OUTCROP
 NA1930_SP_SET: ROCK OUTCROP
 NA1930_STAMPING: E 452 1982
 NA1930_MARK LOGO: NGS   
 NA1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NA1930+STABILITY: POSITION/ELEVATION WELL
 NA1930
 NA1930  HISTORY     - Date     Condition        Report By
 NA1930  HISTORY     - 1982     MONUMENTED       NGS
 NA1930
 NA1930                          STATION DESCRIPTION
 NA1930
 NA1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1930'5.6 KM (3.5 MI) NW FROM MASONVILLE.
 NA1930'5.6 KM (3.5 MI) NORTHWEST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1930'STATE HIGHWAY 206 IN MASONVILLE, TO THE SOUTH END OF A ROCK CUT AND
 NA1930'THE MARK ON THE RIGHT, 13.42 METERS (44.0 FT) EAST OF THE CENTER LINE
 NA1930'OF THE HIGHWAY, 8.84 METERS (29.0 FT) NORTH OF THE SOUTH END OF THE
 NA1930'ROCK CUT.
 NA1930'THE MARK IS 0.52 METERS  N FROM A WITNESS POST.
 NA1930'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1951 ***********************************************************************
 NA1951  DESIGNATION -  E 453
 NA1951  PID         -  NA1951
 NA1951  STATE/COUNTY-  NY/CHENANGO
 NA1951  USGS QUAD   -  NEW BERLIN SOUTH (1994)
 NA1951
 NA1951                         *CURRENT SURVEY CONTROL
 NA1951  ___________________________________________________________________
 NA1951* NAD 83(1986)-  42 32 55.     (N)    075 22 13.     (W)     SCALED    
 NA1951* NAVD 88     -       323.024  (meters)    1059.79   (feet)  ADJUSTED  
 NA1951  ___________________________________________________________________
 NA1951  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 NA1951  DYNAMIC HT  -         322.912 (meters)    1059.42  (feet)  COMP
 NA1951  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 NA1951
 NA1951  VERT ORDER  -  FIRST     CLASS II
 NA1951
 NA1951.The horizontal coordinates were scaled from a topographic map and have
 NA1951.an estimated accuracy of +/- 6 seconds.
 NA1951
 NA1951.The orthometric height was determined by differential leveling
 NA1951.and adjusted by the National Geodetic Survey in June 1991..
 NA1951
 NA1951.The geoid height was determined by GEOID03.
 NA1951
 NA1951.The dynamic height is computed by dividing the NAVD 88
 NA1951.geopotential number by the normal gravity value computed on the
 NA1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1951.degrees latitude (g = 980.6199 gals.).
 NA1951
 NA1951.The modeled gravity was interpolated from observed gravity values.
 NA1951
 NA1951;                    North         East    Units  Estimated Accuracy
 NA1951;SPC NY C     -   283,740.      349,630.      MT  (+/- 180 meters Scaled)
 NA1951
 NA1951                          SUPERSEDED SURVEY CONTROL
 NA1951
 NA1951.No superseded survey control is available for this station.
 NA1951
 NA1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN695107(NAD 83)
 NA1951_MARKER: I = METAL ROD
 NA1951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1951_SP_SET: STAINLESS STEEL ROD
 NA1951_STAMPING: E 453 1982
 NA1951_MARK LOGO: NGS   
 NA1951_PROJECTION: FLUSH
 NA1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1951_ROD/PIPE-DEPTH: 6.1  meters
 NA1951
 NA1951  HISTORY     - Date     Condition        Report By
 NA1951  HISTORY     - 1982     MONUMENTED       NGS
 NA1951
 NA1951                          STATION DESCRIPTION
 NA1951
 NA1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1951'2.5 KM (1.55 MI) NE FROM SOUTH NEW BERLIN.
 NA1951'2.5 KM (1.55 MI) NORTHEAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF
 NA1951'STATE HIGHWAY 23 IN SOUTH NEW BERLIN, TO THE MARK ON THE RIGHT,
 NA1951'6.40 METERS (21.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NA1951'5.91 METERS (19.4 FT) NORTHEAST OF AND AT THE THIRD METAL POST OF THE
 NA1951'SOUTHWEST END OF A WIRE CABLE GUARDRAIL.
 NA1951'THE MARK IS 0.67 METERS  SE FROM A WITNESS POST.
 NA1951'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2342 ***********************************************************************
 LY2342  DESIGNATION -  E 454
 LY2342  PID         -  LY2342
 LY2342  STATE/COUNTY-  NY/SULLIVAN
 LY2342  USGS QUAD   -  DAMASCUS (1993)
 LY2342
 LY2342                         *CURRENT SURVEY CONTROL
 LY2342  ___________________________________________________________________
 LY2342* NAD 83(1986)-  41 39 55.     (N)    075 02 48.     (W)     SCALED    
 LY2342* NAVD 88     -       298.499  (meters)     979.33   (feet)  ADJUSTED  
 LY2342  ___________________________________________________________________
 LY2342  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 LY2342  DYNAMIC HT  -         298.385 (meters)     978.95  (feet)  COMP
 LY2342  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 LY2342
 LY2342  VERT ORDER  -  FIRST     CLASS II
 LY2342
 LY2342.The horizontal coordinates were scaled from a topographic map and have
 LY2342.an estimated accuracy of +/- 6 seconds.
 LY2342
 LY2342.The orthometric height was determined by differential leveling
 LY2342.and adjusted by the National Geodetic Survey in June 1991..
 LY2342
 LY2342.The geoid height was determined by GEOID03.
 LY2342
 LY2342.The dynamic height is computed by dividing the NAVD 88
 LY2342.geopotential number by the normal gravity value computed on the
 LY2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2342.degrees latitude (g = 980.6199 gals.).
 LY2342
 LY2342.The modeled gravity was interpolated from observed gravity values.
 LY2342
 LY2342;                    North         East    Units  Estimated Accuracy
 LY2342;SPC NY E     -   314,570.      104,480.      MT  (+/- 180 meters Scaled)
 LY2342
 LY2342                          SUPERSEDED SURVEY CONTROL
 LY2342
 LY2342.No superseded survey control is available for this station.
 LY2342
 LY2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM961126(NAD 83)
 LY2342_MARKER: I = METAL ROD
 LY2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2342_SP_SET: STAINLESS STEEL ROD
 LY2342_STAMPING: E 454 1982
 LY2342_MARK LOGO: NGS   
 LY2342_PROJECTION: FLUSH
 LY2342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2342_ROD/PIPE-DEPTH: 4.9  meters
 LY2342
 LY2342  HISTORY     - Date     Condition        Report By
 LY2342  HISTORY     - 1982     MONUMENTED       NGS
 LY2342  HISTORY     - 1988     GOOD             USPSQD
 LY2342  HISTORY     - 1989     GOOD             USPSQD
 LY2342
 LY2342                          STATION DESCRIPTION
 LY2342
 LY2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2342'9.8 KM (6.1 MI) NORTH FROM HUNTS CORNER.
 LY2342'9.8 KM (6.1 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LY2342'STATE HIGHWAY 52 IN HUNTS CORNER, TO THE MARK ON THE RIGHT, AT THE
 LY2342'PIONEER MOTEL SIGN, 9.60 METERS (31.4 FT) EAST OF THE CENTER LINE OF
 LY2342'THE HIGHWAY, 37.80 METERS (124.0 FT) SOUTHEAST OF THE NORTHWEST
 LY2342'ENTRANCE DRIVE TO THE MOTEL, 14.25 METERS (46.8 FT) NORTHWEST OF
 LY2342'UTILITY POLE NUMBER 83-1, 1.84 METERS (6.0 FT) WEST OF A CONCRETE BASE
 LY2342'FOR THE MOTEL SIGN.
 LY2342'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LY2342
 LY2342                          STATION RECOVERY (1988)
 LY2342
 LY2342'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY2342'RECOVERED IN GOOD CONDITION.
 LY2342
 LY2342                          STATION RECOVERY (1989)
 LY2342
 LY2342'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2361 ***********************************************************************
 LY2361  DESIGNATION -  E 455
 LY2361  PID         -  LY2361
 LY2361  STATE/COUNTY-  NY/SULLIVAN
 LY2361  USGS QUAD   -  CALLICOON (1992)
 LY2361
 LY2361                         *CURRENT SURVEY CONTROL
 LY2361  ___________________________________________________________________
 LY2361* NAD 83(1986)-  41 47 27.     (N)    075 04 22.     (W)     SCALED    
 LY2361* NAVD 88     -       378.084  (meters)    1240.43   (feet)  ADJUSTED  
 LY2361  ___________________________________________________________________
 LY2361  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LY2361  DYNAMIC HT  -         377.953 (meters)    1240.00  (feet)  COMP
 LY2361  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 LY2361
 LY2361  VERT ORDER  -  FIRST     CLASS II
 LY2361
 LY2361.The horizontal coordinates were scaled from a topographic map and have
 LY2361.an estimated accuracy of +/- 6 seconds.
 LY2361
 LY2361.The orthometric height was determined by differential leveling
 LY2361.and adjusted by the National Geodetic Survey in June 1991..
 LY2361
 LY2361.The geoid height was determined by GEOID03.
 LY2361
 LY2361.The dynamic height is computed by dividing the NAVD 88
 LY2361.geopotential number by the normal gravity value computed on the
 LY2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2361.degrees latitude (g = 980.6199 gals.).
 LY2361
 LY2361.The modeled gravity was interpolated from observed gravity values.
 LY2361
 LY2361;                    North         East    Units  Estimated Accuracy
 LY2361;SPC NY E     -   328,530.      102,400.      MT  (+/- 180 meters Scaled)
 LY2361
 LY2361                          SUPERSEDED SURVEY CONTROL
 LY2361
 LY2361.No superseded survey control is available for this station.
 LY2361
 LY2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM939265(NAD 83)
 LY2361_MARKER: I = METAL ROD
 LY2361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2361_SP_SET: STAINLESS STEEL ROD
 LY2361_STAMPING: E 455 1982
 LY2361_MARK LOGO: NGS   
 LY2361_PROJECTION: FLUSH
 LY2361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2361_ROD/PIPE-DEPTH: 3.0  meters
 LY2361
 LY2361  HISTORY     - Date     Condition        Report By
 LY2361  HISTORY     - 1982     MONUMENTED       NGS
 LY2361
 LY2361                          STATION DESCRIPTION
 LY2361
 LY2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2361'3.45 KM (2.15 MI) NW FROM CALLICOON.
 LY2361'3.45 KM (2.15 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 LY2361'OF STATE HIGHWAY 17B IN CALLICOON, TO THE MARK ON THE LEFT, NEAR THE
 LY2361'SIGN FOR HOLY CROSS CHURCH, 13.55 METERS (44.5 FT) WEST OF THE CENTER
 LY2361'LINE OF THE HIGHWAY, 51.49 METERS (168.9 FT) EAST OF THE NORTHEAST
 LY2361'CORNER OF THE CHURCH, 26.25 METERS (86.1 FT) SOUTH OF UTILITY POLE
 LY2361'NUMBER 48, 0.98 METER (3.2 FT) WEST OF THE MOST NORTHERN ONE OF TWO
 LY2361'4-INCH WOOD LEGS FOR THE SIGN.  NOTE-SEVERAL ATTEMPTS WERE MADE TO
 LY2361'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND ANCHORED AT 3.0 METERS.
 LY2361'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2385 ***********************************************************************
 LY2385  DESIGNATION -  E 456
 LY2385  PID         -  LY2385
 LY2385  STATE/COUNTY-  NY/DELAWARE
 LY2385  USGS QUAD   -  FISHS EDDY (1982)
 LY2385
 LY2385                         *CURRENT SURVEY CONTROL
 LY2385  ___________________________________________________________________
 LY2385* NAD 83(1986)-  41 54 47.     (N)    075 13 12.     (W)     SCALED    
 LY2385* NAVD 88     -       502.173  (meters)    1647.55   (feet)  ADJUSTED  
 LY2385  ___________________________________________________________________
 LY2385  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LY2385  DYNAMIC HT  -         501.990 (meters)    1646.95  (feet)  COMP
 LY2385  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 LY2385
 LY2385  VERT ORDER  -  FIRST     CLASS II
 LY2385
 LY2385.The horizontal coordinates were scaled from a topographic map and have
 LY2385.an estimated accuracy of +/- 6 seconds.
 LY2385
 LY2385.The orthometric height was determined by differential leveling
 LY2385.and adjusted by the National Geodetic Survey in June 1991..
 LY2385
 LY2385.The geoid height was determined by GEOID03.
 LY2385
 LY2385.The dynamic height is computed by dividing the NAVD 88
 LY2385.geopotential number by the normal gravity value computed on the
 LY2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2385.degrees latitude (g = 980.6199 gals.).
 LY2385
 LY2385.The modeled gravity was interpolated from observed gravity values.
 LY2385
 LY2385;                    North         East    Units  Estimated Accuracy
 LY2385;SPC NY E     -   342,200.       90,270.      MT  (+/- 180 meters Scaled)
 LY2385
 LY2385                          SUPERSEDED SURVEY CONTROL
 LY2385
 LY2385.No superseded survey control is available for this station.
 LY2385
 LY2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM817401(NAD 83)
 LY2385_MARKER: I = METAL ROD
 LY2385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2385_SP_SET: STAINLESS STEEL ROD
 LY2385_STAMPING: E 456 1982
 LY2385_MARK LOGO: NGS   
 LY2385_PROJECTION: FLUSH
 LY2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2385_ROD/PIPE-DEPTH: 3.3  meters
 LY2385
 LY2385  HISTORY     - Date     Condition        Report By
 LY2385  HISTORY     - 1982     MONUMENTED       NGS
 LY2385
 LY2385                          STATION DESCRIPTION
 LY2385
 LY2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2385'10.05 KM (6.25 MI) SE FROM HANCOCK.
 LY2385'10.05 KM (6.25 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION
 LY2385'OF STATE HIGHWAY 191 IN HANCOCK, TO THE MARK ON THE RIGHT, 0.32 KM
 LY2385'(0.20 MI) NORTHEAST OF A ROAD LEADING NORTHWEST, 6.40 METERS (21.0 FT)
 LY2385'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.55 METERS (5.1 FT)
 LY2385'SOUTHEAST OF THE SOUTHWEST END OF A STEEL CABLE GUARDRAIL, 4.45 METERS
 LY2385'(14.6 FT) NORTHEAST OF UTILITY POLE NUMBER 272, 191 WITH TRANSFORMER.
 LY2385'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD WAS DRIVEN TO
 LY2385'REFUSAL AT 3.3 METERS.
 LY2385'THE MARK IS 0.45 METERS  NNW FROM A WITNESS POST.
 LY2385'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1879 ***********************************************************************
 NA1879  DESIGNATION -  E 457
 NA1879  PID         -  NA1879
 NA1879  STATE/COUNTY-  NY/BROOME
 NA1879  USGS QUAD   -  GULF SUMMIT (1952)
 NA1879
 NA1879                         *CURRENT SURVEY CONTROL
 NA1879  ___________________________________________________________________
 NA1879* NAD 83(1986)-  42 00 45.     (N)    075 33 26.     (W)     SCALED    
 NA1879* NAVD 88     -       385.953  (meters)    1266.25   (feet)  ADJUSTED  
 NA1879  ___________________________________________________________________
 NA1879  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 NA1879  DYNAMIC HT  -         385.812 (meters)    1265.78  (feet)  COMP
 NA1879  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 NA1879
 NA1879  VERT ORDER  -  FIRST     CLASS II
 NA1879
 NA1879.The horizontal coordinates were scaled from a topographic map and have
 NA1879.an estimated accuracy of +/- 6 seconds.
 NA1879
 NA1879.The orthometric height was determined by differential leveling
 NA1879.and adjusted by the National Geodetic Survey in June 1991..
 NA1879
 NA1879.The geoid height was determined by GEOID03.
 NA1879
 NA1879.The dynamic height is computed by dividing the NAVD 88
 NA1879.geopotential number by the normal gravity value computed on the
 NA1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1879.degrees latitude (g = 980.6199 gals.).
 NA1879
 NA1879.The modeled gravity was interpolated from observed gravity values.
 NA1879
 NA1879;                    North         East    Units  Estimated Accuracy
 NA1879;SPC NY E     -   353,530.       62,430.      MT  (+/- 180 meters Scaled)
 NA1879
 NA1879                          SUPERSEDED SURVEY CONTROL
 NA1879
 NA1879.No superseded survey control is available for this station.
 NA1879
 NA1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM538513(NAD 83)
 NA1879_MARKER: I = METAL ROD
 NA1879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1879_SP_SET: STAINLESS STEEL ROD
 NA1879_STAMPING: E 457 1982
 NA1879_MARK LOGO: NGS   
 NA1879_PROJECTION: FLUSH
 NA1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1879_ROD/PIPE-DEPTH: 2.1  meters
 NA1879
 NA1879  HISTORY     - Date     Condition        Report By
 NA1879  HISTORY     - 1982     MONUMENTED       NGS
 NA1879
 NA1879                          STATION DESCRIPTION
 NA1879
 NA1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1879'7.9 KM (4.9 MI) NE FROM LANESBORO PA.
 NA1879'1.6 KM (1.0 MI) NORTH ALONG MAIN STREET IN LANESBORO, PA. FROM THE
 NA1879'JUNCTION OF PA. STATE HIGHWAY 171, THENCE 6.3 KM (3.9 MI) NORTHEAST
 NA1879'ALONG VINEGAR HILL ROAD, TO THE MARK ON THE RIGHT, ON THE PROPERTY OF
 NA1879'JOHN PHILLIPS, 17.40 METERS (57.1 FT) SOUTHWEST OF THE CENTER OF THE
 NA1879'ROAD, 12.30 METERS (40.3 FT) NORTHEAST OF THE NORTH CORNER OF A DOUBLE
 NA1879'DOOR GARAGE, 0.70 METER (2.3 FT) NORTHWEST OF A POWER POLE WITH A
 NA1879'TRANSFORMER AND 2 GUY WIRES.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 NA1879'DRIVE THE ROD, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.1 METERS.
 NA1879'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1567 ***********************************************************************
 NB1567  DESIGNATION -  E 458
 NB1567  PID         -  NB1567
 NB1567  STATE/COUNTY-  NY/TIOGA
 NB1567  USGS QUAD   -  APALACHIN (1969)
 NB1567
 NB1567                         *CURRENT SURVEY CONTROL
 NB1567  ___________________________________________________________________
 NB1567* NAD 83(1986)-  42 06 02.     (N)    076 10 44.     (W)     SCALED    
 NB1567* NAVD 88     -       251.711  (meters)     825.82   (feet)  ADJUSTED  
 NB1567  ___________________________________________________________________
 NB1567  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 NB1567  DYNAMIC HT  -         251.612 (meters)     825.50  (feet)  COMP
 NB1567  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 NB1567
 NB1567  VERT ORDER  -  FIRST     CLASS II
 NB1567
 NB1567.The horizontal coordinates were scaled from a topographic map and have
 NB1567.an estimated accuracy of +/- 6 seconds.
 NB1567
 NB1567.The orthometric height was determined by differential leveling
 NB1567.and adjusted by the National Geodetic Survey in June 1991..
 NB1567
 NB1567.The geoid height was determined by GEOID03.
 NB1567
 NB1567.The dynamic height is computed by dividing the NAVD 88
 NB1567.geopotential number by the normal gravity value computed on the
 NB1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1567.degrees latitude (g = 980.6199 gals.).
 NB1567
 NB1567.The modeled gravity was interpolated from observed gravity values.
 NB1567
 NB1567;                    North         East    Units  Estimated Accuracy
 NB1567;SPC NY C     -   233,340.      283,450.      MT  (+/- 180 meters Scaled)
 NB1567
 NB1567                          SUPERSEDED SURVEY CONTROL
 NB1567
 NB1567.No superseded survey control is available for this station.
 NB1567
 NB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM025616(NAD 83)
 NB1567_MARKER: I = METAL ROD
 NB1567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1567_SP_SET: STAINLESS STEEL ROD
 NB1567_STAMPING: E 458 1982
 NB1567_MARK LOGO: NGS   
 NB1567_PROJECTION: FLUSH
 NB1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1567_ROD/PIPE-DEPTH: 10.1 meters
 NB1567
 NB1567  HISTORY     - Date     Condition        Report By
 NB1567  HISTORY     - 1982     MONUMENTED       NGS
 NB1567
 NB1567                          STATION DESCRIPTION
 NB1567
 NB1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1567'13.4 KM (8.35 MI) WNW FROM ENDICOTT.
 NB1567'13.4 KM (8.35 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 17C FROM THE
 NB1567'JUNCTION OF STATE HIGHWAY 26 IN ENDICOTT, TO THE MARK ON THE RIGHT,
 NB1567'ALSO 8.0 KM (4.95 MI) SOUTHEAST ALONG STATE HIGHWAY 17C FROM THE TIOGA
 NB1567'COUNTY COURTHOUSE IN OWEGO, 9.90 (32.5 FT) NORTHWEST OF THE CENTER
 NB1567'LINE OF THE HIGHWAY, 30.78 METERS (101.0 FT) SOUTHWEST OF THE CENTER
 NB1567'OF THE PAVED ENTRANCE DRIVE LEADING NORTHWEST AND UPHILL TO A
 NB1567'TWO-STORY FRAME HOUSE OWNED AT THIS TIME BY MR. MAKRES CROCKETT, BOX
 NB1567'NUMBER 87, 2.90 METERS (9.5 FT) NORTHWEST OF HIGHWAY MARKER NUMBER 17
 NB1567'C 6501 1049, 0.51 METER (1.7 FT) SOUTHEAST OF POWER POLE NUMBER
 NB1567'502-37.
 NB1567'THE MARK IS 2.90 METERS  NW FROM A WITNESS POST.
 NB1567'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1593 ***********************************************************************
 NB1593  DESIGNATION -  E 459
 NB1593  PID         -  NB1593
 NB1593  STATE/COUNTY-  NY/CHEMUNG
 NB1593  USGS QUAD   -  WELLSBURG (1969)
 NB1593
 NB1593                         *CURRENT SURVEY CONTROL
 NB1593  ___________________________________________________________________
 NB1593* NAD 83(1986)-  42 01 31.     (N)    076 44 30.     (W)     SCALED    
 NB1593* NAVD 88     -       252.099  (meters)     827.09   (feet)  ADJUSTED  
 NB1593  ___________________________________________________________________
 NB1593  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NB1593  DYNAMIC HT  -         251.993 (meters)     826.75  (feet)  COMP
 NB1593  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 NB1593
 NB1593  VERT ORDER  -  FIRST     CLASS II
 NB1593
 NB1593.The horizontal coordinates were scaled from a topographic map and have
 NB1593.an estimated accuracy of +/- 6 seconds.
 NB1593
 NB1593.The orthometric height was determined by differential leveling
 NB1593.and adjusted by the National Geodetic Survey in June 1991..
 NB1593
 NB1593.The geoid height was determined by GEOID03.
 NB1593
 NB1593.The dynamic height is computed by dividing the NAVD 88
 NB1593.geopotential number by the normal gravity value computed on the
 NB1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1593.degrees latitude (g = 980.6199 gals.).
 NB1593
 NB1593.The modeled gravity was interpolated from observed gravity values.
 NB1593
 NB1593;                    North         East    Units  Estimated Accuracy
 NB1593;SPC NY C     -   224,910.      236,890.      MT  (+/- 180 meters Scaled)
 NB1593
 NB1593                          SUPERSEDED SURVEY CONTROL
 NB1593
 NB1593.No superseded survey control is available for this station.
 NB1593
 NB1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM558540(NAD 83)
 NB1593_MARKER: I = METAL ROD
 NB1593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1593_SP_SET: STAINLESS STEEL ROD
 NB1593_STAMPING: E 459 1982
 NB1593_MARK LOGO: NGS   
 NB1593_PROJECTION: FLUSH
 NB1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1593_ROD/PIPE-DEPTH: 6.7  meters
 NB1593
 NB1593  HISTORY     - Date     Condition        Report By
 NB1593  HISTORY     - 1982     MONUMENTED       NGS
 NB1593  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NB1593
 NB1593                          STATION DESCRIPTION
 NB1593
 NB1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1593'1.6 KM (1.0 MI) NW FROM WELLSBURG.
 NB1593'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF
 NB1593'STATE HIGHWAY 367 S IN WELLSBURG, TO THE MARK ON THE LEFT, 7.27 METERS
 NB1593'(23.9 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 4.48 METERS (14.7
 NB1593'FT) SOUTH OF THE SOUTH END OF A STEEL CABLE GUARDRAIL.
 NB1593'THE MARK IS 0.43 METERS  W FROM A WITNESS POST.
 NB1593'THE MARK IS 0.30 M BELOW HIGHWAY.
 NB1593
 NB1593                          STATION RECOVERY (1998)
 NB1593
 NB1593'RECOVERY NOTE BY US POWER SQUADRON 1998
 NB1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0612 ***********************************************************************
 MZ0612  DESIGNATION -  E 46
 MZ0612  PID         -  MZ0612
 MZ0612  STATE/COUNTY-  NY/COLUMBIA
 MZ0612  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0612
 MZ0612                         *CURRENT SURVEY CONTROL
 MZ0612  ___________________________________________________________________
 MZ0612* NAD 83(1986)-  42 12 26.     (N)    073 50 48.     (W)     SCALED    
 MZ0612* NAVD 88     -         4.244  (meters)      13.92   (feet)  ADJUSTED  
 MZ0612  ___________________________________________________________________
 MZ0612  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MZ0612  DYNAMIC HT  -           4.243 (meters)      13.92  (feet)  COMP
 MZ0612  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 MZ0612
 MZ0612  VERT ORDER  -  FIRST     CLASS II
 MZ0612
 MZ0612.The horizontal coordinates were scaled from a topographic map and have
 MZ0612.an estimated accuracy of +/- 6 seconds.
 MZ0612
 MZ0612.The orthometric height was determined by differential leveling
 MZ0612.and adjusted by the National Geodetic Survey in June 1991..
 MZ0612.WARNING-Repeat measurements at this control monument indicate possible
 MZ0612.vertical movement.
 MZ0612
 MZ0612.The geoid height was determined by GEOID03.
 MZ0612
 MZ0612.The dynamic height is computed by dividing the NAVD 88
 MZ0612.geopotential number by the normal gravity value computed on the
 MZ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0612.degrees latitude (g = 980.6199 gals.).
 MZ0612
 MZ0612.The modeled gravity was interpolated from observed gravity values.
 MZ0612
 MZ0612;                    North         East    Units  Estimated Accuracy
 MZ0612;SPC NY E     -   374,820.      203,950.      MT  (+/- 180 meters Scaled)
 MZ0612
 MZ0612                          SUPERSEDED SURVEY CONTROL
 MZ0612
 MZ0612  NGVD 29 (??/??/92)    4.478  (m)           14.69   (f) ADJ UNCH    1 2
 MZ0612
 MZ0612.Superseded values are not recommended for survey control.
 MZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0612.See file dsdata.txt to determine how the superseded data were derived.
 MZ0612
 MZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM952734(NAD 83)
 MZ0612_MARKER: DB = BENCH MARK DISK
 MZ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0612_STAMPING: E 46 1934
 MZ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0612+STABILITY: SURFACE MOTION
 MZ0612
 MZ0612  HISTORY     - Date     Condition        Report By
 MZ0612  HISTORY     - 1934     MONUMENTED       CGS
 MZ0612  HISTORY     - 1955     GOOD             NGS
 MZ0612
 MZ0612                          STATION DESCRIPTION
 MZ0612
 MZ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MZ0612'4.35 MI S FROM HUDSON.
 MZ0612'ABOUT 4.35 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0612'STATION AT HUDSON, ABOUT 0.15 MILE NORTH OF MILE POST NY 110, AT
 MZ0612'GREENDALE (ABANDONED), 26 FEET EAST OF EAST RAIL OF EAST TRACK, 120
 MZ0612'FEET NORTH OF A POINT WHERE ROAD TURNS UPHILL TO THE EAST AWAY FROM
 MZ0612'TRACK, 32 1/2 FEET WEST OF CENTER LINE OF ROAD, 70 FEET EAST-NORTHEAST
 MZ0612'AND ACROSS TRACKS FROM TELEPHONE POLE NO. 110/8, 67 FEET SOUTHWEST AND
 MZ0612'ACROSS ROAD FROM POWER POLE NO. 3, 33 FEET NORTHWEST OF TELEPHONE POLE
 MZ0612'NO. 633/2, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF
 MZ0612'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1972 ***********************************************************************
 NA1972  DESIGNATION -  E 460
 NA1972  PID         -  NA1972
 NA1972  STATE/COUNTY-  NY/MADISON
 NA1972  USGS QUAD   -  BROOKFIELD (1943)
 NA1972
 NA1972                         *CURRENT SURVEY CONTROL
 NA1972  ___________________________________________________________________
 NA1972* NAD 83(1986)-  42 46 50.     (N)    075 16 12.     (W)     SCALED    
 NA1972* NAVD 88     -       359.663  (meters)    1179.99   (feet)  ADJUSTED  
 NA1972  ___________________________________________________________________
 NA1972  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 NA1972  DYNAMIC HT  -         359.554 (meters)    1179.64  (feet)  COMP
 NA1972  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NA1972
 NA1972  VERT ORDER  -  FIRST     CLASS II
 NA1972
 NA1972.The horizontal coordinates were scaled from a topographic map and have
 NA1972.an estimated accuracy of +/- 6 seconds.
 NA1972
 NA1972.The orthometric height was determined by differential leveling
 NA1972.and adjusted by the National Geodetic Survey in June 1991..
 NA1972
 NA1972.The geoid height was determined by GEOID03.
 NA1972
 NA1972.The dynamic height is computed by dividing the NAVD 88
 NA1972.geopotential number by the normal gravity value computed on the
 NA1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1972.degrees latitude (g = 980.6199 gals.).
 NA1972
 NA1972.The modeled gravity was interpolated from observed gravity values.
 NA1972
 NA1972;                    North         East    Units  Estimated Accuracy
 NA1972;SPC NY C     -   309,630.      357,470.      MT  (+/- 180 meters Scaled)
 NA1972
 NA1972                          SUPERSEDED SURVEY CONTROL
 NA1972
 NA1972.No superseded survey control is available for this station.
 NA1972
 NA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN779364(NAD 83)
 NA1972_MARKER: I = METAL ROD
 NA1972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NA1972_SP_SET: STAINLESS STEEL ROD
 NA1972_STAMPING: E 460 1982
 NA1972_MARK LOGO: NGS   
 NA1972_PROJECTION: FLUSH
 NA1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA1972_ROD/PIPE-DEPTH: 23.1 meters
 NA1972
 NA1972  HISTORY     - Date     Condition        Report By
 NA1972  HISTORY     - 1982     MONUMENTED       NGS
 NA1972
 NA1972                          STATION DESCRIPTION
 NA1972
 NA1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NA1972'2.25 KM (1.4 MI) NORTH FROM WEST EDMESTON.
 NA1972'0.15 KM (0.1 MI) WEST ALONG THE MAIN PAVED ROAD FROM THE CENTER OF THE
 NA1972'BRIDGE OVER THE UNADILLA RIVER IN WEST EDMESTON, THENCE 2.1 KM
 NA1972'(1.3 MI) NORTH ALONG STATE HIGHWAY 8 TO A PAVED ROAD LEADING WEST AND
 NA1972'THE MARK ON THE LEFT, 13.11 METERS (43.0 FT) NORTHWEST OF THE
 NA1972'CENTER LINE OF THE HIGHWAY, 16.16 METERS (53.0 FT) NORTH OF THE CENTER
 NA1972'OF THE PAVED ROAD, 12.90 METERS (42.3 FT) SOUTHEAST OF THE SOUTHEAST
 NA1972'CORNER OF A TWO-STORY FRAME HOUSE, 3.57 METERS (11.7 FT)
 NA1972'NORTH-NORTHEAST OF AN 18-INCH SPRUCE TREE.
 NA1972'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1319 ***********************************************************************
 OF1319  DESIGNATION -  E 461
 OF1319  PID         -  OF1319
 OF1319  STATE/COUNTY-  NY/OSWEGO
 OF1319  USGS QUAD   -  CENTRAL SQUARE (1978)
 OF1319
 OF1319                         *CURRENT SURVEY CONTROL
 OF1319  ___________________________________________________________________
 OF1319* NAD 83(1986)-  43 15 59.     (N)    076 12 48.     (W)     SCALED    
 OF1319* NAVD 88     -       113.563  (meters)     372.58   (feet)  ADJUSTED  
 OF1319  ___________________________________________________________________
 OF1319  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 OF1319  DYNAMIC HT  -         113.537 (meters)     372.50  (feet)  COMP
 OF1319  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 OF1319
 OF1319  VERT ORDER  -  FIRST     CLASS II
 OF1319
 OF1319.The horizontal coordinates were scaled from a topographic map and have
 OF1319.an estimated accuracy of +/- 6 seconds.
 OF1319
 OF1319.The orthometric height was determined by differential leveling
 OF1319.and adjusted by the National Geodetic Survey in June 1991..
 OF1319
 OF1319.The geoid height was determined by GEOID03.
 OF1319
 OF1319.The dynamic height is computed by dividing the NAVD 88
 OF1319.geopotential number by the normal gravity value computed on the
 OF1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1319.degrees latitude (g = 980.6199 gals.).
 OF1319
 OF1319.The modeled gravity was interpolated from observed gravity values.
 OF1319
 OF1319;                    North         East    Units  Estimated Accuracy
 OF1319;SPC NY C     -   362,830.      280,040.      MT  (+/- 180 meters Scaled)
 OF1319
 OF1319                          SUPERSEDED SURVEY CONTROL
 OF1319
 OF1319.No superseded survey control is available for this station.
 OF1319
 OF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN015911(NAD 83)
 OF1319_MARKER: I = METAL ROD
 OF1319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1319_SP_SET: STAINLESS STEEL ROD
 OF1319_STAMPING: E 461 1982
 OF1319_MARK LOGO: NGS   
 OF1319_PROJECTION: FLUSH
 OF1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1319_ROD/PIPE-DEPTH: 9.8  meters
 OF1319
 OF1319  HISTORY     - Date     Condition        Report By
 OF1319  HISTORY     - 1982     MONUMENTED       NGS
 OF1319
 OF1319                          STATION DESCRIPTION
 OF1319
 OF1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1319'0.9 KM (0.55 MI) SW FROM CAUGHDENOY.
 OF1319'0.9 KM (0.55 MI) SOUTHWEST ALONG COUNTY ROAD 12 FROM THE JUNCTION OF
 OF1319'COUNTY ROAD 33 IN CAUGHDENOY TO THE MARK ON THE LEFT, 21.95 METERS
 OF1319'(72.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3.50 METERS
 OF1319'(11.5 FT) SOUTHWEST OF THE WEST CORNER OF A COMBINATION WOOD FRAME AND
 OF1319'CONCRETE BLOCK HOUSE.
 OF1319'THE MARK IS 0.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE1658 ***********************************************************************
 OE1658  DESIGNATION -  E 462
 OE1658  PID         -  OE1658
 OE1658  STATE/COUNTY-  NY/OSWEGO
 OE1658  USGS QUAD   -  CLEVELAND (1993)
 OE1658
 OE1658                         *CURRENT SURVEY CONTROL
 OE1658  ___________________________________________________________________
 OE1658* NAD 83(1986)-  43 13 57.     (N)    075 53 01.     (W)     SCALED    
 OE1658* NAVD 88     -       120.733  (meters)     396.10   (feet)  ADJUSTED  
 OE1658  ___________________________________________________________________
 OE1658  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 OE1658  DYNAMIC HT  -         120.705 (meters)     396.01  (feet)  COMP
 OE1658  MODELED GRAV-     980,385.9   (mgal)                       NAVD 88
 OE1658
 OE1658  VERT ORDER  -  FIRST     CLASS II
 OE1658
 OE1658.The horizontal coordinates were scaled from a topographic map and have
 OE1658.an estimated accuracy of +/- 6 seconds.
 OE1658
 OE1658.The orthometric height was determined by differential leveling
 OE1658.and adjusted by the National Geodetic Survey in June 1991..
 OE1658
 OE1658.The geoid height was determined by GEOID03.
 OE1658
 OE1658.The dynamic height is computed by dividing the NAVD 88
 OE1658.geopotential number by the normal gravity value computed on the
 OE1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OE1658.degrees latitude (g = 980.6199 gals.).
 OE1658
 OE1658.The modeled gravity was interpolated from observed gravity values.
 OE1658
 OE1658;                    North         East    Units  Estimated Accuracy
 OE1658;SPC NY C     -   359,240.      306,840.      MT  (+/- 180 meters Scaled)
 OE1658
 OE1658                          SUPERSEDED SURVEY CONTROL
 OE1658
 OE1658.No superseded survey control is available for this station.
 OE1658
 OE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN282870(NAD 83)
 OE1658_MARKER: I = METAL ROD
 OE1658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OE1658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OE1658_STAMPING: E 462 1982
 OE1658_MARK LOGO: NGS   
 OE1658_PROJECTION: FLUSH
 OE1658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OE1658+STABILITY: POSITION/ELEVATION WELL
 OE1658_ROD/PIPE-DEPTH: 8.5  meters
 OE1658_SLEEVE-DEPTH  : 6.1 meters
 OE1658
 OE1658  HISTORY     - Date     Condition        Report By
 OE1658  HISTORY     - 1982     MONUMENTED       NGS
 OE1658
 OE1658                          STATION DESCRIPTION
 OE1658
 OE1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OE1658'IN CLEVELAND.
 OE1658'IN CLEVELAND, AT THE NORTHEAST CORNER OF THE POST OFFICE, LOCATED AT
 OE1658'THE JUNCTION OF STATE HIGHWAY 49 AND DIVISION STREET, 27.43 METERS
 OE1658'(90.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 49, 7.92 METERS (26.0 FT)
 OE1658'WEST OF THE CENTER OF DIVISION STREET, 8.22 METERS (27.0 FT) NORTHWEST
 OE1658'OF THE NORTHWEST LEG OF A MAIL BOX, 0.61 METER (2.0 FT) EAST OF THE
 OE1658'NORTHEAST CORNER OF THE POST OFFICE.
 OE1658'THE MARK IS ABOVE LEVEL WITH DIVISION STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1617 ***********************************************************************
 NB1617  DESIGNATION -  E 463
 NB1617  PID         -  NB1617
 NB1617  STATE/COUNTY-  NY/CHEMUNG
 NB1617  USGS QUAD   -  ERIN (1969)
 NB1617
 NB1617                         *CURRENT SURVEY CONTROL
 NB1617  ___________________________________________________________________
 NB1617* NAD 83(1986)-  42 12 53.     (N)    076 37 48.     (W)     SCALED    
 NB1617* NAVD 88     -       419.003  (meters)    1374.68   (feet)  ADJUSTED  
 NB1617  ___________________________________________________________________
 NB1617  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NB1617  DYNAMIC HT  -         418.844 (meters)    1374.16  (feet)  COMP
 NB1617  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 NB1617
 NB1617  VERT ORDER  -  FIRST     CLASS II
 NB1617
 NB1617.The horizontal coordinates were scaled from a topographic map and have
 NB1617.an estimated accuracy of +/- 6 seconds.
 NB1617
 NB1617.The orthometric height was determined by differential leveling
 NB1617.and adjusted by the National Geodetic Survey in June 1991..
 NB1617
 NB1617.The geoid height was determined by GEOID03.
 NB1617
 NB1617.The dynamic height is computed by dividing the NAVD 88
 NB1617.geopotential number by the normal gravity value computed on the
 NB1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1617.degrees latitude (g = 980.6199 gals.).
 NB1617
 NB1617.The modeled gravity was interpolated from observed gravity values.
 NB1617
 NB1617;                    North         East    Units  Estimated Accuracy
 NB1617;SPC NY C     -   245,940.      246,150.      MT  (+/- 180 meters Scaled)
 NB1617
 NB1617                          SUPERSEDED SURVEY CONTROL
 NB1617
 NB1617.No superseded survey control is available for this station.
 NB1617
 NB1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM654749(NAD 83)
 NB1617_MARKER: I = METAL ROD
 NB1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1617_SP_SET: STAINLESS STEEL ROD
 NB1617_STAMPING: E 463 1982
 NB1617_MARK LOGO: NGS   
 NB1617_PROJECTION: FLUSH
 NB1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1617_ROD/PIPE-DEPTH: 4.6  meters
 NB1617
 NB1617  HISTORY     - Date     Condition        Report By
 NB1617  HISTORY     - 1982     MONUMENTED       NGS
 NB1617  HISTORY     - 1989     POOR             USPSQD
 NB1617  HISTORY     - 19940926 GOOD             USPSQD
 NB1617
 NB1617                          STATION DESCRIPTION
 NB1617
 NB1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1617'8.0 KM (5.0 MI) WEST FROM VAN ETTEN.
 NB1617'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 224 FROM THE
 NB1617'JUNCTION OF STATE HIGHWAY 34 IN VAN ETTEN, THENCE 3.4 KM
 NB1617'(2.1 MI) WEST ALONG STATE HIGHWAY 223 TO THE MARK ON THE
 NB1617'RIGHT AND ACROSS THE HIGHWAY FROM MILE MARKER 223 6201 1105,
 NB1617'5.68 METERS (18.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 NB1617'HIGHWAY, 3.60 METERS (11.8 FT) NORTHWEST OF THE SOUTHWEST
 NB1617'END OF A STEEL CABLE GUARDRAIL, 1.15 METERS (3.8 FT)
 NB1617'NORTHEAST OF A STEEL CABLE GUARDRAIL.
 NB1617'THE MARK IS 1.10 METERS  SE FROM A WITNESS POST.
 NB1617'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NB1617
 NB1617                          STATION RECOVERY (1989)
 NB1617
 NB1617'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB1617'MARK RECOVERED IN POOR CONDITION.
 NB1617
 NB1617                          STATION RECOVERY (1994)
 NB1617
 NB1617'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1642 ***********************************************************************
 NB1642  DESIGNATION -  E 464
 NB1642  PID         -  NB1642
 NB1642  STATE/COUNTY-  NY/TOMPKINS
 NB1642  USGS QUAD   -  LUDLOWVILLE (1971)
 NB1642
 NB1642                         *CURRENT SURVEY CONTROL
 NB1642  ___________________________________________________________________
 NB1642* NAD 83(1986)-  42 31 37.     (N)    076 30 01.     (W)     SCALED    
 NB1642* NAVD 88     -       270.147  (meters)     886.31   (feet)  ADJUSTED  
 NB1642  ___________________________________________________________________
 NB1642  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NB1642  DYNAMIC HT  -         270.057 (meters)     886.01  (feet)  COMP
 NB1642  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 NB1642
 NB1642  VERT ORDER  -  FIRST     CLASS II
 NB1642
 NB1642.The horizontal coordinates were scaled from a topographic map and have
 NB1642.an estimated accuracy of +/- 6 seconds.
 NB1642
 NB1642.The orthometric height was determined by differential leveling
 NB1642.and adjusted by the National Geodetic Survey in June 1991..
 NB1642
 NB1642.The geoid height was determined by GEOID03.
 NB1642
 NB1642.The dynamic height is computed by dividing the NAVD 88
 NB1642.geopotential number by the normal gravity value computed on the
 NB1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1642.degrees latitude (g = 980.6199 gals.).
 NB1642
 NB1642.The modeled gravity was interpolated from observed gravity values.
 NB1642
 NB1642;                    North         East    Units  Estimated Accuracy
 NB1642;SPC NY C     -   280,630.      256,820.      MT  (+/- 180 meters Scaled)
 NB1642
 NB1642                          SUPERSEDED SURVEY CONTROL
 NB1642
 NB1642.No superseded survey control is available for this station.
 NB1642
 NB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN767093(NAD 83)
 NB1642_MARKER: DB = BENCH MARK DISK
 NB1642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NB1642_SP_SET: HEADWALL OF CULVERT
 NB1642_STAMPING: E 464 1982
 NB1642_MARK LOGO: NGS   
 NB1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1642
 NB1642  HISTORY     - Date     Condition        Report By
 NB1642  HISTORY     - 1982     MONUMENTED       NGS
 NB1642  HISTORY     - 1990     GOOD             USPSQD
 NB1642  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 NB1642
 NB1642                          STATION DESCRIPTION
 NB1642
 NB1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1642'1.4 KM (0.9 MI) SE FROM SOUTH LANSING.
 NB1642'1.4 KM (0.9 MI) SOUTHEAST ALONG STATE HIGHWAY 34 FROM THE
 NB1642'JUNCTION OF STATE HIGHWAY 34B IN SOUTH LANSING TO THE MARK
 NB1642'ON THE LEFT, IN TOP OF THE NORTH END OF A CONCRETE CULVERT
 NB1642'UNDER THE HIGHWAY AND ACROSS THE HIGHWAY FROM MILE MARKER 34
 NB1642'3604 3049, 8.10 METERS (26.6 FT) EAST OF THE CENTERLINE OF THE
 NB1642'HIGHWAY.
 NB1642'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 NB1642'THE MARK IS 0.15 M BELOW HIGHWAY.
 NB1642
 NB1642                          STATION RECOVERY (1990)
 NB1642
 NB1642'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEZ)
 NB1642'RECOVERED IN GOOD CONDITION.
 NB1642
 NB1642                          STATION RECOVERY (1999)
 NB1642
 NB1642'RECOVERY NOTE BY US POWER SQUADRON 1999
 NB1642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1669 ***********************************************************************
 NB1669  DESIGNATION -  E 465
 NB1669  PID         -  NB1669
 NB1669  STATE/COUNTY-  NY/CAYUGA
 NB1669  USGS QUAD   -  CAYUGA (1954)
 NB1669
 NB1669                         *CURRENT SURVEY CONTROL
 NB1669  ___________________________________________________________________
 NB1669* NAD 83(1986)-  42 55 22.     (N)    076 40 29.     (W)     SCALED    
 NB1669* NAVD 88     -       161.266  (meters)     529.09   (feet)  ADJUSTED  
 NB1669  ___________________________________________________________________
 NB1669  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NB1669  DYNAMIC HT  -         161.225 (meters)     528.95  (feet)  COMP
 NB1669  MODELED GRAV-     980,360.2   (mgal)                       NAVD 88
 NB1669
 NB1669  VERT ORDER  -  FIRST     CLASS II
 NB1669
 NB1669.The horizontal coordinates were scaled from a topographic map and have
 NB1669.an estimated accuracy of +/- 6 seconds.
 NB1669
 NB1669.The orthometric height was determined by differential leveling
 NB1669.and adjusted by the National Geodetic Survey in June 1991..
 NB1669
 NB1669.The geoid height was determined by GEOID03.
 NB1669
 NB1669.The dynamic height is computed by dividing the NAVD 88
 NB1669.geopotential number by the normal gravity value computed on the
 NB1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1669.degrees latitude (g = 980.6199 gals.).
 NB1669
 NB1669.The modeled gravity was interpolated from observed gravity values.
 NB1669
 NB1669;                    North         East    Units  Estimated Accuracy
 NB1669;SPC NY C     -   324,600.      242,540.      MT  (+/- 180 meters Scaled)
 NB1669
 NB1669                          SUPERSEDED SURVEY CONTROL
 NB1669
 NB1669.No superseded survey control is available for this station.
 NB1669
 NB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN633536(NAD 83)
 NB1669_MARKER: I = METAL ROD
 NB1669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NB1669_SP_SET: STAINLESS STEEL ROD
 NB1669_STAMPING: E 465 1982
 NB1669_MARK LOGO: NGS   
 NB1669_PROJECTION: FLUSH
 NB1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1669_ROD/PIPE-DEPTH: 7.1  meters
 NB1669
 NB1669  HISTORY     - Date     Condition        Report By
 NB1669  HISTORY     - 1982     MONUMENTED       NGS
 NB1669  HISTORY     - 1990     GOOD             USPSQD
 NB1669
 NB1669                          STATION DESCRIPTION
 NB1669
 NB1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NB1669'4.3 KM (2.7 MI) EAST FROM CAYUGA.
 NB1669'4.3 KM (2.7 MI) EAST ALONG WEST GENESEE STREET FROM THE
 NB1669'INTERSECTION OF STATE HIGHWAY 90 IN CAYUGA TO THE MARK ON
 NB1669'THE RIGHT, AT THE JUNCTION OF BENHAM ROAD AND ON THE SOUTH
 NB1669'SIDE OF THE SOUTH POLE OF A SIGN (YAWGER BROOK STABLES),
 NB1669'11.55 METERS (37.9 FT) SOUTH OF THE CENTERLINE OF WEST GENESEE
 NB1669'STREET, 15.60 METERS (51.2 FT) WEST OF THE CENTER OF BENHAM
 NB1669'ROAD, 0.40 METER (1.3 FT) SOUTH OF THE SOUTH POLE OF THE SIGN.
 NB1669'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 NB1669'THE MARK IS 0.60 M BELOW STREET.
 NB1669
 NB1669                          STATION RECOVERY (1990)
 NB1669
 NB1669'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1292 ***********************************************************************
 OF1292  DESIGNATION -  E 466
 OF1292  PID         -  OF1292
 OF1292  STATE/COUNTY-  NY/OSWEGO
 OF1292  USGS QUAD   -  HANNIBAL (1978)
 OF1292
 OF1292                         *CURRENT SURVEY CONTROL
 OF1292  ___________________________________________________________________
 OF1292* NAD 83(1986)-  43 15 48.     (N)    076 34 48.     (W)     SCALED    
 OF1292* NAVD 88     -       129.474  (meters)     424.78   (feet)  ADJUSTED  
 OF1292  ___________________________________________________________________
 OF1292  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OF1292  DYNAMIC HT  -         129.445 (meters)     424.69  (feet)  COMP
 OF1292  MODELED GRAV-     980,394.0   (mgal)                       NAVD 88
 OF1292
 OF1292  VERT ORDER  -  FIRST     CLASS II
 OF1292
 OF1292.The horizontal coordinates were scaled from a topographic map and have
 OF1292.an estimated accuracy of +/- 6 seconds.
 OF1292
 OF1292.The orthometric height was determined by differential leveling
 OF1292.and adjusted by the National Geodetic Survey in June 1991..
 OF1292
 OF1292.The geoid height was determined by GEOID03.
 OF1292
 OF1292.The dynamic height is computed by dividing the NAVD 88
 OF1292.geopotential number by the normal gravity value computed on the
 OF1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1292.degrees latitude (g = 980.6199 gals.).
 OF1292
 OF1292.The modeled gravity was interpolated from observed gravity values.
 OF1292
 OF1292;                    North         East    Units  Estimated Accuracy
 OF1292;SPC NY C     -   362,420.      250,270.      MT  (+/- 180 meters Scaled)
 OF1292
 OF1292                          SUPERSEDED SURVEY CONTROL
 OF1292
 OF1292.No superseded survey control is available for this station.
 OF1292
 OF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN717912(NAD 83)
 OF1292_MARKER: I = METAL ROD
 OF1292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1292_SP_SET: STAINLESS STEEL ROD
 OF1292_STAMPING: E 466 1982
 OF1292_MARK LOGO: NGS   
 OF1292_PROJECTION: FLUSH
 OF1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1292_ROD/PIPE-DEPTH: 7.9  meters
 OF1292
 OF1292  HISTORY     - Date     Condition        Report By
 OF1292  HISTORY     - 1982     MONUMENTED       NGS
 OF1292  HISTORY     - 19910731 GOOD             USPSQD
 OF1292
 OF1292                          STATION DESCRIPTION
 OF1292
 OF1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1292'6.5 KM (4.05 MI) SOUTH FROM HANNIBAL.
 OF1292'1.7 KM (1.05 MI) SOUTH ALONG CAYUGA STREET FROM THE JUNCTION
 OF1292'OF STATE HIGHWAY 104A IN HANNIBAL, THENCE 4.8 KM (3.0 MI)
 OF1292'SOUTH ALONG STATE HIGHWAY 34 TO THE MARK ON THE LEFT,
 OF1292'12.80 METERS (42.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 OF1292'1.95 METERS (6.4 FT) SOUTH OF UTILITY POLE 77 78, 0.45 METER
 OF1292'(1.5 FT) WEST OF THE NORTHWEST CORNER OF A WIRE FENCE AROUND
 OF1292'THE ETHEL CEMETERY.
 OF1292'THE MARK IS 0.75 METERS  SW FROM A WITNESS POST.
 OF1292'THE MARK IS 1.5 M ABOVE HIGHWAY.
 OF1292
 OF1292                          STATION RECOVERY (1991)
 OF1292
 OF1292'RECOVERY NOTE BY US POWER SQUADRON 1991 (RRZ)
 OF1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1279 ***********************************************************************
 OF1279  DESIGNATION -  E 467
 OF1279  PID         -  OF1279
 OF1279  STATE/COUNTY-  NY/CAYUGA
 OF1279  USGS QUAD   -  WEEDSPORT (1978)
 OF1279
 OF1279                         *CURRENT SURVEY CONTROL
 OF1279  ___________________________________________________________________
 OF1279* NAD 83(1986)-  43 05 16.     (N)    076 33 14.     (W)     SCALED    
 OF1279* NAVD 88     -       121.206  (meters)     397.66   (feet)  ADJUSTED  
 OF1279  ___________________________________________________________________
 OF1279  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OF1279  DYNAMIC HT  -         121.177 (meters)     397.56  (feet)  COMP
 OF1279  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 OF1279
 OF1279  VERT ORDER  -  FIRST     CLASS II
 OF1279
 OF1279.The horizontal coordinates were scaled from a topographic map and have
 OF1279.an estimated accuracy of +/- 6 seconds.
 OF1279
 OF1279.The orthometric height was determined by differential leveling
 OF1279.and adjusted by the National Geodetic Survey in June 1991..
 OF1279
 OF1279.The geoid height was determined by GEOID03.
 OF1279
 OF1279.The dynamic height is computed by dividing the NAVD 88
 OF1279.geopotential number by the normal gravity value computed on the
 OF1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OF1279.degrees latitude (g = 980.6199 gals.).
 OF1279
 OF1279.The modeled gravity was interpolated from observed gravity values.
 OF1279
 OF1279;                    North         East    Units  Estimated Accuracy
 OF1279;SPC NY C     -   342,920.      252,400.      MT  (+/- 180 meters Scaled)
 OF1279
 OF1279                          SUPERSEDED SURVEY CONTROL
 OF1279
 OF1279.No superseded survey control is available for this station.
 OF1279
 OF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN735717(NAD 83)
 OF1279_MARKER: I = METAL ROD
 OF1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OF1279_SP_SET: STAINLESS STEEL ROD
 OF1279_STAMPING: E 467 1982
 OF1279_MARK LOGO: NGS   
 OF1279_PROJECTION: FLUSH
 OF1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OF1279_ROD/PIPE-DEPTH: 7.8  meters
 OF1279
 OF1279  HISTORY     - Date     Condition        Report By
 OF1279  HISTORY     - 1982     MONUMENTED       NGS
 OF1279
 OF1279                          STATION DESCRIPTION
 OF1279
 OF1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OF1279'4.7 KM (2.9 MI) NE FROM WEEDSPORT.
 OF1279'4.7 KM (2.9 MI) NORTHEAST ALONG STATE HIGHWAY 34 FROM THE
 OF1279'JUNCTION OF STATE HIGHWAY 31B IN WEEDSPORT TO THE MARK ON THE
 OF1279'LEFT, AT THE JUNCTION OF HOLMES ROAD, 21.15 METERS (69.4 FT)
 OF1279'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.25 METERS
 OF1279'(33.6 FT) NORTH OF THE CENTER OF HOLMES ROAD, 0.58 METER
 OF1279'(1.9 FT) SOUTH OF UTILITY POLE NUMBER RGE 257-1 54049 1.
 OF1279'THE MARK IS 0.58 METERS  SW FROM A WITNESS POST.
 OF1279'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1724 ***********************************************************************
 NB1724  DESIGNATION -  E 468
 NB1724  PID         -  NB1724
 NB1724  STATE/COUNTY-  NY/ALLEGANY
 NB1724  USGS QUAD   -  ANDOVER (1976)
 NB1724
 NB1724                         *CURRENT SURVEY CONTROL
 NB1724  ___________________________________________________________________
 NB1724* NAD 83(1986)-  42 09 16.     (N)    077 47 44.     (W)     SCALED    
 NB1724* NAVD 88     -       507.042  (meters)    1663.52   (feet)  ADJUSTED  
 NB1724  ___________________________________________________________________
 NB1724  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 NB1724  DYNAMIC HT  -         506.840 (meters)    1662.86  (feet)  COMP
 NB1724  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 NB1724
 NB1724  VERT ORDER  -  FIRST     CLASS II
 NB1724
 NB1724.The horizontal coordinates were scaled from a topographic map and have
 NB1724.an estimated accuracy of +/- 6 seconds.
 NB1724
 NB1724.The orthometric height was determined by differential leveling
 NB1724.and adjusted by the National Geodetic Survey in June 1991..
 NB1724
 NB1724.The geoid height was determined by GEOID03.
 NB1724
 NB1724.The dynamic height is computed by dividing the NAVD 88
 NB1724.geopotential number by the normal gravity value computed on the
 NB1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1724.degrees latitude (g = 980.6199 gals.).
 NB1724
 NB1724.The modeled gravity was interpolated from observed gravity values.
 NB1724
 NB1724;                    North         East    Units  Estimated Accuracy
 NB1724;SPC NY W     -   239,550.      415,110.      MT  (+/- 180 meters Scaled)
 NB1724
 NB1724                          SUPERSEDED SURVEY CONTROL
 NB1724
 NB1724.No superseded survey control is available for this station.
 NB1724
 NB1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM690707(NAD 83)
 NB1724_MARKER: I = METAL ROD
 NB1724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NB1724_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NB1724_STAMPING: E 468 1983
 NB1724_MARK LOGO: NGS   
 NB1724_PROJECTION: FLUSH
 NB1724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1724+STABILITY: POSITION/ELEVATION WELL
 NB1724_ROD/PIPE-DEPTH: 8.0  meters
 NB1724_SLEEVE-DEPTH  : 6.1 meters
 NB1724
 NB1724  HISTORY     - Date     Condition        Report By
 NB1724  HISTORY     - 1983     MONUMENTED       NGS
 NB1724  HISTORY     - 20020301 MARK NOT FOUND   NYDT
 NB1724  HISTORY     - 20041005 GOOD             USPSQD
 NB1724
 NB1724                          STATION DESCRIPTION
 NB1724
 NB1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1724'IN ANDOVER.
 NB1724'IN ANDOVER, AT THE JUNCTION OF SOUTH MAIN STREET (STATE HIGHWAY 21)
 NB1724'AND STATE HIGHWAY 417, AT THE SOUTHEAST CORNER OF THE ANDOVER FIRE
 NB1724'DEPARTMENT, 16.45 METERS (54.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 NB1724'417, 22.55 METERS (74.0 FT) WEST OF THE CENTERLINE OF SOUTH MAIN
 NB1724'STREET, 0.91 METER (3.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NB1724'FIRE DEPARTMENT.
 NB1724'THE MARK IS 0.3 M ABOVE STREET.
 NB1724
 NB1724                          STATION RECOVERY (2002)
 NB1724
 NB1724'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (PAF)
 NB1724'MARK NOT FOUND.
 NB1724
 NB1724                          STATION RECOVERY (2004)
 NB1724
 NB1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 NB1724'MARK WAS FOUND WHERE INDICATED.IT IS NOW 4 INCHES BELOW GROUND IN A
 NB1724'PLANTING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1685 ***********************************************************************
 NB1685  DESIGNATION -  E 469
 NB1685  PID         -  NB1685
 NB1685  STATE/COUNTY-  NY/CHEMUNG
 NB1685  USGS QUAD   -  ELMIRA (1969)
 NB1685
 NB1685                         *CURRENT SURVEY CONTROL
 NB1685  ___________________________________________________________________
 NB1685* NAD 83(1986)-  42 04 59.     (N)    076 51 58.     (W)     SCALED    
 NB1685* NAVD 88     -       268.637  (meters)     881.35   (feet)  ADJUSTED  
 NB1685  ___________________________________________________________________
 NB1685  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 NB1685  DYNAMIC HT  -         268.535 (meters)     881.02  (feet)  COMP
 NB1685  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 NB1685
 NB1685  VERT ORDER  -  FIRST     CLASS II
 NB1685
 NB1685.The horizontal coordinates were scaled from a topographic map and have
 NB1685.an estimated accuracy of +/- 6 seconds.
 NB1685
 NB1685.The orthometric height was determined by differential leveling
 NB1685.and adjusted by the National Geodetic Survey in June 1991..
 NB1685
 NB1685.The geoid height was determined by GEOID03.
 NB1685
 NB1685.The dynamic height is computed by dividing the NAVD 88
 NB1685.geopotential number by the normal gravity value computed on the
 NB1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1685.degrees latitude (g = 980.6199 gals.).
 NB1685
 NB1685.The modeled gravity was interpolated from observed gravity values.
 NB1685
 NB1685;                    North         East    Units  Estimated Accuracy
 NB1685;SPC NY C     -   231,360.      226,600.      MT  (+/- 180 meters Scaled)
 NB1685
 NB1685                          SUPERSEDED SURVEY CONTROL
 NB1685
 NB1685.No superseded survey control is available for this station.
 NB1685
 NB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM456606(NAD 83)
 NB1685_MARKER: DB = BENCH MARK DISK
 NB1685_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NB1685_SP_SET: ABUTMENT
 NB1685_STAMPING: E 469 1983
 NB1685_MARK LOGO: NGS   
 NB1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1685
 NB1685  HISTORY     - Date     Condition        Report By
 NB1685  HISTORY     - 1983     MONUMENTED       NGS
 NB1685  HISTORY     - 1990     GOOD             USPSQD
 NB1685  HISTORY     - 19971206 GOOD             USPSQD
 NB1685
 NB1685                          STATION DESCRIPTION
 NB1685
 NB1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1685'2.1 KM (1.30 MI) WEST FROM WEST ELMIRA.
 NB1685'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 352 FROM THE TOWN HALL IN
 NB1685'WEST ELMIRA, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG STATE HIGHWAY 225
 NB1685'TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 NB1685'ABUTMENT OF THE BRIDGE OVER THE CHEMUNG RIVER, 7.92 METERS (26.0 FT)
 NB1685'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.34 METER (1.1 FT)
 NB1685'NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT.
 NB1685'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NB1685
 NB1685                          STATION RECOVERY (1990)
 NB1685
 NB1685'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB1685'RECOVERED IN GOOD CONDITION.
 NB1685
 NB1685                          STATION RECOVERY (1997)
 NB1685
 NB1685'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0502 ***********************************************************************
 NA0502  DESIGNATION -  E 47
 NA0502  PID         -  NA0502
 NA0502  STATE/COUNTY-  NY/ULSTER
 NA0502  USGS QUAD   -  PHOENICIA (1980)
 NA0502
 NA0502                         *CURRENT SURVEY CONTROL
 NA0502  ___________________________________________________________________
 NA0502* NAD 83(1986)-  42 03 01.     (N)    074 17 26.     (W)     SCALED    
 NA0502* NAVD 88     -       218.913  (meters)     718.22   (feet)  ADJUSTED  
 NA0502  ___________________________________________________________________
 NA0502  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 NA0502  DYNAMIC HT  -         218.835 (meters)     717.96  (feet)  COMP
 NA0502  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NA0502
 NA0502  VERT ORDER  -  SECOND    CLASS 0
 NA0502
 NA0502.The horizontal coordinates were scaled from a topographic map and have
 NA0502.an estimated accuracy of +/- 6 seconds.
 NA0502
 NA0502.The orthometric height was determined by differential leveling
 NA0502.and adjusted by the National Geodetic Survey in June 1991..
 NA0502
 NA0502.The geoid height was determined by GEOID03.
 NA0502
 NA0502.The dynamic height is computed by dividing the NAVD 88
 NA0502.geopotential number by the normal gravity value computed on the
 NA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0502.degrees latitude (g = 980.6199 gals.).
 NA0502
 NA0502.The modeled gravity was interpolated from observed gravity values.
 NA0502
 NA0502;                    North         East    Units  Estimated Accuracy
 NA0502;SPC NY E     -   357,210.      167,340.      MT  (+/- 180 meters Scaled)
 NA0502
 NA0502                          SUPERSEDED SURVEY CONTROL
 NA0502
 NA0502  NGVD 29 (??/??/92)  219.113  (m)          718.87   (f) ADJ UNCH    2 0
 NA0502
 NA0502.Superseded values are not recommended for survey control.
 NA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0502.See file dsdata.txt to determine how the superseded data were derived.
 NA0502
 NA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM587556(NAD 83)
 NA0502_MARKER: DB = BENCH MARK DISK
 NA0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA0502_SP_SET: SIGNAL TOWER BASE
 NA0502_STAMPING: E-47 1934
 NA0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA0502
 NA0502  HISTORY     - Date     Condition        Report By
 NA0502  HISTORY     - 1934     MONUMENTED       CGS
 NA0502  HISTORY     - 1942     GOOD             NGS
 NA0502
 NA0502                          STATION DESCRIPTION
 NA0502
 NA0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0502'AT MT. PLEASANT.
 NA0502'AT MT. PLEASANT, ALONG THE WEST SHORE RAILROAD, 27 RAILS NORTHEAST OF
 NA0502'THE STATION, 15 RAILS NORTHEAST OF MILE-POST NO. K-25, SET IN THE
 NA0502'NORTH CORNER OF AN OLD SIGNAL TOWER BASE, ABOUT 75 FEET SOUTHEAST OF
 NA0502'A 2-STORY WHITE FARM HOUSE, 63.3 FEET SOUTH OF POLE NO. 4, 41 FEET
 NA0502'NORTHWEST OF THE CENTER-LINE OF THE ROAD, 19 FEET SOUTHEAST OF THE
 NA0502'SOUTHEAST RAIL OF THE TRACK, 12 FEET NORTHWEST OF THE RIGHT-OF-WAY
 NA0502'FENCE, FLUSH WITH GROUND.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1711 ***********************************************************************
 NB1711  DESIGNATION -  E 470
 NB1711  PID         -  NB1711
 NB1711  STATE/COUNTY-  NY/STEUBEN
 NB1711  USGS QUAD   -  CANISTEO (1978)
 NB1711
 NB1711                         *CURRENT SURVEY CONTROL
 NB1711  ___________________________________________________________________
 NB1711* NAD 83(1986)-  42 15 29.     (N)    077 32 17.     (W)     SCALED    
 NB1711* NAVD 88     -       348.574  (meters)    1143.61   (feet)  ADJUSTED  
 NB1711  ___________________________________________________________________
 NB1711  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 NB1711  DYNAMIC HT  -         348.447 (meters)    1143.20  (feet)  COMP
 NB1711  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 NB1711
 NB1711  VERT ORDER  -  FIRST     CLASS II
 NB1711
 NB1711.The horizontal coordinates were scaled from a topographic map and have
 NB1711.an estimated accuracy of +/- 6 seconds.
 NB1711
 NB1711.The orthometric height was determined by differential leveling
 NB1711.and adjusted by the National Geodetic Survey in June 1991..
 NB1711
 NB1711.The geoid height was determined by GEOID03.
 NB1711
 NB1711.The dynamic height is computed by dividing the NAVD 88
 NB1711.geopotential number by the normal gravity value computed on the
 NB1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1711.degrees latitude (g = 980.6199 gals.).
 NB1711
 NB1711.The modeled gravity was interpolated from observed gravity values.
 NB1711
 NB1711;                    North         East    Units  Estimated Accuracy
 NB1711;SPC NY C     -   251,200.      171,230.      MT  (+/- 180 meters Scaled)
 NB1711
 NB1711                          SUPERSEDED SURVEY CONTROL
 NB1711
 NB1711.No superseded survey control is available for this station.
 NB1711
 NB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM906815(NAD 83)
 NB1711_MARKER: DB = BENCH MARK DISK
 NB1711_SETTING: 66 = SET IN ROCK OUTCROP
 NB1711_SP_SET: ROCK OUTCROP
 NB1711_STAMPING: E 470 1983
 NB1711_MARK LOGO: NGS   
 NB1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NB1711+STABILITY: POSITION/ELEVATION WELL
 NB1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NB1711+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 NB1711
 NB1711  HISTORY     - Date     Condition        Report By
 NB1711  HISTORY     - 1983     MONUMENTED       NGS
 NB1711  HISTORY     - 20060914 GOOD             HEI
 NB1711
 NB1711                          STATION DESCRIPTION
 NB1711
 NB1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1711'6.9 KM (4.25 MI) EAST FROM CANISTEO.
 NB1711'0.9 KM (0.55 MI) NORTH ALONG DEPOT STREET FROM THE POST OFFICE IN
 NB1711'CANISTEO, THENCE 6.0 KM (3.7 MI) EAST ALONG COUNTY ROAD 128, TO A
 NB1711'LARGE ROCK CUT AND THE MARK ON THE LEFT, SET VERTICALLY AT THE BASE
 NB1711'AND ABOUT THE MIDDLE OF THE ROCK CUT, 6.71 METERS (22.0 FT) NORTHEAST
 NB1711'OF THE CENTERLINE OF THE ROAD.
 NB1711'THE MARK IS 0.50 M ABOVE ROAD.
 NB1711
 NB1711                          STATION RECOVERY (2006)
 NB1711
 NB1711'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 NB1711'RECOVERED AS DESCRIBED.
 NB1711' 
 NB1711'NOTE...
 NB1711'SET TEMPORARY BENCHMARK AT S/E END OF GUARD RAIL AT S/E CORNER OF
 NB1711'COUNTY ROAD 119 AND DRIVEWAY INTERSECTION.  RAN DIGITAL LEVEL RUN FOR
 NB1711'GPS OBSERVATIONS.  SET 3 FOOT LONG, 5/8 INCH DIAMETER REBAR WITH RED
 NB1711'HEI CONTROL POINT PLASTIC CAP.
 NB1711' 
 NB1711'NB1711 TO TEMPORARY BENCHMARK
 NB1711'APPROXIMATE AZIMUTH = 116D 40M 06S
 NB1711'APPROXIMATE DISTANCE = 393M (1291 SFT)
 NB1711'NAVD88 ELEVATION = 343.373M (1126.549 FT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0902 ***********************************************************************
 NC0902  DESIGNATION -  E 471
 NC0902  PID         -  NC0902
 NC0902  STATE/COUNTY-  NY/ERIE
 NC0902  USGS QUAD   -  ANGOLA (1960)
 NC0902
 NC0902                         *CURRENT SURVEY CONTROL
 NC0902  ___________________________________________________________________
 NC0902* NAD 83(1986)-  42 38 30.     (N)    079 01 39.     (W)     SCALED    
 NC0902* NAVD 88     -       204.839  (meters)     672.04   (feet)  ADJUSTED  
 NC0902  ___________________________________________________________________
 NC0902  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NC0902  DYNAMIC HT  -         204.778 (meters)     671.84  (feet)  COMP
 NC0902  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 NC0902
 NC0902  VERT ORDER  -  FIRST     CLASS II
 NC0902
 NC0902.The horizontal coordinates were scaled from a topographic map and have
 NC0902.an estimated accuracy of +/- 6 seconds.
 NC0902
 NC0902.The orthometric height was determined by differential leveling
 NC0902.and adjusted by the National Geodetic Survey in June 1991..
 NC0902
 NC0902.The geoid height was determined by GEOID03.
 NC0902
 NC0902.The dynamic height is computed by dividing the NAVD 88
 NC0902.geopotential number by the normal gravity value computed on the
 NC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0902.degrees latitude (g = 980.6199 gals.).
 NC0902
 NC0902.The modeled gravity was interpolated from observed gravity values.
 NC0902
 NC0902;                    North         East    Units  Estimated Accuracy
 NC0902;SPC NY W     -   293,460.      313,580.      MT  (+/- 180 meters Scaled)
 NC0902
 NC0902                          SUPERSEDED SURVEY CONTROL
 NC0902
 NC0902  NGVD 29 (06/03/92)  204.967  (m)          672.46   (f) ADJUSTED    1 2
 NC0902
 NC0902.Superseded values are not recommended for survey control.
 NC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0902.See file dsdata.txt to determine how the superseded data were derived.
 NC0902
 NC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH617229(NAD 83)
 NC0902_MARKER: I = METAL ROD
 NC0902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC0902_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC0902_STAMPING: E 471 1983
 NC0902_MARK LOGO: NGS   
 NC0902_PROJECTION: FLUSH
 NC0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0902+STABILITY: POSITION/ELEVATION WELL
 NC0902_ROD/PIPE-DEPTH: 5.2  meters
 NC0902_SLEEVE-DEPTH  : 4.6 meters
 NC0902
 NC0902  HISTORY     - Date     Condition        Report By
 NC0902  HISTORY     - 1983     MONUMENTED       NGS
 NC0902  HISTORY     - 19941029 GOOD             USPSQD
 NC0902  HISTORY     - 20050608 GOOD             NYDT
 NC0902
 NC0902                          STATION DESCRIPTION
 NC0902
 NC0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0902'IN ANGOLA.
 NC0902'IN ANGOLA, IN THE NORTHEAST ANGLE OF THE JUNCTION OF NORTH MAIN AND
 NC0902'MAPLE STREETS, ON THE PROPERTY OF THE NIAGARA MOHAWK POWER COMPANY,
 NC0902'21.95 METERS (72.0 FT) EAST OF THE CENTERLINE OF NORTH MAIN STREET,
 NC0902'8.53 METERS (28.0 FT) NORTH OF THE CENTER OF MAPLE STREET,
 NC0902'10.06 METERS (33.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 NC0902'NIAGARA MOHAWK BUILDING, 2.01 METERS (6.6 FT) SOUTH OF THE SOUTH FACE
 NC0902'OF THE BUILDING, 1.37 METERS (4.5 FT) EAST OF THE FLAGPOLE.
 NC0902'THE MARK IS ABOVE LEVEL WITH STREETS.
 NC0902
 NC0902                          STATION RECOVERY (1994)
 NC0902
 NC0902'RECOVERY NOTE BY US POWER SQUADRON 1994
 NC0902'RECOVERED IN GOOD CONDITION.
 NC0902
 NC0902                          STATION RECOVERY (2005)
 NC0902
 NC0902'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (KJT)
 NC0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0879 ***********************************************************************
 NC0879  DESIGNATION -  E 472
 NC0879  PID         -  NC0879
 NC0879  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0879  USGS QUAD   -  DUNKIRK (1979)
 NC0879
 NC0879                         *CURRENT SURVEY CONTROL
 NC0879  ___________________________________________________________________
 NC0879* NAD 83(1986)-  42 29 07.     (N)    079 21 00.     (W)     SCALED    
 NC0879* NAVD 88     -       181.987  (meters)     597.07   (feet)  ADJUSTED  
 NC0879  ___________________________________________________________________
 NC0879  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NC0879  DYNAMIC HT  -         181.929 (meters)     596.88  (feet)  COMP
 NC0879  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 NC0879
 NC0879  VERT ORDER  -  FIRST     CLASS II
 NC0879
 NC0879.The horizontal coordinates were scaled from a topographic map and have
 NC0879.an estimated accuracy of +/- 6 seconds.
 NC0879
 NC0879.The orthometric height was determined by differential leveling
 NC0879.and adjusted by the National Geodetic Survey in November 1993..
 NC0879
 NC0879.The geoid height was determined by GEOID03.
 NC0879
 NC0879.The dynamic height is computed by dividing the NAVD 88
 NC0879.geopotential number by the normal gravity value computed on the
 NC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0879.degrees latitude (g = 980.6199 gals.).
 NC0879
 NC0879.The modeled gravity was interpolated from observed gravity values.
 NC0879
 NC0879;                    North         East    Units  Estimated Accuracy
 NC0879;SPC NY W     -   276,280.      286,970.      MT  (+/- 180 meters Scaled)
 NC0879
 NC0879                          SUPERSEDED SURVEY CONTROL
 NC0879
 NC0879  NAVD 88 (06/15/91)  181.991  (m)          597.08   (f) UNKNOWN     1 2
 NC0879  NGVD 29 (06/03/92)  182.131  (m)          597.54   (f) ADJUSTED    1 2
 NC0879
 NC0879.Superseded values are not recommended for survey control.
 NC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0879.See file dsdata.txt to determine how the superseded data were derived.
 NC0879
 NC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH356049(NAD 83)
 NC0879_MARKER: I = METAL ROD
 NC0879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NC0879+WITH SETTING: INFORMATION.
 NC0879_SP_SET: SHALLOW SET METAL ROD
 NC0879_STAMPING: E 472 1983
 NC0879_MARK LOGO: NGS   
 NC0879_PROJECTION: FLUSH
 NC0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0879_ROD/PIPE-DEPTH: 2.4  meters
 NC0879
 NC0879  HISTORY     - Date     Condition        Report By
 NC0879  HISTORY     - 1983     MONUMENTED       NGS
 NC0879
 NC0879                          STATION DESCRIPTION
 NC0879
 NC0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0879'1.3 KM (0.8 MI) WEST FROM DUNKIRK.
 NC0879'1.3 KM (0.8 MI) WEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 NC0879'CENTRAL AVENUE IN DUNKIRK TO THE MARK ON THE RIGHT, IN THE NORTHEAST
 NC0879'ANGLE OF THE JUNCTION OF POINT DRIVE NORTH, 21.95 METERS (72.0 FT)
 NC0879'NORTH OF THE CENTERLINE OF THE HIGHWAY, 31.39 METERS (103.0 FT) EAST
 NC0879'OF THE CENTER OF THE DRIVE, 1.25 METERS (4.1 FT) WEST OF THE MOST
 NC0879'WESTERLY LEG OF A HIGH TENSION POWERLINE CROSSING.  NOTE--SEVERAL
 NC0879'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVE TO REFUSAL AND ANCHORED AT
 NC0879'2.4 METERS.
 NC0879'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7175 ***********************************************************************
 AB7175  DESIGNATION -  E 475
 AB7175  PID         -  AB7175
 AB7175  STATE/COUNTY-  NY/NIAGARA
 AB7175  USGS QUAD   -  
 AB7175
 AB7175                         *CURRENT SURVEY CONTROL
 AB7175  ___________________________________________________________________
 AB7175* NAD 83(1986)-  43 13 50.     (N)    079 00 09.     (W)     SCALED    
 AB7175* NAVD 88     -        94.498  (meters)     310.03   (feet)  ADJUSTED  
 AB7175  ___________________________________________________________________
 AB7175  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 AB7175  DYNAMIC HT  -          94.477 (meters)     309.96  (feet)  COMP
 AB7175  MODELED GRAV-     980,399.8   (mgal)                       NAVD 88
 AB7175
 AB7175  VERT ORDER  -  FIRST     CLASS II
 AB7175
 AB7175.The horizontal coordinates were scaled from a topographic map and have
 AB7175.an estimated accuracy of +/- 6 seconds.
 AB7175
 AB7175.The orthometric height was determined by differential leveling
 AB7175.and adjusted by the National Geodetic Survey in July 2002..
 AB7175
 AB7175.The geoid height was determined by GEOID03.
 AB7175
 AB7175.The dynamic height is computed by dividing the NAVD 88
 AB7175.geopotential number by the normal gravity value computed on the
 AB7175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7175.degrees latitude (g = 980.6199 gals.).
 AB7175
 AB7175.The modeled gravity was interpolated from observed gravity values.
 AB7175
 AB7175;                    North         East    Units  Estimated Accuracy
 AB7175;SPC NY W     -   358,870.      315,950.      MT  (+/- 180 meters Scaled)
 AB7175
 AB7175                          SUPERSEDED SURVEY CONTROL
 AB7175
 AB7175.No superseded survey control is available for this station.
 AB7175
 AB7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH622883(NAD 83)
 AB7175_MARKER: I = METAL ROD
 AB7175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7175_STAMPING: E 475 1996
 AB7175_MARK LOGO: NGS   
 AB7175_PROJECTION: FLUSH
 AB7175_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7175+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7175_ROD/PIPE-DEPTH: 4.6  meters
 AB7175_SLEEVE-DEPTH  : 0.9 meters
 AB7175
 AB7175  HISTORY     - Date     Condition        Report By
 AB7175  HISTORY     - 1996     MONUMENTED       NGS
 AB7175
 AB7175                          STATION DESCRIPTION
 AB7175
 AB7175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7175'0.1 KM (0.05 MI) WESTERLY ALONG LOCKPORT STREET FROM THE POST OFFICE
 AB7175'IN YOUNGSTOWN, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG MAIN STREET,
 AB7175'THENCE 3.1 M (10.2 FT) EASTERLY ALONG CHURCH STREET AND BLAIRVILLE
 AB7175'ROAD, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG CREEK ROAD, THENCE 1.2
 AB7175'KM (0.75 MI) EASTERLY ALONG BALMER ROAD, 12.0 M (39.4 FT) SOUTH OF THE
 AB7175'ROAD CENTERLINE, 11.2 M (36.7 FT) WEST OF THE CENTER OF A FIELD
 AB7175'ENTRANCE, 1.8 M (5.9 FT) WEST OF UTILITY POLE NUMBER 1056, 0.5 M (1.6
 AB7175'FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB7175'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB7175'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9312 ***********************************************************************
 DG9312  DESIGNATION -  E 477
 DG9312  PID         -  DG9312
 DG9312  STATE/COUNTY-  NY/WYOMING
 DG9312  USGS QUAD   -  STRYKERSVILLE (1979)
 DG9312
 DG9312                         *CURRENT SURVEY CONTROL
 DG9312  ___________________________________________________________________
 DG9312* NAD 83(1986)-  42 39 20.     (N)    078 24 14.     (W)     SCALED    
 DG9312* NAVD 88     -       434.469  (meters)    1425.42   (feet)  ADJUSTED  
 DG9312  ___________________________________________________________________
 DG9312  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DG9312  DYNAMIC HT  -         434.320 (meters)    1424.93  (feet)  COMP
 DG9312  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 DG9312
 DG9312  VERT ORDER  -  SECOND    CLASS II
 DG9312
 DG9312.The horizontal coordinates were scaled from a topographic map and have
 DG9312.an estimated accuracy of +/- 6 seconds.
 DG9312
 DG9312.The orthometric height was determined by differential leveling
 DG9312.and adjusted by the National Geodetic Survey in April 2005..
 DG9312.No vertical observational check was made to the station.
 DG9312
 DG9312.Photographs are available for this station.
 DG9312
 DG9312.The geoid height was determined by GEOID03.
 DG9312
 DG9312.The dynamic height is computed by dividing the NAVD 88
 DG9312.geopotential number by the normal gravity value computed on the
 DG9312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9312.degrees latitude (g = 980.6199 gals.).
 DG9312
 DG9312.The modeled gravity was interpolated from observed gravity values.
 DG9312
 DG9312;                    North         East    Units  Estimated Accuracy
 DG9312;SPC NY W     -   294,920.      364,710.      MT  (+/- 180 meters Scaled)
 DG9312
 DG9312                          SUPERSEDED SURVEY CONTROL
 DG9312
 DG9312.No superseded survey control is available for this station.
 DG9312
 DG9312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH127258(NAD 83)
 DG9312_MARKER: DB = BENCH MARK DISK
 DG9312_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9312_SP_SET: HEADWALL
 DG9312_STAMPING: E 477 2004
 DG9312_MARK LOGO: USGS  
 DG9312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9312+STABILITY: SURFACE MOTION
 DG9312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9312+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 DG9312
 DG9312  HISTORY     - Date     Condition        Report By
 DG9312  HISTORY     - 20040414 MONUMENTED       TVGA
 DG9312
 DG9312                          STATION DESCRIPTION
 DG9312
 DG9312'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 DG9312'TO REACH THE STATION FROM THE POST OFFICE AT RTE. 77 AND RTE. 78 IN
 DG9312'JAVA CENTER, NEW  YORK, TRAVEL NORTH WEST ON RTE. 78 0.8 MILES TO THE
 DG9312'STATION ON THE LEFT, JUST PAST PIT  ROAD. THE STATION IS A ALUMINUM
 DG9312'DISK SET IN THE NORTHWEST END OF A CONCRETE HEADWALL  FOR A CULVERT
 DG9312'PASSING UNDER RTE. 78. THE STATION IS ON THE SOUTHWEST SIDE OF RTE.
 DG9312'78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3727 ***********************************************************************
 DH3727  DESIGNATION -  E 478
 DH3727  PID         -  DH3727
 DH3727  STATE/COUNTY-  NY/ERIE
 DH3727  USGS QUAD   -  GOWANDA (1976)
 DH3727
 DH3727                         *CURRENT SURVEY CONTROL
 DH3727  ___________________________________________________________________
 DH3727* NAD 83(1986)-  42 28 26.     (N)    078 56 04.     (W)     SCALED    
 DH3727* NAVD 88     -       251.912  (meters)     826.48   (feet)  ADJUSTED  
 DH3727  ___________________________________________________________________
 DH3727  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DH3727  DYNAMIC HT  -         251.829 (meters)     826.21  (feet)  COMP
 DH3727  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 DH3727
 DH3727  VERT ORDER  -  SECOND    CLASS I
 DH3727
 DH3727.The horizontal coordinates were scaled from a topographic map and have
 DH3727.an estimated accuracy of +/- 6 seconds.
 DH3727
 DH3727.The orthometric height was determined by differential leveling
 DH3727.and adjusted by the National Geodetic Survey in June 2005..
 DH3727.No vertical observational check was made to the station.
 DH3727
 DH3727.The geoid height was determined by GEOID03.
 DH3727
 DH3727.The dynamic height is computed by dividing the NAVD 88
 DH3727.geopotential number by the normal gravity value computed on the
 DH3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3727.degrees latitude (g = 980.6199 gals.).
 DH3727
 DH3727.The modeled gravity was interpolated from observed gravity values.
 DH3727
 DH3727;                    North         East    Units  Estimated Accuracy
 DH3727;SPC NY W     -   274,790.      321,130.      MT  (+/- 180 meters Scaled)
 DH3727
 DH3727                          SUPERSEDED SURVEY CONTROL
 DH3727
 DH3727.No superseded survey control is available for this station.
 DH3727
 DH3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH697044(NAD 83)
 DH3727_MARKER: DD = SURVEY DISK
 DH3727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH3727_SP_SET: BRIDGE WINGWALL
 DH3727_STAMPING: E 478 2004
 DH3727_MARK LOGO: USE   
 DH3727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3727+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 DH3727
 DH3727  HISTORY     - Date     Condition        Report By
 DH3727  HISTORY     - 20041110 MONUMENTED       TVGA
 DH3727
 DH3727                          STATION DESCRIPTION
 DH3727
 DH3727'DESCRIBED BY TVGA ENGINEERING SURVEYING PC 2004 (JHD)
 DH3727'FROM THE POST OFFICE IN GOWANDA ON STATE ROUTE 39 GO EAST ON ROUTE 39
 DH3727'FOR 1.1 MILES TO  THE TO THE STATION ON THE RIGHT SET IN THE SOUTHWEST
 DH3727'WINGWALL OF A RAILROAD BRIDGE  OVER STATE ROUTE 62/39. THE STATION IS
 DH3727'A BRASS DISK (STAMPED E 478 2004)  15.6 FEET  SOUTH OF THE CENTERLINE
 DH3727'OF PAVEMENT AND 8.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 DH3727'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1081 ***********************************************************************
 LY1081  DESIGNATION -  E 48
 LY1081  PID         -  LY1081
 LY1081  STATE/COUNTY-  NY/DELAWARE
 LY1081  USGS QUAD   -  FISHS EDDY (1982)
 LY1081
 LY1081                         *CURRENT SURVEY CONTROL
 LY1081  ___________________________________________________________________
 LY1081* NAD 83(1986)-  41 59 20.     (N)    075 07 47.     (W)     SCALED    
 LY1081* NAVD 88     -       308.145  (meters)    1010.97   (feet)  ADJUSTED  
 LY1081  ___________________________________________________________________
 LY1081  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LY1081  DYNAMIC HT  -         308.039 (meters)    1010.62  (feet)  COMP
 LY1081  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LY1081
 LY1081  VERT ORDER  -  SECOND    CLASS 0
 LY1081
 LY1081.The horizontal coordinates were scaled from a topographic map and have
 LY1081.an estimated accuracy of +/- 6 seconds.
 LY1081
 LY1081.The orthometric height was determined by differential leveling
 LY1081.and adjusted by the National Geodetic Survey in June 1991..
 LY1081
 LY1081.The geoid height was determined by GEOID03.
 LY1081
 LY1081.The dynamic height is computed by dividing the NAVD 88
 LY1081.geopotential number by the normal gravity value computed on the
 LY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1081.degrees latitude (g = 980.6199 gals.).
 LY1081
 LY1081.The modeled gravity was interpolated from observed gravity values.
 LY1081
 LY1081;                    North         East    Units  Estimated Accuracy
 LY1081;SPC NY E     -   350,560.       97,820.      MT  (+/- 180 meters Scaled)
 LY1081
 LY1081                          SUPERSEDED SURVEY CONTROL
 LY1081
 LY1081  NGVD 29 (??/??/92)  308.296  (m)         1011.47   (f) ADJ UNCH    2 0
 LY1081
 LY1081.Superseded values are not recommended for survey control.
 LY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1081.See file dsdata.txt to determine how the superseded data were derived.
 LY1081
 LY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM892485(NAD 83)
 LY1081_MARKER: DB = BENCH MARK DISK
 LY1081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1081_SP_SET: ABUTMENT
 LY1081_STAMPING: E 48 1934
 LY1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1081
 LY1081  HISTORY     - Date     Condition        Report By
 LY1081  HISTORY     - 1934     MONUMENTED       CGS
 LY1081
 LY1081                          STATION DESCRIPTION
 LY1081
 LY1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1081'AT EAST BRANCH.
 LY1081'AT EAST BRANCH, DELAWARE COUNTY, ON THE DELAWARE AND NORTHERN
 LY1081'RAILWAY, AT BRIDGE 31 OVER EAST BRANCH DELAWARE RIVER, IN THE TOP
 LY1081'OF THE WEST END OF THE SOUTH ABUTMENT, ABOUT 3 YARDS WEST OF
 LY1081'THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE BASE OF THE
 LY1081'RAIL.  A STANDARD DISK, STAMPED E 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0125 ***********************************************************************
 NA0125  DESIGNATION -  E 49 RESET
 NA0125  PID         -  NA0125
 NA0125  STATE/COUNTY-  NY/SCHOHARIE
 NA0125  USGS QUAD   -  BREAKABEEN (1994)
 NA0125
 NA0125                         *CURRENT SURVEY CONTROL
 NA0125  ___________________________________________________________________
 NA0125* NAD 83(1986)-  42 34 18.     (N)    074 23 39.     (W)     SCALED    
 NA0125* NAVD 88     -       216.42   (+/-2cm)     710.0    (feet)  VERTCON   
 NA0125  ___________________________________________________________________
 NA0125  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 NA0125
 NA0125  VERT ORDER  -  THIRD (See Below)
 NA0125
 NA0125.The horizontal coordinates were scaled from a topographic map and have
 NA0125.an estimated accuracy of +/- 6 seconds.
 NA0125
 NA0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 NA0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NA0125.The vertical order pertains to the NGVD 29 superseded value.
 NA0125
 NA0125.The geoid height was determined by GEOID03.
 NA0125
 NA0125;                    North         East    Units  Estimated Accuracy
 NA0125;SPC NY E     -   415,100.      158,690.      MT  (+/- 180 meters Scaled)
 NA0125
 NA0125                          SUPERSEDED SURVEY CONTROL
 NA0125
 NA0125  NGVD 29 (09/01/04)  216.56   (m)          710.5    (f) RESET       3  
 NA0125
 NA0125.Superseded values are not recommended for survey control.
 NA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0125.See file dsdata.txt to determine how the superseded data were derived.
 NA0125
 NA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN497134(NAD 83)
 NA0125_MARKER: DR = REFERENCE MARK DISK
 NA0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0125_STAMPING: E 49 RESET 1968
 NA0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0125+STABILITY: SURFACE MOTION
 NA0125
 NA0125  HISTORY     - Date     Condition        Report By
 NA0125  HISTORY     - 1968     MONUMENTED       NYDT
 NA0125
 NA0125                          STATION DESCRIPTION
 NA0125
 NA0125'DESCRIBED BY NY DEPT OF TRANSP 1968
 NA0125'AT FULTONHAM.
 NA0125'AT FULTONHAM, ON STATE HIGHWAY 30, 153 YARDS NORTH OF FULTONHAM UNION
 NA0125'CHURCH, AT MILEPOST 30 9502 1170, 60.19 FEET EAST OF THE CENTER LINE
 NA0125'OF THE HIGHWAY AT HIGHWAY STATION A 144 + 71, ABOUT 5 FEET ABOVE THE
 NA0125'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0258 ***********************************************************************
 NB0258  DESIGNATION -  E 51
 NB0258  PID         -  NB0258
 NB0258  STATE/COUNTY-  NY/TOMPKINS
 NB0258  USGS QUAD   -  GROTON (1970)
 NB0258
 NB0258                         *CURRENT SURVEY CONTROL
 NB0258  ___________________________________________________________________
 NB0258* NAD 83(1986)-  42 31 41.     (N)    076 19 22.     (W)     SCALED    
 NB0258* NAVD 88     -       325.292  (meters)    1067.23   (feet)  ADJUSTED  
 NB0258  ___________________________________________________________________
 NB0258  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NB0258  DYNAMIC HT  -         325.179 (meters)    1066.86  (feet)  COMP
 NB0258  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 NB0258
 NB0258  VERT ORDER  -  SECOND    CLASS 0
 NB0258
 NB0258.The horizontal coordinates were scaled from a topographic map and have
 NB0258.an estimated accuracy of +/- 6 seconds.
 NB0258
 NB0258.The orthometric height was determined by differential leveling
 NB0258.and adjusted by the National Geodetic Survey in June 1991..
 NB0258
 NB0258.The geoid height was determined by GEOID03.
 NB0258
 NB0258.The dynamic height is computed by dividing the NAVD 88
 NB0258.geopotential number by the normal gravity value computed on the
 NB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0258.degrees latitude (g = 980.6199 gals.).
 NB0258
 NB0258.The modeled gravity was interpolated from observed gravity values.
 NB0258
 NB0258;                    North         East    Units  Estimated Accuracy
 NB0258;SPC NY C     -   280,780.      271,410.      MT  (+/- 180 meters Scaled)
 NB0258
 NB0258                          SUPERSEDED SURVEY CONTROL
 NB0258
 NB0258  NGVD 29 (??/??/92)  325.430  (m)         1067.68   (f) ADJ UNCH    2 0
 NB0258
 NB0258.Superseded values are not recommended for survey control.
 NB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0258.See file dsdata.txt to determine how the superseded data were derived.
 NB0258
 NB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN913092(NAD 83)
 NB0258_MARKER: DB = BENCH MARK DISK
 NB0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0258_STAMPING: E-51-1934
 NB0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0258+STABILITY: SURFACE MOTION
 NB0258
 NB0258  HISTORY     - Date     Condition        Report By
 NB0258  HISTORY     - 1934     MONUMENTED       CGS
 NB0258  HISTORY     - 19901114 MARK NOT FOUND   USPSQD
 NB0258
 NB0258                          STATION DESCRIPTION
 NB0258
 NB0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0258'2.3 MI S FROM MCLEAN.
 NB0258'ON THE ELMIRA AND CORTLAND BRANCH OF THE LEHIGH VALLEY RAILROAD,
 NB0258'100 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A 3 STORY RED MILL
 NB0258'BUILDING, 44 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A STEEL
 NB0258'HIGHWAY BRIDGE OVER A RIVER, 44 FEET NORTHEAST OF THE INTERSECTION
 NB0258'OF THE EAST RAIL AND THE CENTERLINE OF A DIRT ROAD, 11.6 FEET
 NB0258'NORTHEAST OF THE EAST RAIL, 3.3 FEET SOUTH OF A TELEPHONE POLE, LEVEL
 NB0258'WITH TOP OF RAIL, SET ON TOP OF A CONCRETE POST.
 NB0258
 NB0258                          STATION RECOVERY (1990)
 NB0258
 NB0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHS)
 NB0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA1554 ***********************************************************************
 NA1554  DESIGNATION -  E 52
 NA1554  PID         -  NA1554
 NA1554  STATE/COUNTY-  NY/MADISON
 NA1554  USGS QUAD   -  CAZENOVIA (1943)
 NA1554
 NA1554                         *CURRENT SURVEY CONTROL
 NA1554  ___________________________________________________________________
 NA1554* NAD 83(1986)-  42 57 41.     (N)    075 49 54.     (W)     SCALED    
 NA1554* NAVD 88     -       320.670  (meters)    1052.06   (feet)  ADJUSTED  
 NA1554  ___________________________________________________________________
 NA1554  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 NA1554  DYNAMIC HT  -         320.576 (meters)    1051.76  (feet)  COMP
 NA1554  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 NA1554
 NA1554  VERT ORDER  -  SECOND    CLASS 0
 NA1554
 NA1554.The horizontal coordinates were scaled from a topographic map and have
 NA1554.an estimated accuracy of +/- 6 seconds.
 NA1554
 NA1554.The orthometric height was determined by differential leveling
 NA1554.and adjusted by the National Geodetic Survey in June 1991..
 NA1554
 NA1554.The geoid height was determined by GEOID03.
 NA1554
 NA1554.The dynamic height is computed by dividing the NAVD 88
 NA1554.geopotential number by the normal gravity value computed on the
 NA1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA1554.degrees latitude (g = 980.6199 gals.).
 NA1554
 NA1554.The modeled gravity was interpolated from observed gravity values.
 NA1554
 NA1554;                    North         East    Units  Estimated Accuracy
 NA1554;SPC NY C     -   329,160.      311,330.      MT  (+/- 180 meters Scaled)
 NA1554
 NA1554                          SUPERSEDED SURVEY CONTROL
 NA1554
 NA1554  NGVD 29 (??/??/92)  320.799  (m)         1052.49   (f) ADJ UNCH    2 0
 NA1554
 NA1554.Superseded values are not recommended for survey control.
 NA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA1554.See file dsdata.txt to determine how the superseded data were derived.
 NA1554
 NA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVN321568(NAD 83)
 NA1554_MARKER: DB = BENCH MARK DISK
 NA1554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NA1554_SP_SET: CULVERT
 NA1554_STAMPING: E 52 1934
 NA1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NA1554
 NA1554  HISTORY     - Date     Condition        Report By
 NA1554  HISTORY     - 1934     MONUMENTED       CGS
 NA1554  HISTORY     - 1969     GOOD             LDA
 NA1554
 NA1554                          STATION DESCRIPTION
 NA1554
 NA1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NA1554'2.4 MI N FROM CAZENOVIA.
 NA1554'2.4 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION AT
 NA1554'CAZENOVIA, MADISON COUNTY, 80 YARDS NORTH OF THE WEST CORNER OF THE
 NA1554'WHITE HOUSE MILK AND CREAM COMPANY DAIRY PLANT, 50 FEET NORTHWEST OF
 NA1554'THE NORTHWEST CORNER OF A CONCRETE RESERVOIR, 18 FEET SOUTHEAST OF
 NA1554'BRIDGE POST E 106-A, 15 FEET EAST OF THE EAST RAIL, IN THE TOP OF THE
 NA1554'SOUTHEAST CORNER OF THE EAST END OF A CONCRETE AND STONE CULVERT OVER
 NA1554'A DIRT ROAD AND A STREAM, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE
 NA1554'RAIL.  A STANDARD DISK, STAMPED E 52 1934.
 NA1554
 NA1554                          STATION RECOVERY (1969)
 NA1554
 NA1554'RECOVERY NOTE BY L DICKERSON ASSOC 1969
 NA1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0923 ***********************************************************************
 NB0923  DESIGNATION -  E 54
 NB0923  PID         -  NB0923
 NB0923  STATE/COUNTY-  NY/ONTARIO
 NB0923  USGS QUAD   -  RUSHVILLE (1978)
 NB0923
 NB0923                         *CURRENT SURVEY CONTROL
 NB0923  ___________________________________________________________________
 NB0923* NAD 83(1986)-  42 47 07.     (N)    077 10 44.     (W)     SCALED    
 NB0923* NAVD 88     -       300.239  (meters)     985.03   (feet)  ADJUSTED  
 NB0923  ___________________________________________________________________
 NB0923  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NB0923  DYNAMIC HT  -         300.146 (meters)     984.73  (feet)  COMP
 NB0923  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NB0923
 NB0923  VERT ORDER  -  SECOND    CLASS 0
 NB0923
 NB0923.The horizontal coordinates were scaled from a topographic map and have
 NB0923.an estimated accuracy of +/- 6 seconds.
 NB0923
 NB0923.The orthometric height was determined by differential leveling
 NB0923.and adjusted by the National Geodetic Survey in June 1991..
 NB0923
 NB0923.The geoid height was determined by GEOID03.
 NB0923
 NB0923.The dynamic height is computed by dividing the NAVD 88
 NB0923.geopotential number by the normal gravity value computed on the
 NB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0923.degrees latitude (g = 980.6199 gals.).
 NB0923
 NB0923.The modeled gravity was interpolated from observed gravity values.
 NB0923
 NB0923;                    North         East    Units  Estimated Accuracy
 NB0923;SPC NY C     -   309,490.      201,270.      MT  (+/- 180 meters Scaled)
 NB0923
 NB0923                          SUPERSEDED SURVEY CONTROL
 NB0923
 NB0923  NGVD 29 (??/??/92)  300.375  (m)          985.48   (f) ADJ UNCH    2 0
 NB0923
 NB0923.Superseded values are not recommended for survey control.
 NB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0923.See file dsdata.txt to determine how the superseded data were derived.
 NB0923
 NB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN217392(NAD 83)
 NB0923_MARKER: DB = BENCH MARK DISK
 NB0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0923_STAMPING: E 54 1934
 NB0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0923+STABILITY: SURFACE MOTION
 NB0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB0923+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 NB0923
 NB0923  HISTORY     - Date     Condition        Report By
 NB0923  HISTORY     - 1934     MONUMENTED       CGS
 NB0923  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NB0923  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 NB0923  HISTORY     - 20060202 GOOD             GEOCAC
 NB0923
 NB0923                          STATION DESCRIPTION
 NB0923
 NB0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0923'3.1 MI NE FROM RUSHVILLE.
 NB0923'ON THE GENEVA TO NAPLES BRANCH OF THE LEHIGH VALLEY RAILROAD, AT
 NB0923'GRANGER SIDING 20 FEET SOUTH AND ACROSS TRACK FROM SWITCH TO SIDING,
 NB0923'19.4 FEET NORTH OF CENTER LINE OF HIGHWAY NO. 39, 10.6 FEET SOUTH
 NB0923'OF SOUTH RAIL OF MAIN TRACK, LEVEL WITH TOP OF RAIL AND ON TOP OF
 NB0923'CONCRETE POST.
 NB0923
 NB0923                          STATION RECOVERY (1989)
 NB0923
 NB0923'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHS)
 NB0923'MARK NOT FOUND.
 NB0923
 NB0923                          STATION RECOVERY (2002)
 NB0923
 NB0923'RECOVERY NOTE BY US POWER SQUADRON 2002
 NB0923' 
 NB0923' 
 NB0923' 
 NB0923
 NB0923                          STATION RECOVERY (2006)
 NB0923
 NB0923'RECOVERY NOTE BY GEOCACHING 2006 (CRH)
 NB0923'FROM MAIN STREET IN RUSHVILLE, PROCEED NORTH ON ROUTE 245 FOR
 NB0923'3.1 MILES TO SITE OF BENCHMARK. BENCHMARK IS 18.2 FEET FROM THE
 NB0923'CENTERLINE OF THE ROAD AND 16.8 FEET FROM THE WEST SIDE OF THE
 NB0923'NORTH HEADWALL OF A CEMENT DRAIN CULVERT. MARK IS BURIED ABOUT
 NB0923'FOUR INCHES BELOW THE SURFACE. HANDHELD GPS COORDINATES
 NB0923'ARE 42.78536N 77.17894W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1184 ***********************************************************************
 NB1184  DESIGNATION -  E 55
 NB1184  PID         -  NB1184
 NB1184  STATE/COUNTY-  NY/ALLEGANY
 NB1184  USGS QUAD   -  ARKPORT (1978)
 NB1184
 NB1184                         *CURRENT SURVEY CONTROL
 NB1184  ___________________________________________________________________
 NB1184* NAD 83(1986)-  42 27 31.     (N)    077 44 19.     (W)     SCALED    
 NB1184* NAVD 88     -       367.880  (meters)    1206.95   (feet)  ADJUSTED  
 NB1184  ___________________________________________________________________
 NB1184  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NB1184  DYNAMIC HT  -         367.753 (meters)    1206.54  (feet)  COMP
 NB1184  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 NB1184
 NB1184  VERT ORDER  -  FIRST     CLASS II
 NB1184
 NB1184.The horizontal coordinates were scaled from a topographic map and have
 NB1184.an estimated accuracy of +/- 6 seconds.
 NB1184
 NB1184.The orthometric height was determined by differential leveling
 NB1184.and adjusted by the National Geodetic Survey in June 1991..
 NB1184
 NB1184.The geoid height was determined by GEOID03.
 NB1184
 NB1184.The dynamic height is computed by dividing the NAVD 88
 NB1184.geopotential number by the normal gravity value computed on the
 NB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1184.degrees latitude (g = 980.6199 gals.).
 NB1184
 NB1184.The modeled gravity was interpolated from observed gravity values.
 NB1184
 NB1184;                    North         East    Units  Estimated Accuracy
 NB1184;SPC NY W     -   273,380.      419,480.      MT  (+/- 180 meters Scaled)
 NB1184
 NB1184                          SUPERSEDED SURVEY CONTROL
 NB1184
 NB1184  NGVD 29 (??/??/92)  368.014  (m)         1207.39   (f) ADJ UNCH    1 2
 NB1184
 NB1184.Superseded values are not recommended for survey control.
 NB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1184.See file dsdata.txt to determine how the superseded data were derived.
 NB1184
 NB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTN748043(NAD 83)
 NB1184_MARKER: DB = BENCH MARK DISK
 NB1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1184_STAMPING: E-55 1934
 NB1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1184+STABILITY: SURFACE MOTION
 NB1184
 NB1184  HISTORY     - Date     Condition        Report By
 NB1184  HISTORY     - 1934     MONUMENTED       CGS
 NB1184  HISTORY     - 1941     GOOD             NGS
 NB1184
 NB1184                          STATION DESCRIPTION
 NB1184
 NB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB1184'2.5 MI E FROM CANASERAGA.
 NB1184'2.5 MILES EAST ALONG THE PITTSBURG, SHAWMUT AND NORTHERN RAILROAD
 NB1184'FROM THE STATION AT CANASERAGA, AT MORAINE, 52 FEET SOUTHEAST OF THE
 NB1184'EAST CORNER OF THE STATION, 53.3 FEET NORTH OF A SIDING SWITCH STAND,
 NB1184'26.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 5 FEET
 NB1184'SOUTHWEST  OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A WHITE
 NB1184'MARKER POST STENCILED USBM. A STANDARD DISK STAMPED E-55 1934 AND
 NB1184'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0539 ***********************************************************************
 NC0539  DESIGNATION -  E 56
 NC0539  PID         -  NC0539
 NC0539  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0539  USGS QUAD   -  BROCTON (1979)
 NC0539
 NC0539                         *CURRENT SURVEY CONTROL
 NC0539  ___________________________________________________________________
 NC0539* NAD 83(1986)-  42 23 47.     (N)    079 27 01.     (W)     SCALED    
 NC0539* NAVD 88     -       210.246  (meters)     689.78   (feet)  ADJUSTED  
 NC0539  ___________________________________________________________________
 NC0539  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NC0539  DYNAMIC HT  -         210.175 (meters)     689.55  (feet)  COMP
 NC0539  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 NC0539
 NC0539  VERT ORDER  -  FIRST     CLASS II
 NC0539
 NC0539.The horizontal coordinates were scaled from a topographic map and have
 NC0539.an estimated accuracy of +/- 6 seconds.
 NC0539
 NC0539.The orthometric height was determined by differential leveling
 NC0539.and adjusted by the National Geodetic Survey in November 1993..
 NC0539
 NC0539.The geoid height was determined by GEOID03.
 NC0539
 NC0539.The dynamic height is computed by dividing the NAVD 88
 NC0539.geopotential number by the normal gravity value computed on the
 NC0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0539.degrees latitude (g = 980.6199 gals.).
 NC0539
 NC0539.The modeled gravity was interpolated from observed gravity values.
 NC0539
 NC0539;                    North         East    Units  Estimated Accuracy
 NC0539;SPC NY W     -   266,490.      278,630.      MT  (+/- 180 meters Scaled)
 NC0539
 NC0539                          SUPERSEDED SURVEY CONTROL
 NC0539
 NC0539  NAVD 88 (??/??/92)  210.215  (m)          689.68   (f) POSTED      3  
 NC0539  NGVD 29 (??/??/92)  210.399  (m)          690.28   (f) ADJ UNCH    1 2
 NC0539
 NC0539.Superseded values are not recommended for survey control.
 NC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0539.See file dsdata.txt to determine how the superseded data were derived.
 NC0539
 NC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG275949(NAD 83)
 NC0539_MARKER: DB = BENCH MARK DISK
 NC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0539_STAMPING: E 56 1934
 NC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0539+STABILITY: SURFACE MOTION
 NC0539
 NC0539  HISTORY     - Date     Condition        Report By
 NC0539  HISTORY     - 1934     MONUMENTED       CGS
 NC0539  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0539
 NC0539                          STATION DESCRIPTION
 NC0539
 NC0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0539'IN BROCTON.
 NC0539'AT BROCTON, CHAUTAUQUA COUNTY, ON THE ERIE DIVISION OF THE NEW YORK
 NC0539'CENTRAL RAILROAD, 18.4 FEET EAST OF THE NORTHEAST CORNER OF THE
 NC0539'STATION, 22 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT
 NC0539'6 INCHES HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E
 NC0539'56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NC0539
 NC0539                          STATION RECOVERY (1983)
 NC0539
 NC0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0539'NOT RECOVERED, THE STATION HAS BEEN TORN DOWN AND THE DESCRIPTION IS
 NC0539'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0297 ***********************************************************************
 LY0297  DESIGNATION -  E 57
 LY0297  PID         -  LY0297
 LY0297  STATE/COUNTY-  NY/ORANGE
 LY0297  USGS QUAD   -  CORNWALL (1981)
 LY0297
 LY0297                         *CURRENT SURVEY CONTROL
 LY0297  ___________________________________________________________________
 LY0297* NAD 83(1986)-  41 29 35.     (N)    074 06 02.     (W)     SCALED    
 LY0297* NAVD 88     -       128.841  (meters)     422.71   (feet)  ADJUSTED  
 LY0297  ___________________________________________________________________
 LY0297  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LY0297  DYNAMIC HT  -         128.791 (meters)     422.54  (feet)  COMP
 LY0297  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 LY0297
 LY0297  VERT ORDER  -  SECOND    CLASS 0
 LY0297
 LY0297.This mark is at Stewart Intl Airport (SWF)
 LY0297
 LY0297.The horizontal coordinates were scaled from a topographic map and have
 LY0297.an estimated accuracy of +/- 6 seconds.
 LY0297
 LY0297.The orthometric height was determined by differential leveling
 LY0297.and adjusted by the National Geodetic Survey in June 1991..
 LY0297
 LY0297.The geoid height was determined by GEOID03.
 LY0297
 LY0297.The dynamic height is computed by dividing the NAVD 88
 LY0297.geopotential number by the normal gravity value computed on the
 LY0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0297.degrees latitude (g = 980.6199 gals.).
 LY0297
 LY0297.The modeled gravity was interpolated from observed gravity values.
 LY0297
 LY0297;                    North         East    Units  Estimated Accuracy
 LY0297;SPC NY E     -   295,380.      183,350.      MT  (+/- 180 meters Scaled)
 LY0297
 LY0297                          SUPERSEDED SURVEY CONTROL
 LY0297
 LY0297  NGVD 29 (??/??/92)  129.111  (m)          423.59   (f) ADJ UNCH    2 0
 LY0297
 LY0297.Superseded values are not recommended for survey control.
 LY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0297.See file dsdata.txt to determine how the superseded data were derived.
 LY0297
 LY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL750938(NAD 83)
 LY0297_MARKER: DB = BENCH MARK DISK
 LY0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0297_SP_SET: SHAFT WALL
 LY0297_STAMPING: E 57 1955
 LY0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0297
 LY0297  HISTORY     - Date     Condition        Report By
 LY0297  HISTORY     - 1955     MONUMENTED       CGS
 LY0297
 LY0297                          STATION DESCRIPTION
 LY0297
 LY0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LY0297'AT STEWART AIR FORCE BASE.
 LY0297'AT STEWART AIR FORCE BASE, ABOUT 0.55 MILE NORTH OF THE MAIN
 LY0297'ENTRANCE GATE, IN THE TOP OF SOUTHEAST CORNER OF CONCRETE
 LY0297'WALL OF SHAFT OF SEWER PUMPING STATION, 67 FEET EAST OF EAST
 LY0297'CURB OF BREUNIG STREET, 64 1/2 FEET SOUTH OF SOUTH CURB OF
 LY0297'Y STREET, 3 3/4 FEET SOUTH OF SOUTHEAST CORNER OF PUMP HOUSE
 LY0297'(BUILDING NO. 712 Y) AND ABOUT 1 FOOT ABOVE GROUND AND 2 FEET
 LY0297'ABOVE LEVEL OF Y STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1515 ***********************************************************************
 LX1515  DESIGNATION -  E 58
 LX1515  PID         -  LX1515
 LX1515  STATE/COUNTY-  NY/DUTCHESS
 LX1515  USGS QUAD   -  PLEASANT VALLEY (1981)
 LX1515
 LX1515                         *CURRENT SURVEY CONTROL
 LX1515  ___________________________________________________________________
 LX1515* NAD 83(1986)-  41 40 27.     (N)    073 51 34.     (W)     SCALED    
 LX1515* NAVD 88     -        58.409  (meters)     191.63   (feet)  ADJUSTED  
 LX1515  ___________________________________________________________________
 LX1515  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LX1515  DYNAMIC HT  -          58.387 (meters)     191.56  (feet)  COMP
 LX1515  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 LX1515
 LX1515  VERT ORDER  -  FIRST     CLASS II
 LX1515
 LX1515.The horizontal coordinates were scaled from a topographic map and have
 LX1515.an estimated accuracy of +/- 6 seconds.
 LX1515
 LX1515.The orthometric height was determined by differential leveling
 LX1515.and adjusted by the National Geodetic Survey in June 1991..
 LX1515
 LX1515.The geoid height was determined by GEOID03.
 LX1515
 LX1515.The dynamic height is computed by dividing the NAVD 88
 LX1515.geopotential number by the normal gravity value computed on the
 LX1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1515.degrees latitude (g = 980.6199 gals.).
 LX1515
 LX1515.The modeled gravity was interpolated from observed gravity values.
 LX1515
 LX1515;                    North         East    Units  Estimated Accuracy
 LX1515;SPC NY E     -   315,610.      203,340.      MT  (+/- 180 meters Scaled)
 LX1515
 LX1515                          SUPERSEDED SURVEY CONTROL
 LX1515
 LX1515  NGVD 29 (??/??/92)   58.667  (m)          192.48   (f) ADJ UNCH    1 2
 LX1515
 LX1515.Superseded values are not recommended for survey control.
 LX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1515.See file dsdata.txt to determine how the superseded data were derived.
 LX1515
 LX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM949142(NAD 83)
 LX1515_MARKER: DB = BENCH MARK DISK
 LX1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1515_SP_SET: CULVERT
 LX1515_STAMPING: E 58 1955
 LX1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1515
 LX1515  HISTORY     - Date     Condition        Report By
 LX1515  HISTORY     - 1955     MONUMENTED       CGS
 LX1515  HISTORY     - 1963     GOOD             NGS
 LX1515
 LX1515                          STATION DESCRIPTION
 LX1515
 LX1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX1515'5.6 MI SE FROM POUGHKEEPSIE.
 LX1515'ABOUT 5.55 MILES SOUTHEAST ALONG THE NEW YORK, NEW HAVEN AND
 LX1515'HARTFORD RAILROAD FROM THE EAST END OF RAILROAD BRIDGE OVER
 LX1515'HUDSON RIVER AT POUTHKEEPSIE, ABOUT 0.75 MILE SOUTHEAST AND SOUTH
 LX1515'OF MANCHESTER BRIDGE, IN THE TOP OF AN OUTCROPPING LEDGE WITH
 LX1515'EXPOSED PART ABOUT 3 BY 2 1/2 FEET PROJECTING 1/2 FOOT, 28 FEET
 LX1515'WEST OF WEST RAIL OF WEST TRACK, 26 1/4 RAILS (39-FOOT EACH)
 LX1515'SOUTH OF SOUTH END OF WEST HEAD WALL OF A 14-FOOT CONCRETE
 LX1515'ARCHED CULVERT UNDER TRACKS, 36 1/2 FEET SOUTH-SOUTHEAST OF A
 LX1515'TELEPHONE POLE, 29 FEET NORTH-NORTHWEST OF CENTER OF A LOW BADLY
 LX1515'CRACKED ROCK LEDGE WHICH IS ABOUT 27 FEET LONG AND 4 FEET WIDE,
 LX1515'AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS.  NOTE-- THE WESTERLY
 LX1515'MOST SET OF RAILROAD TRACKS HAS BEEN REMOVED.  THE NEW DISTANCE
 LX1515'TO THE WESTERLY MOST RAIL IS 41.9 FEET.
 LX1515
 LX1515                          STATION RECOVERY (1963)
 LX1515
 LX1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LX1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0557 ***********************************************************************
 MZ0557  DESIGNATION -  E 59
 MZ0557  PID         -  MZ0557
 MZ0557  STATE/COUNTY-  NY/DUTCHESS
 MZ0557  USGS QUAD   -  SAUGERTIES (1978)
 MZ0557
 MZ0557                         *CURRENT SURVEY CONTROL
 MZ0557  ___________________________________________________________________
 MZ0557* NAD 83(1986)-  42 02 11.     (N)    073 55 32.     (W)     SCALED    
 MZ0557* NAVD 88     -         1.913  (meters)       6.28   (feet)  ADJUSTED  
 MZ0557  ___________________________________________________________________
 MZ0557  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MZ0557  DYNAMIC HT  -           1.912 (meters)       6.27  (feet)  COMP
 MZ0557  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 MZ0557
 MZ0557  VERT ORDER  -  FIRST     CLASS II
 MZ0557
 MZ0557.The horizontal coordinates were scaled from a topographic map and have
 MZ0557.an estimated accuracy of +/- 6 seconds.
 MZ0557
 MZ0557.The orthometric height was determined by differential leveling
 MZ0557.and adjusted by the National Geodetic Survey in June 1991..
 MZ0557
 MZ0557.The geoid height was determined by GEOID03.
 MZ0557
 MZ0557.The dynamic height is computed by dividing the NAVD 88
 MZ0557.geopotential number by the normal gravity value computed on the
 MZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0557.degrees latitude (g = 980.6199 gals.).
 MZ0557
 MZ0557.The modeled gravity was interpolated from observed gravity values.
 MZ0557
 MZ0557;                    North         East    Units  Estimated Accuracy
 MZ0557;SPC NY E     -   355,800.      197,560.      MT  (+/- 180 meters Scaled)
 MZ0557
 MZ0557                          SUPERSEDED SURVEY CONTROL
 MZ0557
 MZ0557  NGVD 29 (??/??/92)    2.15   (m)            7.1    (f) COMPUTED    1 2
 MZ0557
 MZ0557.Superseded values are not recommended for survey control.
 MZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0557.See file dsdata.txt to determine how the superseded data were derived.
 MZ0557
 MZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM889543(NAD 83)
 MZ0557_MARKER: DB = BENCH MARK DISK
 MZ0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0557_SP_SET: BRIDGE ABUTMENT
 MZ0557_STAMPING: E 59 1955
 MZ0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0557
 MZ0557  HISTORY     - Date     Condition        Report By
 MZ0557  HISTORY     - 1955     MONUMENTED       CGS
 MZ0557
 MZ0557                          STATION DESCRIPTION
 MZ0557
 MZ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0557'1.65 MI S FROM TIVOLI.
 MZ0557'ABOUT 1.65 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0557'STATION AT TIVOLI, ABOUT 0.35 MILE NORTH OF MILE POST NY 97, IN THE
 MZ0557'TOP OF THE WEST END OF SOUTH CONCRETE ABUTMENT OF STEEL GIRDER
 MZ0557'RAILROAD BRIDGE NO. 27, 36 FEET WEST OF WEST RAIL OF WEST TRACK, 3
 MZ0557'FEET EAST OF WEST END OF ABUTMENT AND ABOUT 4 FEET BELOW LEVEL OF
 MZ0557'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0608 ***********************************************************************
 MZ0608  DESIGNATION -  E 60
 MZ0608  PID         -  MZ0608
 MZ0608  STATE/COUNTY-  NY/COLUMBIA
 MZ0608  USGS QUAD   -  HUDSON SOUTH (1980)
 MZ0608
 MZ0608                         *CURRENT SURVEY CONTROL
 MZ0608  ___________________________________________________________________
 MZ0608* NAD 83(1986)-  42 09 38.     (N)    073 50 10.     (W)     SCALED    
 MZ0608* NAVD 88     -        56.626  (meters)     185.78   (feet)  ADJUSTED  
 MZ0608  ___________________________________________________________________
 MZ0608  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MZ0608  DYNAMIC HT  -          56.607 (meters)     185.72  (feet)  COMP
 MZ0608  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 MZ0608
 MZ0608  VERT ORDER  -  FIRST     CLASS II
 MZ0608
 MZ0608.The horizontal coordinates were scaled from a topographic map and have
 MZ0608.an estimated accuracy of +/- 6 seconds.
 MZ0608
 MZ0608.The orthometric height was determined by differential leveling
 MZ0608.and adjusted by the National Geodetic Survey in June 1991..
 MZ0608
 MZ0608.The geoid height was determined by GEOID03.
 MZ0608
 MZ0608.The dynamic height is computed by dividing the NAVD 88
 MZ0608.geopotential number by the normal gravity value computed on the
 MZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0608.degrees latitude (g = 980.6199 gals.).
 MZ0608
 MZ0608.The modeled gravity was interpolated from observed gravity values.
 MZ0608
 MZ0608;                    North         East    Units  Estimated Accuracy
 MZ0608;SPC NY E     -   369,650.      204,860.      MT  (+/- 180 meters Scaled)
 MZ0608
 MZ0608                          SUPERSEDED SURVEY CONTROL
 MZ0608
 MZ0608  NGVD 29 (??/??/92)   56.856  (m)          186.54   (f) ADJ UNCH    1 2
 MZ0608
 MZ0608.Superseded values are not recommended for survey control.
 MZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0608.See file dsdata.txt to determine how the superseded data were derived.
 MZ0608
 MZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM961682(NAD 83)
 MZ0608_MARKER: DB = BENCH MARK DISK
 MZ0608_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0608_SP_SET: ROCK LEDGE
 MZ0608_STAMPING: E 60 1955
 MZ0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0608+STABILITY: POSITION/ELEVATION WELL
 MZ0608
 MZ0608  HISTORY     - Date     Condition        Report By
 MZ0608  HISTORY     - 1955     MONUMENTED       CGS
 MZ0608
 MZ0608                          STATION DESCRIPTION
 MZ0608
 MZ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0608'1.0 MI SE FROM LINLITHGO.
 MZ0608'ABOUT 1.0 MILE SOUTH-SOUTHEAST ALONG COUNTY ROAD NO. 10 FROM
 MZ0608'LIVINGSTON MEMORIAL CHURCH AT LINLITHGO, AT WEBBERS AIRPORT, SET IN
 MZ0608'THE TOP OF AN OUTCROPPING ROCK LEDGE, 63 FEET SOUTH OF CORNER LINE OF
 MZ0608'ENTRANCE ROAD TO AIRPORT, 98 FEET WEST-NORTHWEST OF NORTHWEST CORNER
 MZ0608'OF HANGAR, 48 FEET WEST-NORTHWEST OF A LONE 16-INCH HICKORY TREE, AND
 MZ0608'ABOUT 10 FEET ABOVE LEVEL OF ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0971 ***********************************************************************
 LX0971  DESIGNATION -  E 61
 LX0971  PID         -  LX0971
 LX0971  STATE/COUNTY-  NY/WESTCHESTER
 LX0971  USGS QUAD   -  NYACK (1979)
 LX0971
 LX0971                         *CURRENT SURVEY CONTROL
 LX0971  ___________________________________________________________________
 LX0971* NAD 83(1986)-  41 00 24.     (N)    073 52 57.     (W)     SCALED    
 LX0971* NAVD 88     -         2.303  (meters)       7.56   (feet)  ADJUSTED  
 LX0971  ___________________________________________________________________
 LX0971  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LX0971  DYNAMIC HT  -           2.303 (meters)       7.56  (feet)  COMP
 LX0971  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 LX0971
 LX0971  VERT ORDER  -  FIRST     CLASS II
 LX0971
 LX0971.The horizontal coordinates were scaled from a topographic map and have
 LX0971.an estimated accuracy of +/- 6 seconds.
 LX0971
 LX0971.The orthometric height was determined by differential leveling
 LX0971.and adjusted by the National Geodetic Survey in June 1991..
 LX0971
 LX0971.The geoid height was determined by GEOID03.
 LX0971
 LX0971.The dynamic height is computed by dividing the NAVD 88
 LX0971.geopotential number by the normal gravity value computed on the
 LX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0971.degrees latitude (g = 980.6199 gals.).
 LX0971
 LX0971.The modeled gravity was interpolated from observed gravity values.
 LX0971
 LX0971;                    North         East    Units  Estimated Accuracy
 LX0971;SPC NY E     -   241,470.      201,940.      MT  (+/- 180 meters Scaled)
 LX0971
 LX0971                          SUPERSEDED SURVEY CONTROL
 LX0971
 LX0971  NGVD 29 (??/??/92)    2.606  (m)            8.55   (f) ADJ UNCH    1 2
 LX0971
 LX0971.Superseded values are not recommended for survey control.
 LX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0971.See file dsdata.txt to determine how the superseded data were derived.
 LX0971
 LX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL939400(NAD 83)
 LX0971_MARKER: DB = BENCH MARK DISK
 LX0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0971_SP_SET: TOWER BASE
 LX0971_STAMPING: E 61 1955
 LX0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0971
 LX0971  HISTORY     - Date     Condition        Report By
 LX0971  HISTORY     - 1955     MONUMENTED       CGS
 LX0971
 LX0971                          STATION DESCRIPTION
 LX0971
 LX0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LX0971'0.4 MI S FROM DOBBS FERRY.
 LX0971'0.45 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX0971'STATION AT DOBBS FERRY, ABOUT 0.35 MILE NORTH OF MILE POST NY 20,
 LX0971'IN THE TOP AND 0.6 FOOT EAST OF WEST EDGE OF CONCRETE BASE OF
 LX0971'POWER TRANSMISSION TOWER NO. 512, 13 FEET WEST OF WEST RAIL, 2.8
 LX0971'FEET NORTH OF SOUTHWEST CORNER OF BASE AND 1 1/2 FEET BELOW LEVEL
 LX0971'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0822 ***********************************************************************
 OD0822  DESIGNATION -  E 63
 OD0822  PID         -  OD0822
 OD0822  STATE/COUNTY-  NY/SARATOGA
 OD0822  USGS QUAD   -  GANSEVOORT (1968)
 OD0822
 OD0822                         *CURRENT SURVEY CONTROL
 OD0822  ___________________________________________________________________
 OD0822* NAD 83(1986)-  43 12 02.     (N)    073 38 45.     (W)     SCALED    
 OD0822* NAVD 88     -        69.777  (meters)     228.93   (feet)  ADJUSTED  
 OD0822  ___________________________________________________________________
 OD0822  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 OD0822  DYNAMIC HT  -          69.761 (meters)     228.87  (feet)  COMP
 OD0822  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 OD0822
 OD0822  VERT ORDER  -  FIRST     CLASS I
 OD0822
 OD0822.The horizontal coordinates were scaled from a topographic map and have
 OD0822.an estimated accuracy of +/- 6 seconds.
 OD0822
 OD0822.The orthometric height was determined by differential leveling
 OD0822.and adjusted by the National Geodetic Survey in June 1991..
 OD0822
 OD0822.The geoid height was determined by GEOID03.
 OD0822
 OD0822.The dynamic height is computed by dividing the NAVD 88
 OD0822.geopotential number by the normal gravity value computed on the
 OD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0822.degrees latitude (g = 980.6199 gals.).
 OD0822
 OD0822.The modeled gravity was interpolated from observed gravity values.
 OD0822
 OD0822;                    North         East    Units  Estimated Accuracy
 OD0822;SPC NY E     -   485,310.      219,420.      MT  (+/- 180 meters Scaled)
 OD0822
 OD0822                          SUPERSEDED SURVEY CONTROL
 OD0822
 OD0822.No superseded survey control is available for this station.
 OD0822
 OD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN100839(NAD 83)
 OD0822_MARKER: DB = BENCH MARK DISK
 OD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0822_STAMPING: E 63 1955
 OD0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0822+STABILITY: SURFACE MOTION
 OD0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0822+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 OD0822
 OD0822  HISTORY     - Date     Condition        Report By
 OD0822  HISTORY     - 1955     MONUMENTED       CGS
 OD0822  HISTORY     - 1973     GOOD             NGS
 OD0822  HISTORY     - 20030508 GOOD             NYDT
 OD0822
 OD0822                          STATION DESCRIPTION
 OD0822
 OD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0822'0.45 MI NE FROM GANSEVOORT.
 OD0822'ABOUT 0.45 MILE NORTHEAST ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 OD0822'THE CROSSING OF STATE HIGHWAY 32 AT GANSEVCOORT, ABOUT 0.45 MILE
 OD0822'SOUTHWEST OF MILEPOST A50-RP141, 154 FEET NORTHEAST OF THE CENTER LINE
 OD0822'OF THE CROSSING OF A PRIVATE ROAD LEADING SOUTHEAST TO A HOUSE, 41.1
 OD0822'FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET SOUTHWEST OF A FENCE
 OD0822'CORNER POST, 1 FOOT SOUTHEAST OF A FENCE, 1.7 FOOT NORTHEAST OF A
 OD0822'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE LEVEL OF THE RAIL AND IN THE
 OD0822'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT.
 OD0822
 OD0822                          STATION RECOVERY (2003)
 OD0822
 OD0822'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (PAF)
 OD0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0854 ***********************************************************************
 MZ0854  DESIGNATION -  E 64
 MZ0854  PID         -  MZ0854
 MZ0854  STATE/COUNTY-  NY/RENSSELAER
 MZ0854  USGS QUAD   -  DELMAR (1980)
 MZ0854
 MZ0854                         *CURRENT SURVEY CONTROL
 MZ0854  ___________________________________________________________________
 MZ0854* NAD 83(1986)-  42 35 50.     (N)    073 45 03.     (W)     SCALED    
 MZ0854* NAVD 88     -         2.722  (meters)       8.93   (feet)  ADJUSTED  
 MZ0854  ___________________________________________________________________
 MZ0854  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 MZ0854  DYNAMIC HT  -           2.721 (meters)       8.93  (feet)  COMP
 MZ0854  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 MZ0854
 MZ0854  VERT ORDER  -  FIRST     CLASS II
 MZ0854
 MZ0854.The horizontal coordinates were scaled from a topographic map and have
 MZ0854.an estimated accuracy of +/- 6 seconds.
 MZ0854
 MZ0854.The orthometric height was determined by differential leveling
 MZ0854.and adjusted by the National Geodetic Survey in June 1991..
 MZ0854
 MZ0854.The geoid height was determined by GEOID03.
 MZ0854
 MZ0854.The dynamic height is computed by dividing the NAVD 88
 MZ0854.geopotential number by the normal gravity value computed on the
 MZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0854.degrees latitude (g = 980.6199 gals.).
 MZ0854
 MZ0854.The modeled gravity was interpolated from observed gravity values.
 MZ0854
 MZ0854;                    North         East    Units  Estimated Accuracy
 MZ0854;SPC NY E     -   418,200.      211,480.      MT  (+/- 180 meters Scaled)
 MZ0854
 MZ0854                          SUPERSEDED SURVEY CONTROL
 MZ0854
 MZ0854  NGVD 29 (??/??/92)    2.96   (m)            9.7    (f) COMPUTED    1 2
 MZ0854
 MZ0854.Superseded values are not recommended for survey control.
 MZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0854.See file dsdata.txt to determine how the superseded data were derived.
 MZ0854
 MZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN024168(NAD 83)
 MZ0854_MARKER: DB = BENCH MARK DISK
 MZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0854_STAMPING: E 64 1955
 MZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0854+STABILITY: SURFACE MOTION
 MZ0854
 MZ0854  HISTORY     - Date     Condition        Report By
 MZ0854  HISTORY     - 1955     MONUMENTED       CGS
 MZ0854
 MZ0854                          STATION DESCRIPTION
 MZ0854
 MZ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MZ0854'2.45 MI S FROM RENSSELAER.
 MZ0854'ABOUT 2.45 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MZ0854'OVERPASS OF U.S. HIGHWAYS 9 AND 20 OVER TRACKS AT RENSSELAER, LOCATED
 MZ0854'DIRECTLY EAST AND ACROSS HUDSON RIVER FROM NIAGARA-MOHAWK STEAM POWER
 MZ0854'PLANT, ABOUT 0.1 MILE SOUTHWEST OF MILE POST NY 139, 222 FEET WEST OF
 MZ0854'WEST RAIL OF WEST TRACK, 35 FEET SOUTH OF CENTER LINE OF A GRADED ROAD
 MZ0854'LEADING WEST TO HUDSON RIVER, 15 FEET SOUTHWEST OF THE NORTHEAST LEG
 MZ0854'OF THE FIRST STEEL TOWER POWER TRANSMISSION TOWER WEST OF TRACKS, NEAR
 MZ0854'THE CENTER AND BENEATH THE TRANSMISSION TOWER, ABOUT 5 FEET BELOW
 MZ0854'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MZ0854'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0799 ***********************************************************************
 MZ0799  DESIGNATION -  E 65
 MZ0799  PID         -  MZ0799
 MZ0799  STATE/COUNTY-  NY/SARATOGA
 MZ0799  USGS QUAD   -  TROY NORTH (1980)
 MZ0799
 MZ0799                         *CURRENT SURVEY CONTROL
 MZ0799  ___________________________________________________________________
 MZ0799* NAD 83(1986)-  42 48 27.     (N)    073 40 17.     (W)     SCALED    
 MZ0799* NAVD 88     -        13.590  (meters)      44.59   (feet)  ADJUSTED  
 MZ0799  ___________________________________________________________________
 MZ0799  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 MZ0799  DYNAMIC HT  -          13.586 (meters)      44.57  (feet)  COMP
 MZ0799  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 MZ0799
 MZ0799  VERT ORDER  -  FIRST     CLASS I
 MZ0799
 MZ0799.The horizontal coordinates were scaled from a topographic map and have
 MZ0799.an estimated accuracy of +/- 6 seconds.
 MZ0799
 MZ0799.The orthometric height was determined by differential leveling
 MZ0799.and adjusted by the National Geodetic Survey in June 1991..
 MZ0799.WARNING-Repeat measurements at this control monument indicate possible
 MZ0799.vertical movement.
 MZ0799
 MZ0799.The geoid height was determined by GEOID03.
 MZ0799
 MZ0799.The dynamic height is computed by dividing the NAVD 88
 MZ0799.geopotential number by the normal gravity value computed on the
 MZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0799.degrees latitude (g = 980.6199 gals.).
 MZ0799
 MZ0799.The modeled gravity was interpolated from observed gravity values.
 MZ0799
 MZ0799;                    North         East    Units  Estimated Accuracy
 MZ0799;SPC NY E     -   441,620.      217,770.      MT  (+/- 180 meters Scaled)
 MZ0799
 MZ0799                          SUPERSEDED SURVEY CONTROL
 MZ0799
 MZ0799.No superseded survey control is available for this station.
 MZ0799
 MZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN086402(NAD 83)
 MZ0799_MARKER: DB = BENCH MARK DISK
 MZ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0799_STAMPING: E 65 1955
 MZ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0799+STABILITY: SURFACE MOTION
 MZ0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ0799+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 MZ0799
 MZ0799  HISTORY     - Date     Condition        Report By
 MZ0799  HISTORY     - 1955     MONUMENTED       CGS
 MZ0799  HISTORY     - 1974     GOOD             NGS
 MZ0799  HISTORY     - 19981107 GOOD             USPSQD
 MZ0799  HISTORY     - 20030607 GOOD             USPSQD
 MZ0799  HISTORY     - 20040607 GOOD             USPSQD
 MZ0799  HISTORY     - 20050608 GOOD             USPSQD
 MZ0799  HISTORY     - 20060814 GOOD             USPSQD
 MZ0799
 MZ0799                          STATION DESCRIPTION
 MZ0799
 MZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MZ0799'1.1 MI N FROM WATERFORD.
 MZ0799'1.1 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 MZ0799'FREIGHT STATION AT WATERFORD, ABOUT 73 YARDS WEST OF THE SOUTH CORNER
 MZ0799'OF A GARAGE OF THE GRAND UNION GROCERY COMPANY WHICH IS LOCATED AT A
 MZ0799'REAR LOT OF A LARGE WAREHOUSE AREA OF GRAND UNION COMPANY, 26.8 FEET
 MZ0799'SOUTHEAST OF THE SOUTHEAST RAIL, 72.2 FEET SOUTHEAST OF MILEPOST RP
 MZ0799'179-A12, 45.9 FEET EAST-NORTHEAST OF A SWITCH STAND, 2.4 FEET
 MZ0799'NORTHWEST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 MZ0799'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MZ0799'0.4 FOOT ABOVE THE GROUND.
 MZ0799
 MZ0799                          STATION RECOVERY (1998)
 MZ0799
 MZ0799'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0799'RECOVERED IN GOOD CONDITION.
 MZ0799
 MZ0799                          STATION RECOVERY (2003)
 MZ0799
 MZ0799'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 MZ0799'RECOVERED IN GOOD CONDITION.
 MZ0799
 MZ0799                          STATION RECOVERY (2004)
 MZ0799
 MZ0799'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 MZ0799'RECOVERED IN GOOD CONDITION.
 MZ0799
 MZ0799                          STATION RECOVERY (2005)
 MZ0799
 MZ0799'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 MZ0799'RECOVERED IN GOOD CONDITION.
 MZ0799
 MZ0799                          STATION RECOVERY (2006)
 MZ0799
 MZ0799'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 MZ0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG0649 ***********************************************************************
 PG0649  DESIGNATION -  E 66
 PG0649  PID         -  PG0649
 PG0649  STATE/COUNTY-  NY/ESSEX
 PG0649  USGS QUAD   -  
 PG0649
 PG0649                         *CURRENT SURVEY CONTROL
 PG0649  ___________________________________________________________________
 PG0649* NAD 83(1986)-  44 01 01.     (N)    073 27 23.     (W)     SCALED    
 PG0649* NAVD 88     -        31.083  (meters)     101.98   (feet)  ADJUSTED  
 PG0649  ___________________________________________________________________
 PG0649  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG0649  DYNAMIC HT  -          31.079 (meters)     101.97  (feet)  COMP
 PG0649  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PG0649
 PG0649  VERT ORDER  -  FIRST     CLASS I
 PG0649
 PG0649.The horizontal coordinates were scaled from a topographic map and have
 PG0649.an estimated accuracy of +/- 6 seconds.
 PG0649
 PG0649.The orthometric height was determined by differential leveling
 PG0649.and adjusted by the National Geodetic Survey in June 1991..
 PG0649
 PG0649.The geoid height was determined by GEOID03.
 PG0649
 PG0649.The dynamic height is computed by dividing the NAVD 88
 PG0649.geopotential number by the normal gravity value computed on the
 PG0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG0649.degrees latitude (g = 980.6199 gals.).
 PG0649
 PG0649.The modeled gravity was interpolated from observed gravity values.
 PG0649
 PG0649;                    North         East    Units  Estimated Accuracy
 PG0649;SPC NY E     -   576,180.      233,670.      MT  (+/- 180 meters Scaled)
 PG0649
 PG0649                          SUPERSEDED SURVEY CONTROL
 PG0649
 PG0649  NGVD 29 (??/??/??)   31.265  (m)          102.58   (f) ADJUSTED    1 1
 PG0649
 PG0649.Superseded values are not recommended for survey control.
 PG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG0649.See file dsdata.txt to determine how the superseded data were derived.
 PG0649
 PG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP237749(NAD 83)
 PG0649_MARKER: DB = BENCH MARK DISK
 PG0649_SETTING: 66 = SET IN ROCK OUTCROP
 PG0649_SP_SET: ROCK OUTCROP
 PG0649_STAMPING: E 66 1955
 PG0649_MARK LOGO: CGS   
 PG0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG0649+STABILITY: POSITION/ELEVATION WELL
 PG0649
 PG0649  HISTORY     - Date     Condition        Report By
 PG0649  HISTORY     - 1955     MONUMENTED       CGS
 PG0649  HISTORY     - 1973     GOOD             NGS
 PG0649  HISTORY     - 1984     GOOD             NGS
 PG0649
 PG0649                          STATION DESCRIPTION
 PG0649
 PG0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG0649'1.8 MI S FROM PORT HENRY.
 PG0649'ABOUT 1.8 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 PG0649'STATION AT PORT HENRY, ABOUT 4 1/2 POLES SOUTH OF MILEPOST A-115 RP96,
 PG0649'ON THE WEST EDGE OF LAKE CHAMPLAIN, 364 FEET NORTH OF THE EAST END OF
 PG0649'THE NORTH CONCRETE ABUTMENT OF A SHORT RAILROAD BRIDGE, 52 FEET
 PG0649'SOUTHEAST OF THE FOURTH POLE SOUTH OF MILEPOST, 38 FEET EAST OF THE
 PG0649'EAST RAIL, SET IN TOP OF A 20 FT. BY 50 FT. ROCK OUTCROP, ABOUT 8 FEET
 PG0649'ABOVE LEVEL OF THE LAKE AND 5 FEET BELOW LEVEL OF THE RAILS.
 PG0649
 PG0649                          STATION RECOVERY (1984)
 PG0649
 PG0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PG0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0885 ***********************************************************************
 OD0885  DESIGNATION -  E 67
 OD0885  PID         -  OD0885
 OD0885  STATE/COUNTY-  NY/WARREN
 OD0885  USGS QUAD   -  HUDSON FALLS (1966)
 OD0885
 OD0885                         *CURRENT SURVEY CONTROL
 OD0885  ___________________________________________________________________
 OD0885* NAD 83(1986)-  43 18 47.     (N)    073 35 45.     (W)     SCALED    
 OD0885* NAVD 88     -        86.936  (meters)     285.22   (feet)  ADJUSTED  
 OD0885  ___________________________________________________________________
 OD0885  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OD0885  DYNAMIC HT  -          86.917 (meters)     285.16  (feet)  COMP
 OD0885  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 OD0885
 OD0885  VERT ORDER  -  FIRST     CLASS II
 OD0885
 OD0885.The horizontal coordinates were scaled from a topographic map and have
 OD0885.an estimated accuracy of +/- 6 seconds.
 OD0885
 OD0885.The orthometric height was determined by differential leveling
 OD0885.and adjusted by the National Geodetic Survey in June 1991..
 OD0885
 OD0885.The geoid height was determined by GEOID03.
 OD0885
 OD0885.The dynamic height is computed by dividing the NAVD 88
 OD0885.geopotential number by the normal gravity value computed on the
 OD0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0885.degrees latitude (g = 980.6199 gals.).
 OD0885
 OD0885.The modeled gravity was interpolated from observed gravity values.
 OD0885
 OD0885;                    North         East    Units  Estimated Accuracy
 OD0885;SPC NY E     -   497,850.      223,340.      MT  (+/- 180 meters Scaled)
 OD0885
 OD0885                          SUPERSEDED SURVEY CONTROL
 OD0885
 OD0885  NGVD 29 (??/??/92)   87.109  (m)          285.79   (f) ADJ UNCH    1 2
 OD0885
 OD0885.Superseded values are not recommended for survey control.
 OD0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OD0885.See file dsdata.txt to determine how the superseded data were derived.
 OD0885
 OD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN138965(NAD 83)
 OD0885_MARKER: DB = BENCH MARK DISK
 OD0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OD0885_SP_SET: BRIDGE ABUTMENT
 OD0885_STAMPING: E 67 1955
 OD0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OD0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OD0885+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 OD0885
 OD0885  HISTORY     - Date     Condition        Report By
 OD0885  HISTORY     - 1955     MONUMENTED       CGS
 OD0885  HISTORY     - 1955     GOOD             NGS
 OD0885  HISTORY     - 20040625 MARK NOT FOUND   NYDT
 OD0885  HISTORY     - 20060628 GOOD             NYSDOT
 OD0885
 OD0885                          STATION DESCRIPTION
 OD0885
 OD0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OD0885'1.2 MI NW FROM HUDSON FALLS.
 OD0885'ABOUT 0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT HUDSON
 OD0885'FALLS, THENCE 0.75 MILE NORTHWEST ALONG RIVER STREET, THENCE ABOUT 0.3
 OD0885'MILE NORTH ALONG WARREN STREET, JUST WEST OF THE WASHINGTON-WARREN
 OD0885'COUNTY LINE, IN THE TOP OF THE EAST OF NORTH CONCRETE ABUTMENT OF A
 OD0885'66-FOOT WOODEN DECK STEEL BRIDGE OVER FEEDER CANAL, 12 FEET OF CENTER
 OD0885'LINE OF WARREN STREET, ABOUT 125 YARDS SOUTH OF INTERSECTION OF STATE
 OD0885'HIGHWAY 32 AND ABOUT LEVEL WITH STREET.
 OD0885
 OD0885                          STATION RECOVERY (1955)
 OD0885
 OD0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OD0885'RECOVERED IN GOOD CONDITION.
 OD0885
 OD0885                          STATION RECOVERY (2004)
 OD0885
 OD0885'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 OD0885'BRIDGE HAS BEEN REPLACED, RESET MARK (E67 RESET 1998) FOUND IN WEST
 OD0885'END OF SOUTH ABUTMENT 15 FT. WEST OF WARREN ST.
 OD0885
 OD0885                          STATION RECOVERY (2006)
 OD0885
 OD0885'RECOVERY NOTE BY   2006
 OD0885'RESET IN 1998 (STAMPING E 67 RESET 1998) TO THE SOUTH ABUTMENT 15 FT.
 OD0885'WEST OF WARREN ST. BUT NOT ELEVATED. USING RTK (REAL TIME KINEMATICS)
 OD0885'FROM LOCAL GPS NETWORK AND THE HARN THE MEASURED ELEVATION OF THIS
 OD0885'MARK WAS FOUND TO BE 86.671 METERS, NAVD88. HOWEVER, THERE IS
 OD0885'CONSIDERABLE TREE COVER AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0353 ***********************************************************************
 NB0353  DESIGNATION -  E 68
 NB0353  PID         -  NB0353
 NB0353  STATE/COUNTY-  NY/CHEMUNG
 NB0353  USGS QUAD   -  ELMIRA (1969)
 NB0353
 NB0353                         *CURRENT SURVEY CONTROL
 NB0353  ___________________________________________________________________
 NB0353* NAD 83(1986)-  42 03 23.     (N)    076 48 25.     (W)     SCALED    
 NB0353* NAVD 88     -       266.259  (meters)     873.55   (feet)  ADJUSTED  
 NB0353  ___________________________________________________________________
 NB0353  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NB0353  DYNAMIC HT  -         266.159 (meters)     873.22  (feet)  COMP
 NB0353  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 NB0353
 NB0353  VERT ORDER  -  FIRST     CLASS II
 NB0353
 NB0353.The horizontal coordinates were scaled from a topographic map and have
 NB0353.an estimated accuracy of +/- 6 seconds.
 NB0353
 NB0353.The orthometric height was determined by differential leveling
 NB0353.and adjusted by the National Geodetic Survey in June 1991..
 NB0353.WARNING-Repeat measurements at this control monument indicate possible
 NB0353.vertical movement.
 NB0353
 NB0353.The geoid height was determined by GEOID03.
 NB0353
 NB0353.The dynamic height is computed by dividing the NAVD 88
 NB0353.geopotential number by the normal gravity value computed on the
 NB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0353.degrees latitude (g = 980.6199 gals.).
 NB0353
 NB0353.The modeled gravity was interpolated from observed gravity values.
 NB0353
 NB0353;                    North         East    Units  Estimated Accuracy
 NB0353;SPC NY C     -   228,380.      231,490.      MT  (+/- 180 meters Scaled)
 NB0353
 NB0353                          SUPERSEDED SURVEY CONTROL
 NB0353
 NB0353  NGVD 29 (??/??/92)  266.460  (m)          874.21   (f) ADJ UNCH    1 2
 NB0353
 NB0353.Superseded values are not recommended for survey control.
 NB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0353.See file dsdata.txt to determine how the superseded data were derived.
 NB0353
 NB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM504576(NAD 83)
 NB0353_MARKER: DB = BENCH MARK DISK
 NB0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB0353_SP_SET: BRIDGE
 NB0353_STAMPING: E 68 1934
 NB0353_MARK LOGO: CGS   
 NB0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB0353
 NB0353  HISTORY     - Date     Condition        Report By
 NB0353  HISTORY     - 1934     MONUMENTED       CGS
 NB0353  HISTORY     - 1982     GOOD             NGS
 NB0353  HISTORY     - 1983     GOOD             NGS
 NB0353  HISTORY     - 1985     GOOD             USPSQD
 NB0353
 NB0353                          STATION DESCRIPTION
 NB0353
 NB0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB0353'3.1 MI S FROM ELMIRA.
 NB0353'31 MILES SOUTH OF ELMIRA ON P.R.R. IN BRIDGE NO. 73.94 (100 FT.
 NB0353'SPAN STEEL BRIDGE) 270 FT. SOUTH OF SIGNAL TOWER. 180 FT. NORTH
 NB0353'OF LIGHT SIGNAL. SOUTH ABUTMENT WEST SIDE. 8 FT. WEST OF WEST RAIL.
 NB0353'5 FT. BELOW TOP OF RAIL.
 NB0353
 NB0353                          STATION RECOVERY (1982)
 NB0353
 NB0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0353'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 NB0353'SOUTHEAST ALONG STATE HIGHWAY 427 FROM THE JUNCTION OF STATE HIGHWAYS
 NB0353'14 AND 328 IN SOUTHPORT, THENCE 0.24 KM (0.15 MI) SOUTH ALONG THE
 NB0353'ABANDONED PENN CENTRAL RAILROAD AND ACROSS SEELEY CREEK TO THE MARK ON
 NB0353'THE RIGHT IN TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT OF A RAZED
 NB0353'RAILROAD BRIDGE.  NOTE--THIS MARK WILL BE INACCESSIBLE WHEN SEELEY
 NB0353'CREEK HAS WATER FLOW.
 NB0353'THE MARK IS 1.5 M BELOW RAILROAD BED.
 NB0353
 NB0353                          STATION RECOVERY (1983)
 NB0353
 NB0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB0353'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983.
 NB0353
 NB0353                          STATION RECOVERY (1985)
 NB0353
 NB0353'RECOVERY NOTE BY US POWER SQUADRON 1985
 NB0353'ALL THAT REMAIN IS THE NORTH AND SOUTH ABUTMENTS. MARK IS ON THE
 NB0353'SOUTH ABUTMENT ON A SHELF 2 FT. FROM SOUTH END 4 FT. BELOW TOP OF
 NB0353'ABUTMENT. TO REACH MARK FROM CORNER OF PENNA. AVE. (RT 328) AND
 NB0353'BROADWAY. FOLLOW BROADWAY SOUTH .4 MILE TO ROAD ON LEFT LEADING TO
 NB0353'THE CHEMUNG CO. SOLID WASTE DISPOSAL TRANSFER STATION. AT STATION
 NB0353'FOLLOW ABONDONED R.R. BED NORTHEAST .5 MILES TO BRIDGE ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1253 ***********************************************************************
 NB1253  DESIGNATION -  E 69
 NB1253  PID         -  NB1253
 NB1253  STATE/COUNTY-  NY/ALLEGANY
 NB1253  USGS QUAD   -  WELLSVILLE SOUTH (1978)
 NB1253
 NB1253                         *CURRENT SURVEY CONTROL
 NB1253  ___________________________________________________________________
 NB1253* NAD 83(1986)-  42 07 07.     (N)    077 56 53.     (W)     SCALED    
 NB1253* NAVD 88     -       456.760  (meters)    1498.55   (feet)  ADJUSTED  
 NB1253  ___________________________________________________________________
 NB1253  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 NB1253  DYNAMIC HT  -         456.584 (meters)    1497.98  (feet)  COMP
 NB1253  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 NB1253
 NB1253  VERT ORDER  -  FIRST     CLASS II
 NB1253
 NB1253.The horizontal coordinates were scaled from a topographic map and have
 NB1253.an estimated accuracy of +/- 6 seconds.
 NB1253
 NB1253.The orthometric height was determined by differential leveling
 NB1253.and adjusted by the National Geodetic Survey in June 1991..
 NB1253.WARNING-Repeat measurements at this control monument indicate possible
 NB1253.vertical movement.
 NB1253
 NB1253.The geoid height was determined by GEOID03.
 NB1253
 NB1253.The dynamic height is computed by dividing the NAVD 88
 NB1253.geopotential number by the normal gravity value computed on the
 NB1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1253.degrees latitude (g = 980.6199 gals.).
 NB1253
 NB1253.The modeled gravity was interpolated from observed gravity values.
 NB1253
 NB1253;                    North         East    Units  Estimated Accuracy
 NB1253;SPC NY W     -   235,460.      402,530.      MT  (+/- 180 meters Scaled)
 NB1253
 NB1253                          SUPERSEDED SURVEY CONTROL
 NB1253
 NB1253.No superseded survey control is available for this station.
 NB1253
 NB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM562671(NAD 83)
 NB1253_MARKER: DB = BENCH MARK DISK
 NB1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NB1253_SP_SET: BUILDING
 NB1253_STAMPING: E 69 1934
 NB1253_MARK LOGO: CGS   
 NB1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NB1253+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 NB1253
 NB1253  HISTORY     - Date     Condition        Report By
 NB1253  HISTORY     - 1934     MONUMENTED       CGS
 NB1253  HISTORY     - 1970     GOOD             NYHD
 NB1253  HISTORY     - 1983     GOOD             NGS
 NB1253  HISTORY     - 20040626 GOOD             USPSQD
 NB1253
 NB1253                          STATION DESCRIPTION
 NB1253
 NB1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NB1253'AT WELLSVILLE.
 NB1253'AT WELLSVILLE. ON WELLSVILLE HIGH SCHOOL BLDG. 80 FT NORTH OF
 NB1253'CENTERLINE OF W. STATE ST. ON FOUNDATION OF BLDG. 4 FT WEST OF
 NB1253'SOUTHEAST CORNER 2.5 FT ABOVE GRADE OF STREET. A VERTICAL MARK.
 NB1253
 NB1253                          STATION RECOVERY (1970)
 NB1253
 NB1253'RECOVERY NOTE BY NY DEPT OF HIGHWAYS 1970
 NB1253'RECOVERED IN GOOD CONDITION.
 NB1253
 NB1253                          STATION RECOVERY (1983)
 NB1253
 NB1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NB1253'RECOVERED IN GOOD CONDITION.
 NB1253
 NB1253                          STATION RECOVERY (2004)
 NB1253
 NB1253'RECOVERY NOTE BY US POWER SQUADRON 2004 (SFG)
 NB1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OD0462 ***********************************************************************
 OD0462  DESIGNATION -  E 7
 OD0462  PID         -  OD0462
 OD0462  STATE/COUNTY-  NY/WASHINGTON
 OD0462  USGS QUAD   -  WHITEHALL (1950)
 OD0462
 OD0462                         *CURRENT SURVEY CONTROL
 OD0462  ___________________________________________________________________
 OD0462* NAD 83(1986)-  43 31 03.     (N)    073 24 46.     (W)     SCALED    
 OD0462* NAVD 88     -        38.004  (meters)     124.68   (feet)  ADJUSTED  
 OD0462  ___________________________________________________________________
 OD0462  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 OD0462  DYNAMIC HT  -          37.996 (meters)     124.66  (feet)  COMP
 OD0462  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 OD0462
 OD0462  VERT ORDER  -  FIRST     CLASS I
 OD0462
 OD0462.The horizontal coordinates were scaled from a topographic map and have
 OD0462.an estimated accuracy of +/- 6 seconds.
 OD0462
 OD0462.The orthometric height was determined by differential leveling
 OD0462.and adjusted by the National Geodetic Survey in June 1991..
 OD0462
 OD0462.The geoid height was determined by GEOID03.
 OD0462
 OD0462.The dynamic height is computed by dividing the NAVD 88
 OD0462.geopotential number by the normal gravity value computed on the
 OD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OD0462.degrees latitude (g = 980.6199 gals.).
 OD0462
 OD0462.The modeled gravity was interpolated from observed gravity values.
 OD0462
 OD0462;                    North         East    Units  Estimated Accuracy
 OD0462;SPC NY E     -   520,730.      237,900.      MT  (+/- 180 meters Scaled)
 OD0462
 OD0462                          SUPERSEDED SURVEY CONTROL
 OD0462
 OD0462.No superseded survey control is available for this station.
 OD0462
 OD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXP282195(NAD 83)
 OD0462_MARKER: DB = BENCH MARK DISK
 OD0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OD0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OD0462_STAMPING: E 7 1919
 OD0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OD0462+STABILITY: SURFACE MOTION
 OD0462
 OD0462  HISTORY     - Date     Condition        Report By
 OD0462  HISTORY     - 1919     MONUMENTED       CGS
 OD0462  HISTORY     - 1973     POOR             NGS
 OD0462
 OD0462                          STATION DESCRIPTION
 OD0462
 OD0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OD0462'2.15 MI SSW FROM WHITEHALL.
 OD0462'ABOUT 2.15 MILES SOUTH-SOUTHWEST ALONG THE DELAWARE AND HUDSON
 OD0462'RAILROAD FROM THE STATION AT WHITEHALL, ABOUT 650 YARDS NORTHEAST OF
 OD0462'MILEPOST A75-RP116, 117 FEET WEST-NORTHWEST OF THE CENTER OF CROSSING
 OD0462'WITH THE MIDDLE ONE OF THREE TRACKS AND A PRIVATE DIRT ROAD, 8 1/2
 OD0462'FEET NORTH OF THE CENTER LINE OF THE ROAD, 106 FEET WEST-NORTHWEST OF
 OD0462'THE WEST-NORTHWEST RAIL OF THE WEST-NORTHWEST TRACK, ON A SLIGHT RISE,
 OD0462'0.4 FOOT SOUTH OF A WIRE FENCE, 0.5 FOOT EAST OF A WOODEN WITNESS
 OD0462'POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 OD0462'PROJECTING 6-INCHES.  NOTE-- MARK WAS LOOSE (GROUND HAD DRIED UP AND
 OD0462'LEFT POST LOOSE), DUG DOWN BY POST AND FOUND IT WAS ONLY 2 1/2 FEET
 OD0462'LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0155 ***********************************************************************
 NC0155  DESIGNATION -  E 70
 NC0155  PID         -  NC0155
 NC0155  STATE/COUNTY-  NY/ALLEGANY
 NC0155  USGS QUAD   -  FRIENDSHIP (1978)
 NC0155
 NC0155                         *CURRENT SURVEY CONTROL
 NC0155  ___________________________________________________________________
 NC0155* NAD 83(1986)-  42 10 35.     (N)    078 09 29.     (W)     SCALED    
 NC0155* NAVD 88     -       503.762  (meters)    1652.76   (feet)  ADJUSTED  
 NC0155  ___________________________________________________________________
 NC0155  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 NC0155  DYNAMIC HT  -         503.569 (meters)    1652.13  (feet)  COMP
 NC0155  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 NC0155
 NC0155  VERT ORDER  -  SECOND    CLASS 0
 NC0155
 NC0155.The horizontal coordinates were scaled from a topographic map and have
 NC0155.an estimated accuracy of +/- 6 seconds.
 NC0155
 NC0155.The orthometric height was determined by differential leveling
 NC0155.and adjusted by the National Geodetic Survey in June 1991..
 NC0155
 NC0155.The geoid height was determined by GEOID03.
 NC0155
 NC0155.The dynamic height is computed by dividing the NAVD 88
 NC0155.geopotential number by the normal gravity value computed on the
 NC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0155.degrees latitude (g = 980.6199 gals.).
 NC0155
 NC0155.The modeled gravity was interpolated from observed gravity values.
 NC0155
 NC0155;                    North         East    Units  Estimated Accuracy
 NC0155;SPC NY W     -   241,770.      385,140.      MT  (+/- 180 meters Scaled)
 NC0155
 NC0155                          SUPERSEDED SURVEY CONTROL
 NC0155
 NC0155  NGVD 29 (??/??/92)  503.868  (m)         1653.11   (f) ADJ UNCH    2 0
 NC0155
 NC0155.Superseded values are not recommended for survey control.
 NC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0155.See file dsdata.txt to determine how the superseded data were derived.
 NC0155
 NC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG347732(NAD 83)
 NC0155_MARKER: DB = BENCH MARK DISK
 NC0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0155_SP_SET: BRIDGE
 NC0155_STAMPING: E 70 1934
 NC0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0155
 NC0155  HISTORY     - Date     Condition        Report By
 NC0155  HISTORY     - 1934     MONUMENTED       CGS
 NC0155  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 NC0155
 NC0155                          STATION DESCRIPTION
 NC0155
 NC0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NC0155'IN NILE.
 NC0155'AT NILE 300 FT SOUTH OF SHAWMUT R.R. STATION ON R.R. BRIDGE NO. 48/9
 NC0155'OVER HIGHWAY ON WEST END OF SOUTH ABUTMENT 6 FT WEST OF TRACK 4 FT
 NC0155'BELOW TOP OF RAIL.
 NC0155
 NC0155                          STATION RECOVERY (2003)
 NC0155
 NC0155'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 NC0155'RAILROAD WAS ABANDONED OVER THE YEARS AND ALL EQUIPMENT REMOVED
 NC0155'INCLUDING BRIDGE ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0375 ***********************************************************************
 NB0375  DESIGNATION -  E 71
 NB0375  PID         -  NB0375
 NB0375  STATE/COUNTY-  NY/CHEMUNG
 NB0375  USGS QUAD   -  WAVERLY (1978)
 NB0375
 NB0375                         *CURRENT SURVEY CONTROL
 NB0375  ___________________________________________________________________
 NB0375* NAD 83(1986)-  42 00 12.     (N)    076 33 21.     (W)     SCALED    
 NB0375* NAVD 88     -       251.505  (meters)     825.15   (feet)  ADJUSTED  
 NB0375  ___________________________________________________________________
 NB0375  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NB0375  DYNAMIC HT  -         251.403 (meters)     824.81  (feet)  COMP
 NB0375  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 NB0375
 NB0375  VERT ORDER  -  FIRST     CLASS II
 NB0375
 NB0375.The horizontal coordinates were scaled from a topographic map and have
 NB0375.an estimated accuracy of +/- 6 seconds.
 NB0375
 NB0375.The orthometric height was determined by differential leveling
 NB0375.and adjusted by the National Geodetic Survey in June 1991..
 NB0375
 NB0375.The geoid height was determined by GEOID03.
 NB0375
 NB0375.The dynamic height is computed by dividing the NAVD 88
 NB0375.geopotential number by the normal gravity value computed on the
 NB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0375.degrees latitude (g = 980.6199 gals.).
 NB0375
 NB0375.The modeled gravity was interpolated from observed gravity values.
 NB0375
 NB0375;                    North         East    Units  Estimated Accuracy
 NB0375;SPC NY C     -   222,470.      252,280.      MT  (+/- 180 meters Scaled)
 NB0375
 NB0375                          SUPERSEDED SURVEY CONTROL
 NB0375
 NB0375  NGVD 29 (??/??/92)  251.679  (m)          825.72   (f) ADJ UNCH    1 2
 NB0375
 NB0375.Superseded values are not recommended for survey control.
 NB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0375.See file dsdata.txt to determine how the superseded data were derived.
 NB0375
 NB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM711513(NAD 83)
 NB0375_MARKER: DB = BENCH MARK DISK
 NB0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NB0375_SP_SET: CULVERT
 NB0375_STAMPING: E 71 1934
 NB0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NB0375
 NB0375  HISTORY     - Date     Condition        Report By
 NB0375  HISTORY     - 1934     MONUMENTED       CGS
 NB0375  HISTORY     - 1941     GOOD             NGS
 NB0375  HISTORY     - 1982     MARK NOT FOUND   NGS
 NB0375
 NB0375                          STATION DESCRIPTION
 NB0375
 NB0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NB0375'0.7 MI W FROM WAVERLY.
 NB0375'0.7 MILE WEST ALONG THE ERIE RAILROAD FROM WAVERLY, TIOGA COUNTY,
 NB0375'68 FEET WEST OF MILEPOST 256, AT 18-INCH CULVERT 256.01, IN THE TOP
 NB0375'OF THE NORTH HEADWALL, 5 FEET FROM THE EAST END OF THE HEADWALL,
 NB0375'7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP
 NB0375'OF THE RAIL. A STANDARD DISK, STAMPED E 71 1934.
 NB0375
 NB0375                          STATION RECOVERY (1982)
 NB0375
 NB0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NB0375'THE MARK IS ALONG THE CONRAIL RAILROAD AND
 NB0375'IS INACCESSIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1570 ***********************************************************************
 LX1570  DESIGNATION -  E 72
 LX1570  PID         -  LX1570
 LX1570  STATE/COUNTY-  NY/DUTCHESS
 LX1570  USGS QUAD   -  ROCK CITY (1978)
 LX1570
 LX1570                         *CURRENT SURVEY CONTROL
 LX1570  ___________________________________________________________________
 LX1570* NAD 83(1986)-  41 57 15.     (N)    073 45 36.     (W)     SCALED    
 LX1570* NAVD 88     -       163.764  (meters)     537.28   (feet)  ADJUSTED  
 LX1570  ___________________________________________________________________
 LX1570  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LX1570  DYNAMIC HT  -         163.705 (meters)     537.09  (feet)  COMP
 LX1570  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 LX1570
 LX1570  VERT ORDER  -  SECOND    CLASS 0
 LX1570
 LX1570.The horizontal coordinates were scaled from a topographic map and have
 LX1570.an estimated accuracy of +/- 6 seconds.
 LX1570
 LX1570.The orthometric height was determined by differential leveling
 LX1570.and adjusted by the National Geodetic Survey in June 1991..
 LX1570
 LX1570.The geoid height was determined by GEOID03.
 LX1570
 LX1570.The dynamic height is computed by dividing the NAVD 88
 LX1570.geopotential number by the normal gravity value computed on the
 LX1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1570.degrees latitude (g = 980.6199 gals.).
 LX1570
 LX1570.The modeled gravity was interpolated from observed gravity values.
 LX1570
 LX1570;                    North         East    Units  Estimated Accuracy
 LX1570;SPC NY E     -   346,780.      211,350.      MT  (+/- 180 meters Scaled)
 LX1570
 LX1570                          SUPERSEDED SURVEY CONTROL
 LX1570
 LX1570  NGVD 29 (??/??/92)  164.019  (m)          538.12   (f) ADJ UNCH    2 0
 LX1570
 LX1570.Superseded values are not recommended for survey control.
 LX1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1570.See file dsdata.txt to determine how the superseded data were derived.
 LX1570
 LX1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM027454(NAD 83)
 LX1570_MARKER: DB = BENCH MARK DISK
 LX1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1570_SP_SET: BRIDGE
 LX1570_STAMPING: E 72 1935
 LX1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1570
 LX1570  HISTORY     - Date     Condition        Report By
 LX1570  HISTORY     - 1935     MONUMENTED       CGS
 LX1570
 LX1570                          STATION DESCRIPTION
 LX1570
 LX1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1570'3.7 MI E FROM ROCK CITY.
 LX1570'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 199 FROM ROCK CITY,
 LX1570'DUTCHESS COUNTY, ABOUT 350 FEET WEST OF THE TYDOL SERVICE STATION
 LX1570'OF HARRY E. KNORR, AT A 10-FOOT SPAN CONCRETE BRIDGE, IN THE
 LX1570'SOUTHEAST CORNER OF THE NORTHWEST WING WALL, AND ABOUT 1 FOOT
 LX1570'LOWER THAN THE PAVEMENT.  A STANDARD DISK, STAMPED E 72 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0362 ***********************************************************************
 NA0362  DESIGNATION -  E 73
 NA0362  PID         -  NA0362
 NA0362  STATE/COUNTY-  NY/GREENE
 NA0362  USGS QUAD   -  HENSONVILLE (1980)
 NA0362
 NA0362                         *CURRENT SURVEY CONTROL
 NA0362  ___________________________________________________________________
 NA0362* NAD 83(1986)-  42 20 13.     (N)    074 07 44.     (W)     SCALED    
 NA0362* NAVD 88     -       432.203  (meters)    1417.99   (feet)  ADJUSTED  
 NA0362  ___________________________________________________________________
 NA0362  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 NA0362  DYNAMIC HT  -         432.047 (meters)    1417.47  (feet)  COMP
 NA0362  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 NA0362
 NA0362  VERT ORDER  -  SECOND    CLASS 0
 NA0362
 NA0362.The horizontal coordinates were scaled from a topographic map and have
 NA0362.an estimated accuracy of +/- 6 seconds.
 NA0362
 NA0362.The orthometric height was determined by differential leveling
 NA0362.and adjusted by the National Geodetic Survey in June 1991..
 NA0362
 NA0362.The geoid height was determined by GEOID03.
 NA0362
 NA0362.The dynamic height is computed by dividing the NAVD 88
 NA0362.geopotential number by the normal gravity value computed on the
 NA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0362.degrees latitude (g = 980.6199 gals.).
 NA0362
 NA0362.The modeled gravity was interpolated from observed gravity values.
 NA0362
 NA0362;                    North         East    Units  Estimated Accuracy
 NA0362;SPC NY E     -   389,090.      180,580.      MT  (+/- 180 meters Scaled)
 NA0362
 NA0362                          SUPERSEDED SURVEY CONTROL
 NA0362
 NA0362  NGVD 29 (??/??/92)  432.393  (m)         1418.61   (f) ADJ UNCH    2 0
 NA0362
 NA0362.Superseded values are not recommended for survey control.
 NA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0362.See file dsdata.txt to determine how the superseded data were derived.
 NA0362
 NA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM717875(NAD 83)
 NA0362_MARKER: DB = BENCH MARK DISK
 NA0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0362_STAMPING: E 73 1935
 NA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0362+STABILITY: SURFACE MOTION
 NA0362
 NA0362  HISTORY     - Date     Condition        Report By
 NA0362  HISTORY     - 1935     MONUMENTED       CGS
 NA0362  HISTORY     - 1942     GOOD             NGS
 NA0362  HISTORY     - 1963     GOOD             NYDPW
 NA0362
 NA0362                          STATION DESCRIPTION
 NA0362
 NA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NA0362'2.7 MI NW FROM SOUTH DURHAM.
 NA0362'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 NA0362'SOUTH DURHAM, GREENE COUNTY, ABOUT 500 FEET WEST OF THE TYDOL SERVICE
 NA0362'STATION AND ROADSIDE RESTAURANT, ABOUT 100 FEET NORTH OF THE ELLA
 NA0362'SCHRECK 2-STORY FRAME HOUSE, 60 FEET NORTHEAST OF UHE AND R CO. POLE
 NA0362'6881, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1
 NA0362'FOOT HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED E 73 1935 AND
 NA0362'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NA0362
 NA0362                          STATION RECOVERY (1963)
 NA0362
 NA0362'RECOVERY NOTE BY NY DEPT OF PUB WORKS 1963
 NA0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0110 ***********************************************************************
 LY0110  DESIGNATION -  E 74
 LY0110  PID         -  LY0110
 LY0110  STATE/COUNTY-  NY/SULLIVAN
 LY0110  USGS QUAD   -  ELLENVILLE (1976)
 LY0110
 LY0110                         *CURRENT SURVEY CONTROL
 LY0110  ___________________________________________________________________
 LY0110* NAD 83(1986)-  41 38 17.     (N)    074 26 46.     (W)     SCALED    
 LY0110* NAVD 88     -       154.332  (meters)     506.34   (feet)  ADJUSTED  
 LY0110  ___________________________________________________________________
 LY0110  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LY0110  DYNAMIC HT  -         154.272 (meters)     506.14  (feet)  COMP
 LY0110  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 LY0110
 LY0110  VERT ORDER  -  SECOND    CLASS 0
 LY0110
 LY0110.The horizontal coordinates were scaled from a topographic map and have
 LY0110.an estimated accuracy of +/- 6 seconds.
 LY0110
 LY0110.The orthometric height was determined by differential leveling
 LY0110.and adjusted by the National Geodetic Survey in June 1991..
 LY0110
 LY0110.The geoid height was determined by GEOID03.
 LY0110
 LY0110.The dynamic height is computed by dividing the NAVD 88
 LY0110.geopotential number by the normal gravity value computed on the
 LY0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0110.degrees latitude (g = 980.6199 gals.).
 LY0110
 LY0110.The modeled gravity was interpolated from observed gravity values.
 LY0110
 LY0110;                    North         East    Units  Estimated Accuracy
 LY0110;SPC NY E     -   311,400.      154,490.      MT  (+/- 180 meters Scaled)
 LY0110
 LY0110                          SUPERSEDED SURVEY CONTROL
 LY0110
 LY0110.No superseded survey control is available for this station.
 LY0110
 LY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM461097(NAD 83)
 LY0110_MARKER: DB = BENCH MARK DISK
 LY0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0110_STAMPING: E 74 1935
 LY0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0110+STABILITY: SURFACE MOTION
 LY0110
 LY0110  HISTORY     - Date     Condition        Report By
 LY0110  HISTORY     - 1935     MONUMENTED       CGS
 LY0110  HISTORY     - 1944     MARK NOT FOUND   LOCSUR
 LY0110
 LY0110                          STATION DESCRIPTION
 LY0110
 LY0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0110'AT PHILLIPSPORT.
 LY0110'AT PHILLIPSPORT ON N.Y.O. AND W.R.R. 150 FEET SOUTH OF STATION
 LY0110'26 FEET EAST OF CENTER LINE OF TRACK 1 FOOT BELOW TOP OF RAIL
 LY0110'A CONCRETE POST WITH 4 IN PROJ.
 LY0110
 LY0110                          STATION RECOVERY (1944)
 LY0110
 LY0110'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 LY0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0358 ***********************************************************************
 MZ0358  DESIGNATION -  E 75
 MZ0358  PID         -  MZ0358
 MZ0358  STATE/COUNTY-  NY/RENSSELAER
 MZ0358  USGS QUAD   -  HOOSICK FALLS (1980)
 MZ0358
 MZ0358                         *CURRENT SURVEY CONTROL
 MZ0358  ___________________________________________________________________
 MZ0358* NAD 83(1986)-  42 54 06.     (N)    073 21 14.     (W)     SCALED    
 MZ0358* NAVD 88     -       135.204  (meters)     443.58   (feet)  ADJUSTED  
 MZ0358  ___________________________________________________________________
 MZ0358  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 MZ0358  DYNAMIC HT  -         135.165 (meters)     443.45  (feet)  COMP
 MZ0358  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 MZ0358
 MZ0358  VERT ORDER  -  SECOND    CLASS 0
 MZ0358
 MZ0358.The horizontal coordinates were scaled from a topographic map and have
 MZ0358.an estimated accuracy of +/- 6 seconds.
 MZ0358
 MZ0358.The orthometric height was determined by differential leveling
 MZ0358.and adjusted by the National Geodetic Survey in June 1991..
 MZ0358
 MZ0358.The geoid height was determined by GEOID03.
 MZ0358
 MZ0358.The dynamic height is computed by dividing the NAVD 88
 MZ0358.geopotential number by the normal gravity value computed on the
 MZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0358.degrees latitude (g = 980.6199 gals.).
 MZ0358
 MZ0358.The modeled gravity was interpolated from observed gravity values.
 MZ0358
 MZ0358;                    North         East    Units  Estimated Accuracy
 MZ0358;SPC NY E     -   452,390.      243,600.      MT  (+/- 180 meters Scaled)
 MZ0358
 MZ0358                          SUPERSEDED SURVEY CONTROL
 MZ0358
 MZ0358  NGVD 29 (??/??/92)  135.358  (m)          444.09   (f) ADJ UNCH    2 0
 MZ0358
 MZ0358.Superseded values are not recommended for survey control.
 MZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0358.See file dsdata.txt to determine how the superseded data were derived.
 MZ0358
 MZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN343512(NAD 83)
 MZ0358_MARKER: DB = BENCH MARK DISK
 MZ0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0358_SP_SET: BRIDGE
 MZ0358_STAMPING: E 75 1935
 MZ0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0358
 MZ0358  HISTORY     - Date     Condition        Report By
 MZ0358  HISTORY     - 1935     MONUMENTED       CGS
 MZ0358  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 MZ0358
 MZ0358                          STATION DESCRIPTION
 MZ0358
 MZ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0358'AT HOOSICK FALLS.
 MZ0358'AT HOOSICK FALLS ON B. AND M.R.R. 30 FEET WEST OF STATION ON BRIDGE
 MZ0358'NO. 163.47 (30-FOOT SPAN GIRDER OVER EASTBOUND TRACK) IN WEST
 MZ0358'ABUTMENT, SOUTH SIDE 16 FEET SOUTH OF SOUTH RAIL 5 FEET BELOW TOP OF
 MZ0358'RAIL.
 MZ0358
 MZ0358                          STATION RECOVERY (1967)
 MZ0358
 MZ0358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 MZ0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1284 ***********************************************************************
 LX1284  DESIGNATION -  E 76
 LX1284  PID         -  LX1284
 LX1284  STATE/COUNTY-  NY/WESTCHESTER
 LX1284  USGS QUAD   -  MOHEGAN LAKE (1981)
 LX1284
 LX1284                         *CURRENT SURVEY CONTROL
 LX1284  ___________________________________________________________________
 LX1284* NAD 83(1986)-  41 20 12.     (N)    073 47 29.     (W)     SCALED    
 LX1284* NAVD 88     -       132.425  (meters)     434.46   (feet)  ADJUSTED  
 LX1284  ___________________________________________________________________
 LX1284  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 LX1284  DYNAMIC HT  -         132.376 (meters)     434.30  (feet)  COMP
 LX1284  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 LX1284
 LX1284  VERT ORDER  -  SECOND    CLASS 0
 LX1284
 LX1284.The horizontal coordinates were scaled from a topographic map and have
 LX1284.an estimated accuracy of +/- 6 seconds.
 LX1284
 LX1284.The orthometric height was determined by differential leveling
 LX1284.and adjusted by the National Geodetic Survey in June 1991..
 LX1284
 LX1284.The geoid height was determined by GEOID03.
 LX1284
 LX1284.The dynamic height is computed by dividing the NAVD 88
 LX1284.geopotential number by the normal gravity value computed on the
 LX1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1284.degrees latitude (g = 980.6199 gals.).
 LX1284
 LX1284.The modeled gravity was interpolated from observed gravity values.
 LX1284
 LX1284;                    North         East    Units  Estimated Accuracy
 LX1284;SPC NY E     -   278,180.      209,310.      MT  (+/- 180 meters Scaled)
 LX1284
 LX1284                          SUPERSEDED SURVEY CONTROL
 LX1284
 LX1284  NGVD 29 (??/??/92)  132.703  (m)          435.38   (f) ADJ UNCH    2 0
 LX1284
 LX1284.Superseded values are not recommended for survey control.
 LX1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1284.See file dsdata.txt to determine how the superseded data were derived.
 LX1284
 LX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL011768(NAD 83)
 LX1284_MARKER: DB = BENCH MARK DISK
 LX1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1284_SP_SET: CULVERT
 LX1284_STAMPING: E 76 1935
 LX1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1284
 LX1284  HISTORY     - Date     Condition        Report By
 LX1284  HISTORY     - 1935     MONUMENTED       CGS
 LX1284
 LX1284                          STATION DESCRIPTION
 LX1284
 LX1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1284'IN JEFFERSON VALLEY.
 LX1284'AT JEFFERSON VALLEY, WESTCHESTER COUNTY, ON U.S. HIGHWAY 6, 0.4
 LX1284'MILE EAST OF THE POST OFFICE, AT A ROAD INTERSECTION, AT A
 LX1284'12-FOOT BOX CULVERT, IN THE TOP OF THE SOUTHWEST WING WALL, 20
 LX1284'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 LX1284'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 76 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1246 ***********************************************************************
 LX1246  DESIGNATION -  E 77
 LX1246  PID         -  LX1246
 LX1246  STATE/COUNTY-  NY/WESTCHESTER
 LX1246  USGS QUAD   -  MOUNT KISCO (1975)
 LX1246
 LX1246                         *CURRENT SURVEY CONTROL
 LX1246  ___________________________________________________________________
 LX1246* NAD 83(1986)-  41 13 56.     (N)    073 42 30.     (W)     SCALED    
 LX1246* NAVD 88     -        89.664  (meters)     294.17   (feet)  POSTED    
 LX1246  ___________________________________________________________________
 LX1246  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX1246  DYNAMIC HT  -          89.630 (meters)     294.06  (feet)  COMP
 LX1246  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX1246
 LX1246  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX1246
 LX1246.The horizontal coordinates were scaled from a topographic map and have
 LX1246.an estimated accuracy of +/- 6 seconds.
 LX1246
 LX1246.The orthometric height was determined by differential leveling
 LX1246.and adjusted by the National Geodetic Survey in 1992..
 LX1246.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX1246.rate of 1.1 thru 2.0 mm/km.
 LX1246
 LX1246.The geoid height was determined by GEOID03.
 LX1246
 LX1246.The dynamic height is computed by dividing the NAVD 88
 LX1246.geopotential number by the normal gravity value computed on the
 LX1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1246.degrees latitude (g = 980.6199 gals.).
 LX1246
 LX1246.The modeled gravity was interpolated from observed gravity values.
 LX1246
 LX1246;                    North         East    Units  Estimated Accuracy
 LX1246;SPC NY E     -   266,640.      216,370.      MT  (+/- 180 meters Scaled)
 LX1246
 LX1246                          SUPERSEDED SURVEY CONTROL
 LX1246
 LX1246  NGVD 29 (??/??/92)   89.965  (m)          295.16   (f) ADJ UNCH    2 0
 LX1246
 LX1246.Superseded values are not recommended for survey control.
 LX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1246.See file dsdata.txt to determine how the superseded data were derived.
 LX1246
 LX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL082653(NAD 83)
 LX1246_MARKER: DB = BENCH MARK DISK
 LX1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1246_SP_SET: SIGNAL BASE
 LX1246_STAMPING: E 77 1935
 LX1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1246
 LX1246  HISTORY     - Date     Condition        Report By
 LX1246  HISTORY     - 1935     MONUMENTED       CGS
 LX1246
 LX1246                          STATION DESCRIPTION
 LX1246
 LX1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1246'0.6 MI S FROM BEDFORD HILLS.
 LX1246'0.6 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LX1246'STATION AT BEDFORD HILLS, WESTCHESTER COUNTY, ABOUT 0.4 MILE
 LX1246'SOUTH OF MILEPOST 39, IN THE TOP OF THE BASE OF SIGNAL TOWER
 LX1246'386, 9 FEET WEST OF THE CENTER LINE OF THE WEST TRACK, AND
 LX1246'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0371 ***********************************************************************
 LY0371  DESIGNATION -  E 78
 LY0371  PID         -  LY0371
 LY0371  STATE/COUNTY-  NY/ORANGE
 LY0371  USGS QUAD   -  MONROE (1981)
 LY0371
 LY0371                         *CURRENT SURVEY CONTROL
 LY0371  ___________________________________________________________________
 LY0371* NAD 83(1986)-  41 18 31.     (N)    074 08 42.     (W)     SCALED    
 LY0371* NAVD 88     -       164.765  (meters)     540.57   (feet)  ADJUSTED  
 LY0371  ___________________________________________________________________
 LY0371  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY0371  DYNAMIC HT  -         164.697 (meters)     540.34  (feet)  COMP
 LY0371  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 LY0371
 LY0371  VERT ORDER  -  SECOND    CLASS 0
 LY0371
 LY0371.The horizontal coordinates were scaled from a topographic map and have
 LY0371.an estimated accuracy of +/- 6 seconds.
 LY0371
 LY0371.The orthometric height was determined by differential leveling
 LY0371.and adjusted by the National Geodetic Survey in June 1991..
 LY0371
 LY0371.The geoid height was determined by GEOID03.
 LY0371
 LY0371.The dynamic height is computed by dividing the NAVD 88
 LY0371.geopotential number by the normal gravity value computed on the
 LY0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0371.degrees latitude (g = 980.6199 gals.).
 LY0371
 LY0371.The modeled gravity was interpolated from observed gravity values.
 LY0371
 LY0371;                    North         East    Units  Estimated Accuracy
 LY0371;SPC NY E     -   274,880.      179,730.      MT  (+/- 180 meters Scaled)
 LY0371
 LY0371                          SUPERSEDED SURVEY CONTROL
 LY0371
 LY0371  NGVD 29 (??/??/92)  165.035  (m)          541.45   (f) ADJ UNCH    2 0
 LY0371
 LY0371.Superseded values are not recommended for survey control.
 LY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0371.See file dsdata.txt to determine how the superseded data were derived.
 LY0371
 LY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL715733(NAD 83)
 LY0371_MARKER: DB = BENCH MARK DISK
 LY0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0371_SP_SET: ABUTMENT
 LY0371_STAMPING: E 78 1935
 LY0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0371
 LY0371  HISTORY     - Date     Condition        Report By
 LY0371  HISTORY     - 1935     MONUMENTED       CGS
 LY0371  HISTORY     - 1963     GOOD             NGS
 LY0371  HISTORY     - 20030721 MARK NOT FOUND   NYDT
 LY0371
 LY0371                          STATION DESCRIPTION
 LY0371
 LY0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0371'AT HARRIMAN.
 LY0371'AT HARRIMAN, ORANGE COUNTY, ABOUT 240 FEET EAST OF THE ERIE
 LY0371'RAILROAD STATION, AT A BRIDGE OVER STATE HIGHWAY 32, IN THE TOP
 LY0371'OF THE SOUTH END OF THE EAST ABUTMENT, 12 FEET SOUTH OF THE CENTER
 LY0371'LINE OF THE SOUTH TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 LY0371'A STANDARD DISK, STAMPED E 78 1935.
 LY0371
 LY0371                          STATION RECOVERY (1963)
 LY0371
 LY0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LY0371'RECOVERED IN GOOD CONDITION.
 LY0371
 LY0371                          STATION RECOVERY (2003)
 LY0371
 LY0371'RECOVERY NOTE BY NY DEPT OF TRANSP 2003 (JRB)
 LY0371'DISK NOT FOUND,CONCRETE ABUTMENT SURFACE IN DISK LOCATION IS ERODED
 LY0371'AND IN POOR CONDITION.
 LY0371' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0235 ***********************************************************************
 LY0235  DESIGNATION -  E 79
 LY0235  PID         -  LY0235
 LY0235  STATE/COUNTY-  NY/SULLIVAN
 LY0235  USGS QUAD   -  WURTSBORO (1976)
 LY0235
 LY0235                         *CURRENT SURVEY CONTROL
 LY0235  ___________________________________________________________________
 LY0235* NAD 83(1986)-  41 37 10.     (N)    074 27 18.     (W)     SCALED    
 LY0235* NAVD 88     -       167.002  (meters)     547.91   (feet)  ADJUSTED  
 LY0235  ___________________________________________________________________
 LY0235  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY0235  DYNAMIC HT  -         166.935 (meters)     547.69  (feet)  COMP
 LY0235  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 LY0235
 LY0235  VERT ORDER  -  SECOND    CLASS 0
 LY0235
 LY0235.The horizontal coordinates were scaled from a topographic map and have
 LY0235.an estimated accuracy of +/- 6 seconds.
 LY0235
 LY0235.The orthometric height was determined by differential leveling
 LY0235.and adjusted by the National Geodetic Survey in June 1991..
 LY0235
 LY0235.The geoid height was determined by GEOID03.
 LY0235
 LY0235.The dynamic height is computed by dividing the NAVD 88
 LY0235.geopotential number by the normal gravity value computed on the
 LY0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0235.degrees latitude (g = 980.6199 gals.).
 LY0235
 LY0235.The modeled gravity was interpolated from observed gravity values.
 LY0235
 LY0235;                    North         East    Units  Estimated Accuracy
 LY0235;SPC NY E     -   309,340.      153,750.      MT  (+/- 180 meters Scaled)
 LY0235
 LY0235                          SUPERSEDED SURVEY CONTROL
 LY0235
 LY0235.No superseded survey control is available for this station.
 LY0235
 LY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM454076(NAD 83)
 LY0235_MARKER: DB = BENCH MARK DISK
 LY0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0235_STAMPING: E 79 1935
 LY0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0235+STABILITY: SURFACE MOTION
 LY0235
 LY0235  HISTORY     - Date     Condition        Report By
 LY0235  HISTORY     - 1935     MONUMENTED       CGS
 LY0235
 LY0235                          STATION DESCRIPTION
 LY0235
 LY0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0235'AT SUMMITVILLE.
 LY0235'AT SUMMITVILLE ON N.Y.O. AND W.R.R., 130 FEET SOUTH OF STATION,
 LY0235'27 FEET NORTH OF WATER TANK, 19 FEET EAST OF CENTER LINE OF
 LY0235'BRANCH TRACK TO KINGSTON, LEVEL WITH TOP OF RAIL, A CONCRETE
 LY0235'POST WITH 6 IN PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 PG1026 ***********************************************************************
 PG1026  DESIGNATION -  E 8
 PG1026  PID         -  PG1026
 PG1026  STATE/COUNTY-  NY/CLINTON
 PG1026  USGS QUAD   -  ALTONA (1966)
 PG1026
 PG1026                         *CURRENT SURVEY CONTROL
 PG1026  ___________________________________________________________________
 PG1026* NAD 83(1986)-  44 53 41.     (N)    073 39 21.     (W)     SCALED    
 PG1026* NAVD 88     -       180.662  (meters)     592.72   (feet)  POSTED    
 PG1026  ___________________________________________________________________
 PG1026  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PG1026  DYNAMIC HT  -         180.650 (meters)     592.68  (feet)  COMP
 PG1026  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 PG1026
 PG1026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PG1026
 PG1026.The horizontal coordinates were scaled from a topographic map and have
 PG1026.an estimated accuracy of +/- 6 seconds.
 PG1026
 PG1026.The orthometric height was determined by differential leveling
 PG1026.and adjusted by the National Geodetic Survey in 1992..
 PG1026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PG1026.rate of 0.0 thru 1.0 mm/km.
 PG1026
 PG1026.The geoid height was determined by GEOID03.
 PG1026
 PG1026.The dynamic height is computed by dividing the NAVD 88
 PG1026.geopotential number by the normal gravity value computed on the
 PG1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1026.degrees latitude (g = 980.6199 gals.).
 PG1026
 PG1026.The modeled gravity was interpolated from observed gravity values.
 PG1026
 PG1026;                    North         East    Units  Estimated Accuracy
 PG1026;SPC NY E     -   673,520.      216,680.      MT  (+/- 180 meters Scaled)
 PG1026
 PG1026                          SUPERSEDED SURVEY CONTROL
 PG1026
 PG1026  NGVD 29 (??/??/??)  180.778  (m)          593.10   (f) ADJUSTED    1 2
 PG1026
 PG1026.Superseded values are not recommended for survey control.
 PG1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1026.See file dsdata.txt to determine how the superseded data were derived.
 PG1026
 PG1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ061721(NAD 83)
 PG1026_MARKER: Q = CHISELED SQUARE
 PG1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1026_SP_SET: WATER TANK
 PG1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1026
 PG1026  HISTORY     - Date     Condition        Report By
 PG1026  HISTORY     - UNK      MONUMENTED       CGS
 PG1026  HISTORY     - 1935     MARK NOT FOUND   CGS
 PG1026
 PG1026                          STATION DESCRIPTION
 PG1026
 PG1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 PG1026'IN ALTONA.
 PG1026'AT ALTONA, CLINTON COUNTY, NEARLY OPPOSITE THE RUTLAND RAILROAD
 PG1026'STATION, ON THE EAST FOOTING OF THE SOUTH SIDE OF THE RAILROAD WATER
 PG1026'TANK, ON THE TOP OF THE SOUTHEAST CORNER OF THE IRON PLATE WHICH IS ON
 PG1026'THE CONCRETE FOOTING.  NOTE--THERE IS NO MARK ON THE IRON PLATE. FOUR
 PG1026'RAILS WEST OF THE STATION, 75 FEET EAST OF A CROSSING, 20 FEET NORTH
 PG1026'OF THE NORTH RAIL OF THE NORTH TRACK AND 33 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0896 ***********************************************************************
 LY0896  DESIGNATION -  E 80
 LY0896  PID         -  LY0896
 LY0896  STATE/COUNTY-  NY/DELAWARE
 LY0896  USGS QUAD   -  ROSCOE (1982)
 LY0896
 LY0896                         *CURRENT SURVEY CONTROL
 LY0896  ___________________________________________________________________
 LY0896* NAD 83(1986)-  41 56 46.     (N)    074 58 41.     (W)     SCALED    
 LY0896* NAVD 88     -       359.572  (meters)    1179.70   (feet)  POSTED    
 LY0896  ___________________________________________________________________
 LY0896  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LY0896  DYNAMIC HT  -         359.440 (meters)    1179.26  (feet)  COMP
 LY0896  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 LY0896
 LY0896  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LY0896
 LY0896.The horizontal coordinates were scaled from a topographic map and have
 LY0896.an estimated accuracy of +/- 6 seconds.
 LY0896
 LY0896.The orthometric height was determined by differential leveling
 LY0896.and adjusted by the National Geodetic Survey in 1992..
 LY0896.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LY0896.rate of 2.1 thru 3.0 mm/km.
 LY0896
 LY0896.The geoid height was determined by GEOID03.
 LY0896
 LY0896.The dynamic height is computed by dividing the NAVD 88
 LY0896.geopotential number by the normal gravity value computed on the
 LY0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0896.degrees latitude (g = 980.6199 gals.).
 LY0896
 LY0896.The modeled gravity was interpolated from observed gravity values.
 LY0896
 LY0896;                    North         East    Units  Estimated Accuracy
 LY0896;SPC NY E     -   345,730.      110,360.      MT  (+/- 180 meters Scaled)
 LY0896
 LY0896                          SUPERSEDED SURVEY CONTROL
 LY0896
 LY0896  NGVD 29 (??/??/92)  359.730  (m)         1180.21   (f) ADJ UNCH    2 0
 LY0896
 LY0896.Superseded values are not recommended for survey control.
 LY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0896.See file dsdata.txt to determine how the superseded data were derived.
 LY0896
 LY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM018437(NAD 83)
 LY0896_MARKER: DB = BENCH MARK DISK
 LY0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0896_SP_SET: ABUTMENT
 LY0896_STAMPING: E 80 1935
 LY0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0896
 LY0896  HISTORY     - Date     Condition        Report By
 LY0896  HISTORY     - 1935     MONUMENTED       CGS
 LY0896  HISTORY     - 1970     GOOD             NGS
 LY0896  HISTORY     - 1970     GOOD             LOCSUR
 LY0896
 LY0896                          STATION DESCRIPTION
 LY0896
 LY0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LY0896'AT COOKS FALLS.
 LY0896'AT COOKS FALLS, DELAWARE COUNTY, ABOUT 1,100 FEET SOUTH OF THE
 LY0896'NEW YORK, ONTARIO AND WESTERN RAILWAY STATION, AT BRIDGE 155,
 LY0896'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 8 FEET EAST
 LY0896'OF THE CENTER LINE OF THE NORTH-BOUND TRACK, AND ABOUT 8 FEET
 LY0896'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 80 1935.
 LY0896
 LY0896                          STATION RECOVERY (1970)
 LY0896
 LY0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LY0896'RECOVERED IN GOOD CONDITION.
 LY0896
 LY0896                          STATION RECOVERY (1970)
 LY0896
 LY0896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 LY0896'RAILROAD HAS BEEN ABANDONED. RAILS AND TIES WERE REMOVED. CONCRETE
 LY0896'ABUTMENTS ARE STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0874 ***********************************************************************
 NA0874  DESIGNATION -  E 81
 NA0874  PID         -  NA0874
 NA0874  STATE/COUNTY-  NY/SCHOHARIE
 NA0874  USGS QUAD   -  RICHMONDVILLE (1994)
 NA0874
 NA0874                         *CURRENT SURVEY CONTROL
 NA0874  ___________________________________________________________________
 NA0874* NAD 83(1986)-  42 40 55.     (N)    074 33 20.     (W)     SCALED    
 NA0874* NAVD 88     -       330.540  (meters)    1084.45   (feet)  ADJUSTED  
 NA0874  ___________________________________________________________________
 NA0874  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 NA0874  DYNAMIC HT  -         330.434 (meters)    1084.10  (feet)  COMP
 NA0874  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 NA0874
 NA0874  VERT ORDER  -  SECOND    CLASS 0
 NA0874
 NA0874.The horizontal coordinates were scaled from a topographic map and have
 NA0874.an estimated accuracy of +/- 6 seconds.
 NA0874
 NA0874.The orthometric height was determined by differential leveling
 NA0874.and adjusted by the National Geodetic Survey in June 1991..
 NA0874
 NA0874.The geoid height was determined by GEOID03.
 NA0874
 NA0874.The dynamic height is computed by dividing the NAVD 88
 NA0874.geopotential number by the normal gravity value computed on the
 NA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0874.degrees latitude (g = 980.6199 gals.).
 NA0874
 NA0874.The modeled gravity was interpolated from observed gravity values.
 NA0874
 NA0874;                    North         East    Units  Estimated Accuracy
 NA0874;SPC NY E     -   427,340.      145,450.      MT  (+/- 180 meters Scaled)
 NA0874
 NA0874                          SUPERSEDED SURVEY CONTROL
 NA0874
 NA0874  NGVD 29 (??/??/92)  330.668  (m)         1084.87   (f) ADJ UNCH    2 0
 NA0874
 NA0874.Superseded values are not recommended for survey control.
 NA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0874.See file dsdata.txt to determine how the superseded data were derived.
 NA0874
 NA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN364255(NAD 83)
 NA0874_MARKER: DB = BENCH MARK DISK
 NA0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0874_SP_SET: BRIDGE
 NA0874_STAMPING: E 81 1935
 NA0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0874
 NA0874  HISTORY     - Date     Condition        Report By
 NA0874  HISTORY     - 1935     MONUMENTED       CGS
 NA0874  HISTORY     - 1956     GOOD             DHRR
 NA0874
 NA0874                          STATION DESCRIPTION
 NA0874
 NA0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0874'AT HYNDSVILLE.
 NA0874'AT HYNDSVILLE ON D. AND H.R.R. 2400 FEET EAST OF SITE OF OLD STATION.
 NA0874'75 FEET WEST OF MILE POST 49. IN NORTH COPING OF BRIDGE.  IN TOP OF
 NA0874'WEST END.  12 FEET NORTH OF CENTER LINE OF TRACK.  3 FEET BELOW TOP OF
 NA0874'RAIL.  NOTE--RR IS ABANDONED.
 NA0874
 NA0874                          STATION RECOVERY (1956)
 NA0874
 NA0874'RECOVERY NOTE BY DELAWARE AND HUDSON RAILROAD 1956
 NA0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OG0060 ***********************************************************************
 OG0060  DESIGNATION -  E 82
 OG0060  PID         -  OG0060
 OG0060  STATE/COUNTY-  NY/ORLEANS
 OG0060  USGS QUAD   -  
 OG0060
 OG0060                         *CURRENT SURVEY CONTROL
 OG0060  ___________________________________________________________________
 OG0060* NAD 83(1986)-  43 13 12.     (N)    078 23 21.     (W)     SCALED    
 OG0060* NAVD 88     -       162.900  (meters)     534.45   (feet)  ADJUSTED  
 OG0060  ___________________________________________________________________
 OG0060  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OG0060  DYNAMIC HT  -         162.862 (meters)     534.32  (feet)  COMP
 OG0060  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 OG0060
 OG0060  VERT ORDER  -  SECOND    CLASS 0
 OG0060
 OG0060.The horizontal coordinates were scaled from a topographic map and have
 OG0060.an estimated accuracy of +/- 6 seconds.
 OG0060
 OG0060.The orthometric height was determined by differential leveling
 OG0060.and adjusted by the National Geodetic Survey in June 1991..
 OG0060
 OG0060.The geoid height was determined by GEOID03.
 OG0060
 OG0060.The dynamic height is computed by dividing the NAVD 88
 OG0060.geopotential number by the normal gravity value computed on the
 OG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0060.degrees latitude (g = 980.6199 gals.).
 OG0060
 OG0060.The modeled gravity was interpolated from observed gravity values.
 OG0060
 OG0060;                    North         East    Units  Estimated Accuracy
 OG0060;SPC NY W     -   357,630.      365,780.      MT  (+/- 180 meters Scaled)
 OG0060
 OG0060                          SUPERSEDED SURVEY CONTROL
 OG0060
 OG0060  NGVD 29 (??/??/92)  163.058  (m)          534.97   (f) ADJ UNCH    2 0
 OG0060
 OG0060.Superseded values are not recommended for survey control.
 OG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0060.See file dsdata.txt to determine how the superseded data were derived.
 OG0060
 OG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH120885(NAD 83)
 OG0060_MARKER: DB = BENCH MARK DISK
 OG0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0060_SP_SET: STEP
 OG0060_STAMPING: E 82 1935
 OG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0060
 OG0060  HISTORY     - Date     Condition        Report By
 OG0060  HISTORY     - 1935     MONUMENTED       CGS
 OG0060  HISTORY     - 20020319 GOOD             NYDT
 OG0060
 OG0060                          STATION DESCRIPTION
 OG0060
 OG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OG0060'IN MEDINA.
 OG0060'AT MEDINA ON STATE HIGHWAY 19 IN POST OFFICE BUILDING, NORTH SIDE IN
 OG0060'TOP STEP LEADING TO BASEMENT 46 FEET NORTH OF CENTER LINE OF CENTER
 OG0060'STREET 125 FEET EAST OF CENTER LINE OF WEST AVENUE 3 FEET EAST OF
 OG0060'SOUTHEAST CORNER OF BUILDING 6 INCHES ABOVE STREET LEVEL.
 OG0060
 OG0060                          STATION RECOVERY (2002)
 OG0060
 OG0060'RECOVERY NOTE BY NY DEPT OF TRANSP 2002 (AEM)
 OG0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0563 ***********************************************************************
 NA0563  DESIGNATION -  E 83
 NA0563  PID         -  NA0563
 NA0563  STATE/COUNTY-  NY/DELAWARE
 NA0563  USGS QUAD   -  BLOOMVILLE (1981)
 NA0563
 NA0563                         *CURRENT SURVEY CONTROL
 NA0563  ___________________________________________________________________
 NA0563* NAD 83(1986)-  42 21 20.     (N)    074 48 04.     (W)     SCALED    
 NA0563* NAVD 88     -       485.039  (meters)    1591.33   (feet)  ADJUSTED  
 NA0563  ___________________________________________________________________
 NA0563  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 NA0563  DYNAMIC HT  -         484.865 (meters)    1590.76  (feet)  COMP
 NA0563  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 NA0563
 NA0563  VERT ORDER  -  SECOND    CLASS 0
 NA0563
 NA0563.The horizontal coordinates were scaled from a topographic map and have
 NA0563.an estimated accuracy of +/- 6 seconds.
 NA0563
 NA0563.The orthometric height was determined by differential leveling
 NA0563.and adjusted by the National Geodetic Survey in June 1991..
 NA0563
 NA0563.The geoid height was determined by GEOID03.
 NA0563
 NA0563.The dynamic height is computed by dividing the NAVD 88
 NA0563.geopotential number by the normal gravity value computed on the
 NA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0563.degrees latitude (g = 980.6199 gals.).
 NA0563
 NA0563.The modeled gravity was interpolated from observed gravity values.
 NA0563
 NA0563;                    North         East    Units  Estimated Accuracy
 NA0563;SPC NY E     -   391,130.      125,200.      MT  (+/- 180 meters Scaled)
 NA0563
 NA0563                          SUPERSEDED SURVEY CONTROL
 NA0563
 NA0563  NGVD 29 (??/??/92)  485.192  (m)         1591.83   (f) ADJ UNCH    2 0
 NA0563
 NA0563.Superseded values are not recommended for survey control.
 NA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0563.See file dsdata.txt to determine how the superseded data were derived.
 NA0563
 NA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWM163892(NAD 83)
 NA0563_MARKER: DB = BENCH MARK DISK
 NA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NA0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NA0563_STAMPING: E 83 1935
 NA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NA0563+STABILITY: SURFACE MOTION
 NA0563
 NA0563  HISTORY     - Date     Condition        Report By
 NA0563  HISTORY     - 1935     MONUMENTED       CGS
 NA0563
 NA0563                          STATION DESCRIPTION
 NA0563
 NA0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0563'1.7 MI W FROM BLOOMVILLE.
 NA0563'1.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 NA0563'AT BLOOMVILLE, DELAWARE COUNTY, 270 FEET EAST OF MILEPOST K 88, ABOUT
 NA0563'200 FEET EAST OF A MACADAM-ROAD CROSSING, 35 FEET NORTHEAST OF THE
 NA0563'CENTER OF A CATTLE CROSSING, 24 FEET NORTH OF THE CENTERLINE OF THE
 NA0563'TRACK, 9 FEET SOUTH OF A POLE, AND ABOUT 2 FEET HIGHER THAN THE
 NA0563'TRACK.  A STANDARD DISK, STAMPED E 83 1935 AND SET IN THE TOP OF A
 NA0563'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NA0752 ***********************************************************************
 NA0752  DESIGNATION -  E 84
 NA0752  PID         -  NA0752
 NA0752  STATE/COUNTY-  NY/OTSEGO
 NA0752  USGS QUAD   -  MILFORD (1994)
 NA0752
 NA0752                         *CURRENT SURVEY CONTROL
 NA0752  ___________________________________________________________________
 NA0752* NAD 83(1986)-  42 31 04.     (N)    074 54 43.     (W)     SCALED    
 NA0752* NAVD 88     -       354.841  (meters)    1164.17   (feet)  ADJUSTED  
 NA0752  ___________________________________________________________________
 NA0752  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 NA0752  DYNAMIC HT  -         354.712 (meters)    1163.75  (feet)  COMP
 NA0752  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 NA0752
 NA0752  VERT ORDER  -  SECOND    CLASS 0
 NA0752
 NA0752.The horizontal coordinates were scaled from a topographic map and have
 NA0752.an estimated accuracy of +/- 6 seconds.
 NA0752
 NA0752.The orthometric height was determined by differential leveling
 NA0752.and adjusted by the National Geodetic Survey in June 1991..
 NA0752
 NA0752.The geoid height was determined by GEOID03.
 NA0752
 NA0752.The dynamic height is computed by dividing the NAVD 88
 NA0752.geopotential number by the normal gravity value computed on the
 NA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NA0752.degrees latitude (g = 980.6199 gals.).
 NA0752
 NA0752.The modeled gravity was interpolated from observed gravity values.
 NA0752
 NA0752;                    North         East    Units  Estimated Accuracy
 NA0752;SPC NY E     -   409,190.      116,150.      MT  (+/- 180 meters Scaled)
 NA0752
 NA0752                          SUPERSEDED SURVEY CONTROL
 NA0752
 NA0752  NGVD 29 (??/??/92)  354.955  (m)         1164.55   (f) ADJ UNCH    2 0
 NA0752
 NA0752.Superseded values are not recommended for survey control.
 NA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NA0752.See file dsdata.txt to determine how the superseded data were derived.
 NA0752
 NA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWN072072(NAD 83)
 NA0752_MARKER: DB = BENCH MARK DISK
 NA0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NA0752_SP_SET: BRIDGE
 NA0752_STAMPING: E 84 1935
 NA0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NA0752
 NA0752  HISTORY     - Date     Condition        Report By
 NA0752  HISTORY     - 1935     MONUMENTED       CGS
 NA0752
 NA0752                          STATION DESCRIPTION
 NA0752
 NA0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NA0752'4.5 MI N FROM COLLIERS.
 NA0752'4.5 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM THE
 NA0752'STATION AT COLLIERS, OTSEGO COUNTY, AT 100-FOOT SPAN GIRDER BRIDGE
 NA0752'71.82, IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 12 FEET
 NA0752'WEST OF THE WEST RAIL, AND ABOUT 7 FEET LOWER THAN THE TOP OF THE
 NA0752'RAIL. A STANDARD DISK, STAMPED E 84 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0044 ***********************************************************************
 NC0044  DESIGNATION -  E 85
 NC0044  PID         -  NC0044
 NC0044  STATE/COUNTY-  NY/WYOMING
 NC0044  USGS QUAD   -  STRYKERSVILLE (1979)
 NC0044
 NC0044                         *CURRENT SURVEY CONTROL
 NC0044  ___________________________________________________________________
 NC0044* NAD 83(1986)-  42 39 39.     (N)    078 22 48.     (W)     SCALED    
 NC0044* NAVD 88     -       460.196  (meters)    1509.83   (feet)  ADJUSTED  
 NC0044  ___________________________________________________________________
 NC0044  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NC0044  DYNAMIC HT  -         460.038 (meters)    1509.31  (feet)  COMP
 NC0044  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 NC0044
 NC0044  VERT ORDER  -  SECOND    CLASS II
 NC0044
 NC0044.The horizontal coordinates were scaled from a topographic map and have
 NC0044.an estimated accuracy of +/- 6 seconds.
 NC0044
 NC0044.The orthometric height was determined by differential leveling
 NC0044.and adjusted by the National Geodetic Survey in June 1991..
 NC0044
 NC0044.The geoid height was determined by GEOID03.
 NC0044
 NC0044.The dynamic height is computed by dividing the NAVD 88
 NC0044.geopotential number by the normal gravity value computed on the
 NC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0044.degrees latitude (g = 980.6199 gals.).
 NC0044
 NC0044.The modeled gravity was interpolated from observed gravity values.
 NC0044
 NC0044;                    North         East    Units  Estimated Accuracy
 NC0044;SPC NY W     -   295,520.      366,670.      MT  (+/- 180 meters Scaled)
 NC0044
 NC0044                          SUPERSEDED SURVEY CONTROL
 NC0044
 NC0044  NGVD 29 (??/??/92)  460.322  (m)         1510.24   (f) ADJ UNCH    2 0
 NC0044
 NC0044.Superseded values are not recommended for survey control.
 NC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0044.See file dsdata.txt to determine how the superseded data were derived.
 NC0044
 NC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQH147264(NAD 83)
 NC0044_MARKER: DB = BENCH MARK DISK
 NC0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0044_SP_SET: BRIDGE
 NC0044_STAMPING: E 85 1935
 NC0044_MARK LOGO: CGS   
 NC0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0044
 NC0044  HISTORY     - Date     Condition        Report By
 NC0044  HISTORY     - 1935     MONUMENTED       CGS
 NC0044  HISTORY     - 20040414 GOOD             TVGA
 NC0044
 NC0044                          STATION DESCRIPTION
 NC0044
 NC0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0044'0.8 MI N FROM JAVA CENTER.
 NC0044'0.8 MILE NORTH OF JAVA CENTER ON A. AND A.R.R. IN BRIDGE OVER BEAVER
 NC0044'MEADOW CREEK IN SOUTH BACKWALL, WEST END 8 FEET WEST OF CENTER LINE OF
 NC0044'TRACK 3 FEET BELOW TOP OF RAIL.
 NC0044
 NC0044                          STATION RECOVERY (2004)
 NC0044
 NC0044'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2004 (ACK)
 NC0044'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0133 ***********************************************************************
 NC0133  DESIGNATION -  E 86
 NC0133  PID         -  NC0133
 NC0133  STATE/COUNTY-  NY/ALLEGANY
 NC0133  USGS QUAD   -  ANGELICA (1978)
 NC0133
 NC0133                         *CURRENT SURVEY CONTROL
 NC0133  ___________________________________________________________________
 NC0133* NAD 83(1986)-  42 15 33.     (N)    078 03 45.     (W)     SCALED    
 NC0133* NAVD 88     -       405.866  (meters)    1331.58   (feet)  ADJUSTED  
 NC0133  ___________________________________________________________________
 NC0133  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NC0133  DYNAMIC HT  -         405.718 (meters)    1331.09  (feet)  COMP
 NC0133  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NC0133
 NC0133  VERT ORDER  -  SECOND    CLASS 0
 NC0133
 NC0133.The horizontal coordinates were scaled from a topographic map and have
 NC0133.an estimated accuracy of +/- 6 seconds.
 NC0133
 NC0133.The orthometric height was determined by differential leveling
 NC0133.and adjusted by the National Geodetic Survey in June 1991..
 NC0133
 NC0133.The geoid height was determined by GEOID03.
 NC0133
 NC0133.The dynamic height is computed by dividing the NAVD 88
 NC0133.geopotential number by the normal gravity value computed on the
 NC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0133.degrees latitude (g = 980.6199 gals.).
 NC0133
 NC0133.The modeled gravity was interpolated from observed gravity values.
 NC0133
 NC0133;                    North         East    Units  Estimated Accuracy
 NC0133;SPC NY W     -   251,010.      392,970.      MT  (+/- 180 meters Scaled)
 NC0133
 NC0133                          SUPERSEDED SURVEY CONTROL
 NC0133
 NC0133  NGVD 29 (??/??/92)  406.012  (m)         1332.06   (f) ADJ UNCH    2 0
 NC0133
 NC0133.Superseded values are not recommended for survey control.
 NC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0133.See file dsdata.txt to determine how the superseded data were derived.
 NC0133
 NC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG422827(NAD 83)
 NC0133_MARKER: DB = BENCH MARK DISK
 NC0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0133_SP_SET: BRIDGE
 NC0133_STAMPING: E 86 1935
 NC0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0133
 NC0133  HISTORY     - Date     Condition        Report By
 NC0133  HISTORY     - 1935     MONUMENTED       CGS
 NC0133
 NC0133                          STATION DESCRIPTION
 NC0133
 NC0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0133'0.8 MI N FROM BELVIDERE.
 NC0133'0.8 MILE NORTH OF BELVIDERE ON STATE HIGHWAY 19 IN P.S. AND N.R.R.
 NC0133'BRIDGE OVER STATE HIGHWAY 19 IN EAST ABUTMENT, BOTTOM OF SOUTH END 18
 NC0133'FEET EAST OF CENTER LINE OF HIGHWAY 4 FEET ABOVE FINISHED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0566 ***********************************************************************
 NC0566  DESIGNATION -  E 88
 NC0566  PID         -  NC0566
 NC0566  STATE/COUNTY-  NY/CHAUTAUQUA
 NC0566  USGS QUAD   -  DUNKIRK (1979)
 NC0566
 NC0566                         *CURRENT SURVEY CONTROL
 NC0566  ___________________________________________________________________
 NC0566* NAD 83(1986)-  42 23 58.     (N)    079 19 12.     (W)     SCALED    
 NC0566* NAVD 88     -       344.741  (meters)    1131.04   (feet)  ADJUSTED  
 NC0566  ___________________________________________________________________
 NC0566  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NC0566  DYNAMIC HT  -         344.621 (meters)    1130.64  (feet)  COMP
 NC0566  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 NC0566
 NC0566  VERT ORDER  -  SECOND    CLASS 0
 NC0566
 NC0566.The horizontal coordinates were scaled from a topographic map and have
 NC0566.an estimated accuracy of +/- 6 seconds.
 NC0566
 NC0566.The orthometric height was determined by differential leveling
 NC0566.and adjusted by the National Geodetic Survey in November 1993..
 NC0566
 NC0566.The geoid height was determined by GEOID03.
 NC0566
 NC0566.The dynamic height is computed by dividing the NAVD 88
 NC0566.geopotential number by the normal gravity value computed on the
 NC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0566.degrees latitude (g = 980.6199 gals.).
 NC0566
 NC0566.The modeled gravity was interpolated from observed gravity values.
 NC0566
 NC0566;                    North         East    Units  Estimated Accuracy
 NC0566;SPC NY W     -   266,720.      289,350.      MT  (+/- 180 meters Scaled)
 NC0566
 NC0566                          SUPERSEDED SURVEY CONTROL
 NC0566
 NC0566  NAVD 88 (06/15/91)  344.714  (m)         1130.95   (f) UNKNOWN     2 0
 NC0566  NGVD 29 (??/??/92)  344.873  (m)         1131.47   (f) ADJ UNCH    2 0
 NC0566
 NC0566.Superseded values are not recommended for survey control.
 NC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0566.See file dsdata.txt to determine how the superseded data were derived.
 NC0566
 NC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG382954(NAD 83)
 NC0566_MARKER: DB = BENCH MARK DISK
 NC0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0566_STAMPING: E 88 1935
 NC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0566+STABILITY: SURFACE MOTION
 NC0566
 NC0566  HISTORY     - Date     Condition        Report By
 NC0566  HISTORY     - 1935     MONUMENTED       CGS
 NC0566  HISTORY     - 19990418 GOOD             USPSQD
 NC0566
 NC0566                          STATION DESCRIPTION
 NC0566
 NC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NC0566'2.2 MI S FROM NORTONS.
 NC0566'2.2 MILES SOUTH OF NORTONS ON N.Y.C.R.R. (WARREN BRANCH) 275 FEET
 NC0566'SOUTH OF STATION 490 AT TELEGRAPH POLE 9/35 AT SECONDARY ROAD CROSSING
 NC0566'36 FEET NORTH OF CENTER LINE OF ROAD 33 FEET EAST OF EAST RAIL 1 FOOT
 NC0566'BELOW TOP OF RAIL A CONCRETE POST WITH 6 IN. PROJ.
 NC0566
 NC0566                          STATION RECOVERY (1999)
 NC0566
 NC0566'RECOVERY NOTE BY US POWER SQUADRON 1999
 NC0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0898 ***********************************************************************
 MZ0898  DESIGNATION -  E 89
 MZ0898  PID         -  MZ0898
 MZ0898  STATE/COUNTY-  NY/ALBANY
 MZ0898  USGS QUAD   -  TROY SOUTH (1980)
 MZ0898
 MZ0898                         *CURRENT SURVEY CONTROL
 MZ0898  ___________________________________________________________________
 MZ0898* NAD 83(1986)-  42 43 47.     (N)    073 41 58.     (W)     SCALED    
 MZ0898* NAVD 88     -         8.998  (meters)      29.52   (feet)  ADJUSTED  
 MZ0898  ___________________________________________________________________
 MZ0898  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MZ0898  DYNAMIC HT  -           8.996 (meters)      29.51  (feet)  COMP
 MZ0898  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 MZ0898
 MZ0898  VERT ORDER  -  FIRST     CLASS II
 MZ0898
 MZ0898.The horizontal coordinates were scaled from a topographic map and have
 MZ0898.an estimated accuracy of +/- 6 seconds.
 MZ0898
 MZ0898.The orthometric height was determined by differential leveling
 MZ0898.and adjusted by the National Geodetic Survey in June 1991..
 MZ0898
 MZ0898.The geoid height was determined by GEOID03.
 MZ0898
 MZ0898.The dynamic height is computed by dividing the NAVD 88
 MZ0898.geopotential number by the normal gravity value computed on the
 MZ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0898.degrees latitude (g = 980.6199 gals.).
 MZ0898
 MZ0898.The modeled gravity was interpolated from observed gravity values.
 MZ0898
 MZ0898;                    North         East    Units  Estimated Accuracy
 MZ0898;SPC NY E     -   432,960.      215,560.      MT  (+/- 180 meters Scaled)
 MZ0898
 MZ0898                          SUPERSEDED SURVEY CONTROL
 MZ0898
 MZ0898  NGVD 29 (??/??/92)    9.24   (m)           30.3    (f) COMPUTED    1 2
 MZ0898
 MZ0898.Superseded values are not recommended for survey control.
 MZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0898.See file dsdata.txt to determine how the superseded data were derived.
 MZ0898
 MZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN064316(NAD 83)
 MZ0898_MARKER: DB = BENCH MARK DISK
 MZ0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0898_SP_SET: BRIDGE
 MZ0898_STAMPING: E 89 1959
 MZ0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0898
 MZ0898  HISTORY     - Date     Condition        Report By
 MZ0898  HISTORY     - 1959     MONUMENTED       CGS
 MZ0898  HISTORY     - 1971     GOOD             NYDT
 MZ0898  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 MZ0898
 MZ0898                          STATION DESCRIPTION
 MZ0898
 MZ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MZ0898'AT WATERVLIET.
 MZ0898'AT WATERVLIET, ON TOP AND NEAR THE EAST END OF SOUTH CONCRETE APPROACH
 MZ0898'OF THE 19TH STREET BRIDGE OVER THE HUDSON RIVER LEADING EAST TO TROY,
 MZ0898'ABOUT 75 YARDS EAST OF THE INTERSECTION OF 19TH STREET AND BROADWAY,
 MZ0898'23 FEET SOUTH OF THE CENTER LINE OF 19TH STREET, 12.5 FEET SOUTHWEST
 MZ0898'OF THE WEST END OF THE STEEL GUARD RAIL OF THE BRIDGE, 0.6 FOOT NORTH
 MZ0898'OF THE NORTH EDGE OF THE STEEL BRIDGE RAILING, ABOUT LEVEL WITH THE
 MZ0898'CONCRETE BRIDGE SIDEWALK.
 MZ0898
 MZ0898                          STATION RECOVERY (1971)
 MZ0898
 MZ0898'RECOVERY NOTE BY NY DEPT OF TRANSP 1971
 MZ0898'RECOVERED IN GOOD CONDITION.
 MZ0898
 MZ0898                          STATION RECOVERY (1998)
 MZ0898
 MZ0898'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0899 ***********************************************************************
 MZ0899  DESIGNATION -  E 89 RESET
 MZ0899  PID         -  MZ0899
 MZ0899  STATE/COUNTY-  NY/ALBANY
 MZ0899  USGS QUAD   -  TROY SOUTH (1980)
 MZ0899
 MZ0899                         *CURRENT SURVEY CONTROL
 MZ0899  ___________________________________________________________________
 MZ0899* NAD 83(1986)-  42 43 48.     (N)    073 41 56.     (W)     SCALED    
 MZ0899* NAVD 88     -        12.509  (meters)      41.04   (feet)  ADJUSTED  
 MZ0899  ___________________________________________________________________
 MZ0899  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 MZ0899  DYNAMIC HT  -          12.506 (meters)      41.03  (feet)  COMP
 MZ0899  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 MZ0899
 MZ0899  VERT ORDER  -  FIRST     CLASS II
 MZ0899
 MZ0899.The horizontal coordinates were scaled from a topographic map and have
 MZ0899.an estimated accuracy of +/- 6 seconds.
 MZ0899
 MZ0899.The orthometric height was determined by differential leveling
 MZ0899.and adjusted by the National Geodetic Survey in June 1991..
 MZ0899
 MZ0899.The geoid height was determined by GEOID03.
 MZ0899
 MZ0899.The dynamic height is computed by dividing the NAVD 88
 MZ0899.geopotential number by the normal gravity value computed on the
 MZ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0899.degrees latitude (g = 980.6199 gals.).
 MZ0899
 MZ0899.The modeled gravity was interpolated from observed gravity values.
 MZ0899
 MZ0899;                    North         East    Units  Estimated Accuracy
 MZ0899;SPC NY E     -   432,990.      215,600.      MT  (+/- 180 meters Scaled)
 MZ0899
 MZ0899                          SUPERSEDED SURVEY CONTROL
 MZ0899
 MZ0899.No superseded survey control is available for this station.
 MZ0899
 MZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXN065316(NAD 83)
 MZ0899_MARKER: DB = BENCH MARK DISK
 MZ0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0899_SP_SET: SIDEWALK
 MZ0899_STAMPING: E 89 RESET 1971
 MZ0899_MARK LOGO: NGS   
 MZ0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0899
 MZ0899  HISTORY     - Date     Condition        Report By
 MZ0899  HISTORY     - 1971     MONUMENTED       NYDT
 MZ0899  HISTORY     - 1982     GOOD             NGS
 MZ0899  HISTORY     - 19981025 GOOD             USPSQD
 MZ0899
 MZ0899                          STATION DESCRIPTION
 MZ0899
 MZ0899'DESCRIBED BY NY DEPT OF TRANSP 1971
 MZ0899'AT WATERVLIET.
 MZ0899'AT WATERVLIET, IN THE NORTH CONCRETE SIDEWALK ON TOP OF THE WEST
 MZ0899'ABUTMENT OF THE TROY-WATERVLIET BRIDGE OVER THE HUDSON RIVER, 120
 MZ0899'YARDS EAST OF THE INTERSECTION OF 19TH STREET AND 2ND AVENUE, 265 FEET
 MZ0899'EAST OF THE WEST END OF THE CHAIN LINK FENCE ON THE NORTH SIDEWALK OF
 MZ0899'THE BRIDGE, 33 FEET NORTH OF THE CENTER LINE OF THE STEEL MEDIAN
 MZ0899'BARRIER IN THE CENTER OF THE BRIDGE, 5 FEET SOUTH OF A CHAIN LINK
 MZ0899'FENCE, 1 FOOT NORTH OF THE STEEL BRIDGE RAILING AND ABOUT LEVEL WITH
 MZ0899'THE SIDEWALK.
 MZ0899
 MZ0899                          STATION RECOVERY (1982)
 MZ0899
 MZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MZ0899'RECOVERED IN GOOD CONDITION.
 MZ0899
 MZ0899                          STATION RECOVERY (1998)
 MZ0899
 MZ0899'RECOVERY NOTE BY US POWER SQUADRON 1998
 MZ0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OF1390 ***********************************************************************
 OF1390  DESIGNATION -  E 8TH ST MUNICIPAL TANK
 OF1390  PID         -  OF1390
 OF1390  STATE/COUNTY-  NY/OSWEGO
 OF1390  USGS QUAD   -  OSWEGO EAST (1978)
 OF1390
 OF1390                         *CURRENT SURVEY CONTROL
 OF1390  ___________________________________________________________________
 OF1390* NAD 83(1996)-  43 26 57.07074(N)    076 29 38.48909(W)     ADJUSTED  
 OF1390* NAVD 88     -                                                        
 OF1390  ___________________________________________________________________
 OF1390  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 OF1390  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OF1390
 OF1390  HORZ ORDER  -  THIRD
 OF1390
 OF1390.The horizontal coordinates were established by classical geodetic methods
 OF1390.and adjusted by the National Geodetic Survey in January 1999..
 OF1390
 OF1390
 OF1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OF1390
 OF1390.The geoid height was determined by GEOID03.
 OF1390
 OF1390;                    North         East     Units Scale Factor Converg.
 OF1390;SPC NY C     -   383,074.088   257,228.585   MT  0.99993814   +0 03 41.1
 OF1390;SPC NY C     - 1,256,802.24    843,924.12   sFT  0.99993814   +0 03 41.1
 OF1390;UTM  18      - 4,811,782.155   379,114.563   MT  0.99977975   -1 01 39.3
 OF1390
 OF1390                          SUPERSEDED SURVEY CONTROL
 OF1390
 OF1390  NAD 83(1986)-  43 26 57.07538(N)    076 29 38.48500(W) AD(       ) 4
 OF1390  NAD 27      -  43 26 56.82800(N)    076 29 39.69900(W) AD(       ) 3
 OF1390
 OF1390.Superseded values are not recommended for survey control.
 OF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OF1390.See file dsdata.txt to determine how the superseded data were derived.
 OF1390
 OF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP7911511782(NAD 83)
 OF1390
 OF1390  HISTORY     - Date     Condition        Report By
 OF1390  HISTORY     - 1942     MONUMENTED       CGS
 OF1390  HISTORY     - 1969     SEE DESCRIPTION  USLS
 OF1390
 OF1390                          STATION DESCRIPTION
 OF1390
 OF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 OF1390'THIS INTERSECTION STATION IS IN THE SE PART OF OSWEGO NEAR THE
 OF1390'CITY RESERVOIR.  IT IS 33 PACES S OF THE CENTER LINE OF
 OF1390'BRUNNER STREET AND 60 PACES E OF E EIGHTH STREET.
 OF1390'
 OF1390'THE TANK IS CONSTRUCTED OF STEEL, IS PAINTED SILVER, IS ABOUT
 OF1390'120 FEET HIGH AND HAS A SMALL BALL AT THE APEX OF THE CONICAL ROOF.
 OF1390'ROOF.
 OF1390'
 OF1390'THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF.
 OF1390
 OF1390                          STATION RECOVERY (1969)
 OF1390
 OF1390'RECOVERY NOTE BY US LAKE SURVEY 1969 (AR)
 OF1390'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1608 ***********************************************************************
 KU1608  DESIGNATION -  E 9 NC
 KU1608  PID         -  KU1608
 KU1608  STATE/COUNTY-  NY/NASSAU
 KU1608  USGS QUAD   -  HICKSVILLE (1979)
 KU1608
 KU1608                         *CURRENT SURVEY CONTROL
 KU1608  ___________________________________________________________________
 KU1608* NAD 83(1986)-  40 51 41.     (N)    073 31 21.     (W)     SCALED    
 KU1608* NAVD 88     -        34.736  (meters)     113.96   (feet)  ADJUSTED  
 KU1608  ___________________________________________________________________
 KU1608  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 KU1608  DYNAMIC HT  -          34.723 (meters)     113.92  (feet)  COMP
 KU1608  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 KU1608
 KU1608  VERT ORDER  -  SECOND    CLASS 0
 KU1608
 KU1608.The horizontal coordinates were scaled from a topographic map and have
 KU1608.an estimated accuracy of +/- 6 seconds.
 KU1608
 KU1608.The orthometric height was determined by differential leveling
 KU1608.and adjusted by the National Geodetic Survey in June 1991..
 KU1608
 KU1608.The geoid height was determined by GEOID03.
 KU1608
 KU1608.The dynamic height is computed by dividing the NAVD 88
 KU1608.geopotential number by the normal gravity value computed on the
 KU1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1608.degrees latitude (g = 980.6199 gals.).
 KU1608
 KU1608.The modeled gravity was interpolated from observed gravity values.
 KU1608
 KU1608;                    North         East    Units  Estimated Accuracy
 KU1608;SPC NY L     -    77,260.      340,260.      MT  (+/- 180 meters Scaled)
 KU1608
 KU1608                          SUPERSEDED SURVEY CONTROL
 KU1608
 KU1608  NGVD 29 (??/??/92)   35.060  (m)          115.03   (f) ADJ UNCH    2 0
 KU1608
 KU1608.Superseded values are not recommended for survey control.
 KU1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1608.See file dsdata.txt to determine how the superseded data were derived.
 KU1608
 KU1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL245244(NAD 83)
 KU1608_MARKER: X = CHISELED CROSS
 KU1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1608_SP_SET: CULVERT
 KU1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1608
 KU1608  HISTORY     - Date     Condition        Report By
 KU1608  HISTORY     - UNK      MONUMENTED       NY-059
 KU1608  HISTORY     - 1932     GOOD             NGS
 KU1608  HISTORY     - 1935     GOOD             NGS
 KU1608  HISTORY     - 20031105 MARK NOT FOUND   NGS
 KU1608
 KU1608                          STATION DESCRIPTION
 KU1608
 KU1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1608'1.4 MI SE FROM OYSTER BAY.
 KU1608'1.4 MILES SOUTHEAST ALONG BERRY HILL ROAD FROM OYSTER BAY,
 KU1608'NASSAU COUNTY, 45 FEET SOUTH OF POLE NYT 66 LIL, AT A CONCRETE
 KU1608'CULVERT, ON THE CENTER OF THE TOP OF THE SOUTHWEST HEADWALL,
 KU1608'NEAR THE YELLOW-PAINTED FIGURES NCE BM 9, AND 10 INCHES ABOVE
 KU1608'THE GROUND.
 KU1608
 KU1608                          STATION RECOVERY (1935)
 KU1608
 KU1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1608'RECOVERED IN GOOD CONDITION.
 KU1608
 KU1608                          STATION RECOVERY (2003)
 KU1608
 KU1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1608'NO MARK WAS FOUND IN WHAT IS BELIEVED TO BE THE SEARCH AREA (THE
 KU1608'INTERSECTION OF SHERWOOD GATE) BASED ON BACKING OFF 0.6 MILE FROM
 KU1608'ADJOINING BENCH MARKS BM AND 17 A NC WHICH WERE RECOVERED.
 KU1608' 
 KU1608'CONSIDERABLE REVISION TO THE DRAINAGE STRUCTURES IN THE AREA APPEARS
 KU1608'TO HAVE BEEN DONE WHEN SHERWOOD GATE WAS CONSTRUCTED.
 KU1608' 
 KU1608'THE SEARCH WOULD BE MORE CONCLUSIVE IF AN APPROXIMATE ELEVATION WERE
 KU1608'AVAILABLE. THERE IS ENOUGH CHANGE IN ELEVATION ALONG BERRY HILL RD
 KU1608'THAT THE HORIZONTAL LOCATION COULD BE PRETTY WELL PINNED DOWN BASED ON
 KU1608'THE ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4858 ***********************************************************************
 AE4858  DESIGNATION -  E 91 RESET
 AE4858  PID         -  AE4858
 AE4858  STATE/COUNTY-  NY/TOMPKINS
 AE4858  USGS QUAD   -  ITHACA EAST (1978)
 AE4858
 AE4858                         *CURRENT SURVEY CONTROL
 AE4858  ___________________________________________________________________
 AE4858* NAD 83(1986)-  42 28 55.     (N)    076 28 02.     (W)     SCALED    
 AE4858* NAVD 88     -       316.82   (meters)    1039.4    (feet)  RESET     
 AE4858  ___________________________________________________________________
 AE4858  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AE4858
 AE4858  VERT ORDER  -  THIRD
 AE4858
 AE4858.The horizontal coordinates were scaled from a topographic map and have
 AE4858.an estimated accuracy of +/- 6 seconds.
 AE4858
 AE4858.The orthometric height was computed from unverified reset data.
 AE4858
 AE4858.The geoid height was determined by GEOID03.
 AE4858
 AE4858;                    North         East    Units  Estimated Accuracy
 AE4858;SPC NY C     -   275,630.      259,550.      MT  (+/- 180 meters Scaled)
 AE4858
 AE4858                          SUPERSEDED SURVEY CONTROL
 AE4858
 AE4858.No superseded survey control is available for this station.
 AE4858
 AE4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN794043(NAD 83)
 AE4858_MARKER: DV = VERTICAL CONTROL DISK
 AE4858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4858_SP_SET: HEADWALL
 AE4858_STAMPING: E 91 RESET 1994
 AE4858_MARK LOGO: NGS   
 AE4858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4858+STABILITY: SURFACE MOTION
 AE4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4858+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 AE4858
 AE4858  HISTORY     - Date     Condition        Report By
 AE4858  HISTORY     - 1996     MONUMENTED       NYDT
 AE4858  HISTORY     - 20010331 GOOD             NGS
 AE4858  HISTORY     - 20060618 GOOD             USPSQD
 AE4858
 AE4858                          STATION DESCRIPTION
 AE4858
 AE4858'DESCRIBED BY NY DEPT OF TRANSP 1996 (CAR)
 AE4858'1 MLE NORTHEAST FROM CAYUGA HEIGHTS.  THE STATION IS AT THE
 AE4858'INTERSECTION OF ROUTE 13 AND WARREN ROAD.  IT IS A STANDARD DISK SET
 AE4858'IN THE TOP CENTER OF A CONCRETE HEADWALL 203 FEET (61.9 M) SOUTH OF
 AE4858'THE CENTERLINE OF ROUTE 13 AND 49 FEET (14.9 M) EAST OF THE CENTERLINE
 AE4858'OF WARREN ROAD.
 AE4858
 AE4858                          STATION RECOVERY (2001)
 AE4858
 AE4858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AE4858'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AE4858
 AE4858                          STATION RECOVERY (2006)
 AE4858
 AE4858'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AE4858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1600 ***********************************************************************
 KU1600  DESIGNATION -  E 93 NC
 KU1600  PID         -  KU1600
 KU1600  STATE/COUNTY-  NY/NASSAU
 KU1600  USGS QUAD   -  BAYVILLE (1975)
 KU1600
 KU1600                         *CURRENT SURVEY CONTROL
 KU1600  ___________________________________________________________________
 KU1600* NAD 83(1986)-  40 53 24.     (N)    073 32 50.     (W)     SCALED    
 KU1600* NAVD 88     -         3.497  (meters)      11.47   (feet)  ADJUSTED  
 KU1600  ___________________________________________________________________
 KU1600  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KU1600  DYNAMIC HT  -           3.495 (meters)      11.47  (feet)  COMP
 KU1600  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 KU1600
 KU1600  VERT ORDER  -  SECOND    CLASS 0
 KU1600
 KU1600.The horizontal coordinates were scaled from a topographic map and have
 KU1600.an estimated accuracy of +/- 6 seconds.
 KU1600
 KU1600.The orthometric height was determined by differential leveling
 KU1600.and adjusted by the National Geodetic Survey in June 1991..
 KU1600
 KU1600.The geoid height was determined by GEOID03.
 KU1600
 KU1600.The dynamic height is computed by dividing the NAVD 88
 KU1600.geopotential number by the normal gravity value computed on the
 KU1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1600.degrees latitude (g = 980.6199 gals.).
 KU1600
 KU1600.The modeled gravity was interpolated from observed gravity values.
 KU1600
 KU1600;                    North         East    Units  Estimated Accuracy
 KU1600;SPC NY L     -    80,420.      338,160.      MT  (+/- 180 meters Scaled)
 KU1600
 KU1600                          SUPERSEDED SURVEY CONTROL
 KU1600
 KU1600  NGVD 29 (??/??/92)    3.824  (m)           12.55   (f) ADJ UNCH    2 0
 KU1600
 KU1600.Superseded values are not recommended for survey control.
 KU1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1600.See file dsdata.txt to determine how the superseded data were derived.
 KU1600
 KU1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL223275(NAD 83)
 KU1600_MARKER: Q = CHISELED SQUARE
 KU1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1600_SP_SET: CURB
 KU1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1600+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 KU1600
 KU1600  HISTORY     - Date     Condition        Report By
 KU1600  HISTORY     - UNK      MONUMENTED       NY-059
 KU1600  HISTORY     - 1932     GOOD             NGS
 KU1600  HISTORY     - 1935     GOOD             NGS
 KU1600  HISTORY     - 20031105 GOOD             NGS
 KU1600
 KU1600                          STATION DESCRIPTION
 KU1600
 KU1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1600'1.2 MI S FROM BAYVILLE.
 KU1600'1 1/4 MILES SOUTH OF BAYVILLE, NASSAU COUNTY, AT A SHARP ROAD
 KU1600'CURVE, 90 YARDS SOUTH OF THE DRIVEWAY TO THE WILLIAM LAUB
 KU1600'PROPERTY, 83 YARDS SOUTH OF THE NORTH END OF A PIPE GUARDRAIL,
 KU1600'60 FEET SOUTH OF POLE NYT 59 LIL, AND ON THE TOP OF THE EAST
 KU1600'CURB.
 KU1600
 KU1600                          STATION RECOVERY (1935)
 KU1600
 KU1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1600'RECOVERED IN GOOD CONDITION.
 KU1600
 KU1600                          STATION RECOVERY (2003)
 KU1600
 KU1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1600'THE MARK IS WEST ALONG MAIN ST, THEN NORTHWEST ALONG WEST SHORE RD A
 KU1600'TOTAL DISTANCE OF 1.75 MILES FROM RT. 106 IN OYSTER BAY, 1.05 MILE NW
 KU1600'OF THE LIRR OVERPASS, 0.55 MILE NW OF THE STOPLIGHT AT CLEFT RD, 1.25
 KU1600'MILES SOUTH FROM BAYVILLE.
 KU1600' 
 KU1600'LOCAL TIES ARE 50 FT SOUTHERLY FROM A PLAIN AMBER DIAMOND-SHAPED ROAD
 KU1600'CAUTION SIGN, 43 FT NORTHERLY FROM POLE 58 LIL, ACROSS SHORE RD AND 15
 KU1600'FT SOUTHERLY FROM GRAVEL DRIVEWAY TO HOUSE 1006, 10 FT NORTHERLY FROM
 KU1600'ROUGH EXTENDED LINE OF IRREGULAR EAST-WEST POST AND RAIL FENCE ACROSS
 KU1600'THE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1001 ***********************************************************************
 NB1001  DESIGNATION -  E 94
 NB1001  PID         -  NB1001
 NB1001  STATE/COUNTY-  NY/YATES
 NB1001  USGS QUAD   -  KEUKA PARK (1942)
 NB1001
 NB1001                         *CURRENT SURVEY CONTROL
 NB1001  ___________________________________________________________________
 NB1001* NAD 83(1986)-  42 32 21.     (N)    077 05 57.     (W)     SCALED    
 NB1001* NAVD 88     -       233.695  (meters)     766.71   (feet)  ADJUSTED  
 NB1001  ___________________________________________________________________
 NB1001  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NB1001  DYNAMIC HT  -         233.613 (meters)     766.45  (feet)  COMP
 NB1001  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 NB1001
 NB1001  VERT ORDER  -  SECOND    CLASS 0
 NB1001
 NB1001.The horizontal coordinates were scaled from a topographic map and have
 NB1001.an estimated accuracy of +/- 6 seconds.
 NB1001
 NB1001.The orthometric height was determined by differential leveling
 NB1001.and adjusted by the National Geodetic Survey in June 1991..
 NB1001
 NB1001.The geoid height was determined by GEOID03.
 NB1001
 NB1001.The dynamic height is computed by dividing the NAVD 88
 NB1001.geopotential number by the normal gravity value computed on the
 NB1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1001.degrees latitude (g = 980.6199 gals.).
 NB1001
 NB1001.The modeled gravity was interpolated from observed gravity values.
 NB1001
 NB1001;                    North         East    Units  Estimated Accuracy
 NB1001;SPC NY C     -   282,110.      207,630.      MT  (+/- 180 meters Scaled)
 NB1001
 NB1001                          SUPERSEDED SURVEY CONTROL
 NB1001
 NB1001  NGVD 29 (??/??/92)  233.847  (m)          767.21   (f) ADJ UNCH    2 0
 NB1001
 NB1001.Superseded values are not recommended for survey control.
 NB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB1001.See file dsdata.txt to determine how the superseded data were derived.
 NB1001
 NB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN276117(NAD 83)
 NB1001_MARKER: DB = BENCH MARK DISK
 NB1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB1001_STAMPING: E 94 1935
 NB1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB1001+STABILITY: SURFACE MOTION
 NB1001
 NB1001  HISTORY     - Date     Condition        Report By
 NB1001  HISTORY     - 1935     MONUMENTED       CGS
 NB1001  HISTORY     - 1942     GOOD             NGS
 NB1001  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NB1001  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NB1001  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 NB1001  HISTORY     - 20010723 MARK NOT FOUND   USPSQD
 NB1001
 NB1001                          STATION DESCRIPTION
 NB1001
 NB1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB1001'8.9 MI SW FROM PENN YAN.
 NB1001'TO REACH FROM THE COUNTY COURT HOUSE AT PENN YAN, PROCEED 8.9 MILES
 NB1001'SOUTHWEST ALONG STATE HIGHWAY NO. 54 TO THE CENTER OF A HIGH BANK
 NB1001'CUT ON EAST SIDE OF PAVEMENT AND SITE OF BENCH MARK. BENCH MARK IS
 NB1001'ABOUT 68.0 YARDS SOUTH OF RIGHT OF WAY MARKER POST NO. 289, 50.0
 NB1001'YARDS NORTH OF A 2.0 FOOT CORRUGATED IRON PIPE CULVERT, 27.0 FEET
 NB1001'WEST OF AND 1.0 FOOT ABOVE THE CENTER LINE OF PAVEMENT. 2.0 FEET
 NB1001'SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST MONUMENT IS ABOUT LEVEL
 NB1001'WITH GROUND. A STANDARD DISK SET HORIZONTALLY IN TOP OF A PRECAST
 NB1001'CONCRETE POST.
 NB1001
 NB1001                          STATION RECOVERY (1987)
 NB1001
 NB1001'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHS)
 NB1001'MARK NOT FOUND.
 NB1001
 NB1001                          STATION RECOVERY (1988)
 NB1001
 NB1001'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1001'MARK NOT FOUND.
 NB1001
 NB1001                          STATION RECOVERY (1994)
 NB1001
 NB1001'RECOVERY NOTE BY US POWER SQUADRON 1994
 NB1001'MARK NOT FOUND.
 NB1001
 NB1001                          STATION RECOVERY (2001)
 NB1001
 NB1001'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NB1001'AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB0851 ***********************************************************************
 NB0851  DESIGNATION -  E 95
 NB0851  PID         -  NB0851
 NB0851  STATE/COUNTY-  NY/ONTARIO
 NB0851  USGS QUAD   -  VICTOR (1978)
 NB0851
 NB0851                         *CURRENT SURVEY CONTROL
 NB0851  ___________________________________________________________________
 NB0851* NAD 83(1986)-  42 54 03.     (N)    077 25 05.     (W)     SCALED    
 NB0851* NAVD 88     -       268.753  (meters)     881.73   (feet)  ADJUSTED  
 NB0851  ___________________________________________________________________
 NB0851  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NB0851  DYNAMIC HT  -         268.672 (meters)     881.47  (feet)  COMP
 NB0851  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 NB0851
 NB0851  VERT ORDER  -  SECOND    CLASS 0
 NB0851
 NB0851.The horizontal coordinates were scaled from a topographic map and have
 NB0851.an estimated accuracy of +/- 6 seconds.
 NB0851
 NB0851.The orthometric height was determined by differential leveling
 NB0851.and adjusted by the National Geodetic Survey in June 1991..
 NB0851
 NB0851.The geoid height was determined by GEOID03.
 NB0851
 NB0851.The dynamic height is computed by dividing the NAVD 88
 NB0851.geopotential number by the normal gravity value computed on the
 NB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB0851.degrees latitude (g = 980.6199 gals.).
 NB0851
 NB0851.The modeled gravity was interpolated from observed gravity values.
 NB0851
 NB0851;                    North         East    Units  Estimated Accuracy
 NB0851;SPC NY C     -   322,490.      181,830.      MT  (+/- 180 meters Scaled)
 NB0851
 NB0851                          SUPERSEDED SURVEY CONTROL
 NB0851
 NB0851  NGVD 29 (??/??/92)  268.881  (m)          882.15   (f) ADJ UNCH    2 0
 NB0851
 NB0851.Superseded values are not recommended for survey control.
 NB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NB0851.See file dsdata.txt to determine how the superseded data were derived.
 NB0851
 NB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUN025526(NAD 83)
 NB0851_MARKER: DB = BENCH MARK DISK
 NB0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NB0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NB0851_STAMPING: E 95 1935
 NB0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NB0851+STABILITY: SURFACE MOTION
 NB0851
 NB0851  HISTORY     - Date     Condition        Report By
 NB0851  HISTORY     - 1935     MONUMENTED       CGS
 NB0851  HISTORY     - 1942     GOOD             NGS
 NB0851  HISTORY     - 1971     MARK NOT FOUND   USGS
 NB0851  HISTORY     - 19970511 MARK NOT FOUND   USPSQD
 NB0851  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 NB0851
 NB0851                          STATION DESCRIPTION
 NB0851
 NB0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NB0851'AT HOLCOMB.
 NB0851'BENCH MARK IS ABOUT 115.0 YARDS SOUTHEAST OF THE EAST SIDE OF
 NB0851'STATION ALONG THE NEW YORK CENTRAL RAILROAD, AND 15.0 FEET SOUTH
 NB0851'OF MILE POST NO. 8. IT IS 28.0 FEET SOUTHWEST OF AND ABOUT 1.0
 NB0851'FOOT ABOVE THE CENTERLINE OF MAIN TRACK, 40.0 YARDS NORTHWEST OF
 NB0851'THE SOUTHEAST END OF SIDE TRACK. MONUMENT IS 3.0 FEET NORTHWEST
 NB0851'OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
 NB0851'A DISK SET HORIZONTALLY IN TOP OF A PRECAST CONCRETE POST.
 NB0851
 NB0851                          STATION RECOVERY (1971)
 NB0851
 NB0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NB0851'MARK NOT FOUND.
 NB0851
 NB0851                          STATION RECOVERY (1997)
 NB0851
 NB0851'RECOVERY NOTE BY US POWER SQUADRON 1997
 NB0851'MARK NOT FOUND.
 NB0851
 NB0851                          STATION RECOVERY (2004)
 NB0851
 NB0851'RECOVERY NOTE BY US POWER SQUADRON 2004
 NB0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU1601 ***********************************************************************
 KU1601  DESIGNATION -  E 95 NC
 KU1601  PID         -  KU1601
 KU1601  STATE/COUNTY-  NY/NASSAU
 KU1601  USGS QUAD   -  BAYVILLE (1975)
 KU1601
 KU1601                         *CURRENT SURVEY CONTROL
 KU1601  ___________________________________________________________________
 KU1601* NAD 83(1986)-  40 53 10.     (N)    073 32 54.     (W)     SCALED    
 KU1601* NAVD 88     -         5.55   (+/-2cm)      18.2    (feet)  VERTCON   
 KU1601  ___________________________________________________________________
 KU1601  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 KU1601
 KU1601  VERT ORDER  -  ? (See Below)
 KU1601
 KU1601.The horizontal coordinates were scaled from a topographic map and have
 KU1601.an estimated accuracy of +/- 6 seconds.
 KU1601
 KU1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU1601.The vertical order pertains to the NGVD 29 superseded value.
 KU1601
 KU1601.The geoid height was determined by GEOID03.
 KU1601
 KU1601;                    North         East    Units  Estimated Accuracy
 KU1601;SPC NY L     -    79,990.      338,070.      MT  (+/- 180 meters Scaled)
 KU1601
 KU1601                          SUPERSEDED SURVEY CONTROL
 KU1601
 KU1601  NGVD 29 (??/??/92)    5.882  (m)           19.30   (f) ADJ UNCH    ?  
 KU1601
 KU1601.Superseded values are not recommended for survey control.
 KU1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1601.See file dsdata.txt to determine how the superseded data were derived.
 KU1601
 KU1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL222271(NAD 83)
 KU1601_MARKER: Q = CHISELED SQUARE
 KU1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1601_SP_SET: CURB
 KU1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1601
 KU1601  HISTORY     - Date     Condition        Report By
 KU1601  HISTORY     - UNK      MONUMENTED       NY-059
 KU1601  HISTORY     - 1932     GOOD             NGS
 KU1601  HISTORY     - 1935     GOOD             NGS
 KU1601  HISTORY     - 20031105 MARK NOT FOUND   NGS
 KU1601
 KU1601                          STATION DESCRIPTION
 KU1601
 KU1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 KU1601'1.5 MI NW FROM OYSTER BAY.
 KU1601'1 1/2 MILES NORTHWEST OF OYSTER BAY, NASSAU COUNTY, AT A SHARP
 KU1601'ROAD CURVE, 575 FEET SOUTH OF THE NORTH GATEPOST OF MONOMART
 KU1601'(THE HOFFMAN HICKERSON PROPERTY IN 1932), 40 FEET SOUTH OF POLE
 KU1601'NYT 79 LIL, 25 FEET SOUTHWEST OF A SMALL CONCRETE HOUSE, ACROSS
 KU1601'THE ROAD FROM THE CONCRETE STEPS LEADING WEST FROM A HIGHWAY,
 KU1601'AND ON THE TOP OF THE CURB.
 KU1601
 KU1601                          STATION RECOVERY (1935)
 KU1601
 KU1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KU1601'RECOVERED IN GOOD CONDITION.
 KU1601
 KU1601                          STATION RECOVERY (2003)
 KU1601
 KU1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JRO)
 KU1601'NOT FOUND, ALTHOUGH BELIEVED TO BE STILL THERE. POLE NUMBERS WERE NOT
 KU1601'MATCHING UP WITH THE APPROXIMATE MILEAGE. BENCH MARK I24 A NC (OR 324
 KU1601'A NC, PID KU1599) IS DESCRIBED AS 1 MILE NORTHWEST OF OYSTER BAY AT
 KU1601'THE UNDERGRADE CROSSING OF THE LIRR. GOING AN ADDITIONAL 0.5 MILE FROM
 KU1601'THIS RR CROSSING TO REACH THE CALLED-FOR 1.5 MILES FROM OYSTER BAY DID
 KU1601'NOT APPEAR TO LAND AT A SHARP ROAD CURVE.
 KU1601' 
 KU1601'OTHER CALLED-FOR IDENTIFYING FEATURES--GATEPOST, POLE 79 LIL, SMALL
 KU1601'CONCRETE HOUSE, CONCRETE STEPS LEADING WEST FROM A HIGHWAY, WERE NOT
 KU1601'SEEN.BUT THE CURB SEEMS ORIGINAL, SO ITS PROBABLY JUST A MATTER OF
 KU1601'GETTING A BREAK IN THE NON-STOP TRAFFIC AND FINDING THE RIGHT
 KU1601'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 OE0098 ***********************************************************************
 OE0098  DESIGNATION -  E 97
 OE0098  PID         -  OE0098
 OE0098  STATE/COUNTY-  NY/HAMILTON
 OE0098  USGS QUAD   -  
 OE0098
 OE0098                         *CURRENT SURVEY CONTROL
 OE0098  ___________________________________________________________________
 OE0098* NAD 83(1986)-  43 50 15.     (N)    074 29 14.     (W)     SCALED    
 OE0098* NAVD 88     -       590.727  (meters)    1938.08   (feet)  ADJUSTED  
 OE0098  ___________________________________________________________________
 OE0098  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 OE0098  DYNAMIC HT  -         590.595 (meters)    1937.64  (feet)  COMP
 OE0098  MODELED GRAV-     980,375.9   (mgal)                       NAV